














                                  SURVEY CONTROL DATA
                                
                             STATE=TN
                             [OCTOBER  8, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2800 ***********************************************************************
 FE2800  DESIGNATION -  003
 FE2800  PID         -  FE2800
 FE2800  STATE/COUNTY-  TN/SHELBY
 FE2800  USGS QUAD   -  BRIGHTON (1981)
 FE2800
 FE2800                         *CURRENT SURVEY CONTROL
 FE2800  ___________________________________________________________________
 FE2800* NAD 83(1986)-  35 23 15.     (N)    089 44 38.     (W)     SCALED    
 FE2800* NAVD 88     -       121.473  (meters)     398.53   (feet)  ADJUSTED  
 FE2800  ___________________________________________________________________
 FE2800  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2800  DYNAMIC HT  -         121.366 (meters)     398.18  (feet)  COMP
 FE2800  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 FE2800
 FE2800  VERT ORDER  -  FIRST     CLASS II
 FE2800
 FE2800.The horizontal coordinates were scaled from a topographic map and have
 FE2800.an estimated accuracy of +/- 6 seconds.
 FE2800
 FE2800.The orthometric height was determined by differential leveling
 FE2800.and adjusted by the National Geodetic Survey in August 1995..
 FE2800
 FE2800.The geoid height was determined by GEOID03.
 FE2800
 FE2800.The dynamic height is computed by dividing the NAVD 88
 FE2800.geopotential number by the normal gravity value computed on the
 FE2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2800.degrees latitude (g = 980.6199 gals.).
 FE2800
 FE2800.The modeled gravity was interpolated from observed gravity values.
 FE2800
 FE2800;                    North         East    Units  Estimated Accuracy
 FE2800;SPC TN       -   123,470.      259,940.      MT  (+/- 180 meters Scaled)
 FE2800
 FE2800                          SUPERSEDED SURVEY CONTROL
 FE2800
 FE2800.No superseded survey control is available for this station.
 FE2800
 FE2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE507194(NAD 83)
 FE2800_MARKER: DD = SURVEY DISK
 FE2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2800_SP_SET: CONCRETE POST
 FE2800_STAMPING: 003
 FE2800_MARK LOGO: MLGW  
 FE2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2800+STABILITY: SURFACE MOTION
 FE2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2800+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2800
 FE2800  HISTORY     - Date     Condition        Report By
 FE2800  HISTORY     - UNK      MONUMENTED       MLGW
 FE2800  HISTORY     - 19920115 GOOD             NGS
 FE2800  HISTORY     - 20021001 GOOD             USACE
 FE2800
 FE2800                          STATION DESCRIPTION
 FE2800
 FE2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2800'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2800'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2800'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 9.5 KM
 FE2800'(5.90 MI) EASTERLY ALONG MUDVILLE ROAD, THENCE 1.7 KM (1.05 MI)
 FE2800'NORTHEAST ALONG STATE HIGHWAY 14, 139.1 M (456.4 FT) SOUTHWEST OF THE
 FE2800'CENTERLINE OF MULBERRY ROAD, 33.6 M (110.2 FT) NORTHEAST OF THE
 FE2800'NORTHEAST CORNER OF HOUSE NUMBER 9523, 28.4 M (93.2 FT) NORTHWEST OF
 FE2800'THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 FE2800'HIGHWAY, 1.8 M (5.9 FT) SOUTHEAST OF A FENCE, 0.5 M (1.6 FT)
 FE2800'NORTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 FE2800'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2800
 FE2800                          STATION RECOVERY (2002)
 FE2800
 FE2800'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2805 ***********************************************************************
 FE2805  DESIGNATION -  004
 FE2805  PID         -  FE2805
 FE2805  STATE/COUNTY-  TN/SHELBY
 FE2805  USGS QUAD   -  MUNFORD (1983)
 FE2805
 FE2805                         *CURRENT SURVEY CONTROL
 FE2805  ___________________________________________________________________
 FE2805* NAD 83(1995)-  35 23 08.00139(N)    089 47 21.01112(W)     ADJUSTED  
 FE2805* NAVD 88     -       116.432  (meters)     381.99   (feet)  ADJUSTED  
 FE2805  ___________________________________________________________________
 FE2805  X           -      19,155.818 (meters)                     COMP
 FE2805  Y           -  -5,205,811.785 (meters)                     COMP
 FE2805  Z           -   3,672,875.108 (meters)                     COMP
 FE2805  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FE2805  ELLIP HEIGHT-          89.20  (meters)          (04/26/01) GPS OBS
 FE2805  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2805  DYNAMIC HT  -         116.330 (meters)     381.66  (feet)  COMP
 FE2805  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 FE2805
 FE2805  HORZ ORDER  -  FIRST
 FE2805  VERT ORDER  -  FIRST     CLASS II
 FE2805  ELLP ORDER  -  FOURTH    CLASS I
 FE2805
 FE2805.The horizontal coordinates were established by GPS observations
 FE2805.and adjusted by the National Geodetic Survey in April 2001..
 FE2805
 FE2805.The orthometric height was determined by differential leveling
 FE2805.and adjusted by the National Geodetic Survey in August 1995..
 FE2805
 FE2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2805
 FE2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2805
 FE2805.The ellipsoidal height was determined by GPS observations
 FE2805.and is referenced to NAD 83.
 FE2805
 FE2805.The geoid height was determined by GEOID03.
 FE2805
 FE2805.The dynamic height is computed by dividing the NAVD 88
 FE2805.geopotential number by the normal gravity value computed on the
 FE2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2805.degrees latitude (g = 980.6199 gals.).
 FE2805
 FE2805.The modeled gravity was interpolated from observed gravity values.
 FE2805
 FE2805;                    North         East     Units Scale Factor Converg.
 FE2805;SPC TN       -   123,407.546   255,817.274   MT  0.99997885   -2 13 06.0
 FE2805;SPC TN       -   404,879.59    839,293.84   sFT  0.99997885   -2 13 06.0
 FE2805;UTM  16      - 3,919,373.680   246,650.027   MT  1.00039108   -1 36 57.6
 FE2805
 FE2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2805!SPC TN       -   0.99998600  x   0.99997885  =   0.99996485
 FE2805!UTM  16      -   0.99998600  x   1.00039108  =   1.00037707
 FE2805
 FE2805                          SUPERSEDED SURVEY CONTROL
 FE2805
 FE2805  NAVD 88 (03/28/02)  116.43   (m)          382.0    (f) LEVELING    3  
 FE2805
 FE2805.Superseded values are not recommended for survey control.
 FE2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2805.See file dsdata.txt to determine how the superseded data were derived.
 FE2805
 FE2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4665019374(NAD 83)
 FE2805_MARKER: DD = SURVEY DISK
 FE2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2805_SP_SET: CONCRETE POST
 FE2805_STAMPING: 004
 FE2805_MARK LOGO: MLGW  
 FE2805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2805+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2805
 FE2805  HISTORY     - Date     Condition        Report By
 FE2805  HISTORY     - UNK      MONUMENTED       MLGW
 FE2805  HISTORY     - 19920115 GOOD             NGS
 FE2805  HISTORY     - 19990115 GOOD             TN1620
 FE2805  HISTORY     - 20021001 GOOD             USACE
 FE2805
 FE2805                          STATION DESCRIPTION
 FE2805
 FE2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2805'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2805'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2805'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 6.3 KM
 FE2805'(3.90 MI) EASTERLY ALONG MUDVILLE ROAD, THENCE 0.8 KM (0.50 MI)
 FE2805'NORTHERLY ALONG MILLER ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A
 FE2805'TRACK ROAD, 36.6 M (120.1 FT) EAST OF A FENCE, 35.6 M (116.8 FT)
 FE2805'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK BUILDING, 24.8 M
 FE2805'(81.4 FT) SOUTHEAST OF THE SOUTHEAST LEG OF A HIGH LINE TOWER, 18.3 M
 FE2805'(60.0 FT) NORTH-NORTHEAST OF A FENCE, 7.8 M (25.6 FT) NORTH-NORTHEAST
 FE2805'OF AND LEVEL WITH THE CENTER OF THE ROAD, 5.7 M (18.7 FT)
 FE2805'SOUTH-SOUTHWEST OF A FENCE, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 FE2805'POST, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST.
 FE2805
 FE2805                          STATION RECOVERY (1999)
 FE2805
 FE2805'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FE2805'RECOVERED AS DESCRIBED.
 FE2805
 FE2805                          STATION RECOVERY (2002)
 FE2805
 FE2805'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2799 ***********************************************************************
 FE2799  DESIGNATION -  005
 FE2799  PID         -  FE2799
 FE2799  STATE/COUNTY-  TN/SHELBY
 FE2799  USGS QUAD   -  MUNFORD (1983)
 FE2799
 FE2799                         *CURRENT SURVEY CONTROL
 FE2799  ___________________________________________________________________
 FE2799* NAD 83(1986)-  35 23 06.     (N)    089 49 03.     (W)     SCALED    
 FE2799* NAVD 88     -       115.676  (meters)     379.51   (feet)  ADJUSTED  
 FE2799  ___________________________________________________________________
 FE2799  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2799  DYNAMIC HT  -         115.575 (meters)     379.18  (feet)  COMP
 FE2799  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FE2799
 FE2799  VERT ORDER  -  FIRST     CLASS II
 FE2799
 FE2799.The horizontal coordinates were scaled from a topographic map and have
 FE2799.an estimated accuracy of +/- 6 seconds.
 FE2799
 FE2799.The orthometric height was determined by differential leveling
 FE2799.and adjusted by the National Geodetic Survey in August 1995..
 FE2799
 FE2799.The geoid height was determined by GEOID03.
 FE2799
 FE2799.The dynamic height is computed by dividing the NAVD 88
 FE2799.geopotential number by the normal gravity value computed on the
 FE2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2799.degrees latitude (g = 980.6199 gals.).
 FE2799
 FE2799.The modeled gravity was interpolated from observed gravity values.
 FE2799
 FE2799;                    North         East    Units  Estimated Accuracy
 FE2799;SPC TN       -   123,450.      253,240.      MT  (+/- 180 meters Scaled)
 FE2799
 FE2799                          SUPERSEDED SURVEY CONTROL
 FE2799
 FE2799.No superseded survey control is available for this station.
 FE2799
 FE2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE440193(NAD 83)
 FE2799_MARKER: DD = SURVEY DISK
 FE2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2799_SP_SET: CONCRETE POST
 FE2799_STAMPING: 005
 FE2799_MARK LOGO: MLGW  
 FE2799_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2799+STABILITY: SURFACE MOTION
 FE2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2799+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 FE2799
 FE2799  HISTORY     - Date     Condition        Report By
 FE2799  HISTORY     - UNK      MONUMENTED       MLGW
 FE2799  HISTORY     - 19920115 GOOD             NGS
 FE2799  HISTORY     - 20021001 POOR             USACE
 FE2799
 FE2799                          STATION DESCRIPTION
 FE2799
 FE2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2799'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2799'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2799'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 3.5 KM
 FE2799'(2.15 MI) EASTERLY ALONG MUDVILLE ROAD, THENCE 0.9 KM (0.55 MI)
 FE2799'NORTHERLY ALONG ARMOUR ROAD, 36.9 M (121.1 FT) SOUTHEAST OF A 24-INCH
 FE2799'PECAN TREE, 36.6 M (120.1 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER
 FE2799'54476 WITH A TRANSFORMER AND A GUY CABLE, 35.7 M (117.1 FT) SOUTHEAST
 FE2799'OF THE SOUTHEAST CORNER OF HOUSE NUMBER 9451, 33.3 EAST OF AND LEVEL
 FE2799'WITH THE CENTERLINE OF THE ROAD, 0.6 M (2.0 FT) NORTH-NORTHWEST OF A
 FE2799'WITNESS POST, AND 0.6 M (2.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 FE2799
 FE2799                          STATION RECOVERY (2002)
 FE2799
 FE2799'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2799'MARK HAS BEEN HIT, LEANING NO NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2808 ***********************************************************************
 FE2808  DESIGNATION -  030
 FE2808  PID         -  FE2808
 FE2808  STATE/COUNTY-  TN/SHELBY
 FE2808  USGS QUAD   -  MILLINGTON (1997)
 FE2808
 FE2808                         *CURRENT SURVEY CONTROL
 FE2808  ___________________________________________________________________
 FE2808* NAD 83(1995)-  35 20 06.51306(N)    089 59 33.81659(W)     ADJUSTED  
 FE2808* NAVD 88     -        94.908  (meters)     311.38   (feet)  ADJUSTED  
 FE2808  ___________________________________________________________________
 FE2808  X           -         661.243 (meters)                     COMP
 FE2808  Y           -  -5,209,066.282 (meters)                     COMP
 FE2808  Z           -   3,668,301.098 (meters)                     COMP
 FE2808  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FE2808  ELLIP HEIGHT-          67.57  (meters)          (05/31/05) GPS OBS
 FE2808  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE2808  DYNAMIC HT  -          94.823 (meters)     311.10  (feet)  COMP
 FE2808  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FE2808
 FE2808  HORZ ORDER  -  FIRST
 FE2808  VERT ORDER  -  FIRST     CLASS II
 FE2808  ELLP ORDER  -  FOURTH    CLASS II
 FE2808
 FE2808.The horizontal coordinates were established by GPS observations
 FE2808.and adjusted by the National Geodetic Survey in May 2005..
 FE2808
 FE2808.The orthometric height was determined by differential leveling
 FE2808.and adjusted by the National Geodetic Survey in August 1995..
 FE2808
 FE2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2808
 FE2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2808
 FE2808.The ellipsoidal height was determined by GPS observations
 FE2808.and is referenced to NAD 83.
 FE2808
 FE2808.The geoid height was determined by GEOID03.
 FE2808
 FE2808.The dynamic height is computed by dividing the NAVD 88
 FE2808.geopotential number by the normal gravity value computed on the
 FE2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2808.degrees latitude (g = 980.6199 gals.).
 FE2808
 FE2808.The modeled gravity was interpolated from observed gravity values.
 FE2808
 FE2808;                    North         East     Units Scale Factor Converg.
 FE2808;SPC TN       -   118,554.160   237,109.394   MT  0.99998607   -2 20 15.0
 FE2808;SPC TN       -   388,956.44    777,916.40   sFT  0.99998607   -2 20 15.0
 FE2808;UTM  16      - 3,914,321.011   227,985.604   MT  1.00051196   -1 43 54.9
 FE2808;UTM  15      - 3,914,361.099   773,336.943   MT  1.00052085   +1 44 25.3
 FE2808
 FE2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2808!SPC TN       -   0.99998939  x   0.99998607  =   0.99997546
 FE2808!UTM  16      -   0.99998939  x   1.00051196  =   1.00050135
 FE2808!UTM  15      -   0.99998939  x   1.00052085  =   1.00051024
 FE2808
 FE2808                          SUPERSEDED SURVEY CONTROL
 FE2808
 FE2808  NAD 83(1995)-  35 20 06.51239(N)    089 59 33.81703(W) AD(       ) 1
 FE2808  ELLIP H (04/26/01)   67.61   (m)                       GP(       ) 4 1
 FE2808  NAVD 88 (03/28/02)   94.91   (m)          311.4    (f) LEVELING    3  
 FE2808
 FE2808.Superseded values are not recommended for survey control.
 FE2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2808.See file dsdata.txt to determine how the superseded data were derived.
 FE2808
 FE2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2798614321(NAD 83)
 FE2808_MARKER: DD = SURVEY DISK
 FE2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2808_SP_SET: CONCRETE POST
 FE2808_STAMPING: 030
 FE2808_MARK LOGO: MLGW  
 FE2808_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2808+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 FE2808
 FE2808  HISTORY     - Date     Condition        Report By
 FE2808  HISTORY     - UNK      MONUMENTED       MLGW
 FE2808  HISTORY     - 19920116 GOOD             NGS
 FE2808  HISTORY     - 19990113 GOOD             TN1620
 FE2808  HISTORY     - 20021007 GOOD             USACE
 FE2808  HISTORY     - 20030711 GOOD             EMCINC
 FE2808
 FE2808                          STATION DESCRIPTION
 FE2808
 FE2808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2808'7.6 KM (4.70 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2808'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.6 KM
 FE2808'(0.35 MI) NORTHERLY ALONG OLD MILLINGTON ROAD, THENCE 3.4 KM
 FE2808'(2.10 MI) NORTHWESTERLY ALONG LITTLE JOHN ROAD, THENCE 3.0 KM
 FE2808'(1.85 MI) NORTHERLY ALONG WOODSTOCK CUBA ROAD, 19.4 M (63.6 FT) SOUTH
 FE2808'OF THE CENTERLINE OF LOCKE CUBA ROAD, 17.4 M (57.1 FT) NORTH OF
 FE2808'UTILITY POLE NUMBER A 211, 11.8 M (38.7 FT) SOUTH OF UTILITY POLE
 FE2808'NUMBER 63416, 6.7 M (22.0 FT) WEST OF THE CENTERLINE OF THE ROAD, 0.4
 FE2808'M (1.3 FT) NORTH OF A WITNESS POST, 0.4 SOUTH OF A WITNESS POST, 0.3
 FE2808'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 FE2808'WITH THE GROUND SURFACE.
 FE2808
 FE2808                          STATION RECOVERY (1999)
 FE2808
 FE2808'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999
 FE2808'RECOVERED AS DESCRIBED.
 FE2808
 FE2808                          STATION RECOVERY (2002)
 FE2808
 FE2808'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2808'RECOVERED IN GOOD CONDITION.
 FE2808
 FE2808                          STATION RECOVERY (2003)
 FE2808
 FE2808'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2808'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2167 ***********************************************************************
 FF2167  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2167  DESIGNATION -  031
 FF2167  PID         -  FF2167
 FF2167  STATE/COUNTY-  TN/SHELBY
 FF2167  USGS QUAD   -  LOCKE (1970)
 FF2167
 FF2167                         *CURRENT SURVEY CONTROL
 FF2167  ___________________________________________________________________
 FF2167* NAD 83(1995)-  35 21 03.90394(N)    090 00 31.65223(W)     ADJUSTED  
 FF2167* NAVD 88     -       115.76   (meters)     379.8    (feet)  GPS OBS   
 FF2167  ___________________________________________________________________
 FF2167  X           -       -,799.199 (meters)                     COMP
 FF2167  Y           -  -5,208,060.096 (meters)                     COMP
 FF2167  Z           -   3,669,755.902 (meters)                     COMP
 FF2167  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FF2167  ELLIP HEIGHT-          88.40  (meters)          (05/31/05) GPS OBS
 FF2167  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF2167
 FF2167  HORZ ORDER  -  FIRST
 FF2167  ELLP ORDER  -  FOURTH    CLASS II
 FF2167
 FF2167.The horizontal coordinates were established by GPS observations
 FF2167.and adjusted by the National Geodetic Survey in April 2001..
 FF2167
 FF2167.The orthometric height was determined by GPS observations and a
 FF2167.high-resolution geoid model using precise GPS observation and
 FF2167.processing techniques. It supersedes the leveled height previously
 FF2167.determined for this station.
 FF2167
 FF2167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2167
 FF2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2167
 FF2167.The ellipsoidal height was determined by GPS observations
 FF2167.and is referenced to NAD 83.
 FF2167
 FF2167.The geoid height was determined by GEOID03.
 FF2167
 FF2167;                    North         East     Units Scale Factor Converg.
 FF2167;SPC TN       -   120,381.045   235,722.481   MT  0.99998370   -2 20 48.9
 FF2167;SPC TN       -   394,950.15    773,366.17   sFT  0.99998370   -2 20 48.9
 FF2167;UTM  15      - 3,916,085.637   771,822.812   MT  1.00051067   +1 43 54.2
 FF2167;UTM  16      - 3,916,134.106   226,578.721   MT  1.00052141   -1 44 30.9
 FF2167
 FF2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2167!SPC TN       -   0.99998612  x   0.99998370  =   0.99996983
 FF2167!UTM  15      -   0.99998612  x   1.00051067  =   1.00049679
 FF2167!UTM  16      -   0.99998612  x   1.00052141  =   1.00050753
 FF2167
 FF2167                          SUPERSEDED SURVEY CONTROL
 FF2167
 FF2167  ELLIP H (04/26/01)   88.45   (m)                       GP(       ) 4 1
 FF2167  NAVD 88 (08/15/95)  115.781  (m)          379.86   (f) ADJUSTED    1 2
 FF2167
 FF2167.Superseded values are not recommended for survey control.
 FF2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2167.See file dsdata.txt to determine how the superseded data were derived.
 FF2167
 FF2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7182316086(NAD 83)
 FF2167_MARKER: DD = SURVEY DISK
 FF2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2167_SP_SET: CONCRETE POST
 FF2167_STAMPING: 031
 FF2167_MARK LOGO: MLGW  
 FF2167_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2167+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 FF2167
 FF2167  HISTORY     - Date     Condition        Report By
 FF2167  HISTORY     - UNK      MONUMENTED       MLGW
 FF2167  HISTORY     - 19920116 GOOD             NGS
 FF2167  HISTORY     - 19990113 GOOD             TN1620
 FF2167  HISTORY     - 20021021 GOOD             USACE
 FF2167  HISTORY     - 20030703 GOOD             EMCINC
 FF2167
 FF2167                          STATION DESCRIPTION
 FF2167
 FF2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FF2167'7.6 KM (4.70 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FF2167'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.6 KM
 FF2167'(0.35 MI) NORTHERLY ALONG OLD MILLINGTON ROAD, THENCE 3.4 KM
 FF2167'(2.10 MI) NORTHWESTERLY ALONG LITTLE JOHN ROAD, THENCE 3.0 KM
 FF2167'(1.85 MI) NORTHERLY ALONG WOODSTOCK CUBA ROAD, THENCE 1.7 KM
 FF2167'(1.05 MI) WESTERLY ALONG LOCKE CUBA ROAD, THENCE 1.9 KM (1.20 MI)
 FF2167'NORTHERLY ALONG HINES ROAD, 69.0 M (226.4 FT) SOUTH OF THE CENTERLINE
 FF2167'OF MILLINGTON CUBA ROAD, 45.9 M (150.6 FT) SOUTHEAST OF A FIRE
 FF2167'HYDRANT, 39.6 M (129.9 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A
 FF2167'HOUSE AT 1643 MILLINGTON CUBA ROAD, 4.5 M (14.8 FT) EAST OF AND LEVEL
 FF2167'WITH THE CENTERLINE OF HINES ROAD, AND THE MONUMENT IS FLUSH WITH THE
 FF2167'GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT BY A MOWER AND IS
 FF2167'SILGHTLY LEANING.
 FF2167
 FF2167                          STATION RECOVERY (1999)
 FF2167
 FF2167'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FF2167'RECOVERED AS DESCRIBED.
 FF2167
 FF2167                          STATION RECOVERY (2002)
 FF2167
 FF2167'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2167'RECOVERED IN GOOD CONDITION.
 FF2167
 FF2167                          STATION RECOVERY (2003)
 FF2167
 FF2167'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2167'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2806 ***********************************************************************
 FE2806  DESIGNATION -  034
 FE2806  PID         -  FE2806
 FE2806  STATE/COUNTY-  TN/SHELBY
 FE2806  USGS QUAD   -  MILLINGTON (1997)
 FE2806
 FE2806                         *CURRENT SURVEY CONTROL
 FE2806  ___________________________________________________________________
 FE2806* NAD 83(1995)-  35 17 29.05298(N)    089 57 48.14161(W)     ADJUSTED  
 FE2806* NAVD 88     -        97.054  (meters)     318.42   (feet)  ADJUSTED  
 FE2806  ___________________________________________________________________
 FE2806  X           -       3,331.781 (meters)                     COMP
 FE2806  Y           -  -5,211,872.123 (meters)                     COMP
 FE2806  Z           -   3,664,342.506 (meters)                     COMP
 FE2806  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FE2806  ELLIP HEIGHT-          69.73  (meters)          (05/31/05) GPS OBS
 FE2806  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE2806  DYNAMIC HT  -          96.968 (meters)     318.14  (feet)  COMP
 FE2806  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 FE2806
 FE2806  HORZ ORDER  -  FIRST
 FE2806  VERT ORDER  -  FIRST     CLASS II
 FE2806  ELLP ORDER  -  FOURTH    CLASS II
 FE2806
 FE2806.The horizontal coordinates were established by GPS observations
 FE2806.and adjusted by the National Geodetic Survey in April 2001..
 FE2806
 FE2806.The orthometric height was determined by differential leveling
 FE2806.and adjusted by the National Geodetic Survey in August 1995..
 FE2806
 FE2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2806
 FE2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2806
 FE2806.The ellipsoidal height was determined by GPS observations
 FE2806.and is referenced to NAD 83.
 FE2806
 FE2806.The geoid height was determined by GEOID03.
 FE2806
 FE2806.The dynamic height is computed by dividing the NAVD 88
 FE2806.geopotential number by the normal gravity value computed on the
 FE2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2806.degrees latitude (g = 980.6199 gals.).
 FE2806
 FE2806.The modeled gravity was interpolated from observed gravity values.
 FE2806
 FE2806;                    North         East     Units Scale Factor Converg.
 FE2806;SPC TN       -   113,597.074   239,579.405   MT  0.99999295   -2 19 13.1
 FE2806;SPC TN       -   372,693.07    786,020.10   sFT  0.99999295   -2 19 13.1
 FE2806;UTM  16      - 3,909,387.810   230,509.237   MT  1.00049512   -1 42 47.1
 FE2806;UTM  15      - 3,909,589.580   776,154.646   MT  1.00053994   +1 45 19.7
 FE2806
 FE2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2806!SPC TN       -   0.99998906  x   0.99999295  =   0.99998201
 FE2806!UTM  16      -   0.99998906  x   1.00049512  =   1.00048417
 FE2806!UTM  15      -   0.99998906  x   1.00053994  =   1.00052899
 FE2806
 FE2806                          SUPERSEDED SURVEY CONTROL
 FE2806
 FE2806  ELLIP H (04/26/01)   69.77   (m)                       GP(       ) 4 1
 FE2806  NAVD 88 (03/28/02)   97.06   (m)          318.4    (f) LEVELING    3  
 FE2806
 FE2806.Superseded values are not recommended for survey control.
 FE2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2806.See file dsdata.txt to determine how the superseded data were derived.
 FE2806
 FE2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3050909388(NAD 83)
 FE2806_MARKER: DD = SURVEY DISK
 FE2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2806_SP_SET: CONCRETE POST
 FE2806_STAMPING: 034
 FE2806_MARK LOGO: MLGW  
 FE2806_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2806+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 FE2806
 FE2806  HISTORY     - Date     Condition        Report By
 FE2806  HISTORY     - UNK      MONUMENTED       MLGW
 FE2806  HISTORY     - 19920116 GOOD             NGS
 FE2806  HISTORY     - 19990111 GOOD             TN1620
 FE2806  HISTORY     - 20021007 GOOD             USACE
 FE2806  HISTORY     - 20030703 GOOD             EMCINC
 FE2806
 FE2806                          STATION DESCRIPTION
 FE2806
 FE2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2806'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2806'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 0.2 KM (0.10 MI)
 FE2806'NORTHEAST OF THE JUNCTION OF LUCY ROAD, IN A MEDIAN OF THE HIGHWAY,
 FE2806'23.5 M (77.1 FT)  NORTHEAST OF THE CENTER OF A HIGHWAY CROSSOVER,
 FE2806'16.0 M (52.5 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST-BOUND
 FE2806'LANES OF THE HIGHWAY, 6.7 M (22.0 FT) NORTHWEST OF THE CENTERLINE OF
 FE2806'THE NORTHEAST-BOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE
 FE2806'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FE2806'SURFACE.
 FE2806
 FE2806                          STATION RECOVERY (1999)
 FE2806
 FE2806'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FE2806'RECOVERED AS DESCRIBED.
 FE2806
 FE2806                          STATION RECOVERY (2002)
 FE2806
 FE2806'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2806'RECOVERED IN GOOD CONDITION.
 FE2806
 FE2806                          STATION RECOVERY (2003)
 FE2806
 FE2806'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2806'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2810 ***********************************************************************
 FE2810  DESIGNATION -  052
 FE2810  PID         -  FE2810
 FE2810  STATE/COUNTY-  TN/SHELBY
 FE2810  USGS QUAD   -  MILLINGTON (1997)
 FE2810
 FE2810                         *CURRENT SURVEY CONTROL
 FE2810  ___________________________________________________________________
 FE2810* NAD 83(1995)-  35 16 22.21265(N)    089 58 56.63880(W)     ADJUSTED  
 FE2810* NAVD 88     -        73.088  (meters)     239.79   (feet)  ADJUSTED  
 FE2810  ___________________________________________________________________
 FE2810  X           -       1,601.362 (meters)                     COMP
 FE2810  Y           -  -5,213,043.200 (meters)                     COMP
 FE2810  Z           -   3,662,647.116 (meters)                     COMP
 FE2810  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FE2810  ELLIP HEIGHT-          45.77  (meters)          (05/31/05) GPS OBS
 FE2810  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE2810  DYNAMIC HT  -          73.023 (meters)     239.58  (feet)  COMP
 FE2810  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FE2810
 FE2810  HORZ ORDER  -  FIRST
 FE2810  VERT ORDER  -  FIRST     CLASS II
 FE2810  ELLP ORDER  -  FOURTH    CLASS II
 FE2810
 FE2810.The horizontal coordinates were established by GPS observations
 FE2810.and adjusted by the National Geodetic Survey in April 2001..
 FE2810
 FE2810.The orthometric height was determined by differential leveling
 FE2810.and adjusted by the National Geodetic Survey in August 1995..
 FE2810
 FE2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2810
 FE2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2810
 FE2810.The ellipsoidal height was determined by GPS observations
 FE2810.and is referenced to NAD 83.
 FE2810
 FE2810.The geoid height was determined by GEOID03.
 FE2810
 FE2810.The dynamic height is computed by dividing the NAVD 88
 FE2810.geopotential number by the normal gravity value computed on the
 FE2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2810.degrees latitude (g = 980.6199 gals.).
 FE2810
 FE2810.The modeled gravity was interpolated from observed gravity values.
 FE2810
 FE2810;                    North         East     Units Scale Factor Converg.
 FE2810;SPC TN       -   111,609.127   237,766.287   MT  0.99999605   -2 19 53.2
 FE2810;SPC TN       -   366,170.94    780,071.56   sFT  0.99999605   -2 19 53.2
 FE2810;UTM  16      - 3,907,379.728   228,716.398   MT  1.00050707   -1 43 23.9
 FE2810;UTM  15      - 3,907,476.661   774,486.496   MT  1.00052862   +1 44 37.2
 FE2810
 FE2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2810!SPC TN       -   0.99999282  x   0.99999605  =   0.99998887
 FE2810!UTM  16      -   0.99999282  x   1.00050707  =   1.00049988
 FE2810!UTM  15      -   0.99999282  x   1.00052862  =   1.00052143
 FE2810
 FE2810                          SUPERSEDED SURVEY CONTROL
 FE2810
 FE2810  ELLIP H (04/26/01)   45.81   (m)                       GP(       ) 4 1
 FE2810  NAVD 88 (03/28/02)   73.08   (m)          239.8    (f) LEVELING    3  
 FE2810
 FE2810.Superseded values are not recommended for survey control.
 FE2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2810.See file dsdata.txt to determine how the superseded data were derived.
 FE2810
 FE2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2871607380(NAD 83)
 FE2810_MARKER: DD = SURVEY DISK
 FE2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2810_SP_SET: CONCRETE POST
 FE2810_STAMPING: 052
 FE2810_MARK LOGO: MLGW  
 FE2810_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2810+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FE2810
 FE2810  HISTORY     - Date     Condition        Report By
 FE2810  HISTORY     - UNK      MONUMENTED       MLGW
 FE2810  HISTORY     - 19920116 GOOD             NGS
 FE2810  HISTORY     - 19990103 GOOD             TN1620
 FE2810  HISTORY     - 20021007 GOOD             USACE
 FE2810  HISTORY     - 20021218 GOOD             TN1620
 FE2810  HISTORY     - 20030702 GOOD             EMCINC
 FE2810
 FE2810                          STATION DESCRIPTION
 FE2810
 FE2810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2810'10.1 KM (6.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE
 FE2810'JUNCTION OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, IN A MEDIAN
 FE2810'BETWEEN FITE ROAD AND A HIGHWAY ENTRANCE ROAD, 17.1 M (56.1 FT) NORTH
 FE2810'OF THE CENTERLINE OF FITE ROAD, 11.3 M (37.1 FT) WEST-SOUTHWEST OF
 FE2810'THE CENTER OF THE ENTRANCE ROAD, 8.2 M (26.9 FT) SOUTHEAST OF THE
 FE2810'NORTHEAST-BOUND LANES OF THE HIGHWAY, 3.1 M (10.2 FT) NORTHWEST OF A
 FE2810'UTILITY POLE WITH A TRAFFIC LIGHT CONTROL BOX ATTACHED, 0.3 M
 FE2810'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A
 FE2810'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2810
 FE2810                          STATION RECOVERY (1999)
 FE2810
 FE2810'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FE2810'RECOVERED AS DESCRIBED.
 FE2810
 FE2810                          STATION RECOVERY (2002)
 FE2810
 FE2810'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2810'RECOVERED IN GOOD CONDITION.
 FE2810
 FE2810                          STATION RECOVERY (2002)
 FE2810
 FE2810'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 FE2810'RECOVERED IN GOOD CONDITION.
 FE2810
 FE2810                          STATION RECOVERY (2003)
 FE2810
 FE2810'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2810'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2815 ***********************************************************************
 FE2815  DESIGNATION -  069
 FE2815  PID         -  FE2815
 FE2815  STATE/COUNTY-  TN/SHELBY
 FE2815  USGS QUAD   -  EADS (1983)
 FE2815
 FE2815                         *CURRENT SURVEY CONTROL
 FE2815  ___________________________________________________________________
 FE2815* NAD 83(1995)-  35 12 21.27879(N)    089 42 42.68617(W)     ADJUSTED  
 FE2815* NAVD 88     -       102.23   (meters)     335.4    (feet)  LEVELING  
 FE2815  ___________________________________________________________________
 FE2815  X           -      26,238.155 (meters)                     COMP
 FE2815  Y           -  -5,217,285.446 (meters)                     COMP
 FE2815  Z           -   3,656,599.349 (meters)                     COMP
 FE2815  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FE2815  ELLIP HEIGHT-          74.78  (meters)          (04/26/01) GPS OBS
 FE2815  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2815
 FE2815  HORZ ORDER  -  FIRST
 FE2815  VERT ORDER  -  THIRD
 FE2815  ELLP ORDER  -  FOURTH    CLASS I
 FE2815
 FE2815.The horizontal coordinates were established by GPS observations
 FE2815.and adjusted by the National Geodetic Survey in April 2001..
 FE2815
 FE2815.The orthometric height was determined by differential leveling.
 FE2815.The vertical network tie was performed by a horz. field party for horz.
 FE2815.obs reductions. Reset procedures were used to establish the elevation.
 FE2815
 FE2815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2815
 FE2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2815
 FE2815.The ellipsoidal height was determined by GPS observations
 FE2815.and is referenced to NAD 83.
 FE2815
 FE2815.The geoid height was determined by GEOID03.
 FE2815
 FE2815;                    North         East     Units Scale Factor Converg.
 FE2815;SPC TN       -   103,221.992   262,080.681   MT  1.00000807   -2 10 23.0
 FE2815;SPC TN       -   338,654.15    859,843.03   sFT  1.00000807   -2 10 23.0
 FE2815;UTM  16      - 3,899,247.845   253,128.894   MT  1.00035116   -1 33 51.2
 FE2815
 FE2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2815!SPC TN       -   0.99998826  x   1.00000807  =   0.99999633
 FE2815!UTM  16      -   0.99998826  x   1.00035116  =   1.00033942
 FE2815
 FE2815                          SUPERSEDED SURVEY CONTROL
 FE2815
 FE2815.No superseded survey control is available for this station.
 FE2815
 FE2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5312999248(NAD 83)
 FE2815_MARKER: DD = SURVEY DISK
 FE2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2815_SP_SET: CONCRETE POST
 FE2815_STAMPING: 069
 FE2815_MARK LOGO: MLGW  
 FE2815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2815+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 FE2815
 FE2815  HISTORY     - Date     Condition        Report By
 FE2815  HISTORY     - UNK      MONUMENTED       MLGW
 FE2815  HISTORY     - 19920115 GOOD             NGS
 FE2815  HISTORY     - 19981007 GOOD             TN1620
 FE2815  HISTORY     - 20020724 GOOD             TN1620
 FE2815
 FE2815                          STATION DESCRIPTION
 FE2815
 FE2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2815'11.4 KM (7.10 MI) EASTERLY ALONG U.S. HIGHWAY 64 (STAGE ROAD) FROM THE
 FE2815'JUNCTION OF U.S. HIGHWAY 70 (SUMMER AVENUE) IN BARTLETT, AT A HIGH
 FE2815'LINE CROSSING, 99.0 M (324.8 FT) NORTH OF THE CENTERLINE OF THE
 FE2815'WESTBOUND LANES OF THE HIGHWAY, 54.0 M (177.2 FT) WEST OF THE
 FE2815'SOUTHWEST LEG OF THE CENTER 1 OF 3 POWER TRANSMISSION TOWERS, 42.1 M
 FE2815'(138.1 FT) SOUTHWEST OF THE SOUTHEAST LEG OF THE MOST WESTERLY 1 OF 3
 FE2815'POWER TRANSMISSION TOWERS, 20.2 M (66.3 FT) EAST-NORTHEAST OF THE
 FE2815'EAST CORNER OF A CHAIN-LINK FENCE SURROUNDING A GAS PIPELINE VALVE,
 FE2815'14.8 M (48.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE, 10.6
 FE2815'M (34.8 FT) WEST OF A FENCE, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE
 FE2815'HIGHWAY, NEAR THE CENTER OF 3 WITNESS POSTS, AND THE MONUMENT IS
 FE2815'FLUSH WITH THE GROUND SURFACE.
 FE2815
 FE2815                          STATION RECOVERY (1998)
 FE2815
 FE2815'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2815'RECOVERED AS DESCRIBED.
 FE2815
 FE2815                          STATION RECOVERY (2002)
 FE2815
 FE2815'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 FE2815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2814 ***********************************************************************
 FE2814  DESIGNATION -  070
 FE2814  PID         -  FE2814
 FE2814  STATE/COUNTY-  TN/SHELBY
 FE2814  USGS QUAD   -  EADS (1983)
 FE2814
 FE2814                         *CURRENT SURVEY CONTROL
 FE2814  ___________________________________________________________________
 FE2814* NAD 83(1995)-  35 12 20.44992(N)    089 44 44.49813(W)     ADJUSTED  
 FE2814* NAVD 88     -       122.02   (meters)     400.3    (feet)  LEVELING  
 FE2814  ___________________________________________________________________
 FE2814  X           -      23,157.162 (meters)                     COMP
 FE2814  Y           -  -5,217,330.944 (meters)                     COMP
 FE2814  Z           -   3,656,589.897 (meters)                     COMP
 FE2814  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FE2814  ELLIP HEIGHT-          94.59  (meters)          (04/26/01) GPS OBS
 FE2814  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE2814
 FE2814  HORZ ORDER  -  FIRST
 FE2814  VERT ORDER  -  THIRD
 FE2814  ELLP ORDER  -  FOURTH    CLASS I
 FE2814
 FE2814.The horizontal coordinates were established by GPS observations
 FE2814.and adjusted by the National Geodetic Survey in April 2001..
 FE2814
 FE2814.The orthometric height was determined by differential leveling.
 FE2814.The vertical network tie was performed by a horz. field party for horz.
 FE2814.obs reductions. Reset procedures were used to establish the elevation.
 FE2814
 FE2814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2814
 FE2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2814
 FE2814.The ellipsoidal height was determined by GPS observations
 FE2814.and is referenced to NAD 83.
 FE2814
 FE2814.The geoid height was determined by GEOID03.
 FE2814
 FE2814;                    North         East     Units Scale Factor Converg.
 FE2814;SPC TN       -   103,313.830   259,000.787   MT  1.00000812   -2 11 34.4
 FE2814;SPC TN       -   338,955.46    849,738.42   sFT  1.00000812   -2 11 34.4
 FE2814;UTM  16      - 3,899,306.964   250,047.111   MT  1.00037003   -1 35 01.5
 FE2814
 FE2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2814!SPC TN       -   0.99998515  x   1.00000812  =   0.99999327
 FE2814!UTM  16      -   0.99998515  x   1.00037003  =   1.00035518
 FE2814
 FE2814                          SUPERSEDED SURVEY CONTROL
 FE2814
 FE2814.No superseded survey control is available for this station.
 FE2814
 FE2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5004799307(NAD 83)
 FE2814_MARKER: DD = SURVEY DISK
 FE2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2814_SP_SET: CONCRETE POST
 FE2814_STAMPING: 070
 FE2814_MARK LOGO: MLGW  
 FE2814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2814+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2814
 FE2814  HISTORY     - Date     Condition        Report By
 FE2814  HISTORY     - UNK      MONUMENTED       MLGW
 FE2814  HISTORY     - 19920115 GOOD             NGS
 FE2814  HISTORY     - 19960522 GOOD             TN1620
 FE2814  HISTORY     - 19981007 GOOD             TN1620
 FE2814  HISTORY     - 20021001 GOOD             USACE
 FE2814  HISTORY     - 20031202 MARK NOT FOUND   TN1620
 FE2814
 FE2814                          STATION DESCRIPTION
 FE2814
 FE2814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2814'8.2 KM (5.10 MI) EASTERLY ALONG U.S. HIGHWAY 64 (STAGE ROAD) FROM THE
 FE2814'JUNCTION OF U.S. HIGHWAY 70 (SUMMER AVENUE) IN BARTLETT, 143.0 M
 FE2814'(469.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 FE2814'HIGHWAY, 46.9 M (153.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2814'SAINT PAUL UNITED METHODIST CHURCH, 40.6 M (133.2 FT) SOUTH OF A FIRE
 FE2814'HYDRANT, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF DAVIES PLANTATION
 FE2814'ROAD, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE HIGHWAY, NEAR THE CENTER
 FE2814'OF 3 WITNESS POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FE2814'SURFACE.
 FE2814
 FE2814                          STATION RECOVERY (1996)
 FE2814
 FE2814'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (SB)
 FE2814'RECOVERED IN GOOD CONDITION.
 FE2814
 FE2814                          STATION RECOVERY (1998)
 FE2814
 FE2814'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2814'RECOVERED AS DESCRIBED.
 FE2814
 FE2814                          STATION RECOVERY (2002)
 FE2814
 FE2814'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2814'RECOVERED IN GOOD CONDITION.
 FE2814
 FE2814                          STATION RECOVERY (2003)
 FE2814
 FE2814'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 FE2814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9831 ***********************************************************************
 AI9831  SACS        -  This is a Secondary Airport Control Station.
 AI9831  DESIGNATION -  0M1 A
 AI9831  PID         -  AI9831
 AI9831  STATE/COUNTY-  TN/HENDERSON
 AI9831  USGS QUAD   -  JEANNETTE (1986)
 AI9831
 AI9831                         *CURRENT SURVEY CONTROL
 AI9831  ___________________________________________________________________
 AI9831* NAD 83(1995)-  35 37 58.88254(N)    088 07 28.94179(W)     ADJUSTED  
 AI9831* NAVD 88     -       158.20   (meters)     519.0    (feet)  GPS OBS   
 AI9831  ___________________________________________________________________
 AI9831  X           -     169,836.440 (meters)                     COMP
 AI9831  Y           -  -5,187,152.762 (meters)                     COMP
 AI9831  Z           -   3,695,249.359 (meters)                     COMP
 AI9831  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AI9831  ELLIP HEIGHT-         130.09  (meters)          (02/20/01) GPS OBS
 AI9831  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AI9831
 AI9831  HORZ ORDER  -  FIRST
 AI9831  ELLP ORDER  -  SECOND    CLASS I
 AI9831
 AI9831.This mark is at Scott Field Airport (0M1)
 AI9831
 AI9831.The horizontal coordinates were established by GPS observations
 AI9831.and adjusted by the National Geodetic Survey in February 2001..
 AI9831
 AI9831.The orthometric height was determined by GPS observations and a
 AI9831.high-resolution geoid model.
 AI9831
 AI9831.GPS derived orthometric heights for airport stations designated as
 AI9831.PACS or SACS are published to 2 decimal places.  This maintains
 AI9831.centimeter relative accuracy between the PACS and SACS.  It does
 AI9831.not indicate centimeter accuracy relative to other marks which are
 AI9831.part of the NAVD 88 network.
 AI9831
 AI9831.Photographs are available for this station.
 AI9831
 AI9831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9831
 AI9831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9831
 AI9831.The ellipsoidal height was determined by GPS observations
 AI9831.and is referenced to NAD 83.
 AI9831
 AI9831.The geoid height was determined by GEOID03.
 AI9831
 AI9831;                    North         East     Units Scale Factor Converg.
 AI9831;SPC TN       -   146,288.225   407,568.924   MT  0.99995452   -1 14 38.0
 AI9831;SPC TN       -   479,947.28  1,337,165.71   sFT  0.99995452   -1 14 38.0
 AI9831;UTM  16      - 3,943,828.933   398,163.248   MT  0.99972780   -0 39 19.1
 AI9831
 AI9831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9831!SPC TN       -   0.99997958  x   0.99995452  =   0.99993410
 AI9831!UTM  16      -   0.99997958  x   0.99972780  =   0.99970739
 AI9831
 AI9831                          SUPERSEDED SURVEY CONTROL
 AI9831
 AI9831.No superseded survey control is available for this station.
 AI9831
 AI9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9816343829(NAD 83)
 AI9831_MARKER: DD = SURVEY DISK
 AI9831_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9831_STAMPING: 0M1 A
 AI9831_MARK LOGO: NGS   
 AI9831_PROJECTION: FLUSH
 AI9831_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9831+STABILITY: SURFACE MOTION
 AI9831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9831+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9831_ROD/PIPE-DEPTH: 1    meters
 AI9831
 AI9831  HISTORY     - Date     Condition        Report By
 AI9831  HISTORY     - 1996     MONUMENTED       LOWE
 AI9831
 AI9831                          STATION DESCRIPTION
 AI9831
 AI9831'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9831'THE STATION IS LOCATED ABOUT 1.53 KM (0.95 MI) SOUTHWEST OF THE
 AI9831'JUNCTION OF U.S. HIGHWAY 412 AND STATE HIGHWAY 69 IN PARSONS, AND
 AI9831'AT THE PARSONS MUNICIPAL AIRPORT (SCOTT FIELD). SCOTT FIELD IS AN
 AI9831'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9831'AIRPORT CONTACT, BILL BROWN, TELEPHONE NUMBER 901-847-7423,
 AI9831'BEFORE ENTERING THE FIELD.
 AI9831' 
 AI9831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 412 AND
 AI9831'STATE HIGHWAY 69 IN PARSONS, GO SOUTH 1.05 KM (0.65 MI) ON STATE
 AI9831'HIGHWAY 69 TO NINTH STREET. TURN RIGHT AND GO SOUTHWEST 0.56 KM
 AI9831'(0.35 MI), ON NINTH STREET, TO THE AIRPORT OFFICE ON THE LEFT AND THE
 AI9831'GATE AHEAD. FROM THE GATE, GO WEST 0.08 KM (0.05 MI) ALONG THE
 AI9831'TAXIWAY TO THE RUNWAY. TURN LEFT AND GO 0.72 KM (0.45 MI) SOUTH TO
 AI9831'THE END OF THE RUNWAY AND THE STATION ON THE LEFT.
 AI9831' 
 AI9831'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9831'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9831'NGS
 AI9831'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9831'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND
 AI9831'FROM THE BOTTOM OF THE PIPE. THE STATION IS 54.6 M (179.1 FT)
 AI9831'SOUTHEAST FROM THE SOUTHEASTERLYMOST RUNWAY LIGHT ON THE
 AI9831'EAST SIDE OF THE RUNWAY AT THE AIRPLANE TURNAROUND, 37.9 M (124.3
 AI9831'FT) EAST-NORTHEAST FROM THE CENTERLINE OF RUNWAY 33, 23.7 M (77.8
 AI9831'FT) NORTHEAST FROM THE MOST EASTERLY THRESHOLD LIGHT, AND 7.5 M
 AI9831'(24.6 FT) NORTH FROM THE STEEL SUPPORT PIPE FOR A STROBE LIGHT. THIS
 AI9831'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9831' 
 AI9831'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9847 ***********************************************************************
 AI9847  SACS        -  This is a Secondary Airport Control Station.
 AI9847  DESIGNATION -  0M4 A
 AI9847  PID         -  AI9847
 AI9847  STATE/COUNTY-  TN/BENTON
 AI9847  USGS QUAD   -  CAMDEN (1984)
 AI9847
 AI9847                         *CURRENT SURVEY CONTROL
 AI9847  ___________________________________________________________________
 AI9847* NAD 83(1995)-  36 00 54.86190(N)    088 07 09.02044(W)     ADJUSTED  
 AI9847* NAVD 88     -       141.23   (meters)     463.4    (feet)  GPS OBS   
 AI9847  ___________________________________________________________________
 AI9847  X           -     169,522.271 (meters)                     COMP
 AI9847  Y           -  -5,162,313.270 (meters)                     COMP
 AI9847  Z           -   3,729,625.897 (meters)                     COMP
 AI9847  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AI9847  ELLIP HEIGHT-         112.83  (meters)          (02/20/01) GPS OBS
 AI9847  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AI9847
 AI9847  HORZ ORDER  -  FIRST
 AI9847  ELLP ORDER  -  SECOND    CLASS I
 AI9847
 AI9847.This mark is at Benton County Airport (0M4)
 AI9847
 AI9847.The horizontal coordinates were established by GPS observations
 AI9847.and adjusted by the National Geodetic Survey in February 2001..
 AI9847
 AI9847.The orthometric height was determined by GPS observations and a
 AI9847.high-resolution geoid model.
 AI9847
 AI9847.GPS derived orthometric heights for airport stations designated as
 AI9847.PACS or SACS are published to 2 decimal places.  This maintains
 AI9847.centimeter relative accuracy between the PACS and SACS.  It does
 AI9847.not indicate centimeter accuracy relative to other marks which are
 AI9847.part of the NAVD 88 network.
 AI9847
 AI9847.Photographs are available for this station.
 AI9847
 AI9847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9847
 AI9847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9847
 AI9847.The ellipsoidal height was determined by GPS observations
 AI9847.and is referenced to NAD 83.
 AI9847
 AI9847.The geoid height was determined by GEOID03.
 AI9847
 AI9847;                    North         East     Units Scale Factor Converg.
 AI9847;SPC TN       -   188,674.423   408,988.208   MT  0.99995338   -1 14 26.3
 AI9847;SPC TN       -   619,009.34  1,341,822.15   sFT  0.99995338   -1 14 26.3
 AI9847;UTM  16      - 3,986,217.937   399,149.071   MT  0.99972532   -0 39 29.3
 AI9847
 AI9847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9847!SPC TN       -   0.99998229  x   0.99995338  =   0.99993567
 AI9847!UTM  16      -   0.99998229  x   0.99972532  =   0.99970762
 AI9847
 AI9847:                Primary Azimuth Mark                     Grid Az
 AI9847:SPC TN       -  GPS 30                                   224 36 22.0
 AI9847:UTM  16      -  GPS 30                                   224 01 25.0
 AI9847
 AI9847|---------------------------------------------------------------------|
 AI9847| PID    Reference Object                     Distance      Geod. Az  |
 AI9847|                                                           dddmmss.s |
 AI9847| GD1866 GPS 30                              478.956 METERS 2232155.7 |
 AI9847|---------------------------------------------------------------------|
 AI9847
 AI9847                          SUPERSEDED SURVEY CONTROL
 AI9847
 AI9847.No superseded survey control is available for this station.
 AI9847
 AI9847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9914986218(NAD 83)
 AI9847_MARKER: DD = SURVEY DISK
 AI9847_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9847_STAMPING: 0M4 A 1996
 AI9847_MARK LOGO: NGS   
 AI9847_PROJECTION: FLUSH
 AI9847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9847+STABILITY: SURFACE MOTION
 AI9847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9847+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9847_ROD/PIPE-DEPTH: 1    meters
 AI9847
 AI9847  HISTORY     - Date     Condition        Report By
 AI9847  HISTORY     - 1996     MONUMENTED       LOWE
 AI9847
 AI9847                          STATION DESCRIPTION
 AI9847
 AI9847'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9847'THE STATION IS LOCATED ABOUT 5.9 KM (3.65 MI) SOUTHWEST OF CAMDEN
 AI9847'AT THE BENTON COUNTY AIRPORT. BENTON COUNTY AIRPORT IS AN
 AI9847'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9847'AIRPORT MANAGER, BILLY HIGHTOWER, TELEPHONE NUMBER 901-584-5343,
 AI9847'BEFORE ENTERING THE FIELD.
 AI9847' 
 AI9847'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 641 AND U.S.
 AI9847'HIGHWAY 70 BYPASS, GO 0.24 KM (0.15 MI) WEST ON U.S. HIGHWAY 70
 AI9847'BYPASS TO THE JUNCTION OF NATCHEZ TRACE ROAD. TURN LEFT AND GO
 AI9847'SOUTH ON NATCHEZ TRACE ROAD 2.66 KM (1.65 MI) TO THE JUNCTION OF
 AI9847'THE AIRPORT ENTRANCE ROAD. TURN LEFT AND GO EAST 0.32 KM (0.20 MI)
 AI9847'ON THE ENTRANCE ROAD TO THE OFFICE OF THE BENTON COUNTY AIRPORT
 AI9847'AND THE GATE AHEAD. FROM THE GATE GO NORTHEAST 0.16 KM
 AI9847'(0.10 MI) ACROSS THE APRON TO THE RUNWAY. TURN LEFT ON THE RUNWAY
 AI9847'AND GO NORTH 0.32 KM (0.20 MI) TO THE END OF THE RUNWAY AND THE
 AI9847'STATION ON THE RIGHT.
 AI9847' 
 AI9847'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9847'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9847'NGS
 AI9847'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9847'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND
 AI9847'FROM THE BOTTOM OF THE PIPE. THE STATION IS 54.5 M (178.8 FT)
 AI9847'EAST-NORTHEAST FROM THE EASTERNMOST THRESHOLD LIGHT, 50.3 M
 AI9847'(165.0 FT) NORTHWEST FROM THE AIRPORT BOUNDARY FENCE, AND 38.59 M
 AI9847'(126.61 FT) NORTH-NORTHEAST FROM THE NORTHEAST STROBE LIGHT. THIS
 AI9847'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9847' 
 AI9847'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0978 ***********************************************************************
 GB0978  DESIGNATION -  1
 GB0978  PID         -  GB0978
 GB0978  STATE/COUNTY-  TN/MORGAN
 GB0978  USGS QUAD   -  RUGBY (1984)
 GB0978
 GB0978                         *CURRENT SURVEY CONTROL
 GB0978  ___________________________________________________________________
 GB0978* NAD 83(1986)-  36 21 03.     (N)    084 43 54.     (W)     SCALED    
 GB0978* NAVD 88     -       375.64   (+/-2cm)    1232.4    (feet)  VERTCON   
 GB0978  ___________________________________________________________________
 GB0978  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GB0978
 GB0978  VERT ORDER  -  ? (See Below)
 GB0978
 GB0978.The horizontal coordinates were scaled from a topographic map and have
 GB0978.an estimated accuracy of +/- 6 seconds.
 GB0978
 GB0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB0978.The vertical order pertains to the NGVD 29 superseded value.
 GB0978
 GB0978.The geoid height was determined by GEOID03.
 GB0978
 GB0978;                    North         East    Units  Estimated Accuracy
 GB0978;SPC TN       -   224,580.      713,850.      MT  (+/- 180 meters Scaled)
 GB0978
 GB0978                          SUPERSEDED SURVEY CONTROL
 GB0978
 GB0978  NGVD 29 (??/??/92)  375.755  (m)         1232.79   (f) ADJ UNCH    ?  
 GB0978
 GB0978.Superseded values are not recommended for survey control.
 GB0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0978.See file dsdata.txt to determine how the superseded data were derived.
 GB0978
 GB0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF035252(NAD 83)
 GB0978_MARKER: O = CHISELED CIRCLE
 GB0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0978_SP_SET: WINGWALL CAPSTONE
 GB0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0978
 GB0978  HISTORY     - Date     Condition        Report By
 GB0978  HISTORY     - UNK      MONUMENTED       CGS
 GB0978  HISTORY     - 1934     GOOD             NGS
 GB0978
 GB0978                          STATION DESCRIPTION
 GB0978
 GB0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0978'9.7 MI E FROM ALLARDT.
 GB0978'IN MORGAN COUNTY, 9.7 MILES EAST ALONG STATE HIGHWAY 52 FROM
 GB0978'ALLARDT, FENTRESS COUNTY, A THE NORTHWEST WING WALL OF THE
 GB0978'BRIDGE OVER CLEAR CREEK, AND ON THE TOP OF THE SANDSTONE CAPSTONE.
 GB0978'A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0605 ***********************************************************************
 GA0605  DESIGNATION -  1
 GA0605  PID         -  GA0605
 GA0605  STATE/COUNTY-  TN/UNICOI
 GA0605  USGS QUAD   -  UNICOI (1978)
 GA0605
 GA0605                         *CURRENT SURVEY CONTROL
 GA0605  ___________________________________________________________________
 GA0605* NAD 83(1986)-  36 11 38.     (N)    082 21 00.     (W)     SCALED    
 GA0605* NAVD 88     -       587.544  (meters)    1927.63   (feet)  ADJUSTED  
 GA0605  ___________________________________________________________________
 GA0605  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA0605  DYNAMIC HT  -         586.964 (meters)    1925.73  (feet)  COMP
 GA0605  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 GA0605
 GA0605  VERT ORDER  -  SECOND    CLASS 0
 GA0605
 GA0605.The horizontal coordinates were scaled from a topographic map and have
 GA0605.an estimated accuracy of +/- 6 seconds.
 GA0605
 GA0605.The orthometric height was determined by differential leveling
 GA0605.and adjusted by the National Geodetic Survey in June 1991..
 GA0605
 GA0605.The geoid height was determined by GEOID03.
 GA0605
 GA0605.The dynamic height is computed by dividing the NAVD 88
 GA0605.geopotential number by the normal gravity value computed on the
 GA0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0605.degrees latitude (g = 980.6199 gals.).
 GA0605
 GA0605.The modeled gravity was interpolated from observed gravity values.
 GA0605
 GA0605;                    North         East    Units  Estimated Accuracy
 GA0605;SPC TN       -   212,550.      928,200.      MT  (+/- 180 meters Scaled)
 GA0605
 GA0605                          SUPERSEDED SURVEY CONTROL
 GA0605
 GA0605  NGVD 29 (??/??/92)  587.65   (m)         1928.0    (f) COMPUTED    2 0
 GA0605
 GA0605.Superseded values are not recommended for survey control.
 GA0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0605.See file dsdata.txt to determine how the superseded data were derived.
 GA0605
 GA0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA786062(NAD 83)
 GA0605_MARKER: B = BOLT
 GA0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0605_SP_SET: ABUTMENT
 GA0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0605
 GA0605  HISTORY     - Date     Condition        Report By
 GA0605  HISTORY     - UNK      MONUMENTED       NWRR
 GA0605  HISTORY     - 1935     GOOD             NGS
 GA0605
 GA0605                          STATION DESCRIPTION
 GA0605
 GA0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0605'AT UNICOI.
 GA0605'AT UNICOI, UNICOI COUNTY, ON THE CLINCHFIELD RAILROAD, 0.2 MILE
 GA0605'SOUTH OF THE STATION, AT A BRIDGE OVER A SMALL CREEK, 6 FEET WEST
 GA0605'OF THE WEST RAIL, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT,
 GA0605'AND 10 FEET LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1186 ***********************************************************************
 FC1186  DESIGNATION -  1
 FC1186  PID         -  FC1186
 FC1186  STATE/COUNTY-  TN/HAMILTON
 FC1186  USGS QUAD   -  CHATTANOOGA (1976)
 FC1186
 FC1186                         *CURRENT SURVEY CONTROL
 FC1186  ___________________________________________________________________
 FC1186* NAD 83(1986)-  35 02 15.     (N)    085 18 26.     (W)     SCALED    
 FC1186* NAVD 88     -       205.916  (meters)     675.58   (feet)  ADJUSTED  
 FC1186  ___________________________________________________________________
 FC1186  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1186  DYNAMIC HT  -         205.712 (meters)     674.91  (feet)  COMP
 FC1186  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 FC1186
 FC1186  VERT ORDER  -  FIRST     CLASS II
 FC1186
 FC1186.The horizontal coordinates were scaled from a topographic map and have
 FC1186.an estimated accuracy of +/- 6 seconds.
 FC1186
 FC1186.The orthometric height was determined by differential leveling
 FC1186.and adjusted by the National Geodetic Survey in June 1991..
 FC1186
 FC1186.The geoid height was determined by GEOID03.
 FC1186
 FC1186.The dynamic height is computed by dividing the NAVD 88
 FC1186.geopotential number by the normal gravity value computed on the
 FC1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1186.degrees latitude (g = 980.6199 gals.).
 FC1186
 FC1186.The modeled gravity was interpolated from observed gravity values.
 FC1186
 FC1186;                    North         East    Units  Estimated Accuracy
 FC1186;SPC TN       -    78,350.      663,220.      MT  (+/- 180 meters Scaled)
 FC1186
 FC1186                          SUPERSEDED SURVEY CONTROL
 FC1186
 FC1186  NGVD 29 (??/??/92)  205.951  (m)          675.69   (f) ADJ UNCH    1 2
 FC1186
 FC1186.Superseded values are not recommended for survey control.
 FC1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1186.See file dsdata.txt to determine how the superseded data were derived.
 FC1186
 FC1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD544785(NAD 83)
 FC1186_MARKER: DD = SURVEY DISK
 FC1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1186_MARK LOGO: TNGS  
 FC1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1186+STABILITY: SURFACE MOTION
 FC1186
 FC1186  HISTORY     - Date     Condition        Report By
 FC1186  HISTORY     - UNK      MONUMENTED       TNGS
 FC1186  HISTORY     - 1950     GOOD             NGS
 FC1186  HISTORY     - 1983     GOOD             NGS
 FC1186
 FC1186                          STATION DESCRIPTION
 FC1186
 FC1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1186'AT CHATTANOOGA.
 FC1186'AT CHATTANOOGA, AT THE MARKET STREET ENTRANCE TO THE TERMINAL
 FC1186'STATION, IN A SMALL LAWN, 25 1/2 FEET NORTH OF THE CENTER OF
 FC1186'THE MAIN ENTRANCE TO THE BUILDING, 6 FEET EAST OF THE EAST
 FC1186'CURB OF A SIDE WALK, ABOUT 2 FEET ABOVE THE SIDE WALK AND SET
 FC1186'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES.
 FC1186
 FC1186                          STATION RECOVERY (1983)
 FC1186
 FC1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0955 ***********************************************************************
 FE0955  DESIGNATION -  1
 FE0955  PID         -  FE0955
 FE0955  STATE/COUNTY-  TN/LAUDERDALE
 FE0955  USGS QUAD   -  FOWLKES (1983)
 FE0955
 FE0955                         *CURRENT SURVEY CONTROL
 FE0955  ___________________________________________________________________
 FE0955* NAD 83(1986)-  35 52 54.     (N)    089 25 24.     (W)     SCALED    
 FE0955* NAVD 88     -       124.125  (meters)     407.23   (feet)  ADJUSTED  
 FE0955  ___________________________________________________________________
 FE0955  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0955  DYNAMIC HT  -         124.019 (meters)     406.89  (feet)  COMP
 FE0955  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 FE0955
 FE0955  VERT ORDER  -  FIRST     CLASS I
 FE0955
 FE0955.The horizontal coordinates were scaled from a topographic map and have
 FE0955.an estimated accuracy of +/- 6 seconds.
 FE0955
 FE0955.The orthometric height was determined by differential leveling
 FE0955.and adjusted by the National Geodetic Survey in June 1991..
 FE0955
 FE0955.The geoid height was determined by GEOID03.
 FE0955
 FE0955.The dynamic height is computed by dividing the NAVD 88
 FE0955.geopotential number by the normal gravity value computed on the
 FE0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0955.degrees latitude (g = 980.6199 gals.).
 FE0955
 FE0955.The modeled gravity was interpolated from observed gravity values.
 FE0955
 FE0955;                    North         East    Units  Estimated Accuracy
 FE0955;SPC TN       -   177,190.      290,960.      MT  (+/- 180 meters Scaled)
 FE0955
 FE0955                          SUPERSEDED SURVEY CONTROL
 FE0955
 FE0955  NGVD 29 (??/??/??)  124.067  (m)          407.04   (f) ADJUSTED    1 1
 FE0955
 FE0955.Superseded values are not recommended for survey control.
 FE0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0955.See file dsdata.txt to determine how the superseded data were derived.
 FE0955
 FE0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE812735(NAD 83)
 FE0955_MARKER: DD = SURVEY DISK
 FE0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0955_SP_SET: OVERPASS
 FE0955_STAMPING: NO 1
 FE0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0955
 FE0955  HISTORY     - Date     Condition        Report By
 FE0955  HISTORY     - UNK      MONUMENTED       TNHD
 FE0955  HISTORY     - 1974     GOOD             NGS
 FE0955  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0955
 FE0955                          STATION DESCRIPTION
 FE0955
 FE0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0955'1.6 MI W FROM HALLS.
 FE0955'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0955'BAPTIST CHURCH AT HALLS, SET HORIZONTALLY IN THE TOP OF THE
 FE0955'NORTHWEST END OF THE SOUTHWEST CONCRETE GUARD RAIL FOR HIGHWAY
 FE0955'88 OVERPASS OVER U.S. HIGHWAY 51, 15.2 FEET SOUTH-SOUTHWEST OF
 FE0955'THE CENTER LINE OF HIGHWAY 88, 3.9 FEET EAST-SOUTHEAST OF THE
 FE0955'EAST END OF THE GUARD RAIL ON THE SOUTH SIDE OF HIGHWAY 88, 0.6
 FE0955'FOOT ABOVE HIGHWAY.
 FE0955
 FE0955                          STATION RECOVERY (2002)
 FE0955
 FE0955'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0955'MARK DESTROYED. OVERPASS REBUILT IN 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2391 ***********************************************************************
 FB2391  DESIGNATION -  1
 FB2391  PID         -  FB2391
 FB2391  STATE/COUNTY-  TN/BLOUNT
 FB2391  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2391
 FB2391                         *CURRENT SURVEY CONTROL
 FB2391  ___________________________________________________________________
 FB2391* NAD 83(1986)-  35 44 26.     (N)    083 59 21.     (W)     SCALED    
 FB2391* NAVD 88     -       315.234  (meters)    1034.23   (feet)  ADJUSTED  
 FB2391  ___________________________________________________________________
 FB2391  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FB2391  DYNAMIC HT  -         314.936 (meters)    1033.25  (feet)  COMP
 FB2391  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FB2391
 FB2391  VERT ORDER  -  FIRST     CLASS II
 FB2391
 FB2391.The horizontal coordinates were scaled from a topographic map and have
 FB2391.an estimated accuracy of +/- 6 seconds.
 FB2391
 FB2391.The orthometric height was determined by differential leveling
 FB2391.and adjusted by the National Geodetic Survey in June 1991..
 FB2391
 FB2391.The geoid height was determined by GEOID03.
 FB2391
 FB2391.The dynamic height is computed by dividing the NAVD 88
 FB2391.geopotential number by the normal gravity value computed on the
 FB2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2391.degrees latitude (g = 980.6199 gals.).
 FB2391
 FB2391.The modeled gravity was interpolated from observed gravity values.
 FB2391
 FB2391;                    North         East    Units  Estimated Accuracy
 FB2391;SPC TN       -   158,000.      781,870.      MT  (+/- 180 meters Scaled)
 FB2391
 FB2391                          SUPERSEDED SURVEY CONTROL
 FB2391
 FB2391  NGVD 29 (12/12/91)  315.354  (m)         1034.62   (f) ADJUSTED    1 2
 FB2391
 FB2391.Superseded values are not recommended for survey control.
 FB2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2391.See file dsdata.txt to determine how the superseded data were derived.
 FB2391
 FB2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV296592(NAD 83)
 FB2391_MARKER: DD = SURVEY DISK
 FB2391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB2391_SP_SET: SIDEWALK
 FB2391_STAMPING: 1
 FB2391_MARK LOGO: TNDT  
 FB2391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2391
 FB2391  HISTORY     - Date     Condition        Report By
 FB2391  HISTORY     - UNK      MONUMENTED       TNDT
 FB2391  HISTORY     - 1983     GOOD             NGS
 FB2391
 FB2391                          STATION DESCRIPTION
 FB2391
 FB2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2391'IN MARYVILLE.
 FB2391'IN MARYVILLE, ALONG U.S. HIGHWAYS 129 AND 441 (WEST BROADWAY AVENUE),
 FB2391'IN TOP OF THE NORTHEAST END OF THE HIGHWAY BRIDGE OVER U.S. HIGHWAY
 FB2391'NORTH 129 BYPASS, 4.66 METERS (15.3 FT) NORTHWEST OF THE CENTERLINE
 FB2391'OF THE HIGHWAYS, 1.95 METERS (6.4 FT) NORTH-NORTHEAST OF THE
 FB2391'SOUTH-SOUTHWEST END OF A STEEL GUARDRAIL, 0.66 METER (2.2 FT)
 FB2391'SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST EDGE OF THE CURBING, 0.32 METER
 FB2391'(1.0 FT) NORTHWEST OF THE SOUTHEAST CURB.
 FB2391'THE MARK IS 4.65 METERS  SSW FROM A WITNESS POST.
 FB2391'THE MARK IS 0.30 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0405 ***********************************************************************
 GC0405  DESIGNATION -  1
 GC0405  PID         -  GC0405
 GC0405  STATE/COUNTY-  TN/DAVIDSON
 GC0405  USGS QUAD   -  ANTIOCH (1983)
 GC0405
 GC0405                         *CURRENT SURVEY CONTROL
 GC0405  ___________________________________________________________________
 GC0405* NAD 83(1986)-  36 06 47.     (N)    086 41 21.     (W)     SCALED    
 GC0405* NAVD 88     -       181.441  (meters)     595.28   (feet)  ADJUSTED  
 GC0405  ___________________________________________________________________
 GC0405  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0405  DYNAMIC HT  -         181.286 (meters)     594.77  (feet)  COMP
 GC0405  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GC0405
 GC0405  VERT ORDER  -  FIRST     CLASS II
 GC0405
 GC0405.This mark is at Nashville Intl Airport (BNA)
 GC0405
 GC0405.The horizontal coordinates were scaled from a topographic map and have
 GC0405.an estimated accuracy of +/- 6 seconds.
 GC0405
 GC0405.The orthometric height was determined by differential leveling
 GC0405.and adjusted by the National Geodetic Survey in June 1991..
 GC0405
 GC0405.The geoid height was determined by GEOID03.
 GC0405
 GC0405.The dynamic height is computed by dividing the NAVD 88
 GC0405.geopotential number by the normal gravity value computed on the
 GC0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0405.degrees latitude (g = 980.6199 gals.).
 GC0405
 GC0405.The modeled gravity was interpolated from observed gravity values.
 GC0405
 GC0405;                    North         East    Units  Estimated Accuracy
 GC0405;SPC TN       -   197,680.      537,950.      MT  (+/- 180 meters Scaled)
 GC0405
 GC0405                          SUPERSEDED SURVEY CONTROL
 GC0405
 GC0405  NGVD 29 (??/??/92)  181.463  (m)          595.35   (f) ADJ UNCH    1 2
 GC0405
 GC0405.Superseded values are not recommended for survey control.
 GC0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0405.See file dsdata.txt to determine how the superseded data were derived.
 GC0405
 GC0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE279965(NAD 83)
 GC0405_MARKER: DD = SURVEY DISK
 GC0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0405_STAMPING: 1
 GC0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0405+STABILITY: SURFACE MOTION
 GC0405
 GC0405  HISTORY     - Date     Condition        Report By
 GC0405  HISTORY     - UNK      MONUMENTED       DOD
 GC0405  HISTORY     - 1949     GOOD             NGS
 GC0405  HISTORY     - 1959     GOOD             USE
 GC0405
 GC0405                          STATION DESCRIPTION
 GC0405
 GC0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0405'7.4 MI SE FROM NASHVILLE.
 GC0405'5.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0405'LOUIS RAILWAY FROM THE STATION AT NASHVILLE, THENCE ABOUT 1.0
 GC0405'MILE NORTHEAST ALONG A SPUR TRACK LEADING TO BERRY FIELD, THENCE
 GC0405'ABOUT 0.65 MILE SOUTHEAST ALONG U.S. HIGHWAY 70S, AT THE SOUTHWEST
 GC0405'CORNER OF THE AIRFIELD, AT THE EAST END OF A STONE FENCE, AND
 GC0405'AT THE JUNCTION OF THE HIGHWAY AND MC GAVOCK PIKE LEADING SOUTH
 GC0405'50 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE WEST
 GC0405'BOUND TRAFFIC LANE OF THE HIGHWAY AND MC GAVOCK PIKE, 29 FEET
 GC0405'NORTH OF THE CENTER LINE OF THE NORTH BOUND LANE OF THE HIGHWAY,
 GC0405'26 1/2 FEET WEST OF THE CENTER LINE OF GATE 2 TO BERRY FIELD,
 GC0405'2.8 FEET SOUTH-SOUTHEAST OF THE CENTER OF A CURVE IN STONE FENCE
 GC0405'LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GC0405'1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GC0405'PROJECTING 2 INCHES.
 GC0405
 GC0405                          STATION RECOVERY (1959)
 GC0405
 GC0405'RECOVERY NOTE BY US ENGINEERS 1959
 GC0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1408 ***********************************************************************
 FC1408  DESIGNATION -  1
 FC1408  PID         -  FC1408
 FC1408  STATE/COUNTY-  TN/GRUNDY
 FC1408  USGS QUAD   -  ALTO (1947)
 FC1408
 FC1408                         *CURRENT SURVEY CONTROL
 FC1408  ___________________________________________________________________
 FC1408* NAD 83(1986)-  35 17 12.     (N)    085 53 40.     (W)     SCALED    
 FC1408* NAVD 88     -       304.783  (meters)     999.94   (feet)  ADJUSTED  
 FC1408  ___________________________________________________________________
 FC1408  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1408  DYNAMIC HT  -         304.486 (meters)     998.97  (feet)  COMP
 FC1408  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 FC1408
 FC1408  VERT ORDER  -  SECOND    CLASS 0
 FC1408
 FC1408.The horizontal coordinates were scaled from a topographic map and have
 FC1408.an estimated accuracy of +/- 6 seconds.
 FC1408
 FC1408.The orthometric height was determined by differential leveling
 FC1408.and adjusted by the National Geodetic Survey in June 1991..
 FC1408
 FC1408.The geoid height was determined by GEOID03.
 FC1408
 FC1408.The dynamic height is computed by dividing the NAVD 88
 FC1408.geopotential number by the normal gravity value computed on the
 FC1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1408.degrees latitude (g = 980.6199 gals.).
 FC1408
 FC1408.The modeled gravity was interpolated from observed gravity values.
 FC1408
 FC1408;                    North         East    Units  Estimated Accuracy
 FC1408;SPC TN       -   105,780.      609,600.      MT  (+/- 180 meters Scaled)
 FC1408
 FC1408                          SUPERSEDED SURVEY CONTROL
 FC1408
 FC1408  NGVD 29 (??/??/92)  304.781  (m)          999.94   (f) ADJ UNCH    2 0
 FC1408
 FC1408.Superseded values are not recommended for survey control.
 FC1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1408.See file dsdata.txt to determine how the superseded data were derived.
 FC1408
 FC1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE005053(NAD 83)
 FC1408_MARKER: DD = SURVEY DISK
 FC1408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1408_SP_SET: BRIDGE
 FC1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1408
 FC1408  HISTORY     - Date     Condition        Report By
 FC1408  HISTORY     - UNK      MONUMENTED       TNHD
 FC1408  HISTORY     - 1962     GOOD             NGS
 FC1408
 FC1408                          STATION DESCRIPTION
 FC1408
 FC1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1408'2 MI SW FROM PELHAM.
 FC1408'THE MARK IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF PELHAM ON
 FC1408'INTERSTATE HIGHWAY 24.  TO REACH THE MARK FROM THE OVERPASS OF
 FC1408'TENNESSEE STATE HIGHWAY 50 AND INTERSTATE HIGHWAY 24 ABOUT 1.50
 FC1408'MILES SOUTHWEST OF PELHAM, GO SOUTHEAST ON INTERSTATE HIGHWAY 24
 FC1408'0.9 MILE TO THE MARK SET IN THE CENTER OF THE SIDEWALK OF WEST
 FC1408'BOUND LANE OF HIGHWAY, 69.0 FEET SOUTHEAST OF NORTHWEST END OF
 FC1408'BRIDGE OVER ELK RIVER, 16.5 FEET SOUTHWEST OF CENTER LINE OF WEST
 FC1408'BOUND LANE OF HIGHWAY.  A TENNESSEE DEPARTMENT OF HIGHWAY DISK
 FC1408'DRILLED IN A BRIDGE OVER ELK RIVER AND IS ABOUT ONE FOOT ABOVE
 FC1408'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0594 ***********************************************************************
 FE0594  HT_MOD      -  This is a Height Modernization Survey Station.
 FE0594  DESIGNATION -  1
 FE0594  PID         -  FE0594
 FE0594  STATE/COUNTY-  TN/MADISON
 FE0594  USGS QUAD   -  WESTOVER (1981)
 FE0594
 FE0594                         *CURRENT SURVEY CONTROL
 FE0594  ___________________________________________________________________
 FE0594* NAD 83(1995)-  35 37 22.31704(N)    088 58 58.97179(W)     ADJUSTED  
 FE0594* NAVD 88     -       137.33   (meters)     450.6    (feet)  GPS OBS   
 FE0594  ___________________________________________________________________
 FE0594  X           -      92,123.482 (meters)                     COMP
 FE0594  Y           -  -5,189,754.280 (meters)                     COMP
 FE0594  Z           -   3,694,321.146 (meters)                     COMP
 FE0594  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FE0594  ELLIP HEIGHT-         109.16  (meters)          (04/05/04) GPS OBS
 FE0594  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0594  DYNAMIC HT  -         137.21  (meters)     450.2   (feet)  COMP
 FE0594  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 FE0594
 FE0594  HORZ ORDER  -  B
 FE0594  VERT ORDER  -  THIRD (See Below)
 FE0594  ELLP ORDER  -  FOURTH    CLASS II
 FE0594
 FE0594.The horizontal coordinates were established by GPS observations
 FE0594.and adjusted by the National Geodetic Survey in April 2004..
 FE0594
 FE0594.The orthometric height was determined by GPS observations and a
 FE0594.high-resolution geoid model using precise GPS observation and
 FE0594.processing techniques. It supersedes the leveled height previously
 FE0594.determined for this station.
 FE0594.The vertical order pertains to the first NAVD 88 superseded value.
 FE0594
 FE0594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0594
 FE0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0594
 FE0594.The ellipsoidal height was determined by GPS observations
 FE0594.and is referenced to NAD 83.
 FE0594
 FE0594.The geoid height was determined by GEOID03.
 FE0594
 FE0594.The dynamic height is computed by dividing the NAVD 88
 FE0594.geopotential number by the normal gravity value computed on the
 FE0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0594.degrees latitude (g = 980.6199 gals.).
 FE0594
 FE0594.The modeled gravity was interpolated from observed gravity values.
 FE0594
 FE0594;                    North         East     Units Scale Factor Converg.
 FE0594;SPC TN       -   147,190.371   329,816.621   MT  0.99995516   -1 44 47.0
 FE0594;SPC TN       -   482,907.08  1,082,073.36   sFT  0.99995516   -1 44 47.0
 FE0594;UTM  16      - 3,943,930.633   320,413.914   MT  0.99999744   -1 09 19.2
 FE0594
 FE0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0594!SPC TN       -   0.99998287  x   0.99995516  =   0.99993803
 FE0594!UTM  16      -   0.99998287  x   0.99999744  =   0.99998031
 FE0594
 FE0594                          SUPERSEDED SURVEY CONTROL
 FE0594
 FE0594  NAVD 88 (06/15/91)  137.274  (m)          450.37   (f) ADJUSTED    2 0
 FE0594  NGVD 29 (??/??/??)  137.299  (m)          450.46   (f) ADJUSTED    2 0
 FE0594
 FE0594.Superseded values are not recommended for survey control.
 FE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0594.See file dsdata.txt to determine how the superseded data were derived.
 FE0594
 FE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2041443931(NAD 83)
 FE0594_MARKER: DD = SURVEY DISK
 FE0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0594_SP_SET: OVERPASS
 FE0594_MARK LOGO: TNHD  
 FE0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0594+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 FE0594
 FE0594  HISTORY     - Date     Condition        Report By
 FE0594  HISTORY     - UNK      MONUMENTED       TNHD
 FE0594  HISTORY     - 1959     GOOD             CGS
 FE0594  HISTORY     - 20020603 GOOD             USACE
 FE0594
 FE0594                          STATION DESCRIPTION
 FE0594
 FE0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0594'16.3 MI E FROM BROWNSVILLE.
 FE0594'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0594'BROWNSVILLE, THENCE 6.6 MILES NORTH-NORTHEAST ALONG INTERSTATE
 FE0594'HIGHWAY 40.  IT IS A DISK SET IN THE NORTHWEST END OF AN OVERPASS
 FE0594'OVER INTERSTATE HIGHWAY 40, 14.5 FEET SOUTH OF THE NORTH END
 FE0594'OF THE NORTHWEST WALKWAY OF THE OVERPASS.
 FE0594
 FE0594                          STATION RECOVERY (2002)
 FE0594
 FE0594'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0333 ***********************************************************************
 FF0333  DESIGNATION -  1
 FF0333  PID         -  FF0333
 FF0333  STATE/COUNTY-  TN/SHELBY
 FF0333  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0333
 FF0333                         *CURRENT SURVEY CONTROL
 FF0333  ___________________________________________________________________
 FF0333* NAD 83(1986)-  35 10 21.     (N)    090 02 40.     (W)     SCALED    
 FF0333* NAVD 88     -        70.630  (meters)     231.73   (feet)  ADJUSTED  
 FF0333  ___________________________________________________________________
 FF0333  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0333  DYNAMIC HT  -          70.566 (meters)     231.52  (feet)  COMP
 FF0333  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FF0333
 FF0333  VERT ORDER  -  FIRST     CLASS I
 FF0333
 FF0333.The horizontal coordinates were scaled from a topographic map and have
 FF0333.an estimated accuracy of +/- 6 seconds.
 FF0333
 FF0333.The orthometric height was determined by differential leveling
 FF0333.and adjusted by the National Geodetic Survey in June 1991..
 FF0333
 FF0333.The geoid height was determined by GEOID03.
 FF0333
 FF0333.The dynamic height is computed by dividing the NAVD 88
 FF0333.geopotential number by the normal gravity value computed on the
 FF0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0333.degrees latitude (g = 980.6199 gals.).
 FF0333
 FF0333.The modeled gravity was interpolated from observed gravity values.
 FF0333
 FF0333;                    North         East    Units  Estimated Accuracy
 FF0333;SPC TN       -   100,720.      231,670.      MT  (+/- 180 meters Scaled)
 FF0333
 FF0333                          SUPERSEDED SURVEY CONTROL
 FF0333
 FF0333  NGVD 29 (??/??/??)   70.591  (m)          231.60   (f) ADJUSTED    1 1
 FF0333
 FF0333.Superseded values are not recommended for survey control.
 FF0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0333.See file dsdata.txt to determine how the superseded data were derived.
 FF0333
 FF0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU691961(NAD 83)
 FF0333_MARKER: DD = SURVEY DISK
 FF0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0333_STAMPING: BM 1 72
 FF0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0333+STABILITY: SURFACE MOTION
 FF0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0333+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0333
 FF0333  HISTORY     - Date     Condition        Report By
 FF0333  HISTORY     - UNK      MONUMENTED       DOD
 FF0333  HISTORY     - 1974     GOOD             NGS
 FF0333  HISTORY     - 19940720 GOOD             TN1620
 FF0333  HISTORY     - 20021024 GOOD             USACE
 FF0333
 FF0333                          STATION DESCRIPTION
 FF0333
 FF0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0333'AT MEMPHIS.
 FF0333'AT MEMPHIS, IN THE NORTHWEST PART OF THE CITY, ABOUT 360 FEET
 FF0333'EAST OF THE MARBLE BAYOU PUMPING STATION, 265 1/2 FEET EAST OF THE
 FF0333'EAST RAIL OF MAIN TRACK OF ILLINOIS CENTRAL RAILROAD, 160 FEET
 FF0333'WEST OF THE CENTER LINE OF NORTH SECOND STREET, 70 FEET EAST OF
 FF0333'POWER POLE 83065, 22.2 FEET NORTHWEST OF THE SOUTHWEST CORNER
 FF0333'OF A METAL BUILDING, 12.2 FEET SOUTHWEST OF THE NORTHWEST CORNER
 FF0333'OF A METAL BUILDING, 22 FEET SOUTH OF THE CENTER LINE OF A GRAVEL
 FF0333'DRIVEWAY AND IN THE TOP OF A CONCRETE POST 3-INCHES UNDERGROUND.
 FF0333
 FF0333                          STATION RECOVERY (1994)
 FF0333
 FF0333'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0333'RECOVERED IN GOOD CONDITION.
 FF0333
 FF0333                          STATION RECOVERY (2002)
 FF0333
 FF0333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0333'ADD TO DESCRIPTION
 FF0333'MARK IS 9 FT W OF W FACE OF METAL BUILDING AND 12 FT E OF A CHAIN LINK
 FF0333'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2223 ***********************************************************************
 GC2223  DESIGNATION -  1
 GC2223  PID         -  GC2223
 GC2223  STATE/COUNTY-  TN/DAVIDSON
 GC2223  USGS QUAD   -  ANTIOCH (1983)
 GC2223
 GC2223                         *CURRENT SURVEY CONTROL
 GC2223  ___________________________________________________________________
 GC2223* NAD 83(1995)-  36 06 47.18234(N)    086 41 20.55767(W)     ADJUSTED  
 GC2223* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 GC2223  ___________________________________________________________________
 GC2223  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GC2223  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC2223
 GC2223  HORZ ORDER  -  SECOND
 GC2223
 GC2223.The horizontal coordinates were established by classical geodetic methods
 GC2223.and adjusted by the National Geodetic Survey in April 1999..
 GC2223
 GC2223.The orthometric height was scaled from a topographic map.
 GC2223
 GC2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2223
 GC2223.The geoid height was determined by GEOID03.
 GC2223
 GC2223;                    North         East     Units Scale Factor Converg.
 GC2223;SPC TN       -   197,683.543   537,965.086   MT  0.99996022   -0 24 12.2
 GC2223;SPC TN       -   648,566.76  1,764,973.79   sFT  0.99996022   -0 24 12.2
 GC2223;UTM  16      - 3,996,538.462   527,985.711   MT  0.99960965   +0 10 59.8
 GC2223
 GC2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2223!SPC TN       -   0.99997602  x   0.99996022  =   0.99993624
 GC2223!UTM  16      -   0.99997602  x   0.99960965  =   0.99958568
 GC2223
 GC2223                          SUPERSEDED SURVEY CONTROL
 GC2223
 GC2223  NAD 83(1995)-  36 06 47.18468(N)    086 41 20.55995(W) AD(       ) 2
 GC2223  NAD 83(1995)-  36 06 47.18676(N)    086 41 20.55920(W) AD(       ) 2
 GC2223  NAD 83(1986)-  36 06 47.19251(N)    086 41 20.56057(W) AD(       ) 2
 GC2223  NAD 27      -  36 06 46.98600(N)    086 41 20.56800(W) AD(       ) 2
 GC2223
 GC2223.Superseded values are not recommended for survey control.
 GC2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2223.See file dsdata.txt to determine how the superseded data were derived.
 GC2223
 GC2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2798696538(NAD 83)
 GC2223_MARKER: DD = SURVEY DISK
 GC2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2223_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2223_MARK LOGO: USE   
 GC2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2223+STABILITY: SURFACE MOTION
 GC2223
 GC2223  HISTORY     - Date     Condition        Report By
 GC2223  HISTORY     - 1953     MONUMENTED       USE
 GC2223
 GC2223                          STATION DESCRIPTION
 GC2223
 GC2223'DESCRIBED BY US ENGINEERS 1953 (ELJ)
 GC2223'SEE STATION NO 2509 (TNGS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1689 ***********************************************************************
 GC1689  DESIGNATION -  1 1
 GC1689  PID         -  GC1689
 GC1689  STATE/COUNTY-  TN/HUMPHREYS
 GC1689  USGS QUAD   -  WAVERLY (1987)
 GC1689
 GC1689                         *CURRENT SURVEY CONTROL
 GC1689  ___________________________________________________________________
 GC1689* NAD 83(1986)-  36 04 58.     (N)    087 47 40.     (W)     SCALED    
 GC1689* NAVD 88     -       165.451  (meters)     542.82   (feet)  ADJUSTED  
 GC1689  ___________________________________________________________________
 GC1689  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1689  DYNAMIC HT  -         165.308 (meters)     542.35  (feet)  COMP
 GC1689  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GC1689
 GC1689  VERT ORDER  -  SECOND    CLASS 0
 GC1689
 GC1689.The horizontal coordinates were scaled from a topographic map and have
 GC1689.an estimated accuracy of +/- 6 seconds.
 GC1689
 GC1689.The orthometric height was determined by differential leveling
 GC1689.and adjusted by the National Geodetic Survey in June 1991..
 GC1689
 GC1689.The geoid height was determined by GEOID03.
 GC1689
 GC1689.The dynamic height is computed by dividing the NAVD 88
 GC1689.geopotential number by the normal gravity value computed on the
 GC1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1689.degrees latitude (g = 980.6199 gals.).
 GC1689
 GC1689.The modeled gravity was interpolated from observed gravity values.
 GC1689
 GC1689;                    North         East    Units  Estimated Accuracy
 GC1689;SPC TN       -   195,580.      438,390.      MT  (+/- 180 meters Scaled)
 GC1689
 GC1689                          SUPERSEDED SURVEY CONTROL
 GC1689
 GC1689  NGVD 29 (??/??/??)  165.51   (m)          543.0    (f) RESET       3  
 GC1689
 GC1689.Superseded values are not recommended for survey control.
 GC1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1689.See file dsdata.txt to determine how the superseded data were derived.
 GC1689
 GC1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE284934(NAD 83)
 GC1689_MARKER: DB = BENCH MARK DISK
 GC1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1689_STAMPING: 1-1-1961
 GC1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1689+STABILITY: SURFACE MOTION
 GC1689
 GC1689  HISTORY     - Date     Condition        Report By
 GC1689  HISTORY     - 1961     MONUMENTED       TNHD
 GC1689  HISTORY     - 1972     GOOD             TVA
 GC1689
 GC1689                          STATION DESCRIPTION
 GC1689
 GC1689'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1689'AT WAVERLY.
 GC1689'AT THE COURTHOUSE IN WAVERLY.  IN THE N.E. CORNER OF THE
 GC1689'COURTHOUSE LAWN, 12 FEET WEST OF THE NORTH AND SOUTH SIDEWALK,
 GC1689'12 FEET SOUTH OF THE EAST AND WEST SIDEWALK, AND 4.1 FEET SOUTH
 GC1689'OF A 14 INCH MAPLE TREE.  THE MARK IS A STANDARD TENNESSEE
 GC1689'BENCH MARK IN THE TOP OF A 10 INCH CONCRETE POST FLUSH WITH THE
 GC1689'GROUND AND STAMPED 1-1 1961.
 GC1689
 GC1689                          STATION RECOVERY (1972)
 GC1689
 GC1689'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0505 ***********************************************************************
 GB0505  DESIGNATION -  1 13 8
 GB0505  PID         -  GB0505
 GB0505  STATE/COUNTY-  TN/ANDERSON
 GB0505  USGS QUAD   -  CLINTON (1990)
 GB0505
 GB0505                         *CURRENT SURVEY CONTROL
 GB0505  ___________________________________________________________________
 GB0505* NAD 83(1986)-  36 04 14.     (N)    084 14 48.     (W)     SCALED    
 GB0505* NAVD 88     -       261.617  (meters)     858.32   (feet)  ADJUSTED  
 GB0505  ___________________________________________________________________
 GB0505  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GB0505  DYNAMIC HT  -         261.378 (meters)     857.54  (feet)  COMP
 GB0505  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 GB0505
 GB0505  VERT ORDER  -  FIRST     CLASS I
 GB0505
 GB0505.The horizontal coordinates were scaled from a topographic map and have
 GB0505.an estimated accuracy of +/- 6 seconds.
 GB0505
 GB0505.The orthometric height was determined by differential leveling
 GB0505.and adjusted by the National Geodetic Survey in June 1991..
 GB0505
 GB0505.The geoid height was determined by GEOID03.
 GB0505
 GB0505.The dynamic height is computed by dividing the NAVD 88
 GB0505.geopotential number by the normal gravity value computed on the
 GB0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0505.degrees latitude (g = 980.6199 gals.).
 GB0505
 GB0505.The modeled gravity was interpolated from observed gravity values.
 GB0505
 GB0505;                    North         East    Units  Estimated Accuracy
 GB0505;SPC TN       -   194,160.      757,930.      MT  (+/- 180 meters Scaled)
 GB0505
 GB0505                          SUPERSEDED SURVEY CONTROL
 GB0505
 GB0505  NGVD 29 (??/??/92)  261.750  (m)          858.76   (f) ADJ UNCH    1 1
 GB0505
 GB0505.Superseded values are not recommended for survey control.
 GB0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0505.See file dsdata.txt to determine how the superseded data were derived.
 GB0505
 GB0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE479952(NAD 83)
 GB0505_MARKER: DD = SURVEY DISK
 GB0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0505_STAMPING: 1 13 8
 GB0505_MARK LOGO: TNDG  
 GB0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0505+STABILITY: SURFACE MOTION
 GB0505
 GB0505  HISTORY     - Date     Condition        Report By
 GB0505  HISTORY     - UNK      MONUMENTED       TNDG
 GB0505  HISTORY     - 1967     GOOD             NGS
 GB0505
 GB0505                          STATION DESCRIPTION
 GB0505
 GB0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0505'6.4 MI E FROM OLIVER SPRINGS.
 GB0505'ABOUT 6.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0505'AT OLIVER SPRINGS, ABOUT 0.2 MILE NORTHWEST OF MILEPOST 29,
 GB0505'ABOUT 0.15 MILE NORTHEAST OF A BLACK TOP ROAD CROSSING, 126 1/2
 GB0505'FEET SOUTH OF SEMAPHORE 292 D, 12.5 FEET WEST OF THE WEST
 GB0505'RAIL, 12 FEET EAST OF THE CENTER LINE OF A BLACK TOP ROAD, 4 FEET
 GB0505'NORTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 GB0505'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 2 FEET BELOW
 GB0505'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0505'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1427 ***********************************************************************
 GA1427  DESIGNATION -  1 20
 GA1427  PID         -  GA1427
 GA1427  STATE/COUNTY-  TN/HAWKINS
 GA1427  USGS QUAD   -  CHURCH HILL (1991)
 GA1427
 GA1427                         *CURRENT SURVEY CONTROL
 GA1427  ___________________________________________________________________
 GA1427* NAD 83(1986)-  36 32 36.     (N)    082 39 29.     (W)     SCALED    
 GA1427* NAVD 88     -       392.834  (meters)    1288.82   (feet)  ADJUSTED  
 GA1427  ___________________________________________________________________
 GA1427  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1427  DYNAMIC HT  -         392.480 (meters)    1287.66  (feet)  COMP
 GA1427  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GA1427
 GA1427  VERT ORDER  -  SECOND    CLASS 0
 GA1427
 GA1427.The horizontal coordinates were scaled from a topographic map and have
 GA1427.an estimated accuracy of +/- 6 seconds.
 GA1427
 GA1427.The orthometric height was determined by differential leveling
 GA1427.and adjusted by the National Geodetic Survey in June 1991..
 GA1427
 GA1427.The geoid height was determined by GEOID03.
 GA1427
 GA1427.The dynamic height is computed by dividing the NAVD 88
 GA1427.geopotential number by the normal gravity value computed on the
 GA1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1427.degrees latitude (g = 980.6199 gals.).
 GA1427
 GA1427.The modeled gravity was interpolated from observed gravity values.
 GA1427
 GA1427;                    North         East    Units  Estimated Accuracy
 GA1427;SPC TN       -   250,310.      899,190.      MT  (+/- 180 meters Scaled)
 GA1427
 GA1427                          SUPERSEDED SURVEY CONTROL
 GA1427
 GA1427  NGVD 29 (??/??/92)  392.999  (m)         1289.36   (f) ADJ UNCH    2 0
 GA1427
 GA1427.Superseded values are not recommended for survey control.
 GA1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1427.See file dsdata.txt to determine how the superseded data were derived.
 GA1427
 GA1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA515454(NAD 83)
 GA1427_MARKER: DD = SURVEY DISK
 GA1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1427_STAMPING: 1-20 1964
 GA1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1427+STABILITY: SURFACE MOTION
 GA1427
 GA1427  HISTORY     - Date     Condition        Report By
 GA1427  HISTORY     - 1964     MONUMENTED       TNHD
 GA1427
 GA1427                          STATION DESCRIPTION
 GA1427
 GA1427'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1427'3.5 MI NE FROM CHURCH HILL.
 GA1427'FROM THE INTERSECTION OF U.S. HIGHWAY 11W AND THE U.S. HIGHWAY
 GA1427'11W, KINGSPORT BY-PASS, GO WESTERLY 2.2 MILES TO THE MARK ON
 GA1427'THE RIGHT.  THE MARK IS LOCATED 23 FEET NORTHWEST OF THE APPROXIMATE
 GA1427'CENTER OF U.S. HIGHWAY 11W, 1 FOOT SOUTHEAST OF A WIRE FENCE AND
 GA1427'2.0 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 GA1427'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA1427'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1426 ***********************************************************************
 GA1426  DESIGNATION -  1 21
 GA1426  PID         -  GA1426
 GA1426  STATE/COUNTY-  TN/HAWKINS
 GA1426  USGS QUAD   -  CHURCH HILL (1991)
 GA1426
 GA1426                         *CURRENT SURVEY CONTROL
 GA1426  ___________________________________________________________________
 GA1426* NAD 83(1986)-  36 32 07.     (N)    082 40 27.     (W)     SCALED    
 GA1426* NAVD 88     -       392.197  (meters)    1286.73   (feet)  ADJUSTED  
 GA1426  ___________________________________________________________________
 GA1426  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1426  DYNAMIC HT  -         391.844 (meters)    1285.57  (feet)  COMP
 GA1426  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GA1426
 GA1426  VERT ORDER  -  SECOND    CLASS 0
 GA1426
 GA1426.The horizontal coordinates were scaled from a topographic map and have
 GA1426.an estimated accuracy of +/- 6 seconds.
 GA1426
 GA1426.The orthometric height was determined by differential leveling
 GA1426.and adjusted by the National Geodetic Survey in June 1991..
 GA1426
 GA1426.The geoid height was determined by GEOID03.
 GA1426
 GA1426.The dynamic height is computed by dividing the NAVD 88
 GA1426.geopotential number by the normal gravity value computed on the
 GA1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1426.degrees latitude (g = 980.6199 gals.).
 GA1426
 GA1426.The modeled gravity was interpolated from observed gravity values.
 GA1426
 GA1426;                    North         East    Units  Estimated Accuracy
 GA1426;SPC TN       -   249,370.      897,780.      MT  (+/- 180 meters Scaled)
 GA1426
 GA1426                          SUPERSEDED SURVEY CONTROL
 GA1426
 GA1426  NGVD 29 (??/??/92)  392.363  (m)         1287.28   (f) ADJ UNCH    2 0
 GA1426
 GA1426.Superseded values are not recommended for survey control.
 GA1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1426.See file dsdata.txt to determine how the superseded data were derived.
 GA1426
 GA1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA501446(NAD 83)
 GA1426_MARKER: DD = SURVEY DISK
 GA1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1426_STAMPING: 1-21 1964
 GA1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1426+STABILITY: SURFACE MOTION
 GA1426
 GA1426  HISTORY     - Date     Condition        Report By
 GA1426  HISTORY     - 1964     MONUMENTED       TNHD
 GA1426
 GA1426                          STATION DESCRIPTION
 GA1426
 GA1426'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1426'2 MI NE FROM CHURCH HILL.
 GA1426'FROM THE INTERSECTION OF U.S. HIGHWAY 11W AND THE U.S. 11W
 GA1426'KINGSPORT BY-PASS, GO WESTERLY 3.25 MILES TO THE MARK ON THE
 GA1426'RIGHT.  THE MARK IS LOCATED 21 FEET NORTH OF THE CENTERLINE OF
 GA1426'U.S. HIGHWAY 11W, 2.4 FEET SOUTHWEST OF TELEPHONE POLE NO.
 GA1426'T-1124-33 AND 1.1 FEET SOUTHWEST OF A METAL WITNESS POST.  THE
 GA1426'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1426'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1419 ***********************************************************************
 GA1419  DESIGNATION -  1 22
 GA1419  PID         -  GA1419
 GA1419  STATE/COUNTY-  TN/HAWKINS
 GA1419  USGS QUAD   -  CHURCH HILL (1991)
 GA1419
 GA1419                         *CURRENT SURVEY CONTROL
 GA1419  ___________________________________________________________________
 GA1419* NAD 83(1986)-  36 31 20.     (N)    082 42 47.     (W)     SCALED    
 GA1419* NAVD 88     -       374.197  (meters)    1227.68   (feet)  ADJUSTED  
 GA1419  ___________________________________________________________________
 GA1419  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1419  DYNAMIC HT  -         373.860 (meters)    1226.57  (feet)  COMP
 GA1419  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA1419
 GA1419  VERT ORDER  -  SECOND    CLASS 0
 GA1419
 GA1419.The horizontal coordinates were scaled from a topographic map and have
 GA1419.an estimated accuracy of +/- 6 seconds.
 GA1419
 GA1419.The orthometric height was determined by differential leveling
 GA1419.and adjusted by the National Geodetic Survey in June 1991..
 GA1419
 GA1419.The geoid height was determined by GEOID03.
 GA1419
 GA1419.The dynamic height is computed by dividing the NAVD 88
 GA1419.geopotential number by the normal gravity value computed on the
 GA1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1419.degrees latitude (g = 980.6199 gals.).
 GA1419
 GA1419.The modeled gravity was interpolated from observed gravity values.
 GA1419
 GA1419;                    North         East    Units  Estimated Accuracy
 GA1419;SPC TN       -   247,810.      894,350.      MT  (+/- 180 meters Scaled)
 GA1419
 GA1419                          SUPERSEDED SURVEY CONTROL
 GA1419
 GA1419.No superseded survey control is available for this station.
 GA1419
 GA1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA466432(NAD 83)
 GA1419_MARKER: DD = SURVEY DISK
 GA1419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1419_SP_SET: SIDEWALK
 GA1419_STAMPING: 1-22 1964
 GA1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1419
 GA1419  HISTORY     - Date     Condition        Report By
 GA1419  HISTORY     - 1964     MONUMENTED       TNHD
 GA1419
 GA1419                          STATION DESCRIPTION
 GA1419
 GA1419'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1419'IN CHURCH HILL.
 GA1419'FROM THE CITIZENS BANK IN CHURCH HILL, GO 0.15 MILE WESTERLY ON
 GA1419'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS 0.5 FOOT
 GA1419'EAST OF THE WEST END OF THE SIDEWALK, IN THE SOUTHWEST CORNER
 GA1419'AND CEMENTED FLUSH IN A DRILLED HOLE.  THE MARK IS A STANDARD
 GA1419'TENNESSEE HIGHWAY DEPARTMENT DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1418 ***********************************************************************
 GA1418  DESIGNATION -  1 23
 GA1418  PID         -  GA1418
 GA1418  STATE/COUNTY-  TN/HAWKINS
 GA1418  USGS QUAD   -  CHURCH HILL (1991)
 GA1418
 GA1418                         *CURRENT SURVEY CONTROL
 GA1418  ___________________________________________________________________
 GA1418* NAD 83(1986)-  36 31 20.     (N)    082 43 59.     (W)     SCALED    
 GA1418* NAVD 88     -       393.120  (meters)    1289.76   (feet)  ADJUSTED  
 GA1418  ___________________________________________________________________
 GA1418  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1418  DYNAMIC HT  -         392.766 (meters)    1288.60  (feet)  COMP
 GA1418  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 GA1418
 GA1418  VERT ORDER  -  SECOND    CLASS 0
 GA1418
 GA1418.The horizontal coordinates were scaled from a topographic map and have
 GA1418.an estimated accuracy of +/- 6 seconds.
 GA1418
 GA1418.The orthometric height was determined by differential leveling
 GA1418.and adjusted by the National Geodetic Survey in June 1991..
 GA1418
 GA1418.The geoid height was determined by GEOID03.
 GA1418
 GA1418.The dynamic height is computed by dividing the NAVD 88
 GA1418.geopotential number by the normal gravity value computed on the
 GA1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1418.degrees latitude (g = 980.6199 gals.).
 GA1418
 GA1418.The modeled gravity was interpolated from observed gravity values.
 GA1418
 GA1418;                    North         East    Units  Estimated Accuracy
 GA1418;SPC TN       -   247,750.      892,560.      MT  (+/- 180 meters Scaled)
 GA1418
 GA1418                          SUPERSEDED SURVEY CONTROL
 GA1418
 GA1418.No superseded survey control is available for this station.
 GA1418
 GA1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA448432(NAD 83)
 GA1418_MARKER: DD = SURVEY DISK
 GA1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1418_STAMPING: 1-23 1964
 GA1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1418+STABILITY: SURFACE MOTION
 GA1418
 GA1418  HISTORY     - Date     Condition        Report By
 GA1418  HISTORY     - 1964     MONUMENTED       TNHD
 GA1418
 GA1418                          STATION DESCRIPTION
 GA1418
 GA1418'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1418'1.2 MI W FROM CHURCH HILL.
 GA1418'FROM THE CITIZENS BANK IN CHURCH HILL, GO WESTERLY 1.25 MILES
 GA1418'ON U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS
 GA1418'LOCATED 29 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 11W,
 GA1418'47 FEET WEST OF A TELEPHONE POLE, AND 1.5 FEET SOUTH OF A METAL
 GA1418'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1418'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1418'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1414 ***********************************************************************
 GA1414  DESIGNATION -  1 24
 GA1414  PID         -  GA1414
 GA1414  STATE/COUNTY-  TN/HAWKINS
 GA1414  USGS QUAD   -  PLUM GROVE (1991)
 GA1414
 GA1414                         *CURRENT SURVEY CONTROL
 GA1414  ___________________________________________________________________
 GA1414* NAD 83(1986)-  36 30 52.     (N)    082 45 24.     (W)     SCALED    
 GA1414* NAVD 88     -       358.554  (meters)    1176.36   (feet)  ADJUSTED  
 GA1414  ___________________________________________________________________
 GA1414  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1414  DYNAMIC HT  -         358.232 (meters)    1175.30  (feet)  COMP
 GA1414  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GA1414
 GA1414  VERT ORDER  -  SECOND    CLASS 0
 GA1414
 GA1414.The horizontal coordinates were scaled from a topographic map and have
 GA1414.an estimated accuracy of +/- 6 seconds.
 GA1414
 GA1414.The orthometric height was determined by differential leveling
 GA1414.and adjusted by the National Geodetic Survey in June 1991..
 GA1414
 GA1414.The geoid height was determined by GEOID03.
 GA1414
 GA1414.The dynamic height is computed by dividing the NAVD 88
 GA1414.geopotential number by the normal gravity value computed on the
 GA1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1414.degrees latitude (g = 980.6199 gals.).
 GA1414
 GA1414.The modeled gravity was interpolated from observed gravity values.
 GA1414
 GA1414;                    North         East    Units  Estimated Accuracy
 GA1414;SPC TN       -   246,810.      890,470.      MT  (+/- 180 meters Scaled)
 GA1414
 GA1414                          SUPERSEDED SURVEY CONTROL
 GA1414
 GA1414.No superseded survey control is available for this station.
 GA1414
 GA1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA427424(NAD 83)
 GA1414_MARKER: DD = SURVEY DISK
 GA1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1414_STAMPING: 1-24 1964
 GA1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1414+STABILITY: SURFACE MOTION
 GA1414
 GA1414  HISTORY     - Date     Condition        Report By
 GA1414  HISTORY     - 1964     MONUMENTED       TNHD
 GA1414
 GA1414                          STATION DESCRIPTION
 GA1414
 GA1414'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1414'2.5 MI W FROM CHURCH HILL.
 GA1414'FROM THE CITIZENS BANK IN CHURCH HILL, GO WESTERLY 2.7 MILES
 GA1414'ON U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS
 GA1414'LOCATED 23 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GA1414'HIGHWAY 11W, 7 FEET SOUTHEAST OF POWER POLE NO. B-61 AND 2.3 FEET
 GA1414'SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 GA1414'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1414'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1129 ***********************************************************************
 GA1129  DESIGNATION -  1 25
 GA1129  PID         -  GA1129
 GA1129  STATE/COUNTY-  TN/HAWKINS
 GA1129  USGS QUAD   -  PLUM GROVE (1991)
 GA1129
 GA1129                         *CURRENT SURVEY CONTROL
 GA1129  ___________________________________________________________________
 GA1129* NAD 83(1986)-  36 30 19.     (N)    082 47 33.     (W)     SCALED    
 GA1129* NAVD 88     -       372.876  (meters)    1223.34   (feet)  ADJUSTED  
 GA1129  ___________________________________________________________________
 GA1129  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1129  DYNAMIC HT  -         372.542 (meters)    1222.25  (feet)  COMP
 GA1129  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 GA1129
 GA1129  VERT ORDER  -  SECOND    CLASS 0
 GA1129
 GA1129.The horizontal coordinates were scaled from a topographic map and have
 GA1129.an estimated accuracy of +/- 6 seconds.
 GA1129
 GA1129.The orthometric height was determined by differential leveling
 GA1129.and adjusted by the National Geodetic Survey in June 1991..
 GA1129
 GA1129.The geoid height was determined by GEOID03.
 GA1129
 GA1129.The dynamic height is computed by dividing the NAVD 88
 GA1129.geopotential number by the normal gravity value computed on the
 GA1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1129.degrees latitude (g = 980.6199 gals.).
 GA1129
 GA1129.The modeled gravity was interpolated from observed gravity values.
 GA1129
 GA1129;                    North         East    Units  Estimated Accuracy
 GA1129;SPC TN       -   245,690.      887,300.      MT  (+/- 180 meters Scaled)
 GA1129
 GA1129                          SUPERSEDED SURVEY CONTROL
 GA1129
 GA1129  NGVD 29 (??/??/92)  373.051  (m)         1223.92   (f) ADJ UNCH    2 0
 GA1129
 GA1129.Superseded values are not recommended for survey control.
 GA1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1129.See file dsdata.txt to determine how the superseded data were derived.
 GA1129
 GA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA394414(NAD 83)
 GA1129_MARKER: DD = SURVEY DISK
 GA1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1129_STAMPING: 1-25 1964
 GA1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1129+STABILITY: SURFACE MOTION
 GA1129
 GA1129  HISTORY     - Date     Condition        Report By
 GA1129  HISTORY     - 1964     MONUMENTED       TNHD
 GA1129  HISTORY     - 1964     GOOD             NGS
 GA1129
 GA1129                          STATION DESCRIPTION
 GA1129
 GA1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GA1129'5 MI W FROM CHURCH HILL.
 GA1129'FROM THE CITIZENS BANK IN CHURCH HILL, GO WESTERLY ON U.S.
 GA1129'HIGHWAY 11W 5.0 MILES TO THE MARK ON THE RIGHT.  THE MARK
 GA1129'IS LOCATED 27 FEET NORTH NORTHWEST OF THE APPROXIMATE CENTER
 GA1129'OF U.S. HIGHWAY 11W, 25 FEET SOUTHWEST OF A 5 FOOT ELM TREE
 GA1129'AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A
 GA1129'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 GA1129'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1124 ***********************************************************************
 GA1124  DESIGNATION -  1 26
 GA1124  PID         -  GA1124
 GA1124  STATE/COUNTY-  TN/HAWKINS
 GA1124  USGS QUAD   -  STONY POINT (1971)
 GA1124
 GA1124                         *CURRENT SURVEY CONTROL
 GA1124  ___________________________________________________________________
 GA1124* NAD 83(1986)-  36 29 33.     (N)    082 49 07.     (W)     SCALED    
 GA1124* NAVD 88     -       375.497  (meters)    1231.94   (feet)  ADJUSTED  
 GA1124  ___________________________________________________________________
 GA1124  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1124  DYNAMIC HT  -         375.159 (meters)    1230.83  (feet)  COMP
 GA1124  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 GA1124
 GA1124  VERT ORDER  -  SECOND    CLASS 0
 GA1124
 GA1124.The horizontal coordinates were scaled from a topographic map and have
 GA1124.an estimated accuracy of +/- 6 seconds.
 GA1124
 GA1124.The orthometric height was determined by differential leveling
 GA1124.and adjusted by the National Geodetic Survey in June 1991..
 GA1124
 GA1124.The geoid height was determined by GEOID03.
 GA1124
 GA1124.The dynamic height is computed by dividing the NAVD 88
 GA1124.geopotential number by the normal gravity value computed on the
 GA1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1124.degrees latitude (g = 980.6199 gals.).
 GA1124
 GA1124.The modeled gravity was interpolated from observed gravity values.
 GA1124
 GA1124;                    North         East    Units  Estimated Accuracy
 GA1124;SPC TN       -   244,200.      885,010.      MT  (+/- 180 meters Scaled)
 GA1124
 GA1124                          SUPERSEDED SURVEY CONTROL
 GA1124
 GA1124  NGVD 29 (??/??/92)  375.674  (m)         1232.52   (f) ADJ UNCH    2 0
 GA1124
 GA1124.Superseded values are not recommended for survey control.
 GA1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1124.See file dsdata.txt to determine how the superseded data were derived.
 GA1124
 GA1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA371401(NAD 83)
 GA1124_MARKER: DD = SURVEY DISK
 GA1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1124_STAMPING: 1-26 1964
 GA1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1124+STABILITY: SURFACE MOTION
 GA1124
 GA1124  HISTORY     - Date     Condition        Report By
 GA1124  HISTORY     - 1964     MONUMENTED       TNHD
 GA1124  HISTORY     - 1964     GOOD             NGS
 GA1124
 GA1124                          STATION DESCRIPTION
 GA1124
 GA1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GA1124'6.9 MI W FROM CHURCH HILL.
 GA1124'FROM THE CITIZENS BANK IN CHURCH HILL, GO WESTERLY ON U.S.
 GA1124'HIGHWAY 11W 6.9 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 GA1124'LOCATED 24 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 GA1124'11W AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.  THE MARK
 GA1124'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1124'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1120 ***********************************************************************
 GA1120  DESIGNATION -  1 27
 GA1120  PID         -  GA1120
 GA1120  STATE/COUNTY-  TN/HAWKINS
 GA1120  USGS QUAD   -  STONY POINT (1971)
 GA1120
 GA1120                         *CURRENT SURVEY CONTROL
 GA1120  ___________________________________________________________________
 GA1120* NAD 83(1986)-  36 28 32.     (N)    082 50 38.     (W)     SCALED    
 GA1120* NAVD 88     -       365.073  (meters)    1197.74   (feet)  ADJUSTED  
 GA1120  ___________________________________________________________________
 GA1120  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1120  DYNAMIC HT  -         364.743 (meters)    1196.66  (feet)  COMP
 GA1120  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 GA1120
 GA1120  VERT ORDER  -  SECOND    CLASS 0
 GA1120
 GA1120.The horizontal coordinates were scaled from a topographic map and have
 GA1120.an estimated accuracy of +/- 6 seconds.
 GA1120
 GA1120.The orthometric height was determined by differential leveling
 GA1120.and adjusted by the National Geodetic Survey in June 1991..
 GA1120
 GA1120.The geoid height was determined by GEOID03.
 GA1120
 GA1120.The dynamic height is computed by dividing the NAVD 88
 GA1120.geopotential number by the normal gravity value computed on the
 GA1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1120.degrees latitude (g = 980.6199 gals.).
 GA1120
 GA1120.The modeled gravity was interpolated from observed gravity values.
 GA1120
 GA1120;                    North         East    Units  Estimated Accuracy
 GA1120;SPC TN       -   242,240.      882,800.      MT  (+/- 180 meters Scaled)
 GA1120
 GA1120                          SUPERSEDED SURVEY CONTROL
 GA1120
 GA1120  NGVD 29 (??/??/92)  365.253  (m)         1198.33   (f) ADJ UNCH    2 0
 GA1120
 GA1120.Superseded values are not recommended for survey control.
 GA1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1120.See file dsdata.txt to determine how the superseded data were derived.
 GA1120
 GA1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA348382(NAD 83)
 GA1120_MARKER: DD = SURVEY DISK
 GA1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1120_STAMPING: 1-27 1964
 GA1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1120+STABILITY: SURFACE MOTION
 GA1120
 GA1120  HISTORY     - Date     Condition        Report By
 GA1120  HISTORY     - 1964     MONUMENTED       TNHD
 GA1120
 GA1120                          STATION DESCRIPTION
 GA1120
 GA1120'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1120'9 MI W FROM CHURCH HILL.
 GA1120'FROM THE CITIZENS BANK IN CHURCH HILL, GO WESTERLY ON U.S.
 GA1120'HIGHWAY 11W 8.8 MILES TO THE MARK ON THE LEFT.  THE MARK IS
 GA1120'LOCATED 27 FEET SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA1120'U.S. HIGHWAY 11W, 2 FEET SOUTHEAST OF A TELEPHONE POLE, AND
 GA1120'2.1 FEET SOUTH SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS
 GA1120'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1120'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1115 ***********************************************************************
 GA1115  DESIGNATION -  1 28
 GA1115  PID         -  GA1115
 GA1115  STATE/COUNTY-  TN/HAWKINS
 GA1115  USGS QUAD   -  STONY POINT (1971)
 GA1115
 GA1115                         *CURRENT SURVEY CONTROL
 GA1115  ___________________________________________________________________
 GA1115* NAD 83(1986)-  36 27 44.     (N)    082 52 17.     (W)     SCALED    
 GA1115* NAVD 88     -       362.838  (meters)    1190.41   (feet)  ADJUSTED  
 GA1115  ___________________________________________________________________
 GA1115  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1115  DYNAMIC HT  -         362.509 (meters)    1189.33  (feet)  COMP
 GA1115  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 GA1115
 GA1115  VERT ORDER  -  SECOND    CLASS 0
 GA1115
 GA1115.The horizontal coordinates were scaled from a topographic map and have
 GA1115.an estimated accuracy of +/- 6 seconds.
 GA1115
 GA1115.The orthometric height was determined by differential leveling
 GA1115.and adjusted by the National Geodetic Survey in June 1991..
 GA1115
 GA1115.The geoid height was determined by GEOID03.
 GA1115
 GA1115.The dynamic height is computed by dividing the NAVD 88
 GA1115.geopotential number by the normal gravity value computed on the
 GA1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1115.degrees latitude (g = 980.6199 gals.).
 GA1115
 GA1115.The modeled gravity was interpolated from observed gravity values.
 GA1115
 GA1115;                    North         East    Units  Estimated Accuracy
 GA1115;SPC TN       -   240,690.      880,390.      MT  (+/- 180 meters Scaled)
 GA1115
 GA1115                          SUPERSEDED SURVEY CONTROL
 GA1115
 GA1115  NGVD 29 (??/??/92)  363.013  (m)         1190.99   (f) ADJ UNCH    2 0
 GA1115
 GA1115.Superseded values are not recommended for survey control.
 GA1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1115.See file dsdata.txt to determine how the superseded data were derived.
 GA1115
 GA1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA323368(NAD 83)
 GA1115_MARKER: DD = SURVEY DISK
 GA1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1115_SP_SET: SQUARE CONCRETE MONUMENT
 GA1115_STAMPING: 1 28 1964
 GA1115_MARK LOGO: TNHD  
 GA1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1115+STABILITY: SURFACE MOTION
 GA1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1115+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1987
 GA1115
 GA1115  HISTORY     - Date     Condition        Report By
 GA1115  HISTORY     - 1964     MONUMENTED       TNHD
 GA1115  HISTORY     - 19870513 GOOD             TNDT
 GA1115
 GA1115                          STATION DESCRIPTION
 GA1115
 GA1115'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1115'1.2 MI W FROM SURGOINSVILLE.
 GA1115'FROM THE POST OFFICE IN SURGOINSVILLE, GO WESTERLY ON U.S. HIGHWAY
 GA1115'11W 1.2 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 24
 GA1115'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 71
 GA1115'FEET SOUTHWEST OF A TELEPHONE POLE, AND 1.7 FEET NORTHWEST OF A
 GA1115'METAL WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1115'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GA1115'WITH THE GROUND.
 GA1115
 GA1115                          STATION RECOVERY (1987)
 GA1115
 GA1115'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GA1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1114 ***********************************************************************
 GA1114  DESIGNATION -  1 29
 GA1114  PID         -  GA1114
 GA1114  STATE/COUNTY-  TN/HAWKINS
 GA1114  USGS QUAD   -  BUREM (1976)
 GA1114
 GA1114                         *CURRENT SURVEY CONTROL
 GA1114  ___________________________________________________________________
 GA1114* NAD 83(1986)-  36 27 12.     (N)    082 53 15.     (W)     SCALED    
 GA1114* NAVD 88     -       370.485  (meters)    1215.50   (feet)  ADJUSTED  
 GA1114  ___________________________________________________________________
 GA1114  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1114  DYNAMIC HT  -         370.149 (meters)    1214.40  (feet)  COMP
 GA1114  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 GA1114
 GA1114  VERT ORDER  -  SECOND    CLASS 0
 GA1114
 GA1114.The horizontal coordinates were scaled from a topographic map and have
 GA1114.an estimated accuracy of +/- 6 seconds.
 GA1114
 GA1114.The orthometric height was determined by differential leveling
 GA1114.and adjusted by the National Geodetic Survey in June 1991..
 GA1114
 GA1114.The geoid height was determined by GEOID03.
 GA1114
 GA1114.The dynamic height is computed by dividing the NAVD 88
 GA1114.geopotential number by the normal gravity value computed on the
 GA1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1114.degrees latitude (g = 980.6199 gals.).
 GA1114
 GA1114.The modeled gravity was interpolated from observed gravity values.
 GA1114
 GA1114;                    North         East    Units  Estimated Accuracy
 GA1114;SPC TN       -   239,650.      878,970.      MT  (+/- 180 meters Scaled)
 GA1114
 GA1114                          SUPERSEDED SURVEY CONTROL
 GA1114
 GA1114  NGVD 29 (??/??/92)  370.654  (m)         1216.05   (f) ADJ UNCH    2 0
 GA1114
 GA1114.Superseded values are not recommended for survey control.
 GA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1114.See file dsdata.txt to determine how the superseded data were derived.
 GA1114
 GA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA308358(NAD 83)
 GA1114_MARKER: DD = SURVEY DISK
 GA1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1114_STAMPING: 1-29 1964
 GA1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1114+STABILITY: SURFACE MOTION
 GA1114
 GA1114  HISTORY     - Date     Condition        Report By
 GA1114  HISTORY     - 1964     MONUMENTED       TNHD
 GA1114
 GA1114                          STATION DESCRIPTION
 GA1114
 GA1114'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1114'2.3 MI W FROM SURGOINSVILLE.
 GA1114'FROM THE POST OFFICE IN SURGOINSVILLE, GO WESTERLY ON U.S.
 GA1114'HIGHWAY 11W 2.3 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 GA1114'LOCATED 4.5 FEET SOUTHEAST OF A METAL WITNESS POST, 5 FEET SOUTH
 GA1114'OF A FENCE, 44 FEET EAST OF A POWER POLE AND 22 FEET NORTH OF THE
 GA1114'APPROXIMATE CENTER OF U.S. HIGHWAY 11W.  THE MARK IS A STANDARD
 GA1114'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA1114'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1112 ***********************************************************************
 GA1112  DESIGNATION -  1 30
 GA1112  PID         -  GA1112
 GA1112  STATE/COUNTY-  TN/HAWKINS
 GA1112  USGS QUAD   -  BUREM (1976)
 GA1112
 GA1112                         *CURRENT SURVEY CONTROL
 GA1112  ___________________________________________________________________
 GA1112* NAD 83(1986)-  36 27 34.     (N)    082 53 50.     (W)     SCALED    
 GA1112* NAVD 88     -       375.568  (meters)    1232.18   (feet)  ADJUSTED  
 GA1112  ___________________________________________________________________
 GA1112  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1112  DYNAMIC HT  -         375.228 (meters)    1231.06  (feet)  COMP
 GA1112  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 GA1112
 GA1112  VERT ORDER  -  SECOND    CLASS 0
 GA1112
 GA1112.The horizontal coordinates were scaled from a topographic map and have
 GA1112.an estimated accuracy of +/- 6 seconds.
 GA1112
 GA1112.The orthometric height was determined by differential leveling
 GA1112.and adjusted by the National Geodetic Survey in June 1991..
 GA1112
 GA1112.The geoid height was determined by GEOID03.
 GA1112
 GA1112.The dynamic height is computed by dividing the NAVD 88
 GA1112.geopotential number by the normal gravity value computed on the
 GA1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1112.degrees latitude (g = 980.6199 gals.).
 GA1112
 GA1112.The modeled gravity was interpolated from observed gravity values.
 GA1112
 GA1112;                    North         East    Units  Estimated Accuracy
 GA1112;SPC TN       -   240,300.      878,080.      MT  (+/- 180 meters Scaled)
 GA1112
 GA1112                          SUPERSEDED SURVEY CONTROL
 GA1112
 GA1112  NGVD 29 (??/??/92)  375.734  (m)         1232.72   (f) ADJ UNCH    2 0
 GA1112
 GA1112.Superseded values are not recommended for survey control.
 GA1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1112.See file dsdata.txt to determine how the superseded data were derived.
 GA1112
 GA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA299365(NAD 83)
 GA1112_MARKER: DD = SURVEY DISK
 GA1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1112_STAMPING: 1-30 1964
 GA1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1112+STABILITY: SURFACE MOTION
 GA1112
 GA1112  HISTORY     - Date     Condition        Report By
 GA1112  HISTORY     - 1964     MONUMENTED       TNHD
 GA1112
 GA1112                          STATION DESCRIPTION
 GA1112
 GA1112'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1112'3.1 MI W FROM SURGOINSVILLE.
 GA1112'FROM THE POST OFFICE IN SURGOINSVILLE, GO 3.1 MILES WESTERLY ON
 GA1112'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA1112'3.6 FEET WEST OF A WITNESS POST, 4 FEET WEST OF A 15 INCH CEDAR
 GA1112'TREE AND 24 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W.
 GA1112'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA1112'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1113 ***********************************************************************
 GA1113  DESIGNATION -  1 31
 GA1113  PID         -  GA1113
 GA1113  STATE/COUNTY-  TN/HAWKINS
 GA1113  USGS QUAD   -  BUREM (1976)
 GA1113
 GA1113                         *CURRENT SURVEY CONTROL
 GA1113  ___________________________________________________________________
 GA1113* NAD 83(1986)-  36 27 17.     (N)    082 53 34.     (W)     SCALED    
 GA1113* NAVD 88     -       387.756  (meters)    1272.16   (feet)  ADJUSTED  
 GA1113  ___________________________________________________________________
 GA1113  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1113  DYNAMIC HT  -         387.405 (meters)    1271.01  (feet)  COMP
 GA1113  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 GA1113
 GA1113  VERT ORDER  -  SECOND    CLASS 0
 GA1113
 GA1113.The horizontal coordinates were scaled from a topographic map and have
 GA1113.an estimated accuracy of +/- 6 seconds.
 GA1113
 GA1113.The orthometric height was determined by differential leveling
 GA1113.and adjusted by the National Geodetic Survey in June 1991..
 GA1113
 GA1113.The geoid height was determined by GEOID03.
 GA1113
 GA1113.The dynamic height is computed by dividing the NAVD 88
 GA1113.geopotential number by the normal gravity value computed on the
 GA1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1113.degrees latitude (g = 980.6199 gals.).
 GA1113
 GA1113.The modeled gravity was interpolated from observed gravity values.
 GA1113
 GA1113;                    North         East    Units  Estimated Accuracy
 GA1113;SPC TN       -   239,790.      878,500.      MT  (+/- 180 meters Scaled)
 GA1113
 GA1113                          SUPERSEDED SURVEY CONTROL
 GA1113
 GA1113  NGVD 29 (??/??/92)  387.922  (m)         1272.71   (f) ADJ UNCH    2 0
 GA1113
 GA1113.Superseded values are not recommended for survey control.
 GA1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1113.See file dsdata.txt to determine how the superseded data were derived.
 GA1113
 GA1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA303360(NAD 83)
 GA1113_MARKER: DD = SURVEY DISK
 GA1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1113_STAMPING: 1-31 1964
 GA1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1113+STABILITY: SURFACE MOTION
 GA1113
 GA1113  HISTORY     - Date     Condition        Report By
 GA1113  HISTORY     - 1964     MONUMENTED       TNHD
 GA1113
 GA1113                          STATION DESCRIPTION
 GA1113
 GA1113'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1113'3.5 MI W FROM SURGOINSVILLE.
 GA1113'FROM THE POST OFFICE IN SURGOINSVILLE, GO 3.1 MILES WESTERLY ON
 GA1113'U.S. HIGHWAY 11W TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND
 GA1113'GO 0.4 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 1.6 FEET
 GA1113'SOUTH OF A WITNESS POST AND 10 FEET WEST OF THE APPROXIMATE
 GA1113'CENTER OF THE GRAVEL ROAD.  THE MARK IS A STANDARD TENNESSEE
 GA1113'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA1113'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1107 ***********************************************************************
 GA1107  DESIGNATION -  1 32
 GA1107  PID         -  GA1107
 GA1107  STATE/COUNTY-  TN/HAWKINS
 GA1107  USGS QUAD   -  BUREM (1976)
 GA1107
 GA1107                         *CURRENT SURVEY CONTROL
 GA1107  ___________________________________________________________________
 GA1107* NAD 83(1986)-  36 27 41.     (N)    082 56 13.     (W)     SCALED    
 GA1107* NAVD 88     -       371.797  (meters)    1219.80   (feet)  ADJUSTED  
 GA1107  ___________________________________________________________________
 GA1107  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1107  DYNAMIC HT  -         371.460 (meters)    1218.70  (feet)  COMP
 GA1107  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GA1107
 GA1107  VERT ORDER  -  SECOND    CLASS 0
 GA1107
 GA1107.The horizontal coordinates were scaled from a topographic map and have
 GA1107.an estimated accuracy of +/- 6 seconds.
 GA1107
 GA1107.The orthometric height was determined by differential leveling
 GA1107.and adjusted by the National Geodetic Survey in June 1991..
 GA1107
 GA1107.The geoid height was determined by GEOID03.
 GA1107
 GA1107.The dynamic height is computed by dividing the NAVD 88
 GA1107.geopotential number by the normal gravity value computed on the
 GA1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1107.degrees latitude (g = 980.6199 gals.).
 GA1107
 GA1107.The modeled gravity was interpolated from observed gravity values.
 GA1107
 GA1107;                    North         East    Units  Estimated Accuracy
 GA1107;SPC TN       -   240,410.      874,520.      MT  (+/- 180 meters Scaled)
 GA1107
 GA1107                          SUPERSEDED SURVEY CONTROL
 GA1107
 GA1107  NGVD 29 (??/??/92)  371.949  (m)         1220.30   (f) ADJ UNCH    2 0
 GA1107
 GA1107.Superseded values are not recommended for survey control.
 GA1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1107.See file dsdata.txt to determine how the superseded data were derived.
 GA1107
 GA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA264368(NAD 83)
 GA1107_MARKER: DD = SURVEY DISK
 GA1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1107_SP_SET: BRIDGE
 GA1107_STAMPING: 1-32 1964
 GA1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1107
 GA1107  HISTORY     - Date     Condition        Report By
 GA1107  HISTORY     - 1964     MONUMENTED       TNHD
 GA1107
 GA1107                          STATION DESCRIPTION
 GA1107
 GA1107'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1107'5.9 MI W FROM SURGOINSVILLE.
 GA1107'FROM THE POST OFFICE IN SURGOINSVILLE, GO 5.9 MILES ON U.S.
 GA1107'HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS IN THE BIG
 GA1107'CREEK BRIDGE, IN THE NORTH END OF THE WEST ABUTMENT AND 2.0 FEET
 GA1107'EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GA1107'HIGHWAY DEPARTMENT DISK SET IN A DRILLED HOLE IN THE NORTH END
 GA1107'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1103 ***********************************************************************
 GA1103  DESIGNATION -  1 33
 GA1103  PID         -  GA1103
 GA1103  STATE/COUNTY-  TN/HAWKINS
 GA1103  USGS QUAD   -  BUREM (1976)
 GA1103
 GA1103                         *CURRENT SURVEY CONTROL
 GA1103  ___________________________________________________________________
 GA1103* NAD 83(1986)-  36 26 50.     (N)    082 57 27.     (W)     SCALED    
 GA1103* NAVD 88     -       362.212  (meters)    1188.36   (feet)  ADJUSTED  
 GA1103  ___________________________________________________________________
 GA1103  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1103  DYNAMIC HT  -         361.883 (meters)    1187.28  (feet)  COMP
 GA1103  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 GA1103
 GA1103  VERT ORDER  -  SECOND    CLASS 0
 GA1103
 GA1103.The horizontal coordinates were scaled from a topographic map and have
 GA1103.an estimated accuracy of +/- 6 seconds.
 GA1103
 GA1103.The orthometric height was determined by differential leveling
 GA1103.and adjusted by the National Geodetic Survey in June 1991..
 GA1103
 GA1103.The geoid height was determined by GEOID03.
 GA1103
 GA1103.The dynamic height is computed by dividing the NAVD 88
 GA1103.geopotential number by the normal gravity value computed on the
 GA1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1103.degrees latitude (g = 980.6199 gals.).
 GA1103
 GA1103.The modeled gravity was interpolated from observed gravity values.
 GA1103
 GA1103;                    North         East    Units  Estimated Accuracy
 GA1103;SPC TN       -   238,780.      872,720.      MT  (+/- 180 meters Scaled)
 GA1103
 GA1103                          SUPERSEDED SURVEY CONTROL
 GA1103
 GA1103  NGVD 29 (??/??/92)  362.358  (m)         1188.84   (f) ADJ UNCH    2 0
 GA1103
 GA1103.Superseded values are not recommended for survey control.
 GA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1103.See file dsdata.txt to determine how the superseded data were derived.
 GA1103
 GA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA245353(NAD 83)
 GA1103_MARKER: DD = SURVEY DISK
 GA1103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1103_SP_SET: BRIDGE
 GA1103_STAMPING: 1-33 1964
 GA1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1103
 GA1103  HISTORY     - Date     Condition        Report By
 GA1103  HISTORY     - 1964     MONUMENTED       TNHD
 GA1103
 GA1103                          STATION DESCRIPTION
 GA1103
 GA1103'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1103'7.5 MI W FROM SURGOINSVILLE.
 GA1103'FROM THE POST OFFICE IN SURGOINSVILLE, GO 7.5 MILES WESTERLY ON
 GA1103'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS IN A
 GA1103'BRIDGE OVER A CREEK, IN THE NORTH END OF THE WEST ABUTMENT, AND
 GA1103'2.1 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 GA1103'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN
 GA1103'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2138 ***********************************************************************
 GA2138  DESIGNATION -  1 34
 GA2138  PID         -  GA2138
 GA2138  STATE/COUNTY-  TN/HAWKINS
 GA2138  USGS QUAD   -  CAMELOT (1976)
 GA2138
 GA2138                         *CURRENT SURVEY CONTROL
 GA2138  ___________________________________________________________________
 GA2138* NAD 83(1986)-  36 24 33.     (N)    083 00 06.     (W)     SCALED    
 GA2138* NAVD 88     -       396.858  (meters)    1302.03   (feet)  ADJUSTED  
 GA2138  ___________________________________________________________________
 GA2138  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2138  DYNAMIC HT  -         396.496 (meters)    1300.84  (feet)  COMP
 GA2138  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA2138
 GA2138  VERT ORDER  -  SECOND    CLASS 0
 GA2138
 GA2138.The horizontal coordinates were scaled from a topographic map and have
 GA2138.an estimated accuracy of +/- 6 seconds.
 GA2138
 GA2138.The orthometric height was determined by differential leveling
 GA2138.and adjusted by the National Geodetic Survey in June 1991..
 GA2138
 GA2138.The geoid height was determined by GEOID03.
 GA2138
 GA2138.The dynamic height is computed by dividing the NAVD 88
 GA2138.geopotential number by the normal gravity value computed on the
 GA2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2138.degrees latitude (g = 980.6199 gals.).
 GA2138
 GA2138.The modeled gravity was interpolated from observed gravity values.
 GA2138
 GA2138;                    North         East    Units  Estimated Accuracy
 GA2138;SPC TN       -   234,440.      868,900.      MT  (+/- 180 meters Scaled)
 GA2138
 GA2138                          SUPERSEDED SURVEY CONTROL
 GA2138
 GA2138  NGVD 29 (??/??/92)  397.072  (m)         1302.73   (f) ADJ UNCH    2 0
 GA2138
 GA2138.Superseded values are not recommended for survey control.
 GA2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2138.See file dsdata.txt to determine how the superseded data were derived.
 GA2138
 GA2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA205311(NAD 83)
 GA2138_MARKER: DD = SURVEY DISK
 GA2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2138_STAMPING: 1-34 1964
 GA2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2138+STABILITY: SURFACE MOTION
 GA2138
 GA2138  HISTORY     - Date     Condition        Report By
 GA2138  HISTORY     - 1964     MONUMENTED       TNGS
 GA2138
 GA2138                          STATION DESCRIPTION
 GA2138
 GA2138'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2138'0.4 MI E FROM ROGERSVILLE.
 GA2138'FROM THE POST OFFICE IN ROGERSVILLE, GO 0.4 MILE EASTERLY ON
 GA2138'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA2138'8 FEET EAST OF A POWER POLE, 26 FEET SOUTH OF THE APPROXIMATE
 GA2138'CENTER OF U.S. HIGHWAY 11W AND 42 FEET NORTHWEST OF A 32 INCH
 GA2138'POPULAR TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2138'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2138'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1095 ***********************************************************************
 GA1095  DESIGNATION -  1 34 A
 GA1095  PID         -  GA1095
 GA1095  STATE/COUNTY-  TN/HAWKINS
 GA1095  USGS QUAD   -  BUREM (1976)
 GA1095
 GA1095                         *CURRENT SURVEY CONTROL
 GA1095  ___________________________________________________________________
 GA1095* NAD 83(1986)-  36 24 18.     (N)    082 59 56.     (W)     SCALED    
 GA1095* NAVD 88     -       404.983  (meters)    1328.68   (feet)  ADJUSTED  
 GA1095  ___________________________________________________________________
 GA1095  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1095  DYNAMIC HT  -         404.616 (meters)    1327.48  (feet)  COMP
 GA1095  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA1095
 GA1095  VERT ORDER  -  SECOND    CLASS 0
 GA1095
 GA1095.The horizontal coordinates were scaled from a topographic map and have
 GA1095.an estimated accuracy of +/- 6 seconds.
 GA1095
 GA1095.The orthometric height was determined by differential leveling
 GA1095.and adjusted by the National Geodetic Survey in June 1991..
 GA1095
 GA1095.The geoid height was determined by GEOID03.
 GA1095
 GA1095.The dynamic height is computed by dividing the NAVD 88
 GA1095.geopotential number by the normal gravity value computed on the
 GA1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1095.degrees latitude (g = 980.6199 gals.).
 GA1095
 GA1095.The modeled gravity was interpolated from observed gravity values.
 GA1095
 GA1095;                    North         East    Units  Estimated Accuracy
 GA1095;SPC TN       -   233,980.      869,160.      MT  (+/- 180 meters Scaled)
 GA1095
 GA1095                          SUPERSEDED SURVEY CONTROL
 GA1095
 GA1095  NGVD 29 (??/??/92)  405.134  (m)         1329.18   (f) ADJ UNCH    2 0
 GA1095
 GA1095.Superseded values are not recommended for survey control.
 GA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1095.See file dsdata.txt to determine how the superseded data were derived.
 GA1095
 GA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA207307(NAD 83)
 GA1095_MARKER: DD = SURVEY DISK
 GA1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1095_STAMPING: 1-34A 1964
 GA1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1095+STABILITY: SURFACE MOTION
 GA1095
 GA1095  HISTORY     - Date     Condition        Report By
 GA1095  HISTORY     - 1964     MONUMENTED       TNHD
 GA1095
 GA1095                          STATION DESCRIPTION
 GA1095
 GA1095'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1095'0.7 MI E FROM ROGERSVILLE.
 GA1095'FROM THE POST OFFICE IN ROGERSVILLE GO, 0.4 MILE EASTERLY ON
 GA1095'U.S. HIGHWAY 11W TO COLONIAL STREET, TURN RIGHT AND GO 0.3 MILE
 GA1095'TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 18 FEET WEST OF
 GA1095'THE APPROXIMATE CENTER OF COLONIAL STREET, 6.5 FEET EAST OF THE
 GA1095'EAST RAIL OF THE RAILROAD AND 4.3 FEET NORTH OF RAIL SWITCH BLOCK.
 GA1095'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA1095'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1094 ***********************************************************************
 GA1094  DESIGNATION -  1 34 B
 GA1094  PID         -  GA1094
 GA1094  STATE/COUNTY-  TN/HAWKINS
 GA1094  USGS QUAD   -  BUREM (1976)
 GA1094
 GA1094                         *CURRENT SURVEY CONTROL
 GA1094  ___________________________________________________________________
 GA1094* NAD 83(1986)-  36 24 07.     (N)    082 59 48.     (W)     SCALED    
 GA1094* NAVD 88     -       417.341  (meters)    1369.23   (feet)  ADJUSTED  
 GA1094  ___________________________________________________________________
 GA1094  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1094  DYNAMIC HT  -         416.963 (meters)    1367.99  (feet)  COMP
 GA1094  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 GA1094
 GA1094  VERT ORDER  -  SECOND    CLASS 0
 GA1094
 GA1094.The horizontal coordinates were scaled from a topographic map and have
 GA1094.an estimated accuracy of +/- 6 seconds.
 GA1094
 GA1094.The orthometric height was determined by differential leveling
 GA1094.and adjusted by the National Geodetic Survey in June 1991..
 GA1094
 GA1094.The geoid height was determined by GEOID03.
 GA1094
 GA1094.The dynamic height is computed by dividing the NAVD 88
 GA1094.geopotential number by the normal gravity value computed on the
 GA1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1094.degrees latitude (g = 980.6199 gals.).
 GA1094
 GA1094.The modeled gravity was interpolated from observed gravity values.
 GA1094
 GA1094;                    North         East    Units  Estimated Accuracy
 GA1094;SPC TN       -   233,650.      869,370.      MT  (+/- 180 meters Scaled)
 GA1094
 GA1094                          SUPERSEDED SURVEY CONTROL
 GA1094
 GA1094  NGVD 29 (??/??/92)  417.493  (m)         1369.72   (f) ADJ UNCH    2 0
 GA1094
 GA1094.Superseded values are not recommended for survey control.
 GA1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1094.See file dsdata.txt to determine how the superseded data were derived.
 GA1094
 GA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA209303(NAD 83)
 GA1094_MARKER: DD = SURVEY DISK
 GA1094_SETTING: 66 = SET IN ROCK OUTCROP
 GA1094_SP_SET: ROCK OUTCROP
 GA1094_STAMPING: 1-34B 1964
 GA1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1094+STABILITY: POSITION/ELEVATION WELL
 GA1094
 GA1094  HISTORY     - Date     Condition        Report By
 GA1094  HISTORY     - 1964     MONUMENTED       TNHD
 GA1094
 GA1094                          STATION DESCRIPTION
 GA1094
 GA1094'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1094'0.9 MI E FROM ROGERSVILLE.
 GA1094'FROM THE POST OFFICE IN ROGERSVILLE, GO 0.4 MILE EASTERLY ON
 GA1094'U.S. HIGHWAY 11W TO COLONIAL STREET, TURN RIGHT AND GO 0.5 MILE
 GA1094'TO A DRIVE CROSSING A RAILROAD, GO SOUTHERLY ALONG THE RAILROAD
 GA1094'15 RAILS TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 3 FEET
 GA1094'EAST OF THE EAST RAIL IN A OUTCROPPING ROCK 2 FEET ABOVE THE
 GA1094'RAILROAD IN A BANK.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1094'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1093 ***********************************************************************
 GA1093  DESIGNATION -  1 34 C
 GA1093  PID         -  GA1093
 GA1093  STATE/COUNTY-  TN/HAWKINS
 GA1093  USGS QUAD   -  BUREM (1976)
 GA1093
 GA1093                         *CURRENT SURVEY CONTROL
 GA1093  ___________________________________________________________________
 GA1093* NAD 83(1986)-  36 23 16.     (N)    082 59 20.     (W)     SCALED    
 GA1093* NAVD 88     -       379.395  (meters)    1244.73   (feet)  ADJUSTED  
 GA1093  ___________________________________________________________________
 GA1093  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1093  DYNAMIC HT  -         379.050 (meters)    1243.60  (feet)  COMP
 GA1093  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 GA1093
 GA1093  VERT ORDER  -  SECOND    CLASS 0
 GA1093
 GA1093.The horizontal coordinates were scaled from a topographic map and have
 GA1093.an estimated accuracy of +/- 6 seconds.
 GA1093
 GA1093.The orthometric height was determined by differential leveling
 GA1093.and adjusted by the National Geodetic Survey in June 1991..
 GA1093
 GA1093.The geoid height was determined by GEOID03.
 GA1093
 GA1093.The dynamic height is computed by dividing the NAVD 88
 GA1093.geopotential number by the normal gravity value computed on the
 GA1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1093.degrees latitude (g = 980.6199 gals.).
 GA1093
 GA1093.The modeled gravity was interpolated from observed gravity values.
 GA1093
 GA1093;                    North         East    Units  Estimated Accuracy
 GA1093;SPC TN       -   232,100.      870,110.      MT  (+/- 180 meters Scaled)
 GA1093
 GA1093                          SUPERSEDED SURVEY CONTROL
 GA1093
 GA1093  NGVD 29 (??/??/92)  379.548  (m)         1245.23   (f) ADJ UNCH    2 0
 GA1093
 GA1093.Superseded values are not recommended for survey control.
 GA1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1093.See file dsdata.txt to determine how the superseded data were derived.
 GA1093
 GA1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA216287(NAD 83)
 GA1093_MARKER: DD = SURVEY DISK
 GA1093_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1093_SP_SET: UNSPECIFIED ROCK
 GA1093_STAMPING: 1-34C 1964
 GA1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1093
 GA1093  HISTORY     - Date     Condition        Report By
 GA1093  HISTORY     - 1964     MONUMENTED       TNHD
 GA1093
 GA1093                          STATION DESCRIPTION
 GA1093
 GA1093'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1093'1 MI S FROM ROGERSVILLE.
 GA1093'FROM THE JUNCTION OF THE SOUTHERN RAILWAY AND THE ROGERSVILLE SPUR
 GA1093'LINE GO NORTHERLY 3 MILES TO MILE POST NO. 3.  THE MARK IS 21
 GA1093'RAILS NORTH AND 31 PACES WEST, CEMENTED IN A DRILLED HOLE IN THE
 GA1093'TOP OF A LARGE ROCK EMBEDED IN THE GROUND, IN A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2137 ***********************************************************************
 GA2137  DESIGNATION -  1 34 D
 GA2137  PID         -  GA2137
 GA2137  STATE/COUNTY-  TN/HAWKINS
 GA2137  USGS QUAD   -  BULLS GAP (1976)
 GA2137
 GA2137                         *CURRENT SURVEY CONTROL
 GA2137  ___________________________________________________________________
 GA2137* NAD 83(1986)-  36 22 23.     (N)    083 00 24.     (W)     SCALED    
 GA2137* NAVD 88     -       343.274  (meters)    1126.22   (feet)  ADJUSTED  
 GA2137  ___________________________________________________________________
 GA2137  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA2137  DYNAMIC HT  -         342.960 (meters)    1125.19  (feet)  COMP
 GA2137  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GA2137
 GA2137  VERT ORDER  -  SECOND    CLASS 0
 GA2137
 GA2137.The horizontal coordinates were scaled from a topographic map and have
 GA2137.an estimated accuracy of +/- 6 seconds.
 GA2137
 GA2137.The orthometric height was determined by differential leveling
 GA2137.and adjusted by the National Geodetic Survey in June 1991..
 GA2137
 GA2137.The geoid height was determined by GEOID03.
 GA2137
 GA2137.The dynamic height is computed by dividing the NAVD 88
 GA2137.geopotential number by the normal gravity value computed on the
 GA2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2137.degrees latitude (g = 980.6199 gals.).
 GA2137
 GA2137.The modeled gravity was interpolated from observed gravity values.
 GA2137
 GA2137;                    North         East    Units  Estimated Accuracy
 GA2137;SPC TN       -   230,420.      868,570.      MT  (+/- 180 meters Scaled)
 GA2137
 GA2137                          SUPERSEDED SURVEY CONTROL
 GA2137
 GA2137  NGVD 29 (??/??/92)  343.487  (m)         1126.92   (f) ADJ UNCH    2 0
 GA2137
 GA2137.Superseded values are not recommended for survey control.
 GA2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2137.See file dsdata.txt to determine how the superseded data were derived.
 GA2137
 GA2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA199271(NAD 83)
 GA2137_MARKER: DD = SURVEY DISK
 GA2137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2137_SP_SET: BRIDGE
 GA2137_STAMPING: 1-34 D 1964
 GA2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2137
 GA2137  HISTORY     - Date     Condition        Report By
 GA2137  HISTORY     - 1964     MONUMENTED       TNGS
 GA2137
 GA2137                          STATION DESCRIPTION
 GA2137
 GA2137'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2137'1 MI S FROM CORAN.
 GA2137'FROM THE JUNCTION OF THE SOUTHERN RAILWAY AND THE ROGERSVILLE
 GA2137'SPUR LINE GO NORTHERLY 1.1 MILES TO A RAILROAD TRESTLE CROSSING
 GA2137'THE HOLSTON RIVER.  THE MARK IS IN THE NORTHEAST HEADWALL 9
 GA2137'INCHES BELOW THE RAILS AND 24 INCHES SOUTHEAST OF THE NORTHEAST
 GA2137'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2139 ***********************************************************************
 GA2139  DESIGNATION -  1 36
 GA2139  PID         -  GA2139
 GA2139  STATE/COUNTY-  TN/HAWKINS
 GA2139  USGS QUAD   -  CAMELOT (1976)
 GA2139
 GA2139                         *CURRENT SURVEY CONTROL
 GA2139  ___________________________________________________________________
 GA2139* NAD 83(1986)-  36 24 05.     (N)    083 01 04.     (W)     SCALED    
 GA2139* NAVD 88     -       394.862  (meters)    1295.48   (feet)  ADJUSTED  
 GA2139  ___________________________________________________________________
 GA2139  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2139  DYNAMIC HT  -         394.502 (meters)    1294.30  (feet)  COMP
 GA2139  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 GA2139
 GA2139  VERT ORDER  -  SECOND    CLASS 0
 GA2139
 GA2139.The horizontal coordinates were scaled from a topographic map and have
 GA2139.an estimated accuracy of +/- 6 seconds.
 GA2139
 GA2139.The orthometric height was determined by differential leveling
 GA2139.and adjusted by the National Geodetic Survey in June 1991..
 GA2139
 GA2139.The geoid height was determined by GEOID03.
 GA2139
 GA2139.The dynamic height is computed by dividing the NAVD 88
 GA2139.geopotential number by the normal gravity value computed on the
 GA2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2139.degrees latitude (g = 980.6199 gals.).
 GA2139
 GA2139.The modeled gravity was interpolated from observed gravity values.
 GA2139
 GA2139;                    North         East    Units  Estimated Accuracy
 GA2139;SPC TN       -   233,530.      867,480.      MT  (+/- 180 meters Scaled)
 GA2139
 GA2139                          SUPERSEDED SURVEY CONTROL
 GA2139
 GA2139  NGVD 29 (??/??/92)  395.077  (m)         1296.18   (f) ADJ UNCH    2 0
 GA2139
 GA2139.Superseded values are not recommended for survey control.
 GA2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2139.See file dsdata.txt to determine how the superseded data were derived.
 GA2139
 GA2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA190303(NAD 83)
 GA2139_MARKER: DD = SURVEY DISK
 GA2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2139_STAMPING: 1-36 1964
 GA2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2139+STABILITY: SURFACE MOTION
 GA2139
 GA2139  HISTORY     - Date     Condition        Report By
 GA2139  HISTORY     - 1964     MONUMENTED       TNGS
 GA2139
 GA2139                          STATION DESCRIPTION
 GA2139
 GA2139'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2139'IN ROGERSVILLE.
 GA2139'FROM THE POST OFFICE IN ROGERSVILLE, GO 0.6 MILE WESTERLY ON
 GA2139'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA2139'19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W,
 GA2139'32 FEET NORTHEAST OF A TELEPHONE POLE, 21 FEET NORTHEAST OF
 GA2139'THE APPROXIMATE CENTER OF JACKSON STREET AND 1.8 FEET SOUTHEAST
 GA2139'OF A METAL WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GA2139'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2139'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2144 ***********************************************************************
 GA2144  DESIGNATION -  1 37
 GA2144  PID         -  GA2144
 GA2144  STATE/COUNTY-  TN/HAWKINS
 GA2144  USGS QUAD   -  CAMELOT (1976)
 GA2144
 GA2144                         *CURRENT SURVEY CONTROL
 GA2144  ___________________________________________________________________
 GA2144* NAD 83(1986)-  36 23 20.     (N)    083 02 28.     (W)     SCALED    
 GA2144* NAVD 88     -       372.260  (meters)    1221.32   (feet)  ADJUSTED  
 GA2144  ___________________________________________________________________
 GA2144  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2144  DYNAMIC HT  -         371.920 (meters)    1220.21  (feet)  COMP
 GA2144  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 GA2144
 GA2144  VERT ORDER  -  SECOND    CLASS 0
 GA2144
 GA2144.The horizontal coordinates were scaled from a topographic map and have
 GA2144.an estimated accuracy of +/- 6 seconds.
 GA2144
 GA2144.The orthometric height was determined by differential leveling
 GA2144.and adjusted by the National Geodetic Survey in June 1991..
 GA2144
 GA2144.The geoid height was determined by GEOID03.
 GA2144
 GA2144.The dynamic height is computed by dividing the NAVD 88
 GA2144.geopotential number by the normal gravity value computed on the
 GA2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2144.degrees latitude (g = 980.6199 gals.).
 GA2144
 GA2144.The modeled gravity was interpolated from observed gravity values.
 GA2144
 GA2144;                    North         East    Units  Estimated Accuracy
 GA2144;SPC TN       -   232,080.      865,430.      MT  (+/- 180 meters Scaled)
 GA2144
 GA2144                          SUPERSEDED SURVEY CONTROL
 GA2144
 GA2144  NGVD 29 (??/??/92)  372.409  (m)         1221.81   (f) ADJ UNCH    2 0
 GA2144
 GA2144.Superseded values are not recommended for survey control.
 GA2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2144.See file dsdata.txt to determine how the superseded data were derived.
 GA2144
 GA2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA169290(NAD 83)
 GA2144_MARKER: DD = SURVEY DISK
 GA2144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2144_SP_SET: CULVERT
 GA2144_STAMPING: 1-37 1964
 GA2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2144
 GA2144  HISTORY     - Date     Condition        Report By
 GA2144  HISTORY     - 1964     MONUMENTED       TNGS
 GA2144
 GA2144                          STATION DESCRIPTION
 GA2144
 GA2144'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2144'2 MI W FROM ROGERSVILLE.
 GA2144'FROM THE POST OFFICE IN ROGERSVILLE, GO 2.1 MILES WESTERLY ON
 GA2144'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS IN THE
 GA2144'NORTHEAST END OF A CULVERT AND 1.8 FEET WEST OF A METAL TVA
 GA2144'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2144'DISK CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2170 ***********************************************************************
 GA2170  DESIGNATION -  1 38
 GA2170  PID         -  GA2170
 GA2170  STATE/COUNTY-  TN/HAWKINS
 GA2170  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2170
 GA2170                         *CURRENT SURVEY CONTROL
 GA2170  ___________________________________________________________________
 GA2170* NAD 83(1986)-  36 21 06.     (N)    083 11 39.     (W)     SCALED    
 GA2170* NAVD 88     -       331.309  (meters)    1086.97   (feet)  ADJUSTED  
 GA2170  ___________________________________________________________________
 GA2170  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2170  DYNAMIC HT  -         331.009 (meters)    1085.99  (feet)  COMP
 GA2170  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 GA2170
 GA2170  VERT ORDER  -  SECOND    CLASS 0
 GA2170
 GA2170.The horizontal coordinates were scaled from a topographic map and have
 GA2170.an estimated accuracy of +/- 6 seconds.
 GA2170
 GA2170.The orthometric height was determined by differential leveling
 GA2170.and adjusted by the National Geodetic Survey in June 1991..
 GA2170
 GA2170.The geoid height was determined by GEOID03.
 GA2170
 GA2170.The dynamic height is computed by dividing the NAVD 88
 GA2170.geopotential number by the normal gravity value computed on the
 GA2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2170.degrees latitude (g = 980.6199 gals.).
 GA2170
 GA2170.The modeled gravity was interpolated from observed gravity values.
 GA2170
 GA2170;                    North         East    Units  Estimated Accuracy
 GA2170;SPC TN       -   227,550.      851,820.      MT  (+/- 180 meters Scaled)
 GA2170
 GA2170                          SUPERSEDED SURVEY CONTROL
 GA2170
 GA2170  NGVD 29 (??/??/92)  331.449  (m)         1087.43   (f) ADJ UNCH    2 0
 GA2170
 GA2170.Superseded values are not recommended for survey control.
 GA2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2170.See file dsdata.txt to determine how the superseded data were derived.
 GA2170
 GA2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA031251(NAD 83)
 GA2170_MARKER: DD = SURVEY DISK
 GA2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2170_STAMPING: 1-38 1964
 GA2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2170+STABILITY: SURFACE MOTION
 GA2170
 GA2170  HISTORY     - Date     Condition        Report By
 GA2170  HISTORY     - 1964     MONUMENTED       TNGS
 GA2170
 GA2170                          STATION DESCRIPTION
 GA2170
 GA2170'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2170'2.5 MI E FROM MOORESBURG.
 GA2170'FROM THE POST OFFICE IN ROGERSVILLE, GO 12.2 MILES WESTERLY
 GA2170'ON U.S. HIGHWAY 11W TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA2170'1.9 FEET NORTH NORTHWEST OF A METAL WITNESS POST, 18 FEET SOUTH
 GA2170'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 15
 GA2170'FEET NORTH OF THE NORTHEAST ENTRANCE POST ON THE WEST SIDE
 GA2170'OF THE HARMONY MOTEL.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2170'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2170'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2171 ***********************************************************************
 GA2171  DESIGNATION -  1 39
 GA2171  PID         -  GA2171
 GA2171  STATE/COUNTY-  TN/HAWKINS
 GA2171  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2171
 GA2171                         *CURRENT SURVEY CONTROL
 GA2171  ___________________________________________________________________
 GA2171* NAD 83(1986)-  36 20 54.     (N)    083 11 59.     (W)     SCALED    
 GA2171* NAVD 88     -       332.339  (meters)    1090.35   (feet)  ADJUSTED  
 GA2171  ___________________________________________________________________
 GA2171  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2171  DYNAMIC HT  -         332.038 (meters)    1089.36  (feet)  COMP
 GA2171  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 GA2171
 GA2171  VERT ORDER  -  SECOND    CLASS 0
 GA2171
 GA2171.The horizontal coordinates were scaled from a topographic map and have
 GA2171.an estimated accuracy of +/- 6 seconds.
 GA2171
 GA2171.The orthometric height was determined by differential leveling
 GA2171.and adjusted by the National Geodetic Survey in June 1991..
 GA2171
 GA2171.The geoid height was determined by GEOID03.
 GA2171
 GA2171.The dynamic height is computed by dividing the NAVD 88
 GA2171.geopotential number by the normal gravity value computed on the
 GA2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2171.degrees latitude (g = 980.6199 gals.).
 GA2171
 GA2171.The modeled gravity was interpolated from observed gravity values.
 GA2171
 GA2171;                    North         East    Units  Estimated Accuracy
 GA2171;SPC TN       -   227,160.      851,330.      MT  (+/- 180 meters Scaled)
 GA2171
 GA2171                          SUPERSEDED SURVEY CONTROL
 GA2171
 GA2171  NGVD 29 (??/??/92)  332.479  (m)         1090.81   (f) ADJ UNCH    2 0
 GA2171
 GA2171.Superseded values are not recommended for survey control.
 GA2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2171.See file dsdata.txt to determine how the superseded data were derived.
 GA2171
 GA2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA026248(NAD 83)
 GA2171_MARKER: DD = SURVEY DISK
 GA2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2171_STAMPING: 1-39 1964
 GA2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2171+STABILITY: SURFACE MOTION
 GA2171
 GA2171  HISTORY     - Date     Condition        Report By
 GA2171  HISTORY     - 1964     MONUMENTED       TNGS
 GA2171
 GA2171                          STATION DESCRIPTION
 GA2171
 GA2171'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2171'2 MI E FROM MOORESBURG.
 GA2171'FROM THE POST OFFICE IN ROGERSVILLE, GO 12.6 MILES WESTERLY
 GA2171'ON U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS
 GA2171'LOCATED 1.6 FEET SOUTH OF A METAL WITNESS POST, 3 FEET SOUTH OF
 GA2171'AN 8-INCH MAPLE TREE AND 37 FEET NORTHWEST OF THE APPROXIMATE
 GA2171'CENTER OF U.S. HIGHWAY 11W.  THE MARK IS A STANDARD TENNESSEE
 GA2171'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2171'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2175 ***********************************************************************
 GA2175  DESIGNATION -  1 40
 GA2175  PID         -  GA2175
 GA2175  STATE/COUNTY-  TN/HAWKINS
 GA2175  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2175
 GA2175                         *CURRENT SURVEY CONTROL
 GA2175  ___________________________________________________________________
 GA2175* NAD 83(1986)-  36 20 43.     (N)    083 13 37.     (W)     SCALED    
 GA2175* NAVD 88     -       331.899  (meters)    1088.91   (feet)  ADJUSTED  
 GA2175  ___________________________________________________________________
 GA2175  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA2175  DYNAMIC HT  -         331.599 (meters)    1087.92  (feet)  COMP
 GA2175  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GA2175
 GA2175  VERT ORDER  -  SECOND    CLASS 0
 GA2175
 GA2175.The horizontal coordinates were scaled from a topographic map and have
 GA2175.an estimated accuracy of +/- 6 seconds.
 GA2175
 GA2175.The orthometric height was determined by differential leveling
 GA2175.and adjusted by the National Geodetic Survey in June 1991..
 GA2175
 GA2175.The geoid height was determined by GEOID03.
 GA2175
 GA2175.The dynamic height is computed by dividing the NAVD 88
 GA2175.geopotential number by the normal gravity value computed on the
 GA2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2175.degrees latitude (g = 980.6199 gals.).
 GA2175
 GA2175.The modeled gravity was interpolated from observed gravity values.
 GA2175
 GA2175;                    North         East    Units  Estimated Accuracy
 GA2175;SPC TN       -   226,750.      848,900.      MT  (+/- 180 meters Scaled)
 GA2175
 GA2175                          SUPERSEDED SURVEY CONTROL
 GA2175
 GA2175  NGVD 29 (??/??/92)  332.038  (m)         1089.36   (f) ADJ UNCH    2 0
 GA2175
 GA2175.Superseded values are not recommended for survey control.
 GA2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2175.See file dsdata.txt to determine how the superseded data were derived.
 GA2175
 GA2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA001245(NAD 83)
 GA2175_MARKER: DD = SURVEY DISK
 GA2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2175_STAMPING: 1-40 1964
 GA2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2175+STABILITY: SURFACE MOTION
 GA2175
 GA2175  HISTORY     - Date     Condition        Report By
 GA2175  HISTORY     - 1964     MONUMENTED       TNGS
 GA2175
 GA2175                          STATION DESCRIPTION
 GA2175
 GA2175'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2175'IN MOORESBURG.
 GA2175'FROM THE POST OFFICE IN ROGERSVILLE GO 14.2 MILES WESTERLY
 GA2175'ON U.S. HIGHWAY 11W TO THE MARK ON THE LEFT.  THE MARK IS
 GA2175'LOCATED 25 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 11W,
 GA2175'2.3 FEET NORTH OF A METAL WITNESS POST AND 3 FEET NORTH OF A
 GA2175'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2175'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA2175'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0310 ***********************************************************************
 GC0310  DESIGNATION -  10 1
 GC0310  PID         -  GC0310
 GC0310  STATE/COUNTY-  TN/TROUSDALE
 GC0310  USGS QUAD   -  BETHPAGE (1994)
 GC0310
 GC0310                         *CURRENT SURVEY CONTROL
 GC0310  ___________________________________________________________________
 GC0310* NAD 83(1986)-  36 26 02.     (N)    086 16 00.     (W)     SCALED    
 GC0310* NAVD 88     -       205.992  (meters)     675.83   (feet)  ADJUSTED  
 GC0310  ___________________________________________________________________
 GC0310  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0310  DYNAMIC HT  -         205.824 (meters)     675.27  (feet)  COMP
 GC0310  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 GC0310
 GC0310  VERT ORDER  -  SECOND    CLASS 0
 GC0310
 GC0310.The horizontal coordinates were scaled from a topographic map and have
 GC0310.an estimated accuracy of +/- 6 seconds.
 GC0310
 GC0310.The orthometric height was determined by differential leveling
 GC0310.and adjusted by the National Geodetic Survey in June 1991..
 GC0310
 GC0310.The geoid height was determined by GEOID03.
 GC0310
 GC0310.The dynamic height is computed by dividing the NAVD 88
 GC0310.geopotential number by the normal gravity value computed on the
 GC0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0310.degrees latitude (g = 980.6199 gals.).
 GC0310
 GC0310.The modeled gravity was interpolated from observed gravity values.
 GC0310
 GC0310;                    North         East    Units  Estimated Accuracy
 GC0310;SPC TN       -   233,090.      576,090.      MT  (+/- 180 meters Scaled)
 GC0310
 GC0310                          SUPERSEDED SURVEY CONTROL
 GC0310
 GC0310  NGVD 29 (??/??/92)  206.059  (m)          676.05   (f) ADJ UNCH    2 0
 GC0310
 GC0310.Superseded values are not recommended for survey control.
 GC0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0310.See file dsdata.txt to determine how the superseded data were derived.
 GC0310
 GC0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657323(NAD 83)
 GC0310_MARKER: DD = SURVEY DISK
 GC0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0310_SP_SET: CULVERT
 GC0310_STAMPING: 10-1 1961
 GC0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0310
 GC0310  HISTORY     - Date     Condition        Report By
 GC0310  HISTORY     - 1961     MONUMENTED       TNHD
 GC0310
 GC0310                          STATION DESCRIPTION
 GC0310
 GC0310'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0310'4.7 MI S FROM BRANSFORD.
 GC0310'FROM THE INTERSECTION OF U.S. 231 AND U.S. 31E AT BRANSFORD,
 GC0310'GO 4.7 MILES SOUTH ON U.S. 231 TO A 6 FOOT CONCRETE BOX CULVERT
 GC0310'ON THE RIGHT.  THE MARK IS A STANDARD TENNESSEE BENCH MARK
 GC0310'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE SOUTH
 GC0310'END OF THE WEST HEADWALL OF THE CULVERT AND 20.5 FEET WEST OF
 GC0310'THE CENTERLINE OF U.S. 231 ABOUT 1-INCH HIGHER THAN THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0328 ***********************************************************************
 GC0328  DESIGNATION -  10 EOM
 GC0328  PID         -  GC0328
 GC0328  STATE/COUNTY-  TN/SUMNER
 GC0328  USGS QUAD   -  BETHPAGE (1994)
 GC0328
 GC0328                         *CURRENT SURVEY CONTROL
 GC0328  ___________________________________________________________________
 GC0328* NAD 83(1986)-  36 26 44.     (N)    086 21 40.     (W)     SCALED    
 GC0328* NAVD 88     -       181.424  (meters)     595.22   (feet)  ADJUSTED  
 GC0328  ___________________________________________________________________
 GC0328  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0328  DYNAMIC HT  -         181.278 (meters)     594.74  (feet)  COMP
 GC0328  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 GC0328
 GC0328  VERT ORDER  -  SECOND    CLASS 0
 GC0328
 GC0328.The horizontal coordinates were scaled from a topographic map and have
 GC0328.an estimated accuracy of +/- 6 seconds.
 GC0328
 GC0328.The orthometric height was determined by differential leveling
 GC0328.and adjusted by the National Geodetic Survey in June 1991..
 GC0328
 GC0328.The geoid height was determined by GEOID03.
 GC0328
 GC0328.The dynamic height is computed by dividing the NAVD 88
 GC0328.geopotential number by the normal gravity value computed on the
 GC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0328.degrees latitude (g = 980.6199 gals.).
 GC0328
 GC0328.The modeled gravity was interpolated from observed gravity values.
 GC0328
 GC0328;                    North         East    Units  Estimated Accuracy
 GC0328;SPC TN       -   234,410.      567,630.      MT  (+/- 180 meters Scaled)
 GC0328
 GC0328                          SUPERSEDED SURVEY CONTROL
 GC0328
 GC0328  NGVD 29 (??/??/??)  181.53   (m)          595.6    (f) RESET       3  
 GC0328
 GC0328.Superseded values are not recommended for survey control.
 GC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0328.See file dsdata.txt to determine how the superseded data were derived.
 GC0328
 GC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF572335(NAD 83)
 GC0328_MARKER: DD = SURVEY DISK
 GC0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0328_STAMPING: 10 EOM
 GC0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0328+STABILITY: SURFACE MOTION
 GC0328
 GC0328  HISTORY     - Date     Condition        Report By
 GC0328  HISTORY     - UNK      MONUMENTED       USGS
 GC0328  HISTORY     - 1961     GOOD             TNHD
 GC0328
 GC0328                          STATION DESCRIPTION
 GC0328
 GC0328'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0328'4.2 MI S FROM BETHPAGE.
 GC0328'FROM THE U.S. POST OFFICE AT BETHPAGE, 4.2 MILES SOUTH ON U.S.
 GC0328'31E TO THE SHILOH PRESBYTERIAN CHURCH ON THE LEFT.  THE MARK IS
 GC0328'LOCATED 80.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 GC0328'106.5 FEET EAST OF THE CENTERLINE OF U.S. 31E, 1.5 FEET SOUTH OF
 GC0328'AN EAST-WEST FENCE AND 18 FEET NORTHEAST OF A 3 FOOT HACKBERRY
 GC0328'TREE.  THE MARK IS A STANDARD USGS BENCH MARK SET IN THE TOP OF A
 GC0328'CONCRETE POST AND STAMPED 10 EOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2691 ***********************************************************************
 GC2691  DESIGNATION -  10 WDL
 GC2691  PID         -  GC2691
 GC2691  STATE/COUNTY-  TN/STEWART
 GC2691  USGS QUAD   -  BUMPUS MILLS (1982)
 GC2691
 GC2691                         *CURRENT SURVEY CONTROL
 GC2691  ___________________________________________________________________
 GC2691* NAD 83(1995)-  36 35 06.11300(N)    087 46 12.14906(W)     ADJUSTED  
 GC2691* NAVD 88     -       204.03   (+/-2cm)     669.4    (feet)  VERTCON   
 GC2691  ___________________________________________________________________
 GC2691  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 GC2691  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC2691
 GC2691  HORZ ORDER  -  SECOND
 GC2691  VERT ORDER  -  THIRD ? (See Below)
 GC2691
 GC2691.The horizontal coordinates were established by classical geodetic methods
 GC2691.and adjusted by the National Geodetic Survey in April 1999..
 GC2691
 GC2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2691.The vertical order pertains to the NGVD 29 superseded value.
 GC2691
 GC2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2691
 GC2691.The geoid height was determined by GEOID03.
 GC2691
 GC2691;                    North         East     Units Scale Factor Converg.
 GC2691;SPC TN       -   251,264.608   441,596.828   MT  1.00003420   -1 02 10.5
 GC2691;SPC TN       -   824,357.30  1,448,805.59   sFT  1.00003420   -1 02 10.5
 GC2691;SPC KY1Z     - 1,029,892.946 1,319,206.187   MT  1.00015644   -1 14 24.8
 GC2691;SPC KY1Z     - 3,378,907.11  4,328,095.63   sFT  1.00015644   -1 14 24.8
 GC2691;SPC KY S     -   529,864.710   319,228.658   MT  1.00003023   -1 13 30.3
 GC2691;SPC KY S     - 1,738,397.80  1,047,336.02   sFT  1.00003023   -1 13 30.3
 GC2691;UTM  16      - 4,049,116.074   431,113.611   MT  0.99965846   -0 27 32.3
 GC2691
 GC2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2691!SPC TN       -   0.99997256  x   1.00003420  =   1.00000676
 GC2691!SPC KY1Z     -   0.99997256  x   1.00015644  =   1.00012900
 GC2691!SPC KY S     -   0.99997256  x   1.00003023  =   1.00000279
 GC2691!UTM  16      -   0.99997256  x   0.99965846  =   0.99963103
 GC2691
 GC2691                          SUPERSEDED SURVEY CONTROL
 GC2691
 GC2691  NAD 83(1995)-  36 35 06.11401(N)    087 46 12.14975(W) AD(       ) 2
 GC2691  NAD 83(1995)-  36 35 06.11825(N)    087 46 12.15349(W) AD(       ) 2
 GC2691  NAD 83(1986)-  36 35 06.12234(N)    087 46 12.15172(W) AD(       ) 2
 GC2691  NAD 27      -  36 35 05.94400(N)    087 46 12.07900(W) AD(       ) 2
 GC2691  NGVD 29 (07/19/86)  204.07   (m)          669.5    (f) LEVELING    3  
 GC2691
 GC2691.Superseded values are not recommended for survey control.
 GC2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2691.See file dsdata.txt to determine how the superseded data were derived.
 GC2691
 GC2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3111449116(NAD 83)
 GC2691_MARKER: DB = BENCH MARK DISK
 GC2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2691_STAMPING: WDL 10 1947 670
 GC2691_MARK LOGO: USGS  
 GC2691
 GC2691  HISTORY     - Date     Condition        Report By
 GC2691  HISTORY     - 1953     MONUMENTED       USGS
 GC2691
 GC2691                          STATION DESCRIPTION
 GC2691
 GC2691'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 GC2691'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF DOVER AND 4 MILES
 GC2691'SOUTHEAST OF BUMPUS MILLS.  IT IS 32 FEET SOUTHEAST OF THE CENTER OF
 GC2691'STATE HIGHWAY 120 AND 6 FEET NORTHEAST OF AN 8 INCH OAK TREE.  THE
 GC2691'MARK IS A 6 X 6 INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES
 GC2691'WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED WDL 10
 GC2691'1947 670 (FEET ABOVE SEA LEVEL).
 GC2691'
 GC2691'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BIG ROCK
 GC2691'AND THE DISTANCE IS 218.615 METERS (717.24 FEET).
 GC2691'
 GC2691'TO REACH THE STATION FROM THE SOUTH END OF A BRIDGE OVER SALINE CREEK
 GC2691'IN BUMPUS MILLS, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 120 FOR
 GC2691'5.7 MILES TO A CURVE AND THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2620 ***********************************************************************
 AJ2620  DESIGNATION -  100
 AJ2620  PID         -  AJ2620
 AJ2620  STATE/COUNTY-  TN/SHELBY
 AJ2620  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2620
 AJ2620                         *CURRENT SURVEY CONTROL
 AJ2620  ___________________________________________________________________
 AJ2620* NAD 83(1995)-  35 08 05.75192(N)    089 57 37.58029(W)     ADJUSTED  
 AJ2620* NAVD 88     -        80.35   (meters)     263.6    (feet)  LEVELING  
 AJ2620  ___________________________________________________________________
 AJ2620  X           -       3,605.545 (meters)                     COMP
 AJ2620  Y           -  -5,221,868.372 (meters)                     COMP
 AJ2620  Z           -   3,650,149.597 (meters)                     COMP
 AJ2620  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ2620  ELLIP HEIGHT-          53.02  (meters)          (04/26/01) GPS OBS
 AJ2620  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ2620
 AJ2620  HORZ ORDER  -  FIRST
 AJ2620  VERT ORDER  -  THIRD ?
 AJ2620  ELLP ORDER  -  FOURTH    CLASS I
 AJ2620
 AJ2620.The horizontal coordinates were established by GPS observations
 AJ2620.and adjusted by the National Geodetic Survey in April 2001..
 AJ2620
 AJ2620.The orthometric height was determined by differential leveling.
 AJ2620.The vertical network tie was performed by a horz. field party for horz.
 AJ2620.obs reductions. Reset procedures were used to establish the elevation.
 AJ2620
 AJ2620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2620
 AJ2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2620
 AJ2620.The ellipsoidal height was determined by GPS observations
 AJ2620.and is referenced to NAD 83.
 AJ2620
 AJ2620.The geoid height was determined by GEOID03.
 AJ2620
 AJ2620;                    North         East     Units Scale Factor Converg.
 AJ2620;SPC TN       -    96,240.602   239,143.730   MT  1.00002230   -2 19 07.0
 AJ2620;SPC TN       -   315,749.38    784,590.72   sFT  1.00002230   -2 19 07.0
 AJ2620;UTM  16      - 3,892,019.193   230,258.408   MT  1.00049682   -1 42 17.2
 AJ2620;UTM  15      - 3,892,236.700   776,953.100   MT  1.00054542   +1 45 01.4
 AJ2620
 AJ2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2620!SPC TN       -   0.99999168  x   1.00002230  =   1.00001398
 AJ2620!UTM  16      -   0.99999168  x   1.00049682  =   1.00048849
 AJ2620!UTM  15      -   0.99999168  x   1.00054542  =   1.00053709
 AJ2620
 AJ2620                          SUPERSEDED SURVEY CONTROL
 AJ2620
 AJ2620.No superseded survey control is available for this station.
 AJ2620
 AJ2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3025892019(NAD 83)
 AJ2620_MARKER: DD = SURVEY DISK
 AJ2620_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2620+WITH SETTING: INFORMATION.
 AJ2620_STAMPING: 100
 AJ2620_MARK LOGO: MLGW  
 AJ2620_PROJECTION: FLUSH
 AJ2620_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2620+STABILITY: SURFACE MOTION
 AJ2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2620+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2620_ROD/PIPE-DEPTH:  0.8 meters
 AJ2620
 AJ2620  HISTORY     - Date     Condition        Report By
 AJ2620  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2620  HISTORY     - 20030513 GOOD             TN1620
 AJ2620
 AJ2620                          STATION DESCRIPTION
 AJ2620
 AJ2620'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2620'THE STATION IS LOCATED IN WEST CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2620'0.60 MILE (0.97 KM) NORTHEAST OF TOBEY CITY PARK.
 AJ2620'TO REACH THE STATION FROM THE INTERSECTION OF WALNUT GROVE ROAD AND
 AJ2620'TILLMAN STREET PROCEED ON WALNUT GROVE ROAD FOR APPROXIMATELY 0.12
 AJ2620'MILES (0.19 KM) TO HAYDEN STREET.  THE STATION IS ON THE RIGHT.
 AJ2620'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2620'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2620'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 162.70 FEET (49.59 M)
 AJ2620'WEST OF THE CENTERLINE OF HAYDEN STREET PROJECTED SOUTH, 47.50 FEET
 AJ2620'(14.48 M) WEST OF A CONCRETE LIGHT POLE NO.  236127, 5.00 FEET (1.52
 AJ2620'M) EAST OF THE CENTERLINE OF A CONCRETE DRIVEWAY APRON TO ADDRESS
 AJ2620'3050, 2.10 FEET (0.64 M) SOUTH OF THE SOUTH CURBLINE OF WALNUT GROVE
 AJ2620'ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2620
 AJ2620                          STATION RECOVERY (2003)
 AJ2620
 AJ2620'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0209 ***********************************************************************
 FD0209  DESIGNATION -  1003
 FD0209  PID         -  FD0209
 FD0209  STATE/COUNTY-  TN/FRANKLIN
 FD0209  USGS QUAD   -  BELVIDERE (1982)
 FD0209
 FD0209                         *CURRENT SURVEY CONTROL
 FD0209  ___________________________________________________________________
 FD0209* NAD 83(1986)-  35 08 39.     (N)    086 10 03.     (W)     SCALED    
 FD0209* NAVD 88     -       304.897  (meters)    1000.32   (feet)  ADJUSTED  
 FD0209  ___________________________________________________________________
 FD0209  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0209  DYNAMIC HT  -         304.596 (meters)     999.33  (feet)  COMP
 FD0209  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 FD0209
 FD0209  VERT ORDER  -  FIRST     CLASS II
 FD0209
 FD0209.The horizontal coordinates were scaled from a topographic map and have
 FD0209.an estimated accuracy of +/- 6 seconds.
 FD0209
 FD0209.The orthometric height was determined by differential leveling
 FD0209.and adjusted by the National Geodetic Survey in June 1991..
 FD0209
 FD0209.The geoid height was determined by GEOID03.
 FD0209
 FD0209.The dynamic height is computed by dividing the NAVD 88
 FD0209.geopotential number by the normal gravity value computed on the
 FD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0209.degrees latitude (g = 980.6199 gals.).
 FD0209
 FD0209.The modeled gravity was interpolated from observed gravity values.
 FD0209
 FD0209;                    North         East    Units  Estimated Accuracy
 FD0209;SPC TN       -    89,980.      584,740.      MT  (+/- 180 meters Scaled)
 FD0209
 FD0209                          SUPERSEDED SURVEY CONTROL
 FD0209
 FD0209  NGVD 29 (??/??/92)  304.864  (m)         1000.21   (f) ADJ UNCH    1 2
 FD0209
 FD0209.Superseded values are not recommended for survey control.
 FD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0209.See file dsdata.txt to determine how the superseded data were derived.
 FD0209
 FD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED758893(NAD 83)
 FD0209_MARKER: DD = SURVEY DISK
 FD0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0209_SP_SET: CULVERT
 FD0209_STAMPING: 1003 NASHVILLE 1899
 FD0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0209
 FD0209  HISTORY     - Date     Condition        Report By
 FD0209  HISTORY     - 1899     MONUMENTED       USGS
 FD0209  HISTORY     - 1949     GOOD             NGS
 FD0209
 FD0209                          STATION DESCRIPTION
 FD0209
 FD0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0209'2 MI NE FROM BELVIDERE.
 FD0209'2.0 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0209'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, AT THE NORTHEAST
 FD0209'END OF THE RAILWAY SIDING AT KASSERMAN, SET VERTICALLY IN THE
 FD0209'SOUTHEAST FACE OF THE SOUTHEAST STONE HEAD WALL OF A 5-FOOT
 FD0209'STONE CULVERT, 9.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3
 FD0209'FEET BELOW THE TOP OF THE TOP STONE OF HEAD WALL, 5 FEET SOUTHWEST
 FD0209'OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT 4 1/2 FEET
 FD0209'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0880 ***********************************************************************
 FD0880  DESIGNATION -  1006 NASH
 FD0880  PID         -  FD0880
 FD0880  STATE/COUNTY-  TN/LAWRENCE
 FD0880  USGS QUAD   -  SUMMERTOWN (1976)
 FD0880
 FD0880                         *CURRENT SURVEY CONTROL
 FD0880  ___________________________________________________________________
 FD0880* NAD 83(1986)-  35 26 00.     (N)    087 18 52.     (W)     SCALED    
 FD0880* NAVD 88     -       307.132  (meters)    1007.65   (feet)  ADJUSTED  
 FD0880  ___________________________________________________________________
 FD0880  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0880  DYNAMIC HT  -         306.848 (meters)    1006.72  (feet)  COMP
 FD0880  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FD0880
 FD0880  VERT ORDER  -  FIRST     CLASS II
 FD0880
 FD0880.The horizontal coordinates were scaled from a topographic map and have
 FD0880.an estimated accuracy of +/- 6 seconds.
 FD0880
 FD0880.The orthometric height was determined by differential leveling
 FD0880.and adjusted by the National Geodetic Survey in June 1991..
 FD0880
 FD0880.The geoid height was determined by GEOID03.
 FD0880
 FD0880.The dynamic height is computed by dividing the NAVD 88
 FD0880.geopotential number by the normal gravity value computed on the
 FD0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0880.degrees latitude (g = 980.6199 gals.).
 FD0880
 FD0880.The modeled gravity was interpolated from observed gravity values.
 FD0880
 FD0880;                    North         East    Units  Estimated Accuracy
 FD0880;SPC TN       -   122,850.      480,650.      MT  (+/- 180 meters Scaled)
 FD0880
 FD0880                          SUPERSEDED SURVEY CONTROL
 FD0880
 FD0880  NGVD 29 (??/??/92)  307.102  (m)         1007.55   (f) ADJ UNCH    1 2
 FD0880
 FD0880.Superseded values are not recommended for survey control.
 FD0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0880.See file dsdata.txt to determine how the superseded data were derived.
 FD0880
 FD0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE714211(NAD 83)
 FD0880_MARKER: P = PIPE CAP
 FD0880_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0880_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0880_STAMPING: 1006 NASH-VILLE 1902
 FD0880_MARK LOGO: USGS  
 FD0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0880
 FD0880  HISTORY     - Date     Condition        Report By
 FD0880  HISTORY     - 1902     MONUMENTED       USGS
 FD0880  HISTORY     - 1949     GOOD             NGS
 FD0880  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0880
 FD0880                          STATION DESCRIPTION
 FD0880
 FD0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0880'AT SUMMERTOWN.
 FD0880'AT SUMMERTOWN, ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 20 FROM
 FD0880'THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT
 FD0880'SUMMERTOWN THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A GRAVEL ROAD,
 FD0880'AT THE POST OFFICE, 62 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 FD0880'THE EAST CORNER OF THE CONCRETE BLOCK POST OFFICE BUILDING,
 FD0880'35 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 20 FEET
 FD0880'NORTH OF THE WEST CORNER OF AN OLD HOTEL BUILDING, 14 FEET WEST
 FD0880'OF A 36-INCH OAK TREE, 15 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 FD0880'OF A CONCRETE WALK LEADING TO OLD HOTEL, 5.5 FEET SOUTHEAST OF
 FD0880'THE SOUTHEAST EDGE OF A SIDE WALK, 1 FOOT NORTHWEST OF A WHITE
 FD0880'WOODEN WITNESS POST, 1 FOOT ABOVE THE GRAVEL ROAD AND PROJECTING
 FD0880'6 INCHES.
 FD0880
 FD0880                          STATION RECOVERY (1983)
 FD0880
 FD0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0880'NOT RECOVERED, THE AREA HAS BEEN UNDERGOING A LOT OF CHANGES, THE OLD
 FD0880'HOTEL IS NOW A RESIDENCE.  MARK IS BELEIVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2621 ***********************************************************************
 AJ2621  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ2621  DESIGNATION -  101
 AJ2621  PID         -  AJ2621
 AJ2621  STATE/COUNTY-  TN/SHELBY
 AJ2621  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2621
 AJ2621                         *CURRENT SURVEY CONTROL
 AJ2621  ___________________________________________________________________
 AJ2621* NAD 83(1995)-  35 08 04.73328(N)    089 59 45.39656(W)     ADJUSTED  
 AJ2621* NAVD 88     -        86.51   (meters)     283.8    (feet)  GPS OBS   
 AJ2621  ___________________________________________________________________
 AJ2621  X           -         369.707 (meters)                     COMP
 AJ2621  Y           -  -5,221,892.691 (meters)                     COMP
 AJ2621  Z           -   3,650,127.458 (meters)                     COMP
 AJ2621  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AJ2621  ELLIP HEIGHT-          59.16  (meters)          (05/31/05) GPS OBS
 AJ2621  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2621
 AJ2621  HORZ ORDER  -  FIRST
 AJ2621  ELLP ORDER  -  FOURTH    CLASS II
 AJ2621
 AJ2621.The horizontal coordinates were established by GPS observations
 AJ2621.and adjusted by the National Geodetic Survey in May 2005..
 AJ2621
 AJ2621.The orthometric height was determined by GPS observations and a
 AJ2621.high-resolution geoid model using precise GPS observation and
 AJ2621.processing techniques. It supersedes the leveled height previously
 AJ2621.determined for this station.
 AJ2621
 AJ2621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2621
 AJ2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2621
 AJ2621.The ellipsoidal height was determined by GPS observations
 AJ2621.and is referenced to NAD 83.
 AJ2621
 AJ2621.The geoid height was determined by GEOID03.
 AJ2621
 AJ2621;                    North         East     Units Scale Factor Converg.
 AJ2621;SPC TN       -    96,340.734   235,909.236   MT  1.00002236   -2 20 21.8
 AJ2621;SPC TN       -   316,077.89    773,978.89   sFT  1.00002236   -2 20 21.8
 AJ2621;UTM  16      - 3,892,084.689   227,021.457   MT  1.00051847   -1 43 30.8
 AJ2621;UTM  15      - 3,892,106.992   773,717.999   MT  1.00052346   +1 43 47.7
 AJ2621
 AJ2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2621!SPC TN       -   0.99999071  x   1.00002236  =   1.00001307
 AJ2621!UTM  16      -   0.99999071  x   1.00051847  =   1.00050918
 AJ2621!UTM  15      -   0.99999071  x   1.00052346  =   1.00051417
 AJ2621
 AJ2621                          SUPERSEDED SURVEY CONTROL
 AJ2621
 AJ2621  NAD 83(1995)-  35 08 04.73244(N)    089 59 45.39700(W) AD(       ) 1
 AJ2621  ELLIP H (04/26/01)   59.21   (m)                       GP(       ) 4 1
 AJ2621  NAVD 88 (03/28/02)   86.53   (m)          283.9    (f) LEVELING    3  
 AJ2621
 AJ2621.Superseded values are not recommended for survey control.
 AJ2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2621.See file dsdata.txt to determine how the superseded data were derived.
 AJ2621
 AJ2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2702192085(NAD 83)
 AJ2621_MARKER: DD = SURVEY DISK
 AJ2621_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2621+WITH SETTING: INFORMATION.
 AJ2621_STAMPING: 101
 AJ2621_MARK LOGO: MLGW  
 AJ2621_PROJECTION: FLUSH
 AJ2621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2621+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 AJ2621_ROD/PIPE-DEPTH: 0.8  meters
 AJ2621
 AJ2621  HISTORY     - Date     Condition        Report By
 AJ2621  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2621  HISTORY     - 20030416 GOOD             USACE
 AJ2621  HISTORY     - 20030702 GOOD             EMCINC
 AJ2621
 AJ2621                          STATION DESCRIPTION
 AJ2621
 AJ2621'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2621'THE STATION IS LOCATED IN WEST SHELBY COUNTY APPROXIMATELY 0.50 MILES
 AJ2621'(0.80 KM) SOUTH OF OVERTON CITY PARK.
 AJ2621'TO REACH THE STATION FROM THE INTERSECTION OF UNION AVENUE AND EAST
 AJ2621'PARKWAY SOUTH, PROCEED WEST ON UNION AVENUE FOR APPROXIMATELY 0.70
 AJ2621'MILES (1.13 KM) TO REMBERT STREET.  THE STATION IS ON THE LEFT.
 AJ2621'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET IN A DRILL
 AJ2621'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED IN THE CONCRETE
 AJ2621'SIDEWALK ON THE SOUTH SIDE OF UNION AVENUE IN FRONT OF ADDRESS 1971
 AJ2621'UNION AVENUE, 25.00 FEET (7.62 M) WEST OF THE CENTERLINE PROJECTION OF
 AJ2621'REMBERT STREET, 2.90 FEET (0.88 M) SOUTH OF THE SOUTH CURBLINE OF
 AJ2621'UNION AVENUE.  THE CAP IS SET FLUSH WITH THE SIDEWALK.
 AJ2621
 AJ2621                          STATION RECOVERY (2003)
 AJ2621
 AJ2621'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 AJ2621'RECOVERED IN GOOD CONDITION.
 AJ2621
 AJ2621                          STATION RECOVERY (2003)
 AJ2621
 AJ2621'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 AJ2621'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0855 ***********************************************************************
 GD0855  DESIGNATION -  10/11 BOLT
 GD0855  PID         -  GD0855
 GD0855  STATE/COUNTY-  TN/LAKE
 GD0855  USGS QUAD   -  MOORING (1983)
 GD0855
 GD0855                         *CURRENT SURVEY CONTROL
 GD0855  ___________________________________________________________________
 GD0855* NAD 83(1986)-  36 15 35.     (N)    089 31 30.     (W)     SCALED    
 GD0855* NAVD 88     -        82.855  (meters)     271.83   (feet)  ADJUSTED  
 GD0855  ___________________________________________________________________
 GD0855  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0855  DYNAMIC HT  -          82.787 (meters)     271.61  (feet)  COMP
 GD0855  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GD0855
 GD0855  VERT ORDER  -  FIRST     CLASS II
 GD0855
 GD0855.The horizontal coordinates were scaled from a topographic map and have
 GD0855.an estimated accuracy of +/- 6 seconds.
 GD0855
 GD0855.The orthometric height was determined by differential leveling
 GD0855.and adjusted by the National Geodetic Survey in June 1991..
 GD0855
 GD0855.The geoid height was determined by GEOID03.
 GD0855
 GD0855.The dynamic height is computed by dividing the NAVD 88
 GD0855.geopotential number by the normal gravity value computed on the
 GD0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0855.degrees latitude (g = 980.6199 gals.).
 GD0855
 GD0855.The modeled gravity was interpolated from observed gravity values.
 GD0855
 GD0855;                    North         East    Units  Estimated Accuracy
 GD0855;SPC TN       -   219,440.      283,300.      MT  (+/- 180 meters Scaled)
 GD0855
 GD0855                          SUPERSEDED SURVEY CONTROL
 GD0855
 GD0855  NGVD 29 (??/??/??)   82.779  (m)          271.58   (f) ADJUSTED    1 2
 GD0855
 GD0855.Superseded values are not recommended for survey control.
 GD0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0855.See file dsdata.txt to determine how the superseded data were derived.
 GD0855
 GD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF731157(NAD 83)
 GD0855_MARKER: B = BOLT
 GD0855_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0855_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0855_STAMPING: 10/11
 GD0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0855
 GD0855  HISTORY     - Date     Condition        Report By
 GD0855  HISTORY     - UNK      MONUMENTED       DOD
 GD0855  HISTORY     - 1957     GOOD             CGS
 GD0855
 GD0855                          STATION DESCRIPTION
 GD0855
 GD0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0855'2.8 MI SW FROM RIDGELY.
 GD0855'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD0855'RAILROAD STATION AT RIDGELY, THENCE ABOUT 0.75 MILE SOUTH AND
 GD0855'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE 0.05 MILE WEST ALONG
 GD0855'A GRAVEL ROAD, THENCE 0.4 MILE NORTH ALONG A DIM ROAD FOLLOWING
 GD0855'TOP OF LEVEE, THENCE ABOUT 0.2 MILE WEST ALONG A FARM ROAD,
 GD0855'ABOUT 368 YARDS WEST OF TOP OF LEVEE AT A POINT ABOUT 0.1 MILE
 GD0855'NORTH OF LEVEE MILE POST 10/11, ABOUT 40 YARDS EAST OF OLD
 GD0855'LEVEE, 12 FEET NORTHEAST OF A 20-INCH ELM TREE, AND IS A BOLT
 GD0855'DIRECTLY UNDER A U.S.E. PIPE AND CAP WHICH PROJECTS 8 INCHES.
 GD0855'SEE NOTE ON DESCRIPTION OF REF 10/11 (U.S.E.) ON HOW TO REACH
 GD0855'BENCH MARK VIA ANOTHER ROUTE FROM RIDGELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0854 ***********************************************************************
 GD0854  DESIGNATION -  10/11 CAP
 GD0854  PID         -  GD0854
 GD0854  STATE/COUNTY-  TN/LAKE
 GD0854  USGS QUAD   -  MOORING (1983)
 GD0854
 GD0854                         *CURRENT SURVEY CONTROL
 GD0854  ___________________________________________________________________
 GD0854* NAD 83(1986)-  36 15 35.     (N)    089 31 29.     (W)     SCALED    
 GD0854* NAVD 88     -        84.072  (meters)     275.83   (feet)  ADJUSTED  
 GD0854  ___________________________________________________________________
 GD0854  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0854  DYNAMIC HT  -          84.003 (meters)     275.60  (feet)  COMP
 GD0854  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GD0854
 GD0854  VERT ORDER  -  FIRST     CLASS II
 GD0854
 GD0854.The horizontal coordinates were scaled from a topographic map and have
 GD0854.an estimated accuracy of +/- 6 seconds.
 GD0854
 GD0854.The orthometric height was determined by differential leveling
 GD0854.and adjusted by the National Geodetic Survey in June 1991..
 GD0854
 GD0854.The geoid height was determined by GEOID03.
 GD0854
 GD0854.The dynamic height is computed by dividing the NAVD 88
 GD0854.geopotential number by the normal gravity value computed on the
 GD0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0854.degrees latitude (g = 980.6199 gals.).
 GD0854
 GD0854.The modeled gravity was interpolated from observed gravity values.
 GD0854
 GD0854;                    North         East    Units  Estimated Accuracy
 GD0854;SPC TN       -   219,440.      283,320.      MT  (+/- 180 meters Scaled)
 GD0854
 GD0854                          SUPERSEDED SURVEY CONTROL
 GD0854
 GD0854  NGVD 29 (??/??/??)   83.997  (m)          275.58   (f) ADJUSTED    1 2
 GD0854
 GD0854.Superseded values are not recommended for survey control.
 GD0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0854.See file dsdata.txt to determine how the superseded data were derived.
 GD0854
 GD0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF731157(NAD 83)
 GD0854_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0854_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0854_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0854_STAMPING: 10/11
 GD0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0854
 GD0854  HISTORY     - Date     Condition        Report By
 GD0854  HISTORY     - UNK      MONUMENTED       DOD
 GD0854  HISTORY     - 1957     GOOD             CGS
 GD0854
 GD0854                          STATION DESCRIPTION
 GD0854
 GD0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0854'2.8 MI SW FROM RIDGELY.
 GD0854'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD0854'RAILROAD STATION AT RIDGELY, THENCE ABOUT 0.75 MILE SOUTH AND
 GD0854'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE 0.05 MILE WEST ALONG A
 GD0854'GRAVEL ROAD, THENCE 0.4 MILE NORTH ALONG A DIM ROAD FOLLOWING
 GD0854'TOP OF LEVEE, THENCE ABOUT 0.2 MILE WEST ALONG A FARM ROAD,
 GD0854'ABOUT 368 YARDS WEST OF TOP OF LEVEE AT A POINT ABOUT 0.1 MILE
 GD0854'NORTH OF LEVEE MILE POST 10/11, ABOUT 40 YARDS EAST OF OLD
 GD0854'LEVEE, 12 FEET NORTHEAST OF A 20-INCH ELM TREE, A U.S.E. PIPE
 GD0854'AND CAP WHICH PROJECTS 8 INCHES.  SEE NOTE ON DESCRIPTION OF
 GD0854'REF 10/11 (U.S.E.) ON HOW TO REACH BENCH MARK VIA ANOTHER ROUTE
 GD0854'FROM RIDGELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1842 ***********************************************************************
 FB1842  DESIGNATION -  1017.8
 FB1842  PID         -  FB1842
 FB1842  STATE/COUNTY-  TN/KNOX
 FB1842  USGS QUAD   -  SHOOKS GAP (1987)
 FB1842
 FB1842                         *CURRENT SURVEY CONTROL
 FB1842  ___________________________________________________________________
 FB1842* NAD 83(1986)-  35 55 03.     (N)    083 50 32.     (W)     SCALED    
 FB1842* NAVD 88     -       310.00   (+/-2cm)    1017.1    (feet)  VERTCON   
 FB1842  ___________________________________________________________________
 FB1842  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB1842
 FB1842  VERT ORDER  -  ? (See Below)
 FB1842
 FB1842.The horizontal coordinates were scaled from a topographic map and have
 FB1842.an estimated accuracy of +/- 6 seconds.
 FB1842
 FB1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1842.The vertical order pertains to the NGVD 29 superseded value.
 FB1842
 FB1842.The geoid height was determined by GEOID03.
 FB1842
 FB1842;                    North         East    Units  Estimated Accuracy
 FB1842;SPC TN       -   177,910.      794,730.      MT  (+/- 180 meters Scaled)
 FB1842
 FB1842                          SUPERSEDED SURVEY CONTROL
 FB1842
 FB1842  NGVD 29 (??/??/92)  310.138  (m)         1017.51   (f) ADJ UNCH    ?  
 FB1842
 FB1842.Superseded values are not recommended for survey control.
 FB1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1842.See file dsdata.txt to determine how the superseded data were derived.
 FB1842
 FB1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV435785(NAD 83)
 FB1842_MARKER: N = NAIL
 FB1842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1842_SP_SET: TREE
 FB1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1842
 FB1842  HISTORY     - Date     Condition        Report By
 FB1842  HISTORY     - UNK      MONUMENTED       USGS
 FB1842  HISTORY     - 1936     GOOD             USGS
 FB1842
 FB1842                          STATION DESCRIPTION
 FB1842
 FB1842'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1842'6 MI SE FROM KNOXVILLE.
 FB1842'6.0 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY
 FB1842'STREET BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, 130 FEET SOUTHWEST
 FB1842'OF THE JUNCTION OF A PRIVATE ROAD LEADING WEST, 47 FEET WEST OF
 FB1842'THE MAIN ROAD, AT A 40-INCH SYCAMORE TREE, AND IN A ROOT ON THE
 FB1842'NORTHEAST SIDE OF THE TREE.  A COPPER NAIL AND WASHER, PAINTED
 FB1842'USBM 1017.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1947 ***********************************************************************
 FB1947  DESIGNATION -  1029
 FB1947  PID         -  FB1947
 FB1947  STATE/COUNTY-  TN/SEVIER
 FB1947  USGS QUAD   -  WILDWOOD (1988)
 FB1947
 FB1947                         *CURRENT SURVEY CONTROL
 FB1947  ___________________________________________________________________
 FB1947* NAD 83(1986)-  35 51 38.     (N)    083 46 17.     (W)     SCALED    
 FB1947* NAVD 88     -       313.67   (+/-2cm)    1029.1    (feet)  VERTCON   
 FB1947  ___________________________________________________________________
 FB1947  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FB1947
 FB1947  VERT ORDER  -  ? (See Below)
 FB1947
 FB1947.The horizontal coordinates were scaled from a topographic map and have
 FB1947.an estimated accuracy of +/- 6 seconds.
 FB1947
 FB1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1947.The vertical order pertains to the NGVD 29 superseded value.
 FB1947
 FB1947.The geoid height was determined by GEOID03.
 FB1947
 FB1947;                    North         East    Units  Estimated Accuracy
 FB1947;SPC TN       -   171,740.      801,270.      MT  (+/- 180 meters Scaled)
 FB1947
 FB1947                          SUPERSEDED SURVEY CONTROL
 FB1947
 FB1947  NGVD 29 (??/??/92)  313.800  (m)         1029.53   (f) ADJ UNCH    ?  
 FB1947
 FB1947.Superseded values are not recommended for survey control.
 FB1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1947.See file dsdata.txt to determine how the superseded data were derived.
 FB1947
 FB1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV497720(NAD 83)
 FB1947_MARKER: Q = CHISELED SQUARE
 FB1947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1947_SP_SET: BRIDGE
 FB1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1947
 FB1947  HISTORY     - Date     Condition        Report By
 FB1947  HISTORY     - UNK      MONUMENTED       TVA
 FB1947  HISTORY     - 1938     GOOD             TVA
 FB1947
 FB1947                          STATION DESCRIPTION
 FB1947
 FB1947'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1947'13.6 MI NE FROM MARYLAND.
 FB1947'IN SEVIER COUNTY, 13.6 MILES NORTHEAST OF MARYVILLE, 1.9 MILES
 FB1947'SOUTHEAST OF SHOOKS GAP, 1 MILE SOUTHWEST ALONG STATE HIGHWAY 35
 FB1947'FROM THE INTERSECTION OF STATE HIGHWAY 71, AND ON THE SOUTHWEST
 FB1947'CORNER OF A BRIDGE OVER BOYDS CREEK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2622 ***********************************************************************
 AJ2622  DESIGNATION -  104
 AJ2622  PID         -  AJ2622
 AJ2622  STATE/COUNTY-  TN/SHELBY
 AJ2622  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2622
 AJ2622                         *CURRENT SURVEY CONTROL
 AJ2622  ___________________________________________________________________
 AJ2622* NAD 83(1995)-  35 06 21.99163(N)    090 05 58.03433(W)     ADJUSTED  
 AJ2622* NAVD 88     -        73.23   (meters)     240.3    (feet)  LEVELING  
 AJ2622  ___________________________________________________________________
 AJ2622  X           -      -9,067.297 (meters)                     COMP
 AJ2622  Y           -  -5,223,695.625 (meters)                     COMP
 AJ2622  Z           -   3,647,530.071 (meters)                     COMP
 AJ2622  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AJ2622  ELLIP HEIGHT-          46.02  (meters)          (04/26/01) GPS OBS
 AJ2622  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2622
 AJ2622  HORZ ORDER  -  FIRST
 AJ2622  VERT ORDER  -  THIRD ?
 AJ2622  ELLP ORDER  -  FOURTH    CLASS I
 AJ2622
 AJ2622.The horizontal coordinates were established by GPS observations
 AJ2622.and adjusted by the National Geodetic Survey in April 2001..
 AJ2622
 AJ2622.The orthometric height was determined by differential leveling.
 AJ2622.The vertical network tie was performed by a horz. field party for horz.
 AJ2622.obs reductions. Reset procedures were used to establish the elevation.
 AJ2622
 AJ2622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2622
 AJ2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2622
 AJ2622.The ellipsoidal height was determined by GPS observations
 AJ2622.and is referenced to NAD 83.
 AJ2622
 AJ2622.The geoid height was determined by GEOID03.
 AJ2622
 AJ2622;                    North         East     Units Scale Factor Converg.
 AJ2622;SPC TN       -    93,567.263   226,350.725   MT  1.00002851   -2 23 59.9
 AJ2622;SPC TN       -   306,978.60    742,619.00   sFT  1.00002851   -2 23 59.9
 AJ2622;UTM  15      - 3,888,660.628   764,376.031   MT  1.00046149   +1 40 08.6
 AJ2622
 AJ2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2622!SPC TN       -   0.99999278  x   1.00002851  =   1.00002129
 AJ2622!UTM  15      -   0.99999278  x   1.00046149  =   1.00045426
 AJ2622
 AJ2622                          SUPERSEDED SURVEY CONTROL
 AJ2622
 AJ2622.No superseded survey control is available for this station.
 AJ2622
 AJ2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6437688661(NAD 83)
 AJ2622_MARKER: DD = SURVEY DISK
 AJ2622_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2622+WITH SETTING: INFORMATION.
 AJ2622_STAMPING: 104
 AJ2622_MARK LOGO: MLGW  
 AJ2622_PROJECTION: FLUSH
 AJ2622_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2622+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2622_ROD/PIPE-DEPTH:  0.8 meters
 AJ2622
 AJ2622  HISTORY     - Date     Condition        Report By
 AJ2622  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2622  HISTORY     - 20030513 GOOD             TN1620
 AJ2622
 AJ2622                          STATION DESCRIPTION
 AJ2622
 AJ2622'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2622'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY ON PRESIDENTS
 AJ2622'ISLAND.
 AJ2622'TO REACH THE STATION FROM THE INTERSECTION OF JACK CARLEY CAUSEWAY AND
 AJ2622'HARBOR AVENUE, PROCEED WEST ON HARBOR AVENUE FOR APPROXIMATELY 0.70
 AJ2622'MILE (1.13 KM) TO PORT STREET.  THE STATION IS ON THE RIGHT.
 AJ2622'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2622'GALVANIZED PIPE ENCASED IN 8 INCH ROUND TUBE FILLED WITH CONCRETE TO A
 AJ2622'DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTH SIDE OF
 AJ2622'HARBOR AVENUE, 158.40 FEET (48.28 M) WEST OF THE CENTERLINE OF PORT
 AJ2622'STREET PROJECTED NORTH, 92.60 FEET (28.22 M) EAST OF A WOOD POWER POLE
 AJ2622'NO.  60976, 62.30 FEET (18.99 M) WEST OF A POWER POLE NO. 25191, 49.30
 AJ2622'FEET (15.03 M) NORTH OF THE CENTERLINE OF HARBOR AVENUE.  THE CAP AND
 AJ2622'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2622
 AJ2622                          STATION RECOVERY (2003)
 AJ2622
 AJ2622'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0335 ***********************************************************************
 FC0335  DESIGNATION -  1047.67
 FC0335  PID         -  FC0335
 FC0335  STATE/COUNTY-  TN/POLK
 FC0335  USGS QUAD   -  FARNER (1978)
 FC0335
 FC0335                         *CURRENT SURVEY CONTROL
 FC0335  ___________________________________________________________________
 FC0335* NAD 83(1986)-  35 10 11.     (N)    084 21 55.     (W)     SCALED    
 FC0335* NAVD 88     -       319.037  (meters)    1046.71   (feet)  ADJUSTED  
 FC0335  ___________________________________________________________________
 FC0335  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 FC0335  DYNAMIC HT  -         318.713 (meters)    1045.64  (feet)  COMP
 FC0335  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 FC0335
 FC0335  VERT ORDER  -  SECOND    CLASS 0
 FC0335
 FC0335.The horizontal coordinates were scaled from a topographic map and have
 FC0335.an estimated accuracy of +/- 6 seconds.
 FC0335
 FC0335.The orthometric height was determined by differential leveling
 FC0335.and adjusted by the National Geodetic Survey in June 1991..
 FC0335
 FC0335.The geoid height was determined by GEOID03.
 FC0335
 FC0335.The dynamic height is computed by dividing the NAVD 88
 FC0335.geopotential number by the normal gravity value computed on the
 FC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0335.degrees latitude (g = 980.6199 gals.).
 FC0335
 FC0335.The modeled gravity was interpolated from observed gravity values.
 FC0335
 FC0335;                    North         East    Units  Estimated Accuracy
 FC0335;SPC TN       -    94,040.      748,920.      MT  (+/- 180 meters Scaled)
 FC0335
 FC0335                          SUPERSEDED SURVEY CONTROL
 FC0335
 FC0335  NGVD 29 (??/??/92)  319.084  (m)         1046.86   (f) ADJ UNCH    2 0
 FC0335
 FC0335.Superseded values are not recommended for survey control.
 FC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0335.See file dsdata.txt to determine how the superseded data were derived.
 FC0335
 FC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD399950(NAD 83)
 FC0335_MARKER: Q = CHISELED SQUARE
 FC0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0335_SP_SET: BRIDGE
 FC0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0335
 FC0335  HISTORY     - Date     Condition        Report By
 FC0335  HISTORY     - UNK      MONUMENTED       USGS
 FC0335  HISTORY     - 1951     GOOD             NGS
 FC0335
 FC0335                          STATION DESCRIPTION
 FC0335
 FC0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0335'2.2 MI E FROM MC FARLAND.
 FC0335'2.2 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0335'THE STATION AT MC FARLAND, POLK COUNTY, 0.2 MILE EAST OF MILEPOST
 FC0335'L 357, AND ON THE TOP OF THE WEST STONE ABUTMENT OF BRIDGE 38
 FC0335'OVER TURTLETOWN CREEK, 4 FEET SOUTH OF THE SOUTH RAIL.  A CHISELED
 FC0335'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2623 ***********************************************************************
 AJ2623  DESIGNATION -  105
 AJ2623  PID         -  AJ2623
 AJ2623  STATE/COUNTY-  TN/SHELBY
 AJ2623  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2623
 AJ2623                         *CURRENT SURVEY CONTROL
 AJ2623  ___________________________________________________________________
 AJ2623* NAD 83(1995)-  35 06 28.39747(N)    090 03 50.69512(W)     ADJUSTED  
 AJ2623* NAVD 88     -        91.41   (meters)     299.9    (feet)  LEVELING  
 AJ2623  ___________________________________________________________________
 AJ2623  X           -      -5,842.295 (meters)                     COMP
 AJ2623  Y           -  -5,223,601.551 (meters)                     COMP
 AJ2623  Z           -   3,647,702.014 (meters)                     COMP
 AJ2623  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ2623  ELLIP HEIGHT-          64.18  (meters)          (04/26/01) GPS OBS
 AJ2623  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2623
 AJ2623  HORZ ORDER  -  FIRST
 AJ2623  VERT ORDER  -  THIRD ?
 AJ2623  ELLP ORDER  -  FOURTH    CLASS I
 AJ2623
 AJ2623.The horizontal coordinates were established by GPS observations
 AJ2623.and adjusted by the National Geodetic Survey in April 2001..
 AJ2623
 AJ2623.The orthometric height was determined by differential leveling.
 AJ2623.The vertical network tie was performed by a horz. field party for horz.
 AJ2623.obs reductions. Reset procedures were used to establish the elevation.
 AJ2623
 AJ2623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2623
 AJ2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2623
 AJ2623.The ellipsoidal height was determined by GPS observations
 AJ2623.and is referenced to NAD 83.
 AJ2623
 AJ2623.The geoid height was determined by GEOID03.
 AJ2623
 AJ2623;                    North         East     Units Scale Factor Converg.
 AJ2623;SPC TN       -    93,630.045   229,581.079   MT  1.00002812   -2 22 45.4
 AJ2623;SPC TN       -   307,184.57    753,217.26   sFT  1.00002812   -2 22 45.4
 AJ2623;UTM  15      - 3,888,952.595   767,595.216   MT  1.00048260   +1 41 22.2
 AJ2623;UTM  16      - 3,889,304.800   220,719.520   MT  1.00056138   -1 45 48.1
 AJ2623
 AJ2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2623!SPC TN       -   0.99998993  x   1.00002812  =   1.00001805
 AJ2623!UTM  15      -   0.99998993  x   1.00048260  =   1.00047252
 AJ2623!UTM  16      -   0.99998993  x   1.00056138  =   1.00055130
 AJ2623
 AJ2623                          SUPERSEDED SURVEY CONTROL
 AJ2623
 AJ2623.No superseded survey control is available for this station.
 AJ2623
 AJ2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6759588953(NAD 83)
 AJ2623_MARKER: DD = SURVEY DISK
 AJ2623_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2623+WITH SETTING: INFORMATION.
 AJ2623_STAMPING: 105
 AJ2623_MARK LOGO: MLGW  
 AJ2623_PROJECTION: FLUSH
 AJ2623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2623+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2003
 AJ2623_ROD/PIPE-DEPTH:  0.8 meters
 AJ2623
 AJ2623  HISTORY     - Date     Condition        Report By
 AJ2623  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2623  HISTORY     - 20031020 GOOD             TN1620
 AJ2623
 AJ2623                          STATION DESCRIPTION
 AJ2623
 AJ2623'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2623'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.60
 AJ2623'MILE (0.97 KM) EAST OF MARTIN LUTHER KING RIVERSIDE CITY PARK.
 AJ2623'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 55 (I-55) AND
 AJ2623'SOUTH PARKWAY, PROCEED EAST ON SOUTH PARKWAY APPROXIMATELY 0.70 MILE
 AJ2623'(1.13 KM) TO KENTUCKY STREET.  THE STATION IS ON THE LEFT.
 AJ2623'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET IN A DRILL
 AJ2623'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED IN THE CONCRETE
 AJ2623'SIDEWALK, 189.20 FEET (57.67 M) WEST OF THE CENTERLINE OF KENTUCKY
 AJ2623'STREET, 19.60 FEET (5.97 M) WEST OF THE WEST SIDE OF DRIVEWAY TO
 AJ2623'CHURCH, 9.00 FEET (2.74 M) EAST OF A FENCE, 2.50 FEET (0.76 M) NORTH
 AJ2623'OF THE NORTH CURBLINE OF SOUTH PARKWAY.  THE CAP IS SET FLUSH IN
 AJ2623'SIDEWALK.
 AJ2623
 AJ2623                          STATION RECOVERY (2003)
 AJ2623
 AJ2623'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2624 ***********************************************************************
 AJ2624  DESIGNATION -  106
 AJ2624  PID         -  AJ2624
 AJ2624  STATE/COUNTY-  TN/SHELBY
 AJ2624  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2624
 AJ2624                         *CURRENT SURVEY CONTROL
 AJ2624  ___________________________________________________________________
 AJ2624* NAD 83(1995)-  35 06 02.65648(N)    090 01 46.64640(W)     ADJUSTED  
 AJ2624* NAVD 88     -        91.34   (meters)     299.7    (feet)  LEVELING  
 AJ2624  ___________________________________________________________________
 AJ2624  X           -      -2,701.029 (meters)                     COMP
 AJ2624  Y           -  -5,224,060.184 (meters)                     COMP
 AJ2624  Z           -   3,647,052.943 (meters)                     COMP
 AJ2624  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AJ2624  ELLIP HEIGHT-          64.03  (meters)          (04/26/01) GPS OBS
 AJ2624  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2624
 AJ2624  HORZ ORDER  -  FIRST
 AJ2624  VERT ORDER  -  THIRD ?
 AJ2624  ELLP ORDER  -  FOURTH    CLASS I
 AJ2624
 AJ2624.The horizontal coordinates were established by GPS observations
 AJ2624.and adjusted by the National Geodetic Survey in April 2001..
 AJ2624
 AJ2624.The orthometric height was determined by differential leveling.
 AJ2624.The vertical network tie was performed by a horz. field party for horz.
 AJ2624.obs reductions. Reset procedures were used to establish the elevation.
 AJ2624
 AJ2624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2624
 AJ2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2624
 AJ2624.The ellipsoidal height was determined by GPS observations
 AJ2624.and is referenced to NAD 83.
 AJ2624
 AJ2624.The geoid height was determined by GEOID03.
 AJ2624
 AJ2624;                    North         East     Units Scale Factor Converg.
 AJ2624;SPC TN       -    92,707.559   232,687.300   MT  1.00002969   -2 21 32.8
 AJ2624;SPC TN       -   304,158.05    763,408.25   sFT  1.00002969   -2 21 32.8
 AJ2624;UTM  15      - 3,888,252.490   770,760.526   MT  1.00050361   +1 42 32.6
 AJ2624;UTM  16      - 3,888,415.293   223,837.103   MT  1.00054004   -1 44 35.5
 AJ2624
 AJ2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2624!SPC TN       -   0.99998995  x   1.00002969  =   1.00001964
 AJ2624!UTM  15      -   0.99998995  x   1.00050361  =   1.00049355
 AJ2624!UTM  16      -   0.99998995  x   1.00054004  =   1.00052998
 AJ2624
 AJ2624                          SUPERSEDED SURVEY CONTROL
 AJ2624
 AJ2624.No superseded survey control is available for this station.
 AJ2624
 AJ2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7076188252(NAD 83)
 AJ2624_MARKER: DD = SURVEY DISK
 AJ2624_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2624+WITH SETTING: INFORMATION.
 AJ2624_STAMPING: 106
 AJ2624_MARK LOGO: MLGW  
 AJ2624_PROJECTION: FLUSH
 AJ2624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2624+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2624_ROD/PIPE-DEPTH:  0.8 meters
 AJ2624
 AJ2624  HISTORY     - Date     Condition        Report By
 AJ2624  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2624  HISTORY     - 20030513 GOOD             TN1620
 AJ2624
 AJ2624                          STATION DESCRIPTION
 AJ2624
 AJ2624'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2624'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 1.20
 AJ2624'MILES (1.93 KM) EAST OF MARTIN LUTHER KING RIVERSIDE CITY PARK.
 AJ2624'TO REACH THE STATION FROM THE INTERSECTION OF LAUDERDALE STREET AND
 AJ2624'PERSON AVENUE, PROCEED EAST ON PERSON AVENUE FOR APPROXIMATELY 0.80
 AJ2624'MILE (1.29 KM) TO MISSISSIPPI BLVD.  THE STATION IS ON THE RIGHT.
 AJ2624'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2624'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2624'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE SOUTHWEST CORNER
 AJ2624'OF PERSON AVENUE AND MISSISSIPPI BLVD., 86.00 FEET (26.21 M) WEST OF
 AJ2624'THE WEST END OF A BRIDGE OVER INTERSTATE I-240 (I-240) , 41.00 FEET
 AJ2624'(12.50 M) SOUTH OF THE CENTERLINE OF PERSON AVENUE, 18.00 FEET (5.49
 AJ2624'M) WEST OF THE CENTERLINE OF MISSISSIPPI BLVD., 16.70 FEET (5.09 M)
 AJ2624'NORTH OF THE END OF CURB RADIUS ON MISSISSIPPI BLVD., 14.90 FEET (4.54
 AJ2624'M) NORTH OF A FIRE HYDRANT, 2.50 FEET (0.76 M) WEST OF THE WEST
 AJ2624'CURBLINE OF MISSISSIPPI BLVD.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2624'THE GROUND.
 AJ2624
 AJ2624                          STATION RECOVERY (2003)
 AJ2624
 AJ2624'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0679 ***********************************************************************
 FD0679  DESIGNATION -  106 1
 FD0679  PID         -  FD0679
 FD0679  STATE/COUNTY-  TN/WILLIAMSON
 FD0679  USGS QUAD   -  LEIPERS FORK (1981)
 FD0679
 FD0679                         *CURRENT SURVEY CONTROL
 FD0679  ___________________________________________________________________
 FD0679* NAD 83(1986)-  35 55 53.     (N)    086 52 36.     (W)     SCALED    
 FD0679* NAVD 88     -       194.496  (meters)     638.11   (feet)  POSTED    
 FD0679  ___________________________________________________________________
 FD0679  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0679  DYNAMIC HT  -         194.330 (meters)     637.56  (feet)  COMP
 FD0679  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 FD0679
 FD0679  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FD0679
 FD0679.The horizontal coordinates were scaled from a topographic map and have
 FD0679.an estimated accuracy of +/- 6 seconds.
 FD0679
 FD0679.The orthometric height was determined by differential leveling
 FD0679.and adjusted by the National Geodetic Survey in 1992..
 FD0679.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FD0679.rate of 4.1 thru 8.0 mm/km.
 FD0679
 FD0679.The geoid height was determined by GEOID03.
 FD0679
 FD0679.The dynamic height is computed by dividing the NAVD 88
 FD0679.geopotential number by the normal gravity value computed on the
 FD0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0679.degrees latitude (g = 980.6199 gals.).
 FD0679
 FD0679.The modeled gravity was interpolated from observed gravity values.
 FD0679
 FD0679;                    North         East    Units  Estimated Accuracy
 FD0679;SPC TN       -   177,660.      520,890.      MT  (+/- 180 meters Scaled)
 FD0679
 FD0679                          SUPERSEDED SURVEY CONTROL
 FD0679
 FD0679  NGVD 29 (??/??/??)  194.49   (m)          638.1    (f) RESET       3  
 FD0679
 FD0679.Superseded values are not recommended for survey control.
 FD0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0679.See file dsdata.txt to determine how the superseded data were derived.
 FD0679
 FD0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE111763(NAD 83)
 FD0679_MARKER: DD = SURVEY DISK
 FD0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0679_STAMPING: 106 1 1963
 FD0679_MARK LOGO: TNHD  
 FD0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0679+STABILITY: SURFACE MOTION
 FD0679
 FD0679  HISTORY     - Date     Condition        Report By
 FD0679  HISTORY     - 1963     MONUMENTED       TNHD
 FD0679  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0679
 FD0679                          STATION DESCRIPTION
 FD0679
 FD0679'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0679'0.6 MI N FROM FRANKLIN.
 FD0679'FROM THE POST OFFICE IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431
 FD0679'FOR 0.6 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 FD0679'36 FEET WEST OF U.S. HIGHWAY 431, 26 FEET NORTH OF A SIDE ROAD
 FD0679'LEADING WEST, 15 FEET SOUTHWEST OF A FIREPLUG AND 2 FEET NORTH
 FD0679'OF A WITNESS POST AND TELEPHONE POLE.  THE DISK IS SET IN TOP
 FD0679'OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0679
 FD0679                          STATION RECOVERY (1984)
 FD0679
 FD0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0679'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0848 ***********************************************************************
 GC0848  DESIGNATION -  106 10
 GC0848  PID         -  GC0848
 GC0848  STATE/COUNTY-  TN/DAVIDSON
 GC0848  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0848
 GC0848                         *CURRENT SURVEY CONTROL
 GC0848  ___________________________________________________________________
 GC0848* NAD 83(1986)-  36 08 27.     (N)    086 48 02.     (W)     SCALED    
 GC0848* NAVD 88     -       173.906  (meters)     570.56   (feet)  ADJUSTED  
 GC0848  ___________________________________________________________________
 GC0848  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0848  DYNAMIC HT  -         173.757 (meters)     570.07  (feet)  COMP
 GC0848  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 GC0848
 GC0848  VERT ORDER  -  SECOND    CLASS 0
 GC0848
 GC0848.The horizontal coordinates were scaled from a topographic map and have
 GC0848.an estimated accuracy of +/- 6 seconds.
 GC0848
 GC0848.The orthometric height was determined by differential leveling
 GC0848.and adjusted by the National Geodetic Survey in June 1991..
 GC0848
 GC0848.The geoid height was determined by GEOID03.
 GC0848
 GC0848.The dynamic height is computed by dividing the NAVD 88
 GC0848.geopotential number by the normal gravity value computed on the
 GC0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0848.degrees latitude (g = 980.6199 gals.).
 GC0848
 GC0848.The modeled gravity was interpolated from observed gravity values.
 GC0848
 GC0848;                    North         East    Units  Estimated Accuracy
 GC0848;SPC TN       -   200,840.      527,950.      MT  (+/- 180 meters Scaled)
 GC0848
 GC0848                          SUPERSEDED SURVEY CONTROL
 GC0848
 GC0848  NGVD 29 (??/??/92)  173.928  (m)          570.63   (f) ADJ UNCH    2 0
 GC0848
 GC0848.Superseded values are not recommended for survey control.
 GC0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0848.See file dsdata.txt to determine how the superseded data were derived.
 GC0848
 GC0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE179995(NAD 83)
 GC0848_MARKER: DD = SURVEY DISK
 GC0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0848_SP_SET: SIDEWALK
 GC0848_STAMPING: 106-10 1963
 GC0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0848
 GC0848  HISTORY     - Date     Condition        Report By
 GC0848  HISTORY     - 1963     MONUMENTED       TNHD
 GC0848
 GC0848                          STATION DESCRIPTION
 GC0848
 GC0848'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0848'1.8 MI S FROM NASHVILLE.
 GC0848'FROM THE POST OFFICE AT 10TH AND BROAD IN NASHVILLE, GO WEST
 GC0848'ON U.S. HIGHWAY 70 FOR 0.6 MILE TO THE INTERSECTION OF U.S.
 GC0848'HIGHWAY 70 AND 431.  TURN LEFTON U.S. HIGHWAY 431 AND GO FOR 1.2
 GC0848'MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 16 FEET
 GC0848'NORTH OF THE CENTERLINE OF DIXIE PLACE, 35 FEET WEST OF THE
 GC0848'CENTERLINE OF U.S. HIGHWAY 431 AND 12 FEET NORTHWEST OF A LIGHT
 GC0848'POLE.  THE DISK IS CEMENTED IN A DRILLED HOLE IN THE TOP OF A
 GC0848'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0850 ***********************************************************************
 GC0850  DESIGNATION -  106 11 RESET
 GC0850  PID         -  GC0850
 GC0850  STATE/COUNTY-  TN/DAVIDSON
 GC0850  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0850
 GC0850                         *CURRENT SURVEY CONTROL
 GC0850  ___________________________________________________________________
 GC0850* NAD 83(1986)-  36 09 07.     (N)    086 47 30.     (W)     SCALED    
 GC0850* NAVD 88     -       165.46   (meters)     542.8    (feet)  RESET     
 GC0850  ___________________________________________________________________
 GC0850  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0850
 GC0850  VERT ORDER  -  THIRD
 GC0850
 GC0850.The horizontal coordinates were scaled from a topographic map and have
 GC0850.an estimated accuracy of +/- 6 seconds.
 GC0850
 GC0850.The orthometric height was computed from unverified reset data.
 GC0850.No vertical observational check was made to the station.
 GC0850
 GC0850.The geoid height was determined by GEOID03.
 GC0850
 GC0850;                    North         East    Units  Estimated Accuracy
 GC0850;SPC TN       -   202,060.      528,760.      MT  (+/- 180 meters Scaled)
 GC0850
 GC0850                          SUPERSEDED SURVEY CONTROL
 GC0850
 GC0850  NGVD 29 (10/12/01)  165.48   (m)          542.9    (f) RESET       3  
 GC0850
 GC0850.Superseded values are not recommended for survey control.
 GC0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0850.See file dsdata.txt to determine how the superseded data were derived.
 GC0850
 GC0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF187008(NAD 83)
 GC0850_MARKER: DD = SURVEY DISK
 GC0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0850_STAMPING: 106-11 RESET 1972
 GC0850_MARK LOGO: CGS   
 GC0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0850+STABILITY: SURFACE MOTION
 GC0850
 GC0850  HISTORY     - Date     Condition        Report By
 GC0850  HISTORY     - 1972     MONUMENTED       NGS
 GC0850
 GC0850                          STATION DESCRIPTION
 GC0850
 GC0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GC0850'AT NASHVILLE.
 GC0850'TO REACH THE MARK FROM THE MAIN POST OFFICE AT THE INTERSECTION
 GC0850'OF 10TH. AVENUE AND BROADWAY, GO WESTERLY ON BROADWAY FOR 0.6
 GC0850'OF A MILE TO 17TH. AVENUE SOUTH ON THE LEFT, TURN LEFT ON 17TH.
 GC0850'AVENUE SOUTH AND GO SOUTHERLY FOR 0.1 OF A MILE TO DIVISION STREET,
 GC0850'TURN LEFT ON DIVISION STREET AND GO EASTERLY FOR 0.05 OF A MILE
 GC0850'TO 16TH. AVENUE SOUTH, AND THE MARK ON THE LEFT IN THE NORTHWEST
 GC0850'ANGLE OF THE INTERSECTION.  IT IS 88 FEET WEST OF THE APPROXIMATE
 GC0850'CENTER OF 16TH. AVENUE SOUTH, 23 FEET SOUTH OF THE SOUTH EDGE
 GC0850'OF A GAS PUMP ISLAND, 21 FEET NORTH OF THE APPROXIMATE CENTER
 GC0850'OF DIVISION STREET, 1.3 FEET SOUTHWEST OF A LIGHT POLE, AND
 GC0850'1.0 FOOT NORTH OF THE NORTH CURB OF DIVISION STREET.  IT IS A
 GC0850'STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE SOUTHWEST
 GC0850'CORNER OF THE CONCRETE BASE OF A LIGHT POLE AND THE DISK IS
 GC0850'STAMPED 106-11 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0680 ***********************************************************************
 FD0680  DESIGNATION -  106 2
 FD0680  PID         -  FD0680
 FD0680  STATE/COUNTY-  TN/WILLIAMSON
 FD0680  USGS QUAD   -  LEIPERS FORK (1981)
 FD0680
 FD0680                         *CURRENT SURVEY CONTROL
 FD0680  ___________________________________________________________________
 FD0680* NAD 83(1986)-  35 56 41.     (N)    086 52 50.     (W)     SCALED    
 FD0680* NAVD 88     -       189.537  (meters)     621.84   (feet)  ADJUSTED  
 FD0680  ___________________________________________________________________
 FD0680  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0680  DYNAMIC HT  -         189.371 (meters)     621.29  (feet)  COMP
 FD0680  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FD0680
 FD0680  VERT ORDER  -  FIRST     CLASS II
 FD0680
 FD0680.The horizontal coordinates were scaled from a topographic map and have
 FD0680.an estimated accuracy of +/- 6 seconds.
 FD0680
 FD0680.The orthometric height was determined by differential leveling
 FD0680.and adjusted by the National Geodetic Survey in June 1991..
 FD0680
 FD0680.The geoid height was determined by GEOID03.
 FD0680
 FD0680.The dynamic height is computed by dividing the NAVD 88
 FD0680.geopotential number by the normal gravity value computed on the
 FD0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0680.degrees latitude (g = 980.6199 gals.).
 FD0680
 FD0680.The modeled gravity was interpolated from observed gravity values.
 FD0680
 FD0680;                    North         East    Units  Estimated Accuracy
 FD0680;SPC TN       -   179,140.      520,560.      MT  (+/- 180 meters Scaled)
 FD0680
 FD0680                          SUPERSEDED SURVEY CONTROL
 FD0680
 FD0680  NGVD 29 (??/??/??)  189.54   (m)          621.8    (f) RESET       3  
 FD0680
 FD0680.Superseded values are not recommended for survey control.
 FD0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0680.See file dsdata.txt to determine how the superseded data were derived.
 FD0680
 FD0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE107778(NAD 83)
 FD0680_MARKER: DD = SURVEY DISK
 FD0680_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0680_STAMPING: 106 2 1963
 FD0680_MARK LOGO: TNHD  
 FD0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0680+STABILITY: SURFACE MOTION
 FD0680
 FD0680  HISTORY     - Date     Condition        Report By
 FD0680  HISTORY     - 1963     MONUMENTED       TNHD
 FD0680  HISTORY     - 1984     GOOD             NGS
 FD0680
 FD0680                          STATION DESCRIPTION
 FD0680
 FD0680'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0680'1.7 MI N FROM FRANKLIN.
 FD0680'FROM THE POST IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431 FOR 1.7
 FD0680'MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 25 FEET
 FD0680'EAST OF THE CENTERLINE OF U.S. HIGHWAY 431, 16 FEET WEST OF A
 FD0680'WIRE FENCE AND CEMENTED IN A DRILLED HOLE IN THE TOP OF AN
 FD0680'8 FOOT CONCRETE CULVERT.
 FD0680
 FD0680                          STATION RECOVERY (1984)
 FD0680
 FD0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0680'RECOVERED IN GOOD CONDITION.  NOTE, SET IN TOP OF THE NORTH END OF THE
 FD0680'EAST HEADWALL OF AN 8 FOOT DIAMETER CULVERT UNDER THE HIGHWAY.
 FD0680'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0681 ***********************************************************************
 FD0681  DESIGNATION -  106 3
 FD0681  PID         -  FD0681
 FD0681  STATE/COUNTY-  TN/WILLIAMSON
 FD0681  USGS QUAD   -  LEIPERS FORK (1981)
 FD0681
 FD0681                         *CURRENT SURVEY CONTROL
 FD0681  ___________________________________________________________________
 FD0681* NAD 83(1986)-  35 57 30.     (N)    086 53 04.     (W)     SCALED    
 FD0681* NAVD 88     -       188.012  (meters)     616.84   (feet)  ADJUSTED  
 FD0681  ___________________________________________________________________
 FD0681  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0681  DYNAMIC HT  -         187.848 (meters)     616.30  (feet)  COMP
 FD0681  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FD0681
 FD0681  VERT ORDER  -  SECOND    CLASS 0
 FD0681
 FD0681.The horizontal coordinates were scaled from a topographic map and have
 FD0681.an estimated accuracy of +/- 6 seconds.
 FD0681
 FD0681.The orthometric height was determined by differential leveling
 FD0681.and adjusted by the National Geodetic Survey in June 1991..
 FD0681
 FD0681.The geoid height was determined by GEOID03.
 FD0681
 FD0681.The dynamic height is computed by dividing the NAVD 88
 FD0681.geopotential number by the normal gravity value computed on the
 FD0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0681.degrees latitude (g = 980.6199 gals.).
 FD0681
 FD0681.The modeled gravity was interpolated from observed gravity values.
 FD0681
 FD0681;                    North         East    Units  Estimated Accuracy
 FD0681;SPC TN       -   180,650.      520,220.      MT  (+/- 180 meters Scaled)
 FD0681
 FD0681                          SUPERSEDED SURVEY CONTROL
 FD0681
 FD0681  NGVD 29 (??/??/??)  188.02   (m)          616.9    (f) RESET       3  
 FD0681
 FD0681.Superseded values are not recommended for survey control.
 FD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0681.See file dsdata.txt to determine how the superseded data were derived.
 FD0681
 FD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104793(NAD 83)
 FD0681_MARKER: DD = SURVEY DISK
 FD0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0681_SP_SET: CULVERT
 FD0681_STAMPING: 106 3 1963
 FD0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0681
 FD0681  HISTORY     - Date     Condition        Report By
 FD0681  HISTORY     - 1963     MONUMENTED       TNHD
 FD0681
 FD0681                          STATION DESCRIPTION
 FD0681
 FD0681'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0681'2.7 MI N FROM FRANKLIN.
 FD0681'FROM THE POST OFFICE IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431
 FD0681'FOR 2.7 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 FD0681'29 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 431, 12
 FD0681'FEET SOUTHWEST OF A WIRE FENCE AND CEMENTED IN A DRILLED HOLE
 FD0681'IN THE TOP OF A 10 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0686 ***********************************************************************
 FD0686  DESIGNATION -  106 4
 FD0686  PID         -  FD0686
 FD0686  STATE/COUNTY-  TN/WILLIAMSON
 FD0686  USGS QUAD   -  LEIPERS FORK (1981)
 FD0686
 FD0686                         *CURRENT SURVEY CONTROL
 FD0686  ___________________________________________________________________
 FD0686* NAD 83(1986)-  35 59 27.     (N)    086 53 24.     (W)     SCALED    
 FD0686* NAVD 88     -       207.852  (meters)     681.93   (feet)  ADJUSTED  
 FD0686  ___________________________________________________________________
 FD0686  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FD0686  DYNAMIC HT  -         207.670 (meters)     681.33  (feet)  COMP
 FD0686  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0686
 FD0686  VERT ORDER  -  SECOND    CLASS 0
 FD0686
 FD0686.The horizontal coordinates were scaled from a topographic map and have
 FD0686.an estimated accuracy of +/- 6 seconds.
 FD0686
 FD0686.The orthometric height was determined by differential leveling
 FD0686.and adjusted by the National Geodetic Survey in June 1991..
 FD0686
 FD0686.The geoid height was determined by GEOID03.
 FD0686
 FD0686.The dynamic height is computed by dividing the NAVD 88
 FD0686.geopotential number by the normal gravity value computed on the
 FD0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0686.degrees latitude (g = 980.6199 gals.).
 FD0686
 FD0686.The modeled gravity was interpolated from observed gravity values.
 FD0686
 FD0686;                    North         East    Units  Estimated Accuracy
 FD0686;SPC TN       -   184,260.      519,750.      MT  (+/- 180 meters Scaled)
 FD0686
 FD0686                          SUPERSEDED SURVEY CONTROL
 FD0686
 FD0686  NGVD 29 (??/??/??)  207.86   (m)          682.0    (f) RESET       3  
 FD0686
 FD0686.Superseded values are not recommended for survey control.
 FD0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0686.See file dsdata.txt to determine how the superseded data were derived.
 FD0686
 FD0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE099829(NAD 83)
 FD0686_MARKER: DD = SURVEY DISK
 FD0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0686_SP_SET: CULVERT
 FD0686_STAMPING: 106 4 1963
 FD0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0686
 FD0686  HISTORY     - Date     Condition        Report By
 FD0686  HISTORY     - 1963     MONUMENTED       TNHD
 FD0686
 FD0686                          STATION DESCRIPTION
 FD0686
 FD0686'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0686'5.1 MI N FROM FRANKLIN.
 FD0686'FROM THE POST OFFICE IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431
 FD0686'FOR 5.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 FD0686'18 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 431, 45 FEET
 FD0686'NORTHWEST OF POWER POLE AND CEMENTED IN A DRILLED HOLE IN THE
 FD0686'TOP OF A 10 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0832 ***********************************************************************
 GC0832  DESIGNATION -  106 5
 GC0832  PID         -  GC0832
 GC0832  STATE/COUNTY-  TN/WILLIAMSON
 GC0832  USGS QUAD   -  OAK HILL (1968)
 GC0832
 GC0832                         *CURRENT SURVEY CONTROL
 GC0832  ___________________________________________________________________
 GC0832* NAD 83(1986)-  36 02 03.     (N)    086 52 25.     (W)     SCALED    
 GC0832* NAVD 88     -       201.064  (meters)     659.66   (feet)  ADJUSTED  
 GC0832  ___________________________________________________________________
 GC0832  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0832  DYNAMIC HT  -         200.888 (meters)     659.08  (feet)  COMP
 GC0832  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 GC0832
 GC0832  VERT ORDER  -  SECOND    CLASS 0
 GC0832
 GC0832.The horizontal coordinates were scaled from a topographic map and have
 GC0832.an estimated accuracy of +/- 6 seconds.
 GC0832
 GC0832.The orthometric height was determined by differential leveling
 GC0832.and adjusted by the National Geodetic Survey in June 1991..
 GC0832
 GC0832.The geoid height was determined by GEOID03.
 GC0832
 GC0832.The dynamic height is computed by dividing the NAVD 88
 GC0832.geopotential number by the normal gravity value computed on the
 GC0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0832.degrees latitude (g = 980.6199 gals.).
 GC0832
 GC0832.The modeled gravity was interpolated from observed gravity values.
 GC0832
 GC0832;                    North         East    Units  Estimated Accuracy
 GC0832;SPC TN       -   189,060.      521,270.      MT  (+/- 180 meters Scaled)
 GC0832
 GC0832                          SUPERSEDED SURVEY CONTROL
 GC0832
 GC0832  NGVD 29 (??/??/92)  201.076  (m)          659.70   (f) ADJ UNCH    2 0
 GC0832
 GC0832.Superseded values are not recommended for survey control.
 GC0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0832.See file dsdata.txt to determine how the superseded data were derived.
 GC0832
 GC0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE113877(NAD 83)
 GC0832_MARKER: DD = SURVEY DISK
 GC0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0832_STAMPING: 106-5 1963
 GC0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0832+STABILITY: SURFACE MOTION
 GC0832
 GC0832  HISTORY     - Date     Condition        Report By
 GC0832  HISTORY     - 1963     MONUMENTED       TNHD
 GC0832
 GC0832                          STATION DESCRIPTION
 GC0832
 GC0832'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0832'8.8 MI N FROM FRANKLIN.
 GC0832'FROM THE POST OFFICE IN FRANKLIN GO NORTH ON U.S. HIGHWAY 431
 GC0832'FOR 8.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 52
 GC0832'FEET EAST OF U.S. HIGHWAY 431, 1 FOOT WEST OF A WOODEN FENCE,
 GC0832'2 FEET NORTH OF A WITNESS SIGN, 5 FEET SOUTHEAST OF A 12-INCH
 GC0832'HACKBERRY TREE AND 29 FEET NORTHEAST OF A TELEPHONE POLE.  THE
 GC0832'DISK IS IN TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0833 ***********************************************************************
 GC0833  DESIGNATION -  106 6
 GC0833  PID         -  GC0833
 GC0833  STATE/COUNTY-  TN/DAVIDSON
 GC0833  USGS QUAD   -  OAK HILL (1968)
 GC0833
 GC0833                         *CURRENT SURVEY CONTROL
 GC0833  ___________________________________________________________________
 GC0833* NAD 83(1986)-  36 02 49.     (N)    086 51 46.     (W)     SCALED    
 GC0833* NAVD 88     -       191.872  (meters)     629.50   (feet)  ADJUSTED  
 GC0833  ___________________________________________________________________
 GC0833  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0833  DYNAMIC HT  -         191.705 (meters)     628.95  (feet)  COMP
 GC0833  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GC0833
 GC0833  VERT ORDER  -  SECOND    CLASS 0
 GC0833
 GC0833.The horizontal coordinates were scaled from a topographic map and have
 GC0833.an estimated accuracy of +/- 6 seconds.
 GC0833
 GC0833.The orthometric height was determined by differential leveling
 GC0833.and adjusted by the National Geodetic Survey in June 1991..
 GC0833
 GC0833.The geoid height was determined by GEOID03.
 GC0833
 GC0833.The dynamic height is computed by dividing the NAVD 88
 GC0833.geopotential number by the normal gravity value computed on the
 GC0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0833.degrees latitude (g = 980.6199 gals.).
 GC0833
 GC0833.The modeled gravity was interpolated from observed gravity values.
 GC0833
 GC0833;                    North         East    Units  Estimated Accuracy
 GC0833;SPC TN       -   190,470.      522,260.      MT  (+/- 180 meters Scaled)
 GC0833
 GC0833                          SUPERSEDED SURVEY CONTROL
 GC0833
 GC0833  NGVD 29 (??/??/92)  191.886  (m)          629.55   (f) ADJ UNCH    2 0
 GC0833
 GC0833.Superseded values are not recommended for survey control.
 GC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0833.See file dsdata.txt to determine how the superseded data were derived.
 GC0833
 GC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE123891(NAD 83)
 GC0833_MARKER: DD = SURVEY DISK
 GC0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0833_STAMPING: 106-6 1963
 GC0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0833+STABILITY: SURFACE MOTION
 GC0833
 GC0833  HISTORY     - Date     Condition        Report By
 GC0833  HISTORY     - 1963     MONUMENTED       TNHD
 GC0833
 GC0833                          STATION DESCRIPTION
 GC0833
 GC0833'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0833'9.5 MI S FROM NASHVILLE.
 GC0833'FROM THE POST OFFICE AT 10TH AND BROAD IN NASHVILLE, GO WEST ON
 GC0833'U.S. HIGHWAY 70 FOR 0.6 MILES TO THE INTERSECTION OF U.S. HIGHWAYS
 GC0833'70 AND 431.  TURN LEFT ON U.S. HIGHWAY 431 AND GO FOR 8.9 MILES
 GC0833'TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 1 FOOT SOUTHWEST
 GC0833'OF A WIRE FENCE, 2 FEET SOUTH OF A WITNESS SIGN, 39 FEET EAST OF
 GC0833'THE CENTERLINE OF U.S. HIGHWAY 431 AND 14 FEET SOUTHEAST OF A
 GC0833'TELEPHONE POLE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0833'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0842 ***********************************************************************
 GC0842  DESIGNATION -  106 7
 GC0842  PID         -  GC0842
 GC0842  STATE/COUNTY-  TN/DAVIDSON
 GC0842  USGS QUAD   -  OAK HILL (1968)
 GC0842
 GC0842                         *CURRENT SURVEY CONTROL
 GC0842  ___________________________________________________________________
 GC0842* NAD 83(1986)-  36 05 19.     (N)    086 49 49.     (W)     SCALED    
 GC0842* NAVD 88     -       205.456  (meters)     674.07   (feet)  ADJUSTED  
 GC0842  ___________________________________________________________________
 GC0842  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0842  DYNAMIC HT  -         205.278 (meters)     673.48  (feet)  COMP
 GC0842  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GC0842
 GC0842  VERT ORDER  -  SECOND    CLASS 0
 GC0842
 GC0842.The horizontal coordinates were scaled from a topographic map and have
 GC0842.an estimated accuracy of +/- 6 seconds.
 GC0842
 GC0842.The orthometric height was determined by differential leveling
 GC0842.and adjusted by the National Geodetic Survey in June 1991..
 GC0842
 GC0842.The geoid height was determined by GEOID03.
 GC0842
 GC0842.The dynamic height is computed by dividing the NAVD 88
 GC0842.geopotential number by the normal gravity value computed on the
 GC0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0842.degrees latitude (g = 980.6199 gals.).
 GC0842
 GC0842.The modeled gravity was interpolated from observed gravity values.
 GC0842
 GC0842;                    North         East    Units  Estimated Accuracy
 GC0842;SPC TN       -   195,060.      525,230.      MT  (+/- 180 meters Scaled)
 GC0842
 GC0842                          SUPERSEDED SURVEY CONTROL
 GC0842
 GC0842  NGVD 29 (??/??/92)  205.474  (m)          674.13   (f) ADJ UNCH    2 0
 GC0842
 GC0842.Superseded values are not recommended for survey control.
 GC0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0842.See file dsdata.txt to determine how the superseded data were derived.
 GC0842
 GC0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE152937(NAD 83)
 GC0842_MARKER: DD = SURVEY DISK
 GC0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0842_STAMPING: 106-7 1963
 GC0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0842+STABILITY: SURFACE MOTION
 GC0842
 GC0842  HISTORY     - Date     Condition        Report By
 GC0842  HISTORY     - 1963     MONUMENTED       TNHD
 GC0842
 GC0842                          STATION DESCRIPTION
 GC0842
 GC0842'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0842'6 MI S FROM NASHVILLE.
 GC0842'FROM THE POST OFFICE AT 10TH AND BROAD IN NASHVILLE, GO WEST ON
 GC0842'U.S. HIGHWAY 70 FOR 0.6 MILE TO THE INTERSECTION OF U.S.
 GC0842'HIGHWAYS 70 AND 431.  TURN LEFT ON U.S. HIGWAY 431 AND GO FOR 5.4
 GC0842'MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 1 FOOT
 GC0842'WEST OF A ROCK FENCE, 10 FEET EAST OF A FIREPLUG, 38 FEET EAST
 GC0842'OF THE CENTERLINE OF U.S. HIGHWAY 431 AND 38 FEET NORTH OF THE
 GC0842'CENTERLINE OF N. STANFORD DRIVE.  THE DISK IS SET IN THE TOP
 GC0842'OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0843 ***********************************************************************
 GC0843  DESIGNATION -  106 8
 GC0843  PID         -  GC0843
 GC0843  STATE/COUNTY-  TN/DAVIDSON
 GC0843  USGS QUAD   -  OAK HILL (1968)
 GC0843
 GC0843                         *CURRENT SURVEY CONTROL
 GC0843  ___________________________________________________________________
 GC0843* NAD 83(1986)-  36 06 00.     (N)    086 49 11.     (W)     SCALED    
 GC0843* NAVD 88     -       175.330  (meters)     575.23   (feet)  ADJUSTED  
 GC0843  ___________________________________________________________________
 GC0843  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0843  DYNAMIC HT  -         175.179 (meters)     574.73  (feet)  COMP
 GC0843  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 GC0843
 GC0843  VERT ORDER  -  SECOND    CLASS 0
 GC0843
 GC0843.The horizontal coordinates were scaled from a topographic map and have
 GC0843.an estimated accuracy of +/- 6 seconds.
 GC0843
 GC0843.The orthometric height was determined by differential leveling
 GC0843.and adjusted by the National Geodetic Survey in June 1991..
 GC0843
 GC0843.The geoid height was determined by GEOID03.
 GC0843
 GC0843.The dynamic height is computed by dividing the NAVD 88
 GC0843.geopotential number by the normal gravity value computed on the
 GC0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0843.degrees latitude (g = 980.6199 gals.).
 GC0843
 GC0843.The modeled gravity was interpolated from observed gravity values.
 GC0843
 GC0843;                    North         East    Units  Estimated Accuracy
 GC0843;SPC TN       -   196,320.      526,190.      MT  (+/- 180 meters Scaled)
 GC0843
 GC0843                          SUPERSEDED SURVEY CONTROL
 GC0843
 GC0843  NGVD 29 (??/??/92)  175.350  (m)          575.29   (f) ADJ UNCH    2 0
 GC0843
 GC0843.Superseded values are not recommended for survey control.
 GC0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0843.See file dsdata.txt to determine how the superseded data were derived.
 GC0843
 GC0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE162950(NAD 83)
 GC0843_MARKER: DD = SURVEY DISK
 GC0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0843_STAMPING: 106-8 1963
 GC0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0843+STABILITY: SURFACE MOTION
 GC0843
 GC0843  HISTORY     - Date     Condition        Report By
 GC0843  HISTORY     - 1963     MONUMENTED       TNHD
 GC0843
 GC0843                          STATION DESCRIPTION
 GC0843
 GC0843'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0843'5 MI S FROM NASHVILLE.
 GC0843'FROM THE POST OFFICE AT 10TH AND BROAD IN NASHVILLE, GO WEST ON
 GC0843'U.S. HIGHWAY 70 FOR 0.6 MILE TO THE INTERSECTION OF U.S.
 GC0843'HIGHWAYS 70 AND 431.  TURN LEFT ON U.S. HIGHWAY 431 AND GO FOR
 GC0843'4.4 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 2 FEET
 GC0843'NORTH OF A TELEPHONE POLE, 4 FEET NORTH OF A WITNESS SIGN AND
 GC0843'34.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 431.  THE DISK
 GC0843'IS SET IN TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0843'NOTE-- MONUMENT DISTURBED BY BULLDOZER--USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0847 ***********************************************************************
 GC0847  DESIGNATION -  106 9
 GC0847  PID         -  GC0847
 GC0847  STATE/COUNTY-  TN/DAVIDSON
 GC0847  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0847
 GC0847                         *CURRENT SURVEY CONTROL
 GC0847  ___________________________________________________________________
 GC0847* NAD 83(1986)-  36 07 37.     (N)    086 48 14.     (W)     SCALED    
 GC0847* NAVD 88     -       186.966  (meters)     613.40   (feet)  ADJUSTED  
 GC0847  ___________________________________________________________________
 GC0847  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0847  DYNAMIC HT  -         186.805 (meters)     612.88  (feet)  COMP
 GC0847  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 GC0847
 GC0847  VERT ORDER  -  SECOND    CLASS 0
 GC0847
 GC0847.The horizontal coordinates were scaled from a topographic map and have
 GC0847.an estimated accuracy of +/- 6 seconds.
 GC0847
 GC0847.The orthometric height was determined by differential leveling
 GC0847.and adjusted by the National Geodetic Survey in June 1991..
 GC0847
 GC0847.The geoid height was determined by GEOID03.
 GC0847
 GC0847.The dynamic height is computed by dividing the NAVD 88
 GC0847.geopotential number by the normal gravity value computed on the
 GC0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0847.degrees latitude (g = 980.6199 gals.).
 GC0847
 GC0847.The modeled gravity was interpolated from observed gravity values.
 GC0847
 GC0847;                    North         East    Units  Estimated Accuracy
 GC0847;SPC TN       -   199,300.      527,640.      MT  (+/- 180 meters Scaled)
 GC0847
 GC0847                          SUPERSEDED SURVEY CONTROL
 GC0847
 GC0847  NGVD 29 (??/??/92)  186.987  (m)          613.47   (f) ADJ UNCH    2 0
 GC0847
 GC0847.Superseded values are not recommended for survey control.
 GC0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0847.See file dsdata.txt to determine how the superseded data were derived.
 GC0847
 GC0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE176980(NAD 83)
 GC0847_MARKER: DD = SURVEY DISK
 GC0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0847_SP_SET: SIDEWALK
 GC0847_STAMPING: 106-9 1963
 GC0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0847
 GC0847  HISTORY     - Date     Condition        Report By
 GC0847  HISTORY     - 1963     MONUMENTED       TNHD
 GC0847
 GC0847                          STATION DESCRIPTION
 GC0847
 GC0847'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0847'2.8 MI S FROM NASHVILLE.
 GC0847'FROM THE POST OFFICE AT 10TH AND BROAD IN NASHVILLE, GO WEST ON
 GC0847'U.S. HIGWAY 70 FOR 0.6 MILE TO THE INTERSECTION OF U.S. HIGHWAYS
 GC0847'70 AND 431.  TURN LEFT ON U.S. HIGHWAY 431 AND GO FOR 2.2 MILES
 GC0847'TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 21 FEET SOUTH
 GC0847'OF THE CENTERLINE OF BEECHWOOD AVENUE, 2.5 FEET EAST OF A
 GC0847'TELEPHONE POLE, 2 FEET EAST OF A WITNESS SIGN AND 63 FEET
 GC0847'WEST OF THE CENTERLINE OF U.S. HIGHWAY 431.  THE DISK IS CEMENTED
 GC0847'IN A DRILLED HOLE IN THE TOP OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2400 ***********************************************************************
 GA2400  DESIGNATION -  107
 GA2400  PID         -  GA2400
 GA2400  STATE/COUNTY-  TN/KNOX
 GA2400  USGS QUAD   -  MASCOT (1987)
 GA2400
 GA2400                         *CURRENT SURVEY CONTROL
 GA2400  ___________________________________________________________________
 GA2400* NAD 83(1986)-  36 03 05.     (N)    083 42 30.     (W)     SCALED    
 GA2400* NAVD 88     -       280.39   (+/-2cm)     919.9    (feet)  VERTCON   
 GA2400  ___________________________________________________________________
 GA2400  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2400
 GA2400  VERT ORDER  -  ? (See Below)
 GA2400
 GA2400.The horizontal coordinates were scaled from a topographic map and have
 GA2400.an estimated accuracy of +/- 6 seconds.
 GA2400
 GA2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2400.The vertical order pertains to the NGVD 29 superseded value.
 GA2400
 GA2400.The geoid height was determined by GEOID03.
 GA2400
 GA2400;                    North         East    Units  Estimated Accuracy
 GA2400;SPC TN       -   193,040.      806,460.      MT  (+/- 180 meters Scaled)
 GA2400
 GA2400                          SUPERSEDED SURVEY CONTROL
 GA2400
 GA2400  NGVD 29 (??/??/92)  280.525  (m)          920.36   (f) ADJ UNCH    ?  
 GA2400
 GA2400.Superseded values are not recommended for survey control.
 GA2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2400.See file dsdata.txt to determine how the superseded data were derived.
 GA2400
 GA2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV560930(NAD 83)
 GA2400_MARKER: DD = SURVEY DISK
 GA2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2400_STAMPING: 107
 GA2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2400+STABILITY: SURFACE MOTION
 GA2400
 GA2400  HISTORY     - Date     Condition        Report By
 GA2400  HISTORY     - UNK      MONUMENTED       TNGS
 GA2400  HISTORY     - 1941     GOOD             TVA
 GA2400
 GA2400                          STATION DESCRIPTION
 GA2400
 GA2400'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 GA2400'1.4 MI SW FROM STRAWBERRY PLAINS.
 GA2400'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM STRAWBERRY
 GA2400'PLAINS, KNOX COUNTY, 2,000 FEET SOUTH OF THE MC BEE BRIDGE OVER
 GA2400'HOLSTON RIVER, AT THE JUNCTION OF A ROAD LEADING WEST, 75 FEET
 GA2400'NORTH OF A CULVERT UNDER THE HIGHWAY, 50 FEET SOUTH OF THE
 GA2400'CENTERLINE OF THE SIDE ROAD, AND 20 FEET NORTH OF THE EDGE OF THE
 GA2400'RIGHT-OF-WAY OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 GA2400'STAMPED 107 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2625 ***********************************************************************
 AJ2625  DESIGNATION -  108
 AJ2625  PID         -  AJ2625
 AJ2625  STATE/COUNTY-  TN/SHELBY
 AJ2625  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2625
 AJ2625                         *CURRENT SURVEY CONTROL
 AJ2625  ___________________________________________________________________
 AJ2625* NAD 83(1995)-  35 06 07.11111(N)    089 59 40.63082(W)     ADJUSTED  
 AJ2625* NAVD 88     -        83.75   (meters)     274.8    (feet)  LEVELING  
 AJ2625  ___________________________________________________________________
 AJ2625  X           -         490.554 (meters)                     COMP
 AJ2625  Y           -  -5,223,975.693 (meters)                     COMP
 AJ2625  Z           -   3,647,160.881 (meters)                     COMP
 AJ2625  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AJ2625  ELLIP HEIGHT-          56.42  (meters)          (04/26/01) GPS OBS
 AJ2625  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ2625
 AJ2625  HORZ ORDER  -  FIRST
 AJ2625  VERT ORDER  -  THIRD ?
 AJ2625  ELLP ORDER  -  FOURTH    CLASS I
 AJ2625
 AJ2625.The horizontal coordinates were established by GPS observations
 AJ2625.and adjusted by the National Geodetic Survey in April 2001..
 AJ2625
 AJ2625.The orthometric height was determined by differential leveling.
 AJ2625.The vertical network tie was performed by a horz. field party for horz.
 AJ2625.obs reductions. Reset procedures were used to establish the elevation.
 AJ2625
 AJ2625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2625
 AJ2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2625
 AJ2625.The ellipsoidal height was determined by GPS observations
 AJ2625.and is referenced to NAD 83.
 AJ2625
 AJ2625.The geoid height was determined by GEOID03.
 AJ2625
 AJ2625;                    North         East     Units Scale Factor Converg.
 AJ2625;SPC TN       -    92,713.922   235,881.874   MT  1.00002942   -2 20 19.0
 AJ2625;SPC TN       -   304,178.93    773,889.11   sFT  1.00002942   -2 20 19.0
 AJ2625;UTM  16      - 3,888,456.007   227,033.021   MT  1.00051840   -1 43 23.1
 AJ2625;UTM  15      - 3,888,485.576   773,948.145   MT  1.00052502   +1 43 45.4
 AJ2625
 AJ2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2625!SPC TN       -   0.99999114  x   1.00002942  =   1.00002056
 AJ2625!UTM  16      -   0.99999114  x   1.00051840  =   1.00050954
 AJ2625!UTM  15      -   0.99999114  x   1.00052502  =   1.00051616
 AJ2625
 AJ2625                          SUPERSEDED SURVEY CONTROL
 AJ2625
 AJ2625.No superseded survey control is available for this station.
 AJ2625
 AJ2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2703388456(NAD 83)
 AJ2625_MARKER: DD = SURVEY DISK
 AJ2625_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2625+WITH SETTING: INFORMATION.
 AJ2625_STAMPING: 108
 AJ2625_MARK LOGO: MLGW  
 AJ2625_PROJECTION: FLUSH
 AJ2625_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2625+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2625_ROD/PIPE-DEPTH:  0.8 meters
 AJ2625
 AJ2625  HISTORY     - Date     Condition        Report By
 AJ2625  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2625  HISTORY     - 20030513 GOOD             TN1620
 AJ2625
 AJ2625                          STATION DESCRIPTION
 AJ2625
 AJ2625'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2625'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.90
 AJ2625'MILE (1.45 KM) EAST OF LINCOLN CITY PARK.
 AJ2625'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH PARKWAY AND
 AJ2625'CASTALIA STREET, PROCEED SOUTH ON CASTALIA STREET FOR APPROXIMATELY
 AJ2625'0.55 MILES (0.89 KM) TO WABASH AVENUE.  THE STATION IS ON THE LEFT.
 AJ2625'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2625'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2625'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 93.70 FEET (28.56 M)
 AJ2625'NORTH OF THE CENTERLINE OF WABASH AVENUE, 79.40 FEET (24.20 M) SOUTH
 AJ2625'OF A WOOD POWER POLE NO.  266032, 2.60 FEET (0.79 M) EAST OF THE EAST
 AJ2625'CURBLINE OF CASTALIA STREET, IN THE GRASS STRIP BETWEEN THE CURB AND
 AJ2625'SIDEWALK.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2625
 AJ2625                          STATION RECOVERY (2003)
 AJ2625
 AJ2625'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2626 ***********************************************************************
 AJ2626  DESIGNATION -  109
 AJ2626  PID         -  AJ2626
 AJ2626  STATE/COUNTY-  TN/SHELBY
 AJ2626  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2626
 AJ2626                         *CURRENT SURVEY CONTROL
 AJ2626  ___________________________________________________________________
 AJ2626* NAD 83(1995)-  35 06 28.41575(N)    089 57 59.65648(W)     ADJUSTED  
 AJ2626* NAVD 88     -        94.52   (meters)     310.1    (feet)  LEVELING  
 AJ2626  ___________________________________________________________________
 AJ2626  X           -       3,047.671 (meters)                     COMP
 AJ2626  Y           -  -5,223,606.059 (meters)                     COMP
 AJ2626  Z           -   3,647,704.200 (meters)                     COMP
 AJ2626  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AJ2626  ELLIP HEIGHT-          67.18  (meters)          (04/26/01) GPS OBS
 AJ2626  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AJ2626
 AJ2626  HORZ ORDER  -  FIRST
 AJ2626  VERT ORDER  -  THIRD ?
 AJ2626  ELLP ORDER  -  FOURTH    CLASS I
 AJ2626
 AJ2626.The horizontal coordinates were established by GPS observations
 AJ2626.and adjusted by the National Geodetic Survey in April 2001..
 AJ2626
 AJ2626.The orthometric height was determined by differential leveling.
 AJ2626.The vertical network tie was performed by a horz. field party for horz.
 AJ2626.obs reductions. Reset procedures were used to establish the elevation.
 AJ2626
 AJ2626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2626
 AJ2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2626
 AJ2626.The ellipsoidal height was determined by GPS observations
 AJ2626.and is referenced to NAD 83.
 AJ2626
 AJ2626.The geoid height was determined by GEOID03.
 AJ2626
 AJ2626;                    North         East     Units Scale Factor Converg.
 AJ2626;SPC TN       -    93,265.966   238,463.747   MT  1.00002812   -2 19 19.9
 AJ2626;SPC TN       -   305,990.09    782,359.81   sFT  1.00002812   -2 19 19.9
 AJ2626;UTM  16      - 3,889,036.023   229,610.056   MT  1.00050114   -1 42 25.8
 AJ2626;UTM  15      - 3,889,219.753   776,485.633   MT  1.00054223   +1 44 44.5
 AJ2626
 AJ2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2626!SPC TN       -   0.99998946  x   1.00002812  =   1.00001757
 AJ2626!UTM  16      -   0.99998946  x   1.00050114  =   1.00049059
 AJ2626!UTM  15      -   0.99998946  x   1.00054223  =   1.00053168
 AJ2626
 AJ2626                          SUPERSEDED SURVEY CONTROL
 AJ2626
 AJ2626.No superseded survey control is available for this station.
 AJ2626
 AJ2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2961089036(NAD 83)
 AJ2626_MARKER: DD = SURVEY DISK
 AJ2626_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2626+WITH SETTING: INFORMATION.
 AJ2626_STAMPING: 109
 AJ2626_MARK LOGO: MLGW  
 AJ2626_PROJECTION: FLUSH
 AJ2626_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2626+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2626_ROD/PIPE-DEPTH:  0.8 meters
 AJ2626
 AJ2626  HISTORY     - Date     Condition        Report By
 AJ2626  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2626  HISTORY     - 20030513 GOOD             TN1620
 AJ2626
 AJ2626                          STATION DESCRIPTION
 AJ2626
 AJ2626'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2626'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY 0.15 MILES (0.24 KM)
 AJ2626'NORTH OF LEWIS-DAVIS CITY PARK.
 AJ2626'TO REACH THE STATION FROM THE INTERSECTION OF PARK AVENUE AND SEMMES
 AJ2626'STREET, PROCEED WEST ON PARK AVENUE APPROXIMATELY 0.30 MILE (0.48 KM)
 AJ2626'TO MAYWOOD STREET.  THE STATION IS ON THE LEFT.
 AJ2626'THE STATION IS A STAINLESS STEEP CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2626'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2626'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 75.30 FEET (22.95 M)
 AJ2626'EAST OF THE CENTERLINE OF MAYWOOD STREET PROJECTED NORTH, 34.30 FEET
 AJ2626'(10.45 M) WEST OF THE WEST SIDE OF A DRIVEWAY TO A CARWASH, 2.00 FEET
 AJ2626'(0.61 M) SOUTH OF THE SOUTH CURBLINE OF PARK AVENUE.  THE CAP AND
 AJ2626'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2626
 AJ2626                          STATION RECOVERY (2003)
 AJ2626
 AJ2626'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2340 ***********************************************************************
 GA2340  DESIGNATION -  1090
 GA2340  PID         -  GA2340
 GA2340  STATE/COUNTY-  TN/CLAIBORNE
 GA2340  USGS QUAD   -  WELL SPRING (1980)
 GA2340
 GA2340                         *CURRENT SURVEY CONTROL
 GA2340  ___________________________________________________________________
 GA2340* NAD 83(1986)-  36 27 25.     (N)    083 53 08.     (W)     SCALED    
 GA2340* NAVD 88     -       332.216  (meters)    1089.95   (feet)  ADJUSTED  
 GA2340  ___________________________________________________________________
 GA2340  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GA2340  DYNAMIC HT  -         331.925 (meters)    1088.99  (feet)  COMP
 GA2340  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 GA2340
 GA2340  VERT ORDER  -  SECOND    CLASS 0
 GA2340
 GA2340.The horizontal coordinates were scaled from a topographic map and have
 GA2340.an estimated accuracy of +/- 6 seconds.
 GA2340
 GA2340.The orthometric height was determined by differential leveling
 GA2340.and adjusted by the National Geodetic Survey in June 1991..
 GA2340
 GA2340.The geoid height was determined by GEOID03.
 GA2340
 GA2340.The dynamic height is computed by dividing the NAVD 88
 GA2340.geopotential number by the normal gravity value computed on the
 GA2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2340.degrees latitude (g = 980.6199 gals.).
 GA2340
 GA2340.The modeled gravity was interpolated from observed gravity values.
 GA2340
 GA2340;                    North         East    Units  Estimated Accuracy
 GA2340;SPC TN       -   237,670.      789,530.      MT  (+/- 180 meters Scaled)
 GA2340
 GA2340                          SUPERSEDED SURVEY CONTROL
 GA2340
 GA2340  NGVD 29 (??/??/92)  332.371  (m)         1090.45   (f) ADJ UNCH    2 0
 GA2340
 GA2340.Superseded values are not recommended for survey control.
 GA2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2340.See file dsdata.txt to determine how the superseded data were derived.
 GA2340
 GA2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA414385(NAD 83)
 GA2340_MARKER: DD = SURVEY DISK
 GA2340_SETTING: 80 = SET IN A BOULDER
 GA2340_SP_SET: BOULDER
 GA2340_STAMPING: 1090
 GA2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2340+STABILITY: SURFACE MOTION
 GA2340
 GA2340  HISTORY     - Date     Condition        Report By
 GA2340  HISTORY     - UNK      MONUMENTED       USGS
 GA2340  HISTORY     - 1949     GOOD             NGS
 GA2340  HISTORY     - 1965     GOOD             NGS
 GA2340
 GA2340                          STATION DESCRIPTION
 GA2340
 GA2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2340'14.7 MI W FROM ARTHUR.
 GA2340'14.7 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2340'STATION AT ARTHUR, CLAIBORNE COUNTY, 6.6 MILES WEST OF THE POWELL
 GA2340'VALLEY HIGH SCHOOL, 2.0 MILES EAST OF THE ELLISON STORE, 0.2
 GA2340'MILE WEST OF THE SPEEDWELL CHURCH, 40 FEET SOUTHEAST OF A
 GA2340'2-STORY FRAMEHOUSE, AT THE NORTH EDGE OF THE HIGHWAY, 5 FEET
 GA2340'SOUTH OF THE GARDEN FENCE, AND IN THE TOP OF A SMALL BOULDER,
 GA2340'STEEL POST WITH CONTROL-MARKER SIGN SET AT MONUMENT.  A UNITED
 GA2340'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1090.
 GA2340
 GA2340                          STATION RECOVERY (1965)
 GA2340
 GA2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1184 ***********************************************************************
 FB1184  DESIGNATION -  1094 MC
 FB1184  PID         -  FB1184
 FB1184  STATE/COUNTY-  TN/COCKE
 FB1184  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1184
 FB1184                         *CURRENT SURVEY CONTROL
 FB1184  ___________________________________________________________________
 FB1184* NAD 83(1986)-  35 57 08.     (N)    083 07 00.     (W)     SCALED    
 FB1184* NAVD 88     -       333.079  (meters)    1092.78   (feet)  ADJUSTED  
 FB1184  ___________________________________________________________________
 FB1184  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB1184  DYNAMIC HT  -         332.761 (meters)    1091.73  (feet)  COMP
 FB1184  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FB1184
 FB1184  VERT ORDER  -  FIRST     CLASS I
 FB1184
 FB1184.The horizontal coordinates were scaled from a topographic map and have
 FB1184.an estimated accuracy of +/- 6 seconds.
 FB1184
 FB1184.The orthometric height was determined by differential leveling
 FB1184.and adjusted by the National Geodetic Survey in June 1991..
 FB1184
 FB1184.The geoid height was determined by GEOID03.
 FB1184
 FB1184.The dynamic height is computed by dividing the NAVD 88
 FB1184.geopotential number by the normal gravity value computed on the
 FB1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1184.degrees latitude (g = 980.6199 gals.).
 FB1184
 FB1184.The modeled gravity was interpolated from observed gravity values.
 FB1184
 FB1184;                    North         East    Units  Estimated Accuracy
 FB1184;SPC TN       -   183,450.      860,080.      MT  (+/- 180 meters Scaled)
 FB1184
 FB1184                          SUPERSEDED SURVEY CONTROL
 FB1184
 FB1184  NGVD 29 (??/??/92)  333.227  (m)         1093.26   (f) ADJ UNCH    1 1
 FB1184
 FB1184.Superseded values are not recommended for survey control.
 FB1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1184.See file dsdata.txt to determine how the superseded data were derived.
 FB1184
 FB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV091807(NAD 83)
 FB1184_MARKER: DD = SURVEY DISK
 FB1184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1184_SP_SET: BUILDING
 FB1184_STAMPING: 1093.653 MC FT
 FB1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1184
 FB1184  HISTORY     - Date     Condition        Report By
 FB1184  HISTORY     - UNK      MONUMENTED       USGS
 FB1184  HISTORY     - 1967     GOOD             NGS
 FB1184
 FB1184                          STATION DESCRIPTION
 FB1184
 FB1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1184'4.6 MI E FROM NEWPORT.
 FB1184'ABOUT 4.6 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1184'FROM THE STATION AT NEWPORT, OR ABOUT 6.8 MILES NORTHWEST
 FB1184'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT
 FB1184'DEL RIO, 5 RAILS EAST OF MILEPOST 202, 68 1/2 FEET SOUTH OF THE
 FB1184'SOUTH RAIL OF THE MAIN TRACK, A U.S. GEOLOGICAL SURVEY DISK SET
 FB1184'VERTICALLY IN THE NORTH FACE OF THE MIDDLE OF SEVEN BRICK COLUMNS
 FB1184'OF AN OLD BRICK BUILDING, 2.8 FEET ABOVE THE LEVEL OF THE GROUND,
 FB1184'0.05 MILE EAST OF BENCH MARK TT 27 G (USGS), AND ABOUT 3 1/2
 FB1184'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1511 ***********************************************************************
 FD1511  DESIGNATION -  11 20 12
 FD1511  PID         -  FD1511
 FD1511  STATE/COUNTY-  TN/HICKMAN
 FD1511  USGS QUAD   -  CRAIGFIELD (1979)
 FD1511
 FD1511                         *CURRENT SURVEY CONTROL
 FD1511  ___________________________________________________________________
 FD1511* NAD 83(1995)-  35 55 56.08711(N)    087 13 10.50450(W)     ADJUSTED  
 FD1511* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 FD1511  ___________________________________________________________________
 FD1511  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FD1511  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1511
 FD1511  HORZ ORDER  -  SECOND
 FD1511
 FD1511.The horizontal coordinates were established by classical geodetic methods
 FD1511.and adjusted by the National Geodetic Survey in April 1999..
 FD1511
 FD1511.The orthometric height was scaled from a topographic map.
 FD1511
 FD1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1511
 FD1511.The geoid height was determined by GEOID03.
 FD1511
 FD1511;                    North         East     Units Scale Factor Converg.
 FD1511;SPC TN       -   178,083.675   489,952.140   MT  0.99994986   -0 42 50.4
 FD1511;SPC TN       -   584,262.86  1,607,451.31   sFT  0.99994986   -0 42 50.4
 FD1511;UTM  16      - 3,976,455.907   480,192.434   MT  0.99960483   -0 07 43.9
 FD1511
 FD1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1511!SPC TN       -   0.99995943  x   0.99994986  =   0.99990930
 FD1511!UTM  16      -   0.99995943  x   0.99960483  =   0.99956428
 FD1511
 FD1511                          SUPERSEDED SURVEY CONTROL
 FD1511
 FD1511  NAD 83(1995)-  35 55 56.08913(N)    087 13 10.50749(W) AD(       ) 2
 FD1511  NAD 83(1986)-  35 55 56.09795(N)    087 13 10.50737(W) AD(       ) 2
 FD1511  NAD 27      -  35 55 55.86700(N)    087 13 10.47500(W) AD(       ) 2
 FD1511
 FD1511.Superseded values are not recommended for survey control.
 FD1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1511.See file dsdata.txt to determine how the superseded data were derived.
 FD1511
 FD1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8019276456(NAD 83)
 FD1511_MARKER: DD = SURVEY DISK
 FD1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1511_STAMPING: 11-20-12
 FD1511_MARK LOGO: TNGS  
 FD1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1511+STABILITY: SURFACE MOTION
 FD1511
 FD1511  HISTORY     - Date     Condition        Report By
 FD1511  HISTORY     - 1953     MONUMENTED       TNGS
 FD1511
 FD1511                          STATION DESCRIPTION
 FD1511
 FD1511'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1953
 FD1511'11-20-12 (TENN GEOLOGY S) IS USED AS A REFERENCE MARK.  IT IS 37 FEET
 FD1511'NORTH OF THE CENTER OF
 FD1511'STATE HIGHWAY 100 AND 3 FEET SOUTH OF A FENCE LINE.
 FD1511'THE MARK IS A 6X6 INCH CONCRETE
 FD1511'POST, WHICH PROJECTS 6 INCHES WITH A
 FD1511'STANDARD TENNESSEE DIVISION GEOLOGY WPA STATION
 FD1511'MARK DISK ATOP
 FD1511'STAMPED 11-20-12.
 FD1511'
 FD1511'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1511'46, 2 MILES SOUTH OF
 FD1511'BON AQUA, GO EAST ON HIGHWAY 100 FOR 4.7 MILES TO HICKMAN
 FD1511'AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.65 MILE TO
 FD1511'THE INTERSECTION OF TURN BULL ROAD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1332 ***********************************************************************
 GC1332  DESIGNATION -  11 29 4
 GC1332  PID         -  GC1332
 GC1332  STATE/COUNTY-  TN/CHEATHAM
 GC1332  USGS QUAD   -  WHITE BLUFF (1983)
 GC1332
 GC1332                         *CURRENT SURVEY CONTROL
 GC1332  ___________________________________________________________________
 GC1332* NAD 83(1986)-  36 06 02.     (N)    087 07 45.     (W)     SCALED    
 GC1332* NAVD 88     -       149.652  (meters)     490.98   (feet)  ADJUSTED  
 GC1332  ___________________________________________________________________
 GC1332  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC1332  DYNAMIC HT  -         149.523 (meters)     490.56  (feet)  COMP
 GC1332  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC1332
 GC1332  VERT ORDER  -  FIRST     CLASS II
 GC1332
 GC1332.The horizontal coordinates were scaled from a topographic map and have
 GC1332.an estimated accuracy of +/- 6 seconds.
 GC1332
 GC1332.The orthometric height was determined by differential leveling
 GC1332.and adjusted by the National Geodetic Survey in June 1991..
 GC1332
 GC1332.The geoid height was determined by GEOID03.
 GC1332
 GC1332.The dynamic height is computed by dividing the NAVD 88
 GC1332.geopotential number by the normal gravity value computed on the
 GC1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1332.degrees latitude (g = 980.6199 gals.).
 GC1332
 GC1332.The modeled gravity was interpolated from observed gravity values.
 GC1332
 GC1332;                    North         East    Units  Estimated Accuracy
 GC1332;SPC TN       -   196,660.      498,330.      MT  (+/- 180 meters Scaled)
 GC1332
 GC1332                          SUPERSEDED SURVEY CONTROL
 GC1332
 GC1332  NGVD 29 (??/??/92)  149.677  (m)          491.07   (f) ADJ UNCH    1 2
 GC1332
 GC1332.Superseded values are not recommended for survey control.
 GC1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1332.See file dsdata.txt to determine how the superseded data were derived.
 GC1332
 GC1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE883951(NAD 83)
 GC1332_MARKER: DD = SURVEY DISK
 GC1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1332_STAMPING: 11 29 4
 GC1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1332+STABILITY: SURFACE MOTION
 GC1332
 GC1332  HISTORY     - Date     Condition        Report By
 GC1332  HISTORY     - UNK      MONUMENTED       TNDG
 GC1332  HISTORY     - 1948     GOOD             NGS
 GC1332
 GC1332                          STATION DESCRIPTION
 GC1332
 GC1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1332'0.8 MI W FROM KINGSTON SPRINGS.
 GC1332'0.8 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1332'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, ABOUT 1.2 MILES
 GC1332'EAST OF THE STATION AND ROAD CROSSING AT CRAGGIE HOPE, ABOUT 0.2
 GC1332'MILE EAST OF MILE POST 25, ABOUT 0.2 MILE WEST OF THE WEST END OF
 GC1332'A BRIDGE OVER TURNBULL CREEK, BETWEEN THE TRACKS AND A GRAVEL
 GC1332'ROAD PARALLELING THE TRACKS ON SOUTH SIDE OF TRACKS, 40 FEET
 GC1332'NORTH OF THE CENTER LINE OF THE ROAD, 62 FEET SOUTH OF THE
 GC1332'SOUTH RAIL AT RAILWAY SURVEY STATION NO. 1310-57, 2 FEET SOUTH
 GC1332'OF THE 4TH POLE WEST OF THE BRIDGE OVER THE CREEK, 1 FOOT
 GC1332'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET BELOW THE
 GC1332'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2627 ***********************************************************************
 AJ2627  DESIGNATION -  110
 AJ2627  PID         -  AJ2627
 AJ2627  STATE/COUNTY-  TN/SHELBY
 AJ2627  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2627
 AJ2627                         *CURRENT SURVEY CONTROL
 AJ2627  ___________________________________________________________________
 AJ2627* NAD 83(1995)-  35 06 26.70278(N)    089 55 24.78681(W)     ADJUSTED  
 AJ2627* NAVD 88     -        89.25   (meters)     292.8    (feet)  LEVELING  
 AJ2627  ___________________________________________________________________
 AJ2627  X           -       6,969.741 (meters)                     COMP
 AJ2627  Y           -  -5,223,628.314 (meters)                     COMP
 AJ2627  Z           -   3,647,657.961 (meters)                     COMP
 AJ2627  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ2627  ELLIP HEIGHT-          61.87  (meters)          (04/26/01) GPS OBS
 AJ2627  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ2627
 AJ2627  HORZ ORDER  -  FIRST
 AJ2627  VERT ORDER  -  THIRD ?
 AJ2627  ELLP ORDER  -  FOURTH    CLASS I
 AJ2627
 AJ2627.The horizontal coordinates were established by GPS observations
 AJ2627.and adjusted by the National Geodetic Survey in April 2001..
 AJ2627
 AJ2627.The orthometric height was determined by differential leveling.
 AJ2627.The vertical network tie was performed by a horz. field party for horz.
 AJ2627.obs reductions. Reset procedures were used to establish the elevation.
 AJ2627
 AJ2627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2627
 AJ2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2627
 AJ2627.The ellipsoidal height was determined by GPS observations
 AJ2627.and is referenced to NAD 83.
 AJ2627
 AJ2627.The geoid height was determined by GEOID03.
 AJ2627
 AJ2627;                    North         East     Units Scale Factor Converg.
 AJ2627;SPC TN       -    93,055.161   242,380.552   MT  1.00002822   -2 17 49.2
 AJ2627;SPC TN       -   305,298.47    795,210.19   sFT  1.00002822   -2 17 49.2
 AJ2627;UTM  16      - 3,888,867.182   233,530.699   MT  1.00047519   -1 40 56.5
 AJ2627;UTM  15      - 3,889,287.351   780,409.593   MT  1.00056917   +1 46 13.6
 AJ2627
 AJ2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2627!SPC TN       -   0.99999029  x   1.00002822  =   1.00001851
 AJ2627!UTM  16      -   0.99999029  x   1.00047519  =   1.00046547
 AJ2627!UTM  15      -   0.99999029  x   1.00056917  =   1.00055945
 AJ2627
 AJ2627                          SUPERSEDED SURVEY CONTROL
 AJ2627
 AJ2627.No superseded survey control is available for this station.
 AJ2627
 AJ2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3353188867(NAD 83)
 AJ2627_MARKER: DD = SURVEY DISK
 AJ2627_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2627+WITH SETTING: INFORMATION.
 AJ2627_STAMPING: 110
 AJ2627_MARK LOGO: MLGW  
 AJ2627_PROJECTION: FLUSH
 AJ2627_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2627+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 AJ2627_ROD/PIPE-DEPTH:  0.8 meters
 AJ2627
 AJ2627  HISTORY     - Date     Condition        Report By
 AJ2627  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2627  HISTORY     - 20030326 GOOD             TN1620
 AJ2627
 AJ2627                          STATION DESCRIPTION
 AJ2627
 AJ2627'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2627'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY AT AUDUBON CITY
 AJ2627'PARK.
 AJ2627'TO REACH THE STATION FROM THE INTERSECTION OF PARK AVENUE AND GETWELL
 AJ2627'ROAD, PROCEED EAST ON PARK AVENUE APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2627'HIAWATHA STREET.  THE STATION IS ON THE LEFT.
 AJ2627'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET IN A DRILL
 AJ2627'HOLE IN THE SIDEWALK.  THE STATION IS LOCATED IN THE CONCRETE SIDEWALK
 AJ2627'ON THE NORTH SIDE OF PARK AVENUE, 88.00 FEET (26.82 M) EAST OF A LIGHT
 AJ2627'POLE NO.  107273, 3.00 FEET (0.91 M) NORTH OF THE NORTH CURBLINE OF
 AJ2627'PARK AVENUE IN LINE WITH THE CENTERLINE OF HIAWATHA STREET PROJECTED
 AJ2627'NORTH.  THE CAP IS SET FLUSH WITH THE SIDEWALK.
 AJ2627
 AJ2627                          STATION RECOVERY (2003)
 AJ2627
 AJ2627'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1932 ***********************************************************************
 FB1932  DESIGNATION -  1101
 FB1932  PID         -  FB1932
 FB1932  STATE/COUNTY-  TN/KNOX
 FB1932  USGS QUAD   -  KNOXVILLE (1978)
 FB1932
 FB1932                         *CURRENT SURVEY CONTROL
 FB1932  ___________________________________________________________________
 FB1932* NAD 83(1986)-  35 59 47.     (N)    083 57 11.     (W)     SCALED    
 FB1932* NAVD 88     -       305.439  (meters)    1002.09   (feet)  ADJUSTED  
 FB1932  ___________________________________________________________________
 FB1932  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1932  DYNAMIC HT  -         305.155 (meters)    1001.16  (feet)  COMP
 FB1932  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FB1932
 FB1932  VERT ORDER  -  FIRST     CLASS I
 FB1932
 FB1932.The horizontal coordinates were scaled from a topographic map and have
 FB1932.an estimated accuracy of +/- 6 seconds.
 FB1932
 FB1932.The orthometric height was determined by differential leveling
 FB1932.and adjusted by the National Geodetic Survey in June 1991..
 FB1932
 FB1932.The geoid height was determined by GEOID03.
 FB1932
 FB1932.The dynamic height is computed by dividing the NAVD 88
 FB1932.geopotential number by the normal gravity value computed on the
 FB1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1932.degrees latitude (g = 980.6199 gals.).
 FB1932
 FB1932.The modeled gravity was interpolated from observed gravity values.
 FB1932
 FB1932;                    North         East    Units  Estimated Accuracy
 FB1932;SPC TN       -   186,450.      784,550.      MT  (+/- 180 meters Scaled)
 FB1932
 FB1932                          SUPERSEDED SURVEY CONTROL
 FB1932
 FB1932  NGVD 29 (??/??/92)  305.564  (m)         1002.50   (f) ADJ UNCH    1 1
 FB1932
 FB1932.Superseded values are not recommended for survey control.
 FB1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1932.See file dsdata.txt to determine how the superseded data were derived.
 FB1932
 FB1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV337875(NAD 83)
 FB1932_MARKER: DD = SURVEY DISK
 FB1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1932_STAMPING: 1101
 FB1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1932+STABILITY: SURFACE MOTION
 FB1932
 FB1932  HISTORY     - Date     Condition        Report By
 FB1932  HISTORY     - UNK      MONUMENTED       TNGS
 FB1932  HISTORY     - 1967     GOOD             NGS
 FB1932
 FB1932                          STATION DESCRIPTION
 FB1932
 FB1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1932'2.8 MI NW FROM KNOXVILLE.
 FB1932'ABOUT 2.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1932'STATION AT KNOXVILLE, ABOUT 0.35 MILE SOUTHEAST OF MILEPOST 3,
 FB1932'ABOUT 0.3 MILE NORTHWEST OF AN OVERPASS OVER HEISKELL AVENUE,
 FB1932'ABOUT 4 1/2 RAILS NORTHWEST OF THE NORTH CORNER OF A 20-FOOT
 FB1932'SQUARE METAL BUILDING, DIRECTLY ACROSS THE TRACK FROM THE
 FB1932'HIGHEST POINT OF A 50-FOOT HIGH CUT BANK, 37 FEET SOUTHWEST
 FB1932'OF THE SOUTHWEST RAIL, 8 FEET ABOVE THE LEVEL OF THE TRACK AND
 FB1932'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 FB1932'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1934 ***********************************************************************
 FB1934  DESIGNATION -  1102
 FB1934  PID         -  FB1934
 FB1934  STATE/COUNTY-  TN/KNOX
 FB1934  USGS QUAD   -  KNOXVILLE (1978)
 FB1934
 FB1934                         *CURRENT SURVEY CONTROL
 FB1934  ___________________________________________________________________
 FB1934* NAD 83(1986)-  35 59 58.     (N)    083 57 19.     (W)     SCALED    
 FB1934* NAVD 88     -       306.841  (meters)    1006.69   (feet)  ADJUSTED  
 FB1934  ___________________________________________________________________
 FB1934  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1934  DYNAMIC HT  -         306.556 (meters)    1005.76  (feet)  COMP
 FB1934  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FB1934
 FB1934  VERT ORDER  -  FIRST     CLASS I
 FB1934
 FB1934.The horizontal coordinates were scaled from a topographic map and have
 FB1934.an estimated accuracy of +/- 6 seconds.
 FB1934
 FB1934.The orthometric height was determined by differential leveling
 FB1934.and adjusted by the National Geodetic Survey in June 1991..
 FB1934
 FB1934.The geoid height was determined by GEOID03.
 FB1934
 FB1934.The dynamic height is computed by dividing the NAVD 88
 FB1934.geopotential number by the normal gravity value computed on the
 FB1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1934.degrees latitude (g = 980.6199 gals.).
 FB1934
 FB1934.The modeled gravity was interpolated from observed gravity values.
 FB1934
 FB1934;                    North         East    Units  Estimated Accuracy
 FB1934;SPC TN       -   186,780.      784,340.      MT  (+/- 180 meters Scaled)
 FB1934
 FB1934                          SUPERSEDED SURVEY CONTROL
 FB1934
 FB1934  NGVD 29 (??/??/92)  306.964  (m)         1007.10   (f) ADJ UNCH    1 1
 FB1934
 FB1934.Superseded values are not recommended for survey control.
 FB1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1934.See file dsdata.txt to determine how the superseded data were derived.
 FB1934
 FB1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV336879(NAD 83)
 FB1934_MARKER: DD = SURVEY DISK
 FB1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1934_STAMPING: 1102
 FB1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1934+STABILITY: SURFACE MOTION
 FB1934
 FB1934  HISTORY     - Date     Condition        Report By
 FB1934  HISTORY     - UNK      MONUMENTED       TNGS
 FB1934  HISTORY     - 1967     GOOD             NGS
 FB1934  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1934
 FB1934                          STATION DESCRIPTION
 FB1934
 FB1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1934'3.1 MI NW FROM KNOXVILLE.
 FB1934'ABOUT 3.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1934'STATION AT KNOXVILLE, 240 FEET SOUTHEAST OF MILEPOST 3, 73 FEET
 FB1934'SOUTH OF AND ACROSS THE TRACK FROM A SWITCH STAND AT THE SOUTHEAST
 FB1934'END OF A SPUR TRACK, 29 1/2 FEET SOUTHEAST OF THE SOUTHWEST END
 FB1934'OF A 30-INCH PIPE CULVERT UNDER THE TRACK, 15.4 FEET SOUTHWEST
 FB1934'OF THE SOUTHWEST RAIL, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK
 FB1934'AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL
 FB1934'OF THE GROUND.
 FB1934
 FB1934                          STATION RECOVERY (1982)
 FB1934
 FB1934'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0692 ***********************************************************************
 GB0692  DESIGNATION -  1106
 GB0692  PID         -  GB0692
 GB0692  STATE/COUNTY-  TN/ANDERSON
 GB0692  USGS QUAD   -  NORRIS (1990)
 GB0692
 GB0692                         *CURRENT SURVEY CONTROL
 GB0692  ___________________________________________________________________
 GB0692* NAD 83(1986)-  36 08 07.     (N)    084 02 27.     (W)     SCALED    
 GB0692* NAVD 88     -       272.070  (meters)     892.62   (feet)  ADJUSTED  
 GB0692  ___________________________________________________________________
 GB0692  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GB0692  DYNAMIC HT  -         271.821 (meters)     891.80  (feet)  COMP
 GB0692  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 GB0692
 GB0692  VERT ORDER  -  SECOND    CLASS 0
 GB0692
 GB0692.The horizontal coordinates were scaled from a topographic map and have
 GB0692.an estimated accuracy of +/- 6 seconds.
 GB0692
 GB0692.The orthometric height was determined by differential leveling
 GB0692.and adjusted by the National Geodetic Survey in June 1991..
 GB0692
 GB0692.The geoid height was determined by GEOID03.
 GB0692
 GB0692.The dynamic height is computed by dividing the NAVD 88
 GB0692.geopotential number by the normal gravity value computed on the
 GB0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0692.degrees latitude (g = 980.6199 gals.).
 GB0692
 GB0692.The modeled gravity was interpolated from observed gravity values.
 GB0692
 GB0692;                    North         East    Units  Estimated Accuracy
 GB0692;SPC TN       -   201,690.      776,330.      MT  (+/- 180 meters Scaled)
 GB0692
 GB0692                          SUPERSEDED SURVEY CONTROL
 GB0692
 GB0692  NGVD 29 (??/??/92)  272.179  (m)          892.97   (f) ADJ UNCH    2 0
 GB0692
 GB0692.Superseded values are not recommended for survey control.
 GB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0692.See file dsdata.txt to determine how the superseded data were derived.
 GB0692
 GB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF662030(NAD 83)
 GB0692_MARKER: DD = SURVEY DISK
 GB0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0692_STAMPING: 1106
 GB0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0692+STABILITY: SURFACE MOTION
 GB0692
 GB0692  HISTORY     - Date     Condition        Report By
 GB0692  HISTORY     - UNK      MONUMENTED       TNDG
 GB0692  HISTORY     - 1961     GOOD             NGS
 GB0692
 GB0692                          STATION DESCRIPTION
 GB0692
 GB0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0692'6.6 MI S FROM NORRIS.
 GB0692'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0692'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0692'THEN 3.6 MILES SOUTHEAST ON A GRAVELED ROAD TO MORRES GAP
 GB0692'METHODIST CHURCH.  THE BENCH MARK IS 65 FT. NORTHEAST OF THE
 GB0692'NORTHWEST CORNER OF THE CHURCH, 29 FT. SOUTHWEST OF THE CENTER
 GB0692'OF THE GRAVELED ROAD, AND ABOUT 100 FT. AND ACROSS THE ROAD FROM
 GB0692'A BARN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GB0692'4 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2198 ***********************************************************************
 GA2198  DESIGNATION -  111
 GA2198  PID         -  GA2198
 GA2198  STATE/COUNTY-  TN/JEFFERSON
 GA2198  USGS QUAD   -  NEW MARKET (1987)
 GA2198
 GA2198                         *CURRENT SURVEY CONTROL
 GA2198  ___________________________________________________________________
 GA2198* NAD 83(1986)-  36 05 03.     (N)    083 37 06.     (W)     SCALED    
 GA2198* NAVD 88     -       284.937  (meters)     934.83   (feet)  ADJUSTED  
 GA2198  ___________________________________________________________________
 GA2198  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2198  DYNAMIC HT  -         284.676 (meters)     933.97  (feet)  COMP
 GA2198  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 GA2198
 GA2198  VERT ORDER  -  FIRST     CLASS I
 GA2198
 GA2198.The horizontal coordinates were scaled from a topographic map and have
 GA2198.an estimated accuracy of +/- 6 seconds.
 GA2198
 GA2198.The orthometric height was determined by differential leveling
 GA2198.and adjusted by the National Geodetic Survey in June 1991..
 GA2198
 GA2198.The geoid height was determined by GEOID03.
 GA2198
 GA2198.The dynamic height is computed by dividing the NAVD 88
 GA2198.geopotential number by the normal gravity value computed on the
 GA2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2198.degrees latitude (g = 980.6199 gals.).
 GA2198
 GA2198.The modeled gravity was interpolated from observed gravity values.
 GA2198
 GA2198;                    North         East    Units  Estimated Accuracy
 GA2198;SPC TN       -   196,860.      814,480.      MT  (+/- 180 meters Scaled)
 GA2198
 GA2198                          SUPERSEDED SURVEY CONTROL
 GA2198
 GA2198  NGVD 29 (??/??/92)  285.074  (m)          935.28   (f) ADJ UNCH    1 1
 GA2198
 GA2198.Superseded values are not recommended for survey control.
 GA2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2198.See file dsdata.txt to determine how the superseded data were derived.
 GA2198
 GA2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV642964(NAD 83)
 GA2198_MARKER: DD = SURVEY DISK
 GA2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2198_STAMPING: 111
 GA2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2198+STABILITY: SURFACE MOTION
 GA2198
 GA2198  HISTORY     - Date     Condition        Report By
 GA2198  HISTORY     - UNK      MONUMENTED       TNGS
 GA2198  HISTORY     - 1967     GOOD             NGS
 GA2198
 GA2198                          STATION DESCRIPTION
 GA2198
 GA2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2198'4.1 MI E FROM STRAWBERRY PLAINS.
 GA2198'ABOUT 4.1 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2198'OFFICE AT STRAWBERRY PLAINS, ON TOP OF A HIGH BANK, ON THE
 GA2198'RIGHT-OF-WAY OF AN OVERHEAD POWER LINE WHICH CROSSES OVER THE
 GA2198'ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29 FEET
 GA2198'EAST OF THE LINE OF POLES SUPPORTING THE POWER LINE, 18 FEET
 GA2198'SOUTHWEST OF TELEPHONE POLE NO. 3665, 1/2 FOOT SOUTH OF A
 GA2198'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GA2198'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2628 ***********************************************************************
 AJ2628  DESIGNATION -  111
 AJ2628  PID         -  AJ2628
 AJ2628  STATE/COUNTY-  TN/SHELBY
 AJ2628  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2628
 AJ2628                         *CURRENT SURVEY CONTROL
 AJ2628  ___________________________________________________________________
 AJ2628* NAD 83(1995)-  35 06 32.25141(N)    089 53 20.71671(W)     ADJUSTED  
 AJ2628* NAVD 88     -       100.13   (meters)     328.5    (feet)  LEVELING  
 AJ2628  ___________________________________________________________________
 AJ2628  X           -      10,111.625 (meters)                     COMP
 AJ2628  Y           -  -5,223,533.718 (meters)                     COMP
 AJ2628  Z           -   3,647,804.093 (meters)                     COMP
 AJ2628  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AJ2628  ELLIP HEIGHT-          72.73  (meters)          (04/26/01) GPS OBS
 AJ2628  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AJ2628
 AJ2628  HORZ ORDER  -  FIRST
 AJ2628  VERT ORDER  -  THIRD ?
 AJ2628  ELLP ORDER  -  FOURTH    CLASS I
 AJ2628
 AJ2628.The horizontal coordinates were established by GPS observations
 AJ2628.and adjusted by the National Geodetic Survey in April 2001..
 AJ2628
 AJ2628.The orthometric height was determined by differential leveling.
 AJ2628.The vertical network tie was performed by a horz. field party for horz.
 AJ2628.obs reductions. Reset procedures were used to establish the elevation.
 AJ2628
 AJ2628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2628
 AJ2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2628
 AJ2628.The ellipsoidal height was determined by GPS observations
 AJ2628.and is referenced to NAD 83.
 AJ2628
 AJ2628.The geoid height was determined by GEOID03.
 AJ2628
 AJ2628;                    North         East     Units Scale Factor Converg.
 AJ2628;SPC TN       -    93,100.643   245,526.962   MT  1.00002788   -2 16 36.6
 AJ2628;SPC TN       -   305,447.69    805,533.04   sFT  1.00002788   -2 16 36.6
 AJ2628;UTM  16      - 3,888,946.438   236,677.815   MT  1.00045464   -1 39 45.2
 AJ2628
 AJ2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2628!SPC TN       -   0.99998858  x   1.00002788  =   1.00001646
 AJ2628!UTM  16      -   0.99998858  x   1.00045464  =   1.00044322
 AJ2628
 AJ2628                          SUPERSEDED SURVEY CONTROL
 AJ2628
 AJ2628.No superseded survey control is available for this station.
 AJ2628
 AJ2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3667888946(NAD 83)
 AJ2628_MARKER: DD = SURVEY DISK
 AJ2628_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2628+WITH SETTING: INFORMATION.
 AJ2628_STAMPING: 111
 AJ2628_MARK LOGO: MLGW  
 AJ2628_PROJECTION: FLUSH
 AJ2628_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2628+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 AJ2628_ROD/PIPE-DEPTH:  0.8 meters
 AJ2628
 AJ2628  HISTORY     - Date     Condition        Report By
 AJ2628  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2628  HISTORY     - 20030326 GOOD             TN1620
 AJ2628
 AJ2628                          STATION DESCRIPTION
 AJ2628
 AJ2628'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2628'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2628'0.50 MILE (0.80 KM) EAST OF AUDUBON CITY PARK.
 AJ2628'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE AND WHITE
 AJ2628'STATION ROAD, PROCEED SOUTH ON WHITE STATION ROAD APPROXIMATELY 200
 AJ2628'FEET (61.0 M) TO RR TRACKS.  THE STATION IS ON THE RIGHT.
 AJ2628'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2628'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2628'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 127.60 FEET (38.89 M)
 AJ2628'WEST OF THE WEST CURBLINE OF WHITE STATION ROAD, 74.70 FEET (22.77 M)
 AJ2628'WEST OF A BILLBOARD POLE, 41.00 FEET (12.50 M) NORTH OF A CURB AROUND
 AJ2628'A PARKING LOT, 13.00 FEET (3.96 M) SOUTH OF THE CENTER OF RR TRACKS.
 AJ2628'THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND
 AJ2628'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2628
 AJ2628                          STATION RECOVERY (2003)
 AJ2628
 AJ2628'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2193 ***********************************************************************
 GA2193  DESIGNATION -  112
 GA2193  PID         -  GA2193
 GA2193  STATE/COUNTY-  TN/JEFFERSON
 GA2193  USGS QUAD   -  NEW MARKET (1987)
 GA2193
 GA2193                         *CURRENT SURVEY CONTROL
 GA2193  ___________________________________________________________________
 GA2193* NAD 83(1986)-  36 05 32.     (N)    083 35 22.     (W)     SCALED    
 GA2193* NAVD 88     -       314.718  (meters)    1032.54   (feet)  ADJUSTED  
 GA2193  ___________________________________________________________________
 GA2193  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2193  DYNAMIC HT  -         314.429 (meters)    1031.59  (feet)  COMP
 GA2193  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2193
 GA2193  VERT ORDER  -  FIRST     CLASS I
 GA2193
 GA2193.The horizontal coordinates were scaled from a topographic map and have
 GA2193.an estimated accuracy of +/- 6 seconds.
 GA2193
 GA2193.The orthometric height was determined by differential leveling
 GA2193.and adjusted by the National Geodetic Survey in June 1991..
 GA2193
 GA2193.The geoid height was determined by GEOID03.
 GA2193
 GA2193.The dynamic height is computed by dividing the NAVD 88
 GA2193.geopotential number by the normal gravity value computed on the
 GA2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2193.degrees latitude (g = 980.6199 gals.).
 GA2193
 GA2193.The modeled gravity was interpolated from observed gravity values.
 GA2193
 GA2193;                    North         East    Units  Estimated Accuracy
 GA2193;SPC TN       -   197,820.      817,060.      MT  (+/- 180 meters Scaled)
 GA2193
 GA2193                          SUPERSEDED SURVEY CONTROL
 GA2193
 GA2193  NGVD 29 (??/??/92)  314.854  (m)         1032.98   (f) ADJ UNCH    1 1
 GA2193
 GA2193.Superseded values are not recommended for survey control.
 GA2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2193.See file dsdata.txt to determine how the superseded data were derived.
 GA2193
 GA2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV668972(NAD 83)
 GA2193_MARKER: DD = SURVEY DISK
 GA2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2193_STAMPING: 112
 GA2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2193+STABILITY: SURFACE MOTION
 GA2193
 GA2193  HISTORY     - Date     Condition        Report By
 GA2193  HISTORY     - UNK      MONUMENTED       TNGS
 GA2193  HISTORY     - 1967     GOOD             NGS
 GA2193
 GA2193                          STATION DESCRIPTION
 GA2193
 GA2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2193'5.7 MI SW FROM JEFFERSON CITY.
 GA2193'ABOUT 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2193'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, THENCE
 GA2193'0.7 MILE WEST ALONG A BLACK TOPPED ROAD, ABOUT 0.15 MILE
 GA2193'WEST OF A NARROW GRADED ROAD INTERSECTION, ON TOP OF A HILL,
 GA2193'AT AN ABANDONED HOMESITE, 200 FEET SOUTH OF THE CENTER LINE
 GA2193'OF THE ROAD, 110 FEET SOUTHEAST OF A 40 INCH OAK TREE, 1 FOOT
 GA2193'WEST OF A METAL WITNESS POST, 20 FEET ABOVE THE LEVEL OF THE
 GA2193'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GA2193'ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY
 GA2193'GOING 5.8 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2193'OFFICE AT STRAWBERRY PLAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2162 ***********************************************************************
 GA2162  DESIGNATION -  1120
 GA2162  PID         -  GA2162
 GA2162  STATE/COUNTY-  TN/HAWKINS
 GA2162  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2162
 GA2162                         *CURRENT SURVEY CONTROL
 GA2162  ___________________________________________________________________
 GA2162* NAD 83(1995)-  36 22 16.55152(N)    083 08 50.03907(W)     ADJUSTED  
 GA2162* NAVD 88     -       353.784  (meters)    1160.71   (feet)  ADJUSTED  
 GA2162  ___________________________________________________________________
 GA2162  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 GA2162  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA2162  DYNAMIC HT  -         353.461 (meters)    1159.65  (feet)  COMP
 GA2162  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 GA2162
 GA2162  HORZ ORDER  -  SECOND
 GA2162  VERT ORDER  -  SECOND    CLASS 0
 GA2162
 GA2162.The horizontal coordinates were established by classical geodetic methods
 GA2162.and adjusted by the National Geodetic Survey in April 1999..
 GA2162
 GA2162.The orthometric height was determined by differential leveling
 GA2162.and adjusted by the National Geodetic Survey in June 1991..
 GA2162
 GA2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2162
 GA2162.The geoid height was determined by GEOID03.
 GA2162
 GA2162.The dynamic height is computed by dividing the NAVD 88
 GA2162.geopotential number by the normal gravity value computed on the
 GA2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2162.degrees latitude (g = 980.6199 gals.).
 GA2162
 GA2162.The modeled gravity was interpolated from observed gravity values.
 GA2162
 GA2162;                    North         East     Units Scale Factor Converg.
 GA2162;SPC TN       -   229,841.430   855,966.735   MT  0.99999226   +1 40 12.4
 GA2162;SPC TN       -   754,071.42  2,808,284.20   sFT  0.99999226   +1 40 12.4
 GA2162;UTM  17      - 4,027,269.427   307,372.641   MT  1.00005719   -1 16 25.4
 GA2162
 GA2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2162!SPC TN       -   0.99994938  x   0.99999226  =   0.99994164
 GA2162!UTM  17      -   0.99994938  x   1.00005719  =   1.00000656
 GA2162
 GA2162                          SUPERSEDED SURVEY CONTROL
 GA2162
 GA2162  NAD 83(1995)-  36 22 16.55583(N)    083 08 50.04314(W) AD(       ) 2
 GA2162  NAD 83(1995)-  36 22 16.56771(N)    083 08 50.04023(W) AD(       ) 2
 GA2162  NAD 83(1995)-  36 22 16.55818(N)    083 08 50.04065(W) AD(       ) 2
 GA2162  NAD 83(1986)-  36 22 16.56039(N)    083 08 50.04100(W) AD(       ) 2
 GA2162  NAD 27      -  36 22 16.22514(N)    083 08 50.43354(W) AD(       ) 2
 GA2162  NGVD 29 (??/??/92)  353.925  (m)         1161.17   (f) ADJ UNCH    2 0
 GA2162
 GA2162.Superseded values are not recommended for survey control.
 GA2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2162.See file dsdata.txt to determine how the superseded data were derived.
 GA2162
 GA2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0737327269(NAD 83)
 GA2162_MARKER: DD = SURVEY DISK
 GA2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2162_STAMPING: 1120
 GA2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2162+STABILITY: SURFACE MOTION
 GA2162
 GA2162  HISTORY     - Date     Condition        Report By
 GA2162  HISTORY     - 1964     MONUMENTED       TNGS
 GA2162  HISTORY     - 1964     GOOD             TNGS
 GA2162
 GA2162                          STATION DESCRIPTION
 GA2162
 GA2162'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2162'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO
 GA2162'NORTHEASTERLY ON U.S.
 GA2162'HIGHWAY 11 W FOR 7.8 MILES TO THE PRICE AZIMUTH MARK ON THE LEFT,
 GA2162'CONTINUE FOR 0.65 MILE
 GA2162'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GA2162'
 GA2162'IT IS A U.S.C. AND
 GA2162'G. SURVEY AND STATE SURVEY
 GA2162'DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT,
 GA2162'PROJECTING 6 INCHES, AND THE DISK
 GA2162'IS STAMPED 1120.
 GA2162
 GA2162                          STATION RECOVERY (1964)
 GA2162
 GA2162'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2162'7.8 MI NNE FROM BEAN STATION.
 GA2162'THE MARK IS LOCATED AT THE PRICE 1964 STATION SITE, 4 FEET EAST
 GA2162'OF A FENCE AND 18 FEET NORTH OF THE STATION.  THE MARK IS A
 GA2162'U.S.C. AND G. SURVEY AND STATE SURVEY DISK SET IN A 6-INCH
 GA2162'SQUARE CONCRETE MONUMENT, PROJECTING 6 INCHES, AND THE DISK IS
 GA2162'STAMPED 1120.  NOTE-- FOR DESCR. SEE STATION PRICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0777 ***********************************************************************
 GB0777  DESIGNATION -  1121
 GB0777  PID         -  GB0777
 GB0777  STATE/COUNTY-  TN/ANDERSON
 GB0777  USGS QUAD   -  CLINTON (1990)
 GB0777
 GB0777                         *CURRENT SURVEY CONTROL
 GB0777  ___________________________________________________________________
 GB0777* NAD 83(1986)-  36 07 12.     (N)    084 08 01.     (W)     SCALED    
 GB0777* NAVD 88     -       283.980  (meters)     931.69   (feet)  ADJUSTED  
 GB0777  ___________________________________________________________________
 GB0777  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB0777  DYNAMIC HT  -         283.722 (meters)     930.84  (feet)  COMP
 GB0777  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 GB0777
 GB0777  VERT ORDER  -  SECOND    CLASS 0
 GB0777
 GB0777.The horizontal coordinates were scaled from a topographic map and have
 GB0777.an estimated accuracy of +/- 6 seconds.
 GB0777
 GB0777.The orthometric height was determined by differential leveling
 GB0777.and adjusted by the National Geodetic Survey in June 1991..
 GB0777
 GB0777.The geoid height was determined by GEOID03.
 GB0777
 GB0777.The dynamic height is computed by dividing the NAVD 88
 GB0777.geopotential number by the normal gravity value computed on the
 GB0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0777.degrees latitude (g = 980.6199 gals.).
 GB0777
 GB0777.The modeled gravity was interpolated from observed gravity values.
 GB0777
 GB0777;                    North         East    Units  Estimated Accuracy
 GB0777;SPC TN       -   199,830.      768,010.      MT  (+/- 180 meters Scaled)
 GB0777
 GB0777                          SUPERSEDED SURVEY CONTROL
 GB0777
 GB0777  NGVD 29 (??/??/92)  284.114  (m)          932.13   (f) ADJ UNCH    2 0
 GB0777
 GB0777.Superseded values are not recommended for survey control.
 GB0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0777.See file dsdata.txt to determine how the superseded data were derived.
 GB0777
 GB0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF579010(NAD 83)
 GB0777_MARKER: DD = SURVEY DISK
 GB0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0777_STAMPING: 1121
 GB0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0777+STABILITY: SURFACE MOTION
 GB0777
 GB0777  HISTORY     - Date     Condition        Report By
 GB0777  HISTORY     - UNK      MONUMENTED       TNDG
 GB0777  HISTORY     - 1965     GOOD             TNHD
 GB0777  HISTORY     - 1967     MARK NOT FOUND   NGS
 GB0777
 GB0777                          STATION DESCRIPTION
 GB0777
 GB0777'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0777'1.2 MI S FROM CLINTON.
 GB0777'FROM THE COURT HOUSE AT CLINTON, GO SOUTH ON U.S. HIGHWAY 25W
 GB0777'FOR 1.2 MILES TO THE MARK ON THE LEFT.  THE MARK IS 30 FEET
 GB0777'WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 3 FEET
 GB0777'EAST OF A FENCE AND 0.5 FOOT EAST OF A METAL WITNESS POST WITH
 GB0777'SIGN.  THE MARK IS A W.P.A., TENNESSEE DIVISION OF GEOLOGY DISK
 GB0777'SET IN THE TOP OF A 5-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH
 GB0777'THE GROUND.
 GB0777
 GB0777                          STATION RECOVERY (1967)
 GB0777
 GB0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0476 ***********************************************************************
 GC0476  DESIGNATION -  112=551.1
 GC0476  PID         -  GC0476
 GC0476  STATE/COUNTY-  TN/DAVIDSON
 GC0476  USGS QUAD   -  BELLEVUE (1983)
 GC0476
 GC0476                         *CURRENT SURVEY CONTROL
 GC0476  ___________________________________________________________________
 GC0476* NAD 83(1986)-  36 04 23.     (N)    086 59 13.     (W)     SCALED    
 GC0476* NAVD 88     -       168.812  (meters)     553.84   (feet)  ADJUSTED  
 GC0476  ___________________________________________________________________
 GC0476  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0476  DYNAMIC HT  -         168.664 (meters)     553.36  (feet)  COMP
 GC0476  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GC0476
 GC0476  VERT ORDER  -  FIRST     CLASS II
 GC0476
 GC0476.The horizontal coordinates were scaled from a topographic map and have
 GC0476.an estimated accuracy of +/- 6 seconds.
 GC0476
 GC0476.The orthometric height was determined by differential leveling
 GC0476.and adjusted by the National Geodetic Survey in June 1991..
 GC0476
 GC0476.The geoid height was determined by GEOID03.
 GC0476
 GC0476.The dynamic height is computed by dividing the NAVD 88
 GC0476.geopotential number by the normal gravity value computed on the
 GC0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0476.degrees latitude (g = 980.6199 gals.).
 GC0476
 GC0476.The modeled gravity was interpolated from observed gravity values.
 GC0476
 GC0476;                    North         East    Units  Estimated Accuracy
 GC0476;SPC TN       -   193,470.      511,100.      MT  (+/- 180 meters Scaled)
 GC0476
 GC0476                          SUPERSEDED SURVEY CONTROL
 GC0476
 GC0476  NGVD 29 (??/??/92)  168.833  (m)          553.91   (f) ADJ UNCH    1 2
 GC0476
 GC0476.Superseded values are not recommended for survey control.
 GC0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0476.See file dsdata.txt to determine how the superseded data were derived.
 GC0476
 GC0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE011920(NAD 83)
 GC0476_MARKER: B = BOLT
 GC0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0476_SP_SET: BRIDGE
 GC0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0476
 GC0476  HISTORY     - Date     Condition        Report By
 GC0476  HISTORY     - UNK      MONUMENTED       DOD
 GC0476  HISTORY     - 1959     MARK NOT FOUND   NGS
 GC0476
 GC0476                          STATION DESCRIPTION
 GC0476
 GC0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0476'9.1 MI E FROM KINGSTON SPRINGS.
 GC0476'3.0 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0476'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, IN THE TOP OF
 GC0476'THE EAST WINGWALL AT THE SOUTHEAST END OF BRIDGE NO. 15.3 OVER
 GC0476'HARPETH RIVER, 12 POLES WEST OF MILEPOST 15, 4 FEET NORTHEAST OF
 GC0476'THE NORTHEAST RAIL AND 1/2 FOOT BELOW THE TRACK.  NOTE-- IT APPEARS
 GC0476'THERE WAS SOME CONCRETE POURED ON TOP OF THE WINGWALL WHERE THE
 GC0476'MARK WAS SUPPOSED TO HAVE BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2629 ***********************************************************************
 AJ2629  DESIGNATION -  113
 AJ2629  PID         -  AJ2629
 AJ2629  STATE/COUNTY-  TN/SHELBY
 AJ2629  USGS QUAD   -  GERMANTOWN (1997)
 AJ2629
 AJ2629                         *CURRENT SURVEY CONTROL
 AJ2629  ___________________________________________________________________
 AJ2629* NAD 83(1995)-  35 06 05.53566(N)    089 48 56.77963(W)     ADJUSTED  
 AJ2629* NAVD 88     -        92.29   (meters)     302.8    (feet)  LEVELING  
 AJ2629  ___________________________________________________________________
 AJ2629  X           -      16,797.166 (meters)                     COMP
 AJ2629  Y           -  -5,223,983.535 (meters)                     COMP
 AJ2629  Z           -   3,647,126.013 (meters)                     COMP
 AJ2629  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AJ2629  ELLIP HEIGHT-          64.86  (meters)          (04/26/01) GPS OBS
 AJ2629  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AJ2629
 AJ2629  HORZ ORDER  -  FIRST
 AJ2629  VERT ORDER  -  THIRD ?
 AJ2629  ELLP ORDER  -  FOURTH    CLASS I
 AJ2629
 AJ2629.The horizontal coordinates were established by GPS observations
 AJ2629.and adjusted by the National Geodetic Survey in April 2001..
 AJ2629
 AJ2629.The orthometric height was determined by differential leveling.
 AJ2629.The vertical network tie was performed by a horz. field party for horz.
 AJ2629.obs reductions. Reset procedures were used to establish the elevation.
 AJ2629
 AJ2629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2629
 AJ2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2629
 AJ2629.The ellipsoidal height was determined by GPS observations
 AJ2629.and is referenced to NAD 83.
 AJ2629
 AJ2629.The geoid height was determined by GEOID03.
 AJ2629
 AJ2629;                    North         East     Units Scale Factor Converg.
 AJ2629;SPC TN       -    92,014.891   252,173.864   MT  1.00002952   -2 14 02.1
 AJ2629;SPC TN       -   301,885.52    827,340.42   sFT  1.00002952   -2 14 02.1
 AJ2629;UTM  16      - 3,887,931.576   243,338.665   MT  1.00041194   -1 37 12.1
 AJ2629
 AJ2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2629!SPC TN       -   0.99998982  x   1.00002952  =   1.00001934
 AJ2629!UTM  16      -   0.99998982  x   1.00041194  =   1.00040176
 AJ2629
 AJ2629                          SUPERSEDED SURVEY CONTROL
 AJ2629
 AJ2629.No superseded survey control is available for this station.
 AJ2629
 AJ2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4333987932(NAD 83)
 AJ2629_MARKER: DD = SURVEY DISK
 AJ2629_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2629+WITH SETTING: INFORMATION.
 AJ2629_STAMPING: 113
 AJ2629_MARK LOGO: MLGW  
 AJ2629_PROJECTION: FLUSH
 AJ2629_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2629+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AJ2629_ROD/PIPE-DEPTH:  0.8 meters
 AJ2629
 AJ2629  HISTORY     - Date     Condition        Report By
 AJ2629  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2629  HISTORY     - 20030909 GOOD             TN1620
 AJ2629
 AJ2629                          STATION DESCRIPTION
 AJ2629
 AJ2629'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2629'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN GERMANTOWN
 AJ2629'TENNESSEE.
 AJ2629'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE AND MILLER
 AJ2629'FARMS ROAD, PROCEED NORTH ON MILLER FARMS ROAD APPROXIMATELY 0.40
 AJ2629'MILES (0.64 KM) TO CLIFFROSE COVE.  THE STATION IS ON THE LEFT ON
 AJ2629'SCHOOL PROPERTY.
 AJ2629'THE STATION IS A STAINLESS STEEP CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2629'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2629'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 345.10 FEET (105.19 M)
 AJ2629'NORTHEAST OF THE SOUTHEAST CORNER OF RIVERDALE ELEMENTARY SCHOOL
 AJ2629'BUILDING, 189.50 FEET (57.76 M) SOUTHWEST OF CENTERLINE INTERSECTION
 AJ2629'OF MILLERS FARM AND CLIFFROSE COVE, 165.00 FEET (50.29 M) WEST OF THE
 AJ2629'CENTERLINE OF MILLERS FARM, 79.40 FEET (24.20 M) SOUTH OF A METAL
 AJ2629'LIGHT POLE, 1.50 FEET (0.46 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AJ2629'ASPHALT PARKING LOT.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2629'GROUND.
 AJ2629
 AJ2629                          STATION RECOVERY (2003)
 AJ2629
 AJ2629'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2143 ***********************************************************************
 GA2143  DESIGNATION -  1138
 GA2143  PID         -  GA2143
 GA2143  STATE/COUNTY-  TN/HAWKINS
 GA2143  USGS QUAD   -  CAMELOT (1976)
 GA2143
 GA2143                         *CURRENT SURVEY CONTROL
 GA2143  ___________________________________________________________________
 GA2143* NAD 83(1995)-  36 23 49.00222(N)    083 01 25.74228(W)     ADJUSTED  
 GA2143* NAVD 88     -       397.703  (meters)    1304.80   (feet)  ADJUSTED  
 GA2143  ___________________________________________________________________
 GA2143  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GA2143  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2143  DYNAMIC HT  -         397.340 (meters)    1303.61  (feet)  COMP
 GA2143  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2143
 GA2143  HORZ ORDER  -  THIRD
 GA2143  VERT ORDER  -  SECOND    CLASS 0
 GA2143
 GA2143.The horizontal coordinates were established by classical geodetic methods
 GA2143.and adjusted by the National Geodetic Survey in April 1999..
 GA2143
 GA2143.The orthometric height was determined by differential leveling
 GA2143.and adjusted by the National Geodetic Survey in June 1991..
 GA2143
 GA2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2143
 GA2143.The geoid height was determined by GEOID03.
 GA2143
 GA2143.The dynamic height is computed by dividing the NAVD 88
 GA2143.geopotential number by the normal gravity value computed on the
 GA2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2143.degrees latitude (g = 980.6199 gals.).
 GA2143
 GA2143.The modeled gravity was interpolated from observed gravity values.
 GA2143
 GA2143;                    North         East     Units Scale Factor Converg.
 GA2143;SPC TN       -   233,019.555   866,950.323   MT  0.99999656   +1 44 32.6
 GA2143;SPC TN       -   764,498.32  2,844,319.52   sFT  0.99999656   +1 44 32.6
 GA2143;UTM  17      - 4,029,879.391   318,505.359   MT  1.00000586   -1 12 04.4
 GA2143
 GA2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2143!SPC TN       -   0.99994250  x   0.99999656  =   0.99993906
 GA2143!UTM  17      -   0.99994250  x   1.00000586  =   0.99994836
 GA2143
 GA2143                          SUPERSEDED SURVEY CONTROL
 GA2143
 GA2143  NAD 83(1995)-  36 23 49.00609(N)    083 01 25.74570(W) AD(       ) 3
 GA2143  NAD 83(1995)-  36 23 49.01701(N)    083 01 25.75001(W) AD(       ) 3
 GA2143  NAD 83(1995)-  36 23 49.00922(N)    083 01 25.74825(W) AD(       ) 3
 GA2143  NAD 83(1986)-  36 23 49.01141(N)    083 01 25.74590(W) AD(       ) 3
 GA2143  NAD 27      -  36 23 48.67005(N)    083 01 26.15216(W) AD(       ) 3
 GA2143  NGVD 29 (??/??/92)  397.854  (m)         1305.29   (f) ADJ UNCH    2 0
 GA2143
 GA2143.Superseded values are not recommended for survey control.
 GA2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2143.See file dsdata.txt to determine how the superseded data were derived.
 GA2143
 GA2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1850529879(NAD 83)
 GA2143_MARKER: DD = SURVEY DISK
 GA2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2143_STAMPING: 1138
 GA2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2143+STABILITY: SURFACE MOTION
 GA2143
 GA2143  HISTORY     - Date     Condition        Report By
 GA2143  HISTORY     - 1964     MONUMENTED       TNGS
 GA2143  HISTORY     - 1964     GOOD             TNGS
 GA2143
 GA2143                          STATION DESCRIPTION
 GA2143
 GA2143'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2143'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE GO SOUTHWEST
 GA2143'ON U.S.  HIGHWAY 11W FOR
 GA2143'1.1 MILES TO A SMALL KNOLL ON THE LEFT AND THE
 GA2143'STATION AS DESCRIBED.
 GA2143'
 GA2143'IT IS 100 FEET WEST OF A POWER POLE AND 2 FEET EAST
 GA2143'OF A FENCE IT IS A
 GA2143'U.S.C.  AND G.  AND STATE SURVEY DISK SET IN A 4-INCH
 GA2143'SQUARE, FLUSH, CONCRETE MONUMENT
 GA2143'AND THE DISK IS STAMPED 1138.
 GA2143
 GA2143                          STATION RECOVERY (1964)
 GA2143
 GA2143'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2143'1 MI SW FROM ROGERSVILLE.
 GA2143'THE MARK IS LOCATED AT THE FRED 1964 STATION SITE, 100 FEET WEST
 GA2143'OF A POWER POLE AND 2 FEET EAST OF A FENCE.  THE MARK IS A STANDARD
 GA2143'U.S.C. AND G. AND STATE SURVEY DISK SET IN A 4-INCH SQUARE, FLUSH,
 GA2143'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2630 ***********************************************************************
 AJ2630  DESIGNATION -  114
 AJ2630  PID         -  AJ2630
 AJ2630  STATE/COUNTY-  TN/SHELBY
 AJ2630  USGS QUAD   -  GERMANTOWN (1997)
 AJ2630
 AJ2630                         *CURRENT SURVEY CONTROL
 AJ2630  ___________________________________________________________________
 AJ2630* NAD 83(1995)-  35 05 33.16048(N)    089 47 25.78647(W)     ADJUSTED  
 AJ2630* NAVD 88     -        92.85   (meters)     304.6    (feet)  LEVELING  
 AJ2630  ___________________________________________________________________
 AJ2630  X           -      19,103.810 (meters)                     COMP
 AJ2630  Y           -  -5,224,549.703 (meters)                     COMP
 AJ2630  Z           -   3,646,309.999 (meters)                     COMP
 AJ2630  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AJ2630  ELLIP HEIGHT-          65.39  (meters)          (04/26/01) GPS OBS
 AJ2630  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AJ2630
 AJ2630  HORZ ORDER  -  FIRST
 AJ2630  VERT ORDER  -  THIRD ?
 AJ2630  ELLP ORDER  -  FOURTH    CLASS I
 AJ2630
 AJ2630.The horizontal coordinates were established by GPS observations
 AJ2630.and adjusted by the National Geodetic Survey in April 2001..
 AJ2630
 AJ2630.The orthometric height was determined by differential leveling.
 AJ2630.The vertical network tie was performed by a horz. field party for horz.
 AJ2630.obs reductions. Reset procedures were used to establish the elevation.
 AJ2630
 AJ2630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2630
 AJ2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2630
 AJ2630.The ellipsoidal height was determined by GPS observations
 AJ2630.and is referenced to NAD 83.
 AJ2630
 AJ2630.The geoid height was determined by GEOID03.
 AJ2630
 AJ2630;                    North         East     Units Scale Factor Converg.
 AJ2630;SPC TN       -    90,928.359   254,438.093   MT  1.00003152   -2 13 08.8
 AJ2630;SPC TN       -   298,320.79    834,768.98   sFT  1.00003152   -2 13 08.8
 AJ2630;UTM  16      - 3,886,868.969   245,615.258   MT  1.00039760   -1 36 18.4
 AJ2630
 AJ2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2630!SPC TN       -   0.99998974  x   1.00003152  =   1.00002126
 AJ2630!UTM  16      -   0.99998974  x   1.00039760  =   1.00038733
 AJ2630
 AJ2630                          SUPERSEDED SURVEY CONTROL
 AJ2630
 AJ2630.No superseded survey control is available for this station.
 AJ2630
 AJ2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4561586869(NAD 83)
 AJ2630_MARKER: DD = SURVEY DISK
 AJ2630_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2630+WITH SETTING: INFORMATION.
 AJ2630_STAMPING: 114
 AJ2630_MARK LOGO: MLGW  
 AJ2630_PROJECTION: FLUSH
 AJ2630_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2630+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2001
 AJ2630_ROD/PIPE-DEPTH:  0.8 meters
 AJ2630
 AJ2630  HISTORY     - Date     Condition        Report By
 AJ2630  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2630  HISTORY     - 20010910 GOOD             INDIV
 AJ2630
 AJ2630                          STATION DESCRIPTION
 AJ2630
 AJ2630'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2630'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN GERMANTOWN
 AJ2630'TENNESSEE.
 AJ2630'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE AND
 AJ2630'KIMBROUGH ROAD GO NORTH ON KIMBROUGH ROAD APPROXIMATELY 0.60 MILES
 AJ2630'(0.97 KM) TO PINE VALLEY LANE.  THE STATION IS ON THE LEFT IN THE
 AJ2630'MEDIAN ISLAND.
 AJ2630'THE STATION IS A STAINLESS STEEP CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2630'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2630'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 102.00 FEET (31.09 M)
 AJ2630'NORTHEAST OF A FIRE HYDRANT, 48.30 FEET (14.72 M) EAST OF A CONCRETE
 AJ2630'LIGHT POLE, 40.00 FEET (12.19 M) NORTH OF THE CENTERLINE OF PINE
 AJ2630'VALLEY LANE, 10.20 FEET (3.11 M) EAST OF A STOP SIGN, 8.00 FEET (2.44
 AJ2630'M) NORTH OF THE CURBLINE ON THE SOUTH END OF GRASS MEDIAN ISLAND.  THE
 AJ2630'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2630
 AJ2630                          STATION RECOVERY (2001)
 AJ2630
 AJ2630'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 AJ2630'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1770 ***********************************************************************
 GA1770  DESIGNATION -  1142 MC
 GA1770  PID         -  GA1770
 GA1770  STATE/COUNTY-  TN/JEFFERSON
 GA1770  USGS QUAD   -  WHITE PINE (1961)
 GA1770
 GA1770                         *CURRENT SURVEY CONTROL
 GA1770  ___________________________________________________________________
 GA1770* NAD 83(1986)-  36 06 26.     (N)    083 17 07.     (W)     SCALED    
 GA1770* NAVD 88     -       347.642  (meters)    1140.56   (feet)  ADJUSTED  
 GA1770  ___________________________________________________________________
 GA1770  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA1770  DYNAMIC HT  -         347.317 (meters)    1139.49  (feet)  COMP
 GA1770  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA1770
 GA1770  VERT ORDER  -  FIRST     CLASS I
 GA1770
 GA1770.The horizontal coordinates were scaled from a topographic map and have
 GA1770.an estimated accuracy of +/- 6 seconds.
 GA1770
 GA1770.The orthometric height was determined by differential leveling
 GA1770.and adjusted by the National Geodetic Survey in June 1991..
 GA1770.WARNING-Repeat measurements at this control monument indicate possible
 GA1770.vertical movement.
 GA1770
 GA1770.The geoid height was determined by GEOID03.
 GA1770
 GA1770.The dynamic height is computed by dividing the NAVD 88
 GA1770.geopotential number by the normal gravity value computed on the
 GA1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1770.degrees latitude (g = 980.6199 gals.).
 GA1770
 GA1770.The modeled gravity was interpolated from observed gravity values.
 GA1770
 GA1770;                    North         East    Units  Estimated Accuracy
 GA1770;SPC TN       -   200,200.      844,400.      MT  (+/- 180 meters Scaled)
 GA1770
 GA1770                          SUPERSEDED SURVEY CONTROL
 GA1770
 GA1770  NGVD 29 (??/??/92)  347.790  (m)         1141.04   (f) ADJ UNCH    1 1
 GA1770
 GA1770.Superseded values are not recommended for survey control.
 GA1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1770.See file dsdata.txt to determine how the superseded data were derived.
 GA1770
 GA1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV942982(NAD 83)
 GA1770_MARKER: DD = SURVEY DISK
 GA1770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1770_SP_SET: BUILDING
 GA1770_STAMPING: 1141.468 FT MC
 GA1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1770
 GA1770  HISTORY     - Date     Condition        Report By
 GA1770  HISTORY     - UNK      MONUMENTED       USGS
 GA1770  HISTORY     - 1967     GOOD             NGS
 GA1770
 GA1770                          STATION DESCRIPTION
 GA1770
 GA1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1770'0.1 MI SE FROM WHITE PINE.
 GA1770'ABOUT 0.1 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1770'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 67 1/2 FEET NORTHEAST
 GA1770'OF THE NORTHEAST RAIL OF THE MAIN TRACK, A U.S. GEOLOGICAL SURVEY
 GA1770'DISK SET VERTICALLY IN THE SOUTHWEST FACE OF A TWO-STORY BRICK
 GA1770'BUILDING WHICH IS NOW VACANT, 5 INCHES SOUTHEAST OF THE WEST
 GA1770'CORNER OF THE BUILDING, 103 FEET SOUTHWEST OF THE SOUTHWEST WALL
 GA1770'OF THE BUILDING WHICH HOUSES THE NEW CALFEE MARKET, 18 FEET EAST
 GA1770'OF A 23-INCH MAPLE TREE, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GA1770'GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2631 ***********************************************************************
 AJ2631  DESIGNATION -  115
 AJ2631  PID         -  AJ2631
 AJ2631  STATE/COUNTY-  TN/SHELBY
 AJ2631  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2631
 AJ2631                         *CURRENT SURVEY CONTROL
 AJ2631  ___________________________________________________________________
 AJ2631* NAD 83(1995)-  35 07 27.35856(N)    089 40 42.30093(W)     ADJUSTED  
 AJ2631* NAVD 88     -       116.93   (meters)     383.6    (feet)  LEVELING  
 AJ2631  ___________________________________________________________________
 AJ2631  X           -      29,312.536 (meters)                     COMP
 AJ2631  Y           -  -5,222,497.964 (meters)                     COMP
 AJ2631  Z           -   3,649,202.854 (meters)                     COMP
 AJ2631  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AJ2631  ELLIP HEIGHT-          89.41  (meters)          (04/26/01) GPS OBS
 AJ2631  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AJ2631
 AJ2631  HORZ ORDER  -  FIRST
 AJ2631  VERT ORDER  -  THIRD ?
 AJ2631  ELLP ORDER  -  FOURTH    CLASS I
 AJ2631
 AJ2631.The horizontal coordinates were established by GPS observations
 AJ2631.and adjusted by the National Geodetic Survey in April 2001..
 AJ2631
 AJ2631.The orthometric height was determined by differential leveling.
 AJ2631.The vertical network tie was performed by a horz. field party for horz.
 AJ2631.obs reductions. Reset procedures were used to establish the elevation.
 AJ2631
 AJ2631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2631
 AJ2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2631
 AJ2631.The ellipsoidal height was determined by GPS observations
 AJ2631.and is referenced to NAD 83.
 AJ2631
 AJ2631.The geoid height was determined by GEOID03.
 AJ2631
 AJ2631;                    North         East     Units Scale Factor Converg.
 AJ2631;SPC TN       -    94,055.364   264,783.204   MT  1.00002457   -2 09 12.6
 AJ2631;SPC TN       -   308,579.97    868,709.56   sFT  1.00002457   -2 09 12.6
 AJ2631;UTM  16      - 3,890,107.539   255,929.813   MT  1.00033422   -1 32 30.5
 AJ2631
 AJ2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2631!SPC TN       -   0.99998597  x   1.00002457  =   1.00001054
 AJ2631!UTM  16      -   0.99998597  x   1.00033422  =   1.00032018
 AJ2631
 AJ2631                          SUPERSEDED SURVEY CONTROL
 AJ2631
 AJ2631.No superseded survey control is available for this station.
 AJ2631
 AJ2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5593090108(NAD 83)
 AJ2631_MARKER: DD = SURVEY DISK
 AJ2631_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2631+WITH SETTING: INFORMATION.
 AJ2631_STAMPING: 115
 AJ2631_MARK LOGO: MLGW  
 AJ2631_PROJECTION: FLUSH
 AJ2631_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2631+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2631_ROD/PIPE-DEPTH:  0.8 meters
 AJ2631
 AJ2631  HISTORY     - Date     Condition        Report By
 AJ2631  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2631
 AJ2631                          STATION DESCRIPTION
 AJ2631
 AJ2631'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2631'THE STATION IS LOCATED IN EAST SHELBY COUNTY APPROXIMATELY 1.75 MILES
 AJ2631'(2.82 KM) NORTH OF COLLIERVILLE TENNESSEE.
 AJ2631'TO REACH THE STATION FROM THE INTERSECTION OF RALEIGH-LAGRANGE ROAD
 AJ2631'AND REED-HOOKER ROAD, GO NORTH ON REED-HOOKER ROAD FOR APPROXIMATELY
 AJ2631'0.90 MILE (1.45 KM) TO THE STATION ON THE LEFT.
 AJ2631'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2631'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2631'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 509.00 FEET (155.14 M)
 AJ2631'SOUTH OF THE CENTERLINE OF MONTEREY ROAD, 142.40 FEET (43.40 M) SOUTH
 AJ2631'OF A WOOD POWER POLE NO.  90675, 108.00 FEET (32.92 M) NORTH OF A WOOD
 AJ2631'POWER POLE NO.  43108, 31.00 FEET (9.45 M) NORTH OF THE CENTER OF A
 AJ2631'DIRT DRIVE, 17.40 FEET (5.30 M) WEST OF THE CENTERLINE OF REED-HOOKER
 AJ2631'ROAD.  THE STATION IS GUARDED BY TWO YELLOW CARSONITE MARKERS.  THE
 AJ2631'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1850 ***********************************************************************
 GA1850  DESIGNATION -  1155
 GA1850  PID         -  GA1850
 GA1850  STATE/COUNTY-  TN/HAWKINS
 GA1850  USGS QUAD   -  BULLS GAP (1976)
 GA1850
 GA1850                         *CURRENT SURVEY CONTROL
 GA1850  ___________________________________________________________________
 GA1850* NAD 83(1986)-  36 15 08.     (N)    083 05 10.     (W)     SCALED    
 GA1850* NAVD 88     -       351.450  (meters)    1153.05   (feet)  ADJUSTED  
 GA1850  ___________________________________________________________________
 GA1850  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1850  DYNAMIC HT  -         351.128 (meters)    1151.99  (feet)  COMP
 GA1850  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 GA1850
 GA1850  VERT ORDER  -  FIRST     CLASS I
 GA1850
 GA1850.The horizontal coordinates were scaled from a topographic map and have
 GA1850.an estimated accuracy of +/- 6 seconds.
 GA1850
 GA1850.The orthometric height was determined by differential leveling
 GA1850.and adjusted by the National Geodetic Survey in June 1991..
 GA1850
 GA1850.The geoid height was determined by GEOID03.
 GA1850
 GA1850.The dynamic height is computed by dividing the NAVD 88
 GA1850.geopotential number by the normal gravity value computed on the
 GA1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1850.degrees latitude (g = 980.6199 gals.).
 GA1850
 GA1850.The modeled gravity was interpolated from observed gravity values.
 GA1850
 GA1850;                    North         East    Units  Estimated Accuracy
 GA1850;SPC TN       -   216,800.      861,840.      MT  (+/- 180 meters Scaled)
 GA1850
 GA1850                          SUPERSEDED SURVEY CONTROL
 GA1850
 GA1850  NGVD 29 (??/??/92)  351.604  (m)         1153.55   (f) ADJ UNCH    1 1
 GA1850
 GA1850.Superseded values are not recommended for survey control.
 GA1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1850.See file dsdata.txt to determine how the superseded data were derived.
 GA1850
 GA1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA125139(NAD 83)
 GA1850_MARKER: DD = SURVEY DISK
 GA1850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1850_SP_SET: BUILDING
 GA1850_STAMPING: 1155
 GA1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1850
 GA1850  HISTORY     - Date     Condition        Report By
 GA1850  HISTORY     - UNK      MONUMENTED       USGS
 GA1850  HISTORY     - 1967     GOOD             NGS
 GA1850
 GA1850                          STATION DESCRIPTION
 GA1850
 GA1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1850'AT BULLS GAP.
 GA1850'AT BULLS GAP, 100 YARDS SOUTHEAST OF THE SOUTHERN RAILWAY
 GA1850'COMPANY RAILROAD STATION, A U.S. GEOLOGICAL SURVEY DISK SET
 GA1850'VERTICALLY IN THE WEST BRICK FACE OF GILLEYS HOTEL, 2.5 FEET
 GA1850'SOUTH OF THE SOUTH EDGE OF THE ENTRANCE TO THE HOTEL BUILDING,
 GA1850'3.2 FEET ABOVE THE LEVEL OF A CONCRETE FLOOR FOR A PORCH, AND
 GA1850'ABOUT 117 YARDS SOUTH OF BENCH MARK Z 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2278 ***********************************************************************
 GC2278  DESIGNATION -  116
 GC2278  PID         -  GC2278
 GC2278  STATE/COUNTY-  TN/DAVIDSON
 GC2278  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2278
 GC2278                         *CURRENT SURVEY CONTROL
 GC2278  ___________________________________________________________________
 GC2278* NAD 83(1995)-  36 09 06.60313(N)    086 47 29.48113(W)     ADJUSTED  
 GC2278* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 GC2278  ___________________________________________________________________
 GC2278  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2278  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC2278
 GC2278  HORZ ORDER  -  SECOND
 GC2278
 GC2278.The horizontal coordinates were established by classical geodetic methods
 GC2278.and adjusted by the National Geodetic Survey in April 1999..
 GC2278
 GC2278.The orthometric height was scaled from a topographic map.
 GC2278
 GC2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2278
 GC2278.The geoid height was determined by GEOID03.
 GC2278
 GC2278;                    North         East     Units Scale Factor Converg.
 GC2278;SPC TN       -   202,050.342   528,773.822   MT  0.99996373   -0 27 48.2
 GC2278;SPC TN       -   662,893.50  1,734,818.78   sFT  0.99996373   -0 27 48.2
 GC2278;UTM  16      - 4,000,809.427   518,753.507   MT  0.99960433   +0 07 22.8
 GC2278
 GC2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2278!SPC TN       -   0.99997855  x   0.99996373  =   0.99994228
 GC2278!UTM  16      -   0.99997855  x   0.99960433  =   0.99958288
 GC2278
 GC2278                          SUPERSEDED SURVEY CONTROL
 GC2278
 GC2278  NAD 83(1995)-  36 09 06.60520(N)    086 47 29.48308(W) AD(       ) 2
 GC2278  NAD 83(1995)-  36 09 06.60717(N)    086 47 29.48320(W) AD(       ) 2
 GC2278  NAD 83(1986)-  36 09 06.61327(N)    086 47 29.48428(W) AD(       ) 2
 GC2278  NAD 27      -  36 09 06.40660(N)    086 47 29.48690(W) AD(       ) 2
 GC2278
 GC2278.Superseded values are not recommended for survey control.
 GC2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2278.See file dsdata.txt to determine how the superseded data were derived.
 GC2278
 GC2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1875400809(NAD 83)
 GC2278_MARKER: DD = SURVEY DISK
 GC2278_SETTING: 0 = UNSPECIFIED SETTING
 GC2278_MARK LOGO: TNGS  
 GC2278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2278
 GC2278  HISTORY     - Date     Condition        Report By
 GC2278  HISTORY     - 1959     MONUMENTED       TNGS
 GC2278
 GC2278                          STATION DESCRIPTION
 GC2278
 GC2278'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2278'SEE STATION ROSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2632 ***********************************************************************
 AJ2632  DESIGNATION -  116
 AJ2632  PID         -  AJ2632
 AJ2632  STATE/COUNTY-  TN/SHELBY
 AJ2632  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2632
 AJ2632                         *CURRENT SURVEY CONTROL
 AJ2632  ___________________________________________________________________
 AJ2632* NAD 83(1995)-  35 06 25.36458(N)    089 38 35.01742(W)     ADJUSTED  
 AJ2632* NAVD 88     -       100.2    (meters)     329.     (feet)  GPS OBS   
 AJ2632  ___________________________________________________________________
 AJ2632  X           -      32,542.031 (meters)                     COMP
 AJ2632  Y           -  -5,223,564.144 (meters)                     COMP
 AJ2632  Z           -   3,647,630.428 (meters)                     COMP
 AJ2632  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AJ2632  ELLIP HEIGHT-          72.66  (meters)          (04/26/01) GPS OBS
 AJ2632  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AJ2632
 AJ2632  HORZ ORDER  -  FIRST
 AJ2632  ELLP ORDER  -  FOURTH    CLASS I
 AJ2632
 AJ2632.The horizontal coordinates were established by GPS observations
 AJ2632.and adjusted by the National Geodetic Survey in April 2001..
 AJ2632
 AJ2632.The orthometric height was determined by GPS observations and a
 AJ2632.high-resolution geoid model.
 AJ2632
 AJ2632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2632
 AJ2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2632
 AJ2632.The ellipsoidal height was determined by GPS observations
 AJ2632.and is referenced to NAD 83.
 AJ2632
 AJ2632.The geoid height was determined by GEOID03.
 AJ2632
 AJ2632;                    North         East     Units Scale Factor Converg.
 AJ2632;SPC TN       -    92,025.622   267,932.672   MT  1.00002830   -2 07 58.1
 AJ2632;SPC TN       -   301,920.73    879,042.44   sFT  1.00002830   -2 07 58.1
 AJ2632;UTM  16      - 3,888,110.949   259,101.723   MT  1.00031526   -1 31 14.8
 AJ2632
 AJ2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2632!SPC TN       -   0.99998860  x   1.00002830  =   1.00001689
 AJ2632!UTM  16      -   0.99998860  x   1.00031526  =   1.00030385
 AJ2632
 AJ2632                          SUPERSEDED SURVEY CONTROL
 AJ2632
 AJ2632.No superseded survey control is available for this station.
 AJ2632
 AJ2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5910288111(NAD 83)
 AJ2632_MARKER: DD = SURVEY DISK
 AJ2632_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2632+WITH SETTING: INFORMATION.
 AJ2632_STAMPING: 116
 AJ2632_MARK LOGO: MLGW  
 AJ2632_PROJECTION: FLUSH
 AJ2632_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2632+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2632_ROD/PIPE-DEPTH:  0.8 meters
 AJ2632
 AJ2632  HISTORY     - Date     Condition        Report By
 AJ2632  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2632
 AJ2632                          STATION DESCRIPTION
 AJ2632
 AJ2632'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2632'THE STATION IS LOCATED IN EAST SHELBY COUNTY APPROXIMATELY 0.90 MILES
 AJ2632'(1.45 KM) NORTH OF COLLIERVILLE TENNESSEE AT THE SHELBY-FAYETTE COUNTY
 AJ2632'LINE.
 AJ2632'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2632'ROAD AND RALEIGH-LAGRANGE ROAD, GO EAST ON RALEIGH-LAGRANGE ROAD FOR
 AJ2632'APPROXIMATELY 0.85 MILE (1.37 KM) TO COLD CREEK COVE.  THE STATION IS
 AJ2632'ON THE LEFT.
 AJ2632'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2632'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2632'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 900.00 FEET (274.32 M)
 AJ2632'WEST OF THE SHELBY-FAYETTE CO LINE, 134.00 FEET (40.84 M) NORTHWEST OF
 AJ2632'A WOOD POWER POLE NO.  310088, 117.00 FEET (35.66 M) NORTHWEST OF A
 AJ2632'FIRE HYDRANT, 36.30 FEET (11.06 M) WEST OF THE CENTERLINE OF COLD
 AJ2632'CREEK DR., 23.60 FEET (7.19 M) NORTH OF THE CENTERLINE OF
 AJ2632'RALEIGH-LAGRANGE ROAD, 8.30 FEET (2.53 M) NORTH OF THE NORTH EDGE OF
 AJ2632'PAVEMENT OF RALEIGH-LAGRANGE ROAD.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2632'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1716 ***********************************************************************
 GB1716  DESIGNATION -  116 RHP
 GB1716  PID         -  GB1716
 GB1716  STATE/COUNTY-  TN/PUTNAM
 GB1716  USGS QUAD   -  MONTEREY (1981)
 GB1716
 GB1716                         *CURRENT SURVEY CONTROL
 GB1716  ___________________________________________________________________
 GB1716* NAD 83(1986)-  36 08 19.     (N)    085 17 42.     (W)     SCALED    
 GB1716* NAVD 88     -       552.646  (meters)    1813.14   (feet)  ADJUSTED  
 GB1716  ___________________________________________________________________
 GB1716  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB1716  DYNAMIC HT  -         552.136 (meters)    1811.47  (feet)  COMP
 GB1716  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 GB1716
 GB1716  VERT ORDER  -  SECOND    CLASS 0
 GB1716
 GB1716.The horizontal coordinates were scaled from a topographic map and have
 GB1716.an estimated accuracy of +/- 6 seconds.
 GB1716
 GB1716.The orthometric height was determined by differential leveling
 GB1716.and adjusted by the National Geodetic Survey in June 1991..
 GB1716
 GB1716.The geoid height was determined by GEOID03.
 GB1716
 GB1716.The dynamic height is computed by dividing the NAVD 88
 GB1716.geopotential number by the normal gravity value computed on the
 GB1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1716.degrees latitude (g = 980.6199 gals.).
 GB1716
 GB1716.The modeled gravity was interpolated from observed gravity values.
 GB1716
 GB1716;                    North         East    Units  Estimated Accuracy
 GB1716;SPC TN       -   200,520.      663,450.      MT  (+/- 180 meters Scaled)
 GB1716
 GB1716                          SUPERSEDED SURVEY CONTROL
 GB1716
 GB1716  NGVD 29 (??/??/92)  552.667  (m)         1813.21   (f) ADJ UNCH    2 0
 GB1716
 GB1716.Superseded values are not recommended for survey control.
 GB1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1716.See file dsdata.txt to determine how the superseded data were derived.
 GB1716
 GB1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF534006(NAD 83)
 GB1716_MARKER: DD = SURVEY DISK
 GB1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1716_STAMPING: 116 RHP 1950
 GB1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1716+STABILITY: SURFACE MOTION
 GB1716
 GB1716  HISTORY     - Date     Condition        Report By
 GB1716  HISTORY     - 1950     MONUMENTED       USGS
 GB1716  HISTORY     - 1960     GOOD             NGS
 GB1716
 GB1716                          STATION DESCRIPTION
 GB1716
 GB1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1716'1.7 MI W FROM MONTEREY.
 GB1716'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1716'STATE HIGHWAY 84, THEN 1.45 MILES WEST ON U.S. HIGHWAY 70N AND
 GB1716'STATE HIGHWAY 84.  THE BENCH MARK IS 82 FT. WEST OF THE CENTER OF
 GB1716'THE Y JUNCTION OF U.S. HIGHWAY 70N AND STATE HIGHWAY 84, 79 FT.
 GB1716'WEST OF THE CENTER OF A GATE, 32 FT. SOUTH OF THE CENTER OF U.S.
 GB1716'HIGHWAY 70N, 2.4 FT. SOUTH OF A LIGHT POLE, AND 1.2 FT. NORTHEAST
 GB1716'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1716'PROJECTING 2 INCHES AND IS ABOUT 1 FT. ABOVE THE LEVEL OF U.S.
 GB1716'HIGHWAY 70N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2633 ***********************************************************************
 AJ2633  DESIGNATION -  117
 AJ2633  PID         -  AJ2633
 AJ2633  STATE/COUNTY-  TN/SHELBY
 AJ2633  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2633
 AJ2633                         *CURRENT SURVEY CONTROL
 AJ2633  ___________________________________________________________________
 AJ2633* NAD 83(1995)-  35 04 27.25712(N)    089 40 21.43862(W)     ADJUSTED  
 AJ2633* NAVD 88     -        98.7    (meters)     324.     (feet)  GPS OBS   
 AJ2633  ___________________________________________________________________
 AJ2633  X           -      29,858.906 (meters)                     COMP
 AJ2633  Y           -  -5,225,671.366 (meters)                     COMP
 AJ2633  Z           -   3,644,651.312 (meters)                     COMP
 AJ2633  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AJ2633  ELLIP HEIGHT-          71.13  (meters)          (04/26/01) GPS OBS
 AJ2633  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AJ2633
 AJ2633  HORZ ORDER  -  FIRST
 AJ2633  ELLP ORDER  -  FOURTH    CLASS I
 AJ2633
 AJ2633.The horizontal coordinates were established by GPS observations
 AJ2633.and adjusted by the National Geodetic Survey in April 2001..
 AJ2633
 AJ2633.The orthometric height was determined by GPS observations and a
 AJ2633.high-resolution geoid model.
 AJ2633
 AJ2633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2633
 AJ2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2633
 AJ2633.The ellipsoidal height was determined by GPS observations
 AJ2633.and is referenced to NAD 83.
 AJ2633
 AJ2633.The geoid height was determined by GEOID03.
 AJ2633
 AJ2633;                    North         East     Units Scale Factor Converg.
 AJ2633;SPC TN       -    88,489.025   265,102.829   MT  1.00003567   -2 09 00.4
 AJ2633;SPC TN       -   290,317.74    869,758.20   sFT  1.00003567   -2 09 00.4
 AJ2633;UTM  16      - 3,884,543.250   256,309.050   MT  1.00033195   -1 32 11.6
 AJ2633
 AJ2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2633!SPC TN       -   0.99998884  x   1.00003567  =   1.00002450
 AJ2633!UTM  16      -   0.99998884  x   1.00033195  =   1.00032078
 AJ2633
 AJ2633                          SUPERSEDED SURVEY CONTROL
 AJ2633
 AJ2633.No superseded survey control is available for this station.
 AJ2633
 AJ2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5630984543(NAD 83)
 AJ2633_MARKER: DD = SURVEY DISK
 AJ2633_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2633+WITH SETTING: INFORMATION.
 AJ2633_STAMPING: 117
 AJ2633_MARK LOGO: MLGW  
 AJ2633_PROJECTION: FLUSH
 AJ2633_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2633+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 AJ2633_ROD/PIPE-DEPTH:  0.8 meters
 AJ2633
 AJ2633  HISTORY     - Date     Condition        Report By
 AJ2633  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2633  HISTORY     - 20030428 GOOD             TN1620
 AJ2633  HISTORY     - 20030507 GOOD             TN1620
 AJ2633  HISTORY     - 20060430 GOOD             GEOCAC
 AJ2633
 AJ2633                          STATION DESCRIPTION
 AJ2633
 AJ2633'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2633'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN COLLIERVILLE
 AJ2633'TENNESSEE.
 AJ2633'TO REACH THE STATION FROM THE INTERSECTION OF BYHALIA ROAD AND SHELTON
 AJ2633'ROAD GO EAST ON SHELTON ROAD APPROXIMATELY 0.70 MILES (1.13 KM) TO
 AJ2633'SIMMONS RIDGE DRIVE.  THE STATION IS ON THE RIGHT.
 AJ2633'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2633'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2633'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE SOUTHWEST CORNER
 AJ2633'OF SHELTON ROAD AND SIMMONS RIDGE DRIVE AT THE END OF CURB RADIUS ON
 AJ2633'SHELTON ROAD SIDE, 74.50 FEET (22.71 M) EAST OF A WOOD POWER POLE NO.
 AJ2633'184880, 50.00 FEET (15.24 M) WEST OF THE CENTERLINE OF SIMMONS RIDGE
 AJ2633'DRIVE, 44.00 FEET (13.41 M) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 AJ2633'AT ADDRESS 1263, 2.50 FEET (0.76 M) SOUTH OF THE SOUTH CURBLINE OF
 AJ2633'SHELTON ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2633
 AJ2633                          STATION RECOVERY (2003)
 AJ2633
 AJ2633'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2633'RECOVERED IN GOOD CONDITION.
 AJ2633
 AJ2633                          STATION RECOVERY (2003)
 AJ2633
 AJ2633'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2633'RECOVERED IN GOOD CONDITION.
 AJ2633
 AJ2633                          STATION RECOVERY (2006)
 AJ2633
 AJ2633'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 AJ2633'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2219 ***********************************************************************
 GA2219  DESIGNATION -  117.7 A
 GA2219  PID         -  GA2219
 GA2219  STATE/COUNTY-  TN/KNOX
 GA2219  USGS QUAD   -  MASCOT (1987)
 GA2219
 GA2219                         *CURRENT SURVEY CONTROL
 GA2219  ___________________________________________________________________
 GA2219* NAD 83(1986)-  36 03 43.     (N)    083 44 42.     (W)     SCALED    
 GA2219* NAVD 88     -       266.784  (meters)     875.27   (feet)  POSTED    
 GA2219  ___________________________________________________________________
 GA2219  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2219  DYNAMIC HT  -         266.540 (meters)     874.47  (feet)  COMP
 GA2219  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GA2219
 GA2219  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2219
 GA2219.The horizontal coordinates were scaled from a topographic map and have
 GA2219.an estimated accuracy of +/- 6 seconds.
 GA2219
 GA2219.The orthometric height was determined by differential leveling
 GA2219.and adjusted by the National Geodetic Survey in 1992..
 GA2219.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2219.rate of 0.0 thru 1.0 mm/km.
 GA2219
 GA2219.The geoid height was determined by GEOID03.
 GA2219
 GA2219.The dynamic height is computed by dividing the NAVD 88
 GA2219.geopotential number by the normal gravity value computed on the
 GA2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2219.degrees latitude (g = 980.6199 gals.).
 GA2219
 GA2219.The modeled gravity was interpolated from observed gravity values.
 GA2219
 GA2219;                    North         East    Units  Estimated Accuracy
 GA2219;SPC TN       -   194,130.      803,130.      MT  (+/- 180 meters Scaled)
 GA2219
 GA2219                          SUPERSEDED SURVEY CONTROL
 GA2219
 GA2219  NGVD 29 (??/??/92)  266.914  (m)          875.70   (f) ADJ UNCH    1 2
 GA2219
 GA2219.Superseded values are not recommended for survey control.
 GA2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2219.See file dsdata.txt to determine how the superseded data were derived.
 GA2219
 GA2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV527943(NAD 83)
 GA2219_MARKER: B = BOLT
 GA2219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2219_SP_SET: BRIDGE
 GA2219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2219
 GA2219  HISTORY     - Date     Condition        Report By
 GA2219  HISTORY     - UNK      MONUMENTED       SOURR
 GA2219  HISTORY     - 1949     GOOD             NGS
 GA2219  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2219
 GA2219                          STATION DESCRIPTION
 GA2219
 GA2219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2219'0.7 MI SW FROM MASCOT.
 GA2219'0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2219'MASCOT, KNOX COUNTY, AT THE AMERICAN ZINC CO. WORKS, 6-1/2 RAILS
 GA2219'WEST OF A HIGHWAY UNDERPASS, AT THE DOUBLE-ARCH CONCRETE RAILROAD
 GA2219'BRIDGE OVER FLAT CREEK, IN THE SOUTH COPING ABOVE THE WEST
 GA2219'SPRINGING LINE OF THE WEST ARCH, 2 INCHES FROM THE WEST END OF THE
 GA2219'COPING, ABOUT 4 INCHES FROM THE SOUTH SIDE, AT MILEAGE POST
 GA2219'117.7 A, AND 7 FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND
 GA2219'TRACK.  A BOLT.
 GA2219
 GA2219                          STATION RECOVERY (1967)
 GA2219
 GA2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2634 ***********************************************************************
 AJ2634  DESIGNATION -  119
 AJ2634  PID         -  AJ2634
 AJ2634  STATE/COUNTY-  TN/SHELBY
 AJ2634  USGS QUAD   -  GERMANTOWN (1997)
 AJ2634
 AJ2634                         *CURRENT SURVEY CONTROL
 AJ2634  ___________________________________________________________________
 AJ2634* NAD 83(1995)-  35 04 54.44654(N)    089 45 00.84471(W)     ADJUSTED  
 AJ2634* NAVD 88     -       103.60   (meters)     339.9    (feet)  LEVELING  
 AJ2634  ___________________________________________________________________
 AJ2634  X           -      22,778.111 (meters)                     COMP
 AJ2634  Y           -  -5,225,229.557 (meters)                     COMP
 AJ2634  Z           -   3,645,339.896 (meters)                     COMP
 AJ2634  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AJ2634  ELLIP HEIGHT-          76.11  (meters)          (04/26/01) GPS OBS
 AJ2634  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ2634
 AJ2634  HORZ ORDER  -  FIRST
 AJ2634  VERT ORDER  -  THIRD ?
 AJ2634  ELLP ORDER  -  FOURTH    CLASS I
 AJ2634
 AJ2634.The horizontal coordinates were established by GPS observations
 AJ2634.and adjusted by the National Geodetic Survey in April 2001..
 AJ2634
 AJ2634.The orthometric height was determined by differential leveling.
 AJ2634.The vertical network tie was performed by a horz. field party for horz.
 AJ2634.obs reductions. Reset procedures were used to establish the elevation.
 AJ2634
 AJ2634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2634
 AJ2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2634
 AJ2634.The ellipsoidal height was determined by GPS observations
 AJ2634.and is referenced to NAD 83.
 AJ2634
 AJ2634.The geoid height was determined by GEOID03.
 AJ2634
 AJ2634;                    North         East     Units Scale Factor Converg.
 AJ2634;SPC TN       -    89,594.732   258,061.042   MT  1.00003394   -2 11 43.9
 AJ2634;SPC TN       -   293,945.38    846,655.27   sFT  1.00003394   -2 11 43.9
 AJ2634;UTM  16      - 3,885,573.787   249,253.576   MT  1.00037495   -1 34 53.4
 AJ2634
 AJ2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2634!SPC TN       -   0.99998805  x   1.00003394  =   1.00002199
 AJ2634!UTM  16      -   0.99998805  x   1.00037495  =   1.00036300
 AJ2634
 AJ2634                          SUPERSEDED SURVEY CONTROL
 AJ2634
 AJ2634.No superseded survey control is available for this station.
 AJ2634
 AJ2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4925485574(NAD 83)
 AJ2634_MARKER: DD = SURVEY DISK
 AJ2634_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2634+WITH SETTING: INFORMATION.
 AJ2634_STAMPING: 119
 AJ2634_MARK LOGO: MLGW  
 AJ2634_PROJECTION: FLUSH
 AJ2634_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2634+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 AJ2634_ROD/PIPE-DEPTH:  0.8 meters
 AJ2634
 AJ2634  HISTORY     - Date     Condition        Report By
 AJ2634  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2634  HISTORY     - 20030428 GOOD             TN1620
 AJ2634  HISTORY     - 20030507 GOOD             TN1620
 AJ2634
 AJ2634                          STATION DESCRIPTION
 AJ2634
 AJ2634'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2634'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN GERMANTOWN
 AJ2634'TENNESSEE.
 AJ2634'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE AND
 AJ2634'JOHNSON ROAD PROCEED NORTH ON JOHNSON ROAD APPROXIMATELY 1.20 MILES
 AJ2634'(1.93 KM) TO SOUTH SPRING HOLLOW LANE.  THE STATION IS ON THE RIGHT.
 AJ2634'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2634'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2634'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 258.00 FEET (78.64 M)
 AJ2634'SOUTH OF THE CENTERLINE OF SOUTH SPRING HOLLOW LANE, 132.00 FEET
 AJ2634'(40.23 M) NORTHEAST OF A WOOD POWER POLE NO.  29123, 49.00 FEET (14.94
 AJ2634'M) SOUTH OF THE SOUTH EDGE OF A CONCRETE DRIVEWAY APRON TO ADDRESS
 AJ2634'2420, 38.50 FEET (11.73 M) NORTH OF A FIRE HYDRANT, 2.50 FEET (0.76 M)
 AJ2634'EAST OF THE EAST CURBLINE OF JOHNSON ROAD.  THE STATION IS GUARDED BY
 AJ2634'A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2634'THE GROUND.
 AJ2634
 AJ2634                          STATION RECOVERY (2003)
 AJ2634
 AJ2634'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2634'RECOVERED IN GOOD CONDITION.
 AJ2634
 AJ2634                          STATION RECOVERY (2003)
 AJ2634
 AJ2634'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2561 ***********************************************************************
 AJ2561  DESIGNATION -  12
 AJ2561  PID         -  AJ2561
 AJ2561  STATE/COUNTY-  TN/SHELBY
 AJ2561  USGS QUAD   -  MILLINGTON (1997)
 AJ2561
 AJ2561                         *CURRENT SURVEY CONTROL
 AJ2561  ___________________________________________________________________
 AJ2561* NAD 83(1995)-  35 22 07.69055(N)    089 55 26.25354(W)     ADJUSTED  
 AJ2561* NAVD 88     -        95.2    (meters)     312.     (feet)  GPS OBS   
 AJ2561  ___________________________________________________________________
 AJ2561  X           -       6,910.397 (meters)                     COMP
 AJ2561  Y           -  -5,206,901.256 (meters)                     COMP
 AJ2561  Z           -   3,671,347.288 (meters)                     COMP
 AJ2561  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AJ2561  ELLIP HEIGHT-          67.97  (meters)          (04/26/01) GPS OBS
 AJ2561  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2561
 AJ2561  HORZ ORDER  -  FIRST
 AJ2561  ELLP ORDER  -  FOURTH    CLASS I
 AJ2561
 AJ2561.The horizontal coordinates were established by GPS observations
 AJ2561.and adjusted by the National Geodetic Survey in April 2001..
 AJ2561
 AJ2561.The orthometric height was determined by GPS observations and a
 AJ2561.high-resolution geoid model.
 AJ2561
 AJ2561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2561
 AJ2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2561
 AJ2561.The ellipsoidal height was determined by GPS observations
 AJ2561.and is referenced to NAD 83.
 AJ2561
 AJ2561.The geoid height was determined by GEOID03.
 AJ2561
 AJ2561;                    North         East     Units Scale Factor Converg.
 AJ2561;SPC TN       -   122,032.828   243,505.842   MT  0.99998116   -2 17 50.1
 AJ2561;SPC TN       -   400,369.37    798,902.08   sFT  0.99998116   -2 17 50.1
 AJ2561;UTM  16      - 3,917,868.786   234,348.211   MT  1.00046978   -1 41 36.6
 AJ2561;UTM  15      - 3,918,288.070   779,473.209   MT  1.00056265   +1 46 54.0
 AJ2561
 AJ2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2561!SPC TN       -   0.99998933  x   0.99998116  =   0.99997049
 AJ2561!UTM  16      -   0.99998933  x   1.00046978  =   1.00045911
 AJ2561!UTM  15      -   0.99998933  x   1.00056265  =   1.00055198
 AJ2561
 AJ2561                          SUPERSEDED SURVEY CONTROL
 AJ2561
 AJ2561.No superseded survey control is available for this station.
 AJ2561
 AJ2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3434817869(NAD 83)
 AJ2561_MARKER: DD = SURVEY DISK
 AJ2561_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2561+WITH SETTING: INFORMATION.
 AJ2561_STAMPING: 012
 AJ2561_MARK LOGO: MLGW  
 AJ2561_PROJECTION: FLUSH
 AJ2561_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2561+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2561_ROD/PIPE-DEPTH:  0.8 meters
 AJ2561
 AJ2561  HISTORY     - Date     Condition        Report By
 AJ2561  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2561
 AJ2561                          STATION DESCRIPTION
 AJ2561
 AJ2561'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2561'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2561'MILE (1.61 KM) WEST OF MILLINGTON TENNESSEE.
 AJ2561'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2561'WEST UNION ROAD IN MILLINGTON, PROCEED WEST ON WEST UNION ROAD
 AJ2561'APPROXIMATELY 1.90 MILE (3.06 KM) TO QUITO ROAD.  TURN RIGHT AND
 AJ2561'CONTINUE NORTH ON QUITO ROAD FOR APPROXIMATELY 0.15 MILES (0.24 KM) TO
 AJ2561'ADDRESS 8880 QUITO ROAD.  THE STATION IS ON THE LEFT.
 AJ2561'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2561'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2561'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN LINE WITH THE GRAVEL
 AJ2561'DRIVEWAY TO ADDRESS 8880 QUITO ROAD, 130.40 FEET (39.75 M) NORTHEAST
 AJ2561'OF A WOOD POWER POLE NO.  41845, 132.00 FEET (40.23 M) NORTHWEST OF A
 AJ2561'FIRE HYDRANT, 22.40 FEET (6.83 M) WEST OF THE CENTERLINE OF QUITO
 AJ2561'ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0494 ***********************************************************************
 FE0494  DESIGNATION -  12 1 1
 FE0494  PID         -  FE0494
 FE0494  STATE/COUNTY-  TN/CHESTER
 FE0494  USGS QUAD   -  HENDERSON (1983)
 FE0494
 FE0494                         *CURRENT SURVEY CONTROL
 FE0494  ___________________________________________________________________
 FE0494* NAD 83(1986)-  35 25 57.     (N)    088 38 27.     (W)     SCALED    
 FE0494* NAVD 88     -       123.841  (meters)     406.30   (feet)  ADJUSTED  
 FE0494  ___________________________________________________________________
 FE0494  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0494  DYNAMIC HT  -         123.728 (meters)     405.93  (feet)  COMP
 FE0494  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FE0494
 FE0494  VERT ORDER  -  FIRST     CLASS II
 FE0494
 FE0494.The horizontal coordinates were scaled from a topographic map and have
 FE0494.an estimated accuracy of +/- 6 seconds.
 FE0494
 FE0494.The orthometric height was determined by differential leveling
 FE0494.and adjusted by the National Geodetic Survey in June 1991..
 FE0494
 FE0494.The geoid height was determined by GEOID03.
 FE0494
 FE0494.The dynamic height is computed by dividing the NAVD 88
 FE0494.geopotential number by the normal gravity value computed on the
 FE0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0494.degrees latitude (g = 980.6199 gals.).
 FE0494
 FE0494.The modeled gravity was interpolated from observed gravity values.
 FE0494
 FE0494;                    North         East    Units  Estimated Accuracy
 FE0494;SPC TN       -   125,190.      360,230.      MT  (+/- 180 meters Scaled)
 FE0494
 FE0494                          SUPERSEDED SURVEY CONTROL
 FE0494
 FE0494  NGVD 29 (??/??/??)  123.859  (m)          406.36   (f) ADJUSTED    1 2
 FE0494
 FE0494.Superseded values are not recommended for survey control.
 FE0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0494.See file dsdata.txt to determine how the superseded data were derived.
 FE0494
 FE0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE510222(NAD 83)
 FE0494_MARKER: DD = SURVEY DISK
 FE0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0494_STAMPING: 12 1 1
 FE0494_MARK LOGO: TNDG  
 FE0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0494+STABILITY: SURFACE MOTION
 FE0494
 FE0494  HISTORY     - Date     Condition        Report By
 FE0494  HISTORY     - UNK      MONUMENTED       TNDG
 FE0494  HISTORY     - 1948     GOOD             CGS
 FE0494  HISTORY     - 1950     GOOD             CGS
 FE0494
 FE0494                          STATION DESCRIPTION
 FE0494
 FE0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0494'0.6 MI SW FROM HENDERSON.
 FE0494'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 45 FROM THE COURT
 FE0494'HOUSE AT HENDERSON, AT THE NORTHWEST CORNER OF A CONCRETE BLOCK
 FE0494'MANUFACTURING YARD, ABOUT 0.1 MILE NORTH OF A 195-FOOT CONCRETE
 FE0494'BRIDGE, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 41.5
 FE0494'FEET NORTH OF A POWER POLE WITH BRANCH LINES, 120 FEET
 FE0494'EAST-SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER
 FE0494'OF THE PORCH OF TILLMANS TOURIST HOME, 1 FOOT WEST OF A WHITE
 FE0494'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 FE0494'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0494
 FE0494                          STATION RECOVERY (1950)
 FE0494
 FE0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 FE0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0502 ***********************************************************************
 FE0502  DESIGNATION -  12 2 1
 FE0502  PID         -  FE0502
 FE0502  STATE/COUNTY-  TN/CHESTER
 FE0502  USGS QUAD   -  HENDERSON (1983)
 FE0502
 FE0502                         *CURRENT SURVEY CONTROL
 FE0502  ___________________________________________________________________
 FE0502* NAD 83(1986)-  35 26 04.     (N)    088 38 22.     (W)     SCALED    
 FE0502* NAVD 88     -       126.755  (meters)     415.86   (feet)  ADJUSTED  
 FE0502  ___________________________________________________________________
 FE0502  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0502  DYNAMIC HT  -         126.639 (meters)     415.48  (feet)  COMP
 FE0502  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 FE0502
 FE0502  VERT ORDER  -  FIRST     CLASS II
 FE0502
 FE0502.The horizontal coordinates were scaled from a topographic map and have
 FE0502.an estimated accuracy of +/- 6 seconds.
 FE0502
 FE0502.The orthometric height was determined by differential leveling
 FE0502.and adjusted by the National Geodetic Survey in June 1991..
 FE0502
 FE0502.The geoid height was determined by GEOID03.
 FE0502
 FE0502.The dynamic height is computed by dividing the NAVD 88
 FE0502.geopotential number by the normal gravity value computed on the
 FE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0502.degrees latitude (g = 980.6199 gals.).
 FE0502
 FE0502.The modeled gravity was interpolated from observed gravity values.
 FE0502
 FE0502;                    North         East    Units  Estimated Accuracy
 FE0502;SPC TN       -   125,400.      360,370.      MT  (+/- 180 meters Scaled)
 FE0502
 FE0502                          SUPERSEDED SURVEY CONTROL
 FE0502
 FE0502  NGVD 29 (??/??/??)  126.772  (m)          415.92   (f) ADJUSTED    1 2
 FE0502
 FE0502.Superseded values are not recommended for survey control.
 FE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0502.See file dsdata.txt to determine how the superseded data were derived.
 FE0502
 FE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE511224(NAD 83)
 FE0502_MARKER: DD = SURVEY DISK
 FE0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0502_STAMPING: 12 2 1
 FE0502_MARK LOGO: TNDG  
 FE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0502+STABILITY: SURFACE MOTION
 FE0502
 FE0502  HISTORY     - Date     Condition        Report By
 FE0502  HISTORY     - UNK      MONUMENTED       TNDG
 FE0502  HISTORY     - 1948     GOOD             CGS
 FE0502
 FE0502                          STATION DESCRIPTION
 FE0502
 FE0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0502'0.2 MI SW FROM HENDERSON.
 FE0502'ABOUT 0.2 MILE SOUTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0502'FROM THE STATION AT HENDERSON, 150 YARDS NORTHWEST OF THE
 FE0502'NORTHWEST END OF TRESTLE NO. 368/46, 307 FEET NORTHWEST OF BLOCK
 FE0502'SIGNAL NO. 368.8, 21 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 FE0502'MAIN TRACK, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE
 FE0502'TRACK, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 0.5 FOOT
 FE0502'BELOW THE MAIN TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0502'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0275 ***********************************************************************
 FF0275  DESIGNATION -  12 32 BOLT
 FF0275  PID         -  FF0275
 FF0275  STATE/COUNTY-  TN/SHELBY
 FF0275  USGS QUAD   -  PECAN POINT (1970)
 FF0275
 FF0275                         *CURRENT SURVEY CONTROL
 FF0275  ___________________________________________________________________
 FF0275* NAD 83(1986)-  35 23 38.     (N)    090 02 05.     (W)     SCALED    
 FF0275* NAVD 88     -        70.663  (meters)     231.83   (feet)  ADJUSTED  
 FF0275  ___________________________________________________________________
 FF0275  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF0275  DYNAMIC HT  -          70.601 (meters)     231.63  (feet)  COMP
 FF0275  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 FF0275
 FF0275  VERT ORDER  -  FIRST     CLASS II
 FF0275
 FF0275.The horizontal coordinates were scaled from a topographic map and have
 FF0275.an estimated accuracy of +/- 6 seconds.
 FF0275
 FF0275.The orthometric height was determined by differential leveling
 FF0275.and adjusted by the National Geodetic Survey in June 1991..
 FF0275
 FF0275.The geoid height was determined by GEOID03.
 FF0275
 FF0275.The dynamic height is computed by dividing the NAVD 88
 FF0275.geopotential number by the normal gravity value computed on the
 FF0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0275.degrees latitude (g = 980.6199 gals.).
 FF0275
 FF0275.The modeled gravity was interpolated from observed gravity values.
 FF0275
 FF0275;                    North         East    Units  Estimated Accuracy
 FF0275;SPC TN       -   125,220.      233,560.      MT  (+/- 180 meters Scaled)
 FF0275
 FF0275                          SUPERSEDED SURVEY CONTROL
 FF0275
 FF0275  NGVD 29 (??/??/??)   70.630  (m)          231.73   (f) ADJUSTED    1 2
 FF0275
 FF0275.Superseded values are not recommended for survey control.
 FF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0275.See file dsdata.txt to determine how the superseded data were derived.
 FF0275
 FF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV693207(NAD 83)
 FF0275_MARKER: B = BOLT
 FF0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0275_STAMPING: BM 12-32
 FF0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0275
 FF0275  HISTORY     - Date     Condition        Report By
 FF0275  HISTORY     - UNK      MONUMENTED       DOD
 FF0275  HISTORY     - 1957     GOOD             CGS
 FF0275
 FF0275                          STATION DESCRIPTION
 FF0275
 FF0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0275'9.2 MI SW FROM DIXONVILLE.
 FF0275'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE BLOCK
 FF0275'CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVEL
 FF0275'ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL ROAD,
 FF0275'THENCE 2.1 MILES WEST ALONG A FARM ROAD, THENCE 0.65 MILES
 FF0275'SOUTHWEST ALONG A FARM ROAD, ABOUT 0.3 MILE SOUTHWEST OF THE
 FF0275'SHELBY-TIPTON COUNTY LINE, NEAR THE NORTH EDGE OF A PLOWED
 FF0275'FIELD, 156 FEET WEST OF THE CENTER LINE OF THE ROAD, 169 FEET
 FF0275'EAST-NORTHEAST OF A POINT WHERE ROAD TURNS WITH TANGENTS NORTHEAST
 FF0275'AND SOUTH, 167 FEET WEST-SOUTHWEST OF A WELL PUMP, 71 FEET
 FF0275'SOUTH-SOUTHEAST OF A BLAZED 28 INCH SYCAMORE TREE, 26 FEET EAST
 FF0275'OF A 30 INCH ELM TREE, 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 FF0275'A COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP WHICH PROJECTS
 FF0275'24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0274 ***********************************************************************
 FF0274  DESIGNATION -  12 32 CAP
 FF0274  PID         -  FF0274
 FF0274  STATE/COUNTY-  TN/SHELBY
 FF0274  USGS QUAD   -  PECAN POINT (1970)
 FF0274
 FF0274                         *CURRENT SURVEY CONTROL
 FF0274  ___________________________________________________________________
 FF0274* NAD 83(1986)-  35 23 38.     (N)    090 02 05.     (W)     SCALED    
 FF0274* NAVD 88     -        71.871  (meters)     235.80   (feet)  ADJUSTED  
 FF0274  ___________________________________________________________________
 FF0274  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FF0274  DYNAMIC HT  -          71.808 (meters)     235.59  (feet)  COMP
 FF0274  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 FF0274
 FF0274  VERT ORDER  -  FIRST     CLASS II
 FF0274
 FF0274.The horizontal coordinates were scaled from a topographic map and have
 FF0274.an estimated accuracy of +/- 6 seconds.
 FF0274
 FF0274.The orthometric height was determined by differential leveling
 FF0274.and adjusted by the National Geodetic Survey in June 1991..
 FF0274
 FF0274.The geoid height was determined by GEOID03.
 FF0274
 FF0274.The dynamic height is computed by dividing the NAVD 88
 FF0274.geopotential number by the normal gravity value computed on the
 FF0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0274.degrees latitude (g = 980.6199 gals.).
 FF0274
 FF0274.The modeled gravity was interpolated from observed gravity values.
 FF0274
 FF0274;                    North         East    Units  Estimated Accuracy
 FF0274;SPC TN       -   125,220.      233,560.      MT  (+/- 180 meters Scaled)
 FF0274
 FF0274                          SUPERSEDED SURVEY CONTROL
 FF0274
 FF0274  NGVD 29 (??/??/??)   71.838  (m)          235.69   (f) ADJUSTED    1 2
 FF0274
 FF0274.Superseded values are not recommended for survey control.
 FF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0274.See file dsdata.txt to determine how the superseded data were derived.
 FF0274
 FF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV693207(NAD 83)
 FF0274_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0274_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0274_STAMPING: BM 12-32
 FF0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0274
 FF0274  HISTORY     - Date     Condition        Report By
 FF0274  HISTORY     - UNK      MONUMENTED       DOD
 FF0274  HISTORY     - 1957     GOOD             CGS
 FF0274
 FF0274                          STATION DESCRIPTION
 FF0274
 FF0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0274'9.2 MI SW FROM DIXONVILLE.
 FF0274'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE BLOCK
 FF0274'CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVEL
 FF0274'ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL ROAD,
 FF0274'THENCE 2.1 MILES WEST ALONG A FARM ROAD, THENCE 0.65 MILES
 FF0274'SOUTHWEST ALONG A FARM ROAD, ABOUT 0.3 MILE SOUTHWEST OF THE
 FF0274'SHELBY-TIPTON COUNTY LINE, NEAR THE NORTH EDGE OF A PLOWED FIELD,
 FF0274'156 FEET WEST OF THE CENTER LINE OF THE ROAD, 169 FEET
 FF0274'EAST-NORTHEAST OF A POINT WHERE ROAD TURNS WITH TANGENTS NORTHEAST
 FF0274'AND SOUTH, 167 FEET WEST-SOUTHWEST OF A WELL PUMP, 71 FEET
 FF0274'SOUTH-SOUTHEAST OF A BLAZED 28 INCH SYCAMORE TREE, 26 FEET EAST
 FF0274'OF A 30 INCH ELM TREE, 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 FF0274'A USE PIPE AND CAP WHICH PROJECTS 24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2635 ***********************************************************************
 AJ2635  DESIGNATION -  120
 AJ2635  PID         -  AJ2635
 AJ2635  STATE/COUNTY-  TN/SHELBY
 AJ2635  USGS QUAD   -  GERMANTOWN (1997)
 AJ2635
 AJ2635                         *CURRENT SURVEY CONTROL
 AJ2635  ___________________________________________________________________
 AJ2635* NAD 83(1995)-  35 04 02.79575(N)    089 49 06.81964(W)     ADJUSTED  
 AJ2635* NAVD 88     -       100.36   (meters)     329.3    (feet)  LEVELING  
 AJ2635  ___________________________________________________________________
 AJ2635  X           -      16,549.793 (meters)                     COMP
 AJ2635  Y           -  -5,226,165.071 (meters)                     COMP
 AJ2635  Z           -   3,644,035.361 (meters)                     COMP
 AJ2635  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ2635  ELLIP HEIGHT-          72.91  (meters)          (04/26/01) GPS OBS
 AJ2635  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AJ2635
 AJ2635  HORZ ORDER  -  FIRST
 AJ2635  VERT ORDER  -  THIRD ?
 AJ2635  ELLP ORDER  -  FOURTH    CLASS I
 AJ2635
 AJ2635.The horizontal coordinates were established by GPS observations
 AJ2635.and adjusted by the National Geodetic Survey in April 2001..
 AJ2635
 AJ2635.The orthometric height was determined by differential leveling.
 AJ2635.The vertical network tie was performed by a horz. field party for horz.
 AJ2635.obs reductions. Reset procedures were used to establish the elevation.
 AJ2635
 AJ2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2635
 AJ2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2635
 AJ2635.The ellipsoidal height was determined by GPS observations
 AJ2635.and is referenced to NAD 83.
 AJ2635
 AJ2635.The geoid height was determined by GEOID03.
 AJ2635
 AJ2635;                    North         East     Units Scale Factor Converg.
 AJ2635;SPC TN       -    88,245.052   251,772.220   MT  1.00003723   -2 14 07.9
 AJ2635;SPC TN       -   289,517.31    826,022.69   sFT  1.00003723   -2 14 07.9
 AJ2635;UTM  16      - 3,884,156.212   242,977.343   MT  1.00041424   -1 37 13.0
 AJ2635
 AJ2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2635!SPC TN       -   0.99998856  x   1.00003723  =   1.00002579
 AJ2635!UTM  16      -   0.99998856  x   1.00041424  =   1.00040279
 AJ2635
 AJ2635                          SUPERSEDED SURVEY CONTROL
 AJ2635
 AJ2635.No superseded survey control is available for this station.
 AJ2635
 AJ2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4297784156(NAD 83)
 AJ2635_MARKER: DD = SURVEY DISK
 AJ2635_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2635+WITH SETTING: INFORMATION.
 AJ2635_STAMPING: 120
 AJ2635_MARK LOGO: MLGW  
 AJ2635_PROJECTION: FLUSH
 AJ2635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2635+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2635_ROD/PIPE-DEPTH:  0.8 meters
 AJ2635
 AJ2635  HISTORY     - Date     Condition        Report By
 AJ2635  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2635
 AJ2635                          STATION DESCRIPTION
 AJ2635
 AJ2635'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2635'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2635'0.12 MILE (0.19 KM) SOUTH OF GERMANTOWN TENNESSEE.
 AJ2635'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN ROAD AND
 AJ2635'CRESTRIDGE ROAD GO WEST ON CRESTRIDGE ROAD APPROXIMATELY 0.35 MILES
 AJ2635'(0.56 KM) TO ALLARD COVE.  THE STATION IS ON THE LEFT.
 AJ2635'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2635'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2635'A DEPTH OF 3O INCHES.  THE STATION IS LOCATED 225.00 FEET (68.58 M)
 AJ2635'EAST OF THE CENTERLINE OF ALLARD COVE, 21.60 FEET (6.58 M) EAST OF THE
 AJ2635'EAST CURB CUT FOR A DRIVEWAY AT ADDRESS 7339 CRESTRIDGE ROAD, 2.70
 AJ2635'FEET (0.82 M) SOUTH OF THE SOUTH CURBLINE OF CRESTRIDGE ROAD.  THE CAP
 AJ2635'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1894 ***********************************************************************
 FB1894  DESIGNATION -  1203
 FB1894  PID         -  FB1894
 FB1894  STATE/COUNTY-  TN/KNOX
 FB1894  USGS QUAD   -  KNOXVILLE (1978)
 FB1894
 FB1894                         *CURRENT SURVEY CONTROL
 FB1894  ___________________________________________________________________
 FB1894* NAD 83(1986)-  35 57 36.     (N)    083 54 52.     (W)     SCALED    
 FB1894* NAVD 88     -       251.526  (meters)     825.21   (feet)  POSTED    
 FB1894  ___________________________________________________________________
 FB1894  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1894  DYNAMIC HT  -         251.290 (meters)     824.44  (feet)  COMP
 FB1894  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FB1894
 FB1894  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FB1894
 FB1894.The horizontal coordinates were scaled from a topographic map and have
 FB1894.an estimated accuracy of +/- 6 seconds.
 FB1894
 FB1894.The orthometric height was determined by differential leveling
 FB1894.and adjusted by the National Geodetic Survey in 1992..
 FB1894.No vertical observational check was made to the station.
 FB1894.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FB1894.was located on a no-check spur therefore a value was not computed.
 FB1894
 FB1894.The geoid height was determined by GEOID03.
 FB1894
 FB1894.The dynamic height is computed by dividing the NAVD 88
 FB1894.geopotential number by the normal gravity value computed on the
 FB1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1894.degrees latitude (g = 980.6199 gals.).
 FB1894
 FB1894.The modeled gravity was interpolated from observed gravity values.
 FB1894
 FB1894;                    North         East    Units  Estimated Accuracy
 FB1894;SPC TN       -   182,480.      788,110.      MT  (+/- 180 meters Scaled)
 FB1894
 FB1894                          SUPERSEDED SURVEY CONTROL
 FB1894
 FB1894  NGVD 29 (??/??/92)  251.666  (m)          825.67   (f) ADJ UNCH    1 2
 FB1894
 FB1894.Superseded values are not recommended for survey control.
 FB1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1894.See file dsdata.txt to determine how the superseded data were derived.
 FB1894
 FB1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV371834(NAD 83)
 FB1894_MARKER: DD = SURVEY DISK
 FB1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1894_STAMPING: 1203
 FB1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1894+STABILITY: SURFACE MOTION
 FB1894
 FB1894  HISTORY     - Date     Condition        Report By
 FB1894  HISTORY     - UNK      MONUMENTED       TNGS
 FB1894  HISTORY     - 1950     GOOD             NGS
 FB1894  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1894
 FB1894                          STATION DESCRIPTION
 FB1894
 FB1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1894'AT KNOXVILLE.
 FB1894'AT KNOXVILLE, ON THE NORTH BANK OF THE TENNESSEE RIVER, ACROSS
 FB1894'THE RIVER FROM THE D.M. ROSE LUMBER CO., 250 FEET WEST OF THE
 FB1894'KNOXVILLE SHOW CASE MFG. CO., 250 FEET EAST (UPSTREAM) OF THE
 FB1894'CENTERLINE OF THE GAY STREET BRIDGE, 50 FEET SOUTH OF THE REAR
 FB1894'OF A BRICK BUILDING, AND 7 FEET NORTH OF THE CENTERLINE OF THE
 FB1894'SOUTHERN RAILWAY TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 FB1894'1203 AND SET IN THE TOP OF A CONCRETE POST.
 FB1894
 FB1894                          STATION RECOVERY (1982)
 FB1894
 FB1894'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0474 ***********************************************************************
 GC0474  DESIGNATION -  120=560.4
 GC0474  PID         -  GC0474
 GC0474  STATE/COUNTY-  TN/DAVIDSON
 GC0474  USGS QUAD   -  BELLEVUE (1983)
 GC0474
 GC0474                         *CURRENT SURVEY CONTROL
 GC0474  ___________________________________________________________________
 GC0474* NAD 83(1986)-  36 04 16.     (N)    086 57 45.     (W)     SCALED    
 GC0474* NAVD 88     -       170.452  (meters)     559.22   (feet)  ADJUSTED  
 GC0474  ___________________________________________________________________
 GC0474  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0474  DYNAMIC HT  -         170.303 (meters)     558.74  (feet)  COMP
 GC0474  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 GC0474
 GC0474  VERT ORDER  -  FIRST     CLASS II
 GC0474
 GC0474.The horizontal coordinates were scaled from a topographic map and have
 GC0474.an estimated accuracy of +/- 6 seconds.
 GC0474
 GC0474.The orthometric height was determined by differential leveling
 GC0474.and adjusted by the National Geodetic Survey in June 1991..
 GC0474
 GC0474.The geoid height was determined by GEOID03.
 GC0474
 GC0474.The dynamic height is computed by dividing the NAVD 88
 GC0474.geopotential number by the normal gravity value computed on the
 GC0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0474.degrees latitude (g = 980.6199 gals.).
 GC0474
 GC0474.The modeled gravity was interpolated from observed gravity values.
 GC0474
 GC0474;                    North         East    Units  Estimated Accuracy
 GC0474;SPC TN       -   193,230.      513,300.      MT  (+/- 180 meters Scaled)
 GC0474
 GC0474                          SUPERSEDED SURVEY CONTROL
 GC0474
 GC0474  NGVD 29 (??/??/92)  170.473  (m)          559.29   (f) ADJ UNCH    1 2
 GC0474
 GC0474.Superseded values are not recommended for survey control.
 GC0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0474.See file dsdata.txt to determine how the superseded data were derived.
 GC0474
 GC0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE033918(NAD 83)
 GC0474_MARKER: B = BOLT
 GC0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0474_SP_SET: BRIDGE
 GC0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0474
 GC0474  HISTORY     - Date     Condition        Report By
 GC0474  HISTORY     - UNK      MONUMENTED       DOD
 GC0474  HISTORY     - 1948     GOOD             NGS
 GC0474
 GC0474                          STATION DESCRIPTION
 GC0474
 GC0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0474'1.7 MI W FROM BELLEVUE.
 GC0474'1.7 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA, AND ST. LOUIS
 GC0474'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, AT BRIDGE NO. 13.9
 GC0474'OVER HARPETH RIVER, ABOUT 6 RAILS EAST OF MILE POST 14, SET IN
 GC0474'THE SOUTHWEST CORNER OF THE FLAT SURFACE OF THE SOUTHWEST CONCRETE
 GC0474'WING WALL, 1 FOOT SOUTHWEST OF B.M. P 28, 5 FEET SOUTH OF THE SOUTH
 GC0474'RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2396 ***********************************************************************
 GA2396  DESIGNATION -  1208
 GA2396  PID         -  GA2396
 GA2396  STATE/COUNTY-  TN/KNOX
 GA2396  USGS QUAD   -  JOHN SEVIER (1992)
 GA2396
 GA2396                         *CURRENT SURVEY CONTROL
 GA2396  ___________________________________________________________________
 GA2396* NAD 83(1986)-  36 00 07.     (N)    083 51 19.     (W)     SCALED    
 GA2396* NAVD 88     -       326.27   (+/-2cm)    1070.4    (feet)  VERTCON   
 GA2396  ___________________________________________________________________
 GA2396  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2396
 GA2396  VERT ORDER  -  ? (See Below)
 GA2396
 GA2396.The horizontal coordinates were scaled from a topographic map and have
 GA2396.an estimated accuracy of +/- 6 seconds.
 GA2396
 GA2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2396.The vertical order pertains to the NGVD 29 superseded value.
 GA2396
 GA2396.The geoid height was determined by GEOID03.
 GA2396
 GA2396;                    North         East    Units  Estimated Accuracy
 GA2396;SPC TN       -   187,250.      793,350.      MT  (+/- 180 meters Scaled)
 GA2396
 GA2396                          SUPERSEDED SURVEY CONTROL
 GA2396
 GA2396  NGVD 29 (??/??/92)  326.412  (m)         1070.90   (f) ADJ UNCH    ?  
 GA2396
 GA2396.Superseded values are not recommended for survey control.
 GA2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2396.See file dsdata.txt to determine how the superseded data were derived.
 GA2396
 GA2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV426879(NAD 83)
 GA2396_MARKER: DD = SURVEY DISK
 GA2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2396_STAMPING: 1208
 GA2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2396+STABILITY: SURFACE MOTION
 GA2396
 GA2396  HISTORY     - Date     Condition        Report By
 GA2396  HISTORY     - UNK      MONUMENTED       TNGS
 GA2396  HISTORY     - 1936     GOOD             USGS
 GA2396  HISTORY     - 1982     GOOD             LOCENG
 GA2396
 GA2396                          STATION DESCRIPTION
 GA2396
 GA2396'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 GA2396'AT KNOXVILLE.
 GA2396'IN KNOX COUNTY, NEAR THE EAST CITY LIMITS OF KNOXVILLE, 0.4 MILE
 GA2396'SOUTH ALONG HOLSTON HEIGHTS DRIVE FROM CHILHOWEE SCHOOL, 0.3
 GA2396'MILE WEST ALONG A ROAD, 0.3 MILE SOUTHEAST OF MACEDONIA CHURCH,
 GA2396'ON THE SNYDER PROPERTY, 60 FEET SOUTHWEST OF THE NORTHWEST CORNER
 GA2396'OF THE HOUSE, AND ON THE TOP OF A RIDGE IN THE FRONT YARD FENCE
 GA2396'LINE.  A STATE SURVEY STANDARD DISK, STAMPED 1208 AND SET IN THE
 GA2396'TOP OF A CONCRETE POST.
 GA2396
 GA2396                          STATION RECOVERY (1982)
 GA2396
 GA2396'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2396'MARK IS 182 FT. N. OF THE N. EDGE OF PAVEMENT OF A EQUIDISTANT POINT
 GA2396'BETWEEN POWER POLE 19459 AND 19459-A AND 2 FT. EAST OF DRIVEWAY AT
 GA2396'4801 SKYLINE DR. (CITY BLK 31200) NOTE: MONUMENT CONTAINING THE DISK
 GA2396'PROTRUDES 18 INCHES ABOVE GROUND AND IS BROKEN OFF AT GROUND LEVEL -
 GA2396'USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2636 ***********************************************************************
 AJ2636  DESIGNATION -  121
 AJ2636  PID         -  AJ2636
 AJ2636  STATE/COUNTY-  TN/SHELBY
 AJ2636  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2636
 AJ2636                         *CURRENT SURVEY CONTROL
 AJ2636  ___________________________________________________________________
 AJ2636* NAD 83(1995)-  35 04 49.69306(N)    089 57 30.36630(W)     ADJUSTED  
 AJ2636* NAVD 88     -        75.69   (meters)     248.3    (feet)  LEVELING  
 AJ2636  ___________________________________________________________________
 AJ2636  X           -       3,790.695 (meters)                     COMP
 AJ2636  Y           -  -5,225,339.290 (meters)                     COMP
 AJ2636  Z           -   3,645,204.051 (meters)                     COMP
 AJ2636  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AJ2636  ELLIP HEIGHT-          48.33  (meters)          (04/26/01) GPS OBS
 AJ2636  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AJ2636
 AJ2636  HORZ ORDER  -  FIRST
 AJ2636  VERT ORDER  -  THIRD ?
 AJ2636  ELLP ORDER  -  FOURTH    CLASS I
 AJ2636
 AJ2636.The horizontal coordinates were established by GPS observations
 AJ2636.and adjusted by the National Geodetic Survey in April 2001..
 AJ2636
 AJ2636.The orthometric height was determined by differential leveling.
 AJ2636.The vertical network tie was performed by a horz. field party for horz.
 AJ2636.obs reductions. Reset procedures were used to establish the elevation.
 AJ2636
 AJ2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2636
 AJ2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2636
 AJ2636.The ellipsoidal height was determined by GPS observations
 AJ2636.and is referenced to NAD 83.
 AJ2636
 AJ2636.The geoid height was determined by GEOID03.
 AJ2636
 AJ2636;                    North         East     Units Scale Factor Converg.
 AJ2636;SPC TN       -    90,195.967   239,081.895   MT  1.00003424   -2 19 02.7
 AJ2636;SPC TN       -   295,917.94    784,387.85   sFT  1.00003424   -2 19 02.7
 AJ2636;UTM  16      - 3,885,971.410   230,261.455   MT  1.00049681   -1 42 04.7
 AJ2636;UTM  15      - 3,886,199.778   777,320.399   MT  1.00054794   +1 44 57.1
 AJ2636
 AJ2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2636!SPC TN       -   0.99999241  x   1.00003424  =   1.00002665
 AJ2636!UTM  16      -   0.99999241  x   1.00049681  =   1.00048922
 AJ2636!UTM  15      -   0.99999241  x   1.00054794  =   1.00054035
 AJ2636
 AJ2636                          SUPERSEDED SURVEY CONTROL
 AJ2636
 AJ2636.No superseded survey control is available for this station.
 AJ2636
 AJ2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3026185971(NAD 83)
 AJ2636_MARKER: DD = SURVEY DISK
 AJ2636_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2636+WITH SETTING: INFORMATION.
 AJ2636_STAMPING: 121
 AJ2636_MARK LOGO: MLGW  
 AJ2636_PROJECTION: FLUSH
 AJ2636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2636+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2636_ROD/PIPE-DEPTH:  0.8 meters
 AJ2636
 AJ2636  HISTORY     - Date     Condition        Report By
 AJ2636  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2636
 AJ2636                          STATION DESCRIPTION
 AJ2636
 AJ2636'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2636'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 1.25
 AJ2636'MILES (2.01 KM) NORTHEAST OF THE MEMPHIS INTERNATIONAL AIRPORT.
 AJ2636'TO REACH THE STATION FROM THE INTERSECTION OF LAMAR AVENUE (HIGHWAY
 AJ2636'78) AND SEMMES STREET, PROCEED EAST ON LAMAR AVENUE APPROXIMATELY 0.30
 AJ2636'MILE (0.48 KM) TO THE ON-RAMP TO GO WEST BOUND ON INTERSTATE 240
 AJ2636'(I-240) .  TURN RIGHT AND CONTINUE ON THE ON-RAMP FOR APPROXIMATELY
 AJ2636'700.00 FEET (213.36 M) TO THE CENTER OF A HIGH RISE POWER LINE.  THE
 AJ2636'STATION IS ON THE LEFT.
 AJ2636'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2636'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2636'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTH SIDE OF
 AJ2636'WEST BOUND I-240 BETWEEN AN ON AND OFF RAMP.  THE STATION IS UNDER THE
 AJ2636'CENTERLINE OF THE NORTHEASTERN HIGH RISE POWER LINE, 147.50 FEET
 AJ2636'(44.96 M) NORTHEAST OF THE METAL LIGHT POLE, 104.90 FEET (31.97 M)
 AJ2636'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE HEADWALL OF A DRAIN
 AJ2636'CULVERT UNDER RAMP, 89.70 FEET (27.34 M) NORTH OF THE NORTH EDGE OF
 AJ2636'PAVEMENT OF A RAMP.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2636'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2637 ***********************************************************************
 AJ2637  DESIGNATION -  122
 AJ2637  PID         -  AJ2637
 AJ2637  STATE/COUNTY-  TN/SHELBY
 AJ2637  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2637
 AJ2637                         *CURRENT SURVEY CONTROL
 AJ2637  ___________________________________________________________________
 AJ2637* NAD 83(1995)-  35 04 41.39579(N)    089 59 30.47811(W)     ADJUSTED  
 AJ2637* NAVD 88     -        93.21   (meters)     305.8    (feet)  LEVELING  
 AJ2637  ___________________________________________________________________
 AJ2637  X           -         747.906 (meters)                     COMP
 AJ2637  Y           -  -5,225,501.911 (meters)                     COMP
 AJ2637  Z           -   3,645,004.871 (meters)                     COMP
 AJ2637  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AJ2637  ELLIP HEIGHT-          65.86  (meters)          (04/26/01) GPS OBS
 AJ2637  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ2637
 AJ2637  HORZ ORDER  -  FIRST
 AJ2637  VERT ORDER  -  THIRD ?
 AJ2637  ELLP ORDER  -  FOURTH    CLASS I
 AJ2637
 AJ2637.The horizontal coordinates were established by GPS observations
 AJ2637.and adjusted by the National Geodetic Survey in April 2001..
 AJ2637
 AJ2637.The orthometric height was determined by differential leveling.
 AJ2637.The vertical network tie was performed by a horz. field party for horz.
 AJ2637.obs reductions. Reset procedures were used to establish the elevation.
 AJ2637
 AJ2637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2637
 AJ2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2637
 AJ2637.The ellipsoidal height was determined by GPS observations
 AJ2637.and is referenced to NAD 83.
 AJ2637
 AJ2637.The geoid height was determined by GEOID03.
 AJ2637
 AJ2637;                    North         East     Units Scale Factor Converg.
 AJ2637;SPC TN       -    90,064.032   236,031.084   MT  1.00003477   -2 20 13.0
 AJ2637;SPC TN       -   295,485.08    774,378.65   sFT  1.00003477   -2 20 13.0
 AJ2637;UTM  16      - 3,885,806.588   227,210.799   MT  1.00051721   -1 43 13.5
 AJ2637;UTM  15      - 3,885,851.642   774,285.100   MT  1.00052730   +1 43 47.5
 AJ2637
 AJ2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2637!SPC TN       -   0.99998966  x   1.00003477  =   1.00002443
 AJ2637!UTM  16      -   0.99998966  x   1.00051721  =   1.00050687
 AJ2637!UTM  15      -   0.99998966  x   1.00052730  =   1.00051696
 AJ2637
 AJ2637                          SUPERSEDED SURVEY CONTROL
 AJ2637
 AJ2637.No superseded survey control is available for this station.
 AJ2637
 AJ2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2721185807(NAD 83)
 AJ2637_MARKER: DD = SURVEY DISK
 AJ2637_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2637+WITH SETTING: INFORMATION.
 AJ2637_STAMPING: 122
 AJ2637_MARK LOGO: MLGW  
 AJ2637_PROJECTION: FLUSH
 AJ2637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2637+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2637_ROD/PIPE-DEPTH:  0.8 meters
 AJ2637
 AJ2637  HISTORY     - Date     Condition        Report By
 AJ2637  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2637
 AJ2637                          STATION DESCRIPTION
 AJ2637
 AJ2637'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2637'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 1.20
 AJ2637'MILES (1.93 KM) NORTH OF MEMPHIS INTERNATIONAL AIRPORT.
 AJ2637'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 240 (I-240)
 AJ2637'AND AIRWAYS BLVD GO NORTH ON AIRWAYS BLVD APPROXIMATELY 0.20 MILES
 AJ2637'(0.32 KM) TO ALCY ROAD.  TURN LEFT AND CONTINUE WEST ON ALCY ROAD FOR
 AJ2637'APPROXIMATELY 0.40 MILE (0.64 KM) TO SAMUELS CITY PARK.  THE STATION
 AJ2637'IS ON THE LEFT.
 AJ2637'THE STATION IS A STAINLESS STEEL CAP SET ON A 2 INCH GALVANIZED PIPE
 AJ2637'ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO A DEPTH OF 30
 AJ2637'INCHES.  THE STATION IS LOCATED 42.30 FEET (12.89 M) WEST OF A WOOD
 AJ2637'POWER POLE, 12.50 FEET (3.81 M) WEST OF THE WEST SIDE OF A DRIVEWAY TO
 AJ2637'APARTMENTS AT ADDRESS 2119 ALCY ROAD, 2.20 FEET (0.67 M) SOUTH OF THE
 AJ2637'SOUTH CURBLINE OF ALCY ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2637'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0728 ***********************************************************************
 GA0728  DESIGNATION -  122+00 100
 GA0728  PID         -  GA0728
 GA0728  STATE/COUNTY-  TN/HAWKINS
 GA0728  USGS QUAD   -  MC CLOUD (1961)
 GA0728
 GA0728                         *CURRENT SURVEY CONTROL
 GA0728  ___________________________________________________________________
 GA0728* NAD 83(1986)-  36 22 10.     (N)    082 57 57.     (W)     SCALED    
 GA0728* NAVD 88     -       342.779  (meters)    1124.60   (feet)  ADJUSTED  
 GA0728  ___________________________________________________________________
 GA0728  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0728  DYNAMIC HT  -         342.466 (meters)    1123.57  (feet)  COMP
 GA0728  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA0728
 GA0728  VERT ORDER  -  FIRST     CLASS I
 GA0728
 GA0728.The horizontal coordinates were scaled from a topographic map and have
 GA0728.an estimated accuracy of +/- 6 seconds.
 GA0728
 GA0728.The orthometric height was determined by differential leveling
 GA0728.and adjusted by the National Geodetic Survey in June 1991..
 GA0728
 GA0728.The geoid height was determined by GEOID03.
 GA0728
 GA0728.The dynamic height is computed by dividing the NAVD 88
 GA0728.geopotential number by the normal gravity value computed on the
 GA0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0728.degrees latitude (g = 980.6199 gals.).
 GA0728
 GA0728.The modeled gravity was interpolated from observed gravity values.
 GA0728
 GA0728;                    North         East    Units  Estimated Accuracy
 GA0728;SPC TN       -   230,130.      872,240.      MT  (+/- 180 meters Scaled)
 GA0728
 GA0728                          SUPERSEDED SURVEY CONTROL
 GA0728
 GA0728  NGVD 29 (??/??/92)  342.937  (m)         1125.12   (f) ADJ UNCH    1 1
 GA0728
 GA0728.Superseded values are not recommended for survey control.
 GA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0728.See file dsdata.txt to determine how the superseded data were derived.
 GA0728
 GA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA236267(NAD 83)
 GA0728_MARKER: DD = SURVEY DISK
 GA0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0728_STAMPING: 122+00-100 R
 GA0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0728+STABILITY: SURFACE MOTION
 GA0728
 GA0728  HISTORY     - Date     Condition        Report By
 GA0728  HISTORY     - UNK      MONUMENTED       TVA
 GA0728  HISTORY     - 1967     GOOD             NGS
 GA0728
 GA0728                          STATION DESCRIPTION
 GA0728
 GA0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0728'4.6 MI SW FROM BUREM.
 GA0728'ABOUT 4.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0728'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0728'ROAD AT BUREM, 98 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 GA0728'32 FEET NORTH OF THE CENTERLINE OF A ROAD WHICH PARALLELS THE
 GA0728'SOUTH SIDE OF THE TRACK, 25 FEET EAST OF THE CENTERLINE OF A
 GA0728'TRAIL ROAD, 25.3 FEET SOUTH OF BENCH MARK 122+00-75 (TVA), 0.7
 GA0728'FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GA0728'OF THE TRACK, A US-TVA PROPERTY MARKER SET IN THE TOP OF A 5-INCH
 GA0728'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0727 ***********************************************************************
 GA0727  DESIGNATION -  122+00 75
 GA0727  PID         -  GA0727
 GA0727  STATE/COUNTY-  TN/HAWKINS
 GA0727  USGS QUAD   -  MC CLOUD (1961)
 GA0727
 GA0727                         *CURRENT SURVEY CONTROL
 GA0727  ___________________________________________________________________
 GA0727* NAD 83(1986)-  36 22 10.     (N)    082 57 57.     (W)     SCALED    
 GA0727* NAVD 88     -       342.835  (meters)    1124.78   (feet)  ADJUSTED  
 GA0727  ___________________________________________________________________
 GA0727  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0727  DYNAMIC HT  -         342.522 (meters)    1123.76  (feet)  COMP
 GA0727  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA0727
 GA0727  VERT ORDER  -  FIRST     CLASS I
 GA0727
 GA0727.The horizontal coordinates were scaled from a topographic map and have
 GA0727.an estimated accuracy of +/- 6 seconds.
 GA0727
 GA0727.The orthometric height was determined by differential leveling
 GA0727.and adjusted by the National Geodetic Survey in June 1991..
 GA0727
 GA0727.The geoid height was determined by GEOID03.
 GA0727
 GA0727.The dynamic height is computed by dividing the NAVD 88
 GA0727.geopotential number by the normal gravity value computed on the
 GA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0727.degrees latitude (g = 980.6199 gals.).
 GA0727
 GA0727.The modeled gravity was interpolated from observed gravity values.
 GA0727
 GA0727;                    North         East    Units  Estimated Accuracy
 GA0727;SPC TN       -   230,130.      872,240.      MT  (+/- 180 meters Scaled)
 GA0727
 GA0727                          SUPERSEDED SURVEY CONTROL
 GA0727
 GA0727  NGVD 29 (??/??/92)  342.993  (m)         1125.30   (f) ADJ UNCH    1 1
 GA0727
 GA0727.Superseded values are not recommended for survey control.
 GA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0727.See file dsdata.txt to determine how the superseded data were derived.
 GA0727
 GA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA236267(NAD 83)
 GA0727_MARKER: DD = SURVEY DISK
 GA0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0727_STAMPING: 122+00-75 R
 GA0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0727+STABILITY: SURFACE MOTION
 GA0727
 GA0727  HISTORY     - Date     Condition        Report By
 GA0727  HISTORY     - UNK      MONUMENTED       TVA
 GA0727  HISTORY     - 1967     GOOD             NGS
 GA0727
 GA0727                          STATION DESCRIPTION
 GA0727
 GA0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0727'4.6 MI SW FROM BUREM.
 GA0727'ABOUT 4.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0727'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0727'ROAD AT BUREM, 73 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 56
 GA0727'FEET NORTH OF THE CENTERLINE OF A ROAD WHICH PARALLELS THE SOUTH
 GA0727'SIDE OF THE TRACK, 18 FEET EAST OF THE CENTERLINE OF A TRAIL
 GA0727'ROAD, 25.3 FEET NORTH OF BENCH MARK 122+00-100 (TVA), 0.8 FOOT
 GA0727'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GA0727'OF THE TRACK, A US-TVA PROPERTY MARKER SET IN THE TOP OF A 5-INCH
 GA0727'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0664 ***********************************************************************
 GA0664  DESIGNATION -  1222
 GA0664  PID         -  GA0664
 GA0664  STATE/COUNTY-  TN/UNICOI
 GA0664  USGS QUAD   -  CHESTOA (1978)
 GA0664
 GA0664                         *CURRENT SURVEY CONTROL
 GA0664  ___________________________________________________________________
 GA0664* NAD 83(1986)-  36 02 15.     (N)    082 26 29.     (W)     SCALED    
 GA0664* NAVD 88     -       919.32   (+/-2cm)    3016.1    (feet)  VERTCON   
 GA0664  ___________________________________________________________________
 GA0664  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA0664
 GA0664  VERT ORDER  -  ? (See Below)
 GA0664
 GA0664.The horizontal coordinates were scaled from a topographic map and have
 GA0664.an estimated accuracy of +/- 6 seconds.
 GA0664
 GA0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0664.The vertical order pertains to the NGVD 29 superseded value.
 GA0664
 GA0664.The geoid height was determined by GEOID03.
 GA0664
 GA0664;                    North         East    Units  Estimated Accuracy
 GA0664;SPC TN       -   194,910.      920,620.      MT  (+/- 180 meters Scaled)
 GA0664
 GA0664                          SUPERSEDED SURVEY CONTROL
 GA0664
 GA0664  NGVD 29 (??/??/92)  919.404  (m)         3016.41   (f) ADJ UNCH    ?  
 GA0664
 GA0664.Superseded values are not recommended for survey control.
 GA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0664.See file dsdata.txt to determine how the superseded data were derived.
 GA0664
 GA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV701890(NAD 83)
 GA0664_MARKER: DD = SURVEY DISK
 GA0664_SETTING: 0 = UNSPECIFIED SETTING
 GA0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0664
 GA0664  HISTORY     - Date     Condition        Report By
 GA0664  HISTORY     - UNK      MONUMENTED       USFS
 GA0664  HISTORY     - 1938     GOOD             TVA
 GA0664
 GA0664                          STATION DESCRIPTION
 GA0664
 GA0664'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0664'6.2 MI SE FROM ERNESTVILLE.
 GA0664'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0664'UNICOI COUNTY, TENNESSEE, 8.4 MILES NORTHWEST OF RAMSAYTOWN,
 GA0664'YANCEY COUNTY, NORTH CAROLINA, AT THE TENNESSEE-NORTH CAROLINA
 GA0664'STATE LINE, ON U.S. FOREST RESERVE PROPERTY, AND SOUTHWEST
 GA0664'OF THE HIGHWAY.  A UNITED STATES FOREST SERVICE STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1863 ***********************************************************************
 GA1863  DESIGNATION -  1225
 GA1863  PID         -  GA1863
 GA1863  STATE/COUNTY-  TN/HAMBLEN
 GA1863  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1863
 GA1863                         *CURRENT SURVEY CONTROL
 GA1863  ___________________________________________________________________
 GA1863* NAD 83(1986)-  36 15 01.     (N)    083 12 45.     (W)     SCALED    
 GA1863* NAVD 88     -       397.570  (meters)    1304.36   (feet)  ADJUSTED  
 GA1863  ___________________________________________________________________
 GA1863  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1863  DYNAMIC HT  -         397.208 (meters)    1303.17  (feet)  COMP
 GA1863  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 GA1863
 GA1863  VERT ORDER  -  FIRST     CLASS I
 GA1863
 GA1863.The horizontal coordinates were scaled from a topographic map and have
 GA1863.an estimated accuracy of +/- 6 seconds.
 GA1863
 GA1863.The orthometric height was determined by differential leveling
 GA1863.and adjusted by the National Geodetic Survey in June 1991..
 GA1863
 GA1863.The geoid height was determined by GEOID03.
 GA1863
 GA1863.The dynamic height is computed by dividing the NAVD 88
 GA1863.geopotential number by the normal gravity value computed on the
 GA1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1863.degrees latitude (g = 980.6199 gals.).
 GA1863
 GA1863.The modeled gravity was interpolated from observed gravity values.
 GA1863
 GA1863;                    North         East    Units  Estimated Accuracy
 GA1863;SPC TN       -   216,250.      850,500.      MT  (+/- 180 meters Scaled)
 GA1863
 GA1863                          SUPERSEDED SURVEY CONTROL
 GA1863
 GA1863  NGVD 29 (??/??/92)  397.711  (m)         1304.82   (f) ADJ UNCH    1 1
 GA1863
 GA1863.Superseded values are not recommended for survey control.
 GA1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1863.See file dsdata.txt to determine how the superseded data were derived.
 GA1863
 GA1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA012139(NAD 83)
 GA1863_MARKER: DD = SURVEY DISK
 GA1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1863_STAMPING: 1225
 GA1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1863+STABILITY: SURFACE MOTION
 GA1863
 GA1863  HISTORY     - Date     Condition        Report By
 GA1863  HISTORY     - UNK      MONUMENTED       TNGS
 GA1863  HISTORY     - 1967     GOOD             NGS
 GA1863
 GA1863                          STATION DESCRIPTION
 GA1863
 GA1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1863'1 MI SW FROM RUSSELLVILLE.
 GA1863'ABOUT 0.95 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA1863'POST OFFICE AT RUSSELLVILLE, AT CHEEKS CROSSROADS, 23 1/2 FEET
 GA1863'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 145 FEET NORTHWEST
 GA1863'OF THE NORTHWEST RAIL OF THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1863'TRACK, 44 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD,
 GA1863'13 FEET NORTHEAST OF A POLE, 195 FEET NORTHWEST OF BENCH MARK
 GA1863'M 163, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 4
 GA1863'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GA1863'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2701 ***********************************************************************
 GA2701  DESIGNATION -  1227
 GA2701  PID         -  GA2701
 GA2701  STATE/COUNTY-  TN/CLAIBORNE
 GA2701  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2701
 GA2701                         *CURRENT SURVEY CONTROL
 GA2701  ___________________________________________________________________
 GA2701* NAD 83(1986)-  36 31 39.     (N)    083 44 19.     (W)     SCALED    
 GA2701* NAVD 88     -       373.290  (meters)    1224.70   (feet)  ADJUSTED  
 GA2701  ___________________________________________________________________
 GA2701  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GA2701  DYNAMIC HT  -         372.959 (meters)    1223.62  (feet)  COMP
 GA2701  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GA2701
 GA2701  VERT ORDER  -  SECOND    CLASS 0
 GA2701
 GA2701.The horizontal coordinates were scaled from a topographic map and have
 GA2701.an estimated accuracy of +/- 6 seconds.
 GA2701
 GA2701.The orthometric height was determined by differential leveling
 GA2701.and adjusted by the National Geodetic Survey in June 1991..
 GA2701
 GA2701.The geoid height was determined by GEOID03.
 GA2701
 GA2701.The dynamic height is computed by dividing the NAVD 88
 GA2701.geopotential number by the normal gravity value computed on the
 GA2701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2701.degrees latitude (g = 980.6199 gals.).
 GA2701
 GA2701.The modeled gravity was interpolated from observed gravity values.
 GA2701
 GA2701;                    North         East    Units  Estimated Accuracy
 GA2701;SPC TN       -   245,790.      802,520.      MT  (+/- 180 meters Scaled)
 GA2701
 GA2701                          SUPERSEDED SURVEY CONTROL
 GA2701
 GA2701  NGVD 29 (??/??/92)  373.432  (m)         1225.17   (f) ADJ UNCH    2 0
 GA2701
 GA2701.Superseded values are not recommended for survey control.
 GA2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2701.See file dsdata.txt to determine how the superseded data were derived.
 GA2701
 GA2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA548459(NAD 83)
 GA2701_MARKER: DD = SURVEY DISK
 GA2701_SETTING: 66 = SET IN ROCK OUTCROP
 GA2701_SP_SET: ROCK OUTCROP
 GA2701_STAMPING: 1227
 GA2701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2701+STABILITY: POSITION/ELEVATION WELL
 GA2701
 GA2701  HISTORY     - Date     Condition        Report By
 GA2701  HISTORY     - UNK      MONUMENTED       USGS
 GA2701  HISTORY     - 1955     GOOD             TVA
 GA2701
 GA2701                          STATION DESCRIPTION
 GA2701
 GA2701'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1955
 GA2701'4.7 MI W FROM ARTHUR.
 GA2701'4.7 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2701'STATION AT ARTHUR, CLAIBORNE COUNTY, 0.8 MILE EAST OF THOMAS
 GA2701'HALL, 0.2 MILE WEST OF BRUCE MAIL EXCHANGE, ABOUT 100 YARDS EAST
 GA2701'OF A BRIDGE OVER TOWN CREEK, OPPOSITE THE HOUSE OF P.L. DAY, 20
 GA2701'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ON THE SOUTH SHOULDER
 GA2701'OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 4 FEET
 GA2701'HIGHER THAN THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY
 GA2701'STANDARD DISK, STAMPED 1227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2638 ***********************************************************************
 AJ2638  DESIGNATION -  123
 AJ2638  PID         -  AJ2638
 AJ2638  STATE/COUNTY-  TN/SHELBY
 AJ2638  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2638
 AJ2638                         *CURRENT SURVEY CONTROL
 AJ2638  ___________________________________________________________________
 AJ2638* NAD 83(1995)-  35 04 09.66729(N)    090 01 18.39645(W)     ADJUSTED  
 AJ2638* NAVD 88     -        72.65   (meters)     238.4    (feet)  LEVELING  
 AJ2638  ___________________________________________________________________
 AJ2638  X           -      -1,986.299 (meters)                     COMP
 AJ2638  Y           -  -5,226,046.654 (meters)                     COMP
 AJ2638  Z           -   3,644,192.836 (meters)                     COMP
 AJ2638  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AJ2638  ELLIP HEIGHT-          45.33  (meters)          (04/26/01) GPS OBS
 AJ2638  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ2638
 AJ2638  HORZ ORDER  -  FIRST
 AJ2638  VERT ORDER  -  THIRD ?
 AJ2638  ELLP ORDER  -  FOURTH    CLASS I
 AJ2638
 AJ2638.The horizontal coordinates were established by GPS observations
 AJ2638.and adjusted by the National Geodetic Survey in April 2001..
 AJ2638
 AJ2638.The orthometric height was determined by differential leveling.
 AJ2638.The vertical network tie was performed by a horz. field party for horz.
 AJ2638.obs reductions. Reset procedures were used to establish the elevation.
 AJ2638
 AJ2638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2638
 AJ2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2638
 AJ2638.The ellipsoidal height was determined by GPS observations
 AJ2638.and is referenced to NAD 83.
 AJ2638
 AJ2638.The geoid height was determined by GEOID03.
 AJ2638
 AJ2638;                    North         East     Units Scale Factor Converg.
 AJ2638;SPC TN       -    89,198.942   233,259.140   MT  1.00003679   -2 21 16.2
 AJ2638;SPC TN       -   292,646.86    765,284.36   sFT  1.00003679   -2 21 16.2
 AJ2638;UTM  15      - 3,884,791.636   771,580.182   MT  1.00050910   +1 42 44.1
 AJ2638;UTM  16      - 3,884,911.266   224,446.974   MT  1.00053590   -1 44 14.3
 AJ2638
 AJ2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2638!SPC TN       -   0.99999288  x   1.00003679  =   1.00002967
 AJ2638!UTM  15      -   0.99999288  x   1.00050910  =   1.00050198
 AJ2638!UTM  16      -   0.99999288  x   1.00053590  =   1.00052878
 AJ2638
 AJ2638                          SUPERSEDED SURVEY CONTROL
 AJ2638
 AJ2638.No superseded survey control is available for this station.
 AJ2638
 AJ2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7158084792(NAD 83)
 AJ2638_MARKER: DD = SURVEY DISK
 AJ2638_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2638+WITH SETTING: INFORMATION.
 AJ2638_STAMPING: 123
 AJ2638_MARK LOGO: MLGW  
 AJ2638_PROJECTION: FLUSH
 AJ2638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2638+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2638_ROD/PIPE-DEPTH:  0.8 meters
 AJ2638
 AJ2638  HISTORY     - Date     Condition        Report By
 AJ2638  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2638
 AJ2638                          STATION DESCRIPTION
 AJ2638
 AJ2638'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2638'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2638'MILES (3.22 KM) WEST OF THE MEMPHIS INTERNATIONAL AIRPORT IN THE
 AJ2638'WHITEHAVEN COMMUNITY.
 AJ2638'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE I-240 (I-240)
 AJ2638'AND ELVIS PRESLEY BLVD.  (HWY 51) , PROCEED SOUTH ON ELVIS PRESLEY
 AJ2638'BLVD.  APPROXIMATELY 0.10 MILES (0.16 KM) TO A HIGH RISE POWER LINE.
 AJ2638'THE STATION IS ON THE RIGHT.
 AJ2638'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2638'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2638'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED APPROXIMATELY 1000.00
 AJ2638'FEET (304.80 M) SOUTH OF I-240, 158.00 FEET (48.16 M) NORTH OF THE
 AJ2638'NORTH END OF A BRIDGE, BRIDGE NO.  79-3-5.11, OVER A DRAINAGE DITCH,
 AJ2638'28.00 FEET (8.53 M) NORTH OF A HIGH RISE POWER LINE, 15.80 FEET (4.82
 AJ2638'M) NORTHWEST OF THE SOUTH END OF THE CONCRETE SIDEWALK ON THE WEST
 AJ2638'SIDE OF ELVIS PRESLEY BLVD., 9.00 FEET (2.74 M) WEST OF THE WEST
 AJ2638'CURBLINE OF ELVIS PRESLEY BLVD.  THE STATION IS GUARDED BY A YELLOW
 AJ2638'CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0980 ***********************************************************************
 GB0980  DESIGNATION -  1233.3
 GB0980  PID         -  GB0980
 GB0980  STATE/COUNTY-  TN/MORGAN
 GB0980  USGS QUAD   -  RUGBY (1984)
 GB0980
 GB0980                         *CURRENT SURVEY CONTROL
 GB0980  ___________________________________________________________________
 GB0980* NAD 83(1986)-  36 21 04.     (N)    084 43 49.     (W)     SCALED    
 GB0980* NAVD 88     -       375.701  (meters)    1232.61   (feet)  ADJUSTED  
 GB0980  ___________________________________________________________________
 GB0980  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GB0980  DYNAMIC HT  -         375.377 (meters)    1231.55  (feet)  COMP
 GB0980  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 GB0980
 GB0980  VERT ORDER  -  SECOND    CLASS 0
 GB0980
 GB0980.The horizontal coordinates were scaled from a topographic map and have
 GB0980.an estimated accuracy of +/- 6 seconds.
 GB0980
 GB0980.The orthometric height was determined by differential leveling
 GB0980.and adjusted by the National Geodetic Survey in June 1991..
 GB0980
 GB0980.The geoid height was determined by GEOID03.
 GB0980
 GB0980.The dynamic height is computed by dividing the NAVD 88
 GB0980.geopotential number by the normal gravity value computed on the
 GB0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0980.degrees latitude (g = 980.6199 gals.).
 GB0980
 GB0980.The modeled gravity was interpolated from observed gravity values.
 GB0980
 GB0980;                    North         East    Units  Estimated Accuracy
 GB0980;SPC TN       -   224,610.      713,970.      MT  (+/- 180 meters Scaled)
 GB0980
 GB0980                          SUPERSEDED SURVEY CONTROL
 GB0980
 GB0980  NGVD 29 (??/??/92)  375.817  (m)         1232.99   (f) ADJ UNCH    2 0
 GB0980
 GB0980.Superseded values are not recommended for survey control.
 GB0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0980.See file dsdata.txt to determine how the superseded data were derived.
 GB0980
 GB0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF036252(NAD 83)
 GB0980_MARKER: H = DRILL HOLE
 GB0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0980_SP_SET: WINGWALL CAPSTONE
 GB0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0980
 GB0980  HISTORY     - Date     Condition        Report By
 GB0980  HISTORY     - UNK      MONUMENTED       CGS
 GB0980  HISTORY     - 1934     GOOD             NGS
 GB0980
 GB0980                          STATION DESCRIPTION
 GB0980
 GB0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0980'9.7 MI E FROM ALLARDT.
 GB0980'IN MORGAN COUNTY, 9.7 MILES EAST ALONG STATE HIGHWAY 52 FROM
 GB0980'ALLARDT, FENTRESS COUNTY, AT THE SOUTH END OF THE SOUTHEAST
 GB0980'WINGWALL OF THE BRIDGE OVER CLEAR CREEK, IN THE TOP OF THE
 GB0980'SANDSTONE CAPSTONE, AND 6 INCHES FROM EACH EDGE.  A HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2639 ***********************************************************************
 AJ2639  DESIGNATION -  124
 AJ2639  PID         -  AJ2639
 AJ2639  STATE/COUNTY-  TN/SHELBY
 AJ2639  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2639
 AJ2639                         *CURRENT SURVEY CONTROL
 AJ2639  ___________________________________________________________________
 AJ2639* NAD 83(1995)-  35 04 50.14800(N)    090 03 25.98555(W)     ADJUSTED  
 AJ2639* NAVD 88     -        71.94   (meters)     236.0    (feet)  LEVELING  
 AJ2639  ___________________________________________________________________
 AJ2639  X           -      -5,218.254 (meters)                     COMP
 AJ2639  Y           -  -5,225,326.966 (meters)                     COMP
 AJ2639  Z           -   3,645,213.392 (meters)                     COMP
 AJ2639  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AJ2639  ELLIP HEIGHT-          44.62  (meters)          (04/26/01) GPS OBS
 AJ2639  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ2639
 AJ2639  HORZ ORDER  -  FIRST
 AJ2639  VERT ORDER  -  THIRD ?
 AJ2639  ELLP ORDER  -  FOURTH    CLASS I
 AJ2639
 AJ2639.The horizontal coordinates were established by GPS observations
 AJ2639.and adjusted by the National Geodetic Survey in April 2001..
 AJ2639
 AJ2639.The orthometric height was determined by differential leveling.
 AJ2639.The vertical network tie was performed by a horz. field party for horz.
 AJ2639.obs reductions. Reset procedures were used to establish the elevation.
 AJ2639
 AJ2639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2639
 AJ2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2639
 AJ2639.The ellipsoidal height was determined by GPS observations
 AJ2639.and is referenced to NAD 83.
 AJ2639
 AJ2639.The geoid height was determined by GEOID03.
 AJ2639
 AJ2639;                    North         East     Units Scale Factor Converg.
 AJ2639;SPC TN       -    90,578.812   230,080.828   MT  1.00003421   -2 22 30.9
 AJ2639;SPC TN       -   297,173.99    754,856.85   sFT  1.00003421   -2 22 30.9
 AJ2639;UTM  15      - 3,885,943.139   768,310.494   MT  1.00048734   +1 41 32.3
 AJ2639;UTM  16      - 3,886,257.511   221,252.351   MT  1.00055772   -1 45 29.5
 AJ2639
 AJ2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2639!SPC TN       -   0.99999300  x   1.00003421  =   1.00002721
 AJ2639!UTM  15      -   0.99999300  x   1.00048734  =   1.00048033
 AJ2639!UTM  16      -   0.99999300  x   1.00055772  =   1.00055071
 AJ2639
 AJ2639                          SUPERSEDED SURVEY CONTROL
 AJ2639
 AJ2639.No superseded survey control is available for this station.
 AJ2639
 AJ2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6831085943(NAD 83)
 AJ2639_MARKER: DD = SURVEY DISK
 AJ2639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2639+WITH SETTING: INFORMATION.
 AJ2639_STAMPING: 124
 AJ2639_MARK LOGO: MLGW  
 AJ2639_PROJECTION: FLUSH
 AJ2639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2639+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 AJ2639_ROD/PIPE-DEPTH:  0.8 meters
 AJ2639
 AJ2639  HISTORY     - Date     Condition        Report By
 AJ2639  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2639  HISTORY     - 20030829 GOOD             TN1620
 AJ2639
 AJ2639                          STATION DESCRIPTION
 AJ2639
 AJ2639'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2639'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY AT INTERSTATE 55
 AJ2639'(I-55) AND SOUTH THIRD STREET (HWY 61) .
 AJ2639'TO REACH THE STATION FROM THE INTERSECTION OF I-55 AND HIGHWAY 61 GO
 AJ2639'NORTH ON HIGHWAY 61 APPROXIMATELY 0.10 MILES (0.16 KM) TO THE WEST
 AJ2639'BOUND (I-55) OFF RAMP TO GO NORTH ON HIGHWAY 61.  THE STATION IS ON
 AJ2639'THE RIGHT.
 AJ2639'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2639'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2639'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 93.50 FEET (28.50 M)
 AJ2639'SOUTHEAST OF THE NORTHWEST CORNER OF A GRASS AREA, 52.30 FEET (15.94
 AJ2639'M) SOUTHWEST OF THE NORTHWEST END OF A METAL GUARD RAIL ON THE EAST
 AJ2639'SIDE OF THE OFF RAMP, 46.00 FEET (14.02 M) NORTHWEST OF A METAL LIGHT
 AJ2639'POLE NO.  255673, 14.80 FEET (4.51 M) EAST OF THE EAST CURBLINE OF
 AJ2639'THIRD STREET.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2639
 AJ2639                          STATION RECOVERY (2003)
 AJ2639
 AJ2639'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2640 ***********************************************************************
 AJ2640  DESIGNATION -  125
 AJ2640  PID         -  AJ2640
 AJ2640  STATE/COUNTY-  TN/SHELBY
 AJ2640  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2640
 AJ2640                         *CURRENT SURVEY CONTROL
 AJ2640  ___________________________________________________________________
 AJ2640* NAD 83(1995)-  35 04 38.96910(N)    090 05 29.75874(W)     ADJUSTED  
 AJ2640* NAVD 88     -        72.85   (meters)     239.0    (feet)  LEVELING  
 AJ2640  ___________________________________________________________________
 AJ2640  X           -      -8,354.130 (meters)                     COMP
 AJ2640  Y           -  -5,225,521.684 (meters)                     COMP
 AJ2640  Z           -   3,644,932.026 (meters)                     COMP
 AJ2640  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ2640  ELLIP HEIGHT-          45.60  (meters)          (04/26/01) GPS OBS
 AJ2640  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2640
 AJ2640  HORZ ORDER  -  FIRST
 AJ2640  VERT ORDER  -  THIRD ?
 AJ2640  ELLP ORDER  -  FOURTH    CLASS I
 AJ2640
 AJ2640.The horizontal coordinates were established by GPS observations
 AJ2640.and adjusted by the National Geodetic Survey in April 2001..
 AJ2640
 AJ2640.The orthometric height was determined by differential leveling.
 AJ2640.The vertical network tie was performed by a horz. field party for horz.
 AJ2640.obs reductions. Reset procedures were used to establish the elevation.
 AJ2640
 AJ2640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2640
 AJ2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2640
 AJ2640.The ellipsoidal height was determined by GPS observations
 AJ2640.and is referenced to NAD 83.
 AJ2640
 AJ2640.The geoid height was determined by GEOID03.
 AJ2640
 AJ2640;                    North         East     Units Scale Factor Converg.
 AJ2640;SPC TN       -    90,365.103   226,933.500   MT  1.00003492   -2 23 43.4
 AJ2640;SPC TN       -   296,472.84    744,530.99   sFT  1.00003492   -2 23 43.4
 AJ2640;UTM  15      - 3,885,506.521   765,184.872   MT  1.00046678   +1 40 20.6
 AJ2640
 AJ2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2640!SPC TN       -   0.99999284  x   1.00003492  =   1.00002776
 AJ2640!UTM  15      -   0.99999284  x   1.00046678  =   1.00045962
 AJ2640
 AJ2640                          SUPERSEDED SURVEY CONTROL
 AJ2640
 AJ2640.No superseded survey control is available for this station.
 AJ2640
 AJ2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6518585507(NAD 83)
 AJ2640_MARKER: DD = SURVEY DISK
 AJ2640_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2640+WITH SETTING: INFORMATION.
 AJ2640_STAMPING: 125
 AJ2640_MARK LOGO: MLGW  
 AJ2640_PROJECTION: FLUSH
 AJ2640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2640+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AJ2640_ROD/PIPE-DEPTH:  0.8 meters
 AJ2640
 AJ2640  HISTORY     - Date     Condition        Report By
 AJ2640  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2640  HISTORY     - 20030513 GOOD             TN1620
 AJ2640
 AJ2640                          STATION DESCRIPTION
 AJ2640
 AJ2640'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2640'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.20
 AJ2640'MILES (0.32 KM) SOUTHWEST OF MAPCO REFINERY AND EAST OF MCKELLAR LAKE.
 AJ2640'TO REACH THE STATION FROM THE INTERSECTION OF THE INTERSTATE 55 (I-55)
 AJ2640'OVERPASS AND RIVERPORT ROAD, GO SOUTHWEST ON RIVERPORT ROAD
 AJ2640'APPROXIMATELY 0.60 MILE (0.97 KM) TO INTERSECTION, TURN RIGHT AND GO
 AJ2640'WEST ON NORTH RIVERGATE ROAD FOR APPROXIMATELY 0.70 MILES (1.13 KM) TO
 AJ2640'THE STATION ON THE LEFT.
 AJ2640'THE STATION IS A STAINLESS STEEL CAP WITH PUNCHMARK SET ON A 2 INCH
 AJ2640'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2640'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 129.60 FEET (39.50 M)
 AJ2640'EAST OF A FIRE HYDRANT, 4.70 FEET (1.43 M) EAST OF THE WEST END OF THE
 AJ2640'SOUTH CURB, 2.50 FEET (0.76 M) SOUTH OF THE SOUTH CURBLINE.  THE CAP
 AJ2640'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2640
 AJ2640                          STATION RECOVERY (2003)
 AJ2640
 AJ2640'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2641 ***********************************************************************
 AJ2641  DESIGNATION -  126
 AJ2641  PID         -  AJ2641
 AJ2641  STATE/COUNTY-  TN/SHELBY
 AJ2641  USGS QUAD   -  FLETCHER LAKE (1993)
 AJ2641
 AJ2641                         *CURRENT SURVEY CONTROL
 AJ2641  ___________________________________________________________________
 AJ2641* NAD 83(1995)-  35 05 02.20010(N)    090 08 06.28199(W)     ADJUSTED  
 AJ2641* NAVD 88     -        72.72   (meters)     238.6    (feet)  LEVELING  
 AJ2641  ___________________________________________________________________
 AJ2641  X           -     -12,318.523 (meters)                     COMP
 AJ2641  Y           -  -5,225,102.307 (meters)                     COMP
 AJ2641  Z           -   3,645,517.843 (meters)                     COMP
 AJ2641  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ2641  ELLIP HEIGHT-          45.51  (meters)          (04/26/01) GPS OBS
 AJ2641  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ2641
 AJ2641  HORZ ORDER  -  FIRST
 AJ2641  VERT ORDER  -  THIRD ?
 AJ2641  ELLP ORDER  -  FOURTH    CLASS I
 AJ2641
 AJ2641.The horizontal coordinates were established by GPS observations
 AJ2641.and adjusted by the National Geodetic Survey in April 2001..
 AJ2641
 AJ2641.The orthometric height was determined by differential leveling.
 AJ2641.The vertical network tie was performed by a horz. field party for horz.
 AJ2641.obs reductions. Reset procedures were used to establish the elevation.
 AJ2641
 AJ2641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2641
 AJ2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2641
 AJ2641.The ellipsoidal height was determined by GPS observations
 AJ2641.and is referenced to NAD 83.
 AJ2641
 AJ2641.The geoid height was determined by GEOID03.
 AJ2641
 AJ2641;                    North         East     Units Scale Factor Converg.
 AJ2641;SPC TN       -    91,247.022   223,001.761   MT  1.00003345   -2 25 15.0
 AJ2641;SPC TN       -   299,366.27    731,631.61   sFT  1.00003345   -2 25 15.0
 AJ2641;UTM  15      - 3,886,107.543   761,198.801   MT  1.00044091   +1 38 51.4
 AJ2641
 AJ2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2641!SPC TN       -   0.99999286  x   1.00003345  =   1.00002631
 AJ2641!UTM  15      -   0.99999286  x   1.00044091  =   1.00043376
 AJ2641
 AJ2641                          SUPERSEDED SURVEY CONTROL
 AJ2641
 AJ2641.No superseded survey control is available for this station.
 AJ2641
 AJ2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6119986108(NAD 83)
 AJ2641_MARKER: DD = SURVEY DISK
 AJ2641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2641+WITH SETTING: INFORMATION.
 AJ2641_STAMPING: 126
 AJ2641_MARK LOGO: MLGW  
 AJ2641_PROJECTION: FLUSH
 AJ2641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2641+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2641_ROD/PIPE-DEPTH:  0.8 meters
 AJ2641
 AJ2641  HISTORY     - Date     Condition        Report By
 AJ2641  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2641
 AJ2641                          STATION DESCRIPTION
 AJ2641
 AJ2641'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2641'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY ON PRESIDENTS
 AJ2641'ISLAND.
 AJ2641'TO REACH THE STATION FROM THE INTERSECTION OF JACK CARLEY CAUSEWAY AND
 AJ2641'CHANNEL AVENUE, PROCEED WEST ON CHANNEL AVENUE FOR APPROXIMATELY 3.60
 AJ2641'MILES (5.79 KM) TO BUOY STREET.  THE STATION IS ON THE RIGHT.
 AJ2641'THE STATION IS A STAINLESS STEEL CAP WITH PUNCHMARK SET ON A 2 INCH
 AJ2641'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2641'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 71.50 FEET (21.79 M)
 AJ2641'EAST OF A WOOD POWER POLE NO.  185468, 54.70 FEET (16.67 M) WEST OF
 AJ2641'THE CENTERLINE OF BUOY STREET, 31.20 FEET (9.51 M) NORTH OF THE
 AJ2641'CENTERLINE OF CHANNEL AVENUE, 5.70 FEET (1.74 M) SOUTH OF THE SOUTH
 AJ2641'CURBLINE OF A PARKING AREA FOR CARGILL FOODS.  THE STATION IS GUARDED
 AJ2641'BY TWO YELLOW CARSONITE MARKERS.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2641'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1860 ***********************************************************************
 GA1860  DESIGNATION -  1275
 GA1860  PID         -  GA1860
 GA1860  STATE/COUNTY-  TN/HAMBLEN
 GA1860  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1860
 GA1860                         *CURRENT SURVEY CONTROL
 GA1860  ___________________________________________________________________
 GA1860* NAD 83(1986)-  36 15 14.     (N)    083 11 25.     (W)     SCALED    
 GA1860* NAVD 88     -       388.131  (meters)    1273.39   (feet)  ADJUSTED  
 GA1860  ___________________________________________________________________
 GA1860  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA1860  DYNAMIC HT  -         387.778 (meters)    1272.23  (feet)  COMP
 GA1860  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 GA1860
 GA1860  VERT ORDER  -  FIRST     CLASS I
 GA1860
 GA1860.The horizontal coordinates were scaled from a topographic map and have
 GA1860.an estimated accuracy of +/- 6 seconds.
 GA1860
 GA1860.The orthometric height was determined by differential leveling
 GA1860.and adjusted by the National Geodetic Survey in June 1991..
 GA1860
 GA1860.The geoid height was determined by GEOID03.
 GA1860
 GA1860.The dynamic height is computed by dividing the NAVD 88
 GA1860.geopotential number by the normal gravity value computed on the
 GA1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1860.degrees latitude (g = 980.6199 gals.).
 GA1860
 GA1860.The modeled gravity was interpolated from observed gravity values.
 GA1860
 GA1860;                    North         East    Units  Estimated Accuracy
 GA1860;SPC TN       -   216,710.      852,480.      MT  (+/- 180 meters Scaled)
 GA1860
 GA1860                          SUPERSEDED SURVEY CONTROL
 GA1860
 GA1860  NGVD 29 (??/??/92)  388.274  (m)         1273.86   (f) ADJ UNCH    1 1
 GA1860
 GA1860.Superseded values are not recommended for survey control.
 GA1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1860.See file dsdata.txt to determine how the superseded data were derived.
 GA1860
 GA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA032143(NAD 83)
 GA1860_MARKER: DD = SURVEY DISK
 GA1860_SETTING: 66 = SET IN ROCK OUTCROP
 GA1860_SP_SET: ROCK OUTCROP
 GA1860_STAMPING: 1275 ASH
 GA1860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1860+STABILITY: POSITION/ELEVATION WELL
 GA1860
 GA1860  HISTORY     - Date     Condition        Report By
 GA1860  HISTORY     - UNK      MONUMENTED       USGS
 GA1860  HISTORY     - 1967     GOOD             NGS
 GA1860
 GA1860                          STATION DESCRIPTION
 GA1860
 GA1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1860'0.5 MI SE FROM RUSSELLVILLE.
 GA1860'ABOUT 0.25 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST
 GA1860'OFFICE AT RUSSELLVILLE, THENCE 0.25 MILE NORTHEAST ALONG THE
 GA1860'SOUTHERN RAILWAY COMPANY RAILROAD, 0.1 MILE NORTHWEST OF A
 GA1860'LARGE BARN, 185 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GA1860'MAIN TRACK, SET IN THE TOP OF THE NORTHWEST END OF A ROCK
 GA1860'OUTCROP WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND,
 GA1860'195 FEET NORTHEAST OF A 28-INCH TREE, 72 1/2 FEET SOUTHEAST
 GA1860'OF A 54-INCH TREE, 36 FEET NORTHEAST OF THE CENTER OF THE
 GA1860'JUNCTION OF TWO PRIVATE DIRT ROADS, ABOUT 3 1/2 FEET BELOW
 GA1860'THE LEVEL OF THE PRIVATE ROADS, AND ABOUT 15 FEET ABOVE THE
 GA1860'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2295 ***********************************************************************
 GA2295  DESIGNATION -  1278
 GA2295  PID         -  GA2295
 GA2295  STATE/COUNTY-  TN/GRAINGER
 GA2295  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2295
 GA2295                         *CURRENT SURVEY CONTROL
 GA2295  ___________________________________________________________________
 GA2295* NAD 83(1986)-  36 18 45.     (N)    083 36 13.     (W)     SCALED    
 GA2295* NAVD 88     -       389.406  (meters)    1277.58   (feet)  ADJUSTED  
 GA2295  ___________________________________________________________________
 GA2295  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2295  DYNAMIC HT  -         389.051 (meters)    1276.41  (feet)  COMP
 GA2295  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GA2295
 GA2295  VERT ORDER  -  SECOND    CLASS 0
 GA2295
 GA2295.The horizontal coordinates were scaled from a topographic map and have
 GA2295.an estimated accuracy of +/- 6 seconds.
 GA2295
 GA2295.The orthometric height was determined by differential leveling
 GA2295.and adjusted by the National Geodetic Survey in June 1991..
 GA2295
 GA2295.The geoid height was determined by GEOID03.
 GA2295
 GA2295.The dynamic height is computed by dividing the NAVD 88
 GA2295.geopotential number by the normal gravity value computed on the
 GA2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2295.degrees latitude (g = 980.6199 gals.).
 GA2295
 GA2295.The modeled gravity was interpolated from observed gravity values.
 GA2295
 GA2295;                    North         East    Units  Estimated Accuracy
 GA2295;SPC TN       -   222,220.      815,190.      MT  (+/- 180 meters Scaled)
 GA2295
 GA2295                          SUPERSEDED SURVEY CONTROL
 GA2295
 GA2295  NGVD 29 (??/??/92)  389.468  (m)         1277.78   (f) ADJ UNCH    2 0
 GA2295
 GA2295.Superseded values are not recommended for survey control.
 GA2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2295.See file dsdata.txt to determine how the superseded data were derived.
 GA2295
 GA2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA662217(NAD 83)
 GA2295_MARKER: DD = SURVEY DISK
 GA2295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2295_SP_SET: STONE BLOCK
 GA2295_STAMPING: 1278 LEXINGTON
 GA2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2295
 GA2295  HISTORY     - Date     Condition        Report By
 GA2295  HISTORY     - UNK      MONUMENTED       USGS
 GA2295  HISTORY     - 1950     GOOD             NGS
 GA2295
 GA2295                          STATION DESCRIPTION
 GA2295
 GA2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2295'1.8 MI N FROM WASHBURN.
 GA2295'1.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2295'WASHBURN, GRAINGER COUNTY, 600 FEET NORTH OF A T-ROAD INTERSECTION,
 GA2295'445 FEET EAST OF MILEPOST 34, 172 FEET EAST OF A PRIVATE-ROAD
 GA2295'CROSSING, 3.5 FEET SOUTHWEST OF BENCH MARK RV 47 (S. RY.)
 GA2295'DESCRIBED BELOW, 10.5 FEET SOUTHEAST OF A NAIL AND BOTTLE CAP
 GA2295'IN AN 8-INCH SYCAMORE TREE (A FORK OF A 24-INCH SYCAMORE),
 GA2295'7.7 FEET SOUTH OF A NAIL AND BOTTLE CAP IN A 10-INCH ELM TREE,
 GA2295'IN A DITCH MADE BY A 2- BY 2-FOOT CONCRETE-BOX CULVERT, 1.6
 GA2295'FEET NORTHEAST OF THE CENTER OF THE DRAIN, 18 FEET NORTH OF THE
 GA2295'CENTERLINE OF THE MAIN TRACK, IN THE TOP OF AN 18- BY 18-INCH
 GA2295'STONE BLOCK, ABOUT 7 FEET LOWER THAN THE RAIL, AND 1.8 FEET
 GA2295'ABOVE THE BOTTOM OF THE DITCH.  A UNITED STATES GEOLOGICAL
 GA2295'SURVEY STANDARD DISK, STAMPED 1278 LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1893 ***********************************************************************
 GA1893  DESIGNATION -  1294
 GA1893  PID         -  GA1893
 GA1893  STATE/COUNTY-  TN/HAWKINS
 GA1893  USGS QUAD   -  CAMELOT (1976)
 GA1893
 GA1893                         *CURRENT SURVEY CONTROL
 GA1893  ___________________________________________________________________
 GA1893* NAD 83(1986)-  36 24 22.     (N)    083 00 24.     (W)     SCALED    
 GA1893* NAVD 88     -       393.729  (meters)    1291.76   (feet)  ADJUSTED  
 GA1893  ___________________________________________________________________
 GA1893  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1893  DYNAMIC HT  -         393.370 (meters)    1290.58  (feet)  COMP
 GA1893  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GA1893
 GA1893  VERT ORDER  -  SECOND    CLASS 0
 GA1893
 GA1893.The horizontal coordinates were scaled from a topographic map and have
 GA1893.an estimated accuracy of +/- 6 seconds.
 GA1893
 GA1893.The orthometric height was determined by differential leveling
 GA1893.and adjusted by the National Geodetic Survey in June 1991..
 GA1893
 GA1893.The geoid height was determined by GEOID03.
 GA1893
 GA1893.The dynamic height is computed by dividing the NAVD 88
 GA1893.geopotential number by the normal gravity value computed on the
 GA1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1893.degrees latitude (g = 980.6199 gals.).
 GA1893
 GA1893.The modeled gravity was interpolated from observed gravity values.
 GA1893
 GA1893;                    North         East    Units  Estimated Accuracy
 GA1893;SPC TN       -   234,080.      868,460.      MT  (+/- 180 meters Scaled)
 GA1893
 GA1893                          SUPERSEDED SURVEY CONTROL
 GA1893
 GA1893  NGVD 29 (??/??/92)  393.879  (m)         1292.25   (f) ADJ UNCH    2 0
 GA1893
 GA1893.Superseded values are not recommended for survey control.
 GA1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1893.See file dsdata.txt to determine how the superseded data were derived.
 GA1893
 GA1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA200308(NAD 83)
 GA1893_MARKER: DD = SURVEY DISK
 GA1893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1893_SP_SET: BUILDING
 GA1893_STAMPING: 1294 TENN M 27 28
 GA1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1893
 GA1893  HISTORY     - Date     Condition        Report By
 GA1893  HISTORY     - UNK      MONUMENTED       USGS
 GA1893  HISTORY     - 1949     GOOD             NGS
 GA1893
 GA1893                          STATION DESCRIPTION
 GA1893
 GA1893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA1893'AT ROGERSVILLE.
 GA1893'AT ROGERSVILLE, AT THE CITIZENS UNION BANK, IN THE EAST PORTAL
 GA1893'OF THE SOUTHWEST ENTRANCE, AND 3 FEET ABOVE THE SIDEWALK.  A
 GA1893'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1294 TENN
 GA1893'M 27 28 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2562 ***********************************************************************
 AJ2562  DESIGNATION -  13
 AJ2562  PID         -  AJ2562
 AJ2562  STATE/COUNTY-  TN/SHELBY
 AJ2562  USGS QUAD   -  MILLINGTON (1997)
 AJ2562
 AJ2562                         *CURRENT SURVEY CONTROL
 AJ2562  ___________________________________________________________________
 AJ2562* NAD 83(1995)-  35 21 44.62805(N)    089 53 26.53544(W)     ADJUSTED  
 AJ2562* NAVD 88     -        86.6    (meters)     284.     (feet)  GPS OBS   
 AJ2562  ___________________________________________________________________
 AJ2562  X           -       9,933.303 (meters)                     COMP
 AJ2562  Y           -  -5,207,300.697 (meters)                     COMP
 AJ2562  Z           -   3,670,762.671 (meters)                     COMP
 AJ2562  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AJ2562  ELLIP HEIGHT-          59.32  (meters)          (04/26/01) GPS OBS
 AJ2562  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2562
 AJ2562  HORZ ORDER  -  FIRST
 AJ2562  ELLP ORDER  -  FOURTH    CLASS I
 AJ2562
 AJ2562.The horizontal coordinates were established by GPS observations
 AJ2562.and adjusted by the National Geodetic Survey in April 2001..
 AJ2562
 AJ2562.The orthometric height was determined by GPS observations and a
 AJ2562.high-resolution geoid model.
 AJ2562
 AJ2562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2562
 AJ2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2562
 AJ2562.The ellipsoidal height was determined by GPS observations
 AJ2562.and is referenced to NAD 83.
 AJ2562
 AJ2562.The geoid height was determined by GEOID03.
 AJ2562
 AJ2562;                    North         East     Units Scale Factor Converg.
 AJ2562;SPC TN       -   121,202.025   246,497.236   MT  0.99998207   -2 16 40.0
 AJ2562;SPC TN       -   397,643.64    808,716.35   sFT  0.99998207   -2 16 40.0
 AJ2562;UTM  16      - 3,917,069.170   237,349.629   MT  1.00045023   -1 40 26.2
 AJ2562
 AJ2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2562!SPC TN       -   0.99999069  x   0.99998207  =   0.99997276
 AJ2562!UTM  16      -   0.99999069  x   1.00045023  =   1.00044091
 AJ2562
 AJ2562                          SUPERSEDED SURVEY CONTROL
 AJ2562
 AJ2562.No superseded survey control is available for this station.
 AJ2562
 AJ2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3735017069(NAD 83)
 AJ2562_MARKER: DD = SURVEY DISK
 AJ2562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2562+WITH SETTING: INFORMATION.
 AJ2562_STAMPING: 013
 AJ2562_MARK LOGO: MLGW  
 AJ2562_PROJECTION: FLUSH
 AJ2562_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2562+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2562_ROD/PIPE-DEPTH:  0.8 meters
 AJ2562
 AJ2562  HISTORY     - Date     Condition        Report By
 AJ2562  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2562
 AJ2562                          STATION DESCRIPTION
 AJ2562
 AJ2562'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2562'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY IN MILLINGTON
 AJ2562'TENNESSEE.
 AJ2562'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2562'NAVY ROAD IN MILLINGTON, PROCEED NORTH ON HIGHWAY 51 APPROXIMATELY
 AJ2562'1.82 MILE (2.93 KM) TO WEST UNION ROAD.  THE STATION IS ON THE LEFT.
 AJ2562'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2562'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2562'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN THE GRASS MEDIAN
 AJ2562'SEPERATING NORTH-SOUTH BOUND LANES OF HIGHWAY 51, 161.00 FEET (49.07
 AJ2562'M) SOUTHWEST OF A WOOD POWER POLE WITH NO NO.,160.00 FEET SOUTHWEST OF
 AJ2562'A FIRE HYDRANT ON THE EAST SIDE OF HIGHWAY 51, 132.80 FEET (40.48 M)
 AJ2562'SOUTHEAST OF A WOOD POWER POLE NO 12820, 110.60 FEET (33.71 M)
 AJ2562'NORTHWEST OF A WOOD POWER POLE ON THE EAST SIDE OF HIGHWAY 51, 107.00
 AJ2562'FEET (32.61 M) SOUTH OF THE CENTERLINE OF WEST UNION ROAD, 13.40 FEET
 AJ2562'(4.08 M) EAST OF THE EAST EDGE OF PAVEMENT OF THE SOUTH BOUND LANE.
 AJ2562'THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2680 ***********************************************************************
 GA2680  DESIGNATION -  1303
 GA2680  PID         -  GA2680
 GA2680  STATE/COUNTY-  TN/CLAIBORNE
 GA2680  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2680
 GA2680                         *CURRENT SURVEY CONTROL
 GA2680  ___________________________________________________________________
 GA2680* NAD 83(1986)-  36 35 53.     (N)    083 40 13.     (W)     SCALED    
 GA2680* NAVD 88     -       397.231  (meters)    1303.25   (feet)  ADJUSTED  
 GA2680  ___________________________________________________________________
 GA2680  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2680  DYNAMIC HT  -         396.883 (meters)    1302.11  (feet)  COMP
 GA2680  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 GA2680
 GA2680  VERT ORDER  -  SECOND    CLASS 0
 GA2680
 GA2680.The horizontal coordinates were scaled from a topographic map and have
 GA2680.an estimated accuracy of +/- 6 seconds.
 GA2680
 GA2680.The orthometric height was determined by differential leveling
 GA2680.and adjusted by the National Geodetic Survey in June 1991..
 GA2680
 GA2680.The geoid height was determined by GEOID03.
 GA2680
 GA2680.The dynamic height is computed by dividing the NAVD 88
 GA2680.geopotential number by the normal gravity value computed on the
 GA2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2680.degrees latitude (g = 980.6199 gals.).
 GA2680
 GA2680.The modeled gravity was interpolated from observed gravity values.
 GA2680
 GA2680;                    North         East    Units  Estimated Accuracy
 GA2680;SPC TN       -   253,760.      808,450.      MT  (+/- 180 meters Scaled)
 GA2680
 GA2680                          SUPERSEDED SURVEY CONTROL
 GA2680
 GA2680  NGVD 29 (??/??/92)  397.370  (m)         1303.70   (f) ADJ UNCH    2 0
 GA2680
 GA2680.Superseded values are not recommended for survey control.
 GA2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2680.See file dsdata.txt to determine how the superseded data were derived.
 GA2680
 GA2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA611536(NAD 83)
 GA2680_MARKER: DD = SURVEY DISK
 GA2680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2680_SP_SET: BRIDGE
 GA2680_STAMPING: 1303.705
 GA2680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2680
 GA2680  HISTORY     - Date     Condition        Report By
 GA2680  HISTORY     - UNK      MONUMENTED       USGS
 GA2680  HISTORY     - 1957     POOR             NGS
 GA2680
 GA2680                          STATION DESCRIPTION
 GA2680
 GA2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GA2680'AT CUMBERLAND GAP.
 GA2680'AT CUMBERLAND GAP, CLAIBORNE COUNTY, TENNESSEE, 18 RAILS SOUTH OF
 GA2680'THE LOUISVILLE AND NASHVILLE RAILROAD STATION, AT BRIDGE 31, IN
 GA2680'THE TOP OF THE BRIDGE SEAT OF THE NORTH STONE ABUTMENT, 2 FEET
 GA2680'FROM THE WEST END AND SOUTH FACES OF THE STONE, 20 FEET WEST
 GA2680'OF THE CENTERLINE OF THE WEST TRACK, AND ABOUT 8 FEET LOWER THAN
 GA2680'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2361 ***********************************************************************
 GA2361  DESIGNATION -  1309
 GA2361  PID         -  GA2361
 GA2361  STATE/COUNTY-  TN/KNOX
 GA2361  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2361
 GA2361                         *CURRENT SURVEY CONTROL
 GA2361  ___________________________________________________________________
 GA2361* NAD 83(1986)-  36 00 11.     (N)    083 57 25.     (W)     SCALED    
 GA2361* NAVD 88     -       310.342  (meters)    1018.18   (feet)  POSTED    
 GA2361  ___________________________________________________________________
 GA2361  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2361  DYNAMIC HT  -         310.050 (meters)    1017.22  (feet)  COMP
 GA2361  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 GA2361
 GA2361  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GA2361
 GA2361.The horizontal coordinates were scaled from a topographic map and have
 GA2361.an estimated accuracy of +/- 6 seconds.
 GA2361
 GA2361.The orthometric height was determined by differential leveling
 GA2361.and adjusted by the National Geodetic Survey in 1992..
 GA2361.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GA2361.rate greater than 8.0 mm/km.
 GA2361
 GA2361.The geoid height was determined by GEOID03.
 GA2361
 GA2361.The dynamic height is computed by dividing the NAVD 88
 GA2361.geopotential number by the normal gravity value computed on the
 GA2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2361.degrees latitude (g = 980.6199 gals.).
 GA2361
 GA2361.The modeled gravity was interpolated from observed gravity values.
 GA2361
 GA2361;                    North         East    Units  Estimated Accuracy
 GA2361;SPC TN       -   187,180.      784,180.      MT  (+/- 180 meters Scaled)
 GA2361
 GA2361                          SUPERSEDED SURVEY CONTROL
 GA2361
 GA2361  NGVD 29 (??/??/92)  310.468  (m)         1018.59   (f) ADJ UNCH    1 2
 GA2361
 GA2361.Superseded values are not recommended for survey control.
 GA2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2361.See file dsdata.txt to determine how the superseded data were derived.
 GA2361
 GA2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV334883(NAD 83)
 GA2361_MARKER: DD = SURVEY DISK
 GA2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2361_STAMPING: 1309
 GA2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2361+STABILITY: SURFACE MOTION
 GA2361
 GA2361  HISTORY     - Date     Condition        Report By
 GA2361  HISTORY     - UNK      MONUMENTED       TNGS
 GA2361  HISTORY     - 1950     POOR             NGS
 GA2361  HISTORY     - 1974     MARK NOT FOUND   TNGS
 GA2361  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2361
 GA2361                          STATION DESCRIPTION
 GA2361
 GA2361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2361'3.5 MI NW FROM KNOXVILLE.
 GA2361'ABOUT 3.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2361'STATION AT KNOXVILLE, ABOUT 0.6 MILE SOUTHEAST OF THE STATION
 GA2361'SIGN AT INSKIP, SET ON NORTHEAST SHOULDER OF RAILWAY FILL, 161
 GA2361'FEET NORTHWEST OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT
 GA2361'OF RAILWAY OVERPASS NO. 3.2C OVER DUTCH VALLEY ROAD, 8 FEET
 GA2361'NORTHEAST OF THE NORTHEAST RAIL, ABOUT 1 1/2 FEET BELOW THE TRACK
 GA2361'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 GA2361'NOTE-- MARK IS SET IN A POOR LOCATION AND SHOULD BE USED WITH
 GA2361'CAUTION.
 GA2361
 GA2361                          STATION RECOVERY (1974)
 GA2361
 GA2361'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1974
 GA2361'MARK NOT FOUND.
 GA2361
 GA2361                          STATION RECOVERY (1982)
 GA2361
 GA2361'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0593 ***********************************************************************
 GB0593  DESIGNATION -  131
 GB0593  PID         -  GB0593
 GB0593  STATE/COUNTY-  TN/CAMPBELL
 GB0593  USGS QUAD   -  JACKSBORO (1991)
 GB0593
 GB0593                         *CURRENT SURVEY CONTROL
 GB0593  ___________________________________________________________________
 GB0593* NAD 83(1986)-  36 21 14.     (N)    084 08 56.     (W)     SCALED    
 GB0593* NAVD 88     -       347.354  (meters)    1139.61   (feet)  ADJUSTED  
 GB0593  ___________________________________________________________________
 GB0593  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GB0593  DYNAMIC HT  -         347.045 (meters)    1138.60  (feet)  COMP
 GB0593  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 GB0593
 GB0593  VERT ORDER  -  SECOND    CLASS 0
 GB0593
 GB0593.The horizontal coordinates were scaled from a topographic map and have
 GB0593.an estimated accuracy of +/- 6 seconds.
 GB0593
 GB0593.The orthometric height was determined by differential leveling
 GB0593.and adjusted by the National Geodetic Survey in June 1991..
 GB0593.WARNING-Repeat measurements at this control monument indicate possible
 GB0593.vertical movement.
 GB0593
 GB0593.The geoid height was determined by GEOID03.
 GB0593
 GB0593.The dynamic height is computed by dividing the NAVD 88
 GB0593.geopotential number by the normal gravity value computed on the
 GB0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0593.degrees latitude (g = 980.6199 gals.).
 GB0593
 GB0593.The modeled gravity was interpolated from observed gravity values.
 GB0593
 GB0593;                    North         East    Units  Estimated Accuracy
 GB0593;SPC TN       -   225,750.      766,140.      MT  (+/- 180 meters Scaled)
 GB0593
 GB0593                          SUPERSEDED SURVEY CONTROL
 GB0593
 GB0593  NGVD 29 (??/??/92)  347.449  (m)         1139.92   (f) ADJ UNCH    2 0
 GB0593
 GB0593.Superseded values are not recommended for survey control.
 GB0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0593.See file dsdata.txt to determine how the superseded data were derived.
 GB0593
 GB0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF558269(NAD 83)
 GB0593_MARKER: DD = SURVEY DISK
 GB0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0593_STAMPING: 131 1934
 GB0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0593+STABILITY: SURFACE MOTION
 GB0593
 GB0593  HISTORY     - Date     Condition        Report By
 GB0593  HISTORY     - 1934     MONUMENTED       TNGS
 GB0593  HISTORY     - 1934     GOOD             NGS
 GB0593  HISTORY     - 1965     GOOD             NGS
 GB0593
 GB0593                          STATION DESCRIPTION
 GB0593
 GB0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0593'2.5 MI S FROM LA FOLLETTE.
 GB0593'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 25W FROM LA FOLLETTE,
 GB0593'CAMPBELL COUNTY, ABOUT 0.3 MILE SOUTHWEST OF A LOUISVILLE AND
 GB0593'NASHVILLE RAILROAD UNDERPASS, ABOUT 30 FEET WEST OF THE CENTERLINE
 GB0593'OF THE HIGHWAY, AND 2 FEET WEST OF A FENCE.  A STATE SURVEY
 GB0593'STANDARD DISK, STAMPED 131 1934 AND SET IN THE TOP OF A CONCRETE
 GB0593'POST.
 GB0593
 GB0593                          STATION RECOVERY (1965)
 GB0593
 GB0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2642 ***********************************************************************
 AJ2642  DESIGNATION -  131
 AJ2642  PID         -  AJ2642
 AJ2642  STATE/COUNTY-  TN/SHELBY
 AJ2642  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2642
 AJ2642                         *CURRENT SURVEY CONTROL
 AJ2642  ___________________________________________________________________
 AJ2642* NAD 83(1995)-  35 02 52.12598(N)    089 59 23.74028(W)     ADJUSTED  
 AJ2642* NAVD 88     -        79.15   (meters)     259.7    (feet)  LEVELING  
 AJ2642  ___________________________________________________________________
 AJ2642  X           -         918.940 (meters)                     COMP
 AJ2642  Y           -  -5,227,424.860 (meters)                     COMP
 AJ2642  Z           -   3,642,240.482 (meters)                     COMP
 AJ2642  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AJ2642  ELLIP HEIGHT-          51.78  (meters)          (04/26/01) GPS OBS
 AJ2642  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ2642
 AJ2642  HORZ ORDER  -  FIRST
 AJ2642  VERT ORDER  -  THIRD ?
 AJ2642  ELLP ORDER  -  FOURTH    CLASS I
 AJ2642
 AJ2642.The horizontal coordinates were established by GPS observations
 AJ2642.and adjusted by the National Geodetic Survey in April 2001..
 AJ2642
 AJ2642.The orthometric height was determined by differential leveling.
 AJ2642.The vertical network tie was performed by a horz. field party for horz.
 AJ2642.obs reductions. Reset procedures were used to establish the elevation.
 AJ2642
 AJ2642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2642
 AJ2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2642
 AJ2642.The ellipsoidal height was determined by GPS observations
 AJ2642.and is referenced to NAD 83.
 AJ2642
 AJ2642.The geoid height was determined by GEOID03.
 AJ2642
 AJ2642;                    North         East     Units Scale Factor Converg.
 AJ2642;SPC TN       -    86,692.359   236,064.392   MT  1.00004183   -2 20 09.1
 AJ2642;SPC TN       -   284,423.18    774,487.93   sFT  1.00004183   -2 20 09.1
 AJ2642;UTM  16      - 3,882,433.855   227,280.456   MT  1.00051675   -1 43 05.0
 AJ2642;UTM  15      - 3,882,489.171   774,557.538   MT  1.00052915   +1 43 46.7
 AJ2642
 AJ2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2642!SPC TN       -   0.99999187  x   1.00004183  =   1.00003370
 AJ2642!UTM  16      -   0.99999187  x   1.00051675  =   1.00050862
 AJ2642!UTM  15      -   0.99999187  x   1.00052915  =   1.00052102
 AJ2642
 AJ2642                          SUPERSEDED SURVEY CONTROL
 AJ2642
 AJ2642.No superseded survey control is available for this station.
 AJ2642
 AJ2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2728082434(NAD 83)
 AJ2642_MARKER: DD = SURVEY DISK
 AJ2642_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2642+WITH SETTING: INFORMATION.
 AJ2642_STAMPING: 131
 AJ2642_MARK LOGO: MLGW  
 AJ2642_PROJECTION: FLUSH
 AJ2642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2642+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2642_ROD/PIPE-DEPTH:  0.8 meters
 AJ2642
 AJ2642  HISTORY     - Date     Condition        Report By
 AJ2642  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2642
 AJ2642                          STATION DESCRIPTION
 AJ2642
 AJ2642'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2642'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY ON THE WEST SIDE
 AJ2642'OF MEMPHIS INTERNATIONAL AIRPORT.
 AJ2642'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE AND AIRWAYS
 AJ2642'ROAD, PROCEED NORTH ON AIRWAYS ROAD FOR APPROXIMATELY 1.90 MILES (3.06
 AJ2642'KM) TO VICTORIA STREET.  THE STATION IS ON THE LEFT.
 AJ2642'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2642'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2642'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 30.00 FEET (9.14 M)
 AJ2642'SOUTH OF THE SOUTH CURBLINE OF VICTORIA STREET, 26.60 FEET (8.11 M)
 AJ2642'NORTHWEST OF A PHONE MANHOLE IN STREET, 16.50 FEET (5.03 M) NORTH OF A
 AJ2642'WOOD POWER POLE, 3.30 FEET (1.01 M) WEST OF THE WEST CURBLINE OF
 AJ2642'AIRWAYS ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2362 ***********************************************************************
 GA2362  DESIGNATION -  1310
 GA2362  PID         -  GA2362
 GA2362  STATE/COUNTY-  TN/KNOX
 GA2362  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2362
 GA2362                         *CURRENT SURVEY CONTROL
 GA2362  ___________________________________________________________________
 GA2362* NAD 83(1986)-  36 00 25.     (N)    083 57 35.     (W)     SCALED    
 GA2362* NAVD 88     -       319.190  (meters)    1047.21   (feet)  POSTED    
 GA2362  ___________________________________________________________________
 GA2362  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2362  DYNAMIC HT  -         318.890 (meters)    1046.22  (feet)  COMP
 GA2362  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 GA2362
 GA2362  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA2362
 GA2362.The horizontal coordinates were scaled from a topographic map and have
 GA2362.an estimated accuracy of +/- 6 seconds.
 GA2362
 GA2362.The orthometric height was determined by differential leveling
 GA2362.and adjusted by the National Geodetic Survey in 1992..
 GA2362.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA2362.rate of 4.1 thru 8.0 mm/km.
 GA2362
 GA2362.The geoid height was determined by GEOID03.
 GA2362
 GA2362.The dynamic height is computed by dividing the NAVD 88
 GA2362.geopotential number by the normal gravity value computed on the
 GA2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2362.degrees latitude (g = 980.6199 gals.).
 GA2362
 GA2362.The modeled gravity was interpolated from observed gravity values.
 GA2362
 GA2362;                    North         East    Units  Estimated Accuracy
 GA2362;SPC TN       -   187,600.      783,920.      MT  (+/- 180 meters Scaled)
 GA2362
 GA2362                          SUPERSEDED SURVEY CONTROL
 GA2362
 GA2362  NGVD 29 (??/??/92)  319.311  (m)         1047.61   (f) ADJ UNCH    1 2
 GA2362
 GA2362.Superseded values are not recommended for survey control.
 GA2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2362.See file dsdata.txt to determine how the superseded data were derived.
 GA2362
 GA2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV332887(NAD 83)
 GA2362_MARKER: DD = SURVEY DISK
 GA2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2362_STAMPING: 1310
 GA2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2362+STABILITY: SURFACE MOTION
 GA2362
 GA2362  HISTORY     - Date     Condition        Report By
 GA2362  HISTORY     - UNK      MONUMENTED       TNGS
 GA2362  HISTORY     - 1950     GOOD             NGS
 GA2362  HISTORY     - 1967     MARK NOT FOUND   TNGS
 GA2362  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2362
 GA2362                          STATION DESCRIPTION
 GA2362
 GA2362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2362'3.8 MI NW FROM KNOXVILLE.
 GA2362'ABOUT 3.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2362'STATION AT KNOXVILLE, ABOUT 0.3 MILE SOUTHEAST OF THE STATION
 GA2362'SIGN AT INSKIP, 277 FEET SOUTHEAST OF A WHISTLE POST, 36 FEET
 GA2362'NORTH-NORTHEAST AND ACROSS THE TRACK FROM SEMAPHORE SIGNAL NO.
 GA2362'3.6C, 17 FEET SOUTHWEST OF A TELEPHONE POLE, 6.8 FEET NORTHEAST
 GA2362'OF THE NORTHEAST RAIL, ABOUT 1 FOOT BELOW THE TRACK AND SET IN
 GA2362'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GA2362
 GA2362                          STATION RECOVERY (1967)
 GA2362
 GA2362'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1967
 GA2362'MARK NOT FOUND.
 GA2362
 GA2362                          STATION RECOVERY (1982)
 GA2362
 GA2362'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2365 ***********************************************************************
 GA2365  DESIGNATION -  1311
 GA2365  PID         -  GA2365
 GA2365  STATE/COUNTY-  TN/KNOX
 GA2365  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2365
 GA2365                         *CURRENT SURVEY CONTROL
 GA2365  ___________________________________________________________________
 GA2365* NAD 83(1986)-  36 00 49.     (N)    083 57 54.     (W)     SCALED    
 GA2365* NAVD 88     -       321.323  (meters)    1054.21   (feet)  ADJUSTED  
 GA2365  ___________________________________________________________________
 GA2365  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2365  DYNAMIC HT  -         321.023 (meters)    1053.22  (feet)  COMP
 GA2365  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 GA2365
 GA2365  VERT ORDER  -  FIRST     CLASS I
 GA2365
 GA2365.The horizontal coordinates were scaled from a topographic map and have
 GA2365.an estimated accuracy of +/- 6 seconds.
 GA2365
 GA2365.The orthometric height was determined by differential leveling
 GA2365.and adjusted by the National Geodetic Survey in June 1991..
 GA2365
 GA2365.The geoid height was determined by GEOID03.
 GA2365
 GA2365.The dynamic height is computed by dividing the NAVD 88
 GA2365.geopotential number by the normal gravity value computed on the
 GA2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2365.degrees latitude (g = 980.6199 gals.).
 GA2365
 GA2365.The modeled gravity was interpolated from observed gravity values.
 GA2365
 GA2365;                    North         East    Units  Estimated Accuracy
 GA2365;SPC TN       -   188,330.      783,430.      MT  (+/- 180 meters Scaled)
 GA2365
 GA2365                          SUPERSEDED SURVEY CONTROL
 GA2365
 GA2365  NGVD 29 (??/??/92)  321.440  (m)         1054.59   (f) ADJ UNCH    1 1
 GA2365
 GA2365.Superseded values are not recommended for survey control.
 GA2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2365.See file dsdata.txt to determine how the superseded data were derived.
 GA2365
 GA2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV327895(NAD 83)
 GA2365_MARKER: DD = SURVEY DISK
 GA2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2365_STAMPING: 1311
 GA2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2365+STABILITY: SURFACE MOTION
 GA2365
 GA2365  HISTORY     - Date     Condition        Report By
 GA2365  HISTORY     - UNK      MONUMENTED       TNGS
 GA2365  HISTORY     - 1967     GOOD             NGS
 GA2365  HISTORY     - 1982     GOOD             LOCENG
 GA2365
 GA2365                          STATION DESCRIPTION
 GA2365
 GA2365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2365'4.3 MI NW FROM KNOXVILLE.
 GA2365'ABOUT 4.3 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2365'STATION AT KNOXVILLE, ABOUT 0.2 MILE SOUTHEAST OF THE CROSSING
 GA2365'OF CEDAR ROAD, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 4, 175 FEET
 GA2365'SOUTHEAST OF A LONE 48-INCH ELM TREE, 14 FEET WEST OF A TELEPHONE
 GA2365'POLE, 9.5 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 3 FEET
 GA2365'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 GA2365'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 GA2365
 GA2365                          STATION RECOVERY (1982)
 GA2365
 GA2365'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2365'34' ELM TREE IS NOW APPROXIMATELY 42' IN DIAMETER. (CITY BLK 38500)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2643 ***********************************************************************
 AJ2643  DESIGNATION -  132
 AJ2643  PID         -  AJ2643
 AJ2643  STATE/COUNTY-  TN/SHELBY
 AJ2643  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2643
 AJ2643                         *CURRENT SURVEY CONTROL
 AJ2643  ___________________________________________________________________
 AJ2643* NAD 83(1995)-  35 02 56.22469(N)    089 57 13.23516(W)     ADJUSTED  
 AJ2643* NAVD 88     -        83.52   (meters)     274.0    (feet)  LEVELING  
 AJ2643  ___________________________________________________________________
 AJ2643  X           -       4,226.310 (meters)                     COMP
 AJ2643  Y           -  -5,227,354.225 (meters)                     COMP
 AJ2643  Z           -   3,642,346.364 (meters)                     COMP
 AJ2643  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ2643  ELLIP HEIGHT-          56.09  (meters)          (04/26/01) GPS OBS
 AJ2643  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ2643
 AJ2643  HORZ ORDER  -  FIRST
 AJ2643  VERT ORDER  -  THIRD ?
 AJ2643  ELLP ORDER  -  FOURTH    CLASS I
 AJ2643
 AJ2643.The horizontal coordinates were established by GPS observations
 AJ2643.and adjusted by the National Geodetic Survey in April 2001..
 AJ2643
 AJ2643.The orthometric height was determined by differential leveling.
 AJ2643.The vertical network tie was performed by a horz. field party for horz.
 AJ2643.obs reductions. Reset procedures were used to establish the elevation.
 AJ2643
 AJ2643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2643
 AJ2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2643
 AJ2643.The ellipsoidal height was determined by GPS observations
 AJ2643.and is referenced to NAD 83.
 AJ2643
 AJ2643.The geoid height was determined by GEOID03.
 AJ2643
 AJ2643;                    North         East     Units Scale Factor Converg.
 AJ2643;SPC TN       -    86,684.377   239,374.308   MT  1.00004156   -2 18 52.7
 AJ2643;SPC TN       -   284,396.99    785,347.21   sFT  1.00004156   -2 18 52.7
 AJ2643;UTM  16      - 3,882,461.564   230,591.802   MT  1.00049462   -1 41 50.1
 AJ2643;UTM  15      - 3,882,715.977   777,861.338   MT  1.00055165   +1 45 02.0
 AJ2643
 AJ2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2643!SPC TN       -   0.99999120  x   1.00004156  =   1.00003276
 AJ2643!UTM  16      -   0.99999120  x   1.00049462  =   1.00048581
 AJ2643!UTM  15      -   0.99999120  x   1.00055165  =   1.00054284
 AJ2643
 AJ2643                          SUPERSEDED SURVEY CONTROL
 AJ2643
 AJ2643.No superseded survey control is available for this station.
 AJ2643
 AJ2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3059282462(NAD 83)
 AJ2643_MARKER: DD = SURVEY DISK
 AJ2643_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2643+WITH SETTING: INFORMATION.
 AJ2643_STAMPING: 132
 AJ2643_MARK LOGO: MLGW  
 AJ2643_PROJECTION: FLUSH
 AJ2643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2643+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003
 AJ2643_ROD/PIPE-DEPTH:  0.8 meters
 AJ2643
 AJ2643  HISTORY     - Date     Condition        Report By
 AJ2643  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2643  HISTORY     - 20030314 GOOD             TN1620
 AJ2643
 AJ2643                          STATION DESCRIPTION
 AJ2643
 AJ2643'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2643'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY, APPROXIMATELY
 AJ2643'1.20 MILES (1.93 KM) EAST OF MEMPHIS INTERNATIONAL AIRPORT AT THE
 AJ2643'MEDAL OF HONOR PARK.
 AJ2643'TO REACH THE STATION FROM THE INTERSECTION OF THE EAST END OF THE
 AJ2643'AIRPORT RUNWAY TUNNEL OVER WINCHESTER ROAD, PROCEED EAST ON WINCHESTER
 AJ2643'ROAD FOR APPROXIMATELY 1.20 MILES (1.93 KM) TO THE INTERSECTION OF NEW
 AJ2643'TCHULAHOMA ROAD.  TURN RIGHT AND CONTINUE SOUTH ON NEW TCHULAHOMA ROAD
 AJ2643'FOR APPROXIMATELY 0.20 MILES (0.32 KM) TO OAK LAKE LANE.  THE STATION
 AJ2643'IS ON THE LEFT.
 AJ2643'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2643'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2643'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 261.80 FEET (79.80 M)
 AJ2643'NORTHEAST OF THE NORTH CURBLINE OF OAK LAKE LANE, 42.70 FEET (13.01 M)
 AJ2643'NORTH OF A CONCRETE LIGHT POLE NO.  232937, 3.50 FEET (1.07 M) EAST OF
 AJ2643'THE EAST CURBLINE OF TCHULAHOMA ROAD.  THE CAP AND CONCRETE ARE SET
 AJ2643'FLUSH WITH THE GROUND.
 AJ2643
 AJ2643                          STATION RECOVERY (2003)
 AJ2643
 AJ2643'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0416 ***********************************************************************
 GC0416  DESIGNATION -  13.4
 GC0416  PID         -  GC0416
 GC0416  STATE/COUNTY-  TN/DAVIDSON
 GC0416  USGS QUAD   -  LA VERGNE (1983)
 GC0416
 GC0416                         *CURRENT SURVEY CONTROL
 GC0416  ___________________________________________________________________
 GC0416* NAD 83(1986)-  36 01 55.     (N)    086 37 09.     (W)     SCALED    
 GC0416* NAVD 88     -       187.662  (meters)     615.69   (feet)  ADJUSTED  
 GC0416  ___________________________________________________________________
 GC0416  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC0416  DYNAMIC HT  -         187.500 (meters)     615.16  (feet)  COMP
 GC0416  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GC0416
 GC0416  VERT ORDER  -  FIRST     CLASS II
 GC0416
 GC0416.The horizontal coordinates were scaled from a topographic map and have
 GC0416.an estimated accuracy of +/- 6 seconds.
 GC0416
 GC0416.The orthometric height was determined by differential leveling
 GC0416.and adjusted by the National Geodetic Survey in June 1991..
 GC0416
 GC0416.The geoid height was determined by GEOID03.
 GC0416
 GC0416.The dynamic height is computed by dividing the NAVD 88
 GC0416.geopotential number by the normal gravity value computed on the
 GC0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0416.degrees latitude (g = 980.6199 gals.).
 GC0416
 GC0416.The modeled gravity was interpolated from observed gravity values.
 GC0416
 GC0416;                    North         East    Units  Estimated Accuracy
 GC0416;SPC TN       -   188,640.      544,200.      MT  (+/- 180 meters Scaled)
 GC0416
 GC0416                          SUPERSEDED SURVEY CONTROL
 GC0416
 GC0416  NGVD 29 (??/??/92)  187.679  (m)          615.74   (f) ADJ UNCH    1 2
 GC0416
 GC0416.Superseded values are not recommended for survey control.
 GC0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0416.See file dsdata.txt to determine how the superseded data were derived.
 GC0416
 GC0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE343875(NAD 83)
 GC0416_MARKER: Z = SEE DESCRIPTION
 GC0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0416_SP_SET: CULVERT
 GC0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0416
 GC0416  HISTORY     - Date     Condition        Report By
 GC0416  HISTORY     - UNK      MONUMENTED       NCRR
 GC0416  HISTORY     - 1949     GOOD             NGS
 GC0416
 GC0416                          STATION DESCRIPTION
 GC0416
 GC0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0416'2.4 MI NW FROM LA VERGNE.
 GC0416'2.4 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0416'LOUIS RAILWAY FROM THE STATION AT LA VERGNE, AT TELEPHONE POLE
 GC0416'13/13, THE TOP OF THE NORTH CORNER OF THE NORTHWEST END OF THE
 GC0416'SOUTHWEST HEAD WALL OF A 3-FOOT CONCRETE CULVERT, 9.8 FEET SOUTHWEST
 GC0416'OF THE SOUTHWEST RAIL AND ABOUT 3 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2644 ***********************************************************************
 AJ2644  DESIGNATION -  134
 AJ2644  PID         -  AJ2644
 AJ2644  STATE/COUNTY-  TN/SHELBY
 AJ2644  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2644
 AJ2644                         *CURRENT SURVEY CONTROL
 AJ2644  ___________________________________________________________________
 AJ2644* NAD 83(1995)-  35 03 01.87714(N)    089 53 28.92307(W)     ADJUSTED  
 AJ2644* NAVD 88     -        87.22   (meters)     286.2    (feet)  LEVELING  
 AJ2644  ___________________________________________________________________
 AJ2644  X           -       9,910.848 (meters)                     COMP
 AJ2644  Y           -  -5,227,249.513 (meters)                     COMP
 AJ2644  Z           -   3,642,491.082 (meters)                     COMP
 AJ2644  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AJ2644  ELLIP HEIGHT-          59.77  (meters)          (04/26/01) GPS OBS
 AJ2644  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AJ2644
 AJ2644  HORZ ORDER  -  FIRST
 AJ2644  VERT ORDER  -  THIRD ?
 AJ2644  ELLP ORDER  -  FOURTH    CLASS I
 AJ2644
 AJ2644.The horizontal coordinates were established by GPS observations
 AJ2644.and adjusted by the National Geodetic Survey in April 2001..
 AJ2644
 AJ2644.The orthometric height was determined by differential leveling.
 AJ2644.The vertical network tie was performed by a horz. field party for horz.
 AJ2644.obs reductions. Reset procedures were used to establish the elevation.
 AJ2644
 AJ2644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2644
 AJ2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2644
 AJ2644.The ellipsoidal height was determined by GPS observations
 AJ2644.and is referenced to NAD 83.
 AJ2644
 AJ2644.The geoid height was determined by GEOID03.
 AJ2644
 AJ2644;                    North         East     Units Scale Factor Converg.
 AJ2644;SPC TN       -    86,630.650   245,061.581   MT  1.00004119   -2 16 41.4
 AJ2644;SPC TN       -   284,220.72    804,006.20   sFT  1.00004119   -2 16 41.4
 AJ2644;UTM  16      - 3,882,469.091   236,281.794   MT  1.00045722   -1 39 41.3
 AJ2644
 AJ2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2644!SPC TN       -   0.99999062  x   1.00004119  =   1.00003181
 AJ2644!UTM  16      -   0.99999062  x   1.00045722  =   1.00044783
 AJ2644
 AJ2644                          SUPERSEDED SURVEY CONTROL
 AJ2644
 AJ2644.No superseded survey control is available for this station.
 AJ2644
 AJ2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3628282469(NAD 83)
 AJ2644_MARKER: DD = SURVEY DISK
 AJ2644_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2644+WITH SETTING: INFORMATION.
 AJ2644_STAMPING: 134
 AJ2644_MARK LOGO: MLGW  
 AJ2644_PROJECTION: FLUSH
 AJ2644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2644+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 AJ2644_ROD/PIPE-DEPTH:  0.8 meters
 AJ2644
 AJ2644  HISTORY     - Date     Condition        Report By
 AJ2644  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2644  HISTORY     - 20030326 GOOD             TN1620
 AJ2644
 AJ2644                          STATION DESCRIPTION
 AJ2644
 AJ2644'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2644'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2644'1.50 MILES (2.41 KM) NORTH OF MOONEY CITY PARK IN THE HICKORY HILL
 AJ2644'COMMUNITY.
 AJ2644'TO REACH THE STATION FROM THE INTERSECTION OF WINCHESTER ROAD AND
 AJ2644'MENDENHALL ROAD, PROCEED WEST ON WINCHESTER ROAD 0.30 MILES (0.48 KM)
 AJ2644'TO CASTLEMAN STREET.  THE STATION IS ON THE LEFT.
 AJ2644'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2644'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2644'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE SOUTHEAST CORNER
 AJ2644'OF WINCHESTER ROAD AND CASTLEMAN STREET, 83.50 FEET (25.45 M) EAST OF
 AJ2644'THE EAST CURB LINE OF CASTLEMAN STREET, 34.80 FEET (10.61 M) SOUTHEAST
 AJ2644'OF A WOOD POWER POLE NO.  194029, 8.50 FEET (2.59 M) WEST OF A CABLE
 AJ2644'TV BOX, 2.50 FEET (0.76 M) SOUTH OF THE SOUTH BACK OF SIDEWALK ON
 AJ2644'WINCHESTER ROAD.  THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.
 AJ2644'THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2644
 AJ2644                          STATION RECOVERY (2003)
 AJ2644
 AJ2644'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1867 ***********************************************************************
 GB1867  DESIGNATION -  135 1
 GB1867  PID         -  GB1867
 GB1867  STATE/COUNTY-  TN/PUTNAM
 GB1867  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1867
 GB1867                         *CURRENT SURVEY CONTROL
 GB1867  ___________________________________________________________________
 GB1867* NAD 83(1986)-  36 11 20.     (N)    085 30 30.     (W)     SCALED    
 GB1867* NAVD 88     -       348.856  (meters)    1144.54   (feet)  ADJUSTED  
 GB1867  ___________________________________________________________________
 GB1867  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB1867  DYNAMIC HT  -         348.545 (meters)    1143.52  (feet)  COMP
 GB1867  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 GB1867
 GB1867  VERT ORDER  -  SECOND    CLASS 0
 GB1867
 GB1867.The horizontal coordinates were scaled from a topographic map and have
 GB1867.an estimated accuracy of +/- 6 seconds.
 GB1867
 GB1867.The orthometric height was determined by differential leveling
 GB1867.and adjusted by the National Geodetic Survey in June 1991..
 GB1867
 GB1867.The geoid height was determined by GEOID03.
 GB1867
 GB1867.The dynamic height is computed by dividing the NAVD 88
 GB1867.geopotential number by the normal gravity value computed on the
 GB1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1867.degrees latitude (g = 980.6199 gals.).
 GB1867
 GB1867.The modeled gravity was interpolated from observed gravity values.
 GB1867
 GB1867;                    North         East    Units  Estimated Accuracy
 GB1867;SPC TN       -   205,990.      644,220.      MT  (+/- 180 meters Scaled)
 GB1867
 GB1867                          SUPERSEDED SURVEY CONTROL
 GB1867
 GB1867  NGVD 29 (??/??/92)  348.935  (m)         1144.80   (f) ADJ UNCH    2 0
 GB1867
 GB1867.Superseded values are not recommended for survey control.
 GB1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1867.See file dsdata.txt to determine how the superseded data were derived.
 GB1867
 GB1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF341059(NAD 83)
 GB1867_MARKER: DD = SURVEY DISK
 GB1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1867_STAMPING: 135-1 1966
 GB1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1867+STABILITY: SURFACE MOTION
 GB1867
 GB1867  HISTORY     - Date     Condition        Report By
 GB1867  HISTORY     - 1966     MONUMENTED       TNHD
 GB1867
 GB1867                          STATION DESCRIPTION
 GB1867
 GB1867'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1867'2 MI N FROM COOKEVILLE.
 GB1867'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1867'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1867'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR
 GB1867'1.9 MILES TO THE MARK ON THE RIGHT, 49 FEET NORTHWEST OF THE
 GB1867'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 14 FEET EAST OF
 GB1867'THE APPROXIMATE CENTER OF STATE ROUTE 135, 4 FEET SOUTH OF A
 GB1867'UTILITY POLE AND 2.3 FEET SOUTHWEST OF A METAL WITNESS POST AND
 GB1867'SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1867'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1868 ***********************************************************************
 GB1868  DESIGNATION -  135 2
 GB1868  PID         -  GB1868
 GB1868  STATE/COUNTY-  TN/PUTNAM
 GB1868  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1868
 GB1868                         *CURRENT SURVEY CONTROL
 GB1868  ___________________________________________________________________
 GB1868* NAD 83(1986)-  36 12 05.     (N)    085 30 42.     (W)     SCALED    
 GB1868* NAVD 88     -       347.323  (meters)    1139.51   (feet)  ADJUSTED  
 GB1868  ___________________________________________________________________
 GB1868  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GB1868  DYNAMIC HT  -         347.014 (meters)    1138.50  (feet)  COMP
 GB1868  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 GB1868
 GB1868  VERT ORDER  -  SECOND    CLASS 0
 GB1868
 GB1868.The horizontal coordinates were scaled from a topographic map and have
 GB1868.an estimated accuracy of +/- 6 seconds.
 GB1868
 GB1868.The orthometric height was determined by differential leveling
 GB1868.and adjusted by the National Geodetic Survey in June 1991..
 GB1868
 GB1868.The geoid height was determined by GEOID03.
 GB1868
 GB1868.The dynamic height is computed by dividing the NAVD 88
 GB1868.geopotential number by the normal gravity value computed on the
 GB1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1868.degrees latitude (g = 980.6199 gals.).
 GB1868
 GB1868.The modeled gravity was interpolated from observed gravity values.
 GB1868
 GB1868;                    North         East    Units  Estimated Accuracy
 GB1868;SPC TN       -   207,370.      643,920.      MT  (+/- 180 meters Scaled)
 GB1868
 GB1868                          SUPERSEDED SURVEY CONTROL
 GB1868
 GB1868  NGVD 29 (??/??/92)  347.403  (m)         1139.77   (f) ADJ UNCH    2 0
 GB1868
 GB1868.Superseded values are not recommended for survey control.
 GB1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1868.See file dsdata.txt to determine how the superseded data were derived.
 GB1868
 GB1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF338073(NAD 83)
 GB1868_MARKER: DD = SURVEY DISK
 GB1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1868_STAMPING: 135-2 1966
 GB1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1868+STABILITY: SURFACE MOTION
 GB1868
 GB1868  HISTORY     - Date     Condition        Report By
 GB1868  HISTORY     - 1966     MONUMENTED       TNHD
 GB1868
 GB1868                          STATION DESCRIPTION
 GB1868
 GB1868'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1868'3 MI N FROM COOKEVILLE.
 GB1868'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1868'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1868'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 2.8
 GB1868'MILES TO THE MARK ON THE RIGHT, 67 FEET NORTHEAST OF THE
 GB1868'APPROXIMATE CENTER OF A GRAVELED DRIVE, 51 FEET SOUTH OF AN
 GB1868'18-INCH, FORKED TRUNKED, LOCUST TREE, 44 FEET EAST OF A POWER
 GB1868'LINE POLE, 17 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB1868'ROUTE 135 AND 2.4 FEET WEST OF A METAL WITNESS POST AND SIGN.
 GB1868'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1868'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1869 ***********************************************************************
 GB1869  DESIGNATION -  135 3
 GB1869  PID         -  GB1869
 GB1869  STATE/COUNTY-  TN/PUTNAM
 GB1869  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1869
 GB1869                         *CURRENT SURVEY CONTROL
 GB1869  ___________________________________________________________________
 GB1869* NAD 83(1986)-  36 12 36.     (N)    085 30 40.     (W)     SCALED    
 GB1869* NAVD 88     -       319.081  (meters)    1046.85   (feet)  ADJUSTED  
 GB1869  ___________________________________________________________________
 GB1869  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GB1869  DYNAMIC HT  -         318.796 (meters)    1045.92  (feet)  COMP
 GB1869  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GB1869
 GB1869  VERT ORDER  -  SECOND    CLASS 0
 GB1869
 GB1869.The horizontal coordinates were scaled from a topographic map and have
 GB1869.an estimated accuracy of +/- 6 seconds.
 GB1869
 GB1869.The orthometric height was determined by differential leveling
 GB1869.and adjusted by the National Geodetic Survey in June 1991..
 GB1869
 GB1869.The geoid height was determined by GEOID03.
 GB1869
 GB1869.The dynamic height is computed by dividing the NAVD 88
 GB1869.geopotential number by the normal gravity value computed on the
 GB1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1869.degrees latitude (g = 980.6199 gals.).
 GB1869
 GB1869.The modeled gravity was interpolated from observed gravity values.
 GB1869
 GB1869;                    North         East    Units  Estimated Accuracy
 GB1869;SPC TN       -   208,330.      643,960.      MT  (+/- 180 meters Scaled)
 GB1869
 GB1869                          SUPERSEDED SURVEY CONTROL
 GB1869
 GB1869  NGVD 29 (??/??/92)  319.159  (m)         1047.11   (f) ADJ UNCH    2 0
 GB1869
 GB1869.Superseded values are not recommended for survey control.
 GB1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1869.See file dsdata.txt to determine how the superseded data were derived.
 GB1869
 GB1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF338082(NAD 83)
 GB1869_MARKER: DD = SURVEY DISK
 GB1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1869_STAMPING: 135-3 1966
 GB1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1869+STABILITY: SURFACE MOTION
 GB1869
 GB1869  HISTORY     - Date     Condition        Report By
 GB1869  HISTORY     - 1966     MONUMENTED       TNHD
 GB1869
 GB1869                          STATION DESCRIPTION
 GB1869
 GB1869'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1869'3.5 MI N FROM COOKEVILLE.
 GB1869'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1869'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1869'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.4
 GB1869'MILES TO THE MARK ON THE RIGHT, AT THE NORTHWEST CORNER OF A
 GB1869'CEMETERY, 63 FEET NORTH OF THE APPROXIMATE CENTER OF THE NORTH
 GB1869'ENTRANCE DRIVE TO THE CEMETERY, 44 FEET NORTH OF A 16-INCH
 GB1869'MAPLE TREE, 19 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB1869'ROUTE 135 AND 2 FEET SOUTH OF A SOUTHWEST FENCE CORNER.  THE
 GB1869'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1869'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1874 ***********************************************************************
 GB1874  DESIGNATION -  135 4
 GB1874  PID         -  GB1874
 GB1874  STATE/COUNTY-  TN/PUTNAM
 GB1874  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1874
 GB1874                         *CURRENT SURVEY CONTROL
 GB1874  ___________________________________________________________________
 GB1874* NAD 83(1986)-  36 12 57.     (N)    085 32 01.     (W)     SCALED    
 GB1874* NAVD 88     -       318.659  (meters)    1045.47   (feet)  ADJUSTED  
 GB1874  ___________________________________________________________________
 GB1874  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GB1874  DYNAMIC HT  -         318.375 (meters)    1044.54  (feet)  COMP
 GB1874  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GB1874
 GB1874  VERT ORDER  -  SECOND    CLASS 0
 GB1874
 GB1874.The horizontal coordinates were scaled from a topographic map and have
 GB1874.an estimated accuracy of +/- 6 seconds.
 GB1874
 GB1874.The orthometric height was determined by differential leveling
 GB1874.and adjusted by the National Geodetic Survey in June 1991..
 GB1874
 GB1874.The geoid height was determined by GEOID03.
 GB1874
 GB1874.The dynamic height is computed by dividing the NAVD 88
 GB1874.geopotential number by the normal gravity value computed on the
 GB1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1874.degrees latitude (g = 980.6199 gals.).
 GB1874
 GB1874.The modeled gravity was interpolated from observed gravity values.
 GB1874
 GB1874;                    North         East    Units  Estimated Accuracy
 GB1874;SPC TN       -   208,960.      641,940.      MT  (+/- 180 meters Scaled)
 GB1874
 GB1874                          SUPERSEDED SURVEY CONTROL
 GB1874
 GB1874  NGVD 29 (??/??/92)  318.738  (m)         1045.73   (f) ADJ UNCH    2 0
 GB1874
 GB1874.Superseded values are not recommended for survey control.
 GB1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1874.See file dsdata.txt to determine how the superseded data were derived.
 GB1874
 GB1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF318088(NAD 83)
 GB1874_MARKER: DD = SURVEY DISK
 GB1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1874_STAMPING: 135-4 1966
 GB1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1874+STABILITY: SURFACE MOTION
 GB1874
 GB1874  HISTORY     - Date     Condition        Report By
 GB1874  HISTORY     - 1966     MONUMENTED       TNHD
 GB1874
 GB1874                          STATION DESCRIPTION
 GB1874
 GB1874'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1874'4 MI N FROM COOKEVILLE.
 GB1874'FROM THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE, GO WESTERLY FOR
 GB1874'0.1 MILE TO STATE ROUTE 135 (DIXIE AVENUE), TURN RIGHT AND GO
 GB1874'NORTHERLY ON STATE ROUTE 135 FOR 3.5 MILES TO A PAVED ROAD ON
 GB1874'THE LEFT, TURN LEFT, WEST AND GO 0.95 MILE ON THE PAVED ROAD TO A
 GB1874'FORK, KEEP RIGHT AND GO 0.6 MILE TO THE MARK ON THE RIGHT, 56
 GB1874'FEET NORTHEAST OF A GUYED, POWERLINE, TRANSFORMER POLE, 51 FEET
 GB1874'EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 24 FEET
 GB1874'NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND 1.4
 GB1874'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  THE DISK IS
 GB1874'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1875 ***********************************************************************
 GB1875  DESIGNATION -  135 5
 GB1875  PID         -  GB1875
 GB1875  STATE/COUNTY-  TN/PUTNAM
 GB1875  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1875
 GB1875                         *CURRENT SURVEY CONTROL
 GB1875  ___________________________________________________________________
 GB1875* NAD 83(1986)-  36 13 26.     (N)    085 32 40.     (W)     SCALED    
 GB1875* NAVD 88     -       303.650  (meters)     996.23   (feet)  ADJUSTED  
 GB1875  ___________________________________________________________________
 GB1875  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB1875  DYNAMIC HT  -         303.380 (meters)     995.34  (feet)  COMP
 GB1875  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GB1875
 GB1875  VERT ORDER  -  SECOND    CLASS 0
 GB1875
 GB1875.The horizontal coordinates were scaled from a topographic map and have
 GB1875.an estimated accuracy of +/- 6 seconds.
 GB1875
 GB1875.The orthometric height was determined by differential leveling
 GB1875.and adjusted by the National Geodetic Survey in June 1991..
 GB1875
 GB1875.The geoid height was determined by GEOID03.
 GB1875
 GB1875.The dynamic height is computed by dividing the NAVD 88
 GB1875.geopotential number by the normal gravity value computed on the
 GB1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1875.degrees latitude (g = 980.6199 gals.).
 GB1875
 GB1875.The modeled gravity was interpolated from observed gravity values.
 GB1875
 GB1875;                    North         East    Units  Estimated Accuracy
 GB1875;SPC TN       -   209,850.      640,960.      MT  (+/- 180 meters Scaled)
 GB1875
 GB1875                          SUPERSEDED SURVEY CONTROL
 GB1875
 GB1875  NGVD 29 (??/??/92)  303.730  (m)          996.49   (f) ADJ UNCH    2 0
 GB1875
 GB1875.Superseded values are not recommended for survey control.
 GB1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1875.See file dsdata.txt to determine how the superseded data were derived.
 GB1875
 GB1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF308097(NAD 83)
 GB1875_MARKER: DD = SURVEY DISK
 GB1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1875_STAMPING: 135-5 1966
 GB1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1875+STABILITY: SURFACE MOTION
 GB1875
 GB1875  HISTORY     - Date     Condition        Report By
 GB1875  HISTORY     - 1966     MONUMENTED       TNHD
 GB1875
 GB1875                          STATION DESCRIPTION
 GB1875
 GB1875'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1875'5 MI N FROM COOKEVILLE.
 GB1875'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1875'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1875'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1875'MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST, AND GO 0.95 MILE
 GB1875'ON THE PAVED ROAD ON THE LEFT, TURN LEFT, WEST, AND GO 0.95 MILE
 GB1875'ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 1.5 MILES ON THE
 GB1875'PAVED ROAD TO KNIGHTS CHAPEL BAPTIST CHURCH AND THE MARK ON
 GB1875'THE RIGHT, 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB1875'CHURCH BUILDING, 45 FEET NORTHEAST OF A UTILITY POLE, 27 FEET
 GB1875'EAST OF THE APPROXIMATE CENTER OF A PAVED ROAD NORTH AND 22
 GB1875'FEET NORTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD.  THE
 GB1875'DISK IS SET IN THE TOP OF A 10-INCH ROUND, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1880 ***********************************************************************
 GB1880  DESIGNATION -  135 6
 GB1880  PID         -  GB1880
 GB1880  STATE/COUNTY-  TN/JACKSON
 GB1880  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1880
 GB1880                         *CURRENT SURVEY CONTROL
 GB1880  ___________________________________________________________________
 GB1880* NAD 83(1986)-  36 13 18.     (N)    085 34 15.     (W)     SCALED    
 GB1880* NAVD 88     -       278.375  (meters)     913.30   (feet)  ADJUSTED  
 GB1880  ___________________________________________________________________
 GB1880  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB1880  DYNAMIC HT  -         278.126 (meters)     912.49  (feet)  COMP
 GB1880  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GB1880
 GB1880  VERT ORDER  -  SECOND    CLASS 0
 GB1880
 GB1880.The horizontal coordinates were scaled from a topographic map and have
 GB1880.an estimated accuracy of +/- 6 seconds.
 GB1880
 GB1880.The orthometric height was determined by differential leveling
 GB1880.and adjusted by the National Geodetic Survey in June 1991..
 GB1880
 GB1880.The geoid height was determined by GEOID03.
 GB1880
 GB1880.The dynamic height is computed by dividing the NAVD 88
 GB1880.geopotential number by the normal gravity value computed on the
 GB1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1880.degrees latitude (g = 980.6199 gals.).
 GB1880
 GB1880.The modeled gravity was interpolated from observed gravity values.
 GB1880
 GB1880;                    North         East    Units  Estimated Accuracy
 GB1880;SPC TN       -   209,600.      638,590.      MT  (+/- 180 meters Scaled)
 GB1880
 GB1880                          SUPERSEDED SURVEY CONTROL
 GB1880
 GB1880  NGVD 29 (??/??/92)  278.456  (m)          913.57   (f) ADJ UNCH    2 0
 GB1880
 GB1880.Superseded values are not recommended for survey control.
 GB1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1880.See file dsdata.txt to determine how the superseded data were derived.
 GB1880
 GB1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF284094(NAD 83)
 GB1880_MARKER: DD = SURVEY DISK
 GB1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1880_STAMPING: 135-6 1966
 GB1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1880+STABILITY: SURFACE MOTION
 GB1880
 GB1880  HISTORY     - Date     Condition        Report By
 GB1880  HISTORY     - 1966     MONUMENTED       TNHD
 GB1880
 GB1880                          STATION DESCRIPTION
 GB1880
 GB1880'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1880'5.5 MI NW FROM COOKEVILLE.
 GB1880'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1880'COOKESVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1880'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1880'MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST, AND GO 0.95
 GB1880'MILE ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 2.7 MILES TO THE
 GB1880'INTERSECTION OF OLD GAINESBORO ROAD AND A CEMETERY IN THE NORTHWEST
 GB1880'ANGLE.  CONTINUE STRAIGHT AHEAD WESTERLY ON OLD GAINESBORO ROAD
 GB1880'FOR 0.4 MILE TO THE MARK ON THE LEFT, 53 FEET WEST OF A 16-INCH
 GB1880'APPLE TREE, 21 FEET EAST OF AN 8-INCH WALNUT TREE, 16 FEET SOUTH
 GB1880'OF THE APPROXIMATE CENTER OF OLD GAINESBORO ROAD AND 1.3 FEET
 GB1880'NORTH OF A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE
 GB1880'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1881 ***********************************************************************
 GB1881  DESIGNATION -  135 7
 GB1881  PID         -  GB1881
 GB1881  STATE/COUNTY-  TN/PUTNAM
 GB1881  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1881
 GB1881                         *CURRENT SURVEY CONTROL
 GB1881  ___________________________________________________________________
 GB1881* NAD 83(1986)-  36 13 31.     (N)    085 35 09.     (W)     SCALED    
 GB1881* NAVD 88     -       302.940  (meters)     993.90   (feet)  ADJUSTED  
 GB1881  ___________________________________________________________________
 GB1881  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GB1881  DYNAMIC HT  -         302.670 (meters)     993.01  (feet)  COMP
 GB1881  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 GB1881
 GB1881  VERT ORDER  -  SECOND    CLASS 0
 GB1881
 GB1881.The horizontal coordinates were scaled from a topographic map and have
 GB1881.an estimated accuracy of +/- 6 seconds.
 GB1881
 GB1881.The orthometric height was determined by differential leveling
 GB1881.and adjusted by the National Geodetic Survey in June 1991..
 GB1881
 GB1881.The geoid height was determined by GEOID03.
 GB1881
 GB1881.The dynamic height is computed by dividing the NAVD 88
 GB1881.geopotential number by the normal gravity value computed on the
 GB1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1881.degrees latitude (g = 980.6199 gals.).
 GB1881
 GB1881.The modeled gravity was interpolated from observed gravity values.
 GB1881
 GB1881;                    North         East    Units  Estimated Accuracy
 GB1881;SPC TN       -   209,990.      637,240.      MT  (+/- 180 meters Scaled)
 GB1881
 GB1881                          SUPERSEDED SURVEY CONTROL
 GB1881
 GB1881  NGVD 29 (??/??/92)  303.020  (m)          994.16   (f) ADJ UNCH    2 0
 GB1881
 GB1881.Superseded values are not recommended for survey control.
 GB1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1881.See file dsdata.txt to determine how the superseded data were derived.
 GB1881
 GB1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF270098(NAD 83)
 GB1881_MARKER: DD = SURVEY DISK
 GB1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1881_STAMPING: 135-7 1966
 GB1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1881+STABILITY: SURFACE MOTION
 GB1881
 GB1881  HISTORY     - Date     Condition        Report By
 GB1881  HISTORY     - 1966     MONUMENTED       TNHD
 GB1881
 GB1881                          STATION DESCRIPTION
 GB1881
 GB1881'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1881'6.5 MI NW FROM COOKEVILLE.
 GB1881'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1881'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1881'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1881'MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 0.95
 GB1881'MILE ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 2.7 MILES TO
 GB1881'THE INTERSECTION OF OLD GAINESBORO ROAD AND A CEMETERY IN THE
 GB1881'NORTHWEST ANGLE.  CONTINUE STRAIGHT AHEAD, WESTERLY, ON OLD
 GB1881'GAINESBORO ROAD FOR 1.3 MILES TO THE MARK ON THE RIGHT, ABOUT
 GB1881'150 FEET EAST OF A CREST IN THE ROAD, 19 FEET NORTH OF THE
 GB1881'APPROXIMATE CENTER OF OLD GAINESBORO ROAD, 1.2 FEET SOUTH OF A
 GB1881'METAL WITNESS POST AND SIGN AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 GB1881'DISK IS SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE
 GB1881'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1882 ***********************************************************************
 GB1882  DESIGNATION -  135 8
 GB1882  PID         -  GB1882
 GB1882  STATE/COUNTY-  TN/PUTNAM
 GB1882  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1882
 GB1882                         *CURRENT SURVEY CONTROL
 GB1882  ___________________________________________________________________
 GB1882* NAD 83(1986)-  36 14 03.     (N)    085 35 51.     (W)     SCALED    
 GB1882* NAVD 88     -       306.539  (meters)    1005.70   (feet)  ADJUSTED  
 GB1882  ___________________________________________________________________
 GB1882  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB1882  DYNAMIC HT  -         306.266 (meters)    1004.81  (feet)  COMP
 GB1882  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 GB1882
 GB1882  VERT ORDER  -  SECOND    CLASS 0
 GB1882
 GB1882.The horizontal coordinates were scaled from a topographic map and have
 GB1882.an estimated accuracy of +/- 6 seconds.
 GB1882
 GB1882.The orthometric height was determined by differential leveling
 GB1882.and adjusted by the National Geodetic Survey in June 1991..
 GB1882
 GB1882.The geoid height was determined by GEOID03.
 GB1882
 GB1882.The dynamic height is computed by dividing the NAVD 88
 GB1882.geopotential number by the normal gravity value computed on the
 GB1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1882.degrees latitude (g = 980.6199 gals.).
 GB1882
 GB1882.The modeled gravity was interpolated from observed gravity values.
 GB1882
 GB1882;                    North         East    Units  Estimated Accuracy
 GB1882;SPC TN       -   210,970.      636,180.      MT  (+/- 180 meters Scaled)
 GB1882
 GB1882                          SUPERSEDED SURVEY CONTROL
 GB1882
 GB1882  NGVD 29 (??/??/92)  306.617  (m)         1005.96   (f) ADJ UNCH    2 0
 GB1882
 GB1882.Superseded values are not recommended for survey control.
 GB1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1882.See file dsdata.txt to determine how the superseded data were derived.
 GB1882
 GB1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF260108(NAD 83)
 GB1882_MARKER: DD = SURVEY DISK
 GB1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1882_STAMPING: 135-8 1966
 GB1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1882+STABILITY: SURFACE MOTION
 GB1882
 GB1882  HISTORY     - Date     Condition        Report By
 GB1882  HISTORY     - 1966     MONUMENTED       TNHD
 GB1882
 GB1882                          STATION DESCRIPTION
 GB1882
 GB1882'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1882'7 MI NW FROM COOKEVILLE.
 GB1882'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1882'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1882'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1882'MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 0.95
 GB1882'MILE ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 2.7 MILES TO
 GB1882'THE INTERSECTION OF OLD GAINESBORO ROAD AND A CEMETERY IN THE
 GB1882'NORTHWEST ANGLE.  CONTINUE STRAIGHT AHEAD, WESTERLY, ON OLD
 GB1882'GAINESBORO ROAD FOR 2.3 MILES TO THE MARK ON THE RIGHT, 16 FEET
 GB1882'NORTHEAST OF THE APPROXIMATE CENTER OF OLD GAINESBORO ROAD, 4 FEET
 GB1882'SOUTHWEST OF A FENCE CORNER AND 3.0 FEET SOUTHWEST OF A METAL
 GB1882'WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1882'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1883 ***********************************************************************
 GB1883  DESIGNATION -  135 8 A
 GB1883  PID         -  GB1883
 GB1883  STATE/COUNTY-  TN/JACKSON
 GB1883  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1883
 GB1883                         *CURRENT SURVEY CONTROL
 GB1883  ___________________________________________________________________
 GB1883* NAD 83(1986)-  36 14 36.     (N)    085 35 44.     (W)     SCALED    
 GB1883* NAVD 88     -       309.050  (meters)    1013.94   (feet)  ADJUSTED  
 GB1883  ___________________________________________________________________
 GB1883  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB1883  DYNAMIC HT  -         308.774 (meters)    1013.04  (feet)  COMP
 GB1883  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GB1883
 GB1883  VERT ORDER  -  SECOND    CLASS 0
 GB1883
 GB1883.The horizontal coordinates were scaled from a topographic map and have
 GB1883.an estimated accuracy of +/- 6 seconds.
 GB1883
 GB1883.The orthometric height was determined by differential leveling
 GB1883.and adjusted by the National Geodetic Survey in June 1991..
 GB1883
 GB1883.The geoid height was determined by GEOID03.
 GB1883
 GB1883.The dynamic height is computed by dividing the NAVD 88
 GB1883.geopotential number by the normal gravity value computed on the
 GB1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1883.degrees latitude (g = 980.6199 gals.).
 GB1883
 GB1883.The modeled gravity was interpolated from observed gravity values.
 GB1883
 GB1883;                    North         East    Units  Estimated Accuracy
 GB1883;SPC TN       -   211,990.      636,350.      MT  (+/- 180 meters Scaled)
 GB1883
 GB1883                          SUPERSEDED SURVEY CONTROL
 GB1883
 GB1883  NGVD 29 (??/??/??)  309.18   (m)         1014.4    (f) RESET       3  
 GB1883
 GB1883.Superseded values are not recommended for survey control.
 GB1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1883.See file dsdata.txt to determine how the superseded data were derived.
 GB1883
 GB1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF261118(NAD 83)
 GB1883_MARKER: DD = SURVEY DISK
 GB1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1883_STAMPING: 135-8A 1966
 GB1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1883+STABILITY: SURFACE MOTION
 GB1883
 GB1883  HISTORY     - Date     Condition        Report By
 GB1883  HISTORY     - 1966     MONUMENTED       TNHD
 GB1883
 GB1883                          STATION DESCRIPTION
 GB1883
 GB1883'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1883'7.5 MI NW FROM COOKEVILLE.
 GB1883'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1883'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1883'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1883'MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 0.95
 GB1883'MILE ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 2.7 MILES
 GB1883'TO THE INTERSECTION OF OLD GAINESBORO ROAD FOR 2.5 MILES TO A
 GB1883'PAVED ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY ON THE
 GB1883'PAVED ROAD FOR 0.5 MILE TO A HOUSE AND THE MARK ON THE RIGHT, 100
 GB1883'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE TO THE
 GB1883'HOUSE, 26 FEET EAST OF THE PAVED ROAD, 10 FEET WEST OF A WIRE
 GB1883'FENCE AND 4.8 FEET WEST OF A METAL WITNESS POST AND SIGN.  THE
 GB1883'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1883'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1888 ***********************************************************************
 GB1888  DESIGNATION -  135 9
 GB1888  PID         -  GB1888
 GB1888  STATE/COUNTY-  TN/JACKSON
 GB1888  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1888
 GB1888                         *CURRENT SURVEY CONTROL
 GB1888  ___________________________________________________________________
 GB1888* NAD 83(1986)-  36 14 37.     (N)    085 36 41.     (W)     SCALED    
 GB1888* NAVD 88     -       308.811  (meters)    1013.16   (feet)  ADJUSTED  
 GB1888  ___________________________________________________________________
 GB1888  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB1888  DYNAMIC HT  -         308.536 (meters)    1012.26  (feet)  COMP
 GB1888  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 GB1888
 GB1888  VERT ORDER  -  SECOND    CLASS 0
 GB1888
 GB1888.The horizontal coordinates were scaled from a topographic map and have
 GB1888.an estimated accuracy of +/- 6 seconds.
 GB1888
 GB1888.The orthometric height was determined by differential leveling
 GB1888.and adjusted by the National Geodetic Survey in June 1991..
 GB1888
 GB1888.The geoid height was determined by GEOID03.
 GB1888
 GB1888.The dynamic height is computed by dividing the NAVD 88
 GB1888.geopotential number by the normal gravity value computed on the
 GB1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1888.degrees latitude (g = 980.6199 gals.).
 GB1888
 GB1888.The modeled gravity was interpolated from observed gravity values.
 GB1888
 GB1888;                    North         East    Units  Estimated Accuracy
 GB1888;SPC TN       -   212,020.      634,930.      MT  (+/- 180 meters Scaled)
 GB1888
 GB1888                          SUPERSEDED SURVEY CONTROL
 GB1888
 GB1888  NGVD 29 (??/??/92)  308.890  (m)         1013.42   (f) ADJ UNCH    2 0
 GB1888
 GB1888.Superseded values are not recommended for survey control.
 GB1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1888.See file dsdata.txt to determine how the superseded data were derived.
 GB1888
 GB1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF247118(NAD 83)
 GB1888_MARKER: DD = SURVEY DISK
 GB1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1888_STAMPING: 135-9 1966
 GB1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1888+STABILITY: SURFACE MOTION
 GB1888
 GB1888  HISTORY     - Date     Condition        Report By
 GB1888  HISTORY     - 1966     MONUMENTED       TNHD
 GB1888
 GB1888                          STATION DESCRIPTION
 GB1888
 GB1888'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1888'8.5 MI NW FROM COOKEVILLE.
 GB1888'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1888'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1888'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 3.5
 GB1888'MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 0.95
 GB1888'MILE ON THE PAVED ROAD TO A FORK, KEEP RIGHT AND GO 2.7 MILES
 GB1888'TO THE INTERSECTION OF OLD GAINESBORO ROAD AND A CEMETERY IN THE
 GB1888'NORTHWEST ANGLE.  CONTINUE STRAIGHT AHEAD, WESTERLY, ON OLD
 GB1888'GAINESBORO ROAD FOR 3.4 MILES TO A FRAME HOUSE AND THE MARK ON
 GB1888'THE RIGHT, 100 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 GB1888'65 FEET NORTH OF A POWER LINE POLE, 25 FEET WEST OF A UTILITY
 GB1888'POLE, 16 FEET NORTHEAST OF THE APPROXIMATE CENTER OF OLD GAINESBORO
 GB1888'ROAD AND 1.6 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 GB1888'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1888'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1878 ***********************************************************************
 GA1878  DESIGNATION -  1351
 GA1878  PID         -  GA1878
 GA1878  STATE/COUNTY-  TN/HAMBLEN
 GA1878  USGS QUAD   -  MORRISTOWN (1979)
 GA1878
 GA1878                         *CURRENT SURVEY CONTROL
 GA1878  ___________________________________________________________________
 GA1878* NAD 83(1986)-  36 12 45.     (N)    083 17 56.     (W)     SCALED    
 GA1878* NAVD 88     -       411.288  (meters)    1349.37   (feet)  ADJUSTED  
 GA1878  ___________________________________________________________________
 GA1878  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1878  DYNAMIC HT  -         410.909 (meters)    1348.12  (feet)  COMP
 GA1878  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA1878
 GA1878  VERT ORDER  -  FIRST     CLASS I
 GA1878
 GA1878.The horizontal coordinates were scaled from a topographic map and have
 GA1878.an estimated accuracy of +/- 6 seconds.
 GA1878
 GA1878.The orthometric height was determined by differential leveling
 GA1878.and adjusted by the National Geodetic Survey in June 1991..
 GA1878
 GA1878.The geoid height was determined by GEOID03.
 GA1878
 GA1878.The dynamic height is computed by dividing the NAVD 88
 GA1878.geopotential number by the normal gravity value computed on the
 GA1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1878.degrees latitude (g = 980.6199 gals.).
 GA1878
 GA1878.The modeled gravity was interpolated from observed gravity values.
 GA1878
 GA1878;                    North         East    Units  Estimated Accuracy
 GA1878;SPC TN       -   211,850.      842,850.      MT  (+/- 180 meters Scaled)
 GA1878
 GA1878                          SUPERSEDED SURVEY CONTROL
 GA1878
 GA1878  NGVD 29 (??/??/92)  411.416  (m)         1349.79   (f) ADJ UNCH    1 1
 GA1878
 GA1878.Superseded values are not recommended for survey control.
 GA1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1878.See file dsdata.txt to determine how the superseded data were derived.
 GA1878
 GA1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA933099(NAD 83)
 GA1878_MARKER: DD = SURVEY DISK
 GA1878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1878_SP_SET: BUILDING
 GA1878_STAMPING: 1350.158 FT MC
 GA1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1878
 GA1878  HISTORY     - Date     Condition        Report By
 GA1878  HISTORY     - UNK      MONUMENTED       USGS
 GA1878  HISTORY     - 1967     GOOD             NGS
 GA1878  HISTORY     - 20050526 GOOD             USPSQD
 GA1878
 GA1878                          STATION DESCRIPTION
 GA1878
 GA1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1878'0.2 MI SW FROM MORRISTOWN.
 GA1878'ABOUT 0.25 MILE SOUTHWEST ALONG WEST FIRST NORTH STREET, WHICH
 GA1878'IS U.S. HIGHWAY 11 E, FROM THE HENRY STREET STATION POST OFFICE
 GA1878'AT MORRISTOWN, AT THE NORTHWEST SIDE OF THE HAMBLEN COUNTY
 GA1878'COURT HOUSE, A U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY
 GA1878'IN THE NORTHWEST FACE OF THE CORNERSTONE AT THE NORTHEAST
 GA1878'CORNER OF AN OLDER PORTION OF THE BUILDING, 97 FEET SOUTHWEST
 GA1878'OF THE CENTERLINE OF NORTH JACKSON STREET, 74 FEET SOUTHEAST
 GA1878'OF THE CENTERLINE OF WEST SECOND NORTH STREET, 22.7 FEET SOUTHWEST
 GA1878'OF THE NORTH CORNER OF THE BUILDING, 7.7 FEET SOUTHWEST OF THE
 GA1878'SOUTHWEST EDGE OF A WINDOW WELL, AND ABOUT 10 INCHES ABOVE THE
 GA1878'LEVEL OF THE GROUND.  NOTE-- 1350.158 FT MC HAS BEEN STAMPED
 GA1878'OVER THE OLDER STAMPING 1351 FEET M.C. WHICH IS PARTIALLY LEGIBLE.
 GA1878
 GA1878                          STATION RECOVERY (2005)
 GA1878
 GA1878'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 GA1878'MARKER IS PAINTED OVER IN THE CREAM COLOR OF THE BUILDING
 GA1878'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0417 ***********************************************************************
 GC0417  DESIGNATION -  13.6
 GC0417  PID         -  GC0417
 GC0417  STATE/COUNTY-  TN/DAVIDSON
 GC0417  USGS QUAD   -  LA VERGNE (1983)
 GC0417
 GC0417                         *CURRENT SURVEY CONTROL
 GC0417  ___________________________________________________________________
 GC0417* NAD 83(1986)-  36 01 47.     (N)    086 36 58.     (W)     SCALED    
 GC0417* NAVD 88     -       184.434  (meters)     605.10   (feet)  ADJUSTED  
 GC0417  ___________________________________________________________________
 GC0417  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC0417  DYNAMIC HT  -         184.275 (meters)     604.58  (feet)  COMP
 GC0417  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GC0417
 GC0417  VERT ORDER  -  FIRST     CLASS II
 GC0417
 GC0417.The horizontal coordinates were scaled from a topographic map and have
 GC0417.an estimated accuracy of +/- 6 seconds.
 GC0417
 GC0417.The orthometric height was determined by differential leveling
 GC0417.and adjusted by the National Geodetic Survey in June 1991..
 GC0417
 GC0417.The geoid height was determined by GEOID03.
 GC0417
 GC0417.The dynamic height is computed by dividing the NAVD 88
 GC0417.geopotential number by the normal gravity value computed on the
 GC0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0417.degrees latitude (g = 980.6199 gals.).
 GC0417
 GC0417.The modeled gravity was interpolated from observed gravity values.
 GC0417
 GC0417;                    North         East    Units  Estimated Accuracy
 GC0417;SPC TN       -   188,390.      544,470.      MT  (+/- 180 meters Scaled)
 GC0417
 GC0417                          SUPERSEDED SURVEY CONTROL
 GC0417
 GC0417  NGVD 29 (??/??/92)  184.451  (m)          605.15   (f) ADJ UNCH    1 2
 GC0417
 GC0417.Superseded values are not recommended for survey control.
 GC0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0417.See file dsdata.txt to determine how the superseded data were derived.
 GC0417
 GC0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE345873(NAD 83)
 GC0417_MARKER: Z = SEE DESCRIPTION
 GC0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0417_SP_SET: CULVERT
 GC0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0417
 GC0417  HISTORY     - Date     Condition        Report By
 GC0417  HISTORY     - UNK      MONUMENTED       NCRR
 GC0417  HISTORY     - 1949     GOOD             NGS
 GC0417
 GC0417                          STATION DESCRIPTION
 GC0417
 GC0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0417'2.2 MI NW FROM LA VERGNE.
 GC0417'2.2 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0417'LOUIS RAILWAY FROM THE STATION AT LA VERGNE, BETWEEN POLES 13/20
 GC0417'AND 13/21, THE TOP OF NORTH CORNER OF THE NORTHWEST END OF THE
 GC0417'SOUTHWEST HEAD WALL OF A 2-FOOT CONCRETE CULVERT UNDER TRACK,
 GC0417'13 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 5 1/2 FEET
 GC0417'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2645 ***********************************************************************
 AJ2645  DESIGNATION -  136
 AJ2645  PID         -  AJ2645
 AJ2645  STATE/COUNTY-  TN/SHELBY
 AJ2645  USGS QUAD   -  GERMANTOWN (1997)
 AJ2645
 AJ2645                         *CURRENT SURVEY CONTROL
 AJ2645  ___________________________________________________________________
 AJ2645* NAD 83(1995)-  35 02 55.07084(N)    089 47 01.55041(W)     ADJUSTED  
 AJ2645* NAVD 88     -       104.08   (meters)     341.5    (feet)  LEVELING  
 AJ2645  ___________________________________________________________________
 AJ2645  X           -      19,728.292 (meters)                     COMP
 AJ2645  Y           -  -5,227,355.925 (meters)                     COMP
 AJ2645  Z           -   3,642,329.038 (meters)                     COMP
 AJ2645  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AJ2645  ELLIP HEIGHT-          76.61  (meters)          (04/26/01) GPS OBS
 AJ2645  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ2645
 AJ2645  HORZ ORDER  -  FIRST
 AJ2645  VERT ORDER  -  THIRD ?
 AJ2645  ELLP ORDER  -  FOURTH    CLASS I
 AJ2645
 AJ2645.The horizontal coordinates were established by GPS observations
 AJ2645.and adjusted by the National Geodetic Survey in April 2001..
 AJ2645
 AJ2645.The orthometric height was determined by differential leveling.
 AJ2645.The vertical network tie was performed by a horz. field party for horz.
 AJ2645.obs reductions. Reset procedures were used to establish the elevation.
 AJ2645
 AJ2645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2645
 AJ2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2645
 AJ2645.The ellipsoidal height was determined by GPS observations
 AJ2645.and is referenced to NAD 83.
 AJ2645
 AJ2645.The geoid height was determined by GEOID03.
 AJ2645
 AJ2645;                    North         East     Units Scale Factor Converg.
 AJ2645;SPC TN       -    86,036.194   254,863.217   MT  1.00004164   -2 12 54.6
 AJ2645;SPC TN       -   282,270.41    836,163.74   sFT  1.00004164   -2 12 54.6
 AJ2645;UTM  16      - 3,881,979.891   246,093.026   MT  1.00039462   -1 35 58.2
 AJ2645
 AJ2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2645!SPC TN       -   0.99998797  x   1.00004164  =   1.00002961
 AJ2645!UTM  16      -   0.99998797  x   1.00039462  =   1.00038259
 AJ2645
 AJ2645                          SUPERSEDED SURVEY CONTROL
 AJ2645
 AJ2645.No superseded survey control is available for this station.
 AJ2645
 AJ2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4609381980(NAD 83)
 AJ2645_MARKER: DD = SURVEY DISK
 AJ2645_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2645+WITH SETTING: INFORMATION.
 AJ2645_STAMPING: 136
 AJ2645_MARK LOGO: MLGW  
 AJ2645_PROJECTION: FLUSH
 AJ2645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2645+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2645_ROD/PIPE-DEPTH:  0.8 meters
 AJ2645
 AJ2645  HISTORY     - Date     Condition        Report By
 AJ2645  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2645
 AJ2645                          STATION DESCRIPTION
 AJ2645
 AJ2645'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2645'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2645'MILES (3.22 KM) WEST OF COLLIERVILLE TENNESSEE AND 0.10 MILES (0.16
 AJ2645'KM) WEST OF WINDYKE GOLF COURSE.
 AJ2645'TO REACH THE STATION FROM THE INTERSECTION OF WINCHESTER ROAD AND
 AJ2645'FOREST HILL-IRENE ROAD, PROCEED WEST ON WINCHESTER ROAD APPROXIMATELY
 AJ2645'1.35 MILES (2.17 KM) TO AVENUE OF COMMERCE AT NIKE DISTRIBUTION
 AJ2645'CENTER.  THE STATION IS ON THE RIGHT.
 AJ2645'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2645'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2645'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 197.00 FEET (60.05 M)
 AJ2645'NORTH OF THE CENTERLINE OF WINCHESTER ROAD, 98.80 FEET (30.11 M)
 AJ2645'NORTHEAST OF A FIRE HYDRANT, 44.40 FEET (13.53 M) EAST OF THE
 AJ2645'CENTERLINE OF AVENUE OF COMMERCE, 1.40 FEET (0.43 M) EAST OF THE EAST
 AJ2645'CURB LINE OF AVENUE OF COMMERCE.  THE STATION IS GUARDED BY A YELLOW
 AJ2645'CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2646 ***********************************************************************
 AJ2646  DESIGNATION -  137
 AJ2646  PID         -  AJ2646
 AJ2646  STATE/COUNTY-  TN/SHELBY
 AJ2646  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2646
 AJ2646                         *CURRENT SURVEY CONTROL
 AJ2646  ___________________________________________________________________
 AJ2646* NAD 83(1995)-  35 03 06.52520(N)    089 44 52.95261(W)     ADJUSTED  
 AJ2646* NAVD 88     -       105.44   (meters)     345.9    (feet)  LEVELING  
 AJ2646  ___________________________________________________________________
 AJ2646  X           -      22,986.448 (meters)                     COMP
 AJ2646  Y           -  -5,227,140.985 (meters)                     COMP
 AJ2646  Z           -   3,642,618.786 (meters)                     COMP
 AJ2646  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AJ2646  ELLIP HEIGHT-          77.95  (meters)          (04/26/01) GPS OBS
 AJ2646  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AJ2646
 AJ2646  HORZ ORDER  -  FIRST
 AJ2646  VERT ORDER  -  THIRD ?
 AJ2646  ELLP ORDER  -  FOURTH    CLASS I
 AJ2646
 AJ2646.The horizontal coordinates were established by GPS observations
 AJ2646.and adjusted by the National Geodetic Survey in April 2001..
 AJ2646
 AJ2646.The orthometric height was determined by differential leveling.
 AJ2646.The vertical network tie was performed by a horz. field party for horz.
 AJ2646.obs reductions. Reset procedures were used to establish the elevation.
 AJ2646
 AJ2646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2646
 AJ2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2646
 AJ2646.The ellipsoidal height was determined by GPS observations
 AJ2646.and is referenced to NAD 83.
 AJ2646
 AJ2646.The geoid height was determined by GEOID03.
 AJ2646
 AJ2646;                    North         East     Units Scale Factor Converg.
 AJ2646;SPC TN       -    86,263.560   258,133.486   MT  1.00004088   -2 11 39.3
 AJ2646;SPC TN       -   283,016.36    846,892.95   sFT  1.00004088   -2 11 39.3
 AJ2646;UTM  16      - 3,882,242.460   249,361.785   MT  1.00037429   -1 34 44.7
 AJ2646
 AJ2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2646!SPC TN       -   0.99998776  x   1.00004088  =   1.00002864
 AJ2646!UTM  16      -   0.99998776  x   1.00037429  =   1.00036205
 AJ2646
 AJ2646                          SUPERSEDED SURVEY CONTROL
 AJ2646
 AJ2646.No superseded survey control is available for this station.
 AJ2646
 AJ2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4936282242(NAD 83)
 AJ2646_MARKER: DD = SURVEY DISK
 AJ2646_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2646+WITH SETTING: INFORMATION.
 AJ2646_STAMPING: 137
 AJ2646_MARK LOGO: MLGW  
 AJ2646_PROJECTION: FLUSH
 AJ2646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2646+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2646_ROD/PIPE-DEPTH:  0.8 meters
 AJ2646
 AJ2646  HISTORY     - Date     Condition        Report By
 AJ2646  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2646
 AJ2646                          STATION DESCRIPTION
 AJ2646
 AJ2646'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2646'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 0.60
 AJ2646'MILES (0.97 KM) WEST OF COLLIERVILLE TENNESSEE.
 AJ2646'TO REACH THE STATION FROM THE INTERSECTION OF WINCHESTER ROAD AND
 AJ2646'HOUSTON LEVEE ROAD, PROCEED WEST ON WINCHESTER ROAD APPROXIMATELY 0.85
 AJ2646'MILES (1.37 KM) TO CRESTWYN ROAD, TURN RIGHT AND GO NORTH ON CRESTWYN
 AJ2646'FOR APPROXIMATELY 0.20 MILES (0.32 KM) TO GREEN KNOLL DRIVE TO WEST.
 AJ2646'THE STATION IS ON THE RIGHT.
 AJ2646'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2646'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2646'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 245.00 FEET (74.68 M)
 AJ2646'NORTH OF THE CENTERLINE OF GREEN KNOLL DRIVE WEST, 38.00 FEET (11.58
 AJ2646'M) NORTH OF THE NORTH EDGE OF A CONCRETE DRIVEWAY TO ADDRESS 3546
 AJ2646'CRESTWYN DRIVE, 21.50 FEET (6.55 M) EAST OF THE CENTERLINE OF CRESTWYN
 AJ2646'DRIVE.  THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP
 AJ2646'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2647 ***********************************************************************
 AJ2647  DESIGNATION -  138
 AJ2647  PID         -  AJ2647
 AJ2647  STATE/COUNTY-  TN/SHELBY
 AJ2647  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2647
 AJ2647                         *CURRENT SURVEY CONTROL
 AJ2647  ___________________________________________________________________
 AJ2647* NAD 83(1995)-  35 03 10.59972(N)    089 42 36.66944(W)     ADJUSTED  
 AJ2647* NAVD 88     -       101.9    (meters)     334.     (feet)  GPS OBS   
 AJ2647  ___________________________________________________________________
 AJ2647  X           -      26,439.737 (meters)                     COMP
 AJ2647  Y           -  -5,227,049.644 (meters)                     COMP
 AJ2647  Z           -   3,642,719.545 (meters)                     COMP
 AJ2647  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AJ2647  ELLIP HEIGHT-          74.41  (meters)          (04/26/01) GPS OBS
 AJ2647  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AJ2647
 AJ2647  HORZ ORDER  -  FIRST
 AJ2647  ELLP ORDER  -  FOURTH    CLASS I
 AJ2647
 AJ2647.The horizontal coordinates were established by GPS observations
 AJ2647.and adjusted by the National Geodetic Survey in April 2001..
 AJ2647
 AJ2647.The orthometric height was determined by GPS observations and a
 AJ2647.high-resolution geoid model.
 AJ2647
 AJ2647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2647
 AJ2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2647
 AJ2647.The ellipsoidal height was determined by GPS observations
 AJ2647.and is referenced to NAD 83.
 AJ2647
 AJ2647.The geoid height was determined by GEOID03.
 AJ2647
 AJ2647;                    North         East     Units Scale Factor Converg.
 AJ2647;SPC TN       -    86,257.469   261,589.545   MT  1.00004062   -2 10 19.5
 AJ2647;SPC TN       -   282,996.38    858,231.70   sFT  1.00004062   -2 10 19.5
 AJ2647;UTM  16      - 3,882,273.473   252,818.826   MT  1.00035307   -1 33 26.4
 AJ2647
 AJ2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2647!SPC TN       -   0.99998832  x   1.00004062  =   1.00002894
 AJ2647!UTM  16      -   0.99998832  x   1.00035307  =   1.00034139
 AJ2647
 AJ2647                          SUPERSEDED SURVEY CONTROL
 AJ2647
 AJ2647.No superseded survey control is available for this station.
 AJ2647
 AJ2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5281982273(NAD 83)
 AJ2647_MARKER: DD = SURVEY DISK
 AJ2647_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2647+WITH SETTING: INFORMATION.
 AJ2647_STAMPING: 138
 AJ2647_MARK LOGO: MLGW  
 AJ2647_PROJECTION: FLUSH
 AJ2647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2647+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 AJ2647_ROD/PIPE-DEPTH:  0.8 meters
 AJ2647
 AJ2647  HISTORY     - Date     Condition        Report By
 AJ2647  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2647  HISTORY     - 20060430 GOOD             GEOCAC
 AJ2647
 AJ2647                          STATION DESCRIPTION
 AJ2647
 AJ2647'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2647'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN COLLIERVILLE
 AJ2647'TENNESSEE.
 AJ2647'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE (HWY 72)
 AJ2647'AND SHEA ROAD, PROCEED NORTH ON SHEA ROAD APPROXIMATELY 0.40 MILES
 AJ2647'(0.64 KM) TO AN INTERSECTION.  TURN RIGHT AND GO EAST ON CAMBROOKE
 AJ2647'COVE APPROXIMATELY 0.10 MILES (0.16 KM) TO NEYLAND DRIVE.  THE STATION
 AJ2647'IS ON THE RIGHT.
 AJ2647'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2647'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2647'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED AT THE SOUTHEAST CORNER
 AJ2647'OF CAMBROOKE COVE AND NEYLAND DRIVE, 28.00 FEET (8.53 M) SOUTH OF THE
 AJ2647'CENTERLINE OF CAMBROOKE COVE, 20.00 FEET (6.10 M) EAST OF THE
 AJ2647'CENTERLINE OF NEYLAND DRIVE, 8.60 FEET (2.62 M) NORTH OF A 6-72 CURB
 AJ2647'INLET, 1.10 FEET (0.34 M) EAST OF THE EAST CURB LINE OF NEYLAND DRIVE.
 AJ2647'THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2647
 AJ2647                          STATION RECOVERY (2006)
 AJ2647
 AJ2647'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 AJ2647'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0757 ***********************************************************************
 GA0757  DESIGNATION -  1389
 GA0757  PID         -  GA0757
 GA0757  STATE/COUNTY-  TN/WASHINGTON
 GA0757  USGS QUAD   -  CHUCKEY (1971)
 GA0757
 GA0757                         *CURRENT SURVEY CONTROL
 GA0757  ___________________________________________________________________
 GA0757* NAD 83(1986)-  36 13 24.     (N)    082 38 04.     (W)     SCALED    
 GA0757* NAVD 88     -       422.720  (meters)    1386.87   (feet)  ADJUSTED  
 GA0757  ___________________________________________________________________
 GA0757  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0757  DYNAMIC HT  -         422.316 (meters)    1385.55  (feet)  COMP
 GA0757  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 GA0757
 GA0757  VERT ORDER  -  SECOND    CLASS 0
 GA0757
 GA0757.The horizontal coordinates were scaled from a topographic map and have
 GA0757.an estimated accuracy of +/- 6 seconds.
 GA0757
 GA0757.The orthometric height was determined by differential leveling
 GA0757.and adjusted by the National Geodetic Survey in June 1991..
 GA0757
 GA0757.The geoid height was determined by GEOID03.
 GA0757
 GA0757.The dynamic height is computed by dividing the NAVD 88
 GA0757.geopotential number by the normal gravity value computed on the
 GA0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0757.degrees latitude (g = 980.6199 gals.).
 GA0757
 GA0757.The modeled gravity was interpolated from observed gravity values.
 GA0757
 GA0757;                    North         East    Units  Estimated Accuracy
 GA0757;SPC TN       -   214,900.      902,530.      MT  (+/- 180 meters Scaled)
 GA0757
 GA0757                          SUPERSEDED SURVEY CONTROL
 GA0757
 GA0757  NGVD 29 (??/??/92)  422.863  (m)         1387.34   (f) ADJ UNCH    2 0
 GA0757
 GA0757.Superseded values are not recommended for survey control.
 GA0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0757.See file dsdata.txt to determine how the superseded data were derived.
 GA0757
 GA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA531099(NAD 83)
 GA0757_MARKER: DB = BENCH MARK DISK
 GA0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0757_SP_SET: BRIDGE
 GA0757_STAMPING: 1389 ASH
 GA0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0757
 GA0757  HISTORY     - Date     Condition        Report By
 GA0757  HISTORY     - UNK      MONUMENTED       USGS
 GA0757  HISTORY     - 1955     GOOD             NGS
 GA0757
 GA0757                          STATION DESCRIPTION
 GA0757
 GA0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0757'0.2 MI W FROM LIMESTONE.
 GA0757'0.2 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0757'LIMESTONE, WASHINGTON COUNTY, AT MILEAGE 43.5, AT THE BRIDGE
 GA0757'OVER LIMESTONE CREEK, IN THE TOP OF THE NORTHEAST CORNER OF THE
 GA0757'EAST CONCRETE RETAINING WALL, AND 10 FEET NORTH OF THE CENTERLINE
 GA0757'OF THE MAIN TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 GA0757'STAMPED 1389 ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0391 ***********************************************************************
 GA0391  DESIGNATION -  1389
 GA0391  PID         -  GA0391
 GA0391  STATE/COUNTY-  TN/SULLIVAN
 GA0391  USGS QUAD   -  BLUFF CITY (1968)
 GA0391
 GA0391                         *CURRENT SURVEY CONTROL
 GA0391  ___________________________________________________________________
 GA0391* NAD 83(1986)-  36 28 35.     (N)    082 15 48.     (W)     SCALED    
 GA0391* NAVD 88     -       423.120  (meters)    1388.19   (feet)  ADJUSTED  
 GA0391  ___________________________________________________________________
 GA0391  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0391  DYNAMIC HT  -         422.730 (meters)    1386.91  (feet)  COMP
 GA0391  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA0391
 GA0391  VERT ORDER  -  FIRST     CLASS II
 GA0391
 GA0391.The horizontal coordinates were scaled from a topographic map and have
 GA0391.an estimated accuracy of +/- 6 seconds.
 GA0391
 GA0391.The orthometric height was determined by differential leveling
 GA0391.and adjusted by the National Geodetic Survey in June 1991..
 GA0391
 GA0391.The geoid height was determined by GEOID03.
 GA0391
 GA0391.The dynamic height is computed by dividing the NAVD 88
 GA0391.geopotential number by the normal gravity value computed on the
 GA0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0391.degrees latitude (g = 980.6199 gals.).
 GA0391
 GA0391.The modeled gravity was interpolated from observed gravity values.
 GA0391
 GA0391;                    North         East    Units  Estimated Accuracy
 GA0391;SPC TN       -   244,170.      934,800.      MT  (+/- 180 meters Scaled)
 GA0391
 GA0391                          SUPERSEDED SURVEY CONTROL
 GA0391
 GA0391  NGVD 29 (??/??/92)  423.275  (m)         1388.69   (f) ADJ UNCH    1 2
 GA0391
 GA0391.Superseded values are not recommended for survey control.
 GA0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0391.See file dsdata.txt to determine how the superseded data were derived.
 GA0391
 GA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA868375(NAD 83)
 GA0391_MARKER: DD = SURVEY DISK
 GA0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0391_SP_SET: ABUTMENT
 GA0391_STAMPING: 1389
 GA0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0391
 GA0391  HISTORY     - Date     Condition        Report By
 GA0391  HISTORY     - UNK      MONUMENTED       USGS
 GA0391  HISTORY     - 1935     POOR             NGS
 GA0391
 GA0391                          STATION DESCRIPTION
 GA0391
 GA0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0391'AT BLUFF CITY.
 GA0391'AT BLUFF CITY, SULLIVAN COUNTY, ON U.S. HIGHWAY 19, 25 FEET WEST
 GA0391'OF THE CENTERLINE OF THE BRIDGE OVER HOLSTON RIVER, AT THE
 GA0391'OLD HIGHWAY BRIDGE, IN THE TOP OF THE EAST END OF THE SOUTH
 GA0391'ABUTMENT, AND 6 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 GA0391'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1389.  NOTE-- ONE HALF OF
 GA0391'THE DISC IS MISSING.  REMAINDER OF THE MARK SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2648 ***********************************************************************
 AJ2648  DESIGNATION -  139
 AJ2648  PID         -  AJ2648
 AJ2648  STATE/COUNTY-  TN/SHELBY
 AJ2648  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2648
 AJ2648                         *CURRENT SURVEY CONTROL
 AJ2648  ___________________________________________________________________
 AJ2648* NAD 83(1995)-  35 03 13.11233(N)    089 40 32.10754(W)     ADJUSTED  
 AJ2648* NAVD 88     -        99.9    (meters)     328.     (feet)  GPS OBS   
 AJ2648  ___________________________________________________________________
 AJ2648  X           -      29,596.050 (meters)                     COMP
 AJ2648  Y           -  -5,226,986.558 (meters)                     COMP
 AJ2648  Z           -   3,642,781.743 (meters)                     COMP
 AJ2648  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ2648  ELLIP HEIGHT-          72.34  (meters)          (04/26/01) GPS OBS
 AJ2648  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AJ2648
 AJ2648  HORZ ORDER  -  FIRST
 AJ2648  ELLP ORDER  -  FOURTH    CLASS I
 AJ2648
 AJ2648.The horizontal coordinates were established by GPS observations
 AJ2648.and adjusted by the National Geodetic Survey in April 2001..
 AJ2648
 AJ2648.The orthometric height was determined by GPS observations and a
 AJ2648.high-resolution geoid model.
 AJ2648
 AJ2648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2648
 AJ2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2648
 AJ2648.The ellipsoidal height was determined by GPS observations
 AJ2648.and is referenced to NAD 83.
 AJ2648
 AJ2648.The geoid height was determined by GEOID03.
 AJ2648
 AJ2648;                    North         East     Units Scale Factor Converg.
 AJ2648;SPC TN       -    86,215.764   264,746.916   MT  1.00004045   -2 09 06.6
 AJ2648;SPC TN       -   282,859.55    868,590.51   sFT  1.00004045   -2 09 06.6
 AJ2648;UTM  16      - 3,882,265.634   255,977.420   MT  1.00033395   -1 32 14.9
 AJ2648
 AJ2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2648!SPC TN       -   0.99998865  x   1.00004045  =   1.00002909
 AJ2648!UTM  16      -   0.99998865  x   1.00033395  =   1.00032259
 AJ2648
 AJ2648                          SUPERSEDED SURVEY CONTROL
 AJ2648
 AJ2648.No superseded survey control is available for this station.
 AJ2648
 AJ2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5597782266(NAD 83)
 AJ2648_MARKER: DD = SURVEY DISK
 AJ2648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2648+WITH SETTING: INFORMATION.
 AJ2648_STAMPING: 139
 AJ2648_MARK LOGO: MLGW  
 AJ2648_PROJECTION: FLUSH
 AJ2648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2648+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2648_ROD/PIPE-DEPTH:  0.8 meters
 AJ2648
 AJ2648  HISTORY     - Date     Condition        Report By
 AJ2648  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2648  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 AJ2648
 AJ2648                          STATION DESCRIPTION
 AJ2648
 AJ2648'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2648'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN COLLIERVILLE
 AJ2648'TENNESSEE.
 AJ2648'TO REACH THE STATION FROM THE INTERSECTION OF PETERSON LAKE ROAD AND
 AJ2648'WHITE ROAD, PROCEED WEST ON WHITE ROAD APPROXIMATELY 0.30 MILES (0.48
 AJ2648'KM) TO DOVE VALLEY ROAD.  THE STATION IS ON THE RIGHT.
 AJ2648'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2648'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2648'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 409.00 FEET (124.66 M)
 AJ2648'WEST OF THE CENTERLINE OF RILLBROOK DRIVE, 8.30 FEET (2.53 M) NORTH OF
 AJ2648'THE NORTH CURBLINE OF WHITE ROAD AT THE CENTERLINE PROJECTION OF DOVE
 AJ2648'VALLEY ROAD, 41.00 FEET (12.50 M) EAST OF A POWER POLE NO.  170737.
 AJ2648'THE CAP AND CONCRETE EXTENDS 0.50 FEET (15.24 CM) ABOUE THE GROUND.
 AJ2648
 AJ2648                          STATION RECOVERY (2006)
 AJ2648
 AJ2648'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 AJ2648'MARK NOT FOUND.  SIDEWALK HAS BEEN RECENTLY REPAIRED IN THIS AREA, AND
 AJ2648'THERE IS A DEPRESSION IN THE AREA WHERE THE MARK SHOULD BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2048 ***********************************************************************
 FB2048  DESIGNATION -  1397.3
 FB2048  PID         -  FB2048
 FB2048  STATE/COUNTY-  TN/BLOUNT
 FB2048  USGS QUAD   -  GATLINBURG (1979)
 FB2048
 FB2048                         *CURRENT SURVEY CONTROL
 FB2048  ___________________________________________________________________
 FB2048* NAD 83(1986)-  35 41 30.     (N)    083 34 11.     (W)     SCALED    
 FB2048* NAVD 88     -       425.94   (+/-2cm)    1397.4    (feet)  VERTCON   
 FB2048  ___________________________________________________________________
 FB2048  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FB2048
 FB2048  VERT ORDER  -  ? (See Below)
 FB2048
 FB2048.The horizontal coordinates were scaled from a topographic map and have
 FB2048.an estimated accuracy of +/- 6 seconds.
 FB2048
 FB2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2048.The vertical order pertains to the NGVD 29 superseded value.
 FB2048
 FB2048.The geoid height was determined by GEOID03.
 FB2048
 FB2048;                    North         East    Units  Estimated Accuracy
 FB2048;SPC TN       -   153,440.      819,940.      MT  (+/- 180 meters Scaled)
 FB2048
 FB2048                          SUPERSEDED SURVEY CONTROL
 FB2048
 FB2048  NGVD 29 (??/??/92)  426.022  (m)         1397.71   (f) ADJ UNCH    ?  
 FB2048
 FB2048.Superseded values are not recommended for survey control.
 FB2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2048.See file dsdata.txt to determine how the superseded data were derived.
 FB2048
 FB2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV674527(NAD 83)
 FB2048_MARKER: Q = CHISELED SQUARE
 FB2048_SETTING: 80 = SET IN A BOULDER
 FB2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2048+STABILITY: SURFACE MOTION
 FB2048
 FB2048  HISTORY     - Date     Condition        Report By
 FB2048  HISTORY     - UNK      MONUMENTED       USGS
 FB2048  HISTORY     - 1935     GOOD             NGS
 FB2048
 FB2048                          STATION DESCRIPTION
 FB2048
 FB2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB2048'0.9 MI E FROM TOWNSEND.
 FB2048'0.9 MILE EAST ALONG STATE HIGHWAY 73 FROM TOWNSEND, THENCE 2.9
 FB2048'MILES NORTHEAST ALONG THE WEAR VALLEY ROAD, AT A HORSESHOE BEND,
 FB2048'30 FEET EAST OF A DRAIN, 30 FEET NORTH OF THE ROAD, ON A HILLSIDE,
 FB2048'AND ON THE TOP OF A LIMESTONE BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0910 ***********************************************************************
 GD0910  DESIGNATION -  14 A
 GD0910  PID         -  GD0910
 GD0910  STATE/COUNTY-  TN/LAKE
 GD0910  USGS QUAD   -  TIPTONVILLE (1981)
 GD0910
 GD0910                         *CURRENT SURVEY CONTROL
 GD0910  ___________________________________________________________________
 GD0910* NAD 83(1986)-  36 28 06.     (N)    089 29 57.     (W)     SCALED    
 GD0910* NAVD 88     -        90.738  (meters)     297.70   (feet)  POSTED    
 GD0910  ___________________________________________________________________
 GD0910  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD0910  DYNAMIC HT  -          90.670 (meters)     297.47  (feet)  COMP
 GD0910  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GD0910
 GD0910  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0910
 GD0910.The horizontal coordinates were scaled from a topographic map and have
 GD0910.an estimated accuracy of +/- 6 seconds.
 GD0910
 GD0910.The orthometric height was determined by differential leveling
 GD0910.and adjusted by the National Geodetic Survey in 1992..
 GD0910.No vertical observational check was made to the station.
 GD0910.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0910.was located on a no-check spur therefore a value was not computed.
 GD0910
 GD0910.The geoid height was determined by GEOID03.
 GD0910
 GD0910.The dynamic height is computed by dividing the NAVD 88
 GD0910.geopotential number by the normal gravity value computed on the
 GD0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0910.degrees latitude (g = 980.6199 gals.).
 GD0910
 GD0910.The modeled gravity was interpolated from observed gravity values.
 GD0910
 GD0910;                    North         East    Units  Estimated Accuracy
 GD0910;SPC TN       -   242,490.      286,440.      MT  (+/- 180 meters Scaled)
 GD0910
 GD0910                          SUPERSEDED SURVEY CONTROL
 GD0910
 GD0910  NGVD 29 (??/??/??)   90.782  (m)          297.84   (f) ADJUSTED    1 2
 GD0910
 GD0910.Superseded values are not recommended for survey control.
 GD0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0910.See file dsdata.txt to determine how the superseded data were derived.
 GD0910
 GD0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF760387(NAD 83)
 GD0910_MARKER: P = PIPE CAP
 GD0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0910
 GD0910  HISTORY     - Date     Condition        Report By
 GD0910  HISTORY     - UNK      MONUMENTED       MRC
 GD0910  HISTORY     - 1943     GOOD             CGS
 GD0910
 GD0910                          STATION DESCRIPTION
 GD0910
 GD0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0910'2.6 MI NW FROM CATES.
 GD0910'2.6 MILES NORTHWEST ALONG THE TIPTONVILLE-NEW MADRID FERRY
 GD0910'ROAD FROM THE SCHOOL BUILDING AT CATES, THENCE 0.1 MILE EAST
 GD0910'ALONG A TRACK ROAD, 300 FEET EAST OF THE TOP OF THE LEVEE, 9
 GD0910'FEET NORTH OF THE CENTERLINE OF THE ROAD, 42 FEET SOUTHWEST OF A
 GD0910'24-INCH SWEET GUM TREE, 3.5 FEET NORTH OF A FENCE, AND 3 FEET
 GD0910'NORTH OF A WHITE WOODEN WITNESS POST.  A MISSISSIPPI RIVER
 GD0910'COMMISSION STANDARD CAP, FASTENED ON THE TOP OF A 3-INCH IRON
 GD0910'PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0694 ***********************************************************************
 GC0694  DESIGNATION -  140
 GC0694  PID         -  GC0694
 GC0694  STATE/COUNTY-  TN/DAVIDSON
 GC0694  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0694
 GC0694                         *CURRENT SURVEY CONTROL
 GC0694  ___________________________________________________________________
 GC0694* NAD 83(1986)-  36 08 56.     (N)    086 41 01.     (W)     SCALED    
 GC0694* NAVD 88     -       136.567  (meters)     448.05   (feet)  ADJUSTED  
 GC0694  ___________________________________________________________________
 GC0694  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0694  DYNAMIC HT  -         136.450 (meters)     447.67  (feet)  COMP
 GC0694  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC0694
 GC0694  VERT ORDER  -  SECOND    CLASS 0
 GC0694
 GC0694.The horizontal coordinates were scaled from a topographic map and have
 GC0694.an estimated accuracy of +/- 6 seconds.
 GC0694
 GC0694.The orthometric height was determined by differential leveling
 GC0694.and adjusted by the National Geodetic Survey in June 1991..
 GC0694
 GC0694.The geoid height was determined by GEOID03.
 GC0694
 GC0694.The dynamic height is computed by dividing the NAVD 88
 GC0694.geopotential number by the normal gravity value computed on the
 GC0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0694.degrees latitude (g = 980.6199 gals.).
 GC0694
 GC0694.The modeled gravity was interpolated from observed gravity values.
 GC0694
 GC0694;                    North         East    Units  Estimated Accuracy
 GC0694;SPC TN       -   201,650.      538,480.      MT  (+/- 180 meters Scaled)
 GC0694
 GC0694                          SUPERSEDED SURVEY CONTROL
 GC0694
 GC0694  NGVD 29 (??/??/92)  136.590  (m)          448.13   (f) ADJ UNCH    2 0
 GC0694
 GC0694.Superseded values are not recommended for survey control.
 GC0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0694.See file dsdata.txt to determine how the superseded data were derived.
 GC0694
 GC0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF284005(NAD 83)
 GC0694_MARKER: DD = SURVEY DISK
 GC0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0694_STAMPING: 140 1924
 GC0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0694+STABILITY: SURFACE MOTION
 GC0694
 GC0694  HISTORY     - Date     Condition        Report By
 GC0694  HISTORY     - 1924     MONUMENTED       TNGS
 GC0694  HISTORY     - 1960     GOOD             NGS
 GC0694
 GC0694                          STATION DESCRIPTION
 GC0694
 GC0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0694'8.5 MI E FROM NASHVILLE.
 GC0694'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0694'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0694'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.9 MILE EAST ON
 GC0694'U.S. HIGHWAY 70S, THEN 0.6 MILE NORTH ON SPENCE LANE, THEN 0.8
 GC0694'MILE EAST ON 0.8 MILE EAST ON ELM HILL PIKE, THEN 1.3 MILES
 GC0694'SOUTHEAST ON DABBS AVENUE, THEN 0.5 MILE NORTH ON MC GAVOCK
 GC0694'PIKE.  THE BENCH MARK IS 99 FT. WEST OF THE SOUTHWEST CORNER OF
 GC0694'A BARN. 24 FT. EAST OF THE CENTER OF MC GAVOCK PIKE, 25 FT.
 GC0694'SOUTH OF A TELEPHONE POLE, 1.4 FT. WEST OF A FENCE, AND 2 FT.
 GC0694'ABOVE THE LEVEL OF THE ROAD.  THE DISK IS SET IN TOP OF A
 GC0694'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2649 ***********************************************************************
 AJ2649  DESIGNATION -  140
 AJ2649  PID         -  AJ2649
 AJ2649  STATE/COUNTY-  TN/SHELBY
 AJ2649  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2649
 AJ2649                         *CURRENT SURVEY CONTROL
 AJ2649  ___________________________________________________________________
 AJ2649* NAD 83(1995)-  35 02 41.83767(N)    089 38 34.73573(W)     ADJUSTED  
 AJ2649* NAVD 88     -       109.4    (meters)     359.     (feet)  GPS OBS   
 AJ2649  ___________________________________________________________________
 AJ2649  X           -      32,573.878 (meters)                     COMP
 AJ2649  Y           -  -5,227,530.108 (meters)                     COMP
 AJ2649  Z           -   3,641,998.155 (meters)                     COMP
 AJ2649  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AJ2649  ELLIP HEIGHT-          81.81  (meters)          (04/26/01) GPS OBS
 AJ2649  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AJ2649
 AJ2649  HORZ ORDER  -  FIRST
 AJ2649  ELLP ORDER  -  FOURTH    CLASS I
 AJ2649
 AJ2649.The horizontal coordinates were established by GPS observations
 AJ2649.and adjusted by the National Geodetic Survey in April 2001..
 AJ2649
 AJ2649.The orthometric height was determined by GPS observations and a
 AJ2649.high-resolution geoid model.
 AJ2649
 AJ2649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2649
 AJ2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2649
 AJ2649.The ellipsoidal height was determined by GPS observations
 AJ2649.and is referenced to NAD 83.
 AJ2649
 AJ2649.The geoid height was determined by GEOID03.
 AJ2649
 AJ2649;                    North         East     Units Scale Factor Converg.
 AJ2649;SPC TN       -    85,141.408   267,683.439   MT  1.00004251   -2 07 57.9
 AJ2649;SPC TN       -   279,334.77    878,224.75   sFT  1.00004251   -2 07 57.9
 AJ2649;UTM  16      - 3,881,222.531   258,926.129   MT  1.00031632   -1 31 06.2
 AJ2649
 AJ2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2649!SPC TN       -   0.99998716  x   1.00004251  =   1.00002967
 AJ2649!UTM  16      -   0.99998716  x   1.00031632  =   1.00030347
 AJ2649
 AJ2649                          SUPERSEDED SURVEY CONTROL
 AJ2649
 AJ2649.No superseded survey control is available for this station.
 AJ2649
 AJ2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5892681223(NAD 83)
 AJ2649_MARKER: DD = SURVEY DISK
 AJ2649_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2649+WITH SETTING: INFORMATION.
 AJ2649_STAMPING: 140
 AJ2649_MARK LOGO: MLGW  
 AJ2649_PROJECTION: FLUSH
 AJ2649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2649+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 AJ2649_ROD/PIPE-DEPTH:  0.8 meters
 AJ2649
 AJ2649  HISTORY     - Date     Condition        Report By
 AJ2649  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2649  HISTORY     - 20060402 GOOD             GEOCAC
 AJ2649
 AJ2649                          STATION DESCRIPTION
 AJ2649
 AJ2649'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2649'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN COLLIERVILLE
 AJ2649'TENNESSEE AT THE SHELBY-FAYETTE COUNTY LINE.
 AJ2649'TO REACH THE STATION FROM THE INTERSECTION OF POPLAR AVENUE (TENNESSEE
 AJ2649'HIGHWAY 57) AND PROGRESS ROAD, PROCEED EAST ON POPLAR AVENUE 0.30
 AJ2649'MILES (0.48 KM) TO THE COUNTY LINE.  THE STATION IS ON THE LEFT.
 AJ2649'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2649'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2649'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 31.00 FEET (9.45 M)
 AJ2649'NORTH OF THE CENTERLINE OF POPLAR AVENUE, 10.70 FEET (3.26 M) NORTH OF
 AJ2649'A SHELBY COUNTY SIGN FOR WEST BOUND TRAFFIC, 10.50 FEET (3.20 M) WEST
 AJ2649'OF A TELEPHONE POLE NO.  23, 7.00 FEET (2.13 M) SOUTH OF A BARBWIRE
 AJ2649'FENCE LINE.  THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE
 AJ2649'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2649
 AJ2649                          STATION RECOVERY (2006)
 AJ2649
 AJ2649'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 AJ2649'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1898 ***********************************************************************
 FB1898  DESIGNATION -  1402
 FB1898  PID         -  FB1898
 FB1898  STATE/COUNTY-  TN/KNOX
 FB1898  USGS QUAD   -  KNOXVILLE (1978)
 FB1898
 FB1898                         *CURRENT SURVEY CONTROL
 FB1898  ___________________________________________________________________
 FB1898* NAD 83(1986)-  35 57 07.     (N)    083 57 32.     (W)     SCALED    
 FB1898* NAVD 88     -       260.491  (meters)     854.63   (feet)  POSTED    
 FB1898  ___________________________________________________________________
 FB1898  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1898  DYNAMIC HT  -         260.250 (meters)     853.84  (feet)  COMP
 FB1898  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FB1898
 FB1898  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FB1898
 FB1898.The horizontal coordinates were scaled from a topographic map and have
 FB1898.an estimated accuracy of +/- 6 seconds.
 FB1898
 FB1898.The orthometric height was determined by differential leveling
 FB1898.and adjusted by the National Geodetic Survey in 1992..
 FB1898.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FB1898.rate of 2.1 thru 3.0 mm/km.
 FB1898
 FB1898.The geoid height was determined by GEOID03.
 FB1898
 FB1898.The dynamic height is computed by dividing the NAVD 88
 FB1898.geopotential number by the normal gravity value computed on the
 FB1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1898.degrees latitude (g = 980.6199 gals.).
 FB1898
 FB1898.The modeled gravity was interpolated from observed gravity values.
 FB1898
 FB1898;                    North         East    Units  Estimated Accuracy
 FB1898;SPC TN       -   181,500.      784,120.      MT  (+/- 180 meters Scaled)
 FB1898
 FB1898                          SUPERSEDED SURVEY CONTROL
 FB1898
 FB1898  NGVD 29 (??/??/92)  260.634  (m)          855.10   (f) ADJ UNCH    1 2
 FB1898
 FB1898.Superseded values are not recommended for survey control.
 FB1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1898.See file dsdata.txt to determine how the superseded data were derived.
 FB1898
 FB1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV331826(NAD 83)
 FB1898_MARKER: DD = SURVEY DISK
 FB1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1898_STAMPING: 1402
 FB1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1898+STABILITY: SURFACE MOTION
 FB1898
 FB1898  HISTORY     - Date     Condition        Report By
 FB1898  HISTORY     - UNK      MONUMENTED       TNGS
 FB1898  HISTORY     - 1950     GOOD             NGS
 FB1898  HISTORY     - 1968     MARK NOT FOUND   NGS
 FB1898  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1898
 FB1898                          STATION DESCRIPTION
 FB1898
 FB1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1898'2.5 MI SW FROM KNOXVILLE.
 FB1898'2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1898'AT KNOXVILLE, 0.5 MILE SOUTHWEST OF A STREET CROSSING AT CHEROKEE
 FB1898'SPINNING MILL, 299 FEET NORTHEAST OF SIGNAL 1333 A, AND 16 FEET
 FB1898'SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD
 FB1898'DISK, STAMPED 1402 AND SET IN THE TOP OF A CONCRETE POST.
 FB1898
 FB1898                          STATION RECOVERY (1968)
 FB1898
 FB1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FB1898'MARK NOT FOUND.
 FB1898
 FB1898                          STATION RECOVERY (1982)
 FB1898
 FB1898'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1901 ***********************************************************************
 FB1901  DESIGNATION -  1403
 FB1901  PID         -  FB1901
 FB1901  STATE/COUNTY-  TN/KNOX
 FB1901  USGS QUAD   -  KNOXVILLE (1978)
 FB1901
 FB1901                         *CURRENT SURVEY CONTROL
 FB1901  ___________________________________________________________________
 FB1901* NAD 83(1986)-  35 56 50.     (N)    083 58 05.     (W)     SCALED    
 FB1901* NAVD 88     -       265.063  (meters)     869.63   (feet)  POSTED    
 FB1901  ___________________________________________________________________
 FB1901  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1901  DYNAMIC HT  -         264.820 (meters)     868.83  (feet)  COMP
 FB1901  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FB1901
 FB1901  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FB1901
 FB1901.The horizontal coordinates were scaled from a topographic map and have
 FB1901.an estimated accuracy of +/- 6 seconds.
 FB1901
 FB1901.The orthometric height was determined by differential leveling
 FB1901.and adjusted by the National Geodetic Survey in 1992..
 FB1901.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FB1901.rate of 2.1 thru 3.0 mm/km.
 FB1901
 FB1901.The geoid height was determined by GEOID03.
 FB1901
 FB1901.The dynamic height is computed by dividing the NAVD 88
 FB1901.geopotential number by the normal gravity value computed on the
 FB1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1901.degrees latitude (g = 980.6199 gals.).
 FB1901
 FB1901.The modeled gravity was interpolated from observed gravity values.
 FB1901
 FB1901;                    North         East    Units  Estimated Accuracy
 FB1901;SPC TN       -   180,960.      783,310.      MT  (+/- 180 meters Scaled)
 FB1901
 FB1901                          SUPERSEDED SURVEY CONTROL
 FB1901
 FB1901  NGVD 29 (??/??/92)  265.206  (m)          870.10   (f) ADJ UNCH    1 2
 FB1901
 FB1901.Superseded values are not recommended for survey control.
 FB1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1901.See file dsdata.txt to determine how the superseded data were derived.
 FB1901
 FB1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV322821(NAD 83)
 FB1901_MARKER: DD = SURVEY DISK
 FB1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1901_STAMPING: 1403
 FB1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1901+STABILITY: SURFACE MOTION
 FB1901
 FB1901  HISTORY     - Date     Condition        Report By
 FB1901  HISTORY     - UNK      MONUMENTED       TNGS
 FB1901  HISTORY     - 1950     GOOD             NGS
 FB1901  HISTORY     - 1968     MARK NOT FOUND   NGS
 FB1901  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1901
 FB1901                          STATION DESCRIPTION
 FB1901
 FB1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1901'3 MI SW FROM KNOXVILLE.
 FB1901'3.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1901'AT KNOXVILLE, 1,725 FEET SOUTHWEST OF A TRESTLE OVER A CREEK, 1000
 FB1901'FEET NORTHEAST OF MILEPOST 134, 896 FEET NORTHEAST OF THE
 FB1901'MC GEE-TYSON AIRPORT STONE ROAD, AT THE SOUTHEAST CORNER OF THE
 FB1901'AIRPORT FIELD, AND 17.3 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FB1901'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1403 AND SET IN
 FB1901'THE TOP OF A CONCRETE POST.
 FB1901
 FB1901                          STATION RECOVERY (1968)
 FB1901
 FB1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FB1901'MARK NOT FOUND.
 FB1901
 FB1901                          STATION RECOVERY (1982)
 FB1901
 FB1901'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1902 ***********************************************************************
 FB1902  DESIGNATION -  1403 A
 FB1902  PID         -  FB1902
 FB1902  STATE/COUNTY-  TN/KNOX
 FB1902  USGS QUAD   -  KNOXVILLE (1978)
 FB1902
 FB1902                         *CURRENT SURVEY CONTROL
 FB1902  ___________________________________________________________________
 FB1902* NAD 83(1986)-  35 56 46.     (N)    083 58 17.     (W)     SCALED    
 FB1902* NAVD 88     -       267.122  (meters)     876.38   (feet)  ADJUSTED  
 FB1902  ___________________________________________________________________
 FB1902  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1902  DYNAMIC HT  -         266.873 (meters)     875.57  (feet)  COMP
 FB1902  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FB1902
 FB1902  VERT ORDER  -  FIRST     CLASS I
 FB1902
 FB1902.The horizontal coordinates were scaled from a topographic map and have
 FB1902.an estimated accuracy of +/- 6 seconds.
 FB1902
 FB1902.The orthometric height was determined by differential leveling
 FB1902.and adjusted by the National Geodetic Survey in June 1991..
 FB1902
 FB1902.The geoid height was determined by GEOID03.
 FB1902
 FB1902.The dynamic height is computed by dividing the NAVD 88
 FB1902.geopotential number by the normal gravity value computed on the
 FB1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1902.degrees latitude (g = 980.6199 gals.).
 FB1902
 FB1902.The modeled gravity was interpolated from observed gravity values.
 FB1902
 FB1902;                    North         East    Units  Estimated Accuracy
 FB1902;SPC TN       -   180,830.      783,010.      MT  (+/- 180 meters Scaled)
 FB1902
 FB1902                          SUPERSEDED SURVEY CONTROL
 FB1902
 FB1902  NGVD 29 (??/??/92)  267.258  (m)          876.83   (f) ADJ UNCH    1 1
 FB1902
 FB1902.Superseded values are not recommended for survey control.
 FB1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1902.See file dsdata.txt to determine how the superseded data were derived.
 FB1902
 FB1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319820(NAD 83)
 FB1902_MARKER: DD = SURVEY DISK
 FB1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1902_STAMPING: 1403 A
 FB1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1902+STABILITY: SURFACE MOTION
 FB1902
 FB1902  HISTORY     - Date     Condition        Report By
 FB1902  HISTORY     - UNK      MONUMENTED       TNGS
 FB1902  HISTORY     - 1968     GOOD             NGS
 FB1902
 FB1902                          STATION DESCRIPTION
 FB1902
 FB1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1902'2.1 MI NE FROM BEARDEN.
 FB1902'ABOUT 2.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1902'RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.75 MILE NORTHEAST
 FB1902'OF U.S. HIGHWAY 11 OVERPASS OVER THE TRACK, 101 FEET WEST OF THE
 FB1902'CENTER OF A BLACKTOP ROAD CROSSING (TOBLER LANE), 96 FEET
 FB1902'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12.8 FEET NORTHWEST OF
 FB1902'THE NORTHWEST RAIL, 4.2 FEET NORTHWEST OF MILEPOST 134, ABOUT
 FB1902'1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FB1902'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 FB1902'NOTE-- THE MARK WAS STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1903 ***********************************************************************
 FB1903  DESIGNATION -  1404
 FB1903  PID         -  FB1903
 FB1903  STATE/COUNTY-  TN/KNOX
 FB1903  USGS QUAD   -  KNOXVILLE (1978)
 FB1903
 FB1903                         *CURRENT SURVEY CONTROL
 FB1903  ___________________________________________________________________
 FB1903* NAD 83(1986)-  35 56 42.     (N)    083 58 35.     (W)     SCALED    
 FB1903* NAVD 88     -       271.444  (meters)     890.56   (feet)  ADJUSTED  
 FB1903  ___________________________________________________________________
 FB1903  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1903  DYNAMIC HT  -         271.192 (meters)     889.74  (feet)  COMP
 FB1903  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FB1903
 FB1903  VERT ORDER  -  FIRST     CLASS II
 FB1903
 FB1903.The horizontal coordinates were scaled from a topographic map and have
 FB1903.an estimated accuracy of +/- 6 seconds.
 FB1903
 FB1903.The orthometric height was determined by differential leveling
 FB1903.and adjusted by the National Geodetic Survey in June 1991..
 FB1903
 FB1903.The geoid height was determined by GEOID03.
 FB1903
 FB1903.The dynamic height is computed by dividing the NAVD 88
 FB1903.geopotential number by the normal gravity value computed on the
 FB1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1903.degrees latitude (g = 980.6199 gals.).
 FB1903
 FB1903.The modeled gravity was interpolated from observed gravity values.
 FB1903
 FB1903;                    North         East    Units  Estimated Accuracy
 FB1903;SPC TN       -   180,700.      782,560.      MT  (+/- 180 meters Scaled)
 FB1903
 FB1903                          SUPERSEDED SURVEY CONTROL
 FB1903
 FB1903  NGVD 29 (??/??/92)  271.585  (m)          891.03   (f) ADJ UNCH    1 2
 FB1903
 FB1903.Superseded values are not recommended for survey control.
 FB1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1903.See file dsdata.txt to determine how the superseded data were derived.
 FB1903
 FB1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV315819(NAD 83)
 FB1903_MARKER: DD = SURVEY DISK
 FB1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1903_STAMPING: 1404
 FB1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1903+STABILITY: SURFACE MOTION
 FB1903
 FB1903  HISTORY     - Date     Condition        Report By
 FB1903  HISTORY     - UNK      MONUMENTED       TNGS
 FB1903  HISTORY     - 1961     GOOD             NGS
 FB1903  HISTORY     - 1968     MARK NOT FOUND   NGS
 FB1903  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1903
 FB1903                          STATION DESCRIPTION
 FB1903
 FB1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1903'AT BEARDEN.
 FB1903'FROM THE POST OFFICE IN BEARDEN, GO 1.3 MILES WEST ON KINGSTON
 FB1903'PIKE, THEN 0.15 MILES SOUTH ON NORTH SHORE DRIVE TO A RAILROAD
 FB1903'OVERPASS, THEN GO 1.6 MILE EAST ON THE SOUTHERN RAILWAY.  THE
 FB1903'BENCH MARK IS ABOUT 1.400 FT. SOUTHWEST OF MILEPOST 134, ABOUT
 FB1903'6 RAILS WEST OF A WHISTLE POST, 36 FT. NORTH OF THE NORTH RAIL,
 FB1903'35 FT. SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSING PROJECT APT.
 FB1903'193, 21.3 FT. SOUTH OF THE SOUTH SIDE OF THE HOUSING PROJECT
 FB1903'BUILDING, 5.6 FT. NORTH OF THE RAILWAY RIGHT-OF-WAY FENCE.  THE
 FB1903'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES AND IS
 FB1903'ABOUT 5 FT. ABOVE THE LEVEL OF THE TRACKS.
 FB1903
 FB1903                          STATION RECOVERY (1968)
 FB1903
 FB1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FB1903'MARK NOT FOUND.
 FB1903
 FB1903                          STATION RECOVERY (1982)
 FB1903
 FB1903'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1905 ***********************************************************************
 FB1905  DESIGNATION -  1405
 FB1905  PID         -  FB1905
 FB1905  STATE/COUNTY-  TN/KNOX
 FB1905  USGS QUAD   -  KNOXVILLE (1978)
 FB1905
 FB1905                         *CURRENT SURVEY CONTROL
 FB1905  ___________________________________________________________________
 FB1905* NAD 83(1986)-  35 56 20.     (N)    083 59 08.     (W)     SCALED    
 FB1905* NAVD 88     -       278.853  (meters)     914.87   (feet)  ADJUSTED  
 FB1905  ___________________________________________________________________
 FB1905  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1905  DYNAMIC HT  -         278.594 (meters)     914.02  (feet)  COMP
 FB1905  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 FB1905
 FB1905  VERT ORDER  -  FIRST     CLASS I
 FB1905
 FB1905.The horizontal coordinates were scaled from a topographic map and have
 FB1905.an estimated accuracy of +/- 6 seconds.
 FB1905
 FB1905.The orthometric height was determined by differential leveling
 FB1905.and adjusted by the National Geodetic Survey in June 1991..
 FB1905
 FB1905.The geoid height was determined by GEOID03.
 FB1905
 FB1905.The dynamic height is computed by dividing the NAVD 88
 FB1905.geopotential number by the normal gravity value computed on the
 FB1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1905.degrees latitude (g = 980.6199 gals.).
 FB1905
 FB1905.The modeled gravity was interpolated from observed gravity values.
 FB1905
 FB1905;                    North         East    Units  Estimated Accuracy
 FB1905;SPC TN       -   180,010.      781,750.      MT  (+/- 180 meters Scaled)
 FB1905
 FB1905                          SUPERSEDED SURVEY CONTROL
 FB1905
 FB1905  NGVD 29 (??/??/92)  278.988  (m)          915.31   (f) ADJ UNCH    1 1
 FB1905
 FB1905.Superseded values are not recommended for survey control.
 FB1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1905.See file dsdata.txt to determine how the superseded data were derived.
 FB1905
 FB1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV306812(NAD 83)
 FB1905_MARKER: DD = SURVEY DISK
 FB1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1905_STAMPING: 1405
 FB1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1905+STABILITY: SURFACE MOTION
 FB1905
 FB1905  HISTORY     - Date     Condition        Report By
 FB1905  HISTORY     - UNK      MONUMENTED       TNGS
 FB1905  HISTORY     - 1968     GOOD             NGS
 FB1905  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1905
 FB1905                          STATION DESCRIPTION
 FB1905
 FB1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1905'AT BEARDEN.
 FB1905'AT BEARDEN, ABOUT 1.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY
 FB1905'FROM THE RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.25
 FB1905'MILE SOUTHWEST OF U.S. HIGHWAY 11 OVERPASS OVER THE TRACK, ABOUT
 FB1905'0.1 MILE NORTHEAST OF MILEPOST 135, 103 FEET SOUTHWEST OF THE
 FB1905'SOUTH CORNER OF A CHAIN LINK FENCE AROUND A CONCRETE READY MIX
 FB1905'PLANT, 67.3 FEET EAST OF THE EAST CORNER OF A ONE STORY CONCRETE
 FB1905'BLOCK BUILDING, 14.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.1
 FB1905'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 FB1905'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FB1905'1.2 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE CONCRETE
 FB1905'POST LEANS TO THE NORTHEAST, BUT IS SOLID.
 FB1905
 FB1905                          STATION RECOVERY (1982)
 FB1905
 FB1905'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1906 ***********************************************************************
 FB1906  DESIGNATION -  1406
 FB1906  PID         -  FB1906
 FB1906  STATE/COUNTY-  TN/KNOX
 FB1906  USGS QUAD   -  KNOXVILLE (1978)
 FB1906
 FB1906                         *CURRENT SURVEY CONTROL
 FB1906  ___________________________________________________________________
 FB1906* NAD 83(1986)-  35 56 07.     (N)    083 59 26.     (W)     SCALED    
 FB1906* NAVD 88     -       274.173  (meters)     899.52   (feet)  POSTED    
 FB1906  ___________________________________________________________________
 FB1906  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1906  DYNAMIC HT  -         273.920 (meters)     898.69  (feet)  COMP
 FB1906  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FB1906
 FB1906  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FB1906
 FB1906.The horizontal coordinates were scaled from a topographic map and have
 FB1906.an estimated accuracy of +/- 6 seconds.
 FB1906
 FB1906.The orthometric height was determined by differential leveling
 FB1906.and adjusted by the National Geodetic Survey in 1992..
 FB1906.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FB1906.rate of 0.0 thru 1.0 mm/km.
 FB1906
 FB1906.The geoid height was determined by GEOID03.
 FB1906
 FB1906.The dynamic height is computed by dividing the NAVD 88
 FB1906.geopotential number by the normal gravity value computed on the
 FB1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1906.degrees latitude (g = 980.6199 gals.).
 FB1906
 FB1906.The modeled gravity was interpolated from observed gravity values.
 FB1906
 FB1906;                    North         East    Units  Estimated Accuracy
 FB1906;SPC TN       -   179,600.      781,310.      MT  (+/- 180 meters Scaled)
 FB1906
 FB1906                          SUPERSEDED SURVEY CONTROL
 FB1906
 FB1906  NGVD 29 (??/??/92)  274.312  (m)          899.97   (f) ADJ UNCH    1 2
 FB1906
 FB1906.Superseded values are not recommended for survey control.
 FB1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1906.See file dsdata.txt to determine how the superseded data were derived.
 FB1906
 FB1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV302809(NAD 83)
 FB1906_MARKER: DD = SURVEY DISK
 FB1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1906_STAMPING: 1406
 FB1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1906+STABILITY: SURFACE MOTION
 FB1906
 FB1906  HISTORY     - Date     Condition        Report By
 FB1906  HISTORY     - UNK      MONUMENTED       TNGS
 FB1906  HISTORY     - 1961     MARK NOT FOUND   NGS
 FB1906  HISTORY     - 1968     MARK NOT FOUND   NGS
 FB1906  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1906
 FB1906                          STATION DESCRIPTION
 FB1906
 FB1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1906'AT BEARDEN.
 FB1906'0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1906'AT BEARDEN, NEAR THE BOWMAN HAT CO. BUILDING, AT SIGNAL 1354 A,
 FB1906'39 YARDS NORTHEAST OF A SWITCH FROG, 13 YARDS EAST OF A DOUBLE POLE
 FB1906'TELEGRAPH SUPPORT, ON THE RAILROAD BERM, AND 1 FOOT LOWER THAN THE
 FB1906'TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 1406 AND
 FB1906'SET IN THE TOP OF A CONCRETE POST.
 FB1906
 FB1906                          STATION RECOVERY (1968)
 FB1906
 FB1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FB1906'MARK NOT FOUND.
 FB1906
 FB1906                          STATION RECOVERY (1982)
 FB1906
 FB1906'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1908 ***********************************************************************
 FB1908  DESIGNATION -  1407
 FB1908  PID         -  FB1908
 FB1908  STATE/COUNTY-  TN/KNOX
 FB1908  USGS QUAD   -  KNOXVILLE (1978)
 FB1908
 FB1908                         *CURRENT SURVEY CONTROL
 FB1908  ___________________________________________________________________
 FB1908* NAD 83(1986)-  35 56 02.     (N)    083 59 39.     (W)     SCALED    
 FB1908* NAVD 88     -       271.497  (meters)     890.74   (feet)  ADJUSTED  
 FB1908  ___________________________________________________________________
 FB1908  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1908  DYNAMIC HT  -         271.244 (meters)     889.91  (feet)  COMP
 FB1908  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FB1908
 FB1908  VERT ORDER  -  FIRST     CLASS I
 FB1908
 FB1908.The horizontal coordinates were scaled from a topographic map and have
 FB1908.an estimated accuracy of +/- 6 seconds.
 FB1908
 FB1908.The orthometric height was determined by differential leveling
 FB1908.and adjusted by the National Geodetic Survey in June 1991..
 FB1908
 FB1908.The geoid height was determined by GEOID03.
 FB1908
 FB1908.The dynamic height is computed by dividing the NAVD 88
 FB1908.geopotential number by the normal gravity value computed on the
 FB1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1908.degrees latitude (g = 980.6199 gals.).
 FB1908
 FB1908.The modeled gravity was interpolated from observed gravity values.
 FB1908
 FB1908;                    North         East    Units  Estimated Accuracy
 FB1908;SPC TN       -   179,440.      780,980.      MT  (+/- 180 meters Scaled)
 FB1908
 FB1908                          SUPERSEDED SURVEY CONTROL
 FB1908
 FB1908  NGVD 29 (??/??/92)  271.631  (m)          891.18   (f) ADJ UNCH    1 1
 FB1908
 FB1908.Superseded values are not recommended for survey control.
 FB1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1908.See file dsdata.txt to determine how the superseded data were derived.
 FB1908
 FB1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV298807(NAD 83)
 FB1908_MARKER: DD = SURVEY DISK
 FB1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1908_STAMPING: 1407
 FB1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1908+STABILITY: SURFACE MOTION
 FB1908
 FB1908  HISTORY     - Date     Condition        Report By
 FB1908  HISTORY     - UNK      MONUMENTED       TNGS
 FB1908  HISTORY     - 1968     GOOD             NGS
 FB1908
 FB1908                          STATION DESCRIPTION
 FB1908
 FB1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1908'AT BEARDEN.
 FB1908'AT BEARDEN, ABOUT 0.6 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FB1908'FROM THE RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.4 MILE
 FB1908'SOUTHWEST OF MILEPOST 135, ABOUT 7 RAILS SOUTHWEST OF THE SOUTHWEST
 FB1908'END OF A CURVE IN THE TRACK, NEAR THE TWELFTH HOLE OF A LARGE GOLF
 FB1908'COURSE, 29 1/2 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A
 FB1908'WALKWAY OVER A 30-INCH PIPE CULVERT AT A DITCH AT THE GOLF
 FB1908'COURSE, 7.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 2 FEET
 FB1908'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FB1908'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0116 ***********************************************************************
 FC0116  DESIGNATION -  1408
 FC0116  PID         -  FC0116
 FC0116  STATE/COUNTY-  TN/KNOX
 FC0116  USGS QUAD   -  BEARDEN (1990)
 FC0116
 FC0116                         *CURRENT SURVEY CONTROL
 FC0116  ___________________________________________________________________
 FC0116* NAD 83(1986)-  35 55 52.     (N)    084 00 10.     (W)     SCALED    
 FC0116* NAVD 88     -       267.981  (meters)     879.20   (feet)  ADJUSTED  
 FC0116  ___________________________________________________________________
 FC0116  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0116  DYNAMIC HT  -         267.731 (meters)     878.38  (feet)  COMP
 FC0116  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FC0116
 FC0116  VERT ORDER  -  FIRST     CLASS I
 FC0116
 FC0116.The horizontal coordinates were scaled from a topographic map and have
 FC0116.an estimated accuracy of +/- 6 seconds.
 FC0116
 FC0116.The orthometric height was determined by differential leveling
 FC0116.and adjusted by the National Geodetic Survey in June 1991..
 FC0116
 FC0116.The geoid height was determined by GEOID03.
 FC0116
 FC0116.The dynamic height is computed by dividing the NAVD 88
 FC0116.geopotential number by the normal gravity value computed on the
 FC0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0116.degrees latitude (g = 980.6199 gals.).
 FC0116
 FC0116.The modeled gravity was interpolated from observed gravity values.
 FC0116
 FC0116;                    North         East    Units  Estimated Accuracy
 FC0116;SPC TN       -   179,110.      780,210.      MT  (+/- 180 meters Scaled)
 FC0116
 FC0116                          SUPERSEDED SURVEY CONTROL
 FC0116
 FC0116  NGVD 29 (??/??/92)  268.113  (m)          879.63   (f) ADJ UNCH    1 1
 FC0116
 FC0116.Superseded values are not recommended for survey control.
 FC0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0116.See file dsdata.txt to determine how the superseded data were derived.
 FC0116
 FC0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE704804(NAD 83)
 FC0116_MARKER: DD = SURVEY DISK
 FC0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0116_STAMPING: 1408
 FC0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0116+STABILITY: SURFACE MOTION
 FC0116
 FC0116  HISTORY     - Date     Condition        Report By
 FC0116  HISTORY     - UNK      MONUMENTED       TNGS
 FC0116  HISTORY     - 1968     GOOD             NGS
 FC0116  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FC0116
 FC0116                          STATION DESCRIPTION
 FC0116
 FC0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0116'AT BEARDEN.
 FC0116'AT BEARDEN, ABOUT 78 YARDS SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0116'FROM THE CENTER OF RAILWAY OVERPASS OVER LAKE SHORE DRIVE, ABOUT
 FC0116'0.1 MILE SOUTHWEST OF MILEPOST 136, 41 FEET WEST OF AND ACROSS THE
 FC0116'TRACK FROM A 4-INCH METAL POST SUPPORTING A RAILWAY TELEPHONE,
 FC0116'20.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 FC0116'28 1/2 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A STREET
 FC0116'THAT LEADS NORTHWEST AWAY FROM THE TRACK, 1.5 FEET SOUTHEAST OF
 FC0116'A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 FC0116'GROUND AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 FC0116'LEVEL OF THE GROUND.
 FC0116
 FC0116                          STATION RECOVERY (1982)
 FC0116
 FC0116'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0113 ***********************************************************************
 FC0113  DESIGNATION -  1411
 FC0113  PID         -  FC0113
 FC0113  STATE/COUNTY-  TN/KNOX
 FC0113  USGS QUAD   -  BEARDEN (1990)
 FC0113
 FC0113                         *CURRENT SURVEY CONTROL
 FC0113  ___________________________________________________________________
 FC0113* NAD 83(1986)-  35 55 01.     (N)    084 01 49.     (W)     SCALED    
 FC0113* NAVD 88     -       285.013  (meters)     935.08   (feet)  ADJUSTED  
 FC0113  ___________________________________________________________________
 FC0113  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0113  DYNAMIC HT  -         284.747 (meters)     934.21  (feet)  COMP
 FC0113  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC0113
 FC0113  VERT ORDER  -  FIRST     CLASS I
 FC0113
 FC0113.The horizontal coordinates were scaled from a topographic map and have
 FC0113.an estimated accuracy of +/- 6 seconds.
 FC0113
 FC0113.The orthometric height was determined by differential leveling
 FC0113.and adjusted by the National Geodetic Survey in June 1991..
 FC0113
 FC0113.The geoid height was determined by GEOID03.
 FC0113
 FC0113.The dynamic height is computed by dividing the NAVD 88
 FC0113.geopotential number by the normal gravity value computed on the
 FC0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0113.degrees latitude (g = 980.6199 gals.).
 FC0113
 FC0113.The modeled gravity was interpolated from observed gravity values.
 FC0113
 FC0113;                    North         East    Units  Estimated Accuracy
 FC0113;SPC TN       -   177,490.      777,760.      MT  (+/- 180 meters Scaled)
 FC0113
 FC0113                          SUPERSEDED SURVEY CONTROL
 FC0113
 FC0113  NGVD 29 (??/??/92)  285.147  (m)          935.52   (f) ADJ UNCH    1 1
 FC0113
 FC0113.Superseded values are not recommended for survey control.
 FC0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0113.See file dsdata.txt to determine how the superseded data were derived.
 FC0113
 FC0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE679788(NAD 83)
 FC0113_MARKER: DB = BENCH MARK DISK
 FC0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0113_STAMPING: 1411
 FC0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0113+STABILITY: SURFACE MOTION
 FC0113
 FC0113  HISTORY     - Date     Condition        Report By
 FC0113  HISTORY     - UNK      MONUMENTED       TNGS
 FC0113  HISTORY     - 1968     GOOD             NGS
 FC0113  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FC0113
 FC0113                          STATION DESCRIPTION
 FC0113
 FC0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0113'1.8 MI SW FROM BEARDEN.
 FC0113'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0113'RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.1 MILE NORTHEAST
 FC0113'OF MILEPOST 138, 18 FEET WEST OF THE CENTER OF THE CROSSING OF
 FC0113'MORRELL ROAD, 9.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 13 FEET
 FC0113'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF THE
 FC0113'SOUTHEAST END OF THE CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT
 FC0113'UNDER THE ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 FC0113'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FC0113'GROUND.  NOTE-- THIS PARTY WAS INFORMED THAT THE ROAD WOULD BE
 FC0113'REBUILT TO 4 LANES AND THE MARK DESTROYED.
 FC0113
 FC0113                          STATION RECOVERY (1982)
 FC0113
 FC0113'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0111 ***********************************************************************
 FC0111  DESIGNATION -  1412
 FC0111  PID         -  FC0111
 FC0111  STATE/COUNTY-  TN/KNOX
 FC0111  USGS QUAD   -  BEARDEN (1990)
 FC0111
 FC0111                         *CURRENT SURVEY CONTROL
 FC0111  ___________________________________________________________________
 FC0111* NAD 83(1986)-  35 54 50.     (N)    084 02 06.     (W)     SCALED    
 FC0111* NAVD 88     -       288.889  (meters)     947.80   (feet)  POSTED    
 FC0111  ___________________________________________________________________
 FC0111  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0111  DYNAMIC HT  -         288.620 (meters)     946.91  (feet)  COMP
 FC0111  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 FC0111
 FC0111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0111
 FC0111.The horizontal coordinates were scaled from a topographic map and have
 FC0111.an estimated accuracy of +/- 6 seconds.
 FC0111
 FC0111.The orthometric height was determined by differential leveling
 FC0111.and adjusted by the National Geodetic Survey in 1992..
 FC0111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0111.rate of 0.0 thru 1.0 mm/km.
 FC0111
 FC0111.The geoid height was determined by GEOID03.
 FC0111
 FC0111.The dynamic height is computed by dividing the NAVD 88
 FC0111.geopotential number by the normal gravity value computed on the
 FC0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0111.degrees latitude (g = 980.6199 gals.).
 FC0111
 FC0111.The modeled gravity was interpolated from observed gravity values.
 FC0111
 FC0111;                    North         East    Units  Estimated Accuracy
 FC0111;SPC TN       -   177,140.      777,340.      MT  (+/- 180 meters Scaled)
 FC0111
 FC0111                          SUPERSEDED SURVEY CONTROL
 FC0111
 FC0111  NGVD 29 (??/??/92)  289.027  (m)          948.25   (f) ADJ UNCH    1 2
 FC0111
 FC0111.Superseded values are not recommended for survey control.
 FC0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0111.See file dsdata.txt to determine how the superseded data were derived.
 FC0111
 FC0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE675784(NAD 83)
 FC0111_MARKER: DD = SURVEY DISK
 FC0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0111_STAMPING: 1412
 FC0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0111+STABILITY: SURFACE MOTION
 FC0111
 FC0111  HISTORY     - Date     Condition        Report By
 FC0111  HISTORY     - UNK      MONUMENTED       TNGS
 FC0111  HISTORY     - 1936     GOOD             NGS
 FC0111  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0111
 FC0111                          STATION DESCRIPTION
 FC0111
 FC0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0111'2.2 MI SW FROM BEARDEN.
 FC0111'2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC0111'BEARDEN, KNOX COUNTY, 1,240 FEET SOUTHWEST OF WRIGHTS FERRY ROAD,
 FC0111'200 FEET SOUTHWEST OF A FENCE LEADING TO A WHITE HOUSE ABOUT 1/4
 FC0111'MILE SOUTHEAST OF THE TRACK, OPPOSITE A WHISTLE POST, AND 15 FEET
 FC0111'NORTH OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD
 FC0111'DISK, STAMPED 1412 AND SET IN THE TOP OF A CONCRETE POST.
 FC0111
 FC0111                          STATION RECOVERY (1968)
 FC0111
 FC0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0110 ***********************************************************************
 FC0110  DESIGNATION -  1413
 FC0110  PID         -  FC0110
 FC0110  STATE/COUNTY-  TN/KNOX
 FC0110  USGS QUAD   -  BEARDEN (1990)
 FC0110
 FC0110                         *CURRENT SURVEY CONTROL
 FC0110  ___________________________________________________________________
 FC0110* NAD 83(1986)-  35 54 32.     (N)    084 02 30.     (W)     SCALED    
 FC0110* NAVD 88     -       296.440  (meters)     972.57   (feet)  POSTED    
 FC0110  ___________________________________________________________________
 FC0110  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0110  DYNAMIC HT  -         296.160 (meters)     971.65  (feet)  COMP
 FC0110  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FC0110
 FC0110  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0110
 FC0110.The horizontal coordinates were scaled from a topographic map and have
 FC0110.an estimated accuracy of +/- 6 seconds.
 FC0110
 FC0110.The orthometric height was determined by differential leveling
 FC0110.and adjusted by the National Geodetic Survey in 1992..
 FC0110.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0110.rate of 0.0 thru 1.0 mm/km.
 FC0110
 FC0110.The geoid height was determined by GEOID03.
 FC0110
 FC0110.The dynamic height is computed by dividing the NAVD 88
 FC0110.geopotential number by the normal gravity value computed on the
 FC0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0110.degrees latitude (g = 980.6199 gals.).
 FC0110
 FC0110.The modeled gravity was interpolated from observed gravity values.
 FC0110
 FC0110;                    North         East    Units  Estimated Accuracy
 FC0110;SPC TN       -   176,580.      776,750.      MT  (+/- 180 meters Scaled)
 FC0110
 FC0110                          SUPERSEDED SURVEY CONTROL
 FC0110
 FC0110  NGVD 29 (??/??/92)  296.578  (m)          973.02   (f) ADJ UNCH    1 2
 FC0110
 FC0110.Superseded values are not recommended for survey control.
 FC0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0110.See file dsdata.txt to determine how the superseded data were derived.
 FC0110
 FC0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE669778(NAD 83)
 FC0110_MARKER: DD = SURVEY DISK
 FC0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0110_STAMPING: 1413
 FC0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0110+STABILITY: SURFACE MOTION
 FC0110
 FC0110  HISTORY     - Date     Condition        Report By
 FC0110  HISTORY     - UNK      MONUMENTED       TNGS
 FC0110  HISTORY     - 1936     GOOD             NGS
 FC0110  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0110
 FC0110                          STATION DESCRIPTION
 FC0110
 FC0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0110'0.2 MI NE FROM WRIGHT.
 FC0110'0.2 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0110'AT WRIGHT, KNOX COUNTY, 0.3 MILE NORTHEAST OF MILEPOST 140, 17
 FC0110'RAILS SOUTHWEST OF A FARM-ROAD CROSSING, 11 YARDS NORTHEAST OF THE
 FC0110'FIRST POLE NORTHEAST OF POLE E 42, ON A HIGH BANK AT A CUT, AND
 FC0110'12 FEET HIGHER THAN THE TRACK.  A STATE SURVEY STANDARD DISK,
 FC0110'STAMPED 1413 AND SET IN THE TOP OF A CONCRETE POST.
 FC0110
 FC0110                          STATION RECOVERY (1968)
 FC0110
 FC0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0108 ***********************************************************************
 FC0108  DESIGNATION -  1414
 FC0108  PID         -  FC0108
 FC0108  STATE/COUNTY-  TN/KNOX
 FC0108  USGS QUAD   -  BEARDEN (1990)
 FC0108
 FC0108                         *CURRENT SURVEY CONTROL
 FC0108  ___________________________________________________________________
 FC0108* NAD 83(1986)-  35 54 02.     (N)    084 03 11.     (W)     SCALED    
 FC0108* NAVD 88     -       286.357  (meters)     939.49   (feet)  POSTED    
 FC0108  ___________________________________________________________________
 FC0108  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0108  DYNAMIC HT  -         286.090 (meters)     938.61  (feet)  COMP
 FC0108  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FC0108
 FC0108  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FC0108
 FC0108.The horizontal coordinates were scaled from a topographic map and have
 FC0108.an estimated accuracy of +/- 6 seconds.
 FC0108
 FC0108.The orthometric height was determined by differential leveling
 FC0108.and adjusted by the National Geodetic Survey in 1992..
 FC0108.No vertical observational check was made to the station.
 FC0108.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FC0108.was located on a no-check spur therefore a value was not computed.
 FC0108
 FC0108.The geoid height was determined by GEOID03.
 FC0108
 FC0108.The dynamic height is computed by dividing the NAVD 88
 FC0108.geopotential number by the normal gravity value computed on the
 FC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0108.degrees latitude (g = 980.6199 gals.).
 FC0108
 FC0108.The modeled gravity was interpolated from observed gravity values.
 FC0108
 FC0108;                    North         East    Units  Estimated Accuracy
 FC0108;SPC TN       -   175,630.      775,740.      MT  (+/- 180 meters Scaled)
 FC0108
 FC0108                          SUPERSEDED SURVEY CONTROL
 FC0108
 FC0108  NGVD 29 (??/??/92)  286.494  (m)          939.94   (f) ADJ UNCH    1 2
 FC0108
 FC0108.Superseded values are not recommended for survey control.
 FC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0108.See file dsdata.txt to determine how the superseded data were derived.
 FC0108
 FC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE659769(NAD 83)
 FC0108_MARKER: DD = SURVEY DISK
 FC0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0108_STAMPING: 1414
 FC0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0108+STABILITY: SURFACE MOTION
 FC0108
 FC0108  HISTORY     - Date     Condition        Report By
 FC0108  HISTORY     - UNK      MONUMENTED       TNGS
 FC0108  HISTORY     - 1936     GOOD             NGS
 FC0108  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0108
 FC0108                          STATION DESCRIPTION
 FC0108
 FC0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0108'1.1 MI NE FROM EBENEZER.
 FC0108'1.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE
 FC0108'AT EBENEZER, KNOX COUNTY, AT A GROUP OF SECTION HOUSES SOUTHWEST
 FC0108'OF THE STATION AT WRIGHT, 57 FEET NORTHEAST OF THE NORTHEAST
 FC0108'CORNER OF THE NORTHEAST HOUSE, 12 FEET SOUTHEAST OF THE CENTERLINE
 FC0108'OF THE WEST EMERY-EBENEZER ROAD, 5 FEET NORTHWEST OF THE STUMP
 FC0108'OF A 12-INCH TREE, 6 FEET NORTHWEST OF THE FENCE, AND ABOUT LEVEL
 FC0108'WITH THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED 1414 AND
 FC0108'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 FC0108'1936 THAT THIS MARK WAS IN DANGER OF DESTRUCTION DUE TO ROAD
 FC0108'CONSTRUCTION.
 FC0108
 FC0108                          STATION RECOVERY (1968)
 FC0108
 FC0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0106 ***********************************************************************
 FC0106  DESIGNATION -  1415
 FC0106  PID         -  FC0106
 FC0106  STATE/COUNTY-  TN/KNOX
 FC0106  USGS QUAD   -  BEARDEN (1990)
 FC0106
 FC0106                         *CURRENT SURVEY CONTROL
 FC0106  ___________________________________________________________________
 FC0106* NAD 83(1986)-  35 53 48.     (N)    084 03 50.     (W)     SCALED    
 FC0106* NAVD 88     -       278.663  (meters)     914.25   (feet)  POSTED    
 FC0106  ___________________________________________________________________
 FC0106  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0106  DYNAMIC HT  -         278.400 (meters)     913.38  (feet)  COMP
 FC0106  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 FC0106
 FC0106  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0106
 FC0106.The horizontal coordinates were scaled from a topographic map and have
 FC0106.an estimated accuracy of +/- 6 seconds.
 FC0106
 FC0106.The orthometric height was determined by differential leveling
 FC0106.and adjusted by the National Geodetic Survey in 1992..
 FC0106.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0106.rate of 0.0 thru 1.0 mm/km.
 FC0106
 FC0106.The geoid height was determined by GEOID03.
 FC0106
 FC0106.The dynamic height is computed by dividing the NAVD 88
 FC0106.geopotential number by the normal gravity value computed on the
 FC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0106.degrees latitude (g = 980.6199 gals.).
 FC0106
 FC0106.The modeled gravity was interpolated from observed gravity values.
 FC0106
 FC0106;                    North         East    Units  Estimated Accuracy
 FC0106;SPC TN       -   175,180.      774,770.      MT  (+/- 180 meters Scaled)
 FC0106
 FC0106                          SUPERSEDED SURVEY CONTROL
 FC0106
 FC0106  NGVD 29 (??/??/92)  278.796  (m)          914.68   (f) ADJ UNCH    1 2
 FC0106
 FC0106.Superseded values are not recommended for survey control.
 FC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0106.See file dsdata.txt to determine how the superseded data were derived.
 FC0106
 FC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE650764(NAD 83)
 FC0106_MARKER: DD = SURVEY DISK
 FC0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0106_STAMPING: 1415
 FC0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0106+STABILITY: SURFACE MOTION
 FC0106
 FC0106  HISTORY     - Date     Condition        Report By
 FC0106  HISTORY     - UNK      MONUMENTED       TNGS
 FC0106  HISTORY     - 1936     GOOD             NGS
 FC0106  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0106
 FC0106                          STATION DESCRIPTION
 FC0106
 FC0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0106'0.4 MI NE FROM EBENEZER.
 FC0106'0.4 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE
 FC0106'AT EBENEZER, KNOX COUNTY, 249 FEET SOUTHWEST OF SIGNAL 1402 A, 11
 FC0106'RAILS SOUTHWEST OF A TOOL HOUSE, 240 FEET SOUTHWEST OF A GRADE
 FC0106'CROSSING, AT THE TOP OF A 20-FOOT RAILROAD FILL, ON THE OUTSIDE
 FC0106'OF A CURVE, 25 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 FC0106'20 FEET NORTH OF A POWER-TRANSMISSION LINE POLE, AND ABOUT 3 FEET
 FC0106'LOWER THAN THE TOP OF THE SOUTH RAIL.  A STATE SURVEY STANDARD DISK,
 FC0106'STAMPED 1415 AND SET IN THE TOP OF A CONCRETE POST.
 FC0106
 FC0106                          STATION RECOVERY (1968)
 FC0106
 FC0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0105 ***********************************************************************
 FC0105  DESIGNATION -  1416
 FC0105  PID         -  FC0105
 FC0105  STATE/COUNTY-  TN/KNOX
 FC0105  USGS QUAD   -  BEARDEN (1990)
 FC0105
 FC0105                         *CURRENT SURVEY CONTROL
 FC0105  ___________________________________________________________________
 FC0105* NAD 83(1986)-  35 53 46.     (N)    084 04 26.     (W)     SCALED    
 FC0105* NAVD 88     -       274.511  (meters)     900.62   (feet)  ADJUSTED  
 FC0105  ___________________________________________________________________
 FC0105  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0105  DYNAMIC HT  -         274.255 (meters)     899.78  (feet)  COMP
 FC0105  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FC0105
 FC0105  VERT ORDER  -  FIRST     CLASS I
 FC0105
 FC0105.The horizontal coordinates were scaled from a topographic map and have
 FC0105.an estimated accuracy of +/- 6 seconds.
 FC0105
 FC0105.The orthometric height was determined by differential leveling
 FC0105.and adjusted by the National Geodetic Survey in June 1991..
 FC0105
 FC0105.The geoid height was determined by GEOID03.
 FC0105
 FC0105.The dynamic height is computed by dividing the NAVD 88
 FC0105.geopotential number by the normal gravity value computed on the
 FC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0105.degrees latitude (g = 980.6199 gals.).
 FC0105
 FC0105.The modeled gravity was interpolated from observed gravity values.
 FC0105
 FC0105;                    North         East    Units  Estimated Accuracy
 FC0105;SPC TN       -   175,100.      773,870.      MT  (+/- 180 meters Scaled)
 FC0105
 FC0105                          SUPERSEDED SURVEY CONTROL
 FC0105
 FC0105  NGVD 29 (??/??/92)  274.645  (m)          901.06   (f) ADJ UNCH    1 1
 FC0105
 FC0105.Superseded values are not recommended for survey control.
 FC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0105.See file dsdata.txt to determine how the superseded data were derived.
 FC0105
 FC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE641763(NAD 83)
 FC0105_MARKER: DD = SURVEY DISK
 FC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0105_STAMPING: 1416
 FC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0105+STABILITY: SURFACE MOTION
 FC0105
 FC0105  HISTORY     - Date     Condition        Report By
 FC0105  HISTORY     - UNK      MONUMENTED       TNGS
 FC0105  HISTORY     - 1968     GOOD             NGS
 FC0105
 FC0105                          STATION DESCRIPTION
 FC0105
 FC0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0105'4.2 MI NE FROM CONCORD.
 FC0105'ABOUT 4.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0105'POST OFFICE AT CONCORD, ALSO ABOUT 4.7 MILES SOUTHWEST ALONG THE
 FC0105'SOUTHERN RAILWAY FROM THE RAILWAY OVERPASS OVER LAKE SHORE DRIVE
 FC0105'AT BEARDEN, ABOUT 0.2 MILE NORTHEAST OF THE MILEPOST 141, ABOUT
 FC0105'0.15 MILE WEST OF THE CROSSING OF EBENEZER ROAD, AT THE WEST END
 FC0105'OF A LONG LOW CUT, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 FC0105'EXTENDING EAST AND SOUTHWEST, 21.3 FEET NORTH OF THE NORTH RAIL AND
 FC0105'IS ON LINE WITH THE NORTH RAIL ON THE EAST SIDE OF THE CURVE,
 FC0105'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0105'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0104 ***********************************************************************
 FC0104  DESIGNATION -  1417
 FC0104  PID         -  FC0104
 FC0104  STATE/COUNTY-  TN/KNOX
 FC0104  USGS QUAD   -  BEARDEN (1990)
 FC0104
 FC0104                         *CURRENT SURVEY CONTROL
 FC0104  ___________________________________________________________________
 FC0104* NAD 83(1986)-  35 53 41.     (N)    084 04 42.     (W)     SCALED    
 FC0104* NAVD 88     -       275.455  (meters)     903.72   (feet)  ADJUSTED  
 FC0104  ___________________________________________________________________
 FC0104  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0104  DYNAMIC HT  -         275.198 (meters)     902.88  (feet)  COMP
 FC0104  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FC0104
 FC0104  VERT ORDER  -  FIRST     CLASS I
 FC0104
 FC0104.The horizontal coordinates were scaled from a topographic map and have
 FC0104.an estimated accuracy of +/- 6 seconds.
 FC0104
 FC0104.The orthometric height was determined by differential leveling
 FC0104.and adjusted by the National Geodetic Survey in June 1991..
 FC0104
 FC0104.The geoid height was determined by GEOID03.
 FC0104
 FC0104.The dynamic height is computed by dividing the NAVD 88
 FC0104.geopotential number by the normal gravity value computed on the
 FC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0104.degrees latitude (g = 980.6199 gals.).
 FC0104
 FC0104.The modeled gravity was interpolated from observed gravity values.
 FC0104
 FC0104;                    North         East    Units  Estimated Accuracy
 FC0104;SPC TN       -   174,940.      773,480.      MT  (+/- 180 meters Scaled)
 FC0104
 FC0104                          SUPERSEDED SURVEY CONTROL
 FC0104
 FC0104  NGVD 29 (??/??/92)  275.589  (m)          904.16   (f) ADJ UNCH    1 1
 FC0104
 FC0104.Superseded values are not recommended for survey control.
 FC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0104.See file dsdata.txt to determine how the superseded data were derived.
 FC0104
 FC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE637762(NAD 83)
 FC0104_MARKER: DD = SURVEY DISK
 FC0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0104_STAMPING: 1417
 FC0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0104+STABILITY: SURFACE MOTION
 FC0104
 FC0104  HISTORY     - Date     Condition        Report By
 FC0104  HISTORY     - UNK      MONUMENTED       TNGS
 FC0104  HISTORY     - 1968     GOOD             NGS
 FC0104
 FC0104                          STATION DESCRIPTION
 FC0104
 FC0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0104'3.9 MI NE FROM CONCORD.
 FC0104'ABOUT 3.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0104'POST OFFICE AT CONCORD, ABOUT 155 YARDS SOUTHWEST OF MILEPOST 141,
 FC0104'ON THE OUTSIDE OF AND TOWARD THE NORTHEAST END OF A CURVE WITH
 FC0104'TANGENTS EXTENDING WEST AND NORTHEAST, ABOUT 75 FEET SOUTHWEST
 FC0104'OF THE SOUTHWEST END OF A ROCK CLIFF, 18 FEET SOUTHEAST OF THE
 FC0104'SOUTHEAST RAIL, 6 1/2 FEET NORTH OF A TELEGRAPH POLE, ABOUT 8 FEET
 FC0104'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0104'1 INCH BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0103 ***********************************************************************
 FC0103  DESIGNATION -  1418
 FC0103  PID         -  FC0103
 FC0103  STATE/COUNTY-  TN/KNOX
 FC0103  USGS QUAD   -  BEARDEN (1990)
 FC0103
 FC0103                         *CURRENT SURVEY CONTROL
 FC0103  ___________________________________________________________________
 FC0103* NAD 83(1986)-  35 53 38.     (N)    084 05 04.     (W)     SCALED    
 FC0103* NAVD 88     -       276.971  (meters)     908.70   (feet)  ADJUSTED  
 FC0103  ___________________________________________________________________
 FC0103  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0103  DYNAMIC HT  -         276.712 (meters)     907.85  (feet)  COMP
 FC0103  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FC0103
 FC0103  VERT ORDER  -  FIRST     CLASS I
 FC0103
 FC0103.The horizontal coordinates were scaled from a topographic map and have
 FC0103.an estimated accuracy of +/- 6 seconds.
 FC0103
 FC0103.The orthometric height was determined by differential leveling
 FC0103.and adjusted by the National Geodetic Survey in June 1991..
 FC0103
 FC0103.The geoid height was determined by GEOID03.
 FC0103
 FC0103.The dynamic height is computed by dividing the NAVD 88
 FC0103.geopotential number by the normal gravity value computed on the
 FC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0103.degrees latitude (g = 980.6199 gals.).
 FC0103
 FC0103.The modeled gravity was interpolated from observed gravity values.
 FC0103
 FC0103;                    North         East    Units  Estimated Accuracy
 FC0103;SPC TN       -   174,840.      772,930.      MT  (+/- 180 meters Scaled)
 FC0103
 FC0103                          SUPERSEDED SURVEY CONTROL
 FC0103
 FC0103  NGVD 29 (??/??/92)  277.103  (m)          909.13   (f) ADJ UNCH    1 1
 FC0103
 FC0103.Superseded values are not recommended for survey control.
 FC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0103.See file dsdata.txt to determine how the superseded data were derived.
 FC0103
 FC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE631761(NAD 83)
 FC0103_MARKER: DD = SURVEY DISK
 FC0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0103_STAMPING: 1418
 FC0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0103+STABILITY: SURFACE MOTION
 FC0103
 FC0103  HISTORY     - Date     Condition        Report By
 FC0103  HISTORY     - UNK      MONUMENTED       TNGS
 FC0103  HISTORY     - 1968     GOOD             NGS
 FC0103
 FC0103                          STATION DESCRIPTION
 FC0103
 FC0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0103'3.6 MI NE FROM CONCORD.
 FC0103'ABOUT 3.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0103'POST OFFICE AT CONCORD, ABOUT 0.35 MILE SOUTHWEST OF MILEPOST 141,
 FC0103'ABOUT 150 FEET NORTHWEST OF THE NORTHWEST RAIL, ON THE TOP OF A
 FC0103'SMALL KNOLL, NEAR A ONE STORY WHITE FRAME FARMHOUSE, 52 1/2 FEET
 FC0103'WEST OF THE SOUTH CORNER OF THE HOUSE, 40 FEET EAST-SOUTHEAST OF A
 FC0103'20-INCH CEDAR TREE, 19 FEET EAST OF A 14-INCH BOX ELDER TREE,
 FC0103'ABOUT 40 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FC0103'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0102 ***********************************************************************
 FC0102  DESIGNATION -  1419
 FC0102  PID         -  FC0102
 FC0102  STATE/COUNTY-  TN/KNOX
 FC0102  USGS QUAD   -  BEARDEN (1990)
 FC0102
 FC0102                         *CURRENT SURVEY CONTROL
 FC0102  ___________________________________________________________________
 FC0102* NAD 83(1986)-  35 53 28.     (N)    084 05 21.     (W)     SCALED    
 FC0102* NAVD 88     -       266.443  (meters)     874.16   (feet)  ADJUSTED  
 FC0102  ___________________________________________________________________
 FC0102  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0102  DYNAMIC HT  -         266.194 (meters)     873.34  (feet)  COMP
 FC0102  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FC0102
 FC0102  VERT ORDER  -  FIRST     CLASS I
 FC0102
 FC0102.The horizontal coordinates were scaled from a topographic map and have
 FC0102.an estimated accuracy of +/- 6 seconds.
 FC0102
 FC0102.The orthometric height was determined by differential leveling
 FC0102.and adjusted by the National Geodetic Survey in June 1991..
 FC0102
 FC0102.The geoid height was determined by GEOID03.
 FC0102
 FC0102.The dynamic height is computed by dividing the NAVD 88
 FC0102.geopotential number by the normal gravity value computed on the
 FC0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0102.degrees latitude (g = 980.6199 gals.).
 FC0102
 FC0102.The modeled gravity was interpolated from observed gravity values.
 FC0102
 FC0102;                    North         East    Units  Estimated Accuracy
 FC0102;SPC TN       -   174,520.      772,510.      MT  (+/- 180 meters Scaled)
 FC0102
 FC0102                          SUPERSEDED SURVEY CONTROL
 FC0102
 FC0102  NGVD 29 (??/??/92)  266.575  (m)          874.59   (f) ADJ UNCH    1 1
 FC0102
 FC0102.Superseded values are not recommended for survey control.
 FC0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0102.See file dsdata.txt to determine how the superseded data were derived.
 FC0102
 FC0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE627757(NAD 83)
 FC0102_MARKER: DD = SURVEY DISK
 FC0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0102_STAMPING: 1419
 FC0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0102+STABILITY: SURFACE MOTION
 FC0102
 FC0102  HISTORY     - Date     Condition        Report By
 FC0102  HISTORY     - UNK      MONUMENTED       TNGS
 FC0102  HISTORY     - 1968     GOOD             NGS
 FC0102
 FC0102                          STATION DESCRIPTION
 FC0102
 FC0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0102'3.2 MI NE FROM CONCORD.
 FC0102'ABOUT 3.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0102'POST OFFICE AT CONCORD, ABOUT 0.25 MILE NORTHEAST OF MILEPOST 142,
 FC0102'ABOUT 0.2 MILE NORTHEAST OF A NARROW GRAVELED ROAD CROSSING, ON
 FC0102'THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST,
 FC0102'19.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 9 1/2 FEET NORTH OF A
 FC0102'TELEGRAPH POLE WITH A GUY WIRE, 16 1/2 FEET NORTHWEST OF A
 FC0102'RIGHT-OF-WAY FENCE, 6 1/2 FEET SOUTH OF THE EXTENDED LINE OF THE
 FC0102'SOUTH RAIL WEST OF THE CURVE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 FC0102'TRACK AND SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW THE
 FC0102'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2650 ***********************************************************************
 AJ2650  DESIGNATION -  142
 AJ2650  PID         -  AJ2650
 AJ2650  STATE/COUNTY-  TN/SHELBY
 AJ2650  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2650
 AJ2650                         *CURRENT SURVEY CONTROL
 AJ2650  ___________________________________________________________________
 AJ2650* NAD 83(1995)-  35 01 14.54534(N)    089 40 25.69378(W)     ADJUSTED  
 AJ2650* NAVD 88     -       110.76   (meters)     363.4    (feet)  LEVELING  
 AJ2650  ___________________________________________________________________
 AJ2650  X           -      29,770.575 (meters)                     COMP
 AJ2650  Y           -  -5,229,092.216 (meters)                     COMP
 AJ2650  Z           -   3,639,796.201 (meters)                     COMP
 AJ2650  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AJ2650  ELLIP HEIGHT-          83.17  (meters)          (04/26/01) GPS OBS
 AJ2650  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AJ2650
 AJ2650  HORZ ORDER  -  FIRST
 AJ2650  VERT ORDER  -  THIRD ?
 AJ2650  ELLP ORDER  -  FOURTH    CLASS I
 AJ2650
 AJ2650.The horizontal coordinates were established by GPS observations
 AJ2650.and adjusted by the National Geodetic Survey in April 2001..
 AJ2650
 AJ2650.The orthometric height was determined by differential leveling.
 AJ2650.The vertical network tie was performed by a horz. field party for horz.
 AJ2650.obs reductions. Reset procedures were used to establish the elevation.
 AJ2650
 AJ2650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2650
 AJ2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2650
 AJ2650.The ellipsoidal height was determined by GPS observations
 AJ2650.and is referenced to NAD 83.
 AJ2650
 AJ2650.The geoid height was determined by GEOID03.
 AJ2650
 AJ2650;                    North         East     Units Scale Factor Converg.
 AJ2650;SPC TN       -    82,558.194   264,772.206   MT  1.00004837   -2 09 02.8
 AJ2650;SPC TN       -   270,859.67    868,673.48   sFT  1.00004837   -2 09 02.8
 AJ2650;UTM  16      - 3,878,607.487   256,041.985   MT  1.00033356   -1 32 06.6
 AJ2650
 AJ2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2650!SPC TN       -   0.99998695  x   1.00004837  =   1.00003531
 AJ2650!UTM  16      -   0.99998695  x   1.00033356  =   1.00032050
 AJ2650
 AJ2650                          SUPERSEDED SURVEY CONTROL
 AJ2650
 AJ2650.No superseded survey control is available for this station.
 AJ2650
 AJ2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5604278607(NAD 83)
 AJ2650_MARKER: DD = SURVEY DISK
 AJ2650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2650+WITH SETTING: INFORMATION.
 AJ2650_STAMPING: 142
 AJ2650_MARK LOGO: MLGW  
 AJ2650_PROJECTION: FLUSH
 AJ2650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2650+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2650_ROD/PIPE-DEPTH:  0.8 meters
 AJ2650
 AJ2650  HISTORY     - Date     Condition        Report By
 AJ2650  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2650
 AJ2650                          STATION DESCRIPTION
 AJ2650
 AJ2650'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2650'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 0.50
 AJ2650'MILES (0.80 KM) SOUTH OF COLLIERVILLE TENNESSEE.
 AJ2650'TO REACH THE STATION FROM THE INTERSECTION OF BYHALIA ROAD AND EAST
 AJ2650'SHELBY DRIVE PROCEED EAST ON EAST SHELBY DRIVE APPROXIMATELY 8.50
 AJ2650'MILES (13.68 KM) TO A CONCRETE BRIDGE OVER A DRAINAGE DITCH.  THE
 AJ2650'STATION IS ON THE RIGHT.
 AJ2650'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2650'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2650'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 724.00 FEET (220.68 M)
 AJ2650'WEST OF THE CENTERLINE OF A CONCRETE BRIDGE, BRIDGE NO. 79-A033-1.05,
 AJ2650'42.00 FEET (12.80 M) WEST OF A WOOD POWER POLE NO. 23293, 24.00 FEET
 AJ2650'(7.32 M) EAST OF THE CENTERLINE OF A GRAVEL ROAD TO AN ORCHARD, 22.50
 AJ2650'FEET (6.86 M) SOUTH OF THE CENTERLINE OF EAST SHELBY DRIVE, 27.00 FEET
 AJ2650'(8.23 M) WEST OF A MAILBOX FOR ADDRESS 11654 EAST SHELBY DRIVE.  THE
 AJ2650'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0100 ***********************************************************************
 FC0100  DESIGNATION -  1421
 FC0100  PID         -  FC0100
 FC0100  STATE/COUNTY-  TN/KNOX
 FC0100  USGS QUAD   -  BEARDEN (1990)
 FC0100
 FC0100                         *CURRENT SURVEY CONTROL
 FC0100  ___________________________________________________________________
 FC0100* NAD 83(1986)-  35 53 08.     (N)    084 06 04.     (W)     SCALED    
 FC0100* NAVD 88     -       258.548  (meters)     848.25   (feet)  POSTED    
 FC0100  ___________________________________________________________________
 FC0100  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0100  DYNAMIC HT  -         258.310 (meters)     847.47  (feet)  COMP
 FC0100  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FC0100
 FC0100  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0100
 FC0100.The horizontal coordinates were scaled from a topographic map and have
 FC0100.an estimated accuracy of +/- 6 seconds.
 FC0100
 FC0100.The orthometric height was determined by differential leveling
 FC0100.and adjusted by the National Geodetic Survey in 1992..
 FC0100.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0100.rate of 1.1 thru 2.0 mm/km.
 FC0100
 FC0100.The geoid height was determined by GEOID03.
 FC0100
 FC0100.The dynamic height is computed by dividing the NAVD 88
 FC0100.geopotential number by the normal gravity value computed on the
 FC0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0100.degrees latitude (g = 980.6199 gals.).
 FC0100
 FC0100.The modeled gravity was interpolated from observed gravity values.
 FC0100
 FC0100;                    North         East    Units  Estimated Accuracy
 FC0100;SPC TN       -   173,880.      771,440.      MT  (+/- 180 meters Scaled)
 FC0100
 FC0100                          SUPERSEDED SURVEY CONTROL
 FC0100
 FC0100  NGVD 29 (??/??/92)  258.683  (m)          848.70   (f) ADJ UNCH    1 2
 FC0100
 FC0100.Superseded values are not recommended for survey control.
 FC0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0100.See file dsdata.txt to determine how the superseded data were derived.
 FC0100
 FC0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE616751(NAD 83)
 FC0100_MARKER: DD = SURVEY DISK
 FC0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0100_STAMPING: 1421
 FC0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0100+STABILITY: SURFACE MOTION
 FC0100
 FC0100  HISTORY     - Date     Condition        Report By
 FC0100  HISTORY     - UNK      MONUMENTED       TNGS
 FC0100  HISTORY     - 1936     GOOD             NGS
 FC0100  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0100
 FC0100                          STATION DESCRIPTION
 FC0100
 FC0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0100'2.6 MI NE FROM CONCORD.
 FC0100'2.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0100'AT CONCORD, KNOX COUNTY, 2.0 MILES SOUTHWEST OF EBENEZER, AT A
 FC0100'POINT WHERE THE EBENEZER-CONCORD PIKE SWERVES IN AND CLOSELY
 FC0100'PARALLELS THE TRACK, 1,662 FEET NORTHEAST OF A DWELLING, 310 FEET
 FC0100'SOUTHWEST OF A FARM-ROAD CROSSING, 5-1/2 RAILS SOUTHWEST OF POLE
 FC0100'E 30, 33 YARDS SOUTHWEST OF A POWER-TRANSMISSION LINE POLE, AT THE
 FC0100'TOP OF A BANK FORMED BY A 6-FOOT CUT AT THE EDGE OF AN OLD ROAD,
 FC0100'14 FEET SOUTHEAST OF THE EDGE OF THE CUT, AND 250 YARDS FROM AND
 FC0100'DIRECTLY IN FRONT OF A FARMHOUSE FACING NORTHWEST.  A STATE SURVEY
 FC0100'STANDARD DISK, STAMPED 1421 AND SET IN THE TOP OF A CONCRETE POST.
 FC0100
 FC0100                          STATION RECOVERY (1968)
 FC0100
 FC0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0356 ***********************************************************************
 FC0356  DESIGNATION -  1421.325
 FC0356  PID         -  FC0356
 FC0356  STATE/COUNTY-  TN/POLK
 FC0356  USGS QUAD   -  DUCKTOWN (1990)
 FC0356
 FC0356                         *CURRENT SURVEY CONTROL
 FC0356  ___________________________________________________________________
 FC0356* NAD 83(1986)-  35 01 14.     (N)    084 24 55.     (W)     SCALED    
 FC0356* NAVD 88     -       439.045  (meters)    1440.43   (feet)  ADJUSTED  
 FC0356  ___________________________________________________________________
 FC0356  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC0356  DYNAMIC HT  -         438.599 (meters)    1438.97  (feet)  COMP
 FC0356  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 FC0356
 FC0356  VERT ORDER  -  SECOND    CLASS 0
 FC0356
 FC0356.The horizontal coordinates were scaled from a topographic map and have
 FC0356.an estimated accuracy of +/- 6 seconds.
 FC0356
 FC0356.The orthometric height was determined by differential leveling
 FC0356.and adjusted by the National Geodetic Survey in June 1991..
 FC0356
 FC0356.The geoid height was determined by GEOID03.
 FC0356
 FC0356.The dynamic height is computed by dividing the NAVD 88
 FC0356.geopotential number by the normal gravity value computed on the
 FC0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0356.degrees latitude (g = 980.6199 gals.).
 FC0356
 FC0356.The modeled gravity was interpolated from observed gravity values.
 FC0356
 FC0356;                    North         East    Units  Estimated Accuracy
 FC0356;SPC TN       -    77,420.      744,630.      MT  (+/- 180 meters Scaled)
 FC0356
 FC0356                          SUPERSEDED SURVEY CONTROL
 FC0356
 FC0356  NGVD 29 (??/??/92)  439.078  (m)         1440.54   (f) ADJ UNCH    2 0
 FC0356
 FC0356.Superseded values are not recommended for survey control.
 FC0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0356.See file dsdata.txt to determine how the superseded data were derived.
 FC0356
 FC0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD358783(NAD 83)
 FC0356_MARKER: DD = SURVEY DISK
 FC0356_SETTING: 66 = SET IN ROCK OUTCROP
 FC0356_SP_SET: LEDGE
 FC0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0356+STABILITY: POSITION/ELEVATION WELL
 FC0356
 FC0356  HISTORY     - Date     Condition        Report By
 FC0356  HISTORY     - UNK      MONUMENTED       USGS
 FC0356  HISTORY     - 1933     POOR             NGS
 FC0356
 FC0356                          STATION DESCRIPTION
 FC0356
 FC0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0356'1.6 MI S FROM POSTELLE.
 FC0356'1.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0356'POSTELLE, POLK COUNTY, 1/4 MILE SOUTHWEST OF MILEPOST L 378,
 FC0356'JUST EAST OF THE POINT OF DIVERGENCE FROM OCOEE RIVER, 35 FEET
 FC0356'EAST OF THE EAST RAIL, AND IN THE TOP OF A ROCK LEDGE, 8 FEET
 FC0356'LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FC0356'DISK.  NOTE-- IT WAS REPORTED IN 1933 THAT THE DISK WAS PRACTICALLY
 FC0356'DESTROYED, ONLY A SMALL TRIANGULAR FRAGMENT REMAINING ON THE TOP
 FC0356'OF THE STEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0098 ***********************************************************************
 FC0098  DESIGNATION -  1422
 FC0098  PID         -  FC0098
 FC0098  STATE/COUNTY-  TN/KNOX
 FC0098  USGS QUAD   -  BEARDEN (1990)
 FC0098
 FC0098                         *CURRENT SURVEY CONTROL
 FC0098  ___________________________________________________________________
 FC0098* NAD 83(1986)-  35 53 03.     (N)    084 06 21.     (W)     SCALED    
 FC0098* NAVD 88     -       254.174  (meters)     833.90   (feet)  ADJUSTED  
 FC0098  ___________________________________________________________________
 FC0098  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0098  DYNAMIC HT  -         253.937 (meters)     833.12  (feet)  COMP
 FC0098  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FC0098
 FC0098  VERT ORDER  -  FIRST     CLASS I
 FC0098
 FC0098.The horizontal coordinates were scaled from a topographic map and have
 FC0098.an estimated accuracy of +/- 6 seconds.
 FC0098
 FC0098.The orthometric height was determined by differential leveling
 FC0098.and adjusted by the National Geodetic Survey in June 1991..
 FC0098
 FC0098.The geoid height was determined by GEOID03.
 FC0098
 FC0098.The dynamic height is computed by dividing the NAVD 88
 FC0098.geopotential number by the normal gravity value computed on the
 FC0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0098.degrees latitude (g = 980.6199 gals.).
 FC0098
 FC0098.The modeled gravity was interpolated from observed gravity values.
 FC0098
 FC0098;                    North         East    Units  Estimated Accuracy
 FC0098;SPC TN       -   173,720.      771,020.      MT  (+/- 180 meters Scaled)
 FC0098
 FC0098                          SUPERSEDED SURVEY CONTROL
 FC0098
 FC0098  NGVD 29 (??/??/92)  254.304  (m)          834.33   (f) ADJ UNCH    1 1
 FC0098
 FC0098.Superseded values are not recommended for survey control.
 FC0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0098.See file dsdata.txt to determine how the superseded data were derived.
 FC0098
 FC0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE612749(NAD 83)
 FC0098_MARKER: DD = SURVEY DISK
 FC0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0098_STAMPING: 1422
 FC0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0098+STABILITY: SURFACE MOTION
 FC0098
 FC0098  HISTORY     - Date     Condition        Report By
 FC0098  HISTORY     - UNK      MONUMENTED       TNGS
 FC0098  HISTORY     - 1968     GOOD             NGS
 FC0098  HISTORY     - 1969     GOOD             TNDT
 FC0098
 FC0098                          STATION DESCRIPTION
 FC0098
 FC0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0098'2.2 MI NE FROM CONCORD.
 FC0098'ABOUT 2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0098'POST OFFICE AT CONCORD, ABOUT 0.2 MILE NORTHEAST OF MILEPOST
 FC0098'143, 175 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF FOX ROAD,
 FC0098'88 1/2 FEET EAST OF THE EAST CORNER OF A STONE CHIMNEY AT THE
 FC0098'NORTHEAST END OF A LARGE TWO-STORIED WHITE FRAME HOUSE, 27.5
 FC0098'FEET NORTHWEST OF THE NORTHWEST RAIL, 28 FEET EAST OF A 12-INCH
 FC0098'MAPLE TREE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 FC0098'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 FC0098'LEVEL OF THE GROUND.
 FC0098
 FC0098                          STATION RECOVERY (1969)
 FC0098
 FC0098'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FC0098'28 FT. NE OF 12 IN. ELM, 28 FT. SE OF 16 IN. ELM, 27.5 FT. NW OF NW
 FC0098'TRACK OF RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0097 ***********************************************************************
 FC0097  DESIGNATION -  1423
 FC0097  PID         -  FC0097
 FC0097  STATE/COUNTY-  TN/KNOX
 FC0097  USGS QUAD   -  BEARDEN (1990)
 FC0097
 FC0097                         *CURRENT SURVEY CONTROL
 FC0097  ___________________________________________________________________
 FC0097* NAD 83(1986)-  35 52 46.     (N)    084 06 42.     (W)     SCALED    
 FC0097* NAVD 88     -       258.247  (meters)     847.27   (feet)  ADJUSTED  
 FC0097  ___________________________________________________________________
 FC0097  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0097  DYNAMIC HT  -         258.006 (meters)     846.47  (feet)  COMP
 FC0097  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FC0097
 FC0097  VERT ORDER  -  FIRST     CLASS I
 FC0097
 FC0097.The horizontal coordinates were scaled from a topographic map and have
 FC0097.an estimated accuracy of +/- 6 seconds.
 FC0097
 FC0097.The orthometric height was determined by differential leveling
 FC0097.and adjusted by the National Geodetic Survey in June 1991..
 FC0097
 FC0097.The geoid height was determined by GEOID03.
 FC0097
 FC0097.The dynamic height is computed by dividing the NAVD 88
 FC0097.geopotential number by the normal gravity value computed on the
 FC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0097.degrees latitude (g = 980.6199 gals.).
 FC0097
 FC0097.The modeled gravity was interpolated from observed gravity values.
 FC0097
 FC0097;                    North         East    Units  Estimated Accuracy
 FC0097;SPC TN       -   173,180.      770,500.      MT  (+/- 180 meters Scaled)
 FC0097
 FC0097                          SUPERSEDED SURVEY CONTROL
 FC0097
 FC0097  NGVD 29 (??/??/92)  258.376  (m)          847.69   (f) ADJ UNCH    1 1
 FC0097
 FC0097.Superseded values are not recommended for survey control.
 FC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0097.See file dsdata.txt to determine how the superseded data were derived.
 FC0097
 FC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE607744(NAD 83)
 FC0097_MARKER: DD = SURVEY DISK
 FC0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0097_STAMPING: 1423
 FC0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0097+STABILITY: SURFACE MOTION
 FC0097
 FC0097  HISTORY     - Date     Condition        Report By
 FC0097  HISTORY     - UNK      MONUMENTED       TNGS
 FC0097  HISTORY     - 1968     GOOD             NGS
 FC0097
 FC0097                          STATION DESCRIPTION
 FC0097
 FC0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0097'1.7 MI NE FROM CONCORD.
 FC0097'ABOUT 1.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0097'POST OFFICE AT CONCORD, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST
 FC0097'143, ON THE TOP OF A HIGH BANK, 18.4 FEET SOUTHEAST OF THE
 FC0097'SOUTHEAST RAIL, 19 FEET NORTHWEST OF THE CENTER LINE OF A
 FC0097'BLACKTOP ROAD PARALLELING THE TRACK, 12 FEET NORTHEAST OF A
 FC0097'TELEGRAPH POLE, 8.8 FEET EAST OF A 4-INCH METAL POST SUPPORTING
 FC0097'A RAILWAY TELEPHONE, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK
 FC0097'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 FC0097'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0096 ***********************************************************************
 FC0096  DESIGNATION -  1424
 FC0096  PID         -  FC0096
 FC0096  STATE/COUNTY-  TN/KNOX
 FC0096  USGS QUAD   -  BEARDEN (1990)
 FC0096
 FC0096                         *CURRENT SURVEY CONTROL
 FC0096  ___________________________________________________________________
 FC0096* NAD 83(1986)-  35 52 34.     (N)    084 06 58.     (W)     SCALED    
 FC0096* NAVD 88     -       253.058  (meters)     830.24   (feet)  ADJUSTED  
 FC0096  ___________________________________________________________________
 FC0096  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0096  DYNAMIC HT  -         252.821 (meters)     829.46  (feet)  COMP
 FC0096  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 FC0096
 FC0096  VERT ORDER  -  FIRST     CLASS I
 FC0096
 FC0096.The horizontal coordinates were scaled from a topographic map and have
 FC0096.an estimated accuracy of +/- 6 seconds.
 FC0096
 FC0096.The orthometric height was determined by differential leveling
 FC0096.and adjusted by the National Geodetic Survey in June 1991..
 FC0096
 FC0096.The geoid height was determined by GEOID03.
 FC0096
 FC0096.The dynamic height is computed by dividing the NAVD 88
 FC0096.geopotential number by the normal gravity value computed on the
 FC0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0096.degrees latitude (g = 980.6199 gals.).
 FC0096
 FC0096.The modeled gravity was interpolated from observed gravity values.
 FC0096
 FC0096;                    North         East    Units  Estimated Accuracy
 FC0096;SPC TN       -   172,810.      770,100.      MT  (+/- 180 meters Scaled)
 FC0096
 FC0096                          SUPERSEDED SURVEY CONTROL
 FC0096
 FC0096  NGVD 29 (??/??/92)  253.187  (m)          830.66   (f) ADJ UNCH    1 1
 FC0096
 FC0096.Superseded values are not recommended for survey control.
 FC0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0096.See file dsdata.txt to determine how the superseded data were derived.
 FC0096
 FC0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE603740(NAD 83)
 FC0096_MARKER: DD = SURVEY DISK
 FC0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0096_STAMPING: 1424
 FC0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0096+STABILITY: SURFACE MOTION
 FC0096
 FC0096  HISTORY     - Date     Condition        Report By
 FC0096  HISTORY     - UNK      MONUMENTED       TNGS
 FC0096  HISTORY     - 1968     GOOD             NGS
 FC0096
 FC0096                          STATION DESCRIPTION
 FC0096
 FC0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0096'1.4 MI NE FROM CONCORD.
 FC0096'ABOUT 1.35 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0096'POST OFFICE AT CONCORD, IN THE YARD OF A LARGE TWO-STORIED WHITE
 FC0096'HOUSE, 163 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 132 FEET
 FC0096'SOUTHEAST OF THE CENTER LINE OF A BLACKTOP ROAD THAT PARALLELS
 FC0096'THE TRACK, 43 1/2 FEET WEST OF THE CENTER LINE OF A GRAVELED
 FC0096'DRIVE LEADING TO A BOAT DOCK ON FORT LOUDOUN LAKE, 41 FEET EAST
 FC0096'OF THE NORTH CORNER OF THE HOUSE, 38 FEET NORTH OF THE NORTH
 FC0096'CORNER OF A CONCRETE PORCH ON THE NORTHEAST SIDE OF THE HOUSE,
 FC0096'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0096'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0094 ***********************************************************************
 FC0094  DESIGNATION -  1425
 FC0094  PID         -  FC0094
 FC0094  STATE/COUNTY-  TN/KNOX
 FC0094  USGS QUAD   -  LOUISVILLE (1984)
 FC0094
 FC0094                         *CURRENT SURVEY CONTROL
 FC0094  ___________________________________________________________________
 FC0094* NAD 83(1986)-  35 52 28.     (N)    084 07 23.     (W)     SCALED    
 FC0094* NAVD 88     -       254.482  (meters)     834.91   (feet)  ADJUSTED  
 FC0094  ___________________________________________________________________
 FC0094  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0094  DYNAMIC HT  -         254.244 (meters)     834.13  (feet)  COMP
 FC0094  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 FC0094
 FC0094  VERT ORDER  -  FIRST     CLASS I
 FC0094
 FC0094.The horizontal coordinates were scaled from a topographic map and have
 FC0094.an estimated accuracy of +/- 6 seconds.
 FC0094
 FC0094.The orthometric height was determined by differential leveling
 FC0094.and adjusted by the National Geodetic Survey in June 1991..
 FC0094
 FC0094.The geoid height was determined by GEOID03.
 FC0094
 FC0094.The dynamic height is computed by dividing the NAVD 88
 FC0094.geopotential number by the normal gravity value computed on the
 FC0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0094.degrees latitude (g = 980.6199 gals.).
 FC0094
 FC0094.The modeled gravity was interpolated from observed gravity values.
 FC0094
 FC0094;                    North         East    Units  Estimated Accuracy
 FC0094;SPC TN       -   172,610.      769,480.      MT  (+/- 180 meters Scaled)
 FC0094
 FC0094                          SUPERSEDED SURVEY CONTROL
 FC0094
 FC0094  NGVD 29 (??/??/92)  254.610  (m)          835.33   (f) ADJ UNCH    1 1
 FC0094
 FC0094.Superseded values are not recommended for survey control.
 FC0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0094.See file dsdata.txt to determine how the superseded data were derived.
 FC0094
 FC0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE597738(NAD 83)
 FC0094_MARKER: DD = SURVEY DISK
 FC0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0094_STAMPING: 1425
 FC0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0094+STABILITY: SURFACE MOTION
 FC0094
 FC0094  HISTORY     - Date     Condition        Report By
 FC0094  HISTORY     - UNK      MONUMENTED       TNGS
 FC0094  HISTORY     - 1968     GOOD             NGS
 FC0094
 FC0094                          STATION DESCRIPTION
 FC0094
 FC0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0094'1 MI NE FROM CONCORD.
 FC0094'ABOUT 1.0 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0094'POST OFFICE AT CONCORD, AT THE SOUTHWEST END OF JENKINS ROAD,
 FC0094'153 FEET WEST OF AND ACROSS THE ROAD FROM THE CROSSING OF A
 FC0094'BLACKTOP ROAD LEADING TO A SMALL CONCRETE BUILDING ON THE LAKE
 FC0094'FRONT, 94 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE
 FC0094'NORTHWEST RAIL, 88 1/2 FEET NORTH OF AND ACROSS THE ROAD FROM
 FC0094'MILEPOST 144, 35 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED
 FC0094'DRIVE LEADING NORTHWEST TO A ONE STORY BRICK HOUSE, 21 1/2 FEET
 FC0094'WEST OF A BIRD BATH, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK
 FC0094'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 FC0094'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0093 ***********************************************************************
 FC0093  DESIGNATION -  1426
 FC0093  PID         -  FC0093
 FC0093  STATE/COUNTY-  TN/KNOX
 FC0093  USGS QUAD   -  CONCORD (1984)
 FC0093
 FC0093                         *CURRENT SURVEY CONTROL
 FC0093  ___________________________________________________________________
 FC0093* NAD 83(1986)-  35 52 15.     (N)    084 07 39.     (W)     SCALED    
 FC0093* NAVD 88     -       249.028  (meters)     817.02   (feet)  POSTED    
 FC0093  ___________________________________________________________________
 FC0093  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0093  DYNAMIC HT  -         248.790 (meters)     816.24  (feet)  COMP
 FC0093  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 FC0093
 FC0093  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0093
 FC0093.The horizontal coordinates were scaled from a topographic map and have
 FC0093.an estimated accuracy of +/- 6 seconds.
 FC0093
 FC0093.The orthometric height was determined by differential leveling
 FC0093.and adjusted by the National Geodetic Survey in 1992..
 FC0093.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0093.rate of 1.1 thru 2.0 mm/km.
 FC0093
 FC0093.The geoid height was determined by GEOID03.
 FC0093
 FC0093.The dynamic height is computed by dividing the NAVD 88
 FC0093.geopotential number by the normal gravity value computed on the
 FC0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0093.degrees latitude (g = 980.6199 gals.).
 FC0093
 FC0093.The modeled gravity was interpolated from observed gravity values.
 FC0093
 FC0093;                    North         East    Units  Estimated Accuracy
 FC0093;SPC TN       -   172,200.      769,090.      MT  (+/- 180 meters Scaled)
 FC0093
 FC0093                          SUPERSEDED SURVEY CONTROL
 FC0093
 FC0093  NGVD 29 (??/??/92)  249.160  (m)          817.45   (f) ADJ UNCH    1 2
 FC0093
 FC0093.Superseded values are not recommended for survey control.
 FC0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0093.See file dsdata.txt to determine how the superseded data were derived.
 FC0093
 FC0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE593734(NAD 83)
 FC0093_MARKER: DB = BENCH MARK DISK
 FC0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0093_STAMPING: 1426
 FC0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0093+STABILITY: SURFACE MOTION
 FC0093
 FC0093  HISTORY     - Date     Condition        Report By
 FC0093  HISTORY     - UNK      MONUMENTED       TNGS
 FC0093  HISTORY     - 1965     MARK NOT FOUND   NGS
 FC0093  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0093
 FC0093                          STATION DESCRIPTION
 FC0093
 FC0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0093'0.8 MI NE FROM CONCORD.
 FC0093'0.8 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0093'AT CONCORD, KNOX COUNTY, 1,797 FEET SOUTHWEST OF MILEPOST 144, 792
 FC0093'FEET NORTHEAST OF SIGNAL 1445 A, 17 YARDS SOUTHWEST OF A
 FC0093'POWER-TRANSMISSION LINE POLE, AT A HIGHWAY CROSSING, ON THE OUTSIDE
 FC0093'OF A RAILROAD CURVE, 26 FEET NORTHWEST OF THE CENTERLINE OF
 FC0093'THE WEST EMORY-CONCORD PIKE, 12 FEET SOUTHEAST OF THE CENTERLINE
 FC0093'OF THE TRACK, 7 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 1 FOOT
 FC0093'LOWER THAN THE SOUTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED
 FC0093'1426 AND SET IN THE TOP OF A CONCRETE POST.  THIS BENCH MARK WAS
 FC0093'REPORTED RECOVERED AS DESCRIBED IN SEPTEMBER 1950 WITH THE
 FC0093'FOLLOWING ADDITIONS-- 140 FEET SOUTHEAST OF NEW LOCATED RAILROAD.,
 FC0093'29.3 FEET NORTHEAST FROM CORNER FENCE POST, 24.1 FEET NORTH FROM
 FC0093'FENCE POST AT EDGE OF LAKE.  NOTE-- A POWER STATION IS BEING
 FC0093'CONSTRUCTED IN THE AREA DESCRIBED.
 FC0093
 FC0093                          STATION RECOVERY (1968)
 FC0093
 FC0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0091 ***********************************************************************
 FC0091  DESIGNATION -  1428
 FC0091  PID         -  FC0091
 FC0091  STATE/COUNTY-  TN/KNOX
 FC0091  USGS QUAD   -  CONCORD (1984)
 FC0091
 FC0091                         *CURRENT SURVEY CONTROL
 FC0091  ___________________________________________________________________
 FC0091* NAD 83(1986)-  35 51 42.     (N)    084 08 31.     (W)     SCALED    
 FC0091* NAVD 88     -       250.881  (meters)     823.10   (feet)  POSTED    
 FC0091  ___________________________________________________________________
 FC0091  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0091  DYNAMIC HT  -         250.650 (meters)     822.34  (feet)  COMP
 FC0091  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 FC0091
 FC0091  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0091
 FC0091.The horizontal coordinates were scaled from a topographic map and have
 FC0091.an estimated accuracy of +/- 6 seconds.
 FC0091
 FC0091.The orthometric height was determined by differential leveling
 FC0091.and adjusted by the National Geodetic Survey in 1992..
 FC0091.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0091.rate of 1.1 thru 2.0 mm/km.
 FC0091
 FC0091.The geoid height was determined by GEOID03.
 FC0091
 FC0091.The dynamic height is computed by dividing the NAVD 88
 FC0091.geopotential number by the normal gravity value computed on the
 FC0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0091.degrees latitude (g = 980.6199 gals.).
 FC0091
 FC0091.The modeled gravity was interpolated from observed gravity values.
 FC0091
 FC0091;                    North         East    Units  Estimated Accuracy
 FC0091;SPC TN       -   171,160.      767,800.      MT  (+/- 180 meters Scaled)
 FC0091
 FC0091                          SUPERSEDED SURVEY CONTROL
 FC0091
 FC0091  NGVD 29 (??/??/92)  251.010  (m)          823.52   (f) ADJ UNCH    1 2
 FC0091
 FC0091.Superseded values are not recommended for survey control.
 FC0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0091.See file dsdata.txt to determine how the superseded data were derived.
 FC0091
 FC0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE580723(NAD 83)
 FC0091_MARKER: DD = SURVEY DISK
 FC0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0091_STAMPING: 1428
 FC0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0091+STABILITY: SURFACE MOTION
 FC0091
 FC0091  HISTORY     - Date     Condition        Report By
 FC0091  HISTORY     - UNK      MONUMENTED       TNGS
 FC0091  HISTORY     - 1936     GOOD             NGS
 FC0091  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0091
 FC0091                          STATION DESCRIPTION
 FC0091
 FC0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0091'0.3 MI SW FROM CONCORD.
 FC0091'0.3 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0091'AT CONCORD, KNOX COUNTY, 300 FEET NORTHEAST OF SIGNAL 1454-5A,
 FC0091'116 FEET SOUTHWEST OF A LIME-CRUSHER PLANT, 103 FEET SOUTHWEST
 FC0091'OF THE CENTERLINE OF THE CONCORD-LENOIR PIKE, 12 FEET SOUTHEAST
 FC0091'OF THE EDGE OF A CUT, AT THE END OF A RAILROAD SIDING, 9 FEET
 FC0091'NORTHWEST OF A FENCE, AND ABOUT 4 FEET HIGHER THAN THE TRACK.
 FC0091'A STATE SURVEY STANDARD DISK, STAMPED 1428 AND SET IN THE TOP
 FC0091'OF A CONCRETE POST.
 FC0091
 FC0091                          STATION RECOVERY (1968)
 FC0091
 FC0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2818 ***********************************************************************
 FE2818  DESIGNATION -  143
 FE2818  PID         -  FE2818
 FE2818  STATE/COUNTY-  TN/SHELBY
 FE2818  USGS QUAD   -  COLLIERVILLE (1965)
 FE2818
 FE2818                         *CURRENT SURVEY CONTROL
 FE2818  ___________________________________________________________________
 FE2818* NAD 83(1995)-  35 01 32.34369(N)    089 42 23.67168(W)     ADJUSTED  
 FE2818* NAVD 88     -       105.606  (meters)     346.48   (feet)  ADJUSTED  
 FE2818  ___________________________________________________________________
 FE2818  X           -      26,778.037 (meters)                     COMP
 FE2818  Y           -  -5,228,789.421 (meters)                     COMP
 FE2818  Z           -   3,640,242.444 (meters)                     COMP
 FE2818  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FE2818  ELLIP HEIGHT-          78.06  (meters)          (04/26/01) GPS OBS
 FE2818  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE2818  DYNAMIC HT  -         105.507 (meters)     346.15  (feet)  COMP
 FE2818  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FE2818
 FE2818  HORZ ORDER  -  FIRST
 FE2818  VERT ORDER  -  FIRST     CLASS II
 FE2818  ELLP ORDER  -  FOURTH    CLASS I
 FE2818
 FE2818.The horizontal coordinates were established by GPS observations
 FE2818.and adjusted by the National Geodetic Survey in April 2001..
 FE2818
 FE2818.The orthometric height was determined by differential leveling
 FE2818.and adjusted by the National Geodetic Survey in August 1995..
 FE2818
 FE2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2818
 FE2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2818
 FE2818.The ellipsoidal height was determined by GPS observations
 FE2818.and is referenced to NAD 83.
 FE2818
 FE2818.The geoid height was determined by GEOID03.
 FE2818
 FE2818.The dynamic height is computed by dividing the NAVD 88
 FE2818.geopotential number by the normal gravity value computed on the
 FE2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2818.degrees latitude (g = 980.6199 gals.).
 FE2818
 FE2818.The modeled gravity was interpolated from observed gravity values.
 FE2818
 FE2818;                    North         East     Units Scale Factor Converg.
 FE2818;SPC TN       -    83,219.071   261,804.048   MT  1.00004716   -2 10 11.9
 FE2818;SPC TN       -   273,027.90    858,935.45   sFT  1.00004716   -2 10 11.9
 FE2818;UTM  16      - 3,879,236.617   253,066.019   MT  1.00035157   -1 33 15.1
 FE2818
 FE2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2818!SPC TN       -   0.99998775  x   1.00004716  =   1.00003491
 FE2818!UTM  16      -   0.99998775  x   1.00035157  =   1.00033931
 FE2818
 FE2818                          SUPERSEDED SURVEY CONTROL
 FE2818
 FE2818.No superseded survey control is available for this station.
 FE2818
 FE2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5306679237(NAD 83)
 FE2818_MARKER: I = METAL ROD
 FE2818_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FE2818+WITH SETTING: INFORMATION.
 FE2818_SP_SET: CONCRETE POST
 FE2818_STAMPING: 143
 FE2818_MARK LOGO: MLGW  
 FE2818_PROJECTION: FLUSH
 FE2818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2818+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2818_ROD/PIPE-DEPTH:  0.8 meters
 FE2818
 FE2818  HISTORY     - Date     Condition        Report By
 FE2818  HISTORY     - 1993     MONUMENTED       MLGW
 FE2818  HISTORY     - 19920114 GOOD             NGS
 FE2818  HISTORY     - 19990610 MARK NOT FOUND   TN1620
 FE2818  HISTORY     - 20031030 MARK NOT FOUND   TN1620
 FE2818
 FE2818                          STATION DESCRIPTION
 FE2818
 FE2818'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 FE2818'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN COLLIERVILLE
 FE2818'TENNESSEE.
 FE2818'TO REACH THE STATION FROM THE INTERSECTION OF FLEMING ROAD AND EAST
 FE2818'SHELBY DRIVE PROCEED NORTH ON FLEMING ROAD APPROXIMATELY 0.28 MILES
 FE2818'(0.45 KM) TO THE STATION ON THE RIGHT.
 FE2818'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 FE2818'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 FE2818'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 48.40 FEET (14.75 M)
 FE2818'SOUTH OF A WOOD POWER POLE NO.  139352, 25.00 FEET (7.62 M) EAST OF
 FE2818'THE CENTERLINE OF FLEMING ROAD.  THE CAP AND CONCRETE ARE SET FLUSH
 FE2818'WITH THE GROUND.
 FE2818
 FE2818                          STATION RECOVERY (1992)
 FE2818
 FE2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2818'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2818'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2818'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 3.1 KM (1.90 MI)
 FE2818'SOUTHWESTERLY ALONG COUNTY ROAD 175, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 FE2818'ALONG FLEMING ROAD, 14.8 M (48.6 FT) NORTH OF UTILITY POLE NUMBER
 FE2818'139352, 7.7 M (25.3 FT) EAST OF THE CENTERLINE OF THE ROAD, 0.6 M
 FE2818'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 FE2818'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 FE2818'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2818
 FE2818                          STATION RECOVERY (1999)
 FE2818
 FE2818'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FE2818'DESTROYED
 FE2818' 
 FE2818
 FE2818                          STATION RECOVERY (2003)
 FE2818
 FE2818'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 FE2818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0088 ***********************************************************************
 FC0088  DESIGNATION -  1430
 FC0088  PID         -  FC0088
 FC0088  STATE/COUNTY-  TN/KNOX
 FC0088  USGS QUAD   -  CONCORD (1984)
 FC0088
 FC0088                         *CURRENT SURVEY CONTROL
 FC0088  ___________________________________________________________________
 FC0088* NAD 83(1986)-  35 51 11.     (N)    084 09 39.     (W)     SCALED    
 FC0088* NAVD 88     -       250.516  (meters)     821.90   (feet)  POSTED    
 FC0088  ___________________________________________________________________
 FC0088  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0088  DYNAMIC HT  -         250.280 (meters)     821.13  (feet)  COMP
 FC0088  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 FC0088
 FC0088  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0088
 FC0088.The horizontal coordinates were scaled from a topographic map and have
 FC0088.an estimated accuracy of +/- 6 seconds.
 FC0088
 FC0088.The orthometric height was determined by differential leveling
 FC0088.and adjusted by the National Geodetic Survey in 1992..
 FC0088.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0088.rate of 1.1 thru 2.0 mm/km.
 FC0088
 FC0088.The geoid height was determined by GEOID03.
 FC0088
 FC0088.The dynamic height is computed by dividing the NAVD 88
 FC0088.geopotential number by the normal gravity value computed on the
 FC0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0088.degrees latitude (g = 980.6199 gals.).
 FC0088
 FC0088.The modeled gravity was interpolated from observed gravity values.
 FC0088
 FC0088;                    North         East    Units  Estimated Accuracy
 FC0088;SPC TN       -   170,170.      766,120.      MT  (+/- 180 meters Scaled)
 FC0088
 FC0088                          SUPERSEDED SURVEY CONTROL
 FC0088
 FC0088  NGVD 29 (??/??/92)  250.640  (m)          822.31   (f) ADJ UNCH    1 2
 FC0088
 FC0088.Superseded values are not recommended for survey control.
 FC0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0088.See file dsdata.txt to determine how the superseded data were derived.
 FC0088
 FC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE563713(NAD 83)
 FC0088_MARKER: DD = SURVEY DISK
 FC0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0088_STAMPING: 1430
 FC0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0088+STABILITY: SURFACE MOTION
 FC0088
 FC0088  HISTORY     - Date     Condition        Report By
 FC0088  HISTORY     - UNK      MONUMENTED       TNGS
 FC0088  HISTORY     - 1936     GOOD             NGS
 FC0088  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0088
 FC0088                          STATION DESCRIPTION
 FC0088
 FC0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0088'1.6 MI SW FROM CONCORD.
 FC0088'1.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0088'AT CONCORD, KNOX COUNTY, 580 YARDS NORTHEAST OF SIGNAL 1465 A,
 FC0088'258 YARDS NORTHEAST OF PRATERS FERRY ROAD CROSSING, 8 YARDS
 FC0088'NORTH OF A PROPERTY-LINE FENCE, 6 FEET NORTHWEST OF THE RAILROAD
 FC0088'FENCELINE, ACROSS THE TRACK FROM THE ENTRANCE TO A FARMYARD, AND
 FC0088'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STATE SURVEY
 FC0088'STANDARD DISK, STAMPED 1430 AND SET IN THE TOP OF A CONCRETE
 FC0088'POST.  THIS BENCH MARK WAS REPORTED RECOVERED AS DESCRIBED IN
 FC0088'SEPTEMBER 1950 WITH THE FOLLOWING ADDITIONS-- 18.9 FEET SOUTHEAST
 FC0088'OF SOUTH RAIL AND 48.3 FEET EAST FROM TELEPHONE POLE 7 WIRE.
 FC0088
 FC0088                          STATION RECOVERY (1968)
 FC0088
 FC0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0085 ***********************************************************************
 FC0085  DESIGNATION -  1432
 FC0085  PID         -  FC0085
 FC0085  STATE/COUNTY-  TN/KNOX
 FC0085  USGS QUAD   -  CONCORD (1984)
 FC0085
 FC0085                         *CURRENT SURVEY CONTROL
 FC0085  ___________________________________________________________________
 FC0085* NAD 83(1986)-  35 50 55.     (N)    084 10 19.     (W)     SCALED    
 FC0085* NAVD 88     -       251.855  (meters)     826.29   (feet)  POSTED    
 FC0085  ___________________________________________________________________
 FC0085  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0085  DYNAMIC HT  -         251.620 (meters)     825.52  (feet)  COMP
 FC0085  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 FC0085
 FC0085  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0085
 FC0085.The horizontal coordinates were scaled from a topographic map and have
 FC0085.an estimated accuracy of +/- 6 seconds.
 FC0085
 FC0085.The orthometric height was determined by differential leveling
 FC0085.and adjusted by the National Geodetic Survey in 1992..
 FC0085.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0085.rate of 1.1 thru 2.0 mm/km.
 FC0085
 FC0085.The geoid height was determined by GEOID03.
 FC0085
 FC0085.The dynamic height is computed by dividing the NAVD 88
 FC0085.geopotential number by the normal gravity value computed on the
 FC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0085.degrees latitude (g = 980.6199 gals.).
 FC0085
 FC0085.The modeled gravity was interpolated from observed gravity values.
 FC0085
 FC0085;                    North         East    Units  Estimated Accuracy
 FC0085;SPC TN       -   169,660.      765,120.      MT  (+/- 180 meters Scaled)
 FC0085
 FC0085                          SUPERSEDED SURVEY CONTROL
 FC0085
 FC0085  NGVD 29 (??/??/92)  251.975  (m)          826.69   (f) ADJ UNCH    1 2
 FC0085
 FC0085.Superseded values are not recommended for survey control.
 FC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0085.See file dsdata.txt to determine how the superseded data were derived.
 FC0085
 FC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE554708(NAD 83)
 FC0085_MARKER: DD = SURVEY DISK
 FC0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0085_STAMPING: 1432
 FC0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0085+STABILITY: SURFACE MOTION
 FC0085
 FC0085  HISTORY     - Date     Condition        Report By
 FC0085  HISTORY     - UNK      MONUMENTED       TNGS
 FC0085  HISTORY     - 1965     MARK NOT FOUND   NGS
 FC0085  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0085
 FC0085                          STATION DESCRIPTION
 FC0085
 FC0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0085'2.3 MI SE FROM CONCORD.
 FC0085'2.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0085'AT CONCORD, KNOX COUNTY, 0.4 MILE NORTHEAST OF THE STATION AT
 FC0085'BOYD, 0.3 MILE SOUTHWEST OF MILEPOST 147, 0.3 MILE NORTHEAST
 FC0085'OF SIGNAL 1477 A, 13 RAILS SOUTHWEST OF A T-ROAD, 5 YARDS
 FC0085'SOUTHWEST OF A POLE, BETWEEN THE TRACK AND THE HIGHWAY NEAR A
 FC0085'DRAINAGE DITCH, 34 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FC0085'HIGHWAY, 26 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 5 FEET
 FC0085'LOWER THAN THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 FC0085'STATE SURVEY STANDARD DISK, STAMPED 1432 AND SET IN THE TOP OF A
 FC0085'CONCRETE POST.  THIS BENCH MARK WAS REPORTED RECOVERED AS DESCRIBED
 FC0085'IN SEPTEMBER 1950 WITH THE FOLLOWING ADDITIONS-- 16.3 FEET
 FC0085'SOUTHWEST OF TELEPHONE POLE, 23.8 FEET NORTHWEST OF NORTHWEST RAIL,
 FC0085'AND 15.4 FEET SOUTHEAST OF SOUTHEAST EDGE OF PAVEMENT.  NOTE--
 FC0085'THE AREA DESCRIBED IS NOW A DITCH.
 FC0085
 FC0085                          STATION RECOVERY (1968)
 FC0085
 FC0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0083 ***********************************************************************
 FC0083  DESIGNATION -  1435
 FC0083  PID         -  FC0083
 FC0083  STATE/COUNTY-  TN/KNOX
 FC0083  USGS QUAD   -  CONCORD (1984)
 FC0083
 FC0083                         *CURRENT SURVEY CONTROL
 FC0083  ___________________________________________________________________
 FC0083* NAD 83(1986)-  35 50 08.     (N)    084 11 33.     (W)     SCALED    
 FC0083* NAVD 88     -       267.454  (meters)     877.47   (feet)  POSTED    
 FC0083  ___________________________________________________________________
 FC0083  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0083  DYNAMIC HT  -         267.200 (meters)     876.64  (feet)  COMP
 FC0083  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 FC0083
 FC0083  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0083
 FC0083.The horizontal coordinates were scaled from a topographic map and have
 FC0083.an estimated accuracy of +/- 6 seconds.
 FC0083
 FC0083.The orthometric height was determined by differential leveling
 FC0083.and adjusted by the National Geodetic Survey in 1992..
 FC0083.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0083.rate of 1.1 thru 2.0 mm/km.
 FC0083
 FC0083.The geoid height was determined by GEOID03.
 FC0083
 FC0083.The dynamic height is computed by dividing the NAVD 88
 FC0083.geopotential number by the normal gravity value computed on the
 FC0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0083.degrees latitude (g = 980.6199 gals.).
 FC0083
 FC0083.The modeled gravity was interpolated from observed gravity values.
 FC0083
 FC0083;                    North         East    Units  Estimated Accuracy
 FC0083;SPC TN       -   168,180.      763,290.      MT  (+/- 180 meters Scaled)
 FC0083
 FC0083                          SUPERSEDED SURVEY CONTROL
 FC0083
 FC0083  NGVD 29 (??/??/92)  267.570  (m)          877.85   (f) ADJ UNCH    1 2
 FC0083
 FC0083.Superseded values are not recommended for survey control.
 FC0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0083.See file dsdata.txt to determine how the superseded data were derived.
 FC0083
 FC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE535693(NAD 83)
 FC0083_MARKER: DD = SURVEY DISK
 FC0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0083_STAMPING: 1435
 FC0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0083+STABILITY: SURFACE MOTION
 FC0083
 FC0083  HISTORY     - Date     Condition        Report By
 FC0083  HISTORY     - UNK      MONUMENTED       TNGS
 FC0083  HISTORY     - 1936     GOOD             NGS
 FC0083  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0083
 FC0083                          STATION DESCRIPTION
 FC0083
 FC0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0083'3.7 MI SW FROM CONCORD.
 FC0083'3.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0083'AT CONCORD, KNOX COUNTY, 1.0 MILE SOUTHWEST OF THE STATION AT
 FC0083'BOYD, 1,172 FEET NORTHEAST OF THE KNOX-LOUDON COUNTY-LINE MARKER,
 FC0083'1,150 FEET NORTHEAST OF MILEPOST 149, 250 YARDS SOUTH OF A YELLOW
 FC0083'FRAMEHOUSE WITH TWO BRICK CHIMNEYS, 90 YARDS SOUTHWEST OF THE
 FC0083'SOUTHWEST END OF A 200-FOOT WATERING POOL, 23 FEET NORTHWEST OF
 FC0083'THE CENTERLINE OF THE CONCORD-LENOIR PIKE, OPPOSITE POLE 211,
 FC0083'27 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 7 FEET
 FC0083'HIGHER THAN THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 FC0083'1435 AND SET IN THE TOP OF A CONCRETE POST.
 FC0083
 FC0083                          STATION RECOVERY (1968)
 FC0083
 FC0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0081 ***********************************************************************
 FC0081  DESIGNATION -  1436
 FC0081  PID         -  FC0081
 FC0081  STATE/COUNTY-  TN/LOUDON
 FC0081  USGS QUAD   -  CONCORD (1984)
 FC0081
 FC0081                         *CURRENT SURVEY CONTROL
 FC0081  ___________________________________________________________________
 FC0081* NAD 83(1986)-  35 49 55.     (N)    084 12 20.     (W)     SCALED    
 FC0081* NAVD 88     -       261.949  (meters)     859.41   (feet)  POSTED    
 FC0081  ___________________________________________________________________
 FC0081  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0081  DYNAMIC HT  -         261.700 (meters)     858.59  (feet)  COMP
 FC0081  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FC0081
 FC0081  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0081
 FC0081.The horizontal coordinates were scaled from a topographic map and have
 FC0081.an estimated accuracy of +/- 6 seconds.
 FC0081
 FC0081.The orthometric height was determined by differential leveling
 FC0081.and adjusted by the National Geodetic Survey in 1992..
 FC0081.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0081.rate of 1.1 thru 2.0 mm/km.
 FC0081
 FC0081.The geoid height was determined by GEOID03.
 FC0081
 FC0081.The dynamic height is computed by dividing the NAVD 88
 FC0081.geopotential number by the normal gravity value computed on the
 FC0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0081.degrees latitude (g = 980.6199 gals.).
 FC0081
 FC0081.The modeled gravity was interpolated from observed gravity values.
 FC0081
 FC0081;                    North         East    Units  Estimated Accuracy
 FC0081;SPC TN       -   167,760.      762,120.      MT  (+/- 180 meters Scaled)
 FC0081
 FC0081                          SUPERSEDED SURVEY CONTROL
 FC0081
 FC0081  NGVD 29 (??/??/92)  262.063  (m)          859.78   (f) ADJ UNCH    1 2
 FC0081
 FC0081.Superseded values are not recommended for survey control.
 FC0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0081.See file dsdata.txt to determine how the superseded data were derived.
 FC0081
 FC0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE524689(NAD 83)
 FC0081_MARKER: DD = SURVEY DISK
 FC0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0081_STAMPING: 1436
 FC0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0081+STABILITY: SURFACE MOTION
 FC0081
 FC0081  HISTORY     - Date     Condition        Report By
 FC0081  HISTORY     - UNK      MONUMENTED       TNGS
 FC0081  HISTORY     - 1936     GOOD             NGS
 FC0081  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0081
 FC0081                          STATION DESCRIPTION
 FC0081
 FC0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0081'4.6 MI NE FROM LENOIR CITY.
 FC0081'4.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0081'AT LENOIR CITY, LOUDON COUNTY, 1.0 MILE NORTHEAST OF THE POST
 FC0081'OFFICE AT MARTEL, 2,900 FEET SOUTHWEST OF MILEPOST 149, 2,878
 FC0081'FEET SOUTHWEST OF THE LOUDON-KNOX COUNTY-LINE MARKER, 1,439
 FC0081'FEET SOUTHWEST OF BLOCK SIGNAL 1492 A, 22-1/2 RAILS NORTHEAST
 FC0081'OF A ROAD LEAVING THE LENOIR-CONCORD PIKE AT A GULF SERVICE STATION,
 FC0081'3 POLES SOUTHWEST OF A WHISTLE POST, 424 FEET NORTHWEST OF THE
 FC0081'CENTERLINE OF THE PIKE, 24 FEET NORTHWEST OF THE CENTERLINE OF
 FC0081'THE TRACK, AT THE TOP OF A CAVING BANK, 6 FEET ABOVE THE TRACK,
 FC0081'AND 8 FEET SOUTH OF A FENCELINE.  A STATE SURVEY STANDARD DISK,
 FC0081'STAMPED 1436 AND SET IN THE TOP OF A CONCRETE POST.
 FC0081
 FC0081                          STATION RECOVERY (1968)
 FC0081
 FC0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0078 ***********************************************************************
 FC0078  DESIGNATION -  1438
 FC0078  PID         -  FC0078
 FC0078  STATE/COUNTY-  TN/LOUDON
 FC0078  USGS QUAD   -  CONCORD (1984)
 FC0078
 FC0078                         *CURRENT SURVEY CONTROL
 FC0078  ___________________________________________________________________
 FC0078* NAD 83(1986)-  35 49 28.     (N)    084 13 00.     (W)     SCALED    
 FC0078* NAVD 88     -       252.922  (meters)     829.79   (feet)  POSTED    
 FC0078  ___________________________________________________________________
 FC0078  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0078  DYNAMIC HT  -         252.680 (meters)     829.00  (feet)  COMP
 FC0078  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 FC0078
 FC0078  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0078
 FC0078.The horizontal coordinates were scaled from a topographic map and have
 FC0078.an estimated accuracy of +/- 6 seconds.
 FC0078
 FC0078.The orthometric height was determined by differential leveling
 FC0078.and adjusted by the National Geodetic Survey in 1992..
 FC0078.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0078.rate of 1.1 thru 2.0 mm/km.
 FC0078
 FC0078.The geoid height was determined by GEOID03.
 FC0078
 FC0078.The dynamic height is computed by dividing the NAVD 88
 FC0078.geopotential number by the normal gravity value computed on the
 FC0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0078.degrees latitude (g = 980.6199 gals.).
 FC0078
 FC0078.The modeled gravity was interpolated from observed gravity values.
 FC0078
 FC0078;                    North         East    Units  Estimated Accuracy
 FC0078;SPC TN       -   166,910.      761,130.      MT  (+/- 180 meters Scaled)
 FC0078
 FC0078                          SUPERSEDED SURVEY CONTROL
 FC0078
 FC0078  NGVD 29 (??/??/92)  253.036  (m)          830.17   (f) ADJ UNCH    1 2
 FC0078
 FC0078.Superseded values are not recommended for survey control.
 FC0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0078.See file dsdata.txt to determine how the superseded data were derived.
 FC0078
 FC0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE514680(NAD 83)
 FC0078_MARKER: DD = SURVEY DISK
 FC0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0078_STAMPING: 1438
 FC0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0078+STABILITY: SURFACE MOTION
 FC0078
 FC0078  HISTORY     - Date     Condition        Report By
 FC0078  HISTORY     - UNK      MONUMENTED       TNGS
 FC0078  HISTORY     - 1936     GOOD             NGS
 FC0078  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0078
 FC0078                          STATION DESCRIPTION
 FC0078
 FC0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0078'3.8 MI NE FROM LENOIR CITY.
 FC0078'3.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0078'AT LENOIR CITY, LOUDON COUNTY, 321 FEET NORTHEAST OF THE POST
 FC0078'OFFICE AT MARTEL, 10 RAILS NORTHEAST OF THE END OF THE ARMSTRONG
 FC0078'CANDY CO.  PLANT, 177 FEET NORTHWEST OF THE CENTERLINE OF THE
 FC0078'LENOIR-CONCORD PIKE, 4 RAILS SOUTHWEST OF A SMALL BLUE SHANTY,
 FC0078'AT THE TOP OF A BANK, 20 FEET SOUTHEAST OF THE CENTERLINE OF
 FC0078'THE TRACK, 2 FEET FROM A FENCELINE, AND 4 FEET HIGHER THAN THE
 FC0078'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1438 AND SET IN
 FC0078'THE TOP OF A CONCRETE POST.
 FC0078
 FC0078                          STATION RECOVERY (1968)
 FC0078
 FC0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0077 ***********************************************************************
 FC0077  DESIGNATION -  1439
 FC0077  PID         -  FC0077
 FC0077  STATE/COUNTY-  TN/LOUDON
 FC0077  USGS QUAD   -  CONCORD (1984)
 FC0077
 FC0077                         *CURRENT SURVEY CONTROL
 FC0077  ___________________________________________________________________
 FC0077* NAD 83(1986)-  35 49 20.     (N)    084 13 12.     (W)     SCALED    
 FC0077* NAVD 88     -       248.286  (meters)     814.59   (feet)  POSTED    
 FC0077  ___________________________________________________________________
 FC0077  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0077  DYNAMIC HT  -         248.050 (meters)     813.81  (feet)  COMP
 FC0077  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 FC0077
 FC0077  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0077
 FC0077.The horizontal coordinates were scaled from a topographic map and have
 FC0077.an estimated accuracy of +/- 6 seconds.
 FC0077
 FC0077.The orthometric height was determined by differential leveling
 FC0077.and adjusted by the National Geodetic Survey in 1992..
 FC0077.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0077.rate of 1.1 thru 2.0 mm/km.
 FC0077
 FC0077.The geoid height was determined by GEOID03.
 FC0077
 FC0077.The dynamic height is computed by dividing the NAVD 88
 FC0077.geopotential number by the normal gravity value computed on the
 FC0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0077.degrees latitude (g = 980.6199 gals.).
 FC0077
 FC0077.The modeled gravity was interpolated from observed gravity values.
 FC0077
 FC0077;                    North         East    Units  Estimated Accuracy
 FC0077;SPC TN       -   166,650.      760,830.      MT  (+/- 180 meters Scaled)
 FC0077
 FC0077                          SUPERSEDED SURVEY CONTROL
 FC0077
 FC0077  NGVD 29 (??/??/92)  248.400  (m)          814.96   (f) ADJ UNCH    1 2
 FC0077
 FC0077.Superseded values are not recommended for survey control.
 FC0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0077.See file dsdata.txt to determine how the superseded data were derived.
 FC0077
 FC0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE511677(NAD 83)
 FC0077_MARKER: DD = SURVEY DISK
 FC0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0077_STAMPING: 1439
 FC0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0077+STABILITY: SURFACE MOTION
 FC0077
 FC0077  HISTORY     - Date     Condition        Report By
 FC0077  HISTORY     - UNK      MONUMENTED       TNGS
 FC0077  HISTORY     - 1936     GOOD             NGS
 FC0077  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0077
 FC0077                          STATION DESCRIPTION
 FC0077
 FC0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0077'3.5 MI NE FROM LENOIR CITY.
 FC0077'3.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0077'AT LENOIR CITY, LOUDON COUNTY, 1,143 FEET SOUTHWEST OF THE POST
 FC0077'OFFICE AT MARTEL, 114 FEET NORTHEAST OF MILEAGE POST 150.6 A, 22
 FC0077'RAILS SOUTHWEST OF THE ARMSTRONG CANDY CO. PLANT, 125 FEET
 FC0077'NORTHWEST OF THE CENTERLINE OF THE LENOIR-CONCORD PIKE, 2 RAILS
 FC0077'WEST OF A TOOLHOUSE, AND 13 FEET NORTHWEST OF THE CENTERLINE
 FC0077'OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1439 AND SET
 FC0077'IN THE TOP OF A CONCRETE POST.
 FC0077
 FC0077                          STATION RECOVERY (1968)
 FC0077
 FC0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2819 ***********************************************************************
 FE2819  DESIGNATION -  144
 FE2819  PID         -  FE2819
 FE2819  STATE/COUNTY-  TN/SHELBY
 FE2819  USGS QUAD   -  GERMANTOWN (1997)
 FE2819
 FE2819                         *CURRENT SURVEY CONTROL
 FE2819  ___________________________________________________________________
 FE2819* NAD 83(1995)-  35 01 14.36956(N)    089 45 07.91625(W)     ADJUSTED  
 FE2819* NAVD 88     -       104.249  (meters)     342.02   (feet)  ADJUSTED  
 FE2819  ___________________________________________________________________
 FE2819  X           -      22,615.818 (meters)                     COMP
 FE2819  Y           -  -5,229,125.906 (meters)                     COMP
 FE2819  Z           -   3,639,788.080 (meters)                     COMP
 FE2819  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FE2819  ELLIP HEIGHT-          76.75  (meters)          (04/26/01) GPS OBS
 FE2819  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE2819  DYNAMIC HT  -         104.151 (meters)     341.70  (feet)  COMP
 FE2819  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FE2819
 FE2819  HORZ ORDER  -  FIRST
 FE2819  VERT ORDER  -  FIRST     CLASS II
 FE2819  ELLP ORDER  -  FOURTH    CLASS I
 FE2819
 FE2819.The horizontal coordinates were established by GPS observations
 FE2819.and adjusted by the National Geodetic Survey in April 2001..
 FE2819
 FE2819.The orthometric height was determined by differential leveling
 FE2819.and adjusted by the National Geodetic Survey in August 1995..
 FE2819
 FE2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2819
 FE2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2819
 FE2819.The ellipsoidal height was determined by GPS observations
 FE2819.and is referenced to NAD 83.
 FE2819
 FE2819.The geoid height was determined by GEOID03.
 FE2819
 FE2819.The dynamic height is computed by dividing the NAVD 88
 FE2819.geopotential number by the normal gravity value computed on the
 FE2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2819.degrees latitude (g = 980.6199 gals.).
 FE2819
 FE2819.The modeled gravity was interpolated from observed gravity values.
 FE2819
 FE2819;                    North         East     Units Scale Factor Converg.
 FE2819;SPC TN       -    82,824.171   257,622.057   MT  1.00004839   -2 11 48.1
 FE2819;SPC TN       -   271,732.30    845,215.03   sFT  1.00004839   -2 11 48.1
 FE2819;UTM  16      - 3,878,796.633   248,887.194   MT  1.00037723   -1 34 48.8
 FE2819
 FE2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2819!SPC TN       -   0.99998795  x   1.00004839  =   1.00003634
 FE2819!UTM  16      -   0.99998795  x   1.00037723  =   1.00036518
 FE2819
 FE2819                          SUPERSEDED SURVEY CONTROL
 FE2819
 FE2819  NAVD 88 (03/28/02)  104.25   (m)          342.0    (f) LEVELING    3  
 FE2819
 FE2819.Superseded values are not recommended for survey control.
 FE2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2819.See file dsdata.txt to determine how the superseded data were derived.
 FE2819
 FE2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4888778797(NAD 83)
 FE2819_MARKER: DD = SURVEY DISK
 FE2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2819_SP_SET: CONCRETE POST
 FE2819_STAMPING: 144
 FE2819_MARK LOGO: MLGW  
 FE2819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2819+STABILITY: SURFACE MOTION
 FE2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2819+SATELLITE: SATELLITE OBSERVATIONS - December 22, 1998
 FE2819
 FE2819  HISTORY     - Date     Condition        Report By
 FE2819  HISTORY     - UNK      MONUMENTED       MLGW
 FE2819  HISTORY     - 19920114 GOOD             NGS
 FE2819  HISTORY     - 19981222 GOOD             TN1620
 FE2819  HISTORY     - 20021009 POOR             USACE
 FE2819  HISTORY     - 20031030 MARK NOT FOUND   TN1620
 FE2819
 FE2819                          STATION DESCRIPTION
 FE2819
 FE2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2819'0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2819'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2819'AND U.S. HIGHWAY 72, THENCE 8.0 KM (4.95 MI) SOUTHWESTERLY ALONG
 FE2819'COUNTY ROAD 175, 0.4 KM (0.25 MI) EAST OF THE JUNCTION OF FOREST HILL
 FE2819'IRENE ROAD, 80.2 M (263.1 FT) NORTHEAST OF UTILITY POLE NUMBER
 FE2819'155908, 44.2 M (145.0 FT) WEST OF UTILITY POLE NUMBER 155910, 23.8 M
 FE2819'(78.1 FT) NORTHWEST OF UTILITY POLE NUMBER 155909, 7.2 M (23.6 FT)
 FE2819'NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 0.5 M (1.6 FT) EAST OF A
 FE2819'WITNESS POST, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT)
 FE2819'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FE2819'SURFACE.
 FE2819
 FE2819                          STATION RECOVERY (1998)
 FE2819
 FE2819'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2819'RECOVERED AS DESCRIBED.
 FE2819
 FE2819                          STATION RECOVERY (2002)
 FE2819
 FE2819'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2819'MARK DESTROYED. HWY HAS BEEN WIDENED.
 FE2819
 FE2819                          STATION RECOVERY (2003)
 FE2819
 FE2819'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 FE2819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0073 ***********************************************************************
 FC0073  DESIGNATION -  1442
 FC0073  PID         -  FC0073
 FC0073  STATE/COUNTY-  TN/LOUDON
 FC0073  USGS QUAD   -  CONCORD (1984)
 FC0073
 FC0073                         *CURRENT SURVEY CONTROL
 FC0073  ___________________________________________________________________
 FC0073* NAD 83(1986)-  35 48 15.     (N)    084 14 32.     (W)     SCALED    
 FC0073* NAVD 88     -       243.142  (meters)     797.71   (feet)  POSTED    
 FC0073  ___________________________________________________________________
 FC0073  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0073  DYNAMIC HT  -         242.910 (meters)     796.95  (feet)  COMP
 FC0073  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 FC0073
 FC0073  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0073
 FC0073.The horizontal coordinates were scaled from a topographic map and have
 FC0073.an estimated accuracy of +/- 6 seconds.
 FC0073
 FC0073.The orthometric height was determined by differential leveling
 FC0073.and adjusted by the National Geodetic Survey in 1992..
 FC0073.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0073.rate of 1.1 thru 2.0 mm/km.
 FC0073
 FC0073.The geoid height was determined by GEOID03.
 FC0073
 FC0073.The dynamic height is computed by dividing the NAVD 88
 FC0073.geopotential number by the normal gravity value computed on the
 FC0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0073.degrees latitude (g = 980.6199 gals.).
 FC0073
 FC0073.The modeled gravity was interpolated from observed gravity values.
 FC0073
 FC0073;                    North         East    Units  Estimated Accuracy
 FC0073;SPC TN       -   164,610.      758,860.      MT  (+/- 180 meters Scaled)
 FC0073
 FC0073                          SUPERSEDED SURVEY CONTROL
 FC0073
 FC0073  NGVD 29 (??/??/92)  243.253  (m)          798.07   (f) ADJ UNCH    1 2
 FC0073
 FC0073.Superseded values are not recommended for survey control.
 FC0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0073.See file dsdata.txt to determine how the superseded data were derived.
 FC0073
 FC0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE491657(NAD 83)
 FC0073_MARKER: DB = BENCH MARK DISK
 FC0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0073_STAMPING: 1442
 FC0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0073+STABILITY: SURFACE MOTION
 FC0073
 FC0073  HISTORY     - Date     Condition        Report By
 FC0073  HISTORY     - UNK      MONUMENTED       CGS
 FC0073  HISTORY     - 1936     GOOD             NGS
 FC0073  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0073
 FC0073                          STATION DESCRIPTION
 FC0073
 FC0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0073'1.7 MI NE FROM LENOIR CITY.
 FC0073'1.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0073'AT LENOIR CITY, LOUDON COUNTY, 580 FEET SOUTHWEST OF BLOCK SIGNAL
 FC0073'1522 A, 7 RAILS WEST OF A GRADE CROSSING, 330 FEET SOUTHEAST OF A
 FC0073'2-STORY YELLOW FRAME HOUSE, 139 FEET SOUTHEAST OF THE CENTERLINE OF
 FC0073'THE LENOIR-CONCORD PIKE, 20 FEET SOUTHEAST OF THE CENTERLINE OF
 FC0073'THE TRACK, AND 4 FEET NORTHWEST OF A WIRE FENCE.  A STATE SURVEY
 FC0073'STANDARD DISK, STAMPED 1442 AND SET IN THE TOP OF A CONCRETE POST.
 FC0073
 FC0073                          STATION RECOVERY (1968)
 FC0073
 FC0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0072 ***********************************************************************
 FC0072  DESIGNATION -  1443
 FC0072  PID         -  FC0072
 FC0072  STATE/COUNTY-  TN/LOUDON
 FC0072  USGS QUAD   -  CONCORD (1984)
 FC0072
 FC0072                         *CURRENT SURVEY CONTROL
 FC0072  ___________________________________________________________________
 FC0072* NAD 83(1986)-  35 48 10.     (N)    084 14 45.     (W)     SCALED    
 FC0072* NAVD 88     -       241.487  (meters)     792.28   (feet)  POSTED    
 FC0072  ___________________________________________________________________
 FC0072  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0072  DYNAMIC HT  -         241.260 (meters)     791.53  (feet)  COMP
 FC0072  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 FC0072
 FC0072  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0072
 FC0072.The horizontal coordinates were scaled from a topographic map and have
 FC0072.an estimated accuracy of +/- 6 seconds.
 FC0072
 FC0072.The orthometric height was determined by differential leveling
 FC0072.and adjusted by the National Geodetic Survey in 1992..
 FC0072.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0072.rate of 1.1 thru 2.0 mm/km.
 FC0072
 FC0072.The geoid height was determined by GEOID03.
 FC0072
 FC0072.The dynamic height is computed by dividing the NAVD 88
 FC0072.geopotential number by the normal gravity value computed on the
 FC0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0072.degrees latitude (g = 980.6199 gals.).
 FC0072
 FC0072.The modeled gravity was interpolated from observed gravity values.
 FC0072
 FC0072;                    North         East    Units  Estimated Accuracy
 FC0072;SPC TN       -   164,450.      758,540.      MT  (+/- 180 meters Scaled)
 FC0072
 FC0072                          SUPERSEDED SURVEY CONTROL
 FC0072
 FC0072  NGVD 29 (??/??/92)  241.599  (m)          792.65   (f) ADJ UNCH    1 2
 FC0072
 FC0072.Superseded values are not recommended for survey control.
 FC0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0072.See file dsdata.txt to determine how the superseded data were derived.
 FC0072
 FC0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE488655(NAD 83)
 FC0072_MARKER: DD = SURVEY DISK
 FC0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0072_STAMPING: 1443
 FC0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0072+STABILITY: SURFACE MOTION
 FC0072
 FC0072  HISTORY     - Date     Condition        Report By
 FC0072  HISTORY     - UNK      MONUMENTED       TNGS
 FC0072  HISTORY     - 1936     GOOD             NGS
 FC0072  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0072
 FC0072                          STATION DESCRIPTION
 FC0072
 FC0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0072'1.5 MI NE FROM LENOIR CITY.
 FC0072'1.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0072'AT LENOIR CITY, LOUDON COUNTY, 175 FEET SOUTH OF A HOUSEAT THE
 FC0072'TOP OF A CUT, 460 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FC0072'LENOIR-CONCORD PIKE, AT THE WEST EDGE OF THE CUT, AND 16 FEET
 FC0072'NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD
 FC0072'DISK, STAMPED 1443 AND SET IN THE TOP OF A CONCRETE POST.
 FC0072
 FC0072                          STATION RECOVERY (1968)
 FC0072
 FC0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0071 ***********************************************************************
 FC0071  DESIGNATION -  1444
 FC0071  PID         -  FC0071
 FC0071  STATE/COUNTY-  TN/LOUDON
 FC0071  USGS QUAD   -  CONCORD (1984)
 FC0071
 FC0071                         *CURRENT SURVEY CONTROL
 FC0071  ___________________________________________________________________
 FC0071* NAD 83(1986)-  35 48 04.     (N)    084 14 56.     (W)     SCALED    
 FC0071* NAVD 88     -       242.936  (meters)     797.03   (feet)  ADJUSTED  
 FC0071  ___________________________________________________________________
 FC0071  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0071  DYNAMIC HT  -         242.704 (meters)     796.27  (feet)  COMP
 FC0071  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 FC0071
 FC0071  VERT ORDER  -  FIRST     CLASS I
 FC0071
 FC0071.The horizontal coordinates were scaled from a topographic map and have
 FC0071.an estimated accuracy of +/- 6 seconds.
 FC0071
 FC0071.The orthometric height was determined by differential leveling
 FC0071.and adjusted by the National Geodetic Survey in June 1991..
 FC0071
 FC0071.The geoid height was determined by GEOID03.
 FC0071
 FC0071.The dynamic height is computed by dividing the NAVD 88
 FC0071.geopotential number by the normal gravity value computed on the
 FC0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0071.degrees latitude (g = 980.6199 gals.).
 FC0071
 FC0071.The modeled gravity was interpolated from observed gravity values.
 FC0071
 FC0071;                    North         East    Units  Estimated Accuracy
 FC0071;SPC TN       -   164,260.      758,270.      MT  (+/- 180 meters Scaled)
 FC0071
 FC0071                          SUPERSEDED SURVEY CONTROL
 FC0071
 FC0071  NGVD 29 (??/??/92)  243.048  (m)          797.40   (f) ADJ UNCH    1 1
 FC0071
 FC0071.Superseded values are not recommended for survey control.
 FC0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0071.See file dsdata.txt to determine how the superseded data were derived.
 FC0071
 FC0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE486653(NAD 83)
 FC0071_MARKER: DD = SURVEY DISK
 FC0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0071_STAMPING: 1444
 FC0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0071+STABILITY: SURFACE MOTION
 FC0071
 FC0071  HISTORY     - Date     Condition        Report By
 FC0071  HISTORY     - UNK      MONUMENTED       TNGS
 FC0071  HISTORY     - 1968     GOOD             NGS
 FC0071
 FC0071                          STATION DESCRIPTION
 FC0071
 FC0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0071'1.2 MI NE FROM LENOIR CITY.
 FC0071'ABOUT 1.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0071'STATION AT LENOIR CITY, ABOUT 0.5 MILE NORTHEAST OF THE FORT
 FC0071'LOUDOUN DAM ROAD OVERPASS OVER THE TRACK, ABOUT 0.2 MILE NORTHEAST
 FC0071'OF MILEPOST 153, ON THE OUTSIDE AND ABOUT 5 RAILS NORTHEAST OF
 FC0071'THE SOUTHWEST END OF A LONG CURVE WITH TANGENTS EXTENDING EAST
 FC0071'AND SOUTHWEST, ON THE TOP OF A 6-FOOT HIGH CUT, 72 FEET WEST
 FC0071'OF THE CENTER WIRE OF A POWER LINE CROSSING THE TRACK, 21.4 FEET
 FC0071'NORTHWEST OF THE NORTHWEST RAIL, 4 1/2 FEET EAST OF THE EXTENDED
 FC0071'LINE OF THE EAST END OF A ONE STORY WHITE FRAME HOUSE, 3 1/2 FEET
 FC0071'SOUTHEAST OF A FENCE LINE, 1.3 FEET NORTHEAST OF A METAL WITNESS
 FC0071'POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE
 FC0071'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 FC0071'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0520 ***********************************************************************
 GA0520  DESIGNATION -  1444 ASH
 GA0520  PID         -  GA0520
 GA0520  STATE/COUNTY-  TN/SULLIVAN
 GA0520  USGS QUAD   -  BLUFF CITY (1968)
 GA0520
 GA0520                         *CURRENT SURVEY CONTROL
 GA0520  ___________________________________________________________________
 GA0520* NAD 83(1986)-  36 27 44.     (N)    082 20 54.     (W)     SCALED    
 GA0520* NAVD 88     -       440.002  (meters)    1443.57   (feet)  ADJUSTED  
 GA0520  ___________________________________________________________________
 GA0520  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0520  DYNAMIC HT  -         439.596 (meters)    1442.24  (feet)  COMP
 GA0520  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 GA0520
 GA0520  VERT ORDER  -  SECOND    CLASS 0
 GA0520
 GA0520.The horizontal coordinates were scaled from a topographic map and have
 GA0520.an estimated accuracy of +/- 6 seconds.
 GA0520
 GA0520.The orthometric height was determined by differential leveling
 GA0520.and adjusted by the National Geodetic Survey in June 1991..
 GA0520
 GA0520.The geoid height was determined by GEOID03.
 GA0520
 GA0520.The dynamic height is computed by dividing the NAVD 88
 GA0520.geopotential number by the normal gravity value computed on the
 GA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0520.degrees latitude (g = 980.6199 gals.).
 GA0520
 GA0520.The modeled gravity was interpolated from observed gravity values.
 GA0520
 GA0520;                    North         East    Units  Estimated Accuracy
 GA0520;SPC TN       -   242,310.      927,240.      MT  (+/- 180 meters Scaled)
 GA0520
 GA0520                          SUPERSEDED SURVEY CONTROL
 GA0520
 GA0520  NGVD 29 (??/??/92)  440.152  (m)         1444.07   (f) ADJ UNCH    2 0
 GA0520
 GA0520.Superseded values are not recommended for survey control.
 GA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0520.See file dsdata.txt to determine how the superseded data were derived.
 GA0520
 GA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA791360(NAD 83)
 GA0520_MARKER: DD = SURVEY DISK
 GA0520_SETTING: 66 = SET IN ROCK OUTCROP
 GA0520_SP_SET: SET IN ROCK OUTCROP
 GA0520_STAMPING: 1444 ASH
 GA0520_MARK LOGO: USGS  
 GA0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0520+STABILITY: POSITION/ELEVATION WELL
 GA0520
 GA0520  HISTORY     - Date     Condition        Report By
 GA0520  HISTORY     - UNK      MONUMENTED       USGS
 GA0520  HISTORY     - 1935     GOOD             NGS
 GA0520
 GA0520                          STATION DESCRIPTION
 GA0520
 GA0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0520'6.6 MI W FROM BLUFF CITY.
 GA0520'6.6 MILES WEST ALONG THE HOLSTON ROAD FROM THE SOUTHERN RAILWAY
 GA0520'STATION AT BLUFF CITY, SULLIVAN COUNTY, 0.6 MILE SOUTHEAST OF
 GA0520'THE HOLSTON RIVER BRIDGE, 700 FEET WEST OF THE JUNCTION OF THE
 GA0520'SPURGON FORD ROAD, 7 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 GA0520'IN THE TOP OF A ROCK OUTCROP, AND 1 FOOT HIGHER THAN THE ROAD.
 GA0520'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1444 ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0068 ***********************************************************************
 FC0068  DESIGNATION -  1447
 FC0068  PID         -  FC0068
 FC0068  STATE/COUNTY-  TN/LOUDON
 FC0068  USGS QUAD   -  LENOIR CITY (1986)
 FC0068
 FC0068                         *CURRENT SURVEY CONTROL
 FC0068  ___________________________________________________________________
 FC0068* NAD 83(1986)-  35 47 30.     (N)    084 15 28.     (W)     SCALED    
 FC0068* NAVD 88     -       239.469  (meters)     785.66   (feet)  ADJUSTED  
 FC0068  ___________________________________________________________________
 FC0068  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0068  DYNAMIC HT  -         239.241 (meters)     784.91  (feet)  COMP
 FC0068  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 FC0068
 FC0068  VERT ORDER  -  FIRST     CLASS I
 FC0068
 FC0068.The horizontal coordinates were scaled from a topographic map and have
 FC0068.an estimated accuracy of +/- 6 seconds.
 FC0068
 FC0068.The orthometric height was determined by differential leveling
 FC0068.and adjusted by the National Geodetic Survey in June 1991..
 FC0068
 FC0068.The geoid height was determined by GEOID03.
 FC0068
 FC0068.The dynamic height is computed by dividing the NAVD 88
 FC0068.geopotential number by the normal gravity value computed on the
 FC0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0068.degrees latitude (g = 980.6199 gals.).
 FC0068
 FC0068.The modeled gravity was interpolated from observed gravity values.
 FC0068
 FC0068;                    North         East    Units  Estimated Accuracy
 FC0068;SPC TN       -   163,200.      757,480.      MT  (+/- 180 meters Scaled)
 FC0068
 FC0068                          SUPERSEDED SURVEY CONTROL
 FC0068
 FC0068  NGVD 29 (??/??/92)  239.580  (m)          786.02   (f) ADJ UNCH    1 1
 FC0068
 FC0068.Superseded values are not recommended for survey control.
 FC0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0068.See file dsdata.txt to determine how the superseded data were derived.
 FC0068
 FC0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE478643(NAD 83)
 FC0068_MARKER: DD = SURVEY DISK
 FC0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0068_STAMPING: 1447
 FC0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0068+STABILITY: SURFACE MOTION
 FC0068
 FC0068  HISTORY     - Date     Condition        Report By
 FC0068  HISTORY     - UNK      MONUMENTED       TNGS
 FC0068  HISTORY     - 1968     GOOD             NGS
 FC0068  HISTORY     - 20051127 MARK NOT FOUND   USPSQD
 FC0068
 FC0068                          STATION DESCRIPTION
 FC0068
 FC0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0068'AT LENOIR CITY.
 FC0068'AT LENOIR CITY, ABOUT 0.4 MILE NORTHEAST ALONG THE SOUTHERN
 FC0068'RAILWAY FROM THE STATION, ABOUT 0.35 MILE NORTHEAST OF MILEPOST
 FC0068'154, ABOUT 0.1 MILE NORTHEAST OF THE CROSSING OF MILL STREET,
 FC0068'65 1/2 FEET EAST OF AND ACROSS THE TRACK FROM THE EAST CORNER
 FC0068'OF A CHAIN LINK FENCE AROUND A HOSIERY MILL, 71 FEET SOUTHWEST
 FC0068'OF THE THIRD TELEPHONE POLE NORTHEAST OF THE MILL STREET CROSSING,
 FC0068'22.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 FC0068'8.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 1 FOOT
 FC0068'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 FC0068'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1/2 FOOT
 FC0068'BELOW THE LEVEL OF THE GROUND.
 FC0068
 FC0068                          STATION RECOVERY (2005)
 FC0068
 FC0068'RECOVERY NOTE BY US POWER SQUADRON 2005 (DCS)
 FC0068'RAIL TRACKS HAVE BEEN REBUILT. NO SIGN OF MARK OR WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0066 ***********************************************************************
 FC0066  DESIGNATION -  1448
 FC0066  PID         -  FC0066
 FC0066  STATE/COUNTY-  TN/LOUDON
 FC0066  USGS QUAD   -  LENOIR CITY (1986)
 FC0066
 FC0066                         *CURRENT SURVEY CONTROL
 FC0066  ___________________________________________________________________
 FC0066* NAD 83(1986)-  35 47 21.     (N)    084 16 03.     (W)     SCALED    
 FC0066* NAVD 88     -       240.462  (meters)     788.92   (feet)  ADJUSTED  
 FC0066  ___________________________________________________________________
 FC0066  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0066  DYNAMIC HT  -         240.233 (meters)     788.16  (feet)  COMP
 FC0066  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FC0066
 FC0066  VERT ORDER  -  FIRST     CLASS I
 FC0066
 FC0066.The horizontal coordinates were scaled from a topographic map and have
 FC0066.an estimated accuracy of +/- 6 seconds.
 FC0066
 FC0066.The orthometric height was determined by differential leveling
 FC0066.and adjusted by the National Geodetic Survey in June 1991..
 FC0066
 FC0066.The geoid height was determined by GEOID03.
 FC0066
 FC0066.The dynamic height is computed by dividing the NAVD 88
 FC0066.geopotential number by the normal gravity value computed on the
 FC0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0066.degrees latitude (g = 980.6199 gals.).
 FC0066
 FC0066.The modeled gravity was interpolated from observed gravity values.
 FC0066
 FC0066;                    North         East    Units  Estimated Accuracy
 FC0066;SPC TN       -   162,910.      756,610.      MT  (+/- 180 meters Scaled)
 FC0066
 FC0066                          SUPERSEDED SURVEY CONTROL
 FC0066
 FC0066  NGVD 29 (??/??/92)  240.574  (m)          789.28   (f) ADJ UNCH    1 1
 FC0066
 FC0066.Superseded values are not recommended for survey control.
 FC0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0066.See file dsdata.txt to determine how the superseded data were derived.
 FC0066
 FC0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE469640(NAD 83)
 FC0066_MARKER: DD = SURVEY DISK
 FC0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0066_STAMPING: 1448
 FC0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0066+STABILITY: SURFACE MOTION
 FC0066
 FC0066  HISTORY     - Date     Condition        Report By
 FC0066  HISTORY     - UNK      MONUMENTED       TNGS
 FC0066  HISTORY     - 1968     GOOD             NGS
 FC0066
 FC0066                          STATION DESCRIPTION
 FC0066
 FC0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0066'AT LENOIR CITY.
 FC0066'AT LENOIR CITY, ABOUT 0.1 MILE SOUTHWEST ALONG THE SOUTHERN
 FC0066'RAILWAY FROM THE STATION, 42 1/2 FEET WEST OF THE CENTER OF THE
 FC0066'CROSSING OF C STREET AND THE MAIN TRACK, 25 FEET NORTHWEST OF
 FC0066'THE NORTHWEST RAIL OF THE MAIN TRACK, 27 FEET SOUTHWEST OF THE
 FC0066'CENTER LINE OF THE STREET, 1 FOOT NORTHWEST OF A CROSSING SIGN
 FC0066'POST, ABOUT 2 FEET NORTHEAST OF THE EXTENDED LINE OF THE SOUTHWEST
 FC0066'CURB OF C STREET, 1 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 FC0066'LEVEL WITH THE MAIN TRACK AND SET IN THE TOP OF A CONCRETE
 FC0066'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0064 ***********************************************************************
 FC0064  DESIGNATION -  1449
 FC0064  PID         -  FC0064
 FC0064  STATE/COUNTY-  TN/LOUDON
 FC0064  USGS QUAD   -  LENOIR CITY (1986)
 FC0064
 FC0064                         *CURRENT SURVEY CONTROL
 FC0064  ___________________________________________________________________
 FC0064* NAD 83(1986)-  35 46 59.     (N)    084 16 37.     (W)     SCALED    
 FC0064* NAVD 88     -       247.607  (meters)     812.36   (feet)  POSTED    
 FC0064  ___________________________________________________________________
 FC0064  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0064  DYNAMIC HT  -         247.370 (meters)     811.58  (feet)  COMP
 FC0064  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 FC0064
 FC0064  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0064
 FC0064.The horizontal coordinates were scaled from a topographic map and have
 FC0064.an estimated accuracy of +/- 6 seconds.
 FC0064
 FC0064.The orthometric height was determined by differential leveling
 FC0064.and adjusted by the National Geodetic Survey in 1992..
 FC0064.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0064.rate of 0.0 thru 1.0 mm/km.
 FC0064
 FC0064.The geoid height was determined by GEOID03.
 FC0064
 FC0064.The dynamic height is computed by dividing the NAVD 88
 FC0064.geopotential number by the normal gravity value computed on the
 FC0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0064.degrees latitude (g = 980.6199 gals.).
 FC0064
 FC0064.The modeled gravity was interpolated from observed gravity values.
 FC0064
 FC0064;                    North         East    Units  Estimated Accuracy
 FC0064;SPC TN       -   162,220.      755,770.      MT  (+/- 180 meters Scaled)
 FC0064
 FC0064                          SUPERSEDED SURVEY CONTROL
 FC0064
 FC0064  NGVD 29 (??/??/92)  247.717  (m)          812.72   (f) ADJ UNCH    1 2
 FC0064
 FC0064.Superseded values are not recommended for survey control.
 FC0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0064.See file dsdata.txt to determine how the superseded data were derived.
 FC0064
 FC0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE461633(NAD 83)
 FC0064_MARKER: DD = SURVEY DISK
 FC0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0064_STAMPING: 1449
 FC0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0064+STABILITY: SURFACE MOTION
 FC0064
 FC0064  HISTORY     - Date     Condition        Report By
 FC0064  HISTORY     - UNK      MONUMENTED       TNGS
 FC0064  HISTORY     - 1936     GOOD             NGS
 FC0064  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0064
 FC0064                          STATION DESCRIPTION
 FC0064
 FC0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0064'0.9 MI SW FROM LENOIR CITY.
 FC0064'0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC0064'LENOIR CITY, LOUDON COUNTY, 542 FEET NORTHEAST OF MILEPOST 155,
 FC0064'246 FEET SOUTH OF U.S. HIGHWAY 11, 4 FEET NORTHEAST OF A
 FC0064'CITY-LIMIT MARKER, AND 14 FEET SOUTHEAST OF THE TRACK.  A STATE
 FC0064'SURVEY STANDARD DISK, STAMPED 1449 AND SET IN THE TOP OF A
 FC0064'CONCRETE POST.
 FC0064
 FC0064                          STATION RECOVERY (1968)
 FC0064
 FC0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2820 ***********************************************************************
 FE2820  DESIGNATION -  145
 FE2820  PID         -  FE2820
 FE2820  STATE/COUNTY-  TN/SHELBY
 FE2820  USGS QUAD   -  GERMANTOWN (1997)
 FE2820
 FE2820                         *CURRENT SURVEY CONTROL
 FE2820  ___________________________________________________________________
 FE2820* NAD 83(1995)-  35 01 13.99796(N)    089 46 34.41688(W)     ADJUSTED  
 FE2820* NAVD 88     -        95.736  (meters)     314.09   (feet)  ADJUSTED  
 FE2820  ___________________________________________________________________
 FE2820  X           -      20,422.892 (meters)                     COMP
 FE2820  Y           -  -5,229,134.541 (meters)                     COMP
 FE2820  Z           -   3,639,773.824 (meters)                     COMP
 FE2820  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FE2820  ELLIP HEIGHT-          68.25  (meters)          (04/26/01) GPS OBS
 FE2820  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE2820  DYNAMIC HT  -          95.646 (meters)     313.80  (feet)  COMP
 FE2820  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FE2820
 FE2820  HORZ ORDER  -  FIRST
 FE2820  VERT ORDER  -  FIRST     CLASS II
 FE2820  ELLP ORDER  -  FOURTH    CLASS I
 FE2820
 FE2820.The horizontal coordinates were established by GPS observations
 FE2820.and adjusted by the National Geodetic Survey in April 2001..
 FE2820
 FE2820.The orthometric height was determined by differential leveling
 FE2820.and adjusted by the National Geodetic Survey in August 1995..
 FE2820
 FE2820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2820
 FE2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2820
 FE2820.The ellipsoidal height was determined by GPS observations
 FE2820.and is referenced to NAD 83.
 FE2820
 FE2820.The geoid height was determined by GEOID03.
 FE2820
 FE2820.The dynamic height is computed by dividing the NAVD 88
 FE2820.geopotential number by the normal gravity value computed on the
 FE2820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2820.degrees latitude (g = 980.6199 gals.).
 FE2820
 FE2820.The modeled gravity was interpolated from observed gravity values.
 FE2820
 FE2820;                    North         East     Units Scale Factor Converg.
 FE2820;SPC TN       -    82,897.055   255,430.215   MT  1.00004841   -2 12 38.7
 FE2820;SPC TN       -   271,971.42    838,023.96   sFT  1.00004841   -2 12 38.7
 FE2820;UTM  16      - 3,878,845.942   246,693.959   MT  1.00039087   -1 35 38.6
 FE2820
 FE2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2820!SPC TN       -   0.99998929  x   1.00004841  =   1.00003770
 FE2820!UTM  16      -   0.99998929  x   1.00039087  =   1.00038015
 FE2820
 FE2820                          SUPERSEDED SURVEY CONTROL
 FE2820
 FE2820  NAVD 88 (03/28/02)   95.74   (m)          314.1    (f) LEVELING    3  
 FE2820
 FE2820.Superseded values are not recommended for survey control.
 FE2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2820.See file dsdata.txt to determine how the superseded data were derived.
 FE2820
 FE2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4669478846(NAD 83)
 FE2820_MARKER: DD = SURVEY DISK
 FE2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2820_SP_SET: CONCRETE POST
 FE2820_STAMPING: 145
 FE2820_MARK LOGO: MLGW  
 FE2820_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2820+SATELLITE: SATELLITE OBSERVATIONS - December 22, 1998
 FE2820
 FE2820  HISTORY     - Date     Condition        Report By
 FE2820  HISTORY     - 1993     MONUMENTED       MLGW
 FE2820  HISTORY     - 19920114 GOOD             NGS
 FE2820  HISTORY     - 19980725 GOOD             TN1620
 FE2820  HISTORY     - 19981222 GOOD             TN1620
 FE2820  HISTORY     - 20021009 POOR             USACE
 FE2820  HISTORY     - 20031030 MARK NOT FOUND   TN1620
 FE2820
 FE2820                          STATION DESCRIPTION
 FE2820
 FE2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2820'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2820'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2820'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 10.2 KM (6.35 MI)
 FE2820'SOUTHWESTERLY ALONG COUNTY ROAD 175, 13.8 M (45.3 FT) EAST OF THE
 FE2820'CENTER OF A GRAVELED DRIVEWAY, 10.3 M (33.8 FT) NORTHEAST OF UTILITY
 FE2820'POLE NUMBER 182318, 6.1 M (20.0 FT) SOUTH OF THE CENTERLINE OF THE
 FE2820'ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) WEST
 FE2820'OF A WITNESS POST, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 FE2820'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2820
 FE2820                          STATION RECOVERY (1998)
 FE2820
 FE2820'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (SB)
 FE2820'RECOVERED IN GOOD CONDITION.
 FE2820
 FE2820                          STATION RECOVERY (1998)
 FE2820
 FE2820'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2820'RECOVERED AS DESCRIBED.
 FE2820
 FE2820                          STATION RECOVERY (2002)
 FE2820
 FE2820'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2820'MARK DESTROYED. HWY HAS BEEN WIDENED.
 FE2820
 FE2820                          STATION RECOVERY (2003)
 FE2820
 FE2820'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 FE2820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0047 ***********************************************************************
 FC0047  DESIGNATION -  1453
 FC0047  PID         -  FC0047
 FC0047  STATE/COUNTY-  TN/LOUDON
 FC0047  USGS QUAD   -  LOUDON (1984)
 FC0047
 FC0047                         *CURRENT SURVEY CONTROL
 FC0047  ___________________________________________________________________
 FC0047* NAD 83(1986)-  35 44 30.     (N)    084 20 21.     (W)     SCALED    
 FC0047* NAVD 88     -       248.983  (meters)     816.87   (feet)  POSTED    
 FC0047  ___________________________________________________________________
 FC0047  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0047  DYNAMIC HT  -         248.740 (meters)     816.07  (feet)  COMP
 FC0047  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FC0047
 FC0047  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FC0047
 FC0047.The horizontal coordinates were scaled from a topographic map and have
 FC0047.an estimated accuracy of +/- 6 seconds.
 FC0047
 FC0047.The orthometric height was determined by differential leveling
 FC0047.and adjusted by the National Geodetic Survey in 1992..
 FC0047.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FC0047.rate of 4.1 thru 8.0 mm/km.
 FC0047
 FC0047.The geoid height was determined by GEOID03.
 FC0047
 FC0047.The dynamic height is computed by dividing the NAVD 88
 FC0047.geopotential number by the normal gravity value computed on the
 FC0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0047.degrees latitude (g = 980.6199 gals.).
 FC0047
 FC0047.The modeled gravity was interpolated from observed gravity values.
 FC0047
 FC0047;                    North         East    Units  Estimated Accuracy
 FC0047;SPC TN       -   157,530.      750,220.      MT  (+/- 180 meters Scaled)
 FC0047
 FC0047                          SUPERSEDED SURVEY CONTROL
 FC0047
 FC0047  NGVD 29 (??/??/92)  249.083  (m)          817.20   (f) ADJ UNCH    1 2
 FC0047
 FC0047.Superseded values are not recommended for survey control.
 FC0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0047.See file dsdata.txt to determine how the superseded data were derived.
 FC0047
 FC0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE406585(NAD 83)
 FC0047_MARKER: DD = SURVEY DISK
 FC0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0047_STAMPING: 1453
 FC0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0047+STABILITY: SURFACE MOTION
 FC0047
 FC0047  HISTORY     - Date     Condition        Report By
 FC0047  HISTORY     - UNK      MONUMENTED       TNGS
 FC0047  HISTORY     - 1935     GOOD             NGS
 FC0047  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0047
 FC0047                          STATION DESCRIPTION
 FC0047
 FC0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0047'AT LOUDON.
 FC0047'AT LOUDON, LOUDON COUNTY, 806 FEET SOUTHWEST OF THE SOUTHERN
 FC0047'RAILWAY STATION, 500 FEET SOUTHEAST OF LOUDON HIGH SCHOOL,
 FC0047'7-1/2 RAILS SOUTHWEST OF A LIVESTOCK LOADING PEN, 52 FEET
 FC0047'SOUTHWEST OF THE CENTERLINE OF HUFFS FERRY ROAD, 13 FEET NORTHWEST
 FC0047'OF BLOCK SIGNAL 1598 A, ON A RAILROAD EMBANKMENT AT THE EDGE
 FC0047'OF A FILL, AND 12 FEET NORTHWEST OF THE CENTERLINE OF THE
 FC0047'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1453 AND SET IN
 FC0047'THE TOP OF A CONCRETE POST.
 FC0047
 FC0047                          STATION RECOVERY (1968)
 FC0047
 FC0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0046 ***********************************************************************
 FC0046  DESIGNATION -  1454
 FC0046  PID         -  FC0046
 FC0046  STATE/COUNTY-  TN/LOUDON
 FC0046  USGS QUAD   -  LOUDON (1984)
 FC0046
 FC0046                         *CURRENT SURVEY CONTROL
 FC0046  ___________________________________________________________________
 FC0046* NAD 83(1986)-  35 44 22.     (N)    084 20 35.     (W)     SCALED    
 FC0046* NAVD 88     -       253.516  (meters)     831.74   (feet)  ADJUSTED  
 FC0046  ___________________________________________________________________
 FC0046  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0046  DYNAMIC HT  -         253.274 (meters)     830.95  (feet)  COMP
 FC0046  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 FC0046
 FC0046  VERT ORDER  -  FIRST     CLASS I
 FC0046
 FC0046.The horizontal coordinates were scaled from a topographic map and have
 FC0046.an estimated accuracy of +/- 6 seconds.
 FC0046
 FC0046.The orthometric height was determined by differential leveling
 FC0046.and adjusted by the National Geodetic Survey in June 1991..
 FC0046
 FC0046.The geoid height was determined by GEOID03.
 FC0046
 FC0046.The dynamic height is computed by dividing the NAVD 88
 FC0046.geopotential number by the normal gravity value computed on the
 FC0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0046.degrees latitude (g = 980.6199 gals.).
 FC0046
 FC0046.The modeled gravity was interpolated from observed gravity values.
 FC0046
 FC0046;                    North         East    Units  Estimated Accuracy
 FC0046;SPC TN       -   157,280.      749,870.      MT  (+/- 180 meters Scaled)
 FC0046
 FC0046                          SUPERSEDED SURVEY CONTROL
 FC0046
 FC0046  NGVD 29 (??/??/92)  253.619  (m)          832.08   (f) ADJ UNCH    1 1
 FC0046
 FC0046.Superseded values are not recommended for survey control.
 FC0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0046.See file dsdata.txt to determine how the superseded data were derived.
 FC0046
 FC0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE402583(NAD 83)
 FC0046_MARKER: DD = SURVEY DISK
 FC0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0046_STAMPING: 1454
 FC0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0046+STABILITY: SURFACE MOTION
 FC0046
 FC0046  HISTORY     - Date     Condition        Report By
 FC0046  HISTORY     - UNK      MONUMENTED       TNGS
 FC0046  HISTORY     - 1968     GOOD             NGS
 FC0046
 FC0046                          STATION DESCRIPTION
 FC0046
 FC0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0046'AT LOUDON.
 FC0046'AT LOUDON, ABOUT 0.5 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0046'FROM THE STATION, ABOUT 5 1/4 RAILS NORTHEAST OF MILEPOST 160,
 FC0046'UNDER THE KINGSTON ROAD WOODEN OVERPASS OVER THE TRACK, ON THE
 FC0046'SLOPE OF A 10-FOOT HIGH CUT BANK, 21.5 FEET NORTHWEST OF THE
 FC0046'NORTHWEST RAIL, 8 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 FC0046'OVERPASS, 8.8 FEET EAST OF THE EAST CORNER OF THE CONCRETE
 FC0046'BASE OF THE SOUTHWEST LEG OF THE SECOND PIER NORTHWEST OF THE
 FC0046'TRACK, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN
 FC0046'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL
 FC0046'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0043 ***********************************************************************
 FC0043  DESIGNATION -  1456
 FC0043  PID         -  FC0043
 FC0043  STATE/COUNTY-  TN/LOUDON
 FC0043  USGS QUAD   -  LOUDON (1984)
 FC0043
 FC0043                         *CURRENT SURVEY CONTROL
 FC0043  ___________________________________________________________________
 FC0043* NAD 83(1986)-  35 43 31.     (N)    084 21 15.     (W)     SCALED    
 FC0043* NAVD 88     -       253.234  (meters)     830.82   (feet)  POSTED    
 FC0043  ___________________________________________________________________
 FC0043  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FC0043  DYNAMIC HT  -         252.990 (meters)     830.02  (feet)  COMP
 FC0043  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 FC0043
 FC0043  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FC0043
 FC0043.The horizontal coordinates were scaled from a topographic map and have
 FC0043.an estimated accuracy of +/- 6 seconds.
 FC0043
 FC0043.The orthometric height was determined by differential leveling
 FC0043.and adjusted by the National Geodetic Survey in 1992..
 FC0043.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FC0043.rate of 1.1 thru 2.0 mm/km.
 FC0043
 FC0043.The geoid height was determined by GEOID03.
 FC0043
 FC0043.The dynamic height is computed by dividing the NAVD 88
 FC0043.geopotential number by the normal gravity value computed on the
 FC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0043.degrees latitude (g = 980.6199 gals.).
 FC0043
 FC0043.The modeled gravity was interpolated from observed gravity values.
 FC0043
 FC0043;                    North         East    Units  Estimated Accuracy
 FC0043;SPC TN       -   155,690.      748,890.      MT  (+/- 180 meters Scaled)
 FC0043
 FC0043                          SUPERSEDED SURVEY CONTROL
 FC0043
 FC0043  NGVD 29 (??/??/92)  253.333  (m)          831.14   (f) ADJ UNCH    1 2
 FC0043
 FC0043.Superseded values are not recommended for survey control.
 FC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0043.See file dsdata.txt to determine how the superseded data were derived.
 FC0043
 FC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE393567(NAD 83)
 FC0043_MARKER: DD = SURVEY DISK
 FC0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0043_STAMPING: 1456
 FC0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0043+STABILITY: SURFACE MOTION
 FC0043
 FC0043  HISTORY     - Date     Condition        Report By
 FC0043  HISTORY     - UNK      MONUMENTED       TNGS
 FC0043  HISTORY     - 1935     GOOD             NGS
 FC0043  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0043
 FC0043                          STATION DESCRIPTION
 FC0043
 FC0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0043'1.6 MI SW FROM LOUDON.
 FC0043'1.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0043'AT LOUDON, LOUDON COUNTY, 544 FEET SOUTHWEST OF MILEPOST 161,
 FC0043'489 FEET SOUTHWEST OF SIGNAL 1610 A, 320 FEET NORTHWEST OF
 FC0043'U.S. HIGHWAY 11, 9-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE
 FC0043'TRACK, AND DIRECTLY BEHIND AND ACROSS THE TRACK FROM THE LITTLETON
 FC0043'SERVICE STATION.  A STATE SURVEY STANDARD DISK, STAMPED 1456
 FC0043'AND SET IN THE TOP OF A CONCRETE POST.
 FC0043
 FC0043                          STATION RECOVERY (1968)
 FC0043
 FC0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0042 ***********************************************************************
 FC0042  DESIGNATION -  1457
 FC0042  PID         -  FC0042
 FC0042  STATE/COUNTY-  TN/LOUDON
 FC0042  USGS QUAD   -  LOUDON (1984)
 FC0042
 FC0042                         *CURRENT SURVEY CONTROL
 FC0042  ___________________________________________________________________
 FC0042* NAD 83(1986)-  35 43 20.     (N)    084 21 23.     (W)     SCALED    
 FC0042* NAVD 88     -       256.069  (meters)     840.12   (feet)  ADJUSTED  
 FC0042  ___________________________________________________________________
 FC0042  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0042  DYNAMIC HT  -         255.824 (meters)     839.32  (feet)  COMP
 FC0042  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 FC0042
 FC0042  VERT ORDER  -  FIRST     CLASS I
 FC0042
 FC0042.The horizontal coordinates were scaled from a topographic map and have
 FC0042.an estimated accuracy of +/- 6 seconds.
 FC0042
 FC0042.The orthometric height was determined by differential leveling
 FC0042.and adjusted by the National Geodetic Survey in June 1991..
 FC0042
 FC0042.The geoid height was determined by GEOID03.
 FC0042
 FC0042.The dynamic height is computed by dividing the NAVD 88
 FC0042.geopotential number by the normal gravity value computed on the
 FC0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0042.degrees latitude (g = 980.6199 gals.).
 FC0042
 FC0042.The modeled gravity was interpolated from observed gravity values.
 FC0042
 FC0042;                    North         East    Units  Estimated Accuracy
 FC0042;SPC TN       -   155,340.      748,700.      MT  (+/- 180 meters Scaled)
 FC0042
 FC0042                          SUPERSEDED SURVEY CONTROL
 FC0042
 FC0042  NGVD 29 (??/??/92)  256.165  (m)          840.43   (f) ADJ UNCH    1 1
 FC0042
 FC0042.Superseded values are not recommended for survey control.
 FC0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0042.See file dsdata.txt to determine how the superseded data were derived.
 FC0042
 FC0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE391563(NAD 83)
 FC0042_MARKER: DD = SURVEY DISK
 FC0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0042_STAMPING: 1457
 FC0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0042+STABILITY: SURFACE MOTION
 FC0042
 FC0042  HISTORY     - Date     Condition        Report By
 FC0042  HISTORY     - UNK      MONUMENTED       TNGS
 FC0042  HISTORY     - 1968     GOOD             NGS
 FC0042
 FC0042                          STATION DESCRIPTION
 FC0042
 FC0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0042'1.7 MI SW FROM LOUDON.
 FC0042'ABOUT 1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0042'COURTHOUSE AT LOUDON, THENCE 0.05 MILE NORTHWEST ALONG CITY
 FC0042'SPRINGS ROAD, THENCE 0.1 MILE SOUTHWEST ALONG THE SOUTHERN
 FC0042'RAILWAY, ALSO ABOUT 1.9 MILES SOUTHWEST ALONG THE SOUTHERN
 FC0042'RAILWAY FROM THE STATION AT LOUDON, ABOUT 0.3 MILE SOUTHWEST OF
 FC0042'MILEPOST 161, ABOUT 12 3/4 RAILS SOUTHWEST OF THE CROSSING OF
 FC0042'CITY SPRINGS ROAD, ON THE OUTSIDE AND NEAR THE CENTER OF A LONG
 FC0042'CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, 130 FEET
 FC0042'NORTHWEST OF THE WEST CORNER OF A ONE STORY WHITE HOUSE WITH
 FC0042'A GREEN ROOF, 44 1/2 FEET SOUTHWEST OF THE THIRD TELEPHONE
 FC0042'POLE SOUTHWEST OF THE CROSSING, 18.3 FEET SOUTHEAST OF THE
 FC0042'SOUTHEAST RAIL, 2 1/2 FEET NORTHWEST OF A FENCE LINE, 1.3 FEET
 FC0042'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 FC0042'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW
 FC0042'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0038 ***********************************************************************
 FC0038  DESIGNATION -  1459
 FC0038  PID         -  FC0038
 FC0038  STATE/COUNTY-  TN/LOUDON
 FC0038  USGS QUAD   -  LOUDON (1984)
 FC0038
 FC0038                         *CURRENT SURVEY CONTROL
 FC0038  ___________________________________________________________________
 FC0038* NAD 83(1986)-  35 42 42.     (N)    084 21 48.     (W)     SCALED    
 FC0038* NAVD 88     -       263.728  (meters)     865.25   (feet)  ADJUSTED  
 FC0038  ___________________________________________________________________
 FC0038  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FC0038  DYNAMIC HT  -         263.475 (meters)     864.42  (feet)  COMP
 FC0038  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 FC0038
 FC0038  VERT ORDER  -  FIRST     CLASS I
 FC0038
 FC0038.The horizontal coordinates were scaled from a topographic map and have
 FC0038.an estimated accuracy of +/- 6 seconds.
 FC0038
 FC0038.The orthometric height was determined by differential leveling
 FC0038.and adjusted by the National Geodetic Survey in June 1991..
 FC0038
 FC0038.The geoid height was determined by GEOID03.
 FC0038
 FC0038.The dynamic height is computed by dividing the NAVD 88
 FC0038.geopotential number by the normal gravity value computed on the
 FC0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0038.degrees latitude (g = 980.6199 gals.).
 FC0038
 FC0038.The modeled gravity was interpolated from observed gravity values.
 FC0038
 FC0038;                    North         East    Units  Estimated Accuracy
 FC0038;SPC TN       -   154,160.      748,090.      MT  (+/- 180 meters Scaled)
 FC0038
 FC0038                          SUPERSEDED SURVEY CONTROL
 FC0038
 FC0038  NGVD 29 (??/??/92)  263.820  (m)          865.55   (f) ADJ UNCH    1 1
 FC0038
 FC0038.Superseded values are not recommended for survey control.
 FC0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0038.See file dsdata.txt to determine how the superseded data were derived.
 FC0038
 FC0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE385551(NAD 83)
 FC0038_MARKER: DD = SURVEY DISK
 FC0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0038_STAMPING: 1459
 FC0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0038+STABILITY: SURFACE MOTION
 FC0038
 FC0038  HISTORY     - Date     Condition        Report By
 FC0038  HISTORY     - UNK      MONUMENTED       TNGS
 FC0038  HISTORY     - 1968     GOOD             NGS
 FC0038
 FC0038                          STATION DESCRIPTION
 FC0038
 FC0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0038'2.7 MI NE FROM PHILADELPHIA.
 FC0038'ABOUT 2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SUNRISE
 FC0038'MOTEL AT PHILADELPHIA, ALSO ABOUT 2.5 MILES SOUTHWEST ALONG U.S.
 FC0038'HIGHWAY 11 FROM THE COURTHOUSE AT LOUDON, ON THE OUTSIDE AND
 FC0038'NEAR THE NORTH END OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 FC0038'SOUTHWEST, NEAR THE TOP OF A 4-FOOT HIGH CUT, 59 1/2 FEET EAST
 FC0038'OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING SOUTHEAST OF A
 FC0038'ONE STORY FRAME HOUSE, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC0038'HIGHWAY, 51 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE,
 FC0038'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 FC0038'OF A CONCRETE POST PROJECTING 14 INCHES ABOVE THE LEVEL OF THE
 FC0038'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0640 ***********************************************************************
 GB0640  DESIGNATION -  146
 GB0640  PID         -  GB0640
 GB0640  STATE/COUNTY-  TN/ANDERSON
 GB0640  USGS QUAD   -  NORRIS (1990)
 GB0640
 GB0640                         *CURRENT SURVEY CONTROL
 GB0640  ___________________________________________________________________
 GB0640* NAD 83(1986)-  36 12 09.     (N)    084 05 17.     (W)     SCALED    
 GB0640* NAVD 88     -       296.902  (meters)     974.09   (feet)  ADJUSTED  
 GB0640  ___________________________________________________________________
 GB0640  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 GB0640  DYNAMIC HT  -         296.635 (meters)     973.21  (feet)  COMP
 GB0640  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 GB0640
 GB0640  VERT ORDER  -  SECOND    CLASS 0
 GB0640
 GB0640.The horizontal coordinates were scaled from a topographic map and have
 GB0640.an estimated accuracy of +/- 6 seconds.
 GB0640
 GB0640.The orthometric height was determined by differential leveling
 GB0640.and adjusted by the National Geodetic Survey in June 1991..
 GB0640
 GB0640.The geoid height was determined by GEOID03.
 GB0640
 GB0640.The dynamic height is computed by dividing the NAVD 88
 GB0640.geopotential number by the normal gravity value computed on the
 GB0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0640.degrees latitude (g = 980.6199 gals.).
 GB0640
 GB0640.The modeled gravity was interpolated from observed gravity values.
 GB0640
 GB0640;                    North         East    Units  Estimated Accuracy
 GB0640;SPC TN       -   209,060.      771,930.      MT  (+/- 180 meters Scaled)
 GB0640
 GB0640                          SUPERSEDED SURVEY CONTROL
 GB0640
 GB0640  NGVD 29 (??/??/92)  297.041  (m)          974.54   (f) ADJ UNCH    2 0
 GB0640
 GB0640.Superseded values are not recommended for survey control.
 GB0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0640.See file dsdata.txt to determine how the superseded data were derived.
 GB0640
 GB0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF618103(NAD 83)
 GB0640_MARKER: DD = SURVEY DISK
 GB0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0640_STAMPING: 146
 GB0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0640+STABILITY: SURFACE MOTION
 GB0640
 GB0640  HISTORY     - Date     Condition        Report By
 GB0640  HISTORY     - UNK      MONUMENTED       TNGS
 GB0640  HISTORY     - 1949     GOOD             NGS
 GB0640  HISTORY     - 1972     GOOD             TVA
 GB0640
 GB0640                          STATION DESCRIPTION
 GB0640
 GB0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0640'1.3 MI N FROM NORRIS.
 GB0640'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0640'NORRIS, ANDERSON COUNTY, THENCE 0.9 MILE NORTH ALONG T.V.A.
 GB0640'FREEWAY, 2.3 MILES SOUTH OF NORRIS DAM, AT THE TOP OF A HIGH
 GB0640'GRASSY KNOLL, AT A CURVE, 365 FEET WEST OF THE JUNCTION OF THE
 GB0640'COAL CREEK ROAD, 160 FEET FROM A WEATHER STATION, AND NEAR A
 GB0640'STEEL POST WITH A CONTROL-MARKER SIGN.  A STATE SURVEY STANDARD
 GB0640'DISK, STAMPED 146 AND SET IN THE TOP OF A CONCRETE POST.
 GB0640
 GB0640                          STATION RECOVERY (1972)
 GB0640
 GB0640'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2821 ***********************************************************************
 FE2821  DESIGNATION -  146
 FE2821  PID         -  FE2821
 FE2821  STATE/COUNTY-  TN/SHELBY
 FE2821  USGS QUAD   -  GERMANTOWN (1997)
 FE2821
 FE2821                         *CURRENT SURVEY CONTROL
 FE2821  ___________________________________________________________________
 FE2821* NAD 83(1986)-  35 01 13.     (N)    089 49 03.     (W)     SCALED    
 FE2821* NAVD 88     -       106.345  (meters)     348.90   (feet)  ADJUSTED  
 FE2821  ___________________________________________________________________
 FE2821  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE2821  DYNAMIC HT  -         106.246 (meters)     348.58  (feet)  COMP
 FE2821  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FE2821
 FE2821  VERT ORDER  -  FIRST     CLASS II
 FE2821
 FE2821.The horizontal coordinates were scaled from a topographic map and have
 FE2821.an estimated accuracy of +/- 6 seconds.
 FE2821
 FE2821.The orthometric height was determined by differential leveling
 FE2821.and adjusted by the National Geodetic Survey in August 1995..
 FE2821
 FE2821.The geoid height was determined by GEOID03.
 FE2821
 FE2821.The dynamic height is computed by dividing the NAVD 88
 FE2821.geopotential number by the normal gravity value computed on the
 FE2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2821.degrees latitude (g = 980.6199 gals.).
 FE2821
 FE2821.The modeled gravity was interpolated from observed gravity values.
 FE2821
 FE2821;                    North         East    Units  Estimated Accuracy
 FE2821;SPC TN       -    83,010.      251,670.      MT  (+/- 180 meters Scaled)
 FE2821
 FE2821                          SUPERSEDED SURVEY CONTROL
 FE2821
 FE2821.No superseded survey control is available for this station.
 FE2821
 FE2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD429789(NAD 83)
 FE2821_MARKER: DD = SURVEY DISK
 FE2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2821_SP_SET: CONCRETE POST
 FE2821_STAMPING: 146
 FE2821_MARK LOGO: MLGW  
 FE2821_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2821+STABILITY: SURFACE MOTION
 FE2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2821+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2821
 FE2821  HISTORY     - Date     Condition        Report By
 FE2821  HISTORY     - UNK      MONUMENTED       MLGW
 FE2821  HISTORY     - 19920114 GOOD             NGS
 FE2821  HISTORY     - 20021009 MARK NOT FOUND   USACE
 FE2821
 FE2821                          STATION DESCRIPTION
 FE2821
 FE2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2821'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2821'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2821'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 14.0 KM (8.70 MI)
 FE2821'SOUTHWESTERLY ALONG COUNTY ROAD 175, 28.5 M (93.5 FT) EAST OF UTILITY
 FE2821'POLE NUMBER C4F1979, 18.3 M (60.0 FT) WEST OF THE CENTER OF HARVEST
 FE2821'KNOLL ROAD, 14.8 M (48.6 FT) SOUTH OF THE CENTERLINE OF THE COUNTY
 FE2821'ROAD, 4.2 M (13.8 FT) NORTH OF A BRICK WALL, 0.5 M (1.6 FT) SOUTH OF
 FE2821'THE SOUTH CURB OF THE COUNTY ROAD, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 FE2821'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2821
 FE2821                          STATION RECOVERY (2002)
 FE2821
 FE2821'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0036 ***********************************************************************
 FC0036  DESIGNATION -  1460
 FC0036  PID         -  FC0036
 FC0036  STATE/COUNTY-  TN/LOUDON
 FC0036  USGS QUAD   -  LOUDON (1984)
 FC0036
 FC0036                         *CURRENT SURVEY CONTROL
 FC0036  ___________________________________________________________________
 FC0036* NAD 83(1986)-  35 42 20.     (N)    084 22 17.     (W)     SCALED    
 FC0036* NAVD 88     -       273.814  (meters)     898.34   (feet)  ADJUSTED  
 FC0036  ___________________________________________________________________
 FC0036  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0036  DYNAMIC HT  -         273.552 (meters)     897.48  (feet)  COMP
 FC0036  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 FC0036
 FC0036  VERT ORDER  -  FIRST     CLASS I
 FC0036
 FC0036.The horizontal coordinates were scaled from a topographic map and have
 FC0036.an estimated accuracy of +/- 6 seconds.
 FC0036
 FC0036.The orthometric height was determined by differential leveling
 FC0036.and adjusted by the National Geodetic Survey in June 1991..
 FC0036
 FC0036.The geoid height was determined by GEOID03.
 FC0036
 FC0036.The dynamic height is computed by dividing the NAVD 88
 FC0036.geopotential number by the normal gravity value computed on the
 FC0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0036.degrees latitude (g = 980.6199 gals.).
 FC0036
 FC0036.The modeled gravity was interpolated from observed gravity values.
 FC0036
 FC0036;                    North         East    Units  Estimated Accuracy
 FC0036;SPC TN       -   153,470.      747,370.      MT  (+/- 180 meters Scaled)
 FC0036
 FC0036                          SUPERSEDED SURVEY CONTROL
 FC0036
 FC0036  NGVD 29 (??/??/92)  273.904  (m)          898.63   (f) ADJ UNCH    1 1
 FC0036
 FC0036.Superseded values are not recommended for survey control.
 FC0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0036.See file dsdata.txt to determine how the superseded data were derived.
 FC0036
 FC0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE378544(NAD 83)
 FC0036_MARKER: DD = SURVEY DISK
 FC0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0036_STAMPING: 1460
 FC0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0036+STABILITY: SURFACE MOTION
 FC0036
 FC0036  HISTORY     - Date     Condition        Report By
 FC0036  HISTORY     - UNK      MONUMENTED       TNGS
 FC0036  HISTORY     - 1968     GOOD             NGS
 FC0036
 FC0036                          STATION DESCRIPTION
 FC0036
 FC0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0036'2.1 MI NE FROM PHILADELPHIA.
 FC0036'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SUNRISE
 FC0036'MOTEL AT PHILADELPHIA, ABOUT 0.1 MILE NORTHEAST OF THE CENTER
 FC0036'OF THE CROSSING OF A POWER LINE, ABOUT 102 YARDS SOUTHWEST OF THE
 FC0036'CENTER OF THE INTERSECTION OF A GRAVELED ROAD, ON THE INSIDE
 FC0036'AND NEAR THE NORTHEAST END OF A SLIGHT CURVE, ON THE SLOPE
 FC0036'OF A 4-FOOT HIGH CUT BANK, 30 1/2 FEET SOUTHEAST OF THE CENTER LINE
 FC0036'OF THE HIGHWAY, 5 1/2 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET
 FC0036'NORTHWEST OF A FENCE LINE, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 FC0036'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 FC0036'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE MARK IS 3 METERS
 FC0036'LOWER THAN THE PUBLISHED ELEVATION.  THE POST PROBABLY WAS RESET
 FC0036'BY HIGHWAY CREW AFTER WORKING THE NEARBY AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0023 ***********************************************************************
 FC0023  DESIGNATION -  1466
 FC0023  PID         -  FC0023
 FC0023  STATE/COUNTY-  TN/MONROE
 FC0023  USGS QUAD   -  PHILADELPHIA (1974)
 FC0023
 FC0023                         *CURRENT SURVEY CONTROL
 FC0023  ___________________________________________________________________
 FC0023* NAD 83(1986)-  35 38 45.     (N)    084 25 41.     (W)     SCALED    
 FC0023* NAVD 88     -       276.716  (meters)     907.86   (feet)  POSTED    
 FC0023  ___________________________________________________________________
 FC0023  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0023  DYNAMIC HT  -         276.450 (meters)     906.99  (feet)  COMP
 FC0023  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 FC0023
 FC0023  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FC0023
 FC0023.The horizontal coordinates were scaled from a topographic map and have
 FC0023.an estimated accuracy of +/- 6 seconds.
 FC0023
 FC0023.The orthometric height was determined by differential leveling
 FC0023.and adjusted by the National Geodetic Survey in 1992..
 FC0023.No vertical observational check was made to the station.
 FC0023.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FC0023.was located on a no-check spur therefore a value was not computed.
 FC0023
 FC0023.The geoid height was determined by GEOID03.
 FC0023
 FC0023.The dynamic height is computed by dividing the NAVD 88
 FC0023.geopotential number by the normal gravity value computed on the
 FC0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0023.degrees latitude (g = 980.6199 gals.).
 FC0023
 FC0023.The modeled gravity was interpolated from observed gravity values.
 FC0023
 FC0023;                    North         East    Units  Estimated Accuracy
 FC0023;SPC TN       -   146,760.      742,350.      MT  (+/- 180 meters Scaled)
 FC0023
 FC0023                          SUPERSEDED SURVEY CONTROL
 FC0023
 FC0023  NGVD 29 (??/??/92)  276.819  (m)          908.20   (f) ADJ UNCH    1 2
 FC0023
 FC0023.Superseded values are not recommended for survey control.
 FC0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0023.See file dsdata.txt to determine how the superseded data were derived.
 FC0023
 FC0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE328477(NAD 83)
 FC0023_MARKER: DD = SURVEY DISK
 FC0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0023_STAMPING: 1466
 FC0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0023+STABILITY: SURFACE MOTION
 FC0023
 FC0023  HISTORY     - Date     Condition        Report By
 FC0023  HISTORY     - UNK      MONUMENTED       TNGS
 FC0023  HISTORY     - 1949     GOOD             NGS
 FC0023  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0023
 FC0023                          STATION DESCRIPTION
 FC0023
 FC0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0023'2.5 MI SW FROM PHILADELPHIA.
 FC0023'IN MONROE COUNTY, 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0023'FROM THE STATION AT PHILADELPHIA, LOUDON COUNTY, 1,824 FEET
 FC0023'SOUTHWEST OF SIGNAL 1679 A, 100 YARDS SOUTHWEST OF MILEPOST
 FC0023'168, 130 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK AT A
 FC0023'POINT OPPOSITE A CEMETERY, ON U.S. HIGHWAY 11, AT A
 FC0023'POWER-TRANSMISSION LINE CROSSING, 29 FEET NORTHWEST OF THE CENTERLINE
 FC0023'OF THE HIGHWAY, 20 FEET HIGHER THAN THE TRACK, AND ABOUT 1 FOOT
 FC0023'HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 FC0023'1466 AND SET IN THE TOP OF A CONCRETE POST.
 FC0023
 FC0023                          STATION RECOVERY (1968)
 FC0023
 FC0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0046 ***********************************************************************
 EE0046  DESIGNATION -  1467.00
 EE0046  PID         -  EE0046
 EE0046  STATE/COUNTY-  TN/POLK
 EE0046  USGS QUAD   -  EPWORTH (1988)
 EE0046
 EE0046                         *CURRENT SURVEY CONTROL
 EE0046  ___________________________________________________________________
 EE0046* NAD 83(1986)-  34 59 39.     (N)    084 23 10.     (W)     SCALED    
 EE0046* NAVD 88     -       446.961  (meters)    1466.40   (feet)  ADJUSTED  
 EE0046  ___________________________________________________________________
 EE0046  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE0046  DYNAMIC HT  -         446.505 (meters)    1464.91  (feet)  COMP
 EE0046  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 EE0046
 EE0046  VERT ORDER  -  SECOND    CLASS 0
 EE0046
 EE0046.The horizontal coordinates were scaled from a topographic map and have
 EE0046.an estimated accuracy of +/- 6 seconds.
 EE0046
 EE0046.The orthometric height was determined by differential leveling
 EE0046.and adjusted by the National Geodetic Survey in June 1991..
 EE0046
 EE0046.The geoid height was determined by GEOID03.
 EE0046
 EE0046.The dynamic height is computed by dividing the NAVD 88
 EE0046.geopotential number by the normal gravity value computed on the
 EE0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0046.degrees latitude (g = 980.6199 gals.).
 EE0046
 EE0046.The modeled gravity was interpolated from observed gravity values.
 EE0046
 EE0046;                    North         East    Units  Estimated Accuracy
 EE0046;SPC TN       -    74,540.      747,340.      MT  (+/- 180 meters Scaled)
 EE0046
 EE0046                          SUPERSEDED SURVEY CONTROL
 EE0046
 EE0046  NGVD 29 (??/??/92)  446.991  (m)         1466.50   (f) ADJ UNCH    2 0
 EE0046
 EE0046.Superseded values are not recommended for survey control.
 EE0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0046.See file dsdata.txt to determine how the superseded data were derived.
 EE0046
 EE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD385755(NAD 83)
 EE0046_MARKER: DD = SURVEY DISK
 EE0046_SETTING: 66 = SET IN ROCK OUTCROP
 EE0046_SP_SET: ROCKLEDGE
 EE0046_STAMPING: 1467.00
 EE0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0046+STABILITY: POSITION/ELEVATION WELL
 EE0046
 EE0046  HISTORY     - Date     Condition        Report By
 EE0046  HISTORY     - UNK      MONUMENTED       USGS
 EE0046  HISTORY     - 1951     GOOD             NGS
 EE0046
 EE0046                          STATION DESCRIPTION
 EE0046
 EE0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EE0046'0.8 MI NW FROM COPPERHILL.
 EE0046'0.8 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0046'FROM COPPERHILL, POLK COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST
 EE0046'L 381, 0.2 MILE SOUTH OF THE TENNESSEE COPPER CO. PLANT, 250 FEET
 EE0046'WEST OF MOTOR CAR SHED, ABOUT 150 FEET NORTHEAST OF FIRST SWITCH
 EE0046'WEST END OF YARD, 15 FEET NORTH OF NORTH RAIL OF MAIN TRACK, IN
 EE0046'THE TOP OF A ROCK LEDGE, AND 2 FEET HIGHER THAN THE RAIL.  A
 EE0046'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1467.00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2651 ***********************************************************************
 AJ2651  DESIGNATION -  147
 AJ2651  PID         -  AJ2651
 AJ2651  STATE/COUNTY-  TN/SHELBY
 AJ2651  USGS QUAD   -  GERMANTOWN (1997)
 AJ2651
 AJ2651                         *CURRENT SURVEY CONTROL
 AJ2651  ___________________________________________________________________
 AJ2651* NAD 83(1995)-  35 01 12.88682(N)    089 51 09.91368(W)     ADJUSTED  
 AJ2651* NAVD 88     -       112.46   (meters)     369.0    (feet)  LEVELING  
 AJ2651  ___________________________________________________________________
 AJ2651  X           -      13,438.688 (meters)                     COMP
 AJ2651  Y           -  -5,229,190.514 (meters)                     COMP
 AJ2651  Z           -   3,639,755.388 (meters)                     COMP
 AJ2651  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AJ2651  ELLIP HEIGHT-          84.99  (meters)          (04/26/01) GPS OBS
 AJ2651  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AJ2651
 AJ2651  HORZ ORDER  -  FIRST
 AJ2651  VERT ORDER  -  THIRD ?
 AJ2651  ELLP ORDER  -  FOURTH    CLASS I
 AJ2651
 AJ2651.The horizontal coordinates were established by GPS observations
 AJ2651.and adjusted by the National Geodetic Survey in April 2001..
 AJ2651
 AJ2651.The orthometric height was determined by differential leveling.
 AJ2651.The vertical network tie was performed by a horz. field party for horz.
 AJ2651.obs reductions. Reset procedures were used to establish the elevation.
 AJ2651
 AJ2651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2651
 AJ2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2651
 AJ2651.The ellipsoidal height was determined by GPS observations
 AJ2651.and is referenced to NAD 83.
 AJ2651
 AJ2651.The geoid height was determined by GEOID03.
 AJ2651
 AJ2651;                    North         East     Units Scale Factor Converg.
 AJ2651;SPC TN       -    83,135.000   248,449.581   MT  1.00004849   -2 15 20.0
 AJ2651;SPC TN       -   272,752.08    815,121.67   sFT  1.00004849   -2 15 20.0
 AJ2651;UTM  16      - 3,879,008.747   239,708.623   MT  1.00043509   -1 38 16.9
 AJ2651
 AJ2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2651!SPC TN       -   0.99998666  x   1.00004849  =   1.00003515
 AJ2651!UTM  16      -   0.99998666  x   1.00043509  =   1.00042174
 AJ2651
 AJ2651                          SUPERSEDED SURVEY CONTROL
 AJ2651
 AJ2651.No superseded survey control is available for this station.
 AJ2651
 AJ2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3970979009(NAD 83)
 AJ2651_MARKER: DD = SURVEY DISK
 AJ2651_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2651+WITH SETTING: INFORMATION.
 AJ2651_STAMPING: 147
 AJ2651_MARK LOGO: MLGW  
 AJ2651_PROJECTION: FLUSH
 AJ2651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2651+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2651_ROD/PIPE-DEPTH:  0.8 meters
 AJ2651
 AJ2651  HISTORY     - Date     Condition        Report By
 AJ2651  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2651
 AJ2651                          STATION DESCRIPTION
 AJ2651
 AJ2651'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2651'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY IN THE HICKORY HILL
 AJ2651'COMMUNITY.
 AJ2651'TO REACH THE STATION FROM THE INTERSECTION OF HICKORY HILL ROAD AND
 AJ2651'SHELBY DRIVE, PROCEED EAST ON SHELBY DRIVE APPROXIMATELY 0.40 MILE
 AJ2651'(0.64 KM) TO SOUTHRIDGE BLVD.  THE STATION IS ON THE RIGHT.
 AJ2651'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2651'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2651'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE SOUTHWEST CORNER
 AJ2651'OF SHELBY DRIVE AND SOUTHRIDGE BLVD., 237.00 FEET (72.24 M) EAST OF
 AJ2651'THE CENTERLINE PROJECTION OF SANDY PARK DRIVE, 87.00 FEET (26.52 M)
 AJ2651'WEST OF THE CENTERLINE OF SOUTHRIDGE BLVD., 3.40 FEET (1.04 M) WEST OF
 AJ2651'A CURB INLET, 1.90 FEET (0.58 M) SOUTH OF THE SOUTH CURBLINE OF SHELBY
 AJ2651'DRIVE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0752 ***********************************************************************
 GA0752  DESIGNATION -  1470
 GA0752  PID         -  GA0752
 GA0752  STATE/COUNTY-  TN/GREENE
 GA0752  USGS QUAD   -  CHUCKEY (1971)
 GA0752
 GA0752                         *CURRENT SURVEY CONTROL
 GA0752  ___________________________________________________________________
 GA0752* NAD 83(1986)-  36 11 37.     (N)    082 44 15.     (W)     SCALED    
 GA0752* NAVD 88     -       447.565  (meters)    1468.39   (feet)  ADJUSTED  
 GA0752  ___________________________________________________________________
 GA0752  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0752  DYNAMIC HT  -         447.139 (meters)    1466.99  (feet)  COMP
 GA0752  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 GA0752
 GA0752  VERT ORDER  -  SECOND    CLASS 0
 GA0752
 GA0752.The horizontal coordinates were scaled from a topographic map and have
 GA0752.an estimated accuracy of +/- 6 seconds.
 GA0752
 GA0752.The orthometric height was determined by differential leveling
 GA0752.and adjusted by the National Geodetic Survey in June 1991..
 GA0752
 GA0752.The geoid height was determined by GEOID03.
 GA0752
 GA0752.The dynamic height is computed by dividing the NAVD 88
 GA0752.geopotential number by the normal gravity value computed on the
 GA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0752.degrees latitude (g = 980.6199 gals.).
 GA0752
 GA0752.The modeled gravity was interpolated from observed gravity values.
 GA0752
 GA0752;                    North         East    Units  Estimated Accuracy
 GA0752;SPC TN       -   211,290.      893,380.      MT  (+/- 180 meters Scaled)
 GA0752
 GA0752                          SUPERSEDED SURVEY CONTROL
 GA0752
 GA0752  NGVD 29 (??/??/92)  447.695  (m)         1468.81   (f) ADJ UNCH    2 0
 GA0752
 GA0752.Superseded values are not recommended for survey control.
 GA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0752.See file dsdata.txt to determine how the superseded data were derived.
 GA0752
 GA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA437068(NAD 83)
 GA0752_MARKER: DD = SURVEY DISK
 GA0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0752_SP_SET: BUILDING
 GA0752_STAMPING: 1470
 GA0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0752
 GA0752  HISTORY     - Date     Condition        Report By
 GA0752  HISTORY     - UNK      MONUMENTED       USGS
 GA0752  HISTORY     - 1934     GOOD             NGS
 GA0752  HISTORY     - 1955     POOR             TVA
 GA0752
 GA0752                          STATION DESCRIPTION
 GA0752
 GA0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0752'6.1 MI E FROM GREENEVILLE.
 GA0752'6.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM GREENEVILLE, GREENE
 GA0752'COUNTY, AT AFTON, IN THE BRICK FOUNDATION OF THE POST OFFICE,
 GA0752'1 FOOT NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 4
 GA0752'FEET ABOVE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 GA0752'STAMPED 1470 AND SET VERTICALLY.  NOTE-- ONLY THE SHANK OF CAP
 GA0752'IS IMBEDDED IN BRICK FOUNDATION AND THERE IS SIGN OF REPAIRS ON
 GA0752'FOUNDATION.  CAP SHOULD BE RESET AND LEVELED THROUGH AGAIN
 GA0752'BEFORE BEING USED.  NO POST SET.
 GA0752
 GA0752                          STATION RECOVERY (1955)
 GA0752
 GA0752'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0752'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0013 ***********************************************************************
 FC0013  DESIGNATION -  1471
 FC0013  PID         -  FC0013
 FC0013  STATE/COUNTY-  TN/MONROE
 FC0013  USGS QUAD   -  SWEETWATER (1989)
 FC0013
 FC0013                         *CURRENT SURVEY CONTROL
 FC0013  ___________________________________________________________________
 FC0013* NAD 83(1986)-  35 36 22.     (N)    084 27 29.     (W)     SCALED    
 FC0013* NAVD 88     -       279.658  (meters)     917.51   (feet)  ADJUSTED  
 FC0013  ___________________________________________________________________
 FC0013  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0013  DYNAMIC HT  -         279.387 (meters)     916.62  (feet)  COMP
 FC0013  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 FC0013
 FC0013  VERT ORDER  -  FIRST     CLASS I
 FC0013
 FC0013.The horizontal coordinates were scaled from a topographic map and have
 FC0013.an estimated accuracy of +/- 6 seconds.
 FC0013
 FC0013.The orthometric height was determined by differential leveling
 FC0013.and adjusted by the National Geodetic Survey in June 1991..
 FC0013
 FC0013.The geoid height was determined by GEOID03.
 FC0013
 FC0013.The dynamic height is computed by dividing the NAVD 88
 FC0013.geopotential number by the normal gravity value computed on the
 FC0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0013.degrees latitude (g = 980.6199 gals.).
 FC0013
 FC0013.The modeled gravity was interpolated from observed gravity values.
 FC0013
 FC0013;                    North         East    Units  Estimated Accuracy
 FC0013;SPC TN       -   142,310.      739,700.      MT  (+/- 180 meters Scaled)
 FC0013
 FC0013                          SUPERSEDED SURVEY CONTROL
 FC0013
 FC0013  NGVD 29 (??/??/92)  279.733  (m)          917.76   (f) ADJ UNCH    1 1
 FC0013
 FC0013.Superseded values are not recommended for survey control.
 FC0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0013.See file dsdata.txt to determine how the superseded data were derived.
 FC0013
 FC0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE302432(NAD 83)
 FC0013_MARKER: DD = SURVEY DISK
 FC0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0013_STAMPING: 1471
 FC0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0013+STABILITY: SURFACE MOTION
 FC0013
 FC0013  HISTORY     - Date     Condition        Report By
 FC0013  HISTORY     - UNK      MONUMENTED       TNGS
 FC0013  HISTORY     - 1968     GOOD             NGS
 FC0013
 FC0013                          STATION DESCRIPTION
 FC0013
 FC0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0013'AT SWEETWATER.
 FC0013'AT SWEETWATER, ABOUT 0.5 MILE NORTHEAST ALONG THE SOUTHERN
 FC0013'RAILWAY FROM THE STATION, ABOUT 160 YARDS NORTH OF THE APPROXIMATE
 FC0013'CENTER OF A BRIDGE OVER SWEETWATER CREEK, ON TOP OF AN 8-FOOT
 FC0013'HIGH BANK, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 FC0013'NORTH AND SOUTHWEST, 99 FEET NORTHWEST OF THE SOUTHWEST CORNER
 FC0013'OF A CHAIN LINK FENCE AROUND A LARGE METAL BUILDING, 23.4 FEET
 FC0013'EAST OF THE EAST RAIL, 5 1/2 FEET NORTH OF A TELEGRAPH POLE,
 FC0013'ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 FC0013'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0012 ***********************************************************************
 FC0012  DESIGNATION -  1472
 FC0012  PID         -  FC0012
 FC0012  STATE/COUNTY-  TN/MONROE
 FC0012  USGS QUAD   -  SWEETWATER (1989)
 FC0012
 FC0012                         *CURRENT SURVEY CONTROL
 FC0012  ___________________________________________________________________
 FC0012* NAD 83(1986)-  35 36 06.     (N)    084 27 36.     (W)     SCALED    
 FC0012* NAVD 88     -       276.812  (meters)     908.17   (feet)  ADJUSTED  
 FC0012  ___________________________________________________________________
 FC0012  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0012  DYNAMIC HT  -         276.544 (meters)     907.29  (feet)  COMP
 FC0012  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 FC0012
 FC0012  VERT ORDER  -  FIRST     CLASS I
 FC0012
 FC0012.The horizontal coordinates were scaled from a topographic map and have
 FC0012.an estimated accuracy of +/- 6 seconds.
 FC0012
 FC0012.The orthometric height was determined by differential leveling
 FC0012.and adjusted by the National Geodetic Survey in June 1991..
 FC0012
 FC0012.The geoid height was determined by GEOID03.
 FC0012
 FC0012.The dynamic height is computed by dividing the NAVD 88
 FC0012.geopotential number by the normal gravity value computed on the
 FC0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0012.degrees latitude (g = 980.6199 gals.).
 FC0012
 FC0012.The modeled gravity was interpolated from observed gravity values.
 FC0012
 FC0012;                    North         East    Units  Estimated Accuracy
 FC0012;SPC TN       -   141,820.      739,540.      MT  (+/- 180 meters Scaled)
 FC0012
 FC0012                          SUPERSEDED SURVEY CONTROL
 FC0012
 FC0012  NGVD 29 (??/??/92)  276.886  (m)          908.42   (f) ADJ UNCH    1 1
 FC0012
 FC0012.Superseded values are not recommended for survey control.
 FC0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0012.See file dsdata.txt to determine how the superseded data were derived.
 FC0012
 FC0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE300427(NAD 83)
 FC0012_MARKER: DD = SURVEY DISK
 FC0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0012_STAMPING: 1472
 FC0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0012+STABILITY: SURFACE MOTION
 FC0012
 FC0012  HISTORY     - Date     Condition        Report By
 FC0012  HISTORY     - UNK      MONUMENTED       TNGS
 FC0012  HISTORY     - 1968     GOOD             NGS
 FC0012
 FC0012                          STATION DESCRIPTION
 FC0012
 FC0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0012'AT SWEETWATER.
 FC0012'AT SWEETWATER, ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN
 FC0012'RAILWAY FROM THE STATION, ABOUT 0.15 MILE NORTHEAST OF MILEPOST
 FC0012'172, ABOUT 10 RAILS NORTHEAST OF THE CROSSING OF NORTH STREET,
 FC0012'65.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 27.2
 FC0012'FEET SOUTHEAST OF THE SOUTH CORNER OF A 3-FOOT HIGH CONCRETE WALL
 FC0012'THAT IS ALONG THE NORTHWEST SIDE OF THE STORAGE FLOOR OF THE ALBERT
 FC0012'WOOD CONCRETE COMPANY, 2.3 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 FC0012'OF THE CONCRETE FLOOR OF THE STORAGE AREA, 1.2 FEET NORTHWEST
 FC0012'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 FC0012'TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FC0012'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0870 ***********************************************************************
 FC0870  DESIGNATION -  1474
 FC0870  PID         -  FC0870
 FC0870  STATE/COUNTY-  TN/MCMINN
 FC0870  USGS QUAD   -  NIOTA (1990)
 FC0870
 FC0870                         *CURRENT SURVEY CONTROL
 FC0870  ___________________________________________________________________
 FC0870* NAD 83(1986)-  35 32 41.     (N)    084 31 08.     (W)     SCALED    
 FC0870* NAVD 88     -       296.431  (meters)     972.54   (feet)  ADJUSTED  
 FC0870  ___________________________________________________________________
 FC0870  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC0870  DYNAMIC HT  -         296.142 (meters)     971.59  (feet)  COMP
 FC0870  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 FC0870
 FC0870  VERT ORDER  -  FIRST     CLASS II
 FC0870
 FC0870.The horizontal coordinates were scaled from a topographic map and have
 FC0870.an estimated accuracy of +/- 6 seconds.
 FC0870
 FC0870.The orthometric height was determined by differential leveling
 FC0870.and adjusted by the National Geodetic Survey in June 1991..
 FC0870
 FC0870.The geoid height was determined by GEOID03.
 FC0870
 FC0870.The dynamic height is computed by dividing the NAVD 88
 FC0870.geopotential number by the normal gravity value computed on the
 FC0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0870.degrees latitude (g = 980.6199 gals.).
 FC0870
 FC0870.The modeled gravity was interpolated from observed gravity values.
 FC0870
 FC0870;                    North         East    Units  Estimated Accuracy
 FC0870;SPC TN       -   135,420.      734,300.      MT  (+/- 180 meters Scaled)
 FC0870
 FC0870                          SUPERSEDED SURVEY CONTROL
 FC0870
 FC0870  NGVD 29 (??/??/92)  296.494  (m)          972.75   (f) ADJ UNCH    1 2
 FC0870
 FC0870.Superseded values are not recommended for survey control.
 FC0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0870.See file dsdata.txt to determine how the superseded data were derived.
 FC0870
 FC0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE249362(NAD 83)
 FC0870_MARKER: DD = SURVEY DISK
 FC0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0870_STAMPING: 1474
 FC0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0870+STABILITY: SURFACE MOTION
 FC0870
 FC0870  HISTORY     - Date     Condition        Report By
 FC0870  HISTORY     - UNK      MONUMENTED       TNGS
 FC0870  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0870  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0870
 FC0870                          STATION DESCRIPTION
 FC0870
 FC0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0870'2.6 MI NE FROM NIOTA.
 FC0870'2.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THAT STATION
 FC0870'AT NIOTA, MC MINN COUNTY, ON U.S. HIGHWAY 11, 460 FEET SOUTHWEST
 FC0870'OF RAILROAD SIGNAL 1768 A, 150 FEET WEST OF THE CENTERLINE OF THE
 FC0870'TRACK, 48 YARDS NORTHWEST OF A CONSPICUOUS 36-INCH OAK TREE,
 FC0870'26 YARDS WEST OF A 666 SIGN AND A RIGHT-OF-WAY MARKER, OPPOSITE
 FC0870'POLE 1348, AND 13 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FC0870'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1474 AND SET IN
 FC0870'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FC0870
 FC0870                          STATION RECOVERY (1968)
 FC0870
 FC0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0499 ***********************************************************************
 GA0499  DESIGNATION -  1480
 GA0499  PID         -  GA0499
 GA0499  STATE/COUNTY-  TN/SULLIVAN
 GA0499  USGS QUAD   -  KEENBURG (1960)
 GA0499
 GA0499                         *CURRENT SURVEY CONTROL
 GA0499  ___________________________________________________________________
 GA0499* NAD 83(1986)-  36 28 47.     (N)    082 11 19.     (W)     SCALED    
 GA0499* NAVD 88     -       450.890  (meters)    1479.29   (feet)  ADJUSTED  
 GA0499  ___________________________________________________________________
 GA0499  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0499  DYNAMIC HT  -         450.474 (meters)    1477.93  (feet)  COMP
 GA0499  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 GA0499
 GA0499  VERT ORDER  -  SECOND    CLASS 0
 GA0499
 GA0499.The horizontal coordinates were scaled from a topographic map and have
 GA0499.an estimated accuracy of +/- 6 seconds.
 GA0499
 GA0499.The orthometric height was determined by differential leveling
 GA0499.and adjusted by the National Geodetic Survey in June 1991..
 GA0499
 GA0499.The geoid height was determined by GEOID03.
 GA0499
 GA0499.The dynamic height is computed by dividing the NAVD 88
 GA0499.geopotential number by the normal gravity value computed on the
 GA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0499.degrees latitude (g = 980.6199 gals.).
 GA0499
 GA0499.The modeled gravity was interpolated from observed gravity values.
 GA0499
 GA0499;                    North         East    Units  Estimated Accuracy
 GA0499;SPC TN       -   244,800.      941,470.      MT  (+/- 180 meters Scaled)
 GA0499
 GA0499                          SUPERSEDED SURVEY CONTROL
 GA0499
 GA0499  NGVD 29 (??/??/92)  451.028  (m)         1479.75   (f) ADJ UNCH    2 0
 GA0499
 GA0499.Superseded values are not recommended for survey control.
 GA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0499.See file dsdata.txt to determine how the superseded data were derived.
 GA0499
 GA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA935378(NAD 83)
 GA0499_MARKER: DD = SURVEY DISK
 GA0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0499_SP_SET: LEDGE
 GA0499_STAMPING: 1480 ASH
 GA0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0499
 GA0499  HISTORY     - Date     Condition        Report By
 GA0499  HISTORY     - UNK      MONUMENTED       USGS
 GA0499  HISTORY     - 1960     POOR             TVA
 GA0499
 GA0499                          STATION DESCRIPTION
 GA0499
 GA0499'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0499'AT CEDAR GROVE.
 GA0499'AT CEDAR GROVE, SULLIVAN COUNTY, 95 YARDS WEST OF THE CROSSROADS,
 GA0499'AT THE ED MILLER RESIDENCE, 10 YARDS NORTHEAST OF THE NORTHEAST
 GA0499'CORNER OF THE HOUSE, 7 YARDS NORTH OF THE CENTERLINE OF A WALK
 GA0499'LEADING TO THE FRONT DOOR, 7 YARDS WEST OF THE CENTERLINE
 GA0499'OF THE ROAD, IN THE TOP OF A LEDGE AND 3 FEET HIGHER THAN THE
 GA0499'WALK, 83 FEET NORTH OF NORTHWEST CORNER OF BRIDGE OVER OPPOSSUM
 GA0499'CREEK, 15 FEET WEST OF CENTERLINE OF BLACKTOP ROAD NORTH, AND 4
 GA0499'FEET BELOW ROAD SURFACE.  A UNITED STATES GEOLOGICAL SURVEY
 GA0499'STANDARD DISK, STAMPED 1480 ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0529 ***********************************************************************
 FC0529  DESIGNATION -  1481
 FC0529  PID         -  FC0529
 FC0529  STATE/COUNTY-  TN/MCMINN
 FC0529  USGS QUAD   -  ATHENS (1990)
 FC0529
 FC0529                         *CURRENT SURVEY CONTROL
 FC0529  ___________________________________________________________________
 FC0529* NAD 83(1986)-  35 29 49.     (N)    084 34 08.     (W)     SCALED    
 FC0529* NAVD 88     -       283.331  (meters)     929.56   (feet)  ADJUSTED  
 FC0529  ___________________________________________________________________
 FC0529  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0529  DYNAMIC HT  -         283.054 (meters)     928.65  (feet)  COMP
 FC0529  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 FC0529
 FC0529  VERT ORDER  -  FIRST     CLASS I
 FC0529
 FC0529.The horizontal coordinates were scaled from a topographic map and have
 FC0529.an estimated accuracy of +/- 6 seconds.
 FC0529
 FC0529.The orthometric height was determined by differential leveling
 FC0529.and adjusted by the National Geodetic Survey in June 1991..
 FC0529
 FC0529.The geoid height was determined by GEOID03.
 FC0529
 FC0529.The dynamic height is computed by dividing the NAVD 88
 FC0529.geopotential number by the normal gravity value computed on the
 FC0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0529.degrees latitude (g = 980.6199 gals.).
 FC0529
 FC0529.The modeled gravity was interpolated from observed gravity values.
 FC0529
 FC0529;                    North         East    Units  Estimated Accuracy
 FC0529;SPC TN       -   130,050.      729,840.      MT  (+/- 180 meters Scaled)
 FC0529
 FC0529                          SUPERSEDED SURVEY CONTROL
 FC0529
 FC0529  NGVD 29 (??/??/92)  283.389  (m)          929.75   (f) ADJ UNCH    1 1
 FC0529
 FC0529.Superseded values are not recommended for survey control.
 FC0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0529.See file dsdata.txt to determine how the superseded data were derived.
 FC0529
 FC0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE205308(NAD 83)
 FC0529_MARKER: DS = TRIANGULATION STATION DISK
 FC0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0529_STAMPING: 1481
 FC0529_MARK LOGO: TNGS  
 FC0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0529+STABILITY: SURFACE MOTION
 FC0529
 FC0529  HISTORY     - Date     Condition        Report By
 FC0529  HISTORY     - UNK      MONUMENTED       TNGS
 FC0529  HISTORY     - 1968     GOOD             NGS
 FC0529
 FC0529                          STATION DESCRIPTION
 FC0529
 FC0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0529'1.7 MI SW FROM NIOTA.
 FC0529'ABOUT 1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0529'CORNER OF A LARGE CEMETERY AT NIOTA, ALSO ABOUT 4.45 MILES
 FC0529'NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE INTERSECTION OF STATE
 FC0529'HIGHWAY 30 AT ATHENS, ABOUT 0.55 MILE NORTHEAST OF THE JUNCTION OF
 FC0529'BUSINESS ROUTE U.S. HIGHWAY 11, ON THE OUTSIDE OF A LONG CURVE
 FC0529'WITH TANGENTS NORTH AND SOUTHWEST, ON THE TOP OF A 5-FOOT CUT, 30
 FC0529'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET
 FC0529'SOUTH OF TELEPHONE CABLE POLE 1511, 1.1 FEET NORTHWEST OF A
 FC0529'FENCE LINE, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 FC0529'5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FC0529'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2652 ***********************************************************************
 AJ2652  DESIGNATION -  149
 AJ2652  PID         -  AJ2652
 AJ2652  STATE/COUNTY-  TN/SHELBY
 AJ2652  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2652
 AJ2652                         *CURRENT SURVEY CONTROL
 AJ2652  ___________________________________________________________________
 AJ2652* NAD 83(1995)-  35 01 14.68380(N)    089 55 28.55589(W)     ADJUSTED  
 AJ2652* NAVD 88     -       101.31   (meters)     332.4    (feet)  LEVELING  
 AJ2652  ___________________________________________________________________
 AJ2652  X           -       6,881.572 (meters)                     COMP
 AJ2652  Y           -  -5,229,162.368 (meters)                     COMP
 AJ2652  Z           -   3,639,794.358 (meters)                     COMP
 AJ2652  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ2652  ELLIP HEIGHT-          73.87  (meters)          (04/26/01) GPS OBS
 AJ2652  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ2652
 AJ2652  HORZ ORDER  -  FIRST
 AJ2652  VERT ORDER  -  THIRD ?
 AJ2652  ELLP ORDER  -  FOURTH    CLASS I
 AJ2652
 AJ2652.The horizontal coordinates were established by GPS observations
 AJ2652.and adjusted by the National Geodetic Survey in April 2001..
 AJ2652
 AJ2652.The orthometric height was determined by differential leveling.
 AJ2652.The vertical network tie was performed by a horz. field party for horz.
 AJ2652.obs reductions. Reset procedures were used to establish the elevation.
 AJ2652
 AJ2652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2652
 AJ2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2652
 AJ2652.The ellipsoidal height was determined by GPS observations
 AJ2652.and is referenced to NAD 83.
 AJ2652
 AJ2652.The geoid height was determined by GEOID03.
 AJ2652
 AJ2652;                    North         East     Units Scale Factor Converg.
 AJ2652;SPC TN       -    83,450.815   241,899.671   MT  1.00004836   -2 17 51.4
 AJ2652;SPC TN       -   273,788.22    793,632.50   sFT  1.00004836   -2 17 51.4
 AJ2652;UTM  16      - 3,879,254.006   233,153.015   MT  1.00047769   -1 40 45.6
 AJ2652;UTM  15      - 3,879,667.967   780,610.957   MT  1.00057058   +1 45 57.8
 AJ2652
 AJ2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2652!SPC TN       -   0.99998841  x   1.00004836  =   1.00003676
 AJ2652!UTM  16      -   0.99998841  x   1.00047769  =   1.00046609
 AJ2652!UTM  15      -   0.99998841  x   1.00057058  =   1.00055898
 AJ2652
 AJ2652                          SUPERSEDED SURVEY CONTROL
 AJ2652
 AJ2652.No superseded survey control is available for this station.
 AJ2652
 AJ2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3315379254(NAD 83)
 AJ2652_MARKER: DD = SURVEY DISK
 AJ2652_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2652+WITH SETTING: INFORMATION.
 AJ2652_STAMPING: 149
 AJ2652_MARK LOGO: MLGW  
 AJ2652_PROJECTION: FLUSH
 AJ2652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2652+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2652_ROD/PIPE-DEPTH:  0.8 meters
 AJ2652
 AJ2652  HISTORY     - Date     Condition        Report By
 AJ2652  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2652
 AJ2652                          STATION DESCRIPTION
 AJ2652
 AJ2652'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2652'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPORXOMATELY 1.00
 AJ2652'MILE (1.61 KM) WEST OF THE CAPLEVILLE COMMUNITY.
 AJ2652'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE AND GETWELL
 AJ2652'ROAD, PROCEED EAST ON SHELBY DRIVE APPROXIMATELY 0.50 MILES (0.80 KM)
 AJ2652'TO DAMASCUS ROAD.  THE STATION IS ON THE LEFT.
 AJ2652'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2652'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2652'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHEAST CORNER
 AJ2652'OF SHELBY DRIVE AND DAMASCUS ROAD AT THE BACK OF THE CURB ON SHELBY
 AJ2652'DRIVE, 62.00 FEET (18.90 M) WEST OF A WOOD POWER POLE NO. 43948, 60.00
 AJ2652'FEET (18.29 M) EAST OF THE CENTERLINE OF DAMASCUS ROAD, 16.60 FEET
 AJ2652'(5.06 M) WEST OF A WOOD POWER POLE NO.  96588, 5.50 FEET (1.68 M) WEST
 AJ2652'OF THE WEST END OF A 6-72 CURB INLET.  THE CAP AND CONCRETE ARE SET
 AJ2652'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2563 ***********************************************************************
 AJ2563  DESIGNATION -  15
 AJ2563  PID         -  AJ2563
 AJ2563  STATE/COUNTY-  TN/SHELBY
 AJ2563  USGS QUAD   -  BRUNSWICK (1993)
 AJ2563
 AJ2563                         *CURRENT SURVEY CONTROL
 AJ2563  ___________________________________________________________________
 AJ2563* NAD 83(1995)-  35 21 40.66018(N)    089 45 42.58134(W)     ADJUSTED  
 AJ2563* NAVD 88     -        98.4    (meters)     323.     (feet)  GPS OBS   
 AJ2563  ___________________________________________________________________
 AJ2563  X           -      21,646.451 (meters)                     COMP
 AJ2563  Y           -  -5,207,345.615 (meters)                     COMP
 AJ2563  Z           -   3,670,669.804 (meters)                     COMP
 AJ2563  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AJ2563  ELLIP HEIGHT-          71.17  (meters)          (04/26/01) GPS OBS
 AJ2563  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ2563
 AJ2563  HORZ ORDER  -  FIRST
 AJ2563  ELLP ORDER  -  FOURTH    CLASS I
 AJ2563
 AJ2563.The horizontal coordinates were established by GPS observations
 AJ2563.and adjusted by the National Geodetic Survey in April 2001..
 AJ2563
 AJ2563.The orthometric height was determined by GPS observations and a
 AJ2563.high-resolution geoid model.
 AJ2563
 AJ2563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2563
 AJ2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2563
 AJ2563.The ellipsoidal height was determined by GPS observations
 AJ2563.and is referenced to NAD 83.
 AJ2563
 AJ2563.The geoid height was determined by GEOID03.
 AJ2563
 AJ2563;                    North         East     Units Scale Factor Converg.
 AJ2563;SPC TN       -   120,622.033   258,196.137   MT  0.99998222   -2 12 08.4
 AJ2563;SPC TN       -   395,740.79    847,098.49   sFT  0.99998222   -2 12 08.4
 AJ2563;UTM  16      - 3,916,612.233   249,059.031   MT  1.00037611   -1 35 57.1
 AJ2563
 AJ2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2563!SPC TN       -   0.99998883  x   0.99998222  =   0.99997105
 AJ2563!UTM  16      -   0.99998883  x   1.00037611  =   1.00036494
 AJ2563
 AJ2563                          SUPERSEDED SURVEY CONTROL
 AJ2563
 AJ2563.No superseded survey control is available for this station.
 AJ2563
 AJ2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4905916612(NAD 83)
 AJ2563_MARKER: DD = SURVEY DISK
 AJ2563_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2563+WITH SETTING: INFORMATION.
 AJ2563_STAMPING: 015
 AJ2563_MARK LOGO: MLGW  
 AJ2563_PROJECTION: FLUSH
 AJ2563_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2563+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2563_ROD/PIPE-DEPTH:  0.8 meters
 AJ2563
 AJ2563  HISTORY     - Date     Condition        Report By
 AJ2563  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2563
 AJ2563                          STATION DESCRIPTION
 AJ2563
 AJ2563'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2563'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY IN THE ROSEMARK
 AJ2563'COMMUNITY.
 AJ2563'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY
 AJ2563'(HWY-14) AND KERRVILLE-ROSEMARK ROAD, PROCEED EAST ON
 AJ2563'KERRVILLE-ROSEMARK ROAD APPROXIMATELY 0.45 MILE (0.72 KM) TO ADDRESS
 AJ2563'9037 KERRVILLE-ROSEMARK ROAD.  THE STATION IS ON THE RIGHT.
 AJ2563'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2563'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2563'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 125.00 FEET (38.10 M)
 AJ2563'WEST OF A WOOD POWER POLE NO.  28128, 90.00 FEET (27.43 M) WEST OF THE
 AJ2563'CENTERLINE OF A ASPHALT DRIVEWAY TO CHURCH AT ADDRESS 9037
 AJ2563'KERRVILLE-ROSEMARK ROAD, 21.50 FEET (6.55 M) SOUTH OF THE CENTERLINE
 AJ2563'OF KERRVILLE-ROSEMARK ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2563'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0309 ***********************************************************************
 FE0309  DESIGNATION -  15 1
 FE0309  PID         -  FE0309
 FE0309  STATE/COUNTY-  TN/HARDIN
 FE0309  USGS QUAD   -  SAVANNAH (1991)
 FE0309
 FE0309                         *CURRENT SURVEY CONTROL
 FE0309  ___________________________________________________________________
 FE0309* NAD 83(1995)-  35 13 38.86714(N)    088 13 52.16557(W)     ADJUSTED  
 FE0309* NAVD 88     -       134.628  (meters)     441.69   (feet)  ADJUSTED  
 FE0309  ___________________________________________________________________
 FE0309  X           -     161,003.431 (meters)                     COMP
 FE0309  Y           -  -5,213,513.426 (meters)                     COMP
 FE0309  Z           -   3,658,571.469 (meters)                     COMP
 FE0309  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FE0309  ELLIP HEIGHT-         107.05  (meters)          (02/20/01) GPS OBS
 FE0309  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0309  DYNAMIC HT  -         134.507 (meters)     441.30  (feet)  COMP
 FE0309  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE0309
 FE0309  HORZ ORDER  -  FIRST
 FE0309  VERT ORDER  -  SECOND    CLASS 0
 FE0309  ELLP ORDER  -  SECOND    CLASS I
 FE0309
 FE0309.The horizontal coordinates were established by GPS observations
 FE0309.and adjusted by the National Geodetic Survey in February 2001..
 FE0309
 FE0309.The orthometric height was determined by differential leveling
 FE0309.and adjusted by the National Geodetic Survey in June 1991..
 FE0309
 FE0309.Photographs are available for this station.
 FE0309
 FE0309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0309
 FE0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0309
 FE0309.The ellipsoidal height was determined by GPS observations
 FE0309.and is referenced to NAD 83.
 FE0309
 FE0309.The geoid height was determined by GEOID03.
 FE0309
 FE0309.The dynamic height is computed by dividing the NAVD 88
 FE0309.geopotential number by the normal gravity value computed on the
 FE0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0309.degrees latitude (g = 980.6199 gals.).
 FE0309
 FE0309.The modeled gravity was interpolated from observed gravity values.
 FE0309
 FE0309;                    North         East     Units Scale Factor Converg.
 FE0309;SPC TN       -   101,519.340   396,903.767   MT  1.00000405   -1 18 22.3
 FE0309;SPC TN       -   333,068.03  1,302,175.11   sFT  1.00000405   -1 18 22.3
 FE0309;UTM  16      - 3,898,962.719   387,963.746   MT  0.99975469   -0 42 36.8
 FE0309
 FE0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0309!SPC TN       -   0.99998320  x   1.00000405  =   0.99998725
 FE0309!UTM  16      -   0.99998320  x   0.99975469  =   0.99973789
 FE0309
 FE0309                          SUPERSEDED SURVEY CONTROL
 FE0309
 FE0309  NAVD 88 (02/20/01)  134.63   (m)          441.7    (f) LEVELING    3  
 FE0309  NGVD 29 (??/??/??)  134.645  (m)          441.75   (f) ADJUSTED    2 0
 FE0309
 FE0309.Superseded values are not recommended for survey control.
 FE0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0309.See file dsdata.txt to determine how the superseded data were derived.
 FE0309
 FE0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8796498963(NAD 83)
 FE0309_MARKER: DD = SURVEY DISK
 FE0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0309_STAMPING: 15-1 1962
 FE0309_MARK LOGO: TNHD  
 FE0309_PROJECTION: FLUSH
 FE0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0309+STABILITY: SURFACE MOTION
 FE0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0309+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE0309
 FE0309  HISTORY     - Date     Condition        Report By
 FE0309  HISTORY     - 1962     MONUMENTED       TNHD
 FE0309  HISTORY     - 1972     GOOD             TVA
 FE0309  HISTORY     - 1999     GOOD             LOWE
 FE0309
 FE0309                          STATION DESCRIPTION
 FE0309
 FE0309'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0309'1 MI E FROM SAVANNAH.
 FE0309'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH GO EAST ON U.S.
 FE0309'HIGHWAY 64 FOR 1.07 MILES TO THE HARDIN COUNTY GENERAL HOSPITAL
 FE0309'ON THE LEFT.  THE MARK IS LOCATED 23 FEET EAST OF THE EMERGENCY
 FE0309'ENTRANCE TO THE HOSPITAL, 28 FEET WEST OF THE ENTRANCE DRIVE
 FE0309'TO THE HOSPITAL, 77 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64
 FE0309'AND IN THE SOUTHWEST CORNER OF THE HOSPITAL GROUNDS.  THE MARK IS
 FE0309'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FE0309'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FE0309
 FE0309                          STATION RECOVERY (1972)
 FE0309
 FE0309'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0309'RECOVERED IN GOOD CONDITION.
 FE0309
 FE0309                          STATION RECOVERY (1999)
 FE0309
 FE0309'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0309'RECOVERED 1999
 FE0309'RECOVERED IN GOOD CONDITION.
 FE0309' 
 FE0309'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0961 ***********************************************************************
 FD0961  DESIGNATION -  15 10
 FD0961  PID         -  FD0961
 FD0961  STATE/COUNTY-  TN/WAYNE
 FD0961  USGS QUAD   -  EAGLE CREEK (1972)
 FD0961
 FD0961                         *CURRENT SURVEY CONTROL
 FD0961  ___________________________________________________________________
 FD0961* NAD 83(1986)-  35 18 29.     (N)    087 57 08.     (W)     SCALED    
 FD0961* NAVD 88     -       141.249  (meters)     463.41   (feet)  ADJUSTED  
 FD0961  ___________________________________________________________________
 FD0961  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0961  DYNAMIC HT  -         141.119 (meters)     462.99  (feet)  COMP
 FD0961  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FD0961
 FD0961  VERT ORDER  -  SECOND    CLASS 0
 FD0961
 FD0961.The horizontal coordinates were scaled from a topographic map and have
 FD0961.an estimated accuracy of +/- 6 seconds.
 FD0961
 FD0961.The orthometric height was determined by differential leveling
 FD0961.and adjusted by the National Geodetic Survey in June 1991..
 FD0961
 FD0961.The geoid height was determined by GEOID03.
 FD0961
 FD0961.The dynamic height is computed by dividing the NAVD 88
 FD0961.geopotential number by the normal gravity value computed on the
 FD0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0961.degrees latitude (g = 980.6199 gals.).
 FD0961
 FD0961.The modeled gravity was interpolated from observed gravity values.
 FD0961
 FD0961;                    North         East    Units  Estimated Accuracy
 FD0961;SPC TN       -   109,920.      422,470.      MT  (+/- 180 meters Scaled)
 FD0961
 FD0961                          SUPERSEDED SURVEY CONTROL
 FD0961
 FD0961  NGVD 29 (??/??/92)  141.247  (m)          463.41   (f) ADJ UNCH    2 0
 FD0961
 FD0961.Superseded values are not recommended for survey control.
 FD0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0961.See file dsdata.txt to determine how the superseded data were derived.
 FD0961
 FD0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE134076(NAD 83)
 FD0961_MARKER: DD = SURVEY DISK
 FD0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0961_SP_SET: WALK
 FD0961_STAMPING: 15 10 1962
 FD0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0961
 FD0961  HISTORY     - Date     Condition        Report By
 FD0961  HISTORY     - 1962     MONUMENTED       TNHD
 FD0961
 FD0961                          STATION DESCRIPTION
 FD0961
 FD0961'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0961'5 MI E FROM OLIVE HILL.
 FD0961'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0961'5.06 MILES TO NEW BRIDGE OVER HARDIN CREEK NEAR THE INTERSECTION
 FD0961'OF U.S. HIGHWAY 64 AND ST. RT. 114.  THE MARK IS A STANDARD
 FD0961'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN THE WEST END
 FD0961'OF THE NORTHWEST CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0971 ***********************************************************************
 FD0971  DESIGNATION -  15 11
 FD0971  PID         -  FD0971
 FD0971  STATE/COUNTY-  TN/WAYNE
 FD0971  USGS QUAD   -  EAGLE CREEK (1972)
 FD0971
 FD0971                         *CURRENT SURVEY CONTROL
 FD0971  ___________________________________________________________________
 FD0971* NAD 83(1986)-  35 18 15.     (N)    087 53 36.     (W)     SCALED    
 FD0971* NAVD 88     -       153.854  (meters)     504.77   (feet)  ADJUSTED  
 FD0971  ___________________________________________________________________
 FD0971  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0971  DYNAMIC HT  -         153.712 (meters)     504.30  (feet)  COMP
 FD0971  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FD0971
 FD0971  VERT ORDER  -  SECOND    CLASS 0
 FD0971
 FD0971.The horizontal coordinates were scaled from a topographic map and have
 FD0971.an estimated accuracy of +/- 6 seconds.
 FD0971
 FD0971.The orthometric height was determined by differential leveling
 FD0971.and adjusted by the National Geodetic Survey in June 1991..
 FD0971
 FD0971.The geoid height was determined by GEOID03.
 FD0971
 FD0971.The dynamic height is computed by dividing the NAVD 88
 FD0971.geopotential number by the normal gravity value computed on the
 FD0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0971.degrees latitude (g = 980.6199 gals.).
 FD0971
 FD0971.The modeled gravity was interpolated from observed gravity values.
 FD0971
 FD0971;                    North         East    Units  Estimated Accuracy
 FD0971;SPC TN       -   109,380.      427,820.      MT  (+/- 180 meters Scaled)
 FD0971
 FD0971                          SUPERSEDED SURVEY CONTROL
 FD0971
 FD0971  NGVD 29 (??/??/92)  153.837  (m)          504.71   (f) ADJ UNCH    2 0
 FD0971
 FD0971.Superseded values are not recommended for survey control.
 FD0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0971.See file dsdata.txt to determine how the superseded data were derived.
 FD0971
 FD0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE187071(NAD 83)
 FD0971_MARKER: DD = SURVEY DISK
 FD0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0971_STAMPING: 15 11 1962
 FD0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0971+STABILITY: SURFACE MOTION
 FD0971
 FD0971  HISTORY     - Date     Condition        Report By
 FD0971  HISTORY     - 1962     MONUMENTED       TNHD
 FD0971
 FD0971                          STATION DESCRIPTION
 FD0971
 FD0971'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0971'8.1 MI W FROM WAYNESBORO.
 FD0971'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0971'HIGHWAY 64 AND THE MARK ON THE LEFT.  THE MARK IS 53 FEET SOUTH
 FD0971'OF THE CENTERLINE OF U.S. HIGHWAY 64, 50 FEET SOUTHWEST OF A
 FD0971'CONCRETE CULVERT, 38 FEET WEST OF A CREEK BANK, 3 FEET NORTHWEST
 FD0971'OF A POWERPOLE AND 3 FEET NORTH OF A WITNESS POST.  THE MARK IS
 FD0971'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0971'10-INCH SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE
 FD0971'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0972 ***********************************************************************
 FD0972  DESIGNATION -  15 12
 FD0972  PID         -  FD0972
 FD0972  STATE/COUNTY-  TN/WAYNE
 FD0972  USGS QUAD   -  EAGLE CREEK (1972)
 FD0972
 FD0972                         *CURRENT SURVEY CONTROL
 FD0972  ___________________________________________________________________
 FD0972* NAD 83(1986)-  35 17 59.     (N)    087 52 35.     (W)     SCALED    
 FD0972* NAVD 88     -       160.229  (meters)     525.68   (feet)  ADJUSTED  
 FD0972  ___________________________________________________________________
 FD0972  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0972  DYNAMIC HT  -         160.080 (meters)     525.20  (feet)  COMP
 FD0972  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FD0972
 FD0972  VERT ORDER  -  SECOND    CLASS 0
 FD0972
 FD0972.The horizontal coordinates were scaled from a topographic map and have
 FD0972.an estimated accuracy of +/- 6 seconds.
 FD0972
 FD0972.The orthometric height was determined by differential leveling
 FD0972.and adjusted by the National Geodetic Survey in June 1991..
 FD0972
 FD0972.The geoid height was determined by GEOID03.
 FD0972
 FD0972.The dynamic height is computed by dividing the NAVD 88
 FD0972.geopotential number by the normal gravity value computed on the
 FD0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0972.degrees latitude (g = 980.6199 gals.).
 FD0972
 FD0972.The modeled gravity was interpolated from observed gravity values.
 FD0972
 FD0972;                    North         East    Units  Estimated Accuracy
 FD0972;SPC TN       -   108,860.      429,350.      MT  (+/- 180 meters Scaled)
 FD0972
 FD0972                          SUPERSEDED SURVEY CONTROL
 FD0972
 FD0972  NGVD 29 (??/??/92)  160.209  (m)          525.62   (f) ADJ UNCH    2 0
 FD0972
 FD0972.Superseded values are not recommended for survey control.
 FD0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0972.See file dsdata.txt to determine how the superseded data were derived.
 FD0972
 FD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE203066(NAD 83)
 FD0972_MARKER: DD = SURVEY DISK
 FD0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0972_SP_SET: CULVERT
 FD0972_STAMPING: 15 12 1962
 FD0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0972
 FD0972  HISTORY     - Date     Condition        Report By
 FD0972  HISTORY     - 1962     MONUMENTED       TNHD
 FD0972
 FD0972                          STATION DESCRIPTION
 FD0972
 FD0972'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0972'7.4 MI W FROM WAYNESBORO.
 FD0972'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON
 FD0972'U.S. HIGHWAY 64 FOR 7.48 MILES TO A CONCRETE CULVERT.  THE MARK
 FD0972'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH,
 FD0972'IN A DRILLED HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL
 FD0972'OF A 10 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0975 ***********************************************************************
 FD0975  DESIGNATION -  15 13
 FD0975  PID         -  FD0975
 FD0975  STATE/COUNTY-  TN/WAYNE
 FD0975  USGS QUAD   -  WAYNESBORO (1968)
 FD0975
 FD0975                         *CURRENT SURVEY CONTROL
 FD0975  ___________________________________________________________________
 FD0975* NAD 83(1986)-  35 17 32.     (N)    087 51 13.     (W)     SCALED    
 FD0975* NAVD 88     -       163.406  (meters)     536.11   (feet)  ADJUSTED  
 FD0975  ___________________________________________________________________
 FD0975  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0975  DYNAMIC HT  -         163.254 (meters)     535.61  (feet)  COMP
 FD0975  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FD0975
 FD0975  VERT ORDER  -  SECOND    CLASS 0
 FD0975
 FD0975.The horizontal coordinates were scaled from a topographic map and have
 FD0975.an estimated accuracy of +/- 6 seconds.
 FD0975
 FD0975.The orthometric height was determined by differential leveling
 FD0975.and adjusted by the National Geodetic Survey in June 1991..
 FD0975
 FD0975.The geoid height was determined by GEOID03.
 FD0975
 FD0975.The dynamic height is computed by dividing the NAVD 88
 FD0975.geopotential number by the normal gravity value computed on the
 FD0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0975.degrees latitude (g = 980.6199 gals.).
 FD0975
 FD0975.The modeled gravity was interpolated from observed gravity values.
 FD0975
 FD0975;                    North         East    Units  Estimated Accuracy
 FD0975;SPC TN       -   107,990.      431,400.      MT  (+/- 180 meters Scaled)
 FD0975
 FD0975                          SUPERSEDED SURVEY CONTROL
 FD0975
 FD0975  NGVD 29 (??/??/92)  163.385  (m)          536.04   (f) ADJ UNCH    2 0
 FD0975
 FD0975.Superseded values are not recommended for survey control.
 FD0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0975.See file dsdata.txt to determine how the superseded data were derived.
 FD0975
 FD0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE223057(NAD 83)
 FD0975_MARKER: DD = SURVEY DISK
 FD0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0975_STAMPING: 15 13 1962
 FD0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0975+STABILITY: SURFACE MOTION
 FD0975
 FD0975  HISTORY     - Date     Condition        Report By
 FD0975  HISTORY     - 1962     MONUMENTED       TNHD
 FD0975
 FD0975                          STATION DESCRIPTION
 FD0975
 FD0975'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0975'6.4 MI W FROM WAYNESBORO.
 FD0975'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0975'HIGHWAY 64 FOR 6.39 MILES TO THE LEATHERWOOD BAPTIST CHURCH ON
 FD0975'THE RIGHT.  THE MARK IS LOCATED 71.5 FEET NORTHEAST OF THE
 FD0975'SOUTHEAST CORNER OF THE LEATHERWOOD BAPTIST CHURCH, 57.5 FEET
 FD0975'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 64 AND 1.5 FEET
 FD0975'WEST OF A WOVEN WIRE FENCE AND 1.5 FEET EAST OF A WITNESS POST.
 FD0975'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0975'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0976 ***********************************************************************
 FD0976  DESIGNATION -  15 14
 FD0976  PID         -  FD0976
 FD0976  STATE/COUNTY-  TN/WAYNE
 FD0976  USGS QUAD   -  WAYNESBORO (1968)
 FD0976
 FD0976                         *CURRENT SURVEY CONTROL
 FD0976  ___________________________________________________________________
 FD0976* NAD 83(1986)-  35 17 46.     (N)    087 50 29.     (W)     SCALED    
 FD0976* NAVD 88     -       171.970  (meters)     564.20   (feet)  ADJUSTED  
 FD0976  ___________________________________________________________________
 FD0976  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0976  DYNAMIC HT  -         171.809 (meters)     563.68  (feet)  COMP
 FD0976  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FD0976
 FD0976  VERT ORDER  -  SECOND    CLASS 0
 FD0976
 FD0976.The horizontal coordinates were scaled from a topographic map and have
 FD0976.an estimated accuracy of +/- 6 seconds.
 FD0976
 FD0976.The orthometric height was determined by differential leveling
 FD0976.and adjusted by the National Geodetic Survey in June 1991..
 FD0976
 FD0976.The geoid height was determined by GEOID03.
 FD0976
 FD0976.The dynamic height is computed by dividing the NAVD 88
 FD0976.geopotential number by the normal gravity value computed on the
 FD0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0976.degrees latitude (g = 980.6199 gals.).
 FD0976
 FD0976.The modeled gravity was interpolated from observed gravity values.
 FD0976
 FD0976;                    North         East    Units  Estimated Accuracy
 FD0976;SPC TN       -   108,400.      432,520.      MT  (+/- 180 meters Scaled)
 FD0976
 FD0976                          SUPERSEDED SURVEY CONTROL
 FD0976
 FD0976  NGVD 29 (??/??/92)  171.947  (m)          564.13   (f) ADJ UNCH    2 0
 FD0976
 FD0976.Superseded values are not recommended for survey control.
 FD0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0976.See file dsdata.txt to determine how the superseded data were derived.
 FD0976
 FD0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE234062(NAD 83)
 FD0976_MARKER: DD = SURVEY DISK
 FD0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0976_STAMPING: 15 14 1962
 FD0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0976+STABILITY: SURFACE MOTION
 FD0976
 FD0976  HISTORY     - Date     Condition        Report By
 FD0976  HISTORY     - 1962     MONUMENTED       TNHD
 FD0976
 FD0976                          STATION DESCRIPTION
 FD0976
 FD0976'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0976'5.8 MI W FROM WAYNESBORO.
 FD0976'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0976'HIGHWAY 64 FOR 5.77 MILES TO A SMALL CEMETERY.  THE MARK IS
 FD0976'LOCATED 90.5 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND
 FD0976'IN THE NORTHWEST CORNER OF THE CEMETERY, 5.6 FEET NORTH WEST OF
 FD0976'AN APPLE TREE, 1.5 FEET EAST OF A WOVEN WIRE FENCE AND 2 FEET
 FD0976'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FD0976'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0976'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0977 ***********************************************************************
 FD0977  DESIGNATION -  15 15
 FD0977  PID         -  FD0977
 FD0977  STATE/COUNTY-  TN/WAYNE
 FD0977  USGS QUAD   -  WAYNESBORO (1968)
 FD0977
 FD0977                         *CURRENT SURVEY CONTROL
 FD0977  ___________________________________________________________________
 FD0977* NAD 83(1986)-  35 17 43.     (N)    087 49 31.     (W)     SCALED    
 FD0977* NAVD 88     -       178.541  (meters)     585.76   (feet)  ADJUSTED  
 FD0977  ___________________________________________________________________
 FD0977  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0977  DYNAMIC HT  -         178.373 (meters)     585.21  (feet)  COMP
 FD0977  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FD0977
 FD0977  VERT ORDER  -  SECOND    CLASS 0
 FD0977
 FD0977.The horizontal coordinates were scaled from a topographic map and have
 FD0977.an estimated accuracy of +/- 6 seconds.
 FD0977
 FD0977.The orthometric height was determined by differential leveling
 FD0977.and adjusted by the National Geodetic Survey in June 1991..
 FD0977
 FD0977.The geoid height was determined by GEOID03.
 FD0977
 FD0977.The dynamic height is computed by dividing the NAVD 88
 FD0977.geopotential number by the normal gravity value computed on the
 FD0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0977.degrees latitude (g = 980.6199 gals.).
 FD0977
 FD0977.The modeled gravity was interpolated from observed gravity values.
 FD0977
 FD0977;                    North         East    Units  Estimated Accuracy
 FD0977;SPC TN       -   108,280.      433,990.      MT  (+/- 180 meters Scaled)
 FD0977
 FD0977                          SUPERSEDED SURVEY CONTROL
 FD0977
 FD0977  NGVD 29 (??/??/92)  178.518  (m)          585.69   (f) ADJ UNCH    2 0
 FD0977
 FD0977.Superseded values are not recommended for survey control.
 FD0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0977.See file dsdata.txt to determine how the superseded data were derived.
 FD0977
 FD0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE249061(NAD 83)
 FD0977_MARKER: DD = SURVEY DISK
 FD0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0977_STAMPING: 15 15 1962
 FD0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0977+STABILITY: SURFACE MOTION
 FD0977
 FD0977  HISTORY     - Date     Condition        Report By
 FD0977  HISTORY     - 1962     MONUMENTED       TNHD
 FD0977
 FD0977                          STATION DESCRIPTION
 FD0977
 FD0977'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0977'4.2 MI W FROM WAYNESBORO.
 FD0977'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0977'HIGHWAY 64 FOR 4.28 MILES ON THE LEFT AT A SMALL WHITE FRAME HOUSE.
 FD0977'THE MARK IS LOCATED 69 FEET SOUTH OF U.S. HIGHWAY 64, 13.9 FEET
 FD0977'WEST OF THE CENTERLINE OF A DRIVEWAY, 25.5 FEET NORTHWEST OF THE
 FD0977'NORTHWEST CORNER OF THE HOUSE, 2.5 FEET NORTH OF A POWER POLE
 FD0977'AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0977'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0977'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0993 ***********************************************************************
 FD0993  DESIGNATION -  15 16
 FD0993  PID         -  FD0993
 FD0993  STATE/COUNTY-  TN/WAYNE
 FD0993  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0993
 FD0993                         *CURRENT SURVEY CONTROL
 FD0993  ___________________________________________________________________
 FD0993* NAD 83(1986)-  35 19 24.     (N)    087 44 48.     (W)     SCALED    
 FD0993* NAVD 88     -       225.228  (meters)     738.94   (feet)  ADJUSTED  
 FD0993  ___________________________________________________________________
 FD0993  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0993  DYNAMIC HT  -         225.015 (meters)     738.24  (feet)  COMP
 FD0993  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 FD0993
 FD0993  VERT ORDER  -  SECOND    CLASS 0
 FD0993
 FD0993.The horizontal coordinates were scaled from a topographic map and have
 FD0993.an estimated accuracy of +/- 6 seconds.
 FD0993
 FD0993.The orthometric height was determined by differential leveling
 FD0993.and adjusted by the National Geodetic Survey in June 1991..
 FD0993
 FD0993.The geoid height was determined by GEOID03.
 FD0993
 FD0993.The dynamic height is computed by dividing the NAVD 88
 FD0993.geopotential number by the normal gravity value computed on the
 FD0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0993.degrees latitude (g = 980.6199 gals.).
 FD0993
 FD0993.The modeled gravity was interpolated from observed gravity values.
 FD0993
 FD0993;                    North         East    Units  Estimated Accuracy
 FD0993;SPC TN       -   111,260.      441,190.      MT  (+/- 180 meters Scaled)
 FD0993
 FD0993                          SUPERSEDED SURVEY CONTROL
 FD0993
 FD0993  NGVD 29 (??/??/92)  225.199  (m)          738.84   (f) ADJ UNCH    2 0
 FD0993
 FD0993.Superseded values are not recommended for survey control.
 FD0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0993.See file dsdata.txt to determine how the superseded data were derived.
 FD0993
 FD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE321091(NAD 83)
 FD0993_MARKER: DD = SURVEY DISK
 FD0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0993_STAMPING: 15 16 1962
 FD0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0993+STABILITY: SURFACE MOTION
 FD0993
 FD0993  HISTORY     - Date     Condition        Report By
 FD0993  HISTORY     - 1962     MONUMENTED       TNHD
 FD0993
 FD0993                          STATION DESCRIPTION
 FD0993
 FD0993'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0993'1.3 MI E FROM WAYNESBORO.
 FD0993'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD0993'HIGHWAY 64 FOR 1.3 MILES TO THE INTERSECTION OF STOCKARD STREET.
 FD0993'THE MARK IS 30 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 FD0993'64, 27 FEET NORTHEAST OF THE CENTERLINE OF STOCKARD STREET, 53
 FD0993'FEET SOUTH OF THE NORTH CORNER OF A TAN STUCCO HOUSE, 2 FEET
 FD0993'NORTHEAST OF A POWER POLE AND 2 FEET NORTH OF A WITNESS POST.
 FD0993'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0993'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0994 ***********************************************************************
 FD0994  DESIGNATION -  15 17
 FD0994  PID         -  FD0994
 FD0994  STATE/COUNTY-  TN/WAYNE
 FD0994  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0994
 FD0994                         *CURRENT SURVEY CONTROL
 FD0994  ___________________________________________________________________
 FD0994* NAD 83(1986)-  35 19 46.     (N)    087 43 57.     (W)     SCALED    
 FD0994* NAVD 88     -       242.224  (meters)     794.70   (feet)  ADJUSTED  
 FD0994  ___________________________________________________________________
 FD0994  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0994  DYNAMIC HT  -         241.995 (meters)     793.95  (feet)  COMP
 FD0994  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FD0994
 FD0994  VERT ORDER  -  SECOND    CLASS 0
 FD0994
 FD0994.The horizontal coordinates were scaled from a topographic map and have
 FD0994.an estimated accuracy of +/- 6 seconds.
 FD0994
 FD0994.The orthometric height was determined by differential leveling
 FD0994.and adjusted by the National Geodetic Survey in June 1991..
 FD0994
 FD0994.The geoid height was determined by GEOID03.
 FD0994
 FD0994.The dynamic height is computed by dividing the NAVD 88
 FD0994.geopotential number by the normal gravity value computed on the
 FD0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0994.degrees latitude (g = 980.6199 gals.).
 FD0994
 FD0994.The modeled gravity was interpolated from observed gravity values.
 FD0994
 FD0994;                    North         East    Units  Estimated Accuracy
 FD0994;SPC TN       -   111,910.      442,490.      MT  (+/- 180 meters Scaled)
 FD0994
 FD0994                          SUPERSEDED SURVEY CONTROL
 FD0994
 FD0994  NGVD 29 (??/??/92)  242.193  (m)          794.59   (f) ADJ UNCH    2 0
 FD0994
 FD0994.Superseded values are not recommended for survey control.
 FD0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0994.See file dsdata.txt to determine how the superseded data were derived.
 FD0994
 FD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE334098(NAD 83)
 FD0994_MARKER: DD = SURVEY DISK
 FD0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0994_STAMPING: 15 17 1962
 FD0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0994+STABILITY: SURFACE MOTION
 FD0994
 FD0994  HISTORY     - Date     Condition        Report By
 FD0994  HISTORY     - 1962     MONUMENTED       TNHD
 FD0994
 FD0994                          STATION DESCRIPTION
 FD0994
 FD0994'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0994'2.2 MI E FROM WAYNESBORO.
 FD0994'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD0994'HIGHWAY 64 FOR 2.2 MILES AND THE MARK ON THE LEFT.  THE MARK IS
 FD0994'30 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 95 FEET NORTH
 FD0994'OF THE EAST CORNER OF J.T. LYNNS GARAGE, 2 FEET SOUTHWEST OF A
 FD0994'POWER POLE AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS
 FD0994'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0994'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0995 ***********************************************************************
 FD0995  DESIGNATION -  15 18
 FD0995  PID         -  FD0995
 FD0995  STATE/COUNTY-  TN/WAYNE
 FD0995  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0995
 FD0995                         *CURRENT SURVEY CONTROL
 FD0995  ___________________________________________________________________
 FD0995* NAD 83(1986)-  35 20 08.     (N)    087 43 03.     (W)     SCALED    
 FD0995* NAVD 88     -       259.392  (meters)     851.02   (feet)  ADJUSTED  
 FD0995  ___________________________________________________________________
 FD0995  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0995  DYNAMIC HT  -         259.146 (meters)     850.21  (feet)  COMP
 FD0995  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FD0995
 FD0995  VERT ORDER  -  SECOND    CLASS 0
 FD0995
 FD0995.The horizontal coordinates were scaled from a topographic map and have
 FD0995.an estimated accuracy of +/- 6 seconds.
 FD0995
 FD0995.The orthometric height was determined by differential leveling
 FD0995.and adjusted by the National Geodetic Survey in June 1991..
 FD0995
 FD0995.The geoid height was determined by GEOID03.
 FD0995
 FD0995.The dynamic height is computed by dividing the NAVD 88
 FD0995.geopotential number by the normal gravity value computed on the
 FD0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0995.degrees latitude (g = 980.6199 gals.).
 FD0995
 FD0995.The modeled gravity was interpolated from observed gravity values.
 FD0995
 FD0995;                    North         East    Units  Estimated Accuracy
 FD0995;SPC TN       -   112,570.      443,870.      MT  (+/- 180 meters Scaled)
 FD0995
 FD0995                          SUPERSEDED SURVEY CONTROL
 FD0995
 FD0995  NGVD 29 (??/??/92)  259.358  (m)          850.91   (f) ADJ UNCH    2 0
 FD0995
 FD0995.Superseded values are not recommended for survey control.
 FD0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0995.See file dsdata.txt to determine how the superseded data were derived.
 FD0995
 FD0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE347104(NAD 83)
 FD0995_MARKER: DD = SURVEY DISK
 FD0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0995_STAMPING: 15 18 1962
 FD0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0995+STABILITY: SURFACE MOTION
 FD0995
 FD0995  HISTORY     - Date     Condition        Report By
 FD0995  HISTORY     - 1962     MONUMENTED       TNHD
 FD0995
 FD0995                          STATION DESCRIPTION
 FD0995
 FD0995'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0995'3.1 MI E FROM WAYNESBORO.
 FD0995'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST OF U.S.
 FD0995'HIGHWAY 64 FOR 3.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 FD0995'42 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 3 FEET WEST
 FD0995'OF A POWER POLE AND 2.3 FEET WEST OF A WITNESS POST.  THE MARK
 FD0995'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0995'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1002 ***********************************************************************
 FD1002  DESIGNATION -  15 19
 FD1002  PID         -  FD1002
 FD1002  STATE/COUNTY-  TN/WAYNE
 FD1002  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1002
 FD1002                         *CURRENT SURVEY CONTROL
 FD1002  ___________________________________________________________________
 FD1002* NAD 83(1986)-  35 20 23.     (N)    087 40 28.     (W)     SCALED    
 FD1002* NAVD 88     -       224.458  (meters)     736.41   (feet)  ADJUSTED  
 FD1002  ___________________________________________________________________
 FD1002  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD1002  DYNAMIC HT  -         224.245 (meters)     735.71  (feet)  COMP
 FD1002  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FD1002
 FD1002  VERT ORDER  -  SECOND    CLASS 0
 FD1002
 FD1002.The horizontal coordinates were scaled from a topographic map and have
 FD1002.an estimated accuracy of +/- 6 seconds.
 FD1002
 FD1002.The orthometric height was determined by differential leveling
 FD1002.and adjusted by the National Geodetic Survey in June 1991..
 FD1002
 FD1002.The geoid height was determined by GEOID03.
 FD1002
 FD1002.The dynamic height is computed by dividing the NAVD 88
 FD1002.geopotential number by the normal gravity value computed on the
 FD1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1002.degrees latitude (g = 980.6199 gals.).
 FD1002
 FD1002.The modeled gravity was interpolated from observed gravity values.
 FD1002
 FD1002;                    North         East    Units  Estimated Accuracy
 FD1002;SPC TN       -   112,960.      447,790.      MT  (+/- 180 meters Scaled)
 FD1002
 FD1002                          SUPERSEDED SURVEY CONTROL
 FD1002
 FD1002  NGVD 29 (??/??/92)  224.426  (m)          736.30   (f) ADJ UNCH    2 0
 FD1002
 FD1002.Superseded values are not recommended for survey control.
 FD1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1002.See file dsdata.txt to determine how the superseded data were derived.
 FD1002
 FD1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE387109(NAD 83)
 FD1002_MARKER: DD = SURVEY DISK
 FD1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1002_STAMPING: 15 19 1962
 FD1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1002+STABILITY: SURFACE MOTION
 FD1002
 FD1002  HISTORY     - Date     Condition        Report By
 FD1002  HISTORY     - 1962     MONUMENTED       TNHD
 FD1002
 FD1002                          STATION DESCRIPTION
 FD1002
 FD1002'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1002'6 MI E FROM WAYNESBORO.
 FD1002'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD1002'HIGHWAY 64 FOR 5.9 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 FD1002'23 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 35 FEET EAST
 FD1002'OF A CONCRETE CULVERT, 11 FEET EAST OF THE CENTERLINE OF A
 FD1002'GRAVELED DRIVEWAY NEAR A FENCE CORNER AND 2 FEET EAST OF A WITNESS
 FD1002'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1002'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD1002'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0319 ***********************************************************************
 FE0319  DESIGNATION -  15 2
 FE0319  PID         -  FE0319
 FE0319  STATE/COUNTY-  TN/HARDIN
 FE0319  USGS QUAD   -  SAVANNAH (1991)
 FE0319
 FE0319                         *CURRENT SURVEY CONTROL
 FE0319  ___________________________________________________________________
 FE0319* NAD 83(1986)-  35 13 48.     (N)    088 11 34.     (W)     SCALED    
 FE0319* NAVD 88     -       121.184  (meters)     397.58   (feet)  ADJUSTED  
 FE0319  ___________________________________________________________________
 FE0319  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0319  DYNAMIC HT  -         121.074 (meters)     397.22  (feet)  COMP
 FE0319  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 FE0319
 FE0319  VERT ORDER  -  SECOND    CLASS 0
 FE0319
 FE0319.The horizontal coordinates were scaled from a topographic map and have
 FE0319.an estimated accuracy of +/- 6 seconds.
 FE0319
 FE0319.The orthometric height was determined by differential leveling
 FE0319.and adjusted by the National Geodetic Survey in June 1991..
 FE0319
 FE0319.The geoid height was determined by GEOID03.
 FE0319
 FE0319.The dynamic height is computed by dividing the NAVD 88
 FE0319.geopotential number by the normal gravity value computed on the
 FE0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0319.degrees latitude (g = 980.6199 gals.).
 FE0319
 FE0319.The modeled gravity was interpolated from observed gravity values.
 FE0319
 FE0319;                    North         East    Units  Estimated Accuracy
 FE0319;SPC TN       -   101,720.      400,400.      MT  (+/- 180 meters Scaled)
 FE0319
 FE0319                          SUPERSEDED SURVEY CONTROL
 FE0319
 FE0319  NGVD 29 (??/??/??)  121.203  (m)          397.65   (f) ADJUSTED    2 0
 FE0319
 FE0319.Superseded values are not recommended for survey control.
 FE0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0319.See file dsdata.txt to determine how the superseded data were derived.
 FE0319
 FE0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD914992(NAD 83)
 FE0319_MARKER: DD = SURVEY DISK
 FE0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0319_STAMPING: 15-2 1962
 FE0319_MARK LOGO: TNHD  
 FE0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0319+STABILITY: SURFACE MOTION
 FE0319
 FE0319  HISTORY     - Date     Condition        Report By
 FE0319  HISTORY     - 1962     MONUMENTED       TNHD
 FE0319  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0319
 FE0319                          STATION DESCRIPTION
 FE0319
 FE0319'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0319'3.6 MI E FROM SAVANNAH.
 FE0319'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO EAST ON U.S.
 FE0319'HIGHWAY 64 FOR 3.59 MILES TO THE MARK ON THE LEFT.  THE MARK IS
 FE0319'LOCATED 51 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 64,
 FE0319'10.7 FEET NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 3.5 FEET
 FE0319'SOUTHEAST OF A POWER POLE, 1 FOOT NORTHEAST OF A FENCE AND 2 FEET
 FE0319'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0319'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0319'MONUMENT, FLUSH WITH THE GROUND.
 FE0319
 FE0319                          STATION RECOVERY (1972)
 FE0319
 FE0319'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1004 ***********************************************************************
 FD1004  DESIGNATION -  15 20
 FD1004  PID         -  FD1004
 FD1004  STATE/COUNTY-  TN/WAYNE
 FD1004  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1004
 FD1004                         *CURRENT SURVEY CONTROL
 FD1004  ___________________________________________________________________
 FD1004* NAD 83(1986)-  35 20 32.     (N)    087 39 28.     (W)     SCALED    
 FD1004* NAVD 88     -       224.422  (meters)     736.29   (feet)  ADJUSTED  
 FD1004  ___________________________________________________________________
 FD1004  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD1004  DYNAMIC HT  -         224.209 (meters)     735.59  (feet)  COMP
 FD1004  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FD1004
 FD1004  VERT ORDER  -  SECOND    CLASS 0
 FD1004
 FD1004.The horizontal coordinates were scaled from a topographic map and have
 FD1004.an estimated accuracy of +/- 6 seconds.
 FD1004
 FD1004.The orthometric height was determined by differential leveling
 FD1004.and adjusted by the National Geodetic Survey in June 1991..
 FD1004
 FD1004.The geoid height was determined by GEOID03.
 FD1004
 FD1004.The dynamic height is computed by dividing the NAVD 88
 FD1004.geopotential number by the normal gravity value computed on the
 FD1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1004.degrees latitude (g = 980.6199 gals.).
 FD1004
 FD1004.The modeled gravity was interpolated from observed gravity values.
 FD1004
 FD1004;                    North         East    Units  Estimated Accuracy
 FD1004;SPC TN       -   113,210.      449,310.      MT  (+/- 180 meters Scaled)
 FD1004
 FD1004                          SUPERSEDED SURVEY CONTROL
 FD1004
 FD1004  NGVD 29 (??/??/92)  224.390  (m)          736.19   (f) ADJ UNCH    2 0
 FD1004
 FD1004.Superseded values are not recommended for survey control.
 FD1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1004.See file dsdata.txt to determine how the superseded data were derived.
 FD1004
 FD1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE402111(NAD 83)
 FD1004_MARKER: DD = SURVEY DISK
 FD1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1004_SP_SET: BRIDGE
 FD1004_STAMPING: 15-20 1962
 FD1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1004
 FD1004  HISTORY     - Date     Condition        Report By
 FD1004  HISTORY     - 1962     MONUMENTED       TNHD
 FD1004
 FD1004                          STATION DESCRIPTION
 FD1004
 FD1004'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1004'7 MI E FROM WAYNESBORO.
 FD1004'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD1004'HIGHWAY 64 FOR 6.9 MILES TO A CONCRETE BRIDGE AND THE MARK ON THE
 FD1004'RIGHT.  THE MARK IS 16 FEET SOUTH OF THE CENTERLINE OF U.S.
 FD1004'HIGHWAY 64, 32 FEET NORTH OF A FENCE AND THE MARK IS A STANDARD
 FD1004'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 FD1004'HOLE IN THE SOUTH WING WALL AT THE SOUTHWEST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1005 ***********************************************************************
 FD1005  DESIGNATION -  15 21
 FD1005  PID         -  FD1005
 FD1005  STATE/COUNTY-  TN/WAYNE
 FD1005  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1005
 FD1005                         *CURRENT SURVEY CONTROL
 FD1005  ___________________________________________________________________
 FD1005* NAD 83(1986)-  35 20 10.     (N)    087 38 37.     (W)     SCALED    
 FD1005* NAVD 88     -       265.919  (meters)     872.44   (feet)  ADJUSTED  
 FD1005  ___________________________________________________________________
 FD1005  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD1005  DYNAMIC HT  -         265.667 (meters)     871.61  (feet)  COMP
 FD1005  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FD1005
 FD1005  VERT ORDER  -  SECOND    CLASS 0
 FD1005
 FD1005.The horizontal coordinates were scaled from a topographic map and have
 FD1005.an estimated accuracy of +/- 6 seconds.
 FD1005
 FD1005.The orthometric height was determined by differential leveling
 FD1005.and adjusted by the National Geodetic Survey in June 1991..
 FD1005
 FD1005.The geoid height was determined by GEOID03.
 FD1005
 FD1005.The dynamic height is computed by dividing the NAVD 88
 FD1005.geopotential number by the normal gravity value computed on the
 FD1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1005.degrees latitude (g = 980.6199 gals.).
 FD1005
 FD1005.The modeled gravity was interpolated from observed gravity values.
 FD1005
 FD1005;                    North         East    Units  Estimated Accuracy
 FD1005;SPC TN       -   112,510.      450,580.      MT  (+/- 180 meters Scaled)
 FD1005
 FD1005                          SUPERSEDED SURVEY CONTROL
 FD1005
 FD1005  NGVD 29 (??/??/92)  265.887  (m)          872.33   (f) ADJ UNCH    2 0
 FD1005
 FD1005.Superseded values are not recommended for survey control.
 FD1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1005.See file dsdata.txt to determine how the superseded data were derived.
 FD1005
 FD1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE415105(NAD 83)
 FD1005_MARKER: DD = SURVEY DISK
 FD1005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1005_SP_SET: CULVERT
 FD1005_STAMPING: 15 21 1962
 FD1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1005
 FD1005  HISTORY     - Date     Condition        Report By
 FD1005  HISTORY     - 1962     MONUMENTED       TNHD
 FD1005
 FD1005                          STATION DESCRIPTION
 FD1005
 FD1005'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1005'8 MI E FROM WAYNESBORO.
 FD1005'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD1005'HIGHWAY 64 FOR 7.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS 16
 FD1005'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND THE MARK IS
 FD1005'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN
 FD1005'A DRILLED HOLE 3-INCHES FROM THE NORTHWEST END OF A SMALL
 FD1005'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1018 ***********************************************************************
 FD1018  DESIGNATION -  15 22
 FD1018  PID         -  FD1018
 FD1018  STATE/COUNTY-  TN/LAWRENCE
 FD1018  USGS QUAD   -  OVILLA (1976)
 FD1018
 FD1018                         *CURRENT SURVEY CONTROL
 FD1018  ___________________________________________________________________
 FD1018* NAD 83(1986)-  35 19 46.     (N)    087 36 19.     (W)     SCALED    
 FD1018* NAVD 88     -       310.621  (meters)    1019.10   (feet)  ADJUSTED  
 FD1018  ___________________________________________________________________
 FD1018  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD1018  DYNAMIC HT  -         310.328 (meters)    1018.13  (feet)  COMP
 FD1018  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 FD1018
 FD1018  VERT ORDER  -  SECOND    CLASS 0
 FD1018
 FD1018.The horizontal coordinates were scaled from a topographic map and have
 FD1018.an estimated accuracy of +/- 6 seconds.
 FD1018
 FD1018.The orthometric height was determined by differential leveling
 FD1018.and adjusted by the National Geodetic Survey in June 1991..
 FD1018
 FD1018.The geoid height was determined by GEOID03.
 FD1018
 FD1018.The dynamic height is computed by dividing the NAVD 88
 FD1018.geopotential number by the normal gravity value computed on the
 FD1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1018.degrees latitude (g = 980.6199 gals.).
 FD1018
 FD1018.The modeled gravity was interpolated from observed gravity values.
 FD1018
 FD1018;                    North         East    Units  Estimated Accuracy
 FD1018;SPC TN       -   111,720.      454,060.      MT  (+/- 180 meters Scaled)
 FD1018
 FD1018                          SUPERSEDED SURVEY CONTROL
 FD1018
 FD1018  NGVD 29 (??/??/92)  310.586  (m)         1018.98   (f) ADJ UNCH    2 0
 FD1018
 FD1018.Superseded values are not recommended for survey control.
 FD1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1018.See file dsdata.txt to determine how the superseded data were derived.
 FD1018
 FD1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE449097(NAD 83)
 FD1018_MARKER: DD = SURVEY DISK
 FD1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1018_STAMPING: 15 22 1962
 FD1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1018+STABILITY: SURFACE MOTION
 FD1018
 FD1018  HISTORY     - Date     Condition        Report By
 FD1018  HISTORY     - 1962     MONUMENTED       TNHD
 FD1018
 FD1018                          STATION DESCRIPTION
 FD1018
 FD1018'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1018'14 MI W FROM LAWRENCEBURG.
 FD1018'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1018'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 14.1 MILES TO THE
 FD1018'MARK ON THE LEFT.  THE MARK IS 30 FEET SOUTH OF THE CENTERLINE
 FD1018'OF U.S. HIGHWAY 64, 27 FEET WEST OF THE CENTERLINE OF A DIRT
 FD1018'ROAD AND 3.3 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD1018'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD1018'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1011 ***********************************************************************
 FD1011  DESIGNATION -  15 23
 FD1011  PID         -  FD1011
 FD1011  STATE/COUNTY-  TN/LAWRENCE
 FD1011  USGS QUAD   -  OVILLA (1976)
 FD1011
 FD1011                         *CURRENT SURVEY CONTROL
 FD1011  ___________________________________________________________________
 FD1011* NAD 83(1986)-  35 18 49.     (N)    087 33 46.     (W)     SCALED    
 FD1011* NAVD 88     -       297.425  (meters)     975.80   (feet)  ADJUSTED  
 FD1011  ___________________________________________________________________
 FD1011  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD1011  DYNAMIC HT  -         297.144 (meters)     974.88  (feet)  COMP
 FD1011  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FD1011
 FD1011  VERT ORDER  -  SECOND    CLASS 0
 FD1011
 FD1011.The horizontal coordinates were scaled from a topographic map and have
 FD1011.an estimated accuracy of +/- 6 seconds.
 FD1011
 FD1011.The orthometric height was determined by differential leveling
 FD1011.and adjusted by the National Geodetic Survey in June 1991..
 FD1011
 FD1011.The geoid height was determined by GEOID03.
 FD1011
 FD1011.The dynamic height is computed by dividing the NAVD 88
 FD1011.geopotential number by the normal gravity value computed on the
 FD1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1011.degrees latitude (g = 980.6199 gals.).
 FD1011
 FD1011.The modeled gravity was interpolated from observed gravity values.
 FD1011
 FD1011;                    North         East    Units  Estimated Accuracy
 FD1011;SPC TN       -   109,900.      457,890.      MT  (+/- 180 meters Scaled)
 FD1011
 FD1011                          SUPERSEDED SURVEY CONTROL
 FD1011
 FD1011  NGVD 29 (??/??/92)  297.382  (m)          975.66   (f) ADJ UNCH    2 0
 FD1011
 FD1011.Superseded values are not recommended for survey control.
 FD1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1011.See file dsdata.txt to determine how the superseded data were derived.
 FD1011
 FD1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE488079(NAD 83)
 FD1011_MARKER: DD = SURVEY DISK
 FD1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1011_STAMPING: 15 23 1962
 FD1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1011+STABILITY: SURFACE MOTION
 FD1011
 FD1011  HISTORY     - Date     Condition        Report By
 FD1011  HISTORY     - 1962     MONUMENTED       TNHD
 FD1011
 FD1011                          STATION DESCRIPTION
 FD1011
 FD1011'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1011'17 MI W FROM LAWRENCEBURG.
 FD1011'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1011'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 16.8 MILES TO THE
 FD1011'MARK ON THE LEFT.  THE MARK IS 42 FEET SOUTH OF THE CENTERLINE
 FD1011'OF U.S. HIGHWAY 64, 34 FEET SOUTHEAST OF A GALVANIZED DRAINAGE
 FD1011'PIPE, 15 FEET SOUTHEAST OF A POWER POLE AND 2 FEET EAST OF A
 FD1011'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1011'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD1011'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1019 ***********************************************************************
 FD1019  DESIGNATION -  15 24
 FD1019  PID         -  FD1019
 FD1019  STATE/COUNTY-  TN/LAWRENCE
 FD1019  USGS QUAD   -  OVILLA (1976)
 FD1019
 FD1019                         *CURRENT SURVEY CONTROL
 FD1019  ___________________________________________________________________
 FD1019* NAD 83(1986)-  35 18 22.     (N)    087 30 02.     (W)     SCALED    
 FD1019* NAVD 88     -       293.255  (meters)     962.12   (feet)  ADJUSTED  
 FD1019  ___________________________________________________________________
 FD1019  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD1019  DYNAMIC HT  -         292.977 (meters)     961.21  (feet)  COMP
 FD1019  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 FD1019
 FD1019  VERT ORDER  -  SECOND    CLASS 0
 FD1019
 FD1019.The horizontal coordinates were scaled from a topographic map and have
 FD1019.an estimated accuracy of +/- 6 seconds.
 FD1019
 FD1019.The orthometric height was determined by differential leveling
 FD1019.and adjusted by the National Geodetic Survey in June 1991..
 FD1019
 FD1019.The geoid height was determined by GEOID03.
 FD1019
 FD1019.The dynamic height is computed by dividing the NAVD 88
 FD1019.geopotential number by the normal gravity value computed on the
 FD1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1019.degrees latitude (g = 980.6199 gals.).
 FD1019
 FD1019.The modeled gravity was interpolated from observed gravity values.
 FD1019
 FD1019;                    North         East    Units  Estimated Accuracy
 FD1019;SPC TN       -   108,980.      463,540.      MT  (+/- 180 meters Scaled)
 FD1019
 FD1019                          SUPERSEDED SURVEY CONTROL
 FD1019
 FD1019  NGVD 29 (??/??/92)  293.211  (m)          961.98   (f) ADJ UNCH    2 0
 FD1019
 FD1019.Superseded values are not recommended for survey control.
 FD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1019.See file dsdata.txt to determine how the superseded data were derived.
 FD1019
 FD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE544071(NAD 83)
 FD1019_MARKER: DD = SURVEY DISK
 FD1019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1019_SP_SET: CULVERT
 FD1019_STAMPING: 15 24 1962
 FD1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1019
 FD1019  HISTORY     - Date     Condition        Report By
 FD1019  HISTORY     - 1962     MONUMENTED       TNHD
 FD1019
 FD1019                          STATION DESCRIPTION
 FD1019
 FD1019'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1019'13 MI W FROM LAWRENCEBURG.
 FD1019'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1019'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 13.0 MILES TO A
 FD1019'CONCRETE CULVERT AND THE MARK ON THE RIGHT.  THE MARK IS 18 FEET
 FD1019'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 29 FEET SOUTH OF A
 FD1019'WIRE FENCE AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1019'CEMENTED FLUSH IN A DRILLED HOLE 3-INCHES EAST OF THE NORTHWEST
 FD1019'END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1024 ***********************************************************************
 FD1024  DESIGNATION -  15 25
 FD1024  PID         -  FD1024
 FD1024  STATE/COUNTY-  TN/LAWRENCE
 FD1024  USGS QUAD   -  DEERFIELD (1976)
 FD1024
 FD1024                         *CURRENT SURVEY CONTROL
 FD1024  ___________________________________________________________________
 FD1024* NAD 83(1986)-  35 18 13.     (N)    087 29 03.     (W)     SCALED    
 FD1024* NAVD 88     -       296.703  (meters)     973.43   (feet)  ADJUSTED  
 FD1024  ___________________________________________________________________
 FD1024  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FD1024  DYNAMIC HT  -         296.421 (meters)     972.51  (feet)  COMP
 FD1024  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 FD1024
 FD1024  VERT ORDER  -  SECOND    CLASS 0
 FD1024
 FD1024.The horizontal coordinates were scaled from a topographic map and have
 FD1024.an estimated accuracy of +/- 6 seconds.
 FD1024
 FD1024.The orthometric height was determined by differential leveling
 FD1024.and adjusted by the National Geodetic Survey in June 1991..
 FD1024
 FD1024.The geoid height was determined by GEOID03.
 FD1024
 FD1024.The dynamic height is computed by dividing the NAVD 88
 FD1024.geopotential number by the normal gravity value computed on the
 FD1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1024.degrees latitude (g = 980.6199 gals.).
 FD1024
 FD1024.The modeled gravity was interpolated from observed gravity values.
 FD1024
 FD1024;                    North         East    Units  Estimated Accuracy
 FD1024;SPC TN       -   108,680.      465,020.      MT  (+/- 180 meters Scaled)
 FD1024
 FD1024                          SUPERSEDED SURVEY CONTROL
 FD1024
 FD1024  NGVD 29 (??/??/92)  296.660  (m)          973.29   (f) ADJ UNCH    2 0
 FD1024
 FD1024.Superseded values are not recommended for survey control.
 FD1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1024.See file dsdata.txt to determine how the superseded data were derived.
 FD1024
 FD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE559068(NAD 83)
 FD1024_MARKER: DD = SURVEY DISK
 FD1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1024_STAMPING: 15 25 1962
 FD1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1024+STABILITY: SURFACE MOTION
 FD1024
 FD1024  HISTORY     - Date     Condition        Report By
 FD1024  HISTORY     - 1962     MONUMENTED       TNHD
 FD1024
 FD1024                          STATION DESCRIPTION
 FD1024
 FD1024'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1024'12 MI W FROM LAWRENCEBURG.
 FD1024'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1024'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 12.0 MILES TO THE
 FD1024'MARK ON THE LEFT.  THE MARK IS 35 FEET SOUTH OF THE CENTERLINE
 FD1024'OF U.S. HIGHWAY 64, 86 FEET SOUTHEAST OF A POWER POLE ON THE
 FD1024'NORTH SIDE OF U.S. HIGHWAY 64 AND 2 FEET NORTH OF A WITNESS POST.
 FD1024'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD1024'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0799 ***********************************************************************
 FD0799  DESIGNATION -  15 26
 FD0799  PID         -  FD0799
 FD0799  STATE/COUNTY-  TN/LAWRENCE
 FD0799  USGS QUAD   -  DEERFIELD (1976)
 FD0799
 FD0799                         *CURRENT SURVEY CONTROL
 FD0799  ___________________________________________________________________
 FD0799* NAD 83(1986)-  35 17 57.     (N)    087 26 05.     (W)     SCALED    
 FD0799* NAVD 88     -       292.281  (meters)     958.93   (feet)  ADJUSTED  
 FD0799  ___________________________________________________________________
 FD0799  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0799  DYNAMIC HT  -         292.004 (meters)     958.02  (feet)  COMP
 FD0799  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 FD0799
 FD0799  VERT ORDER  -  SECOND    CLASS 0
 FD0799
 FD0799.The horizontal coordinates were scaled from a topographic map and have
 FD0799.an estimated accuracy of +/- 6 seconds.
 FD0799
 FD0799.The orthometric height was determined by differential leveling
 FD0799.and adjusted by the National Geodetic Survey in June 1991..
 FD0799
 FD0799.The geoid height was determined by GEOID03.
 FD0799
 FD0799.The dynamic height is computed by dividing the NAVD 88
 FD0799.geopotential number by the normal gravity value computed on the
 FD0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0799.degrees latitude (g = 980.6199 gals.).
 FD0799
 FD0799.The modeled gravity was interpolated from observed gravity values.
 FD0799
 FD0799;                    North         East    Units  Estimated Accuracy
 FD0799;SPC TN       -   108,120.      469,510.      MT  (+/- 180 meters Scaled)
 FD0799
 FD0799                          SUPERSEDED SURVEY CONTROL
 FD0799
 FD0799  NGVD 29 (??/??/92)  292.239  (m)          958.79   (f) ADJ UNCH    2 0
 FD0799
 FD0799.Superseded values are not recommended for survey control.
 FD0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0799.See file dsdata.txt to determine how the superseded data were derived.
 FD0799
 FD0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE604063(NAD 83)
 FD0799_MARKER: DD = SURVEY DISK
 FD0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0799_STAMPING: 15 26 1962
 FD0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0799+STABILITY: SURFACE MOTION
 FD0799
 FD0799  HISTORY     - Date     Condition        Report By
 FD0799  HISTORY     - 1962     MONUMENTED       TNHD
 FD0799
 FD0799                          STATION DESCRIPTION
 FD0799
 FD0799'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0799'9 MI W FROM LAWRENCEBURG.
 FD0799'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0799'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 9.1 MILES TO THE
 FD0799'MARK ON THE LEFT.  THE MARK IS 24.5 FEET SOUTH OF THE CENTERLINE
 FD0799'OF U.S. HIGHWAY 64, 25.6 FEET EAST OF A FENCE CORNER, 95 FEET
 FD0799'SOUTHEAST OF A POWER POLE AND 2 FEET NORTH OF A WITNESS POST.
 FD0799'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0799'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0799'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0800 ***********************************************************************
 FD0800  DESIGNATION -  15 27
 FD0800  PID         -  FD0800
 FD0800  STATE/COUNTY-  TN/LAWRENCE
 FD0800  USGS QUAD   -  DEERFIELD (1976)
 FD0800
 FD0800                         *CURRENT SURVEY CONTROL
 FD0800  ___________________________________________________________________
 FD0800* NAD 83(1986)-  35 17 07.     (N)    087 24 14.     (W)     SCALED    
 FD0800* NAVD 88     -       275.946  (meters)     905.33   (feet)  ADJUSTED  
 FD0800  ___________________________________________________________________
 FD0800  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD0800  DYNAMIC HT  -         275.684 (meters)     904.47  (feet)  COMP
 FD0800  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 FD0800
 FD0800  VERT ORDER  -  SECOND    CLASS 0
 FD0800
 FD0800.The horizontal coordinates were scaled from a topographic map and have
 FD0800.an estimated accuracy of +/- 6 seconds.
 FD0800
 FD0800.The orthometric height was determined by differential leveling
 FD0800.and adjusted by the National Geodetic Survey in June 1991..
 FD0800
 FD0800.The geoid height was determined by GEOID03.
 FD0800
 FD0800.The dynamic height is computed by dividing the NAVD 88
 FD0800.geopotential number by the normal gravity value computed on the
 FD0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0800.degrees latitude (g = 980.6199 gals.).
 FD0800
 FD0800.The modeled gravity was interpolated from observed gravity values.
 FD0800
 FD0800;                    North         East    Units  Estimated Accuracy
 FD0800;SPC TN       -   106,530.      472,290.      MT  (+/- 180 meters Scaled)
 FD0800
 FD0800                          SUPERSEDED SURVEY CONTROL
 FD0800
 FD0800  NGVD 29 (??/??/92)  275.904  (m)          905.20   (f) ADJ UNCH    2 0
 FD0800
 FD0800.Superseded values are not recommended for survey control.
 FD0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0800.See file dsdata.txt to determine how the superseded data were derived.
 FD0800
 FD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE632047(NAD 83)
 FD0800_MARKER: DD = SURVEY DISK
 FD0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0800_STAMPING: 15 27 1962
 FD0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0800+STABILITY: SURFACE MOTION
 FD0800
 FD0800  HISTORY     - Date     Condition        Report By
 FD0800  HISTORY     - 1962     MONUMENTED       TNHD
 FD0800
 FD0800                          STATION DESCRIPTION
 FD0800
 FD0800'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0800'7 MI W FROM LAWRENCEBURG.
 FD0800'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0800'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 6.9 MILES TO THE
 FD0800'MARK ON THE RIGHT.  THE MARK IS 26 FEET NORTHEAST OF THE CENTERLINE
 FD0800'OF U.S. HIGHWAY 64, 5 FEET SOUTHWEST OF A WIRE FENCE, 72 FEET
 FD0800'NORTHEAST OF A 4-INCH OAK TREE AND 2 FEET SOUTHWEST OF A WITNESS
 FD0800'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0800'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0800'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0801 ***********************************************************************
 FD0801  DESIGNATION -  15 28
 FD0801  PID         -  FD0801
 FD0801  STATE/COUNTY-  TN/LAWRENCE
 FD0801  USGS QUAD   -  DEERFIELD (1976)
 FD0801
 FD0801                         *CURRENT SURVEY CONTROL
 FD0801  ___________________________________________________________________
 FD0801* NAD 83(1986)-  35 16 36.     (N)    087 23 37.     (W)     SCALED    
 FD0801* NAVD 88     -       276.802  (meters)     908.14   (feet)  ADJUSTED  
 FD0801  ___________________________________________________________________
 FD0801  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD0801  DYNAMIC HT  -         276.539 (meters)     907.28  (feet)  COMP
 FD0801  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 FD0801
 FD0801  VERT ORDER  -  SECOND    CLASS 0
 FD0801
 FD0801.The horizontal coordinates were scaled from a topographic map and have
 FD0801.an estimated accuracy of +/- 6 seconds.
 FD0801
 FD0801.The orthometric height was determined by differential leveling
 FD0801.and adjusted by the National Geodetic Survey in June 1991..
 FD0801
 FD0801.The geoid height was determined by GEOID03.
 FD0801
 FD0801.The dynamic height is computed by dividing the NAVD 88
 FD0801.geopotential number by the normal gravity value computed on the
 FD0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0801.degrees latitude (g = 980.6199 gals.).
 FD0801
 FD0801.The modeled gravity was interpolated from observed gravity values.
 FD0801
 FD0801;                    North         East    Units  Estimated Accuracy
 FD0801;SPC TN       -   105,570.      473,210.      MT  (+/- 180 meters Scaled)
 FD0801
 FD0801                          SUPERSEDED SURVEY CONTROL
 FD0801
 FD0801  NGVD 29 (??/??/92)  276.759  (m)          908.00   (f) ADJ UNCH    2 0
 FD0801
 FD0801.Superseded values are not recommended for survey control.
 FD0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0801.See file dsdata.txt to determine how the superseded data were derived.
 FD0801
 FD0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE642037(NAD 83)
 FD0801_MARKER: DD = SURVEY DISK
 FD0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0801_STAMPING: 15 28 1962
 FD0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0801+STABILITY: SURFACE MOTION
 FD0801
 FD0801  HISTORY     - Date     Condition        Report By
 FD0801  HISTORY     - 1962     MONUMENTED       TNHD
 FD0801
 FD0801                          STATION DESCRIPTION
 FD0801
 FD0801'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0801'6 MI W FROM LAWRENCEBURG.
 FD0801'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0801'IN LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 6.0 MILES TO THE
 FD0801'INTERSECTION OF SHOTWELL ROAD ON THE LEFT.  THE MARK IS 23 FEET
 FD0801'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 20 FEET NORTH
 FD0801'OF THE CENTERLINE OF SHOTWELL ROAD, 123 FEET EAST OF THE NORTHEAST
 FD0801'CORNER OF A STORE BUILDING AND 4 FEET WEST OF A WITNESS POST.
 FD0801'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0801'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0801'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0806 ***********************************************************************
 FD0806  DESIGNATION -  15 29 A
 FD0806  PID         -  FD0806
 FD0806  STATE/COUNTY-  TN/LAWRENCE
 FD0806  USGS QUAD   -  DEERFIELD (1976)
 FD0806
 FD0806                         *CURRENT SURVEY CONTROL
 FD0806  ___________________________________________________________________
 FD0806* NAD 83(1986)-  35 15 55.     (N)    087 22 58.     (W)     SCALED    
 FD0806* NAVD 88     -       264.220  (meters)     866.86   (feet)  ADJUSTED  
 FD0806  ___________________________________________________________________
 FD0806  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0806  DYNAMIC HT  -         263.968 (meters)     866.03  (feet)  COMP
 FD0806  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 FD0806
 FD0806  VERT ORDER  -  SECOND    CLASS 0
 FD0806
 FD0806.The horizontal coordinates were scaled from a topographic map and have
 FD0806.an estimated accuracy of +/- 6 seconds.
 FD0806
 FD0806.The orthometric height was determined by differential leveling
 FD0806.and adjusted by the National Geodetic Survey in June 1991..
 FD0806
 FD0806.The geoid height was determined by GEOID03.
 FD0806
 FD0806.The dynamic height is computed by dividing the NAVD 88
 FD0806.geopotential number by the normal gravity value computed on the
 FD0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0806.degrees latitude (g = 980.6199 gals.).
 FD0806
 FD0806.The modeled gravity was interpolated from observed gravity values.
 FD0806
 FD0806;                    North         East    Units  Estimated Accuracy
 FD0806;SPC TN       -   104,290.      474,180.      MT  (+/- 180 meters Scaled)
 FD0806
 FD0806                          SUPERSEDED SURVEY CONTROL
 FD0806
 FD0806  NGVD 29 (??/??/92)  264.177  (m)          866.72   (f) ADJ UNCH    2 0
 FD0806
 FD0806.Superseded values are not recommended for survey control.
 FD0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0806.See file dsdata.txt to determine how the superseded data were derived.
 FD0806
 FD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE651025(NAD 83)
 FD0806_MARKER: DD = SURVEY DISK
 FD0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0806_SP_SET: CONCRETE
 FD0806_STAMPING: 15 29 A 1962
 FD0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0806
 FD0806  HISTORY     - Date     Condition        Report By
 FD0806  HISTORY     - 1962     MONUMENTED       TNHD
 FD0806
 FD0806                          STATION DESCRIPTION
 FD0806
 FD0806'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0806'5 MI W FROM LAWRENCEBURG.
 FD0806'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0806'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 5.0 MILES TO A SMALL
 FD0806'CONCRETE BRIDGE AT A DIP IN THE HIGHWAY.  THE MARK IS 15 FEET
 FD0806'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 70 FEET SOUTHEAST
 FD0806'OF A POWER POLE ON THE NORTH SIDE OF THE HIGHWAY, 55 FEET SOUTHEAST
 FD0806'OF A PAVED DRIVEWAY AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0806'DISK CEMENTED FLUSH, IN A DRILLED HOLE ON TOP OF THE CONCRETE
 FD0806'BASE OF THE SOUTH RAIL AND 3-INCHES EAST OF THE WEST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0808 ***********************************************************************
 FD0808  DESIGNATION -  15 29 B
 FD0808  PID         -  FD0808
 FD0808  STATE/COUNTY-  TN/LAWRENCE
 FD0808  USGS QUAD   -  ETHRIDGE (1988)
 FD0808
 FD0808                         *CURRENT SURVEY CONTROL
 FD0808  ___________________________________________________________________
 FD0808* NAD 83(1986)-  35 15 15.     (N)    087 22 19.     (W)     SCALED    
 FD0808* NAVD 88     -       268.457  (meters)     880.76   (feet)  ADJUSTED  
 FD0808  ___________________________________________________________________
 FD0808  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0808  DYNAMIC HT  -         268.202 (meters)     879.93  (feet)  COMP
 FD0808  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FD0808
 FD0808  VERT ORDER  -  SECOND    CLASS 0
 FD0808
 FD0808.The horizontal coordinates were scaled from a topographic map and have
 FD0808.an estimated accuracy of +/- 6 seconds.
 FD0808
 FD0808.The orthometric height was determined by differential leveling
 FD0808.and adjusted by the National Geodetic Survey in June 1991..
 FD0808
 FD0808.The geoid height was determined by GEOID03.
 FD0808
 FD0808.The dynamic height is computed by dividing the NAVD 88
 FD0808.geopotential number by the normal gravity value computed on the
 FD0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0808.degrees latitude (g = 980.6199 gals.).
 FD0808
 FD0808.The modeled gravity was interpolated from observed gravity values.
 FD0808
 FD0808;                    North         East    Units  Estimated Accuracy
 FD0808;SPC TN       -   103,040.      475,150.      MT  (+/- 180 meters Scaled)
 FD0808
 FD0808                          SUPERSEDED SURVEY CONTROL
 FD0808
 FD0808  NGVD 29 (??/??/92)  268.415  (m)          880.62   (f) ADJ UNCH    2 0
 FD0808
 FD0808.Superseded values are not recommended for survey control.
 FD0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0808.See file dsdata.txt to determine how the superseded data were derived.
 FD0808
 FD0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE661012(NAD 83)
 FD0808_MARKER: DD = SURVEY DISK
 FD0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0808_SP_SET: CULVERT
 FD0808_STAMPING: 15 29 B
 FD0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0808
 FD0808  HISTORY     - Date     Condition        Report By
 FD0808  HISTORY     - UNK      MONUMENTED       TNGS
 FD0808  HISTORY     - 1962     GOOD             TNHD
 FD0808
 FD0808                          STATION DESCRIPTION
 FD0808
 FD0808'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0808'4 MI W FROM LAWRENCEBURG.
 FD0808'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0808'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 3.9 MILES TO THE
 FD0808'MARK ON THE RIGHT.  THE MARK IS 17 FEET NORTHEAST OF THE CENTERLINE
 FD0808'OF U.S. HIGHWAY 64, 85 FEET NORTH OF A POWER POLE AND IS A
 FD0808'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH, IN A
 FD0808'DRILLED HOLE ON TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT
 FD0808'ABOUT 2 FEET BELOW THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0816 ***********************************************************************
 FD0816  DESIGNATION -  15 29 C
 FD0816  PID         -  FD0816
 FD0816  STATE/COUNTY-  TN/LAWRENCE
 FD0816  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0816
 FD0816                         *CURRENT SURVEY CONTROL
 FD0816  ___________________________________________________________________
 FD0816* NAD 83(1986)-  35 14 27.     (N)    087 19 51.     (W)     SCALED    
 FD0816* NAVD 88     -       271.942  (meters)     892.20   (feet)  ADJUSTED  
 FD0816  ___________________________________________________________________
 FD0816  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0816  DYNAMIC HT  -         271.682 (meters)     891.34  (feet)  COMP
 FD0816  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0816
 FD0816  VERT ORDER  -  FIRST     CLASS II
 FD0816
 FD0816.The horizontal coordinates were scaled from a topographic map and have
 FD0816.an estimated accuracy of +/- 6 seconds.
 FD0816
 FD0816.The orthometric height was determined by differential leveling
 FD0816.and adjusted by the National Geodetic Survey in June 1991..
 FD0816
 FD0816.The geoid height was determined by GEOID03.
 FD0816
 FD0816.The dynamic height is computed by dividing the NAVD 88
 FD0816.geopotential number by the normal gravity value computed on the
 FD0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0816.degrees latitude (g = 980.6199 gals.).
 FD0816
 FD0816.The modeled gravity was interpolated from observed gravity values.
 FD0816
 FD0816;                    North         East    Units  Estimated Accuracy
 FD0816;SPC TN       -   101,510.      478,870.      MT  (+/- 180 meters Scaled)
 FD0816
 FD0816                          SUPERSEDED SURVEY CONTROL
 FD0816
 FD0816  NGVD 29 (??/??/92)  271.902  (m)          892.07   (f) ADJ UNCH    1 2
 FD0816
 FD0816.Superseded values are not recommended for survey control.
 FD0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0816.See file dsdata.txt to determine how the superseded data were derived.
 FD0816
 FD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD699998(NAD 83)
 FD0816_MARKER: DD = SURVEY DISK
 FD0816_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FD0816_STAMPING: 15 29 C 1962
 FD0816_MARK LOGO: TNHD  
 FD0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0816+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0816
 FD0816  HISTORY     - Date     Condition        Report By
 FD0816  HISTORY     - 1962     MONUMENTED       TNHD
 FD0816  HISTORY     - 1983     GOOD             NGS
 FD0816  HISTORY     - 20010226 GOOD             TNDT
 FD0816
 FD0816                          STATION DESCRIPTION
 FD0816
 FD0816'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0816'AT LAWRENCEBURG.
 FD0816'AT THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0816'LAWRENCEBURG, 21 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 FD0816'44 FEET EAST OF A POWER POLE AND A STANDARD TENNESSEE HIGHWAY
 FD0816'DEPARTMENT DISK CEMENTED FLUSH, IN A DRILLED HOLE ON TOP OF A
 FD0816'RAISED PORTION OF THE SIDEWALK 3-INCHES SOUTH FROM THE EDGE
 FD0816'OF THE CURB.
 FD0816
 FD0816                          STATION RECOVERY (1983)
 FD0816
 FD0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0816'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. IN
 FD0816'LAWRENCEBURG, AT THE INTERSECTION OF U.S. HIGHWAYS 64 AND 43, A
 FD0816'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF THE SOUTH CURB OF
 FD0816'HIGHWAY 64, 5.8 METERS (19.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY
 FD0816'64, 14.3 METERS (47.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 43,
 FD0816'6.40 METERS (21.0 FT) SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 FD0816'13.0 METERS (42.6 FT) WEST OF A TRAFFIC LIGHT CONTROL POLE, AND
 FD0816'13.41 METERS (44.0 FT) EAST OF A POWER POLE.
 FD0816'THE MARK IS 0.12 M ABOVE HIGHWAY 64.
 FD0816
 FD0816                          STATION RECOVERY (2001)
 FD0816
 FD0816'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0323 ***********************************************************************
 FE0323  DESIGNATION -  15 3
 FE0323  PID         -  FE0323
 FE0323  STATE/COUNTY-  TN/HARDIN
 FE0323  USGS QUAD   -  SAVANNAH (1991)
 FE0323
 FE0323                         *CURRENT SURVEY CONTROL
 FE0323  ___________________________________________________________________
 FE0323* NAD 83(1986)-  35 14 40.     (N)    088 09 40.     (W)     SCALED    
 FE0323* NAVD 88     -       125.684  (meters)     412.35   (feet)  ADJUSTED  
 FE0323  ___________________________________________________________________
 FE0323  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE0323  DYNAMIC HT  -         125.570 (meters)     411.97  (feet)  COMP
 FE0323  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 FE0323
 FE0323  VERT ORDER  -  SECOND    CLASS 0
 FE0323
 FE0323.The horizontal coordinates were scaled from a topographic map and have
 FE0323.an estimated accuracy of +/- 6 seconds.
 FE0323
 FE0323.The orthometric height was determined by differential leveling
 FE0323.and adjusted by the National Geodetic Survey in June 1991..
 FE0323
 FE0323.The geoid height was determined by GEOID03.
 FE0323
 FE0323.The dynamic height is computed by dividing the NAVD 88
 FE0323.geopotential number by the normal gravity value computed on the
 FE0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0323.degrees latitude (g = 980.6199 gals.).
 FE0323
 FE0323.The modeled gravity was interpolated from observed gravity values.
 FE0323
 FE0323;                    North         East    Units  Estimated Accuracy
 FE0323;SPC TN       -   103,260.      403,320.      MT  (+/- 180 meters Scaled)
 FE0323
 FE0323                          SUPERSEDED SURVEY CONTROL
 FE0323
 FE0323  NGVD 29 (??/??/??)  125.700  (m)          412.40   (f) ADJUSTED    2 0
 FE0323
 FE0323.Superseded values are not recommended for survey control.
 FE0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0323.See file dsdata.txt to determine how the superseded data were derived.
 FE0323
 FE0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE943007(NAD 83)
 FE0323_MARKER: DD = SURVEY DISK
 FE0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0323_STAMPING: 15-3 1962
 FE0323_MARK LOGO: TNHD  
 FE0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0323+STABILITY: SURFACE MOTION
 FE0323
 FE0323  HISTORY     - Date     Condition        Report By
 FE0323  HISTORY     - 1962     MONUMENTED       TNHD
 FE0323  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0323
 FE0323                          STATION DESCRIPTION
 FE0323
 FE0323'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0323'5.6 MI E FROM SAVANNAH.
 FE0323'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO EAST ON
 FE0323'U.S. HIGHWAY 64 FOR 5.64 MILES TO THE MARK ON THE LEFT.  THE
 FE0323'MARK IS LOCATED 31 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 FE0323'64, 48 FEET NORTHWEST OF THE NORTHWEST OF HEADWALL OF A 5
 FE0323'FOOT CONCRETE BOX CULVERT, 4.5 FEET EAST OF A POWER POLE AND
 FE0323'2 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0323'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 FE0323'FLUSH WITH THE GROUND.
 FE0323
 FE0323                          STATION RECOVERY (1972)
 FE0323
 FE0323'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1755 ***********************************************************************
 GA1755  DESIGNATION -  15 44 7
 GA1755  PID         -  GA1755
 GA1755  STATE/COUNTY-  TN/COCKE
 GA1755  USGS QUAD   -  RANKIN (1980)
 GA1755
 GA1755                         *CURRENT SURVEY CONTROL
 GA1755  ___________________________________________________________________
 GA1755* NAD 83(1986)-  36 03 23.     (N)    083 13 12.     (W)     SCALED    
 GA1755* NAVD 88     -       306.221  (meters)    1004.66   (feet)  ADJUSTED  
 GA1755  ___________________________________________________________________
 GA1755  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1755  DYNAMIC HT  -         305.935 (meters)    1003.72  (feet)  COMP
 GA1755  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 GA1755
 GA1755  VERT ORDER  -  FIRST     CLASS I
 GA1755
 GA1755.The horizontal coordinates were scaled from a topographic map and have
 GA1755.an estimated accuracy of +/- 6 seconds.
 GA1755
 GA1755.The orthometric height was determined by differential leveling
 GA1755.and adjusted by the National Geodetic Survey in June 1991..
 GA1755
 GA1755.The geoid height was determined by GEOID03.
 GA1755
 GA1755.The dynamic height is computed by dividing the NAVD 88
 GA1755.geopotential number by the normal gravity value computed on the
 GA1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1755.degrees latitude (g = 980.6199 gals.).
 GA1755
 GA1755.The modeled gravity was interpolated from observed gravity values.
 GA1755
 GA1755;                    North         East    Units  Estimated Accuracy
 GA1755;SPC TN       -   194,730.      850,430.      MT  (+/- 180 meters Scaled)
 GA1755
 GA1755                          SUPERSEDED SURVEY CONTROL
 GA1755
 GA1755  NGVD 29 (??/??/92)  306.364  (m)         1005.13   (f) ADJ UNCH    1 1
 GA1755
 GA1755.Superseded values are not recommended for survey control.
 GA1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1755.See file dsdata.txt to determine how the superseded data were derived.
 GA1755
 GA1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV000924(NAD 83)
 GA1755_MARKER: DD = SURVEY DISK
 GA1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1755_STAMPING: 15 44 7
 GA1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1755+STABILITY: SURFACE MOTION
 GA1755
 GA1755  HISTORY     - Date     Condition        Report By
 GA1755  HISTORY     - UNK      MONUMENTED       TNDG
 GA1755  HISTORY     - 1967     GOOD             NGS
 GA1755
 GA1755                          STATION DESCRIPTION
 GA1755
 GA1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1755'5.7 MI SE FROM WHITE PINE.
 GA1755'ABOUT 5.7 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1755'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 0.4 MILE NORTHWEST
 GA1755'OF MILEPOST 213, 0.1 MILE NORTHWEST OF THE RESIDENCE OF MR.
 GA1755'ROBEY E. GRUBB, 113 FEET EAST OF A SWITCH SIGNAL LIGHT, 85 1/2
 GA1755'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 70 FEET
 GA1755'NORTH OF A TELEPHONE POLE, 1.4 FEET SOUTHWEST OF A METAL WITNESS
 GA1755'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, A TENNESSEE
 GA1755'DIVISION OF GEOLOGY DISK SET IN THE TOP OF A CONCRETE POST
 GA1755'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1747 ***********************************************************************
 GA1747  DESIGNATION -  15 45 4
 GA1747  PID         -  GA1747
 GA1747  STATE/COUNTY-  TN/COCKE
 GA1747  USGS QUAD   -  RANKIN (1980)
 GA1747
 GA1747                         *CURRENT SURVEY CONTROL
 GA1747  ___________________________________________________________________
 GA1747* NAD 83(1986)-  36 01 25.     (N)    083 12 26.     (W)     SCALED    
 GA1747* NAVD 88     -       313.014  (meters)    1026.95   (feet)  ADJUSTED  
 GA1747  ___________________________________________________________________
 GA1747  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA1747  DYNAMIC HT  -         312.720 (meters)    1025.98  (feet)  COMP
 GA1747  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 GA1747
 GA1747  VERT ORDER  -  FIRST     CLASS I
 GA1747
 GA1747.The horizontal coordinates were scaled from a topographic map and have
 GA1747.an estimated accuracy of +/- 6 seconds.
 GA1747
 GA1747.The orthometric height was determined by differential leveling
 GA1747.and adjusted by the National Geodetic Survey in June 1991..
 GA1747
 GA1747.The geoid height was determined by GEOID03.
 GA1747
 GA1747.The dynamic height is computed by dividing the NAVD 88
 GA1747.geopotential number by the normal gravity value computed on the
 GA1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1747.degrees latitude (g = 980.6199 gals.).
 GA1747
 GA1747.The modeled gravity was interpolated from observed gravity values.
 GA1747
 GA1747;                    North         East    Units  Estimated Accuracy
 GA1747;SPC TN       -   191,130.      851,690.      MT  (+/- 180 meters Scaled)
 GA1747
 GA1747                          SUPERSEDED SURVEY CONTROL
 GA1747
 GA1747  NGVD 29 (??/??/92)  313.157  (m)         1027.42   (f) ADJ UNCH    1 1
 GA1747
 GA1747.Superseded values are not recommended for survey control.
 GA1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1747.See file dsdata.txt to determine how the superseded data were derived.
 GA1747
 GA1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV011888(NAD 83)
 GA1747_MARKER: DD = SURVEY DISK
 GA1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1747_STAMPING: 15 45 4
 GA1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1747+STABILITY: SURFACE MOTION
 GA1747
 GA1747  HISTORY     - Date     Condition        Report By
 GA1747  HISTORY     - UNK      MONUMENTED       TNDG
 GA1747  HISTORY     - 1967     GOOD             NGS
 GA1747
 GA1747                          STATION DESCRIPTION
 GA1747
 GA1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1747'4.4 MI N FROM NEWPORT.
 GA1747'ABOUT 4.15 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY
 GA1747'RAILROAD FROM THE STATION AT NEWPORT, THENCE 0.3 MILE NORTHWEST
 GA1747'ALONG AN OLD PAVED ROAD, 0.45 MILE NORTHWEST OF A BUILDING
 GA1747'WHICH IS OCCUPIED BY THE SONOCO PAPER COMPANY, 145 YARDS SOUTHEAST
 GA1747'OF THE JUNCTION OF PAVED ROADS, 100 FEET NORTHEAST OF THE
 GA1747'CENTERLINE OF A PAVED ROAD, 28 FEET SOUTHWEST OF THE CENTERLINE
 GA1747'OF THE OLDER PAVED ROAD, 31 FEET SOUTHEAST OF POWER POLE NUMBER
 GA1747'106, 14 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST
 GA1747'FOR THE HIGHWAY, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 GA1747'ABOUT LEVEL WITH THE PAVED ROADS, AND SET IN THE TOP OF A
 GA1747'CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0331 ***********************************************************************
 FE0331  DESIGNATION -  15 5
 FE0331  PID         -  FE0331
 FE0331  STATE/COUNTY-  TN/HARDIN
 FE0331  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0331
 FE0331                         *CURRENT SURVEY CONTROL
 FE0331  ___________________________________________________________________
 FE0331* NAD 83(1986)-  35 14 45.     (N)    088 05 32.     (W)     SCALED    
 FE0331* NAVD 88     -       155.553  (meters)     510.34   (feet)  ADJUSTED  
 FE0331  ___________________________________________________________________
 FE0331  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0331  DYNAMIC HT  -         155.410 (meters)     509.87  (feet)  COMP
 FE0331  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 FE0331
 FE0331  VERT ORDER  -  SECOND    CLASS 0
 FE0331
 FE0331.The horizontal coordinates were scaled from a topographic map and have
 FE0331.an estimated accuracy of +/- 6 seconds.
 FE0331
 FE0331.The orthometric height was determined by differential leveling
 FE0331.and adjusted by the National Geodetic Survey in June 1991..
 FE0331
 FE0331.The geoid height was determined by GEOID03.
 FE0331
 FE0331.The dynamic height is computed by dividing the NAVD 88
 FE0331.geopotential number by the normal gravity value computed on the
 FE0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0331.degrees latitude (g = 980.6199 gals.).
 FE0331
 FE0331.The modeled gravity was interpolated from observed gravity values.
 FE0331
 FE0331;                    North         East    Units  Estimated Accuracy
 FE0331;SPC TN       -   103,280.      409,590.      MT  (+/- 180 meters Scaled)
 FE0331
 FE0331                          SUPERSEDED SURVEY CONTROL
 FE0331
 FE0331  NGVD 29 (??/??/??)  155.567  (m)          510.39   (f) ADJUSTED    2 0
 FE0331
 FE0331.Superseded values are not recommended for survey control.
 FE0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0331.See file dsdata.txt to determine how the superseded data were derived.
 FE0331
 FE0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE006008(NAD 83)
 FE0331_MARKER: DD = SURVEY DISK
 FE0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0331_STAMPING: 15-5 1962
 FE0331_MARK LOGO: TNHD  
 FE0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0331+STABILITY: SURFACE MOTION
 FE0331
 FE0331  HISTORY     - Date     Condition        Report By
 FE0331  HISTORY     - 1962     MONUMENTED       TNHD
 FE0331  HISTORY     - 1972     GOOD             TVA
 FE0331
 FE0331                          STATION DESCRIPTION
 FE0331
 FE0331'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0331'4.2 MI W FROM OLIVE HILL.
 FE0331'FROM OLIVE HILL, HARDIN COUNTY, GO WEST ON U.S. HIGHWAY 64
 FE0331'FOR 4.20 MILES TO A TRACK ROAD LEFT.  TURN LEFT FOR 0.05 MILE
 FE0331'TO THE MARK ON THE LEFT NEAR AN OLD ABANDONED HOUSE.  THE
 FE0331'MARK IS LOCATED 15.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 FE0331'TRACK ROAD, 17.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE0331'SMALL ABANDONED FRAME HOUSE, 2.6 FEET EAST OF A POWER POLE
 FE0331'AND 2.7 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FE0331'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FE0331'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- MONUMENT
 FE0331'IS 30 FT N FROM SMALL BRANCH 300 PLUS OR MINUS S FROM HWY OLD
 FE0331'HOUSE AND POWER POLE DESCRIBED HAVE BEEN REMOVED.  E 58 FT TO 24
 FE0331'IN WALNUT, N 73.8 TO FENCE COR. W 29.5 TO FENCE COR.
 FE0331
 FE0331                          STATION RECOVERY (1972)
 FE0331
 FE0331'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0339 ***********************************************************************
 FE0339  DESIGNATION -  15 6
 FE0339  PID         -  FE0339
 FE0339  STATE/COUNTY-  TN/HARDIN
 FE0339  USGS QUAD   -  OLIVEHILL (1972)
 FE0339
 FE0339                         *CURRENT SURVEY CONTROL
 FE0339  ___________________________________________________________________
 FE0339* NAD 83(1986)-  35 15 33.     (N)    088 03 54.     (W)     SCALED    
 FE0339* NAVD 88     -       155.518  (meters)     510.23   (feet)  ADJUSTED  
 FE0339  ___________________________________________________________________
 FE0339  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0339  DYNAMIC HT  -         155.374 (meters)     509.76  (feet)  COMP
 FE0339  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 FE0339
 FE0339  VERT ORDER  -  SECOND    CLASS 0
 FE0339
 FE0339.The horizontal coordinates were scaled from a topographic map and have
 FE0339.an estimated accuracy of +/- 6 seconds.
 FE0339
 FE0339.The orthometric height was determined by differential leveling
 FE0339.and adjusted by the National Geodetic Survey in June 1991..
 FE0339
 FE0339.The geoid height was determined by GEOID03.
 FE0339
 FE0339.The dynamic height is computed by dividing the NAVD 88
 FE0339.geopotential number by the normal gravity value computed on the
 FE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0339.degrees latitude (g = 980.6199 gals.).
 FE0339
 FE0339.The modeled gravity was interpolated from observed gravity values.
 FE0339
 FE0339;                    North         East    Units  Estimated Accuracy
 FE0339;SPC TN       -   104,700.      412,100.      MT  (+/- 180 meters Scaled)
 FE0339
 FE0339                          SUPERSEDED SURVEY CONTROL
 FE0339
 FE0339  NGVD 29 (??/??/??)  155.523  (m)          510.25   (f) ADJUSTED    2 0
 FE0339
 FE0339.Superseded values are not recommended for survey control.
 FE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0339.See file dsdata.txt to determine how the superseded data were derived.
 FE0339
 FE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE031023(NAD 83)
 FE0339_MARKER: DD = SURVEY DISK
 FE0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0339_STAMPING: 15-6 1962
 FE0339_MARK LOGO: TNHD  
 FE0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0339+STABILITY: SURFACE MOTION
 FE0339
 FE0339  HISTORY     - Date     Condition        Report By
 FE0339  HISTORY     - 1962     MONUMENTED       TNHD
 FE0339
 FE0339                          STATION DESCRIPTION
 FE0339
 FE0339'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0339'2.2 MI W FROM OLIVE HILL.
 FE0339'FROM OLIVE HILL, HARDIN COUNTY, GO WEST ON U.S. HIGHWAY 64
 FE0339'FOR 2.27 MILES TO A SMALL CREEK.  THE MARK IS LOCATED APPROX.
 FE0339'30 PACES NORTH OF THE CENTERLINE U.S. HIGHWAY 64, 27.5 FEET
 FE0339'NORTHWEST OF A TRIPLE TRUNK SYCAMORE TREE, 79 FEET SOUTHEAST
 FE0339'OF A 30-INCH CEDAR TREE, 9 FEET NORTHEAST OF THE NORTHEAST
 FE0339'BANK OF A SMALL CREEK AND 1.8 FEET WEST OF A WITNESS POST.
 FE0339'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0339'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0339'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0351 ***********************************************************************
 FE0351  DESIGNATION -  15 7
 FE0351  PID         -  FE0351
 FE0351  STATE/COUNTY-  TN/HARDIN
 FE0351  USGS QUAD   -  OLIVEHILL (1972)
 FE0351
 FE0351                         *CURRENT SURVEY CONTROL
 FE0351  ___________________________________________________________________
 FE0351* NAD 83(1986)-  35 16 35.     (N)    088 01 21.     (W)     SCALED    
 FE0351* NAVD 88     -       143.746  (meters)     471.61   (feet)  ADJUSTED  
 FE0351  ___________________________________________________________________
 FE0351  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0351  DYNAMIC HT  -         143.613 (meters)     471.17  (feet)  COMP
 FE0351  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 FE0351
 FE0351  VERT ORDER  -  SECOND    CLASS 0
 FE0351
 FE0351.The horizontal coordinates were scaled from a topographic map and have
 FE0351.an estimated accuracy of +/- 6 seconds.
 FE0351
 FE0351.The orthometric height was determined by differential leveling
 FE0351.and adjusted by the National Geodetic Survey in June 1991..
 FE0351
 FE0351.The geoid height was determined by GEOID03.
 FE0351
 FE0351.The dynamic height is computed by dividing the NAVD 88
 FE0351.geopotential number by the normal gravity value computed on the
 FE0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0351.degrees latitude (g = 980.6199 gals.).
 FE0351
 FE0351.The modeled gravity was interpolated from observed gravity values.
 FE0351
 FE0351;                    North         East    Units  Estimated Accuracy
 FE0351;SPC TN       -   106,530.      416,010.      MT  (+/- 180 meters Scaled)
 FE0351
 FE0351                          SUPERSEDED SURVEY CONTROL
 FE0351
 FE0351  NGVD 29 (??/??/??)  143.752  (m)          471.63   (f) ADJUSTED    2 0
 FE0351
 FE0351.Superseded values are not recommended for survey control.
 FE0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0351.See file dsdata.txt to determine how the superseded data were derived.
 FE0351
 FE0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE070041(NAD 83)
 FE0351_MARKER: DD = SURVEY DISK
 FE0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0351_STAMPING: 15-7 1962
 FE0351_MARK LOGO: TNHD  
 FE0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0351+STABILITY: SURFACE MOTION
 FE0351
 FE0351  HISTORY     - Date     Condition        Report By
 FE0351  HISTORY     - 1962     MONUMENTED       TNHD
 FE0351
 FE0351                          STATION DESCRIPTION
 FE0351
 FE0351'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0351'0.6 MI E FROM OLIVE HILL.
 FE0351'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FE0351'0.62 MILE TO THE MARK ON THE LEFT NEAR AN ARCH BRIDGE OVER
 FE0351'INDIAN CREEK.  THE MARK IS LOCATED 63 FEET NORTHWEST OF THE
 FE0351'CENTERLINE OF U.S. HIGHWAY 64, 292 FEET SOUTHWEST OF THE SOUTHWEST
 FE0351'WING WALL OF THE ARCH BRIDGE OVER INDIAN CREEK, AND 2 FEET
 FE0351'EAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0351'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0351'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0352 ***********************************************************************
 FE0352  DESIGNATION -  15 8
 FE0352  PID         -  FE0352
 FE0352  STATE/COUNTY-  TN/HARDIN
 FE0352  USGS QUAD   -  OLIVEHILL (1972)
 FE0352
 FE0352                         *CURRENT SURVEY CONTROL
 FE0352  ___________________________________________________________________
 FE0352* NAD 83(1986)-  35 16 42.     (N)    088 00 15.     (W)     SCALED    
 FE0352* NAVD 88     -       140.685  (meters)     461.56   (feet)  ADJUSTED  
 FE0352  ___________________________________________________________________
 FE0352  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE0352  DYNAMIC HT  -         140.555 (meters)     461.14  (feet)  COMP
 FE0352  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FE0352
 FE0352  VERT ORDER  -  SECOND    CLASS 0
 FE0352
 FE0352.The horizontal coordinates were scaled from a topographic map and have
 FE0352.an estimated accuracy of +/- 6 seconds.
 FE0352
 FE0352.The orthometric height was determined by differential leveling
 FE0352.and adjusted by the National Geodetic Survey in June 1991..
 FE0352
 FE0352.The geoid height was determined by GEOID03.
 FE0352
 FE0352.The dynamic height is computed by dividing the NAVD 88
 FE0352.geopotential number by the normal gravity value computed on the
 FE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0352.degrees latitude (g = 980.6199 gals.).
 FE0352
 FE0352.The modeled gravity was interpolated from observed gravity values.
 FE0352
 FE0352;                    North         East    Units  Estimated Accuracy
 FE0352;SPC TN       -   106,720.      417,680.      MT  (+/- 180 meters Scaled)
 FE0352
 FE0352                          SUPERSEDED SURVEY CONTROL
 FE0352
 FE0352  NGVD 29 (??/??/??)  140.692  (m)          461.59   (f) ADJUSTED    2 0
 FE0352
 FE0352.Superseded values are not recommended for survey control.
 FE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0352.See file dsdata.txt to determine how the superseded data were derived.
 FE0352
 FE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE086043(NAD 83)
 FE0352_MARKER: DD = SURVEY DISK
 FE0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0352_STAMPING: 15-8 1962
 FE0352_MARK LOGO: TNHD  
 FE0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0352+STABILITY: SURFACE MOTION
 FE0352
 FE0352  HISTORY     - Date     Condition        Report By
 FE0352  HISTORY     - 1962     MONUMENTED       TNHD
 FE0352
 FE0352                          STATION DESCRIPTION
 FE0352
 FE0352'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0352'1.7 MI E FROM OLIVE HILL.
 FE0352'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64
 FE0352'FOR 1.70 MILES TO A GRAVELED ROAD RIGHT.  TURH RIGHT ON THE
 FE0352'GRAVELED ROAD FOR 0.07 MILE TO THE MARK ON THE LEFT NEAR A PIPE
 FE0352'LINE.  THE MARK IS 14 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE0352'ROAD, 2 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT NORTHWEST OF
 FE0352'A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0352'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FE0352'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0954 ***********************************************************************
 FD0954  DESIGNATION -  15 9
 FD0954  PID         -  FD0954
 FD0954  STATE/COUNTY-  TN/WAYNE
 FD0954  USGS QUAD   -  EAGLE CREEK (1972)
 FD0954
 FD0954                         *CURRENT SURVEY CONTROL
 FD0954  ___________________________________________________________________
 FD0954* NAD 83(1986)-  35 17 19.     (N)    087 58 49.     (W)     SCALED    
 FD0954* NAVD 88     -       161.942  (meters)     531.30   (feet)  ADJUSTED  
 FD0954  ___________________________________________________________________
 FD0954  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0954  DYNAMIC HT  -         161.791 (meters)     530.81  (feet)  COMP
 FD0954  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 FD0954
 FD0954  VERT ORDER  -  SECOND    CLASS 0
 FD0954
 FD0954.The horizontal coordinates were scaled from a topographic map and have
 FD0954.an estimated accuracy of +/- 6 seconds.
 FD0954
 FD0954.The orthometric height was determined by differential leveling
 FD0954.and adjusted by the National Geodetic Survey in June 1991..
 FD0954
 FD0954.The geoid height was determined by GEOID03.
 FD0954
 FD0954.The dynamic height is computed by dividing the NAVD 88
 FD0954.geopotential number by the normal gravity value computed on the
 FD0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0954.degrees latitude (g = 980.6199 gals.).
 FD0954
 FD0954.The modeled gravity was interpolated from observed gravity values.
 FD0954
 FD0954;                    North         East    Units  Estimated Accuracy
 FD0954;SPC TN       -   107,810.      419,880.      MT  (+/- 180 meters Scaled)
 FD0954
 FD0954                          SUPERSEDED SURVEY CONTROL
 FD0954
 FD0954  NGVD 29 (??/??/92)  161.948  (m)          531.32   (f) ADJ UNCH    2 0
 FD0954
 FD0954.Superseded values are not recommended for survey control.
 FD0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0954.See file dsdata.txt to determine how the superseded data were derived.
 FD0954
 FD0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE108054(NAD 83)
 FD0954_MARKER: DD = SURVEY DISK
 FD0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0954_SP_SET: CULVERT
 FD0954_STAMPING: 15-9 1962
 FD0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0954
 FD0954  HISTORY     - Date     Condition        Report By
 FD0954  HISTORY     - 1962     MONUMENTED       TNHD
 FD0954
 FD0954                          STATION DESCRIPTION
 FD0954
 FD0954'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0954'3.5 MI E FROM OLIVE HILL.
 FD0954'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0954'3.45 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A STANDARD
 FD0954'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH, IN A DRILLED
 FD0954'HOLE IN THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 4 FOOT
 FD0954'CONCRETE BOX CULVERT NEAR THE HARDIN-WAYNE COUNTY LINE AND 27
 FD0954'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0420 ***********************************************************************
 GC0420  DESIGNATION -  15.0
 GC0420  PID         -  GC0420
 GC0420  STATE/COUNTY-  TN/RUTHERFORD
 GC0420  USGS QUAD   -  LA VERGNE (1983)
 GC0420
 GC0420                         *CURRENT SURVEY CONTROL
 GC0420  ___________________________________________________________________
 GC0420* NAD 83(1986)-  36 01 19.     (N)    086 35 32.     (W)     SCALED    
 GC0420* NAVD 88     -       169.637  (meters)     556.55   (feet)  ADJUSTED  
 GC0420  ___________________________________________________________________
 GC0420  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0420  DYNAMIC HT  -         169.490 (meters)     556.07  (feet)  COMP
 GC0420  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 GC0420
 GC0420  VERT ORDER  -  FIRST     CLASS II
 GC0420
 GC0420.The horizontal coordinates were scaled from a topographic map and have
 GC0420.an estimated accuracy of +/- 6 seconds.
 GC0420
 GC0420.The orthometric height was determined by differential leveling
 GC0420.and adjusted by the National Geodetic Survey in June 1991..
 GC0420
 GC0420.The geoid height was determined by GEOID03.
 GC0420
 GC0420.The dynamic height is computed by dividing the NAVD 88
 GC0420.geopotential number by the normal gravity value computed on the
 GC0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0420.degrees latitude (g = 980.6199 gals.).
 GC0420
 GC0420.The modeled gravity was interpolated from observed gravity values.
 GC0420
 GC0420;                    North         East    Units  Estimated Accuracy
 GC0420;SPC TN       -   187,510.      546,620.      MT  (+/- 180 meters Scaled)
 GC0420
 GC0420                          SUPERSEDED SURVEY CONTROL
 GC0420
 GC0420  NGVD 29 (??/??/92)  169.657  (m)          556.62   (f) ADJ UNCH    1 2
 GC0420
 GC0420.Superseded values are not recommended for survey control.
 GC0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0420.See file dsdata.txt to determine how the superseded data were derived.
 GC0420
 GC0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE367864(NAD 83)
 GC0420_MARKER: B = BOLT
 GC0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0420_SP_SET: BRIDGE
 GC0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0420
 GC0420  HISTORY     - Date     Condition        Report By
 GC0420  HISTORY     - UNK      MONUMENTED       NCRR
 GC0420  HISTORY     - 1949     GOOD             NGS
 GC0420
 GC0420                          STATION DESCRIPTION
 GC0420
 GC0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0420'0.8 MI W FROM LA VERGNE.
 GC0420'0.75 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0420'RAILWAY FROM THE STATION AT LA VERGNE, THE TOP OF THE WEST BOLT
 GC0420'HEAD IN THE NORTH BALAST RAILING OF RAILWAY BRIDGE NO. 15.0
 GC0420'OVER HURRICAN CREEK, 58 FEET SOUTHEAST OF THE RUTHERFORD-DAVIDSON
 GC0420'COUNTY LINE POST, 3 1/2 FEET NORTH OF THE NORTH RAIL AND ABOUT
 GC0420'1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2653 ***********************************************************************
 AJ2653  DESIGNATION -  150
 AJ2653  PID         -  AJ2653
 AJ2653  STATE/COUNTY-  TN/SHELBY
 AJ2653  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2653
 AJ2653                         *CURRENT SURVEY CONTROL
 AJ2653  ___________________________________________________________________
 AJ2653* NAD 83(1995)-  35 01 15.15425(N)    089 57 15.43511(W)     ADJUSTED  
 AJ2653* NAVD 88     -       110.61   (meters)     362.9    (feet)  LEVELING  
 AJ2653  ___________________________________________________________________
 AJ2653  X           -       4,172.001 (meters)                     COMP
 AJ2653  Y           -  -5,229,164.560 (meters)                     COMP
 AJ2653  Z           -   3,639,811.591 (meters)                     COMP
 AJ2653  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AJ2653  ELLIP HEIGHT-          83.21  (meters)          (04/26/01) GPS OBS
 AJ2653  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ2653
 AJ2653  HORZ ORDER  -  FIRST
 AJ2653  VERT ORDER  -  THIRD ?
 AJ2653  ELLP ORDER  -  FOURTH    CLASS I
 AJ2653
 AJ2653.The horizontal coordinates were established by GPS observations
 AJ2653.and adjusted by the National Geodetic Survey in April 2001..
 AJ2653
 AJ2653.The orthometric height was determined by differential leveling.
 AJ2653.The vertical network tie was performed by a horz. field party for horz.
 AJ2653.obs reductions. Reset procedures were used to establish the elevation.
 AJ2653
 AJ2653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2653
 AJ2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2653
 AJ2653.The ellipsoidal height was determined by GPS observations
 AJ2653.and is referenced to NAD 83.
 AJ2653
 AJ2653.The geoid height was determined by GEOID03.
 AJ2653
 AJ2653;                    North         East     Units Scale Factor Converg.
 AJ2653;SPC TN       -    83,574.343   239,192.780   MT  1.00004833   -2 18 54.0
 AJ2653;SPC TN       -   274,193.49    784,751.65   sFT  1.00004833   -2 18 54.0
 AJ2653;UTM  16      - 3,879,348.353   230,443.762   MT  1.00049561   -1 41 47.1
 AJ2653;UTM  15      - 3,879,599.320   777,900.729   MT  1.00055192   +1 44 56.3
 AJ2653
 AJ2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2653!SPC TN       -   0.99998694  x   1.00004833  =   1.00003527
 AJ2653!UTM  16      -   0.99998694  x   1.00049561  =   1.00048254
 AJ2653!UTM  15      -   0.99998694  x   1.00055192  =   1.00053885
 AJ2653
 AJ2653                          SUPERSEDED SURVEY CONTROL
 AJ2653
 AJ2653.No superseded survey control is available for this station.
 AJ2653
 AJ2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3044479348(NAD 83)
 AJ2653_MARKER: DD = SURVEY DISK
 AJ2653_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2653+WITH SETTING: INFORMATION.
 AJ2653_STAMPING: 150
 AJ2653_MARK LOGO: MLGW  
 AJ2653_PROJECTION: FLUSH
 AJ2653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2653+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2653_ROD/PIPE-DEPTH:  0.8 meters
 AJ2653
 AJ2653  HISTORY     - Date     Condition        Report By
 AJ2653  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2653
 AJ2653                          STATION DESCRIPTION
 AJ2653
 AJ2653'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2653'THE STATION IS LOCATED IN SOUTH CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2653'1.00 MILE (1.61 KM) EAST OF THE MEMPHIS INTERNATIONAL AIRPORT.
 AJ2653'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE AND
 AJ2653'TCHULAHOMA ROAD PROCEED EAST ON SHELBY DRIVE FOR APPROXIMATELY 100.00
 AJ2653'FEET (30.48 M) TO THE STATION ON THE LEFT.
 AJ2653'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2653'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2653'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHEAST CORNER
 AJ2653'OF SHELBY DRIVE AND TCHULAHOMA ROAD, 36.00 FEET (10.97 M) EAST OF THE
 AJ2653'EAST CURB LINE OF TCHULAHOMA ROAD, 34.00 FEET (10.36 M) WEST OF A
 AJ2653'POWER POLE NO 170877, 2.50 FEET (0.76 M) NORTH OF THE NORTH CURB LINE
 AJ2653'OF SHELBY DRIVE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2826 ***********************************************************************
 FE2826  DESIGNATION -  151
 FE2826  PID         -  FE2826
 FE2826  STATE/COUNTY-  TN/SHELBY
 FE2826  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2826
 FE2826                         *CURRENT SURVEY CONTROL
 FE2826  ___________________________________________________________________
 FE2826* NAD 83(1995)-  35 01 16.23578(N)    089 59 19.83103(W)     ADJUSTED  
 FE2826* NAVD 88     -        92.386  (meters)     303.10   (feet)  ADJUSTED  
 FE2826  ___________________________________________________________________
 FE2826  X           -       1,018.346 (meters)                     COMP
 FE2826  Y           -  -5,229,132.102 (meters)                     COMP
 FE2826  Z           -   3,639,828.448 (meters)                     COMP
 FE2826  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2826  ELLIP HEIGHT-          65.02  (meters)          (04/26/01) GPS OBS
 FE2826  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2826  DYNAMIC HT  -          92.300 (meters)     302.82  (feet)  COMP
 FE2826  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FE2826
 FE2826  HORZ ORDER  -  FIRST
 FE2826  VERT ORDER  -  FIRST     CLASS II
 FE2826  ELLP ORDER  -  FOURTH    CLASS I
 FE2826
 FE2826.The horizontal coordinates were established by GPS observations
 FE2826.and adjusted by the National Geodetic Survey in April 2001..
 FE2826
 FE2826.The orthometric height was determined by differential leveling
 FE2826.and adjusted by the National Geodetic Survey in August 1995..
 FE2826
 FE2826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2826
 FE2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2826
 FE2826.The ellipsoidal height was determined by GPS observations
 FE2826.and is referenced to NAD 83.
 FE2826
 FE2826.The geoid height was determined by GEOID03.
 FE2826
 FE2826.The dynamic height is computed by dividing the NAVD 88
 FE2826.geopotential number by the normal gravity value computed on the
 FE2826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2826.degrees latitude (g = 980.6199 gals.).
 FE2826
 FE2826.The modeled gravity was interpolated from observed gravity values.
 FE2826
 FE2826;                    North         East     Units Scale Factor Converg.
 FE2826;SPC TN       -    83,735.594   236,042.974   MT  1.00004826   -2 20 06.8
 FE2826;SPC TN       -   274,722.53    774,417.66   sFT  1.00004826   -2 20 06.8
 FE2826;UTM  16      - 3,879,475.637   227,290.955   MT  1.00051668   -1 42 58.7
 FE2826;UTM  15      - 3,879,536.896   774,745.861   MT  1.00053043   +1 43 44.8
 FE2826
 FE2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2826!SPC TN       -   0.99998979  x   1.00004826  =   1.00003805
 FE2826!UTM  16      -   0.99998979  x   1.00051668  =   1.00050647
 FE2826!UTM  15      -   0.99998979  x   1.00053043  =   1.00052022
 FE2826
 FE2826                          SUPERSEDED SURVEY CONTROL
 FE2826
 FE2826  NAVD 88 (03/28/02)   92.39   (m)          303.1    (f) LEVELING    3  
 FE2826
 FE2826.Superseded values are not recommended for survey control.
 FE2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2826.See file dsdata.txt to determine how the superseded data were derived.
 FE2826
 FE2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2729179476(NAD 83)
 FE2826_MARKER: DD = SURVEY DISK
 FE2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2826_SP_SET: CONCRETE POST
 FE2826_STAMPING: 151
 FE2826_MARK LOGO: MLGW  
 FE2826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2826+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1999
 FE2826
 FE2826  HISTORY     - Date     Condition        Report By
 FE2826  HISTORY     - 1993     MONUMENTED       MLGW
 FE2826  HISTORY     - 19920116 GOOD             NGS
 FE2826  HISTORY     - 19990115 GOOD             TN1620
 FE2826  HISTORY     - 20020411 MARK NOT FOUND   USACE
 FE2826
 FE2826                          STATION DESCRIPTION
 FE2826
 FE2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2826'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FE2826'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 9.1 KM (5.65 MI) EAST
 FE2826'ALONG COUNTY ROAD 175 (SHELBY DRIVE), 74.5 M (244.4 FT) EAST OF THE
 FE2826'CENTERLINE OF THE NORTHBOUND LANES OF AIRWAYS ROAD, 41.6 M
 FE2826'(136.5 FT) WEST OF A UTILITY LIGHT POLE, 26.0 M (85.3 FT)
 FE2826'EAST-SOUTHEAST OF A GAS PIPELINE VENT, 8.8 M (28.9 FT) NORTH OF THE
 FE2826'CENTERLINE OF THE WESTBOUND LANES OF THE COUNTY ROAD, 1.4 M (4.6 FT)
 FE2826'NORTH OF THE NORTH CURB OF THE ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 FE2826'THE ROAD, NEAR THE CENTER OF 3 WITNESS POSTS, AND THE MONUMENT IS
 FE2826'FLUSH WITH THE GROUND SURFACE.
 FE2826
 FE2826                          STATION RECOVERY (1999)
 FE2826
 FE2826'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FE2826'RECOVERED AS DESCRIBED.
 FE2826
 FE2826                          STATION RECOVERY (2002)
 FE2826
 FE2826'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2826'SUSPECTED DESTROYED DUE TO NEW PAVEMENT AND OR CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1758 ***********************************************************************
 FB1758  DESIGNATION -  1518
 FB1758  PID         -  FB1758
 FB1758  STATE/COUNTY-  TN/BLOUNT
 FB1758  USGS QUAD   -  MARYVILLE (1979)
 FB1758
 FB1758                         *CURRENT SURVEY CONTROL
 FB1758  ___________________________________________________________________
 FB1758* NAD 83(1986)-  35 50 23.     (N)    083 57 07.     (W)     SCALED    
 FB1758* NAVD 88     -       264.141  (meters)     866.60   (feet)  ADJUSTED  
 FB1758  ___________________________________________________________________
 FB1758  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FB1758  DYNAMIC HT  -         263.894 (meters)     865.79  (feet)  COMP
 FB1758  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FB1758
 FB1758  VERT ORDER  -  FIRST     CLASS II
 FB1758
 FB1758.The horizontal coordinates were scaled from a topographic map and have
 FB1758.an estimated accuracy of +/- 6 seconds.
 FB1758
 FB1758.The orthometric height was determined by differential leveling
 FB1758.and adjusted by the National Geodetic Survey in June 1991..
 FB1758
 FB1758.The geoid height was determined by GEOID03.
 FB1758
 FB1758.The dynamic height is computed by dividing the NAVD 88
 FB1758.geopotential number by the normal gravity value computed on the
 FB1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1758.degrees latitude (g = 980.6199 gals.).
 FB1758
 FB1758.The modeled gravity was interpolated from observed gravity values.
 FB1758
 FB1758;                    North         East    Units  Estimated Accuracy
 FB1758;SPC TN       -   169,070.      785,010.      MT  (+/- 180 meters Scaled)
 FB1758
 FB1758                          SUPERSEDED SURVEY CONTROL
 FB1758
 FB1758  NGVD 29 (12/12/91)  264.271  (m)          867.03   (f) ADJUSTED    1 2
 FB1758
 FB1758.Superseded values are not recommended for survey control.
 FB1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1758.See file dsdata.txt to determine how the superseded data were derived.
 FB1758
 FB1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV333701(NAD 83)
 FB1758_MARKER: DD = SURVEY DISK
 FB1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1758_STAMPING: 1518
 FB1758_MARK LOGO: TNGS  
 FB1758_PROJECTION: FLUSH
 FB1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1758+STABILITY: SURFACE MOTION
 FB1758
 FB1758  HISTORY     - Date     Condition        Report By
 FB1758  HISTORY     - UNK      MONUMENTED       TNGS
 FB1758  HISTORY     - 1959     GOOD             NGS
 FB1758  HISTORY     - 1973     GOOD             LOCSUR
 FB1758  HISTORY     - 1983     GOOD             NGS
 FB1758
 FB1758                          STATION DESCRIPTION
 FB1758
 FB1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1758'1 MI N FROM ROCKFORD.
 FB1758'ABOUT 1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1758'AT ROCKFORD, ON THE LAWN OF THE RESIDENCE OF MR. ROBERT W. HILL,
 FB1758'119 FEET WEST OF THE WEST RAIL OF TRACKS, 51 FEET NORTH OF THE
 FB1758'EAST CORNER OF PORCH OF RED BRICK HOUSE, AND AT THE NORTHWEST EDGE
 FB1758'OF THE CONCRETE WALK.
 FB1758
 FB1758                          STATION RECOVERY (1973)
 FB1758
 FB1758'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 FB1758'RECOVERED IN GOOD CONDITION.
 FB1758
 FB1758                          STATION RECOVERY (1983)
 FB1758
 FB1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1758'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN ROCKFORD,
 FB1758'0.9 KM (0.55 MI) NORTH ALONG THE SOUTHERN RAILROAD FROM THE CROSSING
 FB1758'OF SINGLETON ROAD TO THE MARK ON THE LEFT, ON THE LAWN OF THE
 FB1758'RESIDENCE OF MR. JAMES B. DOTSON, AND AT THE NORTHWEST EDGE OF A
 FB1758'CONCRETE WALKWAY, 36.27 METERS (119.0 FT) WEST OF THE WEST RAIL,
 FB1758'15.54 METERS (51.0 FT) NORTH OF THE EAST CORNER OF PORCH OF A RED
 FB1758'BRICK HOUSE.
 FB1758'THE MARK IS 0.91 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2165 ***********************************************************************
 FF2165  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2165  DESIGNATION -  152
 FF2165  PID         -  FF2165
 FF2165  STATE/COUNTY-  TN/SHELBY
 FF2165  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2165
 FF2165                         *CURRENT SURVEY CONTROL
 FF2165  ___________________________________________________________________
 FF2165* NAD 83(1995)-  35 01 16.76378(N)    090 01 30.16079(W)     ADJUSTED  
 FF2165* NAVD 88     -        94.38   (meters)     309.6    (feet)  GPS OBS   
 FF2165  ___________________________________________________________________
 FF2165  X           -      -2,285.712 (meters)                     COMP
 FF2165  Y           -  -5,229,123.977 (meters)                     COMP
 FF2165  Z           -   3,639,842.904 (meters)                     COMP
 FF2165  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FF2165  ELLIP HEIGHT-          66.99  (meters)          (05/31/05) GPS OBS
 FF2165  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FF2165
 FF2165  HORZ ORDER  -  FIRST
 FF2165  ELLP ORDER  -  FOURTH    CLASS II
 FF2165
 FF2165.The horizontal coordinates were established by GPS observations
 FF2165.and adjusted by the National Geodetic Survey in April 2001..
 FF2165
 FF2165.The orthometric height was determined by GPS observations and a
 FF2165.high-resolution geoid model using precise GPS observation and
 FF2165.processing techniques. It supersedes the leveled height previously
 FF2165.determined for this station.
 FF2165
 FF2165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2165
 FF2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2165
 FF2165.The ellipsoidal height was determined by GPS observations
 FF2165.and is referenced to NAD 83.
 FF2165
 FF2165.The geoid height was determined by GEOID03.
 FF2165
 FF2165;                    North         East     Units Scale Factor Converg.
 FF2165;SPC TN       -    83,887.096   232,742.225   MT  1.00004822   -2 21 23.1
 FF2165;SPC TN       -   275,219.58    763,588.45   sFT  1.00004822   -2 21 23.1
 FF2165;UTM  15      - 3,879,454.020   771,441.119   MT  1.00050818   +1 42 29.9
 FF2165;UTM  16      - 3,879,591.519   223,987.178   MT  1.00053903   -1 44 13.6
 FF2165
 FF2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2165!SPC TN       -   0.99998948  x   1.00004822  =   1.00003770
 FF2165!UTM  15      -   0.99998948  x   1.00050818  =   1.00049766
 FF2165!UTM  16      -   0.99998948  x   1.00053903  =   1.00052851
 FF2165
 FF2165                          SUPERSEDED SURVEY CONTROL
 FF2165
 FF2165  ELLIP H (04/26/01)   67.04   (m)                       GP(       ) 4 1
 FF2165  NAVD 88 (08/15/95)   94.398  (m)          309.70   (f) ADJUSTED    1 2
 FF2165
 FF2165.Superseded values are not recommended for survey control.
 FF2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2165.See file dsdata.txt to determine how the superseded data were derived.
 FF2165
 FF2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7144179454(NAD 83)
 FF2165_MARKER: DD = SURVEY DISK
 FF2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2165_SP_SET: CONCRETE POST
 FF2165_STAMPING: 152
 FF2165_MARK LOGO: MLGW  
 FF2165_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2165+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF2165
 FF2165  HISTORY     - Date     Condition        Report By
 FF2165  HISTORY     - 1993     MONUMENTED       MLGW
 FF2165  HISTORY     - 19920116 GOOD             NGS
 FF2165  HISTORY     - 19990119 GOOD             TN1620
 FF2165  HISTORY     - 20020411 GOOD             USACE
 FF2165  HISTORY     - 20030411 GOOD             TN1620
 FF2165  HISTORY     - 20030701 GOOD             EMCINC
 FF2165
 FF2165                          STATION DESCRIPTION
 FF2165
 FF2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FF2165'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FF2165'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 5.7 KM (3.55 MI) EASTERLY
 FF2165'ALONG COUNTY ROAD 175 (SHELBY DRIVE), 37.8 M (124.0 FT) WEST OF THE
 FF2165'SOUTHWEST CORNER OF THE UNION PLANTERS NATIONAL BANK, 35.8 NORTH OF
 FF2165'THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 13.4 M (44.0 FT)
 FF2165'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE WEST SUPPORT POST FOR A
 FF2165'SIGN (UNION PLANTERS NATIONAL BANK), 9.3 M (30.5 FT) EAST OF THE
 FF2165'CENTERLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 51 (ELVIS PRESLEY
 FF2165'BOULEVARD), 0.5 M (1.6 FT) EAST OF THE EAST CURB OF U.S. HIGHWAY 51,
 FF2165'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE U.S. HIGHWAY, AND THE MONUMENT
 FF2165'IS FLUSH WITH THE GROUND SURFACE.
 FF2165
 FF2165                          STATION RECOVERY (1999)
 FF2165
 FF2165'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FF2165'RECOVERED AS DESCRIBED.
 FF2165
 FF2165                          STATION RECOVERY (2002)
 FF2165
 FF2165'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2165'RECOVERED IN GOOD CONDITION.
 FF2165
 FF2165                          STATION RECOVERY (2003)
 FF2165
 FF2165'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 FF2165'RECOVERED IN GOOD CONDITION.
 FF2165
 FF2165                          STATION RECOVERY (2003)
 FF2165
 FF2165'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2165'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2245 ***********************************************************************
 GA2245  DESIGNATION -  1523
 GA2245  PID         -  GA2245
 GA2245  STATE/COUNTY-  TN/KNOX
 GA2245  USGS QUAD   -  JOHN SEVIER (1992)
 GA2245
 GA2245                         *CURRENT SURVEY CONTROL
 GA2245  ___________________________________________________________________
 GA2245* NAD 83(1986)-  36 00 36.     (N)    083 52 28.     (W)     SCALED    
 GA2245* NAVD 88     -       279.602  (meters)     917.33   (feet)  POSTED    
 GA2245  ___________________________________________________________________
 GA2245  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2245  DYNAMIC HT  -         279.340 (meters)     916.47  (feet)  COMP
 GA2245  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 GA2245
 GA2245  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2245
 GA2245.The horizontal coordinates were scaled from a topographic map and have
 GA2245.an estimated accuracy of +/- 6 seconds.
 GA2245
 GA2245.The orthometric height was determined by differential leveling
 GA2245.and adjusted by the National Geodetic Survey in 1992..
 GA2245.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2245.rate of 0.0 thru 1.0 mm/km.
 GA2245
 GA2245.The geoid height was determined by GEOID03.
 GA2245
 GA2245.The dynamic height is computed by dividing the NAVD 88
 GA2245.geopotential number by the normal gravity value computed on the
 GA2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2245.degrees latitude (g = 980.6199 gals.).
 GA2245
 GA2245.The modeled gravity was interpolated from observed gravity values.
 GA2245
 GA2245;                    North         East    Units  Estimated Accuracy
 GA2245;SPC TN       -   188,110.      791,600.      MT  (+/- 180 meters Scaled)
 GA2245
 GA2245                          SUPERSEDED SURVEY CONTROL
 GA2245
 GA2245  NGVD 29 (??/??/92)  279.732  (m)          917.75   (f) ADJ UNCH    1 2
 GA2245
 GA2245.Superseded values are not recommended for survey control.
 GA2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2245.See file dsdata.txt to determine how the superseded data were derived.
 GA2245
 GA2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV409888(NAD 83)
 GA2245_MARKER: DD = SURVEY DISK
 GA2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2245_STAMPING: 1523
 GA2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2245+STABILITY: SURFACE MOTION
 GA2245
 GA2245  HISTORY     - Date     Condition        Report By
 GA2245  HISTORY     - UNK      MONUMENTED       TNGS
 GA2245  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2245  HISTORY     - 1967     MARK NOT FOUND   TNGS
 GA2245  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2245
 GA2245                          STATION DESCRIPTION
 GA2245
 GA2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2245'4 MI NE FROM KNOXVILLE.
 GA2245'4.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2245'AT KNOXVILLE, KNOX COUNTY, 0.5 MILE EAST OF THE CITY LIMIT, 260
 GA2245'FEET SOUTH OF SIGNAL POST 1264 A, AND 60 FEET EAST OF THE EAST
 GA2245'RAIL OF THE MAIN TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 GA2245'1523 AND SET IN THE TOP OF A CONCRETE POST.
 GA2245
 GA2245                          STATION RECOVERY (1967)
 GA2245
 GA2245'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1967
 GA2245'MARK NOT FOUND.
 GA2245
 GA2245                          STATION RECOVERY (1982)
 GA2245
 GA2245'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2242 ***********************************************************************
 GA2242  DESIGNATION -  1524
 GA2242  PID         -  GA2242
 GA2242  STATE/COUNTY-  TN/KNOX
 GA2242  USGS QUAD   -  JOHN SEVIER (1992)
 GA2242
 GA2242                         *CURRENT SURVEY CONTROL
 GA2242  ___________________________________________________________________
 GA2242* NAD 83(1986)-  36 00 54.     (N)    083 52 04.     (W)     SCALED    
 GA2242* NAVD 88     -       271.720  (meters)     891.47   (feet)  POSTED    
 GA2242  ___________________________________________________________________
 GA2242  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2242  DYNAMIC HT  -         271.470 (meters)     890.65  (feet)  COMP
 GA2242  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 GA2242
 GA2242  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2242
 GA2242.The horizontal coordinates were scaled from a topographic map and have
 GA2242.an estimated accuracy of +/- 6 seconds.
 GA2242
 GA2242.The orthometric height was determined by differential leveling
 GA2242.and adjusted by the National Geodetic Survey in 1992..
 GA2242.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2242.rate of 0.0 thru 1.0 mm/km.
 GA2242
 GA2242.The geoid height was determined by GEOID03.
 GA2242
 GA2242.The dynamic height is computed by dividing the NAVD 88
 GA2242.geopotential number by the normal gravity value computed on the
 GA2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2242.degrees latitude (g = 980.6199 gals.).
 GA2242
 GA2242.The modeled gravity was interpolated from observed gravity values.
 GA2242
 GA2242;                    North         East    Units  Estimated Accuracy
 GA2242;SPC TN       -   188,670.      792,190.      MT  (+/- 180 meters Scaled)
 GA2242
 GA2242                          SUPERSEDED SURVEY CONTROL
 GA2242
 GA2242  NGVD 29 (??/??/92)  271.850  (m)          891.89   (f) ADJ UNCH    1 2
 GA2242
 GA2242.Superseded values are not recommended for survey control.
 GA2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2242.See file dsdata.txt to determine how the superseded data were derived.
 GA2242
 GA2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV415894(NAD 83)
 GA2242_MARKER: DD = SURVEY DISK
 GA2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2242_STAMPING: 1524
 GA2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2242+STABILITY: SURFACE MOTION
 GA2242
 GA2242  HISTORY     - Date     Condition        Report By
 GA2242  HISTORY     - UNK      MONUMENTED       TNGS
 GA2242  HISTORY     - 1950     POOR             NGS
 GA2242  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2242  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2242
 GA2242                          STATION DESCRIPTION
 GA2242
 GA2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2242'4.3 MI NE FROM KNOXVILLE.
 GA2242'4.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2242'AT KNOXVILLE, KNOX COUNTY, 656 FEET NORTHEAST OF SPRING HILL
 GA2242'ROAD, 100 FEET SOUTHWEST OF MILEPOST 126, AND 11 FEET WEST OF
 GA2242'THE WEST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 1524 AND
 GA2242'SET IN THE TOP OF A CONCRETE POST.
 GA2242
 GA2242                          STATION RECOVERY (1967)
 GA2242
 GA2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2242'MARK NOT FOUND.
 GA2242
 GA2242                          STATION RECOVERY (1982)
 GA2242
 GA2242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0745 ***********************************************************************
 GA0745  DESIGNATION -  1527
 GA0745  PID         -  GA0745
 GA0745  STATE/COUNTY-  TN/GREENE
 GA0745  USGS QUAD   -  GREENEVILLE (1961)
 GA0745
 GA0745                         *CURRENT SURVEY CONTROL
 GA0745  ___________________________________________________________________
 GA0745* NAD 83(1986)-  36 09 47.     (N)    082 49 51.     (W)     SCALED    
 GA0745* NAVD 88     -       465.505  (meters)    1527.24   (feet)  ADJUSTED  
 GA0745  ___________________________________________________________________
 GA0745  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0745  DYNAMIC HT  -         465.061 (meters)    1525.79  (feet)  COMP
 GA0745  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GA0745
 GA0745  VERT ORDER  -  SECOND    CLASS 0
 GA0745
 GA0745.The horizontal coordinates were scaled from a topographic map and have
 GA0745.an estimated accuracy of +/- 6 seconds.
 GA0745
 GA0745.The orthometric height was determined by differential leveling
 GA0745.and adjusted by the National Geodetic Survey in June 1991..
 GA0745.WARNING-Repeat measurements at this control monument indicate possible
 GA0745.vertical movement.
 GA0745
 GA0745.The geoid height was determined by GEOID03.
 GA0745
 GA0745.The dynamic height is computed by dividing the NAVD 88
 GA0745.geopotential number by the normal gravity value computed on the
 GA0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0745.degrees latitude (g = 980.6199 gals.).
 GA0745
 GA0745.The modeled gravity was interpolated from observed gravity values.
 GA0745
 GA0745;                    North         East    Units  Estimated Accuracy
 GA0745;SPC TN       -   207,620.      885,100.      MT  (+/- 180 meters Scaled)
 GA0745
 GA0745                          SUPERSEDED SURVEY CONTROL
 GA0745
 GA0745  NGVD 29 (??/??/92)  465.627  (m)         1527.64   (f) ADJ UNCH    2 0
 GA0745
 GA0745.Superseded values are not recommended for survey control.
 GA0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0745.See file dsdata.txt to determine how the superseded data were derived.
 GA0745
 GA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA353035(NAD 83)
 GA0745_MARKER: DD = SURVEY DISK
 GA0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0745_SP_SET: BUILDING
 GA0745_STAMPING: 1527
 GA0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0745
 GA0745  HISTORY     - Date     Condition        Report By
 GA0745  HISTORY     - UNK      MONUMENTED       USGS
 GA0745  HISTORY     - 1955     GOOD             NGS
 GA0745
 GA0745                          STATION DESCRIPTION
 GA0745
 GA0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0745'AT GREENEVILLE.
 GA0745'AT GREENEVILLE, GREENE COUNTY, IN THE FACE OF THE CORNERSTONE
 GA0745'OF THE GREENE COUNTY BANK BUILDING, 1 FOOT EAST OF THE SOUTHWEST
 GA0745'CORNER, AND 4 FEET ABOVE THE WALK.  A U.S. GEOLOGICAL SURVEY
 GA0745'STANDARD DISK, STAMPED 1527 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2164 ***********************************************************************
 FF2164  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2164  DESIGNATION -  153
 FF2164  PID         -  FF2164
 FF2164  STATE/COUNTY-  TN/SHELBY
 FF2164  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2164
 FF2164                         *CURRENT SURVEY CONTROL
 FF2164  ___________________________________________________________________
 FF2164* NAD 83(1995)-  35 01 16.21779(N)    090 04 06.81685(W)     ADJUSTED  
 FF2164* NAVD 88     -        87.16   (meters)     286.0    (feet)  GPS OBS   
 FF2164  ___________________________________________________________________
 FF2164  X           -      -6,257.183 (meters)                     COMP
 FF2164  Y           -  -5,229,124.517 (meters)                     COMP
 FF2164  Z           -   3,639,825.010 (meters)                     COMP
 FF2164  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FF2164  ELLIP HEIGHT-          59.82  (meters)          (04/05/04) GPS OBS
 FF2164  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2164
 FF2164  HORZ ORDER  -  B
 FF2164  ELLP ORDER  -  THIRD     CLASS I
 FF2164
 FF2164.The horizontal coordinates were established by GPS observations
 FF2164.and adjusted by the National Geodetic Survey in April 2004..
 FF2164
 FF2164.The orthometric height was determined by GPS observations and a
 FF2164.high-resolution geoid model using precise GPS observation and
 FF2164.processing techniques. It supersedes the leveled height previously
 FF2164.determined for this station.
 FF2164
 FF2164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2164
 FF2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2164
 FF2164.The ellipsoidal height was determined by GPS observations
 FF2164.and is referenced to NAD 83.
 FF2164
 FF2164.The geoid height was determined by GEOID03.
 FF2164
 FF2164;                    North         East     Units Scale Factor Converg.
 FF2164;SPC TN       -    84,034.462   228,773.303   MT  1.00004826   -2 22 54.8
 FF2164;SPC TN       -   275,703.06    750,567.08   sFT  1.00004826   -2 22 54.8
 FF2164;UTM  15      - 3,879,319.609   767,469.962   MT  1.00048180   +1 40 59.8
 FF2164;UTM  16      - 3,879,696.014   220,014.892   MT  1.00056626   -1 45 43.7
 FF2164
 FF2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2164!SPC TN       -   0.99999061  x   1.00004826  =   1.00003887
 FF2164!UTM  15      -   0.99999061  x   1.00048180  =   1.00047241
 FF2164!UTM  16      -   0.99999061  x   1.00056626  =   1.00055687
 FF2164
 FF2164                          SUPERSEDED SURVEY CONTROL
 FF2164
 FF2164  NAD 83(1995)-  35 01 16.21780(N)    090 04 06.81789(W) AD(       ) 1
 FF2164  ELLIP H (04/26/01)   59.89   (m)                       GP(       ) 4 1
 FF2164  NAVD 88 (08/15/95)   87.176  (m)          286.01   (f) ADJUSTED    1 2
 FF2164
 FF2164.Superseded values are not recommended for survey control.
 FF2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2164.See file dsdata.txt to determine how the superseded data were derived.
 FF2164
 FF2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6747079320(NAD 83)
 FF2164_MARKER: DD = SURVEY DISK
 FF2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2164_SP_SET: CONCRETE POST
 FF2164_STAMPING: 153
 FF2164_MARK LOGO: MLGW  
 FF2164_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2164+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF2164
 FF2164  HISTORY     - Date     Condition        Report By
 FF2164  HISTORY     - 1993     MONUMENTED       MLGW
 FF2164  HISTORY     - 19920116 GOOD             NGS
 FF2164  HISTORY     - 19991119 GOOD             TN1620
 FF2164  HISTORY     - 20020411 GOOD             USACE
 FF2164  HISTORY     - 20030411 GOOD             TN1620
 FF2164  HISTORY     - 20030701 GOOD             EMCINC
 FF2164
 FF2164                          STATION DESCRIPTION
 FF2164
 FF2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FF2164'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FF2164'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 1.7 KM (1.05 MI) EAST
 FF2164'ALONG COUNTY ROAD 175 (SHELBY DRIVE), AT THE GEETER JUNIOR HIGH
 FF2164'SCHOOL AT 4649 HORN LAKE ROAD, 56.9 M (186.7 FT) EAST OF THE
 FF2164'SOUTHEAST CORNER OF THE BUILDING, 25.9 M (85.0 FT) NORTH OF THE
 FF2164'CENTERLINE OF THE WESTBOUND LANES OF THE COUNTY ROAD, 25.2 M
 FF2164'(82.7 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF HORN LAKE
 FF2164'ROAD, 3.2 M (10.5 FT) SOUTHEAST OF A FLAG POLE, 1.5 M (4.9 FT) ABOVE
 FF2164'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FF2164'SURFACE.
 FF2164
 FF2164                          STATION RECOVERY (1999)
 FF2164
 FF2164'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 FF2164'RECOVERED AS DESCRIBED.
 FF2164
 FF2164                          STATION RECOVERY (2002)
 FF2164
 FF2164'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2164'RECOVERED IN GOOD CONDITION.
 FF2164
 FF2164                          STATION RECOVERY (2003)
 FF2164
 FF2164'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 FF2164'RECOVERED IN GOOD CONDITION.
 FF2164
 FF2164                          STATION RECOVERY (2003)
 FF2164
 FF2164'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2164'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2654 ***********************************************************************
 AJ2654  DESIGNATION -  154
 AJ2654  PID         -  AJ2654
 AJ2654  STATE/COUNTY-  TN/SHELBY
 AJ2654  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2654
 AJ2654                         *CURRENT SURVEY CONTROL
 AJ2654  ___________________________________________________________________
 AJ2654* NAD 83(1995)-  35 01 22.40985(N)    090 05 48.07608(W)     ADJUSTED  
 AJ2654* NAVD 88     -        86.58   (meters)     284.1    (feet)  LEVELING  
 AJ2654  ___________________________________________________________________
 AJ2654  X           -      -8,824.071 (meters)                     COMP
 AJ2654  Y           -  -5,229,010.911 (meters)                     COMP
 AJ2654  Z           -   3,639,981.004 (meters)                     COMP
 AJ2654  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AJ2654  ELLIP HEIGHT-          59.34  (meters)          (04/26/01) GPS OBS
 AJ2654  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2654
 AJ2654  HORZ ORDER  -  FIRST
 AJ2654  VERT ORDER  -  THIRD ?
 AJ2654  ELLP ORDER  -  FOURTH    CLASS I
 AJ2654
 AJ2654.The horizontal coordinates were established by GPS observations
 AJ2654.and adjusted by the National Geodetic Survey in April 2001..
 AJ2654
 AJ2654.The orthometric height was determined by differential leveling.
 AJ2654.The vertical network tie was performed by a horz. field party for horz.
 AJ2654.obs reductions. Reset procedures were used to establish the elevation.
 AJ2654
 AJ2654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2654
 AJ2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2654
 AJ2654.The ellipsoidal height was determined by GPS observations
 AJ2654.and is referenced to NAD 83.
 AJ2654
 AJ2654.The geoid height was determined by GEOID03.
 AJ2654
 AJ2654;                    North         East     Units Scale Factor Converg.
 AJ2654;SPC TN       -    84,332.184   226,216.346   MT  1.00004784   -2 23 54.1
 AJ2654;SPC TN       -   276,679.84    742,178.13   sFT  1.00004784   -2 23 54.1
 AJ2654;UTM  15      - 3,879,435.357   764,897.238   MT  1.00046491   +1 40 01.9
 AJ2654
 AJ2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2654!SPC TN       -   0.99999069  x   1.00004784  =   1.00003853
 AJ2654!UTM  15      -   0.99999069  x   1.00046491  =   1.00045559
 AJ2654
 AJ2654                          SUPERSEDED SURVEY CONTROL
 AJ2654
 AJ2654.No superseded survey control is available for this station.
 AJ2654
 AJ2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6489779435(NAD 83)
 AJ2654_MARKER: DD = SURVEY DISK
 AJ2654_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2654+WITH SETTING: INFORMATION.
 AJ2654_STAMPING: 154
 AJ2654_MARK LOGO: MLGW  
 AJ2654_PROJECTION: FLUSH
 AJ2654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2654+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2654_ROD/PIPE-DEPTH:  0.8 meters
 AJ2654
 AJ2654  HISTORY     - Date     Condition        Report By
 AJ2654  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2654
 AJ2654                          STATION DESCRIPTION
 AJ2654
 AJ2654'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2654'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.10
 AJ2654'MILE (0.16 KM) NORTH OF DALSTROM CITY PARK.
 AJ2654'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE AND WEAVER
 AJ2654'ROAD PROCEED NORTH ON WEAVER ROAD FOR APPROXIMATELY 0.15 MILES (0.24
 AJ2654'KM) TO PARKROSE AVENUE.  THE STATION IS ON THE LEFT.
 AJ2654'THE STATION IS A STAINLESS STEEL CAP WITH PUNCHMARK SET ON A 2 INCH
 AJ2654'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2654'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 176.00 FEET (53.64 M)
 AJ2654'SOUTH OF THE CENTERLINE OF PARKROSE AVENUE, 7.90 FEET (2.41 M)
 AJ2654'NORTHEAST OF A FENCE CORNER, 8.90 FEET (2.71 M) SOUTH OF A PHONE
 AJ2654'MANHOLE IN SIDEWALK, 2.80 FEET (0.85 M) WEST OF THE WEST CURB LINE OF
 AJ2654'WEAVER ROAD, 2.00 FEET (0.61 M) NORTH OF A PHONE PEDISTAL. THE STATION
 AJ2654'IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET
 AJ2654'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2656 ***********************************************************************
 AJ2656  DESIGNATION -  158
 AJ2656  PID         -  AJ2656
 AJ2656  STATE/COUNTY-  TN/SHELBY
 AJ2656  USGS QUAD   -  HORN LAKE (1982)
 AJ2656
 AJ2656                         *CURRENT SURVEY CONTROL
 AJ2656  ___________________________________________________________________
 AJ2656* NAD 83(1995)-  34 59 51.56549(N)    090 03 39.05679(W)     ADJUSTED  
 AJ2656* NAVD 88     -        88.78   (meters)     291.3    (feet)  LEVELING  
 AJ2656  ___________________________________________________________________
 AJ2656  X           -      -5,555.014 (meters)                     COMP
 AJ2656  Y           -  -5,230,623.278 (meters)                     COMP
 AJ2656  Z           -   3,637,689.210 (meters)                     COMP
 AJ2656  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AJ2656  ELLIP HEIGHT-          61.41  (meters)          (04/26/01) GPS OBS
 AJ2656  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AJ2656
 AJ2656  HORZ ORDER  -  FIRST
 AJ2656  VERT ORDER  -  THIRD ?
 AJ2656  ELLP ORDER  -  FOURTH    CLASS I
 AJ2656
 AJ2656.The horizontal coordinates were established by GPS observations
 AJ2656.and adjusted by the National Geodetic Survey in April 2001..
 AJ2656
 AJ2656.The orthometric height was determined by differential leveling.
 AJ2656.The vertical network tie was performed by a horz. field party for horz.
 AJ2656.obs reductions. Reset procedures were used to establish the elevation.
 AJ2656
 AJ2656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2656
 AJ2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2656
 AJ2656.The ellipsoidal height was determined by GPS observations
 AJ2656.and is referenced to NAD 83.
 AJ2656
 AJ2656.The geoid height was determined by GEOID03.
 AJ2656
 AJ2656;                    North         East     Units Scale Factor Converg.
 AJ2656;SPC TN       -    81,398.633   229,368.265   MT  1.00005411   -2 22 38.6
 AJ2656;SPC TN       -   267,055.35    752,519.05   sFT  1.00005411   -2 22 38.6
 AJ2656;UTM  15      - 3,876,731.461   768,250.599   MT  1.00048696   +1 41 12.2
 AJ2656;UTM  16      - 3,877,065.431   220,638.672   MT  1.00056196   -1 45 24.0
 AJ2656
 AJ2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2656!SPC TN       -   0.99999036  x   1.00005411  =   1.00004447
 AJ2656!UTM  15      -   0.99999036  x   1.00048696  =   1.00047732
 AJ2656!UTM  16      -   0.99999036  x   1.00056196  =   1.00055232
 AJ2656
 AJ2656                          SUPERSEDED SURVEY CONTROL
 AJ2656
 AJ2656.No superseded survey control is available for this station.
 AJ2656
 AJ2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6825176731(NAD 83)
 AJ2656_MARKER: DD = SURVEY DISK
 AJ2656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2656+WITH SETTING: INFORMATION.
 AJ2656_STAMPING: 158
 AJ2656_MARK LOGO: MLGW  
 AJ2656_PROJECTION: FLUSH
 AJ2656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2656+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2656_ROD/PIPE-DEPTH:  0.8 meters
 AJ2656
 AJ2656  HISTORY     - Date     Condition        Report By
 AJ2656  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2656  HISTORY     - 20030413 MARK NOT FOUND   TN1620
 AJ2656
 AJ2656                          STATION DESCRIPTION
 AJ2656
 AJ2656'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2656'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2656'MILE (1.61 KM) WEST OF THE WHITEHAVEN COMMUNITY.
 AJ2656'TO REACH THE STATION FROM THE INTERSECTION OF HORN LAKE ROAD AND STATE
 AJ2656'LINE ROAD, PROCEED NORTH ON HORN LAKE ROAD FOR APPROXIMATELY 0.40 MILE
 AJ2656'(0.64 KM) TO ADDRESS 5526 HORN LAKE ROAD.  THE STATION IS ON THE LEFT.
 AJ2656'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2656'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2656'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 56.80 FEET (17.31 M)
 AJ2656'NORTHWEST OF A WOOD POWER POLE NO.  64169, 50.00 FEET (15.24 M) SOUTH
 AJ2656'OF THE CENTERLINE PROJECTION OF A GRAVEL DRIVEWAY TO ADDRESS 5526 HORN
 AJ2656'LAKE ROAD, 25.70 FEET (7.83 M) NORTHEAST OF A FENCE CORNER OF PROPERTY
 AJ2656'AT ADDRESS 5559 HORN LAKE ROAD, 17.20 FEET (5.24 M) WEST OF THE
 AJ2656'CENTERLINE OF HORN LAKE ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2656'THE GROUND.
 AJ2656
 AJ2656                          STATION RECOVERY (2003)
 AJ2656
 AJ2656'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2656'UNABLE TO RECOVER MARK AS DESCRIBED. ASSUMED DESTROYED DUE TO NEW
 AJ2656'CONSTRUCTION AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2657 ***********************************************************************
 AJ2657  DESIGNATION -  159
 AJ2657  PID         -  AJ2657
 AJ2657  STATE/COUNTY-  TN/SHELBY
 AJ2657  USGS QUAD   -  HORN LAKE (1982)
 AJ2657
 AJ2657                         *CURRENT SURVEY CONTROL
 AJ2657  ___________________________________________________________________
 AJ2657* NAD 83(1995)-  34 59 45.33411(N)    090 01 32.06820(W)     ADJUSTED  
 AJ2657* NAVD 88     -        89.12   (meters)     292.4    (feet)  LEVELING  
 AJ2657  ___________________________________________________________________
 AJ2657  X           -      -2,334.788 (meters)                     COMP
 AJ2657  Y           -  -5,230,736.139 (meters)                     COMP
 AJ2657  Z           -   3,637,532.106 (meters)                     COMP
 AJ2657  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AJ2657  ELLIP HEIGHT-          61.77  (meters)          (04/26/01) GPS OBS
 AJ2657  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ2657
 AJ2657  HORZ ORDER  -  FIRST
 AJ2657  VERT ORDER  -  THIRD ?
 AJ2657  ELLP ORDER  -  FOURTH    CLASS I
 AJ2657
 AJ2657.The horizontal coordinates were established by GPS observations
 AJ2657.and adjusted by the National Geodetic Survey in April 2001..
 AJ2657
 AJ2657.The orthometric height was determined by differential leveling.
 AJ2657.The vertical network tie was performed by a horz. field party for horz.
 AJ2657.obs reductions. Reset procedures were used to establish the elevation.
 AJ2657
 AJ2657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2657
 AJ2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2657
 AJ2657.The ellipsoidal height was determined by GPS observations
 AJ2657.and is referenced to NAD 83.
 AJ2657
 AJ2657.The geoid height was determined by GEOID03.
 AJ2657
 AJ2657;                    North         East     Units Scale Factor Converg.
 AJ2657;SPC TN       -    81,073.746   232,578.041   MT  1.00005455   -2 21 24.2
 AJ2657;SPC TN       -   265,989.45    763,049.79   sFT  1.00005455   -2 21 24.2
 AJ2657;UTM  15      - 3,876,634.822   771,476.758   MT  1.00050842   +1 42 24.9
 AJ2657;UTM  16      - 3,876,775.184   223,853.374   MT  1.00053995   -1 44 10.8
 AJ2657
 AJ2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2657!SPC TN       -   0.99999030  x   1.00005455  =   1.00004485
 AJ2657!UTM  15      -   0.99999030  x   1.00050842  =   1.00049872
 AJ2657!UTM  16      -   0.99999030  x   1.00053995  =   1.00053025
 AJ2657
 AJ2657                          SUPERSEDED SURVEY CONTROL
 AJ2657
 AJ2657.No superseded survey control is available for this station.
 AJ2657
 AJ2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7147776635(NAD 83)
 AJ2657_MARKER: DD = SURVEY DISK
 AJ2657_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2657+WITH SETTING: INFORMATION.
 AJ2657_STAMPING: 159
 AJ2657_MARK LOGO: MLGW  
 AJ2657_PROJECTION: FLUSH
 AJ2657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2657+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 AJ2657_ROD/PIPE-DEPTH:  0.8 meters
 AJ2657
 AJ2657  HISTORY     - Date     Condition        Report By
 AJ2657  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2657  HISTORY     - 20030411 GOOD             TN1620
 AJ2657
 AJ2657                          STATION DESCRIPTION
 AJ2657
 AJ2657'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2657'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY IN THE WHITEHAVEN
 AJ2657'COMMUNITY.
 AJ2657'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 51 (ELVIS
 AJ2657'PRESLEY BLVD) AND THE TENNESSEE-MISSISSIPPI STATELINE, PROCEED NORTH
 AJ2657'ON HWY 51 APPROXIMATELY 0.10 MILES (0.16 KM) TO THE STATION ON THE
 AJ2657'LEFT.
 AJ2657'THE STATION IS A STAINLESSS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2657'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2657'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 11.07 FEET (3.37 M)
 AJ2657'NORTH OF THE NORTH SIDE OF A DRIVEWAY TO A SERVICE STATION AT ADDRESS
 AJ2657'5615 HIGHWAY 51, 5.30 FEET (1.62 M) SOUTH OF A FIRE HYDRANT, 2.20 FEET
 AJ2657'(0.67 M) WEST OF THE WEST CURB LINE OF HIGHWAY 51.  THE STATION IS
 AJ2657'GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET
 AJ2657'FLUSH WITH THE GROUND.
 AJ2657
 AJ2657                          STATION RECOVERY (2003)
 AJ2657
 AJ2657'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2564 ***********************************************************************
 AJ2564  DESIGNATION -  16
 AJ2564  PID         -  AJ2564
 AJ2564  STATE/COUNTY-  TN/SHELBY
 AJ2564  USGS QUAD   -  ARLINGTON (1973)
 AJ2564
 AJ2564                         *CURRENT SURVEY CONTROL
 AJ2564  ___________________________________________________________________
 AJ2564* NAD 83(1995)-  35 21 48.98097(N)    089 43 28.27607(W)     ADJUSTED  
 AJ2564* NAVD 88     -       108.65   (meters)     356.5    (feet)  LEVELING  
 AJ2564  ___________________________________________________________________
 AJ2564  X           -      25,036.433 (meters)                     COMP
 AJ2564  Y           -  -5,207,190.332 (meters)                     COMP
 AJ2564  Z           -   3,670,884.840 (meters)                     COMP
 AJ2564  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AJ2564  ELLIP HEIGHT-          81.38  (meters)          (04/26/01) GPS OBS
 AJ2564  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2564
 AJ2564  HORZ ORDER  -  FIRST
 AJ2564  VERT ORDER  -  THIRD ?
 AJ2564  ELLP ORDER  -  FOURTH    CLASS I
 AJ2564
 AJ2564.The horizontal coordinates were established by GPS observations
 AJ2564.and adjusted by the National Geodetic Survey in April 2001..
 AJ2564
 AJ2564.The orthometric height was determined by differential leveling.
 AJ2564.The vertical network tie was performed by a horz. field party for horz.
 AJ2564.obs reductions. Reset procedures were used to establish the elevation.
 AJ2564
 AJ2564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2564
 AJ2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2564
 AJ2564.The ellipsoidal height was determined by GPS observations
 AJ2564.and is referenced to NAD 83.
 AJ2564
 AJ2564.The geoid height was determined by GEOID03.
 AJ2564
 AJ2564;                    North         East     Units Scale Factor Converg.
 AJ2564;SPC TN       -   120,748.629   261,594.006   MT  0.99998189   -2 10 49.7
 AJ2564;SPC TN       -   396,156.13    858,246.33   sFT  0.99998189   -2 10 49.7
 AJ2564;UTM  16      - 3,916,774.643   252,456.682   MT  1.00035523   -1 34 39.6
 AJ2564
 AJ2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2564!SPC TN       -   0.99998723  x   0.99998189  =   0.99996912
 AJ2564!UTM  16      -   0.99998723  x   1.00035523  =   1.00034245
 AJ2564
 AJ2564                          SUPERSEDED SURVEY CONTROL
 AJ2564
 AJ2564.No superseded survey control is available for this station.
 AJ2564
 AJ2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5245716775(NAD 83)
 AJ2564_MARKER: DD = SURVEY DISK
 AJ2564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2564+WITH SETTING: INFORMATION.
 AJ2564_STAMPING: 016
 AJ2564_MARK LOGO: MLGW  
 AJ2564_PROJECTION: FLUSH
 AJ2564_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2564+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2564_ROD/PIPE-DEPTH:  0.8 meters
 AJ2564
 AJ2564  HISTORY     - Date     Condition        Report By
 AJ2564  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2564
 AJ2564                          STATION DESCRIPTION
 AJ2564
 AJ2564'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2564'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY IN THE ROSEMARK
 AJ2564'COMMUNITY.
 AJ2564'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY
 AJ2564'(HWY-14) AND MUDVILLE ROAD, PROCEED EAST ON MUDVILLE ROAD
 AJ2564'APPROXIMATELY 1.00 MILE (1.61 KM) TO T-INTERSECTION, BRUNSWICK ROAD.
 AJ2564'TURN LEFT AND CONTINUE NORTH ON BRUNSWICK ROAD FOR 0.25 MILE (0.40 KM)
 AJ2564'TO REDWOOD ROAD.  TURN RIGHT AND CONTINUE EAST ON REDWOOD ROAD
 AJ2564'APPROXIMATELY 1.00 MILES (1.61 KM) TO T-INTERSECTION, DEADFALL ROAD.
 AJ2564'TURN RIGHT AND CONTINUE SOUTH ON DEADFALL ROAD APPROXIMATELY 1.00 MILE
 AJ2564'(1.61 KM) TO ADDRESS 8757 DEADFALL ROAD.  THE STATION IS ON THE RIGHT.
 AJ2564'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2564'GALVANIZED PIPE ENCASED IN A 2 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2564'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED APPROXIMATELY 1.10 MILES
 AJ2564'(1.77 KM) NORTH OF GODWIN ROAD, 37.00 FEET (11.28 M) WEST OF A WOOD
 AJ2564'POWER POLE NO.  129780, 21.60 FEET (6.58 M) NORTH OF THE NORTHEAST
 AJ2564'CORNER OF A BRICK COLUMN AT THE NORTH END OF A BRICK WALL ON THE NORTH
 AJ2564'SIDE OF A GRAVEL DRIVEWAY TO ADDRESS 8757 DEADFALL ROAD, 18.30 FEET
 AJ2564'(5.58 M) WEST OF THE CENTERLINE OF DEADFALL ROAD.  THE CAP AND
 AJ2564'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2658 ***********************************************************************
 AJ2658  DESIGNATION -  160
 AJ2658  PID         -  AJ2658
 AJ2658  STATE/COUNTY-  TN/SHELBY
 AJ2658  USGS QUAD   -  PLEASANT HILL (1982)
 AJ2658
 AJ2658                         *CURRENT SURVEY CONTROL
 AJ2658  ___________________________________________________________________
 AJ2658* NAD 83(1995)-  34 59 48.29126(N)    089 59 25.08855(W)     ADJUSTED  
 AJ2658* NAVD 88     -       111.09   (meters)     364.5    (feet)  LEVELING  
 AJ2658  ___________________________________________________________________
 AJ2658  X           -         885.325 (meters)                     COMP
 AJ2658  Y           -  -5,230,702.284 (meters)                     COMP
 AJ2658  Z           -   3,637,619.336 (meters)                     COMP
 AJ2658  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AJ2658  ELLIP HEIGHT-          83.70  (meters)          (04/26/01) GPS OBS
 AJ2658  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AJ2658
 AJ2658  HORZ ORDER  -  FIRST
 AJ2658  VERT ORDER  -  THIRD ?
 AJ2658  ELLP ORDER  -  FOURTH    CLASS I
 AJ2658
 AJ2658.The horizontal coordinates were established by GPS observations
 AJ2658.and adjusted by the National Geodetic Survey in April 2001..
 AJ2658
 AJ2658.The orthometric height was determined by differential leveling.
 AJ2658.The vertical network tie was performed by a horz. field party for horz.
 AJ2658.obs reductions. Reset procedures were used to establish the elevation.
 AJ2658
 AJ2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2658
 AJ2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2658
 AJ2658.The ellipsoidal height was determined by GPS observations
 AJ2658.and is referenced to NAD 83.
 AJ2658
 AJ2658.The geoid height was determined by GEOID03.
 AJ2658
 AJ2658;                    North         East     Units Scale Factor Converg.
 AJ2658;SPC TN       -    81,032.964   235,799.318   MT  1.00005434   -2 20 09.9
 AJ2658;SPC TN       -   265,855.65    773,618.26   sFT  1.00005434   -2 20 09.9
 AJ2658;UTM  16      - 3,876,769.270   227,076.433   MT  1.00051813   -1 42 57.9
 AJ2658;UTM  15      - 3,876,822.495   774,694.322   MT  1.00053009   +1 43 38.0
 AJ2658
 AJ2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2658!SPC TN       -   0.99998686  x   1.00005434  =   1.00004120
 AJ2658!UTM  16      -   0.99998686  x   1.00051813  =   1.00050499
 AJ2658!UTM  15      -   0.99998686  x   1.00053009  =   1.00051695
 AJ2658
 AJ2658                          SUPERSEDED SURVEY CONTROL
 AJ2658
 AJ2658.No superseded survey control is available for this station.
 AJ2658
 AJ2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2707676769(NAD 83)
 AJ2658_MARKER: DD = SURVEY DISK
 AJ2658_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2658+WITH SETTING: INFORMATION.
 AJ2658_STAMPING: 160
 AJ2658_MARK LOGO: MLGW  
 AJ2658_PROJECTION: FLUSH
 AJ2658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2658+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2658_ROD/PIPE-DEPTH:  0.8 meters
 AJ2658
 AJ2658  HISTORY     - Date     Condition        Report By
 AJ2658  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2658
 AJ2658                          STATION DESCRIPTION
 AJ2658
 AJ2658'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2658'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 0.60
 AJ2658'MILES (0.97 KM) SOUTH OF THE MEMPHIS INTERNATIONAL AIRPORT.
 AJ2658'TO REACH THE STATION FROM THE INTERSECTION OF HOLMES ROAD AND AIRWAYS
 AJ2658'ROAD, GO SOUTH ON AIRWAYS ROAD FOR APPROXIMATELY 0.70 MILES (1.13 KM)
 AJ2658'TO OAK POST AVENUE.  THE STATION IS ON THE RIGHT.
 AJ2658'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2658'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2658'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 118.00 FEET (35.97 M)
 AJ2658'NORTH OF THE NORTH CURB LINE OF OAK POST AVENUE, 109.40 FEET (33.35 M)
 AJ2658'WEST OF THE WEST CURB LINE OF AIRWAYS ROAD, 18.70 FEET (5.70 M) SOUTH
 AJ2658'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A NATURAL GAS
 AJ2658'STATION NAMED AIRWAYS.  THE STATION IS GUARDED BY A YELLOW CARSONITE
 AJ2658'MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1616 ***********************************************************************
 FC1616  DESIGNATION -  1605
 FC1616  PID         -  FC1616
 FC1616  STATE/COUNTY-  TN/BLOUNT
 FC1616  USGS QUAD   -  BINFIELD (1990)
 FC1616
 FC1616                         *CURRENT SURVEY CONTROL
 FC1616  ___________________________________________________________________
 FC1616* NAD 83(1986)-  35 43 25.     (N)    084 00 06.     (W)     SCALED    
 FC1616* NAVD 88     -       320.562  (meters)    1051.71   (feet)  ADJUSTED  
 FC1616  ___________________________________________________________________
 FC1616  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC1616  DYNAMIC HT  -         320.258 (meters)    1050.71  (feet)  COMP
 FC1616  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FC1616
 FC1616  VERT ORDER  -  FIRST     CLASS II
 FC1616
 FC1616.The horizontal coordinates were scaled from a topographic map and have
 FC1616.an estimated accuracy of +/- 6 seconds.
 FC1616
 FC1616.The orthometric height was determined by differential leveling
 FC1616.and adjusted by the National Geodetic Survey in June 1991..
 FC1616
 FC1616.The geoid height was determined by GEOID03.
 FC1616
 FC1616.The dynamic height is computed by dividing the NAVD 88
 FC1616.geopotential number by the normal gravity value computed on the
 FC1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1616.degrees latitude (g = 980.6199 gals.).
 FC1616
 FC1616.The modeled gravity was interpolated from observed gravity values.
 FC1616
 FC1616;                    North         East    Units  Estimated Accuracy
 FC1616;SPC TN       -   156,100.      780,780.      MT  (+/- 180 meters Scaled)
 FC1616
 FC1616                          SUPERSEDED SURVEY CONTROL
 FC1616
 FC1616  NGVD 29 (12/12/91)  320.681  (m)         1052.10   (f) ADJUSTED    1 2
 FC1616
 FC1616.Superseded values are not recommended for survey control.
 FC1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1616.See file dsdata.txt to determine how the superseded data were derived.
 FC1616
 FC1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE712574(NAD 83)
 FC1616_MARKER: DD = SURVEY DISK
 FC1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1616_SP_SET: CONCRETE POST
 FC1616_STAMPING: 1605
 FC1616_MARK LOGO: TNGS  
 FC1616_PROJECTION: PROJECTING 45 CENTIMETERS
 FC1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1616+STABILITY: SURFACE MOTION
 FC1616
 FC1616  HISTORY     - Date     Condition        Report By
 FC1616  HISTORY     - UNK      MONUMENTED       TNGS
 FC1616  HISTORY     - 1983     GOOD             NGS
 FC1616
 FC1616                          STATION DESCRIPTION
 FC1616
 FC1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1616'4.0 KM (2.5 MI) SW FROM MARYVILLE.
 FC1616'4.0 KM (2.5 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 411 FROM THE
 FC1616'CITY HALL IN MARYVILLE TO THE MARK ON THE LEFT, 8.87 METERS (29.1 FT)
 FC1616'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAYS, 53.13 METERS (274.3 FT)
 FC1616'SOUTHWEST OF A SIGN (WELCOME TO MARYVILLE), 2.74 METERS (9.0 FT)
 FC1616'NORTHEAST OF UTILITY POLE 69 WITH TWO GUY WIRES.
 FC1616'THE MARK IS 0.10 METERS  NW FROM A WITNESS POST.
 FC1616'THE MARK IS 0.18 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1615 ***********************************************************************
 FC1615  DESIGNATION -  1607
 FC1615  PID         -  FC1615
 FC1615  STATE/COUNTY-  TN/BLOUNT
 FC1615  USGS QUAD   -  BINFIELD (1990)
 FC1615
 FC1615                         *CURRENT SURVEY CONTROL
 FC1615  ___________________________________________________________________
 FC1615* NAD 83(1986)-  35 43 00.     (N)    084 00 53.     (W)     SCALED    
 FC1615* NAVD 88     -       345.862  (meters)    1134.72   (feet)  ADJUSTED  
 FC1615  ___________________________________________________________________
 FC1615  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1615  DYNAMIC HT  -         345.534 (meters)    1133.64  (feet)  COMP
 FC1615  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 FC1615
 FC1615  VERT ORDER  -  FIRST     CLASS II
 FC1615
 FC1615.The horizontal coordinates were scaled from a topographic map and have
 FC1615.an estimated accuracy of +/- 6 seconds.
 FC1615
 FC1615.The orthometric height was determined by differential leveling
 FC1615.and adjusted by the National Geodetic Survey in June 1991..
 FC1615
 FC1615.The geoid height was determined by GEOID03.
 FC1615
 FC1615.The dynamic height is computed by dividing the NAVD 88
 FC1615.geopotential number by the normal gravity value computed on the
 FC1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1615.degrees latitude (g = 980.6199 gals.).
 FC1615
 FC1615.The modeled gravity was interpolated from observed gravity values.
 FC1615
 FC1615;                    North         East    Units  Estimated Accuracy
 FC1615;SPC TN       -   155,300.      779,620.      MT  (+/- 180 meters Scaled)
 FC1615
 FC1615                          SUPERSEDED SURVEY CONTROL
 FC1615
 FC1615  NGVD 29 (12/12/91)  345.981  (m)         1135.11   (f) ADJUSTED    1 2
 FC1615
 FC1615.Superseded values are not recommended for survey control.
 FC1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1615.See file dsdata.txt to determine how the superseded data were derived.
 FC1615
 FC1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE700566(NAD 83)
 FC1615_MARKER: DD = SURVEY DISK
 FC1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1615_SP_SET: CONCRETE POST
 FC1615_STAMPING: 1607
 FC1615_MARK LOGO: TNGS  
 FC1615_PROJECTION: FLUSH
 FC1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1615+STABILITY: SURFACE MOTION
 FC1615
 FC1615  HISTORY     - Date     Condition        Report By
 FC1615  HISTORY     - UNK      MONUMENTED       TNGS
 FC1615  HISTORY     - 1983     GOOD             NGS
 FC1615
 FC1615                          STATION DESCRIPTION
 FC1615
 FC1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1615'5.5 KM (3.4 MI) SW FROM MARYVILLE.
 FC1615'5.5 KM (3.4 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 411 FROM THE
 FC1615'CITY HALL IN MARYVILLE TO THE MARK ON THE LEFT, 8.84 METERS (29.0 FT)
 FC1615'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAYS, 0.91 METER (3.0 FT)
 FC1615'NORTHEAST OF THE SOUTHWEST END POST OF A BARBED WIRE FENCE, 0.52 METER
 FC1615'(1.7 FT) SOUTHEAST OF UTILITY POLE 91, 0.24 METER (0.8 FT)
 FC1615'NORTH-NORTHWEST OF A BARBED WIRE FENCE.
 FC1615'THE MARK IS 0.17 METERS  NNW FROM A WITNESS POST.
 FC1615'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0352 ***********************************************************************
 FC0352  DESIGNATION -  1618.244
 FC0352  PID         -  FC0352
 FC0352  STATE/COUNTY-  TN/POLK
 FC0352  USGS QUAD   -  ISABELLA (1978)
 FC0352
 FC0352                         *CURRENT SURVEY CONTROL
 FC0352  ___________________________________________________________________
 FC0352* NAD 83(1986)-  35 05 50.     (N)    084 21 47.     (W)     SCALED    
 FC0352* NAVD 88     -       493.013  (meters)    1617.49   (feet)  ADJUSTED  
 FC0352  ___________________________________________________________________
 FC0352  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FC0352  DYNAMIC HT  -         492.514 (meters)    1615.86  (feet)  COMP
 FC0352  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 FC0352
 FC0352  VERT ORDER  -  SECOND    CLASS II
 FC0352
 FC0352.The horizontal coordinates were scaled from a topographic map and have
 FC0352.an estimated accuracy of +/- 6 seconds.
 FC0352
 FC0352.The orthometric height was determined by differential leveling
 FC0352.and adjusted by the National Geodetic Survey in June 1991..
 FC0352
 FC0352.The geoid height was determined by GEOID03.
 FC0352
 FC0352.The dynamic height is computed by dividing the NAVD 88
 FC0352.geopotential number by the normal gravity value computed on the
 FC0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0352.degrees latitude (g = 980.6199 gals.).
 FC0352
 FC0352.The modeled gravity was interpolated from observed gravity values.
 FC0352
 FC0352;                    North         East    Units  Estimated Accuracy
 FC0352;SPC TN       -    86,000.      749,250.      MT  (+/- 180 meters Scaled)
 FC0352
 FC0352                          SUPERSEDED SURVEY CONTROL
 FC0352
 FC0352  NGVD 29 (??/??/92)  493.052  (m)         1617.62   (f) ADJ UNCH    2 0
 FC0352
 FC0352.Superseded values are not recommended for survey control.
 FC0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0352.See file dsdata.txt to determine how the superseded data were derived.
 FC0352
 FC0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD403870(NAD 83)
 FC0352_MARKER: DB = BENCH MARK DISK
 FC0352_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FC0352_SP_SET: STONE CULVERT WINGWALL
 FC0352_STAMPING: 1618.244
 FC0352_MARK LOGO: USGS  
 FC0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0352+STABILITY: SURFACE MOTION
 FC0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0352+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2005
 FC0352
 FC0352  HISTORY     - Date     Condition        Report By
 FC0352  HISTORY     - UNK      MONUMENTED       USGS
 FC0352  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0352  HISTORY     - 20000711 GOOD             NCGS
 FC0352  HISTORY     - 20000711 GOOD             NCGS
 FC0352  HISTORY     - 20050602 GOOD             CAS
 FC0352
 FC0352                          STATION DESCRIPTION
 FC0352
 FC0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0352'0.7 MI NE FROM HARBUCK.
 FC0352'0.7 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0352'FROM HARBUCK, POLK COUNTY, 0.6 MILE SOUTHWEST OF MILEPOST L 371,
 FC0352'AT THE BRIDGE OVER NIGGER CREEK, IN THE TOP OF THE FOURTH
 FC0352'COURSE OF STONE FROM THE TOP OF THE NORTH STONE ABUTMENT, 12
 FC0352'FEET EAST OF THE EAST RAIL AND ABOUT 13 FEET LOWER THAN THE TOP
 FC0352'OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FC0352'STAMPED 1618.244.
 FC0352
 FC0352                          STATION RECOVERY (2000)
 FC0352
 FC0352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0352'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. PROCEED ALONG
 FC0352'TENNESSEE STATE HIGHWAY 123 FOR 1.25 MI (2.01 KM) WEST FROM THE NORTH
 FC0352'CAROLINA/TENNESSEE STATE LINE, THENCE WEST FOR 3.8 MI (6.1 KM) ALONG
 FC0352'TENNESSEE STATE HIGHWAY 68, THENCE EAST FOR 0.05 MI (0.08 KM) ALONG
 FC0352'KIMSEY DAIRY RD, THENCE SOUTHEAST FOR 0.4 MI (0.6 KM) ALONG A DIRT
 FC0352'ROAD TO THE RAILROAD TRACKS, IN THE EAST WINGWALL OF THE SOUTH END OF
 FC0352'A CULVERT AND IN TOP OF THE FOURTH COURSE OF STONE FROM THE TOP.
 FC0352'MARK IS ABOUT 10-FT LOWER THAN THE RAILROAD TRACKS. LOCATED 204.0 FT
 FC0352'(62.2 M) SOUTHWEST OF THE CENTERLINE OF ROAD AND TRACKS, 19.2 FT (5.9
 FC0352'M) SOUTHEAST OF THE SOUTHEAST RAIL AND 44.3 FT (13.5 M) NORTHWEST OF
 FC0352'THE SOUTHWEST CORNER OF THE FRAME GARAGE.
 FC0352
 FC0352                          STATION RECOVERY (2000)
 FC0352
 FC0352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0352'RECOVERED AS DESCRIBED.
 FC0352
 FC0352                          STATION RECOVERY (2005)
 FC0352
 FC0352'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FC0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0572 ***********************************************************************
 GA0572  DESIGNATION -  1626
 GA0572  PID         -  GA0572
 GA0572  STATE/COUNTY-  TN/WASHINGTON
 GA0572  USGS QUAD   -  JOHNSON CITY (1968)
 GA0572
 GA0572                         *CURRENT SURVEY CONTROL
 GA0572  ___________________________________________________________________
 GA0572* NAD 83(1986)-  36 18 56.     (N)    082 21 11.     (W)     SCALED    
 GA0572* NAVD 88     -       495.522  (meters)    1625.73   (feet)  ADJUSTED  
 GA0572  ___________________________________________________________________
 GA0572  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0572  DYNAMIC HT  -         495.052 (meters)    1624.18  (feet)  COMP
 GA0572  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 GA0572
 GA0572  VERT ORDER  -  SECOND    CLASS 0
 GA0572
 GA0572.The horizontal coordinates were scaled from a topographic map and have
 GA0572.an estimated accuracy of +/- 6 seconds.
 GA0572
 GA0572.The orthometric height was determined by differential leveling
 GA0572.and adjusted by the National Geodetic Survey in June 1991..
 GA0572
 GA0572.The geoid height was determined by GEOID03.
 GA0572
 GA0572.The dynamic height is computed by dividing the NAVD 88
 GA0572.geopotential number by the normal gravity value computed on the
 GA0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0572.degrees latitude (g = 980.6199 gals.).
 GA0572
 GA0572.The modeled gravity was interpolated from observed gravity values.
 GA0572
 GA0572;                    North         East    Units  Estimated Accuracy
 GA0572;SPC TN       -   226,030.      927,430.      MT  (+/- 180 meters Scaled)
 GA0572
 GA0572                          SUPERSEDED SURVEY CONTROL
 GA0572
 GA0572  NGVD 29 (??/??/92)  495.666  (m)         1626.20   (f) ADJ UNCH    2 0
 GA0572
 GA0572.Superseded values are not recommended for survey control.
 GA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0572.See file dsdata.txt to determine how the superseded data were derived.
 GA0572
 GA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785197(NAD 83)
 GA0572_MARKER: DD = SURVEY DISK
 GA0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0572_SP_SET: BUILDING
 GA0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0572
 GA0572  HISTORY     - Date     Condition        Report By
 GA0572  HISTORY     - UNK      MONUMENTED       USGS
 GA0572  HISTORY     - 1934     GOOD             NGS
 GA0572  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0572
 GA0572                          STATION DESCRIPTION
 GA0572
 GA0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0572'AT JOHNSON CITY.
 GA0572'AT JOHNSON CITY, WASHINGTON COUNTY, IN THE SOUTH FACE OF THE
 GA0572'ANDERSON DRUG CO. BRICK BUILDING, 3 FEET WEST OF THE ENTRANCE,
 GA0572'AND 4 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 GA0572'STANDARD DISK, SET VERTICALLY.
 GA0572
 GA0572                          STATION RECOVERY (2001)
 GA0572
 GA0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0572'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0354 ***********************************************************************
 FC0354  DESIGNATION -  1638.000
 FC0354  PID         -  FC0354
 FC0354  STATE/COUNTY-  TN/POLK
 FC0354  USGS QUAD   -  DUCKTOWN (1990)
 FC0354
 FC0354                         *CURRENT SURVEY CONTROL
 FC0354  ___________________________________________________________________
 FC0354* NAD 83(1986)-  35 04 21.     (N)    084 23 33.     (W)     SCALED    
 FC0354* NAVD 88     -       499.135  (meters)    1637.58   (feet)  ADJUSTED  
 FC0354  ___________________________________________________________________
 FC0354  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC0354  DYNAMIC HT  -         498.631 (meters)    1635.93  (feet)  COMP
 FC0354  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 FC0354
 FC0354  VERT ORDER  -  SECOND    CLASS 0
 FC0354
 FC0354.The horizontal coordinates were scaled from a topographic map and have
 FC0354.an estimated accuracy of +/- 6 seconds.
 FC0354
 FC0354.The orthometric height was determined by differential leveling
 FC0354.and adjusted by the National Geodetic Survey in June 1991..
 FC0354
 FC0354.The geoid height was determined by GEOID03.
 FC0354
 FC0354.The dynamic height is computed by dividing the NAVD 88
 FC0354.geopotential number by the normal gravity value computed on the
 FC0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0354.degrees latitude (g = 980.6199 gals.).
 FC0354
 FC0354.The modeled gravity was interpolated from observed gravity values.
 FC0354
 FC0354;                    North         East    Units  Estimated Accuracy
 FC0354;SPC TN       -    83,220.      746,620.      MT  (+/- 180 meters Scaled)
 FC0354
 FC0354                          SUPERSEDED SURVEY CONTROL
 FC0354
 FC0354  NGVD 29 (??/??/92)  499.174  (m)         1637.71   (f) ADJ UNCH    2 0
 FC0354
 FC0354.Superseded values are not recommended for survey control.
 FC0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0354.See file dsdata.txt to determine how the superseded data were derived.
 FC0354
 FC0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD377841(NAD 83)
 FC0354_MARKER: DD = SURVEY DISK
 FC0354_SETTING: 66 = SET IN ROCK OUTCROP
 FC0354_SP_SET: LEDGE
 FC0354_STAMPING: 1638.000
 FC0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0354+STABILITY: POSITION/ELEVATION WELL
 FC0354
 FC0354  HISTORY     - Date     Condition        Report By
 FC0354  HISTORY     - UNK      MONUMENTED       USGS
 FC0354  HISTORY     - 1933     GOOD             NGS
 FC0354
 FC0354                          STATION DESCRIPTION
 FC0354
 FC0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0354'2.6 MI N FROM POSTELLE.
 FC0354'2.6 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0354'THE STATION AT POSTELLE, POLK COUNTY, 500 FEET NORTH OF BRIDGE 64,
 FC0354'125 FEET NORTH OF MILEPOST L 374, 250 FEET EAST OF THE TRACK,
 FC0354'120 FEET EAST OF BRUSH CREEK, 75 FEET SOUTH OF A FENCE, ON
 FC0354'THE WEST SIDE OF A HILL, AND IN THE TOP OF A ROCK LEDGE, ABOUT
 FC0354'25 FEET LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 FC0354'STANDARD DISK, STAMPED 1638.000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2659 ***********************************************************************
 AJ2659  DESIGNATION -  164
 AJ2659  PID         -  AJ2659
 AJ2659  STATE/COUNTY-  TN/SHELBY
 AJ2659  USGS QUAD   -  OLIVE BRANCH (1982)
 AJ2659
 AJ2659                         *CURRENT SURVEY CONTROL
 AJ2659  ___________________________________________________________________
 AJ2659* NAD 83(1995)-  34 59 39.79642(N)    089 50 54.53445(W)     ADJUSTED  
 AJ2659* NAVD 88     -       110.05   (meters)     361.1    (feet)  LEVELING  
 AJ2659  ___________________________________________________________________
 AJ2659  X           -      13,832.927 (meters)                     COMP
 AJ2659  Y           -  -5,230,833.273 (meters)                     COMP
 AJ2659  Z           -   3,637,404.227 (meters)                     COMP
 AJ2659  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AJ2659  ELLIP HEIGHT-          82.56  (meters)          (04/26/01) GPS OBS
 AJ2659  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AJ2659
 AJ2659  HORZ ORDER  -  FIRST
 AJ2659  VERT ORDER  -  THIRD ?
 AJ2659  ELLP ORDER  -  FOURTH    CLASS I
 AJ2659
 AJ2659.The horizontal coordinates were established by GPS observations
 AJ2659.and adjusted by the National Geodetic Survey in April 2001..
 AJ2659
 AJ2659.The orthometric height was determined by differential leveling.
 AJ2659.The vertical network tie was performed by a horz. field party for horz.
 AJ2659.obs reductions. Reset procedures were used to establish the elevation.
 AJ2659
 AJ2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2659
 AJ2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2659
 AJ2659.The ellipsoidal height was determined by GPS observations
 AJ2659.and is referenced to NAD 83.
 AJ2659
 AJ2659.The geoid height was determined by GEOID03.
 AJ2659
 AJ2659;                    North         East     Units Scale Factor Converg.
 AJ2659;SPC TN       -    80,252.979   248,726.401   MT  1.00005494   -2 15 11.0
 AJ2659;SPC TN       -   263,296.65    816,029.87   sFT  1.00005494   -2 15 11.0
 AJ2659;UTM  16      - 3,876,128.778   240,016.631   MT  1.00043312   -1 38 04.2
 AJ2659
 AJ2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2659!SPC TN       -   0.99998704  x   1.00005494  =   1.00004198
 AJ2659!UTM  16      -   0.99998704  x   1.00043312  =   1.00042016
 AJ2659
 AJ2659                          SUPERSEDED SURVEY CONTROL
 AJ2659
 AJ2659.No superseded survey control is available for this station.
 AJ2659
 AJ2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4001776129(NAD 83)
 AJ2659_MARKER: DD = SURVEY DISK
 AJ2659_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2659+WITH SETTING: INFORMATION.
 AJ2659_STAMPING: 164
 AJ2659_MARK LOGO: MLGW  
 AJ2659_PROJECTION: FLUSH
 AJ2659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2659+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2659_ROD/PIPE-DEPTH:  0.8 meters
 AJ2659
 AJ2659  HISTORY     - Date     Condition        Report By
 AJ2659  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2659
 AJ2659                          STATION DESCRIPTION
 AJ2659
 AJ2659'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2659'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 2.50
 AJ2659'MILES (4.02 KM) SOUTH OF THE HICKORY HILL COMMUNITY AT THE
 AJ2659'TENNESSEE-MISSISSIPPI STATE LINE.
 AJ2659'TO REACH THE STATION FROM THE INTERSECTION OF HOLMES ROAD AND CRUMPLER
 AJ2659'ROAD, GO SOUTH ON CRUMPLER ROAD FOR APPROXIMATELY 0.80 MILES (1.29 KM)
 AJ2659'TO STATE LINE ROAD.  THE STATION IS ON THE RIGHT.
 AJ2659'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2659'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2659'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 144.OO FEET SOUTH OF THE
 AJ2659'CENTER OF A 30 INCH CONCRETE DRAIN PIPE UNDER CRUMPLER ROAD, 135.00
 AJ2659'FEET (41.15 M) SOUTH OF THE SOUTH LINE OF A CEMETERY, 30.00 FEET (9.14
 AJ2659'M) WEST OF THE CENTERLINE OF CRUMPLER ROAD AND IN LINE WITH THE
 AJ2659'CENTERLINE PROJECTION OF STATE LINE ROAD, 26.50 FEET (8.08 M)
 AJ2659'SOUTHWEST OF A WOOD POWER POLE NO.  135856.  THE CAP AND CONCRETE ARE
 AJ2659'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2660 ***********************************************************************
 AJ2660  DESIGNATION -  165
 AJ2660  PID         -  AJ2660
 AJ2660  STATE/COUNTY-  TN/SHELBY
 AJ2660  USGS QUAD   -  OLIVE BRANCH (1982)
 AJ2660
 AJ2660                         *CURRENT SURVEY CONTROL
 AJ2660  ___________________________________________________________________
 AJ2660* NAD 83(1995)-  34 59 40.49992(N)    089 48 46.30227(W)     ADJUSTED  
 AJ2660* NAVD 88     -       124.11   (meters)     407.2    (feet)  LEVELING  
 AJ2660  ___________________________________________________________________
 AJ2660  X           -      17,084.863 (meters)                     COMP
 AJ2660  Y           -  -5,230,822.739 (meters)                     COMP
 AJ2660  Z           -   3,637,430.045 (meters)                     COMP
 AJ2660  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AJ2660  ELLIP HEIGHT-          96.61  (meters)          (04/26/01) GPS OBS
 AJ2660  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AJ2660
 AJ2660  HORZ ORDER  -  FIRST
 AJ2660  VERT ORDER  -  THIRD ?
 AJ2660  ELLP ORDER  -  FOURTH    CLASS I
 AJ2660
 AJ2660.The horizontal coordinates were established by GPS observations
 AJ2660.and adjusted by the National Geodetic Survey in April 2001..
 AJ2660
 AJ2660.The orthometric height was determined by differential leveling.
 AJ2660.The vertical network tie was performed by a horz. field party for horz.
 AJ2660.obs reductions. Reset procedures were used to establish the elevation.
 AJ2660
 AJ2660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2660
 AJ2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2660
 AJ2660.The ellipsoidal height was determined by GPS observations
 AJ2660.and is referenced to NAD 83.
 AJ2660
 AJ2660.The geoid height was determined by GEOID03.
 AJ2660
 AJ2660;                    North         East     Units Scale Factor Converg.
 AJ2660;SPC TN       -    80,147.385   251,976.844   MT  1.00005489   -2 13 55.9
 AJ2660;SPC TN       -   262,950.21    826,694.03   sFT  1.00005489   -2 13 55.9
 AJ2660;UTM  16      - 3,876,058.243   243,269.221   MT  1.00041240   -1 36 50.6
 AJ2660
 AJ2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2660!SPC TN       -   0.99998484  x   1.00005489  =   1.00003972
 AJ2660!UTM  16      -   0.99998484  x   1.00041240  =   1.00039723
 AJ2660
 AJ2660                          SUPERSEDED SURVEY CONTROL
 AJ2660
 AJ2660.No superseded survey control is available for this station.
 AJ2660
 AJ2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4326976058(NAD 83)
 AJ2660_MARKER: DD = SURVEY DISK
 AJ2660_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2660+WITH SETTING: INFORMATION.
 AJ2660_STAMPING: 165
 AJ2660_MARK LOGO: MLGW  
 AJ2660_PROJECTION: FLUSH
 AJ2660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2660+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AJ2660_ROD/PIPE-DEPTH:  0.8 meters
 AJ2660
 AJ2660  HISTORY     - Date     Condition        Report By
 AJ2660  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2660  HISTORY     - 20031030 GOOD             TN1620
 AJ2660
 AJ2660                          STATION DESCRIPTION
 AJ2660
 AJ2660'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2660'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 2.50
 AJ2660'MILES (4.02 KM) SOUTHEAST OF THE HICKORY HILL COMMUNITY AT THE
 AJ2660'TENNESSEE MISSISSIPPI STATE LINE.
 AJ2660'TO REACH THE STATION FROM THE INTERSECTION OF RIVERDALE ROAD
 AJ2660'(RIVERDALE ROAD TO THE NORTH, GERMANTOWN ROAD TO THE SOUTH) AND STATE
 AJ2660'LINE ROAD, AT THE TENNESSEE-MISSISSIPPI STATE LINE, PROCEED EAST ON
 AJ2660'STATE LINE ROAD APPROXIMATELY 1.00 MILES (1.61 KM) TO ALEXANDER ROAD
 AJ2660'(ALEXANDER ROAD TO SOUTH INTO MISSISSIPPI) .  THE STATION IS ON THE
 AJ2660'LEFT.
 AJ2660'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2660'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2660'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 100.40 FEET (30.60 M)
 AJ2660'SOUTHEAST OF A WOOD POWER POLE NO.  225298, 64.00 FEET (19.51 M) EAST
 AJ2660'OF THE CENTERLINE PROJECTION OF ALEXANDER ROAD, 11.10 FEET (3.38 M)
 AJ2660'NORTH OF THE NORTH EDGE OF PAVEMENT OF STATE LINE ROAD, 6.80 FEET
 AJ2660'(2.07 M) SOUTH OF A SPLIT RAIL FENCE.  THE CAP AND CONCRETE ARE SET
 AJ2660'FLUSH WITH THE GROUND.
 AJ2660
 AJ2660                          STATION RECOVERY (2003)
 AJ2660
 AJ2660'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG2077 ***********************************************************************
 EG2077  DESIGNATION -  166
 EG2077  PID         -  EG2077
 EG2077  STATE/COUNTY-  TN/SHELBY
 EG2077  USGS QUAD   -  BYHALIA NW (1971)
 EG2077
 EG2077                         *CURRENT SURVEY CONTROL
 EG2077  ___________________________________________________________________
 EG2077* NAD 83(1995)-  34 59 32.20201(N)    089 44 31.24344(W)     ADJUSTED  
 EG2077* NAVD 88     -       107.141  (meters)     351.51   (feet)  ADJUSTED  
 EG2077  ___________________________________________________________________
 EG2077  X           -      23,553.673 (meters)                     COMP
 EG2077  Y           -  -5,230,930.360 (meters)                     COMP
 EG2077  Z           -   3,637,210.824 (meters)                     COMP
 EG2077  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EG2077  ELLIP HEIGHT-          79.64  (meters)          (04/26/01) GPS OBS
 EG2077  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EG2077  DYNAMIC HT  -         107.041 (meters)     351.18  (feet)  COMP
 EG2077  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 EG2077
 EG2077  HORZ ORDER  -  FIRST
 EG2077  VERT ORDER  -  FIRST     CLASS II
 EG2077  ELLP ORDER  -  FOURTH    CLASS I
 EG2077
 EG2077.The horizontal coordinates were established by GPS observations
 EG2077.and adjusted by the National Geodetic Survey in April 2001..
 EG2077
 EG2077.The orthometric height was determined by differential leveling
 EG2077.and adjusted by the National Geodetic Survey in August 1995..
 EG2077
 EG2077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2077
 EG2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2077
 EG2077.The ellipsoidal height was determined by GPS observations
 EG2077.and is referenced to NAD 83.
 EG2077
 EG2077.The geoid height was determined by GEOID03.
 EG2077
 EG2077.The dynamic height is computed by dividing the NAVD 88
 EG2077.geopotential number by the normal gravity value computed on the
 EG2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG2077.degrees latitude (g = 980.6199 gals.).
 EG2077
 EG2077.The modeled gravity was interpolated from observed gravity values.
 EG2077
 EG2077;                    North         East     Units Scale Factor Converg.
 EG2077;SPC TN       -    79,642.237   258,430.769   MT  1.00005547   -2 11 26.6
 EG2077;SPC TN       -   261,292.91    847,868.28   sFT  1.00005547   -2 11 26.6
 EG2077;UTM  16      - 3,875,622.567   249,730.394   MT  1.00037202   -1 34 23.8
 EG2077
 EG2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2077!SPC TN       -   0.99998750  x   1.00005547  =   1.00004297
 EG2077!UTM  16      -   0.99998750  x   1.00037202  =   1.00035951
 EG2077
 EG2077                          SUPERSEDED SURVEY CONTROL
 EG2077
 EG2077  NAVD 88 (03/28/02)  107.14   (m)          351.5    (f) LEVELING    3  
 EG2077
 EG2077.Superseded values are not recommended for survey control.
 EG2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2077.See file dsdata.txt to determine how the superseded data were derived.
 EG2077
 EG2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4973075623(NAD 83)
 EG2077_MARKER: DD = SURVEY DISK
 EG2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2077_SP_SET: CONCRETE POST
 EG2077_STAMPING: 166
 EG2077_MARK LOGO: MLGW  
 EG2077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EG2077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2077+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 EG2077
 EG2077  HISTORY     - Date     Condition        Report By
 EG2077  HISTORY     - UNK      MONUMENTED       MLGW
 EG2077  HISTORY     - 19920114 GOOD             NGS
 EG2077  HISTORY     - 19991228 GOOD             TN1620
 EG2077  HISTORY     - 20031002 GOOD             USACE
 EG2077  HISTORY     - 20031030 GOOD             TN1620
 EG2077
 EG2077                          STATION DESCRIPTION
 EG2077
 EG2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 EG2077'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EG2077'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 EG2077'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 6.1 KM (3.80 MI)
 EG2077'SOUTHWESTERLY ALONG COUNTY ROAD 175, THENCE 1.6 KM (1.00 MI) SOUTHERLY
 EG2077'ALONG REYNOLDS ROAD, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG HOLMES
 EG2077'ROAD, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG CENTER HILL ROAD, 81.3
 EG2077'M (266.7 FT) NORTH OF THE EXTENDED CENTER OF STATE LINE ROAD, 50.9 M
 EG2077'(167.0 FT) SOUTH OF THE WEST END OF A 30-INCH PIPE CULVERT, 16.2 M
 EG2077'(53.1 FT) NORTHEAST OF A UTILITY POLE, 5.1 M (16.7 FT) WEST OF AND
 EG2077'LEVEL WITH THE CENTER OF THE ROAD, 2.3 M (7.5 FT) EAST OF A WITNESS
 EG2077'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 EG2077
 EG2077                          STATION RECOVERY (1999)
 EG2077
 EG2077'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 EG2077'RECOVERED AS DESCRIBED.
 EG2077
 EG2077                          STATION RECOVERY (2003)
 EG2077
 EG2077'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EG2077'MARK IS ACTUALLY IN DESOTO COUNTY, MS.
 EG2077
 EG2077                          STATION RECOVERY (2003)
 EG2077
 EG2077'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 EG2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2661 ***********************************************************************
 AJ2661  DESIGNATION -  167
 AJ2661  PID         -  AJ2661
 AJ2661  STATE/COUNTY-  TN/SHELBY
 AJ2661  USGS QUAD   -  COLLIERVILLE (1965)
 AJ2661
 AJ2661                         *CURRENT SURVEY CONTROL
 AJ2661  ___________________________________________________________________
 AJ2661* NAD 83(1995)-  35 00 03.72669(N)    089 42 24.01202(W)     ADJUSTED  
 AJ2661* NAVD 88     -       116.0    (meters)     381.     (feet)  GPS OBS   
 AJ2661  ___________________________________________________________________
 AJ2661  X           -      26,777.475 (meters)                     COMP
 AJ2661  Y           -  -5,230,364.892 (meters)                     COMP
 AJ2661  Z           -   3,638,011.730 (meters)                     COMP
 AJ2661  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AJ2661  ELLIP HEIGHT-          88.47  (meters)          (04/26/01) GPS OBS
 AJ2661  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AJ2661
 AJ2661  HORZ ORDER  -  FIRST
 AJ2661  ELLP ORDER  -  FOURTH    CLASS I
 AJ2661
 AJ2661.The horizontal coordinates were established by GPS observations
 AJ2661.and adjusted by the National Geodetic Survey in April 2001..
 AJ2661
 AJ2661.The orthometric height was determined by GPS observations and a
 AJ2661.high-resolution geoid model.
 AJ2661
 AJ2661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2661
 AJ2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2661
 AJ2661.The ellipsoidal height was determined by GPS observations
 AJ2661.and is referenced to NAD 83.
 AJ2661
 AJ2661.The geoid height was determined by GEOID03.
 AJ2661
 AJ2661;                    North         East     Units Scale Factor Converg.
 AJ2661;SPC TN       -    80,490.318   261,692.015   MT  1.00005326   -2 10 12.1
 AJ2661;SPC TN       -   264,075.32    858,567.89   sFT  1.00005326   -2 10 12.1
 AJ2661;UTM  16      - 3,876,505.994   252,983.317   MT  1.00035208   -1 33 11.9
 AJ2661
 AJ2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2661!SPC TN       -   0.99998611  x   1.00005326  =   1.00003937
 AJ2661!UTM  16      -   0.99998611  x   1.00035208  =   1.00033819
 AJ2661
 AJ2661                          SUPERSEDED SURVEY CONTROL
 AJ2661
 AJ2661.No superseded survey control is available for this station.
 AJ2661
 AJ2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5298376506(NAD 83)
 AJ2661_MARKER: DD = SURVEY DISK
 AJ2661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2661+WITH SETTING: INFORMATION.
 AJ2661_STAMPING: 167
 AJ2661_MARK LOGO: MLGW  
 AJ2661_PROJECTION: FLUSH
 AJ2661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2661+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 AJ2661_ROD/PIPE-DEPTH:  0.8 meters
 AJ2661
 AJ2661  HISTORY     - Date     Condition        Report By
 AJ2661  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2661  HISTORY     - 20030507 GOOD             TN1620
 AJ2661
 AJ2661                          STATION DESCRIPTION
 AJ2661
 AJ2661'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2661'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 0.60
 AJ2661'MILES (0.97 KM) SOUTH OF COLLIERVILLE TENNESSEE.
 AJ2661'TO REACH THE STATION FROM THE INTERSECTION OF THE EAST SHELBY DRIVE
 AJ2661'AND FLEMING ROAD IN COLLIERVILLE, PROCEED SOUTH ON FLEMING ROAD FOR
 AJ2661'APPROXIMATELY 1.50 MILE (2.41 KM) TO HOLMES ROAD EAST, CONTINUE SOUTH
 AJ2661'OF FLEMING ROAD FOR 0.35 MILES (0.56 KM) TO THE STATION ON THE LEFT.
 AJ2661'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2661'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2661'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED APPROXIMATELY 0.20 MILES
 AJ2661'(0.32 KM) NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE, 58.00 FEET
 AJ2661'(17.68 M) SOUTH OF A 18 INCH OAK TREE IN A FENCE LINE (TREE IS BLAZED
 AJ2661'ON THE SOUTH SIDE) , 17.50 FEET (5.33 M) WEST OF THE CENTERLINE OF
 AJ2661'FLEMING ROAD, 2.00 FEET (0.61 M) EAST OF A BARBWIRE FENCE.  THE
 AJ2661'STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE
 AJ2661'ARE SET FLUSH WITH THE GROUND.
 AJ2661
 AJ2661                          STATION RECOVERY (2003)
 AJ2661
 AJ2661'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2662 ***********************************************************************
 AJ2662  DESIGNATION -  169
 AJ2662  PID         -  AJ2662
 AJ2662  STATE/COUNTY-  TN/SHELBY
 AJ2662  USGS QUAD   -  BYHALIA NW (1971)
 AJ2662
 AJ2662                         *CURRENT SURVEY CONTROL
 AJ2662  ___________________________________________________________________
 AJ2662* NAD 83(1995)-  34 59 49.42227(N)    089 39 47.47754(W)     ADJUSTED  
 AJ2662* NAVD 88     -       126.1    (meters)     414.     (feet)  GPS OBS   
 AJ2662  ___________________________________________________________________
 AJ2662  X           -      30,748.329 (meters)                     COMP
 AJ2662  Y           -  -5,230,604.124 (meters)                     COMP
 AJ2662  Z           -   3,637,656.383 (meters)                     COMP
 AJ2662  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AJ2662  ELLIP HEIGHT-          98.51  (meters)          (04/26/01) GPS OBS
 AJ2662  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AJ2662
 AJ2662  HORZ ORDER  -  FIRST
 AJ2662  ELLP ORDER  -  FOURTH    CLASS I
 AJ2662
 AJ2662.The horizontal coordinates were established by GPS observations
 AJ2662.and adjusted by the National Geodetic Survey in April 2001..
 AJ2662
 AJ2662.The orthometric height was determined by GPS observations and a
 AJ2662.high-resolution geoid model.
 AJ2662
 AJ2662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2662
 AJ2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2662
 AJ2662.The ellipsoidal height was determined by GPS observations
 AJ2662.and is referenced to NAD 83.
 AJ2662
 AJ2662.The geoid height was determined by GEOID03.
 AJ2662
 AJ2662;                    North         East     Units Scale Factor Converg.
 AJ2662;SPC TN       -    79,900.361   265,642.240   MT  1.00005426   -2 08 40.5
 AJ2662;SPC TN       -   262,139.77    871,527.92   sFT  1.00005426   -2 08 40.5
 AJ2662;UTM  16      - 3,875,958.421   256,940.794   MT  1.00032817   -1 31 41.4
 AJ2662
 AJ2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2662!SPC TN       -   0.99998454  x   1.00005426  =   1.00003880
 AJ2662!UTM  16      -   0.99998454  x   1.00032817  =   1.00031270
 AJ2662
 AJ2662                          SUPERSEDED SURVEY CONTROL
 AJ2662
 AJ2662.No superseded survey control is available for this station.
 AJ2662
 AJ2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5694175958(NAD 83)
 AJ2662_MARKER: DD = SURVEY DISK
 AJ2662_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2662+WITH SETTING: INFORMATION.
 AJ2662_STAMPING: 169
 AJ2662_MARK LOGO: MLGW  
 AJ2662_PROJECTION: FLUSH
 AJ2662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2662+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2662_ROD/PIPE-DEPTH:  0.8 meters
 AJ2662
 AJ2662  HISTORY     - Date     Condition        Report By
 AJ2662  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2662
 AJ2662                          STATION DESCRIPTION
 AJ2662
 AJ2662'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2662'THE STATION IS LOCATED IN SOUTHEAST SHELBY COUNTY APPROXIMATELY 1.25
 AJ2662'MILES (2.01 KM) SOUTH OF COLLIERVILLE TENNESSEE.
 AJ2662'TO REACH THE STATION FROM THE INTERSECTION OF QUINN ROAD AND EAST
 AJ2662'SHELBY DRIVE IN COLLIERVILLE, PROCEED SOUTH ON QUINN ROAD FOR
 AJ2662'APPROXIMATELY 1.70 MILE (2.74 KM) TO HOLMES ROAD.  TURN RIGHT AND GO
 AJ2662'WEST ON HOLMES ROAD FOR APPROXIMATELY 0.10 MILES (0.16 KM) TO THE
 AJ2662'STATION ON THE RIGHT.
 AJ2662'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2662'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2662'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED APPROXIMATELY 0.25 MILES
 AJ2662'(0.40 KM) NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE.  THE STATION
 AJ2662'IS LOCATED 132.00 FEET (40.23 M) WEST OF A WOOD POWER POLE NO.  73
 AJ2662'(POLE NO.  HAS BEEN DAMAGED) , 57.00 FEET (17.37 M) SOUTHWEST OF A
 AJ2662'MAILBOX FOR ADDRESS 11974 HOLMES ROAD, 24.00 FEET (7.32 M) SOUTH OF
 AJ2662'THE CENTERLINE OF HOLMES ROAD.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2662'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0558 ***********************************************************************
 GA0558  DESIGNATION -  1696
 GA0558  PID         -  GA0558
 GA0558  STATE/COUNTY-  TN/WASHINGTON
 GA0558  USGS QUAD   -  JONESBOROUGH (1968)
 GA0558
 GA0558                         *CURRENT SURVEY CONTROL
 GA0558  ___________________________________________________________________
 GA0558* NAD 83(1986)-  36 17 39.     (N)    082 28 23.     (W)     SCALED    
 GA0558* NAVD 88     -       516.755  (meters)    1695.39   (feet)  ADJUSTED  
 GA0558  ___________________________________________________________________
 GA0558  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0558  DYNAMIC HT  -         516.262 (meters)    1693.77  (feet)  COMP
 GA0558  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 GA0558
 GA0558  VERT ORDER  -  SECOND    CLASS 0
 GA0558
 GA0558.The horizontal coordinates were scaled from a topographic map and have
 GA0558.an estimated accuracy of +/- 6 seconds.
 GA0558
 GA0558.The orthometric height was determined by differential leveling
 GA0558.and adjusted by the National Geodetic Survey in June 1991..
 GA0558
 GA0558.The geoid height was determined by GEOID03.
 GA0558
 GA0558.The dynamic height is computed by dividing the NAVD 88
 GA0558.geopotential number by the normal gravity value computed on the
 GA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0558.degrees latitude (g = 980.6199 gals.).
 GA0558
 GA0558.The modeled gravity was interpolated from observed gravity values.
 GA0558
 GA0558;                    North         East    Units  Estimated Accuracy
 GA0558;SPC TN       -   223,260.      916,740.      MT  (+/- 180 meters Scaled)
 GA0558
 GA0558                          SUPERSEDED SURVEY CONTROL
 GA0558
 GA0558  NGVD 29 (??/??/92)  516.890  (m)         1695.83   (f) ADJ UNCH    2 0
 GA0558
 GA0558.Superseded values are not recommended for survey control.
 GA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0558.See file dsdata.txt to determine how the superseded data were derived.
 GA0558
 GA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA677175(NAD 83)
 GA0558_MARKER: DD = SURVEY DISK
 GA0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0558_SP_SET: STAIRCASE
 GA0558_STAMPING: 1696
 GA0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0558
 GA0558  HISTORY     - Date     Condition        Report By
 GA0558  HISTORY     - 1934     MONUMENTED       USGS
 GA0558  HISTORY     - 1953     GOOD             NGS
 GA0558  HISTORY     - 20010331 GOOD             NGS
 GA0558
 GA0558                          STATION DESCRIPTION
 GA0558
 GA0558'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GA0558'AT JONESBORO.
 GA0558'AT JONESBORO, WASHINGTON COUNTY, AT THE COUNTY COURTHOUSE,
 GA0558'ON THE NORTH SIDE OF THE BUILDING, AND IN THE EAST FACE OF THE
 GA0558'CONCRETE STAIRCASE, 4 FEET ABOVE THE SIDEWALK.  A UNITED STATES
 GA0558'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1696 AND SET VERTICALLY.
 GA0558
 GA0558                          STATION RECOVERY (1953)
 GA0558
 GA0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GA0558'RECOVERED IN GOOD CONDITION.
 GA0558
 GA0558                          STATION RECOVERY (2001)
 GA0558
 GA0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0558'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0139 ***********************************************************************
 FC0139  DESIGNATION -  1721
 FC0139  PID         -  FC0139
 FC0139  STATE/COUNTY-  TN/LOUDON
 FC0139  USGS QUAD   -  LENOIR CITY (1986)
 FC0139
 FC0139                         *CURRENT SURVEY CONTROL
 FC0139  ___________________________________________________________________
 FC0139* NAD 83(1986)-  35 49 56.     (N)    084 20 41.     (W)     SCALED    
 FC0139* NAVD 88     -       350.918  (meters)    1151.30   (feet)  ADJUSTED  
 FC0139  ___________________________________________________________________
 FC0139  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0139  DYNAMIC HT  -         350.585 (meters)    1150.21  (feet)  COMP
 FC0139  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 FC0139
 FC0139  VERT ORDER  -  SECOND    CLASS 0
 FC0139
 FC0139.The horizontal coordinates were scaled from a topographic map and have
 FC0139.an estimated accuracy of +/- 6 seconds.
 FC0139
 FC0139.The orthometric height was determined by differential leveling
 FC0139.and adjusted by the National Geodetic Survey in June 1991..
 FC0139
 FC0139.The geoid height was determined by GEOID03.
 FC0139
 FC0139.The dynamic height is computed by dividing the NAVD 88
 FC0139.geopotential number by the normal gravity value computed on the
 FC0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0139.degrees latitude (g = 980.6199 gals.).
 FC0139
 FC0139.The modeled gravity was interpolated from observed gravity values.
 FC0139
 FC0139;                    North         East    Units  Estimated Accuracy
 FC0139;SPC TN       -   167,570.      749,550.      MT  (+/- 180 meters Scaled)
 FC0139
 FC0139                          SUPERSEDED SURVEY CONTROL
 FC0139
 FC0139  NGVD 29 (??/??/92)  351.030  (m)         1151.67   (f) ADJ UNCH    2 0
 FC0139
 FC0139.Superseded values are not recommended for survey control.
 FC0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0139.See file dsdata.txt to determine how the superseded data were derived.
 FC0139
 FC0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE398685(NAD 83)
 FC0139_MARKER: DD = SURVEY DISK
 FC0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0139_STAMPING: 1721
 FC0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0139+STABILITY: SURFACE MOTION
 FC0139
 FC0139  HISTORY     - Date     Condition        Report By
 FC0139  HISTORY     - UNK      MONUMENTED       TNGS
 FC0139  HISTORY     - 1936     GOOD             TVA
 FC0139
 FC0139                          STATION DESCRIPTION
 FC0139
 FC0139'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0139'4 MI NW FROM LENOIR CITY.
 FC0139'IN ROANE COUNTY, 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM
 FC0139'THE SOUTHERN RAILWAY STATION AT LENOIR CITY, LOUDON COUNTY, 3.2
 FC0139'MILES WEST ALONG U.S. HIGHWAY 70, 0.4 MILE EAST OF THE CARDWELL
 FC0139'CHAPEL METHODIST CHURCH, AT THE TOP OF A HILL, OPPOSITE A LOG
 FC0139'HOUSE, 50 YARDS EAST OF A LONE 30-INCH TREE, 10 YARDS NORTHEAST
 FC0139'OF A POLE, 34 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FC0139'ON THE BANK OF A 10-FOOT CUT, AND ABOUT 15 FEET HIGHER THAN THE
 FC0139'ROADWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1721 AND SET IN
 FC0139'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0141 ***********************************************************************
 FC0141  DESIGNATION -  1723
 FC0141  PID         -  FC0141
 FC0141  STATE/COUNTY-  TN/ROANE
 FC0141  USGS QUAD   -  LENOIR CITY (1986)
 FC0141
 FC0141                         *CURRENT SURVEY CONTROL
 FC0141  ___________________________________________________________________
 FC0141* NAD 83(1986)-  35 50 26.     (N)    084 22 22.     (W)     SCALED    
 FC0141* NAVD 88     -       361.200  (meters)    1185.04   (feet)  ADJUSTED  
 FC0141  ___________________________________________________________________
 FC0141  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FC0141  DYNAMIC HT  -         360.854 (meters)    1183.90  (feet)  COMP
 FC0141  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 FC0141
 FC0141  VERT ORDER  -  SECOND    CLASS 0
 FC0141
 FC0141.The horizontal coordinates were scaled from a topographic map and have
 FC0141.an estimated accuracy of +/- 6 seconds.
 FC0141
 FC0141.The orthometric height was determined by differential leveling
 FC0141.and adjusted by the National Geodetic Survey in June 1991..
 FC0141
 FC0141.The geoid height was determined by GEOID03.
 FC0141
 FC0141.The dynamic height is computed by dividing the NAVD 88
 FC0141.geopotential number by the normal gravity value computed on the
 FC0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0141.degrees latitude (g = 980.6199 gals.).
 FC0141
 FC0141.The modeled gravity was interpolated from observed gravity values.
 FC0141
 FC0141;                    North         East    Units  Estimated Accuracy
 FC0141;SPC TN       -   168,450.      747,000.      MT  (+/- 180 meters Scaled)
 FC0141
 FC0141                          SUPERSEDED SURVEY CONTROL
 FC0141
 FC0141  NGVD 29 (??/??/92)  361.308  (m)         1185.39   (f) ADJ UNCH    2 0
 FC0141
 FC0141.Superseded values are not recommended for survey control.
 FC0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0141.See file dsdata.txt to determine how the superseded data were derived.
 FC0141
 FC0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE372694(NAD 83)
 FC0141_MARKER: DD = SURVEY DISK
 FC0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0141_STAMPING: 1723
 FC0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0141+STABILITY: SURFACE MOTION
 FC0141
 FC0141  HISTORY     - Date     Condition        Report By
 FC0141  HISTORY     - UNK      MONUMENTED       TNGS
 FC0141  HISTORY     - 1936     GOOD             TVA
 FC0141  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FC0141
 FC0141                          STATION DESCRIPTION
 FC0141
 FC0141'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0141'4 MI NW FROM LENOIR CITY.
 FC0141'IN ROANE COUNTY, 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 95
 FC0141'FROM THE SOUTHERN RAILWAY STATION AT LENOIR CITY, LOUDON COUNTY,
 FC0141'4.8 MILES NORTHWEST ALONG U.S. HIGHWAY 70, 1.1 MILES WEST OF
 FC0141'THE CARDWELL CHAPEL METHODIST CHURCH, AT A SHARP CURVE, 100
 FC0141'YARDS EAST OF THE ROSS CAMPBELL GENERAL STORE, 50 FEET FROM THE
 FC0141'SOUTHWEST CORNER OF THE HOUSE, AT THE ENTRANCE TO A WOODSHED,
 FC0141'130 FEET NORTH OF POLE 8265, AND 199 FEET WEST OF THE CENTERLINE
 FC0141'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1723
 FC0141'AND SET IN THE TOP OF A CONCRETE POST.
 FC0141
 FC0141                          STATION RECOVERY (1969)
 FC0141
 FC0141'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FC0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0142 ***********************************************************************
 FC0142  DESIGNATION -  1725
 FC0142  PID         -  FC0142
 FC0142  STATE/COUNTY-  TN/ROANE
 FC0142  USGS QUAD   -  CAVE CREEK (1989)
 FC0142
 FC0142                         *CURRENT SURVEY CONTROL
 FC0142  ___________________________________________________________________
 FC0142* NAD 83(1986)-  35 50 21.     (N)    084 23 53.     (W)     SCALED    
 FC0142* NAVD 88     -       352.812  (meters)    1157.52   (feet)  ADJUSTED  
 FC0142  ___________________________________________________________________
 FC0142  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FC0142  DYNAMIC HT  -         352.476 (meters)    1156.41  (feet)  COMP
 FC0142  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 FC0142
 FC0142  VERT ORDER  -  SECOND    CLASS 0
 FC0142
 FC0142.The horizontal coordinates were scaled from a topographic map and have
 FC0142.an estimated accuracy of +/- 6 seconds.
 FC0142
 FC0142.The orthometric height was determined by differential leveling
 FC0142.and adjusted by the National Geodetic Survey in June 1991..
 FC0142
 FC0142.The geoid height was determined by GEOID03.
 FC0142
 FC0142.The dynamic height is computed by dividing the NAVD 88
 FC0142.geopotential number by the normal gravity value computed on the
 FC0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0142.degrees latitude (g = 980.6199 gals.).
 FC0142
 FC0142.The modeled gravity was interpolated from observed gravity values.
 FC0142
 FC0142;                    North         East    Units  Estimated Accuracy
 FC0142;SPC TN       -   168,260.      744,720.      MT  (+/- 180 meters Scaled)
 FC0142
 FC0142                          SUPERSEDED SURVEY CONTROL
 FC0142
 FC0142  NGVD 29 (??/??/92)  352.921  (m)         1157.88   (f) ADJ UNCH    2 0
 FC0142
 FC0142.Superseded values are not recommended for survey control.
 FC0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0142.See file dsdata.txt to determine how the superseded data were derived.
 FC0142
 FC0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE350692(NAD 83)
 FC0142_MARKER: DD = SURVEY DISK
 FC0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0142_STAMPING: 1725
 FC0142_MARK LOGO: TNGS  
 FC0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0142+STABILITY: SURFACE MOTION
 FC0142
 FC0142  HISTORY     - Date     Condition        Report By
 FC0142  HISTORY     - UNK      MONUMENTED       TNGS
 FC0142  HISTORY     - 1936     GOOD             TVA
 FC0142
 FC0142                          STATION DESCRIPTION
 FC0142
 FC0142'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0142'8.2 MI E FROM KINGSTON.
 FC0142'8.2 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 FC0142'AT KINGSTON, ROANE COUNTY, 2.8 MILES WEST OF THE CARDWELL
 FC0142'CHAPEL METHODIST CHURCH, 2.0 MILES WEST OF THE CONDRE SINCLAIR
 FC0142'SERVICE STATION, 0.9 MILE WEST OF THE CROSSING OF A POWER-TRANSMISSION
 FC0142'LINE, 85 FEET NORTH OF THE NORTH EDGE OF A HOUSE AT THE CENTER
 FC0142'OF A PLOWED FIELD, 58.8 FEET WEST OF POLE 8321, 55.5 FEET EAST
 FC0142'OF POLE 8322, AND 2 FEET SOUTH OF A ROW OF POLES.  A STATE SURVEY
 FC0142'STANDARD DISK, STAMPED 1725 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0143 ***********************************************************************
 FC0143  DESIGNATION -  1726
 FC0143  PID         -  FC0143
 FC0143  STATE/COUNTY-  TN/ROANE
 FC0143  USGS QUAD   -  CAVE CREEK (1989)
 FC0143
 FC0143                         *CURRENT SURVEY CONTROL
 FC0143  ___________________________________________________________________
 FC0143* NAD 83(1986)-  35 50 24.     (N)    084 24 23.     (W)     SCALED    
 FC0143* NAVD 88     -       346.562  (meters)    1137.01   (feet)  ADJUSTED  
 FC0143  ___________________________________________________________________
 FC0143  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0143  DYNAMIC HT  -         346.232 (meters)    1135.93  (feet)  COMP
 FC0143  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FC0143
 FC0143  VERT ORDER  -  SECOND    CLASS 0
 FC0143
 FC0143.The horizontal coordinates were scaled from a topographic map and have
 FC0143.an estimated accuracy of +/- 6 seconds.
 FC0143
 FC0143.The orthometric height was determined by differential leveling
 FC0143.and adjusted by the National Geodetic Survey in June 1991..
 FC0143
 FC0143.The geoid height was determined by GEOID03.
 FC0143
 FC0143.The dynamic height is computed by dividing the NAVD 88
 FC0143.geopotential number by the normal gravity value computed on the
 FC0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0143.degrees latitude (g = 980.6199 gals.).
 FC0143
 FC0143.The modeled gravity was interpolated from observed gravity values.
 FC0143
 FC0143;                    North         East    Units  Estimated Accuracy
 FC0143;SPC TN       -   168,340.      743,960.      MT  (+/- 180 meters Scaled)
 FC0143
 FC0143                          SUPERSEDED SURVEY CONTROL
 FC0143
 FC0143  NGVD 29 (??/??/92)  346.671  (m)         1137.37   (f) ADJ UNCH    2 0
 FC0143
 FC0143.Superseded values are not recommended for survey control.
 FC0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0143.See file dsdata.txt to determine how the superseded data were derived.
 FC0143
 FC0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE342693(NAD 83)
 FC0143_MARKER: DD = SURVEY DISK
 FC0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0143_STAMPING: 1726
 FC0143_MARK LOGO: TNGS  
 FC0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0143+STABILITY: SURFACE MOTION
 FC0143
 FC0143  HISTORY     - Date     Condition        Report By
 FC0143  HISTORY     - UNK      MONUMENTED       TNGS
 FC0143  HISTORY     - 1936     GOOD             TVA
 FC0143
 FC0143                          STATION DESCRIPTION
 FC0143
 FC0143'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0143'7.5 MI E FROM KINGSTON.
 FC0143'7.5 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 FC0143'AT KINGSTON, ROANE COUNTY, 0.9 MILE EAST OF A WHITE CHURCH
 FC0143'OPPOSITE A ROAD JUNCTION, 0.4 MILE WEST OF LOG CABIN CAMP,
 FC0143'AT THE TOP OF A CUT, 32 FEET SOUTHWEST OF THE CENTERLINE OF
 FC0143'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1726 AND
 FC0143'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0408 ***********************************************************************
 GA0408  DESIGNATION -  1785
 GA0408  PID         -  GA0408
 GA0408  STATE/COUNTY-  TN/CARTER
 GA0408  USGS QUAD   -  ELIZABETHTON (1968)
 GA0408
 GA0408                         *CURRENT SURVEY CONTROL
 GA0408  ___________________________________________________________________
 GA0408* NAD 83(1986)-  36 16 55.     (N)    082 10 42.     (W)     SCALED    
 GA0408* NAVD 88     -       543.685  (meters)    1783.74   (feet)  ADJUSTED  
 GA0408  ___________________________________________________________________
 GA0408  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0408  DYNAMIC HT  -         543.153 (meters)    1781.99  (feet)  COMP
 GA0408  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 GA0408
 GA0408  VERT ORDER  -  FIRST     CLASS II
 GA0408
 GA0408.The horizontal coordinates were scaled from a topographic map and have
 GA0408.an estimated accuracy of +/- 6 seconds.
 GA0408
 GA0408.The orthometric height was determined by differential leveling
 GA0408.and adjusted by the National Geodetic Survey in June 1991..
 GA0408
 GA0408.The geoid height was determined by GEOID03.
 GA0408
 GA0408.The dynamic height is computed by dividing the NAVD 88
 GA0408.geopotential number by the normal gravity value computed on the
 GA0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0408.degrees latitude (g = 980.6199 gals.).
 GA0408
 GA0408.The modeled gravity was interpolated from observed gravity values.
 GA0408
 GA0408;                    North         East    Units  Estimated Accuracy
 GA0408;SPC TN       -   222,900.      943,250.      MT  (+/- 180 meters Scaled)
 GA0408
 GA0408                          SUPERSEDED SURVEY CONTROL
 GA0408
 GA0408  NGVD 29 (??/??/92)  543.820  (m)         1784.18   (f) ADJ UNCH    1 2
 GA0408
 GA0408.Superseded values are not recommended for survey control.
 GA0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0408.See file dsdata.txt to determine how the superseded data were derived.
 GA0408
 GA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA941158(NAD 83)
 GA0408_MARKER: DD = SURVEY DISK
 GA0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0408_SP_SET: BUILDING
 GA0408_STAMPING: 1784.373 FT ASH
 GA0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0408
 GA0408  HISTORY     - Date     Condition        Report By
 GA0408  HISTORY     - UNK      MONUMENTED       USGS
 GA0408  HISTORY     - 1933     GOOD             NGS
 GA0408
 GA0408                          STATION DESCRIPTION
 GA0408
 GA0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GA0408'AT HAMPTON.
 GA0408'AT HAMPTON, CARTER COUNTY, IN THE WEST WALL OF LAKEVIEW INN,
 GA0408'1 FOOT FROM THE NORTHWEST CORNER, AND 3 FEET ABOVE THE GRADE.
 GA0408'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1784.373
 GA0408'FT. ASH AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2565 ***********************************************************************
 AJ2565  DESIGNATION -  18
 AJ2565  PID         -  AJ2565
 AJ2565  STATE/COUNTY-  TN/SHELBY
 AJ2565  USGS QUAD   -  ARLINGTON (1973)
 AJ2565
 AJ2565                         *CURRENT SURVEY CONTROL
 AJ2565  ___________________________________________________________________
 AJ2565* NAD 83(1995)-  35 22 27.18987(N)    089 39 55.05557(W)     ADJUSTED  
 AJ2565* NAVD 88     -       102.4    (meters)     336.     (feet)  GPS OBS   
 AJ2565  ___________________________________________________________________
 AJ2565  X           -      30,415.195 (meters)                     COMP
 AJ2565  Y           -  -5,206,474.948 (meters)                     COMP
 AJ2565  Z           -   3,671,841.446 (meters)                     COMP
 AJ2565  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AJ2565  ELLIP HEIGHT-          75.11  (meters)          (04/26/01) GPS OBS
 AJ2565  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2565
 AJ2565  HORZ ORDER  -  FIRST
 AJ2565  ELLP ORDER  -  FOURTH    CLASS I
 AJ2565
 AJ2565.The horizontal coordinates were established by GPS observations
 AJ2565.and adjusted by the National Geodetic Survey in April 2001..
 AJ2565
 AJ2565.The orthometric height was determined by GPS observations and a
 AJ2565.high-resolution geoid model.
 AJ2565
 AJ2565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2565
 AJ2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2565
 AJ2565.The ellipsoidal height was determined by GPS observations
 AJ2565.and is referenced to NAD 83.
 AJ2565
 AJ2565.The geoid height was determined by GEOID03.
 AJ2565
 AJ2565;                    North         East     Units Scale Factor Converg.
 AJ2565;SPC TN       -   121,722.161   267,016.944   MT  0.99998040   -2 08 44.9
 AJ2565;SPC TN       -   399,350.12    876,038.09   sFT  0.99998040   -2 08 44.9
 AJ2565;UTM  16      - 3,917,805.510   257,871.020   MT  1.00032255   -1 32 37.4
 AJ2565
 AJ2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2565!SPC TN       -   0.99998821  x   0.99998040  =   0.99996861
 AJ2565!UTM  16      -   0.99998821  x   1.00032255  =   1.00031076
 AJ2565
 AJ2565                          SUPERSEDED SURVEY CONTROL
 AJ2565
 AJ2565.No superseded survey control is available for this station.
 AJ2565
 AJ2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5787117806(NAD 83)
 AJ2565_MARKER: DD = SURVEY DISK
 AJ2565_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2565+WITH SETTING: INFORMATION.
 AJ2565_STAMPING: 018
 AJ2565_MARK LOGO: MLGW  
 AJ2565_PROJECTION: FLUSH
 AJ2565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2565+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2565_ROD/PIPE-DEPTH:  0.8 meters
 AJ2565
 AJ2565  HISTORY     - Date     Condition        Report By
 AJ2565  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2565
 AJ2565                          STATION DESCRIPTION
 AJ2565
 AJ2565'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2565'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 0.75
 AJ2565'MILES (1.21 KM) SOUTH OF THE SHELBY-TIPTON COUNTY LINE.
 AJ2565'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2565'ROAD AND MACEDONIA ROAD, PROCEED SOUTH ON COLLIERVILLE-ARLINGTON ROAD
 AJ2565'APPROXIMATELY 0.50 MILE (0.80 KM) TO A UNDERGROUND GAS LINE CROSSING.
 AJ2565'THE STATION IS ON THE RIGHT.
 AJ2565'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2565'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2565'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 306.00 FEET (93.27 M)
 AJ2565'SOUTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY TO ADDRESS 9115
 AJ2565'COLLIERVILLE-ARLINGTON ROAD, 174.20 FEET (53.10 M) SOUTHWEST OF A WOOD
 AJ2565'POWER POLE NO.  83698, 92.90 FEET (28.32 M) NORTHWEST OF A 29 INCH OAK
 AJ2565'TREE, 31.50 FEET (9.60 M) WEST OF THE CENTERLINE OF
 AJ2565'COLLIERVILLE-ARLINGTON ROAD, 11.30 FEET (3.44 M) SOUTH OF A GAS LINE
 AJ2565'MARKER (METAL POST PAINTED WHITE AND RED WITH A WARNING SIGN ATTACHED)
 AJ2565'.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0726 ***********************************************************************
 FC0726  DESIGNATION -  1817
 FC0726  PID         -  FC0726
 FC0726  STATE/COUNTY-  TN/ROANE
 FC0726  USGS QUAD   -  HARRIMAN (1980)
 FC0726
 FC0726                         *CURRENT SURVEY CONTROL
 FC0726  ___________________________________________________________________
 FC0726* NAD 83(1986)-  35 53 12.     (N)    084 33 13.     (W)     SCALED    
 FC0726* NAVD 88     -       243.628  (meters)     799.30   (feet)  ADJUSTED  
 FC0726  ___________________________________________________________________
 FC0726  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0726  DYNAMIC HT  -         243.402 (meters)     798.56  (feet)  COMP
 FC0726  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FC0726
 FC0726  VERT ORDER  -  SECOND    CLASS 0
 FC0726
 FC0726.The horizontal coordinates were scaled from a topographic map and have
 FC0726.an estimated accuracy of +/- 6 seconds.
 FC0726
 FC0726.The orthometric height was determined by differential leveling
 FC0726.and adjusted by the National Geodetic Survey in June 1991..
 FC0726
 FC0726.The geoid height was determined by GEOID03.
 FC0726
 FC0726.The dynamic height is computed by dividing the NAVD 88
 FC0726.geopotential number by the normal gravity value computed on the
 FC0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0726.degrees latitude (g = 980.6199 gals.).
 FC0726
 FC0726.The modeled gravity was interpolated from observed gravity values.
 FC0726
 FC0726;                    North         East    Units  Estimated Accuracy
 FC0726;SPC TN       -   173,310.      730,590.      MT  (+/- 180 meters Scaled)
 FC0726
 FC0726                          SUPERSEDED SURVEY CONTROL
 FC0726
 FC0726  NGVD 29 (??/??/92)  243.738  (m)          799.66   (f) ADJ UNCH    2 0
 FC0726
 FC0726.Superseded values are not recommended for survey control.
 FC0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0726.See file dsdata.txt to determine how the superseded data were derived.
 FC0726
 FC0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE208741(NAD 83)
 FC0726_MARKER: DD = SURVEY DISK
 FC0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0726_STAMPING: 1817
 FC0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0726+STABILITY: SURFACE MOTION
 FC0726
 FC0726  HISTORY     - Date     Condition        Report By
 FC0726  HISTORY     - UNK      MONUMENTED       TNGS
 FC0726  HISTORY     - 1936     GOOD             TVA
 FC0726
 FC0726                          STATION DESCRIPTION
 FC0726
 FC0726'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0726'3.2 MI NW FROM KINGSTON.
 FC0726'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 70 FROM THE COUNTY
 FC0726'COURTHOUSE AT KINGSTON, ROANE COUNTY, 0.8 MILE NORTHEAST OF THE
 FC0726'SHELLEY SERVICE STATION, 1.7 MILES NORTHWEST OF THE NORTHWEST END
 FC0726'OF A BRIDGE OVER CLINCH RIVER, 46 YARDS SOUTHWEST OF A SMALL PIPE
 FC0726'CULVERT, OPPOSITE AN OLD BLACKSMITH SHANTY, 8 YARDS SOUTHWEST OF A
 FC0726'POLE, 15 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ON A
 FC0726'SHOULDER.  A STATE SURVEY STANDARD DISK, STAMPED 1817 AND SET IN
 FC0726'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0722 ***********************************************************************
 FC0722  DESIGNATION -  1820
 FC0722  PID         -  FC0722
 FC0722  STATE/COUNTY-  TN/ROANE
 FC0722  USGS QUAD   -  BACON GAP (1980)
 FC0722
 FC0722                         *CURRENT SURVEY CONTROL
 FC0722  ___________________________________________________________________
 FC0722* NAD 83(1986)-  35 52 16.     (N)    084 30 54.     (W)     SCALED    
 FC0722* NAVD 88     -       232.870  (meters)     764.01   (feet)  ADJUSTED  
 FC0722  ___________________________________________________________________
 FC0722  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0722  DYNAMIC HT  -         232.655 (meters)     763.30  (feet)  COMP
 FC0722  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FC0722
 FC0722  VERT ORDER  -  SECOND    CLASS 0
 FC0722
 FC0722.The horizontal coordinates were scaled from a topographic map and have
 FC0722.an estimated accuracy of +/- 6 seconds.
 FC0722
 FC0722.The orthometric height was determined by differential leveling
 FC0722.and adjusted by the National Geodetic Survey in June 1991..
 FC0722
 FC0722.The geoid height was determined by GEOID03.
 FC0722
 FC0722.The dynamic height is computed by dividing the NAVD 88
 FC0722.geopotential number by the normal gravity value computed on the
 FC0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0722.degrees latitude (g = 980.6199 gals.).
 FC0722
 FC0722.The modeled gravity was interpolated from observed gravity values.
 FC0722
 FC0722;                    North         East    Units  Estimated Accuracy
 FC0722;SPC TN       -   171,630.      734,100.      MT  (+/- 180 meters Scaled)
 FC0722
 FC0722                          SUPERSEDED SURVEY CONTROL
 FC0722
 FC0722  NGVD 29 (??/??/92)  232.980  (m)          764.37   (f) ADJ UNCH    2 0
 FC0722
 FC0722.Superseded values are not recommended for survey control.
 FC0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0722.See file dsdata.txt to determine how the superseded data were derived.
 FC0722
 FC0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE243725(NAD 83)
 FC0722_MARKER: DD = SURVEY DISK
 FC0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0722_STAMPING: 1820
 FC0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0722+STABILITY: SURFACE MOTION
 FC0722
 FC0722  HISTORY     - Date     Condition        Report By
 FC0722  HISTORY     - UNK      MONUMENTED       TNGS
 FC0722  HISTORY     - 1936     GOOD             TVA
 FC0722
 FC0722                          STATION DESCRIPTION
 FC0722
 FC0722'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0722'AT KINGSTON.
 FC0722'AT KINGSTON, ROANE COUNTY, AT THE NORTHEAST CORNER OF THE COUNTY
 FC0722'COURTHOUSE LAWN, 18 YARDS FROM THE WEST ENTRANCE, AND 20 YARDS
 FC0722'FROM THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 FC0722'STAMPED 1820 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0892 ***********************************************************************
 FC0892  DESIGNATION -  1826.5
 FC0892  PID         -  FC0892
 FC0892  STATE/COUNTY-  TN/CUMBERLAND
 FC0892  USGS QUAD   -  CARDIFF (1990)
 FC0892
 FC0892                         *CURRENT SURVEY CONTROL
 FC0892  ___________________________________________________________________
 FC0892* NAD 83(1986)-  35 53 22.     (N)    084 44 31.     (W)     SCALED    
 FC0892* NAVD 88     -       441.123  (meters)    1447.25   (feet)  ADJUSTED  
 FC0892  ___________________________________________________________________
 FC0892  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC0892  DYNAMIC HT  -         440.704 (meters)    1445.88  (feet)  COMP
 FC0892  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FC0892
 FC0892  VERT ORDER  -  SECOND    CLASS 0
 FC0892
 FC0892.The horizontal coordinates were scaled from a topographic map and have
 FC0892.an estimated accuracy of +/- 6 seconds.
 FC0892
 FC0892.The orthometric height was determined by differential leveling
 FC0892.and adjusted by the National Geodetic Survey in June 1991..
 FC0892
 FC0892.The geoid height was determined by GEOID03.
 FC0892
 FC0892.The dynamic height is computed by dividing the NAVD 88
 FC0892.geopotential number by the normal gravity value computed on the
 FC0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0892.degrees latitude (g = 980.6199 gals.).
 FC0892
 FC0892.The modeled gravity was interpolated from observed gravity values.
 FC0892
 FC0892;                    North         East    Units  Estimated Accuracy
 FC0892;SPC TN       -   173,380.      713,580.      MT  (+/- 180 meters Scaled)
 FC0892
 FC0892                          SUPERSEDED SURVEY CONTROL
 FC0892
 FC0892  NGVD 29 (??/??/92)  441.212  (m)         1447.54   (f) ADJ UNCH    2 0
 FC0892
 FC0892.Superseded values are not recommended for survey control.
 FC0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0892.See file dsdata.txt to determine how the superseded data were derived.
 FC0892
 FC0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE038740(NAD 83)
 FC0892_MARKER: DB = BENCH MARK DISK
 FC0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0892_STAMPING: 1826.5
 FC0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0892+STABILITY: SURFACE MOTION
 FC0892
 FC0892  HISTORY     - Date     Condition        Report By
 FC0892  HISTORY     - UNK      MONUMENTED       TNGS
 FC0892  HISTORY     - 1960     GOOD             NGS
 FC0892
 FC0892                          STATION DESCRIPTION
 FC0892
 FC0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0892'1.8 MI NE FROM DAYSVILLE.
 FC0892'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 1.1 MILES
 FC0892'NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THEN 0.75 MILE
 FC0892'EAST ON A TRACK ROAD TO THE INTERSECTION OF A GRAVELED ROAD.
 FC0892'THE BENCH MARK IS 84 FT. SOUTHWEST OF A FENCE CORNER, 34 FT.
 FC0892'EAST OF THE CENTER OF A DRIVEWAY LEADING TO A BARN, 24 FT. NORTHWEST
 FC0892'OF THE CENTER OF A GRAVELED ROAD, AND 0.4 FT. NORTHWEST OF A WITNESS
 FC0892'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4
 FC0892'INCHES AND ABOUT 2 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0671 ***********************************************************************
 FC0671  DESIGNATION -  1842
 FC0671  PID         -  FC0671
 FC0671  STATE/COUNTY-  TN/RHEA
 FC0671  USGS QUAD   -  SPRING CITY (1990)
 FC0671
 FC0671                         *CURRENT SURVEY CONTROL
 FC0671  ___________________________________________________________________
 FC0671* NAD 83(1986)-  35 44 06.     (N)    084 48 43.     (W)     SCALED    
 FC0671* NAVD 88     -       258.158  (meters)     846.97   (feet)  ADJUSTED  
 FC0671  ___________________________________________________________________
 FC0671  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0671  DYNAMIC HT  -         257.916 (meters)     846.18  (feet)  COMP
 FC0671  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 FC0671
 FC0671  VERT ORDER  -  FIRST     CLASS II
 FC0671
 FC0671.The horizontal coordinates were scaled from a topographic map and have
 FC0671.an estimated accuracy of +/- 6 seconds.
 FC0671
 FC0671.The orthometric height was determined by differential leveling
 FC0671.and adjusted by the National Geodetic Survey in June 1991..
 FC0671
 FC0671.The geoid height was determined by GEOID03.
 FC0671
 FC0671.The dynamic height is computed by dividing the NAVD 88
 FC0671.geopotential number by the normal gravity value computed on the
 FC0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0671.degrees latitude (g = 980.6199 gals.).
 FC0671
 FC0671.The modeled gravity was interpolated from observed gravity values.
 FC0671
 FC0671;                    North         East    Units  Estimated Accuracy
 FC0671;SPC TN       -   156,170.      707,470.      MT  (+/- 180 meters Scaled)
 FC0671
 FC0671                          SUPERSEDED SURVEY CONTROL
 FC0671
 FC0671  NGVD 29 (??/??/92)  258.243  (m)          847.25   (f) ADJ UNCH    1 2
 FC0671
 FC0671.Superseded values are not recommended for survey control.
 FC0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0671.See file dsdata.txt to determine how the superseded data were derived.
 FC0671
 FC0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE978567(NAD 83)
 FC0671_MARKER: DD = SURVEY DISK
 FC0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0671_STAMPING: 1842
 FC0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0671+STABILITY: SURFACE MOTION
 FC0671
 FC0671  HISTORY     - Date     Condition        Report By
 FC0671  HISTORY     - UNK      MONUMENTED       TNGS
 FC0671  HISTORY     - 1950     GOOD             NGS
 FC0671
 FC0671                          STATION DESCRIPTION
 FC0671
 FC0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0671'4.2 MI NE FROM SPRING CITY.
 FC0671'4.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0671'AT SPRING CITY, ABOUT 1.3 MILES NORTHEAST OF THE STATION SIGN AT
 FC0671'LORRAINE, 163 YARDS SOUTHWEST OF A ROAD CROSSING, AT THE NORTHEAST
 FC0671'END OF A FILL, 43 FEET NORTHWEST OF THE NORTHWEST RAIL, 4.5 FEET
 FC0671'SOUTHEAST OF A FENCE LINE, 53 FEET NORTHEAST OF A 4-INCH CEDAR
 FC0671'TREE IN FENCE LINE, 1/2 FOOT SOUTHEAST OF A T.V.A. STEEL WITNESS
 FC0671'POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC0671'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0728 ***********************************************************************
 FC0728  DESIGNATION -  1850
 FC0728  PID         -  FC0728
 FC0728  STATE/COUNTY-  TN/ROANE
 FC0728  USGS QUAD   -  HARRIMAN (1980)
 FC0728
 FC0728                         *CURRENT SURVEY CONTROL
 FC0728  ___________________________________________________________________
 FC0728* NAD 83(1986)-  35 53 36.     (N)    084 34 04.     (W)     SCALED    
 FC0728* NAVD 88     -       291.711  (meters)     957.06   (feet)  ADJUSTED  
 FC0728  ___________________________________________________________________
 FC0728  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0728  DYNAMIC HT  -         291.442 (meters)     956.17  (feet)  COMP
 FC0728  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 FC0728
 FC0728  VERT ORDER  -  SECOND    CLASS 0
 FC0728
 FC0728.The horizontal coordinates were scaled from a topographic map and have
 FC0728.an estimated accuracy of +/- 6 seconds.
 FC0728
 FC0728.The orthometric height was determined by differential leveling
 FC0728.and adjusted by the National Geodetic Survey in June 1991..
 FC0728
 FC0728.The geoid height was determined by GEOID03.
 FC0728
 FC0728.The dynamic height is computed by dividing the NAVD 88
 FC0728.geopotential number by the normal gravity value computed on the
 FC0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0728.degrees latitude (g = 980.6199 gals.).
 FC0728
 FC0728.The modeled gravity was interpolated from observed gravity values.
 FC0728
 FC0728;                    North         East    Units  Estimated Accuracy
 FC0728;SPC TN       -   174,030.      729,300.      MT  (+/- 180 meters Scaled)
 FC0728
 FC0728                          SUPERSEDED SURVEY CONTROL
 FC0728
 FC0728  NGVD 29 (??/??/92)  291.824  (m)          957.43   (f) ADJ UNCH    2 0
 FC0728
 FC0728.Superseded values are not recommended for survey control.
 FC0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0728.See file dsdata.txt to determine how the superseded data were derived.
 FC0728
 FC0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE195748(NAD 83)
 FC0728_MARKER: DD = SURVEY DISK
 FC0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0728_STAMPING: 1850
 FC0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0728+STABILITY: SURFACE MOTION
 FC0728
 FC0728  HISTORY     - Date     Condition        Report By
 FC0728  HISTORY     - UNK      MONUMENTED       TNGS
 FC0728  HISTORY     - 1936     GOOD             TVA
 FC0728
 FC0728                          STATION DESCRIPTION
 FC0728
 FC0728'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0728'3.6 MI S FROM HARRIMAN.
 FC0728'3.6 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL AT
 FC0728'HARRIMAN, ROANE COUNTY, 1.1 MILES SOUTH OF THE MONKS SERVICE
 FC0728'STATION, 1.1 MILES NORTH OF THE SHELLEY SERVICE STATION AT THE
 FC0728'JUNCTION WITH U.S. HIGHWAY 70, 115 FEET SOUTHWEST OF THE FRANK
 FC0728'LADD HOUSE, 100 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE,
 FC0728'AT A HIGHWAY CUT, AT THE TOP OF A HILL, AND 20 FEET WEST OF THE
 FC0728'CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 FC0728'1850 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0463 ***********************************************************************
 GA0463  DESIGNATION -  1870.01
 GA0463  PID         -  GA0463
 GA0463  STATE/COUNTY-  TN/CARTER
 GA0463  USGS QUAD   -  ELIZABETHTON (1968)
 GA0463
 GA0463                         *CURRENT SURVEY CONTROL
 GA0463  ___________________________________________________________________
 GA0463* NAD 83(1986)-  36 15 54.     (N)    082 11 16.     (W)     SCALED    
 GA0463* NAVD 88     -       569.782  (meters)    1869.36   (feet)  ADJUSTED  
 GA0463  ___________________________________________________________________
 GA0463  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA0463  DYNAMIC HT  -         569.221 (meters)    1867.52  (feet)  COMP
 GA0463  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 GA0463
 GA0463  VERT ORDER  -  SECOND    CLASS 0
 GA0463
 GA0463.The horizontal coordinates were scaled from a topographic map and have
 GA0463.an estimated accuracy of +/- 6 seconds.
 GA0463
 GA0463.The orthometric height was determined by differential leveling
 GA0463.and adjusted by the National Geodetic Survey in June 1991..
 GA0463
 GA0463.The geoid height was determined by GEOID03.
 GA0463
 GA0463.The dynamic height is computed by dividing the NAVD 88
 GA0463.geopotential number by the normal gravity value computed on the
 GA0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0463.degrees latitude (g = 980.6199 gals.).
 GA0463
 GA0463.The modeled gravity was interpolated from observed gravity values.
 GA0463
 GA0463;                    North         East    Units  Estimated Accuracy
 GA0463;SPC TN       -   220,990.      942,480.      MT  (+/- 180 meters Scaled)
 GA0463
 GA0463                          SUPERSEDED SURVEY CONTROL
 GA0463
 GA0463  NGVD 29 (??/??/92)  569.913  (m)         1869.79   (f) ADJ UNCH    2 0
 GA0463
 GA0463.Superseded values are not recommended for survey control.
 GA0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0463.See file dsdata.txt to determine how the superseded data were derived.
 GA0463
 GA0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA933139(NAD 83)
 GA0463_MARKER: Z = SEE DESCRIPTION
 GA0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0463_SP_SET: CULVERT
 GA0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0463
 GA0463  HISTORY     - Date     Condition        Report By
 GA0463  HISTORY     - UNK      MONUMENTED       USGS
 GA0463  HISTORY     - 1935     GOOD             NGS
 GA0463
 GA0463                          STATION DESCRIPTION
 GA0463
 GA0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0463'1.3 MI S FROM HAMPTON.
 GA0463'1.3 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0463'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0463'COUNTY, 0.5 MILE NORTH OF THE JUNCTION OF THE GAP CREEK ROAD,
 GA0463'AT A CONCRETE CULVERT, 60 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 GA0463'OF THE R.C. SMALLING RESIDENCE, 4-1/2 YARDS EAST OF THE CENTERLINE
 GA0463'OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE HEADWALL, AND
 GA0463'LEVEL WITH THE HIGHWAY.  AN OUTLINED SQUARE, MARKED BMWP 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1311 ***********************************************************************
 GC1311  DESIGNATION -  19 6 10
 GC1311  PID         -  GC1311
 GC1311  STATE/COUNTY-  TN/DAVIDSON
 GC1311  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1311
 GC1311                         *CURRENT SURVEY CONTROL
 GC1311  ___________________________________________________________________
 GC1311* NAD 83(1986)-  36 05 53.     (N)    087 01 22.     (W)     SCALED    
 GC1311* NAVD 88     -       185.485  (meters)     608.55   (feet)  ADJUSTED  
 GC1311  ___________________________________________________________________
 GC1311  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC1311  DYNAMIC HT  -         185.325 (meters)     608.02  (feet)  COMP
 GC1311  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GC1311
 GC1311  VERT ORDER  -  FIRST     CLASS II
 GC1311
 GC1311.The horizontal coordinates were scaled from a topographic map and have
 GC1311.an estimated accuracy of +/- 6 seconds.
 GC1311
 GC1311.The orthometric height was determined by differential leveling
 GC1311.and adjusted by the National Geodetic Survey in June 1991..
 GC1311
 GC1311.The geoid height was determined by GEOID03.
 GC1311
 GC1311.The dynamic height is computed by dividing the NAVD 88
 GC1311.geopotential number by the normal gravity value computed on the
 GC1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1311.degrees latitude (g = 980.6199 gals.).
 GC1311
 GC1311.The modeled gravity was interpolated from observed gravity values.
 GC1311
 GC1311;                    North         East    Units  Estimated Accuracy
 GC1311;SPC TN       -   196,280.      507,900.      MT  (+/- 180 meters Scaled)
 GC1311
 GC1311                          SUPERSEDED SURVEY CONTROL
 GC1311
 GC1311  NGVD 29 (??/??/92)  185.507  (m)          608.62   (f) ADJ UNCH    1 2
 GC1311
 GC1311.Superseded values are not recommended for survey control.
 GC1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1311.See file dsdata.txt to determine how the superseded data were derived.
 GC1311
 GC1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE979948(NAD 83)
 GC1311_MARKER: DD = SURVEY DISK
 GC1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1311_STAMPING: 19 6 10
 GC1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1311+STABILITY: SURFACE MOTION
 GC1311
 GC1311  HISTORY     - Date     Condition        Report By
 GC1311  HISTORY     - UNK      MONUMENTED       TNDG
 GC1311  HISTORY     - 1948     GOOD             NGS
 GC1311
 GC1311                          STATION DESCRIPTION
 GC1311
 GC1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1311'2.2 MI NE FROM PEGRAM.
 GC1311'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1311'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 0.35 MILE NORTH
 GC1311'ALONG OLD CHARLOTTE ROAD, ON THE EAST SIDE OF THE ROAD IN FRONT
 GC1311'OF J.F. PALMORES FARM HOUSE, 15 FEET EAST OF THE CENTER LINE OF
 GC1311'THE ROAD, 19 FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY, 13
 GC1311'FEET NORTHWEST OF THE NORTH GATE POST, 22 FEET SOUTH OF THE CENTER
 GC1311'LINE OF A WALK TO THE HOUSE, 4.5 FEET WEST OF THE YARD FENCE,
 GC1311'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GC1311'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GC1311'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1312 ***********************************************************************
 GC1312  DESIGNATION -  19 6 12
 GC1312  PID         -  GC1312
 GC1312  STATE/COUNTY-  TN/DAVIDSON
 GC1312  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1312
 GC1312                         *CURRENT SURVEY CONTROL
 GC1312  ___________________________________________________________________
 GC1312* NAD 83(1986)-  36 06 17.     (N)    087 01 14.     (W)     SCALED    
 GC1312* NAVD 88     -       204.827  (meters)     672.00   (feet)  ADJUSTED  
 GC1312  ___________________________________________________________________
 GC1312  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC1312  DYNAMIC HT  -         204.650 (meters)     671.42  (feet)  COMP
 GC1312  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GC1312
 GC1312  VERT ORDER  -  FIRST     CLASS II
 GC1312
 GC1312.The horizontal coordinates were scaled from a topographic map and have
 GC1312.an estimated accuracy of +/- 6 seconds.
 GC1312
 GC1312.The orthometric height was determined by differential leveling
 GC1312.and adjusted by the National Geodetic Survey in June 1991..
 GC1312
 GC1312.The geoid height was determined by GEOID03.
 GC1312
 GC1312.The dynamic height is computed by dividing the NAVD 88
 GC1312.geopotential number by the normal gravity value computed on the
 GC1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1312.degrees latitude (g = 980.6199 gals.).
 GC1312
 GC1312.The modeled gravity was interpolated from observed gravity values.
 GC1312
 GC1312;                    North         East    Units  Estimated Accuracy
 GC1312;SPC TN       -   197,010.      508,110.      MT  (+/- 180 meters Scaled)
 GC1312
 GC1312                          SUPERSEDED SURVEY CONTROL
 GC1312
 GC1312  NGVD 29 (??/??/92)  204.849  (m)          672.08   (f) ADJ UNCH    1 2
 GC1312
 GC1312.Superseded values are not recommended for survey control.
 GC1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1312.See file dsdata.txt to determine how the superseded data were derived.
 GC1312
 GC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE981955(NAD 83)
 GC1312_MARKER: DD = SURVEY DISK
 GC1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1312_STAMPING: 19 6 12
 GC1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1312+STABILITY: SURFACE MOTION
 GC1312
 GC1312  HISTORY     - Date     Condition        Report By
 GC1312  HISTORY     - UNK      MONUMENTED       TNDG
 GC1312  HISTORY     - 1948     GOOD             NGS
 GC1312
 GC1312                          STATION DESCRIPTION
 GC1312
 GC1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1312'2.6 MI E FROM PEGRAM.
 GC1312'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1312'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 0.85 MILE NORTH
 GC1312'ALONG OLD CHARLOTTE ROAD, ON THE EAST SIDE OF THE ROAD, ACROSS
 GC1312'ROAD FROM A SMALL UNPAINTED FARM HOUSE, 16 FEET EAST OF THE
 GC1312'CENTER LINE OF THE ROAD, 75 FEET NORTHWEST OF THE NORTHWEST
 GC1312'CORNER OF AN OLD STONE CHIMNEY AT RUINS OF AN OLD HOUSE, 107 FEET
 GC1312'NORTHEAST AND ACROSS THE ROAD FROM A FENCE CORNER, 83 FEET NORTH
 GC1312'OF A POWER POLE, 2 FEET WEST OF A FENCE LINE, 1 FOOT WEST OF A
 GC1312'WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW THE ROAD AND SET
 GC1312'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1313 ***********************************************************************
 GC1313  DESIGNATION -  19 6 13
 GC1313  PID         -  GC1313
 GC1313  STATE/COUNTY-  TN/DAVIDSON
 GC1313  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1313
 GC1313                         *CURRENT SURVEY CONTROL
 GC1313  ___________________________________________________________________
 GC1313* NAD 83(1986)-  36 06 26.     (N)    087 01 14.     (W)     SCALED    
 GC1313* NAVD 88     -       218.213  (meters)     715.92   (feet)  ADJUSTED  
 GC1313  ___________________________________________________________________
 GC1313  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC1313  DYNAMIC HT  -         218.024 (meters)     715.30  (feet)  COMP
 GC1313  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 GC1313
 GC1313  VERT ORDER  -  FIRST     CLASS II
 GC1313
 GC1313.The horizontal coordinates were scaled from a topographic map and have
 GC1313.an estimated accuracy of +/- 6 seconds.
 GC1313
 GC1313.The orthometric height was determined by differential leveling
 GC1313.and adjusted by the National Geodetic Survey in June 1991..
 GC1313
 GC1313.The geoid height was determined by GEOID03.
 GC1313
 GC1313.The dynamic height is computed by dividing the NAVD 88
 GC1313.geopotential number by the normal gravity value computed on the
 GC1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1313.degrees latitude (g = 980.6199 gals.).
 GC1313
 GC1313.The modeled gravity was interpolated from observed gravity values.
 GC1313
 GC1313;                    North         East    Units  Estimated Accuracy
 GC1313;SPC TN       -   197,290.      508,110.      MT  (+/- 180 meters Scaled)
 GC1313
 GC1313                          SUPERSEDED SURVEY CONTROL
 GC1313
 GC1313  NGVD 29 (??/??/92)  218.235  (m)          715.99   (f) ADJ UNCH    1 2
 GC1313
 GC1313.Superseded values are not recommended for survey control.
 GC1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1313.See file dsdata.txt to determine how the superseded data were derived.
 GC1313
 GC1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE981958(NAD 83)
 GC1313_MARKER: DD = SURVEY DISK
 GC1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1313_STAMPING: 19 6 13
 GC1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1313+STABILITY: SURFACE MOTION
 GC1313
 GC1313  HISTORY     - Date     Condition        Report By
 GC1313  HISTORY     - UNK      MONUMENTED       TNDG
 GC1313  HISTORY     - 1948     GOOD             NGS
 GC1313
 GC1313                          STATION DESCRIPTION
 GC1313
 GC1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1313'2.8 MI NE FROM PEGRAM.
 GC1313'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1313'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 1.05 MILES
 GC1313'NORTH ALONG OLD CHARLOTTE ROAD, ON THE NORTHWEST SIDE OF THE
 GC1313'ROAD ON THE OUTSIDE OF A CURVE WITH TANGENTS EAST AND SOUTH, 43
 GC1313'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF
 GC1313'A 10-INCH TRIANGULAR BLAZED OAK TREE, 16 FEET EAST OF A LARGE
 GC1313'TWIN-TRUNK OAK TREE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 GC1313'WITNESS POST, 12 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 GC1313'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1314 ***********************************************************************
 GC1314  DESIGNATION -  19 6 14
 GC1314  PID         -  GC1314
 GC1314  STATE/COUNTY-  TN/DAVIDSON
 GC1314  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1314
 GC1314                         *CURRENT SURVEY CONTROL
 GC1314  ___________________________________________________________________
 GC1314* NAD 83(1986)-  36 06 30.     (N)    087 01 09.     (W)     SCALED    
 GC1314* NAVD 88     -       231.461  (meters)     759.38   (feet)  ADJUSTED  
 GC1314  ___________________________________________________________________
 GC1314  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC1314  DYNAMIC HT  -         231.261 (meters)     758.73  (feet)  COMP
 GC1314  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 GC1314
 GC1314  VERT ORDER  -  FIRST     CLASS II
 GC1314
 GC1314.The horizontal coordinates were scaled from a topographic map and have
 GC1314.an estimated accuracy of +/- 6 seconds.
 GC1314
 GC1314.The orthometric height was determined by differential leveling
 GC1314.and adjusted by the National Geodetic Survey in June 1991..
 GC1314
 GC1314.The geoid height was determined by GEOID03.
 GC1314
 GC1314.The dynamic height is computed by dividing the NAVD 88
 GC1314.geopotential number by the normal gravity value computed on the
 GC1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1314.degrees latitude (g = 980.6199 gals.).
 GC1314
 GC1314.The modeled gravity was interpolated from observed gravity values.
 GC1314
 GC1314;                    North         East    Units  Estimated Accuracy
 GC1314;SPC TN       -   197,410.      508,240.      MT  (+/- 180 meters Scaled)
 GC1314
 GC1314                          SUPERSEDED SURVEY CONTROL
 GC1314
 GC1314  NGVD 29 (??/??/92)  231.482  (m)          759.45   (f) ADJ UNCH    1 2
 GC1314
 GC1314.Superseded values are not recommended for survey control.
 GC1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1314.See file dsdata.txt to determine how the superseded data were derived.
 GC1314
 GC1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE982959(NAD 83)
 GC1314_MARKER: DD = SURVEY DISK
 GC1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1314_STAMPING: 19 6 14
 GC1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1314+STABILITY: SURFACE MOTION
 GC1314
 GC1314  HISTORY     - Date     Condition        Report By
 GC1314  HISTORY     - UNK      MONUMENTED       TNDG
 GC1314  HISTORY     - 1948     GOOD             NGS
 GC1314
 GC1314                          STATION DESCRIPTION
 GC1314
 GC1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1314'3 MI NE FROM PEGRAM.
 GC1314'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1314'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 1.15 MILES NORTH
 GC1314'ALONG OLD CHARLOTTE ROAD, ON THE NORTH SIDE OF THE ROAD ABOUT
 GC1314'MIDWAY ALONG A LONG CURVING GRADE, ON THE SOUTH SLOPE OF A HILL,
 GC1314'52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 50 FEET WEST-NORTHWEST
 GC1314'OF A POWER POLE, 14 FEET NORTHWEST OF A 10-INCH OAK TREE, 90 FEET
 GC1314'NORTHEAST OF A LARGE TWIN TRUNK OAK TREE, DIRECTLY ACROSS ROAD
 GC1314'FROM A TWIN OAK TREE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 GC1314'POST, 12 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GC1314'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1315 ***********************************************************************
 GC1315  DESIGNATION -  19 6 17
 GC1315  PID         -  GC1315
 GC1315  STATE/COUNTY-  TN/DAVIDSON
 GC1315  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1315
 GC1315                         *CURRENT SURVEY CONTROL
 GC1315  ___________________________________________________________________
 GC1315* NAD 83(1986)-  36 06 31.     (N)    087 00 48.     (W)     SCALED    
 GC1315* NAVD 88     -       257.722  (meters)     845.54   (feet)  ADJUSTED  
 GC1315  ___________________________________________________________________
 GC1315  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC1315  DYNAMIC HT  -         257.500 (meters)     844.81  (feet)  COMP
 GC1315  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC1315
 GC1315  VERT ORDER  -  FIRST     CLASS II
 GC1315
 GC1315.The horizontal coordinates were scaled from a topographic map and have
 GC1315.an estimated accuracy of +/- 6 seconds.
 GC1315
 GC1315.The orthometric height was determined by differential leveling
 GC1315.and adjusted by the National Geodetic Survey in June 1991..
 GC1315
 GC1315.The geoid height was determined by GEOID03.
 GC1315
 GC1315.The dynamic height is computed by dividing the NAVD 88
 GC1315.geopotential number by the normal gravity value computed on the
 GC1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1315.degrees latitude (g = 980.6199 gals.).
 GC1315
 GC1315.The modeled gravity was interpolated from observed gravity values.
 GC1315
 GC1315;                    North         East    Units  Estimated Accuracy
 GC1315;SPC TN       -   197,440.      508,770.      MT  (+/- 180 meters Scaled)
 GC1315
 GC1315                          SUPERSEDED SURVEY CONTROL
 GC1315
 GC1315  NGVD 29 (??/??/92)  257.744  (m)          845.62   (f) ADJ UNCH    1 2
 GC1315
 GC1315.Superseded values are not recommended for survey control.
 GC1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1315.See file dsdata.txt to determine how the superseded data were derived.
 GC1315
 GC1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE988959(NAD 83)
 GC1315_MARKER: DD = SURVEY DISK
 GC1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1315_STAMPING: 19 6 17
 GC1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1315+STABILITY: SURFACE MOTION
 GC1315
 GC1315  HISTORY     - Date     Condition        Report By
 GC1315  HISTORY     - UNK      MONUMENTED       TNDG
 GC1315  HISTORY     - 1948     GOOD             NGS
 GC1315
 GC1315                          STATION DESCRIPTION
 GC1315
 GC1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1315'3.4 MI NE FROM PEGRAM.
 GC1315'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1315'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 1.55 MILES
 GC1315'NORTH ALONG OLD CHARLOTTE ROAD, 64 FEET NORTH AND ACROSS THE
 GC1315'ROAD FROM THE NORTHEAST CORNER OF AN UNPAINTED SHACK, 15 FEET
 GC1315'NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET EAST OF THE CENTER
 GC1315'LINE OF A DIM ROAD NORTH, 21.5 FEET SOUTHWEST OF A POWER POLE
 GC1315'FROM WHICH LINE CROSSES ROAD IN BOTH DIRECTIONS, 1 FOOT SOUTH OF
 GC1315'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 GC1315'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1316 ***********************************************************************
 GC1316  DESIGNATION -  19 6 19
 GC1316  PID         -  GC1316
 GC1316  STATE/COUNTY-  TN/DAVIDSON
 GC1316  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1316
 GC1316                         *CURRENT SURVEY CONTROL
 GC1316  ___________________________________________________________________
 GC1316* NAD 83(1986)-  36 06 38.     (N)    087 00 31.     (W)     SCALED    
 GC1316* NAVD 88     -       271.966  (meters)     892.28   (feet)  ADJUSTED  
 GC1316  ___________________________________________________________________
 GC1316  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1316  DYNAMIC HT  -         271.732 (meters)     891.51  (feet)  COMP
 GC1316  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 GC1316
 GC1316  VERT ORDER  -  FIRST     CLASS II
 GC1316
 GC1316.The horizontal coordinates were scaled from a topographic map and have
 GC1316.an estimated accuracy of +/- 6 seconds.
 GC1316
 GC1316.The orthometric height was determined by differential leveling
 GC1316.and adjusted by the National Geodetic Survey in June 1991..
 GC1316
 GC1316.The geoid height was determined by GEOID03.
 GC1316
 GC1316.The dynamic height is computed by dividing the NAVD 88
 GC1316.geopotential number by the normal gravity value computed on the
 GC1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1316.degrees latitude (g = 980.6199 gals.).
 GC1316
 GC1316.The modeled gravity was interpolated from observed gravity values.
 GC1316
 GC1316;                    North         East    Units  Estimated Accuracy
 GC1316;SPC TN       -   197,650.      509,190.      MT  (+/- 180 meters Scaled)
 GC1316
 GC1316                          SUPERSEDED SURVEY CONTROL
 GC1316
 GC1316  NGVD 29 (??/??/92)  271.988  (m)          892.35   (f) ADJ UNCH    1 2
 GC1316
 GC1316.Superseded values are not recommended for survey control.
 GC1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1316.See file dsdata.txt to determine how the superseded data were derived.
 GC1316
 GC1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE992962(NAD 83)
 GC1316_MARKER: DD = SURVEY DISK
 GC1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1316_STAMPING: 19 6 19
 GC1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1316+STABILITY: SURFACE MOTION
 GC1316
 GC1316  HISTORY     - Date     Condition        Report By
 GC1316  HISTORY     - UNK      MONUMENTED       TNDG
 GC1316  HISTORY     - 1948     GOOD             NGS
 GC1316
 GC1316                          STATION DESCRIPTION
 GC1316
 GC1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1316'3.6 MI NE FROM PEGRAM.
 GC1316'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1316'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 1.85 MILES NORTH
 GC1316'ALONG OLD CHARLOTTE ROAD, ON THE SOUTHEAST SIDE OF THE ROAD,
 GC1316'144 FEET SOUTHWEST OF A BARN YARD FENCE CORNER, 59 FEET SOUTHWEST
 GC1316'OF A POWER POLE AND IN LINE WITH THE ROW OF POLES, 17 FEET
 GC1316'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ON TOP OF BANK ALONG
 GC1316'A 4-FOOT CUT, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST,
 GC1316'ABOUT 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 GC1316'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1317 ***********************************************************************
 GC1317  DESIGNATION -  19 6 20
 GC1317  PID         -  GC1317
 GC1317  STATE/COUNTY-  TN/DAVIDSON
 GC1317  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1317
 GC1317                         *CURRENT SURVEY CONTROL
 GC1317  ___________________________________________________________________
 GC1317* NAD 83(1986)-  36 06 41.     (N)    087 00 28.     (W)     SCALED    
 GC1317* NAVD 88     -       272.184  (meters)     892.99   (feet)  ADJUSTED  
 GC1317  ___________________________________________________________________
 GC1317  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1317  DYNAMIC HT  -         271.949 (meters)     892.22  (feet)  COMP
 GC1317  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 GC1317
 GC1317  VERT ORDER  -  FIRST     CLASS II
 GC1317
 GC1317.The horizontal coordinates were scaled from a topographic map and have
 GC1317.an estimated accuracy of +/- 6 seconds.
 GC1317
 GC1317.The orthometric height was determined by differential leveling
 GC1317.and adjusted by the National Geodetic Survey in June 1991..
 GC1317
 GC1317.The geoid height was determined by GEOID03.
 GC1317
 GC1317.The dynamic height is computed by dividing the NAVD 88
 GC1317.geopotential number by the normal gravity value computed on the
 GC1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1317.degrees latitude (g = 980.6199 gals.).
 GC1317
 GC1317.The modeled gravity was interpolated from observed gravity values.
 GC1317
 GC1317;                    North         East    Units  Estimated Accuracy
 GC1317;SPC TN       -   197,740.      509,270.      MT  (+/- 180 meters Scaled)
 GC1317
 GC1317                          SUPERSEDED SURVEY CONTROL
 GC1317
 GC1317  NGVD 29 (??/??/92)  272.206  (m)          893.06   (f) ADJ UNCH    1 2
 GC1317
 GC1317.Superseded values are not recommended for survey control.
 GC1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1317.See file dsdata.txt to determine how the superseded data were derived.
 GC1317
 GC1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE993963(NAD 83)
 GC1317_MARKER: DD = SURVEY DISK
 GC1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1317_STAMPING: 19 6 20
 GC1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1317+STABILITY: SURFACE MOTION
 GC1317
 GC1317  HISTORY     - Date     Condition        Report By
 GC1317  HISTORY     - UNK      MONUMENTED       TNDG
 GC1317  HISTORY     - 1948     GOOD             NGS
 GC1317
 GC1317                          STATION DESCRIPTION
 GC1317
 GC1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1317'3.8 MI NE FROM PEGRAM.
 GC1317'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1317'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 1.95 MILES NORTH
 GC1317'ALONG OLD CHARLOTTE ROAD, ON THE NORTHWEST SIDE OF THE ROAD,
 GC1317'DIRECTLY ACROSS ROAD FROM THE CENTER OF GATE AT THE ENTRANCE
 GC1317'TO THE RAY FLOYD FARM HOUSE, 15 FEET NORTHWEST OF THE CENTER
 GC1317'LINE OF THE ROAD, 57 FEET NORTH OF AND ACROSS THE ROAD FROM A
 GC1317'POWER POLE WITH TRANSFORMER AND LEAD LINE TO HOUSE, 5 FEET
 GC1317'SOUTHEAST OF A LOCUST TREE, 1 FOOT SOUTHEAST OF A WHITE WOODEN
 GC1317'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 GC1317'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0009 ***********************************************************************
 FC0009  DESIGNATION -  1901
 FC0009  PID         -  FC0009
 FC0009  STATE/COUNTY-  TN/MONROE
 FC0009  USGS QUAD   -  SWEETWATER (1989)
 FC0009
 FC0009                         *CURRENT SURVEY CONTROL
 FC0009  ___________________________________________________________________
 FC0009* NAD 83(1986)-  35 35 55.     (N)    084 27 47.     (W)     SCALED    
 FC0009* NAVD 88     -       277.814  (meters)     911.46   (feet)  ADJUSTED  
 FC0009  ___________________________________________________________________
 FC0009  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0009  DYNAMIC HT  -         277.544 (meters)     910.58  (feet)  COMP
 FC0009  MODELED GRAV-     979,657.0   (mgal)                       NAVD 88
 FC0009
 FC0009  VERT ORDER  -  FIRST     CLASS I
 FC0009
 FC0009.The horizontal coordinates were scaled from a topographic map and have
 FC0009.an estimated accuracy of +/- 6 seconds.
 FC0009
 FC0009.The orthometric height was determined by differential leveling
 FC0009.and adjusted by the National Geodetic Survey in June 1991..
 FC0009
 FC0009.The geoid height was determined by GEOID03.
 FC0009
 FC0009.The dynamic height is computed by dividing the NAVD 88
 FC0009.geopotential number by the normal gravity value computed on the
 FC0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0009.degrees latitude (g = 980.6199 gals.).
 FC0009
 FC0009.The modeled gravity was interpolated from observed gravity values.
 FC0009
 FC0009;                    North         East    Units  Estimated Accuracy
 FC0009;SPC TN       -   141,480.      739,260.      MT  (+/- 180 meters Scaled)
 FC0009
 FC0009                          SUPERSEDED SURVEY CONTROL
 FC0009
 FC0009  NGVD 29 (??/??/92)  277.887  (m)          911.70   (f) ADJ UNCH    1 1
 FC0009
 FC0009.Superseded values are not recommended for survey control.
 FC0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0009.See file dsdata.txt to determine how the superseded data were derived.
 FC0009
 FC0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE298423(NAD 83)
 FC0009_MARKER: DD = SURVEY DISK
 FC0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0009_STAMPING: 1901
 FC0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0009+STABILITY: SURFACE MOTION
 FC0009
 FC0009  HISTORY     - Date     Condition        Report By
 FC0009  HISTORY     - UNK      MONUMENTED       TNGS
 FC0009  HISTORY     - 1968     GOOD             NGS
 FC0009
 FC0009                          STATION DESCRIPTION
 FC0009
 FC0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0009'AT SWEETWATER.
 FC0009'AT SWEETWATER, ON THE SOUTHERN RAILWAY RIGHT-OF-WAY, 72.3 FEET
 FC0009'SOUTHWEST OF THE SOUTH CORNER OF THE STATION, 39.2 FEET NORTH
 FC0009'OF THE CENTER OF THE CROSSING OF THE RAILWAY AND STATE HIGHWAY
 FC0009'68, 28 FEET SOUTHEAST OF THE SOUTH CORNER OF THE STONE LOADING
 FC0009'PLATFORM OF THE STATION, 15 FEET NORTHWEST OF THE NORTHWEST RAIL
 FC0009'OF THE MAIN TRACK, 7.7 FEET WEST OF SIGNAL 172 A, 3.2 FEET
 FC0009'NORTHWEST OF THE SOUTHWEST ONE OF TWO 4-FOOT HIGH VERTICAL RAILS,
 FC0009'ABOUT LEVEL WITH THE TRACKS AND SET IN THE TOP OF A CONCRETE POST
 FC0009'1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0006 ***********************************************************************
 FC0006  DESIGNATION -  1902
 FC0006  PID         -  FC0006
 FC0006  STATE/COUNTY-  TN/MONROE
 FC0006  USGS QUAD   -  SWEETWATER (1989)
 FC0006
 FC0006                         *CURRENT SURVEY CONTROL
 FC0006  ___________________________________________________________________
 FC0006* NAD 83(1986)-  35 35 06.     (N)    084 28 36.     (W)     SCALED    
 FC0006* NAVD 88     -       289.794  (meters)     950.77   (feet)  ADJUSTED  
 FC0006  ___________________________________________________________________
 FC0006  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FC0006  DYNAMIC HT  -         289.512 (meters)     949.84  (feet)  COMP
 FC0006  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 FC0006
 FC0006  VERT ORDER  -  FIRST     CLASS I
 FC0006
 FC0006.The horizontal coordinates were scaled from a topographic map and have
 FC0006.an estimated accuracy of +/- 6 seconds.
 FC0006
 FC0006.The orthometric height was determined by differential leveling
 FC0006.and adjusted by the National Geodetic Survey in June 1991..
 FC0006
 FC0006.The geoid height was determined by GEOID03.
 FC0006
 FC0006.The dynamic height is computed by dividing the NAVD 88
 FC0006.geopotential number by the normal gravity value computed on the
 FC0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0006.degrees latitude (g = 980.6199 gals.).
 FC0006
 FC0006.The modeled gravity was interpolated from observed gravity values.
 FC0006
 FC0006;                    North         East    Units  Estimated Accuracy
 FC0006;SPC TN       -   139,950.      738,050.      MT  (+/- 180 meters Scaled)
 FC0006
 FC0006                          SUPERSEDED SURVEY CONTROL
 FC0006
 FC0006  NGVD 29 (??/??/92)  289.866  (m)          951.00   (f) ADJ UNCH    1 1
 FC0006
 FC0006.Superseded values are not recommended for survey control.
 FC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0006.See file dsdata.txt to determine how the superseded data were derived.
 FC0006
 FC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE286408(NAD 83)
 FC0006_MARKER: DD = SURVEY DISK
 FC0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0006_STAMPING: 1902
 FC0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0006+STABILITY: SURFACE MOTION
 FC0006
 FC0006  HISTORY     - Date     Condition        Report By
 FC0006  HISTORY     - UNK      MONUMENTED       TNGS
 FC0006  HISTORY     - 1968     GOOD             NGS
 FC0006
 FC0006                          STATION DESCRIPTION
 FC0006
 FC0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0006'1.6 MI SW FROM SWEETWATER.
 FC0006'ABOUT 1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0006'OFFICE AT SWEETWATER, ON THE NORTHEAST SLOPE AND NEAR THE TOP OF
 FC0006'A HILL, 74 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DRIVE
 FC0006'LEADING NORTHWEST TO A TWO-STORIED WHITE FRAME HOUSE, 45 FEET
 FC0006'SOUTHWEST OF TELEPHONE POLE 1410, 23 FEET SOUTHEAST OF THE
 FC0006'CENTER LINE OF THE HIGHWAY, 9 1/2 FEET NORTHWEST OF A FENCE LINE,
 FC0006'9.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 FC0006'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FC0006'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0001 ***********************************************************************
 FC0001  DESIGNATION -  1903
 FC0001  PID         -  FC0001
 FC0001  STATE/COUNTY-  TN/MONROE
 FC0001  USGS QUAD   -  SWEETWATER (1989)
 FC0001
 FC0001                         *CURRENT SURVEY CONTROL
 FC0001  ___________________________________________________________________
 FC0001* NAD 83(1986)-  35 34 39.     (N)    084 29 20.     (W)     SCALED    
 FC0001* NAVD 88     -       290.852  (meters)     954.24   (feet)  ADJUSTED  
 FC0001  ___________________________________________________________________
 FC0001  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FC0001  DYNAMIC HT  -         290.569 (meters)     953.31  (feet)  COMP
 FC0001  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 FC0001
 FC0001  VERT ORDER  -  FIRST     CLASS I
 FC0001
 FC0001.The horizontal coordinates were scaled from a topographic map and have
 FC0001.an estimated accuracy of +/- 6 seconds.
 FC0001
 FC0001.The orthometric height was determined by differential leveling
 FC0001.and adjusted by the National Geodetic Survey in June 1991..
 FC0001
 FC0001.The geoid height was determined by GEOID03.
 FC0001
 FC0001.The dynamic height is computed by dividing the NAVD 88
 FC0001.geopotential number by the normal gravity value computed on the
 FC0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0001.degrees latitude (g = 980.6199 gals.).
 FC0001
 FC0001.The modeled gravity was interpolated from observed gravity values.
 FC0001
 FC0001;                    North         East    Units  Estimated Accuracy
 FC0001;SPC TN       -   139,100.      736,960.      MT  (+/- 180 meters Scaled)
 FC0001
 FC0001                          SUPERSEDED SURVEY CONTROL
 FC0001
 FC0001  NGVD 29 (??/??/92)  290.922  (m)          954.47   (f) ADJ UNCH    1 1
 FC0001
 FC0001.Superseded values are not recommended for survey control.
 FC0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0001.See file dsdata.txt to determine how the superseded data were derived.
 FC0001
 FC0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE275399(NAD 83)
 FC0001_MARKER: DD = SURVEY DISK
 FC0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0001_STAMPING: 1903
 FC0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0001+STABILITY: SURFACE MOTION
 FC0001
 FC0001  HISTORY     - Date     Condition        Report By
 FC0001  HISTORY     - 1903     MONUMENTED       TNGS
 FC0001  HISTORY     - 1968     GOOD             NGS
 FC0001
 FC0001                          STATION DESCRIPTION
 FC0001
 FC0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0001'2.4 MI SW FROM SWEETWATER.
 FC0001'ABOUT 2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0001'OFFICE AT SWEETWATER, ABOUT 0.75 MILE NORTHEAST OF THE
 FC0001'MONROE-MC MINN COUNTY LINE, ABOUT 0.15 MILE SOUTHWEST OF A
 FC0001'BLACKTOP ROAD INTERSECTION, ON THE TOP OF A HILL, 181 FEET
 FC0001'NORTHEAST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT UNDER
 FC0001'THE HIGHWAY, 30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FC0001'33 FEET SOUTHWEST OF A TELEPHONE CABLE POLE, 2 1/2 FEET SOUTHEAST
 FC0001'OF A FENCE LINE, 0.7 FOOT SOUTHEAST OF A METAL WITNESS POST,
 FC0001'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FC0001'POST PROJECTING 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0879 ***********************************************************************
 FC0879  DESIGNATION -  1904
 FC0879  PID         -  FC0879
 FC0879  STATE/COUNTY-  TN/MONROE
 FC0879  USGS QUAD   -  SWEETWATER (1989)
 FC0879
 FC0879                         *CURRENT SURVEY CONTROL
 FC0879  ___________________________________________________________________
 FC0879* NAD 83(1986)-  35 34 19.     (N)    084 29 51.     (W)     SCALED    
 FC0879* NAVD 88     -       287.204  (meters)     942.27   (feet)  ADJUSTED  
 FC0879  ___________________________________________________________________
 FC0879  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0879  DYNAMIC HT  -         286.924 (meters)     941.35  (feet)  COMP
 FC0879  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0879
 FC0879  VERT ORDER  -  FIRST     CLASS II
 FC0879
 FC0879.The horizontal coordinates were scaled from a topographic map and have
 FC0879.an estimated accuracy of +/- 6 seconds.
 FC0879
 FC0879.The orthometric height was determined by differential leveling
 FC0879.and adjusted by the National Geodetic Survey in June 1991..
 FC0879
 FC0879.The geoid height was determined by GEOID03.
 FC0879
 FC0879.The dynamic height is computed by dividing the NAVD 88
 FC0879.geopotential number by the normal gravity value computed on the
 FC0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0879.degrees latitude (g = 980.6199 gals.).
 FC0879
 FC0879.The modeled gravity was interpolated from observed gravity values.
 FC0879
 FC0879;                    North         East    Units  Estimated Accuracy
 FC0879;SPC TN       -   138,470.      736,190.      MT  (+/- 180 meters Scaled)
 FC0879
 FC0879                          SUPERSEDED SURVEY CONTROL
 FC0879
 FC0879  NGVD 29 (??/??/92)  287.274  (m)          942.50   (f) ADJ UNCH    1 2
 FC0879
 FC0879.Superseded values are not recommended for survey control.
 FC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0879.See file dsdata.txt to determine how the superseded data were derived.
 FC0879
 FC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE267393(NAD 83)
 FC0879_MARKER: DD = SURVEY DISK
 FC0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0879_STAMPING: 1904
 FC0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0879+STABILITY: SURFACE MOTION
 FC0879
 FC0879  HISTORY     - Date     Condition        Report By
 FC0879  HISTORY     - UNK      MONUMENTED       TNGS
 FC0879  HISTORY     - 1949     GOOD             NGS
 FC0879  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0879
 FC0879                          STATION DESCRIPTION
 FC0879
 FC0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0879'2.9 MI SW FROM SWEETWATER.
 FC0879'2.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0879'AT SWEETWATER, MONROE COUNTY, 784 FEET NORTHEAST OF A
 FC0879'COUNTY-LINE SIGN, ON U.S. HIGHWAY 11, OPPOSITE RAILROAD SIGNAL
 FC0879'1748 A, 59 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 FC0879'SIDE ROAD, 45.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY OVER
 FC0879'A SMALL BRANCH, 25.2 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FC0879'HIGHWAY, AND ABOUT 3 FEET NORTHWEST OF A WIRE PROPERTY-LINE
 FC0879'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 1904 AND SET IN
 FC0879'THE TOP OF A CONCRETE POST.  A STEEL POST WITH CONTROL MARKER
 FC0879'SIGN SET AT SOUTH EDGE OF MONUMENT.
 FC0879
 FC0879                          STATION RECOVERY (1968)
 FC0879
 FC0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0877 ***********************************************************************
 FC0877  DESIGNATION -  1904 X
 FC0877  PID         -  FC0877
 FC0877  STATE/COUNTY-  TN/MCMINN
 FC0877  USGS QUAD   -  SWEETWATER (1989)
 FC0877
 FC0877                         *CURRENT SURVEY CONTROL
 FC0877  ___________________________________________________________________
 FC0877* NAD 83(1986)-  35 34 06.     (N)    084 29 57.     (W)     SCALED    
 FC0877* NAVD 88     -       287.202  (meters)     942.26   (feet)  ADJUSTED  
 FC0877  ___________________________________________________________________
 FC0877  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0877  DYNAMIC HT  -         286.921 (meters)     941.34  (feet)  COMP
 FC0877  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 FC0877
 FC0877  VERT ORDER  -  FIRST     CLASS II
 FC0877
 FC0877.The horizontal coordinates were scaled from a topographic map and have
 FC0877.an estimated accuracy of +/- 6 seconds.
 FC0877
 FC0877.The orthometric height was determined by differential leveling
 FC0877.and adjusted by the National Geodetic Survey in June 1991..
 FC0877
 FC0877.The geoid height was determined by GEOID03.
 FC0877
 FC0877.The dynamic height is computed by dividing the NAVD 88
 FC0877.geopotential number by the normal gravity value computed on the
 FC0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0877.degrees latitude (g = 980.6199 gals.).
 FC0877
 FC0877.The modeled gravity was interpolated from observed gravity values.
 FC0877
 FC0877;                    North         East    Units  Estimated Accuracy
 FC0877;SPC TN       -   138,070.      736,040.      MT  (+/- 180 meters Scaled)
 FC0877
 FC0877                          SUPERSEDED SURVEY CONTROL
 FC0877
 FC0877  NGVD 29 (??/??/92)  287.270  (m)          942.49   (f) ADJ UNCH    1 2
 FC0877
 FC0877.Superseded values are not recommended for survey control.
 FC0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0877.See file dsdata.txt to determine how the superseded data were derived.
 FC0877
 FC0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE266389(NAD 83)
 FC0877_MARKER: DD = SURVEY DISK
 FC0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0877_STAMPING: 1904 X
 FC0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0877+STABILITY: SURFACE MOTION
 FC0877
 FC0877  HISTORY     - Date     Condition        Report By
 FC0877  HISTORY     - UNK      MONUMENTED       TNGS
 FC0877  HISTORY     - 1949     GOOD             NGS
 FC0877  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0877
 FC0877                          STATION DESCRIPTION
 FC0877
 FC0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0877'3.3 MI SW FROM SWEETWATER.
 FC0877'IN MC MINN COUNTY, 3.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0877'FROM THE STATION AT SWEETWATER, MONROE COUNTY, 97 FEET SOUTHWEST
 FC0877'OF MILEAGE 1752 A, 543 FEET SOUTHWEST OF A COUNTY-LINE SIGN,
 FC0877'AND 10 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 66 FEET
 FC0877'WEST OF 30 INCH DRAIN PIPE UNDER RAILROAD.  A STATE SURVEY
 FC0877'STANDARD DISK, STAMPED 1904 X AND SET IN THE TOP OF A CONCRETE
 FC0877'POST.
 FC0877
 FC0877                          STATION RECOVERY (1968)
 FC0877
 FC0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0875 ***********************************************************************
 FC0875  DESIGNATION -  1905
 FC0875  PID         -  FC0875
 FC0875  STATE/COUNTY-  TN/MCMINN
 FC0875  USGS QUAD   -  NIOTA (1990)
 FC0875
 FC0875                         *CURRENT SURVEY CONTROL
 FC0875  ___________________________________________________________________
 FC0875* NAD 83(1986)-  35 33 49.     (N)    084 30 18.     (W)     SCALED    
 FC0875* NAVD 88     -       289.319  (meters)     949.21   (feet)  ADJUSTED  
 FC0875  ___________________________________________________________________
 FC0875  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0875  DYNAMIC HT  -         289.036 (meters)     948.28  (feet)  COMP
 FC0875  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FC0875
 FC0875  VERT ORDER  -  FIRST     CLASS II
 FC0875
 FC0875.The horizontal coordinates were scaled from a topographic map and have
 FC0875.an estimated accuracy of +/- 6 seconds.
 FC0875
 FC0875.The orthometric height was determined by differential leveling
 FC0875.and adjusted by the National Geodetic Survey in June 1991..
 FC0875
 FC0875.The geoid height was determined by GEOID03.
 FC0875
 FC0875.The dynamic height is computed by dividing the NAVD 88
 FC0875.geopotential number by the normal gravity value computed on the
 FC0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0875.degrees latitude (g = 980.6199 gals.).
 FC0875
 FC0875.The modeled gravity was interpolated from observed gravity values.
 FC0875
 FC0875;                    North         East    Units  Estimated Accuracy
 FC0875;SPC TN       -   137,530.      735,520.      MT  (+/- 180 meters Scaled)
 FC0875
 FC0875                          SUPERSEDED SURVEY CONTROL
 FC0875
 FC0875  NGVD 29 (??/??/92)  289.385  (m)          949.42   (f) ADJ UNCH    1 2
 FC0875
 FC0875.Superseded values are not recommended for survey control.
 FC0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0875.See file dsdata.txt to determine how the superseded data were derived.
 FC0875
 FC0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE261384(NAD 83)
 FC0875_MARKER: DD = SURVEY DISK
 FC0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0875_STAMPING: 1905
 FC0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0875+STABILITY: SURFACE MOTION
 FC0875
 FC0875  HISTORY     - Date     Condition        Report By
 FC0875  HISTORY     - UNK      MONUMENTED       TNGS
 FC0875  HISTORY     - 1949     GOOD             NGS
 FC0875  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0875
 FC0875                          STATION DESCRIPTION
 FC0875
 FC0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0875'3.7 MI SW FROM SWEETWATER.
 FC0875'IN MC MINN COUNTY, 3.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0875'FROM THE STATION AT SWEETWATER, MONROE COUNTY, 900 FEET WEST OF
 FC0875'A 3-STORY YELLOW HOUSE WITH RED COLONNADES, 226 FEET SOUTHEAST OF
 FC0875'THE CENTERLINE OF U.S. HIGHWAY 11, ON THE TOP OF A BANK, 6 FEET
 FC0875'SOUTHWEST OF THE PROPERTY LINE BETWEEN THE J.H. GLAZE RESIDENCE
 FC0875'AND THE HOWELL NURSERY, AND ABOUT 2 FEET FROM A WIRE FENCE.
 FC0875'A STATE SURVEY STANDARD DISK, STAMPED 1905 AND SET IN THE TOP
 FC0875'OF A CONCRETE POST.  STEEL POST WITH CONTROL MARKER SIGN AT WEST
 FC0875'EDGE OF MARK.
 FC0875
 FC0875                          STATION RECOVERY (1968)
 FC0875
 FC0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0874 ***********************************************************************
 FC0874  DESIGNATION -  1906
 FC0874  PID         -  FC0874
 FC0874  STATE/COUNTY-  TN/MCMINN
 FC0874  USGS QUAD   -  NIOTA (1990)
 FC0874
 FC0874                         *CURRENT SURVEY CONTROL
 FC0874  ___________________________________________________________________
 FC0874* NAD 83(1986)-  35 33 35.     (N)    084 30 31.     (W)     SCALED    
 FC0874* NAVD 88     -       291.954  (meters)     957.85   (feet)  ADJUSTED  
 FC0874  ___________________________________________________________________
 FC0874  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FC0874  DYNAMIC HT  -         291.669 (meters)     956.92  (feet)  COMP
 FC0874  MODELED GRAV-     979,649.9   (mgal)                       NAVD 88
 FC0874
 FC0874  VERT ORDER  -  FIRST     CLASS I
 FC0874
 FC0874.The horizontal coordinates were scaled from a topographic map and have
 FC0874.an estimated accuracy of +/- 6 seconds.
 FC0874
 FC0874.The orthometric height was determined by differential leveling
 FC0874.and adjusted by the National Geodetic Survey in June 1991..
 FC0874
 FC0874.The geoid height was determined by GEOID03.
 FC0874
 FC0874.The dynamic height is computed by dividing the NAVD 88
 FC0874.geopotential number by the normal gravity value computed on the
 FC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0874.degrees latitude (g = 980.6199 gals.).
 FC0874
 FC0874.The modeled gravity was interpolated from observed gravity values.
 FC0874
 FC0874;                    North         East    Units  Estimated Accuracy
 FC0874;SPC TN       -   137,100.      735,200.      MT  (+/- 180 meters Scaled)
 FC0874
 FC0874                          SUPERSEDED SURVEY CONTROL
 FC0874
 FC0874  NGVD 29 (??/??/92)  292.020  (m)          958.07   (f) ADJ UNCH    1 1
 FC0874
 FC0874.Superseded values are not recommended for survey control.
 FC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0874.See file dsdata.txt to determine how the superseded data were derived.
 FC0874
 FC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE258379(NAD 83)
 FC0874_MARKER: DD = SURVEY DISK
 FC0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0874_STAMPING: 1906
 FC0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0874+STABILITY: SURFACE MOTION
 FC0874
 FC0874  HISTORY     - Date     Condition        Report By
 FC0874  HISTORY     - UNK      MONUMENTED       TNGS
 FC0874  HISTORY     - 1968     GOOD             NGS
 FC0874
 FC0874                          STATION DESCRIPTION
 FC0874
 FC0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0874'4 MI NE FROM NIOTA.
 FC0874'ABOUT 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0874'CORNER OF A LARGE CEMETERY AT NIOTA, ABOUT 34 YARDS NORTH OF
 FC0874'AND ACROSS THE HIGHWAY FROM THE SOUTHERN RAILWAY MILEPOST 176,
 FC0874'IN THE SLOPE OF A 4-FOOT HIGH CUT, 25 1/2 FEET NORTHWEST OF THE
 FC0874'CENTER LINE OF THE HIGHWAY, 11 FEET SOUTHWEST OF TELEPHONE POLE
 FC0874'1305, 4 FEET SOUTHEAST OF A FENCE LINE, 1/2 FOOT SOUTH OF A
 FC0874'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 FC0874'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE
 FC0874'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0872 ***********************************************************************
 FC0872  DESIGNATION -  1907
 FC0872  PID         -  FC0872
 FC0872  STATE/COUNTY-  TN/MCMINN
 FC0872  USGS QUAD   -  NIOTA (1990)
 FC0872
 FC0872                         *CURRENT SURVEY CONTROL
 FC0872  ___________________________________________________________________
 FC0872* NAD 83(1986)-  35 33 08.     (N)    084 30 49.     (W)     SCALED    
 FC0872* NAVD 88     -       295.327  (meters)     968.92   (feet)  ADJUSTED  
 FC0872  ___________________________________________________________________
 FC0872  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0872  DYNAMIC HT  -         295.038 (meters)     967.97  (feet)  COMP
 FC0872  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 FC0872
 FC0872  VERT ORDER  -  FIRST     CLASS II
 FC0872
 FC0872.The horizontal coordinates were scaled from a topographic map and have
 FC0872.an estimated accuracy of +/- 6 seconds.
 FC0872
 FC0872.The orthometric height was determined by differential leveling
 FC0872.and adjusted by the National Geodetic Survey in June 1991..
 FC0872
 FC0872.The geoid height was determined by GEOID03.
 FC0872
 FC0872.The dynamic height is computed by dividing the NAVD 88
 FC0872.geopotential number by the normal gravity value computed on the
 FC0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0872.degrees latitude (g = 980.6199 gals.).
 FC0872
 FC0872.The modeled gravity was interpolated from observed gravity values.
 FC0872
 FC0872;                    North         East    Units  Estimated Accuracy
 FC0872;SPC TN       -   136,260.      734,760.      MT  (+/- 180 meters Scaled)
 FC0872
 FC0872                          SUPERSEDED SURVEY CONTROL
 FC0872
 FC0872  NGVD 29 (??/??/92)  295.391  (m)          969.13   (f) ADJ UNCH    1 2
 FC0872
 FC0872.Superseded values are not recommended for survey control.
 FC0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0872.See file dsdata.txt to determine how the superseded data were derived.
 FC0872
 FC0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE253371(NAD 83)
 FC0872_MARKER: DD = SURVEY DISK
 FC0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0872_STAMPING: 1907
 FC0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0872+STABILITY: SURFACE MOTION
 FC0872
 FC0872  HISTORY     - Date     Condition        Report By
 FC0872  HISTORY     - UNK      MONUMENTED       TNGS
 FC0872  HISTORY     - 1965     GOOD             NGS
 FC0872  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0872
 FC0872                          STATION DESCRIPTION
 FC0872
 FC0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0872'3.3 MI NE FROM NIOTA.
 FC0872'NOTE-- THE STATION AT REAGAN, HAS BEEN REMOVED.  THE CONTROL
 FC0872'MARKER SIGN MENTIONED IS A TVA WITNESS POST.  3.3 MILES NORTHEAST
 FC0872'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT NIOTA, MC MINN
 FC0872'COUNTY, 802 FEET SOUTHWEST OF THE STATION AT REAGAN, ON LEE
 FC0872'HIGHWAY (U.S. HIGHWAY 11), 190 FEET WEST OF THE RED FACTORY
 FC0872'BUILDING OF THE HOWELL NURSERY, 111 FEET NORTHEAST OF A POINT
 FC0872'OPPOSITE THE DRIVEWAY TO THE HOWELL NURSERY OFFICE, 103 FEET
 FC0872'NORTHWEST OF THE CENTERLINE OF THE TRACK, 28.4 FEET NORTHWEST OF
 FC0872'THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHEAST OF POLE 1325,
 FC0872'2 FEET SOUTHEAST OF A WIRE FENCE, AND ON THE TOP OF A BANK FORMED
 FC0872'BY A HIGHWAY CUT.  A STATE SURVEY STANDARD DISK, STAMPED 1907 AND
 FC0872'SET IN THE TOP OF A CONCRETE POST.  A STEEL POST WITH CONTROL
 FC0872'MARKER SIGN SET AT NORTHWEST EDGE OF MONUMENT.
 FC0872
 FC0872                          STATION RECOVERY (1968)
 FC0872
 FC0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1047 ***********************************************************************
 FC1047  DESIGNATION -  1934
 FC1047  PID         -  FC1047
 FC1047  STATE/COUNTY-  TN/RHEA
 FC1047  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1047
 FC1047                         *CURRENT SURVEY CONTROL
 FC1047  ___________________________________________________________________
 FC1047* NAD 83(1986)-  35 33 36.     (N)    085 06 02.     (W)     SCALED    
 FC1047* NAVD 88     -       589.716  (meters)    1934.76   (feet)  ADJUSTED  
 FC1047  ___________________________________________________________________
 FC1047  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 FC1047  DYNAMIC HT  -         589.126 (meters)    1932.82  (feet)  COMP
 FC1047  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 FC1047
 FC1047  VERT ORDER  -  SECOND    CLASS 0
 FC1047
 FC1047.The horizontal coordinates were scaled from a topographic map and have
 FC1047.an estimated accuracy of +/- 6 seconds.
 FC1047
 FC1047.The orthometric height was determined by differential leveling
 FC1047.and adjusted by the National Geodetic Survey in June 1991..
 FC1047
 FC1047.The geoid height was determined by GEOID03.
 FC1047
 FC1047.The dynamic height is computed by dividing the NAVD 88
 FC1047.geopotential number by the normal gravity value computed on the
 FC1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1047.degrees latitude (g = 980.6199 gals.).
 FC1047
 FC1047.The modeled gravity was interpolated from observed gravity values.
 FC1047
 FC1047;                    North         East    Units  Estimated Accuracy
 FC1047;SPC TN       -   136,470.      681,540.      MT  (+/- 180 meters Scaled)
 FC1047
 FC1047                          SUPERSEDED SURVEY CONTROL
 FC1047
 FC1047  NGVD 29 (??/??/92)  589.763  (m)         1934.91   (f) ADJ UNCH    2 0
 FC1047
 FC1047.Superseded values are not recommended for survey control.
 FC1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1047.See file dsdata.txt to determine how the superseded data were derived.
 FC1047
 FC1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE721368(NAD 83)
 FC1047_MARKER: DB = BENCH MARK DISK
 FC1047_SETTING: 66 = SET IN ROCK OUTCROP
 FC1047_SP_SET: ROCK LEDGE
 FC1047_STAMPING: 1934 1908
 FC1047_MARK LOGO: USGS  
 FC1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1047+STABILITY: POSITION/ELEVATION WELL
 FC1047
 FC1047  HISTORY     - Date     Condition        Report By
 FC1047  HISTORY     - 1908     MONUMENTED       USGS
 FC1047  HISTORY     - 1952     GOOD             NGS
 FC1047
 FC1047                          STATION DESCRIPTION
 FC1047
 FC1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1047'AT MORGAN SPRINGS.
 FC1047'AT MORGAN SPRINGS, RHEA COUNTY, ON STATE HIGHWAY 30, 165 FEET
 FC1047'NORTH OF A SHARP TURN IN THE HIGHWAY, 55 FEET NORTH OF A COTTAGE,
 FC1047'45 FEET NORTH OF THE HIGHWAY, IN THE TOP OF A SANDSTONE LEDGE,
 FC1047'AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 FC1047'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1934 1908.  NOTE--
 FC1047'IT WAS REPORTED IN SEPTEMBER 1952 THAT THE DISK IS GONE, HOWEVER
 FC1047'THE IMPRESSION OF THE DISK WAS FOUND IN THE ROCK, AND THE
 FC1047'MARK CAN STILL BE USED FOR LOW-ORDER WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0755 ***********************************************************************
 GB0755  DESIGNATION -  195
 GB0755  PID         -  GB0755
 GB0755  STATE/COUNTY-  TN/ANDERSON
 GB0755  USGS QUAD   -  NORRIS (1990)
 GB0755
 GB0755                         *CURRENT SURVEY CONTROL
 GB0755  ___________________________________________________________________
 GB0755* NAD 83(1986)-  36 08 16.     (N)    084 00 30.     (W)     SCALED    
 GB0755* NAVD 88     -       336.134  (meters)    1102.80   (feet)  ADJUSTED  
 GB0755  ___________________________________________________________________
 GB0755  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB0755  DYNAMIC HT  -         335.826 (meters)    1101.79  (feet)  COMP
 GB0755  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GB0755
 GB0755  VERT ORDER  -  SECOND    CLASS 0
 GB0755
 GB0755.The horizontal coordinates were scaled from a topographic map and have
 GB0755.an estimated accuracy of +/- 6 seconds.
 GB0755
 GB0755.The orthometric height was determined by differential leveling
 GB0755.and adjusted by the National Geodetic Survey in June 1991..
 GB0755
 GB0755.The geoid height was determined by GEOID03.
 GB0755
 GB0755.The dynamic height is computed by dividing the NAVD 88
 GB0755.geopotential number by the normal gravity value computed on the
 GB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0755.degrees latitude (g = 980.6199 gals.).
 GB0755
 GB0755.The modeled gravity was interpolated from observed gravity values.
 GB0755
 GB0755;                    North         East    Units  Estimated Accuracy
 GB0755;SPC TN       -   202,030.      779,240.      MT  (+/- 180 meters Scaled)
 GB0755
 GB0755                          SUPERSEDED SURVEY CONTROL
 GB0755
 GB0755  NGVD 29 (??/??/92)  336.255  (m)         1103.20   (f) ADJ UNCH    2 0
 GB0755
 GB0755.Superseded values are not recommended for survey control.
 GB0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0755.See file dsdata.txt to determine how the superseded data were derived.
 GB0755
 GB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF692033(NAD 83)
 GB0755_MARKER: DD = SURVEY DISK
 GB0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0755_STAMPING: WPA 195
 GB0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0755+STABILITY: SURFACE MOTION
 GB0755
 GB0755  HISTORY     - Date     Condition        Report By
 GB0755  HISTORY     - UNK      MONUMENTED       TNDG
 GB0755  HISTORY     - 1964     GOOD             TNHD
 GB0755
 GB0755                          STATION DESCRIPTION
 GB0755
 GB0755'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0755'4.9 MI E FROM NORRIS.
 GB0755'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61 AT
 GB0755'NORRIS, GO EASTERLY FOR 4.9 MILES TO THE MARK ON THE LEFT.  THE
 GB0755'MARK IS APPROXIMATELY 126 FEET SOUTHEAST OF THE NORTHWEST END OF
 GB0755'A GUARD RAIL, 27 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER
 GB0755'OF U.S. HIGHWAY 441 AND 0.5 SOUTHEAST OF A METAL WITNESS POST WITH
 GB0755'SIGN.  THE MARK IS A W. P. A. TENNESSEE DIVISION OF GEOLOGY DISK,
 GB0755'SET IN THE TOP OF A 4-INCH CONCRETE MONUMENT, PROJECTING 4-INCHES
 GB0755'ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1137 ***********************************************************************
 FC1137  DESIGNATION -  2
 FC1137  PID         -  FC1137
 FC1137  STATE/COUNTY-  TN/HAMILTON
 FC1137  USGS QUAD   -  CHATTANOOGA (1976)
 FC1137
 FC1137                         *CURRENT SURVEY CONTROL
 FC1137  ___________________________________________________________________
 FC1137* NAD 83(1986)-  35 03 45.     (N)    085 18 31.     (W)     SCALED    
 FC1137* NAVD 88     -       203.268  (meters)     666.89   (feet)  ADJUSTED  
 FC1137  ___________________________________________________________________
 FC1137  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1137  DYNAMIC HT  -         203.066 (meters)     666.23  (feet)  COMP
 FC1137  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 FC1137
 FC1137  VERT ORDER  -  SECOND    CLASS 0
 FC1137
 FC1137.The horizontal coordinates were scaled from a topographic map and have
 FC1137.an estimated accuracy of +/- 6 seconds.
 FC1137
 FC1137.The orthometric height was determined by differential leveling
 FC1137.and adjusted by the National Geodetic Survey in June 1991..
 FC1137
 FC1137.The geoid height was determined by GEOID03.
 FC1137
 FC1137.The dynamic height is computed by dividing the NAVD 88
 FC1137.geopotential number by the normal gravity value computed on the
 FC1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1137.degrees latitude (g = 980.6199 gals.).
 FC1137
 FC1137.The modeled gravity was interpolated from observed gravity values.
 FC1137
 FC1137;                    North         East    Units  Estimated Accuracy
 FC1137;SPC TN       -    81,130.      663,070.      MT  (+/- 180 meters Scaled)
 FC1137
 FC1137                          SUPERSEDED SURVEY CONTROL
 FC1137
 FC1137  NGVD 29 (??/??/92)  203.304  (m)          667.01   (f) ADJ UNCH    2 0
 FC1137
 FC1137.Superseded values are not recommended for survey control.
 FC1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1137.See file dsdata.txt to determine how the superseded data were derived.
 FC1137
 FC1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD542812(NAD 83)
 FC1137_MARKER: DD = SURVEY DISK
 FC1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1137+STABILITY: SURFACE MOTION
 FC1137
 FC1137  HISTORY     - Date     Condition        Report By
 FC1137  HISTORY     - UNK      MONUMENTED       TNGS
 FC1137  HISTORY     - 1936     GOOD             NGS
 FC1137  HISTORY     - 1936     MARK NOT FOUND   NGS
 FC1137
 FC1137                          STATION DESCRIPTION
 FC1137
 FC1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC1137'AT CHATTANOOGA.
 FC1137'AT CHATTANOOGA, HAMILTON COUNTY, 100 YARDS NORTH OF THE NORTH
 FC1137'END OF THE MARKET STREET BRIDGE OVER TENNESSEE RIVER, 85 FEET
 FC1137'SOUTHEAST OF A STREET INTERSECTION (NORTH MARKET STREET, CHEROKEE
 FC1137'BOULEVARD AND FRAZIER STREET), AND 4 FEET NORTH OF THE STREET-CAR
 FC1137'TRACK, A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FC1137'POST.  (203.304 METERS OR 667.007 FEET.)
 FC1137
 FC1137                          STATION RECOVERY (1936)
 FC1137
 FC1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 FC1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1409 ***********************************************************************
 FC1409  DESIGNATION -  2
 FC1409  PID         -  FC1409
 FC1409  STATE/COUNTY-  TN/GRUNDY
 FC1409  USGS QUAD   -  ALTO (1947)
 FC1409
 FC1409                         *CURRENT SURVEY CONTROL
 FC1409  ___________________________________________________________________
 FC1409* NAD 83(1986)-  35 17 28.     (N)    085 53 46.     (W)     SCALED    
 FC1409* NAVD 88     -       303.536  (meters)     995.85   (feet)  ADJUSTED  
 FC1409  ___________________________________________________________________
 FC1409  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1409  DYNAMIC HT  -         303.240 (meters)     994.88  (feet)  COMP
 FC1409  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 FC1409
 FC1409  VERT ORDER  -  SECOND    CLASS 0
 FC1409
 FC1409.The horizontal coordinates were scaled from a topographic map and have
 FC1409.an estimated accuracy of +/- 6 seconds.
 FC1409
 FC1409.The orthometric height was determined by differential leveling
 FC1409.and adjusted by the National Geodetic Survey in June 1991..
 FC1409
 FC1409.The geoid height was determined by GEOID03.
 FC1409
 FC1409.The dynamic height is computed by dividing the NAVD 88
 FC1409.geopotential number by the normal gravity value computed on the
 FC1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1409.degrees latitude (g = 980.6199 gals.).
 FC1409
 FC1409.The modeled gravity was interpolated from observed gravity values.
 FC1409
 FC1409;                    North         East    Units  Estimated Accuracy
 FC1409;SPC TN       -   106,270.      609,450.      MT  (+/- 180 meters Scaled)
 FC1409
 FC1409                          SUPERSEDED SURVEY CONTROL
 FC1409
 FC1409  NGVD 29 (??/??/92)  303.534  (m)          995.84   (f) ADJ UNCH    2 0
 FC1409
 FC1409.Superseded values are not recommended for survey control.
 FC1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1409.See file dsdata.txt to determine how the superseded data were derived.
 FC1409
 FC1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE003058(NAD 83)
 FC1409_MARKER: DD = SURVEY DISK
 FC1409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1409_SP_SET: BRIDGE
 FC1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1409
 FC1409  HISTORY     - Date     Condition        Report By
 FC1409  HISTORY     - UNK      MONUMENTED       TNHD
 FC1409  HISTORY     - 1962     GOOD             NGS
 FC1409
 FC1409                          STATION DESCRIPTION
 FC1409
 FC1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1409'2 MI SW FROM PELHAM.
 FC1409'THE MARK IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF PELHAM ON
 FC1409'INTERSTATE HIGHWAY 24.  TO REACH THE MARK FROM THE OVERPASS OF
 FC1409'TENNESSEE STATE HIGHWAY 50 AND INTERSTATE HIGHWAY 24 ABOUT 1.50
 FC1409'MILES SOUTHWEST OF PELHAM, GO SOUTHEAST ON INTERSTATE HIGHWAY 24
 FC1409'0.7 MILE TO THE MARK SET IN THE CENTER OF A SIDEWALK OF A BRIDGE
 FC1409'OVER A BRANCH OF ELK RIVER, 69.0 FEET SOUTH OF NORTH END OF
 FC1409'BRIDGE, 16.0 FEET WEST OF CENTER LINE OF WEST BOUND LANE AND
 FC1409'IS ABOUT ONE FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0603 ***********************************************************************
 FE0603  DESIGNATION -  2
 FE0603  PID         -  FE0603
 FE0603  STATE/COUNTY-  TN/MADISON
 FE0603  USGS QUAD   -  ADAIR (1979)
 FE0603
 FE0603                         *CURRENT SURVEY CONTROL
 FE0603  ___________________________________________________________________
 FE0603* NAD 83(1986)-  35 38 20.     (N)    088 55 41.     (W)     SCALED    
 FE0603* NAVD 88     -       113.518  (meters)     372.43   (feet)  ADJUSTED  
 FE0603  ___________________________________________________________________
 FE0603  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE0603  DYNAMIC HT  -         113.417 (meters)     372.10  (feet)  COMP
 FE0603  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FE0603
 FE0603  VERT ORDER  -  SECOND    CLASS 0
 FE0603
 FE0603.The horizontal coordinates were scaled from a topographic map and have
 FE0603.an estimated accuracy of +/- 6 seconds.
 FE0603
 FE0603.The orthometric height was determined by differential leveling
 FE0603.and adjusted by the National Geodetic Survey in June 1991..
 FE0603
 FE0603.The geoid height was determined by GEOID03.
 FE0603
 FE0603.The dynamic height is computed by dividing the NAVD 88
 FE0603.geopotential number by the normal gravity value computed on the
 FE0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0603.degrees latitude (g = 980.6199 gals.).
 FE0603
 FE0603.The modeled gravity was interpolated from observed gravity values.
 FE0603
 FE0603;                    North         East    Units  Estimated Accuracy
 FE0603;SPC TN       -   148,820.      334,850.      MT  (+/- 180 meters Scaled)
 FE0603
 FE0603                          SUPERSEDED SURVEY CONTROL
 FE0603
 FE0603  NGVD 29 (??/??/??)  113.548  (m)          372.53   (f) ADJUSTED    2 0
 FE0603
 FE0603.Superseded values are not recommended for survey control.
 FE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0603.See file dsdata.txt to determine how the superseded data were derived.
 FE0603
 FE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE254456(NAD 83)
 FE0603_MARKER: DD = SURVEY DISK
 FE0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0603_SP_SET: BRIDGE
 FE0603_MARK LOGO: TNHD  
 FE0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0603+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0603
 FE0603  HISTORY     - Date     Condition        Report By
 FE0603  HISTORY     - UNK      MONUMENTED       TNHD
 FE0603  HISTORY     - 1959     GOOD             CGS
 FE0603  HISTORY     - 20020910 GOOD             USACE
 FE0603
 FE0603                          STATION DESCRIPTION
 FE0603
 FE0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0603'18.7 MI E FROM BROWNSVILLE.
 FE0603'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0603'BROWNSVILLE, THENCE 9.0 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0603'40.  IT IS A DISK SET IN THE NORTHEAST END OF AN OVERPASS OVER
 FE0603'INTERSTATE HIGHWAY 40.  13.3 FEET SOUTH OF THE NORTH END OF AN
 FE0603'OVERPASS, 3.5 FEET WEST OF THE EAST EDGE OF BRIDGE ABUTMENT, 25
 FE0603'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE NORTHEAST
 FE0603'WALKWAY OF THE CONCRETE BRIDGE.
 FE0603
 FE0603                          STATION RECOVERY (2002)
 FE0603
 FE0603'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0603'OVERPASS IS FOR MCCLEISH RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0331 ***********************************************************************
 FF0331  DESIGNATION -  2
 FF0331  PID         -  FF0331
 FF0331  STATE/COUNTY-  TN/SHELBY
 FF0331  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0331
 FF0331                         *CURRENT SURVEY CONTROL
 FF0331  ___________________________________________________________________
 FF0331* NAD 83(1986)-  35 10 24.     (N)    090 02 38.     (W)     SCALED    
 FF0331* NAVD 88     -        72.349  (meters)     237.37   (feet)  ADJUSTED  
 FF0331  ___________________________________________________________________
 FF0331  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0331  DYNAMIC HT  -          72.284 (meters)     237.15  (feet)  COMP
 FF0331  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FF0331
 FF0331  VERT ORDER  -  FIRST     CLASS I
 FF0331
 FF0331.The horizontal coordinates were scaled from a topographic map and have
 FF0331.an estimated accuracy of +/- 6 seconds.
 FF0331
 FF0331.The orthometric height was determined by differential leveling
 FF0331.and adjusted by the National Geodetic Survey in June 1991..
 FF0331
 FF0331.The geoid height was determined by GEOID03.
 FF0331
 FF0331.The dynamic height is computed by dividing the NAVD 88
 FF0331.geopotential number by the normal gravity value computed on the
 FF0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0331.degrees latitude (g = 980.6199 gals.).
 FF0331
 FF0331.The modeled gravity was interpolated from observed gravity values.
 FF0331
 FF0331;                    North         East    Units  Estimated Accuracy
 FF0331;SPC TN       -   100,810.      231,720.      MT  (+/- 180 meters Scaled)
 FF0331
 FF0331                          SUPERSEDED SURVEY CONTROL
 FF0331
 FF0331  NGVD 29 (??/??/??)   72.310  (m)          237.24   (f) ADJUSTED    1 1
 FF0331
 FF0331.Superseded values are not recommended for survey control.
 FF0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0331.See file dsdata.txt to determine how the superseded data were derived.
 FF0331
 FF0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU692962(NAD 83)
 FF0331_MARKER: DD = SURVEY DISK
 FF0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0331_STAMPING: BM 2 72
 FF0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0331+STABILITY: SURFACE MOTION
 FF0331
 FF0331  HISTORY     - Date     Condition        Report By
 FF0331  HISTORY     - UNK      MONUMENTED       DOD
 FF0331  HISTORY     - 1974     GOOD             NGS
 FF0331  HISTORY     - 19940910 MARK NOT FOUND   TN1620
 FF0331
 FF0331                          STATION DESCRIPTION
 FF0331
 FF0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0331'AT MEMPHIS.
 FF0331'AT MEMPHIS, IN THE NORTHWEST PART OF THE CITY, 452 FEET NORTHEAST
 FF0331'OF THE MARBLE BAYOU PUMPING STATION, 142 FEET WEST OF THE CENTER
 FF0331'LINE OF NORTH SECOND STREET, 17.3 FEET SOUTHEAST OF THE SOUTHEAST
 FF0331'RAIL OF MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, 36 FEET
 FF0331'NORTHWEST OF A POWER POLE, 33.4 FEET SOUTH OF A RAILROAD SWITCH
 FF0331'STAND, 10 FEET NORTH OF THE CENTER LINE OF A NARROW ASPHALT ROAD,
 FF0331'3 FEET SOUTH OF A CROSSING SIGN, 1 FOOT BELOW LEVEL OF RAILS
 FF0331'AND IN THE TOP OF A CONCRETE POST 2-INCHES UNDERGROUND.
 FF0331
 FF0331                          STATION RECOVERY (1994)
 FF0331
 FF0331'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2567 ***********************************************************************
 AJ2567  DESIGNATION -  20
 AJ2567  PID         -  AJ2567
 AJ2567  STATE/COUNTY-  TN/SHELBY
 AJ2567  USGS QUAD   -  ARLINGTON (1973)
 AJ2567
 AJ2567                         *CURRENT SURVEY CONTROL
 AJ2567  ___________________________________________________________________
 AJ2567* NAD 83(1995)-  35 19 12.68214(N)    089 39 31.81898(W)     ADJUSTED  
 AJ2567* NAVD 88     -        82.0    (meters)     269.     (feet)  GPS OBS   
 AJ2567  ___________________________________________________________________
 AJ2567  X           -      31,022.277 (meters)                     COMP
 AJ2567  Y           -  -5,209,922.754 (meters)                     COMP
 AJ2567  Z           -   3,666,940.120 (meters)                     COMP
 AJ2567  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ2567  ELLIP HEIGHT-          54.66  (meters)          (04/26/01) GPS OBS
 AJ2567  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AJ2567
 AJ2567  HORZ ORDER  -  FIRST
 AJ2567  ELLP ORDER  -  FOURTH    CLASS I
 AJ2567
 AJ2567.The horizontal coordinates were established by GPS observations
 AJ2567.and adjusted by the National Geodetic Survey in April 2001..
 AJ2567
 AJ2567.The orthometric height was determined by GPS observations and a
 AJ2567.high-resolution geoid model.
 AJ2567
 AJ2567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2567
 AJ2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2567
 AJ2567.The ellipsoidal height was determined by GPS observations
 AJ2567.and is referenced to NAD 83.
 AJ2567
 AJ2567.The geoid height was determined by GEOID03.
 AJ2567
 AJ2567;                    North         East     Units Scale Factor Converg.
 AJ2567;SPC TN       -   115,710.046   267,379.006   MT  0.99998835   -2 08 31.3
 AJ2567;SPC TN       -   379,625.38    877,225.96   sFT  0.99998835   -2 08 31.3
 AJ2567;UTM  16      - 3,911,795.515   258,296.488   MT  1.00032002   -1 32 16.6
 AJ2567
 AJ2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2567!SPC TN       -   0.99999142  x   0.99998835  =   0.99997977
 AJ2567!UTM  16      -   0.99999142  x   1.00032002  =   1.00031144
 AJ2567
 AJ2567                          SUPERSEDED SURVEY CONTROL
 AJ2567
 AJ2567.No superseded survey control is available for this station.
 AJ2567
 AJ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5829611796(NAD 83)
 AJ2567_MARKER: DD = SURVEY DISK
 AJ2567_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2567+WITH SETTING: INFORMATION.
 AJ2567_STAMPING: 020
 AJ2567_MARK LOGO: MLGW  
 AJ2567_PROJECTION: FLUSH
 AJ2567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2567+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2567_ROD/PIPE-DEPTH:  0.8 meters
 AJ2567
 AJ2567  HISTORY     - Date     Condition        Report By
 AJ2567  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2567
 AJ2567                          STATION DESCRIPTION
 AJ2567
 AJ2567'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2567'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 0.50
 AJ2567'MILES (0.80 KM) NORTH OF ARLINGTON TENNESSEE.
 AJ2567'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 70 (HWY-70) AND
 AJ2567'COLLIERVILLE-ARLINGTON ROAD IN ARLINGTON, PROCEED NORTH ON
 AJ2567'COLLIERVILLE-ARLINGTON ROAD APPROXIMATELY 1.70 MILES (2.74 KM) TO
 AJ2567'GALLOWAY LEVEE ROAD.  TURN RIGHT AND GO EAST ON GALLOWAY LEVEE ROAD
 AJ2567'FOR APPROXIMATELY 0.90 MILE (1.45 KM) TO BEAVER CREEK DRAINAGE CANAL.
 AJ2567'THE STATION IS ON THE LEFT.
 AJ2567'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2567'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2567'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 140.00 FEET (42.67 M)
 AJ2567'WEST OF THE WEST END OF CONCRETE BRIDGE OVER BEAVER CREEK DRAINAGE
 AJ2567'CANAL (2ND BRIDGE EAST OF COLLIERVILLE-ARLINGTON ROAD) BRIDGE NO.
 AJ2567'79-2708-0.90, 18.80 FEET (5.73 M) NORTH OF THE CENTERLINE OF GALLOWAY
 AJ2567'LEVEE ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2697 ***********************************************************************
 GB2697  DESIGNATION -  2007
 GB2697  PID         -  GB2697
 GB2697  STATE/COUNTY-  TN/ANDERSON
 GB2697  USGS QUAD   -  WINDROCK (1975)
 GB2697
 GB2697                         *CURRENT SURVEY CONTROL
 GB2697  ___________________________________________________________________
 GB2697* NAD 83(1995)-  36 01 02.63483(N)    084 15 17.48693(W)     ADJUSTED  
 GB2697* NAVD 88     -       280.9    (meters)     922.     (feet)  VERTCON   
 GB2697  ___________________________________________________________________
 GB2697  X           -     517,042.296 (meters)                     COMP
 GB2697  Y           -  -5,139,122.252 (meters)                     COMP
 GB2697  Z           -   3,729,900.578 (meters)                     COMP
 GB2697  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 GB2697  ELLIP HEIGHT-         250.40  (meters)          (10/22/93) GPS OBS
 GB2697  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB2697
 GB2697  HORZ ORDER  -  FIRST
 GB2697  ELLP ORDER  -  FOURTH    CLASS I
 GB2697
 GB2697.The horizontal coordinates were established by GPS observations
 GB2697.and adjusted by the National Geodetic Survey in April 1999..
 GB2697
 GB2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2697
 GB2697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2697
 GB2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2697
 GB2697.The ellipsoidal height was determined by GPS observations
 GB2697.and is referenced to NAD 83.
 GB2697
 GB2697.The geoid height was determined by GEOID03.
 GB2697
 GB2697;                    North         East     Units Scale Factor Converg.
 GB2697;SPC TN       -   188,248.360   757,298.265   MT  0.99995350   +1 01 18.0
 GB2697;SPC TN       -   617,611.49  2,484,569.39   sFT  0.99995350   +1 01 18.0
 GB2697;UTM  16      - 3,989,364.674   747,388.254   MT  1.00035417   +1 36 54.2
 GB2697
 GB2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2697!SPC TN       -   0.99996070  x   0.99995350  =   0.99991420
 GB2697!UTM  16      -   0.99996070  x   1.00035417  =   1.00031486
 GB2697
 GB2697                          SUPERSEDED SURVEY CONTROL
 GB2697
 GB2697  NAD 83(1995)-  36 01 02.63710(N)    084 15 17.49148(W) AD(       ) 1
 GB2697  NAD 83(1995)-  36 01 02.63712(N)    084 15 17.49153(W) AD(       ) 1
 GB2697  NGVD 29 (10/22/93)  281.0    (m)          922.     (f) GPS OBS        
 GB2697
 GB2697.Superseded values are not recommended for survey control.
 GB2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2697.See file dsdata.txt to determine how the superseded data were derived.
 GB2697
 GB2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4738889365(NAD 83)
 GB2697_MARKER: S = SPIKE
 GB2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2697_MARK LOGO: NONE  
 GB2697_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2697+STABILITY: SURFACE MOTION
 GB2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2697+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1993
 GB2697
 GB2697  HISTORY     - Date     Condition        Report By
 GB2697  HISTORY     - 1950     MONUMENTED       RBNF
 GB2697  HISTORY     - 19930325 GOOD
 GB2697
 GB2697                          STATION DESCRIPTION
 GB2697
 GB2697'DESCRIBED BY RESEARCHED BUT NOT FOUND 1950
 GB2697'THE STATION IS LOCATED OFF OF VIKING ROAD ON THE EAST SIDE OF THE CITY
 GB2697'OF OAK RIDGE IN A GRASSY MEDIAN IN THE SHAPE OF A TRIANGLE.
 GB2697'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 62 (ILLINOIS
 GB2697'AVE) AND HIGHWAY 95 (OAK RIDGE TURNPIKE) IN OAK RIDGE, PROCEED ON
 GB2697'NORTH 95 FOR 0.9 MI (1.4 KM) TO MAIN STREET RIGHT AND VIKING ROAD
 GB2697'LEFT. TURN LEFT ON VIKING ROAD FOR 0.2 MI (0.3 KM) TO STATION IN
 GB2697'GRASSY TRIANGULAR AREA MEDIAN AT THE INTERSECTION OF VIKING RD AND
 GB2697'VERMONT AVE.
 GB2697'STATION IS A RAILROAD SPIKE WITH A PUNCH MARK SET IN A MASS OF
 GB2697'CONCRETE FLUSH WITH THE GROUND.  STATION IS SET IN THE EAST CORNER OF
 GB2697'THE MEDIAN 2.5 M (8.2 FT) NORTH OF A STOP SIGN, 14.5 M (47.6 FT) SW
 GB2697'OF TELEPHONE POLE 45B, AND 3 M (9.8 FT) SE OF THE CURB.
 GB2697
 GB2697                          STATION RECOVERY (1993)
 GB2697
 GB2697'RECOVERED 1993
 GB2697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0728 ***********************************************************************
 GD0728  DESIGNATION -  21 1
 GD0728  PID         -  GD0728
 GD0728  STATE/COUNTY-  TN/LAKE
 GD0728  USGS QUAD   -  TIPTONVILLE (1981)
 GD0728
 GD0728                         *CURRENT SURVEY CONTROL
 GD0728  ___________________________________________________________________
 GD0728* NAD 83(1995)-  36 23 03.07525(N)    089 28 30.02293(W)     ADJUSTED  
 GD0728* NAVD 88     -        88.617  (meters)     290.74   (feet)  POSTED    
 GD0728  ___________________________________________________________________
 GD0728  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GD0728  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0728  DYNAMIC HT  -          88.550 (meters)     290.52  (feet)  COMP
 GD0728  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 GD0728
 GD0728  HORZ ORDER  -  SECOND
 GD0728  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GD0728
 GD0728.The horizontal coordinates were established by classical geodetic methods
 GD0728.and adjusted by the National Geodetic Survey in April 1999..
 GD0728
 GD0728.The orthometric height was determined by differential leveling
 GD0728.and adjusted by the National Geodetic Survey in 1992..
 GD0728.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GD0728.rate of 3.1 thru 4.0 mm/km.
 GD0728
 GD0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0728
 GD0728.The geoid height was determined by GEOID03.
 GD0728
 GD0728.The dynamic height is computed by dividing the NAVD 88
 GD0728.geopotential number by the normal gravity value computed on the
 GD0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0728.degrees latitude (g = 980.6199 gals.).
 GD0728
 GD0728.The modeled gravity was interpolated from observed gravity values.
 GD0728
 GD0728;                    North         East     Units Scale Factor Converg.
 GD0728;SPC TN       -   233,079.406   288,274.617   MT  0.99999440   -2 02 03.9
 GD0728;SPC TN       -   764,694.68    945,780.97   sFT  0.99999440   -2 02 03.9
 GD0728;SPC KY1Z     - 1,012,315.620 1,165,784.672   MT  1.00024047   -2 17 13.2
 GD0728;SPC KY1Z     - 3,321,238.83  3,824,745.21   sFT  1.00024047   -2 17 13.2
 GD0728;SPC KY S     -   512,232.201   165,835.570   MT  1.00008169   -2 15 32.7
 GD0728;SPC KY S     - 1,680,548.48    544,078.87   sFT  1.00008169   -2 15 32.7
 GD0728;SPC MO E     -    61,607.255   341,962.209   MT  1.00003749   +0 36 29.0
 GD0728;UTM  16      - 4,029,407.166   277,999.890   MT  1.00020726   -1 28 07.6
 GD0728
 GD0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0728!SPC TN       -   0.99999055  x   0.99999440  =   0.99998495
 GD0728!SPC KY1Z     -   0.99999055  x   1.00024047  =   1.00023102
 GD0728!SPC KY S     -   0.99999055  x   1.00008169  =   1.00007224
 GD0728!SPC MO E     -   0.99999055  x   1.00003749  =   1.00002804
 GD0728!UTM  16      -   0.99999055  x   1.00020726  =   1.00019781
 GD0728
 GD0728                          SUPERSEDED SURVEY CONTROL
 GD0728
 GD0728  NAD 83(1995)-  36 23 03.08120(N)    089 28 30.02168(W) AD(       ) 2
 GD0728  NAD 83(1995)-  36 23 03.08385(N)    089 28 30.02253(W) AD(       ) 2
 GD0728  NAD 83(1986)-  36 23 03.08661(N)    089 28 30.02252(W) AD(       ) 2
 GD0728  NAD 27      -  36 23 02.85300(N)    089 28 29.75300(W) AD(       ) 2
 GD0728  NGVD 29 (??/??/??)   88.543  (m)          290.49   (f) ADJUSTED    1 2
 GD0728
 GD0728.Superseded values are not recommended for survey control.
 GD0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0728.See file dsdata.txt to determine how the superseded data were derived.
 GD0728
 GD0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7800029407(NAD 83)
 GD0728_MARKER: R = RIVET
 GD0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0728_SP_SET: STONE
 GD0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0728+STABILITY: SURFACE MOTION
 GD0728
 GD0728  HISTORY     - Date     Condition        Report By
 GD0728  HISTORY     - 1929     MONUMENTED       MRC
 GD0728  HISTORY     - 1935     GOOD             CGS
 GD0728  HISTORY     - 1957     GOOD             CGS
 GD0728  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0728
 GD0728                          STATION DESCRIPTION
 GD0728
 GD0728'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 GD0728'IN CULTIVATED FIELD OWNED BY HARRY TIPTON, ABOUT 1/4 MILE NORTH OF
 GD0728'TIPTONVILLE, ABOUT 350 METERS 1,148 FEET BACK OF RIVER BANK, 36
 GD0728'METERS 118 FEET EAST OF GRAVEL ROAD LEADING DUE NORTH FROM
 GD0728'TIPTONVILLE TOWARD SLOUGH LANDING, 50 METERS 164 FEET SOUTH OF
 GD0728'DRAIN DITCH CROSSING THIS ROAD AT RIGHT ANGLES, 60 METERS 197
 GD0728'FEET SOUTHEAST OF CONCRETE BRIDGE OVER DITCH, 50.5 METERS 166 FEET
 GD0728'SOUTH OF CENTER OF OLD ROAD WHICH LEADS EAST PAST SCHOOLHOUSE AND
 GD0728'WAS FORMER LOCATION OF OLD TRAMWAY TO KEYSTONE MILL ON REELFOOT
 GD0728'LAKE, AND 90 METERS 295 FEET SOUTHWEST OF FORMER JUNCTION OF
 GD0728'ROADS WHERE LINE OF TELEGRAPH POLES TURNS NORTH FROM WEST.  THIS
 GD0728'JUNCTION IS 111 METERS 364 FEET EAST OF CENTER OF NEW GRAVEL
 GD0728'ROAD.  DRAIN TILE CROSSES GRAVEL ROAD AT JUNCTION OF OLD AND
 GD0728'NEW ROADS.  MARKED BY BOLT IN 6-INCH SQUARE STONE POST,
 GD0728'PROJECTING ABOUT 15 INCHES ABOVE GROUND AND LEANING SLIGHTLY TO
 GD0728'SOUTH.
 GD0728
 GD0728                          STATION RECOVERY (1935)
 GD0728
 GD0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GD0728'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION CORRECT.
 GD0728
 GD0728                          STATION RECOVERY (1957)
 GD0728
 GD0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GD0728'0.4 MI N FROM TIPTONVILLE.
 GD0728'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 GD0728'OF STATE HIGHWAY 21 AT TIPTONVILLE, IN A CULTIVATED FIELD, 120
 GD0728'FEET EAST OF CENTER LINE OF HIGHWAY, 138 FEET SOUTH OF CENTER
 GD0728'LINE OF A GRAVEL ROAD EAST, 67 1/2 FEET NORTHEAST OF NORTHEAST
 GD0728'CORNER OF A SMALL WHITE FRAME HOUSE, 201 FEET SOUTHEAST OF
 GD0728'SOUTHEAST CORNER OF A WOODEN BRIDGE ON HIGHWAY AND IS A STONE
 GD0728'POST WITH RIVET PROJECTING 18 INCHES.
 GD0728
 GD0728                          STATION RECOVERY (1967)
 GD0728
 GD0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD0728'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THIS MARK, BUT IT COULD
 GD0728'NOT BE FOUND.  THIS AREA IS NOW ALL UNDER CULTIVATION AND IT IS
 GD0728'PRESUMED THAT THE MARK WAS DESTROYED WHEN THE OLD ROAD WAS MOVED
 GD0728'AND THE LAND DRAINED AND LEVELED FOR CULTIVATION.
 GD0728'
 GD0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MILE NORTH OF
 GD0728'TIPTONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1143 ***********************************************************************
 FC1143  DESIGNATION -  210
 FC1143  PID         -  FC1143
 FC1143  STATE/COUNTY-  TN/HAMILTON
 FC1143  USGS QUAD   -  CHATTANOOGA (1976)
 FC1143
 FC1143                         *CURRENT SURVEY CONTROL
 FC1143  ___________________________________________________________________
 FC1143* NAD 83(1986)-  35 05 03.     (N)    085 19 04.     (W)     SCALED    
 FC1143* NAVD 88     -       203.133  (meters)     666.45   (feet)  ADJUSTED  
 FC1143  ___________________________________________________________________
 FC1143  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 FC1143  DYNAMIC HT  -         202.930 (meters)     665.78  (feet)  COMP
 FC1143  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 FC1143
 FC1143  VERT ORDER  -  SECOND    CLASS 0
 FC1143
 FC1143.The horizontal coordinates were scaled from a topographic map and have
 FC1143.an estimated accuracy of +/- 6 seconds.
 FC1143
 FC1143.The orthometric height was determined by differential leveling
 FC1143.and adjusted by the National Geodetic Survey in June 1991..
 FC1143
 FC1143.The geoid height was determined by GEOID03.
 FC1143
 FC1143.The dynamic height is computed by dividing the NAVD 88
 FC1143.geopotential number by the normal gravity value computed on the
 FC1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1143.degrees latitude (g = 980.6199 gals.).
 FC1143
 FC1143.The modeled gravity was interpolated from observed gravity values.
 FC1143
 FC1143;                    North         East    Units  Estimated Accuracy
 FC1143;SPC TN       -    83,520.      662,220.      MT  (+/- 180 meters Scaled)
 FC1143
 FC1143                          SUPERSEDED SURVEY CONTROL
 FC1143
 FC1143  NGVD 29 (??/??/92)  203.165  (m)          666.55   (f) ADJ UNCH    2 0
 FC1143
 FC1143.Superseded values are not recommended for survey control.
 FC1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1143.See file dsdata.txt to determine how the superseded data were derived.
 FC1143
 FC1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD533836(NAD 83)
 FC1143_MARKER: DD = SURVEY DISK
 FC1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1143_STAMPING: 3201 1934
 FC1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1143+STABILITY: SURFACE MOTION
 FC1143
 FC1143  HISTORY     - Date     Condition        Report By
 FC1143  HISTORY     - 1934     MONUMENTED       TNGS
 FC1143  HISTORY     - 1956     GOOD             NGS
 FC1143  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1143
 FC1143                          STATION DESCRIPTION
 FC1143
 FC1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FC1143'2.5 MI N FROM CHATTANOOGA.
 FC1143'2.5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1143'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1143'AT THE HIGHWAY INTERSECTION, 80 FEET NORTH OF THE CENTER OF THE
 FC1143'INTERSECTION, AND 150 FEET SOUTH OF THE CONCRETE BRIDGE OVER
 FC1143'STRINGERS BRANCH.  A STATE SURVEY DISK, STAMPED 3201 1934 AND
 FC1143'SET IN THE TOP OF A CONCRETE POST.
 FC1143
 FC1143                          STATION RECOVERY (2000)
 FC1143
 FC1143'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2224 ***********************************************************************
 GC2224  DESIGNATION -  2100
 GC2224  PID         -  GC2224
 GC2224  STATE/COUNTY-  TN/DAVIDSON
 GC2224  USGS QUAD   -  ANTIOCH (1983)
 GC2224
 GC2224                         *CURRENT SURVEY CONTROL
 GC2224  ___________________________________________________________________
 GC2224* NAD 83(1995)-  36 06 06.21089(N)    086 44 39.28993(W)     ADJUSTED  
 GC2224* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 GC2224  ___________________________________________________________________
 GC2224  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GC2224  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2224
 GC2224  HORZ ORDER  -  SECOND
 GC2224
 GC2224.The horizontal coordinates were established by classical geodetic methods
 GC2224.and adjusted by the National Geodetic Survey in April 1999..
 GC2224
 GC2224.The orthometric height was scaled from a topographic map.
 GC2224
 GC2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2224
 GC2224.The geoid height was determined by GEOID03.
 GC2224
 GC2224;                    North         East     Units Scale Factor Converg.
 GC2224;SPC TN       -   196,457.181   532,985.588   MT  0.99995928   -0 26 08.6
 GC2224;SPC TN       -   644,543.27  1,748,636.88   sFT  0.99995928   -0 26 08.6
 GC2224;UTM  16      - 3,995,261.640   523,020.776   MT  0.99960653   +0 09 02.5
 GC2224
 GC2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2224!SPC TN       -   0.99997162  x   0.99995928  =   0.99993091
 GC2224!UTM  16      -   0.99997162  x   0.99960653  =   0.99957817
 GC2224
 GC2224                          SUPERSEDED SURVEY CONTROL
 GC2224
 GC2224  NAD 83(1995)-  36 06 06.21320(N)    086 44 39.29201(W) AD(       ) 2
 GC2224  NAD 83(1995)-  36 06 06.21507(N)    086 44 39.29162(W) AD(       ) 2
 GC2224  NAD 83(1986)-  36 06 06.22099(N)    086 44 39.29300(W) AD(       ) 2
 GC2224  NAD 27      -  36 06 06.01160(N)    086 44 39.29730(W) AD(       ) 2
 GC2224
 GC2224.Superseded values are not recommended for survey control.
 GC2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2224.See file dsdata.txt to determine how the superseded data were derived.
 GC2224
 GC2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2302195262(NAD 83)
 GC2224_MARKER: DE = TRAVERSE STATION DISK
 GC2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2224_MARK LOGO: TNGS  
 GC2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2224+STABILITY: SURFACE MOTION
 GC2224
 GC2224  HISTORY     - Date     Condition        Report By
 GC2224  HISTORY     - 1959     MONUMENTED       TNGS
 GC2224
 GC2224                          STATION DESCRIPTION
 GC2224
 GC2224'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2224'SEE STATION NOLEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0420 ***********************************************************************
 GA0420  DESIGNATION -  2107
 GA0420  PID         -  GA0420
 GA0420  STATE/COUNTY-  TN/CARTER
 GA0420  USGS QUAD   -  CARTER (1969)
 GA0420
 GA0420                         *CURRENT SURVEY CONTROL
 GA0420  ___________________________________________________________________
 GA0420* NAD 83(1986)-  36 26 52.     (N)    082 02 40.     (W)     SCALED    
 GA0420* NAVD 88     -       641.73   (+/-2cm)    2105.4    (feet)  VERTCON   
 GA0420  ___________________________________________________________________
 GA0420  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA0420
 GA0420  VERT ORDER  -  ? (See Below)
 GA0420
 GA0420.The horizontal coordinates were scaled from a topographic map and have
 GA0420.an estimated accuracy of +/- 6 seconds.
 GA0420
 GA0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0420.The vertical order pertains to the NGVD 29 superseded value.
 GA0420
 GA0420.The geoid height was determined by GEOID03.
 GA0420
 GA0420;                    North         East    Units  Estimated Accuracy
 GA0420;SPC TN       -   241,770.      954,530.      MT  (+/- 180 meters Scaled)
 GA0420
 GA0420                          SUPERSEDED SURVEY CONTROL
 GA0420
 GA0420  NGVD 29 (??/??/92)  641.833  (m)         2105.75   (f) ADJ UNCH    ?  
 GA0420
 GA0420.Superseded values are not recommended for survey control.
 GA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0420.See file dsdata.txt to determine how the superseded data were derived.
 GA0420
 GA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA064341(NAD 83)
 GA0420_MARKER: DD = SURVEY DISK
 GA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0420_STAMPING: 2107
 GA0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0420+STABILITY: SURFACE MOTION
 GA0420
 GA0420  HISTORY     - Date     Condition        Report By
 GA0420  HISTORY     - UNK      MONUMENTED       USGS
 GA0420  HISTORY     - 1937     GOOD             TVA
 GA0420
 GA0420                          STATION DESCRIPTION
 GA0420
 GA0420'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0420'12.7 MI NE FROM ELIZABETHTON.
 GA0420'12.7 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0420'CARTER COUNTY, 0.3 MILE NORTHEAST OF HOUSELY, 400 FEET NORTHWEST
 GA0420'OF THE STONY CREEK ROAD, AT THE POINT OF A HILL, 200 FEET
 GA0420'NORTH OF STONY CREEK, 150 FEET WEST OF A LIMESTONE QUARRY,
 GA0420'30 FEET EAST OF A SECOND-CLASS ROAD LEADING NORTH AND JOINING
 GA0420'THE MAIN ROAD NEAR SAM ESTEPS RESIDENCE, AND ON A ROCK LEDGE.
 GA0420'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2107
 GA0420'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0712 ***********************************************************************
 GD0712  DESIGNATION -  21/22 AZ MK
 GD0712  PID         -  GD0712
 GD0712  STATE/COUNTY-  TN/LAKE
 GD0712  USGS QUAD   -  TIPTONVILLE (1981)
 GD0712
 GD0712                         *CURRENT SURVEY CONTROL
 GD0712  ___________________________________________________________________
 GD0712* NAD 83(1986)-  36 26 48.     (N)    089 26 16.     (W)     SCALED    
 GD0712* NAVD 88     -        90.830  (meters)     298.00   (feet)  POSTED    
 GD0712  ___________________________________________________________________
 GD0712  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0712  DYNAMIC HT  -          90.760 (meters)     297.77  (feet)  COMP
 GD0712  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 GD0712
 GD0712  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GD0712
 GD0712.The horizontal coordinates were scaled from a topographic map and have
 GD0712.an estimated accuracy of +/- 6 seconds.
 GD0712
 GD0712.The orthometric height was determined by differential leveling
 GD0712.and adjusted by the National Geodetic Survey in 1992..
 GD0712.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GD0712.rate of 1.1 thru 2.0 mm/km.
 GD0712
 GD0712.The geoid height was determined by GEOID03.
 GD0712
 GD0712.The dynamic height is computed by dividing the NAVD 88
 GD0712.geopotential number by the normal gravity value computed on the
 GD0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0712.degrees latitude (g = 980.6199 gals.).
 GD0712
 GD0712.The modeled gravity was interpolated from observed gravity values.
 GD0712
 GD0712;                    North         East    Units  Estimated Accuracy
 GD0712;SPC TN       -   239,890.      291,860.      MT  (+/- 180 meters Scaled)
 GD0712
 GD0712                          SUPERSEDED SURVEY CONTROL
 GD0712
 GD0712  NGVD 29 (??/??/??)   90.733  (m)          297.68   (f) ADJUSTED    1 2
 GD0712
 GD0712.Superseded values are not recommended for survey control.
 GD0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0712.See file dsdata.txt to determine how the superseded data were derived.
 GD0712
 GD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF815362(NAD 83)
 GD0712_MARKER: DD = SURVEY DISK
 GD0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0712_STAMPING: A AZ STONE 21/22 A
 GD0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0712+STABILITY: SURFACE MOTION
 GD0712
 GD0712  HISTORY     - Date     Condition        Report By
 GD0712  HISTORY     - UNK      MONUMENTED       DOD
 GD0712  HISTORY     - 1974     POOR             NGS
 GD0712
 GD0712                          STATION DESCRIPTION
 GD0712
 GD0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0712'2.2 MI E FROM CATES.
 GD0712'ABOUT 2.2 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 GD0712'OF STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, ABOUT
 GD0712'0.1 MILE NORTHEAST OF A ROAD CROSSING AND THE SOUTHWEST END OF A
 GD0712'LEVEE, 37 FEET SOUTHEAST OF CENTER LINE OF ROAD, 63 FEET NORTH OF
 GD0712'NORTHEAST CORNER OF A FRAME HOUSE, 5 FEET NORTHEAST OF CENTER LINE
 GD0712'OF DRIVE, 21 FEET NORTHEAST OF A POWER POLE, ABOUT 1 FOOT BELOW
 GD0712'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0712'4 INCHES.  NOTE-- THE MARK IS SET IN A LOCATION WHERE IT IS RUN OVER
 GD0712'BY MACHINERY.  THE CONCRETE POST IS BADLY CHIPPED AND THE DISK IS
 GD0712'BATTERED.  THE MARK APPEARS TO HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0509 ***********************************************************************
 FD0509  DESIGNATION -  21.3
 FD0509  PID         -  FD0509
 FD0509  STATE/COUNTY-  TN/RUTHERFORD
 FD0509  USGS QUAD   -  SMYRNA (1998)
 FD0509
 FD0509                         *CURRENT SURVEY CONTROL
 FD0509  ___________________________________________________________________
 FD0509* NAD 83(1986)-  35 58 40.     (N)    086 31 22.     (W)     SCALED    
 FD0509* NAVD 88     -       163.51   (+/-2cm)     536.4    (feet)  VERTCON   
 FD0509  ___________________________________________________________________
 FD0509  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0509
 FD0509  VERT ORDER  -  ? (See Below)
 FD0509
 FD0509.The horizontal coordinates were scaled from a topographic map and have
 FD0509.an estimated accuracy of +/- 6 seconds.
 FD0509
 FD0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD0509.The vertical order pertains to the NGVD 29 superseded value.
 FD0509
 FD0509.The geoid height was determined by GEOID03.
 FD0509
 FD0509;                    North         East    Units  Estimated Accuracy
 FD0509;SPC TN       -   182,580.      552,850.      MT  (+/- 180 meters Scaled)
 FD0509
 FD0509                          SUPERSEDED SURVEY CONTROL
 FD0509
 FD0509  NGVD 29 (??/??/92)  163.534  (m)          536.53   (f) ADJ UNCH    ?  
 FD0509
 FD0509.Superseded values are not recommended for survey control.
 FD0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0509.See file dsdata.txt to determine how the superseded data were derived.
 FD0509
 FD0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE430815(NAD 83)
 FD0509_MARKER: B = BOLT
 FD0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0509_SP_SET: BRIDGE
 FD0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0509
 FD0509  HISTORY     - Date     Condition        Report By
 FD0509  HISTORY     - UNK      MONUMENTED       NCRR
 FD0509  HISTORY     - 1949     GOOD             NGS
 FD0509
 FD0509                          STATION DESCRIPTION
 FD0509
 FD0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0509'1.2 MI SE FROM SMYRNA.
 FD0509'1.25 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0509'LOUIS RAILWAY FROM THE STATION AT SMYRNA, THE TOP OF THE BOLT
 FD0509'HEAD AT THE NORTHWEST END OF THE NORTHEAST RAILING OF RAILWAY
 FD0509'BRIDGE NO. 21.3 OVER STEWART CREEK, 3 1/2 FEET NORTHEAST OF THE
 FD0509'NORTHEAST RAIL AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1345 ***********************************************************************
 GC1345  DESIGNATION -  22 29 37
 GC1345  PID         -  GC1345
 GC1345  STATE/COUNTY-  TN/DICKSON
 GC1345  USGS QUAD   -  BURNS (1986)
 GC1345
 GC1345                         *CURRENT SURVEY CONTROL
 GC1345  ___________________________________________________________________
 GC1345* NAD 83(1986)-  36 04 43.     (N)    087 16 05.     (W)     SCALED    
 GC1345* NAVD 88     -       248.665  (meters)     815.83   (feet)  ADJUSTED  
 GC1345  ___________________________________________________________________
 GC1345  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1345  DYNAMIC HT  -         248.448 (meters)     815.12  (feet)  COMP
 GC1345  MODELED GRAV-     979,753.4   (mgal)                       NAVD 88
 GC1345
 GC1345  VERT ORDER  -  FIRST     CLASS II
 GC1345
 GC1345.The horizontal coordinates were scaled from a topographic map and have
 GC1345.an estimated accuracy of +/- 6 seconds.
 GC1345
 GC1345.The orthometric height was determined by differential leveling
 GC1345.and adjusted by the National Geodetic Survey in June 1991..
 GC1345
 GC1345.The geoid height was determined by GEOID03.
 GC1345
 GC1345.The dynamic height is computed by dividing the NAVD 88
 GC1345.geopotential number by the normal gravity value computed on the
 GC1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1345.degrees latitude (g = 980.6199 gals.).
 GC1345
 GC1345.The modeled gravity was interpolated from observed gravity values.
 GC1345
 GC1345;                    North         East    Units  Estimated Accuracy
 GC1345;SPC TN       -   194,380.      485,790.      MT  (+/- 180 meters Scaled)
 GC1345
 GC1345                          SUPERSEDED SURVEY CONTROL
 GC1345
 GC1345  NGVD 29 (??/??/92)  248.662  (m)          815.82   (f) ADJ UNCH    1 2
 GC1345
 GC1345.Superseded values are not recommended for survey control.
 GC1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1345.See file dsdata.txt to determine how the superseded data were derived.
 GC1345
 GC1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE758927(NAD 83)
 GC1345_MARKER: DD = SURVEY DISK
 GC1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1345_STAMPING: 22 29 37
 GC1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1345+STABILITY: SURFACE MOTION
 GC1345
 GC1345  HISTORY     - Date     Condition        Report By
 GC1345  HISTORY     - UNK      MONUMENTED       TNDG
 GC1345  HISTORY     - 1948     GOOD             NGS
 GC1345
 GC1345                          STATION DESCRIPTION
 GC1345
 GC1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1345'3.4 MI E FROM BURNS.
 GC1345'ABOUT 3.25 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND
 GC1345'ST. LOUIS RAILWAY FROM THE STATION AT BURNS, THENCE ABOUT 0.2
 GC1345'MILE NORTH ALONG THE SOUTH ENTRANCE ROAD TO MONTGOMERY BELL
 GC1345'STATE PARK, IN THE PARK NEAR A GROUP OF BROWN FRAME BUILDINGS,
 GC1345'IN SERVICE AREA AND AT THE JUNCTION OF A ROAD LEADING
 GC1345'SOUTHWEST TO LADD SPRINGS FIRE TOWER, 21 FEET SOUTHWEST OF THE
 GC1345'CENTER LINE OF THE MAIN PARK ROAD, 25 FEET SOUTHEAST OF THE
 GC1345'CENTER LINE OF THE LADD SPRINGS TOWER ROAD, 61 FEET NORTHEAST
 GC1345'OF THE NORTH CORNER OF A STORAGE BUILDING, 1.0 FOOT EAST OF A
 GC1345'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 GC1345'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1338 ***********************************************************************
 GC1338  DESIGNATION -  22 30 1
 GC1338  PID         -  GC1338
 GC1338  STATE/COUNTY-  TN/DICKSON
 GC1338  USGS QUAD   -  WHITE BLUFF (1983)
 GC1338
 GC1338                         *CURRENT SURVEY CONTROL
 GC1338  ___________________________________________________________________
 GC1338* NAD 83(1986)-  36 06 15.     (N)    087 12 53.     (W)     SCALED    
 GC1338* NAVD 88     -       250.494  (meters)     821.83   (feet)  ADJUSTED  
 GC1338  ___________________________________________________________________
 GC1338  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1338  DYNAMIC HT  -         250.277 (meters)     821.12  (feet)  COMP
 GC1338  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GC1338
 GC1338  VERT ORDER  -  FIRST     CLASS II
 GC1338
 GC1338.The horizontal coordinates were scaled from a topographic map and have
 GC1338.an estimated accuracy of +/- 6 seconds.
 GC1338
 GC1338.The orthometric height was determined by differential leveling
 GC1338.and adjusted by the National Geodetic Survey in June 1991..
 GC1338
 GC1338.The geoid height was determined by GEOID03.
 GC1338
 GC1338.The dynamic height is computed by dividing the NAVD 88
 GC1338.geopotential number by the normal gravity value computed on the
 GC1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1338.degrees latitude (g = 980.6199 gals.).
 GC1338
 GC1338.The modeled gravity was interpolated from observed gravity values.
 GC1338
 GC1338;                    North         East    Units  Estimated Accuracy
 GC1338;SPC TN       -   197,150.      490,630.      MT  (+/- 180 meters Scaled)
 GC1338
 GC1338                          SUPERSEDED SURVEY CONTROL
 GC1338
 GC1338  NGVD 29 (??/??/92)  250.493  (m)          821.83   (f) ADJ UNCH    1 2
 GC1338
 GC1338.Superseded values are not recommended for survey control.
 GC1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1338.See file dsdata.txt to determine how the superseded data were derived.
 GC1338
 GC1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE806955(NAD 83)
 GC1338_MARKER: DB = BENCH MARK DISK
 GC1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1338_STAMPING: 22 30 1
 GC1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1338+STABILITY: SURFACE MOTION
 GC1338
 GC1338  HISTORY     - Date     Condition        Report By
 GC1338  HISTORY     - UNK      MONUMENTED       CGS
 GC1338  HISTORY     - 1949     GOOD             NGS
 GC1338
 GC1338                          STATION DESCRIPTION
 GC1338
 GC1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1338'0.2 MI E FROM WHITE BLUFF.
 GC1338'0.25 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1338'RAILWAY FROM THE STATION AT WHITE BLUFF, DICKSON COUNTY, OPPOSITE
 GC1338'A POINT MIDWAY BETWEEN POLES 29 + 35 AND 29 + 36, AT THE EAST
 GC1338'CITY LIMITS OF WHITE BLUFF, 111 FEET SOUTHEAST OF THE CENTER OF
 GC1338'A ROAD CROSSING, 64 FEET SOUTHEAST OF THE 1ST TELEPHONE POLE
 GC1338'EAST OF THE ROAD CROSSING, 93.5 FEET SOUTH OF THE SOUTH RAIL OF
 GC1338'THE MAIN TRACK, 20 FEET SOUTH OF THE CENTERLINE OF A ROAD,
 GC1338'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 GC1338'CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GC1338'INCHES.  A TENNESSEE DIVISION OF GEOLOGY DISK, STAMPED 22 30 1.
 GC1338'NOTE-- THIS BENCH MARK WAS ORIGINALLY STAMPED 22 30 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7709 ***********************************************************************
 DG7709  CBN         -  This is a Cooperative Base Network Control Station.
 DG7709  DESIGNATION -  22 MBSP 1
 DG7709  PID         -  DG7709
 DG7709  STATE/COUNTY-  TN/DICKSON
 DG7709  USGS QUAD   -  BURNS (1986)
 DG7709
 DG7709                         *CURRENT SURVEY CONTROL
 DG7709  ___________________________________________________________________
 DG7709* NAD 83(1995)-  36 06 48.22182(N)    087 16 03.20876(W)     ADJUSTED  
 DG7709* NAVD 88     -       245.6    (meters)     806.     (feet)  GPS OBS   
 DG7709  ___________________________________________________________________
 DG7709  X           -     245,928.972 (meters)                     COMP
 DG7709  Y           -  -5,152,902.822 (meters)                     COMP
 DG7709  Z           -   3,738,491.408 (meters)                     COMP
 DG7709  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DG7709  ELLIP HEIGHT-         216.76  (meters)          (08/03/04) GPS OBS
 DG7709  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DG7709
 DG7709  HORZ ORDER  -  A
 DG7709  ELLP ORDER  -  FOURTH    CLASS I
 DG7709
 DG7709.The horizontal coordinates were established by GPS observations
 DG7709.and adjusted by the National Geodetic Survey in August 2004..
 DG7709
 DG7709.The orthometric height was determined by GPS observations and a
 DG7709.high-resolution geoid model.
 DG7709
 DG7709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7709
 DG7709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7709
 DG7709.The ellipsoidal height was determined by GPS observations
 DG7709.and is referenced to NAD 83.
 DG7709
 DG7709.The geoid height was determined by GEOID03.
 DG7709
 DG7709;                    North         East     Units Scale Factor Converg.
 DG7709;SPC TN       -   198,236.211   485,883.863   MT  0.99996025   -0 44 31.5
 DG7709;SPC TN       -   650,379.97  1,594,103.97   sFT  0.99996025   -0 44 31.5
 DG7709;UTM  16      - 3,996,558.867   475,920.177   MT  0.99960714   -0 09 27.7
 DG7709
 DG7709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7709!SPC TN       -   0.99996598  x   0.99996025  =   0.99992623
 DG7709!UTM  16      -   0.99996598  x   0.99960714  =   0.99957313
 DG7709
 DG7709                          SUPERSEDED SURVEY CONTROL
 DG7709
 DG7709.No superseded survey control is available for this station.
 DG7709
 DG7709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7592096559(NAD 83)
 DG7709_MARKER: DD = SURVEY DISK
 DG7709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7709_STAMPING: 22 MBSP 1 2000
 DG7709_MARK LOGO: TNDT  
 DG7709_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7709+STABILITY: SURFACE MOTION
 DG7709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7709+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7709
 DG7709  HISTORY     - Date     Condition        Report By
 DG7709  HISTORY     - 2000     MONUMENTED       TNDT
 DG7709  HISTORY     - 20031010 GOOD             TNDT
 DG7709
 DG7709                          STATION DESCRIPTION
 DG7709
 DG7709'DESCRIBED BY TN DEPT OF TRANSP 2003 (TWB)
 DG7709'THE STATION IS LOCATED IN DICKSON, TN AT MONTGOMERY BELL STATE PARK
 DG7709'ABOUT 6 MILES EAST OF DICKSON, ABOUT 4,5 NORTHEAST OF BURNS, AND ABOUT
 DG7709'1 MILE WEST OF WHITE BLUFF.
 DG7709' 
 DG7709'TO REACH FROM THE INTERSECTION OF US HWY 70 AND STATE ROUTE 47 IN
 DG7709'WHITE BLUFF, GO WESTERLY ON US 70 FOR 0.8 MILES TO JONES CREEK ROAD ON
 DG7709'THE RIGHT.  TURN RIGHT AND GO NORTWESTERLY ON JONES CREEK ROAD FOR 1.0
 DG7709'MILE TO BILL DUKE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 DG7709'BILL DUKE ROAD FOR 550 FEET TO THE STATION ON THE RIGHT.
 DG7709' 
 DG7709'THE STATION IS STANDARD TNDOT ALUMINUM DISK AFFIXED ATOP A 5 FOOT .620
 DG7709'INCH DIAMETER REBAR SET FLUSH IN THE TOP OF A 12INCH SQUARE CONCRETE
 DG7709'MONUMENT SET FLUSH WITH THE GROUND.  THE MARK IS 150 FEET SOUTH
 DG7709'SOUTHWEST OF A TELEPHONE POLE (NUMBER 22), AND ACROSS THE ROAD FROM A
 DG7709'6 INCH CEDAR TREE IN A FENCE ROW, AND 28 FEET EAST OF THE CENTER OF
 DG7709'BILL DUKE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1118 ***********************************************************************
 FB1118  DESIGNATION -  222
 FB1118  PID         -  FB1118
 FB1118  STATE/COUNTY-  TN/GREENE
 FB1118  USGS QUAD   -  HOT SPRINGS (1991)
 FB1118
 FB1118                         *CURRENT SURVEY CONTROL
 FB1118  ___________________________________________________________________
 FB1118* NAD 83(1986)-  35 59 14.     (N)    082 51 32.     (W)     SCALED    
 FB1118* NAVD 88     -       469.10   (+/-2cm)    1539.0    (feet)  VERTCON   
 FB1118  ___________________________________________________________________
 FB1118  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1118
 FB1118  VERT ORDER  -  ? (See Below)
 FB1118
 FB1118.The horizontal coordinates were scaled from a topographic map and have
 FB1118.an estimated accuracy of +/- 6 seconds.
 FB1118
 FB1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1118.The vertical order pertains to the NGVD 29 superseded value.
 FB1118
 FB1118.The geoid height was determined by GEOID03.
 FB1118
 FB1118;                    North         East    Units  Estimated Accuracy
 FB1118;SPC TN       -   188,040.      883,200.      MT  (+/- 180 meters Scaled)
 FB1118
 FB1118                          SUPERSEDED SURVEY CONTROL
 FB1118
 FB1118  NGVD 29 (??/??/92)  469.218  (m)         1539.43   (f) ADJ UNCH    ?  
 FB1118
 FB1118.Superseded values are not recommended for survey control.
 FB1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1118.See file dsdata.txt to determine how the superseded data were derived.
 FB1118
 FB1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV324841(NAD 83)
 FB1118_MARKER: DD = SURVEY DISK
 FB1118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1118_SP_SET: BRIDGE
 FB1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1118
 FB1118  HISTORY     - Date     Condition        Report By
 FB1118  HISTORY     - UNK      MONUMENTED       USDA
 FB1118  HISTORY     - 1955     GOOD             NGS
 FB1118
 FB1118                          STATION DESCRIPTION
 FB1118
 FB1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1118'11.9 MI NE FROM WOLF CREEK.
 FB1118'IN GREENE COUNTY, 11.9 MILES NORTHEAST ALONG THE COVE CREEK ROAD
 FB1118'FROM WOLF CREEK, COCKE COUNTY, 300 FEET SOUTHWEST OF A TWO-STORY
 FB1118'HOUSE, 180 FEET NORTHWEST OF A TOBACCO BARN, 110 FEET NORTHEAST
 FB1118'OF A FENCE CORNER, ON THE LEFT BANK OF COVE CREEK, 60 FEET SOUTHWEST
 FB1118'OF AN OLD ROAD, 31.7 FEET SOUTHEAST OF A 6-INCH WALNUT TREE, 29.3
 FB1118'FEET NORTH OF A 10-INCH SYCAMORE TREE, AT THE NEW (1938) CONCRETE
 FB1118'BRIDGE OVER COVE CREEK, IN THE TOP OF THE SOUTHWEST ABUTMENT, AND
 FB1118'6 FEET SOUTHEAST OF THE ROAD.  A UNITED STATES DEPARTMENT OF
 FB1118'AGRICULTURE STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2568 ***********************************************************************
 AJ2568  DESIGNATION -  23
 AJ2568  PID         -  AJ2568
 AJ2568  STATE/COUNTY-  TN/SHELBY
 AJ2568  USGS QUAD   -  BRUNSWICK (1993)
 AJ2568
 AJ2568                         *CURRENT SURVEY CONTROL
 AJ2568  ___________________________________________________________________
 AJ2568* NAD 83(1995)-  35 19 52.77232(N)    089 47 57.06972(W)     ADJUSTED  
 AJ2568* NAVD 88     -        90.6    (meters)     297.     (feet)  GPS OBS   
 AJ2568  ___________________________________________________________________
 AJ2568  X           -      18,257.883 (meters)                     COMP
 AJ2568  Y           -  -5,209,275.794 (meters)                     COMP
 AJ2568  Z           -   3,667,953.187 (meters)                     COMP
 AJ2568  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AJ2568  ELLIP HEIGHT-          63.35  (meters)          (04/26/01) GPS OBS
 AJ2568  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2568
 AJ2568  HORZ ORDER  -  FIRST
 AJ2568  ELLP ORDER  -  FOURTH    CLASS I
 AJ2568
 AJ2568.The horizontal coordinates were established by GPS observations
 AJ2568.and adjusted by the National Geodetic Survey in April 2001..
 AJ2568
 AJ2568.The orthometric height was determined by GPS observations and a
 AJ2568.high-resolution geoid model.
 AJ2568
 AJ2568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2568
 AJ2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2568
 AJ2568.The ellipsoidal height was determined by GPS observations
 AJ2568.and is referenced to NAD 83.
 AJ2568
 AJ2568.The geoid height was determined by GEOID03.
 AJ2568
 AJ2568;                    North         East     Units Scale Factor Converg.
 AJ2568;SPC TN       -   117,430.758   254,674.417   MT  0.99998664   -2 13 27.1
 AJ2568;SPC TN       -   385,270.75    835,544.32   sFT  0.99998664   -2 13 27.1
 AJ2568;UTM  16      - 3,913,382.721   245,569.735   MT  1.00039785   -1 37 10.7
 AJ2568
 AJ2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2568!SPC TN       -   0.99999006  x   0.99998664  =   0.99997670
 AJ2568!UTM  16      -   0.99999006  x   1.00039785  =   1.00038790
 AJ2568
 AJ2568                          SUPERSEDED SURVEY CONTROL
 AJ2568
 AJ2568.No superseded survey control is available for this station.
 AJ2568
 AJ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4557013383(NAD 83)
 AJ2568_MARKER: DD = SURVEY DISK
 AJ2568_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2568+WITH SETTING: INFORMATION.
 AJ2568_STAMPING: 023
 AJ2568_MARK LOGO: MLGW  
 AJ2568_PROJECTION: FLUSH
 AJ2568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2568+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2568_ROD/PIPE-DEPTH:  0.8 meters
 AJ2568
 AJ2568  HISTORY     - Date     Condition        Report By
 AJ2568  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2568
 AJ2568                          STATION DESCRIPTION
 AJ2568
 AJ2568'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2568'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2568'MILE (1.61 KM) EAST OF MILLINGTON TENNESSEE IN THE BOLTON COMMUNITY.
 AJ2568'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY
 AJ2568'(HWY-14) AND MILLINGTON-ARLINGTON ROAD, PROCEED SOUTHWEST ON AUSTIN
 AJ2568'PEAY HIGHWAY APPROXIMATELY 1.00 MILES (1.61 KM) .  THE STATION IS ON
 AJ2568'THE LEFT.
 AJ2568'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2568'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2568'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 0.70 MILES (1.13 KM)
 AJ2568'NORTH OF CROOKED CREEK DRAINAGE CANAL (2ND BRIDGE NORTH OF HIGHWAY
 AJ2568'385) BRIDGE NO.  79-14-31.18, 861.00 FEET (262.43 M) SOUTH OF A WOOD
 AJ2568'POWER POLE NO.  53728, 529.00 FEET (161.24 M) SOUTHEAST OF A HIGHWAY
 AJ2568'MILE MARKER NO.  32, 95.00 FEET (28.96 M) EAST OF THE CENTERLINE OF
 AJ2568'AUSTIN PEAY HWY.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0927 ***********************************************************************
 GD0927  DESIGNATION -  23 11 5
 GD0927  PID         -  GD0927
 GD0927  STATE/COUNTY-  TN/DYER
 GD0927  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0927
 GD0927                         *CURRENT SURVEY CONTROL
 GD0927  ___________________________________________________________________
 GD0927* NAD 83(1986)-  36 00 22.     (N)    089 30 24.     (W)     SCALED    
 GD0927* NAVD 88     -        80.526  (meters)     264.19   (feet)  ADJUSTED  
 GD0927  ___________________________________________________________________
 GD0927  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0927  DYNAMIC HT  -          80.458 (meters)     263.97  (feet)  COMP
 GD0927  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GD0927
 GD0927  VERT ORDER  -  SECOND    CLASS 0
 GD0927
 GD0927.The horizontal coordinates were scaled from a topographic map and have
 GD0927.an estimated accuracy of +/- 6 seconds.
 GD0927
 GD0927.The orthometric height was determined by differential leveling
 GD0927.and adjusted by the National Geodetic Survey in June 1991..
 GD0927
 GD0927.The geoid height was determined by GEOID03.
 GD0927
 GD0927.The dynamic height is computed by dividing the NAVD 88
 GD0927.geopotential number by the normal gravity value computed on the
 GD0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0927.degrees latitude (g = 980.6199 gals.).
 GD0927
 GD0927.The modeled gravity was interpolated from observed gravity values.
 GD0927
 GD0927;                    North         East    Units  Estimated Accuracy
 GD0927;SPC TN       -   191,260.      283,930.      MT  (+/- 180 meters Scaled)
 GD0927
 GD0927                          SUPERSEDED SURVEY CONTROL
 GD0927
 GD0927  NGVD 29 (??/??/??)   80.458  (m)          263.97   (f) ADJUSTED    2 0
 GD0927
 GD0927.Superseded values are not recommended for survey control.
 GD0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0927.See file dsdata.txt to determine how the superseded data were derived.
 GD0927
 GD0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE740875(NAD 83)
 GD0927_MARKER: DD = SURVEY DISK
 GD0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0927_STAMPING: 23-11-5
 GD0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0927+STABILITY: SURFACE MOTION
 GD0927
 GD0927  HISTORY     - Date     Condition        Report By
 GD0927  HISTORY     - UNK      MONUMENTED       TNDG
 GD0927  HISTORY     - 1943     GOOD             CGS
 GD0927  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0927
 GD0927                          STATION DESCRIPTION
 GD0927
 GD0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0927'3.4 MI SW FROM FINLEY.
 GD0927'1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 GD0927'FINLEY, THENCE 2.2 MILES SOUTH ALONG A PAVED ROAD, 0.2 MILE SOUTH
 GD0927'OF A SCHOOL BUILDING ON THE WEST SIDE OF THE ROAD, 117 FEET
 GD0927'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ANDERSON AND SONS
 GD0927'STORE, IN 1943, 47 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD
 GD0927'AT A CURVE TO THE WEST, 24 FEET WEST OF THE SOUTHWEST CORNER OF
 GD0927'A FRAME HOUSE, 20.5 FEET SOUTH OF A POWERLINE POLE, AND LEVEL
 GD0927'WITH THE ROAD.  A TENNESSEE DIVISION OF GEOLOGY STANDARD DISK,
 GD0927'STAMPED 23-11-5 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0927'0.8 FOOT ABOVE GROUND.
 GD0927
 GD0927                          STATION RECOVERY (2002)
 GD0927
 GD0927'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0927'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1528 ***********************************************************************
 FE1528  DESIGNATION -  23 12 12
 FE1528  PID         -  FE1528
 FE1528  STATE/COUNTY-  TN/DYER
 FE1528  USGS QUAD   -  CHIC (1983)
 FE1528
 FE1528                         *CURRENT SURVEY CONTROL
 FE1528  ___________________________________________________________________
 FE1528* NAD 83(1986)-  35 56 42.     (N)    089 38 40.     (W)     SCALED    
 FE1528* NAVD 88     -        79.827  (meters)     261.90   (feet)  ADJUSTED  
 FE1528  ___________________________________________________________________
 FE1528  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE1528  DYNAMIC HT  -          79.760 (meters)     261.68  (feet)  COMP
 FE1528  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 FE1528
 FE1528  VERT ORDER  -  FIRST     CLASS II
 FE1528
 FE1528.The horizontal coordinates were scaled from a topographic map and have
 FE1528.an estimated accuracy of +/- 6 seconds.
 FE1528
 FE1528.The orthometric height was determined by differential leveling
 FE1528.and adjusted by the National Geodetic Survey in June 1991..
 FE1528
 FE1528.The geoid height was determined by GEOID03.
 FE1528
 FE1528.The dynamic height is computed by dividing the NAVD 88
 FE1528.geopotential number by the normal gravity value computed on the
 FE1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1528.degrees latitude (g = 980.6199 gals.).
 FE1528
 FE1528.The modeled gravity was interpolated from observed gravity values.
 FE1528
 FE1528;                    North         East    Units  Estimated Accuracy
 FE1528;SPC TN       -   184,930.      271,270.      MT  (+/- 180 meters Scaled)
 FE1528
 FE1528                          SUPERSEDED SURVEY CONTROL
 FE1528
 FE1528  NGVD 29 (??/??/??)   79.770  (m)          261.71   (f) ADJUSTED    1 2
 FE1528
 FE1528.Superseded values are not recommended for survey control.
 FE1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1528.See file dsdata.txt to determine how the superseded data were derived.
 FE1528
 FE1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE614810(NAD 83)
 FE1528_MARKER: DD = SURVEY DISK
 FE1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1528_STAMPING: 23-12-12
 FE1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1528+STABILITY: SURFACE MOTION
 FE1528
 FE1528  HISTORY     - Date     Condition        Report By
 FE1528  HISTORY     - UNK      MONUMENTED       TNDG
 FE1528  HISTORY     - 1957     GOOD             CGS
 FE1528  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1528
 FE1528                          STATION DESCRIPTION
 FE1528
 FE1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1528'1.8 MI SE FROM CHIC.
 FE1528'1.8 MILES SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE
 FE1528'CONCRETE BLOCK SCHOOL BUILDING AT CHIC, ABOUT 0.65 MILE SOUTHEAST
 FE1528'OF HOLLINESS CHURCH AT CHIC, ABOUT 0.2 MILE SOUTHEAST OF JUNCTION
 FE1528'OF A GRAVEL ROAD LEADING NORTHEAST, 3 3/4 FEET NORTHEAST OF
 FE1528'NORTHEAST EDGE OF PAVEMENT, 192 FEET SOUTHEAST OF TELEPHONE POLE
 FE1528'NO. 222, 51 FEET SOUTHWEST OF CENTER OF TRIANGULAR BLAZE ON A
 FE1528'50-INCH PECAN TREE WHICH IS LOCATED IN A FENCE LINE, 1 FOOT
 FE1528'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FE1528'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 FE1528
 FE1528                          STATION RECOVERY (2002)
 FE1528
 FE1528'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1528'SUSPECTED DESTROYED DUE TO DITCH WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1530 ***********************************************************************
 FE1530  DESIGNATION -  23 12 15
 FE1530  PID         -  FE1530
 FE1530  STATE/COUNTY-  TN/DYER
 FE1530  USGS QUAD   -  CHIC (1983)
 FE1530
 FE1530                         *CURRENT SURVEY CONTROL
 FE1530  ___________________________________________________________________
 FE1530* NAD 83(1986)-  35 56 00.     (N)    089 38 09.     (W)     SCALED    
 FE1530* NAVD 88     -        79.785  (meters)     261.76   (feet)  ADJUSTED  
 FE1530  ___________________________________________________________________
 FE1530  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE1530  DYNAMIC HT  -          79.718 (meters)     261.54  (feet)  COMP
 FE1530  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 FE1530
 FE1530  VERT ORDER  -  FIRST     CLASS II
 FE1530
 FE1530.The horizontal coordinates were scaled from a topographic map and have
 FE1530.an estimated accuracy of +/- 6 seconds.
 FE1530
 FE1530.The orthometric height was determined by differential leveling
 FE1530.and adjusted by the National Geodetic Survey in June 1991..
 FE1530
 FE1530.The geoid height was determined by GEOID03.
 FE1530
 FE1530.The dynamic height is computed by dividing the NAVD 88
 FE1530.geopotential number by the normal gravity value computed on the
 FE1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1530.degrees latitude (g = 980.6199 gals.).
 FE1530
 FE1530.The modeled gravity was interpolated from observed gravity values.
 FE1530
 FE1530;                    North         East    Units  Estimated Accuracy
 FE1530;SPC TN       -   183,610.      272,000.      MT  (+/- 180 meters Scaled)
 FE1530
 FE1530                          SUPERSEDED SURVEY CONTROL
 FE1530
 FE1530  NGVD 29 (??/??/??)   79.729  (m)          261.58   (f) ADJUSTED    1 2
 FE1530
 FE1530.Superseded values are not recommended for survey control.
 FE1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1530.See file dsdata.txt to determine how the superseded data were derived.
 FE1530
 FE1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE622797(NAD 83)
 FE1530_MARKER: DD = SURVEY DISK
 FE1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1530_STAMPING: 23-12-15
 FE1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1530+STABILITY: SURFACE MOTION
 FE1530
 FE1530  HISTORY     - Date     Condition        Report By
 FE1530  HISTORY     - UNK      MONUMENTED       TNDG
 FE1530  HISTORY     - 1957     GOOD             CGS
 FE1530  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1530
 FE1530                          STATION DESCRIPTION
 FE1530
 FE1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1530'2.8 MI SE FROM CHIC.
 FE1530'2.75 MILES SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE
 FE1530'CONCRETE BLOCK SCHOOL BUILDING AT CHIC, 28 FEET EAST OF EAST
 FE1530'EDGE OF PAVEMENT, 318 FEET NORTH OF SOUTH END OF CONCRETE
 FE1530'PAVEMENT,  60 FEET SOUTHWEST OF POWER LINE TRANSFORMER POLE NO.
 FE1530'E 426, 41 FEET NORTH OF TELEPHONE POLE NO. 234, 242 FEET
 FE1530'NORTHWEST OF NORTHWEST CORNER OF A TWO-STORY RED FRAME HOUSE, 1
 FE1530'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 FE1530'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1530'12 INCHES.
 FE1530
 FE1530                          STATION RECOVERY (2002)
 FE1530
 FE1530'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1530'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1531 ***********************************************************************
 FE1531  DESIGNATION -  23 12 16
 FE1531  PID         -  FE1531
 FE1531  STATE/COUNTY-  TN/DYER
 FE1531  USGS QUAD   -  CHIC (1983)
 FE1531
 FE1531                         *CURRENT SURVEY CONTROL
 FE1531  ___________________________________________________________________
 FE1531* NAD 83(1986)-  35 55 48.     (N)    089 38 04.     (W)     SCALED    
 FE1531* NAVD 88     -        79.135  (meters)     259.63   (feet)  ADJUSTED  
 FE1531  ___________________________________________________________________
 FE1531  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE1531  DYNAMIC HT  -          79.068 (meters)     259.41  (feet)  COMP
 FE1531  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 FE1531
 FE1531  VERT ORDER  -  FIRST     CLASS II
 FE1531
 FE1531.The horizontal coordinates were scaled from a topographic map and have
 FE1531.an estimated accuracy of +/- 6 seconds.
 FE1531
 FE1531.The orthometric height was determined by differential leveling
 FE1531.and adjusted by the National Geodetic Survey in June 1991..
 FE1531
 FE1531.The geoid height was determined by GEOID03.
 FE1531
 FE1531.The dynamic height is computed by dividing the NAVD 88
 FE1531.geopotential number by the normal gravity value computed on the
 FE1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1531.degrees latitude (g = 980.6199 gals.).
 FE1531
 FE1531.The modeled gravity was interpolated from observed gravity values.
 FE1531
 FE1531;                    North         East    Units  Estimated Accuracy
 FE1531;SPC TN       -   183,240.      272,110.      MT  (+/- 180 meters Scaled)
 FE1531
 FE1531                          SUPERSEDED SURVEY CONTROL
 FE1531
 FE1531  NGVD 29 (??/??/??)   79.079  (m)          259.44   (f) ADJUSTED    1 2
 FE1531
 FE1531.Superseded values are not recommended for survey control.
 FE1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1531.See file dsdata.txt to determine how the superseded data were derived.
 FE1531
 FE1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE623793(NAD 83)
 FE1531_MARKER: DD = SURVEY DISK
 FE1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1531_STAMPING: 23-12-16
 FE1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1531+STABILITY: SURFACE MOTION
 FE1531
 FE1531  HISTORY     - Date     Condition        Report By
 FE1531  HISTORY     - UNK      MONUMENTED       TNDG
 FE1531  HISTORY     - 1957     GOOD             CGS
 FE1531  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1531
 FE1531                          STATION DESCRIPTION
 FE1531
 FE1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1531'3 MI SE FROM CHIC.
 FE1531'2.8 MILES SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE CONCRETE
 FE1531'BLOCK SCHOOL BUILDING AT CHIC, THENCE ABOUT 0.2 MILE SOUTH
 FE1531'ALONG A GRAVEL ROAD, ABOUT 0.35 MILE NORTH OF RIGHT BANK OF OBION
 FE1531'RIVER, 42 FEET EAST OF CENTER LINE OF ROAD, 95 FEET WEST OF A
 FE1531'LONE 26-INCH PECAN TREE, 98 FEET NORTH OF SOUTHWEST CORNER OF A
 FE1531'CULTIVATED FIELD, 82 FEET SOUTHEAST AND ACROSS ROAD FROM A POWER
 FE1531'LINE POLE, 107 FEET NORTH-NORTHEAST OF CENTER OF ROAD AT CROSSING
 FE1531'OF POWER LINE, 24 FEET EAST OF A FENCE LINE, ABOUT 1 FOOT ABOVE
 FE1531'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1531'4 INCHES.  NOTE-- MARK IS SOLID, HOWEVER, THE NORTHEAST SIDE OF
 FE1531'DISK IS HIGH POINT.
 FE1531
 FE1531                          STATION RECOVERY (2002)
 FE1531
 FE1531'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2449 ***********************************************************************
 FE2449  DESIGNATION -  23 14 15
 FE2449  PID         -  FE2449
 FE2449  STATE/COUNTY-  TN/DYER
 FE2449  USGS QUAD   -  BONICORD (1983)
 FE2449
 FE2449                         *CURRENT SURVEY CONTROL
 FE2449  ___________________________________________________________________
 FE2449* NAD 83(1995)-  35 57 59.76546(N)    089 20 17.45077(W)     ADJUSTED  
 FE2449* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 FE2449  ___________________________________________________________________
 FE2449  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FE2449  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2449
 FE2449  HORZ ORDER  -  SECOND
 FE2449
 FE2449.The horizontal coordinates were established by classical geodetic methods
 FE2449.and adjusted by the National Geodetic Survey in April 1999..
 FE2449
 FE2449.The orthometric height was scaled from a topographic map.
 FE2449
 FE2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2449
 FE2449.The geoid height was determined by GEOID03.
 FE2449
 FE2449;                    North         East     Units Scale Factor Converg.
 FE2449;SPC TN       -   186,344.299   298,963.567   MT  0.99995107   -1 57 15.5
 FE2449;SPC TN       -   611,364.59    980,849.64   sFT  0.99995107   -1 57 15.5
 FE2449;UTM  16      - 3,982,771.593   289,158.198   MT  1.00014779   -1 22 25.5
 FE2449
 FE2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2449!SPC TN       -   0.99998761  x   0.99995107  =   0.99993868
 FE2449!UTM  16      -   0.99998761  x   1.00014779  =   1.00013540
 FE2449
 FE2449                          SUPERSEDED SURVEY CONTROL
 FE2449
 FE2449  NAD 83(1995)-  35 57 59.76956(N)    089 20 17.45232(W) AD(       ) 2
 FE2449  NAD 83(1986)-  35 57 59.77663(N)    089 20 17.45086(W) AD(       ) 2
 FE2449  NAD 27      -  35 57 59.51800(N)    089 20 17.19940(W) AD(       ) 2
 FE2449
 FE2449.Superseded values are not recommended for survey control.
 FE2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2449.See file dsdata.txt to determine how the superseded data were derived.
 FE2449
 FE2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8915882772(NAD 83)
 FE2449_MARKER: DS = TRIANGULATION STATION DISK
 FE2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2449+STABILITY: SURFACE MOTION
 FE2449
 FE2449  HISTORY     - Date     Condition        Report By
 FE2449  HISTORY     - 1959     MONUMENTED       TNDG
 FE2449
 FE2449                          STATION DESCRIPTION
 FE2449
 FE2449'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1959
 FE2449'THE STATION IS ABOUT 6 MILES SOUTHEAST OF DYERSBURG AND ABOUT 3 MILES
 FE2449'EAST OF FOUR POINTS, ON THE PROPERTY OF MISS INEZ GOLDEN.
 FE2449'
 FE2449'23-14-15 TENNESSEE DIV. OF GEOLOGY, IS A TENNESSEE DIVISION OF
 FE2449'GEOLOGY BENCH MARK STAMPED TENNESSEE DIV. OF GEOLOGY 23-14-15,
 FE2449'SET IN AN 8 INCH CONCRETE MONUMENT WHICH PROJECTS 14 INCHES.  IT IS
 FE2449'90 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, AND 34
 FE2449'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1106 ***********************************************************************
 GD1106  DESIGNATION -  23 8 7
 GD1106  PID         -  GD1106
 GD1106  STATE/COUNTY-  TN/DYER
 GD1106  USGS QUAD   -  DYERSBURG (1983)
 GD1106
 GD1106                         *CURRENT SURVEY CONTROL
 GD1106  ___________________________________________________________________
 GD1106* NAD 83(1995)-  36 05 56.56348(N)    089 25 12.22240(W)     ADJUSTED  
 GD1106* NAVD 88     -       124.394  (meters)     408.12   (feet)  ADJUSTED  
 GD1106  ___________________________________________________________________
 GD1106  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1106  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD1106  DYNAMIC HT  -         124.289 (meters)     407.77  (feet)  COMP
 GD1106  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GD1106
 GD1106  HORZ ORDER  -  SECOND
 GD1106  VERT ORDER  -  FIRST     CLASS I
 GD1106
 GD1106.The horizontal coordinates were established by classical geodetic methods
 GD1106.and adjusted by the National Geodetic Survey in April 1999..
 GD1106
 GD1106.The orthometric height was determined by differential leveling
 GD1106.and adjusted by the National Geodetic Survey in June 1991..
 GD1106
 GD1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1106
 GD1106.The geoid height was determined by GEOID03.
 GD1106
 GD1106.The dynamic height is computed by dividing the NAVD 88
 GD1106.geopotential number by the normal gravity value computed on the
 GD1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1106.degrees latitude (g = 980.6199 gals.).
 GD1106
 GD1106.The modeled gravity was interpolated from observed gravity values.
 GD1106
 GD1106;                    North         East     Units Scale Factor Converg.
 GD1106;SPC TN       -   201,285.532   292,095.956   MT  0.99995906   -2 00 08.1
 GD1106;SPC TN       -   660,384.28    958,318.15   sFT  0.99995906   -2 00 08.1
 GD1106;UTM  16      - 3,997,645.907   282,138.672   MT  1.00018486   -1 25 35.1
 GD1106
 GD1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1106!SPC TN       -   0.99998491  x   0.99995906  =   0.99994397
 GD1106!UTM  16      -   0.99998491  x   1.00018486  =   1.00016977
 GD1106
 GD1106                          SUPERSEDED SURVEY CONTROL
 GD1106
 GD1106  NAD 83(1995)-  36 05 56.56695(N)    089 25 12.22304(W) AD(       ) 2
 GD1106  NAD 83(1995)-  36 05 56.56690(N)    089 25 12.22298(W) AD(       ) 2
 GD1106  NAD 83(1986)-  36 05 56.57487(N)    089 25 12.22227(W) AD(       ) 2
 GD1106  NAD 27      -  36 05 56.31950(N)    089 25 11.95890(W) AD(       ) 2
 GD1106  NGVD 29 (??/??/??)  124.321  (m)          407.88   (f) ADJUSTED    1 1
 GD1106
 GD1106.Superseded values are not recommended for survey control.
 GD1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1106.See file dsdata.txt to determine how the superseded data were derived.
 GD1106
 GD1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8213997646(NAD 83)
 GD1106_MARKER: DD = SURVEY DISK
 GD1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1106_STAMPING: WPA 23/8/7
 GD1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1106+STABILITY: SURFACE MOTION
 GD1106
 GD1106  HISTORY     - Date     Condition        Report By
 GD1106  HISTORY     - 1959     MONUMENTED       TNDG
 GD1106  HISTORY     - 1967     GOOD             CGS
 GD1106  HISTORY     - 1974     GOOD             NGS
 GD1106  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD1106
 GD1106                          STATION DESCRIPTION
 GD1106
 GD1106'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1959 (GWM)
 GD1106'23/8/7 IS 28 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GD1106'78, 4 FEET WEST OF A FENCE CORNER AND 2 FEET NORTHEAST OF A
 GD1106'TELEPHONE POLE.  IT IS A TENNESSEE DIVISION OF GEOLOGY DISK SET IN
 GD1106'THE TOP OF A 4-INCH, SQUARE, CONCRETE POST THAT PROJECTS ABOUT 3
 GD1106'INCHES AND THE DISK IS STAMPED WPA 23/8/7.
 GD1106
 GD1106                          STATION RECOVERY (1967)
 GD1106
 GD1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1106'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 GD1106'DESCRIPTION OF THE MARK IS GIVEN IN THE BODY OF THE DESCRIPTION FOR
 GD1106'TRIANGULATION STATION NAUVOO 1959.  SEE DESCRIPTION THEREOF.
 GD1106'
 GD1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GD1106'NORTHWEST OF DYERSBURG.
 GD1106
 GD1106                          STATION RECOVERY (1974)
 GD1106
 GD1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1106'3.20 MI NW FROM DYERSBURG.
 GD1106'ABOUT 3.20 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1106'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, SET IN THE MIDDLE OF A
 GD1106'FIELD ENTRANCE AT A PAVED ROAD LEADING EAST, 28.4 FEET NORTHEAST OF
 GD1106'THE CENTER LINE OF THE HIGHWAY, 4.2 FEET WEST OF A FENCE CORNER, 1.3
 GD1106'FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET ABOVE HIGHWAY AND IN THE
 GD1106'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 GD1106
 GD1106                          STATION RECOVERY (2002)
 GD1106
 GD1106'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1106'NEW POLE AND PHONE RELAY BOX NOW IN SITE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0889 ***********************************************************************
 GD0889  DESIGNATION -  23 9 4
 GD0889  PID         -  GD0889
 GD0889  STATE/COUNTY-  TN/DYER
 GD0889  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0889
 GD0889                         *CURRENT SURVEY CONTROL
 GD0889  ___________________________________________________________________
 GD0889* NAD 83(1986)-  36 04 44.     (N)    089 38 32.     (W)     SCALED    
 GD0889* NAVD 88     -        82.291  (meters)     269.98   (feet)  ADJUSTED  
 GD0889  ___________________________________________________________________
 GD0889  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0889  DYNAMIC HT  -          82.223 (meters)     269.76  (feet)  COMP
 GD0889  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 GD0889
 GD0889  VERT ORDER  -  FIRST     CLASS II
 GD0889
 GD0889.The horizontal coordinates were scaled from a topographic map and have
 GD0889.an estimated accuracy of +/- 6 seconds.
 GD0889
 GD0889.The orthometric height was determined by differential leveling
 GD0889.and adjusted by the National Geodetic Survey in June 1991..
 GD0889
 GD0889.The geoid height was determined by GEOID03.
 GD0889
 GD0889.The dynamic height is computed by dividing the NAVD 88
 GD0889.geopotential number by the normal gravity value computed on the
 GD0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0889.degrees latitude (g = 980.6199 gals.).
 GD0889
 GD0889.The modeled gravity was interpolated from observed gravity values.
 GD0889
 GD0889;                    North         East    Units  Estimated Accuracy
 GD0889;SPC TN       -   199,770.      272,020.      MT  (+/- 180 meters Scaled)
 GD0889
 GD0889                          SUPERSEDED SURVEY CONTROL
 GD0889
 GD0889  NGVD 29 (??/??/??)   82.227  (m)          269.77   (f) ADJUSTED    1 2
 GD0889
 GD0889.Superseded values are not recommended for survey control.
 GD0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0889.See file dsdata.txt to determine how the superseded data were derived.
 GD0889
 GD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE620959(NAD 83)
 GD0889_MARKER: DD = SURVEY DISK
 GD0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0889_STAMPING: 23-9-4
 GD0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0889+STABILITY: SURFACE MOTION
 GD0889
 GD0889  HISTORY     - Date     Condition        Report By
 GD0889  HISTORY     - UNK      MONUMENTED       TNDG
 GD0889  HISTORY     - 1957     GOOD             CGS
 GD0889  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0889
 GD0889                          STATION DESCRIPTION
 GD0889
 GD0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0889'3.4 MI NE FROM HELOISE.
 GD0889'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0889'LANDING AT HELOISE, THENCE ABOUT 1.35 MILES NORTH ALONG A GRAVEL
 GD0889'ROAD, AT BOOTHSPOINT POST OFFICE, 107 FEET EAST-SOUTHEAST OF
 GD0889'CENTER LINE OF ROAD, ABOUT 150 FEET NORTHWEST OF NORTHWEST
 GD0889'CORNER OF POST OFFICE, 38 FEET NORTHEAST OF CENTER LINE OF THE
 GD0889'NORTHEAST ONE OF TWO ROADS WHICH CROSS OLD LEVEE AND LEAD TO
 GD0889'POST OFFICE, 22 FEET EAST-SOUTHEAST OF CENTER OF LEVEE, 3 FEET
 GD0889'WEST OF A FENCE LINE, 24 FEET NORTH OF A FENCE CORNER, ABOUT 5
 GD0889'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 GD0889'PROJECTING 4 INCHES.
 GD0889
 GD0889                          STATION RECOVERY (2002)
 GD0889
 GD0889'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0889'SUSPECTED DESTROYED OF COVERED WITH 5-6 FT OF DIRT DUE TO CONSTRUCTION
 GD0889'WORK DONE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0637 ***********************************************************************
 GA0637  DESIGNATION -  23 M 42
 GA0637  PID         -  GA0637
 GA0637  STATE/COUNTY-  TN/WASHINGTON
 GA0637  USGS QUAD   -  BOONE DAM (1968)
 GA0637
 GA0637                         *CURRENT SURVEY CONTROL
 GA0637  ___________________________________________________________________
 GA0637* NAD 83(1986)-  36 25 11.     (N)    082 28 21.     (W)     SCALED    
 GA0637* NAVD 88     -       464.623  (meters)    1524.35   (feet)  ADJUSTED  
 GA0637  ___________________________________________________________________
 GA0637  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0637  DYNAMIC HT  -         464.187 (meters)    1522.92  (feet)  COMP
 GA0637  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 GA0637
 GA0637  VERT ORDER  -  SECOND    CLASS 0
 GA0637
 GA0637.The horizontal coordinates were scaled from a topographic map and have
 GA0637.an estimated accuracy of +/- 6 seconds.
 GA0637
 GA0637.The orthometric height was determined by differential leveling
 GA0637.and adjusted by the National Geodetic Survey in June 1991..
 GA0637
 GA0637.The geoid height was determined by GEOID03.
 GA0637
 GA0637.The dynamic height is computed by dividing the NAVD 88
 GA0637.geopotential number by the normal gravity value computed on the
 GA0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0637.degrees latitude (g = 980.6199 gals.).
 GA0637
 GA0637.The modeled gravity was interpolated from observed gravity values.
 GA0637
 GA0637;                    North         East    Units  Estimated Accuracy
 GA0637;SPC TN       -   237,190.      916,290.      MT  (+/- 180 meters Scaled)
 GA0637
 GA0637                          SUPERSEDED SURVEY CONTROL
 GA0637
 GA0637  NGVD 29 (??/??/92)  464.765  (m)         1524.82   (f) ADJ UNCH    2 0
 GA0637
 GA0637.Superseded values are not recommended for survey control.
 GA0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0637.See file dsdata.txt to determine how the superseded data were derived.
 GA0637
 GA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA679315(NAD 83)
 GA0637_MARKER: DD = SURVEY DISK
 GA0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0637_SP_SET: HEADWALL
 GA0637_STAMPING: 23 M 42
 GA0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0637
 GA0637  HISTORY     - Date     Condition        Report By
 GA0637  HISTORY     - UNK      MONUMENTED       USGS
 GA0637  HISTORY     - 1934     GOOD             NGS
 GA0637  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0637
 GA0637                          STATION DESCRIPTION
 GA0637
 GA0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0637'12.5 MI NW FROM JOHNSON CITY.
 GA0637'12.5 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0637'CITY, WASHINGTON COUNTY, 3-1/2 RAILS EAST OF THE STATION AT
 GA0637'GRAY, AT A HIGHWAY UNDERPASS, AND 3 FEET WEST OF THE EAST END OF
 GA0637'THE SOUTH CONCRETE HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY
 GA0637'STANDARD DISK, STAMPED 23 M 42.
 GA0637
 GA0637                          STATION RECOVERY (2001)
 GA0637
 GA0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0637'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1555 ***********************************************************************
 FD1555  DESIGNATION -  23 WM RESET
 FD1555  PID         -  FD1555
 FD1555  STATE/COUNTY-  TN/LAWRENCE
 FD1555  USGS QUAD   -  BONNERTOWN (1988)
 FD1555
 FD1555                         *CURRENT SURVEY CONTROL
 FD1555  ___________________________________________________________________
 FD1555* NAD 83(1995)-  35 00 21.49955(N)    087 17 56.33893(W)     ADJUSTED  
 FD1555* NAVD 88     -       258.4    (meters)     848.     (feet)  VERTCON   
 FD1555  ___________________________________________________________________
 FD1555  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 FD1555  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FD1555
 FD1555  HORZ ORDER  -  SECOND
 FD1555
 FD1555.The horizontal coordinates were established by classical geodetic methods
 FD1555.and adjusted by the National Geodetic Survey in April 1999..
 FD1555
 FD1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1555
 FD1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1555
 FD1555.The geoid height was determined by GEOID03.
 FD1555
 FD1555;                    North         East     Units Scale Factor Converg.
 FD1555;SPC TN       -    75,417.641   481,424.146   MT  1.00005202   -0 45 37.7
 FD1555;SPC TN       -   247,432.71  1,579,472.39   sFT  1.00005202   -0 45 37.7
 FD1555;UTM  16      - 3,873,746.180   472,719.243   MT  0.99960917   -0 10 17.5
 FD1555
 FD1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1555!SPC TN       -   0.99996375  x   1.00005202  =   1.00001576
 FD1555!UTM  16      -   0.99996375  x   0.99960917  =   0.99957293
 FD1555
 FD1555                          SUPERSEDED SURVEY CONTROL
 FD1555
 FD1555  NAD 83(1995)-  35 00 21.49946(N)    087 17 56.33894(W) AD(       ) 2
 FD1555  NAD 83(1995)-  35 00 21.50859(N)    087 17 56.34362(W) AD(       ) 2
 FD1555  NAD 83(1986)-  35 00 21.51021(N)    087 17 56.34217(W) AD(       ) 2
 FD1555  NAD 27      -  35 00 21.21055(N)    087 17 56.27725(W) AD(       ) 2
 FD1555  NGVD 29 (07/19/86)  258.3    (m)          847.     (f) VERT ANG       
 FD1555
 FD1555.Superseded values are not recommended for survey control.
 FD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1555.See file dsdata.txt to determine how the superseded data were derived.
 FD1555
 FD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7271973746(NAD 83)
 FD1555_MARKER: DS = TRIANGULATION STATION DISK
 FD1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1555_STAMPING: 23 WM USGS 1935 1979
 FD1555_MARK LOGO: NGS   
 FD1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1555+STABILITY: SURFACE MOTION
 FD1555
 FD1555  HISTORY     - Date     Condition        Report By
 FD1555  HISTORY     - 1979     MONUMENTED       USGS
 FD1555
 FD1555                          STATION DESCRIPTION
 FD1555
 FD1555'DESCRIBED BY US GEOLOGICAL SURVEY 1979 (JRS)
 FD1555'THE STATION IS LOCATED AT THE WEST EDGE OF THE PARKING LOT OF THE
 FD1555'UNITED METHODIST CHURCH IN BONNERTOWN.
 FD1555'
 FD1555'TO REACH THE STATION FROM THE ALABAMA-TENNESSEE STATE LINE, GO
 FD1555'NORTH ON STATE HIGHWAY 98 FOR 0.4 MILE TO A CROSSROAD IN THE SMALL
 FD1555'COMMUNITY OF BONNERTOWN, AND THE STATION IN THE NORTHWEST ANGLE
 FD1555'OF THE INTERSECTION.
 FD1555'
 FD1555'THE STATION IS A STANDARD NGS DISK
 FD1555'STAMPED---23 WM USGS 1935 1979---,
 FD1555'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1555'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1555'56 FEET SOUTH FROM THE SOUTH SIDE OF THE CHURCH,
 FD1555'28 FEET NORTH FROM THE CENTER OF A PAVED ROAD,
 FD1555'6 FEET NORTH-NORTHEAST FROM A POWERLINE POLE, AND
 FD1555'1.4 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN
 FD1555'ATTACHED.
 FD1555'
 FD1555'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FD1555'THE MONUMENT WAS RECOVERED LEANING SLIGHTLY TO THE WEST AND THE
 FD1555'DISK HAD BEEN REMOVED.  A NEW DISK WAS CEMENTED IN THE CENTER
 FD1555'OF THE DRILL HOLE WHERE THE OLD DISK HAD BEEN REMOVED.  NO
 FD1555'REFERENCE MARKS OR AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0315 ***********************************************************************
 FF0315  DESIGNATION -  232
 FF0315  PID         -  FF0315
 FF0315  STATE/COUNTY-  TN/SHELBY
 FF0315  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0315
 FF0315                         *CURRENT SURVEY CONTROL
 FF0315  ___________________________________________________________________
 FF0315* NAD 83(1986)-  35 13 55.     (N)    090 02 28.     (W)     SCALED    
 FF0315* NAVD 88     -        70.468  (meters)     231.19   (feet)  ADJUSTED  
 FF0315  ___________________________________________________________________
 FF0315  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0315  DYNAMIC HT  -          70.405 (meters)     230.99  (feet)  COMP
 FF0315  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FF0315
 FF0315  VERT ORDER  -  FIRST     CLASS II
 FF0315
 FF0315.The horizontal coordinates were scaled from a topographic map and have
 FF0315.an estimated accuracy of +/- 6 seconds.
 FF0315
 FF0315.The orthometric height was determined by differential leveling
 FF0315.and adjusted by the National Geodetic Survey in June 1991..
 FF0315
 FF0315.The geoid height was determined by GEOID03.
 FF0315
 FF0315.The dynamic height is computed by dividing the NAVD 88
 FF0315.geopotential number by the normal gravity value computed on the
 FF0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0315.degrees latitude (g = 980.6199 gals.).
 FF0315
 FF0315.The modeled gravity was interpolated from observed gravity values.
 FF0315
 FF0315;                    North         East    Units  Estimated Accuracy
 FF0315;SPC TN       -   107,300.      232,240.      MT  (+/- 180 meters Scaled)
 FF0315
 FF0315                          SUPERSEDED SURVEY CONTROL
 FF0315
 FF0315  NGVD 29 (??/??/??)   70.430  (m)          231.07   (f) ADJUSTED    1 2
 FF0315
 FF0315.Superseded values are not recommended for survey control.
 FF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0315.See file dsdata.txt to determine how the superseded data were derived.
 FF0315
 FF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV692027(NAD 83)
 FF0315_MARKER: DD = SURVEY DISK
 FF0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0315_SP_SET: PIER
 FF0315_STAMPING: 232
 FF0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0315
 FF0315  HISTORY     - Date     Condition        Report By
 FF0315  HISTORY     - UNK      MONUMENTED       USGS
 FF0315  HISTORY     - 1957     GOOD             CGS
 FF0315  HISTORY     - 19970909 MARK NOT FOUND   TN1620
 FF0315
 FF0315                          STATION DESCRIPTION
 FF0315
 FF0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0315'2.5 MI NW FROM FRAYSER.
 FF0315'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0315'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0315'ALONG MARSH ROAD, THENCE 1.5 MILES WEST ALONG BENJESTOWN ROAD,
 FF0315'ON TOP OF THE SOUTH END OF THE FIRST CONCRETE PIER WEST OF THE
 FF0315'EAST ABUTMENT OF THE BENJESTOWN ROAD BRIDGE OVER THE LOOSAHATCHIE
 FF0315'RIVER, 10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH
 FF0315'OF THE SOUTH END OF THE PIER AND 1 1/2 FOOT BELOW THE BRIDGE
 FF0315'FLOOR.
 FF0315
 FF0315                          STATION RECOVERY (1997)
 FF0315
 FF0315'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0549 ***********************************************************************
 GA0549  DESIGNATION -  2343
 GA0549  PID         -  GA0549
 GA0549  STATE/COUNTY-  TN/WASHINGTON
 GA0549  USGS QUAD   -  BOONE DAM (1968)
 GA0549
 GA0549                         *CURRENT SURVEY CONTROL
 GA0549  ___________________________________________________________________
 GA0549* NAD 83(1986)-  36 22 47.     (N)    082 26 18.     (W)     SCALED    
 GA0549* NAVD 88     -       492.13   (+/-2cm)    1614.6    (feet)  VERTCON   
 GA0549  ___________________________________________________________________
 GA0549  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0549
 GA0549  VERT ORDER  -  ? (See Below)
 GA0549
 GA0549.The horizontal coordinates were scaled from a topographic map and have
 GA0549.an estimated accuracy of +/- 6 seconds.
 GA0549
 GA0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0549.The vertical order pertains to the NGVD 29 superseded value.
 GA0549
 GA0549.The geoid height was determined by GEOID03.
 GA0549
 GA0549;                    North         East    Units  Estimated Accuracy
 GA0549;SPC TN       -   232,860.      919,510.      MT  (+/- 180 meters Scaled)
 GA0549
 GA0549                          SUPERSEDED SURVEY CONTROL
 GA0549
 GA0549  NGVD 29 (??/??/92)  492.269  (m)         1615.05   (f) ADJ UNCH    ?  
 GA0549
 GA0549.Superseded values are not recommended for survey control.
 GA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0549.See file dsdata.txt to determine how the superseded data were derived.
 GA0549
 GA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA709270(NAD 83)
 GA0549_MARKER: DD = SURVEY DISK
 GA0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0549_SP_SET: HEADWALL
 GA0549_STAMPING: 2343
 GA0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0549
 GA0549  HISTORY     - Date     Condition        Report By
 GA0549  HISTORY     - UNK      MONUMENTED       USGS
 GA0549  HISTORY     - 1935     GOOD             NGS
 GA0549
 GA0549                          STATION DESCRIPTION
 GA0549
 GA0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0549'AT BOONE.
 GA0549'AT BOONE, WASHINGTON COUNTY, 0.3 MILE NORTH ALONG THE CLINCHFIELD,
 GA0549'CAROLINA AND OHIO RAILWAY FROM THE STATION, 12 FEET SOUTHWEST OF
 GA0549'THE SOUTHWEST RAIL, IN THE TOP OF THE CONCRETE HEADWALL AT THE
 GA0549'SOUTHEAST END OF AN UNDERPASS, AND 2 FEET HIGHER THAN THE TRACK.
 GA0549'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2343.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0566 ***********************************************************************
 GA0566  DESIGNATION -  2345
 GA0566  PID         -  GA0566
 GA0566  STATE/COUNTY-  TN/WASHINGTON
 GA0566  USGS QUAD   -  JONESBOROUGH (1968)
 GA0566
 GA0566                         *CURRENT SURVEY CONTROL
 GA0566  ___________________________________________________________________
 GA0566* NAD 83(1986)-  36 18 18.     (N)    082 23 35.     (W)     SCALED    
 GA0566* NAVD 88     -       522.737  (meters)    1715.01   (feet)  ADJUSTED  
 GA0566  ___________________________________________________________________
 GA0566  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0566  DYNAMIC HT  -         522.242 (meters)    1713.39  (feet)  COMP
 GA0566  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 GA0566
 GA0566  VERT ORDER  -  SECOND    CLASS 0
 GA0566
 GA0566.The horizontal coordinates were scaled from a topographic map and have
 GA0566.an estimated accuracy of +/- 6 seconds.
 GA0566
 GA0566.The orthometric height was determined by differential leveling
 GA0566.and adjusted by the National Geodetic Survey in June 1991..
 GA0566
 GA0566.The geoid height was determined by GEOID03.
 GA0566
 GA0566.The dynamic height is computed by dividing the NAVD 88
 GA0566.geopotential number by the normal gravity value computed on the
 GA0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0566.degrees latitude (g = 980.6199 gals.).
 GA0566
 GA0566.The modeled gravity was interpolated from observed gravity values.
 GA0566
 GA0566;                    North         East    Units  Estimated Accuracy
 GA0566;SPC TN       -   224,730.      923,880.      MT  (+/- 180 meters Scaled)
 GA0566
 GA0566                          SUPERSEDED SURVEY CONTROL
 GA0566
 GA0566  NGVD 29 (??/??/92)  522.877  (m)         1715.47   (f) ADJ UNCH    2 0
 GA0566
 GA0566.Superseded values are not recommended for survey control.
 GA0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0566.See file dsdata.txt to determine how the superseded data were derived.
 GA0566
 GA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA749186(NAD 83)
 GA0566_MARKER: DD = SURVEY DISK
 GA0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0566_SP_SET: HEADWALL
 GA0566_STAMPING: 2345
 GA0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0566
 GA0566  HISTORY     - Date     Condition        Report By
 GA0566  HISTORY     - UNK      MONUMENTED       USGS
 GA0566  HISTORY     - 1934     GOOD             NGS
 GA0566  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0566
 GA0566                          STATION DESCRIPTION
 GA0566
 GA0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0566'3 MI W FROM JOHNSON CITY.
 GA0566'3.0 MILES WEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON CITY,
 GA0566'WASHINGTON COUNTY, AT THE SOUTHERN RAILWAY UNDERPASS, 2 FEET SOUTH
 GA0566'OF THE NORTH END OF THE WEST CONCRETE HEADWALL, AND 6 FEET NORTH
 GA0566'OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 GA0566'SURVEY STANDARD DISK, STAMPED 2345.
 GA0566
 GA0566                          STATION RECOVERY (2001)
 GA0566
 GA0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0566'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0170 ***********************************************************************
 GC0170  DESIGNATION -  2351
 GC0170  PID         -  GC0170
 GC0170  STATE/COUNTY-  TN/WILSON
 GC0170  USGS QUAD   -  WATERTOWN (1994)
 GC0170
 GC0170                         *CURRENT SURVEY CONTROL
 GC0170  ___________________________________________________________________
 GC0170* NAD 83(1986)-  36 05 53.     (N)    086 08 01.     (W)     SCALED    
 GC0170* NAVD 88     -       200.335  (meters)     657.27   (feet)  ADJUSTED  
 GC0170  ___________________________________________________________________
 GC0170  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0170  DYNAMIC HT  -         200.163 (meters)     656.70  (feet)  COMP
 GC0170  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 GC0170
 GC0170  VERT ORDER  -  SECOND    CLASS 0
 GC0170
 GC0170.The horizontal coordinates were scaled from a topographic map and have
 GC0170.an estimated accuracy of +/- 6 seconds.
 GC0170
 GC0170.The orthometric height was determined by differential leveling
 GC0170.and adjusted by the National Geodetic Survey in June 1991..
 GC0170
 GC0170.The geoid height was determined by GEOID03.
 GC0170
 GC0170.The dynamic height is computed by dividing the NAVD 88
 GC0170.geopotential number by the normal gravity value computed on the
 GC0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0170.degrees latitude (g = 980.6199 gals.).
 GC0170
 GC0170.The modeled gravity was interpolated from observed gravity values.
 GC0170
 GC0170;                    North         East    Units  Estimated Accuracy
 GC0170;SPC TN       -   195,800.      587,970.      MT  (+/- 180 meters Scaled)
 GC0170
 GC0170                          SUPERSEDED SURVEY CONTROL
 GC0170
 GC0170  NGVD 29 (??/??/92)  200.390  (m)          657.45   (f) ADJ UNCH    2 0
 GC0170
 GC0170.Superseded values are not recommended for survey control.
 GC0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0170.See file dsdata.txt to determine how the superseded data were derived.
 GC0170
 GC0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE779951(NAD 83)
 GC0170_MARKER: DB = BENCH MARK DISK
 GC0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0170_STAMPING: 2351
 GC0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0170+STABILITY: SURFACE MOTION
 GC0170
 GC0170  HISTORY     - Date     Condition        Report By
 GC0170  HISTORY     - UNK      MONUMENTED       TNGS
 GC0170  HISTORY     - 1958     MARK NOT FOUND   NGS
 GC0170
 GC0170                          STATION DESCRIPTION
 GC0170
 GC0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC0170'AT WATERTOWN.
 GC0170'AT WATERTOWN, WILSON COUNTY, 37 YARDS WEST OF THE WEST END OF THE
 GC0170'TENNESSEE CENTRAL RAILWAY STATION, 44 FEET SOUTHEAST OF THE
 GC0170'SOUTHEAST CORNER OF THE A.J. SMITH LUMBER WAREHOUSE, 7 FEET
 GC0170'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND LEVEL WITH THE
 GC0170'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 2351 AND SET IN
 GC0170'THE TOP OF A CONCRETE POST.  NOTE-- THE AREA IS NOW A DRIVEWAY.
 GC0170'THE MUDDY CONDITION OF THE AREA INDICATES THAT THE POST MAY HAVE
 GC0170'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0239 ***********************************************************************
 GC0239  DESIGNATION -  2356
 GC0239  PID         -  GC0239
 GC0239  STATE/COUNTY-  TN/WILSON
 GC0239  USGS QUAD   -  ALEXANDRIA (1983)
 GC0239
 GC0239                         *CURRENT SURVEY CONTROL
 GC0239  ___________________________________________________________________
 GC0239* NAD 83(1986)-  36 05 31.     (N)    086 04 18.     (W)     SCALED    
 GC0239* NAVD 88     -       220.546  (meters)     723.57   (feet)  ADJUSTED  
 GC0239  ___________________________________________________________________
 GC0239  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0239  DYNAMIC HT  -         220.355 (meters)     722.95  (feet)  COMP
 GC0239  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 GC0239
 GC0239  VERT ORDER  -  SECOND    CLASS 0
 GC0239
 GC0239.The horizontal coordinates were scaled from a topographic map and have
 GC0239.an estimated accuracy of +/- 6 seconds.
 GC0239
 GC0239.The orthometric height was determined by differential leveling
 GC0239.and adjusted by the National Geodetic Survey in June 1991..
 GC0239
 GC0239.The geoid height was determined by GEOID03.
 GC0239
 GC0239.The dynamic height is computed by dividing the NAVD 88
 GC0239.geopotential number by the normal gravity value computed on the
 GC0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0239.degrees latitude (g = 980.6199 gals.).
 GC0239
 GC0239.The modeled gravity was interpolated from observed gravity values.
 GC0239
 GC0239;                    North         East    Units  Estimated Accuracy
 GC0239;SPC TN       -   195,120.      593,550.      MT  (+/- 180 meters Scaled)
 GC0239
 GC0239                          SUPERSEDED SURVEY CONTROL
 GC0239
 GC0239  NGVD 29 (??/??/92)  220.598  (m)          723.75   (f) ADJ UNCH    2 0
 GC0239
 GC0239.Superseded values are not recommended for survey control.
 GC0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0239.See file dsdata.txt to determine how the superseded data were derived.
 GC0239
 GC0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE835945(NAD 83)
 GC0239_MARKER: DD = SURVEY DISK
 GC0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0239_STAMPING: 2356 1934
 GC0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0239+STABILITY: SURFACE MOTION
 GC0239
 GC0239  HISTORY     - Date     Condition        Report By
 GC0239  HISTORY     - 1934     MONUMENTED       TNGS
 GC0239  HISTORY     - 1935     GOOD             NGS
 GC0239
 GC0239                          STATION DESCRIPTION
 GC0239
 GC0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0239'3.7 MI E FROM WATERTOWN.
 GC0239'3.7 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 GC0239'WATERTOWN, WILSON COUNTY, 0.3 MILE EAST OF THE JONES GENERAL
 GC0239'STORE AND SERVICE STATION IN 1935, 75 YARDS NORTHWEST OF A
 GC0239'DRIVEWAY LEADING TO THE HOME OF M.L. GRIZZLE IN 1935, 18 FEET
 GC0239'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A ROCK
 GC0239'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STATE SURVEY
 GC0239'STANDARD DISK, STAMPED 2356 1934 AND SET IN THE TOP OF A CONCRETE
 GC0239'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0233 ***********************************************************************
 GC0233  DESIGNATION -  2365
 GC0233  PID         -  GC0233
 GC0233  STATE/COUNTY-  TN/DE KALB
 GC0233  USGS QUAD   -  ALEXANDRIA (1983)
 GC0233
 GC0233                         *CURRENT SURVEY CONTROL
 GC0233  ___________________________________________________________________
 GC0233* NAD 83(1986)-  36 02 44.     (N)    086 00 57.     (W)     SCALED    
 GC0233* NAVD 88     -       234.921  (meters)     770.74   (feet)  ADJUSTED  
 GC0233  ___________________________________________________________________
 GC0233  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0233  DYNAMIC HT  -         234.716 (meters)     770.06  (feet)  COMP
 GC0233  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 GC0233
 GC0233  VERT ORDER  -  SECOND    CLASS 0
 GC0233
 GC0233.The horizontal coordinates were scaled from a topographic map and have
 GC0233.an estimated accuracy of +/- 6 seconds.
 GC0233
 GC0233.The orthometric height was determined by differential leveling
 GC0233.and adjusted by the National Geodetic Survey in June 1991..
 GC0233
 GC0233.The geoid height was determined by GEOID03.
 GC0233
 GC0233.The dynamic height is computed by dividing the NAVD 88
 GC0233.geopotential number by the normal gravity value computed on the
 GC0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0233.degrees latitude (g = 980.6199 gals.).
 GC0233
 GC0233.The modeled gravity was interpolated from observed gravity values.
 GC0233
 GC0233;                    North         East    Units  Estimated Accuracy
 GC0233;SPC TN       -   189,970.      598,570.      MT  (+/- 180 meters Scaled)
 GC0233
 GC0233                          SUPERSEDED SURVEY CONTROL
 GC0233
 GC0233  NGVD 29 (??/??/92)  234.969  (m)          770.89   (f) ADJ UNCH    2 0
 GC0233
 GC0233.Superseded values are not recommended for survey control.
 GC0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0233.See file dsdata.txt to determine how the superseded data were derived.
 GC0233
 GC0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE886894(NAD 83)
 GC0233_MARKER: DD = SURVEY DISK
 GC0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0233_STAMPING: 2365 1934
 GC0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0233+STABILITY: SURFACE MOTION
 GC0233
 GC0233  HISTORY     - Date     Condition        Report By
 GC0233  HISTORY     - 1934     MONUMENTED       TNGS
 GC0233  HISTORY     - 1935     GOOD             NGS
 GC0233
 GC0233                          STATION DESCRIPTION
 GC0233
 GC0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0233'2.4 MI E FROM ALEXANDRIA.
 GC0233'2.4 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 GC0233'ALEXANDRIA, DE KALB COUNTY, AT THE SUMMIT OF A RISE IN THE
 GC0233'HIGHWAY, AT THE JUNCTION OF A DRIVEWAY LEADING INTO THE HOME OF
 GC0233'FRED YANATTI IN 1935, 37 FEET SOUTH OF THE CENTERLINE OF THE
 GC0233'DRIVEWAY, 17 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN A
 GC0233'FENCE LINE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STATE
 GC0233'SURVEY STANDARD DISK, STAMPED 2365 1934 AND SET IN THE TOP OF A
 GC0233'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2662 ***********************************************************************
 GB2662  DESIGNATION -  2371
 GB2662  PID         -  GB2662
 GB2662  STATE/COUNTY-  TN/DE KALB
 GB2662  USGS QUAD   -  LIBERTY (1982)
 GB2662
 GB2662                         *CURRENT SURVEY CONTROL
 GB2662  ___________________________________________________________________
 GB2662* NAD 83(1986)-  36 00 14.     (N)    085 58 25.     (W)     SCALED    
 GB2662* NAVD 88     -       187.80   (+/-2cm)     616.1    (feet)  VERTCON   
 GB2662  ___________________________________________________________________
 GB2662  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB2662
 GB2662  VERT ORDER  -  THIRD (See Below)
 GB2662
 GB2662.The horizontal coordinates were scaled from a topographic map and have
 GB2662.an estimated accuracy of +/- 6 seconds.
 GB2662
 GB2662.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2662.The vertical order pertains to the NGVD 29 superseded value.
 GB2662
 GB2662.The geoid height was determined by GEOID03.
 GB2662
 GB2662;                    North         East    Units  Estimated Accuracy
 GB2662;SPC TN       -   185,350.      602,380.      MT  (+/- 180 meters Scaled)
 GB2662
 GB2662                          SUPERSEDED SURVEY CONTROL
 GB2662
 GB2662  NGVD 29 (??/??/??)  187.85   (m)          616.3    (f) N HEIGHT    3  
 GB2662
 GB2662.Superseded values are not recommended for survey control.
 GB2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2662.See file dsdata.txt to determine how the superseded data were derived.
 GB2662
 GB2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE925848(NAD 83)
 GB2662_MARKER: DB = BENCH MARK DISK
 GB2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2662_SP_SET: SQUARE CONCRETE MONUMENT
 GB2662_STAMPING: 2371
 GB2662_MARK LOGO: TNGS  
 GB2662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GB2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2662+STABILITY: SURFACE MOTION
 GB2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2662+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 GB2662
 GB2662  HISTORY     - Date     Condition        Report By
 GB2662  HISTORY     - UNK      MONUMENTED       TNGS
 GB2662  HISTORY     - 19870520 GOOD             TNDT
 GB2662  HISTORY     - 20060907 GOOD             INDIV
 GB2662
 GB2662                          STATION DESCRIPTION
 GB2662
 GB2662'DESCRIBED BY TN DEPT OF TRANSP 1987
 GB2662'THE MARK IS LOCATED 6.8 MILES SOUTHEAST OF ALEXANDRIA IN LIBERTY AT
 GB2662'THE SALEM BAPTIST CHURCH.  THE MARK IS 263 FEET NE OF THE NE CORNER
 GB2662'OF SALEM BAPTIST CHURCH, 28 FEET SW OF THE CENTERLINE OF ROAD AT
 GB2662'DRIVE TO CEMETERY , 6 FEET SE OF POWER POLE NO. 2A1-14, 12 FEET WEST
 GB2662'OF GATE AT WEST ENTRANCE TO CEMETERY, 2 FEET SOUTH OF STONE WALL
 GB2662'AROUND CEMETEERY.  TENNESSEE GEODETIC SURVEY STANDARD DICK STAMPED
 GB2662'2371, PAINTED BM 616.3.  2371 IS SHOWN ON THE QUAD MAP LIBERTY, TENN.
 GB2662'AS BM 616.
 GB2662
 GB2662                          STATION RECOVERY (2006)
 GB2662
 GB2662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB2662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2569 ***********************************************************************
 AJ2569  DESIGNATION -  24
 AJ2569  PID         -  AJ2569
 AJ2569  STATE/COUNTY-  TN/SHELBY
 AJ2569  USGS QUAD   -  BRUNSWICK (1993)
 AJ2569
 AJ2569                         *CURRENT SURVEY CONTROL
 AJ2569  ___________________________________________________________________
 AJ2569* NAD 83(1995)-  35 19 45.72810(N)    089 49 50.62479(W)     ADJUSTED  
 AJ2569* NAVD 88     -        86.2    (meters)     283.     (feet)  GPS OBS   
 AJ2569  ___________________________________________________________________
 AJ2569  X           -      15,390.375 (meters)                     COMP
 AJ2569  Y           -  -5,209,406.993 (meters)                     COMP
 AJ2569  Z           -   3,667,773.518 (meters)                     COMP
 AJ2569  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AJ2569  ELLIP HEIGHT-          58.93  (meters)          (04/26/01) GPS OBS
 AJ2569  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2569
 AJ2569  HORZ ORDER  -  FIRST
 AJ2569  ELLP ORDER  -  FOURTH    CLASS I
 AJ2569
 AJ2569.The horizontal coordinates were established by GPS observations
 AJ2569.and adjusted by the National Geodetic Survey in April 2001..
 AJ2569
 AJ2569.The orthometric height was determined by GPS observations and a
 AJ2569.high-resolution geoid model.
 AJ2569
 AJ2569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2569
 AJ2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2569
 AJ2569.The ellipsoidal height was determined by GPS observations
 AJ2569.and is referenced to NAD 83.
 AJ2569
 AJ2569.The geoid height was determined by GEOID03.
 AJ2569
 AJ2569;                    North         East     Units Scale Factor Converg.
 AJ2569;SPC TN       -   117,325.595   251,800.284   MT  0.99998694   -2 14 33.6
 AJ2569;SPC TN       -   384,925.72    826,114.77   sFT  0.99998694   -2 14 33.6
 AJ2569;UTM  16      - 3,913,247.176   242,695.665   MT  1.00041598   -1 38 16.2
 AJ2569
 AJ2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2569!SPC TN       -   0.99999075  x   0.99998694  =   0.99997769
 AJ2569!UTM  16      -   0.99999075  x   1.00041598  =   1.00040673
 AJ2569
 AJ2569                          SUPERSEDED SURVEY CONTROL
 AJ2569
 AJ2569.No superseded survey control is available for this station.
 AJ2569
 AJ2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4269613247(NAD 83)
 AJ2569_MARKER: DD = SURVEY DISK
 AJ2569_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2569+WITH SETTING: INFORMATION.
 AJ2569_STAMPING: 024
 AJ2569_MARK LOGO: MLGW  
 AJ2569_PROJECTION: FLUSH
 AJ2569_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2569+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2569_ROD/PIPE-DEPTH:  0.8 meters
 AJ2569
 AJ2569  HISTORY     - Date     Condition        Report By
 AJ2569  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2569
 AJ2569                          STATION DESCRIPTION
 AJ2569
 AJ2569'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2569'THE STATION IS LOCATED IN NORTH CENTRAL SHEBLY COUNTY APPROXIMATELY
 AJ2569'0.50 MILES (0.80 KM) EAST OF MILLINGTON TENNESSEE.
 AJ2569'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2569'NAVY ROAD, PROCEED EAST ON NAVY ROAD APPROXIMATELY 4.50 MILES (7.24
 AJ2569'KM) TO SLEDGE ROAD.  TURN RIGHT AND CONTINUE SOUTH ON SLEDGE ROAD
 AJ2569'APPROXIMATELY 0.50 MILE (0.80 KM) TO NORTH KNOLL DRIVE.  THE STATION
 AJ2569'IS ON THE RIGHT.
 AJ2569'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2569'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2569'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 130.00 FEET (39.62 M)
 AJ2569'SOUTH OF THE CENTERLINE OF NORTH KNOLL DRIVE, 18.20 FEET (5.55 M)
 AJ2569'NORTH OF A WOOD POWER POLE NO.  212124, 2.80 FEET (0.85 M) WEST OF THE
 AJ2569'WEST CURBLINE OF SLEDGE ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2569'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2245 ***********************************************************************
 GC2245  DESIGNATION -  2403
 GC2245  PID         -  GC2245
 GC2245  STATE/COUNTY-  TN/DAVIDSON
 GC2245  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2245
 GC2245                         *CURRENT SURVEY CONTROL
 GC2245  ___________________________________________________________________
 GC2245* NAD 83(1995)-  36 10 30.54424(N)    086 40 08.24450(W)     ADJUSTED  
 GC2245* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 GC2245  ___________________________________________________________________
 GC2245  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GC2245  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2245
 GC2245  HORZ ORDER  -  SECOND
 GC2245
 GC2245.The horizontal coordinates were established by classical geodetic methods
 GC2245.and adjusted by the National Geodetic Survey in April 1999..
 GC2245
 GC2245.The orthometric height was scaled from a topographic map.
 GC2245
 GC2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2245
 GC2245.The geoid height was determined by GEOID03.
 GC2245
 GC2245;                    North         East     Units Scale Factor Converg.
 GC2245;SPC TN       -   204,555.195   539,820.554   MT  0.99996607   -0 23 29.9
 GC2245;SPC TN       -   671,111.50  1,771,061.27   sFT  0.99996607   -0 23 29.9
 GC2245;UTM  16      - 4,003,426.327   529,770.072   MT  0.99961092   +0 11 43.4
 GC2245
 GC2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2245!SPC TN       -   0.99996694  x   0.99996607  =   0.99993301
 GC2245!UTM  16      -   0.99996694  x   0.99961092  =   0.99957787
 GC2245
 GC2245                          SUPERSEDED SURVEY CONTROL
 GC2245
 GC2245  NAD 83(1995)-  36 10 30.54630(N)    086 40 08.24692(W) AD(       ) 2
 GC2245  NAD 83(1995)-  36 10 30.54888(N)    086 40 08.24636(W) AD(       ) 2
 GC2245  NAD 83(1986)-  36 10 30.55450(N)    086 40 08.24740(W) AD(       ) 2
 GC2245  NAD 27      -  36 10 30.35300(N)    086 40 08.25800(W) AD(       ) 2
 GC2245
 GC2245.Superseded values are not recommended for survey control.
 GC2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2245.See file dsdata.txt to determine how the superseded data were derived.
 GC2245
 GC2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2977003426(NAD 83)
 GC2245_MARKER: DD = SURVEY DISK
 GC2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2245_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2245_MARK LOGO: TNGS  
 GC2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2245+STABILITY: SURFACE MOTION
 GC2245
 GC2245  HISTORY     - Date     Condition        Report By
 GC2245  HISTORY     - 1953     MONUMENTED       CGS
 GC2245
 GC2245                          STATION DESCRIPTION
 GC2245
 GC2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2245'SEE STATION TODD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2311 ***********************************************************************
 GC2311  DESIGNATION -  2436
 GC2311  PID         -  GC2311
 GC2311  STATE/COUNTY-  TN/DAVIDSON
 GC2311  USGS QUAD   -  OAK HILL (1968)
 GC2311
 GC2311                         *CURRENT SURVEY CONTROL
 GC2311  ___________________________________________________________________
 GC2311* NAD 83(1995)-  36 02 15.20349(N)    086 46 49.75042(W)     ADJUSTED  
 GC2311* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 GC2311  ___________________________________________________________________
 GC2311  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GC2311  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC2311
 GC2311  HORZ ORDER  -  SECOND
 GC2311
 GC2311.The horizontal coordinates were established by classical geodetic methods
 GC2311.and adjusted by the National Geodetic Survey in April 1999..
 GC2311
 GC2311.The orthometric height was scaled from a topographic map.
 GC2311
 GC2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2311
 GC2311.The geoid height was determined by GEOID03.
 GC2311
 GC2311;                    North         East     Units Scale Factor Converg.
 GC2311;SPC TN       -   189,362.953   529,665.798   MT  0.99995469   -0 27 24.9
 GC2311;SPC TN       -   621,268.29  1,737,745.21   sFT  0.99995469   -0 27 24.9
 GC2311;UTM  16      - 3,988,136.320   519,774.885   MT  0.99960482   +0 07 44.9
 GC2311
 GC2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2311!SPC TN       -   0.99995841  x   0.99995469  =   0.99991311
 GC2311!UTM  16      -   0.99995841  x   0.99960482  =   0.99956325
 GC2311
 GC2311                          SUPERSEDED SURVEY CONTROL
 GC2311
 GC2311  NAD 83(1995)-  36 02 15.20608(N)    086 46 49.75207(W) AD(       ) 2
 GC2311  NAD 83(1995)-  36 02 15.20684(N)    086 46 49.75167(W) AD(       ) 2
 GC2311  NAD 83(1986)-  36 02 15.21396(N)    086 46 49.75326(W) AD(       ) 2
 GC2311  NAD 27      -  36 02 14.99500(N)    086 46 49.75380(W) AD(       ) 2
 GC2311
 GC2311.Superseded values are not recommended for survey control.
 GC2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2311.See file dsdata.txt to determine how the superseded data were derived.
 GC2311
 GC2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1977588136(NAD 83)
 GC2311_MARKER: DD = SURVEY DISK
 GC2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2311_MARK LOGO: TNGS  
 GC2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2311+STABILITY: SURFACE MOTION
 GC2311
 GC2311  HISTORY     - Date     Condition        Report By
 GC2311  HISTORY     - 1960     MONUMENTED       TNGS
 GC2311
 GC2311                          STATION DESCRIPTION
 GC2311
 GC2311'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1960
 GC2311'SEE STATION BRENTWOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1484 ***********************************************************************
 FC1484  DESIGNATION -  2464
 FC1484  PID         -  FC1484
 FC1484  STATE/COUNTY-  TN/WARREN
 FC1484  USGS QUAD   -  CENTERTOWN (1984)
 FC1484
 FC1484                         *CURRENT SURVEY CONTROL
 FC1484  ___________________________________________________________________
 FC1484* NAD 83(1986)-  35 42 21.     (N)    085 52 37.     (W)     SCALED    
 FC1484* NAVD 88     -       315.845  (meters)    1036.23   (feet)  ADJUSTED  
 FC1484  ___________________________________________________________________
 FC1484  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1484  DYNAMIC HT  -         315.551 (meters)    1035.27  (feet)  COMP
 FC1484  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FC1484
 FC1484  VERT ORDER  -  SECOND    CLASS 0
 FC1484
 FC1484.The horizontal coordinates were scaled from a topographic map and have
 FC1484.an estimated accuracy of +/- 6 seconds.
 FC1484
 FC1484.The orthometric height was determined by differential leveling
 FC1484.and adjusted by the National Geodetic Survey in June 1991..
 FC1484
 FC1484.The geoid height was determined by GEOID03.
 FC1484
 FC1484.The dynamic height is computed by dividing the NAVD 88
 FC1484.geopotential number by the normal gravity value computed on the
 FC1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1484.degrees latitude (g = 980.6199 gals.).
 FC1484
 FC1484.The modeled gravity was interpolated from observed gravity values.
 FC1484
 FC1484;                    North         East    Units  Estimated Accuracy
 FC1484;SPC TN       -   152,280.      611,140.      MT  (+/- 180 meters Scaled)
 FC1484
 FC1484                          SUPERSEDED SURVEY CONTROL
 FC1484
 FC1484.No superseded survey control is available for this station.
 FC1484
 FC1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE015519(NAD 83)
 FC1484_MARKER: DD = SURVEY DISK
 FC1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1484_STAMPING: 2464
 FC1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1484+STABILITY: SURFACE MOTION
 FC1484
 FC1484  HISTORY     - Date     Condition        Report By
 FC1484  HISTORY     - UNK      MONUMENTED       TNGS
 FC1484  HISTORY     - 1951     MARK NOT FOUND   USGS
 FC1484  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1484
 FC1484                          STATION DESCRIPTION
 FC1484
 FC1484'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FC1484'2.8 MI E FROM CENTERTOWN.
 FC1484'2.8 MILES EAST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL STORE AT
 FC1484'CENTERTOWN, WARREN COUNTY, 400 FEET EAST OF A TWO-STORY WHITE
 FC1484'HOUSE WITH CEDAR TREES IN FRONT, ACROSS THE HIGHWAY FROM A BLACK
 FC1484'BUNGALOW, IN LINE WITH THE WESTERN BARNYARD FENCE, 26 FEET SOUTH
 FC1484'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF THE FENCE, AND
 FC1484'ON A BANK.  A STATE SURVEY STANDARD DISK, STAMPED 2464 AND SET IN
 FC1484'THE TOP OF A CONCRETE POST.
 FC1484
 FC1484                          STATION RECOVERY (2002)
 FC1484
 FC1484'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1483 ***********************************************************************
 FC1483  DESIGNATION -  2465
 FC1483  PID         -  FC1483
 FC1483  STATE/COUNTY-  TN/WARREN
 FC1483  USGS QUAD   -  CENTERTOWN (1984)
 FC1483
 FC1483                         *CURRENT SURVEY CONTROL
 FC1483  ___________________________________________________________________
 FC1483* NAD 83(1986)-  35 42 34.     (N)    085 53 18.     (W)     SCALED    
 FC1483* NAVD 88     -       311.516  (meters)    1022.03   (feet)  ADJUSTED  
 FC1483  ___________________________________________________________________
 FC1483  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC1483  DYNAMIC HT  -         311.226 (meters)    1021.08  (feet)  COMP
 FC1483  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FC1483
 FC1483  VERT ORDER  -  SECOND    CLASS 0
 FC1483
 FC1483.The horizontal coordinates were scaled from a topographic map and have
 FC1483.an estimated accuracy of +/- 6 seconds.
 FC1483
 FC1483.The orthometric height was determined by differential leveling
 FC1483.and adjusted by the National Geodetic Survey in June 1991..
 FC1483
 FC1483.The geoid height was determined by GEOID03.
 FC1483
 FC1483.The dynamic height is computed by dividing the NAVD 88
 FC1483.geopotential number by the normal gravity value computed on the
 FC1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1483.degrees latitude (g = 980.6199 gals.).
 FC1483
 FC1483.The modeled gravity was interpolated from observed gravity values.
 FC1483
 FC1483;                    North         East    Units  Estimated Accuracy
 FC1483;SPC TN       -   152,680.      610,110.      MT  (+/- 180 meters Scaled)
 FC1483
 FC1483                          SUPERSEDED SURVEY CONTROL
 FC1483
 FC1483.No superseded survey control is available for this station.
 FC1483
 FC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE005522(NAD 83)
 FC1483_MARKER: DD = SURVEY DISK
 FC1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1483_STAMPING: 2465
 FC1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1483+STABILITY: SURFACE MOTION
 FC1483
 FC1483  HISTORY     - Date     Condition        Report By
 FC1483  HISTORY     - UNK      MONUMENTED       TNGS
 FC1483  HISTORY     - 1951     MARK NOT FOUND   NGS
 FC1483  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1483
 FC1483                          STATION DESCRIPTION
 FC1483
 FC1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC1483'2.1 MI E FROM CENTERTOWN.
 FC1483'2.1 MILES EAST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL STORE AT
 FC1483'CENTERTOWN, WARREN COUNTY, 200 FEET NORTH OF A TWO-STORY FARMHOUSE
 FC1483'OCCUPIED IN 1935 BY JOHN GAINES, OPPOSITE A LARGE DEAD TREE, 18.9
 FC1483'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN A GUTTER.
 FC1483'A STATE SURVEY STANDARD DISK, STAMPED 2465 AND SET IN THE TOP OF
 FC1483'A CONCRETE POST.
 FC1483
 FC1483                          STATION RECOVERY (2002)
 FC1483
 FC1483'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0469 ***********************************************************************
 FF0469  DESIGNATION -  247
 FF0469  PID         -  FF0469
 FF0469  STATE/COUNTY-  TN/SHELBY
 FF0469  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0469
 FF0469                         *CURRENT SURVEY CONTROL
 FF0469  ___________________________________________________________________
 FF0469* NAD 83(1986)-  35 05 18.     (N)    090 04 14.     (W)     SCALED    
 FF0469* NAVD 88     -        75.30   (+/-2cm)     247.0    (feet)  VERTCON   
 FF0469  ___________________________________________________________________
 FF0469  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0469
 FF0469  VERT ORDER  -  ? (See Below)
 FF0469
 FF0469.The horizontal coordinates were scaled from a topographic map and have
 FF0469.an estimated accuracy of +/- 6 seconds.
 FF0469
 FF0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0469.The vertical order pertains to the NGVD 29 superseded value.
 FF0469
 FF0469.The geoid height was determined by GEOID03.
 FF0469
 FF0469;                    North         East    Units  Estimated Accuracy
 FF0469;SPC TN       -    91,490.      228,900.      MT  (+/- 180 meters Scaled)
 FF0469
 FF0469                          SUPERSEDED SURVEY CONTROL
 FF0469
 FF0469  NGVD 29 (??/??/??)   75.274  (m)          246.96   (f) ADJUSTED    ?  
 FF0469
 FF0469.Superseded values are not recommended for survey control.
 FF0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0469.See file dsdata.txt to determine how the superseded data were derived.
 FF0469
 FF0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU670867(NAD 83)
 FF0469_MARKER: P = PIPE CAP
 FF0469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0469_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0469
 FF0469  HISTORY     - Date     Condition        Report By
 FF0469  HISTORY     - UNK      MONUMENTED       USGS
 FF0469  HISTORY     - 1956     GOOD             CGS
 FF0469
 FF0469                          STATION DESCRIPTION
 FF0469
 FF0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0469'4.3 MI S FROM MEMPHIS.
 FF0469'ABOUT 4.3 MILES SOUTH ALONG THE YAZOO AND MISSISSIPPI VALLEY
 FF0469'RAILROAD FROM THE POST OFFICE AT MEMPHIS, SHELBY COUNTY, ABOUT
 FF0469'240 FEET NORTH OF A SEMAPHORE, AND 40 FEET EAST OF THE TRACK.
 FF0469'A USGS STANDARD CAP, STAMPED 247 AND RIVETED ON THE TOP OF A
 FF0469'3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2570 ***********************************************************************
 AJ2570  DESIGNATION -  25
 AJ2570  PID         -  AJ2570
 AJ2570  STATE/COUNTY-  TN/SHELBY
 AJ2570  USGS QUAD   -  MILLINGTON (1997)
 AJ2570
 AJ2570                         *CURRENT SURVEY CONTROL
 AJ2570  ___________________________________________________________________
 AJ2570* NAD 83(1995)-  35 20 09.29979(N)    089 53 09.14005(W)     ADJUSTED  
 AJ2570* NAVD 88     -        81.4    (meters)     267.     (feet)  GPS OBS   
 AJ2570  ___________________________________________________________________
 AJ2570  X           -      10,375.839 (meters)                     COMP
 AJ2570  Y           -  -5,208,995.354 (meters)                     COMP
 AJ2570  Z           -   3,668,363.387 (meters)                     COMP
 AJ2570  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AJ2570  ELLIP HEIGHT-          54.13  (meters)          (04/26/01) GPS OBS
 AJ2570  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2570
 AJ2570  HORZ ORDER  -  FIRST
 AJ2570  ELLP ORDER  -  FOURTH    CLASS I
 AJ2570
 AJ2570.The horizontal coordinates were established by GPS observations
 AJ2570.and adjusted by the National Geodetic Survey in April 2001..
 AJ2570
 AJ2570.The orthometric height was determined by GPS observations and a
 AJ2570.high-resolution geoid model.
 AJ2570
 AJ2570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2570
 AJ2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2570
 AJ2570.The ellipsoidal height was determined by GPS observations
 AJ2570.and is referenced to NAD 83.
 AJ2570
 AJ2570.The geoid height was determined by GEOID03.
 AJ2570
 AJ2570;                    North         East     Units Scale Factor Converg.
 AJ2570;SPC TN       -   118,249.060   246,819.420   MT  0.99998595   -2 16 29.8
 AJ2570;SPC TN       -   387,955.46    809,773.38   sFT  0.99998595   -2 16 29.8
 AJ2570;UTM  16      - 3,914,118.396   237,703.107   MT  1.00044795   -1 40 12.2
 AJ2570
 AJ2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2570!SPC TN       -   0.99999150  x   0.99998595  =   0.99997745
 AJ2570!UTM  16      -   0.99999150  x   1.00044795  =   1.00043945
 AJ2570
 AJ2570                          SUPERSEDED SURVEY CONTROL
 AJ2570
 AJ2570.No superseded survey control is available for this station.
 AJ2570
 AJ2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3770314118(NAD 83)
 AJ2570_MARKER: DD = SURVEY DISK
 AJ2570_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2570+WITH SETTING: INFORMATION.
 AJ2570_STAMPING: 025
 AJ2570_MARK LOGO: MLGW  
 AJ2570_PROJECTION: FLUSH
 AJ2570_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2570+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2570_ROD/PIPE-DEPTH:  0.8 meters
 AJ2570
 AJ2570  HISTORY     - Date     Condition        Report By
 AJ2570  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2570
 AJ2570                          STATION DESCRIPTION
 AJ2570
 AJ2570'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2570'THE STATION IS LOCATED IN NORTHWEST SHEBLY COUNTY IN MILLINGTON
 AJ2570'TENNESSEE.
 AJ2570'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2570'NAVY ROAD IN MILLINGTON, PROCEED EAST ON NAVY ROAD APPROXIMATELY 1.40
 AJ2570'MILES (2.25 KM) TO EAST NAVY CIRCLE.  TURN RIGHT AND CONTINUE SOUTH ON
 AJ2570'EAST NAVY CIRCLE 0.35 MILE (0.56 KM) TO END OF STREET AT SOUTH NAVY
 AJ2570'CIRCLE.  THE STATION IS ON THE SOUTH SIDE OF SOUTH NAVY CIRCLE.
 AJ2570'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2570'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2570'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 146.50 FEET (44.65 M)
 AJ2570'SOUTHEAST OF A FIRE HYDRANT, 84.00 FEET (25.60 M) SOUTHWEST OF A WOOD
 AJ2570'POWER POLE NO.  72074, 37.00 FEET (11.28 M) WEST OF THE CENTERLINE OF
 AJ2570'EAST NAVY CIRCLE, 15.00 FEET (4.57 M) SOUTH OF THE CENTERLINE OF SOUTH
 AJ2570'NAVY CIRCLE, 8.00 NORTHWEST OF A STOP SIGN.  THE CAP AND CONCRETE ARE
 AJ2570'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0821 ***********************************************************************
 GB0821  DESIGNATION -  25 1
 GB0821  PID         -  GB0821
 GB0821  STATE/COUNTY-  TN/ANDERSON
 GB0821  USGS QUAD   -  LAKE CITY (1973)
 GB0821
 GB0821                         *CURRENT SURVEY CONTROL
 GB0821  ___________________________________________________________________
 GB0821* NAD 83(1986)-  36 12 30.     (N)    084 08 52.     (W)     SCALED    
 GB0821* NAVD 88     -       260.585  (meters)     854.94   (feet)  ADJUSTED  
 GB0821  ___________________________________________________________________
 GB0821  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB0821  DYNAMIC HT  -         260.351 (meters)     854.17  (feet)  COMP
 GB0821  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 GB0821
 GB0821  VERT ORDER  -  SECOND    CLASS 0
 GB0821
 GB0821.The horizontal coordinates were scaled from a topographic map and have
 GB0821.an estimated accuracy of +/- 6 seconds.
 GB0821
 GB0821.The orthometric height was determined by differential leveling
 GB0821.and adjusted by the National Geodetic Survey in June 1991..
 GB0821
 GB0821.The geoid height was determined by GEOID03.
 GB0821
 GB0821.The dynamic height is computed by dividing the NAVD 88
 GB0821.geopotential number by the normal gravity value computed on the
 GB0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0821.degrees latitude (g = 980.6199 gals.).
 GB0821
 GB0821.The modeled gravity was interpolated from observed gravity values.
 GB0821
 GB0821;                    North         East    Units  Estimated Accuracy
 GB0821;SPC TN       -   209,610.      766,550.      MT  (+/- 180 meters Scaled)
 GB0821
 GB0821                          SUPERSEDED SURVEY CONTROL
 GB0821
 GB0821  NGVD 29 (??/??/92)  260.705  (m)          855.33   (f) ADJ UNCH    2 0
 GB0821
 GB0821.Superseded values are not recommended for survey control.
 GB0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0821.See file dsdata.txt to determine how the superseded data were derived.
 GB0821
 GB0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF564108(NAD 83)
 GB0821_MARKER: DD = SURVEY DISK
 GB0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0821_SP_SET: CULVERT
 GB0821_STAMPING: 25 1 1964
 GB0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0821
 GB0821  HISTORY     - Date     Condition        Report By
 GB0821  HISTORY     - 1964     MONUMENTED       TNHD
 GB0821
 GB0821                          STATION DESCRIPTION
 GB0821
 GB0821'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0821'1.4 MI SE FROM LAKE CITY.
 GB0821'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0821'AT LAKE CITY, GO SOUTHEAST ON U.S. HIGHWAY 25W FOR 1.35 MILES
 GB0821'TO THE MARK ON THE LEFT.  THE MARK IS APPROXIMATELY 100 YARDS
 GB0821'SOUTHWEST OF LAKE CITY HIGH SCHOOL, 20 FEET NORTHEAST OF THE
 GB0821'APPROXIMATE CENTER OF U.S. HIGHWAY 25W.  THE MARK IS A STANDARD
 GB0821'TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED
 GB0821'HOLE IN THE TOP OF A 4 FOOT LONG BOX CULVERT, APPROXIMATELY
 GB0821'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0212 ***********************************************************************
 GC0212  DESIGNATION -  25 1
 GC0212  PID         -  GC0212
 GC0212  STATE/COUNTY-  TN/SUMNER
 GC0212  USGS QUAD   -  BETHPAGE (1994)
 GC0212
 GC0212                         *CURRENT SURVEY CONTROL
 GC0212  ___________________________________________________________________
 GC0212* NAD 83(1986)-  36 23 14.     (N)    086 17 05.     (W)     SCALED    
 GC0212* NAVD 88     -       179.773  (meters)     589.81   (feet)  ADJUSTED  
 GC0212  ___________________________________________________________________
 GC0212  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0212  DYNAMIC HT  -         179.625 (meters)     589.32  (feet)  COMP
 GC0212  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GC0212
 GC0212  VERT ORDER  -  SECOND    CLASS 0
 GC0212
 GC0212.The horizontal coordinates were scaled from a topographic map and have
 GC0212.an estimated accuracy of +/- 6 seconds.
 GC0212
 GC0212.The orthometric height was determined by differential leveling
 GC0212.and adjusted by the National Geodetic Survey in June 1991..
 GC0212
 GC0212.The geoid height was determined by GEOID03.
 GC0212
 GC0212.The dynamic height is computed by dividing the NAVD 88
 GC0212.geopotential number by the normal gravity value computed on the
 GC0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0212.degrees latitude (g = 980.6199 gals.).
 GC0212
 GC0212.The modeled gravity was interpolated from observed gravity values.
 GC0212
 GC0212;                    North         East    Units  Estimated Accuracy
 GC0212;SPC TN       -   227,920.      574,460.      MT  (+/- 180 meters Scaled)
 GC0212
 GC0212                          SUPERSEDED SURVEY CONTROL
 GC0212
 GC0212  NGVD 29 (??/??/92)  179.835  (m)          590.01   (f) ADJ UNCH    2 0
 GC0212
 GC0212.Superseded values are not recommended for survey control.
 GC0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0212.See file dsdata.txt to determine how the superseded data were derived.
 GC0212
 GC0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF641271(NAD 83)
 GC0212_MARKER: DD = SURVEY DISK
 GC0212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC0212_SP_SET: CULVERT HEADWALL
 GC0212_STAMPING: 25-1 1961
 GC0212_MARK LOGO: TNHD  
 GC0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0212+STABILITY: SURFACE MOTION
 GC0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0212+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 GC0212
 GC0212  HISTORY     - Date     Condition        Report By
 GC0212  HISTORY     - 1961     MONUMENTED       TNHD
 GC0212  HISTORY     - 20010202 GOOD             NGS
 GC0212
 GC0212                          STATION DESCRIPTION
 GC0212
 GC0212'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0212'9 MI E FROM GALLATIN.
 GC0212'FROM THE COURTHOUSE AT GALLATIN, GO 0.8 MILE NORTHEAST TO THE
 GC0212'INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND GO 8.9 MILES TO
 GC0212'A 5 FOOT ROUND CONCRETE CULVERT PASSING UNDER STATE ROUTE 25.
 GC0212'THE MARK IS A STANDARD TENNESSEE BENCH MARK CEMENTED IN A
 GC0212'DRILLED HOLE FLUSH WITH THE SURFACE OF THE NORTHWEST END OF THE
 GC0212'EAST HEADWALL OF THE CULVERT AND ABOUT 1 FOOT LOWER THAN THE
 GC0212'PAVEMENT AND 23.5 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 25.
 GC0212
 GC0212                          STATION RECOVERY (2001)
 GC0212
 GC0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GC0212'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GC0212'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 GC0212'HIGHWAY 141), THENCE 11.6 KM WESTERLY ALONG STATE HIGHWAY 25,  IN
 GC0212'TOP OF AND 0.2 M EAST OF THE WEST END OF THE NORTH CONCRETE
 GC0212'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 7.8 M NORTH OF THE
 GC0212'HIGHWAY CENTERLINE, AND 0.5 M BELOW THE LEVEL OF THE HIGHWAY.
 GC0212'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 GC0212' 
 GC0212'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0796 ***********************************************************************
 GB0796  DESIGNATION -  25 10
 GB0796  PID         -  GB0796
 GB0796  STATE/COUNTY-  TN/KNOX
 GB0796  USGS QUAD   -  POWELL (1976)
 GB0796
 GB0796                         *CURRENT SURVEY CONTROL
 GB0796  ___________________________________________________________________
 GB0796* NAD 83(1986)-  36 00 54.     (N)    084 02 31.     (W)     SCALED    
 GB0796* NAVD 88     -       301.937  (meters)     990.61   (feet)  ADJUSTED  
 GB0796  ___________________________________________________________________
 GB0796  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GB0796  DYNAMIC HT  -         301.654 (meters)     989.68  (feet)  COMP
 GB0796  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 GB0796
 GB0796  VERT ORDER  -  SECOND    CLASS 0
 GB0796
 GB0796.The horizontal coordinates were scaled from a topographic map and have
 GB0796.an estimated accuracy of +/- 6 seconds.
 GB0796
 GB0796.The orthometric height was determined by differential leveling
 GB0796.and adjusted by the National Geodetic Survey in June 1991..
 GB0796
 GB0796.The geoid height was determined by GEOID03.
 GB0796
 GB0796.The dynamic height is computed by dividing the NAVD 88
 GB0796.geopotential number by the normal gravity value computed on the
 GB0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0796.degrees latitude (g = 980.6199 gals.).
 GB0796
 GB0796.The modeled gravity was interpolated from observed gravity values.
 GB0796
 GB0796;                    North         East    Units  Estimated Accuracy
 GB0796;SPC TN       -   188,350.      776,490.      MT  (+/- 180 meters Scaled)
 GB0796
 GB0796                          SUPERSEDED SURVEY CONTROL
 GB0796
 GB0796  NGVD 29 (??/??/92)  302.062  (m)          991.02   (f) ADJ UNCH    2 0
 GB0796
 GB0796.Superseded values are not recommended for survey control.
 GB0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0796.See file dsdata.txt to determine how the superseded data were derived.
 GB0796
 GB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE665896(NAD 83)
 GB0796_MARKER: DD = SURVEY DISK
 GB0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0796_SP_SET: CULVERT
 GB0796_STAMPING: 25-10 1964
 GB0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0796
 GB0796  HISTORY     - Date     Condition        Report By
 GB0796  HISTORY     - 1964     MONUMENTED       TNHD
 GB0796  HISTORY     - 1965     GOOD             TNHD
 GB0796
 GB0796                          STATION DESCRIPTION
 GB0796
 GB0796'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0796'3.6 MI NW FROM NORWOOD.
 GB0796'FROM THE FOUNTAIN CITY NORWOOD BRANCH BANK, GO NORTHWEST ON
 GB0796'U.S. HIGHWAY 25W FOR 3.6 MILES TO THE MARK IN THE CENTER OF THE
 GB0796'MEDIAN STRIP OF U.S. HIGHWAY 25W.  THE MARK IS 25 FEET NORTH OF THE
 GB0796'APPROXIMATE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 25W.
 GB0796'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK. CEMENTED
 GB0796'FLUSH IN A DRILLED HOLE IN THE TOP OF THE EAST END OF A 24-INCH
 GB0796'CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0798 ***********************************************************************
 GB0798  DESIGNATION -  25 11
 GB0798  PID         -  GB0798
 GB0798  STATE/COUNTY-  TN/KNOX
 GB0798  USGS QUAD   -  POWELL (1976)
 GB0798
 GB0798                         *CURRENT SURVEY CONTROL
 GB0798  ___________________________________________________________________
 GB0798* NAD 83(1986)-  36 00 24.     (N)    084 01 11.     (W)     SCALED    
 GB0798* NAVD 88     -       335.862  (meters)    1101.91   (feet)  ADJUSTED  
 GB0798  ___________________________________________________________________
 GB0798  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB0798  DYNAMIC HT  -         335.547 (meters)    1100.87  (feet)  COMP
 GB0798  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 GB0798
 GB0798  VERT ORDER  -  SECOND    CLASS 0
 GB0798
 GB0798.The horizontal coordinates were scaled from a topographic map and have
 GB0798.an estimated accuracy of +/- 6 seconds.
 GB0798
 GB0798.The orthometric height was determined by differential leveling
 GB0798.and adjusted by the National Geodetic Survey in June 1991..
 GB0798
 GB0798.The geoid height was determined by GEOID03.
 GB0798
 GB0798.The dynamic height is computed by dividing the NAVD 88
 GB0798.geopotential number by the normal gravity value computed on the
 GB0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0798.degrees latitude (g = 980.6199 gals.).
 GB0798
 GB0798.The modeled gravity was interpolated from observed gravity values.
 GB0798
 GB0798;                    North         East    Units  Estimated Accuracy
 GB0798;SPC TN       -   187,460.      778,510.      MT  (+/- 180 meters Scaled)
 GB0798
 GB0798                          SUPERSEDED SURVEY CONTROL
 GB0798
 GB0798  NGVD 29 (??/??/92)  335.986  (m)         1102.31   (f) ADJ UNCH    2 0
 GB0798
 GB0798.Superseded values are not recommended for survey control.
 GB0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0798.See file dsdata.txt to determine how the superseded data were derived.
 GB0798
 GB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE686887(NAD 83)
 GB0798_MARKER: DD = SURVEY DISK
 GB0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0798_STAMPING: 25-11 1964
 GB0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0798+STABILITY: SURFACE MOTION
 GB0798
 GB0798  HISTORY     - Date     Condition        Report By
 GB0798  HISTORY     - 1964     MONUMENTED       TNHD
 GB0798  HISTORY     - 1965     GOOD             TNHD
 GB0798
 GB0798                          STATION DESCRIPTION
 GB0798
 GB0798'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0798'2 MI NW FROM NORWOOD.
 GB0798'FROM THE FOUNTAIN CITY BANK, NORWOOD BRANCH, GO NORTHWEST ON
 GB0798'U.S. HIGHWAY 25W FOR 2.0 MILES TO THE MARK ON THE LEFT.  THE
 GB0798'MARK IS 40 FEET SOUTH OF THE APPROXIMATE CENTER OF THE EAST
 GB0798'BOUND LANE OF U.S. HIGHWAY 25W, 2.0 FEET NORTHEAST OF A METAL
 GB0798'WITNESS POST WITH SIGN AND 0.4 FOOT NORTH OF POWER POLE NO. 93.
 GB0798'THE MARK IS A STANDARD TENNESSEE HIGWAY DEPARTMENT DISK SET IN
 GB0798'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0798'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0805 ***********************************************************************
 GB0805  DESIGNATION -  25 12
 GB0805  PID         -  GB0805
 GB0805  STATE/COUNTY-  TN/ANDERSON
 GB0805  USGS QUAD   -  LAKE CITY (1973)
 GB0805
 GB0805                         *CURRENT SURVEY CONTROL
 GB0805  ___________________________________________________________________
 GB0805* NAD 83(1986)-  36 14 59.     (N)    084 10 54.     (W)     SCALED    
 GB0805* NAVD 88     -       287.090  (meters)     941.89   (feet)  ADJUSTED  
 GB0805  ___________________________________________________________________
 GB0805  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB0805  DYNAMIC HT  -         286.833 (meters)     941.05  (feet)  COMP
 GB0805  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 GB0805
 GB0805  VERT ORDER  -  SECOND    CLASS 0
 GB0805
 GB0805.The horizontal coordinates were scaled from a topographic map and have
 GB0805.an estimated accuracy of +/- 6 seconds.
 GB0805
 GB0805.The orthometric height was determined by differential leveling
 GB0805.and adjusted by the National Geodetic Survey in June 1991..
 GB0805
 GB0805.The geoid height was determined by GEOID03.
 GB0805
 GB0805.The dynamic height is computed by dividing the NAVD 88
 GB0805.geopotential number by the normal gravity value computed on the
 GB0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0805.degrees latitude (g = 980.6199 gals.).
 GB0805
 GB0805.The modeled gravity was interpolated from observed gravity values.
 GB0805
 GB0805;                    North         East    Units  Estimated Accuracy
 GB0805;SPC TN       -   214,140.      763,420.      MT  (+/- 180 meters Scaled)
 GB0805
 GB0805                          SUPERSEDED SURVEY CONTROL
 GB0805
 GB0805  NGVD 29 (??/??/92)  287.200  (m)          942.26   (f) ADJ UNCH    2 0
 GB0805
 GB0805.Superseded values are not recommended for survey control.
 GB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0805.See file dsdata.txt to determine how the superseded data were derived.
 GB0805
 GB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF532153(NAD 83)
 GB0805_MARKER: DD = SURVEY DISK
 GB0805_SETTING: 0 = UNSPECIFIED SETTING
 GB0805_STAMPING: 25 12 1965
 GB0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0805
 GB0805  HISTORY     - Date     Condition        Report By
 GB0805  HISTORY     - 1965     MONUMENTED       TNHD
 GB0805
 GB0805                          STATION DESCRIPTION
 GB0805
 GB0805'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0805'2.8 MI N FROM LAKE CITY.
 GB0805'FROM THE POST OFFICE IN LAKE CITY, ANDERSON COUNTY, GO 2.8
 GB0805'MILES NORTHERLY ON U.S. HIGHWAY 25W TO THE MARK ON THE RIGHT,
 GB0805'32 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND
 GB0805'LANE OF U.S. HIGHWAY 25W AND 3.2 FEET FROM THE NORTH WEST END
 GB0805'OF THE EAST HEAD WALL OF A 3 FOOT BOX CULVERT.  IT IS A STANDARD
 GB0805'TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED
 GB0805'HOLE AND THE DISK IS STAMPED 25-12 1965.  THE MARK IS
 GB0805'APPROXIMATELY 2 FEET BELOW THE SURFACE OF U.S. HIGHWAY 25W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2318 ***********************************************************************
 GB2318  DESIGNATION -  25 13 RESET
 GB2318  PID         -  GB2318
 GB2318  STATE/COUNTY-  TN/ANDERSON
 GB2318  USGS QUAD   -  JACKSBORO (1991)
 GB2318
 GB2318                         *CURRENT SURVEY CONTROL
 GB2318  ___________________________________________________________________
 GB2318* NAD 83(1986)-  36 15 46.     (N)    084 11 25.     (W)     SCALED    
 GB2318* NAVD 88     -       313.11   (meters)    1027.3    (feet)  RESET     
 GB2318  ___________________________________________________________________
 GB2318  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB2318
 GB2318  VERT ORDER  -  THIRD
 GB2318
 GB2318.The horizontal coordinates were scaled from a topographic map and have
 GB2318.an estimated accuracy of +/- 6 seconds.
 GB2318
 GB2318.The orthometric height was computed from unverified reset data.
 GB2318.No vertical observational check was made to the station.
 GB2318
 GB2318.The geoid height was determined by GEOID03.
 GB2318
 GB2318;                    North         East    Units  Estimated Accuracy
 GB2318;SPC TN       -   215,580.      762,620.      MT  (+/- 180 meters Scaled)
 GB2318
 GB2318                          SUPERSEDED SURVEY CONTROL
 GB2318
 GB2318  NGVD 29 (10/12/01)  313.22   (m)         1027.6    (f) RESET       3  
 GB2318
 GB2318.Superseded values are not recommended for survey control.
 GB2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2318.See file dsdata.txt to determine how the superseded data were derived.
 GB2318
 GB2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF524167(NAD 83)
 GB2318_MARKER: DB = BENCH MARK DISK
 GB2318_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GB2318_SP_SET: LANE DIVIDER
 GB2318_STAMPING: 25 13 THD RESET 1979
 GB2318_MARK LOGO: NGS   
 GB2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2318+STABILITY: POSITION/ELEVATION WELL
 GB2318
 GB2318  HISTORY     - Date     Condition        Report By
 GB2318  HISTORY     - 1979     MONUMENTED       NGS
 GB2318
 GB2318                          STATION DESCRIPTION
 GB2318
 GB2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GB2318'2.7 MI NORTH FROM LAKE CITY.
 GB2318'2.7 MILE NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM ITS JUNCTION
 GB2318'WITH U.S. HIGHWAY 25 WEST AT THE NORTH EDGE OF LAKE CITY, IN THE
 GB2318'TOP AND CENTER OF A CONCRETE LANE DIVIDER CONNECTED TO THE CENTER
 GB2318'PIER OF OVER PASS OF THE LAND AND RAILROAD OVER INTERSTATE HIGHWAY
 GB2318'75, 47 FEET SOUTHEAST OF THE CENTER OF THE MIDDLE PIER OF THE
 GB2318'OVERPASS, AND 11 FEET NORTHWEST OF THE SOUTHEAST END OF THE DIVIDER.
 GB2318'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0807 ***********************************************************************
 GB0807  DESIGNATION -  25 14
 GB0807  PID         -  GB0807
 GB0807  STATE/COUNTY-  TN/ANDERSON
 GB0807  USGS QUAD   -  JACKSBORO (1991)
 GB0807
 GB0807                         *CURRENT SURVEY CONTROL
 GB0807  ___________________________________________________________________
 GB0807* NAD 83(1986)-  36 16 21.     (N)    084 11 59.     (W)     SCALED    
 GB0807* NAVD 88     -       354.285  (meters)    1162.35   (feet)  ADJUSTED  
 GB0807  ___________________________________________________________________
 GB0807  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GB0807  DYNAMIC HT  -         353.969 (meters)    1161.31  (feet)  COMP
 GB0807  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 GB0807
 GB0807  VERT ORDER  -  SECOND    CLASS 0
 GB0807
 GB0807.The horizontal coordinates were scaled from a topographic map and have
 GB0807.an estimated accuracy of +/- 6 seconds.
 GB0807
 GB0807.The orthometric height was determined by differential leveling
 GB0807.and adjusted by the National Geodetic Survey in June 1991..
 GB0807
 GB0807.The geoid height was determined by GEOID03.
 GB0807
 GB0807.The dynamic height is computed by dividing the NAVD 88
 GB0807.geopotential number by the normal gravity value computed on the
 GB0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0807.degrees latitude (g = 980.6199 gals.).
 GB0807
 GB0807.The modeled gravity was interpolated from observed gravity values.
 GB0807
 GB0807;                    North         East    Units  Estimated Accuracy
 GB0807;SPC TN       -   216,640.      761,750.      MT  (+/- 180 meters Scaled)
 GB0807
 GB0807                          SUPERSEDED SURVEY CONTROL
 GB0807
 GB0807  NGVD 29 (??/??/92)  354.390  (m)         1162.69   (f) ADJ UNCH    2 0
 GB0807
 GB0807.Superseded values are not recommended for survey control.
 GB0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0807.See file dsdata.txt to determine how the superseded data were derived.
 GB0807
 GB0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF515178(NAD 83)
 GB0807_MARKER: DD = SURVEY DISK
 GB0807_SETTING: 0 = UNSPECIFIED SETTING
 GB0807_STAMPING: 25 14 1965
 GB0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0807
 GB0807  HISTORY     - Date     Condition        Report By
 GB0807  HISTORY     - 1965     MONUMENTED       TNHD
 GB0807
 GB0807                          STATION DESCRIPTION
 GB0807
 GB0807'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0807'4.9 MI N FROM LAKE CITY.
 GB0807'FROM THE POST OFFICE IN LAKE CITY, GO 4.9 MILES NORTHERLY ON
 GB0807'U.S. HIGHWAY 25W TO THE MARK ON THE RIGHT, 17 FEET NORTHEAST
 GB0807'OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANE OF U.S.
 GB0807'HIGHWAY 25W AND 4 FEET SOUTHEAST OF THE NORTHWEST END OF A
 GB0807'BRIDGE OVER THE SOUTHERN RAILROAD.  THE MARK IS A STANDARD
 GB0807'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 GB0807'HOLE APPROXIMATELY 1 FOOT ABOVE THE SURFACE OF U.S. HIGHWAY 25W
 GB0807'AND THE DISK IS STAMPED 25-14 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0808 ***********************************************************************
 GB0808  DESIGNATION -  25 15
 GB0808  PID         -  GB0808
 GB0808  STATE/COUNTY-  TN/CAMPBELL
 GB0808  USGS QUAD   -  JACKSBORO (1991)
 GB0808
 GB0808                         *CURRENT SURVEY CONTROL
 GB0808  ___________________________________________________________________
 GB0808* NAD 83(1986)-  36 17 03.     (N)    084 12 41.     (W)     SCALED    
 GB0808* NAVD 88     -       373.203  (meters)    1224.42   (feet)  ADJUSTED  
 GB0808  ___________________________________________________________________
 GB0808  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GB0808  DYNAMIC HT  -         372.872 (meters)    1223.33  (feet)  COMP
 GB0808  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 GB0808
 GB0808  VERT ORDER  -  SECOND    CLASS 0
 GB0808
 GB0808.The horizontal coordinates were scaled from a topographic map and have
 GB0808.an estimated accuracy of +/- 6 seconds.
 GB0808
 GB0808.The orthometric height was determined by differential leveling
 GB0808.and adjusted by the National Geodetic Survey in June 1991..
 GB0808
 GB0808.The geoid height was determined by GEOID03.
 GB0808
 GB0808.The dynamic height is computed by dividing the NAVD 88
 GB0808.geopotential number by the normal gravity value computed on the
 GB0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0808.degrees latitude (g = 980.6199 gals.).
 GB0808
 GB0808.The modeled gravity was interpolated from observed gravity values.
 GB0808
 GB0808;                    North         East    Units  Estimated Accuracy
 GB0808;SPC TN       -   217,910.      760,680.      MT  (+/- 180 meters Scaled)
 GB0808
 GB0808                          SUPERSEDED SURVEY CONTROL
 GB0808
 GB0808  NGVD 29 (??/??/92)  373.308  (m)         1224.76   (f) ADJ UNCH    2 0
 GB0808
 GB0808.Superseded values are not recommended for survey control.
 GB0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0808.See file dsdata.txt to determine how the superseded data were derived.
 GB0808
 GB0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF504190(NAD 83)
 GB0808_MARKER: DD = SURVEY DISK
 GB0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0808_STAMPING: 25 15 1965
 GB0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0808+STABILITY: SURFACE MOTION
 GB0808
 GB0808  HISTORY     - Date     Condition        Report By
 GB0808  HISTORY     - 1965     MONUMENTED       TNHD
 GB0808
 GB0808                          STATION DESCRIPTION
 GB0808
 GB0808'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0808'6 MI N FROM LAKE CITY.
 GB0808'FROM THE POST OFFICE IN LAKE CITY, GO 6.0 MILES NORTHERLY ON
 GB0808'U.S. HIGHWAY 25W TO THE MARK ON THE LEFT, 26 FEET SOUTHWEST OF
 GB0808'THE APPROXIMATE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 GB0808'25W AND 2.0 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 GB0808'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0808'IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GB0808'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0809 ***********************************************************************
 GB0809  DESIGNATION -  25 16
 GB0809  PID         -  GB0809
 GB0809  STATE/COUNTY-  TN/CAMPBELL
 GB0809  USGS QUAD   -  JACKSBORO (1991)
 GB0809
 GB0809                         *CURRENT SURVEY CONTROL
 GB0809  ___________________________________________________________________
 GB0809* NAD 83(1986)-  36 18 36.     (N)    084 12 38.     (W)     SCALED    
 GB0809* NAVD 88     -       317.815  (meters)    1042.70   (feet)  ADJUSTED  
 GB0809  ___________________________________________________________________
 GB0809  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GB0809  DYNAMIC HT  -         317.535 (meters)    1041.78  (feet)  COMP
 GB0809  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 GB0809
 GB0809  VERT ORDER  -  SECOND    CLASS 0
 GB0809
 GB0809.The horizontal coordinates were scaled from a topographic map and have
 GB0809.an estimated accuracy of +/- 6 seconds.
 GB0809
 GB0809.The orthometric height was determined by differential leveling
 GB0809.and adjusted by the National Geodetic Survey in June 1991..
 GB0809
 GB0809.The geoid height was determined by GEOID03.
 GB0809
 GB0809.The dynamic height is computed by dividing the NAVD 88
 GB0809.geopotential number by the normal gravity value computed on the
 GB0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0809.degrees latitude (g = 980.6199 gals.).
 GB0809
 GB0809.The modeled gravity was interpolated from observed gravity values.
 GB0809
 GB0809;                    North         East    Units  Estimated Accuracy
 GB0809;SPC TN       -   220,780.      760,700.      MT  (+/- 180 meters Scaled)
 GB0809
 GB0809                          SUPERSEDED SURVEY CONTROL
 GB0809
 GB0809  NGVD 29 (??/??/92)  317.918  (m)         1043.04   (f) ADJ UNCH    2 0
 GB0809
 GB0809.Superseded values are not recommended for survey control.
 GB0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0809.See file dsdata.txt to determine how the superseded data were derived.
 GB0809
 GB0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF504219(NAD 83)
 GB0809_MARKER: DD = SURVEY DISK
 GB0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0809_STAMPING: 25 16 1965
 GB0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0809+STABILITY: SURFACE MOTION
 GB0809
 GB0809  HISTORY     - Date     Condition        Report By
 GB0809  HISTORY     - 1965     MONUMENTED       TNHD
 GB0809
 GB0809                          STATION DESCRIPTION
 GB0809
 GB0809'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0809'2.3 MI S FROM JACKSBORO.
 GB0809'FROM THE COURT HOUSE IN JACKSONBORO, GO 2.3 MILES SOUTHERLY
 GB0809'ON U.S. HIGHWAY 25W TO THE MARK ON THE RIGHT, 98 FEET WEST OF A
 GB0809'BRIDGE OVER COVE LAKE, 90 FEET NORTHWEST OF THE APPROXIMATE
 GB0809'CENTER OF U.S. HIGHWAY 25W AND 1.7 FEET EAST OF A TELEPHONE
 GB0809'POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0809'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 GB0809'GROUND AND STAMPED 25-16 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0810 ***********************************************************************
 GB0810  DESIGNATION -  25 17
 GB0810  PID         -  GB0810
 GB0810  STATE/COUNTY-  TN/CAMPBELL
 GB0810  USGS QUAD   -  JACKSBORO (1991)
 GB0810
 GB0810                         *CURRENT SURVEY CONTROL
 GB0810  ___________________________________________________________________
 GB0810* NAD 83(1986)-  36 19 13.     (N)    084 11 52.     (W)     SCALED    
 GB0810* NAVD 88     -       332.827  (meters)    1091.95   (feet)  ADJUSTED  
 GB0810  ___________________________________________________________________
 GB0810  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB0810  DYNAMIC HT  -         332.535 (meters)    1090.99  (feet)  COMP
 GB0810  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 GB0810
 GB0810  VERT ORDER  -  SECOND    CLASS 0
 GB0810
 GB0810.The horizontal coordinates were scaled from a topographic map and have
 GB0810.an estimated accuracy of +/- 6 seconds.
 GB0810
 GB0810.The orthometric height was determined by differential leveling
 GB0810.and adjusted by the National Geodetic Survey in June 1991..
 GB0810
 GB0810.The geoid height was determined by GEOID03.
 GB0810
 GB0810.The dynamic height is computed by dividing the NAVD 88
 GB0810.geopotential number by the normal gravity value computed on the
 GB0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0810.degrees latitude (g = 980.6199 gals.).
 GB0810
 GB0810.The modeled gravity was interpolated from observed gravity values.
 GB0810
 GB0810;                    North         East    Units  Estimated Accuracy
 GB0810;SPC TN       -   221,940.      761,820.      MT  (+/- 180 meters Scaled)
 GB0810
 GB0810                          SUPERSEDED SURVEY CONTROL
 GB0810
 GB0810  NGVD 29 (??/??/92)  332.930  (m)         1092.29   (f) ADJ UNCH    2 0
 GB0810
 GB0810.Superseded values are not recommended for survey control.
 GB0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0810.See file dsdata.txt to determine how the superseded data were derived.
 GB0810
 GB0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF515231(NAD 83)
 GB0810_MARKER: DD = SURVEY DISK
 GB0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0810_STAMPING: 25 17 1965
 GB0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0810+STABILITY: SURFACE MOTION
 GB0810
 GB0810  HISTORY     - Date     Condition        Report By
 GB0810  HISTORY     - 1965     MONUMENTED       TNHD
 GB0810
 GB0810                          STATION DESCRIPTION
 GB0810
 GB0810'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0810'1.2 MI S FROM JACKSBORO.
 GB0810'FROM THE COURT HOUSE IN JACKSBORO, GO 1.2 MILES SOUTHERLY ON
 GB0810'U.S. HIGHWAY 25W TO THE MARK ON THE LEFT, 52 FEET SOUTHEAST
 GB0810'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 8 FEET WEST OF
 GB0810'A 15-INCH PINE TREE AND 1.7 FEET SOUTHEAST OF A METAL WITNESS
 GB0810'POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0810'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0810'MONUMENT, FLUSH WITH THE GROUND AND STAMPED 25-17 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0811 ***********************************************************************
 GB0811  DESIGNATION -  25 18
 GB0811  PID         -  GB0811
 GB0811  STATE/COUNTY-  TN/CAMPBELL
 GB0811  USGS QUAD   -  JACKSBORO (1991)
 GB0811
 GB0811                         *CURRENT SURVEY CONTROL
 GB0811  ___________________________________________________________________
 GB0811* NAD 83(1986)-  36 19 47.     (N)    084 11 08.     (W)     SCALED    
 GB0811* NAVD 88     -       325.892  (meters)    1069.20   (feet)  ADJUSTED  
 GB0811  ___________________________________________________________________
 GB0811  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GB0811  DYNAMIC HT  -         325.605 (meters)    1068.26  (feet)  COMP
 GB0811  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 GB0811
 GB0811  VERT ORDER  -  SECOND    CLASS 0
 GB0811
 GB0811.The horizontal coordinates were scaled from a topographic map and have
 GB0811.an estimated accuracy of +/- 6 seconds.
 GB0811
 GB0811.The orthometric height was determined by differential leveling
 GB0811.and adjusted by the National Geodetic Survey in June 1991..
 GB0811
 GB0811.The geoid height was determined by GEOID03.
 GB0811
 GB0811.The dynamic height is computed by dividing the NAVD 88
 GB0811.geopotential number by the normal gravity value computed on the
 GB0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0811.degrees latitude (g = 980.6199 gals.).
 GB0811
 GB0811.The modeled gravity was interpolated from observed gravity values.
 GB0811
 GB0811;                    North         East    Units  Estimated Accuracy
 GB0811;SPC TN       -   223,010.      762,900.      MT  (+/- 180 meters Scaled)
 GB0811
 GB0811                          SUPERSEDED SURVEY CONTROL
 GB0811
 GB0811  NGVD 29 (??/??/92)  325.993  (m)         1069.53   (f) ADJ UNCH    2 0
 GB0811
 GB0811.Superseded values are not recommended for survey control.
 GB0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0811.See file dsdata.txt to determine how the superseded data were derived.
 GB0811
 GB0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF526241(NAD 83)
 GB0811_MARKER: DD = SURVEY DISK
 GB0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0811_STAMPING: 25 18 1965
 GB0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0811+STABILITY: SURFACE MOTION
 GB0811
 GB0811  HISTORY     - Date     Condition        Report By
 GB0811  HISTORY     - 1965     MONUMENTED       TNHD
 GB0811
 GB0811                          STATION DESCRIPTION
 GB0811
 GB0811'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0811'AT JACKSBORO.
 GB0811'FROM THE COURT HOUSE IN JACKSBORO, GO 0.2 MILE SOUTHERLY ON
 GB0811'U.S. HIGHWAY 25W TO THE MARK ON RIGHT, 41 FEET NORTHWEST OF
 GB0811'THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 18 FEET SOUTHWEST OF
 GB0811'THE APPROXIMATE CENTER OF A SMALL PAVED ROAD LEADING NORTHWEST
 GB0811'AND 7.5 FEET NORTHEAST OF A 16-INCH ELM TREE.  THE MARK IS A
 GB0811'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0811'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0815 ***********************************************************************
 GB0815  DESIGNATION -  25 19
 GB0815  PID         -  GB0815
 GB0815  STATE/COUNTY-  TN/CAMPBELL
 GB0815  USGS QUAD   -  JACKSBORO (1991)
 GB0815
 GB0815                         *CURRENT SURVEY CONTROL
 GB0815  ___________________________________________________________________
 GB0815* NAD 83(1986)-  36 20 49.     (N)    084 09 38.     (W)     SCALED    
 GB0815* NAVD 88     -       338.771  (meters)    1111.45   (feet)  ADJUSTED  
 GB0815  ___________________________________________________________________
 GB0815  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB0815  DYNAMIC HT  -         338.470 (meters)    1110.46  (feet)  COMP
 GB0815  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 GB0815
 GB0815  VERT ORDER  -  SECOND    CLASS 0
 GB0815
 GB0815.The horizontal coordinates were scaled from a topographic map and have
 GB0815.an estimated accuracy of +/- 6 seconds.
 GB0815
 GB0815.The orthometric height was determined by differential leveling
 GB0815.and adjusted by the National Geodetic Survey in June 1991..
 GB0815
 GB0815.The geoid height was determined by GEOID03.
 GB0815
 GB0815.The dynamic height is computed by dividing the NAVD 88
 GB0815.geopotential number by the normal gravity value computed on the
 GB0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0815.degrees latitude (g = 980.6199 gals.).
 GB0815
 GB0815.The modeled gravity was interpolated from observed gravity values.
 GB0815
 GB0815;                    North         East    Units  Estimated Accuracy
 GB0815;SPC TN       -   224,960.      765,110.      MT  (+/- 180 meters Scaled)
 GB0815
 GB0815                          SUPERSEDED SURVEY CONTROL
 GB0815
 GB0815  NGVD 29 (??/??/92)  338.869  (m)         1111.77   (f) ADJ UNCH    2 0
 GB0815
 GB0815.Superseded values are not recommended for survey control.
 GB0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0815.See file dsdata.txt to determine how the superseded data were derived.
 GB0815
 GB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF548261(NAD 83)
 GB0815_MARKER: DD = SURVEY DISK
 GB0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0815_SP_SET: CULVERT
 GB0815_STAMPING: 25 19 1965
 GB0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0815
 GB0815  HISTORY     - Date     Condition        Report By
 GB0815  HISTORY     - 1965     MONUMENTED       TNHD
 GB0815
 GB0815                          STATION DESCRIPTION
 GB0815
 GB0815'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0815'1.7 MI N FROM JACKSBORO.
 GB0815'FROM THE COURT HOUSE IN JACKSBORO, GO 1.7 MILES NORTHERLY ON
 GB0815'U.S. HIGHWAY 25W TO THE MARK ON THE RIGHT, 35 FEET WEST OF
 GB0815'TELEPHONE POLE NO. 728, 32 FEET SOUTHEAST OF THE APPROXIMATE
 GB0815'CENTER OF U.S. HIGHWAY 25W, 14 FEET SOUTHWEST OF A DRIVEWAY
 GB0815'LEADING SOUTHEAST.  THE MARK IS CEMENTED FLUSH IN A DRILLED HOLE
 GB0815'IN THE CENTER OF THE SOUTHWEST END OF A 1 FOOT PIPE CULVERT.  THE
 GB0815'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED
 GB0815'25-19 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0822 ***********************************************************************
 GB0822  DESIGNATION -  25 2
 GB0822  PID         -  GB0822
 GB0822  STATE/COUNTY-  TN/ANDERSON
 GB0822  USGS QUAD   -  LAKE CITY (1973)
 GB0822
 GB0822                         *CURRENT SURVEY CONTROL
 GB0822  ___________________________________________________________________
 GB0822* NAD 83(1986)-  36 11 55.     (N)    084 08 40.     (W)     SCALED    
 GB0822* NAVD 88     -       271.016  (meters)     889.16   (feet)  ADJUSTED  
 GB0822  ___________________________________________________________________
 GB0822  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB0822  DYNAMIC HT  -         270.772 (meters)     888.36  (feet)  COMP
 GB0822  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 GB0822
 GB0822  VERT ORDER  -  SECOND    CLASS 0
 GB0822
 GB0822.The horizontal coordinates were scaled from a topographic map and have
 GB0822.an estimated accuracy of +/- 6 seconds.
 GB0822
 GB0822.The orthometric height was determined by differential leveling
 GB0822.and adjusted by the National Geodetic Survey in June 1991..
 GB0822
 GB0822.The geoid height was determined by GEOID03.
 GB0822
 GB0822.The dynamic height is computed by dividing the NAVD 88
 GB0822.geopotential number by the normal gravity value computed on the
 GB0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0822.degrees latitude (g = 980.6199 gals.).
 GB0822
 GB0822.The modeled gravity was interpolated from observed gravity values.
 GB0822
 GB0822;                    North         East    Units  Estimated Accuracy
 GB0822;SPC TN       -   208,540.      766,870.      MT  (+/- 180 meters Scaled)
 GB0822
 GB0822                          SUPERSEDED SURVEY CONTROL
 GB0822
 GB0822  NGVD 29 (??/??/92)  271.140  (m)          889.57   (f) ADJ UNCH    2 0
 GB0822
 GB0822.Superseded values are not recommended for survey control.
 GB0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0822.See file dsdata.txt to determine how the superseded data were derived.
 GB0822
 GB0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF567097(NAD 83)
 GB0822_MARKER: DD = SURVEY DISK
 GB0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0822_STAMPING: 25 2 1964
 GB0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0822+STABILITY: SURFACE MOTION
 GB0822
 GB0822  HISTORY     - Date     Condition        Report By
 GB0822  HISTORY     - 1964     MONUMENTED       TNHD
 GB0822
 GB0822                          STATION DESCRIPTION
 GB0822
 GB0822'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0822'2.1 MI SE FROM LAKE CITY.
 GB0822'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0822'AT LAKE CITY, GO SOUTHEAST ON U.S. HIGHWAY 25W FOR 2.1 MILES
 GB0822'TO THE MARK ON THE RIGHT.  THE MARK IS 53 FEET SOUTH OF A
 GB0822'TENNESSEE HIGHWAY RIGHT-OF-WAY MARKER, 25 FEET WEST OF THE
 GB0822'APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 2 FEET EAST OF TELEPHONE
 GB0822'POLE NO. 95, AND 2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 GB0822'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0822'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0822'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0204 ***********************************************************************
 GC0204  DESIGNATION -  25 2
 GC0204  PID         -  GC0204
 GC0204  STATE/COUNTY-  TN/SUMNER
 GC0204  USGS QUAD   -  BETHPAGE (1994)
 GC0204
 GC0204                         *CURRENT SURVEY CONTROL
 GC0204  ___________________________________________________________________
 GC0204* NAD 83(1986)-  36 23 45.     (N)    086 19 08.     (W)     SCALED    
 GC0204* NAVD 88     -       151.694  (meters)     497.68   (feet)  ADJUSTED  
 GC0204  ___________________________________________________________________
 GC0204  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0204  DYNAMIC HT  -         151.570 (meters)     497.28  (feet)  COMP
 GC0204  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 GC0204
 GC0204  VERT ORDER  -  SECOND    CLASS 0
 GC0204
 GC0204.The horizontal coordinates were scaled from a topographic map and have
 GC0204.an estimated accuracy of +/- 6 seconds.
 GC0204
 GC0204.The orthometric height was determined by differential leveling
 GC0204.and adjusted by the National Geodetic Survey in June 1991..
 GC0204
 GC0204.The geoid height was determined by GEOID03.
 GC0204
 GC0204.The dynamic height is computed by dividing the NAVD 88
 GC0204.geopotential number by the normal gravity value computed on the
 GC0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0204.degrees latitude (g = 980.6199 gals.).
 GC0204
 GC0204.The modeled gravity was interpolated from observed gravity values.
 GC0204
 GC0204;                    North         East    Units  Estimated Accuracy
 GC0204;SPC TN       -   228,880.      571,390.      MT  (+/- 180 meters Scaled)
 GC0204
 GC0204                          SUPERSEDED SURVEY CONTROL
 GC0204
 GC0204  NGVD 29 (??/??/92)  151.761  (m)          497.90   (f) ADJ UNCH    2 0
 GC0204
 GC0204.Superseded values are not recommended for survey control.
 GC0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0204.See file dsdata.txt to determine how the superseded data were derived.
 GC0204
 GC0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF610280(NAD 83)
 GC0204_MARKER: DD = SURVEY DISK
 GC0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0204_SP_SET: CULVERT
 GC0204_STAMPING: 25-2 1961
 GC0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0204
 GC0204  HISTORY     - Date     Condition        Report By
 GC0204  HISTORY     - 1961     MONUMENTED       TNHD
 GC0204
 GC0204                          STATION DESCRIPTION
 GC0204
 GC0204'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0204'8 MI E FROM GALLATIN.
 GC0204'FROM THE COURTHOUSE AT GALLATIN, GO 0.8 MILES NORTHEAST TO THE
 GC0204'INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND GO 6.9 MILES
 GC0204'TO A PAVED ROAD RIGHT.  THE MARK IS A STANDARD TENNESSEE BENCH
 GC0204'MARK FLUSH WITH THE SURFACE OF THE SOUTH END OF THE WEST WALL OF
 GC0204'AND 18 FOOT ROUND CONCRETE CULVERT PASSING UNDER THE PAVED ROAD
 GC0204'AND PARALLEL WITH STATE ROUTE 25, 30 FEET WEST OF CENTERLINE
 GC0204'OF PAVED ROAD, 55 FEET SOUTH OF CENTERLINE OF STATE ROUTE 25
 GC0204'AND IS ABOUT 1 FOOT LOWER THAN THE PAVEMENT.  THE DISK IS
 GC0204'CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0819 ***********************************************************************
 GB0819  DESIGNATION -  25 20
 GB0819  PID         -  GB0819
 GB0819  STATE/COUNTY-  TN/CAMPBELL
 GB0819  USGS QUAD   -  JACKSBORO (1991)
 GB0819
 GB0819                         *CURRENT SURVEY CONTROL
 GB0819  ___________________________________________________________________
 GB0819* NAD 83(1986)-  36 21 45.     (N)    084 08 25.     (W)     SCALED    
 GB0819* NAVD 88     -       335.309  (meters)    1100.09   (feet)  ADJUSTED  
 GB0819  ___________________________________________________________________
 GB0819  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB0819  DYNAMIC HT  -         335.010 (meters)    1099.11  (feet)  COMP
 GB0819  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 GB0819
 GB0819  VERT ORDER  -  SECOND    CLASS 0
 GB0819
 GB0819.The horizontal coordinates were scaled from a topographic map and have
 GB0819.an estimated accuracy of +/- 6 seconds.
 GB0819
 GB0819.The orthometric height was determined by differential leveling
 GB0819.and adjusted by the National Geodetic Survey in June 1991..
 GB0819
 GB0819.The geoid height was determined by GEOID03.
 GB0819
 GB0819.The dynamic height is computed by dividing the NAVD 88
 GB0819.geopotential number by the normal gravity value computed on the
 GB0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0819.degrees latitude (g = 980.6199 gals.).
 GB0819
 GB0819.The modeled gravity was interpolated from observed gravity values.
 GB0819
 GB0819;                    North         East    Units  Estimated Accuracy
 GB0819;SPC TN       -   226,720.      766,900.      MT  (+/- 180 meters Scaled)
 GB0819
 GB0819                          SUPERSEDED SURVEY CONTROL
 GB0819
 GB0819  NGVD 29 (??/??/92)  335.407  (m)         1100.41   (f) ADJ UNCH    2 0
 GB0819
 GB0819.Superseded values are not recommended for survey control.
 GB0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0819.See file dsdata.txt to determine how the superseded data were derived.
 GB0819
 GB0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF565279(NAD 83)
 GB0819_MARKER: DD = SURVEY DISK
 GB0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0819_SP_SET: CULVERT
 GB0819_STAMPING: 25 20 1965
 GB0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0819
 GB0819  HISTORY     - Date     Condition        Report By
 GB0819  HISTORY     - 1965     MONUMENTED       TNHD
 GB0819
 GB0819                          STATION DESCRIPTION
 GB0819
 GB0819'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0819'1.5 MI S FROM LA FOLLETTE.
 GB0819'FROM THE LA FOLLETTE JR. HIGH SCHOOL, GO 1.5 MILES SOUTHERLY ON
 GB0819'U.S. HIGHWAY 25W TO THE MARK ON THE LEFT, 16 FEET SOUTHEAST OF
 GB0819'THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 15 FEET SOUTHWEST
 GB0819'OF THE APPROXIMATE CENTER OF A ROAD LEADING NORTHERLY.  THE
 GB0819'MARK IS CEMENTED FLUSH IN A DRILLED HOLE IN THE APPROXIMATE
 GB0819'CENTER OF THE SOUTHEAST END OF A 1 FOOT PIPE CULVERT.  THE MARK
 GB0819'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, STAMPED 25-20
 GB0819'1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0820 ***********************************************************************
 GB0820  DESIGNATION -  25 3
 GB0820  PID         -  GB0820
 GB0820  STATE/COUNTY-  TN/ANDERSON
 GB0820  USGS QUAD   -  LAKE CITY (1973)
 GB0820
 GB0820                         *CURRENT SURVEY CONTROL
 GB0820  ___________________________________________________________________
 GB0820* NAD 83(1986)-  36 12 40.     (N)    084 09 00.     (W)     SCALED    
 GB0820* NAVD 88     -       273.085  (meters)     895.95   (feet)  ADJUSTED  
 GB0820  ___________________________________________________________________
 GB0820  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0820  DYNAMIC HT  -         272.839 (meters)     895.14  (feet)  COMP
 GB0820  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 GB0820
 GB0820  VERT ORDER  -  SECOND    CLASS 0
 GB0820
 GB0820.The horizontal coordinates were scaled from a topographic map and have
 GB0820.an estimated accuracy of +/- 6 seconds.
 GB0820
 GB0820.The orthometric height was determined by differential leveling
 GB0820.and adjusted by the National Geodetic Survey in June 1991..
 GB0820
 GB0820.The geoid height was determined by GEOID03.
 GB0820
 GB0820.The dynamic height is computed by dividing the NAVD 88
 GB0820.geopotential number by the normal gravity value computed on the
 GB0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0820.degrees latitude (g = 980.6199 gals.).
 GB0820
 GB0820.The modeled gravity was interpolated from observed gravity values.
 GB0820
 GB0820;                    North         East    Units  Estimated Accuracy
 GB0820;SPC TN       -   209,910.      766,340.      MT  (+/- 180 meters Scaled)
 GB0820
 GB0820                          SUPERSEDED SURVEY CONTROL
 GB0820
 GB0820  NGVD 29 (??/??/92)  273.203  (m)          896.33   (f) ADJ UNCH    2 0
 GB0820
 GB0820.Superseded values are not recommended for survey control.
 GB0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0820.See file dsdata.txt to determine how the superseded data were derived.
 GB0820
 GB0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF562111(NAD 83)
 GB0820_MARKER: DD = SURVEY DISK
 GB0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0820_STAMPING: 25 3 1964
 GB0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0820+STABILITY: SURFACE MOTION
 GB0820
 GB0820  HISTORY     - Date     Condition        Report By
 GB0820  HISTORY     - 1964     MONUMENTED       TNHD
 GB0820
 GB0820                          STATION DESCRIPTION
 GB0820
 GB0820'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0820'1.1 MI SE FROM LAKE CITY.
 GB0820'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0820'AT LAKE CITY, GO 1.1 MILES SOUTHEAST ON U.S. HIGHWAY 25W TO THE
 GB0820'MARK ON THE LEFT.  THE MARK IS APPROXIMATELY 50 YARDS
 GB0820'SOUTHEAST OF A TEXACO SERVICE STATION, 40 FEET SOUTHWEST OF
 GB0820'THE SOUTHWEST CORNER OR A WHITE FRAME HOUSE, 27 FEET NORTHEAST
 GB0820'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25 W AND 2 FEET
 GB0820'SOUTHEAST OF TELEPHONE POLE NO. 2.  THE MARK IS A STANDARD
 GB0820'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0820'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0198 ***********************************************************************
 GC0198  DESIGNATION -  25 3
 GC0198  PID         -  GC0198
 GC0198  STATE/COUNTY-  TN/SUMNER
 GC0198  USGS QUAD   -  BETHPAGE (1994)
 GC0198
 GC0198                         *CURRENT SURVEY CONTROL
 GC0198  ___________________________________________________________________
 GC0198* NAD 83(1986)-  36 23 55.     (N)    086 21 18.     (W)     SCALED    
 GC0198* NAVD 88     -       159.592  (meters)     523.59   (feet)  ADJUSTED  
 GC0198  ___________________________________________________________________
 GC0198  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0198  DYNAMIC HT  -         159.462 (meters)     523.17  (feet)  COMP
 GC0198  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 GC0198
 GC0198  VERT ORDER  -  SECOND    CLASS 0
 GC0198
 GC0198.The horizontal coordinates were scaled from a topographic map and have
 GC0198.an estimated accuracy of +/- 6 seconds.
 GC0198
 GC0198.The orthometric height was determined by differential leveling
 GC0198.and adjusted by the National Geodetic Survey in June 1991..
 GC0198
 GC0198.The geoid height was determined by GEOID03.
 GC0198
 GC0198.The dynamic height is computed by dividing the NAVD 88
 GC0198.geopotential number by the normal gravity value computed on the
 GC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0198.degrees latitude (g = 980.6199 gals.).
 GC0198
 GC0198.The modeled gravity was interpolated from observed gravity values.
 GC0198
 GC0198;                    North         East    Units  Estimated Accuracy
 GC0198;SPC TN       -   229,200.      568,150.      MT  (+/- 180 meters Scaled)
 GC0198
 GC0198                          SUPERSEDED SURVEY CONTROL
 GC0198
 GC0198  NGVD 29 (??/??/??)  159.69   (m)          523.9    (f) RESET       3  
 GC0198
 GC0198.Superseded values are not recommended for survey control.
 GC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0198.See file dsdata.txt to determine how the superseded data were derived.
 GC0198
 GC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF578283(NAD 83)
 GC0198_MARKER: DD = SURVEY DISK
 GC0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0198_SP_SET: CULVERT
 GC0198_STAMPING: 25-3 1961
 GC0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0198
 GC0198  HISTORY     - Date     Condition        Report By
 GC0198  HISTORY     - 1961     MONUMENTED       TNHD
 GC0198
 GC0198                          STATION DESCRIPTION
 GC0198
 GC0198'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0198'6 MI E FROM GALLATIN.
 GC0198'FROM THE COURTHOUSE AT GALLATIN GO 0.8 MILES NORTHEAST ON U.S.
 GC0198'31E. TO THE INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND
 GC0198'GO 4.8 MILES ON STATE ROUTE 25 TO A 5 FOOT ROUND CONCRETE CULVERT.
 GC0198'THE MARK IS 23.5 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 25.
 GC0198'THE MARK IS A STANDARD TENNESSEE BENCH MARK CEMENTED IN A DRILL
 GC0198'HOLE FLUSH WITH THE SURFACE OF THE WEST END OF THE NORTH HEADWALL
 GC0198'OF THE CULVERT ABOUT 1 INCH LOWER THAN THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0197 ***********************************************************************
 GC0197  DESIGNATION -  25 4
 GC0197  PID         -  GC0197
 GC0197  STATE/COUNTY-  TN/SUMNER
 GC0197  USGS QUAD   -  GALLATIN (1983)
 GC0197
 GC0197                         *CURRENT SURVEY CONTROL
 GC0197  ___________________________________________________________________
 GC0197* NAD 83(1986)-  36 23 44.     (N)    086 22 33.     (W)     SCALED    
 GC0197* NAVD 88     -       170.820  (meters)     560.43   (feet)  ADJUSTED  
 GC0197  ___________________________________________________________________
 GC0197  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0197  DYNAMIC HT  -         170.680 (meters)     559.97  (feet)  COMP
 GC0197  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GC0197
 GC0197  VERT ORDER  -  SECOND    CLASS 0
 GC0197
 GC0197.The horizontal coordinates were scaled from a topographic map and have
 GC0197.an estimated accuracy of +/- 6 seconds.
 GC0197
 GC0197.The orthometric height was determined by differential leveling
 GC0197.and adjusted by the National Geodetic Survey in June 1991..
 GC0197
 GC0197.The geoid height was determined by GEOID03.
 GC0197
 GC0197.The dynamic height is computed by dividing the NAVD 88
 GC0197.geopotential number by the normal gravity value computed on the
 GC0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0197.degrees latitude (g = 980.6199 gals.).
 GC0197
 GC0197.The modeled gravity was interpolated from observed gravity values.
 GC0197
 GC0197;                    North         East    Units  Estimated Accuracy
 GC0197;SPC TN       -   228,870.      566,280.      MT  (+/- 180 meters Scaled)
 GC0197
 GC0197                          SUPERSEDED SURVEY CONTROL
 GC0197
 GC0197  NGVD 29 (??/??/92)  170.890  (m)          560.66   (f) ADJ UNCH    2 0
 GC0197
 GC0197.Superseded values are not recommended for survey control.
 GC0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0197.See file dsdata.txt to determine how the superseded data were derived.
 GC0197
 GC0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF559280(NAD 83)
 GC0197_MARKER: DD = SURVEY DISK
 GC0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0197_SP_SET: WALL
 GC0197_STAMPING: 25-4 1961
 GC0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0197
 GC0197  HISTORY     - Date     Condition        Report By
 GC0197  HISTORY     - 1961     MONUMENTED       TNHD
 GC0197
 GC0197                          STATION DESCRIPTION
 GC0197
 GC0197'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0197'4 MI E FROM GALLATIN.
 GC0197'FROM THE COURTHOUSE AT GALLATIN, GO 0.8 MILE NORTHEAST TO THE
 GC0197'INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND GO 3.6 MILES TO
 GC0197'A CONCRETE UNDERPASS FOR LIVESTOCK PASSING UNDER STATE ROUTE
 GC0197'25.  THE MARK IS LOCATED 25.5 FEET NORTHEAST OF CENTERLINE OF
 GC0197'STATE ROUTE 25, 8 INCHES LOWER THAN THE PAVEMENT.  THE MARK IS A
 GC0197'STANDARD TENNESSEE BENCH MARK, CEMENTED IN A DRILLED HOLE,
 GC0197'FLUSH WITH THE SURFACE OF THE WEST END OF THE NORTH CONCRETE
 GC0197'WALL OF THE UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0838 ***********************************************************************
 GB0838  DESIGNATION -  25 4
 GB0838  PID         -  GB0838
 GB0838  STATE/COUNTY-  TN/ANDERSON
 GB0838  USGS QUAD   -  LAKE CITY (1973)
 GB0838
 GB0838                         *CURRENT SURVEY CONTROL
 GB0838  ___________________________________________________________________
 GB0838* NAD 83(1986)-  36 07 38.     (N)    084 08 47.     (W)     SCALED    
 GB0838* NAVD 88     -       291.849  (meters)     957.51   (feet)  ADJUSTED  
 GB0838  ___________________________________________________________________
 GB0838  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB0838  DYNAMIC HT  -         291.584 (meters)     956.64  (feet)  COMP
 GB0838  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 GB0838
 GB0838  VERT ORDER  -  SECOND    CLASS 0
 GB0838
 GB0838.The horizontal coordinates were scaled from a topographic map and have
 GB0838.an estimated accuracy of +/- 6 seconds.
 GB0838
 GB0838.The orthometric height was determined by differential leveling
 GB0838.and adjusted by the National Geodetic Survey in June 1991..
 GB0838
 GB0838.The geoid height was determined by GEOID03.
 GB0838
 GB0838.The dynamic height is computed by dividing the NAVD 88
 GB0838.geopotential number by the normal gravity value computed on the
 GB0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0838.degrees latitude (g = 980.6199 gals.).
 GB0838
 GB0838.The modeled gravity was interpolated from observed gravity values.
 GB0838
 GB0838;                    North         East    Units  Estimated Accuracy
 GB0838;SPC TN       -   200,610.      766,840.      MT  (+/- 180 meters Scaled)
 GB0838
 GB0838                          SUPERSEDED SURVEY CONTROL
 GB0838
 GB0838  NGVD 29 (??/??/92)  291.983  (m)          957.95   (f) ADJ UNCH    2 0
 GB0838
 GB0838.Superseded values are not recommended for survey control.
 GB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0838.See file dsdata.txt to determine how the superseded data were derived.
 GB0838
 GB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF568018(NAD 83)
 GB0838_MARKER: DD = SURVEY DISK
 GB0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0838_SP_SET: GAS PUMP FOUNDATION
 GB0838_STAMPING: 25 4 1964
 GB0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0838
 GB0838  HISTORY     - Date     Condition        Report By
 GB0838  HISTORY     - 1964     MONUMENTED       TNHD
 GB0838  HISTORY     - 1965     GOOD             TNHD
 GB0838
 GB0838                          STATION DESCRIPTION
 GB0838
 GB0838'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0838'7.1 MI S FROM LAKE CITY.
 GB0838'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0838'AT LAKE CITY, GO SOUTH FOR 7.1 MILES ON U.S. HIGHWAY 25W, TO
 GB0838'THE MARK ON THE RIGHT.  THE MARK IS 40 FEET SOUTHEAST OF A
 GB0838'DRIVE LEADING SOUTHEAST TO A BROWN SHINGLED HOUSE AND 32 FEET
 GB0838'SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W.  THE
 GB0838'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 GB0838'FLUSH IN A DRILLED HOLE IN THE TOP OF AN ABANDONED 4 X 12 FOOT,
 GB0838'CONCRETE, GAS PUMP FOUNDATION, 4 FEET NORTHWEST OF THE
 GB0838'SOUTHEAST END OF THE FOUNDATION AND ABOUT 1 FOOT ABOVE THE LEVEL
 GB0838'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0790 ***********************************************************************
 GB0790  DESIGNATION -  25 5
 GB0790  PID         -  GB0790
 GB0790  STATE/COUNTY-  TN/ANDERSON
 GB0790  USGS QUAD   -  POWELL (1976)
 GB0790
 GB0790                         *CURRENT SURVEY CONTROL
 GB0790  ___________________________________________________________________
 GB0790* NAD 83(1986)-  36 02 33.     (N)    084 06 40.     (W)     SCALED    
 GB0790* NAVD 88     -       260.134  (meters)     853.46   (feet)  ADJUSTED  
 GB0790  ___________________________________________________________________
 GB0790  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB0790  DYNAMIC HT  -         259.893 (meters)     852.67  (feet)  COMP
 GB0790  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 GB0790
 GB0790  VERT ORDER  -  SECOND    CLASS 0
 GB0790
 GB0790.The horizontal coordinates were scaled from a topographic map and have
 GB0790.an estimated accuracy of +/- 6 seconds.
 GB0790
 GB0790.The orthometric height was determined by differential leveling
 GB0790.and adjusted by the National Geodetic Survey in June 1991..
 GB0790
 GB0790.The geoid height was determined by GEOID03.
 GB0790
 GB0790.The dynamic height is computed by dividing the NAVD 88
 GB0790.geopotential number by the normal gravity value computed on the
 GB0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0790.degrees latitude (g = 980.6199 gals.).
 GB0790
 GB0790.The modeled gravity was interpolated from observed gravity values.
 GB0790
 GB0790;                    North         East    Units  Estimated Accuracy
 GB0790;SPC TN       -   191,270.      770,200.      MT  (+/- 180 meters Scaled)
 GB0790
 GB0790                          SUPERSEDED SURVEY CONTROL
 GB0790
 GB0790  NGVD 29 (??/??/92)  260.262  (m)          853.88   (f) ADJ UNCH    2 0
 GB0790
 GB0790.Superseded values are not recommended for survey control.
 GB0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0790.See file dsdata.txt to determine how the superseded data were derived.
 GB0790
 GB0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE602925(NAD 83)
 GB0790_MARKER: DD = SURVEY DISK
 GB0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0790_SP_SET: CULVERT
 GB0790_STAMPING: 25-5-1964
 GB0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0790
 GB0790  HISTORY     - Date     Condition        Report By
 GB0790  HISTORY     - 1964     MONUMENTED       TNHD
 GB0790  HISTORY     - 1967     GOOD             NGS
 GB0790
 GB0790                          STATION DESCRIPTION
 GB0790
 GB0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0790'4.6 MI SE FROM CLINTON.
 GB0790'ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0790'COURTHOUSE AT CLINTON, IN THE NORTHWEST CORNER OF THE INTERSECTION
 GB0790'OF RACOON VALLEY ROAD, ABOUT 80 YARDS EAST OF THE SOUTHEAST
 GB0790'CORNER OF THE CLAXTON SCHOOL, SET ON THE TOP OF THE NORTH END
 GB0790'OF A L SHAPED HEAD WALL FOR A 30-INCH PIPE CULVERT UNDER THE
 GB0790'ROAD, 47 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANES
 GB0790'OF THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0191 ***********************************************************************
 GC0191  DESIGNATION -  25 5
 GC0191  PID         -  GC0191
 GC0191  STATE/COUNTY-  TN/SUMNER
 GC0191  USGS QUAD   -  GALLATIN (1983)
 GC0191
 GC0191                         *CURRENT SURVEY CONTROL
 GC0191  ___________________________________________________________________
 GC0191* NAD 83(1986)-  36 23 38.     (N)    086 25 03.     (W)     SCALED    
 GC0191* NAVD 88     -       197.929  (meters)     649.37   (feet)  ADJUSTED  
 GC0191  ___________________________________________________________________
 GC0191  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0191  DYNAMIC HT  -         197.767 (meters)     648.84  (feet)  COMP
 GC0191  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 GC0191
 GC0191  VERT ORDER  -  SECOND    CLASS 0
 GC0191
 GC0191.The horizontal coordinates were scaled from a topographic map and have
 GC0191.an estimated accuracy of +/- 6 seconds.
 GC0191
 GC0191.The orthometric height was determined by differential leveling
 GC0191.and adjusted by the National Geodetic Survey in June 1991..
 GC0191
 GC0191.The geoid height was determined by GEOID03.
 GC0191
 GC0191.The dynamic height is computed by dividing the NAVD 88
 GC0191.geopotential number by the normal gravity value computed on the
 GC0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0191.degrees latitude (g = 980.6199 gals.).
 GC0191
 GC0191.The modeled gravity was interpolated from observed gravity values.
 GC0191
 GC0191;                    North         East    Units  Estimated Accuracy
 GC0191;SPC TN       -   228,700.      562,550.      MT  (+/- 180 meters Scaled)
 GC0191
 GC0191                          SUPERSEDED SURVEY CONTROL
 GC0191
 GC0191  NGVD 29 (??/??/92)  198.000  (m)          649.61   (f) ADJ UNCH    2 0
 GC0191
 GC0191.Superseded values are not recommended for survey control.
 GC0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0191.See file dsdata.txt to determine how the superseded data were derived.
 GC0191
 GC0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF522277(NAD 83)
 GC0191_MARKER: DD = SURVEY DISK
 GC0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0191_SP_SET: SIDEWALK
 GC0191_STAMPING: 25-5 1961
 GC0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0191
 GC0191  HISTORY     - Date     Condition        Report By
 GC0191  HISTORY     - 1961     MONUMENTED       TNHD
 GC0191
 GC0191                          STATION DESCRIPTION
 GC0191
 GC0191'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0191'2 MI E FROM GALLATIN.
 GC0191'FROM THE COURTHOUSE IN GALLATIN, GO 0.8 MI. NORTHEAST TO THE
 GC0191'INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND GO 1.2 MILES TO
 GC0191'A DRIVEWAY ON THE LEFT AT THE POWELL RESIDENCE.  THE MARK IS
 GC0191'LOCATED 35.5 FEET NORTHWEST OF CENTERLINE OF STATE ROUTE 25, 14
 GC0191'FEET NORTHEAST OF CENTERLINE OF DRIVEWAY, 83 FEET SOUTHEAST OF
 GC0191'SOUTHEAST CORNER OF BRICK RESIDENCE AND ABOUT 4 INCHES HIGHER THAN
 GC0191'THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE BENCH MARK,
 GC0191'CEMENTED IN A DRILLED HOLE, FLUSH WITH THE SURFACE OF A CONCRETE
 GC0191'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0791 ***********************************************************************
 GB0791  DESIGNATION -  25 6
 GB0791  PID         -  GB0791
 GB0791  STATE/COUNTY-  TN/ANDERSON
 GB0791  USGS QUAD   -  POWELL (1976)
 GB0791
 GB0791                         *CURRENT SURVEY CONTROL
 GB0791  ___________________________________________________________________
 GB0791* NAD 83(1986)-  36 01 57.     (N)    084 05 52.     (W)     SCALED    
 GB0791* NAVD 88     -       246.840  (meters)     809.84   (feet)  ADJUSTED  
 GB0791  ___________________________________________________________________
 GB0791  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GB0791  DYNAMIC HT  -         246.611 (meters)     809.09  (feet)  COMP
 GB0791  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 GB0791
 GB0791  VERT ORDER  -  SECOND    CLASS 0
 GB0791
 GB0791.The horizontal coordinates were scaled from a topographic map and have
 GB0791.an estimated accuracy of +/- 6 seconds.
 GB0791
 GB0791.The orthometric height was determined by differential leveling
 GB0791.and adjusted by the National Geodetic Survey in June 1991..
 GB0791
 GB0791.The geoid height was determined by GEOID03.
 GB0791
 GB0791.The dynamic height is computed by dividing the NAVD 88
 GB0791.geopotential number by the normal gravity value computed on the
 GB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0791.degrees latitude (g = 980.6199 gals.).
 GB0791
 GB0791.The modeled gravity was interpolated from observed gravity values.
 GB0791
 GB0791;                    North         East    Units  Estimated Accuracy
 GB0791;SPC TN       -   190,190.      771,420.      MT  (+/- 180 meters Scaled)
 GB0791
 GB0791                          SUPERSEDED SURVEY CONTROL
 GB0791
 GB0791  NGVD 29 (??/??/92)  246.968  (m)          810.26   (f) ADJ UNCH    2 0
 GB0791
 GB0791.Superseded values are not recommended for survey control.
 GB0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0791.See file dsdata.txt to determine how the superseded data were derived.
 GB0791
 GB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE614914(NAD 83)
 GB0791_MARKER: DD = SURVEY DISK
 GB0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0791_SP_SET: ABUTMENT
 GB0791_STAMPING: 25-6 1964
 GB0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0791
 GB0791  HISTORY     - Date     Condition        Report By
 GB0791  HISTORY     - 1964     MONUMENTED       TNHD
 GB0791  HISTORY     - 1965     GOOD             TNHD
 GB0791
 GB0791                          STATION DESCRIPTION
 GB0791
 GB0791'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0791'5.4 MI S FROM CLINTON.
 GB0791'FROM THE COURT HOUSE AT CLINTON, GO SOUTH ON U.S. HIGHWAY 25W
 GB0791'FOR 5.45 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 29 FEET
 GB0791'SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W.  THE
 GB0791'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GB0791'FLUSH IN A DRILLED HOLE IN THE TOP OF THE SOUTH ABUTMENT OF A
 GB0791'282 FOOT CONCRETE BRIDGE OVER BULL RUN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0190 ***********************************************************************
 GC0190  DESIGNATION -  25 6
 GC0190  PID         -  GC0190
 GC0190  STATE/COUNTY-  TN/SUMNER
 GC0190  USGS QUAD   -  GALLATIN (1983)
 GC0190
 GC0190                         *CURRENT SURVEY CONTROL
 GC0190  ___________________________________________________________________
 GC0190* NAD 83(1986)-  36 23 29.     (N)    086 26 08.     (W)     SCALED    
 GC0190* NAVD 88     -       171.577  (meters)     562.92   (feet)  ADJUSTED  
 GC0190  ___________________________________________________________________
 GC0190  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0190  DYNAMIC HT  -         171.436 (meters)     562.45  (feet)  COMP
 GC0190  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GC0190
 GC0190  VERT ORDER  -  SECOND    CLASS 0
 GC0190
 GC0190.The horizontal coordinates were scaled from a topographic map and have
 GC0190.an estimated accuracy of +/- 6 seconds.
 GC0190
 GC0190.The orthometric height was determined by differential leveling
 GC0190.and adjusted by the National Geodetic Survey in June 1991..
 GC0190
 GC0190.The geoid height was determined by GEOID03.
 GC0190
 GC0190.The dynamic height is computed by dividing the NAVD 88
 GC0190.geopotential number by the normal gravity value computed on the
 GC0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0190.degrees latitude (g = 980.6199 gals.).
 GC0190
 GC0190.The modeled gravity was interpolated from observed gravity values.
 GC0190
 GC0190;                    North         East    Units  Estimated Accuracy
 GC0190;SPC TN       -   228,430.      560,920.      MT  (+/- 180 meters Scaled)
 GC0190
 GC0190                          SUPERSEDED SURVEY CONTROL
 GC0190
 GC0190  NGVD 29 (??/??/92)  171.654  (m)          563.17   (f) ADJ UNCH    2 0
 GC0190
 GC0190.Superseded values are not recommended for survey control.
 GC0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0190.See file dsdata.txt to determine how the superseded data were derived.
 GC0190
 GC0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF506275(NAD 83)
 GC0190_MARKER: DD = SURVEY DISK
 GC0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0190_STAMPING: 25-6 1961
 GC0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0190+STABILITY: SURFACE MOTION
 GC0190
 GC0190  HISTORY     - Date     Condition        Report By
 GC0190  HISTORY     - 1961     MONUMENTED       TNHD
 GC0190
 GC0190                          STATION DESCRIPTION
 GC0190
 GC0190'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0190'0.8 MI NE FROM GALLATIN.
 GC0190'FROM THE COURTHOUSE AT GALLATIN, GO 0.8 MILE TO THE INTERSECTION
 GC0190'OF STATE ROUTE 25 AND THE MARK.  THE MARK IS LOCATED 32 FEET
 GC0190'NORTHWEST OF THE CENTERLINE OF STATE ROUTE 25, 37 FEET EAST
 GC0190'OF THE CENTERLINE OF U.S. 31E AND ABOUT 4 INCHES HIGHER THAN THE
 GC0190'PAVEMENT.  THE MARK IS A STANDARD TENNESSEE BENCH MARK, CEMENTED
 GC0190'IN A DRILLED HOLE, FLUSH WITH THE SURFACE OF A CONCRETE DIVIDING
 GC0190'SECTION IN THE CENTER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0792 ***********************************************************************
 GB0792  DESIGNATION -  25 7
 GB0792  PID         -  GB0792
 GB0792  STATE/COUNTY-  TN/ANDERSON
 GB0792  USGS QUAD   -  POWELL (1976)
 GB0792
 GB0792                         *CURRENT SURVEY CONTROL
 GB0792  ___________________________________________________________________
 GB0792* NAD 83(1986)-  36 01 32.     (N)    084 04 53.     (W)     SCALED    
 GB0792* NAVD 88     -       296.541  (meters)     972.90   (feet)  ADJUSTED  
 GB0792  ___________________________________________________________________
 GB0792  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0792  DYNAMIC HT  -         296.266 (meters)     972.00  (feet)  COMP
 GB0792  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GB0792
 GB0792  VERT ORDER  -  SECOND    CLASS 0
 GB0792
 GB0792.The horizontal coordinates were scaled from a topographic map and have
 GB0792.an estimated accuracy of +/- 6 seconds.
 GB0792
 GB0792.The orthometric height was determined by differential leveling
 GB0792.and adjusted by the National Geodetic Survey in June 1991..
 GB0792
 GB0792.The geoid height was determined by GEOID03.
 GB0792
 GB0792.The dynamic height is computed by dividing the NAVD 88
 GB0792.geopotential number by the normal gravity value computed on the
 GB0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0792.degrees latitude (g = 980.6199 gals.).
 GB0792
 GB0792.The modeled gravity was interpolated from observed gravity values.
 GB0792
 GB0792;                    North         East    Units  Estimated Accuracy
 GB0792;SPC TN       -   189,450.      772,910.      MT  (+/- 180 meters Scaled)
 GB0792
 GB0792                          SUPERSEDED SURVEY CONTROL
 GB0792
 GB0792  NGVD 29 (??/??/92)  296.669  (m)          973.32   (f) ADJ UNCH    2 0
 GB0792
 GB0792.Superseded values are not recommended for survey control.
 GB0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0792.See file dsdata.txt to determine how the superseded data were derived.
 GB0792
 GB0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE629907(NAD 83)
 GB0792_MARKER: DD = SURVEY DISK
 GB0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0792_STAMPING: 25-7 1964
 GB0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0792+STABILITY: SURFACE MOTION
 GB0792
 GB0792  HISTORY     - Date     Condition        Report By
 GB0792  HISTORY     - 1964     MONUMENTED       TNHD
 GB0792  HISTORY     - 1965     GOOD             TNHD
 GB0792
 GB0792                          STATION DESCRIPTION
 GB0792
 GB0792'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0792'6.4 MI S FROM CLINTON.
 GB0792'FROM THE COURT HOUSE AT CLINTON, GO SOUTH ON U.S. HIGHWAY 25W
 GB0792'FOR 6.45 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 96 FEET
 GB0792'NORTH OF THE NORTH CORNER OF THE ETHERTONS MOTEL AND CAFE,
 GB0792'62 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W,
 GB0792'1.4 FEET NORTHEAST OF TELEPHONE POLE NO. 53 AND 2.0 FEET NORTHWEST
 GB0792'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GB0792'TENNESSEE HIGHWAY DEPARTMENT DISK, SET IN THE TOP OF A 10-INCH
 GB0792'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0793 ***********************************************************************
 GB0793  DESIGNATION -  25 8
 GB0793  PID         -  GB0793
 GB0793  STATE/COUNTY-  TN/ANDERSON
 GB0793  USGS QUAD   -  POWELL (1976)
 GB0793
 GB0793                         *CURRENT SURVEY CONTROL
 GB0793  ___________________________________________________________________
 GB0793* NAD 83(1986)-  36 01 46.     (N)    084 04 07.     (W)     SCALED    
 GB0793* NAVD 88     -       351.689  (meters)    1153.83   (feet)  ADJUSTED  
 GB0793  ___________________________________________________________________
 GB0793  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0793  DYNAMIC HT  -         351.363 (meters)    1152.76  (feet)  COMP
 GB0793  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 GB0793
 GB0793  VERT ORDER  -  SECOND    CLASS 0
 GB0793
 GB0793.The horizontal coordinates were scaled from a topographic map and have
 GB0793.an estimated accuracy of +/- 6 seconds.
 GB0793
 GB0793.The orthometric height was determined by differential leveling
 GB0793.and adjusted by the National Geodetic Survey in June 1991..
 GB0793
 GB0793.The geoid height was determined by GEOID03.
 GB0793
 GB0793.The dynamic height is computed by dividing the NAVD 88
 GB0793.geopotential number by the normal gravity value computed on the
 GB0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0793.degrees latitude (g = 980.6199 gals.).
 GB0793
 GB0793.The modeled gravity was interpolated from observed gravity values.
 GB0793
 GB0793;                    North         East    Units  Estimated Accuracy
 GB0793;SPC TN       -   189,900.      774,060.      MT  (+/- 180 meters Scaled)
 GB0793
 GB0793                          SUPERSEDED SURVEY CONTROL
 GB0793
 GB0793  NGVD 29 (??/??/92)  351.818  (m)         1154.26   (f) ADJ UNCH    2 0
 GB0793
 GB0793.Superseded values are not recommended for survey control.
 GB0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0793.See file dsdata.txt to determine how the superseded data were derived.
 GB0793
 GB0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE641911(NAD 83)
 GB0793_MARKER: DD = SURVEY DISK
 GB0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0793_STAMPING: 25-8 1964
 GB0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0793+STABILITY: SURFACE MOTION
 GB0793
 GB0793  HISTORY     - Date     Condition        Report By
 GB0793  HISTORY     - 1964     MONUMENTED       TNHD
 GB0793  HISTORY     - 1965     GOOD             TNHD
 GB0793
 GB0793                          STATION DESCRIPTION
 GB0793
 GB0793'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0793'7.4 MI S FROM CLINTON.
 GB0793'FROM THE COURT HOUSE IN CLINTON, GO SOUTHERLY ON U.S. HIGHWAY 25W
 GB0793'FOR 7.35 MILES TO THE MARK ON THE LEFT.  THE MARK IS APPROXIMATELY
 GB0793'50 YARDS EAST OF THE EL TORE RESTAURANT, 61 FEET NORTH OF THE
 GB0793'APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 2 FEET SOUTH OF A
 GB0793'TELEPHONE POLE AND 2 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 GB0793'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0793'IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GB0793'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0795 ***********************************************************************
 GB0795  DESIGNATION -  25 9
 GB0795  PID         -  GB0795
 GB0795  STATE/COUNTY-  TN/ANDERSON
 GB0795  USGS QUAD   -  POWELL (1976)
 GB0795
 GB0795                         *CURRENT SURVEY CONTROL
 GB0795  ___________________________________________________________________
 GB0795* NAD 83(1986)-  36 01 16.     (N)    084 03 23.     (W)     SCALED    
 GB0795* NAVD 88     -       321.676  (meters)    1055.37   (feet)  ADJUSTED  
 GB0795  ___________________________________________________________________
 GB0795  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0795  DYNAMIC HT  -         321.376 (meters)    1054.38  (feet)  COMP
 GB0795  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 GB0795
 GB0795  VERT ORDER  -  SECOND    CLASS 0
 GB0795
 GB0795.The horizontal coordinates were scaled from a topographic map and have
 GB0795.an estimated accuracy of +/- 6 seconds.
 GB0795
 GB0795.The orthometric height was determined by differential leveling
 GB0795.and adjusted by the National Geodetic Survey in June 1991..
 GB0795
 GB0795.The geoid height was determined by GEOID03.
 GB0795
 GB0795.The dynamic height is computed by dividing the NAVD 88
 GB0795.geopotential number by the normal gravity value computed on the
 GB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0795.degrees latitude (g = 980.6199 gals.).
 GB0795
 GB0795.The modeled gravity was interpolated from observed gravity values.
 GB0795
 GB0795;                    North         East    Units  Estimated Accuracy
 GB0795;SPC TN       -   189,000.      775,180.      MT  (+/- 180 meters Scaled)
 GB0795
 GB0795                          SUPERSEDED SURVEY CONTROL
 GB0795
 GB0795  NGVD 29 (??/??/92)  321.803  (m)         1055.78   (f) ADJ UNCH    2 0
 GB0795
 GB0795.Superseded values are not recommended for survey control.
 GB0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0795.See file dsdata.txt to determine how the superseded data were derived.
 GB0795
 GB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE652902(NAD 83)
 GB0795_MARKER: DD = SURVEY DISK
 GB0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0795_STAMPING: 25-9 1964
 GB0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0795+STABILITY: SURFACE MOTION
 GB0795
 GB0795  HISTORY     - Date     Condition        Report By
 GB0795  HISTORY     - 1964     MONUMENTED       TNHD
 GB0795  HISTORY     - 1965     GOOD             TNHD
 GB0795
 GB0795                          STATION DESCRIPTION
 GB0795
 GB0795'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0795'4.6 MI NW FROM NORWOOD.
 GB0795'FROM THE FOUNTAIN CITY, NORWOOD BRANCH, BANK IN NORWOOD, GO
 GB0795'NORTHWEST ON U.S. HIGHWAY 25W FOR 4.6 MILES TO THE MARK ON THE LEFT.
 GB0795'THE MARK IS 78 FEET NORTH OF THE NORTHEAST CORNER OF THE KNOX
 GB0795'COUNTY, NORWOOD-POWELL FIRE DEPARTMENT, 53 FEET SOUTHEAST OF THE
 GB0795'APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 2 FEET NORTH OF POWER
 GB0795'POLE NO. 5 72040A AND 2.0 FEET NORTH OF A METAL WITNESS POST
 GB0795'WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0795'DISK, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GB0795'FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1829 ***********************************************************************
 GA1829  DESIGNATION -  250
 GA1829  PID         -  GA1829
 GA1829  STATE/COUNTY-  TN/JEFFERSON
 GA1829  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1829
 GA1829                         *CURRENT SURVEY CONTROL
 GA1829  ___________________________________________________________________
 GA1829* NAD 83(1986)-  36 07 22.     (N)    083 29 35.     (W)     SCALED    
 GA1829* NAVD 88     -       367.026  (meters)    1204.15   (feet)  POSTED    
 GA1829  ___________________________________________________________________
 GA1829  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA1829  DYNAMIC HT  -         366.690 (meters)    1203.05  (feet)  COMP
 GA1829  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA1829
 GA1829  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GA1829
 GA1829.The horizontal coordinates were scaled from a topographic map and have
 GA1829.an estimated accuracy of +/- 6 seconds.
 GA1829
 GA1829.The orthometric height was determined by differential leveling
 GA1829.and adjusted by the National Geodetic Survey in 1992..
 GA1829.No vertical observational check was made to the station.
 GA1829.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GA1829.was located on a no-check spur therefore a value was not computed.
 GA1829
 GA1829.The geoid height was determined by GEOID03.
 GA1829
 GA1829.The dynamic height is computed by dividing the NAVD 88
 GA1829.geopotential number by the normal gravity value computed on the
 GA1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1829.degrees latitude (g = 980.6199 gals.).
 GA1829
 GA1829.The modeled gravity was interpolated from observed gravity values.
 GA1829
 GA1829;                    North         East    Units  Estimated Accuracy
 GA1829;SPC TN       -   201,430.      825,650.      MT  (+/- 180 meters Scaled)
 GA1829
 GA1829                          SUPERSEDED SURVEY CONTROL
 GA1829
 GA1829  NGVD 29 (??/??/92)  367.152  (m)         1204.56   (f) ADJ UNCH    1 2
 GA1829
 GA1829.Superseded values are not recommended for survey control.
 GA1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1829.See file dsdata.txt to determine how the superseded data were derived.
 GA1829
 GA1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA756004(NAD 83)
 GA1829_MARKER: DD = SURVEY DISK
 GA1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1829_STAMPING: 254
 GA1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1829+STABILITY: SURFACE MOTION
 GA1829
 GA1829  HISTORY     - Date     Condition        Report By
 GA1829  HISTORY     - UNK      MONUMENTED       TNGS
 GA1829  HISTORY     - 1949     GOOD             NGS
 GA1829  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1829
 GA1829                          STATION DESCRIPTION
 GA1829
 GA1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA1829'AT JEFFERSON CITY.
 GA1829'AT JEFFERSON CITY, AT THE CORNER OF CARSON NEWMAN COLLEGE,
 GA1829'200 FEET NORTHWEST OF THE SARAH SWANN HOME, 33 FEET NORTHEAST OF
 GA1829'THE CONCRETE OBSERVATION TOWER, 30 FEET NORTH OF A TENNIS COURT
 GA1829'BACKSTOP, SOUTH OF STATE HIGHWAY 34, AND 6 FEET WEST OF A PECAN
 GA1829'TREE IN A SMALL ORCHARD.  A STATE SURVEY STANDARD DISK, STAMPED
 GA1829'254 AND SET IN A CONCRETE POST.
 GA1829
 GA1829                          STATION RECOVERY (1967)
 GA1829
 GA1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0591 ***********************************************************************
 GC0591  DESIGNATION -  25006
 GC0591  PID         -  GC0591
 GC0591  STATE/COUNTY-  TN/DAVIDSON
 GC0591  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0591
 GC0591                         *CURRENT SURVEY CONTROL
 GC0591  ___________________________________________________________________
 GC0591* NAD 83(1986)-  36 09 11.     (N)    086 49 29.     (W)     SCALED    
 GC0591* NAVD 88     -       187.032  (meters)     613.62   (feet)  ADJUSTED  
 GC0591  ___________________________________________________________________
 GC0591  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0591  DYNAMIC HT  -         186.872 (meters)     613.10  (feet)  COMP
 GC0591  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GC0591
 GC0591  VERT ORDER  -  SECOND    CLASS 0
 GC0591
 GC0591.The horizontal coordinates were scaled from a topographic map and have
 GC0591.an estimated accuracy of +/- 6 seconds.
 GC0591
 GC0591.The orthometric height was determined by differential leveling
 GC0591.and adjusted by the National Geodetic Survey in June 1991..
 GC0591
 GC0591.The geoid height was determined by GEOID03.
 GC0591
 GC0591.The dynamic height is computed by dividing the NAVD 88
 GC0591.geopotential number by the normal gravity value computed on the
 GC0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0591.degrees latitude (g = 980.6199 gals.).
 GC0591
 GC0591.The modeled gravity was interpolated from observed gravity values.
 GC0591
 GC0591;                    North         East    Units  Estimated Accuracy
 GC0591;SPC TN       -   202,210.      525,790.      MT  (+/- 180 meters Scaled)
 GC0591
 GC0591                          SUPERSEDED SURVEY CONTROL
 GC0591
 GC0591  NGVD 29 (??/??/92)  187.051  (m)          613.68   (f) ADJ UNCH    2 0
 GC0591
 GC0591.Superseded values are not recommended for survey control.
 GC0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0591.See file dsdata.txt to determine how the superseded data were derived.
 GC0591
 GC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157009(NAD 83)
 GC0591_MARKER: DD = SURVEY DISK
 GC0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0591_STAMPING: 25006
 GC0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0591+STABILITY: SURFACE MOTION
 GC0591
 GC0591  HISTORY     - Date     Condition        Report By
 GC0591  HISTORY     - UNK      MONUMENTED       TNGS
 GC0591  HISTORY     - 1959     GOOD             NGS
 GC0591
 GC0591                          STATION DESCRIPTION
 GC0591
 GC0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0591'AT NASHVILLE.
 GC0591'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0591'NASHVILLE, GO EAST ON CHARLOTTE ROAD (U.S. HIGHWAY 70 N) FOR
 GC0591'1.0 MILE, ABOUT 165 FT. WEST OF THE CENTER OF 33RD AV. N., 6.5
 GC0591'FT. SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK WALL IN
 GC0591'FRONT OF HOUSE NO. 3306, AND 0.8 FT. NORTH OF THE NORTH CURB OF
 GC0591'CHARLOTTE ROAD, A DISK SET IN TOP OF A 4 BY 4 INCH CONCRETE
 GC0591'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0376 ***********************************************************************
 GC0376  DESIGNATION -  25062
 GC0376  PID         -  GC0376
 GC0376  STATE/COUNTY-  TN/DAVIDSON
 GC0376  USGS QUAD   -  SCOTTSBORO (1983)
 GC0376
 GC0376                         *CURRENT SURVEY CONTROL
 GC0376  ___________________________________________________________________
 GC0376* NAD 83(1986)-  36 12 39.     (N)    086 53 59.     (W)     SCALED    
 GC0376* NAVD 88     -       136.035  (meters)     446.31   (feet)  ADJUSTED  
 GC0376  ___________________________________________________________________
 GC0376  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0376  DYNAMIC HT  -         135.918 (meters)     445.92  (feet)  COMP
 GC0376  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GC0376
 GC0376  VERT ORDER  -  FIRST     CLASS II
 GC0376
 GC0376.The horizontal coordinates were scaled from a topographic map and have
 GC0376.an estimated accuracy of +/- 6 seconds.
 GC0376
 GC0376.The orthometric height was determined by differential leveling
 GC0376.and adjusted by the National Geodetic Survey in June 1991..
 GC0376
 GC0376.The geoid height was determined by GEOID03.
 GC0376
 GC0376.The dynamic height is computed by dividing the NAVD 88
 GC0376.geopotential number by the normal gravity value computed on the
 GC0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0376.degrees latitude (g = 980.6199 gals.).
 GC0376
 GC0376.The modeled gravity was interpolated from observed gravity values.
 GC0376
 GC0376;                    North         East    Units  Estimated Accuracy
 GC0376;SPC TN       -   208,680.      519,100.      MT  (+/- 180 meters Scaled)
 GC0376
 GC0376                          SUPERSEDED SURVEY CONTROL
 GC0376
 GC0376  NGVD 29 (??/??/92)  136.065  (m)          446.41   (f) ADJ UNCH    1 2
 GC0376
 GC0376.Superseded values are not recommended for survey control.
 GC0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0376.See file dsdata.txt to determine how the superseded data were derived.
 GC0376
 GC0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF090073(NAD 83)
 GC0376_MARKER: DB = BENCH MARK DISK
 GC0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0376_STAMPING: 25062
 GC0376_MARK LOGO: TNGS  
 GC0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0376+STABILITY: SURFACE MOTION
 GC0376
 GC0376  HISTORY     - Date     Condition        Report By
 GC0376  HISTORY     - UNK      MONUMENTED       TNGS
 GC0376  HISTORY     - 1949     GOOD             NGS
 GC0376  HISTORY     - 1984     GOOD             NGS
 GC0376
 GC0376                          STATION DESCRIPTION
 GC0376
 GC0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0376'6.5 MI NW FROM NASHVILLE.
 GC0376'6.5 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0376'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, 275 FEET EAST OF THE
 GC0376'EAST END OF RAILWAY TRESTLE NO. H-17.50, 198 FEET WEST-NORTHWEST
 GC0376'AND ACROSS THE TRACK FROM TELEPHONE POLE NO. 165, 9 FEET NORTH
 GC0376'OF THE NORTH RAIL, ABOUT 3 FEET BELOW THE TRACK, 1 FOOT EAST OF A
 GC0376'WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 GC0376'ABOUT FLUSH WITH THE GROUND.
 GC0376
 GC0376                          STATION RECOVERY (1984)
 GC0376
 GC0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0376'RECOVERED IN GOOD CONDITION.  NOTE, MARK IS NOW 1 FOOT ABOVE THE
 GC0376'TRACKS, AND WAS NOT LEVELED TO DURING THIS SURVEY.
 GC0376'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2225 ***********************************************************************
 GC2225  DESIGNATION -  2509
 GC2225  PID         -  GC2225
 GC2225  STATE/COUNTY-  TN/DAVIDSON
 GC2225  USGS QUAD   -  ANTIOCH (1983)
 GC2225
 GC2225                         *CURRENT SURVEY CONTROL
 GC2225  ___________________________________________________________________
 GC2225* NAD 83(1995)-  36 06 47.17380(N)    086 41 20.59092(W)     ADJUSTED  
 GC2225* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 GC2225  ___________________________________________________________________
 GC2225  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GC2225  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC2225
 GC2225  HORZ ORDER  -  THIRD
 GC2225
 GC2225.The horizontal coordinates were established by classical geodetic methods
 GC2225.and adjusted by the National Geodetic Survey in April 1999..
 GC2225
 GC2225.The orthometric height was scaled from a topographic map.
 GC2225
 GC2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2225
 GC2225.The geoid height was determined by GEOID03.
 GC2225
 GC2225;                    North         East     Units Scale Factor Converg.
 GC2225;SPC TN       -   197,683.286   537,964.252   MT  0.99996022   -0 24 12.2
 GC2225;SPC TN       -   648,565.91  1,764,971.05   sFT  0.99996022   -0 24 12.2
 GC2225;UTM  16      - 3,996,538.197   527,984.881   MT  0.99960965   +0 10 59.8
 GC2225
 GC2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2225!SPC TN       -   0.99997602  x   0.99996022  =   0.99993624
 GC2225!UTM  16      -   0.99997602  x   0.99960965  =   0.99958568
 GC2225
 GC2225|---------------------------------------------------------------------|
 GC2225| PID    Reference Object                     Distance      Geod. Az  |
 GC2225|                                                           dddmmss.s |
 GC2225| GC2223 1                                     0.872 METERS 07226     |
 GC2225| GC2218 NASHVILLE CENTRAL ST HOSP TANK      APPROX. 1.6 KM 1371711.4 |
 GC2225| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX.15.7 KM 2154455.6 |
 GC2225|---------------------------------------------------------------------|
 GC2225
 GC2225                          SUPERSEDED SURVEY CONTROL
 GC2225
 GC2225  NAD 83(1995)-  36 06 47.17615(N)    086 41 20.59319(W) AD(       ) 3
 GC2225  NAD 83(1995)-  36 06 47.17823(N)    086 41 20.59244(W) AD(       ) 3
 GC2225  NAD 83(1986)-  36 06 47.18398(N)    086 41 20.59382(W) AD(       ) 3
 GC2225  NAD 27      -  36 06 46.97800(N)    086 41 20.60100(W) AD(       ) 3
 GC2225
 GC2225.Superseded values are not recommended for survey control.
 GC2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2225.See file dsdata.txt to determine how the superseded data were derived.
 GC2225
 GC2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2798596538(NAD 83)
 GC2225_MARKER: DD = SURVEY DISK
 GC2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2225_MARK LOGO: TNGS  
 GC2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2225+STABILITY: SURFACE MOTION
 GC2225
 GC2225  HISTORY     - Date     Condition        Report By
 GC2225  HISTORY     - 1953     MONUMENTED       TNGS
 GC2225  HISTORY     - 1958     GOOD             CGS
 GC2225  HISTORY     - 1959     GOOD             CGS
 GC2225  HISTORY     - 1964     GOOD             CGS
 GC2225  HISTORY     - 1980     MARK NOT FOUND   NGS
 GC2225
 GC2225                          STATION DESCRIPTION
 GC2225
 GC2225'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1953 (ELJ)
 GC2225'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF NASHVILLE, AT THE
 GC2225'INTERSECTION OF U.S. HIGHWAY 70S AND MC GAVOCK PIKE AND IS ON
 GC2225'HIGHWAY RIGHT-OF-WAY. IT IS 80 FEET NORTHWEST OF THE INTERSECTION, 24
 GC2225'FEET WEST OF GATE NO. 2 TO BERRY FIELD AIRPORT, 3 FEET SOUTH OF A
 GC2225'STONE WALL AND 1 FOOT SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS
 GC2225'A 6X6 INCH CONCRETE POST THAT PROJECTS ABOUT 1 INCH WITH A
 GC2225'STANDARD USC AND GS AND SS DISK STAMPED STATION NO. 2509 ELEVATION
 GC2225'593.38 FEET TENNESSEE.
 GC2225'
 GC2225'1 (U.S.E.D.) IS 81 FEET NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY
 GC2225'70S AND MC GAVOCK PIKE, 21 FEET WEST OF GATE NO.  2 AND 2.5 FEET
 GC2225'SOUTH OF A STONE WALL. THE MARK IS A 4X4 INCH CONCRETE POST THAT
 GC2225'PROJECTS ABOUT 3 INCHES WITH A BRONZE DISK ATOP STAMPED 1.
 GC2225'
 GC2225'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE BERRY FIELD
 GC2225'AIRPORT. GO SOUTH ON PAVED ROAD FOR 0.25 MILE TO U.S.  HIGHWAY
 GC2225'70S. TURN RIGHT ON HIGHWAY 70S AND GO WEST FOR 1.0 MILE TO THE
 GC2225'INTERSECTION OF MC GAVOCK PIKE ON THE LEFT AND THE STATION ON THE
 GC2225'RIGHT AS DESCRIBED.
 GC2225'
 GC2225'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2225
 GC2225                          STATION RECOVERY (1958)
 GC2225
 GC2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 GC2225'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND TO BE IN
 GC2225'GOOD CONDITION.
 GC2225
 GC2225                          STATION RECOVERY (1959)
 GC2225
 GC2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 GC2225'STATION RECOVERED AND FOUND IN GOOD CONDITION AND AS DESCRIBED, THE
 GC2225'E.L.J. 1953 DESCRIPTION IS ADEQUATE.
 GC2225
 GC2225                          STATION RECOVERY (1964)
 GC2225
 GC2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 GC2225'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE STONE
 GC2225'FENCE WHICH HAS BEEN REMOVED.  MARK IS IN GOOD CONDITION.
 GC2225
 GC2225                          STATION RECOVERY (1980)
 GC2225
 GC2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 GC2225'STATION SEARCHED FOR BUT NOT RECOVERED.  A NEW STATION WAS RECOVERED
 GC2225'NEARBY THAT WAS STAMPED NO. 2509 RESET 1978 BUT NEW STATION IS ABOUT
 GC2225'50 FEET WEST OF FORMER STATION.
 GC2225'
 GC2225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 GC2225'SOUTHEAST OF DOWNTOWN NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1950 ***********************************************************************
 GC1950  DESIGNATION -  2509 RESET
 GC1950  PID         -  GC1950
 GC1950  STATE/COUNTY-  TN/DAVIDSON
 GC1950  USGS QUAD   -  ANTIOCH (1983)
 GC1950
 GC1950                         *CURRENT SURVEY CONTROL
 GC1950  ___________________________________________________________________
 GC1950* NAD 83(1986)-  36 06 47.     (N)    086 41 21.     (W)     SCALED    
 GC1950* NAVD 88     -       181.28   (meters)     594.7    (feet)  RESET     
 GC1950  ___________________________________________________________________
 GC1950  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC1950
 GC1950  VERT ORDER  -  THIRD
 GC1950
 GC1950.This mark is at Nashville Intl Airport (BNA)
 GC1950
 GC1950.The horizontal coordinates were scaled from a topographic map and have
 GC1950.an estimated accuracy of +/- 6 seconds.
 GC1950
 GC1950.The orthometric height was computed from unverified reset data.
 GC1950.No vertical observational check was made to the station.
 GC1950
 GC1950.The geoid height was determined by GEOID03.
 GC1950
 GC1950;                    North         East    Units  Estimated Accuracy
 GC1950;SPC TN       -   197,680.      537,950.      MT  (+/- 180 meters Scaled)
 GC1950
 GC1950                          SUPERSEDED SURVEY CONTROL
 GC1950
 GC1950  NGVD 29 (10/12/01)  181.30   (m)          594.8    (f) RESET       3  
 GC1950
 GC1950.Superseded values are not recommended for survey control.
 GC1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1950.See file dsdata.txt to determine how the superseded data were derived.
 GC1950
 GC1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE279965(NAD 83)
 GC1950_MARKER: DB = BENCH MARK DISK
 GC1950_SETTING: 0 = UNSPECIFIED SETTING
 GC1950_STAMPING: 2509 TENN GEOD S RESET 1978
 GC1950_MARK LOGO: NGS   
 GC1950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1950
 GC1950  HISTORY     - Date     Condition        Report By
 GC1950  HISTORY     - 1978     MONUMENTED       NGS
 GC1950
 GC1950                          STATION DESCRIPTION
 GC1950
 GC1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GC1950'7.35 MI SE FROM NASHVILLE.
 GC1950'5.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND
 GC1950'ST LOUIS RAILROAD FROM THE UNION STATION IN NASHVILLE, THENCE
 GC1950'1.0 MILE NORTH ALONG A SPUR TRACK LEADING TO BERRY FIELD,
 GC1950'THENCE 0.65 MILE SOUTHEAST ALONG U.S. HIGHWAY 70S, AT THE
 GC1950'SOUTHWEST CORNER OF BERRY FIELD, A PRE-CAST ALUMINUM MONUMENT,
 GC1950'41 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF MUREREESBORO
 GC1950'ROAD, 57 FEET EAST OF THE EXTENDED CENTELINE OF MCGAVOCK PIKE,
 GC1950'38 FEET EAST OF THE EAST GATE POST OF GATE NO 2 AND 6-INCHES
 GC1950'SOUTH OF AIRPORT FENCE.
 GC1950'THE MARK IS 1 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2346 ***********************************************************************
 GC2346  DESIGNATION -  25119
 GC2346  PID         -  GC2346
 GC2346  STATE/COUNTY-  TN/DAVIDSON
 GC2346  USGS QUAD   -  WHITES CREEK (1994)
 GC2346
 GC2346                         *CURRENT SURVEY CONTROL
 GC2346  ___________________________________________________________________
 GC2346* NAD 83(1995)-  36 16 52.66059(N)    086 52 22.69773(W)     ADJUSTED  
 GC2346* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 GC2346  ___________________________________________________________________
 GC2346  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 GC2346  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2346
 GC2346  HORZ ORDER  -  SECOND
 GC2346
 GC2346.The horizontal coordinates were established by classical geodetic methods
 GC2346.and adjusted by the National Geodetic Survey in April 1999..
 GC2346
 GC2346.The orthometric height was scaled from a topographic map.
 GC2346
 GC2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2346
 GC2346.The geoid height was determined by GEOID03.
 GC2346
 GC2346;                    North         East     Units Scale Factor Converg.
 GC2346;SPC TN       -   216,476.996   521,572.840   MT  0.99997879   -0 30 39.9
 GC2346;SPC TN       -   710,224.94  1,711,193.56   sFT  0.99997879   -0 30 39.9
 GC2346;UTM  16      - 4,015,156.354   511,407.975   MT  0.99960160   +0 04 30.6
 GC2346
 GC2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2346!SPC TN       -   0.99996209  x   0.99997879  =   0.99994088
 GC2346!UTM  16      -   0.99996209  x   0.99960160  =   0.99956371
 GC2346
 GC2346                          SUPERSEDED SURVEY CONTROL
 GC2346
 GC2346  NAD 83(1995)-  36 16 52.66236(N)    086 52 22.69939(W) AD(       ) 2
 GC2346  NAD 83(1995)-  36 16 52.66479(N)    086 52 22.70028(W) AD(       ) 2
 GC2346  NAD 83(1986)-  36 16 52.67076(N)    086 52 22.70089(W) AD(       ) 2
 GC2346  NAD 27      -  36 16 52.47900(N)    086 52 22.70400(W) AD(       ) 2
 GC2346
 GC2346.Superseded values are not recommended for survey control.
 GC2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2346.See file dsdata.txt to determine how the superseded data were derived.
 GC2346
 GC2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1140815156(NAD 83)
 GC2346_MARKER: DE = TRAVERSE STATION DISK
 GC2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2346_MARK LOGO: TNGS  
 GC2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2346+STABILITY: SURFACE MOTION
 GC2346
 GC2346  HISTORY     - Date     Condition        Report By
 GC2346  HISTORY     - 1953     MONUMENTED       TNGS
 GC2346
 GC2346                          STATION DESCRIPTION
 GC2346
 GC2346'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1953 (ELJ)
 GC2346'SEE OLD HICKORY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2613 ***********************************************************************
 FE2613  DESIGNATION -  252 40
 FE2613  PID         -  FE2613
 FE2613  STATE/COUNTY-  TN/DYER
 FE2613  USGS QUAD   -  CHIC (1983)
 FE2613
 FE2613                         *CURRENT SURVEY CONTROL
 FE2613  ___________________________________________________________________
 FE2613* NAD 83(1995)-  35 58 34.44091(N)    089 41 12.72320(W)     ADJUSTED  
 FE2613* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 FE2613  ___________________________________________________________________
 FE2613  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2613  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2613
 FE2613  HORZ ORDER  -  SECOND
 FE2613
 FE2613.The horizontal coordinates were established by classical geodetic methods
 FE2613.and adjusted by the National Geodetic Survey in April 1999..
 FE2613
 FE2613.The orthometric height was scaled from a topographic map.
 FE2613
 FE2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2613
 FE2613.The geoid height was determined by GEOID03.
 FE2613
 FE2613;                    North         East     Units Scale Factor Converg.
 FE2613;SPC TN       -   188,540.781   267,573.490   MT  0.99995147   -2 09 30.4
 FE2613;SPC TN       -   618,570.88    877,864.03   sFT  0.99995147   -2 09 30.4
 FE2613;SPC AR N     -   184,718.902   608,595.427   MT  0.99995927   +1 20 45.6
 FE2613;SPC AR N     -   606,031.93  1,996,700.16   sFT  0.99995927   +1 20 45.6
 FE2613;SPC MO E     -    16,160.460   323,332.892   MT  0.99999957   +0 28 39.7
 FE2613;UTM  16      - 3,984,650.782   257,738.632   MT  1.00032324   -1 34 45.0
 FE2613
 FE2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2613!SPC TN       -   0.99999185  x   0.99995147  =   0.99994332
 FE2613!SPC AR N     -   0.99999185  x   0.99995927  =   0.99995112
 FE2613!SPC MO E     -   0.99999185  x   0.99999957  =   0.99999142
 FE2613!UTM  16      -   0.99999185  x   1.00032324  =   1.00031508
 FE2613
 FE2613                          SUPERSEDED SURVEY CONTROL
 FE2613
 FE2613  NAD 83(1995)-  35 58 34.44298(N)    089 41 12.72249(W) AD(       ) 2
 FE2613  NAD 83(1986)-  35 58 34.45207(N)    089 41 12.72419(W) AD(       ) 2
 FE2613  NAD 27      -  35 58 34.18990(N)    089 41 12.43560(W) AD(       ) 2
 FE2613
 FE2613.Superseded values are not recommended for survey control.
 FE2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2613.See file dsdata.txt to determine how the superseded data were derived.
 FE2613
 FE2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5773984651(NAD 83)
 FE2613_MARKER: P = PIPE CAP
 FE2613_SETTING: 0 = UNSPECIFIED SETTING
 FE2613
 FE2613  HISTORY     - Date     Condition        Report By
 FE2613  HISTORY     - 1959     MONUMENTED       USE
 FE2613
 FE2613                          STATION DESCRIPTION
 FE2613
 FE2613'DESCRIBED BY US ENGINEERS 1959
 FE2613'TO REACH THE STATION FROM A CONCRETE BRIDGE AT THE EAST EDGE OF THE
 FE2613'SMALL TOWN OF FINLEY ON STATE HIGHWAY 20, GO WEST ON HIGHWAY 20 FOR
 FE2613'1.2 MILES TO A CROSSROAD AT BIG BOY JUNCTION. TURN LEFT AND GO SOUTH
 FE2613'ON A CONCRETE ROAD FOR 7.0 MILES TO A SIDE ROAD LEFT JUST BEFORE
 FE2613'REACHING A SMALL CONCRETE BRIDGE, AT THIS POINT THE ROAD IS GOING
 FE2613'WEST. CONTINUE AHEAD, WEST ON THE CONCRETE ROAD, CROSSING THE
 FE2613'CONCRETE BRIDGE AND GO 2.5 MILES TO AN IRON BRIDGE. CROSS THE BRIDGE
 FE2613'AND CONTINUE WEST FOR 2.4 MILES TO A T-ROAD AT WILLIAMS
 FE2613'STORE. TURN LEFT AND GO SOUTH ON A CONCRETE SLAB ROAD FOR 1.8 MILES
 FE2613'TO A SIDE ROAD RIGHT AT A 36 INCH POPLAR TREE. TURN RIGHT AND GO
 FE2613'WEST FOR A SHORT 0.05 MILE TO A FENCE CORNER AND A GAP IN THE FENCE.
 FE2613'PASS THROUGH THE FENCE AND GO SOUTH ALONG THE EAST SIDE OF A LEVEE
 FE2613'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 FE2613'
 FE2613'B.M. 252-40 (USED) IS A STANDARD U.S. ENGINEER DEPARTMENT MARK
 FE2613'RIVETED TO THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 8 INCHES AND
 FE2613'THE DISK IS STAMPED B M 252-40. IT IS 100 FEET WEST OF THE LEVEE AND
 FE2613'5 FEET WEST OF THE WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0469 ***********************************************************************
 GC0469  DESIGNATION -  252.90 RESET
 GC0469  PID         -  GC0469
 GC0469  STATE/COUNTY-  TN/DAVIDSON
 GC0469  USGS QUAD   -  BELLEVUE (1983)
 GC0469
 GC0469                         *CURRENT SURVEY CONTROL
 GC0469  ___________________________________________________________________
 GC0469* NAD 83(1986)-  36 03 43.     (N)    086 55 06.     (W)     SCALED    
 GC0469* NAVD 88     -       188.234  (meters)     617.56   (feet)  ADJUSTED  
 GC0469  ___________________________________________________________________
 GC0469  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0469  DYNAMIC HT  -         188.070 (meters)     617.03  (feet)  COMP
 GC0469  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 GC0469
 GC0469  VERT ORDER  -  FIRST     CLASS II
 GC0469
 GC0469.The horizontal coordinates were scaled from a topographic map and have
 GC0469.an estimated accuracy of +/- 6 seconds.
 GC0469
 GC0469.The orthometric height was determined by differential leveling
 GC0469.and adjusted by the National Geodetic Survey in June 1991..
 GC0469
 GC0469.The geoid height was determined by GEOID03.
 GC0469
 GC0469.The dynamic height is computed by dividing the NAVD 88
 GC0469.geopotential number by the normal gravity value computed on the
 GC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0469.degrees latitude (g = 980.6199 gals.).
 GC0469
 GC0469.The modeled gravity was interpolated from observed gravity values.
 GC0469
 GC0469;                    North         East    Units  Estimated Accuracy
 GC0469;SPC TN       -   192,180.      517,270.      MT  (+/- 180 meters Scaled)
 GC0469
 GC0469                          SUPERSEDED SURVEY CONTROL
 GC0469
 GC0469  NGVD 29 (??/??/92)  188.251  (m)          617.62   (f) ADJ UNCH    1 2
 GC0469
 GC0469.Superseded values are not recommended for survey control.
 GC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0469.See file dsdata.txt to determine how the superseded data were derived.
 GC0469
 GC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE073908(NAD 83)
 GC0469_MARKER: DB = BENCH MARK DISK
 GC0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0469_STAMPING: 252.90 RESET
 GC0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0469+STABILITY: SURFACE MOTION
 GC0469
 GC0469  HISTORY     - Date     Condition        Report By
 GC0469  HISTORY     - UNK      MONUMENTED       TNGS
 GC0469  HISTORY     - 1948     GOOD             NGS
 GC0469
 GC0469                          STATION DESCRIPTION
 GC0469
 GC0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0469'1.2 MI E FROM BELLEVUE.
 GC0469'1.15 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0469'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, ABOUT 0.15 MILE
 GC0469'SOUTHWEST OF MILE POST 11, IN THE NORTH ANGLE OF THE CROSSING OF
 GC0469'HICKS ROAD, 31.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 28
 GC0469'FEET NORTHEAST OF THE CENTER LINE OF HICKS ROAD, 4 FEET EAST OF
 GC0469'POLE 11+6, 20 FEET SOUTH OF A PRIVATE ROAD LEADING EAST ALONG THE
 GC0469'TRACKS, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GC0469'WITH THE CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC0469'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2188 ***********************************************************************
 GA2188  DESIGNATION -  253
 GA2188  PID         -  GA2188
 GA2188  STATE/COUNTY-  TN/JEFFERSON
 GA2188  USGS QUAD   -  NEW MARKET (1987)
 GA2188
 GA2188                         *CURRENT SURVEY CONTROL
 GA2188  ___________________________________________________________________
 GA2188* NAD 83(1986)-  36 06 12.     (N)    083 33 17.     (W)     SCALED    
 GA2188* NAVD 88     -       325.221  (meters)    1067.00   (feet)  POSTED    
 GA2188  ___________________________________________________________________
 GA2188  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA2188  DYNAMIC HT  -         324.920 (meters)    1066.01  (feet)  COMP
 GA2188  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GA2188
 GA2188  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GA2188
 GA2188.The horizontal coordinates were scaled from a topographic map and have
 GA2188.an estimated accuracy of +/- 6 seconds.
 GA2188
 GA2188.The orthometric height was determined by differential leveling
 GA2188.and adjusted by the National Geodetic Survey in 1992..
 GA2188.No vertical observational check was made to the station.
 GA2188.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GA2188.was located on a no-check spur therefore a value was not computed.
 GA2188
 GA2188.The geoid height was determined by GEOID03.
 GA2188
 GA2188.The dynamic height is computed by dividing the NAVD 88
 GA2188.geopotential number by the normal gravity value computed on the
 GA2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2188.degrees latitude (g = 980.6199 gals.).
 GA2188
 GA2188.The modeled gravity was interpolated from observed gravity values.
 GA2188
 GA2188;                    North         East    Units  Estimated Accuracy
 GA2188;SPC TN       -   199,130.      820,160.      MT  (+/- 180 meters Scaled)
 GA2188
 GA2188                          SUPERSEDED SURVEY CONTROL
 GA2188
 GA2188  NGVD 29 (??/??/92)  325.344  (m)         1067.40   (f) ADJ UNCH    1 2
 GA2188
 GA2188.Superseded values are not recommended for survey control.
 GA2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2188.See file dsdata.txt to determine how the superseded data were derived.
 GA2188
 GA2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV700984(NAD 83)
 GA2188_MARKER: DD = SURVEY DISK
 GA2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2188+STABILITY: SURFACE MOTION
 GA2188
 GA2188  HISTORY     - Date     Condition        Report By
 GA2188  HISTORY     - UNK      MONUMENTED       TNGS
 GA2188  HISTORY     - 1949     MARK NOT FOUND   NGS
 GA2188  HISTORY     - 1967     MARK NOT FOUND   TNGS
 GA2188
 GA2188                          STATION DESCRIPTION
 GA2188
 GA2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2188'AT NEW MARKET.
 GA2188'AT NEW MARKET, JEFFERSON COUNTY, 700 FEET NORTH OF THE SOUTHERN
 GA2188'RAILWAY STATION, 300 FEET NORTH OF AN UNDERPASS, 200 FEET
 GA2188'WEST OF THE 2-STORY HOUSE, AND 50 FEET EAST OF THE TRACK.  A
 GA2188'STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GA2188
 GA2188                          STATION RECOVERY (1967)
 GA2188
 GA2188'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1967
 GA2188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0421 ***********************************************************************
 GC0421  DESIGNATION -  2533
 GC0421  PID         -  GC0421
 GC0421  STATE/COUNTY-  TN/RUTHERFORD
 GC0421  USGS QUAD   -  LA VERGNE (1983)
 GC0421
 GC0421                         *CURRENT SURVEY CONTROL
 GC0421  ___________________________________________________________________
 GC0421* NAD 83(1986)-  36 01 07.     (N)    086 34 45.     (W)     SCALED    
 GC0421* NAVD 88     -       169.848  (meters)     557.24   (feet)  ADJUSTED  
 GC0421  ___________________________________________________________________
 GC0421  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC0421  DYNAMIC HT  -         169.702 (meters)     556.76  (feet)  COMP
 GC0421  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0421
 GC0421  VERT ORDER  -  FIRST     CLASS II
 GC0421
 GC0421.The horizontal coordinates were scaled from a topographic map and have
 GC0421.an estimated accuracy of +/- 6 seconds.
 GC0421
 GC0421.The orthometric height was determined by differential leveling
 GC0421.and adjusted by the National Geodetic Survey in June 1991..
 GC0421
 GC0421.The geoid height was determined by GEOID03.
 GC0421
 GC0421.The dynamic height is computed by dividing the NAVD 88
 GC0421.geopotential number by the normal gravity value computed on the
 GC0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0421.degrees latitude (g = 980.6199 gals.).
 GC0421
 GC0421.The modeled gravity was interpolated from observed gravity values.
 GC0421
 GC0421;                    North         East    Units  Estimated Accuracy
 GC0421;SPC TN       -   187,140.      547,800.      MT  (+/- 180 meters Scaled)
 GC0421
 GC0421                          SUPERSEDED SURVEY CONTROL
 GC0421
 GC0421  NGVD 29 (??/??/92)  169.868  (m)          557.31   (f) ADJ UNCH    1 2
 GC0421
 GC0421.Superseded values are not recommended for survey control.
 GC0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0421.See file dsdata.txt to determine how the superseded data were derived.
 GC0421
 GC0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE379860(NAD 83)
 GC0421_MARKER: DB = BENCH MARK DISK
 GC0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0421_STAMPING: 2533
 GC0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0421+STABILITY: SURFACE MOTION
 GC0421
 GC0421  HISTORY     - Date     Condition        Report By
 GC0421  HISTORY     - UNK      MONUMENTED       TNGS
 GC0421  HISTORY     - 1949     GOOD             NGS
 GC0421
 GC0421                          STATION DESCRIPTION
 GC0421
 GC0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0421'AT LA VERGNE.
 GC0421'AT LA VERGNE, 231 FEET WEST OF THE NORTHWEST CORNER OF THE
 GC0421'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY OVERPASS OVER U.S.
 GC0421'HIGHWAY 70S, 194 FEET EAST AND ACROSS THE TRACKS FROM THE NORTHEAST
 GC0421'CORNER OF THE STATION, 38.8 FEET EAST OF A SWITCH STAND FOR A SIDE
 GC0421'TRACK, 27 FEET SOUTHEAST OF A METAL COVERED MAN HOLE, 26 FEET
 GC0421'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 22 FEET WEST-SOUTHWEST
 GC0421'OF POLE 15/27, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 GC0421'1 1/2 FEET BELOW THE MAIN TRACK AND SET IN THE TOP OF A CONCRETE
 GC0421'POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 GC0421'NOTE-- SOUTHEAST SIDE OF DISK IS HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2189 ***********************************************************************
 GA2189  DESIGNATION -  254
 GA2189  PID         -  GA2189
 GA2189  STATE/COUNTY-  TN/JEFFERSON
 GA2189  USGS QUAD   -  NEW MARKET (1987)
 GA2189
 GA2189                         *CURRENT SURVEY CONTROL
 GA2189  ___________________________________________________________________
 GA2189* NAD 83(1986)-  36 05 56.     (N)    083 33 58.     (W)     SCALED    
 GA2189* NAVD 88     -       313.003  (meters)    1026.91   (feet)  POSTED    
 GA2189  ___________________________________________________________________
 GA2189  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2189  DYNAMIC HT  -         312.720 (meters)    1025.98  (feet)  COMP
 GA2189  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2189
 GA2189  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GA2189
 GA2189.The horizontal coordinates were scaled from a topographic map and have
 GA2189.an estimated accuracy of +/- 6 seconds.
 GA2189
 GA2189.The orthometric height was determined by differential leveling
 GA2189.and adjusted by the National Geodetic Survey in 1992..
 GA2189.No vertical observational check was made to the station.
 GA2189.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GA2189.was located on a no-check spur therefore a value was not computed.
 GA2189
 GA2189.The geoid height was determined by GEOID03.
 GA2189
 GA2189.The dynamic height is computed by dividing the NAVD 88
 GA2189.geopotential number by the normal gravity value computed on the
 GA2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2189.degrees latitude (g = 980.6199 gals.).
 GA2189
 GA2189.The modeled gravity was interpolated from observed gravity values.
 GA2189
 GA2189;                    North         East    Units  Estimated Accuracy
 GA2189;SPC TN       -   198,610.      819,140.      MT  (+/- 180 meters Scaled)
 GA2189
 GA2189                          SUPERSEDED SURVEY CONTROL
 GA2189
 GA2189  NGVD 29 (??/??/92)  313.127  (m)         1027.32   (f) ADJ UNCH    1 2
 GA2189
 GA2189.Superseded values are not recommended for survey control.
 GA2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2189.See file dsdata.txt to determine how the superseded data were derived.
 GA2189
 GA2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV689979(NAD 83)
 GA2189_MARKER: DD = SURVEY DISK
 GA2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2189+STABILITY: SURFACE MOTION
 GA2189
 GA2189  HISTORY     - Date     Condition        Report By
 GA2189  HISTORY     - UNK      MONUMENTED       TNGS
 GA2189  HISTORY     - 1949     MARK NOT FOUND   NGS
 GA2189  HISTORY     - 1967     MARK NOT FOUND   TNGS
 GA2189
 GA2189                          STATION DESCRIPTION
 GA2189
 GA2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2189'0.5 MI W FROM NEW MARKET.
 GA2189'0.5 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2189'NEW MARKET, JEFFERSON COUNTY, 17-1/2 POLES WEST OF THE STATION,
 GA2189'800 FEET EAST OF THE RAILROAD BRIDGE OVER LOST CREEK, 200 FEET
 GA2189'NORTH OF THE TRACK, AND ON A FENCE LINE OF PRIVATE PROPERTY.
 GA2189'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GA2189
 GA2189                          STATION RECOVERY (1967)
 GA2189
 GA2189'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1967
 GA2189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2195 ***********************************************************************
 GA2195  DESIGNATION -  255
 GA2195  PID         -  GA2195
 GA2195  STATE/COUNTY-  TN/JEFFERSON
 GA2195  USGS QUAD   -  NEW MARKET (1987)
 GA2195
 GA2195                         *CURRENT SURVEY CONTROL
 GA2195  ___________________________________________________________________
 GA2195* NAD 83(1986)-  36 05 36.     (N)    083 34 37.     (W)     SCALED    
 GA2195* NAVD 88     -       309.977  (meters)    1016.98   (feet)  ADJUSTED  
 GA2195  ___________________________________________________________________
 GA2195  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2195  DYNAMIC HT  -         309.692 (meters)    1016.05  (feet)  COMP
 GA2195  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 GA2195
 GA2195  VERT ORDER  -  FIRST     CLASS I
 GA2195
 GA2195.The horizontal coordinates were scaled from a topographic map and have
 GA2195.an estimated accuracy of +/- 6 seconds.
 GA2195
 GA2195.The orthometric height was determined by differential leveling
 GA2195.and adjusted by the National Geodetic Survey in June 1991..
 GA2195
 GA2195.The geoid height was determined by GEOID03.
 GA2195
 GA2195.The dynamic height is computed by dividing the NAVD 88
 GA2195.geopotential number by the normal gravity value computed on the
 GA2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2195.degrees latitude (g = 980.6199 gals.).
 GA2195
 GA2195.The modeled gravity was interpolated from observed gravity values.
 GA2195
 GA2195;                    North         East    Units  Estimated Accuracy
 GA2195;SPC TN       -   197,970.      818,180.      MT  (+/- 180 meters Scaled)
 GA2195
 GA2195                          SUPERSEDED SURVEY CONTROL
 GA2195
 GA2195  NGVD 29 (??/??/92)  310.113  (m)         1017.43   (f) ADJ UNCH    1 1
 GA2195
 GA2195.Superseded values are not recommended for survey control.
 GA2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2195.See file dsdata.txt to determine how the superseded data were derived.
 GA2195
 GA2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV679973(NAD 83)
 GA2195_MARKER: DD = SURVEY DISK
 GA2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2195_STAMPING: 255
 GA2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2195+STABILITY: SURFACE MOTION
 GA2195
 GA2195  HISTORY     - Date     Condition        Report By
 GA2195  HISTORY     - UNK      MONUMENTED       TNGS
 GA2195  HISTORY     - 1967     GOOD             NGS
 GA2195
 GA2195                          STATION DESCRIPTION
 GA2195
 GA2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2195'5 MI SW FROM JEFFERSON CITY.
 GA2195'ABOUT 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 11E FROM THE
 GA2195'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, AT THE
 GA2195'JUNCTION OF A BLACK TOPPED ROAD LEADING WEST, AT THE NORTH CORNER
 GA2195'OF A JUNK YARD, 110 FEET WEST OF THE WEST CORNER OF A ONE STORY
 GA2195'STUCCO HOUSE, 100 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GA2195'EASTBOUND LANE OF THE HIGHWAY, 10 FEET SOUTH OF A 14-INCH
 GA2195'CEDAR TREE, 10 FEET SOUTH OF A 6-FOOT HIGH WIRE FENCE, 1.3
 GA2195'FEET NORTHWEST OF A METAL WITNESS POST, 20 FEET ABOVE THE LEVEL
 GA2195'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA2195'4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0054 ***********************************************************************
 FD0054  DESIGNATION -  2552
 FD0054  PID         -  FD0054
 FD0054  STATE/COUNTY-  TN/RUTHERFORD
 FD0054  USGS QUAD   -  MURFREESBORO (1983)
 FD0054
 FD0054                         *CURRENT SURVEY CONTROL
 FD0054  ___________________________________________________________________
 FD0054* NAD 83(1986)-  35 52 01.     (N)    086 25 05.     (W)     SCALED    
 FD0054* NAVD 88     -       173.181  (meters)     568.18   (feet)  ADJUSTED  
 FD0054  ___________________________________________________________________
 FD0054  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0054  DYNAMIC HT  -         173.030 (meters)     567.68  (feet)  COMP
 FD0054  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 FD0054
 FD0054  VERT ORDER  -  FIRST     CLASS II
 FD0054
 FD0054.The horizontal coordinates were scaled from a topographic map and have
 FD0054.an estimated accuracy of +/- 6 seconds.
 FD0054
 FD0054.The orthometric height was determined by differential leveling
 FD0054.and adjusted by the National Geodetic Survey in June 1991..
 FD0054
 FD0054.The geoid height was determined by GEOID03.
 FD0054
 FD0054.The dynamic height is computed by dividing the NAVD 88
 FD0054.geopotential number by the normal gravity value computed on the
 FD0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0054.degrees latitude (g = 980.6199 gals.).
 FD0054
 FD0054.The modeled gravity was interpolated from observed gravity values.
 FD0054
 FD0054;                    North         East    Units  Estimated Accuracy
 FD0054;SPC TN       -   170,230.      562,250.      MT  (+/- 180 meters Scaled)
 FD0054
 FD0054                          SUPERSEDED SURVEY CONTROL
 FD0054
 FD0054  NGVD 29 (??/??/92)  173.195  (m)          568.22   (f) ADJ UNCH    1 2
 FD0054
 FD0054.Superseded values are not recommended for survey control.
 FD0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0054.See file dsdata.txt to determine how the superseded data were derived.
 FD0054
 FD0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE525693(NAD 83)
 FD0054_MARKER: DB = BENCH MARK DISK
 FD0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0054_STAMPING: 2552
 FD0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0054+STABILITY: SURFACE MOTION
 FD0054
 FD0054  HISTORY     - Date     Condition        Report By
 FD0054  HISTORY     - UNK      MONUMENTED       TNGS
 FD0054  HISTORY     - 1949     GOOD             NGS
 FD0054  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0054
 FD0054                          STATION DESCRIPTION
 FD0054
 FD0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0054'1.8 MI NW FROM MURFREESBORO.
 FD0054'1.75 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0054'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, 472 FEET
 FD0054'EAST-SOUTHEAST OF THE CENTER OF THE UNDERPASS OF U.S. HIGHWAY 70S
 FD0054'AND 41 UNDER THE TRACK, 189 1/2 FEET EAST OF POLE NO. 29/30, 160
 FD0054'FEET NORTHEAST OF THE NORTHEAST RAIL, 21 1/2 FEET SOUTHWEST OF THE
 FD0054'CENTER LINE OF THE HIGHWAY, 42 1/2 FEET NORTH OF TELEPHONE POLE
 FD0054'NO. 1253, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FD0054'2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0054'PROJECTING 2 INCHES.
 FD0054
 FD0054                          STATION RECOVERY (2001)
 FD0054
 FD0054'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0453 ***********************************************************************
 GC0453  DESIGNATION -  2562
 GC0453  PID         -  GC0453
 GC0453  STATE/COUNTY-  TN/DAVIDSON
 GC0453  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0453
 GC0453                         *CURRENT SURVEY CONTROL
 GC0453  ___________________________________________________________________
 GC0453* NAD 83(1986)-  36 08 30.     (N)    086 48 46.     (W)     SCALED    
 GC0453* NAVD 88     -       187.253  (meters)     614.35   (feet)  ADJUSTED  
 GC0453  ___________________________________________________________________
 GC0453  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0453  DYNAMIC HT  -         187.092 (meters)     613.82  (feet)  COMP
 GC0453  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 GC0453
 GC0453  VERT ORDER  -  FIRST     CLASS II
 GC0453
 GC0453.The horizontal coordinates were scaled from a topographic map and have
 GC0453.an estimated accuracy of +/- 6 seconds.
 GC0453
 GC0453.The orthometric height was determined by differential leveling
 GC0453.and adjusted by the National Geodetic Survey in June 1991..
 GC0453
 GC0453.The geoid height was determined by GEOID03.
 GC0453
 GC0453.The dynamic height is computed by dividing the NAVD 88
 GC0453.geopotential number by the normal gravity value computed on the
 GC0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0453.degrees latitude (g = 980.6199 gals.).
 GC0453
 GC0453.The modeled gravity was interpolated from observed gravity values.
 GC0453
 GC0453;                    North         East    Units  Estimated Accuracy
 GC0453;SPC TN       -   200,940.      526,850.      MT  (+/- 180 meters Scaled)
 GC0453
 GC0453                          SUPERSEDED SURVEY CONTROL
 GC0453
 GC0453  NGVD 29 (??/??/92)  187.273  (m)          614.41   (f) ADJ UNCH    1 2
 GC0453
 GC0453.Superseded values are not recommended for survey control.
 GC0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0453.See file dsdata.txt to determine how the superseded data were derived.
 GC0453
 GC0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE168996(NAD 83)
 GC0453_MARKER: DD = SURVEY DISK
 GC0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0453_STAMPING: 2562
 GC0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0453+STABILITY: SURFACE MOTION
 GC0453
 GC0453  HISTORY     - Date     Condition        Report By
 GC0453  HISTORY     - UNK      MONUMENTED       TNGS
 GC0453  HISTORY     - 1948     GOOD             NGS
 GC0453
 GC0453                          STATION DESCRIPTION
 GC0453
 GC0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0453'AT NASHVILLE.
 GC0453'AT NASHVILLE, ALONG 32ND AVENUE, ABOUT 0.2 MILE SOUTH OF WEST
 GC0453'END AVENUE, BETWEEN WELLINGTON AND DUDLEY AVENUES, IN THE NORTHEAST
 GC0453'EDGE OF 32ND AVENUE, 33 FEET SOUTHEAST OF THE CENTER LINE OF AN
 GC0453'ALLEY LEADING NORTHEAST, 133 FEET NORTHWEST OF THE CENTER LINE OF
 GC0453'WELLINGTON AVENUE, 11.5 FEET WEST AND ACROSS SIDE WALK FROM A
 GC0453'ROCK WALL, 2.3 FEET WEST OF THE EAST CURB LINE OF 32ND AVENUE,
 GC0453'ABOUT FLUSH WITH THE TAR STREET AND SET IN THE TOP OF AN IRREGULAR
 GC0453'SHAPED MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0452 ***********************************************************************
 GC0452  DESIGNATION -  2563
 GC0452  PID         -  GC0452
 GC0452  STATE/COUNTY-  TN/DAVIDSON
 GC0452  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0452
 GC0452                         *CURRENT SURVEY CONTROL
 GC0452  ___________________________________________________________________
 GC0452* NAD 83(1986)-  36 08 37.     (N)    086 48 52.     (W)     SCALED    
 GC0452* NAVD 88     -       171.641  (meters)     563.13   (feet)  ADJUSTED  
 GC0452  ___________________________________________________________________
 GC0452  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0452  DYNAMIC HT  -         171.493 (meters)     562.64  (feet)  COMP
 GC0452  MODELED GRAV-     979,770.0   (mgal)                       NAVD 88
 GC0452
 GC0452  VERT ORDER  -  FIRST     CLASS II
 GC0452
 GC0452.The horizontal coordinates were scaled from a topographic map and have
 GC0452.an estimated accuracy of +/- 6 seconds.
 GC0452
 GC0452.The orthometric height was determined by differential leveling
 GC0452.and adjusted by the National Geodetic Survey in June 1991..
 GC0452
 GC0452.The geoid height was determined by GEOID03.
 GC0452
 GC0452.The dynamic height is computed by dividing the NAVD 88
 GC0452.geopotential number by the normal gravity value computed on the
 GC0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0452.degrees latitude (g = 980.6199 gals.).
 GC0452
 GC0452.The modeled gravity was interpolated from observed gravity values.
 GC0452
 GC0452;                    North         East    Units  Estimated Accuracy
 GC0452;SPC TN       -   201,160.      526,700.      MT  (+/- 180 meters Scaled)
 GC0452
 GC0452                          SUPERSEDED SURVEY CONTROL
 GC0452
 GC0452  NGVD 29 (??/??/92)  171.661  (m)          563.19   (f) ADJ UNCH    1 2
 GC0452
 GC0452.Superseded values are not recommended for survey control.
 GC0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0452.See file dsdata.txt to determine how the superseded data were derived.
 GC0452
 GC0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE166998(NAD 83)
 GC0452_MARKER: DD = SURVEY DISK
 GC0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0452_STAMPING: 2563
 GC0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0452+STABILITY: SURFACE MOTION
 GC0452
 GC0452  HISTORY     - Date     Condition        Report By
 GC0452  HISTORY     - UNK      MONUMENTED       TNGS
 GC0452  HISTORY     - 1948     GOOD             NGS
 GC0452
 GC0452                          STATION DESCRIPTION
 GC0452
 GC0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0452'AT NASHVILLE.
 GC0452'AT NASHVILLE, ALONG WEST END ABOUT 2.5 MILES WEST OF THE COURT
 GC0452'HOUSE, ON THE NORTHWEST SIDE OF THE WEST END AVENUE OPPOSITE THE
 GC0452'JUNCTION OF 32ND AVENUE SOUTH, 1 FOOT NORTHWEST OF THE CONCRETE
 GC0452'CURB OF WEST END AVENUE, ABOUT 6 FEET NORTHEAST OF THE PROLONGED
 GC0452'CENTER LINE OF 32ND AVE. SOUTH, 46.5 FEET NORTHEAST OF A POWER
 GC0452'POLE, 11.5 FEET SOUTHEAST OF A MASONRY WALL, 108.5 FEET WEST AND
 GC0452'ACROSS WEST END AVENUE FROM THE WEST CORNER OF 32ND AVENUE
 GC0452'APARTMENT BUILDING AND ABOUT 1 FOOT ABOVE THE STREET.  SET IN
 GC0452'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0457 ***********************************************************************
 GC0457  DESIGNATION -  2564
 GC0457  PID         -  GC0457
 GC0457  STATE/COUNTY-  TN/DAVIDSON
 GC0457  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0457
 GC0457                         *CURRENT SURVEY CONTROL
 GC0457  ___________________________________________________________________
 GC0457* NAD 83(1986)-  36 08 21.     (N)    086 49 08.     (W)     SCALED    
 GC0457* NAVD 88     -       180.259  (meters)     591.40   (feet)  ADJUSTED  
 GC0457  ___________________________________________________________________
 GC0457  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0457  DYNAMIC HT  -         180.104 (meters)     590.89  (feet)  COMP
 GC0457  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0457
 GC0457  VERT ORDER  -  FIRST     CLASS II
 GC0457
 GC0457.The horizontal coordinates were scaled from a topographic map and have
 GC0457.an estimated accuracy of +/- 6 seconds.
 GC0457
 GC0457.The orthometric height was determined by differential leveling
 GC0457.and adjusted by the National Geodetic Survey in June 1991..
 GC0457
 GC0457.The geoid height was determined by GEOID03.
 GC0457
 GC0457.The dynamic height is computed by dividing the NAVD 88
 GC0457.geopotential number by the normal gravity value computed on the
 GC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0457.degrees latitude (g = 980.6199 gals.).
 GC0457
 GC0457.The modeled gravity was interpolated from observed gravity values.
 GC0457
 GC0457;                    North         East    Units  Estimated Accuracy
 GC0457;SPC TN       -   200,670.      526,300.      MT  (+/- 180 meters Scaled)
 GC0457
 GC0457                          SUPERSEDED SURVEY CONTROL
 GC0457
 GC0457  NGVD 29 (??/??/92)  180.279  (m)          591.47   (f) ADJ UNCH    1 2
 GC0457
 GC0457.Superseded values are not recommended for survey control.
 GC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0457.See file dsdata.txt to determine how the superseded data were derived.
 GC0457
 GC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE162993(NAD 83)
 GC0457_MARKER: DD = SURVEY DISK
 GC0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0457_STAMPING: 2564
 GC0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0457+STABILITY: SURFACE MOTION
 GC0457
 GC0457  HISTORY     - Date     Condition        Report By
 GC0457  HISTORY     - UNK      MONUMENTED       TNGS
 GC0457  HISTORY     - 1948     GOOD             NGS
 GC0457
 GC0457                          STATION DESCRIPTION
 GC0457
 GC0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0457'AT NASHVILLE.
 GC0457'AT NASHVILLE, IN THE WEST PART OF THE CITY, ON THE SOUTHEAST SIDE
 GC0457'OF WEST END AVENUE AT THE INTERSECTION OF MURPHY ROAD LEADING
 GC0457'NORTHWEST AND ORLEANS DRIVE SOUTHEAST, 37.5 FEET SOUTHEAST OF THE
 GC0457'CENTER LINE OF WEST END AVENUE, 67.5 FEET SOUTHWEST OF THE CENTER
 GC0457'LINE OF ORLEANS DRIVE, 29 FEET NORTHEAST OF A TELEPHONE POLE, 88
 GC0457'FEET NORTHWEST OF THE CENTER OF ARCHWAY AT THE ENTRANCE TO THE
 GC0457'NORTHEAST WING OF COURTLAND PLACE APARTMENT, 1 FOOT SOUTHEAST
 GC0457'OF THE SOUTHEAST CURB LINE OF WEST END AVENUE AND ABOUT 1 FOOT
 GC0457'ABOVE THE STREET.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC0457'ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0413 ***********************************************************************
 GA0413  DESIGNATION -  2565
 GA0413  PID         -  GA0413
 GA0413  STATE/COUNTY-  TN/CARTER
 GA0413  USGS QUAD   -  WHITE ROCKS MOUNTAIN (1994)
 GA0413
 GA0413                         *CURRENT SURVEY CONTROL
 GA0413  ___________________________________________________________________
 GA0413* NAD 83(1986)-  36 12 01.     (N)    082 04 24.     (W)     SCALED    
 GA0413* NAVD 88     -       781.434  (meters)    2563.75   (feet)  ADJUSTED  
 GA0413  ___________________________________________________________________
 GA0413  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA0413  DYNAMIC HT  -         780.631 (meters)    2561.12  (feet)  COMP
 GA0413  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 GA0413
 GA0413  VERT ORDER  -  FIRST     CLASS II
 GA0413
 GA0413.The horizontal coordinates were scaled from a topographic map and have
 GA0413.an estimated accuracy of +/- 6 seconds.
 GA0413
 GA0413.The orthometric height was determined by differential leveling
 GA0413.and adjusted by the National Geodetic Survey in June 1991..
 GA0413
 GA0413.The geoid height was determined by GEOID03.
 GA0413
 GA0413.The dynamic height is computed by dividing the NAVD 88
 GA0413.geopotential number by the normal gravity value computed on the
 GA0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0413.degrees latitude (g = 980.6199 gals.).
 GA0413
 GA0413.The modeled gravity was interpolated from observed gravity values.
 GA0413
 GA0413;                    North         East    Units  Estimated Accuracy
 GA0413;SPC TN       -   214,220.      953,040.      MT  (+/- 180 meters Scaled)
 GA0413
 GA0413                          SUPERSEDED SURVEY CONTROL
 GA0413
 GA0413  NGVD 29 (??/??/92)  781.540  (m)         2564.10   (f) ADJ UNCH    1 2
 GA0413
 GA0413.Superseded values are not recommended for survey control.
 GA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0413.See file dsdata.txt to determine how the superseded data were derived.
 GA0413
 GA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA035066(NAD 83)
 GA0413_MARKER: DD = SURVEY DISK
 GA0413_SETTING: 66 = SET IN ROCK OUTCROP
 GA0413_SP_SET: SET IN ROCK OUTCROP
 GA0413_STAMPING: 2564.283 FT ASH
 GA0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0413+STABILITY: POSITION/ELEVATION WELL
 GA0413
 GA0413  HISTORY     - Date     Condition        Report By
 GA0413  HISTORY     - UNK      MONUMENTED       USGS
 GA0413  HISTORY     - 1933     GOOD             NGS
 GA0413
 GA0413                          STATION DESCRIPTION
 GA0413
 GA0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GA0413'AT ROAN MOUNTAIN.
 GA0413'AT ROAN MOUNTAIN, CARTER COUNTY, ON THE EAST TENNESSEE AND
 GA0413'WESTERN NORTH CAROLINA RAILROAD, 600 YARDS EAST OF MILEPOST 25,
 GA0413'858 FEET NORTHWEST OF THE ROAN MOUNTAIN INN, 75 FEET NORTH OF
 GA0413'THE CENTERLINE OF THE TRACK, 1 FOOT HIGHER THAN THE RAIL, AND IN
 GA0413'THE TOP OF A ROCK LEDGE IN THE SIDE OF THE MOUNTAIN.  A UNITED
 GA0413'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2564.283 FT. ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2279 ***********************************************************************
 GC2279  DESIGNATION -  2565
 GC2279  PID         -  GC2279
 GC2279  STATE/COUNTY-  TN/DAVIDSON
 GC2279  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2279
 GC2279                         *CURRENT SURVEY CONTROL
 GC2279  ___________________________________________________________________
 GC2279* NAD 83(1995)-  36 08 07.00372(N)    086 49 24.26259(W)     ADJUSTED  
 GC2279* NAVD 88     -       175.87   (+/-2cm)     577.0    (feet)  VERTCON   
 GC2279  ___________________________________________________________________
 GC2279  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GC2279  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2279
 GC2279  HORZ ORDER  -  SECOND
 GC2279  VERT ORDER  -  THIRD ? (See Below)
 GC2279
 GC2279.The horizontal coordinates were established by classical geodetic methods
 GC2279.and adjusted by the National Geodetic Survey in April 1999..
 GC2279
 GC2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2279.The vertical order pertains to the NGVD 29 superseded value.
 GC2279
 GC2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2279
 GC2279.The geoid height was determined by GEOID03.
 GC2279
 GC2279;                    North         East     Units Scale Factor Converg.
 GC2279;SPC TN       -   200,237.133   525,889.334   MT  0.99996218   -0 28 55.4
 GC2279;SPC TN       -   656,944.66  1,725,355.26   sFT  0.99996218   -0 28 55.4
 GC2279;UTM  16      - 3,998,967.460   515,888.753   MT  0.99960311   +0 06 14.9
 GC2279
 GC2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2279!SPC TN       -   0.99997699  x   0.99996218  =   0.99993917
 GC2279!UTM  16      -   0.99997699  x   0.99960311  =   0.99958011
 GC2279
 GC2279                          SUPERSEDED SURVEY CONTROL
 GC2279
 GC2279  NAD 83(1995)-  36 08 07.00580(N)    086 49 24.26451(W) AD(       ) 2
 GC2279  NAD 83(1995)-  36 08 07.00757(N)    086 49 24.26468(W) AD(       ) 2
 GC2279  NAD 83(1986)-  36 08 07.01390(N)    086 49 24.26576(W) AD(       ) 2
 GC2279  NAD 27      -  36 08 06.80620(N)    086 49 24.26440(W) AD(       ) 2
 GC2279  NGVD 29 (07/19/86)  175.89   (m)          577.1    (f) LEVELING    3  
 GC2279
 GC2279.Superseded values are not recommended for survey control.
 GC2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2279.See file dsdata.txt to determine how the superseded data were derived.
 GC2279
 GC2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1588998967(NAD 83)
 GC2279_MARKER: DE = TRAVERSE STATION DISK
 GC2279_SETTING: 0 = UNSPECIFIED SETTING
 GC2279_MARK LOGO: TNGS  
 GC2279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2279
 GC2279  HISTORY     - Date     Condition        Report By
 GC2279  HISTORY     - 1959     MONUMENTED       TNGS
 GC2279
 GC2279                          STATION DESCRIPTION
 GC2279
 GC2279'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2279'SEE STATION ELMINGTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0608 ***********************************************************************
 GC0608  DESIGNATION -  2565=ELMINGTON RM 2
 GC0608  PID         -  GC0608
 GC0608  STATE/COUNTY-  TN/DAVIDSON
 GC0608  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0608
 GC0608                         *CURRENT SURVEY CONTROL
 GC0608  ___________________________________________________________________
 GC0608* NAD 83(1986)-  36 08 05.     (N)    086 49 25.     (W)     SCALED    
 GC0608* NAVD 88     -       175.870  (meters)     577.00   (feet)  ADJUSTED  
 GC0608  ___________________________________________________________________
 GC0608  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0608  DYNAMIC HT  -         175.719 (meters)     576.50  (feet)  COMP
 GC0608  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0608
 GC0608  VERT ORDER  -  SECOND    CLASS 0
 GC0608
 GC0608.The horizontal coordinates were scaled from a topographic map and have
 GC0608.an estimated accuracy of +/- 6 seconds.
 GC0608
 GC0608.The orthometric height was determined by differential leveling
 GC0608.and adjusted by the National Geodetic Survey in June 1991..
 GC0608
 GC0608.The geoid height was determined by GEOID03.
 GC0608
 GC0608.The dynamic height is computed by dividing the NAVD 88
 GC0608.geopotential number by the normal gravity value computed on the
 GC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0608.degrees latitude (g = 980.6199 gals.).
 GC0608
 GC0608.The modeled gravity was interpolated from observed gravity values.
 GC0608
 GC0608;                    North         East    Units  Estimated Accuracy
 GC0608;SPC TN       -   200,180.      525,870.      MT  (+/- 180 meters Scaled)
 GC0608
 GC0608                          SUPERSEDED SURVEY CONTROL
 GC0608
 GC0608  NGVD 29 (??/??/92)  175.890  (m)          577.07   (f) ADJ UNCH    2 0
 GC0608
 GC0608.Superseded values are not recommended for survey control.
 GC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0608.See file dsdata.txt to determine how the superseded data were derived.
 GC0608
 GC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE158989(NAD 83)
 GC0608_MARKER: DD = SURVEY DISK
 GC0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0608_STAMPING: 2565
 GC0608_MARK LOGO: TNGS  
 GC0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0608+STABILITY: SURFACE MOTION
 GC0608
 GC0608  HISTORY     - Date     Condition        Report By
 GC0608  HISTORY     - UNK      MONUMENTED       TNGS
 GC0608  HISTORY     - 1960     GOOD             NGS
 GC0608
 GC0608                          STATION DESCRIPTION
 GC0608
 GC0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0608'AT NASHVILLE.
 GC0608'THIS MARK IS LOCATED AT THE ELMINGTON 1959 STATION SITE, 115 FT.
 GC0608'NORTHEAST OF THE STATION MARK, 1 FT. SOUTH OF THE SOUTH CURB OF
 GC0608'WEST END AVENUE AND 0.5 FT. EAST OF THE EAST EDGE OF THE EAST CURB
 GC0608'OF ELMINGTON AVENUE, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 GC0608'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0462 ***********************************************************************
 GC0462  DESIGNATION -  2569 RESET
 GC0462  PID         -  GC0462
 GC0462  STATE/COUNTY-  TN/DAVIDSON
 GC0462  USGS QUAD   -  OAK HILL (1968)
 GC0462
 GC0462                         *CURRENT SURVEY CONTROL
 GC0462  ___________________________________________________________________
 GC0462* NAD 83(1986)-  36 07 10.     (N)    086 51 19.     (W)     SCALED    
 GC0462* NAVD 88     -       142.77   (meters)     468.4    (feet)  RESET     
 GC0462  ___________________________________________________________________
 GC0462  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0462
 GC0462  VERT ORDER  -  THIRD
 GC0462
 GC0462.The horizontal coordinates were scaled from a topographic map and have
 GC0462.an estimated accuracy of +/- 6 seconds.
 GC0462
 GC0462.The orthometric height was computed from unverified reset data.
 GC0462
 GC0462.The geoid height was determined by GEOID03.
 GC0462
 GC0462;                    North         East    Units  Estimated Accuracy
 GC0462;SPC TN       -   198,510.      523,010.      MT  (+/- 180 meters Scaled)
 GC0462
 GC0462                          SUPERSEDED SURVEY CONTROL
 GC0462
 GC0462.No superseded survey control is available for this station.
 GC0462
 GC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE130972(NAD 83)
 GC0462_MARKER: DB = BENCH MARK DISK
 GC0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0462_STAMPING: 2569 TNGS RESET 1969
 GC0462_MARK LOGO: CGS   
 GC0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0462+STABILITY: SURFACE MOTION
 GC0462
 GC0462  HISTORY     - Date     Condition        Report By
 GC0462  HISTORY     - 1969     MONUMENTED       CGS
 GC0462
 GC0462                          STATION DESCRIPTION
 GC0462
 GC0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GC0462'5.5 MI W FROM NASHVILLE.
 GC0462'ABOUT 5.5 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0462'FROM THE UNION STATION IN THE SOUTH ANGLE OF THE INTERSECTION OF
 GC0462'HARDING ROAD (U.S. HIGHWAY 70S) AND BELLE MEADE BOULEVARD.  IT IS
 GC0462'157.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD, 142 FEET
 GC0462'SOUTH OF THE APPROXIMATE CENTER OF THE INTERSECTION OF HARDING ROAD
 GC0462'AND BELLE MEADE BOULEVARD, 55 FEET NORTH OF A 30-INCH RED MAPLE
 GC0462'TREE, 45 FEET WEST OF THE APPROXIMATE CENTER OF THE SOUTHBOUND
 GC0462'LANE OF BELLE MEADE BOULEVARD, 43 FEET SOUTHEAST OF THE APPROXIMATE
 GC0462'CENTER OF HARDING ROAD, AND 29 FEET EAST OF UTILITY AND LAMP POLE
 GC0462'NO. 10426-14.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR
 GC0462'THE EAST END OF THE TOP OF A CONCRETE HEADWALL IN THE SOUTH ANGLE
 GC0462'OF THE STREETS, AND THE DISK IS STAMPED 2569 TGS RESET 1969.
 GC0462'NO WITNESS POST SET, MARK IN TENDED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0476 ***********************************************************************
 FF0476  DESIGNATION -  257
 FF0476  PID         -  FF0476
 FF0476  STATE/COUNTY-  TN/SHELBY
 FF0476  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0476
 FF0476                         *CURRENT SURVEY CONTROL
 FF0476  ___________________________________________________________________
 FF0476* NAD 83(1986)-  35 02 56.     (N)    090 06 12.     (W)     SCALED    
 FF0476* NAVD 88     -        78.357  (meters)     257.08   (feet)  ADJUSTED  
 FF0476  ___________________________________________________________________
 FF0476  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0476  DYNAMIC HT  -          78.285 (meters)     256.84  (feet)  COMP
 FF0476  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FF0476
 FF0476  VERT ORDER  -  FIRST     CLASS II
 FF0476
 FF0476.The horizontal coordinates were scaled from a topographic map and have
 FF0476.an estimated accuracy of +/- 6 seconds.
 FF0476
 FF0476.The orthometric height was determined by differential leveling
 FF0476.and adjusted by the National Geodetic Survey in June 1991..
 FF0476
 FF0476.The geoid height was determined by GEOID03.
 FF0476
 FF0476.The dynamic height is computed by dividing the NAVD 88
 FF0476.geopotential number by the normal gravity value computed on the
 FF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0476.degrees latitude (g = 980.6199 gals.).
 FF0476
 FF0476.The modeled gravity was interpolated from observed gravity values.
 FF0476
 FF0476;                    North         East    Units  Estimated Accuracy
 FF0476;SPC TN       -    87,240.      225,730.      MT  (+/- 180 meters Scaled)
 FF0476
 FF0476                          SUPERSEDED SURVEY CONTROL
 FF0476
 FF0476  NGVD 29 (??/??/??)   78.332  (m)          256.99   (f) ADJUSTED    1 2
 FF0476
 FF0476.Superseded values are not recommended for survey control.
 FF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0476.See file dsdata.txt to determine how the superseded data were derived.
 FF0476
 FF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU642823(NAD 83)
 FF0476_MARKER: P = PIPE CAP
 FF0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0476_STAMPING: 257
 FF0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0476
 FF0476  HISTORY     - Date     Condition        Report By
 FF0476  HISTORY     - UNK      MONUMENTED       USGS
 FF0476  HISTORY     - 1956     POOR             CGS
 FF0476  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0476
 FF0476                          STATION DESCRIPTION
 FF0476
 FF0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0476'4.2 MI SW FROM MEMPHIS.
 FF0476'4.15 MILES SOUTHWEST AND SOUTH ALONG THE ILLINOIS CENTRAL
 FF0476'RAILROAD FROM THE CROSSING OF FLORIDA STREET AT MEMPHIS, AT
 FF0476'CROSSING OF FIELDS ROAD AT HULET, 205 1/2 FEET SOUTH-SOUTHEAST
 FF0476'AND ACROSS TRACK AND FIELDS ROAD FROM MILE POST 7, 75 FEET
 FF0476'EAST-SOUTHEAST OF NEAR RAIL OF TRACK, 14 FEET SOUTH OF CENTER
 FF0476'LINE OF FIELDS ROAD, 7 1/2 FEET WEST OF POWER LINE BRACE
 FF0476'POLE NO. 63564, 56 1/2 FEET SOUTH-SOUTHWEST AND ACROSS FIELDS
 FF0476'ROAD FROM BENCH MARK S 75 AND IS A U.S.G.S. CAP ON A 4-INCH
 FF0476'PIPE PROJECTING 25 INCHES.  NOTE-- THE PIPE LEANS TO THE
 FF0476'SOUTHEAST AND IS VERY LOOSE IN GROUND.  THE ROD WAS HELD ON
 FF0476'THE EY OF THE CASTING SURVEY.  MARK SHOULD BE USED WITH EXTREME
 FF0476'CAUTION.  THE MILE POSTS ALONG THIS PORTION OF TRACK ARE NOT
 FF0476'UNIFORMLY 1-MILE APART.  THE DISTANCE BETWEEN MILE POSTS M 6
 FF0476'AND M 7 IS 0.7 MILE.
 FF0476
 FF0476                          STATION RECOVERY (1976)
 FF0476
 FF0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0463 ***********************************************************************
 GC0463  DESIGNATION -  2570
 GC0463  PID         -  GC0463
 GC0463  STATE/COUNTY-  TN/DAVIDSON
 GC0463  USGS QUAD   -  OAK HILL (1968)
 GC0463
 GC0463                         *CURRENT SURVEY CONTROL
 GC0463  ___________________________________________________________________
 GC0463* NAD 83(1986)-  36 06 54.     (N)    086 51 42.     (W)     SCALED    
 GC0463* NAVD 88     -       145.351  (meters)     476.87   (feet)  ADJUSTED  
 GC0463  ___________________________________________________________________
 GC0463  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0463  DYNAMIC HT  -         145.226 (meters)     476.46  (feet)  COMP
 GC0463  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GC0463
 GC0463  VERT ORDER  -  FIRST     CLASS II
 GC0463
 GC0463.The horizontal coordinates were scaled from a topographic map and have
 GC0463.an estimated accuracy of +/- 6 seconds.
 GC0463
 GC0463.The orthometric height was determined by differential leveling
 GC0463.and adjusted by the National Geodetic Survey in June 1991..
 GC0463
 GC0463.The geoid height was determined by GEOID03.
 GC0463
 GC0463.The dynamic height is computed by dividing the NAVD 88
 GC0463.geopotential number by the normal gravity value computed on the
 GC0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0463.degrees latitude (g = 980.6199 gals.).
 GC0463
 GC0463.The modeled gravity was interpolated from observed gravity values.
 GC0463
 GC0463;                    North         East    Units  Estimated Accuracy
 GC0463;SPC TN       -   198,020.      522,430.      MT  (+/- 180 meters Scaled)
 GC0463
 GC0463                          SUPERSEDED SURVEY CONTROL
 GC0463
 GC0463  NGVD 29 (??/??/92)  145.373  (m)          476.94   (f) ADJ UNCH    1 2
 GC0463
 GC0463.Superseded values are not recommended for survey control.
 GC0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0463.See file dsdata.txt to determine how the superseded data were derived.
 GC0463
 GC0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE124967(NAD 83)
 GC0463_MARKER: DD = SURVEY DISK
 GC0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0463_STAMPING: 2570
 GC0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0463+STABILITY: SURFACE MOTION
 GC0463
 GC0463  HISTORY     - Date     Condition        Report By
 GC0463  HISTORY     - UNK      MONUMENTED       TNGS
 GC0463  HISTORY     - 1948     GOOD             NGS
 GC0463
 GC0463                          STATION DESCRIPTION
 GC0463
 GC0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0463'6 MI W FROM NASHVILLE.
 GC0463'6.0 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0463'RAILWAY FROM THE UNION STATION AT NASHVILLE, AT THE CROSSING OF
 GC0463'DAVIDSON ROAD, ABOUT 0.2 MILE SOUTHWEST OF THE SOUTHWEST END OF
 GC0463'BRIDGE OVER RICHLAND CREEK, IN THE SOUTH ANGLE OF THE CROSSING, ABOUT
 GC0463'6 RAILS NORTHEAST OF MILE POST 6, 63 FEET NORTHWEST OF THE CENTER
 GC0463'LINE OF HARDING ROAD PARALLELING THE TRACK, 41.5 FEET SOUTHEAST
 GC0463'OF THE SOUTHEAST RAIL, 18.5 FEET SOUTHWEST OF THE CENTER LINE OF
 GC0463'DAVIDSON ROAD, 6 FEET WEST OF A 30-INCH HACKBERRY TREE, ABOUT 3
 GC0463'FEET BELOW THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 GC0463'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0464 ***********************************************************************
 GC0464  DESIGNATION -  2571
 GC0464  PID         -  GC0464
 GC0464  STATE/COUNTY-  TN/DAVIDSON
 GC0464  USGS QUAD   -  OAK HILL (1968)
 GC0464
 GC0464                         *CURRENT SURVEY CONTROL
 GC0464  ___________________________________________________________________
 GC0464* NAD 83(1986)-  36 06 34.     (N)    086 51 57.     (W)     SCALED    
 GC0464* NAVD 88     -       148.670  (meters)     487.76   (feet)  ADJUSTED  
 GC0464  ___________________________________________________________________
 GC0464  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0464  DYNAMIC HT  -         148.542 (meters)     487.34  (feet)  COMP
 GC0464  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 GC0464
 GC0464  VERT ORDER  -  FIRST     CLASS II
 GC0464
 GC0464.The horizontal coordinates were scaled from a topographic map and have
 GC0464.an estimated accuracy of +/- 6 seconds.
 GC0464
 GC0464.The orthometric height was determined by differential leveling
 GC0464.and adjusted by the National Geodetic Survey in June 1991..
 GC0464
 GC0464.The geoid height was determined by GEOID03.
 GC0464
 GC0464.The dynamic height is computed by dividing the NAVD 88
 GC0464.geopotential number by the normal gravity value computed on the
 GC0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0464.degrees latitude (g = 980.6199 gals.).
 GC0464
 GC0464.The modeled gravity was interpolated from observed gravity values.
 GC0464
 GC0464;                    North         East    Units  Estimated Accuracy
 GC0464;SPC TN       -   197,400.      522,050.      MT  (+/- 180 meters Scaled)
 GC0464
 GC0464                          SUPERSEDED SURVEY CONTROL
 GC0464
 GC0464  NGVD 29 (??/??/92)  148.691  (m)          487.83   (f) ADJ UNCH    1 2
 GC0464
 GC0464.Superseded values are not recommended for survey control.
 GC0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0464.See file dsdata.txt to determine how the superseded data were derived.
 GC0464
 GC0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE120960(NAD 83)
 GC0464_MARKER: DD = SURVEY DISK
 GC0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0464_STAMPING: 2571
 GC0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0464+STABILITY: SURFACE MOTION
 GC0464
 GC0464  HISTORY     - Date     Condition        Report By
 GC0464  HISTORY     - UNK      MONUMENTED       TNGS
 GC0464  HISTORY     - 1948     GOOD             NGS
 GC0464
 GC0464                          STATION DESCRIPTION
 GC0464
 GC0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0464'6.4 MI W FROM NASHVILLE.
 GC0464'6.4 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0464'RAILWAY FROM THE UNION STATION AT NASHVILLE, ABOUT 0.1 MILE
 GC0464'NORTHEAST OF THE CROSSING OF A ROAD LEADING TO THE NASHVILLE
 GC0464'GUN CLUB, 60.5 FEET NORTHEAST OF POLE 6+15 AND ABOUT IN LINE WITH
 GC0464'THE ROW OF POLES, 21.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GC0464'MAIN TRACK, 17 FEET SOUTHEAST OF THE NORTHWEST R/W FENCE LINE, 7
 GC0464'FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, ON THE
 GC0464'NORTHWEST FILL OF THE TRACK, 1 FOOT SOUTHWEST OF A WHITE WOODEN
 GC0464'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 GC0464'OF A CONCRETE POST ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2320 ***********************************************************************
 GC2320  DESIGNATION -  2579
 GC2320  PID         -  GC2320
 GC2320  STATE/COUNTY-  TN/DAVIDSON
 GC2320  USGS QUAD   -  BELLEVUE (1983)
 GC2320
 GC2320                         *CURRENT SURVEY CONTROL
 GC2320  ___________________________________________________________________
 GC2320* NAD 83(1995)-  36 04 44.75167(N)    086 57 10.53698(W)     ADJUSTED  
 GC2320* NAVD 88     -       187.77   (+/-2cm)     616.0    (feet)  VERTCON   
 GC2320  ___________________________________________________________________
 GC2320  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GC2320  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2320
 GC2320  HORZ ORDER  -  SECOND
 GC2320  VERT ORDER  -  THIRD ? (See Below)
 GC2320
 GC2320.The horizontal coordinates were established by classical geodetic methods
 GC2320.and adjusted by the National Geodetic Survey in April 1999..
 GC2320
 GC2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2320.The vertical order pertains to the NGVD 29 superseded value.
 GC2320
 GC2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2320
 GC2320.The geoid height was determined by GEOID03.
 GC2320
 GC2320;                    North         East     Units Scale Factor Converg.
 GC2320;SPC TN       -   194,109.559   514,171.477   MT  0.99995752   -0 33 28.4
 GC2320;SPC TN       -   636,841.11  1,686,910.92   sFT  0.99995752   -0 33 28.4
 GC2320;UTM  16      - 3,992,722.626   504,238.343   MT  0.99960022   +0 01 39.8
 GC2320
 GC2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2320!SPC TN       -   0.99997509  x   0.99995752  =   0.99993261
 GC2320!UTM  16      -   0.99997509  x   0.99960022  =   0.99957532
 GC2320
 GC2320                          SUPERSEDED SURVEY CONTROL
 GC2320
 GC2320  NAD 83(1995)-  36 04 44.75368(N)    086 57 10.53907(W) AD(       ) 2
 GC2320  NAD 83(1995)-  36 04 44.75458(N)    086 57 10.53923(W) AD(       ) 2
 GC2320  NAD 83(1986)-  36 04 44.76193(N)    086 57 10.54021(W) AD(       ) 2
 GC2320  NAD 27      -  36 04 44.54530(N)    086 57 10.53050(W) AD(       ) 2
 GC2320  NGVD 29 (07/19/86)  187.79   (m)          616.1    (f) LEVELING    3  
 GC2320
 GC2320.Superseded values are not recommended for survey control.
 GC2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2320.See file dsdata.txt to determine how the superseded data were derived.
 GC2320
 GC2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0423892723(NAD 83)
 GC2320_MARKER: DE = TRAVERSE STATION DISK
 GC2320_SETTING: 0 = UNSPECIFIED SETTING
 GC2320_MARK LOGO: TNGS  
 GC2320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2320
 GC2320  HISTORY     - Date     Condition        Report By
 GC2320  HISTORY     - 1959     MONUMENTED       TNGS
 GC2320
 GC2320                          STATION DESCRIPTION
 GC2320
 GC2320'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2320'SEE STATION BELL SE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0564 ***********************************************************************
 GC0564  DESIGNATION -  2579=BELL SE RM 2
 GC0564  PID         -  GC0564
 GC0564  STATE/COUNTY-  TN/DAVIDSON
 GC0564  USGS QUAD   -  BELLEVUE (1983)
 GC0564
 GC0564                         *CURRENT SURVEY CONTROL
 GC0564  ___________________________________________________________________
 GC0564* NAD 83(1986)-  36 04 44.     (N)    086 57 10.     (W)     SCALED    
 GC0564* NAVD 88     -       187.765  (meters)     616.03   (feet)  ADJUSTED  
 GC0564  ___________________________________________________________________
 GC0564  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0564  DYNAMIC HT  -         187.602 (meters)     615.49  (feet)  COMP
 GC0564  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 GC0564
 GC0564  VERT ORDER  -  SECOND    CLASS 0
 GC0564
 GC0564.The horizontal coordinates were scaled from a topographic map and have
 GC0564.an estimated accuracy of +/- 6 seconds.
 GC0564
 GC0564.The orthometric height was determined by differential leveling
 GC0564.and adjusted by the National Geodetic Survey in June 1991..
 GC0564
 GC0564.The geoid height was determined by GEOID03.
 GC0564
 GC0564.The dynamic height is computed by dividing the NAVD 88
 GC0564.geopotential number by the normal gravity value computed on the
 GC0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0564.degrees latitude (g = 980.6199 gals.).
 GC0564
 GC0564.The modeled gravity was interpolated from observed gravity values.
 GC0564
 GC0564;                    North         East    Units  Estimated Accuracy
 GC0564;SPC TN       -   194,090.      514,190.      MT  (+/- 180 meters Scaled)
 GC0564
 GC0564                          SUPERSEDED SURVEY CONTROL
 GC0564
 GC0564  NGVD 29 (??/??/92)  187.787  (m)          616.10   (f) ADJ UNCH    2 0
 GC0564
 GC0564.Superseded values are not recommended for survey control.
 GC0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0564.See file dsdata.txt to determine how the superseded data were derived.
 GC0564
 GC0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE042926(NAD 83)
 GC0564_MARKER: DD = SURVEY DISK
 GC0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0564_STAMPING: 2579
 GC0564_MARK LOGO: TNGS  
 GC0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0564+STABILITY: SURFACE MOTION
 GC0564
 GC0564  HISTORY     - Date     Condition        Report By
 GC0564  HISTORY     - UNK      MONUMENTED       TNGS
 GC0564  HISTORY     - 1959     GOOD             NGS
 GC0564
 GC0564                          STATION DESCRIPTION
 GC0564
 GC0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0564'9 MI SW FROM NASHVILLE.
 GC0564'THIS MARK IS LOCATED AT THE BELL SE 1959 STATION SITE, 60.4 FT.
 GC0564'WEST OF THE STATION MARK, 27 FT. SOUTH OF THE CENTER OF U.S.
 GC0564'HIGHWAY 70 S, 13 FT. WEST OF A FARM DRIVEWAY AND 2 FEET NORTH
 GC0564'OF A BOARD FENCE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC0564'15 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0579 ***********************************************************************
 GC0579  DESIGNATION -  2599
 GC0579  PID         -  GC0579
 GC0579  STATE/COUNTY-  TN/DAVIDSON
 GC0579  USGS QUAD   -  SCOTTSBORO (1983)
 GC0579
 GC0579                         *CURRENT SURVEY CONTROL
 GC0579  ___________________________________________________________________
 GC0579* NAD 83(1986)-  36 08 01.     (N)    086 53 29.     (W)     SCALED    
 GC0579* NAVD 88     -       155.264  (meters)     509.40   (feet)  ADJUSTED  
 GC0579  ___________________________________________________________________
 GC0579  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0579  DYNAMIC HT  -         155.130 (meters)     508.96  (feet)  COMP
 GC0579  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC0579
 GC0579  VERT ORDER  -  SECOND    CLASS 0
 GC0579
 GC0579.The horizontal coordinates were scaled from a topographic map and have
 GC0579.an estimated accuracy of +/- 6 seconds.
 GC0579
 GC0579.The orthometric height was determined by differential leveling
 GC0579.and adjusted by the National Geodetic Survey in June 1991..
 GC0579
 GC0579.The geoid height was determined by GEOID03.
 GC0579
 GC0579.The dynamic height is computed by dividing the NAVD 88
 GC0579.geopotential number by the normal gravity value computed on the
 GC0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0579.degrees latitude (g = 980.6199 gals.).
 GC0579
 GC0579.The modeled gravity was interpolated from observed gravity values.
 GC0579
 GC0579;                    North         East    Units  Estimated Accuracy
 GC0579;SPC TN       -   200,110.      519,770.      MT  (+/- 180 meters Scaled)
 GC0579
 GC0579                          SUPERSEDED SURVEY CONTROL
 GC0579
 GC0579  NGVD 29 (??/??/92)  155.285  (m)          509.46   (f) ADJ UNCH    2 0
 GC0579
 GC0579.Superseded values are not recommended for survey control.
 GC0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0579.See file dsdata.txt to determine how the superseded data were derived.
 GC0579
 GC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE097987(NAD 83)
 GC0579_MARKER: DD = SURVEY DISK
 GC0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0579_STAMPING: 2599
 GC0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0579+STABILITY: SURFACE MOTION
 GC0579
 GC0579  HISTORY     - Date     Condition        Report By
 GC0579  HISTORY     - UNK      MONUMENTED       TNGS
 GC0579  HISTORY     - 1959     GOOD             NGS
 GC0579
 GC0579                          STATION DESCRIPTION
 GC0579
 GC0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0579'3.2 MI SW FROM NASHVILLE.
 GC0579'THIS MARK IS LOCATED AT THE CHARLOTTE 1959 STATION SITE, 92.8
 GC0579'FT. SOUTHWEST OF THE STATION MARK, 27 FT. SOUTH OF THE CENTER
 GC0579'OF U.S. HIGHWAY 70 N, AND DIRECTLY UNDER A TELEPHONE CABLE, A
 GC0579'DISK SET IN TOP OF A 4 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GC0579'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2328 ***********************************************************************
 GC2328  DESIGNATION -  2599
 GC2328  PID         -  GC2328
 GC2328  STATE/COUNTY-  TN/DAVIDSON
 GC2328  USGS QUAD   -  SCOTTSBORO (1983)
 GC2328
 GC2328                         *CURRENT SURVEY CONTROL
 GC2328  ___________________________________________________________________
 GC2328* NAD 83(1995)-  36 08 00.02112(N)    086 53 28.90244(W)     ADJUSTED  
 GC2328* NAVD 88     -       155.26   (+/-2cm)     509.4    (feet)  VERTCON   
 GC2328  ___________________________________________________________________
 GC2328  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GC2328  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC2328
 GC2328  HORZ ORDER  -  SECOND
 GC2328  VERT ORDER  -  THIRD ? (See Below)
 GC2328
 GC2328.The horizontal coordinates were established by classical geodetic methods
 GC2328.and adjusted by the National Geodetic Survey in April 1999..
 GC2328
 GC2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2328.The vertical order pertains to the NGVD 29 superseded value.
 GC2328
 GC2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2328
 GC2328.The geoid height was determined by GEOID03.
 GC2328
 GC2328;                    North         East     Units Scale Factor Converg.
 GC2328;SPC TN       -   200,075.511   519,771.202   MT  0.99996200   -0 31 18.6
 GC2328;SPC TN       -   656,414.41  1,705,282.69   sFT  0.99996200   -0 31 18.6
 GC2328;UTM  16      - 3,998,743.349   509,774.796   MT  0.99960118   +0 03 50.6
 GC2328
 GC2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2328!SPC TN       -   0.99998022  x   0.99996200  =   0.99994222
 GC2328!UTM  16      -   0.99998022  x   0.99960118  =   0.99958141
 GC2328
 GC2328                          SUPERSEDED SURVEY CONTROL
 GC2328
 GC2328  NAD 83(1995)-  36 08 00.02319(N)    086 53 28.90443(W) AD(       ) 2
 GC2328  NAD 83(1995)-  36 08 00.02465(N)    086 53 28.90498(W) AD(       ) 2
 GC2328  NAD 83(1986)-  36 08 00.03140(N)    086 53 28.90594(W) AD(       ) 2
 GC2328  NAD 27      -  36 07 59.82220(N)    086 53 28.90000(W) AD(       ) 2
 GC2328  NGVD 29 (07/19/86)  155.28   (m)          509.4    (f) LEVELING    3  
 GC2328
 GC2328.Superseded values are not recommended for survey control.
 GC2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2328.See file dsdata.txt to determine how the superseded data were derived.
 GC2328
 GC2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0977598743(NAD 83)
 GC2328_MARKER: DD = SURVEY DISK
 GC2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2328_MARK LOGO: TNGS  
 GC2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2328+STABILITY: SURFACE MOTION
 GC2328
 GC2328  HISTORY     - Date     Condition        Report By
 GC2328  HISTORY     - 1959     MONUMENTED       TNGS
 GC2328
 GC2328                          STATION DESCRIPTION
 GC2328
 GC2328'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2328'SEE STATION CHARLOTTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0461 ***********************************************************************
 FF0461  DESIGNATION -  26
 FF0461  PID         -  FF0461
 FF0461  STATE/COUNTY-  TN/SHELBY
 FF0461  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0461
 FF0461                         *CURRENT SURVEY CONTROL
 FF0461  ___________________________________________________________________
 FF0461* NAD 83(1986)-  35 05 12.     (N)    090 03 47.     (W)     SCALED    
 FF0461* NAVD 88     -        73.189  (meters)     240.12   (feet)  ADJUSTED  
 FF0461  ___________________________________________________________________
 FF0461  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0461  DYNAMIC HT  -          73.122 (meters)     239.90  (feet)  COMP
 FF0461  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 FF0461
 FF0461  VERT ORDER  -  FIRST     CLASS I
 FF0461
 FF0461.The horizontal coordinates were scaled from a topographic map and have
 FF0461.an estimated accuracy of +/- 6 seconds.
 FF0461
 FF0461.The orthometric height was determined by differential leveling
 FF0461.and adjusted by the National Geodetic Survey in June 1991..
 FF0461
 FF0461.The geoid height was determined by GEOID03.
 FF0461
 FF0461.The dynamic height is computed by dividing the NAVD 88
 FF0461.geopotential number by the normal gravity value computed on the
 FF0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0461.degrees latitude (g = 980.6199 gals.).
 FF0461
 FF0461.The modeled gravity was interpolated from observed gravity values.
 FF0461
 FF0461;                    North         East    Units  Estimated Accuracy
 FF0461;SPC TN       -    91,270.      229,580.      MT  (+/- 180 meters Scaled)
 FF0461
 FF0461                          SUPERSEDED SURVEY CONTROL
 FF0461
 FF0461  NGVD 29 (??/??/??)   73.166  (m)          240.05   (f) ADJUSTED    1 1
 FF0461
 FF0461.Superseded values are not recommended for survey control.
 FF0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0461.See file dsdata.txt to determine how the superseded data were derived.
 FF0461
 FF0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU677866(NAD 83)
 FF0461_MARKER: DD = SURVEY DISK
 FF0461_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FF0461_SP_SET: PREFAB CONC. POST IN EARTH
 FF0461_STAMPING: 26
 FF0461_MARK LOGO: TNDG  
 FF0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0461+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0461
 FF0461  HISTORY     - Date     Condition        Report By
 FF0461  HISTORY     - UNK      MONUMENTED       TNDG
 FF0461  HISTORY     - 1974     GOOD             NGS
 FF0461  HISTORY     - 1976     GOOD             NGS
 FF0461  HISTORY     - 19911112 GOOD             NGS
 FF0461  HISTORY     - 19950322 GOOD             TN1620
 FF0461  HISTORY     - 20021028 GOOD             USACE
 FF0461
 FF0461                          STATION DESCRIPTION
 FF0461
 FF0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0461'0.5 MI E FROM MEMPHIS.
 FF0461'ABOUT 0.5 MILE EAST ALONG MALLORY AVENUE FROM THE CROSSING
 FF0461'OF ILLINOIS CENTRAL RAILROAD AT MEMPHIS, THENCE 0.35 MILE WEST OF
 FF0461'THE INTERSECTION OF SOUTH THIRD STREET (U.S. HIGHWAY 61), AT
 FF0461'THE INTERSECTION OF FLORIDA STREET, 38 FEET WEST OF THE CENTER
 FF0461'LINE OF FLORIDA STREET, 26.2 FEET NORTH OF THE CENTER LINE OF
 FF0461'MALLORY AVENUE, 24 FEET SOUTH OF AN IRON POST AT THE SOUTHEAST
 FF0461'CORNER OF A BRICK GROCERY STORE, 8 FEET WEST-SOUTHWEST OF LIGHT
 FF0461'POLE 76944, SET IN TOP OF A CONCRETE POST INCORPORATED WITH
 FF0461'SIDEWALK, FLUSH WITH THE SIDEWALK AND 1 FOOT ABOVE LEVEL OF
 FF0461'MALLORY AVENUE.
 FF0461
 FF0461                          STATION RECOVERY (1976)
 FF0461
 FF0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0461'RECOVERED IN GOOD CONDITION.
 FF0461
 FF0461                          STATION RECOVERY (1991)
 FF0461
 FF0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0461'IN MEMPHIS, AT THE INTERSECTION OF FLORIDA STREET AND MALLORY AVENUE,
 FF0461'11.6 M (38.1 FT) WEST OF AND LEVEL WITH THE STREET CENTERLINE, 7.3 M
 FF0461'(24.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE FLORIDA STREET
 FF0461'GROCERY, AND 6.4 M (21.0 FT) NORTH OF THE AVENUE CENTERLINE.
 FF0461'NOTE--THE MONUMENT IS SURROUNDED BY AND LEVEL WITH A SIDEWALK.
 FF0461
 FF0461                          STATION RECOVERY (1995)
 FF0461
 FF0461'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0461'RECOVERED IN GOOD CONDITION.
 FF0461
 FF0461                          STATION RECOVERY (2002)
 FF0461
 FF0461'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2571 ***********************************************************************
 AJ2571  DESIGNATION -  26
 AJ2571  PID         -  AJ2571
 AJ2571  STATE/COUNTY-  TN/SHELBY
 AJ2571  USGS QUAD   -  MILLINGTON (1997)
 AJ2571
 AJ2571                         *CURRENT SURVEY CONTROL
 AJ2571  ___________________________________________________________________
 AJ2571* NAD 83(1995)-  35 20 01.39163(N)    089 55 05.00905(W)     ADJUSTED  
 AJ2571* NAVD 88     -        80.7    (meters)     265.     (feet)  GPS OBS   
 AJ2571  ___________________________________________________________________
 AJ2571  X           -       7,449.891 (meters)                     COMP
 AJ2571  Y           -  -5,209,140.730 (meters)                     COMP
 AJ2571  Z           -   3,668,164.147 (meters)                     COMP
 AJ2571  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AJ2571  ELLIP HEIGHT-          53.41  (meters)          (04/26/01) GPS OBS
 AJ2571  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2571
 AJ2571  HORZ ORDER  -  FIRST
 AJ2571  ELLP ORDER  -  FOURTH    CLASS I
 AJ2571
 AJ2571.The horizontal coordinates were established by GPS observations
 AJ2571.and adjusted by the National Geodetic Survey in April 2001..
 AJ2571
 AJ2571.The orthometric height was determined by GPS observations and a
 AJ2571.high-resolution geoid model.
 AJ2571
 AJ2571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2571
 AJ2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2571
 AJ2571.The ellipsoidal height was determined by GPS observations
 AJ2571.and is referenced to NAD 83.
 AJ2571
 AJ2571.The geoid height was determined by GEOID03.
 AJ2571
 AJ2571;                    North         East     Units Scale Factor Converg.
 AJ2571;SPC TN       -   118,122.172   243,885.905   MT  0.99998628   -2 17 37.6
 AJ2571;SPC TN       -   387,539.16    800,149.01   sFT  0.99998628   -2 17 37.6
 AJ2571;UTM  16      - 3,913,960.464   234,769.713   MT  1.00046703   -1 41 19.0
 AJ2571;UTM  15      - 3,914,412.094   780,130.804   MT  1.00056720   +1 47 00.8
 AJ2571
 AJ2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2571!SPC TN       -   0.99999162  x   0.99998628  =   0.99997790
 AJ2571!UTM  16      -   0.99999162  x   1.00046703  =   1.00045864
 AJ2571!UTM  15      -   0.99999162  x   1.00056720  =   1.00055881
 AJ2571
 AJ2571                          SUPERSEDED SURVEY CONTROL
 AJ2571
 AJ2571.No superseded survey control is available for this station.
 AJ2571
 AJ2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3477013960(NAD 83)
 AJ2571_MARKER: DD = SURVEY DISK
 AJ2571_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2571+WITH SETTING: INFORMATION.
 AJ2571_STAMPING: 026
 AJ2571_MARK LOGO: MLGW  
 AJ2571_PROJECTION: FLUSH
 AJ2571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2571+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2571_ROD/PIPE-DEPTH:  0.8 meters
 AJ2571
 AJ2571  HISTORY     - Date     Condition        Report By
 AJ2571  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2571
 AJ2571                          STATION DESCRIPTION
 AJ2571
 AJ2571'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2571'THE STATION IS LOCATED IN NORTHWEST SHEBLY COUNTY IN MILLINGTON
 AJ2571'TENNESSEE.
 AJ2571'TO REACH THE STATION FROM THE INTERSECTION OF NAVY ROAD IN MILLINGTON
 AJ2571'AND HIGHWAY 51 (HWY-51) , PROCEED SOUTHWEST ON HIGHWAY 51 FOR
 AJ2571'APPROXIMATELY 0.70 MILE (1.13 KM) TO BIG CREEK DRAINAGE CANAL.  THE
 AJ2571'STATION IS ON THE LEFT.
 AJ2571'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2571'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2571'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 262.00 FEET (79.86 M)
 AJ2571'SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER BIG CREEK
 AJ2571'DRAINAGE CANAL, BRIDGE NO.  79-3-27.55, 48.50 FEET (14.78 M) SOUTHWEST
 AJ2571'OF A SIGNAL ANCHOR POLE, 30.3 FEET (9.2 M) EAST OF THE CENTERLINE OF
 AJ2571'THE NORTH BOUND LANE OF HIGHWAY 51.  THE STATION IS GUARDED BY A
 AJ2571'YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2571'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3035 ***********************************************************************
 GA3035  DESIGNATION -  260
 GA3035  PID         -  GA3035
 GA3035  STATE/COUNTY-  TN/CLAIBORNE
 GA3035  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3035
 GA3035                         *CURRENT SURVEY CONTROL
 GA3035  ___________________________________________________________________
 GA3035* NAD 83(1995)-  36 34 03.49729(N)    083 38 57.61073(W)     ADJUSTED  
 GA3035* NAVD 88     -       403.113  (meters)    1322.55   (feet)  ADJUSTED  
 GA3035  ___________________________________________________________________
 GA3035  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 GA3035  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GA3035  DYNAMIC HT  -         402.758 (meters)    1321.38  (feet)  COMP
 GA3035  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 GA3035
 GA3035  HORZ ORDER  -  SECOND
 GA3035  VERT ORDER  -  SECOND    CLASS 0
 GA3035
 GA3035.The horizontal coordinates were established by classical geodetic methods
 GA3035.and adjusted by the National Geodetic Survey in April 1999..
 GA3035
 GA3035.The orthometric height was determined by differential leveling
 GA3035.and adjusted by the National Geodetic Survey in June 1991..
 GA3035
 GA3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3035
 GA3035.The geoid height was determined by GEOID03.
 GA3035
 GA3035.The dynamic height is computed by dividing the NAVD 88
 GA3035.geopotential number by the normal gravity value computed on the
 GA3035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3035.degrees latitude (g = 980.6199 gals.).
 GA3035
 GA3035.The modeled gravity was interpolated from observed gravity values.
 GA3035
 GA3035;                    North         East     Units Scale Factor Converg.
 GA3035;SPC TN       -   250,428.849   810,401.369   MT  1.00003026   +1 22 34.2
 GA3035;SPC TN       -   821,615.32  2,658,791.82   sFT  1.00003026   +1 22 34.2
 GA3035;UTM  17      - 4,050,177.729   262,919.783   MT  1.00029254   -1 34 44.9
 GA3035
 GA3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3035!SPC TN       -   0.99994153  x   1.00003026  =   0.99997179
 GA3035!UTM  17      -   0.99994153  x   1.00029254  =   1.00023406
 GA3035
 GA3035|---------------------------------------------------------------------|
 GA3035| PID    Reference Object                     Distance      Geod. Az  |
 GA3035|                                                           dddmmss.s |
 GA3035| GA3034 260 RM 1                             19.903 METERS 10845     |
 GA3035| GA3036 260 RM 2                             20.363 METERS 22626     |
 GA3035| GA3033 260 AZ MK                                          3413126.7 |
 GA3035|---------------------------------------------------------------------|
 GA3035
 GA3035                          SUPERSEDED SURVEY CONTROL
 GA3035
 GA3035  NAD 83(1995)-  36 34 03.49746(N)    083 38 57.61101(W) AD(       ) 2
 GA3035  NAD 83(1995)-  36 34 03.49158(N)    083 38 57.60263(W) AD(       ) 2
 GA3035  NAD 83(1995)-  36 34 03.50636(N)    083 38 57.61160(W) AD(       ) 2
 GA3035  NAD 83(1986)-  36 34 03.50650(N)    083 38 57.61163(W) AD(       ) 2
 GA3035  NAD 27      -  36 34 03.22484(N)    083 38 57.92673(W) AD(       ) 2
 GA3035  NGVD 29 (??/??/92)  403.245  (m)         1322.98   (f) ADJ UNCH    2 0
 GA3035
 GA3035.Superseded values are not recommended for survey control.
 GA3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3035.See file dsdata.txt to determine how the superseded data were derived.
 GA3035
 GA3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6292050178(NAD 83)
 GA3035_MARKER: DS = TRIANGULATION STATION DISK
 GA3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3035_STAMPING: 260
 GA3035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3035+STABILITY: SURFACE MOTION
 GA3035
 GA3035  HISTORY     - Date     Condition        Report By
 GA3035  HISTORY     - 1963     MONUMENTED       TNGS
 GA3035  HISTORY     - 1963     GOOD             TNHD
 GA3035  HISTORY     - 1989     GOOD             VADHT
 GA3035
 GA3035                          STATION DESCRIPTION
 GA3035
 GA3035'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963 (JAG)
 GA3035'THE STATION IS LOCATED IN HARROGATE ON THE LINCOLN MEMORIAL
 GA3035'UNIVERSITY PROPERTY.
 GA3035'
 GA3035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3035'ROUTE 63 IN HARROGATE, GO
 GA3035'0.2 MILE NORTHWEST ON U.S.  HIGHWAY 25E TO A SMALL
 GA3035'CLEARED KNOLL ON THE LEFT AND THE
 GA3035'STATION ON THE LEFT AS DESCRIBED.
 GA3035'
 GA3035'THE STATION IS SET IN THE NORTH SIDE OF THE HILL ABOUT 400 FEET WEST
 GA3035'OF U.S.  HIGHWAY 25E AND
 GA3035'250 FEET SOUTHEAST OF A FENCE CORNER.  IT IS A U.S.
 GA3035'COAST AND GEODETIC AND STATE
 GA3035'SURVEY DISK SET IN A 6-INCH SQUARE
 GA3035'CONCRETE MONUMENT, PROJECTING 12 INCHES ABOVE
 GA3035'THE SURFACE, AND THE
 GA3035'DISK IS STAMPED 260.
 GA3035'
 GA3035'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3035'SET IN A 10-INCH SQUARE,
 GA3035'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3035'TGS-260 RM-2 1963.
 GA3035'
 GA3035'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3035'SET IN A 10-INCH SQUARE,
 GA3035'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3035'TGS-260 RM-2 1963.
 GA3035'
 GA3035'THE AZIMUTH MARK IS 19 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GA3035'U.S. HIGHWAY 25E, 15 FEET
 GA3035'WEST OF AN 18-INCH CEDAR TREE, 11 FEET SOUTHEAST OF
 GA3035'TELEPHONE POLE NO.  212 AND 3
 GA3035'FEET SOUTHWEST OF A WIRE FENCE.  IT IS
 GA3035'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3035'IN A 10-INCH SQUARE,
 GA3035'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TGCS-260 AZI 1963.
 GA3035'
 GA3035'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 25E AND
 GA3035'STATE ROUTE 63 IN
 GA3035'HARROGATE, GO 0.5 MILE NORTHWEST ON U.S.  HIGHWAY 25E TO
 GA3035'THE MARK ON THE RIGHT AS
 GA3035'DESCRIBED.
 GA3035'
 GA3035'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GA3035
 GA3035                          STATION RECOVERY (1963)
 GA3035
 GA3035'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA3035'0.2 MI NW FROM HARROGATE.
 GA3035'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 63 IN
 GA3035'HARROGATE, GO 0.2 MILE NORTHWEST ON U.S. HIGHWAY 25E TO A SMALL
 GA3035'CLEARED KNOLL ON THE LEFT AND THE STATION.  THE STATION IS SET
 GA3035'ON THE NORTH SIDE OF THE KNOLL ABOUT 400 FEET WEST OF U.S.
 GA3035'HIGHWAY 25E AND 250 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK IS
 GA3035'A U.S. COAST AND GEODETIC AND STATE SURVEY DISK SET IN A 6-INCH
 GA3035'SQUARE, CONCRETE MONUMENT, PROJECTING 12 INCHES ABOVE THE SURFACE
 GA3035'AND IS LOCATED ON THE PROPERTY OF LINCOLN MEMORIAL UNIVERSITY.
 GA3035
 GA3035                          STATION RECOVERY (1989)
 GA3035
 GA3035'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1989 (JLS)
 GA3035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3033 ***********************************************************************
 GA3033  DESIGNATION -  260 AZ MK
 GA3033  PID         -  GA3033
 GA3033  STATE/COUNTY-  TN/CLAIBORNE
 GA3033  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3033
 GA3033                         *CURRENT SURVEY CONTROL
 GA3033  ___________________________________________________________________
 GA3033* NAD 83(1986)-  36 34 18.     (N)    083 39 04.     (W)     SCALED    
 GA3033* NAVD 88     -       388.649  (meters)    1275.09   (feet)  ADJUSTED  
 GA3033  ___________________________________________________________________
 GA3033  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA3033  DYNAMIC HT  -         388.307 (meters)    1273.97  (feet)  COMP
 GA3033  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 GA3033
 GA3033  VERT ORDER  -  SECOND    CLASS 0
 GA3033
 GA3033.The horizontal coordinates were scaled from a topographic map and have
 GA3033.an estimated accuracy of +/- 6 seconds.
 GA3033
 GA3033.The orthometric height was determined by differential leveling
 GA3033.and adjusted by the National Geodetic Survey in June 1991..
 GA3033
 GA3033.The geoid height was determined by GEOID03.
 GA3033
 GA3033.The dynamic height is computed by dividing the NAVD 88
 GA3033.geopotential number by the normal gravity value computed on the
 GA3033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3033.degrees latitude (g = 980.6199 gals.).
 GA3033
 GA3033.The modeled gravity was interpolated from observed gravity values.
 GA3033
 GA3033;                    North         East    Units  Estimated Accuracy
 GA3033;SPC TN       -   250,870.      810,230.      MT  (+/- 180 meters Scaled)
 GA3033
 GA3033                          SUPERSEDED SURVEY CONTROL
 GA3033
 GA3033  NGVD 29 (??/??/??)  388.84   (m)         1275.7    (f) RESET       3  
 GA3033
 GA3033.Superseded values are not recommended for survey control.
 GA3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3033.See file dsdata.txt to determine how the superseded data were derived.
 GA3033
 GA3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA627506(NAD 83)
 GA3033_MARKER: DZ = AZIMUTH MARK DISK
 GA3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3033_STAMPING: TGS-260 AZI 1963
 GA3033_MARK LOGO: TNHD  
 GA3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3033+STABILITY: SURFACE MOTION
 GA3033
 GA3033  HISTORY     - Date     Condition        Report By
 GA3033  HISTORY     - 1963     MONUMENTED       TNHD
 GA3033
 GA3033                          STATION DESCRIPTION
 GA3033
 GA3033'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3033'0.2 MI NW FROM HARROGATE.
 GA3033'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 63 IN
 GA3033'HARROGATE, GO 0.5 MILE NORTHWEST ON U.S. HIGHWAY 25E TO THE
 GA3033'MARK ON THE RIGHT, 19 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 GA3033'HIGHWAY 25E, 15 FEET WEST OF AN 18-INCH CEDAR TREE, 11 FEET
 GA3033'SOUTHEAST OF TELEPHONE POLE NO. 212, 3 FEET SOUTHWEST OF A
 GA3033'WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3033'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA3033'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3034 ***********************************************************************
 GA3034  DESIGNATION -  260 RM 1
 GA3034  PID         -  GA3034
 GA3034  STATE/COUNTY-  TN/CLAIBORNE
 GA3034  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3034
 GA3034                         *CURRENT SURVEY CONTROL
 GA3034  ___________________________________________________________________
 GA3034* NAD 83(1986)-  36 34 03.     (N)    083 38 58.     (W)     SCALED    
 GA3034* NAVD 88     -       403.095  (meters)    1322.49   (feet)  ADJUSTED  
 GA3034  ___________________________________________________________________
 GA3034  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GA3034  DYNAMIC HT  -         402.740 (meters)    1321.32  (feet)  COMP
 GA3034  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 GA3034
 GA3034  VERT ORDER  -  SECOND    CLASS 0
 GA3034
 GA3034.The horizontal coordinates were scaled from a topographic map and have
 GA3034.an estimated accuracy of +/- 6 seconds.
 GA3034
 GA3034.The orthometric height was determined by differential leveling
 GA3034.and adjusted by the National Geodetic Survey in June 1991..
 GA3034
 GA3034.The geoid height was determined by GEOID03.
 GA3034
 GA3034.The dynamic height is computed by dividing the NAVD 88
 GA3034.geopotential number by the normal gravity value computed on the
 GA3034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3034.degrees latitude (g = 980.6199 gals.).
 GA3034
 GA3034.The modeled gravity was interpolated from observed gravity values.
 GA3034
 GA3034;                    North         East    Units  Estimated Accuracy
 GA3034;SPC TN       -   250,410.      810,390.      MT  (+/- 180 meters Scaled)
 GA3034
 GA3034                          SUPERSEDED SURVEY CONTROL
 GA3034
 GA3034  NGVD 29 (??/??/92)  403.226  (m)         1322.92   (f) ADJ UNCH    2 0
 GA3034
 GA3034.Superseded values are not recommended for survey control.
 GA3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3034.See file dsdata.txt to determine how the superseded data were derived.
 GA3034
 GA3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA629501(NAD 83)
 GA3034_MARKER: DR = REFERENCE MARK DISK
 GA3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3034_STAMPING: TGS 260 RM-1
 GA3034_MARK LOGO: TNHD  
 GA3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3034+STABILITY: SURFACE MOTION
 GA3034
 GA3034  HISTORY     - Date     Condition        Report By
 GA3034  HISTORY     - 1963     MONUMENTED       TNHD
 GA3034  HISTORY     - 1963     GOOD             TNHD
 GA3034
 GA3034                          STATION DESCRIPTION
 GA3034
 GA3034'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3034'0.2 MI NW FROM HARROGATE.
 GA3034'THIS MARK IS LOCATED AT THE 260 STATION SITE, 65 FEET FROM THE
 GA3034'STATION AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3034'IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3036 ***********************************************************************
 GA3036  DESIGNATION -  260 RM 2
 GA3036  PID         -  GA3036
 GA3036  STATE/COUNTY-  TN/CLAIBORNE
 GA3036  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3036
 GA3036                         *CURRENT SURVEY CONTROL
 GA3036  ___________________________________________________________________
 GA3036* NAD 83(1986)-  36 34 03.     (N)    083 38 58.     (W)     SCALED    
 GA3036* NAVD 88     -       403.101  (meters)    1322.51   (feet)  ADJUSTED  
 GA3036  ___________________________________________________________________
 GA3036  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GA3036  DYNAMIC HT  -         402.747 (meters)    1321.35  (feet)  COMP
 GA3036  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 GA3036
 GA3036  VERT ORDER  -  SECOND    CLASS 0
 GA3036
 GA3036.The horizontal coordinates were scaled from a topographic map and have
 GA3036.an estimated accuracy of +/- 6 seconds.
 GA3036
 GA3036.The orthometric height was determined by differential leveling
 GA3036.and adjusted by the National Geodetic Survey in June 1991..
 GA3036
 GA3036.The geoid height was determined by GEOID03.
 GA3036
 GA3036.The dynamic height is computed by dividing the NAVD 88
 GA3036.geopotential number by the normal gravity value computed on the
 GA3036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3036.degrees latitude (g = 980.6199 gals.).
 GA3036
 GA3036.The modeled gravity was interpolated from observed gravity values.
 GA3036
 GA3036;                    North         East    Units  Estimated Accuracy
 GA3036;SPC TN       -   250,410.      810,390.      MT  (+/- 180 meters Scaled)
 GA3036
 GA3036                          SUPERSEDED SURVEY CONTROL
 GA3036
 GA3036  NGVD 29 (??/??/92)  403.233  (m)         1322.94   (f) ADJ UNCH    2 0
 GA3036
 GA3036.Superseded values are not recommended for survey control.
 GA3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3036.See file dsdata.txt to determine how the superseded data were derived.
 GA3036
 GA3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA629501(NAD 83)
 GA3036_MARKER: DR = REFERENCE MARK DISK
 GA3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3036_STAMPING: TGS 260 RM-2 1963
 GA3036_MARK LOGO: TNHD  
 GA3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3036+STABILITY: SURFACE MOTION
 GA3036
 GA3036  HISTORY     - Date     Condition        Report By
 GA3036  HISTORY     - 1963     MONUMENTED       TNHD
 GA3036
 GA3036                          STATION DESCRIPTION
 GA3036
 GA3036'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3036'0.2 MI NW FROM HARROGATE.
 GA3036'THIS MARK IS LOCATED AT THE 260 STATION SITE, 67 FEET FROM THE
 GA3036'STATION AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3036'IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0673 ***********************************************************************
 GA0673  DESIGNATION -  2600.3
 GA0673  PID         -  GA0673
 GA0673  STATE/COUNTY-  TN/CARTER
 GA0673  USGS QUAD   -  WATAUGA DAM (1960)
 GA0673
 GA0673                         *CURRENT SURVEY CONTROL
 GA0673  ___________________________________________________________________
 GA0673* NAD 83(1986)-  36 15 47.     (N)    082 01 09.     (W)     SCALED    
 GA0673* NAVD 88     -       792.20   (+/-2cm)    2599.1    (feet)  VERTCON   
 GA0673  ___________________________________________________________________
 GA0673  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA0673
 GA0673  VERT ORDER  -  ? (See Below)
 GA0673
 GA0673.The horizontal coordinates were scaled from a topographic map and have
 GA0673.an estimated accuracy of +/- 6 seconds.
 GA0673
 GA0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0673.The vertical order pertains to the NGVD 29 superseded value.
 GA0673
 GA0673.The geoid height was determined by GEOID03.
 GA0673
 GA0673;                    North         East    Units  Estimated Accuracy
 GA0673;SPC TN       -   221,380.      957,620.      MT  (+/- 180 meters Scaled)
 GA0673
 GA0673                          SUPERSEDED SURVEY CONTROL
 GA0673
 GA0673  NGVD 29 (??/??/92)  792.304  (m)         2599.42   (f) ADJ UNCH    ?  
 GA0673
 GA0673.Superseded values are not recommended for survey control.
 GA0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0673.See file dsdata.txt to determine how the superseded data were derived.
 GA0673
 GA0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA084136(NAD 83)
 GA0673_MARKER: Q = CHISELED SQUARE
 GA0673_SETTING: 66 = SET IN ROCK OUTCROP
 GA0673_SP_SET: SET IN ROCK OUTCROP
 GA0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0673+STABILITY: POSITION/ELEVATION WELL
 GA0673
 GA0673  HISTORY     - Date     Condition        Report By
 GA0673  HISTORY     - UNK      MONUMENTED       USGS
 GA0673  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0673
 GA0673                          STATION DESCRIPTION
 GA0673
 GA0673'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0673'0.5 MI W FROM MILLER CHAPEL.
 GA0673'0.5 MILE WEST ALONG THE HEATON BRANCH ROAD FROM MILLER CHAPEL,
 GA0673'CARTER COUNTY, AT A FORD AND CREEK CROSSING, 25 FEET NORTH OF
 GA0673'THE CENTER OF THE CREEK, 7 FEET NORTH OF THE CENTERLINE OF
 GA0673'THE ROAD, AND ON A ROCK OUTCROP PAINTED BM-2600.3.  A CHISELED
 GA0673'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2291 ***********************************************************************
 GC2291  DESIGNATION -  2608
 GC2291  PID         -  GC2291
 GC2291  STATE/COUNTY-  TN/DAVIDSON
 GC2291  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2291
 GC2291                         *CURRENT SURVEY CONTROL
 GC2291  ___________________________________________________________________
 GC2291* NAD 83(1995)-  36 11 52.57886(N)    086 49 46.85098(W)     ADJUSTED  
 GC2291* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 GC2291  ___________________________________________________________________
 GC2291  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GC2291  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2291
 GC2291  HORZ ORDER  -  SECOND
 GC2291
 GC2291.The horizontal coordinates were established by classical geodetic methods
 GC2291.and adjusted by the National Geodetic Survey in April 1999..
 GC2291
 GC2291.The orthometric height was scaled from a topographic map.
 GC2291
 GC2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2291
 GC2291.The geoid height was determined by GEOID03.
 GC2291
 GC2291;                    North         East     Units Scale Factor Converg.
 GC2291;SPC TN       -   207,194.269   525,383.547   MT  0.99996851   -0 29 08.6
 GC2291;SPC TN       -   679,769.86  1,723,695.85   sFT  0.99996851   -0 29 08.6
 GC2291;UTM  16      - 4,005,916.538   515,312.017   MT  0.99960289   +0 06 02.1
 GC2291
 GC2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2291!SPC TN       -   0.99997542  x   0.99996851  =   0.99994393
 GC2291!UTM  16      -   0.99997542  x   0.99960289  =   0.99957832
 GC2291
 GC2291                          SUPERSEDED SURVEY CONTROL
 GC2291
 GC2291  NAD 83(1995)-  36 11 52.58082(N)    086 49 46.85278(W) AD(       ) 2
 GC2291  NAD 83(1995)-  36 11 52.58299(N)    086 49 46.85350(W) AD(       ) 2
 GC2291  NAD 83(1986)-  36 11 52.58907(N)    086 49 46.85415(W) AD(       ) 2
 GC2291  NAD 27      -  36 11 52.38730(N)    086 49 46.85850(W) AD(       ) 2
 GC2291
 GC2291.Superseded values are not recommended for survey control.
 GC2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2291.See file dsdata.txt to determine how the superseded data were derived.
 GC2291
 GC2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1531205917(NAD 83)
 GC2291_MARKER: DD = SURVEY DISK
 GC2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2291_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2291_MARK LOGO: TNGS  
 GC2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2291+STABILITY: SURFACE MOTION
 GC2291
 GC2291  HISTORY     - Date     Condition        Report By
 GC2291  HISTORY     - 1959     MONUMENTED       TNGS
 GC2291
 GC2291                          STATION DESCRIPTION
 GC2291
 GC2291'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959
 GC2291'STATION IS LOCATED ON THE SOUTHEAST SIDE OF A HIGH HILL ALONG THE
 GC2291'SOUTHWEST SIDE OF CLIFF DRIVE ABOUT 4 MILES NORTHWEST OF THE CENTER
 GC2291'OF NASHVILLE AND 1/2 MILE NORTHEAST OF BORDEAUX. IT IS 18 FEET
 GC2291'SOUTHEAST OF A POWER POLE, 13 FEET SOUTHWEST OF THE CENTER
 GC2291'OF CLIFF DRIVE AND 3 FEET NORTHEAST OF A FENCE. THE MARK IS A 6 X 6
 GC2291'INCH CONCRETE WHICH PROJECTS ABOUT 12 INCHES WITH A USC AND GS AND SS
 GC2291'DISK IN THE TOP STAMPED NO 2608.
 GC2291'
 GC2291'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CLIFF. THE
 GC2291'DISTANCE IS 32.157 METERS, 105.50 FEET.
 GC2291'
 GC2291'TO REACH THE STATION FROM THE NORTHEND OF THE BRIDGE OVER THE
 GC2291'CUMBERLAND RIVER NEAR THE CITY LIMITS OF BORDEAUX AND ABOUT 4
 GC2291'MILES NORTHWEST OF DOWNTOWN NASHVILLE, GO NORTHWEST ON U.S. HIGHWAY
 GC2291'41A FOR 0.2 MILE TO A CROSS STREET. (BUENA VISTA PIKE) TURN RIGHT
 GC2291'ON BUENA VISTA PIKE AND GO NORTHEAST FOR 0.3 MILE TO A SIDE ROAD
 GC2291'LEFT. (CLIFF DRIVE) TURN LEFT AND GO NORTHWEST UP STEEP HILL ON
 GC2291'CLIFF DRIVE FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2292 ***********************************************************************
 GC2292  DESIGNATION -  2608
 GC2292  PID         -  GC2292
 GC2292  STATE/COUNTY-  TN/DAVIDSON
 GC2292  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2292
 GC2292                         *CURRENT SURVEY CONTROL
 GC2292  ___________________________________________________________________
 GC2292* NAD 83(1995)-  36 11 52.57964(N)    086 49 46.85941(W)     ADJUSTED  
 GC2292* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 GC2292  ___________________________________________________________________
 GC2292  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GC2292  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2292
 GC2292  HORZ ORDER  -  SECOND
 GC2292
 GC2292.The horizontal coordinates were established by classical geodetic methods
 GC2292.and adjusted by the National Geodetic Survey in April 1999..
 GC2292
 GC2292.The orthometric height was scaled from a topographic map.
 GC2292
 GC2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2292
 GC2292.The geoid height was determined by GEOID03.
 GC2292
 GC2292;                    North         East     Units Scale Factor Converg.
 GC2292;SPC TN       -   207,194.295   525,383.336   MT  0.99996851   -0 29 08.6
 GC2292;SPC TN       -   679,769.95  1,723,695.16   sFT  0.99996851   -0 29 08.6
 GC2292;UTM  16      - 4,005,916.562   515,311.807   MT  0.99960289   +0 06 02.1
 GC2292
 GC2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2292!SPC TN       -   0.99997542  x   0.99996851  =   0.99994393
 GC2292!UTM  16      -   0.99997542  x   0.99960289  =   0.99957832
 GC2292
 GC2292                          SUPERSEDED SURVEY CONTROL
 GC2292
 GC2292  NAD 83(1995)-  36 11 52.58161(N)    086 49 46.86121(W) AD(       ) 2
 GC2292  NAD 83(1995)-  36 11 52.58377(N)    086 49 46.86194(W) AD(       ) 2
 GC2292  NAD 83(1986)-  36 11 52.58986(N)    086 49 46.86259(W) AD(       ) 2
 GC2292  NAD 27      -  36 11 52.38900(N)    086 49 46.86700(W) AD(       ) 2
 GC2292
 GC2292.Superseded values are not recommended for survey control.
 GC2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2292.See file dsdata.txt to determine how the superseded data were derived.
 GC2292
 GC2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1531205917(NAD 83)
 GC2292_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GC2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2292_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2292_MARK LOGO: TNGS  
 GC2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2292+STABILITY: SURFACE MOTION
 GC2292
 GC2292  HISTORY     - Date     Condition        Report By
 GC2292  HISTORY     - 1953     MONUMENTED       TNGS
 GC2292
 GC2292                          STATION DESCRIPTION
 GC2292
 GC2292'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1953 (ELJ)
 GC2292'STATION IS LOCATED ON THE SOUTHEAST SIDE OF A HIGH HILL ALONG THE
 GC2292'SOUTHWEST SIDE OF CLIFF DRIVE ABOUT 4 MILES NORTHWEST OF THE CENTER
 GC2292'OF NASHVILLE AND 1/2 MILE NORTHEAST OF BORDEAUX.  IT IS 18 FEET
 GC2292'SOUTHEAST OF A POWER POLE, 13 FEET SOUTHWEST OF THE CENTER OF
 GC2292'CLIFF DRIVE AND 3 FEET NORTHEAST OF A FENCE.  THE MARK IS A 6 X 6
 GC2292'INCH CONCRETE WHICH PROJECTS ABOUT 12 INCHES WITH A USC AND GS
 GC2292'AND SS DISK IN THE TOP STAMPED NO 2608.
 GC2292'
 GC2292'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CLIFF.
 GC2292'THE DISTANCE IS 32.157 METERS, 105.50 FEET.
 GC2292'
 GC2292'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 GC2292'CUMBERLAND RIVER NEAR THE CITY LIMITS OF BORDEAUX AND ABOUT 4 MILES
 GC2292'NORTHWEST OF DOWNTOWN NASHVILLE, GO NORTHWEST ON U. S. HIGHWAY 41A
 GC2292'FOR 0.2 MILE TO A CROSS STREET. (BUENA VISTA PIKE) TURN RIGHT ON
 GC2292'BUENA VISTA PIKE AND GO NORTHEAST FOR 0.3 MILE TO A SIDE ROAD
 GC2292'LEFT.  (CLIFF DRIVE) TURN LEFT AND GO NORTHWEST UP STEEP HILL ON
 GC2292'CLIFF DRIVE FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0381 ***********************************************************************
 GC0381  DESIGNATION -  2613
 GC0381  PID         -  GC0381
 GC0381  STATE/COUNTY-  TN/DAVIDSON
 GC0381  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0381
 GC0381                         *CURRENT SURVEY CONTROL
 GC0381  ___________________________________________________________________
 GC0381* NAD 83(1986)-  36 10 57.     (N)    086 50 06.     (W)     SCALED    
 GC0381* NAVD 88     -       138.400  (meters)     454.07   (feet)  ADJUSTED  
 GC0381  ___________________________________________________________________
 GC0381  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0381  DYNAMIC HT  -         138.281 (meters)     453.68  (feet)  COMP
 GC0381  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GC0381
 GC0381  VERT ORDER  -  FIRST     CLASS II
 GC0381
 GC0381.The horizontal coordinates were scaled from a topographic map and have
 GC0381.an estimated accuracy of +/- 6 seconds.
 GC0381
 GC0381.The orthometric height was determined by differential leveling
 GC0381.and adjusted by the National Geodetic Survey in June 1991..
 GC0381
 GC0381.The geoid height was determined by GEOID03.
 GC0381
 GC0381.The dynamic height is computed by dividing the NAVD 88
 GC0381.geopotential number by the normal gravity value computed on the
 GC0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0381.degrees latitude (g = 980.6199 gals.).
 GC0381
 GC0381.The modeled gravity was interpolated from observed gravity values.
 GC0381
 GC0381;                    North         East    Units  Estimated Accuracy
 GC0381;SPC TN       -   205,490.      524,890.      MT  (+/- 180 meters Scaled)
 GC0381
 GC0381                          SUPERSEDED SURVEY CONTROL
 GC0381
 GC0381  NGVD 29 (??/??/92)  138.428  (m)          454.16   (f) ADJ UNCH    1 2
 GC0381
 GC0381.Superseded values are not recommended for survey control.
 GC0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0381.See file dsdata.txt to determine how the superseded data were derived.
 GC0381
 GC0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF148042(NAD 83)
 GC0381_MARKER: DB = BENCH MARK DISK
 GC0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0381_STAMPING: 2613
 GC0381_MARK LOGO: TNGS  
 GC0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0381+STABILITY: SURFACE MOTION
 GC0381
 GC0381  HISTORY     - Date     Condition        Report By
 GC0381  HISTORY     - UNK      MONUMENTED       TNGS
 GC0381  HISTORY     - 1949     GOOD             NGS
 GC0381  HISTORY     - 1984     GOOD             NGS
 GC0381
 GC0381                          STATION DESCRIPTION
 GC0381
 GC0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0381'1.8 MI W FROM NASHVILLE.
 GC0381'1.8 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE RAILWAY
 GC0381'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, 682 FEET WEST OF THE
 GC0381'WEST ABUTMENT OF RAILWAY BRIDGE OVER CUMBERLAND RIVER, 362 FEET WEST
 GC0381'OF THE CENTER OF A DIM ROAD CROSSING, 47 1/2 FEET NORTH OF THE
 GC0381'NORTH RAIL OF THE TRACK, 24 FEET EAST OF THE EAST ONE OF 2 PROMINENT
 GC0381'ROCK STACKS, 1 1/4 FEET SOUTH OF THE R/W FENCE LINE, 1 FOOT EAST
 GC0381'OF A WHITE WOODEN WITNESS POST, ABOUT 20 FEET BELOW THE TRACK AND
 GC0381'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 GC0381
 GC0381                          STATION RECOVERY (1984)
 GC0381
 GC0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0381'RECOVERED IN GOOD CONDITION.  NOTE, THE MARK IS 20.0 FT ABOVE THE
 GC0381'TRACKS INSTEAD OF BELOW.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0384 ***********************************************************************
 GC0384  DESIGNATION -  2614
 GC0384  PID         -  GC0384
 GC0384  STATE/COUNTY-  TN/DAVIDSON
 GC0384  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0384
 GC0384                         *CURRENT SURVEY CONTROL
 GC0384  ___________________________________________________________________
 GC0384* NAD 83(1986)-  36 10 52.     (N)    086 49 27.     (W)     SCALED    
 GC0384* NAVD 88     -       130.980  (meters)     429.72   (feet)  ADJUSTED  
 GC0384  ___________________________________________________________________
 GC0384  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0384  DYNAMIC HT  -         130.868 (meters)     429.36  (feet)  COMP
 GC0384  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GC0384
 GC0384  VERT ORDER  -  FIRST     CLASS II
 GC0384
 GC0384.The horizontal coordinates were scaled from a topographic map and have
 GC0384.an estimated accuracy of +/- 6 seconds.
 GC0384
 GC0384.The orthometric height was determined by differential leveling
 GC0384.and adjusted by the National Geodetic Survey in June 1991..
 GC0384
 GC0384.The geoid height was determined by GEOID03.
 GC0384
 GC0384.The dynamic height is computed by dividing the NAVD 88
 GC0384.geopotential number by the normal gravity value computed on the
 GC0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0384.degrees latitude (g = 980.6199 gals.).
 GC0384
 GC0384.The modeled gravity was interpolated from observed gravity values.
 GC0384
 GC0384;                    North         East    Units  Estimated Accuracy
 GC0384;SPC TN       -   205,320.      525,860.      MT  (+/- 180 meters Scaled)
 GC0384
 GC0384                          SUPERSEDED SURVEY CONTROL
 GC0384
 GC0384  NGVD 29 (??/??/92)  131.008  (m)          429.82   (f) ADJ UNCH    1 2
 GC0384
 GC0384.Superseded values are not recommended for survey control.
 GC0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0384.See file dsdata.txt to determine how the superseded data were derived.
 GC0384
 GC0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF158040(NAD 83)
 GC0384_MARKER: DB = BENCH MARK DISK
 GC0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0384_STAMPING: 2614
 GC0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0384+STABILITY: SURFACE MOTION
 GC0384
 GC0384  HISTORY     - Date     Condition        Report By
 GC0384  HISTORY     - UNK      MONUMENTED       TNGS
 GC0384  HISTORY     - 1949     GOOD             NGS
 GC0384
 GC0384                          STATION DESCRIPTION
 GC0384
 GC0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0384'1.1 MI W FROM NASHVILLE.
 GC0384'1.1 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE OVERPASS
 GC0384'OVER JEFFERSON STREET AT NASHVILLE, AT THE CROSSING OF 28TH STREET
 GC0384'AND AT THE JUNCTION OF 28TH AND BUCHANAN STREETS, 84 FEET
 GC0384'NORTH-NORTHWEST OF THE CENTER OF THE CROSSING, 75 FEET NORTHWEST
 GC0384'OF THE CENTER OF THE STREET JUNCTION, 44 FEET NORTH AND ACROSS A
 GC0384'DRIVE WEST TO A HOUSE FROM THE NORTH RAIL, 5.8 FEET WEST OF THE
 GC0384'CENTER OF THE DRIVE TO HOUSE 2804, 65 FEET SOUTH-SOUTHWEST OF THE
 GC0384'SOUTHWEST CORNER OF HOUSE 2804, 10 1/2 FEET NORTH OF THE CENTER
 GC0384'LINE OF A DRIVE WEST TO A HOUSE, 4 1/2 FEET SOUTHEAST OF A WHITE
 GC0384'WOODEN WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP
 GC0384'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2720 ***********************************************************************
 GA2720  CBN         -  This is a Cooperative Base Network Control Station.
 GA2720  DESIGNATION -  262
 GA2720  PID         -  GA2720
 GA2720  STATE/COUNTY-  TN/CLAIBORNE
 GA2720  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2720
 GA2720                         *CURRENT SURVEY CONTROL
 GA2720  ___________________________________________________________________
 GA2720* NAD 83(1995)-  36 32 54.22190(N)    083 40 22.11048(W)     ADJUSTED  
 GA2720* NAVD 88     -       376.819  (meters)    1236.28   (feet)  ADJUSTED  
 GA2720  ___________________________________________________________________
 GA2720  X           -     565,387.044 (meters)                     COMP
 GA2720  Y           -  -5,099,024.242 (meters)                     COMP
 GA2720  Z           -   3,777,456.408 (meters)                     COMP
 GA2720  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 GA2720  ELLIP HEIGHT-         346.32  (meters)          (08/03/04) GPS OBS
 GA2720  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2720  DYNAMIC HT  -         376.488 (meters)    1235.19  (feet)  COMP
 GA2720  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 GA2720
 GA2720  HORZ ORDER  -  A
 GA2720  VERT ORDER  -  SECOND    CLASS 0
 GA2720  ELLP ORDER  -  FOURTH    CLASS I
 GA2720
 GA2720.The horizontal coordinates were established by GPS observations
 GA2720.and adjusted by the National Geodetic Survey in August 2004..
 GA2720
 GA2720.The orthometric height was determined by differential leveling
 GA2720.and adjusted by the National Geodetic Survey in June 1991..
 GA2720
 GA2720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA2720
 GA2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2720
 GA2720.The ellipsoidal height was determined by GPS observations
 GA2720.and is referenced to NAD 83.
 GA2720
 GA2720.The geoid height was determined by GEOID03.
 GA2720
 GA2720.The dynamic height is computed by dividing the NAVD 88
 GA2720.geopotential number by the normal gravity value computed on the
 GA2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2720.degrees latitude (g = 980.6199 gals.).
 GA2720
 GA2720.The modeled gravity was interpolated from observed gravity values.
 GA2720
 GA2720;                    North         East     Units Scale Factor Converg.
 GA2720;SPC TN       -   248,243.781   808,351.614   MT  1.00002602   +1 21 44.7
 GA2720;SPC TN       -   814,446.47  2,652,066.92   sFT  1.00002602   +1 21 44.7
 GA2720;UTM  17      - 4,048,100.675   260,759.522   MT  1.00030522   -1 35 32.7
 GA2720
 GA2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2720!SPC TN       -   0.99994565  x   1.00002602  =   0.99997167
 GA2720!UTM  17      -   0.99994565  x   1.00030522  =   1.00025085
 GA2720
 GA2720                          SUPERSEDED SURVEY CONTROL
 GA2720
 GA2720  NAVD 88 (08/03/04)  376.82   (m)         1236.3    (f) LEVELING    3  
 GA2720  NGVD 29 (??/??/92)  376.966  (m)         1236.76   (f) ADJ UNCH    2 0
 GA2720
 GA2720.Superseded values are not recommended for survey control.
 GA2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2720.See file dsdata.txt to determine how the superseded data were derived.
 GA2720
 GA2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6076048101(NAD 83)
 GA2720_MARKER: DB = BENCH MARK DISK
 GA2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2720_STAMPING: 262
 GA2720_MARK LOGO: TNGS  
 GA2720_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2720+STABILITY: SURFACE MOTION
 GA2720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2720+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2005
 GA2720
 GA2720  HISTORY     - Date     Condition        Report By
 GA2720  HISTORY     - UNK      MONUMENTED       TNGS
 GA2720  HISTORY     - 1936     GOOD             NGS
 GA2720  HISTORY     - 1965     GOOD             NGS
 GA2720  HISTORY     - 20031010 GOOD             TNDT
 GA2720  HISTORY     - 20050617 GOOD             CAS
 GA2720
 GA2720                          STATION DESCRIPTION
 GA2720
 GA2720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GA2720'AT ARTHUR.
 GA2720'AT ARTHUR, CLAIBORNE COUNTY, ON STATE HIGHWAY 63, 0.1 MILE WEST
 GA2720'OF THE SOUTHERN RAILWAY STATION, ABOUT 500 FEET WEST OF THE POST
 GA2720'OFFICE, 150 FEET WEST OF THE WHITE BUNGALOW OF ERWIN BILLINGSLEY,
 GA2720'75 FEET WEST OF THE WIDOW JOHNSON HOUSE, 75 FEET NORTH OF THE
 GA2720'BALDWIN HOUSE, 65 FEET EAST OF THE W.R. SHUMATES STORE, 75 FEET
 GA2720'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 15 FEET WEST OF THE
 GA2720'CENTERLINE OF A VERY ROCKY STREET AND ALLEY.  A STATE SURVEY
 GA2720'STANDARD DISK, STAMPED 262 AND SET IN THE TOP OF A CONCRETE POST.
 GA2720
 GA2720                          STATION RECOVERY (1965)
 GA2720
 GA2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2720'RECOVERED IN GOOD CONDITION.
 GA2720
 GA2720                          STATION RECOVERY (2003)
 GA2720
 GA2720'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA2720'RECOVERED AS DESCRIBED.
 GA2720
 GA2720                          STATION RECOVERY (2005)
 GA2720
 GA2720'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA2720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0415 ***********************************************************************
 GA0415  DESIGNATION -  2626
 GA0415  PID         -  GA0415
 GA0415  STATE/COUNTY-  TN/CARTER
 GA0415  USGS QUAD   -  WHITE ROCKS MOUNTAIN (1994)
 GA0415
 GA0415                         *CURRENT SURVEY CONTROL
 GA0415  ___________________________________________________________________
 GA0415* NAD 83(1986)-  36 11 38.     (N)    082 03 05.     (W)     SCALED    
 GA0415* NAVD 88     -       800.002  (meters)    2624.67   (feet)  ADJUSTED  
 GA0415  ___________________________________________________________________
 GA0415  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA0415  DYNAMIC HT  -         799.178 (meters)    2621.97  (feet)  COMP
 GA0415  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 GA0415
 GA0415  VERT ORDER  -  FIRST     CLASS II
 GA0415
 GA0415.The horizontal coordinates were scaled from a topographic map and have
 GA0415.an estimated accuracy of +/- 6 seconds.
 GA0415
 GA0415.The orthometric height was determined by differential leveling
 GA0415.and adjusted by the National Geodetic Survey in June 1991..
 GA0415
 GA0415.The geoid height was determined by GEOID03.
 GA0415
 GA0415.The dynamic height is computed by dividing the NAVD 88
 GA0415.geopotential number by the normal gravity value computed on the
 GA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0415.degrees latitude (g = 980.6199 gals.).
 GA0415
 GA0415.The modeled gravity was interpolated from observed gravity values.
 GA0415
 GA0415;                    North         East    Units  Estimated Accuracy
 GA0415;SPC TN       -   213,590.      955,040.      MT  (+/- 180 meters Scaled)
 GA0415
 GA0415                          SUPERSEDED SURVEY CONTROL
 GA0415
 GA0415  NGVD 29 (??/??/92)  800.106  (m)         2625.01   (f) ADJ UNCH    1 2
 GA0415
 GA0415.Superseded values are not recommended for survey control.
 GA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0415.See file dsdata.txt to determine how the superseded data were derived.
 GA0415
 GA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA054059(NAD 83)
 GA0415_MARKER: DD = SURVEY DISK
 GA0415_SETTING: 66 = SET IN ROCK OUTCROP
 GA0415_SP_SET: SET IN ROCK OUTCROP
 GA0415_STAMPING: 2625.198 FT ASH
 GA0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0415+STABILITY: POSITION/ELEVATION WELL
 GA0415
 GA0415  HISTORY     - Date     Condition        Report By
 GA0415  HISTORY     - UNK      MONUMENTED       USGS
 GA0415  HISTORY     - 1933     GOOD             NGS
 GA0415
 GA0415                          STATION DESCRIPTION
 GA0415
 GA0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GA0415'0.5 MI NW FROM SHELL CREEK.
 GA0415'0.5 MILE NORTHWEST ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0415'CAROLINA RAILROAD FROM SHELL CREEK, CARTER COUNTY, 478 YARDS
 GA0415'NORTHWEST OF MILEPOST 27, 40 FEET NORTHEAST OF THE NORTHWEST END
 GA0415'OF THE RAILROAD BRIDGE OVER WILSON CREEK, 6 FEET LOWER THAN THE
 GA0415'RAIL, AND IN THE TOP OF A ROCK IN THE SIDE OF THE MOUNTAIN.  A
 GA0415'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2625.198 FT.
 GA0415'ASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2719 ***********************************************************************
 GA2719  DESIGNATION -  263
 GA2719  PID         -  GA2719
 GA2719  STATE/COUNTY-  TN/CLAIBORNE
 GA2719  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2719
 GA2719                         *CURRENT SURVEY CONTROL
 GA2719  ___________________________________________________________________
 GA2719* NAD 83(1986)-  36 32 42.     (N)    083 40 51.     (W)     SCALED    
 GA2719* NAVD 88     -       385.374  (meters)    1264.35   (feet)  ADJUSTED  
 GA2719  ___________________________________________________________________
 GA2719  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2719  DYNAMIC HT  -         385.036 (meters)    1263.24  (feet)  COMP
 GA2719  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 GA2719
 GA2719  VERT ORDER  -  SECOND    CLASS 0
 GA2719
 GA2719.The horizontal coordinates were scaled from a topographic map and have
 GA2719.an estimated accuracy of +/- 6 seconds.
 GA2719
 GA2719.The orthometric height was determined by differential leveling
 GA2719.and adjusted by the National Geodetic Survey in June 1991..
 GA2719
 GA2719.The geoid height was determined by GEOID03.
 GA2719
 GA2719.The dynamic height is computed by dividing the NAVD 88
 GA2719.geopotential number by the normal gravity value computed on the
 GA2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2719.degrees latitude (g = 980.6199 gals.).
 GA2719
 GA2719.The modeled gravity was interpolated from observed gravity values.
 GA2719
 GA2719;                    North         East    Units  Estimated Accuracy
 GA2719;SPC TN       -   247,850.      807,640.      MT  (+/- 180 meters Scaled)
 GA2719
 GA2719                          SUPERSEDED SURVEY CONTROL
 GA2719
 GA2719  NGVD 29 (??/??/92)  385.521  (m)         1264.83   (f) ADJ UNCH    2 0
 GA2719
 GA2719.Superseded values are not recommended for survey control.
 GA2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2719.See file dsdata.txt to determine how the superseded data were derived.
 GA2719
 GA2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA600477(NAD 83)
 GA2719_MARKER: DD = SURVEY DISK
 GA2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2719_STAMPING: 263
 GA2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2719+STABILITY: SURFACE MOTION
 GA2719
 GA2719  HISTORY     - Date     Condition        Report By
 GA2719  HISTORY     - UNK      MONUMENTED       TNGS
 GA2719  HISTORY     - 1936     GOOD             TVA
 GA2719
 GA2719                          STATION DESCRIPTION
 GA2719
 GA2719'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2719'AT ARTHUR.
 GA2719'AT ARTHUR, CLAIBORNE COUNTY, 0.5 MILE WEST ALONG STATE HIGHWAY
 GA2719'63 FROM THE SOUTHERN RAILWAY STATION, ABOUT 500 FEET EAST OF THE
 GA2719'1-STORY FRAME HOUSE OF WIDOW WILEY, ON THE PROPERTY OF OSIE
 GA2719'BILLINGSLEY, IN A VERY ROCKY FIELD, ABOUT 400 FEET NORTHEAST OF
 GA2719'A SMALL HOUSE SOUTH OF THE HIGHWAY, ABOUT 100 YARDS NORTH OF THE
 GA2719'HIGHWAY, AND 150 FEET EAST OF THE PROPERTY-LINE FENCE BETWEEN THE
 GA2719'BILLINGSLEY AND WILEY FARMS.  A STATE SURVEY STANDARD DISK,
 GA2719'STAMPED 263 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2714 ***********************************************************************
 GA2714  DESIGNATION -  264
 GA2714  PID         -  GA2714
 GA2714  STATE/COUNTY-  TN/CLAIBORNE
 GA2714  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2714
 GA2714                         *CURRENT SURVEY CONTROL
 GA2714  ___________________________________________________________________
 GA2714* NAD 83(1986)-  36 32 20.     (N)    083 41 16.     (W)     SCALED    
 GA2714* NAVD 88     -       390.932  (meters)    1282.58   (feet)  ADJUSTED  
 GA2714  ___________________________________________________________________
 GA2714  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2714  DYNAMIC HT  -         390.587 (meters)    1281.45  (feet)  COMP
 GA2714  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 GA2714
 GA2714  VERT ORDER  -  SECOND    CLASS 0
 GA2714
 GA2714.The horizontal coordinates were scaled from a topographic map and have
 GA2714.an estimated accuracy of +/- 6 seconds.
 GA2714
 GA2714.The orthometric height was determined by differential leveling
 GA2714.and adjusted by the National Geodetic Survey in June 1991..
 GA2714
 GA2714.The geoid height was determined by GEOID03.
 GA2714
 GA2714.The dynamic height is computed by dividing the NAVD 88
 GA2714.geopotential number by the normal gravity value computed on the
 GA2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2714.degrees latitude (g = 980.6199 gals.).
 GA2714
 GA2714.The modeled gravity was interpolated from observed gravity values.
 GA2714
 GA2714;                    North         East    Units  Estimated Accuracy
 GA2714;SPC TN       -   247,160.      807,040.      MT  (+/- 180 meters Scaled)
 GA2714
 GA2714                          SUPERSEDED SURVEY CONTROL
 GA2714
 GA2714  NGVD 29 (??/??/92)  391.078  (m)         1283.06   (f) ADJ UNCH    2 0
 GA2714
 GA2714.Superseded values are not recommended for survey control.
 GA2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2714.See file dsdata.txt to determine how the superseded data were derived.
 GA2714
 GA2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA593470(NAD 83)
 GA2714_MARKER: DB = BENCH MARK DISK
 GA2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2714_STAMPING: 264
 GA2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2714+STABILITY: SURFACE MOTION
 GA2714
 GA2714  HISTORY     - Date     Condition        Report By
 GA2714  HISTORY     - UNK      MONUMENTED       TNGS
 GA2714  HISTORY     - 1936     GOOD             TVA
 GA2714
 GA2714                          STATION DESCRIPTION
 GA2714
 GA2714'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2714'1.1 MI W FROM ARTHUR.
 GA2714'1.1 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2714'STATION AT ARTHUR, CLAIBORNE COUNTY, 0.8 MILE EAST OF A BRIDGE
 GA2714'OVER GAP CREEK, ABOUT 600 FEET SOUTH OF THE CENTERLINE OF THE
 GA2714'HIGHWAY, ON THE PROPERTY OF JOHN BILLINGSLEY, ABOUT 400 FEET WEST
 GA2714'OF AN OLD HOUSE, AT AN OLD HICKORY TREE IN A CEDAR THICKET, AND
 GA2714'AT THE FENCE BETWEEN THE BILLINGSLEY HEIRS AND THE A.M. GULLEY
 GA2714'PROPERTY.  A STATE SURVEY STANDARD DISK, STAMPED 264 AND SET IN
 GA2714'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2711 ***********************************************************************
 GA2711  DESIGNATION -  265
 GA2711  PID         -  GA2711
 GA2711  STATE/COUNTY-  TN/CLAIBORNE
 GA2711  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2711
 GA2711                         *CURRENT SURVEY CONTROL
 GA2711  ___________________________________________________________________
 GA2711* NAD 83(1986)-  36 31 49.     (N)    083 41 57.     (W)     SCALED    
 GA2711* NAVD 88     -       394.119  (meters)    1293.04   (feet)  ADJUSTED  
 GA2711  ___________________________________________________________________
 GA2711  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA2711  DYNAMIC HT  -         393.770 (meters)    1291.89  (feet)  COMP
 GA2711  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 GA2711
 GA2711  VERT ORDER  -  SECOND    CLASS 0
 GA2711
 GA2711.The horizontal coordinates were scaled from a topographic map and have
 GA2711.an estimated accuracy of +/- 6 seconds.
 GA2711
 GA2711.The orthometric height was determined by differential leveling
 GA2711.and adjusted by the National Geodetic Survey in June 1991..
 GA2711
 GA2711.The geoid height was determined by GEOID03.
 GA2711
 GA2711.The dynamic height is computed by dividing the NAVD 88
 GA2711.geopotential number by the normal gravity value computed on the
 GA2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2711.degrees latitude (g = 980.6199 gals.).
 GA2711
 GA2711.The modeled gravity was interpolated from observed gravity values.
 GA2711
 GA2711;                    North         East    Units  Estimated Accuracy
 GA2711;SPC TN       -   246,180.      806,040.      MT  (+/- 180 meters Scaled)
 GA2711
 GA2711                          SUPERSEDED SURVEY CONTROL
 GA2711
 GA2711  NGVD 29 (??/??/92)  394.266  (m)         1293.52   (f) ADJ UNCH    2 0
 GA2711
 GA2711.Superseded values are not recommended for survey control.
 GA2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2711.See file dsdata.txt to determine how the superseded data were derived.
 GA2711
 GA2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA583461(NAD 83)
 GA2711_MARKER: DB = BENCH MARK DISK
 GA2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2711_STAMPING: 265
 GA2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2711+STABILITY: SURFACE MOTION
 GA2711
 GA2711  HISTORY     - Date     Condition        Report By
 GA2711  HISTORY     - UNK      MONUMENTED       TNGS
 GA2711  HISTORY     - 1936     GOOD             TVA
 GA2711
 GA2711                          STATION DESCRIPTION
 GA2711
 GA2711'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2711'2.2 MI W FROM ARTHUR.
 GA2711'2.2 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2711'STATION AT ARTHUR, CLAIBORNE COUNTY, 2.6 MILES EAST OF A BRIDGE
 GA2711'OVER TOWN CREEK, ABOUT 1/2 MILE WEST OF A BRIDGE OVER GAP CREEK,
 GA2711'ABOUT 800 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT THE
 GA2711'TOP OF A GRASSY HILL, AT THE CLARK-KERR PROPERTY LINE, ABOUT 100
 GA2711'FEET NORTHWEST OF THE CLARK RESIDENCE, ABOUT 350 FEET EAST OF THE
 GA2711'W.H. KERR BARN, AND AT A FENCE CORNER.  A STATE SURVEY STANDARD
 GA2711'DISK, STAMPED 265 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2705 ***********************************************************************
 GA2705  DESIGNATION -  266
 GA2705  PID         -  GA2705
 GA2705  STATE/COUNTY-  TN/CLAIBORNE
 GA2705  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2705
 GA2705                         *CURRENT SURVEY CONTROL
 GA2705  ___________________________________________________________________
 GA2705* NAD 83(1995)-  36 31 42.21169(N)    083 43 50.46705(W)     ADJUSTED  
 GA2705* NAVD 88     -       394.226  (meters)    1293.39   (feet)  ADJUSTED  
 GA2705  ___________________________________________________________________
 GA2705  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 GA2705  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA2705  DYNAMIC HT  -         393.877 (meters)    1292.24  (feet)  COMP
 GA2705  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 GA2705
 GA2705  HORZ ORDER  -  SECOND
 GA2705  VERT ORDER  -  SECOND    CLASS 0
 GA2705
 GA2705.The horizontal coordinates were established by classical geodetic methods
 GA2705.and adjusted by the National Geodetic Survey in April 1999..
 GA2705
 GA2705.The orthometric height was determined by differential leveling
 GA2705.and adjusted by the National Geodetic Survey in June 1991..
 GA2705
 GA2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2705
 GA2705.The geoid height was determined by GEOID03.
 GA2705
 GA2705.The dynamic height is computed by dividing the NAVD 88
 GA2705.geopotential number by the normal gravity value computed on the
 GA2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2705.degrees latitude (g = 980.6199 gals.).
 GA2705
 GA2705.The modeled gravity was interpolated from observed gravity values.
 GA2705
 GA2705;                    North         East     Units Scale Factor Converg.
 GA2705;SPC TN       -   245,902.947   803,222.354   MT  1.00002172   +1 19 42.8
 GA2705;SPC TN       -   806,766.59  2,635,238.67   sFT  1.00002172   +1 19 42.8
 GA2705;SPC KY1Z     - 1,023,606.735 1,680,864.797   MT  1.00017892   +1 14 23.2
 GA2705;SPC KY1Z     - 3,358,283.10  5,514,637.25   sFT  1.00017892   +1 14 23.2
 GA2705;SPC KY S     -   523,579.303   680,840.655   MT  1.00004351   +1 13 28.7
 GA2705;SPC KY S     - 1,717,776.43  2,233,724.72   sFT  1.00004351   +1 13 28.7
 GA2705;UTM  17      - 4,046,026.740   255,514.860   MT  1.00033649   -1 37 34.2
 GA2705
 GA2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2705!SPC TN       -   0.99994291  x   1.00002172  =   0.99996463
 GA2705!SPC KY1Z     -   0.99994291  x   1.00017892  =   1.00012182
 GA2705!SPC KY S     -   0.99994291  x   1.00004351  =   0.99998642
 GA2705!UTM  17      -   0.99994291  x   1.00033649  =   1.00027938
 GA2705
 GA2705|---------------------------------------------------------------------|
 GA2705| PID    Reference Object                     Distance      Geod. Az  |
 GA2705|                                                           dddmmss.s |
 GA2705| GA2703 266 RM 1                              4.111 METERS 06336     |
 GA2705| GA2702 266 AZ MK                                          0874226.0 |
 GA2705| GA2704 266 RM 2                              3.533 METERS 31820     |
 GA2705|---------------------------------------------------------------------|
 GA2705
 GA2705                          SUPERSEDED SURVEY CONTROL
 GA2705
 GA2705  NAD 83(1995)-  36 31 42.21245(N)    083 43 50.46759(W) AD(       ) 2
 GA2705  NAD 83(1995)-  36 31 42.21169(N)    083 43 50.46092(W) AD(       ) 2
 GA2705  NAD 83(1995)-  36 31 42.22029(N)    083 43 50.46824(W) AD(       ) 2
 GA2705  NAD 83(1986)-  36 31 42.22134(N)    083 43 50.46748(W) AD(       ) 2
 GA2705  NAD 27      -  36 31 41.93764(N)    083 43 50.77355(W) AD(       ) 2
 GA2705  NGVD 29 (??/??/92)  394.370  (m)         1293.86   (f) ADJ UNCH    2 0
 GA2705
 GA2705.Superseded values are not recommended for survey control.
 GA2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2705.See file dsdata.txt to determine how the superseded data were derived.
 GA2705
 GA2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5551546027(NAD 83)
 GA2705_MARKER: DD = SURVEY DISK
 GA2705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2705_SP_SET: MONUMENT
 GA2705_STAMPING: 266
 GA2705_MARK LOGO: TNGS  
 GA2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2705
 GA2705  HISTORY     - Date     Condition        Report By
 GA2705  HISTORY     - 1964     MONUMENTED       TNGS
 GA2705  HISTORY     - 1965     GOOD             TNHD
 GA2705
 GA2705                          STATION DESCRIPTION
 GA2705
 GA2705'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964 (JAG)
 GA2705'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ARTHUR.
 GA2705'
 GA2705'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO 4.1 MILES
 GA2705'WESTERLY ON STATE ROUTE 63
 GA2705'TO A GRAVELED DRIVE ON THE LEFT BELONGING TO MRS.
 GA2705'S.R.  TREECE, TURN LEFT, SOUTH,
 GA2705'AND GO ABOUT 200 FEET TO A GATE,
 GA2705'PAINTED WHITE, ON THE RIGHT, TURN RIGHT, WEST,
 GA2705'PASSING THROUGH THE
 GA2705'GATE, TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 GA2705'ACROSS A CLEARED
 GA2705'PASTURE TO THE STATION.
 GA2705'
 GA2705'THE STATION MARK IS 40 FEET EAST OF A FENCE CORNER, 24 FEET WEST OF A
 GA2705'10-INCH CEDAR TREE, 24
 GA2705'FEET NORTH OF AN 11-INCH CEDAR TREE AND 18 FEET SOUTH
 GA2705'OF A FENCE.  IT IS A U.S.  COAST
 GA2705'AND GEODETIC AND STATE SURVEY METAL
 GA2705'DISK SET IN A 6-INCH, SQUARE, CONCRETE MONUMENT,
 GA2705'PROJECTING ABOUT 12
 GA2705'INCHES, AND THE DISK IS STAMPED 266.
 GA2705'
 GA2705'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF A FENCE AND 11 FEET WEST OF
 GA2705'A 10-INCH CEDAR TREE.  IT
 GA2705'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2705'CEMENTED FLUSH IN A DRILL HOLE IN
 GA2705'OUTCROPPING BEDROCK AND THE DISK IS
 GA2705'STAMPED TGS-266 RM-1 1964.
 GA2705'
 GA2705'REFERENCE MARK NO. 2 IS 30 FEET WEST OF A 10-INCH CEDAR TREE, 29 FEET
 GA2705'EAST OF A FENCE CORNER AND 9
 GA2705'FEET SOUTH OF THE FENCE.  IT IS A STANDARD
 GA2705'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2705'CEMENTED FLUSH IN A DRILL HOLE IN
 GA2705'OUTCROPPING BEDROCK AND THE DISK IS STAMPED TGS-266 RM-2 1964.
 GA2705'
 GA2705'THE AZIMUTH MARK IS 23.5 FEET NORTH OF THE NORTHWEST CORNER OF A
 GA2705'WHITE GARAGE, 23 FEET
 GA2705'SOUTHWEST OF THE APPROXIMATE CENTER OF THE WOODEN GATE AND 11
 GA2705'FEET WEST OF A FENCE.  IT
 GA2705'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2705'DISK CEMENTED FLUSH IN A DRILL HOLE IN
 GA2705'OUTCROPPING BEDROCK AND THE
 GA2705'DISK IS STAMPED TGS-266 AZI 1964.
 GA2705'
 GA2705'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2705
 GA2705                          STATION RECOVERY (1965)
 GA2705
 GA2705'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2705'4.1 MI W FROM ARTHUR.
 GA2705'FROM THE POST OFFICE IN ARTHUR, GO 4.1 MILES WESTERLY ON STATE
 GA2705'ROUTE 63 TO A GRAVELED DRIVE ON THE LEFT BELONGING TO MRS. S.R.
 GA2705'TREECE, TURN LEFT, SOUTH, AND GO ABOUT 200 FEET TO A GATE,
 GA2705'PAINTED WHITE, ON THE RIGHT, TURN RIGHT, WEST, PASSING THROUGH
 GA2705'THE GATE, CONTINUE ACROSS A CLEARED PASTURE TO THE MARK, 40 FEET
 GA2705'EAST OF FENCE CORNER, 24 FEET WEST OF A 10-INCH CEDAR TREE, 24
 GA2705'FEET NORTH OF AN 11-INCH CEDAR TREE AND 18 FEET SOUTH OF A FENCE.
 GA2705'IT IS A U.S. COAST AND GEODETIC AND STATE SURVEY METAL DISK
 GA2705'CEMENTED IN A 6-INCH SQUARE, CONCRETE MONUMENT, PROJECTING ABOUT
 GA2705'12 INCHES ABOVE THE SURFACE, STAMPED TGS 266.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2702 ***********************************************************************
 GA2702  DESIGNATION -  266 AZ MK
 GA2702  PID         -  GA2702
 GA2702  STATE/COUNTY-  TN/CLAIBORNE
 GA2702  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2702
 GA2702                         *CURRENT SURVEY CONTROL
 GA2702  ___________________________________________________________________
 GA2702* NAD 83(1986)-  36 31 42.     (N)    083 43 33.     (W)     SCALED    
 GA2702* NAVD 88     -       391.587  (meters)    1284.73   (feet)  ADJUSTED  
 GA2702  ___________________________________________________________________
 GA2702  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GA2702  DYNAMIC HT  -         391.240 (meters)    1283.59  (feet)  COMP
 GA2702  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 GA2702
 GA2702  VERT ORDER  -  SECOND    CLASS 0
 GA2702
 GA2702.The horizontal coordinates were scaled from a topographic map and have
 GA2702.an estimated accuracy of +/- 6 seconds.
 GA2702
 GA2702.The orthometric height was determined by differential leveling
 GA2702.and adjusted by the National Geodetic Survey in June 1991..
 GA2702
 GA2702.The geoid height was determined by GEOID03.
 GA2702
 GA2702.The dynamic height is computed by dividing the NAVD 88
 GA2702.geopotential number by the normal gravity value computed on the
 GA2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2702.degrees latitude (g = 980.6199 gals.).
 GA2702
 GA2702.The modeled gravity was interpolated from observed gravity values.
 GA2702
 GA2702;                    North         East    Units  Estimated Accuracy
 GA2702;SPC TN       -   245,910.      803,660.      MT  (+/- 180 meters Scaled)
 GA2702
 GA2702                          SUPERSEDED SURVEY CONTROL
 GA2702
 GA2702  NGVD 29 (??/??/??)  391.80   (m)         1285.4    (f) RESET       3  
 GA2702
 GA2702.Superseded values are not recommended for survey control.
 GA2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2702.See file dsdata.txt to determine how the superseded data were derived.
 GA2702
 GA2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA559460(NAD 83)
 GA2702_MARKER: DZ = AZIMUTH MARK DISK
 GA2702_SETTING: 66 = SET IN ROCK OUTCROP
 GA2702_SP_SET: ROCK OUTCROP
 GA2702_STAMPING: TGS 266 AZI 1964
 GA2702_MARK LOGO: TNHD  
 GA2702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2702+STABILITY: POSITION/ELEVATION WELL
 GA2702
 GA2702  HISTORY     - Date     Condition        Report By
 GA2702  HISTORY     - 1964     MONUMENTED       TNHD
 GA2702  HISTORY     - 1965     GOOD             TNHD
 GA2702
 GA2702                          STATION DESCRIPTION
 GA2702
 GA2702'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2702'4.1 MI W FROM ARTHUR.
 GA2702'FROM THE POST OFFICE IN ARTHUR, GO 4.1 MILES WESTERLY ON STATE
 GA2702'ROUTE 63 TO A GRAVELED DRIVE ON THE LEFT BELONGING TO MRS. S.R.
 GA2702'TREECE, TURN LEFT, SOUTH, AND GO ABOUT 200 FEET TO A GATE, PAINTED
 GA2702'WHITE, ON THE RIGHT, TURN RIGHT, WEST, PASSING THROUGH THE GATE
 GA2702'TO THE MARK ON THE LEFT.  THE MARK IS 23.5 FEET NORTH OF THE
 GA2702'NORTHWEST CORNER OF A WHITE GARAGE, 23 FEET SOUTHWEST OF THE
 GA2702'APPROXIMATE CENTER OF THE WOODEN GATE AND 11 FEET WEST OF A FENCE.
 GA2702'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 GA2702'IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GA2702'TGS 266 AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2703 ***********************************************************************
 GA2703  DESIGNATION -  266 RM 1
 GA2703  PID         -  GA2703
 GA2703  STATE/COUNTY-  TN/CLAIBORNE
 GA2703  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2703
 GA2703                         *CURRENT SURVEY CONTROL
 GA2703  ___________________________________________________________________
 GA2703* NAD 83(1986)-  36 31 42.     (N)    083 43 51.     (W)     SCALED    
 GA2703* NAVD 88     -       393.934  (meters)    1292.43   (feet)  ADJUSTED  
 GA2703  ___________________________________________________________________
 GA2703  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA2703  DYNAMIC HT  -         393.585 (meters)    1291.29  (feet)  COMP
 GA2703  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 GA2703
 GA2703  VERT ORDER  -  SECOND    CLASS 0
 GA2703
 GA2703.The horizontal coordinates were scaled from a topographic map and have
 GA2703.an estimated accuracy of +/- 6 seconds.
 GA2703
 GA2703.The orthometric height was determined by differential leveling
 GA2703.and adjusted by the National Geodetic Survey in June 1991..
 GA2703
 GA2703.The geoid height was determined by GEOID03.
 GA2703
 GA2703.The dynamic height is computed by dividing the NAVD 88
 GA2703.geopotential number by the normal gravity value computed on the
 GA2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2703.degrees latitude (g = 980.6199 gals.).
 GA2703
 GA2703.The modeled gravity was interpolated from observed gravity values.
 GA2703
 GA2703;                    North         East    Units  Estimated Accuracy
 GA2703;SPC TN       -   245,900.      803,210.      MT  (+/- 180 meters Scaled)
 GA2703
 GA2703                          SUPERSEDED SURVEY CONTROL
 GA2703
 GA2703  NGVD 29 (??/??/92)  394.077  (m)         1292.90   (f) ADJ UNCH    2 0
 GA2703
 GA2703.Superseded values are not recommended for survey control.
 GA2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2703.See file dsdata.txt to determine how the superseded data were derived.
 GA2703
 GA2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA555460(NAD 83)
 GA2703_MARKER: DR = REFERENCE MARK DISK
 GA2703_SETTING: 66 = SET IN ROCK OUTCROP
 GA2703_SP_SET: ROCK OUTCROP
 GA2703_STAMPING: TGS 266 RM 1 1964
 GA2703_MARK LOGO: TNHD  
 GA2703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2703+STABILITY: POSITION/ELEVATION WELL
 GA2703
 GA2703  HISTORY     - Date     Condition        Report By
 GA2703  HISTORY     - 1964     MONUMENTED       TNHD
 GA2703  HISTORY     - 1965     GOOD             TNHD
 GA2703
 GA2703                          STATION DESCRIPTION
 GA2703
 GA2703'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2703'4.1 MI W FROM ARTHUR.
 GA2703'THE MARK IS LOCATED AT THE TGS266 1964 STATION SITE, 12 FEET
 GA2703'SOUTH OF A FENCE AND 11 FEET WEST OF A 10-INCH CEDAR TREE.  IT
 GA2703'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED FLUSH
 GA2703'IN A DRILLED HOLE OF OUTCROPPING BED-ROCK, STAMPED TGS 266 RM-1
 GA2703'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2704 ***********************************************************************
 GA2704  DESIGNATION -  266 RM 2
 GA2704  PID         -  GA2704
 GA2704  STATE/COUNTY-  TN/CLAIBORNE
 GA2704  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2704
 GA2704                         *CURRENT SURVEY CONTROL
 GA2704  ___________________________________________________________________
 GA2704* NAD 83(1986)-  36 31 42.     (N)    083 43 51.     (W)     SCALED    
 GA2704* NAVD 88     -       394.193  (meters)    1293.28   (feet)  ADJUSTED  
 GA2704  ___________________________________________________________________
 GA2704  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA2704  DYNAMIC HT  -         393.844 (meters)    1292.14  (feet)  COMP
 GA2704  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 GA2704
 GA2704  VERT ORDER  -  SECOND    CLASS 0
 GA2704
 GA2704.The horizontal coordinates were scaled from a topographic map and have
 GA2704.an estimated accuracy of +/- 6 seconds.
 GA2704
 GA2704.The orthometric height was determined by differential leveling
 GA2704.and adjusted by the National Geodetic Survey in June 1991..
 GA2704
 GA2704.The geoid height was determined by GEOID03.
 GA2704
 GA2704.The dynamic height is computed by dividing the NAVD 88
 GA2704.geopotential number by the normal gravity value computed on the
 GA2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2704.degrees latitude (g = 980.6199 gals.).
 GA2704
 GA2704.The modeled gravity was interpolated from observed gravity values.
 GA2704
 GA2704;                    North         East    Units  Estimated Accuracy
 GA2704;SPC TN       -   245,900.      803,210.      MT  (+/- 180 meters Scaled)
 GA2704
 GA2704                          SUPERSEDED SURVEY CONTROL
 GA2704
 GA2704  NGVD 29 (??/??/92)  394.336  (m)         1293.75   (f) ADJ UNCH    2 0
 GA2704
 GA2704.Superseded values are not recommended for survey control.
 GA2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2704.See file dsdata.txt to determine how the superseded data were derived.
 GA2704
 GA2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA555460(NAD 83)
 GA2704_MARKER: DR = REFERENCE MARK DISK
 GA2704_SETTING: 66 = SET IN ROCK OUTCROP
 GA2704_SP_SET: ROCK OUTCROP
 GA2704_STAMPING: TGS 266 RM 2 1964
 GA2704_MARK LOGO: TNHD  
 GA2704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2704+STABILITY: POSITION/ELEVATION WELL
 GA2704
 GA2704  HISTORY     - Date     Condition        Report By
 GA2704  HISTORY     - 1964     MONUMENTED       TNHD
 GA2704  HISTORY     - 1965     GOOD             TNHD
 GA2704
 GA2704                          STATION DESCRIPTION
 GA2704
 GA2704'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2704'4.1 MI W FROM ARTHUR.
 GA2704'THIS MARK IS LOCATED AT THE TGS 266 1964 STATION SITE, 30 FEET
 GA2704'WEST OF A 10-INCH CEDAR TREE, 29 FEET EAST OF A FENCE CORNER AND
 GA2704'9 FEET SOUTH OF THE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2704'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE OF OUTCROPPING
 GA2704'BED-ROCK, STAMPED TGS 266 RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0487 ***********************************************************************
 FF0487  DESIGNATION -  269.99
 FF0487  PID         -  FF0487
 FF0487  STATE/COUNTY-  TN/SHELBY
 FF0487  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0487
 FF0487                         *CURRENT SURVEY CONTROL
 FF0487  ___________________________________________________________________
 FF0487* NAD 83(1986)-  35 08 44.     (N)    090 03 13.     (W)     SCALED    
 FF0487* NAVD 88     -        82.254  (meters)     269.86   (feet)  ADJUSTED  
 FF0487  ___________________________________________________________________
 FF0487  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0487  DYNAMIC HT  -          82.179 (meters)     269.62  (feet)  COMP
 FF0487  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FF0487
 FF0487  VERT ORDER  -  FIRST     CLASS I
 FF0487
 FF0487.The horizontal coordinates were scaled from a topographic map and have
 FF0487.an estimated accuracy of +/- 6 seconds.
 FF0487
 FF0487.The orthometric height was determined by differential leveling
 FF0487.and adjusted by the National Geodetic Survey in June 1991..
 FF0487.WARNING-Repeat measurements at this control monument indicate possible
 FF0487.vertical movement.
 FF0487
 FF0487.The geoid height was determined by GEOID03.
 FF0487
 FF0487.The dynamic height is computed by dividing the NAVD 88
 FF0487.geopotential number by the normal gravity value computed on the
 FF0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0487.degrees latitude (g = 980.6199 gals.).
 FF0487
 FF0487.The modeled gravity was interpolated from observed gravity values.
 FF0487
 FF0487;                    North         East    Units  Estimated Accuracy
 FF0487;SPC TN       -    97,770.      230,710.      MT  (+/- 180 meters Scaled)
 FF0487
 FF0487                          SUPERSEDED SURVEY CONTROL
 FF0487
 FF0487  NGVD 29 (??/??/??)   82.211  (m)          269.72   (f) ADJUSTED    1 1
 FF0487
 FF0487.Superseded values are not recommended for survey control.
 FF0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0487.See file dsdata.txt to determine how the superseded data were derived.
 FF0487
 FF0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU684931(NAD 83)
 FF0487_MARKER: N = NAIL
 FF0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0487_SP_SET: STONE
 FF0487_STAMPING: CAST BM USE
 FF0487_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0487+STABILITY: SURFACE MOTION
 FF0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0487+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0487
 FF0487  HISTORY     - Date     Condition        Report By
 FF0487  HISTORY     - UNK      MONUMENTED       DOD
 FF0487  HISTORY     - 1974     GOOD             NGS
 FF0487  HISTORY     - 19940506 GOOD             TN1620
 FF0487  HISTORY     - 20001128 GOOD             USE
 FF0487
 FF0487                          STATION DESCRIPTION
 FF0487
 FF0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0487'AT MEMPHIS.
 FF0487'AT MEMPHIS, AT THE INTERSECTION OF NORTH FRONT STREET AND MADISON
 FF0487'AVENUE, 183.5 FEET SOUTH OF THE EXTENDED CENTER LINE OF MADISON
 FF0487'AVENUE LEADING EAST, 16.5 FEET WEST OF THE WEST CURB OF SOUTH
 FF0487'FRONT STREET, 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FF0487'COURTHOUSE-CUSTOM HOUSE-POST OFFICE BUILDING, 46.5 FEET WEST OF
 FF0487'THE CENTER LINE OF SOUTH FRONT STREET, A SMALL COPPER NAIL AND WASHER
 FF0487'SET VERTICALLY IN THE SOUTH FACE OF A STONE CORNER POST, PROJECTING
 FF0487'6 1/2 FEET, BETWEEN THE POST OFFICE AND COSSITT-GOODWYN INSTITUTE
 FF0487'LIBRARY, 2.8 FEET ABOVE GROUND.  NOTE-- THE BASE OF STONE POST IS
 FF0487'CRACKED.
 FF0487
 FF0487                          STATION RECOVERY (1994)
 FF0487
 FF0487'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0487'RECOVERED IN GOOD CONDITION.
 FF0487
 FF0487                          STATION RECOVERY (2000)
 FF0487
 FF0487'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0487'RECOVERED IN GOOD CONDITION.  MARKER TYPE COPPER NAIL AND WASHER SET
 FF0487'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1637 ***********************************************************************
 GD1637  DESIGNATION -  27
 GD1637  PID         -  GD1637
 GD1637  STATE/COUNTY-  TN/DYER
 GD1637  USGS QUAD   -  TRIMBLE (1983)
 GD1637
 GD1637                         *CURRENT SURVEY CONTROL
 GD1637  ___________________________________________________________________
 GD1637* NAD 83(1995)-  36 11 44.90507(N)    089 12 07.67960(W)     ADJUSTED  
 GD1637* NAVD 88     -        97.25   (+/-2cm)     319.1    (feet)  VERTCON   
 GD1637  ___________________________________________________________________
 GD1637  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GD1637  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1637
 GD1637  HORZ ORDER  -  THIRD
 GD1637  VERT ORDER  -  THIRD ? (See Below)
 GD1637
 GD1637.The horizontal coordinates were established by classical geodetic methods
 GD1637.and adjusted by the National Geodetic Survey in April 1999..
 GD1637
 GD1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1637.The vertical order pertains to the NGVD 29 superseded value.
 GD1637
 GD1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1637
 GD1637.The geoid height was determined by GEOID03.
 GD1637
 GD1637;                    North         East     Units Scale Factor Converg.
 GD1637;SPC TN       -   211,352.430   312,059.784   MT  0.99996827   -1 52 28.8
 GD1637;SPC TN       -   693,412.10  1,023,816.14   sFT  0.99996827   -1 52 28.8
 GD1637;UTM  16      - 4,007,914.299   302,003.885   MT  1.00008305   -1 18 03.2
 GD1637
 GD1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1637!SPC TN       -   0.99998917  x   0.99996827  =   0.99995744
 GD1637!UTM  16      -   0.99998917  x   1.00008305  =   1.00007222
 GD1637
 GD1637:                Primary Azimuth Mark                     Grid Az
 GD1637:SPC TN       -  TRIMBLE MUNICIPAL TANK                   047 47 14.3
 GD1637:UTM  16      -  TRIMBLE MUNICIPAL TANK                   047 12 48.7
 GD1637
 GD1637|---------------------------------------------------------------------|
 GD1637| PID    Reference Object                     Distance      Geod. Az  |
 GD1637|                                                           dddmmss.s |
 GD1637| GD1636 TRIMBLE MUNICIPAL TANK              APPROX. 1.4 KM 0455445.5 |
 GD1637| CG3083 27 RM 1                                            21228     |
 GD1637| CG3082 27 AZ MK                                           2123917.5 |
 GD1637| CG3084 27 RM 2                              15.579 METERS 33159     |
 GD1637|---------------------------------------------------------------------|
 GD1637
 GD1637                          SUPERSEDED SURVEY CONTROL
 GD1637
 GD1637  NAD 83(1995)-  36 11 44.90803(N)    089 12 07.68010(W) AD(       ) 3
 GD1637  NAD 83(1995)-  36 11 44.90869(N)    089 12 07.67990(W) AD(       ) 3
 GD1637  NAD 83(1986)-  36 11 44.91644(N)    089 12 07.67941(W) AD(       ) 3
 GD1637  NAD 27      -  36 11 44.67070(N)    089 12 07.43610(W) AD(       ) 3
 GD1637  NGVD 29 (07/19/86)   97.23   (m)          319.0    (f) LEVELING    3  
 GD1637
 GD1637.Superseded values are not recommended for survey control.
 GD1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1637.See file dsdata.txt to determine how the superseded data were derived.
 GD1637
 GD1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0200407914(NAD 83)
 GD1637_MARKER: DB = BENCH MARK DISK
 GD1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1637
 GD1637  HISTORY     - Date     Condition        Report By
 GD1637  HISTORY     - 1959     MONUMENTED       USGS
 GD1637  HISTORY     - 1967     GOOD             CGS
 GD1637
 GD1637                          STATION DESCRIPTION
 GD1637
 GD1637'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (GWM)
 GD1637'THE STATION IS ABOUT 4 MILES SOUTH OF OBION, ABOUT 1 MILE SOUTHWEST
 GD1637'OF TRIMBLE AND ON THE ROAD RIGHT-OF-WAY.  THE MARK IS A STANDARD U.S.
 GD1637'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 27 EPJ 1958 319 FEET
 GD1637'ELEVATION, SET IN THE TOP OF A 7 INCH BY 7 INCH CONCRETE POST
 GD1637'PROJECTING 3 INCHES.  IT IS 55 FEET WEST OF THE CENTER OF THE
 GD1637'INTERSECTION OF A GRAVELED ROAD WEST AND U.S. HIGHWAY 51, 34
 GD1637'FEET EAST OF A POWER POLE, 28 FEET NORTHWEST OF THE CENTERLINE OF
 GD1637'U.S. HIGHWAY, 51, 24 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD
 GD1637'AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.
 GD1637'
 GD1637'TO REACH THE STATION FROM THE RAILROAD STATION IN TRIMBLE, GO
 GD1637'WESTERLY ON MITCHELL AVENUE FOR 0.15 MILE TO A T-ROAD.  TURN LEFT AND
 GD1637'GO SOUTHWESTERLY ON U.S. HIGHWAY 51 FOR 0.7 MILE TO A SIDE
 GD1637'ROAD RIGHT AND THE STATION AS DESCRIBED.
 GD1637'
 GD1637'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 GD1637'HIGHWAY 51 FOR 0.35 MILE TO A DRIVEWAY LEFT AND THE AZIMUTH MARK AS
 GD1637'DESCRIBED.
 GD1637'
 GD1637'REFERENCE MARK 1 IS 60 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GD1637'GRAVELED ROAD, 33 FEET SOUTHEAST OF THE POWER POLE AND 28 FEET
 GD1637'NORTHWEST OF THE CENTERLINE OF HIGHWAY 51.  THE MONUMENT PROJECTS 3
 GD1637'INCHES AND THE DISK IS STAMPED 27 USGS NO 1 1959.  THERE IS
 GD1637'A REFERENCE MARK DISK SET UNDER THIS MARK 38 INCHES BELOW THE
 GD1637'GROUND SURFACE AND STAMPED THE SAME AS THE SURFACE DISK.
 GD1637'
 GD1637'REFERENCE MARK 2 IS 77 FEET WEST OF THE CENTER OF THE INTERSECTION OF
 GD1637'THE GRAVELED ROAD AND HIGHWAY 51, 46 FEET NORTHEAST OF THE POWER
 GD1637'POLE AND 22 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD.
 GD1637'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED 27 USGS NO
 GD1637'2 1959.
 GD1637'
 GD1637'THE AZIMUTH MARK IS 36 FEET NORTH OF A POWER POLE, 30 FEET SOUTHEAST
 GD1637'OF THE CENTERLINE OF HIGHWAY 51, 20 FEET NORTH OF THE CENTERLINE OF
 GD1637'A DRIVEWAY, 2 FEET NORTH OF A WIRE FENCE AND 1 FOOT WEST OF A WHITE
 GD1637'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED 27
 GD1637'USGS 1959.
 GD1637'
 GD1637'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1637
 GD1637                          STATION RECOVERY (1967)
 GD1637
 GD1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1637'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1637'HOWEVER, DUE TO CHANGES IN THE AREA, THE ORIGINAL DESCRIPTION IS NO
 GD1637'LONGER COMPLETELY CORRECT.
 GD1637'
 GD1637'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1637'
 GD1637'THE STATION IS ABOUT 4 MILES SOUTH OF OBION AND ABOUT 1 MILE
 GD1637'SOUTHWEST OF TRIMBLE ALONG THE NORTHWEST RIGHT-OF-WAY OF U.S.
 GD1637'HIGHWAY 51.
 GD1637'
 GD1637'TO REACH FROM THE RAILROAD STATION IN TRIMBLE, GO WESTERLY ON
 GD1637'MITCHELL AVENUE FOR 0.15 MILE TO U.S. HIGHWAY 51, HERE TURN LEFT AND
 GD1637'GO SOUTHWESTERLY ON U.S. HIGHWAY 51 FOR 0.7 MILE TO A
 GD1637'GRAVELED T ROAD ON THE RIGHT AND THE STATION AS DESCRIBED.
 GD1637'
 GD1637'THE STATION IS 55 FEET WEST OF THE INTERSECTION OF U.S. HIGHWAY 51
 GD1637'AND THE GRAVELED T ROAD, 34 FEET EAST OF A POWERLINE POLE, 28 FEET
 GD1637'NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 51, 24 FEET
 GD1637'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 0.7 OF A
 GD1637'FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A U.S. GEOLOGICAL
 GD1637'SURVEY BENCH MARK DISK SET IN THE TOP OF A 7-INCH, SQUARE,
 GD1637'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED 27
 GD1637'EPJ 1958 319.
 GD1637'
 GD1637'REFERENCE MARK NO. 1 IS 59 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GD1637'OF THE GRAVELED ROAD, 33 FEET SOUTHEAST OF A POWERLINE POLE, AND 28
 GD1637'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 51.  IT IS
 GD1637'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE
 GD1637'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED 27 USGS NO
 GD1637'1 1959.  ACCORDING TO THE 1959 DESCRIPTION FOR THIS
 GD1637'STATION, THERE IS A REFERENCE MARK DISK SET UNDER THIS MARK 38
 GD1637'INCHES BELOW THE SURFACE AND IS STAMPED THE SAME AS THE SURFACE
 GD1637'MARK DISK.
 GD1637'
 GD1637'REFERENCE MARK NO. 2 IS 77 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1637'THE INTERSECTION OF THE GRAVELED T ROAD AND U.S. HIGHWAY 51, 46 FEET
 GD1637'NORTHEAST OF A POWERLINE POLE AND 22 FEET NORTHEAST OF THE
 GD1637'APPROXIMATE CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK SET
 GD1637'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 GD1637'INCHES AND THE DISK IS STAMPED 27 USGS NO 2 1959.
 GD1637'
 GD1637'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1637'REFERENCE MARK NO. 2 IS 73.03 FEET - 22.260 METERS.
 GD1637'
 GD1637'THE AZIMUTH MARK IS 36 FEET NORTH OF A POWERLINE POLE, 30 FEET
 GD1637'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 51, 20 FEET
 GD1637'NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, AND 0.8 OF A FOOT
 GD1637'WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GD1637'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD1637'DISK IS STAMPED 27 USGS 1959.
 GD1637'
 GD1637'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 GD1637'HIGHWAY 51 FOR 0.35 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH
 GD1637'MARK AS DESCRIBED.
 GD1637'
 GD1637'NOTE - THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0698 ***********************************************************************
 FE0698  DESIGNATION -  27 40 39
 FE0698  PID         -  FE0698
 FE0698  STATE/COUNTY-  TN/GIBSON
 FE0698  USGS QUAD   -  MEDINA (1981)
 FE0698
 FE0698                         *CURRENT SURVEY CONTROL
 FE0698  ___________________________________________________________________
 FE0698* NAD 83(1986)-  35 51 06.     (N)    088 45 02.     (W)     SCALED    
 FE0698* NAVD 88     -       146.341  (meters)     480.12   (feet)  ADJUSTED  
 FE0698  ___________________________________________________________________
 FE0698  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0698  DYNAMIC HT  -         146.213 (meters)     479.70  (feet)  COMP
 FE0698  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 FE0698
 FE0698  VERT ORDER  -  FIRST     CLASS II
 FE0698
 FE0698.The horizontal coordinates were scaled from a topographic map and have
 FE0698.an estimated accuracy of +/- 6 seconds.
 FE0698
 FE0698.The orthometric height was determined by differential leveling
 FE0698.and adjusted by the National Geodetic Survey in June 1991..
 FE0698
 FE0698.The geoid height was determined by GEOID03.
 FE0698
 FE0698.The dynamic height is computed by dividing the NAVD 88
 FE0698.geopotential number by the normal gravity value computed on the
 FE0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0698.degrees latitude (g = 980.6199 gals.).
 FE0698
 FE0698.The modeled gravity was interpolated from observed gravity values.
 FE0698
 FE0698;                    North         East    Units  Estimated Accuracy
 FE0698;SPC TN       -   171,950.      351,580.      MT  (+/- 180 meters Scaled)
 FE0698
 FE0698                          SUPERSEDED SURVEY CONTROL
 FE0698
 FE0698  NGVD 29 (??/??/??)  146.393  (m)          480.29   (f) ADJUSTED    1 2
 FE0698
 FE0698.Superseded values are not recommended for survey control.
 FE0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0698.See file dsdata.txt to determine how the superseded data were derived.
 FE0698
 FE0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE419689(NAD 83)
 FE0698_MARKER: DD = SURVEY DISK
 FE0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0698_STAMPING: 27 40 39
 FE0698_MARK LOGO: TNDG  
 FE0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0698+STABILITY: SURFACE MOTION
 FE0698
 FE0698  HISTORY     - Date     Condition        Report By
 FE0698  HISTORY     - UNK      MONUMENTED       TNDG
 FE0698  HISTORY     - 1948     GOOD             CGS
 FE0698  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0698
 FE0698                          STATION DESCRIPTION
 FE0698
 FE0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0698'3.9 MI N FROM MEDINA.
 FE0698'ABOUT 3.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0698'FROM THE STATION AT MEDINA, ABOUT 4.8 MILES SOUTH OF THE
 FE0698'STATION AT MILAN, AT THE OVERPASS OF THE RAILROAD OVER U.S.
 FE0698'HIGHWAY 45E, 545 FEET NORTHEAST ALONG THE HIGHWAY FROM THE
 FE0698'RAILROAD, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FE0698'8 FEET WEST OF A 26-INCH OAK TREE, 13 FEET SOUTHWEST OF A FOOT
 FE0698'PATH, 245 FEET NORTHEAST OF B.M. R.E.F.F. M.O.D. 79 (USE),
 FE0698'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 FE0698'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0698'6 INCHES.
 FE0698
 FE0698                          STATION RECOVERY (2002)
 FE0698
 FE0698'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0698'SUSPECTED DESTROYED DUE TO HWY CONSTRUCTION AND NEW OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0479 ***********************************************************************
 FF0479  DESIGNATION -  270
 FF0479  PID         -  FF0479
 FF0479  STATE/COUNTY-  TN/SHELBY
 FF0479  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0479
 FF0479                         *CURRENT SURVEY CONTROL
 FF0479  ___________________________________________________________________
 FF0479* NAD 83(1986)-  35 01 27.     (N)    090 07 05.     (W)     SCALED    
 FF0479* NAVD 88     -        82.188  (meters)     269.65   (feet)  ADJUSTED  
 FF0479  ___________________________________________________________________
 FF0479  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FF0479  DYNAMIC HT  -          82.112 (meters)     269.40  (feet)  COMP
 FF0479  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 FF0479
 FF0479  VERT ORDER  -  FIRST     CLASS II
 FF0479
 FF0479.The horizontal coordinates were scaled from a topographic map and have
 FF0479.an estimated accuracy of +/- 6 seconds.
 FF0479
 FF0479.The orthometric height was determined by differential leveling
 FF0479.and adjusted by the National Geodetic Survey in June 1991..
 FF0479
 FF0479.The geoid height was determined by GEOID03.
 FF0479
 FF0479.The dynamic height is computed by dividing the NAVD 88
 FF0479.geopotential number by the normal gravity value computed on the
 FF0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0479.degrees latitude (g = 980.6199 gals.).
 FF0479
 FF0479.The modeled gravity was interpolated from observed gravity values.
 FF0479
 FF0479;                    North         East    Units  Estimated Accuracy
 FF0479;SPC TN       -    84,560.      224,270.      MT  (+/- 180 meters Scaled)
 FF0479
 FF0479                          SUPERSEDED SURVEY CONTROL
 FF0479
 FF0479  NGVD 29 (??/??/??)   82.168  (m)          269.58   (f) ADJUSTED    1 2
 FF0479
 FF0479.Superseded values are not recommended for survey control.
 FF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0479.See file dsdata.txt to determine how the superseded data were derived.
 FF0479
 FF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU629795(NAD 83)
 FF0479_MARKER: P = PIPE CAP
 FF0479_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0479_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0479_STAMPING: PRIM TRAV STA NO 68 MISS 270 1908
 FF0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0479
 FF0479  HISTORY     - Date     Condition        Report By
 FF0479  HISTORY     - 1908     MONUMENTED       USGS
 FF0479  HISTORY     - 1956     GOOD             CGS
 FF0479  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0479
 FF0479                          STATION DESCRIPTION
 FF0479
 FF0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0479'6.2 MI SW FROM MEMPHIS.
 FF0479'6.15 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0479'THE CROSSING OF FLORIDA STREET AT MEMPHIS, ABOUT 0.35 MILE NORTHEAST
 FF0479'OF MILE POST M 10, ABOUT 0.3 MILE NORTHEAST OF CROSSING OF
 FF0479'WHITE CAP ROAD, 73 FEET EAST-SOUTHEAST OF NEAR RAIL, 63 FEET
 FF0479'NORTHEAST OF THE 9 TH TELEPHONE POLE NORTHEAST OF CROSSING OF
 FF0479'WHITE CAP ROAD, 101 FEET SOUTH OF THE 10TH TELEPHONE POLE NORTHEAST
 FF0479'OF CROSSING, NEAR THE SOUTHWEST END OF A CUT, 1 1/2 FEET NORTHEAST
 FF0479'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL OF
 FF0479'TRACK AND PROJECTING 4 INCHES.
 FF0479
 FF0479                          STATION RECOVERY (1976)
 FF0479
 FF0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3614 ***********************************************************************
 GA3614  DESIGNATION -  270
 GA3614  PID         -  GA3614
 GA3614  STATE/COUNTY-  TN/CLAIBORNE
 GA3614  USGS QUAD   -  FORK RIDGE (1959)
 GA3614
 GA3614                         *CURRENT SURVEY CONTROL
 GA3614  ___________________________________________________________________
 GA3614* NAD 83(1995)-  36 30 19.67581(N)    083 46 13.50784(W)     ADJUSTED  
 GA3614* NAVD 88     -       417.0    (meters)    1368.     (feet)  VERTCON   
 GA3614  ___________________________________________________________________
 GA3614  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GA3614  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA3614
 GA3614  HORZ ORDER  -  SECOND
 GA3614
 GA3614.The horizontal coordinates were established by classical geodetic methods
 GA3614.and adjusted by the National Geodetic Survey in April 1999..
 GA3614
 GA3614.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3614
 GA3614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3614
 GA3614.The geoid height was determined by GEOID03.
 GA3614
 GA3614;                    North         East     Units Scale Factor Converg.
 GA3614;SPC TN       -   243,277.637   799,722.700   MT  1.00001695   +1 18 19.0
 GA3614;SPC TN       -   798,153.38  2,623,756.89   sFT  1.00001695   +1 18 19.0
 GA3614;SPC KY1Z     - 1,020,986.455 1,677,360.478   MT  1.00018829   +1 12 55.4
 GA3614;SPC KY1Z     - 3,349,686.39  5,503,140.17   sFT  1.00018829   +1 12 55.4
 GA3614;SPC KY S     -   520,960.299   677,336.131   MT  1.00004917   +1 12 01.9
 GA3614;SPC KY S     - 1,709,183.91  2,222,226.96   sFT  1.00004917   +1 12 01.9
 GA3614;UTM  17      - 4,043,584.500   251,883.350   MT  1.00035854   -1 38 56.3
 GA3614
 GA3614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3614!SPC TN       -   0.99993932  x   1.00001695  =   0.99995627
 GA3614!SPC KY1Z     -   0.99993932  x   1.00018829  =   1.00012760
 GA3614!SPC KY S     -   0.99993932  x   1.00004917  =   0.99998849
 GA3614!UTM  17      -   0.99993932  x   1.00035854  =   1.00029784
 GA3614
 GA3614:                Primary Azimuth Mark                     Grid Az
 GA3614:SPC TN       -  270 AZ MK                                085 50 24.2
 GA3614:SPC KY1Z     -  270 AZ MK                                085 55 47.8
 GA3614:SPC KY S     -  270 AZ MK                                085 56 41.3
 GA3614:UTM  17      -  270 AZ MK                                088 47 39.5
 GA3614
 GA3614|---------------------------------------------------------------------|
 GA3614| PID    Reference Object                     Distance      Geod. Az  |
 GA3614|                                                           dddmmss.s |
 GA3614| DH7155 270 AZ MK                                          0870843.2 |
 GA3614| DB8608 270 RM 1                              9.351 METERS 27414     |
 GA3614| DB8609 270 RM 2                              9.781 METERS 33834     |
 GA3614|---------------------------------------------------------------------|
 GA3614
 GA3614                          SUPERSEDED SURVEY CONTROL
 GA3614
 GA3614  NAD 83(1995)-  36 30 19.67696(N)    083 46 13.50866(W) AD(       ) 2
 GA3614  NAD 83(1995)-  36 30 19.67955(N)    083 46 13.50431(W) AD(       ) 2
 GA3614  NAD 83(1995)-  36 30 19.68437(N)    083 46 13.50917(W) AD(       ) 2
 GA3614  NAD 83(1986)-  36 30 19.68637(N)    083 46 13.50812(W) AD(       ) 2
 GA3614  NAD 27      -  36 30 19.40242(N)    083 46 13.80884(W) AD(       ) 2
 GA3614  NGVD 29 (07/19/86)  417.2    (m)         1369.     (f) VERT ANG       
 GA3614
 GA3614.Superseded values are not recommended for survey control.
 GA3614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3614.See file dsdata.txt to determine how the superseded data were derived.
 GA3614
 GA3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5188343585(NAD 83)
 GA3614_MARKER: DD = SURVEY DISK
 GA3614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3614
 GA3614  HISTORY     - Date     Condition        Report By
 GA3614  HISTORY     - 1964     MONUMENTED       TNGS
 GA3614
 GA3614                          STATION DESCRIPTION
 GA3614
 GA3614'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964 (JAG)
 GA3614'THE STATION IS LOCATED ABOUT 22 MILES NORTHEAST OF LAFOLLETTE.
 GA3614'
 GA3614'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 7.6 MILES
 GA3614'EAST-NORTHEAST ON
 GA3614'STATE ROUTE 63 TO A GRAVELED ROAD ON THE RIGHT,
 GA3614'TURN RIGHT, SOUTHEAST, AND GO 0.7
 GA3614'MILE TO THE TOP OF A RIDGE AND THE
 GA3614'STATION ON THE RIGHT.
 GA3614'
 GA3614'THE STATION IS 11 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD,
 GA3614'2.6 FEET SOUTHEAST OF A
 GA3614'WITNESS POST, 2 FEET NORTH OF A FENCE POST AND 1 FOOT
 GA3614'EAST OF A NORTH AND SOUTH FENCE
 GA3614'LINE.  IT IS A U.S.  COAST AND
 GA3614'GEODETIC AND STATE SURVEY METAL DISK SET IN A
 GA3614'6-INCH SQUARE CONCRETE
 GA3614'MONUMENT, PROJECTING 6 INCHES, AND THE DISK IS STAMPED 270.
 GA3614'
 GA3614'REFERENCE MARK NO. 1 IS 26 FEET SOUTHWEST OF A NORTH AND SOUTH FENCE
 GA3614'LINE, 6 FEET WEST OF A
 GA3614'FENCE POST AND 2 FEET NORTHWEST OF AN EAST AND WEST
 GA3614'FENCE LINE.  IT IS A STANDARD
 GA3614'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3614'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA3614'AND THE DISK IS STAMPED
 GA3614'TGS-270 RM-1 1964.
 GA3614'
 GA3614'REFERENCE MARK NO. 2 IS 11 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GA3614'ROAD, 4 FEET NORTHWEST OF
 GA3614'A FENCE POST AND 1 FOOT WEST OF A NORTH AND SOUTH
 GA3614'FENCE LINE.  IT IS A STANDARD
 GA3614'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3614'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA3614'AND THE DISK IS STAMPED
 GA3614'TGS-270 RM-2 1964.
 GA3614'
 GA3614'THE AZIMUTH MARK IS 40 FEET NORTH OF A GROUP OF 3 MAIL BOXES, ONE OF
 GA3614'WHICH HAS A.G.  MOYERS
 GA3614'WRITTEN ON IT, 12 FEET NORTHWEST OF THE APPROXIMATE
 GA3614'CENTER OF A GRAVELED ROAD AND
 GA3614'3.6 FEET NORTH OF A WITNESS POST NAILED
 GA3614'TO A LIGHT POLE.  IT IS A STANDARD TENNESSEE
 GA3614'HIGHWAY DEPARTMENT DISK
 GA3614'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA3614'IS STAMPED
 GA3614'TGS-270 AZI 1964.
 GA3614'
 GA3614'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.25 MILE SOUTHEAST ON
 GA3614'THE ROAD TO THE
 GA3614'INTERSECTION OF A GRAVELED ROAD, TURN LEFT, NORTHEAST, AND GO
 GA3614'0.35 MILE TO THE MARK ON THE LEFT.
 GA3614'
 GA3614'ALL OBSERVATIONS WERE MADE FROM A 20 FOOT WOODEN STAND.
 GA3614'
 GA3614'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0012 ***********************************************************************
 FD0012  DESIGNATION -  2702=TBM 1
 FD0012  PID         -  FD0012
 FD0012  STATE/COUNTY-  TN/RUTHERFORD
 FD0012  USGS QUAD   -  DILLTON (1975)
 FD0012
 FD0012                         *CURRENT SURVEY CONTROL
 FD0012  ___________________________________________________________________
 FD0012* NAD 83(1986)-  35 50 27.     (N)    086 21 38.     (W)     SCALED    
 FD0012* NAVD 88     -       188.493  (meters)     618.41   (feet)  ADJUSTED  
 FD0012  ___________________________________________________________________
 FD0012  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0012  DYNAMIC HT  -         188.328 (meters)     617.87  (feet)  COMP
 FD0012  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 FD0012
 FD0012  VERT ORDER  -  SECOND    CLASS 0
 FD0012
 FD0012.The horizontal coordinates were scaled from a topographic map and have
 FD0012.an estimated accuracy of +/- 6 seconds.
 FD0012
 FD0012.The orthometric height was determined by differential leveling
 FD0012.and adjusted by the National Geodetic Survey in June 1991..
 FD0012
 FD0012.The geoid height was determined by GEOID03.
 FD0012
 FD0012.The dynamic height is computed by dividing the NAVD 88
 FD0012.geopotential number by the normal gravity value computed on the
 FD0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0012.degrees latitude (g = 980.6199 gals.).
 FD0012
 FD0012.The modeled gravity was interpolated from observed gravity values.
 FD0012
 FD0012;                    North         East    Units  Estimated Accuracy
 FD0012;SPC TN       -   167,320.      567,430.      MT  (+/- 180 meters Scaled)
 FD0012
 FD0012                          SUPERSEDED SURVEY CONTROL
 FD0012
 FD0012.No superseded survey control is available for this station.
 FD0012
 FD0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE577664(NAD 83)
 FD0012_MARKER: B = BOLT
 FD0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0012_STAMPING: 2709
 FD0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0012+STABILITY: SURFACE MOTION
 FD0012
 FD0012  HISTORY     - Date     Condition        Report By
 FD0012  HISTORY     - UNK      MONUMENTED       TNGS
 FD0012  HISTORY     - 1956     MARK NOT FOUND   NGS
 FD0012
 FD0012                          STATION DESCRIPTION
 FD0012
 FD0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FD0012'1.8 MI E FROM MURFREESBORO.
 FD0012'1.8 MILES EAST ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE AT
 FD0012'MURFREESBORO, RUTHERFORD COUNTY, 0.3 MILE EAST OF THE CITY
 FD0012'LIMITS, OPPOSITE POWER-TRANSMISSION LINE POLE 3344, 98.5 FEET
 FD0012'EAST OF THE NORTHEAST CORNER OF A TWO-STORY FRAME HOUSE OWNED
 FD0012'IN 1935 BY FORREST SPENCE, 26 FEET SOUTH OF THE CENTERLINE OF
 FD0012'THE HIGHWAY, NEAR THE NORTHEAST CORNER OF THE YARD, AND 3 FEET
 FD0012'NORTH OF THE FENCE.  A BRASS BOLT, ERRONEOUSLY STAMPED 2709
 FD0012'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0013 ***********************************************************************
 FD0013  DESIGNATION -  2704=TBM 2
 FD0013  PID         -  FD0013
 FD0013  STATE/COUNTY-  TN/RUTHERFORD
 FD0013  USGS QUAD   -  DILLTON (1975)
 FD0013
 FD0013                         *CURRENT SURVEY CONTROL
 FD0013  ___________________________________________________________________
 FD0013* NAD 83(1986)-  35 50 19.     (N)    086 20 56.     (W)     SCALED    
 FD0013* NAVD 88     -       191.985  (meters)     629.87   (feet)  ADJUSTED  
 FD0013  ___________________________________________________________________
 FD0013  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FD0013  DYNAMIC HT  -         191.816 (meters)     629.32  (feet)  COMP
 FD0013  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 FD0013
 FD0013  VERT ORDER  -  SECOND    CLASS 0
 FD0013
 FD0013.The horizontal coordinates were scaled from a topographic map and have
 FD0013.an estimated accuracy of +/- 6 seconds.
 FD0013
 FD0013.The orthometric height was determined by differential leveling
 FD0013.and adjusted by the National Geodetic Survey in June 1991..
 FD0013
 FD0013.The geoid height was determined by GEOID03.
 FD0013
 FD0013.The dynamic height is computed by dividing the NAVD 88
 FD0013.geopotential number by the normal gravity value computed on the
 FD0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0013.degrees latitude (g = 980.6199 gals.).
 FD0013
 FD0013.The modeled gravity was interpolated from observed gravity values.
 FD0013
 FD0013;                    North         East    Units  Estimated Accuracy
 FD0013;SPC TN       -   167,070.      568,480.      MT  (+/- 180 meters Scaled)
 FD0013
 FD0013                          SUPERSEDED SURVEY CONTROL
 FD0013
 FD0013.No superseded survey control is available for this station.
 FD0013
 FD0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE588662(NAD 83)
 FD0013_MARKER: B = BOLT
 FD0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0013_STAMPING: 2704
 FD0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0013+STABILITY: SURFACE MOTION
 FD0013
 FD0013  HISTORY     - Date     Condition        Report By
 FD0013  HISTORY     - UNK      MONUMENTED       TNGS
 FD0013  HISTORY     - 1956     MARK NOT FOUND   NGS
 FD0013  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0013
 FD0013                          STATION DESCRIPTION
 FD0013
 FD0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FD0013'2.4 MI E FROM MURFREESBORO.
 FD0013'2.4 MILES EAST ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE AT
 FD0013'MURFREESBORO, RUTHERFORD COUNTY, 0.9 MILE EAST OF THE CITY
 FD0013'LIMITS, 213 FEET WEST OF THE WEST LINE OF LOVERS LANE, 167
 FD0013'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE J.A. OTT RESIDENCE
 FD0013'IN 1935, 72 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE 3323,
 FD0013'27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31 FEET EAST
 FD0013'OF POLE 3, IN LINE WITH THE ROW OF POLES, AND 25 FEET WEST OF
 FD0013'A PRIVATE DRIVEWAY.  A BRASS BOLT, STAMPED 2704 AND SET IN THE
 FD0013'TOP OF A CONCRETE POST.
 FD0013
 FD0013                          STATION RECOVERY (2001)
 FD0013
 FD0013'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0013'HIGHWAY HAS BEEN WIDENED.
 FD0013' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0014 ***********************************************************************
 FD0014  DESIGNATION -  2708=TBM 3
 FD0014  PID         -  FD0014
 FD0014  STATE/COUNTY-  TN/RUTHERFORD
 FD0014  USGS QUAD   -  DILLTON (1975)
 FD0014
 FD0014                         *CURRENT SURVEY CONTROL
 FD0014  ___________________________________________________________________
 FD0014* NAD 83(1986)-  35 49 59.     (N)    086 18 58.     (W)     SCALED    
 FD0014* NAVD 88     -       200.540  (meters)     657.94   (feet)  ADJUSTED  
 FD0014  ___________________________________________________________________
 FD0014  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0014  DYNAMIC HT  -         200.363 (meters)     657.36  (feet)  COMP
 FD0014  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 FD0014
 FD0014  VERT ORDER  -  SECOND    CLASS 0
 FD0014
 FD0014.The horizontal coordinates were scaled from a topographic map and have
 FD0014.an estimated accuracy of +/- 6 seconds.
 FD0014
 FD0014.The orthometric height was determined by differential leveling
 FD0014.and adjusted by the National Geodetic Survey in June 1991..
 FD0014
 FD0014.The geoid height was determined by GEOID03.
 FD0014
 FD0014.The dynamic height is computed by dividing the NAVD 88
 FD0014.geopotential number by the normal gravity value computed on the
 FD0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0014.degrees latitude (g = 980.6199 gals.).
 FD0014
 FD0014.The modeled gravity was interpolated from observed gravity values.
 FD0014
 FD0014;                    North         East    Units  Estimated Accuracy
 FD0014;SPC TN       -   166,440.      571,440.      MT  (+/- 180 meters Scaled)
 FD0014
 FD0014                          SUPERSEDED SURVEY CONTROL
 FD0014
 FD0014.No superseded survey control is available for this station.
 FD0014
 FD0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE617656(NAD 83)
 FD0014_MARKER: B = BOLT
 FD0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0014_STAMPING: 2708
 FD0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0014+STABILITY: SURFACE MOTION
 FD0014
 FD0014  HISTORY     - Date     Condition        Report By
 FD0014  HISTORY     - UNK      MONUMENTED       TNGS
 FD0014  HISTORY     - 1935     GOOD             NGS
 FD0014
 FD0014                          STATION DESCRIPTION
 FD0014
 FD0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0014'4.3 MI E FROM MURFREESBORO.
 FD0014'4.3 MILES EAST ALONG STATE HIGHWAY 1 FROM MURFREESBORO, RUTHERFORD
 FD0014'COUNTY, 181 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORY
 FD0014'FRAME DWELLING OWNED IN 1935 BY MRS. SALLIE BENSON, 36 FEET
 FD0014'WEST OF JAKES GROCERY STORE, 25 FEET SOUTH OF THE CENTERLINE
 FD0014'OF THE HIGHWAY, 8 FEET EAST OF POLE 59, OPPOSITE POWER-TRANSMISSION
 FD0014'LINE POLE 3266, AND 6 FEET NORTH OF A FENCE.  A BRASS BOLT,
 FD0014'STAMPED 2708 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2693 ***********************************************************************
 GA2693  DESIGNATION -  271
 GA2693  PID         -  GA2693
 GA2693  STATE/COUNTY-  TN/CLAIBORNE
 GA2693  USGS QUAD   -  FORK RIDGE (1959)
 GA2693
 GA2693                         *CURRENT SURVEY CONTROL
 GA2693  ___________________________________________________________________
 GA2693* NAD 83(1986)-  36 30 03.     (N)    083 47 53.     (W)     SCALED    
 GA2693* NAVD 88     -       389.471  (meters)    1277.79   (feet)  ADJUSTED  
 GA2693  ___________________________________________________________________
 GA2693  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GA2693  DYNAMIC HT  -         389.128 (meters)    1276.66  (feet)  COMP
 GA2693  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 GA2693
 GA2693  VERT ORDER  -  SECOND    CLASS 0
 GA2693
 GA2693.The horizontal coordinates were scaled from a topographic map and have
 GA2693.an estimated accuracy of +/- 6 seconds.
 GA2693
 GA2693.The orthometric height was determined by differential leveling
 GA2693.and adjusted by the National Geodetic Survey in June 1991..
 GA2693
 GA2693.The geoid height was determined by GEOID03.
 GA2693
 GA2693.The dynamic height is computed by dividing the NAVD 88
 GA2693.geopotential number by the normal gravity value computed on the
 GA2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2693.degrees latitude (g = 980.6199 gals.).
 GA2693
 GA2693.The modeled gravity was interpolated from observed gravity values.
 GA2693
 GA2693;                    North         East    Units  Estimated Accuracy
 GA2693;SPC TN       -   242,710.      797,260.      MT  (+/- 180 meters Scaled)
 GA2693
 GA2693                          SUPERSEDED SURVEY CONTROL
 GA2693
 GA2693  NGVD 29 (??/??/92)  389.610  (m)         1278.25   (f) ADJ UNCH    2 0
 GA2693
 GA2693.Superseded values are not recommended for survey control.
 GA2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2693.See file dsdata.txt to determine how the superseded data were derived.
 GA2693
 GA2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA493431(NAD 83)
 GA2693_MARKER: DD = SURVEY DISK
 GA2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2693_STAMPING: 271
 GA2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2693+STABILITY: SURFACE MOTION
 GA2693
 GA2693  HISTORY     - Date     Condition        Report By
 GA2693  HISTORY     - UNK      MONUMENTED       TNGS
 GA2693  HISTORY     - 1936     GOOD             TVA
 GA2693
 GA2693                          STATION DESCRIPTION
 GA2693
 GA2693'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2693'8.6 MI W FROM ARTHUR.
 GA2693'8.6 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2693'STATION AT ARTHUR, CLAIBORNE COUNTY, ABOUT 2000 FEET WEST OF
 GA2693'POWELL VALLEY HIGH SCHOOL, THENCE 800 FEET SOUTH ALONG A LANE
 GA2693'AND ACROSS A CREEK TO THE A.C. SHIPLEY FARM, ABOUT 175 FEET NORTH
 GA2693'OF THE A.C. SHIPLEY HOUSE, AT A WIRE FENCE, 10 FEET EAST OF A
 GA2693'ROAD LEADING TO THE HOUSE, ABOUT 100 FEET SOUTH OF A FENCE
 GA2693'JUNCTION, AND 50 FEET NORTH OF A 12-INCH WALNUT TREE.  A STATE
 GA2693'SURVEY STANDARD DISK, STAMPED 271 AND SET IN THE TOP OF A CONCRETE
 GA2693'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0936 ***********************************************************************
 GD0936  DESIGNATION -  271
 GD0936  PID         -  GD0936
 GD0936  STATE/COUNTY-  TN/DYER
 GD0936  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0936
 GD0936                         *CURRENT SURVEY CONTROL
 GD0936  ___________________________________________________________________
 GD0936* NAD 83(1986)-  36 00 05.     (N)    089 38 45.     (W)     SCALED    
 GD0936* NAVD 88     -        82.600  (meters)     271.00   (feet)  ADJUSTED  
 GD0936  ___________________________________________________________________
 GD0936  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0936  DYNAMIC HT  -          82.531 (meters)     270.77  (feet)  COMP
 GD0936  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 GD0936
 GD0936  VERT ORDER  -  FIRST     CLASS II
 GD0936
 GD0936.The horizontal coordinates were scaled from a topographic map and have
 GD0936.an estimated accuracy of +/- 6 seconds.
 GD0936
 GD0936.The orthometric height was determined by differential leveling
 GD0936.and adjusted by the National Geodetic Survey in June 1991..
 GD0936.WARNING-Repeat measurements at this control monument indicate possible
 GD0936.vertical movement.
 GD0936
 GD0936.The geoid height was determined by GEOID03.
 GD0936
 GD0936.The dynamic height is computed by dividing the NAVD 88
 GD0936.geopotential number by the normal gravity value computed on the
 GD0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0936.degrees latitude (g = 980.6199 gals.).
 GD0936
 GD0936.The modeled gravity was interpolated from observed gravity values.
 GD0936
 GD0936;                    North         East    Units  Estimated Accuracy
 GD0936;SPC TN       -   191,190.      271,380.      MT  (+/- 180 meters Scaled)
 GD0936
 GD0936                          SUPERSEDED SURVEY CONTROL
 GD0936
 GD0936  NGVD 29 (??/??/??)   82.543  (m)          270.81   (f) ADJUSTED    1 2
 GD0936
 GD0936.Superseded values are not recommended for survey control.
 GD0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0936.See file dsdata.txt to determine how the superseded data were derived.
 GD0936
 GD0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE615873(NAD 83)
 GD0936_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GD0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0936_SP_SET: BRIDGE
 GD0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0936
 GD0936  HISTORY     - Date     Condition        Report By
 GD0936  HISTORY     - UNK      MONUMENTED       DOD
 GD0936  HISTORY     - 1957     GOOD             CGS
 GD0936
 GD0936                          STATION DESCRIPTION
 GD0936
 GD0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0936'2.3 MI E FROM MIDWAY.
 GD0936'2.3 MILES EAST ALONG A ONE-LANE PAVEMENT FROM THE BAPTIST CHURCH
 GD0936'AT MIDWAY, AT BRIDGE OVER OBION RIVER, A 1-INCH SQUARE IRON
 GD0936'PIN PROJECTING 1-INCH ABOVE CONCRETE IN THE TOP OF SOUTH END OF
 GD0936'FIRST PIER WEST OF BRIDGE TURN TABLE, 8 1/2 FEET SOUTH OF CENTER
 GD0936'LINE OF BRIDGE FLOOR, 3 FEET NORTH OF SOUTH END OF PIER, 1 3/4
 GD0936'FEET WEST OF EAST EDGE OF PIER AND 3 FEET BELOW LEVEL OF BRIDGE
 GD0936'FLOOR.  NOTE-- THE MARK DESCRIBED ABOVE IS THE ONLY IRON PIN
 GD0936'FOUND ON SOUTH END OF BRIDGE PIERS.  ITS ELEVATION DOES NOT
 GD0936'CHECK OLD ELEVATION AND IT IS APPARENTLY NOT THE ORIGINAL
 GD0936'MARK LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0015 ***********************************************************************
 FD0015  DESIGNATION -  2710=TBM 4
 FD0015  PID         -  FD0015
 FD0015  STATE/COUNTY-  TN/RUTHERFORD
 FD0015  USGS QUAD   -  DILLTON (1975)
 FD0015
 FD0015                         *CURRENT SURVEY CONTROL
 FD0015  ___________________________________________________________________
 FD0015* NAD 83(1986)-  35 49 52.     (N)    086 18 12.     (W)     SCALED    
 FD0015* NAVD 88     -       207.835  (meters)     681.87   (feet)  ADJUSTED  
 FD0015  ___________________________________________________________________
 FD0015  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FD0015  DYNAMIC HT  -         207.652 (meters)     681.27  (feet)  COMP
 FD0015  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FD0015
 FD0015  VERT ORDER  -  SECOND    CLASS 0
 FD0015
 FD0015.The horizontal coordinates were scaled from a topographic map and have
 FD0015.an estimated accuracy of +/- 6 seconds.
 FD0015
 FD0015.The orthometric height was determined by differential leveling
 FD0015.and adjusted by the National Geodetic Survey in June 1991..
 FD0015
 FD0015.The geoid height was determined by GEOID03.
 FD0015
 FD0015.The dynamic height is computed by dividing the NAVD 88
 FD0015.geopotential number by the normal gravity value computed on the
 FD0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0015.degrees latitude (g = 980.6199 gals.).
 FD0015
 FD0015.The modeled gravity was interpolated from observed gravity values.
 FD0015
 FD0015;                    North         East    Units  Estimated Accuracy
 FD0015;SPC TN       -   166,220.      572,590.      MT  (+/- 180 meters Scaled)
 FD0015
 FD0015                          SUPERSEDED SURVEY CONTROL
 FD0015
 FD0015.No superseded survey control is available for this station.
 FD0015
 FD0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE629654(NAD 83)
 FD0015_MARKER: B = BOLT
 FD0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0015_STAMPING: 2710
 FD0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0015+STABILITY: SURFACE MOTION
 FD0015
 FD0015  HISTORY     - Date     Condition        Report By
 FD0015  HISTORY     - UNK      MONUMENTED       TNGS
 FD0015  HISTORY     - 1935     GOOD             NGS
 FD0015
 FD0015                          STATION DESCRIPTION
 FD0015
 FD0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0015'5 MI E FROM MURFREESBORO.
 FD0015'5.0 MILES EAST ALONG STATE HIGHWAY 1 FROM MURFREESBORO, RUTHERFORD
 FD0015'COUNTY, 0.1 MILE EAST OF THE JUNCTION OF A ROAD LEADING SOUTH
 FD0015'TO DILTOR, 0.1 MILE EAST OF LOAFERS REST STORE IN 1935, AT THE
 FD0015'SUMMIT OF A SMALL HILL, OPPOSITE POWER-TRANSMISSION LINE POLE
 FD0015'3244, 27.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 FD0015'ON A BANK.  A BRASS BOLT, STAMPED 2710 AND SET IN THE TOP OF A
 FD0015'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0016 ***********************************************************************
 FD0016  DESIGNATION -  2715=TBM 6
 FD0016  PID         -  FD0016
 FD0016  STATE/COUNTY-  TN/RUTHERFORD
 FD0016  USGS QUAD   -  DILLTON (1975)
 FD0016
 FD0016                         *CURRENT SURVEY CONTROL
 FD0016  ___________________________________________________________________
 FD0016* NAD 83(1986)-  35 49 38.     (N)    086 15 10.     (W)     SCALED    
 FD0016* NAVD 88     -       195.411  (meters)     641.11   (feet)  ADJUSTED  
 FD0016  ___________________________________________________________________
 FD0016  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0016  DYNAMIC HT  -         195.237 (meters)     640.54  (feet)  COMP
 FD0016  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FD0016
 FD0016  VERT ORDER  -  SECOND    CLASS 0
 FD0016
 FD0016.The horizontal coordinates were scaled from a topographic map and have
 FD0016.an estimated accuracy of +/- 6 seconds.
 FD0016
 FD0016.The orthometric height was determined by differential leveling
 FD0016.and adjusted by the National Geodetic Survey in June 1991..
 FD0016
 FD0016.The geoid height was determined by GEOID03.
 FD0016
 FD0016.The dynamic height is computed by dividing the NAVD 88
 FD0016.geopotential number by the normal gravity value computed on the
 FD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0016.degrees latitude (g = 980.6199 gals.).
 FD0016
 FD0016.The modeled gravity was interpolated from observed gravity values.
 FD0016
 FD0016;                    North         East    Units  Estimated Accuracy
 FD0016;SPC TN       -   165,780.      577,160.      MT  (+/- 180 meters Scaled)
 FD0016
 FD0016                          SUPERSEDED SURVEY CONTROL
 FD0016
 FD0016.No superseded survey control is available for this station.
 FD0016
 FD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE674650(NAD 83)
 FD0016_MARKER: B = BOLT
 FD0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0016_STAMPING: 2715
 FD0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0016+STABILITY: SURFACE MOTION
 FD0016
 FD0016  HISTORY     - Date     Condition        Report By
 FD0016  HISTORY     - UNK      MONUMENTED       TNGS
 FD0016  HISTORY     - 1935     GOOD             NGS
 FD0016
 FD0016                          STATION DESCRIPTION
 FD0016
 FD0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0016'AT KITTRELL.
 FD0016'AT KITTRELL, RUTHERFORD COUNTY, ON STATE HIGHWAY 1, 300 FEET
 FD0016'WEST OF THE BRIDGE OVER CRIPPLE CREEK, AT A DIRT-ROAD INTERSECTION,
 FD0016'ON THE BANK OF THE CREEK, 26.8 FEET NORTH OF THE CENTERLINE
 FD0016'OF THE HIGHWAY, WEST OF THE ROAD, AND 5 FEET HIGHER THAN THE
 FD0016'HIGHWAY.  A BRASS BOLT, STAMPED 2715 AND SET IN THE TOP OF A
 FD0016'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0017 ***********************************************************************
 FD0017  DESIGNATION -  2716
 FD0017  PID         -  FD0017
 FD0017  STATE/COUNTY-  TN/RUTHERFORD
 FD0017  USGS QUAD   -  READYVILLE (1974)
 FD0017
 FD0017                         *CURRENT SURVEY CONTROL
 FD0017  ___________________________________________________________________
 FD0017* NAD 83(1986)-  35 49 24.     (N)    086 14 43.     (W)     SCALED    
 FD0017* NAVD 88     -       191.834  (meters)     629.38   (feet)  ADJUSTED  
 FD0017  ___________________________________________________________________
 FD0017  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0017  DYNAMIC HT  -         191.664 (meters)     628.82  (feet)  COMP
 FD0017  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 FD0017
 FD0017  VERT ORDER  -  SECOND    CLASS 0
 FD0017
 FD0017.The horizontal coordinates were scaled from a topographic map and have
 FD0017.an estimated accuracy of +/- 6 seconds.
 FD0017
 FD0017.The orthometric height was determined by differential leveling
 FD0017.and adjusted by the National Geodetic Survey in June 1991..
 FD0017
 FD0017.The geoid height was determined by GEOID03.
 FD0017
 FD0017.The dynamic height is computed by dividing the NAVD 88
 FD0017.geopotential number by the normal gravity value computed on the
 FD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0017.degrees latitude (g = 980.6199 gals.).
 FD0017
 FD0017.The modeled gravity was interpolated from observed gravity values.
 FD0017
 FD0017;                    North         East    Units  Estimated Accuracy
 FD0017;SPC TN       -   165,340.      577,840.      MT  (+/- 180 meters Scaled)
 FD0017
 FD0017                          SUPERSEDED SURVEY CONTROL
 FD0017
 FD0017.No superseded survey control is available for this station.
 FD0017
 FD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE681646(NAD 83)
 FD0017_MARKER: B = BOLT
 FD0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0017_STAMPING: 2716
 FD0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0017+STABILITY: SURFACE MOTION
 FD0017
 FD0017  HISTORY     - Date     Condition        Report By
 FD0017  HISTORY     - UNK      MONUMENTED       TNGS
 FD0017  HISTORY     - 1960     MARK NOT FOUND   NGS
 FD0017  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0017
 FD0017                          STATION DESCRIPTION
 FD0017
 FD0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0017'AT KITTRELL.
 FD0017'AT KITTRELL, RUTHERFORD COUNTY, ON STATE HIGHWAY 1, AT THE
 FD0017'HIGH SCHOOL, 145 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FD0017'BUILDING, IN THE SOUTHWEST ANGLE OF A DIRT-ROAD INTERSECTION,
 FD0017'29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET WEST OF
 FD0017'THE ROAD, 3 YARDS EAST OF POWER-TRANSMISSION LINE POLE 3141, AND
 FD0017'AT A FENCE CORNER.  A BRASS BOLT, STAMPED 2716 AND SET IN THE
 FD0017'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FD0017
 FD0017                          STATION RECOVERY (2002)
 FD0017
 FD0017'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0017'DIRT ROAD HAS BEEN WIDENED AND PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0018 ***********************************************************************
 FD0018  DESIGNATION -  2717
 FD0018  PID         -  FD0018
 FD0018  STATE/COUNTY-  TN/RUTHERFORD
 FD0018  USGS QUAD   -  READYVILLE (1974)
 FD0018
 FD0018                         *CURRENT SURVEY CONTROL
 FD0018  ___________________________________________________________________
 FD0018* NAD 83(1986)-  35 49 06.     (N)    086 13 54.     (W)     SCALED    
 FD0018* NAVD 88     -       205.191  (meters)     673.20   (feet)  ADJUSTED  
 FD0018  ___________________________________________________________________
 FD0018  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0018  DYNAMIC HT  -         205.008 (meters)     672.60  (feet)  COMP
 FD0018  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 FD0018
 FD0018  VERT ORDER  -  SECOND    CLASS 0
 FD0018
 FD0018.The horizontal coordinates were scaled from a topographic map and have
 FD0018.an estimated accuracy of +/- 6 seconds.
 FD0018
 FD0018.The orthometric height was determined by differential leveling
 FD0018.and adjusted by the National Geodetic Survey in June 1991..
 FD0018
 FD0018.The geoid height was determined by GEOID03.
 FD0018
 FD0018.The dynamic height is computed by dividing the NAVD 88
 FD0018.geopotential number by the normal gravity value computed on the
 FD0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0018.degrees latitude (g = 980.6199 gals.).
 FD0018
 FD0018.The modeled gravity was interpolated from observed gravity values.
 FD0018
 FD0018;                    North         East    Units  Estimated Accuracy
 FD0018;SPC TN       -   164,780.      579,070.      MT  (+/- 180 meters Scaled)
 FD0018
 FD0018                          SUPERSEDED SURVEY CONTROL
 FD0018
 FD0018.No superseded survey control is available for this station.
 FD0018
 FD0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE694640(NAD 83)
 FD0018_MARKER: B = BOLT
 FD0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0018_STAMPING: 2717
 FD0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0018+STABILITY: SURFACE MOTION
 FD0018
 FD0018  HISTORY     - Date     Condition        Report By
 FD0018  HISTORY     - UNK      MONUMENTED       TNGS
 FD0018  HISTORY     - 1960     POOR             NGS
 FD0018  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0018
 FD0018                          STATION DESCRIPTION
 FD0018
 FD0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0018'3.8 MI W FROM READYVILLE.
 FD0018'IN RUTHERFORD COUNTY, 3.8 MILES WEST ALONG STATE HIGHWAY 1 FROM
 FD0018'THE POST OFFICE AT READYVILLE, CANNON COUNTY, 0.8 MILE EAST OF THE
 FD0018'BRICK HIGH SCHOOL AT KITTRELL, OPPOSITE POWER-TRANSMISSION LINE
 FD0018'POLE 3116, MIDWAY BETWEEN POLES 205 AND 206, 23.3 FEET NORTH OF
 FD0018'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 FD0018'A BRASS BOLT, STAMPED 2717 AND SET IN THE TOP OF A CONCRETE POST.
 FD0018'NOTE-- THIS BENCH MARK IS STILL IN PLACE BUT THE TOP PART OF
 FD0018'THE POST IS BROKEN OFF.
 FD0018
 FD0018                          STATION RECOVERY (2002)
 FD0018
 FD0018'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0018'MARK WAS DEFINITELY DESTROYED BY NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0019 ***********************************************************************
 FD0019  DESIGNATION -  2723=TBM 9
 FD0019  PID         -  FD0019
 FD0019  STATE/COUNTY-  TN/RUTHERFORD
 FD0019  USGS QUAD   -  READYVILLE (1974)
 FD0019
 FD0019                         *CURRENT SURVEY CONTROL
 FD0019  ___________________________________________________________________
 FD0019* NAD 83(1986)-  35 49 02.     (N)    086 11 35.     (W)     SCALED    
 FD0019* NAVD 88     -       203.505  (meters)     667.67   (feet)  ADJUSTED  
 FD0019  ___________________________________________________________________
 FD0019  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FD0019  DYNAMIC HT  -         203.323 (meters)     667.07  (feet)  COMP
 FD0019  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 FD0019
 FD0019  VERT ORDER  -  SECOND    CLASS 0
 FD0019
 FD0019.The horizontal coordinates were scaled from a topographic map and have
 FD0019.an estimated accuracy of +/- 6 seconds.
 FD0019
 FD0019.The orthometric height was determined by differential leveling
 FD0019.and adjusted by the National Geodetic Survey in June 1991..
 FD0019
 FD0019.The geoid height was determined by GEOID03.
 FD0019
 FD0019.The dynamic height is computed by dividing the NAVD 88
 FD0019.geopotential number by the normal gravity value computed on the
 FD0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0019.degrees latitude (g = 980.6199 gals.).
 FD0019
 FD0019.The modeled gravity was interpolated from observed gravity values.
 FD0019
 FD0019;                    North         East    Units  Estimated Accuracy
 FD0019;SPC TN       -   164,650.      582,550.      MT  (+/- 180 meters Scaled)
 FD0019
 FD0019                          SUPERSEDED SURVEY CONTROL
 FD0019
 FD0019.No superseded survey control is available for this station.
 FD0019
 FD0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE728639(NAD 83)
 FD0019_MARKER: B = BOLT
 FD0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0019_STAMPING: 2723
 FD0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0019+STABILITY: SURFACE MOTION
 FD0019
 FD0019  HISTORY     - Date     Condition        Report By
 FD0019  HISTORY     - UNK      MONUMENTED       TNGS
 FD0019  HISTORY     - 1935     GOOD             NGS
 FD0019  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0019
 FD0019                          STATION DESCRIPTION
 FD0019
 FD0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0019'1.2 MI W FROM READYVILLE.
 FD0019'IN RUTHERFORD COUNTY, 1.2 MILES WEST ALONG STATE HIGHWAY 1 FROM
 FD0019'READYVILLE, CANNON COUNTY, 1.2 MILES WEST OF EAST FORK STONE
 FD0019'RIVER, 274 FEET NORTHEAST OF THE INTERSECTION OF OSD PIKE, BETWEEN
 FD0019'POLES 267 AND 268, 24 FEET NORTHWEST OF THE CENTERLINE OF THE
 FD0019'HIGHWAY, AND 5 FEET SOUTHEAST OF A FENCE.  A BRASS BOLT, STAMPED
 FD0019'2723 AND SET IN THE TOP OF A CONCRETE POST.
 FD0019
 FD0019                          STATION RECOVERY (2002)
 FD0019
 FD0019'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0019'THERE HAS BEEN EXTENSIVE GRADEWORK IN THE IMMEDIATE VICINITY OF THE
 FD0019'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0020 ***********************************************************************
 FD0020  DESIGNATION -  2724=TBM 10
 FD0020  PID         -  FD0020
 FD0020  STATE/COUNTY-  TN/CANNON
 FD0020  USGS QUAD   -  READYVILLE (1974)
 FD0020
 FD0020                         *CURRENT SURVEY CONTROL
 FD0020  ___________________________________________________________________
 FD0020* NAD 83(1986)-  35 49 29.     (N)    086 11 06.     (W)     SCALED    
 FD0020* NAVD 88     -       195.521  (meters)     641.47   (feet)  ADJUSTED  
 FD0020  ___________________________________________________________________
 FD0020  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FD0020  DYNAMIC HT  -         195.347 (meters)     640.90  (feet)  COMP
 FD0020  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FD0020
 FD0020  VERT ORDER  -  SECOND    CLASS 0
 FD0020
 FD0020.The horizontal coordinates were scaled from a topographic map and have
 FD0020.an estimated accuracy of +/- 6 seconds.
 FD0020
 FD0020.The orthometric height was determined by differential leveling
 FD0020.and adjusted by the National Geodetic Survey in June 1991..
 FD0020
 FD0020.The geoid height was determined by GEOID03.
 FD0020
 FD0020.The dynamic height is computed by dividing the NAVD 88
 FD0020.geopotential number by the normal gravity value computed on the
 FD0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0020.degrees latitude (g = 980.6199 gals.).
 FD0020
 FD0020.The modeled gravity was interpolated from observed gravity values.
 FD0020
 FD0020;                    North         East    Units  Estimated Accuracy
 FD0020;SPC TN       -   165,480.      583,280.      MT  (+/- 180 meters Scaled)
 FD0020
 FD0020                          SUPERSEDED SURVEY CONTROL
 FD0020
 FD0020.No superseded survey control is available for this station.
 FD0020
 FD0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE736648(NAD 83)
 FD0020_MARKER: B = BOLT
 FD0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0020_STAMPING: 2724
 FD0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0020+STABILITY: SURFACE MOTION
 FD0020
 FD0020  HISTORY     - Date     Condition        Report By
 FD0020  HISTORY     - UNK      MONUMENTED       TNGS
 FD0020  HISTORY     - 1935     GOOD             NGS
 FD0020
 FD0020                          STATION DESCRIPTION
 FD0020
 FD0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0020'0.5 MI W FROM READYVILLE.
 FD0020'0.5 MILE WEST ALONG STATE HIGHWAY 1 FROM READYVILLE, CANNON
 FD0020'COUNTY, 0.5 MILE WEST OF THE EAST FORK STONE RIVER, 0.4 MILE
 FD0020'WEST OF THE CANNON-RUTHERFORD COUNTY LINE, 597 FEET EAST OF THE
 FD0020'INTERSECTION OF THE OLD READYVILLE ROAD, 90 FEET WEST OF POLE 282,
 FD0020'28.7 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 FD0020'NORTH OF THE C.B. MELTON FENCE LINE.  A BRASS BOLT, STAMPED 2724
 FD0020'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0021 ***********************************************************************
 FD0021  DESIGNATION -  2725
 FD0021  PID         -  FD0021
 FD0021  STATE/COUNTY-  TN/CANNON
 FD0021  USGS QUAD   -  READYVILLE (1974)
 FD0021
 FD0021                         *CURRENT SURVEY CONTROL
 FD0021  ___________________________________________________________________
 FD0021* NAD 83(1986)-  35 49 45.     (N)    086 10 44.     (W)     SCALED    
 FD0021* NAVD 88     -       187.773  (meters)     616.05   (feet)  ADJUSTED  
 FD0021  ___________________________________________________________________
 FD0021  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FD0021  DYNAMIC HT  -         187.605 (meters)     615.50  (feet)  COMP
 FD0021  MODELED GRAV-     979,736.6   (mgal)                       NAVD 88
 FD0021
 FD0021  VERT ORDER  -  SECOND    CLASS 0
 FD0021
 FD0021.The horizontal coordinates were scaled from a topographic map and have
 FD0021.an estimated accuracy of +/- 6 seconds.
 FD0021
 FD0021.The orthometric height was determined by differential leveling
 FD0021.and adjusted by the National Geodetic Survey in June 1991..
 FD0021
 FD0021.The geoid height was determined by GEOID03.
 FD0021
 FD0021.The dynamic height is computed by dividing the NAVD 88
 FD0021.geopotential number by the normal gravity value computed on the
 FD0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0021.degrees latitude (g = 980.6199 gals.).
 FD0021
 FD0021.The modeled gravity was interpolated from observed gravity values.
 FD0021
 FD0021;                    North         East    Units  Estimated Accuracy
 FD0021;SPC TN       -   165,980.      583,840.      MT  (+/- 180 meters Scaled)
 FD0021
 FD0021                          SUPERSEDED SURVEY CONTROL
 FD0021
 FD0021.No superseded survey control is available for this station.
 FD0021
 FD0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE741653(NAD 83)
 FD0021_MARKER: DD = SURVEY DISK
 FD0021_SETTING: 66 = SET IN ROCK OUTCROP
 FD0021_SP_SET: ROCK LEDGE
 FD0021_STAMPING: 2725
 FD0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0021+STABILITY: POSITION/ELEVATION WELL
 FD0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0021+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 FD0021
 FD0021  HISTORY     - Date     Condition        Report By
 FD0021  HISTORY     - UNK      MONUMENTED       USGS
 FD0021  HISTORY     - 1934     GOOD             NGS
 FD0021  HISTORY     - 20021217 GOOD             TNDT
 FD0021
 FD0021                          STATION DESCRIPTION
 FD0021
 FD0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0021'AT READYVILLE.
 FD0021'AT READYVILLE, CANNON COUNTY, ON STATE HIGHWAY 1, 17.2 FEET
 FD0021'SOUTHEAST OF THE RUTHERFORD-CANNON COUNTY-LINE MARKER, 30.4 FEET
 FD0021'SOUTHWEST OF THE SOUTHWEST ABUTMENT OF THE STONE RIVER BRIDGE,
 FD0021'32.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN A LARGE
 FD0021'ROCK LEDGE, AND 6 FEET LOWER THAN THE HIGHWAY.  A STATE SURVEY
 FD0021'STANDARD DISK, STAMPED 2725.
 FD0021
 FD0021                          STATION RECOVERY (2002)
 FD0021
 FD0021'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2353 ***********************************************************************
 GA2353  DESIGNATION -  273
 GA2353  PID         -  GA2353
 GA2353  STATE/COUNTY-  TN/CLAIBORNE
 GA2353  USGS QUAD   -  AUSMUS (1980)
 GA2353
 GA2353                         *CURRENT SURVEY CONTROL
 GA2353  ___________________________________________________________________
 GA2353* NAD 83(1986)-  36 29 02.     (N)    083 49 49.     (W)     SCALED    
 GA2353* NAVD 88     -       394.096  (meters)    1292.96   (feet)  ADJUSTED  
 GA2353  ___________________________________________________________________
 GA2353  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GA2353  DYNAMIC HT  -         393.752 (meters)    1291.83  (feet)  COMP
 GA2353  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 GA2353
 GA2353  VERT ORDER  -  SECOND    CLASS 0
 GA2353
 GA2353.The horizontal coordinates were scaled from a topographic map and have
 GA2353.an estimated accuracy of +/- 6 seconds.
 GA2353
 GA2353.The orthometric height was determined by differential leveling
 GA2353.and adjusted by the National Geodetic Survey in June 1991..
 GA2353
 GA2353.The geoid height was determined by GEOID03.
 GA2353
 GA2353.The dynamic height is computed by dividing the NAVD 88
 GA2353.geopotential number by the normal gravity value computed on the
 GA2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2353.degrees latitude (g = 980.6199 gals.).
 GA2353
 GA2353.The modeled gravity was interpolated from observed gravity values.
 GA2353
 GA2353;                    North         East    Units  Estimated Accuracy
 GA2353;SPC TN       -   240,760.      794,420.      MT  (+/- 180 meters Scaled)
 GA2353
 GA2353                          SUPERSEDED SURVEY CONTROL
 GA2353
 GA2353  NGVD 29 (??/??/92)  394.242  (m)         1293.44   (f) ADJ UNCH    2 0
 GA2353
 GA2353.Superseded values are not recommended for survey control.
 GA2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2353.See file dsdata.txt to determine how the superseded data were derived.
 GA2353
 GA2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA464413(NAD 83)
 GA2353_MARKER: DD = SURVEY DISK
 GA2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2353_STAMPING: 273
 GA2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2353+STABILITY: SURFACE MOTION
 GA2353
 GA2353  HISTORY     - Date     Condition        Report By
 GA2353  HISTORY     - UNK      MONUMENTED       TNGS
 GA2353  HISTORY     - 1949     GOOD             NGS
 GA2353
 GA2353                          STATION DESCRIPTION
 GA2353
 GA2353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2353'10.9 MI W FROM ARTHUR.
 GA2353'10.9 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2353'STATION AT ARTHUR, CLAIBORNE COUNTY, 3.8 MILES EAST OF THE
 GA2353'SPEEDWELL CHURCH, 2.6 MILES WEST OF THE POWELL VALLEY HIGH SCHOOL,
 GA2353'125 FEET NORTHWEST OF THE TOP OF A GRASSY HILL, AT A WIRE FENCE
 GA2353'RUNNING SOUTH FROM THE HIGHWAY AT A POINT ABOUT 55 YARDS WEST OF
 GA2353'A SHELL GASOLINE PUMP, 650 FEET SOUTH OF A STORE, 600 FEET
 GA2353'SOUTHWEST OF A HOUSE, 600 FEET SOUTH OF THE CENTERLINE OF THE
 GA2353'HIGHWAY, 400 FEET SOUTHWEST OF A BARN, AND ABOUT 40 FEET HIGHER
 GA2353'THAN THE ROADWAY.  A STATE SURVEY STANDARD DISK, STAMPED 273
 GA2353'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0023 ***********************************************************************
 FD0023  DESIGNATION -  2731=TBM 13
 FD0023  PID         -  FD0023
 FD0023  STATE/COUNTY-  TN/CANNON
 FD0023  USGS QUAD   -  WOODBURY (1979)
 FD0023
 FD0023                         *CURRENT SURVEY CONTROL
 FD0023  ___________________________________________________________________
 FD0023* NAD 83(1986)-  35 49 14.     (N)    086 07 16.     (W)     SCALED    
 FD0023* NAVD 88     -       210.356  (meters)     690.14   (feet)  ADJUSTED  
 FD0023  ___________________________________________________________________
 FD0023  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FD0023  DYNAMIC HT  -         210.167 (meters)     689.52  (feet)  COMP
 FD0023  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FD0023
 FD0023  VERT ORDER  -  SECOND    CLASS 0
 FD0023
 FD0023.The horizontal coordinates were scaled from a topographic map and have
 FD0023.an estimated accuracy of +/- 6 seconds.
 FD0023
 FD0023.The orthometric height was determined by differential leveling
 FD0023.and adjusted by the National Geodetic Survey in June 1991..
 FD0023
 FD0023.The geoid height was determined by GEOID03.
 FD0023
 FD0023.The dynamic height is computed by dividing the NAVD 88
 FD0023.geopotential number by the normal gravity value computed on the
 FD0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0023.degrees latitude (g = 980.6199 gals.).
 FD0023
 FD0023.The modeled gravity was interpolated from observed gravity values.
 FD0023
 FD0023;                    North         East    Units  Estimated Accuracy
 FD0023;SPC TN       -   165,010.      589,060.      MT  (+/- 180 meters Scaled)
 FD0023
 FD0023                          SUPERSEDED SURVEY CONTROL
 FD0023
 FD0023.No superseded survey control is available for this station.
 FD0023
 FD0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE793644(NAD 83)
 FD0023_MARKER: DD = SURVEY DISK
 FD0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0023_STAMPING: 2731
 FD0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0023+STABILITY: SURFACE MOTION
 FD0023
 FD0023  HISTORY     - Date     Condition        Report By
 FD0023  HISTORY     - UNK      MONUMENTED       TNGS
 FD0023  HISTORY     - 1935     GOOD             NGS
 FD0023  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0023
 FD0023                          STATION DESCRIPTION
 FD0023
 FD0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0023'2.9 MI W FROM WOODBURY.
 FD0023'2.9 MILES WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0023'WOODBURY, CANNON COUNTY, MIDWAY BETWEEN POWER-TRANSMISSION LINE
 FD0023'POLES 2894 AND 2895, 30 FEET SOUTH OF THE CENTERLINE OF THE
 FD0023'HIGHWAY, 5 FEET NORTH OF A FENCE, AND 4-1/2 FEET LOWER THAN THE
 FD0023'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 2731 AND SET IN
 FD0023'THE TOP OF A CONCRETE POST.
 FD0023
 FD0023                          STATION RECOVERY (2002)
 FD0023
 FD0023'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0024 ***********************************************************************
 FD0024  DESIGNATION -  2732=TBM 14
 FD0024  PID         -  FD0024
 FD0024  STATE/COUNTY-  TN/CANNON
 FD0024  USGS QUAD   -  WOODBURY (1979)
 FD0024
 FD0024                         *CURRENT SURVEY CONTROL
 FD0024  ___________________________________________________________________
 FD0024* NAD 83(1986)-  35 49 27.     (N)    086 06 28.     (W)     SCALED    
 FD0024* NAVD 88     -       222.163  (meters)     728.88   (feet)  ADJUSTED  
 FD0024  ___________________________________________________________________
 FD0024  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FD0024  DYNAMIC HT  -         221.963 (meters)     728.22  (feet)  COMP
 FD0024  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 FD0024
 FD0024  VERT ORDER  -  SECOND    CLASS 0
 FD0024
 FD0024.The horizontal coordinates were scaled from a topographic map and have
 FD0024.an estimated accuracy of +/- 6 seconds.
 FD0024
 FD0024.The orthometric height was determined by differential leveling
 FD0024.and adjusted by the National Geodetic Survey in June 1991..
 FD0024
 FD0024.The geoid height was determined by GEOID03.
 FD0024
 FD0024.The dynamic height is computed by dividing the NAVD 88
 FD0024.geopotential number by the normal gravity value computed on the
 FD0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0024.degrees latitude (g = 980.6199 gals.).
 FD0024
 FD0024.The modeled gravity was interpolated from observed gravity values.
 FD0024
 FD0024;                    North         East    Units  Estimated Accuracy
 FD0024;SPC TN       -   165,410.      590,260.      MT  (+/- 180 meters Scaled)
 FD0024
 FD0024                          SUPERSEDED SURVEY CONTROL
 FD0024
 FD0024.No superseded survey control is available for this station.
 FD0024
 FD0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE805648(NAD 83)
 FD0024_MARKER: DD = SURVEY DISK
 FD0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0024_STAMPING: 2732
 FD0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0024+STABILITY: SURFACE MOTION
 FD0024
 FD0024  HISTORY     - Date     Condition        Report By
 FD0024  HISTORY     - UNK      MONUMENTED       TNGS
 FD0024  HISTORY     - 1935     GOOD             NGS
 FD0024  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0024
 FD0024                          STATION DESCRIPTION
 FD0024
 FD0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0024'2.2 MI W FROM WOODBURY.
 FD0024'2.2 MILES WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0024'WOODBURY, CANNON COUNTY, AT THE SUMMIT OF A HILL, AT THE DRIVEWAY
 FD0024'TO THE ELROD PROPERTY IN 1935, ABOUT 50 FEET WEST OF THE SOUTHWEST
 FD0024'CORNER OF A BARN, BETWEEN POWER-TRANSMISSION LINE POLES 2871
 FD0024'AND 2872, 41 FEET SOUTH OF A BARN ON THE NORTH SIDE OF THE
 FD0024'HIGHWAY, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FD0024'10 FEET WEST OF POLE 681, AND 10 FEET NORTHWEST OF A HEDGE
 FD0024'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 2732 AND SET IN
 FD0024'THE TOP OF A CONCRETE POST.
 FD0024
 FD0024                          STATION RECOVERY (2002)
 FD0024
 FD0024'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0025 ***********************************************************************
 FD0025  DESIGNATION -  2734
 FD0025  PID         -  FD0025
 FD0025  STATE/COUNTY-  TN/CANNON
 FD0025  USGS QUAD   -  WOODBURY (1979)
 FD0025
 FD0025                         *CURRENT SURVEY CONTROL
 FD0025  ___________________________________________________________________
 FD0025* NAD 83(1986)-  35 49 31.     (N)    086 05 51.     (W)     SCALED    
 FD0025* NAVD 88     -       213.269  (meters)     699.70   (feet)  ADJUSTED  
 FD0025  ___________________________________________________________________
 FD0025  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FD0025  DYNAMIC HT  -         213.077 (meters)     699.07  (feet)  COMP
 FD0025  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 FD0025
 FD0025  VERT ORDER  -  SECOND    CLASS 0
 FD0025
 FD0025.The horizontal coordinates were scaled from a topographic map and have
 FD0025.an estimated accuracy of +/- 6 seconds.
 FD0025
 FD0025.The orthometric height was determined by differential leveling
 FD0025.and adjusted by the National Geodetic Survey in June 1991..
 FD0025
 FD0025.The geoid height was determined by GEOID03.
 FD0025
 FD0025.The dynamic height is computed by dividing the NAVD 88
 FD0025.geopotential number by the normal gravity value computed on the
 FD0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0025.degrees latitude (g = 980.6199 gals.).
 FD0025
 FD0025.The modeled gravity was interpolated from observed gravity values.
 FD0025
 FD0025;                    North         East    Units  Estimated Accuracy
 FD0025;SPC TN       -   165,530.      591,190.      MT  (+/- 180 meters Scaled)
 FD0025
 FD0025                          SUPERSEDED SURVEY CONTROL
 FD0025
 FD0025.No superseded survey control is available for this station.
 FD0025
 FD0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE815649(NAD 83)
 FD0025_MARKER: B = BOLT
 FD0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0025_STAMPING: 2734
 FD0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0025+STABILITY: SURFACE MOTION
 FD0025
 FD0025  HISTORY     - Date     Condition        Report By
 FD0025  HISTORY     - UNK      MONUMENTED       TNGS
 FD0025  HISTORY     - 1935     GOOD             NGS
 FD0025  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0025
 FD0025                          STATION DESCRIPTION
 FD0025
 FD0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0025'1.6 MI W FROM WOODBURY.
 FD0025'1.6 MILES WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0025'WOODBURY, CANNON COUNTY, 200 FEET SOUTHWEST OF THE RESIDENCE
 FD0025'OF R.D. MC BROOM IN 1935, BETWEEN POWER-TRANSMISSION LINE POLES
 FD0025'2855 AND 2854, 26.8 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FD0025'AND 4 FEET NORTH OF A FENCE LINE.  A BRASS BOLT, STAMPED 2734
 FD0025'AND SET IN THE TOP OF A CONCRETE POST.
 FD0025
 FD0025                          STATION RECOVERY (2002)
 FD0025
 FD0025'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1477 ***********************************************************************
 FC1477  DESIGNATION -  2754
 FC1477  PID         -  FC1477
 FC1477  STATE/COUNTY-  TN/CANNON
 FC1477  USGS QUAD   -  SHORT MOUNTAIN (1982)
 FC1477
 FC1477                         *CURRENT SURVEY CONTROL
 FC1477  ___________________________________________________________________
 FC1477* NAD 83(1986)-  35 45 46.     (N)    085 58 29.     (W)     SCALED    
 FC1477* NAVD 88     -       341.006  (meters)    1118.78   (feet)  ADJUSTED  
 FC1477  ___________________________________________________________________
 FC1477  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1477  DYNAMIC HT  -         340.687 (meters)    1117.74  (feet)  COMP
 FC1477  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 FC1477
 FC1477  VERT ORDER  -  SECOND    CLASS 0
 FC1477
 FC1477.The horizontal coordinates were scaled from a topographic map and have
 FC1477.an estimated accuracy of +/- 6 seconds.
 FC1477
 FC1477.The orthometric height was determined by differential leveling
 FC1477.and adjusted by the National Geodetic Survey in June 1991..
 FC1477
 FC1477.The geoid height was determined by GEOID03.
 FC1477
 FC1477.The dynamic height is computed by dividing the NAVD 88
 FC1477.geopotential number by the normal gravity value computed on the
 FC1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1477.degrees latitude (g = 980.6199 gals.).
 FC1477
 FC1477.The modeled gravity was interpolated from observed gravity values.
 FC1477
 FC1477;                    North         East    Units  Estimated Accuracy
 FC1477;SPC TN       -   158,600.      602,290.      MT  (+/- 180 meters Scaled)
 FC1477
 FC1477                          SUPERSEDED SURVEY CONTROL
 FC1477
 FC1477.No superseded survey control is available for this station.
 FC1477
 FC1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE926581(NAD 83)
 FC1477_MARKER: DD = SURVEY DISK
 FC1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1477_STAMPING: 2754
 FC1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1477+STABILITY: SURFACE MOTION
 FC1477
 FC1477  HISTORY     - Date     Condition        Report By
 FC1477  HISTORY     - UNK      MONUMENTED       TNGS
 FC1477  HISTORY     - 1958     GOOD             NGS
 FC1477  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1477
 FC1477                          STATION DESCRIPTION
 FC1477
 FC1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FC1477'4 MI W FROM CENTERTOWN.
 FC1477'IN CANNON COUNTY, 4.0 MILES WEST ALONG STATE HIGHWAY 1 FROM
 FC1477'AKERS GENERAL STORE AT CENTERTOWN, WARREN COUNTY, 200 FEET
 FC1477'NORTHWEST OF A SMALL CEMETERY, IN THE FRONT YARD OF THE H.K. PANN
 FC1477'RESIDENCE IN 1935, 39 FEET SOUTH OF A MAIL BOX, AND 27 FEET
 FC1477'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 FC1477'STANDARD DISK, STAMPED 2754 AND SET IN THE TOP OF A CONCRETE
 FC1477'POST.
 FC1477
 FC1477                          STATION RECOVERY (2002)
 FC1477
 FC1477'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1480 ***********************************************************************
 FC1480  DESIGNATION -  2758
 FC1480  PID         -  FC1480
 FC1480  STATE/COUNTY-  TN/WARREN
 FC1480  USGS QUAD   -  CENTERTOWN (1984)
 FC1480
 FC1480                         *CURRENT SURVEY CONTROL
 FC1480  ___________________________________________________________________
 FC1480* NAD 83(1986)-  35 43 40.     (N)    085 55 29.     (W)     SCALED    
 FC1480* NAVD 88     -       337.934  (meters)    1108.71   (feet)  ADJUSTED  
 FC1480  ___________________________________________________________________
 FC1480  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 FC1480  DYNAMIC HT  -         337.618 (meters)    1107.67  (feet)  COMP
 FC1480  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FC1480
 FC1480  VERT ORDER  -  SECOND    CLASS 0
 FC1480
 FC1480.The horizontal coordinates were scaled from a topographic map and have
 FC1480.an estimated accuracy of +/- 6 seconds.
 FC1480
 FC1480.The orthometric height was determined by differential leveling
 FC1480.and adjusted by the National Geodetic Survey in June 1991..
 FC1480
 FC1480.The geoid height was determined by GEOID03.
 FC1480
 FC1480.The dynamic height is computed by dividing the NAVD 88
 FC1480.geopotential number by the normal gravity value computed on the
 FC1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1480.degrees latitude (g = 980.6199 gals.).
 FC1480
 FC1480.The modeled gravity was interpolated from observed gravity values.
 FC1480
 FC1480;                    North         East    Units  Estimated Accuracy
 FC1480;SPC TN       -   154,720.      606,810.      MT  (+/- 180 meters Scaled)
 FC1480
 FC1480                          SUPERSEDED SURVEY CONTROL
 FC1480
 FC1480.No superseded survey control is available for this station.
 FC1480
 FC1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE972542(NAD 83)
 FC1480_MARKER: DB = BENCH MARK DISK
 FC1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1480_STAMPING: 2758
 FC1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1480+STABILITY: SURFACE MOTION
 FC1480
 FC1480  HISTORY     - Date     Condition        Report By
 FC1480  HISTORY     - UNK      MONUMENTED       CGS
 FC1480  HISTORY     - 1951     MARK NOT FOUND   USGS
 FC1480  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1480
 FC1480                          STATION DESCRIPTION
 FC1480
 FC1480'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FC1480'0.2 MI W FROM CENTERTOWN.
 FC1480'0.2 MILE WEST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL STORE AT
 FC1480'CENTERTOWN, WARREN COUNTY, 0.5 MILE EAST OF HOOVER INN, 75 FEET
 FC1480'WEST OF THE W.W. HOLDEN RESIDENCE IN 1935, 28.3 FEET NORTH OF THE
 FC1480'CENTERLINE OF THE HIGHWAY, AT A CLUMP OF OAK TREES, AND NEAR A
 FC1480'FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED 2758 AND SET
 FC1480'IN THE TOP OF A CONCRETE POST.
 FC1480
 FC1480                          STATION RECOVERY (2002)
 FC1480
 FC1480'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0748 ***********************************************************************
 GD0748  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0748  DESIGNATION -  279.505
 GD0748  PID         -  GD0748
 GD0748  STATE/COUNTY-  TN/LAKE
 GD0748  USGS QUAD   -  MISTON (1983)
 GD0748
 GD0748                         *CURRENT SURVEY CONTROL
 GD0748  ___________________________________________________________________
 GD0748* NAD 83(1995)-  36 13 54.66908(N)    089 29 50.44094(W)     ADJUSTED  
 GD0748* NAVD 88     -        85.20   (meters)     279.5    (feet)  GPS OBS   
 GD0748  ___________________________________________________________________
 GD0748  X           -      45,188.046 (meters)                     COMP
 GD0748  Y           -  -5,150,682.584 (meters)                     COMP
 GD0748  Z           -   3,749,007.876 (meters)                     COMP
 GD0748  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GD0748  ELLIP HEIGHT-          56.81  (meters)          (05/31/05) GPS OBS
 GD0748  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0748  DYNAMIC HT  -          85.13  (meters)     279.3   (feet)  COMP
 GD0748  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 GD0748
 GD0748  HORZ ORDER  -  FIRST
 GD0748  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD0748  ELLP ORDER  -  FOURTH    CLASS II
 GD0748
 GD0748.The horizontal coordinates were established by GPS observations
 GD0748.and adjusted by the National Geodetic Survey in May 2005..
 GD0748
 GD0748.The orthometric height was determined by GPS observations and a
 GD0748.high-resolution geoid model using precise GPS observation and
 GD0748.processing techniques. It supersedes the leveled height previously
 GD0748.determined for this station.
 GD0748.WARNING-Repeat measurements at this control monument indicate possible
 GD0748.vertical movement.
 GD0748.The vertical order pertains to the first NAVD 88 superseded value.
 GD0748
 GD0748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0748
 GD0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0748
 GD0748.The ellipsoidal height was determined by GPS observations
 GD0748.and is referenced to NAD 83.
 GD0748
 GD0748.The geoid height was determined by GEOID03.
 GD0748
 GD0748.The dynamic height is computed by dividing the NAVD 88
 GD0748.geopotential number by the normal gravity value computed on the
 GD0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0748.degrees latitude (g = 980.6199 gals.).
 GD0748
 GD0748.The modeled gravity was interpolated from observed gravity values.
 GD0748
 GD0748;                    North         East     Units Scale Factor Converg.
 GD0748;SPC TN       -   216,258.052   285,667.682   MT  0.99997244   -2 02 50.9
 GD0748;SPC TN       -   709,506.63    937,228.05   sFT  0.99997244   -2 02 50.9
 GD0748;UTM  16      - 4,012,556.892   275,559.337   MT  1.00022071   -1 28 36.1
 GD0748
 GD0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0748!SPC TN       -   0.99999108  x   0.99997244  =   0.99996352
 GD0748!UTM  16      -   0.99999108  x   1.00022071  =   1.00021179
 GD0748
 GD0748                          SUPERSEDED SURVEY CONTROL
 GD0748
 GD0748  NAVD 88 (06/15/91)   85.149  (m)          279.36   (f) ADJUSTED    1 1
 GD0748  NGVD 29 (??/??/??)   85.071  (m)          279.10   (f) ADJUSTED    1 1
 GD0748
 GD0748.Superseded values are not recommended for survey control.
 GD0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0748.See file dsdata.txt to determine how the superseded data were derived.
 GD0748
 GD0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7555912557(NAD 83)
 GD0748_MARKER: DD = SURVEY DISK
 GD0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0748_SP_SET: CONCRETE HEADWALL
 GD0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0748+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD0748
 GD0748  HISTORY     - Date     Condition        Report By
 GD0748  HISTORY     - UNK      MONUMENTED       DOD
 GD0748  HISTORY     - 1974     GOOD             NGS
 GD0748  HISTORY     - 1976     GOOD             NGS
 GD0748  HISTORY     - 20020801 GOOD             USACE
 GD0748  HISTORY     - 20030709 GOOD             EMCINC
 GD0748
 GD0748                          STATION DESCRIPTION
 GD0748
 GD0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0748'3.15 MI S FROM RIDGELY.
 GD0748'ABOUT 2 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD0748'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, THENCE 1.15 MILES WEST
 GD0748'ALONG STATE HIGHWAY 79, AT THE CROSSING OF STATE HIGHWAY 79 AND THE
 GD0748'ILLINOIS CENTRAL RAILROAD, SET IN THE NORTHWEST CORNER OF THE NORTH
 GD0748'CONCRETE HEADWALL ON THE EAST SIDE OF TRACKS, 30.2 FEET WEST OF THE
 GD0748'CENTER LINE OF A NORTH-SOUTH PAVED ROAD, 15.7 FEET NORTH OF THE CENTER
 GD0748'LINE OF STATE HIGHWAY 79, 13.1 FEET EAST OF THE EAST RAIL OF THE TRACK
 GD0748'AND 2 FEET BELOW LEVEL OF THE HIGHWAY.
 GD0748
 GD0748                          STATION RECOVERY (1976)
 GD0748
 GD0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0748'RECOVERED IN GOOD CONDITION.
 GD0748
 GD0748                          STATION RECOVERY (2002)
 GD0748
 GD0748'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0748'RECOVERED IN GOOD CONDITION.
 GD0748
 GD0748                          STATION RECOVERY (2003)
 GD0748
 GD0748'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0748'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2572 ***********************************************************************
 AJ2572  DESIGNATION -  28
 AJ2572  PID         -  AJ2572
 AJ2572  STATE/COUNTY-  TN/SHELBY
 AJ2572  USGS QUAD   -  MILLINGTON (1997)
 AJ2572
 AJ2572                         *CURRENT SURVEY CONTROL
 AJ2572  ___________________________________________________________________
 AJ2572* NAD 83(1995)-  35 21 13.18041(N)    089 56 54.24965(W)     ADJUSTED  
 AJ2572* NAVD 88     -        78.8    (meters)     259.     (feet)  GPS OBS   
 AJ2572  ___________________________________________________________________
 AJ2572  X           -       4,689.906 (meters)                     COMP
 AJ2572  Y           -  -5,207,862.507 (meters)                     COMP
 AJ2572  Z           -   3,669,967.710 (meters)                     COMP
 AJ2572  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AJ2572  ELLIP HEIGHT-          51.47  (meters)          (04/26/01) GPS OBS
 AJ2572  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ2572
 AJ2572  HORZ ORDER  -  FIRST
 AJ2572  ELLP ORDER  -  FOURTH    CLASS I
 AJ2572
 AJ2572.The horizontal coordinates were established by GPS observations
 AJ2572.and adjusted by the National Geodetic Survey in April 2001..
 AJ2572
 AJ2572.The orthometric height was determined by GPS observations and a
 AJ2572.high-resolution geoid model.
 AJ2572
 AJ2572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2572
 AJ2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2572
 AJ2572.The ellipsoidal height was determined by GPS observations
 AJ2572.and is referenced to NAD 83.
 AJ2572
 AJ2572.The geoid height was determined by GEOID03.
 AJ2572
 AJ2572;                    North         East     Units Scale Factor Converg.
 AJ2572;SPC TN       -   120,443.609   241,218.593   MT  0.99998332   -2 18 41.6
 AJ2572;SPC TN       -   395,155.41    791,398.00   sFT  0.99998332   -2 18 41.6
 AJ2572;UTM  16      - 3,916,254.740   232,076.722   MT  1.00048472   -1 42 25.3
 AJ2572;UTM  15      - 3,916,539.193   777,303.544   MT  1.00054777   +1 46 00.6
 AJ2572
 AJ2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2572!SPC TN       -   0.99999192  x   0.99998332  =   0.99997524
 AJ2572!UTM  16      -   0.99999192  x   1.00048472  =   1.00047664
 AJ2572!UTM  15      -   0.99999192  x   1.00054777  =   1.00053969
 AJ2572
 AJ2572                          SUPERSEDED SURVEY CONTROL
 AJ2572
 AJ2572.No superseded survey control is available for this station.
 AJ2572
 AJ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3207716255(NAD 83)
 AJ2572_MARKER: DD = SURVEY DISK
 AJ2572_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2572+WITH SETTING: INFORMATION.
 AJ2572_STAMPING: 028
 AJ2572_MARK LOGO: MLGW  
 AJ2572_PROJECTION: FLUSH
 AJ2572_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2572+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2572_ROD/PIPE-DEPTH:  0.8 meters
 AJ2572
 AJ2572  HISTORY     - Date     Condition        Report By
 AJ2572  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2572
 AJ2572                          STATION DESCRIPTION
 AJ2572
 AJ2572'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2572'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 0.80
 AJ2572'MILE (1.29 KM) WEST OF MILLINGTON TENNESSEE IN THE LOCKE-CUBA
 AJ2572'COMMUNITY.
 AJ2572'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2572'SHELBY ROAD IN MILLINGTON, PROCEED WEST ON SHELBY ROAD APPROXIMATELY
 AJ2572'0.20 MILE (0.32 KM) TO EPPERSON ROAD, CONTINUE WEST, PASSING EPPERSON
 AJ2572'ROAD ON SHELBY ROAD APPROXIMATELY 0.50 MILE (0.80 KM) TO BEAR CREEK
 AJ2572'DRAINAGE CANAL.  THE STATION IS ON THE RIGHT.
 AJ2572'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2572'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2572'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 0.25 MILE (0.40 KM) EAST
 AJ2572'OF SHAKE RAG ROAD, 220.00 FEET (67.06 M) EAST OF THE EAST END OF
 AJ2572'CONCRETE BRIDGE OVER BEAR CREEK DRAINAGE CANAL, BRIDGE NO.
 AJ2572'79-1462-1.55, 25.00 FEET (7.62 M) SOUTH OF THE CENTERLINE OF SHELBY
 AJ2572'ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1013 ***********************************************************************
 GD1013  DESIGNATION -  28 B BOLT
 GD1013  PID         -  GD1013
 GD1013  STATE/COUNTY-  TN/LAKE
 GD1013  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1013
 GD1013                         *CURRENT SURVEY CONTROL
 GD1013  ___________________________________________________________________
 GD1013* NAD 83(1986)-  36 12 46.     (N)    089 39 02.     (W)     SCALED    
 GD1013* NAVD 88     -        81.953  (meters)     268.87   (feet)  ADJUSTED  
 GD1013  ___________________________________________________________________
 GD1013  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1013  DYNAMIC HT  -          81.885 (meters)     268.65  (feet)  COMP
 GD1013  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GD1013
 GD1013  VERT ORDER  -  FIRST     CLASS II
 GD1013
 GD1013.The horizontal coordinates were scaled from a topographic map and have
 GD1013.an estimated accuracy of +/- 6 seconds.
 GD1013
 GD1013.The orthometric height was determined by differential leveling
 GD1013.and adjusted by the National Geodetic Survey in June 1991..
 GD1013
 GD1013.The geoid height was determined by GEOID03.
 GD1013
 GD1013.The dynamic height is computed by dividing the NAVD 88
 GD1013.geopotential number by the normal gravity value computed on the
 GD1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1013.degrees latitude (g = 980.6199 gals.).
 GD1013
 GD1013.The modeled gravity was interpolated from observed gravity values.
 GD1013
 GD1013;                    North         East    Units  Estimated Accuracy
 GD1013;SPC TN       -   214,650.      271,830.      MT  (+/- 180 meters Scaled)
 GD1013
 GD1013                          SUPERSEDED SURVEY CONTROL
 GD1013
 GD1013  NGVD 29 (??/??/??)   81.876  (m)          268.62   (f) ADJUSTED    1 2
 GD1013
 GD1013.Superseded values are not recommended for survey control.
 GD1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1013.See file dsdata.txt to determine how the superseded data were derived.
 GD1013
 GD1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF617108(NAD 83)
 GD1013_MARKER: B = BOLT
 GD1013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD1013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1013
 GD1013  HISTORY     - Date     Condition        Report By
 GD1013  HISTORY     - UNK      MONUMENTED       MRC
 GD1013  HISTORY     - 1957     GOOD             CGS
 GD1013
 GD1013                          STATION DESCRIPTION
 GD1013
 GD1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD1013'11 MI SW FROM RIDGELY.
 GD1013'1.5 MILES WEST ALONG A BLACK TOP ROAD FROM THE ILLINOIS CENTRAL
 GD1013'RAILROAD STATION AT RIDGELY, THENCE ABOUT 3.05 MILES SOUTH AND
 GD1013'SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 6.5 MILES WEST
 GD1013'ALONG STATE HIGHWAY 79, IN A CULTIVATED FIELD IN THE SOUTHEAST
 GD1013'QUARTER OF A NORTH-SOUTH DIRT ROAD CROSSING, 509 FEET SOUTH OF
 GD1013'CENTER LINE OF HIGHWAY, 351 FEET EAST OF CENTER-LINE OF
 GD1013'NORTH-SOUTH DIRT ROAD, 149 FEET NORTH OF A LONE 48-INCH PECAN
 GD1013'TREE WITH TRIANGULAR BLAZE, AND IS A BOLT DIRECTLY UNDER A
 GD1013'4-INCH PIPE.  NOTE-- THE PIPE WAS FOUND LEANING AT A 45 DEG
 GD1013'ANGLE AND PROJECTING ABOUT 2 FEET.  THE PIPE WAS RESET DIRECTLY
 GD1013'OVER THE BOLT AFTER LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2250 ***********************************************************************
 GA2250  DESIGNATION -  281
 GA2250  PID         -  GA2250
 GA2250  STATE/COUNTY-  TN/CLAIBORNE
 GA2250  USGS QUAD   -  TAZEWELL (1971)
 GA2250
 GA2250                         *CURRENT SURVEY CONTROL
 GA2250  ___________________________________________________________________
 GA2250* NAD 83(1986)-  36 23 18.     (N)    083 35 15.     (W)     SCALED    
 GA2250* NAVD 88     -       360.449  (meters)    1182.57   (feet)  ADJUSTED  
 GA2250  ___________________________________________________________________
 GA2250  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2250  DYNAMIC HT  -         360.126 (meters)    1181.51  (feet)  COMP
 GA2250  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GA2250
 GA2250  VERT ORDER  -  SECOND    CLASS 0
 GA2250
 GA2250.The horizontal coordinates were scaled from a topographic map and have
 GA2250.an estimated accuracy of +/- 6 seconds.
 GA2250
 GA2250.The orthometric height was determined by differential leveling
 GA2250.and adjusted by the National Geodetic Survey in June 1991..
 GA2250.WARNING-Repeat measurements at this control monument indicate possible
 GA2250.vertical movement.
 GA2250
 GA2250.The geoid height was determined by GEOID03.
 GA2250
 GA2250.The dynamic height is computed by dividing the NAVD 88
 GA2250.geopotential number by the normal gravity value computed on the
 GA2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2250.degrees latitude (g = 980.6199 gals.).
 GA2250
 GA2250.The modeled gravity was interpolated from observed gravity values.
 GA2250
 GA2250;                    North         East    Units  Estimated Accuracy
 GA2250;SPC TN       -   230,670.      816,430.      MT  (+/- 180 meters Scaled)
 GA2250
 GA2250                          SUPERSEDED SURVEY CONTROL
 GA2250
 GA2250  NGVD 29 (??/??/92)  360.531  (m)         1182.84   (f) ADJ UNCH    2 0
 GA2250
 GA2250.Superseded values are not recommended for survey control.
 GA2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2250.See file dsdata.txt to determine how the superseded data were derived.
 GA2250
 GA2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA679301(NAD 83)
 GA2250_MARKER: DD = SURVEY DISK
 GA2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2250_STAMPING: 281
 GA2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2250+STABILITY: SURFACE MOTION
 GA2250
 GA2250  HISTORY     - Date     Condition        Report By
 GA2250  HISTORY     - UNK      MONUMENTED       TNGS
 GA2250  HISTORY     - 1950     GOOD             NGS
 GA2250
 GA2250                          STATION DESCRIPTION
 GA2250
 GA2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2250'AT LONE MOUNTAIN.
 GA2250'AT LONE MOUNTAIN, CLAIBORNE COUNTY, 800 FEET SOUTHWEST ACROSS
 GA2250'COUNTRY FROM THE SOUTHERN RAILWAY STATION, 700 FEET SOUTH OF
 GA2250'THE PUBLIC SCHOOL, ON A HIGH HILL, AT AN ORCHARD, 325 FEET
 GA2250'SOUTHEAST OF 1-STORY FRAME HOUSE, AND 78 FEET NORTH, 45 FEET
 GA2250'EAST OF A FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED
 GA2250'281 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2251 ***********************************************************************
 GA2251  DESIGNATION -  282
 GA2251  PID         -  GA2251
 GA2251  STATE/COUNTY-  TN/CLAIBORNE
 GA2251  USGS QUAD   -  TAZEWELL (1971)
 GA2251
 GA2251                         *CURRENT SURVEY CONTROL
 GA2251  ___________________________________________________________________
 GA2251* NAD 83(1986)-  36 22 48.     (N)    083 37 07.     (W)     SCALED    
 GA2251* NAVD 88     -       379.126  (meters)    1243.85   (feet)  ADJUSTED  
 GA2251  ___________________________________________________________________
 GA2251  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2251  DYNAMIC HT  -         378.786 (meters)    1242.73  (feet)  COMP
 GA2251  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA2251
 GA2251  VERT ORDER  -  SECOND    CLASS 0
 GA2251
 GA2251.The horizontal coordinates were scaled from a topographic map and have
 GA2251.an estimated accuracy of +/- 6 seconds.
 GA2251
 GA2251.The orthometric height was determined by differential leveling
 GA2251.and adjusted by the National Geodetic Survey in June 1991..
 GA2251
 GA2251.The geoid height was determined by GEOID03.
 GA2251
 GA2251.The dynamic height is computed by dividing the NAVD 88
 GA2251.geopotential number by the normal gravity value computed on the
 GA2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2251.degrees latitude (g = 980.6199 gals.).
 GA2251
 GA2251.The modeled gravity was interpolated from observed gravity values.
 GA2251
 GA2251;                    North         East    Units  Estimated Accuracy
 GA2251;SPC TN       -   229,680.      813,660.      MT  (+/- 180 meters Scaled)
 GA2251
 GA2251                          SUPERSEDED SURVEY CONTROL
 GA2251
 GA2251  NGVD 29 (??/??/92)  379.209  (m)         1244.12   (f) ADJ UNCH    2 0
 GA2251
 GA2251.Superseded values are not recommended for survey control.
 GA2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2251.See file dsdata.txt to determine how the superseded data were derived.
 GA2251
 GA2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA651292(NAD 83)
 GA2251_MARKER: DD = SURVEY DISK
 GA2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2251_STAMPING: 282
 GA2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2251+STABILITY: SURFACE MOTION
 GA2251
 GA2251  HISTORY     - Date     Condition        Report By
 GA2251  HISTORY     - UNK      MONUMENTED       TNGS
 GA2251  HISTORY     - 1950     GOOD             NGS
 GA2251
 GA2251                          STATION DESCRIPTION
 GA2251
 GA2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2251'2.2 MI W FROM LONE MOUNTAIN.
 GA2251'2.2 MILES WEST ALONG LONE MOUNTAIN PIKE FROM THE SOUTHERN
 GA2251'RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY, 1200 FEET
 GA2251'SOUTHWEST OF ROSE CEMETERY, 1000 FEET SOUTHWEST OF THE ROSE
 GA2251'HOUSE, 800 FEET SOUTH OF A WHITE HOUSE, 700 FEET SOUTH OF LONE
 GA2251'MOUNTAIN PIKE, 400 FEET SOUTH OF A BARN, AT THE GRANT CAMPBELL-CARSON
 GA2251'ROSE FARM PROPERTY LINE, 4 YARDS EAST OF THE CENTERLINE OF A
 GA2251'FARM ROAD, AND ON TOP OF BANK ON EAST SIDE OF ROAD.  A STATE
 GA2251'SURVEY STANDARD DISK, STAMPED 282 AND SET IN THE TOP OF A
 GA2251'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2255 ***********************************************************************
 GA2255  DESIGNATION -  286
 GA2255  PID         -  GA2255
 GA2255  STATE/COUNTY-  TN/CLAIBORNE
 GA2255  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2255
 GA2255                         *CURRENT SURVEY CONTROL
 GA2255  ___________________________________________________________________
 GA2255* NAD 83(1986)-  36 21 14.     (N)    083 40 17.     (W)     SCALED    
 GA2255* NAVD 88     -       340.921  (meters)    1118.51   (feet)  ADJUSTED  
 GA2255  ___________________________________________________________________
 GA2255  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2255  DYNAMIC HT  -         340.615 (meters)    1117.50  (feet)  COMP
 GA2255  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 GA2255
 GA2255  VERT ORDER  -  SECOND    CLASS 0
 GA2255
 GA2255.The horizontal coordinates were scaled from a topographic map and have
 GA2255.an estimated accuracy of +/- 6 seconds.
 GA2255
 GA2255.The orthometric height was determined by differential leveling
 GA2255.and adjusted by the National Geodetic Survey in June 1991..
 GA2255
 GA2255.The geoid height was determined by GEOID03.
 GA2255
 GA2255.The dynamic height is computed by dividing the NAVD 88
 GA2255.geopotential number by the normal gravity value computed on the
 GA2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2255.degrees latitude (g = 980.6199 gals.).
 GA2255
 GA2255.The modeled gravity was interpolated from observed gravity values.
 GA2255
 GA2255;                    North         East    Units  Estimated Accuracy
 GA2255;SPC TN       -   226,670.      808,990.      MT  (+/- 180 meters Scaled)
 GA2255
 GA2255                          SUPERSEDED SURVEY CONTROL
 GA2255
 GA2255  NGVD 29 (??/??/92)  341.004  (m)         1118.78   (f) ADJ UNCH    2 0
 GA2255
 GA2255.Superseded values are not recommended for survey control.
 GA2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2255.See file dsdata.txt to determine how the superseded data were derived.
 GA2255
 GA2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA602265(NAD 83)
 GA2255_MARKER: DD = SURVEY DISK
 GA2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2255_STAMPING: 286
 GA2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2255+STABILITY: SURFACE MOTION
 GA2255
 GA2255  HISTORY     - Date     Condition        Report By
 GA2255  HISTORY     - UNK      MONUMENTED       TNGS
 GA2255  HISTORY     - 1950     GOOD             NGS
 GA2255
 GA2255                          STATION DESCRIPTION
 GA2255
 GA2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2255'6.5 MI W FROM LONE MOUNTAIN.
 GA2255'6.5 MILES WEST ALONG LONE MOUNTAIN PIKE FROM THE SOUTHERN
 GA2255'RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY, ON RIGHT
 GA2255'BANK OF BEAR CREEK EMBAYMENT OF NORRIS RESERVOIR NEAR MOUTH
 GA2255'OF BEAR CREEK, IN A LOCUST GROVE, 32 FEET SOUTH, 25 FEET WEST
 GA2255'OF TIMBER LINE, 66.1 FEET SOUTH, 65 FEET EAST OF SOUTHEAST
 GA2255'CORNER OF A BARN.  A STATE SURVEY STANDARD DISK, STAMPED 286
 GA2255'AND SET IN THE TOP OF A CONCRETE POST.  STEEL POST WITH
 GA2255'CONTROL-MARKER SIGN SET 1.1 FEET NORTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2573 ***********************************************************************
 AJ2573  DESIGNATION -  29
 AJ2573  PID         -  AJ2573
 AJ2573  STATE/COUNTY-  TN/SHELBY
 AJ2573  USGS QUAD   -  MILLINGTON (1997)
 AJ2573
 AJ2573                         *CURRENT SURVEY CONTROL
 AJ2573  ___________________________________________________________________
 AJ2573* NAD 83(1995)-  35 20 27.07101(N)    089 58 33.74719(W)     ADJUSTED  
 AJ2573* NAVD 88     -        84.5    (meters)     277.     (feet)  GPS OBS   
 AJ2573  ___________________________________________________________________
 AJ2573  X           -       2,178.095 (meters)                     COMP
 AJ2573  Y           -  -5,208,690.944 (meters)                     COMP
 AJ2573  Z           -   3,668,811.933 (meters)                     COMP
 AJ2573  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AJ2573  ELLIP HEIGHT-          57.19  (meters)          (04/26/01) GPS OBS
 AJ2573  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2573
 AJ2573  HORZ ORDER  -  FIRST
 AJ2573  ELLP ORDER  -  FOURTH    CLASS I
 AJ2573
 AJ2573.The horizontal coordinates were established by GPS observations
 AJ2573.and adjusted by the National Geodetic Survey in April 2001..
 AJ2573
 AJ2573.The orthometric height was determined by GPS observations and a
 AJ2573.high-resolution geoid model.
 AJ2573
 AJ2573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2573
 AJ2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2573
 AJ2573.The ellipsoidal height was determined by GPS observations
 AJ2573.and is referenced to NAD 83.
 AJ2573
 AJ2573.The geoid height was determined by GEOID03.
 AJ2573
 AJ2573;                    North         East     Units Scale Factor Converg.
 AJ2573;SPC TN       -   119,125.453   238,650.841   MT  0.99998521   -2 19 39.8
 AJ2573;SPC TN       -   390,830.76    782,973.63   sFT  0.99998521   -2 19 39.8
 AJ2573;UTM  16      - 3,914,908.865   229,521.729   MT  1.00050168   -1 43 21.0
 AJ2573;UTM  15      - 3,915,040.929   774,834.669   MT  1.00053097   +1 45 01.0
 AJ2573
 AJ2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2573!SPC TN       -   0.99999102  x   0.99998521  =   0.99997623
 AJ2573!UTM  16      -   0.99999102  x   1.00050168  =   1.00049270
 AJ2573!UTM  15      -   0.99999102  x   1.00053097  =   1.00052199
 AJ2573
 AJ2573                          SUPERSEDED SURVEY CONTROL
 AJ2573
 AJ2573.No superseded survey control is available for this station.
 AJ2573
 AJ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2952214909(NAD 83)
 AJ2573_MARKER: DD = SURVEY DISK
 AJ2573_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2573+WITH SETTING: INFORMATION.
 AJ2573_STAMPING: 029
 AJ2573_MARK LOGO: MLGW  
 AJ2573_PROJECTION: FLUSH
 AJ2573_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2573+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2573_ROD/PIPE-DEPTH:  0.8 meters
 AJ2573
 AJ2573  HISTORY     - Date     Condition        Report By
 AJ2573  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2573
 AJ2573                          STATION DESCRIPTION
 AJ2573
 AJ2573'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2573'THE STATION IS LOCATED IN NORTWEST SHELBY COUNTY APPROXIMATELY 1.75
 AJ2573'MILES (2.82 KM) WEST OF MILLINGTON TENNESSEE IN THE LOCKE-CUBA
 AJ2573'COMMUNITY.
 AJ2573'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY-51) AND
 AJ2573'SHELBY ROAD IN MILLINGTON, PROCEED WEST ON SHELBY ROAD APPROXIMATELY
 AJ2573'2.70 MILES (4.35 KM) TO T-INTERSECTION, SHAKE RAG ROAD.  TURN LEFT AND
 AJ2573'GO SOUTH ON SHAKE RAG ROAD APPROXIMATELY 1.40 MILE (2.25 KM) TO A 90
 AJ2573'DEGREE TURN IN ROAD TO WEST.  SHAKE RAG ROAD BECOMES RUSSELL BOND
 AJ2573'ROAD, CONTINUE WEST ON RUSSELL BOND ROAD APPROXIMATELY 1.20 MILE (1.93
 AJ2573'KM) TO WARD ROAD.  THE STATION IS ON THE RIGHT.
 AJ2573'THE STATION IS A STAINLESSS STEEL CAP WITH PUNCHMARK SET ON A 2 INCH
 AJ2573'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2573'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 392.9 FEET (119.8 M)
 AJ2573'EAST OF THE CENTERLINE OF WARD ROAD, 96.80 FEET (29.50 M) EAST OF A
 AJ2573'WOOD POWER POLE NO.  78235, 59.00 FEET (17.98 M) NORTHWEST OF A FIRE
 AJ2573'HYDRANT, 55.00 FEET (16.76 M) WEST OF THE CENTERLINE OF A GRAVEL
 AJ2573'DRIVEWAY TO TREE FARM (SANTAS FOREST) , 14.00 FEET (4.27 M) NORTH OF
 AJ2573'THE CENTERLINE OF RUSSELL BOND ROAD.  THE CAP AND CONCRETE ARE SET
 AJ2573'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0766 ***********************************************************************
 GD0766  DESIGNATION -  290.380
 GD0766  PID         -  GD0766
 GD0766  STATE/COUNTY-  TN/LAKE
 GD0766  USGS QUAD   -  TIPTONVILLE (1981)
 GD0766
 GD0766                         *CURRENT SURVEY CONTROL
 GD0766  ___________________________________________________________________
 GD0766* NAD 83(1986)-  36 22 40.     (N)    089 26 24.     (W)     SCALED    
 GD0766* NAVD 88     -        88.247  (meters)     289.52   (feet)  ADJUSTED  
 GD0766  ___________________________________________________________________
 GD0766  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0766  DYNAMIC HT  -          88.176 (meters)     289.29  (feet)  COMP
 GD0766  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GD0766
 GD0766  VERT ORDER  -  SECOND    CLASS 0
 GD0766
 GD0766.The horizontal coordinates were scaled from a topographic map and have
 GD0766.an estimated accuracy of +/- 6 seconds.
 GD0766
 GD0766.The orthometric height was determined by differential leveling
 GD0766.and adjusted by the National Geodetic Survey in June 1991..
 GD0766
 GD0766.The geoid height was determined by GEOID03.
 GD0766
 GD0766.The dynamic height is computed by dividing the NAVD 88
 GD0766.geopotential number by the normal gravity value computed on the
 GD0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0766.degrees latitude (g = 980.6199 gals.).
 GD0766
 GD0766.The modeled gravity was interpolated from observed gravity values.
 GD0766
 GD0766;                    North         East    Units  Estimated Accuracy
 GD0766;SPC TN       -   232,260.      291,390.      MT  (+/- 180 meters Scaled)
 GD0766
 GD0766                          SUPERSEDED SURVEY CONTROL
 GD0766
 GD0766  NGVD 29 (??/??/??)   88.181  (m)          289.31   (f) ADJUSTED    2 0
 GD0766
 GD0766.Superseded values are not recommended for survey control.
 GD0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0766.See file dsdata.txt to determine how the superseded data were derived.
 GD0766
 GD0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF811286(NAD 83)
 GD0766_MARKER: Q = CHISELED SQUARE
 GD0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0766_SP_SET: CULVERT
 GD0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0766
 GD0766  HISTORY     - Date     Condition        Report By
 GD0766  HISTORY     - UNK      MONUMENTED       DOD
 GD0766  HISTORY     - 1935     GOOD             CGS
 GD0766  HISTORY     - 20020801 POOR             USACE
 GD0766
 GD0766                          STATION DESCRIPTION
 GD0766
 GD0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0766'1.6 MI E FROM TIPTONVILLE.
 GD0766'1.6 MILES EAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 GD0766'AT TIPTONVILLE, LAKE COUNTY, AT THE FIRST CURVE EAST OF TOWN,
 GD0766'AT REELFOOT LAKE, AT A 4- BY 5- FOOT CONCRETE-BOX CULVERT, AND
 GD0766'ON THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH HEADWALL.  A
 GD0766'CHISELED SQUARE.
 GD0766
 GD0766                          STATION RECOVERY (2002)
 GD0766
 GD0766'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0766'MARK DESTROYED. CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2144 ***********************************************************************
 GC2144  DESIGNATION -  2929
 GC2144  PID         -  GC2144
 GC2144  STATE/COUNTY-  TN/SMITH
 GC2144  USGS QUAD   -  DIXON SPRINGS (1994)
 GC2144
 GC2144                         *CURRENT SURVEY CONTROL
 GC2144  ___________________________________________________________________
 GC2144* NAD 83(1995)-  36 15 52.43931(N)    086 03 42.02419(W)     ADJUSTED  
 GC2144* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 GC2144  ___________________________________________________________________
 GC2144  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 GC2144  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC2144
 GC2144  HORZ ORDER  -  SECOND
 GC2144
 GC2144.The horizontal coordinates were established by classical geodetic methods
 GC2144.and adjusted by the National Geodetic Survey in April 1999..
 GC2144
 GC2144.The orthometric height was scaled from a topographic map.
 GC2144
 GC2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2144
 GC2144.The geoid height was determined by GEOID03.
 GC2144
 GC2144;                    North         East     Units Scale Factor Converg.
 GC2144;SPC TN       -   214,272.778   594,458.063   MT  0.99997656   -0 02 10.0
 GC2144;SPC TN       -   702,993.27  1,950,317.83   sFT  0.99997656   -0 02 10.0
 GC2144;UTM  16      - 4,013,701.664   584,286.915   MT  0.99968753   +0 33 18.2
 GC2144
 GC2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2144!SPC TN       -   0.99997591  x   0.99997656  =   0.99995247
 GC2144!UTM  16      -   0.99997591  x   0.99968753  =   0.99966345
 GC2144
 GC2144                          SUPERSEDED SURVEY CONTROL
 GC2144
 GC2144  NAD 83(1995)-  36 15 52.44112(N)    086 03 42.02588(W) AD(       ) 2
 GC2144  NAD 83(1995)-  36 15 52.44614(N)    086 03 42.02956(W) AD(       ) 2
 GC2144  NAD 83(1986)-  36 15 52.44948(N)    086 03 42.02582(W) AD(       ) 2
 GC2144  NAD 27      -  36 15 52.25500(N)    086 03 42.08700(W) AD(       ) 2
 GC2144
 GC2144.Superseded values are not recommended for survey control.
 GC2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2144.See file dsdata.txt to determine how the superseded data were derived.
 GC2144
 GC2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8428713702(NAD 83)
 GC2144_MARKER: DD = SURVEY DISK
 GC2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2144_STAMPING: 2929
 GC2144_MARK LOGO: TNGS  
 GC2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2144+STABILITY: SURFACE MOTION
 GC2144
 GC2144  HISTORY     - Date     Condition        Report By
 GC2144  HISTORY     - 1950     MONUMENTED       TNGS
 GC2144
 GC2144                          STATION DESCRIPTION
 GC2144
 GC2144'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1950 (LWS)
 GC2144'THE STATION IS LOCATED ABOUT 6 MILES WEST OF CARTHAGE AND 1 MILE EAST
 GC2144'OF ROME ON A HIGH BANK ABOUT 75 FEET SOUTH OF THE CENTER OF U.S.
 GC2144'HIGHWAY 70N.  IT IS 3 FEET NORTH OF A FENCE ON THE NORTH SIDE OF A
 GC2144'CEMETERY.  THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH PROJECTS
 GC2144'ABOUT 4 INCHES AND THE DISK IS A STANDARD USC AND GS AND SS DISK
 GC2144'STAMPED 2929.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 GC2144'STATION ROME AND THE DISTANCE FOUND TO BE 12.24 FEET (3.731 METERS).
 GC2144'
 GC2144'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 GC2144'HIGHWAY 70N AT THE SOUTH END OF THE CORDELL HULL BRIDGE AT
 GC2144'CARTHAGE, GO WEST ON HIGHWAY 70N FOR 6.95 MILES TO A DIRT LANE LEFT,
 GC2144'TURN LEFT THROUGH GATE, THEN RIGHT THROUGH BARN LOT AND GO
 GC2144'WEST FOR ABOUT 100 YARDS TO CEMETERY AT TOP OF HILL AND STATION AT
 GC2144'NORTH SIDE OF CEMETERY AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1823 ***********************************************************************
 GB1823  DESIGNATION -  2936
 GB1823  PID         -  GB1823
 GB1823  STATE/COUNTY-  TN/SMITH
 GB1823  USGS QUAD   -  GORDONSVILLE (1986)
 GB1823
 GB1823                         *CURRENT SURVEY CONTROL
 GB1823  ___________________________________________________________________
 GB1823* NAD 83(1986)-  36 14 49.     (N)    085 57 23.     (W)     SCALED    
 GB1823* NAVD 88     -       154.717  (meters)     507.60   (feet)  POSTED    
 GB1823  ___________________________________________________________________
 GB1823  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GB1823  DYNAMIC HT  -         154.590 (meters)     507.18  (feet)  COMP
 GB1823  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GB1823
 GB1823  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1823
 GB1823.The horizontal coordinates were scaled from a topographic map and have
 GB1823.an estimated accuracy of +/- 6 seconds.
 GB1823
 GB1823.The orthometric height was determined by differential leveling
 GB1823.and adjusted by the National Geodetic Survey in 1992..
 GB1823.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1823.rate of 0.0 thru 1.0 mm/km.
 GB1823
 GB1823.The geoid height was determined by GEOID03.
 GB1823
 GB1823.The dynamic height is computed by dividing the NAVD 88
 GB1823.geopotential number by the normal gravity value computed on the
 GB1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1823.degrees latitude (g = 980.6199 gals.).
 GB1823
 GB1823.The modeled gravity was interpolated from observed gravity values.
 GB1823
 GB1823;                    North         East    Units  Estimated Accuracy
 GB1823;SPC TN       -   212,320.      603,920.      MT  (+/- 180 meters Scaled)
 GB1823
 GB1823                          SUPERSEDED SURVEY CONTROL
 GB1823
 GB1823  NGVD 29 (??/??/92)  154.795  (m)          507.86   (f) ADJ UNCH    2 0
 GB1823
 GB1823.Superseded values are not recommended for survey control.
 GB1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1823.See file dsdata.txt to determine how the superseded data were derived.
 GB1823
 GB1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF937118(NAD 83)
 GB1823_MARKER: DD = SURVEY DISK
 GB1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1823_STAMPING: 2936
 GB1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1823+STABILITY: SURFACE MOTION
 GB1823
 GB1823  HISTORY     - Date     Condition        Report By
 GB1823  HISTORY     - UNK      MONUMENTED       TNGS
 GB1823  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB1823
 GB1823                          STATION DESCRIPTION
 GB1823
 GB1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1823'AT CARTHAGE.
 GB1823'AT CARTHAGE, SMITH COUNTY, ON STATE HIGHWAY 24, 47 FEET SOUTH OF
 GB1823'THE CENTERLINE OF STATE HIGHWAY 25 AND THE BRIDGE OVER CUMBERLAND
 GB1823'RIVER, 19 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 24, AND
 GB1823'LEVEL WITH THE HIGHWAY.  A STATES SURVEY STANDARD DISK, STAMPED
 GB1823'2936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0493 ***********************************************************************
 FF0493  DESIGNATION -  2/B
 FF0493  PID         -  FF0493
 FF0493  STATE/COUNTY-  TN/SHELBY
 FF0493  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0493
 FF0493                         *CURRENT SURVEY CONTROL
 FF0493  ___________________________________________________________________
 FF0493* NAD 83(1986)-  35 07 32.     (N)    090 04 20.     (W)     SCALED    
 FF0493* NAVD 88     -        90.534  (meters)     297.03   (feet)  ADJUSTED  
 FF0493  ___________________________________________________________________
 FF0493  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0493  DYNAMIC HT  -          90.452 (meters)     296.76  (feet)  COMP
 FF0493  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 FF0493
 FF0493  VERT ORDER  -  FIRST     CLASS I
 FF0493
 FF0493.The horizontal coordinates were scaled from a topographic map and have
 FF0493.an estimated accuracy of +/- 6 seconds.
 FF0493
 FF0493.The orthometric height was determined by differential leveling
 FF0493.and adjusted by the National Geodetic Survey in June 1991..
 FF0493
 FF0493.The geoid height was determined by GEOID03.
 FF0493
 FF0493.The dynamic height is computed by dividing the NAVD 88
 FF0493.geopotential number by the normal gravity value computed on the
 FF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0493.degrees latitude (g = 980.6199 gals.).
 FF0493
 FF0493.The modeled gravity was interpolated from observed gravity values.
 FF0493
 FF0493;                    North         East    Units  Estimated Accuracy
 FF0493;SPC TN       -    95,620.      228,920.      MT  (+/- 180 meters Scaled)
 FF0493
 FF0493                          SUPERSEDED SURVEY CONTROL
 FF0493
 FF0493  NGVD 29 (??/??/??)   90.516  (m)          296.97   (f) ADJUSTED    1 1
 FF0493
 FF0493.Superseded values are not recommended for survey control.
 FF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0493.See file dsdata.txt to determine how the superseded data were derived.
 FF0493
 FF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU667908(NAD 83)
 FF0493_MARKER: Q = CHISELED SQUARE
 FF0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0493_SP_SET: BRIDGE ABUTMENT
 FF0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0493
 FF0493  HISTORY     - Date     Condition        Report By
 FF0493  HISTORY     - UNK      MONUMENTED       MRC
 FF0493  HISTORY     - 1974     GOOD             NGS
 FF0493  HISTORY     - 1976     GOOD             NGS
 FF0493  HISTORY     - 19950611 MARK NOT FOUND   TN1620
 FF0493
 FF0493                          STATION DESCRIPTION
 FF0493
 FF0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0493'AT MEMPHIS.
 FF0493'AT MEMPHIS, 0.3 MILE WEST ALONG ST. LOUIS-SAN
 FF0493'FRANCISCO-MISSOURI-PACIFIC RAILROAD FROM ITS OVERPASS OVER RIVERSIDE
 FF0493'DRIVE, 153 FEET SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST
 FF0493'STEEL GUARD RAILING OF RAILROAD BRIDGE OVER MISSISSIPPI RIVER
 FF0493'(MOST SOUTHWESTERLY ONE OF TWO RAILROAD BRIDGES), 82 FEET
 FF0493'EAST-SOUTHEAST OF AND ACROSS TRACK FROM THE EAST CORNER OF A SMALL
 FF0493'CONCRETE CONTROL BUILDING, 55.5 FEET NORTHWEST OF A TELEPHONE
 FF0493'POLE, 10.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 FF0493'TRACK, A 3/4 INCH RAISED OUTLINED SQUARE WITHIN A 2-INCH CHISELED
 FF0493'SQUARE SURROUNDED BY LETTERS USBM, CUT IN TOP OF AN ABANDONED
 FF0493'CONCRETE ABUTMENT OF AN ABANDONED OVERPASS, 1.1 FEET SOUTH OF
 FF0493'THE NORTH CORNER OF ABUTMENT AND 1 FOOT BELOW LEVEL OF THE
 FF0493'RAILS.  NOTE-- NOT LEVELED TO IN 1974.
 FF0493
 FF0493                          STATION RECOVERY (1976)
 FF0493
 FF0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0493'RECOVERED IN GOOD CONDITION.
 FF0493
 FF0493                          STATION RECOVERY (1995)
 FF0493
 FF0493'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9820 ***********************************************************************
 AI9820  PACS        -  This is a Primary Airport Control Station.
 AI9820  DESIGNATION -  2M8 A
 AI9820  PID         -  AI9820
 AI9820  STATE/COUNTY-  TN/SHELBY
 AI9820  USGS QUAD   -  MILLINGTON (1997)
 AI9820
 AI9820                         *CURRENT SURVEY CONTROL
 AI9820  ___________________________________________________________________
 AI9820* NAD 83(1995)-  35 17 00.82316(N)    089 55 52.82965(W)     ADJUSTED  
 AI9820* NAVD 88     -        74.47   (meters)     244.3    (feet)  GPS OBS   
 AI9820  ___________________________________________________________________
 AI9820  X           -       6,246.048 (meters)                     COMP
 AI9820  Y           -  -5,212,353.629 (meters)                     COMP
 AI9820  Z           -   3,663,619.333 (meters)                     COMP
 AI9820  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AI9820  ELLIP HEIGHT-          47.19  (meters)          (02/20/01) GPS OBS
 AI9820  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AI9820
 AI9820  HORZ ORDER  -  B
 AI9820  ELLP ORDER  -  SECOND    CLASS I
 AI9820
 AI9820.This mark is at Charles W Baker Airport (2M8)
 AI9820
 AI9820.The horizontal coordinates were established by GPS observations
 AI9820.and adjusted by the National Geodetic Survey in February 2001..
 AI9820
 AI9820.The orthometric height was determined by GPS observations and a
 AI9820.high-resolution geoid model.
 AI9820
 AI9820.GPS derived orthometric heights for airport stations designated as
 AI9820.PACS or SACS are published to 2 decimal places.  This maintains
 AI9820.centimeter relative accuracy between the PACS and SACS.  It does
 AI9820.not indicate centimeter accuracy relative to other marks which are
 AI9820.part of the NAVD 88 network.
 AI9820
 AI9820.Photographs are available for this station.
 AI9820
 AI9820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9820
 AI9820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9820
 AI9820.The ellipsoidal height was determined by GPS observations
 AI9820.and is referenced to NAD 83.
 AI9820
 AI9820.The geoid height was determined by GEOID03.
 AI9820
 AI9820;                    North         East     Units Scale Factor Converg.
 AI9820;SPC TN       -   112,610.302   242,455.733   MT  0.99999425   -2 18 05.6
 AI9820;SPC TN       -   369,455.63    795,456.85   sFT  0.99999425   -2 18 05.6
 AI9820;UTM  16      - 3,908,431.109   233,397.283   MT  1.00047603   -1 41 39.2
 AI9820;UTM  15      - 3,908,809.292   779,095.467   MT  1.00056007   +1 46 25.2
 AI9820
 AI9820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9820!SPC TN       -   0.99999259  x   0.99999425  =   0.99998684
 AI9820!UTM  16      -   0.99999259  x   1.00047603  =   1.00046862
 AI9820!UTM  15      -   0.99999259  x   1.00056007  =   1.00055266
 AI9820
 AI9820:                Primary Azimuth Mark                     Grid Az
 AI9820:SPC TN       -  FAA 2M8 A                                187 18 39.1
 AI9820:UTM  16      -  FAA 2M8 A                                186 42 12.7
 AI9820:UTM  15      -  FAA 2M8 A                                183 14 08.3
 AI9820
 AI9820|---------------------------------------------------------------------|
 AI9820| PID    Reference Object                     Distance      Geod. Az  |
 AI9820|                                                           dddmmss.s |
 AI9820| FE2794 FAA 2M8 A                           468.290 METERS 1850033.5 |
 AI9820|---------------------------------------------------------------------|
 AI9820
 AI9820                          SUPERSEDED SURVEY CONTROL
 AI9820
 AI9820.No superseded survey control is available for this station.
 AI9820
 AI9820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3339708431(NAD 83)
 AI9820_MARKER: I = METAL ROD
 AI9820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9820_STAMPING: 2M8 A
 AI9820_MARK LOGO: NGS   
 AI9820_PROJECTION: FLUSH
 AI9820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9820+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9820_ROD/PIPE-DEPTH: 62   meters
 AI9820_SLEEVE-DEPTH  : 1 meters
 AI9820
 AI9820  HISTORY     - Date     Condition        Report By
 AI9820  HISTORY     - 1999     MONUMENTED       LOWE
 AI9820
 AI9820                          STATION DESCRIPTION
 AI9820
 AI9820'DESCRIBED BY LOWE ENGINEERS 1999 (JDJ)
 AI9820'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST FROM NORTH
 AI9820'MEMPHIS AND ABOUT 13.7 KM (8.50 MI) SOUTHEAST FROM MILLINGTON AT
 AI9820'THE CHARLES W. BAKER AIRPORT. CHARLES W. BAKER AIRPORT IS AN
 AI9820'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9820'AIRPORT MANAGER, KEITH WILSON, TELEPHONE NUMBER 901-973-3838,
 AI9820'BEFORE ENTERING THE FIELD.
 AI9820'
 AI9820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND
 AI9820'388, ON THE NORTH SIDE OF MEMPHIS, GO NORTH ON STATE HIGHWAY 51
 AI9820'5.0 KM (3.10 MI) TO THE JUNCTION OF FITE ROAD ON THE RIGHT. TURN RIGHT
 AI9820'AND GO EAST ON FITE ROAD 4.6 KM (2.85 MI) TO THE AIRPORT ENTRANCE ON
 AI9820'THE LEFT. TURN LEFT ON BLUE SKY DRIVE AND GO NORTH 0.56 KM (0.35 MI)
 AI9820'TO THE GATE AND THE AIRPORT OFFICE ON THE LEFT. FROM THE GATE, GO
 AI9820'EAST ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAY. TURN LEFT
 AI9820'AND GO NORTH ON THE TAXIWAY 0.64 KM (0.40 MI) TO THE STATION ON THE
 AI9820'RIGHT IN THE GRASS BETWEEN THE RUNWAY AND TAXIWAY.
 AI9820'
 AI9820'THE STATION IS THE CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AI9820'REFUSAL TO A DEPTH OF 62 METERS (203.4 FT) AND SET IN A 1 M (3.3 FT)
 AI9820'LONG GREASE FILLED PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9820'NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9820'ARE SET FLUSH WITH THE GROUND. THE STATION IS 23.3 M (76.4 FT) EAST
 AI9820'FROM THE EAST EDGE OF THE TAXIWAY, 20.3 M (66.6 FT) WEST FROM THE
 AI9820'WEST EDGE OF THE RUNWAY, AND 20.0 M (65.6 FT) SOUTH FROM THE SOUTH
 AI9820'EDGE OF THE CONNECTING RUNWAY. THIS STATION IS DESIGNATED A
 AI9820'PRIMARY AIRPORT CONTROL STATION.
 AI9820'
 AI9820'
 AI9820'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9841 ***********************************************************************
 AI9841  SACS        -  This is a Secondary Airport Control Station.
 AI9841  DESIGNATION -  2M8 B
 AI9841  PID         -  AI9841
 AI9841  STATE/COUNTY-  TN/SHELBY
 AI9841  USGS QUAD   -  MILLINGTON (1997)
 AI9841
 AI9841                         *CURRENT SURVEY CONTROL
 AI9841  ___________________________________________________________________
 AI9841* NAD 83(1995)-  35 16 32.01594(N)    089 55 57.29138(W)     ADJUSTED  
 AI9841* NAVD 88     -        73.12   (meters)     239.9    (feet)  GPS OBS   
 AI9841  ___________________________________________________________________
 AI9841  X           -       6,133.901 (meters)                     COMP
 AI9841  Y           -  -5,212,865.421 (meters)                     COMP
 AI9841  Z           -   3,662,893.808 (meters)                     COMP
 AI9841  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AI9841  ELLIP HEIGHT-          45.84  (meters)          (02/20/01) GPS OBS
 AI9841  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AI9841
 AI9841  HORZ ORDER  -  FIRST
 AI9841  ELLP ORDER  -  SECOND    CLASS I
 AI9841
 AI9841.This mark is at Charles W Baker Airport (2M8)
 AI9841
 AI9841.The horizontal coordinates were established by GPS observations
 AI9841.and adjusted by the National Geodetic Survey in February 2001..
 AI9841
 AI9841.The orthometric height was determined by GPS observations and a
 AI9841.high-resolution geoid model.
 AI9841
 AI9841.GPS derived orthometric heights for airport stations designated as
 AI9841.PACS or SACS are published to 2 decimal places.  This maintains
 AI9841.centimeter relative accuracy between the PACS and SACS.  It does
 AI9841.not indicate centimeter accuracy relative to other marks which are
 AI9841.part of the NAVD 88 network.
 AI9841
 AI9841.Photographs are available for this station.
 AI9841
 AI9841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9841
 AI9841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9841
 AI9841.The ellipsoidal height was determined by GPS observations
 AI9841.and is referenced to NAD 83.
 AI9841
 AI9841.The geoid height was determined by GEOID03.
 AI9841
 AI9841;                    North         East     Units Scale Factor Converg.
 AI9841;SPC TN       -   111,727.763   242,307.413   MT  0.99999559   -2 18 08.2
 AI9841;SPC TN       -   366,560.17    794,970.24   sFT  0.99999559   -2 18 08.2
 AI9841;UTM  16      - 3,907,546.622   233,258.262   MT  1.00047695   -1 41 40.5
 AI9841;UTM  15      - 3,907,917.942   779,010.190   MT  1.00055949   +1 46 21.4
 AI9841
 AI9841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9841!SPC TN       -   0.99999280  x   0.99999559  =   0.99998839
 AI9841!UTM  16      -   0.99999280  x   1.00047695  =   1.00046975
 AI9841!UTM  15      -   0.99999280  x   1.00055949  =   1.00055229
 AI9841
 AI9841                          SUPERSEDED SURVEY CONTROL
 AI9841
 AI9841.No superseded survey control is available for this station.
 AI9841
 AI9841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3325807547(NAD 83)
 AI9841_MARKER: DD = SURVEY DISK
 AI9841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9841_STAMPING: 2M8 B 1999
 AI9841_MARK LOGO: NGS   
 AI9841_PROJECTION: FLUSH
 AI9841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9841+STABILITY: SURFACE MOTION
 AI9841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9841+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AI9841
 AI9841  HISTORY     - Date     Condition        Report By
 AI9841  HISTORY     - 1999     MONUMENTED       LOWE
 AI9841  HISTORY     - 20040310 GOOD             AERODA
 AI9841
 AI9841                          STATION DESCRIPTION
 AI9841
 AI9841'DESCRIBED BY LOWE ENGINEERS 1999 (JDJ)
 AI9841'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST FROM NORTH
 AI9841'MEMPHIS AND ABOUT 13.7 KM (8.50 MI) SOUTHEAST FROM MILLINGTON AT
 AI9841'THE CHARLES W. BAKER AIRPORT. CHARLES W. BAKER AIRPORT IS AN
 AI9841'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9841'AIRPORT MANAGER, KEITH WILSON, TELEPHONE NUMBER 901-973-3838,
 AI9841'BEFORE ENTERING THE FIELD.
 AI9841' 
 AI9841'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND
 AI9841'388, ON THE NORTH SIDE OF MEMPHIS, GO NORTH ON STATE HIGHWAY 51
 AI9841'5.0 KM (3.10 MI) TO THE JUNCTION OF FITE ROAD ON THE RIGHT. TURN RIGHT
 AI9841'AND GO EAST ON FITE ROAD 4.6 KM (2.85 MI) TO THE AIRPORT ENTRANCE ON
 AI9841'THE LEFT. TURN LEFT ON BLUE SKY DRIVE AND GO NORTH 0.56 KM (0.35 MI)
 AI9841'TO THE GATE AND THE AIRPORT OFFICE ON THE LEFT. FROM THE GATE GO
 AI9841'EAST ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAY. TURN RIGHT
 AI9841'AND GO SOUTH ON THE TAXIWAY 0.2 KM (0.10 MI) TO THE STATION ON THE
 AI9841'RIGHT.
 AI9841' 
 AI9841'THE STATION IS THE CENTER OF A NGS BRONZE DISK SET IN THE CENTER OF
 AI9841'A POURED BELL SHAPED CONCRETE MONUMENT. THE CONCRETE AND
 AI9841'MONUMENT ARE SET FLUSH WITH THE GROUND. THE STATION IS 14.6 M
 AI9841'(47.9 FT) WEST FROM THE CENTERLINE OF THE TAXIWAY, 9.7 M (31.8 FT)
 AI9841'SOUTH FROM THE SOUTHEAST CORNER OF A CONCRETE HEADWALL, AND
 AI9841'3.67 M (12.04 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 AI9841'HEADWALL. THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI9841'STATION.
 AI9841' 
 AI9841' 
 AI9841'
 AI9841
 AI9841                          STATION RECOVERY (2004)
 AI9841
 AI9841'RECOVERY NOTE BY AERO DATA CORPORATION 2004 (RJG)
 AI9841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1592 ***********************************************************************
 FE1592  DESIGNATION -  3
 FE1592  PID         -  FE1592
 FE1592  STATE/COUNTY-  TN/LAUDERDALE
 FE1592  USGS QUAD   -  OPEN LAKE (1983)
 FE1592
 FE1592                         *CURRENT SURVEY CONTROL
 FE1592  ___________________________________________________________________
 FE1592* NAD 83(1986)-  35 46 09.     (N)    089 44 05.     (W)     SCALED    
 FE1592* NAVD 88     -        76.884  (meters)     252.24   (feet)  ADJUSTED  
 FE1592  ___________________________________________________________________
 FE1592  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1592  DYNAMIC HT  -          76.819 (meters)     252.03  (feet)  COMP
 FE1592  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1592  OBS GRAVITY -     979,788.0   (mgal)                       GRAV_OBS
 FE1592
 FE1592  VERT ORDER  -  FIRST     CLASS II
 FE1592
 FE1592.The horizontal coordinates were scaled from a topographic map and have
 FE1592.an estimated accuracy of +/- 6 seconds.
 FE1592
 FE1592.The orthometric height was determined by differential leveling
 FE1592.and adjusted by the National Geodetic Survey in June 1991..
 FE1592.WARNING-Repeat measurements at this control monument indicate possible
 FE1592.vertical movement.
 FE1592
 FE1592.The geoid height was determined by GEOID03.
 FE1592
 FE1592.The dynamic height is computed by dividing the NAVD 88
 FE1592.geopotential number by the normal gravity value computed on the
 FE1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1592.degrees latitude (g = 980.6199 gals.).
 FE1592
 FE1592.The modeled gravity was interpolated from observed gravity values.
 FE1592.The observed gravity was obtained from relative gravimeter ties
 FE1592.to the IGSN71 gravity network.
 FE1592
 FE1592;                    North         East    Units  Estimated Accuracy
 FE1592;SPC TN       -   165,750.      262,380.      MT  (+/- 180 meters Scaled)
 FE1592
 FE1592                          SUPERSEDED SURVEY CONTROL
 FE1592
 FE1592  NGVD 29 (??/??/??)   76.843  (m)          252.11   (f) ADJUSTED    1 2
 FE1592
 FE1592.Superseded values are not recommended for survey control.
 FE1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1592.See file dsdata.txt to determine how the superseded data were derived.
 FE1592
 FE1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE527617(NAD 83)
 FE1592_MARKER: Q = CHISELED SQUARE
 FE1592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1592_SP_SET: CULVERT
 FE1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1592+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 FE1592
 FE1592  HISTORY     - Date     Condition        Report By
 FE1592  HISTORY     - UNK      MONUMENTED       USGS
 FE1592  HISTORY     - 1957     GOOD             CGS
 FE1592  HISTORY     - 20031014 GOOD             INDIV
 FE1592
 FE1592                          STATION DESCRIPTION
 FE1592
 FE1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1592'1.4 MI E FROM ASHPORT.
 FE1592'1.45 MILES EAST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1592'ON TOP OF THE NORTH HEADWALL OF A 30-INCH PIPE CULVERT UNDER THE
 FE1592'HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET
 FE1592'EAST OF TELEPHONE POLE NO. 8, 20 FEET NORTH-NORTHEAST OF
 FE1592'THE CENTER OF THE JUNCTION OF HIGHWAY AND A GRAVEL ROAD LEADING
 FE1592'SOUTH, 2 FEET EAST OF THE WEST END OF THE HEADWALL, A
 FE1592'2-BY-1 1/2-INCH OUTLINED SQUARE AND ABOUT LEVEL WITH THE HIGHWAY.
 FE1592
 FE1592                          STATION RECOVERY (2003)
 FE1592
 FE1592'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LEL)
 FE1592'THE GRAVEL ROAD SOUTH IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1416 ***********************************************************************
 FC1416  DESIGNATION -  3
 FC1416  PID         -  FC1416
 FC1416  STATE/COUNTY-  TN/COFFEE
 FC1416  USGS QUAD   -  ALTO (1947)
 FC1416
 FC1416                         *CURRENT SURVEY CONTROL
 FC1416  ___________________________________________________________________
 FC1416* NAD 83(1986)-  35 18 47.     (N)    085 54 56.     (W)     SCALED    
 FC1416* NAVD 88     -       305.507  (meters)    1002.32   (feet)  ADJUSTED  
 FC1416  ___________________________________________________________________
 FC1416  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1416  DYNAMIC HT  -         305.212 (meters)    1001.35  (feet)  COMP
 FC1416  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 FC1416
 FC1416  VERT ORDER  -  SECOND    CLASS 0
 FC1416
 FC1416.The horizontal coordinates were scaled from a topographic map and have
 FC1416.an estimated accuracy of +/- 6 seconds.
 FC1416
 FC1416.The orthometric height was determined by differential leveling
 FC1416.and adjusted by the National Geodetic Survey in June 1991..
 FC1416
 FC1416.The geoid height was determined by GEOID03.
 FC1416
 FC1416.The dynamic height is computed by dividing the NAVD 88
 FC1416.geopotential number by the normal gravity value computed on the
 FC1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1416.degrees latitude (g = 980.6199 gals.).
 FC1416
 FC1416.The modeled gravity was interpolated from observed gravity values.
 FC1416
 FC1416;                    North         East    Units  Estimated Accuracy
 FC1416;SPC TN       -   108,700.      607,680.      MT  (+/- 180 meters Scaled)
 FC1416
 FC1416                          SUPERSEDED SURVEY CONTROL
 FC1416
 FC1416  NGVD 29 (??/??/92)  305.504  (m)         1002.31   (f) ADJ UNCH    2 0
 FC1416
 FC1416.Superseded values are not recommended for survey control.
 FC1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1416.See file dsdata.txt to determine how the superseded data were derived.
 FC1416
 FC1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE985083(NAD 83)
 FC1416_MARKER: DD = SURVEY DISK
 FC1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1416_SP_SET: CULVERT
 FC1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1416
 FC1416  HISTORY     - Date     Condition        Report By
 FC1416  HISTORY     - UNK      MONUMENTED       TNHD
 FC1416  HISTORY     - 1962     GOOD             NGS
 FC1416
 FC1416                          STATION DESCRIPTION
 FC1416
 FC1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1416'3 MI W FROM PELHAM.
 FC1416'THE MARK IS LOCATED ABOUT 3.0 MILES WEST OF PELHAM ON INTERSTATE
 FC1416'HIGHWAY 24.  TO REACH THE MARK FROM THE OVERPASS OF TENNESSEE
 FC1416'STATE HIGHWAY 50 AND INTERSTATE HIGHWAY 24, GO NORTHWEST ON
 FC1416'INTERSTATE HIGHWAY 24 FOR 1.20 MILES TO THE MARK SET IN A BOX
 FC1416'CULVERT ON THE EASTERN BRANCH OF BETSY WILLIS CREEK, 42.0 FEET
 FC1416'NORTHEAST OF CENTER LINE OF WEST BOUND LANE, 1.0 FEET NORTH OF
 FC1416'SOUTH END OF CULVERT, AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE
 FC1416'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0272 ***********************************************************************
 FF0272  DESIGNATION -  30 1 BOLT
 FF0272  PID         -  FF0272
 FF0272  STATE/COUNTY-  TN/TIPTON
 FF0272  USGS QUAD   -  PECAN POINT (1970)
 FF0272
 FF0272                         *CURRENT SURVEY CONTROL
 FF0272  ___________________________________________________________________
 FF0272* NAD 83(1986)-  35 23 47.     (N)    090 00 29.     (W)     SCALED    
 FF0272* NAVD 88     -        69.960  (meters)     229.53   (feet)  ADJUSTED  
 FF0272  ___________________________________________________________________
 FF0272  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0272  DYNAMIC HT  -          69.899 (meters)     229.33  (feet)  COMP
 FF0272  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FF0272
 FF0272  VERT ORDER  -  FIRST     CLASS II
 FF0272
 FF0272.The horizontal coordinates were scaled from a topographic map and have
 FF0272.an estimated accuracy of +/- 6 seconds.
 FF0272
 FF0272.The orthometric height was determined by differential leveling
 FF0272.and adjusted by the National Geodetic Survey in June 1991..
 FF0272
 FF0272.The geoid height was determined by GEOID03.
 FF0272
 FF0272.The dynamic height is computed by dividing the NAVD 88
 FF0272.geopotential number by the normal gravity value computed on the
 FF0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0272.degrees latitude (g = 980.6199 gals.).
 FF0272
 FF0272.The modeled gravity was interpolated from observed gravity values.
 FF0272
 FF0272;                    North         East    Units  Estimated Accuracy
 FF0272;SPC TN       -   125,400.      236,000.      MT  (+/- 180 meters Scaled)
 FF0272
 FF0272                          SUPERSEDED SURVEY CONTROL
 FF0272
 FF0272  NGVD 29 (??/??/??)   69.927  (m)          229.42   (f) ADJUSTED    1 2
 FF0272
 FF0272.Superseded values are not recommended for survey control.
 FF0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0272.See file dsdata.txt to determine how the superseded data were derived.
 FF0272
 FF0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV717211(NAD 83)
 FF0272_MARKER: B = BOLT
 FF0272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0272_STAMPING: BM 30-1
 FF0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0272
 FF0272  HISTORY     - Date     Condition        Report By
 FF0272  HISTORY     - UNK      MONUMENTED       DOD
 FF0272  HISTORY     - 1957     GOOD             CGS
 FF0272
 FF0272                          STATION DESCRIPTION
 FF0272
 FF0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0272'8.5 MI SW FROM DIXONVILLE.
 FF0272'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE BLOCK
 FF0272'CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVEL
 FF0272'ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL ROAD,
 FF0272'THENCE 2.1 MILES WEST ALONG A FARM ROAD, ABOUT 0.3 MILE WEST OF
 FF0272'THE JUNCTION OF A FARM ROAD LEADING SOUTH, ON THE SOUTHEAST BANK
 FF0272'OF A SLOUGH AND AT A POINT WHERE THE ROAD TURNS WITH TANGENTS
 FF0272'EXTENDING SOUTHWEST AND EAST, 62 FEET NORTHWEST OF THE CENTER
 FF0272'LINE OF THE FARM ROAD, 125 FEET WEST OF A FORKED 48-INCH
 FF0272'COTTONWOOD TREE, 31 FEET WEST OF A 48-INCH COTTONWOOD TREE, 10
 FF0272'FEET EAST-NORTHEAST OF A BLAZED 48-INCH COTTONWOOD TREE, 2 FEET
 FF0272'BELOW THE LEVEL OF THE ROAD, A COPPER BOLT DIRECTLY UNDER A USE
 FF0272'PIPE AND CAP WHICH PROJECTS 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0271 ***********************************************************************
 FF0271  DESIGNATION -  30 1 CAP
 FF0271  PID         -  FF0271
 FF0271  STATE/COUNTY-  TN/TIPTON
 FF0271  USGS QUAD   -  PECAN POINT (1970)
 FF0271
 FF0271                         *CURRENT SURVEY CONTROL
 FF0271  ___________________________________________________________________
 FF0271* NAD 83(1986)-  35 23 47.     (N)    090 00 29.     (W)     SCALED    
 FF0271* NAVD 88     -        71.174  (meters)     233.51   (feet)  ADJUSTED  
 FF0271  ___________________________________________________________________
 FF0271  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FF0271  DYNAMIC HT  -          71.112 (meters)     233.31  (feet)  COMP
 FF0271  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FF0271
 FF0271  VERT ORDER  -  FIRST     CLASS II
 FF0271
 FF0271.The horizontal coordinates were scaled from a topographic map and have
 FF0271.an estimated accuracy of +/- 6 seconds.
 FF0271
 FF0271.The orthometric height was determined by differential leveling
 FF0271.and adjusted by the National Geodetic Survey in June 1991..
 FF0271
 FF0271.The geoid height was determined by GEOID03.
 FF0271
 FF0271.The dynamic height is computed by dividing the NAVD 88
 FF0271.geopotential number by the normal gravity value computed on the
 FF0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0271.degrees latitude (g = 980.6199 gals.).
 FF0271
 FF0271.The modeled gravity was interpolated from observed gravity values.
 FF0271
 FF0271;                    North         East    Units  Estimated Accuracy
 FF0271;SPC TN       -   125,400.      236,000.      MT  (+/- 180 meters Scaled)
 FF0271
 FF0271                          SUPERSEDED SURVEY CONTROL
 FF0271
 FF0271  NGVD 29 (??/??/??)   71.141  (m)          233.40   (f) ADJUSTED    1 2
 FF0271
 FF0271.Superseded values are not recommended for survey control.
 FF0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0271.See file dsdata.txt to determine how the superseded data were derived.
 FF0271
 FF0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV717211(NAD 83)
 FF0271_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0271_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0271_STAMPING: BM 30-1
 FF0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0271
 FF0271  HISTORY     - Date     Condition        Report By
 FF0271  HISTORY     - UNK      MONUMENTED       DOD
 FF0271  HISTORY     - 1957     GOOD             CGS
 FF0271
 FF0271                          STATION DESCRIPTION
 FF0271
 FF0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0271'8.5 MI SW FROM DIXONVILLE.
 FF0271'0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE BLOCK
 FF0271'CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVEL
 FF0271'ROAD, THENCE 3.9 MILES SOUTH-SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 FF0271'2.1 MILES WEST ALONG A FARM ROAD, ABOUT 0.3 MILE WEST OF THE
 FF0271'JUNCTION OF A FARM ROAD LEADING SOUTH, ON THE SOUTHEAST BANK OF
 FF0271'A SLOUGH AND AT A POINT WHERE THE ROAD TURNS WITH TANGENTS
 FF0271'EXTENDING SOUTHWEST AND EAST, 62 FEET NORTHWEST OF THE CENTER
 FF0271'LINE OF THE FARM ROAD, 125 FEET WEST OF A FORKED 48-INCH COTTONWOOD
 FF0271'TREE, 31 FEET WEST OF A 48-INCH COTTONWOOD TREE, 10 FEET
 FF0271'EAST-NORTHEAST OF A BLAZED 48-INCH COTTONWOOD TREE, 2 FEET BELOW
 FF0271'THE LEVEL OF THE ROAD, A USE PIPE AND CAP WHICH PROJECTS 18 INCHES
 FF0271'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1650 ***********************************************************************
 FE1650  DESIGNATION -  30 12 C
 FE1650  PID         -  FE1650
 FE1650  STATE/COUNTY-  TN/LAUDERDALE
 FE1650  USGS QUAD   -  NODENA (1983)
 FE1650
 FE1650                         *CURRENT SURVEY CONTROL
 FE1650  ___________________________________________________________________
 FE1650* NAD 83(1986)-  35 35 47.     (N)    089 53 30.     (W)     SCALED    
 FE1650* NAVD 88     -        77.510  (meters)     254.30   (feet)  ADJUSTED  
 FE1650  ___________________________________________________________________
 FE1650  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE1650  DYNAMIC HT  -          77.444 (meters)     254.08  (feet)  COMP
 FE1650  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 FE1650
 FE1650  VERT ORDER  -  FIRST     CLASS II
 FE1650
 FE1650.The horizontal coordinates were scaled from a topographic map and have
 FE1650.an estimated accuracy of +/- 6 seconds.
 FE1650
 FE1650.The orthometric height was determined by differential leveling
 FE1650.and adjusted by the National Geodetic Survey in June 1991..
 FE1650
 FE1650.The geoid height was determined by GEOID03.
 FE1650
 FE1650.The dynamic height is computed by dividing the NAVD 88
 FE1650.geopotential number by the normal gravity value computed on the
 FE1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1650.degrees latitude (g = 980.6199 gals.).
 FE1650
 FE1650.The modeled gravity was interpolated from observed gravity values.
 FE1650
 FE1650;                    North         East    Units  Estimated Accuracy
 FE1650;SPC TN       -   147,150.      247,440.      MT  (+/- 180 meters Scaled)
 FE1650
 FE1650                          SUPERSEDED SURVEY CONTROL
 FE1650
 FE1650  NGVD 29 (??/??/??)   77.480  (m)          254.20   (f) ADJUSTED    1 2
 FE1650
 FE1650.Superseded values are not recommended for survey control.
 FE1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1650.See file dsdata.txt to determine how the superseded data were derived.
 FE1650
 FE1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE380430(NAD 83)
 FE1650_MARKER: P = PIPE CAP
 FE1650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1650_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1650_STAMPING: 30-12-C BM 1933
 FE1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1650
 FE1650  HISTORY     - Date     Condition        Report By
 FE1650  HISTORY     - 1933     MONUMENTED       DOD
 FE1650  HISTORY     - 1957     GOOD             CGS
 FE1650
 FE1650                          STATION DESCRIPTION
 FE1650
 FE1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1650'1.4 MI S FROM FULTON.
 FE1650'1.35 MILES SOUTH ALONG THE OLD RIVER ROAD FROM THE POST OFFICE
 FE1650'AT FULTON, NEAR THE SOUTHWEST END OF A RIDGE ASCENDING
 FE1650'NORTH-NORTHEAST, 33 FEET NORTHEAST OF A FARM DRIVE LEADING EAST
 FE1650'ALONG THE FOOT AND ON THE SOUTH SIDE OF A RIDGE EXTENDING EAST,
 FE1650'218 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF FARM DRIVE
 FE1650'AND OLD RIVER ROAD, 38 FEET EAST-NORTHEAST OF THE CENTER OF A
 FE1650'FARM GATE IN FENCE LINE, 44 FEET EAST OF A 1 1/2 INCH PIPE
 FE1650'WHICH PROJECTS 24 INCHES ABOVE THE GROUND, ABOUT 8 FEET ABOVE
 FE1650'THE FARM ROAD AND ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 FE1650'30 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0885 ***********************************************************************
 GD0885  DESIGNATION -  31 110 BOLT
 GD0885  PID         -  GD0885
 GD0885  STATE/COUNTY-  TN/DYER
 GD0885  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0885
 GD0885                         *CURRENT SURVEY CONTROL
 GD0885  ___________________________________________________________________
 GD0885* NAD 83(1986)-  36 06 32.     (N)    089 36 57.     (W)     SCALED    
 GD0885* NAVD 88     -        81.065  (meters)     265.96   (feet)  ADJUSTED  
 GD0885  ___________________________________________________________________
 GD0885  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0885  DYNAMIC HT  -          80.997 (meters)     265.74  (feet)  COMP
 GD0885  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GD0885
 GD0885  VERT ORDER  -  FIRST     CLASS II
 GD0885
 GD0885.The horizontal coordinates were scaled from a topographic map and have
 GD0885.an estimated accuracy of +/- 6 seconds.
 GD0885
 GD0885.The orthometric height was determined by differential leveling
 GD0885.and adjusted by the National Geodetic Survey in June 1991..
 GD0885
 GD0885.The geoid height was determined by GEOID03.
 GD0885
 GD0885.The dynamic height is computed by dividing the NAVD 88
 GD0885.geopotential number by the normal gravity value computed on the
 GD0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0885.degrees latitude (g = 980.6199 gals.).
 GD0885
 GD0885.The modeled gravity was interpolated from observed gravity values.
 GD0885
 GD0885;                    North         East    Units  Estimated Accuracy
 GD0885;SPC TN       -   203,010.      274,520.      MT  (+/- 180 meters Scaled)
 GD0885
 GD0885                          SUPERSEDED SURVEY CONTROL
 GD0885
 GD0885  NGVD 29 (??/??/??)   80.997  (m)          265.74   (f) ADJUSTED    1 2
 GD0885
 GD0885.Superseded values are not recommended for survey control.
 GD0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0885.See file dsdata.txt to determine how the superseded data were derived.
 GD0885
 GD0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE645991(NAD 83)
 GD0885_MARKER: B = BOLT
 GD0885_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0885_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0885_STAMPING: 31-110 1934
 GD0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0885
 GD0885  HISTORY     - Date     Condition        Report By
 GD0885  HISTORY     - 1934     MONUMENTED       DOD
 GD0885  HISTORY     - 1957     GOOD             CGS
 GD0885
 GD0885                          STATION DESCRIPTION
 GD0885
 GD0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0885'6 MI NE FROM HELOISE.
 GD0885'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0885'LANDING AT HELOISE, THENCE ABOUT 4.05 MILES NORTH AND NORTHEAST
 GD0885'ALONG A GRAVEL ROAD, AT POINT WHERE ROAD CROSSES LEVEE, 30 FEET
 GD0885'SOUTHWEST OF CENTER LINE OF ROAD, 49 FEET SOUTHEAST OF CENTER LINE
 GD0885'OF ROAD AT CENTER OF LEVEE, 10 1/2 FEET NORTH OF A 48-INCH
 GD0885'PECAN TREE, AND IS A BOLT UNDER A U.S.E. PIPE AND CAP WHICH
 GD0885'PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0884 ***********************************************************************
 GD0884  DESIGNATION -  31 110 CAP
 GD0884  PID         -  GD0884
 GD0884  STATE/COUNTY-  TN/DYER
 GD0884  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0884
 GD0884                         *CURRENT SURVEY CONTROL
 GD0884  ___________________________________________________________________
 GD0884* NAD 83(1986)-  36 06 32.     (N)    089 36 57.     (W)     SCALED    
 GD0884* NAVD 88     -        82.290  (meters)     269.98   (feet)  ADJUSTED  
 GD0884  ___________________________________________________________________
 GD0884  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0884  DYNAMIC HT  -          82.222 (meters)     269.76  (feet)  COMP
 GD0884  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GD0884
 GD0884  VERT ORDER  -  FIRST     CLASS II
 GD0884
 GD0884.The horizontal coordinates were scaled from a topographic map and have
 GD0884.an estimated accuracy of +/- 6 seconds.
 GD0884
 GD0884.The orthometric height was determined by differential leveling
 GD0884.and adjusted by the National Geodetic Survey in June 1991..
 GD0884
 GD0884.The geoid height was determined by GEOID03.
 GD0884
 GD0884.The dynamic height is computed by dividing the NAVD 88
 GD0884.geopotential number by the normal gravity value computed on the
 GD0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0884.degrees latitude (g = 980.6199 gals.).
 GD0884
 GD0884.The modeled gravity was interpolated from observed gravity values.
 GD0884
 GD0884;                    North         East    Units  Estimated Accuracy
 GD0884;SPC TN       -   203,010.      274,520.      MT  (+/- 180 meters Scaled)
 GD0884
 GD0884                          SUPERSEDED SURVEY CONTROL
 GD0884
 GD0884  NGVD 29 (??/??/??)   82.210  (m)          269.72   (f) ADJUSTED    1 2
 GD0884
 GD0884.Superseded values are not recommended for survey control.
 GD0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0884.See file dsdata.txt to determine how the superseded data were derived.
 GD0884
 GD0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE645991(NAD 83)
 GD0884_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0884_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0884_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0884_STAMPING: 31-110 1934
 GD0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0884
 GD0884  HISTORY     - Date     Condition        Report By
 GD0884  HISTORY     - 1934     MONUMENTED       DOD
 GD0884  HISTORY     - 1957     GOOD             CGS
 GD0884  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0884
 GD0884                          STATION DESCRIPTION
 GD0884
 GD0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0884'6 MI NE FROM HELOISE.
 GD0884'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0884'LANDING AT HELOISE, THENCE ABOUT 4.05 MILES NORTH AND NORTHEAST
 GD0884'ALONG A GRAVEL ROAD, AT POINT WHERE ROAD CROSSES LEVEE, 30 FEET
 GD0884'SOUTHWEST OF CENTER LINE OF ROAD, 49 FEET SOUTHEAST OF CENTER
 GD0884'LINE OF ROAD AT CENTER OF LEVEE, 10 1/2 FEET NORTH OF A 48-INCH
 GD0884'PECAN TREE, A U.S.E. PIPE AND CAP WHICH PROJECTS 12 INCHES.
 GD0884
 GD0884                          STATION RECOVERY (2002)
 GD0884
 GD0884'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0879 ***********************************************************************
 GD0879  DESIGNATION -  31 B BOLT
 GD0879  PID         -  GD0879
 GD0879  STATE/COUNTY-  TN/DYER
 GD0879  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0879
 GD0879                         *CURRENT SURVEY CONTROL
 GD0879  ___________________________________________________________________
 GD0879* NAD 83(1986)-  36 06 47.     (N)    089 36 16.     (W)     SCALED    
 GD0879* NAVD 88     -        81.126  (meters)     266.16   (feet)  ADJUSTED  
 GD0879  ___________________________________________________________________
 GD0879  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0879  DYNAMIC HT  -          81.059 (meters)     265.94  (feet)  COMP
 GD0879  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GD0879
 GD0879  VERT ORDER  -  FIRST     CLASS II
 GD0879
 GD0879.The horizontal coordinates were scaled from a topographic map and have
 GD0879.an estimated accuracy of +/- 6 seconds.
 GD0879
 GD0879.The orthometric height was determined by differential leveling
 GD0879.and adjusted by the National Geodetic Survey in June 1991..
 GD0879
 GD0879.The geoid height was determined by GEOID03.
 GD0879
 GD0879.The dynamic height is computed by dividing the NAVD 88
 GD0879.geopotential number by the normal gravity value computed on the
 GD0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0879.degrees latitude (g = 980.6199 gals.).
 GD0879
 GD0879.The modeled gravity was interpolated from observed gravity values.
 GD0879
 GD0879;                    North         East    Units  Estimated Accuracy
 GD0879;SPC TN       -   203,440.      275,560.      MT  (+/- 180 meters Scaled)
 GD0879
 GD0879                          SUPERSEDED SURVEY CONTROL
 GD0879
 GD0879  NGVD 29 (??/??/??)   81.058  (m)          265.94   (f) ADJUSTED    1 2
 GD0879
 GD0879.Superseded values are not recommended for survey control.
 GD0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0879.See file dsdata.txt to determine how the superseded data were derived.
 GD0879
 GD0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE655996(NAD 83)
 GD0879_MARKER: B = BOLT
 GD0879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0879_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0879_STAMPING: 31/B 1952
 GD0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0879
 GD0879  HISTORY     - Date     Condition        Report By
 GD0879  HISTORY     - 1952     MONUMENTED       DOD
 GD0879  HISTORY     - 1957     GOOD             CGS
 GD0879
 GD0879                          STATION DESCRIPTION
 GD0879
 GD0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0879'6.8 M NE FROM HELOISE.
 GD0879'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0879'LANDING AT HELOISE, THENCE ABOUT 4.8 MILES NORTH AND NORTHEAST
 GD0879'ALONG A GRAVEL ROAD, IN THE NORTHEAST CORNER OF A PECAN GROVE,
 GD0879'18 FEET SOUTH OF CENTER LINE OF ROAD, 33 FEET SOUTHWEST OF CENTER
 GD0879'OF JUNCTION OF ROAD AND A TRACK ROAD LEADING NORTHWEST TO
 GD0879'MISSISSIPPI RIVER, 19 FEET WEST OF A FENCE CORNER, 9 FEET NORTH
 GD0879'OF A 48-INCH PECAN TREE, AND IS A BOLT DIRECTLY UNDER A U.S.E.
 GD0879'PIPE AND CAP WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0878 ***********************************************************************
 GD0878  DESIGNATION -  31 B CAP
 GD0878  PID         -  GD0878
 GD0878  STATE/COUNTY-  TN/DYER
 GD0878  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0878
 GD0878                         *CURRENT SURVEY CONTROL
 GD0878  ___________________________________________________________________
 GD0878* NAD 83(1986)-  36 06 47.     (N)    089 36 16.     (W)     SCALED    
 GD0878* NAVD 88     -        82.329  (meters)     270.11   (feet)  ADJUSTED  
 GD0878  ___________________________________________________________________
 GD0878  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0878  DYNAMIC HT  -          82.261 (meters)     269.88  (feet)  COMP
 GD0878  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GD0878
 GD0878  VERT ORDER  -  FIRST     CLASS II
 GD0878
 GD0878.The horizontal coordinates were scaled from a topographic map and have
 GD0878.an estimated accuracy of +/- 6 seconds.
 GD0878
 GD0878.The orthometric height was determined by differential leveling
 GD0878.and adjusted by the National Geodetic Survey in June 1991..
 GD0878
 GD0878.The geoid height was determined by GEOID03.
 GD0878
 GD0878.The dynamic height is computed by dividing the NAVD 88
 GD0878.geopotential number by the normal gravity value computed on the
 GD0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0878.degrees latitude (g = 980.6199 gals.).
 GD0878
 GD0878.The modeled gravity was interpolated from observed gravity values.
 GD0878
 GD0878;                    North         East    Units  Estimated Accuracy
 GD0878;SPC TN       -   203,440.      275,560.      MT  (+/- 180 meters Scaled)
 GD0878
 GD0878                          SUPERSEDED SURVEY CONTROL
 GD0878
 GD0878  NGVD 29 (??/??/??)   82.263  (m)          269.89   (f) ADJUSTED    1 2
 GD0878
 GD0878.Superseded values are not recommended for survey control.
 GD0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0878.See file dsdata.txt to determine how the superseded data were derived.
 GD0878
 GD0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE655996(NAD 83)
 GD0878_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0878_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0878_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0878_STAMPING: 31/B 1952
 GD0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0878
 GD0878  HISTORY     - Date     Condition        Report By
 GD0878  HISTORY     - 1952     MONUMENTED       DOD
 GD0878  HISTORY     - 1957     GOOD             CGS
 GD0878  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0878
 GD0878                          STATION DESCRIPTION
 GD0878
 GD0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0878'6.8 MI NE FROM HELOISE.
 GD0878'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0878'LANDING AT HELOISE, THENCE ABOUT 4.8 MILES NORTH AND NORTHEAST
 GD0878'ALONG A GRAVEL ROAD, IN THE NORTHEAST CORNER OF A PECAN GROVE,
 GD0878'18 FEET SOUTH OF CENTER LINE OF ROAD, 33 FEET SOUTHWEST OF
 GD0878'CENTER OF JUNCTION OF ROAD AND A TRACK ROAD LEADING NORTHWEST
 GD0878'TO MISSISSIPPI RIVER, 19 FEET WEST OF A FENCE CORNER, 9 FEET
 GD0878'NORTH OF A 48-INCH PECAN TREE, U.S.E. PIPE AND CAP WHICH PROJECTS
 GD0878'18 INCHES.
 GD0878
 GD0878                          STATION RECOVERY (2002)
 GD0878
 GD0878'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2726 ***********************************************************************
 GC2726  DESIGNATION -  31 MAT
 GC2726  PID         -  GC2726
 GC2726  STATE/COUNTY-  TN/TROUSDALE
 GC2726  USGS QUAD   -  HARTSVILLE (1994)
 GC2726
 GC2726                         *CURRENT SURVEY CONTROL
 GC2726  ___________________________________________________________________
 GC2726* NAD 83(1986)-  36 25 22.     (N)    086 10 58.     (W)     SCALED    
 GC2726* NAVD 88     -       155.42   (+/-2cm)     509.9    (feet)  VERTCON   
 GC2726  ___________________________________________________________________
 GC2726  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC2726
 GC2726  VERT ORDER  -  THIRD (See Below)
 GC2726
 GC2726.The horizontal coordinates were scaled from a topographic map and have
 GC2726.an estimated accuracy of +/- 6 seconds.
 GC2726
 GC2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2726.The vertical order pertains to the NGVD 29 superseded value.
 GC2726
 GC2726.The geoid height was determined by GEOID03.
 GC2726
 GC2726;                    North         East    Units  Estimated Accuracy
 GC2726;SPC TN       -   231,840.      583,610.      MT  (+/- 180 meters Scaled)
 GC2726
 GC2726                          SUPERSEDED SURVEY CONTROL
 GC2726
 GC2726  NGVD 29 (??/??/??)  155.50   (m)          510.2    (f) N HEIGHT    3  
 GC2726
 GC2726.Superseded values are not recommended for survey control.
 GC2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2726.See file dsdata.txt to determine how the superseded data were derived.
 GC2726
 GC2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF732311(NAD 83)
 GC2726_MARKER: DB = BENCH MARK DISK
 GC2726_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC2726_SP_SET: WINGWALL
 GC2726_STAMPING: 31 MAT 1956 510
 GC2726_MARK LOGO: USGS  
 GC2726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GC2726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2726+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1987
 GC2726
 GC2726  HISTORY     - Date     Condition        Report By
 GC2726  HISTORY     - 1956     MONUMENTED       USGS
 GC2726  HISTORY     - 19870514 GOOD             TNDT
 GC2726
 GC2726                          STATION DESCRIPTION
 GC2726
 GC2726'DESCRIBED BY TN DEPT OF TRANSP 1987
 GC2726'2.8 MILES NORTH WEST OF HARTSVILLE.  TO REACH FROM THE COURTHOUSE GO
 GC2726'NW ALONG HIGHWAY 141, 2.8 MILES TO THE MARK.  LOCATED 13 FEET NORTH,
 GC2726'70 FEET WEST AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE HIGHWAY.
 GC2726'AT THE JUNCTION OF A T ROAD IN THE NORTH EAST WINGWALL OF A BRIDGE
 GC2726'OVER LITTLE GOOSE CREEK.  STANDARD TABLET STAMPED 31 MAT 1956
 GC2726'510.SHOWN ON USGS QUADRANGLE SHEET HARTSVILLE, TENN.  AS BM 510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0420 ***********************************************************************
 FC0420  DESIGNATION -  31001
 FC0420  PID         -  FC0420
 FC0420  STATE/COUNTY-  TN/MCMINN
 FC0420  USGS QUAD   -  CALHOUN (1980)
 FC0420
 FC0420                         *CURRENT SURVEY CONTROL
 FC0420  ___________________________________________________________________
 FC0420* NAD 83(1986)-  35 20 43.     (N)    084 43 02.     (W)     SCALED    
 FC0420* NAVD 88     -       251.948  (meters)     826.60   (feet)  ADJUSTED  
 FC0420  ___________________________________________________________________
 FC0420  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0420  DYNAMIC HT  -         251.702 (meters)     825.79  (feet)  COMP
 FC0420  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0420
 FC0420  VERT ORDER  -  SECOND    CLASS 0
 FC0420
 FC0420.The horizontal coordinates were scaled from a topographic map and have
 FC0420.an estimated accuracy of +/- 6 seconds.
 FC0420
 FC0420.The orthometric height was determined by differential leveling
 FC0420.and adjusted by the National Geodetic Survey in June 1991..
 FC0420
 FC0420.The geoid height was determined by GEOID03.
 FC0420
 FC0420.The dynamic height is computed by dividing the NAVD 88
 FC0420.geopotential number by the normal gravity value computed on the
 FC0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0420.degrees latitude (g = 980.6199 gals.).
 FC0420
 FC0420.The modeled gravity was interpolated from observed gravity values.
 FC0420
 FC0420;                    North         East    Units  Estimated Accuracy
 FC0420;SPC TN       -   113,040.      716,600.      MT  (+/- 180 meters Scaled)
 FC0420
 FC0420                          SUPERSEDED SURVEY CONTROL
 FC0420
 FC0420  NGVD 29 (??/??/92)  252.004  (m)          826.78   (f) ADJ UNCH    2 0
 FC0420
 FC0420.Superseded values are not recommended for survey control.
 FC0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0420.See file dsdata.txt to determine how the superseded data were derived.
 FC0420
 FC0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE074137(NAD 83)
 FC0420_MARKER: DD = SURVEY DISK
 FC0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0420_STAMPING: 31001
 FC0420_MARK LOGO: TNGS  
 FC0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0420+STABILITY: SURFACE MOTION
 FC0420
 FC0420  HISTORY     - Date     Condition        Report By
 FC0420  HISTORY     - UNK      MONUMENTED       CGS
 FC0420  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0420  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0420
 FC0420                          STATION DESCRIPTION
 FC0420
 FC0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0420'AT SANFORD.
 FC0420'AT SANFORD, MC MINN COUNTY, ON U.S. HIGHWAY 11, 0.4 MILE NORTH
 FC0420'OF THE SOUTHERN RAILWAY STATION, 8 YARDS SOUTH OF POLE 628, 1.9
 FC0420'FEET WEST OF THE WEST EDGE OF THE PAVEMENT, AND ABOUT LEVEL
 FC0420'WITH THE PAVEMENT.  A STATE SURVEY STANDARD DISK, STAMPED 31001
 FC0420'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK WAS PROBABLY
 FC0420'DESTROYED WHEN ROAD WAS WIDENED.
 FC0420
 FC0420                          STATION RECOVERY (1968)
 FC0420
 FC0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1792 ***********************************************************************
 GA1792  DESIGNATION -  313
 GA1792  PID         -  GA1792
 GA1792  STATE/COUNTY-  TN/HAMBLEN
 GA1792  USGS QUAD   -  MORRISTOWN (1979)
 GA1792
 GA1792                         *CURRENT SURVEY CONTROL
 GA1792  ___________________________________________________________________
 GA1792* NAD 83(1986)-  36 13 17.     (N)    083 17 21.     (W)     SCALED    
 GA1792* NAVD 88     -       446.217  (meters)    1463.96   (feet)  POSTED    
 GA1792  ___________________________________________________________________
 GA1792  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA1792  DYNAMIC HT  -         445.810 (meters)    1462.63  (feet)  COMP
 GA1792  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 GA1792
 GA1792  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GA1792
 GA1792.The horizontal coordinates were scaled from a topographic map and have
 GA1792.an estimated accuracy of +/- 6 seconds.
 GA1792
 GA1792.The orthometric height was determined by differential leveling
 GA1792.and adjusted by the National Geodetic Survey in 1992..
 GA1792.No vertical observational check was made to the station.
 GA1792.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GA1792.was located on a no-check spur therefore a value was not computed.
 GA1792
 GA1792.The geoid height was determined by GEOID03.
 GA1792
 GA1792.The dynamic height is computed by dividing the NAVD 88
 GA1792.geopotential number by the normal gravity value computed on the
 GA1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1792.degrees latitude (g = 980.6199 gals.).
 GA1792
 GA1792.The modeled gravity was interpolated from observed gravity values.
 GA1792
 GA1792;                    North         East    Units  Estimated Accuracy
 GA1792;SPC TN       -   212,860.      843,700.      MT  (+/- 180 meters Scaled)
 GA1792
 GA1792                          SUPERSEDED SURVEY CONTROL
 GA1792
 GA1792  NGVD 29 (??/??/92)  446.344  (m)         1464.38   (f) ADJ UNCH    1 2
 GA1792
 GA1792.Superseded values are not recommended for survey control.
 GA1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1792.See file dsdata.txt to determine how the superseded data were derived.
 GA1792
 GA1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA942109(NAD 83)
 GA1792_MARKER: DD = SURVEY DISK
 GA1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1792_STAMPING: 313
 GA1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1792+STABILITY: SURFACE MOTION
 GA1792
 GA1792  HISTORY     - Date     Condition        Report By
 GA1792  HISTORY     - UNK      MONUMENTED       TNGS
 GA1792  HISTORY     - 1935     GOOD             NGS
 GA1792  HISTORY     - 1949     GOOD             TVA
 GA1792
 GA1792                          STATION DESCRIPTION
 GA1792
 GA1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1792'AT MORRISTOWN.
 GA1792'AT MORRISTOWN, ABOUT 3/4 MILE NORTHEAST OF THE COURTHOUSE, AT THE
 GA1792'EAST EDGE OF THE WOODS ON CEMETERY HILL, ON THE LINE BETWEEN THE
 GA1792'FARM OF RUBY L. LONG AND THE MORRISTOWN INDUSTRIAL COLLEGE, 136
 GA1792'YARDS NORTH OF THE TOMBSTONE OF CHARLES D. ORR, 74 FEET NORTH
 GA1792'OF A CITY-LIMIT MARKER, AND 3 FEET NORTHEAST OF A 12-INCH WALNUT
 GA1792'TREE, 37 FEET SE OF 30 IN OAK TREE, 4-1/2 FEET NE OF 15 IN WALNUT
 GA1792'TREE, 2.3 FEET WEST OF FENCE LINE.  A STANDARD DISK, STAMPED 313
 GA1792'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 GA1792'ABOVE GROUND.
 GA1792
 GA1792                          STATION RECOVERY (1949)
 GA1792
 GA1792'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1217 ***********************************************************************
 FC1217  DESIGNATION -  3131
 FC1217  PID         -  FC1217
 FC1217  STATE/COUNTY-  TN/HAMILTON
 FC1217  USGS QUAD   -  OOLTEWAH (1976)
 FC1217
 FC1217                         *CURRENT SURVEY CONTROL
 FC1217  ___________________________________________________________________
 FC1217* NAD 83(1986)-  35 04 54.     (N)    085 01 48.     (W)     SCALED    
 FC1217* NAVD 88     -       245.465  (meters)     805.33   (feet)  ADJUSTED  
 FC1217  ___________________________________________________________________
 FC1217  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1217  DYNAMIC HT  -         245.220 (meters)     804.53  (feet)  COMP
 FC1217  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 FC1217
 FC1217  VERT ORDER  -  SECOND    CLASS 0
 FC1217
 FC1217.The horizontal coordinates were scaled from a topographic map and have
 FC1217.an estimated accuracy of +/- 6 seconds.
 FC1217
 FC1217.The orthometric height was determined by differential leveling
 FC1217.and adjusted by the National Geodetic Survey in June 1991..
 FC1217
 FC1217.The geoid height was determined by GEOID03.
 FC1217
 FC1217.The dynamic height is computed by dividing the NAVD 88
 FC1217.geopotential number by the normal gravity value computed on the
 FC1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1217.degrees latitude (g = 980.6199 gals.).
 FC1217
 FC1217.The modeled gravity was interpolated from observed gravity values.
 FC1217
 FC1217;                    North         East    Units  Estimated Accuracy
 FC1217;SPC TN       -    83,470.      688,460.      MT  (+/- 180 meters Scaled)
 FC1217
 FC1217                          SUPERSEDED SURVEY CONTROL
 FC1217
 FC1217  NGVD 29 (??/??/92)  245.477  (m)          805.37   (f) ADJ UNCH    2 0
 FC1217
 FC1217.Superseded values are not recommended for survey control.
 FC1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1217.See file dsdata.txt to determine how the superseded data were derived.
 FC1217
 FC1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD795838(NAD 83)
 FC1217_MARKER: DD = SURVEY DISK
 FC1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1217_STAMPING: 3131
 FC1217_MARK LOGO: TNGS  
 FC1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1217+STABILITY: SURFACE MOTION
 FC1217
 FC1217  HISTORY     - Date     Condition        Report By
 FC1217  HISTORY     - UNK      MONUMENTED       TNGS
 FC1217  HISTORY     - 1962     GOOD             NGS
 FC1217  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1217
 FC1217                          STATION DESCRIPTION
 FC1217
 FC1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1217'1.7 MI E FROM OOLTEWAH.
 FC1217'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 FC1217'GEORGETOWN PIKE IN OOLTEWAH GO EAST ON U.S. HIGHWAY 11 FOR 1.7
 FC1217'MILES TO THE MARK ON THE RIGHT, 27 FEET SOUTHEAST OF THE CENTER
 FC1217'OF THE HIGHWAY, 1.6 FEET NORTHWEST OF A FENCE LINE, AND 1.2 FEET
 FC1217'WEST OF A WITNESS POST.  A TENNESSEE GEODETIC SURVEY DISK SET IN
 FC1217'THE TOP OF A CONCRETE POST PROJECTING 0.9 FEET AND ABOUT 1 FOOT
 FC1217'ABOVE THE ROAD LEVEL.
 FC1217
 FC1217                          STATION RECOVERY (1983)
 FC1217
 FC1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1217'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1216 ***********************************************************************
 FC1216  DESIGNATION -  3132
 FC1216  PID         -  FC1216
 FC1216  STATE/COUNTY-  TN/HAMILTON
 FC1216  USGS QUAD   -  OOLTEWAH (1976)
 FC1216
 FC1216                         *CURRENT SURVEY CONTROL
 FC1216  ___________________________________________________________________
 FC1216* NAD 83(1986)-  35 05 00.     (N)    085 01 39.     (W)     SCALED    
 FC1216* NAVD 88     -       244.213  (meters)     801.22   (feet)  ADJUSTED  
 FC1216  ___________________________________________________________________
 FC1216  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1216  DYNAMIC HT  -         243.969 (meters)     800.42  (feet)  COMP
 FC1216  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 FC1216
 FC1216  VERT ORDER  -  FIRST     CLASS II
 FC1216
 FC1216.The horizontal coordinates were scaled from a topographic map and have
 FC1216.an estimated accuracy of +/- 6 seconds.
 FC1216
 FC1216.The orthometric height was determined by differential leveling
 FC1216.and adjusted by the National Geodetic Survey in June 1991..
 FC1216
 FC1216.The geoid height was determined by GEOID03.
 FC1216
 FC1216.The dynamic height is computed by dividing the NAVD 88
 FC1216.geopotential number by the normal gravity value computed on the
 FC1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1216.degrees latitude (g = 980.6199 gals.).
 FC1216
 FC1216.The modeled gravity was interpolated from observed gravity values.
 FC1216
 FC1216;                    North         East    Units  Estimated Accuracy
 FC1216;SPC TN       -    83,650.      688,690.      MT  (+/- 180 meters Scaled)
 FC1216
 FC1216                          SUPERSEDED SURVEY CONTROL
 FC1216
 FC1216  NGVD 29 (??/??/92)  244.255  (m)          801.36   (f) ADJ UNCH    1 2
 FC1216
 FC1216.Superseded values are not recommended for survey control.
 FC1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1216.See file dsdata.txt to determine how the superseded data were derived.
 FC1216
 FC1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD798840(NAD 83)
 FC1216_MARKER: DD = SURVEY DISK
 FC1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1216_STAMPING: 3132
 FC1216_MARK LOGO: TNGS  
 FC1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1216+STABILITY: SURFACE MOTION
 FC1216
 FC1216  HISTORY     - Date     Condition        Report By
 FC1216  HISTORY     - UNK      MONUMENTED       TNGS
 FC1216  HISTORY     - 1962     GOOD             NGS
 FC1216  HISTORY     - 1983     GOOD             NGS
 FC1216
 FC1216                          STATION DESCRIPTION
 FC1216
 FC1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1216'2 MI E FROM OOTEWAH.
 FC1216'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND GEORGETOWN
 FC1216'PIKE IN OOLTEWAH GO EAST ON U.S. HIGHWAY 11 FOR 2.0 MILES TO THE
 FC1216'MARK ON THE LEFT, 79 FEET WEST OF POWER LINE POLE NUMBER 570,
 FC1216'46 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 11, 4.8 FEET NORTH
 FC1216'OF A FENCE LINE, AND 0.8 FEET NORTHWEST OF A WITNESS POST.  A
 FC1216'STANDARD TENNESSEE GEODETIC SURVEY DISK SET IN THE TOP OF A
 FC1216'CONCRETE POST PROJECTING 1 FOOT AND ABOUT 1 FOOT BELOW THE LEVEL
 FC1216'OF THE HIGHWAY.
 FC1216
 FC1216                          STATION RECOVERY (1983)
 FC1216
 FC1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1216'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 79 FEET WEST OF POWER LINE
 FC1216'POLE NUMBER 570.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1214 ***********************************************************************
 FC1214  DESIGNATION -  3133
 FC1214  PID         -  FC1214
 FC1214  STATE/COUNTY-  TN/HAMILTON
 FC1214  USGS QUAD   -  OOLTEWAH (1976)
 FC1214
 FC1214                         *CURRENT SURVEY CONTROL
 FC1214  ___________________________________________________________________
 FC1214* NAD 83(1986)-  35 05 21.     (N)    085 00 36.     (W)     SCALED    
 FC1214* NAVD 88     -       267.795  (meters)     878.59   (feet)  ADJUSTED  
 FC1214  ___________________________________________________________________
 FC1214  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1214  DYNAMIC HT  -         267.527 (meters)     877.71  (feet)  COMP
 FC1214  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 FC1214
 FC1214  VERT ORDER  -  SECOND    CLASS 0
 FC1214
 FC1214.The horizontal coordinates were scaled from a topographic map and have
 FC1214.an estimated accuracy of +/- 6 seconds.
 FC1214
 FC1214.The orthometric height was determined by differential leveling
 FC1214.and adjusted by the National Geodetic Survey in June 1991..
 FC1214
 FC1214.The geoid height was determined by GEOID03.
 FC1214
 FC1214.The dynamic height is computed by dividing the NAVD 88
 FC1214.geopotential number by the normal gravity value computed on the
 FC1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1214.degrees latitude (g = 980.6199 gals.).
 FC1214
 FC1214.The modeled gravity was interpolated from observed gravity values.
 FC1214
 FC1214;                    North         East    Units  Estimated Accuracy
 FC1214;SPC TN       -    84,320.      690,280.      MT  (+/- 180 meters Scaled)
 FC1214
 FC1214                          SUPERSEDED SURVEY CONTROL
 FC1214
 FC1214  NGVD 29 (??/??/92)  267.805  (m)          878.62   (f) ADJ UNCH    2 0
 FC1214
 FC1214.Superseded values are not recommended for survey control.
 FC1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1214.See file dsdata.txt to determine how the superseded data were derived.
 FC1214
 FC1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD814847(NAD 83)
 FC1214_MARKER: DD = SURVEY DISK
 FC1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1214_STAMPING: 3133
 FC1214_MARK LOGO: TNGS  
 FC1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1214+STABILITY: SURFACE MOTION
 FC1214
 FC1214  HISTORY     - Date     Condition        Report By
 FC1214  HISTORY     - UNK      MONUMENTED       TNGS
 FC1214  HISTORY     - 1962     GOOD             NGS
 FC1214  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1214
 FC1214                          STATION DESCRIPTION
 FC1214
 FC1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1214'0.5 MI S FROM MINERAL PARK.
 FC1214'TO REACH FROM THE SMALL TOWN AND CROSSROAD AT MINERAL PARK ON
 FC1214'U.S. HIGHWAY 11 GO SOUTH ON U.S. HIGHWAY 11 FOR 0.5 MILES TO THE
 FC1214'MARK ON THE LEFT, IN A ROCKY OUTCROP, 41 FEET NORTHEAST OF THE
 FC1214'NORTHEAST END OF A GUARD RAIL, 33 FEET SOUTHEAST OF THE CENTER
 FC1214'OF HIGHWAY 11, ABOUT 25 FEET ABOVE THE RAILROAD TRACK, AND 0.6
 FC1214'FEET EAST OF A WITNESS POST.  A TENNESSEE GEODETIC SURVEY DISK
 FC1214'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT
 FC1214'7 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FC1214
 FC1214                          STATION RECOVERY (1983)
 FC1214
 FC1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1214'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1212 ***********************************************************************
 FC1212  DESIGNATION -  3135
 FC1212  PID         -  FC1212
 FC1212  STATE/COUNTY-  TN/HAMILTON
 FC1212  USGS QUAD   -  OOLTEWAH (1976)
 FC1212
 FC1212                         *CURRENT SURVEY CONTROL
 FC1212  ___________________________________________________________________
 FC1212* NAD 83(1986)-  35 05 57.     (N)    085 00 26.     (W)     SCALED    
 FC1212* NAVD 88     -       275.305  (meters)     903.23   (feet)  POSTED    
 FC1212  ___________________________________________________________________
 FC1212  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC1212  DYNAMIC HT  -         275.030 (meters)     902.33  (feet)  COMP
 FC1212  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 FC1212
 FC1212  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FC1212
 FC1212.The horizontal coordinates were scaled from a topographic map and have
 FC1212.an estimated accuracy of +/- 6 seconds.
 FC1212
 FC1212.The orthometric height was determined by differential leveling
 FC1212.and adjusted by the National Geodetic Survey in 1992..
 FC1212.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FC1212.rate greater than 8.0 mm/km.
 FC1212
 FC1212.The geoid height was determined by GEOID03.
 FC1212
 FC1212.The dynamic height is computed by dividing the NAVD 88
 FC1212.geopotential number by the normal gravity value computed on the
 FC1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1212.degrees latitude (g = 980.6199 gals.).
 FC1212
 FC1212.The modeled gravity was interpolated from observed gravity values.
 FC1212
 FC1212;                    North         East    Units  Estimated Accuracy
 FC1212;SPC TN       -    85,430.      690,520.      MT  (+/- 180 meters Scaled)
 FC1212
 FC1212                          SUPERSEDED SURVEY CONTROL
 FC1212
 FC1212  NGVD 29 (??/??/92)  275.311  (m)          903.25   (f) ADJ UNCH    2 0
 FC1212
 FC1212.Superseded values are not recommended for survey control.
 FC1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1212.See file dsdata.txt to determine how the superseded data were derived.
 FC1212
 FC1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD816858(NAD 83)
 FC1212_MARKER: DD = SURVEY DISK
 FC1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1212_STAMPING: 3135
 FC1212_MARK LOGO: TNGS  
 FC1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1212+STABILITY: SURFACE MOTION
 FC1212
 FC1212  HISTORY     - Date     Condition        Report By
 FC1212  HISTORY     - UNK      MONUMENTED       TNGS
 FC1212  HISTORY     - 1962     GOOD             NGS
 FC1212  HISTORY     - 1983     POOR             NGS
 FC1212
 FC1212                          STATION DESCRIPTION
 FC1212
 FC1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1212'0.1 MI N FROM MINERAL PARK.
 FC1212'FROM THE SMALL TOWN AND CROSSROAD AT MINERAL PARK ON U.S. HIGHWAY
 FC1212'11 GO NORTH ON U.S. HIGHWAY 11 FOR 0.1 MILE TO THE MARK ON THE
 FC1212'LEFT ON THE EDGE OF THE WEST CUTBANK, 29 FEET WEST OF THE CENTER
 FC1212'OF THE HIGHWAY AND 0.4 FEET SOUTH OF A WITNESS POST.  A TENNESSEE
 FC1212'GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1212'1 FOOT AND ABOUT 3.5 FEET ABOVE THE LEVEL OF THE ROAD.  DUE TO
 FC1212'EROSION THIS MARK MAY NOT BE STABLE IN THE FUTURE.  NOTE-- T 244 THE
 FC1212'NEXT MARK ON THE LINE IS DESCRIBED FROM MC DONALD, TENNESSEE.
 FC1212
 FC1212                          STATION RECOVERY (1983)
 FC1212
 FC1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1212'RECOVERED IN POOR CONDITION, UNSTABLE, NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2262 ***********************************************************************
 GA2262  DESIGNATION -  314
 GA2262  PID         -  GA2262
 GA2262  STATE/COUNTY-  TN/UNION
 GA2262  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2262
 GA2262                         *CURRENT SURVEY CONTROL
 GA2262  ___________________________________________________________________
 GA2262* NAD 83(1986)-  36 18 02.     (N)    083 46 29.     (W)     SCALED    
 GA2262* NAVD 88     -       354.399  (meters)    1162.72   (feet)  ADJUSTED  
 GA2262  ___________________________________________________________________
 GA2262  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2262  DYNAMIC HT  -         354.075 (meters)    1161.66  (feet)  COMP
 GA2262  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2262
 GA2262  VERT ORDER  -  SECOND    CLASS 0
 GA2262
 GA2262.The horizontal coordinates were scaled from a topographic map and have
 GA2262.an estimated accuracy of +/- 6 seconds.
 GA2262
 GA2262.The orthometric height was determined by differential leveling
 GA2262.and adjusted by the National Geodetic Survey in June 1991..
 GA2262
 GA2262.The geoid height was determined by GEOID03.
 GA2262
 GA2262.The dynamic height is computed by dividing the NAVD 88
 GA2262.geopotential number by the normal gravity value computed on the
 GA2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2262.degrees latitude (g = 980.6199 gals.).
 GA2262
 GA2262.The modeled gravity was interpolated from observed gravity values.
 GA2262
 GA2262;                    North         East    Units  Estimated Accuracy
 GA2262;SPC TN       -   220,540.      799,850.      MT  (+/- 180 meters Scaled)
 GA2262
 GA2262                          SUPERSEDED SURVEY CONTROL
 GA2262
 GA2262  NGVD 29 (??/??/92)  354.479  (m)         1162.99   (f) ADJ UNCH    2 0
 GA2262
 GA2262.Superseded values are not recommended for survey control.
 GA2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2262.See file dsdata.txt to determine how the superseded data were derived.
 GA2262
 GA2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA508208(NAD 83)
 GA2262_MARKER: DD = SURVEY DISK
 GA2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2262_STAMPING: 314
 GA2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2262+STABILITY: SURFACE MOTION
 GA2262
 GA2262  HISTORY     - Date     Condition        Report By
 GA2262  HISTORY     - UNK      MONUMENTED       TNGS
 GA2262  HISTORY     - 1949     GOOD             NGS
 GA2262  HISTORY     - 1966     MARK NOT FOUND   NGS
 GA2262
 GA2262                          STATION DESCRIPTION
 GA2262
 GA2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2262'1.8 MI E FROM ESCO.
 GA2262'1.8 MILES EAST ALONG THE HICKORY VALLEY ROAD FROM THE CROSSROADS
 GA2262'AT ESCO, UNION COUNTY, 0.6 MILE SOUTHWEST OF THE OLD KATE POST
 GA2262'OFFICE SITE, 80 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 GA2262'OF A ROAD, 50 FEET SOUTHEAST OF THE SAVAGE NORTHEAST PROPERTY
 GA2262'BOUNDARY, AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A
 GA2262'STATE SURVEY STANDARD DISK, STAMPED 314 AND SET IN THE TOP
 GA2262'OF A CONCRETE POST.
 GA2262
 GA2262                          STATION RECOVERY (1966)
 GA2262
 GA2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1647 ***********************************************************************
 FC1647  DESIGNATION -  3140
 FC1647  PID         -  FC1647
 FC1647  STATE/COUNTY-  TN/BRADLEY
 FC1647  USGS QUAD   -  MC DONALD (1976)
 FC1647
 FC1647                         *CURRENT SURVEY CONTROL
 FC1647  ___________________________________________________________________
 FC1647* NAD 83(1986)-  35 06 46.     (N)    084 59 05.     (W)     SCALED    
 FC1647* NAVD 88     -       264.996  (meters)     869.41   (feet)  ADJUSTED  
 FC1647  ___________________________________________________________________
 FC1647  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC1647  DYNAMIC HT  -         264.732 (meters)     868.54  (feet)  COMP
 FC1647  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 FC1647
 FC1647  VERT ORDER  -  FIRST     CLASS II
 FC1647
 FC1647.The horizontal coordinates were scaled from a topographic map and have
 FC1647.an estimated accuracy of +/- 6 seconds.
 FC1647
 FC1647.The orthometric height was determined by differential leveling
 FC1647.and adjusted by the National Geodetic Survey in June 1991..
 FC1647
 FC1647.The geoid height was determined by GEOID03.
 FC1647
 FC1647.The dynamic height is computed by dividing the NAVD 88
 FC1647.geopotential number by the normal gravity value computed on the
 FC1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1647.degrees latitude (g = 980.6199 gals.).
 FC1647
 FC1647.The modeled gravity was interpolated from observed gravity values.
 FC1647
 FC1647;                    North         East    Units  Estimated Accuracy
 FC1647;SPC TN       -    86,960.      692,560.      MT  (+/- 180 meters Scaled)
 FC1647
 FC1647                          SUPERSEDED SURVEY CONTROL
 FC1647
 FC1647.No superseded survey control is available for this station.
 FC1647
 FC1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD836874(NAD 83)
 FC1647_MARKER: DD = SURVEY DISK
 FC1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1647_SP_SET: CONCRETE POST
 FC1647_STAMPING: 3140
 FC1647_MARK LOGO: TNGS  
 FC1647_PROJECTION: FLUSH
 FC1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1647+STABILITY: SURFACE MOTION
 FC1647
 FC1647  HISTORY     - Date     Condition        Report By
 FC1647  HISTORY     - UNK      MONUMENTED       TNGS
 FC1647  HISTORY     - 1983     GOOD             NGS
 FC1647
 FC1647                          STATION DESCRIPTION
 FC1647
 FC1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1647'IN MCDONALD.
 FC1647'IN MCDONALD, SET IN THE FRONT LAWN OF THE MCDONALD UNITED METHODIST
 FC1647'CHURCH AND ACROSS U.S. HIGHWAY 11 FROM THE POST OFFICE, 7.92 METERS
 FC1647'(26.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 11,
 FC1647'7.01 METERS (23.0 FT) EAST-NORTHEAST OF THE CENTER WALKWAY STEPS
 FC1647'LEADING TO THE MAIN ENTRANCE OF THE CHURCH, 12.80 METERS (42.0 FT)
 FC1647'SOUTH-SOUTHWEST OF THE CENTER OF TWO DOORS AT THE MAIN ENTRANCE OF THE
 FC1647'CHURCH, AND 1.22 METERS (4.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 FC1647'METAL WATER SEWER COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2260 ***********************************************************************
 GA2260  DESIGNATION -  316
 GA2260  PID         -  GA2260
 GA2260  STATE/COUNTY-  TN/UNION
 GA2260  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2260
 GA2260                         *CURRENT SURVEY CONTROL
 GA2260  ___________________________________________________________________
 GA2260* NAD 83(1986)-  36 18 41.     (N)    083 45 11.     (W)     SCALED    
 GA2260* NAVD 88     -       370.517  (meters)    1215.60   (feet)  ADJUSTED  
 GA2260  ___________________________________________________________________
 GA2260  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2260  DYNAMIC HT  -         370.180 (meters)    1214.50  (feet)  COMP
 GA2260  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA2260
 GA2260  VERT ORDER  -  SECOND    CLASS 0
 GA2260
 GA2260.The horizontal coordinates were scaled from a topographic map and have
 GA2260.an estimated accuracy of +/- 6 seconds.
 GA2260
 GA2260.The orthometric height was determined by differential leveling
 GA2260.and adjusted by the National Geodetic Survey in June 1991..
 GA2260
 GA2260.The geoid height was determined by GEOID03.
 GA2260
 GA2260.The dynamic height is computed by dividing the NAVD 88
 GA2260.geopotential number by the normal gravity value computed on the
 GA2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2260.degrees latitude (g = 980.6199 gals.).
 GA2260
 GA2260.The modeled gravity was interpolated from observed gravity values.
 GA2260
 GA2260;                    North         East    Units  Estimated Accuracy
 GA2260;SPC TN       -   221,780.      801,770.      MT  (+/- 180 meters Scaled)
 GA2260
 GA2260                          SUPERSEDED SURVEY CONTROL
 GA2260
 GA2260  NGVD 29 (??/??/92)  370.596  (m)         1215.86   (f) ADJ UNCH    2 0
 GA2260
 GA2260.Superseded values are not recommended for survey control.
 GA2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2260.See file dsdata.txt to determine how the superseded data were derived.
 GA2260
 GA2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA528220(NAD 83)
 GA2260_MARKER: DD = SURVEY DISK
 GA2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2260_STAMPING: 316
 GA2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2260+STABILITY: SURFACE MOTION
 GA2260
 GA2260  HISTORY     - Date     Condition        Report By
 GA2260  HISTORY     - UNK      MONUMENTED       TNGS
 GA2260  HISTORY     - 1966     GOOD             TNGS
 GA2260
 GA2260                          STATION DESCRIPTION
 GA2260
 GA2260'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1966
 GA2260'0.2 MI E FROM ROSE HILL.
 GA2260'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEASTERLY ON STATE
 GA2260'ROUTE 33 FOR 5.0 MILES TO THE INTERSECTION OF HICKORY VALLEY
 GA2260'ROAD ON THE RIGHT AND THE MARK ON THE LEFT, AT KYLE HOUSTONS
 GA2260'STORE.  THE MARK IS 63 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2260'STATE ROUTE 33 AND 6 FEET NORTH OF THE NORTHEAST CORNER OF
 GA2260'THE STORE.  IT IS A U.S.C. AND G.S. AND STATE SURVEY DISK SET
 GA2260'IN THE TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT PROJECTING
 GA2260'12 INCHES ABOVE THE SURFACE AND THE DISK IS STAMPED 316.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2258 ***********************************************************************
 GA2258  DESIGNATION -  317
 GA2258  PID         -  GA2258
 GA2258  STATE/COUNTY-  TN/UNION
 GA2258  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2258
 GA2258                         *CURRENT SURVEY CONTROL
 GA2258  ___________________________________________________________________
 GA2258* NAD 83(1986)-  36 19 18.     (N)    083 42 53.     (W)     SCALED    
 GA2258* NAVD 88     -       336.286  (meters)    1103.30   (feet)  ADJUSTED  
 GA2258  ___________________________________________________________________
 GA2258  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2258  DYNAMIC HT  -         335.981 (meters)    1102.30  (feet)  COMP
 GA2258  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GA2258
 GA2258  VERT ORDER  -  SECOND    CLASS 0
 GA2258
 GA2258.The horizontal coordinates were scaled from a topographic map and have
 GA2258.an estimated accuracy of +/- 6 seconds.
 GA2258
 GA2258.The orthometric height was determined by differential leveling
 GA2258.and adjusted by the National Geodetic Survey in June 1991..
 GA2258
 GA2258.The geoid height was determined by GEOID03.
 GA2258
 GA2258.The dynamic height is computed by dividing the NAVD 88
 GA2258.geopotential number by the normal gravity value computed on the
 GA2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2258.degrees latitude (g = 980.6199 gals.).
 GA2258
 GA2258.The modeled gravity was interpolated from observed gravity values.
 GA2258
 GA2258;                    North         East    Units  Estimated Accuracy
 GA2258;SPC TN       -   223,000.      805,190.      MT  (+/- 180 meters Scaled)
 GA2258
 GA2258                          SUPERSEDED SURVEY CONTROL
 GA2258
 GA2258  NGVD 29 (??/??/92)  336.365  (m)         1103.56   (f) ADJ UNCH    2 0
 GA2258
 GA2258.Superseded values are not recommended for survey control.
 GA2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2258.See file dsdata.txt to determine how the superseded data were derived.
 GA2258
 GA2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA562230(NAD 83)
 GA2258_MARKER: DD = SURVEY DISK
 GA2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2258_STAMPING: 317
 GA2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2258+STABILITY: SURFACE MOTION
 GA2258
 GA2258  HISTORY     - Date     Condition        Report By
 GA2258  HISTORY     - UNK      MONUMENTED       TNGS
 GA2258  HISTORY     - 1950     GOOD             NGS
 GA2258  HISTORY     - 1966     MARK NOT FOUND   NGS
 GA2258
 GA2258                          STATION DESCRIPTION
 GA2258
 GA2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2258'2.5 MI E FROM ROSE HILL.
 GA2258'IN UNION COUNTY, 2.5 MILES EAST ALONG THE HICKORY VALLEY ROAD
 GA2258'FROM THE CHURCH AT ROSE HILL, UNION COUNTY, 10.9 MILES WEST OF
 GA2258'THE SOUTHERN RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY,
 GA2258'2.6 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 33, 0.2 MILE
 GA2258'EAST OF BROCK SCHOOL, 275 FEET SOUTH OF THE ROAD, AT THE JUNCTION
 GA2258'OF A SIDE ROAD OVER A SMALL BRANCH PARALLELING THE MAIN ROAD,
 GA2258'210 FEET SOUTH OF THE CENTER OF A SMALL WOODEN BRIDGE, 125 FEET
 GA2258'NORTHWEST OF A WHITE HOUSE, 80 FEET NORTH OF A 10-INCH WALNUT
 GA2258'TREE, NEAR THE JUNCTION OF A DIRT ROAD, AND 6 FEET WEST OF
 GA2258'THE THIRD POLE FROM THE JUNCTION.  A STATE SURVEY STANDARD
 GA2258'DISK, STAMPED 317 AND SET IN THE TOP OF A CONCRETE POST.
 GA2258
 GA2258                          STATION RECOVERY (1966)
 GA2258
 GA2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2257 ***********************************************************************
 GA2257  DESIGNATION -  318
 GA2257  PID         -  GA2257
 GA2257  STATE/COUNTY-  TN/UNION
 GA2257  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2257
 GA2257                         *CURRENT SURVEY CONTROL
 GA2257  ___________________________________________________________________
 GA2257* NAD 83(1986)-  36 19 37.     (N)    083 42 23.     (W)     SCALED    
 GA2257* NAVD 88     -       382.591  (meters)    1255.22   (feet)  ADJUSTED  
 GA2257  ___________________________________________________________________
 GA2257  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2257  DYNAMIC HT  -         382.246 (meters)    1254.09  (feet)  COMP
 GA2257  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 GA2257
 GA2257  VERT ORDER  -  SECOND    CLASS 0
 GA2257
 GA2257.The horizontal coordinates were scaled from a topographic map and have
 GA2257.an estimated accuracy of +/- 6 seconds.
 GA2257
 GA2257.The orthometric height was determined by differential leveling
 GA2257.and adjusted by the National Geodetic Survey in June 1991..
 GA2257
 GA2257.The geoid height was determined by GEOID03.
 GA2257
 GA2257.The dynamic height is computed by dividing the NAVD 88
 GA2257.geopotential number by the normal gravity value computed on the
 GA2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2257.degrees latitude (g = 980.6199 gals.).
 GA2257
 GA2257.The modeled gravity was interpolated from observed gravity values.
 GA2257
 GA2257;                    North         East    Units  Estimated Accuracy
 GA2257;SPC TN       -   223,610.      805,920.      MT  (+/- 180 meters Scaled)
 GA2257
 GA2257                          SUPERSEDED SURVEY CONTROL
 GA2257
 GA2257  NGVD 29 (??/??/92)  382.672  (m)         1255.48   (f) ADJ UNCH    2 0
 GA2257
 GA2257.Superseded values are not recommended for survey control.
 GA2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2257.See file dsdata.txt to determine how the superseded data were derived.
 GA2257
 GA2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA570236(NAD 83)
 GA2257_MARKER: DD = SURVEY DISK
 GA2257_SETTING: 66 = SET IN ROCK OUTCROP
 GA2257_SP_SET: ROCK LEDGE
 GA2257_STAMPING: 318
 GA2257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2257+STABILITY: POSITION/ELEVATION WELL
 GA2257
 GA2257  HISTORY     - Date     Condition        Report By
 GA2257  HISTORY     - UNK      MONUMENTED       TNGS
 GA2257  HISTORY     - 1950     GOOD             NGS
 GA2257
 GA2257                          STATION DESCRIPTION
 GA2257
 GA2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2257'3.2 MI E FROM ROSE HILL.
 GA2257'IN UNION COUNTY, 3.2 MILES EAST ALONG THE HICKORY VALLEY ROAD
 GA2257'FROM THE CHURCH AT ROSE HILL, UNION COUNTY, 10.2 MILES WEST
 GA2257'OF THE SOUTHERN RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE
 GA2257'COUNTY, 3.3 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 33,
 GA2257'0.9 MILE EAST OF BROCK SCHOOL, AT A DIVIDE, BETWEEN FLINT CREEK
 GA2257'AND A SMALL BRANCH FLOWING INTO DODSON CREEK, 260 FEET SOUTH
 GA2257'OF THE HIGHEST POINT OF THE ROAD, AT THE B. NICELY PROPERTY,
 GA2257'NEAR AN OLD TWO-STORY FRAMEHOUSE, 35 FEET WEST OF THE HOUSE,
 GA2257'20 FEET SOUTHWEST OF A DOUBLE APPLE TREE, AND IN THE TOP OF
 GA2257'A ROCK LEDGE.  A STATE SURVEY STANDARD DISK, STAMPED 318.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1089 ***********************************************************************
 FC1089  DESIGNATION -  318.1
 FC1089  PID         -  FC1089
 FC1089  STATE/COUNTY-  TN/HAMILTON
 FC1089  USGS QUAD   -  SODDY (1972)
 FC1089
 FC1089                         *CURRENT SURVEY CONTROL
 FC1089  ___________________________________________________________________
 FC1089* NAD 83(1986)-  35 16 31.     (N)    085 10 19.     (W)     SCALED    
 FC1089* NAVD 88     -       242.738  (meters)     796.38   (feet)  ADJUSTED  
 FC1089  ___________________________________________________________________
 FC1089  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1089  DYNAMIC HT  -         242.496 (meters)     795.59  (feet)  COMP
 FC1089  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 FC1089
 FC1089  VERT ORDER  -  FIRST     CLASS II
 FC1089
 FC1089.The horizontal coordinates were scaled from a topographic map and have
 FC1089.an estimated accuracy of +/- 6 seconds.
 FC1089
 FC1089.The orthometric height was determined by differential leveling
 FC1089.and adjusted by the National Geodetic Survey in June 1991..
 FC1089
 FC1089.The geoid height was determined by GEOID03.
 FC1089
 FC1089.The dynamic height is computed by dividing the NAVD 88
 FC1089.geopotential number by the normal gravity value computed on the
 FC1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1089.degrees latitude (g = 980.6199 gals.).
 FC1089
 FC1089.The modeled gravity was interpolated from observed gravity values.
 FC1089
 FC1089;                    North         East    Units  Estimated Accuracy
 FC1089;SPC TN       -   104,830.      675,340.      MT  (+/- 180 meters Scaled)
 FC1089
 FC1089                          SUPERSEDED SURVEY CONTROL
 FC1089
 FC1089  NGVD 29 (??/??/92)  242.781  (m)          796.52   (f) ADJ UNCH    1 2
 FC1089
 FC1089.Superseded values are not recommended for survey control.
 FC1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1089.See file dsdata.txt to determine how the superseded data were derived.
 FC1089
 FC1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE662051(NAD 83)
 FC1089_MARKER: Z = SEE DESCRIPTION
 FC1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1089_SP_SET: SIGNAL BASE
 FC1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1089
 FC1089  HISTORY     - Date     Condition        Report By
 FC1089  HISTORY     - UNK      MONUMENTED       SOURR
 FC1089  HISTORY     - 1950     GOOD             NGS
 FC1089  HISTORY     - 20060129 MARK NOT FOUND   USPSQD
 FC1089
 FC1089                          STATION DESCRIPTION
 FC1089
 FC1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1089'1 MI S FROM SODDY.
 FC1089'ABOUT 1.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM RATHBURN
 FC1089'STATION IN SODDY, ABOUT 0.1 MILE SOUTH OF A ROAD CROSSING,
 FC1089'THE TOP OF THE NORTHEAST CORNER OF SEMAPHORE SIGNAL BASE NO. 318.1,
 FC1089'6.8 FEET WEST OF THE WEST RAIL AND ABOUT 1/2 FOOT ABOVE THE TRACK.
 FC1089
 FC1089                          STATION RECOVERY (2006)
 FC1089
 FC1089'RECOVERY NOTE BY US POWER SQUADRON 2006 (DG)
 FC1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0397 ***********************************************************************
 FC0397  DESIGNATION -  3183
 FC0397  PID         -  FC0397
 FC0397  STATE/COUNTY-  TN/BRADLEY
 FC0397  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0397
 FC0397                         *CURRENT SURVEY CONTROL
 FC0397  ___________________________________________________________________
 FC0397* NAD 83(1986)-  35 13 52.     (N)    084 48 56.     (W)     SCALED    
 FC0397* NAVD 88     -       245.977  (meters)     807.01   (feet)  ADJUSTED  
 FC0397  ___________________________________________________________________
 FC0397  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0397  DYNAMIC HT  -         245.736 (meters)     806.22  (feet)  COMP
 FC0397  MODELED GRAV-     979,647.5   (mgal)                       NAVD 88
 FC0397
 FC0397  VERT ORDER  -  FIRST     CLASS I
 FC0397
 FC0397.The horizontal coordinates were scaled from a topographic map and have
 FC0397.an estimated accuracy of +/- 6 seconds.
 FC0397
 FC0397.The orthometric height was determined by differential leveling
 FC0397.and adjusted by the National Geodetic Survey in June 1991..
 FC0397
 FC0397.The geoid height was determined by GEOID03.
 FC0397
 FC0397.The dynamic height is computed by dividing the NAVD 88
 FC0397.geopotential number by the normal gravity value computed on the
 FC0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0397.degrees latitude (g = 980.6199 gals.).
 FC0397
 FC0397.The modeled gravity was interpolated from observed gravity values.
 FC0397
 FC0397;                    North         East    Units  Estimated Accuracy
 FC0397;SPC TN       -   100,260.      707,820.      MT  (+/- 180 meters Scaled)
 FC0397
 FC0397                          SUPERSEDED SURVEY CONTROL
 FC0397
 FC0397  NGVD 29 (??/??/92)  246.005  (m)          807.10   (f) ADJ UNCH    1 1
 FC0397
 FC0397.Superseded values are not recommended for survey control.
 FC0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0397.See file dsdata.txt to determine how the superseded data were derived.
 FC0397
 FC0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE987008(NAD 83)
 FC0397_MARKER: DB = BENCH MARK DISK
 FC0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0397_STAMPING: 3183
 FC0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0397+STABILITY: SURFACE MOTION
 FC0397
 FC0397  HISTORY     - Date     Condition        Report By
 FC0397  HISTORY     - UNK      MONUMENTED       TNGS
 FC0397  HISTORY     - 1968     GOOD             NGS
 FC0397  HISTORY     - 1983     GOOD             USPSQD
 FC0397
 FC0397                          STATION DESCRIPTION
 FC0397
 FC0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0397'6 MI NE FROM CLEVELAND.
 FC0397'ABOUT 6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COUNTY
 FC0397'COURTHOUSE AT CLEVELAND, ALSO MAY BE REACHED BY GOING ABOUT 4.9
 FC0397'MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE CHARLESTON SCHOOL
 FC0397'AT CHARLESTON, ON THE SOUTHEAST SLOPE OF A 4-FOOT HIGH BANK, 86
 FC0397'FEET NORTH OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING
 FC0397'SOUTHEAST TO A RED BRICK HOUSE, 29 FEET NORTHWEST OF THE CENTER
 FC0397'LINE OF THE HIGHWAY, 3.3 FEET SOUTHEAST OF THE SOUTHEAST LEG TO THE
 FC0397'GILMAN PAINT SIGN, 0.3 FOOT SOUTHEAST OF A METAL WITNESS POST,
 FC0397'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 FC0397'A CONCRETE POST PROJECTING 1.6 FEET ABOVE THE LEVEL OF THE GROUND.
 FC0397
 FC0397                          STATION RECOVERY (1983)
 FC0397
 FC0397'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0399 ***********************************************************************
 FC0399  DESIGNATION -  3186
 FC0399  PID         -  FC0399
 FC0399  STATE/COUNTY-  TN/BRADLEY
 FC0399  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0399
 FC0399                         *CURRENT SURVEY CONTROL
 FC0399  ___________________________________________________________________
 FC0399* NAD 83(1986)-  35 14 44.     (N)    084 48 01.     (W)     SCALED    
 FC0399* NAVD 88     -       230.091  (meters)     754.89   (feet)  ADJUSTED  
 FC0399  ___________________________________________________________________
 FC0399  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0399  DYNAMIC HT  -         229.865 (meters)     754.15  (feet)  COMP
 FC0399  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 FC0399
 FC0399  VERT ORDER  -  FIRST     CLASS I
 FC0399
 FC0399.The horizontal coordinates were scaled from a topographic map and have
 FC0399.an estimated accuracy of +/- 6 seconds.
 FC0399
 FC0399.The orthometric height was determined by differential leveling
 FC0399.and adjusted by the National Geodetic Survey in June 1991..
 FC0399
 FC0399.The geoid height was determined by GEOID03.
 FC0399
 FC0399.The dynamic height is computed by dividing the NAVD 88
 FC0399.geopotential number by the normal gravity value computed on the
 FC0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0399.degrees latitude (g = 980.6199 gals.).
 FC0399
 FC0399.The modeled gravity was interpolated from observed gravity values.
 FC0399
 FC0399;                    North         East    Units  Estimated Accuracy
 FC0399;SPC TN       -   101,880.      709,190.      MT  (+/- 180 meters Scaled)
 FC0399
 FC0399                          SUPERSEDED SURVEY CONTROL
 FC0399
 FC0399  NGVD 29 (??/??/92)  230.120  (m)          754.99   (f) ADJ UNCH    1 1
 FC0399
 FC0399.Superseded values are not recommended for survey control.
 FC0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0399.See file dsdata.txt to determine how the superseded data were derived.
 FC0399
 FC0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE001024(NAD 83)
 FC0399_MARKER: DD = SURVEY DISK
 FC0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0399_STAMPING: 3186
 FC0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0399+STABILITY: SURFACE MOTION
 FC0399
 FC0399  HISTORY     - Date     Condition        Report By
 FC0399  HISTORY     - UNK      MONUMENTED       TNGS
 FC0399  HISTORY     - 1968     GOOD             NGS
 FC0399  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC0399
 FC0399                          STATION DESCRIPTION
 FC0399
 FC0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0399'3.6 MI SW FROM CHARLESTON.
 FC0399'ABOUT 3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE CHARLESTON
 FC0399'SCHOOL AT CHARLESTON, 46 FEET EAST OF THE CENTER OF THE JUNCTION
 FC0399'OF A GRAVELED ROAD LEADING SOUTHEAST, 20 FEET SOUTHEAST OF THE
 FC0399'CENTER LINE OF THE HIGHWAY, 37 1/2 FEET NORTH OF THE NORTHEAST END
 FC0399'OF A 24-INCH PIPE CULVERT UNDER THE ROAD AND IS ON THE SOUTHEAST
 FC0399'SLOPE OF THE SHOULDER OF THE HIGHWAY, 0.5 FOOT NORTH OF A METAL
 FC0399'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 FC0399'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 FC0399'LEVEL OF THE GROUND.
 FC0399
 FC0399                          STATION RECOVERY (1983)
 FC0399
 FC0399'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2256 ***********************************************************************
 GA2256  DESIGNATION -  319
 GA2256  PID         -  GA2256
 GA2256  STATE/COUNTY-  TN/UNION
 GA2256  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2256
 GA2256                         *CURRENT SURVEY CONTROL
 GA2256  ___________________________________________________________________
 GA2256* NAD 83(1986)-  36 20 06.     (N)    083 41 38.     (W)     SCALED    
 GA2256* NAVD 88     -       352.229  (meters)    1155.60   (feet)  ADJUSTED  
 GA2256  ___________________________________________________________________
 GA2256  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2256  DYNAMIC HT  -         351.912 (meters)    1154.56  (feet)  COMP
 GA2256  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 GA2256
 GA2256  VERT ORDER  -  SECOND    CLASS 0
 GA2256
 GA2256.The horizontal coordinates were scaled from a topographic map and have
 GA2256.an estimated accuracy of +/- 6 seconds.
 GA2256
 GA2256.The orthometric height was determined by differential leveling
 GA2256.and adjusted by the National Geodetic Survey in June 1991..
 GA2256
 GA2256.The geoid height was determined by GEOID03.
 GA2256
 GA2256.The dynamic height is computed by dividing the NAVD 88
 GA2256.geopotential number by the normal gravity value computed on the
 GA2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2256.degrees latitude (g = 980.6199 gals.).
 GA2256
 GA2256.The modeled gravity was interpolated from observed gravity values.
 GA2256
 GA2256;                    North         East    Units  Estimated Accuracy
 GA2256;SPC TN       -   224,530.      807,020.      MT  (+/- 180 meters Scaled)
 GA2256
 GA2256                          SUPERSEDED SURVEY CONTROL
 GA2256
 GA2256  NGVD 29 (??/??/92)  352.311  (m)         1155.87   (f) ADJ UNCH    2 0
 GA2256
 GA2256.Superseded values are not recommended for survey control.
 GA2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2256.See file dsdata.txt to determine how the superseded data were derived.
 GA2256
 GA2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA582244(NAD 83)
 GA2256_MARKER: DD = SURVEY DISK
 GA2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2256_STAMPING: 319
 GA2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2256+STABILITY: SURFACE MOTION
 GA2256
 GA2256  HISTORY     - Date     Condition        Report By
 GA2256  HISTORY     - UNK      MONUMENTED       TNGS
 GA2256  HISTORY     - 1950     GOOD             NGS
 GA2256
 GA2256                          STATION DESCRIPTION
 GA2256
 GA2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2256'4.4 MI E FROM ROSE HILL.
 GA2256'IN UNION COUNTY, 4.4 MILES EAST ALONG THE HICKORY VALLEY ROAD
 GA2256'FROM THE CHURCH AT ROSE HILL, UNION COUNTY, 9.0 MILES WEST OF THE
 GA2256'SOUTHERN RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY,
 GA2256'4.5 MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 33, 2.1
 GA2256'MILES EAST OF BROCK SCHOOL, 0.7 MILE EAST OF FLINT CREEK IN
 GA2256'A U-CURVE, 750 FEET NORTH OF A TENANT HOUSE ON THE OSCAR WALKER
 GA2256'PROPERTY, 600 FEET WEST OF THE TENNESSEE VALLEY AUTHORITY-OSCAR
 GA2256'WALKER PROPERTY LINE, 600 FEET SOUTHEAST OF A SMALL WOODEN BRIDGE
 GA2256'OVER FLINT CREEK, AT THE TOP OF A RIDGE SOUTH OF THE ROAD AND A
 GA2256'CREEK, OPPOSITE THE OSCAR WALKER WHITE HOUSE, 2 FEET EAST OF A
 GA2256'ROCK OUTCROP.  A STATE SURVEY STANDARD DISK, STAMPED 319 AND
 GA2256'SET IN THE TOP OF A CONCRETE POST.  STEEL POST WITH CONTROL-MARKER
 GA2256'SIGN SET 9.6 FEET NORTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0402 ***********************************************************************
 FC0402  DESIGNATION -  3191
 FC0402  PID         -  FC0402
 FC0402  STATE/COUNTY-  TN/BRADLEY
 FC0402  USGS QUAD   -  CHARLESTON (1980)
 FC0402
 FC0402                         *CURRENT SURVEY CONTROL
 FC0402  ___________________________________________________________________
 FC0402* NAD 83(1986)-  35 15 38.     (N)    084 46 40.     (W)     SCALED    
 FC0402* NAVD 88     -       255.336  (meters)     837.71   (feet)  ADJUSTED  
 FC0402  ___________________________________________________________________
 FC0402  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0402  DYNAMIC HT  -         255.086 (meters)     836.89  (feet)  COMP
 FC0402  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 FC0402
 FC0402  VERT ORDER  -  FIRST     CLASS I
 FC0402
 FC0402.The horizontal coordinates were scaled from a topographic map and have
 FC0402.an estimated accuracy of +/- 6 seconds.
 FC0402
 FC0402.The orthometric height was determined by differential leveling
 FC0402.and adjusted by the National Geodetic Survey in June 1991..
 FC0402
 FC0402.The geoid height was determined by GEOID03.
 FC0402
 FC0402.The dynamic height is computed by dividing the NAVD 88
 FC0402.geopotential number by the normal gravity value computed on the
 FC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0402.degrees latitude (g = 980.6199 gals.).
 FC0402
 FC0402.The modeled gravity was interpolated from observed gravity values.
 FC0402
 FC0402;                    North         East    Units  Estimated Accuracy
 FC0402;SPC TN       -   103,570.      711,220.      MT  (+/- 180 meters Scaled)
 FC0402
 FC0402                          SUPERSEDED SURVEY CONTROL
 FC0402
 FC0402  NGVD 29 (??/??/92)  255.368  (m)          837.82   (f) ADJ UNCH    1 1
 FC0402
 FC0402.Superseded values are not recommended for survey control.
 FC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0402.See file dsdata.txt to determine how the superseded data were derived.
 FC0402
 FC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE021042(NAD 83)
 FC0402_MARKER: DD = SURVEY DISK
 FC0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0402_STAMPING: 3191
 FC0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0402+STABILITY: SURFACE MOTION
 FC0402
 FC0402  HISTORY     - Date     Condition        Report By
 FC0402  HISTORY     - UNK      MONUMENTED       TNGS
 FC0402  HISTORY     - 1968     GOOD             NGS
 FC0402
 FC0402                          STATION DESCRIPTION
 FC0402
 FC0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0402'1.8 MI SW FROM CHARLESTON.
 FC0402'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0402'CHARLESTON SCHOOL AT CHARLESTON, ON TOP OF A CUT THAT IS ABOUT
 FC0402'125 YARDS LONG AND 15 FEET HIGH, 336 FEET SOUTHWEST OF THE CENTER
 FC0402'OF THE JUNCTION OF TASSO LANE, 122 FEET SOUTHEAST OF THE CENTER
 FC0402'LINE OF THE HIGHWAY, 99 FEET SOUTH OF THE EAST LEG OF A SIGN
 FC0402'(SHELL 8 MILES CHECK YOUR GAUGE), 84 1/2 FEET EAST OF THE SECOND
 FC0402'POWER POLE SOUTHWEST OF THE JUNCTION, 1.9 FEET WEST OF A METAL
 FC0402'WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 FC0402'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 FC0402'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0403 ***********************************************************************
 FC0403  DESIGNATION -  3192
 FC0403  PID         -  FC0403
 FC0403  STATE/COUNTY-  TN/BRADLEY
 FC0403  USGS QUAD   -  CHARLESTON (1980)
 FC0403
 FC0403                         *CURRENT SURVEY CONTROL
 FC0403  ___________________________________________________________________
 FC0403* NAD 83(1986)-  35 15 53.     (N)    084 46 18.     (W)     SCALED    
 FC0403* NAVD 88     -       242.223  (meters)     794.69   (feet)  ADJUSTED  
 FC0403  ___________________________________________________________________
 FC0403  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0403  DYNAMIC HT  -         241.986 (meters)     793.92  (feet)  COMP
 FC0403  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 FC0403
 FC0403  VERT ORDER  -  FIRST     CLASS I
 FC0403
 FC0403.The horizontal coordinates were scaled from a topographic map and have
 FC0403.an estimated accuracy of +/- 6 seconds.
 FC0403
 FC0403.The orthometric height was determined by differential leveling
 FC0403.and adjusted by the National Geodetic Survey in June 1991..
 FC0403
 FC0403.The geoid height was determined by GEOID03.
 FC0403
 FC0403.The dynamic height is computed by dividing the NAVD 88
 FC0403.geopotential number by the normal gravity value computed on the
 FC0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0403.degrees latitude (g = 980.6199 gals.).
 FC0403
 FC0403.The modeled gravity was interpolated from observed gravity values.
 FC0403
 FC0403;                    North         East    Units  Estimated Accuracy
 FC0403;SPC TN       -   104,040.      711,770.      MT  (+/- 180 meters Scaled)
 FC0403
 FC0403                          SUPERSEDED SURVEY CONTROL
 FC0403
 FC0403  NGVD 29 (??/??/92)  242.256  (m)          794.80   (f) ADJ UNCH    1 1
 FC0403
 FC0403.Superseded values are not recommended for survey control.
 FC0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0403.See file dsdata.txt to determine how the superseded data were derived.
 FC0403
 FC0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE026046(NAD 83)
 FC0403_MARKER: DD = SURVEY DISK
 FC0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0403_STAMPING: 3192
 FC0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0403+STABILITY: SURFACE MOTION
 FC0403
 FC0403  HISTORY     - Date     Condition        Report By
 FC0403  HISTORY     - UNK      MONUMENTED       TNGS
 FC0403  HISTORY     - 1968     GOOD             NGS
 FC0403
 FC0403                          STATION DESCRIPTION
 FC0403
 FC0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0403'1.4 MI SW FROM CHARLESTON.
 FC0403'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0403'CHARLESTON SCHOOL AT CHARLESTON, ABOUT 0.1 MILE NORTHEAST OF THE
 FC0403'JUNCTION OF A BLACKTOP ROAD LEADING SOUTHEAST, IN THE EDGE OF
 FC0403'A FIELD, ON TOP OF A SHORT 6-FOOT HIGH CUT, 231 FEET SOUTHWEST
 FC0403'OF THE WEST CORNER OF A SMALL SQUARE HOUSE WITH A POINTED METAL
 FC0403'ROOF, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 32
 FC0403'FEET SOUTH OF A 5-INCH TREE THAT STANDS ON THE TOP EDGE OF THE
 FC0403'CUT, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE
 FC0403'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0403'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0405 ***********************************************************************
 FC0405  DESIGNATION -  3193
 FC0405  PID         -  FC0405
 FC0405  STATE/COUNTY-  TN/BRADLEY
 FC0405  USGS QUAD   -  CHARLESTON (1980)
 FC0405
 FC0405                         *CURRENT SURVEY CONTROL
 FC0405  ___________________________________________________________________
 FC0405* NAD 83(1986)-  35 16 14.     (N)    084 45 52.     (W)     SCALED    
 FC0405* NAVD 88     -       223.299  (meters)     732.61   (feet)  ADJUSTED  
 FC0405  ___________________________________________________________________
 FC0405  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0405  DYNAMIC HT  -         223.081 (meters)     731.89  (feet)  COMP
 FC0405  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FC0405
 FC0405  VERT ORDER  -  SECOND    CLASS 0
 FC0405
 FC0405.The horizontal coordinates were scaled from a topographic map and have
 FC0405.an estimated accuracy of +/- 6 seconds.
 FC0405
 FC0405.The orthometric height was determined by differential leveling
 FC0405.and adjusted by the National Geodetic Survey in June 1991..
 FC0405
 FC0405.The geoid height was determined by GEOID03.
 FC0405
 FC0405.The dynamic height is computed by dividing the NAVD 88
 FC0405.geopotential number by the normal gravity value computed on the
 FC0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0405.degrees latitude (g = 980.6199 gals.).
 FC0405
 FC0405.The modeled gravity was interpolated from observed gravity values.
 FC0405
 FC0405;                    North         East    Units  Estimated Accuracy
 FC0405;SPC TN       -   104,700.      712,420.      MT  (+/- 180 meters Scaled)
 FC0405
 FC0405                          SUPERSEDED SURVEY CONTROL
 FC0405
 FC0405  NGVD 29 (??/??/92)  223.352  (m)          732.78   (f) ADJ UNCH    2 0
 FC0405
 FC0405.Superseded values are not recommended for survey control.
 FC0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0405.See file dsdata.txt to determine how the superseded data were derived.
 FC0405
 FC0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE033053(NAD 83)
 FC0405_MARKER: DD = SURVEY DISK
 FC0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0405_STAMPING: 3193
 FC0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0405+STABILITY: SURFACE MOTION
 FC0405
 FC0405  HISTORY     - Date     Condition        Report By
 FC0405  HISTORY     - UNK      MONUMENTED       TNGS
 FC0405  HISTORY     - 1965     MARK NOT FOUND   NGS
 FC0405  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0405
 FC0405                          STATION DESCRIPTION
 FC0405
 FC0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0405'1.2 MI SW FROM CHARLESTON.
 FC0405'SEARCHED FOR AND NOT RECOVERED.  THE TRACKS HAVE BEEN RAISED
 FC0405'APPROXIMATELY TWO FEET IN THIS AREA, AND THE FARM ROAD CROSSING
 FC0405'HAS BEEN REBUILT AT THE SAME LOCATION.  1.2 MILES SOUTHWEST
 FC0405'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT CHARLESTON,
 FC0405'BRADLEY COUNTY, 4 RAILS SOUTH OF MILEPOST 202, 450 FEET EAST OF
 FC0405'A HIGHWAY AND THE EPPERSON FARM, 8 RAILS SOUTH OF A FARM-ROAD
 FC0405'CROSSING, 6.3 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE
 FC0405'TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 3193 AND
 FC0405'SET IN THE TOP OF A CONCRETE POST.
 FC0405
 FC0405                          STATION RECOVERY (1968)
 FC0405
 FC0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0409 ***********************************************************************
 FC0409  DESIGNATION -  3194
 FC0409  PID         -  FC0409
 FC0409  STATE/COUNTY-  TN/BRADLEY
 FC0409  USGS QUAD   -  CHARLESTON (1980)
 FC0409
 FC0409                         *CURRENT SURVEY CONTROL
 FC0409  ___________________________________________________________________
 FC0409* NAD 83(1986)-  35 17 06.     (N)    084 45 17.     (W)     SCALED    
 FC0409* NAVD 88     -       216.988  (meters)     711.90   (feet)  ADJUSTED  
 FC0409  ___________________________________________________________________
 FC0409  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0409  DYNAMIC HT  -         216.776 (meters)     711.21  (feet)  COMP
 FC0409  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0409
 FC0409  VERT ORDER  -  SECOND    CLASS 0
 FC0409
 FC0409.The horizontal coordinates were scaled from a topographic map and have
 FC0409.an estimated accuracy of +/- 6 seconds.
 FC0409
 FC0409.The orthometric height was determined by differential leveling
 FC0409.and adjusted by the National Geodetic Survey in June 1991..
 FC0409
 FC0409.The geoid height was determined by GEOID03.
 FC0409
 FC0409.The dynamic height is computed by dividing the NAVD 88
 FC0409.geopotential number by the normal gravity value computed on the
 FC0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0409.degrees latitude (g = 980.6199 gals.).
 FC0409
 FC0409.The modeled gravity was interpolated from observed gravity values.
 FC0409
 FC0409;                    North         East    Units  Estimated Accuracy
 FC0409;SPC TN       -   106,310.      713,280.      MT  (+/- 180 meters Scaled)
 FC0409
 FC0409                          SUPERSEDED SURVEY CONTROL
 FC0409
 FC0409  NGVD 29 (??/??/92)  217.044  (m)          712.09   (f) ADJ UNCH    2 0
 FC0409
 FC0409.Superseded values are not recommended for survey control.
 FC0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0409.See file dsdata.txt to determine how the superseded data were derived.
 FC0409
 FC0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE041069(NAD 83)
 FC0409_MARKER: DD = SURVEY DISK
 FC0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0409_STAMPING: 3194
 FC0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0409+STABILITY: SURFACE MOTION
 FC0409
 FC0409  HISTORY     - Date     Condition        Report By
 FC0409  HISTORY     - UNK      MONUMENTED       TNGS
 FC0409  HISTORY     - 1965     GOOD             NGS
 FC0409  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0409
 FC0409                          STATION DESCRIPTION
 FC0409
 FC0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0409'AT CHARLESTON.
 FC0409'AT CHARLESTON, BRADLEY COUNTY, 310 FEET SOUTH OF THE SOUTHERN
 FC0409'RAILWAY STATION, 15.5 FEET EAST OF THE EAST RAIL, AND ABOUT
 FC0409'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STATE SURVEY STANDARD
 FC0409'DISK, STAMPED 1394 AND SET IN THE TOP OF A CONCRETE POST.
 FC0409
 FC0409                          STATION RECOVERY (1968)
 FC0409
 FC0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3032 ***********************************************************************
 GA3032  DESIGNATION -  32 1
 GA3032  PID         -  GA3032
 GA3032  STATE/COUNTY-  TN/CLAIBORNE
 GA3032  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3032
 GA3032                         *CURRENT SURVEY CONTROL
 GA3032  ___________________________________________________________________
 GA3032* NAD 83(1986)-  36 34 53.     (N)    083 39 24.     (W)     SCALED    
 GA3032* NAVD 88     -       409.947  (meters)    1344.97   (feet)  ADJUSTED  
 GA3032  ___________________________________________________________________
 GA3032  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA3032  DYNAMIC HT  -         409.587 (meters)    1343.79  (feet)  COMP
 GA3032  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GA3032
 GA3032  VERT ORDER  -  SECOND    CLASS 0
 GA3032
 GA3032.The horizontal coordinates were scaled from a topographic map and have
 GA3032.an estimated accuracy of +/- 6 seconds.
 GA3032
 GA3032.The orthometric height was determined by differential leveling
 GA3032.and adjusted by the National Geodetic Survey in June 1991..
 GA3032
 GA3032.The geoid height was determined by GEOID03.
 GA3032
 GA3032.The dynamic height is computed by dividing the NAVD 88
 GA3032.geopotential number by the normal gravity value computed on the
 GA3032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3032.degrees latitude (g = 980.6199 gals.).
 GA3032
 GA3032.The modeled gravity was interpolated from observed gravity values.
 GA3032
 GA3032;                    North         East    Units  Estimated Accuracy
 GA3032;SPC TN       -   251,940.      809,710.      MT  (+/- 180 meters Scaled)
 GA3032
 GA3032                          SUPERSEDED SURVEY CONTROL
 GA3032
 GA3032  NGVD 29 (??/??/92)  410.081  (m)         1345.41   (f) ADJ UNCH    2 0
 GA3032
 GA3032.Superseded values are not recommended for survey control.
 GA3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3032.See file dsdata.txt to determine how the superseded data were derived.
 GA3032
 GA3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA623517(NAD 83)
 GA3032_MARKER: DD = SURVEY DISK
 GA3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3032_STAMPING: 32-1 1963
 GA3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3032+STABILITY: SURFACE MOTION
 GA3032
 GA3032  HISTORY     - Date     Condition        Report By
 GA3032  HISTORY     - 1963     MONUMENTED       TNHD
 GA3032  HISTORY     - 20050527 MARK NOT FOUND   USPSQD
 GA3032
 GA3032                          STATION DESCRIPTION
 GA3032
 GA3032'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3032'1.8 MI S FROM CUMBERLAND GAP.
 GA3032'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTH ON U.S. HIGHWAY
 GA3032'25E FOR 1.8 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA3032'ACROSS FROM THE ENTRANCE TO LINCOLN MEMORIAL UNIVERSITY, 18.6
 GA3032'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 1 FOOT WEST OF
 GA3032'A POWER POLE, 30 FEET SOUTH OF A SIDE ROAD LEADING EAST AND 2
 GA3032'FEET SOUTHWEST OF A WITNESS SIGN.  THE MARK IS A STANDARD
 GA3032'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GA3032'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA3032
 GA3032                          STATION RECOVERY (2005)
 GA3032
 GA3032'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 GA3032'MARKER IS PRESUMED BURIED. ROUTE 25 IS NOW A 60 FOOT WIDE -FOUR LANE
 GA3032'HIGHWAY AT THIS SITE. THIS WOULD COVER THE SITE WITH THE EASTERY LANE
 GA3032'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2107 ***********************************************************************
 GA2107  DESIGNATION -  32 10
 GA2107  PID         -  GA2107
 GA2107  STATE/COUNTY-  TN/CLAIBORNE
 GA2107  USGS QUAD   -  HOWARD QUARTER (1971)
 GA2107
 GA2107                         *CURRENT SURVEY CONTROL
 GA2107  ___________________________________________________________________
 GA2107* NAD 83(1986)-  36 24 03.     (N)    083 27 31.     (W)     SCALED    
 GA2107* NAVD 88     -       320.129  (meters)    1050.29   (feet)  ADJUSTED  
 GA2107  ___________________________________________________________________
 GA2107  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA2107  DYNAMIC HT  -         319.842 (meters)    1049.35  (feet)  COMP
 GA2107  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GA2107
 GA2107  VERT ORDER  -  SECOND    CLASS 0
 GA2107
 GA2107.The horizontal coordinates were scaled from a topographic map and have
 GA2107.an estimated accuracy of +/- 6 seconds.
 GA2107
 GA2107.The orthometric height was determined by differential leveling
 GA2107.and adjusted by the National Geodetic Survey in June 1991..
 GA2107
 GA2107.The geoid height was determined by GEOID03.
 GA2107
 GA2107.The dynamic height is computed by dividing the NAVD 88
 GA2107.geopotential number by the normal gravity value computed on the
 GA2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2107.degrees latitude (g = 980.6199 gals.).
 GA2107
 GA2107.The modeled gravity was interpolated from observed gravity values.
 GA2107
 GA2107;                    North         East    Units  Estimated Accuracy
 GA2107;SPC TN       -   232,350.      827,950.      MT  (+/- 180 meters Scaled)
 GA2107
 GA2107                          SUPERSEDED SURVEY CONTROL
 GA2107
 GA2107  NGVD 29 (??/??/92)  320.251  (m)         1050.69   (f) ADJ UNCH    2 0
 GA2107
 GA2107.Superseded values are not recommended for survey control.
 GA2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2107.See file dsdata.txt to determine how the superseded data were derived.
 GA2107
 GA2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA795312(NAD 83)
 GA2107_MARKER: DD = SURVEY DISK
 GA2107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2107_SP_SET: BRIDGE
 GA2107_STAMPING: 32-10 1963
 GA2107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2107
 GA2107  HISTORY     - Date     Condition        Report By
 GA2107  HISTORY     - 1963     MONUMENTED       TNGS
 GA2107
 GA2107                          STATION DESCRIPTION
 GA2107
 GA2107'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2107'4.3 MI SW FROM THORN HILL.
 GA2107'FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST FOR 4.3 MILES
 GA2107'ON U.S. HIGHWAY 25E TO THE MARK ON THE LEFT.  THE MARK IS
 GA2107'CEMENTED IN A DRILLED HOLE 6 INCHES NORTHWEST FROM THE SOUTHEAST
 GA2107'END OF THE BRIDGE SPANNING CLINCH RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3250 ***********************************************************************
 GA3250  DESIGNATION -  32 11 RESET
 GA3250  PID         -  GA3250
 GA3250  STATE/COUNTY-  TN/GRAINGER
 GA3250  USGS QUAD   -  HOWARD QUARTER (1971)
 GA3250
 GA3250                         *CURRENT SURVEY CONTROL
 GA3250  ___________________________________________________________________
 GA3250* NAD 83(1986)-  36 22 36.     (N)    083 26 45.     (W)     SCALED    
 GA3250* NAVD 88     -       315.87   (meters)    1036.3    (feet)  RESET     
 GA3250  ___________________________________________________________________
 GA3250  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA3250
 GA3250  VERT ORDER  -  THIRD
 GA3250
 GA3250.The horizontal coordinates were scaled from a topographic map and have
 GA3250.an estimated accuracy of +/- 6 seconds.
 GA3250
 GA3250.The orthometric height was computed from unverified reset data.
 GA3250.No vertical observational check was made to the station.
 GA3250
 GA3250.The geoid height was determined by GEOID03.
 GA3250
 GA3250;                    North         East    Units  Estimated Accuracy
 GA3250;SPC TN       -   229,700.      829,170.      MT  (+/- 180 meters Scaled)
 GA3250
 GA3250                          SUPERSEDED SURVEY CONTROL
 GA3250
 GA3250  NGVD 29 (10/12/01)  315.99   (m)         1036.7    (f) RESET       3  
 GA3250
 GA3250.Superseded values are not recommended for survey control.
 GA3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3250.See file dsdata.txt to determine how the superseded data were derived.
 GA3250
 GA3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA805285(NAD 83)
 GA3250_MARKER: DB = BENCH MARK DISK
 GA3250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GA3250_SP_SET: ABUTMENT
 GA3250_STAMPING: 3211 TNHD RESET 1980
 GA3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3250+STABILITY: SURFACE MOTION
 GA3250
 GA3250  HISTORY     - Date     Condition        Report By
 GA3250  HISTORY     - 1980     MONUMENTED       NGS
 GA3250
 GA3250                          STATION DESCRIPTION
 GA3250
 GA3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3250'2.4 MI NW FROM THORN HILL.
 GA3250'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 25 EAST FROM THE POST OFFICE
 GA3250'IN THORN HILL, IN THE NORTHWEST ABUTMENT OF A LARGE CONCRETE BRIDGE,
 GA3250'46 FEET WEST OF THE CENTER OF THE BRIDGE, 23 FEET WEST OF THE
 GA3250'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY AND ABOUT 17
 GA3250'FEET LOWER THAN THE DECK OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2110 ***********************************************************************
 GA2110  DESIGNATION -  32 12
 GA2110  PID         -  GA2110
 GA2110  STATE/COUNTY-  TN/GRAINGER
 GA2110  USGS QUAD   -  AVONDALE (1979)
 GA2110
 GA2110                         *CURRENT SURVEY CONTROL
 GA2110  ___________________________________________________________________
 GA2110* NAD 83(1986)-  36 21 54.     (N)    083 26 01.     (W)     SCALED    
 GA2110* NAVD 88     -       362.341  (meters)    1188.78   (feet)  ADJUSTED  
 GA2110  ___________________________________________________________________
 GA2110  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2110  DYNAMIC HT  -         362.013 (meters)    1187.70  (feet)  COMP
 GA2110  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 GA2110
 GA2110  VERT ORDER  -  SECOND    CLASS 0
 GA2110
 GA2110.The horizontal coordinates were scaled from a topographic map and have
 GA2110.an estimated accuracy of +/- 6 seconds.
 GA2110
 GA2110.The orthometric height was determined by differential leveling
 GA2110.and adjusted by the National Geodetic Survey in June 1991..
 GA2110
 GA2110.The geoid height was determined by GEOID03.
 GA2110
 GA2110.The dynamic height is computed by dividing the NAVD 88
 GA2110.geopotential number by the normal gravity value computed on the
 GA2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2110.degrees latitude (g = 980.6199 gals.).
 GA2110
 GA2110.The modeled gravity was interpolated from observed gravity values.
 GA2110
 GA2110;                    North         East    Units  Estimated Accuracy
 GA2110;SPC TN       -   228,440.      830,300.      MT  (+/- 180 meters Scaled)
 GA2110
 GA2110                          SUPERSEDED SURVEY CONTROL
 GA2110
 GA2110  NGVD 29 (??/??/92)  362.462  (m)         1189.18   (f) ADJ UNCH    2 0
 GA2110
 GA2110.Superseded values are not recommended for survey control.
 GA2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2110.See file dsdata.txt to determine how the superseded data were derived.
 GA2110
 GA2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA816271(NAD 83)
 GA2110_MARKER: DD = SURVEY DISK
 GA2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2110_STAMPING: 32-12 1963
 GA2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2110+STABILITY: SURFACE MOTION
 GA2110
 GA2110  HISTORY     - Date     Condition        Report By
 GA2110  HISTORY     - 1963     MONUMENTED       TNGS
 GA2110
 GA2110                          STATION DESCRIPTION
 GA2110
 GA2110'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2110'1.3 MI NW FROM THORN HILL.
 GA2110'FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST ON U.S. HIGHWAY
 GA2110'25E FOR 1.3 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA2110'25 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 25E AND
 GA2110'83 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE.
 GA2110'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2110'IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA2110'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2114 ***********************************************************************
 GA2114  DESIGNATION -  32 13
 GA2114  PID         -  GA2114
 GA2114  STATE/COUNTY-  TN/GRAINGER
 GA2114  USGS QUAD   -  AVONDALE (1979)
 GA2114
 GA2114                         *CURRENT SURVEY CONTROL
 GA2114  ___________________________________________________________________
 GA2114* NAD 83(1986)-  36 21 12.     (N)    083 24 40.     (W)     SCALED    
 GA2114* NAVD 88     -       497.038  (meters)    1630.70   (feet)  ADJUSTED  
 GA2114  ___________________________________________________________________
 GA2114  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2114  DYNAMIC HT  -         496.579 (meters)    1629.19  (feet)  COMP
 GA2114  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 GA2114
 GA2114  VERT ORDER  -  SECOND    CLASS 0
 GA2114
 GA2114.The horizontal coordinates were scaled from a topographic map and have
 GA2114.an estimated accuracy of +/- 6 seconds.
 GA2114
 GA2114.The orthometric height was determined by differential leveling
 GA2114.and adjusted by the National Geodetic Survey in June 1991..
 GA2114
 GA2114.The geoid height was determined by GEOID03.
 GA2114
 GA2114.The dynamic height is computed by dividing the NAVD 88
 GA2114.geopotential number by the normal gravity value computed on the
 GA2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2114.degrees latitude (g = 980.6199 gals.).
 GA2114
 GA2114.The modeled gravity was interpolated from observed gravity values.
 GA2114
 GA2114;                    North         East    Units  Estimated Accuracy
 GA2114;SPC TN       -   227,190.      832,350.      MT  (+/- 180 meters Scaled)
 GA2114
 GA2114                          SUPERSEDED SURVEY CONTROL
 GA2114
 GA2114  NGVD 29 (??/??/92)  497.153  (m)         1631.08   (f) ADJ UNCH    2 0
 GA2114
 GA2114.Superseded values are not recommended for survey control.
 GA2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2114.See file dsdata.txt to determine how the superseded data were derived.
 GA2114
 GA2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA836258(NAD 83)
 GA2114_MARKER: DD = SURVEY DISK
 GA2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2114_STAMPING: 32-13 1963
 GA2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2114+STABILITY: SURFACE MOTION
 GA2114
 GA2114  HISTORY     - Date     Condition        Report By
 GA2114  HISTORY     - 1963     MONUMENTED       TNGS
 GA2114
 GA2114                          STATION DESCRIPTION
 GA2114
 GA2114'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2114'1 MI SW FROM THORN HILL.
 GA2114'FROM THE POST OFFICE IN THORN HILL, GO SOUTHWEST ON U.S. HIGHWAY
 GA2114'25E FOR 1 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA2114'53.5 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 25E,
 GA2114'1.5 FEET SOUTHWEST OF A TELEPHONE POLE, 7 FEET SOUTH OF THE
 GA2114'CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTHWEST OF A WITNESS
 GA2114'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2114'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2114'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2116 ***********************************************************************
 GA2116  DESIGNATION -  32 14
 GA2116  PID         -  GA2116
 GA2116  STATE/COUNTY-  TN/GRAINGER
 GA2116  USGS QUAD   -  AVONDALE (1979)
 GA2116
 GA2116                         *CURRENT SURVEY CONTROL
 GA2116  ___________________________________________________________________
 GA2116* NAD 83(1986)-  36 21 05.     (N)    083 23 01.     (W)     SCALED    
 GA2116* NAVD 88     -       518.712  (meters)    1701.81   (feet)  ADJUSTED  
 GA2116  ___________________________________________________________________
 GA2116  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA2116  DYNAMIC HT  -         518.235 (meters)    1700.24  (feet)  COMP
 GA2116  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 GA2116
 GA2116  VERT ORDER  -  SECOND    CLASS 0
 GA2116
 GA2116.The horizontal coordinates were scaled from a topographic map and have
 GA2116.an estimated accuracy of +/- 6 seconds.
 GA2116
 GA2116.The orthometric height was determined by differential leveling
 GA2116.and adjusted by the National Geodetic Survey in June 1991..
 GA2116
 GA2116.The geoid height was determined by GEOID03.
 GA2116
 GA2116.The dynamic height is computed by dividing the NAVD 88
 GA2116.geopotential number by the normal gravity value computed on the
 GA2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2116.degrees latitude (g = 980.6199 gals.).
 GA2116
 GA2116.The modeled gravity was interpolated from observed gravity values.
 GA2116
 GA2116;                    North         East    Units  Estimated Accuracy
 GA2116;SPC TN       -   227,040.      834,820.      MT  (+/- 180 meters Scaled)
 GA2116
 GA2116                          SUPERSEDED SURVEY CONTROL
 GA2116
 GA2116  NGVD 29 (??/??/92)  518.832  (m)         1702.20   (f) ADJ UNCH    2 0
 GA2116
 GA2116.Superseded values are not recommended for survey control.
 GA2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2116.See file dsdata.txt to determine how the superseded data were derived.
 GA2116
 GA2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA861255(NAD 83)
 GA2116_MARKER: DD = SURVEY DISK
 GA2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2116_STAMPING: 32-14 1963
 GA2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2116+STABILITY: SURFACE MOTION
 GA2116
 GA2116  HISTORY     - Date     Condition        Report By
 GA2116  HISTORY     - 1963     MONUMENTED       TNGS
 GA2116
 GA2116                          STATION DESCRIPTION
 GA2116
 GA2116'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2116'3 MI SW FROM THORN HILL.
 GA2116'FROM THE POST OFFICE IN THORN HILL, GO SOUTHWEST ON U.S. HIGHWAY
 GA2116'25E FOR 3.0 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA2116'17 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 25E, 1 FOOT
 GA2116'NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A WITNESS SIGN.
 GA2116'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2116'IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA2116'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2120 ***********************************************************************
 GA2120  DESIGNATION -  32 15
 GA2120  PID         -  GA2120
 GA2120  STATE/COUNTY-  TN/GRAINGER
 GA2120  USGS QUAD   -  BEAN STATION (1976)
 GA2120
 GA2120                         *CURRENT SURVEY CONTROL
 GA2120  ___________________________________________________________________
 GA2120* NAD 83(1986)-  36 21 28.     (N)    083 21 11.     (W)     SCALED    
 GA2120* NAVD 88     -       367.150  (meters)    1204.56   (feet)  ADJUSTED  
 GA2120  ___________________________________________________________________
 GA2120  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA2120  DYNAMIC HT  -         366.817 (meters)    1203.47  (feet)  COMP
 GA2120  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 GA2120
 GA2120  VERT ORDER  -  SECOND    CLASS 0
 GA2120
 GA2120.The horizontal coordinates were scaled from a topographic map and have
 GA2120.an estimated accuracy of +/- 6 seconds.
 GA2120
 GA2120.The orthometric height was determined by differential leveling
 GA2120.and adjusted by the National Geodetic Survey in June 1991..
 GA2120
 GA2120.The geoid height was determined by GEOID03.
 GA2120
 GA2120.The dynamic height is computed by dividing the NAVD 88
 GA2120.geopotential number by the normal gravity value computed on the
 GA2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2120.degrees latitude (g = 980.6199 gals.).
 GA2120
 GA2120.The modeled gravity was interpolated from observed gravity values.
 GA2120
 GA2120;                    North         East    Units  Estimated Accuracy
 GA2120;SPC TN       -   227,830.      837,540.      MT  (+/- 180 meters Scaled)
 GA2120
 GA2120                          SUPERSEDED SURVEY CONTROL
 GA2120
 GA2120  NGVD 29 (??/??/92)  367.278  (m)         1204.98   (f) ADJ UNCH    2 0
 GA2120
 GA2120.Superseded values are not recommended for survey control.
 GA2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2120.See file dsdata.txt to determine how the superseded data were derived.
 GA2120
 GA2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA888262(NAD 83)
 GA2120_MARKER: DD = SURVEY DISK
 GA2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2120_STAMPING: 32-15 1963
 GA2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2120+STABILITY: SURFACE MOTION
 GA2120
 GA2120  HISTORY     - Date     Condition        Report By
 GA2120  HISTORY     - 1963     MONUMENTED       TNGS
 GA2120
 GA2120                          STATION DESCRIPTION
 GA2120
 GA2120'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2120'4.8 MI SW FROM THORN HILL.
 GA2120'FROM THE POST OFFICE IN THORN HILL, GO SOUTHWEST ON U.S. HIGHWAY
 GA2120'25E FOR 4.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA2120'18 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 25E, 1.5 FEET
 GA2120'WEST OF A ROADSIDE PARK SIGN AND 62 FEET WEST OF THE WEST END
 GA2120'OF A GUARD RAIL.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2120'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GA2120'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2121 ***********************************************************************
 GA2121  DESIGNATION -  32 16
 GA2121  PID         -  GA2121
 GA2121  STATE/COUNTY-  TN/GRAINGER
 GA2121  USGS QUAD   -  BEAN STATION (1976)
 GA2121
 GA2121                         *CURRENT SURVEY CONTROL
 GA2121  ___________________________________________________________________
 GA2121* NAD 83(1986)-  36 21 34.     (N)    083 20 14.     (W)     SCALED    
 GA2121* NAVD 88     -       336.547  (meters)    1104.15   (feet)  ADJUSTED  
 GA2121  ___________________________________________________________________
 GA2121  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA2121  DYNAMIC HT  -         336.242 (meters)    1103.15  (feet)  COMP
 GA2121  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 GA2121
 GA2121  VERT ORDER  -  SECOND    CLASS 0
 GA2121
 GA2121.The horizontal coordinates were scaled from a topographic map and have
 GA2121.an estimated accuracy of +/- 6 seconds.
 GA2121
 GA2121.The orthometric height was determined by differential leveling
 GA2121.and adjusted by the National Geodetic Survey in June 1991..
 GA2121
 GA2121.The geoid height was determined by GEOID03.
 GA2121
 GA2121.The dynamic height is computed by dividing the NAVD 88
 GA2121.geopotential number by the normal gravity value computed on the
 GA2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2121.degrees latitude (g = 980.6199 gals.).
 GA2121
 GA2121.The modeled gravity was interpolated from observed gravity values.
 GA2121
 GA2121;                    North         East    Units  Estimated Accuracy
 GA2121;SPC TN       -   228,050.      838,960.      MT  (+/- 180 meters Scaled)
 GA2121
 GA2121                          SUPERSEDED SURVEY CONTROL
 GA2121
 GA2121  NGVD 29 (??/??/92)  336.678  (m)         1104.58   (f) ADJ UNCH    2 0
 GA2121
 GA2121.Superseded values are not recommended for survey control.
 GA2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2121.See file dsdata.txt to determine how the superseded data were derived.
 GA2121
 GA2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA902263(NAD 83)
 GA2121_MARKER: DD = SURVEY DISK
 GA2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2121_STAMPING: 32-16 1963
 GA2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2121+STABILITY: SURFACE MOTION
 GA2121
 GA2121  HISTORY     - Date     Condition        Report By
 GA2121  HISTORY     - 1963     MONUMENTED       TNGS
 GA2121
 GA2121                          STATION DESCRIPTION
 GA2121
 GA2121'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2121'5.8 MI SW FROM THORN HILL.
 GA2121'FROM THE POST OFFICE IN THORN HILL GO SOUTHWEST ON U.S. HIGHWAY
 GA2121'25E FOR 5.8 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA2121'AT A ROADSIDE PARK, 31 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 GA2121'HIGHWAY 25E, 1 FOOT SOUTHWEST OF A TELEPHONE POLE AND 15 FEET
 GA2121'SOUTH OF A 12-INCH PINE TREE.  THE MARK IS A STANDARD TENNESSEE
 GA2121'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GA2121'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2128 ***********************************************************************
 GA2128  DESIGNATION -  32 17
 GA2128  PID         -  GA2128
 GA2128  STATE/COUNTY-  TN/GRAINGER
 GA2128  USGS QUAD   -  BEAN STATION (1976)
 GA2128
 GA2128                         *CURRENT SURVEY CONTROL
 GA2128  ___________________________________________________________________
 GA2128* NAD 83(1986)-  36 20 50.     (N)    083 18 28.     (W)     SCALED    
 GA2128* NAVD 88     -       330.436  (meters)    1084.11   (feet)  ADJUSTED  
 GA2128  ___________________________________________________________________
 GA2128  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA2128  DYNAMIC HT  -         330.138 (meters)    1083.13  (feet)  COMP
 GA2128  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 GA2128
 GA2128  VERT ORDER  -  SECOND    CLASS 0
 GA2128
 GA2128.The horizontal coordinates were scaled from a topographic map and have
 GA2128.an estimated accuracy of +/- 6 seconds.
 GA2128
 GA2128.The orthometric height was determined by differential leveling
 GA2128.and adjusted by the National Geodetic Survey in June 1991..
 GA2128
 GA2128.The geoid height was determined by GEOID03.
 GA2128
 GA2128.The dynamic height is computed by dividing the NAVD 88
 GA2128.geopotential number by the normal gravity value computed on the
 GA2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2128.degrees latitude (g = 980.6199 gals.).
 GA2128
 GA2128.The modeled gravity was interpolated from observed gravity values.
 GA2128
 GA2128;                    North         East    Units  Estimated Accuracy
 GA2128;SPC TN       -   226,770.      841,640.      MT  (+/- 180 meters Scaled)
 GA2128
 GA2128                          SUPERSEDED SURVEY CONTROL
 GA2128
 GA2128  NGVD 29 (??/??/92)  330.572  (m)         1084.55   (f) ADJ UNCH    2 0
 GA2128
 GA2128.Superseded values are not recommended for survey control.
 GA2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2128.See file dsdata.txt to determine how the superseded data were derived.
 GA2128
 GA2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA929249(NAD 83)
 GA2128_MARKER: DD = SURVEY DISK
 GA2128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2128_SP_SET: CULVERT
 GA2128_STAMPING: 32-17 1963
 GA2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2128
 GA2128  HISTORY     - Date     Condition        Report By
 GA2128  HISTORY     - 1963     MONUMENTED       TNGS
 GA2128
 GA2128                          STATION DESCRIPTION
 GA2128
 GA2128'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2128'1.4 MI W FROM BEAN STATION.
 GA2128'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY 11W
 GA2128'FOR 1.4 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 43
 GA2128'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 11W, 6 FEET NORTH
 GA2128'OF A TELEPHONE POLE, 45 FEET SOUTHWEST OF A 10-INCH CHERRY TREE
 GA2128'AND CEMENTED IN A DRILLED HOLE IN THE TOP OF THE SOUTH HEADWALL
 GA2128'AT THE WEST END OF A CONCRETE CULVERT, 4 FEET BELOW THE SURFACE
 GA2128'OF U.S. HIGHWAY 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2129 ***********************************************************************
 GA2129  DESIGNATION -  32 18
 GA2129  PID         -  GA2129
 GA2129  STATE/COUNTY-  TN/GRAINGER
 GA2129  USGS QUAD   -  BEAN STATION (1976)
 GA2129
 GA2129                         *CURRENT SURVEY CONTROL
 GA2129  ___________________________________________________________________
 GA2129* NAD 83(1986)-  36 20 43.     (N)    083 17 32.     (W)     SCALED    
 GA2129* NAVD 88     -       337.961  (meters)    1108.79   (feet)  ADJUSTED  
 GA2129  ___________________________________________________________________
 GA2129  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA2129  DYNAMIC HT  -         337.656 (meters)    1107.79  (feet)  COMP
 GA2129  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GA2129
 GA2129  VERT ORDER  -  SECOND    CLASS 0
 GA2129
 GA2129.The horizontal coordinates were scaled from a topographic map and have
 GA2129.an estimated accuracy of +/- 6 seconds.
 GA2129
 GA2129.The orthometric height was determined by differential leveling
 GA2129.and adjusted by the National Geodetic Survey in June 1991..
 GA2129
 GA2129.The geoid height was determined by GEOID03.
 GA2129
 GA2129.The dynamic height is computed by dividing the NAVD 88
 GA2129.geopotential number by the normal gravity value computed on the
 GA2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2129.degrees latitude (g = 980.6199 gals.).
 GA2129
 GA2129.The modeled gravity was interpolated from observed gravity values.
 GA2129
 GA2129;                    North         East    Units  Estimated Accuracy
 GA2129;SPC TN       -   226,590.      843,040.      MT  (+/- 180 meters Scaled)
 GA2129
 GA2129                          SUPERSEDED SURVEY CONTROL
 GA2129
 GA2129  NGVD 29 (??/??/92)  338.099  (m)         1109.25   (f) ADJ UNCH    2 0
 GA2129
 GA2129.Superseded values are not recommended for survey control.
 GA2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2129.See file dsdata.txt to determine how the superseded data were derived.
 GA2129
 GA2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA942246(NAD 83)
 GA2129_MARKER: DD = SURVEY DISK
 GA2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2129_STAMPING: 32-18 1963
 GA2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2129+STABILITY: SURFACE MOTION
 GA2129
 GA2129  HISTORY     - Date     Condition        Report By
 GA2129  HISTORY     - 1963     MONUMENTED       TNGS
 GA2129
 GA2129                          STATION DESCRIPTION
 GA2129
 GA2129'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2129'0.5 MI W FROM BEAN STATION.
 GA2129'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY 11W
 GA2129'FOR 0.5 MILE TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 51
 GA2129'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 11W, 34 FEET EAST
 GA2129'OF THE CENTERLINE OF A GRAVEL ROAD LEADING NORTH, 2 FEET EAST OF
 GA2129'A TELEPHONE POLE AND 55 FEET WEST OF THE WEST CORNER OF A GUARD
 GA2129'RAIL.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2129'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2129'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3037 ***********************************************************************
 GA3037  DESIGNATION -  32 2
 GA3037  PID         -  GA3037
 GA3037  STATE/COUNTY-  TN/CLAIBORNE
 GA3037  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3037
 GA3037                         *CURRENT SURVEY CONTROL
 GA3037  ___________________________________________________________________
 GA3037* NAD 83(1986)-  36 33 07.     (N)    083 38 36.     (W)     SCALED    
 GA3037* NAVD 88     -       425.667  (meters)    1396.54   (feet)  ADJUSTED  
 GA3037  ___________________________________________________________________
 GA3037  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GA3037  DYNAMIC HT  -         425.292 (meters)    1395.31  (feet)  COMP
 GA3037  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 GA3037
 GA3037  VERT ORDER  -  SECOND    CLASS 0
 GA3037
 GA3037.The horizontal coordinates were scaled from a topographic map and have
 GA3037.an estimated accuracy of +/- 6 seconds.
 GA3037
 GA3037.The orthometric height was determined by differential leveling
 GA3037.and adjusted by the National Geodetic Survey in June 1991..
 GA3037
 GA3037.The geoid height was determined by GEOID03.
 GA3037
 GA3037.The dynamic height is computed by dividing the NAVD 88
 GA3037.geopotential number by the normal gravity value computed on the
 GA3037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3037.degrees latitude (g = 980.6199 gals.).
 GA3037
 GA3037.The modeled gravity was interpolated from observed gravity values.
 GA3037
 GA3037;                    North         East    Units  Estimated Accuracy
 GA3037;SPC TN       -   248,700.      810,980.      MT  (+/- 180 meters Scaled)
 GA3037
 GA3037                          SUPERSEDED SURVEY CONTROL
 GA3037
 GA3037  NGVD 29 (??/??/92)  425.796  (m)         1396.97   (f) ADJ UNCH    2 0
 GA3037
 GA3037.Superseded values are not recommended for survey control.
 GA3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3037.See file dsdata.txt to determine how the superseded data were derived.
 GA3037
 GA3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA634484(NAD 83)
 GA3037_MARKER: DD = SURVEY DISK
 GA3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3037_STAMPING: 32-2 1963
 GA3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3037+STABILITY: SURFACE MOTION
 GA3037
 GA3037  HISTORY     - Date     Condition        Report By
 GA3037  HISTORY     - 1963     MONUMENTED       TNHD
 GA3037
 GA3037                          STATION DESCRIPTION
 GA3037
 GA3037'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3037'4.1 MI S FROM CUMBERLAND GAP.
 GA3037'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTH ON U.S. HIGHWAY
 GA3037'25E FOR 4.1 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA3037'24 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 1 FOOT WEST
 GA3037'OF A FENCE, 4 FEET NORTHWEST OF A 10-INCH ELM TREE AND 2 FEET
 GA3037'NORTHWEST OF A WITNESS SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA3037'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GA3037'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3041 ***********************************************************************
 GA3041  DESIGNATION -  32 3
 GA3041  PID         -  GA3041
 GA3041  STATE/COUNTY-  TN/CLAIBORNE
 GA3041  USGS QUAD   -  WHEELER (1978)
 GA3041
 GA3041                         *CURRENT SURVEY CONTROL
 GA3041  ___________________________________________________________________
 GA3041* NAD 83(1986)-  36 31 54.     (N)    083 37 08.     (W)     SCALED    
 GA3041* NAVD 88     -       390.030  (meters)    1279.62   (feet)  ADJUSTED  
 GA3041  ___________________________________________________________________
 GA3041  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA3041  DYNAMIC HT  -         389.682 (meters)    1278.48  (feet)  COMP
 GA3041  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 GA3041
 GA3041  VERT ORDER  -  SECOND    CLASS 0
 GA3041
 GA3041.The horizontal coordinates were scaled from a topographic map and have
 GA3041.an estimated accuracy of +/- 6 seconds.
 GA3041
 GA3041.The orthometric height was determined by differential leveling
 GA3041.and adjusted by the National Geodetic Survey in June 1991..
 GA3041
 GA3041.The geoid height was determined by GEOID03.
 GA3041
 GA3041.The dynamic height is computed by dividing the NAVD 88
 GA3041.geopotential number by the normal gravity value computed on the
 GA3041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3041.degrees latitude (g = 980.6199 gals.).
 GA3041
 GA3041.The modeled gravity was interpolated from observed gravity values.
 GA3041
 GA3041;                    North         East    Units  Estimated Accuracy
 GA3041;SPC TN       -   246,500.      813,220.      MT  (+/- 180 meters Scaled)
 GA3041
 GA3041                          SUPERSEDED SURVEY CONTROL
 GA3041
 GA3041  NGVD 29 (??/??/92)  390.151  (m)         1280.02   (f) ADJ UNCH    2 0
 GA3041
 GA3041.Superseded values are not recommended for survey control.
 GA3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3041.See file dsdata.txt to determine how the superseded data were derived.
 GA3041
 GA3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA655461(NAD 83)
 GA3041_MARKER: DD = SURVEY DISK
 GA3041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA3041_SP_SET: CULVERT
 GA3041_STAMPING: 32-3 1963
 GA3041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3041
 GA3041  HISTORY     - Date     Condition        Report By
 GA3041  HISTORY     - 1963     MONUMENTED       TNHD
 GA3041
 GA3041                          STATION DESCRIPTION
 GA3041
 GA3041'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3041'6.2 MI S FROM CUMBERLAND GAP.
 GA3041'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTH ON U.S. HIGHWAY
 GA3041'25E FOR 6.2 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA3041'30 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25E AND IS CEMENTED
 GA3041'IN A DRILLED HOLE IN THE TOP OF THE WEST HEADWALL AT THE NORTH
 GA3041'END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3042 ***********************************************************************
 GA3042  DESIGNATION -  32 4
 GA3042  PID         -  GA3042
 GA3042  STATE/COUNTY-  TN/CLAIBORNE
 GA3042  USGS QUAD   -  WHEELER (1978)
 GA3042
 GA3042                         *CURRENT SURVEY CONTROL
 GA3042  ___________________________________________________________________
 GA3042* NAD 83(1986)-  36 31 14.     (N)    083 36 56.     (W)     SCALED    
 GA3042* NAVD 88     -       399.840  (meters)    1311.81   (feet)  ADJUSTED  
 GA3042  ___________________________________________________________________
 GA3042  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA3042  DYNAMIC HT  -         399.482 (meters)    1310.63  (feet)  COMP
 GA3042  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GA3042
 GA3042  VERT ORDER  -  SECOND    CLASS 0
 GA3042
 GA3042.The horizontal coordinates were scaled from a topographic map and have
 GA3042.an estimated accuracy of +/- 6 seconds.
 GA3042
 GA3042.The orthometric height was determined by differential leveling
 GA3042.and adjusted by the National Geodetic Survey in June 1991..
 GA3042
 GA3042.The geoid height was determined by GEOID03.
 GA3042
 GA3042.The dynamic height is computed by dividing the NAVD 88
 GA3042.geopotential number by the normal gravity value computed on the
 GA3042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3042.degrees latitude (g = 980.6199 gals.).
 GA3042
 GA3042.The modeled gravity was interpolated from observed gravity values.
 GA3042
 GA3042;                    North         East    Units  Estimated Accuracy
 GA3042;SPC TN       -   245,280.      813,550.      MT  (+/- 180 meters Scaled)
 GA3042
 GA3042                          SUPERSEDED SURVEY CONTROL
 GA3042
 GA3042  NGVD 29 (??/??/92)  399.960  (m)         1312.20   (f) ADJ UNCH    2 0
 GA3042
 GA3042.Superseded values are not recommended for survey control.
 GA3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3042.See file dsdata.txt to determine how the superseded data were derived.
 GA3042
 GA3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA658448(NAD 83)
 GA3042_MARKER: DD = SURVEY DISK
 GA3042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA3042_SP_SET: CULVERT
 GA3042_STAMPING: 32-4 1963
 GA3042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3042
 GA3042  HISTORY     - Date     Condition        Report By
 GA3042  HISTORY     - 1963     MONUMENTED       TNHD
 GA3042
 GA3042                          STATION DESCRIPTION
 GA3042
 GA3042'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3042'7 MI S FROM CUMBERLAND GAP.
 GA3042'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTH ON U.S. HIGHWAY
 GA3042'25E FOR 7.0 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 GA3042'27 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25E AND
 GA3042'IS CEMENTED IN A DRILLED HOLE IN THE TOP OF THE EAST HEADWALL
 GA3042'NEAR THE MIDDLE OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2590 ***********************************************************************
 GA2590  DESIGNATION -  32 5
 GA2590  PID         -  GA2590
 GA2590  STATE/COUNTY-  TN/CLAIBORNE
 GA2590  USGS QUAD   -  TAZEWELL (1971)
 GA2590
 GA2590                         *CURRENT SURVEY CONTROL
 GA2590  ___________________________________________________________________
 GA2590* NAD 83(1986)-  36 29 28.     (N)    083 35 28.     (W)     SCALED    
 GA2590* NAVD 88     -       476.167  (meters)    1562.22   (feet)  ADJUSTED  
 GA2590  ___________________________________________________________________
 GA2590  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2590  DYNAMIC HT  -         475.739 (meters)    1560.82  (feet)  COMP
 GA2590  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 GA2590
 GA2590  VERT ORDER  -  SECOND    CLASS 0
 GA2590
 GA2590.The horizontal coordinates were scaled from a topographic map and have
 GA2590.an estimated accuracy of +/- 6 seconds.
 GA2590
 GA2590.The orthometric height was determined by differential leveling
 GA2590.and adjusted by the National Geodetic Survey in June 1991..
 GA2590
 GA2590.The geoid height was determined by GEOID03.
 GA2590
 GA2590.The dynamic height is computed by dividing the NAVD 88
 GA2590.geopotential number by the normal gravity value computed on the
 GA2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2590.degrees latitude (g = 980.6199 gals.).
 GA2590
 GA2590.The modeled gravity was interpolated from observed gravity values.
 GA2590
 GA2590;                    North         East    Units  Estimated Accuracy
 GA2590;SPC TN       -   242,070.      815,820.      MT  (+/- 180 meters Scaled)
 GA2590
 GA2590                          SUPERSEDED SURVEY CONTROL
 GA2590
 GA2590  NGVD 29 (??/??/92)  476.283  (m)         1562.61   (f) ADJ UNCH    2 0
 GA2590
 GA2590.Superseded values are not recommended for survey control.
 GA2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2590.See file dsdata.txt to determine how the superseded data were derived.
 GA2590
 GA2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA679415(NAD 83)
 GA2590_MARKER: DD = SURVEY DISK
 GA2590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2590_SP_SET: CULVERT
 GA2590_STAMPING: 32-5 1963
 GA2590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2590
 GA2590  HISTORY     - Date     Condition        Report By
 GA2590  HISTORY     - 1963     MONUMENTED       TNHD
 GA2590
 GA2590                          STATION DESCRIPTION
 GA2590
 GA2590'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2590'3.1 MI N FROM TAZEWELL.
 GA2590'FROM THE POST OFFICE IN TAZEWELL, GO NORTH ON U.S. HIGHWAY 25E
 GA2590'FOR 3.1 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 23
 GA2590'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 21 FEET SOUTH
 GA2590'OF A SIDE ROAD LEADING WEST AND CEMENTED IN A DRILLED HOLE IN THE
 GA2590'TOP OF THE WEST HEADWALL AT THE EAST END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3254 ***********************************************************************
 GA3254  DESIGNATION -  32 6 RESET
 GA3254  PID         -  GA3254
 GA3254  STATE/COUNTY-  TN/CLAIBORNE
 GA3254  USGS QUAD   -  TAZEWELL (1971)
 GA3254
 GA3254                         *CURRENT SURVEY CONTROL
 GA3254  ___________________________________________________________________
 GA3254* NAD 83(1986)-  36 28 40.     (N)    083 35 01.     (W)     SCALED    
 GA3254* NAVD 88     -       496.69   (meters)    1629.6    (feet)  RESET     
 GA3254  ___________________________________________________________________
 GA3254  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA3254
 GA3254  VERT ORDER  -  THIRD
 GA3254
 GA3254.The horizontal coordinates were scaled from a topographic map and have
 GA3254.an estimated accuracy of +/- 6 seconds.
 GA3254
 GA3254.The orthometric height was computed from unverified reset data.
 GA3254.No vertical observational check was made to the station.
 GA3254
 GA3254.The geoid height was determined by GEOID03.
 GA3254
 GA3254;                    North         East    Units  Estimated Accuracy
 GA3254;SPC TN       -   240,600.      816,530.      MT  (+/- 180 meters Scaled)
 GA3254
 GA3254                          SUPERSEDED SURVEY CONTROL
 GA3254
 GA3254  NGVD 29 (10/12/01)  496.80   (m)         1629.9    (f) RESET       3  
 GA3254
 GA3254.Superseded values are not recommended for survey control.
 GA3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3254.See file dsdata.txt to determine how the superseded data were derived.
 GA3254
 GA3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685400(NAD 83)
 GA3254_MARKER: DB = BENCH MARK DISK
 GA3254_SETTING: 0 = UNSPECIFIED SETTING
 GA3254_STAMPING: 32 6 RESET 1976
 GA3254_MARK LOGO: NGS   
 GA3254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3254
 GA3254  HISTORY     - Date     Condition        Report By
 GA3254  HISTORY     - 1976     MONUMENTED       NGS
 GA3254
 GA3254                          STATION DESCRIPTION
 GA3254
 GA3254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GA3254'2.0 MI NORTH FROM TAZEWELL.
 GA3254'2.0 MILES NORTH ALONG U.S. HIGHWAY 25 EAST FROM ITS JUNCTION WITH
 GA3254'STATE HIGHWAY 33 IN TAZEWELL, 42 FEET NORTHEAST OF THE CENTERLINE
 GA3254'OF THE HIGHWAY, 38 FEET SOUTHWEST OF THE CENTERLINE OF CAVE SPRINGS
 GA3254'ROAD, AND 94 FEET NORTHWEST OF THE CENTERLINE OF A PAVED CROSSOVER.
 GA3254'THE MARK IS 1 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2595 ***********************************************************************
 GA2595  DESIGNATION -  32 7
 GA2595  PID         -  GA2595
 GA2595  STATE/COUNTY-  TN/CLAIBORNE
 GA2595  USGS QUAD   -  TAZEWELL (1971)
 GA2595
 GA2595                         *CURRENT SURVEY CONTROL
 GA2595  ___________________________________________________________________
 GA2595* NAD 83(1986)-  36 28 02.     (N)    083 34 27.     (W)     SCALED    
 GA2595* NAVD 88     -       468.548  (meters)    1537.23   (feet)  ADJUSTED  
 GA2595  ___________________________________________________________________
 GA2595  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2595  DYNAMIC HT  -         468.123 (meters)    1535.83  (feet)  COMP
 GA2595  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2595
 GA2595  VERT ORDER  -  SECOND    CLASS 0
 GA2595
 GA2595.The horizontal coordinates were scaled from a topographic map and have
 GA2595.an estimated accuracy of +/- 6 seconds.
 GA2595
 GA2595.The orthometric height was determined by differential leveling
 GA2595.and adjusted by the National Geodetic Survey in June 1991..
 GA2595
 GA2595.The geoid height was determined by GEOID03.
 GA2595
 GA2595.The dynamic height is computed by dividing the NAVD 88
 GA2595.geopotential number by the normal gravity value computed on the
 GA2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2595.degrees latitude (g = 980.6199 gals.).
 GA2595
 GA2595.The modeled gravity was interpolated from observed gravity values.
 GA2595
 GA2595;                    North         East    Units  Estimated Accuracy
 GA2595;SPC TN       -   239,450.      817,400.      MT  (+/- 180 meters Scaled)
 GA2595
 GA2595                          SUPERSEDED SURVEY CONTROL
 GA2595
 GA2595  NGVD 29 (??/??/92)  468.658  (m)         1537.59   (f) ADJ UNCH    2 0
 GA2595
 GA2595.Superseded values are not recommended for survey control.
 GA2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2595.See file dsdata.txt to determine how the superseded data were derived.
 GA2595
 GA2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA693388(NAD 83)
 GA2595_MARKER: DD = SURVEY DISK
 GA2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2595_STAMPING: 32-7 1963
 GA2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2595+STABILITY: SURFACE MOTION
 GA2595
 GA2595  HISTORY     - Date     Condition        Report By
 GA2595  HISTORY     - 1963     MONUMENTED       TNHD
 GA2595
 GA2595                          STATION DESCRIPTION
 GA2595
 GA2595'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2595'1.1 MI N FROM TAZEWELL.
 GA2595'FROM THE POST OFFICE IN TAZEWELL, GO NORTH ON U.S. HIGHWAY 25E
 GA2595'FOR 1.1 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 48
 GA2595'FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25E, 2 FEET
 GA2595'NORTH OF A POWER POLE, 33 FEET NORTH OF THE CENTERLINE OF DOGWOOD
 GA2595'HIGHTS ROAD AND 3 FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 GA2595'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA2595'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2609 ***********************************************************************
 GA2609  DESIGNATION -  32 8
 GA2609  PID         -  GA2609
 GA2609  STATE/COUNTY-  TN/CLAIBORNE
 GA2609  USGS QUAD   -  TAZEWELL (1971)
 GA2609
 GA2609                         *CURRENT SURVEY CONTROL
 GA2609  ___________________________________________________________________
 GA2609* NAD 83(1986)-  36 25 12.     (N)    083 31 07.     (W)     SCALED    
 GA2609* NAVD 88     -       327.127  (meters)    1073.25   (feet)  ADJUSTED  
 GA2609  ___________________________________________________________________
 GA2609  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2609  DYNAMIC HT  -         326.835 (meters)    1072.29  (feet)  COMP
 GA2609  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 GA2609
 GA2609  VERT ORDER  -  SECOND    CLASS 0
 GA2609
 GA2609.The horizontal coordinates were scaled from a topographic map and have
 GA2609.an estimated accuracy of +/- 6 seconds.
 GA2609
 GA2609.The orthometric height was determined by differential leveling
 GA2609.and adjusted by the National Geodetic Survey in June 1991..
 GA2609
 GA2609.The geoid height was determined by GEOID03.
 GA2609
 GA2609.The dynamic height is computed by dividing the NAVD 88
 GA2609.geopotential number by the normal gravity value computed on the
 GA2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2609.degrees latitude (g = 980.6199 gals.).
 GA2609
 GA2609.The modeled gravity was interpolated from observed gravity values.
 GA2609
 GA2609;                    North         East    Units  Estimated Accuracy
 GA2609;SPC TN       -   234,340.      822,520.      MT  (+/- 180 meters Scaled)
 GA2609
 GA2609                          SUPERSEDED SURVEY CONTROL
 GA2609
 GA2609  NGVD 29 (??/??/92)  327.247  (m)         1073.64   (f) ADJ UNCH    2 0
 GA2609
 GA2609.Superseded values are not recommended for survey control.
 GA2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2609.See file dsdata.txt to determine how the superseded data were derived.
 GA2609
 GA2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA741334(NAD 83)
 GA2609_MARKER: DD = SURVEY DISK
 GA2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2609_STAMPING: 32-8 1963
 GA2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2609+STABILITY: SURFACE MOTION
 GA2609
 GA2609  HISTORY     - Date     Condition        Report By
 GA2609  HISTORY     - 1963     MONUMENTED       TNHD
 GA2609
 GA2609                          STATION DESCRIPTION
 GA2609
 GA2609'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2609'4.8 MI S FROM TAZEWELL.
 GA2609'FROM THE POST OFFICE IN TAZEWELL, GO NORTH ON MAIN STREET FOR
 GA2609'0.1 MILE TO MONTGOMERY STREET.  TURN RIGHT AND GO 0.1 MILE TO U.S.
 GA2609'HIGHWAY 25E.  TURN RIGHT AND GO SOUTH FOR 4.6 MILES TO THE MARK ON
 GA2609'THE RIGHT.  THE MARK IS LOCATED 47 FEET WEST OF THE CENTERLINE
 GA2609'OF U.S. HIGHWAY 25E, 42 FEET SOUTH OF THE CENTERLINE OF A
 GA2609'DRIVEWAY AND 46 FEET NORTH OF A 10-INCH TREE.  THE MARK IS A
 GA2609'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA2609'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2106 ***********************************************************************
 GA2106  DESIGNATION -  32 9
 GA2106  PID         -  GA2106
 GA2106  STATE/COUNTY-  TN/CLAIBORNE
 GA2106  USGS QUAD   -  HOWARD QUARTER (1971)
 GA2106
 GA2106                         *CURRENT SURVEY CONTROL
 GA2106  ___________________________________________________________________
 GA2106* NAD 83(1986)-  36 24 25.     (N)    083 28 13.     (W)     SCALED    
 GA2106* NAVD 88     -       339.576  (meters)    1114.09   (feet)  ADJUSTED  
 GA2106  ___________________________________________________________________
 GA2106  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GA2106  DYNAMIC HT  -         339.272 (meters)    1113.09  (feet)  COMP
 GA2106  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GA2106
 GA2106  VERT ORDER  -  SECOND    CLASS 0
 GA2106
 GA2106.The horizontal coordinates were scaled from a topographic map and have
 GA2106.an estimated accuracy of +/- 6 seconds.
 GA2106
 GA2106.The orthometric height was determined by differential leveling
 GA2106.and adjusted by the National Geodetic Survey in June 1991..
 GA2106
 GA2106.The geoid height was determined by GEOID03.
 GA2106
 GA2106.The dynamic height is computed by dividing the NAVD 88
 GA2106.geopotential number by the normal gravity value computed on the
 GA2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2106.degrees latitude (g = 980.6199 gals.).
 GA2106
 GA2106.The modeled gravity was interpolated from observed gravity values.
 GA2106
 GA2106;                    North         East    Units  Estimated Accuracy
 GA2106;SPC TN       -   233,000.      826,890.      MT  (+/- 180 meters Scaled)
 GA2106
 GA2106                          SUPERSEDED SURVEY CONTROL
 GA2106
 GA2106  NGVD 29 (??/??/92)  339.696  (m)         1114.49   (f) ADJ UNCH    2 0
 GA2106
 GA2106.Superseded values are not recommended for survey control.
 GA2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2106.See file dsdata.txt to determine how the superseded data were derived.
 GA2106
 GA2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA784319(NAD 83)
 GA2106_MARKER: DD = SURVEY DISK
 GA2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2106_STAMPING: 32-9 1963
 GA2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2106+STABILITY: SURFACE MOTION
 GA2106
 GA2106  HISTORY     - Date     Condition        Report By
 GA2106  HISTORY     - 1963     MONUMENTED       TNGS
 GA2106
 GA2106                          STATION DESCRIPTION
 GA2106
 GA2106'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2106'8 MI S FROM TAZEWELL.
 GA2106'FROM THE POST OFFICE IN TAZEWELL, GO NORTH ON MAIN STREET FOR
 GA2106'0.1 MILE TO MONTGOMERY STREET.  TURN RIGHT AND GO 0.1 MILE
 GA2106'TO U.S. HIGHWAY 25E.  TURN RIGHT AND GO SOUTH FOR 7.8 MILES
 GA2106'TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 24 FEET SOUTH
 GA2106'OF THE CENTERLINE OF U.S. HIGHWAY 25E AND 1 FOOT NORTH OF A
 GA2106'TELEPHONE POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2106'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GA2106'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0954 ***********************************************************************
 FE0954  DESIGNATION -  32 WSM
 FE0954  PID         -  FE0954
 FE0954  STATE/COUNTY-  TN/LAUDERDALE
 FE0954  USGS QUAD   -  FOWLKES (1983)
 FE0954
 FE0954                         *CURRENT SURVEY CONTROL
 FE0954  ___________________________________________________________________
 FE0954* NAD 83(1986)-  35 52 42.     (N)    089 24 16.     (W)     SCALED    
 FE0954* NAVD 88     -       101.950  (meters)     334.48   (feet)  ADJUSTED  
 FE0954  ___________________________________________________________________
 FE0954  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0954  DYNAMIC HT  -         101.863 (meters)     334.20  (feet)  COMP
 FE0954  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 FE0954
 FE0954  VERT ORDER  -  FIRST     CLASS I
 FE0954
 FE0954.The horizontal coordinates were scaled from a topographic map and have
 FE0954.an estimated accuracy of +/- 6 seconds.
 FE0954
 FE0954.The orthometric height was determined by differential leveling
 FE0954.and adjusted by the National Geodetic Survey in June 1991..
 FE0954
 FE0954.The geoid height was determined by GEOID03.
 FE0954
 FE0954.The dynamic height is computed by dividing the NAVD 88
 FE0954.geopotential number by the normal gravity value computed on the
 FE0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0954.degrees latitude (g = 980.6199 gals.).
 FE0954
 FE0954.The modeled gravity was interpolated from observed gravity values.
 FE0954
 FE0954;                    North         East    Units  Estimated Accuracy
 FE0954;SPC TN       -   176,760.      292,650.      MT  (+/- 180 meters Scaled)
 FE0954
 FE0954                          SUPERSEDED SURVEY CONTROL
 FE0954
 FE0954  NGVD 29 (??/??/??)  101.893  (m)          334.29   (f) ADJUSTED    1 1
 FE0954
 FE0954.Superseded values are not recommended for survey control.
 FE0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0954.See file dsdata.txt to determine how the superseded data were derived.
 FE0954
 FE0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE829731(NAD 83)
 FE0954_MARKER: DD = SURVEY DISK
 FE0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0954_SP_SET: CONCRETE BLEACHERS
 FE0954_STAMPING: 32WSM USGS 335 1951
 FE0954_MARK LOGO: USGS  
 FE0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0954+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0954
 FE0954  HISTORY     - Date     Condition        Report By
 FE0954  HISTORY     - 1951     MONUMENTED       USGS
 FE0954  HISTORY     - 1974     GOOD             NGS
 FE0954  HISTORY     - 20000101 GOOD             NGS
 FE0954  HISTORY     - 20020804 GOOD             USACE
 FE0954
 FE0954                          STATION DESCRIPTION
 FE0954
 FE0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0954'AT HALLS.
 FE0954'AT HALLS, 0.5 MILE WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0954'BAPTIST CHURCH, SET IN THE SOUTHWEST CORNER OF THE WEST CONCRETE
 FE0954'BLEACHERS ON THE WEST SIDE OF THE FOOTBALL FIELD OF THE HALLS
 FE0954'HIGH SCHOOL, 147.1 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 FE0954'88, 14 FEET EAST OF THE CENTER LINE OF THE WEST DRIVE LEADING
 FE0954'NORTH TO THE SCHOOL, 13.6 FEET WEST OF A LIGHT POLE WITH 4 LIGHTS
 FE0954'AND A GUY WIRE, 1 FOOT ABOVE DRIVE.
 FE0954
 FE0954                          STATION RECOVERY (2000)
 FE0954
 FE0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 FE0954'GOOD CONDITION.
 FE0954
 FE0954                          STATION RECOVERY (2002)
 FE0954
 FE0954'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1092 ***********************************************************************
 FC1092  DESIGNATION -  3227
 FC1092  PID         -  FC1092
 FC1092  STATE/COUNTY-  TN/HAMILTON
 FC1092  USGS QUAD   -  DAISY (1976)
 FC1092
 FC1092                         *CURRENT SURVEY CONTROL
 FC1092  ___________________________________________________________________
 FC1092* NAD 83(1986)-  35 14 55.     (N)    085 11 07.     (W)     SCALED    
 FC1092* NAVD 88     -       223.535  (meters)     733.38   (feet)  ADJUSTED  
 FC1092  ___________________________________________________________________
 FC1092  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1092  DYNAMIC HT  -         223.313 (meters)     732.65  (feet)  COMP
 FC1092  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 FC1092
 FC1092  VERT ORDER  -  FIRST     CLASS II
 FC1092
 FC1092.The horizontal coordinates were scaled from a topographic map and have
 FC1092.an estimated accuracy of +/- 6 seconds.
 FC1092
 FC1092.The orthometric height was determined by differential leveling
 FC1092.and adjusted by the National Geodetic Survey in June 1991..
 FC1092
 FC1092.The geoid height was determined by GEOID03.
 FC1092
 FC1092.The dynamic height is computed by dividing the NAVD 88
 FC1092.geopotential number by the normal gravity value computed on the
 FC1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1092.degrees latitude (g = 980.6199 gals.).
 FC1092
 FC1092.The modeled gravity was interpolated from observed gravity values.
 FC1092
 FC1092;                    North         East    Units  Estimated Accuracy
 FC1092;SPC TN       -   101,860.      674,150.      MT  (+/- 180 meters Scaled)
 FC1092
 FC1092                          SUPERSEDED SURVEY CONTROL
 FC1092
 FC1092  NGVD 29 (??/??/92)  223.580  (m)          733.53   (f) ADJ UNCH    1 2
 FC1092
 FC1092.Superseded values are not recommended for survey control.
 FC1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1092.See file dsdata.txt to determine how the superseded data were derived.
 FC1092
 FC1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE651021(NAD 83)
 FC1092_MARKER: DD = SURVEY DISK
 FC1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1092_STAMPING: 3227
 FC1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1092+STABILITY: SURFACE MOTION
 FC1092
 FC1092  HISTORY     - Date     Condition        Report By
 FC1092  HISTORY     - UNK      MONUMENTED       TNGS
 FC1092  HISTORY     - 1950     GOOD             NGS
 FC1092
 FC1092                          STATION DESCRIPTION
 FC1092
 FC1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1092'1 MI NE FROM DAISY.
 FC1092'ABOUT 0.95 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1092'STATION AT DAISY, THENCE ABOUT 0.1 MILE NORTHWEST ALONG A DIM
 FC1092'STREET, AT THE JUNCTION OF OLD DAYTON PIKE AND A DIM ROAD EAST
 FC1092'TO A HOUSE, 315 FEET NORTHEAST OF THE NORTHEAST END OF THE
 FC1092'SOUTHEAST HEAD WALL OF A 20-FOOT CONCRETE BRIDGE UNDER U.S.
 FC1092'HIGHWAY 27, 45 FEET WEST OF THE WEST CORNER OF A WHITE FRAME
 FC1092'HOUSE, 48 YARDS SOUTHWEST OF THE SOUTHWEST SIDE OF DAISY BAPTIST
 FC1092'CHURCH, 20 FEET SOUTHEAST OF THE CENTER LINE OF OLD DAYTON PIKE,
 FC1092'13 FEET NORTH OF THE CENTER LINE OF THE DIM ROAD EAST, 7 FEET
 FC1092'EAST OF POWER POLE NO. DA 2036, ABOUT LEVEL WITH THE ROAD AND
 FC1092'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1081 ***********************************************************************
 FC1081  DESIGNATION -  3242
 FC1081  PID         -  FC1081
 FC1081  STATE/COUNTY-  TN/HAMILTON
 FC1081  USGS QUAD   -  SODDY (1972)
 FC1081
 FC1081                         *CURRENT SURVEY CONTROL
 FC1081  ___________________________________________________________________
 FC1081* NAD 83(1986)-  35 20 56.     (N)    085 07 34.     (W)     SCALED    
 FC1081* NAVD 88     -       224.407  (meters)     736.24   (feet)  ADJUSTED  
 FC1081  ___________________________________________________________________
 FC1081  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1081  DYNAMIC HT  -         224.188 (meters)     735.52  (feet)  COMP
 FC1081  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 FC1081
 FC1081  VERT ORDER  -  FIRST     CLASS II
 FC1081
 FC1081.The horizontal coordinates were scaled from a topographic map and have
 FC1081.an estimated accuracy of +/- 6 seconds.
 FC1081
 FC1081.The orthometric height was determined by differential leveling
 FC1081.and adjusted by the National Geodetic Survey in June 1991..
 FC1081
 FC1081.The geoid height was determined by GEOID03.
 FC1081
 FC1081.The dynamic height is computed by dividing the NAVD 88
 FC1081.geopotential number by the normal gravity value computed on the
 FC1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1081.degrees latitude (g = 980.6199 gals.).
 FC1081
 FC1081.The modeled gravity was interpolated from observed gravity values.
 FC1081
 FC1081;                    North         East    Units  Estimated Accuracy
 FC1081;SPC TN       -   113,030.      679,430.      MT  (+/- 180 meters Scaled)
 FC1081
 FC1081                          SUPERSEDED SURVEY CONTROL
 FC1081
 FC1081  NGVD 29 (??/??/92)  224.460  (m)          736.42   (f) ADJ UNCH    1 2
 FC1081
 FC1081.Superseded values are not recommended for survey control.
 FC1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1081.See file dsdata.txt to determine how the superseded data were derived.
 FC1081
 FC1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE702133(NAD 83)
 FC1081_MARKER: DD = SURVEY DISK
 FC1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1081_STAMPING: 3242
 FC1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1081+STABILITY: SURFACE MOTION
 FC1081
 FC1081  HISTORY     - Date     Condition        Report By
 FC1081  HISTORY     - UNK      MONUMENTED       TNGS
 FC1081  HISTORY     - 1950     GOOD             NGS
 FC1081
 FC1081                          STATION DESCRIPTION
 FC1081
 FC1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1081'2.4 MI S FROM SALE CREEK.
 FC1081'ABOUT 2.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1081'AT SALE CREEK, ABOUT 0.5 MILE NORTHEAST OF THE STATION AT
 FC1081'BAKEWELL, ABOUT 0.1 MILE NORTH OF A PRIVATE ROAD CROSSING,
 FC1081'44 1/2 FEET SOUTHEAST AND ACROSS A SIDE TRACK FROM THE SOUTHEAST
 FC1081'RAIL OF THE MAIN TRACK, 31 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FC1081'OF SIDE TRACK, 20 FEET NORTHEAST OF POWER POLE NO. RURAL 73-C,
 FC1081'16 FEET SOUTH OF A TELEPHONE POLE, 3.3 FEET NORTHWEST OF A FENCE
 FC1081'LINE, ABOUT 10 RAILS NORTHEAST OF THE NORTHEAST END OF A TANGENT
 FC1081'THAT EXTENDS SOUTHWEST TO BAKEWELL, 3 FEET WEST OF A T.V.A.
 FC1081'STEEL WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE
 FC1081'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1080 ***********************************************************************
 FC1080  DESIGNATION -  3245
 FC1080  PID         -  FC1080
 FC1080  STATE/COUNTY-  TN/HAMILTON
 FC1080  USGS QUAD   -  GRASSHOPPER CREEK (1972)
 FC1080
 FC1080                         *CURRENT SURVEY CONTROL
 FC1080  ___________________________________________________________________
 FC1080* NAD 83(1986)-  35 21 43.     (N)    085 07 13.     (W)     SCALED    
 FC1080* NAVD 88     -       235.325  (meters)     772.06   (feet)  ADJUSTED  
 FC1080  ___________________________________________________________________
 FC1080  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1080  DYNAMIC HT  -         235.097 (meters)     771.31  (feet)  COMP
 FC1080  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC1080
 FC1080  VERT ORDER  -  FIRST     CLASS II
 FC1080
 FC1080.The horizontal coordinates were scaled from a topographic map and have
 FC1080.an estimated accuracy of +/- 6 seconds.
 FC1080
 FC1080.The orthometric height was determined by differential leveling
 FC1080.and adjusted by the National Geodetic Survey in June 1991..
 FC1080
 FC1080.The geoid height was determined by GEOID03.
 FC1080
 FC1080.The dynamic height is computed by dividing the NAVD 88
 FC1080.geopotential number by the normal gravity value computed on the
 FC1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1080.degrees latitude (g = 980.6199 gals.).
 FC1080
 FC1080.The modeled gravity was interpolated from observed gravity values.
 FC1080
 FC1080;                    North         East    Units  Estimated Accuracy
 FC1080;SPC TN       -   114,480.      679,950.      MT  (+/- 180 meters Scaled)
 FC1080
 FC1080                          SUPERSEDED SURVEY CONTROL
 FC1080
 FC1080  NGVD 29 (??/??/92)  235.379  (m)          772.24   (f) ADJ UNCH    1 2
 FC1080
 FC1080.Superseded values are not recommended for survey control.
 FC1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1080.See file dsdata.txt to determine how the superseded data were derived.
 FC1080
 FC1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE707148(NAD 83)
 FC1080_MARKER: DD = SURVEY DISK
 FC1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1080_STAMPING: 3245
 FC1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1080+STABILITY: SURFACE MOTION
 FC1080
 FC1080  HISTORY     - Date     Condition        Report By
 FC1080  HISTORY     - UNK      MONUMENTED       TNGS
 FC1080  HISTORY     - 1950     GOOD             NGS
 FC1080
 FC1080                          STATION DESCRIPTION
 FC1080
 FC1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1080'1.4 MI SW FROM SALE CREEK.
 FC1080'ABOUT 1.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1080'STATION AT SALE CREEK, AT A PRIVATE ROAD CROSSING, 63 FEET SOUTH
 FC1080'OF THE CENTER OF THE CROSSING, 21 1/2 FEET SOUTHEAST OF THE
 FC1080'SOUTHEAST RAIL, 25 FEET NORTHWEST OF A FENCE LINE, 5 FEET
 FC1080'NORTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT 3 1/2 FEET
 FC1080'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1080'2 INCHES.  NOTE-- MARK HAS BEEN STRUCK BY SOME MACHINE AND IS
 FC1080'LEANING NORTHEAST.  ROD HELD ON SOUTHWEST EDGE OF DISK WHICH
 FC1080'IS THE HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1079 ***********************************************************************
 FC1079  DESIGNATION -  3246
 FC1079  PID         -  FC1079
 FC1079  STATE/COUNTY-  TN/HAMILTON
 FC1079  USGS QUAD   -  GRASSHOPPER CREEK (1972)
 FC1079
 FC1079                         *CURRENT SURVEY CONTROL
 FC1079  ___________________________________________________________________
 FC1079* NAD 83(1986)-  35 21 54.     (N)    085 07 14.     (W)     SCALED    
 FC1079* NAVD 88     -       241.741  (meters)     793.11   (feet)  ADJUSTED  
 FC1079  ___________________________________________________________________
 FC1079  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1079  DYNAMIC HT  -         241.507 (meters)     792.34  (feet)  COMP
 FC1079  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 FC1079
 FC1079  VERT ORDER  -  FIRST     CLASS II
 FC1079
 FC1079.The horizontal coordinates were scaled from a topographic map and have
 FC1079.an estimated accuracy of +/- 6 seconds.
 FC1079
 FC1079.The orthometric height was determined by differential leveling
 FC1079.and adjusted by the National Geodetic Survey in June 1991..
 FC1079
 FC1079.The geoid height was determined by GEOID03.
 FC1079
 FC1079.The dynamic height is computed by dividing the NAVD 88
 FC1079.geopotential number by the normal gravity value computed on the
 FC1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1079.degrees latitude (g = 980.6199 gals.).
 FC1079
 FC1079.The modeled gravity was interpolated from observed gravity values.
 FC1079
 FC1079;                    North         East    Units  Estimated Accuracy
 FC1079;SPC TN       -   114,820.      679,920.      MT  (+/- 180 meters Scaled)
 FC1079
 FC1079                          SUPERSEDED SURVEY CONTROL
 FC1079
 FC1079  NGVD 29 (??/??/92)  241.795  (m)          793.29   (f) ADJ UNCH    1 2
 FC1079
 FC1079.Superseded values are not recommended for survey control.
 FC1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1079.See file dsdata.txt to determine how the superseded data were derived.
 FC1079
 FC1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE707151(NAD 83)
 FC1079_MARKER: DD = SURVEY DISK
 FC1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1079_STAMPING: 3245
 FC1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1079+STABILITY: SURFACE MOTION
 FC1079
 FC1079  HISTORY     - Date     Condition        Report By
 FC1079  HISTORY     - UNK      MONUMENTED       TNGS
 FC1079  HISTORY     - 1950     GOOD             NGS
 FC1079
 FC1079                          STATION DESCRIPTION
 FC1079
 FC1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1079'1.2 MI S FROM SALE CREEK.
 FC1079'ABOUT 1.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1079'AT SALE CREEK, ON THE OUTSIDE OF THE FIRST CURVE SOUTH OF SALE
 FC1079'CREEK, ON TOP OF BANK OF A RAILROAD CUT, ABOUT 0.2 MILE SOUTH OF
 FC1079'A PRIVATE ROAD CROSSING, 206 FEET SOUTH OF A POINT WHERE ROAD
 FC1079'TURNS WEST AWAY FROM TRACK, 110 FEET NORTH-NORTHWEST OF MILE POST
 FC1079'311, 41 FEET WEST OF THE WEST RAIL, 8 FEET EAST OF A FENCE LINE,
 FC1079'3 1/2 FEET SOUTH OF A T.V.A. STEEL WITNESS POST, 15 FEET ABOVE
 FC1079'THE TOP OF RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1079'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1074 ***********************************************************************
 FC1074  DESIGNATION -  3255A
 FC1074  PID         -  FC1074
 FC1074  STATE/COUNTY-  TN/HAMILTON
 FC1074  USGS QUAD   -  GRAYSVILLE (1990)
 FC1074
 FC1074                         *CURRENT SURVEY CONTROL
 FC1074  ___________________________________________________________________
 FC1074* NAD 83(1986)-  35 24 29.     (N)    085 06 17.     (W)     SCALED    
 FC1074* NAVD 88     -       212.773  (meters)     698.07   (feet)  ADJUSTED  
 FC1074  ___________________________________________________________________
 FC1074  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1074  DYNAMIC HT  -         212.566 (meters)     697.39  (feet)  COMP
 FC1074  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 FC1074
 FC1074  VERT ORDER  -  FIRST     CLASS II
 FC1074
 FC1074.The horizontal coordinates were scaled from a topographic map and have
 FC1074.an estimated accuracy of +/- 6 seconds.
 FC1074
 FC1074.The orthometric height was determined by differential leveling
 FC1074.and adjusted by the National Geodetic Survey in June 1991..
 FC1074
 FC1074.The geoid height was determined by GEOID03.
 FC1074
 FC1074.The dynamic height is computed by dividing the NAVD 88
 FC1074.geopotential number by the normal gravity value computed on the
 FC1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1074.degrees latitude (g = 980.6199 gals.).
 FC1074
 FC1074.The modeled gravity was interpolated from observed gravity values.
 FC1074
 FC1074;                    North         East    Units  Estimated Accuracy
 FC1074;SPC TN       -   119,610.      681,320.      MT  (+/- 180 meters Scaled)
 FC1074
 FC1074                          SUPERSEDED SURVEY CONTROL
 FC1074
 FC1074  NGVD 29 (??/??/92)  212.831  (m)          698.26   (f) ADJ UNCH    1 2
 FC1074
 FC1074.Superseded values are not recommended for survey control.
 FC1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1074.See file dsdata.txt to determine how the superseded data were derived.
 FC1074
 FC1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE720199(NAD 83)
 FC1074_MARKER: DD = SURVEY DISK
 FC1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1074_STAMPING: 3255 A
 FC1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1074+STABILITY: SURFACE MOTION
 FC1074
 FC1074  HISTORY     - Date     Condition        Report By
 FC1074  HISTORY     - UNK      MONUMENTED       TNGS
 FC1074  HISTORY     - 1950     GOOD             NGS
 FC1074
 FC1074                          STATION DESCRIPTION
 FC1074
 FC1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1074'1.8 MI N FROM SALE CREEK.
 FC1074'ABOUT 1.85 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1074'STATION AT SALE CREEK, ABOUT 0.4 MILE SOUTH OF THE STATION SIGN
 FC1074'AT COULTERVILLE, 14 1/2 RAILS SOUTH OF A PRIVATE ROAD CROSSING,
 FC1074'6 1/2 RAILS NORTH OF A 4-FOOT STONE CULVERT, 49 1/2 FEET NORTHWEST
 FC1074'OF TELEPHONE POLE NO. 9594, 28 1/2 FEET EAST AND ACROSS A SIDE
 FC1074'TRACK FROM THE EAST RAIL OF THE MAIN TRACK, 14.3 FEET EAST OF THE
 FC1074'EAST RAIL OF A SIDE TRACK, 20 1/2 FEET WEST OF A FENCE LINE,
 FC1074'14 FEET NORTHWEST OF A POLE, ABOUT 3 FEET BELOW THE TRACK AND
 FC1074'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1073 ***********************************************************************
 FC1073  DESIGNATION -  3256A
 FC1073  PID         -  FC1073
 FC1073  STATE/COUNTY-  TN/HAMILTON
 FC1073  USGS QUAD   -  GRAYSVILLE (1990)
 FC1073
 FC1073                         *CURRENT SURVEY CONTROL
 FC1073  ___________________________________________________________________
 FC1073* NAD 83(1986)-  35 24 53.     (N)    085 06 15.     (W)     SCALED    
 FC1073* NAVD 88     -       213.664  (meters)     701.00   (feet)  ADJUSTED  
 FC1073  ___________________________________________________________________
 FC1073  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1073  DYNAMIC HT  -         213.455 (meters)     700.31  (feet)  COMP
 FC1073  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 FC1073
 FC1073  VERT ORDER  -  FIRST     CLASS II
 FC1073
 FC1073.The horizontal coordinates were scaled from a topographic map and have
 FC1073.an estimated accuracy of +/- 6 seconds.
 FC1073
 FC1073.The orthometric height was determined by differential leveling
 FC1073.and adjusted by the National Geodetic Survey in June 1991..
 FC1073
 FC1073.The geoid height was determined by GEOID03.
 FC1073
 FC1073.The dynamic height is computed by dividing the NAVD 88
 FC1073.geopotential number by the normal gravity value computed on the
 FC1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1073.degrees latitude (g = 980.6199 gals.).
 FC1073
 FC1073.The modeled gravity was interpolated from observed gravity values.
 FC1073
 FC1073;                    North         East    Units  Estimated Accuracy
 FC1073;SPC TN       -   120,350.      681,360.      MT  (+/- 180 meters Scaled)
 FC1073
 FC1073                          SUPERSEDED SURVEY CONTROL
 FC1073
 FC1073  NGVD 29 (??/??/92)  213.722  (m)          701.19   (f) ADJ UNCH    1 2
 FC1073
 FC1073.Superseded values are not recommended for survey control.
 FC1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1073.See file dsdata.txt to determine how the superseded data were derived.
 FC1073
 FC1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE721206(NAD 83)
 FC1073_MARKER: DD = SURVEY DISK
 FC1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1073_STAMPING: 3256A
 FC1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1073+STABILITY: SURFACE MOTION
 FC1073
 FC1073  HISTORY     - Date     Condition        Report By
 FC1073  HISTORY     - UNK      MONUMENTED       TNGS
 FC1073  HISTORY     - 1950     GOOD             NGS
 FC1073
 FC1073                          STATION DESCRIPTION
 FC1073
 FC1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1073'2.4 MI N FROM SALE CREEK.
 FC1073'ABOUT 2.35 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1073'STATION AT SALE CREEK, ABOUT 0.1 MILE NORTH OF THE STATION SIGN
 FC1073'AT COULTERVILLE, ABOUT 0.1 MILE SOUTH OF THE NORTH END OF A
 FC1073'SWITCH AND SEMAPHORE NO. 307/4, ON THE OUTSIDE OF A CURVE IN
 FC1073'TRACK WITH TANGENTS SOUTH AND NORTHEAST, 45 FEET WEST OF THE
 FC1073'WEST RAIL OF THE MAIN TRACK, 2 FEET EAST OF A FENCE LINE, 3 FEET
 FC1073'EAST OF A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 FC1073'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 FC1073'NOTE-- MARK IS ABOUT 2.4 MILES SOUTHWEST OF THE STATION AT
 FC1073'GRAYSVILLE, RHEA COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1100 ***********************************************************************
 FC1100  DESIGNATION -  326.0
 FC1100  PID         -  FC1100
 FC1100  STATE/COUNTY-  TN/HAMILTON
 FC1100  USGS QUAD   -  DAISY (1976)
 FC1100
 FC1100                         *CURRENT SURVEY CONTROL
 FC1100  ___________________________________________________________________
 FC1100* NAD 83(1986)-  35 10 45.     (N)    085 14 13.     (W)     SCALED    
 FC1100* NAVD 88     -       208.430  (meters)     683.82   (feet)  ADJUSTED  
 FC1100  ___________________________________________________________________
 FC1100  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1100  DYNAMIC HT  -         208.223 (meters)     683.14  (feet)  COMP
 FC1100  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1100
 FC1100  VERT ORDER  -  FIRST     CLASS II
 FC1100
 FC1100.The horizontal coordinates were scaled from a topographic map and have
 FC1100.an estimated accuracy of +/- 6 seconds.
 FC1100
 FC1100.The orthometric height was determined by differential leveling
 FC1100.and adjusted by the National Geodetic Survey in June 1991..
 FC1100
 FC1100.The geoid height was determined by GEOID03.
 FC1100
 FC1100.The dynamic height is computed by dividing the NAVD 88
 FC1100.geopotential number by the normal gravity value computed on the
 FC1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1100.degrees latitude (g = 980.6199 gals.).
 FC1100
 FC1100.The modeled gravity was interpolated from observed gravity values.
 FC1100
 FC1100;                    North         East    Units  Estimated Accuracy
 FC1100;SPC TN       -    94,120.      669,510.      MT  (+/- 180 meters Scaled)
 FC1100
 FC1100                          SUPERSEDED SURVEY CONTROL
 FC1100
 FC1100  NGVD 29 (??/??/92)  208.474  (m)          683.97   (f) ADJ UNCH    1 2
 FC1100
 FC1100.Superseded values are not recommended for survey control.
 FC1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1100.See file dsdata.txt to determine how the superseded data were derived.
 FC1100
 FC1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD605943(NAD 83)
 FC1100_MARKER: Z = SEE DESCRIPTION
 FC1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1100_SP_SET: BRIDGE
 FC1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1100
 FC1100  HISTORY     - Date     Condition        Report By
 FC1100  HISTORY     - UNK      MONUMENTED       SOURR
 FC1100  HISTORY     - 1950     GOOD             NGS
 FC1100  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1100
 FC1100                          STATION DESCRIPTION
 FC1100
 FC1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1100'2.7 MI N FROM HIXON.
 FC1100'ABOUT 2.7 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1100'STATION AT HIXON, AT RAILWAY BRIDGE NO. 326.0 OVER NORTH
 FC1100'CHICKAMAUGA CREEK, A CHISELED POINT ON THE TOP OF THE NORTHEAST
 FC1100'CORNER OF THE EAST END OF THE NORTH ABUTMENT OF THE BRIDGE,
 FC1100'6 1/2 FEET EAST OF THE EAST RAIL.
 FC1100
 FC1100                          STATION RECOVERY (2000)
 FC1100
 FC1100'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0705 ***********************************************************************
 FC0705  DESIGNATION -  3281A
 FC0705  PID         -  FC0705
 FC0705  STATE/COUNTY-  TN/RHEA
 FC0705  USGS QUAD   -  EVENSVILLE (1990)
 FC0705
 FC0705                         *CURRENT SURVEY CONTROL
 FC0705  ___________________________________________________________________
 FC0705* NAD 83(1986)-  35 31 19.     (N)    084 59 56.     (W)     SCALED    
 FC0705* NAVD 88     -       218.332  (meters)     716.31   (feet)  ADJUSTED  
 FC0705  ___________________________________________________________________
 FC0705  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC0705  DYNAMIC HT  -         218.125 (meters)     715.63  (feet)  COMP
 FC0705  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 FC0705
 FC0705  VERT ORDER  -  FIRST     CLASS II
 FC0705
 FC0705.The horizontal coordinates were scaled from a topographic map and have
 FC0705.an estimated accuracy of +/- 6 seconds.
 FC0705
 FC0705.The orthometric height was determined by differential leveling
 FC0705.and adjusted by the National Geodetic Survey in June 1991..
 FC0705
 FC0705.The geoid height was determined by GEOID03.
 FC0705
 FC0705.The dynamic height is computed by dividing the NAVD 88
 FC0705.geopotential number by the normal gravity value computed on the
 FC0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0705.degrees latitude (g = 980.6199 gals.).
 FC0705
 FC0705.The modeled gravity was interpolated from observed gravity values.
 FC0705
 FC0705;                    North         East    Units  Estimated Accuracy
 FC0705;SPC TN       -   132,340.      690,800.      MT  (+/- 180 meters Scaled)
 FC0705
 FC0705                          SUPERSEDED SURVEY CONTROL
 FC0705
 FC0705  NGVD 29 (??/??/92)  218.410  (m)          716.57   (f) ADJ UNCH    1 2
 FC0705
 FC0705.Superseded values are not recommended for survey control.
 FC0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0705.See file dsdata.txt to determine how the superseded data were derived.
 FC0705
 FC0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE814327(NAD 83)
 FC0705_MARKER: DD = SURVEY DISK
 FC0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0705_STAMPING: 3281 A
 FC0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0705+STABILITY: SURFACE MOTION
 FC0705
 FC0705  HISTORY     - Date     Condition        Report By
 FC0705  HISTORY     - UNK      MONUMENTED       TNGS
 FC0705  HISTORY     - 1950     GOOD             NGS
 FC0705
 FC0705                          STATION DESCRIPTION
 FC0705
 FC0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0705'2.2 MI NE FROM DAYTON.
 FC0705'2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0705'AT DAYTON, 76 YARDS NORTHEAST OF A 24-INCH PIPE CULVERT UNDER
 FC0705'THE TRACK, 110 YARDS SOUTHWEST OF A STONE BOX CULVERT, 36 YARDS
 FC0705'NORTHEAST OF THE SOUTHWEST END OF A CUT, ON THE TOP OF THE CUT,
 FC0705'40.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4.5 FEET NORTHWEST
 FC0705'OF A FENCE LINE, 114.5 FEET EAST AND ACROSS THE TRACK FROM A
 FC0705'WHISTLE POST, 30 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT
 FC0705'NORTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT 5 FEET ABOVE THE
 FC0705'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0460 ***********************************************************************
 GA0460  DESIGNATION -  329
 GA0460  PID         -  GA0460
 GA0460  STATE/COUNTY-  TN/CARTER
 GA0460  USGS QUAD   -  ELIZABETHTON (1968)
 GA0460
 GA0460                         *CURRENT SURVEY CONTROL
 GA0460  ___________________________________________________________________
 GA0460* NAD 83(1986)-  36 15 36.     (N)    082 12 43.     (W)     SCALED    
 GA0460* NAVD 88     -       673.12   (+/-2cm)    2208.4    (feet)  VERTCON   
 GA0460  ___________________________________________________________________
 GA0460  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0460
 GA0460  VERT ORDER  -  ? (See Below)
 GA0460
 GA0460.The horizontal coordinates were scaled from a topographic map and have
 GA0460.an estimated accuracy of +/- 6 seconds.
 GA0460
 GA0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0460.The vertical order pertains to the NGVD 29 superseded value.
 GA0460
 GA0460.The geoid height was determined by GEOID03.
 GA0460
 GA0460;                    North         East    Units  Estimated Accuracy
 GA0460;SPC TN       -   220,350.      940,330.      MT  (+/- 180 meters Scaled)
 GA0460
 GA0460                          SUPERSEDED SURVEY CONTROL
 GA0460
 GA0460  NGVD 29 (??/??/92)  673.247  (m)         2208.81   (f) ADJ UNCH    ?  
 GA0460
 GA0460.Superseded values are not recommended for survey control.
 GA0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0460.See file dsdata.txt to determine how the superseded data were derived.
 GA0460
 GA0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA911134(NAD 83)
 GA0460_MARKER: DD = SURVEY DISK
 GA0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0460_STAMPING: 329 1926
 GA0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0460+STABILITY: SURFACE MOTION
 GA0460
 GA0460  HISTORY     - Date     Condition        Report By
 GA0460  HISTORY     - 1926     MONUMENTED       USDA
 GA0460  HISTORY     - 1935     GOOD             NGS
 GA0460  HISTORY     - 1959     POOR             TVA
 GA0460
 GA0460                          STATION DESCRIPTION
 GA0460
 GA0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0460'1.8 MI S FROM HAMPTON.
 GA0460'1.8 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0460'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0460'COUNTY, 1.2 MILES WEST ALONG THE GAP CREEK ROAD, 25 YARDS WEST
 GA0460'OF A CULVERT AND A CURVE TO THE NORTHWEST, 5 YARDS NORTH OF THE
 GA0460'CENTERLINE OF THE ROAD, 20 YARDS NORTHWEST OF PINE TREE AT THE
 GA0460'EDGE OF A CLEARING, 9 YARDS NORTHWEST OF A BLAZED OAK TREE MARKED
 GA0460'B 10141, AND 2 FEET HIGHER THAN THE ROAD.  A UNITED STATES
 GA0460'DEPARTMENT OF AGRICULTURE STANDARD DISK, STAMPED 329 1926 AND SET
 GA0460'IN THE TOP OF A CONCRETE POST.  NOTE-- NOV 1959 TVA REPORT - MARK
 GA0460'IS SLIGHTLY LOOSE IN GROUND AND IS NOW 150 FEET SOUTHEAST OF NEW
 GA0460'ROAD LOCATION.
 GA0460
 GA0460                          STATION RECOVERY (1959)
 GA0460
 GA0460'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1959
 GA0460'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2574 ***********************************************************************
 AJ2574  DESIGNATION -  33
 AJ2574  PID         -  AJ2574
 AJ2574  STATE/COUNTY-  TN/SHELBY
 AJ2574  USGS QUAD   -  LOCKE (1970)
 AJ2574
 AJ2574                         *CURRENT SURVEY CONTROL
 AJ2574  ___________________________________________________________________
 AJ2574* NAD 83(1995)-  35 16 48.62847(N)    090 00 27.88239(W)     ADJUSTED  
 AJ2574* NAVD 88     -        72.70   (meters)     238.5    (feet)  LEVELING  
 AJ2574  ___________________________________________________________________
 AJ2574  X           -       -,704.623 (meters)                     COMP
 AJ2574  Y           -  -5,212,572.962 (meters)                     COMP
 AJ2574  Z           -   3,663,311.526 (meters)                     COMP
 AJ2574  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AJ2574  ELLIP HEIGHT-          45.43  (meters)          (04/26/01) GPS OBS
 AJ2574  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2574
 AJ2574  HORZ ORDER  -  FIRST
 AJ2574  VERT ORDER  -  THIRD ?
 AJ2574  ELLP ORDER  -  FOURTH    CLASS I
 AJ2574
 AJ2574.The horizontal coordinates were established by GPS observations
 AJ2574.and adjusted by the National Geodetic Survey in April 2001..
 AJ2574
 AJ2574.The orthometric height was determined by differential leveling.
 AJ2574.The vertical network tie was performed by a horz. field party for horz.
 AJ2574.obs reductions. Reset procedures were used to establish the elevation.
 AJ2574
 AJ2574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2574
 AJ2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2574
 AJ2574.The ellipsoidal height was determined by GPS observations
 AJ2574.and is referenced to NAD 83.
 AJ2574
 AJ2574.The geoid height was determined by GEOID03.
 AJ2574
 AJ2574;                    North         East     Units Scale Factor Converg.
 AJ2574;SPC TN       -   112,516.638   235,495.512   MT  0.99999481   -2 20 46.7
 AJ2574;SPC TN       -   369,148.34    772,621.53   sFT  0.99999481   -2 20 46.7
 AJ2574;UTM  15      - 3,908,220.887   772,155.744   MT  1.00051291   +1 43 45.5
 AJ2574;UTM  16      - 3,908,263.547   226,434.935   MT  1.00052240   -1 44 17.8
 AJ2574
 AJ2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2574!SPC TN       -   0.99999287  x   0.99999481  =   0.99998768
 AJ2574!UTM  15      -   0.99999287  x   1.00051291  =   1.00050578
 AJ2574!UTM  16      -   0.99999287  x   1.00052240  =   1.00051527
 AJ2574
 AJ2574                          SUPERSEDED SURVEY CONTROL
 AJ2574
 AJ2574.No superseded survey control is available for this station.
 AJ2574
 AJ2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7215608221(NAD 83)
 AJ2574_MARKER: DD = SURVEY DISK
 AJ2574_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2574+WITH SETTING: INFORMATION.
 AJ2574_STAMPING: 033
 AJ2574_MARK LOGO: MLGW  
 AJ2574_PROJECTION: FLUSH
 AJ2574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2574+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2574_ROD/PIPE-DEPTH:  0.8 meters
 AJ2574
 AJ2574  HISTORY     - Date     Condition        Report By
 AJ2574  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2574
 AJ2574                          STATION DESCRIPTION
 AJ2574
 AJ2574'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2574'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY IN THE WOODSTOCK
 AJ2574'COMMUNITY.
 AJ2574'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WATKINS ROAD AND
 AJ2574'FITE ROAD, PROCEED SOUTHEAST ON FITE ROAD APPROXIMATELY 1.15 MILE
 AJ2574'(1.85 KM) TO BIG CREEK DRAINAGE CANAL.  THE STATION IS ON THE RIGHT.
 AJ2574'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2574'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2574'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 144.10 FEET (43.92 M)
 AJ2574'WEST OF THE WEST ABUTMENT OF CONCRETE BRIDGE (NO. 79-F403-1.36) OVER
 AJ2574'BIG CREEK DRAINAGE CANAL, 20.10 FEET (6.13 M) SOUTH OF THE CENTERLINE
 AJ2574'OF FITE ROAD.  THE CAP AND CONCRETE ARE SET 0.50 FEET (15.24 CM) BELOW
 AJ2574'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2491 ***********************************************************************
 GA2491  DESIGNATION -  33 1
 GA2491  PID         -  GA2491
 GA2491  STATE/COUNTY-  TN/CLAIBORNE
 GA2491  USGS QUAD   -  TAZEWELL (1971)
 GA2491
 GA2491                         *CURRENT SURVEY CONTROL
 GA2491  ___________________________________________________________________
 GA2491* NAD 83(1986)-  36 26 46.     (N)    083 35 30.     (W)     SCALED    
 GA2491* NAVD 88     -       442.475  (meters)    1451.69   (feet)  ADJUSTED  
 GA2491  ___________________________________________________________________
 GA2491  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2491  DYNAMIC HT  -         442.073 (meters)    1450.37  (feet)  COMP
 GA2491  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 GA2491
 GA2491  VERT ORDER  -  SECOND    CLASS 0
 GA2491
 GA2491.The horizontal coordinates were scaled from a topographic map and have
 GA2491.an estimated accuracy of +/- 6 seconds.
 GA2491
 GA2491.The orthometric height was determined by differential leveling
 GA2491.and adjusted by the National Geodetic Survey in June 1991..
 GA2491
 GA2491.The geoid height was determined by GEOID03.
 GA2491
 GA2491.The dynamic height is computed by dividing the NAVD 88
 GA2491.geopotential number by the normal gravity value computed on the
 GA2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2491.degrees latitude (g = 980.6199 gals.).
 GA2491
 GA2491.The modeled gravity was interpolated from observed gravity values.
 GA2491
 GA2491;                    North         East    Units  Estimated Accuracy
 GA2491;SPC TN       -   237,070.      815,890.      MT  (+/- 180 meters Scaled)
 GA2491
 GA2491                          SUPERSEDED SURVEY CONTROL
 GA2491
 GA2491  NGVD 29 (??/??/92)  442.580  (m)         1452.03   (f) ADJ UNCH    2 0
 GA2491
 GA2491.Superseded values are not recommended for survey control.
 GA2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2491.See file dsdata.txt to determine how the superseded data were derived.
 GA2491
 GA2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA677365(NAD 83)
 GA2491_MARKER: DD = SURVEY DISK
 GA2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2491_STAMPING: 33-1 1964
 GA2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2491+STABILITY: SURFACE MOTION
 GA2491
 GA2491  HISTORY     - Date     Condition        Report By
 GA2491  HISTORY     - 1964     MONUMENTED       TNHD
 GA2491
 GA2491                          STATION DESCRIPTION
 GA2491
 GA2491'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2491'AT NEW TAZEWELL.
 GA2491'FROM THE POST OFFICE IN NEW TAZEWELL, GO EAST ON STATE ROUTE 33
 GA2491'FOR 0.45 MILE TO A SIDE ROAD AND THE MARK ON THE LEFT.  THE MARK
 GA2491'IS 53 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 28
 GA2491'FEET SOUTHEAST OF A 12-INCH ELM TREE, 17 FEET EAST OF THE
 GA2491'APPROXIMATE CENTER OF A PAVED ROAD, 4 FEET NORTH OF A POWER POLE
 GA2491'AND 1.8 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS
 GA2491'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2491'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2534 ***********************************************************************
 GA2534  DESIGNATION -  33 10
 GA2534  PID         -  GA2534
 GA2534  STATE/COUNTY-  TN/UNION
 GA2534  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2534
 GA2534                         *CURRENT SURVEY CONTROL
 GA2534  ___________________________________________________________________
 GA2534* NAD 83(1986)-  36 15 34.     (N)    083 46 45.     (W)     SCALED    
 GA2534* NAVD 88     -       373.704  (meters)    1226.06   (feet)  ADJUSTED  
 GA2534  ___________________________________________________________________
 GA2534  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2534  DYNAMIC HT  -         373.360 (meters)    1224.93  (feet)  COMP
 GA2534  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 GA2534
 GA2534  VERT ORDER  -  SECOND    CLASS 0
 GA2534
 GA2534.The horizontal coordinates were scaled from a topographic map and have
 GA2534.an estimated accuracy of +/- 6 seconds.
 GA2534
 GA2534.The orthometric height was determined by differential leveling
 GA2534.and adjusted by the National Geodetic Survey in June 1991..
 GA2534
 GA2534.The geoid height was determined by GEOID03.
 GA2534
 GA2534.The dynamic height is computed by dividing the NAVD 88
 GA2534.geopotential number by the normal gravity value computed on the
 GA2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2534.degrees latitude (g = 980.6199 gals.).
 GA2534
 GA2534.The modeled gravity was interpolated from observed gravity values.
 GA2534
 GA2534;                    North         East    Units  Estimated Accuracy
 GA2534;SPC TN       -   215,970.      799,560.      MT  (+/- 180 meters Scaled)
 GA2534
 GA2534                          SUPERSEDED SURVEY CONTROL
 GA2534
 GA2534  NGVD 29 (??/??/92)  373.769  (m)         1226.27   (f) ADJ UNCH    2 0
 GA2534
 GA2534.Superseded values are not recommended for survey control.
 GA2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2534.See file dsdata.txt to determine how the superseded data were derived.
 GA2534
 GA2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA503163(NAD 83)
 GA2534_MARKER: DD = SURVEY DISK
 GA2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2534_STAMPING: 33-10 1964
 GA2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2534+STABILITY: SURFACE MOTION
 GA2534
 GA2534  HISTORY     - Date     Condition        Report By
 GA2534  HISTORY     - 1964     MONUMENTED       TNHD
 GA2534
 GA2534                          STATION DESCRIPTION
 GA2534
 GA2534'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2534'1 MI E FROM MAYNARDVILLE.
 GA2534'FROM THE POST OFFICE IN MAYNARDVILLE, GO EAST ON STATE ROUTE 33
 GA2534'FOR 1.2 MILES TO THE INTERSECTION OF OLD LUTTRELL ROAD ON THE RIGHT
 GA2534'AND THE MARK ON THE LEFT.  THE MARK IS 15 FEET NORTHWEST OF THE
 GA2534'APPROXIMATE CENTER OF STATE ROUTE 33, 22 FEET SOUTHEAST OF A
 GA2534'20-INCH WEEPING WILLOW TREE, 20 FEET EAST OF A FENCE CORNER AND
 GA2534'2.2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GA2534'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2534'SQUARE, CONCRETE MONUMENT ABOUT 1-INCH BELOW THE SURFACE OF THE
 GA2534'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2563 ***********************************************************************
 GA2563  DESIGNATION -  33 12
 GA2563  PID         -  GA2563
 GA2563  STATE/COUNTY-  TN/UNION
 GA2563  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2563
 GA2563                         *CURRENT SURVEY CONTROL
 GA2563  ___________________________________________________________________
 GA2563* NAD 83(1986)-  36 10 50.     (N)    083 54 10.     (W)     SCALED    
 GA2563* NAVD 88     -       291.062  (meters)     954.93   (feet)  ADJUSTED  
 GA2563  ___________________________________________________________________
 GA2563  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2563  DYNAMIC HT  -         290.794 (meters)     954.05  (feet)  COMP
 GA2563  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 GA2563
 GA2563  VERT ORDER  -  SECOND    CLASS 0
 GA2563
 GA2563.The horizontal coordinates were scaled from a topographic map and have
 GA2563.an estimated accuracy of +/- 6 seconds.
 GA2563
 GA2563.The orthometric height was determined by differential leveling
 GA2563.and adjusted by the National Geodetic Survey in June 1991..
 GA2563
 GA2563.The geoid height was determined by GEOID03.
 GA2563
 GA2563.The dynamic height is computed by dividing the NAVD 88
 GA2563.geopotential number by the normal gravity value computed on the
 GA2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2563.degrees latitude (g = 980.6199 gals.).
 GA2563
 GA2563.The modeled gravity was interpolated from observed gravity values.
 GA2563
 GA2563;                    North         East    Units  Estimated Accuracy
 GA2563;SPC TN       -   206,970.      788,640.      MT  (+/- 180 meters Scaled)
 GA2563
 GA2563                          SUPERSEDED SURVEY CONTROL
 GA2563
 GA2563  NGVD 29 (??/??/92)  291.147  (m)          955.20   (f) ADJ UNCH    2 0
 GA2563
 GA2563.Superseded values are not recommended for survey control.
 GA2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2563.See file dsdata.txt to determine how the superseded data were derived.
 GA2563
 GA2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA389078(NAD 83)
 GA2563_MARKER: DD = SURVEY DISK
 GA2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2563_STAMPING: 33-12 1964
 GA2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2563+STABILITY: SURFACE MOTION
 GA2563
 GA2563  HISTORY     - Date     Condition        Report By
 GA2563  HISTORY     - 1964     MONUMENTED       TNHD
 GA2563  HISTORY     - 1980     GOOD             NGS
 GA2563
 GA2563                          STATION DESCRIPTION
 GA2563
 GA2563'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2563'7 MI SW FROM MAYNARDVILLE.
 GA2563'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2563'33 FOR 7.3 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 40 FEET
 GA2563'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 24 FEET NORTHWEST
 GA2563'OF POWER POLE NO. 106, 21 FEET EAST OF A WIRE FENCE AND 5.2 FEET
 GA2563'SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GA2563'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2563'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2563
 GA2563                          STATION RECOVERY (1980)
 GA2563
 GA2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2563'FROM THE MAIN INTERSECTION IN MAYNARDVILLE, JUST WEST OF THE COURT
 GA2563'HOUSE GO SOUTHWEST ON STATE HIGHWAY 33 FOR 7.2 MILES TO A ROAD RIGHT
 GA2563'TURN RIGHT ON OLD HIGHWAY AND GO 0.5 MILE TO THE MARK ON THE RIGHT,
 GA2563'40 FEET WEST OF CENTERLINE OF ROAD, 24 FEET NORTHWEST OF POWER POLE
 GA2563'NO 215 140, 21 FEET WEST OF A WITNESS POST AND 88 FEET SOUTH OF WEST
 GA2563'GATE POST TO BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2568 ***********************************************************************
 GA2568  DESIGNATION -  33 13
 GA2568  PID         -  GA2568
 GA2568  STATE/COUNTY-  TN/KNOX
 GA2568  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2568
 GA2568                         *CURRENT SURVEY CONTROL
 GA2568  ___________________________________________________________________
 GA2568* NAD 83(1986)-  36 08 52.     (N)    083 54 57.     (W)     SCALED    
 GA2568* NAVD 88     -       354.238  (meters)    1162.20   (feet)  ADJUSTED  
 GA2568  ___________________________________________________________________
 GA2568  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2568  DYNAMIC HT  -         353.911 (meters)    1161.12  (feet)  COMP
 GA2568  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 GA2568
 GA2568  VERT ORDER  -  SECOND    CLASS 0
 GA2568
 GA2568.The horizontal coordinates were scaled from a topographic map and have
 GA2568.an estimated accuracy of +/- 6 seconds.
 GA2568
 GA2568.The orthometric height was determined by differential leveling
 GA2568.and adjusted by the National Geodetic Survey in June 1991..
 GA2568
 GA2568.The geoid height was determined by GEOID03.
 GA2568
 GA2568.The dynamic height is computed by dividing the NAVD 88
 GA2568.geopotential number by the normal gravity value computed on the
 GA2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2568.degrees latitude (g = 980.6199 gals.).
 GA2568
 GA2568.The modeled gravity was interpolated from observed gravity values.
 GA2568
 GA2568;                    North         East    Units  Estimated Accuracy
 GA2568;SPC TN       -   203,310.      787,540.      MT  (+/- 180 meters Scaled)
 GA2568
 GA2568                          SUPERSEDED SURVEY CONTROL
 GA2568
 GA2568  NGVD 29 (??/??/92)  354.327  (m)         1162.49   (f) ADJ UNCH    2 0
 GA2568
 GA2568.Superseded values are not recommended for survey control.
 GA2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2568.See file dsdata.txt to determine how the superseded data were derived.
 GA2568
 GA2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA376042(NAD 83)
 GA2568_MARKER: DD = SURVEY DISK
 GA2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2568_STAMPING: 33-13 1964
 GA2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2568+STABILITY: SURFACE MOTION
 GA2568
 GA2568  HISTORY     - Date     Condition        Report By
 GA2568  HISTORY     - 1964     MONUMENTED       TNHD
 GA2568  HISTORY     - 1980     GOOD             NGS
 GA2568
 GA2568                          STATION DESCRIPTION
 GA2568
 GA2568'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2568'12 MI N FROM KNOXVILLE.
 GA2568'FROM THE POST OFFICE IN HALLS CROSSROADS, GO NORTH ON STATE ROUTE
 GA2568'33 FOR 5.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS ABOUT 125
 GA2568'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK SERVICE STATION
 GA2568'AND STORE, 86 FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH-BOUND
 GA2568'LANE OF STATE ROUTE 33, 4 FEET SOUTHWEST OF TELEPHONE POLE NO. S264,
 GA2568'AND 2.9 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.  THE
 GA2568'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2568'10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2568
 GA2568                          STATION RECOVERY (1980)
 GA2568
 GA2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2568'4.57 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 GA2568'STATE HIGHWAY 131 AT HALLS CROSSROADS, TO THE MARK ON THE RIGHT, 3
 GA2568'FEET SOUTHWEST OF POWER POLE NO. 5262 AND B 166, NORTHEAST QUAD OF
 GA2568'HIGHWAY 33 AND TEXAS VALLEY ROAD, 123 FEET SOUTHWEST A GUY WIRE
 GA2568'ANCHOR. 12 FEET NORTHEAST OF A BELL SYSTEM COVER AND HAS 2 IRON PINS
 GA2568'DRIVEN ON EACH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2571 ***********************************************************************
 GA2571  DESIGNATION -  33 14
 GA2571  PID         -  GA2571
 GA2571  STATE/COUNTY-  TN/KNOX
 GA2571  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2571
 GA2571                         *CURRENT SURVEY CONTROL
 GA2571  ___________________________________________________________________
 GA2571* NAD 83(1986)-  36 07 00.     (N)    083 54 49.     (W)     SCALED    
 GA2571* NAVD 88     -       347.205  (meters)    1139.12   (feet)  ADJUSTED  
 GA2571  ___________________________________________________________________
 GA2571  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2571  DYNAMIC HT  -         346.884 (meters)    1138.07  (feet)  COMP
 GA2571  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 GA2571
 GA2571  VERT ORDER  -  SECOND    CLASS 0
 GA2571
 GA2571.The horizontal coordinates were scaled from a topographic map and have
 GA2571.an estimated accuracy of +/- 6 seconds.
 GA2571
 GA2571.The orthometric height was determined by differential leveling
 GA2571.and adjusted by the National Geodetic Survey in June 1991..
 GA2571
 GA2571.The geoid height was determined by GEOID03.
 GA2571
 GA2571.The dynamic height is computed by dividing the NAVD 88
 GA2571.geopotential number by the normal gravity value computed on the
 GA2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2571.degrees latitude (g = 980.6199 gals.).
 GA2571
 GA2571.The modeled gravity was interpolated from observed gravity values.
 GA2571
 GA2571;                    North         East    Units  Estimated Accuracy
 GA2571;SPC TN       -   199,860.      787,820.      MT  (+/- 180 meters Scaled)
 GA2571
 GA2571                          SUPERSEDED SURVEY CONTROL
 GA2571
 GA2571  NGVD 29 (??/??/92)  347.307  (m)         1139.46   (f) ADJ UNCH    2 0
 GA2571
 GA2571.Superseded values are not recommended for survey control.
 GA2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2571.See file dsdata.txt to determine how the superseded data were derived.
 GA2571
 GA2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA377008(NAD 83)
 GA2571_MARKER: DD = SURVEY DISK
 GA2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2571_STAMPING: 33-14 1964
 GA2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2571+STABILITY: SURFACE MOTION
 GA2571
 GA2571  HISTORY     - Date     Condition        Report By
 GA2571  HISTORY     - 1964     MONUMENTED       TNHD
 GA2571
 GA2571                          STATION DESCRIPTION
 GA2571
 GA2571'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2571'9 MI N FROM KNOXVILLE.
 GA2571'FROM THE POST OFFICE IN HALLS CROSSROADS, GO NORTH ON STATE ROUTE
 GA2571'33 FOR 3.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS ABOUT 200
 GA2571'FEET NORTH OF THE APPROXIMATE CENTER OF GRAY ROAD, 74 FEET EAST
 GA2571'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 5 FEET WEST OF POWER
 GA2571'POLE NO. 140 AND 1.8 FEET NORTHWEST OF A METAL WITNESS POST WITH
 GA2571'SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2571'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 1-INCH
 GA2571'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2585 ***********************************************************************
 GA2585  DESIGNATION -  33 15
 GA2585  PID         -  GA2585
 GA2585  STATE/COUNTY-  TN/KNOX
 GA2585  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2585
 GA2585                         *CURRENT SURVEY CONTROL
 GA2585  ___________________________________________________________________
 GA2585* NAD 83(1986)-  36 02 22.     (N)    083 55 47.     (W)     SCALED    
 GA2585* NAVD 88     -       307.763  (meters)    1009.72   (feet)  ADJUSTED  
 GA2585  ___________________________________________________________________
 GA2585  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2585  DYNAMIC HT  -         307.477 (meters)    1008.78  (feet)  COMP
 GA2585  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 GA2585
 GA2585  VERT ORDER  -  SECOND    CLASS 0
 GA2585
 GA2585.The horizontal coordinates were scaled from a topographic map and have
 GA2585.an estimated accuracy of +/- 6 seconds.
 GA2585
 GA2585.The orthometric height was determined by differential leveling
 GA2585.and adjusted by the National Geodetic Survey in June 1991..
 GA2585
 GA2585.The geoid height was determined by GEOID03.
 GA2585
 GA2585.The dynamic height is computed by dividing the NAVD 88
 GA2585.geopotential number by the normal gravity value computed on the
 GA2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2585.degrees latitude (g = 980.6199 gals.).
 GA2585
 GA2585.The modeled gravity was interpolated from observed gravity values.
 GA2585
 GA2585;                    North         East    Units  Estimated Accuracy
 GA2585;SPC TN       -   191,270.      786,550.      MT  (+/- 180 meters Scaled)
 GA2585
 GA2585                          SUPERSEDED SURVEY CONTROL
 GA2585
 GA2585  NGVD 29 (??/??/92)  307.883  (m)         1010.11   (f) ADJ UNCH    2 0
 GA2585
 GA2585.Superseded values are not recommended for survey control.
 GA2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2585.See file dsdata.txt to determine how the superseded data were derived.
 GA2585
 GA2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360922(NAD 83)
 GA2585_MARKER: DD = SURVEY DISK
 GA2585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2585_SP_SET: CONCRETE
 GA2585_STAMPING: 33-15 1964
 GA2585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2585
 GA2585  HISTORY     - Date     Condition        Report By
 GA2585  HISTORY     - 1964     MONUMENTED       TNHD
 GA2585  HISTORY     - 1982     GOOD             TNGS
 GA2585
 GA2585                          STATION DESCRIPTION
 GA2585
 GA2585'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2585'5 MI N FROM KNOXVILLE.
 GA2585'FROM THE HAMILTON NATIONAL BANK IN FOUNTAIN CITY, GO NORTH ON
 GA2585'U.S. HIGHWAY 441 FOR 1.0 MILE TO THE MARK ON THE LEFT.  THE MARK
 GA2585'IS 15 FEET WEST OF THE APPROXIMATE CENTER OF THE NORTH-BOUND
 GA2585'LANE OF U.S. HIGHWAY 441.  THE MARK IS A STANDARD TENNESSEE
 GA2585'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE
 GA2585'TOP OF THE CONCRETE CASING OF A MANHOLE DRAIN LOCATED IN THE
 GA2585'MEDIAN OF U.S. HIGHWAY 441.
 GA2585
 GA2585                          STATION RECOVERY (1982)
 GA2585
 GA2585'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1982
 GA2585'HAMIILTON NATIONAL BANK IS NOW UNITED AMERICAN BANK AND IT SHOULD BE
 GA2585'NOTED THAT MARK IS LOCATED IN THE MEDIAN OF N. BROADWAY, EAST OF
 GA2585'BLDG. 5509 (CITY BLK 36878)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2586 ***********************************************************************
 GA2586  DESIGNATION -  33 16
 GA2586  PID         -  GA2586
 GA2586  STATE/COUNTY-  TN/KNOX
 GA2586  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2586
 GA2586                         *CURRENT SURVEY CONTROL
 GA2586  ___________________________________________________________________
 GA2586* NAD 83(1986)-  36 01 43.     (N)    083 55 43.     (W)     SCALED    
 GA2586* NAVD 88     -       292.211  (meters)     958.70   (feet)  ADJUSTED  
 GA2586  ___________________________________________________________________
 GA2586  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2586  DYNAMIC HT  -         291.939 (meters)     957.80  (feet)  COMP
 GA2586  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 GA2586
 GA2586  VERT ORDER  -  SECOND    CLASS 0
 GA2586
 GA2586.The horizontal coordinates were scaled from a topographic map and have
 GA2586.an estimated accuracy of +/- 6 seconds.
 GA2586
 GA2586.The orthometric height was determined by differential leveling
 GA2586.and adjusted by the National Geodetic Survey in June 1991..
 GA2586
 GA2586.The geoid height was determined by GEOID03.
 GA2586
 GA2586.The dynamic height is computed by dividing the NAVD 88
 GA2586.geopotential number by the normal gravity value computed on the
 GA2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2586.degrees latitude (g = 980.6199 gals.).
 GA2586
 GA2586.The modeled gravity was interpolated from observed gravity values.
 GA2586
 GA2586;                    North         East    Units  Estimated Accuracy
 GA2586;SPC TN       -   190,070.      786,670.      MT  (+/- 180 meters Scaled)
 GA2586
 GA2586                          SUPERSEDED SURVEY CONTROL
 GA2586
 GA2586  NGVD 29 (??/??/92)  292.335  (m)          959.10   (f) ADJ UNCH    2 0
 GA2586
 GA2586.Superseded values are not recommended for survey control.
 GA2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2586.See file dsdata.txt to determine how the superseded data were derived.
 GA2586
 GA2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361910(NAD 83)
 GA2586_MARKER: DD = SURVEY DISK
 GA2586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2586_SP_SET: CURB
 GA2586_STAMPING: 33-16
 GA2586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2586
 GA2586  HISTORY     - Date     Condition        Report By
 GA2586  HISTORY     - UNK      MONUMENTED       TNHD
 GA2586  HISTORY     - 1964     GOOD             TNHD
 GA2586
 GA2586                          STATION DESCRIPTION
 GA2586
 GA2586'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2586'AT KNOXVILLE.
 GA2586'AT KNOXVILLE, KNOX COUNTY, ON U.S. HIGHWAY 441 (NORTH BROADWAY)
 GA2586'65 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HAMILTON NATIONAL
 GA2586'BANK, FOUNTAIN CITY BRANCH, 29 FEET EAST OF THE APPROXIMATE CENTER
 GA2586'OF U.S. HIGHWAY 441.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2586'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN TOP OF A
 GA2586'CONCRETE CURB LOCATED INSIDE A WOODEN BARRACADE PROTECTING A
 GA2586'GAS LINE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3255 ***********************************************************************
 GA3255  DESIGNATION -  33 16 RESET
 GA3255  PID         -  GA3255
 GA3255  STATE/COUNTY-  TN/KNOX
 GA3255  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3255
 GA3255                         *CURRENT SURVEY CONTROL
 GA3255  ___________________________________________________________________
 GA3255* NAD 83(1986)-  36 01 43.     (N)    083 55 43.     (W)     SCALED    
 GA3255* NAVD 88     -       292.50   (meters)     959.6    (feet)  RESET     
 GA3255  ___________________________________________________________________
 GA3255  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3255
 GA3255  VERT ORDER  -  THIRD
 GA3255
 GA3255.The horizontal coordinates were scaled from a topographic map and have
 GA3255.an estimated accuracy of +/- 6 seconds.
 GA3255
 GA3255.The orthometric height was computed from unverified reset data.
 GA3255.No vertical observational check was made to the station.
 GA3255
 GA3255.The geoid height was determined by GEOID03.
 GA3255
 GA3255;                    North         East    Units  Estimated Accuracy
 GA3255;SPC TN       -   190,070.      786,670.      MT  (+/- 180 meters Scaled)
 GA3255
 GA3255                          SUPERSEDED SURVEY CONTROL
 GA3255
 GA3255  NGVD 29 (10/12/01)  292.62   (m)          960.0    (f) RESET       3  
 GA3255
 GA3255.Superseded values are not recommended for survey control.
 GA3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3255.See file dsdata.txt to determine how the superseded data were derived.
 GA3255
 GA3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361910(NAD 83)
 GA3255_MARKER: DD = SURVEY DISK
 GA3255_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GA3255_SP_SET: SIDEWALK
 GA3255_STAMPING: 33 16 RESET 1970
 GA3255_MARK LOGO: TNDT  
 GA3255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3255
 GA3255  HISTORY     - Date     Condition        Report By
 GA3255  HISTORY     - 1970     MONUMENTED       TNDT
 GA3255
 GA3255                          STATION DESCRIPTION
 GA3255
 GA3255'DESCRIBED BY TN DEPT OF TRANSP 1970
 GA3255'IN KNOXVILLE.
 GA3255'IN KNOXVILLE, IN THE TOP OF THE CONCRETE WALK IN FRONT OF THE
 GA3255'FOUNTAIN CITY BRANCH OF THE HAMILTON NATIONAL BANK, AT THE NORTHEAST
 GA3255'CORNER OF THE BANK BUILDING, 8 FEET EAST OF THE EDGE OF THE
 GA3255'SIDEWALK, 1 FOOT SOUTH OF THE STEEL SUPPORT POST OF CANOPY,AND
 GA3255'0.9 FOOT WEST OF GLASS WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2498 ***********************************************************************
 GA2498  DESIGNATION -  33 2
 GA2498  PID         -  GA2498
 GA2498  STATE/COUNTY-  TN/CLAIBORNE
 GA2498  USGS QUAD   -  CLOUDS (1952)
 GA2498
 GA2498                         *CURRENT SURVEY CONTROL
 GA2498  ___________________________________________________________________
 GA2498* NAD 83(1986)-  36 25 40.     (N)    083 37 31.     (W)     SCALED    
 GA2498* NAVD 88     -       429.794  (meters)    1410.08   (feet)  ADJUSTED  
 GA2498  ___________________________________________________________________
 GA2498  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2498  DYNAMIC HT  -         429.405 (meters)    1408.81  (feet)  COMP
 GA2498  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 GA2498
 GA2498  VERT ORDER  -  SECOND    CLASS 0
 GA2498
 GA2498.The horizontal coordinates were scaled from a topographic map and have
 GA2498.an estimated accuracy of +/- 6 seconds.
 GA2498
 GA2498.The orthometric height was determined by differential leveling
 GA2498.and adjusted by the National Geodetic Survey in June 1991..
 GA2498
 GA2498.The geoid height was determined by GEOID03.
 GA2498
 GA2498.The dynamic height is computed by dividing the NAVD 88
 GA2498.geopotential number by the normal gravity value computed on the
 GA2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2498.degrees latitude (g = 980.6199 gals.).
 GA2498
 GA2498.The modeled gravity was interpolated from observed gravity values.
 GA2498
 GA2498;                    North         East    Units  Estimated Accuracy
 GA2498;SPC TN       -   234,970.      812,930.      MT  (+/- 180 meters Scaled)
 GA2498
 GA2498                          SUPERSEDED SURVEY CONTROL
 GA2498
 GA2498  NGVD 29 (??/??/92)  429.896  (m)         1410.42   (f) ADJ UNCH    2 0
 GA2498
 GA2498.Superseded values are not recommended for survey control.
 GA2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2498.See file dsdata.txt to determine how the superseded data were derived.
 GA2498
 GA2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA646346(NAD 83)
 GA2498_MARKER: DD = SURVEY DISK
 GA2498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2498_SP_SET: CULVERT
 GA2498_STAMPING: 33-2 1964
 GA2498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2498
 GA2498  HISTORY     - Date     Condition        Report By
 GA2498  HISTORY     - 1964     MONUMENTED       TNHD
 GA2498
 GA2498                          STATION DESCRIPTION
 GA2498
 GA2498'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2498'2 MI SW FROM NEW TAZEWELL.
 GA2498'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE
 GA2498'ROUTE 33 FOR 1.7 MILES TO THE MARK ON THE LEFT.  THE MARK IS 26
 GA2498'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33.  THE
 GA2498'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GA2498'FLUSH IN A DRILLED HOLE, 3 INCHES NORTHEAST OF THE SOUTHWEST
 GA2498'END OF A CONCRETE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2503 ***********************************************************************
 GA2503  DESIGNATION -  33 3
 GA2503  PID         -  GA2503
 GA2503  STATE/COUNTY-  TN/CLAIBORNE
 GA2503  USGS QUAD   -  CLOUDS (1952)
 GA2503
 GA2503                         *CURRENT SURVEY CONTROL
 GA2503  ___________________________________________________________________
 GA2503* NAD 83(1986)-  36 24 27.     (N)    083 39 32.     (W)     SCALED    
 GA2503* NAVD 88     -       428.013  (meters)    1404.24   (feet)  ADJUSTED  
 GA2503  ___________________________________________________________________
 GA2503  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2503  DYNAMIC HT  -         427.628 (meters)    1402.98  (feet)  COMP
 GA2503  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GA2503
 GA2503  VERT ORDER  -  SECOND    CLASS 0
 GA2503
 GA2503.The horizontal coordinates were scaled from a topographic map and have
 GA2503.an estimated accuracy of +/- 6 seconds.
 GA2503
 GA2503.The orthometric height was determined by differential leveling
 GA2503.and adjusted by the National Geodetic Survey in June 1991..
 GA2503
 GA2503.The geoid height was determined by GEOID03.
 GA2503
 GA2503.The dynamic height is computed by dividing the NAVD 88
 GA2503.geopotential number by the normal gravity value computed on the
 GA2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2503.degrees latitude (g = 980.6199 gals.).
 GA2503
 GA2503.The modeled gravity was interpolated from observed gravity values.
 GA2503
 GA2503;                    North         East    Units  Estimated Accuracy
 GA2503;SPC TN       -   232,640.      809,970.      MT  (+/- 180 meters Scaled)
 GA2503
 GA2503                          SUPERSEDED SURVEY CONTROL
 GA2503
 GA2503  NGVD 29 (??/??/92)  428.112  (m)         1404.56   (f) ADJ UNCH    2 0
 GA2503
 GA2503.Superseded values are not recommended for survey control.
 GA2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2503.See file dsdata.txt to determine how the superseded data were derived.
 GA2503
 GA2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA615324(NAD 83)
 GA2503_MARKER: DD = SURVEY DISK
 GA2503_SETTING: 66 = SET IN ROCK OUTCROP
 GA2503_SP_SET: SET IN ROCK OUTCROP
 GA2503_STAMPING: 33-3 1964
 GA2503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2503+STABILITY: POSITION/ELEVATION WELL
 GA2503
 GA2503  HISTORY     - Date     Condition        Report By
 GA2503  HISTORY     - 1964     MONUMENTED       TNHD
 GA2503
 GA2503                          STATION DESCRIPTION
 GA2503
 GA2503'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2503'4 MI SW FROM NEW TAZEWELL.
 GA2503'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2503'33 FOR 3.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 28 FEET
 GA2503'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 3 FEET EAST OF
 GA2503'A BARBED WIRE FENCE AND 2.5 FEET SOUTH OF A METAL WITNESS POST
 GA2503'WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2503'DISK CEMENTED FLUSH IN A DRILLED HOLE IN OUT-CROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2512 ***********************************************************************
 GA2512  DESIGNATION -  33 4
 GA2512  PID         -  GA2512
 GA2512  STATE/COUNTY-  TN/CLAIBORNE
 GA2512  USGS QUAD   -  CLOUDS (1952)
 GA2512
 GA2512                         *CURRENT SURVEY CONTROL
 GA2512  ___________________________________________________________________
 GA2512* NAD 83(1986)-  36 23 45.     (N)    083 41 50.     (W)     SCALED    
 GA2512* NAVD 88     -       351.029  (meters)    1151.67   (feet)  ADJUSTED  
 GA2512  ___________________________________________________________________
 GA2512  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA2512  DYNAMIC HT  -         350.715 (meters)    1150.64  (feet)  COMP
 GA2512  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 GA2512
 GA2512  VERT ORDER  -  SECOND    CLASS 0
 GA2512
 GA2512.The horizontal coordinates were scaled from a topographic map and have
 GA2512.an estimated accuracy of +/- 6 seconds.
 GA2512
 GA2512.The orthometric height was determined by differential leveling
 GA2512.and adjusted by the National Geodetic Survey in June 1991..
 GA2512
 GA2512.The geoid height was determined by GEOID03.
 GA2512
 GA2512.The dynamic height is computed by dividing the NAVD 88
 GA2512.geopotential number by the normal gravity value computed on the
 GA2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2512.degrees latitude (g = 980.6199 gals.).
 GA2512
 GA2512.The modeled gravity was interpolated from observed gravity values.
 GA2512
 GA2512;                    North         East    Units  Estimated Accuracy
 GA2512;SPC TN       -   231,270.      806,570.      MT  (+/- 180 meters Scaled)
 GA2512
 GA2512                          SUPERSEDED SURVEY CONTROL
 GA2512
 GA2512  NGVD 29 (??/??/92)  351.125  (m)         1151.98   (f) ADJ UNCH    2 0
 GA2512
 GA2512.Superseded values are not recommended for survey control.
 GA2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2512.See file dsdata.txt to determine how the superseded data were derived.
 GA2512
 GA2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA581312(NAD 83)
 GA2512_MARKER: DD = SURVEY DISK
 GA2512_SETTING: 66 = SET IN ROCK OUTCROP
 GA2512_SP_SET: SET IN ROCK OUTCROP
 GA2512_STAMPING: 33-4 1964
 GA2512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2512+STABILITY: POSITION/ELEVATION WELL
 GA2512
 GA2512  HISTORY     - Date     Condition        Report By
 GA2512  HISTORY     - 1964     MONUMENTED       TNHD
 GA2512
 GA2512                          STATION DESCRIPTION
 GA2512
 GA2512'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2512'6 MI SE FROM NEW TAZEWELL.
 GA2512'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2512'33 FOR 6.0 MILES TO THE MARK ON THE LEFT.  THE MARK IS 22 FEET
 GA2512'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 16 FEET
 GA2512'WEST OF A 6-INCH CEDAR TREE AND 10 FEET NORTHWEST OF A FENCE.  THE
 GA2512'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GA2512'FLUSH IN A DRILLED HOLE IN OUT-CROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2514 ***********************************************************************
 GA2514  DESIGNATION -  33 5
 GA2514  PID         -  GA2514
 GA2514  STATE/COUNTY-  TN/CLAIBORNE
 GA2514  USGS QUAD   -  CLOUDS (1952)
 GA2514
 GA2514                         *CURRENT SURVEY CONTROL
 GA2514  ___________________________________________________________________
 GA2514* NAD 83(1986)-  36 23 04.     (N)    083 42 37.     (W)     SCALED    
 GA2514* NAVD 88     -       321.357  (meters)    1054.32   (feet)  ADJUSTED  
 GA2514  ___________________________________________________________________
 GA2514  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA2514  DYNAMIC HT  -         321.071 (meters)    1053.38  (feet)  COMP
 GA2514  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 GA2514
 GA2514  VERT ORDER  -  SECOND    CLASS 0
 GA2514
 GA2514.The horizontal coordinates were scaled from a topographic map and have
 GA2514.an estimated accuracy of +/- 6 seconds.
 GA2514
 GA2514.The orthometric height was determined by differential leveling
 GA2514.and adjusted by the National Geodetic Survey in June 1991..
 GA2514
 GA2514.The geoid height was determined by GEOID03.
 GA2514
 GA2514.The dynamic height is computed by dividing the NAVD 88
 GA2514.geopotential number by the normal gravity value computed on the
 GA2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2514.degrees latitude (g = 980.6199 gals.).
 GA2514
 GA2514.The modeled gravity was interpolated from observed gravity values.
 GA2514
 GA2514;                    North         East    Units  Estimated Accuracy
 GA2514;SPC TN       -   229,980.      805,420.      MT  (+/- 180 meters Scaled)
 GA2514
 GA2514                          SUPERSEDED SURVEY CONTROL
 GA2514
 GA2514  NGVD 29 (??/??/92)  321.454  (m)         1054.64   (f) ADJ UNCH    2 0
 GA2514
 GA2514.Superseded values are not recommended for survey control.
 GA2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2514.See file dsdata.txt to determine how the superseded data were derived.
 GA2514
 GA2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA568300(NAD 83)
 GA2514_MARKER: DD = SURVEY DISK
 GA2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2514_STAMPING: 33-5 1964
 GA2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2514+STABILITY: SURFACE MOTION
 GA2514
 GA2514  HISTORY     - Date     Condition        Report By
 GA2514  HISTORY     - 1964     MONUMENTED       TNHD
 GA2514
 GA2514                          STATION DESCRIPTION
 GA2514
 GA2514'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2514'7 MI SW FROM NEW TAZEWELL.
 GA2514'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2514'33 FOR 7.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 20 FEET
 GA2514'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 17 FEET
 GA2514'SOUTHEAST OF A 24-INCH BEECH TREE AND 2.7 FEET NORTHEAST OF A
 GA2514'METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA2514'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2514'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2518 ***********************************************************************
 GA2518  DESIGNATION -  33 6
 GA2518  PID         -  GA2518
 GA2518  STATE/COUNTY-  TN/CLAIBORNE
 GA2518  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2518
 GA2518                         *CURRENT SURVEY CONTROL
 GA2518  ___________________________________________________________________
 GA2518* NAD 83(1986)-  36 21 35.     (N)    083 43 44.     (W)     SCALED    
 GA2518* NAVD 88     -       326.882  (meters)    1072.45   (feet)  ADJUSTED  
 GA2518  ___________________________________________________________________
 GA2518  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA2518  DYNAMIC HT  -         326.589 (meters)    1071.48  (feet)  COMP
 GA2518  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 GA2518
 GA2518  VERT ORDER  -  SECOND    CLASS 0
 GA2518
 GA2518.The horizontal coordinates were scaled from a topographic map and have
 GA2518.an estimated accuracy of +/- 6 seconds.
 GA2518
 GA2518.The orthometric height was determined by differential leveling
 GA2518.and adjusted by the National Geodetic Survey in June 1991..
 GA2518
 GA2518.The geoid height was determined by GEOID03.
 GA2518
 GA2518.The dynamic height is computed by dividing the NAVD 88
 GA2518.geopotential number by the normal gravity value computed on the
 GA2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2518.degrees latitude (g = 980.6199 gals.).
 GA2518
 GA2518.The modeled gravity was interpolated from observed gravity values.
 GA2518
 GA2518;                    North         East    Units  Estimated Accuracy
 GA2518;SPC TN       -   227,200.      803,820.      MT  (+/- 180 meters Scaled)
 GA2518
 GA2518                          SUPERSEDED SURVEY CONTROL
 GA2518
 GA2518  NGVD 29 (??/??/92)  326.972  (m)         1072.74   (f) ADJ UNCH    2 0
 GA2518
 GA2518.Superseded values are not recommended for survey control.
 GA2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2518.See file dsdata.txt to determine how the superseded data were derived.
 GA2518
 GA2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA551273(NAD 83)
 GA2518_MARKER: DD = SURVEY DISK
 GA2518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2518_SP_SET: CULVERT
 GA2518_STAMPING: 33-6 1964
 GA2518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2518
 GA2518  HISTORY     - Date     Condition        Report By
 GA2518  HISTORY     - 1964     MONUMENTED       TNHD
 GA2518  HISTORY     - 1980     GOOD             NGS
 GA2518
 GA2518                          STATION DESCRIPTION
 GA2518
 GA2518'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2518'9 MI SW FROM NEW TAZEWELL.
 GA2518'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2518'33 FOR 9.0 MILES TO THE MARK ON THE LEFT.  THE MARK IS 30 FEET
 GA2518'WEST OF A 24-INCH OAK TREE AND 20 FEET SOUTHEAST OF THE APPROXIMATE
 GA2518'CENTER OF STATE ROUTE 33.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2518'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE 6 INCHES NORTHEAST
 GA2518'OF THE SOUTHWEST END OF A CONCRETE CULVERT HEADWALL.
 GA2518
 GA2518                          STATION RECOVERY (1980)
 GA2518
 GA2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2518'8. 2 MILE NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 GA2518'STATE HIGHWAY 61 ABOUT 1.5 MILES NORTHEAST OF MAYNARDVILLE, 18 FEET
 GA2518'EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 275 FEET NORTHEAST AND
 GA2518'ACROSS THE HIGHWAY FROM BROGANS GROCERY, 125 FEET SOUTHEAST AND
 GA2518'ACROSS HIGHWAY FROM A BARN, 27 FEET WEST OF A 28 INCH OAK TREE, 45
 GA2518'FEET EAST OF TELEPHONE POLE NO 230. 2 METAL PINS DRIVEN BY MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2524 ***********************************************************************
 GA2524  DESIGNATION -  33 7
 GA2524  PID         -  GA2524
 GA2524  STATE/COUNTY-  TN/UNION
 GA2524  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2524
 GA2524                         *CURRENT SURVEY CONTROL
 GA2524  ___________________________________________________________________
 GA2524* NAD 83(1986)-  36 19 39.     (N)    083 44 45.     (W)     SCALED    
 GA2524* NAVD 88     -       322.410  (meters)    1057.77   (feet)  ADJUSTED  
 GA2524  ___________________________________________________________________
 GA2524  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2524  DYNAMIC HT  -         322.119 (meters)    1056.82  (feet)  COMP
 GA2524  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 GA2524
 GA2524  VERT ORDER  -  SECOND    CLASS 0
 GA2524
 GA2524.The horizontal coordinates were scaled from a topographic map and have
 GA2524.an estimated accuracy of +/- 6 seconds.
 GA2524
 GA2524.The orthometric height was determined by differential leveling
 GA2524.and adjusted by the National Geodetic Survey in June 1991..
 GA2524
 GA2524.The geoid height was determined by GEOID03.
 GA2524
 GA2524.The dynamic height is computed by dividing the NAVD 88
 GA2524.geopotential number by the normal gravity value computed on the
 GA2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2524.degrees latitude (g = 980.6199 gals.).
 GA2524
 GA2524.The modeled gravity was interpolated from observed gravity values.
 GA2524
 GA2524;                    North         East    Units  Estimated Accuracy
 GA2524;SPC TN       -   223,590.      802,380.      MT  (+/- 180 meters Scaled)
 GA2524
 GA2524                          SUPERSEDED SURVEY CONTROL
 GA2524
 GA2524  NGVD 29 (??/??/92)  322.491  (m)         1058.04   (f) ADJ UNCH    2 0
 GA2524
 GA2524.Superseded values are not recommended for survey control.
 GA2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2524.See file dsdata.txt to determine how the superseded data were derived.
 GA2524
 GA2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA535237(NAD 83)
 GA2524_MARKER: DD = SURVEY DISK
 GA2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2524_STAMPING: 33-7 1964
 GA2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2524+STABILITY: SURFACE MOTION
 GA2524
 GA2524  HISTORY     - Date     Condition        Report By
 GA2524  HISTORY     - 1964     MONUMENTED       TNHD
 GA2524
 GA2524                          STATION DESCRIPTION
 GA2524
 GA2524'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2524'6 MI NE FROM MAYNARDVILLE.
 GA2524'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2524'33 FOR 6.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 92 FEET
 GA2524'SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 26 FEET EAST
 GA2524'OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 4.3 FEET NORTH
 GA2524'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2524'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2524'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2525 ***********************************************************************
 GA2525  DESIGNATION -  33 8
 GA2525  PID         -  GA2525
 GA2525  STATE/COUNTY-  TN/UNION
 GA2525  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2525
 GA2525                         *CURRENT SURVEY CONTROL
 GA2525  ___________________________________________________________________
 GA2525* NAD 83(1986)-  36 18 53.     (N)    083 45 08.     (W)     SCALED    
 GA2525* NAVD 88     -       374.030  (meters)    1227.13   (feet)  ADJUSTED  
 GA2525  ___________________________________________________________________
 GA2525  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2525  DYNAMIC HT  -         373.691 (meters)    1226.02  (feet)  COMP
 GA2525  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GA2525
 GA2525  VERT ORDER  -  SECOND    CLASS 0
 GA2525
 GA2525.The horizontal coordinates were scaled from a topographic map and have
 GA2525.an estimated accuracy of +/- 6 seconds.
 GA2525
 GA2525.The orthometric height was determined by differential leveling
 GA2525.and adjusted by the National Geodetic Survey in June 1991..
 GA2525
 GA2525.The geoid height was determined by GEOID03.
 GA2525
 GA2525.The dynamic height is computed by dividing the NAVD 88
 GA2525.geopotential number by the normal gravity value computed on the
 GA2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2525.degrees latitude (g = 980.6199 gals.).
 GA2525
 GA2525.The modeled gravity was interpolated from observed gravity values.
 GA2525
 GA2525;                    North         East    Units  Estimated Accuracy
 GA2525;SPC TN       -   222,150.      801,840.      MT  (+/- 180 meters Scaled)
 GA2525
 GA2525                          SUPERSEDED SURVEY CONTROL
 GA2525
 GA2525  NGVD 29 (??/??/92)  374.106  (m)         1227.38   (f) ADJ UNCH    2 0
 GA2525
 GA2525.Superseded values are not recommended for survey control.
 GA2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2525.See file dsdata.txt to determine how the superseded data were derived.
 GA2525
 GA2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA529223(NAD 83)
 GA2525_MARKER: DD = SURVEY DISK
 GA2525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2525_SP_SET: CULVERT
 GA2525_STAMPING: 33-8 1964
 GA2525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2525
 GA2525  HISTORY     - Date     Condition        Report By
 GA2525  HISTORY     - 1964     MONUMENTED       TNHD
 GA2525  HISTORY     - 1966     GOOD             NGS
 GA2525
 GA2525                          STATION DESCRIPTION
 GA2525
 GA2525'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2525'5 MI NE FROM MAYNARDVILLE.
 GA2525'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2525'33 FOR 5.2 MILES TO THE MARK ON THE RIGHT.  THE MARK IS APPROXIMATELY
 GA2525'220 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 GA2525'LEADING NORTHEAST, 72 FEET SOUTH OF POWER POLE NO. 474, 28 FEET
 GA2525'WEST OF AN 8-INCH PINE TREE AND 21 FEET EAST OF THE APPROXIMATE
 GA2525'CENTER OF STATE ROUTE 33.  THE MARK IS A STANDARD TENNESSEE
 GA2525'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE 7 INCHES
 GA2525'NORTH OF THE SOUTH END OF THE EAST HEADWALL, OF A CORRUGATED
 GA2525'METAL PIPE CULVERT.  NOTE-- 33-8 DID NOT CHECK PREVIOUS LEVELING
 GA2525'BETWEEN 33-8 AND TBM F-21 OR TBM F-22.
 GA2525
 GA2525                          STATION RECOVERY (1966)
 GA2525
 GA2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2529 ***********************************************************************
 GA2529  DESIGNATION -  33 9
 GA2529  PID         -  GA2529
 GA2529  STATE/COUNTY-  TN/UNION
 GA2529  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2529
 GA2529                         *CURRENT SURVEY CONTROL
 GA2529  ___________________________________________________________________
 GA2529* NAD 83(1986)-  36 17 11.     (N)    083 45 34.     (W)     SCALED    
 GA2529* NAVD 88     -       394.357  (meters)    1293.82   (feet)  ADJUSTED  
 GA2529  ___________________________________________________________________
 GA2529  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2529  DYNAMIC HT  -         393.994 (meters)    1292.63  (feet)  COMP
 GA2529  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 GA2529
 GA2529  VERT ORDER  -  SECOND    CLASS 0
 GA2529
 GA2529.The horizontal coordinates were scaled from a topographic map and have
 GA2529.an estimated accuracy of +/- 6 seconds.
 GA2529
 GA2529.The orthometric height was determined by differential leveling
 GA2529.and adjusted by the National Geodetic Survey in June 1991..
 GA2529
 GA2529.The geoid height was determined by GEOID03.
 GA2529
 GA2529.The dynamic height is computed by dividing the NAVD 88
 GA2529.geopotential number by the normal gravity value computed on the
 GA2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2529.degrees latitude (g = 980.6199 gals.).
 GA2529
 GA2529.The modeled gravity was interpolated from observed gravity values.
 GA2529
 GA2529;                    North         East    Units  Estimated Accuracy
 GA2529;SPC TN       -   219,000.      801,260.      MT  (+/- 180 meters Scaled)
 GA2529
 GA2529                          SUPERSEDED SURVEY CONTROL
 GA2529
 GA2529  NGVD 29 (??/??/92)  394.422  (m)         1294.03   (f) ADJ UNCH    2 0
 GA2529
 GA2529.Superseded values are not recommended for survey control.
 GA2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2529.See file dsdata.txt to determine how the superseded data were derived.
 GA2529
 GA2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA521192(NAD 83)
 GA2529_MARKER: DD = SURVEY DISK
 GA2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2529_STAMPING: 33-9 1964
 GA2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2529+STABILITY: SURFACE MOTION
 GA2529
 GA2529  HISTORY     - Date     Condition        Report By
 GA2529  HISTORY     - 1964     MONUMENTED       TNHD
 GA2529
 GA2529                          STATION DESCRIPTION
 GA2529
 GA2529'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2529'3 MI NE FROM MAYNARDVILLE.
 GA2529'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE
 GA2529'ROUTE 33 FOR 3.3 MILES TO THE INTERSECTION OF HICKORY VALLEY
 GA2529'ROAD (R-3299) AND THE MARK ON THE LEFT.  THE MARK IS LOCATED IN
 GA2529'THE WEST TRIANGLE FORMED BY THE INTERSECTION, 50 FEET NORTHWEST
 GA2529'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 22 FEET SOUTHEAST OF
 GA2529'THE APPROXIMATE CENTER OF HICKORY VALLEY ROAD, 16 FEET EAST OF
 GA2529'A FENCE CORNER, 4 FEET NORTHWEST OF POWER POLE NO. 81 AND 2.0
 GA2529'FEET WEST OF A WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2529'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2529'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2545 ***********************************************************************
 GA2545  DESIGNATION -  33 A
 GA2545  PID         -  GA2545
 GA2545  STATE/COUNTY-  TN/UNION
 GA2545  USGS QUAD   -  GRAVESTON (1987)
 GA2545
 GA2545                         *CURRENT SURVEY CONTROL
 GA2545  ___________________________________________________________________
 GA2545* NAD 83(1986)-  36 13 26.     (N)    083 50 15.     (W)     SCALED    
 GA2545* NAVD 88     -       343.004  (meters)    1125.34   (feet)  ADJUSTED  
 GA2545  ___________________________________________________________________
 GA2545  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2545  DYNAMIC HT  -         342.691 (meters)    1124.31  (feet)  COMP
 GA2545  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 GA2545
 GA2545  VERT ORDER  -  SECOND    CLASS 0
 GA2545
 GA2545.The horizontal coordinates were scaled from a topographic map and have
 GA2545.an estimated accuracy of +/- 6 seconds.
 GA2545
 GA2545.The orthometric height was determined by differential leveling
 GA2545.and adjusted by the National Geodetic Survey in June 1991..
 GA2545
 GA2545.The geoid height was determined by GEOID03.
 GA2545
 GA2545.The dynamic height is computed by dividing the NAVD 88
 GA2545.geopotential number by the normal gravity value computed on the
 GA2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2545.degrees latitude (g = 980.6199 gals.).
 GA2545
 GA2545.The modeled gravity was interpolated from observed gravity values.
 GA2545
 GA2545;                    North         East    Units  Estimated Accuracy
 GA2545;SPC TN       -   211,910.      794,410.      MT  (+/- 180 meters Scaled)
 GA2545
 GA2545                          SUPERSEDED SURVEY CONTROL
 GA2545
 GA2545  NGVD 29 (??/??/92)  343.077  (m)         1125.58   (f) ADJ UNCH    2 0
 GA2545
 GA2545.Superseded values are not recommended for survey control.
 GA2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2545.See file dsdata.txt to determine how the superseded data were derived.
 GA2545
 GA2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA449125(NAD 83)
 GA2545_MARKER: DD = SURVEY DISK
 GA2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2545_STAMPING: 33-A 1964
 GA2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2545+STABILITY: SURFACE MOTION
 GA2545
 GA2545  HISTORY     - Date     Condition        Report By
 GA2545  HISTORY     - 1964     MONUMENTED       TNHD
 GA2545  HISTORY     - 1980     GOOD             NGS
 GA2545
 GA2545                          STATION DESCRIPTION
 GA2545
 GA2545'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2545'3 MI SW FROM MAYNARDVILLE.
 GA2545'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2545'33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE LEFT,
 GA2545'TURN LEFT AND GO 0.5 MILE SOUTHEAST ON STATE ROUTE 144 TO THE MARK
 GA2545'ON THE RIGHT.  THE MARK IS 29 FEET NORTHWEST OF THE APPROXIMATE
 GA2545'CENTER OF A GRAVELED DRIVE, 14 FEET WEST OF THE APPROXIMATE CENTER
 GA2545'OF STATE ROUTE 144, 2.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN,
 GA2545'2 FEET NORTH OF POWER POLE NO. S 346 AND 2 FEET NORTHEAST OF A
 GA2545'FENCE CORNER.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2545'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2545'GROUND.
 GA2545
 GA2545                          STATION RECOVERY (1980)
 GA2545
 GA2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2545'0.4 MILE SOUTHEAST ON HIGHWAY 144, 2 FEET SOUTHEAST OF THE POWER POLE
 GA2545'AND HAS 2 IRON PINS DRIVEN BY IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2546 ***********************************************************************
 GA2546  DESIGNATION -  33 B
 GA2546  PID         -  GA2546
 GA2546  STATE/COUNTY-  TN/UNION
 GA2546  USGS QUAD   -  GRAVESTON (1987)
 GA2546
 GA2546                         *CURRENT SURVEY CONTROL
 GA2546  ___________________________________________________________________
 GA2546* NAD 83(1986)-  36 12 52.     (N)    083 49 54.     (W)     SCALED    
 GA2546* NAVD 88     -       325.952  (meters)    1069.39   (feet)  ADJUSTED  
 GA2546  ___________________________________________________________________
 GA2546  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2546  DYNAMIC HT  -         325.654 (meters)    1068.42  (feet)  COMP
 GA2546  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2546
 GA2546  VERT ORDER  -  SECOND    CLASS 0
 GA2546
 GA2546.The horizontal coordinates were scaled from a topographic map and have
 GA2546.an estimated accuracy of +/- 6 seconds.
 GA2546
 GA2546.The orthometric height was determined by differential leveling
 GA2546.and adjusted by the National Geodetic Survey in June 1991..
 GA2546
 GA2546.The geoid height was determined by GEOID03.
 GA2546
 GA2546.The dynamic height is computed by dividing the NAVD 88
 GA2546.geopotential number by the normal gravity value computed on the
 GA2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2546.degrees latitude (g = 980.6199 gals.).
 GA2546
 GA2546.The modeled gravity was interpolated from observed gravity values.
 GA2546
 GA2546;                    North         East    Units  Estimated Accuracy
 GA2546;SPC TN       -   210,870.      794,950.      MT  (+/- 180 meters Scaled)
 GA2546
 GA2546                          SUPERSEDED SURVEY CONTROL
 GA2546
 GA2546  NGVD 29 (??/??/92)  326.024  (m)         1069.63   (f) ADJ UNCH    2 0
 GA2546
 GA2546.Superseded values are not recommended for survey control.
 GA2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2546.See file dsdata.txt to determine how the superseded data were derived.
 GA2546
 GA2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA454114(NAD 83)
 GA2546_MARKER: DD = SURVEY DISK
 GA2546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2546_SP_SET: BRIDGE
 GA2546_STAMPING: 33-B 1964
 GA2546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2546
 GA2546  HISTORY     - Date     Condition        Report By
 GA2546  HISTORY     - 1964     MONUMENTED       TNHD
 GA2546  HISTORY     - 1980     GOOD             NGS
 GA2546
 GA2546                          STATION DESCRIPTION
 GA2546
 GA2546'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2546'3.5 MI SW FROM MAYNARDVILLE.
 GA2546'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2546'33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE LEFT,
 GA2546'TURN LEFT AND GO 1.1 MILES SOUTHEAST ON STATE ROUTE 144 TO THE
 GA2546'MARK ON THE LEFT.  THE MARK IS 13 FEET SOUTHWEST OF THE
 GA2546'APPROXIMATE CENTER OF STATE ROUTE 144 AND THE MARK IS A STANDARD
 GA2546'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 GA2546'HOLE 4 FEET NORTH OF THE SOUTHEAST END OF THE HEADWALL, IN THE
 GA2546'FIRST BRIDGE OVER BULL RUN CREEK.
 GA2546
 GA2546                          STATION RECOVERY (1980)
 GA2546
 GA2546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2547 ***********************************************************************
 GA2547  DESIGNATION -  33 C
 GA2547  PID         -  GA2547
 GA2547  STATE/COUNTY-  TN/UNION
 GA2547  USGS QUAD   -  GRAVESTON (1987)
 GA2547
 GA2547                         *CURRENT SURVEY CONTROL
 GA2547  ___________________________________________________________________
 GA2547* NAD 83(1986)-  36 12 10.     (N)    083 49 47.     (W)     SCALED    
 GA2547* NAVD 88     -       318.433  (meters)    1044.73   (feet)  ADJUSTED  
 GA2547  ___________________________________________________________________
 GA2547  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2547  DYNAMIC HT  -         318.141 (meters)    1043.77  (feet)  COMP
 GA2547  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 GA2547
 GA2547  VERT ORDER  -  SECOND    CLASS 0
 GA2547
 GA2547.The horizontal coordinates were scaled from a topographic map and have
 GA2547.an estimated accuracy of +/- 6 seconds.
 GA2547
 GA2547.The orthometric height was determined by differential leveling
 GA2547.and adjusted by the National Geodetic Survey in June 1991..
 GA2547
 GA2547.The geoid height was determined by GEOID03.
 GA2547
 GA2547.The dynamic height is computed by dividing the NAVD 88
 GA2547.geopotential number by the normal gravity value computed on the
 GA2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2547.degrees latitude (g = 980.6199 gals.).
 GA2547
 GA2547.The modeled gravity was interpolated from observed gravity values.
 GA2547
 GA2547;                    North         East    Units  Estimated Accuracy
 GA2547;SPC TN       -   209,580.      795,160.      MT  (+/- 180 meters Scaled)
 GA2547
 GA2547                          SUPERSEDED SURVEY CONTROL
 GA2547
 GA2547  NGVD 29 (??/??/92)  318.505  (m)         1044.96   (f) ADJ UNCH    2 0
 GA2547
 GA2547.Superseded values are not recommended for survey control.
 GA2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2547.See file dsdata.txt to determine how the superseded data were derived.
 GA2547
 GA2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA455101(NAD 83)
 GA2547_MARKER: DD = SURVEY DISK
 GA2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2547_STAMPING: 33-C 1964
 GA2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2547+STABILITY: SURFACE MOTION
 GA2547
 GA2547  HISTORY     - Date     Condition        Report By
 GA2547  HISTORY     - 1964     MONUMENTED       TNHD
 GA2547  HISTORY     - 1980     GOOD             NGS
 GA2547
 GA2547                          STATION DESCRIPTION
 GA2547
 GA2547'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2547'5 MI SW FROM MAYNARDVILLE.
 GA2547'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2547'33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE LEFT,
 GA2547'TURN LEFT AND GO 2.1 MILES ON STATE ROUTE 144 TO THE MARK ON
 GA2547'THE LEFT.  THE MARK IS ABOUT 170 FEET NORTHEAST OF THE UNION
 GA2547'MISSIONARY BAPTIST CHURCH, 22 FEET SOUTHEAST OF THE APPROXIMATE
 GA2547'CENTER OF STATE ROUTE 144, 4 FEET NORTHWEST OF A 6-INCH SWEET
 GA2547'GUM TREE AND 2.2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 GA2547'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2547'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2547
 GA2547                          STATION RECOVERY (1980)
 GA2547
 GA2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2547'AT THE BASE OF A 9 INCH GUM TREE, 0.5 LOWER THAN PAVEMENT, 66 FEET
 GA2547'SOUTHEAST OF TELEPHONE POLE NO. 32 AND 160 FEET SOUTHWEST OF POWER
 GA2547'POLE NO 71. 2 IRON PINS DRIVEN BESIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2548 ***********************************************************************
 GA2548  DESIGNATION -  33 D
 GA2548  PID         -  GA2548
 GA2548  STATE/COUNTY-  TN/UNION
 GA2548  USGS QUAD   -  GRAVESTON (1987)
 GA2548
 GA2548                         *CURRENT SURVEY CONTROL
 GA2548  ___________________________________________________________________
 GA2548* NAD 83(1986)-  36 11 27.     (N)    083 49 31.     (W)     SCALED    
 GA2548* NAVD 88     -       308.962  (meters)    1013.65   (feet)  ADJUSTED  
 GA2548  ___________________________________________________________________
 GA2548  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2548  DYNAMIC HT  -         308.678 (meters)    1012.72  (feet)  COMP
 GA2548  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GA2548
 GA2548  VERT ORDER  -  SECOND    CLASS 0
 GA2548
 GA2548.The horizontal coordinates were scaled from a topographic map and have
 GA2548.an estimated accuracy of +/- 6 seconds.
 GA2548
 GA2548.The orthometric height was determined by differential leveling
 GA2548.and adjusted by the National Geodetic Survey in June 1991..
 GA2548
 GA2548.The geoid height was determined by GEOID03.
 GA2548
 GA2548.The dynamic height is computed by dividing the NAVD 88
 GA2548.geopotential number by the normal gravity value computed on the
 GA2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2548.degrees latitude (g = 980.6199 gals.).
 GA2548
 GA2548.The modeled gravity was interpolated from observed gravity values.
 GA2548
 GA2548;                    North         East    Units  Estimated Accuracy
 GA2548;SPC TN       -   208,260.      795,590.      MT  (+/- 180 meters Scaled)
 GA2548
 GA2548                          SUPERSEDED SURVEY CONTROL
 GA2548
 GA2548  NGVD 29 (??/??/92)  309.033  (m)         1013.89   (f) ADJ UNCH    2 0
 GA2548
 GA2548.Superseded values are not recommended for survey control.
 GA2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2548.See file dsdata.txt to determine how the superseded data were derived.
 GA2548
 GA2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA459088(NAD 83)
 GA2548_MARKER: DD = SURVEY DISK
 GA2548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2548_SP_SET: BRIDGE
 GA2548_STAMPING: 33-D 1964
 GA2548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2548
 GA2548  HISTORY     - Date     Condition        Report By
 GA2548  HISTORY     - 1964     MONUMENTED       TNHD
 GA2548  HISTORY     - 1980     GOOD             NGS
 GA2548
 GA2548                          STATION DESCRIPTION
 GA2548
 GA2548'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2548'6 MI SW FROM MAYNARDVILLE.
 GA2548'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE
 GA2548'ROUTE 33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE
 GA2548'LEFT, TURN LEFT AND GO 3.1 MILES ON STATE ROUTE 144 TO THE MARK
 GA2548'ON THE RIGHT.  THE MARK IS 15 FEET SOUTH OF THE APPROXIMATE CENTER
 GA2548'OF STATE ROUTE 144, 2 FEET BELOW THE PAVEMENT AND IT IS A STANDARD
 GA2548'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 GA2548'HOLE 1.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE THIRD BRIDGE
 GA2548'OVER BULL RUN CREEK.
 GA2548
 GA2548                          STATION RECOVERY (1980)
 GA2548
 GA2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2550 ***********************************************************************
 GA2550  DESIGNATION -  33 E
 GA2550  PID         -  GA2550
 GA2550  STATE/COUNTY-  TN/UNION
 GA2550  USGS QUAD   -  GRAVESTON (1987)
 GA2550
 GA2550                         *CURRENT SURVEY CONTROL
 GA2550  ___________________________________________________________________
 GA2550* NAD 83(1986)-  36 10 19.     (N)    083 48 22.     (W)     SCALED    
 GA2550* NAVD 88     -       339.282  (meters)    1113.13   (feet)  ADJUSTED  
 GA2550  ___________________________________________________________________
 GA2550  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA2550  DYNAMIC HT  -         338.971 (meters)    1112.11  (feet)  COMP
 GA2550  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2550
 GA2550  VERT ORDER  -  SECOND    CLASS 0
 GA2550
 GA2550.The horizontal coordinates were scaled from a topographic map and have
 GA2550.an estimated accuracy of +/- 6 seconds.
 GA2550
 GA2550.The orthometric height was determined by differential leveling
 GA2550.and adjusted by the National Geodetic Survey in June 1991..
 GA2550
 GA2550.The geoid height was determined by GEOID03.
 GA2550
 GA2550.The dynamic height is computed by dividing the NAVD 88
 GA2550.geopotential number by the normal gravity value computed on the
 GA2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2550.degrees latitude (g = 980.6199 gals.).
 GA2550
 GA2550.The modeled gravity was interpolated from observed gravity values.
 GA2550
 GA2550;                    North         East    Units  Estimated Accuracy
 GA2550;SPC TN       -   206,210.      797,360.      MT  (+/- 180 meters Scaled)
 GA2550
 GA2550                          SUPERSEDED SURVEY CONTROL
 GA2550
 GA2550  NGVD 29 (??/??/92)  339.352  (m)         1113.36   (f) ADJ UNCH    2 0
 GA2550
 GA2550.Superseded values are not recommended for survey control.
 GA2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2550.See file dsdata.txt to determine how the superseded data were derived.
 GA2550
 GA2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA476066(NAD 83)
 GA2550_MARKER: DD = SURVEY DISK
 GA2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2550_STAMPING: 33-E 1964
 GA2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2550+STABILITY: SURFACE MOTION
 GA2550
 GA2550  HISTORY     - Date     Condition        Report By
 GA2550  HISTORY     - 1964     MONUMENTED       TNHD
 GA2550  HISTORY     - 1980     GOOD             NGS
 GA2550
 GA2550                          STATION DESCRIPTION
 GA2550
 GA2550'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2550'8 MI SW FROM MAYNARDVILLE.
 GA2550'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2550'33 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 144 ON THE LEFT,
 GA2550'TURN LEFT AND GO 5.2 MILES SOUTHEAST ON STATE ROUTE 144 TO THE
 GA2550'JUNCTION OF STATE ROUTE 131, CONTINUE STRAIGHT AHEAD ON STATE
 GA2550'ROUTE 144 FOR ABOUT 100 FEET TO THE MARK ON THE LEFT.  THE MARK
 GA2550'IS 93 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GA2550'131, 14 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GA2550'144, 12 FEET SOUTHEAST OF A 12-INCH CEDAR TREE, 3.4 FEET SOUTHEAST
 GA2550'OF A METAL WITNESS POST WITH SIGN AND 2 FEET SOUTHWEST OF A
 GA2550'BARBED WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2550'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2550'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 GA2550
 GA2550                          STATION RECOVERY (1980)
 GA2550
 GA2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2551 ***********************************************************************
 GA2551  DESIGNATION -  33 F
 GA2551  PID         -  GA2551
 GA2551  STATE/COUNTY-  TN/UNION
 GA2551  USGS QUAD   -  GRAVESTON (1987)
 GA2551
 GA2551                         *CURRENT SURVEY CONTROL
 GA2551  ___________________________________________________________________
 GA2551* NAD 83(1986)-  36 09 34.     (N)    083 47 29.     (W)     SCALED    
 GA2551* NAVD 88     -       321.815  (meters)    1055.82   (feet)  ADJUSTED  
 GA2551  ___________________________________________________________________
 GA2551  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2551  DYNAMIC HT  -         321.520 (meters)    1054.85  (feet)  COMP
 GA2551  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 GA2551
 GA2551  VERT ORDER  -  SECOND    CLASS 0
 GA2551
 GA2551.The horizontal coordinates were scaled from a topographic map and have
 GA2551.an estimated accuracy of +/- 6 seconds.
 GA2551
 GA2551.The orthometric height was determined by differential leveling
 GA2551.and adjusted by the National Geodetic Survey in June 1991..
 GA2551
 GA2551.The geoid height was determined by GEOID03.
 GA2551
 GA2551.The dynamic height is computed by dividing the NAVD 88
 GA2551.geopotential number by the normal gravity value computed on the
 GA2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2551.degrees latitude (g = 980.6199 gals.).
 GA2551
 GA2551.The modeled gravity was interpolated from observed gravity values.
 GA2551
 GA2551;                    North         East    Units  Estimated Accuracy
 GA2551;SPC TN       -   204,850.      798,710.      MT  (+/- 180 meters Scaled)
 GA2551
 GA2551                          SUPERSEDED SURVEY CONTROL
 GA2551
 GA2551  NGVD 29 (??/??/92)  321.885  (m)         1056.05   (f) ADJ UNCH    2 0
 GA2551
 GA2551.Superseded values are not recommended for survey control.
 GA2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2551.See file dsdata.txt to determine how the superseded data were derived.
 GA2551
 GA2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA488052(NAD 83)
 GA2551_MARKER: DD = SURVEY DISK
 GA2551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2551_SP_SET: CULVERT
 GA2551_STAMPING: 33-F 1964
 GA2551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2551
 GA2551  HISTORY     - Date     Condition        Report By
 GA2551  HISTORY     - 1964     MONUMENTED       TNHD
 GA2551  HISTORY     - 1980     GOOD             NGS
 GA2551
 GA2551                          STATION DESCRIPTION
 GA2551
 GA2551'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2551'9 MI SW FROM MAYNARDVILLE.
 GA2551'FROM THE JUNCTION OF STATE ROUTE 144 AND STATE ROUTE 131 IN UNION
 GA2551'COUNTY, GO SOUTH ON STATE ROUTE 144 FOR 1.0 MILE TO THE MARK ON
 GA2551'THE LEFT.  THE MARK IS 17 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GA2551'OF STATE ROUTE 144.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2551'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE 2.6 FEET
 GA2551'NORTHWEST OF THE SOUTHEAST END OF THE NORTH HEADWALL, OF A
 GA2551'CONCRETE BOX CULVERT.
 GA2551
 GA2551                          STATION RECOVERY (1980)
 GA2551
 GA2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0681 ***********************************************************************
 FC0681  DESIGNATION -  3303
 FC0681  PID         -  FC0681
 FC0681  STATE/COUNTY-  TN/RHEA
 FC0681  USGS QUAD   -  SPRING CITY (1990)
 FC0681
 FC0681                         *CURRENT SURVEY CONTROL
 FC0681  ___________________________________________________________________
 FC0681* NAD 83(1986)-  35 40 50.     (N)    084 52 11.     (W)     SCALED    
 FC0681* NAVD 88     -       233.477  (meters)     766.00   (feet)  ADJUSTED  
 FC0681  ___________________________________________________________________
 FC0681  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0681  DYNAMIC HT  -         233.258 (meters)     765.28  (feet)  COMP
 FC0681  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 FC0681
 FC0681  VERT ORDER  -  FIRST     CLASS II
 FC0681
 FC0681.The horizontal coordinates were scaled from a topographic map and have
 FC0681.an estimated accuracy of +/- 6 seconds.
 FC0681
 FC0681.The orthometric height was determined by differential leveling
 FC0681.and adjusted by the National Geodetic Survey in June 1991..
 FC0681
 FC0681.The geoid height was determined by GEOID03.
 FC0681
 FC0681.The dynamic height is computed by dividing the NAVD 88
 FC0681.geopotential number by the normal gravity value computed on the
 FC0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0681.degrees latitude (g = 980.6199 gals.).
 FC0681
 FC0681.The modeled gravity was interpolated from observed gravity values.
 FC0681
 FC0681;                    North         East    Units  Estimated Accuracy
 FC0681;SPC TN       -   150,060.      702,310.      MT  (+/- 180 meters Scaled)
 FC0681
 FC0681                          SUPERSEDED SURVEY CONTROL
 FC0681
 FC0681  NGVD 29 (??/??/92)  233.563  (m)          766.28   (f) ADJ UNCH    1 2
 FC0681
 FC0681.Superseded values are not recommended for survey control.
 FC0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0681.See file dsdata.txt to determine how the superseded data were derived.
 FC0681
 FC0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE927506(NAD 83)
 FC0681_MARKER: DD = SURVEY DISK
 FC0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0681_STAMPING: 3303
 FC0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0681+STABILITY: SURFACE MOTION
 FC0681
 FC0681  HISTORY     - Date     Condition        Report By
 FC0681  HISTORY     - UNK      MONUMENTED       TNGS
 FC0681  HISTORY     - 1950     GOOD             NGS
 FC0681
 FC0681                          STATION DESCRIPTION
 FC0681
 FC0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0681'1 MI SW FROM SPRING CITY.
 FC0681'1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0681'AT SPRING CITY, 132 YARDS SOUTHWEST OF THE SPRING CITY LIMIT SIGN,
 FC0681'87 YARDS NORTHEAST OF SEMAPHORE SIGNAL NO. 284.3, 64 FEET SOUTHEAST
 FC0681'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 21 FEET NORTHWEST OF
 FC0681'THE CENTER LINE OF U.S. HIGHWAY 27, 16 FEET SOUTHEAST OF A FENCE
 FC0681'LINE, 60 FEET SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST
 FC0681'HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 45
 FC0681'FEET SOUTHEAST OF A SWITCH STAND, 1/2 FOOT SOUTHEAST OF A T.V.A.
 FC0681'STEEL WITNESS POST, 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP
 FC0681'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0680 ***********************************************************************
 FC0680  DESIGNATION -  3304
 FC0680  PID         -  FC0680
 FC0680  STATE/COUNTY-  TN/RHEA
 FC0680  USGS QUAD   -  SPRING CITY (1990)
 FC0680
 FC0680                         *CURRENT SURVEY CONTROL
 FC0680  ___________________________________________________________________
 FC0680* NAD 83(1986)-  35 41 04.     (N)    084 52 02.     (W)     SCALED    
 FC0680* NAVD 88     -       232.774  (meters)     763.69   (feet)  ADJUSTED  
 FC0680  ___________________________________________________________________
 FC0680  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0680  DYNAMIC HT  -         232.555 (meters)     762.97  (feet)  COMP
 FC0680  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FC0680
 FC0680  VERT ORDER  -  FIRST     CLASS II
 FC0680
 FC0680.The horizontal coordinates were scaled from a topographic map and have
 FC0680.an estimated accuracy of +/- 6 seconds.
 FC0680
 FC0680.The orthometric height was determined by differential leveling
 FC0680.and adjusted by the National Geodetic Survey in June 1991..
 FC0680
 FC0680.The geoid height was determined by GEOID03.
 FC0680
 FC0680.The dynamic height is computed by dividing the NAVD 88
 FC0680.geopotential number by the normal gravity value computed on the
 FC0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0680.degrees latitude (g = 980.6199 gals.).
 FC0680
 FC0680.The modeled gravity was interpolated from observed gravity values.
 FC0680
 FC0680;                    North         East    Units  Estimated Accuracy
 FC0680;SPC TN       -   150,500.      702,530.      MT  (+/- 180 meters Scaled)
 FC0680
 FC0680                          SUPERSEDED SURVEY CONTROL
 FC0680
 FC0680  NGVD 29 (??/??/92)  232.859  (m)          763.97   (f) ADJ UNCH    1 2
 FC0680
 FC0680.Superseded values are not recommended for survey control.
 FC0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0680.See file dsdata.txt to determine how the superseded data were derived.
 FC0680
 FC0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE929510(NAD 83)
 FC0680_MARKER: DD = SURVEY DISK
 FC0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0680_STAMPING: 3304
 FC0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0680+STABILITY: SURFACE MOTION
 FC0680
 FC0680  HISTORY     - Date     Condition        Report By
 FC0680  HISTORY     - UNK      MONUMENTED       TNGS
 FC0680  HISTORY     - 1950     GOOD             NGS
 FC0680
 FC0680                          STATION DESCRIPTION
 FC0680
 FC0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0680'0.7 MI SW FROM SPRING CITY.
 FC0680'0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0680'AT SPRING CITY, AT MILE POST 284, 53 FEET SOUTHEAST OF THE
 FC0680'SOUTHEAST RAIL OF THE MAIN TRACK, 28 FEET NORTHWEST OF THE CENTER
 FC0680'LINE OF U.S. HIGHWAY 27, 70 FEET EAST AND ACROSS THE TRACK FROM
 FC0680'MILE POST 284, 5 FEET SOUTHEAST OF A FENCE LINE, 1/2 FOOT
 FC0680'SOUTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT BELOW
 FC0680'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0680'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1711 ***********************************************************************
 GD1711  DESIGNATION -  34 110 C CAP
 GD1711  PID         -  GD1711
 GD1711  STATE/COUNTY-  TN/DYER
 GD1711  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1711
 GD1711                         *CURRENT SURVEY CONTROL
 GD1711  ___________________________________________________________________
 GD1711* NAD 83(1995)-  36 03 14.11350(N)    089 40 11.13952(W)     ADJUSTED  
 GD1711* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1711  ___________________________________________________________________
 GD1711  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GD1711  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1711
 GD1711  HORZ ORDER  -  SECOND
 GD1711
 GD1711.The horizontal coordinates were established by classical geodetic methods
 GD1711.and adjusted by the National Geodetic Survey in April 1999..
 GD1711
 GD1711.The orthometric height was scaled from a topographic map.
 GD1711
 GD1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1711
 GD1711.The geoid height was determined by GEOID03.
 GD1711
 GD1711;                    North         East     Units Scale Factor Converg.
 GD1711;SPC TN       -   197,096.425   269,438.317   MT  0.99995574   -2 08 54.3
 GD1711;SPC TN       -   646,640.52    883,982.21   sFT  0.99995574   -2 08 54.3
 GD1711;SPC AR N     -   193,372.629   609,933.814   MT  0.99996945   +1 21 21.5
 GD1711;SPC AR N     -   634,423.37  2,001,091.19   sFT  0.99996945   +1 21 21.5
 GD1711;SPC MO E     -    24,793.240   324,802.245   MT  1.00000225   +0 29 19.2
 GD1711;UTM  16      - 3,993,227.922   259,517.731   MT  1.00031264   -1 34 19.3
 GD1711
 GD1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1711!SPC TN       -   0.99999171  x   0.99995574  =   0.99994745
 GD1711!SPC AR N     -   0.99999171  x   0.99996945  =   0.99996116
 GD1711!SPC MO E     -   0.99999171  x   1.00000225  =   0.99999396
 GD1711!UTM  16      -   0.99999171  x   1.00031264  =   1.00030435
 GD1711
 GD1711                          SUPERSEDED SURVEY CONTROL
 GD1711
 GD1711  NAD 83(1995)-  36 03 14.11365(N)    089 40 11.14031(W) AD(       ) 2
 GD1711  NAD 83(1995)-  36 03 14.11336(N)    089 40 11.14013(W) AD(       ) 2
 GD1711  NAD 83(1986)-  36 03 14.12508(N)    089 40 11.14000(W) AD(       ) 2
 GD1711  NAD 27      -  36 03 13.86760(N)    089 40 10.85310(W) AD(       ) 2
 GD1711
 GD1711.Superseded values are not recommended for survey control.
 GD1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1711.See file dsdata.txt to determine how the superseded data were derived.
 GD1711
 GD1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5951893228(NAD 83)
 GD1711_MARKER: P = PIPE CAP
 GD1711_SETTING: 0 = UNSPECIFIED SETTING
 GD1711_STAMPING: BM-REF 34-110 C 1953
 GD1711_MARK LOGO: USE   
 GD1711
 GD1711  HISTORY     - Date     Condition        Report By
 GD1711  HISTORY     - 1953     MONUMENTED       USE
 GD1711
 GD1711                          STATION DESCRIPTION
 GD1711
 GD1711'DESCRIBED BY US ENGINEERS 1953
 GD1711'THE STATION IS ABOUT 11 MILES WEST OF FINLEY, ABOUT 0.2 MILE
 GD1711'SOUTHEAST OF A FERRY LANDING AND ABOUT 0.2 MILE
 GD1711'EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER.
 GD1711'
 GD1711'B.M. 110 C (USED) WAS USED FOR REFERENCE MARK 2.  IT IS A STANDARD
 GD1711'U.S. ENGINEERS DEPARTMENT CAP STAMPED BM-REF 34-110 C 1953 RIVETED
 GD1711'TO THE TOP OF A 4 INCH IRON PIPE PROJECTING 14 INCHES.  IT IS 20
 GD1711'FEET SOUTH OF A WIRE FENCE AT THE SOUTH SIDE OF A CULTIVATED
 GD1711'FIELD, 9 FEET EAST OF A 24 INCH PECAN TREE AND 1 FOOT SOUTH OF
 GD1711'A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2208 ***********************************************************************
 GC2208  DESIGNATION -  34 EOM 872
 GC2208  PID         -  GC2208
 GC2208  STATE/COUNTY-  TN/ROBERTSON
 GC2208  USGS QUAD   -  WHITE HOUSE (1981)
 GC2208
 GC2208                         *CURRENT SURVEY CONTROL
 GC2208  ___________________________________________________________________
 GC2208* NAD 83(1995)-  36 28 15.09646(N)    086 39 08.76867(W)     ADJUSTED  
 GC2208* NAVD 88     -       265.65   (+/-2cm)     871.6    (feet)  VERTCON   
 GC2208  ___________________________________________________________________
 GC2208  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GC2208  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2208
 GC2208  HORZ ORDER  -  SECOND
 GC2208  VERT ORDER  -  THIRD ? (See Below)
 GC2208
 GC2208.The horizontal coordinates were established by classical geodetic methods
 GC2208.and adjusted by the National Geodetic Survey in April 1999..
 GC2208
 GC2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2208.The vertical order pertains to the NGVD 29 superseded value.
 GC2208
 GC2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2208
 GC2208.The geoid height was determined by GEOID03.
 GC2208
 GC2208;                    North         East     Units Scale Factor Converg.
 GC2208;SPC TN       -   237,357.312   541,525.514   MT  1.00001006   -0 22 55.1
 GC2208;SPC TN       -   778,729.78  1,776,654.96   sFT  1.00001006   -0 22 55.1
 GC2208;SPC KY1Z     - 1,015,655.555 1,419,104.368   MT  1.00020273   -0 33 14.6
 GC2208;SPC KY1Z     - 3,332,196.60  4,655,844.91   sFT  1.00020273   -0 33 14.6
 GC2208;SPC KY S     -   515,648.343   419,116.044   MT  1.00005800   -0 32 50.3
 GC2208;SPC KY S     - 1,691,756.27  1,375,049.89   sFT  1.00005800   -0 32 50.3
 GC2208;UTM  16      - 4,036,231.921   531,137.925   MT  0.99961195   +0 12 23.8
 GC2208
 GC2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2208!SPC TN       -   0.99996296  x   1.00001006  =   0.99997302
 GC2208!SPC KY1Z     -   0.99996296  x   1.00020273  =   1.00016568
 GC2208!SPC KY S     -   0.99996296  x   1.00005800  =   1.00002096
 GC2208!UTM  16      -   0.99996296  x   0.99961195  =   0.99957492
 GC2208
 GC2208                          SUPERSEDED SURVEY CONTROL
 GC2208
 GC2208  NAD 83(1995)-  36 28 15.09704(N)    086 39 08.76969(W) AD(       ) 2
 GC2208  NAD 83(1995)-  36 28 15.10307(N)    086 39 08.77185(W) AD(       ) 2
 GC2208  NAD 83(1986)-  36 28 15.10598(N)    086 39 08.77201(W) AD(       ) 2
 GC2208  NAD 27      -  36 28 14.94500(N)    086 39 08.79200(W) AD(       ) 2
 GC2208  NGVD 29 (07/19/86)  265.71   (m)          871.8    (f) LEVELING    3  
 GC2208
 GC2208.Superseded values are not recommended for survey control.
 GC2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2208.See file dsdata.txt to determine how the superseded data were derived.
 GC2208
 GC2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3113836232(NAD 83)
 GC2208_MARKER: DB = BENCH MARK DISK
 GC2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2208_STAMPING: 34 EOM 872 1950
 GC2208_MARK LOGO: USGS  
 GC2208
 GC2208  HISTORY     - Date     Condition        Report By
 GC2208  HISTORY     - 1951     MONUMENTED       CGS
 GC2208  HISTORY     - 1968     GOOD             CGS
 GC2208
 GC2208                          STATION DESCRIPTION
 GC2208
 GC2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2208'STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE POST OFFICE IN WHITE
 GC2208'HOUSE AND 1 BLOCK NORTHWEST OF THE INTERSECTION OF MAIN STREET AND
 GC2208'U.S. HIGHWAY 31W ON THE GROUNDS OF THE WHITE HOUSE METHODIST CHURCH.
 GC2208'IT IS 65 FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH AND 20 FEET
 GC2208'SOUTH OF THE CENTER OF DRIVEWAY. THE MARK IS AN 8X8 INCH CONCRETE
 GC2208'POST PROJECTING ABOUT 8 INCHES AND THE DISK STAMPED 34 EOM 1950, 872
 GC2208'(FEET ABOVE SEA LEVEL).
 GC2208'
 GC2208'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WHITEHOUSE
 GC2208'AND THE DISTANCE IN 143.64 FEET, (43.781 METERS).
 GC2208
 GC2208                          STATION RECOVERY (1968)
 GC2208
 GC2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2208'THIS MARK WAS RECOVERED IN FAIR CONDITION. IT IS AT THE WHITEHOUSE
 GC2208'1951 TRIANGULATION STATION SITE.
 GC2208'
 GC2208'TO REACH THE STATION FROM THE NEW POST OFFICE IIN WHITE HOUSE, GO
 GC2208'EASTERLY ON STATE ROUTE 76 FOR 0.1 OF A MILE TO U.S.  HIGHWAY 31W.
 GC2208'HERE TURN LEFT AND GO NORTHERLY ON U.S. HIGHWAY 31W FOR 0.15 OF A
 GC2208'MILE TO A PAVED DRIVEWAY ON THE LEFT, TURN LEFT ON THIS PAVED
 GC2208'DRIVEWAY AND GO WESTERLY ABOUT 0.05 OF A MILE TO THE WHITE HOUSE
 GC2208'UTILITY DISTRICT OFFICE AND WAREHOUSE, AND THE MARK AS DESCRIBED.
 GC2208'
 GC2208'THE MARK IS 143.68 FEET SOUTH OF THE STATION MARK, 78 FEET WEST OF A
 GC2208'10-INCH, TRIPLE TRUNKED CEDAR TREE, 72 FEET SOUTHEAST OF THE
 GC2208'NORTHEAST CORNER OF THE OFFICE BUILDING, 58 FEET EAST OF THE
 GC2208'SOUTHEAST CORNER OF THE OFFICE BUILDING, 51 FEET NORTH-NORTHEAST OF
 GC2208'A 36-INCH BLACK OAK TREE, 20 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2208'THE DRIVEWAY, AND ABOUT 6 FEET BELOW THE ELEVATION OF THE STATION
 GC2208'MARK. IT IS A USGS BENCH MARK DISK SET IN THE TOP OF A 7-INCH,
 GC2208'SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK
 GC2208'IS STAMPED 872 34EOM 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1940 ***********************************************************************
 FC1940  DESIGNATION -  3474
 FC1940  PID         -  FC1940
 FC1940  STATE/COUNTY-  TN/MARION
 FC1940  USGS QUAD   -  KETNER GAP (1976)
 FC1940
 FC1940                         *CURRENT SURVEY CONTROL
 FC1940  ___________________________________________________________________
 FC1940* NAD 83(1986)-  35 11 22.     (N)    085 29 09.     (W)     SCALED    
 FC1940* NAVD 88     -       206.60   (+/-2cm)     677.8    (feet)  VERTCON   
 FC1940  ___________________________________________________________________
 FC1940  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1940
 FC1940  VERT ORDER  -  THIRD (See Below)
 FC1940
 FC1940.The horizontal coordinates were scaled from a topographic map and have
 FC1940.an estimated accuracy of +/- 6 seconds.
 FC1940
 FC1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1940.The vertical order pertains to the NGVD 29 superseded value.
 FC1940
 FC1940.The geoid height was determined by GEOID03.
 FC1940
 FC1940;                    North         East    Units  Estimated Accuracy
 FC1940;SPC TN       -    95,110.      646,830.      MT  (+/- 180 meters Scaled)
 FC1940
 FC1940                          SUPERSEDED SURVEY CONTROL
 FC1940
 FC1940  NGVD 29 (??/??/??)  206.64   (m)          678.0    (f) N HEIGHT    3  
 FC1940
 FC1940.Superseded values are not recommended for survey control.
 FC1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1940.See file dsdata.txt to determine how the superseded data were derived.
 FC1940
 FC1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD378951(NAD 83)
 FC1940_MARKER: DB = BENCH MARK DISK
 FC1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1940_SP_SET: SQUARE CONCRETE MONUMENT
 FC1940_STAMPING: 3474
 FC1940_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1940+STABILITY: SURFACE MOTION
 FC1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1940+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1987
 FC1940
 FC1940  HISTORY     - Date     Condition        Report By
 FC1940  HISTORY     - 1934     MONUMENTED       TNGS
 FC1940  HISTORY     - 19870506 GOOD             TNDT
 FC1940
 FC1940                          STATION DESCRIPTION
 FC1940
 FC1940'DESCRIBED BY TN DEPT OF TRANSP 1987
 FC1940'THE MARK IS LOCATED ON ALVIN C YORK HIGHWAY, STATE HIGHWAY 28, 230
 FC1940'FEET NORTH OF POWELLS CROSSROADS ON DUNLAP HIGHWAY, 20 FEET WEST OF
 FC1940'CENTER LINE OF ROAD.  A STANDARD TABLET STAMPED 3474 AND SET IN A
 FC1940'CONCRETE MONUMENT, 1.3 FEET ABOVE GROUND.  A STEEL POST WITH CONTROL
 FC1940'MARKER SIGN SET AT THE MONUMENT.  ELEVATION 677.938 FEET OR 206.636
 FC1940'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2575 ***********************************************************************
 AJ2575  DESIGNATION -  35
 AJ2575  PID         -  AJ2575
 AJ2575  STATE/COUNTY-  TN/SHELBY
 AJ2575  USGS QUAD   -  MILLINGTON (1997)
 AJ2575
 AJ2575                         *CURRENT SURVEY CONTROL
 AJ2575  ___________________________________________________________________
 AJ2575* NAD 83(1995)-  35 18 40.90226(N)    089 56 31.90514(W)     ADJUSTED  
 AJ2575* NAVD 88     -        81.5    (meters)     267.     (feet)  GPS OBS   
 AJ2575  ___________________________________________________________________
 AJ2575  X           -       5,256.810 (meters)                     COMP
 AJ2575  Y           -  -5,210,578.252 (meters)                     COMP
 AJ2575  Z           -   3,666,140.662 (meters)                     COMP
 AJ2575  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AJ2575  ELLIP HEIGHT-          54.18  (meters)          (04/26/01) GPS OBS
 AJ2575  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2575
 AJ2575  HORZ ORDER  -  FIRST
 AJ2575  ELLP ORDER  -  FOURTH    CLASS I
 AJ2575
 AJ2575.The horizontal coordinates were established by GPS observations
 AJ2575.and adjusted by the National Geodetic Survey in April 2001..
 AJ2575
 AJ2575.The orthometric height was determined by GPS observations and a
 AJ2575.high-resolution geoid model.
 AJ2575
 AJ2575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2575
 AJ2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2575
 AJ2575.The ellipsoidal height was determined by GPS observations
 AJ2575.and is referenced to NAD 83.
 AJ2575
 AJ2575.The geoid height was determined by GEOID03.
 AJ2575
 AJ2575;                    North         East     Units Scale Factor Converg.
 AJ2575;SPC TN       -   115,731.756   241,593.301   MT  0.99998974   -2 18 28.5
 AJ2575;SPC TN       -   379,696.60    792,627.36   sFT  0.99998974   -2 18 28.5
 AJ2575;UTM  16      - 3,911,544.770   232,501.405   MT  1.00048193   -1 42 06.0
 AJ2575;UTM  15      - 3,911,863.275   778,012.740   MT  1.00055263   +1 46 07.0
 AJ2575
 AJ2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2575!SPC TN       -   0.99999150  x   0.99998974  =   0.99998124
 AJ2575!UTM  16      -   0.99999150  x   1.00048193  =   1.00047342
 AJ2575!UTM  15      -   0.99999150  x   1.00055263  =   1.00054412
 AJ2575
 AJ2575                          SUPERSEDED SURVEY CONTROL
 AJ2575
 AJ2575.No superseded survey control is available for this station.
 AJ2575
 AJ2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3250111545(NAD 83)
 AJ2575_MARKER: DD = SURVEY DISK
 AJ2575_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2575+WITH SETTING: INFORMATION.
 AJ2575_STAMPING: 035
 AJ2575_MARK LOGO: MLGW  
 AJ2575_PROJECTION: FLUSH
 AJ2575_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2575+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2575_ROD/PIPE-DEPTH:  0.8 meters
 AJ2575
 AJ2575  HISTORY     - Date     Condition        Report By
 AJ2575  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2575
 AJ2575                          STATION DESCRIPTION
 AJ2575
 AJ2575'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2575'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 0.25
 AJ2575'MILES (0.40 KM) SOUTHWEST OF MILLINGTON TENNESSEE IN THE LUCY
 AJ2575'COMMUNITY.
 AJ2575'TO REACH THE STATION FROM THE INTERSECTION OF PAUL BARRET PARKWAY (TN
 AJ2575'HWY-385) AND HIGHWAY 51 (TN HWY-51) PROCEED SOUTH ON HIGHWAY 51 FOR
 AJ2575'APPROXIMATELY 1.85 MILES (2.98 KM) TO SYKES ROAD.  THE STATION IS ON
 AJ2575'THE LEFT.
 AJ2575'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2575'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONRETE TO
 AJ2575'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN THE GRASS MEDIAN
 AJ2575'SEPERATING NORTH AND SOUTH BOUND LANES OF HIGHWAY 51, 117.60 FEET
 AJ2575'(35.84 M) NORTHWEST OF A WOOD POWER POLE NO.  16764, 101.00 FEET
 AJ2575'(30.78 M) NORTHEAST OF A WOOD PHONE POLE NO.  B90, 116.40 FEET (35.48
 AJ2575'M) SOUTHEAST OF A WOOD PHONE POLE NO.  B89, 38.70 FEET (11.80 M) WEST
 AJ2575'OF THE CENTERLINE OF THE NORTH BOUND LANES, 45.50 FEET (13.87 M) SOUTH
 AJ2575'OF THE CENTERLINE OF SYKES ROAD, 10.00 FEET (3.05 M) NORTH OF THE
 AJ2575'CENTER OF A 4 X 4 DRAIN INLET.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2575'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2473 ***********************************************************************
 FE2473  DESIGNATION -  35 54 17
 FE2473  PID         -  FE2473
 FE2473  STATE/COUNTY-  TN/HARDEMAN
 FE2473  USGS QUAD   -  WHITEVILLE (1981)
 FE2473
 FE2473                         *CURRENT SURVEY CONTROL
 FE2473  ___________________________________________________________________
 FE2473* NAD 83(1995)-  35 16 38.22086(N)    089 10 13.50981(W)     ADJUSTED  
 FE2473* NAVD 88     -       172.     (meters)     564.     (feet)  VERTCON   
 FE2473  ___________________________________________________________________
 FE2473  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FE2473  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2473
 FE2473  HORZ ORDER  -  SECOND
 FE2473
 FE2473.The horizontal coordinates were established by classical geodetic methods
 FE2473.and adjusted by the National Geodetic Survey in April 1999..
 FE2473
 FE2473.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2473
 FE2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2473
 FE2473.The geoid height was determined by GEOID03.
 FE2473
 FE2473;                    North         East     Units Scale Factor Converg.
 FE2473;SPC TN       -   109,403.115   311,609.750   MT  0.99999530   -1 51 21.9
 FE2473;SPC TN       -   358,933.39  1,022,339.65   sFT  0.99999530   -1 51 21.9
 FE2473;UTM  16      - 3,905,953.382   302,600.228   MT  1.00008024   -1 15 14.0
 FE2473
 FE2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2473!SPC TN       -   0.99997736  x   0.99999530  =   0.99997266
 FE2473!UTM  16      -   0.99997736  x   1.00008024  =   1.00005760
 FE2473
 FE2473                          SUPERSEDED SURVEY CONTROL
 FE2473
 FE2473  NAD 83(1995)-  35 16 38.22597(N)    089 10 13.51164(W) AD(       ) 2
 FE2473  NAD 83(1995)-  35 16 38.22713(N)    089 10 13.51165(W) AD(       ) 2
 FE2473  NAD 83(1986)-  35 16 38.23278(N)    089 10 13.51010(W) AD(       ) 2
 FE2473  NAD 27      -  35 16 37.93220(N)    089 10 13.27340(W) AD(       ) 2
 FE2473  NGVD 29 (07/19/86)  172.     (m)          564.     (f) VERT ANG       
 FE2473
 FE2473.Superseded values are not recommended for survey control.
 FE2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2473.See file dsdata.txt to determine how the superseded data were derived.
 FE2473
 FE2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0260005953(NAD 83)
 FE2473_MARKER: DB = BENCH MARK DISK
 FE2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2473+STABILITY: SURFACE MOTION
 FE2473
 FE2473  HISTORY     - Date     Condition        Report By
 FE2473  HISTORY     - 1958     MONUMENTED       TNDG
 FE2473
 FE2473                          STATION DESCRIPTION
 FE2473
 FE2473'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1958 (GWM)
 FE2473'THE STATION IS ABOUT 10 MILES WEST OF BOLIVAR, 3 MILES SOUTH OF
 FE2473'WHITEVILLE AND 1 MILE WEST OF CLEAR CREEK, ON PROPERTY OWNED BY MR.
 FE2473'JIM HERRON. IT IS 27 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 FE2473'12 FEET NORTH OF THE CENTERLINE OF A FARM ROAD, 19 FEET NORTH OF A
 FE2473'WIRE FENCE AND 13 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS A 3
 FE2473'INCH DISK SET IN THE TOP OF A 6X6 INCH CONCRETE POST THAT PROJECTS 3
 FE2473'INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED W P A
 FE2473'35-54-17.
 FE2473'
 FE2473'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CLEAR. THE
 FE2473'MARK IS 10.143 FEET, 3.0917 METERS SOUTHEAST OF STATION CLEAR.
 FE2473'
 FE2473'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHITEVILLE, GO
 FE2473'SOUTHWEST ON U.S. HIGHWAY 64 FOR 0.05 MILE TO A PAVED SIDEROAD
 FE2473'LEFT. TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 1.95 MILES TO THE END
 FE2473'OF THE PAVEMENT. CONTINUE SOUTHWEST ON THE MAIN ROAD FOR 1.45
 FE2473'MILES TO A CROSSROAD (JUST AFTER PASSING A HOUSE ON THE RIGHT WITH
 FE2473'THREE GABLES). CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.8
 FE2473'MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2471 ***********************************************************************
 FE2471  DESIGNATION -  35 60 3
 FE2471  PID         -  FE2471
 FE2471  STATE/COUNTY-  TN/HARDEMAN
 FE2471  USGS QUAD   -  WHITEVILLE (1981)
 FE2471
 FE2471                         *CURRENT SURVEY CONTROL
 FE2471  ___________________________________________________________________
 FE2471* NAD 83(1995)-  35 20 09.22718(N)    089 09 07.45461(W)     ADJUSTED  
 FE2471* NAVD 88     -       153.     (meters)     502.     (feet)  VERTCON   
 FE2471  ___________________________________________________________________
 FE2471  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 FE2471  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE2471
 FE2471  HORZ ORDER  -  SECOND
 FE2471
 FE2471.The horizontal coordinates were established by classical geodetic methods
 FE2471.and adjusted by the National Geodetic Survey in April 1999..
 FE2471
 FE2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2471
 FE2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2471
 FE2471.The geoid height was determined by GEOID03.
 FE2471
 FE2471;                    North         East     Units Scale Factor Converg.
 FE2471;SPC TN       -   115,848.644   313,487.620   MT  0.99998595   -1 50 43.3
 FE2471;SPC TN       -   380,080.09  1,028,500.63   sFT  0.99998595   -1 50 43.3
 FE2471;UTM  16      - 3,912,418.812   304,410.515   MT  1.00007147   -1 14 42.3
 FE2471
 FE2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2471!SPC TN       -   0.99998036  x   0.99998595  =   0.99996631
 FE2471!UTM  16      -   0.99998036  x   1.00007147  =   1.00005182
 FE2471
 FE2471                          SUPERSEDED SURVEY CONTROL
 FE2471
 FE2471  NAD 83(1995)-  35 20 09.23243(N)    089 09 07.45649(W) AD(       ) 2
 FE2471  NAD 83(1995)-  35 20 09.23328(N)    089 09 07.45680(W) AD(       ) 2
 FE2471  NAD 83(1986)-  35 20 09.23908(N)    089 09 07.45498(W) AD(       ) 2
 FE2471  NAD 27      -  35 20 08.94370(N)    089 09 07.22130(W) AD(       ) 2
 FE2471  NGVD 29 (07/19/86)  153.     (m)          502.     (f) VERT ANG       
 FE2471
 FE2471.Superseded values are not recommended for survey control.
 FE2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2471.See file dsdata.txt to determine how the superseded data were derived.
 FE2471
 FE2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0441112419(NAD 83)
 FE2471_MARKER: DD = SURVEY DISK
 FE2471_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FE2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2471
 FE2471  HISTORY     - Date     Condition        Report By
 FE2471  HISTORY     - 1958     MONUMENTED       TNDG
 FE2471
 FE2471                          STATION DESCRIPTION
 FE2471
 FE2471'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1958
 FE2471'THE STATION IS ABOUT 0.6 MILE NORTH OF THE CENTER OF WHITEVILLE AND
 FE2471'ON PROPERTY OWNED BY MR. WALTER SIMMONS.
 FE2471'
 FE2471'35-60-3 TNDG IS 24 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 2
 FE2471'FEET NORTHEAST OF A POWERLINE POLE AND 4
 FE2471'FEET EAST OF A FENCE CORNER.  IT IS A BRONZE DISK SET IN THE TOP OF A
 FE2471'PRECASTE CONCRETE POST PROJECTING 3 INCHES AND STAMPED 35 60 3.
 FE2471'
 FE2471'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHITEVILLE, GO NORTH,
 FE2471'ON THE PAVED ROAD AT THE EAST SIDE OF THE DEPOT, FOR 0.45 MILE TO
 FE2471'WHITEVILLE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF THE ROAD.
 FE2471'CONTINUE NORTH FOR 0.2 MILE TO THE STATION ON THE LEFT, WEST,
 FE2471'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3686 ***********************************************************************
 DH3686  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3686  DESIGNATION -  3500W01
 DH3686  PID         -  DH3686
 DH3686  STATE/COUNTY-  TN/SHELBY
 DH3686  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 DH3686
 DH3686                         *CURRENT SURVEY CONTROL
 DH3686  ___________________________________________________________________
 DH3686* NAD 83(1995)-  35 00 21.80516(N)    090 04 59.11014(W)     ADJUSTED  
 DH3686* NAVD 88     -        92.98   (meters)     305.1    (feet)  GPS OBS   
 DH3686  ___________________________________________________________________
 DH3686  X           -      -7,584.299 (meters)                     COMP
 DH3686  Y           -  -5,230,089.653 (meters)                     COMP
 DH3686  Z           -   3,638,454.987 (meters)                     COMP
 DH3686  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DH3686  ELLIP HEIGHT-          65.64  (meters)          (05/31/05) GPS OBS
 DH3686  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DH3686
 DH3686  HORZ ORDER  -  FIRST
 DH3686  ELLP ORDER  -  FOURTH    CLASS II
 DH3686
 DH3686.The horizontal coordinates were established by GPS observations
 DH3686.and adjusted by the National Geodetic Survey in May 2005..
 DH3686
 DH3686.The orthometric height was determined by GPS observations and a
 DH3686.high-resolution geoid model using precise GPS observation and
 DH3686.processing techniques.
 DH3686
 DH3686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3686
 DH3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3686
 DH3686.The ellipsoidal height was determined by GPS observations
 DH3686.and is referenced to NAD 83.
 DH3686
 DH3686.The geoid height was determined by GEOID03.
 DH3686
 DH3686;                    North         East     Units Scale Factor Converg.
 DH3686;SPC TN       -    82,414.206   227,378.745   MT  1.00005200   -2 23 25.4
 DH3686;SPC TN       -   270,387.27    745,991.77   sFT  1.00005200   -2 23 25.4
 DH3686;UTM  15      - 3,877,603.839   766,193.222   MT  1.00047340   +1 40 27.5
 DH3686;UTM  16      - 3,878,059.907   218,637.236   MT  1.00057580   -1 46 11.3
 DH3686
 DH3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3686!SPC TN       -   0.99998970  x   1.00005200  =   1.00004170
 DH3686!UTM  15      -   0.99998970  x   1.00047340  =   1.00046309
 DH3686!UTM  16      -   0.99998970  x   1.00057580  =   1.00056549
 DH3686
 DH3686                          SUPERSEDED SURVEY CONTROL
 DH3686
 DH3686.No superseded survey control is available for this station.
 DH3686
 DH3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6619377604(NAD 83)
 DH3686_MARKER: DD = SURVEY DISK
 DH3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3686_STAMPING: 3500W01 2003
 DH3686_MARK LOGO: USACE 
 DH3686_PROJECTION: RECESSED 12 CENTIMETERS
 DH3686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3686+STABILITY: SURFACE MOTION
 DH3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3686+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 DH3686
 DH3686  HISTORY     - Date     Condition        Report By
 DH3686  HISTORY     - 20030428 MONUMENTED       USACE
 DH3686  HISTORY     - 20030701 GOOD             EMCINC
 DH3686
 DH3686                          STATION DESCRIPTION
 DH3686
 DH3686'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3686'TO REACH MARK FROM THE JUNCTION OF U.S. HIGHWAY 61 (THIRD STREET) AND
 DH3686'HOLMES ROAD IN  THE SOUTHWEST CORNER OF MEMPHIS, TENNESSEE, PROCEED
 DH3686'EAST ALONG HOLMES ROAD FOR 1.25  MILES TO ITS INTERSECTION WITH
 DH3686'LODESTONE WAY AND THE MARK ON THE RIGHT. MARK IS  LOCATED 23.0 FEET
 DH3686'SOUTH OF THE CENTERLINE OF HOLMES ROAD, 75.1 FEET WEST OF THE
 DH3686'CENTERLINE OF LODESTONE WAY, 19.2 FEET NORTH OF A POWER POLE WITH
 DH3686'STREET LIGHT AND  WITNESS POST AND 3.6 FEET SOUTHWEST OF A FIRE PLUG.
 DH3686'A MEMPHIS CORPS OF ENGINEERS  MAGNETIZED ALUMINUM DISK ATTACHED TO A
 DH3686'7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER.  DISK AND ACCESS COVER
 DH3686'STAMPED 3500W01 2003. DISK IS RECESSED 12 CENTIMETERS BELOW  ACCESS
 DH3686'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1182 ***********************************************************************
 FC1182  DESIGNATION -  3501
 FC1182  PID         -  FC1182
 FC1182  STATE/COUNTY-  TN/HAMILTON
 FC1182  USGS QUAD   -  CHATTANOOGA (1976)
 FC1182
 FC1182                         *CURRENT SURVEY CONTROL
 FC1182  ___________________________________________________________________
 FC1182* NAD 83(1986)-  35 02 58.     (N)    085 18 24.     (W)     SCALED    
 FC1182* NAVD 88     -       222.381  (meters)     729.60   (feet)  ADJUSTED  
 FC1182  ___________________________________________________________________
 FC1182  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1182  DYNAMIC HT  -         222.160 (meters)     728.87  (feet)  COMP
 FC1182  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 FC1182
 FC1182  VERT ORDER  -  FIRST     CLASS II
 FC1182
 FC1182.The horizontal coordinates were scaled from a topographic map and have
 FC1182.an estimated accuracy of +/- 6 seconds.
 FC1182
 FC1182.The orthometric height was determined by differential leveling
 FC1182.and adjusted by the National Geodetic Survey in June 1991..
 FC1182
 FC1182.The geoid height was determined by GEOID03.
 FC1182
 FC1182.The dynamic height is computed by dividing the NAVD 88
 FC1182.geopotential number by the normal gravity value computed on the
 FC1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1182.degrees latitude (g = 980.6199 gals.).
 FC1182
 FC1182.The modeled gravity was interpolated from observed gravity values.
 FC1182
 FC1182;                    North         East    Units  Estimated Accuracy
 FC1182;SPC TN       -    79,680.      663,260.      MT  (+/- 180 meters Scaled)
 FC1182
 FC1182                          SUPERSEDED SURVEY CONTROL
 FC1182
 FC1182  NGVD 29 (??/??/92)  222.415  (m)          729.71   (f) ADJ UNCH    1 2
 FC1182
 FC1182.Superseded values are not recommended for survey control.
 FC1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1182.See file dsdata.txt to determine how the superseded data were derived.
 FC1182
 FC1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD544798(NAD 83)
 FC1182_MARKER: DD = SURVEY DISK
 FC1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1182_STAMPING: 3501
 FC1182_MARK LOGO: TNGS  
 FC1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1182+STABILITY: SURFACE MOTION
 FC1182
 FC1182  HISTORY     - Date     Condition        Report By
 FC1182  HISTORY     - UNK      MONUMENTED       TNGS
 FC1182  HISTORY     - 1950     GOOD             CGS
 FC1182  HISTORY     - 1962     GOOD             CGS
 FC1182  HISTORY     - 1983     GOOD             NGS
 FC1182
 FC1182                          STATION DESCRIPTION
 FC1182
 FC1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1182'AT CHATTANOOGA.
 FC1182'AT CHATTANOOGA, AT THE EAST ENTRANCE TO THE HAMILTON COUNTY
 FC1182'COURT HOUSE, IN A GROUP OF SHRUBS, 15 FEET SOUTH OF THE CENTER
 FC1182'OF THE SOUTH ONE OF TWO EAST ENTRANCES TO COURT HOUSE, 7 FEET
 FC1182'SOUTHWEST OF A STONE CURBING AROUND LAWN, ABOUT 4 1/2 FEET
 FC1182'ABOVE SIDE WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1182'1 INCH.
 FC1182
 FC1182                          STATION RECOVERY (1962)
 FC1182
 FC1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1182'RECOVERED IN GOOD CONDITION.
 FC1182
 FC1182                          STATION RECOVERY (1983)
 FC1182
 FC1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3689 ***********************************************************************
 DH3689  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3689  DESIGNATION -  3530E02
 DH3689  PID         -  DH3689
 DH3689  STATE/COUNTY-  TN/TIPTON
 DH3689  USGS QUAD   -  GILT EDGE (1981)
 DH3689
 DH3689                         *CURRENT SURVEY CONTROL
 DH3689  ___________________________________________________________________
 DH3689* NAD 83(1995)-  35 30 06.97608(N)    089 50 05.09436(W)     ADJUSTED  
 DH3689* NAVD 88     -       126.22   (meters)     414.1    (feet)  GPS OBS   
 DH3689  ___________________________________________________________________
 DH3689  X           -      14,993.026 (meters)                     COMP
 DH3689  Y           -  -5,198,345.286 (meters)                     COMP
 DH3689  Z           -   3,683,400.473 (meters)                     COMP
 DH3689  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DH3689  ELLIP HEIGHT-          98.95  (meters)          (05/31/05) GPS OBS
 DH3689  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DH3689
 DH3689  HORZ ORDER  -  FIRST
 DH3689  ELLP ORDER  -  FOURTH    CLASS II
 DH3689
 DH3689.The horizontal coordinates were established by GPS observations
 DH3689.and adjusted by the National Geodetic Survey in May 2005..
 DH3689
 DH3689.The orthometric height was determined by GPS observations and a
 DH3689.high-resolution geoid model using precise GPS observation and
 DH3689.processing techniques.
 DH3689
 DH3689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3689
 DH3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3689
 DH3689.The ellipsoidal height was determined by GPS observations
 DH3689.and is referenced to NAD 83.
 DH3689
 DH3689.The geoid height was determined by GEOID03.
 DH3689
 DH3689;                    North         East     Units Scale Factor Converg.
 DH3689;SPC TN       -   136,470.942   252,185.122   MT  0.99996510   -2 14 42.1
 DH3689;SPC TN       -   447,738.42    827,377.35   sFT  0.99996510   -2 14 42.1
 DH3689;UTM  16      - 3,932,403.935   242,879.624   MT  1.00041478   -1 38 49.7
 DH3689
 DH3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3689!SPC TN       -   0.99998447  x   0.99996510  =   0.99994957
 DH3689!UTM  16      -   0.99998447  x   1.00041478  =   1.00039924
 DH3689
 DH3689                          SUPERSEDED SURVEY CONTROL
 DH3689
 DH3689.No superseded survey control is available for this station.
 DH3689
 DH3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4288032404(NAD 83)
 DH3689_MARKER: DD = SURVEY DISK
 DH3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3689_STAMPING: 3530E02 2003
 DH3689_MARK LOGO: USACE 
 DH3689_PROJECTION: RECESSED 11 CENTIMETERS
 DH3689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3689+STABILITY: SURFACE MOTION
 DH3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3689+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 DH3689
 DH3689  HISTORY     - Date     Condition        Report By
 DH3689  HISTORY     - 20030429 MONUMENTED       USACE
 DH3689  HISTORY     - 20030703 GOOD             EMCINC
 DH3689
 DH3689                          STATION DESCRIPTION
 DH3689
 DH3689'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3689'MARK IS LOCATED 4.0 MILES NORTH, NORTHWEST OF MUNFORD, TENNESSEE. TO
 DH3689'REACH MARK FROM  THE JUNCTION OF STATE HIGHWAY 59 WEST AND STATE
 DH3689'HIGHWAY 178 IN GILT EDGE, TENNESSEE  WHICH IS 10.5 MILES WEST OF
 DH3689'COVINGTON, TENNESSEE, PROCEED SOUTH ALONG HIGHWAY 178 FOR  4.1 MILES
 DH3689'TO ITS JUNCTION WITH FLEMING LANE, WHICH IS THE ENTRY TO A MOBILE HOME
 DH3689'PARK JUST  SOUTH OF A METAL STONE BUILDING AND THE MARK ON THE RIGHT.
 DH3689'MARK IS LOCATED 77.0 FEET  WEST OF THE CENTERLINE OF HIGHWAY 178, 26.5
 DH3689'FEET NORTH OF THE CENTERLINE OF FLEMING  LANE, 66.7 FEET SOUTHWEST OF
 DH3689'A POWERPOLE WITH TRANSFORMER AND LIGHT AND 46.3 FEET  SOUTHEAST OF A
 DH3689'26-INCH WEEPING WILLOW TREE. A MEMPHIS CORPS OF ENGINEERS ALUMINUM
 DH3689'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS
 DH3689'COVER. DISK AND  ACCESS COVER STAMPED 3530E02 2003. DISK IS RECESSED
 DH3689'11 CENTIMETERS UNDER ACCESS COVER.  MARK IS 1.0 FEET EAST OF A
 DH3689'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3690 ***********************************************************************
 DH3690  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3690  DESIGNATION -  3530E03
 DH3690  PID         -  DH3690
 DH3690  STATE/COUNTY-  TN/TIPTON
 DH3690  USGS QUAD   -  BRIGHTON (1981)
 DH3690
 DH3690                         *CURRENT SURVEY CONTROL
 DH3690  ___________________________________________________________________
 DH3690* NAD 83(1995)-  35 29 44.98096(N)    089 44 58.87132(W)     ADJUSTED  
 DH3690* NAVD 88     -        99.52   (meters)     326.5    (feet)  GPS OBS   
 DH3690  ___________________________________________________________________
 DH3690  X           -      22,712.153 (meters)                     COMP
 DH3690  Y           -  -5,198,689.237 (meters)                     COMP
 DH3690  Z           -   3,682,833.114 (meters)                     COMP
 DH3690  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DH3690  ELLIP HEIGHT-          72.30  (meters)          (05/31/05) GPS OBS
 DH3690  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DH3690
 DH3690  HORZ ORDER  -  FIRST
 DH3690  ELLP ORDER  -  FOURTH    CLASS II
 DH3690
 DH3690.The horizontal coordinates were established by GPS observations
 DH3690.and adjusted by the National Geodetic Survey in May 2005..
 DH3690
 DH3690.The orthometric height was determined by GPS observations and a
 DH3690.high-resolution geoid model using precise GPS observation and
 DH3690.processing techniques.
 DH3690
 DH3690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3690
 DH3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3690
 DH3690.The ellipsoidal height was determined by GPS observations
 DH3690.and is referenced to NAD 83.
 DH3690
 DH3690.The geoid height was determined by GEOID03.
 DH3690
 DH3690;                    North         East     Units Scale Factor Converg.
 DH3690;SPC TN       -   135,494.635   259,870.529   MT  0.99996572   -2 11 42.8
 DH3690;SPC TN       -   444,535.31    852,591.89   sFT  0.99996572   -2 11 42.8
 DH3690;UTM  16      - 3,931,507.491   250,578.072   MT  1.00036671   -1 35 50.7
 DH3690
 DH3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3690!SPC TN       -   0.99998865  x   0.99996572  =   0.99995437
 DH3690!UTM  16      -   0.99998865  x   1.00036671  =   1.00035536
 DH3690
 DH3690                          SUPERSEDED SURVEY CONTROL
 DH3690
 DH3690.No superseded survey control is available for this station.
 DH3690
 DH3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5057831507(NAD 83)
 DH3690_MARKER: DD = SURVEY DISK
 DH3690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3690_STAMPING: 3530E03 2003
 DH3690_MARK LOGO: USACE 
 DH3690_PROJECTION: RECESSED 11 CENTIMETERS
 DH3690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3690+STABILITY: SURFACE MOTION
 DH3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3690+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DH3690
 DH3690  HISTORY     - Date     Condition        Report By
 DH3690  HISTORY     - 20030429 MONUMENTED       USACE
 DH3690  HISTORY     - 20030707 GOOD             EMCINC
 DH3690
 DH3690                          STATION DESCRIPTION
 DH3690
 DH3690'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3690'MARK IS LOCATED 1.75 MILES NORTHWEST OF BRIGHTON, TENNESSEE. TO REACH
 DH3690'MARK FROM THE  JUNCTION OF U.S. HIGHWAY 51 AND OAKLAWN STREET AT
 DH3690'BRIGHTON, TENNESSEE, PROCEED WEST  ALONG OAKLAWN STREET FOR 0.9 MILES
 DH3690'TO ITS JUNCTION WITH MYRON CREEK ROAD ON THE RIGHT.  TURN RIGHT ON
 DH3690'MYRON CREEK ROAD AND PROCEED NORTH AND WEST FOR 0.3 MILES TO A DOUBLE
 DH3690'ALUMINUM GATE FIELD ENTRANCE AND THE MARK ON THE LEFT.  MARK IS
 DH3690'LOCATED 29.1 FEET WEST  OF THE CENTERLINE OF MYRON CREEK ROAD, 120.6
 DH3690'FEET SOUTH, SOUTHWEST OF A FIRE PLUG, 147.0  FEET NORTH, NORTHWEST OF
 DH3690'A POWER POLE AND 1.0 FEET EAST OF THE SOUTH WOODEN GATE  POST FOR A
 DH3690'DOUBLE ALUMINUM GATE. A MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED
 DH3690'DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND
 DH3690'ACCESS COVER  STAMED 3530E03 2003. DISK IS RECESSED 11 CENTIMETERS
 DH3690'UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3691 ***********************************************************************
 DH3691  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3691  DESIGNATION -  3530E04
 DH3691  PID         -  DH3691
 DH3691  STATE/COUNTY-  TN/TIPTON
 DH3691  USGS QUAD   -  COVINGTON (1983)
 DH3691
 DH3691                         *CURRENT SURVEY CONTROL
 DH3691  ___________________________________________________________________
 DH3691* NAD 83(1995)-  35 30 16.00731(N)    089 40 02.81579(W)     ADJUSTED  
 DH3691* NAVD 88     -       117.70   (meters)     386.2    (feet)  GPS OBS   
 DH3691  ___________________________________________________________________
 DH3691  X           -      30,170.760 (meters)                     COMP
 DH3691  Y           -  -5,198,110.784 (meters)                     COMP
 DH3691  Z           -   3,683,622.130 (meters)                     COMP
 DH3691  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DH3691  ELLIP HEIGHT-          90.45  (meters)          (05/31/05) GPS OBS
 DH3691  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DH3691
 DH3691  HORZ ORDER  -  FIRST
 DH3691  ELLP ORDER  -  FOURTH    CLASS II
 DH3691
 DH3691.The horizontal coordinates were established by GPS observations
 DH3691.and adjusted by the National Geodetic Survey in May 2005..
 DH3691
 DH3691.The orthometric height was determined by GPS observations and a
 DH3691.high-resolution geoid model using precise GPS observation and
 DH3691.processing techniques.
 DH3691
 DH3691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3691
 DH3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3691
 DH3691.The ellipsoidal height was determined by GPS observations
 DH3691.and is referenced to NAD 83.
 DH3691
 DH3691.The geoid height was determined by GEOID03.
 DH3691
 DH3691;                    North         East     Units Scale Factor Converg.
 DH3691;SPC TN       -   136,167.468   267,362.497   MT  0.99996485   -2 08 49.5
 DH3691;SPC TN       -   446,742.77    877,171.79   sFT  0.99996485   -2 08 49.5
 DH3691;UTM  16      - 3,932,258.696   258,065.451   MT  1.00032137   -1 32 59.7
 DH3691
 DH3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3691!SPC TN       -   0.99998580  x   0.99996485  =   0.99995065
 DH3691!UTM  16      -   0.99998580  x   1.00032137  =   1.00030717
 DH3691
 DH3691                          SUPERSEDED SURVEY CONTROL
 DH3691
 DH3691.No superseded survey control is available for this station.
 DH3691
 DH3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5806532259(NAD 83)
 DH3691_MARKER: DD = SURVEY DISK
 DH3691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3691_STAMPING: 3530E04 2003
 DH3691_MARK LOGO: USACE 
 DH3691_PROJECTION: RECESSED 10 CENTIMETERS
 DH3691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3691+STABILITY: SURFACE MOTION
 DH3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3691+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DH3691
 DH3691  HISTORY     - Date     Condition        Report By
 DH3691  HISTORY     - 20030429 MONUMENTED       USACE
 DH3691  HISTORY     - 20030707 GOOD             EMCINC
 DH3691
 DH3691                          STATION DESCRIPTION
 DH3691
 DH3691'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3691'MARK IS LOCATED 4.0 MILES SOUTH OF COVINGTON, TENNESSEE. TO REACH THE
 DH3691'MARK FROM THE  INTERSECTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 59
 DH3691'EAST ABOUT 1.5 MILES SOUTH OF  COVINGTON, TENNESSEE, PROCEED EAST
 DH3691'ALONG HIGHWAY 59 FOR 1.2 MILES TO ITS JUNCTION WITH  STATE HIGHWAY
 DH3691'384. TURN RIGHT AND PROCEED SOUTH ALONG HIGHWAY 384 FOR 2.25 MILES TO
 DH3691'ITS  JUNCTION WITH MORRIS ROAD. TURN RIGHT ON MORRIS ROAD AND PROCEED
 DH3691'WEST FOR 1.0 MILES  TO A FIELD ENTRANCE AT THE TOP OF A RISE AND THE
 DH3691'MARK ON THE LEFT. MARK IS LOCATED 20.7  FEET SOUTH OF THE CENTERLINE
 DH3691'OF MORRIS ROAD, 30.0 FEET WEST OF THE CENTERLINE OF FIELD  ENTRANCE,
 DH3691'126.1 FEET EAST, SOUTHEAST OF A POWER POLE AND 177.6 FEET WEST,
 DH3691'SOUTHWEST OF  A POWER POLE. A MEMPHIS CORPS OF ENGINEERS ALUMINUM
 DH3691'MAGNETIZED DISK ATTACHED TO A  7-FOOT ALUMINUM ROD UNDER AN ACCESS
 DH3691'COVER. DISK AND ACCESS COVER STAMPED 3530E04 2003.  DISK IS RECESSED
 DH3691'10 CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3692 ***********************************************************************
 DH3692  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3692  DESIGNATION -  3530E05
 DH3692  PID         -  DH3692
 DH3692  STATE/COUNTY-  TN/TIPTON
 DH3692  USGS QUAD   -  MASON (1973)
 DH3692
 DH3692                         *CURRENT SURVEY CONTROL
 DH3692  ___________________________________________________________________
 DH3692* NAD 83(1995)-  35 29 58.08079(N)    089 34 43.51755(W)     ADJUSTED  
 DH3692* NAVD 88     -       107.02   (meters)     351.1    (feet)  GPS OBS   
 DH3692  ___________________________________________________________________
 DH3692  X           -      38,219.699 (meters)                     COMP
 DH3692  Y           -  -5,198,369.908 (meters)                     COMP
 DH3692  Z           -   3,683,166.082 (meters)                     COMP
 DH3692  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DH3692  ELLIP HEIGHT-          79.66  (meters)          (05/31/05) GPS OBS
 DH3692  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DH3692
 DH3692  HORZ ORDER  -  FIRST
 DH3692  ELLP ORDER  -  FOURTH    CLASS II
 DH3692
 DH3692.The horizontal coordinates were established by GPS observations
 DH3692.and adjusted by the National Geodetic Survey in May 2005..
 DH3692
 DH3692.The orthometric height was determined by GPS observations and a
 DH3692.high-resolution geoid model using precise GPS observation and
 DH3692.processing techniques.
 DH3692
 DH3692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3692
 DH3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3692
 DH3692.The ellipsoidal height was determined by GPS observations
 DH3692.and is referenced to NAD 83.
 DH3692
 DH3692.The geoid height was determined by GEOID03.
 DH3692
 DH3692;                    North         East     Units Scale Factor Converg.
 DH3692;SPC TN       -   135,317.559   275,383.208   MT  0.99996535   -2 05 42.5
 DH3692;SPC TN       -   443,954.36    903,486.41   sFT  0.99996535   -2 05 42.5
 DH3692;UTM  16      - 3,931,492.160   266,097.254   MT  1.00027426   -1 29 53.3
 DH3692
 DH3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3692!SPC TN       -   0.99998750  x   0.99996535  =   0.99995285
 DH3692!UTM  16      -   0.99998750  x   1.00027426  =   1.00026175
 DH3692
 DH3692                          SUPERSEDED SURVEY CONTROL
 DH3692
 DH3692.No superseded survey control is available for this station.
 DH3692
 DH3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6609731492(NAD 83)
 DH3692_MARKER: DD = SURVEY DISK
 DH3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3692_STAMPING: 3530E05 2003
 DH3692_MARK LOGO: USACE 
 DH3692_PROJECTION: RECESSED 12 CENTIMETERS
 DH3692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3692+STABILITY: SURFACE MOTION
 DH3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3692+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DH3692
 DH3692  HISTORY     - Date     Condition        Report By
 DH3692  HISTORY     - 20030429 MONUMENTED       USACE
 DH3692  HISTORY     - 20030707 GOOD             EMCINC
 DH3692
 DH3692                          STATION DESCRIPTION
 DH3692
 DH3692'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3692'MARK IS LOCATED 6.0 MILES SOUTHEAST OF COVINGTON, TENNESSEE. TO REACH
 DH3692'MARK FROM THE  JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 54 IN
 DH3692'COVINGTON, TENNESSEE, PROCEED EAST  ALONG HIGHWAY 54 FOR 1.0 MILES TO
 DH3692'ITS JUNCTION WITH STATE HIGHWAY 179. TURN RIGHT AND  PROCEED SOUTHEST
 DH3692'ALONG HIGHWAY 179 FOR 4.4 MILES TO ITS INTERSECTION WITH TABERNACLE
 DH3692'ROAD. TURN RIGHT AND PROCEED SOUTH ALONG TABERNACLE ROAD FOR 1.6 MILES
 DH3692'TO A GRAVEL  DRIVEWAY LEADING TO A SMALL FRAME HOUSE AT 1597
 DH3692'TABERNACLE ROAD AND THE MARK ON THE  RIGHT. MARK IS LOCATED 22.0 FEET
 DH3692'WEST OF THE CENTERLINE OF TABERNACLE ROAD, 17.0 FEET  SOUTH OF THE
 DH3692'CENTERLINE OF GRAVEL DRIVEWAY, 57.4 FEET SOUTHEAST OF A POWER POLE AND
 DH3692'70.0 FEET SOUTHWEST OF TELEPHONE JUNCTION BOX 178 EAST 43. A MEMPHIS
 DH3692'CORPS OF ENGINEERS  MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD
 DH3692'UNDER AN ACCESS COVER. DISK AND  ACCESS COVER STAMPED 3530E05 2003.
 DH3692'DISK IS RECESSED 12 CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0609 ***********************************************************************
 GA0609  DESIGNATION -  354
 GA0609  PID         -  GA0609
 GA0609  STATE/COUNTY-  TN/UNICOI
 GA0609  USGS QUAD   -  UNICOI (1978)
 GA0609
 GA0609                         *CURRENT SURVEY CONTROL
 GA0609  ___________________________________________________________________
 GA0609* NAD 83(1986)-  36 10 57.     (N)    082 19 30.     (W)     SCALED    
 GA0609* NAVD 88     -       625.480  (meters)    2052.10   (feet)  ADJUSTED  
 GA0609  ___________________________________________________________________
 GA0609  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0609  DYNAMIC HT  -         624.835 (meters)    2049.98  (feet)  COMP
 GA0609  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 GA0609
 GA0609  VERT ORDER  -  SECOND    CLASS 0
 GA0609
 GA0609.The horizontal coordinates were scaled from a topographic map and have
 GA0609.an estimated accuracy of +/- 6 seconds.
 GA0609
 GA0609.The orthometric height was determined by differential leveling
 GA0609.and adjusted by the National Geodetic Survey in June 1991..
 GA0609
 GA0609.The geoid height was determined by GEOID03.
 GA0609
 GA0609.The dynamic height is computed by dividing the NAVD 88
 GA0609.geopotential number by the normal gravity value computed on the
 GA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0609.degrees latitude (g = 980.6199 gals.).
 GA0609
 GA0609.The modeled gravity was interpolated from observed gravity values.
 GA0609
 GA0609;                    North         East    Units  Estimated Accuracy
 GA0609;SPC TN       -   211,370.      930,500.      MT  (+/- 180 meters Scaled)
 GA0609
 GA0609                          SUPERSEDED SURVEY CONTROL
 GA0609
 GA0609  NGVD 29 (??/??/92)  625.561  (m)         2052.36   (f) ADJ UNCH    2 0
 GA0609
 GA0609.Superseded values are not recommended for survey control.
 GA0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0609.See file dsdata.txt to determine how the superseded data were derived.
 GA0609
 GA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA808050(NAD 83)
 GA0609_MARKER: DD = SURVEY DISK
 GA0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0609_STAMPING: 354 1927
 GA0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0609+STABILITY: SURFACE MOTION
 GA0609
 GA0609  HISTORY     - Date     Condition        Report By
 GA0609  HISTORY     - 1927     MONUMENTED       USDA
 GA0609  HISTORY     - 1935     GOOD             NGS
 GA0609
 GA0609                          STATION DESCRIPTION
 GA0609
 GA0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0609'1.8 MI SE FROM UNICOI.
 GA0609'1.8 MILES SOUTHEAST ALONG THE LIMESTONE COVE ROAD FROM THE POST
 GA0609'OFFICE AT UNICOI, UNICOI COUNTY, 23 YARDS SOUTH OF THE CENTERLINE
 GA0609'OF THE ROAD, 11 FEET SOUTH OF A 16-INCH PINE TREE AT THE EDGE OF
 GA0609'THE WOODS, AND LEVEL WITH THE ROAD.  A UNITED STATES DEPARTMENT
 GA0609'OF AGRICULTURE STANDARD DISK, STAMPED 354 1927 AND SET IN THE TOP
 GA0609'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2576 ***********************************************************************
 AJ2576  DESIGNATION -  36
 AJ2576  PID         -  AJ2576
 AJ2576  STATE/COUNTY-  TN/SHELBY
 AJ2576  USGS QUAD   -  MILLINGTON (1997)
 AJ2576
 AJ2576                         *CURRENT SURVEY CONTROL
 AJ2576  ___________________________________________________________________
 AJ2576* NAD 83(1995)-  35 17 33.83359(N)    089 55 13.00525(W)     ADJUSTED  
 AJ2576* NAVD 88     -        84.1    (meters)     276.     (feet)  GPS OBS   
 AJ2576  ___________________________________________________________________
 AJ2576  X           -       7,251.612 (meters)                     COMP
 AJ2576  Y           -  -5,211,772.518 (meters)                     COMP
 AJ2576  Z           -   3,664,455.325 (meters)                     COMP
 AJ2576  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AJ2576  ELLIP HEIGHT-          56.86  (meters)          (04/26/01) GPS OBS
 AJ2576  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2576
 AJ2576  HORZ ORDER  -  FIRST
 AJ2576  ELLP ORDER  -  FOURTH    CLASS I
 AJ2576
 AJ2576.The horizontal coordinates were established by GPS observations
 AJ2576.and adjusted by the National Geodetic Survey in April 2001..
 AJ2576
 AJ2576.The orthometric height was determined by GPS observations and a
 AJ2576.high-resolution geoid model.
 AJ2576
 AJ2576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2576
 AJ2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2576
 AJ2576.The ellipsoidal height was determined by GPS observations
 AJ2576.and is referenced to NAD 83.
 AJ2576
 AJ2576.The geoid height was determined by GEOID03.
 AJ2576
 AJ2576;                    North         East     Units Scale Factor Converg.
 AJ2576;SPC TN       -   113,586.446   243,502.022   MT  0.99999273   -2 17 42.3
 AJ2576;SPC TN       -   372,658.20    798,889.55   sFT  0.99999273   -2 17 42.3
 AJ2576;UTM  16      - 3,909,418.759   234,433.666   MT  1.00046923   -1 41 17.5
 AJ2576;UTM  15      - 3,909,857.925   780,070.291   MT  1.00056679   +1 46 49.7
 AJ2576
 AJ2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2576!SPC TN       -   0.99999108  x   0.99999273  =   0.99998381
 AJ2576!UTM  16      -   0.99999108  x   1.00046923  =   1.00046030
 AJ2576!UTM  15      -   0.99999108  x   1.00056679  =   1.00055786
 AJ2576
 AJ2576                          SUPERSEDED SURVEY CONTROL
 AJ2576
 AJ2576.No superseded survey control is available for this station.
 AJ2576
 AJ2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3443409419(NAD 83)
 AJ2576_MARKER: DD = SURVEY DISK
 AJ2576_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2576+WITH SETTING: INFORMATION.
 AJ2576_STAMPING: 036
 AJ2576_MARK LOGO: MLGW  
 AJ2576_PROJECTION: FLUSH
 AJ2576_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2576+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2576_ROD/PIPE-DEPTH:  0.8 meters
 AJ2576
 AJ2576  HISTORY     - Date     Condition        Report By
 AJ2576  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2576  HISTORY     - 20031107 POOR             TN1620
 AJ2576
 AJ2576                          STATION DESCRIPTION
 AJ2576
 AJ2576'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2576'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 0.30
 AJ2576'MILES (0.48 KM) NORTH OF THE CHAS.  W.  BAKER AIRPORT IN MILLINGTON
 AJ2576'TENNESSEE.
 AJ2576'TO REACH THE STATION FROM THE INTERSECTION OF RALEIGH-MILLINGTON ROAD
 AJ2576'AND FITE ROAD, PROCEED NORTH ON RALEIGH-MILLINGTON ROAD APPROXIMATELY
 AJ2576'1.6 MILES (2.6 KM) TO AMHERST ROAD.  THE STATION IS ON THE LEFT.
 AJ2576'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2576'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2576'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 214.00 FEET (65.23 M)
 AJ2576'WEST OF THE CENTERLINE OF RALEIGH-MILLINGTON ROAD, 61.30 FEET (18.68
 AJ2576'M) WEST OF A WOOD POWER POLE, 57.80 FEET (17.62 M) SOUTHWEST OF A WOOD
 AJ2576'ANCHOR POLE, 20.30 FEET (6.19 M) SOUTH OF THE CENTERLINE OF AMHERST
 AJ2576'ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2576
 AJ2576                          STATION RECOVERY (2003)
 AJ2576
 AJ2576'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2576'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1031 ***********************************************************************
 GC1031  DESIGNATION -  36 EOM
 GC1031  PID         -  GC1031
 GC1031  STATE/COUNTY-  TN/ROBERTSON
 GC1031  USGS QUAD   -  ORLINDA (1980)
 GC1031
 GC1031                         *CURRENT SURVEY CONTROL
 GC1031  ___________________________________________________________________
 GC1031* NAD 83(1986)-  36 31 38.     (N)    086 38 12.     (W)     SCALED    
 GC1031* NAVD 88     -       218.882  (meters)     718.12   (feet)  ADJUSTED  
 GC1031  ___________________________________________________________________
 GC1031  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GC1031  DYNAMIC HT  -         218.698 (meters)     717.51  (feet)  COMP
 GC1031  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 GC1031
 GC1031  VERT ORDER  -  SECOND    CLASS 0
 GC1031
 GC1031.The horizontal coordinates were scaled from a topographic map and have
 GC1031.an estimated accuracy of +/- 6 seconds.
 GC1031
 GC1031.The orthometric height was determined by differential leveling
 GC1031.and adjusted by the National Geodetic Survey in June 1991..
 GC1031
 GC1031.The geoid height was determined by GEOID03.
 GC1031
 GC1031.The dynamic height is computed by dividing the NAVD 88
 GC1031.geopotential number by the normal gravity value computed on the
 GC1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1031.degrees latitude (g = 980.6199 gals.).
 GC1031
 GC1031.The modeled gravity was interpolated from observed gravity values.
 GC1031
 GC1031;                    North         East    Units  Estimated Accuracy
 GC1031;SPC TN       -   243,600.      542,980.      MT  (+/- 180 meters Scaled)
 GC1031
 GC1031                          SUPERSEDED SURVEY CONTROL
 GC1031
 GC1031  NGVD 29 (??/??/92)  218.952  (m)          718.35   (f) ADJ UNCH    2 0
 GC1031
 GC1031.Superseded values are not recommended for survey control.
 GC1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1031.See file dsdata.txt to determine how the superseded data were derived.
 GC1031
 GC1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF325424(NAD 83)
 GC1031_MARKER: DD = SURVEY DISK
 GC1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1031_STAMPING: 36 EOM 718 1950
 GC1031_MARK LOGO: USGS  
 GC1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1031+STABILITY: SURFACE MOTION
 GC1031
 GC1031  HISTORY     - Date     Condition        Report By
 GC1031  HISTORY     - 1950     MONUMENTED       USGS
 GC1031  HISTORY     - 1959     GOOD             NGS
 GC1031
 GC1031                          STATION DESCRIPTION
 GC1031
 GC1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1031'7.6 MI N FROM WHITE HOUSE.
 GC1031'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC1031'31W FOR 0.15 MILE, THENCE 1.65 MILES WEST ON STATE HIGHWAY 76,
 GC1031'THENCE 2.15 MILES NORTH ON THE INTERSTATE HIGHWAY, THENCE 0.8
 GC1031'MILE NORTHWEST ON A PAVED ROAD, THENCE 1.5 MILES EAST ON A
 GC1031'GRAVELED ROAD, THENCE 1.4 MILES NORTH ON U.S. HIGHWAY 31W TO
 GC1031'THE JUNCTION OF STATE HIGHWAY 25, 93 FT. EAST OF THE CENTER OF
 GC1031'U.S. HIGHWAY 31W, 56 FT. NORTH OF THE CENTER OF STATE HIGHWAY 25,
 GC1031'2 FT. SOUTH OF A FENCE, AND 1.5 FT. NORTH OF A WITNESS SIGN,
 GC1031'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND
 GC1031'ABOUT 8 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3700 ***********************************************************************
 DH3700  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3700  DESIGNATION -  3600E04
 DH3700  PID         -  DH3700
 DH3700  STATE/COUNTY-  TN/DYER
 DH3700  USGS QUAD   -  COTTONWOOD POINT (1983)
 DH3700
 DH3700                         *CURRENT SURVEY CONTROL
 DH3700  ___________________________________________________________________
 DH3700* NAD 83(1995)-  36 00 02.59253(N)    089 40 20.34988(W)     ADJUSTED  
 DH3700* NAVD 88     -        84.80   (meters)     278.2    (feet)  GPS OBS   
 DH3700  ___________________________________________________________________
 DH3700  X           -      29,544.723 (meters)                     COMP
 DH3700  Y           -  -5,165,913.122 (meters)                     COMP
 DH3700  Z           -   3,728,289.597 (meters)                     COMP
 DH3700  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DH3700  ELLIP HEIGHT-          56.61  (meters)          (05/31/05) GPS OBS
 DH3700  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DH3700
 DH3700  HORZ ORDER  -  FIRST
 DH3700  ELLP ORDER  -  FOURTH    CLASS II
 DH3700
 DH3700.The horizontal coordinates were established by GPS observations
 DH3700.and adjusted by the National Geodetic Survey in May 2005..
 DH3700
 DH3700.The orthometric height was determined by GPS observations and a
 DH3700.high-resolution geoid model using precise GPS observation and
 DH3700.processing techniques.
 DH3700
 DH3700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3700
 DH3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3700
 DH3700.The ellipsoidal height was determined by GPS observations
 DH3700.and is referenced to NAD 83.
 DH3700
 DH3700.The geoid height was determined by GEOID03.
 DH3700
 DH3700;                    North         East     Units Scale Factor Converg.
 DH3700;SPC TN       -   191,206.420   268,986.529   MT  0.99995262   -2 08 59.7
 DH3700;SPC TN       -   627,316.40    882,499.97   sFT  0.99995262   -2 08 59.7
 DH3700;UTM  16      - 3,987,331.543   259,125.179   MT  1.00031498   -1 34 17.5
 DH3700
 DH3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3700!SPC TN       -   0.99999112  x   0.99995262  =   0.99994374
 DH3700!UTM  16      -   0.99999112  x   1.00031498  =   1.00030609
 DH3700
 DH3700                          SUPERSEDED SURVEY CONTROL
 DH3700
 DH3700.No superseded survey control is available for this station.
 DH3700
 DH3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5912587332(NAD 83)
 DH3700_MARKER: DD = SURVEY DISK
 DH3700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3700_STAMPING: 3600E04 2003
 DH3700_MARK LOGO: USACE 
 DH3700_PROJECTION: RECESSED 8 CENTIMETERS
 DH3700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3700+STABILITY: SURFACE MOTION
 DH3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3700+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 DH3700
 DH3700  HISTORY     - Date     Condition        Report By
 DH3700  HISTORY     - 20030429 MONUMENTED       USACE
 DH3700  HISTORY     - 20030716 GOOD             EMCINC
 DH3700
 DH3700                          STATION DESCRIPTION
 DH3700
 DH3700'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3700'TO REACH MARK FROM THE CENTER OF THE STATE HIGHWAY 181 OVERPASS OVER
 DH3700'INTERSTATE 55  APPROXIMATELY 12 MILES NORTHWEST OF DYERSBURG,
 DH3700'TENNESSEE, PROCEED SOUTHEAST ALONG  HIGHWAY 181, WHICH RUNS ATOP THE
 DH3700'MISSISSIPPI RIVER LEVEE FOR 8.45 MILES TO LMP 31/32 AND  THE MARK ON
 DH3700'THE LEFT. MARK IS LOCATED 28.2 FEET EAST OF THE CENTERLINE OF HIGHWAY
 DH3700'181, 5.3  FEET WEST OF LMP 31/32 AND 48.0 FEET SOUTHWEST OF UPPER
 DH3700'HIGHWATER SHAFT GAGE ON EAST  SIDE OF LEVEE. A MEMPHIS CORPS OF
 DH3700'ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO A 7  FOOT ALUMINUM ROD
 DH3700'UNDER AN ACCESS COVER. DISK AND ACCESS COVER STAMPED 3600E04 2003.
 DH3700'DISK IS RECESSED 8 CENTIMETERS UNDER ACCESS COVER. MARK IS 1.5 FEET
 DH3700'WEST OF A CARSONITE  WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3701 ***********************************************************************
 DH3701  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3701  DESIGNATION -  3600E05
 DH3701  PID         -  DH3701
 DH3701  STATE/COUNTY-  TN/DYER
 DH3701  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 DH3701
 DH3701                         *CURRENT SURVEY CONTROL
 DH3701  ___________________________________________________________________
 DH3701* NAD 83(1995)-  36 00 37.21757(N)    089 34 59.92531(W)     ADJUSTED  
 DH3701* NAVD 88     -        80.30   (meters)     263.5    (feet)  GPS OBS   
 DH3701  ___________________________________________________________________
 DH3701  X           -      37,565.145 (meters)                     COMP
 DH3701  Y           -  -5,165,229.972 (meters)                     COMP
 DH3701  Z           -   3,729,150.279 (meters)                     COMP
 DH3701  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DH3701  ELLIP HEIGHT-          52.09  (meters)          (05/31/05) GPS OBS
 DH3701  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DH3701
 DH3701  HORZ ORDER  -  FIRST
 DH3701  ELLP ORDER  -  FOURTH    CLASS II
 DH3701
 DH3701.The horizontal coordinates were established by GPS observations
 DH3701.and adjusted by the National Geodetic Survey in May 2005..
 DH3701
 DH3701.The orthometric height was determined by GPS observations and a
 DH3701.high-resolution geoid model using precise GPS observation and
 DH3701.processing techniques.
 DH3701
 DH3701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3701
 DH3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3701
 DH3701.The ellipsoidal height was determined by GPS observations
 DH3701.and is referenced to NAD 83.
 DH3701
 DH3701.The geoid height was determined by GEOID03.
 DH3701
 DH3701;                    North         East     Units Scale Factor Converg.
 DH3701;SPC TN       -   191,975.470   277,044.810   MT  0.99995312   -2 05 52.1
 DH3701;SPC TN       -   629,839.52    908,937.85   sFT  0.99995312   -2 05 52.1
 DH3701;UTM  16      - 3,988,182.182   267,178.012   MT  1.00026797   -1 31 10.2
 DH3701
 DH3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3701!SPC TN       -   0.99999182  x   0.99995312  =   0.99994494
 DH3701!UTM  16      -   0.99999182  x   1.00026797  =   1.00025979
 DH3701
 DH3701                          SUPERSEDED SURVEY CONTROL
 DH3701
 DH3701.No superseded survey control is available for this station.
 DH3701
 DH3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6717888182(NAD 83)
 DH3701_MARKER: DD = SURVEY DISK
 DH3701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3701_STAMPING: 3600E05 2003
 DH3701_MARK LOGO: USACE 
 DH3701_PROJECTION: RECESSED 6 CENTIMETERS
 DH3701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3701+STABILITY: SURFACE MOTION
 DH3701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3701+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DH3701
 DH3701  HISTORY     - Date     Condition        Report By
 DH3701  HISTORY     - 20030429 MONUMENTED       USACE
 DH3701  HISTORY     - 20030708 GOOD             EMCINC
 DH3701
 DH3701                          STATION DESCRIPTION
 DH3701
 DH3701'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3701'TO REACH MARK FROM THE U.S. POST OFFICE AT THE JUNCTION OF STATE
 DH3701'HIGHWAY 104 AND PECAN  STREET IN THE COMMUNITY OF FINLEY, TENNESSEE,
 DH3701'PROCEED WEST ALONG HIGHWAY 104 FOR 1.0  MILES TO ITS JUNCTION WITH
 DH3701'HIGHWAY 182 TO THE RIGHT OF RICHWOODS ROAD TO THE LEFT. TURN  LEFT AND
 DH3701'PROCEED SOUTH ALONG RICHWOODS ROAD FOR 2.1 MILES TO A 90-DEGREE TURN
 DH3701'TO THE  WEST WHERE RICHWOODS ROAD TURNS INTO BRADLEY ROAD. PROCEED
 DH3701'WEST ALONG BRADLEY  ROAD FOR 4.5 MILES TO THE MONUMENT ON THE LEFT
 DH3701'WHICH IS ON TOP OF A SMALL LEVEE  PARALLELING BRADLEY ROAD. MARK IS
 DH3701'LOCATED ON NORTH CROWN OF SMALL LEVEE, 44.5 FEET  SOUTH OF THE
 DH3701'CENTERLINE OF BRADLEY ROAD, 70.3 FEET SOUTHWEST OF A POWER POLE AND
 DH3701'160.0  FEET EAST OF A 36-INCH OAK TREE. A MEMPHIS CORPS OF ENGINEERS
 DH3701'ALUMINUM MAGNETIZED DISK  ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN
 DH3701'ACCESS COVER. DISK AND ACCESS COVER  STAMPED 3600E05 2003. DISK IS
 DH3701'RECESSED 6 CENTIMETERS UNDER ACCESS COVER. MARK IS 1.0 FEET  NORTH OF
 DH3701'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1717 ***********************************************************************
 GB1717  DESIGNATION -  3603
 GB1717  PID         -  GB1717
 GB1717  STATE/COUNTY-  TN/PUTNAM
 GB1717  USGS QUAD   -  MONTEREY (1981)
 GB1717
 GB1717                         *CURRENT SURVEY CONTROL
 GB1717  ___________________________________________________________________
 GB1717* NAD 83(1986)-  36 08 23.     (N)    085 17 03.     (W)     SCALED    
 GB1717* NAVD 88     -       578.723  (meters)    1898.69   (feet)  ADJUSTED  
 GB1717  ___________________________________________________________________
 GB1717  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB1717  DYNAMIC HT  -         578.189 (meters)    1896.94  (feet)  COMP
 GB1717  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 GB1717
 GB1717  VERT ORDER  -  SECOND    CLASS 0
 GB1717
 GB1717.The horizontal coordinates were scaled from a topographic map and have
 GB1717.an estimated accuracy of +/- 6 seconds.
 GB1717
 GB1717.The orthometric height was determined by differential leveling
 GB1717.and adjusted by the National Geodetic Survey in June 1991..
 GB1717
 GB1717.The geoid height was determined by GEOID03.
 GB1717
 GB1717.The dynamic height is computed by dividing the NAVD 88
 GB1717.geopotential number by the normal gravity value computed on the
 GB1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1717.degrees latitude (g = 980.6199 gals.).
 GB1717
 GB1717.The modeled gravity was interpolated from observed gravity values.
 GB1717
 GB1717;                    North         East    Units  Estimated Accuracy
 GB1717;SPC TN       -   200,650.      664,430.      MT  (+/- 180 meters Scaled)
 GB1717
 GB1717                          SUPERSEDED SURVEY CONTROL
 GB1717
 GB1717  NGVD 29 (??/??/92)  578.743  (m)         1898.76   (f) ADJ UNCH    2 0
 GB1717
 GB1717.Superseded values are not recommended for survey control.
 GB1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1717.See file dsdata.txt to determine how the superseded data were derived.
 GB1717
 GB1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF543008(NAD 83)
 GB1717_MARKER: DD = SURVEY DISK
 GB1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1717_STAMPING: 3603
 GB1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1717+STABILITY: SURFACE MOTION
 GB1717
 GB1717  HISTORY     - Date     Condition        Report By
 GB1717  HISTORY     - UNK      MONUMENTED       CGS
 GB1717  HISTORY     - 1960     GOOD             NGS
 GB1717
 GB1717                          STATION DESCRIPTION
 GB1717
 GB1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1717'1 MI SW FROM MONTEREY.
 GB1717'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1717'STATE HIGHWAY 84, 0.8 MILE WEST ON U.S. HIGHWAY 70N TO THE CREST
 GB1717'OF A HILL.  THE BENCH MARK IS 31 FT. EAST OF A POWER LINE POLE,
 GB1717'28 FT. NORTH OF THE CENTER OF U.S. HIGHWAY 70N, AND 1.2 FT. NORTH
 GB1717'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1717'PROJECTING 4 INCHES AND ABOUT 2 FT. BELOW THE LEVEL OF THE
 GB1717'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1801 ***********************************************************************
 GB1801  DESIGNATION -  3620
 GB1801  PID         -  GB1801
 GB1801  STATE/COUNTY-  TN/PUTNAM
 GB1801  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1801
 GB1801                         *CURRENT SURVEY CONTROL
 GB1801  ___________________________________________________________________
 GB1801* NAD 83(1986)-  36 10 19.     (N)    085 30 16.     (W)     SCALED    
 GB1801* NAVD 88     -       350.871  (meters)    1151.15   (feet)  ADJUSTED  
 GB1801  ___________________________________________________________________
 GB1801  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1801  DYNAMIC HT  -         350.558 (meters)    1150.12  (feet)  COMP
 GB1801  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 GB1801
 GB1801  VERT ORDER  -  SECOND    CLASS 0
 GB1801
 GB1801.The horizontal coordinates were scaled from a topographic map and have
 GB1801.an estimated accuracy of +/- 6 seconds.
 GB1801
 GB1801.The orthometric height was determined by differential leveling
 GB1801.and adjusted by the National Geodetic Survey in June 1991..
 GB1801
 GB1801.The geoid height was determined by GEOID03.
 GB1801
 GB1801.The dynamic height is computed by dividing the NAVD 88
 GB1801.geopotential number by the normal gravity value computed on the
 GB1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1801.degrees latitude (g = 980.6199 gals.).
 GB1801
 GB1801.The modeled gravity was interpolated from observed gravity values.
 GB1801
 GB1801;                    North         East    Units  Estimated Accuracy
 GB1801;SPC TN       -   204,110.      644,580.      MT  (+/- 180 meters Scaled)
 GB1801
 GB1801                          SUPERSEDED SURVEY CONTROL
 GB1801
 GB1801  NGVD 29 (??/??/92)  350.952  (m)         1151.41   (f) ADJ UNCH    2 0
 GB1801
 GB1801.Superseded values are not recommended for survey control.
 GB1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1801.See file dsdata.txt to determine how the superseded data were derived.
 GB1801
 GB1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF345040(NAD 83)
 GB1801_MARKER: DD = SURVEY DISK
 GB1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1801_STAMPING: 3620
 GB1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1801+STABILITY: SURFACE MOTION
 GB1801
 GB1801  HISTORY     - Date     Condition        Report By
 GB1801  HISTORY     - UNK      MONUMENTED       TNGS
 GB1801  HISTORY     - 1935     GOOD             NGS
 GB1801  HISTORY     - 1966     MARK NOT FOUND   NGS
 GB1801
 GB1801                          STATION DESCRIPTION
 GB1801
 GB1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1801'AT COOKEVILLE.
 GB1801'AT COOKEVILLE, PUTNAM COUNTY, IN THE SOUTHWEST CORNER OF THE
 GB1801'TENNESSEE POLYTECHNICAL INSTITUTE CAMPUS, 75 YARDS SOUTH OF THE
 GB1801'SOUTHEAST CORNER OF THE DORMITORY, 44 YARDS NORTH OF THE SOUTH EDGE
 GB1801'OF THE CAMPUS, AND 1 FOOT EAST OF A CONCRETE WALK.  A STATE SURVEY
 GB1801'STANDARD DISK, STAMPED 3620 AND SET IN THE TOP OF A CONCRETE POST
 GB1801'FLUSH WITH THE GROUND.
 GB1801
 GB1801                          STATION RECOVERY (1966)
 GB1801
 GB1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3708 ***********************************************************************
 DH3708  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3708  DESIGNATION -  3630E08
 DH3708  PID         -  DH3708
 DH3708  STATE/COUNTY-  TN/OBION
 DH3708  USGS QUAD   -  BONDURANT (1982)
 DH3708
 DH3708                         *CURRENT SURVEY CONTROL
 DH3708  ___________________________________________________________________
 DH3708* NAD 83(1995)-  36 30 18.49532(N)    089 15 21.89932(W)     ADJUSTED  
 DH3708* NAVD 88     -       150.93   (meters)     495.2    (feet)  GPS OBS   
 DH3708  ___________________________________________________________________
 DH3708  X           -      66,643.335 (meters)                     COMP
 DH3708  Y           -  -5,132,518.786 (meters)                     COMP
 DH3708  Z           -   3,773,465.813 (meters)                     COMP
 DH3708  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DH3708  ELLIP HEIGHT-         122.70  (meters)          (05/31/05) GPS OBS
 DH3708  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DH3708
 DH3708  HORZ ORDER  -  FIRST
 DH3708  ELLP ORDER  -  FOURTH    CLASS II
 DH3708
 DH3708.The horizontal coordinates were established by GPS observations
 DH3708.and adjusted by the National Geodetic Survey in May 2005..
 DH3708
 DH3708.The orthometric height was determined by GPS observations and a
 DH3708.high-resolution geoid model using precise GPS observation and
 DH3708.processing techniques.
 DH3708
 DH3708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3708
 DH3708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3708
 DH3708.The ellipsoidal height was determined by GPS observations
 DH3708.and is referenced to NAD 83.
 DH3708
 DH3708.The geoid height was determined by GEOID03.
 DH3708
 DH3708;                    North         East     Units Scale Factor Converg.
 DH3708;SPC TN       -   245,818.192   308,352.086   MT  1.00001689   -1 54 22.5
 DH3708;SPC TN       -   806,488.52  1,011,651.80   sFT  1.00001689   -1 54 22.5
 DH3708;UTM  16      - 4,042,345.099   297,953.833   MT  1.00010298   -1 20 33.3
 DH3708
 DH3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3708!SPC TN       -   0.99998074  x   1.00001689  =   0.99999763
 DH3708!UTM  16      -   0.99998074  x   1.00010298  =   1.00008372
 DH3708
 DH3708                          SUPERSEDED SURVEY CONTROL
 DH3708
 DH3708.No superseded survey control is available for this station.
 DH3708
 DH3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9795442345(NAD 83)
 DH3708_MARKER: DD = SURVEY DISK
 DH3708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3708_STAMPING: 3630E08 2003
 DH3708_MARK LOGO: USACE 
 DH3708_PROJECTION: RECESSED 4 CENTIMETERS
 DH3708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3708+STABILITY: SURFACE MOTION
 DH3708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3708+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 DH3708
 DH3708  HISTORY     - Date     Condition        Report By
 DH3708  HISTORY     - 20030430 MONUMENTED       USACE
 DH3708  HISTORY     - 20030710 GOOD             EMCINC
 DH3708
 DH3708                          STATION DESCRIPTION
 DH3708
 DH3708'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3708'TO REACH MARK FROM THE JUNCTION OF KENTUCKY STATE HIGHWAY 94 AND
 DH3708'KENTUCKY STATE  HIGHWAY 309, LOCATED IN THE NORTHWEST CITY LIMITS OF
 DH3708'HICKMAN, KENTUCKY, PROCEED SOUTH  ALONG HIGHWAY 309 FOR 2.7 MILES TO
 DH3708'ITS JUNCTION WITH KIENTUCKY STATE HIGHWAY 925 ON THE  RIGHT. TURN
 DH3708'RIGHT AND PROCEED SOUTHWEST ALONG HIGHWAY 925 FOR 4.0 MILES TO THE
 DH3708'HICKMAN TVA TRANSMISSION TOWER AND THE MARK ON THE RIGHT. MARK IS
 DH3708'LOCATED 86.0 FEET  WEST OF THE CENTERLINE OF HIGHWAY 925, 39.2 FEET
 DH3708'NORTH OF THE CENTERLINE OF GRAVEL  DRIVEWAY LEADING TO TOWER, 63.7
 DH3708'FEET EAST OF NORTHEAST CORNER OF CHAINLINK FENCE  AROUND TOWER AND
 DH3708'79.5 FEET NORTHEAST OF SOUTHEAST CORNER OF CHAINLINK FENCE AROUND
 DH3708'TOWER. A MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED
 DH3708'TO A 7-FOOT  ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER
 DH3708'STAMPED 3630E08 2003. DISK IS  RECESSED 4 CENTIMETERS UNDER ACCESS
 DH3708'COVER. MARK IS 1.5 FEET EAST OF A CARSONITE WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3710 ***********************************************************************
 DH3710  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3710  DESIGNATION -  3630E10
 DH3710  PID         -  DH3710
 DH3710  STATE/COUNTY-  TN/OBION
 DH3710  USGS QUAD   -  CAYCE (1982)
 DH3710
 DH3710                         *CURRENT SURVEY CONTROL
 DH3710  ___________________________________________________________________
 DH3710* NAD 83(1995)-  36 30 11.82696(N)    089 05 21.38034(W)     ADJUSTED  
 DH3710* NAVD 88     -       111.41   (meters)     365.5    (feet)  GPS OBS   
 DH3710  ___________________________________________________________________
 DH3710  X           -      81,587.277 (meters)                     COMP
 DH3710  Y           -  -5,132,393.599 (meters)                     COMP
 DH3710  Z           -   3,773,277.143 (meters)                     COMP
 DH3710  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DH3710  ELLIP HEIGHT-          83.29  (meters)          (05/31/05) GPS OBS
 DH3710  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DH3710
 DH3710  HORZ ORDER  -  FIRST
 DH3710  ELLP ORDER  -  FOURTH    CLASS II
 DH3710
 DH3710.The horizontal coordinates were established by GPS observations
 DH3710.and adjusted by the National Geodetic Survey in May 2005..
 DH3710
 DH3710.The orthometric height was determined by GPS observations and a
 DH3710.high-resolution geoid model using precise GPS observation and
 DH3710.processing techniques.
 DH3710
 DH3710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3710
 DH3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3710
 DH3710.The ellipsoidal height was determined by GPS observations
 DH3710.and is referenced to NAD 83.
 DH3710
 DH3710.The geoid height was determined by GEOID03.
 DH3710
 DH3710;                    North         East     Units Scale Factor Converg.
 DH3710;SPC TN       -   245,128.372   323,281.775   MT  1.00001651   -1 48 30.9
 DH3710;SPC TN       -   804,225.33  1,060,633.62   sFT  1.00001651   -1 48 30.9
 DH3710;UTM  16      - 4,041,802.381   312,890.341   MT  1.00003136   -1 14 35.5
 DH3710
 DH3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3710!SPC TN       -   0.99998693  x   1.00001651  =   1.00000344
 DH3710!UTM  16      -   0.99998693  x   1.00003136  =   1.00001829
 DH3710
 DH3710                          SUPERSEDED SURVEY CONTROL
 DH3710
 DH3710.No superseded survey control is available for this station.
 DH3710
 DH3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1289041802(NAD 83)
 DH3710_MARKER: DD = SURVEY DISK
 DH3710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3710_STAMPING: 3630E10 2003
 DH3710_MARK LOGO: USACE 
 DH3710_PROJECTION: RECESSED 9 CENTIMETERS
 DH3710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3710+STABILITY: SURFACE MOTION
 DH3710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3710+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 DH3710
 DH3710  HISTORY     - Date     Condition        Report By
 DH3710  HISTORY     - 20030430 MONUMENTED       USACE
 DH3710  HISTORY     - 20030714 GOOD             EMCINC
 DH3710
 DH3710                          STATION DESCRIPTION
 DH3710
 DH3710'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3710'TO REACH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND TENNESSEE
 DH3710'STATE HIGHWAY 21,  LOCATED 1.5 MILES NORTH OF UNION CITY, TENNESSEE,
 DH3710'PROCEED NORTH ALONG TENNESSEE STATE  HIGHWAY 21 FOR 4.0 MILES TO ITS
 DH3710'INTERSECTION WITH KENTUCKY HIGHWAY 116 (STATE LINE ROAD).  TURN LEFT
 DH3710'AND PROCEED WEST ALONG HIGHWAY 116 FOR 3.0 MILES TO A NATURAL GAS
 DH3710'UNDERGROUND PIPELINE CROSSING AND THE MARK ON THE LEFT. MARK IS
 DH3710'LOCATED 35.2 FEET  SOUTH OF THE CENTERLINE OF HIGHWAY 116, 9.0 FEET
 DH3710'SOUTHEAST OF THE MIDDLE OF 3 GAS  PIPELINE VENT POSTS, AND 1.5 FEET
 DH3710'NORTH OF A FENCE CORNER POST AND CARSONITE WITNESS  POST. A MEMPHIS
 DH3710'CORPS OF ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO A 7-FOOT
 DH3710'ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER STAMPED
 DH3710'3630E10 2003. DISK IS  RECESSED 9 CENTIMETERS UNDER ACCESS COVER. MARK
 DH3710'IS 6.0 FEET ABOVE LEVEL OF HIGHWAY 116.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2429 ***********************************************************************
 GB2429  DESIGNATION -  3633
 GB2429  PID         -  GB2429
 GB2429  STATE/COUNTY-  TN/PUTNAM
 GB2429  USGS QUAD   -  BAXTER (1981)
 GB2429
 GB2429                         *CURRENT SURVEY CONTROL
 GB2429  ___________________________________________________________________
 GB2429* NAD 83(1995)-  36 09 58.59121(N)    085 39 09.19541(W)     ADJUSTED  
 GB2429* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 GB2429  ___________________________________________________________________
 GB2429  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GB2429  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GB2429
 GB2429  HORZ ORDER  -  SECOND
 GB2429
 GB2429.The horizontal coordinates were established by classical geodetic methods
 GB2429.and adjusted by the National Geodetic Survey in April 1999..
 GB2429
 GB2429.The orthometric height was scaled from a topographic map.
 GB2429
 GB2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2429
 GB2429.The geoid height was determined by GEOID03.
 GB2429
 GB2429;                    North         East     Units Scale Factor Converg.
 GB2429;SPC TN       -   203,420.162   631,259.939   MT  0.99996516   +0 12 12.3
 GB2429;SPC TN       -   667,387.65  2,071,058.65   sFT  0.99996516   +0 12 12.3
 GB2429;UTM  16      - 4,003,232.122   621,190.056   MT  0.99978096   +0 47 43.0
 GB2429
 GB2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2429!SPC TN       -   0.99995303  x   0.99996516  =   0.99991819
 GB2429!UTM  16      -   0.99995303  x   0.99978096  =   0.99973400
 GB2429
 GB2429                          SUPERSEDED SURVEY CONTROL
 GB2429
 GB2429  NAD 83(1995)-  36 09 58.59323(N)    085 39 09.19819(W) AD(       ) 2
 GB2429  NAD 83(1995)-  36 09 58.59510(N)    085 39 09.19812(W) AD(       ) 2
 GB2429  NAD 83(1986)-  36 09 58.60352(N)    085 39 09.19667(W) AD(       ) 2
 GB2429  NAD 27      -  36 09 58.38300(N)    085 39 09.27400(W) AD(       ) 2
 GB2429
 GB2429.Superseded values are not recommended for survey control.
 GB2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2429.See file dsdata.txt to determine how the superseded data were derived.
 GB2429
 GB2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2119003232(NAD 83)
 GB2429_MARKER: DD = SURVEY DISK
 GB2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2429_STAMPING: 3633
 GB2429_MARK LOGO: TNGS  
 GB2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2429+STABILITY: SURFACE MOTION
 GB2429
 GB2429  HISTORY     - Date     Condition        Report By
 GB2429  HISTORY     - 1949     MONUMENTED       TNGS
 GB2429
 GB2429                          STATION DESCRIPTION
 GB2429
 GB2429'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1949 (LWS)
 GB2429'THE STATION IS LOCATED ABOUT 9 MILES WEST OF COOKEVILLE AND 1 MILE
 GB2429'NORTHWEST OF BAXTER. IT IS 64 FEET NORTHEAST OF THE NORTHEAST
 GB2429'CORNER OF A HOUSE, 48 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 70
 GB2429'N AND 25 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS A
 GB2429'6X6 INCH CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GB2429'THE DISK IS A BRONZE USC AND GS AND SS DISK STAMPED 3633. A
 GB2429'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ENSOR AND THE
 GB2429'DISTANCE FOUND TO BE 8.720 METERS (28.61 FEET).
 GB2429'
 GB2429'TO REACH THE STATION FROM THE PUTNAM COUNTY COURT HOUSE IN
 GB2429'COOKEVILLE, GO WEST ON U.S. HIGHWAY 70 N FOR 9.15 MILES TO THE
 GB2429'STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1836 ***********************************************************************
 GA1836  DESIGNATION -  37 14 5
 GA1836  PID         -  GA1836
 GA1836  STATE/COUNTY-  TN/HAWKINS
 GA1836  USGS QUAD   -  BULLS GAP (1976)
 GA1836
 GA1836                         *CURRENT SURVEY CONTROL
 GA1836  ___________________________________________________________________
 GA1836* NAD 83(1986)-  36 21 02.     (N)    083 00 38.     (W)     SCALED    
 GA1836* NAVD 88     -       340.852  (meters)    1118.28   (feet)  ADJUSTED  
 GA1836  ___________________________________________________________________
 GA1836  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1836  DYNAMIC HT  -         340.539 (meters)    1117.25  (feet)  COMP
 GA1836  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 GA1836
 GA1836  VERT ORDER  -  FIRST     CLASS I
 GA1836
 GA1836.The horizontal coordinates were scaled from a topographic map and have
 GA1836.an estimated accuracy of +/- 6 seconds.
 GA1836
 GA1836.The orthometric height was determined by differential leveling
 GA1836.and adjusted by the National Geodetic Survey in June 1991..
 GA1836
 GA1836.The geoid height was determined by GEOID03.
 GA1836
 GA1836.The dynamic height is computed by dividing the NAVD 88
 GA1836.geopotential number by the normal gravity value computed on the
 GA1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1836.degrees latitude (g = 980.6199 gals.).
 GA1836
 GA1836.The modeled gravity was interpolated from observed gravity values.
 GA1836
 GA1836;                    North         East    Units  Estimated Accuracy
 GA1836;SPC TN       -   227,910.      868,300.      MT  (+/- 180 meters Scaled)
 GA1836
 GA1836                          SUPERSEDED SURVEY CONTROL
 GA1836
 GA1836  NGVD 29 (??/??/92)  341.012  (m)         1118.80   (f) ADJ UNCH    1 1
 GA1836
 GA1836.Superseded values are not recommended for survey control.
 GA1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1836.See file dsdata.txt to determine how the superseded data were derived.
 GA1836
 GA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA195247(NAD 83)
 GA1836_MARKER: DD = SURVEY DISK
 GA1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1836_STAMPING: 37 14 5
 GA1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1836+STABILITY: SURFACE MOTION
 GA1836
 GA1836  HISTORY     - Date     Condition        Report By
 GA1836  HISTORY     - UNK      MONUMENTED       TNDG
 GA1836  HISTORY     - 1967     GOOD             NGS
 GA1836
 GA1836                          STATION DESCRIPTION
 GA1836
 GA1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1836'7.8 MI SW FROM BUREM.
 GA1836'ABOUT 7.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1836'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA1836'ROAD AT BUREM, 0.6 MILE SOUTH OF THE CORAN STATION SIGN AT CORAN,
 GA1836'0.1 MILE NORTH OF MILEPOST 78, 0.1 MILE SOUTH OF THE SOUTH END OF
 GA1836'A RAILROAD BRIDGE OVER STATE HIGHWAY 66, 100 YARDS NORTH OF THE
 GA1836'NORTH END OF A RAILROAD BRIDGE OVER OLD STATE HIGHWAY 66, 21 1/2
 GA1836'FEET WEST OF THE WEST RAIL OF THE TRACK, 64 1/2 FEET EAST OF THE
 GA1836'SOUTHEAST CORNER OF A BRICK HOUSE, 45 FEET SOUTHEAST OF AN 18-INCH
 GA1836'CEDAR TREE, 9 FEET EAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY,
 GA1836'1.1 FEET WEST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE
 GA1836'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA1836'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1837 ***********************************************************************
 GA1837  DESIGNATION -  37 14 6
 GA1837  PID         -  GA1837
 GA1837  STATE/COUNTY-  TN/HAWKINS
 GA1837  USGS QUAD   -  BULLS GAP (1976)
 GA1837
 GA1837                         *CURRENT SURVEY CONTROL
 GA1837  ___________________________________________________________________
 GA1837* NAD 83(1986)-  36 20 51.     (N)    083 00 27.     (W)     SCALED    
 GA1837* NAVD 88     -       339.836  (meters)    1114.95   (feet)  ADJUSTED  
 GA1837  ___________________________________________________________________
 GA1837  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1837  DYNAMIC HT  -         339.524 (meters)    1113.92  (feet)  COMP
 GA1837  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 GA1837
 GA1837  VERT ORDER  -  FIRST     CLASS I
 GA1837
 GA1837.The horizontal coordinates were scaled from a topographic map and have
 GA1837.an estimated accuracy of +/- 6 seconds.
 GA1837
 GA1837.The orthometric height was determined by differential leveling
 GA1837.and adjusted by the National Geodetic Survey in June 1991..
 GA1837
 GA1837.The geoid height was determined by GEOID03.
 GA1837
 GA1837.The dynamic height is computed by dividing the NAVD 88
 GA1837.geopotential number by the normal gravity value computed on the
 GA1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1837.degrees latitude (g = 980.6199 gals.).
 GA1837
 GA1837.The modeled gravity was interpolated from observed gravity values.
 GA1837
 GA1837;                    North         East    Units  Estimated Accuracy
 GA1837;SPC TN       -   227,580.      868,580.      MT  (+/- 180 meters Scaled)
 GA1837
 GA1837                          SUPERSEDED SURVEY CONTROL
 GA1837
 GA1837  NGVD 29 (??/??/92)  339.995  (m)         1115.47   (f) ADJ UNCH    1 1
 GA1837
 GA1837.Superseded values are not recommended for survey control.
 GA1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1837.See file dsdata.txt to determine how the superseded data were derived.
 GA1837
 GA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA198243(NAD 83)
 GA1837_MARKER: DD = SURVEY DISK
 GA1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1837_STAMPING: 37 14 6
 GA1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1837+STABILITY: SURFACE MOTION
 GA1837
 GA1837  HISTORY     - Date     Condition        Report By
 GA1837  HISTORY     - UNK      MONUMENTED       TNDG
 GA1837  HISTORY     - 1967     GOOD             NGS
 GA1837
 GA1837                          STATION DESCRIPTION
 GA1837
 GA1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1837'8.1 MI SW FROM BUREM.
 GA1837'ABOUT 8.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1837'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA1837'ROAD AT BUREM, OR ABOUT 8.55 MILES NORTHEAST ALONG THE SOUTHERN
 GA1837'RAILWAY COMPANY RAILROAD FROM THE STATION AT BULLS GAP, 0.9 MILE
 GA1837'SOUTH OF THE CORAN STATION SIGN AT CORAN, 0.2 MILE SOUTH OF
 GA1837'MILEPOST 78, 0.05 MILE NORTH OF THE CROSSING OF THE RAILROAD AND
 GA1837'A PRIVATE ROAD, 8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GA1837'TRACK, 17 FEET SOUTHWEST OF POLE NUMBER 2211, 4.7 FEET SOUTHWEST
 GA1837'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 GA1837'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 GA1837'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0718 ***********************************************************************
 GA0718  DESIGNATION -  37 15 16
 GA0718  PID         -  GA0718
 GA0718  STATE/COUNTY-  TN/HAWKINS
 GA0718  USGS QUAD   -  BUREM (1976)
 GA0718
 GA0718                         *CURRENT SURVEY CONTROL
 GA0718  ___________________________________________________________________
 GA0718* NAD 83(1986)-  36 24 48.     (N)    082 55 02.     (W)     SCALED    
 GA0718* NAVD 88     -       344.615  (meters)    1130.62   (feet)  ADJUSTED  
 GA0718  ___________________________________________________________________
 GA0718  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0718  DYNAMIC HT  -         344.301 (meters)    1129.59  (feet)  COMP
 GA0718  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA0718
 GA0718  VERT ORDER  -  FIRST     CLASS I
 GA0718
 GA0718.The horizontal coordinates were scaled from a topographic map and have
 GA0718.an estimated accuracy of +/- 6 seconds.
 GA0718
 GA0718.The orthometric height was determined by differential leveling
 GA0718.and adjusted by the National Geodetic Survey in June 1991..
 GA0718
 GA0718.The geoid height was determined by GEOID03.
 GA0718
 GA0718.The dynamic height is computed by dividing the NAVD 88
 GA0718.geopotential number by the normal gravity value computed on the
 GA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0718.degrees latitude (g = 980.6199 gals.).
 GA0718
 GA0718.The modeled gravity was interpolated from observed gravity values.
 GA0718
 GA0718;                    North         East    Units  Estimated Accuracy
 GA0718;SPC TN       -   235,130.      876,450.      MT  (+/- 180 meters Scaled)
 GA0718
 GA0718                          SUPERSEDED SURVEY CONTROL
 GA0718
 GA0718  NGVD 29 (??/??/92)  344.767  (m)         1131.12   (f) ADJ UNCH    1 1
 GA0718
 GA0718.Superseded values are not recommended for survey control.
 GA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0718.See file dsdata.txt to determine how the superseded data were derived.
 GA0718
 GA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA281315(NAD 83)
 GA0718_MARKER: DD = SURVEY DISK
 GA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0718_STAMPING: 37 15 26
 GA0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0718+STABILITY: SURFACE MOTION
 GA0718
 GA0718  HISTORY     - Date     Condition        Report By
 GA0718  HISTORY     - UNK      MONUMENTED       TNDG
 GA0718  HISTORY     - 1967     GOOD             NGS
 GA0718
 GA0718                          STATION DESCRIPTION
 GA0718
 GA0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0718'0.2 MI E FROM BUREM.
 GA0718'ABOUT 0.2 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA0718'FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD AT
 GA0718'BUREM, 0.4 MILE EAST OF MILEPOST 70, 41 FEET SOUTH OF THE SOUTH
 GA0718'RAIL OF THE MAIN TRACK, 140 FEET SOUTH AND ACROSS THE TRACK
 GA0718'FROM THE SOUTHWEST CORNER OF THE RESIDENCE OF MR. HOWELL BUREM,
 GA0718'80 FEET SOUTH AND ACROSS THE TRACK FROM A POLE, 28 FEET SOUTH
 GA0718'OF THE SOUTH RAIL OF A SIDETRACK, 6 1/2 FEET NORTH OF A FENCE,
 GA0718'0.6 FOOT NORTH OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE
 GA0718'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GA0718'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0722 ***********************************************************************
 GA0722  DESIGNATION -  37 15 17
 GA0722  PID         -  GA0722
 GA0722  STATE/COUNTY-  TN/HAWKINS
 GA0722  USGS QUAD   -  BUREM (1976)
 GA0722
 GA0722                         *CURRENT SURVEY CONTROL
 GA0722  ___________________________________________________________________
 GA0722* NAD 83(1986)-  36 23 58.     (N)    082 55 49.     (W)     SCALED    
 GA0722* NAVD 88     -       335.652  (meters)    1101.22   (feet)  ADJUSTED  
 GA0722  ___________________________________________________________________
 GA0722  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0722  DYNAMIC HT  -         335.346 (meters)    1100.21  (feet)  COMP
 GA0722  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 GA0722
 GA0722  VERT ORDER  -  FIRST     CLASS I
 GA0722
 GA0722.The horizontal coordinates were scaled from a topographic map and have
 GA0722.an estimated accuracy of +/- 6 seconds.
 GA0722
 GA0722.The orthometric height was determined by differential leveling
 GA0722.and adjusted by the National Geodetic Survey in June 1991..
 GA0722
 GA0722.The geoid height was determined by GEOID03.
 GA0722
 GA0722.The dynamic height is computed by dividing the NAVD 88
 GA0722.geopotential number by the normal gravity value computed on the
 GA0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0722.degrees latitude (g = 980.6199 gals.).
 GA0722
 GA0722.The modeled gravity was interpolated from observed gravity values.
 GA0722
 GA0722;                    North         East    Units  Estimated Accuracy
 GA0722;SPC TN       -   233,560.      875,330.      MT  (+/- 180 meters Scaled)
 GA0722
 GA0722                          SUPERSEDED SURVEY CONTROL
 GA0722
 GA0722  NGVD 29 (??/??/92)  335.807  (m)         1101.73   (f) ADJ UNCH    1 1
 GA0722
 GA0722.Superseded values are not recommended for survey control.
 GA0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0722.See file dsdata.txt to determine how the superseded data were derived.
 GA0722
 GA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA269299(NAD 83)
 GA0722_MARKER: DD = SURVEY DISK
 GA0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0722_STAMPING: 37 15 17
 GA0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0722+STABILITY: SURFACE MOTION
 GA0722
 GA0722  HISTORY     - Date     Condition        Report By
 GA0722  HISTORY     - UNK      MONUMENTED       TNGS
 GA0722  HISTORY     - 1967     GOOD             NGS
 GA0722
 GA0722                          STATION DESCRIPTION
 GA0722
 GA0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0722'1.6 MI SW FROM BUREM.
 GA0722'ABOUT 1.65 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0722'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD
 GA0722'AT BUREM, 0.45 MILE SOUTH OF MILEPOST 71, 9 FEET EAST OF THE
 GA0722'EAST RAIL OF THE TRACK, 103 FEET NORTH OF THE NORTH ABUTMENT OF
 GA0722'A RAILROAD BRIDGE OVER BEECH CREEK, 0.5 FOOT WEST OF A METAL WITNESS
 GA0722'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 GA0722'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0721 ***********************************************************************
 GA0721  DESIGNATION -  37 15 18
 GA0721  PID         -  GA0721
 GA0721  STATE/COUNTY-  TN/HAWKINS
 GA0721  USGS QUAD   -  BUREM (1976)
 GA0721
 GA0721                         *CURRENT SURVEY CONTROL
 GA0721  ___________________________________________________________________
 GA0721* NAD 83(1986)-  36 24 09.     (N)    082 55 48.     (W)     SCALED    
 GA0721* NAVD 88     -       335.676  (meters)    1101.30   (feet)  ADJUSTED  
 GA0721  ___________________________________________________________________
 GA0721  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0721  DYNAMIC HT  -         335.370 (meters)    1100.29  (feet)  COMP
 GA0721  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA0721
 GA0721  VERT ORDER  -  FIRST     CLASS I
 GA0721
 GA0721.The horizontal coordinates were scaled from a topographic map and have
 GA0721.an estimated accuracy of +/- 6 seconds.
 GA0721
 GA0721.The orthometric height was determined by differential leveling
 GA0721.and adjusted by the National Geodetic Survey in June 1991..
 GA0721
 GA0721.The geoid height was determined by GEOID03.
 GA0721
 GA0721.The dynamic height is computed by dividing the NAVD 88
 GA0721.geopotential number by the normal gravity value computed on the
 GA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0721.degrees latitude (g = 980.6199 gals.).
 GA0721
 GA0721.The modeled gravity was interpolated from observed gravity values.
 GA0721
 GA0721;                    North         East    Units  Estimated Accuracy
 GA0721;SPC TN       -   233,900.      875,340.      MT  (+/- 180 meters Scaled)
 GA0721
 GA0721                          SUPERSEDED SURVEY CONTROL
 GA0721
 GA0721  NGVD 29 (??/??/92)  335.831  (m)         1101.81   (f) ADJ UNCH    1 1
 GA0721
 GA0721.Superseded values are not recommended for survey control.
 GA0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0721.See file dsdata.txt to determine how the superseded data were derived.
 GA0721
 GA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA269303(NAD 83)
 GA0721_MARKER: DD = SURVEY DISK
 GA0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0721_STAMPING: 37 15 18
 GA0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0721+STABILITY: SURFACE MOTION
 GA0721
 GA0721  HISTORY     - Date     Condition        Report By
 GA0721  HISTORY     - UNK      MONUMENTED       TNDG
 GA0721  HISTORY     - 1967     GOOD             NGS
 GA0721
 GA0721                          STATION DESCRIPTION
 GA0721
 GA0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0721'1.4 MI SW FROM BUREM.
 GA0721'ABOUT 1.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0721'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0721'ROAD AT BUREM, 0.25 MILE SOUTH OF MILEPOST 71, 0.2 MILE NORTH OF
 GA0721'THE NORTH END OF A RAILROAD BRIDGE OVER BEECH CREEK, 0.1 MILE
 GA0721'SOUTH OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 20
 GA0721'FEET EAST OF THE EAST RAIL OF THE TRACK, 4 FEET SOUTH OF A 6-INCH
 GA0721'CEDAR TREE, 0.6 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2
 GA0721'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GA0721'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0720 ***********************************************************************
 GA0720  DESIGNATION -  37 15 19
 GA0720  PID         -  GA0720
 GA0720  STATE/COUNTY-  TN/HAWKINS
 GA0720  USGS QUAD   -  BUREM (1976)
 GA0720
 GA0720                         *CURRENT SURVEY CONTROL
 GA0720  ___________________________________________________________________
 GA0720* NAD 83(1986)-  36 24 18.     (N)    082 55 50.     (W)     SCALED    
 GA0720* NAVD 88     -       337.809  (meters)    1108.30   (feet)  ADJUSTED  
 GA0720  ___________________________________________________________________
 GA0720  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0720  DYNAMIC HT  -         337.501 (meters)    1107.28  (feet)  COMP
 GA0720  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 GA0720
 GA0720  VERT ORDER  -  FIRST     CLASS I
 GA0720
 GA0720.The horizontal coordinates were scaled from a topographic map and have
 GA0720.an estimated accuracy of +/- 6 seconds.
 GA0720
 GA0720.The orthometric height was determined by differential leveling
 GA0720.and adjusted by the National Geodetic Survey in June 1991..
 GA0720
 GA0720.The geoid height was determined by GEOID03.
 GA0720
 GA0720.The dynamic height is computed by dividing the NAVD 88
 GA0720.geopotential number by the normal gravity value computed on the
 GA0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0720.degrees latitude (g = 980.6199 gals.).
 GA0720
 GA0720.The modeled gravity was interpolated from observed gravity values.
 GA0720
 GA0720;                    North         East    Units  Estimated Accuracy
 GA0720;SPC TN       -   234,170.      875,290.      MT  (+/- 180 meters Scaled)
 GA0720
 GA0720                          SUPERSEDED SURVEY CONTROL
 GA0720
 GA0720  NGVD 29 (??/??/92)  337.964  (m)         1108.80   (f) ADJ UNCH    1 1
 GA0720
 GA0720.Superseded values are not recommended for survey control.
 GA0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0720.See file dsdata.txt to determine how the superseded data were derived.
 GA0720
 GA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA268306(NAD 83)
 GA0720_MARKER: DD = SURVEY DISK
 GA0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0720_STAMPING: 37 15 19
 GA0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0720+STABILITY: SURFACE MOTION
 GA0720
 GA0720  HISTORY     - Date     Condition        Report By
 GA0720  HISTORY     - UNK      MONUMENTED       TNDG
 GA0720  HISTORY     - 1967     GOOD             NGS
 GA0720
 GA0720                          STATION DESCRIPTION
 GA0720
 GA0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0720'1.3 MI SW FROM BUREM.
 GA0720'ABOUT 1.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0720'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0720'ROAD AT BUREM, 0.1 MILE SOUTHEAST OF MILEPOST 71, 19 FEET EAST
 GA0720'OF THE EAST RAIL OF THE TRACK, 182 FEET NORTH OF THE CENTER OF
 GA0720'THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 0.5 FOOT NORTH
 GA0720'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 GA0720'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1834 ***********************************************************************
 GA1834  DESIGNATION -  37 15 2
 GA1834  PID         -  GA1834
 GA1834  STATE/COUNTY-  TN/HAWKINS
 GA1834  USGS QUAD   -  BULLS GAP (1976)
 GA1834
 GA1834                         *CURRENT SURVEY CONTROL
 GA1834  ___________________________________________________________________
 GA1834* NAD 83(1986)-  36 22 06.     (N)    083 00 22.     (W)     SCALED    
 GA1834* NAVD 88     -       334.193  (meters)    1096.43   (feet)  ADJUSTED  
 GA1834  ___________________________________________________________________
 GA1834  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1834  DYNAMIC HT  -         333.886 (meters)    1095.42  (feet)  COMP
 GA1834  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 GA1834
 GA1834  VERT ORDER  -  FIRST     CLASS I
 GA1834
 GA1834.The horizontal coordinates were scaled from a topographic map and have
 GA1834.an estimated accuracy of +/- 6 seconds.
 GA1834
 GA1834.The orthometric height was determined by differential leveling
 GA1834.and adjusted by the National Geodetic Survey in June 1991..
 GA1834
 GA1834.The geoid height was determined by GEOID03.
 GA1834
 GA1834.The dynamic height is computed by dividing the NAVD 88
 GA1834.geopotential number by the normal gravity value computed on the
 GA1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1834.degrees latitude (g = 980.6199 gals.).
 GA1834
 GA1834.The modeled gravity was interpolated from observed gravity values.
 GA1834
 GA1834;                    North         East    Units  Estimated Accuracy
 GA1834;SPC TN       -   229,900.      868,640.      MT  (+/- 180 meters Scaled)
 GA1834
 GA1834                          SUPERSEDED SURVEY CONTROL
 GA1834
 GA1834  NGVD 29 (??/??/92)  334.353  (m)         1096.96   (f) ADJ UNCH    1 1
 GA1834
 GA1834.Superseded values are not recommended for survey control.
 GA1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1834.See file dsdata.txt to determine how the superseded data were derived.
 GA1834
 GA1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA200266(NAD 83)
 GA1834_MARKER: DD = SURVEY DISK
 GA1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1834_STAMPING: 37 15 2
 GA1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1834+STABILITY: SURFACE MOTION
 GA1834
 GA1834  HISTORY     - Date     Condition        Report By
 GA1834  HISTORY     - UNK      MONUMENTED       TNDG
 GA1834  HISTORY     - 1967     GOOD             NGS
 GA1834
 GA1834                          STATION DESCRIPTION
 GA1834
 GA1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1834'6.2 MI SW FROM BUREM.
 GA1834'ABOUT 6.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1834'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD
 GA1834'AT BUREM, 0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1834'RAILROAD FROM THE STATION SIGN AT CORAN, 0.5 MILE WEST OF MILEPOST
 GA1834'76, 27 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 100 FEET EAST
 GA1834'OF THE SOUTHEAST CORNER OF AN OLD HOUSE, 13 FEET SOUTH OF THE
 GA1834'CENTERLINE OF A PRIVATE DRIVEWAY, 3 1/2 FEET EAST OF A POLE, 1.3
 GA1834'FEET NORTH OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL
 GA1834'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA1834'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0719 ***********************************************************************
 GA0719  DESIGNATION -  37 15 24
 GA0719  PID         -  GA0719
 GA0719  STATE/COUNTY-  TN/HAWKINS
 GA0719  USGS QUAD   -  BUREM (1976)
 GA0719
 GA0719                         *CURRENT SURVEY CONTROL
 GA0719  ___________________________________________________________________
 GA0719* NAD 83(1986)-  36 24 56.     (N)    082 55 41.     (W)     SCALED    
 GA0719* NAVD 88     -       341.738  (meters)    1121.19   (feet)  ADJUSTED  
 GA0719  ___________________________________________________________________
 GA0719  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0719  DYNAMIC HT  -         341.427 (meters)    1120.17  (feet)  COMP
 GA0719  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 GA0719
 GA0719  VERT ORDER  -  FIRST     CLASS I
 GA0719
 GA0719.The horizontal coordinates were scaled from a topographic map and have
 GA0719.an estimated accuracy of +/- 6 seconds.
 GA0719
 GA0719.The orthometric height was determined by differential leveling
 GA0719.and adjusted by the National Geodetic Survey in June 1991..
 GA0719
 GA0719.The geoid height was determined by GEOID03.
 GA0719
 GA0719.The dynamic height is computed by dividing the NAVD 88
 GA0719.geopotential number by the normal gravity value computed on the
 GA0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0719.degrees latitude (g = 980.6199 gals.).
 GA0719
 GA0719.The modeled gravity was interpolated from observed gravity values.
 GA0719
 GA0719;                    North         East    Units  Estimated Accuracy
 GA0719;SPC TN       -   235,350.      875,470.      MT  (+/- 180 meters Scaled)
 GA0719
 GA0719                          SUPERSEDED SURVEY CONTROL
 GA0719
 GA0719  NGVD 29 (??/??/92)  341.891  (m)         1121.69   (f) ADJ UNCH    1 1
 GA0719
 GA0719.Superseded values are not recommended for survey control.
 GA0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0719.See file dsdata.txt to determine how the superseded data were derived.
 GA0719
 GA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA271317(NAD 83)
 GA0719_MARKER: DD = SURVEY DISK
 GA0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0719_STAMPING: 37 15 24
 GA0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0719+STABILITY: SURFACE MOTION
 GA0719
 GA0719  HISTORY     - Date     Condition        Report By
 GA0719  HISTORY     - UNK      MONUMENTED       TNDG
 GA0719  HISTORY     - 1967     GOOD             NGS
 GA0719
 GA0719                          STATION DESCRIPTION
 GA0719
 GA0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0719'0.4 MI W FROM BUREM.
 GA0719'ABOUT 0.4 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA0719'FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL ROAD
 GA0719'AT BUREM, 0.2 MILE WEST OF MILEPOST 70, ON THE OUTSIDE OF A
 GA0719'CURVE IN THE RAILROAD TRACK, 267 YARDS SOUTHWEST OF A BUILDING
 GA0719'THAT HAS A METAL ROOF, 42 FEET NORTH OF THE NORTH RAIL OF THE
 GA0719'TRACK, 65 FEET SOUTHWEST OF A 16-INCH CEDAR TREE, 5 1/2 FEET
 GA0719'SOUTH OF A FENCE, 0.5 FOOT SOUTHEAST OF A METAL WITNESS POST,
 GA0719'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 GA0719'OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2176 ***********************************************************************
 GA2176  DESIGNATION -  37109
 GA2176  PID         -  GA2176
 GA2176  STATE/COUNTY-  TN/HAWKINS
 GA2176  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2176
 GA2176                         *CURRENT SURVEY CONTROL
 GA2176  ___________________________________________________________________
 GA2176* NAD 83(1986)-  36 20 42.     (N)    083 14 52.     (W)     SCALED    
 GA2176* NAVD 88     -       343.184  (meters)    1125.93   (feet)  ADJUSTED  
 GA2176  ___________________________________________________________________
 GA2176  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA2176  DYNAMIC HT  -         342.874 (meters)    1124.91  (feet)  COMP
 GA2176  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 GA2176
 GA2176  VERT ORDER  -  SECOND    CLASS 0
 GA2176
 GA2176.The horizontal coordinates were scaled from a topographic map and have
 GA2176.an estimated accuracy of +/- 6 seconds.
 GA2176
 GA2176.The orthometric height was determined by differential leveling
 GA2176.and adjusted by the National Geodetic Survey in June 1991..
 GA2176
 GA2176.The geoid height was determined by GEOID03.
 GA2176
 GA2176.The dynamic height is computed by dividing the NAVD 88
 GA2176.geopotential number by the normal gravity value computed on the
 GA2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2176.degrees latitude (g = 980.6199 gals.).
 GA2176
 GA2176.The modeled gravity was interpolated from observed gravity values.
 GA2176
 GA2176;                    North         East    Units  Estimated Accuracy
 GA2176;SPC TN       -   226,670.      847,030.      MT  (+/- 180 meters Scaled)
 GA2176
 GA2176                          SUPERSEDED SURVEY CONTROL
 GA2176
 GA2176  NGVD 29 (??/??/92)  343.322  (m)         1126.38   (f) ADJ UNCH    2 0
 GA2176
 GA2176.Superseded values are not recommended for survey control.
 GA2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2176.See file dsdata.txt to determine how the superseded data were derived.
 GA2176
 GA2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA982245(NAD 83)
 GA2176_MARKER: DD = SURVEY DISK
 GA2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2176_STAMPING: 37109
 GA2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2176+STABILITY: SURFACE MOTION
 GA2176
 GA2176  HISTORY     - Date     Condition        Report By
 GA2176  HISTORY     - UNK      MONUMENTED       TVA
 GA2176  HISTORY     - 1964     GOOD             TNGS
 GA2176
 GA2176                          STATION DESCRIPTION
 GA2176
 GA2176'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2176'1 MI W FROM MOORESBURG.
 GA2176'FROM THE POST OFFICE IN ROGERSVILLE, GO 15.3 MILES WESTERLY
 GA2176'ON U.S. HIGHWAY 11W TO THE MARK ON THE LEFT.  THE MARK IS
 GA2176'LOCATED 0.8 FOOT NORTH NORTHEAST OF A METAL WITNESS POST AND
 GA2176'23 FEET SOUTH SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GA2176'11W.  THE MARK IS A STANDARD TENNESSEE VALLEY AUTHORITY DISK
 GA2176'SET IN THE TOP OF A 4-INCH, SQUARE, CONCRETE MONUMENT, PROJECTION
 GA2176'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2150 ***********************************************************************
 GA2150  DESIGNATION -  371317
 GA2150  PID         -  GA2150
 GA2150  STATE/COUNTY-  TN/HAWKINS
 GA2150  USGS QUAD   -  CAMELOT (1976)
 GA2150
 GA2150                         *CURRENT SURVEY CONTROL
 GA2150  ___________________________________________________________________
 GA2150* NAD 83(1986)-  36 23 11.     (N)    083 04 42.     (W)     SCALED    
 GA2150* NAVD 88     -       343.355  (meters)    1126.49   (feet)  ADJUSTED  
 GA2150  ___________________________________________________________________
 GA2150  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA2150  DYNAMIC HT  -         343.041 (meters)    1125.46  (feet)  COMP
 GA2150  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GA2150
 GA2150  VERT ORDER  -  SECOND    CLASS 0
 GA2150
 GA2150.The horizontal coordinates were scaled from a topographic map and have
 GA2150.an estimated accuracy of +/- 6 seconds.
 GA2150
 GA2150.The orthometric height was determined by differential leveling
 GA2150.and adjusted by the National Geodetic Survey in June 1991..
 GA2150
 GA2150.The geoid height was determined by GEOID03.
 GA2150
 GA2150.The dynamic height is computed by dividing the NAVD 88
 GA2150.geopotential number by the normal gravity value computed on the
 GA2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2150.degrees latitude (g = 980.6199 gals.).
 GA2150
 GA2150.The modeled gravity was interpolated from observed gravity values.
 GA2150
 GA2150;                    North         East    Units  Estimated Accuracy
 GA2150;SPC TN       -   231,700.      862,100.      MT  (+/- 180 meters Scaled)
 GA2150
 GA2150                          SUPERSEDED SURVEY CONTROL
 GA2150
 GA2150  NGVD 29 (??/??/92)  343.500  (m)         1126.97   (f) ADJ UNCH    2 0
 GA2150
 GA2150.Superseded values are not recommended for survey control.
 GA2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2150.See file dsdata.txt to determine how the superseded data were derived.
 GA2150
 GA2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA135288(NAD 83)
 GA2150_MARKER: DD = SURVEY DISK
 GA2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2150_STAMPING: 371317
 GA2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2150+STABILITY: SURFACE MOTION
 GA2150
 GA2150  HISTORY     - Date     Condition        Report By
 GA2150  HISTORY     - UNK      MONUMENTED       TVA
 GA2150  HISTORY     - 1964     GOOD             TNGS
 GA2150
 GA2150                          STATION DESCRIPTION
 GA2150
 GA2150'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2150'4.5 MI W FROM ROGERSVILLE.
 GA2150'FROM THE POST OFFICE IN ROGERSVILLE GO 4.7 MILES WESTERLY ON
 GA2150'U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 GA2150'1.3 FEET SOUTH OF A METAL WITNESS POST, 29 FEET NORTH OF THE
 GA2150'APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 3 FEET SOUTH OF A FENCE.
 GA2150'THE MARK IS A TENNESSEE VALLEY AUTHORITY DISK SET IN A 4 INCH
 GA2150'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2149 ***********************************************************************
 GA2149  DESIGNATION -  371324
 GA2149  PID         -  GA2149
 GA2149  STATE/COUNTY-  TN/HAWKINS
 GA2149  USGS QUAD   -  CAMELOT (1976)
 GA2149
 GA2149                         *CURRENT SURVEY CONTROL
 GA2149  ___________________________________________________________________
 GA2149* NAD 83(1986)-  36 22 43.     (N)    083 03 57.     (W)     SCALED    
 GA2149* NAVD 88     -       336.465  (meters)    1103.89   (feet)  ADJUSTED  
 GA2149  ___________________________________________________________________
 GA2149  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA2149  DYNAMIC HT  -         336.156 (meters)    1102.87  (feet)  COMP
 GA2149  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GA2149
 GA2149  VERT ORDER  -  SECOND    CLASS 0
 GA2149
 GA2149.The horizontal coordinates were scaled from a topographic map and have
 GA2149.an estimated accuracy of +/- 6 seconds.
 GA2149
 GA2149.The orthometric height was determined by differential leveling
 GA2149.and adjusted by the National Geodetic Survey in June 1991..
 GA2149
 GA2149.The geoid height was determined by GEOID03.
 GA2149
 GA2149.The dynamic height is computed by dividing the NAVD 88
 GA2149.geopotential number by the normal gravity value computed on the
 GA2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2149.degrees latitude (g = 980.6199 gals.).
 GA2149
 GA2149.The modeled gravity was interpolated from observed gravity values.
 GA2149
 GA2149;                    North         East    Units  Estimated Accuracy
 GA2149;SPC TN       -   230,870.      863,240.      MT  (+/- 180 meters Scaled)
 GA2149
 GA2149                          SUPERSEDED SURVEY CONTROL
 GA2149
 GA2149  NGVD 29 (??/??/92)  336.610  (m)         1104.36   (f) ADJ UNCH    2 0
 GA2149
 GA2149.Superseded values are not recommended for survey control.
 GA2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2149.See file dsdata.txt to determine how the superseded data were derived.
 GA2149
 GA2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA146279(NAD 83)
 GA2149_MARKER: DD = SURVEY DISK
 GA2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2149_STAMPING: 371324
 GA2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2149+STABILITY: SURFACE MOTION
 GA2149
 GA2149  HISTORY     - Date     Condition        Report By
 GA2149  HISTORY     - UNK      MONUMENTED       TVA
 GA2149  HISTORY     - 1964     GOOD             TNGS
 GA2149
 GA2149                          STATION DESCRIPTION
 GA2149
 GA2149'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2149'4 MI W FROM ROGERSVILLE.
 GA2149'FROM THE POST OFFICE IN ROGERSVILLE, GO 3.7 MILES WESTERLY ON
 GA2149'U.S. HIGHWAY 11W TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 1.0
 GA2149'FOOT SOUTHEAST OF A METAL WITNESS POST, 24 FEET SOUTHEAST OF THE
 GA2149'APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 43 FEET NORTHEAST OF
 GA2149'TELEPHONE POLE NO. 41.  THE MARK IS A TENNESSEE VALLEY AUTHORITY
 GA2149'DISK SET IN A 4-INCH CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 GA2149'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1578 ***********************************************************************
 GC1578  DESIGNATION -  374
 GC1578  PID         -  GC1578
 GC1578  STATE/COUNTY-  TN/HUMPHREYS
 GC1578  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1578
 GC1578                         *CURRENT SURVEY CONTROL
 GC1578  ___________________________________________________________________
 GC1578* NAD 83(1986)-  36 03 51.     (N)    087 58 02.     (W)     SCALED    
 GC1578* NAVD 88     -       113.751  (meters)     373.20   (feet)  ADJUSTED  
 GC1578  ___________________________________________________________________
 GC1578  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GC1578  DYNAMIC HT  -         113.654 (meters)     372.88  (feet)  COMP
 GC1578  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 GC1578
 GC1578  VERT ORDER  -  FIRST     CLASS II
 GC1578
 GC1578.The horizontal coordinates were scaled from a topographic map and have
 GC1578.an estimated accuracy of +/- 6 seconds.
 GC1578
 GC1578.The orthometric height was determined by differential leveling
 GC1578.and adjusted by the National Geodetic Survey in June 1991..
 GC1578
 GC1578.The geoid height was determined by GEOID03.
 GC1578
 GC1578.The dynamic height is computed by dividing the NAVD 88
 GC1578.geopotential number by the normal gravity value computed on the
 GC1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1578.degrees latitude (g = 980.6199 gals.).
 GC1578
 GC1578.The modeled gravity was interpolated from observed gravity values.
 GC1578
 GC1578;                    North         East    Units  Estimated Accuracy
 GC1578;SPC TN       -   193,820.      422,790.      MT  (+/- 180 meters Scaled)
 GC1578
 GC1578                          SUPERSEDED SURVEY CONTROL
 GC1578
 GC1578  NGVD 29 (??/??/92)  113.783  (m)          373.30   (f) ADJ UNCH    1 2
 GC1578
 GC1578.Superseded values are not recommended for survey control.
 GC1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1578.See file dsdata.txt to determine how the superseded data were derived.
 GC1578
 GC1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE128914(NAD 83)
 GC1578_MARKER: DD = SURVEY DISK
 GC1578_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GC1578_SP_SET: ABANDONED SIGNAL FOUNDATION
 GC1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1578+STABILITY: SURFACE MOTION
 GC1578
 GC1578  HISTORY     - Date     Condition        Report By
 GC1578  HISTORY     - UNK      MONUMENTED       USWB
 GC1578  HISTORY     - 1947     GOOD             CGS
 GC1578  HISTORY     - 1972     GOOD             TVA
 GC1578
 GC1578                          STATION DESCRIPTION
 GC1578
 GC1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1578'2.8 MI W FROM DENVER.
 GC1578'2.8 MILES WEST ALONG A GRAVEL ROAD (THE ABANDONED RAILWAY GRADE)
 GC1578'FROM THE POST OFFICE AT DENVER, ABOUT 0.2 MILE WEST OF THE SITE
 GC1578'OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT
 GC1578'ABANDONED JOHNSONVILLE, ABOUT 280 FEET EAST OF THE EAST ABUTMENT
 GC1578'OF THE OLD RAILWAY BRIDGE OVER TENNESSEE RIVER, AT AN ABANDONED
 GC1578'SIGNAL TOWER, ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 GC1578'FOUNDATION, 9 FEET NORTH OF THE CENTER LINE OF THE OLD RAILWAY
 GC1578'BED, AND ABOUT 2 FEET HIGHER THAN THE RAILWAY BED.
 GC1578
 GC1578                          STATION RECOVERY (1972)
 GC1578
 GC1578'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1668 ***********************************************************************
 GC1668  DESIGNATION -  375
 GC1668  PID         -  GC1668
 GC1668  STATE/COUNTY-  TN/STEWART
 GC1668  USGS QUAD   -  ERIN (1981)
 GC1668
 GC1668                         *CURRENT SURVEY CONTROL
 GC1668  ___________________________________________________________________
 GC1668* NAD 83(1986)-  36 22 26.     (N)    087 39 02.     (W)     SCALED    
 GC1668* NAVD 88     -       114.150  (meters)     374.51   (feet)  ADJUSTED  
 GC1668  ___________________________________________________________________
 GC1668  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC1668  DYNAMIC HT  -         114.055 (meters)     374.20  (feet)  COMP
 GC1668  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 GC1668
 GC1668  VERT ORDER  -  SECOND    CLASS 0
 GC1668
 GC1668.The horizontal coordinates were scaled from a topographic map and have
 GC1668.an estimated accuracy of +/- 6 seconds.
 GC1668
 GC1668.The orthometric height was determined by differential leveling
 GC1668.and adjusted by the National Geodetic Survey in June 1991..
 GC1668
 GC1668.The geoid height was determined by GEOID03.
 GC1668
 GC1668.The dynamic height is computed by dividing the NAVD 88
 GC1668.geopotential number by the normal gravity value computed on the
 GC1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1668.degrees latitude (g = 980.6199 gals.).
 GC1668
 GC1668.The modeled gravity was interpolated from observed gravity values.
 GC1668
 GC1668;                    North         East    Units  Estimated Accuracy
 GC1668;SPC TN       -   227,650.      451,890.      MT  (+/- 180 meters Scaled)
 GC1668
 GC1668                          SUPERSEDED SURVEY CONTROL
 GC1668
 GC1668  NGVD 29 (??/??/92)  114.200  (m)          374.67   (f) ADJ UNCH    2 0
 GC1668
 GC1668.Superseded values are not recommended for survey control.
 GC1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1668.See file dsdata.txt to determine how the superseded data were derived.
 GC1668
 GC1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF416256(NAD 83)
 GC1668_MARKER: Q = CHISELED SQUARE
 GC1668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1668_SP_SET: CULVERT
 GC1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1668
 GC1668  HISTORY     - Date     Condition        Report By
 GC1668  HISTORY     - UNK      MONUMENTED       USGS
 GC1668  HISTORY     - 1935     GOOD             NGS
 GC1668
 GC1668                          STATION DESCRIPTION
 GC1668
 GC1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC1668'1.8 MI SW FROM CUMBERLAND CITY.
 GC1668'1.8 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1668'FROM THE STATION AT CUMBERLAND CITY, STEWART COUNTY, 0.5 MILE
 GC1668'SOUTH OF MILEPOST 200, 270 YARDS SOUTH OF THE NORTH SWITCH OF A
 GC1668'SIDING, AT A CULVERT, ON THE CENTER OF THE TOP OF THE EAST
 GC1668'CONCRETE HEADWALL, AND 8 YARDS EAST OF THE CENTERLINE OF THE MAIN
 GC1668'TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2578 ***********************************************************************
 AJ2578  DESIGNATION -  38
 AJ2578  PID         -  AJ2578
 AJ2578  STATE/COUNTY-  TN/SHELBY
 AJ2578  USGS QUAD   -  BRUNSWICK (1993)
 AJ2578
 AJ2578                         *CURRENT SURVEY CONTROL
 AJ2578  ___________________________________________________________________
 AJ2578* NAD 83(1995)-  35 18 06.36160(N)    089 51 09.74773(W)     ADJUSTED  
 AJ2578* NAVD 88     -        97.68   (meters)     320.5    (feet)  LEVELING  
 AJ2578  ___________________________________________________________________
 AJ2578  X           -      13,396.626 (meters)                     COMP
 AJ2578  Y           -  -5,211,192.173 (meters)                     COMP
 AJ2578  Z           -   3,665,281.347 (meters)                     COMP
 AJ2578  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AJ2578  ELLIP HEIGHT-          70.43  (meters)          (04/26/01) GPS OBS
 AJ2578  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2578
 AJ2578  HORZ ORDER  -  FIRST
 AJ2578  VERT ORDER  -  THIRD ?
 AJ2578  ELLP ORDER  -  FOURTH    CLASS I
 AJ2578
 AJ2578.The horizontal coordinates were established by GPS observations
 AJ2578.and adjusted by the National Geodetic Survey in April 2001..
 AJ2578
 AJ2578.The orthometric height was determined by differential leveling.
 AJ2578.The vertical network tie was performed by a horz. field party for horz.
 AJ2578.obs reductions. Reset procedures were used to establish the elevation.
 AJ2578
 AJ2578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2578
 AJ2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2578
 AJ2578.The ellipsoidal height was determined by GPS observations
 AJ2578.and is referenced to NAD 83.
 AJ2578
 AJ2578.The geoid height was determined by GEOID03.
 AJ2578
 AJ2578;                    North         East     Units Scale Factor Converg.
 AJ2578;SPC TN       -   114,344.102   249,683.017   MT  0.99999127   -2 15 19.9
 AJ2578;SPC TN       -   375,143.94    819,168.36   sFT  0.99999127   -2 15 19.9
 AJ2578;UTM  16      - 3,910,242.174   240,609.117   MT  1.00042927   -1 38 58.0
 AJ2578
 AJ2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2578!SPC TN       -   0.99998895  x   0.99999127  =   0.99998022
 AJ2578!UTM  16      -   0.99998895  x   1.00042927  =   1.00041821
 AJ2578
 AJ2578                          SUPERSEDED SURVEY CONTROL
 AJ2578
 AJ2578.No superseded survey control is available for this station.
 AJ2578
 AJ2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4060910242(NAD 83)
 AJ2578_MARKER: DD = SURVEY DISK
 AJ2578_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2578+WITH SETTING: INFORMATION.
 AJ2578_STAMPING: 038
 AJ2578_MARK LOGO: MLGW  
 AJ2578_PROJECTION: FLUSH
 AJ2578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2578+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2578_ROD/PIPE-DEPTH:  0.8 meters
 AJ2578
 AJ2578  HISTORY     - Date     Condition        Report By
 AJ2578  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2578
 AJ2578                          STATION DESCRIPTION
 AJ2578
 AJ2578'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2578'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY
 AJ2578'APPROXIMATELY 0.75 MILES (1.21 KM) EAST OF MILLINGTON TENNESSEE.
 AJ2578'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY (TN
 AJ2578'HWY-14) AND PLEASANT RIDGE ROAD, PROCEED WEST ON PLEASANT RIDGE ROAD
 AJ2578'APPROXIMATELY 1.25 MILE (2.01 KM) TO TWIN OAKS DRIVE.  THE STATION IS
 AJ2578'ON THE RIGHT.
 AJ2578'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2578'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2578'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 49.70 FEET (15.15 M)
 AJ2578'SOUTHWEST OF A WOOD POWER POLE NO.  25005, 44.60 FEET (13.59 M) NORTH
 AJ2578'OF THE CENTERLINE OF PLEASANT RIDGE ROAD, 23.50 FEET (7.16 M)
 AJ2578'NORTHWEST OF A WOOD POWER POLE NO.  156377, 6.30 FEET (1.92 M) WEST OF
 AJ2578'THE CENTERLINE OF TWIN OAKS DRIVE PROJECTED NORTH.  THE CAP AND
 AJ2578'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1047 ***********************************************************************
 GC1047  DESIGNATION -  38 EOM
 GC1047  PID         -  GC1047
 GC1047  STATE/COUNTY-  TN/ROBERTSON
 GC1047  USGS QUAD   -  PORTLAND (1981)
 GC1047
 GC1047                         *CURRENT SURVEY CONTROL
 GC1047  ___________________________________________________________________
 GC1047* NAD 83(1986)-  36 34 23.     (N)    086 37 17.     (W)     SCALED    
 GC1047* NAVD 88     -       218.766  (meters)     717.73   (feet)  ADJUSTED  
 GC1047  ___________________________________________________________________
 GC1047  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GC1047  DYNAMIC HT  -         218.582 (meters)     717.13  (feet)  COMP
 GC1047  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GC1047
 GC1047  VERT ORDER  -  SECOND    CLASS 0
 GC1047
 GC1047.The horizontal coordinates were scaled from a topographic map and have
 GC1047.an estimated accuracy of +/- 6 seconds.
 GC1047
 GC1047.The orthometric height was determined by differential leveling
 GC1047.and adjusted by the National Geodetic Survey in June 1991..
 GC1047
 GC1047.The geoid height was determined by GEOID03.
 GC1047
 GC1047.The dynamic height is computed by dividing the NAVD 88
 GC1047.geopotential number by the normal gravity value computed on the
 GC1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1047.degrees latitude (g = 980.6199 gals.).
 GC1047
 GC1047.The modeled gravity was interpolated from observed gravity values.
 GC1047
 GC1047;                    North         East    Units  Estimated Accuracy
 GC1047;SPC TN       -   248,680.      544,380.      MT  (+/- 180 meters Scaled)
 GC1047
 GC1047                          SUPERSEDED SURVEY CONTROL
 GC1047
 GC1047  NGVD 29 (??/??/92)  218.840  (m)          717.98   (f) ADJ UNCH    2 0
 GC1047
 GC1047.Superseded values are not recommended for survey control.
 GC1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1047.See file dsdata.txt to determine how the superseded data were derived.
 GC1047
 GC1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF338475(NAD 83)
 GC1047_MARKER: DD = SURVEY DISK
 GC1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1047_STAMPING: 38 EOM 718 1950
 GC1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1047+STABILITY: SURFACE MOTION
 GC1047
 GC1047  HISTORY     - Date     Condition        Report By
 GC1047  HISTORY     - 1950     MONUMENTED       USGS
 GC1047  HISTORY     - 1959     GOOD             NGS
 GC1047
 GC1047                          STATION DESCRIPTION
 GC1047
 GC1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1047'9.2 MI SW FROM MITCHELLVILLE.
 GC1047'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1047'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1047'MILES, THENCE 0.85 MILE WEST AND NORTH ON A GRAVELED ROAD,
 GC1047'THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4
 GC1047'MILE SOUTHEAST ON A GRAVELED ROAD, THENCE 1.25 MILES SOUTHWEST
 GC1047'ON U.S. HIGHWAY 31W, THENCE 0.6 MILE WEST ON A GRAVELED ROAD,
 GC1047'THENCE 1.7 MILES SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1047'0.9 MILE WEST ON A PAVED ROAD, THENCE 1.8 MILES SOUTH ON A
 GC1047'GRAVELED ROAD, 35 FT. NORTH OF THE CENTER OF A PRIVATE DRIVE, 33
 GC1047'FT. SOUTHWEST AND ACROSS THE ROAD FROM A POWER LINE POLE, 19 FT.
 GC1047'WEST OF THE CENTER OF THE GRAVELED ROAD, 1.6 FT. EAST OF THE
 GC1047'NORTHEAST CORNER OF A SHED, 2.5 FT. SOUTHWEST OF A FENCE CORNER
 GC1047'POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES
 GC1047'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1428 ***********************************************************************
 GC1428  DESIGNATION -  383 6
 GC1428  PID         -  GC1428
 GC1428  STATE/COUNTY-  TN/MONTGOMERY
 GC1428  USGS QUAD   -  PALMYRA (1983)
 GC1428
 GC1428                         *CURRENT SURVEY CONTROL
 GC1428  ___________________________________________________________________
 GC1428* NAD 83(1986)-  36 28 07.     (N)    087 26 17.     (W)     SCALED    
 GC1428* NAVD 88     -       116.780  (meters)     383.14   (feet)  ADJUSTED  
 GC1428  ___________________________________________________________________
 GC1428  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1428  DYNAMIC HT  -         116.682 (meters)     382.81  (feet)  COMP
 GC1428  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GC1428
 GC1428  VERT ORDER  -  SECOND    CLASS 0
 GC1428
 GC1428.The horizontal coordinates were scaled from a topographic map and have
 GC1428.an estimated accuracy of +/- 6 seconds.
 GC1428
 GC1428.The orthometric height was determined by differential leveling
 GC1428.and adjusted by the National Geodetic Survey in June 1991..
 GC1428
 GC1428.The geoid height was determined by GEOID03.
 GC1428
 GC1428.The dynamic height is computed by dividing the NAVD 88
 GC1428.geopotential number by the normal gravity value computed on the
 GC1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1428.degrees latitude (g = 980.6199 gals.).
 GC1428
 GC1428.The modeled gravity was interpolated from observed gravity values.
 GC1428
 GC1428;                    North         East    Units  Estimated Accuracy
 GC1428;SPC TN       -   237,860.      471,110.      MT  (+/- 180 meters Scaled)
 GC1428
 GC1428                          SUPERSEDED SURVEY CONTROL
 GC1428
 GC1428  NGVD 29 (??/??/92)  116.842  (m)          383.34   (f) ADJ UNCH    2 0
 GC1428
 GC1428.Superseded values are not recommended for survey control.
 GC1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1428.See file dsdata.txt to determine how the superseded data were derived.
 GC1428
 GC1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF607360(NAD 83)
 GC1428_MARKER: Q = CHISELED SQUARE
 GC1428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1428_SP_SET: CULVERT
 GC1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1428
 GC1428  HISTORY     - Date     Condition        Report By
 GC1428  HISTORY     - UNK      MONUMENTED       DOD
 GC1428  HISTORY     - 1934     GOOD             NGS
 GC1428
 GC1428                          STATION DESCRIPTION
 GC1428
 GC1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1428'3.6 MI NE FROM PALMYRA.
 GC1428'3.6 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1428'FROM PALMYRA, MONTGOMERY COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST
 GC1428'185, 55 YARDS NORTH OF THE SIGN 1 MILE TO NORTH SWITCH - HEMATITE,
 GC1428'AT A CULVERT, ON THE TOP OF THE SOUTH END OF THE EAST STONE
 GC1428'HEADWALL, AND 3 YARDS EAST OF THE CENTERLINE OF THE TRACK.  THE
 GC1428'HIGHEST POINT IN A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1427 ***********************************************************************
 GC1427  DESIGNATION -  386 1
 GC1427  PID         -  GC1427
 GC1427  STATE/COUNTY-  TN/MONTGOMERY
 GC1427  USGS QUAD   -  PALMYRA (1983)
 GC1427
 GC1427                         *CURRENT SURVEY CONTROL
 GC1427  ___________________________________________________________________
 GC1427* NAD 83(1986)-  36 27 20.     (N)    087 26 58.     (W)     SCALED    
 GC1427* NAVD 88     -       117.530  (meters)     385.60   (feet)  ADJUSTED  
 GC1427  ___________________________________________________________________
 GC1427  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC1427  DYNAMIC HT  -         117.431 (meters)     385.27  (feet)  COMP
 GC1427  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GC1427
 GC1427  VERT ORDER  -  SECOND    CLASS 0
 GC1427
 GC1427.The horizontal coordinates were scaled from a topographic map and have
 GC1427.an estimated accuracy of +/- 6 seconds.
 GC1427
 GC1427.The orthometric height was determined by differential leveling
 GC1427.and adjusted by the National Geodetic Survey in June 1991..
 GC1427
 GC1427.The geoid height was determined by GEOID03.
 GC1427
 GC1427.The dynamic height is computed by dividing the NAVD 88
 GC1427.geopotential number by the normal gravity value computed on the
 GC1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1427.degrees latitude (g = 980.6199 gals.).
 GC1427
 GC1427.The modeled gravity was interpolated from observed gravity values.
 GC1427
 GC1427;                    North         East    Units  Estimated Accuracy
 GC1427;SPC TN       -   236,430.      470,070.      MT  (+/- 180 meters Scaled)
 GC1427
 GC1427                          SUPERSEDED SURVEY CONTROL
 GC1427
 GC1427  NGVD 29 (??/??/92)  117.590  (m)          385.79   (f) ADJ UNCH    2 0
 GC1427
 GC1427.Superseded values are not recommended for survey control.
 GC1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1427.See file dsdata.txt to determine how the superseded data were derived.
 GC1427
 GC1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF597345(NAD 83)
 GC1427_MARKER: Q = CHISELED SQUARE
 GC1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1427+STABILITY: SURFACE MOTION
 GC1427
 GC1427  HISTORY     - Date     Condition        Report By
 GC1427  HISTORY     - UNK      MONUMENTED       USGS
 GC1427  HISTORY     - 1934     GOOD             NGS
 GC1427
 GC1427                          STATION DESCRIPTION
 GC1427
 GC1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1427'2.5 MI NE FROM PALMYRA.
 GC1427'2.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1427'FROM PALMYRA, MONTGOMERY COUNTY, 50 FEET SOUTHWEST OF THE STATION
 GC1427'AT HEMATITE, 19 YARDS SOUTHEAST OF THE CENTERLINE OF THE MAIN
 GC1427'TRACK, 11 YARDS WEST OF THE CENTERLINE OF A BRANCH TRACK, AT A
 GC1427'PUMP, AND ON THE TOP OF THE WEST CORNER OF THE CONCRETE
 GC1427'FOUNDATION.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0634 ***********************************************************************
 GB0634  DESIGNATION -  39
 GB0634  PID         -  GB0634
 GB0634  STATE/COUNTY-  TN/ANDERSON
 GB0634  USGS QUAD   -  NORRIS (1990)
 GB0634
 GB0634                         *CURRENT SURVEY CONTROL
 GB0634  ___________________________________________________________________
 GB0634* NAD 83(1986)-  36 11 40.     (N)    084 04 03.     (W)     SCALED    
 GB0634* NAVD 88     -       317.460  (meters)    1041.53   (feet)  ADJUSTED  
 GB0634  ___________________________________________________________________
 GB0634  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB0634  DYNAMIC HT  -         317.174 (meters)    1040.60  (feet)  COMP
 GB0634  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 GB0634
 GB0634  VERT ORDER  -  SECOND    CLASS 0
 GB0634
 GB0634.The horizontal coordinates were scaled from a topographic map and have
 GB0634.an estimated accuracy of +/- 6 seconds.
 GB0634
 GB0634.The orthometric height was determined by differential leveling
 GB0634.and adjusted by the National Geodetic Survey in June 1991..
 GB0634
 GB0634.The geoid height was determined by GEOID03.
 GB0634
 GB0634.The dynamic height is computed by dividing the NAVD 88
 GB0634.geopotential number by the normal gravity value computed on the
 GB0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0634.degrees latitude (g = 980.6199 gals.).
 GB0634
 GB0634.The modeled gravity was interpolated from observed gravity values.
 GB0634
 GB0634;                    North         East    Units  Estimated Accuracy
 GB0634;SPC TN       -   208,210.      773,800.      MT  (+/- 180 meters Scaled)
 GB0634
 GB0634                          SUPERSEDED SURVEY CONTROL
 GB0634
 GB0634  NGVD 29 (??/??/92)  317.596  (m)         1041.98   (f) ADJ UNCH    2 0
 GB0634
 GB0634.Superseded values are not recommended for survey control.
 GB0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0634.See file dsdata.txt to determine how the superseded data were derived.
 GB0634
 GB0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF636095(NAD 83)
 GB0634_MARKER: DD = SURVEY DISK
 GB0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0634_STAMPING: 39 ELEV 1041.70
 GB0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0634+STABILITY: SURFACE MOTION
 GB0634
 GB0634  HISTORY     - Date     Condition        Report By
 GB0634  HISTORY     - UNK      MONUMENTED       TVA
 GB0634  HISTORY     - 1949     GOOD             NGS
 GB0634
 GB0634                          STATION DESCRIPTION
 GB0634
 GB0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0634'AT NORRIS.
 GB0634'AT NORRIS, ANDERSON COUNTY, ON EAST NORRIS ROAD, 500 FEET EAST
 GB0634'OF THE HIGH SCHOOL, 150 FEET WEST OF AN ARCH BRIDGE, OPPOSITE A
 GB0634'SHINGLE HOUSE, 135 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 GB0634'HOUSE, 115 FEET NORTHWEST OF THE NORTHWEST END OF A CONCRETE
 GB0634'CULVERT, 55 FEET WEST OF A MANHOLE IN THE CENTER OF EAST NORRIS
 GB0634'ROAD, 37 FEET SOUTHWEST OF THE CENTERLINE OF EAST NORRIS ROAD,
 GB0634'AND 4 FEET SOUTHEAST OF A 12-INCH RED OAK TREE.  A TENNESSEE
 GB0634'VALLEY AUTHORITY PROPERTY-SURVEY STANDARD DISK, STAMPED 39 ELEV
 GB0634'1041.70 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2579 ***********************************************************************
 AJ2579  DESIGNATION -  39
 AJ2579  PID         -  AJ2579
 AJ2579  STATE/COUNTY-  TN/SHELBY
 AJ2579  USGS QUAD   -  BRUNSWICK (1993)
 AJ2579
 AJ2579                         *CURRENT SURVEY CONTROL
 AJ2579  ___________________________________________________________________
 AJ2579* NAD 83(1995)-  35 18 12.16243(N)    089 49 37.54503(W)     ADJUSTED  
 AJ2579* NAVD 88     -        93.3    (meters)     306.     (feet)  GPS OBS   
 AJ2579  ___________________________________________________________________
 AJ2579  X           -      15,725.764 (meters)                     COMP
 AJ2579  Y           -  -5,211,078.786 (meters)                     COMP
 AJ2579  Z           -   3,665,424.721 (meters)                     COMP
 AJ2579  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AJ2579  ELLIP HEIGHT-          66.06  (meters)          (04/26/01) GPS OBS
 AJ2579  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2579
 AJ2579  HORZ ORDER  -  FIRST
 AJ2579  ELLP ORDER  -  FOURTH    CLASS I
 AJ2579
 AJ2579.The horizontal coordinates were established by GPS observations
 AJ2579.and adjusted by the National Geodetic Survey in April 2001..
 AJ2579
 AJ2579.The orthometric height was determined by GPS observations and a
 AJ2579.high-resolution geoid model.
 AJ2579
 AJ2579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2579
 AJ2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2579
 AJ2579.The ellipsoidal height was determined by GPS observations
 AJ2579.and is referenced to NAD 83.
 AJ2579
 AJ2579.The geoid height was determined by GEOID03.
 AJ2579
 AJ2579;                    North         East     Units Scale Factor Converg.
 AJ2579;SPC TN       -   114,431.363   252,017.636   MT  0.99999101   -2 14 25.9
 AJ2579;SPC TN       -   375,430.23    826,827.86   sFT  0.99999101   -2 14 25.9
 AJ2579;UTM  16      - 3,910,354.169   242,943.688   MT  1.00041441   -1 38 04.9
 AJ2579
 AJ2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2579!SPC TN       -   0.99998963  x   0.99999101  =   0.99998064
 AJ2579!UTM  16      -   0.99998963  x   1.00041441  =   1.00040404
 AJ2579
 AJ2579                          SUPERSEDED SURVEY CONTROL
 AJ2579
 AJ2579.No superseded survey control is available for this station.
 AJ2579
 AJ2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4294410354(NAD 83)
 AJ2579_MARKER: DD = SURVEY DISK
 AJ2579_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2579+WITH SETTING: INFORMATION.
 AJ2579_STAMPING: 039
 AJ2579_MARK LOGO: MLGW  
 AJ2579_PROJECTION: FLUSH
 AJ2579_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2579+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AJ2579_ROD/PIPE-DEPTH:  0.8 meters
 AJ2579
 AJ2579  HISTORY     - Date     Condition        Report By
 AJ2579  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2579  HISTORY     - 20060503 GOOD             TN1620
 AJ2579
 AJ2579                          STATION DESCRIPTION
 AJ2579
 AJ2579'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2579'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 1.50
 AJ2579'MILES (2.41 KM) EAST OF MILLINGTON TENNESSEE.
 AJ2579'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY (TN
 AJ2579'HWY-14) AND PLEASANT RIDGE ROAD, PROCEED NORTH ON AUSTIN PEAY HIGHWAY
 AJ2579'FOR APPROXIMATELY 0.30 MILE (0.48 KM) .  THE STATION IS ON THE RIGHT.
 AJ2579'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2579'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2579'A DEPTH OF 3O INCHES.  THE STATION IS LOCATED 0.40 MILE (0.64 KM)
 AJ2579'SOUTH OF PAUL BARRET PARKWAY (TN HWY-385) , 225.00 FEET (68.58 M)
 AJ2579'SOUTH OF A THE EDGE OF A GRAVEL DRIVEWAY TO ADDRESS 6540 AUSTIN PEAY
 AJ2579'HIGHWAY, 118.40 FEET (36.09 M) NORTH OF A WOOD POWER POLE NO. 263544,
 AJ2579'142.50 FEET (43.43 M) SOUTH OF A WOOD POWER POLE NO.  29689, 91.60
 AJ2579'FEET (27.92 M) EAST OF THE CENTERLINE OF AUSTIN PEAY HIGHWAY, 6.00
 AJ2579'FEET (1.83 M) WEST OF A POWER POLE THAT HAS BEEN CUT.  THE CAP AND
 AJ2579'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2579
 AJ2579                          STATION RECOVERY (2006)
 AJ2579
 AJ2579'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2006 (DA)
 AJ2579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1559 ***********************************************************************
 FE1559  DESIGNATION -  39 B BOLT
 FE1559  PID         -  FE1559
 FE1559  STATE/COUNTY-  TN/LAUDERDALE
 FE1559  USGS QUAD   -  OPEN LAKE (1983)
 FE1559
 FE1559                         *CURRENT SURVEY CONTROL
 FE1559  ___________________________________________________________________
 FE1559* NAD 83(1986)-  35 52 26.     (N)    089 43 22.     (W)     SCALED    
 FE1559* NAVD 88     -        77.317  (meters)     253.66   (feet)  ADJUSTED  
 FE1559  ___________________________________________________________________
 FE1559  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE1559  DYNAMIC HT  -          77.251 (meters)     253.45  (feet)  COMP
 FE1559  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE1559
 FE1559  VERT ORDER  -  FIRST     CLASS II
 FE1559
 FE1559.The horizontal coordinates were scaled from a topographic map and have
 FE1559.an estimated accuracy of +/- 6 seconds.
 FE1559
 FE1559.The orthometric height was determined by differential leveling
 FE1559.and adjusted by the National Geodetic Survey in June 1991..
 FE1559
 FE1559.The geoid height was determined by GEOID03.
 FE1559
 FE1559.The dynamic height is computed by dividing the NAVD 88
 FE1559.geopotential number by the normal gravity value computed on the
 FE1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1559.degrees latitude (g = 980.6199 gals.).
 FE1559
 FE1559.The modeled gravity was interpolated from observed gravity values.
 FE1559
 FE1559;                    North         East    Units  Estimated Accuracy
 FE1559;SPC TN       -   177,320.      263,910.      MT  (+/- 180 meters Scaled)
 FE1559
 FE1559                          SUPERSEDED SURVEY CONTROL
 FE1559
 FE1559  NGVD 29 (??/??/??)   77.268  (m)          253.50   (f) ADJUSTED    1 2
 FE1559
 FE1559.Superseded values are not recommended for survey control.
 FE1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1559.See file dsdata.txt to determine how the superseded data were derived.
 FE1559
 FE1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE541733(NAD 83)
 FE1559_MARKER: B = BOLT
 FE1559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1559_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1559_STAMPING: U S B M 1906
 FE1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1559
 FE1559  HISTORY     - Date     Condition        Report By
 FE1559  HISTORY     - 1906     MONUMENTED       MRC
 FE1559  HISTORY     - 1956     GOOD             CGS
 FE1559  HISTORY     - 1957     GOOD             CGS
 FE1559
 FE1559                          STATION DESCRIPTION
 FE1559
 FE1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1559'1.6 MI SE FROM BARR.
 FE1559'0.55 MILE SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 FE1559'BARR, THENCE ABOUT 0.5 MILE EAST ALONG A GRADED ROAD, THENCE
 FE1559'ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO ARP, 65
 FE1559'FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 132 FEET
 FE1559'NORTH-NORTHWEST OF NORTHWEST CORNER OF PORCH OF A SMALL FRAME
 FE1559'HOUSE, 5 FEET SOUTH OF A FENCE LINE, 8.3 FEET SOUTHEAST OF A
 FE1559'POWER POLE, 137 1/2 FEET NORTHWEST OF A 60-INCH ELM TREE, AND
 FE1559'IS A BOLT SET IN TILE DIRECTLY UNDER A 4-INCH PIPE WITH M.R.C.
 FE1559'CAP.  THE PIPE PROJECTS 13 INCHES AND IS STAMPED U S B M 1906.
 FE1559
 FE1559                          STATION RECOVERY (1957)
 FE1559
 FE1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FE1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1558 ***********************************************************************
 FE1558  DESIGNATION -  39 B CAP
 FE1558  PID         -  FE1558
 FE1558  STATE/COUNTY-  TN/LAUDERDALE
 FE1558  USGS QUAD   -  OPEN LAKE (1983)
 FE1558
 FE1558                         *CURRENT SURVEY CONTROL
 FE1558  ___________________________________________________________________
 FE1558* NAD 83(1986)-  35 52 26.     (N)    089 43 22.     (W)     SCALED    
 FE1558* NAVD 88     -        78.549  (meters)     257.71   (feet)  ADJUSTED  
 FE1558  ___________________________________________________________________
 FE1558  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE1558  DYNAMIC HT  -          78.483 (meters)     257.49  (feet)  COMP
 FE1558  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE1558
 FE1558  VERT ORDER  -  FIRST     CLASS II
 FE1558
 FE1558.The horizontal coordinates were scaled from a topographic map and have
 FE1558.an estimated accuracy of +/- 6 seconds.
 FE1558
 FE1558.The orthometric height was determined by differential leveling
 FE1558.and adjusted by the National Geodetic Survey in June 1991..
 FE1558.WARNING-Repeat measurements at this control monument indicate possible
 FE1558.vertical movement.
 FE1558
 FE1558.The geoid height was determined by GEOID03.
 FE1558
 FE1558.The dynamic height is computed by dividing the NAVD 88
 FE1558.geopotential number by the normal gravity value computed on the
 FE1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1558.degrees latitude (g = 980.6199 gals.).
 FE1558
 FE1558.The modeled gravity was interpolated from observed gravity values.
 FE1558
 FE1558;                    North         East    Units  Estimated Accuracy
 FE1558;SPC TN       -   177,320.      263,910.      MT  (+/- 180 meters Scaled)
 FE1558
 FE1558                          SUPERSEDED SURVEY CONTROL
 FE1558
 FE1558  NGVD 29 (??/??/??)   78.493  (m)          257.52   (f) ADJUSTED    1 2
 FE1558
 FE1558.Superseded values are not recommended for survey control.
 FE1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1558.See file dsdata.txt to determine how the superseded data were derived.
 FE1558
 FE1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE541733(NAD 83)
 FE1558_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1558_STAMPING: U S B M 1906
 FE1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1558+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1558
 FE1558  HISTORY     - Date     Condition        Report By
 FE1558  HISTORY     - 1906     MONUMENTED       MRC
 FE1558  HISTORY     - 1956     GOOD             CGS
 FE1558  HISTORY     - 1957     GOOD             CGS
 FE1558  HISTORY     - 20020809 GOOD             USACE
 FE1558
 FE1558                          STATION DESCRIPTION
 FE1558
 FE1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1558'1.6 MI SE FROM BARR.
 FE1558'0.55 MILE SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 FE1558'BARR, THENCE ABOUT 0.5 MILE EAST ALONG A GRADED ROAD, THENCE
 FE1558'ABOUT 0.5 MILE SOUTH ALONG A GRADED ROAD LEADING TO ARP, 65
 FE1558'FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 132 FEET
 FE1558'NORTH-NORTHWEST OF NORTHWEST CORNER OF PORCH OF A SMALL FRAME
 FE1558'HOUSE, 5 FEET SOUTH OF A FENCE LINE, 8.3 FEET SOUTHEAST OF A
 FE1558'POWER POLE, 137 1/2 FEET NORTHWEST OF A 60-INCH ELM TREE, A
 FE1558'4-INCH PIPE WITH M.R.C. CAP.  THE PIPE PROJECTS 13 INCHES AND
 FE1558'IS STAMPED U S B M 1906.
 FE1558
 FE1558                          STATION RECOVERY (1957)
 FE1558
 FE1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FE1558'RECOVERED IN GOOD CONDITION.
 FE1558
 FE1558                          STATION RECOVERY (2002)
 FE1558
 FE1558'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0841 ***********************************************************************
 FE0841  DESIGNATION -  39 RHP
 FE0841  PID         -  FE0841
 FE0841  STATE/COUNTY-  TN/HAYWOOD
 FE0841  USGS QUAD   -  DENMARK (1981)
 FE0841
 FE0841                         *CURRENT SURVEY CONTROL
 FE0841  ___________________________________________________________________
 FE0841* NAD 83(1986)-  35 35 04.     (N)    089 07 08.     (W)     SCALED    
 FE0841* NAVD 88     -       125.882  (meters)     413.00   (feet)  ADJUSTED  
 FE0841  ___________________________________________________________________
 FE0841  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0841  DYNAMIC HT  -         125.770 (meters)     412.63  (feet)  COMP
 FE0841  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 FE0841
 FE0841  VERT ORDER  -  SECOND    CLASS 0
 FE0841
 FE0841.The horizontal coordinates were scaled from a topographic map and have
 FE0841.an estimated accuracy of +/- 6 seconds.
 FE0841
 FE0841.The orthometric height was determined by differential leveling
 FE0841.and adjusted by the National Geodetic Survey in June 1991..
 FE0841
 FE0841.The geoid height was determined by GEOID03.
 FE0841
 FE0841.The dynamic height is computed by dividing the NAVD 88
 FE0841.geopotential number by the normal gravity value computed on the
 FE0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0841.degrees latitude (g = 980.6199 gals.).
 FE0841
 FE0841.The modeled gravity was interpolated from observed gravity values.
 FE0841
 FE0841;                    North         East    Units  Estimated Accuracy
 FE0841;SPC TN       -   143,310.      317,380.      MT  (+/- 180 meters Scaled)
 FE0841
 FE0841                          SUPERSEDED SURVEY CONTROL
 FE0841
 FE0841  NGVD 29 (??/??/??)  125.898  (m)          413.05   (f) ADJUSTED    2 0
 FE0841
 FE0841.Superseded values are not recommended for survey control.
 FE0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0841.See file dsdata.txt to determine how the superseded data were derived.
 FE0841
 FE0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE080399(NAD 83)
 FE0841_MARKER: DD = SURVEY DISK
 FE0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0841_STAMPING: 413 39 R H P 1949
 FE0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0841+STABILITY: SURFACE MOTION
 FE0841
 FE0841  HISTORY     - Date     Condition        Report By
 FE0841  HISTORY     - 1949     MONUMENTED       USGS
 FE0841  HISTORY     - 1959     GOOD             CGS
 FE0841  HISTORY     - 20020603 POOR             USACE
 FE0841
 FE0841                          STATION DESCRIPTION
 FE0841
 FE0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0841'8.4 MI E FROM BROWNSVILLE.
 FE0841'8.4 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0841'BROWNSVILLE, 0.7 MILE NORTH FROM C 214.  IT IS 82.0 FEET
 FE0841'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 1.4 FEET SOUTHWEST
 FE0841'OF THE NORTHWEST CORNER OF THE UNION GROVE METHODIST CHURCH.
 FE0841'THE DISK IS A U.S.G.S. DISK SET IN THE TOP OF A 5 INCH SQUARE
 FE0841'CONCRETE POST, WHICH PROJECTS ABOUT 4 INCHES.
 FE0841
 FE0841                          STATION RECOVERY (2002)
 FE0841
 FE0841'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0841'DISC KNOCKED OFF POST DUE TO SIDEWALK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0792 ***********************************************************************
 FE0792  DESIGNATION -  394
 FE0792  PID         -  FE0792
 FE0792  STATE/COUNTY-  TN/GIBSON
 FE0792  USGS QUAD   -  MILAN (1983)
 FE0792
 FE0792                         *CURRENT SURVEY CONTROL
 FE0792  ___________________________________________________________________
 FE0792* NAD 83(1986)-  35 52 34.     (N)    088 50 51.     (W)     SCALED    
 FE0792* NAVD 88     -       119.739  (meters)     392.84   (feet)  ADJUSTED  
 FE0792  ___________________________________________________________________
 FE0792  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0792  DYNAMIC HT  -         119.636 (meters)     392.51  (feet)  COMP
 FE0792  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FE0792
 FE0792  VERT ORDER  -  SECOND    CLASS 0
 FE0792
 FE0792.The horizontal coordinates were scaled from a topographic map and have
 FE0792.an estimated accuracy of +/- 6 seconds.
 FE0792
 FE0792.The orthometric height was determined by differential leveling
 FE0792.and adjusted by the National Geodetic Survey in June 1991..
 FE0792
 FE0792.The geoid height was determined by GEOID03.
 FE0792
 FE0792.The dynamic height is computed by dividing the NAVD 88
 FE0792.geopotential number by the normal gravity value computed on the
 FE0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0792.degrees latitude (g = 980.6199 gals.).
 FE0792
 FE0792.The modeled gravity was interpolated from observed gravity values.
 FE0792
 FE0792;                    North         East    Units  Estimated Accuracy
 FE0792;SPC TN       -   174,910.      342,910.      MT  (+/- 180 meters Scaled)
 FE0792
 FE0792                          SUPERSEDED SURVEY CONTROL
 FE0792
 FE0792  NGVD 29 (??/??/??)  119.786  (m)          393.00   (f) ADJUSTED    2 0
 FE0792
 FE0792.Superseded values are not recommended for survey control.
 FE0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0792.See file dsdata.txt to determine how the superseded data were derived.
 FE0792
 FE0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE332717(NAD 83)
 FE0792_MARKER: P = PIPE CAP
 FE0792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0792_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0792_MARK LOGO: USGS  
 FE0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0792
 FE0792  HISTORY     - Date     Condition        Report By
 FE0792  HISTORY     - UNK      MONUMENTED       USGS
 FE0792  HISTORY     - 1948     GOOD             CGS
 FE0792  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0792
 FE0792                          STATION DESCRIPTION
 FE0792
 FE0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0792'AT GIBSON.
 FE0792'AT GIBSON, GIBSON COUNTY ON THE LOUISVILLE AND NASHVILLE
 FE0792'RAILROAD, 140 FEET WEST OF THE STATION, NORTH OF BENCH MARK R 62
 FE0792'DESCRIBED ABOVE, 50 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 FE0792'AND IN THE MORGAN YARD.  A UNITED STATES GEOLOGICAL SURVEY
 FE0792'STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 FE0792
 FE0792                          STATION RECOVERY (2002)
 FE0792
 FE0792'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2383 ***********************************************************************
 FB2383  DESIGNATION -  4
 FB2383  PID         -  FB2383
 FB2383  STATE/COUNTY-  TN/BLOUNT
 FB2383  USGS QUAD   -  CALDERWOOD (1964)
 FB2383
 FB2383                         *CURRENT SURVEY CONTROL
 FB2383  ___________________________________________________________________
 FB2383* NAD 83(1986)-  35 30 27.     (N)    083 57 31.     (W)     SCALED    
 FB2383* NAVD 88     -       495.372  (meters)    1625.23   (feet)  ADJUSTED  
 FB2383  ___________________________________________________________________
 FB2383  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FB2383  DYNAMIC HT  -         494.891 (meters)    1623.65  (feet)  COMP
 FB2383  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 FB2383
 FB2383  VERT ORDER  -  FIRST     CLASS II
 FB2383
 FB2383.The horizontal coordinates were scaled from a topographic map and have
 FB2383.an estimated accuracy of +/- 6 seconds.
 FB2383
 FB2383.The orthometric height was determined by differential leveling
 FB2383.and adjusted by the National Geodetic Survey in June 1991..
 FB2383
 FB2383.The geoid height was determined by GEOID03.
 FB2383
 FB2383.The dynamic height is computed by dividing the NAVD 88
 FB2383.geopotential number by the normal gravity value computed on the
 FB2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2383.degrees latitude (g = 980.6199 gals.).
 FB2383
 FB2383.The modeled gravity was interpolated from observed gravity values.
 FB2383
 FB2383;                    North         East    Units  Estimated Accuracy
 FB2383;SPC TN       -   132,200.      785,180.      MT  (+/- 180 meters Scaled)
 FB2383
 FB2383                          SUPERSEDED SURVEY CONTROL
 FB2383
 FB2383  NGVD 29 (12/12/91)  495.483  (m)         1625.60   (f) ADJUSTED    1 2
 FB2383
 FB2383.Superseded values are not recommended for survey control.
 FB2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2383.See file dsdata.txt to determine how the superseded data were derived.
 FB2383
 FB2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV316333(NAD 83)
 FB2383_MARKER: DD = SURVEY DISK
 FB2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2383_SP_SET: CONCRETE POST
 FB2383_STAMPING: 4 63
 FB2383_MARK LOGO: TNDT  
 FB2383_PROJECTION: FLUSH
 FB2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2383+STABILITY: SURFACE MOTION
 FB2383
 FB2383  HISTORY     - Date     Condition        Report By
 FB2383  HISTORY     - 1963     MONUMENTED       TNDT
 FB2383  HISTORY     - 1983     GOOD             NGS
 FB2383
 FB2383                          STATION DESCRIPTION
 FB2383
 FB2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2383'17.1 KM (10.65 MI) EAST FROM TALLASSEE.
 FB2383'17.1 KM (10.65 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FB2383'TALLASSEE TO THE MARK ON THE RIGHT, ALSO 13.6 KM (8.45 MI) NORTHWEST
 FB2383'ALONG U.S. HIGHWAY 129 FROM THE JUNCTION OF STATE HIGHWAY 28 IN DEALS
 FB2383'GAP, NC, 5.05 METERS (16.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 FB2383'THE HIGHWAY, 2.65 METERS (8.7 FT) NORTH OF AN 8-INCH PINE TREE WITH A
 FB2383'TRIANGULAR BLAZE.  NOTE--WHERE THE NUMBER IS ON DISK, A 4 IS STAMPED,
 FB2383'WHERE YEAR IS ON DISK, A 63 IS STAMPED, ALSO THERE ARE THREE TREES IN
 FB2383'THE VICINITY OF THE MARK THAT HAVE PREVIOUSLY HAD A WHITE BAND PAINTED
 FB2383'ON EACH ONE.
 FB2383'THE MARK IS 0.60 METERS  NNW FROM A WITNESS POST.
 FB2383'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1417 ***********************************************************************
 FC1417  DESIGNATION -  4
 FC1417  PID         -  FC1417
 FC1417  STATE/COUNTY-  TN/COFFEE
 FC1417  USGS QUAD   -  ALTO (1947)
 FC1417
 FC1417                         *CURRENT SURVEY CONTROL
 FC1417  ___________________________________________________________________
 FC1417* NAD 83(1986)-  35 19 09.     (N)    085 55 17.     (W)     SCALED    
 FC1417* NAVD 88     -       305.839  (meters)    1003.41   (feet)  ADJUSTED  
 FC1417  ___________________________________________________________________
 FC1417  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1417  DYNAMIC HT  -         305.544 (meters)    1002.44  (feet)  COMP
 FC1417  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 FC1417
 FC1417  VERT ORDER  -  SECOND    CLASS 0
 FC1417
 FC1417.The horizontal coordinates were scaled from a topographic map and have
 FC1417.an estimated accuracy of +/- 6 seconds.
 FC1417
 FC1417.The orthometric height was determined by differential leveling
 FC1417.and adjusted by the National Geodetic Survey in June 1991..
 FC1417
 FC1417.The geoid height was determined by GEOID03.
 FC1417
 FC1417.The dynamic height is computed by dividing the NAVD 88
 FC1417.geopotential number by the normal gravity value computed on the
 FC1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1417.degrees latitude (g = 980.6199 gals.).
 FC1417
 FC1417.The modeled gravity was interpolated from observed gravity values.
 FC1417
 FC1417;                    North         East    Units  Estimated Accuracy
 FC1417;SPC TN       -   109,380.      607,150.      MT  (+/- 180 meters Scaled)
 FC1417
 FC1417                          SUPERSEDED SURVEY CONTROL
 FC1417
 FC1417  NGVD 29 (??/??/92)  305.836  (m)         1003.40   (f) ADJ UNCH    2 0
 FC1417
 FC1417.Superseded values are not recommended for survey control.
 FC1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1417.See file dsdata.txt to determine how the superseded data were derived.
 FC1417
 FC1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE980089(NAD 83)
 FC1417_MARKER: DD = SURVEY DISK
 FC1417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1417_SP_SET: BRIDGE
 FC1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1417
 FC1417  HISTORY     - Date     Condition        Report By
 FC1417  HISTORY     - UNK      MONUMENTED       TNHD
 FC1417  HISTORY     - 1962     GOOD             NGS
 FC1417
 FC1417                          STATION DESCRIPTION
 FC1417
 FC1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1417'2.5 MI N FROM PELHAM.
 FC1417'TO REACH THE MARK FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY
 FC1417'50 AND INTERSTATE HIGHWAY 24 GO NORTH ON INTERSTATE HIGHWAY 24
 FC1417'FOR 1.5 MILES TO THE MARK SET IN THE EAST WALKWAY OF A BRIDGE
 FC1417'OVER BETSY WILLIS CREEK, 30 FEET NORTH OF THE SOUTH END OF THE
 FC1417'BRIDGE, 20 FEET EAST OF THE CENTER OF THE SOUTH BOUND TRAFFIC
 FC1417'LANE AND 2.7 FEET WEST OF THE EAST END OF THE WALKWAY.  A TENNESSEE
 FC1417'DEPARTMENT OF HIGHWAYS DISK DRILLED IN A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2580 ***********************************************************************
 AJ2580  DESIGNATION -  40
 AJ2580  PID         -  AJ2580
 AJ2580  STATE/COUNTY-  TN/SHELBY
 AJ2580  USGS QUAD   -  BRUNSWICK (1993)
 AJ2580
 AJ2580                         *CURRENT SURVEY CONTROL
 AJ2580  ___________________________________________________________________
 AJ2580* NAD 83(1995)-  35 18 17.86297(N)    089 47 34.20116(W)     ADJUSTED  
 AJ2580* NAVD 88     -       101.1    (meters)     332.     (feet)  GPS OBS   
 AJ2580  ___________________________________________________________________
 AJ2580  X           -      18,841.580 (meters)                     COMP
 AJ2580  Y           -  -5,210,973.270 (meters)                     COMP
 AJ2580  Z           -   3,665,572.592 (meters)                     COMP
 AJ2580  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AJ2580  ELLIP HEIGHT-          73.84  (meters)          (04/26/01) GPS OBS
 AJ2580  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2580
 AJ2580  HORZ ORDER  -  FIRST
 AJ2580  ELLP ORDER  -  FOURTH    CLASS I
 AJ2580
 AJ2580.The horizontal coordinates were established by GPS observations
 AJ2580.and adjusted by the National Geodetic Survey in April 2001..
 AJ2580
 AJ2580.The orthometric height was determined by GPS observations and a
 AJ2580.high-resolution geoid model.
 AJ2580
 AJ2580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2580
 AJ2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2580
 AJ2580.The ellipsoidal height was determined by GPS observations
 AJ2580.and is referenced to NAD 83.
 AJ2580
 AJ2580.The geoid height was determined by GEOID03.
 AJ2580
 AJ2580;                    North         East     Units Scale Factor Converg.
 AJ2580;SPC TN       -   114,485.633   255,138.198   MT  0.99999076   -2 13 13.7
 AJ2580;SPC TN       -   375,608.28    837,065.90   sFT  0.99999076   -2 13 13.7
 AJ2580;UTM  16      - 3,910,441.459   246,064.793   MT  1.00039475   -1 36 53.7
 AJ2580
 AJ2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2580!SPC TN       -   0.99998841  x   0.99999076  =   0.99997917
 AJ2580!UTM  16      -   0.99998841  x   1.00039475  =   1.00038316
 AJ2580
 AJ2580                          SUPERSEDED SURVEY CONTROL
 AJ2580
 AJ2580.No superseded survey control is available for this station.
 AJ2580
 AJ2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4606510441(NAD 83)
 AJ2580_MARKER: DD = SURVEY DISK
 AJ2580_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2580+WITH SETTING: INFORMATION.
 AJ2580_STAMPING: 040
 AJ2580_MARK LOGO: MLGW  
 AJ2580_PROJECTION: FLUSH
 AJ2580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2580+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AJ2580_ROD/PIPE-DEPTH:  0.8 meters
 AJ2580
 AJ2580  HISTORY     - Date     Condition        Report By
 AJ2580  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2580  HISTORY     - 20060503 GOOD             TN1620
 AJ2580
 AJ2580                          STATION DESCRIPTION
 AJ2580
 AJ2580'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2580'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 1.1
 AJ2580'MILE (1.8 KM) NORTHWEST OF LAKELAND TENNESSEE.
 AJ2580'TO REACH THE STATION FROM THE INTERSECTION OF AUSTIN PEAY HIGHWAY (TN
 AJ2580'HWY-14) AND PLEASANT RIDGE ROAD, PROCEED EAST ON PLEASANT RIDGE ROAD
 AJ2580'APPROXIMATELY 1.90 MILE (3.06 KM) TO WAY DAWN ROAD, CONTINUE EAST ON
 AJ2580'PLEASANT RIDGE APPROXIMATELY 0.50 MILES (0.80 KM) TO DONNELL ROAD. THE
 AJ2580'STATION IS ON THE LEFT.
 AJ2580'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2580'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2580'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHWEST CORNER
 AJ2580'OF PLEASANT RIDGE ROAD AND DONNELL ROAD, 122.00 FEET (37.19 M) NORTH
 AJ2580'OF THE CENTELINE OF PLEASANT RIDGE ROAD, 22.30 FEET (6.80 M) WEST OF
 AJ2580'THE CENTERLINE OF DONNELL ROAD, 70.30 FEET (21.43 M) NORTH OF A WOOD
 AJ2580'POWER POLE NO.  105864.  THE STATION IS GUARDED BY TWO YELLOW
 AJ2580'CARSONITE MARKERS.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2580'GROUND.
 AJ2580
 AJ2580                          STATION RECOVERY (2006)
 AJ2580
 AJ2580'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2006 (DA)
 AJ2580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1664 ***********************************************************************
 GC1664  DESIGNATION -  406
 GC1664  PID         -  GC1664
 GC1664  STATE/COUNTY-  TN/HOUSTON
 GC1664  USGS QUAD   -  ERIN (1981)
 GC1664
 GC1664                         *CURRENT SURVEY CONTROL
 GC1664  ___________________________________________________________________
 GC1664* NAD 83(1986)-  36 19 50.     (N)    087 40 10.     (W)     SCALED    
 GC1664* NAVD 88     -       123.678  (meters)     405.77   (feet)  ADJUSTED  
 GC1664  ___________________________________________________________________
 GC1664  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC1664  DYNAMIC HT  -         123.574 (meters)     405.43  (feet)  COMP
 GC1664  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 GC1664
 GC1664  VERT ORDER  -  SECOND    CLASS 0
 GC1664
 GC1664.The horizontal coordinates were scaled from a topographic map and have
 GC1664.an estimated accuracy of +/- 6 seconds.
 GC1664
 GC1664.The orthometric height was determined by differential leveling
 GC1664.and adjusted by the National Geodetic Survey in June 1991..
 GC1664
 GC1664.The geoid height was determined by GEOID03.
 GC1664
 GC1664.The dynamic height is computed by dividing the NAVD 88
 GC1664.geopotential number by the normal gravity value computed on the
 GC1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1664.degrees latitude (g = 980.6199 gals.).
 GC1664
 GC1664.The modeled gravity was interpolated from observed gravity values.
 GC1664
 GC1664;                    North         East    Units  Estimated Accuracy
 GC1664;SPC TN       -   222,870.      450,120.      MT  (+/- 180 meters Scaled)
 GC1664
 GC1664                          SUPERSEDED SURVEY CONTROL
 GC1664
 GC1664  NGVD 29 (??/??/92)  123.723  (m)          405.91   (f) ADJ UNCH    2 0
 GC1664
 GC1664.Superseded values are not recommended for survey control.
 GC1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1664.See file dsdata.txt to determine how the superseded data were derived.
 GC1664
 GC1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF399208(NAD 83)
 GC1664_MARKER: Q = CHISELED SQUARE
 GC1664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1664_SP_SET: BRIDGE
 GC1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1664
 GC1664  HISTORY     - Date     Condition        Report By
 GC1664  HISTORY     - UNK      MONUMENTED       USGS
 GC1664  HISTORY     - 1934     GOOD             NGS
 GC1664
 GC1664                          STATION DESCRIPTION
 GC1664
 GC1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1664'1.7 MI NE FROM ERIN.
 GC1664'1.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1664'FROM THE STATION AT ERIN, HOUSTON COUNTY, 16 RAILS NORTH OF
 GC1664'MILEPOST 204, AT BRIDGE NO. 38 OVER WELLS CREEK, ON THE TOP OF THE
 GC1664'CONCRETE CAP OF THE SOUTH STONE ABUTMENT, 1 FOOT WEST OF THE EAST
 GC1664'END OF THE WALL, AND 4 YARDS EAST OF THE CENTERLINE OF THE TRACK.
 GC1664'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1572 ***********************************************************************
 GC1572  DESIGNATION -  408
 GC1572  PID         -  GC1572
 GC1572  STATE/COUNTY-  TN/HUMPHREYS
 GC1572  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1572
 GC1572                         *CURRENT SURVEY CONTROL
 GC1572  ___________________________________________________________________
 GC1572* NAD 83(1986)-  36 03 09.     (N)    087 54 27.     (W)     SCALED    
 GC1572* NAVD 88     -       124.465  (meters)     408.35   (feet)  ADJUSTED  
 GC1572  ___________________________________________________________________
 GC1572  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GC1572  DYNAMIC HT  -         124.359 (meters)     408.00  (feet)  COMP
 GC1572  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GC1572
 GC1572  VERT ORDER  -  FIRST     CLASS II
 GC1572
 GC1572.The horizontal coordinates were scaled from a topographic map and have
 GC1572.an estimated accuracy of +/- 6 seconds.
 GC1572
 GC1572.The orthometric height was determined by differential leveling
 GC1572.and adjusted by the National Geodetic Survey in June 1991..
 GC1572
 GC1572.The geoid height was determined by GEOID03.
 GC1572
 GC1572.The dynamic height is computed by dividing the NAVD 88
 GC1572.geopotential number by the normal gravity value computed on the
 GC1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1572.degrees latitude (g = 980.6199 gals.).
 GC1572
 GC1572.The modeled gravity was interpolated from observed gravity values.
 GC1572
 GC1572;                    North         East    Units  Estimated Accuracy
 GC1572;SPC TN       -   192,420.      428,150.      MT  (+/- 180 meters Scaled)
 GC1572
 GC1572                          SUPERSEDED SURVEY CONTROL
 GC1572
 GC1572  NGVD 29 (??/??/92)  124.498  (m)          408.46   (f) ADJ UNCH    1 2
 GC1572
 GC1572.Superseded values are not recommended for survey control.
 GC1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1572.See file dsdata.txt to determine how the superseded data were derived.
 GC1572
 GC1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE182901(NAD 83)
 GC1572_MARKER: Q = CHISELED SQUARE
 GC1572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1572_SP_SET: BRIDGE
 GC1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1572
 GC1572  HISTORY     - Date     Condition        Report By
 GC1572  HISTORY     - UNK      MONUMENTED       USGS
 GC1572  HISTORY     - 1947     POOR             NGS
 GC1572
 GC1572                          STATION DESCRIPTION
 GC1572
 GC1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1572'7.3 MI W FROM WAVERLY.
 GC1572'7.3 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1572'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 0.9 MILE NORTHEAST OF
 GC1572'THE ROAD CROSSING AT DENVER, 40 FEET EAST OF POLE 73/35, AT
 GC1572'BRIDGE 73.8 OVER TRACE CREEK, IN THE CENTER OF THE TOP OF THE
 GC1572'NORTHWEST END OF THE SOUTHWEST ABUTMENT, 4.5 FEET NORTHWEST OF
 GC1572'THE NORTHWEST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1049 ***********************************************************************
 FD1049  DESIGNATION -  409
 FD1049  PID         -  FD1049
 FD1049  STATE/COUNTY-  TN/WAYNE
 FD1049  USGS QUAD   -  CLIFTON (1972)
 FD1049
 FD1049                         *CURRENT SURVEY CONTROL
 FD1049  ___________________________________________________________________
 FD1049* NAD 83(1986)-  35 23 14.     (N)    087 59 42.     (W)     SCALED    
 FD1049* NAVD 88     -       124.675  (meters)     409.04   (feet)  ADJUSTED  
 FD1049  ___________________________________________________________________
 FD1049  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD1049  DYNAMIC HT  -         124.561 (meters)     408.66  (feet)  COMP
 FD1049  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 FD1049
 FD1049  VERT ORDER  -  FIRST     CLASS II
 FD1049
 FD1049.The horizontal coordinates were scaled from a topographic map and have
 FD1049.an estimated accuracy of +/- 6 seconds.
 FD1049
 FD1049.The orthometric height was determined by differential leveling
 FD1049.and adjusted by the National Geodetic Survey in June 1991..
 FD1049
 FD1049.The geoid height was determined by GEOID03.
 FD1049
 FD1049.The dynamic height is computed by dividing the NAVD 88
 FD1049.geopotential number by the normal gravity value computed on the
 FD1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1049.degrees latitude (g = 980.6199 gals.).
 FD1049
 FD1049.The modeled gravity was interpolated from observed gravity values.
 FD1049
 FD1049;                    North         East    Units  Estimated Accuracy
 FD1049;SPC TN       -   118,780.      418,760.      MT  (+/- 180 meters Scaled)
 FD1049
 FD1049                          SUPERSEDED SURVEY CONTROL
 FD1049
 FD1049  NGVD 29 (??/??/92)  124.684  (m)          409.07   (f) ADJ UNCH    1 2
 FD1049
 FD1049.Superseded values are not recommended for survey control.
 FD1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1049.See file dsdata.txt to determine how the superseded data were derived.
 FD1049
 FD1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE096164(NAD 83)
 FD1049_MARKER: DD = SURVEY DISK
 FD1049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1049_SP_SET: BUILDING
 FD1049_STAMPING: 409 NASHVILLE 1903
 FD1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1049
 FD1049  HISTORY     - Date     Condition        Report By
 FD1049  HISTORY     - 1903     MONUMENTED       USGS
 FD1049  HISTORY     - 1950     GOOD             NGS
 FD1049  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD1049
 FD1049                          STATION DESCRIPTION
 FD1049
 FD1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1049'AT CLIFTON.
 FD1049'AT CLIFTON, AT THE RIVERSIDE HOTEL, IN THE NORTH WALL, 2 FEET EAST
 FD1049'OF THE NORTHWEST CORNER OF THE BUILDING, AND 2.5 FEET ABOVE THE
 FD1049'SIDEWALK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 409
 FD1049'NASHVILLE 1903 AND SET VERTICALLY.
 FD1049
 FD1049                          STATION RECOVERY (2002)
 FD1049
 FD1049'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1049'HOTEL HAS BEEN RAZED. MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2010 ***********************************************************************
 GA2010  DESIGNATION -  409 CWA RESET
 GA2010  PID         -  GA2010
 GA2010  STATE/COUNTY-  TN/JEFFERSON
 GA2010  USGS QUAD   -  WHITE PINE (1961)
 GA2010
 GA2010                         *CURRENT SURVEY CONTROL
 GA2010  ___________________________________________________________________
 GA2010* NAD 83(1986)-  36 02 43.     (N)    083 20 35.     (W)     SCALED    
 GA2010* NAVD 88     -       334.553  (meters)    1097.61   (feet)  ADJUSTED  
 GA2010  ___________________________________________________________________
 GA2010  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2010  DYNAMIC HT  -         334.240 (meters)    1096.59  (feet)  COMP
 GA2010  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA2010
 GA2010  VERT ORDER  -  SECOND    CLASS 0
 GA2010
 GA2010.The horizontal coordinates were scaled from a topographic map and have
 GA2010.an estimated accuracy of +/- 6 seconds.
 GA2010
 GA2010.The orthometric height was determined by differential leveling
 GA2010.and adjusted by the National Geodetic Survey in June 1991..
 GA2010
 GA2010.The geoid height was determined by GEOID03.
 GA2010
 GA2010.The dynamic height is computed by dividing the NAVD 88
 GA2010.geopotential number by the normal gravity value computed on the
 GA2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2010.degrees latitude (g = 980.6199 gals.).
 GA2010
 GA2010.The modeled gravity was interpolated from observed gravity values.
 GA2010
 GA2010;                    North         East    Units  Estimated Accuracy
 GA2010;SPC TN       -   193,190.      839,380.      MT  (+/- 180 meters Scaled)
 GA2010
 GA2010                          SUPERSEDED SURVEY CONTROL
 GA2010
 GA2010  NGVD 29 (??/??/92)  334.713  (m)         1098.14   (f) ADJ UNCH    2 0
 GA2010
 GA2010.Superseded values are not recommended for survey control.
 GA2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2010.See file dsdata.txt to determine how the superseded data were derived.
 GA2010
 GA2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV889915(NAD 83)
 GA2010_MARKER: DB = BENCH MARK DISK
 GA2010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2010_SP_SET: OVERPASS
 GA2010_STAMPING: 409 CWA RESET 1959
 GA2010_MARK LOGO: CGS   
 GA2010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2010
 GA2010  HISTORY     - Date     Condition        Report By
 GA2010  HISTORY     - UNK      MONUMENTED       CGS
 GA2010  HISTORY     - 1961     GOOD             NGS
 GA2010
 GA2010                          STATION DESCRIPTION
 GA2010
 GA2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2010'12.1 MI NW FROM NEWPORT.
 GA2010'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES
 GA2010'OVER U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO
 GA2010'7.6 MILES NORTHWEST ON INTERSTATE HIGHWAY TO AN OVERPASS OVER
 GA2010'STATE HIGHWAY 66A.  THE BENCH MARK DISK IS CEMENTED IN THE TOP
 GA2010'OF THE SOUTH CONCRETE WINGWALL BETWEEN THE TWO TRAFFIC LANES AND
 GA2010'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2581 ***********************************************************************
 AJ2581  DESIGNATION -  41
 AJ2581  PID         -  AJ2581
 AJ2581  STATE/COUNTY-  TN/SHELBY
 AJ2581  USGS QUAD   -  ARLINGTON (1973)
 AJ2581
 AJ2581                         *CURRENT SURVEY CONTROL
 AJ2581  ___________________________________________________________________
 AJ2581* NAD 83(1995)-  35 18 06.43577(N)    089 44 53.90648(W)     ADJUSTED  
 AJ2581* NAVD 88     -        92.6    (meters)     304.     (feet)  GPS OBS   
 AJ2581  ___________________________________________________________________
 AJ2581  X           -      22,892.043 (meters)                     COMP
 AJ2581  Y           -  -5,211,153.621 (meters)                     COMP
 AJ2581  Z           -   3,665,280.260 (meters)                     COMP
 AJ2581  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AJ2581  ELLIP HEIGHT-          65.32  (meters)          (04/26/01) GPS OBS
 AJ2581  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2581
 AJ2581  HORZ ORDER  -  FIRST
 AJ2581  ELLP ORDER  -  FOURTH    CLASS I
 AJ2581
 AJ2581.The horizontal coordinates were established by GPS observations
 AJ2581.and adjusted by the National Geodetic Survey in April 2001..
 AJ2581
 AJ2581.The orthometric height was determined by GPS observations and a
 AJ2581.high-resolution geoid model.
 AJ2581
 AJ2581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2581
 AJ2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2581
 AJ2581.The ellipsoidal height was determined by GPS observations
 AJ2581.and is referenced to NAD 83.
 AJ2581
 AJ2581.The geoid height was determined by GEOID03.
 AJ2581
 AJ2581;                    North         East     Units Scale Factor Converg.
 AJ2581;SPC TN       -   113,977.747   259,171.257   MT  0.99999126   -2 11 39.9
 AJ2581;SPC TN       -   373,941.99    850,297.70   sFT  0.99999126   -2 11 39.9
 AJ2581;UTM  16      - 3,909,976.039   250,104.573   MT  1.00036966   -1 35 20.5
 AJ2581
 AJ2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2581!SPC TN       -   0.99998975  x   0.99999126  =   0.99998101
 AJ2581!UTM  16      -   0.99998975  x   1.00036966  =   1.00035940
 AJ2581
 AJ2581                          SUPERSEDED SURVEY CONTROL
 AJ2581
 AJ2581.No superseded survey control is available for this station.
 AJ2581
 AJ2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5010509976(NAD 83)
 AJ2581_MARKER: DD = SURVEY DISK
 AJ2581_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2581+WITH SETTING: INFORMATION.
 AJ2581_STAMPING: 041
 AJ2581_MARK LOGO: MLGW  
 AJ2581_PROJECTION: FLUSH
 AJ2581_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2581+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AJ2581_ROD/PIPE-DEPTH:  0.8 meters
 AJ2581
 AJ2581  HISTORY     - Date     Condition        Report By
 AJ2581  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2581  HISTORY     - 20060503 GOOD             TN1620
 AJ2581
 AJ2581                          STATION DESCRIPTION
 AJ2581
 AJ2581'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2581'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2581'MILE (1.61 KM) NORTH OF THE CITY LIMITS OF LAKELAND TENNESSEE.
 AJ2581'TO REACH THE STATION FROM THE INTERSECTION OF PAUL BARRET PARKWAY (TN
 AJ2581'HWY 385) AND BRUNSWICK ROAD, PROCEED SOUTH ON BRUNSWICK ROAD
 AJ2581'APPROXIMATELY 0.55 MILE (0.89 KM) TO SALEM ROAD.  TURN LEFT AND
 AJ2581'CONTINUE EAST ON SALEM ROAD FOR APPROXIMATELY 0.70 MILES (1.13 KM) TO
 AJ2581'A 9O DEGREE TURN NORTH IN SALEM ROAD.  THE STATION IS ON THE RIGHT.
 AJ2581'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2581'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2581'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 565.00 FEET (172.21 M)
 AJ2581'WEST OF THE INTERSECTION OF SALEM ROAD TURN TO NORTH AND SALEM TERRACE
 AJ2581'ROAD, 64.70 FEET (19.72 M) EAST OF THE CENTERLINE OF A DRIVEWAY TO
 AJ2581'ADDRESS 9445 SALEM ROAD, 50.00 FEET (15.24 M) WEST OF A WOOD POWER
 AJ2581'POLE NO.  310912, 15.00 FEET (4.57 M) SOUTH OF THE CENTERLINE OF SALEM
 AJ2581'ROAD.  THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP
 AJ2581'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2581
 AJ2581                          STATION RECOVERY (2006)
 AJ2581
 AJ2581'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2006 (DA)
 AJ2581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1995 ***********************************************************************
 GA1995  DESIGNATION -  410
 GA1995  PID         -  GA1995
 GA1995  STATE/COUNTY-  TN/JEFFERSON
 GA1995  USGS QUAD   -  WHITE PINE (1961)
 GA1995
 GA1995                         *CURRENT SURVEY CONTROL
 GA1995  ___________________________________________________________________
 GA1995* NAD 83(1986)-  36 02 27.     (N)    083 21 53.     (W)     SCALED    
 GA1995* NAVD 88     -       358.78   (+/-2cm)    1177.1    (feet)  VERTCON   
 GA1995  ___________________________________________________________________
 GA1995  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1995
 GA1995  VERT ORDER  -  ? (See Below)
 GA1995
 GA1995.The horizontal coordinates were scaled from a topographic map and have
 GA1995.an estimated accuracy of +/- 6 seconds.
 GA1995
 GA1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1995.The vertical order pertains to the NGVD 29 superseded value.
 GA1995
 GA1995.The geoid height was determined by GEOID03.
 GA1995
 GA1995;                    North         East    Units  Estimated Accuracy
 GA1995;SPC TN       -   192,640.      837,440.      MT  (+/- 180 meters Scaled)
 GA1995
 GA1995                          SUPERSEDED SURVEY CONTROL
 GA1995
 GA1995  NGVD 29 (??/??/92)  358.944  (m)         1177.64   (f) ADJ UNCH    ?  
 GA1995
 GA1995.Superseded values are not recommended for survey control.
 GA1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1995.See file dsdata.txt to determine how the superseded data were derived.
 GA1995
 GA1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV869910(NAD 83)
 GA1995_MARKER: DD = SURVEY DISK
 GA1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1995_STAMPING: 410
 GA1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1995+STABILITY: SURFACE MOTION
 GA1995
 GA1995  HISTORY     - Date     Condition        Report By
 GA1995  HISTORY     - UNK      MONUMENTED       TNGS
 GA1995  HISTORY     - 1937     GOOD             TVA
 GA1995
 GA1995                          STATION DESCRIPTION
 GA1995
 GA1995'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1995'3.6 MI E FROM DANDRIDGE.
 GA1995'3.6 MILES EAST ALONG U.S. HIGHWAY 25 W FROM THE COURTHOUSE AT
 GA1995'DANDRIDGE, 0.4 MILE WEST OF THE BRIDGE OVER SPRING CREEK, 200 FEET
 GA1995'SOUTH OF THE HIGHWAY, AND ON THE PAUL HAMMER PROPERTY.  A STATE
 GA1995'SURVEY STANDARD DISK, STAMPED 410 AND SET IN THE TOP OF A CONCRETE
 GA1995'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1997 ***********************************************************************
 GA1997  DESIGNATION -  411
 GA1997  PID         -  GA1997
 GA1997  STATE/COUNTY-  TN/JEFFERSON
 GA1997  USGS QUAD   -  AVONDALE (1979)
 GA1997
 GA1997                         *CURRENT SURVEY CONTROL
 GA1997  ___________________________________________________________________
 GA1997* NAD 83(1986)-  36 15 30.     (N)    083 23 24.     (W)     SCALED    
 GA1997* NAVD 88     -       329.97   (+/-2cm)    1082.6    (feet)  VERTCON   
 GA1997  ___________________________________________________________________
 GA1997  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA1997
 GA1997  VERT ORDER  -  ? (See Below)
 GA1997
 GA1997.The horizontal coordinates were scaled from a topographic map and have
 GA1997.an estimated accuracy of +/- 6 seconds.
 GA1997
 GA1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1997.The vertical order pertains to the NGVD 29 superseded value.
 GA1997
 GA1997.The geoid height was determined by GEOID03.
 GA1997
 GA1997;                    North         East    Units  Estimated Accuracy
 GA1997;SPC TN       -   216,710.      834,520.      MT  (+/- 180 meters Scaled)
 GA1997
 GA1997                          SUPERSEDED SURVEY CONTROL
 GA1997
 GA1997  NGVD 29 (??/??/92)  330.104  (m)         1083.02   (f) ADJ UNCH    ?  
 GA1997
 GA1997.Superseded values are not recommended for survey control.
 GA1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1997.See file dsdata.txt to determine how the superseded data were derived.
 GA1997
 GA1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA852152(NAD 83)
 GA1997_MARKER: DD = SURVEY DISK
 GA1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1997_STAMPING: 411
 GA1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1997+STABILITY: SURFACE MOTION
 GA1997
 GA1997  HISTORY     - Date     Condition        Report By
 GA1997  HISTORY     - UNK      MONUMENTED       TNGS
 GA1997  HISTORY     - 1937     GOOD             TVA
 GA1997
 GA1997                          STATION DESCRIPTION
 GA1997
 GA1997'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1997'1.8 MI NE FROM DANDRIDGE.
 GA1997'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 25 W FROM THE COURTHOUSE
 GA1997'AT DANDRIDGE, 0.4 MILE NORTHEAST OF THE BRIDGE OVER MILL CREEK.
 GA1997'AND 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 GA1997'SURVEY STANDARD DISK, STAMPED 411 AND SET IN THE TOP OF A CONCRETE
 GA1997'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1149 ***********************************************************************
 FC1149  DESIGNATION -  413
 FC1149  PID         -  FC1149
 FC1149  STATE/COUNTY-  TN/HAMILTON
 FC1149  USGS QUAD   -  CHATTANOOGA (1976)
 FC1149
 FC1149                         *CURRENT SURVEY CONTROL
 FC1149  ___________________________________________________________________
 FC1149* NAD 83(1986)-  35 06 58.     (N)    085 22 22.     (W)     SCALED    
 FC1149* NAVD 88     -       200.246  (meters)     656.97   (feet)  ADJUSTED  
 FC1149  ___________________________________________________________________
 FC1149  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 FC1149  DYNAMIC HT  -         200.044 (meters)     656.31  (feet)  COMP
 FC1149  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 FC1149
 FC1149  VERT ORDER  -  SECOND    CLASS 0
 FC1149
 FC1149.The horizontal coordinates were scaled from a topographic map and have
 FC1149.an estimated accuracy of +/- 6 seconds.
 FC1149
 FC1149.The orthometric height was determined by differential leveling
 FC1149.and adjusted by the National Geodetic Survey in June 1991..
 FC1149
 FC1149.The geoid height was determined by GEOID03.
 FC1149
 FC1149.The dynamic height is computed by dividing the NAVD 88
 FC1149.geopotential number by the normal gravity value computed on the
 FC1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1149.degrees latitude (g = 980.6199 gals.).
 FC1149
 FC1149.The modeled gravity was interpolated from observed gravity values.
 FC1149
 FC1149;                    North         East    Units  Estimated Accuracy
 FC1149;SPC TN       -    87,030.      657,180.      MT  (+/- 180 meters Scaled)
 FC1149
 FC1149                          SUPERSEDED SURVEY CONTROL
 FC1149
 FC1149  NGVD 29 (??/??/92)  200.272  (m)          657.06   (f) ADJ UNCH    2 0
 FC1149
 FC1149.Superseded values are not recommended for survey control.
 FC1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1149.See file dsdata.txt to determine how the superseded data were derived.
 FC1149
 FC1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD482871(NAD 83)
 FC1149_MARKER: DD = SURVEY DISK
 FC1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1149_STAMPING: 413 1934
 FC1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1149+STABILITY: SURFACE MOTION
 FC1149
 FC1149  HISTORY     - Date     Condition        Report By
 FC1149  HISTORY     - UNK      MONUMENTED       TNGS
 FC1149  HISTORY     - 1934     GOOD             NGS
 FC1149
 FC1149                          STATION DESCRIPTION
 FC1149
 FC1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1149'7 MI W FROM CHATTANOOGA.
 FC1149'7.0 MILES WEST ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1149'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1149'ON THE INSIDE OF THE THIRD CURVE EAST OF THE CONCRETE BRIDGE
 FC1149'OVER MIDDLE CREEK, ACROSS THE HIGHWAY FROM THE EAST END OF A
 FC1149'30-FOOT-LONG STONE WALL, AND ON THE SOUTH SHOULDER OF A FILL.
 FC1149'A STATE SURVEY STANDARD DISK, STAMPED 413 1934 AND SET IN THE
 FC1149'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1635 ***********************************************************************
 FE1635  DESIGNATION -  41=47/2
 FE1635  PID         -  FE1635
 FE1635  STATE/COUNTY-  TN/LAUDERDALE
 FE1635  USGS QUAD   -  GOLDDUST (1983)
 FE1635
 FE1635                         *CURRENT SURVEY CONTROL
 FE1635  ___________________________________________________________________
 FE1635* NAD 83(1986)-  35 38 45.     (N)    089 50 11.     (W)     SCALED    
 FE1635* NAVD 88     -        77.329  (meters)     253.70   (feet)  ADJUSTED  
 FE1635  ___________________________________________________________________
 FE1635  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1635  DYNAMIC HT  -          77.264 (meters)     253.49  (feet)  COMP
 FE1635  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 FE1635
 FE1635  VERT ORDER  -  FIRST     CLASS II
 FE1635
 FE1635.The horizontal coordinates were scaled from a topographic map and have
 FE1635.an estimated accuracy of +/- 6 seconds.
 FE1635
 FE1635.The orthometric height was determined by differential leveling
 FE1635.and adjusted by the National Geodetic Survey in June 1991..
 FE1635
 FE1635.The geoid height was determined by GEOID03.
 FE1635
 FE1635.The dynamic height is computed by dividing the NAVD 88
 FE1635.geopotential number by the normal gravity value computed on the
 FE1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1635.degrees latitude (g = 980.6199 gals.).
 FE1635
 FE1635.The modeled gravity was interpolated from observed gravity values.
 FE1635
 FE1635;                    North         East    Units  Estimated Accuracy
 FE1635;SPC TN       -   152,430.      252,660.      MT  (+/- 180 meters Scaled)
 FE1635
 FE1635                          SUPERSEDED SURVEY CONTROL
 FE1635
 FE1635  NGVD 29 (??/??/??)   77.296  (m)          253.60   (f) ADJUSTED    1 2
 FE1635
 FE1635.Superseded values are not recommended for survey control.
 FE1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1635.See file dsdata.txt to determine how the superseded data were derived.
 FE1635
 FE1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE431483(NAD 83)
 FE1635_MARKER: Z = SEE DESCRIPTION
 FE1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1635_SP_SET: STONE
 FE1635_STAMPING: US
 FE1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1635+STABILITY: SURFACE MOTION
 FE1635
 FE1635  HISTORY     - Date     Condition        Report By
 FE1635  HISTORY     - UNK      MONUMENTED       MRC
 FE1635  HISTORY     - 1957     GOOD             CGS
 FE1635  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1635
 FE1635                          STATION DESCRIPTION
 FE1635
 FE1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1635'6.2 MI NE FROM FULTON.
 FE1635'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1635'AT FULTON, THENCE 1.7 MILES NORTHWEST ALONG A GRADED ROAD, THENCE
 FE1635'0.25 MILE SOUTHWEST ALONG A DIM TRAIL, DIRECTLY NORTH AND ABOUT
 FE1635'40 FEET BELOW A RIGHT ANGLE TURN IN TRAIL, AT THE BASE OF THE
 FE1635'BLUFF, 25 FEET NORTH OF A 28-INCH ELM TREE, 70 FEET SOUTHEAST
 FE1635'OF THE TOP OF A SMALL MOUND, 48 FEET EAST OF A BLAZED 20-INCH
 FE1635'CYPRESS TREE, 45 FEET WEST OF A LONE 20-INCH WALNUT TREE, ABOUT
 FE1635'0.25 MILE SOUTHWEST OF SULLIVANS FISH CAMP ON COLD CREEK, A
 FE1635'COPPER PLUG ON TOP OF A STONE POST PROJECTING 8 INCHES ABOVE
 FE1635'THE GROUND.  NOTE-- US IS CUT ON TOP OF POST.
 FE1635
 FE1635                          STATION RECOVERY (1971)
 FE1635
 FE1635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2288 ***********************************************************************
 GA2288  DESIGNATION -  41.8
 GA2288  PID         -  GA2288
 GA2288  STATE/COUNTY-  TN/CLAIBORNE
 GA2288  USGS QUAD   -  TAZEWELL (1971)
 GA2288
 GA2288                         *CURRENT SURVEY CONTROL
 GA2288  ___________________________________________________________________
 GA2288* NAD 83(1986)-  36 22 34.     (N)    083 33 43.     (W)     SCALED    
 GA2288* NAVD 88     -       319.839  (meters)    1049.34   (feet)  ADJUSTED  
 GA2288  ___________________________________________________________________
 GA2288  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2288  DYNAMIC HT  -         319.550 (meters)    1048.39  (feet)  COMP
 GA2288  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GA2288
 GA2288  VERT ORDER  -  SECOND    CLASS 0
 GA2288
 GA2288.The horizontal coordinates were scaled from a topographic map and have
 GA2288.an estimated accuracy of +/- 6 seconds.
 GA2288
 GA2288.The orthometric height was determined by differential leveling
 GA2288.and adjusted by the National Geodetic Survey in June 1991..
 GA2288
 GA2288.The geoid height was determined by GEOID03.
 GA2288
 GA2288.The dynamic height is computed by dividing the NAVD 88
 GA2288.geopotential number by the normal gravity value computed on the
 GA2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2288.degrees latitude (g = 980.6199 gals.).
 GA2288
 GA2288.The modeled gravity was interpolated from observed gravity values.
 GA2288
 GA2288;                    North         East    Units  Estimated Accuracy
 GA2288;SPC TN       -   229,370.      818,750.      MT  (+/- 180 meters Scaled)
 GA2288
 GA2288                          SUPERSEDED SURVEY CONTROL
 GA2288
 GA2288  NGVD 29 (??/??/92)  319.920  (m)         1049.60   (f) ADJ UNCH    2 0
 GA2288
 GA2288.Superseded values are not recommended for survey control.
 GA2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2288.See file dsdata.txt to determine how the superseded data were derived.
 GA2288
 GA2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA701287(NAD 83)
 GA2288_MARKER: Z = SEE DESCRIPTION
 GA2288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2288_SP_SET: BRIDGE
 GA2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2288
 GA2288  HISTORY     - Date     Condition        Report By
 GA2288  HISTORY     - UNK      MONUMENTED       SOURR
 GA2288  HISTORY     - 1934     GOOD             NGS
 GA2288
 GA2288                          STATION DESCRIPTION
 GA2288
 GA2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA2288'2.4 MI N FROM DUTCH.
 GA2288'2.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM DUTCH, GRAINGER
 GA2288'COUNTY, 8-1/2 RAILS SOUTH OF THE SOUTH END OF SYCAMORE TUNNEL,
 GA2288'AT THE NORTH END OF BRIDGE 41.8 OVER SYCAMORE CREEK, ON THE
 GA2288'SOUTHWEST CORNER OF THE CONCRETE ABUTMENT, 7 FEET WEST OF THE
 GA2288'WEST RAIL, AND LEVEL WITH THE TRACK.  AN OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0794 ***********************************************************************
 FE0794  DESIGNATION -  418
 FE0794  PID         -  FE0794
 FE0794  STATE/COUNTY-  TN/GIBSON
 FE0794  USGS QUAD   -  MEDINA (1981)
 FE0794
 FE0794                         *CURRENT SURVEY CONTROL
 FE0794  ___________________________________________________________________
 FE0794* NAD 83(1986)-  35 51 43.     (N)    088 52 01.     (W)     SCALED    
 FE0794* NAVD 88     -       126.191  (meters)     414.01   (feet)  ADJUSTED  
 FE0794  ___________________________________________________________________
 FE0794  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE0794  DYNAMIC HT  -         126.082 (meters)     413.65  (feet)  COMP
 FE0794  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 FE0794
 FE0794  VERT ORDER  -  SECOND    CLASS 0
 FE0794
 FE0794.The horizontal coordinates were scaled from a topographic map and have
 FE0794.an estimated accuracy of +/- 6 seconds.
 FE0794
 FE0794.The orthometric height was determined by differential leveling
 FE0794.and adjusted by the National Geodetic Survey in June 1991..
 FE0794
 FE0794.The geoid height was determined by GEOID03.
 FE0794
 FE0794.The dynamic height is computed by dividing the NAVD 88
 FE0794.geopotential number by the normal gravity value computed on the
 FE0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0794.degrees latitude (g = 980.6199 gals.).
 FE0794
 FE0794.The modeled gravity was interpolated from observed gravity values.
 FE0794
 FE0794;                    North         East    Units  Estimated Accuracy
 FE0794;SPC TN       -   173,390.      341,110.      MT  (+/- 180 meters Scaled)
 FE0794
 FE0794                          SUPERSEDED SURVEY CONTROL
 FE0794
 FE0794  NGVD 29 (??/??/??)  126.234  (m)          414.15   (f) ADJUSTED    2 0
 FE0794
 FE0794.Superseded values are not recommended for survey control.
 FE0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0794.See file dsdata.txt to determine how the superseded data were derived.
 FE0794
 FE0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE314702(NAD 83)
 FE0794_MARKER: P = PIPE CAP
 FE0794_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0794_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0794_STAMPING: 418
 FE0794_MARK LOGO: USGS  
 FE0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0794
 FE0794  HISTORY     - Date     Condition        Report By
 FE0794  HISTORY     - UNK      MONUMENTED       USGS
 FE0794  HISTORY     - 1935     GOOD             CGS
 FE0794  HISTORY     - 20020914 POOR             USACE
 FE0794
 FE0794                          STATION DESCRIPTION
 FE0794
 FE0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0794'1.4 MI SW FROM GIBSON.
 FE0794'1.4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0794'FROM THE STATION AT GIBSON, GIBSON COUNTY, AT A PUBLIC-ROAD
 FE0794'CROSSING, 75 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 25 FEET
 FE0794'EAST OF THE CENTERLINE OF THE ROAD, AND IN A FIELD.  A UNITED
 FE0794'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 418 AND RIVETED
 FE0794'ON A 3-1/2 INCH IRON POST.
 FE0794
 FE0794                          STATION RECOVERY (2002)
 FE0794
 FE0794'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0794'MARK DESTROYED. FOUND PIPE BENT AND MUTILATED ATOP, WITH CAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2288 ***********************************************************************
 GC2288  DESIGNATION -  42 F 751
 GC2288  PID         -  GC2288
 GC2288  STATE/COUNTY-  TN/DAVIDSON
 GC2288  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2288
 GC2288                         *CURRENT SURVEY CONTROL
 GC2288  ___________________________________________________________________
 GC2288* NAD 83(1995)-  36 12 23.82470(N)    086 46 35.58943(W)     ADJUSTED  
 GC2288* NAVD 88     -       135.4    (meters)     444.     (feet)  VERTCON   
 GC2288  ___________________________________________________________________
 GC2288  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GC2288  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2288
 GC2288  HORZ ORDER  -  SECOND
 GC2288
 GC2288.The horizontal coordinates were established by classical geodetic methods
 GC2288.and adjusted by the National Geodetic Survey in April 1999..
 GC2288
 GC2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2288
 GC2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2288
 GC2288.The geoid height was determined by GEOID03.
 GC2288
 GC2288;                    North         East     Units Scale Factor Converg.
 GC2288;SPC TN       -   208,118.090   530,169.113   MT  0.99996948   -0 27 16.6
 GC2288;SPC TN       -   682,800.77  1,739,396.50   sFT  0.99996948   -0 27 16.6
 GC2288;UTM  16      - 4,006,888.938   520,086.133   MT  0.99960497   +0 07 55.2
 GC2288
 GC2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2288!SPC TN       -   0.99998336  x   0.99996948  =   0.99995284
 GC2288!UTM  16      -   0.99998336  x   0.99960497  =   0.99958834
 GC2288
 GC2288:                Primary Azimuth Mark                     Grid Az
 GC2288:SPC TN       -  SHWAB                                    166 31 43.6
 GC2288:UTM  16      -  SHWAB                                    165 56 31.8
 GC2288
 GC2288|---------------------------------------------------------------------|
 GC2288| PID    Reference Object                     Distance      Geod. Az  |
 GC2288|                                                           dddmmss.s |
 GC2288| GC0486 SHWAB                               APPROX. 0.9 KM 1660427.0 |
 GC2288| GC2280 SHWAB AZ MK                         271.259 METERS 27021     |
 GC2288|---------------------------------------------------------------------|
 GC2288
 GC2288                          SUPERSEDED SURVEY CONTROL
 GC2288
 GC2288  NAD 83(1995)-  36 12 23.82658(N)    086 46 35.59137(W) AD(       ) 2
 GC2288  NAD 83(1995)-  36 12 23.82906(N)    086 46 35.59174(W) AD(       ) 2
 GC2288  NAD 83(1986)-  36 12 23.83492(N)    086 46 35.59253(W) AD(       ) 2
 GC2288  NAD 27      -  36 12 23.63440(N)    086 46 35.59860(W) AD(       ) 2
 GC2288  NGVD 29 (07/19/86)  135.4    (m)          444.     (f) VERT ANG       
 GC2288
 GC2288.Superseded values are not recommended for survey control.
 GC2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2288.See file dsdata.txt to determine how the superseded data were derived.
 GC2288
 GC2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2008606889(NAD 83)
 GC2288_MARKER: DD = SURVEY DISK
 GC2288_SETTING: 0 = UNSPECIFIED SETTING
 GC2288_MARK LOGO: CGS   
 GC2288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2288
 GC2288  HISTORY     - Date     Condition        Report By
 GC2288  HISTORY     - 1959     MONUMENTED       TNHD
 GC2288
 GC2288                          STATION DESCRIPTION
 GC2288
 GC2288'DESCRIBED BY TN HIGHWAY DEPT 1959 (CAA)
 GC2288'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE STATE CAPITOL
 GC2288'BUILDING IN NASHVILLE, BETWEEN BRICK CHURCH PIKE AND U.S. HIGHWAY
 GC2288'41.
 GC2288'
 GC2288'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND TRINITY LANE IN THE
 GC2288'NORTH PART OF NASHVILLE, GO WEST ON TRINITY LANE FOR 0.45 MILE TO
 GC2288'THE MARK ON THE RIGHT.
 GC2288'
 GC2288'THE MARK IS ABOUT 60 YARDS EAST OF BRICK CHURCH PIKE, 21 FEET NORTH
 GC2288'OF THE CENTER OF TRINITY LANE AND 12 FEET EAST OF THE EAST END OF
 GC2288'A CONCRETE CULVERT.  THE MARK IS A TENNESSEE HIGHWAY DEPARTMENT METAL
 GC2288'DISK, ABOUT 1 INCH IN DIAMETER, NAILED TO THE TOP OF A METAL T
 GC2288'STAKE SET FLUSH WITH THE GROUND AND IS STAMPED 42 F 571.
 GC2288'
 GC2288'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GC2288'SHWAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2404 ***********************************************************************
 GC2404  DESIGNATION -  42 F 839
 GC2404  PID         -  GC2404
 GC2404  STATE/COUNTY-  TN/ROBERTSON
 GC2404  USGS QUAD   -  ORLINDA (1980)
 GC2404
 GC2404                         *CURRENT SURVEY CONTROL
 GC2404  ___________________________________________________________________
 GC2404* NAD 83(1995)-  36 33 16.73796(N)    086 37 46.89240(W)     ADJUSTED  
 GC2404* NAVD 88     -       249.07   (+/-2cm)     817.2    (feet)  VERTCON   
 GC2404  ___________________________________________________________________
 GC2404  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GC2404  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC2404
 GC2404  HORZ ORDER  -  SECOND
 GC2404  VERT ORDER  -  THIRD ? (See Below)
 GC2404
 GC2404.The horizontal coordinates were established by classical geodetic methods
 GC2404.and adjusted by the National Geodetic Survey in April 1999..
 GC2404
 GC2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2404.The vertical order pertains to the NGVD 29 superseded value.
 GC2404
 GC2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2404
 GC2404.The geoid height was determined by GEOID03.
 GC2404
 GC2404;                    North         East     Units Scale Factor Converg.
 GC2404;SPC TN       -   246,641.916   543,623.686   MT  1.00002738   -0 22 07.1
 GC2404;SPC TN       -   809,191.02  1,783,538.71   sFT  1.00002738   -0 22 07.1
 GC2404;UTM  16      - 4,045,533.823   533,139.749   MT  0.99961353   +0 13 14.0
 GC2404
 GC2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2404!SPC TN       -   0.99996558  x   1.00002738  =   0.99999296
 GC2404!UTM  16      -   0.99996558  x   0.99961353  =   0.99957913
 GC2404
 GC2404                          SUPERSEDED SURVEY CONTROL
 GC2404
 GC2404  NAD 83(1995)-  36 33 16.73841(N)    086 37 46.89273(W) AD(       ) 2
 GC2404  NAD 83(1995)-  36 33 16.74500(N)    086 37 46.89658(W) AD(       ) 2
 GC2404  NAD 83(1986)-  36 33 16.74706(N)    086 37 46.89593(W) AD(       ) 2
 GC2404  NAD 27      -  36 33 16.59770(N)    086 37 46.91560(W) AD(       ) 2
 GC2404  NGVD 29 (07/19/86)  249.14   (m)          817.4    (f) LEVELING    3  
 GC2404
 GC2404.Superseded values are not recommended for survey control.
 GC2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2404.See file dsdata.txt to determine how the superseded data were derived.
 GC2404
 GC2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3314045534(NAD 83)
 GC2404_MARKER: I = METAL ROD
 GC2404_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2404_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2404_STAMPING: 42F839
 GC2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2404
 GC2404  HISTORY     - Date     Condition        Report By
 GC2404  HISTORY     - 1959     MONUMENTED       CGS
 GC2404
 GC2404                          STATION DESCRIPTION
 GC2404
 GC2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2404'SEE STATION TAYS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1782 ***********************************************************************
 FE1782  DESIGNATION -  42/2
 FE1782  PID         -  FE1782
 FE1782  STATE/COUNTY-  TN/LAUDERDALE
 FE1782  USGS QUAD   -  GOLDDUST (1983)
 FE1782
 FE1782                         *CURRENT SURVEY CONTROL
 FE1782  ___________________________________________________________________
 FE1782* NAD 83(1986)-  35 44 18.     (N)    089 50 09.     (W)     SCALED    
 FE1782* NAVD 88     -        76.136  (meters)     249.79   (feet)  ADJUSTED  
 FE1782  ___________________________________________________________________
 FE1782  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1782  DYNAMIC HT  -          76.072 (meters)     249.58  (feet)  COMP
 FE1782  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 FE1782
 FE1782  VERT ORDER  -  SECOND    CLASS 0
 FE1782
 FE1782.The horizontal coordinates were scaled from a topographic map and have
 FE1782.an estimated accuracy of +/- 6 seconds.
 FE1782
 FE1782.The orthometric height was determined by differential leveling
 FE1782.and adjusted by the National Geodetic Survey in June 1991..
 FE1782
 FE1782.The geoid height was determined by GEOID03.
 FE1782
 FE1782.The dynamic height is computed by dividing the NAVD 88
 FE1782.geopotential number by the normal gravity value computed on the
 FE1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1782.degrees latitude (g = 980.6199 gals.).
 FE1782
 FE1782.The modeled gravity was interpolated from observed gravity values.
 FE1782
 FE1782;                    North         East    Units  Estimated Accuracy
 FE1782;SPC TN       -   162,680.      253,110.      MT  (+/- 180 meters Scaled)
 FE1782
 FE1782                          SUPERSEDED SURVEY CONTROL
 FE1782
 FE1782  NGVD 29 (??/??/??)   76.128  (m)          249.76   (f) ADJUSTED    2 0
 FE1782
 FE1782.Superseded values are not recommended for survey control.
 FE1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1782.See file dsdata.txt to determine how the superseded data were derived.
 FE1782
 FE1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE435586(NAD 83)
 FE1782_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1782_STAMPING: BM 1906
 FE1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1782
 FE1782  HISTORY     - Date     Condition        Report By
 FE1782  HISTORY     - 1906     MONUMENTED       MRC
 FE1782  HISTORY     - 1956     GOOD             CGS
 FE1782
 FE1782                          STATION DESCRIPTION
 FE1782
 FE1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1782'2 MI NE FROM GOLDDUST.
 FE1782'0.6 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT GOLDDUST,
 FE1782'LAUDERDALE COUNTY, THENCE 1.4 MILES NORTHEAST ALONG A ROAD, 165
 FE1782'YARDS SOUTHEAST OF THE CENTERLINE OF THE ROAD, 162 YARDS EAST
 FE1782'OF THE EAST CORNER OF THE REVIERE FARMHOUSE ON THE ALBERT
 FE1782'FITSGERALD FARM, 65 YARDS SOUTHEAST OF THE CENTERLINE OF THE TOP
 FE1782'OF AN OLD LEVEE, 54 YARDS SOUTHEAST OF THE NORTHWEST FENCE OF A
 FE1782'CULTIVATED FIELD, AND 1.1 FEET SOUTHEAST OF A WHITE WOODEN
 FE1782'WITNESS POST.  A CHISELED CROSS ON THE TOP OF A STONE POST ABOUT
 FE1782'3-1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH
 FE1782'IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP,
 FE1782'STAMPED BM 1906 AND PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1769 ***********************************************************************
 GA1769  DESIGNATION -  428
 GA1769  PID         -  GA1769
 GA1769  STATE/COUNTY-  TN/JEFFERSON
 GA1769  USGS QUAD   -  WHITE PINE (1961)
 GA1769
 GA1769                         *CURRENT SURVEY CONTROL
 GA1769  ___________________________________________________________________
 GA1769* NAD 83(1986)-  36 06 25.     (N)    083 16 59.     (W)     SCALED    
 GA1769* NAVD 88     -       357.984  (meters)    1174.49   (feet)  ADJUSTED  
 GA1769  ___________________________________________________________________
 GA1769  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA1769  DYNAMIC HT  -         357.650 (meters)    1173.39  (feet)  COMP
 GA1769  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA1769
 GA1769  VERT ORDER  -  FIRST     CLASS I
 GA1769
 GA1769.The horizontal coordinates were scaled from a topographic map and have
 GA1769.an estimated accuracy of +/- 6 seconds.
 GA1769
 GA1769.The orthometric height was determined by differential leveling
 GA1769.and adjusted by the National Geodetic Survey in June 1991..
 GA1769
 GA1769.The geoid height was determined by GEOID03.
 GA1769
 GA1769.The dynamic height is computed by dividing the NAVD 88
 GA1769.geopotential number by the normal gravity value computed on the
 GA1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1769.degrees latitude (g = 980.6199 gals.).
 GA1769
 GA1769.The modeled gravity was interpolated from observed gravity values.
 GA1769
 GA1769;                    North         East    Units  Estimated Accuracy
 GA1769;SPC TN       -   200,180.      844,600.      MT  (+/- 180 meters Scaled)
 GA1769
 GA1769                          SUPERSEDED SURVEY CONTROL
 GA1769
 GA1769  NGVD 29 (??/??/92)  358.125  (m)         1174.95   (f) ADJ UNCH    1 1
 GA1769
 GA1769.Superseded values are not recommended for survey control.
 GA1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1769.See file dsdata.txt to determine how the superseded data were derived.
 GA1769
 GA1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV944982(NAD 83)
 GA1769_MARKER: DD = SURVEY DISK
 GA1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1769_STAMPING: 428
 GA1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1769+STABILITY: SURFACE MOTION
 GA1769
 GA1769  HISTORY     - Date     Condition        Report By
 GA1769  HISTORY     - UNK      MONUMENTED       TNGS
 GA1769  HISTORY     - 1967     GOOD             NGS
 GA1769
 GA1769                          STATION DESCRIPTION
 GA1769
 GA1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1769'0.5 MI E FROM WHITE PINE.
 GA1769'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1769'RAILROAD FROM THE POST OFFICE AT WHITE PINE, THENCE 0.2 MILE
 GA1769'NORTHWEST ALONG U.S. HIGHWAY 25 E, 68 YARDS EAST AND ACROSS THE
 GA1769'HIGHWAY FROM A SHELL SERVICE STATION, 39 FEET NORTHEAST OF THE
 GA1769'CENTERLINE OF THE HIGHWAY, 97 FEET NORTH OF THE CENTER OF THE
 GA1769'INTERSECTION OF THE HIGHWAY AND A PAVED ROAD, 97 FEET NORTH OF
 GA1769'THE CENTERLINE OF THE PAVED ROAD, 46 1/2 FEET SOUTHWEST OF THE
 GA1769'WEST CORNER OF A FRAME HOUSE, 48 1/2 FEET SOUTH OF POLE NUMBER
 GA1769'175, 2 1/2 FEET NORTHEAST OF AN 18-INCH LOCUST TREE, ABOUT 8
 GA1769'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GA1769'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2582 ***********************************************************************
 AJ2582  DESIGNATION -  43
 AJ2582  PID         -  AJ2582
 AJ2582  STATE/COUNTY-  TN/SHELBY
 AJ2582  USGS QUAD   -  ARLINGTON (1973)
 AJ2582
 AJ2582                         *CURRENT SURVEY CONTROL
 AJ2582  ___________________________________________________________________
 AJ2582* NAD 83(1995)-  35 17 46.35530(N)    089 38 50.61785(W)     ADJUSTED  
 AJ2582* NAVD 88     -        88.3    (meters)     290.     (feet)  GPS OBS   
 AJ2582  ___________________________________________________________________
 AJ2582  X           -      32,072.446 (meters)                     COMP
 AJ2582  Y           -  -5,211,459.213 (meters)                     COMP
 AJ2582  Z           -   3,664,772.636 (meters)                     COMP
 AJ2582  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ2582  ELLIP HEIGHT-          60.91  (meters)          (04/26/01) GPS OBS
 AJ2582  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ2582
 AJ2582  HORZ ORDER  -  FIRST
 AJ2582  ELLP ORDER  -  FOURTH    CLASS I
 AJ2582
 AJ2582.The horizontal coordinates were established by GPS observations
 AJ2582.and adjusted by the National Geodetic Survey in April 2001..
 AJ2582
 AJ2582.The orthometric height was determined by GPS observations and a
 AJ2582.high-resolution geoid model.
 AJ2582
 AJ2582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2582
 AJ2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2582
 AJ2582.The ellipsoidal height was determined by GPS observations
 AJ2582.and is referenced to NAD 83.
 AJ2582
 AJ2582.The geoid height was determined by GEOID03.
 AJ2582
 AJ2582;                    North         East     Units Scale Factor Converg.
 AJ2582;SPC TN       -   113,012.629   268,319.827   MT  0.99999217   -2 08 07.2
 AJ2582;SPC TN       -   370,775.60    880,312.63   sFT  0.99999217   -2 08 07.2
 AJ2582;UTM  16      - 3,909,107.295   259,266.031   MT  1.00031426   -1 31 49.5
 AJ2582
 AJ2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2582!SPC TN       -   0.99999044  x   0.99999217  =   0.99998261
 AJ2582!UTM  16      -   0.99999044  x   1.00031426  =   1.00030470
 AJ2582
 AJ2582                          SUPERSEDED SURVEY CONTROL
 AJ2582
 AJ2582.No superseded survey control is available for this station.
 AJ2582
 AJ2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5926609107(NAD 83)
 AJ2582_MARKER: DD = SURVEY DISK
 AJ2582_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2582+WITH SETTING: INFORMATION.
 AJ2582_STAMPING: 043
 AJ2582_MARK LOGO: MLGW  
 AJ2582_PROJECTION: FLUSH
 AJ2582_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2582+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2582_ROD/PIPE-DEPTH:  0.8 meters
 AJ2582
 AJ2582  HISTORY     - Date     Condition        Report By
 AJ2582  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2582
 AJ2582                          STATION DESCRIPTION
 AJ2582
 AJ2582'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2582'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY IN ARLINGTON
 AJ2582'TENNESSEE.
 AJ2582'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2582'(CHESTER ROAD) AND GRIFFIN ROAD IN ARLINGTON, PROCEED NORTH ON GRIFFIN
 AJ2582'ROAD APPROXIMATELY 0.80 MILE (1.29 KM) TO A T-INTERSECTION, FORREST
 AJ2582'STREET (HICKORY WITHE ROAD) TURN RIGHT AND CONTINUE EAST ON FORREST
 AJ2582'STREET APPROXIMATELY 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT.
 AJ2582'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2582'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2582'A DETPH OF 30 INCHES.  THE STATION IS LOCATED 52.00 FEET (15.85 M)
 AJ2582'WEST OF A WOOD POWER POLE NO.  130584, 30.00 FEET (9.14 M) EAST OF A
 AJ2582'GRAVEL DRIVEWAY TO A SOD FARM (ADDRESS 12380 FORREST STREET) , 19.00
 AJ2582'FEET (5.79 M) NORTH OF THE CENTERLINE OF FORREST STREET.  THE STATION
 AJ2582'IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE ARE SET
 AJ2582'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2060 ***********************************************************************
 GA2060  DESIGNATION -  430
 GA2060  PID         -  GA2060
 GA2060  STATE/COUNTY-  TN/JEFFERSON
 GA2060  USGS QUAD   -  MORRISTOWN (1979)
 GA2060
 GA2060                         *CURRENT SURVEY CONTROL
 GA2060  ___________________________________________________________________
 GA2060* NAD 83(1986)-  36 07 52.     (N)    083 16 55.     (W)     SCALED    
 GA2060* NAVD 88     -       390.377  (meters)    1280.76   (feet)  ADJUSTED  
 GA2060  ___________________________________________________________________
 GA2060  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA2060  DYNAMIC HT  -         390.013 (meters)    1279.57  (feet)  COMP
 GA2060  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 GA2060
 GA2060  VERT ORDER  -  SECOND    CLASS 0
 GA2060
 GA2060.The horizontal coordinates were scaled from a topographic map and have
 GA2060.an estimated accuracy of +/- 6 seconds.
 GA2060
 GA2060.The orthometric height was determined by differential leveling
 GA2060.and adjusted by the National Geodetic Survey in June 1991..
 GA2060
 GA2060.The geoid height was determined by GEOID03.
 GA2060
 GA2060.The dynamic height is computed by dividing the NAVD 88
 GA2060.geopotential number by the normal gravity value computed on the
 GA2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2060.degrees latitude (g = 980.6199 gals.).
 GA2060
 GA2060.The modeled gravity was interpolated from observed gravity values.
 GA2060
 GA2060;                    North         East    Units  Estimated Accuracy
 GA2060;SPC TN       -   202,860.      844,620.      MT  (+/- 180 meters Scaled)
 GA2060
 GA2060                          SUPERSEDED SURVEY CONTROL
 GA2060
 GA2060  NGVD 29 (??/??/92)  390.520  (m)         1281.23   (f) ADJ UNCH    2 0
 GA2060
 GA2060.Superseded values are not recommended for survey control.
 GA2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2060.See file dsdata.txt to determine how the superseded data were derived.
 GA2060
 GA2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA946009(NAD 83)
 GA2060_MARKER: DD = SURVEY DISK
 GA2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2060_STAMPING: 430
 GA2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2060+STABILITY: SURFACE MOTION
 GA2060
 GA2060  HISTORY     - Date     Condition        Report By
 GA2060  HISTORY     - UNK      MONUMENTED       TNGS
 GA2060  HISTORY     - 1961     GOOD             NGS
 GA2060  HISTORY     - 1980     GOOD             NGS
 GA2060
 GA2060                          STATION DESCRIPTION
 GA2060
 GA2060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2060'1.5 MI N FROM WHITE PINE.
 GA2060'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2060'66A IN WHITE PINE, GO 1.5 MILES NORTH ON U.S. HIGHWAY 25E.  THE
 GA2060'BENCH MARK IS 0.1 MILE SOUTH OF THE JEFFERSON-HAMBLIN COUNTY LINE
 GA2060'SIGN, 34 FT. WEST OF THE CENTER OF U.S. HIGHWAY 25E AND 2.2
 GA2060'FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2060'POST PROJECTING 4 INCHES AND IS ABOUT 4 FT. ABOVE THE LEVEL OF
 GA2060'THE HIGHWAY.
 GA2060
 GA2060                          STATION RECOVERY (1980)
 GA2060
 GA2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2060'IT IS 114 FEET NORTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0652 ***********************************************************************
 GB0652  DESIGNATION -  441 1
 GB0652  PID         -  GB0652
 GB0652  STATE/COUNTY-  TN/ANDERSON
 GB0652  USGS QUAD   -  NORRIS (1990)
 GB0652
 GB0652                         *CURRENT SURVEY CONTROL
 GB0652  ___________________________________________________________________
 GB0652* NAD 83(1986)-  36 13 57.     (N)    084 06 35.     (W)     SCALED    
 GB0652* NAVD 88     -       402.317  (meters)    1319.93   (feet)  ADJUSTED  
 GB0652  ___________________________________________________________________
 GB0652  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB0652  DYNAMIC HT  -         401.957 (meters)    1318.75  (feet)  COMP
 GB0652  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 GB0652
 GB0652  VERT ORDER  -  SECOND    CLASS 0
 GB0652
 GB0652.The horizontal coordinates were scaled from a topographic map and have
 GB0652.an estimated accuracy of +/- 6 seconds.
 GB0652
 GB0652.The orthometric height was determined by differential leveling
 GB0652.and adjusted by the National Geodetic Survey in June 1991..
 GB0652
 GB0652.The geoid height was determined by GEOID03.
 GB0652
 GB0652.The dynamic height is computed by dividing the NAVD 88
 GB0652.geopotential number by the normal gravity value computed on the
 GB0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0652.degrees latitude (g = 980.6199 gals.).
 GB0652
 GB0652.The modeled gravity was interpolated from observed gravity values.
 GB0652
 GB0652;                    North         East    Units  Estimated Accuracy
 GB0652;SPC TN       -   212,350.      769,920.      MT  (+/- 180 meters Scaled)
 GB0652
 GB0652                          SUPERSEDED SURVEY CONTROL
 GB0652
 GB0652  NGVD 29 (??/??/92)  402.443  (m)         1320.35   (f) ADJ UNCH    2 0
 GB0652
 GB0652.Superseded values are not recommended for survey control.
 GB0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0652.See file dsdata.txt to determine how the superseded data were derived.
 GB0652
 GB0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF597136(NAD 83)
 GB0652_MARKER: DD = SURVEY DISK
 GB0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0652_SP_SET: CONCRETE DRAIN
 GB0652_STAMPING: 441-1-1964
 GB0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0652
 GB0652  HISTORY     - Date     Condition        Report By
 GB0652  HISTORY     - 1964     MONUMENTED       TNHD
 GB0652
 GB0652                          STATION DESCRIPTION
 GB0652
 GB0652'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0652'3.3 MI E FROM LAKE CITY.
 GB0652'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND U.S. HIGHWAY 441, GO
 GB0652'EASTERLY ON U.S. HIGHWAY 441 FOR 3.3 MILES TO THE MARK ON THE
 GB0652'LEFT.  THE MARK IS APPROXIMATELY 120 FEET EAST OF A SMALL
 GB0652'ROAD-SIDE PARK AND 17 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB0652'U.S. HIGHWAY 441.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0652'DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED HOLE IN THE TOP OF
 GB0652'A 2 FOOT BY 2 INCH CONCRETE DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0646 ***********************************************************************
 GB0646  DESIGNATION -  441 2
 GB0646  PID         -  GB0646
 GB0646  STATE/COUNTY-  TN/ANDERSON
 GB0646  USGS QUAD   -  NORRIS (1990)
 GB0646
 GB0646                         *CURRENT SURVEY CONTROL
 GB0646  ___________________________________________________________________
 GB0646* NAD 83(1986)-  36 13 29.     (N)    084 05 48.     (W)     SCALED    
 GB0646* NAVD 88     -       321.809  (meters)    1055.80   (feet)  ADJUSTED  
 GB0646  ___________________________________________________________________
 GB0646  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GB0646  DYNAMIC HT  -         321.520 (meters)    1054.85  (feet)  COMP
 GB0646  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GB0646
 GB0646  VERT ORDER  -  SECOND    CLASS 0
 GB0646
 GB0646.The horizontal coordinates were scaled from a topographic map and have
 GB0646.an estimated accuracy of +/- 6 seconds.
 GB0646
 GB0646.The orthometric height was determined by differential leveling
 GB0646.and adjusted by the National Geodetic Survey in June 1991..
 GB0646
 GB0646.The geoid height was determined by GEOID03.
 GB0646
 GB0646.The dynamic height is computed by dividing the NAVD 88
 GB0646.geopotential number by the normal gravity value computed on the
 GB0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0646.degrees latitude (g = 980.6199 gals.).
 GB0646
 GB0646.The modeled gravity was interpolated from observed gravity values.
 GB0646
 GB0646;                    North         East    Units  Estimated Accuracy
 GB0646;SPC TN       -   211,510.      771,110.      MT  (+/- 180 meters Scaled)
 GB0646
 GB0646                          SUPERSEDED SURVEY CONTROL
 GB0646
 GB0646  NGVD 29 (??/??/92)  321.941  (m)         1056.23   (f) ADJ UNCH    2 0
 GB0646
 GB0646.Superseded values are not recommended for survey control.
 GB0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0646.See file dsdata.txt to determine how the superseded data were derived.
 GB0646
 GB0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF609127(NAD 83)
 GB0646_MARKER: DD = SURVEY DISK
 GB0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0646_SP_SET: CULVERT
 GB0646_STAMPING: 441-2 1964
 GB0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0646
 GB0646  HISTORY     - Date     Condition        Report By
 GB0646  HISTORY     - 1964     MONUMENTED       TNHD
 GB0646
 GB0646                          STATION DESCRIPTION
 GB0646
 GB0646'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0646'5.4 MI E FROM LAKE CITY.
 GB0646'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND U.S. HIGHWAY 441, GO
 GB0646'EASTERLY ON U.S. HIGHWAY 441 FOR 5.4 MILES TO THE MARK ON THE
 GB0646'LEFT.  THE MARK IS APPROXIMATELY 0.2 MILE WEST OF THE SOUTH END
 GB0646'OF NORRIS DAM, 26 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 GB0646'HIGHWAY 441 AND 12 FEET NORTH OF A GUARD RAIL.  THE MARK IS A
 GB0646'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN
 GB0646'A DRILLED HOLE, IN THE EAST END OF 7.5 FOOT CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0641 ***********************************************************************
 GB0641  DESIGNATION -  441 3
 GB0641  PID         -  GB0641
 GB0641  STATE/COUNTY-  TN/ANDERSON
 GB0641  USGS QUAD   -  NORRIS (1990)
 GB0641
 GB0641                         *CURRENT SURVEY CONTROL
 GB0641  ___________________________________________________________________
 GB0641* NAD 83(1986)-  36 12 21.     (N)    084 04 37.     (W)     SCALED    
 GB0641* NAVD 88     -       259.308  (meters)     850.75   (feet)  ADJUSTED  
 GB0641  ___________________________________________________________________
 GB0641  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB0641  DYNAMIC HT  -         259.074 (meters)     849.98  (feet)  COMP
 GB0641  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 GB0641
 GB0641  VERT ORDER  -  SECOND    CLASS 0
 GB0641
 GB0641.The horizontal coordinates were scaled from a topographic map and have
 GB0641.an estimated accuracy of +/- 6 seconds.
 GB0641
 GB0641.The orthometric height was determined by differential leveling
 GB0641.and adjusted by the National Geodetic Survey in June 1991..
 GB0641
 GB0641.The geoid height was determined by GEOID03.
 GB0641
 GB0641.The dynamic height is computed by dividing the NAVD 88
 GB0641.geopotential number by the normal gravity value computed on the
 GB0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0641.degrees latitude (g = 980.6199 gals.).
 GB0641
 GB0641.The modeled gravity was interpolated from observed gravity values.
 GB0641
 GB0641;                    North         East    Units  Estimated Accuracy
 GB0641;SPC TN       -   209,450.      772,920.      MT  (+/- 180 meters Scaled)
 GB0641
 GB0641                          SUPERSEDED SURVEY CONTROL
 GB0641
 GB0641  NGVD 29 (??/??/92)  259.446  (m)          851.20   (f) ADJ UNCH    2 0
 GB0641
 GB0641.Superseded values are not recommended for survey control.
 GB0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0641.See file dsdata.txt to determine how the superseded data were derived.
 GB0641
 GB0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF627107(NAD 83)
 GB0641_MARKER: DD = SURVEY DISK
 GB0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0641_SP_SET: CULVERT
 GB0641_STAMPING: 441-3 1964
 GB0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0641
 GB0641  HISTORY     - Date     Condition        Report By
 GB0641  HISTORY     - 1964     MONUMENTED       TNHD
 GB0641
 GB0641                          STATION DESCRIPTION
 GB0641
 GB0641'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0641'1.9 MI E FROM NORRIS.
 GB0641'FROM THE NORTH END OF THE NORRIS DAM BRIDGE, GO EASTERLY ON U.S.
 GB0641'HIGHWAY 441 FOR 1.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS
 GB0641'26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441,
 GB0641'12 FEET NORTHEAST OF A 15-INCH SYCAMORE TREE, 11 FEET EAST OF A
 GB0641'SIGN, (T.V.A. RESERVATION, NORRIS DAM) THE MARK IS A STANDARD
 GB0641'TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED
 GB0641'HOLE 4.3 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 GB0641'HEADWALL OF A 3 FOOT CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0760 ***********************************************************************
 GB0760  DESIGNATION -  441 4
 GB0760  PID         -  GB0760
 GB0760  STATE/COUNTY-  TN/ANDERSON
 GB0760  USGS QUAD   -  NORRIS (1990)
 GB0760
 GB0760                         *CURRENT SURVEY CONTROL
 GB0760  ___________________________________________________________________
 GB0760* NAD 83(1986)-  36 11 06.     (N)    084 03 48.     (W)     SCALED    
 GB0760* NAVD 88     -       275.897  (meters)     905.17   (feet)  ADJUSTED  
 GB0760  ___________________________________________________________________
 GB0760  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0760  DYNAMIC HT  -         275.647 (meters)     904.35  (feet)  COMP
 GB0760  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GB0760
 GB0760  VERT ORDER  -  SECOND    CLASS 0
 GB0760
 GB0760.The horizontal coordinates were scaled from a topographic map and have
 GB0760.an estimated accuracy of +/- 6 seconds.
 GB0760
 GB0760.The orthometric height was determined by differential leveling
 GB0760.and adjusted by the National Geodetic Survey in June 1991..
 GB0760
 GB0760.The geoid height was determined by GEOID03.
 GB0760
 GB0760.The dynamic height is computed by dividing the NAVD 88
 GB0760.geopotential number by the normal gravity value computed on the
 GB0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0760.degrees latitude (g = 980.6199 gals.).
 GB0760
 GB0760.The modeled gravity was interpolated from observed gravity values.
 GB0760
 GB0760;                    North         East    Units  Estimated Accuracy
 GB0760;SPC TN       -   207,170.      774,190.      MT  (+/- 180 meters Scaled)
 GB0760
 GB0760                          SUPERSEDED SURVEY CONTROL
 GB0760
 GB0760  NGVD 29 (??/??/92)  276.030  (m)          905.61   (f) ADJ UNCH    2 0
 GB0760
 GB0760.Superseded values are not recommended for survey control.
 GB0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0760.See file dsdata.txt to determine how the superseded data were derived.
 GB0760
 GB0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF640084(NAD 83)
 GB0760_MARKER: DD = SURVEY DISK
 GB0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0760_SP_SET: CULVERT
 GB0760_STAMPING: 441-4 1964
 GB0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0760
 GB0760  HISTORY     - Date     Condition        Report By
 GB0760  HISTORY     - 1964     MONUMENTED       TNHD
 GB0760
 GB0760                          STATION DESCRIPTION
 GB0760
 GB0760'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0760'AT NORRIS.
 GB0760'AT THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61.  THE MARK
 GB0760'IS APPROXIMATELY 225 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB0760'THE JUNCTION, 48 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GB0760'HIGHWAY 441, 2.6 FEET NORTHWEST OF A 24-INCH ELM TREE.  THE
 GB0760'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 GB0760'FLUSH IN A DRILLED HOLE, 1 FOOT EAST OF THE WEST END OF A 15
 GB0760'FOOT HEADWALL OF A 3 FOOT CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0759 ***********************************************************************
 GB0759  DESIGNATION -  441 5
 GB0759  PID         -  GB0759
 GB0759  STATE/COUNTY-  TN/ANDERSON
 GB0759  USGS QUAD   -  NORRIS (1990)
 GB0759
 GB0759                         *CURRENT SURVEY CONTROL
 GB0759  ___________________________________________________________________
 GB0759* NAD 83(1986)-  36 10 36.     (N)    084 02 59.     (W)     SCALED    
 GB0759* NAVD 88     -       300.992  (meters)     987.50   (feet)  ADJUSTED  
 GB0759  ___________________________________________________________________
 GB0759  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB0759  DYNAMIC HT  -         300.719 (meters)     986.61  (feet)  COMP
 GB0759  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 GB0759
 GB0759  VERT ORDER  -  SECOND    CLASS 0
 GB0759
 GB0759.The horizontal coordinates were scaled from a topographic map and have
 GB0759.an estimated accuracy of +/- 6 seconds.
 GB0759
 GB0759.The orthometric height was determined by differential leveling
 GB0759.and adjusted by the National Geodetic Survey in June 1991..
 GB0759
 GB0759.The geoid height was determined by GEOID03.
 GB0759
 GB0759.The dynamic height is computed by dividing the NAVD 88
 GB0759.geopotential number by the normal gravity value computed on the
 GB0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0759.degrees latitude (g = 980.6199 gals.).
 GB0759
 GB0759.The modeled gravity was interpolated from observed gravity values.
 GB0759
 GB0759;                    North         East    Units  Estimated Accuracy
 GB0759;SPC TN       -   206,270.      775,430.      MT  (+/- 180 meters Scaled)
 GB0759
 GB0759                          SUPERSEDED SURVEY CONTROL
 GB0759
 GB0759  NGVD 29 (??/??/92)  301.122  (m)          987.93   (f) ADJ UNCH    2 0
 GB0759
 GB0759.Superseded values are not recommended for survey control.
 GB0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0759.See file dsdata.txt to determine how the superseded data were derived.
 GB0759
 GB0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF653075(NAD 83)
 GB0759_MARKER: DD = SURVEY DISK
 GB0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0759_STAMPING: 441-5 1964
 GB0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0759+STABILITY: SURFACE MOTION
 GB0759
 GB0759  HISTORY     - Date     Condition        Report By
 GB0759  HISTORY     - 1964     MONUMENTED       TNHD
 GB0759
 GB0759                          STATION DESCRIPTION
 GB0759
 GB0759'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0759'1.1 MI E FROM NORRIS.
 GB0759'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61, AT
 GB0759'NORRIS, GO EASTERLY ON U.S. HIGHWAY 441 FOR 1.1 MILES, TO THE
 GB0759'MARK ON THE RIGHT.  THE MARK IS 44.7 FEET WEST OF THE APPROXIMATE
 GB0759'CENTER OF U.S. HIGHWAY 441 AND 2.4 FEET NORTH OF A METAL WITNESS
 GB0759'POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0759'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0759'MONUMENT, FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0757 ***********************************************************************
 GB0757  DESIGNATION -  441 6
 GB0757  PID         -  GB0757
 GB0757  STATE/COUNTY-  TN/ANDERSON
 GB0757  USGS QUAD   -  NORRIS (1990)
 GB0757
 GB0757                         *CURRENT SURVEY CONTROL
 GB0757  ___________________________________________________________________
 GB0757* NAD 83(1986)-  36 09 20.     (N)    084 01 50.     (W)     SCALED    
 GB0757* NAVD 88     -       276.898  (meters)     908.46   (feet)  ADJUSTED  
 GB0757  ___________________________________________________________________
 GB0757  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GB0757  DYNAMIC HT  -         276.645 (meters)     907.63  (feet)  COMP
 GB0757  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 GB0757
 GB0757  VERT ORDER  -  SECOND    CLASS 0
 GB0757
 GB0757.The horizontal coordinates were scaled from a topographic map and have
 GB0757.an estimated accuracy of +/- 6 seconds.
 GB0757
 GB0757.The orthometric height was determined by differential leveling
 GB0757.and adjusted by the National Geodetic Survey in June 1991..
 GB0757
 GB0757.The geoid height was determined by GEOID03.
 GB0757
 GB0757.The dynamic height is computed by dividing the NAVD 88
 GB0757.geopotential number by the normal gravity value computed on the
 GB0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0757.degrees latitude (g = 980.6199 gals.).
 GB0757
 GB0757.The modeled gravity was interpolated from observed gravity values.
 GB0757
 GB0757;                    North         East    Units  Estimated Accuracy
 GB0757;SPC TN       -   203,960.      777,210.      MT  (+/- 180 meters Scaled)
 GB0757
 GB0757                          SUPERSEDED SURVEY CONTROL
 GB0757
 GB0757  NGVD 29 (??/??/92)  277.022  (m)          908.86   (f) ADJ UNCH    2 0
 GB0757
 GB0757.Superseded values are not recommended for survey control.
 GB0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0757.See file dsdata.txt to determine how the superseded data were derived.
 GB0757
 GB0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF671052(NAD 83)
 GB0757_MARKER: DD = SURVEY DISK
 GB0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0757_SP_SET: BRIDGE
 GB0757_STAMPING: 441-6 1964
 GB0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0757
 GB0757  HISTORY     - Date     Condition        Report By
 GB0757  HISTORY     - 1964     MONUMENTED       TNHD
 GB0757
 GB0757                          STATION DESCRIPTION
 GB0757
 GB0757'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0757'3 MI E FROM NORRIS.
 GB0757'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61 AT
 GB0757'NORRIS, GO EASTERLY FOR 3.0 MILES TO THE INTERSECTION OF HICKORY
 GB0757'VALLEY ROAD AND THE MARK ON THE LEFT.  THE MARK IS CEMENTED FLUSH
 GB0757'IN A DRILLED HOLE, 25 FEET SOUTH SOUTHEAST OF THE NORTH NORTHWEST
 GB0757'END OF THE SOUTHWEST HEADWALL OF A 60 FOOT LONG ARCHED BRIDGE AND
 GB0757'APPROXIMATELY 2 FEET ABOVE THE SURFACE OF THE HIGHWAY.  THE MARK
 GB0757'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2476 ***********************************************************************
 GA2476  DESIGNATION -  441 7
 GA2476  PID         -  GA2476
 GA2476  STATE/COUNTY-  TN/KNOX
 GA2476  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2476
 GA2476                         *CURRENT SURVEY CONTROL
 GA2476  ___________________________________________________________________
 GA2476* NAD 83(1986)-  36 06 02.     (N)    083 57 27.     (W)     SCALED    
 GA2476* NAVD 88     -       347.295  (meters)    1139.42   (feet)  ADJUSTED  
 GA2476  ___________________________________________________________________
 GA2476  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2476  DYNAMIC HT  -         346.972 (meters)    1138.36  (feet)  COMP
 GA2476  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GA2476
 GA2476  VERT ORDER  -  SECOND    CLASS 0
 GA2476
 GA2476.The horizontal coordinates were scaled from a topographic map and have
 GA2476.an estimated accuracy of +/- 6 seconds.
 GA2476
 GA2476.The orthometric height was determined by differential leveling
 GA2476.and adjusted by the National Geodetic Survey in June 1991..
 GA2476
 GA2476.The geoid height was determined by GEOID03.
 GA2476
 GA2476.The dynamic height is computed by dividing the NAVD 88
 GA2476.geopotential number by the normal gravity value computed on the
 GA2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2476.degrees latitude (g = 980.6199 gals.).
 GA2476
 GA2476.The modeled gravity was interpolated from observed gravity values.
 GA2476
 GA2476;                    North         East    Units  Estimated Accuracy
 GA2476;SPC TN       -   197,990.      783,900.      MT  (+/- 180 meters Scaled)
 GA2476
 GA2476                          SUPERSEDED SURVEY CONTROL
 GA2476
 GA2476  NGVD 29 (??/??/92)  347.406  (m)         1139.78   (f) ADJ UNCH    2 0
 GA2476
 GA2476.Superseded values are not recommended for survey control.
 GA2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2476.See file dsdata.txt to determine how the superseded data were derived.
 GA2476
 GA2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV337991(NAD 83)
 GA2476_MARKER: DD = SURVEY DISK
 GA2476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2476_SP_SET: BRIDGE
 GA2476_STAMPING: 441-7 1964
 GA2476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2476
 GA2476  HISTORY     - Date     Condition        Report By
 GA2476  HISTORY     - 1964     MONUMENTED       TNHD
 GA2476
 GA2476                          STATION DESCRIPTION
 GA2476
 GA2476'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2476'2.2 MI NW FROM KNOXVILLE.
 GA2476'FROM THE JUNCTION OF U.S. HIGHWAY 441, AND STATE ROUTE 33 NEAR
 GA2476'HALLS CROSSROAD, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 2.25 MILES TO
 GA2476'THE INTERSECTION OF PELLAUX ROAD, AND THE MARK ON THE LEFT AT
 GA2476'AN ARCH BRIDGE.  THE MARK IS 43 FEET NORTHWEST OF THE APPROXIMATE
 GA2476'CENTER OF PELLAUX ROAD, AND 16 FEET SOUTHWEST OF THE APPROXIMATE
 GA2476'CENTER OF U.S. HIGHWAY 441.  THE MARK IS A STANDARD TENNESSEE
 GA2476'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE
 GA2476'CENTER OF THE SOUTHWEST HEADWALL OF THE ARCH BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2474 ***********************************************************************
 GA2474  DESIGNATION -  441 8
 GA2474  PID         -  GA2474
 GA2474  STATE/COUNTY-  TN/KNOX
 GA2474  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2474
 GA2474                         *CURRENT SURVEY CONTROL
 GA2474  ___________________________________________________________________
 GA2474* NAD 83(1986)-  36 05 16.     (N)    083 56 37.     (W)     SCALED    
 GA2474* NAVD 88     -       338.750  (meters)    1111.38   (feet)  ADJUSTED  
 GA2474  ___________________________________________________________________
 GA2474  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2474  DYNAMIC HT  -         338.434 (meters)    1110.35  (feet)  COMP
 GA2474  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GA2474
 GA2474  VERT ORDER  -  SECOND    CLASS 0
 GA2474
 GA2474.The horizontal coordinates were scaled from a topographic map and have
 GA2474.an estimated accuracy of +/- 6 seconds.
 GA2474
 GA2474.The orthometric height was determined by differential leveling
 GA2474.and adjusted by the National Geodetic Survey in June 1991..
 GA2474
 GA2474.The geoid height was determined by GEOID03.
 GA2474
 GA2474.The dynamic height is computed by dividing the NAVD 88
 GA2474.geopotential number by the normal gravity value computed on the
 GA2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2474.degrees latitude (g = 980.6199 gals.).
 GA2474
 GA2474.The modeled gravity was interpolated from observed gravity values.
 GA2474
 GA2474;                    North         East    Units  Estimated Accuracy
 GA2474;SPC TN       -   196,600.      785,190.      MT  (+/- 180 meters Scaled)
 GA2474
 GA2474                          SUPERSEDED SURVEY CONTROL
 GA2474
 GA2474  NGVD 29 (??/??/92)  338.860  (m)         1111.74   (f) ADJ UNCH    2 0
 GA2474
 GA2474.Superseded values are not recommended for survey control.
 GA2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2474.See file dsdata.txt to determine how the superseded data were derived.
 GA2474
 GA2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV349976(NAD 83)
 GA2474_MARKER: DD = SURVEY DISK
 GA2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2474_STAMPING: 441-8 1964
 GA2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2474+STABILITY: SURFACE MOTION
 GA2474
 GA2474  HISTORY     - Date     Condition        Report By
 GA2474  HISTORY     - 1964     MONUMENTED       TNHD
 GA2474  HISTORY     - 1980     GOOD             NGS
 GA2474
 GA2474                          STATION DESCRIPTION
 GA2474
 GA2474'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2474'1 MI NW FROM KNOXVILLE.
 GA2474'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 33 NEAR
 GA2474'HALLS CROSSROAD, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 0.95 MILE
 GA2474'TO THE MARK ON THE LEFT.  THE MARK IS 26 FEET SOUTHWEST OF THE
 GA2474'APPROXIMATE CENTER OF U.S. HIGHWAY 441, 8 FEET NORTHEAST OF THE
 GA2474'APPROXIMATE CENTER OF A GRAVELED DRIVE, 8 FEET WEST OF A 6-INCH
 GA2474'PINE TREE AND 2.3 FEET NORTHWEST OF A METAL WITNESS POST WITH
 GA2474'SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2474'SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2474
 GA2474                          STATION RECOVERY (1980)
 GA2474
 GA2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2474'NORTHWEST 1.05 MILES ON U.S. HIGHWAY 441 FROM STATE HIGHWAY 33 AT
 GA2474'HALLS CROSSROAD, 1 FOOT ABOVE PAVEMENT, 4.5 FEET NORTHWEST OF A 10
 GA2474'INCH PINE TREE AND 77 FEET EAST OF A 14 INCH HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2593 ***********************************************************************
 GA2593  DESIGNATION -  442
 GA2593  PID         -  GA2593
 GA2593  STATE/COUNTY-  TN/CLAIBORNE
 GA2593  USGS QUAD   -  TAZEWELL (1971)
 GA2593
 GA2593                         *CURRENT SURVEY CONTROL
 GA2593  ___________________________________________________________________
 GA2593* NAD 83(1995)-  36 28 50.81015(N)    083 34 59.21138(W)     ADJUSTED  
 GA2593* NAVD 88     -       521.754  (meters)    1711.79   (feet)  ADJUSTED  
 GA2593  ___________________________________________________________________
 GA2593  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 GA2593  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2593  DYNAMIC HT  -         521.281 (meters)    1710.24  (feet)  COMP
 GA2593  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GA2593
 GA2593  HORZ ORDER  -  SECOND
 GA2593  VERT ORDER  -  SECOND    CLASS 0
 GA2593
 GA2593.The horizontal coordinates were established by classical geodetic methods
 GA2593.and adjusted by the National Geodetic Survey in April 1999..
 GA2593
 GA2593.The orthometric height was determined by differential leveling
 GA2593.and adjusted by the National Geodetic Survey in June 1991..
 GA2593
 GA2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2593
 GA2593.The geoid height was determined by GEOID03.
 GA2593
 GA2593.The dynamic height is computed by dividing the NAVD 88
 GA2593.geopotential number by the normal gravity value computed on the
 GA2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2593.degrees latitude (g = 980.6199 gals.).
 GA2593
 GA2593.The modeled gravity was interpolated from observed gravity values.
 GA2593
 GA2593;                    North         East     Units Scale Factor Converg.
 GA2593;SPC TN       -   240,937.486   816,565.538   MT  1.00001200   +1 24 53.8
 GA2593;SPC TN       -   790,475.74  2,679,015.44   sFT  1.00001200   +1 24 53.8
 GA2593;UTM  17      - 4,040,378.877   268,588.188   MT  1.00025983   -1 32 11.3
 GA2593
 GA2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2593!SPC TN       -   0.99992294  x   1.00001200  =   0.99993494
 GA2593!UTM  17      -   0.99992294  x   1.00025983  =   1.00018275
 GA2593
 GA2593|---------------------------------------------------------------------|
 GA2593| PID    Reference Object                     Distance      Geod. Az  |
 GA2593|                                                           dddmmss.s |
 GA2593| GA2594 442 RM 1                              5.889 METERS 14439     |
 GA2593| GA3529 FUGATE                              APPROX. 4.9 KM 1451904.5 |
 GA2593| GA2592 442 RM 2                              5.154 METERS 29251     |
 GA2593| GA3531 JAYNES                              APPROX. 2.1 KM 3290613.3 |
 GA2593|---------------------------------------------------------------------|
 GA2593
 GA2593                          SUPERSEDED SURVEY CONTROL
 GA2593
 GA2593  NAD 83(1995)-  36 28 50.81274(N)    083 34 59.21331(W) AD(       ) 2
 GA2593  NAD 83(1995)-  36 28 50.81087(N)    083 34 59.20547(W) AD(       ) 2
 GA2593  NAD 83(1995)-  36 28 50.81928(N)    083 34 59.21258(W) AD(       ) 2
 GA2593  NAD 83(1986)-  36 28 50.82090(N)    083 34 59.21220(W) AD(       ) 2
 GA2593  NAD 27      -  36 28 50.52796(N)    083 34 59.54855(W) AD(       ) 2
 GA2593  NGVD 29 (??/??/92)  521.866  (m)         1712.16   (f) ADJ UNCH    2 0
 GA2593
 GA2593.Superseded values are not recommended for survey control.
 GA2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2593.See file dsdata.txt to determine how the superseded data were derived.
 GA2593
 GA2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6858840379(NAD 83)
 GA2593_MARKER: DB = BENCH MARK DISK
 GA2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2593_STAMPING: 442
 GA2593_MARK LOGO: TNGS  
 GA2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2593+STABILITY: SURFACE MOTION
 GA2593
 GA2593  HISTORY     - Date     Condition        Report By
 GA2593  HISTORY     - 1963     MONUMENTED       TNHD
 GA2593  HISTORY     - 1963     GOOD             TNHD
 GA2593  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2593
 GA2593                          STATION DESCRIPTION
 GA2593
 GA2593'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2593'THE STATION IS LOCATED ON THE PROPERTY OF MR. STIRL WHITAKER ABOUT 2
 GA2593'MILES NORTHWEST OF
 GA2593'TAZEWELL.
 GA2593'
 GA2593'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA2593'ROUTE 33 IN TAZEWELL, GO
 GA2593'NORTHERLY ON U.S.  HIGHWAY 25E FOR 2.2 MILES TO A
 GA2593'PAVED ROAD RIGHT, TURN RIGHT, THEN
 GA2593'IMMEDIATELY LEFT, AND FOLLOW PAVED
 GA2593'ROAD NORTH AND EASTERLY FOR 0.2 MILE TO THE STATION
 GA2593'ON THE RIGHT IN
 GA2593'OPEN FIELD AS DESCRIBED.
 GA2593'
 GA2593'THE STATION IS 154 FEET EAST OF A WIRE FENCE AND 3.7 FEET EAST OF A
 GA2593'METAL WITNESS POST AND
 GA2593'SIGN.  IT IS A U.  S.  COAST AND GEODETIC AND STATE
 GA2593'SURVEY DISK SET IN A 6-INCH SQUARE,
 GA2593'CONCRETE MONUMENT PROJECTING 12
 GA2593'INCHES AND THE DISK IS STAMPED 442.
 GA2593'
 GA2593'REFERENCE MARK NO. 1 IS 173 FEET SOUTHEAST OF A WIRE FENCE.  IT IS A
 GA2593'STANDARD TENNESSEE HIGHWAY
 GA2593'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2593'CONCRETE MONUMENT AND THE DISK IS
 GA2593'STAMPED TGS 442 RM-1 1963.
 GA2593'
 GA2593'REFERENCE MARK NO. 2 IS 137 FEET EAST OF A WIRE FENCE.  IT IS A
 GA2593'STANDARD TENNESSEE
 GA2593'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2593'CONCRETE MONUMENT AND THE
 GA2593'DISK IS STAMPED TGS 442 RM-2 1963.
 GA2593'
 GA2593'TRAVERSE STATIONS JAYNES AND/OR FUGATE WILL SERVE AS AZIMUTH MARKS.
 GA2593'
 GA2593'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2593
 GA2593                          STATION RECOVERY (1963)
 GA2593
 GA2593'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA2593'2 MI NW FROM TAZEWELL.
 GA2593'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2593'TAZEWELL, GO NORTHERLY ON U.S. HIGHWAY 25E FOR 2.2 MILES TO A
 GA2593'PAVED ROAD ON THE RIGHT.  TURN RIGHT, THEN IMMEDIATELY LEFT, AND
 GA2593'FOLLOW PAVED ROAD NORTH AND EASTERLY FOR 0.2 MILE TO THE STATION
 GA2593'ON THE RIGHT IN AN OPEN FIELD.  THE STATION MARK IS LOCATED ON
 GA2593'THE PROPERTY OF MR. STIRL WHITAKER, 154 FEET EAST OF A WIRE
 GA2593'FENCE AND 3.7 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A
 GA2593'U.S. COAST AND GEODETIC AND STATE SURVEY DISK SET IN TOP OF A
 GA2593'6-INCH SQUARE, CONCRETE MONUMENT PROJECTING 12 INCHES ABOVE THE
 GA2593'SURFACE.
 GA2593
 GA2593                          STATION RECOVERY (1980)
 GA2593
 GA2593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2593'THE STATION AND REFERENCE MARKS WERE NOT FOUND AND THOUGHT DESTROYED
 GA2593'BY FARMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2594 ***********************************************************************
 GA2594  DESIGNATION -  442 RM 1
 GA2594  PID         -  GA2594
 GA2594  STATE/COUNTY-  TN/CLAIBORNE
 GA2594  USGS QUAD   -  TAZEWELL (1971)
 GA2594
 GA2594                         *CURRENT SURVEY CONTROL
 GA2594  ___________________________________________________________________
 GA2594* NAD 83(1986)-  36 28 50.     (N)    083 35 00.     (W)     SCALED    
 GA2594* NAVD 88     -       521.487  (meters)    1710.91   (feet)  ADJUSTED  
 GA2594  ___________________________________________________________________
 GA2594  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2594  DYNAMIC HT  -         521.015 (meters)    1709.36  (feet)  COMP
 GA2594  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GA2594
 GA2594  VERT ORDER  -  SECOND    CLASS 0
 GA2594
 GA2594.The horizontal coordinates were scaled from a topographic map and have
 GA2594.an estimated accuracy of +/- 6 seconds.
 GA2594
 GA2594.The orthometric height was determined by differential leveling
 GA2594.and adjusted by the National Geodetic Survey in June 1991..
 GA2594
 GA2594.The geoid height was determined by GEOID03.
 GA2594
 GA2594.The dynamic height is computed by dividing the NAVD 88
 GA2594.geopotential number by the normal gravity value computed on the
 GA2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2594.degrees latitude (g = 980.6199 gals.).
 GA2594
 GA2594.The modeled gravity was interpolated from observed gravity values.
 GA2594
 GA2594;                    North         East    Units  Estimated Accuracy
 GA2594;SPC TN       -   240,910.      816,550.      MT  (+/- 180 meters Scaled)
 GA2594
 GA2594                          SUPERSEDED SURVEY CONTROL
 GA2594
 GA2594  NGVD 29 (??/??/92)  521.599  (m)         1711.28   (f) ADJ UNCH    2 0
 GA2594
 GA2594.Superseded values are not recommended for survey control.
 GA2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2594.See file dsdata.txt to determine how the superseded data were derived.
 GA2594
 GA2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685403(NAD 83)
 GA2594_MARKER: DD = SURVEY DISK
 GA2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2594_STAMPING: TGS 442 RM-1 1963
 GA2594_MARK LOGO: TNHD  
 GA2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2594+STABILITY: SURFACE MOTION
 GA2594
 GA2594  HISTORY     - Date     Condition        Report By
 GA2594  HISTORY     - 1963     MONUMENTED       TNHD
 GA2594
 GA2594                          STATION DESCRIPTION
 GA2594
 GA2594'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2594'2 MI NW FROM TAZEWELL.
 GA2594'THIS MARK IS LOCATED AT THE 442 STATION SITE, 173 FEET SOUTHEAST
 GA2594'OF A WIRE FENCE AND 19 FEET SOUTHEAST OF THE STATION.  THE MARK
 GA2594'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2594'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2592 ***********************************************************************
 GA2592  DESIGNATION -  442 RM 2
 GA2592  PID         -  GA2592
 GA2592  STATE/COUNTY-  TN/CLAIBORNE
 GA2592  USGS QUAD   -  TAZEWELL (1971)
 GA2592
 GA2592                         *CURRENT SURVEY CONTROL
 GA2592  ___________________________________________________________________
 GA2592* NAD 83(1986)-  36 28 50.     (N)    083 35 00.     (W)     SCALED    
 GA2592* NAVD 88     -       521.155  (meters)    1709.82   (feet)  ADJUSTED  
 GA2592  ___________________________________________________________________
 GA2592  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2592  DYNAMIC HT  -         520.683 (meters)    1708.27  (feet)  COMP
 GA2592  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GA2592
 GA2592  VERT ORDER  -  SECOND    CLASS 0
 GA2592
 GA2592.The horizontal coordinates were scaled from a topographic map and have
 GA2592.an estimated accuracy of +/- 6 seconds.
 GA2592
 GA2592.The orthometric height was determined by differential leveling
 GA2592.and adjusted by the National Geodetic Survey in June 1991..
 GA2592
 GA2592.The geoid height was determined by GEOID03.
 GA2592
 GA2592.The dynamic height is computed by dividing the NAVD 88
 GA2592.geopotential number by the normal gravity value computed on the
 GA2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2592.degrees latitude (g = 980.6199 gals.).
 GA2592
 GA2592.The modeled gravity was interpolated from observed gravity values.
 GA2592
 GA2592;                    North         East    Units  Estimated Accuracy
 GA2592;SPC TN       -   240,910.      816,550.      MT  (+/- 180 meters Scaled)
 GA2592
 GA2592                          SUPERSEDED SURVEY CONTROL
 GA2592
 GA2592  NGVD 29 (??/??/92)  521.267  (m)         1710.19   (f) ADJ UNCH    2 0
 GA2592
 GA2592.Superseded values are not recommended for survey control.
 GA2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2592.See file dsdata.txt to determine how the superseded data were derived.
 GA2592
 GA2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA685403(NAD 83)
 GA2592_MARKER: DD = SURVEY DISK
 GA2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2592_STAMPING: TGS 442 RM-2 1963
 GA2592_MARK LOGO: TNHD  
 GA2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2592+STABILITY: SURFACE MOTION
 GA2592
 GA2592  HISTORY     - Date     Condition        Report By
 GA2592  HISTORY     - 1963     MONUMENTED       TNHD
 GA2592
 GA2592                          STATION DESCRIPTION
 GA2592
 GA2592'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2592'2 MI NW FROM TAZEWELL.
 GA2592'THIS MARK IS LOCATED AT THE 442 STATION SITE, 137 FEET SOUTHEAST
 GA2592'OF A WIRE FENCE AND 17 FEET WEST OF THE STATION.  THE MARK IS A
 GA2592'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2592'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1387 ***********************************************************************
 GC1387  DESIGNATION -  45
 GC1387  PID         -  GC1387
 GC1387  STATE/COUNTY-  TN/MONTGOMERY
 GC1387  USGS QUAD   -  EXCELL (1983)
 GC1387
 GC1387                         *CURRENT SURVEY CONTROL
 GC1387  ___________________________________________________________________
 GC1387* NAD 83(1986)-  36 28 58.     (N)    087 17 49.     (W)     SCALED    
 GC1387* NAVD 88     -       121.620  (meters)     399.01   (feet)  ADJUSTED  
 GC1387  ___________________________________________________________________
 GC1387  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1387  DYNAMIC HT  -         121.518 (meters)     398.68  (feet)  COMP
 GC1387  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GC1387
 GC1387  VERT ORDER  -  FIRST     CLASS II
 GC1387
 GC1387.The horizontal coordinates were scaled from a topographic map and have
 GC1387.an estimated accuracy of +/- 6 seconds.
 GC1387
 GC1387.The orthometric height was determined by differential leveling
 GC1387.and adjusted by the National Geodetic Survey in June 1991..
 GC1387
 GC1387.The geoid height was determined by GEOID03.
 GC1387
 GC1387.The dynamic height is computed by dividing the NAVD 88
 GC1387.geopotential number by the normal gravity value computed on the
 GC1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1387.degrees latitude (g = 980.6199 gals.).
 GC1387
 GC1387.The modeled gravity was interpolated from observed gravity values.
 GC1387
 GC1387;                    North         East    Units  Estimated Accuracy
 GC1387;SPC TN       -   239,260.      483,780.      MT  (+/- 180 meters Scaled)
 GC1387
 GC1387                          SUPERSEDED SURVEY CONTROL
 GC1387
 GC1387  NGVD 29 (??/??/92)  121.683  (m)          399.22   (f) ADJ UNCH    1 2
 GC1387
 GC1387.Superseded values are not recommended for survey control.
 GC1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1387.See file dsdata.txt to determine how the superseded data were derived.
 GC1387
 GC1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF734375(NAD 83)
 GC1387_MARKER: DD = SURVEY DISK
 GC1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1387_STAMPING: JAN FEB NO 45
 GC1387_MARK LOGO: USE   
 GC1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1387+STABILITY: SURFACE MOTION
 GC1387
 GC1387  HISTORY     - Date     Condition        Report By
 GC1387  HISTORY     - UNK      MONUMENTED       DOD
 GC1387  HISTORY     - 1949     GOOD             NGS
 GC1387  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1387
 GC1387                          STATION DESCRIPTION
 GC1387
 GC1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1387'5.6 MI SE FROM CLARKSVILLE.
 GC1387'5.6 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1387'STATION AT CLARKSVILLE, ABOUT 0.15 MILE NORTH OF THE NORTH END
 GC1387'OF TRESTLE NO. H 50-16 OVER MC ADOO CREEK, AT A SMALL ROAD
 GC1387'CROSSING, 30.4 FEET WEST OF THE WEST RAIL, 16 FEET SOUTH OF THE
 GC1387'CENTER LINE OF THE ROAD, 17.8 FEET EAST OF THE R/W FENCE LINE,
 GC1387'28 FEET SOUTHEAST OF A 24-INCH ELM TREE IN A FENCE CORNER, 34.5
 GC1387'FEET SOUTH AND ACROSS THE ROAD FROM B.M. X 3 (USC AND GS), 1 1/2
 GC1387'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE
 GC1387'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1387
 GC1387                          STATION RECOVERY (1984)
 GC1387
 GC1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1387'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2583 ***********************************************************************
 AJ2583  DESIGNATION -  45
 AJ2583  PID         -  AJ2583
 AJ2583  STATE/COUNTY-  TN/SHELBY
 AJ2583  USGS QUAD   -  EADS (1983)
 AJ2583
 AJ2583                         *CURRENT SURVEY CONTROL
 AJ2583  ___________________________________________________________________
 AJ2583* NAD 83(1995)-  35 14 54.15091(N)    089 41 29.99190(W)     ADJUSTED  
 AJ2583* NAVD 88     -        84.2    (meters)     276.     (feet)  GPS OBS   
 AJ2583  ___________________________________________________________________
 AJ2583  X           -      28,062.187 (meters)                     COMP
 AJ2583  Y           -  -5,214,543.681 (meters)                     COMP
 AJ2583  Z           -   3,660,437.472 (meters)                     COMP
 AJ2583  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AJ2583  ELLIP HEIGHT-          56.80  (meters)          (04/26/01) GPS OBS
 AJ2583  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AJ2583
 AJ2583  HORZ ORDER  -  FIRST
 AJ2583  ELLP ORDER  -  FOURTH    CLASS I
 AJ2583
 AJ2583.The horizontal coordinates were established by GPS observations
 AJ2583.and adjusted by the National Geodetic Survey in April 2001..
 AJ2583
 AJ2583.The orthometric height was determined by GPS observations and a
 AJ2583.high-resolution geoid model.
 AJ2583
 AJ2583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2583
 AJ2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2583
 AJ2583.The ellipsoidal height was determined by GPS observations
 AJ2583.and is referenced to NAD 83.
 AJ2583
 AJ2583.The geoid height was determined by GEOID03.
 AJ2583
 AJ2583;                    North         East     Units Scale Factor Converg.
 AJ2583;SPC TN       -   107,860.338   264,095.789   MT  1.00000029   -2 09 40.5
 AJ2583;SPC TN       -   353,871.79    866,454.27   sFT  1.00000029   -2 09 40.5
 AJ2583;UTM  16      - 3,903,908.900   255,095.344   MT  1.00033923   -1 33 15.1
 AJ2583
 AJ2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2583!SPC TN       -   0.99999108  x   1.00000029  =   0.99999137
 AJ2583!UTM  16      -   0.99999108  x   1.00033923  =   1.00033031
 AJ2583
 AJ2583                          SUPERSEDED SURVEY CONTROL
 AJ2583
 AJ2583.No superseded survey control is available for this station.
 AJ2583
 AJ2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5509503909(NAD 83)
 AJ2583_MARKER: DD = SURVEY DISK
 AJ2583_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2583+WITH SETTING: INFORMATION.
 AJ2583_STAMPING: 045
 AJ2583_MARK LOGO: MLGW  
 AJ2583_PROJECTION: FLUSH
 AJ2583_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2583+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2583_ROD/PIPE-DEPTH:  0.8 meters
 AJ2583
 AJ2583  HISTORY     - Date     Condition        Report By
 AJ2583  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2583
 AJ2583                          STATION DESCRIPTION
 AJ2583
 AJ2583'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2583'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF SHELBY COUNTY IN
 AJ2583'ARLINGTON TENNESSEE.
 AJ2583'TO REACH THE STATION FROM THE INTERSECTION OF CANADA ROAD AND
 AJ2583'INTERSTATE 40 (I-40) PROCEED EAST BOUND ON I-40 APPROXIMATELY 3.10
 AJ2583'MILES (4.99 KM) TO THE STATION ON THE LEFT.
 AJ2583'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2583'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2583'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN THE GRASS MEDIAN
 AJ2583'SEPERATING EAST AND WEST BOUND LANES OF I-40.  APPROXIMATELY 0.60 MILE
 AJ2583'(0.97 KM) EAST OF CHAMBERS CHAPEL ROAD, APPROXIMATELY 1.00 MILE (1.61
 AJ2583'KM) WEST OF PAUL BARRET PARKWAY (TN HWY-385) , 0.40 MILE (0.64 KM)
 AJ2583'EAST OF MILE MARKER 23, 648.20 FEET (197.57 M) WEST OF THE WEST END OF
 AJ2583'A CONCRETE BRIDGE OVER CLEAR CREEK DRAINAGE DITCH, BRIDGE NO.
 AJ2583'79-1-40-27.15, 9.00 FEET (2.74 M) NORTH OF THE NORTH EDGE OF PAVEMENT
 AJ2583'OF EAST BOUND LANES.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2583'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2584 ***********************************************************************
 AJ2584  DESIGNATION -  46
 AJ2584  PID         -  AJ2584
 AJ2584  STATE/COUNTY-  TN/SHELBY
 AJ2584  USGS QUAD   -  ARLINGTON (1973)
 AJ2584
 AJ2584                         *CURRENT SURVEY CONTROL
 AJ2584  ___________________________________________________________________
 AJ2584* NAD 83(1995)-  35 15 57.54193(N)    089 43 16.74133(W)     ADJUSTED  
 AJ2584* NAVD 88     -        89.2    (meters)     293.     (feet)  GPS OBS   
 AJ2584  ___________________________________________________________________
 AJ2584  X           -      25,358.005 (meters)                     COMP
 AJ2584  Y           -  -5,213,433.950 (meters)                     COMP
 AJ2584  Z           -   3,662,035.663 (meters)                     COMP
 AJ2584  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AJ2584  ELLIP HEIGHT-          61.88  (meters)          (04/26/01) GPS OBS
 AJ2584  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ2584
 AJ2584  HORZ ORDER  -  FIRST
 AJ2584  ELLP ORDER  -  FOURTH    CLASS I
 AJ2584
 AJ2584.The horizontal coordinates were established by GPS observations
 AJ2584.and adjusted by the National Geodetic Survey in April 2001..
 AJ2584
 AJ2584.The orthometric height was determined by GPS observations and a
 AJ2584.high-resolution geoid model.
 AJ2584
 AJ2584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2584
 AJ2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2584
 AJ2584.The ellipsoidal height was determined by GPS observations
 AJ2584.and is referenced to NAD 83.
 AJ2584
 AJ2584.The geoid height was determined by GEOID03.
 AJ2584
 AJ2584;                    North         East     Units Scale Factor Converg.
 AJ2584;SPC TN       -   109,914.700   261,473.261   MT  0.99999722   -2 10 43.0
 AJ2584;SPC TN       -   360,611.81    857,850.19   sFT  0.99999722   -2 10 43.0
 AJ2584;UTM  16      - 3,905,936.078   252,450.283   MT  1.00035528   -1 34 19.2
 AJ2584
 AJ2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2584!SPC TN       -   0.99999029  x   0.99999722  =   0.99998751
 AJ2584!UTM  16      -   0.99999029  x   1.00035528  =   1.00034556
 AJ2584
 AJ2584                          SUPERSEDED SURVEY CONTROL
 AJ2584
 AJ2584.No superseded survey control is available for this station.
 AJ2584
 AJ2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5245005936(NAD 83)
 AJ2584_MARKER: DD = SURVEY DISK
 AJ2584_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2584+WITH SETTING: INFORMATION.
 AJ2584_STAMPING: 046
 AJ2584_MARK LOGO: MLGW  
 AJ2584_PROJECTION: FLUSH
 AJ2584_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2584+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 AJ2584_ROD/PIPE-DEPTH:  0.8 meters
 AJ2584
 AJ2584  HISTORY     - Date     Condition        Report By
 AJ2584  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2584  HISTORY     - 20030507 GOOD             TN1620
 AJ2584
 AJ2584                          STATION DESCRIPTION
 AJ2584
 AJ2584'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2584'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF SHELBY COUNTY IN
 AJ2584'LAKELAND TENNESSEE.
 AJ2584'TO REACH THE STATION FROM THE INTERSECTION OF CANADA ROAD AND HIGHWAY
 AJ2584'70 (HWY 70-79) PROCEED EASTERLY ON HWY 70 FOR APPROXIMATELY 1.80 MILE
 AJ2584'(2.90 KM) TO EVERGREEN ROAD (EVERGREEN ROAD TO NORTH) .  THE STATION
 AJ2584'IS ON THE LEFT.
 AJ2584'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2584'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2584'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 680.50 FEET (207.42 M)
 AJ2584'WEST OF THE CENTERLINE OF EVERGREEN ROAD, 80.00 FEET (24.38 M)
 AJ2584'SOUTHWEST OF A WOOD LIGHT POLE NO.  206896, 68.20 FEET (20.79 M) NORTH
 AJ2584'OF A FIRE HYDRANT, 59.30 FEET (18.07 M) WEST OF A GRAVEL DRIVEWAY TO
 AJ2584'ADDRESS 10230 HIGHWAY 70, 42.00 FEET (12.80 M) WEST OF A WOOD POWER
 AJ2584'POLE NO.  36447, 32.40 FEET (9.88 M) NORTH OF THE CENTERLINE OF HWY
 AJ2584'70.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2584
 AJ2584                          STATION RECOVERY (2003)
 AJ2584
 AJ2584'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0953 ***********************************************************************
 GB0953  DESIGNATION -  46 RHP
 GB0953  PID         -  GB0953
 GB0953  STATE/COUNTY-  TN/FENTRESS
 GB0953  USGS QUAD   -  JAMESTOWN (1979)
 GB0953
 GB0953                         *CURRENT SURVEY CONTROL
 GB0953  ___________________________________________________________________
 GB0953* NAD 83(1986)-  36 27 12.     (N)    084 54 46.     (W)     SCALED    
 GB0953* NAVD 88     -       537.837  (meters)    1764.55   (feet)  ADJUSTED  
 GB0953  ___________________________________________________________________
 GB0953  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB0953  DYNAMIC HT  -         537.364 (meters)    1763.00  (feet)  COMP
 GB0953  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 GB0953
 GB0953  VERT ORDER  -  SECOND    CLASS 0
 GB0953
 GB0953.The horizontal coordinates were scaled from a topographic map and have
 GB0953.an estimated accuracy of +/- 6 seconds.
 GB0953
 GB0953.The orthometric height was determined by differential leveling
 GB0953.and adjusted by the National Geodetic Survey in June 1991..
 GB0953
 GB0953.The geoid height was determined by GEOID03.
 GB0953
 GB0953.The dynamic height is computed by dividing the NAVD 88
 GB0953.geopotential number by the normal gravity value computed on the
 GB0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0953.degrees latitude (g = 980.6199 gals.).
 GB0953
 GB0953.The modeled gravity was interpolated from observed gravity values.
 GB0953
 GB0953;                    North         East    Units  Estimated Accuracy
 GB0953;SPC TN       -   235,760.      697,460.      MT  (+/- 180 meters Scaled)
 GB0953
 GB0953                          SUPERSEDED SURVEY CONTROL
 GB0953
 GB0953  NGVD 29 (??/??/92)  537.944  (m)         1764.90   (f) ADJ UNCH    2 0
 GB0953
 GB0953.Superseded values are not recommended for survey control.
 GB0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0953.See file dsdata.txt to determine how the superseded data were derived.
 GB0953
 GB0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF870362(NAD 83)
 GB0953_MARKER: DD = SURVEY DISK
 GB0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0953_STAMPING: 46 RHP 1950 1764.905
 GB0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0953+STABILITY: SURFACE MOTION
 GB0953
 GB0953  HISTORY     - Date     Condition        Report By
 GB0953  HISTORY     - 1950     MONUMENTED       USGS
 GB0953  HISTORY     - 1958     GOOD             NGS
 GB0953
 GB0953                          STATION DESCRIPTION
 GB0953
 GB0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GB0953'2.5 MI NE FROM JAMESTOWN.
 GB0953'0.2 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE AT
 GB0953'JAMESTOWN, THENCE 0.15 MILE EAST ALONG CHURCH AVE., THENCE 2.15
 GB0953'MILES NORTHEAST ALONG GRAVEL ROAD, 2.65 MILES SOUTHWEST OF THE
 GB0953'SCHOOL AT EAST JAMESTOWN, 15 FEET NORTHWEST OF THE CENTER OF ROAD
 GB0953'AND ALONG THE SHOULDER OF ROAD, ABOUT 12 FEET SOUTHEAST OF THE
 GB0953'CENTER OF OLD RAILROAD GRADE, TRACKS HAVE BEEN REMOVED, A NEW
 GB0953'ROAD HAS BEEN CONSTRUCTED AND THE MARK IS NOW ABOUT 10 INCHES
 GB0953'ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1635 ***********************************************************************
 GC1635  DESIGNATION -  461.9
 GC1635  PID         -  GC1635
 GC1635  STATE/COUNTY-  TN/HUMPHREYS
 GC1635  USGS QUAD   -  HALLS CREEK (1973)
 GC1635
 GC1635                         *CURRENT SURVEY CONTROL
 GC1635  ___________________________________________________________________
 GC1635* NAD 83(1986)-  36 09 25.     (N)    087 46 21.     (W)     SCALED    
 GC1635* NAVD 88     -       140.704  (meters)     461.63   (feet)  ADJUSTED  
 GC1635  ___________________________________________________________________
 GC1635  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1635  DYNAMIC HT  -         140.583 (meters)     461.23  (feet)  COMP
 GC1635  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC1635
 GC1635  VERT ORDER  -  SECOND    CLASS 0
 GC1635
 GC1635.The horizontal coordinates were scaled from a topographic map and have
 GC1635.an estimated accuracy of +/- 6 seconds.
 GC1635
 GC1635.The orthometric height was determined by differential leveling
 GC1635.and adjusted by the National Geodetic Survey in June 1991..
 GC1635
 GC1635.The geoid height was determined by GEOID03.
 GC1635
 GC1635.The dynamic height is computed by dividing the NAVD 88
 GC1635.geopotential number by the normal gravity value computed on the
 GC1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1635.degrees latitude (g = 980.6199 gals.).
 GC1635
 GC1635.The modeled gravity was interpolated from observed gravity values.
 GC1635
 GC1635;                    North         East    Units  Estimated Accuracy
 GC1635;SPC TN       -   203,770.      440,520.      MT  (+/- 180 meters Scaled)
 GC1635
 GC1635                          SUPERSEDED SURVEY CONTROL
 GC1635
 GC1635  NGVD 29 (??/??/92)  140.738  (m)          461.74   (f) ADJ UNCH    2 0
 GC1635
 GC1635.Superseded values are not recommended for survey control.
 GC1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1635.See file dsdata.txt to determine how the superseded data were derived.
 GC1635
 GC1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF305016(NAD 83)
 GC1635_MARKER: DD = SURVEY DISK
 GC1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1635_SP_SET: BRIDGE
 GC1635_STAMPING: 461.886 TT 4 RS 1935
 GC1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1635
 GC1635  HISTORY     - Date     Condition        Report By
 GC1635  HISTORY     - 1935     MONUMENTED       USGS
 GC1635  HISTORY     - 1934     GOOD             NGS
 GC1635
 GC1635                          STATION DESCRIPTION
 GC1635
 GC1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1635'5.5 MI N FROM WAVERLY.
 GC1635'5.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1635'COUNTY, AT THE BRIDGE OVER RICHLAND CREEK, AND IN THE TOP OF THE
 GC1635'SOUTHWEST CONCRETE WING WALL.  A UNITES STATES GEOLOGICAL SURVEY
 GC1635'STANDARD DISK, STAMPED 461.886 TT 4 RS 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1669 ***********************************************************************
 FE1669  DESIGNATION -  46=51/1 BOLT
 FE1669  PID         -  FE1669
 FE1669  STATE/COUNTY-  TN/TIPTON
 FE1669  USGS QUAD   -  NODENA (1983)
 FE1669
 FE1669                         *CURRENT SURVEY CONTROL
 FE1669  ___________________________________________________________________
 FE1669* NAD 83(1986)-  35 30 55.     (N)    089 53 14.     (W)     SCALED    
 FE1669* NAVD 88     -       103.248  (meters)     338.74   (feet)  ADJUSTED  
 FE1669  ___________________________________________________________________
 FE1669  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1669  DYNAMIC HT  -         103.158 (meters)     338.44  (feet)  COMP
 FE1669  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 FE1669
 FE1669  VERT ORDER  -  FIRST     CLASS II
 FE1669
 FE1669.The horizontal coordinates were scaled from a topographic map and have
 FE1669.an estimated accuracy of +/- 6 seconds.
 FE1669
 FE1669.The orthometric height was determined by differential leveling
 FE1669.and adjusted by the National Geodetic Survey in June 1991..
 FE1669
 FE1669.The geoid height was determined by GEOID03.
 FE1669
 FE1669.The dynamic height is computed by dividing the NAVD 88
 FE1669.geopotential number by the normal gravity value computed on the
 FE1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1669.degrees latitude (g = 980.6199 gals.).
 FE1669
 FE1669.The modeled gravity was interpolated from observed gravity values.
 FE1669
 FE1669;                    North         East    Units  Estimated Accuracy
 FE1669;SPC TN       -   138,140.      247,490.      MT  (+/- 180 meters Scaled)
 FE1669
 FE1669                          SUPERSEDED SURVEY CONTROL
 FE1669
 FE1669  NGVD 29 (??/??/??)  103.220  (m)          338.65   (f) ADJUSTED    1 2
 FE1669
 FE1669.Superseded values are not recommended for survey control.
 FE1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1669.See file dsdata.txt to determine how the superseded data were derived.
 FE1669
 FE1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE381340(NAD 83)
 FE1669_MARKER: B = BOLT
 FE1669_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1669_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1669_STAMPING: PBM
 FE1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1669
 FE1669  HISTORY     - Date     Condition        Report By
 FE1669  HISTORY     - UNK      MONUMENTED       MRC
 FE1669  HISTORY     - 1957     GOOD             CGS
 FE1669
 FE1669                          STATION DESCRIPTION
 FE1669
 FE1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1669'0.4 MI SW FROM RANDOLPH.
 FE1669'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1669'CHURCH AT RANDOLPH, THENCE 0.25 MILE SOUTHWEST ALONG A GRAVEL
 FE1669'ROAD, 0.1 MILE NORTH-NORTHWEST AND ACROSS A PASTURE FROM THE
 FE1669'ROAD, NEAR THE NORTH END OF A HIGH NARROW RIDGE BETWEEN THE
 FE1669'MISSISSIPPI RIVER AND THE SOUTHWEST-NORTHEAST GRAVEL ROAD, ABOUT
 FE1669'120 YARDS EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER, ABOUT
 FE1669'0.1 MILE NORTH-NORTHWEST OF THE W.A. NEEDHAM RESIDENCE AND ON
 FE1669'MR. NEEDHAM PROPERTY, 74 FEET NORTH OF THE CENTER LINE OF TOP OF
 FE1669'RIDGE AT CROSSING OF A FENCE LINE, 19 FEET SOUTH-SOUTHEAST OF A
 FE1669'BLAZED 14-INCH GUM TREE, 43 FEET SOUTH OF THE NORTH END OF A
 FE1669'RIDGE, A COPPER BOLT DIRECTLY UNDER A MRC PIPE AND CAP WHICH
 FE1669'PROJECTS 24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1668 ***********************************************************************
 FE1668  DESIGNATION -  46=51/1 CAP
 FE1668  PID         -  FE1668
 FE1668  STATE/COUNTY-  TN/TIPTON
 FE1668  USGS QUAD   -  NODENA (1983)
 FE1668
 FE1668                         *CURRENT SURVEY CONTROL
 FE1668  ___________________________________________________________________
 FE1668* NAD 83(1986)-  35 30 55.     (N)    089 53 14.     (W)     SCALED    
 FE1668* NAVD 88     -       104.467  (meters)     342.74   (feet)  ADJUSTED  
 FE1668  ___________________________________________________________________
 FE1668  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1668  DYNAMIC HT  -         104.376 (meters)     342.44  (feet)  COMP
 FE1668  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 FE1668
 FE1668  VERT ORDER  -  FIRST     CLASS II
 FE1668
 FE1668.The horizontal coordinates were scaled from a topographic map and have
 FE1668.an estimated accuracy of +/- 6 seconds.
 FE1668
 FE1668.The orthometric height was determined by differential leveling
 FE1668.and adjusted by the National Geodetic Survey in June 1991..
 FE1668
 FE1668.The geoid height was determined by GEOID03.
 FE1668
 FE1668.The dynamic height is computed by dividing the NAVD 88
 FE1668.geopotential number by the normal gravity value computed on the
 FE1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1668.degrees latitude (g = 980.6199 gals.).
 FE1668
 FE1668.The modeled gravity was interpolated from observed gravity values.
 FE1668
 FE1668;                    North         East    Units  Estimated Accuracy
 FE1668;SPC TN       -   138,140.      247,490.      MT  (+/- 180 meters Scaled)
 FE1668
 FE1668                          SUPERSEDED SURVEY CONTROL
 FE1668
 FE1668  NGVD 29 (??/??/??)  104.433  (m)          342.63   (f) ADJUSTED    1 2
 FE1668
 FE1668.Superseded values are not recommended for survey control.
 FE1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1668.See file dsdata.txt to determine how the superseded data were derived.
 FE1668
 FE1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE381340(NAD 83)
 FE1668_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1668_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1668_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1668_STAMPING: PBM
 FE1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1668
 FE1668  HISTORY     - Date     Condition        Report By
 FE1668  HISTORY     - UNK      MONUMENTED       MRC
 FE1668  HISTORY     - 1957     GOOD             CGS
 FE1668  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1668
 FE1668                          STATION DESCRIPTION
 FE1668
 FE1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1668'0.4 MI SW FROM RANDOLPH.
 FE1668'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1668'CHURCH AT RANDOLPH, THENCE 0.25 MILE SOUTHWEST ALONG A GRAVEL
 FE1668'ROAD, 0.1 MILE NORTH-NORTHWEST AND ACROSS A PASTURE FROM THE
 FE1668'ROAD, NEAR THE NORTH END OF A HIGH NARROW RIDGE BETWEEN THE
 FE1668'MISSISSIPPI RIVER AND THE SOUTHWEST-NORTHEAST GRAVEL ROAD, ABOUT
 FE1668'120 YARDS EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER, ABOUT
 FE1668'0.1 MILE NORTH-NORTHWEST OF THE W.A. NEEDHAM RESIDENCE AND ON
 FE1668'MR. NEEDHAM PROPERTY, 74 FEET NORTH OF THE CENTER LINE OF TOP OF
 FE1668'RIDGE AT CROSSING OF A FENCE LINE, 19 FEET SOUTH-SOUTHEAST OF A
 FE1668'BLAZED 14-INCH GUM TREE, 43 FEET SOUTH OF THE NORTH END OF A
 FE1668'RIDGE, A MRC PIPE AND CAP WHICH PROJECTS 24 INCHES ABOVE THE
 FE1668'GROUND.
 FE1668
 FE1668                          STATION RECOVERY (2002)
 FE1668
 FE1668'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2585 ***********************************************************************
 AJ2585  DESIGNATION -  47
 AJ2585  PID         -  AJ2585
 AJ2585  STATE/COUNTY-  TN/SHELBY
 AJ2585  USGS QUAD   -  BRUNSWICK (1993)
 AJ2585
 AJ2585                         *CURRENT SURVEY CONTROL
 AJ2585  ___________________________________________________________________
 AJ2585* NAD 83(1995)-  35 15 41.45475(N)    089 47 09.72374(W)     ADJUSTED  
 AJ2585* NAVD 88     -        80.88   (meters)     265.4    (feet)  LEVELING  
 AJ2585  ___________________________________________________________________
 AJ2585  X           -      19,470.301 (meters)                     COMP
 AJ2585  Y           -  -5,213,738.666 (meters)                     COMP
 AJ2585  Z           -   3,661,626.023 (meters)                     COMP
 AJ2585  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AJ2585  ELLIP HEIGHT-          53.51  (meters)          (04/26/01) GPS OBS
 AJ2585  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ2585
 AJ2585  HORZ ORDER  -  FIRST
 AJ2585  VERT ORDER  -  THIRD ?
 AJ2585  ELLP ORDER  -  FOURTH    CLASS I
 AJ2585
 AJ2585.The horizontal coordinates were established by GPS observations
 AJ2585.and adjusted by the National Geodetic Survey in April 2001..
 AJ2585
 AJ2585.The orthometric height was determined by differential leveling.
 AJ2585.The vertical network tie was performed by a horz. field party for horz.
 AJ2585.obs reductions. Reset procedures were used to establish the elevation.
 AJ2585
 AJ2585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2585
 AJ2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2585
 AJ2585.The ellipsoidal height was determined by GPS observations
 AJ2585.and is referenced to NAD 83.
 AJ2585
 AJ2585.The geoid height was determined by GEOID03.
 AJ2585
 AJ2585;                    North         East     Units Scale Factor Converg.
 AJ2585;SPC TN       -   109,645.098   255,569.688   MT  0.99999799   -2 12 59.4
 AJ2585;SPC TN       -   359,727.29    838,481.55   sFT  0.99999799   -2 12 59.4
 AJ2585;UTM  16      - 3,905,603.834   246,547.680   MT  1.00039174   -1 36 33.3
 AJ2585
 AJ2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2585!SPC TN       -   0.99999160  x   0.99999799  =   0.99998959
 AJ2585!UTM  16      -   0.99999160  x   1.00039174  =   1.00038334
 AJ2585
 AJ2585                          SUPERSEDED SURVEY CONTROL
 AJ2585
 AJ2585.No superseded survey control is available for this station.
 AJ2585
 AJ2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4654805604(NAD 83)
 AJ2585_MARKER: DD = SURVEY DISK
 AJ2585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2585+WITH SETTING: INFORMATION.
 AJ2585_STAMPING: 047
 AJ2585_MARK LOGO: MLGW  
 AJ2585_PROJECTION: FLUSH
 AJ2585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2585+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AJ2585_ROD/PIPE-DEPTH:  0.8 meters
 AJ2585
 AJ2585  HISTORY     - Date     Condition        Report By
 AJ2585  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2585  HISTORY     - 20030423 GOOD             TN1620
 AJ2585
 AJ2585                          STATION DESCRIPTION
 AJ2585
 AJ2585'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2585'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY IN
 AJ2585'ARLINGTON TENNESSEE.
 AJ2585'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN ROAD AND OLD
 AJ2585'BROWNSVILLE ROAD PROCEED WEST ON OLD BROWNSVILLE ROAD APPROXIMATELY
 AJ2585'0.10 MILES.  (0.16 KM) THE STATION IS ON THE RIGHT.
 AJ2585'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2585'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2585'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 461.60 FEET (140.70 M)
 AJ2585'WEST OF THE CENTERLINE OF GERMANTOWN ROAD, 319.50 FEET (97.38 M) WEST
 AJ2585'OF THE CENTERLINE OF RR TRACKS, 98.00 FEET (29.87 M) WEST OF THE
 AJ2585'CENTERLINE OF A GRAVEL DRIVEWAY TO ADDRESS 8310 OLD BROWNSVILLE ROAD,
 AJ2585'28.00 FEET (8.53 M) EAST OF A WOOD POWER POLE, 22.00 FEET (6.71 M)
 AJ2585'NORTH OF THE CENTERLINE OF OLD BROWNSVILLE ROAD. THE CAP AND CONCRETE
 AJ2585'ARE SET FLUSH WITH THE GROUND.
 AJ2585
 AJ2585                          STATION RECOVERY (2003)
 AJ2585
 AJ2585'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (EM)
 AJ2585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0956 ***********************************************************************
 GB0956  DESIGNATION -  47 RHP
 GB0956  PID         -  GB0956
 GB0956  STATE/COUNTY-  TN/FENTRESS
 GB0956  USGS QUAD   -  JAMESTOWN (1979)
 GB0956
 GB0956                         *CURRENT SURVEY CONTROL
 GB0956  ___________________________________________________________________
 GB0956* NAD 83(1986)-  36 27 57.     (N)    084 52 36.     (W)     SCALED    
 GB0956* NAVD 88     -       529.484  (meters)    1737.15   (feet)  ADJUSTED  
 GB0956  ___________________________________________________________________
 GB0956  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0956  DYNAMIC HT  -         529.026 (meters)    1735.65  (feet)  COMP
 GB0956  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 GB0956
 GB0956  VERT ORDER  -  SECOND    CLASS 0
 GB0956
 GB0956.The horizontal coordinates were scaled from a topographic map and have
 GB0956.an estimated accuracy of +/- 6 seconds.
 GB0956
 GB0956.The orthometric height was determined by differential leveling
 GB0956.and adjusted by the National Geodetic Survey in June 1991..
 GB0956
 GB0956.The geoid height was determined by GEOID03.
 GB0956
 GB0956.The dynamic height is computed by dividing the NAVD 88
 GB0956.geopotential number by the normal gravity value computed on the
 GB0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0956.degrees latitude (g = 980.6199 gals.).
 GB0956
 GB0956.The modeled gravity was interpolated from observed gravity values.
 GB0956
 GB0956;                    North         East    Units  Estimated Accuracy
 GB0956;SPC TN       -   237,180.      700,680.      MT  (+/- 180 meters Scaled)
 GB0956
 GB0956                          SUPERSEDED SURVEY CONTROL
 GB0956
 GB0956  NGVD 29 (??/??/92)  529.600  (m)         1737.53   (f) ADJ UNCH    2 0
 GB0956
 GB0956.Superseded values are not recommended for survey control.
 GB0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0956.See file dsdata.txt to determine how the superseded data were derived.
 GB0956
 GB0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF902377(NAD 83)
 GB0956_MARKER: DD = SURVEY DISK
 GB0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0956_STAMPING: 47 RHP 1738 1950 1737.529
 GB0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0956+STABILITY: SURFACE MOTION
 GB0956
 GB0956  HISTORY     - Date     Condition        Report By
 GB0956  HISTORY     - 1950     MONUMENTED       USGS
 GB0956  HISTORY     - 1951     GOOD             NGS
 GB0956  HISTORY     - 1958     POOR             NGS
 GB0956
 GB0956                          STATION DESCRIPTION
 GB0956
 GB0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0956'AT EAST JAMESTOWN.
 GB0956'AT EAST JAMESTOWN, ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM
 GB0956'THE POST OFFICE, AT EAST JAMESTOWN SCHOOL, 77 FEET NORTH OF CENTER
 GB0956'LINE OF ROAD, 70 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER,
 GB0956'49 FEET WEST OF NORTHWEST CORNER OF A WELL HOUSE, 2.3 FEET
 GB0956'SOUTH OF SOUTH FACE OF SCHOOL BUILDING, ABOUT 2 1/2 FEET ABOVE
 GB0956'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 GB0956
 GB0956                          STATION RECOVERY (1958)
 GB0956
 GB0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0956'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2478 ***********************************************************************
 GA2478  DESIGNATION -  47710
 GA2478  PID         -  GA2478
 GA2478  STATE/COUNTY-  TN/KNOX
 GA2478  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2478
 GA2478                         *CURRENT SURVEY CONTROL
 GA2478  ___________________________________________________________________
 GA2478* NAD 83(1986)-  36 06 25.     (N)    083 58 27.     (W)     SCALED    
 GA2478* NAVD 88     -       326.659  (meters)    1071.71   (feet)  ADJUSTED  
 GA2478  ___________________________________________________________________
 GA2478  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2478  DYNAMIC HT  -         326.356 (meters)    1070.72  (feet)  COMP
 GA2478  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 GA2478
 GA2478  VERT ORDER  -  SECOND    CLASS 0
 GA2478
 GA2478.The horizontal coordinates were scaled from a topographic map and have
 GA2478.an estimated accuracy of +/- 6 seconds.
 GA2478
 GA2478.The orthometric height was determined by differential leveling
 GA2478.and adjusted by the National Geodetic Survey in June 1991..
 GA2478
 GA2478.The geoid height was determined by GEOID03.
 GA2478
 GA2478.The dynamic height is computed by dividing the NAVD 88
 GA2478.geopotential number by the normal gravity value computed on the
 GA2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2478.degrees latitude (g = 980.6199 gals.).
 GA2478
 GA2478.The modeled gravity was interpolated from observed gravity values.
 GA2478
 GA2478;                    North         East    Units  Estimated Accuracy
 GA2478;SPC TN       -   198,670.      782,390.      MT  (+/- 180 meters Scaled)
 GA2478
 GA2478                          SUPERSEDED SURVEY CONTROL
 GA2478
 GA2478  NGVD 29 (??/??/92)  326.771  (m)         1072.08   (f) ADJ UNCH    2 0
 GA2478
 GA2478.Superseded values are not recommended for survey control.
 GA2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2478.See file dsdata.txt to determine how the superseded data were derived.
 GA2478
 GA2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV322999(NAD 83)
 GA2478_MARKER: DD = SURVEY DISK
 GA2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2478_STAMPING: WPA 47710
 GA2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2478+STABILITY: SURFACE MOTION
 GA2478
 GA2478  HISTORY     - Date     Condition        Report By
 GA2478  HISTORY     - UNK      MONUMENTED       TNDG
 GA2478  HISTORY     - 1965     GOOD             TNHD
 GA2478
 GA2478                          STATION DESCRIPTION
 GA2478
 GA2478'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2478'3.6 MI NW FROM KNOXVILLE.
 GA2478'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 33 NEAR
 GA2478'HALLS CROSSROAD, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 3.6 MILES
 GA2478'TO THE INTERSECTION OF ANDERSONVILLE PIKE, AND THE MARK ON THE
 GA2478'RIGHT.  THE MARK IS 51 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 GA2478'CENTER OF ANDERSONVILLE PIKE, 17 FEET NORTHEAST OF THE APPROXIMATE
 GA2478'CENTER OF U.S. HIGHWAY 441, AND 14 FEET SOUTHWEST OF A 10-INCH
 GA2478'CEDAR TREE.  THE MARK IS SET IN A 4-INCH SQUARE, FLUSH, CONCRETE
 GA2478'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0675 ***********************************************************************
 GB0675  DESIGNATION -  47810
 GB0675  PID         -  GB0675
 GB0675  STATE/COUNTY-  TN/KNOX
 GB0675  USGS QUAD   -  POWELL (1976)
 GB0675
 GB0675                         *CURRENT SURVEY CONTROL
 GB0675  ___________________________________________________________________
 GB0675* NAD 83(1986)-  36 03 39.     (N)    084 00 21.     (W)     SCALED    
 GB0675* NAVD 88     -       365.570  (meters)    1199.37   (feet)  ADJUSTED  
 GB0675  ___________________________________________________________________
 GB0675  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GB0675  DYNAMIC HT  -         365.230 (meters)    1198.26  (feet)  COMP
 GB0675  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 GB0675
 GB0675  VERT ORDER  -  SECOND    CLASS 0
 GB0675
 GB0675.The horizontal coordinates were scaled from a topographic map and have
 GB0675.an estimated accuracy of +/- 6 seconds.
 GB0675
 GB0675.The orthometric height was determined by differential leveling
 GB0675.and adjusted by the National Geodetic Survey in June 1991..
 GB0675
 GB0675.The geoid height was determined by GEOID03.
 GB0675
 GB0675.The dynamic height is computed by dividing the NAVD 88
 GB0675.geopotential number by the normal gravity value computed on the
 GB0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0675.degrees latitude (g = 980.6199 gals.).
 GB0675
 GB0675.The modeled gravity was interpolated from observed gravity values.
 GB0675
 GB0675;                    North         East    Units  Estimated Accuracy
 GB0675;SPC TN       -   193,500.      779,640.      MT  (+/- 180 meters Scaled)
 GB0675
 GB0675                          SUPERSEDED SURVEY CONTROL
 GB0675
 GB0675  NGVD 29 (??/??/92)  365.682  (m)         1199.74   (f) ADJ UNCH    2 0
 GB0675
 GB0675.Superseded values are not recommended for survey control.
 GB0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0675.See file dsdata.txt to determine how the superseded data were derived.
 GB0675
 GB0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE696948(NAD 83)
 GB0675_MARKER: DD = SURVEY DISK
 GB0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0675_STAMPING: 47810
 GB0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0675+STABILITY: SURFACE MOTION
 GB0675
 GB0675  HISTORY     - Date     Condition        Report By
 GB0675  HISTORY     - UNK      MONUMENTED       TNGS
 GB0675  HISTORY     - 1961     GOOD             NGS
 GB0675
 GB0675                          STATION DESCRIPTION
 GB0675
 GB0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0675'5.6 MI NW FROM INSKIP.
 GB0675'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0675'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0675'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 1.0 MILE NORTHWEST ON
 GB0675'CONNER ROAD TO A HOUSE JUST BEFORE REACHING THE CREST OF A HILL.
 GB0675'THE BENCH MARK IS 52 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF
 GB0675'THE HOUSE, 14 FT. WEST OF THE CENTER OF CONNER ROAD, 11 FT. NORTH
 GB0675'OF THE CENTER OF A PRIVATE DRIVE, AND 2 FT. NORTH OF THE CORNER
 GB0675'OF A WOOD FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB0675'PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0680 ***********************************************************************
 GB0680  DESIGNATION -  47812
 GB0680  PID         -  GB0680
 GB0680  STATE/COUNTY-  TN/KNOX
 GB0680  USGS QUAD   -  POWELL (1976)
 GB0680
 GB0680                         *CURRENT SURVEY CONTROL
 GB0680  ___________________________________________________________________
 GB0680* NAD 83(1986)-  36 04 38.     (N)    084 01 02.     (W)     SCALED    
 GB0680* NAVD 88     -       277.431  (meters)     910.20   (feet)  ADJUSTED  
 GB0680  ___________________________________________________________________
 GB0680  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0680  DYNAMIC HT  -         277.173 (meters)     909.36  (feet)  COMP
 GB0680  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GB0680
 GB0680  VERT ORDER  -  SECOND    CLASS 0
 GB0680
 GB0680.The horizontal coordinates were scaled from a topographic map and have
 GB0680.an estimated accuracy of +/- 6 seconds.
 GB0680
 GB0680.The orthometric height was determined by differential leveling
 GB0680.and adjusted by the National Geodetic Survey in June 1991..
 GB0680
 GB0680.The geoid height was determined by GEOID03.
 GB0680
 GB0680.The dynamic height is computed by dividing the NAVD 88
 GB0680.geopotential number by the normal gravity value computed on the
 GB0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0680.degrees latitude (g = 980.6199 gals.).
 GB0680
 GB0680.The modeled gravity was interpolated from observed gravity values.
 GB0680
 GB0680;                    North         East    Units  Estimated Accuracy
 GB0680;SPC TN       -   195,290.      778,580.      MT  (+/- 180 meters Scaled)
 GB0680
 GB0680                          SUPERSEDED SURVEY CONTROL
 GB0680
 GB0680  NGVD 29 (??/??/92)  277.540  (m)          910.56   (f) ADJ UNCH    2 0
 GB0680
 GB0680.Superseded values are not recommended for survey control.
 GB0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0680.See file dsdata.txt to determine how the superseded data were derived.
 GB0680
 GB0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE686966(NAD 83)
 GB0680_MARKER: DD = SURVEY DISK
 GB0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0680_STAMPING: 47812
 GB0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0680+STABILITY: SURFACE MOTION
 GB0680
 GB0680  HISTORY     - Date     Condition        Report By
 GB0680  HISTORY     - UNK      MONUMENTED       TNGS
 GB0680  HISTORY     - 1961     GOOD             NGS
 GB0680
 GB0680                          STATION DESCRIPTION
 GB0680
 GB0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0680'7.2 MI NW FROM INSKIP.
 GB0680'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0680'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0680'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 2.65 MILE NORTHWEST ON
 GB0680'CONNER ROAD.  THE BENCH MARK IS ABOUT 250 FT. NORTHWEST OF A
 GB0680'CREEK THAT CROSSES THE ROAD, 39 FT. SOUTHEAST OF THE SOUTHEAST
 GB0680'END OF A CORROGATED PIPE CULVERT UNDER THE ROAD, 15 FT. NORTHEAST
 GB0680'OF THE CENTER OF THE GRAVELED ROAD, AND 0.5 FT. WEST OF A WITNESS
 GB0680'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 GB0680'INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0682 ***********************************************************************
 GB0682  DESIGNATION -  47813
 GB0682  PID         -  GB0682
 GB0682  STATE/COUNTY-  TN/KNOX
 GB0682  USGS QUAD   -  POWELL (1976)
 GB0682
 GB0682                         *CURRENT SURVEY CONTROL
 GB0682  ___________________________________________________________________
 GB0682* NAD 83(1986)-  36 05 03.     (N)    084 01 06.     (W)     SCALED    
 GB0682* NAVD 88     -       276.875  (meters)     908.38   (feet)  ADJUSTED  
 GB0682  ___________________________________________________________________
 GB0682  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0682  DYNAMIC HT  -         276.618 (meters)     907.54  (feet)  COMP
 GB0682  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB0682
 GB0682  VERT ORDER  -  SECOND    CLASS 0
 GB0682
 GB0682.The horizontal coordinates were scaled from a topographic map and have
 GB0682.an estimated accuracy of +/- 6 seconds.
 GB0682
 GB0682.The orthometric height was determined by differential leveling
 GB0682.and adjusted by the National Geodetic Survey in June 1991..
 GB0682
 GB0682.The geoid height was determined by GEOID03.
 GB0682
 GB0682.The dynamic height is computed by dividing the NAVD 88
 GB0682.geopotential number by the normal gravity value computed on the
 GB0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0682.degrees latitude (g = 980.6199 gals.).
 GB0682
 GB0682.The modeled gravity was interpolated from observed gravity values.
 GB0682
 GB0682;                    North         East    Units  Estimated Accuracy
 GB0682;SPC TN       -   196,060.      778,470.      MT  (+/- 180 meters Scaled)
 GB0682
 GB0682                          SUPERSEDED SURVEY CONTROL
 GB0682
 GB0682  NGVD 29 (??/??/92)  276.984  (m)          908.74   (f) ADJ UNCH    2 0
 GB0682
 GB0682.Superseded values are not recommended for survey control.
 GB0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0682.See file dsdata.txt to determine how the superseded data were derived.
 GB0682
 GB0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE684974(NAD 83)
 GB0682_MARKER: DD = SURVEY DISK
 GB0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0682_STAMPING: 47813
 GB0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0682+STABILITY: SURFACE MOTION
 GB0682
 GB0682  HISTORY     - Date     Condition        Report By
 GB0682  HISTORY     - UNK      MONUMENTED       TNDG
 GB0682  HISTORY     - 1961     GOOD             NGS
 GB0682
 GB0682                          STATION DESCRIPTION
 GB0682
 GB0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0682'7.9 MI NW FROM INSKIP.
 GB0682'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0682'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN 0.75
 GB0682'MILE NORTHEAST ON EMORY ROAD, THEN 3.1 MILES NORTHWEST ON CONNER
 GB0682'ROAD, THEN 0.2 MILES EAST ON BRUSHY VALLEY ROAD.  THE BENCH MARK
 GB0682'IS 57 FT. NORTHEAST OF POWER LINE POLE 29 WITH A GUY WIRE, 17 FT.
 GB0682'NORTHWEST OF THE CENTER OF BRUSHY VALLEY ROAD, 2.6 FT. NORTHEAST
 GB0682'OF A FENCE CORNER POST, AND 0.5 FT. NORTH OF A WITNESS SIGN.  THE
 GB0682'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT
 GB0682'3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0683 ***********************************************************************
 GB0683  DESIGNATION -  47814
 GB0683  PID         -  GB0683
 GB0683  STATE/COUNTY-  TN/KNOX
 GB0683  USGS QUAD   -  POWELL (1976)
 GB0683
 GB0683                         *CURRENT SURVEY CONTROL
 GB0683  ___________________________________________________________________
 GB0683* NAD 83(1986)-  36 05 09.     (N)    084 00 56.     (W)     SCALED    
 GB0683* NAVD 88     -       278.373  (meters)     913.30   (feet)  ADJUSTED  
 GB0683  ___________________________________________________________________
 GB0683  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0683  DYNAMIC HT  -         278.114 (meters)     912.45  (feet)  COMP
 GB0683  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB0683
 GB0683  VERT ORDER  -  SECOND    CLASS 0
 GB0683
 GB0683.The horizontal coordinates were scaled from a topographic map and have
 GB0683.an estimated accuracy of +/- 6 seconds.
 GB0683
 GB0683.The orthometric height was determined by differential leveling
 GB0683.and adjusted by the National Geodetic Survey in June 1991..
 GB0683
 GB0683.The geoid height was determined by GEOID03.
 GB0683
 GB0683.The dynamic height is computed by dividing the NAVD 88
 GB0683.geopotential number by the normal gravity value computed on the
 GB0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0683.degrees latitude (g = 980.6199 gals.).
 GB0683
 GB0683.The modeled gravity was interpolated from observed gravity values.
 GB0683
 GB0683;                    North         East    Units  Estimated Accuracy
 GB0683;SPC TN       -   196,250.      778,710.      MT  (+/- 180 meters Scaled)
 GB0683
 GB0683                          SUPERSEDED SURVEY CONTROL
 GB0683
 GB0683  NGVD 29 (??/??/92)  278.482  (m)          913.65   (f) ADJ UNCH    2 0
 GB0683
 GB0683.Superseded values are not recommended for survey control.
 GB0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0683.See file dsdata.txt to determine how the superseded data were derived.
 GB0683
 GB0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE687975(NAD 83)
 GB0683_MARKER: DD = SURVEY DISK
 GB0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0683_STAMPING: 47814
 GB0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0683+STABILITY: SURFACE MOTION
 GB0683
 GB0683  HISTORY     - Date     Condition        Report By
 GB0683  HISTORY     - UNK      MONUMENTED       TNDG
 GB0683  HISTORY     - 1961     GOOD             NGS
 GB0683
 GB0683                          STATION DESCRIPTION
 GB0683
 GB0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0683'8.1 MI NW FROM INSKIP.
 GB0683'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0683'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0683'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 3.1 MILES NORTHWEST OF
 GB0683'CONNER ROAD, THEN 0.4 MILE EAST ON BRUSHY VALLEY ROAD TO A HOUSE
 GB0683'ON THE RIGHT.  THE BENCH MARK IS 67 FT. WEST OF THE CENTER OF A
 GB0683'PRIVATE DRIVE LEADING TO THE HOUSE, 57 FT. NORTH OF THE NORTHWEST
 GB0683'CORNER OF THE HOUSE, 17 FT. SOUTH OF THE CENTER OF DUTCH VALLEY
 GB0683'ROAD, AND AT THE EDGE OF A LAWN.  THE DISK IS SET IN TOP OF A
 GB0683'CONCRETE POST PROJECTING 2 INCHES AND ABOUT 6 FT. ABOVE THE LEVEL
 GB0683'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2446 ***********************************************************************
 GA2446  DESIGNATION -  4783
 GA2446  PID         -  GA2446
 GA2446  STATE/COUNTY-  TN/KNOX
 GA2446  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2446
 GA2446                         *CURRENT SURVEY CONTROL
 GA2446  ___________________________________________________________________
 GA2446* NAD 83(1986)-  36 00 58.     (N)    083 58 59.     (W)     SCALED    
 GA2446* NAVD 88     -       351.337  (meters)    1152.68   (feet)  ADJUSTED  
 GA2446  ___________________________________________________________________
 GA2446  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2446  DYNAMIC HT  -         351.008 (meters)    1151.60  (feet)  COMP
 GA2446  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 GA2446
 GA2446  VERT ORDER  -  SECOND    CLASS 0
 GA2446
 GA2446.The horizontal coordinates were scaled from a topographic map and have
 GA2446.an estimated accuracy of +/- 6 seconds.
 GA2446
 GA2446.The orthometric height was determined by differential leveling
 GA2446.and adjusted by the National Geodetic Survey in June 1991..
 GA2446
 GA2446.The geoid height was determined by GEOID03.
 GA2446
 GA2446.The dynamic height is computed by dividing the NAVD 88
 GA2446.geopotential number by the normal gravity value computed on the
 GA2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2446.degrees latitude (g = 980.6199 gals.).
 GA2446
 GA2446.The modeled gravity was interpolated from observed gravity values.
 GA2446
 GA2446;                    North         East    Units  Estimated Accuracy
 GA2446;SPC TN       -   188,580.      781,800.      MT  (+/- 180 meters Scaled)
 GA2446
 GA2446                          SUPERSEDED SURVEY CONTROL
 GA2446
 GA2446  NGVD 29 (??/??/92)  351.455  (m)         1153.07   (f) ADJ UNCH    2 0
 GA2446
 GA2446.Superseded values are not recommended for survey control.
 GA2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2446.See file dsdata.txt to determine how the superseded data were derived.
 GA2446
 GA2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV311898(NAD 83)
 GA2446_MARKER: DD = SURVEY DISK
 GA2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2446_STAMPING: 4783
 GA2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2446+STABILITY: SURFACE MOTION
 GA2446
 GA2446  HISTORY     - Date     Condition        Report By
 GA2446  HISTORY     - UNK      MONUMENTED       TNGS
 GA2446  HISTORY     - 1961     GOOD             NGS
 GA2446  HISTORY     - 1965     GOOD             NGS
 GA2446
 GA2446                          STATION DESCRIPTION
 GA2446
 GA2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2446'1.2 MI NW FROM INSKIP.
 GA2446'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE
 GA2446'IN INSKIP, GO 1.0 MILE NORTHWEST ON CENTRAL AVENUE PIKE TO A
 GA2446'Y JUNCTION, THEN GO 0.15 MILE WEST ON THE OLD CENTRAL AVENUE
 GA2446'PIKE TO A PAVED ROAD LEADING SOUTHWEST.  THE BENCH MARK IS
 GA2446'25 FT. SOUTH OF THE CENTER OF CENTRAL PIKE, 18.5 FT. EAST
 GA2446'OF THE CENTER OF THE PAVED ROAD, 9.2 FT. SOUTH OF A 24-INCH
 GA2446'OAK TREE, 51 FT. WEST OF THE CENTER OF A PRIVATE DRIVE LEADING
 GA2446'TO 5831 CENTRAL PIKE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2446'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 GA2446
 GA2446                          STATION RECOVERY (1965)
 GA2446
 GA2446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0674 ***********************************************************************
 GB0674  DESIGNATION -  4789
 GB0674  PID         -  GB0674
 GB0674  STATE/COUNTY-  TN/KNOX
 GB0674  USGS QUAD   -  POWELL (1976)
 GB0674
 GB0674                         *CURRENT SURVEY CONTROL
 GB0674  ___________________________________________________________________
 GB0674* NAD 83(1986)-  36 03 30.     (N)    084 00 13.     (W)     SCALED    
 GB0674* NAVD 88     -       339.523  (meters)    1113.92   (feet)  ADJUSTED  
 GB0674  ___________________________________________________________________
 GB0674  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB0674  DYNAMIC HT  -         339.206 (meters)    1112.88  (feet)  COMP
 GB0674  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 GB0674
 GB0674  VERT ORDER  -  SECOND    CLASS 0
 GB0674
 GB0674.The horizontal coordinates were scaled from a topographic map and have
 GB0674.an estimated accuracy of +/- 6 seconds.
 GB0674
 GB0674.The orthometric height was determined by differential leveling
 GB0674.and adjusted by the National Geodetic Survey in June 1991..
 GB0674
 GB0674.The geoid height was determined by GEOID03.
 GB0674
 GB0674.The dynamic height is computed by dividing the NAVD 88
 GB0674.geopotential number by the normal gravity value computed on the
 GB0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0674.degrees latitude (g = 980.6199 gals.).
 GB0674
 GB0674.The modeled gravity was interpolated from observed gravity values.
 GB0674
 GB0674;                    North         East    Units  Estimated Accuracy
 GB0674;SPC TN       -   193,220.      779,850.      MT  (+/- 180 meters Scaled)
 GB0674
 GB0674                          SUPERSEDED SURVEY CONTROL
 GB0674
 GB0674  NGVD 29 (??/??/92)  339.634  (m)         1114.28   (f) ADJ UNCH    2 0
 GB0674
 GB0674.Superseded values are not recommended for survey control.
 GB0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0674.See file dsdata.txt to determine how the superseded data were derived.
 GB0674
 GB0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE698945(NAD 83)
 GB0674_MARKER: DD = SURVEY DISK
 GB0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0674_STAMPING: 4789
 GB0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0674+STABILITY: SURFACE MOTION
 GB0674
 GB0674  HISTORY     - Date     Condition        Report By
 GB0674  HISTORY     - UNK      MONUMENTED       TNGS
 GB0674  HISTORY     - 1961     GOOD             NGS
 GB0674
 GB0674                          STATION DESCRIPTION
 GB0674
 GB0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0674'5.4 MI NW FROM INSKIP.
 GB0674'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE
 GB0674'IN INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0674'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 0.8 MILE NORTHWEST ON
 GB0674'CONNER ROAD TO A T JUNCTION.  THE BENCH MARK IS ABOUT 0.05 MILE
 GB0674'NORTHEAST OF THE T JUNCTION OF CONNER ROAD AND TATE TROTTER DRIVE.
 GB0674'17 FT. SOUTHEAST OF THE CENTER OF TATE TROTTER DRIVE, 5 FT.
 GB0674'SOUTHWEST OF A TELEPHONE POLE, 1 FT. NORTHWEST OF A FENCE, AND
 GB0674'0.6 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB0674'CONCRETE POST PROJECTING 3 INCHES AND ABOUT 2 FT. ABOVE THE
 GB0674'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2480 ***********************************************************************
 GA2480  DESIGNATION -  4791
 GA2480  PID         -  GA2480
 GA2480  STATE/COUNTY-  TN/KNOX
 GA2480  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2480
 GA2480                         *CURRENT SURVEY CONTROL
 GA2480  ___________________________________________________________________
 GA2480* NAD 83(1986)-  36 07 19.     (N)    083 59 30.     (W)     SCALED    
 GA2480* NAVD 88     -       269.765  (meters)     885.05   (feet)  ADJUSTED  
 GA2480  ___________________________________________________________________
 GA2480  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2480  DYNAMIC HT  -         269.516 (meters)     884.24  (feet)  COMP
 GA2480  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA2480
 GA2480  VERT ORDER  -  SECOND    CLASS 0
 GA2480
 GA2480.The horizontal coordinates were scaled from a topographic map and have
 GA2480.an estimated accuracy of +/- 6 seconds.
 GA2480
 GA2480.The orthometric height was determined by differential leveling
 GA2480.and adjusted by the National Geodetic Survey in June 1991..
 GA2480
 GA2480.The geoid height was determined by GEOID03.
 GA2480
 GA2480.The dynamic height is computed by dividing the NAVD 88
 GA2480.geopotential number by the normal gravity value computed on the
 GA2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2480.degrees latitude (g = 980.6199 gals.).
 GA2480
 GA2480.The modeled gravity was interpolated from observed gravity values.
 GA2480
 GA2480;                    North         East    Units  Estimated Accuracy
 GA2480;SPC TN       -   200,300.      780,780.      MT  (+/- 180 meters Scaled)
 GA2480
 GA2480                          SUPERSEDED SURVEY CONTROL
 GA2480
 GA2480  NGVD 29 (??/??/92)  269.881  (m)          885.43   (f) ADJ UNCH    2 0
 GA2480
 GA2480.Superseded values are not recommended for survey control.
 GA2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2480.See file dsdata.txt to determine how the superseded data were derived.
 GA2480
 GA2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA307016(NAD 83)
 GA2480_MARKER: DD = SURVEY DISK
 GA2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2480_STAMPING: WPA 4791
 GA2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2480+STABILITY: SURFACE MOTION
 GA2480
 GA2480  HISTORY     - Date     Condition        Report By
 GA2480  HISTORY     - UNK      MONUMENTED       TNDG
 GA2480  HISTORY     - 1964     GOOD             TNHD
 GA2480
 GA2480                          STATION DESCRIPTION
 GA2480
 GA2480'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2480'5.2 MI NW FROM KNOXVILLE.
 GA2480'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 33 NEAR
 GA2480'HALLS CROSSROAD, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 5.15 MILES
 GA2480'TO THE MARK ON THE RIGHT.  THE MARK IS 26 FEET EAST OF THE
 GA2480'APPROXIMATE CENTER OF U.S. HIGHWAY 441, 24 FEET WEST OF A 30-INCH
 GA2480'OAK TREE AND 0.4 FOOT SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 GA2480'THE MARK IS A TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION
 GA2480'STATION SET IN A 5-INCH SQUARE, CONCRETE MONUMENT, PROJECTING
 GA2480'ABOUT 3-INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2586 ***********************************************************************
 AJ2586  DESIGNATION -  48
 AJ2586  PID         -  AJ2586
 AJ2586  STATE/COUNTY-  TN/SHELBY
 AJ2586  USGS QUAD   -  BRUNSWICK (1993)
 AJ2586
 AJ2586                         *CURRENT SURVEY CONTROL
 AJ2586  ___________________________________________________________________
 AJ2586* NAD 83(1995)-  35 15 46.86419(N)    089 48 50.62851(W)     ADJUSTED  
 AJ2586* NAVD 88     -        87.1    (meters)     286.     (feet)  GPS OBS   
 AJ2586  ___________________________________________________________________
 AJ2586  X           -      16,919.441 (meters)                     COMP
 AJ2586  Y           -  -5,213,656.409 (meters)                     COMP
 AJ2586  Z           -   3,661,765.742 (meters)                     COMP
 AJ2586  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AJ2586  ELLIP HEIGHT-          59.74  (meters)          (04/26/01) GPS OBS
 AJ2586  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2586
 AJ2586  HORZ ORDER  -  FIRST
 AJ2586  ELLP ORDER  -  FOURTH    CLASS I
 AJ2586
 AJ2586.The horizontal coordinates were established by GPS observations
 AJ2586.and adjusted by the National Geodetic Survey in April 2001..
 AJ2586
 AJ2586.The orthometric height was determined by GPS observations and a
 AJ2586.high-resolution geoid model.
 AJ2586
 AJ2586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2586
 AJ2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2586
 AJ2586.The ellipsoidal height was determined by GPS observations
 AJ2586.and is referenced to NAD 83.
 AJ2586
 AJ2586.The geoid height was determined by GEOID03.
 AJ2586
 AJ2586;                    North         East     Units Scale Factor Converg.
 AJ2586;SPC TN       -   109,910.689   253,027.553   MT  0.99999773   -2 13 58.5
 AJ2586;SPC TN       -   360,598.65    830,141.23   sFT  0.99999773   -2 13 58.5
 AJ2586;UTM  16      - 3,905,842.561   244,001.850   MT  1.00040772   -1 37 31.9
 AJ2586
 AJ2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2586!SPC TN       -   0.99999062  x   0.99999773  =   0.99998835
 AJ2586!UTM  16      -   0.99999062  x   1.00040772  =   1.00039834
 AJ2586
 AJ2586                          SUPERSEDED SURVEY CONTROL
 AJ2586
 AJ2586.No superseded survey control is available for this station.
 AJ2586
 AJ2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4400205843(NAD 83)
 AJ2586_MARKER: DD = SURVEY DISK
 AJ2586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2586+WITH SETTING: INFORMATION.
 AJ2586_STAMPING: 048
 AJ2586_MARK LOGO: MLGW  
 AJ2586_PROJECTION: FLUSH
 AJ2586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2586+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2586_ROD/PIPE-DEPTH:  0.8 meters
 AJ2586
 AJ2586  HISTORY     - Date     Condition        Report By
 AJ2586  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2586
 AJ2586                          STATION DESCRIPTION
 AJ2586
 AJ2586'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2586'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY IN
 AJ2586'ARLINGTON TENNESSEE.
 AJ2586'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN ROAD AND OLD
 AJ2586'BROWNSVILLE ROAD, PROCEED WEST ON OLD BROWNSVILLE ROAD APPROXIMATELY
 AJ2586'1.70 MILE (2.74 KM) TO HATCH LANE.  TURN RIGHT AND CONTINUE NORTH ON
 AJ2586'HATCH LANE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT.
 AJ2586'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2586'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2586'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 301.00 FEET (91.74 M)
 AJ2586'NORTH OF THE CENTERLINE OF OLD BROWNSVILLE ROAD, 129.70 FEET (39.53 M)
 AJ2586'SOUTHWEST OF A CABLE TV JUNCTION BOX AT ADDRESS 5040 HATCH LANE, 86.70
 AJ2586'FEET (26.43 M) NORTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY TO ADDRESS
 AJ2586'5020 HATCH LANE, 60.60 FEET (18.47 M) EAST OF THE SOUTHEAST CORNER OF
 AJ2586'A WOOD FENCE ON THE WEST SIDE OF HATCH LANE, 15.00 EAST OF THE
 AJ2586'CENTERLINE OF HATCH LANE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2586'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0959 ***********************************************************************
 GB0959  DESIGNATION -  48 RHP
 GB0959  PID         -  GB0959
 GB0959  STATE/COUNTY-  TN/FENTRESS
 GB0959  USGS QUAD   -  STOCKTON (1984)
 GB0959
 GB0959                         *CURRENT SURVEY CONTROL
 GB0959  ___________________________________________________________________
 GB0959* NAD 83(1986)-  36 29 32.     (N)    084 51 13.     (W)     SCALED    
 GB0959* NAVD 88     -       517.255  (meters)    1697.03   (feet)  ADJUSTED  
 GB0959  ___________________________________________________________________
 GB0959  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0959  DYNAMIC HT  -         516.820 (meters)    1695.60  (feet)  COMP
 GB0959  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GB0959
 GB0959  VERT ORDER  -  SECOND    CLASS 0
 GB0959
 GB0959.The horizontal coordinates were scaled from a topographic map and have
 GB0959.an estimated accuracy of +/- 6 seconds.
 GB0959
 GB0959.The orthometric height was determined by differential leveling
 GB0959.and adjusted by the National Geodetic Survey in June 1991..
 GB0959
 GB0959.The geoid height was determined by GEOID03.
 GB0959
 GB0959.The dynamic height is computed by dividing the NAVD 88
 GB0959.geopotential number by the normal gravity value computed on the
 GB0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0959.degrees latitude (g = 980.6199 gals.).
 GB0959
 GB0959.The modeled gravity was interpolated from observed gravity values.
 GB0959
 GB0959;                    North         East    Units  Estimated Accuracy
 GB0959;SPC TN       -   240,140.      702,720.      MT  (+/- 180 meters Scaled)
 GB0959
 GB0959                          SUPERSEDED SURVEY CONTROL
 GB0959
 GB0959  NGVD 29 (??/??/92)  517.383  (m)         1697.45   (f) ADJ UNCH    2 0
 GB0959
 GB0959.Superseded values are not recommended for survey control.
 GB0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0959.See file dsdata.txt to determine how the superseded data were derived.
 GB0959
 GB0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF922406(NAD 83)
 GB0959_MARKER: DD = SURVEY DISK
 GB0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0959_STAMPING: 48 RHP 1698 1950 1697.447
 GB0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0959+STABILITY: SURFACE MOTION
 GB0959
 GB0959  HISTORY     - Date     Condition        Report By
 GB0959  HISTORY     - 1950     MONUMENTED       USGS
 GB0959  HISTORY     - 1951     GOOD             NGS
 GB0959  HISTORY     - 1958     GOOD             USGS
 GB0959
 GB0959                          STATION DESCRIPTION
 GB0959
 GB0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0959'2.6 MI NE FROM EAST JAMESTOWN.
 GB0959'2.55 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 GB0959'EAST JAMESTOWN, AT THE JUNCTION OF A ROAD NORTHWEST, 21 FEET
 GB0959'NORTHWEST OF CENTERLINE OF ROAD, 59 FEET NORTH OF CENTER OF
 GB0959'JUNCTION, 23 FEET NORTHEAST OF CENTER LINE OF ROAD NORTHWEST,
 GB0959'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 GB0959'FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 GB0959'PROJECTING 8 INCHES.  NOTE-- THE DISK IS NOT LEVEL.  ROD WAS
 GB0959'HELD ON HIGH POINT OF DISK WHICH IS EAST SIDE.
 GB0959
 GB0959                          STATION RECOVERY (1958)
 GB0959
 GB0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GB0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1639 ***********************************************************************
 GC1639  DESIGNATION -  485.4
 GC1639  PID         -  GC1639
 GC1639  STATE/COUNTY-  TN/HUMPHREYS
 GC1639  USGS QUAD   -  WOOLWORTH (1973)
 GC1639
 GC1639                         *CURRENT SURVEY CONTROL
 GC1639  ___________________________________________________________________
 GC1639* NAD 83(1986)-  36 12 38.     (N)    087 43 29.     (W)     SCALED    
 GC1639* NAVD 88     -       147.852  (meters)     485.08   (feet)  ADJUSTED  
 GC1639  ___________________________________________________________________
 GC1639  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1639  DYNAMIC HT  -         147.726 (meters)     484.66  (feet)  COMP
 GC1639  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GC1639
 GC1639  VERT ORDER  -  SECOND    CLASS 0
 GC1639
 GC1639.The horizontal coordinates were scaled from a topographic map and have
 GC1639.an estimated accuracy of +/- 6 seconds.
 GC1639
 GC1639.The orthometric height was determined by differential leveling
 GC1639.and adjusted by the National Geodetic Survey in June 1991..
 GC1639
 GC1639.The geoid height was determined by GEOID03.
 GC1639
 GC1639.The dynamic height is computed by dividing the NAVD 88
 GC1639.geopotential number by the normal gravity value computed on the
 GC1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1639.degrees latitude (g = 980.6199 gals.).
 GC1639
 GC1639.The modeled gravity was interpolated from observed gravity values.
 GC1639
 GC1639;                    North         East    Units  Estimated Accuracy
 GC1639;SPC TN       -   209,640.      444,920.      MT  (+/- 180 meters Scaled)
 GC1639
 GC1639                          SUPERSEDED SURVEY CONTROL
 GC1639
 GC1639  NGVD 29 (??/??/92)  147.886  (m)          485.19   (f) ADJ UNCH    2 0
 GC1639
 GC1639.Superseded values are not recommended for survey control.
 GC1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1639.See file dsdata.txt to determine how the superseded data were derived.
 GC1639
 GC1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF348075(NAD 83)
 GC1639_MARKER: Q = CHISELED SQUARE
 GC1639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1639_SP_SET: BRIDGE
 GC1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1639
 GC1639  HISTORY     - Date     Condition        Report By
 GC1639  HISTORY     - UNK      MONUMENTED       TNHD
 GC1639  HISTORY     - 1935     GOOD             NGS
 GC1639
 GC1639                          STATION DESCRIPTION
 GC1639
 GC1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC1639'10.8 MI N FROM WAVERLY.
 GC1639'10.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1639'COUNTY, 8.5 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 49, AT
 GC1639'THE 7-SPAN CONCRETE BRIDGE OVER WHITEOAK CREEK, AND ON THE TOP
 GC1639'OF THE SOUTHWEST CONCRETE WING WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2587 ***********************************************************************
 AJ2587  DESIGNATION -  49
 AJ2587  PID         -  AJ2587
 AJ2587  STATE/COUNTY-  TN/SHELBY
 AJ2587  USGS QUAD   -  BRUNSWICK (1993)
 AJ2587
 AJ2587                         *CURRENT SURVEY CONTROL
 AJ2587  ___________________________________________________________________
 AJ2587* NAD 83(1995)-  35 15 05.72274(N)    089 50 57.01363(W)     ADJUSTED  
 AJ2587* NAVD 88     -        95.52   (meters)     313.4    (feet)  LEVELING  
 AJ2587  ___________________________________________________________________
 AJ2587  X           -      13,726.807 (meters)                     COMP
 AJ2587  Y           -  -5,214,404.623 (meters)                     COMP
 AJ2587  Z           -   3,660,735.298 (meters)                     COMP
 AJ2587  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AJ2587  ELLIP HEIGHT-          68.22  (meters)          (04/26/01) GPS OBS
 AJ2587  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2587
 AJ2587  HORZ ORDER  -  FIRST
 AJ2587  VERT ORDER  -  THIRD ?
 AJ2587  ELLP ORDER  -  FOURTH    CLASS I
 AJ2587
 AJ2587.The horizontal coordinates were established by GPS observations
 AJ2587.and adjusted by the National Geodetic Survey in April 2001..
 AJ2587
 AJ2587.The orthometric height was determined by differential leveling.
 AJ2587.The vertical network tie was performed by a horz. field party for horz.
 AJ2587.obs reductions. Reset procedures were used to establish the elevation.
 AJ2587
 AJ2587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2587
 AJ2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2587
 AJ2587.The ellipsoidal height was determined by GPS observations
 AJ2587.and is referenced to NAD 83.
 AJ2587
 AJ2587.The geoid height was determined by GEOID03.
 AJ2587
 AJ2587;                    North         East     Units Scale Factor Converg.
 AJ2587;SPC TN       -   108,768.806   249,785.591   MT  0.99999972   -2 15 12.4
 AJ2587;SPC TN       -   356,852.32    819,504.89   sFT  0.99999972   -2 15 12.4
 AJ2587;UTM  16      - 3,904,665.862   240,770.828   MT  1.00042825   -1 38 43.3
 AJ2587
 AJ2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2587!SPC TN       -   0.99998929  x   0.99999972  =   0.99998901
 AJ2587!UTM  16      -   0.99998929  x   1.00042825  =   1.00041754
 AJ2587
 AJ2587                          SUPERSEDED SURVEY CONTROL
 AJ2587
 AJ2587.No superseded survey control is available for this station.
 AJ2587
 AJ2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4077104666(NAD 83)
 AJ2587_MARKER: DD = SURVEY DISK
 AJ2587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2587+WITH SETTING: INFORMATION.
 AJ2587_STAMPING: 049
 AJ2587_MARK LOGO: MLGW  
 AJ2587_PROJECTION: FLUSH
 AJ2587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2587+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2587_ROD/PIPE-DEPTH:  0.8 meters
 AJ2587
 AJ2587  HISTORY     - Date     Condition        Report By
 AJ2587  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2587
 AJ2587                          STATION DESCRIPTION
 AJ2587
 AJ2587'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2587'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY IN
 AJ2587'BARTLETT TENNESSEE.
 AJ2587'TO REACH THE STATION FROM THE INTERSECTION OF FISKE ROAD AND ELLENDALE
 AJ2587'ROAD PROCEED NORTH ON ELLENDALE ROAD APPROXIMATELY 0.42 MILE (0.68 KM)
 AJ2587'TO FERNCREST DRIVE.  TURN LEFT AND PROCEED WEST ON FERNCREST DRIVE
 AJ2587'APPROXIMATELY 0.25 MILES (0.40 KM) TO THE STATION ON THE RIGHT.
 AJ2587'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2587'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2587'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED AT ADDRESS 6414
 AJ2587'FERNCREST DRIVE, 129.00 FEET (39.32 M) EAST OF THE CENTERLINE OF A
 AJ2587'ASPHALT DRIVEWAY TO ADDRESS 6414 FERNCREST DRIVE, 23.70 FEET (7.22 M)
 AJ2587'NORTH OF THE CENTERLINE OF FERNCREST DRIVE, 17.60 FEET (5.36 M)
 AJ2587'SOUTHEAST OF A FIRE HYDRANT.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2587'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1764 ***********************************************************************
 FE1764  DESIGNATION -  49 12 20
 FE1764  PID         -  FE1764
 FE1764  STATE/COUNTY-  TN/LAUDERDALE
 FE1764  USGS QUAD   -  CHIC (1983)
 FE1764
 FE1764                         *CURRENT SURVEY CONTROL
 FE1764  ___________________________________________________________________
 FE1764* NAD 83(1986)-  35 54 54.     (N)    089 37 51.     (W)     SCALED    
 FE1764* NAVD 88     -        79.616  (meters)     261.21   (feet)  ADJUSTED  
 FE1764  ___________________________________________________________________
 FE1764  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE1764  DYNAMIC HT  -          79.549 (meters)     260.99  (feet)  COMP
 FE1764  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1764
 FE1764  VERT ORDER  -  FIRST     CLASS I
 FE1764
 FE1764.The horizontal coordinates were scaled from a topographic map and have
 FE1764.an estimated accuracy of +/- 6 seconds.
 FE1764
 FE1764.The orthometric height was determined by differential leveling
 FE1764.and adjusted by the National Geodetic Survey in June 1991..
 FE1764.WARNING-Repeat measurements at this control monument indicate possible
 FE1764.vertical movement.
 FE1764
 FE1764.The geoid height was determined by GEOID03.
 FE1764
 FE1764.The dynamic height is computed by dividing the NAVD 88
 FE1764.geopotential number by the normal gravity value computed on the
 FE1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1764.degrees latitude (g = 980.6199 gals.).
 FE1764
 FE1764.The modeled gravity was interpolated from observed gravity values.
 FE1764
 FE1764;                    North         East    Units  Estimated Accuracy
 FE1764;SPC TN       -   181,560.      272,370.      MT  (+/- 180 meters Scaled)
 FE1764
 FE1764                          SUPERSEDED SURVEY CONTROL
 FE1764
 FE1764  NGVD 29 (??/??/??)   79.556  (m)          261.01   (f) ADJUSTED    1 1
 FE1764
 FE1764.Superseded values are not recommended for survey control.
 FE1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1764.See file dsdata.txt to determine how the superseded data were derived.
 FE1764
 FE1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE626777(NAD 83)
 FE1764_MARKER: DD = SURVEY DISK
 FE1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1764_STAMPING: 49-12-20
 FE1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1764+STABILITY: SURFACE MOTION
 FE1764
 FE1764  HISTORY     - Date     Condition        Report By
 FE1764  HISTORY     - UNK      MONUMENTED       TNDG
 FE1764  HISTORY     - 1974     GOOD             NGS
 FE1764  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1764
 FE1764                          STATION DESCRIPTION
 FE1764
 FE1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1764'14 MI W FROM HALLS.
 FE1764'ABOUT 13.95 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1764'BAPTIST CHURCH AT HALLS, ABOUT 0.2 MILE WEST OF HALES POINT
 FE1764'BAPTIST CHURCH, 6.7 FEET SOUTHEAST OF AN UNDERGROUND CABLE MARKER
 FE1764'POST, 11.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 FE1764'WEST OF THE NORTHWEST CORNER OF A 48-FOOT LONG WOODEN BRIDGE
 FE1764'OVER A SLOUGH, 0.5 FOOT BELOW LEVEL OF THE HIGHWAY AND IN THE TOP
 FE1764'OF A CONCRETE POST 0.3 FEET BELOW GROUND.
 FE1764
 FE1764                          STATION RECOVERY (2002)
 FE1764
 FE1764'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1764'SUSPECTED DESTROYED. NEW BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1618 ***********************************************************************
 FE1618  DESIGNATION -  49 2 20
 FE1618  PID         -  FE1618
 FE1618  STATE/COUNTY-  TN/LAUDERDALE
 FE1618  USGS QUAD   -  FORT PILLOW (1972)
 FE1618
 FE1618                         *CURRENT SURVEY CONTROL
 FE1618  ___________________________________________________________________
 FE1618* NAD 83(1986)-  35 41 31.     (N)    089 42 01.     (W)     SCALED    
 FE1618* NAVD 88     -        88.104  (meters)     289.05   (feet)  ADJUSTED  
 FE1618  ___________________________________________________________________
 FE1618  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1618  DYNAMIC HT  -          88.030 (meters)     288.81  (feet)  COMP
 FE1618  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1618
 FE1618  VERT ORDER  -  FIRST     CLASS II
 FE1618
 FE1618.The horizontal coordinates were scaled from a topographic map and have
 FE1618.an estimated accuracy of +/- 6 seconds.
 FE1618
 FE1618.The orthometric height was determined by differential leveling
 FE1618.and adjusted by the National Geodetic Survey in June 1991..
 FE1618
 FE1618.The geoid height was determined by GEOID03.
 FE1618
 FE1618.The dynamic height is computed by dividing the NAVD 88
 FE1618.geopotential number by the normal gravity value computed on the
 FE1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1618.degrees latitude (g = 980.6199 gals.).
 FE1618
 FE1618.The modeled gravity was interpolated from observed gravity values.
 FE1618
 FE1618;                    North         East    Units  Estimated Accuracy
 FE1618;SPC TN       -   157,070.      265,170.      MT  (+/- 180 meters Scaled)
 FE1618
 FE1618                          SUPERSEDED SURVEY CONTROL
 FE1618
 FE1618  NGVD 29 (??/??/??)   88.067  (m)          288.93   (f) ADJUSTED    1 2
 FE1618
 FE1618.Superseded values are not recommended for survey control.
 FE1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1618.See file dsdata.txt to determine how the superseded data were derived.
 FE1618
 FE1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE556531(NAD 83)
 FE1618_MARKER: DD = SURVEY DISK
 FE1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1618_STAMPING: 49-2-20
 FE1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1618+STABILITY: SURFACE MOTION
 FE1618
 FE1618  HISTORY     - Date     Condition        Report By
 FE1618  HISTORY     - UNK      MONUMENTED       TNDG
 FE1618  HISTORY     - 1957     GOOD             CGS
 FE1618  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1618
 FE1618                          STATION DESCRIPTION
 FE1618
 FE1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1618'AT THREE POINT.
 FE1618'AT THREE POINT, 47 FEET NORTHWEST OF THE CENTER LINE OF STATE
 FE1618'HIGHWAY 87, 86 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION
 FE1618'OF THE HIGHWAY AND A BLACK TOP ROAD LEADING WEST, 39 1/2 FEET
 FE1618'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE THREE POINT STORE,
 FE1618'43 1/2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 23
 FE1618'FEET NORTH OF A POWER LINE POLE, 1 FOOT ABOVE THE LEVEL OF THE
 FE1618'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE1618'INCHES ABOVE THE GROUND.
 FE1618
 FE1618                          STATION RECOVERY (2002)
 FE1618
 FE1618'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1628 ***********************************************************************
 FE1628  DESIGNATION -  49 3 10
 FE1628  PID         -  FE1628
 FE1628  STATE/COUNTY-  TN/LAUDERDALE
 FE1628  USGS QUAD   -  GOLDDUST (1983)
 FE1628
 FE1628                         *CURRENT SURVEY CONTROL
 FE1628  ___________________________________________________________________
 FE1628* NAD 83(1986)-  35 39 12.     (N)    089 46 30.     (W)     SCALED    
 FE1628* NAVD 88     -        94.299  (meters)     309.38   (feet)  ADJUSTED  
 FE1628  ___________________________________________________________________
 FE1628  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1628  DYNAMIC HT  -          94.219 (meters)     309.12  (feet)  COMP
 FE1628  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FE1628
 FE1628  VERT ORDER  -  FIRST     CLASS II
 FE1628
 FE1628.The horizontal coordinates were scaled from a topographic map and have
 FE1628.an estimated accuracy of +/- 6 seconds.
 FE1628
 FE1628.The orthometric height was determined by differential leveling
 FE1628.and adjusted by the National Geodetic Survey in June 1991..
 FE1628
 FE1628.The geoid height was determined by GEOID03.
 FE1628
 FE1628.The dynamic height is computed by dividing the NAVD 88
 FE1628.geopotential number by the normal gravity value computed on the
 FE1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1628.degrees latitude (g = 980.6199 gals.).
 FE1628
 FE1628.The modeled gravity was interpolated from observed gravity values.
 FE1628
 FE1628;                    North         East    Units  Estimated Accuracy
 FE1628;SPC TN       -   153,050.      258,250.      MT  (+/- 180 meters Scaled)
 FE1628
 FE1628                          SUPERSEDED SURVEY CONTROL
 FE1628
 FE1628  NGVD 29 (??/??/??)   94.263  (m)          309.26   (f) ADJUSTED    1 2
 FE1628
 FE1628.Superseded values are not recommended for survey control.
 FE1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1628.See file dsdata.txt to determine how the superseded data were derived.
 FE1628
 FE1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE487490(NAD 83)
 FE1628_MARKER: DD = SURVEY DISK
 FE1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1628_STAMPING: 49-3-10
 FE1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1628+STABILITY: SURFACE MOTION
 FE1628
 FE1628  HISTORY     - Date     Condition        Report By
 FE1628  HISTORY     - 1957     MONUMENTED       TNDG
 FE1628  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1628
 FE1628                          STATION DESCRIPTION
 FE1628
 FE1628'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1957
 FE1628'4.1 MI SW FROM CHERRY.
 FE1628'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1628'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, ABOUT 0.1
 FE1628'MILE SOUTHWEST OF A 40 FOOT LONG WOODEN BRIDGE UNDER THE HIGHWAY,
 FE1628'21 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 127 FEET
 FE1628'SOUTHWEST OF A POWER LINE POLE, 112 FEET NORTHEAST AND ACROSS
 FE1628'THE HIGHWAY FROM A TELEPHONE UNDER GROUND CABLE CHECK POST, 2
 FE1628'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FE1628'CONCRETE POST PROJECTING 3 INCHES.
 FE1628
 FE1628                          STATION RECOVERY (1971)
 FE1628
 FE1628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1632 ***********************************************************************
 FE1632  DESIGNATION -  49 3 21
 FE1632  PID         -  FE1632
 FE1632  STATE/COUNTY-  TN/LAUDERDALE
 FE1632  USGS QUAD   -  GOLDDUST (1983)
 FE1632
 FE1632                         *CURRENT SURVEY CONTROL
 FE1632  ___________________________________________________________________
 FE1632* NAD 83(1986)-  35 38 22.     (N)    089 49 33.     (W)     SCALED    
 FE1632* NAVD 88     -       133.023  (meters)     436.43   (feet)  ADJUSTED  
 FE1632  ___________________________________________________________________
 FE1632  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1632  DYNAMIC HT  -         132.911 (meters)     436.06  (feet)  COMP
 FE1632  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 FE1632
 FE1632  VERT ORDER  -  FIRST     CLASS II
 FE1632
 FE1632.The horizontal coordinates were scaled from a topographic map and have
 FE1632.an estimated accuracy of +/- 6 seconds.
 FE1632
 FE1632.The orthometric height was determined by differential leveling
 FE1632.and adjusted by the National Geodetic Survey in June 1991..
 FE1632
 FE1632.The geoid height was determined by GEOID03.
 FE1632
 FE1632.The dynamic height is computed by dividing the NAVD 88
 FE1632.geopotential number by the normal gravity value computed on the
 FE1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1632.degrees latitude (g = 980.6199 gals.).
 FE1632
 FE1632.The modeled gravity was interpolated from observed gravity values.
 FE1632
 FE1632;                    North         East    Units  Estimated Accuracy
 FE1632;SPC TN       -   151,680.      253,590.      MT  (+/- 180 meters Scaled)
 FE1632
 FE1632                          SUPERSEDED SURVEY CONTROL
 FE1632
 FE1632  NGVD 29 (??/??/??)  132.990  (m)          436.32   (f) ADJUSTED    1 2
 FE1632
 FE1632.Superseded values are not recommended for survey control.
 FE1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1632.See file dsdata.txt to determine how the superseded data were derived.
 FE1632
 FE1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE441476(NAD 83)
 FE1632_MARKER: DD = SURVEY DISK
 FE1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1632_STAMPING: 49-3-21
 FE1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1632+STABILITY: SURFACE MOTION
 FE1632
 FE1632  HISTORY     - Date     Condition        Report By
 FE1632  HISTORY     - UNK      MONUMENTED       TNDG
 FE1632  HISTORY     - 1957     GOOD             CGS
 FE1632  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1632
 FE1632                          STATION DESCRIPTION
 FE1632
 FE1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1632'5 MI NE FROM FULTON.
 FE1632'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1632'AT FULTON, THENCE 0.85 MILE NORTHWEST ALONG A GRADED ROAD, ABOUT
 FE1632'100 YARDS SOUTHEAST OF A ROAD CROSSING, 27 FEET NORTH-NORTHEAST
 FE1632'OF THE CENTER LINE OF THE ROAD, 80 FEET NORTHEAST OF AND ACROSS
 FE1632'THE ROAD FROM POWER LINE POLE NO. 14, 56 FEET WEST OF THE CENTER
 FE1632'OF THE JUNCTION OF MAIN ROAD AND PRIVATE ROAD, 13 FEET SOUTHWEST
 FE1632'OF THE CENTER LINE OF A PRIVATE ROAD, ON THE TOP OF A NARROW
 FE1632'SMALL RIDGE, 6 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 FE1632'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 FE1632
 FE1632                          STATION RECOVERY (2002)
 FE1632
 FE1632'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1632'RIDGE HAD BEEN GRADED DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1620 ***********************************************************************
 FE1620  DESIGNATION -  49 3 3 RESET
 FE1620  PID         -  FE1620
 FE1620  STATE/COUNTY-  TN/LAUDERDALE
 FE1620  USGS QUAD   -  FORT PILLOW (1972)
 FE1620
 FE1620                         *CURRENT SURVEY CONTROL
 FE1620  ___________________________________________________________________
 FE1620* NAD 83(1986)-  35 40 23.     (N)    089 42 58.     (W)     SCALED    
 FE1620* NAVD 88     -        90.260  (meters)     296.13   (feet)  ADJUSTED  
 FE1620  ___________________________________________________________________
 FE1620  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1620  DYNAMIC HT  -          90.184 (meters)     295.88  (feet)  COMP
 FE1620  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 FE1620
 FE1620  VERT ORDER  -  FIRST     CLASS II
 FE1620
 FE1620.The horizontal coordinates were scaled from a topographic map and have
 FE1620.an estimated accuracy of +/- 6 seconds.
 FE1620
 FE1620.The orthometric height was determined by differential leveling
 FE1620.and adjusted by the National Geodetic Survey in June 1991..
 FE1620
 FE1620.The geoid height was determined by GEOID03.
 FE1620
 FE1620.The dynamic height is computed by dividing the NAVD 88
 FE1620.geopotential number by the normal gravity value computed on the
 FE1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1620.degrees latitude (g = 980.6199 gals.).
 FE1620
 FE1620.The modeled gravity was interpolated from observed gravity values.
 FE1620
 FE1620;                    North         East    Units  Estimated Accuracy
 FE1620;SPC TN       -   155,030.      263,660.      MT  (+/- 180 meters Scaled)
 FE1620
 FE1620                          SUPERSEDED SURVEY CONTROL
 FE1620
 FE1620  NGVD 29 (??/??/??)   90.223  (m)          296.01   (f) ADJUSTED    1 2
 FE1620
 FE1620.Superseded values are not recommended for survey control.
 FE1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1620.See file dsdata.txt to determine how the superseded data were derived.
 FE1620
 FE1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE541510(NAD 83)
 FE1620_MARKER: DD = SURVEY DISK
 FE1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1620_STAMPING: 49-3-3 RESET 1957
 FE1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1620+STABILITY: SURFACE MOTION
 FE1620
 FE1620  HISTORY     - Date     Condition        Report By
 FE1620  HISTORY     - 1957     MONUMENTED       TNDG
 FE1620  HISTORY     - 1957     GOOD             CGS
 FE1620  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1620
 FE1620                          STATION DESCRIPTION
 FE1620
 FE1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1620'0.5 MI SW FROM CHERRY.
 FE1620'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1620'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, 26 FEET
 FE1620'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTHWEST
 FE1620'AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 280, 15 1/2
 FE1620'FEET NORTH-NORTHEAST OF THE NORTHWEST END OF A 24-INCH METAL
 FE1620'PIPE CULVERT UNDER THE HIGHWAY, 1 FOOT SOUTH OF A WHITE BOARD
 FE1620'FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FE1620'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FE1620
 FE1620                          STATION RECOVERY (1971)
 FE1620
 FE1620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1621 ***********************************************************************
 FE1621  DESIGNATION -  49 3 4
 FE1621  PID         -  FE1621
 FE1621  STATE/COUNTY-  TN/LAUDERDALE
 FE1621  USGS QUAD   -  FORT PILLOW (1972)
 FE1621
 FE1621                         *CURRENT SURVEY CONTROL
 FE1621  ___________________________________________________________________
 FE1621* NAD 83(1986)-  35 40 17.     (N)    089 43 21.     (W)     SCALED    
 FE1621* NAVD 88     -        87.680  (meters)     287.66   (feet)  ADJUSTED  
 FE1621  ___________________________________________________________________
 FE1621  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1621  DYNAMIC HT  -          87.606 (meters)     287.42  (feet)  COMP
 FE1621  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 FE1621
 FE1621  VERT ORDER  -  FIRST     CLASS II
 FE1621
 FE1621.The horizontal coordinates were scaled from a topographic map and have
 FE1621.an estimated accuracy of +/- 6 seconds.
 FE1621
 FE1621.The orthometric height was determined by differential leveling
 FE1621.and adjusted by the National Geodetic Survey in June 1991..
 FE1621
 FE1621.The geoid height was determined by GEOID03.
 FE1621
 FE1621.The dynamic height is computed by dividing the NAVD 88
 FE1621.geopotential number by the normal gravity value computed on the
 FE1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1621.degrees latitude (g = 980.6199 gals.).
 FE1621
 FE1621.The modeled gravity was interpolated from observed gravity values.
 FE1621
 FE1621;                    North         East    Units  Estimated Accuracy
 FE1621;SPC TN       -   154,860.      263,080.      MT  (+/- 180 meters Scaled)
 FE1621
 FE1621                          SUPERSEDED SURVEY CONTROL
 FE1621
 FE1621  NGVD 29 (??/??/??)   87.643  (m)          287.54   (f) ADJUSTED    1 2
 FE1621
 FE1621.Superseded values are not recommended for survey control.
 FE1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1621.See file dsdata.txt to determine how the superseded data were derived.
 FE1621
 FE1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE535509(NAD 83)
 FE1621_MARKER: DD = SURVEY DISK
 FE1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1621_STAMPING: 49-3-4
 FE1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1621+STABILITY: SURFACE MOTION
 FE1621
 FE1621  HISTORY     - Date     Condition        Report By
 FE1621  HISTORY     - UNK      MONUMENTED       TNDG
 FE1621  HISTORY     - 1957     GOOD             CGS
 FE1621  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1621
 FE1621                          STATION DESCRIPTION
 FE1621
 FE1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1621'0.9 MI SW FROM CHERRY.
 FE1621'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1621'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, ABOUT
 FE1621'1.1 MILES NORTHEAST OF THE MAIN ENTRANCE TO THE FORT PILLOW
 FE1621'STATE PRISON FARM, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE1621'HIGHWAY, 338 FEET WEST-SOUTHWEST OF THE WEST CORNER OF A 16 FOOT
 FE1621'LONG WOODEN BRIDGE UNDER THE HIGHWAY, 208 FEET NORTHEAST AND
 FE1621'ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 285, 6 FEET SOUTHEAST
 FE1621'OF A BOARD FENCE PAINTED WHITE, ABOUT LEVEL WITH THE HIGHWAY AND
 FE1621'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FE1621'GROUND.
 FE1621
 FE1621                          STATION RECOVERY (1971)
 FE1621
 FE1621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1081 ***********************************************************************
 GB1081  DESIGNATION -  49 RHP
 GB1081  PID         -  GB1081
 GB1081  STATE/COUNTY-  TN/FENTRESS
 GB1081  USGS QUAD   -  SHARP PLACE (1981)
 GB1081
 GB1081                         *CURRENT SURVEY CONTROL
 GB1081  ___________________________________________________________________
 GB1081* NAD 83(1986)-  36 30 32.     (N)    084 49 40.     (W)     SCALED    
 GB1081* NAVD 88     -       518.838  (meters)    1702.22   (feet)  ADJUSTED  
 GB1081  ___________________________________________________________________
 GB1081  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GB1081  DYNAMIC HT  -         518.401 (meters)    1700.79  (feet)  COMP
 GB1081  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GB1081
 GB1081  VERT ORDER  -  SECOND    CLASS 0
 GB1081
 GB1081.The horizontal coordinates were scaled from a topographic map and have
 GB1081.an estimated accuracy of +/- 6 seconds.
 GB1081
 GB1081.The orthometric height was determined by differential leveling
 GB1081.and adjusted by the National Geodetic Survey in June 1991..
 GB1081
 GB1081.The geoid height was determined by GEOID03.
 GB1081
 GB1081.The dynamic height is computed by dividing the NAVD 88
 GB1081.geopotential number by the normal gravity value computed on the
 GB1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1081.degrees latitude (g = 980.6199 gals.).
 GB1081
 GB1081.The modeled gravity was interpolated from observed gravity values.
 GB1081
 GB1081;                    North         East    Units  Estimated Accuracy
 GB1081;SPC TN       -   242,010.      705,010.      MT  (+/- 180 meters Scaled)
 GB1081
 GB1081                          SUPERSEDED SURVEY CONTROL
 GB1081
 GB1081  NGVD 29 (??/??/92)  518.967  (m)         1702.64   (f) ADJ UNCH    2 0
 GB1081
 GB1081.Superseded values are not recommended for survey control.
 GB1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1081.See file dsdata.txt to determine how the superseded data were derived.
 GB1081
 GB1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF945425(NAD 83)
 GB1081_MARKER: DD = SURVEY DISK
 GB1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1081_STAMPING: 49 RHP 1703 1950 120.644
 GB1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1081+STABILITY: SURFACE MOTION
 GB1081
 GB1081  HISTORY     - Date     Condition        Report By
 GB1081  HISTORY     - 1950     MONUMENTED       USGS
 GB1081  HISTORY     - 1951     GOOD             NGS
 GB1081  HISTORY     - 1958     GOOD             USGS
 GB1081
 GB1081                          STATION DESCRIPTION
 GB1081
 GB1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1081'4.9 MI NE FROM EAST JAMESTOWN.
 GB1081'ABOUT 4.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1081'AT EAST JAMESTOWN, AT THE JUNCTION OF A GRAVEL ROAD EAST AND
 GB1081'DIM ROAD SOUTH, 31 FEET SOUTHEAST OF CENTER OF JUNCTION, 21
 GB1081'FEET SOUTH OF CENTER LINE OF ROAD EAST, 23 FEET EAST OF CENTER
 GB1081'LINE OF ROAD SOUTH, 3 FEET SOUTH OF A TELEPHONE POLE, 1 1/2 FEET
 GB1081'WEST OF A FENCE CORNER, 1 1/2 FEET EAST OF A WHITE WOODEN
 GB1081'WITNESS POST, ABOUT LEVEL WITH ROAD EAST AND SET IN THE TOP
 GB1081'OF A CONCRETE POST PROJECTING 1 INCH.
 GB1081
 GB1081                          STATION RECOVERY (1958)
 GB1081
 GB1081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GB1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1331 ***********************************************************************
 GC1331  DESIGNATION -  497 06
 GC1331  PID         -  GC1331
 GC1331  STATE/COUNTY-  TN/CHEATHAM
 GC1331  USGS QUAD   -  WHITE BLUFF (1983)
 GC1331
 GC1331                         *CURRENT SURVEY CONTROL
 GC1331  ___________________________________________________________________
 GC1331* NAD 83(1986)-  36 06 05.     (N)    087 07 35.     (W)     SCALED    
 GC1331* NAVD 88     -       151.329  (meters)     496.49   (feet)  ADJUSTED  
 GC1331  ___________________________________________________________________
 GC1331  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC1331  DYNAMIC HT  -         151.199 (meters)     496.06  (feet)  COMP
 GC1331  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 GC1331
 GC1331  VERT ORDER  -  FIRST     CLASS II
 GC1331
 GC1331.The horizontal coordinates were scaled from a topographic map and have
 GC1331.an estimated accuracy of +/- 6 seconds.
 GC1331
 GC1331.The orthometric height was determined by differential leveling
 GC1331.and adjusted by the National Geodetic Survey in June 1991..
 GC1331
 GC1331.The geoid height was determined by GEOID03.
 GC1331
 GC1331.The dynamic height is computed by dividing the NAVD 88
 GC1331.geopotential number by the normal gravity value computed on the
 GC1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1331.degrees latitude (g = 980.6199 gals.).
 GC1331
 GC1331.The modeled gravity was interpolated from observed gravity values.
 GC1331
 GC1331;                    North         East    Units  Estimated Accuracy
 GC1331;SPC TN       -   196,750.      498,580.      MT  (+/- 180 meters Scaled)
 GC1331
 GC1331                          SUPERSEDED SURVEY CONTROL
 GC1331
 GC1331  NGVD 29 (??/??/92)  151.354  (m)          496.57   (f) ADJ UNCH    1 2
 GC1331
 GC1331.Superseded values are not recommended for survey control.
 GC1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1331.See file dsdata.txt to determine how the superseded data were derived.
 GC1331
 GC1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE886952(NAD 83)
 GC1331_MARKER: Q = CHISELED SQUARE
 GC1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1331_SP_SET: BRIDGE
 GC1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1331
 GC1331  HISTORY     - Date     Condition        Report By
 GC1331  HISTORY     - UNK      MONUMENTED       USGS
 GC1331  HISTORY     - 1948     GOOD             NGS
 GC1331
 GC1331                          STATION DESCRIPTION
 GC1331
 GC1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1331'0.6 MI W FROM KINGSTON SPRINGS.
 GC1331'0.6 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1331'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, SET IN THE TOP OF
 GC1331'THE NORTH END OF THE SOUTHWEST WING WALL OF BRIDGE NO. 24.6 OVER
 GC1331'TURNBULL CREEK, ABOUT 4.5 FEET SOUTH OF THE SOUTH RAIL, 5
 GC1331'INCHES NORTH OF THE NUMBER 2 IN THE INSCRIBED NUMBERS 24.6
 GC1331'AND ABOUT LEVEL WITH THE TRACK.  NOTE-- CHISELED SQUARE IS
 GC1331'FAINT BUT IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0393 ***********************************************************************
 GC0393  DESIGNATION -  499
 GC0393  PID         -  GC0393
 GC0393  STATE/COUNTY-  TN/DAVIDSON
 GC0393  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0393
 GC0393                         *CURRENT SURVEY CONTROL
 GC0393  ___________________________________________________________________
 GC0393* NAD 83(1986)-  36 09 32.     (N)    086 46 58.     (W)     SCALED    
 GC0393* NAVD 88     -       152.810  (meters)     501.34   (feet)  ADJUSTED  
 GC0393  ___________________________________________________________________
 GC0393  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0393  DYNAMIC HT  -         152.679 (meters)     500.91  (feet)  COMP
 GC0393  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GC0393
 GC0393  VERT ORDER  -  FIRST     CLASS II
 GC0393
 GC0393.The horizontal coordinates were scaled from a topographic map and have
 GC0393.an estimated accuracy of +/- 6 seconds.
 GC0393
 GC0393.The orthometric height was determined by differential leveling
 GC0393.and adjusted by the National Geodetic Survey in June 1991..
 GC0393.WARNING-Repeat measurements at this control monument indicate possible
 GC0393.vertical movement.
 GC0393
 GC0393.The geoid height was determined by GEOID03.
 GC0393
 GC0393.The dynamic height is computed by dividing the NAVD 88
 GC0393.geopotential number by the normal gravity value computed on the
 GC0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0393.degrees latitude (g = 980.6199 gals.).
 GC0393
 GC0393.The modeled gravity was interpolated from observed gravity values.
 GC0393
 GC0393;                    North         East    Units  Estimated Accuracy
 GC0393;SPC TN       -   202,830.      529,570.      MT  (+/- 180 meters Scaled)
 GC0393
 GC0393                          SUPERSEDED SURVEY CONTROL
 GC0393
 GC0393.No superseded survey control is available for this station.
 GC0393
 GC0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF195015(NAD 83)
 GC0393_MARKER: DD = SURVEY DISK
 GC0393_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GC0393_STAMPING: 499 1906
 GC0393_MARK LOGO: USGS  
 GC0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0393+STABILITY: POSITION/ELEVATION WELL
 GC0393
 GC0393  HISTORY     - Date     Condition        Report By
 GC0393  HISTORY     - 1906     MONUMENTED       USGS
 GC0393  HISTORY     - 1949     GOOD             NGS
 GC0393  HISTORY     - 1984     GOOD             NGS
 GC0393
 GC0393                          STATION DESCRIPTION
 GC0393
 GC0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0393'AT NASHVILLE.
 GC0393'AT NASHVILLE, ON BROAD STREET BETWEEN 8TH AND 9TH AVENUE NORTH,
 GC0393'SET VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER OF THE
 GC0393'METHODIST BUILDING, 0.7 FOOT NORTH OF THE SOUTHEAST CORNER AND
 GC0393'ABOUT 4 FEET ABOVE THE SIDE WALK.
 GC0393
 GC0393                          STATION RECOVERY (1984)
 GC0393
 GC0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0393'RECOVERED IN GOOD CONDITION.  NOTE, BUILDING IS NOT OCCUPPIED AT THIS
 GC0393'TIME, ACCESS TO THE MARK IS THROUGH A LOCKED SECURITY GATE.  ALSO THE
 GC0393'DATE ON THE DISK WAS NOT VISIBLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1395 ***********************************************************************
 FC1395  DESIGNATION -  5
 FC1395  PID         -  FC1395
 FC1395  STATE/COUNTY-  TN/MARION
 FC1395  USGS QUAD   -  MONTEAGLE (1982)
 FC1395
 FC1395                         *CURRENT SURVEY CONTROL
 FC1395  ___________________________________________________________________
 FC1395* NAD 83(1986)-  35 14 22.     (N)    085 50 53.     (W)     SCALED    
 FC1395* NAVD 88     -       585.664  (meters)    1921.47   (feet)  ADJUSTED  
 FC1395  ___________________________________________________________________
 FC1395  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1395  DYNAMIC HT  -         585.068 (meters)    1919.51  (feet)  COMP
 FC1395  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FC1395
 FC1395  VERT ORDER  -  SECOND    CLASS 0
 FC1395
 FC1395.The horizontal coordinates were scaled from a topographic map and have
 FC1395.an estimated accuracy of +/- 6 seconds.
 FC1395
 FC1395.The orthometric height was determined by differential leveling
 FC1395.and adjusted by the National Geodetic Survey in June 1991..
 FC1395
 FC1395.The geoid height was determined by GEOID03.
 FC1395
 FC1395.The dynamic height is computed by dividing the NAVD 88
 FC1395.geopotential number by the normal gravity value computed on the
 FC1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1395.degrees latitude (g = 980.6199 gals.).
 FC1395
 FC1395.The modeled gravity was interpolated from observed gravity values.
 FC1395
 FC1395;                    North         East    Units  Estimated Accuracy
 FC1395;SPC TN       -   100,540.      613,830.      MT  (+/- 180 meters Scaled)
 FC1395
 FC1395                          SUPERSEDED SURVEY CONTROL
 FC1395
 FC1395  NGVD 29 (??/??/92)  585.648  (m)         1921.41   (f) ADJ UNCH    2 0
 FC1395
 FC1395.Superseded values are not recommended for survey control.
 FC1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1395.See file dsdata.txt to determine how the superseded data were derived.
 FC1395
 FC1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE048002(NAD 83)
 FC1395_MARKER: DD = SURVEY DISK
 FC1395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1395_SP_SET: OVERPASS
 FC1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1395
 FC1395  HISTORY     - Date     Condition        Report By
 FC1395  HISTORY     - UNK      MONUMENTED       TNHD
 FC1395  HISTORY     - 1962     GOOD             NGS
 FC1395
 FC1395                          STATION DESCRIPTION
 FC1395
 FC1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1395'0.6 MI W FROM MONTEAGLE.
 FC1395'AT THE MONTEAGLE STATION SITE, 115.2 FEET NORTHWEST OF THE STATION
 FC1395'MARK, AND 94.2 FEET NORTH OF REFERENCE MARK 1.  A TENNESSEE
 FC1395'DEPARTMENT OF HIGHWAYS DISK SET IN THE CONCRETE AT THE SOUTHWEST
 FC1395'END OF THE NORTH OVERPASS ON U.S. HIGHWAY 64.  NOTE-- THIS
 FC1395'MARK WAS ALSO USED AS MONTEAGLE RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2588 ***********************************************************************
 AJ2588  DESIGNATION -  50
 AJ2588  PID         -  AJ2588
 AJ2588  STATE/COUNTY-  TN/SHELBY
 AJ2588  USGS QUAD   -  MILLINGTON (1997)
 AJ2588
 AJ2588                         *CURRENT SURVEY CONTROL
 AJ2588  ___________________________________________________________________
 AJ2588* NAD 83(1995)-  35 16 11.08509(N)    089 53 16.81096(W)     ADJUSTED  
 AJ2588* NAVD 88     -        74.09   (meters)     243.1    (feet)  LEVELING  
 AJ2588  ___________________________________________________________________
 AJ2588  X           -      10,190.400 (meters)                     COMP
 AJ2588  Y           -  -5,213,232.362 (meters)                     COMP
 AJ2588  Z           -   3,662,367.736 (meters)                     COMP
 AJ2588  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AJ2588  ELLIP HEIGHT-          46.81  (meters)          (04/26/01) GPS OBS
 AJ2588  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2588
 AJ2588  HORZ ORDER  -  FIRST
 AJ2588  VERT ORDER  -  THIRD ?
 AJ2588  ELLP ORDER  -  FOURTH    CLASS I
 AJ2588
 AJ2588.The horizontal coordinates were established by GPS observations
 AJ2588.and adjusted by the National Geodetic Survey in April 2001..
 AJ2588
 AJ2588.The orthometric height was determined by differential leveling.
 AJ2588.The vertical network tie was performed by a horz. field party for horz.
 AJ2588.obs reductions. Reset procedures were used to establish the elevation.
 AJ2588
 AJ2588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2588
 AJ2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2588
 AJ2588.The ellipsoidal height was determined by GPS observations
 AJ2588.and is referenced to NAD 83.
 AJ2588
 AJ2588.The geoid height was determined by GEOID03.
 AJ2588
 AJ2588;                    North         East     Units Scale Factor Converg.
 AJ2588;SPC TN       -   110,921.221   246,334.284   MT  0.99999657   -2 16 34.3
 AJ2588;SPC TN       -   363,914.04    808,181.73   sFT  0.99999657   -2 16 34.3
 AJ2588;UTM  16      - 3,906,782.474   237,295.347   MT  1.00045060   -1 40 06.8
 AJ2588
 AJ2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2588!SPC TN       -   0.99999265  x   0.99999657  =   0.99998922
 AJ2588!UTM  16      -   0.99999265  x   1.00045060  =   1.00044325
 AJ2588
 AJ2588                          SUPERSEDED SURVEY CONTROL
 AJ2588
 AJ2588.No superseded survey control is available for this station.
 AJ2588
 AJ2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3729506782(NAD 83)
 AJ2588_MARKER: DD = SURVEY DISK
 AJ2588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2588+WITH SETTING: INFORMATION.
 AJ2588_STAMPING: 050
 AJ2588_MARK LOGO: MLGW  
 AJ2588_PROJECTION: FLUSH
 AJ2588_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2588+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2588_ROD/PIPE-DEPTH:  0.8 meters
 AJ2588
 AJ2588  HISTORY     - Date     Condition        Report By
 AJ2588  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2588
 AJ2588                          STATION DESCRIPTION
 AJ2588
 AJ2588'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2588'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY
 AJ2588'APPROXIMATELY 1.30 MILES (2.09 KM) WEST OF BARTLETT TENNESSEE.
 AJ2588'TO REACH THE STATION FROM THE INTERSECTION OF BOLEN HUSE ROAD AND SGT.
 AJ2588'WALTER K.  SINGLETON PARKWAY, PROCEED NORTH ON WALTER K. SINGLETON
 AJ2588'PARKWAY APPROXIMATELY 0.60 MILE (0.97 KM) TO THE STATION ON THE LEFT.
 AJ2588'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2588'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2588'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN THE MEDIAN ISLAND,
 AJ2588'1394.00 FEET (424.89 M) SOUTH OF THE SOUTH END OF BRIDGE OVER
 AJ2588'LOOSAHATCHIE RIVER, BRIDGE NO.  79-204-7.52, 481.50 FEET (146.76 M)
 AJ2588'NORTH OF THE CENTERLINE OF A CUT-THROUGH IN THE MEDIAN OF SINGLETON
 AJ2588'PARKWAY, 12.50 FEET (3.81 M) EAST OF THE WEST CURBLINE OF MEDIAN,
 AJ2588'10.80 FEET (3.29 M) WEST OF THE EAST CURBLINE OF MEDIAN.  THE CAP AND
 AJ2588'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7705 ***********************************************************************
 DG7705  CBN         -  This is a Cooperative Base Network Control Station.
 DG7705  DESIGNATION -  50 DCSP 1 AZ
 DG7705  PID         -  DG7705
 DG7705  STATE/COUNTY-  TN/LAWRENCE
 DG7705  USGS QUAD   -  ETHRIDGE (1988)
 DG7705
 DG7705                         *CURRENT SURVEY CONTROL
 DG7705  ___________________________________________________________________
 DG7705* NAD 83(1995)-  35 16 09.30268(N)    087 21 42.19780(W)     ADJUSTED  
 DG7705* NAVD 88     -       263.9    (meters)     866.     (feet)  GPS OBS   
 DG7705  ___________________________________________________________________
 DG7705  X           -     239,976.070 (meters)                     COMP
 DG7705  Y           -  -5,207,902.603 (meters)                     COMP
 DG7705  Z           -   3,662,432.216 (meters)                     COMP
 DG7705  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DG7705  ELLIP HEIGHT-         236.15  (meters)          (08/03/04) GPS OBS
 DG7705  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DG7705
 DG7705  HORZ ORDER  -  A
 DG7705  ELLP ORDER  -  FOURTH    CLASS I
 DG7705
 DG7705.The horizontal coordinates were established by GPS observations
 DG7705.and adjusted by the National Geodetic Survey in August 2004..
 DG7705
 DG7705.The orthometric height was determined by GPS observations and a
 DG7705.high-resolution geoid model.
 DG7705
 DG7705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7705
 DG7705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7705
 DG7705.The ellipsoidal height was determined by GPS observations
 DG7705.and is referenced to NAD 83.
 DG7705
 DG7705.The geoid height was determined by GEOID03.
 DG7705
 DG7705;                    North         East     Units Scale Factor Converg.
 DG7705;SPC TN       -   104,702.272   476,103.909   MT  0.99999666   -0 47 49.9
 DG7705;SPC TN       -   343,510.70  1,562,017.57   sFT  0.99999666   -0 47 49.9
 DG7705;UTM  16      - 3,902,962.578   467,100.719   MT  0.99961334   -0 12 31.9
 DG7705
 DG7705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7705!SPC TN       -   0.99996293  x   0.99999666  =   0.99995959
 DG7705!UTM  16      -   0.99996293  x   0.99961334  =   0.99957629
 DG7705
 DG7705                          SUPERSEDED SURVEY CONTROL
 DG7705
 DG7705.No superseded survey control is available for this station.
 DG7705
 DG7705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6710102963(NAD 83)
 DG7705_MARKER: DD = SURVEY DISK
 DG7705_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG7705+WITH SETTING: INFORMATION.
 DG7705_STAMPING: 50-DCSP-1-AZ
 DG7705_MARK LOGO: TNHD  
 DG7705_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG7705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7705+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7705
 DG7705  HISTORY     - Date     Condition        Report By
 DG7705  HISTORY     - 20031010 MONUMENTED       TNHD
 DG7705
 DG7705                          STATION DESCRIPTION
 DG7705
 DG7705'DESCRIBED BY TN HIGHWAY DEPT 2003 (BES)
 DG7705'BEGINNING AT THE INTERSECTION OF US 43 (SR 6) AND US 46 (SR 15) IN
 DG7705'LAWRENCEBURG, GO WESTERLY ON US 64 FOR 1.4 MILES TO THE ENTRANCE TO
 DG7705'DAVID CROCKET STATE PARK ON THE RIGHT.  TURN RIGHT, ENTER PARK, FOLLOW
 DG7705'THE MAIN PARK ROAD NORTHWESTERLY FOR 2.3 MILES TO A FORK IN THE ROAD.
 DG7705'TAKE THE LEFT FORK AND GO 0.3 MILES TO THE BOAT DOCK AND THE STATION
 DG7705'ON THE RIGHT, ON THE SHORE OF LAKE LINDSEY (STATION IS ON THE LEFT
 DG7705'SIDE ON THE PARKING LOT.)
 DG7705' 
 DG7705'THE STATION IS 114 FT NNW OF THE LAKE OFFICE BUILDING, 97 FT ENE OF
 DG7705'THER CENTER OF THE PARK ROAD, 68 FT E OF AN 8 INCH REDBUD TREE, 35 FT
 DG7705'WSW OF THE EDGE OF LAKE LINDSEY AND 4.2 FT NNW OF AN ORANGE WITNESS
 DG7705'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2397 ***********************************************************************
 GA2397  DESIGNATION -  500
 GA2397  PID         -  GA2397
 GA2397  STATE/COUNTY-  TN/KNOX
 GA2397  USGS QUAD   -  JOHN SEVIER (1992)
 GA2397
 GA2397                         *CURRENT SURVEY CONTROL
 GA2397  ___________________________________________________________________
 GA2397* NAD 83(1986)-  36 00 14.     (N)    083 51 33.     (W)     SCALED    
 GA2397* NAVD 88     -       272.46   (+/-2cm)     893.9    (feet)  VERTCON   
 GA2397  ___________________________________________________________________
 GA2397  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2397
 GA2397  VERT ORDER  -  ? (See Below)
 GA2397
 GA2397.The horizontal coordinates were scaled from a topographic map and have
 GA2397.an estimated accuracy of +/- 6 seconds.
 GA2397
 GA2397.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2397.The vertical order pertains to the NGVD 29 superseded value.
 GA2397
 GA2397.The geoid height was determined by GEOID03.
 GA2397
 GA2397;                    North         East    Units  Estimated Accuracy
 GA2397;SPC TN       -   187,460.      792,990.      MT  (+/- 180 meters Scaled)
 GA2397
 GA2397                          SUPERSEDED SURVEY CONTROL
 GA2397
 GA2397  NGVD 29 (??/??/92)  272.604  (m)          894.37   (f) ADJ UNCH    ?  
 GA2397
 GA2397.Superseded values are not recommended for survey control.
 GA2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2397.See file dsdata.txt to determine how the superseded data were derived.
 GA2397
 GA2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV422881(NAD 83)
 GA2397_MARKER: DD = SURVEY DISK
 GA2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2397_STAMPING: 500
 GA2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2397+STABILITY: SURFACE MOTION
 GA2397
 GA2397  HISTORY     - Date     Condition        Report By
 GA2397  HISTORY     - UNK      MONUMENTED       TNGS
 GA2397  HISTORY     - 1936     GOOD             USGS
 GA2397  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2397
 GA2397                          STATION DESCRIPTION
 GA2397
 GA2397'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 GA2397'AT KNOXVILLE.
 GA2397'IN KNOX COUNTY, NEAR THE EAST CITY LIMITS OF KNOXVILLE, ON THE
 GA2397'ANDREW JOHNSON HIGHWAY (U.S. HIGHWAY 25 W WHICH IS THE EXTENSION
 GA2397'OF HOLSTON DRIVE), 327 FEET EAST OF THE CITY LIMITS, 397 FEET
 GA2397'EAST OF THE PROPERTY LINE OF THE MACEDONIA METHODIST CHURCH, 91
 GA2397'FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE AT 5000 HOLSTON
 GA2397'DRIVE (THE PARSONAGE OF MACEDONIA CHURCH), 45 FEET SOUTH OF THE
 GA2397'CENTERLINE OF THE HIGHWAY, AND 3 FEET HIGHER THAN THE HIGHWAY.
 GA2397'A STATE SURVEY STANDARD DISK, STAMPED 500 AND SET IN THE TOP OF
 GA2397'A CONCRETE POST.
 GA2397
 GA2397                          STATION RECOVERY (1982)
 GA2397
 GA2397'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0523 ***********************************************************************
 GC0523  DESIGNATION -  504 RESET
 GC0523  PID         -  GC0523
 GC0523  STATE/COUNTY-  TN/SUMNER
 GC0523  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0523
 GC0523                         *CURRENT SURVEY CONTROL
 GC0523  ___________________________________________________________________
 GC0523* NAD 83(1986)-  36 22 13.     (N)    086 42 37.     (W)     SCALED    
 GC0523* NAVD 88     -       152.109  (meters)     499.04   (feet)  ADJUSTED  
 GC0523  ___________________________________________________________________
 GC0523  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC0523  DYNAMIC HT  -         151.980 (meters)     498.62  (feet)  COMP
 GC0523  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GC0523
 GC0523  VERT ORDER  -  SECOND    CLASS 0
 GC0523
 GC0523.The horizontal coordinates were scaled from a topographic map and have
 GC0523.an estimated accuracy of +/- 6 seconds.
 GC0523
 GC0523.The orthometric height was determined by differential leveling
 GC0523.and adjusted by the National Geodetic Survey in June 1991..
 GC0523
 GC0523.The geoid height was determined by GEOID03.
 GC0523
 GC0523.The dynamic height is computed by dividing the NAVD 88
 GC0523.geopotential number by the normal gravity value computed on the
 GC0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0523.degrees latitude (g = 980.6199 gals.).
 GC0523
 GC0523.The modeled gravity was interpolated from observed gravity values.
 GC0523
 GC0523;                    North         East    Units  Estimated Accuracy
 GC0523;SPC TN       -   226,230.      536,260.      MT  (+/- 180 meters Scaled)
 GC0523
 GC0523                          SUPERSEDED SURVEY CONTROL
 GC0523
 GC0523  NGVD 29 (??/??/92)  152.160  (m)          499.21   (f) ADJ UNCH    2 0
 GC0523
 GC0523.Superseded values are not recommended for survey control.
 GC0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0523.See file dsdata.txt to determine how the superseded data were derived.
 GC0523
 GC0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF259250(NAD 83)
 GC0523_MARKER: DD = SURVEY DISK
 GC0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0523_SP_SET: CULVERT
 GC0523_STAMPING: 504 RESET 1938
 GC0523_MARK LOGO: USGS  
 GC0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0523
 GC0523  HISTORY     - Date     Condition        Report By
 GC0523  HISTORY     - 1938     MONUMENTED       USGS
 GC0523  HISTORY     - 1960     GOOD             NGS
 GC0523
 GC0523                          STATION DESCRIPTION
 GC0523
 GC0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0523'AT MILLERSVILLE.
 GC0523'ABOUT 200 FT. WEST OF THE MILLERSVILLE SCHOOL, 58 FT. EAST OF
 GC0523'THE CENTER OF U.S. HIGHWAY 31W, 38 FT. EAST OF A POWER LINE
 GC0523'POLE AND STREET LIGHT, 21 FT. NORTH OF THE DRIVEWAY LEADING TO
 GC0523'THE MILLERSVILLE SCHOOL, A DISK DRILLED IN THE TOP OF THE
 GC0523'CONCRETE HEADWALL OF A CONCRETE CULVERT, AND ABOUT 1 FT. ABOVE
 GC0523'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0973 ***********************************************************************
 FD0973  DESIGNATION -  506
 FD0973  PID         -  FD0973
 FD0973  STATE/COUNTY-  TN/WAYNE
 FD0973  USGS QUAD   -  EAGLE CREEK (1972)
 FD0973
 FD0973                         *CURRENT SURVEY CONTROL
 FD0973  ___________________________________________________________________
 FD0973* NAD 83(1986)-  35 18 11.     (N)    087 52 51.     (W)     SCALED    
 FD0973* NAVD 88     -       154.534  (meters)     507.00   (feet)  ADJUSTED  
 FD0973  ___________________________________________________________________
 FD0973  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0973  DYNAMIC HT  -         154.391 (meters)     506.53  (feet)  COMP
 FD0973  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 FD0973
 FD0973  VERT ORDER  -  SECOND    CLASS 0
 FD0973
 FD0973.The horizontal coordinates were scaled from a topographic map and have
 FD0973.an estimated accuracy of +/- 6 seconds.
 FD0973
 FD0973.The orthometric height was determined by differential leveling
 FD0973.and adjusted by the National Geodetic Survey in June 1991..
 FD0973.WARNING-Repeat measurements at this control monument indicate possible
 FD0973.vertical movement.
 FD0973
 FD0973.The geoid height was determined by GEOID03.
 FD0973
 FD0973.The dynamic height is computed by dividing the NAVD 88
 FD0973.geopotential number by the normal gravity value computed on the
 FD0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0973.degrees latitude (g = 980.6199 gals.).
 FD0973
 FD0973.The modeled gravity was interpolated from observed gravity values.
 FD0973
 FD0973;                    North         East    Units  Estimated Accuracy
 FD0973;SPC TN       -   109,230.      428,950.      MT  (+/- 180 meters Scaled)
 FD0973
 FD0973                          SUPERSEDED SURVEY CONTROL
 FD0973
 FD0973  NGVD 29 (??/??/92)  154.514  (m)          506.93   (f) ADJ UNCH    2 0
 FD0973
 FD0973.Superseded values are not recommended for survey control.
 FD0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0973.See file dsdata.txt to determine how the superseded data were derived.
 FD0973
 FD0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE199070(NAD 83)
 FD0973_MARKER: P = PIPE CAP
 FD0973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0973_STAMPING: 506 NASHVILLE
 FD0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0973
 FD0973  HISTORY     - Date     Condition        Report By
 FD0973  HISTORY     - UNK      MONUMENTED       USGS
 FD0973  HISTORY     - 1934     GOOD             NGS
 FD0973  HISTORY     - 1962     GOOD             NGS
 FD0973
 FD0973                          STATION DESCRIPTION
 FD0973
 FD0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0973'7.7 MI W FROM WAYNESBORO.
 FD0973'7.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, WAYNE
 FD0973'COUNTY, AT SORBY, 58 YARDS WEST OF A SIX-SPAN CONCRETE BRIDGE, 17
 FD0973'YARDS SOUTHWEST OF AN ABANDONED STORE BUILDING AND THE FORMER
 FD0973'POST OFFICE, 75 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FD0973'IN A FIELD, 22 YARDS WEST OF A FENCE CORNER, 2 YARDS SOUTH OF
 FD0973'THE NORTH FENCE, AND 6 FEET SOUTH OF A STEEL POST WITH A
 FD0973'CONTROL-MARKER SIGN.  A U.S. GEOLOGICAL SURVEY STANDARD CAP,
 FD0973'STAMPED 506 NASHVILLE AND RIVETED ON THE TOP OF A 3-1/2-INCH
 FD0973'IRON PIPE FLUSH WITH THE GROUND.
 FD0973
 FD0973                          STATION RECOVERY (1962)
 FD0973
 FD0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1745 ***********************************************************************
 GB1745  DESIGNATION -  51
 GB1745  PID         -  GB1745
 GB1745  STATE/COUNTY-  TN/SMITH
 GB1745  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1745
 GB1745                         *CURRENT SURVEY CONTROL
 GB1745  ___________________________________________________________________
 GB1745* NAD 83(1986)-  36 07 47.     (N)    085 50 22.     (W)     SCALED    
 GB1745* NAVD 88     -       176.999  (meters)     580.70   (feet)  ADJUSTED  
 GB1745  ___________________________________________________________________
 GB1745  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1745  DYNAMIC HT  -         176.845 (meters)     580.20  (feet)  COMP
 GB1745  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 GB1745
 GB1745  VERT ORDER  -  SECOND    CLASS 0
 GB1745
 GB1745.The horizontal coordinates were scaled from a topographic map and have
 GB1745.an estimated accuracy of +/- 6 seconds.
 GB1745
 GB1745.The orthometric height was determined by differential leveling
 GB1745.and adjusted by the National Geodetic Survey in June 1991..
 GB1745
 GB1745.The geoid height was determined by GEOID03.
 GB1745
 GB1745.The dynamic height is computed by dividing the NAVD 88
 GB1745.geopotential number by the normal gravity value computed on the
 GB1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1745.degrees latitude (g = 980.6199 gals.).
 GB1745
 GB1745.The modeled gravity was interpolated from observed gravity values.
 GB1745
 GB1745;                    North         East    Units  Estimated Accuracy
 GB1745;SPC TN       -   199,320.      614,450.      MT  (+/- 180 meters Scaled)
 GB1745
 GB1745                          SUPERSEDED SURVEY CONTROL
 GB1745
 GB1745  NGVD 29 (??/??/92)  177.065  (m)          580.92   (f) ADJ UNCH    2 0
 GB1745
 GB1745.Superseded values are not recommended for survey control.
 GB1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1745.See file dsdata.txt to determine how the superseded data were derived.
 GB1745
 GB1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE044989(NAD 83)
 GB1745_MARKER: Q = CHISELED SQUARE
 GB1745_SETTING: 66 = SET IN ROCK OUTCROP
 GB1745_SP_SET: ROCK OUTCROP
 GB1745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1745+STABILITY: POSITION/ELEVATION WELL
 GB1745
 GB1745  HISTORY     - Date     Condition        Report By
 GB1745  HISTORY     - UNK      MONUMENTED       USGS
 GB1745  HISTORY     - 1935     GOOD             NGS
 GB1745  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1745
 GB1745                          STATION DESCRIPTION
 GB1745
 GB1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1745'1.3 MI E FROM LANCASTER.
 GB1745'1.3 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1745'STATION AT LANCASTER, SMITH COUNTY, 9 FEET NORTHWEST OF A METAL
 GB1745'CULVERT, 10 FEET NORTH OF THE NORTH RAIL, ON THE TOP OF A
 GB1745'LIMESTONE OUTCROP, AND 2.5 FEET HIGHER THAN THE RAIL.  A CHISELED
 GB1745'SQUARE.
 GB1745
 GB1745                          STATION RECOVERY (1960)
 GB1745
 GB1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2683 ***********************************************************************
 AJ2683  DESIGNATION -  513
 AJ2683  PID         -  AJ2683
 AJ2683  STATE/COUNTY-  TN/SHELBY
 AJ2683  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2683
 AJ2683                         *CURRENT SURVEY CONTROL
 AJ2683  ___________________________________________________________________
 AJ2683* NAD 83(1995)-  35 00 06.59593(N)    089 56 12.91273(W)     ADJUSTED  
 AJ2683* NAVD 88     -       115.47   (meters)     378.8    (feet)  LEVELING  
 AJ2683  ___________________________________________________________________
 AJ2683  X           -       5,758.389 (meters)                     COMP
 AJ2683  Y           -  -5,230,379.204 (meters)                     COMP
 AJ2683  Z           -   3,638,083.919 (meters)                     COMP
 AJ2683  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AJ2683  ELLIP HEIGHT-          88.05  (meters)          (04/26/01) GPS OBS
 AJ2683  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ2683
 AJ2683  HORZ ORDER  -  FIRST
 AJ2683  VERT ORDER  -  THIRD ?
 AJ2683  ELLP ORDER  -  FOURTH    CLASS I
 AJ2683
 AJ2683.The horizontal coordinates were established by GPS observations
 AJ2683.and adjusted by the National Geodetic Survey in April 2001..
 AJ2683
 AJ2683.The orthometric height was determined by differential leveling.
 AJ2683.The vertical network tie was performed by a horz. field party for horz.
 AJ2683.obs reductions. Reset procedures were used to establish the elevation.
 AJ2683
 AJ2683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2683
 AJ2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2683
 AJ2683.The ellipsoidal height was determined by GPS observations
 AJ2683.and is referenced to NAD 83.
 AJ2683
 AJ2683.The geoid height was determined by GEOID03.
 AJ2683
 AJ2683;                    North         East     Units Scale Factor Converg.
 AJ2683;SPC TN       -    81,399.304   240,691.627   MT  1.00005306   -2 18 17.4
 AJ2683;SPC TN       -   267,057.55    789,669.11   sFT  1.00005306   -2 18 17.4
 AJ2683;UTM  16      - 3,877,188.681   231,966.684   MT  1.00048552   -1 41 08.3
 AJ2683;UTM  15      - 3,877,534.913   779,550.770   MT  1.00056327   +1 45 29.3
 AJ2683
 AJ2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2683!SPC TN       -   0.99998618  x   1.00005306  =   1.00003924
 AJ2683!UTM  16      -   0.99998618  x   1.00048552  =   1.00047169
 AJ2683!UTM  15      -   0.99998618  x   1.00056327  =   1.00054944
 AJ2683
 AJ2683:                Primary Azimuth Mark                     Grid Az
 AJ2683:SPC TN       -  IRS                                      002 13 08.2
 AJ2683:UTM  16      -  IRS                                      001 35 59.1
 AJ2683:UTM  15      -  IRS                                      358 09 21.5
 AJ2683
 AJ2683|---------------------------------------------------------------------|
 AJ2683| PID    Reference Object                     Distance      Geod. Az  |
 AJ2683|                                                           dddmmss.s |
 AJ2683| AJ2669 IRS                                 434.750 METERS 3595450.8 |
 AJ2683|---------------------------------------------------------------------|
 AJ2683
 AJ2683                          SUPERSEDED SURVEY CONTROL
 AJ2683
 AJ2683.No superseded survey control is available for this station.
 AJ2683
 AJ2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3196777189(NAD 83)
 AJ2683_MARKER: DD = SURVEY DISK
 AJ2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2683_MARK LOGO: TN1620
 AJ2683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2683+STABILITY: SURFACE MOTION
 AJ2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2683+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2683
 AJ2683  HISTORY     - Date     Condition        Report By
 AJ2683  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2683
 AJ2683                          STATION DESCRIPTION
 AJ2683
 AJ2683'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (SB)
 AJ2683'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2683'MILES (3.22 KM) SOUTHEAST OF THE MEMPHIS INTERNATIONAL AIRPORT AT THE
 AJ2683'INTERNAL REVENUE SERVICE CENTER.
 AJ2683'TO REACH THE STATION FROM THE INTERSTECTION OF HOLMES ROAD AND GETWELL
 AJ2683'ROAD, PROCEED SOUTH ON GETWELL ROAD APPROXIMATELY 0.30 MILES (0.48 KM)
 AJ2683'TO SOUTH ENTRANCE TO IRS AT GATE NO.  2.  THE STATION IS ON THE RIGHT.
 AJ2683'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2683'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2683'THE GROUND.  THE STATION IS LOCATED ON THE NORTHWEST CORNER OF GETWELL
 AJ2683'ROAD AND IRS GATE 2, 27.00 FEET (8.23 M) NORTH OF GATE 2 SIGN, 5.20
 AJ2683'FEET (1.58 M) WEST OF THE WEST CURBLINE OF GETWELL ROAD. THE CAP AND
 AJ2683'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2684 ***********************************************************************
 AJ2684  DESIGNATION -  514
 AJ2684  PID         -  AJ2684
 AJ2684  STATE/COUNTY-  TN/SHELBY
 AJ2684  USGS QUAD   -  EADS (1983)
 AJ2684
 AJ2684                         *CURRENT SURVEY CONTROL
 AJ2684  ___________________________________________________________________
 AJ2684* NAD 83(1995)-  35 10 38.60188(N)    089 44 01.44138(W)     ADJUSTED  
 AJ2684* NAVD 88     -        94.9    (meters)     311.     (feet)  GPS OBS   
 AJ2684  ___________________________________________________________________
 AJ2684  X           -      24,254.557 (meters)                     COMP
 AJ2684  Y           -  -5,219,112.659 (meters)                     COMP
 AJ2684  Z           -   3,654,009.122 (meters)                     COMP
 AJ2684  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ2684  ELLIP HEIGHT-          67.39  (meters)          (04/26/01) GPS OBS
 AJ2684  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AJ2684
 AJ2684  HORZ ORDER  -  FIRST
 AJ2684  ELLP ORDER  -  FOURTH    CLASS I
 AJ2684
 AJ2684.The horizontal coordinates were established by GPS observations
 AJ2684.and adjusted by the National Geodetic Survey in April 2001..
 AJ2684
 AJ2684.The orthometric height was determined by GPS observations and a
 AJ2684.high-resolution geoid model.
 AJ2684
 AJ2684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2684
 AJ2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2684
 AJ2684.The ellipsoidal height was determined by GPS observations
 AJ2684.and is referenced to NAD 83.
 AJ2684
 AJ2684.The geoid height was determined by GEOID03.
 AJ2684
 AJ2684;                    North         East     Units Scale Factor Converg.
 AJ2684;SPC TN       -   100,135.741   259,969.370   MT  1.00001361   -2 11 09.2
 AJ2684;SPC TN       -   328,528.68    852,916.17   sFT  1.00001361   -2 11 09.2
 AJ2684;UTM  16      - 3,896,138.232   251,049.811   MT  1.00036387   -1 34 32.7
 AJ2684
 AJ2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2684!SPC TN       -   0.99998942  x   1.00001361  =   1.00000303
 AJ2684!UTM  16      -   0.99998942  x   1.00036387  =   1.00035329
 AJ2684
 AJ2684                          SUPERSEDED SURVEY CONTROL
 AJ2684
 AJ2684.No superseded survey control is available for this station.
 AJ2684
 AJ2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5105096138(NAD 83)
 AJ2684_MARKER: DD = SURVEY DISK
 AJ2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2684_MARK LOGO: TN1620
 AJ2684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2684+STABILITY: SURFACE MOTION
 AJ2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2684+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ2684
 AJ2684  HISTORY     - Date     Condition        Report By
 AJ2684  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2684  HISTORY     - 20010612 MARK NOT FOUND   TN1620
 AJ2684
 AJ2684                          STATION DESCRIPTION
 AJ2684
 AJ2684'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (SB)
 AJ2684'THE STATION IS LOCATED IN EAST SHELBY COUNTY IN THE CORDOVA COMMUNITY.
 AJ2684'TO REACH THE STATION FROM THE INTERSECTION OF MACON ROAD AND HOUSTON
 AJ2684'LEVEE ROAD PROCEED NORTH ON HOUSTON LEVEE ROAD APPROXIMATELY 1.30 MILE
 AJ2684'(2.09 KM) TO GRAYS CREEK BRIDGE.  THE STATION IS ON THE LEFT.
 AJ2684'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON TOP OF A
 AJ2684'1/2 INCH REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE
 AJ2684'MONUMENT SET IN THE GROUND.  THE STATION IS LOCATED AT THE SOUTHWEST
 AJ2684'CORNER OF THE CONCRETE BRIDGE OVER GRAYS CREEK (BRIDGE N0.
 AJ2684'79-811-9.23) , 20.30 SOUTH OF THE SOUTH END OF A 4 FOOT (1.2 M)
 AJ2684'CHAINLINK FENCE, 5.50 FEET (1.68 M) WEST OF A CONCRETE BARRIER, 5.30
 AJ2684'FEET (1.62 M) NORTH OF A METAL GUARD RAIL.  THE CAP AND CONCRETE ARE
 AJ2684'SET FLUSH WITH THE GROUND.
 AJ2684
 AJ2684                          STATION RECOVERY (2001)
 AJ2684
 AJ2684'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2001 (KG)
 AJ2684'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2685 ***********************************************************************
 AJ2685  DESIGNATION -  516
 AJ2685  PID         -  AJ2685
 AJ2685  STATE/COUNTY-  TN/SHELBY
 AJ2685  USGS QUAD   -  MILLINGTON (1997)
 AJ2685
 AJ2685                         *CURRENT SURVEY CONTROL
 AJ2685  ___________________________________________________________________
 AJ2685* NAD 83(1995)-  35 15 39.20059(N)    089 53 21.19747(W)     ADJUSTED  
 AJ2685* NAVD 88     -        79.02   (meters)     259.3    (feet)  LEVELING  
 AJ2685  ___________________________________________________________________
 AJ2685  X           -      10,080.638 (meters)                     COMP
 AJ2685  Y           -  -5,213,803.944 (meters)                     COMP
 AJ2685  Z           -   3,661,568.283 (meters)                     COMP
 AJ2685  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AJ2685  ELLIP HEIGHT-          51.75  (meters)          (04/26/01) GPS OBS
 AJ2685  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2685
 AJ2685  HORZ ORDER  -  FIRST
 AJ2685  VERT ORDER  -  THIRD ?
 AJ2685  ELLP ORDER  -  FOURTH    CLASS I
 AJ2685
 AJ2685.The horizontal coordinates were established by GPS observations
 AJ2685.and adjusted by the National Geodetic Survey in April 2001..
 AJ2685
 AJ2685.The orthometric height was determined by differential leveling.
 AJ2685.The vertical network tie was performed by a horz. field party for horz.
 AJ2685.obs reductions. Reset procedures were used to establish the elevation.
 AJ2685
 AJ2685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2685
 AJ2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2685
 AJ2685.The ellipsoidal height was determined by GPS observations
 AJ2685.and is referenced to NAD 83.
 AJ2685
 AJ2685.The geoid height was determined by GEOID03.
 AJ2685
 AJ2685;                    North         East     Units Scale Factor Converg.
 AJ2685;SPC TN       -   109,943.781   246,184.467   MT  0.99999810   -2 16 36.9
 AJ2685;SPC TN       -   360,707.22    807,690.21   sFT  0.99999810   -2 16 36.9
 AJ2685;UTM  16      - 3,905,803.056   237,155.845   MT  1.00045151   -1 40 08.1
 AJ2685
 AJ2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2685!SPC TN       -   0.99999188  x   0.99999810  =   0.99998998
 AJ2685!UTM  16      -   0.99999188  x   1.00045151  =   1.00044338
 AJ2685
 AJ2685                          SUPERSEDED SURVEY CONTROL
 AJ2685
 AJ2685.No superseded survey control is available for this station.
 AJ2685
 AJ2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3715605803(NAD 83)
 AJ2685_MARKER: DD = SURVEY DISK
 AJ2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2685_MARK LOGO: TN1620
 AJ2685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2685+STABILITY: SURFACE MOTION
 AJ2685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2685+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 AJ2685
 AJ2685  HISTORY     - Date     Condition        Report By
 AJ2685  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2685  HISTORY     - 20021218 GOOD             TN1620
 AJ2685
 AJ2685                          STATION DESCRIPTION
 AJ2685
 AJ2685'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2685'THE STATION IS LOCATED IN THE NORTHWEST PART OF SHELBY COUNTY
 AJ2685'APPROXIMATELY 2.00 MILES (3.22 KM) SOUTH OF CHAS W BAKER AIRPORT IN
 AJ2685'MILLINGTON TENNESSEE.
 AJ2685'THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF WALTER K SINGLETON
 AJ2685'PARKWAY AND BOLEN HUSE ROAD.
 AJ2685'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2685'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2685'THE GROUND.  THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF
 AJ2685'SINGLETON PARKWAY AND BOLEN HUSE ROAD BEHIND CURB AT THE END OF CURB
 AJ2685'RADIUS (ER) ON SINGLETON PARKWAY.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2685'WITH THE GROUND.
 AJ2685
 AJ2685                          STATION RECOVERY (2002)
 AJ2685
 AJ2685'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 AJ2685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2686 ***********************************************************************
 AJ2686  DESIGNATION -  517
 AJ2686  PID         -  AJ2686
 AJ2686  STATE/COUNTY-  TN/SHELBY
 AJ2686  USGS QUAD   -  MILLINGTON (1997)
 AJ2686
 AJ2686                         *CURRENT SURVEY CONTROL
 AJ2686  ___________________________________________________________________
 AJ2686* NAD 83(1995)-  35 15 56.40581(N)    089 53 19.03901(W)     ADJUSTED  
 AJ2686* NAVD 88     -        77.17   (meters)     253.2    (feet)  LEVELING  
 AJ2686  ___________________________________________________________________
 AJ2686  X           -      10,134.600 (meters)                     COMP
 AJ2686  Y           -  -5,213,496.204 (meters)                     COMP
 AJ2686  Z           -   3,662,000.158 (meters)                     COMP
 AJ2686  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AJ2686  ELLIP HEIGHT-          49.90  (meters)          (04/26/01) GPS OBS
 AJ2686  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2686
 AJ2686  HORZ ORDER  -  FIRST
 AJ2686  VERT ORDER  -  THIRD ?
 AJ2686  ELLP ORDER  -  FOURTH    CLASS I
 AJ2686
 AJ2686.The horizontal coordinates were established by GPS observations
 AJ2686.and adjusted by the National Geodetic Survey in April 2001..
 AJ2686
 AJ2686.The orthometric height was determined by differential leveling.
 AJ2686.The vertical network tie was performed by a horz. field party for horz.
 AJ2686.obs reductions. Reset procedures were used to establish the elevation.
 AJ2686
 AJ2686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2686
 AJ2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2686
 AJ2686.The ellipsoidal height was determined by GPS observations
 AJ2686.and is referenced to NAD 83.
 AJ2686
 AJ2686.The geoid height was determined by GEOID03.
 AJ2686
 AJ2686;                    North         East     Units Scale Factor Converg.
 AJ2686;SPC TN       -   110,471.427   246,260.046   MT  0.99999727   -2 16 35.6
 AJ2686;SPC TN       -   362,438.34    807,938.17   sFT  0.99999727   -2 16 35.6
 AJ2686;UTM  16      - 3,906,331.714   237,225.853   MT  1.00045105   -1 40 07.5
 AJ2686
 AJ2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2686!SPC TN       -   0.99999217  x   0.99999727  =   0.99998944
 AJ2686!UTM  16      -   0.99999217  x   1.00045105  =   1.00044321
 AJ2686
 AJ2686                          SUPERSEDED SURVEY CONTROL
 AJ2686
 AJ2686.No superseded survey control is available for this station.
 AJ2686
 AJ2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3722606332(NAD 83)
 AJ2686_MARKER: DD = SURVEY DISK
 AJ2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2686_MARK LOGO: TN1620
 AJ2686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2686+STABILITY: SURFACE MOTION
 AJ2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2686+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2003
 AJ2686
 AJ2686  HISTORY     - Date     Condition        Report By
 AJ2686  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2686  HISTORY     - 20031107 GOOD             TN1620
 AJ2686
 AJ2686                          STATION DESCRIPTION
 AJ2686
 AJ2686'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2686'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2686'MILES (3.22 KM) SOUTH OF CHAS W BAKER AIRPORT IN MILLINGTON TENNESSEE.
 AJ2686'TO REACH THE STATION FROM THE INTERSECTION OF SGT WALTER K SINGLETON
 AJ2686'PARKWAY AND BOLEN HUSE ROAD, PROCEED NORTH ON SINGLETON PARKWAY
 AJ2686'APPROXIMATELY 0.30 MILES (0.48 KM) .  THE STATION IS ON THE LEFT.
 AJ2686'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON TOP OF A
 AJ2686'1/2 INCH REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE
 AJ2686'MONUMENT SET IN THE GROUND.  THE STATION IS LOCATED 100.00 FEET (30.48
 AJ2686'M) SOUTH OF THE CENTERLINE OF A DRIVEWAY TO ADDRESS 5093/5159
 AJ2686'SINGLETON PARKWAY, IN THE GRASS MEDIAN IN THE CENTER OF SINGLETON
 AJ2686'PARKWAY.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2686
 AJ2686                          STATION RECOVERY (2003)
 AJ2686
 AJ2686'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1757 ***********************************************************************
 GB1757  DESIGNATION -  518
 GB1757  PID         -  GB1757
 GB1757  STATE/COUNTY-  TN/PUTNAM
 GB1757  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1757
 GB1757                         *CURRENT SURVEY CONTROL
 GB1757  ___________________________________________________________________
 GB1757* NAD 83(1986)-  36 08 10.     (N)    085 47 21.     (W)     SCALED    
 GB1757* NAVD 88     -       157.288  (meters)     516.04   (feet)  ADJUSTED  
 GB1757  ___________________________________________________________________
 GB1757  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1757  DYNAMIC HT  -         157.151 (meters)     515.59  (feet)  COMP
 GB1757  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 GB1757
 GB1757  VERT ORDER  -  SECOND    CLASS 0
 GB1757
 GB1757.The horizontal coordinates were scaled from a topographic map and have
 GB1757.an estimated accuracy of +/- 6 seconds.
 GB1757
 GB1757.The orthometric height was determined by differential leveling
 GB1757.and adjusted by the National Geodetic Survey in June 1991..
 GB1757
 GB1757.The geoid height was determined by GEOID03.
 GB1757
 GB1757.The dynamic height is computed by dividing the NAVD 88
 GB1757.geopotential number by the normal gravity value computed on the
 GB1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1757.degrees latitude (g = 980.6199 gals.).
 GB1757
 GB1757.The modeled gravity was interpolated from observed gravity values.
 GB1757
 GB1757;                    North         East    Units  Estimated Accuracy
 GB1757;SPC TN       -   200,040.      618,980.      MT  (+/- 180 meters Scaled)
 GB1757
 GB1757                          SUPERSEDED SURVEY CONTROL
 GB1757
 GB1757  NGVD 29 (??/??/92)  157.358  (m)          516.27   (f) ADJ UNCH    2 0
 GB1757
 GB1757.Superseded values are not recommended for survey control.
 GB1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1757.See file dsdata.txt to determine how the superseded data were derived.
 GB1757
 GB1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE089997(NAD 83)
 GB1757_MARKER: Q = CHISELED SQUARE
 GB1757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1757_SP_SET: PLATFORM
 GB1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1757
 GB1757  HISTORY     - Date     Condition        Report By
 GB1757  HISTORY     - UNK      MONUMENTED       USGS
 GB1757  HISTORY     - 1935     GOOD             NGS
 GB1757  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1757
 GB1757                          STATION DESCRIPTION
 GB1757
 GB1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1757'AT BUFFALO VALLEY.
 GB1757'AT BUFFALO VALLEY, PUTNAM COUNTY, ON THE TENNESSEE CENTRAL
 GB1757'RAILWAY, IN FRONT OF A GROCERY STORE, 100 FEET NORTH OF THE TRACK,
 GB1757'ON THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE PLATFORM, AND
 GB1757'0.6 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE BUILDING.  A
 GB1757'CHISELED SQUARE.
 GB1757
 GB1757                          STATION RECOVERY (1960)
 GB1757
 GB1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2663 ***********************************************************************
 AJ2663  DESIGNATION -  51N
 AJ2663  PID         -  AJ2663
 AJ2663  STATE/COUNTY-  TN/SHELBY
 AJ2663  USGS QUAD   -  MUNFORD (1983)
 AJ2663
 AJ2663                         *CURRENT SURVEY CONTROL
 AJ2663  ___________________________________________________________________
 AJ2663* NAD 83(1995)-  35 23 15.75426(N)    089 51 27.01487(W)     ADJUSTED  
 AJ2663* NAVD 88     -       105.69   (meters)     346.8    (feet)  LEVELING  
 AJ2663  ___________________________________________________________________
 AJ2663  X           -      12,946.677 (meters)                     COMP
 AJ2663  Y           -  -5,205,683.799 (meters)                     COMP
 AJ2663  Z           -   3,673,063.680 (meters)                     COMP
 AJ2663  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AJ2663  ELLIP HEIGHT-          78.45  (meters)          (04/26/01) GPS OBS
 AJ2663  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ2663
 AJ2663  HORZ ORDER  -  FIRST
 AJ2663  VERT ORDER  -  THIRD ?
 AJ2663  ELLP ORDER  -  FOURTH    CLASS I
 AJ2663
 AJ2663.The horizontal coordinates were established by GPS observations
 AJ2663.and adjusted by the National Geodetic Survey in April 2001..
 AJ2663
 AJ2663.The orthometric height was determined by differential leveling.
 AJ2663.The vertical network tie was performed by a horz. field party for horz.
 AJ2663.obs reductions. Reset procedures were used to establish the elevation.
 AJ2663
 AJ2663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2663
 AJ2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2663
 AJ2663.The ellipsoidal height was determined by GPS observations
 AJ2663.and is referenced to NAD 83.
 AJ2663
 AJ2663.The geoid height was determined by GEOID03.
 AJ2663
 AJ2663;                    North         East     Units Scale Factor Converg.
 AJ2663;SPC TN       -   123,888.774   249,622.840   MT  0.99997855   -2 15 30.0
 AJ2663;SPC TN       -   406,458.42    818,970.93   sFT  0.99997855   -2 15 30.0
 AJ2663;UTM  16      - 3,919,789.927   240,448.198   MT  1.00043028   -1 39 20.6
 AJ2663
 AJ2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2663!SPC TN       -   0.99998769  x   0.99997855  =   0.99996624
 AJ2663!UTM  16      -   0.99998769  x   1.00043028  =   1.00041796
 AJ2663
 AJ2663                          SUPERSEDED SURVEY CONTROL
 AJ2663
 AJ2663.No superseded survey control is available for this station.
 AJ2663
 AJ2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4044819790(NAD 83)
 AJ2663_MARKER: DD = SURVEY DISK
 AJ2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2663_MARK LOGO: TN1620
 AJ2663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2663+STABILITY: SURFACE MOTION
 AJ2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2663+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2663
 AJ2663  HISTORY     - Date     Condition        Report By
 AJ2663  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2663
 AJ2663                          STATION DESCRIPTION
 AJ2663
 AJ2663'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2663'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SHELBY COUNTY
 AJ2663'APPROXIMATELY 1.00 MILES (1.61 KM) NORTH OF MILLINGTON TENNESSEE IN
 AJ2663'THE KERRVILLE COMMUNITY.
 AJ2663'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 51 (HWY 51) AND
 AJ2663'THE SHELBY-TIPTON COUNTY LINE, PROCEED SOUTH ON HIGHWAY 51 FOR
 AJ2663'APPROXIMATELY 0.50 MILE (0.80 KM) .  THE STATION IS ON THE LEFT.
 AJ2663'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2663'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2663'THE GROUND.  THE STATION IS LOCATED IN THE GRASS MEDIAN SEPERATING
 AJ2663'NORTH AND SOUTH BOUND LANES OF HIGHWAY 51 APPROXIMATELY 0.10 MILES
 AJ2663'(0.16 KM) NORTH OF SULLIVAN ROAD, IN THE CENTER OF GRASS MEDIAN, 47.00
 AJ2663'FEET (14.33 M) WEST OF THE CENTERLINE OF THE NORTH BOUND LANES, 41.00
 AJ2663'FEET (12.50 M) NORTH OF THE CENTERLINE OF A ASHPALT DRIVEWAY TO A
 AJ2663'CHURCH, 29.00 FEET (8.84 M) SOUTH OF THE SOUTH END OF A GRATE FOR AN
 AJ2663'INLET IN MEDIAN.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2381 ***********************************************************************
 GA2381  DESIGNATION -  521
 GA2381  PID         -  GA2381
 GA2381  STATE/COUNTY-  TN/JEFFERSON
 GA2381  USGS QUAD   -  NEW MARKET (1987)
 GA2381
 GA2381                         *CURRENT SURVEY CONTROL
 GA2381  ___________________________________________________________________
 GA2381* NAD 83(1986)-  36 01 23.     (N)    083 31 37.     (W)     SCALED    
 GA2381* NAVD 88     -       329.80   (+/-2cm)    1082.0    (feet)  VERTCON   
 GA2381  ___________________________________________________________________
 GA2381  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2381
 GA2381  VERT ORDER  -  ? (See Below)
 GA2381
 GA2381.The horizontal coordinates were scaled from a topographic map and have
 GA2381.an estimated accuracy of +/- 6 seconds.
 GA2381
 GA2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2381.The vertical order pertains to the NGVD 29 superseded value.
 GA2381
 GA2381.The geoid height was determined by GEOID03.
 GA2381
 GA2381;                    North         East    Units  Estimated Accuracy
 GA2381;SPC TN       -   190,290.      822,880.      MT  (+/- 180 meters Scaled)
 GA2381
 GA2381                          SUPERSEDED SURVEY CONTROL
 GA2381
 GA2381  NGVD 29 (??/??/92)  329.964  (m)         1082.56   (f) ADJ UNCH    ?  
 GA2381
 GA2381.Superseded values are not recommended for survey control.
 GA2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2381.See file dsdata.txt to determine how the superseded data were derived.
 GA2381
 GA2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV722894(NAD 83)
 GA2381_MARKER: DD = SURVEY DISK
 GA2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2381_STAMPING: 521
 GA2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2381+STABILITY: SURFACE MOTION
 GA2381
 GA2381  HISTORY     - Date     Condition        Report By
 GA2381  HISTORY     - UNK      MONUMENTED       TNGS
 GA2381  HISTORY     - 1936     GOOD             TVA
 GA2381
 GA2381                          STATION DESCRIPTION
 GA2381
 GA2381'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2381'0.3 MI SW FROM PIEDMONT.
 GA2381'0.3 MILE SOUTHWEST ALONG A COUNTY ROAD LEADING TO DUMPLIN FROM
 GA2381'PIEDMONT, JEFFERSON COUNTY, 0.3 MILE EAST ALONG U.S. HIGHWAY 70,
 GA2381'0.9 MILE EAST OF A SERVICE STATION, ON THE TOP OF A HILL NEAR THE
 GA2381'EAST END OF A TWO-MILE STRETCH OF STRAIGHT ROAD, 500 FEET EAST OF
 GA2381'A 35-INCH POPLAR TREE WHICH STANDS ON THE NORTH SIDE OF THE ROAD
 GA2381'ON A FARM, NEAR THE EAST END OF ANOTHER FARM, 504 FEET WEST OF THE
 GA2381'PROPERTY LINE BETWEEN THE TWO FARMS, AND 24 FEET SOUTH OF THE
 GA2381'CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 GA2381'521 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0121 ***********************************************************************
 FE0121  DESIGNATION -  524.4
 FE0121  PID         -  FE0121
 FE0121  STATE/COUNTY-  TN/HENDERSON
 FE0121  USGS QUAD   -  LIFE (1991)
 FE0121
 FE0121                         *CURRENT SURVEY CONTROL
 FE0121  ___________________________________________________________________
 FE0121* NAD 83(1986)-  35 36 49.     (N)    088 28 42.     (W)     SCALED    
 FE0121* NAVD 88     -       159.78   (+/-2cm)     524.2    (feet)  VERTCON   
 FE0121  ___________________________________________________________________
 FE0121  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0121
 FE0121  VERT ORDER  -  ? (See Below)
 FE0121
 FE0121.The horizontal coordinates were scaled from a topographic map and have
 FE0121.an estimated accuracy of +/- 6 seconds.
 FE0121
 FE0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0121.The vertical order pertains to the NGVD 29 superseded value.
 FE0121
 FE0121.The geoid height was determined by GEOID03.
 FE0121
 FE0121;                    North         East    Units  Estimated Accuracy
 FE0121;SPC TN       -   144,890.      375,490.      MT  (+/- 180 meters Scaled)
 FE0121
 FE0121                          SUPERSEDED SURVEY CONTROL
 FE0121
 FE0121  NGVD 29 (??/??/??)  159.798  (m)          524.27   (f) ADJUSTED    ?  
 FE0121
 FE0121.Superseded values are not recommended for survey control.
 FE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0121.See file dsdata.txt to determine how the superseded data were derived.
 FE0121
 FE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE661421(NAD 83)
 FE0121_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0121_STAMPING: 524.382
 FE0121_MARK LOGO: USGS  
 FE0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0121
 FE0121  HISTORY     - Date     Condition        Report By
 FE0121  HISTORY     - UNK      MONUMENTED       USGS
 FE0121  HISTORY     - 1935     GOOD             CGS
 FE0121
 FE0121                          STATION DESCRIPTION
 FE0121
 FE0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0121'AT LIFE.
 FE0121'AT LIFE, HENDERSON COUNTY, ON THE NASHVILLE, CHATTANOOGA AND ST.
 FE0121'LOUIS RAILWAY, 190 FEET SOUTH OF THE TRACK, IN THE YARD OF CHARLES
 FE0121'D. BELL IN 1934, 35 FEET WEST OF A ROAD, 10 FEET WEST OF THE
 FE0121'NORTHEAST CORNER OF THE YARD, AND 8 INCHES INSIDE THE FENCE LINE.
 FE0121'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 524.382
 FE0121'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 18
 FE0121'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0823 ***********************************************************************
 GB0823  DESIGNATION -  525
 GB0823  PID         -  GB0823
 GB0823  STATE/COUNTY-  TN/ANDERSON
 GB0823  USGS QUAD   -  LAKE CITY (1973)
 GB0823
 GB0823                         *CURRENT SURVEY CONTROL
 GB0823  ___________________________________________________________________
 GB0823* NAD 83(1986)-  36 11 26.     (N)    084 08 41.     (W)     SCALED    
 GB0823* NAVD 88     -       288.203  (meters)     945.55   (feet)  ADJUSTED  
 GB0823  ___________________________________________________________________
 GB0823  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB0823  DYNAMIC HT  -         287.944 (meters)     944.70  (feet)  COMP
 GB0823  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 GB0823
 GB0823  VERT ORDER  -  SECOND    CLASS 0
 GB0823
 GB0823.The horizontal coordinates were scaled from a topographic map and have
 GB0823.an estimated accuracy of +/- 6 seconds.
 GB0823
 GB0823.The orthometric height was determined by differential leveling
 GB0823.and adjusted by the National Geodetic Survey in June 1991..
 GB0823
 GB0823.The geoid height was determined by GEOID03.
 GB0823
 GB0823.The dynamic height is computed by dividing the NAVD 88
 GB0823.geopotential number by the normal gravity value computed on the
 GB0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0823.degrees latitude (g = 980.6199 gals.).
 GB0823
 GB0823.The modeled gravity was interpolated from observed gravity values.
 GB0823
 GB0823;                    North         East    Units  Estimated Accuracy
 GB0823;SPC TN       -   207,640.      766,860.      MT  (+/- 180 meters Scaled)
 GB0823
 GB0823                          SUPERSEDED SURVEY CONTROL
 GB0823
 GB0823  NGVD 29 (??/??/92)  288.332  (m)          945.97   (f) ADJ UNCH    2 0
 GB0823
 GB0823.Superseded values are not recommended for survey control.
 GB0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0823.See file dsdata.txt to determine how the superseded data were derived.
 GB0823
 GB0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF567088(NAD 83)
 GB0823_MARKER: DD = SURVEY DISK
 GB0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0823_STAMPING: 525
 GB0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0823+STABILITY: SURFACE MOTION
 GB0823
 GB0823  HISTORY     - Date     Condition        Report By
 GB0823  HISTORY     - UNK      MONUMENTED       TNGS
 GB0823  HISTORY     - 1964     GOOD             TNGS
 GB0823
 GB0823                          STATION DESCRIPTION
 GB0823
 GB0823'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GB0823'2.6 MI SE FROM LAKE CITY.
 GB0823'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0823'AT LAKE CITY, GO SOUTHEAST ON U.S. HIGHWAY 25W FOR 2.6 MILES
 GB0823'TO THE MARK ON THE LEFT.  THE MARK IS 34 FEET EAST OF THE
 GB0823'APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 12 FEET NORTHWEST OF A
 GB0823'PAVED DRIVE, 1.0 FOOT WEST OF A METAL WITNESS POST WITH SIGN
 GB0823'AND ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS
 GB0823'A U.S. COAST AND GEODETIC AND STATE SURVEY DISK, SET IN THE TOP
 GB0823'OF A 6-INCH, SQUARE, CONCRETE MONUMENT, PROJECTING ABOUT 4
 GB0823'INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2687 ***********************************************************************
 AJ2687  DESIGNATION -  526
 AJ2687  PID         -  AJ2687
 AJ2687  STATE/COUNTY-  TN/SHELBY
 AJ2687  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2687
 AJ2687                         *CURRENT SURVEY CONTROL
 AJ2687  ___________________________________________________________________
 AJ2687* NAD 83(1995)-  35 02 50.49602(N)    090 03 45.88182(W)     ADJUSTED  
 AJ2687* NAVD 88     -        81.81   (meters)     268.4    (feet)  LEVELING  
 AJ2687  ___________________________________________________________________
 AJ2687  X           -      -5,724.617 (meters)                     COMP
 AJ2687  Y           -  -5,227,452.879 (meters)                     COMP
 AJ2687  Z           -   3,642,200.922 (meters)                     COMP
 AJ2687  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AJ2687  ELLIP HEIGHT-          54.50  (meters)          (04/26/01) GPS OBS
 AJ2687  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ2687
 AJ2687  HORZ ORDER  -  FIRST
 AJ2687  VERT ORDER  -  THIRD ?
 AJ2687  ELLP ORDER  -  FOURTH    CLASS I
 AJ2687
 AJ2687.The horizontal coordinates were established by GPS observations
 AJ2687.and adjusted by the National Geodetic Survey in April 2001..
 AJ2687
 AJ2687.The orthometric height was determined by differential leveling.
 AJ2687.The vertical network tie was performed by a horz. field party for horz.
 AJ2687.obs reductions. Reset procedures were used to establish the elevation.
 AJ2687
 AJ2687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2687
 AJ2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2687
 AJ2687.The ellipsoidal height was determined by GPS observations
 AJ2687.and is referenced to NAD 83.
 AJ2687
 AJ2687.The geoid height was determined by GEOID03.
 AJ2687
 AJ2687;                    North         East     Units Scale Factor Converg.
 AJ2687;SPC TN       -    86,915.419   229,424.181   MT  1.00004194   -2 22 42.6
 AJ2687;SPC TN       -   285,155.00    752,702.50   sFT  1.00004194   -2 22 42.6
 AJ2687;UTM  15      - 3,882,240.743   767,915.136   MT  1.00048473   +1 41 15.8
 AJ2687;UTM  16      - 3,882,585.336   220,634.921   MT  1.00056198   -1 45 35.7
 AJ2687
 AJ2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2687!SPC TN       -   0.99999145  x   1.00004194  =   1.00003339
 AJ2687!UTM  15      -   0.99999145  x   1.00048473  =   1.00047617
 AJ2687!UTM  16      -   0.99999145  x   1.00056198  =   1.00055342
 AJ2687
 AJ2687                          SUPERSEDED SURVEY CONTROL
 AJ2687
 AJ2687.No superseded survey control is available for this station.
 AJ2687
 AJ2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6791582241(NAD 83)
 AJ2687_MARKER: DD = SURVEY DISK
 AJ2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2687_MARK LOGO: TN1620
 AJ2687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2687+STABILITY: SURFACE MOTION
 AJ2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2687+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 AJ2687
 AJ2687  HISTORY     - Date     Condition        Report By
 AJ2687  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2687  HISTORY     - 20030829 GOOD             TN1620
 AJ2687
 AJ2687                          STATION DESCRIPTION
 AJ2687
 AJ2687'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2687'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2687'MILES (1.61 KM) NORTH OF WALTER CHANDLER CITY PARK.
 AJ2687'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 61 (HWY 61) AND
 AJ2687'RAINES ROAD, PROCEED NORTH ON HIGHWAY 61 APPROXIMATELY 1.20 MILES
 AJ2687'(1.93 KM) TO FAIRWAY AVENUE.  THE STATION IS LOCATED ON THE RIGHT.
 AJ2687'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON TOP OF A
 AJ2687'1/2 INCH REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE
 AJ2687'MONUMENT SET IN THE GROUND.  THE STATION IS LOCATED ON THE SOUTHEAST
 AJ2687'CORNER OF HIGHWAY 61 AND FAIRWAY AVENUE, AT THE BACK OF SIDEWALK AT
 AJ2687'THE EAST SIDE OF A HANDICAP RAMP.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2687'WITH THE GROUND.
 AJ2687
 AJ2687                          STATION RECOVERY (2003)
 AJ2687
 AJ2687'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0658 ***********************************************************************
 GB0658  DESIGNATION -  529
 GB0658  PID         -  GB0658
 GB0658  STATE/COUNTY-  TN/ANDERSON
 GB0658  USGS QUAD   -  LAKE CITY (1973)
 GB0658
 GB0658                         *CURRENT SURVEY CONTROL
 GB0658  ___________________________________________________________________
 GB0658* NAD 83(1986)-  36 13 43.     (N)    084 09 25.     (W)     SCALED    
 GB0658* NAVD 88     -       275.990  (meters)     905.48   (feet)  ADJUSTED  
 GB0658  ___________________________________________________________________
 GB0658  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GB0658  DYNAMIC HT  -         275.742 (meters)     904.66  (feet)  COMP
 GB0658  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GB0658
 GB0658  VERT ORDER  -  SECOND    CLASS 0
 GB0658
 GB0658.The horizontal coordinates were scaled from a topographic map and have
 GB0658.an estimated accuracy of +/- 6 seconds.
 GB0658
 GB0658.The orthometric height was determined by differential leveling
 GB0658.and adjusted by the National Geodetic Survey in June 1991..
 GB0658
 GB0658.The geoid height was determined by GEOID03.
 GB0658
 GB0658.The dynamic height is computed by dividing the NAVD 88
 GB0658.geopotential number by the normal gravity value computed on the
 GB0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0658.degrees latitude (g = 980.6199 gals.).
 GB0658
 GB0658.The modeled gravity was interpolated from observed gravity values.
 GB0658
 GB0658;                    North         East    Units  Estimated Accuracy
 GB0658;SPC TN       -   211,840.      765,680.      MT  (+/- 180 meters Scaled)
 GB0658
 GB0658                          SUPERSEDED SURVEY CONTROL
 GB0658
 GB0658  NGVD 29 (??/??/92)  276.104  (m)          905.85   (f) ADJ UNCH    2 0
 GB0658
 GB0658.Superseded values are not recommended for survey control.
 GB0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0658.See file dsdata.txt to determine how the superseded data were derived.
 GB0658
 GB0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF555130(NAD 83)
 GB0658_MARKER: DD = SURVEY DISK
 GB0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0658_STAMPING: 529
 GB0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0658+STABILITY: SURFACE MOTION
 GB0658
 GB0658  HISTORY     - Date     Condition        Report By
 GB0658  HISTORY     - UNK      MONUMENTED       TNGS
 GB0658  HISTORY     - 1961     GOOD             NGS
 GB0658  HISTORY     - 1973     GOOD             TVA
 GB0658
 GB0658                          STATION DESCRIPTION
 GB0658
 GB0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0658'0.7 MI N FROM LAKE CITY.
 GB0658'FROM THE POST OFFICE IN LAKE CITY, GO 0.7 MILE NORTH ON U.S.
 GB0658'HIGHWAY 25W TO THE JUNCTION OF STATE HIGHWAY 71 AND U.S. HIGHWAY
 GB0658'441.  THE BENCH MARK IS ABOUT 100 YARDS EAST OF THE JUNCTION,
 GB0658'ABOUT 40 FT. NORTH OF THE CENTER OF STATE HIGHWAY 71 AND U.S.
 GB0658'HIGHWAY 441, SET AT THE SOUTHEAST CORNER OF A GARAGE CONNECTED
 GB0658'TO A HOUSE AND DUG INTO THE SIDE OF A BANK, 0.4 FT. WEST OF A
 GB0658'WITNESS SIGN, AND ABOUT LEVEL WITH THE ROOF OF THE GARAGE.  THE
 GB0658'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 GB0658'ABOUT 30 FT. ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- 0.8 MILE
 GB0658'NORTH ALONG U.S. HIGHWAY 25 W FROM COAL CREEK.
 GB0658
 GB0658                          STATION RECOVERY (1973)
 GB0658
 GB0658'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1909 ***********************************************************************
 GB1909  DESIGNATION -  53 1
 GB1909  PID         -  GB1909
 GB1909  STATE/COUNTY-  TN/JACKSON
 GB1909  USGS QUAD   -  GAINESBORO (1979)
 GB1909
 GB1909                         *CURRENT SURVEY CONTROL
 GB1909  ___________________________________________________________________
 GB1909* NAD 83(1986)-  36 21 57.     (N)    085 39 05.     (W)     SCALED    
 GB1909* NAVD 88     -       162.558  (meters)     533.33   (feet)  ADJUSTED  
 GB1909  ___________________________________________________________________
 GB1909  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB1909  DYNAMIC HT  -         162.416 (meters)     532.86  (feet)  COMP
 GB1909  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GB1909
 GB1909  VERT ORDER  -  SECOND    CLASS 0
 GB1909
 GB1909.The horizontal coordinates were scaled from a topographic map and have
 GB1909.an estimated accuracy of +/- 6 seconds.
 GB1909
 GB1909.The orthometric height was determined by differential leveling
 GB1909.and adjusted by the National Geodetic Survey in June 1991..
 GB1909
 GB1909.The geoid height was determined by GEOID03.
 GB1909
 GB1909.The dynamic height is computed by dividing the NAVD 88
 GB1909.geopotential number by the normal gravity value computed on the
 GB1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1909.degrees latitude (g = 980.6199 gals.).
 GB1909
 GB1909.The modeled gravity was interpolated from observed gravity values.
 GB1909
 GB1909;                    North         East    Units  Estimated Accuracy
 GB1909;SPC TN       -   225,560.      631,290.      MT  (+/- 180 meters Scaled)
 GB1909
 GB1909                          SUPERSEDED SURVEY CONTROL
 GB1909
 GB1909  NGVD 29 (??/??/92)  162.656  (m)          533.65   (f) ADJ UNCH    2 0
 GB1909
 GB1909.Superseded values are not recommended for survey control.
 GB1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1909.See file dsdata.txt to determine how the superseded data were derived.
 GB1909
 GB1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF209253(NAD 83)
 GB1909_MARKER: DD = SURVEY DISK
 GB1909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1909_SP_SET: CULVERT
 GB1909_STAMPING: 53-1 1966
 GB1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1909
 GB1909  HISTORY     - Date     Condition        Report By
 GB1909  HISTORY     - 1966     MONUMENTED       TNHD
 GB1909
 GB1909                          STATION DESCRIPTION
 GB1909
 GB1909'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1909'1 MI N FROM GAINESBORO.
 GB1909'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1909'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1909'FOR 1.0 MILE TO A CURVE LEFT AND THE MARK ON THE LEFT, 31 FEET
 GB1909'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE, 25
 GB1909'FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 56 AND 6
 GB1909'FEET SOUTHWEST OF A TELEPHONE POLE.  THE DISK IS CEMENTED FLUSH
 GB1909'IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1930 ***********************************************************************
 GB1930  DESIGNATION -  53 10
 GB1930  PID         -  GB1930
 GB1930  STATE/COUNTY-  TN/CLAY
 GB1930  USGS QUAD   -  BURRISTOWN (1979)
 GB1930
 GB1930                         *CURRENT SURVEY CONTROL
 GB1930  ___________________________________________________________________
 GB1930* NAD 83(1986)-  36 29 00.     (N)    085 33 42.     (W)     SCALED    
 GB1930* NAVD 88     -       164.536  (meters)     539.82   (feet)  ADJUSTED  
 GB1930  ___________________________________________________________________
 GB1930  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GB1930  DYNAMIC HT  -         164.395 (meters)     539.35  (feet)  COMP
 GB1930  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GB1930
 GB1930  VERT ORDER  -  SECOND    CLASS 0
 GB1930
 GB1930.The horizontal coordinates were scaled from a topographic map and have
 GB1930.an estimated accuracy of +/- 6 seconds.
 GB1930
 GB1930.The orthometric height was determined by differential leveling
 GB1930.and adjusted by the National Geodetic Survey in June 1991..
 GB1930
 GB1930.The geoid height was determined by GEOID03.
 GB1930
 GB1930.The dynamic height is computed by dividing the NAVD 88
 GB1930.geopotential number by the normal gravity value computed on the
 GB1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1930.degrees latitude (g = 980.6199 gals.).
 GB1930
 GB1930.The modeled gravity was interpolated from observed gravity values.
 GB1930
 GB1930;                    North         East    Units  Estimated Accuracy
 GB1930;SPC TN       -   238,640.      639,280.      MT  (+/- 180 meters Scaled)
 GB1930
 GB1930                          SUPERSEDED SURVEY CONTROL
 GB1930
 GB1930  NGVD 29 (??/??/92)  164.642  (m)          540.16   (f) ADJ UNCH    2 0
 GB1930
 GB1930.Superseded values are not recommended for survey control.
 GB1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1930.See file dsdata.txt to determine how the superseded data were derived.
 GB1930
 GB1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF288385(NAD 83)
 GB1930_MARKER: DD = SURVEY DISK
 GB1930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1930_SP_SET: BRIDGE CURB
 GB1930_STAMPING: 53-10 1966
 GB1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1930
 GB1930  HISTORY     - Date     Condition        Report By
 GB1930  HISTORY     - 1966     MONUMENTED       TNHD
 GB1930
 GB1930                          STATION DESCRIPTION
 GB1930
 GB1930'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1930'5.5 MI SW FROM CELINA.
 GB1930'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1930'CELINA, GO EASTERLY ON STATE ROUTE 52 FOR 1 BLOCK TO THE JUNCTION
 GB1930'OF STATE ROUTES 52 AND 53.  TURN RIGHT AND GO SOUTHERLY ON
 GB1930'STATE ROUTE 52 AND 53 FOR 1.4 MILES TO THE JUNCTION OF STATE
 GB1930'ROUTES 52 AND 53.  TURN RIGHT AND GO WESTERLY AND SOUTHERLY
 GB1930'ON STATE ROUTE 53 FOR 5.5 MILES TO A CONCRETE BRIDGE AND THE
 GB1930'MARK ON THE RIGHT, 14 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB1930'ROUTE 53.  THE DISK IS SET FLUSH IN THE TOP OF THE WEST SAFETY
 GB1930'CURB OF THE BRIDGE.  IT IS 0.9 FOOT WEST OF THE EAST EDGE AND
 GB1930'0.8 FOOT SOUTH OF THE NORTH END OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1931 ***********************************************************************
 GB1931  DESIGNATION -  53 11
 GB1931  PID         -  GB1931
 GB1931  STATE/COUNTY-  TN/CLAY
 GB1931  USGS QUAD   -  BURRISTOWN (1979)
 GB1931
 GB1931                         *CURRENT SURVEY CONTROL
 GB1931  ___________________________________________________________________
 GB1931* NAD 83(1986)-  36 29 53.     (N)    085 33 21.     (W)     SCALED    
 GB1931* NAVD 88     -       164.588  (meters)     539.99   (feet)  ADJUSTED  
 GB1931  ___________________________________________________________________
 GB1931  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB1931  DYNAMIC HT  -         164.447 (meters)     539.52  (feet)  COMP
 GB1931  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GB1931
 GB1931  VERT ORDER  -  SECOND    CLASS 0
 GB1931
 GB1931.The horizontal coordinates were scaled from a topographic map and have
 GB1931.an estimated accuracy of +/- 6 seconds.
 GB1931
 GB1931.The orthometric height was determined by differential leveling
 GB1931.and adjusted by the National Geodetic Survey in June 1991..
 GB1931
 GB1931.The geoid height was determined by GEOID03.
 GB1931
 GB1931.The dynamic height is computed by dividing the NAVD 88
 GB1931.geopotential number by the normal gravity value computed on the
 GB1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1931.degrees latitude (g = 980.6199 gals.).
 GB1931
 GB1931.The modeled gravity was interpolated from observed gravity values.
 GB1931
 GB1931;                    North         East    Units  Estimated Accuracy
 GB1931;SPC TN       -   240,270.      639,800.      MT  (+/- 180 meters Scaled)
 GB1931
 GB1931                          SUPERSEDED SURVEY CONTROL
 GB1931
 GB1931  NGVD 29 (??/??/92)  164.694  (m)          540.33   (f) ADJ UNCH    2 0
 GB1931
 GB1931.Superseded values are not recommended for survey control.
 GB1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1931.See file dsdata.txt to determine how the superseded data were derived.
 GB1931
 GB1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF293401(NAD 83)
 GB1931_MARKER: DD = SURVEY DISK
 GB1931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1931_SP_SET: BRIDGE CURB
 GB1931_STAMPING: 53-11 1966
 GB1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1931
 GB1931  HISTORY     - Date     Condition        Report By
 GB1931  HISTORY     - 1966     MONUMENTED       TNHD
 GB1931
 GB1931                          STATION DESCRIPTION
 GB1931
 GB1931'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1931'4.5 MI SW FROM CELINA.
 GB1931'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1931'CELINA, GO EASTERLY ON STATE ROUTE 52 FOR ONE BLOCK TO THE
 GB1931'JUNCTION OF STATE ROUTE 53.  TURN RIGHT AND GO SOUTHERLY ON
 GB1931'STATE ROUTE 52 AND 53 FOR 1.4 MILES TO THE JUNCTION OF STATE
 GB1931'ROUTES 52 AND 53.  TURN RIGHT AND GO WESTERLY AND SOUTHERLY ON
 GB1931'STATE ROUTE 53 FOR 4.3 MILES TO A CONCRETE BRIDGE AND THE MARK
 GB1931'ON THE RIGHT, 14 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GB1931'ROUTE 53.  THE DISK IS SET FLUSH IN THE TOP OF THE NORTH SAFETY
 GB1931'CURB OF THE BRIDGE.  IT IS 1 FOOT NORTH OF THE SOUTH EDGE AND
 GB1931'1 FOOT WEST OF THE EAST END OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1932 ***********************************************************************
 GB1932  DESIGNATION -  53 12
 GB1932  PID         -  GB1932
 GB1932  STATE/COUNTY-  TN/CLAY
 GB1932  USGS QUAD   -  CELINA (1981)
 GB1932
 GB1932                         *CURRENT SURVEY CONTROL
 GB1932  ___________________________________________________________________
 GB1932* NAD 83(1986)-  36 30 03.     (N)    085 32 55.     (W)     SCALED    
 GB1932* NAVD 88     -       166.779  (meters)     547.17   (feet)  ADJUSTED  
 GB1932  ___________________________________________________________________
 GB1932  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB1932  DYNAMIC HT  -         166.636 (meters)     546.70  (feet)  COMP
 GB1932  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GB1932
 GB1932  VERT ORDER  -  SECOND    CLASS 0
 GB1932
 GB1932.The horizontal coordinates were scaled from a topographic map and have
 GB1932.an estimated accuracy of +/- 6 seconds.
 GB1932
 GB1932.The orthometric height was determined by differential leveling
 GB1932.and adjusted by the National Geodetic Survey in June 1991..
 GB1932
 GB1932.The geoid height was determined by GEOID03.
 GB1932
 GB1932.The dynamic height is computed by dividing the NAVD 88
 GB1932.geopotential number by the normal gravity value computed on the
 GB1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1932.degrees latitude (g = 980.6199 gals.).
 GB1932
 GB1932.The modeled gravity was interpolated from observed gravity values.
 GB1932
 GB1932;                    North         East    Units  Estimated Accuracy
 GB1932;SPC TN       -   240,580.      640,440.      MT  (+/- 180 meters Scaled)
 GB1932
 GB1932                          SUPERSEDED SURVEY CONTROL
 GB1932
 GB1932  NGVD 29 (??/??/92)  166.886  (m)          547.53   (f) ADJ UNCH    2 0
 GB1932
 GB1932.Superseded values are not recommended for survey control.
 GB1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1932.See file dsdata.txt to determine how the superseded data were derived.
 GB1932
 GB1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF299404(NAD 83)
 GB1932_MARKER: DD = SURVEY DISK
 GB1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1932_STAMPING: 53-12 1966
 GB1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1932+STABILITY: SURFACE MOTION
 GB1932
 GB1932  HISTORY     - Date     Condition        Report By
 GB1932  HISTORY     - 1966     MONUMENTED       TNHD
 GB1932
 GB1932                          STATION DESCRIPTION
 GB1932
 GB1932'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1932'3 MI SW FROM CELINA.
 GB1932'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1932'CELINA, GO EASTERLY ON STATE ROUTE 52 FOR ONE BLOCK TO THE
 GB1932'JUNCTION OF STATE ROUTE 53.  TURN RIGHT AND GO SOUTHERLY ON STATE
 GB1932'ROUTE 52 AND 53 FOR 1.4 MILES TO THE JUNCTION OF STATE ROUTES
 GB1932'52 AND 53.  TURN RIGHT AND GO WESTERLY AND SOUTHERLY ON STATE
 GB1932'ROUTE 53 FOR 3.4 MILES TO A HOUSE AND THE MARK ON THE RIGHT,
 GB1932'60 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE
 GB1932'TO THE HOUSE 19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB1932'ROUTE 53, 10 FEET NORTHEAST OF A FENCE CORNER, 7 FEET EAST OF
 GB1932'A POWERLINE POLE AND 2.1 FEET SOUTH OF A METAL WITNESS POST AND
 GB1932'SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1932'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2192 ***********************************************************************
 GB2192  DESIGNATION -  53 13
 GB2192  PID         -  GB2192
 GB2192  STATE/COUNTY-  TN/CLAY
 GB2192  USGS QUAD   -  CELINA (1981)
 GB2192
 GB2192                         *CURRENT SURVEY CONTROL
 GB2192  ___________________________________________________________________
 GB2192* NAD 83(1986)-  36 31 40.     (N)    085 31 14.     (W)     SCALED    
 GB2192* NAVD 88     -       168.824  (meters)     553.88   (feet)  ADJUSTED  
 GB2192  ___________________________________________________________________
 GB2192  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB2192  DYNAMIC HT  -         168.680 (meters)     553.41  (feet)  COMP
 GB2192  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 GB2192
 GB2192  VERT ORDER  -  SECOND    CLASS 0
 GB2192
 GB2192.The horizontal coordinates were scaled from a topographic map and have
 GB2192.an estimated accuracy of +/- 6 seconds.
 GB2192
 GB2192.The orthometric height was determined by differential leveling
 GB2192.and adjusted by the National Geodetic Survey in June 1991..
 GB2192
 GB2192.The geoid height was determined by GEOID03.
 GB2192
 GB2192.The dynamic height is computed by dividing the NAVD 88
 GB2192.geopotential number by the normal gravity value computed on the
 GB2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2192.degrees latitude (g = 980.6199 gals.).
 GB2192
 GB2192.The modeled gravity was interpolated from observed gravity values.
 GB2192
 GB2192;                    North         East    Units  Estimated Accuracy
 GB2192;SPC TN       -   243,580.      642,940.      MT  (+/- 180 meters Scaled)
 GB2192
 GB2192                          SUPERSEDED SURVEY CONTROL
 GB2192
 GB2192  NGVD 29 (??/??/92)  168.934  (m)          554.24   (f) ADJ UNCH    2 0
 GB2192
 GB2192.Superseded values are not recommended for survey control.
 GB2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2192.See file dsdata.txt to determine how the superseded data were derived.
 GB2192
 GB2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF324435(NAD 83)
 GB2192_MARKER: DD = SURVEY DISK
 GB2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2192_STAMPING: 53-13 1966
 GB2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2192+STABILITY: SURFACE MOTION
 GB2192
 GB2192  HISTORY     - Date     Condition        Report By
 GB2192  HISTORY     - 1966     MONUMENTED       TNHD
 GB2192
 GB2192                          STATION DESCRIPTION
 GB2192
 GB2192'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB2192'2 MI SW FROM CELINA.
 GB2192'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB2192'CELINA, GO EASTERLY ON STATE ROUTE 52 FOR ONE BLOCK TO THE
 GB2192'JUNCTION OF STATE ROUTE 53.  TURN RIGHT AND GO SOUTHERLY ON
 GB2192'STATE ROUTE 52 AND 53 FOR 1.4 MILES TO THE JUNCTION OF STATE
 GB2192'ROUTES 52 AND 53.  TURN RIGHT AND GO WESTERLY ON STATE ROUTE 53
 GB2192'FOR 0.7 MILE TO A WOODEN BRIDGE AND THE MARK ON THE RIGHT,
 GB2192'95 FEET NORTHEAST OF THE NORTHEAST END OF THE BRIDGE, 17 FEET
 GB2192'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 3.5
 GB2192'FEET SOUTH OF A METAL WITNESS POST AND SIGN AND 3 FEET
 GB2192'SOUTHEAST OF A WIRE FENCE.  THE DISK IS SET IN THE TOP OF A
 GB2192'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1913 ***********************************************************************
 GB1913  DESIGNATION -  53 2
 GB1913  PID         -  GB1913
 GB1913  STATE/COUNTY-  TN/JACKSON
 GB1913  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1913
 GB1913                         *CURRENT SURVEY CONTROL
 GB1913  ___________________________________________________________________
 GB1913* NAD 83(1986)-  36 22 40.     (N)    085 38 22.     (W)     SCALED    
 GB1913* NAVD 88     -       162.389  (meters)     532.77   (feet)  ADJUSTED  
 GB1913  ___________________________________________________________________
 GB1913  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GB1913  DYNAMIC HT  -         162.247 (meters)     532.31  (feet)  COMP
 GB1913  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 GB1913
 GB1913  VERT ORDER  -  SECOND    CLASS 0
 GB1913
 GB1913.The horizontal coordinates were scaled from a topographic map and have
 GB1913.an estimated accuracy of +/- 6 seconds.
 GB1913
 GB1913.The orthometric height was determined by differential leveling
 GB1913.and adjusted by the National Geodetic Survey in June 1991..
 GB1913
 GB1913.The geoid height was determined by GEOID03.
 GB1913
 GB1913.The dynamic height is computed by dividing the NAVD 88
 GB1913.geopotential number by the normal gravity value computed on the
 GB1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1913.degrees latitude (g = 980.6199 gals.).
 GB1913
 GB1913.The modeled gravity was interpolated from observed gravity values.
 GB1913
 GB1913;                    North         East    Units  Estimated Accuracy
 GB1913;SPC TN       -   226,890.      632,350.      MT  (+/- 180 meters Scaled)
 GB1913
 GB1913                          SUPERSEDED SURVEY CONTROL
 GB1913
 GB1913  NGVD 29 (??/??/92)  162.487  (m)          533.09   (f) ADJ UNCH    2 0
 GB1913
 GB1913.Superseded values are not recommended for survey control.
 GB1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1913.See file dsdata.txt to determine how the superseded data were derived.
 GB1913
 GB1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF220267(NAD 83)
 GB1913_MARKER: DD = SURVEY DISK
 GB1913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1913_SP_SET: BRIDGE
 GB1913_STAMPING: 53-2 1966
 GB1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1913
 GB1913  HISTORY     - Date     Condition        Report By
 GB1913  HISTORY     - 1966     MONUMENTED       TNHD
 GB1913
 GB1913                          STATION DESCRIPTION
 GB1913
 GB1913'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1913'2 MI N FROM GAINESBORO.
 GB1913'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1913'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1913'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1913'KEEP RIGHT ON STATE ROUTE 53 AND 85 FOR 1.15 MILES TO THE NORTH
 GB1913'END OF THE ROARING RIVER BRIDGE AND THE MARK ON THE RIGHT, 11 FEET
 GB1913'EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 85.  THE DISK
 GB1913'IS CEMENTED FLUSH IN A DRILL HOLE 0.7 FOOT SOUTH OF THE NORTH END
 GB1913'OF THE NORTHEAST WINGWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1917 ***********************************************************************
 GB1917  DESIGNATION -  53 3
 GB1917  PID         -  GB1917
 GB1917  STATE/COUNTY-  TN/JACKSON
 GB1917  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1917
 GB1917                         *CURRENT SURVEY CONTROL
 GB1917  ___________________________________________________________________
 GB1917* NAD 83(1986)-  36 24 01.     (N)    085 38 04.     (W)     SCALED    
 GB1917* NAVD 88     -       161.430  (meters)     529.62   (feet)  ADJUSTED  
 GB1917  ___________________________________________________________________
 GB1917  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GB1917  DYNAMIC HT  -         161.289 (meters)     529.16  (feet)  COMP
 GB1917  MODELED GRAV-     979,757.3   (mgal)                       NAVD 88
 GB1917
 GB1917  VERT ORDER  -  SECOND    CLASS 0
 GB1917
 GB1917.The horizontal coordinates were scaled from a topographic map and have
 GB1917.an estimated accuracy of +/- 6 seconds.
 GB1917
 GB1917.The orthometric height was determined by differential leveling
 GB1917.and adjusted by the National Geodetic Survey in June 1991..
 GB1917
 GB1917.The geoid height was determined by GEOID03.
 GB1917
 GB1917.The dynamic height is computed by dividing the NAVD 88
 GB1917.geopotential number by the normal gravity value computed on the
 GB1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1917.degrees latitude (g = 980.6199 gals.).
 GB1917
 GB1917.The modeled gravity was interpolated from observed gravity values.
 GB1917
 GB1917;                    North         East    Units  Estimated Accuracy
 GB1917;SPC TN       -   229,390.      632,790.      MT  (+/- 180 meters Scaled)
 GB1917
 GB1917                          SUPERSEDED SURVEY CONTROL
 GB1917
 GB1917  NGVD 29 (??/??/92)  161.531  (m)          529.96   (f) ADJ UNCH    2 0
 GB1917
 GB1917.Superseded values are not recommended for survey control.
 GB1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1917.See file dsdata.txt to determine how the superseded data were derived.
 GB1917
 GB1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF224292(NAD 83)
 GB1917_MARKER: DD = SURVEY DISK
 GB1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1917_STAMPING: 53-3 1966
 GB1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1917+STABILITY: SURFACE MOTION
 GB1917
 GB1917  HISTORY     - Date     Condition        Report By
 GB1917  HISTORY     - 1966     MONUMENTED       TNHD
 GB1917
 GB1917                          STATION DESCRIPTION
 GB1917
 GB1917'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1917'3.5 MI N FROM GAINESBORO.
 GB1917'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1917'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1917'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.  KEEP
 GB1917'RIGHT AND GO EASTERLY, THEN NORTHERLY, ON STATE ROUTE 53 AND 85 FOR
 GB1917'1.2 MILES TO THE JUNCTION ON STATE ROUTES 53 AND 85.  CONTINUE
 GB1917'NORTHERLY ON STATE ROUTE 53 FOR 1.6 MILES TO THE MARK ON THE
 GB1917'RIGHT, 21 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 3
 GB1917'FEET SOUTH OF A TELEPHONE POLE AND 1.7 FEET SOUTH OF A METAL
 GB1917'WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1917'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1923 ***********************************************************************
 GB1923  DESIGNATION -  53 4
 GB1923  PID         -  GB1923
 GB1923  STATE/COUNTY-  TN/JACKSON
 GB1923  USGS QUAD   -  BURRISTOWN (1979)
 GB1923
 GB1923                         *CURRENT SURVEY CONTROL
 GB1923  ___________________________________________________________________
 GB1923* NAD 83(1986)-  36 26 07.     (N)    085 37 29.     (W)     SCALED    
 GB1923* NAVD 88     -       160.640  (meters)     527.03   (feet)  ADJUSTED  
 GB1923  ___________________________________________________________________
 GB1923  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB1923  DYNAMIC HT  -         160.500 (meters)     526.57  (feet)  COMP
 GB1923  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 GB1923
 GB1923  VERT ORDER  -  SECOND    CLASS 0
 GB1923
 GB1923.The horizontal coordinates were scaled from a topographic map and have
 GB1923.an estimated accuracy of +/- 6 seconds.
 GB1923
 GB1923.The orthometric height was determined by differential leveling
 GB1923.and adjusted by the National Geodetic Survey in June 1991..
 GB1923
 GB1923.The geoid height was determined by GEOID03.
 GB1923
 GB1923.The dynamic height is computed by dividing the NAVD 88
 GB1923.geopotential number by the normal gravity value computed on the
 GB1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1923.degrees latitude (g = 980.6199 gals.).
 GB1923
 GB1923.The modeled gravity was interpolated from observed gravity values.
 GB1923
 GB1923;                    North         East    Units  Estimated Accuracy
 GB1923;SPC TN       -   233,280.      633,650.      MT  (+/- 180 meters Scaled)
 GB1923
 GB1923                          SUPERSEDED SURVEY CONTROL
 GB1923
 GB1923  NGVD 29 (??/??/92)  160.741  (m)          527.36   (f) ADJ UNCH    2 0
 GB1923
 GB1923.Superseded values are not recommended for survey control.
 GB1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1923.See file dsdata.txt to determine how the superseded data were derived.
 GB1923
 GB1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF232331(NAD 83)
 GB1923_MARKER: DD = SURVEY DISK
 GB1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1923_STAMPING: 53-4 1966
 GB1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1923+STABILITY: SURFACE MOTION
 GB1923
 GB1923  HISTORY     - Date     Condition        Report By
 GB1923  HISTORY     - 1966     MONUMENTED       TNHD
 GB1923
 GB1923                          STATION DESCRIPTION
 GB1923
 GB1923'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1923'6 MI N FROM GAINESBORO.
 GB1923'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1923'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1923'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1923'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53
 GB1923'AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53
 GB1923'AND 85.  CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 4.5 MILES TO A
 GB1923'LOG HOUSE ON THE RIGHT AND THE MARK ON THE LEFT, 87 FEET
 GB1923'EAST OF THE APPROXIMATE CENTER OF A DRIVE TO THE HOUSE, 27 FEET
 GB1923'WEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 14 FEET NORTH
 GB1923'OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 8 FEET WEST OF A
 GB1923'TRACK ROAD LEADING NORTH AND 1.5 FEET EAST OF A METAL WITNESS
 GB1923'POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10 INCH SQUARE,
 GB1923'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1924 ***********************************************************************
 GB1924  DESIGNATION -  53 5
 GB1924  PID         -  GB1924
 GB1924  STATE/COUNTY-  TN/JACKSON
 GB1924  USGS QUAD   -  BURRISTOWN (1979)
 GB1924
 GB1924                         *CURRENT SURVEY CONTROL
 GB1924  ___________________________________________________________________
 GB1924* NAD 83(1986)-  36 26 13.     (N)    085 36 39.     (W)     SCALED    
 GB1924* NAVD 88     -       157.844  (meters)     517.86   (feet)  ADJUSTED  
 GB1924  ___________________________________________________________________
 GB1924  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GB1924  DYNAMIC HT  -         157.707 (meters)     517.41  (feet)  COMP
 GB1924  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 GB1924
 GB1924  VERT ORDER  -  SECOND    CLASS 0
 GB1924
 GB1924.The horizontal coordinates were scaled from a topographic map and have
 GB1924.an estimated accuracy of +/- 6 seconds.
 GB1924
 GB1924.The orthometric height was determined by differential leveling
 GB1924.and adjusted by the National Geodetic Survey in June 1991..
 GB1924
 GB1924.The geoid height was determined by GEOID03.
 GB1924
 GB1924.The dynamic height is computed by dividing the NAVD 88
 GB1924.geopotential number by the normal gravity value computed on the
 GB1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1924.degrees latitude (g = 980.6199 gals.).
 GB1924
 GB1924.The modeled gravity was interpolated from observed gravity values.
 GB1924
 GB1924;                    North         East    Units  Estimated Accuracy
 GB1924;SPC TN       -   233,470.      634,890.      MT  (+/- 180 meters Scaled)
 GB1924
 GB1924                          SUPERSEDED SURVEY CONTROL
 GB1924
 GB1924  NGVD 29 (??/??/92)  157.947  (m)          518.20   (f) ADJ UNCH    2 0
 GB1924
 GB1924.Superseded values are not recommended for survey control.
 GB1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1924.See file dsdata.txt to determine how the superseded data were derived.
 GB1924
 GB1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF245333(NAD 83)
 GB1924_MARKER: DD = SURVEY DISK
 GB1924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1924_SP_SET: ABUTMENT
 GB1924_STAMPING: 53-5 1966
 GB1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1924
 GB1924  HISTORY     - Date     Condition        Report By
 GB1924  HISTORY     - 1966     MONUMENTED       TNHD
 GB1924
 GB1924                          STATION DESCRIPTION
 GB1924
 GB1924'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1924'6 MI N FROM GAINESBORO.
 GB1924'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE
 GB1924'IN GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND
 GB1924'56 FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND
 GB1924'85.  KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTES
 GB1924'53 AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53
 GB1924'AND 85.  CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 5.4 MILES
 GB1924'TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT, 66 FEET WEST OF THE
 GB1924'JUNCTION OF SUGAR CREEK ROAD AND STATE ROUTE 53 AND 14 FEET
 GB1924'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53.  THE
 GB1924'DISK IS CEMENTED FLUSH IN A DRILL HOLE IN THE NORTHWEST ABUTMENT
 GB1924'OF THE NORTHEAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1925 ***********************************************************************
 GB1925  DESIGNATION -  53 6
 GB1925  PID         -  GB1925
 GB1925  STATE/COUNTY-  TN/JACKSON
 GB1925  USGS QUAD   -  BURRISTOWN (1979)
 GB1925
 GB1925                         *CURRENT SURVEY CONTROL
 GB1925  ___________________________________________________________________
 GB1925* NAD 83(1986)-  36 26 21.     (N)    085 35 45.     (W)     SCALED    
 GB1925* NAVD 88     -       160.021  (meters)     525.00   (feet)  ADJUSTED  
 GB1925  ___________________________________________________________________
 GB1925  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB1925  DYNAMIC HT  -         159.882 (meters)     524.55  (feet)  COMP
 GB1925  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 GB1925
 GB1925  VERT ORDER  -  SECOND    CLASS 0
 GB1925
 GB1925.The horizontal coordinates were scaled from a topographic map and have
 GB1925.an estimated accuracy of +/- 6 seconds.
 GB1925
 GB1925.The orthometric height was determined by differential leveling
 GB1925.and adjusted by the National Geodetic Survey in June 1991..
 GB1925
 GB1925.The geoid height was determined by GEOID03.
 GB1925
 GB1925.The dynamic height is computed by dividing the NAVD 88
 GB1925.geopotential number by the normal gravity value computed on the
 GB1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1925.degrees latitude (g = 980.6199 gals.).
 GB1925
 GB1925.The modeled gravity was interpolated from observed gravity values.
 GB1925
 GB1925;                    North         East    Units  Estimated Accuracy
 GB1925;SPC TN       -   233,720.      636,240.      MT  (+/- 180 meters Scaled)
 GB1925
 GB1925                          SUPERSEDED SURVEY CONTROL
 GB1925
 GB1925  NGVD 29 (??/??/92)  160.125  (m)          525.34   (f) ADJ UNCH    2 0
 GB1925
 GB1925.Superseded values are not recommended for survey control.
 GB1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1925.See file dsdata.txt to determine how the superseded data were derived.
 GB1925
 GB1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF258335(NAD 83)
 GB1925_MARKER: DD = SURVEY DISK
 GB1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1925_STAMPING: 53-6 1966
 GB1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1925+STABILITY: SURFACE MOTION
 GB1925
 GB1925  HISTORY     - Date     Condition        Report By
 GB1925  HISTORY     - 1966     MONUMENTED       TNHD
 GB1925
 GB1925                          STATION DESCRIPTION
 GB1925
 GB1925'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1925'6.5 MI N FROM GAINESBORO.
 GB1925'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1925'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1925'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1925'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53
 GB1925'AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.
 GB1925'CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 6.2 MILES TO A DRIVE
 GB1925'ON THE RIGHT AND THE MARK ON THE LEFT, 196 FEET WEST OF THE
 GB1925'WEST END OF A WOODEN BRIDGE, 62 FEET WEST OF A GUYED UTILITY
 GB1925'POLE, 17 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB1925'53 AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 GB1925'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GB1925'MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1927 ***********************************************************************
 GB1927  DESIGNATION -  53 7
 GB1927  PID         -  GB1927
 GB1927  STATE/COUNTY-  TN/JACKSON
 GB1927  USGS QUAD   -  BURRISTOWN (1979)
 GB1927
 GB1927                         *CURRENT SURVEY CONTROL
 GB1927  ___________________________________________________________________
 GB1927* NAD 83(1986)-  36 27 33.     (N)    085 34 34.     (W)     SCALED    
 GB1927* NAVD 88     -       161.194  (meters)     528.85   (feet)  ADJUSTED  
 GB1927  ___________________________________________________________________
 GB1927  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB1927  DYNAMIC HT  -         161.055 (meters)     528.39  (feet)  COMP
 GB1927  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GB1927
 GB1927  VERT ORDER  -  SECOND    CLASS 0
 GB1927
 GB1927.The horizontal coordinates were scaled from a topographic map and have
 GB1927.an estimated accuracy of +/- 6 seconds.
 GB1927
 GB1927.The orthometric height was determined by differential leveling
 GB1927.and adjusted by the National Geodetic Survey in June 1991..
 GB1927
 GB1927.The geoid height was determined by GEOID03.
 GB1927
 GB1927.The dynamic height is computed by dividing the NAVD 88
 GB1927.geopotential number by the normal gravity value computed on the
 GB1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1927.degrees latitude (g = 980.6199 gals.).
 GB1927
 GB1927.The modeled gravity was interpolated from observed gravity values.
 GB1927
 GB1927;                    North         East    Units  Estimated Accuracy
 GB1927;SPC TN       -   235,950.      638,000.      MT  (+/- 180 meters Scaled)
 GB1927
 GB1927                          SUPERSEDED SURVEY CONTROL
 GB1927
 GB1927  NGVD 29 (??/??/92)  161.297  (m)          529.19   (f) ADJ UNCH    2 0
 GB1927
 GB1927.Superseded values are not recommended for survey control.
 GB1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1927.See file dsdata.txt to determine how the superseded data were derived.
 GB1927
 GB1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF275358(NAD 83)
 GB1927_MARKER: DD = SURVEY DISK
 GB1927_SETTING: 66 = SET IN ROCK OUTCROP
 GB1927_SP_SET: ROCK CUT
 GB1927_STAMPING: 53-7 1966
 GB1927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1927+STABILITY: POSITION/ELEVATION WELL
 GB1927
 GB1927  HISTORY     - Date     Condition        Report By
 GB1927  HISTORY     - 1966     MONUMENTED       TNHD
 GB1927
 GB1927                          STATION DESCRIPTION
 GB1927
 GB1927'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1927'8.5 MI N FROM GAINESBORO.
 GB1927'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1927'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1927'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1927'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53 AND
 GB1927'85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.
 GB1927'CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 8.2 MILES TO A DRIVE
 GB1927'AND THE MARK ON THE RIGHT, 30 FEET SOUTH OF A GUYED POWERLINE
 GB1927'POLE, 23 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53,
 GB1927'10 FEET SOUTH OF THE APPROXIMATE CENTER OF THE DRIVE AND ABOUT
 GB1927'2 FEET HIGHER THAN THE PAVEMENT.  THE DISK IS SET VERTICALLY
 GB1927'IN A DRILL HOLE NEAR THE NORTH END OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1928 ***********************************************************************
 GB1928  DESIGNATION -  53 8
 GB1928  PID         -  GB1928
 GB1928  STATE/COUNTY-  TN/JACKSON
 GB1928  USGS QUAD   -  BURRISTOWN (1979)
 GB1928
 GB1928                         *CURRENT SURVEY CONTROL
 GB1928  ___________________________________________________________________
 GB1928* NAD 83(1986)-  36 28 13.     (N)    085 34 58.     (W)     SCALED    
 GB1928* NAVD 88     -       160.510  (meters)     526.61   (feet)  ADJUSTED  
 GB1928  ___________________________________________________________________
 GB1928  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB1928  DYNAMIC HT  -         160.372 (meters)     526.15  (feet)  COMP
 GB1928  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GB1928
 GB1928  VERT ORDER  -  SECOND    CLASS 0
 GB1928
 GB1928.The horizontal coordinates were scaled from a topographic map and have
 GB1928.an estimated accuracy of +/- 6 seconds.
 GB1928
 GB1928.The orthometric height was determined by differential leveling
 GB1928.and adjusted by the National Geodetic Survey in June 1991..
 GB1928
 GB1928.The geoid height was determined by GEOID03.
 GB1928
 GB1928.The dynamic height is computed by dividing the NAVD 88
 GB1928.geopotential number by the normal gravity value computed on the
 GB1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1928.degrees latitude (g = 980.6199 gals.).
 GB1928
 GB1928.The modeled gravity was interpolated from observed gravity values.
 GB1928
 GB1928;                    North         East    Units  Estimated Accuracy
 GB1928;SPC TN       -   237,180.      637,390.      MT  (+/- 180 meters Scaled)
 GB1928
 GB1928                          SUPERSEDED SURVEY CONTROL
 GB1928
 GB1928  NGVD 29 (??/??/92)  160.614  (m)          526.95   (f) ADJ UNCH    2 0
 GB1928
 GB1928.Superseded values are not recommended for survey control.
 GB1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1928.See file dsdata.txt to determine how the superseded data were derived.
 GB1928
 GB1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF269370(NAD 83)
 GB1928_MARKER: DD = SURVEY DISK
 GB1928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1928_SP_SET: BRIDGE
 GB1928_STAMPING: 53-8 1966
 GB1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1928
 GB1928  HISTORY     - Date     Condition        Report By
 GB1928  HISTORY     - 1966     MONUMENTED       TNHD
 GB1928
 GB1928                          STATION DESCRIPTION
 GB1928
 GB1928'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1928'9 MI N FROM GAINESBORO.
 GB1928'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1928'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1928'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1928'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53
 GB1928'AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.
 GB1928'CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 9.1 MILES TO A CONCRETE
 GB1928'BRIDGE AND THE MARK ON THE RIGHT, 25 FEET EAST OF THE APPROXIMATE
 GB1928'CENTER OF STATE ROUTE 53.  THE DISK IS CEMENTED FLUSH IN A
 GB1928'DRILL HOLE 0.5 FOOT NORTH OF THE SOUTH END OF THE EAST HEADWALL
 GB1928'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1929 ***********************************************************************
 GB1929  DESIGNATION -  53 9
 GB1929  PID         -  GB1929
 GB1929  STATE/COUNTY-  TN/CLAY
 GB1929  USGS QUAD   -  BURRISTOWN (1979)
 GB1929
 GB1929                         *CURRENT SURVEY CONTROL
 GB1929  ___________________________________________________________________
 GB1929* NAD 83(1986)-  36 28 39.     (N)    085 34 17.     (W)     SCALED    
 GB1929* NAVD 88     -       215.262  (meters)     706.24   (feet)  ADJUSTED  
 GB1929  ___________________________________________________________________
 GB1929  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB1929  DYNAMIC HT  -         215.078 (meters)     705.64  (feet)  COMP
 GB1929  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GB1929
 GB1929  VERT ORDER  -  SECOND    CLASS 0
 GB1929
 GB1929.The horizontal coordinates were scaled from a topographic map and have
 GB1929.an estimated accuracy of +/- 6 seconds.
 GB1929
 GB1929.The orthometric height was determined by differential leveling
 GB1929.and adjusted by the National Geodetic Survey in June 1991..
 GB1929
 GB1929.The geoid height was determined by GEOID03.
 GB1929
 GB1929.The dynamic height is computed by dividing the NAVD 88
 GB1929.geopotential number by the normal gravity value computed on the
 GB1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1929.degrees latitude (g = 980.6199 gals.).
 GB1929
 GB1929.The modeled gravity was interpolated from observed gravity values.
 GB1929
 GB1929;                    North         East    Units  Estimated Accuracy
 GB1929;SPC TN       -   237,980.      638,410.      MT  (+/- 180 meters Scaled)
 GB1929
 GB1929                          SUPERSEDED SURVEY CONTROL
 GB1929
 GB1929  NGVD 29 (??/??/92)  215.368  (m)          706.59   (f) ADJ UNCH    2 0
 GB1929
 GB1929.Superseded values are not recommended for survey control.
 GB1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1929.See file dsdata.txt to determine how the superseded data were derived.
 GB1929
 GB1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF279378(NAD 83)
 GB1929_MARKER: DD = SURVEY DISK
 GB1929_SETTING: 66 = SET IN ROCK OUTCROP
 GB1929_SP_SET: ROCK CUT
 GB1929_STAMPING: 53-9 1966
 GB1929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1929+STABILITY: POSITION/ELEVATION WELL
 GB1929
 GB1929  HISTORY     - Date     Condition        Report By
 GB1929  HISTORY     - 1966     MONUMENTED       TNHD
 GB1929
 GB1929                          STATION DESCRIPTION
 GB1929
 GB1929'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1929'10 MI N FROM GAINESBORO.
 GB1929'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1929'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1929'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1929'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53 AND
 GB1929'85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.
 GB1929'CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 10.0 MILES TO A ROCK
 GB1929'CUT AND THE MARK ON THE LEFT, 25 FEET EAST OF THE APPROXIMATE
 GB1929'CENTER OF STATE ROUTE 53.  THE DISK IS CEMENTED IN A 4-INCH
 GB1929'HOLE THAT WAS DRILLED FOR BLASTING, 1.2 FEET HIGHER THAN THE
 GB1929'TOP OF A METAL WITNESS SIGN ATTACHED TO THE FACE OF THE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0657 ***********************************************************************
 GB0657  DESIGNATION -  531
 GB0657  PID         -  GB0657
 GB0657  STATE/COUNTY-  TN/ANDERSON
 GB0657  USGS QUAD   -  LAKE CITY (1973)
 GB0657
 GB0657                         *CURRENT SURVEY CONTROL
 GB0657  ___________________________________________________________________
 GB0657* NAD 83(1986)-  36 13 47.     (N)    084 08 50.     (W)     SCALED    
 GB0657* NAVD 88     -       303.226  (meters)     994.83   (feet)  ADJUSTED  
 GB0657  ___________________________________________________________________
 GB0657  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0657  DYNAMIC HT  -         302.954 (meters)     993.94  (feet)  COMP
 GB0657  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 GB0657
 GB0657  VERT ORDER  -  SECOND    CLASS 0
 GB0657
 GB0657.The horizontal coordinates were scaled from a topographic map and have
 GB0657.an estimated accuracy of +/- 6 seconds.
 GB0657
 GB0657.The orthometric height was determined by differential leveling
 GB0657.and adjusted by the National Geodetic Survey in June 1991..
 GB0657.WARNING-Repeat measurements at this control monument indicate possible
 GB0657.vertical movement.
 GB0657
 GB0657.The geoid height was determined by GEOID03.
 GB0657
 GB0657.The dynamic height is computed by dividing the NAVD 88
 GB0657.geopotential number by the normal gravity value computed on the
 GB0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0657.degrees latitude (g = 980.6199 gals.).
 GB0657
 GB0657.The modeled gravity was interpolated from observed gravity values.
 GB0657
 GB0657;                    North         East    Units  Estimated Accuracy
 GB0657;SPC TN       -   211,980.      766,550.      MT  (+/- 180 meters Scaled)
 GB0657
 GB0657                          SUPERSEDED SURVEY CONTROL
 GB0657
 GB0657  NGVD 29 (??/??/92)  303.351  (m)          995.24   (f) ADJ UNCH    2 0
 GB0657
 GB0657.Superseded values are not recommended for survey control.
 GB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0657.See file dsdata.txt to determine how the superseded data were derived.
 GB0657
 GB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF563132(NAD 83)
 GB0657_MARKER: DD = SURVEY DISK
 GB0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0657_STAMPING: 531
 GB0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0657+STABILITY: SURFACE MOTION
 GB0657
 GB0657  HISTORY     - Date     Condition        Report By
 GB0657  HISTORY     - UNK      MONUMENTED       TNGS
 GB0657  HISTORY     - 1949     GOOD             NGS
 GB0657  HISTORY     - 1973     GOOD             TVA
 GB0657
 GB0657                          STATION DESCRIPTION
 GB0657
 GB0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0657'0.2 MI N FROM COAL CREEK.
 GB0657'0.2 MILE NORTH ALONG THE T.V.A. FREEWAY FROM COAL CREEK, ANDERSON
 GB0657'COUNTY, 0.6 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 25 W,
 GB0657'0.5 MILE NORTHWEST OF THE ROBERT GIBBS HOUSE, 200 FEET NORTHWEST
 GB0657'OF A PECULIAR FORMATION OF STANDING STONE, OPPOSITE A CEMETERY,
 GB0657'AT A CUT, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE FREEWAY,
 GB0657'AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A STATE SURVEY
 GB0657'STANDARD DISK, STAMPED 531 AND SET IN THE TOP OF A CONCRETE POST.
 GB0657
 GB0657                          STATION RECOVERY (1973)
 GB0657
 GB0657'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2589 ***********************************************************************
 AJ2589  DESIGNATION -  54
 AJ2589  PID         -  AJ2589
 AJ2589  STATE/COUNTY-  TN/SHELBY
 AJ2589  USGS QUAD   -  LOCKE (1970)
 AJ2589
 AJ2589                         *CURRENT SURVEY CONTROL
 AJ2589  ___________________________________________________________________
 AJ2589* NAD 83(1995)-  35 15 10.58292(N)    090 03 21.14795(W)     ADJUSTED  
 AJ2589* NAVD 88     -        88.18   (meters)     289.3    (feet)  LEVELING  
 AJ2589  ___________________________________________________________________
 AJ2589  X           -      -5,084.976 (meters)                     COMP
 AJ2589  Y           -  -5,214,327.807 (meters)                     COMP
 AJ2589  Z           -   3,660,853.406 (meters)                     COMP
 AJ2589  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AJ2589  ELLIP HEIGHT-          60.93  (meters)          (04/26/01) GPS OBS
 AJ2589  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2589
 AJ2589  HORZ ORDER  -  FIRST
 AJ2589  VERT ORDER  -  THIRD ?
 AJ2589  ELLP ORDER  -  FOURTH    CLASS I
 AJ2589
 AJ2589.The horizontal coordinates were established by GPS observations
 AJ2589.and adjusted by the National Geodetic Survey in April 2001..
 AJ2589
 AJ2589.The orthometric height was determined by differential leveling.
 AJ2589.The vertical network tie was performed by a horz. field party for horz.
 AJ2589.obs reductions. Reset procedures were used to establish the elevation.
 AJ2589
 AJ2589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2589
 AJ2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2589
 AJ2589.The ellipsoidal height was determined by GPS observations
 AJ2589.and is referenced to NAD 83.
 AJ2589
 AJ2589.The geoid height was determined by GEOID03.
 AJ2589
 AJ2589;                    North         East     Units Scale Factor Converg.
 AJ2589;SPC TN       -   109,677.986   230,995.455   MT  0.99999948   -2 22 28.1
 AJ2589;SPC TN       -   359,835.19    757,857.59   sFT  0.99999948   -2 22 28.1
 AJ2589;UTM  15      - 3,905,068.033   767,866.646   MT  1.00048437   +1 42 01.2
 AJ2589;UTM  16      - 3,905,375.683   221,962.877   MT  1.00055281   -1 45 53.8
 AJ2589
 AJ2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2589!SPC TN       -   0.99999044  x   0.99999948  =   0.99998992
 AJ2589!UTM  15      -   0.99999044  x   1.00048437  =   1.00047480
 AJ2589!UTM  16      -   0.99999044  x   1.00055281  =   1.00054324
 AJ2589
 AJ2589                          SUPERSEDED SURVEY CONTROL
 AJ2589
 AJ2589.No superseded survey control is available for this station.
 AJ2589
 AJ2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6786705068(NAD 83)
 AJ2589_MARKER: DD = SURVEY DISK
 AJ2589_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2589+WITH SETTING: INFORMATION.
 AJ2589_STAMPING: 054
 AJ2589_MARK LOGO: MLGW  
 AJ2589_PROJECTION: FLUSH
 AJ2589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2589+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2589_ROD/PIPE-DEPTH:  0.8 meters
 AJ2589
 AJ2589  HISTORY     - Date     Condition        Report By
 AJ2589  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2589
 AJ2589                          STATION DESCRIPTION
 AJ2589
 AJ2589'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2589'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2589'APPROXIMATELY 3.00 MILES (4.83 KM) NORTH OF GENERAL DEWITT SPAIN
 AJ2589'DOWNTOWN AIRPORT IN THE NORTHAVEN COMMUNITY.
 AJ2589'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WATKINS STREET AND
 AJ2589'THOMAS STREET (HWY 51) , PROCEED NORTHWEST ON NORTH WATKINS STREET
 AJ2589'APPROXIMATELY 1.80 MILES (2.90 KM) TO NORTHAVEN DRIVE.  TURN LEFT AND
 AJ2589'GO WEST ON NORTHAVEN DRIVE FOR 0.22 MILES (0.35 KM) TO EAST CIRCLE
 AJ2589'ROAD.  TURN LEFT AND GO SOUTHWEST ON EAST CIRCLE ROAD (TURNS INTO
 AJ2589'CIRCLE ROAD SOUTH) APPROXIMATELY 1.65 MILES (2.66 KM) TO A
 AJ2589'T-INTERSECTION, BENJESTOWN ROAD.  TURN RIGHT AND GO NORTH ON
 AJ2589'BENJESTOWN ROAD APPROXIMATELY 0.10 MILE (0.16 KM) .  THE STATION IS ON
 AJ2589'THE LEFT.
 AJ2589'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2589'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2589'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED AT ADDRESS 4654
 AJ2589'BENJESTOWN ROAD, 46.00 FEET (14.02 M) NORTHWEST OF A WOOD POWER POLE
 AJ2589'NO.  42017, 14.00 FEET (4.27 M) WEST OF THE CENTERLINE OF BENJESTOWN
 AJ2589'ROAD, 11.50 FEET (3.51 M) SOUTH THE THE NORTH WALL PROJECTION OF HOUSE
 AJ2589'AT ADDRESS 4654 BENJESTOWN ROAD.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2589'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0785 ***********************************************************************
 FC0785  DESIGNATION -  54 2 10
 FC0785  PID         -  FC0785
 FC0785  STATE/COUNTY-  TN/MCMINN
 FC0785  USGS QUAD   -  NIOTA (1990)
 FC0785
 FC0785                         *CURRENT SURVEY CONTROL
 FC0785  ___________________________________________________________________
 FC0785* NAD 83(1986)-  35 36 43.     (N)    084 34 37.     (W)     SCALED    
 FC0785* NAVD 88     -       289.502  (meters)     949.81   (feet)  ADJUSTED  
 FC0785  ___________________________________________________________________
 FC0785  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0785  DYNAMIC HT  -         289.220 (meters)     948.88  (feet)  COMP
 FC0785  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 FC0785
 FC0785  VERT ORDER  -  FIRST     CLASS II
 FC0785
 FC0785.The horizontal coordinates were scaled from a topographic map and have
 FC0785.an estimated accuracy of +/- 6 seconds.
 FC0785
 FC0785.The orthometric height was determined by differential leveling
 FC0785.and adjusted by the National Geodetic Survey in June 1991..
 FC0785
 FC0785.The geoid height was determined by GEOID03.
 FC0785
 FC0785.The dynamic height is computed by dividing the NAVD 88
 FC0785.geopotential number by the normal gravity value computed on the
 FC0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0785.degrees latitude (g = 980.6199 gals.).
 FC0785
 FC0785.The modeled gravity was interpolated from observed gravity values.
 FC0785
 FC0785;                    North         East    Units  Estimated Accuracy
 FC0785;SPC TN       -   142,800.      728,920.      MT  (+/- 180 meters Scaled)
 FC0785
 FC0785                          SUPERSEDED SURVEY CONTROL
 FC0785
 FC0785  NGVD 29 (??/??/92)  289.580  (m)          950.06   (f) ADJ UNCH    1 2
 FC0785
 FC0785.Superseded values are not recommended for survey control.
 FC0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0785.See file dsdata.txt to determine how the superseded data were derived.
 FC0785
 FC0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE194436(NAD 83)
 FC0785_MARKER: DD = SURVEY DISK
 FC0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0785_STAMPING: 54 2 10
 FC0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0785+STABILITY: SURFACE MOTION
 FC0785
 FC0785  HISTORY     - Date     Condition        Report By
 FC0785  HISTORY     - UNK      MONUMENTED       TNGS
 FC0785  HISTORY     - 1950     GOOD             NGS
 FC0785
 FC0785                          STATION DESCRIPTION
 FC0785
 FC0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0785'6.9 MI W FROM SWEETWATER.
 FC0785'6.9 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0785'HIGHWAY 11 AT SWEETWATER, ABOUT 0.5 MILE WEST OF THE JUNCTION OF
 FC0785'A ROAD SOUTH AT PRIGMORE, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY
 FC0785'WITH TANGENTS EXTENDING NORTH AND EAST, 38 FEET SOUTHWEST OF THE
 FC0785'CENTER LINE OF THE HIGHWAY, 49.5 FEET SOUTHEAST OF A POWER POLE,
 FC0785'8 FEET NORTHEAST OF A FORKED 5-INCH CEDAR TREE, 1.5 FEET NORTH
 FC0785'OF THE NORTH EDGE OF AN OUTCROPPING OF ROCK, 1 FOOT NORTH OF A
 FC0785'T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET
 FC0785'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0779 ***********************************************************************
 FC0779  DESIGNATION -  54 2 14
 FC0779  PID         -  FC0779
 FC0779  STATE/COUNTY-  TN/MCMINN
 FC0779  USGS QUAD   -  TRANQUILLITY (1990)
 FC0779
 FC0779                         *CURRENT SURVEY CONTROL
 FC0779  ___________________________________________________________________
 FC0779* NAD 83(1986)-  35 36 50.     (N)    084 38 24.     (W)     SCALED    
 FC0779* NAVD 88     -       279.303  (meters)     916.35   (feet)  ADJUSTED  
 FC0779  ___________________________________________________________________
 FC0779  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0779  DYNAMIC HT  -         279.033 (meters)     915.46  (feet)  COMP
 FC0779  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 FC0779
 FC0779  VERT ORDER  -  FIRST     CLASS II
 FC0779
 FC0779.The horizontal coordinates were scaled from a topographic map and have
 FC0779.an estimated accuracy of +/- 6 seconds.
 FC0779
 FC0779.The orthometric height was determined by differential leveling
 FC0779.and adjusted by the National Geodetic Survey in June 1991..
 FC0779
 FC0779.The geoid height was determined by GEOID03.
 FC0779
 FC0779.The dynamic height is computed by dividing the NAVD 88
 FC0779.geopotential number by the normal gravity value computed on the
 FC0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0779.degrees latitude (g = 980.6199 gals.).
 FC0779
 FC0779.The modeled gravity was interpolated from observed gravity values.
 FC0779
 FC0779;                    North         East    Units  Estimated Accuracy
 FC0779;SPC TN       -   142,930.      723,210.      MT  (+/- 180 meters Scaled)
 FC0779
 FC0779                          SUPERSEDED SURVEY CONTROL
 FC0779
 FC0779  NGVD 29 (??/??/92)  279.382  (m)          916.61   (f) ADJ UNCH    1 2
 FC0779
 FC0779.Superseded values are not recommended for survey control.
 FC0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0779.See file dsdata.txt to determine how the superseded data were derived.
 FC0779
 FC0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE137436(NAD 83)
 FC0779_MARKER: DD = SURVEY DISK
 FC0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0779_STAMPING: 54 2 14
 FC0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0779+STABILITY: SURFACE MOTION
 FC0779
 FC0779  HISTORY     - Date     Condition        Report By
 FC0779  HISTORY     - UNK      MONUMENTED       TNGS
 FC0779  HISTORY     - 1950     GOOD             NGS
 FC0779
 FC0779                          STATION DESCRIPTION
 FC0779
 FC0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0779'7.9 MI E FROM PEAKLAND.
 FC0779'7.9 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0779'PEAKLAND, ABOUT 10.85 MILES WEST ALONG STATE HIGHWAY 68 FROM THE
 FC0779'JUNCTION OF U.S. HIGHWAY 11 AT SWEETWATER, ABOUT 1.1 MILES EAST
 FC0779'OF THE MC MINN-MEIGS COUNTY LINE, ABOUT 0.55 MILE EAST OF THE
 FC0779'JUNCTION OF A ROAD SOUTH TO SEWEE CHURCH, ABOUT 0.9 MILE WEST
 FC0779'OF MT. PISGAH CHURCH, ON THE OUTSIDE OF A SLIGHT CURVE, 53 FEET
 FC0779'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET WEST OF A
 FC0779'POWER POLE, 1 FOOT NORTHWEST OF A FENCE LINE, 1/2 FOOT SOUTHEAST
 FC0779'OF A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 FC0779'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0787 ***********************************************************************
 FC0787  DESIGNATION -  54 2 8
 FC0787  PID         -  FC0787
 FC0787  STATE/COUNTY-  TN/MCMINN
 FC0787  USGS QUAD   -  NIOTA (1990)
 FC0787
 FC0787                         *CURRENT SURVEY CONTROL
 FC0787  ___________________________________________________________________
 FC0787* NAD 83(1986)-  35 36 38.     (N)    084 33 08.     (W)     SCALED    
 FC0787* NAVD 88     -       315.464  (meters)    1034.98   (feet)  ADJUSTED  
 FC0787  ___________________________________________________________________
 FC0787  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0787  DYNAMIC HT  -         315.156 (meters)    1033.97  (feet)  COMP
 FC0787  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 FC0787
 FC0787  VERT ORDER  -  FIRST     CLASS II
 FC0787
 FC0787.The horizontal coordinates were scaled from a topographic map and have
 FC0787.an estimated accuracy of +/- 6 seconds.
 FC0787
 FC0787.The orthometric height was determined by differential leveling
 FC0787.and adjusted by the National Geodetic Survey in June 1991..
 FC0787
 FC0787.The geoid height was determined by GEOID03.
 FC0787
 FC0787.The dynamic height is computed by dividing the NAVD 88
 FC0787.geopotential number by the normal gravity value computed on the
 FC0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0787.degrees latitude (g = 980.6199 gals.).
 FC0787
 FC0787.The modeled gravity was interpolated from observed gravity values.
 FC0787
 FC0787;                    North         East    Units  Estimated Accuracy
 FC0787;SPC TN       -   142,680.      731,170.      MT  (+/- 180 meters Scaled)
 FC0787
 FC0787                          SUPERSEDED SURVEY CONTROL
 FC0787
 FC0787  NGVD 29 (??/??/92)  315.541  (m)         1035.24   (f) ADJ UNCH    1 2
 FC0787
 FC0787.Superseded values are not recommended for survey control.
 FC0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0787.See file dsdata.txt to determine how the superseded data were derived.
 FC0787
 FC0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE217435(NAD 83)
 FC0787_MARKER: DD = SURVEY DISK
 FC0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0787_STAMPING: 54 2 8
 FC0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0787+STABILITY: SURFACE MOTION
 FC0787
 FC0787  HISTORY     - Date     Condition        Report By
 FC0787  HISTORY     - UNK      MONUMENTED       TNGS
 FC0787  HISTORY     - 1950     GOOD             NGS
 FC0787
 FC0787                          STATION DESCRIPTION
 FC0787
 FC0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0787'5.4 MI W FROM SWEETWATER.
 FC0787'5.4 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0787'HIGHWAY 11 AT SWEETWATER, ABOUT 0.55 MILES WEST OF A CROSSROAD
 FC0787'AND HAUNS GROCERY STORE, ABOUT 1.0 MILE EAST OF THE JUNCTION
 FC0787'OF A ROAD SOUTH AT PRIGMORE, 24.5 FEET SOUTH OF THE CENTER LINE OF
 FC0787'THE HIGHWAY, 157 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 FC0787'SOUTHWEST CORNER OF A LARGE BARN, 118 FEET SOUTH-SOUTHEAST
 FC0787'AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A FARM HOUSE,
 FC0787'81 FEET WEST OF THE WEST GATE POST OF A GATE TO A PASTURE, 2.5
 FC0787'FEET NORTH OF A FENCE LINE, 1 FOOT NORTH OF A T.V.A. STEEL WITNESS
 FC0787'POST, ABOUT 3 1/2 FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF
 FC0787'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0654 ***********************************************************************
 GB0654  DESIGNATION -  540
 GB0654  PID         -  GB0654
 GB0654  STATE/COUNTY-  TN/ANDERSON
 GB0654  USGS QUAD   -  LAKE CITY (1973)
 GB0654
 GB0654                         *CURRENT SURVEY CONTROL
 GB0654  ___________________________________________________________________
 GB0654* NAD 83(1986)-  36 14 02.     (N)    084 07 30.     (W)     SCALED    
 GB0654* NAVD 88     -       418.347  (meters)    1372.53   (feet)  ADJUSTED  
 GB0654  ___________________________________________________________________
 GB0654  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB0654  DYNAMIC HT  -         417.973 (meters)    1371.30  (feet)  COMP
 GB0654  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GB0654
 GB0654  VERT ORDER  -  SECOND    CLASS 0
 GB0654
 GB0654.The horizontal coordinates were scaled from a topographic map and have
 GB0654.an estimated accuracy of +/- 6 seconds.
 GB0654
 GB0654.The orthometric height was determined by differential leveling
 GB0654.and adjusted by the National Geodetic Survey in June 1991..
 GB0654
 GB0654.The geoid height was determined by GEOID03.
 GB0654
 GB0654.The dynamic height is computed by dividing the NAVD 88
 GB0654.geopotential number by the normal gravity value computed on the
 GB0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0654.degrees latitude (g = 980.6199 gals.).
 GB0654
 GB0654.The modeled gravity was interpolated from observed gravity values.
 GB0654
 GB0654;                    North         East    Units  Estimated Accuracy
 GB0654;SPC TN       -   212,480.      768,540.      MT  (+/- 180 meters Scaled)
 GB0654
 GB0654                          SUPERSEDED SURVEY CONTROL
 GB0654
 GB0654  NGVD 29 (??/??/92)  418.482  (m)         1372.97   (f) ADJ UNCH    2 0
 GB0654
 GB0654.Superseded values are not recommended for survey control.
 GB0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0654.See file dsdata.txt to determine how the superseded data were derived.
 GB0654
 GB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF583137(NAD 83)
 GB0654_MARKER: DD = SURVEY DISK
 GB0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0654_STAMPING: 540
 GB0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0654+STABILITY: SURFACE MOTION
 GB0654
 GB0654  HISTORY     - Date     Condition        Report By
 GB0654  HISTORY     - UNK      MONUMENTED       TNGS
 GB0654  HISTORY     - 1949     GOOD             NGS
 GB0654
 GB0654                          STATION DESCRIPTION
 GB0654
 GB0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0654'2.3 MI E FROM COAL CREEK.
 GB0654'2.3 MILES EAST ALONG T.V.A. FREEWAY FROM THE JUNCTION OF U.S.
 GB0654'HIGHWAY 25 W AT COAL CREEK, ANDERSON COUNTY, AT THE HIGHEST POINT
 GB0654'OF THE FREEWAY, AT THE WEST END OF THE GUARDRAIL, 200 YARDS WEST
 GB0654'OF THE FAIR MASSINGILL HOUSE ON THE MARTHA GAYLOR PROPERTY, 74
 GB0654'YARDS EAST OF A 16-INCH PERSIMMON TREE, 200 FEET SOUTH OF THE
 GB0654'CENTERLINE OF THE FREEWAY, 75 FEET NORTH OF A 12-INCH PERSIMMON
 GB0654'TREE, NEAR A STEEL POST WITH A CONTROL MARKER SIGN, AND ABOUT
 GB0654'30 FEET HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK,
 GB0654'STAMPED 540 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- COAL
 GB0654'CREEK IS NOW LAKE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0653 ***********************************************************************
 GB0653  DESIGNATION -  541
 GB0653  PID         -  GB0653
 GB0653  STATE/COUNTY-  TN/ANDERSON
 GB0653  USGS QUAD   -  NORRIS (1990)
 GB0653
 GB0653                         *CURRENT SURVEY CONTROL
 GB0653  ___________________________________________________________________
 GB0653* NAD 83(1986)-  36 13 32.     (N)    084 06 12.     (W)     SCALED    
 GB0653* NAVD 88     -       397.105  (meters)    1302.84   (feet)  ADJUSTED  
 GB0653  ___________________________________________________________________
 GB0653  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB0653  DYNAMIC HT  -         396.749 (meters)    1301.67  (feet)  COMP
 GB0653  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0653
 GB0653  VERT ORDER  -  SECOND    CLASS 0
 GB0653
 GB0653.The horizontal coordinates were scaled from a topographic map and have
 GB0653.an estimated accuracy of +/- 6 seconds.
 GB0653
 GB0653.The orthometric height was determined by differential leveling
 GB0653.and adjusted by the National Geodetic Survey in June 1991..
 GB0653
 GB0653.The geoid height was determined by GEOID03.
 GB0653
 GB0653.The dynamic height is computed by dividing the NAVD 88
 GB0653.geopotential number by the normal gravity value computed on the
 GB0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0653.degrees latitude (g = 980.6199 gals.).
 GB0653
 GB0653.The modeled gravity was interpolated from observed gravity values.
 GB0653
 GB0653;                    North         East    Units  Estimated Accuracy
 GB0653;SPC TN       -   211,600.      770,510.      MT  (+/- 180 meters Scaled)
 GB0653
 GB0653                          SUPERSEDED SURVEY CONTROL
 GB0653
 GB0653  NGVD 29 (??/??/92)  397.240  (m)         1303.28   (f) ADJ UNCH    2 0
 GB0653
 GB0653.Superseded values are not recommended for survey control.
 GB0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0653.See file dsdata.txt to determine how the superseded data were derived.
 GB0653
 GB0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF603128(NAD 83)
 GB0653_MARKER: DD = SURVEY DISK
 GB0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0653_STAMPING: 541
 GB0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0653+STABILITY: SURFACE MOTION
 GB0653
 GB0653  HISTORY     - Date     Condition        Report By
 GB0653  HISTORY     - UNK      MONUMENTED       TNGS
 GB0653  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0653
 GB0653                          STATION DESCRIPTION
 GB0653
 GB0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0653'3.7 MI E FROM COAL CREEK.
 GB0653'3.7 MILES EAST ALONG T.V.A. FREEWAY FROM THE JUNCTION OF U.S.
 GB0653'HIGHWAY 25 W AT COAL CREEK, ANDERSON COUNTY, 0.1 MILE EAST OF A
 GB0653'TENNESSEE PUBLIC SERVICE CO. POWER-TRANSMISSION LINE STEEL TOWER,
 GB0653'AT THE TOP OF A STEEP HILL, OPPOSITE A LARGE ROCK QUARRY, AT THE
 GB0653'MIDDLE OF A NARROW DRIVE LEADING TO A PICNIC GROUND, AND 45 FEET
 GB0653'SOUTH OF THE CENTERLINE OF THE FREEWAY.  A STATE SURVEY STANDARD
 GB0653'DISK, STAMPED 541 AND SET IN THE TOP OF A CONCRETE POST.
 GB0653'NOTE-- THE DISK HAS BEEN BROKEN OFF AND ONLY THE SHANK AND A
 GB0653'SMALL PIECE OF THE DISK REMAINS.  CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0647 ***********************************************************************
 GB0647  DESIGNATION -  542
 GB0647  PID         -  GB0647
 GB0647  STATE/COUNTY-  TN/ANDERSON
 GB0647  USGS QUAD   -  NORRIS (1990)
 GB0647
 GB0647                         *CURRENT SURVEY CONTROL
 GB0647  ___________________________________________________________________
 GB0647* NAD 83(1986)-  36 13 22.     (N)    084 05 54.     (W)     SCALED    
 GB0647* NAVD 88     -       371.724  (meters)    1219.56   (feet)  ADJUSTED  
 GB0647  ___________________________________________________________________
 GB0647  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 GB0647  DYNAMIC HT  -         371.391 (meters)    1218.47  (feet)  COMP
 GB0647  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0647
 GB0647  VERT ORDER  -  SECOND    CLASS 0
 GB0647
 GB0647.The horizontal coordinates were scaled from a topographic map and have
 GB0647.an estimated accuracy of +/- 6 seconds.
 GB0647
 GB0647.The orthometric height was determined by differential leveling
 GB0647.and adjusted by the National Geodetic Survey in June 1991..
 GB0647
 GB0647.The geoid height was determined by GEOID03.
 GB0647
 GB0647.The dynamic height is computed by dividing the NAVD 88
 GB0647.geopotential number by the normal gravity value computed on the
 GB0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0647.degrees latitude (g = 980.6199 gals.).
 GB0647
 GB0647.The modeled gravity was interpolated from observed gravity values.
 GB0647
 GB0647;                    North         East    Units  Estimated Accuracy
 GB0647;SPC TN       -   211,300.      770,960.      MT  (+/- 180 meters Scaled)
 GB0647
 GB0647                          SUPERSEDED SURVEY CONTROL
 GB0647
 GB0647  NGVD 29 (??/??/92)  371.859  (m)         1220.01   (f) ADJ UNCH    2 0
 GB0647
 GB0647.Superseded values are not recommended for survey control.
 GB0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0647.See file dsdata.txt to determine how the superseded data were derived.
 GB0647
 GB0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF608125(NAD 83)
 GB0647_MARKER: DD = SURVEY DISK
 GB0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0647_STAMPING: 542
 GB0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0647+STABILITY: SURFACE MOTION
 GB0647
 GB0647  HISTORY     - Date     Condition        Report By
 GB0647  HISTORY     - UNK      MONUMENTED       TNGS
 GB0647  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0647
 GB0647                          STATION DESCRIPTION
 GB0647
 GB0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0647'1.3 MI N FROM NORRIS.
 GB0647'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0647'NORRIS, ANDERSON COUNTY, THENCE 4.5 MILES NORTH ALONG T.V.A.
 GB0647'FREEWAY, ABOUT 1000 FEET WEST OF THE WEST ABUTMENT OF NORRIS DAM,
 GB0647'395 FEET WEST OF THE SOUTHEAST CORNER OF A T.V.A. TRANSFORMER
 GB0647'STATION, AND 33 FEET SOUTH OF THE SOUTHWEST CORNER OF A T.V.A.
 GB0647'CONSTRUCTION OFFICE.  A STATE SURVEY STANDARD DISK, STAMPED 542
 GB0647'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1633 ***********************************************************************
 GC1633  DESIGNATION -  542.9
 GC1633  PID         -  GC1633
 GC1633  STATE/COUNTY-  TN/HUMPHREYS
 GC1633  USGS QUAD   -  WAVERLY (1987)
 GC1633
 GC1633                         *CURRENT SURVEY CONTROL
 GC1633  ___________________________________________________________________
 GC1633* NAD 83(1986)-  36 07 03.     (N)    087 46 51.     (W)     SCALED    
 GC1633* NAVD 88     -       165.409  (meters)     542.68   (feet)  ADJUSTED  
 GC1633  ___________________________________________________________________
 GC1633  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1633  DYNAMIC HT  -         165.266 (meters)     542.21  (feet)  COMP
 GC1633  MODELED GRAV-     979,768.3   (mgal)                       NAVD 88
 GC1633
 GC1633  VERT ORDER  -  SECOND    CLASS 0
 GC1633
 GC1633.The horizontal coordinates were scaled from a topographic map and have
 GC1633.an estimated accuracy of +/- 6 seconds.
 GC1633
 GC1633.The orthometric height was determined by differential leveling
 GC1633.and adjusted by the National Geodetic Survey in June 1991..
 GC1633
 GC1633.The geoid height was determined by GEOID03.
 GC1633
 GC1633.The dynamic height is computed by dividing the NAVD 88
 GC1633.geopotential number by the normal gravity value computed on the
 GC1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1633.degrees latitude (g = 980.6199 gals.).
 GC1633
 GC1633.The modeled gravity was interpolated from observed gravity values.
 GC1633
 GC1633;                    North         East    Units  Estimated Accuracy
 GC1633;SPC TN       -   199,410.      439,690.      MT  (+/- 180 meters Scaled)
 GC1633
 GC1633                          SUPERSEDED SURVEY CONTROL
 GC1633
 GC1633  NGVD 29 (??/??/92)  165.440  (m)          542.78   (f) ADJ UNCH    2 0
 GC1633
 GC1633.Superseded values are not recommended for survey control.
 GC1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1633.See file dsdata.txt to determine how the superseded data were derived.
 GC1633
 GC1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE297972(NAD 83)
 GC1633_MARKER: DD = SURVEY DISK
 GC1633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1633_SP_SET: BRIDGE
 GC1633_STAMPING: 542.912
 GC1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1633
 GC1633  HISTORY     - Date     Condition        Report By
 GC1633  HISTORY     - UNK      MONUMENTED       USGS
 GC1633  HISTORY     - 1934     GOOD             NGS
 GC1633
 GC1633                          STATION DESCRIPTION
 GC1633
 GC1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1633'2.2 MI N FROM WAVERLY.
 GC1633'2.25 MILES NORTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1633'COUNTY, AT THE FOOT OF A STEEP GRADE, AT A 3-SPAN CONCRETE
 GC1633'BRIDGE OVER LITTLE RICHLAND CREEK, AND IN THE TOP OF THE
 GC1633'SOUTHWEST CONCRETE WING WALL.  A UNITED STATES GEOLOGICAL SURVEY
 GC1633'STANDARD DISK, STAMPED 542.912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0530 ***********************************************************************
 FC0530  DESIGNATION -  5452
 FC0530  PID         -  FC0530
 FC0530  STATE/COUNTY-  TN/MCMINN
 FC0530  USGS QUAD   -  ATHENS (1990)
 FC0530
 FC0530                         *CURRENT SURVEY CONTROL
 FC0530  ___________________________________________________________________
 FC0530* NAD 83(1986)-  35 29 57.     (N)    084 37 13.     (W)     SCALED    
 FC0530* NAVD 88     -       278.89   (+/-2cm)     915.0    (feet)  VERTCON   
 FC0530  ___________________________________________________________________
 FC0530  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0530
 FC0530  VERT ORDER  -  ? (See Below)
 FC0530
 FC0530.The horizontal coordinates were scaled from a topographic map and have
 FC0530.an estimated accuracy of +/- 6 seconds.
 FC0530
 FC0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0530.The vertical order pertains to the NGVD 29 superseded value.
 FC0530
 FC0530.The geoid height was determined by GEOID03.
 FC0530
 FC0530;                    North         East    Units  Estimated Accuracy
 FC0530;SPC TN       -   130,230.      725,170.      MT  (+/- 180 meters Scaled)
 FC0530
 FC0530                          SUPERSEDED SURVEY CONTROL
 FC0530
 FC0530  NGVD 29 (??/??/92)  278.955  (m)          915.20   (f) ADJ UNCH    ?  
 FC0530
 FC0530.Superseded values are not recommended for survey control.
 FC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0530.See file dsdata.txt to determine how the superseded data were derived.
 FC0530
 FC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE158310(NAD 83)
 FC0530_MARKER: DJ = TIDAL STATION DISK
 FC0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0530_STAMPING: 5452
 FC0530_MARK LOGO: TVA   
 FC0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0530+STABILITY: SURFACE MOTION
 FC0530
 FC0530  HISTORY     - Date     Condition        Report By
 FC0530  HISTORY     - UNK      MONUMENTED       TVA
 FC0530  HISTORY     - 1961     GOOD             NGS
 FC0530
 FC0530                          STATION DESCRIPTION
 FC0530
 FC0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0530'4.9 MI NW FROM ATHENS.
 FC0530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 11 AND STATE
 FC0530'HWY 30 ABOUT 1 MILE WEST OF ATHENS, GO NORTH ON U.S. HWY. 11 FOR
 FC0530'1.45 MILES TO A CROSSROAD AT CAUTION LIGHT, TURN LEFT ON OILED
 FC0530'ROAD AND GO 0.1 MILE TO A FORK, KEEP RIGHT ON OILED ROAD AND GO
 FC0530'1.5 MILE TO A BRIDGE AND WHERE OILED ROAD TURNS RIGHT, CONTINUE
 FC0530'STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.9 MILE TO PRIVATE DRIVE AND
 FC0530'THE MARK ON THE RIGHT, 12 FEET NORTHWEST OF CENTER OF PRIVATE
 FC0530'DRIVE, 20 FEET NORTHEAST OF CENTER OF ROAD.  A DISK SET IN THE
 FC0530'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FEET
 FC0530'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0642 ***********************************************************************
 GB0642  DESIGNATION -  546
 GB0642  PID         -  GB0642
 GB0642  STATE/COUNTY-  TN/ANDERSON
 GB0642  USGS QUAD   -  NORRIS (1990)
 GB0642
 GB0642                         *CURRENT SURVEY CONTROL
 GB0642  ___________________________________________________________________
 GB0642* NAD 83(1986)-  36 12 40.     (N)    084 04 22.     (W)     SCALED    
 GB0642* NAVD 88     -       268.382  (meters)     880.52   (feet)  ADJUSTED  
 GB0642  ___________________________________________________________________
 GB0642  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GB0642  DYNAMIC HT  -         268.140 (meters)     879.72  (feet)  COMP
 GB0642  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GB0642
 GB0642  VERT ORDER  -  SECOND    CLASS 0
 GB0642
 GB0642.The horizontal coordinates were scaled from a topographic map and have
 GB0642.an estimated accuracy of +/- 6 seconds.
 GB0642
 GB0642.The orthometric height was determined by differential leveling
 GB0642.and adjusted by the National Geodetic Survey in June 1991..
 GB0642
 GB0642.The geoid height was determined by GEOID03.
 GB0642
 GB0642.The dynamic height is computed by dividing the NAVD 88
 GB0642.geopotential number by the normal gravity value computed on the
 GB0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0642.degrees latitude (g = 980.6199 gals.).
 GB0642
 GB0642.The modeled gravity was interpolated from observed gravity values.
 GB0642
 GB0642;                    North         East    Units  Estimated Accuracy
 GB0642;SPC TN       -   210,050.      773,290.      MT  (+/- 180 meters Scaled)
 GB0642
 GB0642                          SUPERSEDED SURVEY CONTROL
 GB0642
 GB0642  NGVD 29 (??/??/92)  268.517  (m)          880.96   (f) ADJ UNCH    2 0
 GB0642
 GB0642.Superseded values are not recommended for survey control.
 GB0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0642.See file dsdata.txt to determine how the superseded data were derived.
 GB0642
 GB0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF631113(NAD 83)
 GB0642_MARKER: DD = SURVEY DISK
 GB0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0642_STAMPING: 546
 GB0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0642+STABILITY: SURFACE MOTION
 GB0642
 GB0642  HISTORY     - Date     Condition        Report By
 GB0642  HISTORY     - UNK      MONUMENTED       TNGS
 GB0642  HISTORY     - 1949     GOOD             NGS
 GB0642  HISTORY     - 1972     GOOD             TVA
 GB0642
 GB0642                          STATION DESCRIPTION
 GB0642
 GB0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0642'1.3 MI N FROM NORRIS.
 GB0642'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0642'NORRIS, ANDERSON COUNTY, THENCE 1.9 MILES NORTH ALONG T.V.A.
 GB0642'FREEWAY, 1.2 MILES SOUTH OF NORRIS DAM, 0.5 MILE SOUTH OF THE
 GB0642'OLD LONGMIRE HOUSE, 100 YARDS SOUTH OF THE CLEAR CREEK BRIDGE,
 GB0642'OPPOSITE A U-CURVE, 174 FEET NORTH OF A 30-INCH BEECH TREE, 116
 GB0642'FEET SOUTH OF THE CENTERLINE OF THE FREEWAY, AT THE EDGE OF AN
 GB0642'OLD ROAD, AND NEAR A STEEL POST WITH A CONTROL MARKER SIGN.  A
 GB0642'STATE SURVEY STANDARD DISK, STAMPED 546 AND SET IN THE TOP OF A
 GB0642'CONCRETE POST.
 GB0642
 GB0642                          STATION RECOVERY (1972)
 GB0642
 GB0642'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2275 ***********************************************************************
 GA2275  DESIGNATION -  548
 GA2275  PID         -  GA2275
 GA2275  STATE/COUNTY-  TN/UNION
 GA2275  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2275
 GA2275                         *CURRENT SURVEY CONTROL
 GA2275  ___________________________________________________________________
 GA2275* NAD 83(1986)-  36 14 32.     (N)    083 58 58.     (W)     SCALED    
 GA2275* NAVD 88     -       312.871  (meters)    1026.48   (feet)  ADJUSTED  
 GA2275  ___________________________________________________________________
 GA2275  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2275  DYNAMIC HT  -         312.588 (meters)    1025.55  (feet)  COMP
 GA2275  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 GA2275
 GA2275  VERT ORDER  -  SECOND    CLASS 0
 GA2275
 GA2275.The horizontal coordinates were scaled from a topographic map and have
 GA2275.an estimated accuracy of +/- 6 seconds.
 GA2275
 GA2275.The orthometric height was determined by differential leveling
 GA2275.and adjusted by the National Geodetic Survey in June 1991..
 GA2275
 GA2275.The geoid height was determined by GEOID03.
 GA2275
 GA2275.The dynamic height is computed by dividing the NAVD 88
 GA2275.geopotential number by the normal gravity value computed on the
 GA2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2275.degrees latitude (g = 980.6199 gals.).
 GA2275
 GA2275.The modeled gravity was interpolated from observed gravity values.
 GA2275
 GA2275;                    North         East    Units  Estimated Accuracy
 GA2275;SPC TN       -   213,660.      781,310.      MT  (+/- 180 meters Scaled)
 GA2275
 GA2275                          SUPERSEDED SURVEY CONTROL
 GA2275
 GA2275  NGVD 29 (??/??/92)  312.989  (m)         1026.86   (f) ADJ UNCH    2 0
 GA2275
 GA2275.Superseded values are not recommended for survey control.
 GA2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2275.See file dsdata.txt to determine how the superseded data were derived.
 GA2275
 GA2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA319149(NAD 83)
 GA2275_MARKER: DD = SURVEY DISK
 GA2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2275_STAMPING: 548
 GA2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2275+STABILITY: SURFACE MOTION
 GA2275
 GA2275  HISTORY     - Date     Condition        Report By
 GA2275  HISTORY     - UNK      MONUMENTED       TNGS
 GA2275  HISTORY     - 1936     GOOD             NGS
 GA2275
 GA2275                          STATION DESCRIPTION
 GA2275
 GA2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GA2275'4.2 MI NE FROM ANDERSONVILLE.
 GA2275'IN UNION COUNTY, 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 61
 GA2275'FROM THE POST OFFICE AT ANDERSONVILLE, ANDERSON COUNTY, 2.5
 GA2275'MILES SOUTHWEST OF A ROAD INTERSECTION, 0.2 MILE NORTHEAST OF
 GA2275'THE 1020 NORRIS RESERVOIR CONTOUR SIGN, 200 YARDS NORTHEAST OF
 GA2275'A CURVE SIGN, AT THE SITE OF OLD LOYSTON, NEAR THE NORRIS
 GA2275'RESERVOIR AREA, 422 FEET SOUTH OF A 30-INCH WILD-CHERRY TREE, 312
 GA2275'FEET EAST OF THE HIGHWAY, BETWEEN TWO SMALL SPRUCE TREES LINING
 GA2275'A FENCE, AND 24 FEET NORTHWEST OF A RAIL FENCE.  A STATE SURVEY
 GA2275'STANDARD DISK, STAMPED 548 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0042 ***********************************************************************
 FD0042  DESIGNATION -  549
 FD0042  PID         -  FD0042
 FD0042  STATE/COUNTY-  TN/RUTHERFORD
 FD0042  USGS QUAD   -  WALTERHILL (1998)
 FD0042
 FD0042                         *CURRENT SURVEY CONTROL
 FD0042  ___________________________________________________________________
 FD0042* NAD 83(1986)-  35 57 23.     (N)    086 29 48.     (W)     SCALED    
 FD0042* NAVD 88     -       167.701  (meters)     550.20   (feet)  ADJUSTED  
 FD0042  ___________________________________________________________________
 FD0042  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0042  DYNAMIC HT  -         167.557 (meters)     549.73  (feet)  COMP
 FD0042  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD0042
 FD0042  VERT ORDER  -  FIRST     CLASS II
 FD0042
 FD0042.The horizontal coordinates were scaled from a topographic map and have
 FD0042.an estimated accuracy of +/- 6 seconds.
 FD0042
 FD0042.The orthometric height was determined by differential leveling
 FD0042.and adjusted by the National Geodetic Survey in June 1991..
 FD0042
 FD0042.The geoid height was determined by GEOID03.
 FD0042
 FD0042.The dynamic height is computed by dividing the NAVD 88
 FD0042.geopotential number by the normal gravity value computed on the
 FD0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0042.degrees latitude (g = 980.6199 gals.).
 FD0042
 FD0042.The modeled gravity was interpolated from observed gravity values.
 FD0042
 FD0042;                    North         East    Units  Estimated Accuracy
 FD0042;SPC TN       -   180,190.      555,200.      MT  (+/- 180 meters Scaled)
 FD0042
 FD0042                          SUPERSEDED SURVEY CONTROL
 FD0042
 FD0042  NGVD 29 (??/??/92)  167.719  (m)          550.26   (f) ADJ UNCH    1 2
 FD0042
 FD0042.Superseded values are not recommended for survey control.
 FD0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0042.See file dsdata.txt to determine how the superseded data were derived.
 FD0042
 FD0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE453792(NAD 83)
 FD0042_MARKER: DD = SURVEY DISK
 FD0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0042_SP_SET: ABUTMENT
 FD0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0042
 FD0042  HISTORY     - Date     Condition        Report By
 FD0042  HISTORY     - UNK      MONUMENTED       USGS
 FD0042  HISTORY     - 1955     POOR             NGS
 FD0042  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0042
 FD0042                          STATION DESCRIPTION
 FD0042
 FD0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FD0042'2.3 MI SE FROM SMYRNA.
 FD0042'2.3 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0042'LOUIS RAILWAY FROM THE STATION AT SMYRNA, RUTHERFORD COUNTY,
 FD0042'AT RAILWAY OVERPASS NO. 22.3 OVER A COUNTY ROAD, SET IN THE TOP
 FD0042'OF THE NORTHEAST END OF THE CAPSTONE OF NORTHEAST ABUTMENT,
 FD0042'7-1/2 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 4 FEET BELOW
 FD0042'THE TRACK.  NOTE-- BATTERED SO THAT ONLY THE 1906 IS LEGIBLE.
 FD0042
 FD0042                          STATION RECOVERY (2001)
 FD0042
 FD0042'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0553 ***********************************************************************
 FC0553  DESIGNATION -  54912
 FC0553  PID         -  FC0553
 FC0553  STATE/COUNTY-  TN/MCMINN
 FC0553  USGS QUAD   -  RICEVILLE (1990)
 FC0553
 FC0553                         *CURRENT SURVEY CONTROL
 FC0553  ___________________________________________________________________
 FC0553* NAD 83(1986)-  35 23 41.     (N)    084 43 14.     (W)     SCALED    
 FC0553* NAVD 88     -       230.801  (meters)     757.22   (feet)  ADJUSTED  
 FC0553  ___________________________________________________________________
 FC0553  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0553  DYNAMIC HT  -         230.575 (meters)     756.48  (feet)  COMP
 FC0553  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 FC0553
 FC0553  VERT ORDER  -  SECOND    CLASS 0
 FC0553
 FC0553.The horizontal coordinates were scaled from a topographic map and have
 FC0553.an estimated accuracy of +/- 6 seconds.
 FC0553
 FC0553.The orthometric height was determined by differential leveling
 FC0553.and adjusted by the National Geodetic Survey in June 1991..
 FC0553
 FC0553.The geoid height was determined by GEOID03.
 FC0553
 FC0553.The dynamic height is computed by dividing the NAVD 88
 FC0553.geopotential number by the normal gravity value computed on the
 FC0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0553.degrees latitude (g = 980.6199 gals.).
 FC0553
 FC0553.The modeled gravity was interpolated from observed gravity values.
 FC0553
 FC0553;                    North         East    Units  Estimated Accuracy
 FC0553;SPC TN       -   118,520.      716,230.      MT  (+/- 180 meters Scaled)
 FC0553
 FC0553                          SUPERSEDED SURVEY CONTROL
 FC0553
 FC0553  NGVD 29 (??/??/92)  230.862  (m)          757.42   (f) ADJ UNCH    2 0
 FC0553
 FC0553.Superseded values are not recommended for survey control.
 FC0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0553.See file dsdata.txt to determine how the superseded data were derived.
 FC0553
 FC0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE070192(NAD 83)
 FC0553_MARKER: DD = SURVEY DISK
 FC0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0553_STAMPING: 54912
 FC0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0553+STABILITY: SURFACE MOTION
 FC0553
 FC0553  HISTORY     - Date     Condition        Report By
 FC0553  HISTORY     - UNK      MONUMENTED       TNDG
 FC0553  HISTORY     - 1961     GOOD             NGS
 FC0553
 FC0553                          STATION DESCRIPTION
 FC0553
 FC0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0553'2.2 MI NW FROM RICEVILLE.
 FC0553'FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON AN OILED ROAD FOR,
 FC0553'0.1 MILE, CROSSING THE RAILROAD TRACKS, TO THE JUNCTION OF
 FC0553'U.S. HIGHWAY 11, TURN RIGHT ON U.S. HIGHWAY 11 FOR 0.35 MILE TO
 FC0553'A CROSSROAD, TURN LEFT ON AN OILED ROAD FOR 1.7 MILES TO THE
 FC0553'MARK ON THE LEFT.  ABOUT 25 FEET WEST OF THE ROAD, AND AT A
 FC0553'WITNESS SIGN.  A DISK SET IN THE TOP OF A CONCRETE POST THAT IS
 FC0553'ABOUT LEVEL WITH THE GROUND AND 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2590 ***********************************************************************
 AJ2590  DESIGNATION -  55
 AJ2590  PID         -  AJ2590
 AJ2590  STATE/COUNTY-  TN/SHELBY
 AJ2590  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2590
 AJ2590                         *CURRENT SURVEY CONTROL
 AJ2590  ___________________________________________________________________
 AJ2590* NAD 83(1995)-  35 14 00.09125(N)    090 03 25.49581(W)     ADJUSTED  
 AJ2590* NAVD 88     -        68.3    (meters)     224.     (feet)  GPS OBS   
 AJ2590  ___________________________________________________________________
 AJ2590  X           -      -5,196.122 (meters)                     COMP
 AJ2590  Y           -  -5,215,565.051 (meters)                     COMP
 AJ2590  Z           -   3,659,067.678 (meters)                     COMP
 AJ2590  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AJ2590  ELLIP HEIGHT-          41.04  (meters)          (04/26/01) GPS OBS
 AJ2590  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2590
 AJ2590  HORZ ORDER  -  FIRST
 AJ2590  ELLP ORDER  -  FOURTH    CLASS I
 AJ2590
 AJ2590.The horizontal coordinates were established by GPS observations
 AJ2590.and adjusted by the National Geodetic Survey in April 2001..
 AJ2590
 AJ2590.The orthometric height was determined by GPS observations and a
 AJ2590.high-resolution geoid model.
 AJ2590
 AJ2590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2590
 AJ2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2590
 AJ2590.The ellipsoidal height was determined by GPS observations
 AJ2590.and is referenced to NAD 83.
 AJ2590
 AJ2590.The geoid height was determined by GEOID03.
 AJ2590
 AJ2590;                    North         East     Units Scale Factor Converg.
 AJ2590;SPC TN       -   107,511.988   230,795.607   MT  1.00000298   -2 22 30.6
 AJ2590;SPC TN       -   352,728.91    757,201.92   sFT  1.00000298   -2 22 30.6
 AJ2590;UTM  15      - 3,902,892.258   767,821.178   MT  1.00048407   +1 41 55.7
 AJ2590;UTM  16      - 3,903,206.482   221,786.001   MT  1.00055403   -1 45 53.2
 AJ2590
 AJ2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2590!SPC TN       -   0.99999356  x   1.00000298  =   0.99999654
 AJ2590!UTM  15      -   0.99999356  x   1.00048407  =   1.00047763
 AJ2590!UTM  16      -   0.99999356  x   1.00055403  =   1.00054758
 AJ2590
 AJ2590                          SUPERSEDED SURVEY CONTROL
 AJ2590
 AJ2590.No superseded survey control is available for this station.
 AJ2590
 AJ2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6782102892(NAD 83)
 AJ2590_MARKER: DD = SURVEY DISK
 AJ2590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2590+WITH SETTING: INFORMATION.
 AJ2590_STAMPING: 055
 AJ2590_MARK LOGO: MLGW  
 AJ2590_PROJECTION: FLUSH
 AJ2590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2590+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2590_ROD/PIPE-DEPTH:  0.8 meters
 AJ2590
 AJ2590  HISTORY     - Date     Condition        Report By
 AJ2590  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2590
 AJ2590                          STATION DESCRIPTION
 AJ2590
 AJ2590'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2590'THE STATION IS LOCATED IN WEST CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2590'2.10 MILES (3.38 KM) NORTH OF THE GENERAL DEWITT SPAIN DOWNTOWN
 AJ2590'AIRPORT.
 AJ2590'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WATKINS STREET AND
 AJ2590'THOMAS STREET (HWY 51) , PROCEED NORTHWEST ON NORTH WATKINS STREET
 AJ2590'APPROXIMATELY 1.80 MILES (2.90 KM) TO NORTHHAVEN DRIVE.  TURN LEFT AND
 AJ2590'GO WEST ON NORTHAVEN DRIVE FOR 0.22 MILES (0.35 KM) TO EAST CIRCLE
 AJ2590'ROAD.  TURN LEFT AND GO SOUTHWEST ON EAST CIRCLE ROAD (TURNS INTO
 AJ2590'CIRCLE ROAD SOUTH) APPROXIMATELY 1.65 MILE (2.66 KM) TO
 AJ2590'T-INTERSECTION, BENJESTOWN ROAD.  TURN LEFT AND GO SOUTH ON BENJESTOWN
 AJ2590'ROAD APPROXIMATELY 1.10 MILES (1.77 KM) TO OLD CUBA-BENJESTOWN ROAD.
 AJ2590'TURN RIGHT AND GO SOUTHWEST ON OLD CUBA-BENJESTOWN ROAD APPROXIMATELY
 AJ2590'0.35 MILE (0.56 KM) TO BILLION ROAD.  THE STATION IS ON THE LEFT.
 AJ2590'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2590'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2590'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 62.60 FEET (19.08 M)
 AJ2590'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE HEADWALL LOCATED ON
 AJ2590'THE SOUTHWEST CORNER OF INTERSECTION, 56.00 FEET (17.07 M) NORTHEAST
 AJ2590'OF THE NORTHEAST CORNER OF A CONCRETE HEADWALL ON THE EAST SIDE OF OLD
 AJ2590'CUBA-BENJESTOWN ROAD, 47.70 FEET (14.54 M) SOUTHEAST OF A FIRE
 AJ2590'HYDRANT, 19.00 FEET (5.79 M) NORTHEAST OF THE CENTERLINE OF BILLION
 AJ2590'ROAD PROJECTED, 11.20 FEET (3.41 M) EAST OF THE CENTERLINE OF OLD
 AJ2590'CUBE-BENJESTOWN ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2590'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0751 ***********************************************************************
 FE0751  DESIGNATION -  55 23 17
 FE0751  PID         -  FE0751
 FE0751  STATE/COUNTY-  TN/MADISON
 FE0751  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0751
 FE0751                         *CURRENT SURVEY CONTROL
 FE0751  ___________________________________________________________________
 FE0751* NAD 83(1986)-  35 33 49.     (N)    088 45 20.     (W)     SCALED    
 FE0751* NAVD 88     -       111.922  (meters)     367.20   (feet)  ADJUSTED  
 FE0751  ___________________________________________________________________
 FE0751  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0751  DYNAMIC HT  -         111.821 (meters)     366.87  (feet)  COMP
 FE0751  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 FE0751
 FE0751  VERT ORDER  -  FIRST     CLASS II
 FE0751
 FE0751.The horizontal coordinates were scaled from a topographic map and have
 FE0751.an estimated accuracy of +/- 6 seconds.
 FE0751
 FE0751.The orthometric height was determined by differential leveling
 FE0751.and adjusted by the National Geodetic Survey in June 1991..
 FE0751
 FE0751.The geoid height was determined by GEOID03.
 FE0751
 FE0751.The dynamic height is computed by dividing the NAVD 88
 FE0751.geopotential number by the normal gravity value computed on the
 FE0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0751.degrees latitude (g = 980.6199 gals.).
 FE0751
 FE0751.The modeled gravity was interpolated from observed gravity values.
 FE0751
 FE0751;                    North         East    Units  Estimated Accuracy
 FE0751;SPC TN       -   140,020.      350,230.      MT  (+/- 180 meters Scaled)
 FE0751
 FE0751                          SUPERSEDED SURVEY CONTROL
 FE0751
 FE0751  NGVD 29 (??/??/??)  111.953  (m)          367.30   (f) ADJUSTED    1 2
 FE0751
 FE0751.Superseded values are not recommended for survey control.
 FE0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0751.See file dsdata.txt to determine how the superseded data were derived.
 FE0751
 FE0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE409369(NAD 83)
 FE0751_MARKER: DD = SURVEY DISK
 FE0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0751_STAMPING: 55 23 17
 FE0751_MARK LOGO: TNDG  
 FE0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0751+STABILITY: SURFACE MOTION
 FE0751
 FE0751  HISTORY     - Date     Condition        Report By
 FE0751  HISTORY     - UNK      MONUMENTED       TNDG
 FE0751  HISTORY     - 1948     GOOD             CGS
 FE0751  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0751
 FE0751                          STATION DESCRIPTION
 FE0751
 FE0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0751'1.1 MI SE FROM PERRY.
 FE0751'ABOUT 1.1 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0751'FROM THE STATION AT PERRY, ABOUT 0.25 MILE SOUTHEAST OF MILE
 FE0751'POST 381, 125 YARDS SOUTHEAST OF A PRIVATE ROAD CROSSING, 17.5
 FE0751'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26.9 FEET NORTH OF A
 FE0751'TELEPHONE POLE, 29 FEET NORTHEAST OF THE R/W FENCE, 235 FEET WEST
 FE0751'AND ACROSS THE TRACK FROM THE NORTHWEST END OF THE SOUTHWEST
 FE0751'CONCRETE HEAD WALL OF A 14-INCH PIPE CULVERT UNDER ROAD
 FE0751'PARALLELING THE TRACK, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 FE0751'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE0751'POST PROJECTING 3 INCHES.
 FE0751
 FE0751                          STATION RECOVERY (2002)
 FE0751
 FE0751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0752 ***********************************************************************
 FE0752  DESIGNATION -  55 23 18
 FE0752  PID         -  FE0752
 FE0752  STATE/COUNTY-  TN/MADISON
 FE0752  USGS QUAD   -  BEECH BLUFF (1981)
 FE0752
 FE0752                         *CURRENT SURVEY CONTROL
 FE0752  ___________________________________________________________________
 FE0752* NAD 83(1986)-  35 33 39.     (N)    088 44 58.     (W)     SCALED    
 FE0752* NAVD 88     -       113.122  (meters)     371.13   (feet)  ADJUSTED  
 FE0752  ___________________________________________________________________
 FE0752  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0752  DYNAMIC HT  -         113.020 (meters)     370.80  (feet)  COMP
 FE0752  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 FE0752
 FE0752  VERT ORDER  -  FIRST     CLASS II
 FE0752
 FE0752.The horizontal coordinates were scaled from a topographic map and have
 FE0752.an estimated accuracy of +/- 6 seconds.
 FE0752
 FE0752.The orthometric height was determined by differential leveling
 FE0752.and adjusted by the National Geodetic Survey in June 1991..
 FE0752
 FE0752.The geoid height was determined by GEOID03.
 FE0752
 FE0752.The dynamic height is computed by dividing the NAVD 88
 FE0752.geopotential number by the normal gravity value computed on the
 FE0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0752.degrees latitude (g = 980.6199 gals.).
 FE0752
 FE0752.The modeled gravity was interpolated from observed gravity values.
 FE0752
 FE0752;                    North         East    Units  Estimated Accuracy
 FE0752;SPC TN       -   139,690.      350,780.      MT  (+/- 180 meters Scaled)
 FE0752
 FE0752                          SUPERSEDED SURVEY CONTROL
 FE0752
 FE0752  NGVD 29 (??/??/??)  113.152  (m)          371.23   (f) ADJUSTED    1 2
 FE0752
 FE0752.Superseded values are not recommended for survey control.
 FE0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0752.See file dsdata.txt to determine how the superseded data were derived.
 FE0752
 FE0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE414366(NAD 83)
 FE0752_MARKER: DD = SURVEY DISK
 FE0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0752_STAMPING: 55 23 18
 FE0752_MARK LOGO: TNDG  
 FE0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0752+STABILITY: SURFACE MOTION
 FE0752
 FE0752  HISTORY     - Date     Condition        Report By
 FE0752  HISTORY     - UNK      MONUMENTED       TNDG
 FE0752  HISTORY     - 1948     GOOD             CGS
 FE0752  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0752
 FE0752                          STATION DESCRIPTION
 FE0752
 FE0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0752'1.4 MI SE FROM PERRY.
 FE0752'ABOUT 1.45 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0752'RAILROAD FROM THE STATION AT PERRY, ABOUT 0.4 MILE NORTHWEST OF
 FE0752'MILE POST 380, ABOUT 0.15 MILE SOUTHEAST OF A SIGN STATION ONE
 FE0752'MILE, AT A DIRT ROAD CROSSING, 22 FEET NORTHEAST OF THE NORTHEAST
 FE0752'RAIL, 41 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD
 FE0752'PARALLELING THE TRACK, 14 FEET NORTHWEST OF A CROSSING WARNING
 FE0752'SIGN, 25 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD,
 FE0752'AT THE NORTHEAST BOUNDARY OF AIRPORT AND NEAR THE NORTH CORNER OF
 FE0752'THE FIELD, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 FE0752'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0752'3 INCHES.
 FE0752
 FE0752                          STATION RECOVERY (2002)
 FE0752
 FE0752'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0753 ***********************************************************************
 FE0753  DESIGNATION -  55 23 20
 FE0753  PID         -  FE0753
 FE0753  STATE/COUNTY-  TN/MADISON
 FE0753  USGS QUAD   -  BEECH BLUFF (1981)
 FE0753
 FE0753                         *CURRENT SURVEY CONTROL
 FE0753  ___________________________________________________________________
 FE0753* NAD 83(1986)-  35 33 14.     (N)    088 44 37.     (W)     SCALED    
 FE0753* NAVD 88     -       113.546  (meters)     372.53   (feet)  ADJUSTED  
 FE0753  ___________________________________________________________________
 FE0753  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0753  DYNAMIC HT  -         113.443 (meters)     372.19  (feet)  COMP
 FE0753  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FE0753
 FE0753  VERT ORDER  -  FIRST     CLASS II
 FE0753
 FE0753.The horizontal coordinates were scaled from a topographic map and have
 FE0753.an estimated accuracy of +/- 6 seconds.
 FE0753
 FE0753.The orthometric height was determined by differential leveling
 FE0753.and adjusted by the National Geodetic Survey in June 1991..
 FE0753
 FE0753.The geoid height was determined by GEOID03.
 FE0753
 FE0753.The dynamic height is computed by dividing the NAVD 88
 FE0753.geopotential number by the normal gravity value computed on the
 FE0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0753.degrees latitude (g = 980.6199 gals.).
 FE0753
 FE0753.The modeled gravity was interpolated from observed gravity values.
 FE0753
 FE0753;                    North         East    Units  Estimated Accuracy
 FE0753;SPC TN       -   138,910.      351,280.      MT  (+/- 180 meters Scaled)
 FE0753
 FE0753                          SUPERSEDED SURVEY CONTROL
 FE0753
 FE0753  NGVD 29 (??/??/??)  113.575  (m)          372.62   (f) ADJUSTED    1 2
 FE0753
 FE0753.Superseded values are not recommended for survey control.
 FE0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0753.See file dsdata.txt to determine how the superseded data were derived.
 FE0753
 FE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE419358(NAD 83)
 FE0753_MARKER: DD = SURVEY DISK
 FE0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0753_STAMPING: 55 23 20
 FE0753_MARK LOGO: TNDG  
 FE0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0753+STABILITY: SURFACE MOTION
 FE0753
 FE0753  HISTORY     - Date     Condition        Report By
 FE0753  HISTORY     - UNK      MONUMENTED       TNDG
 FE0753  HISTORY     - 1948     GOOD             CGS
 FE0753  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0753
 FE0753                          STATION DESCRIPTION
 FE0753
 FE0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0753'2 MI SE FROM PERRY.
 FE0753'ABOUT 2.0 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0753'FROM THE STATION AT PERRY, ABOUT 0.15 MILE SOUTHEAST OF MILE
 FE0753'POST 380, 15 FEET NORTHEAST OF THE NORTHEAST RAIL, 49 FEET
 FE0753'SOUTHWEST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK,
 FE0753'143 FEET NORTH-NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 FE0753'56 FEET NORTHWEST OF A TELEPHONE POLE, AT THE NORTHWEST BOUNDARY
 FE0753'OF AN AIRPORT, NEAR THE EAST CORNER OF THE FIELD, 2.5 FEET
 FE0753'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 FE0753'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0753
 FE0753                          STATION RECOVERY (2002)
 FE0753
 FE0753'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0753'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0754 ***********************************************************************
 FE0754  DESIGNATION -  55 23 21
 FE0754  PID         -  FE0754
 FE0754  STATE/COUNTY-  TN/MADISON
 FE0754  USGS QUAD   -  BEECH BLUFF (1981)
 FE0754
 FE0754                         *CURRENT SURVEY CONTROL
 FE0754  ___________________________________________________________________
 FE0754* NAD 83(1986)-  35 33 00.     (N)    088 44 31.     (W)     SCALED    
 FE0754* NAVD 88     -       112.714  (meters)     369.80   (feet)  ADJUSTED  
 FE0754  ___________________________________________________________________
 FE0754  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0754  DYNAMIC HT  -         112.612 (meters)     369.46  (feet)  COMP
 FE0754  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 FE0754
 FE0754  VERT ORDER  -  FIRST     CLASS II
 FE0754
 FE0754.The horizontal coordinates were scaled from a topographic map and have
 FE0754.an estimated accuracy of +/- 6 seconds.
 FE0754
 FE0754.The orthometric height was determined by differential leveling
 FE0754.and adjusted by the National Geodetic Survey in June 1991..
 FE0754
 FE0754.The geoid height was determined by GEOID03.
 FE0754
 FE0754.The dynamic height is computed by dividing the NAVD 88
 FE0754.geopotential number by the normal gravity value computed on the
 FE0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0754.degrees latitude (g = 980.6199 gals.).
 FE0754
 FE0754.The modeled gravity was interpolated from observed gravity values.
 FE0754
 FE0754;                    North         East    Units  Estimated Accuracy
 FE0754;SPC TN       -   138,470.      351,420.      MT  (+/- 180 meters Scaled)
 FE0754
 FE0754                          SUPERSEDED SURVEY CONTROL
 FE0754
 FE0754  NGVD 29 (??/??/??)  112.743  (m)          369.89   (f) ADJUSTED    1 2
 FE0754
 FE0754.Superseded values are not recommended for survey control.
 FE0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0754.See file dsdata.txt to determine how the superseded data were derived.
 FE0754
 FE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE421354(NAD 83)
 FE0754_MARKER: DD = SURVEY DISK
 FE0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0754_STAMPING: 55 23 21
 FE0754_MARK LOGO: TNDG  
 FE0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0754+STABILITY: SURFACE MOTION
 FE0754
 FE0754  HISTORY     - Date     Condition        Report By
 FE0754  HISTORY     - UNK      MONUMENTED       TNDG
 FE0754  HISTORY     - 1948     GOOD             CGS
 FE0754  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0754
 FE0754                          STATION DESCRIPTION
 FE0754
 FE0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0754'2.3 MI SE FROM PERRY.
 FE0754'ABOUT 2.3 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0754'FROM THE STATION AT PERRY, ABOUT 0.45 MILE SOUTHEAST OF MILE POST
 FE0754'380, 21.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 42 FEET SOUTHWEST
 FE0754'OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, 47 FEET
 FE0754'SOUTHEAST OF A TELEPHONE POLE, 164 FEET SOUTH-SOUTHWEST OF AND
 FE0754'ACROSS THE ROAD FROM THE SOUTH CORNER OF AN OLD FARM SHACK, 1.5
 FE0754'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE
 FE0754'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 FE0754
 FE0754                          STATION RECOVERY (2002)
 FE0754
 FE0754'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0755 ***********************************************************************
 FE0755  DESIGNATION -  55 23 24
 FE0755  PID         -  FE0755
 FE0755  STATE/COUNTY-  TN/MADISON
 FE0755  USGS QUAD   -  BEECH BLUFF (1981)
 FE0755
 FE0755                         *CURRENT SURVEY CONTROL
 FE0755  ___________________________________________________________________
 FE0755* NAD 83(1986)-  35 32 28.     (N)    088 44 37.     (W)     SCALED    
 FE0755* NAVD 88     -       112.930  (meters)     370.50   (feet)  ADJUSTED  
 FE0755  ___________________________________________________________________
 FE0755  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0755  DYNAMIC HT  -         112.828 (meters)     370.17  (feet)  COMP
 FE0755  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE0755
 FE0755  VERT ORDER  -  FIRST     CLASS II
 FE0755
 FE0755.The horizontal coordinates were scaled from a topographic map and have
 FE0755.an estimated accuracy of +/- 6 seconds.
 FE0755
 FE0755.The orthometric height was determined by differential leveling
 FE0755.and adjusted by the National Geodetic Survey in June 1991..
 FE0755
 FE0755.The geoid height was determined by GEOID03.
 FE0755
 FE0755.The dynamic height is computed by dividing the NAVD 88
 FE0755.geopotential number by the normal gravity value computed on the
 FE0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0755.degrees latitude (g = 980.6199 gals.).
 FE0755
 FE0755.The modeled gravity was interpolated from observed gravity values.
 FE0755
 FE0755;                    North         East    Units  Estimated Accuracy
 FE0755;SPC TN       -   137,490.      351,240.      MT  (+/- 180 meters Scaled)
 FE0755
 FE0755                          SUPERSEDED SURVEY CONTROL
 FE0755
 FE0755  NGVD 29 (??/??/??)  112.959  (m)          370.60   (f) ADJUSTED    1 2
 FE0755
 FE0755.Superseded values are not recommended for survey control.
 FE0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0755.See file dsdata.txt to determine how the superseded data were derived.
 FE0755
 FE0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE419344(NAD 83)
 FE0755_MARKER: DD = SURVEY DISK
 FE0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0755_STAMPING: 55 23 24
 FE0755_MARK LOGO: TNDG  
 FE0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0755+STABILITY: SURFACE MOTION
 FE0755
 FE0755  HISTORY     - Date     Condition        Report By
 FE0755  HISTORY     - UNK      MONUMENTED       TNDG
 FE0755  HISTORY     - 1948     GOOD             CGS
 FE0755  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0755
 FE0755                          STATION DESCRIPTION
 FE0755
 FE0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0755'4.2 MI N FROM PINSON.
 FE0755'ABOUT 4.15 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0755'FROM THE STATION AT PINSON, ABOUT 3.0 MILES SOUTHEAST OF THE
 FE0755'STATION AT PERRY, AT A PUBLIC ROAD CROSSING, 31 FEET EAST OF THE
 FE0755'EAST RAIL, 60 FEET NORTHEAST OF THE CENTER OF THE ROAD CROSSING, 30
 FE0755'FEET WEST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK,
 FE0755'43 FEET NORTHEAST OF THE CROSSING SIGN, 40.8 FEET NORTH OF A
 FE0755'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3
 FE0755'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0755'PROJECTING 6 INCHES.
 FE0755
 FE0755                          STATION RECOVERY (2002)
 FE0755
 FE0755'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2320 ***********************************************************************
 FE2320  DESIGNATION -  55 44 45
 FE2320  PID         -  FE2320
 FE2320  STATE/COUNTY-  TN/MADISON
 FE2320  USGS QUAD   -  CLAYBROOK (1980)
 FE2320
 FE2320                         *CURRENT SURVEY CONTROL
 FE2320  ___________________________________________________________________
 FE2320* NAD 83(1995)-  35 43 51.69747(N)    088 43 08.29509(W)     ADJUSTED  
 FE2320* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 FE2320  ___________________________________________________________________
 FE2320  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2320  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2320
 FE2320  HORZ ORDER  -  SECOND
 FE2320
 FE2320.The horizontal coordinates were established by classical geodetic methods
 FE2320.and adjusted by the National Geodetic Survey in April 1999..
 FE2320
 FE2320.The orthometric height was scaled from a topographic map.
 FE2320
 FE2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2320
 FE2320.The geoid height was determined by GEOID03.
 FE2320
 FE2320;                    North         East     Units Scale Factor Converg.
 FE2320;SPC TN       -   158,489.208   354,061.732   MT  0.99995001   -1 35 30.5
 FE2320;SPC TN       -   519,976.68  1,161,617.53   sFT  0.99995001   -1 35 30.5
 FE2320;UTM  16      - 3,955,478.183   344,541.384   MT  0.99989781   -1 00 14.6
 FE2320
 FE2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2320!SPC TN       -   0.99997854  x   0.99995001  =   0.99992855
 FE2320!UTM  16      -   0.99997854  x   0.99989781  =   0.99987635
 FE2320
 FE2320                          SUPERSEDED SURVEY CONTROL
 FE2320
 FE2320  NAD 83(1995)-  35 43 51.70166(N)    088 43 08.30038(W) AD(       ) 2
 FE2320  NAD 83(1986)-  35 43 51.70888(N)    088 43 08.29585(W) AD(       ) 2
 FE2320  NAD 27      -  35 43 51.46680(N)    088 43 08.09430(W) AD(       ) 2
 FE2320
 FE2320.Superseded values are not recommended for survey control.
 FE2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2320.See file dsdata.txt to determine how the superseded data were derived.
 FE2320
 FE2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4454155478(NAD 83)
 FE2320_MARKER: DD = SURVEY DISK
 FE2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2320_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2320_STAMPING: 55-44/45
 FE2320_MARK LOGO: TNDG  
 FE2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2320+STABILITY: SURFACE MOTION
 FE2320
 FE2320  HISTORY     - Date     Condition        Report By
 FE2320  HISTORY     - 1958     MONUMENTED       TNDG
 FE2320
 FE2320                          STATION DESCRIPTION
 FE2320
 FE2320'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1958 (GWM)
 FE2320'THE STATION IS ABOUT 9 MILES NORTHEAST OF JACKSON AND 5 MILES
 FE2320'SOUTHEAST OF MEDINA ON THE PROPERTY OF MR. FELIX EXUM.  THE MARK
 FE2320'IS A STANDARD TENNESSEE DIV. OF GEOLOGY STATION DISK STAMPED 55-44/45
 FE2320'SET IN THE TOP OF A 4X4 INCH CONCRETE POST SET FLUSH WITH THE
 FE2320'GROUND. IT IS 3 FEET EAST OF A WIRE FENCE, 23 FEET EAST OF THE
 FE2320'CENTERLINE OF A GRAVELED ROAD, 19 FEET SOUTH OF A FENCE CORNER,
 FE2320'AND 30 FEET NORTH OF A WEST GATEPOST.
 FE2320'
 FE2320'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FE2320'SQUARE IN JACKSON, GO EAST N U.S. HIGHWAY 70, U.S.  HIGHWAY 45,
 FE2320'AND STATE HIGHWAY 20 FOR 0.3 MILE TO THEIR JUNCTION. GO NORTH AND
 FE2320'EAST ON U.S. HIGHWAY 70 AND STATE HIGHWAY 20 FOR 5.7 MILES
 FE2320'TO THEIR JUNCTION. CONTINUE STRAIGHT AHEAD (NORTHEAST) ON U.S.
 FE2320'HIGHWAY 70 FOR 4.2 MILES TO A GRAVELED SIDE ROAD LEFT. TURN LEFT
 FE2320'AND GO WEST ON ASHPORT ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 FE2320'
 FE2320'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ASHPORT TO
 FE2320'55-44/45 (TENNESSEE DIV. OF GEOLOGY) STATION. THE DISTANCE IS
 FE2320'30.7340 METERS, 100.833 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0745 ***********************************************************************
 FE0745  DESIGNATION -  55 51 16
 FE0745  PID         -  FE0745
 FE0745  STATE/COUNTY-  TN/MADISON
 FE0745  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0745
 FE0745                         *CURRENT SURVEY CONTROL
 FE0745  ___________________________________________________________________
 FE0745* NAD 83(1986)-  35 36 12.     (N)    088 48 14.     (W)     SCALED    
 FE0745* NAVD 88     -       114.483  (meters)     375.60   (feet)  ADJUSTED  
 FE0745  ___________________________________________________________________
 FE0745  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0745  DYNAMIC HT  -         114.381 (meters)     375.26  (feet)  COMP
 FE0745  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 FE0745
 FE0745  VERT ORDER  -  FIRST     CLASS II
 FE0745
 FE0745.The horizontal coordinates were scaled from a topographic map and have
 FE0745.an estimated accuracy of +/- 6 seconds.
 FE0745
 FE0745.The orthometric height was determined by differential leveling
 FE0745.and adjusted by the National Geodetic Survey in June 1991..
 FE0745
 FE0745.The geoid height was determined by GEOID03.
 FE0745
 FE0745.The dynamic height is computed by dividing the NAVD 88
 FE0745.geopotential number by the normal gravity value computed on the
 FE0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0745.degrees latitude (g = 980.6199 gals.).
 FE0745
 FE0745.The modeled gravity was interpolated from observed gravity values.
 FE0745
 FE0745;                    North         East    Units  Estimated Accuracy
 FE0745;SPC TN       -   144,540.      345,980.      MT  (+/- 180 meters Scaled)
 FE0745
 FE0745                          SUPERSEDED SURVEY CONTROL
 FE0745
 FE0745  NGVD 29 (??/??/??)  114.518  (m)          375.71   (f) ADJUSTED    1 2
 FE0745
 FE0745.Superseded values are not recommended for survey control.
 FE0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0745.See file dsdata.txt to determine how the superseded data were derived.
 FE0745
 FE0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE366414(NAD 83)
 FE0745_MARKER: DD = SURVEY DISK
 FE0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0745_STAMPING: 55 51 16
 FE0745_MARK LOGO: TNDG  
 FE0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0745+STABILITY: SURFACE MOTION
 FE0745
 FE0745  HISTORY     - Date     Condition        Report By
 FE0745  HISTORY     - UNK      MONUMENTED       TNDG
 FE0745  HISTORY     - 1948     GOOD             CGS
 FE0745  HISTORY     - 1985     MARK NOT FOUND   NGS
 FE0745
 FE0745                          STATION DESCRIPTION
 FE0745
 FE0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0745'1.4 MI SE FROM JACKSON.
 FE0745'ABOUT 1.4 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0745'FROM THE UNION STATION AT JACKSON, ABOUT 0.3 MILE SOUTHEAST OF
 FE0745'MILE POST 385, AT THE NORTHWEST END OF THE ISELIN RAILROAD YARDS,
 FE0745'AT A GRAVEL STREET CROSSING, 73 FEET SOUTHWEST OF THE SOUTHWEST
 FE0745'RAIL OF THE TRACK, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE0745'GRAVEL ROAD, 22.5 FEET NORTHEAST OF A POWER POLE, 16 FEET
 FE0745'EAST-NORTHEAST OF A TALL POWER TRANSMISSION POLE, 14.5 FEET
 FE0745'NORTH-NORTHEAST OF A TALL POWER TRANSMISSION POLE, 1 FOOT
 FE0745'NORTHWEST OF A WHITE WOODEN WITNESS POST, 2.5 FEET ABOVE THE TRACK
 FE0745'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0745
 FE0745                          STATION RECOVERY (1985)
 FE0745
 FE0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2292 ***********************************************************************
 FE2292  DESIGNATION -  55 52 12
 FE2292  PID         -  FE2292
 FE2292  STATE/COUNTY-  TN/MADISON
 FE2292  USGS QUAD   -  TEAGUE (1981)
 FE2292
 FE2292                         *CURRENT SURVEY CONTROL
 FE2292  ___________________________________________________________________
 FE2292* NAD 83(1995)-  35 26 38.70692(N)    088 59 13.74628(W)     ADJUSTED  
 FE2292* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 FE2292  ___________________________________________________________________
 FE2292  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2292  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2292
 FE2292  HORZ ORDER  -  SECOND
 FE2292
 FE2292.The horizontal coordinates were established by classical geodetic methods
 FE2292.and adjusted by the National Geodetic Survey in April 1999..
 FE2292
 FE2292.The orthometric height was scaled from a topographic map.
 FE2292
 FE2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2292
 FE2292.The geoid height was determined by GEOID03.
 FE2292
 FE2292;                    North         East     Units Scale Factor Converg.
 FE2292;SPC TN       -   127,375.917   328,839.707   MT  0.99997142   -1 44 55.7
 FE2292;SPC TN       -   417,899.15  1,078,868.27   sFT  0.99997142   -1 44 55.7
 FE2292;UTM  16      - 3,924,106.395   319,642.300   MT  1.00000088   -1 09 09.6
 FE2292
 FE2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2292!SPC TN       -   0.99997882  x   0.99997142  =   0.99995024
 FE2292!UTM  16      -   0.99997882  x   1.00000088  =   0.99997970
 FE2292
 FE2292                          SUPERSEDED SURVEY CONTROL
 FE2292
 FE2292  NAD 83(1995)-  35 26 38.71273(N)    088 59 13.75004(W) AD(       ) 2
 FE2292  NAD 83(1986)-  35 26 38.71867(N)    088 59 13.74703(W) AD(       ) 2
 FE2292  NAD 27      -  35 26 38.43750(N)    088 59 13.52210(W) AD(       ) 2
 FE2292
 FE2292.Superseded values are not recommended for survey control.
 FE2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2292.See file dsdata.txt to determine how the superseded data were derived.
 FE2292
 FE2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1964224106(NAD 83)
 FE2292_MARKER: DD = SURVEY DISK
 FE2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2292_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2292_STAMPING: WPA 55 52 12
 FE2292_MARK LOGO: TNDG  
 FE2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2292+STABILITY: SURFACE MOTION
 FE2292
 FE2292  HISTORY     - Date     Condition        Report By
 FE2292  HISTORY     - 1958     MONUMENTED       TNDG
 FE2292
 FE2292                          STATION DESCRIPTION
 FE2292
 FE2292'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1958
 FE2292'TO REACH THE STATION FROM THE CEMETERY AT THE SOUTH EDGE OF
 FE2292'UPTONVILLE, GO SOUTH ON HAILEY ROAD FOR 0.25 MILE TO THE END OF
 FE2292'BLACKTOP. CONTINUE SOUTH ON GRAVELED ROAD FOR 0.4 MILE TO A FORK.
 FE2292'TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 0.3 MILE TO A DRIVEWAY ON
 FE2292'THE RIGHT AND THE STATION AS DESCRIBED.
 FE2292'
 FE2292'55-52-12 (TNDG) IS A STANDARD TENN. DIV. OF GEO. DISK SET IN THE TOP
 FE2292'OF A 6X6 INCH CONCRETE POST WHICH
 FE2292'PROJECTS 7 INCHES AND WAS USED AS A REFERENCE MARK FOR STATION UPTON.
 FE2292'FOR IT IS 71 FEET
 FE2292'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 55 FEET NORTH OF THE
 FE2292'CENTERLINE OF THE DRIVEWAY, 27 FEET WEST OF A 30 INCH ELM TREE AND 1
 FE2292'FOOT SOUTH OF A FENCE. THE DISK IS STAMPED WPA 55 52 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0531 ***********************************************************************
 GC0531  DESIGNATION -  55 EOM
 GC0531  PID         -  GC0531
 GC0531  STATE/COUNTY-  TN/ROBERTSON
 GC0531  USGS QUAD   -  WHITE HOUSE (1981)
 GC0531
 GC0531                         *CURRENT SURVEY CONTROL
 GC0531  ___________________________________________________________________
 GC0531* NAD 83(1986)-  36 24 33.     (N)    086 41 26.     (W)     SCALED    
 GC0531* NAVD 88     -       265.951  (meters)     872.54   (feet)  ADJUSTED  
 GC0531  ___________________________________________________________________
 GC0531  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC0531  DYNAMIC HT  -         265.726 (meters)     871.80  (feet)  COMP
 GC0531  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC0531
 GC0531  VERT ORDER  -  SECOND    CLASS 0
 GC0531
 GC0531.The horizontal coordinates were scaled from a topographic map and have
 GC0531.an estimated accuracy of +/- 6 seconds.
 GC0531
 GC0531.The orthometric height was determined by differential leveling
 GC0531.and adjusted by the National Geodetic Survey in June 1991..
 GC0531
 GC0531.The geoid height was determined by GEOID03.
 GC0531
 GC0531.The dynamic height is computed by dividing the NAVD 88
 GC0531.geopotential number by the normal gravity value computed on the
 GC0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0531.degrees latitude (g = 980.6199 gals.).
 GC0531
 GC0531.The modeled gravity was interpolated from observed gravity values.
 GC0531
 GC0531;                    North         East    Units  Estimated Accuracy
 GC0531;SPC TN       -   230,540.      538,060.      MT  (+/- 180 meters Scaled)
 GC0531
 GC0531                          SUPERSEDED SURVEY CONTROL
 GC0531
 GC0531  NGVD 29 (??/??/92)  266.008  (m)          872.73   (f) ADJ UNCH    2 0
 GC0531
 GC0531.Superseded values are not recommended for survey control.
 GC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0531.See file dsdata.txt to determine how the superseded data were derived.
 GC0531
 GC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF277293(NAD 83)
 GC0531_MARKER: DD = SURVEY DISK
 GC0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0531_SP_SET: SQUARE CONCRETE MONUMENT
 GC0531_STAMPING: 873 55EOM 1950
 GC0531_MARK LOGO: USGS  
 GC0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0531+STABILITY: SURFACE MOTION
 GC0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0531+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1987
 GC0531
 GC0531  HISTORY     - Date     Condition        Report By
 GC0531  HISTORY     - 1950     MONUMENTED       USGS
 GC0531  HISTORY     - 1960     GOOD             NGS
 GC0531  HISTORY     - 19870612 GOOD             LOCENG
 GC0531
 GC0531                          STATION DESCRIPTION
 GC0531
 GC0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0531'6.6 MI SW FROM WHITE HOUSE.
 GC0531'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY 31
 GC0531'W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76, THENCE
 GC0531'2.5 MILES SOUTH ON A GRAVELED ROAD, THENCE 1.85 MILES SOUTH ON
 GC0531'U.S. HIGHWAY 31 W TO TERRYS TRUCK STOP, 22 FT. NORTH OF THE
 GC0531'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING (TERRYS TRUCK
 GC0531'STOP), 21 FT. EAST OF THE CENTER OF A BLACK TOP ROAD, 2 FT.
 GC0531'NORTHEAST OF A POWER LINE POLE, AND 1 FT. SOUTH OF A WITNESS
 GC0531'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GC0531
 GC0531                          STATION RECOVERY (1987)
 GC0531
 GC0531'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1755 ***********************************************************************
 GB1755  DESIGNATION -  550.6
 GB1755  PID         -  GB1755
 GB1755  STATE/COUNTY-  TN/SMITH
 GB1755  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1755
 GB1755                         *CURRENT SURVEY CONTROL
 GB1755  ___________________________________________________________________
 GB1755* NAD 83(1986)-  36 07 42.     (N)    085 49 08.     (W)     SCALED    
 GB1755* NAVD 88     -       167.114  (meters)     548.27   (feet)  ADJUSTED  
 GB1755  ___________________________________________________________________
 GB1755  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1755  DYNAMIC HT  -         166.968 (meters)     547.79  (feet)  COMP
 GB1755  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 GB1755
 GB1755  VERT ORDER  -  SECOND    CLASS 0
 GB1755
 GB1755.The horizontal coordinates were scaled from a topographic map and have
 GB1755.an estimated accuracy of +/- 6 seconds.
 GB1755
 GB1755.The orthometric height was determined by differential leveling
 GB1755.and adjusted by the National Geodetic Survey in June 1991..
 GB1755
 GB1755.The geoid height was determined by GEOID03.
 GB1755
 GB1755.The dynamic height is computed by dividing the NAVD 88
 GB1755.geopotential number by the normal gravity value computed on the
 GB1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1755.degrees latitude (g = 980.6199 gals.).
 GB1755
 GB1755.The modeled gravity was interpolated from observed gravity values.
 GB1755
 GB1755;                    North         East    Units  Estimated Accuracy
 GB1755;SPC TN       -   199,170.      616,300.      MT  (+/- 180 meters Scaled)
 GB1755
 GB1755                          SUPERSEDED SURVEY CONTROL
 GB1755
 GB1755  NGVD 29 (??/??/92)  167.181  (m)          548.49   (f) ADJ UNCH    2 0
 GB1755
 GB1755.Superseded values are not recommended for survey control.
 GB1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1755.See file dsdata.txt to determine how the superseded data were derived.
 GB1755
 GB1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE062988(NAD 83)
 GB1755_MARKER: Q = CHISELED SQUARE
 GB1755_SETTING: 0 = UNSPECIFIED SETTING
 GB1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1755
 GB1755  HISTORY     - Date     Condition        Report By
 GB1755  HISTORY     - UNK      MONUMENTED       USGS
 GB1755  HISTORY     - 1935     GOOD             NGS
 GB1755  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1755
 GB1755                          STATION DESCRIPTION
 GB1755
 GB1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1755'1.9 MI W FROM BUFFALO VALLEY.
 GB1755'IN SMITH COUNTY, 1.9 MILES WEST ALONG THE TENNESSEE CENTRAL
 GB1755'RAILWAY FROM THE STATION AT BUFFALO VALLEY, PUTNAM COUNTY, 15
 GB1755'YARDS NORTHWEST OF MILEPOST 68, 21 YARDS EAST OF A GRADE CROSSING,
 GB1755'9 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TOP OF THE
 GB1755'RAIL.  A CHISELED SQUARE.
 GB1755
 GB1755                          STATION RECOVERY (1960)
 GB1755
 GB1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0630 ***********************************************************************
 GB0630  DESIGNATION -  551
 GB0630  PID         -  GB0630
 GB0630  STATE/COUNTY-  TN/ANDERSON
 GB0630  USGS QUAD   -  NORRIS (1990)
 GB0630
 GB0630                         *CURRENT SURVEY CONTROL
 GB0630  ___________________________________________________________________
 GB0630* NAD 83(1986)-  36 12 37.     (N)    084 01 06.     (W)     SCALED    
 GB0630* NAVD 88     -       312.325  (meters)    1024.69   (feet)  ADJUSTED  
 GB0630  ___________________________________________________________________
 GB0630  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0630  DYNAMIC HT  -         312.042 (meters)    1023.76  (feet)  COMP
 GB0630  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 GB0630
 GB0630  VERT ORDER  -  SECOND    CLASS 0
 GB0630
 GB0630.The horizontal coordinates were scaled from a topographic map and have
 GB0630.an estimated accuracy of +/- 6 seconds.
 GB0630
 GB0630.The orthometric height was determined by differential leveling
 GB0630.and adjusted by the National Geodetic Survey in June 1991..
 GB0630
 GB0630.The geoid height was determined by GEOID03.
 GB0630
 GB0630.The dynamic height is computed by dividing the NAVD 88
 GB0630.geopotential number by the normal gravity value computed on the
 GB0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0630.degrees latitude (g = 980.6199 gals.).
 GB0630
 GB0630.The modeled gravity was interpolated from observed gravity values.
 GB0630
 GB0630;                    North         East    Units  Estimated Accuracy
 GB0630;SPC TN       -   210,050.      778,180.      MT  (+/- 180 meters Scaled)
 GB0630
 GB0630                          SUPERSEDED SURVEY CONTROL
 GB0630
 GB0630  NGVD 29 (??/??/92)  312.451  (m)         1025.10   (f) ADJ UNCH    2 0
 GB0630
 GB0630.Superseded values are not recommended for survey control.
 GB0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0630.See file dsdata.txt to determine how the superseded data were derived.
 GB0630
 GB0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF680113(NAD 83)
 GB0630_MARKER: DD = SURVEY DISK
 GB0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0630_STAMPING: 551
 GB0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0630+STABILITY: SURFACE MOTION
 GB0630
 GB0630  HISTORY     - Date     Condition        Report By
 GB0630  HISTORY     - UNK      MONUMENTED       TNGS
 GB0630  HISTORY     - 1949     GOOD             NGS
 GB0630  HISTORY     - 1972     GOOD             TVA
 GB0630
 GB0630                          STATION DESCRIPTION
 GB0630
 GB0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0630'1.1 MI NE FROM ANDERSONVILLE.
 GB0630'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB0630'AT ANDERSONVILLE, ANDERSON COUNTY, 335 FEET WEST ALONG A LANE
 GB0630'BETWEEN THE W.H. CRAIG AND THE CHARLIE LONGMIRE PROPERTIES,
 GB0630'OPPOSITE A WHITE FRAMEHOUSE, 100 FEET EAST OF A SMALL BARN, 25
 GB0630'FEET NORTHEAST ACROSS THE LANE FROM A LOT GATE, 25 FEET NORTHWEST
 GB0630'OF A 10-INCH CEDAR TREE, 10 FEET NORTH OF THE CENTERLINE OF THE
 GB0630'LANE, 2 FEET EAST OF THE FENCE, AND NEAR A STEEL POST WITH A
 GB0630'CONTROL MARKER SIGN.  A STATE SURVEY STANDARD DISK, STAMPED
 GB0630'551 AND SET IN THE TOP OF A CONCRETE POST.
 GB0630
 GB0630                          STATION RECOVERY (1972)
 GB0630
 GB0630'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0636 ***********************************************************************
 GB0636  DESIGNATION -  554
 GB0636  PID         -  GB0636
 GB0636  STATE/COUNTY-  TN/ANDERSON
 GB0636  USGS QUAD   -  NORRIS (1990)
 GB0636
 GB0636                         *CURRENT SURVEY CONTROL
 GB0636  ___________________________________________________________________
 GB0636* NAD 83(1986)-  36 11 37.     (N)    084 04 34.     (W)     SCALED    
 GB0636* NAVD 88     -       348.584  (meters)    1143.65   (feet)  ADJUSTED  
 GB0636  ___________________________________________________________________
 GB0636  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB0636  DYNAMIC HT  -         348.270 (meters)    1142.62  (feet)  COMP
 GB0636  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 GB0636
 GB0636  VERT ORDER  -  SECOND    CLASS 0
 GB0636
 GB0636.The horizontal coordinates were scaled from a topographic map and have
 GB0636.an estimated accuracy of +/- 6 seconds.
 GB0636
 GB0636.The orthometric height was determined by differential leveling
 GB0636.and adjusted by the National Geodetic Survey in June 1991..
 GB0636
 GB0636.The geoid height was determined by GEOID03.
 GB0636
 GB0636.The dynamic height is computed by dividing the NAVD 88
 GB0636.geopotential number by the normal gravity value computed on the
 GB0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0636.degrees latitude (g = 980.6199 gals.).
 GB0636
 GB0636.The modeled gravity was interpolated from observed gravity values.
 GB0636
 GB0636;                    North         East    Units  Estimated Accuracy
 GB0636;SPC TN       -   208,100.      773,020.      MT  (+/- 180 meters Scaled)
 GB0636
 GB0636                          SUPERSEDED SURVEY CONTROL
 GB0636
 GB0636  NGVD 29 (??/??/92)  348.722  (m)         1144.10   (f) ADJ UNCH    2 0
 GB0636
 GB0636.Superseded values are not recommended for survey control.
 GB0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0636.See file dsdata.txt to determine how the superseded data were derived.
 GB0636
 GB0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF629093(NAD 83)
 GB0636_MARKER: DD = SURVEY DISK
 GB0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0636_STAMPING: 554
 GB0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0636+STABILITY: SURFACE MOTION
 GB0636
 GB0636  HISTORY     - Date     Condition        Report By
 GB0636  HISTORY     - UNK      MONUMENTED       TNGS
 GB0636  HISTORY     - 1936     GOOD             NGS
 GB0636
 GB0636                          STATION DESCRIPTION
 GB0636
 GB0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GB0636'AT NORRIS.
 GB0636'AT NORRIS, ANDERSON COUNTY, ON WEST NORRIS ROAD, 0.7 MILE NORTH
 GB0636'OF THE HIGH SCHOOL, NEAR THE END OF HILLTOP LANE, AT THE REAR OF
 GB0636'APARTMENT BUILDING 234, 63 FEET SOUTH OF THE CENTERLINE OF THE
 GB0636'LANE, AND 5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB0636'BUILDING.  A STATE SURVEY STANDARD DISK, STAMPED 554 AND SET IN
 GB0636'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0422 ***********************************************************************
 GC0422  DESIGNATION -  554=1 WA
 GC0422  PID         -  GC0422
 GC0422  STATE/COUNTY-  TN/RUTHERFORD
 GC0422  USGS QUAD   -  LA VERGNE (1983)
 GC0422
 GC0422                         *CURRENT SURVEY CONTROL
 GC0422  ___________________________________________________________________
 GC0422* NAD 83(1986)-  36 01 06.     (N)    086 34 42.     (W)     SCALED    
 GC0422* NAVD 88     -       169.414  (meters)     555.82   (feet)  ADJUSTED  
 GC0422  ___________________________________________________________________
 GC0422  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC0422  DYNAMIC HT  -         169.268 (meters)     555.34  (feet)  COMP
 GC0422  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 GC0422
 GC0422  VERT ORDER  -  FIRST     CLASS II
 GC0422
 GC0422.The horizontal coordinates were scaled from a topographic map and have
 GC0422.an estimated accuracy of +/- 6 seconds.
 GC0422
 GC0422.The orthometric height was determined by differential leveling
 GC0422.and adjusted by the National Geodetic Survey in June 1991..
 GC0422
 GC0422.The geoid height was determined by GEOID03.
 GC0422
 GC0422.The dynamic height is computed by dividing the NAVD 88
 GC0422.geopotential number by the normal gravity value computed on the
 GC0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0422.degrees latitude (g = 980.6199 gals.).
 GC0422
 GC0422.The modeled gravity was interpolated from observed gravity values.
 GC0422
 GC0422;                    North         East    Units  Estimated Accuracy
 GC0422;SPC TN       -   187,100.      547,870.      MT  (+/- 180 meters Scaled)
 GC0422
 GC0422                          SUPERSEDED SURVEY CONTROL
 GC0422
 GC0422  NGVD 29 (??/??/92)  169.435  (m)          555.89   (f) ADJ UNCH    1 2
 GC0422
 GC0422.Superseded values are not recommended for survey control.
 GC0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0422.See file dsdata.txt to determine how the superseded data were derived.
 GC0422
 GC0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE379860(NAD 83)
 GC0422_MARKER: DD = SURVEY DISK
 GC0422_SETTING: 66 = SET IN ROCK OUTCROP
 GC0422_SP_SET: ROCK OUTCROP
 GC0422_STAMPING: 1 WA 1929
 GC0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0422+STABILITY: POSITION/ELEVATION WELL
 GC0422
 GC0422  HISTORY     - Date     Condition        Report By
 GC0422  HISTORY     - 1929     MONUMENTED       USGS
 GC0422  HISTORY     - 1949     GOOD             NGS
 GC0422
 GC0422                          STATION DESCRIPTION
 GC0422
 GC0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0422'AT LA VERGNE.
 GC0422'AT LA VERGNE, ABOUT 0.1 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA
 GC0422'AND ST. LOUIS RAILWAY FROM THE STATION, 98 FEET EAST OF THE
 GC0422'NORTHEAST CORNER OF THE RAILWAY OVERPASS OVER U.S. HIGHWAY 70S,
 GC0422'29 FEET EAST-SOUTHEAST OF POLE NO. 15/29, 26 FEET NORTH OF THE
 GC0422'NORTH RAIL OF THE MAIN TRACK, 3 1/2 FEET SOUTH OF THE R/W FENCE
 GC0422'LINE, ABOUT 6 FEET BELOW THE TRACK AND SET IN THE TOP OF AN
 GC0422'OVAL SHAPED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0419 ***********************************************************************
 GC0419  DESIGNATION -  554.61
 GC0419  PID         -  GC0419
 GC0419  STATE/COUNTY-  TN/RUTHERFORD
 GC0419  USGS QUAD   -  LA VERGNE (1983)
 GC0419
 GC0419                         *CURRENT SURVEY CONTROL
 GC0419  ___________________________________________________________________
 GC0419* NAD 83(1986)-  36 01 19.     (N)    086 35 32.     (W)     SCALED    
 GC0419* NAVD 88     -       169.584  (meters)     556.38   (feet)  ADJUSTED  
 GC0419  ___________________________________________________________________
 GC0419  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0419  DYNAMIC HT  -         169.438 (meters)     555.90  (feet)  COMP
 GC0419  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 GC0419
 GC0419  VERT ORDER  -  FIRST     CLASS II
 GC0419
 GC0419.The horizontal coordinates were scaled from a topographic map and have
 GC0419.an estimated accuracy of +/- 6 seconds.
 GC0419
 GC0419.The orthometric height was determined by differential leveling
 GC0419.and adjusted by the National Geodetic Survey in June 1991..
 GC0419
 GC0419.The geoid height was determined by GEOID03.
 GC0419
 GC0419.The dynamic height is computed by dividing the NAVD 88
 GC0419.geopotential number by the normal gravity value computed on the
 GC0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0419.degrees latitude (g = 980.6199 gals.).
 GC0419
 GC0419.The modeled gravity was interpolated from observed gravity values.
 GC0419
 GC0419;                    North         East    Units  Estimated Accuracy
 GC0419;SPC TN       -   187,510.      546,620.      MT  (+/- 180 meters Scaled)
 GC0419
 GC0419                          SUPERSEDED SURVEY CONTROL
 GC0419
 GC0419  NGVD 29 (??/??/92)  169.605  (m)          556.45   (f) ADJ UNCH    1 2
 GC0419
 GC0419.Superseded values are not recommended for survey control.
 GC0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0419.See file dsdata.txt to determine how the superseded data were derived.
 GC0419
 GC0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE367864(NAD 83)
 GC0419_MARKER: Q = CHISELED SQUARE
 GC0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0419_SP_SET: BRIDGE
 GC0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0419
 GC0419  HISTORY     - Date     Condition        Report By
 GC0419  HISTORY     - UNK      MONUMENTED       DOD
 GC0419  HISTORY     - 1949     GOOD             NGS
 GC0419
 GC0419                          STATION DESCRIPTION
 GC0419
 GC0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0419'0.8 MI W FROM LA VERGNE.
 GC0419'0.75 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0419'RAILWAY FROM THE STATION AT LA VERGNE, A CHISELED SQUARE ON THE
 GC0419'TOP OF THE NORTH END OF THE WEST ABUTMENT OF RAILROAD BRIDGE
 GC0419'NO. 15.0 OVER HURRICANE CREEK, 6 FEET NORTH OF THE NORTH RAIL,
 GC0419'54 FEET SOUTHEAST OF THE RUTHERFORD-DAVIDSON COUNTY LINE POST
 GC0419'AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1352 ***********************************************************************
 FD1352  DESIGNATION -  558 RESET
 FD1352  PID         -  FD1352
 FD1352  STATE/COUNTY-  TN/LAWRENCE
 FD1352  USGS QUAD   -  ST JOSEPH (1976)
 FD1352
 FD1352                         *CURRENT SURVEY CONTROL
 FD1352  ___________________________________________________________________
 FD1352* NAD 83(1986)-  35 01 22.     (N)    087 34 46.     (W)     SCALED    
 FD1352* NAVD 88     -       172.521  (meters)     566.01   (feet)  ADJUSTED  
 FD1352  ___________________________________________________________________
 FD1352  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FD1352  DYNAMIC HT  -         172.359 (meters)     565.48  (feet)  COMP
 FD1352  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FD1352
 FD1352  VERT ORDER  -  FIRST     CLASS II
 FD1352
 FD1352.The horizontal coordinates were scaled from a topographic map and have
 FD1352.an estimated accuracy of +/- 6 seconds.
 FD1352
 FD1352.The orthometric height was determined by differential leveling
 FD1352.and adjusted by the National Geodetic Survey in June 1991..
 FD1352
 FD1352.The geoid height was determined by GEOID03.
 FD1352
 FD1352.The dynamic height is computed by dividing the NAVD 88
 FD1352.geopotential number by the normal gravity value computed on the
 FD1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1352.degrees latitude (g = 980.6199 gals.).
 FD1352
 FD1352.The modeled gravity was interpolated from observed gravity values.
 FD1352
 FD1352;                    North         East    Units  Estimated Accuracy
 FD1352;SPC TN       -    77,660.      455,860.      MT  (+/- 180 meters Scaled)
 FD1352
 FD1352                          SUPERSEDED SURVEY CONTROL
 FD1352
 FD1352.No superseded survey control is available for this station.
 FD1352
 FD1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD471757(NAD 83)
 FD1352_MARKER: DD = SURVEY DISK
 FD1352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1352_SP_SET: ABUTMENT
 FD1352_STAMPING: 558 NASHVILLE 1903 RESET 1955
 FD1352_MARK LOGO: TVA   
 FD1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1352+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD1352
 FD1352  HISTORY     - Date     Condition        Report By
 FD1352  HISTORY     - 1955     MONUMENTED       TVA
 FD1352  HISTORY     - 1983     GOOD             NGS
 FD1352  HISTORY     - 20020520 GOOD             TNDT
 FD1352
 FD1352                          STATION DESCRIPTION
 FD1352
 FD1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1352'IN IRON CITY.
 FD1352'IN IRON CITY, AT THE ASPHALT HIGHWAY BRIDGE OVER SHOALS CREEK, A TVA
 FD1352'DISK SET IN TOP OF THE SOUTH END OF THE WEST BRIDGE ABUTMENT,
 FD1352'5.2 METERS (17.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE ASPHALT
 FD1352'ROAD, 4.9 METERS (16.0 FT) EAST OF THE APPROXIMATE CENTER OF A GRAVEL
 FD1352'ROAD LEADING SOUTH, AND 0.31 METERS (1.0 FT) SOUTH OF A CONCRETE
 FD1352'BRIDGE BANISTER.
 FD1352'THE MARK IS 0.31 M ABOVE ROAD.
 FD1352
 FD1352                          STATION RECOVERY (2002)
 FD1352
 FD1352'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1352'MARK IS ON EDGE OF BRIDGE RAIL. SET-UP FOR GPS WOULD BE EXTREMELY
 FD1352'DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2591 ***********************************************************************
 AJ2591  DESIGNATION -  56
 AJ2591  PID         -  AJ2591
 AJ2591  STATE/COUNTY-  TN/SHELBY
 AJ2591  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2591
 AJ2591                         *CURRENT SURVEY CONTROL
 AJ2591  ___________________________________________________________________
 AJ2591* NAD 83(1995)-  35 14 02.88363(N)    090 01 19.50725(W)     ADJUSTED  
 AJ2591* NAVD 88     -        72.41   (meters)     237.6    (feet)  LEVELING  
 AJ2591  ___________________________________________________________________
 AJ2591  X           -      -2,010.385 (meters)                     COMP
 AJ2591  Y           -  -5,215,520.954 (meters)                     COMP
 AJ2591  Z           -   3,659,140.335 (meters)                     COMP
 AJ2591  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AJ2591  ELLIP HEIGHT-          45.14  (meters)          (04/26/01) GPS OBS
 AJ2591  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2591
 AJ2591  HORZ ORDER  -  FIRST
 AJ2591  VERT ORDER  -  THIRD ?
 AJ2591  ELLP ORDER  -  FOURTH    CLASS I
 AJ2591
 AJ2591.The horizontal coordinates were established by GPS observations
 AJ2591.and adjusted by the National Geodetic Survey in April 2001..
 AJ2591
 AJ2591.The orthometric height was determined by differential leveling.
 AJ2591.The vertical network tie was performed by a horz. field party for horz.
 AJ2591.obs reductions. Reset procedures were used to establish the elevation.
 AJ2591
 AJ2591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2591
 AJ2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2591
 AJ2591.The ellipsoidal height was determined by GPS observations
 AJ2591.and is referenced to NAD 83.
 AJ2591
 AJ2591.The geoid height was determined by GEOID03.
 AJ2591
 AJ2591;                    North         East     Units Scale Factor Converg.
 AJ2591;SPC TN       -   107,466.515   233,982.138   MT  1.00000284   -2 21 16.9
 AJ2591;SPC TN       -   352,579.72    767,656.40   sFT  1.00000284   -2 21 16.9
 AJ2591;UTM  15      - 3,903,073.369   771,004.453   MT  1.00050522   +1 43 08.6
 AJ2591;UTM  16      - 3,903,194.945   224,974.557   MT  1.00053228   -1 44 40.5
 AJ2591
 AJ2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2591!SPC TN       -   0.99999291  x   1.00000284  =   0.99999575
 AJ2591!UTM  15      -   0.99999291  x   1.00050522  =   1.00049813
 AJ2591!UTM  16      -   0.99999291  x   1.00053228  =   1.00052519
 AJ2591
 AJ2591                          SUPERSEDED SURVEY CONTROL
 AJ2591
 AJ2591.No superseded survey control is available for this station.
 AJ2591
 AJ2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7100403073(NAD 83)
 AJ2591_MARKER: DD = SURVEY DISK
 AJ2591_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2591+WITH SETTING: INFORMATION.
 AJ2591_STAMPING: 056
 AJ2591_MARK LOGO: MLGW  
 AJ2591_PROJECTION: FLUSH
 AJ2591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2591+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2591_ROD/PIPE-DEPTH:  0.8 meters
 AJ2591
 AJ2591  HISTORY     - Date     Condition        Report By
 AJ2591  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2591
 AJ2591                          STATION DESCRIPTION
 AJ2591
 AJ2591'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2591'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2591'APPROXIMATELY 1.00 MILE (1.61 KM) WEST OF FIRESTONE CITY PARK IN THE
 AJ2591'FRAYSER COMMUNITY.
 AJ2591'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WATKINS STREET AND
 AJ2591'THOMAS STREET (HWY 51) , PROCEED NORTHWEST ON NORTH WATKINS STREET
 AJ2591'(GREAT RIVER ROAD) APPROXIMATELY 0.11 MILES (0.18 KM) TO MILLINGTON
 AJ2591'ROAD.  TURN LEFT AND GO SOUTHWEST ON MILLINGTON ROAD APPROXIMATELY
 AJ2591'0.50 MILES (0.80 KM) TO LYNN MANOR DRIVE, (PRIVATE DRIVE) .  THE
 AJ2591'STATION IS ON THE RIGHT.
 AJ2591'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2591'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2591'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 379.00 FEET (115.52 M)
 AJ2591'NORTH OF THE CENTERLINE OF LYNN MANOR DRIVE, 167.00 FEET (50.90 M)
 AJ2591'SOUTH OF THE CENTERLINE OF A CONCRETE BRIDGE, BRIDGE NO. 79-5095-0.39,
 AJ2591'ON MILLINGTON ROAD, 21.00 FEET (6.40 M) WEST OF THE CENTERLINE OF
 AJ2591'MILLINGTON ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1889 ***********************************************************************
 GB1889  DESIGNATION -  56 1
 GB1889  PID         -  GB1889
 GB1889  STATE/COUNTY-  TN/JACKSON
 GB1889  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1889
 GB1889                         *CURRENT SURVEY CONTROL
 GB1889  ___________________________________________________________________
 GB1889* NAD 83(1986)-  36 14 52.     (N)    085 36 51.     (W)     SCALED    
 GB1889* NAVD 88     -       309.493  (meters)    1015.39   (feet)  ADJUSTED  
 GB1889  ___________________________________________________________________
 GB1889  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB1889  DYNAMIC HT  -         309.217 (meters)    1014.49  (feet)  COMP
 GB1889  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GB1889
 GB1889  VERT ORDER  -  SECOND    CLASS 0
 GB1889
 GB1889.The horizontal coordinates were scaled from a topographic map and have
 GB1889.an estimated accuracy of +/- 6 seconds.
 GB1889
 GB1889.The orthometric height was determined by differential leveling
 GB1889.and adjusted by the National Geodetic Survey in June 1991..
 GB1889
 GB1889.The geoid height was determined by GEOID03.
 GB1889
 GB1889.The dynamic height is computed by dividing the NAVD 88
 GB1889.geopotential number by the normal gravity value computed on the
 GB1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1889.degrees latitude (g = 980.6199 gals.).
 GB1889
 GB1889.The modeled gravity was interpolated from observed gravity values.
 GB1889
 GB1889;                    North         East    Units  Estimated Accuracy
 GB1889;SPC TN       -   212,480.      634,680.      MT  (+/- 180 meters Scaled)
 GB1889
 GB1889                          SUPERSEDED SURVEY CONTROL
 GB1889
 GB1889  NGVD 29 (??/??/92)  309.572  (m)         1015.65   (f) ADJ UNCH    2 0
 GB1889
 GB1889.Superseded values are not recommended for survey control.
 GB1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1889.See file dsdata.txt to determine how the superseded data were derived.
 GB1889
 GB1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF245123(NAD 83)
 GB1889_MARKER: DD = SURVEY DISK
 GB1889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1889_SP_SET: CULVERT
 GB1889_STAMPING: 56-1 1966
 GB1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1889
 GB1889  HISTORY     - Date     Condition        Report By
 GB1889  HISTORY     - 1966     MONUMENTED       TNHD
 GB1889
 GB1889                          STATION DESCRIPTION
 GB1889
 GB1889'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1889'8 MI S FROM GAINESBORO.
 GB1889'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1889'GAINESBORO IN GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR
 GB1889'8.7 MILES TO THE MARK ON THE LEFT, AT THE JUNCTION OF OLD
 GB1889'GAINESBORO ROAD, 30 FEET NORTH OF THE APPROXIMATE CENTER OF OLD
 GB1889'GAINESBORO ROAD AND 29 FEET EAST OF THE APPROXIMATE CENTER OF
 GB1889'STATE ROUTE 56.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 0.6
 GB1889'FOOT WEST OF THE EAST END OF THE NORTH HEADWALL OF A 14-INCH METAL
 GB1889'PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1907 ***********************************************************************
 GB1907  DESIGNATION -  56 10
 GB1907  PID         -  GB1907
 GB1907  STATE/COUNTY-  TN/JACKSON
 GB1907  USGS QUAD   -  GAINESBORO (1979)
 GB1907
 GB1907                         *CURRENT SURVEY CONTROL
 GB1907  ___________________________________________________________________
 GB1907* NAD 83(1986)-  36 21 19.     (N)    085 39 31.     (W)     SCALED    
 GB1907* NAVD 88     -       172.189  (meters)     564.92   (feet)  ADJUSTED  
 GB1907  ___________________________________________________________________
 GB1907  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB1907  DYNAMIC HT  -         172.039 (meters)     564.43  (feet)  COMP
 GB1907  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GB1907
 GB1907  VERT ORDER  -  SECOND    CLASS 0
 GB1907
 GB1907.The horizontal coordinates were scaled from a topographic map and have
 GB1907.an estimated accuracy of +/- 6 seconds.
 GB1907
 GB1907.The orthometric height was determined by differential leveling
 GB1907.and adjusted by the National Geodetic Survey in June 1991..
 GB1907
 GB1907.The geoid height was determined by GEOID03.
 GB1907
 GB1907.The dynamic height is computed by dividing the NAVD 88
 GB1907.geopotential number by the normal gravity value computed on the
 GB1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1907.degrees latitude (g = 980.6199 gals.).
 GB1907
 GB1907.The modeled gravity was interpolated from observed gravity values.
 GB1907
 GB1907;                    North         East    Units  Estimated Accuracy
 GB1907;SPC TN       -   224,390.      630,640.      MT  (+/- 180 meters Scaled)
 GB1907
 GB1907                          SUPERSEDED SURVEY CONTROL
 GB1907
 GB1907  NGVD 29 (??/??/92)  172.286  (m)          565.24   (f) ADJ UNCH    2 0
 GB1907
 GB1907.Superseded values are not recommended for survey control.
 GB1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1907.See file dsdata.txt to determine how the superseded data were derived.
 GB1907
 GB1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF203241(NAD 83)
 GB1907_MARKER: DD = SURVEY DISK
 GB1907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1907_SP_SET: RETAINING WALL
 GB1907_STAMPING: 56-10 1966
 GB1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1907
 GB1907  HISTORY     - Date     Condition        Report By
 GB1907  HISTORY     - 1966     MONUMENTED       TNHD
 GB1907
 GB1907                          STATION DESCRIPTION
 GB1907
 GB1907'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1907'AT GAINESBORO.
 GB1907'AT THE JACKSON COUNTY COURTHOUSE IN GAINESBORO, 103 FEET SOUTH OF
 GB1907'THE APPROXIMATE CENTER OF STATE ROUTE 53, 51.4 FEET SOUTHEAST OF
 GB1907'THE NORTHEAST CORNER OF THE COURTHOUSE, 40 FEET NORTHEAST OF THE
 GB1907'SOUTHEAST CORNER OF THE COURTHOUSE AND 31 FEET WEST OF THE
 GB1907'APPROXIMATE CENTER OF STATE ROUTE 56.  THE DISK IS CEMENTED FLUSH
 GB1907'IN A DRILL HOLE IN THE SOUTH RETAINING WALL AT THE EAST ENTRANCE
 GB1907'OF THE COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1890 ***********************************************************************
 GB1890  DESIGNATION -  56 2
 GB1890  PID         -  GB1890
 GB1890  STATE/COUNTY-  TN/JACKSON
 GB1890  USGS QUAD   -  DODSON BRANCH (1968)
 GB1890
 GB1890                         *CURRENT SURVEY CONTROL
 GB1890  ___________________________________________________________________
 GB1890* NAD 83(1986)-  36 15 34.     (N)    085 36 39.     (W)     SCALED    
 GB1890* NAVD 88     -       299.454  (meters)     982.46   (feet)  ADJUSTED  
 GB1890  ___________________________________________________________________
 GB1890  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB1890  DYNAMIC HT  -         299.188 (meters)     981.59  (feet)  COMP
 GB1890  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GB1890
 GB1890  VERT ORDER  -  SECOND    CLASS 0
 GB1890
 GB1890.The horizontal coordinates were scaled from a topographic map and have
 GB1890.an estimated accuracy of +/- 6 seconds.
 GB1890
 GB1890.The orthometric height was determined by differential leveling
 GB1890.and adjusted by the National Geodetic Survey in June 1991..
 GB1890
 GB1890.The geoid height was determined by GEOID03.
 GB1890
 GB1890.The dynamic height is computed by dividing the NAVD 88
 GB1890.geopotential number by the normal gravity value computed on the
 GB1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1890.degrees latitude (g = 980.6199 gals.).
 GB1890
 GB1890.The modeled gravity was interpolated from observed gravity values.
 GB1890
 GB1890;                    North         East    Units  Estimated Accuracy
 GB1890;SPC TN       -   213,770.      634,970.      MT  (+/- 180 meters Scaled)
 GB1890
 GB1890                          SUPERSEDED SURVEY CONTROL
 GB1890
 GB1890  NGVD 29 (??/??/92)  299.534  (m)          982.72   (f) ADJ UNCH    2 0
 GB1890
 GB1890.Superseded values are not recommended for survey control.
 GB1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1890.See file dsdata.txt to determine how the superseded data were derived.
 GB1890
 GB1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF247136(NAD 83)
 GB1890_MARKER: DD = SURVEY DISK
 GB1890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1890_SP_SET: CULVERT
 GB1890_STAMPING: 56-2 1966
 GB1890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1890
 GB1890  HISTORY     - Date     Condition        Report By
 GB1890  HISTORY     - 1966     MONUMENTED       TNHD
 GB1890
 GB1890                          STATION DESCRIPTION
 GB1890
 GB1890'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1890'7 MI S FROM GAINESBORO.
 GB1890'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1890'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 7.8 MILES TO THE
 GB1890'MARK ON THE RIGHT, 110 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GB1890'GRAVELED DRIVE, 32 FEET NORTHEAST OF A GUYED TELEPHONE POLE AND
 GB1890'26 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 56.  THE
 GB1890'DISK IS CEMENTED FLUSH IN A DRILL HOLE 1.2 FEET SOUTH OF THE
 GB1890'NORTH END OF THE WEST HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1896 ***********************************************************************
 GB1896  DESIGNATION -  56 3
 GB1896  PID         -  GB1896
 GB1896  STATE/COUNTY-  TN/JACKSON
 GB1896  USGS QUAD   -  DODSON BRANCH (1968)
 GB1896
 GB1896                         *CURRENT SURVEY CONTROL
 GB1896  ___________________________________________________________________
 GB1896* NAD 83(1986)-  36 16 49.     (N)    085 37 11.     (W)     SCALED    
 GB1896* NAVD 88     -       301.409  (meters)     988.87   (feet)  ADJUSTED  
 GB1896  ___________________________________________________________________
 GB1896  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 GB1896  DYNAMIC HT  -         301.143 (meters)     988.00  (feet)  COMP
 GB1896  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 GB1896
 GB1896  VERT ORDER  -  SECOND    CLASS 0
 GB1896
 GB1896.The horizontal coordinates were scaled from a topographic map and have
 GB1896.an estimated accuracy of +/- 6 seconds.
 GB1896
 GB1896.The orthometric height was determined by differential leveling
 GB1896.and adjusted by the National Geodetic Survey in June 1991..
 GB1896
 GB1896.The geoid height was determined by GEOID03.
 GB1896
 GB1896.The dynamic height is computed by dividing the NAVD 88
 GB1896.geopotential number by the normal gravity value computed on the
 GB1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1896.degrees latitude (g = 980.6199 gals.).
 GB1896
 GB1896.The modeled gravity was interpolated from observed gravity values.
 GB1896
 GB1896;                    North         East    Units  Estimated Accuracy
 GB1896;SPC TN       -   216,080.      634,170.      MT  (+/- 180 meters Scaled)
 GB1896
 GB1896                          SUPERSEDED SURVEY CONTROL
 GB1896
 GB1896  NGVD 29 (??/??/92)  301.492  (m)          989.14   (f) ADJ UNCH    2 0
 GB1896
 GB1896.Superseded values are not recommended for survey control.
 GB1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1896.See file dsdata.txt to determine how the superseded data were derived.
 GB1896
 GB1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF239159(NAD 83)
 GB1896_MARKER: DD = SURVEY DISK
 GB1896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1896_SP_SET: CULVERT
 GB1896_STAMPING: 56-3 1966
 GB1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1896
 GB1896  HISTORY     - Date     Condition        Report By
 GB1896  HISTORY     - 1966     MONUMENTED       TNHD
 GB1896
 GB1896                          STATION DESCRIPTION
 GB1896
 GB1896'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1896'6 MI S FROM GAINESBORO.
 GB1896'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1896'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 6.2 MILES TO A
 GB1896'FRAME HOUSE AND THE MARK ON THE LEFT, 78 FEET NORTH OF THE
 GB1896'APPROXIMATE CENTER OF THE JUNCTION OF OLD GAINESBORO ROAD AND
 GB1896'STATE ROUTE 56, 68 FEET WEST OF A GUYED UTILITY POLE, 35 FEET
 GB1896'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 56 AND 34 FEET
 GB1896'SOUTHWEST OF OLD GAINESBORO ROAD.  THE DISK IS CEMENTED FLUSH IN
 GB1896'A DRILL HOLE 1.2 FEET WEST OF THE EAST END OF THE EAST HEADWALL OF
 GB1896'A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1897 ***********************************************************************
 GB1897  DESIGNATION -  56 4
 GB1897  PID         -  GB1897
 GB1897  STATE/COUNTY-  TN/JACKSON
 GB1897  USGS QUAD   -  GAINESBORO (1979)
 GB1897
 GB1897                         *CURRENT SURVEY CONTROL
 GB1897  ___________________________________________________________________
 GB1897* NAD 83(1986)-  36 17 13.     (N)    085 37 51.     (W)     SCALED    
 GB1897* NAVD 88     -       304.821  (meters)    1000.07   (feet)  ADJUSTED  
 GB1897  ___________________________________________________________________
 GB1897  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB1897  DYNAMIC HT  -         304.553 (meters)     999.19  (feet)  COMP
 GB1897  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 GB1897
 GB1897  VERT ORDER  -  SECOND    CLASS 0
 GB1897
 GB1897.The horizontal coordinates were scaled from a topographic map and have
 GB1897.an estimated accuracy of +/- 6 seconds.
 GB1897
 GB1897.The orthometric height was determined by differential leveling
 GB1897.and adjusted by the National Geodetic Survey in June 1991..
 GB1897
 GB1897.The geoid height was determined by GEOID03.
 GB1897
 GB1897.The dynamic height is computed by dividing the NAVD 88
 GB1897.geopotential number by the normal gravity value computed on the
 GB1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1897.degrees latitude (g = 980.6199 gals.).
 GB1897
 GB1897.The modeled gravity was interpolated from observed gravity values.
 GB1897
 GB1897;                    North         East    Units  Estimated Accuracy
 GB1897;SPC TN       -   216,820.      633,160.      MT  (+/- 180 meters Scaled)
 GB1897
 GB1897                          SUPERSEDED SURVEY CONTROL
 GB1897
 GB1897  NGVD 29 (??/??/92)  304.905  (m)         1000.34   (f) ADJ UNCH    2 0
 GB1897
 GB1897.Superseded values are not recommended for survey control.
 GB1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1897.See file dsdata.txt to determine how the superseded data were derived.
 GB1897
 GB1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF229166(NAD 83)
 GB1897_MARKER: DD = SURVEY DISK
 GB1897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1897_SP_SET: CULVERT
 GB1897_STAMPING: 56-4 1966
 GB1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1897
 GB1897  HISTORY     - Date     Condition        Report By
 GB1897  HISTORY     - 1966     MONUMENTED       TNHD
 GB1897
 GB1897                          STATION DESCRIPTION
 GB1897
 GB1897'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1897'5.5 MI S FROM GAINESBORO.
 GB1897'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1897'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 5.4 MILES TO A WHITE
 GB1897'FRAME HOUSE AND THE MARK ON THE RIGHT, 40 FEET NORTH OF THE
 GB1897'APPROXIMATE CENTER OF A GRAVELED DRIVE, 32 FEET EAST OF A TELEPHONE
 GB1897'POLE AND 30 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB1897'56.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 1.3 FEET SOUTH OF
 GB1897'THE NORTH END OF THE WEST HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1898 ***********************************************************************
 GB1898  DESIGNATION -  56 5
 GB1898  PID         -  GB1898
 GB1898  STATE/COUNTY-  TN/JACKSON
 GB1898  USGS QUAD   -  GAINESBORO (1979)
 GB1898
 GB1898                         *CURRENT SURVEY CONTROL
 GB1898  ___________________________________________________________________
 GB1898* NAD 83(1986)-  36 17 51.     (N)    085 38 23.     (W)     SCALED    
 GB1898* NAVD 88     -       295.133  (meters)     968.28   (feet)  ADJUSTED  
 GB1898  ___________________________________________________________________
 GB1898  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB1898  DYNAMIC HT  -         294.875 (meters)     967.44  (feet)  COMP
 GB1898  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 GB1898
 GB1898  VERT ORDER  -  SECOND    CLASS 0
 GB1898
 GB1898.The horizontal coordinates were scaled from a topographic map and have
 GB1898.an estimated accuracy of +/- 6 seconds.
 GB1898
 GB1898.The orthometric height was determined by differential leveling
 GB1898.and adjusted by the National Geodetic Survey in June 1991..
 GB1898
 GB1898.The geoid height was determined by GEOID03.
 GB1898
 GB1898.The dynamic height is computed by dividing the NAVD 88
 GB1898.geopotential number by the normal gravity value computed on the
 GB1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1898.degrees latitude (g = 980.6199 gals.).
 GB1898
 GB1898.The modeled gravity was interpolated from observed gravity values.
 GB1898
 GB1898;                    North         East    Units  Estimated Accuracy
 GB1898;SPC TN       -   217,990.      632,360.      MT  (+/- 180 meters Scaled)
 GB1898
 GB1898                          SUPERSEDED SURVEY CONTROL
 GB1898
 GB1898  NGVD 29 (??/??/92)  295.221  (m)          968.57   (f) ADJ UNCH    2 0
 GB1898
 GB1898.Superseded values are not recommended for survey control.
 GB1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1898.See file dsdata.txt to determine how the superseded data were derived.
 GB1898
 GB1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF221178(NAD 83)
 GB1898_MARKER: DD = SURVEY DISK
 GB1898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1898_SP_SET: CULVERT
 GB1898_STAMPING: 56-5 1966
 GB1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1898
 GB1898  HISTORY     - Date     Condition        Report By
 GB1898  HISTORY     - 1966     MONUMENTED       TNHD
 GB1898
 GB1898                          STATION DESCRIPTION
 GB1898
 GB1898'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1898'4.5 MI S FROM GAINESBORO.
 GB1898'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1898'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 4.5 MILES TO THE
 GB1898'MARK ON THE RIGHT, 102 FEET NORTHEAST OF THE NORTHEAST CORNER
 GB1898'OF A CONCRETE BLOCK BUILDING, 63 FEET NORTH OF THE APPROXIMATE
 GB1898'CENTER OF A GRAVELED DRIVE, 58 FEET WEST OF THE APPROXIMATE CENTER
 GB1898'OF STATE ROUTE 56 AND 27 FEET EAST OF A CONCRETE RIGHT-OF-WAY
 GB1898'POST.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 0.9 FOOT SOUTH
 GB1898'OF THE NORTH END OF THE WEST HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1899 ***********************************************************************
 GB1899  DESIGNATION -  56 6
 GB1899  PID         -  GB1899
 GB1899  STATE/COUNTY-  TN/JACKSON
 GB1899  USGS QUAD   -  GAINESBORO (1979)
 GB1899
 GB1899                         *CURRENT SURVEY CONTROL
 GB1899  ___________________________________________________________________
 GB1899* NAD 83(1986)-  36 18 20.     (N)    085 38 33.     (W)     SCALED    
 GB1899* NAVD 88     -       291.205  (meters)     955.40   (feet)  ADJUSTED  
 GB1899  ___________________________________________________________________
 GB1899  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1899  DYNAMIC HT  -         290.951 (meters)     954.56  (feet)  COMP
 GB1899  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 GB1899
 GB1899  VERT ORDER  -  SECOND    CLASS 0
 GB1899
 GB1899.The horizontal coordinates were scaled from a topographic map and have
 GB1899.an estimated accuracy of +/- 6 seconds.
 GB1899
 GB1899.The orthometric height was determined by differential leveling
 GB1899.and adjusted by the National Geodetic Survey in June 1991..
 GB1899
 GB1899.The geoid height was determined by GEOID03.
 GB1899
 GB1899.The dynamic height is computed by dividing the NAVD 88
 GB1899.geopotential number by the normal gravity value computed on the
 GB1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1899.degrees latitude (g = 980.6199 gals.).
 GB1899
 GB1899.The modeled gravity was interpolated from observed gravity values.
 GB1899
 GB1899;                    North         East    Units  Estimated Accuracy
 GB1899;SPC TN       -   218,880.      632,110.      MT  (+/- 180 meters Scaled)
 GB1899
 GB1899                          SUPERSEDED SURVEY CONTROL
 GB1899
 GB1899  NGVD 29 (??/??/92)  291.294  (m)          955.69   (f) ADJ UNCH    2 0
 GB1899
 GB1899.Superseded values are not recommended for survey control.
 GB1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1899.See file dsdata.txt to determine how the superseded data were derived.
 GB1899
 GB1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF218186(NAD 83)
 GB1899_MARKER: DD = SURVEY DISK
 GB1899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1899_SP_SET: CULVERT
 GB1899_STAMPING: 56-6 1966
 GB1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1899
 GB1899  HISTORY     - Date     Condition        Report By
 GB1899  HISTORY     - 1966     MONUMENTED       TNHD
 GB1899
 GB1899                          STATION DESCRIPTION
 GB1899
 GB1899'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1899'4 MI S FROM GAINESBORO.
 GB1899'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1899'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 3.8 MILES TO A
 GB1899'SIDE ROAD ON THE RIGHT AND THE MARK ON THE LEFT, AT A CONCRETE
 GB1899'HILLSIDE DRAIN AND 28 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB1899'STATE ROUTE 56.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 1.1
 GB1899'FEET NORTHEAST OF THE SOUTHWEST END OF A CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1904 ***********************************************************************
 GB1904  DESIGNATION -  56 7
 GB1904  PID         -  GB1904
 GB1904  STATE/COUNTY-  TN/JACKSON
 GB1904  USGS QUAD   -  GAINESBORO (1979)
 GB1904
 GB1904                         *CURRENT SURVEY CONTROL
 GB1904  ___________________________________________________________________
 GB1904* NAD 83(1986)-  36 19 00.     (N)    085 39 09.     (W)     SCALED    
 GB1904* NAVD 88     -       206.318  (meters)     676.89   (feet)  ADJUSTED  
 GB1904  ___________________________________________________________________
 GB1904  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB1904  DYNAMIC HT  -         206.138 (meters)     676.30  (feet)  COMP
 GB1904  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 GB1904
 GB1904  VERT ORDER  -  SECOND    CLASS 0
 GB1904
 GB1904.The horizontal coordinates were scaled from a topographic map and have
 GB1904.an estimated accuracy of +/- 6 seconds.
 GB1904
 GB1904.The orthometric height was determined by differential leveling
 GB1904.and adjusted by the National Geodetic Survey in June 1991..
 GB1904
 GB1904.The geoid height was determined by GEOID03.
 GB1904
 GB1904.The dynamic height is computed by dividing the NAVD 88
 GB1904.geopotential number by the normal gravity value computed on the
 GB1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1904.degrees latitude (g = 980.6199 gals.).
 GB1904
 GB1904.The modeled gravity was interpolated from observed gravity values.
 GB1904
 GB1904;                    North         East    Units  Estimated Accuracy
 GB1904;SPC TN       -   220,110.      631,210.      MT  (+/- 180 meters Scaled)
 GB1904
 GB1904                          SUPERSEDED SURVEY CONTROL
 GB1904
 GB1904  NGVD 29 (??/??/92)  206.406  (m)          677.18   (f) ADJ UNCH    2 0
 GB1904
 GB1904.Superseded values are not recommended for survey control.
 GB1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1904.See file dsdata.txt to determine how the superseded data were derived.
 GB1904
 GB1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF209199(NAD 83)
 GB1904_MARKER: DD = SURVEY DISK
 GB1904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1904_SP_SET: CULVERT
 GB1904_STAMPING: 56-7 1966
 GB1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1904
 GB1904  HISTORY     - Date     Condition        Report By
 GB1904  HISTORY     - 1966     MONUMENTED       TNHD
 GB1904
 GB1904                          STATION DESCRIPTION
 GB1904
 GB1904'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1904'3 MI S FROM GAINESBORO.
 GB1904'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1904'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 2.8 MILES TO THE
 GB1904'MARK ON THE LEFT, 27 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB1904'GRAVELED DRIVE AND 26 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB1904'ROUTE 56.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 0.6 FOOT
 GB1904'NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A 5-FOOT BOX
 GB1904'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1905 ***********************************************************************
 GB1905  DESIGNATION -  56 8
 GB1905  PID         -  GB1905
 GB1905  STATE/COUNTY-  TN/JACKSON
 GB1905  USGS QUAD   -  GAINESBORO (1979)
 GB1905
 GB1905                         *CURRENT SURVEY CONTROL
 GB1905  ___________________________________________________________________
 GB1905* NAD 83(1986)-  36 19 57.     (N)    085 39 30.     (W)     SCALED    
 GB1905* NAVD 88     -       179.859  (meters)     590.09   (feet)  ADJUSTED  
 GB1905  ___________________________________________________________________
 GB1905  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 GB1905  DYNAMIC HT  -         179.703 (meters)     589.58  (feet)  COMP
 GB1905  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 GB1905
 GB1905  VERT ORDER  -  SECOND    CLASS 0
 GB1905
 GB1905.The horizontal coordinates were scaled from a topographic map and have
 GB1905.an estimated accuracy of +/- 6 seconds.
 GB1905
 GB1905.The orthometric height was determined by differential leveling
 GB1905.and adjusted by the National Geodetic Survey in June 1991..
 GB1905
 GB1905.The geoid height was determined by GEOID03.
 GB1905
 GB1905.The dynamic height is computed by dividing the NAVD 88
 GB1905.geopotential number by the normal gravity value computed on the
 GB1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1905.degrees latitude (g = 980.6199 gals.).
 GB1905
 GB1905.The modeled gravity was interpolated from observed gravity values.
 GB1905
 GB1905;                    North         East    Units  Estimated Accuracy
 GB1905;SPC TN       -   221,860.      630,680.      MT  (+/- 180 meters Scaled)
 GB1905
 GB1905                          SUPERSEDED SURVEY CONTROL
 GB1905
 GB1905  NGVD 29 (??/??/92)  179.953  (m)          590.40   (f) ADJ UNCH    2 0
 GB1905
 GB1905.Superseded values are not recommended for survey control.
 GB1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1905.See file dsdata.txt to determine how the superseded data were derived.
 GB1905
 GB1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF204216(NAD 83)
 GB1905_MARKER: DD = SURVEY DISK
 GB1905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1905_SP_SET: CULVERT
 GB1905_STAMPING: 56-8 1966
 GB1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1905
 GB1905  HISTORY     - Date     Condition        Report By
 GB1905  HISTORY     - 1966     MONUMENTED       TNHD
 GB1905
 GB1905                          STATION DESCRIPTION
 GB1905
 GB1905'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1905'2 MI S FROM GAINESBORO.
 GB1905'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1905'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 1.7 MILES TO THE
 GB1905'MARK ON THE LEFT, 123 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB1905'GRAVELED DRIVE AND 34 FEET EAST OF THE APPROXIMATE CENTER OF
 GB1905'STATE ROUTE 56.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE 0.8
 GB1905'FOOT NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A 36-INCH
 GB1905'METAL PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1906 ***********************************************************************
 GB1906  DESIGNATION -  56 9
 GB1906  PID         -  GB1906
 GB1906  STATE/COUNTY-  TN/JACKSON
 GB1906  USGS QUAD   -  GAINESBORO (1979)
 GB1906
 GB1906                         *CURRENT SURVEY CONTROL
 GB1906  ___________________________________________________________________
 GB1906* NAD 83(1986)-  36 20 58.     (N)    085 39 30.     (W)     SCALED    
 GB1906* NAVD 88     -       165.480  (meters)     542.91   (feet)  ADJUSTED  
 GB1906  ___________________________________________________________________
 GB1906  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB1906  DYNAMIC HT  -         165.336 (meters)     542.44  (feet)  COMP
 GB1906  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 GB1906
 GB1906  VERT ORDER  -  SECOND    CLASS 0
 GB1906
 GB1906.The horizontal coordinates were scaled from a topographic map and have
 GB1906.an estimated accuracy of +/- 6 seconds.
 GB1906
 GB1906.The orthometric height was determined by differential leveling
 GB1906.and adjusted by the National Geodetic Survey in June 1991..
 GB1906
 GB1906.The geoid height was determined by GEOID03.
 GB1906
 GB1906.The dynamic height is computed by dividing the NAVD 88
 GB1906.geopotential number by the normal gravity value computed on the
 GB1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1906.degrees latitude (g = 980.6199 gals.).
 GB1906
 GB1906.The modeled gravity was interpolated from observed gravity values.
 GB1906
 GB1906;                    North         East    Units  Estimated Accuracy
 GB1906;SPC TN       -   223,740.      630,670.      MT  (+/- 180 meters Scaled)
 GB1906
 GB1906                          SUPERSEDED SURVEY CONTROL
 GB1906
 GB1906  NGVD 29 (??/??/92)  165.576  (m)          543.23   (f) ADJ UNCH    2 0
 GB1906
 GB1906.Superseded values are not recommended for survey control.
 GB1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1906.See file dsdata.txt to determine how the superseded data were derived.
 GB1906
 GB1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF203235(NAD 83)
 GB1906_MARKER: DD = SURVEY DISK
 GB1906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1906_SP_SET: BRIDGE
 GB1906_STAMPING: 56-9 1966
 GB1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1906
 GB1906  HISTORY     - Date     Condition        Report By
 GB1906  HISTORY     - 1966     MONUMENTED       TNHD
 GB1906
 GB1906                          STATION DESCRIPTION
 GB1906
 GB1906'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1906'AT GAINESBORO.
 GB1906'FROM THE SOUTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1906'GAINESBORO, GO SOUTHERLY ON STATE ROUTE 56 FOR 0.4 MILE TO A
 GB1906'CONCRETE BRIDGE, JUST SOUTH OF THE GAINESBORO ELEMENTARY SCHOOL,
 GB1906'AND THE MARK ON THE RIGHT, 46 FEET SOUTH OF A GUYED GUY POLE AND
 GB1906'25 FEET WEST OF THE APPROIXMATE CENTER OF STATE ROUTE 56.  THE
 GB1906'DISK IS CEMENTED FLUSH IN A DRILL HOLE 1.2 FEET NORTH OF THE
 GB1906'SOUTH END OF THE WEST HEADWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0535 ***********************************************************************
 GC0535  DESIGNATION -  56 EOM RESET
 GC0535  PID         -  GC0535
 GC0535  STATE/COUNTY-  TN/ROBERTSON
 GC0535  USGS QUAD   -  WHITE HOUSE (1981)
 GC0535
 GC0535                         *CURRENT SURVEY CONTROL
 GC0535  ___________________________________________________________________
 GC0535* NAD 83(1986)-  36 27 14.     (N)    086 41 32.     (W)     SCALED    
 GC0535* NAVD 88     -       259.585  (meters)     851.66   (feet)  ADJUSTED  
 GC0535  ___________________________________________________________________
 GC0535  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC0535  DYNAMIC HT  -         259.365 (meters)     850.93  (feet)  COMP
 GC0535  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GC0535
 GC0535  VERT ORDER  -  SECOND    CLASS 0
 GC0535
 GC0535.The horizontal coordinates were scaled from a topographic map and have
 GC0535.an estimated accuracy of +/- 6 seconds.
 GC0535
 GC0535.The orthometric height was determined by differential leveling
 GC0535.and adjusted by the National Geodetic Survey in June 1991..
 GC0535
 GC0535.The geoid height was determined by GEOID03.
 GC0535
 GC0535.The dynamic height is computed by dividing the NAVD 88
 GC0535.geopotential number by the normal gravity value computed on the
 GC0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0535.degrees latitude (g = 980.6199 gals.).
 GC0535
 GC0535.The modeled gravity was interpolated from observed gravity values.
 GC0535
 GC0535;                    North         East    Units  Estimated Accuracy
 GC0535;SPC TN       -   235,500.      537,950.      MT  (+/- 180 meters Scaled)
 GC0535
 GC0535                          SUPERSEDED SURVEY CONTROL
 GC0535
 GC0535  NGVD 29 (??/??/92)  259.645  (m)          851.85   (f) ADJ UNCH    2 0
 GC0535
 GC0535.Superseded values are not recommended for survey control.
 GC0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0535.See file dsdata.txt to determine how the superseded data were derived.
 GC0535
 GC0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF275343(NAD 83)
 GC0535_MARKER: DD = SURVEY DISK
 GC0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0535_STAMPING: RESET 852 56EOM 1950
 GC0535_MARK LOGO: USGS  
 GC0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0535+STABILITY: SURFACE MOTION
 GC0535
 GC0535  HISTORY     - Date     Condition        Report By
 GC0535  HISTORY     - 1950     MONUMENTED       USGS
 GC0535  HISTORY     - 1960     GOOD             NGS
 GC0535
 GC0535                          STATION DESCRIPTION
 GC0535
 GC0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0535'3.2 MI SW FROM WHITE HOUSE.
 GC0535'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY 31
 GC0535'W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0535'THENCE 1.0 MILE SOUTH ON A GRAVELED ROAD TO A T JUNCTION, 21 FT.
 GC0535'NORTHWEST OF THE CENTER OF THE T JUNCTION, 1 FT. WEST OF A 12
 GC0535'INCH CORNER POST, AND 1 FT. NORTHEAST OF A WITNESS SIGN, A DISK
 GC0535'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT
 GC0535'3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0046 ***********************************************************************
 FD0046  DESIGNATION -  560 RESET
 FD0046  PID         -  FD0046
 FD0046  STATE/COUNTY-  TN/RUTHERFORD
 FD0046  USGS QUAD   -  WALTERHILL (1998)
 FD0046
 FD0046                         *CURRENT SURVEY CONTROL
 FD0046  ___________________________________________________________________
 FD0046* NAD 83(1986)-  35 54 58.     (N)    086 28 09.     (W)     SCALED    
 FD0046* NAVD 88     -       172.547  (meters)     566.10   (feet)  ADJUSTED  
 FD0046  ___________________________________________________________________
 FD0046  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0046  DYNAMIC HT  -         172.398 (meters)     565.61  (feet)  COMP
 FD0046  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 FD0046
 FD0046  VERT ORDER  -  FIRST     CLASS II
 FD0046
 FD0046.The horizontal coordinates were scaled from a topographic map and have
 FD0046.an estimated accuracy of +/- 6 seconds.
 FD0046
 FD0046.The orthometric height was determined by differential leveling
 FD0046.and adjusted by the National Geodetic Survey in June 1991..
 FD0046
 FD0046.The geoid height was determined by GEOID03.
 FD0046
 FD0046.The dynamic height is computed by dividing the NAVD 88
 FD0046.geopotential number by the normal gravity value computed on the
 FD0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0046.degrees latitude (g = 980.6199 gals.).
 FD0046
 FD0046.The modeled gravity was interpolated from observed gravity values.
 FD0046
 FD0046;                    North         East    Units  Estimated Accuracy
 FD0046;SPC TN       -   175,710.      557,660.      MT  (+/- 180 meters Scaled)
 FD0046
 FD0046                          SUPERSEDED SURVEY CONTROL
 FD0046
 FD0046  NGVD 29 (??/??/92)  172.564  (m)          566.15   (f) ADJ UNCH    1 2
 FD0046
 FD0046.Superseded values are not recommended for survey control.
 FD0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0046.See file dsdata.txt to determine how the superseded data were derived.
 FD0046
 FD0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE478747(NAD 83)
 FD0046_MARKER: DD = SURVEY DISK
 FD0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0046_STAMPING: 560
 FD0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0046+STABILITY: SURFACE MOTION
 FD0046
 FD0046  HISTORY     - Date     Condition        Report By
 FD0046  HISTORY     - UNK      MONUMENTED       USGS
 FD0046  HISTORY     - 1949     GOOD             NGS
 FD0046  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0046
 FD0046                          STATION DESCRIPTION
 FD0046
 FD0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0046'5.7 MI SE FROM SMYRNA.
 FD0046'5.0 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0046'LOUIS RAILWAY FROM THE STATION AT SMYRNA, THENCE ABOUT 0.7 MILE
 FD0046'SOUTH ALONG A GRAVEL ROAD, AT THE SKY HARBOR AIRPORT, SET AT THE
 FD0046'NORTHWEST CORNER OF THE HANGAR, 9 1/2 FEET WEST-SOUTHWEST OF THE
 FD0046'NORTHWEST CORNER OF THE HANGAR, 5 FEET WEST OF THE WEST FACE OF THE
 FD0046'HANGAR AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 FD0046'GROUND.
 FD0046
 FD0046                          STATION RECOVERY (2001)
 FD0046
 FD0046'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 FD0046'MARK WAS LOCATED AT AN AIRPORT WHICH NO LONGER EXISTS. ALL EVIDENCE OF
 FD0046'AIRFIELD AND ASSOCIATED STRUCTURES HAS BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0052 ***********************************************************************
 FD0052  DESIGNATION -  563
 FD0052  PID         -  FD0052
 FD0052  STATE/COUNTY-  TN/RUTHERFORD
 FD0052  USGS QUAD   -  WALTERHILL (1998)
 FD0052
 FD0052                         *CURRENT SURVEY CONTROL
 FD0052  ___________________________________________________________________
 FD0052* NAD 83(1986)-  35 52 57.     (N)    086 25 56.     (W)     SCALED    
 FD0052* NAVD 88     -       171.804  (meters)     563.66   (feet)  ADJUSTED  
 FD0052  ___________________________________________________________________
 FD0052  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0052  DYNAMIC HT  -         171.654 (meters)     563.17  (feet)  COMP
 FD0052  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 FD0052
 FD0052  VERT ORDER  -  FIRST     CLASS II
 FD0052
 FD0052.The horizontal coordinates were scaled from a topographic map and have
 FD0052.an estimated accuracy of +/- 6 seconds.
 FD0052
 FD0052.The orthometric height was determined by differential leveling
 FD0052.and adjusted by the National Geodetic Survey in June 1991..
 FD0052
 FD0052.The geoid height was determined by GEOID03.
 FD0052
 FD0052.The dynamic height is computed by dividing the NAVD 88
 FD0052.geopotential number by the normal gravity value computed on the
 FD0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0052.degrees latitude (g = 980.6199 gals.).
 FD0052
 FD0052.The modeled gravity was interpolated from observed gravity values.
 FD0052
 FD0052;                    North         East    Units  Estimated Accuracy
 FD0052;SPC TN       -   171,970.      560,970.      MT  (+/- 180 meters Scaled)
 FD0052
 FD0052                          SUPERSEDED SURVEY CONTROL
 FD0052
 FD0052  NGVD 29 (??/??/92)  171.818  (m)          563.71   (f) ADJ UNCH    1 2
 FD0052
 FD0052.Superseded values are not recommended for survey control.
 FD0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0052.See file dsdata.txt to determine how the superseded data were derived.
 FD0052
 FD0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE512710(NAD 83)
 FD0052_MARKER: DB = BENCH MARK DISK
 FD0052_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FD0052_SP_SET: STONE GATE POST
 FD0052_STAMPING: 563
 FD0052_MARK LOGO: USGS  
 FD0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0052
 FD0052  HISTORY     - Date     Condition        Report By
 FD0052  HISTORY     - UNK      MONUMENTED       USGS
 FD0052  HISTORY     - 1949     GOOD             NGS
 FD0052  HISTORY     - 1971     GOOD             LOCENG
 FD0052  HISTORY     - 19930624 GOOD             WOOLPT
 FD0052
 FD0052                          STATION DESCRIPTION
 FD0052
 FD0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0052'3.2 MI NW FROM MURFREESBORO.
 FD0052'3.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0052'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, 313 FEET SOUTHEAST
 FD0052'OF A ROAD CROSSING, 303 FEET SOUTHEAST OF THE NORTH CORNER OF THE
 FD0052'STONE RIVER NATIONAL CEMETERY, AT A SMALL GATE IN STONE CEMETERY
 FD0052'FENCE, SET IN THE TOP OF THE SOUTHEAST STONE GATE POST AND ABOUT
 FD0052'35 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 FD0052
 FD0052                          STATION RECOVERY (1971)
 FD0052
 FD0052'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 FD0052'RECOVERED IN GOOD CONDITION.
 FD0052
 FD0052                          STATION RECOVERY (1993)
 FD0052
 FD0052'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MS)
 FD0052'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0471 ***********************************************************************
 GC0471  DESIGNATION -  569.3
 GC0471  PID         -  GC0471
 GC0471  STATE/COUNTY-  TN/DAVIDSON
 GC0471  USGS QUAD   -  BELLEVUE (1983)
 GC0471
 GC0471                         *CURRENT SURVEY CONTROL
 GC0471  ___________________________________________________________________
 GC0471* NAD 83(1986)-  36 04 21.     (N)    086 57 13.     (W)     SCALED    
 GC0471* NAVD 88     -       173.184  (meters)     568.19   (feet)  ADJUSTED  
 GC0471  ___________________________________________________________________
 GC0471  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC0471  DYNAMIC HT  -         173.033 (meters)     567.69  (feet)  COMP
 GC0471  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 GC0471
 GC0471  VERT ORDER  -  FIRST     CLASS II
 GC0471
 GC0471.The horizontal coordinates were scaled from a topographic map and have
 GC0471.an estimated accuracy of +/- 6 seconds.
 GC0471
 GC0471.The orthometric height was determined by differential leveling
 GC0471.and adjusted by the National Geodetic Survey in June 1991..
 GC0471
 GC0471.The geoid height was determined by GEOID03.
 GC0471
 GC0471.The dynamic height is computed by dividing the NAVD 88
 GC0471.geopotential number by the normal gravity value computed on the
 GC0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0471.degrees latitude (g = 980.6199 gals.).
 GC0471
 GC0471.The modeled gravity was interpolated from observed gravity values.
 GC0471
 GC0471;                    North         East    Units  Estimated Accuracy
 GC0471;SPC TN       -   193,380.      514,100.      MT  (+/- 180 meters Scaled)
 GC0471
 GC0471                          SUPERSEDED SURVEY CONTROL
 GC0471
 GC0471  NGVD 29 (??/??/92)  173.205  (m)          568.26   (f) ADJ UNCH    1 2
 GC0471
 GC0471.Superseded values are not recommended for survey control.
 GC0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0471.See file dsdata.txt to determine how the superseded data were derived.
 GC0471
 GC0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE041919(NAD 83)
 GC0471_MARKER: Q = CHISELED SQUARE
 GC0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0471_SP_SET: BRIDGE
 GC0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0471
 GC0471  HISTORY     - Date     Condition        Report By
 GC0471  HISTORY     - UNK      MONUMENTED       USGS
 GC0471  HISTORY     - 1948     GOOD             NGS
 GC0471
 GC0471                          STATION DESCRIPTION
 GC0471
 GC0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0471'1 MI W FROM BELLEVUE.
 GC0471'1.0 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0471'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, AT BRIDGE NO. 13.4
 GC0471'OVER HARPETH RIVER, ON THE NORTH END OF THE SOUTHEAST CONCRETE
 GC0471'WING WALL OF THE BRIDGE, 4 FEET SOUTH OF THE SOUTH RAIL, 0.3
 GC0471'FOOT NORTH OF THE NUMBER 6 IN INSCRIBED GROUP OF NUMBERS 4 - 1916,
 GC0471'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2592 ***********************************************************************
 AJ2592  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ2592  DESIGNATION -  57
 AJ2592  PID         -  AJ2592
 AJ2592  STATE/COUNTY-  TN/SHELBY
 AJ2592  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2592
 AJ2592                         *CURRENT SURVEY CONTROL
 AJ2592  ___________________________________________________________________
 AJ2592* NAD 83(1995)-  35 14 27.29822(N)    089 59 36.18643(W)     ADJUSTED  
 AJ2592* NAVD 88     -        91.85   (meters)     301.3    (feet)  GPS OBS   
 AJ2592  ___________________________________________________________________
 AJ2592  X           -         602.091 (meters)                     COMP
 AJ2592  Y           -  -5,215,103.033 (meters)                     COMP
 AJ2592  Z           -   3,659,766.077 (meters)                     COMP
 AJ2592  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AJ2592  ELLIP HEIGHT-          64.54  (meters)          (05/31/05) GPS OBS
 AJ2592  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2592
 AJ2592  HORZ ORDER  -  FIRST
 AJ2592  ELLP ORDER  -  FOURTH    CLASS II
 AJ2592
 AJ2592.The horizontal coordinates were established by GPS observations
 AJ2592.and adjusted by the National Geodetic Survey in April 2001..
 AJ2592
 AJ2592.The orthometric height was determined by GPS observations and a
 AJ2592.high-resolution geoid model using precise GPS observation and
 AJ2592.processing techniques. It supersedes the leveled height previously
 AJ2592.determined for this station.
 AJ2592
 AJ2592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2592
 AJ2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2592
 AJ2592.The ellipsoidal height was determined by GPS observations
 AJ2592.and is referenced to NAD 83.
 AJ2592
 AJ2592.The geoid height was determined by GEOID03.
 AJ2592
 AJ2592;                    North         East     Units Scale Factor Converg.
 AJ2592;SPC TN       -   108,111.347   236,623.154   MT  1.00000162   -2 20 16.4
 AJ2592;SPC TN       -   354,695.31    776,321.13   sFT  1.00000162   -2 20 16.4
 AJ2592;UTM  16      - 3,903,868.200   227,609.933   MT  1.00051450   -1 43 41.9
 AJ2592;UTM  15      - 3,903,904.617   773,594.311   MT  1.00052260   +1 44 09.4
 AJ2592
 AJ2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2592!SPC TN       -   0.99998987  x   1.00000162  =   0.99999149
 AJ2592!UTM  16      -   0.99998987  x   1.00051450  =   1.00050436
 AJ2592!UTM  15      -   0.99998987  x   1.00052260  =   1.00051246
 AJ2592
 AJ2592                          SUPERSEDED SURVEY CONTROL
 AJ2592
 AJ2592  ELLIP H (04/26/01)   64.59   (m)                       GP(       ) 4 1
 AJ2592  NAVD 88 (03/28/02)   91.87   (m)          301.4    (f) LEVELING    3  
 AJ2592
 AJ2592.Superseded values are not recommended for survey control.
 AJ2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2592.See file dsdata.txt to determine how the superseded data were derived.
 AJ2592
 AJ2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2761003868(NAD 83)
 AJ2592_MARKER: DD = SURVEY DISK
 AJ2592_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2592+WITH SETTING: INFORMATION.
 AJ2592_STAMPING: 057
 AJ2592_MARK LOGO: MLGW  
 AJ2592_PROJECTION: FLUSH
 AJ2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2592+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 AJ2592_ROD/PIPE-DEPTH: 0.8  meters
 AJ2592
 AJ2592  HISTORY     - Date     Condition        Report By
 AJ2592  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2592  HISTORY     - 20030416 GOOD             USACE
 AJ2592  HISTORY     - 20030702 GOOD             EMCINC
 AJ2592
 AJ2592                          STATION DESCRIPTION
 AJ2592
 AJ2592'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2592'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2592'APPROXIMATELY 0.85 MILES (1.37 KM) WEST OF DAVY CROCKETT CITY PARK IN
 AJ2592'THE FRAYSER COMMUNITY.
 AJ2592'TO REACH THE STATION FROM THE INTERSECTION OF OVERTON CROSSING ROAD
 AJ2592'AND ST.  ELMO STREET, PROCEED NORTH OF OVERTON CROSSING ROAD FOR
 AJ2592'APPROXIMATELY 0.50 MILES (0.80 KM) TO DURHAM DRIVE.  THE STATION IS ON
 AJ2592'THE LEFT.
 AJ2592'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2592'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2592'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 325.30 FEET (99.15 M)
 AJ2592'NORTH OF THE CENTERLINE OF DURHAM ROAD, 121.30 FEET (36.97 M) SOUTH OF
 AJ2592'A SOUTH CENTRAL BELL POLE, 31.60 FEET (9.63 M) WEST OF THE CENTERLINE
 AJ2592'OF OVERTON CROSSING ROAD, 10.80 FEET (3.29 M) NORTH OF A WOOD POWER
 AJ2592'POLE NO.  32291, 1.50 FEET (0.46 M) WEST OF THE WEST CURBLINE OF
 AJ2592'OVERTON CROSSING ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2592'GROUND.
 AJ2592
 AJ2592                          STATION RECOVERY (2003)
 AJ2592
 AJ2592'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 AJ2592'RECOVERED IN GOOD CONDITION.
 AJ2592
 AJ2592                          STATION RECOVERY (2003)
 AJ2592
 AJ2592'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 AJ2592'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0056 ***********************************************************************
 FD0056  DESIGNATION -  581
 FD0056  PID         -  FD0056
 FD0056  STATE/COUNTY-  TN/RUTHERFORD
 FD0056  USGS QUAD   -  MURFREESBORO (1983)
 FD0056
 FD0056                         *CURRENT SURVEY CONTROL
 FD0056  ___________________________________________________________________
 FD0056* NAD 83(1986)-  35 50 47.     (N)    086 24 03.     (W)     SCALED    
 FD0056* NAVD 88     -       177.767  (meters)     583.22   (feet)  ADJUSTED  
 FD0056  ___________________________________________________________________
 FD0056  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0056  DYNAMIC HT  -         177.611 (meters)     582.71  (feet)  COMP
 FD0056  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 FD0056
 FD0056  VERT ORDER  -  FIRST     CLASS II
 FD0056
 FD0056.The horizontal coordinates were scaled from a topographic map and have
 FD0056.an estimated accuracy of +/- 6 seconds.
 FD0056
 FD0056.The orthometric height was determined by differential leveling
 FD0056.and adjusted by the National Geodetic Survey in June 1991..
 FD0056
 FD0056.The geoid height was determined by GEOID03.
 FD0056
 FD0056.The dynamic height is computed by dividing the NAVD 88
 FD0056.geopotential number by the normal gravity value computed on the
 FD0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0056.degrees latitude (g = 980.6199 gals.).
 FD0056
 FD0056.The modeled gravity was interpolated from observed gravity values.
 FD0056
 FD0056;                    North         East    Units  Estimated Accuracy
 FD0056;SPC TN       -   167,950.      563,790.      MT  (+/- 180 meters Scaled)
 FD0056
 FD0056                          SUPERSEDED SURVEY CONTROL
 FD0056
 FD0056  NGVD 29 (??/??/92)  177.778  (m)          583.26   (f) ADJ UNCH    1 2
 FD0056
 FD0056.Superseded values are not recommended for survey control.
 FD0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0056.See file dsdata.txt to determine how the superseded data were derived.
 FD0056
 FD0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE541670(NAD 83)
 FD0056_MARKER: DD = SURVEY DISK
 FD0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0056_SP_SET: PLATFORM
 FD0056_STAMPING: 581 1906
 FD0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0056+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 FD0056
 FD0056  HISTORY     - Date     Condition        Report By
 FD0056  HISTORY     - 1906     MONUMENTED       USGS
 FD0056  HISTORY     - 1949     GOOD             NGS
 FD0056  HISTORY     - 20041206 GOOD             TVA
 FD0056
 FD0056                          STATION DESCRIPTION
 FD0056
 FD0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0056'AT MURFREESBORO.
 FD0056'AT MURFREESBORO, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 FD0056'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 11.8 FEET
 FD0056'SOUTHEAST OF THE WEST CORNER OF THE STATION AND 3.6 FEET ABOVE THE
 FD0056'CONCRETE PLATFORM.
 FD0056
 FD0056                          STATION RECOVERY (2004)
 FD0056
 FD0056'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 FD0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1746 ***********************************************************************
 GB1746  DESIGNATION -  581
 GB1746  PID         -  GB1746
 GB1746  STATE/COUNTY-  TN/SMITH
 GB1746  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1746
 GB1746                         *CURRENT SURVEY CONTROL
 GB1746  ___________________________________________________________________
 GB1746* NAD 83(1986)-  36 07 38.     (N)    085 49 59.     (W)     SCALED    
 GB1746* NAVD 88     -       176.535  (meters)     579.18   (feet)  ADJUSTED  
 GB1746  ___________________________________________________________________
 GB1746  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1746  DYNAMIC HT  -         176.381 (meters)     578.68  (feet)  COMP
 GB1746  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 GB1746
 GB1746  VERT ORDER  -  SECOND    CLASS 0
 GB1746
 GB1746.The horizontal coordinates were scaled from a topographic map and have
 GB1746.an estimated accuracy of +/- 6 seconds.
 GB1746
 GB1746.The orthometric height was determined by differential leveling
 GB1746.and adjusted by the National Geodetic Survey in June 1991..
 GB1746
 GB1746.The geoid height was determined by GEOID03.
 GB1746
 GB1746.The dynamic height is computed by dividing the NAVD 88
 GB1746.geopotential number by the normal gravity value computed on the
 GB1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1746.degrees latitude (g = 980.6199 gals.).
 GB1746
 GB1746.The modeled gravity was interpolated from observed gravity values.
 GB1746
 GB1746;                    North         East    Units  Estimated Accuracy
 GB1746;SPC TN       -   199,040.      615,030.      MT  (+/- 180 meters Scaled)
 GB1746
 GB1746                          SUPERSEDED SURVEY CONTROL
 GB1746
 GB1746  NGVD 29 (??/??/92)  176.601  (m)          579.40   (f) ADJ UNCH    2 0
 GB1746
 GB1746.Superseded values are not recommended for survey control.
 GB1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1746.See file dsdata.txt to determine how the superseded data were derived.
 GB1746
 GB1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE050986(NAD 83)
 GB1746_MARKER: Q = CHISELED SQUARE
 GB1746_SETTING: 66 = SET IN ROCK OUTCROP
 GB1746_SP_SET: ROCK OUTCROP
 GB1746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1746+STABILITY: POSITION/ELEVATION WELL
 GB1746
 GB1746  HISTORY     - Date     Condition        Report By
 GB1746  HISTORY     - UNK      MONUMENTED       USGS
 GB1746  HISTORY     - 1935     GOOD             NGS
 GB1746  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1746
 GB1746                          STATION DESCRIPTION
 GB1746
 GB1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1746'1.7 MI E FROM LANCASTER.
 GB1746'1.7 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1746'STATION AT LANCASTER, SMITH COUNTY, 25 FEET SOUTHEAST OF THE EAST
 GB1746'END OF A WALL 250 FEET LONG AND 40 FEET HIGH, 16 FEET SOUTH OF THE
 GB1746'SOUTH RAIL, ON THE TOP OF THE WEST END OF A LIMESTONE OUTCROP,
 GB1746'AND 4 FEET HIGHER THAN THE RAIL.  A CHISELED SQUARE.
 GB1746
 GB1746                          STATION RECOVERY (1960)
 GB1746
 GB1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1321 ***********************************************************************
 FC1321  DESIGNATION -  583.14
 FC1321  PID         -  FC1321
 FC1321  STATE/COUNTY-  TN/MARION
 FC1321  USGS QUAD   -  ORME (1974)
 FC1321
 FC1321                         *CURRENT SURVEY CONTROL
 FC1321  ___________________________________________________________________
 FC1321* NAD 83(1986)-  35 07 04.     (N)    085 45 32.     (W)     SCALED    
 FC1321* NAVD 88     -       197.160  (meters)     646.85   (feet)  ADJUSTED  
 FC1321  ___________________________________________________________________
 FC1321  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FC1321  DYNAMIC HT  -         196.968 (meters)     646.22  (feet)  COMP
 FC1321  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 FC1321
 FC1321  VERT ORDER  -  SECOND    CLASS 0
 FC1321
 FC1321.The horizontal coordinates were scaled from a topographic map and have
 FC1321.an estimated accuracy of +/- 6 seconds.
 FC1321
 FC1321.The orthometric height was determined by differential leveling
 FC1321.and adjusted by the National Geodetic Survey in June 1991..
 FC1321
 FC1321.The geoid height was determined by GEOID03.
 FC1321
 FC1321.The dynamic height is computed by dividing the NAVD 88
 FC1321.geopotential number by the normal gravity value computed on the
 FC1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1321.degrees latitude (g = 980.6199 gals.).
 FC1321
 FC1321.The modeled gravity was interpolated from observed gravity values.
 FC1321
 FC1321;                    North         East    Units  Estimated Accuracy
 FC1321;SPC TN       -    87,060.      621,980.      MT  (+/- 180 meters Scaled)
 FC1321
 FC1321                          SUPERSEDED SURVEY CONTROL
 FC1321
 FC1321  NGVD 29 (??/??/92)  197.159  (m)          646.85   (f) ADJ UNCH    2 0
 FC1321
 FC1321.Superseded values are not recommended for survey control.
 FC1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1321.See file dsdata.txt to determine how the superseded data were derived.
 FC1321
 FC1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD130868(NAD 83)
 FC1321_MARKER: DD = SURVEY DISK
 FC1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1321_STAMPING: 583.14
 FC1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1321+STABILITY: SURFACE MOTION
 FC1321
 FC1321  HISTORY     - Date     Condition        Report By
 FC1321  HISTORY     - UNK      MONUMENTED       TNGS
 FC1321  HISTORY     - 1962     GOOD             NGS
 FC1321
 FC1321                          STATION DESCRIPTION
 FC1321
 FC1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1321'11 MI SE FROM MONTEAGLE.
 FC1321'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1321'ON U.S. HIGHWAYS 41-64 FOR 11.0 MILES TO THE MARK SET 0.5 MILE
 FC1321'SOUTHEAST OF LOIS CHAPEL CHURCH, 56.5 FEET SOUTHEAST OF THE
 FC1321'CENTER OF A GATE, 41.9 FEET NORTHEAST OF THE CENTER OF U.S.
 FC1321'HIGHWAYS 41-64, 12.6 FEET NORTH OF A TELEPHONE POLE, AND 2.5
 FC1321'FEET WEST OF A FENCE AND 1.2 FEET NORTHEAST OF A METAL WITNESS
 FC1321'SIGN.  A TENNESSEE DIVISION OF GEOLOGY DISK SET IN THE TOP OF A
 FC1321'CONCRETE POST, FLUSH, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1327 ***********************************************************************
 FC1327  DESIGNATION -  583.16
 FC1327  PID         -  FC1327
 FC1327  STATE/COUNTY-  TN/MARION
 FC1327  USGS QUAD   -  MONTEAGLE (1982)
 FC1327
 FC1327                         *CURRENT SURVEY CONTROL
 FC1327  ___________________________________________________________________
 FC1327* NAD 83(1986)-  35 07 53.     (N)    085 46 15.     (W)     SCALED    
 FC1327* NAVD 88     -       196.048  (meters)     643.20   (feet)  ADJUSTED  
 FC1327  ___________________________________________________________________
 FC1327  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1327  DYNAMIC HT  -         195.857 (meters)     642.57  (feet)  COMP
 FC1327  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 FC1327
 FC1327  VERT ORDER  -  SECOND    CLASS 0
 FC1327
 FC1327.The horizontal coordinates were scaled from a topographic map and have
 FC1327.an estimated accuracy of +/- 6 seconds.
 FC1327
 FC1327.The orthometric height was determined by differential leveling
 FC1327.and adjusted by the National Geodetic Survey in June 1991..
 FC1327
 FC1327.The geoid height was determined by GEOID03.
 FC1327
 FC1327.The dynamic height is computed by dividing the NAVD 88
 FC1327.geopotential number by the normal gravity value computed on the
 FC1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1327.degrees latitude (g = 980.6199 gals.).
 FC1327
 FC1327.The modeled gravity was interpolated from observed gravity values.
 FC1327
 FC1327;                    North         East    Units  Estimated Accuracy
 FC1327;SPC TN       -    88,570.      620,890.      MT  (+/- 180 meters Scaled)
 FC1327
 FC1327                          SUPERSEDED SURVEY CONTROL
 FC1327
 FC1327  NGVD 29 (??/??/92)  196.046  (m)          643.19   (f) ADJ UNCH    2 0
 FC1327
 FC1327.Superseded values are not recommended for survey control.
 FC1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1327.See file dsdata.txt to determine how the superseded data were derived.
 FC1327
 FC1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD119883(NAD 83)
 FC1327_MARKER: DD = SURVEY DISK
 FC1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1327_STAMPING: 583.6
 FC1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1327+STABILITY: SURFACE MOTION
 FC1327
 FC1327  HISTORY     - Date     Condition        Report By
 FC1327  HISTORY     - UNK      MONUMENTED       TNGS
 FC1327  HISTORY     - 1962     GOOD             NGS
 FC1327
 FC1327                          STATION DESCRIPTION
 FC1327
 FC1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1327'9.8 MI SE FROM MONTEAGLE.
 FC1327'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1327'ON U.S. HIGHWAYS 41-64 FOR 9.75 MILES TO THE MARK, 291 FEET
 FC1327'NORTH OF THE NORTHEAST CORNER OF A HOUSE, 57.7 FEET WEST OF
 FC1327'THE CENTER OF U.S. HIGHWAY 41-64, 51.6 FEET SOUTHWEST OF A
 FC1327'TELEPHONE POLE, 21.0 FEET WEST OF A FENCE, AND 1.0 FEET EAST OF
 FC1327'A METAL WITNESS POST.  A TENNESSEE DIVISION OF GEOLOGY DISK SET
 FC1327'IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT LEVEL WITH THE
 FC1327'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1301 ***********************************************************************
 FC1301  DESIGNATION -  5835
 FC1301  PID         -  FC1301
 FC1301  STATE/COUNTY-  TN/MARION
 FC1301  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1301
 FC1301                         *CURRENT SURVEY CONTROL
 FC1301  ___________________________________________________________________
 FC1301* NAD 83(1986)-  35 02 57.     (N)    085 41 58.     (W)     SCALED    
 FC1301* NAVD 88     -       202.719  (meters)     665.09   (feet)  ADJUSTED  
 FC1301  ___________________________________________________________________
 FC1301  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FC1301  DYNAMIC HT  -         202.521 (meters)     664.44  (feet)  COMP
 FC1301  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FC1301
 FC1301  VERT ORDER  -  SECOND    CLASS 0
 FC1301
 FC1301.The horizontal coordinates were scaled from a topographic map and have
 FC1301.an estimated accuracy of +/- 6 seconds.
 FC1301
 FC1301.The orthometric height was determined by differential leveling
 FC1301.and adjusted by the National Geodetic Survey in June 1991..
 FC1301
 FC1301.The geoid height was determined by GEOID03.
 FC1301
 FC1301.The dynamic height is computed by dividing the NAVD 88
 FC1301.geopotential number by the normal gravity value computed on the
 FC1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1301.degrees latitude (g = 980.6199 gals.).
 FC1301
 FC1301.The modeled gravity was interpolated from observed gravity values.
 FC1301
 FC1301;                    North         East    Units  Estimated Accuracy
 FC1301;SPC TN       -    79,470.      627,420.      MT  (+/- 180 meters Scaled)
 FC1301
 FC1301                          SUPERSEDED SURVEY CONTROL
 FC1301
 FC1301  NGVD 29 (??/??/92)  202.724  (m)          665.10   (f) ADJ UNCH    2 0
 FC1301
 FC1301.Superseded values are not recommended for survey control.
 FC1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1301.See file dsdata.txt to determine how the superseded data were derived.
 FC1301
 FC1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD186792(NAD 83)
 FC1301_MARKER: DD = SURVEY DISK
 FC1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1301_STAMPING: 583.5
 FC1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1301+STABILITY: SURFACE MOTION
 FC1301
 FC1301  HISTORY     - Date     Condition        Report By
 FC1301  HISTORY     - UNK      MONUMENTED       TNDG
 FC1301  HISTORY     - 1962     GOOD             NGS
 FC1301
 FC1301                          STATION DESCRIPTION
 FC1301
 FC1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1301'0.8 MI NW FROM DIXIE LEE.
 FC1301'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1301'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1301'41-64 FOR 0.85 MILE TO THE MARK SET AT THE EAST END OF A CUT,
 FC1301'51 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64, 30.5
 FC1301'FEET EAST OF TELEPHONE POLE NUMBER 7, 9 FEET NORTHEAST OF A
 FC1301'FARM ROAD, 5.0 FEET SOUTHWEST OF A FENCE AND 1.0 FEET SOUTHWEST
 FC1301'OF A METAL WITNESS POST.  A TENNESSEE DIVISION OF GEOLOGY DISK
 FC1301'SET IN THE TOP OF A CONCRETE POST PROJECTING ONE INCH AND ABOUT
 FC1301'8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1303 ***********************************************************************
 FC1303  DESIGNATION -  5836
 FC1303  PID         -  FC1303
 FC1303  STATE/COUNTY-  TN/MARION
 FC1303  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1303
 FC1303                         *CURRENT SURVEY CONTROL
 FC1303  ___________________________________________________________________
 FC1303* NAD 83(1986)-  35 03 08.     (N)    085 42 25.     (W)     SCALED    
 FC1303* NAVD 88     -       189.382  (meters)     621.33   (feet)  ADJUSTED  
 FC1303  ___________________________________________________________________
 FC1303  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1303  DYNAMIC HT  -         189.197 (meters)     620.72  (feet)  COMP
 FC1303  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 FC1303
 FC1303  VERT ORDER  -  SECOND    CLASS 0
 FC1303
 FC1303.The horizontal coordinates were scaled from a topographic map and have
 FC1303.an estimated accuracy of +/- 6 seconds.
 FC1303
 FC1303.The orthometric height was determined by differential leveling
 FC1303.and adjusted by the National Geodetic Survey in June 1991..
 FC1303
 FC1303.The geoid height was determined by GEOID03.
 FC1303
 FC1303.The dynamic height is computed by dividing the NAVD 88
 FC1303.geopotential number by the normal gravity value computed on the
 FC1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1303.degrees latitude (g = 980.6199 gals.).
 FC1303
 FC1303.The modeled gravity was interpolated from observed gravity values.
 FC1303
 FC1303;                    North         East    Units  Estimated Accuracy
 FC1303;SPC TN       -    79,800.      626,740.      MT  (+/- 180 meters Scaled)
 FC1303
 FC1303                          SUPERSEDED SURVEY CONTROL
 FC1303
 FC1303  NGVD 29 (??/??/92)  189.388  (m)          621.35   (f) ADJ UNCH    2 0
 FC1303
 FC1303.Superseded values are not recommended for survey control.
 FC1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1303.See file dsdata.txt to determine how the superseded data were derived.
 FC1303
 FC1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD179795(NAD 83)
 FC1303_MARKER: DD = SURVEY DISK
 FC1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1303_STAMPING: 583.6
 FC1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1303+STABILITY: SURFACE MOTION
 FC1303
 FC1303  HISTORY     - Date     Condition        Report By
 FC1303  HISTORY     - UNK      MONUMENTED       TNDG
 FC1303  HISTORY     - 1962     GOOD             NGS
 FC1303
 FC1303                          STATION DESCRIPTION
 FC1303
 FC1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1303'1.4 MI NW FROM DIXIE LEE.
 FC1303'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1303'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1303'41-64 FOR 1.35 MILES TO THE MARK SET AT A 10 FOOT OFF SET IN
 FC1303'THE RIGHT-OF-WAY FENCE, 36 FEET SOUTH OF THE CENTER OF U.S.
 FC1303'HIGHWAYS 41-64, 3.9 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2.5
 FC1303'FEET SOUTHWEST OF A POWER LINE POLE AND 1.5 FEET NORTH OF A
 FC1303'METAL WITNESS POST.  A TENNESSEE DIVISION OF GEOLOGY DISK SET
 FC1303'IN THE TOP OF A CONCRETE POST ONE INCH BELOW THE GROUND AND
 FC1303'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1310 ***********************************************************************
 FC1310  DESIGNATION -  5838
 FC1310  PID         -  FC1310
 FC1310  STATE/COUNTY-  TN/MARION
 FC1310  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1310
 FC1310                         *CURRENT SURVEY CONTROL
 FC1310  ___________________________________________________________________
 FC1310* NAD 83(1986)-  35 04 18.     (N)    085 43 59.     (W)     SCALED    
 FC1310* NAVD 88     -       196.376  (meters)     644.28   (feet)  ADJUSTED  
 FC1310  ___________________________________________________________________
 FC1310  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FC1310  DYNAMIC HT  -         196.185 (meters)     643.65  (feet)  COMP
 FC1310  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 FC1310
 FC1310  VERT ORDER  -  SECOND    CLASS 0
 FC1310
 FC1310.The horizontal coordinates were scaled from a topographic map and have
 FC1310.an estimated accuracy of +/- 6 seconds.
 FC1310
 FC1310.The orthometric height was determined by differential leveling
 FC1310.and adjusted by the National Geodetic Survey in June 1991..
 FC1310
 FC1310.The geoid height was determined by GEOID03.
 FC1310
 FC1310.The dynamic height is computed by dividing the NAVD 88
 FC1310.geopotential number by the normal gravity value computed on the
 FC1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1310.degrees latitude (g = 980.6199 gals.).
 FC1310
 FC1310.The modeled gravity was interpolated from observed gravity values.
 FC1310
 FC1310;                    North         East    Units  Estimated Accuracy
 FC1310;SPC TN       -    81,950.      624,350.      MT  (+/- 180 meters Scaled)
 FC1310
 FC1310                          SUPERSEDED SURVEY CONTROL
 FC1310
 FC1310  NGVD 29 (??/??/92)  196.381  (m)          644.29   (f) ADJ UNCH    2 0
 FC1310
 FC1310.Superseded values are not recommended for survey control.
 FC1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1310.See file dsdata.txt to determine how the superseded data were derived.
 FC1310
 FC1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD155817(NAD 83)
 FC1310_MARKER: DD = SURVEY DISK
 FC1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1310_STAMPING: 583.8
 FC1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1310+STABILITY: SURFACE MOTION
 FC1310
 FC1310  HISTORY     - Date     Condition        Report By
 FC1310  HISTORY     - UNK      MONUMENTED       TNDG
 FC1310  HISTORY     - 1962     GOOD             NGS
 FC1310
 FC1310                          STATION DESCRIPTION
 FC1310
 FC1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1310'3.4 MI NW FROM DIXIE LEE.
 FC1310'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1310'IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS 41-64 FOR 3.45
 FC1310'MILES TO THE MARK SET 0.1 MILE NORTHWEST OF A BLACKTOP ROAD
 FC1310'LEADING WEST, 78.3 FEET SOUTHEAST OF C.R. ELLEMANS MAILBOX,
 FC1310'49.6 FEET SOUTHEAST OF A TELEPHONE POLE, 37 FEET SOUTHWEST OF
 FC1310'THE CENTER OF U.S. HIGHWAYS 41-64, 2.7 FEET NORTHEAST OF THE
 FC1310'HIGHWAY RIGHT-OF-WAY FENCE LINE, AND 1.1 FEET SOUTHEAST OF
 FC1310'A METAL WITNESS POST.  A TENNESSEE DIVISION OF GEOLOGY DISK
 FC1310'SET IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT 1 FOOT
 FC1310'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1313 ***********************************************************************
 FC1313  DESIGNATION -  5839
 FC1313  PID         -  FC1313
 FC1313  STATE/COUNTY-  TN/MARION
 FC1313  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1313
 FC1313                         *CURRENT SURVEY CONTROL
 FC1313  ___________________________________________________________________
 FC1313* NAD 83(1986)-  35 04 59.     (N)    085 44 11.     (W)     SCALED    
 FC1313* NAVD 88     -       200.175  (meters)     656.74   (feet)  ADJUSTED  
 FC1313  ___________________________________________________________________
 FC1313  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1313  DYNAMIC HT  -         199.981 (meters)     656.10  (feet)  COMP
 FC1313  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 FC1313
 FC1313  VERT ORDER  -  SECOND    CLASS 0
 FC1313
 FC1313.The horizontal coordinates were scaled from a topographic map and have
 FC1313.an estimated accuracy of +/- 6 seconds.
 FC1313
 FC1313.The orthometric height was determined by differential leveling
 FC1313.and adjusted by the National Geodetic Survey in June 1991..
 FC1313
 FC1313.The geoid height was determined by GEOID03.
 FC1313
 FC1313.The dynamic height is computed by dividing the NAVD 88
 FC1313.geopotential number by the normal gravity value computed on the
 FC1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1313.degrees latitude (g = 980.6199 gals.).
 FC1313
 FC1313.The modeled gravity was interpolated from observed gravity values.
 FC1313
 FC1313;                    North         East    Units  Estimated Accuracy
 FC1313;SPC TN       -    83,220.      624,040.      MT  (+/- 180 meters Scaled)
 FC1313
 FC1313                          SUPERSEDED SURVEY CONTROL
 FC1313
 FC1313  NGVD 29 (??/??/92)  200.177  (m)          656.75   (f) ADJ UNCH    2 0
 FC1313
 FC1313.Superseded values are not recommended for survey control.
 FC1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1313.See file dsdata.txt to determine how the superseded data were derived.
 FC1313
 FC1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD151829(NAD 83)
 FC1313_MARKER: DD = SURVEY DISK
 FC1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1313_STAMPING: 583.9
 FC1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1313+STABILITY: SURFACE MOTION
 FC1313
 FC1313  HISTORY     - Date     Condition        Report By
 FC1313  HISTORY     - UNK      MONUMENTED       TNDG
 FC1313  HISTORY     - 1962     GOOD             NGS
 FC1313
 FC1313                          STATION DESCRIPTION
 FC1313
 FC1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1313'4.4 MI NW FROM DIXIE LEE.
 FC1313'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1313'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1313'41-64 FOR 4.35 MILES TO THE MARK SET 0.2 MILE NORTH OF THE
 FC1313'BATTLE CREEK BAPTIST CHURCH, 148 FEET NORTH OF A TELEPHONE
 FC1313'POLE, 78 FEET SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 41-64
 FC1313'AND A PRIVATE DRIVEWAY, 39 FEET WEST OF THE CENTER OF THE
 FC1313'HIGHWAY, 2.3 FEET EAST OF A WIRE FENCE, AND 1.4 FEET EAST OF
 FC1313'A METAL WITNESS SIGN.  A TENNESSEE DIVISION OF GEOLOGY DISK
 FC1313'SET IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT LEVEL WITH
 FC1313'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1764 ***********************************************************************
 GB1764  DESIGNATION -  584
 GB1764  PID         -  GB1764
 GB1764  STATE/COUNTY-  TN/PUTNAM
 GB1764  USGS QUAD   -  CENTER HILL DAM (1986)
 GB1764
 GB1764                         *CURRENT SURVEY CONTROL
 GB1764  ___________________________________________________________________
 GB1764* NAD 83(1986)-  36 07 18.     (N)    085 46 43.     (W)     SCALED    
 GB1764* NAVD 88     -       177.399  (meters)     582.02   (feet)  ADJUSTED  
 GB1764  ___________________________________________________________________
 GB1764  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1764  DYNAMIC HT  -         177.244 (meters)     581.51  (feet)  COMP
 GB1764  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 GB1764
 GB1764  VERT ORDER  -  SECOND    CLASS 0
 GB1764
 GB1764.The horizontal coordinates were scaled from a topographic map and have
 GB1764.an estimated accuracy of +/- 6 seconds.
 GB1764
 GB1764.The orthometric height was determined by differential leveling
 GB1764.and adjusted by the National Geodetic Survey in June 1991..
 GB1764
 GB1764.The geoid height was determined by GEOID03.
 GB1764
 GB1764.The dynamic height is computed by dividing the NAVD 88
 GB1764.geopotential number by the normal gravity value computed on the
 GB1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1764.degrees latitude (g = 980.6199 gals.).
 GB1764
 GB1764.The modeled gravity was interpolated from observed gravity values.
 GB1764
 GB1764;                    North         East    Units  Estimated Accuracy
 GB1764;SPC TN       -   198,440.      619,930.      MT  (+/- 180 meters Scaled)
 GB1764
 GB1764                          SUPERSEDED SURVEY CONTROL
 GB1764
 GB1764  NGVD 29 (??/??/92)  177.469  (m)          582.25   (f) ADJ UNCH    2 0
 GB1764
 GB1764.Superseded values are not recommended for survey control.
 GB1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1764.See file dsdata.txt to determine how the superseded data were derived.
 GB1764
 GB1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE099981(NAD 83)
 GB1764_MARKER: Q = CHISELED SQUARE
 GB1764_SETTING: 66 = SET IN ROCK OUTCROP
 GB1764_SP_SET: ROCK OUTCROP
 GB1764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1764+STABILITY: POSITION/ELEVATION WELL
 GB1764
 GB1764  HISTORY     - Date     Condition        Report By
 GB1764  HISTORY     - UNK      MONUMENTED       USGS
 GB1764  HISTORY     - 1935     GOOD             NGS
 GB1764
 GB1764                          STATION DESCRIPTION
 GB1764
 GB1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB1764'1.3 MI SE FROM BUFFALO VALLEY.
 GB1764'1.3 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GB1764'THE STATION AT BUFFALO VALLEY, PUTNAM COUNTY, 58 FEET WEST OF THE
 GB1764'INTERSECTION OF THE NORTH RAIL AND THE CENTERLINE OF A DIRT
 GB1764'ROAD, 9 FEET NORTH OF THE NORTH RAIL, ON THE TOP OF A LIMESTONE
 GB1764'OUTCROP, AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0414 ***********************************************************************
 GC0414  DESIGNATION -  589
 GC0414  PID         -  GC0414
 GC0414  STATE/COUNTY-  TN/DAVIDSON
 GC0414  USGS QUAD   -  ANTIOCH (1983)
 GC0414
 GC0414                         *CURRENT SURVEY CONTROL
 GC0414  ___________________________________________________________________
 GC0414* NAD 83(1986)-  36 02 25.     (N)    086 37 59.     (W)     SCALED    
 GC0414* NAVD 88     -       179.791  (meters)     589.86   (feet)  ADJUSTED  
 GC0414  ___________________________________________________________________
 GC0414  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0414  DYNAMIC HT  -         179.637 (meters)     589.36  (feet)  COMP
 GC0414  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC0414
 GC0414  VERT ORDER  -  FIRST     CLASS II
 GC0414
 GC0414.The horizontal coordinates were scaled from a topographic map and have
 GC0414.an estimated accuracy of +/- 6 seconds.
 GC0414
 GC0414.The orthometric height was determined by differential leveling
 GC0414.and adjusted by the National Geodetic Survey in June 1991..
 GC0414
 GC0414.The geoid height was determined by GEOID03.
 GC0414
 GC0414.The dynamic height is computed by dividing the NAVD 88
 GC0414.geopotential number by the normal gravity value computed on the
 GC0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0414.degrees latitude (g = 980.6199 gals.).
 GC0414
 GC0414.The modeled gravity was interpolated from observed gravity values.
 GC0414
 GC0414;                    North         East    Units  Estimated Accuracy
 GC0414;SPC TN       -   189,570.      542,950.      MT  (+/- 180 meters Scaled)
 GC0414
 GC0414                          SUPERSEDED SURVEY CONTROL
 GC0414
 GC0414  NGVD 29 (??/??/92)  179.810  (m)          589.93   (f) ADJ UNCH    1 2
 GC0414
 GC0414.Superseded values are not recommended for survey control.
 GC0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0414.See file dsdata.txt to determine how the superseded data were derived.
 GC0414
 GC0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE330884(NAD 83)
 GC0414_MARKER: DD = SURVEY DISK
 GC0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0414_SP_SET: BRIDGE
 GC0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0414
 GC0414  HISTORY     - Date     Condition        Report By
 GC0414  HISTORY     - UNK      MONUMENTED       USGS
 GC0414  HISTORY     - 1952     GOOD             NGS
 GC0414
 GC0414                          STATION DESCRIPTION
 GC0414
 GC0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GC0414'3.4 MI NW FROM LA VERGNE.
 GC0414'3.35 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0414'LOUIS RAILWAY FROM THE STATION AT LA VERGNE, RUTHERFORD COUNTY,
 GC0414'0.1 MILE SOUTHEAST OF THE ROAD CROSSING AND OLD STATION SITE
 GC0414'AT MOUNT VIEW, SET IN THE TOP OF THE NORTHEAST END OF THE
 GC0414'SOUTHWEST HEADWALL OF AN 8-FOOT CONCRETE BRIDGE UNDER TRACK,
 GC0414'14 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 6 FEET BELOW
 GC0414'THE TRACK.  MARK IS 2.85 MILES SOUTHEAST OF THE STATION AT
 GC0414'ANTIOCH, DAVIDSON COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2593 ***********************************************************************
 AJ2593  DESIGNATION -  59
 AJ2593  PID         -  AJ2593
 AJ2593  STATE/COUNTY-  TN/SHELBY
 AJ2593  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2593
 AJ2593                         *CURRENT SURVEY CONTROL
 AJ2593  ___________________________________________________________________
 AJ2593* NAD 83(1995)-  35 14 12.13588(N)    089 55 33.27043(W)     ADJUSTED  
 AJ2593* NAVD 88     -        98.64   (meters)     323.6    (feet)  LEVELING  
 AJ2593  ___________________________________________________________________
 AJ2593  X           -       6,744.220 (meters)                     COMP
 AJ2593  Y           -  -5,215,373.882 (meters)                     COMP
 AJ2593  Z           -   3,659,388.354 (meters)                     COMP
 AJ2593  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AJ2593  ELLIP HEIGHT-          71.35  (meters)          (04/26/01) GPS OBS
 AJ2593  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2593
 AJ2593  HORZ ORDER  -  FIRST
 AJ2593  VERT ORDER  -  THIRD ?
 AJ2593  ELLP ORDER  -  FOURTH    CLASS I
 AJ2593
 AJ2593.The horizontal coordinates were established by GPS observations
 AJ2593.and adjusted by the National Geodetic Survey in April 2001..
 AJ2593
 AJ2593.The orthometric height was determined by differential leveling.
 AJ2593.The vertical network tie was performed by a horz. field party for horz.
 AJ2593.obs reductions. Reset procedures were used to establish the elevation.
 AJ2593
 AJ2593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2593
 AJ2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2593
 AJ2593.The ellipsoidal height was determined by GPS observations
 AJ2593.and is referenced to NAD 83.
 AJ2593
 AJ2593.The geoid height was determined by GEOID03.
 AJ2593
 AJ2593;                    North         East     Units Scale Factor Converg.
 AJ2593;SPC TN       -   107,396.027   242,741.111   MT  1.00000237   -2 17 54.2
 AJ2593;SPC TN       -   352,348.47    796,393.13   sFT  1.00000237   -2 17 54.2
 AJ2593;UTM  16      - 3,903,217.674   233,738.166   MT  1.00047380   -1 41 20.8
 AJ2593;UTM  15      - 3,903,625.548   779,750.958   MT  1.00056460   +1 46 29.2
 AJ2593
 AJ2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2593!SPC TN       -   0.99998880  x   1.00000237  =   0.99999117
 AJ2593!UTM  16      -   0.99998880  x   1.00047380  =   1.00046260
 AJ2593!UTM  15      -   0.99998880  x   1.00056460  =   1.00055339
 AJ2593
 AJ2593                          SUPERSEDED SURVEY CONTROL
 AJ2593
 AJ2593.No superseded survey control is available for this station.
 AJ2593
 AJ2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3373803218(NAD 83)
 AJ2593_MARKER: DD = SURVEY DISK
 AJ2593_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2593+WITH SETTING: INFORMATION.
 AJ2593_STAMPING: 059
 AJ2593_MARK LOGO: MLGW  
 AJ2593_PROJECTION: FLUSH
 AJ2593_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2593+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 AJ2593_ROD/PIPE-DEPTH:  0.8 meters
 AJ2593
 AJ2593  HISTORY     - Date     Condition        Report By
 AJ2593  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2593  HISTORY     - 20021218 GOOD             TN1620
 AJ2593
 AJ2593                          STATION DESCRIPTION
 AJ2593
 AJ2593'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2593'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2593'APPROXIMATELY 1.95 MILES (3.14 KM) EAST OF DAVY CROCKETT CITY PARK IN
 AJ2593'THE RALEIGH COMMUNITY.
 AJ2593'TO REACH THE STATION FROM THE INTERSECTION OF ST.  ELMO ROAD AND
 AJ2593'RALEIGH-MILLINGTON ROAD PROCEED NORTH ON RALEIGH-MILLINGTON ROAD
 AJ2593'APPROXIMATELY 0.15 MILES (0.24 KM) TO THE STATION ON THE LEFT.
 AJ2593'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2593'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2593'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 495.00 FEET (150.88 M)
 AJ2593'SOUTH OF THE CENTERLINE OF TESSLAND ROAD, 82.00 FEET (24.99 M)
 AJ2593'SOUTHEAST OF THE SOUTHWEST LEG OF A HIGH RISE POWER LINE TOWER NO.
 AJ2593'2340, 64.50 FEET (19.66 M) WEST OF THE CENTERLINE OF
 AJ2593'RALEIGH-MILLINGTON ROAD, 39.00 FEET (11.89 M) SOUTHWEST OF A WOOD
 AJ2593'POWER POLE NO.  156201, 4.50 FEET (1.37 M) NORTH OF THE NORTH SIDE OF
 AJ2593'A DRIVEWAY APRON PROJECTED.  THE CAP AND CONCRETE ARE SET FLUSH WITH
 AJ2593'THE GROUND.
 AJ2593
 AJ2593                          STATION RECOVERY (2002)
 AJ2593
 AJ2593'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 AJ2593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0177 ***********************************************************************
 GC0177  DESIGNATION -  59 J
 GC0177  PID         -  GC0177
 GC0177  STATE/COUNTY-  TN/SMITH
 GC0177  USGS QUAD   -  ALEXANDRIA (1983)
 GC0177
 GC0177                         *CURRENT SURVEY CONTROL
 GC0177  ___________________________________________________________________
 GC0177* NAD 83(1986)-  36 07 03.     (N)    086 01 40.     (W)     SCALED    
 GC0177* NAVD 88     -       196.183  (meters)     643.64   (feet)  ADJUSTED  
 GC0177  ___________________________________________________________________
 GC0177  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0177  DYNAMIC HT  -         196.013 (meters)     643.09  (feet)  COMP
 GC0177  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GC0177
 GC0177  VERT ORDER  -  SECOND    CLASS 0
 GC0177
 GC0177.The horizontal coordinates were scaled from a topographic map and have
 GC0177.an estimated accuracy of +/- 6 seconds.
 GC0177
 GC0177.The orthometric height was determined by differential leveling
 GC0177.and adjusted by the National Geodetic Survey in June 1991..
 GC0177
 GC0177.The geoid height was determined by GEOID03.
 GC0177
 GC0177.The dynamic height is computed by dividing the NAVD 88
 GC0177.geopotential number by the normal gravity value computed on the
 GC0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0177.degrees latitude (g = 980.6199 gals.).
 GC0177
 GC0177.The modeled gravity was interpolated from observed gravity values.
 GC0177
 GC0177;                    North         East    Units  Estimated Accuracy
 GC0177;SPC TN       -   197,950.      597,500.      MT  (+/- 180 meters Scaled)
 GC0177
 GC0177                          SUPERSEDED SURVEY CONTROL
 GC0177
 GC0177  NGVD 29 (??/??/92)  196.239  (m)          643.83   (f) ADJ UNCH    2 0
 GC0177
 GC0177.Superseded values are not recommended for survey control.
 GC0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0177.See file dsdata.txt to determine how the superseded data were derived.
 GC0177
 GC0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE874974(NAD 83)
 GC0177_MARKER: DD = SURVEY DISK
 GC0177_SETTING: 66 = SET IN ROCK OUTCROP
 GC0177_SP_SET: ROCK LEDGE
 GC0177_STAMPING: 59 J
 GC0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0177+STABILITY: POSITION/ELEVATION WELL
 GC0177
 GC0177  HISTORY     - Date     Condition        Report By
 GC0177  HISTORY     - UNK      MONUMENTED       USGS
 GC0177  HISTORY     - 1937     GOOD             NGS
 GC0177
 GC0177                          STATION DESCRIPTION
 GC0177
 GC0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 GC0177'AT NORTH ALEXANDRIA.
 GC0177'AT NORTH ALEXANDRIA, SMITH COUNTY, 59 YARDS WEST OF THE WEST
 GC0177'END OF THE TENNESSEE CENTRAL RAILWAY STATION, 12 FEET EAST OF
 GC0177'THE CENTERLINE OF STATE HIGHWAY 53, IN THE TOP OF A ROCK LEDGE,
 GC0177'18 FEET NORTH OF THE NORTH RAIL, AND 3 FEET HIGHER THAN THE
 GC0177'RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GC0177'59 J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0470 ***********************************************************************
 FD0470  DESIGNATION -  595
 FD0470  PID         -  FD0470
 FD0470  STATE/COUNTY-  TN/MAURY
 FD0470  USGS QUAD   -  GLENDALE (1981)
 FD0470
 FD0470                         *CURRENT SURVEY CONTROL
 FD0470  ___________________________________________________________________
 FD0470* NAD 83(1986)-  35 33 51.     (N)    086 57 54.     (W)     SCALED    
 FD0470* NAVD 88     -       180.465  (meters)     592.08   (feet)  ADJUSTED  
 FD0470  ___________________________________________________________________
 FD0470  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0470  DYNAMIC HT  -         180.305 (meters)     591.55  (feet)  COMP
 FD0470  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 FD0470
 FD0470  VERT ORDER  -  FIRST     CLASS II
 FD0470
 FD0470.The horizontal coordinates were scaled from a topographic map and have
 FD0470.an estimated accuracy of +/- 6 seconds.
 FD0470
 FD0470.The orthometric height was determined by differential leveling
 FD0470.and adjusted by the National Geodetic Survey in June 1991..
 FD0470
 FD0470.The geoid height was determined by GEOID03.
 FD0470
 FD0470.The dynamic height is computed by dividing the NAVD 88
 FD0470.geopotential number by the normal gravity value computed on the
 FD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0470.degrees latitude (g = 980.6199 gals.).
 FD0470
 FD0470.The modeled gravity was interpolated from observed gravity values.
 FD0470
 FD0470;                    North         East    Units  Estimated Accuracy
 FD0470;SPC TN       -   136,990.      512,520.      MT  (+/- 180 meters Scaled)
 FD0470
 FD0470                          SUPERSEDED SURVEY CONTROL
 FD0470
 FD0470  NGVD 29 (??/??/92)  180.449  (m)          592.02   (f) ADJ UNCH    1 2
 FD0470
 FD0470.Superseded values are not recommended for survey control.
 FD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0470.See file dsdata.txt to determine how the superseded data were derived.
 FD0470
 FD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE031356(NAD 83)
 FD0470_MARKER: DB = BENCH MARK DISK
 FD0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0470_SP_SET: BRIDGE
 FD0470_STAMPING: 595 NASHVILLE 1899
 FD0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0470
 FD0470  HISTORY     - Date     Condition        Report By
 FD0470  HISTORY     - 1899     MONUMENTED       USGS
 FD0470  HISTORY     - 1949     GOOD             NGS
 FD0470
 FD0470                          STATION DESCRIPTION
 FD0470
 FD0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0470'6.2 MI SE FROM COLUMBIA.
 FD0470'3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM THE COURT HOUSE AT
 FD0470'COLUMBIA, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG A ROAD FOLLOWING
 FD0470'THE OLD ABANDONED GRADE OF THE NASHVILLE, CHATTANOOGA AND ST.
 FD0470'LOUIS RAILWAY, ABOUT 1.5 MILES NORTHWEST OF THE ROAD CROSSING
 FD0470'AND STORE AT HILL, AT OLD RAILWAY BRIDGE NO. 80.9, SET IN THE
 FD0470'TOP OF THE NORTHEAST END OF THE NORTHWEST STONE ABUTMENT OF STEEL
 FD0470'BRIDGE OVER FOUNTAIN CREEK, 12 FEET NORTHEAST OF THE CENTER OF THE
 FD0470'ROAD AND 6 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2558 ***********************************************************************
 AJ2558  DESIGNATION -  6
 AJ2558  PID         -  AJ2558
 AJ2558  STATE/COUNTY-  TN/SHELBY
 AJ2558  USGS QUAD   -  DRUMMONDS (1983)
 AJ2558
 AJ2558                         *CURRENT SURVEY CONTROL
 AJ2558  ___________________________________________________________________
 AJ2558* NAD 83(1995)-  35 23 16.13462(N)    089 52 47.50946(W)     ADJUSTED  
 AJ2558* NAVD 88     -        92.0    (meters)     302.     (feet)  GPS OBS   
 AJ2558  ___________________________________________________________________
 AJ2558  X           -      10,915.127 (meters)                     COMP
 AJ2558  Y           -  -5,205,670.465 (meters)                     COMP
 AJ2558  Z           -   3,673,065.279 (meters)                     COMP
 AJ2558  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AJ2558  ELLIP HEIGHT-          64.71  (meters)          (04/26/01) GPS OBS
 AJ2558  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2558
 AJ2558  HORZ ORDER  -  FIRST
 AJ2558  ELLP ORDER  -  FOURTH    CLASS I
 AJ2558
 AJ2558.The horizontal coordinates were established by GPS observations
 AJ2558.and adjusted by the National Geodetic Survey in April 2001..
 AJ2558
 AJ2558.The orthometric height was determined by GPS observations and a
 AJ2558.high-resolution geoid model.
 AJ2558
 AJ2558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2558
 AJ2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2558
 AJ2558.The ellipsoidal height was determined by GPS observations
 AJ2558.and is referenced to NAD 83.
 AJ2558
 AJ2558.The geoid height was determined by GEOID03.
 AJ2558
 AJ2558;                    North         East     Units Scale Factor Converg.
 AJ2558;SPC TN       -   123,980.768   247,593.442   MT  0.99997854   -2 16 17.1
 AJ2558;SPC TN       -   406,760.24    812,312.82   sFT  0.99997854   -2 16 17.1
 AJ2558;UTM  16      - 3,919,860.603   238,417.014   MT  1.00044333   -1 40 07.3
 AJ2558
 AJ2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2558!SPC TN       -   0.99998984  x   0.99997854  =   0.99996838
 AJ2558!UTM  16      -   0.99998984  x   1.00044333  =   1.00043317
 AJ2558
 AJ2558                          SUPERSEDED SURVEY CONTROL
 AJ2558
 AJ2558.No superseded survey control is available for this station.
 AJ2558
 AJ2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3841719861(NAD 83)
 AJ2558_MARKER: DD = SURVEY DISK
 AJ2558_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2558+WITH SETTING: INFORMATION.
 AJ2558_STAMPING: 006
 AJ2558_MARK LOGO: MLGW  
 AJ2558_PROJECTION: FLUSH
 AJ2558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2558+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2558_ROD/PIPE-DEPTH:  0.8 meters
 AJ2558
 AJ2558  HISTORY     - Date     Condition        Report By
 AJ2558  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2558
 AJ2558                          STATION DESCRIPTION
 AJ2558
 AJ2558'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2558'THE STATION IS LOCATED IN NORTH SHELBY COUNTY APPROXIMATELY 1.25 MILES
 AJ2558'(2.01 KM) NORTH OF MILLINGTON TENNESSEE IN THE KERRVILLE COMMUNITY.
 AJ2558'TO REACH THE STATION FROM THE INTERSECTION OF THE SHELBY-TIPTON COUNTY
 AJ2558'LINE AND HIGHWAY 51, PROCEED SOUTH ON HIGHWAY 51 (HWY-51)
 AJ2558'APPROXIMATELY 0.10 MILE (0.16 KM) TO WALKER EVANDNER ROAD.  TURN RIGHT
 AJ2558'AND GO NORTH ON WALKER EVANDNER ROAD FOR 0.20 MILES (0.32 KM) TO
 AJ2558'WALKER ROAD.  TURN LEFT AND PROCEED WEST ON WALKER ROAD FOR 0.80 MILES
 AJ2558'(1.29 KM) .  THE STATION IS ON THE LEFT.
 AJ2558'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2558'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2558'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 421.00 FEET (128.32 M)
 AJ2558'EAST OF THE CENTER OF A BRIDGE OVER FORK CREEK DRAINAGE CANAL (BRIDGE
 AJ2558'NO 79-0124-0.59) 29.00 FEET (8.84 M) SOUTH OF THE CENTERLINE OF WALKER
 AJ2558'ROAD.  THERE ARE TWO YELLOW CARSONITE MARKERS GUARDING STATION.  THE
 AJ2558'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0092 ***********************************************************************
 GC0092  DESIGNATION -  6 1
 GC0092  PID         -  GC0092
 GC0092  STATE/COUNTY-  TN/SUMNER
 GC0092  USGS QUAD   -  WESTMORELAND (1979)
 GC0092
 GC0092                         *CURRENT SURVEY CONTROL
 GC0092  ___________________________________________________________________
 GC0092* NAD 83(1986)-  36 36 59.     (N)    086 14 06.     (W)     SCALED    
 GC0092* NAVD 88     -       221.722  (meters)     727.43   (feet)  ADJUSTED  
 GC0092  ___________________________________________________________________
 GC0092  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0092  DYNAMIC HT  -         221.543 (meters)     726.85  (feet)  COMP
 GC0092  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GC0092
 GC0092  VERT ORDER  -  SECOND    CLASS 0
 GC0092
 GC0092.The horizontal coordinates were scaled from a topographic map and have
 GC0092.an estimated accuracy of +/- 6 seconds.
 GC0092
 GC0092.The orthometric height was determined by differential leveling
 GC0092.and adjusted by the National Geodetic Survey in June 1991..
 GC0092
 GC0092.The geoid height was determined by GEOID03.
 GC0092
 GC0092.The dynamic height is computed by dividing the NAVD 88
 GC0092.geopotential number by the normal gravity value computed on the
 GC0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0092.degrees latitude (g = 980.6199 gals.).
 GC0092
 GC0092.The modeled gravity was interpolated from observed gravity values.
 GC0092
 GC0092;                    North         East    Units  Estimated Accuracy
 GC0092;SPC TN       -   253,340.      578,980.      MT  (+/- 180 meters Scaled)
 GC0092
 GC0092                          SUPERSEDED SURVEY CONTROL
 GC0092
 GC0092  NGVD 29 (??/??/92)  221.825  (m)          727.77   (f) ADJ UNCH    2 0
 GC0092
 GC0092.Superseded values are not recommended for survey control.
 GC0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0092.See file dsdata.txt to determine how the superseded data were derived.
 GC0092
 GC0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF684525(NAD 83)
 GC0092_MARKER: DB = BENCH MARK DISK
 GC0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0092_STAMPING: 6-1 1961
 GC0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0092+STABILITY: SURFACE MOTION
 GC0092
 GC0092  HISTORY     - Date     Condition        Report By
 GC0092  HISTORY     - 1961     MONUMENTED       TNHD
 GC0092
 GC0092                          STATION DESCRIPTION
 GC0092
 GC0092'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0092'6.4 MI N FROM WESTMORELAND.
 GC0092'FROM THE SOUTH END OF THE R.R. STATION AT WESTMORELAND, GO
 GC0092'4.85 MILES NORTH ALONG PLEASANT GROVE ROAD TO A GRAVEL ROAD
 GC0092'LEFT.  TURN LEFT AND PROCEED 1.1 MILE TO A GRAVEL ROAD LEFT.
 GC0092'TURN LEFT AND CONTINUE 0.4 MILE TO A CEMETERY ON RIGHT.  MARK
 GC0092'IS LOCATED AT THE SOUTHEAST CORNER OF CEMETERY, 62 FEET WEST OF
 GC0092'CENTERLINE OF GRAVEL ROAD, 37 FEET SOUTHEAST OF A 30 INCH MAPLE
 GC0092'TREE AND 2.1 FEET NORTH OF A WITNESS POST.  THE MARK IS A
 GC0092'STANDARD TENNESSEE BENCH MARK IN A 10 INCH CONCRETE POST ABOUT
 GC0092'1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0326 ***********************************************************************
 GC0326  DESIGNATION -  6 10
 GC0326  PID         -  GC0326
 GC0326  STATE/COUNTY-  TN/SUMNER
 GC0326  USGS QUAD   -  BETHPAGE (1994)
 GC0326
 GC0326                         *CURRENT SURVEY CONTROL
 GC0326  ___________________________________________________________________
 GC0326* NAD 83(1986)-  36 27 41.     (N)    086 20 27.     (W)     SCALED    
 GC0326* NAVD 88     -       174.414  (meters)     572.22   (feet)  ADJUSTED  
 GC0326  ___________________________________________________________________
 GC0326  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0326  DYNAMIC HT  -         174.275 (meters)     571.77  (feet)  COMP
 GC0326  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 GC0326
 GC0326  VERT ORDER  -  SECOND    CLASS 0
 GC0326
 GC0326.The horizontal coordinates were scaled from a topographic map and have
 GC0326.an estimated accuracy of +/- 6 seconds.
 GC0326
 GC0326.The orthometric height was determined by differential leveling
 GC0326.and adjusted by the National Geodetic Survey in June 1991..
 GC0326
 GC0326.The geoid height was determined by GEOID03.
 GC0326
 GC0326.The dynamic height is computed by dividing the NAVD 88
 GC0326.geopotential number by the normal gravity value computed on the
 GC0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0326.degrees latitude (g = 980.6199 gals.).
 GC0326
 GC0326.The modeled gravity was interpolated from observed gravity values.
 GC0326
 GC0326;                    North         East    Units  Estimated Accuracy
 GC0326;SPC TN       -   236,170.      569,450.      MT  (+/- 180 meters Scaled)
 GC0326
 GC0326                          SUPERSEDED SURVEY CONTROL
 GC0326
 GC0326  NGVD 29 (??/??/92)  174.498  (m)          572.50   (f) ADJ UNCH    2 0
 GC0326
 GC0326.Superseded values are not recommended for survey control.
 GC0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0326.See file dsdata.txt to determine how the superseded data were derived.
 GC0326
 GC0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF590353(NAD 83)
 GC0326_MARKER: DD = SURVEY DISK
 GC0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0326_STAMPING: 6-10 1961
 GC0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0326+STABILITY: SURFACE MOTION
 GC0326
 GC0326  HISTORY     - Date     Condition        Report By
 GC0326  HISTORY     - 1961     MONUMENTED       TNHD
 GC0326
 GC0326                          STATION DESCRIPTION
 GC0326
 GC0326'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0326'2.3 MI S FROM BETHPAGE.
 GC0326'FROM THE POST OFFICE AT BETHPAGE, GO SOUTH ON U.S. HIGHWAY 31E
 GC0326'FOR 2.3 MILES TO A CEMETERY ON THE RIGHT.  THE MARK IS LOCATED
 GC0326'AT THE SOUTHEAST CORNER OF THE CEMETERY, 33 FEET NORTHWEST OF THE
 GC0326'CENTERLINE OF U.S. HIGHWAY 31E, 4 FEET SOUTH OF A 12-INCH WALNUT
 GC0326'TREE, 26 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, AND 1.4 FEET
 GC0326'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0326'BENCH MARK SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH
 GC0326'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0333 ***********************************************************************
 GC0333  DESIGNATION -  6 11
 GC0333  PID         -  GC0333
 GC0333  STATE/COUNTY-  TN/SUMNER
 GC0333  USGS QUAD   -  GALLATIN (1983)
 GC0333
 GC0333                         *CURRENT SURVEY CONTROL
 GC0333  ___________________________________________________________________
 GC0333* NAD 83(1986)-  36 25 53.     (N)    086 22 44.     (W)     SCALED    
 GC0333* NAVD 88     -       167.436  (meters)     549.33   (feet)  ADJUSTED  
 GC0333  ___________________________________________________________________
 GC0333  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0333  DYNAMIC HT  -         167.301 (meters)     548.89  (feet)  COMP
 GC0333  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GC0333
 GC0333  VERT ORDER  -  SECOND    CLASS 0
 GC0333
 GC0333.The horizontal coordinates were scaled from a topographic map and have
 GC0333.an estimated accuracy of +/- 6 seconds.
 GC0333
 GC0333.The orthometric height was determined by differential leveling
 GC0333.and adjusted by the National Geodetic Survey in June 1991..
 GC0333
 GC0333.The geoid height was determined by GEOID03.
 GC0333
 GC0333.The dynamic height is computed by dividing the NAVD 88
 GC0333.geopotential number by the normal gravity value computed on the
 GC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0333.degrees latitude (g = 980.6199 gals.).
 GC0333
 GC0333.The modeled gravity was interpolated from observed gravity values.
 GC0333
 GC0333;                    North         East    Units  Estimated Accuracy
 GC0333;SPC TN       -   232,850.      566,030.      MT  (+/- 180 meters Scaled)
 GC0333
 GC0333                          SUPERSEDED SURVEY CONTROL
 GC0333
 GC0333  NGVD 29 (??/??/92)  167.518  (m)          549.60   (f) ADJ UNCH    2 0
 GC0333
 GC0333.Superseded values are not recommended for survey control.
 GC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0333.See file dsdata.txt to determine how the superseded data were derived.
 GC0333
 GC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF556319(NAD 83)
 GC0333_MARKER: DD = SURVEY DISK
 GC0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0333_STAMPING: 6-11 1961
 GC0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0333+STABILITY: SURFACE MOTION
 GC0333
 GC0333  HISTORY     - Date     Condition        Report By
 GC0333  HISTORY     - 1961     MONUMENTED       TNHD
 GC0333
 GC0333                          STATION DESCRIPTION
 GC0333
 GC0333'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0333'5.1 MI N FROM GALLATIN.
 GC0333'FROM THE COURTHOUSE IN GALLATIN, GO NORTH ON U.S. HIGHWAY 31E FOR
 GC0333'5.1 MILES TO A GRAVELED ROAD RIGHT.  THE MARK IS 34 FEET NORTH
 GC0333'OF CENTERLINE OF GRAVEL ROAD, 1.5 FEET WEST OF A NORTH-SOUTH
 GC0333'WOVEN WIRE FENCE, 19 FEET NORTH OF A TELEPHONE POLE, 48 FEET EAST
 GC0333'OF THE CENTERLINE OF U.S. HIGHWAY 31E, AND 1.2 FEET WEST OF A
 GC0333'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE BENCH MARK SET IN
 GC0333'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0338 ***********************************************************************
 GC0338  DESIGNATION -  6 12
 GC0338  PID         -  GC0338
 GC0338  STATE/COUNTY-  TN/SUMNER
 GC0338  USGS QUAD   -  GALLATIN (1983)
 GC0338
 GC0338                         *CURRENT SURVEY CONTROL
 GC0338  ___________________________________________________________________
 GC0338* NAD 83(1986)-  36 24 21.     (N)    086 25 08.     (W)     SCALED    
 GC0338* NAVD 88     -       185.937  (meters)     610.03   (feet)  ADJUSTED  
 GC0338  ___________________________________________________________________
 GC0338  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0338  DYNAMIC HT  -         185.785 (meters)     609.53  (feet)  COMP
 GC0338  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GC0338
 GC0338  VERT ORDER  -  SECOND    CLASS 0
 GC0338
 GC0338.The horizontal coordinates were scaled from a topographic map and have
 GC0338.an estimated accuracy of +/- 6 seconds.
 GC0338
 GC0338.The orthometric height was determined by differential leveling
 GC0338.and adjusted by the National Geodetic Survey in June 1991..
 GC0338
 GC0338.The geoid height was determined by GEOID03.
 GC0338
 GC0338.The dynamic height is computed by dividing the NAVD 88
 GC0338.geopotential number by the normal gravity value computed on the
 GC0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0338.degrees latitude (g = 980.6199 gals.).
 GC0338
 GC0338.The modeled gravity was interpolated from observed gravity values.
 GC0338
 GC0338;                    North         East    Units  Estimated Accuracy
 GC0338;SPC TN       -   230,030.      562,430.      MT  (+/- 180 meters Scaled)
 GC0338
 GC0338                          SUPERSEDED SURVEY CONTROL
 GC0338
 GC0338  NGVD 29 (??/??/92)  186.015  (m)          610.28   (f) ADJ UNCH    2 0
 GC0338
 GC0338.Superseded values are not recommended for survey control.
 GC0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0338.See file dsdata.txt to determine how the superseded data were derived.
 GC0338
 GC0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF521291(NAD 83)
 GC0338_MARKER: DD = SURVEY DISK
 GC0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0338_STAMPING: 6-12 1961
 GC0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0338+STABILITY: SURFACE MOTION
 GC0338
 GC0338  HISTORY     - Date     Condition        Report By
 GC0338  HISTORY     - 1961     MONUMENTED       TNHD
 GC0338
 GC0338                          STATION DESCRIPTION
 GC0338
 GC0338'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0338'2.2 MI N FROM GALLATIN.
 GC0338'FROM THE COURTHOUSE IN GALLATIN, GO NORTH ON U.S. HIGHWAY 31E FOR
 GC0338'2.2 MILES TO THE MARK ON THE LEFT.  THE MARK IS 2.2 FEET SOUTHWEST
 GC0338'OF A TELEPHONE POLE, 4.6 FEET SOUTHEAST OF A WOVEN WIRE FENCE
 GC0338'RUNNING NORTHEAST-SOUTHWEST, 20.5 FEET NORTHWEST OF THE CENTERLINE
 GC0338'OF U.S. HIGHWAY 31E, 27 YARDS WEST OF THE WEST CORNER OF A ROCK
 GC0338'AND CONCRETE BLOCK CAFE AND 4.1 FEET SOUTHEAST OF A WITNESS
 GC0338'POST.  THE MARK IS A STANDARD TENNESSEE BENCH MARK SET IN TOP OF A
 GC0338'10-INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0343 ***********************************************************************
 GC0343  DESIGNATION -  6 13
 GC0343  PID         -  GC0343
 GC0343  STATE/COUNTY-  TN/SUMNER
 GC0343  USGS QUAD   -  GALLATIN (1983)
 GC0343
 GC0343                         *CURRENT SURVEY CONTROL
 GC0343  ___________________________________________________________________
 GC0343* NAD 83(1986)-  36 22 43.     (N)    086 28 04.     (W)     SCALED    
 GC0343* NAVD 88     -       154.876  (meters)     508.12   (feet)  ADJUSTED  
 GC0343  ___________________________________________________________________
 GC0343  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0343  DYNAMIC HT  -         154.748 (meters)     507.70  (feet)  COMP
 GC0343  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GC0343
 GC0343  VERT ORDER  -  SECOND    CLASS 0
 GC0343
 GC0343.The horizontal coordinates were scaled from a topographic map and have
 GC0343.an estimated accuracy of +/- 6 seconds.
 GC0343
 GC0343.The orthometric height was determined by differential leveling
 GC0343.and adjusted by the National Geodetic Survey in June 1991..
 GC0343
 GC0343.The geoid height was determined by GEOID03.
 GC0343
 GC0343.The dynamic height is computed by dividing the NAVD 88
 GC0343.geopotential number by the normal gravity value computed on the
 GC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0343.degrees latitude (g = 980.6199 gals.).
 GC0343
 GC0343.The modeled gravity was interpolated from observed gravity values.
 GC0343
 GC0343;                    North         East    Units  Estimated Accuracy
 GC0343;SPC TN       -   227,030.      558,030.      MT  (+/- 180 meters Scaled)
 GC0343
 GC0343                          SUPERSEDED SURVEY CONTROL
 GC0343
 GC0343  NGVD 29 (??/??/92)  154.952  (m)          508.37   (f) ADJ UNCH    2 0
 GC0343
 GC0343.Superseded values are not recommended for survey control.
 GC0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0343.See file dsdata.txt to determine how the superseded data were derived.
 GC0343
 GC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF477260(NAD 83)
 GC0343_MARKER: DD = SURVEY DISK
 GC0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0343_SP_SET: CULVERT
 GC0343_STAMPING: 6-13 1961
 GC0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0343
 GC0343  HISTORY     - Date     Condition        Report By
 GC0343  HISTORY     - 1961     MONUMENTED       TNHD
 GC0343
 GC0343                          STATION DESCRIPTION
 GC0343
 GC0343'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0343'1.4 MI SW FROM GALLATIN.
 GC0343'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY 31E
 GC0343'FOR 1.35 MILES TO A CONCRETE CULVERT ON THE RIGHT.  THE MARK IS A
 GC0343'STANDARD TENNESSEE BENCH MARK LOCATED IN THE NORTHWEST HEADWALL OF
 GC0343'THE CULVERT, CEMENTED IN A DRILLED HOLE IN THE SOUTHWEST END OF
 GC0343'THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0754 ***********************************************************************
 GC0754  DESIGNATION -  6 14
 GC0754  PID         -  GC0754
 GC0754  STATE/COUNTY-  TN/SUMNER
 GC0754  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0754
 GC0754                         *CURRENT SURVEY CONTROL
 GC0754  ___________________________________________________________________
 GC0754* NAD 83(1986)-  36 21 15.     (N)    086 30 23.     (W)     SCALED    
 GC0754* NAVD 88     -       149.924  (meters)     491.88   (feet)  ADJUSTED  
 GC0754  ___________________________________________________________________
 GC0754  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0754  DYNAMIC HT  -         149.799 (meters)     491.47  (feet)  COMP
 GC0754  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GC0754
 GC0754  VERT ORDER  -  SECOND    CLASS 0
 GC0754
 GC0754.The horizontal coordinates were scaled from a topographic map and have
 GC0754.an estimated accuracy of +/- 6 seconds.
 GC0754
 GC0754.The orthometric height was determined by differential leveling
 GC0754.and adjusted by the National Geodetic Survey in June 1991..
 GC0754
 GC0754.The geoid height was determined by GEOID03.
 GC0754
 GC0754.The dynamic height is computed by dividing the NAVD 88
 GC0754.geopotential number by the normal gravity value computed on the
 GC0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0754.degrees latitude (g = 980.6199 gals.).
 GC0754
 GC0754.The modeled gravity was interpolated from observed gravity values.
 GC0754
 GC0754;                    North         East    Units  Estimated Accuracy
 GC0754;SPC TN       -   224,330.      554,550.      MT  (+/- 180 meters Scaled)
 GC0754
 GC0754                          SUPERSEDED SURVEY CONTROL
 GC0754
 GC0754  NGVD 29 (??/??/92)  149.996  (m)          492.11   (f) ADJ UNCH    2 0
 GC0754
 GC0754.Superseded values are not recommended for survey control.
 GC0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0754.See file dsdata.txt to determine how the superseded data were derived.
 GC0754
 GC0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF442233(NAD 83)
 GC0754_MARKER: DD = SURVEY DISK
 GC0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0754_SP_SET: CULVERT
 GC0754_STAMPING: 6-14 1961
 GC0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0754
 GC0754  HISTORY     - Date     Condition        Report By
 GC0754  HISTORY     - 1961     MONUMENTED       TNHD
 GC0754
 GC0754                          STATION DESCRIPTION
 GC0754
 GC0754'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0754'4.2 MI SW FROM GALLATIN.
 GC0754'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY 31E
 GC0754'FOR 4.29 MILES TO A CONCRETE CULVERT ON THE RIGHT.  THE MARK IS 52
 GC0754'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 36 FEET
 GC0754'SOUTHEAST OF A TELEPHONE POLE, 12.5 FEET EAST OF A WOVEN WIRE FENCE
 GC0754'AND 60 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.  THE MARK IS A
 GC0754'STANDARD TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE, 6 INCHES
 GC0754'FROM THE NORTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0755 ***********************************************************************
 GC0755  DESIGNATION -  6 15
 GC0755  PID         -  GC0755
 GC0755  STATE/COUNTY-  TN/SUMNER
 GC0755  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0755
 GC0755                         *CURRENT SURVEY CONTROL
 GC0755  ___________________________________________________________________
 GC0755* NAD 83(1986)-  36 20 48.     (N)    086 31 20.     (W)     SCALED    
 GC0755* NAVD 88     -       138.045  (meters)     452.90   (feet)  ADJUSTED  
 GC0755  ___________________________________________________________________
 GC0755  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0755  DYNAMIC HT  -         137.930 (meters)     452.53  (feet)  COMP
 GC0755  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GC0755
 GC0755  VERT ORDER  -  SECOND    CLASS 0
 GC0755
 GC0755.The horizontal coordinates were scaled from a topographic map and have
 GC0755.an estimated accuracy of +/- 6 seconds.
 GC0755
 GC0755.The orthometric height was determined by differential leveling
 GC0755.and adjusted by the National Geodetic Survey in June 1991..
 GC0755
 GC0755.The geoid height was determined by GEOID03.
 GC0755
 GC0755.The dynamic height is computed by dividing the NAVD 88
 GC0755.geopotential number by the normal gravity value computed on the
 GC0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0755.degrees latitude (g = 980.6199 gals.).
 GC0755
 GC0755.The modeled gravity was interpolated from observed gravity values.
 GC0755
 GC0755;                    North         East    Units  Estimated Accuracy
 GC0755;SPC TN       -   223,510.      553,120.      MT  (+/- 180 meters Scaled)
 GC0755
 GC0755                          SUPERSEDED SURVEY CONTROL
 GC0755
 GC0755  NGVD 29 (??/??/92)  138.116  (m)          453.14   (f) ADJ UNCH    2 0
 GC0755
 GC0755.Superseded values are not recommended for survey control.
 GC0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0755.See file dsdata.txt to determine how the superseded data were derived.
 GC0755
 GC0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF428225(NAD 83)
 GC0755_MARKER: DD = SURVEY DISK
 GC0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0755_STAMPING: 6-15 1961
 GC0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0755+STABILITY: SURFACE MOTION
 GC0755
 GC0755  HISTORY     - Date     Condition        Report By
 GC0755  HISTORY     - 1961     MONUMENTED       TNHD
 GC0755
 GC0755                          STATION DESCRIPTION
 GC0755
 GC0755'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0755'5.3 MI SW FROM GALLATIN.
 GC0755'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY
 GC0755'31E FOR 5.3 MILES TO A DRIVEWAY ON THE LEFT.  THE MARK IS 26 FEET
 GC0755'WEST OF THE CENTERLINE OF THE DRIVEWAY, 75 FEET EAST OF THE
 GC0755'CENTERLINE OF U.S. HIGHWAY 31E, 10.5 FEET EAST OF A TELEPHONE
 GC0755'POLE AND 2.5 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS A
 GC0755'STANDARD TENNESSEE BENCH MARK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0755'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0760 ***********************************************************************
 GC0760  DESIGNATION -  6 16
 GC0760  PID         -  GC0760
 GC0760  STATE/COUNTY-  TN/SUMNER
 GC0760  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0760
 GC0760                         *CURRENT SURVEY CONTROL
 GC0760  ___________________________________________________________________
 GC0760* NAD 83(1986)-  36 20 09.     (N)    086 32 41.     (W)     SCALED    
 GC0760* NAVD 88     -       174.315  (meters)     571.90   (feet)  ADJUSTED  
 GC0760  ___________________________________________________________________
 GC0760  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0760  DYNAMIC HT  -         174.169 (meters)     571.42  (feet)  COMP
 GC0760  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 GC0760
 GC0760  VERT ORDER  -  SECOND    CLASS 0
 GC0760
 GC0760.The horizontal coordinates were scaled from a topographic map and have
 GC0760.an estimated accuracy of +/- 6 seconds.
 GC0760
 GC0760.The orthometric height was determined by differential leveling
 GC0760.and adjusted by the National Geodetic Survey in June 1991..
 GC0760
 GC0760.The geoid height was determined by GEOID03.
 GC0760
 GC0760.The dynamic height is computed by dividing the NAVD 88
 GC0760.geopotential number by the normal gravity value computed on the
 GC0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0760.degrees latitude (g = 980.6199 gals.).
 GC0760
 GC0760.The modeled gravity was interpolated from observed gravity values.
 GC0760
 GC0760;                    North         East    Units  Estimated Accuracy
 GC0760;SPC TN       -   222,320.      551,100.      MT  (+/- 180 meters Scaled)
 GC0760
 GC0760                          SUPERSEDED SURVEY CONTROL
 GC0760
 GC0760  NGVD 29 (??/??/92)  174.383  (m)          572.12   (f) ADJ UNCH    2 0
 GC0760
 GC0760.Superseded values are not recommended for survey control.
 GC0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0760.See file dsdata.txt to determine how the superseded data were derived.
 GC0760
 GC0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF408212(NAD 83)
 GC0760_MARKER: DD = SURVEY DISK
 GC0760_SETTING: 66 = SET IN ROCK OUTCROP
 GC0760_SP_SET: BEDROCK
 GC0760_STAMPING: 6-16 1961
 GC0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0760+STABILITY: POSITION/ELEVATION WELL
 GC0760
 GC0760  HISTORY     - Date     Condition        Report By
 GC0760  HISTORY     - 1961     MONUMENTED       TNHD
 GC0760
 GC0760                          STATION DESCRIPTION
 GC0760
 GC0760'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0760'6.8 MI SW FROM GALLATIN.
 GC0760'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY
 GC0760'31E FOR 6.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 50
 GC0760'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 31E, 20 FEET
 GC0760'SOUTHWEST OF A TELEPHONE POLE, 18 FEET SOUTH OF AN ALUMINUM
 GC0760'RAIL FENCE AND WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0760'BENCH MARK CEMENTED IN A DRILLED HOLE OF OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0765 ***********************************************************************
 GC0765  DESIGNATION -  6 17
 GC0765  PID         -  GC0765
 GC0765  STATE/COUNTY-  TN/SUMNER
 GC0765  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0765
 GC0765                         *CURRENT SURVEY CONTROL
 GC0765  ___________________________________________________________________
 GC0765* NAD 83(1986)-  36 19 18.     (N)    086 34 27.     (W)     SCALED    
 GC0765* NAVD 88     -       148.201  (meters)     486.22   (feet)  ADJUSTED  
 GC0765  ___________________________________________________________________
 GC0765  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0765  DYNAMIC HT  -         148.077 (meters)     485.82  (feet)  COMP
 GC0765  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 GC0765
 GC0765  VERT ORDER  -  SECOND    CLASS 0
 GC0765
 GC0765.The horizontal coordinates were scaled from a topographic map and have
 GC0765.an estimated accuracy of +/- 6 seconds.
 GC0765
 GC0765.The orthometric height was determined by differential leveling
 GC0765.and adjusted by the National Geodetic Survey in June 1991..
 GC0765
 GC0765.The geoid height was determined by GEOID03.
 GC0765
 GC0765.The dynamic height is computed by dividing the NAVD 88
 GC0765.geopotential number by the normal gravity value computed on the
 GC0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0765.degrees latitude (g = 980.6199 gals.).
 GC0765
 GC0765.The modeled gravity was interpolated from observed gravity values.
 GC0765
 GC0765;                    North         East    Units  Estimated Accuracy
 GC0765;SPC TN       -   220,760.      548,440.      MT  (+/- 180 meters Scaled)
 GC0765
 GC0765                          SUPERSEDED SURVEY CONTROL
 GC0765
 GC0765  NGVD 29 (??/??/92)  148.267  (m)          486.44   (f) ADJ UNCH    2 0
 GC0765
 GC0765.Superseded values are not recommended for survey control.
 GC0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0765.See file dsdata.txt to determine how the superseded data were derived.
 GC0765
 GC0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF382197(NAD 83)
 GC0765_MARKER: DD = SURVEY DISK
 GC0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0765_SP_SET: CULVERT
 GC0765_STAMPING: 6-17 1961
 GC0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0765
 GC0765  HISTORY     - Date     Condition        Report By
 GC0765  HISTORY     - 1961     MONUMENTED       TNHD
 GC0765
 GC0765                          STATION DESCRIPTION
 GC0765
 GC0765'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0765'8.8 MI SW FROM GALLATIN.
 GC0765'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY
 GC0765'31E FOR 8.85 MILES TO A CONCRETE CULVERT NEAR THE BLUE GRASS
 GC0765'COUNTRY CLUB.  THE MARK IS 38 FEET NORTHWEST OF U.S. HIGHWAY
 GC0765'31E, 52 FEET SOUTH OF A POWER POLE.  THE MARK IS A STANDARD
 GC0765'TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE ABOUT 6 INCHES
 GC0765'FROM THE NORTHEAST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0769 ***********************************************************************
 GC0769  DESIGNATION -  6 18
 GC0769  PID         -  GC0769
 GC0769  STATE/COUNTY-  TN/SUMNER
 GC0769  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0769
 GC0769                         *CURRENT SURVEY CONTROL
 GC0769  ___________________________________________________________________
 GC0769* NAD 83(1986)-  36 18 36.     (N)    086 36 03.     (W)     SCALED    
 GC0769* NAVD 88     -       149.659  (meters)     491.01   (feet)  ADJUSTED  
 GC0769  ___________________________________________________________________
 GC0769  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0769  DYNAMIC HT  -         149.533 (meters)     490.59  (feet)  COMP
 GC0769  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 GC0769
 GC0769  VERT ORDER  -  SECOND    CLASS 0
 GC0769
 GC0769.The horizontal coordinates were scaled from a topographic map and have
 GC0769.an estimated accuracy of +/- 6 seconds.
 GC0769
 GC0769.The orthometric height was determined by differential leveling
 GC0769.and adjusted by the National Geodetic Survey in June 1991..
 GC0769
 GC0769.The geoid height was determined by GEOID03.
 GC0769
 GC0769.The dynamic height is computed by dividing the NAVD 88
 GC0769.geopotential number by the normal gravity value computed on the
 GC0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0769.degrees latitude (g = 980.6199 gals.).
 GC0769
 GC0769.The modeled gravity was interpolated from observed gravity values.
 GC0769
 GC0769;                    North         East    Units  Estimated Accuracy
 GC0769;SPC TN       -   219,480.      546,040.      MT  (+/- 180 meters Scaled)
 GC0769
 GC0769                          SUPERSEDED SURVEY CONTROL
 GC0769
 GC0769  NGVD 29 (??/??/92)  149.723  (m)          491.22   (f) ADJ UNCH    2 0
 GC0769
 GC0769.Superseded values are not recommended for survey control.
 GC0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0769.See file dsdata.txt to determine how the superseded data were derived.
 GC0769
 GC0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF358184(NAD 83)
 GC0769_MARKER: DD = SURVEY DISK
 GC0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0769_SP_SET: CULVERT
 GC0769_STAMPING: 6-18 1961
 GC0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0769
 GC0769  HISTORY     - Date     Condition        Report By
 GC0769  HISTORY     - 1961     MONUMENTED       TNHD
 GC0769
 GC0769                          STATION DESCRIPTION
 GC0769
 GC0769'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0769'2 MI E FROM HENDERSONVILLE.
 GC0769'FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST ON U.S. HIGHWAY
 GC0769'31E FOR 1.97 MILES TO THE MARK ON THE LEFT.  THE MARK IS 46 FEET
 GC0769'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 56 FEET
 GC0769'SOUTHWEST OF A TELEPHONE POLE, 72 FEET WEST OF THE CENTERLINE
 GC0769'OF A DRIVEWAY AT MR. WALKERS RESIDENCE.  THE MARK IS A
 GC0769'STANDARD TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE AT
 GC0769'THE SOUTHWEST END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0771 ***********************************************************************
 GC0771  DESIGNATION -  6 19
 GC0771  PID         -  GC0771
 GC0771  STATE/COUNTY-  TN/SUMNER
 GC0771  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0771
 GC0771                         *CURRENT SURVEY CONTROL
 GC0771  ___________________________________________________________________
 GC0771* NAD 83(1986)-  36 18 19.     (N)    086 37 03.     (W)     SCALED    
 GC0771* NAVD 88     -       139.929  (meters)     459.08   (feet)  ADJUSTED  
 GC0771  ___________________________________________________________________
 GC0771  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0771  DYNAMIC HT  -         139.811 (meters)     458.70  (feet)  COMP
 GC0771  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 GC0771
 GC0771  VERT ORDER  -  SECOND    CLASS 0
 GC0771
 GC0771.The horizontal coordinates were scaled from a topographic map and have
 GC0771.an estimated accuracy of +/- 6 seconds.
 GC0771
 GC0771.The orthometric height was determined by differential leveling
 GC0771.and adjusted by the National Geodetic Survey in June 1991..
 GC0771
 GC0771.The geoid height was determined by GEOID03.
 GC0771
 GC0771.The dynamic height is computed by dividing the NAVD 88
 GC0771.geopotential number by the normal gravity value computed on the
 GC0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0771.degrees latitude (g = 980.6199 gals.).
 GC0771
 GC0771.The modeled gravity was interpolated from observed gravity values.
 GC0771
 GC0771;                    North         East    Units  Estimated Accuracy
 GC0771;SPC TN       -   218,960.      544,540.      MT  (+/- 180 meters Scaled)
 GC0771
 GC0771                          SUPERSEDED SURVEY CONTROL
 GC0771
 GC0771  NGVD 29 (??/??/92)  139.991  (m)          459.29   (f) ADJ UNCH    2 0
 GC0771
 GC0771.Superseded values are not recommended for survey control.
 GC0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0771.See file dsdata.txt to determine how the superseded data were derived.
 GC0771
 GC0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF343178(NAD 83)
 GC0771_MARKER: DD = SURVEY DISK
 GC0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0771_SP_SET: SIDEWALK
 GC0771_STAMPING: 6-19 1961
 GC0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0771
 GC0771  HISTORY     - Date     Condition        Report By
 GC0771  HISTORY     - 1961     MONUMENTED       TNHD
 GC0771
 GC0771                          STATION DESCRIPTION
 GC0771
 GC0771'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0771'IN HENDERSONVILLE.
 GC0771'FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST ON U.S. HIGHWAY
 GC0771'31E FOR 0.95 MILE TO THE PRESBYTERIAN CHURCH OF HENDERSONVILLE
 GC0771'AND THE MARK ON THE LEFT.  THE MARK IS LOCATED 76 FEET
 GC0771'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 51 FEET
 GC0771'SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, 36 FEET NORTHEAST OF
 GC0771'A CONFEDERATE SOLDIERS MONUMENT.  THE MARK IS A STANDARD
 GC0771'TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE IN A CONCRETE
 GC0771'STEP, IN A CONCRETE WALKWAY LEADING TO THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0097 ***********************************************************************
 GC0097  DESIGNATION -  6 2
 GC0097  PID         -  GC0097
 GC0097  STATE/COUNTY-  TN/SUMNER
 GC0097  USGS QUAD   -  WESTMORELAND (1979)
 GC0097
 GC0097                         *CURRENT SURVEY CONTROL
 GC0097  ___________________________________________________________________
 GC0097* NAD 83(1986)-  36 35 20.     (N)    086 14 16.     (W)     SCALED    
 GC0097* NAVD 88     -       258.754  (meters)     848.93   (feet)  ADJUSTED  
 GC0097  ___________________________________________________________________
 GC0097  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC0097  DYNAMIC HT  -         258.544 (meters)     848.24  (feet)  COMP
 GC0097  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GC0097
 GC0097  VERT ORDER  -  SECOND    CLASS 0
 GC0097
 GC0097.The horizontal coordinates were scaled from a topographic map and have
 GC0097.an estimated accuracy of +/- 6 seconds.
 GC0097
 GC0097.The orthometric height was determined by differential leveling
 GC0097.and adjusted by the National Geodetic Survey in June 1991..
 GC0097
 GC0097.The geoid height was determined by GEOID03.
 GC0097
 GC0097.The dynamic height is computed by dividing the NAVD 88
 GC0097.geopotential number by the normal gravity value computed on the
 GC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0097.degrees latitude (g = 980.6199 gals.).
 GC0097
 GC0097.The modeled gravity was interpolated from observed gravity values.
 GC0097
 GC0097;                    North         East    Units  Estimated Accuracy
 GC0097;SPC TN       -   250,290.      578,720.      MT  (+/- 180 meters Scaled)
 GC0097
 GC0097                          SUPERSEDED SURVEY CONTROL
 GC0097
 GC0097  NGVD 29 (??/??/92)  258.851  (m)          849.25   (f) ADJ UNCH    2 0
 GC0097
 GC0097.Superseded values are not recommended for survey control.
 GC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0097.See file dsdata.txt to determine how the superseded data were derived.
 GC0097
 GC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF681495(NAD 83)
 GC0097_MARKER: DB = BENCH MARK DISK
 GC0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0097_STAMPING: 6 -2 1961
 GC0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0097+STABILITY: SURFACE MOTION
 GC0097
 GC0097  HISTORY     - Date     Condition        Report By
 GC0097  HISTORY     - 1961     MONUMENTED       TNHD
 GC0097
 GC0097                          STATION DESCRIPTION
 GC0097
 GC0097'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0097'2 MI N FROM WESTMORELAND.
 GC0097'FROM THE SOUTH END OF THE R.R. STATION IN WESTMORELAND, GO
 GC0097'1.95 MILES NORTH ALONG THE PLEASANT GROVE ROAD TO A GRAVEL ROAD
 GC0097'LEFT.  TURN LEFT AND CONTINUE 0.30 MILES TO THE MARK ON THE
 GC0097'LEFT.  THE MARK IS LOCATED 18 FEET WEST OF CENTERLINE OF GRAVEL
 GC0097'ROAD, 45 FEET EAST OF THE EAST BANK OF A CREEK, 106 FEET SOUTH
 GC0097'OF THE SOUTH END OF A SMALL WOODEN BRIDGE CROSSING THE CREEK
 GC0097'AND 1.8 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD
 GC0097'TENNESSEE BENCH MARK DISK IN THE TOP OF A 10 INCH CONCRETE
 GC0097'POST ABOUT 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0776 ***********************************************************************
 GC0776  DESIGNATION -  6 20
 GC0776  PID         -  GC0776
 GC0776  STATE/COUNTY-  TN/SUMNER
 GC0776  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0776
 GC0776                         *CURRENT SURVEY CONTROL
 GC0776  ___________________________________________________________________
 GC0776* NAD 83(1986)-  36 18 32.     (N)    086 39 43.     (W)     SCALED    
 GC0776* NAVD 88     -       134.143  (meters)     440.10   (feet)  ADJUSTED  
 GC0776  ___________________________________________________________________
 GC0776  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0776  DYNAMIC HT  -         134.029 (meters)     439.73  (feet)  COMP
 GC0776  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GC0776
 GC0776  VERT ORDER  -  SECOND    CLASS 0
 GC0776
 GC0776.The horizontal coordinates were scaled from a topographic map and have
 GC0776.an estimated accuracy of +/- 6 seconds.
 GC0776
 GC0776.The orthometric height was determined by differential leveling
 GC0776.and adjusted by the National Geodetic Survey in June 1991..
 GC0776
 GC0776.The geoid height was determined by GEOID03.
 GC0776
 GC0776.The dynamic height is computed by dividing the NAVD 88
 GC0776.geopotential number by the normal gravity value computed on the
 GC0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0776.degrees latitude (g = 980.6199 gals.).
 GC0776
 GC0776.The modeled gravity was interpolated from observed gravity values.
 GC0776
 GC0776;                    North         East    Units  Estimated Accuracy
 GC0776;SPC TN       -   219,390.      540,550.      MT  (+/- 180 meters Scaled)
 GC0776
 GC0776                          SUPERSEDED SURVEY CONTROL
 GC0776
 GC0776  NGVD 29 (??/??/92)  134.200  (m)          440.29   (f) ADJ UNCH    2 0
 GC0776
 GC0776.Superseded values are not recommended for survey control.
 GC0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0776.See file dsdata.txt to determine how the superseded data were derived.
 GC0776
 GC0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF303182(NAD 83)
 GC0776_MARKER: DD = SURVEY DISK
 GC0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0776_SP_SET: CULVERT
 GC0776_STAMPING: 6-20 1961
 GC0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0776
 GC0776  HISTORY     - Date     Condition        Report By
 GC0776  HISTORY     - 1961     MONUMENTED       TNHD
 GC0776
 GC0776                          STATION DESCRIPTION
 GC0776
 GC0776'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0776'2.6 MI W FROM HENDERSONVILLE.
 GC0776'FROM THE POST OFFICE IN HENDERSONVILLE, GO WEST ON U.S. HIGHWAY
 GC0776'31E FOR 2.6 MILES TO A CONCRETE CULVERT ON THE RIGHT.  THE MARK
 GC0776'IS 41 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 31E, 31
 GC0776'FEET SOUTHWEST OF A POWER POLE.  THE MARK IS A STANDARD
 GC0776'TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE IN THE EAST END
 GC0776'OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0777 ***********************************************************************
 GC0777  DESIGNATION -  6 21
 GC0777  PID         -  GC0777
 GC0777  STATE/COUNTY-  TN/DAVIDSON
 GC0777  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0777
 GC0777                         *CURRENT SURVEY CONTROL
 GC0777  ___________________________________________________________________
 GC0777* NAD 83(1986)-  36 18 31.     (N)    086 40 54.     (W)     SCALED    
 GC0777* NAVD 88     -       145.125  (meters)     476.13   (feet)  ADJUSTED  
 GC0777  ___________________________________________________________________
 GC0777  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0777  DYNAMIC HT  -         145.002 (meters)     475.73  (feet)  COMP
 GC0777  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 GC0777
 GC0777  VERT ORDER  -  SECOND    CLASS 0
 GC0777
 GC0777.The horizontal coordinates were scaled from a topographic map and have
 GC0777.an estimated accuracy of +/- 6 seconds.
 GC0777
 GC0777.The orthometric height was determined by differential leveling
 GC0777.and adjusted by the National Geodetic Survey in June 1991..
 GC0777
 GC0777.The geoid height was determined by GEOID03.
 GC0777
 GC0777.The dynamic height is computed by dividing the NAVD 88
 GC0777.geopotential number by the normal gravity value computed on the
 GC0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0777.degrees latitude (g = 980.6199 gals.).
 GC0777
 GC0777.The modeled gravity was interpolated from observed gravity values.
 GC0777
 GC0777;                    North         East    Units  Estimated Accuracy
 GC0777;SPC TN       -   219,370.      538,780.      MT  (+/- 180 meters Scaled)
 GC0777
 GC0777                          SUPERSEDED SURVEY CONTROL
 GC0777
 GC0777  NGVD 29 (??/??/92)  145.178  (m)          476.30   (f) ADJ UNCH    2 0
 GC0777
 GC0777.Superseded values are not recommended for survey control.
 GC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0777.See file dsdata.txt to determine how the superseded data were derived.
 GC0777
 GC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF285182(NAD 83)
 GC0777_MARKER: DD = SURVEY DISK
 GC0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0777_SP_SET: CULVERT
 GC0777_STAMPING: 6-21 1961
 GC0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0777
 GC0777  HISTORY     - Date     Condition        Report By
 GC0777  HISTORY     - 1961     MONUMENTED       TNHD
 GC0777
 GC0777                          STATION DESCRIPTION
 GC0777
 GC0777'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0777'3.7 MI W FROM HENDERSONVILLE.
 GC0777'FROM THE POST OFFICE IN HENDERSONVILLE, GO WEST ON U.S. HIGHWAY
 GC0777'31E FOR 3.7 MILES TO A CONCRETE CULVERT ON THE LEFT.  THE MARK
 GC0777'IS 36 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31E,
 GC0777'56 FEET WEST OF A TELEPHONE POLE, 87 FEET SOUTHWEST OF THE
 GC0777'CENTERLINE OF A DRIVEWAY.  THE MARK IS A STANDARD TENNESSEE
 GC0777'BENCH MARK CEMENTED IN A DRILLED HOLE 2 INCHES FROM THE EAST END OF
 GC0777'THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0782 ***********************************************************************
 GC0782  DESIGNATION -  6 22
 GC0782  PID         -  GC0782
 GC0782  STATE/COUNTY-  TN/DAVIDSON
 GC0782  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0782
 GC0782                         *CURRENT SURVEY CONTROL
 GC0782  ___________________________________________________________________
 GC0782* NAD 83(1986)-  36 17 26.     (N)    086 42 14.     (W)     SCALED    
 GC0782* NAVD 88     -       149.437  (meters)     490.28   (feet)  ADJUSTED  
 GC0782  ___________________________________________________________________
 GC0782  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC0782  DYNAMIC HT  -         149.311 (meters)     489.86  (feet)  COMP
 GC0782  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 GC0782
 GC0782  VERT ORDER  -  SECOND    CLASS 0
 GC0782
 GC0782.The horizontal coordinates were scaled from a topographic map and have
 GC0782.an estimated accuracy of +/- 6 seconds.
 GC0782
 GC0782.The orthometric height was determined by differential leveling
 GC0782.and adjusted by the National Geodetic Survey in June 1991..
 GC0782
 GC0782.The geoid height was determined by GEOID03.
 GC0782
 GC0782.The dynamic height is computed by dividing the NAVD 88
 GC0782.geopotential number by the normal gravity value computed on the
 GC0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0782.degrees latitude (g = 980.6199 gals.).
 GC0782
 GC0782.The modeled gravity was interpolated from observed gravity values.
 GC0782
 GC0782;                    North         East    Units  Estimated Accuracy
 GC0782;SPC TN       -   217,380.      536,770.      MT  (+/- 180 meters Scaled)
 GC0782
 GC0782                          SUPERSEDED SURVEY CONTROL
 GC0782
 GC0782  NGVD 29 (??/??/92)  149.486  (m)          490.44   (f) ADJ UNCH    2 0
 GC0782
 GC0782.Superseded values are not recommended for survey control.
 GC0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0782.See file dsdata.txt to determine how the superseded data were derived.
 GC0782
 GC0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF265162(NAD 83)
 GC0782_MARKER: DD = SURVEY DISK
 GC0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0782_STAMPING: 6-22 1961
 GC0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0782+STABILITY: SURFACE MOTION
 GC0782
 GC0782  HISTORY     - Date     Condition        Report By
 GC0782  HISTORY     - 1961     MONUMENTED       TNHD
 GC0782
 GC0782                          STATION DESCRIPTION
 GC0782
 GC0782'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0782'2.4 MI N FROM MADISON.
 GC0782'FROM THE POST OFFICE IN MADISON, GO NORTH ON U.S. HIGHWAY 31E
 GC0782'FOR 2.35 MILES TO THE MARK ON THE LEFT.  THE MARK IS 60 FEET
 GC0782'WEST OF THE CENTERLINE ON U.S. 31E, 10 FEET SOUTH OF THE
 GC0782'CENTERLINE OF A DRIVEWAY, 3 FEET NORTH OF A TELEPHONE POLE.  THE
 GC0782'MARK IS A STANDARD TENNESSEE BENCH MARK DISK SET IN TOP OF A
 GC0782'10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0787 ***********************************************************************
 GC0787  DESIGNATION -  6 23
 GC0787  PID         -  GC0787
 GC0787  STATE/COUNTY-  TN/DAVIDSON
 GC0787  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0787
 GC0787                         *CURRENT SURVEY CONTROL
 GC0787  ___________________________________________________________________
 GC0787* NAD 83(1986)-  36 15 23.     (N)    086 42 52.     (W)     SCALED    
 GC0787* NAVD 88     -       148.542  (meters)     487.34   (feet)  ADJUSTED  
 GC0787  ___________________________________________________________________
 GC0787  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0787  DYNAMIC HT  -         148.416 (meters)     486.93  (feet)  COMP
 GC0787  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GC0787
 GC0787  VERT ORDER  -  SECOND    CLASS 0
 GC0787
 GC0787.The horizontal coordinates were scaled from a topographic map and have
 GC0787.an estimated accuracy of +/- 6 seconds.
 GC0787
 GC0787.The orthometric height was determined by differential leveling
 GC0787.and adjusted by the National Geodetic Survey in June 1991..
 GC0787
 GC0787.The geoid height was determined by GEOID03.
 GC0787
 GC0787.The dynamic height is computed by dividing the NAVD 88
 GC0787.geopotential number by the normal gravity value computed on the
 GC0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0787.degrees latitude (g = 980.6199 gals.).
 GC0787
 GC0787.The modeled gravity was interpolated from observed gravity values.
 GC0787
 GC0787;                    North         East    Units  Estimated Accuracy
 GC0787;SPC TN       -   213,600.      535,790.      MT  (+/- 180 meters Scaled)
 GC0787
 GC0787                          SUPERSEDED SURVEY CONTROL
 GC0787
 GC0787  NGVD 29 (??/??/92)  148.586  (m)          487.49   (f) ADJ UNCH    2 0
 GC0787
 GC0787.Superseded values are not recommended for survey control.
 GC0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0787.See file dsdata.txt to determine how the superseded data were derived.
 GC0787
 GC0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF256124(NAD 83)
 GC0787_MARKER: DD = SURVEY DISK
 GC0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0787_STAMPING: 6-23 1961
 GC0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0787+STABILITY: SURFACE MOTION
 GC0787
 GC0787  HISTORY     - Date     Condition        Report By
 GC0787  HISTORY     - 1961     MONUMENTED       TNHD
 GC0787
 GC0787                          STATION DESCRIPTION
 GC0787
 GC0787'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0787'IN MADISON.
 GC0787'FROM THE POST OFFICE IN MADISON, GO SOUTH ON U.S. HIGHWAY 31E
 GC0787'TO THE PRESBYTERIAN CHURCH ON THE RIGHT.  THE MARK IS LOCATED
 GC0787'40 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 4.5 FEET
 GC0787'SOUTH OF A HISTORICAL MARKER, 3.5 FEET NORTH OF A WITNESS POST,
 GC0787'AND 41 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS A STANDARD
 GC0787'TENNESSEE BENCH MARK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0787'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0797 ***********************************************************************
 GC0797  DESIGNATION -  6 24
 GC0797  PID         -  GC0797
 GC0797  STATE/COUNTY-  TN/DAVIDSON
 GC0797  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0797
 GC0797                         *CURRENT SURVEY CONTROL
 GC0797  ___________________________________________________________________
 GC0797* NAD 83(1986)-  36 13 33.     (N)    086 43 32.     (W)     SCALED    
 GC0797* NAVD 88     -       163.634  (meters)     536.86   (feet)  ADJUSTED  
 GC0797  ___________________________________________________________________
 GC0797  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0797  DYNAMIC HT  -         163.495 (meters)     536.40  (feet)  COMP
 GC0797  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 GC0797
 GC0797  VERT ORDER  -  SECOND    CLASS 0
 GC0797
 GC0797.The horizontal coordinates were scaled from a topographic map and have
 GC0797.an estimated accuracy of +/- 6 seconds.
 GC0797
 GC0797.The orthometric height was determined by differential leveling
 GC0797.and adjusted by the National Geodetic Survey in June 1991..
 GC0797
 GC0797.The geoid height was determined by GEOID03.
 GC0797
 GC0797.The dynamic height is computed by dividing the NAVD 88
 GC0797.geopotential number by the normal gravity value computed on the
 GC0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0797.degrees latitude (g = 980.6199 gals.).
 GC0797
 GC0797.The modeled gravity was interpolated from observed gravity values.
 GC0797
 GC0797;                    North         East    Units  Estimated Accuracy
 GC0797;SPC TN       -   210,220.      534,770.      MT  (+/- 180 meters Scaled)
 GC0797
 GC0797                          SUPERSEDED SURVEY CONTROL
 GC0797
 GC0797  NGVD 29 (??/??/92)  163.671  (m)          536.98   (f) ADJ UNCH    2 0
 GC0797
 GC0797.Superseded values are not recommended for survey control.
 GC0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0797.See file dsdata.txt to determine how the superseded data were derived.
 GC0797
 GC0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF246090(NAD 83)
 GC0797_MARKER: DD = SURVEY DISK
 GC0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0797_SP_SET: CURB
 GC0797_STAMPING: 6-24 1961
 GC0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0797
 GC0797  HISTORY     - Date     Condition        Report By
 GC0797  HISTORY     - 1961     MONUMENTED       TNHD
 GC0797
 GC0797                          STATION DESCRIPTION
 GC0797
 GC0797'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0797'2.3 MI S FROM MADISON.
 GC0797'FROM THE POST OFFICE IN MADISON, GO SOUTH ON U.S. HIGHWAY 31E
 GC0797'FOR 2.3 MILES TO THE INTERSECTION OF CALVERT STREET ON THE
 GC0797'RIGHT.  THE MARK IS LOCATED 36.5 FEET WEST OF THE CENTERLINE OF
 GC0797'U.S. HIGHWAY 31E, 57 FEET NORTH OF THE CENTERLINE OF CALVERT
 GC0797'STREET, AND 9.5 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS A
 GC0797'STANDARD TENNESSEE BENCH MARK CEMENTED IN A DRILLED HOLE IN
 GC0797'THE TOP OF A CURBING ABOUT 4.5 INCHES ABOVE U.S. HIGHWAY 31E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0802 ***********************************************************************
 GC0802  DESIGNATION -  6 25
 GC0802  PID         -  GC0802
 GC0802  STATE/COUNTY-  TN/DAVIDSON
 GC0802  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0802
 GC0802                         *CURRENT SURVEY CONTROL
 GC0802  ___________________________________________________________________
 GC0802* NAD 83(1986)-  36 11 44.     (N)    086 44 33.     (W)     SCALED    
 GC0802* NAVD 88     -       149.797  (meters)     491.46   (feet)  ADJUSTED  
 GC0802  ___________________________________________________________________
 GC0802  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0802  DYNAMIC HT  -         149.669 (meters)     491.04  (feet)  COMP
 GC0802  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC0802
 GC0802  VERT ORDER  -  SECOND    CLASS 0
 GC0802
 GC0802.The horizontal coordinates were scaled from a topographic map and have
 GC0802.an estimated accuracy of +/- 6 seconds.
 GC0802
 GC0802.The orthometric height was determined by differential leveling
 GC0802.and adjusted by the National Geodetic Survey in June 1991..
 GC0802
 GC0802.The geoid height was determined by GEOID03.
 GC0802
 GC0802.The dynamic height is computed by dividing the NAVD 88
 GC0802.geopotential number by the normal gravity value computed on the
 GC0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0802.degrees latitude (g = 980.6199 gals.).
 GC0802
 GC0802.The modeled gravity was interpolated from observed gravity values.
 GC0802
 GC0802;                    North         East    Units  Estimated Accuracy
 GC0802;SPC TN       -   206,870.      533,220.      MT  (+/- 180 meters Scaled)
 GC0802
 GC0802                          SUPERSEDED SURVEY CONTROL
 GC0802
 GC0802  NGVD 29 (??/??/92)  149.830  (m)          491.57   (f) ADJ UNCH    2 0
 GC0802
 GC0802.Superseded values are not recommended for survey control.
 GC0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0802.See file dsdata.txt to determine how the superseded data were derived.
 GC0802
 GC0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF231056(NAD 83)
 GC0802_MARKER: DD = SURVEY DISK
 GC0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0802_SP_SET: CURB
 GC0802_STAMPING: 6-25 1961
 GC0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0802
 GC0802  HISTORY     - Date     Condition        Report By
 GC0802  HISTORY     - 1961     MONUMENTED       TNHD
 GC0802  HISTORY     - 19870808 GOOD             LOCSUR
 GC0802
 GC0802                          STATION DESCRIPTION
 GC0802
 GC0802'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0802'4.6 MI S FROM MADISON.
 GC0802'FROM THE POST OFFICE AT MADISON, GO 4.65 MILES SOUTH ON U.S. 31E
 GC0802'TO A DRIVEWAY TO A SUPER MARKET PARKING LOT ON THE LEFT.  THE MARK
 GC0802'IS LOCATED 26 FEET EAST OF THE CENTERLINE OF U.S. 31E, 11.5 FEET
 GC0802'NORTH OF A TELEPHONE POLE, AND 4 INCHES SOUTH OF THE SOUTH CURB
 GC0802'OF THE DRIVEWAY.  THE MARK IS A STANDARD TENNESSEE BENCH MARK
 GC0802'DISK CEMENTED IN A DRILLED HOLE FLUSH WITH THE TOP OF THE CURB.
 GC0802
 GC0802                          STATION RECOVERY (1987)
 GC0802
 GC0802'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0808 ***********************************************************************
 GC0808  DESIGNATION -  6 26 RESET
 GC0808  PID         -  GC0808
 GC0808  STATE/COUNTY-  TN/DAVIDSON
 GC0808  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0808
 GC0808                         *CURRENT SURVEY CONTROL
 GC0808  ___________________________________________________________________
 GC0808* NAD 83(1986)-  36 10 29.     (N)    086 45 40.     (W)     SCALED    
 GC0808* NAVD 88     -       146.78   (+/-2cm)     481.6    (feet)  VERTCON   
 GC0808  ___________________________________________________________________
 GC0808  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0808
 GC0808  VERT ORDER  -  THIRD (See Below)
 GC0808
 GC0808.The horizontal coordinates were scaled from a topographic map and have
 GC0808.an estimated accuracy of +/- 6 seconds.
 GC0808
 GC0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0808.The vertical order pertains to the NGVD 29 superseded value.
 GC0808
 GC0808.The geoid height was determined by GEOID03.
 GC0808
 GC0808;                    North         East    Units  Estimated Accuracy
 GC0808;SPC TN       -   204,570.      531,530.      MT  (+/- 180 meters Scaled)
 GC0808
 GC0808                          SUPERSEDED SURVEY CONTROL
 GC0808
 GC0808  NGVD 29 (??/??/??)  146.80   (m)          481.6    (f) RESET       3  
 GC0808
 GC0808.Superseded values are not recommended for survey control.
 GC0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0808.See file dsdata.txt to determine how the superseded data were derived.
 GC0808
 GC0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF214033(NAD 83)
 GC0808_MARKER: DD = SURVEY DISK
 GC0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0808_SP_SET: CURB
 GC0808_STAMPING: 6-26 1961 RESET 1965
 GC0808_MARK LOGO: CGS   
 GC0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0808
 GC0808  HISTORY     - Date     Condition        Report By
 GC0808  HISTORY     - 1965     MONUMENTED       TNHD
 GC0808  HISTORY     - 19870808 GOOD             LOCSUR
 GC0808  HISTORY     - 20030218 MARK NOT FOUND   INDIV
 GC0808
 GC0808                          STATION DESCRIPTION
 GC0808
 GC0808'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0808'IN NASHVILLE.
 GC0808'FROM THE NORTHEAST END OF THE VICTORY MEMORIAL BRIDGE, CROSSING
 GC0808'THE CUMBERLAND RIVER, IN NASHVILLE, GO 0.6 MILE NORTH ON U.S.
 GC0808'HIGHWAY 31E TO 7TH STREET.  TURN RIGHT ON 7TH STREET AND GO 0.05
 GC0808'MILE TO THE MARK ON THE RIGHT.  THE MARK IS 18 FEET SOUTHWEST OF
 GC0808'THE APPROXIMATE CENTER OF SOUTH 7TH STREET, 18 FEET SOUTHEAST OF
 GC0808'UTILITY POLE NO. 8644, 10 FEET SOUTHEAST OF THE APPROXIMATE
 GC0808'CENTER OF AN ALLEY AND 10 FEET NORTHEAST OF A UTILITY POLE.  THE
 GC0808'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC0808'FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE CURBING ABOUT
 GC0808'5 INCHES HIGHER THAN THE STREET AND THE DISK IS STAMPED 6-26 1961
 GC0808'RESET 1965.
 GC0808
 GC0808                          STATION RECOVERY (1987)
 GC0808
 GC0808'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0808'RECOVERED IN GOOD CONDITION.
 GC0808
 GC0808                          STATION RECOVERY (2003)
 GC0808
 GC0808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KRS)
 GC0808'CURB IN AREA DESCRIBED IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0809 ***********************************************************************
 GC0809  DESIGNATION -  6 27
 GC0809  PID         -  GC0809
 GC0809  STATE/COUNTY-  TN/DAVIDSON
 GC0809  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0809
 GC0809                         *CURRENT SURVEY CONTROL
 GC0809  ___________________________________________________________________
 GC0809* NAD 83(1986)-  36 10 16.     (N)    086 46 12.     (W)     SCALED    
 GC0809* NAVD 88     -       130.358  (meters)     427.68   (feet)  ADJUSTED  
 GC0809  ___________________________________________________________________
 GC0809  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0809  DYNAMIC HT  -         130.246 (meters)     427.32  (feet)  COMP
 GC0809  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GC0809
 GC0809  VERT ORDER  -  SECOND    CLASS 0
 GC0809
 GC0809.The horizontal coordinates were scaled from a topographic map and have
 GC0809.an estimated accuracy of +/- 6 seconds.
 GC0809
 GC0809.The orthometric height was determined by differential leveling
 GC0809.and adjusted by the National Geodetic Survey in June 1991..
 GC0809
 GC0809.The geoid height was determined by GEOID03.
 GC0809
 GC0809.The dynamic height is computed by dividing the NAVD 88
 GC0809.geopotential number by the normal gravity value computed on the
 GC0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0809.degrees latitude (g = 980.6199 gals.).
 GC0809
 GC0809.The modeled gravity was interpolated from observed gravity values.
 GC0809
 GC0809;                    North         East    Units  Estimated Accuracy
 GC0809;SPC TN       -   204,170.      530,730.      MT  (+/- 180 meters Scaled)
 GC0809
 GC0809                          SUPERSEDED SURVEY CONTROL
 GC0809
 GC0809  NGVD 29 (??/??/92)  130.385  (m)          427.77   (f) ADJ UNCH    2 0
 GC0809
 GC0809.Superseded values are not recommended for survey control.
 GC0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0809.See file dsdata.txt to determine how the superseded data were derived.
 GC0809
 GC0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF206029(NAD 83)
 GC0809_MARKER: DD = SURVEY DISK
 GC0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0809_SP_SET: CURB
 GC0809_STAMPING: 6-27 1961
 GC0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0809
 GC0809  HISTORY     - Date     Condition        Report By
 GC0809  HISTORY     - 1961     MONUMENTED       TNHD
 GC0809
 GC0809                          STATION DESCRIPTION
 GC0809
 GC0809'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0809'AT NASHVILLE.
 GC0809'IN THE NORTHEAST APPROACH OF VICTORY MEMORIAL BRIDGE.  THE MARK
 GC0809'IS LOCATED 28.5 FEET NORTHWEST OF THE CENTERLINE OF U.S. 31E,
 GC0809'168.5 FEET WEST OF THE CENTERLINE OF NORTH 3RD ST., AND 18.5 FEET
 GC0809'NORTHEAST OF A STREET LIGHT POLE.  THE MARK IS A STANDARD
 GC0809'TENNESSEE BENCH MARK DISK CEMENTED IN A DRILLED HOLE IN THE TOP
 GC0809'OF THE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1949 ***********************************************************************
 GC1949  DESIGNATION -  6 27 RESET
 GC1949  PID         -  GC1949
 GC1949  STATE/COUNTY-  TN/DAVIDSON
 GC1949  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1949
 GC1949                         *CURRENT SURVEY CONTROL
 GC1949  ___________________________________________________________________
 GC1949* NAD 83(1986)-  36 10 16.     (N)    086 46 12.     (W)     SCALED    
 GC1949* NAVD 88     -       130.59   (meters)     428.4    (feet)  RESET     
 GC1949  ___________________________________________________________________
 GC1949  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1949
 GC1949  VERT ORDER  -  THIRD
 GC1949
 GC1949.The horizontal coordinates were scaled from a topographic map and have
 GC1949.an estimated accuracy of +/- 6 seconds.
 GC1949
 GC1949.The orthometric height was computed from unverified reset data.
 GC1949.No vertical observational check was made to the station.
 GC1949
 GC1949.The geoid height was determined by GEOID03.
 GC1949
 GC1949;                    North         East    Units  Estimated Accuracy
 GC1949;SPC TN       -   204,170.      530,730.      MT  (+/- 180 meters Scaled)
 GC1949
 GC1949                          SUPERSEDED SURVEY CONTROL
 GC1949
 GC1949  NGVD 29 (10/12/01)  130.62   (m)          428.5    (f) RESET       3  
 GC1949
 GC1949.Superseded values are not recommended for survey control.
 GC1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1949.See file dsdata.txt to determine how the superseded data were derived.
 GC1949
 GC1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF206029(NAD 83)
 GC1949_MARKER: DB = BENCH MARK DISK
 GC1949_SETTING: 0 = UNSPECIFIED SETTING
 GC1949_STAMPING: 6 27 THD RESET 1978
 GC1949_MARK LOGO: NGS   
 GC1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1949
 GC1949  HISTORY     - Date     Condition        Report By
 GC1949  HISTORY     - 1978     MONUMENTED       NGS
 GC1949
 GC1949                          STATION DESCRIPTION
 GC1949
 GC1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GC1949'IN NASHVILLE.
 GC1949'NEAR THE NORTH APPROACH TO THE VICTORY MEMORIAL BRIDGE, ABOUT 400
 GC1949'FEET SOUTHWEST OF INTERSTATE HIGHWAY 65, 42 FEET SOUTHWEST OF A
 GC1949'METAL LIGHT POST, 8 FEET NORTHWEST OF NORTHWEST CURB OF MAIN STREET,
 GC1949'1 FOOT NORTHWEST OF NORTHWEST EDGE OF SIDEWALK, 88 FEET EAST OF A
 GC1949'POWER POLE AND 36 FEET SOUTHEAST OF THE CENTERLINE OF A CONCRETE
 GC1949'STREET, IN TOP OF A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
 GC1949'THE MARK IS 1 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0101 ***********************************************************************
 GC0101  DESIGNATION -  6 3
 GC0101  PID         -  GC0101
 GC0101  STATE/COUNTY-  TN/SUMNER
 GC0101  USGS QUAD   -  WESTMORELAND (1979)
 GC0101
 GC0101                         *CURRENT SURVEY CONTROL
 GC0101  ___________________________________________________________________
 GC0101* NAD 83(1986)-  36 34 34.     (N)    086 14 25.     (W)     SCALED    
 GC0101* NAVD 88     -       290.558  (meters)     953.27   (feet)  ADJUSTED  
 GC0101  ___________________________________________________________________
 GC0101  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0101  DYNAMIC HT  -         290.321 (meters)     952.49  (feet)  COMP
 GC0101  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GC0101
 GC0101  VERT ORDER  -  SECOND    CLASS 0
 GC0101
 GC0101.The horizontal coordinates were scaled from a topographic map and have
 GC0101.an estimated accuracy of +/- 6 seconds.
 GC0101
 GC0101.The orthometric height was determined by differential leveling
 GC0101.and adjusted by the National Geodetic Survey in June 1991..
 GC0101
 GC0101.The geoid height was determined by GEOID03.
 GC0101
 GC0101.The dynamic height is computed by dividing the NAVD 88
 GC0101.geopotential number by the normal gravity value computed on the
 GC0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0101.degrees latitude (g = 980.6199 gals.).
 GC0101
 GC0101.The modeled gravity was interpolated from observed gravity values.
 GC0101
 GC0101;                    North         East    Units  Estimated Accuracy
 GC0101;SPC TN       -   248,870.      578,490.      MT  (+/- 180 meters Scaled)
 GC0101
 GC0101                          SUPERSEDED SURVEY CONTROL
 GC0101
 GC0101  NGVD 29 (??/??/92)  290.653  (m)          953.58   (f) ADJ UNCH    2 0
 GC0101
 GC0101.Superseded values are not recommended for survey control.
 GC0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0101.See file dsdata.txt to determine how the superseded data were derived.
 GC0101
 GC0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF679481(NAD 83)
 GC0101_MARKER: DD = SURVEY DISK
 GC0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0101_STAMPING: 6-3 1961
 GC0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0101+STABILITY: SURFACE MOTION
 GC0101
 GC0101  HISTORY     - Date     Condition        Report By
 GC0101  HISTORY     - 1961     MONUMENTED       TNHD
 GC0101
 GC0101                          STATION DESCRIPTION
 GC0101
 GC0101'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0101'1.2 MI N FROM WESTMORELAND.
 GC0101'FROM THE SOUTH END OF THE R.R. STATION AT WESTMORELAND, GO
 GC0101'1.16 MILES NORTH ALONG PLEASANT GROVE ROAD TO A DRIVEWAY ON
 GC0101'THE RIGHT AT THE GOLDEN SPEARS RESIDENCE IN 1961.  THE
 GC0101'MARK IS LOCATED 250 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC0101'A LARGE FRAME HOUSE, 1 FOOT EAST OF A NORTH-SOUTH WOVEN WIRE
 GC0101'FENCE, 22 FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND
 GC0101'1.1 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0101'BENCH MARK DISK SET IN A 10 INCH CONCRETE POST FLUSH WITH THE
 GC0101'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0110 ***********************************************************************
 GC0110  DESIGNATION -  6 4
 GC0110  PID         -  GC0110
 GC0110  STATE/COUNTY-  TN/SUMNER
 GC0110  USGS QUAD   -  WESTMORELAND (1979)
 GC0110
 GC0110                         *CURRENT SURVEY CONTROL
 GC0110  ___________________________________________________________________
 GC0110* NAD 83(1986)-  36 33 38.     (N)    086 14 23.     (W)     SCALED    
 GC0110* NAVD 88     -       290.157  (meters)     951.96   (feet)  ADJUSTED  
 GC0110  ___________________________________________________________________
 GC0110  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC0110  DYNAMIC HT  -         289.921 (meters)     951.18  (feet)  COMP
 GC0110  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 GC0110
 GC0110  VERT ORDER  -  SECOND    CLASS 0
 GC0110
 GC0110.The horizontal coordinates were scaled from a topographic map and have
 GC0110.an estimated accuracy of +/- 6 seconds.
 GC0110
 GC0110.The orthometric height was determined by differential leveling
 GC0110.and adjusted by the National Geodetic Survey in June 1991..
 GC0110
 GC0110.The geoid height was determined by GEOID03.
 GC0110
 GC0110.The dynamic height is computed by dividing the NAVD 88
 GC0110.geopotential number by the normal gravity value computed on the
 GC0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0110.degrees latitude (g = 980.6199 gals.).
 GC0110
 GC0110.The modeled gravity was interpolated from observed gravity values.
 GC0110
 GC0110;                    North         East    Units  Estimated Accuracy
 GC0110;SPC TN       -   247,140.      578,540.      MT  (+/- 180 meters Scaled)
 GC0110
 GC0110                          SUPERSEDED SURVEY CONTROL
 GC0110
 GC0110  NGVD 29 (??/??/92)  290.252  (m)          952.27   (f) ADJ UNCH    2 0
 GC0110
 GC0110.Superseded values are not recommended for survey control.
 GC0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0110.See file dsdata.txt to determine how the superseded data were derived.
 GC0110
 GC0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF680463(NAD 83)
 GC0110_MARKER: DR = REFERENCE MARK DISK
 GC0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0110_STAMPING: 6-4 1961
 GC0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0110+STABILITY: SURFACE MOTION
 GC0110
 GC0110  HISTORY     - Date     Condition        Report By
 GC0110  HISTORY     - 1961     MONUMENTED       TNHD
 GC0110
 GC0110                          STATION DESCRIPTION
 GC0110
 GC0110'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0110'0.6 MI NE FROM WESTMORELAND.
 GC0110'FROM THE SOUTH END OF THE R.R. STATION AT WESTMORELAND, GO
 GC0110'SOUTHEAST ALONG STATE ROUTE 52 FOR 0.3 MILES TO A PAVED ROAD
 GC0110'TO THE LEFT.  TURN LEFT, AND GO NORTH 0.1 MILES TO A T INTERSECTION.
 GC0110'TURN RIGHT AND GO 0.15 MILES.  THE MARK IS LOCATED 42.5 FEET
 GC0110'NORTHWEST OF NORTHWEST CORNER OF GREEN SHINGLED HOUSE, 17.5
 GC0110'FEET SOUTHWEST OF POWER POLE, 26 FEET SOUTH OF CENTERLINE OF
 GC0110'ASPHALT ROAD, 8.7 FEET WEST OF A WITNESS POST.  THE MARK IS A
 GC0110'STANDARD TENNESSEE BENCH MARK SET IN A 10 INCH CONCRETE POST
 GC0110'ABOUT 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0115 ***********************************************************************
 GC0115  DESIGNATION -  6 5
 GC0115  PID         -  GC0115
 GC0115  STATE/COUNTY-  TN/SUMNER
 GC0115  USGS QUAD   -  WESTMORELAND (1979)
 GC0115
 GC0115                         *CURRENT SURVEY CONTROL
 GC0115  ___________________________________________________________________
 GC0115* NAD 83(1986)-  36 33 43.     (N)    086 14 50.     (W)     SCALED    
 GC0115* NAVD 88     -       288.292  (meters)     945.84   (feet)  ADJUSTED  
 GC0115  ___________________________________________________________________
 GC0115  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0115  DYNAMIC HT  -         288.057 (meters)     945.07  (feet)  COMP
 GC0115  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GC0115
 GC0115  VERT ORDER  -  SECOND    CLASS 0
 GC0115
 GC0115.The horizontal coordinates were scaled from a topographic map and have
 GC0115.an estimated accuracy of +/- 6 seconds.
 GC0115
 GC0115.The orthometric height was determined by differential leveling
 GC0115.and adjusted by the National Geodetic Survey in June 1991..
 GC0115
 GC0115.The geoid height was determined by GEOID03.
 GC0115
 GC0115.The dynamic height is computed by dividing the NAVD 88
 GC0115.geopotential number by the normal gravity value computed on the
 GC0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0115.degrees latitude (g = 980.6199 gals.).
 GC0115
 GC0115.The modeled gravity was interpolated from observed gravity values.
 GC0115
 GC0115;                    North         East    Units  Estimated Accuracy
 GC0115;SPC TN       -   247,300.      577,870.      MT  (+/- 180 meters Scaled)
 GC0115
 GC0115                          SUPERSEDED SURVEY CONTROL
 GC0115
 GC0115  NGVD 29 (??/??/92)  288.383  (m)          946.14   (f) ADJ UNCH    2 0
 GC0115
 GC0115.Superseded values are not recommended for survey control.
 GC0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0115.See file dsdata.txt to determine how the superseded data were derived.
 GC0115
 GC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF673465(NAD 83)
 GC0115_MARKER: DD = SURVEY DISK
 GC0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0115_STAMPING: 6-5 1961
 GC0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0115+STABILITY: SURFACE MOTION
 GC0115
 GC0115  HISTORY     - Date     Condition        Report By
 GC0115  HISTORY     - 1961     MONUMENTED       TNHD
 GC0115
 GC0115                          STATION DESCRIPTION
 GC0115
 GC0115'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0115'1.5 MI S FROM WESTMORELAND.
 GC0115'FROM THE SOUTH END OF THE R.R. STATION AT WESTMORELAND, GO
 GC0115'0.16 MILES EAST ALONG STATE ROUTE 52 TO A PAVED ROAD RIGHT,
 GC0115'TURN RIGHT AND GO 1.25 MILES TO THE MARK ON THE RIGHT.  THE
 GC0115'MARK IS LOCATED 120 FEET EAST OF A BARN, 63 FEET SOUTH OF CENTERLINE
 GC0115'OF GRAVEL ROAD, 31 FEET SOUTHEAST OF A 14 INCH CEDAR TREE AND
 GC0115'1.3 FEET WEST OF WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0115'BENCH MARK SET IN A 10 INCH CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0120 ***********************************************************************
 GC0120  DESIGNATION -  6 6
 GC0120  PID         -  GC0120
 GC0120  STATE/COUNTY-  TN/SUMNER
 GC0120  USGS QUAD   -  WESTMORELAND (1979)
 GC0120
 GC0120                         *CURRENT SURVEY CONTROL
 GC0120  ___________________________________________________________________
 GC0120* NAD 83(1986)-  36 32 02.     (N)    086 14 47.     (W)     SCALED    
 GC0120* NAVD 88     -       199.773  (meters)     655.42   (feet)  ADJUSTED  
 GC0120  ___________________________________________________________________
 GC0120  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC0120  DYNAMIC HT  -         199.610 (meters)     654.89  (feet)  COMP
 GC0120  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 GC0120
 GC0120  VERT ORDER  -  SECOND    CLASS 0
 GC0120
 GC0120.The horizontal coordinates were scaled from a topographic map and have
 GC0120.an estimated accuracy of +/- 6 seconds.
 GC0120
 GC0120.The orthometric height was determined by differential leveling
 GC0120.and adjusted by the National Geodetic Survey in June 1991..
 GC0120
 GC0120.The geoid height was determined by GEOID03.
 GC0120
 GC0120.The dynamic height is computed by dividing the NAVD 88
 GC0120.geopotential number by the normal gravity value computed on the
 GC0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0120.degrees latitude (g = 980.6199 gals.).
 GC0120
 GC0120.The modeled gravity was interpolated from observed gravity values.
 GC0120
 GC0120;                    North         East    Units  Estimated Accuracy
 GC0120;SPC TN       -   244,180.      577,940.      MT  (+/- 180 meters Scaled)
 GC0120
 GC0120                          SUPERSEDED SURVEY CONTROL
 GC0120
 GC0120  NGVD 29 (??/??/92)  199.860  (m)          655.71   (f) ADJ UNCH    2 0
 GC0120
 GC0120.Superseded values are not recommended for survey control.
 GC0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0120.See file dsdata.txt to determine how the superseded data were derived.
 GC0120
 GC0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF674434(NAD 83)
 GC0120_MARKER: DD = SURVEY DISK
 GC0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0120_STAMPING: 6-6 1961
 GC0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0120+STABILITY: SURFACE MOTION
 GC0120
 GC0120  HISTORY     - Date     Condition        Report By
 GC0120  HISTORY     - 1961     MONUMENTED       TNHD
 GC0120
 GC0120                          STATION DESCRIPTION
 GC0120
 GC0120'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0120'2.6 MI S FROM WESTMORELAND.
 GC0120'FROM THE SOUTH END OF THE RR STATION IN WESTMORELAND, GO EAST
 GC0120'ALONG STATE ROUTE 52 FOR 0.16 MILE TO A PAVED ROAD RIGHT.  TURN
 GC0120'RIGHT AND GO SOUTH FOR 1.11 MILES TO A GRAVELED ROAD RIGHT.
 GC0120'TURN RIGHT AND GO SOUTH FOR 1.05 MILES TO THE MARK ON THE RIGHT
 GC0120'AT A DRIVEWAY.  THE DRIVEWAY FORDS A CREEK AND THE MARK IS 82
 GC0120'FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 29 FEET
 GC0120'SOUTHWEST OF THE DRIVEWAY, 16 FEET WEST OF THE WEST BANK OF THE
 GC0120'CREEK, 1 FOOT EAST OF A NORTH-SOUTH BARBED WIRE FENCE AND 1.1
 GC0120'FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0120'BENCH MARK IN A 10-INCH CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0121 ***********************************************************************
 GC0121  DESIGNATION -  6 7
 GC0121  PID         -  GC0121
 GC0121  STATE/COUNTY-  TN/SUMNER
 GC0121  USGS QUAD   -  TURNERS STATION (1979)
 GC0121
 GC0121                         *CURRENT SURVEY CONTROL
 GC0121  ___________________________________________________________________
 GC0121* NAD 83(1986)-  36 31 20.     (N)    086 15 36.     (W)     SCALED    
 GC0121* NAVD 88     -       182.034  (meters)     597.22   (feet)  ADJUSTED  
 GC0121  ___________________________________________________________________
 GC0121  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0121  DYNAMIC HT  -         181.887 (meters)     596.74  (feet)  COMP
 GC0121  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GC0121
 GC0121  VERT ORDER  -  SECOND    CLASS 0
 GC0121
 GC0121.The horizontal coordinates were scaled from a topographic map and have
 GC0121.an estimated accuracy of +/- 6 seconds.
 GC0121
 GC0121.The orthometric height was determined by differential leveling
 GC0121.and adjusted by the National Geodetic Survey in June 1991..
 GC0121
 GC0121.The geoid height was determined by GEOID03.
 GC0121
 GC0121.The dynamic height is computed by dividing the NAVD 88
 GC0121.geopotential number by the normal gravity value computed on the
 GC0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0121.degrees latitude (g = 980.6199 gals.).
 GC0121
 GC0121.The modeled gravity was interpolated from observed gravity values.
 GC0121
 GC0121;                    North         East    Units  Estimated Accuracy
 GC0121;SPC TN       -   242,890.      576,710.      MT  (+/- 180 meters Scaled)
 GC0121
 GC0121                          SUPERSEDED SURVEY CONTROL
 GC0121
 GC0121  NGVD 29 (??/??/92)  182.118  (m)          597.50   (f) ADJ UNCH    2 0
 GC0121
 GC0121.Superseded values are not recommended for survey control.
 GC0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0121.See file dsdata.txt to determine how the superseded data were derived.
 GC0121
 GC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF662421(NAD 83)
 GC0121_MARKER: DD = SURVEY DISK
 GC0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0121_STAMPING: 6-7 1961
 GC0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0121+STABILITY: SURFACE MOTION
 GC0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0121+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 GC0121
 GC0121  HISTORY     - Date     Condition        Report By
 GC0121  HISTORY     - 1961     MONUMENTED       TNHD
 GC0121  HISTORY     - 20020520 GOOD             TNDT
 GC0121
 GC0121                          STATION DESCRIPTION
 GC0121
 GC0121'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0121'2 MI N FROM BRANSFORD.
 GC0121'FROM THE INTERSECTION OF U.S. HIGHWAY 231 AND U.S. HIGHWAY 31E
 GC0121'AT BRANSFORD, GO 1.5 MILES NORTH ALONG U.S. HIGHWAY 31E TO A
 GC0121'GRAVELED ROAD RIGHT.  TURN RIGHT AND GO 0.5 MILE TO THE MARK
 GC0121'ON THE LEFT.  THE MARK IS LOCATED 34 FEET NORTHWEST OF THE
 GC0121'CENTERLINE OF THE GRAVELED ROAD, 28 FEET EAST OF THE
 GC0121'CENTERLINE OF A TRACK ROAD, 6.5 FEET EAST OF A 3 FOOT COTTONWOOD
 GC0121'TREE, AND 1.4 FEET SOUTH OF A WITNESS POST.  THE MARK IS A
 GC0121'STANDARD TENNESSEE BENCH MARK SET IN TOP OF A 10-INCH SQUARE,
 GC0121'CONCRETE POST FLUSH WITH THE GROUND.
 GC0121
 GC0121                          STATION RECOVERY (2002)
 GC0121
 GC0121'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0316 ***********************************************************************
 GC0316  DESIGNATION -  6 8
 GC0316  PID         -  GC0316
 GC0316  STATE/COUNTY-  TN/SUMNER
 GC0316  USGS QUAD   -  BETHPAGE (1994)
 GC0316
 GC0316                         *CURRENT SURVEY CONTROL
 GC0316  ___________________________________________________________________
 GC0316* NAD 83(1986)-  36 29 46.     (N)    086 17 25.     (W)     SCALED    
 GC0316* NAVD 88     -       170.110  (meters)     558.10   (feet)  ADJUSTED  
 GC0316  ___________________________________________________________________
 GC0316  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0316  DYNAMIC HT  -         169.973 (meters)     557.65  (feet)  COMP
 GC0316  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 GC0316
 GC0316  VERT ORDER  -  SECOND    CLASS 0
 GC0316
 GC0316.The horizontal coordinates were scaled from a topographic map and have
 GC0316.an estimated accuracy of +/- 6 seconds.
 GC0316
 GC0316.The orthometric height was determined by differential leveling
 GC0316.and adjusted by the National Geodetic Survey in June 1991..
 GC0316
 GC0316.The geoid height was determined by GEOID03.
 GC0316
 GC0316.The dynamic height is computed by dividing the NAVD 88
 GC0316.geopotential number by the normal gravity value computed on the
 GC0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0316.degrees latitude (g = 980.6199 gals.).
 GC0316
 GC0316.The modeled gravity was interpolated from observed gravity values.
 GC0316
 GC0316;                    North         East    Units  Estimated Accuracy
 GC0316;SPC TN       -   240,000.      573,990.      MT  (+/- 180 meters Scaled)
 GC0316
 GC0316                          SUPERSEDED SURVEY CONTROL
 GC0316
 GC0316  NGVD 29 (??/??/92)  170.190  (m)          558.37   (f) ADJ UNCH    2 0
 GC0316
 GC0316.Superseded values are not recommended for survey control.
 GC0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0316.See file dsdata.txt to determine how the superseded data were derived.
 GC0316
 GC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF635392(NAD 83)
 GC0316_MARKER: DB = BENCH MARK DISK
 GC0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0316_STAMPING: 6-8 1961
 GC0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0316+STABILITY: SURFACE MOTION
 GC0316
 GC0316  HISTORY     - Date     Condition        Report By
 GC0316  HISTORY     - 1961     MONUMENTED       TNHD
 GC0316
 GC0316                          STATION DESCRIPTION
 GC0316
 GC0316'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0316'1.8 MI W FROM BRANSFORD.
 GC0316'FROM THE INTERSECTION OF U.S. HIGHWAY 31E AND U.S. HIGHWAY 231
 GC0316'AT BRANSFORD, GO WEST ON U.S. HIGHWAY 31E FOR 1.8 MILES TO A
 GC0316'CONCRETE CULVERT.  THE MARK IS LOCATED 22 FEET SOUTH OF THE
 GC0316'CENTERLINE OF U.S. HIGHWAY 31E, 50.5 FEET WEST OF THE WEST WALL
 GC0316'OF A CONCRETE CULVERT, 35.5 FEET WEST OF A TELEPHONE POLE AND
 GC0316'1.8 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 GC0316'TENNESSEE BENCH MARK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0316'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0321 ***********************************************************************
 GC0321  DESIGNATION -  6 9
 GC0321  PID         -  GC0321
 GC0321  STATE/COUNTY-  TN/SUMNER
 GC0321  USGS QUAD   -  BETHPAGE (1994)
 GC0321
 GC0321                         *CURRENT SURVEY CONTROL
 GC0321  ___________________________________________________________________
 GC0321* NAD 83(1986)-  36 28 38.     (N)    086 19 26.     (W)     SCALED    
 GC0321* NAVD 88     -       189.481  (meters)     621.66   (feet)  ADJUSTED  
 GC0321  ___________________________________________________________________
 GC0321  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0321  DYNAMIC HT  -         189.329 (meters)     621.16  (feet)  COMP
 GC0321  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GC0321
 GC0321  VERT ORDER  -  SECOND    CLASS 0
 GC0321
 GC0321.The horizontal coordinates were scaled from a topographic map and have
 GC0321.an estimated accuracy of +/- 6 seconds.
 GC0321
 GC0321.The orthometric height was determined by differential leveling
 GC0321.and adjusted by the National Geodetic Survey in June 1991..
 GC0321
 GC0321.The geoid height was determined by GEOID03.
 GC0321
 GC0321.The dynamic height is computed by dividing the NAVD 88
 GC0321.geopotential number by the normal gravity value computed on the
 GC0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0321.degrees latitude (g = 980.6199 gals.).
 GC0321
 GC0321.The modeled gravity was interpolated from observed gravity values.
 GC0321
 GC0321;                    North         East    Units  Estimated Accuracy
 GC0321;SPC TN       -   237,920.      570,970.      MT  (+/- 180 meters Scaled)
 GC0321
 GC0321                          SUPERSEDED SURVEY CONTROL
 GC0321
 GC0321  NGVD 29 (??/??/92)  189.564  (m)          621.93   (f) ADJ UNCH    2 0
 GC0321
 GC0321.Superseded values are not recommended for survey control.
 GC0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0321.See file dsdata.txt to determine how the superseded data were derived.
 GC0321
 GC0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF605370(NAD 83)
 GC0321_MARKER: DD = SURVEY DISK
 GC0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0321_STAMPING: 6-9 1961
 GC0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0321+STABILITY: SURFACE MOTION
 GC0321
 GC0321  HISTORY     - Date     Condition        Report By
 GC0321  HISTORY     - 1961     MONUMENTED       TNHD
 GC0321
 GC0321                          STATION DESCRIPTION
 GC0321
 GC0321'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0321'9 MI S FROM BETHPAGE.
 GC0321'FROM THE U.S. POST OFFICE AT BETHPAGE, GO 0.9 MILES SOUTH ON U.S.
 GC0321'31E TO A DRIVEWAY RIGHT.  THE MARK IS LOCATED 34 FEET WEST OF
 GC0321'CENTERLINE OF U.S. 31E, 31.5 FEET NORTHEAST OF THE CENTERLINE OF
 GC0321'THE DRIVEWAY, 8 FEET NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE,
 GC0321'2.0 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0321'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH CONCRETE
 GC0321'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1070 ***********************************************************************
 FD1070  DESIGNATION -  6 A 1
 FD1070  PID         -  FD1070
 FD1070  STATE/COUNTY-  TN/LAWRENCE
 FD1070  USGS QUAD   -  ST JOSEPH (1976)
 FD1070
 FD1070                         *CURRENT SURVEY CONTROL
 FD1070  ___________________________________________________________________
 FD1070* NAD 83(1986)-  35 02 05.     (N)    087 30 15.     (W)     SCALED    
 FD1070* NAVD 88     -       240.302  (meters)     788.39   (feet)  ADJUSTED  
 FD1070  ___________________________________________________________________
 FD1070  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1070  DYNAMIC HT  -         240.073 (meters)     787.64  (feet)  COMP
 FD1070  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 FD1070
 FD1070  VERT ORDER  -  FIRST     CLASS II
 FD1070
 FD1070.The horizontal coordinates were scaled from a topographic map and have
 FD1070.an estimated accuracy of +/- 6 seconds.
 FD1070
 FD1070.The orthometric height was determined by differential leveling
 FD1070.and adjusted by the National Geodetic Survey in June 1991..
 FD1070
 FD1070.The geoid height was determined by GEOID03.
 FD1070
 FD1070.The dynamic height is computed by dividing the NAVD 88
 FD1070.geopotential number by the normal gravity value computed on the
 FD1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1070.degrees latitude (g = 980.6199 gals.).
 FD1070
 FD1070.The modeled gravity was interpolated from observed gravity values.
 FD1070
 FD1070;                    North         East    Units  Estimated Accuracy
 FD1070;SPC TN       -    78,880.      462,750.      MT  (+/- 180 meters Scaled)
 FD1070
 FD1070                          SUPERSEDED SURVEY CONTROL
 FD1070
 FD1070  NGVD 29 (??/??/92)  240.268  (m)          788.28   (f) ADJ UNCH    1 2
 FD1070
 FD1070.Superseded values are not recommended for survey control.
 FD1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1070.See file dsdata.txt to determine how the superseded data were derived.
 FD1070
 FD1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD540770(NAD 83)
 FD1070_MARKER: DD = SURVEY DISK
 FD1070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1070_STAMPING: 6 A 1 1962
 FD1070_MARK LOGO: TNHD  
 FD1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1070+STABILITY: SURFACE MOTION
 FD1070
 FD1070  HISTORY     - Date     Condition        Report By
 FD1070  HISTORY     - 1962     MONUMENTED       TNHD
 FD1070  HISTORY     - 1983     GOOD             NGS
 FD1070  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD1070
 FD1070                          STATION DESCRIPTION
 FD1070
 FD1070'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1070'1 MI N FROM ST JOSEPH.
 FD1070'FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 43 IN
 FD1070'ST. JOSEPH, GO NORTH FOR 1.0 MILE TO THE MARK ON THE RIGHT.  THE
 FD1070'MARK IS 28 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 6 FEET
 FD1070'NORTH OF A GUY WIRE POLE AND 6 FEET WEST OF A FENCE.  THE MARK
 FD1070'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 FD1070'IN A DRILLED HOLE IN THE EAST HEADWALL OF A ROUND CULVERT, 1.2
 FD1070'FEET FROM THE NORTH END AND ABOUT 1 FOOT BELOW THE PAVEMENT.
 FD1070
 FD1070                          STATION RECOVERY (1983)
 FD1070
 FD1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1070'RECOVERED IN GOOD CONDITION.  NOTE, ACROSS HIGHWAY AND EAST OF A
 FD1070'TEXACO SERVICE STATION.
 FD1070
 FD1070                          STATION RECOVERY (2002)
 FD1070
 FD1070'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0911 ***********************************************************************
 FD0911  DESIGNATION -  6 A 10 RESET
 FD0911  PID         -  FD0911
 FD0911  STATE/COUNTY-  TN/LAWRENCE
 FD0911  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0911
 FD0911                         *CURRENT SURVEY CONTROL
 FD0911  ___________________________________________________________________
 FD0911* NAD 83(1986)-  35 12 28.     (N)    087 20 23.     (W)     SCALED    
 FD0911* NAVD 88     -       286.395  (meters)     939.61   (feet)  ADJUSTED  
 FD0911  ___________________________________________________________________
 FD0911  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0911  DYNAMIC HT  -         286.121 (meters)     938.72  (feet)  COMP
 FD0911  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 FD0911
 FD0911  VERT ORDER  -  FIRST     CLASS II
 FD0911
 FD0911.The horizontal coordinates were scaled from a topographic map and have
 FD0911.an estimated accuracy of +/- 6 seconds.
 FD0911
 FD0911.The orthometric height was determined by differential leveling
 FD0911.and adjusted by the National Geodetic Survey in June 1991..
 FD0911
 FD0911.The geoid height was determined by GEOID03.
 FD0911
 FD0911.The dynamic height is computed by dividing the NAVD 88
 FD0911.geopotential number by the normal gravity value computed on the
 FD0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0911.degrees latitude (g = 980.6199 gals.).
 FD0911
 FD0911.The modeled gravity was interpolated from observed gravity values.
 FD0911
 FD0911;                    North         East    Units  Estimated Accuracy
 FD0911;SPC TN       -    97,860.      478,010.      MT  (+/- 180 meters Scaled)
 FD0911
 FD0911                          SUPERSEDED SURVEY CONTROL
 FD0911
 FD0911.No superseded survey control is available for this station.
 FD0911
 FD0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD690961(NAD 83)
 FD0911_MARKER: DB = BENCH MARK DISK
 FD0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0911_STAMPING: 6 A-10 RESET 1974
 FD0911_MARK LOGO: NGS   
 FD0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0911+STABILITY: SURFACE MOTION
 FD0911
 FD0911  HISTORY     - Date     Condition        Report By
 FD0911  HISTORY     - 1974     MONUMENTED       NGS
 FD0911  HISTORY     - 1983     GOOD             NGS
 FD0911
 FD0911                          STATION DESCRIPTION
 FD0911
 FD0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FD0911'2.3 MI S FROM LAWRENCEBURG.
 FD0911'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0911'IN LAWRENCEBURG, GO SOUTHERLY ON U.S. HIGHWAY 43 FOR 2.3 MILES
 FD0911'TO THE MARK IN A PINE THICKET ON THE RIGHT.  THE MARK IS 111 FEET
 FD0911'SOUTH OF A 16-INCH POPLAR TREE, 70 FEET WEST OF THE APPROXIMATE
 FD0911'CENTER OF U.S. HIGHWAY 43, 3 FEET WEST OF THE WEST RIGHT-OF-WAY
 FD0911'LINE AND 1.3 FEET NORTH OF A METAL WITNESS POST AND SIGN.  THE
 FD0911'MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK SET IN THE TOP
 FD0911'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0911
 FD0911                          STATION RECOVERY (1983)
 FD0911
 FD0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0911'RECOVERED IN GOOD CONDITION.  NOTE, ABOUT 76.2 METERS (250.0 FT)
 FD0911'SOUTH-SOUTHWEST OF THE SOUTH END OF THE WEST METAL GUARD RAIL OF THE
 FD0911'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0912 ***********************************************************************
 FD0912  DESIGNATION -  6 A 11
 FD0912  PID         -  FD0912
 FD0912  STATE/COUNTY-  TN/LAWRENCE
 FD0912  USGS QUAD   -  ETHRIDGE (1988)
 FD0912
 FD0912                         *CURRENT SURVEY CONTROL
 FD0912  ___________________________________________________________________
 FD0912* NAD 83(1986)-  35 15 24.     (N)    087 19 31.     (W)     SCALED    
 FD0912* NAVD 88     -       281.568  (meters)     923.78   (feet)  ADJUSTED  
 FD0912  ___________________________________________________________________
 FD0912  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0912  DYNAMIC HT  -         281.300 (meters)     922.90  (feet)  COMP
 FD0912  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FD0912
 FD0912  VERT ORDER  -  SECOND    CLASS 0
 FD0912
 FD0912.The horizontal coordinates were scaled from a topographic map and have
 FD0912.an estimated accuracy of +/- 6 seconds.
 FD0912
 FD0912.The orthometric height was determined by differential leveling
 FD0912.and adjusted by the National Geodetic Survey in June 1991..
 FD0912
 FD0912.The geoid height was determined by GEOID03.
 FD0912
 FD0912.The dynamic height is computed by dividing the NAVD 88
 FD0912.geopotential number by the normal gravity value computed on the
 FD0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0912.degrees latitude (g = 980.6199 gals.).
 FD0912
 FD0912.The modeled gravity was interpolated from observed gravity values.
 FD0912
 FD0912;                    North         East    Units  Estimated Accuracy
 FD0912;SPC TN       -   103,260.      479,400.      MT  (+/- 180 meters Scaled)
 FD0912
 FD0912                          SUPERSEDED SURVEY CONTROL
 FD0912
 FD0912  NGVD 29 (??/??/92)  281.529  (m)          923.65   (f) ADJ UNCH    2 0
 FD0912
 FD0912.Superseded values are not recommended for survey control.
 FD0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0912.See file dsdata.txt to determine how the superseded data were derived.
 FD0912
 FD0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE704015(NAD 83)
 FD0912_MARKER: DD = SURVEY DISK
 FD0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0912_SP_SET: SIDEWALK
 FD0912_STAMPING: 6 A-11 1962
 FD0912_MARK LOGO: TNHD  
 FD0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0912
 FD0912  HISTORY     - Date     Condition        Report By
 FD0912  HISTORY     - 1962     MONUMENTED       TNHD
 FD0912  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0912
 FD0912                          STATION DESCRIPTION
 FD0912
 FD0912'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0912'1.2 MI N FROM LAWRENCEBURG.
 FD0912'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64
 FD0912'IN LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 1.2 MILES TO
 FD0912'THE INTERSECTION OF WEEKLY CREEK ROAD.  THE MARK IS 38 FEET
 FD0912'WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 26 FEET SOUTHWEST OF
 FD0912'THE CENTERLINE OF WEEKLY CREEK ROAD, 2 FEET EAST OF A TELEPHONE
 FD0912'POLE AND CEMENTED IN A DRILLED HOLE IN THE SOUTHWEST CORNER OF
 FD0912'THE INTERSECTION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0912'DEPARTMENT DISK LOCATED IN A RAISED PORTION OF THE SIDEWALK.
 FD0912
 FD0912                          STATION RECOVERY (1983)
 FD0912
 FD0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0912'NOT RECOVERED, POSSIBLY A NEW CURB HAS BEEN CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0917 ***********************************************************************
 FD0917  DESIGNATION -  6 A 12
 FD0917  PID         -  FD0917
 FD0917  STATE/COUNTY-  TN/LAWRENCE
 FD0917  USGS QUAD   -  ETHRIDGE (1988)
 FD0917
 FD0917                         *CURRENT SURVEY CONTROL
 FD0917  ___________________________________________________________________
 FD0917* NAD 83(1986)-  35 17 48.     (N)    087 18 26.     (W)     SCALED    
 FD0917* NAVD 88     -       286.743  (meters)     940.76   (feet)  ADJUSTED  
 FD0917  ___________________________________________________________________
 FD0917  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FD0917  DYNAMIC HT  -         286.472 (meters)     939.87  (feet)  COMP
 FD0917  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 FD0917
 FD0917  VERT ORDER  -  FIRST     CLASS II
 FD0917
 FD0917.The horizontal coordinates were scaled from a topographic map and have
 FD0917.an estimated accuracy of +/- 6 seconds.
 FD0917
 FD0917.The orthometric height was determined by differential leveling
 FD0917.and adjusted by the National Geodetic Survey in June 1991..
 FD0917
 FD0917.The geoid height was determined by GEOID03.
 FD0917
 FD0917.The dynamic height is computed by dividing the NAVD 88
 FD0917.geopotential number by the normal gravity value computed on the
 FD0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0917.degrees latitude (g = 980.6199 gals.).
 FD0917
 FD0917.The modeled gravity was interpolated from observed gravity values.
 FD0917
 FD0917;                    North         East    Units  Estimated Accuracy
 FD0917;SPC TN       -   107,680.      481,100.      MT  (+/- 180 meters Scaled)
 FD0917
 FD0917                          SUPERSEDED SURVEY CONTROL
 FD0917
 FD0917  NGVD 29 (??/??/92)  286.711  (m)          940.65   (f) ADJ UNCH    1 2
 FD0917
 FD0917.Superseded values are not recommended for survey control.
 FD0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0917.See file dsdata.txt to determine how the superseded data were derived.
 FD0917
 FD0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE720059(NAD 83)
 FD0917_MARKER: DD = SURVEY DISK
 FD0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0917_STAMPING: 6 A-12 1962
 FD0917_MARK LOGO: TNHD  
 FD0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0917+STABILITY: SURFACE MOTION
 FD0917
 FD0917  HISTORY     - Date     Condition        Report By
 FD0917  HISTORY     - 1962     MONUMENTED       TNHD
 FD0917  HISTORY     - 1983     GOOD             NGS
 FD0917
 FD0917                          STATION DESCRIPTION
 FD0917
 FD0917'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0917'4.2 MI N FROM LAWRENCEBURG.
 FD0917'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0917'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 4.2 MILES TO THE
 FD0917'MARK ON THE RIGHT.  THE MARK IS 28 FEET SOUTHEAST OF THE CENTERLINE
 FD0917'OF U.S. HIGHWAY 43, 62 FEET SOUTH OF A DRIVEWAY AT A BRICK
 FD0917'RESIDENCE, 2 FEET SOUTHEAST OF POWER POLE NO. 306 AND 3.5 FEET
 FD0917'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FD0917'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FD0917'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0917
 FD0917                          STATION RECOVERY (1983)
 FD0917
 FD0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0917'RECOVERED IN GOOD CONDITION.  NOTE, 0.6 METER (2.0 FT) EAST OF
 FD0917'POWERLINE POLE NUMBER 306.
 FD0917'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 FD0917'THE MARK IS 0.31 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0918 ***********************************************************************
 FD0918  DESIGNATION -  6 A 13
 FD0918  PID         -  FD0918
 FD0918  STATE/COUNTY-  TN/LAWRENCE
 FD0918  USGS QUAD   -  ETHRIDGE (1988)
 FD0918
 FD0918                         *CURRENT SURVEY CONTROL
 FD0918  ___________________________________________________________________
 FD0918* NAD 83(1986)-  35 18 35.     (N)    087 18 06.     (W)     SCALED    
 FD0918* NAVD 88     -       280.774  (meters)     921.17   (feet)  ADJUSTED  
 FD0918  ___________________________________________________________________
 FD0918  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0918  DYNAMIC HT  -         280.509 (meters)     920.30  (feet)  COMP
 FD0918  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FD0918
 FD0918  VERT ORDER  -  FIRST     CLASS II
 FD0918
 FD0918.The horizontal coordinates were scaled from a topographic map and have
 FD0918.an estimated accuracy of +/- 6 seconds.
 FD0918
 FD0918.The orthometric height was determined by differential leveling
 FD0918.and adjusted by the National Geodetic Survey in June 1991..
 FD0918
 FD0918.The geoid height was determined by GEOID03.
 FD0918
 FD0918.The dynamic height is computed by dividing the NAVD 88
 FD0918.geopotential number by the normal gravity value computed on the
 FD0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0918.degrees latitude (g = 980.6199 gals.).
 FD0918
 FD0918.The modeled gravity was interpolated from observed gravity values.
 FD0918
 FD0918;                    North         East    Units  Estimated Accuracy
 FD0918;SPC TN       -   109,120.      481,630.      MT  (+/- 180 meters Scaled)
 FD0918
 FD0918                          SUPERSEDED SURVEY CONTROL
 FD0918
 FD0918  NGVD 29 (??/??/92)  280.744  (m)          921.07   (f) ADJ UNCH    1 2
 FD0918
 FD0918.Superseded values are not recommended for survey control.
 FD0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0918.See file dsdata.txt to determine how the superseded data were derived.
 FD0918
 FD0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE725074(NAD 83)
 FD0918_MARKER: DD = SURVEY DISK
 FD0918_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0918_STAMPING: 6 A-13 1962
 FD0918_MARK LOGO: TNHD  
 FD0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0918+STABILITY: SURFACE MOTION
 FD0918
 FD0918  HISTORY     - Date     Condition        Report By
 FD0918  HISTORY     - 1962     MONUMENTED       TNHD
 FD0918  HISTORY     - 1983     GOOD             NGS
 FD0918
 FD0918                          STATION DESCRIPTION
 FD0918
 FD0918'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0918'5.2 MI N FROM LAWRENCEBURG.
 FD0918'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0918'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 5.2 MILES TO THE
 FD0918'MARK ON THE RIGHT.  THE MARK IS 21 FEET EAST OF THE CENTERLINE
 FD0918'OF U.S. HIGHWAY 43, 70 FEET SOUTH OF POWER POLE 290, 21 FEET
 FD0918'SOUTHWEST OF A 6-INCH HICKORY TREE AND IS A STANDARD TENNESSEE
 FD0918'HIGHWAY DEPARTMENT DISK LOCATED IN A DRILLED HOLE IN THE NORTHEAST
 FD0918'WINGWALL AT THE NORTH END OF A SMALL CONCRETE BRIDGE.
 FD0918
 FD0918                          STATION RECOVERY (1983)
 FD0918
 FD0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0924 ***********************************************************************
 FD0924  DESIGNATION -  6 A 15
 FD0924  PID         -  FD0924
 FD0924  STATE/COUNTY-  TN/LAWRENCE
 FD0924  USGS QUAD   -  ETHRIDGE (1988)
 FD0924
 FD0924                         *CURRENT SURVEY CONTROL
 FD0924  ___________________________________________________________________
 FD0924* NAD 83(1986)-  35 20 58.     (N)    087 16 53.     (W)     SCALED    
 FD0924* NAVD 88     -       306.500  (meters)    1005.58   (feet)  ADJUSTED  
 FD0924  ___________________________________________________________________
 FD0924  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0924  DYNAMIC HT  -         306.212 (meters)    1004.63  (feet)  COMP
 FD0924  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 FD0924
 FD0924  VERT ORDER  -  FIRST     CLASS II
 FD0924
 FD0924.The horizontal coordinates were scaled from a topographic map and have
 FD0924.an estimated accuracy of +/- 6 seconds.
 FD0924
 FD0924.The orthometric height was determined by differential leveling
 FD0924.and adjusted by the National Geodetic Survey in June 1991..
 FD0924
 FD0924.The geoid height was determined by GEOID03.
 FD0924
 FD0924.The dynamic height is computed by dividing the NAVD 88
 FD0924.geopotential number by the normal gravity value computed on the
 FD0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0924.degrees latitude (g = 980.6199 gals.).
 FD0924
 FD0924.The modeled gravity was interpolated from observed gravity values.
 FD0924
 FD0924;                    North         East    Units  Estimated Accuracy
 FD0924;SPC TN       -   113,500.      483,530.      MT  (+/- 180 meters Scaled)
 FD0924
 FD0924                          SUPERSEDED SURVEY CONTROL
 FD0924
 FD0924  NGVD 29 (??/??/92)  306.459  (m)         1005.44   (f) ADJ UNCH    1 2
 FD0924
 FD0924.Superseded values are not recommended for survey control.
 FD0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0924.See file dsdata.txt to determine how the superseded data were derived.
 FD0924
 FD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE744118(NAD 83)
 FD0924_MARKER: DD = SURVEY DISK
 FD0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0924_STAMPING: 6 A 15 1962
 FD0924_MARK LOGO: TNHD  
 FD0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0924+STABILITY: SURFACE MOTION
 FD0924
 FD0924  HISTORY     - Date     Condition        Report By
 FD0924  HISTORY     - 1962     MONUMENTED       TNHD
 FD0924  HISTORY     - 1983     GOOD             NGS
 FD0924
 FD0924                          STATION DESCRIPTION
 FD0924
 FD0924'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0924'8.2 MI N FROM LAWRENCEBURG.
 FD0924'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0924'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 8.2 MILES TO THE
 FD0924'MARK ON THE LEFT.  THE MARK IS 33 FEET WEST OF THE CENTERLINE OF
 FD0924'U.S. HIGHWAY 43, 2 FEET NORTHWEST OF A TELEPHONE POLE, 6 FEET
 FD0924'SOUTHEAST OF A BARBED WIRE FENCE, 100 FEET SOUTHWEST OF A 4-FOOT,
 FD0924'CONCRETE CULVERT, 260 FEET NORTH OF THE INTERSECTION OF W. EDAN
 FD0924'ROAD AND 2.5 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0924'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FD0924'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0924
 FD0924                          STATION RECOVERY (1983)
 FD0924
 FD0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0924'RECOVERED IN GOOD CONDITION.  NOTE, 0.61 METERS (2.0 FT) WEST OF
 FD0924'POWERLINE POLE NUMBER C 38 AND A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0925 ***********************************************************************
 FD0925  DESIGNATION -  6 A 16
 FD0925  PID         -  FD0925
 FD0925  STATE/COUNTY-  TN/LAWRENCE
 FD0925  USGS QUAD   -  ETHRIDGE (1988)
 FD0925
 FD0925                         *CURRENT SURVEY CONTROL
 FD0925  ___________________________________________________________________
 FD0925* NAD 83(1986)-  35 21 49.     (N)    087 16 26.     (W)     SCALED    
 FD0925* NAVD 88     -       304.237  (meters)     998.15   (feet)  ADJUSTED  
 FD0925  ___________________________________________________________________
 FD0925  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0925  DYNAMIC HT  -         303.952 (meters)     997.22  (feet)  COMP
 FD0925  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 FD0925
 FD0925  VERT ORDER  -  FIRST     CLASS II
 FD0925
 FD0925.The horizontal coordinates were scaled from a topographic map and have
 FD0925.an estimated accuracy of +/- 6 seconds.
 FD0925
 FD0925.The orthometric height was determined by differential leveling
 FD0925.and adjusted by the National Geodetic Survey in June 1991..
 FD0925
 FD0925.The geoid height was determined by GEOID03.
 FD0925
 FD0925.The dynamic height is computed by dividing the NAVD 88
 FD0925.geopotential number by the normal gravity value computed on the
 FD0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0925.degrees latitude (g = 980.6199 gals.).
 FD0925
 FD0925.The modeled gravity was interpolated from observed gravity values.
 FD0925
 FD0925;                    North         East    Units  Estimated Accuracy
 FD0925;SPC TN       -   115,060.      484,230.      MT  (+/- 180 meters Scaled)
 FD0925
 FD0925                          SUPERSEDED SURVEY CONTROL
 FD0925
 FD0925  NGVD 29 (??/??/92)  304.197  (m)          998.02   (f) ADJ UNCH    1 2
 FD0925
 FD0925.Superseded values are not recommended for survey control.
 FD0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0925.See file dsdata.txt to determine how the superseded data were derived.
 FD0925
 FD0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE751134(NAD 83)
 FD0925_MARKER: DD = SURVEY DISK
 FD0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0925_STAMPING: 6 A 16 1962
 FD0925_MARK LOGO: TNHD  
 FD0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0925+STABILITY: SURFACE MOTION
 FD0925
 FD0925  HISTORY     - Date     Condition        Report By
 FD0925  HISTORY     - 1962     MONUMENTED       TNHD
 FD0925  HISTORY     - 1983     GOOD             NGS
 FD0925
 FD0925                          STATION DESCRIPTION
 FD0925
 FD0925'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0925'9.3 MI N FROM LAWRENCEBURG.
 FD0925'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0925'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 9.3 MILES TO THE
 FD0925'MARK ON THE RIGHT.  THE MARK IS 26 FEET EAST OF THE CENTERLINE
 FD0925'OF U.S. HIGHWAY 43, 4.5 FEET SOUTH EAST OF POWER POLE NO. 226 AND
 FD0925'2.3 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0925'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 FD0925'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND AND LOCATED IN
 FD0925'A ROW OF PINE TREES.
 FD0925
 FD0925                          STATION RECOVERY (1983)
 FD0925
 FD0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0925'RECOVERED IN GOOD CONDITION.  NOTE, 1.2 METERS (4.0 FT) SOUTH OF A
 FD0925'POWERLINE POLE, AND 0.91 METERS (3.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0930 ***********************************************************************
 FD0930  DESIGNATION -  6 A 17
 FD0930  PID         -  FD0930
 FD0930  STATE/COUNTY-  TN/LAWRENCE
 FD0930  USGS QUAD   -  SUMMERTOWN (1976)
 FD0930
 FD0930                         *CURRENT SURVEY CONTROL
 FD0930  ___________________________________________________________________
 FD0930* NAD 83(1986)-  35 23 43.     (N)    087 16 38.     (W)     SCALED    
 FD0930* NAVD 88     -       275.948  (meters)     905.34   (feet)  ADJUSTED  
 FD0930  ___________________________________________________________________
 FD0930  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0930  DYNAMIC HT  -         275.691 (meters)     904.50  (feet)  COMP
 FD0930  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 FD0930
 FD0930  VERT ORDER  -  FIRST     CLASS II
 FD0930
 FD0930.The horizontal coordinates were scaled from a topographic map and have
 FD0930.an estimated accuracy of +/- 6 seconds.
 FD0930
 FD0930.The orthometric height was determined by differential leveling
 FD0930.and adjusted by the National Geodetic Survey in June 1991..
 FD0930
 FD0930.The geoid height was determined by GEOID03.
 FD0930
 FD0930.The dynamic height is computed by dividing the NAVD 88
 FD0930.geopotential number by the normal gravity value computed on the
 FD0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0930.degrees latitude (g = 980.6199 gals.).
 FD0930
 FD0930.The modeled gravity was interpolated from observed gravity values.
 FD0930
 FD0930;                    North         East    Units  Estimated Accuracy
 FD0930;SPC TN       -   118,580.      483,970.      MT  (+/- 180 meters Scaled)
 FD0930
 FD0930                          SUPERSEDED SURVEY CONTROL
 FD0930
 FD0930  NGVD 29 (??/??/92)  275.919  (m)          905.24   (f) ADJ UNCH    1 2
 FD0930
 FD0930.Superseded values are not recommended for survey control.
 FD0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0930.See file dsdata.txt to determine how the superseded data were derived.
 FD0930
 FD0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE748169(NAD 83)
 FD0930_MARKER: DD = SURVEY DISK
 FD0930_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0930_STAMPING: 6 A 17 1962
 FD0930_MARK LOGO: TNHD  
 FD0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0930+STABILITY: SURFACE MOTION
 FD0930
 FD0930  HISTORY     - Date     Condition        Report By
 FD0930  HISTORY     - 1962     MONUMENTED       TNHD
 FD0930  HISTORY     - 1983     POOR             NGS
 FD0930
 FD0930                          STATION DESCRIPTION
 FD0930
 FD0930'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0930'11.6 MI N FROM LAWRENCEBURG.
 FD0930'FROM THE INTERSECTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0930'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 11.6 MILES TO THE
 FD0930'MARK ON THE RIGHT.  THE MARK IS 28 FEET EAST OF THE CENTERLINE OF
 FD0930'U.S. HIGHWAY 43, 32 FEET SOUTHWEST OF A 10-INCH WALNUT TREE, 60
 FD0930'FEET SOUTH OF POWER POLE NO. 50 AND 78 FEET NORTH OF THE
 FD0930'CENTERLINE OF A DRIVEWAY.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0930'DEPARTMENT DISK LOCATED IN THE CENTER OF EAST HEADWALL OF A
 FD0930'CONCRETE CULVERT AND ABOUT 2 FEET BELOW THE PAVEMENT.
 FD0930
 FD0930                          STATION RECOVERY (1983)
 FD0930
 FD0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0930'RECOVERED IN POOR CONDITION.  NOTE, 18.3 KM (11.4 MI) NORTH ALONG
 FD0930'U.S. HIGHWAY 43 FROM THE JUNCTION OF U.S. HIGHWAY 64 IN LAWRENCEBURG
 FD0930'TO THE MARK ON THE RIGHT.  NOTE, POWERLINE POLE 50 HAS BEEN MOVED, NEW
 FD0930'MEASUREMENTS FOLLOW, 17.83 METERS (58.5 FT) SOUTHWEST OF THE
 FD0930'POWERLINE POLE NUMBER 71.
 FD0930'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0882 ***********************************************************************
 FD0882  DESIGNATION -  6 A 2
 FD0882  PID         -  FD0882
 FD0882  STATE/COUNTY-  TN/LAWRENCE
 FD0882  USGS QUAD   -  LORETTO (1976)
 FD0882
 FD0882                         *CURRENT SURVEY CONTROL
 FD0882  ___________________________________________________________________
 FD0882* NAD 83(1986)-  35 02 44.     (N)    087 29 39.     (W)     SCALED    
 FD0882* NAVD 88     -       244.181  (meters)     801.12   (feet)  ADJUSTED  
 FD0882  ___________________________________________________________________
 FD0882  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD0882  DYNAMIC HT  -         243.947 (meters)     800.35  (feet)  COMP
 FD0882  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FD0882
 FD0882  VERT ORDER  -  SECOND    CLASS 0
 FD0882
 FD0882.The horizontal coordinates were scaled from a topographic map and have
 FD0882.an estimated accuracy of +/- 6 seconds.
 FD0882
 FD0882.The orthometric height was determined by differential leveling
 FD0882.and adjusted by the National Geodetic Survey in June 1991..
 FD0882
 FD0882.The geoid height was determined by GEOID03.
 FD0882
 FD0882.The dynamic height is computed by dividing the NAVD 88
 FD0882.geopotential number by the normal gravity value computed on the
 FD0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0882.degrees latitude (g = 980.6199 gals.).
 FD0882
 FD0882.The modeled gravity was interpolated from observed gravity values.
 FD0882
 FD0882;                    North         East    Units  Estimated Accuracy
 FD0882;SPC TN       -    80,060.      463,680.      MT  (+/- 180 meters Scaled)
 FD0882
 FD0882                          SUPERSEDED SURVEY CONTROL
 FD0882
 FD0882  NGVD 29 (??/??/92)  244.145  (m)          801.00   (f) ADJ UNCH    2 0
 FD0882
 FD0882.Superseded values are not recommended for survey control.
 FD0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0882.See file dsdata.txt to determine how the superseded data were derived.
 FD0882
 FD0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD549782(NAD 83)
 FD0882_MARKER: DD = SURVEY DISK
 FD0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0882_SP_SET: CULVERT
 FD0882_STAMPING: 6 A-2 1962
 FD0882_MARK LOGO: TNHD  
 FD0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0882
 FD0882  HISTORY     - Date     Condition        Report By
 FD0882  HISTORY     - 1962     MONUMENTED       TNHD
 FD0882  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0882  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD0882
 FD0882                          STATION DESCRIPTION
 FD0882
 FD0882'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0882'1.1 MI N FROM ST JOSEPH.
 FD0882'FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 43 IN ST.
 FD0882'JOSEPH, GO NORTH FOR 1.1 MILE TO THE MARK ON THE RIGHT.  THE
 FD0882'MARK IS 29 FEET SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY 43,
 FD0882'43 FEET SOUTHWEST OF A FENCE CORNER AND IS A STANDARD TENNESSEE
 FD0882'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN THE NORTH HEADWALL
 FD0882'OF A ROUND CULVERT, 0.5 FEET FROM THE WEST END AND ABOUT 1 FOOT
 FD0882'LOWER THAN THE PAVEMENT.
 FD0882
 FD0882                          STATION RECOVERY (1983)
 FD0882
 FD0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0882'NOT RECOVERED, CULVERT NOT FOUND IN AREA OF DESCRIPTION.
 FD0882
 FD0882                          STATION RECOVERY (2002)
 FD0882
 FD0882'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0882'PRESUMABLY DESTROYED BY WIDENING OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0883 ***********************************************************************
 FD0883  DESIGNATION -  6 A 3
 FD0883  PID         -  FD0883
 FD0883  STATE/COUNTY-  TN/LAWRENCE
 FD0883  USGS QUAD   -  LORETTO (1976)
 FD0883
 FD0883                         *CURRENT SURVEY CONTROL
 FD0883  ___________________________________________________________________
 FD0883* NAD 83(1986)-  35 03 14.     (N)    087 28 55.     (W)     SCALED    
 FD0883* NAVD 88     -       257.834  (meters)     845.91   (feet)  ADJUSTED  
 FD0883  ___________________________________________________________________
 FD0883  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FD0883  DYNAMIC HT  -         257.587 (meters)     845.10  (feet)  COMP
 FD0883  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0883
 FD0883  VERT ORDER  -  FIRST     CLASS II
 FD0883
 FD0883.The horizontal coordinates were scaled from a topographic map and have
 FD0883.an estimated accuracy of +/- 6 seconds.
 FD0883
 FD0883.The orthometric height was determined by differential leveling
 FD0883.and adjusted by the National Geodetic Survey in June 1991..
 FD0883
 FD0883.The geoid height was determined by GEOID03.
 FD0883
 FD0883.The dynamic height is computed by dividing the NAVD 88
 FD0883.geopotential number by the normal gravity value computed on the
 FD0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0883.degrees latitude (g = 980.6199 gals.).
 FD0883
 FD0883.The modeled gravity was interpolated from observed gravity values.
 FD0883
 FD0883;                    North         East    Units  Estimated Accuracy
 FD0883;SPC TN       -    80,970.      464,800.      MT  (+/- 180 meters Scaled)
 FD0883
 FD0883                          SUPERSEDED SURVEY CONTROL
 FD0883
 FD0883  NGVD 29 (??/??/92)  257.797  (m)          845.79   (f) ADJ UNCH    1 2
 FD0883
 FD0883.Superseded values are not recommended for survey control.
 FD0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0883.See file dsdata.txt to determine how the superseded data were derived.
 FD0883
 FD0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD560791(NAD 83)
 FD0883_MARKER: DD = SURVEY DISK
 FD0883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0883_STAMPING: 6 A-3 1962
 FD0883_MARK LOGO: TNHD  
 FD0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0883+STABILITY: SURFACE MOTION
 FD0883
 FD0883  HISTORY     - Date     Condition        Report By
 FD0883  HISTORY     - 1962     MONUMENTED       TNHD
 FD0883  HISTORY     - 1983     GOOD             NGS
 FD0883  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD0883
 FD0883                          STATION DESCRIPTION
 FD0883
 FD0883'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0883'2.1 MI N FROM ST JOSEPH.
 FD0883'FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 43 IN ST.
 FD0883'JOSEPH, GO NORTH FOR 2.0 MILES TO THE MARK ON THE RIGHT.  THE
 FD0883'MARK IS 23 FEET SOUTHEAST OF CENTERLINE OF MILITARY ROAD AND IS A
 FD0883'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 FD0883'DRILLED HOLE IN THE EAST HEADWALL OF A ROUND CULVERT 0.5 FOOT
 FD0883'FROM THE NORTH END AND LEVEL WITH THE HIGHWAY.
 FD0883
 FD0883                          STATION RECOVERY (1983)
 FD0883
 FD0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0883'RECOVERED IN GOOD CONDITION.
 FD0883
 FD0883                          STATION RECOVERY (2002)
 FD0883
 FD0883'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0883'PRESUMABLY DESTROYED BY WIDENING OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0888 ***********************************************************************
 FD0888  DESIGNATION -  6 A 4
 FD0888  PID         -  FD0888
 FD0888  STATE/COUNTY-  TN/LAWRENCE
 FD0888  USGS QUAD   -  LORETTO (1976)
 FD0888
 FD0888                         *CURRENT SURVEY CONTROL
 FD0888  ___________________________________________________________________
 FD0888* NAD 83(1986)-  35 04 02.     (N)    087 27 11.     (W)     SCALED    
 FD0888* NAVD 88     -       255.919  (meters)     839.63   (feet)  ADJUSTED  
 FD0888  ___________________________________________________________________
 FD0888  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FD0888  DYNAMIC HT  -         255.674 (meters)     838.82  (feet)  COMP
 FD0888  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 FD0888
 FD0888  VERT ORDER  -  FIRST     CLASS II
 FD0888
 FD0888.The horizontal coordinates were scaled from a topographic map and have
 FD0888.an estimated accuracy of +/- 6 seconds.
 FD0888
 FD0888.The orthometric height was determined by differential leveling
 FD0888.and adjusted by the National Geodetic Survey in June 1991..
 FD0888.WARNING-Repeat measurements at this control monument indicate possible
 FD0888.vertical movement.
 FD0888
 FD0888.The geoid height was determined by GEOID03.
 FD0888
 FD0888.The dynamic height is computed by dividing the NAVD 88
 FD0888.geopotential number by the normal gravity value computed on the
 FD0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0888.degrees latitude (g = 980.6199 gals.).
 FD0888
 FD0888.The modeled gravity was interpolated from observed gravity values.
 FD0888
 FD0888;                    North         East    Units  Estimated Accuracy
 FD0888;SPC TN       -    82,410.      467,460.      MT  (+/- 180 meters Scaled)
 FD0888
 FD0888                          SUPERSEDED SURVEY CONTROL
 FD0888
 FD0888  NGVD 29 (??/??/92)  255.888  (m)          839.53   (f) ADJ UNCH    1 2
 FD0888
 FD0888.Superseded values are not recommended for survey control.
 FD0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0888.See file dsdata.txt to determine how the superseded data were derived.
 FD0888
 FD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD586805(NAD 83)
 FD0888_MARKER: DD = SURVEY DISK
 FD0888_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0888_STAMPING: 6 A-4
 FD0888_MARK LOGO: TNHD  
 FD0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0888+STABILITY: SURFACE MOTION
 FD0888
 FD0888  HISTORY     - Date     Condition        Report By
 FD0888  HISTORY     - UNK      MONUMENTED       TNHD
 FD0888  HISTORY     - 1962     GOOD             NGS
 FD0888  HISTORY     - 1983     GOOD             NGS
 FD0888  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD0888
 FD0888                          STATION DESCRIPTION
 FD0888
 FD0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0888'1 MI S FROM LORETTO.
 FD0888'FROM THE POST OFFICE IN LORETTO, GO SOUTH ON U.S. HIGHWAY 43 FOR
 FD0888'1.2 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 25 FEET NORTHWEST
 FD0888'OF THE CENTERLINE OF U.S. HIGHWAY 43, 62 FEET SOUTH OF A UTILITY
 FD0888'POLE AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 FD0888'FLUSH, IN THE TOP OF THE WEST HEADWALL OF A ROUND, CONCRETE
 FD0888'CULVERT 0.5 FEET FROM THE NORTH END AND LEVEL WITH THE PAVEMENT.
 FD0888
 FD0888                          STATION RECOVERY (1983)
 FD0888
 FD0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0888'RECOVERED IN GOOD CONDITION.  NOTE, ADD 9.1 METERS (30.0 FT) SOUTHWEST
 FD0888'OF THE SOUTHWEST ENTRANCE ROAD TO A SMALL ROADSIDE PICNIC TABLE AREA.
 FD0888
 FD0888                          STATION RECOVERY (2002)
 FD0888
 FD0888'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0888'PRESUMABLY DESTROYED BY WIDENING OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0889 ***********************************************************************
 FD0889  DESIGNATION -  6 A 5
 FD0889  PID         -  FD0889
 FD0889  STATE/COUNTY-  TN/LAWRENCE
 FD0889  USGS QUAD   -  LORETTO (1976)
 FD0889
 FD0889                         *CURRENT SURVEY CONTROL
 FD0889  ___________________________________________________________________
 FD0889* NAD 83(1986)-  35 05 27.     (N)    087 25 28.     (W)     SCALED    
 FD0889* NAVD 88     -       256.812  (meters)     842.56   (feet)  ADJUSTED  
 FD0889  ___________________________________________________________________
 FD0889  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD0889  DYNAMIC HT  -         256.567 (meters)     841.75  (feet)  COMP
 FD0889  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FD0889
 FD0889  VERT ORDER  -  FIRST     CLASS II
 FD0889
 FD0889.The horizontal coordinates were scaled from a topographic map and have
 FD0889.an estimated accuracy of +/- 6 seconds.
 FD0889
 FD0889.The orthometric height was determined by differential leveling
 FD0889.and adjusted by the National Geodetic Survey in June 1991..
 FD0889
 FD0889.The geoid height was determined by GEOID03.
 FD0889
 FD0889.The dynamic height is computed by dividing the NAVD 88
 FD0889.geopotential number by the normal gravity value computed on the
 FD0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0889.degrees latitude (g = 980.6199 gals.).
 FD0889
 FD0889.The modeled gravity was interpolated from observed gravity values.
 FD0889
 FD0889;                    North         East    Units  Estimated Accuracy
 FD0889;SPC TN       -    84,990.      470,110.      MT  (+/- 180 meters Scaled)
 FD0889
 FD0889                          SUPERSEDED SURVEY CONTROL
 FD0889
 FD0889  NGVD 29 (??/??/92)  256.783  (m)          842.46   (f) ADJ UNCH    1 2
 FD0889
 FD0889.Superseded values are not recommended for survey control.
 FD0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0889.See file dsdata.txt to determine how the superseded data were derived.
 FD0889
 FD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD613831(NAD 83)
 FD0889_MARKER: DD = SURVEY DISK
 FD0889_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0889_STAMPING: 6 A-5 1962
 FD0889_MARK LOGO: TNHD  
 FD0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0889+STABILITY: SURFACE MOTION
 FD0889
 FD0889  HISTORY     - Date     Condition        Report By
 FD0889  HISTORY     - 1962     MONUMENTED       TNHD
 FD0889  HISTORY     - 1983     GOOD             NGS
 FD0889  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD0889
 FD0889                          STATION DESCRIPTION
 FD0889
 FD0889'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0889'1 MI N FROM LORETTO.
 FD0889'FROM THE POST OFFICE IN LORETTO, GO NORTH ON U.S. HIGHWAY 43 FOR
 FD0889'1.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 22 FEET SOUTHEAST
 FD0889'OF THE CENTERLINE OF U.S. HIGHWAY 43, 19 FEET NORTHWEST OF A
 FD0889'FENCE CORNER AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0889'DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE EAST HEADWALL OF A
 FD0889'BOX CULVERT, 0.5 FOOT FROM THE NORTH END AND 3 INCHES ABOVE THE
 FD0889'PAVEMENT.
 FD0889
 FD0889                          STATION RECOVERY (1983)
 FD0889
 FD0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0889'RECOVERED IN GOOD CONDITION.  NOTE ADD 1.9 METERS (6.0 FT) NORTHEAST
 FD0889'OF A HIGHWAY SIGN STATING 250.00 FINE FOR LITTERING.
 FD0889
 FD0889                          STATION RECOVERY (2002)
 FD0889
 FD0889'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0889'PRESUMABLY DESTROYED BY WIDENING OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0898 ***********************************************************************
 FD0898  DESIGNATION -  6 A 6
 FD0898  PID         -  FD0898
 FD0898  STATE/COUNTY-  TN/LAWRENCE
 FD0898  USGS QUAD   -  LONG BRANCH (1976)
 FD0898
 FD0898                         *CURRENT SURVEY CONTROL
 FD0898  ___________________________________________________________________
 FD0898* NAD 83(1986)-  35 07 54.     (N)    087 22 48.     (W)     SCALED    
 FD0898* NAVD 88     -       273.952  (meters)     898.79   (feet)  ADJUSTED  
 FD0898  ___________________________________________________________________
 FD0898  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0898  DYNAMIC HT  -         273.690 (meters)     897.93  (feet)  COMP
 FD0898  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 FD0898
 FD0898  VERT ORDER  -  FIRST     CLASS II
 FD0898
 FD0898.The horizontal coordinates were scaled from a topographic map and have
 FD0898.an estimated accuracy of +/- 6 seconds.
 FD0898
 FD0898.The orthometric height was determined by differential leveling
 FD0898.and adjusted by the National Geodetic Survey in June 1991..
 FD0898
 FD0898.The geoid height was determined by GEOID03.
 FD0898
 FD0898.The dynamic height is computed by dividing the NAVD 88
 FD0898.geopotential number by the normal gravity value computed on the
 FD0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0898.degrees latitude (g = 980.6199 gals.).
 FD0898
 FD0898.The modeled gravity was interpolated from observed gravity values.
 FD0898
 FD0898;                    North         East    Units  Estimated Accuracy
 FD0898;SPC TN       -    89,460.      474,230.      MT  (+/- 180 meters Scaled)
 FD0898
 FD0898                          SUPERSEDED SURVEY CONTROL
 FD0898
 FD0898  NGVD 29 (??/??/92)  273.900  (m)          898.62   (f) ADJ UNCH    1 2
 FD0898
 FD0898.Superseded values are not recommended for survey control.
 FD0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0898.See file dsdata.txt to determine how the superseded data were derived.
 FD0898
 FD0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD653877(NAD 83)
 FD0898_MARKER: DD = SURVEY DISK
 FD0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0898_STAMPING: 6 A-6 1962
 FD0898_MARK LOGO: TNHD  
 FD0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0898+STABILITY: SURFACE MOTION
 FD0898
 FD0898  HISTORY     - Date     Condition        Report By
 FD0898  HISTORY     - 1962     MONUMENTED       TNHD
 FD0898  HISTORY     - 1983     GOOD             NGS
 FD0898
 FD0898                          STATION DESCRIPTION
 FD0898
 FD0898'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0898'3 MI S FROM LEOMA.
 FD0898'FROM THE POST OFFICE IN LEOMA, GO SOUTH ON U.S. HIGHWAY 43 FOR
 FD0898'2.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS 38 FEET SOUTHEAST
 FD0898'OF THE CENTERLINE OF U.S. HIGHWAY 43, 38 FEET SOUTHWEST OF THE
 FD0898'CENTERLINE OF SHACKLEFORD ROAD, 4 FEET SOUTHWEST OF A POWER POLE,
 FD0898'2 FEET NORTHWEST OF A FENCE AND 2 FEET SOUTHWEST OF A WITNESS
 FD0898'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0898'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0898'GROUND.
 FD0898
 FD0898                          STATION RECOVERY (1983)
 FD0898
 FD0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0898'RECOVERED IN GOOD CONDITION.  NOTE, 11.3 METERS (37.0 FT) SOUTHWEST OF
 FD0898'THE CENTER OF DIRT ROAD, 0.61 METERS (2.0 FT) SOUTHWEST OF A POWERLINE
 FD0898'POLE AND TELEPHONE JUNCTION BOX, AND 0.31 METERS (1.0 FT) WEST OF A
 FD0898'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0899 ***********************************************************************
 FD0899  DESIGNATION -  6 A 7
 FD0899  PID         -  FD0899
 FD0899  STATE/COUNTY-  TN/LAWRENCE
 FD0899  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0899
 FD0899                         *CURRENT SURVEY CONTROL
 FD0899  ___________________________________________________________________
 FD0899* NAD 83(1986)-  35 08 36.     (N)    087 21 57.     (W)     SCALED    
 FD0899* NAVD 88     -       269.281  (meters)     883.47   (feet)  ADJUSTED  
 FD0899  ___________________________________________________________________
 FD0899  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FD0899  DYNAMIC HT  -         269.022 (meters)     882.62  (feet)  COMP
 FD0899  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 FD0899
 FD0899  VERT ORDER  -  FIRST     CLASS II
 FD0899
 FD0899.The horizontal coordinates were scaled from a topographic map and have
 FD0899.an estimated accuracy of +/- 6 seconds.
 FD0899
 FD0899.The orthometric height was determined by differential leveling
 FD0899.and adjusted by the National Geodetic Survey in June 1991..
 FD0899
 FD0899.The geoid height was determined by GEOID03.
 FD0899
 FD0899.The dynamic height is computed by dividing the NAVD 88
 FD0899.geopotential number by the normal gravity value computed on the
 FD0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0899.degrees latitude (g = 980.6199 gals.).
 FD0899
 FD0899.The modeled gravity was interpolated from observed gravity values.
 FD0899
 FD0899;                    North         East    Units  Estimated Accuracy
 FD0899;SPC TN       -    90,740.      475,540.      MT  (+/- 180 meters Scaled)
 FD0899
 FD0899                          SUPERSEDED SURVEY CONTROL
 FD0899
 FD0899  NGVD 29 (??/??/92)  269.226  (m)          883.29   (f) ADJ UNCH    1 2
 FD0899
 FD0899.Superseded values are not recommended for survey control.
 FD0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0899.See file dsdata.txt to determine how the superseded data were derived.
 FD0899
 FD0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD666890(NAD 83)
 FD0899_MARKER: DD = SURVEY DISK
 FD0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0899_STAMPING: 6 A-7 1962
 FD0899_MARK LOGO: TNHD  
 FD0899_PROJECTION: RECESSED 10 CENTIMETERS
 FD0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0899+STABILITY: SURFACE MOTION
 FD0899
 FD0899  HISTORY     - Date     Condition        Report By
 FD0899  HISTORY     - 1962     MONUMENTED       TNHD
 FD0899  HISTORY     - 1983     GOOD             NGS
 FD0899
 FD0899                          STATION DESCRIPTION
 FD0899
 FD0899'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0899'1.7 MI S FROM LEOMA.
 FD0899'FROM THE POST OFFICE IN LEOMA, GO SOUTH ON U.S. HIGHWAY 43 FOR 1.7
 FD0899'MILES TO THE MARK ON THE LEFT.  THE MARK IS 49 FEET SOUTHEAST OF
 FD0899'THE CENTERLINE OF U.S. HIGHWAY 43, 15 FEET EAST OF POWER POLE
 FD0899'122, 2 FEET NORTHWEST OF A FENCE, 41 FEET SOUTHWEST OF CENTER OF
 FD0899'A GRAVEL ROAD, AND 2.0 FEET NORTH OF A WITNESS POST.  THE MARK
 FD0899'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0899'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0899
 FD0899                          STATION RECOVERY (1983)
 FD0899
 FD0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0899'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 2.3 KM
 FD0899'(1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD0899'LEOMA TO A GRAVEL ROAD LEADING SOUTHEAST AND THE MARK ON THE LEFT,
 FD0899'3.0 METERS (10.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL
 FD0899'ROAD, 6.1 METERS (20.0 FT) EAST-NORTHEAST OF A GUYED POWERLINE POLE,
 FD0899'0.61 METERS (2.0 FT) NORTHWEST OF A CORNER FENCE POST, 14.9 METERS
 FD0899'(49.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.57 METERS
 FD0899'(15.0 FT) EAST OF POWER POLE NUMBER 122, AND 12.50 METERS (41.0 FT)
 FD0899'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0904 ***********************************************************************
 FD0904  DESIGNATION -  6 A 8 RESET
 FD0904  PID         -  FD0904
 FD0904  STATE/COUNTY-  TN/LAWRENCE
 FD0904  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0904
 FD0904                         *CURRENT SURVEY CONTROL
 FD0904  ___________________________________________________________________
 FD0904* NAD 83(1986)-  35 10 04.     (N)    087 20 48.     (W)     SCALED    
 FD0904* NAVD 88     -       279.887  (meters)     918.26   (feet)  ADJUSTED  
 FD0904  ___________________________________________________________________
 FD0904  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FD0904  DYNAMIC HT  -         279.619 (meters)     917.38  (feet)  COMP
 FD0904  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 FD0904
 FD0904  VERT ORDER  -  FIRST     CLASS II
 FD0904
 FD0904.The horizontal coordinates were scaled from a topographic map and have
 FD0904.an estimated accuracy of +/- 6 seconds.
 FD0904
 FD0904.The orthometric height was determined by differential leveling
 FD0904.and adjusted by the National Geodetic Survey in June 1991..
 FD0904
 FD0904.The geoid height was determined by GEOID03.
 FD0904
 FD0904.The dynamic height is computed by dividing the NAVD 88
 FD0904.geopotential number by the normal gravity value computed on the
 FD0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0904.degrees latitude (g = 980.6199 gals.).
 FD0904
 FD0904.The modeled gravity was interpolated from observed gravity values.
 FD0904
 FD0904;                    North         East    Units  Estimated Accuracy
 FD0904;SPC TN       -    93,430.      477,320.      MT  (+/- 180 meters Scaled)
 FD0904
 FD0904                          SUPERSEDED SURVEY CONTROL
 FD0904
 FD0904.No superseded survey control is available for this station.
 FD0904
 FD0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD684917(NAD 83)
 FD0904_MARKER: DB = BENCH MARK DISK
 FD0904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0904_STAMPING: 6 A-8 RESET 1974
 FD0904_MARK LOGO: NGS   
 FD0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0904+STABILITY: SURFACE MOTION
 FD0904
 FD0904  HISTORY     - Date     Condition        Report By
 FD0904  HISTORY     - 1974     MONUMENTED       TNDT
 FD0904  HISTORY     - 1983     GOOD             NGS
 FD0904
 FD0904                          STATION DESCRIPTION
 FD0904
 FD0904'DESCRIBED BY TN DEPT OF TRANSP 1974
 FD0904'0.6 MI N FROM LEOMA.
 FD0904'FROM THE NEW POST OFFICE IN LEOMA AT THE JUNCTION OF U.S. HIGHWAY
 FD0904'43 AND STATE ROUTE 98, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 0.6
 FD0904'MILE TO A CONCRETE BOX CULVERT UNDER A DRIVE TO A RESIDENCE AND
 FD0904'THE MARK ON THE LEFT.  THE MARK IS 85 FEET EAST-SOUTHEAST OF THE
 FD0904'SOUTHEAST CORNER OF A RED BRICK HOUSE, 51 FEET WEST OF THE
 FD0904'APPROXIMATE CENTER OF U.S. HIGHWAY 43 AND 20 FEET NORTHEAST OF
 FD0904'A UTILITY POLE.  THE MARK IS A STANDARD NATIONAL GEODETIC SURVEY
 FD0904'BENCH MARK DISK CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF THE
 FD0904'EAST END OF THE SOUTH HEADWALL OF THE CULVERT.
 FD0904
 FD0904                          STATION RECOVERY (1983)
 FD0904
 FD0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0904'RECOVERED IN GOOD CONDITION.
 FD0904'THE MARK IS 0.31 M ABOVE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0906 ***********************************************************************
 FD0906  DESIGNATION -  6 A 9 RESET
 FD0906  PID         -  FD0906
 FD0906  STATE/COUNTY-  TN/LAWRENCE
 FD0906  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0906
 FD0906                         *CURRENT SURVEY CONTROL
 FD0906  ___________________________________________________________________
 FD0906* NAD 83(1986)-  35 10 50.     (N)    087 20 30.     (W)     SCALED    
 FD0906* NAVD 88     -       279.900  (meters)     918.31   (feet)  ADJUSTED  
 FD0906  ___________________________________________________________________
 FD0906  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FD0906  DYNAMIC HT  -         279.632 (meters)     917.43  (feet)  COMP
 FD0906  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 FD0906
 FD0906  VERT ORDER  -  FIRST     CLASS II
 FD0906
 FD0906.The horizontal coordinates were scaled from a topographic map and have
 FD0906.an estimated accuracy of +/- 6 seconds.
 FD0906
 FD0906.The orthometric height was determined by differential leveling
 FD0906.and adjusted by the National Geodetic Survey in June 1991..
 FD0906
 FD0906.The geoid height was determined by GEOID03.
 FD0906
 FD0906.The dynamic height is computed by dividing the NAVD 88
 FD0906.geopotential number by the normal gravity value computed on the
 FD0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0906.degrees latitude (g = 980.6199 gals.).
 FD0906
 FD0906.The modeled gravity was interpolated from observed gravity values.
 FD0906
 FD0906;                    North         East    Units  Estimated Accuracy
 FD0906;SPC TN       -    94,840.      477,790.      MT  (+/- 180 meters Scaled)
 FD0906
 FD0906                          SUPERSEDED SURVEY CONTROL
 FD0906
 FD0906.No superseded survey control is available for this station.
 FD0906
 FD0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD688931(NAD 83)
 FD0906_MARKER: DB = BENCH MARK DISK
 FD0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0906_STAMPING: 6 A-9 RESET 1974
 FD0906_MARK LOGO: NGS   
 FD0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0906+STABILITY: SURFACE MOTION
 FD0906
 FD0906  HISTORY     - Date     Condition        Report By
 FD0906  HISTORY     - 1974     MONUMENTED       TNDT
 FD0906  HISTORY     - 1983     GOOD             NGS
 FD0906
 FD0906                          STATION DESCRIPTION
 FD0906
 FD0906'DESCRIBED BY TN DEPT OF TRANSP 1974
 FD0906'1.5 MI N FROM LEOMA.
 FD0906'FROM THE NEW POST OFFICE IN LEOMA AT THE JUNCTION OF U.S. HIGHWAY
 FD0906'43 AND STATE ROUTE 98, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 1.5
 FD0906'MILES TO A BROWN SHINGLED HOUSE AND THE MARK ON THE RIGHT.  THE
 FD0906'MARK IS 58 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 43,
 FD0906'58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 2.4
 FD0906'FEET EAST OF A UTILITY POLE AND 1.8 FEET WEST OF A METAL WITNESS
 FD0906'POST AND SIGN.  THE MARK IS A STANDARD NATIONAL GEODETIC SURVEY
 FD0906'BENCH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FD0906'MONUMENT.
 FD0906
 FD0906                          STATION RECOVERY (1983)
 FD0906
 FD0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0906'RECOVERED IN GOOD CONDITION.  NOTE, 2.7 METERS (9.0 FT) EAST OF THE
 FD0906'EAST END OF A 24 INCH CONCRETE PIPE CULVERT HEADWALL, AND 7.0 METERS
 FD0906'(23.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE SOUTH ENTRANCE DRIVE
 FD0906'TO THE RESIDENCE OF MR. MANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0935 ***********************************************************************
 FD0935  DESIGNATION -  6 B 1
 FD0935  PID         -  FD0935
 FD0935  STATE/COUNTY-  TN/LAWRENCE
 FD0935  USGS QUAD   -  SUMMERTOWN (1976)
 FD0935
 FD0935                         *CURRENT SURVEY CONTROL
 FD0935  ___________________________________________________________________
 FD0935* NAD 83(1986)-  35 25 14.     (N)    087 16 54.     (W)     SCALED    
 FD0935* NAVD 88     -       295.887  (meters)     970.76   (feet)  ADJUSTED  
 FD0935  ___________________________________________________________________
 FD0935  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0935  DYNAMIC HT  -         295.612 (meters)     969.85  (feet)  COMP
 FD0935  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 FD0935
 FD0935  VERT ORDER  -  FIRST     CLASS II
 FD0935
 FD0935.The horizontal coordinates were scaled from a topographic map and have
 FD0935.an estimated accuracy of +/- 6 seconds.
 FD0935
 FD0935.The orthometric height was determined by differential leveling
 FD0935.and adjusted by the National Geodetic Survey in June 1991..
 FD0935
 FD0935.The geoid height was determined by GEOID03.
 FD0935
 FD0935.The dynamic height is computed by dividing the NAVD 88
 FD0935.geopotential number by the normal gravity value computed on the
 FD0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0935.degrees latitude (g = 980.6199 gals.).
 FD0935
 FD0935.The modeled gravity was interpolated from observed gravity values.
 FD0935
 FD0935;                    North         East    Units  Estimated Accuracy
 FD0935;SPC TN       -   121,390.      483,610.      MT  (+/- 180 meters Scaled)
 FD0935
 FD0935                          SUPERSEDED SURVEY CONTROL
 FD0935
 FD0935  NGVD 29 (??/??/92)  295.868  (m)          970.69   (f) ADJ UNCH    1 2
 FD0935
 FD0935.Superseded values are not recommended for survey control.
 FD0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0935.See file dsdata.txt to determine how the superseded data were derived.
 FD0935
 FD0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE744197(NAD 83)
 FD0935_MARKER: DD = SURVEY DISK
 FD0935_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0935_STAMPING: 6B 1 1963
 FD0935_MARK LOGO: TNHD  
 FD0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0935+STABILITY: SURFACE MOTION
 FD0935
 FD0935  HISTORY     - Date     Condition        Report By
 FD0935  HISTORY     - 1963     MONUMENTED       TNHD
 FD0935  HISTORY     - 1983     GOOD             NGS
 FD0935
 FD0935                          STATION DESCRIPTION
 FD0935
 FD0935'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0935'0.4 MI S FROM SUMMERTOWN.
 FD0935'FROM THE JUNCTION OF U.S. HIGHWAY 43 AND THE SOUTH INTERSECTION OF
 FD0935'STATE ROUTE 20 NEAR SUMMERTOWN, MAURY COUNTY, GO SOUTH ON U.S.
 FD0935'HIGHWAY 43 FOR 0.4 MILE TO THE MARK ON THE LEFT.  THE MARK IS 29 FEET
 FD0935'EAST OF U.S. HIGHWAY 43 AND 130 FEET SOUTH OF A 20-INCH OAK TREE.
 FD0935'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK LOCATED
 FD0935'IN EAST HEADWALL 6-INCHES FROM THE NORTH END OF A ROUND CULVERT.
 FD0935
 FD0935                          STATION RECOVERY (1983)
 FD0935
 FD0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0935'RECOVERED IN GOOD CONDITION.  NOTE, THE OAK TREE IS GONE AND A
 FD0935'DRIVEWAY HAS BEEN ADDED, 14.87 METERS (48.8 FT) SOUTH OF THE
 FD0935'APPROXIMATE CENTER OF THE DRIVEWAY.
 FD0935'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0782 ***********************************************************************
 FD0782  DESIGNATION -  6 B 10
 FD0782  PID         -  FD0782
 FD0782  STATE/COUNTY-  TN/MAURY
 FD0782  USGS QUAD   -  COLUMBIA (1989)
 FD0782
 FD0782                         *CURRENT SURVEY CONTROL
 FD0782  ___________________________________________________________________
 FD0782* NAD 83(1986)-  35 36 12.     (N)    087 04 05.     (W)     SCALED    
 FD0782* NAVD 88     -       182.632  (meters)     599.19   (feet)  ADJUSTED  
 FD0782  ___________________________________________________________________
 FD0782  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0782  DYNAMIC HT  -         182.470 (meters)     598.65  (feet)  COMP
 FD0782  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FD0782
 FD0782  VERT ORDER  -  FIRST     CLASS II
 FD0782
 FD0782.The horizontal coordinates were scaled from a topographic map and have
 FD0782.an estimated accuracy of +/- 6 seconds.
 FD0782
 FD0782.The orthometric height was determined by differential leveling
 FD0782.and adjusted by the National Geodetic Survey in June 1991..
 FD0782
 FD0782.The geoid height was determined by GEOID03.
 FD0782
 FD0782.The dynamic height is computed by dividing the NAVD 88
 FD0782.geopotential number by the normal gravity value computed on the
 FD0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0782.degrees latitude (g = 980.6199 gals.).
 FD0782
 FD0782.The modeled gravity was interpolated from observed gravity values.
 FD0782
 FD0782;                    North         East    Units  Estimated Accuracy
 FD0782;SPC TN       -   141,430.      503,230.      MT  (+/- 180 meters Scaled)
 FD0782
 FD0782                          SUPERSEDED SURVEY CONTROL
 FD0782
 FD0782  NGVD 29 (??/??/92)  182.612  (m)          599.12   (f) ADJ UNCH    1 2
 FD0782
 FD0782.Superseded values are not recommended for survey control.
 FD0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0782.See file dsdata.txt to determine how the superseded data were derived.
 FD0782
 FD0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE938399(NAD 83)
 FD0782_MARKER: DD = SURVEY DISK
 FD0782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0782_SP_SET: HEADWALL
 FD0782_STAMPING: 6B-10 1963
 FD0782_MARK LOGO: TNHD  
 FD0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0782+STABILITY: SURFACE MOTION
 FD0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0782+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1987
 FD0782
 FD0782  HISTORY     - Date     Condition        Report By
 FD0782  HISTORY     - 1963     MONUMENTED       TNHD
 FD0782  HISTORY     - 1983     GOOD             NGS
 FD0782  HISTORY     - 19870630 GOOD             LOCENG
 FD0782
 FD0782                          STATION DESCRIPTION
 FD0782
 FD0782'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0782'1.7 MI S FROM COLUMBIA.
 FD0782'FROM THE COURT HOUSE IN COLUMBIA, GO SOUTH ON U.S. HIGHWAY 43
 FD0782'FOR 1.73 MILES TO THE MARK ON THE LEFT.  THE MARK IS 27 FEET
 FD0782'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 10 FEET
 FD0782'NORTHEAST OF A UTILITY POLE AND 0.2 MILE SOUTH OF THE INTERSECTION
 FD0782'OF HATCHER LANE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0782'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE EAST HEADWALL
 FD0782'AND AT THE SOUTH END OF A 6 FOOT BOX CULVERT.
 FD0782
 FD0782                          STATION RECOVERY (1983)
 FD0782
 FD0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0782'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE DETAILED DESCRIPTION TO
 FD0782'READ 2.8 KM (1.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE
 FD0782'JUNCTION OF STATE HIGHWAYS 50 AND 99 TO THE MARK ON THE LEFT, SET IN
 FD0782'THE CENTER OF A HEADWALL OF A CULVERT OVER A SMALL CREEK ACROSS THE
 FD0782'HIGHWAY FROM A LONG JOHN SILVERS RESTAURANT.
 FD0782
 FD0782                          STATION RECOVERY (1987)
 FD0782
 FD0782'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FD0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0784 ***********************************************************************
 FD0784  DESIGNATION -  6 B 11 RESET
 FD0784  PID         -  FD0784
 FD0784  STATE/COUNTY-  TN/MAURY
 FD0784  USGS QUAD   -  COLUMBIA (1989)
 FD0784
 FD0784                         *CURRENT SURVEY CONTROL
 FD0784  ___________________________________________________________________
 FD0784* NAD 83(1986)-  35 36 41.     (N)    087 03 35.     (W)     SCALED    
 FD0784* NAVD 88     -       195.542  (meters)     641.54   (feet)  ADJUSTED  
 FD0784  ___________________________________________________________________
 FD0784  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0784  DYNAMIC HT  -         195.370 (meters)     640.98  (feet)  COMP
 FD0784  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FD0784
 FD0784  VERT ORDER  -  FIRST     CLASS II
 FD0784
 FD0784.The horizontal coordinates were scaled from a topographic map and have
 FD0784.an estimated accuracy of +/- 6 seconds.
 FD0784
 FD0784.The orthometric height was determined by differential leveling
 FD0784.and adjusted by the National Geodetic Survey in June 1991..
 FD0784
 FD0784.The geoid height was determined by GEOID03.
 FD0784
 FD0784.The dynamic height is computed by dividing the NAVD 88
 FD0784.geopotential number by the normal gravity value computed on the
 FD0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0784.degrees latitude (g = 980.6199 gals.).
 FD0784
 FD0784.The modeled gravity was interpolated from observed gravity values.
 FD0784
 FD0784;                    North         East    Units  Estimated Accuracy
 FD0784;SPC TN       -   142,320.      503,990.      MT  (+/- 180 meters Scaled)
 FD0784
 FD0784                          SUPERSEDED SURVEY CONTROL
 FD0784
 FD0784.No superseded survey control is available for this station.
 FD0784
 FD0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE945408(NAD 83)
 FD0784_MARKER: DD = SURVEY DISK
 FD0784_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FD0784+WITH SETTING: PAVEMENT
 FD0784_STAMPING: 6 B 11 RESET 1968
 FD0784_MARK LOGO: TNHD  
 FD0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0784+STABILITY: SURFACE MOTION
 FD0784
 FD0784  HISTORY     - Date     Condition        Report By
 FD0784  HISTORY     - 1968     MONUMENTED       CGS
 FD0784  HISTORY     - 1983     POOR             NGS
 FD0784
 FD0784                          STATION DESCRIPTION
 FD0784
 FD0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FD0784'1.4 MI SW FROM COLUMBIA.
 FD0784'TO REACH THE MARK FROM THE JUNCTION OF NUMBEROUS HIGHWAYS ONE
 FD0784'BLOCK WEST OF THE MAURY COUNTY COURTHOUSE IN COLUMBIA, GO
 FD0784'WESTERLY ON U.S. HIGHWAY 43, STATE ROUTE 50 AND STATE ROUTE 99
 FD0784'FOR 0.6 OF A MILE TO WHERE U.S. HIGHWAY 43 BEARS LEFT.  HERE
 FD0784'BEAR LEFT ON U.S. HIGHWAY 43 AND GO SOUTHWESTERLY FOR 0.8 OF A
 FD0784'MILE TO THE WEST ENTRANCE GATE LEADING INTO THE COLUMBIA
 FD0784'MILITARY ACADEMY ON THE RIGHT AND THE MARK AS DESCRIBED.  THE
 FD0784'MARK IS 126 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 FD0784'INTERSECTION OF U.S. HIGHWAY 43 (TROTWOOD AVENUE) AND ACADEMY
 FD0784'LANE, 58 FEET NORTHEAST OF GUYED UTILITY POLE NO. 29, 29 FEET
 FD0784'NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 43, 27.5
 FD0784'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE DRIVE
 FD0784'AND GATE, 19.4 FEET SOUTHEAST OF THE SOUTHEAST STONE GATE POST,
 FD0784'AND 6.6 FEET NORTHWEST OF THE SOUTH CORNER OF A WROUGHT IRON
 FD0784'FENCE ATOP THE LOW STONE FENCE.  IT IS A STANDARD TENNESSEE
 FD0784'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILL HOLE IN THE CAPSTONE
 FD0784'OF LOW STONE WALL AND THE DISK IS STAMPED 6B-11 RESET 1968.
 FD0784
 FD0784                          STATION RECOVERY (1983)
 FD0784
 FD0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0784'RECOVERED IN POOR CONDITION.  ADDITIONAL MEASUREMENTS FOLLOW,
 FD0784'6.00 METERS (19.7 FT) SOUTH OF THE SOUTH STONE ENTRANCE MARKER OF A
 FD0784'GATE AND 2.25 METERS (7.4 FT) NORTH OF THE CORNER OF THE STONEWALL
 FD0784'SUPPORTING AN IRON FENCE.
 FD0784'THE MARK IS 0.61 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0785 ***********************************************************************
 FD0785  DESIGNATION -  6 B 12
 FD0785  PID         -  FD0785
 FD0785  STATE/COUNTY-  TN/MAURY
 FD0785  USGS QUAD   -  COLUMBIA (1989)
 FD0785
 FD0785                         *CURRENT SURVEY CONTROL
 FD0785  ___________________________________________________________________
 FD0785* NAD 83(1986)-  35 36 56.     (N)    087 02 46.     (W)     SCALED    
 FD0785* NAVD 88     -       217.489  (meters)     713.55   (feet)  ADJUSTED  
 FD0785  ___________________________________________________________________
 FD0785  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0785  DYNAMIC HT  -         217.298 (meters)     712.92  (feet)  COMP
 FD0785  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FD0785
 FD0785  VERT ORDER  -  FIRST     CLASS II
 FD0785
 FD0785.The horizontal coordinates were scaled from a topographic map and have
 FD0785.an estimated accuracy of +/- 6 seconds.
 FD0785
 FD0785.The orthometric height was determined by differential leveling
 FD0785.and adjusted by the National Geodetic Survey in June 1991..
 FD0785.WARNING-Repeat measurements at this control monument indicate possible
 FD0785.vertical movement.
 FD0785
 FD0785.The geoid height was determined by GEOID03.
 FD0785
 FD0785.The dynamic height is computed by dividing the NAVD 88
 FD0785.geopotential number by the normal gravity value computed on the
 FD0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0785.degrees latitude (g = 980.6199 gals.).
 FD0785
 FD0785.The modeled gravity was interpolated from observed gravity values.
 FD0785
 FD0785;                    North         East    Units  Estimated Accuracy
 FD0785;SPC TN       -   142,770.      505,230.      MT  (+/- 180 meters Scaled)
 FD0785
 FD0785                          SUPERSEDED SURVEY CONTROL
 FD0785
 FD0785  NGVD 29 (??/??/92)  217.483  (m)          713.53   (f) ADJ UNCH    1 2
 FD0785
 FD0785.Superseded values are not recommended for survey control.
 FD0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0785.See file dsdata.txt to determine how the superseded data were derived.
 FD0785
 FD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE958413(NAD 83)
 FD0785_MARKER: DD = SURVEY DISK
 FD0785_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FD0785+WITH SETTING: PAVEMENT
 FD0785_STAMPING: 6 B 12 1963
 FD0785_MARK LOGO: TNHD  
 FD0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0785+STABILITY: SURFACE MOTION
 FD0785
 FD0785  HISTORY     - Date     Condition        Report By
 FD0785  HISTORY     - 1963     MONUMENTED       TNHD
 FD0785  HISTORY     - 1983     GOOD             NGS
 FD0785
 FD0785                          STATION DESCRIPTION
 FD0785
 FD0785'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0785'0.9 MI W FROM COLUMBIA.
 FD0785'FROM THE POST OFFICE IN COLUMBIA GO WEST ON U.S. HIGHWAY 43 FOR
 FD0785'0.9 MILES TO THE INTERSECTION OF U.S. HIGHWAY 50 AND 99.  THE
 FD0785'MARK IS 19 FEET EAST OF THE CENTER LINE OF HIGHWAY 50 AND 99,
 FD0785'2 FEET WEST OF THE NORTHWEST CORNER OF A LION SERVICE STATION,
 FD0785'150 FEET WEST OF THE INTERSECTION OF U.S. HIGHWAY 43 AND 99.  THE
 FD0785'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN
 FD0785'A DRILLED HOLE IN THE SIDE WALK.  MEASUREMENTS WERE TAKEN FROM
 FD0785'THE CENTER OF THE INTERSECTION.
 FD0785
 FD0785                          STATION RECOVERY (1983)
 FD0785
 FD0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0785'RECOVERED IN GOOD CONDITION, EXCEPT THE DIRECTIONS IN DESCRIPTION ARE
 FD0785'WRONG.  CORRECTIONS ARE AS FOLLOWS, 27.40 METERS (89.9 FT) NORTH OF
 FD0785'THE CENTERLINE OF THE HIGHWAY, 5.24 METERS (17.2 FT) SOUTH OF THE
 FD0785'CENTERLINE OF HIGHWAYS 50 AND 99 AND 0.49 METERS (1.6 FT) NORTHEAST OF
 FD0785'THE NORTHEAST CORNER OF A LARGE ONE LEVEL BUILDING (AT PRESENT THE
 FD0785'HARLEY DAVIDSON SHOP).
 FD0785'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0786 ***********************************************************************
 FD0786  DESIGNATION -  6 B 13
 FD0786  PID         -  FD0786
 FD0786  STATE/COUNTY-  TN/MAURY
 FD0786  USGS QUAD   -  COLUMBIA (1989)
 FD0786
 FD0786                         *CURRENT SURVEY CONTROL
 FD0786  ___________________________________________________________________
 FD0786* NAD 83(1986)-  35 36 54.     (N)    087 02 09.     (W)     SCALED    
 FD0786* NAVD 88     -       195.368  (meters)     640.97   (feet)  ADJUSTED  
 FD0786  ___________________________________________________________________
 FD0786  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0786  DYNAMIC HT  -         195.195 (meters)     640.40  (feet)  COMP
 FD0786  MODELED GRAV-     979,746.9   (mgal)                       NAVD 88
 FD0786
 FD0786  VERT ORDER  -  FIRST     CLASS II
 FD0786
 FD0786.The horizontal coordinates were scaled from a topographic map and have
 FD0786.an estimated accuracy of +/- 6 seconds.
 FD0786
 FD0786.The orthometric height was determined by differential leveling
 FD0786.and adjusted by the National Geodetic Survey in June 1991..
 FD0786.WARNING-Repeat measurements at this control monument indicate possible
 FD0786.vertical movement.
 FD0786
 FD0786.The geoid height was determined by GEOID03.
 FD0786
 FD0786.The dynamic height is computed by dividing the NAVD 88
 FD0786.geopotential number by the normal gravity value computed on the
 FD0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0786.degrees latitude (g = 980.6199 gals.).
 FD0786
 FD0786.The modeled gravity was interpolated from observed gravity values.
 FD0786
 FD0786;                    North         East    Units  Estimated Accuracy
 FD0786;SPC TN       -   142,700.      506,160.      MT  (+/- 180 meters Scaled)
 FD0786
 FD0786                          SUPERSEDED SURVEY CONTROL
 FD0786
 FD0786  NGVD 29 (??/??/92)  195.382  (m)          641.02   (f) ADJ UNCH    1 2
 FD0786
 FD0786.Superseded values are not recommended for survey control.
 FD0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0786.See file dsdata.txt to determine how the superseded data were derived.
 FD0786
 FD0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE967412(NAD 83)
 FD0786_MARKER: DD = SURVEY DISK
 FD0786_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FD0786_STAMPING: 6 B 13 1963
 FD0786_MARK LOGO: TNHD  
 FD0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0786
 FD0786  HISTORY     - Date     Condition        Report By
 FD0786  HISTORY     - 1963     MONUMENTED       TNHD
 FD0786  HISTORY     - 1983     POOR             NGS
 FD0786
 FD0786                          STATION DESCRIPTION
 FD0786
 FD0786'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0786'IN COLUMBIA.
 FD0786'IN COLUMBIA, THE MARK IS LOCATED AT THE INTERSECTION OF U.S.
 FD0786'HIGHWAY 43 AND 31.  THE MARK IS 16 FEET SOUTH OF THE SOUTHEAST
 FD0786'CORNER OF COMMERCE UNION BANK, 48 FEET NORTHEAST OF INTERSECTION
 FD0786'OF U.S. HIGHWAY 43 AND 31, AND IS 5 INCHES NORTHEAST FROM THE
 FD0786'CORNER OF THE CURB.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0786'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE SIDE WALK.
 FD0786
 FD0786                          STATION RECOVERY (1983)
 FD0786
 FD0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0786'RECOVERED IN POOR CONDITION.
 FD0786'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0787 ***********************************************************************
 FD0787  DESIGNATION -  6 B 14
 FD0787  PID         -  FD0787
 FD0787  STATE/COUNTY-  TN/MAURY
 FD0787  USGS QUAD   -  GODWIN (1988)
 FD0787
 FD0787                         *CURRENT SURVEY CONTROL
 FD0787  ___________________________________________________________________
 FD0787* NAD 83(1986)-  35 37 36.     (N)    087 01 47.     (W)     SCALED    
 FD0787* NAVD 88     -       187.759  (meters)     616.01   (feet)  ADJUSTED  
 FD0787  ___________________________________________________________________
 FD0787  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0787  DYNAMIC HT  -         187.594 (meters)     615.46  (feet)  COMP
 FD0787  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 FD0787
 FD0787  VERT ORDER  -  FIRST     CLASS II
 FD0787
 FD0787.The horizontal coordinates were scaled from a topographic map and have
 FD0787.an estimated accuracy of +/- 6 seconds.
 FD0787
 FD0787.The orthometric height was determined by differential leveling
 FD0787.and adjusted by the National Geodetic Survey in June 1991..
 FD0787
 FD0787.The geoid height was determined by GEOID03.
 FD0787
 FD0787.The dynamic height is computed by dividing the NAVD 88
 FD0787.geopotential number by the normal gravity value computed on the
 FD0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0787.degrees latitude (g = 980.6199 gals.).
 FD0787
 FD0787.The modeled gravity was interpolated from observed gravity values.
 FD0787
 FD0787;                    North         East    Units  Estimated Accuracy
 FD0787;SPC TN       -   143,990.      506,730.      MT  (+/- 180 meters Scaled)
 FD0787
 FD0787                          SUPERSEDED SURVEY CONTROL
 FD0787
 FD0787  NGVD 29 (??/??/92)  187.742  (m)          615.95   (f) ADJ UNCH    1 2
 FD0787
 FD0787.Superseded values are not recommended for survey control.
 FD0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0787.See file dsdata.txt to determine how the superseded data were derived.
 FD0787
 FD0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE973425(NAD 83)
 FD0787_MARKER: DD = SURVEY DISK
 FD0787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0787_STAMPING: 6 B 14 1963
 FD0787_MARK LOGO: TNHD  
 FD0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0787+STABILITY: SURFACE MOTION
 FD0787
 FD0787  HISTORY     - Date     Condition        Report By
 FD0787  HISTORY     - 1963     MONUMENTED       TNHD
 FD0787  HISTORY     - 1984     GOOD             NGS
 FD0787
 FD0787                          STATION DESCRIPTION
 FD0787
 FD0787'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0787'1 MI N FROM COLUMBIA.
 FD0787'FROM THE POST OFFICE IN COLUMBIA GO NORTH FOR 1.0 MILES TO A
 FD0787'WATER DRAINAGE CULVERT ON THE RIGHT AND THE INTERSECTION OF
 FD0787'EIGHTH AVE.  THE MARK IS LOCATED 40 FEET EAST OF THE MIDDLE OF
 FD0787'THE MEDIAN STRIP ON U.S. HIGHWAY 31, 56 FEET SOUTH OF THE
 FD0787'CENTER LINE OF EIGHTH AVE, AND SET IN TOP OF A 4 FOOT CULVERT.
 FD0787'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0787'CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CULVERT.
 FD0787
 FD0787                          STATION RECOVERY (1984)
 FD0787
 FD0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0788 ***********************************************************************
 FD0788  DESIGNATION -  6 B 15
 FD0788  PID         -  FD0788
 FD0788  STATE/COUNTY-  TN/MAURY
 FD0788  USGS QUAD   -  GODWIN (1988)
 FD0788
 FD0788                         *CURRENT SURVEY CONTROL
 FD0788  ___________________________________________________________________
 FD0788* NAD 83(1986)-  35 38 04.     (N)    087 01 05.     (W)     SCALED    
 FD0788* NAVD 88     -       186.921  (meters)     613.26   (feet)  ADJUSTED  
 FD0788  ___________________________________________________________________
 FD0788  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD0788  DYNAMIC HT  -         186.757 (meters)     612.72  (feet)  COMP
 FD0788  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 FD0788
 FD0788  VERT ORDER  -  FIRST     CLASS II
 FD0788
 FD0788.The horizontal coordinates were scaled from a topographic map and have
 FD0788.an estimated accuracy of +/- 6 seconds.
 FD0788
 FD0788.The orthometric height was determined by differential leveling
 FD0788.and adjusted by the National Geodetic Survey in June 1991..
 FD0788
 FD0788.The geoid height was determined by GEOID03.
 FD0788
 FD0788.The dynamic height is computed by dividing the NAVD 88
 FD0788.geopotential number by the normal gravity value computed on the
 FD0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0788.degrees latitude (g = 980.6199 gals.).
 FD0788
 FD0788.The modeled gravity was interpolated from observed gravity values.
 FD0788
 FD0788;                    North         East    Units  Estimated Accuracy
 FD0788;SPC TN       -   144,840.      507,790.      MT  (+/- 180 meters Scaled)
 FD0788
 FD0788                          SUPERSEDED SURVEY CONTROL
 FD0788
 FD0788  NGVD 29 (??/??/92)  186.905  (m)          613.20   (f) ADJ UNCH    1 2
 FD0788
 FD0788.Superseded values are not recommended for survey control.
 FD0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0788.See file dsdata.txt to determine how the superseded data were derived.
 FD0788
 FD0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE983434(NAD 83)
 FD0788_MARKER: DD = SURVEY DISK
 FD0788_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0788_STAMPING: 6 B 15 1963
 FD0788_MARK LOGO: TNHD  
 FD0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0788+STABILITY: SURFACE MOTION
 FD0788
 FD0788  HISTORY     - Date     Condition        Report By
 FD0788  HISTORY     - 1963     MONUMENTED       TNHD
 FD0788  HISTORY     - 1984     GOOD             NGS
 FD0788
 FD0788                          STATION DESCRIPTION
 FD0788
 FD0788'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0788'1.7 MI N FROM COLUMBIA.
 FD0788'FROM THE POST OFFICE IN COLUMBIA GO NORTH ON U.S. HIGHWAY 31,
 FD0788'FOR 1.79 MILES TO THE MARK ON THE RIGHT.  THE MARK IS SET IN TOP
 FD0788'OF A L-SHAPED CONCRETE CULVERT AT THE INTERSECTION OF U.S.
 FD0788'HIGHWAY 31 AND OLD U.S. HIGHWAY 31.  THE MARK IS LOCATED 56 FEET
 FD0788'EAST OF THE CENTER LINE OF NEW HIGHWAY 31, 35 FEET WEST OF THE
 FD0788'CENTER LINE OF OLD HIGHWAY 31.  THE MARK IS A STANDARD TENNESSEE
 FD0788'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE TOP OF
 FD0788'THE CULVERT.
 FD0788
 FD0788                          STATION RECOVERY (1984)
 FD0788
 FD0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0788'RECOVERED IN GOOD CONDITION.  NOTE, 2.8 KM (1.75 MI) NORTH ALONG U.S.
 FD0788'HIGHWAY 31 FROM THE JUNCTION OF U.S. HIGHWAY 43 TO THE MARK ON THE
 FD0788'RIGHT, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0793 ***********************************************************************
 FD0793  DESIGNATION -  6 B 16
 FD0793  PID         -  FD0793
 FD0793  STATE/COUNTY-  TN/MAURY
 FD0793  USGS QUAD   -  GODWIN (1988)
 FD0793
 FD0793                         *CURRENT SURVEY CONTROL
 FD0793  ___________________________________________________________________
 FD0793* NAD 83(1986)-  35 40 09.     (N)    087 00 17.     (W)     SCALED    
 FD0793* NAVD 88     -       186.312  (meters)     611.26   (feet)  ADJUSTED  
 FD0793  ___________________________________________________________________
 FD0793  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FD0793  DYNAMIC HT  -         186.148 (meters)     610.72  (feet)  COMP
 FD0793  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 FD0793
 FD0793  VERT ORDER  -  SECOND    CLASS 0
 FD0793
 FD0793.The horizontal coordinates were scaled from a topographic map and have
 FD0793.an estimated accuracy of +/- 6 seconds.
 FD0793
 FD0793.The orthometric height was determined by differential leveling
 FD0793.and adjusted by the National Geodetic Survey in June 1991..
 FD0793
 FD0793.The geoid height was determined by GEOID03.
 FD0793
 FD0793.The dynamic height is computed by dividing the NAVD 88
 FD0793.geopotential number by the normal gravity value computed on the
 FD0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0793.degrees latitude (g = 980.6199 gals.).
 FD0793
 FD0793.The modeled gravity was interpolated from observed gravity values.
 FD0793
 FD0793;                    North         East    Units  Estimated Accuracy
 FD0793;SPC TN       -   148,680.      509,040.      MT  (+/- 180 meters Scaled)
 FD0793
 FD0793                          SUPERSEDED SURVEY CONTROL
 FD0793
 FD0793  NGVD 29 (??/??/92)  186.291  (m)          611.19   (f) ADJ UNCH    2 0
 FD0793
 FD0793.Superseded values are not recommended for survey control.
 FD0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0793.See file dsdata.txt to determine how the superseded data were derived.
 FD0793
 FD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE995472(NAD 83)
 FD0793_MARKER: DD = SURVEY DISK
 FD0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0793_SP_SET: BRIDGE
 FD0793_STAMPING: 6 B 16 1963
 FD0793_MARK LOGO: TNHD  
 FD0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0793
 FD0793  HISTORY     - Date     Condition        Report By
 FD0793  HISTORY     - 1963     MONUMENTED       TNHD
 FD0793  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0793
 FD0793                          STATION DESCRIPTION
 FD0793
 FD0793'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0793'4.3 MI N FROM COLUMBIA.
 FD0793'FROM THE POST OFFICE IN COLUMBIA GO NORTH ON HIGHWAY 31 FOR 4.3
 FD0793'MILES TO A DOUBLE-SPAN BRIDGE OVER RUTHERFORD CREEK AND THE MARK
 FD0793'ON THE RIGHT.  THE MARK IS LOCATED AT THE NORTH END OF THE
 FD0793'BRIDGE, 2 INCHES SOUTH OF THE NORTH EAST CORNER OF THE BRIDGE.
 FD0793'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 FD0793'IN A DRILLED HOLE IN THE BRIDGE.
 FD0793
 FD0793                          STATION RECOVERY (1984)
 FD0793
 FD0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0793'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0624 ***********************************************************************
 FD0624  DESIGNATION -  6 B 17
 FD0624  PID         -  FD0624
 FD0624  STATE/COUNTY-  TN/MAURY
 FD0624  USGS QUAD   -  CARTERS CREEK (1982)
 FD0624
 FD0624                         *CURRENT SURVEY CONTROL
 FD0624  ___________________________________________________________________
 FD0624* NAD 83(1986)-  35 40 41.     (N)    086 59 56.     (W)     SCALED    
 FD0624* NAVD 88     -       197.282  (meters)     647.25   (feet)  ADJUSTED  
 FD0624  ___________________________________________________________________
 FD0624  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD0624  DYNAMIC HT  -         197.108 (meters)     646.68  (feet)  COMP
 FD0624  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 FD0624
 FD0624  VERT ORDER  -  FIRST     CLASS II
 FD0624
 FD0624.The horizontal coordinates were scaled from a topographic map and have
 FD0624.an estimated accuracy of +/- 6 seconds.
 FD0624
 FD0624.The orthometric height was determined by differential leveling
 FD0624.and adjusted by the National Geodetic Survey in June 1991..
 FD0624
 FD0624.The geoid height was determined by GEOID03.
 FD0624
 FD0624.The dynamic height is computed by dividing the NAVD 88
 FD0624.geopotential number by the normal gravity value computed on the
 FD0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0624.degrees latitude (g = 980.6199 gals.).
 FD0624
 FD0624.The modeled gravity was interpolated from observed gravity values.
 FD0624
 FD0624;                    North         East    Units  Estimated Accuracy
 FD0624;SPC TN       -   149,660.      509,580.      MT  (+/- 180 meters Scaled)
 FD0624
 FD0624                          SUPERSEDED SURVEY CONTROL
 FD0624
 FD0624  NGVD 29 (??/??/??)  197.26   (m)          647.2    (f) RESET       3  
 FD0624
 FD0624.Superseded values are not recommended for survey control.
 FD0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0624.See file dsdata.txt to determine how the superseded data were derived.
 FD0624
 FD0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE001482(NAD 83)
 FD0624_MARKER: DD = SURVEY DISK
 FD0624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0624_STAMPING: 6 B 17 1963
 FD0624_MARK LOGO: TNHD  
 FD0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0624+STABILITY: SURFACE MOTION
 FD0624
 FD0624  HISTORY     - Date     Condition        Report By
 FD0624  HISTORY     - 1963     MONUMENTED       TNHD
 FD0624  HISTORY     - 1984     GOOD             NGS
 FD0624
 FD0624                          STATION DESCRIPTION
 FD0624
 FD0624'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0624'5 MI N FROM COLUMBIA.
 FD0624'FROM THE POST OFFICE IN COLUMBIA GO NORTH FOR 5.0 MILES ON
 FD0624'U.S. HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS SET IN THE
 FD0624'TOP OF A 10 FOOT CONCRETE CULVERT, 31 FEET NORTH OF THE CENTER
 FD0624'LINE OF A DRIVEWAY TO A BARN, 56 FEET EAST OF THE CENTER LINE OF
 FD0624'U.S. HIGHWAY 31.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0624'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE CULVERT.
 FD0624
 FD0624                          STATION RECOVERY (1984)
 FD0624
 FD0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0633 ***********************************************************************
 FD0633  DESIGNATION -  6 B 18
 FD0633  PID         -  FD0633
 FD0633  STATE/COUNTY-  TN/MAURY
 FD0633  USGS QUAD   -  CARTERS CREEK (1982)
 FD0633
 FD0633                         *CURRENT SURVEY CONTROL
 FD0633  ___________________________________________________________________
 FD0633* NAD 83(1986)-  35 43 35.     (N)    086 57 39.     (W)     SCALED    
 FD0633* NAVD 88     -       212.036  (meters)     695.65   (feet)  ADJUSTED  
 FD0633  ___________________________________________________________________
 FD0633  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD0633  DYNAMIC HT  -         211.848 (meters)     695.04  (feet)  COMP
 FD0633  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 FD0633
 FD0633  VERT ORDER  -  FIRST     CLASS II
 FD0633
 FD0633.The horizontal coordinates were scaled from a topographic map and have
 FD0633.an estimated accuracy of +/- 6 seconds.
 FD0633
 FD0633.The orthometric height was determined by differential leveling
 FD0633.and adjusted by the National Geodetic Survey in June 1991..
 FD0633
 FD0633.The geoid height was determined by GEOID03.
 FD0633
 FD0633.The dynamic height is computed by dividing the NAVD 88
 FD0633.geopotential number by the normal gravity value computed on the
 FD0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0633.degrees latitude (g = 980.6199 gals.).
 FD0633
 FD0633.The modeled gravity was interpolated from observed gravity values.
 FD0633
 FD0633;                    North         East    Units  Estimated Accuracy
 FD0633;SPC TN       -   154,990.      513,080.      MT  (+/- 180 meters Scaled)
 FD0633
 FD0633                          SUPERSEDED SURVEY CONTROL
 FD0633
 FD0633  NGVD 29 (??/??/??)  212.01   (m)          695.6    (f) RESET       3  
 FD0633
 FD0633.Superseded values are not recommended for survey control.
 FD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0633.See file dsdata.txt to determine how the superseded data were derived.
 FD0633
 FD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE035536(NAD 83)
 FD0633_MARKER: DD = SURVEY DISK
 FD0633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0633_STAMPING: 6 B 18 1963
 FD0633_MARK LOGO: TNHD  
 FD0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0633+STABILITY: SURFACE MOTION
 FD0633
 FD0633  HISTORY     - Date     Condition        Report By
 FD0633  HISTORY     - 1963     MONUMENTED       TNHD
 FD0633  HISTORY     - 1984     GOOD             NGS
 FD0633
 FD0633                          STATION DESCRIPTION
 FD0633
 FD0633'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0633'2.5 MI S FROM SPRING HILL.
 FD0633'FROM THE POST OFFICE IN SPRING HILL GO SOUTH ON U.S. HIGHWAY
 FD0633'31, FOR 2.5 MILES TO THE MARK ON THE LEFT.  THE MARK IS SET THE
 FD0633'TOP OF A 8 FOOT CULVERT, 74 FEET EAST OF THE CENTER LINE OF
 FD0633'THE HIGHWAY, 20 FEET WEST OF A WHITE WOODEN FENCE, AND 139 FEET
 FD0633'NORTH OF THE CENTER LINE OF A DRIVEWAY.  THE MARK IS A STANDARD
 FD0633'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE
 FD0633'IN THE CULVERT.
 FD0633
 FD0633                          STATION RECOVERY (1984)
 FD0633
 FD0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0638 ***********************************************************************
 FD0638  DESIGNATION -  6 B 19
 FD0638  PID         -  FD0638
 FD0638  STATE/COUNTY-  TN/MAURY
 FD0638  USGS QUAD   -  CARTERS CREEK (1982)
 FD0638
 FD0638                         *CURRENT SURVEY CONTROL
 FD0638  ___________________________________________________________________
 FD0638* NAD 83(1986)-  35 44 49.     (N)    086 56 05.     (W)     SCALED    
 FD0638* NAVD 88     -       216.546  (meters)     710.45   (feet)  ADJUSTED  
 FD0638  ___________________________________________________________________
 FD0638  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FD0638  DYNAMIC HT  -         216.354 (meters)     709.82  (feet)  COMP
 FD0638  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FD0638
 FD0638  VERT ORDER  -  FIRST     CLASS II
 FD0638
 FD0638.The horizontal coordinates were scaled from a topographic map and have
 FD0638.an estimated accuracy of +/- 6 seconds.
 FD0638
 FD0638.The orthometric height was determined by differential leveling
 FD0638.and adjusted by the National Geodetic Survey in June 1991..
 FD0638
 FD0638.The geoid height was determined by GEOID03.
 FD0638
 FD0638.The dynamic height is computed by dividing the NAVD 88
 FD0638.geopotential number by the normal gravity value computed on the
 FD0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0638.degrees latitude (g = 980.6199 gals.).
 FD0638
 FD0638.The modeled gravity was interpolated from observed gravity values.
 FD0638
 FD0638;                    North         East    Units  Estimated Accuracy
 FD0638;SPC TN       -   157,240.      515,460.      MT  (+/- 180 meters Scaled)
 FD0638
 FD0638                          SUPERSEDED SURVEY CONTROL
 FD0638
 FD0638  NGVD 29 (??/??/??)  216.51   (m)          710.3    (f) RESET       3  
 FD0638
 FD0638.Superseded values are not recommended for survey control.
 FD0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0638.See file dsdata.txt to determine how the superseded data were derived.
 FD0638
 FD0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE059558(NAD 83)
 FD0638_MARKER: DD = SURVEY DISK
 FD0638_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0638_STAMPING: 6 B 19 1963
 FD0638_MARK LOGO: TNHD  
 FD0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0638+STABILITY: SURFACE MOTION
 FD0638
 FD0638  HISTORY     - Date     Condition        Report By
 FD0638  HISTORY     - 1963     MONUMENTED       TNHD
 FD0638  HISTORY     - 1984     GOOD             NGS
 FD0638
 FD0638                          STATION DESCRIPTION
 FD0638
 FD0638'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0638'0.2 MI S FROM SPRING HILL.
 FD0638'THE MARK IS LOCATED 0.2 MILES SOUTH OF SPRING HILL WHERE THE FOUR
 FD0638'LANE BEGINS, 51 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 31,
 FD0638'160 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD LEADING EAST,
 FD0638'43 FEET NORTH OF A TELEPHONE POLE AND IS SET IN TOP OF A 9 FOOT
 FD0638'CULVERT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0638'DISK LOCATED IN A DRILLED HOLE IN THE NORTH END OF THE CULVERT.
 FD0638
 FD0638                          STATION RECOVERY (1984)
 FD0638
 FD0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0638'RECOVERED IN GOOD CONDITION.  NOTE, THE PAVED ROAD IN THE OLD
 FD0638'DESCRIPTION IS LAKE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0944 ***********************************************************************
 FD0944  DESIGNATION -  6 B 2
 FD0944  PID         -  FD0944
 FD0944  STATE/COUNTY-  TN/MAURY
 FD0944  USGS QUAD   -  SUMMERTOWN (1976)
 FD0944
 FD0944                         *CURRENT SURVEY CONTROL
 FD0944  ___________________________________________________________________
 FD0944* NAD 83(1986)-  35 27 49.     (N)    087 15 49.     (W)     SCALED    
 FD0944* NAVD 88     -       243.105  (meters)     797.59   (feet)  ADJUSTED  
 FD0944  ___________________________________________________________________
 FD0944  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0944  DYNAMIC HT  -         242.881 (meters)     796.85  (feet)  COMP
 FD0944  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FD0944
 FD0944  VERT ORDER  -  SECOND    CLASS 0
 FD0944
 FD0944.The horizontal coordinates were scaled from a topographic map and have
 FD0944.an estimated accuracy of +/- 6 seconds.
 FD0944
 FD0944.The orthometric height was determined by differential leveling
 FD0944.and adjusted by the National Geodetic Survey in June 1991..
 FD0944
 FD0944.The geoid height was determined by GEOID03.
 FD0944
 FD0944.The dynamic height is computed by dividing the NAVD 88
 FD0944.geopotential number by the normal gravity value computed on the
 FD0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0944.degrees latitude (g = 980.6199 gals.).
 FD0944
 FD0944.The modeled gravity was interpolated from observed gravity values.
 FD0944
 FD0944;                    North         East    Units  Estimated Accuracy
 FD0944;SPC TN       -   126,140.      485,310.      MT  (+/- 180 meters Scaled)
 FD0944
 FD0944                          SUPERSEDED SURVEY CONTROL
 FD0944
 FD0944  NGVD 29 (??/??/92)  243.084  (m)          797.52   (f) ADJ UNCH    2 0
 FD0944
 FD0944.Superseded values are not recommended for survey control.
 FD0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0944.See file dsdata.txt to determine how the superseded data were derived.
 FD0944
 FD0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE760244(NAD 83)
 FD0944_MARKER: DD = SURVEY DISK
 FD0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0944_SP_SET: CULVERT
 FD0944_STAMPING: 6 B-2
 FD0944_MARK LOGO: TNHD  
 FD0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0944
 FD0944  HISTORY     - Date     Condition        Report By
 FD0944  HISTORY     - UNK      MONUMENTED       TNHD
 FD0944  HISTORY     - 1963     GOOD             TNHD
 FD0944  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0944
 FD0944                          STATION DESCRIPTION
 FD0944
 FD0944'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0944'1.9 MI N FROM SUMMERTOWN.
 FD0944'FROM THE JUNCTION OF U.S. HIGHWAY 43 AND THE NORTH INTERSECTION
 FD0944'OF STATE ROUTE 20 NEAR SUMMERTOWN, MAURY COUNTY, GO NORTH ON
 FD0944'HIGHWAY 43 FOR 1.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS
 FD0944'24 FEET WEST OF U.S. HIGHWAY 43, 43 FEET SOUTH OF POWER POLE
 FD0944'NO. 108 AND IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0944'CEMENTED IN A DRILLED HOLE IN THE CENTER OF A RETAINING WALL
 FD0944'FOR A CORRUGATED METAL PIPE CULVERT.
 FD0944
 FD0944                          STATION RECOVERY (1983)
 FD0944
 FD0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0944'SEARCHED FOR BUT NOT RECOVERED, PROBABLY KNOCKED OUT BY HIGHWAY
 FD0944'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0637 ***********************************************************************
 FD0637  DESIGNATION -  6 B 20
 FD0637  PID         -  FD0637
 FD0637  STATE/COUNTY-  TN/MAURY
 FD0637  USGS QUAD   -  CARTERS CREEK (1982)
 FD0637
 FD0637                         *CURRENT SURVEY CONTROL
 FD0637  ___________________________________________________________________
 FD0637* NAD 83(1986)-  35 44 17.     (N)    086 56 48.     (W)     SCALED    
 FD0637* NAVD 88     -       233.543  (meters)     766.22   (feet)  ADJUSTED  
 FD0637  ___________________________________________________________________
 FD0637  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0637  DYNAMIC HT  -         233.337 (meters)     765.54  (feet)  COMP
 FD0637  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0637
 FD0637  VERT ORDER  -  FIRST     CLASS II
 FD0637
 FD0637.The horizontal coordinates were scaled from a topographic map and have
 FD0637.an estimated accuracy of +/- 6 seconds.
 FD0637
 FD0637.The orthometric height was determined by differential leveling
 FD0637.and adjusted by the National Geodetic Survey in June 1991..
 FD0637
 FD0637.The geoid height was determined by GEOID03.
 FD0637
 FD0637.The dynamic height is computed by dividing the NAVD 88
 FD0637.geopotential number by the normal gravity value computed on the
 FD0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0637.degrees latitude (g = 980.6199 gals.).
 FD0637
 FD0637.The modeled gravity was interpolated from observed gravity values.
 FD0637
 FD0637;                    North         East    Units  Estimated Accuracy
 FD0637;SPC TN       -   156,270.      514,370.      MT  (+/- 180 meters Scaled)
 FD0637
 FD0637                          SUPERSEDED SURVEY CONTROL
 FD0637
 FD0637  NGVD 29 (??/??/??)  233.51   (m)          766.1    (f) RESET       3  
 FD0637
 FD0637.Superseded values are not recommended for survey control.
 FD0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0637.See file dsdata.txt to determine how the superseded data were derived.
 FD0637
 FD0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE048548(NAD 83)
 FD0637_MARKER: DD = SURVEY DISK
 FD0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0637_STAMPING: 6 B 20 1963
 FD0637_MARK LOGO: TNHD  
 FD0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0637+STABILITY: SURFACE MOTION
 FD0637
 FD0637  HISTORY     - Date     Condition        Report By
 FD0637  HISTORY     - 1963     MONUMENTED       TNHD
 FD0637  HISTORY     - 1984     GOOD             NGS
 FD0637
 FD0637                          STATION DESCRIPTION
 FD0637
 FD0637'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0637'1.5 MI S FROM SPRING HILL.
 FD0637'FROM THE POST OFFICE IN SPRING HILL GO SOUTH FOR 1.5 MILES ON
 FD0637'U.S. HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 FD0637'74 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 1 FOOT WEST OF
 FD0637'A FENCE, 2 FEET NORTH OF A WITNESS SIGN AND 5 FEET EAST OF A
 FD0637'POWER POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0637'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT.
 FD0637
 FD0637                          STATION RECOVERY (1984)
 FD0637
 FD0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0637'RECOVERED IN GOOD CONDITION.  NOTE, THE POWERLINE POLE HAS BEEN MOVED.
 FD0637'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0644 ***********************************************************************
 FD0644  DESIGNATION -  6 B 21
 FD0644  PID         -  FD0644
 FD0644  STATE/COUNTY-  TN/WILLIAMSON
 FD0644  USGS QUAD   -  SPRING HILL (1979)
 FD0644
 FD0644                         *CURRENT SURVEY CONTROL
 FD0644  ___________________________________________________________________
 FD0644* NAD 83(1986)-  35 45 54.     (N)    086 55 09.     (W)     SCALED    
 FD0644* NAVD 88     -       222.194  (meters)     728.98   (feet)  ADJUSTED  
 FD0644  ___________________________________________________________________
 FD0644  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD0644  DYNAMIC HT  -         221.997 (meters)     728.34  (feet)  COMP
 FD0644  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FD0644
 FD0644  VERT ORDER  -  FIRST     CLASS II
 FD0644
 FD0644.The horizontal coordinates were scaled from a topographic map and have
 FD0644.an estimated accuracy of +/- 6 seconds.
 FD0644
 FD0644.The orthometric height was determined by differential leveling
 FD0644.and adjusted by the National Geodetic Survey in June 1991..
 FD0644
 FD0644.The geoid height was determined by GEOID03.
 FD0644
 FD0644.The dynamic height is computed by dividing the NAVD 88
 FD0644.geopotential number by the normal gravity value computed on the
 FD0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0644.degrees latitude (g = 980.6199 gals.).
 FD0644
 FD0644.The modeled gravity was interpolated from observed gravity values.
 FD0644
 FD0644;                    North         East    Units  Estimated Accuracy
 FD0644;SPC TN       -   159,230.      516,890.      MT  (+/- 180 meters Scaled)
 FD0644
 FD0644                          SUPERSEDED SURVEY CONTROL
 FD0644
 FD0644  NGVD 29 (??/??/??)  222.16   (m)          728.9    (f) RESET       3  
 FD0644
 FD0644.Superseded values are not recommended for survey control.
 FD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0644.See file dsdata.txt to determine how the superseded data were derived.
 FD0644
 FD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE073578(NAD 83)
 FD0644_MARKER: DD = SURVEY DISK
 FD0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0644_STAMPING: 6 B 21 1963
 FD0644_MARK LOGO: TNHD  
 FD0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0644+STABILITY: SURFACE MOTION
 FD0644
 FD0644  HISTORY     - Date     Condition        Report By
 FD0644  HISTORY     - 1963     MONUMENTED       TNHD
 FD0644  HISTORY     - 1984     GOOD             NGS
 FD0644
 FD0644                          STATION DESCRIPTION
 FD0644
 FD0644'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0644'0.9 MI N FROM SPRING HILL.
 FD0644'FROM THE POST OFFICE IN SPRING HILL GO NORTH FOR 0.9 MILES TO THE
 FD0644'MARK ON THE RIGHT.  THE MARK IS LOCATED 6 FEET SOUTHEAST OF
 FD0644'POWER POLE 36, 1.5 FEET SOUTHWEST OF A WITNESS SIGN, 30 FEET EAST
 FD0644'OF THE CENTER LINE OF U.S. HIGHWAY 31 AND 1 FOOT WEST OF A WIRE
 FD0644'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0644'DISK SET IN TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0644
 FD0644                          STATION RECOVERY (1984)
 FD0644
 FD0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0644'RECOVERED IN GOOD CONDITION.  NOTE, THE WIRE FENCE HAS BEEN REPLACED
 FD0644'BY A BOARD FENCE WHICH IS 2.5 FEET EAST OF THE MARK AND THE OLD
 FD0644'WITNESS POST HAS BEEN REMOVED AND A NEW ONE PLACED 2.0 FEET NORTH OF
 FD0644'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0645 ***********************************************************************
 FD0645  DESIGNATION -  6 B 22
 FD0645  PID         -  FD0645
 FD0645  STATE/COUNTY-  TN/WILLIAMSON
 FD0645  USGS QUAD   -  SPRING HILL (1979)
 FD0645
 FD0645                         *CURRENT SURVEY CONTROL
 FD0645  ___________________________________________________________________
 FD0645* NAD 83(1986)-  35 46 34.     (N)    086 54 56.     (W)     SCALED    
 FD0645* NAVD 88     -       245.309  (meters)     804.82   (feet)  ADJUSTED  
 FD0645  ___________________________________________________________________
 FD0645  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD0645  DYNAMIC HT  -         245.092 (meters)     804.11  (feet)  COMP
 FD0645  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0645
 FD0645  VERT ORDER  -  SECOND    CLASS 0
 FD0645
 FD0645.The horizontal coordinates were scaled from a topographic map and have
 FD0645.an estimated accuracy of +/- 6 seconds.
 FD0645
 FD0645.The orthometric height was determined by differential leveling
 FD0645.and adjusted by the National Geodetic Survey in June 1991..
 FD0645
 FD0645.The geoid height was determined by GEOID03.
 FD0645
 FD0645.The dynamic height is computed by dividing the NAVD 88
 FD0645.geopotential number by the normal gravity value computed on the
 FD0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0645.degrees latitude (g = 980.6199 gals.).
 FD0645
 FD0645.The modeled gravity was interpolated from observed gravity values.
 FD0645
 FD0645;                    North         East    Units  Estimated Accuracy
 FD0645;SPC TN       -   160,460.      517,220.      MT  (+/- 180 meters Scaled)
 FD0645
 FD0645                          SUPERSEDED SURVEY CONTROL
 FD0645
 FD0645  NGVD 29 (??/??/??)  245.28   (m)          804.7    (f) RESET       3  
 FD0645
 FD0645.Superseded values are not recommended for survey control.
 FD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0645.See file dsdata.txt to determine how the superseded data were derived.
 FD0645
 FD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE076591(NAD 83)
 FD0645_MARKER: DD = SURVEY DISK
 FD0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0645_STAMPING: 6 B 22 1963
 FD0645_MARK LOGO: TNHD  
 FD0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0645+STABILITY: SURFACE MOTION
 FD0645
 FD0645  HISTORY     - Date     Condition        Report By
 FD0645  HISTORY     - 1963     MONUMENTED       TNHD
 FD0645  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0645
 FD0645                          STATION DESCRIPTION
 FD0645
 FD0645'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0645'2 MI N FROM SPRING HILL.
 FD0645'FROM THE POST OFFICE IN SPRING HILL GO NORTH ON U.S. HIGHWAY 31
 FD0645'FOR 2.0 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 21
 FD0645'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 31, 1 FOOT WEST OF
 FD0645'A WIRE FENCE, 5 FEET NORTH OF A FENCE CORNER, 11 FEET NORTHEAST
 FD0645'OF A POWER POLE AND 1.6 FEET NORTH OF A WITNESS SIGN.  THE MARK
 FD0645'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF
 FD0645'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0645
 FD0645                          STATION RECOVERY (1984)
 FD0645
 FD0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0645'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0650 ***********************************************************************
 FD0650  DESIGNATION -  6 B 23
 FD0650  PID         -  FD0650
 FD0650  STATE/COUNTY-  TN/WILLIAMSON
 FD0650  USGS QUAD   -  SPRING HILL (1979)
 FD0650
 FD0650                         *CURRENT SURVEY CONTROL
 FD0650  ___________________________________________________________________
 FD0650* NAD 83(1986)-  35 48 05.     (N)    086 54 14.     (W)     SCALED    
 FD0650* NAVD 88     -       252.609  (meters)     828.77   (feet)  ADJUSTED  
 FD0650  ___________________________________________________________________
 FD0650  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD0650  DYNAMIC HT  -         252.385 (meters)     828.03  (feet)  COMP
 FD0650  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0650
 FD0650  VERT ORDER  -  SECOND    CLASS 0
 FD0650
 FD0650.The horizontal coordinates were scaled from a topographic map and have
 FD0650.an estimated accuracy of +/- 6 seconds.
 FD0650
 FD0650.The orthometric height was determined by differential leveling
 FD0650.and adjusted by the National Geodetic Survey in June 1991..
 FD0650
 FD0650.The geoid height was determined by GEOID03.
 FD0650
 FD0650.The dynamic height is computed by dividing the NAVD 88
 FD0650.geopotential number by the normal gravity value computed on the
 FD0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0650.degrees latitude (g = 980.6199 gals.).
 FD0650
 FD0650.The modeled gravity was interpolated from observed gravity values.
 FD0650
 FD0650;                    North         East    Units  Estimated Accuracy
 FD0650;SPC TN       -   163,260.      518,300.      MT  (+/- 180 meters Scaled)
 FD0650
 FD0650                          SUPERSEDED SURVEY CONTROL
 FD0650
 FD0650  NGVD 29 (??/??/??)  252.57   (m)          828.6    (f) RESET       3  
 FD0650
 FD0650.Superseded values are not recommended for survey control.
 FD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0650.See file dsdata.txt to determine how the superseded data were derived.
 FD0650
 FD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE086619(NAD 83)
 FD0650_MARKER: DD = SURVEY DISK
 FD0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0650_STAMPING: 6 B 23 1963
 FD0650_MARK LOGO: TNHD  
 FD0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0650+STABILITY: SURFACE MOTION
 FD0650
 FD0650  HISTORY     - Date     Condition        Report By
 FD0650  HISTORY     - 1963     MONUMENTED       TNHD
 FD0650  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0650
 FD0650                          STATION DESCRIPTION
 FD0650
 FD0650'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0650'4 MI N FROM SPRING HILL.
 FD0650'FROM THE POST OFFICE IN SPRING HILL GO NORTH ON U.S. HIGHWAY 31
 FD0650'FOR 4.0 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 32
 FD0650'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 2 FEET NORTH
 FD0650'OF A WITNESS SIGN, 1.6 FEET WEST OF A WIRE FENCE AND 8 FEET
 FD0650'SOUTH OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0650'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0650'MONUMENT.
 FD0650
 FD0650                          STATION RECOVERY (1984)
 FD0650
 FD0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0650'NOT RECOVERED.  INADEQUATE DESCRIPTION, SNOW AND ICE HAMPERED
 FD0650'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0655 ***********************************************************************
 FD0655  DESIGNATION -  6 B 24
 FD0655  PID         -  FD0655
 FD0655  STATE/COUNTY-  TN/WILLIAMSON
 FD0655  USGS QUAD   -  SPRING HILL (1979)
 FD0655
 FD0655                         *CURRENT SURVEY CONTROL
 FD0655  ___________________________________________________________________
 FD0655* NAD 83(1986)-  35 50 04.     (N)    086 52 52.     (W)     SCALED    
 FD0655* NAVD 88     -       219.826  (meters)     721.21   (feet)  ADJUSTED  
 FD0655  ___________________________________________________________________
 FD0655  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FD0655  DYNAMIC HT  -         219.632 (meters)     720.58  (feet)  COMP
 FD0655  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FD0655
 FD0655  VERT ORDER  -  FIRST     CLASS II
 FD0655
 FD0655.The horizontal coordinates were scaled from a topographic map and have
 FD0655.an estimated accuracy of +/- 6 seconds.
 FD0655
 FD0655.The orthometric height was determined by differential leveling
 FD0655.and adjusted by the National Geodetic Survey in June 1991..
 FD0655
 FD0655.The geoid height was determined by GEOID03.
 FD0655
 FD0655.The dynamic height is computed by dividing the NAVD 88
 FD0655.geopotential number by the normal gravity value computed on the
 FD0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0655.degrees latitude (g = 980.6199 gals.).
 FD0655
 FD0655.The modeled gravity was interpolated from observed gravity values.
 FD0655
 FD0655;                    North         East    Units  Estimated Accuracy
 FD0655;SPC TN       -   166,910.      520,400.      MT  (+/- 180 meters Scaled)
 FD0655
 FD0655                          SUPERSEDED SURVEY CONTROL
 FD0655
 FD0655  NGVD 29 (??/??/??)  219.79   (m)          721.1    (f) RESET       3  
 FD0655
 FD0655.Superseded values are not recommended for survey control.
 FD0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0655.See file dsdata.txt to determine how the superseded data were derived.
 FD0655
 FD0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE107655(NAD 83)
 FD0655_MARKER: DD = SURVEY DISK
 FD0655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0655_STAMPING: 6 B 24 1963
 FD0655_MARK LOGO: TNHD  
 FD0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0655+STABILITY: SURFACE MOTION
 FD0655
 FD0655  HISTORY     - Date     Condition        Report By
 FD0655  HISTORY     - 1963     MONUMENTED       TNHD
 FD0655  HISTORY     - 1984     GOOD             NGS
 FD0655
 FD0655                          STATION DESCRIPTION
 FD0655
 FD0655'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0655'6.6 MI N FROM SPRING HILL.
 FD0655'FROM THE POST OFFICE IN SPRING HILL GO NORTH ON U.S. HIGHWAY 31
 FD0655'FOR 6.6 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 FD0655'53.5 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31, 36
 FD0655'FEET SOUTHEAST OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE
 FD0655'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE NORTH
 FD0655'WEST END OF A 19 FOOT CONCRETE CULVERT.
 FD0655
 FD0655                          STATION RECOVERY (1984)
 FD0655
 FD0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0655'RECOVERED IN GOOD CONDITION.  NOTE, LOCATED 25.9 METERS (85.0 FT) WEST
 FD0655'OF THE NORTH END AND ACROSS THE SOUTHBOUND LANE OF HIGHWAY 31 FROM A
 FD0655'LARGE BILLBOARD SIGN.
 FD0655'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0663 ***********************************************************************
 FD0663  DESIGNATION -  6 B 25
 FD0663  PID         -  FD0663
 FD0663  STATE/COUNTY-  TN/WILLIAMSON
 FD0663  USGS QUAD   -  LEIPERS FORK (1981)
 FD0663
 FD0663                         *CURRENT SURVEY CONTROL
 FD0663  ___________________________________________________________________
 FD0663* NAD 83(1986)-  35 54 06.     (N)    086 52 33.     (W)     SCALED    
 FD0663* NAVD 88     -       207.940  (meters)     682.22   (feet)  ADJUSTED  
 FD0663  ___________________________________________________________________
 FD0663  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0663  DYNAMIC HT  -         207.757 (meters)     681.62  (feet)  COMP
 FD0663  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FD0663
 FD0663  VERT ORDER  -  FIRST     CLASS II
 FD0663
 FD0663.The horizontal coordinates were scaled from a topographic map and have
 FD0663.an estimated accuracy of +/- 6 seconds.
 FD0663
 FD0663.The orthometric height was determined by differential leveling
 FD0663.and adjusted by the National Geodetic Survey in June 1991..
 FD0663
 FD0663.The geoid height was determined by GEOID03.
 FD0663
 FD0663.The dynamic height is computed by dividing the NAVD 88
 FD0663.geopotential number by the normal gravity value computed on the
 FD0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0663.degrees latitude (g = 980.6199 gals.).
 FD0663
 FD0663.The modeled gravity was interpolated from observed gravity values.
 FD0663
 FD0663;                    North         East    Units  Estimated Accuracy
 FD0663;SPC TN       -   174,360.      520,940.      MT  (+/- 180 meters Scaled)
 FD0663
 FD0663                          SUPERSEDED SURVEY CONTROL
 FD0663
 FD0663  NGVD 29 (??/??/??)  207.92   (m)          682.2    (f) RESET       3  
 FD0663
 FD0663.Superseded values are not recommended for survey control.
 FD0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0663.See file dsdata.txt to determine how the superseded data were derived.
 FD0663
 FD0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE112730(NAD 83)
 FD0663_MARKER: DD = SURVEY DISK
 FD0663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0663_STAMPING: 6 B-25 1963
 FD0663_MARK LOGO: TNHD  
 FD0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0663+STABILITY: SURFACE MOTION
 FD0663
 FD0663  HISTORY     - Date     Condition        Report By
 FD0663  HISTORY     - 1963     MONUMENTED       TNHD
 FD0663  HISTORY     - 1983     GOOD             NGS
 FD0663
 FD0663                          STATION DESCRIPTION
 FD0663
 FD0663'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0663'1.6 MI S FROM FRANKLIN.
 FD0663'FROM THE POST OFFICE IN FRANKLIN GO 1.6 MILES SOUTH ON U.S.
 FD0663'HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 24 FEET
 FD0663'EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 15 FEET NORTHWEST OF
 FD0663'POWER POLE NO. 864.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0663'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE NORTH END OF
 FD0663'A 10 FOOT CONCRETE CULVERT.
 FD0663
 FD0663                          STATION RECOVERY (1983)
 FD0663
 FD0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0663'RECOVERED IN GOOD CONDITION.  NOTE, LOCATED AT THE ENTRANCE TO THE CPS
 FD0663'INDUSTRIES INCORPORATED PLANT.
 FD0663'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0668 ***********************************************************************
 FD0668  DESIGNATION -  6 B 26
 FD0668  PID         -  FD0668
 FD0668  STATE/COUNTY-  TN/WILLIAMSON
 FD0668  USGS QUAD   -  FRANKLIN (1981)
 FD0668
 FD0668                         *CURRENT SURVEY CONTROL
 FD0668  ___________________________________________________________________
 FD0668* NAD 83(1986)-  35 56 10.     (N)    086 51 33.     (W)     SCALED    
 FD0668* NAVD 88     -       210.625  (meters)     691.03   (feet)  ADJUSTED  
 FD0668  ___________________________________________________________________
 FD0668  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FD0668  DYNAMIC HT  -         210.440 (meters)     690.42  (feet)  COMP
 FD0668  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 FD0668
 FD0668  VERT ORDER  -  FIRST     CLASS II
 FD0668
 FD0668.The horizontal coordinates were scaled from a topographic map and have
 FD0668.an estimated accuracy of +/- 6 seconds.
 FD0668
 FD0668.The orthometric height was determined by differential leveling
 FD0668.and adjusted by the National Geodetic Survey in June 1991..
 FD0668
 FD0668.The geoid height was determined by GEOID03.
 FD0668
 FD0668.The dynamic height is computed by dividing the NAVD 88
 FD0668.geopotential number by the normal gravity value computed on the
 FD0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0668.degrees latitude (g = 980.6199 gals.).
 FD0668
 FD0668.The modeled gravity was interpolated from observed gravity values.
 FD0668
 FD0668;                    North         East    Units  Estimated Accuracy
 FD0668;SPC TN       -   178,170.      522,480.      MT  (+/- 180 meters Scaled)
 FD0668
 FD0668                          SUPERSEDED SURVEY CONTROL
 FD0668
 FD0668  NGVD 29 (??/??/??)  210.61   (m)          691.0    (f) RESET       3  
 FD0668
 FD0668.Superseded values are not recommended for survey control.
 FD0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0668.See file dsdata.txt to determine how the superseded data were derived.
 FD0668
 FD0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE127768(NAD 83)
 FD0668_MARKER: DD = SURVEY DISK
 FD0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0668_STAMPING: 6 B-26 1963
 FD0668_MARK LOGO: TNHD  
 FD0668_PROJECTION: FLUSH
 FD0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0668+STABILITY: SURFACE MOTION
 FD0668
 FD0668  HISTORY     - Date     Condition        Report By
 FD0668  HISTORY     - 1963     MONUMENTED       TNHD
 FD0668  HISTORY     - 1984     GOOD             NGS
 FD0668
 FD0668                          STATION DESCRIPTION
 FD0668
 FD0668'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0668'1.2 MI N FROM FRANKLIN.
 FD0668'FROM THE POST OFFICE IN FRANKLIN GO 1.2 MILES NORTH ON U.S.
 FD0668'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 24
 FD0668'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 1 FOOT NORTHWEST
 FD0668'OF A WITNESS SIGN, 1 FOOT WEST OF A WIRE FENCE, 28 FEET SOUTH OF
 FD0668'A DRIVE WAY AND 6 FEET EAST OF A POWER POLE.  THE MARK IS A
 FD0668'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FD0668'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0668
 FD0668                          STATION RECOVERY (1984)
 FD0668
 FD0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0668'RECOVERED IN GOOD CONDITION.  NOTE, THE WIRE FENCE IS GONE, AND THE
 FD0668'MARK IS 1.8 METERS (6.0 FT) SOUTHWEST OF A POWERLINE POLE.
 FD0668'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 FD0668'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0669 ***********************************************************************
 FD0669  DESIGNATION -  6 B 27
 FD0669  PID         -  FD0669
 FD0669  STATE/COUNTY-  TN/WILLIAMSON
 FD0669  USGS QUAD   -  FRANKLIN (1981)
 FD0669
 FD0669                         *CURRENT SURVEY CONTROL
 FD0669  ___________________________________________________________________
 FD0669* NAD 83(1986)-  35 56 54.     (N)    086 51 01.     (W)     SCALED    
 FD0669* NAVD 88     -       214.822  (meters)     704.80   (feet)  ADJUSTED  
 FD0669  ___________________________________________________________________
 FD0669  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0669  DYNAMIC HT  -         214.634 (meters)     704.18  (feet)  COMP
 FD0669  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FD0669
 FD0669  VERT ORDER  -  FIRST     CLASS II
 FD0669
 FD0669.The horizontal coordinates were scaled from a topographic map and have
 FD0669.an estimated accuracy of +/- 6 seconds.
 FD0669
 FD0669.The orthometric height was determined by differential leveling
 FD0669.and adjusted by the National Geodetic Survey in June 1991..
 FD0669
 FD0669.The geoid height was determined by GEOID03.
 FD0669
 FD0669.The dynamic height is computed by dividing the NAVD 88
 FD0669.geopotential number by the normal gravity value computed on the
 FD0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0669.degrees latitude (g = 980.6199 gals.).
 FD0669
 FD0669.The modeled gravity was interpolated from observed gravity values.
 FD0669
 FD0669;                    North         East    Units  Estimated Accuracy
 FD0669;SPC TN       -   179,520.      523,290.      MT  (+/- 180 meters Scaled)
 FD0669
 FD0669                          SUPERSEDED SURVEY CONTROL
 FD0669
 FD0669  NGVD 29 (??/??/??)  214.81   (m)          704.8    (f) RESET       3  
 FD0669
 FD0669.Superseded values are not recommended for survey control.
 FD0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0669.See file dsdata.txt to determine how the superseded data were derived.
 FD0669
 FD0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE135782(NAD 83)
 FD0669_MARKER: DD = SURVEY DISK
 FD0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0669_STAMPING: 6 B-27 1963
 FD0669_MARK LOGO: TNHD  
 FD0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0669+STABILITY: SURFACE MOTION
 FD0669
 FD0669  HISTORY     - Date     Condition        Report By
 FD0669  HISTORY     - 1963     MONUMENTED       TNHD
 FD0669  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0669  HISTORY     - 1984     GOOD             NGS
 FD0669
 FD0669                          STATION DESCRIPTION
 FD0669
 FD0669'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0669'2.2 MI N FROM FRANKLIN.
 FD0669'FROM THE POST OFFICE IN FRANKLIN GO 2.2 MILES NORTH ON U.S.
 FD0669'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 32 FEET
 FD0669'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 1.5 FEET NORTH
 FD0669'OF WITNESS SIGN, 1 FOOT NORTHWEST OF A WIRE FENCE AND 6 FEET SOUTH
 FD0669'OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0669'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FD0669'CONCRETE MONUMENT.
 FD0669
 FD0669                          STATION RECOVERY (1979)
 FD0669
 FD0669'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0669'MARK NOT FOUND.
 FD0669
 FD0669                          STATION RECOVERY (1984)
 FD0669
 FD0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0674 ***********************************************************************
 FD0674  DESIGNATION -  6 B 28
 FD0674  PID         -  FD0674
 FD0674  STATE/COUNTY-  TN/WILLIAMSON
 FD0674  USGS QUAD   -  FRANKLIN (1981)
 FD0674
 FD0674                         *CURRENT SURVEY CONTROL
 FD0674  ___________________________________________________________________
 FD0674* NAD 83(1986)-  35 58 21.     (N)    086 50 02.     (W)     SCALED    
 FD0674* NAVD 88     -       233.322  (meters)     765.49   (feet)  ADJUSTED  
 FD0674  ___________________________________________________________________
 FD0674  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FD0674  DYNAMIC HT  -         233.118 (meters)     764.82  (feet)  COMP
 FD0674  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 FD0674
 FD0674  VERT ORDER  -  SECOND    CLASS 0
 FD0674
 FD0674.The horizontal coordinates were scaled from a topographic map and have
 FD0674.an estimated accuracy of +/- 6 seconds.
 FD0674
 FD0674.The orthometric height was determined by differential leveling
 FD0674.and adjusted by the National Geodetic Survey in June 1991..
 FD0674
 FD0674.The geoid height was determined by GEOID03.
 FD0674
 FD0674.The dynamic height is computed by dividing the NAVD 88
 FD0674.geopotential number by the normal gravity value computed on the
 FD0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0674.degrees latitude (g = 980.6199 gals.).
 FD0674
 FD0674.The modeled gravity was interpolated from observed gravity values.
 FD0674
 FD0674;                    North         East    Units  Estimated Accuracy
 FD0674;SPC TN       -   182,190.      524,790.      MT  (+/- 180 meters Scaled)
 FD0674
 FD0674                          SUPERSEDED SURVEY CONTROL
 FD0674
 FD0674  NGVD 29 (??/??/??)  233.32   (m)          765.5    (f) RESET       3  
 FD0674
 FD0674.Superseded values are not recommended for survey control.
 FD0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0674.See file dsdata.txt to determine how the superseded data were derived.
 FD0674
 FD0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE149809(NAD 83)
 FD0674_MARKER: DD = SURVEY DISK
 FD0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0674_SP_SET: CULVERT
 FD0674_STAMPING: 6 B-28 1963
 FD0674_MARK LOGO: TNHD  
 FD0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0674
 FD0674  HISTORY     - Date     Condition        Report By
 FD0674  HISTORY     - 1963     MONUMENTED       TNHD
 FD0674  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0674  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0674  HISTORY     - 20060410 MARK NOT FOUND   TNDT
 FD0674
 FD0674                          STATION DESCRIPTION
 FD0674
 FD0674'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0674'4.1 MI N FROM FRANKLIN.
 FD0674'THE MARK IS LOCATED AT THE HOLLY 1963 STATION SITE, 31 FEET
 FD0674'NORTHEAST OF A TELEPHONE POLE, 10 FEET WEST OF THE TOP EDGE OF A
 FD0674'HIGHWAY CUT AND 1 FOOT EAST OF A WIRE FENCE.  IT IS SET IN A
 FD0674'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0674
 FD0674                          STATION RECOVERY (1979)
 FD0674
 FD0674'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0674'MARK NOT FOUND.
 FD0674
 FD0674                          STATION RECOVERY (1984)
 FD0674
 FD0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0674'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
 FD0674
 FD0674                          STATION RECOVERY (2006)
 FD0674
 FD0674'RECOVERY NOTE BY TN DEPT OF TRANSP 2006 (TWB)
 FD0674'HIGHWAY WIDENED IN IMMEDIATE VICINITY. MARK VERY LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0678 ***********************************************************************
 FD0678  DESIGNATION -  6 B 29
 FD0678  PID         -  FD0678
 FD0678  STATE/COUNTY-  TN/WILLIAMSON
 FD0678  USGS QUAD   -  FRANKLIN (1981)
 FD0678
 FD0678                         *CURRENT SURVEY CONTROL
 FD0678  ___________________________________________________________________
 FD0678* NAD 83(1986)-  35 59 24.     (N)    086 48 51.     (W)     SCALED    
 FD0678* NAVD 88     -       233.713  (meters)     766.77   (feet)  ADJUSTED  
 FD0678  ___________________________________________________________________
 FD0678  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FD0678  DYNAMIC HT  -         233.509 (meters)     766.10  (feet)  COMP
 FD0678  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 FD0678
 FD0678  VERT ORDER  -  FIRST     CLASS II
 FD0678
 FD0678.The horizontal coordinates were scaled from a topographic map and have
 FD0678.an estimated accuracy of +/- 6 seconds.
 FD0678
 FD0678.The orthometric height was determined by differential leveling
 FD0678.and adjusted by the National Geodetic Survey in June 1991..
 FD0678
 FD0678.The geoid height was determined by GEOID03.
 FD0678
 FD0678.The dynamic height is computed by dividing the NAVD 88
 FD0678.geopotential number by the normal gravity value computed on the
 FD0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0678.degrees latitude (g = 980.6199 gals.).
 FD0678
 FD0678.The modeled gravity was interpolated from observed gravity values.
 FD0678
 FD0678;                    North         East    Units  Estimated Accuracy
 FD0678;SPC TN       -   184,110.      526,590.      MT  (+/- 180 meters Scaled)
 FD0678
 FD0678                          SUPERSEDED SURVEY CONTROL
 FD0678
 FD0678  NGVD 29 (??/??/??)  233.72   (m)          766.8    (f) RESET       3  
 FD0678
 FD0678.Superseded values are not recommended for survey control.
 FD0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0678.See file dsdata.txt to determine how the superseded data were derived.
 FD0678
 FD0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE167828(NAD 83)
 FD0678_MARKER: DD = SURVEY DISK
 FD0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0678_STAMPING: 6 B-29 1963
 FD0678_MARK LOGO: TNHD  
 FD0678_PROJECTION: FLUSH
 FD0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0678+STABILITY: SURFACE MOTION
 FD0678
 FD0678  HISTORY     - Date     Condition        Report By
 FD0678  HISTORY     - 1963     MONUMENTED       TNHD
 FD0678  HISTORY     - 1984     GOOD             NGS
 FD0678
 FD0678                          STATION DESCRIPTION
 FD0678
 FD0678'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0678'5.9 MI N FROM FRANKLIN.
 FD0678'FROM THE POST OFFICE IN FRANKLIN GO 5.9 MILES NORTH ON U.S.
 FD0678'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 25 FEET
 FD0678'EAST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET NORTH OF A POWER
 FD0678'POLE, 3.5 FEET NORTHWEST OF A WITNESS SIGN, 2 FEET WEST OF A
 FD0678'HEDGE ROW AND IS LOCATED AT THE BAPTIST ORPHANAGE.  THE MARK IS
 FD0678'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0678'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0678
 FD0678                          STATION RECOVERY (1984)
 FD0678
 FD0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0678'RECOVERED IN GOOD CONDITION.  NOTE, ABOUT 58.0 METERS (190.0 FT)
 FD0678'SOUTHWEST OF THE ENTRANCE TO THE BAPTIST CHILDRENS HOME.
 FD0678'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0945 ***********************************************************************
 FD0945  DESIGNATION -  6 B 3
 FD0945  PID         -  FD0945
 FD0945  STATE/COUNTY-  TN/MAURY
 FD0945  USGS QUAD   -  SUMMERTOWN (1976)
 FD0945
 FD0945                         *CURRENT SURVEY CONTROL
 FD0945  ___________________________________________________________________
 FD0945* NAD 83(1986)-  35 28 24.     (N)    087 15 04.     (W)     SCALED    
 FD0945* NAVD 88     -       217.242  (meters)     712.73   (feet)  ADJUSTED  
 FD0945  ___________________________________________________________________
 FD0945  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0945  DYNAMIC HT  -         217.042 (meters)     712.08  (feet)  COMP
 FD0945  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 FD0945
 FD0945  VERT ORDER  -  SECOND    CLASS 0
 FD0945
 FD0945.The horizontal coordinates were scaled from a topographic map and have
 FD0945.an estimated accuracy of +/- 6 seconds.
 FD0945
 FD0945.The orthometric height was determined by differential leveling
 FD0945.and adjusted by the National Geodetic Survey in June 1991..
 FD0945
 FD0945.The geoid height was determined by GEOID03.
 FD0945
 FD0945.The dynamic height is computed by dividing the NAVD 88
 FD0945.geopotential number by the normal gravity value computed on the
 FD0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0945.degrees latitude (g = 980.6199 gals.).
 FD0945
 FD0945.The modeled gravity was interpolated from observed gravity values.
 FD0945
 FD0945;                    North         East    Units  Estimated Accuracy
 FD0945;SPC TN       -   127,210.      486,460.      MT  (+/- 180 meters Scaled)
 FD0945
 FD0945                          SUPERSEDED SURVEY CONTROL
 FD0945
 FD0945  NGVD 29 (??/??/92)  217.220  (m)          712.66   (f) ADJ UNCH    2 0
 FD0945
 FD0945.Superseded values are not recommended for survey control.
 FD0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0945.See file dsdata.txt to determine how the superseded data were derived.
 FD0945
 FD0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE772255(NAD 83)
 FD0945_MARKER: DD = SURVEY DISK
 FD0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0945_STAMPING: 6 B-3 1963
 FD0945_MARK LOGO: TNHD  
 FD0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0945+STABILITY: SURFACE MOTION
 FD0945
 FD0945  HISTORY     - Date     Condition        Report By
 FD0945  HISTORY     - 1963     MONUMENTED       TNHD
 FD0945  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0945
 FD0945                          STATION DESCRIPTION
 FD0945
 FD0945'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0945'AT ROCKDALE.
 FD0945'AT ROCKDALE, MAURY COUNTY, 27 FEET SOUTH OF CENTERLINE OF U.S.
 FD0945'HIGHWAY 43, 3 FEET SOUTHWEST OF POWER POLE NO. 89, 40 FEET
 FD0945'NORTHWEST OF A FENCE CORNER, 45 FEET WEST OF A PAVED ROAD
 FD0945'INTERSECTION AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 FD0945'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF
 FD0945'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0945
 FD0945                          STATION RECOVERY (1983)
 FD0945
 FD0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0945'NOT RECOVERED, POWER POLES MOVED, INADEQUATE DESCRIPTION, NO REFERENCE
 FD0945'POINTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0817 ***********************************************************************
 GC0817  DESIGNATION -  6 B 30
 GC0817  PID         -  GC0817
 GC0817  STATE/COUNTY-  TN/WILLIAMSON
 GC0817  USGS QUAD   -  OAK HILL (1968)
 GC0817
 GC0817                         *CURRENT SURVEY CONTROL
 GC0817  ___________________________________________________________________
 GC0817* NAD 83(1986)-  36 00 51.     (N)    086 47 59.     (W)     SCALED    
 GC0817* NAVD 88     -       199.531  (meters)     654.63   (feet)  POSTED    
 GC0817  ___________________________________________________________________
 GC0817  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC0817  DYNAMIC HT  -         199.360 (meters)     654.07  (feet)  COMP
 GC0817  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 GC0817
 GC0817  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GC0817
 GC0817.The horizontal coordinates were scaled from a topographic map and have
 GC0817.an estimated accuracy of +/- 6 seconds.
 GC0817
 GC0817.The orthometric height was determined by differential leveling
 GC0817.and adjusted by the National Geodetic Survey in 1992..
 GC0817.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GC0817.rate of 4.1 thru 8.0 mm/km.
 GC0817
 GC0817.The geoid height was determined by GEOID03.
 GC0817
 GC0817.The dynamic height is computed by dividing the NAVD 88
 GC0817.geopotential number by the normal gravity value computed on the
 GC0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0817.degrees latitude (g = 980.6199 gals.).
 GC0817
 GC0817.The modeled gravity was interpolated from observed gravity values.
 GC0817
 GC0817;                    North         East    Units  Estimated Accuracy
 GC0817;SPC TN       -   186,780.      527,910.      MT  (+/- 180 meters Scaled)
 GC0817
 GC0817                          SUPERSEDED SURVEY CONTROL
 GC0817
 GC0817  NGVD 29 (??/??/??)  199.55   (m)          654.7    (f) RESET       3  
 GC0817
 GC0817.Superseded values are not recommended for survey control.
 GC0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0817.See file dsdata.txt to determine how the superseded data were derived.
 GC0817
 GC0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE180855(NAD 83)
 GC0817_MARKER: DD = SURVEY DISK
 GC0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0817_STAMPING: 6B-30 1963
 GC0817_MARK LOGO: TNHD  
 GC0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0817+STABILITY: SURFACE MOTION
 GC0817
 GC0817  HISTORY     - Date     Condition        Report By
 GC0817  HISTORY     - 1963     MONUMENTED       TNHD
 GC0817  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0817
 GC0817                          STATION DESCRIPTION
 GC0817
 GC0817'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0817'7.8 MI N FROM FRANKLIN.
 GC0817'FROM THE POST OFFICE IN FRANKLIN GO 7.8 MILES NORTH ON U.S.
 GC0817'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 29 FEET
 GC0817'EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A WITNESS
 GC0817'SIGN, 1 FOOT WEST OF A WOODEN FENCE AND 6 FEET NORTH OF A POWER
 GC0817'POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC0817'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GC0817'WITH THE GROUND.
 GC0817
 GC0817                          STATION RECOVERY (1984)
 GC0817
 GC0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0817'NOT RECOVERED.  POSSIBLY TAKEN OUT BY HIGHWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0818 ***********************************************************************
 GC0818  DESIGNATION -  6 B 31
 GC0818  PID         -  GC0818
 GC0818  STATE/COUNTY-  TN/WILLIAMSON
 GC0818  USGS QUAD   -  OAK HILL (1968)
 GC0818
 GC0818                         *CURRENT SURVEY CONTROL
 GC0818  ___________________________________________________________________
 GC0818* NAD 83(1986)-  36 01 36.     (N)    086 47 32.     (W)     SCALED    
 GC0818* NAVD 88     -       208.110  (meters)     682.77   (feet)  POSTED    
 GC0818  ___________________________________________________________________
 GC0818  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0818  DYNAMIC HT  -         207.930 (meters)     682.18  (feet)  COMP
 GC0818  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 GC0818
 GC0818  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GC0818
 GC0818.The horizontal coordinates were scaled from a topographic map and have
 GC0818.an estimated accuracy of +/- 6 seconds.
 GC0818
 GC0818.The orthometric height was determined by differential leveling
 GC0818.and adjusted by the National Geodetic Survey in 1992..
 GC0818.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GC0818.rate of 3.1 thru 4.0 mm/km.
 GC0818
 GC0818.The geoid height was determined by GEOID03.
 GC0818
 GC0818.The dynamic height is computed by dividing the NAVD 88
 GC0818.geopotential number by the normal gravity value computed on the
 GC0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0818.degrees latitude (g = 980.6199 gals.).
 GC0818
 GC0818.The modeled gravity was interpolated from observed gravity values.
 GC0818
 GC0818;                    North         East    Units  Estimated Accuracy
 GC0818;SPC TN       -   188,160.      528,600.      MT  (+/- 180 meters Scaled)
 GC0818
 GC0818                          SUPERSEDED SURVEY CONTROL
 GC0818
 GC0818  NGVD 29 (??/??/??)  208.15   (m)          682.9    (f) RESET       3  
 GC0818
 GC0818.Superseded values are not recommended for survey control.
 GC0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0818.See file dsdata.txt to determine how the superseded data were derived.
 GC0818
 GC0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE187869(NAD 83)
 GC0818_MARKER: DD = SURVEY DISK
 GC0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0818_STAMPING: 6B-31 1963
 GC0818_MARK LOGO: TNHD  
 GC0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0818+STABILITY: SURFACE MOTION
 GC0818
 GC0818  HISTORY     - Date     Condition        Report By
 GC0818  HISTORY     - 1963     MONUMENTED       TNHD
 GC0818  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0818
 GC0818                          STATION DESCRIPTION
 GC0818
 GC0818'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0818'0.7 MI S FROM BRENTWOOD.
 GC0818'FROM THE POST OFFICE IN BRENTWOOD GO 0.7 MILES SOUTH ON U.S.
 GC0818'HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 28 FEET
 GC0818'EAST OF THE CENTERLINE OF THE HIGHWAY, 71 FEET EAST OF A DRIVEWAY,
 GC0818'2 FEET SOUTH OF A WITNESS SIGN, 2 FEET WEST OF A FENCE AND 44
 GC0818'FEET SOUTH OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE
 GC0818'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GC0818'MONUMENT, FLUSH WITH THE GROUND.
 GC0818
 GC0818                          STATION RECOVERY (1984)
 GC0818
 GC0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0818'NOT RECOVERED.  POSSIBLY TAKEN OUT BY ROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0819 ***********************************************************************
 GC0819  DESIGNATION -  6 B 32
 GC0819  PID         -  GC0819
 GC0819  STATE/COUNTY-  TN/WILLIAMSON
 GC0819  USGS QUAD   -  OAK HILL (1968)
 GC0819
 GC0819                         *CURRENT SURVEY CONTROL
 GC0819  ___________________________________________________________________
 GC0819* NAD 83(1986)-  36 02 14.     (N)    086 47 11.     (W)     SCALED    
 GC0819* NAVD 88     -       231.004  (meters)     757.89   (feet)  POSTED    
 GC0819  ___________________________________________________________________
 GC0819  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC0819  DYNAMIC HT  -         230.800 (meters)     757.22  (feet)  COMP
 GC0819  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 GC0819
 GC0819  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC0819
 GC0819.The horizontal coordinates were scaled from a topographic map and have
 GC0819.an estimated accuracy of +/- 6 seconds.
 GC0819
 GC0819.The orthometric height was determined by differential leveling
 GC0819.and adjusted by the National Geodetic Survey in 1992..
 GC0819.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC0819.rate of 2.1 thru 3.0 mm/km.
 GC0819
 GC0819.The geoid height was determined by GEOID03.
 GC0819
 GC0819.The dynamic height is computed by dividing the NAVD 88
 GC0819.geopotential number by the normal gravity value computed on the
 GC0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0819.degrees latitude (g = 980.6199 gals.).
 GC0819
 GC0819.The modeled gravity was interpolated from observed gravity values.
 GC0819
 GC0819;                    North         East    Units  Estimated Accuracy
 GC0819;SPC TN       -   189,330.      529,130.      MT  (+/- 180 meters Scaled)
 GC0819
 GC0819                          SUPERSEDED SURVEY CONTROL
 GC0819
 GC0819  NGVD 29 (??/??/??)  231.05   (m)          758.0    (f) RESET       3  
 GC0819
 GC0819.Superseded values are not recommended for survey control.
 GC0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0819.See file dsdata.txt to determine how the superseded data were derived.
 GC0819
 GC0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192880(NAD 83)
 GC0819_MARKER: DD = SURVEY DISK
 GC0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0819_STAMPING: 6B-32 1963
 GC0819_MARK LOGO: TNHD  
 GC0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0819+STABILITY: SURFACE MOTION
 GC0819
 GC0819  HISTORY     - Date     Condition        Report By
 GC0819  HISTORY     - 1963     MONUMENTED       TNHD
 GC0819  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0819
 GC0819                          STATION DESCRIPTION
 GC0819
 GC0819'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0819'IN BRENTWOOD.
 GC0819'THE MARK IS LOCATED IN BRENTWOOD AT THE INTERSECTION OF U.S.
 GC0819'HIGHWAY 31 AND OLD HICKORY BLVD., 44 FEET EAST OF THE CENTER
 GC0819'LINE OF U.S. HIGHWAY 31, 1 FOOT NORTHWEST OF A WITNESS SIGN, 38
 GC0819'FEET SOUTH OF A POWER POLE AND 89 FEET SOUTH OF THE CENTER LINE
 GC0819'OF OLD HICKORY BLVD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0819'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 GC0819'CONCRETE MONUMENT.
 GC0819
 GC0819                          STATION RECOVERY (1984)
 GC0819
 GC0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0819'NOT RECOVERED.  POSSIBLY TAKEN OUT BY ROAD CONSTRUCTION EQUIPMENT WHEN
 GC0819'THE ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0820 ***********************************************************************
 GC0820  DESIGNATION -  6 B 33
 GC0820  PID         -  GC0820
 GC0820  STATE/COUNTY-  TN/DAVIDSON
 GC0820  USGS QUAD   -  OAK HILL (1968)
 GC0820
 GC0820                         *CURRENT SURVEY CONTROL
 GC0820  ___________________________________________________________________
 GC0820* NAD 83(1986)-  36 02 54.     (N)    086 46 35.     (W)     SCALED    
 GC0820* NAVD 88     -       210.356  (meters)     690.14   (feet)  POSTED    
 GC0820  ___________________________________________________________________
 GC0820  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0820  DYNAMIC HT  -         210.170 (meters)     689.53  (feet)  COMP
 GC0820  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GC0820
 GC0820  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GC0820
 GC0820.The horizontal coordinates were scaled from a topographic map and have
 GC0820.an estimated accuracy of +/- 6 seconds.
 GC0820
 GC0820.The orthometric height was determined by differential leveling
 GC0820.and adjusted by the National Geodetic Survey in 1992..
 GC0820.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GC0820.rate of 3.1 thru 4.0 mm/km.
 GC0820
 GC0820.The geoid height was determined by GEOID03.
 GC0820
 GC0820.The dynamic height is computed by dividing the NAVD 88
 GC0820.geopotential number by the normal gravity value computed on the
 GC0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0820.degrees latitude (g = 980.6199 gals.).
 GC0820
 GC0820.The modeled gravity was interpolated from observed gravity values.
 GC0820
 GC0820;                    North         East    Units  Estimated Accuracy
 GC0820;SPC TN       -   190,560.      530,050.      MT  (+/- 180 meters Scaled)
 GC0820
 GC0820                          SUPERSEDED SURVEY CONTROL
 GC0820
 GC0820  NGVD 29 (??/??/??)  210.41   (m)          690.3    (f) RESET       3  
 GC0820
 GC0820.Superseded values are not recommended for survey control.
 GC0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0820.See file dsdata.txt to determine how the superseded data were derived.
 GC0820
 GC0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE201893(NAD 83)
 GC0820_MARKER: DD = SURVEY DISK
 GC0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0820_STAMPING: 6B-33 1963
 GC0820_MARK LOGO: TNHD  
 GC0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0820+STABILITY: SURFACE MOTION
 GC0820
 GC0820  HISTORY     - Date     Condition        Report By
 GC0820  HISTORY     - 1963     MONUMENTED       TNHD
 GC0820  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0820
 GC0820                          STATION DESCRIPTION
 GC0820
 GC0820'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0820'1.1 MI N FROM BRENTWOOD.
 GC0820'FROM THE POST OFFICE IN BRENTWOOD GO 1.1 MILES NORTH ON U.S.
 GC0820'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 32 FEET
 GC0820'EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF A
 GC0820'TELEPHONE POLE AND 3 FEET NORTHWEST OF A WITNESS SIGN.  THE MARK
 GC0820'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC0820'OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0820
 GC0820                          STATION RECOVERY (1984)
 GC0820
 GC0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0820'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0821 ***********************************************************************
 GC0821  DESIGNATION -  6 B 34
 GC0821  PID         -  GC0821
 GC0821  STATE/COUNTY-  TN/DAVIDSON
 GC0821  USGS QUAD   -  OAK HILL (1968)
 GC0821
 GC0821                         *CURRENT SURVEY CONTROL
 GC0821  ___________________________________________________________________
 GC0821* NAD 83(1986)-  36 03 47.     (N)    086 46 27.     (W)     SCALED    
 GC0821* NAVD 88     -       206.903  (meters)     678.81   (feet)  POSTED    
 GC0821  ___________________________________________________________________
 GC0821  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0821  DYNAMIC HT  -         206.720 (meters)     678.21  (feet)  COMP
 GC0821  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC0821
 GC0821  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GC0821
 GC0821.The horizontal coordinates were scaled from a topographic map and have
 GC0821.an estimated accuracy of +/- 6 seconds.
 GC0821
 GC0821.The orthometric height was determined by differential leveling
 GC0821.and adjusted by the National Geodetic Survey in 1992..
 GC0821.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GC0821.rate of 4.1 thru 8.0 mm/km.
 GC0821
 GC0821.The geoid height was determined by GEOID03.
 GC0821
 GC0821.The dynamic height is computed by dividing the NAVD 88
 GC0821.geopotential number by the normal gravity value computed on the
 GC0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0821.degrees latitude (g = 980.6199 gals.).
 GC0821
 GC0821.The modeled gravity was interpolated from observed gravity values.
 GC0821
 GC0821;                    North         East    Units  Estimated Accuracy
 GC0821;SPC TN       -   192,190.      530,260.      MT  (+/- 180 meters Scaled)
 GC0821
 GC0821                          SUPERSEDED SURVEY CONTROL
 GC0821
 GC0821  NGVD 29 (??/??/??)  206.97   (m)          679.0    (f) RESET       3  
 GC0821
 GC0821.Superseded values are not recommended for survey control.
 GC0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0821.See file dsdata.txt to determine how the superseded data were derived.
 GC0821
 GC0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203909(NAD 83)
 GC0821_MARKER: DD = SURVEY DISK
 GC0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0821_STAMPING: 6B-34 1963
 GC0821_MARK LOGO: TNHD  
 GC0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0821+STABILITY: SURFACE MOTION
 GC0821
 GC0821  HISTORY     - Date     Condition        Report By
 GC0821  HISTORY     - 1963     MONUMENTED       TNHD
 GC0821  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0821
 GC0821                          STATION DESCRIPTION
 GC0821
 GC0821'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0821'2.2 MI N FROM BRENTWOOD.
 GC0821'FROM THE POST OFFICE IN BRENTWOOD GO 2.2 MILES NORTH ON U.S.
 GC0821'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 32
 GC0821'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST
 GC0821'OF A WITNESS SIGN, 1 FOOT WEST OF A ROCK FENCE, 115 FEET SOUTH
 GC0821'OF THE CENTERLINE OF A DRIVEWAY AND 5 FEET SOUTHEAST OF TELEPHONE
 GC0821'POLE NO. 312.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0821'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GC0821'WITH THE GROUND.
 GC0821
 GC0821                          STATION RECOVERY (1984)
 GC0821
 GC0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0821'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN SEWER AND WATER LINES WERE
 GC0821'LAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0822 ***********************************************************************
 GC0822  DESIGNATION -  6 B 35
 GC0822  PID         -  GC0822
 GC0822  STATE/COUNTY-  TN/DAVIDSON
 GC0822  USGS QUAD   -  OAK HILL (1968)
 GC0822
 GC0822                         *CURRENT SURVEY CONTROL
 GC0822  ___________________________________________________________________
 GC0822* NAD 83(1986)-  36 04 38.     (N)    086 46 24.     (W)     SCALED    
 GC0822* NAVD 88     -       203.343  (meters)     667.13   (feet)  ADJUSTED  
 GC0822  ___________________________________________________________________
 GC0822  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0822  DYNAMIC HT  -         203.167 (meters)     666.56  (feet)  COMP
 GC0822  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GC0822
 GC0822  VERT ORDER  -  FIRST     CLASS II
 GC0822
 GC0822.The horizontal coordinates were scaled from a topographic map and have
 GC0822.an estimated accuracy of +/- 6 seconds.
 GC0822
 GC0822.The orthometric height was determined by differential leveling
 GC0822.and adjusted by the National Geodetic Survey in June 1991..
 GC0822
 GC0822.The geoid height was determined by GEOID03.
 GC0822
 GC0822.The dynamic height is computed by dividing the NAVD 88
 GC0822.geopotential number by the normal gravity value computed on the
 GC0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0822.degrees latitude (g = 980.6199 gals.).
 GC0822
 GC0822.The modeled gravity was interpolated from observed gravity values.
 GC0822
 GC0822;                    North         East    Units  Estimated Accuracy
 GC0822;SPC TN       -   193,760.      530,350.      MT  (+/- 180 meters Scaled)
 GC0822
 GC0822                          SUPERSEDED SURVEY CONTROL
 GC0822
 GC0822  NGVD 29 (??/??/??)  203.42   (m)          667.4    (f) RESET       3  
 GC0822
 GC0822.Superseded values are not recommended for survey control.
 GC0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0822.See file dsdata.txt to determine how the superseded data were derived.
 GC0822
 GC0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE204925(NAD 83)
 GC0822_MARKER: DD = SURVEY DISK
 GC0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0822_STAMPING: 6B-35 1963
 GC0822_MARK LOGO: TNHD  
 GC0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0822+STABILITY: SURFACE MOTION
 GC0822
 GC0822  HISTORY     - Date     Condition        Report By
 GC0822  HISTORY     - 1963     MONUMENTED       TNHD
 GC0822  HISTORY     - 1984     GOOD             NGS
 GC0822
 GC0822                          STATION DESCRIPTION
 GC0822
 GC0822'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0822'3.2 MI N FROM BRENTWOOD.
 GC0822'FROM THE POST OFFICE IN BRENTWOOD GO 3.2 MILES NORTH ON U.S.
 GC0822'HIGHWAY 31 TO TYNE BLVD, TO THE MARK ON THE LEFT.  THE MARK IS
 GC0822'LOCATED 32 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 GC0822'NORTH OF A WITNESS SIGN, 1 FOOT EAST OF A ROCK FENCE AND 38 FEET
 GC0822'SOUTH OF THE CENTER LINE OF TYNE BLVD.  THE MARK IS A STANDARD
 GC0822'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GC0822'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0822
 GC0822                          STATION RECOVERY (1984)
 GC0822
 GC0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0822'RECOVERED IN GOOD CONDITION.  NOTE, 0.31 METERS (1.0 FT) EAST OF A
 GC0822'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0823 ***********************************************************************
 GC0823  DESIGNATION -  6 B 36
 GC0823  PID         -  GC0823
 GC0823  STATE/COUNTY-  TN/DAVIDSON
 GC0823  USGS QUAD   -  OAK HILL (1968)
 GC0823
 GC0823                         *CURRENT SURVEY CONTROL
 GC0823  ___________________________________________________________________
 GC0823* NAD 83(1986)-  36 05 29.     (N)    086 46 17.     (W)     SCALED    
 GC0823* NAVD 88     -       191.333  (meters)     627.73   (feet)  ADJUSTED  
 GC0823  ___________________________________________________________________
 GC0823  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0823  DYNAMIC HT  -         191.168 (meters)     627.19  (feet)  COMP
 GC0823  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC0823
 GC0823  VERT ORDER  -  FIRST     CLASS II
 GC0823
 GC0823.The horizontal coordinates were scaled from a topographic map and have
 GC0823.an estimated accuracy of +/- 6 seconds.
 GC0823
 GC0823.The orthometric height was determined by differential leveling
 GC0823.and adjusted by the National Geodetic Survey in June 1991..
 GC0823
 GC0823.The geoid height was determined by GEOID03.
 GC0823
 GC0823.The dynamic height is computed by dividing the NAVD 88
 GC0823.geopotential number by the normal gravity value computed on the
 GC0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0823.degrees latitude (g = 980.6199 gals.).
 GC0823
 GC0823.The modeled gravity was interpolated from observed gravity values.
 GC0823
 GC0823;                    North         East    Units  Estimated Accuracy
 GC0823;SPC TN       -   195,330.      530,530.      MT  (+/- 180 meters Scaled)
 GC0823
 GC0823                          SUPERSEDED SURVEY CONTROL
 GC0823
 GC0823  NGVD 29 (??/??/??)  191.38   (m)          627.9    (f) RESET       3  
 GC0823
 GC0823.Superseded values are not recommended for survey control.
 GC0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0823.See file dsdata.txt to determine how the superseded data were derived.
 GC0823
 GC0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE205941(NAD 83)
 GC0823_MARKER: DD = SURVEY DISK
 GC0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0823_STAMPING: 6B-36 1963
 GC0823_MARK LOGO: TNHD  
 GC0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0823+STABILITY: SURFACE MOTION
 GC0823
 GC0823  HISTORY     - Date     Condition        Report By
 GC0823  HISTORY     - 1963     MONUMENTED       TNHD
 GC0823  HISTORY     - 1984     GOOD             NGS
 GC0823
 GC0823                          STATION DESCRIPTION
 GC0823
 GC0823'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0823'4.2 MI N FROM BRENTWOOD.
 GC0823'FROM THE POST OFFICE IN BRENTWOOD GO 4.2 MILES NORTH ON U.S.
 GC0823'HIGHWAY 31 AT ELYSIAN FIELDS RD, AT THE MARK ON THE RIGHT.  THE
 GC0823'MARK IS LOCATED 44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GC0823'2 FEET NORTHWEST OF A WITNESS SIGN, 2 FEET WEST OF A ROCK FENCE
 GC0823'AND 59 FEET NORTH OF THE CENTER LINE OF ELYSIAN FIELDS RD.  THE
 GC0823'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC0823'TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0823
 GC0823                          STATION RECOVERY (1984)
 GC0823
 GC0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0823'RECOVERED IN GOOD CONDITION.
 GC0823'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 GC0823'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0824 ***********************************************************************
 GC0824  DESIGNATION -  6 B 37
 GC0824  PID         -  GC0824
 GC0824  STATE/COUNTY-  TN/DAVIDSON
 GC0824  USGS QUAD   -  OAK HILL (1968)
 GC0824
 GC0824                         *CURRENT SURVEY CONTROL
 GC0824  ___________________________________________________________________
 GC0824* NAD 83(1986)-  36 06 22.     (N)    086 46 24.     (W)     SCALED    
 GC0824* NAVD 88     -       158.116  (meters)     518.75   (feet)  ADJUSTED  
 GC0824  ___________________________________________________________________
 GC0824  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0824  DYNAMIC HT  -         157.980 (meters)     518.31  (feet)  COMP
 GC0824  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC0824
 GC0824  VERT ORDER  -  FIRST     CLASS II
 GC0824
 GC0824.The horizontal coordinates were scaled from a topographic map and have
 GC0824.an estimated accuracy of +/- 6 seconds.
 GC0824
 GC0824.The orthometric height was determined by differential leveling
 GC0824.and adjusted by the National Geodetic Survey in June 1991..
 GC0824
 GC0824.The geoid height was determined by GEOID03.
 GC0824
 GC0824.The dynamic height is computed by dividing the NAVD 88
 GC0824.geopotential number by the normal gravity value computed on the
 GC0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0824.degrees latitude (g = 980.6199 gals.).
 GC0824
 GC0824.The modeled gravity was interpolated from observed gravity values.
 GC0824
 GC0824;                    North         East    Units  Estimated Accuracy
 GC0824;SPC TN       -   196,960.      530,370.      MT  (+/- 180 meters Scaled)
 GC0824
 GC0824                          SUPERSEDED SURVEY CONTROL
 GC0824
 GC0824  NGVD 29 (??/??/??)  158.16   (m)          518.9    (f) RESET       3  
 GC0824
 GC0824.Superseded values are not recommended for survey control.
 GC0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0824.See file dsdata.txt to determine how the superseded data were derived.
 GC0824
 GC0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE204957(NAD 83)
 GC0824_MARKER: DD = SURVEY DISK
 GC0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0824_STAMPING: 6B-37 1963
 GC0824_MARK LOGO: TNHD  
 GC0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0824+STABILITY: SURFACE MOTION
 GC0824
 GC0824  HISTORY     - Date     Condition        Report By
 GC0824  HISTORY     - 1963     MONUMENTED       TNHD
 GC0824  HISTORY     - 1984     GOOD             NGS
 GC0824
 GC0824                          STATION DESCRIPTION
 GC0824
 GC0824'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0824'4.1 MI S FROM NASHVILLE.
 GC0824'FROM THE POST OFFICE IN NASHVILLE GO 4.1 MILES SOUTH ON U.S.
 GC0824'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 34 FEET
 GC0824'WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A ROCK
 GC0824'FENCE, 144 FEET NROTH OF THE CENTERLINE OF CALDWELL LANE, 2 FEET
 GC0824'NORTH OF A WITNESS SIGN AND 6 FEET SOUTH OF A TELEPHONE POLE.
 GC0824'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC0824'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GC0824
 GC0824                          STATION RECOVERY (1984)
 GC0824
 GC0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0824'RECOVERED IN GOOD CONDITION.  NOTE, THE WITNESS POST IS GONE AND A NEW
 GC0824'ONE WAS NOT SET AT THE THE REQUEST OF THE PROPERTY OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0825 ***********************************************************************
 GC0825  DESIGNATION -  6 B 38
 GC0825  PID         -  GC0825
 GC0825  STATE/COUNTY-  TN/DAVIDSON
 GC0825  USGS QUAD   -  OAK HILL (1968)
 GC0825
 GC0825                         *CURRENT SURVEY CONTROL
 GC0825  ___________________________________________________________________
 GC0825* NAD 83(1986)-  36 07 18.     (N)    086 46 31.     (W)     SCALED    
 GC0825* NAVD 88     -       146.464  (meters)     480.52   (feet)  ADJUSTED  
 GC0825  ___________________________________________________________________
 GC0825  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0825  DYNAMIC HT  -         146.338 (meters)     480.11  (feet)  COMP
 GC0825  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GC0825
 GC0825  VERT ORDER  -  FIRST     CLASS II
 GC0825
 GC0825.The horizontal coordinates were scaled from a topographic map and have
 GC0825.an estimated accuracy of +/- 6 seconds.
 GC0825
 GC0825.The orthometric height was determined by differential leveling
 GC0825.and adjusted by the National Geodetic Survey in June 1991..
 GC0825
 GC0825.The geoid height was determined by GEOID03.
 GC0825
 GC0825.The dynamic height is computed by dividing the NAVD 88
 GC0825.geopotential number by the normal gravity value computed on the
 GC0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0825.degrees latitude (g = 980.6199 gals.).
 GC0825
 GC0825.The modeled gravity was interpolated from observed gravity values.
 GC0825
 GC0825;                    North         East    Units  Estimated Accuracy
 GC0825;SPC TN       -   198,690.      530,210.      MT  (+/- 180 meters Scaled)
 GC0825
 GC0825                          SUPERSEDED SURVEY CONTROL
 GC0825
 GC0825  NGVD 29 (??/??/??)  146.50   (m)          480.6    (f) RESET       3  
 GC0825
 GC0825.Superseded values are not recommended for survey control.
 GC0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0825.See file dsdata.txt to determine how the superseded data were derived.
 GC0825
 GC0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE202974(NAD 83)
 GC0825_MARKER: DD = SURVEY DISK
 GC0825_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC0825_STAMPING: 6B-38 1963
 GC0825_MARK LOGO: TNHD  
 GC0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0825+STABILITY: SURFACE MOTION
 GC0825
 GC0825  HISTORY     - Date     Condition        Report By
 GC0825  HISTORY     - 1963     MONUMENTED       TNHD
 GC0825  HISTORY     - 1984     GOOD             NGS
 GC0825
 GC0825                          STATION DESCRIPTION
 GC0825
 GC0825'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0825'2.9 MI S FROM NASHVILLE.
 GC0825'FROM THE POST OFFICE IN NASHVILLE GO 2.9 MILES SOUTH ON U.S.
 GC0825'HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 34 FEET
 GC0825'EAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF A
 GC0825'FIRE PLUG, 5 INCHES NORTHWEST OF THE SOUTHEAST CORNER OF A CURB
 GC0825'AND 81 FEET WEST OF THE SOUTHWEST CORNER OF THE MELROSE BOWLING
 GC0825'ALLEY.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0825'DISK STARDRILLED IN THE CURB.
 GC0825
 GC0825                          STATION RECOVERY (1984)
 GC0825
 GC0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0825'RECOVERED IN GOOD CONDITION.  NOTE, 12.2 METERS (40.0 FT) NORTH OF THE
 GC0825'EXTENDED CENTERLINE OF KIRKWOOD AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0826 ***********************************************************************
 GC0826  DESIGNATION -  6 B 39
 GC0826  PID         -  GC0826
 GC0826  STATE/COUNTY-  TN/DAVIDSON
 GC0826  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0826
 GC0826                         *CURRENT SURVEY CONTROL
 GC0826  ___________________________________________________________________
 GC0826* NAD 83(1986)-  36 08 02.     (N)    086 46 45.     (W)     SCALED    
 GC0826* NAVD 88     -       155.815  (meters)     511.20   (feet)  ADJUSTED  
 GC0826  ___________________________________________________________________
 GC0826  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0826  DYNAMIC HT  -         155.682 (meters)     510.77  (feet)  COMP
 GC0826  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 GC0826
 GC0826  VERT ORDER  -  SECOND    CLASS 0
 GC0826
 GC0826.The horizontal coordinates were scaled from a topographic map and have
 GC0826.an estimated accuracy of +/- 6 seconds.
 GC0826
 GC0826.The orthometric height was determined by differential leveling
 GC0826.and adjusted by the National Geodetic Survey in June 1991..
 GC0826
 GC0826.The geoid height was determined by GEOID03.
 GC0826
 GC0826.The dynamic height is computed by dividing the NAVD 88
 GC0826.geopotential number by the normal gravity value computed on the
 GC0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0826.degrees latitude (g = 980.6199 gals.).
 GC0826
 GC0826.The modeled gravity was interpolated from observed gravity values.
 GC0826
 GC0826;                    North         East    Units  Estimated Accuracy
 GC0826;SPC TN       -   200,050.      529,870.      MT  (+/- 180 meters Scaled)
 GC0826
 GC0826                          SUPERSEDED SURVEY CONTROL
 GC0826
 GC0826  NGVD 29 (??/??/??)  155.86   (m)          511.4    (f) RESET       3  
 GC0826
 GC0826.Superseded values are not recommended for survey control.
 GC0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0826.See file dsdata.txt to determine how the superseded data were derived.
 GC0826
 GC0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE198988(NAD 83)
 GC0826_MARKER: DD = SURVEY DISK
 GC0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0826_SP_SET: SIDEWALK
 GC0826_STAMPING: 6B-39 1963
 GC0826_MARK LOGO: TNHD  
 GC0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0826
 GC0826  HISTORY     - Date     Condition        Report By
 GC0826  HISTORY     - 1963     MONUMENTED       TNHD
 GC0826  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0826
 GC0826                          STATION DESCRIPTION
 GC0826
 GC0826'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0826'2 MI S FROM NASHVILLE.
 GC0826'FROM THE POST OFFICE IN NASHVILLE GO 2.0 MILES SOUTH ON U.S.
 GC0826'HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 26 FEET
 GC0826'EAST OF THE CENTER LINE OF U.S. HIGHWAY 31 EAST OF A CURB, 5
 GC0826'FEET SOUTH OF A TELEPHONE POLE, 84 FEET NORTH OF ROYCROFT PLACE
 GC0826'STREET, AND 27 FEET WEST OF A ROCK WALL UNDER A R.R. HARRIS
 GC0826'COMPANY SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0826'DISK, CEMENTED IN A DRILLED HOLE IN THE SIDEWALK.
 GC0826
 GC0826                          STATION RECOVERY (1984)
 GC0826
 GC0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0826'NOT RECOVERED, APPEARS SIDEWALK HAS BEEN RECONSTRUCTED, MARK PROBABLY
 GC0826'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0754 ***********************************************************************
 FD0754  DESIGNATION -  6 B 4
 FD0754  PID         -  FD0754
 FD0754  STATE/COUNTY-  TN/MAURY
 FD0754  USGS QUAD   -  SANDY HOOK (1985)
 FD0754
 FD0754                         *CURRENT SURVEY CONTROL
 FD0754  ___________________________________________________________________
 FD0754* NAD 83(1986)-  35 29 57.     (N)    087 13 58.     (W)     SCALED    
 FD0754* NAVD 88     -       208.589  (meters)     684.35   (feet)  ADJUSTED  
 FD0754  ___________________________________________________________________
 FD0754  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0754  DYNAMIC HT  -         208.398 (meters)     683.72  (feet)  COMP
 FD0754  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FD0754
 FD0754  VERT ORDER  -  FIRST     CLASS II
 FD0754
 FD0754.The horizontal coordinates were scaled from a topographic map and have
 FD0754.an estimated accuracy of +/- 6 seconds.
 FD0754
 FD0754.The orthometric height was determined by differential leveling
 FD0754.and adjusted by the National Geodetic Survey in June 1991..
 FD0754
 FD0754.The geoid height was determined by GEOID03.
 FD0754
 FD0754.The dynamic height is computed by dividing the NAVD 88
 FD0754.geopotential number by the normal gravity value computed on the
 FD0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0754.degrees latitude (g = 980.6199 gals.).
 FD0754
 FD0754.The modeled gravity was interpolated from observed gravity values.
 FD0754
 FD0754;                    North         East    Units  Estimated Accuracy
 FD0754;SPC TN       -   130,050.      488,160.      MT  (+/- 180 meters Scaled)
 FD0754
 FD0754                          SUPERSEDED SURVEY CONTROL
 FD0754
 FD0754.No superseded survey control is available for this station.
 FD0754
 FD0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE788284(NAD 83)
 FD0754_MARKER: DD = SURVEY DISK
 FD0754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0754_STAMPING: 6 B 4 1963
 FD0754_MARK LOGO: TNHD  
 FD0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0754+STABILITY: SURFACE MOTION
 FD0754
 FD0754  HISTORY     - Date     Condition        Report By
 FD0754  HISTORY     - 1963     MONUMENTED       TNHD
 FD0754  HISTORY     - 1983     GOOD             NGS
 FD0754
 FD0754                          STATION DESCRIPTION
 FD0754
 FD0754'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0754'3 MI S FROM MT PLEASANT.
 FD0754'FROM THE SQUARE IN MT. PLEASANT, GO SOUTH ON U.S. HIGHWAY 43
 FD0754'FOR 3.0 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 23 FEET
 FD0754'WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 32 FEET SOUTH OF THE
 FD0754'CENTER OF A GATE, 20 FEET EAST OF A 10-INCH TWIN TRUNKED HACKBERRY
 FD0754'TREE, 22 FEET EAST OF A FENCE AND 0.1 MILE NORTH OF THE CENTERLINE
 FD0754'OF A DIRT ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0754'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE WEST HEADWALL,
 FD0754'6 INCHES FROM THE NORTH END OF A SMALL BRIDGE.
 FD0754
 FD0754                          STATION RECOVERY (1983)
 FD0754
 FD0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0827 ***********************************************************************
 GC0827  DESIGNATION -  6 B 40
 GC0827  PID         -  GC0827
 GC0827  STATE/COUNTY-  TN/DAVIDSON
 GC0827  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0827
 GC0827                         *CURRENT SURVEY CONTROL
 GC0827  ___________________________________________________________________
 GC0827* NAD 83(1986)-  36 08 54.     (N)    086 46 46.     (W)     SCALED    
 GC0827* NAVD 88     -       147.719  (meters)     484.64   (feet)  ADJUSTED  
 GC0827  ___________________________________________________________________
 GC0827  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0827  DYNAMIC HT  -         147.592 (meters)     484.22  (feet)  COMP
 GC0827  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GC0827
 GC0827  VERT ORDER  -  SECOND    CLASS 0
 GC0827
 GC0827.The horizontal coordinates were scaled from a topographic map and have
 GC0827.an estimated accuracy of +/- 6 seconds.
 GC0827
 GC0827.The orthometric height was determined by differential leveling
 GC0827.and adjusted by the National Geodetic Survey in June 1991..
 GC0827
 GC0827.The geoid height was determined by GEOID03.
 GC0827
 GC0827.The dynamic height is computed by dividing the NAVD 88
 GC0827.geopotential number by the normal gravity value computed on the
 GC0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0827.degrees latitude (g = 980.6199 gals.).
 GC0827
 GC0827.The modeled gravity was interpolated from observed gravity values.
 GC0827
 GC0827;                    North         East    Units  Estimated Accuracy
 GC0827;SPC TN       -   201,650.      529,860.      MT  (+/- 180 meters Scaled)
 GC0827
 GC0827                          SUPERSEDED SURVEY CONTROL
 GC0827
 GC0827  NGVD 29 (??/??/??)  147.76   (m)          484.8    (f) RESET       3  
 GC0827
 GC0827.Superseded values are not recommended for survey control.
 GC0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0827.See file dsdata.txt to determine how the superseded data were derived.
 GC0827
 GC0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF198004(NAD 83)
 GC0827_MARKER: DD = SURVEY DISK
 GC0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0827_SP_SET: SIDEWALK
 GC0827_STAMPING: 6B-40 1963
 GC0827_MARK LOGO: TNHD  
 GC0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0827
 GC0827  HISTORY     - Date     Condition        Report By
 GC0827  HISTORY     - 1963     MONUMENTED       TNHD
 GC0827  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0827
 GC0827                          STATION DESCRIPTION
 GC0827
 GC0827'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0827'1 MI S FROM NASHVILLE.
 GC0827'FROM THE POST OFFICE IN NASHVILLE GO 1.0 MILES SOUTH ON U.S.
 GC0827'HIGHWAY 31 TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 25 FEET
 GC0827'WEST OF THE CENTER LINE OF THE U.S. HIGHWAY 31, 215 FEET SOUTHEAST
 GC0827'CORNER OF GREENBERG MARKET, 117 FEET SOUTH OF STEVENS STREET AND
 GC0827'6 INCHES FROM THE CURB.  THE MARK IS A STANDARD TENNESSEE
 GC0827'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE SIDEWALK.
 GC0827
 GC0827                          STATION RECOVERY (1984)
 GC0827
 GC0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0827'NOT RECOVERED.  POSSIBLY DESTROYED WHEN FREEWAY OVERPASS WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0769 ***********************************************************************
 FD0769  DESIGNATION -  6 B 5
 FD0769  PID         -  FD0769
 FD0769  STATE/COUNTY-  TN/MAURY
 FD0769  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0769
 FD0769                         *CURRENT SURVEY CONTROL
 FD0769  ___________________________________________________________________
 FD0769* NAD 83(1986)-  35 34 13.     (N)    087 08 56.     (W)     SCALED    
 FD0769* NAVD 88     -       207.466  (meters)     680.66   (feet)  ADJUSTED  
 FD0769  ___________________________________________________________________
 FD0769  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0769  DYNAMIC HT  -         207.280 (meters)     680.05  (feet)  COMP
 FD0769  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 FD0769
 FD0769  VERT ORDER  -  FIRST     CLASS II
 FD0769
 FD0769.The horizontal coordinates were scaled from a topographic map and have
 FD0769.an estimated accuracy of +/- 6 seconds.
 FD0769
 FD0769.The orthometric height was determined by differential leveling
 FD0769.and adjusted by the National Geodetic Survey in June 1991..
 FD0769
 FD0769.The geoid height was determined by GEOID03.
 FD0769
 FD0769.The dynamic height is computed by dividing the NAVD 88
 FD0769.geopotential number by the normal gravity value computed on the
 FD0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0769.degrees latitude (g = 980.6199 gals.).
 FD0769
 FD0769.The modeled gravity was interpolated from observed gravity values.
 FD0769
 FD0769;                    North         East    Units  Estimated Accuracy
 FD0769;SPC TN       -   137,850.      495,860.      MT  (+/- 180 meters Scaled)
 FD0769
 FD0769                          SUPERSEDED SURVEY CONTROL
 FD0769
 FD0769  NGVD 29 (??/??/92)  207.447  (m)          680.60   (f) ADJ UNCH    1 2
 FD0769
 FD0769.Superseded values are not recommended for survey control.
 FD0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0769.See file dsdata.txt to determine how the superseded data were derived.
 FD0769
 FD0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE865362(NAD 83)
 FD0769_MARKER: DD = SURVEY DISK
 FD0769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0769_MARK LOGO: TNHD  
 FD0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0769+STABILITY: SURFACE MOTION
 FD0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0769+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0769
 FD0769  HISTORY     - Date     Condition        Report By
 FD0769  HISTORY     - UNK      MONUMENTED       TNHD
 FD0769  HISTORY     - 1963     GOOD             TNHD
 FD0769  HISTORY     - 1982     GOOD             LOCSUR
 FD0769  HISTORY     - 1983     GOOD             NGS
 FD0769  HISTORY     - 20020514 GOOD             TNDT
 FD0769
 FD0769                          STATION DESCRIPTION
 FD0769
 FD0769'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0769'4.3 MI N FROM MT PLEASANT.
 FD0769'FROM THE SQUARE IN MT. PLEASANT, GO 4.3 MILES NORTH ON U.S.
 FD0769'HIGHWAY 43 TO THE MARK ON THE RIGHT.  THE MARK IS 22 FEET SOUTHEAST
 FD0769'OF THE CENTERLINE OF U.S. HIGHWAY 43, 44 FEET SOUTHWEST OF UTILITY
 FD0769'POLE NO. 245 AND 45 FEET SOUTHEAST OF THE CENTER OF A GATE.  THE
 FD0769'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 FD0769'IN A DRILLED HOLE IN THE EAST HEADWALL, 5 INCHES FROM THE
 FD0769'NORTHEAST END OF A ROUND CONCRETE CULVERT.
 FD0769
 FD0769                          STATION RECOVERY (1982)
 FD0769
 FD0769'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 FD0769'RECOVERED IN GOOD CONDITION.
 FD0769
 FD0769                          STATION RECOVERY (1983)
 FD0769
 FD0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0769'RECOVERED IN GOOD CONDITION.
 FD0769
 FD0769                          STATION RECOVERY (2002)
 FD0769
 FD0769'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0774 ***********************************************************************
 FD0774  DESIGNATION -  6 B 6
 FD0774  PID         -  FD0774
 FD0774  STATE/COUNTY-  TN/MAURY
 FD0774  USGS QUAD   -  COLUMBIA (1989)
 FD0774
 FD0774                         *CURRENT SURVEY CONTROL
 FD0774  ___________________________________________________________________
 FD0774* NAD 83(1986)-  35 34 45.     (N)    087 07 25.     (W)     SCALED    
 FD0774* NAVD 88     -       217.739  (meters)     714.37   (feet)  ADJUSTED  
 FD0774  ___________________________________________________________________
 FD0774  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0774  DYNAMIC HT  -         217.544 (meters)     713.73  (feet)  COMP
 FD0774  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FD0774
 FD0774  VERT ORDER  -  FIRST     CLASS II
 FD0774
 FD0774.The horizontal coordinates were scaled from a topographic map and have
 FD0774.an estimated accuracy of +/- 6 seconds.
 FD0774
 FD0774.The orthometric height was determined by differential leveling
 FD0774.and adjusted by the National Geodetic Survey in June 1991..
 FD0774
 FD0774.The geoid height was determined by GEOID03.
 FD0774
 FD0774.The dynamic height is computed by dividing the NAVD 88
 FD0774.geopotential number by the normal gravity value computed on the
 FD0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0774.degrees latitude (g = 980.6199 gals.).
 FD0774
 FD0774.The modeled gravity was interpolated from observed gravity values.
 FD0774
 FD0774;                    North         East    Units  Estimated Accuracy
 FD0774;SPC TN       -   138,810.      498,160.      MT  (+/- 180 meters Scaled)
 FD0774
 FD0774                          SUPERSEDED SURVEY CONTROL
 FD0774
 FD0774  NGVD 29 (??/??/92)  217.728  (m)          714.33   (f) ADJ UNCH    1 2
 FD0774
 FD0774.Superseded values are not recommended for survey control.
 FD0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0774.See file dsdata.txt to determine how the superseded data were derived.
 FD0774
 FD0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE888372(NAD 83)
 FD0774_MARKER: DD = SURVEY DISK
 FD0774_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FD0774_STAMPING: 6 B-6 1963
 FD0774_MARK LOGO: TNHD  
 FD0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0774
 FD0774  HISTORY     - Date     Condition        Report By
 FD0774  HISTORY     - 1963     MONUMENTED       TNHD
 FD0774  HISTORY     - 1983     GOOD             NGS
 FD0774
 FD0774                          STATION DESCRIPTION
 FD0774
 FD0774'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0774'5.4 MI S FROM COLUMBIA.
 FD0774'FROM THE COURT HOUSE IN COLUMBIA, GO WEST FOR 0.6 MILES TO THE
 FD0774'JUNCTION OF U.S. HIGHWAY 43 AND STATE ROUTES 50 AND 99.  TURN
 FD0774'LEFT ON U.S. HIGHWAY 43 AND GO SOUTH FOR 5.4 MILES TO THE MARK ON
 FD0774'THE RIGHT.  THE MARK IS 28 FEET NORTH OF THE CENTERLINE OF U.S.
 FD0774'HIGHWAY 43, 15.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A
 FD0774'CONCRETE BLOCK STORE BUILDING AND 87 FEET WEST OF THE CENTERLINE
 FD0774'OF A DIRT ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0774'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN A RAISED PORTION
 FD0774'OF A 8 X 4 FOOT CONCRETE BLOCK.
 FD0774
 FD0774                          STATION RECOVERY (1983)
 FD0774
 FD0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0774'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.5 KM
 FD0774'(5.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE JUNCTION OF STATE
 FD0774'ROUTES 50 AND 99 IN COLUMBIA TO A DIRT ROAD LEADING SOUTH AND THE MARK
 FD0774'ON THE RIGHT, 8.78 METERS (28.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 FD0774'HIGHWAY, 6.25 METERS (20.5 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 FD0774'CINDER BLOCK BUILDING, AND 4.72 METERS (15.5 FT) EAST OF THE SOUTHWEST
 FD0774'CORNER OF A CINDER BLOCK BUILDING.
 FD0774'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0775 ***********************************************************************
 FD0775  DESIGNATION -  6 B 7
 FD0775  PID         -  FD0775
 FD0775  STATE/COUNTY-  TN/MAURY
 FD0775  USGS QUAD   -  COLUMBIA (1989)
 FD0775
 FD0775                         *CURRENT SURVEY CONTROL
 FD0775  ___________________________________________________________________
 FD0775* NAD 83(1986)-  35 35 01.     (N)    087 06 24.     (W)     SCALED    
 FD0775* NAVD 88     -       202.466  (meters)     664.26   (feet)  ADJUSTED  
 FD0775  ___________________________________________________________________
 FD0775  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0775  DYNAMIC HT  -         202.286 (meters)     663.67  (feet)  COMP
 FD0775  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FD0775
 FD0775  VERT ORDER  -  FIRST     CLASS II
 FD0775
 FD0775.The horizontal coordinates were scaled from a topographic map and have
 FD0775.an estimated accuracy of +/- 6 seconds.
 FD0775
 FD0775.The orthometric height was determined by differential leveling
 FD0775.and adjusted by the National Geodetic Survey in June 1991..
 FD0775
 FD0775.The geoid height was determined by GEOID03.
 FD0775
 FD0775.The dynamic height is computed by dividing the NAVD 88
 FD0775.geopotential number by the normal gravity value computed on the
 FD0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0775.degrees latitude (g = 980.6199 gals.).
 FD0775
 FD0775.The modeled gravity was interpolated from observed gravity values.
 FD0775
 FD0775;                    North         East    Units  Estimated Accuracy
 FD0775;SPC TN       -   139,280.      499,700.      MT  (+/- 180 meters Scaled)
 FD0775
 FD0775                          SUPERSEDED SURVEY CONTROL
 FD0775
 FD0775  NGVD 29 (??/??/92)  202.454  (m)          664.22   (f) ADJ UNCH    1 2
 FD0775
 FD0775.Superseded values are not recommended for survey control.
 FD0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0775.See file dsdata.txt to determine how the superseded data were derived.
 FD0775
 FD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE903377(NAD 83)
 FD0775_MARKER: DD = SURVEY DISK
 FD0775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0775_STAMPING: 6 B-7 1963
 FD0775_MARK LOGO: TNHD  
 FD0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0775+STABILITY: SURFACE MOTION
 FD0775
 FD0775  HISTORY     - Date     Condition        Report By
 FD0775  HISTORY     - 1963     MONUMENTED       TNHD
 FD0775  HISTORY     - 1983     GOOD             NGS
 FD0775
 FD0775                          STATION DESCRIPTION
 FD0775
 FD0775'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0775'4.4 MI SW FROM COLUMBIA.
 FD0775'FROM THE COURT HOUSE IN COLUMBIA, GO SOUTH ON U.S. HIGHWAY 43
 FD0775'FOR 4.4 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 28 FEET
 FD0775'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 16 FEET NORTH
 FD0775'OF UTILITY POLE NO. 165.  THE MARK IS A STANDARD TENNESSEE
 FD0775'HIGHWAY DEPARTMENT DISK LOCATED IN THE NORTHEAST HEADWALL OF AN
 FD0775'8 FOOT BOX CULVERT 5 INCHES FROM THE NORTH END.
 FD0775
 FD0775                          STATION RECOVERY (1983)
 FD0775
 FD0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0775'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.9 KM
 FD0775'(4.3 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM THE JUNCTION OF STATE
 FD0775'HIGHWAYS 50 AND 99 IN COLUMBIA TO THE MARK ON THE LEFT AND SET IN THE
 FD0775'HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 8.53 METERS (28.0 FT)
 FD0775'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.88 METERS (16.0 FT)
 FD0775'NORTHEAST OF POWERLINE POLE NUMBER 165, AND 0.15 METERS (0.5 FT) SOUTH
 FD0775'OF THE NORTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0776 ***********************************************************************
 FD0776  DESIGNATION -  6 B 8
 FD0776  PID         -  FD0776
 FD0776  STATE/COUNTY-  TN/MAURY
 FD0776  USGS QUAD   -  COLUMBIA (1989)
 FD0776
 FD0776                         *CURRENT SURVEY CONTROL
 FD0776  ___________________________________________________________________
 FD0776* NAD 83(1986)-  35 35 33.     (N)    087 05 35.     (W)     SCALED    
 FD0776* NAVD 88     -       201.329  (meters)     660.53   (feet)  ADJUSTED  
 FD0776  ___________________________________________________________________
 FD0776  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0776  DYNAMIC HT  -         201.150 (meters)     659.94  (feet)  COMP
 FD0776  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FD0776
 FD0776  VERT ORDER  -  FIRST     CLASS II
 FD0776
 FD0776.The horizontal coordinates were scaled from a topographic map and have
 FD0776.an estimated accuracy of +/- 6 seconds.
 FD0776
 FD0776.The orthometric height was determined by differential leveling
 FD0776.and adjusted by the National Geodetic Survey in June 1991..
 FD0776
 FD0776.The geoid height was determined by GEOID03.
 FD0776
 FD0776.The dynamic height is computed by dividing the NAVD 88
 FD0776.geopotential number by the normal gravity value computed on the
 FD0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0776.degrees latitude (g = 980.6199 gals.).
 FD0776
 FD0776.The modeled gravity was interpolated from observed gravity values.
 FD0776
 FD0776;                    North         East    Units  Estimated Accuracy
 FD0776;SPC TN       -   140,260.      500,950.      MT  (+/- 180 meters Scaled)
 FD0776
 FD0776                          SUPERSEDED SURVEY CONTROL
 FD0776
 FD0776  NGVD 29 (??/??/92)  201.315  (m)          660.48   (f) ADJ UNCH    1 2
 FD0776
 FD0776.Superseded values are not recommended for survey control.
 FD0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0776.See file dsdata.txt to determine how the superseded data were derived.
 FD0776
 FD0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE915387(NAD 83)
 FD0776_MARKER: DD = SURVEY DISK
 FD0776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0776_STAMPING: 6 B-8 1963
 FD0776_MARK LOGO: TNHD  
 FD0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0776+STABILITY: SURFACE MOTION
 FD0776
 FD0776  HISTORY     - Date     Condition        Report By
 FD0776  HISTORY     - 1963     MONUMENTED       TNHD
 FD0776  HISTORY     - 1983     GOOD             NGS
 FD0776
 FD0776                          STATION DESCRIPTION
 FD0776
 FD0776'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0776'3.4 MI S FROM COLUMBIA.
 FD0776'FROM THE COURT HOUSE IN COLUMBIA, GO SOUTH 3.4 MILES ON U.S.
 FD0776'HIGHWAY 43 TO THE MARK ON THE RIGHT.  THE MARK IS 21 FEET NORTHWEST
 FD0776'OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 20 FEET EAST OF POWER
 FD0776'POLE NO. 57.5.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0776'DEPARTMENT DISK LOCATED 6 INCHES FROM THE NORTH END OF A 4 FOOT
 FD0776'BOX CULVERT IN THE WEST HEADWALL.
 FD0776
 FD0776                          STATION RECOVERY (1983)
 FD0776
 FD0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0781 ***********************************************************************
 FD0781  DESIGNATION -  6 B 9
 FD0781  PID         -  FD0781
 FD0781  STATE/COUNTY-  TN/MAURY
 FD0781  USGS QUAD   -  COLUMBIA (1989)
 FD0781
 FD0781                         *CURRENT SURVEY CONTROL
 FD0781  ___________________________________________________________________
 FD0781* NAD 83(1986)-  35 35 51.     (N)    087 04 47.     (W)     SCALED    
 FD0781* NAVD 88     -       190.807  (meters)     626.01   (feet)  ADJUSTED  
 FD0781  ___________________________________________________________________
 FD0781  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0781  DYNAMIC HT  -         190.638 (meters)     625.45  (feet)  COMP
 FD0781  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0781
 FD0781  VERT ORDER  -  FIRST     CLASS II
 FD0781
 FD0781.The horizontal coordinates were scaled from a topographic map and have
 FD0781.an estimated accuracy of +/- 6 seconds.
 FD0781
 FD0781.The orthometric height was determined by differential leveling
 FD0781.and adjusted by the National Geodetic Survey in June 1991..
 FD0781
 FD0781.The geoid height was determined by GEOID03.
 FD0781
 FD0781.The dynamic height is computed by dividing the NAVD 88
 FD0781.geopotential number by the normal gravity value computed on the
 FD0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0781.degrees latitude (g = 980.6199 gals.).
 FD0781
 FD0781.The modeled gravity was interpolated from observed gravity values.
 FD0781
 FD0781;                    North         East    Units  Estimated Accuracy
 FD0781;SPC TN       -   140,800.      502,160.      MT  (+/- 180 meters Scaled)
 FD0781
 FD0781                          SUPERSEDED SURVEY CONTROL
 FD0781
 FD0781  NGVD 29 (??/??/92)  190.788  (m)          625.94   (f) ADJ UNCH    1 2
 FD0781
 FD0781.Superseded values are not recommended for survey control.
 FD0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0781.See file dsdata.txt to determine how the superseded data were derived.
 FD0781
 FD0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE927393(NAD 83)
 FD0781_MARKER: DD = SURVEY DISK
 FD0781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0781_STAMPING: 6 B 9 1963
 FD0781_MARK LOGO: TNHD  
 FD0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0781+STABILITY: SURFACE MOTION
 FD0781
 FD0781  HISTORY     - Date     Condition        Report By
 FD0781  HISTORY     - 1963     MONUMENTED       TNHD
 FD0781  HISTORY     - 1983     GOOD             NGS
 FD0781
 FD0781                          STATION DESCRIPTION
 FD0781
 FD0781'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0781'3 MI S FROM COLUMBIA.
 FD0781'FROM THE COURT HOUSE IN COLUMBIA, GO SOUTH ON U.S. HIGHWAY 43
 FD0781'FOR 2.9 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 24 FEET
 FD0781'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 43, 16 FEET EAST OF A
 FD0781'POWER POLE, 15 FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND
 FD0781'11 FEET WEST OF A FENCE CORNER.  THE MARK IS A STANDARD
 FD0781'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE
 FD0781'IN THE CENTER OF THE HEADWALL OF A TWIN PIPE CULVERT UNDER THE
 FD0781'DRIVEWAY.
 FD0781
 FD0781                          STATION RECOVERY (1983)
 FD0781
 FD0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0781'RECOVERED IN GOOD CONDITION.  NOTE, MARK IS 4.1 KM (2.55 MI) SOUTHWEST
 FD0781'ALONG U.S. HIGHWAY 43 FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 99,
 FD0781'AND 39.71 METERS (130.3 FT) EAST OF THE APPROXIMATE CENTER OF WALNUT
 FD0781'LANE.
 FD0781'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0235 ***********************************************************************
 GC0235  DESIGNATION -  60 J
 GC0235  PID         -  GC0235
 GC0235  STATE/COUNTY-  TN/DE KALB
 GC0235  USGS QUAD   -  ALEXANDRIA (1983)
 GC0235
 GC0235                         *CURRENT SURVEY CONTROL
 GC0235  ___________________________________________________________________
 GC0235* NAD 83(1986)-  36 04 20.     (N)    086 01 57.     (W)     SCALED    
 GC0235* NAVD 88     -       215.992  (meters)     708.63   (feet)  ADJUSTED  
 GC0235  ___________________________________________________________________
 GC0235  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0235  DYNAMIC HT  -         215.804 (meters)     708.02  (feet)  COMP
 GC0235  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 GC0235
 GC0235  VERT ORDER  -  SECOND    CLASS 0
 GC0235
 GC0235.The horizontal coordinates were scaled from a topographic map and have
 GC0235.an estimated accuracy of +/- 6 seconds.
 GC0235
 GC0235.The orthometric height was determined by differential leveling
 GC0235.and adjusted by the National Geodetic Survey in June 1991..
 GC0235
 GC0235.The geoid height was determined by GEOID03.
 GC0235
 GC0235.The dynamic height is computed by dividing the NAVD 88
 GC0235.geopotential number by the normal gravity value computed on the
 GC0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0235.degrees latitude (g = 980.6199 gals.).
 GC0235
 GC0235.The modeled gravity was interpolated from observed gravity values.
 GC0235
 GC0235;                    North         East    Units  Estimated Accuracy
 GC0235;SPC TN       -   192,930.      597,070.      MT  (+/- 180 meters Scaled)
 GC0235
 GC0235                          SUPERSEDED SURVEY CONTROL
 GC0235
 GC0235  NGVD 29 (??/??/92)  216.042  (m)          708.80   (f) ADJ UNCH    2 0
 GC0235
 GC0235.Superseded values are not recommended for survey control.
 GC0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0235.See file dsdata.txt to determine how the superseded data were derived.
 GC0235
 GC0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE871923(NAD 83)
 GC0235_MARKER: DD = SURVEY DISK
 GC0235_SETTING: 66 = SET IN ROCK OUTCROP
 GC0235_SP_SET: ROCK OUTCROP
 GC0235_STAMPING: 60 J
 GC0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0235+STABILITY: POSITION/ELEVATION WELL
 GC0235
 GC0235  HISTORY     - Date     Condition        Report By
 GC0235  HISTORY     - UNK      MONUMENTED       USGS
 GC0235  HISTORY     - 1935     GOOD             NGS
 GC0235
 GC0235                          STATION DESCRIPTION
 GC0235
 GC0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0235'0.4 MI SE FROM ALEXANDRIA.
 GC0235'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 GC0235'AT ALEXANDRIA, DE KALB COUNTY, 59 FEET SOUTH OF THE SOUTH CORNER
 GC0235'OF THE MISSIONARY BAPTIST CHURCH, 20 FEET NORTHWEST OF THE
 GC0235'CENTERLINE OF THE HIGHWAY, 24 FEET SOUTHEAST OF AN 8-INCH CEDAR
 GC0235'TREE, IN THE TOP OF A LARGE FLAT OUTCROP, AND LEVEL WITH THE
 GC0235'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GC0235'STAMPED 60 J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0702 ***********************************************************************
 FD0702  DESIGNATION -  600
 FD0702  PID         -  FD0702
 FD0702  STATE/COUNTY-  TN/MAURY
 FD0702  USGS QUAD   -  GODWIN (1988)
 FD0702
 FD0702                         *CURRENT SURVEY CONTROL
 FD0702  ___________________________________________________________________
 FD0702* NAD 83(1986)-  35 40 40.     (N)    087 00 44.     (W)     SCALED    
 FD0702* NAVD 88     -       181.884  (meters)     596.73   (feet)  ADJUSTED  
 FD0702  ___________________________________________________________________
 FD0702  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD0702  DYNAMIC HT  -         181.724 (meters)     596.21  (feet)  COMP
 FD0702  MODELED GRAV-     979,748.7   (mgal)                       NAVD 88
 FD0702
 FD0702  VERT ORDER  -  FIRST     CLASS II
 FD0702
 FD0702.The horizontal coordinates were scaled from a topographic map and have
 FD0702.an estimated accuracy of +/- 6 seconds.
 FD0702
 FD0702.The orthometric height was determined by differential leveling
 FD0702.and adjusted by the National Geodetic Survey in June 1991..
 FD0702
 FD0702.The geoid height was determined by GEOID03.
 FD0702
 FD0702.The dynamic height is computed by dividing the NAVD 88
 FD0702.geopotential number by the normal gravity value computed on the
 FD0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0702.degrees latitude (g = 980.6199 gals.).
 FD0702
 FD0702.The modeled gravity was interpolated from observed gravity values.
 FD0702
 FD0702;                    North         East    Units  Estimated Accuracy
 FD0702;SPC TN       -   149,640.      508,370.      MT  (+/- 180 meters Scaled)
 FD0702
 FD0702                          SUPERSEDED SURVEY CONTROL
 FD0702
 FD0702  NGVD 29 (??/??/92)  181.864  (m)          596.67   (f) ADJ UNCH    1 2
 FD0702
 FD0702.Superseded values are not recommended for survey control.
 FD0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0702.See file dsdata.txt to determine how the superseded data were derived.
 FD0702
 FD0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE988482(NAD 83)
 FD0702_MARKER: DD = SURVEY DISK
 FD0702_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0702_STAMPING: 600 NASHVILLE 1899
 FD0702_MARK LOGO: USGS  
 FD0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0702
 FD0702  HISTORY     - Date     Condition        Report By
 FD0702  HISTORY     - 1899     MONUMENTED       USGS
 FD0702  HISTORY     - 1953     GOOD             TVA
 FD0702  HISTORY     - 1984     POOR             NGS
 FD0702
 FD0702                          STATION DESCRIPTION
 FD0702
 FD0702'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1953
 FD0702'AT DARKS MILL.
 FD0702'AT DARKS MILL, 750 FEET SOUTH OF THE LOUISVILLE AND NASHVILLE
 FD0702'RAILROAD STATION, IN THE NORTH ABUTMENT OF BRIDGE NO. 12 OVER
 FD0702'RUTHERFORD CREEK, AT THE EAST END OF THE BRIDGE SEAT, AND 8
 FD0702'INCHES FROM EACH EDGE.  A UNITED STATES GEOLOGICAL SURVEY
 FD0702'STANDARD DISK, STAMPED 600 NASHVILLE 1899.
 FD0702
 FD0702                          STATION RECOVERY (1984)
 FD0702
 FD0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0702'RECOVERED IN POOR CONDITION.  THE DISK HAS BEEN BATTERED UNTIL THE
 FD0702'STAMPING ON THE DISK IS UNREADABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1157 ***********************************************************************
 FB1157  DESIGNATION -  605
 FB1157  PID         -  FB1157
 FB1157  STATE/COUNTY-  TN/COCKE
 FB1157  USGS QUAD   -  NEWPORT (1992)
 FB1157
 FB1157                         *CURRENT SURVEY CONTROL
 FB1157  ___________________________________________________________________
 FB1157* NAD 83(1986)-  35 58 23.     (N)    083 14 21.     (W)     SCALED    
 FB1157* NAVD 88     -       353.801  (meters)    1160.76   (feet)  ADJUSTED  
 FB1157  ___________________________________________________________________
 FB1157  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB1157  DYNAMIC HT  -         353.468 (meters)    1159.67  (feet)  COMP
 FB1157  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 FB1157
 FB1157  VERT ORDER  -  SECOND    CLASS 0
 FB1157
 FB1157.The horizontal coordinates were scaled from a topographic map and have
 FB1157.an estimated accuracy of +/- 6 seconds.
 FB1157
 FB1157.The orthometric height was determined by differential leveling
 FB1157.and adjusted by the National Geodetic Survey in June 1991..
 FB1157
 FB1157.The geoid height was determined by GEOID03.
 FB1157
 FB1157.The dynamic height is computed by dividing the NAVD 88
 FB1157.geopotential number by the normal gravity value computed on the
 FB1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1157.degrees latitude (g = 980.6199 gals.).
 FB1157
 FB1157.The modeled gravity was interpolated from observed gravity values.
 FB1157
 FB1157;                    North         East    Units  Estimated Accuracy
 FB1157;SPC TN       -   185,440.      848,970.      MT  (+/- 180 meters Scaled)
 FB1157
 FB1157                          SUPERSEDED SURVEY CONTROL
 FB1157
 FB1157  NGVD 29 (??/??/92)  353.964  (m)         1161.30   (f) ADJ UNCH    2 0
 FB1157
 FB1157.Superseded values are not recommended for survey control.
 FB1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1157.See file dsdata.txt to determine how the superseded data were derived.
 FB1157
 FB1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV981832(NAD 83)
 FB1157_MARKER: DD = SURVEY DISK
 FB1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1157_STAMPING: 605
 FB1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1157+STABILITY: SURFACE MOTION
 FB1157
 FB1157  HISTORY     - Date     Condition        Report By
 FB1157  HISTORY     - UNK      MONUMENTED       TNGS
 FB1157  HISTORY     - 1961     POOR             NGS
 FB1157
 FB1157                          STATION DESCRIPTION
 FB1157
 FB1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1157'3.5 MI W FROM NEWPORT.
 FB1157'3.5 MILES WEST ALONG U.S. HIGHWAY 70 FROM NEWPORT, COCKE COUNTY,
 FB1157'250 FEET EAST OF A SINCLAIR SERVICE STATION, 85 FEET NORTHWEST
 FB1157'OF CENTERLINE OF ROAD TO CHURCH, 140 FEET SOUTH-SOUTHEAST OF
 FB1157'SOUTHWEST CORNER OF NEW BLOCK CHURCH, 92 FEET WEST-SOUTHWEST
 FB1157'OF A POWERLINE POLE AND 21 FEET NORTH OF THE CENTERLINE OF THE
 FB1157'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 605 AND SET IN
 FB1157'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2594 ***********************************************************************
 AJ2594  DESIGNATION -  61
 AJ2594  PID         -  AJ2594
 AJ2594  STATE/COUNTY-  TN/SHELBY
 AJ2594  USGS QUAD   -  ELLENDALE (1993)
 AJ2594
 AJ2594                         *CURRENT SURVEY CONTROL
 AJ2594  ___________________________________________________________________
 AJ2594* NAD 83(1995)-  35 13 57.55855(N)    089 51 54.03622(W)     ADJUSTED  
 AJ2594* NAVD 88     -        99.82   (meters)     327.5    (feet)  LEVELING  
 AJ2594  ___________________________________________________________________
 AJ2594  X           -      12,288.131 (meters)                     COMP
 AJ2594  Y           -  -5,215,623.874 (meters)                     COMP
 AJ2594  Z           -   3,659,022.061 (meters)                     COMP
 AJ2594  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AJ2594  ELLIP HEIGHT-          72.48  (meters)          (04/26/01) GPS OBS
 AJ2594  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2594
 AJ2594  HORZ ORDER  -  FIRST
 AJ2594  VERT ORDER  -  THIRD ?
 AJ2594  ELLP ORDER  -  FOURTH    CLASS I
 AJ2594
 AJ2594.The horizontal coordinates were established by GPS observations
 AJ2594.and adjusted by the National Geodetic Survey in April 2001..
 AJ2594
 AJ2594.The orthometric height was determined by differential leveling.
 AJ2594.The vertical network tie was performed by a horz. field party for horz.
 AJ2594.obs reductions. Reset procedures were used to establish the elevation.
 AJ2594
 AJ2594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2594
 AJ2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2594
 AJ2594.The ellipsoidal height was determined by GPS observations
 AJ2594.and is referenced to NAD 83.
 AJ2594
 AJ2594.The geoid height was determined by GEOID03.
 AJ2594
 AJ2594;                    North         East     Units Scale Factor Converg.
 AJ2594;SPC TN       -   106,726.551   248,262.243   MT  1.00000311   -2 15 45.8
 AJ2594;SPC TN       -   350,152.03    814,507.04   sFT  1.00000311   -2 15 45.8
 AJ2594;UTM  16      - 3,902,606.654   239,268.608   MT  1.00043788   -1 39 13.5
 AJ2594
 AJ2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2594!SPC TN       -   0.99998862  x   1.00000311  =   0.99999173
 AJ2594!UTM  16      -   0.99998862  x   1.00043788  =   1.00042650
 AJ2594
 AJ2594                          SUPERSEDED SURVEY CONTROL
 AJ2594
 AJ2594.No superseded survey control is available for this station.
 AJ2594
 AJ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3926902607(NAD 83)
 AJ2594_MARKER: I = METAL ROD
 AJ2594_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2594+WITH SETTING: INFORMATION.
 AJ2594_STAMPING: 061
 AJ2594_MARK LOGO: NGS   
 AJ2594_PROJECTION: FLUSH
 AJ2594_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ2594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2594+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 AJ2594_ROD/PIPE-DEPTH:  0.8 meters
 AJ2594
 AJ2594  HISTORY     - Date     Condition        Report By
 AJ2594  HISTORY     - 1987     MONUMENTED       NGS
 AJ2594  HISTORY     - 20030610 GOOD             TN1620
 AJ2594
 AJ2594                          STATION DESCRIPTION
 AJ2594
 AJ2594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AJ2594'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY IN
 AJ2594'BARTLETT TENNESSEE.
 AJ2594'TO REACH THE STATION FROM THE INTERSECTION OF ST.  ELMO ROAD AND BILLY
 AJ2594'MAHER ROAD PROCEED NORTH ON BILLY MAHER ROAD APPROXIMATELY 0.10 MILES
 AJ2594'(0.16 KM) TO PECAN TRACE DRIVE.  THE STATION IS LOCATED ON THE RIGHT.
 AJ2594'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2594'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2594'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 93.80 FEET (28.59 M)
 AJ2594'SOUTH OF A WOOD POWER POLE NO.  57239, 30.00 FEET (9.14 M) SOUTH OF
 AJ2594'THE CENTERLINE PROJECTION OF PECAN TRACE DRIVE, 19.00 FEET (5.79 M)
 AJ2594'EAST OF THE CENTERLINE OF BILLY MAHER ROAD.  THE CAP AND CONCRETE ARE
 AJ2594'SET FLUSH WITH THE GROUND.
 AJ2594
 AJ2594                          STATION RECOVERY (2003)
 AJ2594
 AJ2594'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0729 ***********************************************************************
 GB0729  DESIGNATION -  61 1
 GB0729  PID         -  GB0729
 GB0729  STATE/COUNTY-  TN/ANDERSON
 GB0729  USGS QUAD   -  CLINTON (1990)
 GB0729
 GB0729                         *CURRENT SURVEY CONTROL
 GB0729  ___________________________________________________________________
 GB0729* NAD 83(1986)-  36 05 15.     (N)    084 09 29.     (W)     SCALED    
 GB0729* NAVD 88     -       246.872  (meters)     809.95   (feet)  ADJUSTED  
 GB0729  ___________________________________________________________________
 GB0729  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB0729  DYNAMIC HT  -         246.647 (meters)     809.21  (feet)  COMP
 GB0729  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 GB0729
 GB0729  VERT ORDER  -  SECOND    CLASS 0
 GB0729
 GB0729.The horizontal coordinates were scaled from a topographic map and have
 GB0729.an estimated accuracy of +/- 6 seconds.
 GB0729
 GB0729.The orthometric height was determined by differential leveling
 GB0729.and adjusted by the National Geodetic Survey in June 1991..
 GB0729
 GB0729.The geoid height was determined by GEOID03.
 GB0729
 GB0729.The dynamic height is computed by dividing the NAVD 88
 GB0729.geopotential number by the normal gravity value computed on the
 GB0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0729.degrees latitude (g = 980.6199 gals.).
 GB0729
 GB0729.The modeled gravity was interpolated from observed gravity values.
 GB0729
 GB0729;                    North         East    Units  Estimated Accuracy
 GB0729;SPC TN       -   196,190.      765,880.      MT  (+/- 180 meters Scaled)
 GB0729
 GB0729                          SUPERSEDED SURVEY CONTROL
 GB0729
 GB0729  NGVD 29 (??/??/92)  247.004  (m)          810.38   (f) ADJ UNCH    2 0
 GB0729
 GB0729.Superseded values are not recommended for survey control.
 GB0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0729.See file dsdata.txt to determine how the superseded data were derived.
 GB0729
 GB0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE558973(NAD 83)
 GB0729_MARKER: DD = SURVEY DISK
 GB0729_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GB0729_SP_SET: UNSPECIFIED ROCK
 GB0729_STAMPING: 61-1 1965
 GB0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0729
 GB0729  HISTORY     - Date     Condition        Report By
 GB0729  HISTORY     - 1965     MONUMENTED       TNHD
 GB0729
 GB0729                          STATION DESCRIPTION
 GB0729
 GB0729'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0729'1.8 MI W FROM CLINTON.
 GB0729'FROM THE COURT HOUSE IN CLINTON, GO 1.8 MILES WESTERLY ON STATE
 GB0729'ROUTE 61 TO THE MARK ON THE RIGHT, 42 FEET NORTH OF THE
 GB0729'APPROXIMATE CENTER OF STATE ROUTE 61 AND 22 FEET NORTHEAST OF
 GB0729'THE APPROXIMATE CENTER OF A SMALL GRAVELED ROAD LEADING NORTH.
 GB0729'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0729'IN A DRILLED HOLE IN A LARGE ROCK APPROXIMATELY 4 FEET ABOVE
 GB0729'STATE ROUTE 61.  THE DISK IS STAMPED 61-1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0772 ***********************************************************************
 GB0772  DESIGNATION -  61 1
 GB0772  PID         -  GB0772
 GB0772  STATE/COUNTY-  TN/ANDERSON
 GB0772  USGS QUAD   -  POWELL (1976)
 GB0772
 GB0772                         *CURRENT SURVEY CONTROL
 GB0772  ___________________________________________________________________
 GB0772* NAD 83(1986)-  36 07 26.     (N)    084 06 50.     (W)     SCALED    
 GB0772* NAVD 88     -       257.614  (meters)     845.19   (feet)  ADJUSTED  
 GB0772  ___________________________________________________________________
 GB0772  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB0772  DYNAMIC HT  -         257.380 (meters)     844.42  (feet)  COMP
 GB0772  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 GB0772
 GB0772  VERT ORDER  -  SECOND    CLASS 0
 GB0772
 GB0772.The horizontal coordinates were scaled from a topographic map and have
 GB0772.an estimated accuracy of +/- 6 seconds.
 GB0772
 GB0772.The orthometric height was determined by differential leveling
 GB0772.and adjusted by the National Geodetic Survey in June 1991..
 GB0772
 GB0772.The geoid height was determined by GEOID03.
 GB0772
 GB0772.The dynamic height is computed by dividing the NAVD 88
 GB0772.geopotential number by the normal gravity value computed on the
 GB0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0772.degrees latitude (g = 980.6199 gals.).
 GB0772
 GB0772.The modeled gravity was interpolated from observed gravity values.
 GB0772
 GB0772;                    North         East    Units  Estimated Accuracy
 GB0772;SPC TN       -   200,300.      769,780.      MT  (+/- 180 meters Scaled)
 GB0772
 GB0772                          SUPERSEDED SURVEY CONTROL
 GB0772
 GB0772  NGVD 29 (??/??/92)  257.750  (m)          845.63   (f) ADJ UNCH    2 0
 GB0772
 GB0772.Superseded values are not recommended for survey control.
 GB0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0772.See file dsdata.txt to determine how the superseded data were derived.
 GB0772
 GB0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF597015(NAD 83)
 GB0772_MARKER: DD = SURVEY DISK
 GB0772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0772_SP_SET: ABUTMENT
 GB0772_STAMPING: 61-1 1964
 GB0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0772
 GB0772  HISTORY     - Date     Condition        Report By
 GB0772  HISTORY     - 1964     MONUMENTED       TNHD
 GB0772
 GB0772                          STATION DESCRIPTION
 GB0772
 GB0772'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0772'1.9 MI N FROM CLINTON.
 GB0772'FROM THE COURT HOUSE AT CLINTON, GO NORTH ON U.S. HIGHWAY 25W
 GB0772'FOR 0.2 MILE TO THE JUNCTION OF STATE ROUTE 61 AND U.S. HIGHWAY
 GB0772'25W, TURN RIGHT ON STATE ROUTE 61 AND GO 1.7 MILES TO THE
 GB0772'MARK ON THE RIGHT.  THE MARK IS 17 FEET SOUTHWEST OF THE
 GB0772'APPROXIMATE CENTER OF STATE ROUTE 61.  THE MARK IS CEMENTED
 GB0772'FLUSH IN A DRILLED HOLE IN THE TOP OF THE NORTH END OF THE
 GB0772'NORTHEAST ABUTMENT OF A BRIDGE OVER THE CLINCH RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0748 ***********************************************************************
 GB0748  DESIGNATION -  61 10
 GB0748  PID         -  GB0748
 GB0748  STATE/COUNTY-  TN/ROANE
 GB0748  USGS QUAD   -  WINDROCK (1975)
 GB0748
 GB0748                         *CURRENT SURVEY CONTROL
 GB0748  ___________________________________________________________________
 GB0748* NAD 83(1986)-  36 02 17.     (N)    084 21 39.     (W)     SCALED    
 GB0748* NAVD 88     -       267.873  (meters)     878.85   (feet)  ADJUSTED  
 GB0748  ___________________________________________________________________
 GB0748  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB0748  DYNAMIC HT  -         267.631 (meters)     878.05  (feet)  COMP
 GB0748  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GB0748
 GB0748  VERT ORDER  -  SECOND    CLASS 0
 GB0748
 GB0748.The horizontal coordinates were scaled from a topographic map and have
 GB0748.an estimated accuracy of +/- 6 seconds.
 GB0748
 GB0748.The orthometric height was determined by differential leveling
 GB0748.and adjusted by the National Geodetic Survey in June 1991..
 GB0748
 GB0748.The geoid height was determined by GEOID03.
 GB0748
 GB0748.The dynamic height is computed by dividing the NAVD 88
 GB0748.geopotential number by the normal gravity value computed on the
 GB0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0748.degrees latitude (g = 980.6199 gals.).
 GB0748
 GB0748.The modeled gravity was interpolated from observed gravity values.
 GB0748
 GB0748;                    North         East    Units  Estimated Accuracy
 GB0748;SPC TN       -   190,380.      747,710.      MT  (+/- 180 meters Scaled)
 GB0748
 GB0748                          SUPERSEDED SURVEY CONTROL
 GB0748
 GB0748  NGVD 29 (??/??/92)  267.996  (m)          879.25   (f) ADJ UNCH    2 0
 GB0748
 GB0748.Superseded values are not recommended for survey control.
 GB0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0748.See file dsdata.txt to determine how the superseded data were derived.
 GB0748
 GB0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE377913(NAD 83)
 GB0748_MARKER: DD = SURVEY DISK
 GB0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0748_SP_SET: CONCRETE SQUARE
 GB0748_STAMPING: 61-10 1965
 GB0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0748
 GB0748  HISTORY     - Date     Condition        Report By
 GB0748  HISTORY     - 1965     MONUMENTED       TNHD
 GB0748  HISTORY     - 1967     GOOD             NGS
 GB0748
 GB0748                          STATION DESCRIPTION
 GB0748
 GB0748'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0748'1.5 MI W FROM OLIVER SPRINGS.
 GB0748'FROM THE POST OFFICE IN OLIVER SPRINGS GO 1.5 MILES WESTERLY ON
 GB0748'STATE ROUTE 61 TO KELLY COMMUNITY MARKET AND THE MARK ON THE
 GB0748'RIGHT, 28 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0748'ROUTE 61 AND 3 FEET NORTHEAST OF UTILITY POLE NO. 202.  THE
 GB0748'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0748'SOUTH CORNER OF AN APPROXIMATE 3 FOOT CONCRETE SQUARE.
 GB0748
 GB0748                          STATION RECOVERY (1967)
 GB0748
 GB0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0754 ***********************************************************************
 GB0754  DESIGNATION -  61 11
 GB0754  PID         -  GB0754
 GB0754  STATE/COUNTY-  TN/ROANE
 GB0754  USGS QUAD   -  PETROS (1979)
 GB0754
 GB0754                         *CURRENT SURVEY CONTROL
 GB0754  ___________________________________________________________________
 GB0754* NAD 83(1986)-  36 00 43.     (N)    084 23 05.     (W)     SCALED    
 GB0754* NAVD 88     -       252.194  (meters)     827.41   (feet)  ADJUSTED  
 GB0754  ___________________________________________________________________
 GB0754  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0754  DYNAMIC HT  -         251.964 (meters)     826.65  (feet)  COMP
 GB0754  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 GB0754
 GB0754  VERT ORDER  -  SECOND    CLASS 0
 GB0754
 GB0754.The horizontal coordinates were scaled from a topographic map and have
 GB0754.an estimated accuracy of +/- 6 seconds.
 GB0754
 GB0754.The orthometric height was determined by differential leveling
 GB0754.and adjusted by the National Geodetic Survey in June 1991..
 GB0754
 GB0754.The geoid height was determined by GEOID03.
 GB0754
 GB0754.The dynamic height is computed by dividing the NAVD 88
 GB0754.geopotential number by the normal gravity value computed on the
 GB0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0754.degrees latitude (g = 980.6199 gals.).
 GB0754
 GB0754.The modeled gravity was interpolated from observed gravity values.
 GB0754
 GB0754;                    North         East    Units  Estimated Accuracy
 GB0754;SPC TN       -   187,440.      745,600.      MT  (+/- 180 meters Scaled)
 GB0754
 GB0754                          SUPERSEDED SURVEY CONTROL
 GB0754
 GB0754  NGVD 29 (??/??/92)  252.318  (m)          827.81   (f) ADJ UNCH    2 0
 GB0754
 GB0754.Superseded values are not recommended for survey control.
 GB0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0754.See file dsdata.txt to determine how the superseded data were derived.
 GB0754
 GB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE356884(NAD 83)
 GB0754_MARKER: DD = SURVEY DISK
 GB0754_SETTING: 0 = UNSPECIFIED SETTING
 GB0754_STAMPING: 61-11 1965
 GB0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0754
 GB0754  HISTORY     - Date     Condition        Report By
 GB0754  HISTORY     - 1965     MONUMENTED       TNHD
 GB0754  HISTORY     - 1967     MARK NOT FOUND   NGS
 GB0754
 GB0754                          STATION DESCRIPTION
 GB0754
 GB0754'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0754'3.7 MI W FROM OLIVER SPRINGS.
 GB0754'FROM THE POST OFFICE IN OLIVER SPRINGS GO 3.7 MILES WESTERLY ON
 GB0754'STATE ROUTE 61 TO A BRIDGE OVER A SMALL BRANCH AND THE MARK ON
 GB0754'THE RIGHT, 18 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0754'ROUTE 61, 33 FEET NORTHEAST OF UTILITY POLE NO. 268, IN CENTER OF
 GB0754'DOUBLE DRIVEWAY LEADING NORTHERLY AND 11 FEET NORTH EAST OF THE
 GB0754'SOUTHWEST END OF THE NORTH HEADWALL.  IT IS A STANDARD TENNESSEE
 GB0754'HIGHWAY DEPARTMENT DISK SET VERTICALLY IN A DRILLED HOLE 1 FOOT
 GB0754'BELOW THE SURFACE OF STATE ROUTE 61.  THE DISK IS STAMPED 61-11
 GB0754'1965.
 GB0754
 GB0754                          STATION RECOVERY (1967)
 GB0754
 GB0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0312 ***********************************************************************
 FC0312  DESIGNATION -  61 12
 FC0312  PID         -  FC0312
 FC0312  STATE/COUNTY-  TN/ROANE
 FC0312  USGS QUAD   -  ELVERTON (1990)
 FC0312
 FC0312                         *CURRENT SURVEY CONTROL
 FC0312  ___________________________________________________________________
 FC0312* NAD 83(1986)-  35 58 58.     (N)    084 26 09.     (W)     SCALED    
 FC0312* NAVD 88     -       259.943  (meters)     852.83   (feet)  ADJUSTED  
 FC0312  ___________________________________________________________________
 FC0312  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0312  DYNAMIC HT  -         259.707 (meters)     852.06  (feet)  COMP
 FC0312  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FC0312
 FC0312  VERT ORDER  -  SECOND    CLASS 0
 FC0312
 FC0312.The horizontal coordinates were scaled from a topographic map and have
 FC0312.an estimated accuracy of +/- 6 seconds.
 FC0312
 FC0312.The orthometric height was determined by differential leveling
 FC0312.and adjusted by the National Geodetic Survey in June 1991..
 FC0312
 FC0312.The geoid height was determined by GEOID03.
 FC0312
 FC0312.The dynamic height is computed by dividing the NAVD 88
 FC0312.geopotential number by the normal gravity value computed on the
 FC0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0312.degrees latitude (g = 980.6199 gals.).
 FC0312
 FC0312.The modeled gravity was interpolated from observed gravity values.
 FC0312
 FC0312;                    North         East    Units  Estimated Accuracy
 FC0312;SPC TN       -   184,130.      741,050.      MT  (+/- 180 meters Scaled)
 FC0312
 FC0312                          SUPERSEDED SURVEY CONTROL
 FC0312
 FC0312  NGVD 29 (??/??/??)  260.06   (m)          853.2    (f) RESET       3  
 FC0312
 FC0312.Superseded values are not recommended for survey control.
 FC0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0312.See file dsdata.txt to determine how the superseded data were derived.
 FC0312
 FC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE311850(NAD 83)
 FC0312_MARKER: DD = SURVEY DISK
 FC0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0312_SP_SET: CULVERT
 FC0312_STAMPING: 61 12 1965
 FC0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0312
 FC0312  HISTORY     - Date     Condition        Report By
 FC0312  HISTORY     - 1965     MONUMENTED       TNHD
 FC0312  HISTORY     - 1965     GOOD             NGS
 FC0312  HISTORY     - 1967     GOOD             NGS
 FC0312
 FC0312                          STATION DESCRIPTION
 FC0312
 FC0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0312'7.3 MI W FROM OLIVER SPRINGS.
 FC0312'FROM THE POST OFFICE IN OLIVER SPRINGS GO 7.3 MILES WESTERLY
 FC0312'ON STATE ROUTE 61 TO THE MARK ON THE RIGHT, 47 FEET NORTHEAST
 FC0312'OF THE APPROXIMATE CENTER OF A ROAD LEADING NORTHWEST, 28
 FC0312'FEET NORTHWEST OF APPROXIMATE CENTER OF STATE ROUTE 61 AND 9
 FC0312'FEET SOUTHWEST OF UTILITY POLE NO. 37.  THE MARK IS A STANDARD
 FC0312'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF THE NORTHWEST
 FC0312'END OF A 1 FOOT BOX CULVERT IN FRONT OF A 2 STORY BROWN HOUSE.
 FC0312'THE DISK IS STAMPED 61-12 1965.
 FC0312
 FC0312                          STATION RECOVERY (1967)
 FC0312
 FC0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0320 ***********************************************************************
 FC0320  DESIGNATION -  61 13
 FC0320  PID         -  FC0320
 FC0320  STATE/COUNTY-  TN/ROANE
 FC0320  USGS QUAD   -  ELVERTON (1990)
 FC0320
 FC0320                         *CURRENT SURVEY CONTROL
 FC0320  ___________________________________________________________________
 FC0320* NAD 83(1986)-  35 58 29.     (N)    084 27 27.     (W)     SCALED    
 FC0320* NAVD 88     -       233.457  (meters)     765.93   (feet)  ADJUSTED  
 FC0320  ___________________________________________________________________
 FC0320  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0320  DYNAMIC HT  -         233.244 (meters)     765.23  (feet)  COMP
 FC0320  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FC0320
 FC0320  VERT ORDER  -  FIRST     CLASS I
 FC0320
 FC0320.The horizontal coordinates were scaled from a topographic map and have
 FC0320.an estimated accuracy of +/- 6 seconds.
 FC0320
 FC0320.The orthometric height was determined by differential leveling
 FC0320.and adjusted by the National Geodetic Survey in June 1991..
 FC0320
 FC0320.The geoid height was determined by GEOID03.
 FC0320
 FC0320.The dynamic height is computed by dividing the NAVD 88
 FC0320.geopotential number by the normal gravity value computed on the
 FC0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0320.degrees latitude (g = 980.6199 gals.).
 FC0320
 FC0320.The modeled gravity was interpolated from observed gravity values.
 FC0320
 FC0320;                    North         East    Units  Estimated Accuracy
 FC0320;SPC TN       -   183,210.      739,110.      MT  (+/- 180 meters Scaled)
 FC0320
 FC0320                          SUPERSEDED SURVEY CONTROL
 FC0320
 FC0320  NGVD 29 (??/??/??)  233.57   (m)          766.3    (f) RESET       3  
 FC0320
 FC0320.Superseded values are not recommended for survey control.
 FC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0320.See file dsdata.txt to determine how the superseded data were derived.
 FC0320
 FC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE292841(NAD 83)
 FC0320_MARKER: DD = SURVEY DISK
 FC0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0320_SP_SET: CULVERT
 FC0320_STAMPING: 61 13 1965
 FC0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0320
 FC0320  HISTORY     - Date     Condition        Report By
 FC0320  HISTORY     - 1965     MONUMENTED       TNHD
 FC0320  HISTORY     - 1967     GOOD             NGS
 FC0320
 FC0320                          STATION DESCRIPTION
 FC0320
 FC0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0320'6.2 MI NE FROM HARRIMAN.
 FC0320'ABOUT 6.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0320'STATION AT HARRIMAN, ABOUT 0.1 MILE NORTHEAST OF MILEPOST 44,
 FC0320'ABOUT 30 YARDS NORTHWEST OF THE TRACK, SET IN THE TOP OF THE
 FC0320'WING WALL AT THE WEST CORNER OF A 10-FOOT CONCRETE BOX CULVERT
 FC0320'UNDER STATE HIGHWAY 61, 77 1/2 FEET NORTHWEST OF THE CENTER
 FC0320'LINE OF THE HIGHWAY, 35 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 FC0320'FROM BENCH MARK J 195 DESCRIBED, ABOUT LEVEL WITH THE TRACK AND
 FC0320'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0130 ***********************************************************************
 FC0130  DESIGNATION -  61 14
 FC0130  PID         -  FC0130
 FC0130  STATE/COUNTY-  TN/ROANE
 FC0130  USGS QUAD   -  ELVERTON (1990)
 FC0130
 FC0130                         *CURRENT SURVEY CONTROL
 FC0130  ___________________________________________________________________
 FC0130* NAD 83(1986)-  35 58 09.     (N)    084 28 47.     (W)     SCALED    
 FC0130* NAVD 88     -       238.163  (meters)     781.37   (feet)  POSTED    
 FC0130  ___________________________________________________________________
 FC0130  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0130  DYNAMIC HT  -         237.950 (meters)     780.67  (feet)  COMP
 FC0130  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FC0130
 FC0130  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0130
 FC0130.The horizontal coordinates were scaled from a topographic map and have
 FC0130.an estimated accuracy of +/- 6 seconds.
 FC0130
 FC0130.The orthometric height was determined by differential leveling
 FC0130.and adjusted by the National Geodetic Survey in 1992..
 FC0130.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0130.rate of 0.0 thru 1.0 mm/km.
 FC0130
 FC0130.The geoid height was determined by GEOID03.
 FC0130
 FC0130.The dynamic height is computed by dividing the NAVD 88
 FC0130.geopotential number by the normal gravity value computed on the
 FC0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0130.degrees latitude (g = 980.6199 gals.).
 FC0130
 FC0130.The modeled gravity was interpolated from observed gravity values.
 FC0130
 FC0130;                    North         East    Units  Estimated Accuracy
 FC0130;SPC TN       -   182,560.      737,120.      MT  (+/- 180 meters Scaled)
 FC0130
 FC0130                          SUPERSEDED SURVEY CONTROL
 FC0130
 FC0130  NGVD 29 (??/??/??)  238.28   (m)          781.8    (f) RESET       3  
 FC0130
 FC0130.Superseded values are not recommended for survey control.
 FC0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0130.See file dsdata.txt to determine how the superseded data were derived.
 FC0130
 FC0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE272834(NAD 83)
 FC0130_MARKER: DD = SURVEY DISK
 FC0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0130_SP_SET: CULVERT
 FC0130_STAMPING: 61 14 1965
 FC0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0130
 FC0130  HISTORY     - Date     Condition        Report By
 FC0130  HISTORY     - 1965     MONUMENTED       TNHD
 FC0130  HISTORY     - 1965     GOOD             NGS
 FC0130  HISTORY     - 1967     MARK NOT FOUND   NGS
 FC0130
 FC0130                          STATION DESCRIPTION
 FC0130
 FC0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0130'2.5 MI E FROM HARRIMAN.
 FC0130'FROM THE NATIONAL GUARD ARMORY IN HARRIMAN GO 2.5 MILES EASTERLY
 FC0130'ON STATE ROUTE 61 TO THE MARK ON THE LEFT, 23 FEET WEST SOUTHWEST
 FC0130'OF A GRAVELED DRIVE LEADING NORTHEAST AND 19 FEET NORTHWEST
 FC0130'OF THE APPROXIMATE CENTER OF STATE ROUTE 61.  IT IS A STANDARD
 FC0130'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE NORTHWEST END OF A
 FC0130'2-FOOT CONCRETE PIPE CULVERT.  THE DISK IS STAMPED 61-14 1965.
 FC0130
 FC0130                          STATION RECOVERY (1967)
 FC0130
 FC0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0950 ***********************************************************************
 FC0950  DESIGNATION -  61 15
 FC0950  PID         -  FC0950
 FC0950  STATE/COUNTY-  TN/ROANE
 FC0950  USGS QUAD   -  ELVERTON (1990)
 FC0950
 FC0950                         *CURRENT SURVEY CONTROL
 FC0950  ___________________________________________________________________
 FC0950* NAD 83(1986)-  35 58 14.     (N)    084 29 53.     (W)     SCALED    
 FC0950* NAVD 88     -       243.718  (meters)     799.60   (feet)  ADJUSTED  
 FC0950  ___________________________________________________________________
 FC0950  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC0950  DYNAMIC HT  -         243.495 (meters)     798.87  (feet)  COMP
 FC0950  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 FC0950
 FC0950  VERT ORDER  -  FIRST     CLASS I
 FC0950
 FC0950.The horizontal coordinates were scaled from a topographic map and have
 FC0950.an estimated accuracy of +/- 6 seconds.
 FC0950
 FC0950.The orthometric height was determined by differential leveling
 FC0950.and adjusted by the National Geodetic Survey in June 1991..
 FC0950
 FC0950.The geoid height was determined by GEOID03.
 FC0950
 FC0950.The dynamic height is computed by dividing the NAVD 88
 FC0950.geopotential number by the normal gravity value computed on the
 FC0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0950.degrees latitude (g = 980.6199 gals.).
 FC0950
 FC0950.The modeled gravity was interpolated from observed gravity values.
 FC0950
 FC0950;                    North         East    Units  Estimated Accuracy
 FC0950;SPC TN       -   182,690.      735,460.      MT  (+/- 180 meters Scaled)
 FC0950
 FC0950                          SUPERSEDED SURVEY CONTROL
 FC0950
 FC0950  NGVD 29 (??/??/??)  243.85   (m)          800.0    (f) RESET       3  
 FC0950
 FC0950.Superseded values are not recommended for survey control.
 FC0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0950.See file dsdata.txt to determine how the superseded data were derived.
 FC0950
 FC0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE256835(NAD 83)
 FC0950_MARKER: DB = BENCH MARK DISK
 FC0950_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC0950_SP_SET: PIER
 FC0950_STAMPING: 61 15 1965
 FC0950_MARK LOGO: TNHD  
 FC0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0950+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1988
 FC0950
 FC0950  HISTORY     - Date     Condition        Report By
 FC0950  HISTORY     - 1965     MONUMENTED       TNHD
 FC0950  HISTORY     - 1967     GOOD             NGS
 FC0950  HISTORY     - 19881107 GOOD             TNDT
 FC0950
 FC0950                          STATION DESCRIPTION
 FC0950
 FC0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0950'4.1 MI NE FROM HARRIMAN.
 FC0950'ABOUT 3.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0950'STATION AT HARRIMAN, THENCE ABOUT 0.15 MILE NORTH ALONG A BLACK
 FC0950'TOP ROAD, THENCE ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 61, SET
 FC0950'VERTICALLY IN THE SOUTH FACE OF THE EAST LEG OF THE NORTH PIER
 FC0950'UNDER U.S. HIGHWAY 27 OVERPASS OVER THE WEST BOUND LANE OF STATE
 FC0950'HIGHWAY 61, 21 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 FC0950'LANES OF STATE HIGHWAY 61 AND ABOUT 2 FEET ABOVE THE LEVEL OF
 FC0950'THE GROUND.
 FC0950
 FC0950                          STATION RECOVERY (1988)
 FC0950
 FC0950'RECOVERY NOTE BY TN DEPT OF TRANSP 1988
 FC0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0955 ***********************************************************************
 FC0955  DESIGNATION -  61 16
 FC0955  PID         -  FC0955
 FC0955  STATE/COUNTY-  TN/ROANE
 FC0955  USGS QUAD   -  HARRIMAN (1980)
 FC0955
 FC0955                         *CURRENT SURVEY CONTROL
 FC0955  ___________________________________________________________________
 FC0955* NAD 83(1986)-  35 56 51.     (N)    084 32 03.     (W)     SCALED    
 FC0955* NAVD 88     -       234.446  (meters)     769.18   (feet)  ADJUSTED  
 FC0955  ___________________________________________________________________
 FC0955  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0955  DYNAMIC HT  -         234.231 (meters)     768.47  (feet)  COMP
 FC0955  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FC0955
 FC0955  VERT ORDER  -  SECOND    CLASS 0
 FC0955
 FC0955.The horizontal coordinates were scaled from a topographic map and have
 FC0955.an estimated accuracy of +/- 6 seconds.
 FC0955
 FC0955.The orthometric height was determined by differential leveling
 FC0955.and adjusted by the National Geodetic Survey in June 1991..
 FC0955
 FC0955.The geoid height was determined by GEOID03.
 FC0955
 FC0955.The dynamic height is computed by dividing the NAVD 88
 FC0955.geopotential number by the normal gravity value computed on the
 FC0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0955.degrees latitude (g = 980.6199 gals.).
 FC0955
 FC0955.The modeled gravity was interpolated from observed gravity values.
 FC0955
 FC0955;                    North         East    Units  Estimated Accuracy
 FC0955;SPC TN       -   180,080.      732,240.      MT  (+/- 180 meters Scaled)
 FC0955
 FC0955                          SUPERSEDED SURVEY CONTROL
 FC0955
 FC0955  NGVD 29 (??/??/??)  234.56   (m)          769.6    (f) RESET       3  
 FC0955
 FC0955.Superseded values are not recommended for survey control.
 FC0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0955.See file dsdata.txt to determine how the superseded data were derived.
 FC0955
 FC0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE224809(NAD 83)
 FC0955_MARKER: DD = SURVEY DISK
 FC0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0955_SP_SET: CULVERT
 FC0955_STAMPING: 61-16 1965
 FC0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0955
 FC0955  HISTORY     - Date     Condition        Report By
 FC0955  HISTORY     - 1965     MONUMENTED       TNHD
 FC0955  HISTORY     - 1972     GOOD             TVA
 FC0955
 FC0955                          STATION DESCRIPTION
 FC0955
 FC0955'DESCRIBED BY TN HIGHWAY DEPT 1965
 FC0955'1.1 MI E FROM HARRIMAN.
 FC0955'FROM THE POST OFFICE IN HARRIMAN GO 1.1 MILES EASTERLY ON STATE
 FC0955'ROUTE 61 TO THE MARK ON THE RIGHT, 23 FEET SOUTHEAST OF THE
 FC0955'APPROXIMATE CENTER OF STATE ROUTE 61, 8 FEET SOUTHEAST OF A
 FC0955'ROCKWALL AND OPPOSITE WALLACE APPLIANCE REPAIR.  IT IS A STANDARD
 FC0955'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF THE SOUTHEAST
 FC0955'END OF A 2 FOOT BOX CULVERT, APPROXIMATELY 3 FEET BELOW THE
 FC0955'SURFACE OF STATE ROUTE 61.  THE DISK IS STAMPED 61-16 1965.
 FC0955
 FC0955                          STATION RECOVERY (1972)
 FC0955
 FC0955'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0765 ***********************************************************************
 FC0765  DESIGNATION -  61 16 1
 FC0765  PID         -  FC0765
 FC0765  STATE/COUNTY-  TN/MEIGS
 FC0765  USGS QUAD   -  TRANQUILLITY (1990)
 FC0765
 FC0765                         *CURRENT SURVEY CONTROL
 FC0765  ___________________________________________________________________
 FC0765* NAD 83(1986)-  35 37 16.     (N)    084 43 54.     (W)     SCALED    
 FC0765* NAVD 88     -       290.420  (meters)     952.82   (feet)  ADJUSTED  
 FC0765  ___________________________________________________________________
 FC0765  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0765  DYNAMIC HT  -         290.143 (meters)     951.91  (feet)  COMP
 FC0765  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 FC0765
 FC0765  VERT ORDER  -  FIRST     CLASS II
 FC0765
 FC0765.The horizontal coordinates were scaled from a topographic map and have
 FC0765.an estimated accuracy of +/- 6 seconds.
 FC0765
 FC0765.The orthometric height was determined by differential leveling
 FC0765.and adjusted by the National Geodetic Survey in June 1991..
 FC0765
 FC0765.The geoid height was determined by GEOID03.
 FC0765
 FC0765.The dynamic height is computed by dividing the NAVD 88
 FC0765.geopotential number by the normal gravity value computed on the
 FC0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0765.degrees latitude (g = 980.6199 gals.).
 FC0765
 FC0765.The modeled gravity was interpolated from observed gravity values.
 FC0765
 FC0765;                    North         East    Units  Estimated Accuracy
 FC0765;SPC TN       -   143,620.      714,890.      MT  (+/- 180 meters Scaled)
 FC0765
 FC0765                          SUPERSEDED SURVEY CONTROL
 FC0765
 FC0765  NGVD 29 (??/??/92)  290.501  (m)          953.09   (f) ADJ UNCH    1 2
 FC0765
 FC0765.Superseded values are not recommended for survey control.
 FC0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0765.See file dsdata.txt to determine how the superseded data were derived.
 FC0765
 FC0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE054442(NAD 83)
 FC0765_MARKER: DD = SURVEY DISK
 FC0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0765_STAMPING: 61 16 1
 FC0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0765+STABILITY: SURFACE MOTION
 FC0765
 FC0765  HISTORY     - Date     Condition        Report By
 FC0765  HISTORY     - UNK      MONUMENTED       TNGS
 FC0765  HISTORY     - 1950     GOOD             NGS
 FC0765
 FC0765                          STATION DESCRIPTION
 FC0765
 FC0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0765'1.4 MI E FROM PEAKLAND.
 FC0765'1.4 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0765'PEAKLAND, ABOUT 0.15 MILE EAST OF THE JUNCTION OF A ROAD SOUTH,
 FC0765'ABOUT 0.1 MILE WEST OF THE JUNCTION OF A ROAD NORTH, AT THE TOP
 FC0765'OF A GRADE AND ON TOP OF A 10-FOOT CUT, 23 FEET NORTH OF THE CENTER
 FC0765'LINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE LINE, 59 FEET
 FC0765'EAST OF A POWER POLE, 1/2 FOOT SOUTH OF A T.V.A. STEEL WITNESS
 FC0765'POST, ABOUT 10 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 FC0765'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE CONCRETE IS
 FC0765'CHIPPED OFF TOP OF POST BUT APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0763 ***********************************************************************
 FC0763  DESIGNATION -  61 16 4
 FC0763  PID         -  FC0763
 FC0763  STATE/COUNTY-  TN/MEIGS
 FC0763  USGS QUAD   -  SPRING CITY (1990)
 FC0763
 FC0763                         *CURRENT SURVEY CONTROL
 FC0763  ___________________________________________________________________
 FC0763* NAD 83(1986)-  35 37 37.     (N)    084 45 06.     (W)     SCALED    
 FC0763* NAVD 88     -       235.420  (meters)     772.37   (feet)  ADJUSTED  
 FC0763  ___________________________________________________________________
 FC0763  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0763  DYNAMIC HT  -         235.195 (meters)     771.64  (feet)  COMP
 FC0763  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0763
 FC0763  VERT ORDER  -  FIRST     CLASS II
 FC0763
 FC0763.The horizontal coordinates were scaled from a topographic map and have
 FC0763.an estimated accuracy of +/- 6 seconds.
 FC0763
 FC0763.The orthometric height was determined by differential leveling
 FC0763.and adjusted by the National Geodetic Survey in June 1991..
 FC0763
 FC0763.The geoid height was determined by GEOID03.
 FC0763
 FC0763.The dynamic height is computed by dividing the NAVD 88
 FC0763.geopotential number by the normal gravity value computed on the
 FC0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0763.degrees latitude (g = 980.6199 gals.).
 FC0763
 FC0763.The modeled gravity was interpolated from observed gravity values.
 FC0763
 FC0763;                    North         East    Units  Estimated Accuracy
 FC0763;SPC TN       -   144,250.      713,070.      MT  (+/- 180 meters Scaled)
 FC0763
 FC0763                          SUPERSEDED SURVEY CONTROL
 FC0763
 FC0763  NGVD 29 (??/??/92)  235.501  (m)          772.64   (f) ADJ UNCH    1 2
 FC0763
 FC0763.Superseded values are not recommended for survey control.
 FC0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0763.See file dsdata.txt to determine how the superseded data were derived.
 FC0763
 FC0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE036449(NAD 83)
 FC0763_MARKER: DD = SURVEY DISK
 FC0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0763_STAMPING: 61 16 4
 FC0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0763+STABILITY: SURFACE MOTION
 FC0763
 FC0763  HISTORY     - Date     Condition        Report By
 FC0763  HISTORY     - UNK      MONUMENTED       TNGS
 FC0763  HISTORY     - 1950     GOOD             NGS
 FC0763
 FC0763                          STATION DESCRIPTION
 FC0763
 FC0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0763'0.2 MI E FROM PEAKLAND.
 FC0763'0.2 MILE EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0763'PEAKLAND, AT A NORTH-SOUTH CROSSROAD, 21 FEET NORTH OF THE CENTER
 FC0763'LINE OF THE HIGHWAY, 100 FEET EAST OF THE CENTER LINE OF THE
 FC0763'ROAD NORTH, 65 FEET WEST OF A 10-INCH CEDAR TREE, 98 FEET SOUTH OF
 FC0763'A 12-INCH CEDAR TREE, 59 FEET NORTHEAST AND ACROSS THE HIGHWAY
 FC0763'FROM A POWER POLE, 1/2 FOOT SOUTH OF A T.V.A. STEEL WITNESS
 FC0763'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FC0763'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0956 ***********************************************************************
 FC0956  DESIGNATION -  61 17
 FC0956  PID         -  FC0956
 FC0956  STATE/COUNTY-  TN/ROANE
 FC0956  USGS QUAD   -  HARRIMAN (1980)
 FC0956
 FC0956                         *CURRENT SURVEY CONTROL
 FC0956  ___________________________________________________________________
 FC0956* NAD 83(1986)-  35 55 13.     (N)    084 33 51.     (W)     SCALED    
 FC0956* NAVD 88     -       270.692  (meters)     888.10   (feet)  ADJUSTED  
 FC0956  ___________________________________________________________________
 FC0956  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0956  DYNAMIC HT  -         270.444 (meters)     887.28  (feet)  COMP
 FC0956  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 FC0956
 FC0956  VERT ORDER  -  SECOND    CLASS 0
 FC0956
 FC0956.The horizontal coordinates were scaled from a topographic map and have
 FC0956.an estimated accuracy of +/- 6 seconds.
 FC0956
 FC0956.The orthometric height was determined by differential leveling
 FC0956.and adjusted by the National Geodetic Survey in June 1991..
 FC0956
 FC0956.The geoid height was determined by GEOID03.
 FC0956
 FC0956.The dynamic height is computed by dividing the NAVD 88
 FC0956.geopotential number by the normal gravity value computed on the
 FC0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0956.degrees latitude (g = 980.6199 gals.).
 FC0956
 FC0956.The modeled gravity was interpolated from observed gravity values.
 FC0956
 FC0956;                    North         East    Units  Estimated Accuracy
 FC0956;SPC TN       -   177,020.      729,580.      MT  (+/- 180 meters Scaled)
 FC0956
 FC0956                          SUPERSEDED SURVEY CONTROL
 FC0956
 FC0956  NGVD 29 (??/??/??)  270.80   (m)          888.4    (f) RESET       3  
 FC0956
 FC0956.Superseded values are not recommended for survey control.
 FC0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0956.See file dsdata.txt to determine how the superseded data were derived.
 FC0956
 FC0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE197778(NAD 83)
 FC0956_MARKER: DD = SURVEY DISK
 FC0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0956_SP_SET: CULVERT
 FC0956_STAMPING: 61-17 1965
 FC0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0956
 FC0956  HISTORY     - Date     Condition        Report By
 FC0956  HISTORY     - 1965     MONUMENTED       TNHD
 FC0956  HISTORY     - 1972     GOOD             TVA
 FC0956
 FC0956                          STATION DESCRIPTION
 FC0956
 FC0956'DESCRIBED BY TN HIGHWAY DEPT 1965
 FC0956'AT SOUTH HARRIMAN.
 FC0956'IN SOUTH HARRIMAN AT THE JUNCTION OF U.S. HIGHWAY 27 AND ROUTE 61,
 FC0956'32 FEET EAST OF THE SOUTHEAST END OF THE SERVICE REXALL DRUG
 FC0956'STORE, 43 FEET SOUTHWEST OF APPROXIMATE CENTER OF U.S. HIGHWAY 27
 FC0956'AND OPPOSITE THE SOUTH HARRIMAN JUNIOR HIGH SCHOOL.  IT IS A
 FC0956'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF THE
 FC0956'SOUTH END OF A 1 FOOT CULVERT.  (PIPE CULVERT.)  THE DISK IS
 FC0956'STAMPED 61-17 1965.
 FC0956
 FC0956                          STATION RECOVERY (1972)
 FC0956
 FC0956'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0730 ***********************************************************************
 GB0730  DESIGNATION -  61 2
 GB0730  PID         -  GB0730
 GB0730  STATE/COUNTY-  TN/ANDERSON
 GB0730  USGS QUAD   -  CLINTON (1990)
 GB0730
 GB0730                         *CURRENT SURVEY CONTROL
 GB0730  ___________________________________________________________________
 GB0730* NAD 83(1986)-  36 04 28.     (N)    084 10 02.     (W)     SCALED    
 GB0730* NAVD 88     -       254.053  (meters)     833.51   (feet)  ADJUSTED  
 GB0730  ___________________________________________________________________
 GB0730  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0730  DYNAMIC HT  -         253.821 (meters)     832.74  (feet)  COMP
 GB0730  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 GB0730
 GB0730  VERT ORDER  -  SECOND    CLASS 0
 GB0730
 GB0730.The horizontal coordinates were scaled from a topographic map and have
 GB0730.an estimated accuracy of +/- 6 seconds.
 GB0730
 GB0730.The orthometric height was determined by differential leveling
 GB0730.and adjusted by the National Geodetic Survey in June 1991..
 GB0730
 GB0730.The geoid height was determined by GEOID03.
 GB0730
 GB0730.The dynamic height is computed by dividing the NAVD 88
 GB0730.geopotential number by the normal gravity value computed on the
 GB0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0730.degrees latitude (g = 980.6199 gals.).
 GB0730
 GB0730.The modeled gravity was interpolated from observed gravity values.
 GB0730
 GB0730;                    North         East    Units  Estimated Accuracy
 GB0730;SPC TN       -   194,720.      765,080.      MT  (+/- 180 meters Scaled)
 GB0730
 GB0730                          SUPERSEDED SURVEY CONTROL
 GB0730
 GB0730  NGVD 29 (??/??/92)  254.183  (m)          833.93   (f) ADJ UNCH    2 0
 GB0730
 GB0730.Superseded values are not recommended for survey control.
 GB0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0730.See file dsdata.txt to determine how the superseded data were derived.
 GB0730
 GB0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE551959(NAD 83)
 GB0730_MARKER: DD = SURVEY DISK
 GB0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0730_SP_SET: CULVERT
 GB0730_STAMPING: 61-2 1965
 GB0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0730
 GB0730  HISTORY     - Date     Condition        Report By
 GB0730  HISTORY     - 1965     MONUMENTED       TNHD
 GB0730
 GB0730                          STATION DESCRIPTION
 GB0730
 GB0730'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0730'3 MI W FROM CLINTON.
 GB0730'FROM THE COURT HOUSE IN CLINTON, GO 3.0 MILES WESTERLY ON STATE
 GB0730'ROUTE 61 TO THE MARK ON THE RIGHT, 24 FEET NORTHWEST OF
 GB0730'APPROXIMATE CENTER OF STATE ROUTE 61.  THE MARK IS STANDARD
 GB0730'TENNESSEE HIGHWAY DEPARTMENT DISK SET VERTICALLY IN A DRILLED
 GB0730'HOLE IN THE NORTHWEST END OF A 13 FOOT CONCRETE CULVERT,
 GB0730'APPROXIMATELY 5 FEET BELOW THE SURFACE OF STATE ROUTE 61.  THE
 GB0730'DISK IS STAMPED 61-2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0771 ***********************************************************************
 GB0771  DESIGNATION -  61 2
 GB0771  PID         -  GB0771
 GB0771  STATE/COUNTY-  TN/ANDERSON
 GB0771  USGS QUAD   -  NORRIS (1990)
 GB0771
 GB0771                         *CURRENT SURVEY CONTROL
 GB0771  ___________________________________________________________________
 GB0771* NAD 83(1986)-  36 08 06.     (N)    084 06 15.     (W)     SCALED    
 GB0771* NAVD 88     -       261.961  (meters)     859.45   (feet)  ADJUSTED  
 GB0771  ___________________________________________________________________
 GB0771  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB0771  DYNAMIC HT  -         261.723 (meters)     858.67  (feet)  COMP
 GB0771  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GB0771
 GB0771  VERT ORDER  -  SECOND    CLASS 0
 GB0771
 GB0771.The horizontal coordinates were scaled from a topographic map and have
 GB0771.an estimated accuracy of +/- 6 seconds.
 GB0771
 GB0771.The orthometric height was determined by differential leveling
 GB0771.and adjusted by the National Geodetic Survey in June 1991..
 GB0771
 GB0771.The geoid height was determined by GEOID03.
 GB0771
 GB0771.The dynamic height is computed by dividing the NAVD 88
 GB0771.geopotential number by the normal gravity value computed on the
 GB0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0771.degrees latitude (g = 980.6199 gals.).
 GB0771
 GB0771.The modeled gravity was interpolated from observed gravity values.
 GB0771
 GB0771;                    North         East    Units  Estimated Accuracy
 GB0771;SPC TN       -   201,550.      770,630.      MT  (+/- 180 meters Scaled)
 GB0771
 GB0771                          SUPERSEDED SURVEY CONTROL
 GB0771
 GB0771  NGVD 29 (??/??/92)  261.096  (m)          856.61   (f) ADJ UNCH    2 0
 GB0771
 GB0771.Superseded values are not recommended for survey control.
 GB0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0771.See file dsdata.txt to determine how the superseded data were derived.
 GB0771
 GB0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF605028(NAD 83)
 GB0771_MARKER: DD = SURVEY DISK
 GB0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0771_STAMPING: 61-2 1964
 GB0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0771+STABILITY: SURFACE MOTION
 GB0771
 GB0771  HISTORY     - Date     Condition        Report By
 GB0771  HISTORY     - 1964     MONUMENTED       TNHD
 GB0771
 GB0771                          STATION DESCRIPTION
 GB0771
 GB0771'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0771'2.9 MI N FROM CLINTON.
 GB0771'FROM THE COURT HOUSE IN CLINTON, GO NORTH ON U.S. HIGHWAY 25W
 GB0771'FOR 0.2 MILE TO THE JUNCTION OF STATE ROUTE 61 AND U.S. HIGHWAY
 GB0771'25W, TURN RIGHT ON STATE ROUTE 61 AND GO 2.7 MILES TO THE
 GB0771'MARK ON THE RIGHT.  THE MARK IS 17 FEET EAST OF THE APPROXIMATE
 GB0771'CENTER OF STATE ROUTE 61, 7 FEET WEST OF A WIRE FENCE, 2 FEET
 GB0771'NORTH OF A POWER POLE, AND 2.0 FEET NORTH OF A METAL WITNESS
 GB0771'POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0771'DISK, SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GB0771'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0776 ***********************************************************************
 FC0776  DESIGNATION -  61 2 15
 FC0776  PID         -  FC0776
 FC0776  STATE/COUNTY-  TN/MEIGS
 FC0776  USGS QUAD   -  TRANQUILLITY (1990)
 FC0776
 FC0776                         *CURRENT SURVEY CONTROL
 FC0776  ___________________________________________________________________
 FC0776* NAD 83(1986)-  35 36 29.     (N)    084 39 39.     (W)     SCALED    
 FC0776* NAVD 88     -       249.985  (meters)     820.16   (feet)  ADJUSTED  
 FC0776  ___________________________________________________________________
 FC0776  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0776  DYNAMIC HT  -         249.745 (meters)     819.37  (feet)  COMP
 FC0776  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 FC0776
 FC0776  VERT ORDER  -  FIRST     CLASS II
 FC0776
 FC0776.The horizontal coordinates were scaled from a topographic map and have
 FC0776.an estimated accuracy of +/- 6 seconds.
 FC0776
 FC0776.The orthometric height was determined by differential leveling
 FC0776.and adjusted by the National Geodetic Survey in June 1991..
 FC0776
 FC0776.The geoid height was determined by GEOID03.
 FC0776
 FC0776.The dynamic height is computed by dividing the NAVD 88
 FC0776.geopotential number by the normal gravity value computed on the
 FC0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0776.degrees latitude (g = 980.6199 gals.).
 FC0776
 FC0776.The modeled gravity was interpolated from observed gravity values.
 FC0776
 FC0776;                    North         East    Units  Estimated Accuracy
 FC0776;SPC TN       -   142,260.      721,330.      MT  (+/- 180 meters Scaled)
 FC0776
 FC0776                          SUPERSEDED SURVEY CONTROL
 FC0776
 FC0776  NGVD 29 (??/??/92)  250.066  (m)          820.42   (f) ADJ UNCH    1 2
 FC0776
 FC0776.Superseded values are not recommended for survey control.
 FC0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0776.See file dsdata.txt to determine how the superseded data were derived.
 FC0776
 FC0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE118429(NAD 83)
 FC0776_MARKER: DD = SURVEY DISK
 FC0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0776_STAMPING: 61 2 15
 FC0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0776+STABILITY: SURFACE MOTION
 FC0776
 FC0776  HISTORY     - Date     Condition        Report By
 FC0776  HISTORY     - UNK      MONUMENTED       TNGS
 FC0776  HISTORY     - 1950     GOOD             NGS
 FC0776
 FC0776                          STATION DESCRIPTION
 FC0776
 FC0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0776'6.4 MI E FROM PEAKLAND.
 FC0776'6.45 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0776'PEAKLAND, ABOUT 0.75 MILE NORTHEAST OF THE ROAD JUNCTION AT BOGGE
 FC0776'CROSSROAD, ABOUT 0.35 MILE WEST OF THE MC MINN-MEIGS COUNTY LINE,
 FC0776'ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD NORTH,
 FC0776'ABOUT 30 YARDS WEST OF THE TOP OF A GRADE, 16.8 FEET NORTHWEST OF
 FC0776'THE CENTER LINE OF THE HIGHWAY, 8.5 FEET SOUTHEAST OF A FENCE
 FC0776'LINE, 2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A LOW CUT, 1/2 FOOT
 FC0776'SOUTH OF A T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 FC0776'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0775 ***********************************************************************
 FC0775  DESIGNATION -  61 2 16
 FC0775  PID         -  FC0775
 FC0775  STATE/COUNTY-  TN/MEIGS
 FC0775  USGS QUAD   -  TRANQUILLITY (1990)
 FC0775
 FC0775                         *CURRENT SURVEY CONTROL
 FC0775  ___________________________________________________________________
 FC0775* NAD 83(1986)-  35 36 22.     (N)    084 39 53.     (W)     SCALED    
 FC0775* NAVD 88     -       239.114  (meters)     784.49   (feet)  ADJUSTED  
 FC0775  ___________________________________________________________________
 FC0775  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0775  DYNAMIC HT  -         238.885 (meters)     783.74  (feet)  COMP
 FC0775  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 FC0775
 FC0775  VERT ORDER  -  FIRST     CLASS II
 FC0775
 FC0775.The horizontal coordinates were scaled from a topographic map and have
 FC0775.an estimated accuracy of +/- 6 seconds.
 FC0775
 FC0775.The orthometric height was determined by differential leveling
 FC0775.and adjusted by the National Geodetic Survey in June 1991..
 FC0775
 FC0775.The geoid height was determined by GEOID03.
 FC0775
 FC0775.The dynamic height is computed by dividing the NAVD 88
 FC0775.geopotential number by the normal gravity value computed on the
 FC0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0775.degrees latitude (g = 980.6199 gals.).
 FC0775
 FC0775.The modeled gravity was interpolated from observed gravity values.
 FC0775
 FC0775;                    North         East    Units  Estimated Accuracy
 FC0775;SPC TN       -   142,040.      720,980.      MT  (+/- 180 meters Scaled)
 FC0775
 FC0775                          SUPERSEDED SURVEY CONTROL
 FC0775
 FC0775  NGVD 29 (??/??/92)  239.195  (m)          784.76   (f) ADJ UNCH    1 2
 FC0775
 FC0775.Superseded values are not recommended for survey control.
 FC0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0775.See file dsdata.txt to determine how the superseded data were derived.
 FC0775
 FC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE115427(NAD 83)
 FC0775_MARKER: DD = SURVEY DISK
 FC0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0775_STAMPING: 61 2 16
 FC0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0775+STABILITY: SURFACE MOTION
 FC0775
 FC0775  HISTORY     - Date     Condition        Report By
 FC0775  HISTORY     - UNK      MONUMENTED       TNGS
 FC0775  HISTORY     - 1950     GOOD             NGS
 FC0775
 FC0775                          STATION DESCRIPTION
 FC0775
 FC0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0775'6.2 MI E FROM PEAKLAND.
 FC0775'6.2 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0775'PEAKLAND, ABOUT 0.5 MILE NORTHEAST OF THE ROAD JUNCTION AT BOGGE
 FC0775'CROSSROAD, ABOUT 0.6 MILE SOUTHWEST OF THE MC MINN-MEIGS COUNTY
 FC0775'LINE, 17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 180
 FC0775'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVE NORTHWEST
 FC0775'TO A FARM, 129 FEET NORTHEAST OF THE NORTHWEST END OF AN 18-INCH
 FC0775'PIPE CULVERT UNDER HIGHWAY, 120 FEET WEST AND ACROSS THE HIGHWAY
 FC0775'FROM A POWER POLE AT A DIRECTIONAL CHANGE IN POWER LINE, 1 FOOT
 FC0775'SOUTHEAST OF A FENCE LINE, 1/2 FOOT SOUTH OF A T.V.A. STEEL WITNESS
 FC0775'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FC0775'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0771 ***********************************************************************
 FC0771  DESIGNATION -  61 2 19
 FC0771  PID         -  FC0771
 FC0771  STATE/COUNTY-  TN/MEIGS
 FC0771  USGS QUAD   -  TRANQUILLITY (1990)
 FC0771
 FC0771                         *CURRENT SURVEY CONTROL
 FC0771  ___________________________________________________________________
 FC0771* NAD 83(1986)-  35 37 01.     (N)    084 42 25.     (W)     SCALED    
 FC0771* NAVD 88     -       234.298  (meters)     768.69   (feet)  ADJUSTED  
 FC0771  ___________________________________________________________________
 FC0771  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0771  DYNAMIC HT  -         234.074 (meters)     767.96  (feet)  COMP
 FC0771  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 FC0771
 FC0771  VERT ORDER  -  FIRST     CLASS II
 FC0771
 FC0771.The horizontal coordinates were scaled from a topographic map and have
 FC0771.an estimated accuracy of +/- 6 seconds.
 FC0771
 FC0771.The orthometric height was determined by differential leveling
 FC0771.and adjusted by the National Geodetic Survey in June 1991..
 FC0771
 FC0771.The geoid height was determined by GEOID03.
 FC0771
 FC0771.The dynamic height is computed by dividing the NAVD 88
 FC0771.geopotential number by the normal gravity value computed on the
 FC0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0771.degrees latitude (g = 980.6199 gals.).
 FC0771
 FC0771.The modeled gravity was interpolated from observed gravity values.
 FC0771
 FC0771;                    North         East    Units  Estimated Accuracy
 FC0771;SPC TN       -   143,190.      717,140.      MT  (+/- 180 meters Scaled)
 FC0771
 FC0771                          SUPERSEDED SURVEY CONTROL
 FC0771
 FC0771  NGVD 29 (??/??/92)  234.380  (m)          768.96   (f) ADJ UNCH    1 2
 FC0771
 FC0771.Superseded values are not recommended for survey control.
 FC0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0771.See file dsdata.txt to determine how the superseded data were derived.
 FC0771
 FC0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE076438(NAD 83)
 FC0771_MARKER: DD = SURVEY DISK
 FC0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0771_STAMPING: 61 2 19
 FC0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0771+STABILITY: SURFACE MOTION
 FC0771
 FC0771  HISTORY     - Date     Condition        Report By
 FC0771  HISTORY     - UNK      MONUMENTED       TNGS
 FC0771  HISTORY     - 1950     GOOD             NGS
 FC0771
 FC0771                          STATION DESCRIPTION
 FC0771
 FC0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0771'2.8 MI E FROM PEAKLAND.
 FC0771'2.8 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0771'PEAKLAND, AT THE JUNCTION OF STATE HIGHWAY 58 LEADING NORTH-SOUTH
 FC0771'AND A TURN IN HIGHWAY 68 WITH TANGENTS WEST AND NORTH, 26.5 FEET
 FC0771'NORTH OF THE CENTER LINE OF HIGHWAY 68 WEST, 133 FEET WEST OF THE
 FC0771'CENTER LINE OF HIGHWAY 58, ON THE TOP OF A CUT BANK, 4 FEET NORTH
 FC0771'OF THE SOUTH EDGE OF THE CUT, 89 FEET SOUTHWEST OF THE SOUTHWEST
 FC0771'CORNER OF A HOUSE, 1.5 FEET NORTH OF A WIRE FENCE, 1/2 FOOT SOUTH
 FC0771'OF A T.V.A. STEEL WITNESS POST, ABOUT 7 FEET ABOVE HIGHWAY 68
 FC0771'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0731 ***********************************************************************
 GB0731  DESIGNATION -  61 3
 GB0731  PID         -  GB0731
 GB0731  STATE/COUNTY-  TN/ANDERSON
 GB0731  USGS QUAD   -  CLINTON (1990)
 GB0731
 GB0731                         *CURRENT SURVEY CONTROL
 GB0731  ___________________________________________________________________
 GB0731* NAD 83(1986)-  36 04 08.     (N)    084 11 05.     (W)     SCALED    
 GB0731* NAVD 88     -       244.557  (meters)     802.35   (feet)  ADJUSTED  
 GB0731  ___________________________________________________________________
 GB0731  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB0731  DYNAMIC HT  -         244.333 (meters)     801.62  (feet)  COMP
 GB0731  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 GB0731
 GB0731  VERT ORDER  -  SECOND    CLASS 0
 GB0731
 GB0731.The horizontal coordinates were scaled from a topographic map and have
 GB0731.an estimated accuracy of +/- 6 seconds.
 GB0731
 GB0731.The orthometric height was determined by differential leveling
 GB0731.and adjusted by the National Geodetic Survey in June 1991..
 GB0731
 GB0731.The geoid height was determined by GEOID03.
 GB0731
 GB0731.The dynamic height is computed by dividing the NAVD 88
 GB0731.geopotential number by the normal gravity value computed on the
 GB0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0731.degrees latitude (g = 980.6199 gals.).
 GB0731
 GB0731.The modeled gravity was interpolated from observed gravity values.
 GB0731
 GB0731;                    North         East    Units  Estimated Accuracy
 GB0731;SPC TN       -   194,080.      763,510.      MT  (+/- 180 meters Scaled)
 GB0731
 GB0731                          SUPERSEDED SURVEY CONTROL
 GB0731
 GB0731  NGVD 29 (??/??/92)  244.686  (m)          802.77   (f) ADJ UNCH    2 0
 GB0731
 GB0731.Superseded values are not recommended for survey control.
 GB0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0731.See file dsdata.txt to determine how the superseded data were derived.
 GB0731
 GB0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE535952(NAD 83)
 GB0731_MARKER: DD = SURVEY DISK
 GB0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0731_SP_SET: CONCRETE SQUARE
 GB0731_STAMPING: 61-3 1965
 GB0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0731
 GB0731  HISTORY     - Date     Condition        Report By
 GB0731  HISTORY     - 1965     MONUMENTED       TNHD
 GB0731
 GB0731                          STATION DESCRIPTION
 GB0731
 GB0731'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0731'4.1 MI W FROM CLINTON.
 GB0731'FROM THE COURT HOUSE IN CLINTON, GO 4.1 MILES WESTERLY ON STATE
 GB0731'ROUTE 61 TO THE MARK ON THE LEFT AT A ROADSIDE PARK, 112 FEET
 GB0731'SOUTH OF STATE ROUTE 61, 29 FEET SOUTH OF A SMALL GRAVELED ROAD IN
 GB0731'THE PARK AND APPROXIMATELY 55 FEET NORTH OF CLINCH RIVER.  THE MARK
 GB0731'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A DRILLED
 GB0731'HOLE IN THE NORTHEAST CORNER OF A 6 FOOT CONCRETE, SQUARE,
 GB0731'APPROXIMATELY 5 FEET BELOW THE SURFACE OF STATE ROUTE 61.  THE
 GB0731'DISK IS STAMPED 61-3 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0770 ***********************************************************************
 GB0770  DESIGNATION -  61 3
 GB0770  PID         -  GB0770
 GB0770  STATE/COUNTY-  TN/ANDERSON
 GB0770  USGS QUAD   -  NORRIS (1990)
 GB0770
 GB0770                         *CURRENT SURVEY CONTROL
 GB0770  ___________________________________________________________________
 GB0770* NAD 83(1986)-  36 08 51.     (N)    084 05 52.     (W)     SCALED    
 GB0770* NAVD 88     -       260.454  (meters)     854.51   (feet)  ADJUSTED  
 GB0770  ___________________________________________________________________
 GB0770  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB0770  DYNAMIC HT  -         260.218 (meters)     853.73  (feet)  COMP
 GB0770  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 GB0770
 GB0770  VERT ORDER  -  SECOND    CLASS 0
 GB0770
 GB0770.The horizontal coordinates were scaled from a topographic map and have
 GB0770.an estimated accuracy of +/- 6 seconds.
 GB0770
 GB0770.The orthometric height was determined by differential leveling
 GB0770.and adjusted by the National Geodetic Survey in June 1991..
 GB0770
 GB0770.The geoid height was determined by GEOID03.
 GB0770
 GB0770.The dynamic height is computed by dividing the NAVD 88
 GB0770.geopotential number by the normal gravity value computed on the
 GB0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0770.degrees latitude (g = 980.6199 gals.).
 GB0770
 GB0770.The modeled gravity was interpolated from observed gravity values.
 GB0770
 GB0770;                    North         East    Units  Estimated Accuracy
 GB0770;SPC TN       -   202,950.      771,170.      MT  (+/- 180 meters Scaled)
 GB0770
 GB0770                          SUPERSEDED SURVEY CONTROL
 GB0770
 GB0770  NGVD 29 (??/??/92)  260.590  (m)          854.95   (f) ADJ UNCH    2 0
 GB0770
 GB0770.Superseded values are not recommended for survey control.
 GB0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0770.See file dsdata.txt to determine how the superseded data were derived.
 GB0770
 GB0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF611042(NAD 83)
 GB0770_MARKER: DD = SURVEY DISK
 GB0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0770_SP_SET: CULVERT
 GB0770_STAMPING: 61-3 1964
 GB0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0770
 GB0770  HISTORY     - Date     Condition        Report By
 GB0770  HISTORY     - 1964     MONUMENTED       TNHD
 GB0770
 GB0770                          STATION DESCRIPTION
 GB0770
 GB0770'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0770'3.9 MI N FROM CLINTON.
 GB0770'FROM THE COURT HOUSE IN CLINTON, GO NORTH ON U.S. HIGHWAY
 GB0770'25W FOR 0.2 MILE TO THE JUNCTION OF STATE ROUTE 61 AND U.S.
 GB0770'HIGHWAY 25W, TURN RIGHT AND GO NORTHEASTERLY ON STATE ROUTE
 GB0770'61 FOR 3.7 MILES TO THE MARK ON THE LEFT.  THE MARK IS 14 FEET
 GB0770'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 61.  THE MARK
 GB0770'IS CEMENTED FLUSH IN A DRILLED HOLE IN THE SOUTH HEADWALL OF
 GB0770'AN 8 FOOT LONG CONCRETE BOX CULVERT OVER A SMALL STREAM.  THE
 GB0770'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0764 ***********************************************************************
 GB0764  DESIGNATION -  61 4
 GB0764  PID         -  GB0764
 GB0764  STATE/COUNTY-  TN/ANDERSON
 GB0764  USGS QUAD   -  NORRIS (1990)
 GB0764
 GB0764                         *CURRENT SURVEY CONTROL
 GB0764  ___________________________________________________________________
 GB0764* NAD 83(1986)-  36 10 30.     (N)    084 04 18.     (W)     SCALED    
 GB0764* NAVD 88     -       275.680  (meters)     904.46   (feet)  ADJUSTED  
 GB0764  ___________________________________________________________________
 GB0764  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB0764  DYNAMIC HT  -         275.431 (meters)     903.64  (feet)  COMP
 GB0764  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 GB0764
 GB0764  VERT ORDER  -  SECOND    CLASS 0
 GB0764
 GB0764.The horizontal coordinates were scaled from a topographic map and have
 GB0764.an estimated accuracy of +/- 6 seconds.
 GB0764
 GB0764.The orthometric height was determined by differential leveling
 GB0764.and adjusted by the National Geodetic Survey in June 1991..
 GB0764
 GB0764.The geoid height was determined by GEOID03.
 GB0764
 GB0764.The dynamic height is computed by dividing the NAVD 88
 GB0764.geopotential number by the normal gravity value computed on the
 GB0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0764.degrees latitude (g = 980.6199 gals.).
 GB0764
 GB0764.The modeled gravity was interpolated from observed gravity values.
 GB0764
 GB0764;                    North         East    Units  Estimated Accuracy
 GB0764;SPC TN       -   206,040.      773,460.      MT  (+/- 180 meters Scaled)
 GB0764
 GB0764                          SUPERSEDED SURVEY CONTROL
 GB0764
 GB0764  NGVD 29 (??/??/92)  275.814  (m)          904.90   (f) ADJ UNCH    2 0
 GB0764
 GB0764.Superseded values are not recommended for survey control.
 GB0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0764.See file dsdata.txt to determine how the superseded data were derived.
 GB0764
 GB0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF633073(NAD 83)
 GB0764_MARKER: DD = SURVEY DISK
 GB0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0764_STAMPING: 61-4 1964
 GB0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0764+STABILITY: SURFACE MOTION
 GB0764
 GB0764  HISTORY     - Date     Condition        Report By
 GB0764  HISTORY     - 1964     MONUMENTED       TNHD
 GB0764
 GB0764                          STATION DESCRIPTION
 GB0764
 GB0764'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0764'4.7 MI N FROM CLINTON.
 GB0764'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61 AT
 GB0764'NORRIS, GO 1.0 MILE SOUTH ON STATE ROUTE 61 TO THE MARK ON THE
 GB0764'LEFT.  THE MARK IS 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB0764'OF STATE ROUTE 61, 1.5 FEET NORTHEAST OF TELEPHONE POLE NO. 10
 GB0764'AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GB0764'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, SET IN THE
 GB0764'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0764'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0732 ***********************************************************************
 GB0732  DESIGNATION -  61 4
 GB0732  PID         -  GB0732
 GB0732  STATE/COUNTY-  TN/ANDERSON
 GB0732  USGS QUAD   -  CLINTON (1990)
 GB0732
 GB0732                         *CURRENT SURVEY CONTROL
 GB0732  ___________________________________________________________________
 GB0732* NAD 83(1986)-  36 03 40.     (N)    084 12 00.     (W)     SCALED    
 GB0732* NAVD 88     -       245.068  (meters)     804.03   (feet)  ADJUSTED  
 GB0732  ___________________________________________________________________
 GB0732  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB0732  DYNAMIC HT  -         244.843 (meters)     803.29  (feet)  COMP
 GB0732  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 GB0732
 GB0732  VERT ORDER  -  SECOND    CLASS 0
 GB0732
 GB0732.The horizontal coordinates were scaled from a topographic map and have
 GB0732.an estimated accuracy of +/- 6 seconds.
 GB0732
 GB0732.The orthometric height was determined by differential leveling
 GB0732.and adjusted by the National Geodetic Survey in June 1991..
 GB0732
 GB0732.The geoid height was determined by GEOID03.
 GB0732
 GB0732.The dynamic height is computed by dividing the NAVD 88
 GB0732.geopotential number by the normal gravity value computed on the
 GB0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0732.degrees latitude (g = 980.6199 gals.).
 GB0732
 GB0732.The modeled gravity was interpolated from observed gravity values.
 GB0732
 GB0732;                    North         East    Units  Estimated Accuracy
 GB0732;SPC TN       -   193,190.      762,150.      MT  (+/- 180 meters Scaled)
 GB0732
 GB0732                          SUPERSEDED SURVEY CONTROL
 GB0732
 GB0732  NGVD 29 (??/??/92)  245.198  (m)          804.45   (f) ADJ UNCH    2 0
 GB0732
 GB0732.Superseded values are not recommended for survey control.
 GB0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0732.See file dsdata.txt to determine how the superseded data were derived.
 GB0732
 GB0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE521943(NAD 83)
 GB0732_MARKER: DD = SURVEY DISK
 GB0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0732_SP_SET: CULVERT
 GB0732_STAMPING: 61-4 1965
 GB0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0732
 GB0732  HISTORY     - Date     Condition        Report By
 GB0732  HISTORY     - 1965     MONUMENTED       TNHD
 GB0732
 GB0732                          STATION DESCRIPTION
 GB0732
 GB0732'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0732'5.3 MI W FROM CLINTON.
 GB0732'FROM THE COURT HOUSE IN CLINTON, GO 5.3 MILES WESTERLY TO THE
 GB0732'INTERSECTION OF STATE ROUTE 95 AND STATE ROUTE 61.  THE MARK
 GB0732'IS AT THE INTERSECTION, SET IN THE TOP OF THE NORTHEAST END
 GB0732'OF A 12 FOOT CONCRETE CULVERT RUNNING UNDER STATE ROUTE 61
 GB0732'APPROXIMATELY 8 FEET BELOW THE SURFACE OF STATE ROUTE 61.  THE
 GB0732'DISK IS STAMPED 61-4 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0734 ***********************************************************************
 GB0734  DESIGNATION -  61 5
 GB0734  PID         -  GB0734
 GB0734  STATE/COUNTY-  TN/ANDERSON
 GB0734  USGS QUAD   -  CLINTON (1990)
 GB0734
 GB0734                         *CURRENT SURVEY CONTROL
 GB0734  ___________________________________________________________________
 GB0734* NAD 83(1986)-  36 03 38.     (N)    084 13 59.     (W)     SCALED    
 GB0734* NAVD 88     -       251.137  (meters)     823.94   (feet)  ADJUSTED  
 GB0734  ___________________________________________________________________
 GB0734  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB0734  DYNAMIC HT  -         250.907 (meters)     823.18  (feet)  COMP
 GB0734  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 GB0734
 GB0734  VERT ORDER  -  SECOND    CLASS 0
 GB0734
 GB0734.The horizontal coordinates were scaled from a topographic map and have
 GB0734.an estimated accuracy of +/- 6 seconds.
 GB0734
 GB0734.The orthometric height was determined by differential leveling
 GB0734.and adjusted by the National Geodetic Survey in June 1991..
 GB0734
 GB0734.The geoid height was determined by GEOID03.
 GB0734
 GB0734.The dynamic height is computed by dividing the NAVD 88
 GB0734.geopotential number by the normal gravity value computed on the
 GB0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0734.degrees latitude (g = 980.6199 gals.).
 GB0734
 GB0734.The modeled gravity was interpolated from observed gravity values.
 GB0734
 GB0734;                    North         East    Units  Estimated Accuracy
 GB0734;SPC TN       -   193,070.      759,180.      MT  (+/- 180 meters Scaled)
 GB0734
 GB0734                          SUPERSEDED SURVEY CONTROL
 GB0734
 GB0734  NGVD 29 (??/??/92)  251.271  (m)          824.38   (f) ADJ UNCH    2 0
 GB0734
 GB0734.Superseded values are not recommended for survey control.
 GB0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0734.See file dsdata.txt to determine how the superseded data were derived.
 GB0734
 GB0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE492942(NAD 83)
 GB0734_MARKER: DD = SURVEY DISK
 GB0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0734_SP_SET: CULVERT
 GB0734_STAMPING: 61-5 1965
 GB0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0734
 GB0734  HISTORY     - Date     Condition        Report By
 GB0734  HISTORY     - 1965     MONUMENTED       TNHD
 GB0734
 GB0734                          STATION DESCRIPTION
 GB0734
 GB0734'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0734'8.5 MI E FROM OLIVER SPRINGS.
 GB0734'FROM THE POST OFFICE IN OLIVER SPRINGS, GO 8.5 MILES EASTERLY ON
 GB0734'STATE ROUTE 61 TO THE MARK ON THE LEFT, 20 FEET NORTHWEST OF
 GB0734'THE APPROXIMATE CENTER OF STATE ROUTE 61 AND 16 FEET NORTHEAST
 GB0734'OF A SMALL GRAVELED ROAD LEADING NORTHERLY.  THE MARK IS A
 GB0734'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF THE
 GB0734'NORTHEAST END OF A 1 FOOT CONCRETE PIPE CULVERT.  THE DISK IS
 GB0734'STAMPED 61-5 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0739 ***********************************************************************
 GB0739  DESIGNATION -  61 6
 GB0739  PID         -  GB0739
 GB0739  STATE/COUNTY-  TN/ANDERSON
 GB0739  USGS QUAD   -  WINDROCK (1975)
 GB0739
 GB0739                         *CURRENT SURVEY CONTROL
 GB0739  ___________________________________________________________________
 GB0739* NAD 83(1986)-  36 02 00.     (N)    084 16 05.     (W)     SCALED    
 GB0739* NAVD 88     -       243.147  (meters)     797.72   (feet)  ADJUSTED  
 GB0739  ___________________________________________________________________
 GB0739  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB0739  DYNAMIC HT  -         242.924 (meters)     796.99  (feet)  COMP
 GB0739  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 GB0739
 GB0739  VERT ORDER  -  SECOND    CLASS 0
 GB0739
 GB0739.The horizontal coordinates were scaled from a topographic map and have
 GB0739.an estimated accuracy of +/- 6 seconds.
 GB0739
 GB0739.The orthometric height was determined by differential leveling
 GB0739.and adjusted by the National Geodetic Survey in June 1991..
 GB0739
 GB0739.The geoid height was determined by GEOID03.
 GB0739
 GB0739.The dynamic height is computed by dividing the NAVD 88
 GB0739.geopotential number by the normal gravity value computed on the
 GB0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0739.degrees latitude (g = 980.6199 gals.).
 GB0739
 GB0739.The modeled gravity was interpolated from observed gravity values.
 GB0739
 GB0739;                    North         East    Units  Estimated Accuracy
 GB0739;SPC TN       -   190,000.      756,080.      MT  (+/- 180 meters Scaled)
 GB0739
 GB0739                          SUPERSEDED SURVEY CONTROL
 GB0739
 GB0739  NGVD 29 (??/??/92)  243.281  (m)          798.16   (f) ADJ UNCH    2 0
 GB0739
 GB0739.Superseded values are not recommended for survey control.
 GB0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0739.See file dsdata.txt to determine how the superseded data were derived.
 GB0739
 GB0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE461910(NAD 83)
 GB0739_MARKER: DD = SURVEY DISK
 GB0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0739_SP_SET: CULVERT
 GB0739_STAMPING: 61-6 1965
 GB0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0739
 GB0739  HISTORY     - Date     Condition        Report By
 GB0739  HISTORY     - 1965     MONUMENTED       TNHD
 GB0739
 GB0739                          STATION DESCRIPTION
 GB0739
 GB0739'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0739'5.8 MI E FROM OLIVER SPRINGS.
 GB0739'FROM THE POST OFFICE IN OLIVER SPRINGS, GO 5.8 MILES EASTERLY ON STATE
 GB0739'ROUTE 61 TO THE MARK ON THE LEFT, 25 FEET NORTHWEST OF THE
 GB0739'APPROXIMATE CENTER OF STATE ROUTE 61 AND 16 FEET SOUTHWEST OF THE
 GB0739'APPROXIMATE CENTER OF A GRAVELED ROAD LEADING NORTHWEST.  THE
 GB0739'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0739'TOP OF THE SOUTHWEST END OF A 1 FOOT CONCRETE PIPE CULVERT.  THE
 GB0739'DISK IS STAMPED 61-6 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0744 ***********************************************************************
 GB0744  DESIGNATION -  61 7
 GB0744  PID         -  GB0744
 GB0744  STATE/COUNTY-  TN/ANDERSON
 GB0744  USGS QUAD   -  WINDROCK (1975)
 GB0744
 GB0744                         *CURRENT SURVEY CONTROL
 GB0744  ___________________________________________________________________
 GB0744* NAD 83(1986)-  36 01 12.     (N)    084 18 31.     (W)     SCALED    
 GB0744* NAVD 88     -       235.685  (meters)     773.24   (feet)  ADJUSTED  
 GB0744  ___________________________________________________________________
 GB0744  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GB0744  DYNAMIC HT  -         235.471 (meters)     772.54  (feet)  COMP
 GB0744  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 GB0744
 GB0744  VERT ORDER  -  SECOND    CLASS 0
 GB0744
 GB0744.The horizontal coordinates were scaled from a topographic map and have
 GB0744.an estimated accuracy of +/- 6 seconds.
 GB0744
 GB0744.The orthometric height was determined by differential leveling
 GB0744.and adjusted by the National Geodetic Survey in June 1991..
 GB0744
 GB0744.The geoid height was determined by GEOID03.
 GB0744
 GB0744.The dynamic height is computed by dividing the NAVD 88
 GB0744.geopotential number by the normal gravity value computed on the
 GB0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0744.degrees latitude (g = 980.6199 gals.).
 GB0744
 GB0744.The modeled gravity was interpolated from observed gravity values.
 GB0744
 GB0744;                    North         East    Units  Estimated Accuracy
 GB0744;SPC TN       -   188,450.      752,450.      MT  (+/- 180 meters Scaled)
 GB0744
 GB0744                          SUPERSEDED SURVEY CONTROL
 GB0744
 GB0744  NGVD 29 (??/??/92)  235.819  (m)          773.68   (f) ADJ UNCH    2 0
 GB0744
 GB0744.Superseded values are not recommended for survey control.
 GB0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0744.See file dsdata.txt to determine how the superseded data were derived.
 GB0744
 GB0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE425895(NAD 83)
 GB0744_MARKER: DD = SURVEY DISK
 GB0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0744_SP_SET: CULVERT
 GB0744_STAMPING: 61-7 1965
 GB0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0744
 GB0744  HISTORY     - Date     Condition        Report By
 GB0744  HISTORY     - 1965     MONUMENTED       TNHD
 GB0744
 GB0744                          STATION DESCRIPTION
 GB0744
 GB0744'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0744'2.7 MI E FROM OLIVER SPRINGS.
 GB0744'FROM THE POST OFFICE IN OLIVER SPRINGS, GO 2.7 MILES EASTERLY
 GB0744'ON STATE ROUTE 61 TO THE MARK ON THE LEFT, 64 FEET NORTHEAST
 GB0744'OF THE APPROXIMATE CENTER OF THE MEDIAN STRIP OF STATE ROUTE 61.
 GB0744'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0744'IN THE TOP OF THE EAST END OF A 1 FOOT CONCRETE PIPE CULVERT,
 GB0744'APPROXIMATELY 2 FEET BELOW THE SURFACE OF STATE ROUTE 61.  THE
 GB0744'DISK IS STAMPED 61-7 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0745 ***********************************************************************
 GB0745  DESIGNATION -  61 8
 GB0745  PID         -  GB0745
 GB0745  STATE/COUNTY-  TN/ANDERSON
 GB0745  USGS QUAD   -  WINDROCK (1975)
 GB0745
 GB0745                         *CURRENT SURVEY CONTROL
 GB0745  ___________________________________________________________________
 GB0745* NAD 83(1986)-  36 01 44.     (N)    084 19 08.     (W)     SCALED    
 GB0745* NAVD 88     -       241.007  (meters)     790.70   (feet)  ADJUSTED  
 GB0745  ___________________________________________________________________
 GB0745  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB0745  DYNAMIC HT  -         240.788 (meters)     789.99  (feet)  COMP
 GB0745  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0745
 GB0745  VERT ORDER  -  SECOND    CLASS 0
 GB0745
 GB0745.The horizontal coordinates were scaled from a topographic map and have
 GB0745.an estimated accuracy of +/- 6 seconds.
 GB0745
 GB0745.The orthometric height was determined by differential leveling
 GB0745.and adjusted by the National Geodetic Survey in June 1991..
 GB0745
 GB0745.The geoid height was determined by GEOID03.
 GB0745
 GB0745.The dynamic height is computed by dividing the NAVD 88
 GB0745.geopotential number by the normal gravity value computed on the
 GB0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0745.degrees latitude (g = 980.6199 gals.).
 GB0745
 GB0745.The modeled gravity was interpolated from observed gravity values.
 GB0745
 GB0745;                    North         East    Units  Estimated Accuracy
 GB0745;SPC TN       -   189,420.      751,510.      MT  (+/- 180 meters Scaled)
 GB0745
 GB0745                          SUPERSEDED SURVEY CONTROL
 GB0745
 GB0745  NGVD 29 (??/??/92)  241.139  (m)          791.14   (f) ADJ UNCH    2 0
 GB0745
 GB0745.Superseded values are not recommended for survey control.
 GB0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0745.See file dsdata.txt to determine how the superseded data were derived.
 GB0745
 GB0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE415904(NAD 83)
 GB0745_MARKER: DD = SURVEY DISK
 GB0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0745_SP_SET: HEADWALL
 GB0745_STAMPING: 61-8 1965
 GB0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0745
 GB0745  HISTORY     - Date     Condition        Report By
 GB0745  HISTORY     - 1965     MONUMENTED       TNHD
 GB0745
 GB0745                          STATION DESCRIPTION
 GB0745
 GB0745'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0745'1.8 MI E FROM OLIVER SPRINGS.
 GB0745'FROM THE POST OFFICE IN OLIVER SPRINGS GO 1.8 MILE EASTERLY ON
 GB0745'STATE ROUTE 61 TO A SMALL BRIDGE AND THE MARK ON THE LEFT, 11
 GB0745'FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 61 AND 76
 GB0745'FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING NORTH.
 GB0745'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB0745'DRILLED HOLE IN THE NORTH HEADWALL 5 FEET FROM THE WEST END.  THE
 GB0745'DISK IS STAMPED 61-8 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0746 ***********************************************************************
 GB0746  DESIGNATION -  61 9
 GB0746  PID         -  GB0746
 GB0746  STATE/COUNTY-  TN/ANDERSON
 GB0746  USGS QUAD   -  WINDROCK (1975)
 GB0746
 GB0746                         *CURRENT SURVEY CONTROL
 GB0746  ___________________________________________________________________
 GB0746* NAD 83(1986)-  36 02 12.     (N)    084 19 56.     (W)     SCALED    
 GB0746* NAVD 88     -       256.583  (meters)     841.81   (feet)  ADJUSTED  
 GB0746  ___________________________________________________________________
 GB0746  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0746  DYNAMIC HT  -         256.350 (meters)     841.04  (feet)  COMP
 GB0746  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GB0746
 GB0746  VERT ORDER  -  SECOND    CLASS 0
 GB0746
 GB0746.The horizontal coordinates were scaled from a topographic map and have
 GB0746.an estimated accuracy of +/- 6 seconds.
 GB0746
 GB0746.The orthometric height was determined by differential leveling
 GB0746.and adjusted by the National Geodetic Survey in June 1991..
 GB0746
 GB0746.The geoid height was determined by GEOID03.
 GB0746
 GB0746.The dynamic height is computed by dividing the NAVD 88
 GB0746.geopotential number by the normal gravity value computed on the
 GB0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0746.degrees latitude (g = 980.6199 gals.).
 GB0746
 GB0746.The modeled gravity was interpolated from observed gravity values.
 GB0746
 GB0746;                    North         East    Units  Estimated Accuracy
 GB0746;SPC TN       -   190,260.      750,290.      MT  (+/- 180 meters Scaled)
 GB0746
 GB0746                          SUPERSEDED SURVEY CONTROL
 GB0746
 GB0746  NGVD 29 (??/??/92)  256.713  (m)          842.23   (f) ADJ UNCH    2 0
 GB0746
 GB0746.Superseded values are not recommended for survey control.
 GB0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0746.See file dsdata.txt to determine how the superseded data were derived.
 GB0746
 GB0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE403913(NAD 83)
 GB0746_MARKER: DD = SURVEY DISK
 GB0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0746_SP_SET: CULVERT
 GB0746_STAMPING: 61-9 1965
 GB0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0746
 GB0746  HISTORY     - Date     Condition        Report By
 GB0746  HISTORY     - 1965     MONUMENTED       TNHD
 GB0746
 GB0746                          STATION DESCRIPTION
 GB0746
 GB0746'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0746'0.8 MI E FROM OLIVER SPRINGS.
 GB0746'FROM THE POST OFFICE IN OLIVER SPRINGS, GO 0.8 MILE EASTERLY ON
 GB0746'STATE ROUTE 61 TO THE MARK ON THE LEFT, 65 FEET NORTHEAST OF THE
 GB0746'APPROXIMATE CENTER OF THE MEDIAN STRIP OF STATE ROUTE 61, SET
 GB0746'IN THE TOP OF A 5 FOOT PIPE CONCRETE CULVERT, WITH A 31 FOOT
 GB0746'HEAD WALL, 17 FEET FROM THE NORTHWEST END.  IT IS A STANDARD
 GB0746'TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED 61-9 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0232 ***********************************************************************
 GC0232  DESIGNATION -  61 J
 GC0232  PID         -  GC0232
 GC0232  STATE/COUNTY-  TN/DE KALB
 GC0232  USGS QUAD   -  ALEXANDRIA (1983)
 GC0232
 GC0232                         *CURRENT SURVEY CONTROL
 GC0232  ___________________________________________________________________
 GC0232* NAD 83(1986)-  36 02 00.     (N)    086 00 39.     (W)     SCALED    
 GC0232* NAVD 88     -       231.327  (meters)     758.95   (feet)  ADJUSTED  
 GC0232  ___________________________________________________________________
 GC0232  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0232  DYNAMIC HT  -         231.125 (meters)     758.28  (feet)  COMP
 GC0232  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 GC0232
 GC0232  VERT ORDER  -  SECOND    CLASS 0
 GC0232
 GC0232.The horizontal coordinates were scaled from a topographic map and have
 GC0232.an estimated accuracy of +/- 6 seconds.
 GC0232
 GC0232.The orthometric height was determined by differential leveling
 GC0232.and adjusted by the National Geodetic Survey in June 1991..
 GC0232
 GC0232.The geoid height was determined by GEOID03.
 GC0232
 GC0232.The dynamic height is computed by dividing the NAVD 88
 GC0232.geopotential number by the normal gravity value computed on the
 GC0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0232.degrees latitude (g = 980.6199 gals.).
 GC0232
 GC0232.The modeled gravity was interpolated from observed gravity values.
 GC0232
 GC0232;                    North         East    Units  Estimated Accuracy
 GC0232;SPC TN       -   188,610.      599,020.      MT  (+/- 180 meters Scaled)
 GC0232
 GC0232                          SUPERSEDED SURVEY CONTROL
 GC0232
 GC0232  NGVD 29 (??/??/92)  231.374  (m)          759.10   (f) ADJ UNCH    2 0
 GC0232
 GC0232.Superseded values are not recommended for survey control.
 GC0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0232.See file dsdata.txt to determine how the superseded data were derived.
 GC0232
 GC0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE891880(NAD 83)
 GC0232_MARKER: DD = SURVEY DISK
 GC0232_SETTING: 80 = SET IN A BOULDER
 GC0232_SP_SET: BOULDER
 GC0232_STAMPING: 61 J
 GC0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0232+STABILITY: SURFACE MOTION
 GC0232
 GC0232  HISTORY     - Date     Condition        Report By
 GC0232  HISTORY     - UNK      MONUMENTED       USGS
 GC0232  HISTORY     - 1954     MARK NOT FOUND   NGS
 GC0232
 GC0232                          STATION DESCRIPTION
 GC0232
 GC0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC0232'3.8 MI NW FROM LIBERTY.
 GC0232'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 GC0232'AT LIBERTY, DE KALB COUNTY, 3.5 MILES EAST OF THE POST OFFICE AT
 GC0232'ALEXANDRIA, 59 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GC0232'HOME OF W.M HERMAN IN 1935, 47 FEET NORTHEAST OF THE NORTHEAST
 GC0232'CORNER OF A LARGE BARN WITH A TIN ROOF, 20 FEET EAST OF THE
 GC0232'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER, AND
 GC0232'ABOUT 2 FEET ABOVE THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 GC0232'SURVEY STANDARD DISK, STAMPED 61 J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0365 ***********************************************************************
 GC0365  DESIGNATION -  61 T
 GC0365  PID         -  GC0365
 GC0365  STATE/COUNTY-  TN/WILSON
 GC0365  USGS QUAD   -  HERMITAGE (1983)
 GC0365
 GC0365                         *CURRENT SURVEY CONTROL
 GC0365  ___________________________________________________________________
 GC0365* NAD 83(1986)-  36 12 15.     (N)    086 33 14.     (W)     SCALED    
 GC0365* NAVD 88     -       155.220  (meters)     509.25   (feet)  ADJUSTED  
 GC0365  ___________________________________________________________________
 GC0365  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0365  DYNAMIC HT  -         155.089 (meters)     508.82  (feet)  COMP
 GC0365  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GC0365
 GC0365  VERT ORDER  -  SECOND    CLASS 0
 GC0365
 GC0365.The horizontal coordinates were scaled from a topographic map and have
 GC0365.an estimated accuracy of +/- 6 seconds.
 GC0365
 GC0365.The orthometric height was determined by differential leveling
 GC0365.and adjusted by the National Geodetic Survey in June 1991..
 GC0365
 GC0365.The geoid height was determined by GEOID03.
 GC0365
 GC0365.The dynamic height is computed by dividing the NAVD 88
 GC0365.geopotential number by the normal gravity value computed on the
 GC0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0365.degrees latitude (g = 980.6199 gals.).
 GC0365
 GC0365.The modeled gravity was interpolated from observed gravity values.
 GC0365
 GC0365;                    North         East    Units  Estimated Accuracy
 GC0365;SPC TN       -   207,710.      550,190.      MT  (+/- 180 meters Scaled)
 GC0365
 GC0365                          SUPERSEDED SURVEY CONTROL
 GC0365
 GC0365  NGVD 29 (??/??/92)  155.270  (m)          509.42   (f) ADJ UNCH    2 0
 GC0365
 GC0365.Superseded values are not recommended for survey control.
 GC0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0365.See file dsdata.txt to determine how the superseded data were derived.
 GC0365
 GC0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF401066(NAD 83)
 GC0365_MARKER: DB = BENCH MARK DISK
 GC0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0365_STAMPING: 61 T
 GC0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0365+STABILITY: SURFACE MOTION
 GC0365
 GC0365  HISTORY     - Date     Condition        Report By
 GC0365  HISTORY     - UNK      MONUMENTED       USGS
 GC0365  HISTORY     - 1935     GOOD             NGS
 GC0365
 GC0365                          STATION DESCRIPTION
 GC0365
 GC0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0365'2.1 MI W FROM MOUNT JULIET.
 GC0365'2.1 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE STATION
 GC0365'AT MOUNT JULIET, WILSON COUNTY, 60 YARDS SOUTH OF THE TRACK, 24
 GC0365'FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 17 FEET SOUTH OF THE
 GC0365'SOUTH RAIL OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0365'AND 1 FOOT LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 GC0365'STANDARD DISK, STAMPED 61 T AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0605 ***********************************************************************
 GB0605  DESIGNATION -  615
 GB0605  PID         -  GB0605
 GB0605  STATE/COUNTY-  TN/CAMPBELL
 GB0605  USGS QUAD   -  JACKSBORO (1991)
 GB0605
 GB0605                         *CURRENT SURVEY CONTROL
 GB0605  ___________________________________________________________________
 GB0605* NAD 83(1986)-  36 22 22.     (N)    084 07 54.     (W)     SCALED    
 GB0605* NAVD 88     -       354.203  (meters)    1162.08   (feet)  ADJUSTED  
 GB0605  ___________________________________________________________________
 GB0605  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB0605  DYNAMIC HT  -         353.887 (meters)    1161.04  (feet)  COMP
 GB0605  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 GB0605
 GB0605  VERT ORDER  -  SECOND    CLASS 0
 GB0605
 GB0605.The horizontal coordinates were scaled from a topographic map and have
 GB0605.an estimated accuracy of +/- 6 seconds.
 GB0605
 GB0605.The orthometric height was determined by differential leveling
 GB0605.and adjusted by the National Geodetic Survey in June 1991..
 GB0605.WARNING-Repeat measurements at this control monument indicate possible
 GB0605.vertical movement.
 GB0605
 GB0605.The geoid height was determined by GEOID03.
 GB0605
 GB0605.The dynamic height is computed by dividing the NAVD 88
 GB0605.geopotential number by the normal gravity value computed on the
 GB0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0605.degrees latitude (g = 980.6199 gals.).
 GB0605
 GB0605.The modeled gravity was interpolated from observed gravity values.
 GB0605
 GB0605;                    North         East    Units  Estimated Accuracy
 GB0605;SPC TN       -   227,880.      767,650.      MT  (+/- 180 meters Scaled)
 GB0605
 GB0605                          SUPERSEDED SURVEY CONTROL
 GB0605
 GB0605  NGVD 29 (??/??/92)  354.303  (m)         1162.41   (f) ADJ UNCH    2 0
 GB0605
 GB0605.Superseded values are not recommended for survey control.
 GB0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0605.See file dsdata.txt to determine how the superseded data were derived.
 GB0605
 GB0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF573291(NAD 83)
 GB0605_MARKER: DD = SURVEY DISK
 GB0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0605_STAMPING: 615
 GB0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0605+STABILITY: SURFACE MOTION
 GB0605
 GB0605  HISTORY     - Date     Condition        Report By
 GB0605  HISTORY     - UNK      MONUMENTED       TNGS
 GB0605  HISTORY     - 1949     GOOD             NGS
 GB0605  HISTORY     - 1973     GOOD             TVA
 GB0605
 GB0605                          STATION DESCRIPTION
 GB0605
 GB0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0605'AT LA FOLLETTE.
 GB0605'AT LA FOLLETTE, CAMPBELL COUNTY, ON STATE HIGHWAY 63, 0.8 MILE
 GB0605'SOUTHWEST OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 0.9
 GB0605'MILE SOUTHWEST OF THE CROSSING OF TENNESSEE STREET AND CENTRAL
 GB0605'AVENUE, AT THE MIDDLE OF CENTRAL AVENUE, OPPOSITE THE MILLARD
 GB0605'MYER RESIDENCE (THE LAST HOUSE AT THE NORTHWEST SIDE OF THE
 GB0605'THIRD BLOCK PAST THE L. AND N.R.R.), AND NEAR A LARGE WATER OAK
 GB0605'TREE.  A STATE SURVEY STANDARD DISK, STAMPED 615 AND SET IN THE
 GB0605'TOP OF A CONCRETE POST.
 GB0605
 GB0605                          STATION RECOVERY (1973)
 GB0605
 GB0605'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0057 ***********************************************************************
 FD0057  DESIGNATION -  617
 FD0057  PID         -  FD0057
 FD0057  STATE/COUNTY-  TN/RUTHERFORD
 FD0057  USGS QUAD   -  MURFREESBORO (1983)
 FD0057
 FD0057                         *CURRENT SURVEY CONTROL
 FD0057  ___________________________________________________________________
 FD0057* NAD 83(1986)-  35 50 46.     (N)    086 23 32.     (W)     SCALED    
 FD0057* NAVD 88     -       188.459  (meters)     618.30   (feet)  ADJUSTED  
 FD0057  ___________________________________________________________________
 FD0057  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0057  DYNAMIC HT  -         188.294 (meters)     617.76  (feet)  COMP
 FD0057  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 FD0057
 FD0057  VERT ORDER  -  FIRST     CLASS II
 FD0057
 FD0057.The horizontal coordinates were scaled from a topographic map and have
 FD0057.an estimated accuracy of +/- 6 seconds.
 FD0057
 FD0057.The orthometric height was determined by differential leveling
 FD0057.and adjusted by the National Geodetic Survey in June 1991..
 FD0057
 FD0057.The geoid height was determined by GEOID03.
 FD0057
 FD0057.The dynamic height is computed by dividing the NAVD 88
 FD0057.geopotential number by the normal gravity value computed on the
 FD0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0057.degrees latitude (g = 980.6199 gals.).
 FD0057
 FD0057.The modeled gravity was interpolated from observed gravity values.
 FD0057
 FD0057;                    North         East    Units  Estimated Accuracy
 FD0057;SPC TN       -   167,910.      564,570.      MT  (+/- 180 meters Scaled)
 FD0057
 FD0057                          SUPERSEDED SURVEY CONTROL
 FD0057
 FD0057  NGVD 29 (??/??/92)  188.469  (m)          618.34   (f) ADJ UNCH    1 2
 FD0057
 FD0057.Superseded values are not recommended for survey control.
 FD0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0057.See file dsdata.txt to determine how the superseded data were derived.
 FD0057
 FD0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE548670(NAD 83)
 FD0057_MARKER: DD = SURVEY DISK
 FD0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0057_SP_SET: BUILDING
 FD0057_STAMPING: 617
 FD0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0057
 FD0057  HISTORY     - Date     Condition        Report By
 FD0057  HISTORY     - UNK      MONUMENTED       USGS
 FD0057  HISTORY     - 1949     GOOD             NGS
 FD0057
 FD0057                          STATION DESCRIPTION
 FD0057
 FD0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0057'AT MURFREESBORO.
 FD0057'AT MURFREESBORO, SET VERTICALLY IN THE WEST FACE OF THE TOP CORNER
 FD0057'STONE AT THE NORTHWEST CORNER OF THE COUNTY COURT HOUSE, 1/2 FOOT
 FD0057'SOUTH OF THE NORTHWEST CORNER AND 2.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0619 ***********************************************************************
 GB0619  DESIGNATION -  618
 GB0619  PID         -  GB0619
 GB0619  STATE/COUNTY-  TN/CAMPBELL
 GB0619  USGS QUAD   -  LA FOLLETTE (1990)
 GB0619
 GB0619                         *CURRENT SURVEY CONTROL
 GB0619  ___________________________________________________________________
 GB0619* NAD 83(1986)-  36 24 22.     (N)    084 03 39.     (W)     SCALED    
 GB0619* NAVD 88     -       369.905  (meters)    1213.60   (feet)  ADJUSTED  
 GB0619  ___________________________________________________________________
 GB0619  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB0619  DYNAMIC HT  -         369.571 (meters)    1212.50  (feet)  COMP
 GB0619  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 GB0619
 GB0619  VERT ORDER  -  SECOND    CLASS 0
 GB0619
 GB0619.The horizontal coordinates were scaled from a topographic map and have
 GB0619.an estimated accuracy of +/- 6 seconds.
 GB0619
 GB0619.The orthometric height was determined by differential leveling
 GB0619.and adjusted by the National Geodetic Survey in June 1991..
 GB0619
 GB0619.The geoid height was determined by GEOID03.
 GB0619
 GB0619.The dynamic height is computed by dividing the NAVD 88
 GB0619.geopotential number by the normal gravity value computed on the
 GB0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0619.degrees latitude (g = 980.6199 gals.).
 GB0619
 GB0619.The modeled gravity was interpolated from observed gravity values.
 GB0619
 GB0619;                    North         East    Units  Estimated Accuracy
 GB0619;SPC TN       -   231,700.      773,930.      MT  (+/- 180 meters Scaled)
 GB0619
 GB0619                          SUPERSEDED SURVEY CONTROL
 GB0619
 GB0619  NGVD 29 (??/??/92)  370.021  (m)         1213.98   (f) ADJ UNCH    2 0
 GB0619
 GB0619.Superseded values are not recommended for survey control.
 GB0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0619.See file dsdata.txt to determine how the superseded data were derived.
 GB0619
 GB0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF635330(NAD 83)
 GB0619_MARKER: DD = SURVEY DISK
 GB0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0619_STAMPING: 618
 GB0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0619+STABILITY: SURFACE MOTION
 GB0619
 GB0619  HISTORY     - Date     Condition        Report By
 GB0619  HISTORY     - UNK      MONUMENTED       TNGS
 GB0619  HISTORY     - 1949     GOOD             NGS
 GB0619
 GB0619                          STATION DESCRIPTION
 GB0619
 GB0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0619'4.6 MI E FROM LA FOLLETTE.
 GB0619'4.6 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0619'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 540
 GB0619'FEET SOUTH OF THE HIGHWAY, ON A NARROW LANE, AT THE TOP OF A
 GB0619'RIDGE, AT THE SOUTH SIDE OF THE FENCE LINE BETWEEN THE PROPERTIES
 GB0619'OF DR. PHETRIDGE AND ERNEST ST. JOHN, AND ABOUT 60 FEET HIGHER
 GB0619'THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 618 AND
 GB0619'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0622 ***********************************************************************
 GB0622  DESIGNATION -  619
 GB0622  PID         -  GB0622
 GB0622  STATE/COUNTY-  TN/CAMPBELL
 GB0622  USGS QUAD   -  LA FOLLETTE (1990)
 GB0622
 GB0622                         *CURRENT SURVEY CONTROL
 GB0622  ___________________________________________________________________
 GB0622* NAD 83(1986)-  36 25 07.     (N)    084 01 41.     (W)     SCALED    
 GB0622* NAVD 88     -       346.025  (meters)    1135.25   (feet)  ADJUSTED  
 GB0622  ___________________________________________________________________
 GB0622  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB0622  DYNAMIC HT  -         345.711 (meters)    1134.22  (feet)  COMP
 GB0622  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 GB0622
 GB0622  VERT ORDER  -  SECOND    CLASS 0
 GB0622
 GB0622.The horizontal coordinates were scaled from a topographic map and have
 GB0622.an estimated accuracy of +/- 6 seconds.
 GB0622
 GB0622.The orthometric height was determined by differential leveling
 GB0622.and adjusted by the National Geodetic Survey in June 1991..
 GB0622
 GB0622.The geoid height was determined by GEOID03.
 GB0622
 GB0622.The dynamic height is computed by dividing the NAVD 88
 GB0622.geopotential number by the normal gravity value computed on the
 GB0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0622.degrees latitude (g = 980.6199 gals.).
 GB0622
 GB0622.The modeled gravity was interpolated from observed gravity values.
 GB0622
 GB0622;                    North         East    Units  Estimated Accuracy
 GB0622;SPC TN       -   233,150.      776,840.      MT  (+/- 180 meters Scaled)
 GB0622
 GB0622                          SUPERSEDED SURVEY CONTROL
 GB0622
 GB0622  NGVD 29 (??/??/92)  346.153  (m)         1135.67   (f) ADJ UNCH    2 0
 GB0622
 GB0622.Superseded values are not recommended for survey control.
 GB0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0622.See file dsdata.txt to determine how the superseded data were derived.
 GB0622
 GB0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF664344(NAD 83)
 GB0622_MARKER: DD = SURVEY DISK
 GB0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0622_STAMPING: 619
 GB0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0622+STABILITY: SURFACE MOTION
 GB0622
 GB0622  HISTORY     - Date     Condition        Report By
 GB0622  HISTORY     - UNK      MONUMENTED       TNGS
 GB0622  HISTORY     - 1949     GOOD             NGS
 GB0622  HISTORY     - 1965     GOOD             NGS
 GB0622
 GB0622                          STATION DESCRIPTION
 GB0622
 GB0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0622'6.6 MI E FROM LA FOLLETTE.
 GB0622'6.6 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0622'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 175
 GB0622'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE VALLEY VIEW SCHOOL,
 GB0622'125 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5
 GB0622'FEET NORTHEAST OF THE SOUTHWEST FENCE OF THE SCHOOL PROPERTY.
 GB0622'A STATE SURVEY STANDARD DISK, STAMPED 619 AND SET IN THE TOP OF A
 GB0622'CONCRETE POST.
 GB0622
 GB0622                          STATION RECOVERY (1965)
 GB0622
 GB0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2595 ***********************************************************************
 AJ2595  DESIGNATION -  62
 AJ2595  PID         -  AJ2595
 AJ2595  STATE/COUNTY-  TN/SHELBY
 AJ2595  USGS QUAD   -  ELLENDALE (1993)
 AJ2595
 AJ2595                         *CURRENT SURVEY CONTROL
 AJ2595  ___________________________________________________________________
 AJ2595* NAD 83(1995)-  35 13 50.45970(N)    089 49 48.31997(W)     ADJUSTED  
 AJ2595* NAVD 88     -        94.67   (meters)     310.6    (feet)  LEVELING  
 AJ2595  ___________________________________________________________________
 AJ2595  X           -      15,467.359 (meters)                     COMP
 AJ2595  Y           -  -5,215,737.392 (meters)                     COMP
 AJ2595  Z           -   3,658,840.372 (meters)                     COMP
 AJ2595  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AJ2595  ELLIP HEIGHT-          67.30  (meters)          (04/26/01) GPS OBS
 AJ2595  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ2595
 AJ2595  HORZ ORDER  -  FIRST
 AJ2595  VERT ORDER  -  THIRD ?
 AJ2595  ELLP ORDER  -  FOURTH    CLASS I
 AJ2595
 AJ2595.The horizontal coordinates were established by GPS observations
 AJ2595.and adjusted by the National Geodetic Survey in April 2001..
 AJ2595
 AJ2595.The orthometric height was determined by differential leveling.
 AJ2595.The vertical network tie was performed by a horz. field party for horz.
 AJ2595.obs reductions. Reset procedures were used to establish the elevation.
 AJ2595
 AJ2595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2595
 AJ2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2595
 AJ2595.The ellipsoidal height was determined by GPS observations
 AJ2595.and is referenced to NAD 83.
 AJ2595
 AJ2595.The geoid height was determined by GEOID03.
 AJ2595
 AJ2595;                    North         East     Units Scale Factor Converg.
 AJ2595;SPC TN       -   106,383.005   251,430.078   MT  1.00000347   -2 14 32.2
 AJ2595;SPC TN       -   349,024.91    824,900.18   sFT  1.00000347   -2 14 32.2
 AJ2595;UTM  16      - 3,902,296.661   242,441.261   MT  1.00041761   -1 38 00.6
 AJ2595
 AJ2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2595!SPC TN       -   0.99998944  x   1.00000347  =   0.99999291
 AJ2595!UTM  16      -   0.99998944  x   1.00041761  =   1.00040704
 AJ2595
 AJ2595                          SUPERSEDED SURVEY CONTROL
 AJ2595
 AJ2595.No superseded survey control is available for this station.
 AJ2595
 AJ2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4244102297(NAD 83)
 AJ2595_MARKER: DD = SURVEY DISK
 AJ2595_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2595+WITH SETTING: INFORMATION.
 AJ2595_STAMPING: 062
 AJ2595_MARK LOGO: MLGW  
 AJ2595_PROJECTION: FLUSH
 AJ2595_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2595+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AJ2595_ROD/PIPE-DEPTH:  0.8 meters
 AJ2595
 AJ2595  HISTORY     - Date     Condition        Report By
 AJ2595  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2595  HISTORY     - 20030423 GOOD             TN1620
 AJ2595
 AJ2595                          STATION DESCRIPTION
 AJ2595
 AJ2595'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2595'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY IN THE
 AJ2595'CITY OF BARTLETT TENNESSEE.
 AJ2595'TO REACH THE STATION FROM THE INTERSECTION OF KIRBY-WHITTEN PARKWAY
 AJ2595'AND ST.  ELMO ROAD, PROCEED EAST ON ST.  ELMO APPROXIMATELY 0.40 MILE
 AJ2595'(0.64 KM) TO THE STATION ON THE LEFT.
 AJ2595'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2595'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2595'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED IN THE CENTER OF THE
 AJ2595'GRASS MEDIAN IN THE CENTER OF ST.  ELMO ROAD, 237.00 FEET (72.24 M)
 AJ2595'WEST OF THE CENTERLINE OF LUTHER STREET, 7.00 FEET (2.13 M) SOUTH OF
 AJ2595'THE NORTH CURBLINE OF MEDIAN, 7.00 FEET (2.13 M) NORTH OF THE SOUTH
 AJ2595'CURBLINE OF MEDIAN.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2595'GROUND.
 AJ2595
 AJ2595                          STATION RECOVERY (2003)
 AJ2595
 AJ2595'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (EM)
 AJ2595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0623 ***********************************************************************
 GB0623  DESIGNATION -  620
 GB0623  PID         -  GB0623
 GB0623  STATE/COUNTY-  TN/CAMPBELL
 GB0623  USGS QUAD   -  LA FOLLETTE (1990)
 GB0623
 GB0623                         *CURRENT SURVEY CONTROL
 GB0623  ___________________________________________________________________
 GB0623* NAD 83(1986)-  36 25 32.     (N)    084 00 29.     (W)     SCALED    
 GB0623* NAVD 88     -       345.661  (meters)    1134.06   (feet)  ADJUSTED  
 GB0623  ___________________________________________________________________
 GB0623  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0623  DYNAMIC HT  -         345.349 (meters)    1133.03  (feet)  COMP
 GB0623  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 GB0623
 GB0623  VERT ORDER  -  SECOND    CLASS 0
 GB0623
 GB0623.The horizontal coordinates were scaled from a topographic map and have
 GB0623.an estimated accuracy of +/- 6 seconds.
 GB0623
 GB0623.The orthometric height was determined by differential leveling
 GB0623.and adjusted by the National Geodetic Survey in June 1991..
 GB0623
 GB0623.The geoid height was determined by GEOID03.
 GB0623
 GB0623.The dynamic height is computed by dividing the NAVD 88
 GB0623.geopotential number by the normal gravity value computed on the
 GB0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0623.degrees latitude (g = 980.6199 gals.).
 GB0623
 GB0623.The modeled gravity was interpolated from observed gravity values.
 GB0623
 GB0623;                    North         East    Units  Estimated Accuracy
 GB0623;SPC TN       -   233,950.      778,620.      MT  (+/- 180 meters Scaled)
 GB0623
 GB0623                          SUPERSEDED SURVEY CONTROL
 GB0623
 GB0623  NGVD 29 (??/??/92)  345.788  (m)         1134.47   (f) ADJ UNCH    2 0
 GB0623
 GB0623.Superseded values are not recommended for survey control.
 GB0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0623.See file dsdata.txt to determine how the superseded data were derived.
 GB0623
 GB0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF682353(NAD 83)
 GB0623_MARKER: DD = SURVEY DISK
 GB0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0623_STAMPING: 620
 GB0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0623+STABILITY: SURFACE MOTION
 GB0623
 GB0623  HISTORY     - Date     Condition        Report By
 GB0623  HISTORY     - UNK      MONUMENTED       TNGS
 GB0623  HISTORY     - 1949     GOOD             NGS
 GB0623  HISTORY     - 1965     GOOD             NGS
 GB0623
 GB0623                          STATION DESCRIPTION
 GB0623
 GB0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0623'7.9 MI E FROM LA FOLLETTE.
 GB0623'7.9 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0623'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 4.5
 GB0623'MILES WEST OF THE WELL SPRINGS SCHOOL, 2.7 MILES EAST OF THE
 GB0623'MODEL FARM DAIRY AT FINCASTLE, 1.2 MILES EAST OF THE VALLEY
 GB0623'VIEW SCHOOL, 0.2 MILE WEST OF A BARN WITH TRIPLE VENTILATORS,
 GB0623'100 YARDS WEST OF A SMALL FRAME HOUSE, NORTH OF THE HIGHWAY,
 GB0623'OPPOSITE A 30-INCH OAK TREE, 2 FEET SOUTH OF THE FENCE, AND
 GB0623'ABOUT 4 FEET HIGHER THAN THE ROADWAY.  A STATE SURVEY STANDARD
 GB0623'DISK, STAMPED 620 AND SET IN THE TOP OF A CONCRETE POST.
 GB0623
 GB0623                          STATION RECOVERY (1965)
 GB0623
 GB0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0627 ***********************************************************************
 GB0627  DESIGNATION -  621
 GB0627  PID         -  GB0627
 GB0627  STATE/COUNTY-  TN/CAMPBELL
 GB0627  USGS QUAD   -  LA FOLLETTE (1990)
 GB0627
 GB0627                         *CURRENT SURVEY CONTROL
 GB0627  ___________________________________________________________________
 GB0627* NAD 83(1986)-  36 25 41.     (N)    084 00 04.     (W)     SCALED    
 GB0627* NAVD 88     -       341.966  (meters)    1121.93   (feet)  ADJUSTED  
 GB0627  ___________________________________________________________________
 GB0627  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0627  DYNAMIC HT  -         341.657 (meters)    1120.92  (feet)  COMP
 GB0627  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 GB0627
 GB0627  VERT ORDER  -  SECOND    CLASS 0
 GB0627
 GB0627.The horizontal coordinates were scaled from a topographic map and have
 GB0627.an estimated accuracy of +/- 6 seconds.
 GB0627
 GB0627.The orthometric height was determined by differential leveling
 GB0627.and adjusted by the National Geodetic Survey in June 1991..
 GB0627
 GB0627.The geoid height was determined by GEOID03.
 GB0627
 GB0627.The dynamic height is computed by dividing the NAVD 88
 GB0627.geopotential number by the normal gravity value computed on the
 GB0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0627.degrees latitude (g = 980.6199 gals.).
 GB0627
 GB0627.The modeled gravity was interpolated from observed gravity values.
 GB0627
 GB0627;                    North         East    Units  Estimated Accuracy
 GB0627;SPC TN       -   234,240.      779,240.      MT  (+/- 180 meters Scaled)
 GB0627
 GB0627                          SUPERSEDED SURVEY CONTROL
 GB0627
 GB0627  NGVD 29 (??/??/92)  342.093  (m)         1122.35   (f) ADJ UNCH    2 0
 GB0627
 GB0627.Superseded values are not recommended for survey control.
 GB0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0627.See file dsdata.txt to determine how the superseded data were derived.
 GB0627
 GB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF688356(NAD 83)
 GB0627_MARKER: DD = SURVEY DISK
 GB0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0627_STAMPING: 621
 GB0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0627+STABILITY: SURFACE MOTION
 GB0627
 GB0627  HISTORY     - Date     Condition        Report By
 GB0627  HISTORY     - UNK      MONUMENTED       TNGS
 GB0627  HISTORY     - 1949     GOOD             NGS
 GB0627  HISTORY     - 1965     GOOD             NGS
 GB0627
 GB0627                          STATION DESCRIPTION
 GB0627
 GB0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0627'8.2 MI E FROM LA FOLLETTE.
 GB0627'8.2 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0627'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 3.2
 GB0627'MILES EAST OF THE MODEL FARM DAIRY AT FINCASTLE, 2.8 MILES WEST
 GB0627'OF THE WELL SPRINGS SCHOOL, 1.7 MILES EAST OF THE VALLEY VIEW
 GB0627'SCHOOL, AT THE POINT OF A RIDGE, AT A ROAD JUNCTION, 150 FEET
 GB0627'EAST OF THE CENTERLINE OF A ROAD LEADING SOUTH, 125 FEET NORTH
 GB0627'OF THE CENTERLINE OF STATE HIGHWAY 63, 75 FEET NORTH OF A ROCK
 GB0627'WALL, AND 2 FEET EAST OF THE FENCE BETWEEN THE L.C. MULLINS AND
 GB0627'DAN CLAYBURN PROPERTY.  A STATE SURVEY STANDARD DISK, STAMPED
 GB0627'621 AND SET IN THE TOP OF A CONCRETE POST.
 GB0627
 GB0627                          STATION RECOVERY (1965)
 GB0627
 GB0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GB0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2321 ***********************************************************************
 GA2321  DESIGNATION -  622
 GA2321  PID         -  GA2321
 GA2321  STATE/COUNTY-  TN/CAMPBELL
 GA2321  USGS QUAD   -  WELL SPRING (1980)
 GA2321
 GA2321                         *CURRENT SURVEY CONTROL
 GA2321  ___________________________________________________________________
 GA2321* NAD 83(1986)-  36 26 07.     (N)    083 58 38.     (W)     SCALED    
 GA2321* NAVD 88     -       317.916  (meters)    1043.03   (feet)  ADJUSTED  
 GA2321  ___________________________________________________________________
 GA2321  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GA2321  DYNAMIC HT  -         317.631 (meters)    1042.09  (feet)  COMP
 GA2321  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 GA2321
 GA2321  VERT ORDER  -  SECOND    CLASS 0
 GA2321
 GA2321.The horizontal coordinates were scaled from a topographic map and have
 GA2321.an estimated accuracy of +/- 6 seconds.
 GA2321
 GA2321.The orthometric height was determined by differential leveling
 GA2321.and adjusted by the National Geodetic Survey in June 1991..
 GA2321
 GA2321.The geoid height was determined by GEOID03.
 GA2321
 GA2321.The dynamic height is computed by dividing the NAVD 88
 GA2321.geopotential number by the normal gravity value computed on the
 GA2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2321.degrees latitude (g = 980.6199 gals.).
 GA2321
 GA2321.The modeled gravity was interpolated from observed gravity values.
 GA2321
 GA2321;                    North         East    Units  Estimated Accuracy
 GA2321;SPC TN       -   235,090.      781,360.      MT  (+/- 180 meters Scaled)
 GA2321
 GA2321                          SUPERSEDED SURVEY CONTROL
 GA2321
 GA2321  NGVD 29 (??/??/92)  318.054  (m)         1043.48   (f) ADJ UNCH    2 0
 GA2321
 GA2321.Superseded values are not recommended for survey control.
 GA2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2321.See file dsdata.txt to determine how the superseded data were derived.
 GA2321
 GA2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA331363(NAD 83)
 GA2321_MARKER: DD = SURVEY DISK
 GA2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2321_STAMPING: 622
 GA2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2321+STABILITY: SURFACE MOTION
 GA2321
 GA2321  HISTORY     - Date     Condition        Report By
 GA2321  HISTORY     - UNK      MONUMENTED       TNGS
 GA2321  HISTORY     - 1949     GOOD             NGS
 GA2321  HISTORY     - 1965     GOOD             NGS
 GA2321
 GA2321                          STATION DESCRIPTION
 GA2321
 GA2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2321'9.9 MI E FROM LA FOLLETTE.
 GA2321'9.9 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GA2321'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY,
 GA2321'4.8 MILES EAST OF THE MODEL FARM DAIRY AT FINCASTLE, 3.3 MILES
 GA2321'EAST OF THE VALLEY VIEW SCHOOL, 1.2 MILES WEST OF THE WELL SPRINGS
 GA2321'SCHOOL, 0.2 MILE EAST OF A NEW CONCRETE BRIDGE, 500 FEET SOUTHWEST
 GA2321'OF THE JUNCTION OF THE ROAD, OPPOSITE A ROCK WALL, 8 POLES WEST
 GA2321'OF AN OLD CHURCH, 40 FEET FROM A 48-INCH OAK TREE, AND 7 YARDS
 GA2321'SOUTH OF THE CENTERLINE OF THE HIGHWAY, STEEL POST WITH
 GA2321'CONTROL-MARKER SIGN SET AT MONUMENT.  A STATE SURVEY STANDARD
 GA2321'DISK, STAMPED 622 AND SET IN THE TOP OF A CONCRETE POST.
 GA2321
 GA2321                          STATION RECOVERY (1965)
 GA2321
 GA2321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0304 ***********************************************************************
 FC0304  DESIGNATION -  6223
 FC0304  PID         -  FC0304
 FC0304  STATE/COUNTY-  TN/MONROE
 FC0304  USGS QUAD   -  SWEETWATER (1989)
 FC0304
 FC0304                         *CURRENT SURVEY CONTROL
 FC0304  ___________________________________________________________________
 FC0304* NAD 83(1986)-  35 37 28.     (N)    084 29 42.     (W)     SCALED    
 FC0304* NAVD 88     -       282.241  (meters)     925.99   (feet)  ADJUSTED  
 FC0304  ___________________________________________________________________
 FC0304  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FC0304  DYNAMIC HT  -         281.967 (meters)     925.09  (feet)  COMP
 FC0304  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 FC0304
 FC0304  VERT ORDER  -  SECOND    CLASS 0
 FC0304
 FC0304.The horizontal coordinates were scaled from a topographic map and have
 FC0304.an estimated accuracy of +/- 6 seconds.
 FC0304
 FC0304.The orthometric height was determined by differential leveling
 FC0304.and adjusted by the National Geodetic Survey in June 1991..
 FC0304
 FC0304.The geoid height was determined by GEOID03.
 FC0304
 FC0304.The dynamic height is computed by dividing the NAVD 88
 FC0304.geopotential number by the normal gravity value computed on the
 FC0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0304.degrees latitude (g = 980.6199 gals.).
 FC0304
 FC0304.The modeled gravity was interpolated from observed gravity values.
 FC0304
 FC0304;                    North         East    Units  Estimated Accuracy
 FC0304;SPC TN       -   144,300.      736,330.      MT  (+/- 180 meters Scaled)
 FC0304
 FC0304                          SUPERSEDED SURVEY CONTROL
 FC0304
 FC0304  NGVD 29 (??/??/92)  282.321  (m)          926.25   (f) ADJ UNCH    2 0
 FC0304
 FC0304.Superseded values are not recommended for survey control.
 FC0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0304.See file dsdata.txt to determine how the superseded data were derived.
 FC0304
 FC0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE268451(NAD 83)
 FC0304_MARKER: DD = SURVEY DISK
 FC0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0304_STAMPING: 622 3
 FC0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0304+STABILITY: SURFACE MOTION
 FC0304
 FC0304  HISTORY     - Date     Condition        Report By
 FC0304  HISTORY     - UNK      MONUMENTED       TNDG
 FC0304  HISTORY     - 1961     GOOD             NGS
 FC0304
 FC0304                          STATION DESCRIPTION
 FC0304
 FC0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0304'3.2 MI NW FROM SWEETWATER.
 FC0304'FROM THE POST OFFICE IN SWEETWATER, GO 0.5 MILE NORTH ON U.S.
 FC0304'HIGHWAY 11 TO OAKLAND DRIVE, THEN GO 2.65 MILES WESTERLY ON
 FC0304'OAKLAND DRIVE.  THE BENCH MARK IS ABOUT 0.05 MILE WEST OF A
 FC0304'PRIVATE DRIVE LEADING SOUTH, ABOUT 65 FT. NORTH AND ACROSS THE
 FC0304'ROAD FROM A POWER LINE POLE, 20 FT. NORTH OF THE CENTER OF OILED
 FC0304'ROAD, 4.3 FT. SOUTH OF A FENCE, AND 0.5 FT. SOUTH OF A WITNESS
 FC0304'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 FC0304'INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2328 ***********************************************************************
 GA2328  DESIGNATION -  623
 GA2328  PID         -  GA2328
 GA2328  STATE/COUNTY-  TN/CAMPBELL
 GA2328  USGS QUAD   -  WELL SPRING (1980)
 GA2328
 GA2328                         *CURRENT SURVEY CONTROL
 GA2328  ___________________________________________________________________
 GA2328* NAD 83(1986)-  36 26 39.     (N)    083 56 43.     (W)     SCALED    
 GA2328* NAVD 88     -       329.740  (meters)    1081.82   (feet)  ADJUSTED  
 GA2328  ___________________________________________________________________
 GA2328  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GA2328  DYNAMIC HT  -         329.449 (meters)    1080.87  (feet)  COMP
 GA2328  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 GA2328
 GA2328  VERT ORDER  -  SECOND    CLASS 0
 GA2328
 GA2328.The horizontal coordinates were scaled from a topographic map and have
 GA2328.an estimated accuracy of +/- 6 seconds.
 GA2328
 GA2328.The orthometric height was determined by differential leveling
 GA2328.and adjusted by the National Geodetic Survey in June 1991..
 GA2328
 GA2328.The geoid height was determined by GEOID03.
 GA2328
 GA2328.The dynamic height is computed by dividing the NAVD 88
 GA2328.geopotential number by the normal gravity value computed on the
 GA2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2328.degrees latitude (g = 980.6199 gals.).
 GA2328
 GA2328.The modeled gravity was interpolated from observed gravity values.
 GA2328
 GA2328;                    North         East    Units  Estimated Accuracy
 GA2328;SPC TN       -   236,130.      784,200.      MT  (+/- 180 meters Scaled)
 GA2328
 GA2328                          SUPERSEDED SURVEY CONTROL
 GA2328
 GA2328  NGVD 29 (??/??/92)  329.887  (m)         1082.30   (f) ADJ UNCH    2 0
 GA2328
 GA2328.Superseded values are not recommended for survey control.
 GA2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2328.See file dsdata.txt to determine how the superseded data were derived.
 GA2328
 GA2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA360372(NAD 83)
 GA2328_MARKER: DB = BENCH MARK DISK
 GA2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2328_STAMPING: 623
 GA2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2328+STABILITY: SURFACE MOTION
 GA2328
 GA2328  HISTORY     - Date     Condition        Report By
 GA2328  HISTORY     - UNK      MONUMENTED       TNGS
 GA2328  HISTORY     - 1949     GOOD             NGS
 GA2328  HISTORY     - 1965     GOOD             NGS
 GA2328
 GA2328                          STATION DESCRIPTION
 GA2328
 GA2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2328'11.9 MI E FROM LA FOLLETTE.
 GA2328'11.9 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GA2328'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY, 1.6
 GA2328'MILES WEST OF THE ELLISON STORE, 0.8 MILE EAST OF THE WELL SPRINGS
 GA2328'SCHOOL, ABOUT 0.7 MILE WEST OF THE COLONIAL STYLE BRICK HOUSE,
 GA2328'AT THE TOP OF A SMALL HIGHWAY CUT, AT THE SOUTHEAST EDGE OF THE
 GA2328'HIGHWAY, AND OPPOSITE A 1-STORY HOUSE WITH A LARGE BOXWOOD TREE
 GA2328'IN FRONT, STEEL POST WITH CONTROL-MARKER SIGN SET AT MARK.  A
 GA2328'STATE SURVEY STANDARD DISK, STAMPED 623 AND SET IN THE TOP OF A
 GA2328'CONCRETE POST.
 GA2328
 GA2328                          STATION RECOVERY (1965)
 GA2328
 GA2328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2339 ***********************************************************************
 GA2339  DESIGNATION -  625
 GA2339  PID         -  GA2339
 GA2339  STATE/COUNTY-  TN/CLAIBORNE
 GA2339  USGS QUAD   -  WELL SPRING (1980)
 GA2339
 GA2339                         *CURRENT SURVEY CONTROL
 GA2339  ___________________________________________________________________
 GA2339* NAD 83(1986)-  36 27 13.     (N)    083 54 03.     (W)     SCALED    
 GA2339* NAVD 88     -       349.675  (meters)    1147.23   (feet)  ADJUSTED  
 GA2339  ___________________________________________________________________
 GA2339  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GA2339  DYNAMIC HT  -         349.370 (meters)    1146.22  (feet)  COMP
 GA2339  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GA2339
 GA2339  VERT ORDER  -  SECOND    CLASS 0
 GA2339
 GA2339.The horizontal coordinates were scaled from a topographic map and have
 GA2339.an estimated accuracy of +/- 6 seconds.
 GA2339
 GA2339.The orthometric height was determined by differential leveling
 GA2339.and adjusted by the National Geodetic Survey in June 1991..
 GA2339
 GA2339.The geoid height was determined by GEOID03.
 GA2339
 GA2339.The dynamic height is computed by dividing the NAVD 88
 GA2339.geopotential number by the normal gravity value computed on the
 GA2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2339.degrees latitude (g = 980.6199 gals.).
 GA2339
 GA2339.The modeled gravity was interpolated from observed gravity values.
 GA2339
 GA2339;                    North         East    Units  Estimated Accuracy
 GA2339;SPC TN       -   237,270.      788,170.      MT  (+/- 180 meters Scaled)
 GA2339
 GA2339                          SUPERSEDED SURVEY CONTROL
 GA2339
 GA2339  NGVD 29 (??/??/92)  349.831  (m)         1147.74   (f) ADJ UNCH    2 0
 GA2339
 GA2339.Superseded values are not recommended for survey control.
 GA2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2339.See file dsdata.txt to determine how the superseded data were derived.
 GA2339
 GA2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA400381(NAD 83)
 GA2339_MARKER: DD = SURVEY DISK
 GA2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2339_STAMPING: 625
 GA2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2339+STABILITY: SURFACE MOTION
 GA2339
 GA2339  HISTORY     - Date     Condition        Report By
 GA2339  HISTORY     - UNK      MONUMENTED       TNGS
 GA2339  HISTORY     - 1949     GOOD             NGS
 GA2339
 GA2339                          STATION DESCRIPTION
 GA2339
 GA2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2339'14.5 MI E FROM LA FOLLETTE.
 GA2339'IN CLAIBORNE COUNTY, 14.5 MILES EAST ALONG STATE HIGHWAY 63 FROM
 GA2339'THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT LA FOLLETTE,
 GA2339'CAMPBELL COUNTY, 7.5 MILES WEST OF THE POWELL VALLEY HIGH
 GA2339'SCHOOL, 1.1 MILES EAST OF THE ELLISON STORE, 1.1 MILES WEST OF
 GA2339'THE SPEEDWELL CHURCH, 0.2 MILE EAST OF A BRIDGE OVER A CREEK,
 GA2339'60 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 GA2339'12 FEET HIGHER THAN THE ROADWAY.  A STATE SURVEY STANDARD DISK,
 GA2339'STAMPED 625 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2341 ***********************************************************************
 GA2341  DESIGNATION -  626
 GA2341  PID         -  GA2341
 GA2341  STATE/COUNTY-  TN/CLAIBORNE
 GA2341  USGS QUAD   -  WELL SPRING (1980)
 GA2341
 GA2341                         *CURRENT SURVEY CONTROL
 GA2341  ___________________________________________________________________
 GA2341* NAD 83(1986)-  36 27 24.     (N)    083 52 52.     (W)     SCALED    
 GA2341* NAVD 88     -       347.486  (meters)    1140.04   (feet)  ADJUSTED  
 GA2341  ___________________________________________________________________
 GA2341  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GA2341  DYNAMIC HT  -         347.181 (meters)    1139.04  (feet)  COMP
 GA2341  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 GA2341
 GA2341  VERT ORDER  -  SECOND    CLASS 0
 GA2341
 GA2341.The horizontal coordinates were scaled from a topographic map and have
 GA2341.an estimated accuracy of +/- 6 seconds.
 GA2341
 GA2341.The orthometric height was determined by differential leveling
 GA2341.and adjusted by the National Geodetic Survey in June 1991..
 GA2341
 GA2341.The geoid height was determined by GEOID03.
 GA2341
 GA2341.The dynamic height is computed by dividing the NAVD 88
 GA2341.geopotential number by the normal gravity value computed on the
 GA2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2341.degrees latitude (g = 980.6199 gals.).
 GA2341
 GA2341.The modeled gravity was interpolated from observed gravity values.
 GA2341
 GA2341;                    North         East    Units  Estimated Accuracy
 GA2341;SPC TN       -   237,640.      789,930.      MT  (+/- 180 meters Scaled)
 GA2341
 GA2341                          SUPERSEDED SURVEY CONTROL
 GA2341
 GA2341  NGVD 29 (??/??/92)  347.632  (m)         1140.52   (f) ADJ UNCH    2 0
 GA2341
 GA2341.Superseded values are not recommended for survey control.
 GA2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2341.See file dsdata.txt to determine how the superseded data were derived.
 GA2341
 GA2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA418384(NAD 83)
 GA2341_MARKER: DD = SURVEY DISK
 GA2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2341+STABILITY: SURFACE MOTION
 GA2341
 GA2341  HISTORY     - Date     Condition        Report By
 GA2341  HISTORY     - UNK      MONUMENTED       TNGS
 GA2341  HISTORY     - 1949     GOOD             NGS
 GA2341  HISTORY     - 1965     GOOD             NGS
 GA2341
 GA2341                          STATION DESCRIPTION
 GA2341
 GA2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2341'14.4 MI W FROM ARTHUR.
 GA2341'14.4 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2341'STATION AT ARTHUR, CLAIBORNE COUNTY, 6.3 MILES WEST OF THE POWELL
 GA2341'VALLEY HIGH SCHOOL, 2.3 MILES EAST OF THE ELLISON STORE, 0.1
 GA2341'MILE WEST OF THE SPEEDWELL CHURCH, 500 FEET WEST OF THE
 GA2341'SPEEDWELL-TAZEWELL SIDE ROAD, AT THE TOP OF A 6-FOOT BANK AT THE
 GA2341'SOUTH SIDE OF THE ROAD, AND 1 FOOT SOUTH OF THE FENCE, STEEL
 GA2341'POST WITH CONTROL MARKER SIGN SET AT MONUMENT.
 GA2341
 GA2341                          STATION RECOVERY (1965)
 GA2341
 GA2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2342 ***********************************************************************
 GA2342  DESIGNATION -  627
 GA2342  PID         -  GA2342
 GA2342  STATE/COUNTY-  TN/CLAIBORNE
 GA2342  USGS QUAD   -  AUSMUS (1980)
 GA2342
 GA2342                         *CURRENT SURVEY CONTROL
 GA2342  ___________________________________________________________________
 GA2342* NAD 83(1986)-  36 27 37.     (N)    083 52 07.     (W)     SCALED    
 GA2342* NAVD 88     -       346.269  (meters)    1136.05   (feet)  ADJUSTED  
 GA2342  ___________________________________________________________________
 GA2342  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2342  DYNAMIC HT  -         345.965 (meters)    1135.05  (feet)  COMP
 GA2342  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 GA2342
 GA2342  VERT ORDER  -  SECOND    CLASS 0
 GA2342
 GA2342.The horizontal coordinates were scaled from a topographic map and have
 GA2342.an estimated accuracy of +/- 6 seconds.
 GA2342
 GA2342.The orthometric height was determined by differential leveling
 GA2342.and adjusted by the National Geodetic Survey in June 1991..
 GA2342
 GA2342.The geoid height was determined by GEOID03.
 GA2342
 GA2342.The dynamic height is computed by dividing the NAVD 88
 GA2342.geopotential number by the normal gravity value computed on the
 GA2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2342.degrees latitude (g = 980.6199 gals.).
 GA2342
 GA2342.The modeled gravity was interpolated from observed gravity values.
 GA2342
 GA2342;                    North         East    Units  Estimated Accuracy
 GA2342;SPC TN       -   238,070.      791,040.      MT  (+/- 180 meters Scaled)
 GA2342
 GA2342                          SUPERSEDED SURVEY CONTROL
 GA2342
 GA2342  NGVD 29 (??/??/92)  346.417  (m)         1136.54   (f) ADJ UNCH    2 0
 GA2342
 GA2342.Superseded values are not recommended for survey control.
 GA2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2342.See file dsdata.txt to determine how the superseded data were derived.
 GA2342
 GA2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA429388(NAD 83)
 GA2342_MARKER: DD = SURVEY DISK
 GA2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2342_STAMPING: 627
 GA2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2342+STABILITY: SURFACE MOTION
 GA2342
 GA2342  HISTORY     - Date     Condition        Report By
 GA2342  HISTORY     - UNK      MONUMENTED       TNGS
 GA2342  HISTORY     - 1949     GOOD             NGS
 GA2342  HISTORY     - 1965     GOOD             NGS
 GA2342
 GA2342                          STATION DESCRIPTION
 GA2342
 GA2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2342'13.6 MI W FROM ARTHUR.
 GA2342'13.6 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2342'STATION AT ARTHUR, CLAIBORNE COUNTY, 5.5 MILES WEST OF THE POWELL
 GA2342'VALLEY HIGH SCHOOL, 0.9 MILE EAST OF THE SPEEDWELL CHURCH, 0.6
 GA2342'MILE EAST OF A ROAD CROSSING AT SPEEDWELL, OPPOSITE AN OLD BARN,
 GA2342'45 YARDS WEST OF A 24-INCH CONCRETE CULVERT, AT THE NORTH SIDE
 GA2342'OF THE ROAD, AND 2 FEET FROM A FENCE, STEEL POST WITH CONTROL
 GA2342'MARKER SIGN SET AT MONUMENT.  A STATE SURVEY STANDARD DISK,
 GA2342'STAMPED 627 AND SET IN THE TOP OF A CONCRETE POST.
 GA2342
 GA2342                          STATION RECOVERY (1965)
 GA2342
 GA2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2263 ***********************************************************************
 GA2263  DESIGNATION -  628
 GA2263  PID         -  GA2263
 GA2263  STATE/COUNTY-  TN/UNION
 GA2263  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2263
 GA2263                         *CURRENT SURVEY CONTROL
 GA2263  ___________________________________________________________________
 GA2263* NAD 83(1986)-  36 17 38.     (N)    083 47 14.     (W)     SCALED    
 GA2263* NAVD 88     -       360.007  (meters)    1181.12   (feet)  ADJUSTED  
 GA2263  ___________________________________________________________________
 GA2263  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2263  DYNAMIC HT  -         359.679 (meters)    1180.05  (feet)  COMP
 GA2263  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GA2263
 GA2263  VERT ORDER  -  SECOND    CLASS 0
 GA2263
 GA2263.The horizontal coordinates were scaled from a topographic map and have
 GA2263.an estimated accuracy of +/- 6 seconds.
 GA2263
 GA2263.The orthometric height was determined by differential leveling
 GA2263.and adjusted by the National Geodetic Survey in June 1991..
 GA2263
 GA2263.The geoid height was determined by GEOID03.
 GA2263
 GA2263.The dynamic height is computed by dividing the NAVD 88
 GA2263.geopotential number by the normal gravity value computed on the
 GA2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2263.degrees latitude (g = 980.6199 gals.).
 GA2263
 GA2263.The modeled gravity was interpolated from observed gravity values.
 GA2263
 GA2263;                    North         East    Units  Estimated Accuracy
 GA2263;SPC TN       -   219,770.      798,750.      MT  (+/- 180 meters Scaled)
 GA2263
 GA2263                          SUPERSEDED SURVEY CONTROL
 GA2263
 GA2263  NGVD 29 (??/??/92)  360.090  (m)         1181.40   (f) ADJ UNCH    2 0
 GA2263
 GA2263.Superseded values are not recommended for survey control.
 GA2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2263.See file dsdata.txt to determine how the superseded data were derived.
 GA2263
 GA2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA497201(NAD 83)
 GA2263_MARKER: DD = SURVEY DISK
 GA2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2263_STAMPING: 628
 GA2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2263+STABILITY: SURFACE MOTION
 GA2263
 GA2263  HISTORY     - Date     Condition        Report By
 GA2263  HISTORY     - UNK      MONUMENTED       TNGS
 GA2263  HISTORY     - 1949     GOOD             NGS
 GA2263  HISTORY     - 1966     MARK NOT FOUND   NGS
 GA2263
 GA2263                          STATION DESCRIPTION
 GA2263
 GA2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2263'0.9 MI E FROM ESCO.
 GA2263'0.9 MILE EAST ALONG THE HICKORY VALLEY ROAD FROM THE CROSSROADS
 GA2263'AT ESCO, UNION COUNTY, 2.3 MILES WEST OF THE CHURCH AT ROSE
 GA2263'HILL, AT THE TOP OF THE FIRST HILL EAST OF THE INTERSECTION OF
 GA2263'STATE HIGHWAY 33, 700 FEET SOUTHWEST OF A HOUSE AND STORE, 20
 GA2263'FEET SOUTH OF THE CENTERLINE OF THE ROAD, NEAR A STEEL POST
 GA2263'WITH A CONTROL-MARKER SIGN, AND ABOUT 5 FEET HIGHER THAN THE
 GA2263'ROAD.  A STATE SURVEY STANDARD DISK, STAMPED 628 AND SET IN
 GA2263'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 GA2263
 GA2263                          STATION RECOVERY (1966)
 GA2263
 GA2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2713 ***********************************************************************
 GA2713  DESIGNATION -  63 1
 GA2713  PID         -  GA2713
 GA2713  STATE/COUNTY-  TN/CLAIBORNE
 GA2713  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2713
 GA2713                         *CURRENT SURVEY CONTROL
 GA2713  ___________________________________________________________________
 GA2713* NAD 83(1986)-  36 32 28.     (N)    083 41 05.     (W)     SCALED    
 GA2713* NAVD 88     -       373.848  (meters)    1226.53   (feet)  ADJUSTED  
 GA2713  ___________________________________________________________________
 GA2713  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2713  DYNAMIC HT  -         373.518 (meters)    1225.45  (feet)  COMP
 GA2713  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 GA2713
 GA2713  VERT ORDER  -  SECOND    CLASS 0
 GA2713
 GA2713.The horizontal coordinates were scaled from a topographic map and have
 GA2713.an estimated accuracy of +/- 6 seconds.
 GA2713
 GA2713.The orthometric height was determined by differential leveling
 GA2713.and adjusted by the National Geodetic Survey in June 1991..
 GA2713
 GA2713.The geoid height was determined by GEOID03.
 GA2713
 GA2713.The dynamic height is computed by dividing the NAVD 88
 GA2713.geopotential number by the normal gravity value computed on the
 GA2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2713.degrees latitude (g = 980.6199 gals.).
 GA2713
 GA2713.The modeled gravity was interpolated from observed gravity values.
 GA2713
 GA2713;                    North         East    Units  Estimated Accuracy
 GA2713;SPC TN       -   247,410.      807,300.      MT  (+/- 180 meters Scaled)
 GA2713
 GA2713                          SUPERSEDED SURVEY CONTROL
 GA2713
 GA2713  NGVD 29 (??/??/92)  373.993  (m)         1227.01   (f) ADJ UNCH    2 0
 GA2713
 GA2713.Superseded values are not recommended for survey control.
 GA2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2713.See file dsdata.txt to determine how the superseded data were derived.
 GA2713
 GA2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA596473(NAD 83)
 GA2713_MARKER: DB = BENCH MARK DISK
 GA2713_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA2713_STAMPING: 63 1 1965
 GA2713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2713
 GA2713  HISTORY     - Date     Condition        Report By
 GA2713  HISTORY     - 1965     MONUMENTED       TNHD
 GA2713
 GA2713                          STATION DESCRIPTION
 GA2713
 GA2713'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2713'1.2 MI W FROM ARTHUR.
 GA2713'FROM THE SOUTHERN RAILROAD STATION, IN ARTHUR, GO WESTERLY ON
 GA2713'STATE ROUTE 63 FOR 1.2 MILES TO THE MARK ON THE LEFT, 42.5 FEET
 GA2713'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 23 FEET
 GA2713'SOUTHEAST OF POWER POLE NO. 67, 60 FEET WEST OF A SMALL GRAVELED
 GA2713'ROAD LEADING SOUTH AND SET IN A DRILLED HOLE IN THE TOP OF A ROCK
 GA2713'WITH A GUIDE WIRE LEADING TO POWER POLE NO. 67.  THE MARK IS A
 GA2713'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, STAMPED 63-1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2712 ***********************************************************************
 GA2712  DESIGNATION -  63 2
 GA2712  PID         -  GA2712
 GA2712  STATE/COUNTY-  TN/CLAIBORNE
 GA2712  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2712
 GA2712                         *CURRENT SURVEY CONTROL
 GA2712  ___________________________________________________________________
 GA2712* NAD 83(1986)-  36 31 59.     (N)    083 41 34.     (W)     SCALED    
 GA2712* NAVD 88     -       332.534  (meters)    1090.99   (feet)  ADJUSTED  
 GA2712  ___________________________________________________________________
 GA2712  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA2712  DYNAMIC HT  -         332.239 (meters)    1090.02  (feet)  COMP
 GA2712  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 GA2712
 GA2712  VERT ORDER  -  SECOND    CLASS 0
 GA2712
 GA2712.The horizontal coordinates were scaled from a topographic map and have
 GA2712.an estimated accuracy of +/- 6 seconds.
 GA2712
 GA2712.The orthometric height was determined by differential leveling
 GA2712.and adjusted by the National Geodetic Survey in June 1991..
 GA2712
 GA2712.The geoid height was determined by GEOID03.
 GA2712
 GA2712.The dynamic height is computed by dividing the NAVD 88
 GA2712.geopotential number by the normal gravity value computed on the
 GA2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2712.degrees latitude (g = 980.6199 gals.).
 GA2712
 GA2712.The modeled gravity was interpolated from observed gravity values.
 GA2712
 GA2712;                    North         East    Units  Estimated Accuracy
 GA2712;SPC TN       -   246,500.      806,600.      MT  (+/- 180 meters Scaled)
 GA2712
 GA2712                          SUPERSEDED SURVEY CONTROL
 GA2712
 GA2712  NGVD 29 (??/??/92)  332.678  (m)         1091.46   (f) ADJ UNCH    2 0
 GA2712
 GA2712.Superseded values are not recommended for survey control.
 GA2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2712.See file dsdata.txt to determine how the superseded data were derived.
 GA2712
 GA2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA589464(NAD 83)
 GA2712_MARKER: DB = BENCH MARK DISK
 GA2712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2712_SP_SET: BRIDGE
 GA2712_STAMPING: 63 2 1965
 GA2712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2712
 GA2712  HISTORY     - Date     Condition        Report By
 GA2712  HISTORY     - UNK      MONUMENTED       TNHD
 GA2712  HISTORY     - 1965     GOOD             TNHD
 GA2712
 GA2712                          STATION DESCRIPTION
 GA2712
 GA2712'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2712'2.2 MI W FROM ARTHUR.
 GA2712'FROM THE SOUTHERN RAILROAD STATION IN ARTHUR, GO WESTERLY ON STATE
 GA2712'ROUTE 63 FOR 2.2 MILE TO THE MARK ON THE RIGHT, 11 FEET NORTH OF
 GA2712'THE APPROXIMATE CENTER OF STATE ROUTE 63 AND CEMENTED FLUSH IN A
 GA2712'DRILLED HOLE IN THE TOP OF THE NORTHEAST WING WALL OF THE BRIDGE
 GA2712'OVER GAP CREEK.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2712'DISK, STAMPED 63-2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2354 ***********************************************************************
 GA2354  DESIGNATION -  63 3
 GA2354  PID         -  GA2354
 GA2354  STATE/COUNTY-  TN/CLAIBORNE
 GA2354  USGS QUAD   -  AUSMUS (1980)
 GA2354
 GA2354                         *CURRENT SURVEY CONTROL
 GA2354  ___________________________________________________________________
 GA2354* NAD 83(1986)-  36 29 43.     (N)    083 48 39.     (W)     SCALED    
 GA2354* NAVD 88     -       366.925  (meters)    1203.82   (feet)  ADJUSTED  
 GA2354  ___________________________________________________________________
 GA2354  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GA2354  DYNAMIC HT  -         366.604 (meters)    1202.77  (feet)  COMP
 GA2354  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 GA2354
 GA2354  VERT ORDER  -  SECOND    CLASS 0
 GA2354
 GA2354.The horizontal coordinates were scaled from a topographic map and have
 GA2354.an estimated accuracy of +/- 6 seconds.
 GA2354
 GA2354.The orthometric height was determined by differential leveling
 GA2354.and adjusted by the National Geodetic Survey in June 1991..
 GA2354
 GA2354.The geoid height was determined by GEOID03.
 GA2354
 GA2354.The dynamic height is computed by dividing the NAVD 88
 GA2354.geopotential number by the normal gravity value computed on the
 GA2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2354.degrees latitude (g = 980.6199 gals.).
 GA2354
 GA2354.The modeled gravity was interpolated from observed gravity values.
 GA2354
 GA2354;                    North         East    Units  Estimated Accuracy
 GA2354;SPC TN       -   242,070.      796,130.      MT  (+/- 180 meters Scaled)
 GA2354
 GA2354                          SUPERSEDED SURVEY CONTROL
 GA2354
 GA2354  NGVD 29 (??/??/92)  367.076  (m)         1204.32   (f) ADJ UNCH    2 0
 GA2354
 GA2354.Superseded values are not recommended for survey control.
 GA2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2354.See file dsdata.txt to determine how the superseded data were derived.
 GA2354
 GA2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA482425(NAD 83)
 GA2354_MARKER: DD = SURVEY DISK
 GA2354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2354_SP_SET: BRIDGE
 GA2354_STAMPING: 63-3 1965
 GA2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2354
 GA2354  HISTORY     - Date     Condition        Report By
 GA2354  HISTORY     - 1965     MONUMENTED       TNHD
 GA2354
 GA2354                          STATION DESCRIPTION
 GA2354
 GA2354'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2354'9.9 MI W FROM ARTHUR.
 GA2354'FROM THE SOUTHERN RAILROAD STATION IN ARTHUR, GO WESTERLY ON
 GA2354'STATE ROUTE 63 FOR 9.9 MILES TO THE MARK ON THE LEFT, 1.3 MILES
 GA2354'WEST ALONG STATE ROUTE 63 FROM THE POWELL VALLEY ELEMENTARY
 GA2354'SCHOOL, 10 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GA2354'ROUTE 63, SET IN THE SOUTHEAST SIDE OF A SMALL BRIDGE OVER A
 GA2354'BRANCH, 7 FEET NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE.
 GA2354'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2354'VERTICAL IN A DRILLED HOLE, STAMPED 63-3 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0607 ***********************************************************************
 GB0607  DESIGNATION -  63 4
 GB0607  PID         -  GB0607
 GB0607  STATE/COUNTY-  TN/CAMPBELL
 GB0607  USGS QUAD   -  LA FOLLETTE (1990)
 GB0607
 GB0607                         *CURRENT SURVEY CONTROL
 GB0607  ___________________________________________________________________
 GB0607* NAD 83(1986)-  36 23 17.     (N)    084 06 19.     (W)     SCALED    
 GB0607* NAVD 88     -       339.943  (meters)    1115.30   (feet)  ADJUSTED  
 GB0607  ___________________________________________________________________
 GB0607  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0607  DYNAMIC HT  -         339.637 (meters)    1114.29  (feet)  COMP
 GB0607  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 GB0607
 GB0607  VERT ORDER  -  SECOND    CLASS 0
 GB0607
 GB0607.The horizontal coordinates were scaled from a topographic map and have
 GB0607.an estimated accuracy of +/- 6 seconds.
 GB0607
 GB0607.The orthometric height was determined by differential leveling
 GB0607.and adjusted by the National Geodetic Survey in June 1991..
 GB0607
 GB0607.The geoid height was determined by GEOID03.
 GB0607
 GB0607.The dynamic height is computed by dividing the NAVD 88
 GB0607.geopotential number by the normal gravity value computed on the
 GB0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0607.degrees latitude (g = 980.6199 gals.).
 GB0607
 GB0607.The modeled gravity was interpolated from observed gravity values.
 GB0607
 GB0607;                    North         East    Units  Estimated Accuracy
 GB0607;SPC TN       -   229,620.      769,980.      MT  (+/- 180 meters Scaled)
 GB0607
 GB0607                          SUPERSEDED SURVEY CONTROL
 GB0607
 GB0607  NGVD 29 (??/??/92)  340.051  (m)         1115.65   (f) ADJ UNCH    2 0
 GB0607
 GB0607.Superseded values are not recommended for survey control.
 GB0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0607.See file dsdata.txt to determine how the superseded data were derived.
 GB0607
 GB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF596308(NAD 83)
 GB0607_MARKER: DD = SURVEY DISK
 GB0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0607_STAMPING: 63-4 1965
 GB0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0607+STABILITY: SURFACE MOTION
 GB0607
 GB0607  HISTORY     - Date     Condition        Report By
 GB0607  HISTORY     - 1965     MONUMENTED       TNHD
 GB0607
 GB0607                          STATION DESCRIPTION
 GB0607
 GB0607'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0607'1.1 MI N FROM LA FOLLETTE.
 GB0607'FROM THE LA FOLLETTE JUNION HIGH SCHOOL, GO 1.1 MILES NORTHERLY
 GB0607'ON U.S. HIGHWAY 25W TO THE MARK ON THE RIGHT, 93 FEET SOUTHEAST
 GB0607'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 15 FEET NORTHEAST
 GB0607'OF A DRIVEWAY LEADING SOUTH TO A HOUSE, 7 FEET NORTHEAST OF A
 GB0607'FENCE CORNER, 3 FEET NORTHWEST OF A UTILITY POLE, AND 1.6 FEET
 GB0607'NORTHWEST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GB0607'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0607'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE
 GB0607'DISK IS STAMPED 63-4 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0606 ***********************************************************************
 GB0606  DESIGNATION -  63 5
 GB0606  PID         -  GB0606
 GB0606  STATE/COUNTY-  TN/CAMPBELL
 GB0606  USGS QUAD   -  LA FOLLETTE (1990)
 GB0606
 GB0606                         *CURRENT SURVEY CONTROL
 GB0606  ___________________________________________________________________
 GB0606* NAD 83(1986)-  36 22 56.     (N)    084 07 15.     (W)     SCALED    
 GB0606* NAVD 88     -       323.422  (meters)    1061.09   (feet)  ADJUSTED  
 GB0606  ___________________________________________________________________
 GB0606  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB0606  DYNAMIC HT  -         323.132 (meters)    1060.14  (feet)  COMP
 GB0606  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 GB0606
 GB0606  VERT ORDER  -  SECOND    CLASS 0
 GB0606
 GB0606.The horizontal coordinates were scaled from a topographic map and have
 GB0606.an estimated accuracy of +/- 6 seconds.
 GB0606
 GB0606.The orthometric height was determined by differential leveling
 GB0606.and adjusted by the National Geodetic Survey in June 1991..
 GB0606
 GB0606.The geoid height was determined by GEOID03.
 GB0606
 GB0606.The dynamic height is computed by dividing the NAVD 88
 GB0606.geopotential number by the normal gravity value computed on the
 GB0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0606.degrees latitude (g = 980.6199 gals.).
 GB0606
 GB0606.The modeled gravity was interpolated from observed gravity values.
 GB0606
 GB0606;                    North         East    Units  Estimated Accuracy
 GB0606;SPC TN       -   228,950.      768,600.      MT  (+/- 180 meters Scaled)
 GB0606
 GB0606                          SUPERSEDED SURVEY CONTROL
 GB0606
 GB0606  NGVD 29 (??/??/92)  323.526  (m)         1061.43   (f) ADJ UNCH    2 0
 GB0606
 GB0606.Superseded values are not recommended for survey control.
 GB0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0606.See file dsdata.txt to determine how the superseded data were derived.
 GB0606
 GB0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF582301(NAD 83)
 GB0606_MARKER: DD = SURVEY DISK
 GB0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0606_SP_SET: BRIDGE
 GB0606_STAMPING: 63-5 1965
 GB0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0606
 GB0606  HISTORY     - Date     Condition        Report By
 GB0606  HISTORY     - 1965     MONUMENTED       TNHD
 GB0606
 GB0606                          STATION DESCRIPTION
 GB0606
 GB0606'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0606'0.3 MI N FROM LA FOLLETTE.
 GB0606'FROM THE LA FOLLETTE JUNION HIGH SCHOOL, GO 0.3 MILE NORTHERLY
 GB0606'ON U.S. HIGHWAY 25W TO MARK ON THE LEFT, 42 FEET NORTHWEST OF
 GB0606'THE APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 GB0606'25W, 24 FEET SOUTH OF A POWER POLE AND 5 FEET NORTHWEST OF A
 GB0606'CONCRETE CORNER STONE OF A CONCRETE BRIDGE OVER A STREAM AND
 GB0606'CEMENTED FLUSH IN A DRILLED HOLE ON THE SOUTHWEST END OF THE
 GB0606'BRIDGE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0606'DISK STAMPED 63-5 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2265 ***********************************************************************
 GA2265  DESIGNATION -  630
 GA2265  PID         -  GA2265
 GA2265  STATE/COUNTY-  TN/UNION
 GA2265  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2265
 GA2265                         *CURRENT SURVEY CONTROL
 GA2265  ___________________________________________________________________
 GA2265* NAD 83(1986)-  36 16 20.     (N)    083 49 36.     (W)     SCALED    
 GA2265* NAVD 88     -       346.369  (meters)    1136.38   (feet)  ADJUSTED  
 GA2265  ___________________________________________________________________
 GA2265  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA2265  DYNAMIC HT  -         346.055 (meters)    1135.35  (feet)  COMP
 GA2265  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 GA2265
 GA2265  VERT ORDER  -  SECOND    CLASS 0
 GA2265
 GA2265.The horizontal coordinates were scaled from a topographic map and have
 GA2265.an estimated accuracy of +/- 6 seconds.
 GA2265
 GA2265.The orthometric height was determined by differential leveling
 GA2265.and adjusted by the National Geodetic Survey in June 1991..
 GA2265
 GA2265.The geoid height was determined by GEOID03.
 GA2265
 GA2265.The dynamic height is computed by dividing the NAVD 88
 GA2265.geopotential number by the normal gravity value computed on the
 GA2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2265.degrees latitude (g = 980.6199 gals.).
 GA2265
 GA2265.The modeled gravity was interpolated from observed gravity values.
 GA2265
 GA2265;                    North         East    Units  Estimated Accuracy
 GA2265;SPC TN       -   217,290.      795,260.      MT  (+/- 180 meters Scaled)
 GA2265
 GA2265                          SUPERSEDED SURVEY CONTROL
 GA2265
 GA2265  NGVD 29 (??/??/92)  346.462  (m)         1136.68   (f) ADJ UNCH    2 0
 GA2265
 GA2265.Superseded values are not recommended for survey control.
 GA2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2265.See file dsdata.txt to determine how the superseded data were derived.
 GA2265
 GA2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA460178(NAD 83)
 GA2265_MARKER: DD = SURVEY DISK
 GA2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2265_STAMPING: 630
 GA2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2265+STABILITY: SURFACE MOTION
 GA2265
 GA2265  HISTORY     - Date     Condition        Report By
 GA2265  HISTORY     - UNK      MONUMENTED       TNGS
 GA2265  HISTORY     - 1949     GOOD             NGS
 GA2265
 GA2265                          STATION DESCRIPTION
 GA2265
 GA2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2265'1.9 MI W FROM ESCO.
 GA2265'1.9 MILES WEST ALONG THE HICKORY VALLEY ROAD FROM THE CROSSROADS
 GA2265'AT ESCO, UNION COUNTY, 491 FEET SOUTH OF THE CENTERLINE OF THE
 GA2265'ROAD, IN A ROCKY FARMYARD, 29 FEET SOUTHEAST OF THE SOUTHEAST
 GA2265'CORNER OF AN UNPAINTED DOUBLE SHACK, 7.6 FEET NORTH OF A CEDAR
 GA2265'TREE, AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A STATE
 GA2265'SURVEY STANDARD DISK, STAMPED 630 AND SET IN THE TOP OF A
 GA2265'CONCRETE POST PROJECTING 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0218 ***********************************************************************
 GC0218  DESIGNATION -  630 3
 GC0218  PID         -  GC0218
 GC0218  STATE/COUNTY-  TN/TROUSDALE
 GC0218  USGS QUAD   -  HARTSVILLE (1994)
 GC0218
 GC0218                         *CURRENT SURVEY CONTROL
 GC0218  ___________________________________________________________________
 GC0218* NAD 83(1986)-  36 23 34.     (N)    086 13 53.     (W)     SCALED    
 GC0218* NAVD 88     -       191.969  (meters)     629.82   (feet)  ADJUSTED  
 GC0218  ___________________________________________________________________
 GC0218  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0218  DYNAMIC HT  -         191.812 (meters)     629.30  (feet)  COMP
 GC0218  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 GC0218
 GC0218  VERT ORDER  -  SECOND    CLASS 0
 GC0218
 GC0218.The horizontal coordinates were scaled from a topographic map and have
 GC0218.an estimated accuracy of +/- 6 seconds.
 GC0218
 GC0218.The orthometric height was determined by differential leveling
 GC0218.and adjusted by the National Geodetic Survey in June 1991..
 GC0218
 GC0218.The geoid height was determined by GEOID03.
 GC0218
 GC0218.The dynamic height is computed by dividing the NAVD 88
 GC0218.geopotential number by the normal gravity value computed on the
 GC0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0218.degrees latitude (g = 980.6199 gals.).
 GC0218
 GC0218.The modeled gravity was interpolated from observed gravity values.
 GC0218
 GC0218;                    North         East    Units  Estimated Accuracy
 GC0218;SPC TN       -   228,520.      579,240.      MT  (+/- 180 meters Scaled)
 GC0218
 GC0218                          SUPERSEDED SURVEY CONTROL
 GC0218
 GC0218  NGVD 29 (??/??/92)  192.035  (m)          630.03   (f) ADJ UNCH    2 0
 GC0218
 GC0218.Superseded values are not recommended for survey control.
 GC0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0218.See file dsdata.txt to determine how the superseded data were derived.
 GC0218
 GC0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF689277(NAD 83)
 GC0218_MARKER: N = NAIL
 GC0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0218_SP_SET: SEMAPHORE TREE
 GC0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0218
 GC0218  HISTORY     - Date     Condition        Report By
 GC0218  HISTORY     - UNK      MONUMENTED       USGS
 GC0218  HISTORY     - 1935     GOOD             NGS
 GC0218  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0218
 GC0218                          STATION DESCRIPTION
 GC0218
 GC0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0218'4.5 MI W FROM HARTSVILLE.
 GC0218'4.5 MILES WEST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0218'HARTSVILLE, TROUSDALE COUNTY, 14.6 FEET NORTH OF THE CENTERLINE
 GC0218'OF THE HIGHWAY, 6 FEET SOUTH OF A FENCE, IN THE SOUTH BASE OF A
 GC0218'36-INCH SYCAMORE TREE, AND LEVEL WITH THE HIGHWAY.  A UNITED
 GC0218'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 GC0218
 GC0218                          STATION RECOVERY (2001)
 GC0218
 GC0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0218'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0218' 
 GC0218' 
 GC0218'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2267 ***********************************************************************
 GA2267  DESIGNATION -  631
 GA2267  PID         -  GA2267
 GA2267  STATE/COUNTY-  TN/UNION
 GA2267  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2267
 GA2267                         *CURRENT SURVEY CONTROL
 GA2267  ___________________________________________________________________
 GA2267* NAD 83(1986)-  36 15 28.     (N)    083 51 38.     (W)     SCALED    
 GA2267* NAVD 88     -       392.042  (meters)    1286.22   (feet)  ADJUSTED  
 GA2267  ___________________________________________________________________
 GA2267  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA2267  DYNAMIC HT  -         391.688 (meters)    1285.06  (feet)  COMP
 GA2267  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GA2267
 GA2267  VERT ORDER  -  SECOND    CLASS 0
 GA2267
 GA2267.The horizontal coordinates were scaled from a topographic map and have
 GA2267.an estimated accuracy of +/- 6 seconds.
 GA2267
 GA2267.The orthometric height was determined by differential leveling
 GA2267.and adjusted by the National Geodetic Survey in June 1991..
 GA2267
 GA2267.The geoid height was determined by GEOID03.
 GA2267
 GA2267.The dynamic height is computed by dividing the NAVD 88
 GA2267.geopotential number by the normal gravity value computed on the
 GA2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2267.degrees latitude (g = 980.6199 gals.).
 GA2267
 GA2267.The modeled gravity was interpolated from observed gravity values.
 GA2267
 GA2267;                    North         East    Units  Estimated Accuracy
 GA2267;SPC TN       -   215,620.      792,250.      MT  (+/- 180 meters Scaled)
 GA2267
 GA2267                          SUPERSEDED SURVEY CONTROL
 GA2267
 GA2267  NGVD 29 (??/??/92)  392.140  (m)         1286.55   (f) ADJ UNCH    2 0
 GA2267
 GA2267.Superseded values are not recommended for survey control.
 GA2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2267.See file dsdata.txt to determine how the superseded data were derived.
 GA2267
 GA2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA429163(NAD 83)
 GA2267_MARKER: DD = SURVEY DISK
 GA2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2267_STAMPING: 631
 GA2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2267+STABILITY: SURFACE MOTION
 GA2267
 GA2267  HISTORY     - Date     Condition        Report By
 GA2267  HISTORY     - UNK      MONUMENTED       TNGS
 GA2267  HISTORY     - 1949     GOOD             NGS
 GA2267
 GA2267                          STATION DESCRIPTION
 GA2267
 GA2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2267'4.1 MI W FROM ESCO.
 GA2267'4.1 MILES WEST ALONG THE HICKORY VALLEY ROAD FROM THE CROSSROADS
 GA2267'AT ESCO, UNION COUNTY, 600 FEET WEST OF A BARN, 274 FEET NORTH
 GA2267'OF THE CENTERLINE OF THE ROAD, ON THE HIGHEST POINT OF A BROAD
 GA2267'RIDGE, 4 FEET EAST OF THE DELLA BELLER-ROBERT SMITH PROPERTY
 GA2267'LINE, AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A STATE
 GA2267'SURVEY STANDARD DISK, STAMPED 631 AND SET IN THE TOP OF A CONCRETE
 GA2267'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2269 ***********************************************************************
 GA2269  DESIGNATION -  632
 GA2269  PID         -  GA2269
 GA2269  STATE/COUNTY-  TN/UNION
 GA2269  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2269
 GA2269                         *CURRENT SURVEY CONTROL
 GA2269  ___________________________________________________________________
 GA2269* NAD 83(1986)-  36 14 38.     (N)    083 53 10.     (W)     SCALED    
 GA2269* NAVD 88     -       381.714  (meters)    1252.34   (feet)  ADJUSTED  
 GA2269  ___________________________________________________________________
 GA2269  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA2269  DYNAMIC HT  -         381.367 (meters)    1251.20  (feet)  COMP
 GA2269  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 GA2269
 GA2269  VERT ORDER  -  SECOND    CLASS 0
 GA2269
 GA2269.The horizontal coordinates were scaled from a topographic map and have
 GA2269.an estimated accuracy of +/- 6 seconds.
 GA2269
 GA2269.The orthometric height was determined by differential leveling
 GA2269.and adjusted by the National Geodetic Survey in June 1991..
 GA2269
 GA2269.The geoid height was determined by GEOID03.
 GA2269
 GA2269.The dynamic height is computed by dividing the NAVD 88
 GA2269.geopotential number by the normal gravity value computed on the
 GA2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2269.degrees latitude (g = 980.6199 gals.).
 GA2269
 GA2269.The modeled gravity was interpolated from observed gravity values.
 GA2269
 GA2269;                    North         East    Units  Estimated Accuracy
 GA2269;SPC TN       -   214,030.      789,990.      MT  (+/- 180 meters Scaled)
 GA2269
 GA2269                          SUPERSEDED SURVEY CONTROL
 GA2269
 GA2269  NGVD 29 (??/??/92)  381.814  (m)         1252.67   (f) ADJ UNCH    2 0
 GA2269
 GA2269.Superseded values are not recommended for survey control.
 GA2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2269.See file dsdata.txt to determine how the superseded data were derived.
 GA2269
 GA2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA406148(NAD 83)
 GA2269_MARKER: DD = SURVEY DISK
 GA2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2269_STAMPING: 632
 GA2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2269+STABILITY: SURFACE MOTION
 GA2269
 GA2269  HISTORY     - Date     Condition        Report By
 GA2269  HISTORY     - UNK      MONUMENTED       TNGS
 GA2269  HISTORY     - 1936     GOOD             TVA
 GA2269
 GA2269                          STATION DESCRIPTION
 GA2269
 GA2269'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2269'2.4 MI E FROM NEW LOYSTON.
 GA2269'2.4 MILES EAST ALONG THE HICKORY VALLEY ROAD FROM VALLEY GROVE
 GA2269'CHURCH AT NEW LOYSTON, UNION COUNTY, EAST OF AN OLD FARMHOUSE,
 GA2269'750 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A
 GA2269'PRIVATE PROPERTY LINE, AND AT A LONE CEDAR TREE.  A STATE SURVEY
 GA2269'STANDARD DISK, STAMPED 632 AND SET IN THE TOP OF A CONCRETE
 GA2269'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0432 ***********************************************************************
 GC0432  DESIGNATION -  634.8
 GC0432  PID         -  GC0432
 GC0432  STATE/COUNTY-  TN/DAVIDSON
 GC0432  USGS QUAD   -  WHITES CREEK (1994)
 GC0432
 GC0432                         *CURRENT SURVEY CONTROL
 GC0432  ___________________________________________________________________
 GC0432* NAD 83(1986)-  36 22 20.     (N)    086 45 34.     (W)     SCALED    
 GC0432* NAVD 88     -       193.174  (meters)     633.77   (feet)  ADJUSTED  
 GC0432  ___________________________________________________________________
 GC0432  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0432  DYNAMIC HT  -         193.009 (meters)     633.23  (feet)  COMP
 GC0432  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GC0432
 GC0432  VERT ORDER  -  SECOND    CLASS 0
 GC0432
 GC0432.The horizontal coordinates were scaled from a topographic map and have
 GC0432.an estimated accuracy of +/- 6 seconds.
 GC0432
 GC0432.The orthometric height was determined by differential leveling
 GC0432.and adjusted by the National Geodetic Survey in June 1991..
 GC0432
 GC0432.The geoid height was determined by GEOID03.
 GC0432
 GC0432.The dynamic height is computed by dividing the NAVD 88
 GC0432.geopotential number by the normal gravity value computed on the
 GC0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0432.degrees latitude (g = 980.6199 gals.).
 GC0432
 GC0432.The modeled gravity was interpolated from observed gravity values.
 GC0432
 GC0432;                    North         East    Units  Estimated Accuracy
 GC0432;SPC TN       -   226,480.      531,850.      MT  (+/- 180 meters Scaled)
 GC0432
 GC0432                          SUPERSEDED SURVEY CONTROL
 GC0432
 GC0432  NGVD 29 (??/??/92)  193.220  (m)          633.92   (f) ADJ UNCH    2 0
 GC0432
 GC0432.Superseded values are not recommended for survey control.
 GC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0432.See file dsdata.txt to determine how the superseded data were derived.
 GC0432
 GC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF215252(NAD 83)
 GC0432_MARKER: DD = SURVEY DISK
 GC0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0432_SP_SET: CURB
 GC0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0432
 GC0432  HISTORY     - Date     Condition        Report By
 GC0432  HISTORY     - UNK      MONUMENTED       USGS
 GC0432  HISTORY     - 1935     GOOD             NGS
 GC0432
 GC0432                          STATION DESCRIPTION
 GC0432
 GC0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC0432'0.1 MI E FROM BAKERS SIDING.
 GC0432'0.1 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0432'BAKERS SIDING, DAVIDSON COUNTY, AT A GRAVEL ROAD CROSSING,
 GC0432'43 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.9 FEET EAST
 GC0432'OF THE EAST RAIL, ON THE TOP OF A CONCRETE CURB, AND 0.3 FOOT
 GC0432'ABOVE THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2596 ***********************************************************************
 AJ2596  DESIGNATION -  64
 AJ2596  PID         -  AJ2596
 AJ2596  STATE/COUNTY-  TN/SHELBY
 AJ2596  USGS QUAD   -  ELLENDALE (1993)
 AJ2596
 AJ2596                         *CURRENT SURVEY CONTROL
 AJ2596  ___________________________________________________________________
 AJ2596* NAD 83(1995)-  35 13 42.80659(N)    089 46 18.41895(W)     ADJUSTED  
 AJ2596* NAVD 88     -       115.78   (meters)     379.9    (feet)  LEVELING  
 AJ2596  ___________________________________________________________________
 AJ2596  X           -      20,775.645 (meters)                     COMP
 AJ2596  Y           -  -5,215,872.232 (meters)                     COMP
 AJ2596  Z           -   3,658,659.879 (meters)                     COMP
 AJ2596  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ2596  ELLIP HEIGHT-          88.39  (meters)          (04/26/01) GPS OBS
 AJ2596  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ2596
 AJ2596  HORZ ORDER  -  FIRST
 AJ2596  VERT ORDER  -  THIRD ?
 AJ2596  ELLP ORDER  -  FOURTH    CLASS I
 AJ2596
 AJ2596.The horizontal coordinates were established by GPS observations
 AJ2596.and adjusted by the National Geodetic Survey in April 2001..
 AJ2596
 AJ2596.The orthometric height was determined by differential leveling.
 AJ2596.The vertical network tie was performed by a horz. field party for horz.
 AJ2596.obs reductions. Reset procedures were used to establish the elevation.
 AJ2596
 AJ2596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2596
 AJ2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2596
 AJ2596.The ellipsoidal height was determined by GPS observations
 AJ2596.and is referenced to NAD 83.
 AJ2596
 AJ2596.The geoid height was determined by GEOID03.
 AJ2596
 AJ2596;                    North         East     Units Scale Factor Converg.
 AJ2596;SPC TN       -   105,941.241   256,724.659   MT  1.00000385   -2 12 29.3
 AJ2596;SPC TN       -   347,575.55    842,270.82   sFT  1.00000385   -2 12 29.3
 AJ2596;UTM  16      - 3,901,911.009   247,742.340   MT  1.00038430   -1 35 59.0
 AJ2596
 AJ2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2596!SPC TN       -   0.99998613  x   1.00000385  =   0.99998998
 AJ2596!UTM  16      -   0.99998613  x   1.00038430  =   1.00037042
 AJ2596
 AJ2596                          SUPERSEDED SURVEY CONTROL
 AJ2596
 AJ2596.No superseded survey control is available for this station.
 AJ2596
 AJ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4774201911(NAD 83)
 AJ2596_MARKER: DD = SURVEY DISK
 AJ2596_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2596+WITH SETTING: INFORMATION.
 AJ2596_STAMPING: 064
 AJ2596_MARK LOGO: MLGW  
 AJ2596_PROJECTION: FLUSH
 AJ2596_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2596+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 AJ2596_ROD/PIPE-DEPTH:  0.8 meters
 AJ2596
 AJ2596  HISTORY     - Date     Condition        Report By
 AJ2596  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2596  HISTORY     - 20030501 GOOD             TN1620
 AJ2596  HISTORY     - 20030507 GOOD             TN1620
 AJ2596
 AJ2596                          STATION DESCRIPTION
 AJ2596
 AJ2596'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2596'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF SHELBY COUNTY
 AJ2596'APPROXIMATELY 0.30 MILES (0.48 KM) NORTHEAST OF CITY OF BARTLETT CITY
 AJ2596'LIMITS.
 AJ2596'TO REACH THE STATION FROM THE INTERSECTION OF DAVIES PLANTATION ROAD
 AJ2596'AND BRUNSWICK ROAD, PROCEED NORTH ON BRUNSWICK ROAD APPROXIMATELY 0.45
 AJ2596'MILES (0.72 KM) TO BERLINWOOD DRIVE.  THE STATION IS ON THE RIGHT.
 AJ2596'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2596'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2596'A DETPH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHEAST CORNER
 AJ2596'OF BRUNSWICK ROAD AND BERLINWOOD DRIVE, 101.40 FEET (30.91 M)
 AJ2596'SOUTHEAST OF A WOOD POWER POLE NO.  157764, 70.00 FEET (21.34 M)
 AJ2596'NORTHEAST OF A WOOD POWER POLE NO 210254, 33.00 FEET (10.06 M) EAST OF
 AJ2596'THE CENTERLINE OF BRUNSWICK ROAD, 28.00 FEET (8.53 M) NORTH OF THE
 AJ2596'CENTERLINE OF BERLINWOOD ROAD, 4.30 FEET (1.31 M) NORTHEAST OF A
 AJ2596'STREET SIGN.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2596
 AJ2596                          STATION RECOVERY (2003)
 AJ2596
 AJ2596'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2596'RECOVERED IN GOOD CONDITION.
 AJ2596
 AJ2596                          STATION RECOVERY (2003)
 AJ2596
 AJ2596'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0486 ***********************************************************************
 FD0486  DESIGNATION -  648
 FD0486  PID         -  FD0486
 FD0486  STATE/COUNTY-  TN/WILLIAMSON
 FD0486  USGS QUAD   -  FRANKLIN (1981)
 FD0486
 FD0486                         *CURRENT SURVEY CONTROL
 FD0486  ___________________________________________________________________
 FD0486* NAD 83(1986)-  35 55 29.     (N)    086 52 06.     (W)     SCALED    
 FD0486* NAVD 88     -       197.077  (meters)     646.58   (feet)  ADJUSTED  
 FD0486  ___________________________________________________________________
 FD0486  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0486  DYNAMIC HT  -         196.904 (meters)     646.01  (feet)  COMP
 FD0486  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0486
 FD0486  VERT ORDER  -  FIRST     CLASS II
 FD0486
 FD0486.The horizontal coordinates were scaled from a topographic map and have
 FD0486.an estimated accuracy of +/- 6 seconds.
 FD0486
 FD0486.The orthometric height was determined by differential leveling
 FD0486.and adjusted by the National Geodetic Survey in June 1991..
 FD0486.WARNING-Repeat measurements at this control monument indicate possible
 FD0486.vertical movement.
 FD0486
 FD0486.The geoid height was determined by GEOID03.
 FD0486
 FD0486.The dynamic height is computed by dividing the NAVD 88
 FD0486.geopotential number by the normal gravity value computed on the
 FD0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0486.degrees latitude (g = 980.6199 gals.).
 FD0486
 FD0486.The modeled gravity was interpolated from observed gravity values.
 FD0486
 FD0486;                    North         East    Units  Estimated Accuracy
 FD0486;SPC TN       -   176,910.      521,640.      MT  (+/- 180 meters Scaled)
 FD0486
 FD0486                          SUPERSEDED SURVEY CONTROL
 FD0486
 FD0486  NGVD 29 (??/??/92)  197.055  (m)          646.50   (f) ADJ UNCH    1 2
 FD0486
 FD0486.Superseded values are not recommended for survey control.
 FD0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0486.See file dsdata.txt to determine how the superseded data were derived.
 FD0486
 FD0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE118756(NAD 83)
 FD0486_MARKER: DD = SURVEY DISK
 FD0486_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FD0486_STAMPING: 648 NASHVILLE 1899
 FD0486_MARK LOGO: USGS  
 FD0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0486+STABILITY: POSITION/ELEVATION WELL
 FD0486
 FD0486  HISTORY     - Date     Condition        Report By
 FD0486  HISTORY     - 1899     MONUMENTED       USGS
 FD0486  HISTORY     - 1960     GOOD             NGS
 FD0486  HISTORY     - 1984     GOOD             NGS
 FD0486
 FD0486                          STATION DESCRIPTION
 FD0486
 FD0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0486'AT FRANKLIN.
 FD0486'ORIGINAL DESCRIPTION-- AT FRANKLIN, WILLIAMSON COUNTY, AT THE
 FD0486'COUNTY COURTHOUSE, MIDWAY BETWEEN THE FRONT ENTRANCE AND THE NORTH
 FD0486'CORNER OF THE BUILDING, AND IN THE TOP COURSE OF THE MASONRY
 FD0486'FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FD0486'STAMPED 648 NASHVILLE 1899 AND SET VERTICALLY.
 FD0486
 FD0486                          STATION RECOVERY (1984)
 FD0486
 FD0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0486'RECOVERED IN GOOD CONDITION.
 FD0486'THE MARK IS 0.61 M ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2597 ***********************************************************************
 AJ2597  DESIGNATION -  65
 AJ2597  PID         -  AJ2597
 AJ2597  STATE/COUNTY-  TN/SHELBY
 AJ2597  USGS QUAD   -  EADS (1983)
 AJ2597
 AJ2597                         *CURRENT SURVEY CONTROL
 AJ2597  ___________________________________________________________________
 AJ2597* NAD 83(1995)-  35 13 36.47530(N)    089 43 54.37390(W)     ADJUSTED  
 AJ2597* NAVD 88     -       115.7    (meters)     380.     (feet)  GPS OBS   
 AJ2597  ___________________________________________________________________
 AJ2597  X           -      24,418.671 (meters)                     COMP
 AJ2597  Y           -  -5,215,968.911 (meters)                     COMP
 AJ2597  Z           -   3,658,500.429 (meters)                     COMP
 AJ2597  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AJ2597  ELLIP HEIGHT-          88.28  (meters)          (04/26/01) GPS OBS
 AJ2597  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ2597
 AJ2597  HORZ ORDER  -  FIRST
 AJ2597  ELLP ORDER  -  FOURTH    CLASS I
 AJ2597
 AJ2597.The horizontal coordinates were established by GPS observations
 AJ2597.and adjusted by the National Geodetic Survey in April 2001..
 AJ2597
 AJ2597.The orthometric height was determined by GPS observations and a
 AJ2597.high-resolution geoid model.
 AJ2597
 AJ2597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2597
 AJ2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2597
 AJ2597.The ellipsoidal height was determined by GPS observations
 AJ2597.and is referenced to NAD 83.
 AJ2597
 AJ2597.The geoid height was determined by GEOID03.
 AJ2597
 AJ2597;                    North         East     Units Scale Factor Converg.
 AJ2597;SPC TN       -   105,606.663   260,357.042   MT  1.00000418   -2 11 05.0
 AJ2597;SPC TN       -   346,477.86    854,188.06   sFT  1.00000418   -2 11 05.0
 AJ2597;UTM  16      - 3,901,614.905   251,379.412   MT  1.00036184   -1 34 35.5
 AJ2597
 AJ2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2597!SPC TN       -   0.99998614  x   1.00000418  =   0.99999032
 AJ2597!UTM  16      -   0.99998614  x   1.00036184  =   1.00034798
 AJ2597
 AJ2597                          SUPERSEDED SURVEY CONTROL
 AJ2597
 AJ2597.No superseded survey control is available for this station.
 AJ2597
 AJ2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5137901615(NAD 83)
 AJ2597_MARKER: DD = SURVEY DISK
 AJ2597_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2597+WITH SETTING: INFORMATION.
 AJ2597_STAMPING: 065
 AJ2597_MARK LOGO: MLGW  
 AJ2597_PROJECTION: FLUSH
 AJ2597_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2597+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 AJ2597_ROD/PIPE-DEPTH:  0.8 meters
 AJ2597
 AJ2597  HISTORY     - Date     Condition        Report By
 AJ2597  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2597  HISTORY     - 20030501 GOOD             TN1620
 AJ2597
 AJ2597                          STATION DESCRIPTION
 AJ2597
 AJ2597'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2597'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF SHELBY COUNTY IN
 AJ2597'ARLINGTON TENNESSEE APPROXIMATELY 0.25 MILES (0.40 KM) SOUTHWEST OF
 AJ2597'GARNER LAKE.
 AJ2597'TO REACH THE STATION FROM THE INTERSECTION OF CANADA ROAD AND
 AJ2597'INTERSTATE 40 (I-40) , PROCEED NORTH ON CANADA ROAD FOR APPROXIMATELY
 AJ2597'0.10 MILES (0.16 KM) TO HUFF N PUFF-SEED TICK ROAD, TURN RIGHT AND GO
 AJ2597'NORTHEAST ON HUFF N PUFF ROAD FOR 0.38 MILES (0.61 KM) TO THE STATION
 AJ2597'ON THE RIGHT.
 AJ2597'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2597'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2597'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 124.40 FEET (37.92 M)
 AJ2597'WEST OF A WOOD POWER POLE NO.  273089, 45.00 FEET (13.72 M) EAST OF A
 AJ2597'WOOD POWER POLE NO.  216758, 31.00 FEET (9.45 M) EAST OF A SIGN MARKED
 AJ2597'BEGIN SEED TICK ROAD, 23.30 FEET (7.10 M) SOUTH OF THE CENTERLINE OF
 AJ2597'SEED TICK ROAD, 10.70 FEET (3.26 M) NORTH OF A I-40 RIGHT-OF-WAY
 AJ2597'FENCE.  THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE
 AJ2597'STATION AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2597
 AJ2597                          STATION RECOVERY (2003)
 AJ2597
 AJ2597'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0886 ***********************************************************************
 GB0886  DESIGNATION -  65 4 17
 GB0886  PID         -  GB0886
 GB0886  STATE/COUNTY-  TN/MORGAN
 GB0886  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0886
 GB0886                         *CURRENT SURVEY CONTROL
 GB0886  ___________________________________________________________________
 GB0886* NAD 83(1986)-  36 13 39.     (N)    084 39 57.     (W)     SCALED    
 GB0886* NAVD 88     -       434.616  (meters)    1425.90   (feet)  ADJUSTED  
 GB0886  ___________________________________________________________________
 GB0886  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GB0886  DYNAMIC HT  -         434.235 (meters)    1424.65  (feet)  COMP
 GB0886  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 GB0886
 GB0886  VERT ORDER  -  FIRST     CLASS I
 GB0886
 GB0886.The horizontal coordinates were scaled from a topographic map and have
 GB0886.an estimated accuracy of +/- 6 seconds.
 GB0886
 GB0886.The orthometric height was determined by differential leveling
 GB0886.and adjusted by the National Geodetic Survey in June 1991..
 GB0886
 GB0886.The geoid height was determined by GEOID03.
 GB0886
 GB0886.The dynamic height is computed by dividing the NAVD 88
 GB0886.geopotential number by the normal gravity value computed on the
 GB0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0886.degrees latitude (g = 980.6199 gals.).
 GB0886
 GB0886.The modeled gravity was interpolated from observed gravity values.
 GB0886
 GB0886;                    North         East    Units  Estimated Accuracy
 GB0886;SPC TN       -   210,980.      719,940.      MT  (+/- 180 meters Scaled)
 GB0886
 GB0886                          SUPERSEDED SURVEY CONTROL
 GB0886
 GB0886  NGVD 29 (??/??/92)  434.720  (m)         1426.24   (f) ADJ UNCH    1 1
 GB0886
 GB0886.Superseded values are not recommended for survey control.
 GB0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0886.See file dsdata.txt to determine how the superseded data were derived.
 GB0886
 GB0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF097117(NAD 83)
 GB0886_MARKER: DD = SURVEY DISK
 GB0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0886_STAMPING: 65 4 17
 GB0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0886+STABILITY: SURFACE MOTION
 GB0886
 GB0886  HISTORY     - Date     Condition        Report By
 GB0886  HISTORY     - UNK      MONUMENTED       TNDG
 GB0886  HISTORY     - 1968     GOOD             NGS
 GB0886
 GB0886                          STATION DESCRIPTION
 GB0886
 GB0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0886'1.2 MI S FROM SUNBRIGHT.
 GB0886'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0886'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0886'SOUTHERN RAILWAY, THENCE 0.8 MILE SOUTH ALONG THE MAIN TRACK, ON
 GB0886'THE CREST OF THE SOUTH BANK OF A CUT FOR THE RAILROAD, 0.2
 GB0886'MILE NORTH OF MILEPOST 233, 52 1/2 FEET EAST OF THE EAST RAIL, 13
 GB0886'FEET WEST OF A FENCE, 84 FEET SOUTHEAST OF TELEPHONE POLE NUMBER G44,
 GB0886'49 FEET NORTHWEST OF A TELEPHONE POLE, 0.5 FOOT WEST OF A METAL
 GB0886'WITNESS POST, ABOUT 13 FEET ABOVE THE LEVEL OF THE TRACK, AND A
 GB0886'TENNESSEE DIVISION OF GEOLOGY DISK SET IN THE TOP OF A CONCRETE
 GB0886'POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0890 ***********************************************************************
 GB0890  DESIGNATION -  65 4 19
 GB0890  PID         -  GB0890
 GB0890  STATE/COUNTY-  TN/MORGAN
 GB0890  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0890
 GB0890                         *CURRENT SURVEY CONTROL
 GB0890  ___________________________________________________________________
 GB0890* NAD 83(1986)-  36 14 35.     (N)    084 40 14.     (W)     SCALED    
 GB0890* NAVD 88     -       398.497  (meters)    1307.40   (feet)  ADJUSTED  
 GB0890  ___________________________________________________________________
 GB0890  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0890  DYNAMIC HT  -         398.148 (meters)    1306.26  (feet)  COMP
 GB0890  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 GB0890
 GB0890  VERT ORDER  -  FIRST     CLASS II
 GB0890
 GB0890.The horizontal coordinates were scaled from a topographic map and have
 GB0890.an estimated accuracy of +/- 6 seconds.
 GB0890
 GB0890.The orthometric height was determined by differential leveling
 GB0890.and adjusted by the National Geodetic Survey in June 1991..
 GB0890
 GB0890.The geoid height was determined by GEOID03.
 GB0890
 GB0890.The dynamic height is computed by dividing the NAVD 88
 GB0890.geopotential number by the normal gravity value computed on the
 GB0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0890.degrees latitude (g = 980.6199 gals.).
 GB0890
 GB0890.The modeled gravity was interpolated from observed gravity values.
 GB0890
 GB0890;                    North         East    Units  Estimated Accuracy
 GB0890;SPC TN       -   212,700.      719,490.      MT  (+/- 180 meters Scaled)
 GB0890
 GB0890                          SUPERSEDED SURVEY CONTROL
 GB0890
 GB0890  NGVD 29 (??/??/92)  398.606  (m)         1307.76   (f) ADJ UNCH    1 2
 GB0890
 GB0890.Superseded values are not recommended for survey control.
 GB0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0890.See file dsdata.txt to determine how the superseded data were derived.
 GB0890
 GB0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF093134(NAD 83)
 GB0890_MARKER: DD = SURVEY DISK
 GB0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0890_STAMPING: 65 4 19
 GB0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0890+STABILITY: SURFACE MOTION
 GB0890
 GB0890  HISTORY     - Date     Condition        Report By
 GB0890  HISTORY     - UNK      MONUMENTED       TNDG
 GB0890  HISTORY     - 1950     GOOD             NGS
 GB0890  HISTORY     - 1968     MARK NOT FOUND   TNDG
 GB0890
 GB0890                          STATION DESCRIPTION
 GB0890
 GB0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0890'AT SUNBRIGHT.
 GB0890'AT SUNBRIGHT, AT THE INTERSECTION OF U.S. HIGHWAY 27 AND AN
 GB0890'EAST-WEST STREET AND TRAFFIC LIGHT, 92 FEET NORTHWEST AND ACROSS
 GB0890'THE STREET FROM THE NORTHWEST CORNER OF DOCTOR JONES STORE
 GB0890'BUILDING AND POST OFFICE, 30 FEET EAST OF THE CENTER LINE OF THE
 GB0890'HIGHWAY, 5 1/2 FEET WEST-NORTHWEST OF THE WEST END OF THE NORTH
 GB0890'HEAD WALL OF A CONCRETE BRIDGE OVER A CREEK, 4 FEET SOUTHEAST OF
 GB0890'A STOP SIGN, 77 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 GB0890'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING HOUSING
 GB0890'INTERNATIONAL HARVESTER MACHINERY SHOP, 1/2 FOOT SOUTH OF A
 GB0890'T.V.A. STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GB0890'PROJECTING 2 INCHES.
 GB0890
 GB0890                          STATION RECOVERY (1968)
 GB0890
 GB0890'RECOVERY NOTE BY TENNESSEE DIVISION OF GEOLOGY 1968
 GB0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0518 ***********************************************************************
 FE0518  DESIGNATION -  65 43 3
 FE0518  PID         -  FE0518
 FE0518  STATE/COUNTY-  TN/MCNAIRY
 FE0518  USGS QUAD   -  MASSEYVILLE (1961)
 FE0518
 FE0518                         *CURRENT SURVEY CONTROL
 FE0518  ___________________________________________________________________
 FE0518* NAD 83(1986)-  35 17 32.     (N)    088 38 07.     (W)     SCALED    
 FE0518* NAVD 88     -       145.553  (meters)     477.54   (feet)  ADJUSTED  
 FE0518  ___________________________________________________________________
 FE0518  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE0518  DYNAMIC HT  -         145.419 (meters)     477.10  (feet)  COMP
 FE0518  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FE0518
 FE0518  VERT ORDER  -  FIRST     CLASS II
 FE0518
 FE0518.The horizontal coordinates were scaled from a topographic map and have
 FE0518.an estimated accuracy of +/- 6 seconds.
 FE0518
 FE0518.The orthometric height was determined by differential leveling
 FE0518.and adjusted by the National Geodetic Survey in June 1991..
 FE0518
 FE0518.The geoid height was determined by GEOID03.
 FE0518
 FE0518.The dynamic height is computed by dividing the NAVD 88
 FE0518.geopotential number by the normal gravity value computed on the
 FE0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0518.degrees latitude (g = 980.6199 gals.).
 FE0518
 FE0518.The modeled gravity was interpolated from observed gravity values.
 FE0518
 FE0518;                    North         East    Units  Estimated Accuracy
 FE0518;SPC TN       -   109,620.      360,320.      MT  (+/- 180 meters Scaled)
 FE0518
 FE0518                          SUPERSEDED SURVEY CONTROL
 FE0518
 FE0518  NGVD 29 (??/??/??)  145.558  (m)          477.55   (f) ADJUSTED    1 2
 FE0518
 FE0518.Superseded values are not recommended for survey control.
 FE0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0518.See file dsdata.txt to determine how the superseded data were derived.
 FE0518
 FE0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE513066(NAD 83)
 FE0518_MARKER: DD = SURVEY DISK
 FE0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0518_STAMPING: 65 43 3
 FE0518_MARK LOGO: TNDG  
 FE0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0518+STABILITY: SURFACE MOTION
 FE0518
 FE0518  HISTORY     - Date     Condition        Report By
 FE0518  HISTORY     - UNK      MONUMENTED       TNDG
 FE0518  HISTORY     - 1948     GOOD             CGS
 FE0518  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0518
 FE0518                          STATION DESCRIPTION
 FE0518
 FE0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0518'1.6 MI S FROM MCNAIRY.
 FE0518'ABOUT 1.55 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0518'FROM THE STATION AT MCNAIRY , ABOUT 0.35 MILE NORTH OF MILE POST
 FE0518'357, 135 FEET WEST OF THE WEST RAIL, 31 FEET EAST OF THE CENTER
 FE0518'LINE OF U.S. HIGHWAY 45, 1.5 FEET WEST OF TELEPHONE POLE 3807,
 FE0518'110 YARDS SOUTH OF A 3-FOOT CONCRETE CULVERT UNDER HIGHWAY 45,
 FE0518'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FE0518'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0518
 FE0518                          STATION RECOVERY (2002)
 FE0518
 FE0518'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0521 ***********************************************************************
 FE0521  DESIGNATION -  65 43 8
 FE0521  PID         -  FE0521
 FE0521  STATE/COUNTY-  TN/MCNAIRY
 FE0521  USGS QUAD   -  MASSEYVILLE (1961)
 FE0521
 FE0521                         *CURRENT SURVEY CONTROL
 FE0521  ___________________________________________________________________
 FE0521* NAD 83(1986)-  35 15 52.     (N)    088 37 53.     (W)     SCALED    
 FE0521* NAVD 88     -       149.279  (meters)     489.76   (feet)  ADJUSTED  
 FE0521  ___________________________________________________________________
 FE0521  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0521  DYNAMIC HT  -         149.142 (meters)     489.31  (feet)  COMP
 FE0521  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FE0521
 FE0521  VERT ORDER  -  FIRST     CLASS II
 FE0521
 FE0521.The horizontal coordinates were scaled from a topographic map and have
 FE0521.an estimated accuracy of +/- 6 seconds.
 FE0521
 FE0521.The orthometric height was determined by differential leveling
 FE0521.and adjusted by the National Geodetic Survey in June 1991..
 FE0521
 FE0521.The geoid height was determined by GEOID03.
 FE0521
 FE0521.The dynamic height is computed by dividing the NAVD 88
 FE0521.geopotential number by the normal gravity value computed on the
 FE0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0521.degrees latitude (g = 980.6199 gals.).
 FE0521
 FE0521.The modeled gravity was interpolated from observed gravity values.
 FE0521
 FE0521;                    North         East    Units  Estimated Accuracy
 FE0521;SPC TN       -   106,530.      360,590.      MT  (+/- 180 meters Scaled)
 FE0521
 FE0521                          SUPERSEDED SURVEY CONTROL
 FE0521
 FE0521  NGVD 29 (??/??/??)  149.282  (m)          489.77   (f) ADJUSTED    1 2
 FE0521
 FE0521.Superseded values are not recommended for survey control.
 FE0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0521.See file dsdata.txt to determine how the superseded data were derived.
 FE0521
 FE0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE516035(NAD 83)
 FE0521_MARKER: DD = SURVEY DISK
 FE0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0521_STAMPING: 65 43 8
 FE0521_MARK LOGO: TNDG  
 FE0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0521+STABILITY: SURFACE MOTION
 FE0521
 FE0521  HISTORY     - Date     Condition        Report By
 FE0521  HISTORY     - UNK      MONUMENTED       TNGS
 FE0521  HISTORY     - 1948     GOOD             CGS
 FE0521  HISTORY     - 20020918 POOR             USACE
 FE0521
 FE0521                          STATION DESCRIPTION
 FE0521
 FE0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0521'2.6 MI NW FROM BETHEL SPRINGS.
 FE0521'ABOUT 2.55 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0521'RAILROAD FROM THE STATION AT BETHEL SPRINGS, 124 FEET WEST AND
 FE0521'ACROSS U.S. HIGHWAY 45 FROM THE WEST RAIL OF THE TRACK, 28 FEET
 FE0521'WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTHWEST OF
 FE0521'THE NORTH END OF THE WEST HEAD WALL OF A 7-FOOT CONCRETE CULVERT
 FE0521'UNDER THE HIGHWAY, 15 FEET SOUTH OF THE CENTER LINE OF A FARM
 FE0521'ROAD WEST, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FE0521'1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FE0521'POST PROJECTING 3 INCHES.
 FE0521
 FE0521                          STATION RECOVERY (2002)
 FE0521
 FE0521'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0521'MARK DESTROYED DUE TO NEW HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0522 ***********************************************************************
 FE0522  DESIGNATION -  65 43 9
 FE0522  PID         -  FE0522
 FE0522  STATE/COUNTY-  TN/MCNAIRY
 FE0522  USGS QUAD   -  MASSEYVILLE (1961)
 FE0522
 FE0522                         *CURRENT SURVEY CONTROL
 FE0522  ___________________________________________________________________
 FE0522* NAD 83(1986)-  35 15 37.     (N)    088 37 49.     (W)     SCALED    
 FE0522* NAVD 88     -       149.778  (meters)     491.40   (feet)  ADJUSTED  
 FE0522  ___________________________________________________________________
 FE0522  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0522  DYNAMIC HT  -         149.640 (meters)     490.94  (feet)  COMP
 FE0522  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FE0522
 FE0522  VERT ORDER  -  FIRST     CLASS II
 FE0522
 FE0522.The horizontal coordinates were scaled from a topographic map and have
 FE0522.an estimated accuracy of +/- 6 seconds.
 FE0522
 FE0522.The orthometric height was determined by differential leveling
 FE0522.and adjusted by the National Geodetic Survey in June 1991..
 FE0522
 FE0522.The geoid height was determined by GEOID03.
 FE0522
 FE0522.The dynamic height is computed by dividing the NAVD 88
 FE0522.geopotential number by the normal gravity value computed on the
 FE0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0522.degrees latitude (g = 980.6199 gals.).
 FE0522
 FE0522.The modeled gravity was interpolated from observed gravity values.
 FE0522
 FE0522;                    North         East    Units  Estimated Accuracy
 FE0522;SPC TN       -   106,060.      360,680.      MT  (+/- 180 meters Scaled)
 FE0522
 FE0522                          SUPERSEDED SURVEY CONTROL
 FE0522
 FE0522  NGVD 29 (??/??/??)  149.780  (m)          491.40   (f) ADJUSTED    1 2
 FE0522
 FE0522.Superseded values are not recommended for survey control.
 FE0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0522.See file dsdata.txt to determine how the superseded data were derived.
 FE0522
 FE0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE517031(NAD 83)
 FE0522_MARKER: DD = SURVEY DISK
 FE0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0522_STAMPING: 65 43 9
 FE0522_MARK LOGO: TNDG  
 FE0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0522+STABILITY: SURFACE MOTION
 FE0522
 FE0522  HISTORY     - Date     Condition        Report By
 FE0522  HISTORY     - UNK      MONUMENTED       TNGS
 FE0522  HISTORY     - 1948     GOOD             CGS
 FE0522  HISTORY     - 20020918 POOR             USACE
 FE0522
 FE0522                          STATION DESCRIPTION
 FE0522
 FE0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0522'2.2 MI NW FROM BETHEL SPRINGS.
 FE0522'ABOUT 2.25 MILES NORTHWEST ALONG THE GULF MOBILE AND OHIO
 FE0522'RAILROAD FROM THE STATION AT BETHEL SPRINGS, ABOUT 100 YARDS
 FE0522'NORTHWEST OF MILE POST 355, 204 FEET SOUTHWEST AND ACROSS U.S.
 FE0522'HIGHWAY 45 FROM THE SOUTHWEST RAIL OF THE TRACK, 26 FEET
 FE0522'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET WEST AND
 FE0522'ACROSS THE HIGHWAY FROM THE WEST PORCH CORNER OF PINE REST STORE
 FE0522'AND SERVICE STATION, 2 FEET SOUTHWEST OF TELEPHONE POLE NO. 3861,
 FE0522'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 FE0522'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0522'2 INCHES.
 FE0522
 FE0522                          STATION RECOVERY (2002)
 FE0522
 FE0522'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0522'MARK DESTROYED DUE TO NEW HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0538 ***********************************************************************
 FE0538  DESIGNATION -  65 44 7
 FE0538  PID         -  FE0538
 FE0538  STATE/COUNTY-  TN/MCNAIRY
 FE0538  USGS QUAD   -  PURDY (1984)
 FE0538
 FE0538                         *CURRENT SURVEY CONTROL
 FE0538  ___________________________________________________________________
 FE0538* NAD 83(1986)-  35 10 53.     (N)    088 36 03.     (W)     SCALED    
 FE0538* NAVD 88     -       155.142  (meters)     509.00   (feet)  ADJUSTED  
 FE0538  ___________________________________________________________________
 FE0538  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0538  DYNAMIC HT  -         154.998 (meters)     508.52  (feet)  COMP
 FE0538  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FE0538
 FE0538  VERT ORDER  -  FIRST     CLASS II
 FE0538
 FE0538.The horizontal coordinates were scaled from a topographic map and have
 FE0538.an estimated accuracy of +/- 6 seconds.
 FE0538
 FE0538.The orthometric height was determined by differential leveling
 FE0538.and adjusted by the National Geodetic Survey in June 1991..
 FE0538
 FE0538.The geoid height was determined by GEOID03.
 FE0538
 FE0538.The dynamic height is computed by dividing the NAVD 88
 FE0538.geopotential number by the normal gravity value computed on the
 FE0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0538.degrees latitude (g = 980.6199 gals.).
 FE0538
 FE0538.The modeled gravity was interpolated from observed gravity values.
 FE0538
 FE0538;                    North         East    Units  Estimated Accuracy
 FE0538;SPC TN       -    97,240.      363,130.      MT  (+/- 180 meters Scaled)
 FE0538
 FE0538                          SUPERSEDED SURVEY CONTROL
 FE0538
 FE0538  NGVD 29 (??/??/??)  155.138  (m)          508.98   (f) ADJUSTED    1 2
 FE0538
 FE0538.Superseded values are not recommended for survey control.
 FE0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0538.See file dsdata.txt to determine how the superseded data were derived.
 FE0538
 FE0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD542943(NAD 83)
 FE0538_MARKER: DB = BENCH MARK DISK
 FE0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0538_STAMPING: 65 44 7
 FE0538_MARK LOGO: TNDG  
 FE0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0538+STABILITY: SURFACE MOTION
 FE0538
 FE0538  HISTORY     - Date     Condition        Report By
 FE0538  HISTORY     - UNK      MONUMENTED       TNDG
 FE0538  HISTORY     - 1948     GOOD             CGS
 FE0538  HISTORY     - 1949     GOOD             CGS
 FE0538  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0538
 FE0538                          STATION DESCRIPTION
 FE0538
 FE0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0538'1 MI N FROM SELMER.
 FE0538'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 45 FROM THE COURT
 FE0538'HOUSE AT SELMER, AT THE NORTH CITY LIMITS OF SELMER, ABOUT 0.5
 FE0538'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 64, AT THE T JUNCTION
 FE0538'OF A ROAD LEADING EAST AND UPHILL, 95 FEET EAST OF THE CENTER
 FE0538'LINE OF THE HIGHWAY, ABOUT 20 YARDS WEST OF THE TOP OF A GRADE,
 FE0538'18 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 62 FEET EAST
 FE0538'OF A POWER LINE CROSSING POLE, 2 FEET WEST OF A WHITE WOODEN
 FE0538'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD EAST AND SET IN THE
 FE0538'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- A STEEL POST
 FE0538'WAS SET 2.0 FEET WEST OF MARKER.
 FE0538
 FE0538                          STATION RECOVERY (1949)
 FE0538
 FE0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0538'RECOVERED IN GOOD CONDITION.
 FE0538
 FE0538                          STATION RECOVERY (2002)
 FE0538
 FE0538'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0538'A CONCRETE RETAINING WALL HAS BEEN BUILT IN AREA OF MARK. IF MARK
 FE0538'STILL EXISTS, IT IS APPROX. 4 FT BELOW DIRT FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0539 ***********************************************************************
 FE0539  DESIGNATION -  65 44 8
 FE0539  PID         -  FE0539
 FE0539  STATE/COUNTY-  TN/MCNAIRY
 FE0539  USGS QUAD   -  PURDY (1984)
 FE0539
 FE0539                         *CURRENT SURVEY CONTROL
 FE0539  ___________________________________________________________________
 FE0539* NAD 83(1986)-  35 10 56.     (N)    088 35 51.     (W)     SCALED    
 FE0539* NAVD 88     -       171.348  (meters)     562.16   (feet)  ADJUSTED  
 FE0539  ___________________________________________________________________
 FE0539  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0539  DYNAMIC HT  -         171.189 (meters)     561.64  (feet)  COMP
 FE0539  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 FE0539
 FE0539  VERT ORDER  -  FIRST     CLASS II
 FE0539
 FE0539.The horizontal coordinates were scaled from a topographic map and have
 FE0539.an estimated accuracy of +/- 6 seconds.
 FE0539
 FE0539.The orthometric height was determined by differential leveling
 FE0539.and adjusted by the National Geodetic Survey in June 1991..
 FE0539
 FE0539.The geoid height was determined by GEOID03.
 FE0539
 FE0539.The dynamic height is computed by dividing the NAVD 88
 FE0539.geopotential number by the normal gravity value computed on the
 FE0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0539.degrees latitude (g = 980.6199 gals.).
 FE0539
 FE0539.The modeled gravity was interpolated from observed gravity values.
 FE0539
 FE0539;                    North         East    Units  Estimated Accuracy
 FE0539;SPC TN       -    97,320.      363,430.      MT  (+/- 180 meters Scaled)
 FE0539
 FE0539                          SUPERSEDED SURVEY CONTROL
 FE0539
 FE0539  NGVD 29 (??/??/??)  171.345  (m)          562.15   (f) ADJUSTED    1 2
 FE0539
 FE0539.Superseded values are not recommended for survey control.
 FE0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0539.See file dsdata.txt to determine how the superseded data were derived.
 FE0539
 FE0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD545944(NAD 83)
 FE0539_MARKER: DD = SURVEY DISK
 FE0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0539_STAMPING: 65 44 8
 FE0539_MARK LOGO: TNDG  
 FE0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0539+STABILITY: SURFACE MOTION
 FE0539
 FE0539  HISTORY     - Date     Condition        Report By
 FE0539  HISTORY     - UNK      MONUMENTED       TNDG
 FE0539  HISTORY     - 1948     GOOD             CGS
 FE0539  HISTORY     - 1949     GOOD             CGS
 FE0539  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0539
 FE0539                          STATION DESCRIPTION
 FE0539
 FE0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0539'1.2 MI N FROM SELMER.
 FE0539'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 45 FROM THE COURT
 FE0539'HOUSE AT SELMER, THENCE ABOUT 0.2 MILE EAST AND UP HILL ALONG A
 FE0539'GRADED DIRT ROAD, AT A CURVE IN THE ROAD WITH TANGENTS WEST AND
 FE0539'NORTHEAST AND THE JUNCTION OF A FARM ROAD LEADING EAST, 50 FEET
 FE0539'WEST-SOUTHWEST OF A POWER POLE (LINES SOUTH AND WEST), 14 FEET
 FE0539'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 13 FEET SOUTH
 FE0539'OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 14 FEET WEST OF
 FE0539'A NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE0539'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE0539'POST PROJECTING 5 INCHES.  NOTE-- A STEEL POST WAS SET 2.0 FEET
 FE0539'EAST OF MARKER.
 FE0539
 FE0539                          STATION RECOVERY (1949)
 FE0539
 FE0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0539'RECOVERED IN GOOD CONDITION.
 FE0539
 FE0539                          STATION RECOVERY (2002)
 FE0539
 FE0539'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0539'SUSPECTED DESTROYED, AREA HAS BEEN DITCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0850 ***********************************************************************
 GB0850  DESIGNATION -  65 6 17
 GB0850  PID         -  GB0850
 GB0850  STATE/COUNTY-  TN/MORGAN
 GB0850  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0850
 GB0850                         *CURRENT SURVEY CONTROL
 GB0850  ___________________________________________________________________
 GB0850* NAD 83(1986)-  36 02 35.     (N)    084 35 58.     (W)     SCALED    
 GB0850* NAVD 88     -       254.528  (meters)     835.06   (feet)  ADJUSTED  
 GB0850  ___________________________________________________________________
 GB0850  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0850  DYNAMIC HT  -         254.298 (meters)     834.31  (feet)  COMP
 GB0850  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 GB0850
 GB0850  VERT ORDER  -  FIRST     CLASS I
 GB0850
 GB0850.The horizontal coordinates were scaled from a topographic map and have
 GB0850.an estimated accuracy of +/- 6 seconds.
 GB0850
 GB0850.The orthometric height was determined by differential leveling
 GB0850.and adjusted by the National Geodetic Survey in June 1991..
 GB0850
 GB0850.The geoid height was determined by GEOID03.
 GB0850
 GB0850.The dynamic height is computed by dividing the NAVD 88
 GB0850.geopotential number by the normal gravity value computed on the
 GB0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0850.degrees latitude (g = 980.6199 gals.).
 GB0850
 GB0850.The modeled gravity was interpolated from observed gravity values.
 GB0850
 GB0850;                    North         East    Units  Estimated Accuracy
 GB0850;SPC TN       -   190,600.      726,200.      MT  (+/- 180 meters Scaled)
 GB0850
 GB0850                          SUPERSEDED SURVEY CONTROL
 GB0850
 GB0850  NGVD 29 (??/??/92)  254.641  (m)          835.43   (f) ADJ UNCH    1 1
 GB0850
 GB0850.Superseded values are not recommended for survey control.
 GB0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0850.See file dsdata.txt to determine how the superseded data were derived.
 GB0850
 GB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE162913(NAD 83)
 GB0850_MARKER: DD = SURVEY DISK
 GB0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0850_STAMPING: 65 6 17
 GB0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0850+STABILITY: SURFACE MOTION
 GB0850
 GB0850  HISTORY     - Date     Condition        Report By
 GB0850  HISTORY     - UNK      MONUMENTED       TNDG
 GB0850  HISTORY     - 1968     GOOD             NGS
 GB0850
 GB0850                          STATION DESCRIPTION
 GB0850
 GB0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0850'4.8 MI NW FROM OAKDALE.
 GB0850'ABOUT 4.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0850'STATION AT OAKDALE, 0.5 MILE NORTHWEST OF MILEPOST 250, 0.3 MILE
 GB0850'SOUTHEAST OF THE SOUTHEAST END OF A STEEL RAILROAD BRIDGE OVER
 GB0850'CROOKED FORK, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GB0850'SOUTHWEST TRACK, 85 FEET SOUTH AND ACROSS THE TRACKS FROM TELEPHONE
 GB0850'POLE NUMBER E 32-30-G, 30.5 FEET WEST OF BENCH MARK H 191, ABOUT
 GB0850'3 FEET BELOW THE LEVEL OF THE TRACK, AND A TENNESSEE DIVISION
 GB0850'OF GEOLOGY DISK SET IN THE TOP OF A CONCRETE POST WHICK PROJECTS
 GB0850'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0891 ***********************************************************************
 GB0891  DESIGNATION -  65 9 1
 GB0891  PID         -  GB0891
 GB0891  STATE/COUNTY-  TN/MORGAN
 GB0891  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0891
 GB0891                         *CURRENT SURVEY CONTROL
 GB0891  ___________________________________________________________________
 GB0891* NAD 83(1986)-  36 14 37.     (N)    084 40 19.     (W)     SCALED    
 GB0891* NAVD 88     -       399.974  (meters)    1312.25   (feet)  ADJUSTED  
 GB0891  ___________________________________________________________________
 GB0891  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0891  DYNAMIC HT  -         399.625 (meters)    1311.10  (feet)  COMP
 GB0891  MODELED GRAV-     979,745.0   (mgal)                       NAVD 88
 GB0891
 GB0891  VERT ORDER  -  FIRST     CLASS I
 GB0891
 GB0891.The horizontal coordinates were scaled from a topographic map and have
 GB0891.an estimated accuracy of +/- 6 seconds.
 GB0891
 GB0891.The orthometric height was determined by differential leveling
 GB0891.and adjusted by the National Geodetic Survey in June 1991..
 GB0891.WARNING-Repeat measurements at this control monument indicate possible
 GB0891.vertical movement.
 GB0891
 GB0891.The geoid height was determined by GEOID03.
 GB0891
 GB0891.The dynamic height is computed by dividing the NAVD 88
 GB0891.geopotential number by the normal gravity value computed on the
 GB0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0891.degrees latitude (g = 980.6199 gals.).
 GB0891
 GB0891.The modeled gravity was interpolated from observed gravity values.
 GB0891
 GB0891;                    North         East    Units  Estimated Accuracy
 GB0891;SPC TN       -   212,760.      719,370.      MT  (+/- 180 meters Scaled)
 GB0891
 GB0891                          SUPERSEDED SURVEY CONTROL
 GB0891
 GB0891  NGVD 29 (??/??/92)  400.083  (m)         1312.61   (f) ADJ UNCH    1 1
 GB0891
 GB0891.Superseded values are not recommended for survey control.
 GB0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0891.See file dsdata.txt to determine how the superseded data were derived.
 GB0891
 GB0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF091134(NAD 83)
 GB0891_MARKER: DD = SURVEY DISK
 GB0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0891_STAMPING: 65 9 1
 GB0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0891+STABILITY: SURFACE MOTION
 GB0891
 GB0891  HISTORY     - Date     Condition        Report By
 GB0891  HISTORY     - UNK      MONUMENTED       TNDG
 GB0891  HISTORY     - 1968     GOOD             NGS
 GB0891
 GB0891                          STATION DESCRIPTION
 GB0891
 GB0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0891'0.1 MI W FROM SUNBRIGHT.
 GB0891'ABOUT 0.1 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0891'SUNBRIGHT, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27 FEET
 GB0891'EAST OF THE CENTERLINE OF A PAVED STREET, 4 FEET EAST OF A FIRE
 GB0891'HYDRANT, 7 FEET EAST OF POWER POLE NUMBER 30, 1 1/2 FEET NORTH
 GB0891'OF THE NORTH EDGE OF A CONCRETE SIDEWALK, ABOUT LEVEL WITH THE
 GB0891'SIDEWALK, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND A
 GB0891'TENNESSEE DIVISION OF GEOLOGY DISK SET IN THE TOP OF A CONCRETE
 GB0891'POST WHICH PROJECTS 7 INCHES.  NOTE-- THE MARK IS SLIGHTLY LOOSE
 GB0891'IN THE GROUND AND IS LOCATED IN AN AREA OF BUILT UP DIRT BETWEEN
 GB0891'THE SIDEWALK AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1867 ***********************************************************************
 GD1867  DESIGNATION -  66 21 12
 GD1867  PID         -  GD1867
 GD1867  STATE/COUNTY-  TN/OBION
 GD1867  USGS QUAD   -  OBION (1983)
 GD1867
 GD1867                         *CURRENT SURVEY CONTROL
 GD1867  ___________________________________________________________________
 GD1867* NAD 83(1986)-  36 15 00.     (N)    089 12 15.     (W)     SCALED    
 GD1867* NAVD 88     -        88.54   (+/-2cm)     290.5    (feet)  VERTCON   
 GD1867  ___________________________________________________________________
 GD1867  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1867
 GD1867  VERT ORDER  -  THIRD (See Below)
 GD1867
 GD1867.The horizontal coordinates were scaled from a topographic map and have
 GD1867.an estimated accuracy of +/- 6 seconds.
 GD1867
 GD1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1867.The vertical order pertains to the NGVD 29 superseded value.
 GD1867
 GD1867.The geoid height was determined by GEOID03.
 GD1867
 GD1867;                    North         East    Units  Estimated Accuracy
 GD1867;SPC TN       -   217,370.      312,070.      MT  (+/- 180 meters Scaled)
 GD1867
 GD1867                          SUPERSEDED SURVEY CONTROL
 GD1867
 GD1867  NGVD 29 (??/??/??)   88.52   (m)          290.4    (f) N HEIGHT    3  
 GD1867
 GD1867.Superseded values are not recommended for survey control.
 GD1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1867.See file dsdata.txt to determine how the superseded data were derived.
 GD1867
 GD1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF019139(NAD 83)
 GD1867_MARKER: DD = SURVEY DISK
 GD1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1867_SP_SET: CONCRETE POST
 GD1867_STAMPING: 66/21/12 291
 GD1867_MARK LOGO: TNDPW 
 GD1867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GD1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1867+STABILITY: SURFACE MOTION
 GD1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1867+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1987
 GD1867
 GD1867  HISTORY     - Date     Condition        Report By
 GD1867  HISTORY     - UNK      MONUMENTED       TNDG
 GD1867  HISTORY     - 19870710 GOOD             TNDT
 GD1867
 GD1867                          STATION DESCRIPTION
 GD1867
 GD1867'DESCRIBED BY TN DEPT OF TRANSP 1987
 GD1867'IN OBION, AT THE HIGH SCHOOL, 54 FEET SOUTHEAST OF THE SOUTHEAST
 GD1867'CORNER OF A BRICK BUILDING, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GD1867'OF THE HIGH SCHOOL LUNCH ROOM, 1.5 FEET NORTH OF A SIDEWALK, AND A
 GD1867'TENNESSEE DIVISION OF GEOLOGY AND WORKS PROGRESS ADMINISTRATION DISK
 GD1867'SET IN THE TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1639 ***********************************************************************
 GD1639  DESIGNATION -  66 23 7
 GD1639  PID         -  GD1639
 GD1639  STATE/COUNTY-  TN/OBION
 GD1639  USGS QUAD   -  LANE (1983)
 GD1639
 GD1639                         *CURRENT SURVEY CONTROL
 GD1639  ___________________________________________________________________
 GD1639* NAD 83(1995)-  36 12 45.59891(N)    089 19 07.29078(W)     ADJUSTED  
 GD1639* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 GD1639  ___________________________________________________________________
 GD1639  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1639  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD1639
 GD1639  HORZ ORDER  -  SECOND
 GD1639
 GD1639.The horizontal coordinates were established by classical geodetic methods
 GD1639.and adjusted by the National Geodetic Survey in April 1999..
 GD1639
 GD1639.The orthometric height was scaled from a topographic map.
 GD1639
 GD1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1639
 GD1639.The geoid height was determined by GEOID03.
 GD1639
 GD1639;                    North         East     Units Scale Factor Converg.
 GD1639;SPC TN       -   213,571.233   301,646.039   MT  0.99997017   -1 56 34.4
 GD1639;SPC TN       -   700,691.62    989,650.38   sFT  0.99997017   -1 56 34.4
 GD1639;UTM  16      - 4,010,029.113   291,567.007   MT  1.00013532   -1 22 13.2
 GD1639
 GD1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1639!SPC TN       -   0.99999094  x   0.99997017  =   0.99996111
 GD1639!UTM  16      -   0.99999094  x   1.00013532  =   1.00012626
 GD1639
 GD1639                          SUPERSEDED SURVEY CONTROL
 GD1639
 GD1639  NAD 83(1995)-  36 12 45.60250(N)    089 19 07.29044(W) AD(       ) 2
 GD1639  NAD 83(1995)-  36 12 45.60312(N)    089 19 07.28996(W) AD(       ) 2
 GD1639  NAD 83(1986)-  36 12 45.61031(N)    089 19 07.29053(W) AD(       ) 2
 GD1639  NAD 27      -  36 12 45.36690(N)    089 19 07.04030(W) AD(       ) 2
 GD1639
 GD1639.Superseded values are not recommended for survey control.
 GD1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1639.See file dsdata.txt to determine how the superseded data were derived.
 GD1639
 GD1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9156710029(NAD 83)
 GD1639_MARKER: DD = SURVEY DISK
 GD1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1639_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1639+STABILITY: SURFACE MOTION
 GD1639
 GD1639  HISTORY     - Date     Condition        Report By
 GD1639  HISTORY     - 1959     MONUMENTED       TNDG
 GD1639  HISTORY     - 1967     GOOD             CGS
 GD1639
 GD1639                          STATION DESCRIPTION
 GD1639
 GD1639'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1959 (GWM)
 GD1639'66-23-7 IS 23 FEET SOUTH OF A WIRE FENCE, 18 FEET SOUTHWEST OF A
 GD1639'POWERLINE POLE AND 12 FEET EAST OF A WIRE FENCE.  IT IS A TENNESSEE
 GD1639'DIVISION OF GEOLOGY DISK SET IN THE TOP OF A 6-INCH, SQUARE,
 GD1639'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 GD1639'66-23-7.
 GD1639
 GD1639                          STATION RECOVERY (1967)
 GD1639
 GD1639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1639'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 GD1639'DESCRIPTION OF THE MARK IS GIVEN IN THE BODY OF THE DESCRIPTION FOR
 GD1639'TRIANGULATION STATION SHARPS 1959.  SEE DESCRIPTION THEREOF.
 GD1639'
 GD1639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2 MILES
 GD1639'SOUTHEAST OF CLOVERDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0022 ***********************************************************************
 FD0022  DESIGNATION -  663
 FD0022  PID         -  FD0022
 FD0022  STATE/COUNTY-  TN/CANNON
 FD0022  USGS QUAD   -  READYVILLE (1974)
 FD0022
 FD0022                         *CURRENT SURVEY CONTROL
 FD0022  ___________________________________________________________________
 FD0022* NAD 83(1986)-  35 49 06.     (N)    086 09 07.     (W)     SCALED    
 FD0022* NAVD 88     -       202.528  (meters)     664.46   (feet)  POSTED    
 FD0022  ___________________________________________________________________
 FD0022  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FD0022  DYNAMIC HT  -         202.350 (meters)     663.88  (feet)  COMP
 FD0022  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 FD0022
 FD0022  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FD0022
 FD0022.The horizontal coordinates were scaled from a topographic map and have
 FD0022.an estimated accuracy of +/- 6 seconds.
 FD0022
 FD0022.The orthometric height was determined by differential leveling
 FD0022.and adjusted by the National Geodetic Survey in 1992..
 FD0022.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FD0022.rate of 1.1 thru 2.0 mm/km.
 FD0022
 FD0022.The geoid height was determined by GEOID03.
 FD0022
 FD0022.The dynamic height is computed by dividing the NAVD 88
 FD0022.geopotential number by the normal gravity value computed on the
 FD0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0022.degrees latitude (g = 980.6199 gals.).
 FD0022
 FD0022.The modeled gravity was interpolated from observed gravity values.
 FD0022
 FD0022;                    North         East    Units  Estimated Accuracy
 FD0022;SPC TN       -   164,770.      586,270.      MT  (+/- 180 meters Scaled)
 FD0022
 FD0022                          SUPERSEDED SURVEY CONTROL
 FD0022
 FD0022  NGVD 29 (??/??/92)  202.555  (m)          664.55   (f) ADJ UNCH    2 0
 FD0022
 FD0022.Superseded values are not recommended for survey control.
 FD0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0022.See file dsdata.txt to determine how the superseded data were derived.
 FD0022
 FD0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE766641(NAD 83)
 FD0022_MARKER: DD = SURVEY DISK
 FD0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0022_STAMPING: 663
 FD0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0022+STABILITY: SURFACE MOTION
 FD0022
 FD0022  HISTORY     - Date     Condition        Report By
 FD0022  HISTORY     - UNK      MONUMENTED       USGS
 FD0022  HISTORY     - 1934     GOOD             NGS
 FD0022  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FD0022
 FD0022                          STATION DESCRIPTION
 FD0022
 FD0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0022'4.4 MI W FROM WOODBURY.
 FD0022'4.4 MILES WEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 FD0022'WOODBURY, CANNON COUNTY, 1.7 MILES EAST OF EAST FORK STONE
 FD0022'RIVER, 0.5 MILE WEST OF THE BRIDGE OVER LOCKS CREEK, AT THE SUMMIT
 FD0022'OF A HILL, IN FRONT OF A LARGE RED HOUSE, 15 FEET SOUTH OF THE
 FD0022'YARD GATE, AND 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 FD0022'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 663
 FD0022'AND SET IN THE TOP OF A CONCRETE POST.  MARK HAS BEEN MUTILATED.
 FD0022
 FD0022                          STATION RECOVERY (2002)
 FD0022
 FD0022'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0022'ROAD HAS BEEN CUT- MARK PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0006 ***********************************************************************
 FD0006  DESIGNATION -  668
 FD0006  PID         -  FD0006
 FD0006  STATE/COUNTY-  TN/RUTHERFORD
 FD0006  USGS QUAD   -  MURFREESBORO (1983)
 FD0006
 FD0006                         *CURRENT SURVEY CONTROL
 FD0006  ___________________________________________________________________
 FD0006* NAD 83(1986)-  35 45 08.     (N)    086 23 03.     (W)     SCALED    
 FD0006* NAVD 88     -       203.678  (meters)     668.23   (feet)  ADJUSTED  
 FD0006  ___________________________________________________________________
 FD0006  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FD0006  DYNAMIC HT  -         203.496 (meters)     667.64  (feet)  COMP
 FD0006  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FD0006
 FD0006  VERT ORDER  -  FIRST     CLASS II
 FD0006
 FD0006.The horizontal coordinates were scaled from a topographic map and have
 FD0006.an estimated accuracy of +/- 6 seconds.
 FD0006
 FD0006.The orthometric height was determined by differential leveling
 FD0006.and adjusted by the National Geodetic Survey in June 1991..
 FD0006
 FD0006.The geoid height was determined by GEOID03.
 FD0006
 FD0006.The dynamic height is computed by dividing the NAVD 88
 FD0006.geopotential number by the normal gravity value computed on the
 FD0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0006.degrees latitude (g = 980.6199 gals.).
 FD0006
 FD0006.The modeled gravity was interpolated from observed gravity values.
 FD0006
 FD0006;                    North         East    Units  Estimated Accuracy
 FD0006;SPC TN       -   157,490.      565,260.      MT  (+/- 180 meters Scaled)
 FD0006
 FD0006                          SUPERSEDED SURVEY CONTROL
 FD0006
 FD0006  NGVD 29 (??/??/92)  203.684  (m)          668.25   (f) ADJ UNCH    1 2
 FD0006
 FD0006.Superseded values are not recommended for survey control.
 FD0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0006.See file dsdata.txt to determine how the superseded data were derived.
 FD0006
 FD0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE556566(NAD 83)
 FD0006_MARKER: DD = SURVEY DISK
 FD0006_SETTING: 66 = SET IN ROCK OUTCROP
 FD0006_SP_SET: LIMESTONE ROCK
 FD0006_STAMPING: 668
 FD0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0006+STABILITY: POSITION/ELEVATION WELL
 FD0006
 FD0006  HISTORY     - Date     Condition        Report By
 FD0006  HISTORY     - UNK      MONUMENTED       USGS
 FD0006  HISTORY     - 1934     GOOD             NGS
 FD0006
 FD0006                          STATION DESCRIPTION
 FD0006
 FD0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0006'0.2 MI E FROM RUCKER.
 FD0006'0.2 MILE EAST OF RUCKER, RUTHERFORD COUNTY, 20 FEET SOUTH OF THE
 FD0006'CENTERLINE OF A T-ROAD LEADING NORTH, AND IN A 3- BY 4-FOOT
 FD0006'LIMESTONE ROCK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FD0006'DISK, STAMPED 668.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2598 ***********************************************************************
 AJ2598  DESIGNATION -  67
 AJ2598  PID         -  AJ2598
 AJ2598  STATE/COUNTY-  TN/SHELBY
 AJ2598  USGS QUAD   -  EADS (1983)
 AJ2598
 AJ2598                         *CURRENT SURVEY CONTROL
 AJ2598  ___________________________________________________________________
 AJ2598* NAD 83(1995)-  35 14 21.91297(N)    089 38 59.42470(W)     ADJUSTED  
 AJ2598* NAVD 88     -       102.5    (meters)     336.     (feet)  GPS OBS   
 AJ2598  ___________________________________________________________________
 AJ2598  X           -      31,872.237 (meters)                     COMP
 AJ2598  Y           -  -5,215,110.013 (meters)                     COMP
 AJ2598  Z           -   3,659,636.585 (meters)                     COMP
 AJ2598  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AJ2598  ELLIP HEIGHT-          75.04  (meters)          (04/26/01) GPS OBS
 AJ2598  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AJ2598
 AJ2598  HORZ ORDER  -  FIRST
 AJ2598  ELLP ORDER  -  FOURTH    CLASS I
 AJ2598
 AJ2598.The horizontal coordinates were established by GPS observations
 AJ2598.and adjusted by the National Geodetic Survey in April 2001..
 AJ2598
 AJ2598.The orthometric height was determined by GPS observations and a
 AJ2598.high-resolution geoid model.
 AJ2598
 AJ2598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2598
 AJ2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2598
 AJ2598.The ellipsoidal height was determined by GPS observations
 AJ2598.and is referenced to NAD 83.
 AJ2598
 AJ2598.The geoid height was determined by GEOID03.
 AJ2598
 AJ2598;                    North         East     Units Scale Factor Converg.
 AJ2598;SPC TN       -   106,724.780   267,862.554   MT  1.00000188   -2 08 12.3
 AJ2598;SPC TN       -   350,146.22    878,812.40   sFT  1.00000188   -2 08 12.3
 AJ2598;UTM  16      - 3,902,812.957   258,875.163   MT  1.00031659   -1 31 46.8
 AJ2598
 AJ2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2598!SPC TN       -   0.99998822  x   1.00000188  =   0.99999010
 AJ2598!UTM  16      -   0.99998822  x   1.00031659  =   1.00030481
 AJ2598
 AJ2598                          SUPERSEDED SURVEY CONTROL
 AJ2598
 AJ2598.No superseded survey control is available for this station.
 AJ2598
 AJ2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5887502813(NAD 83)
 AJ2598_MARKER: DD = SURVEY DISK
 AJ2598_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2598+WITH SETTING: INFORMATION.
 AJ2598_STAMPING: 067
 AJ2598_MARK LOGO: MLGW  
 AJ2598_PROJECTION: FLUSH
 AJ2598_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2598+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2598_ROD/PIPE-DEPTH:  0.8 meters
 AJ2598
 AJ2598  HISTORY     - Date     Condition        Report By
 AJ2598  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2598
 AJ2598                          STATION DESCRIPTION
 AJ2598
 AJ2598'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2598'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF SHELBY COUNTY IN
 AJ2598'THE CITY OF ARLINGTON TENNESSEE AT THE SHELBY-FAYETTE COUNTY LINE.
 AJ2598'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 64 AND
 AJ2598'COLLIERVILLE-ARLINGTON ROAD, PROCEED NORTH ON COLLIERVILLE-ARLINGTON
 AJ2598'ROAD APPROXIMATELY 1.60 MILES (2.57 KM) TO BRAGG ROAD, CONTINUE NORTH
 AJ2598'ON COLLIERVILLE-ARLINGTON ROAD FOR 0.50 MILES (0.80 KM) TO THE STATION
 AJ2598'ON THE RIGHT.
 AJ2598'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2598'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2598'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 218.00 FEET (66.45 M)
 AJ2598'SOUTH OF THE CENTERLINE OF A CONCRETE SIDEWALK TO A CHURCH (CYPRESS
 AJ2598'CREEK PRIMATIVE BAPTIST CHURCH) , 20.50 FEET (6.25 M) EAST OF THE
 AJ2598'CENTERLINE OF COLLIERVILLE-ARLINGTON ROAD, 18.00 FEET (5.49 M) NORTH
 AJ2598'OF A WOOD POWER POLE NO.  40122.  THE CAP AND CONCRETE ARE SET FLUSH
 AJ2598'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1580 ***********************************************************************
 GB1580  DESIGNATION -  678.753
 GB1580  PID         -  GB1580
 GB1580  STATE/COUNTY-  TN/CLAY
 GB1580  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1580
 GB1580                         *CURRENT SURVEY CONTROL
 GB1580  ___________________________________________________________________
 GB1580* NAD 83(1986)-  36 32 24.     (N)    085 27 04.     (W)     SCALED    
 GB1580* NAVD 88     -       206.641  (meters)     677.95   (feet)  ADJUSTED  
 GB1580  ___________________________________________________________________
 GB1580  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1580  DYNAMIC HT  -         206.462 (meters)     677.37  (feet)  COMP
 GB1580  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GB1580
 GB1580  VERT ORDER  -  SECOND    CLASS 0
 GB1580
 GB1580.The horizontal coordinates were scaled from a topographic map and have
 GB1580.an estimated accuracy of +/- 6 seconds.
 GB1580
 GB1580.The orthometric height was determined by differential leveling
 GB1580.and adjusted by the National Geodetic Survey in June 1991..
 GB1580
 GB1580.The geoid height was determined by GEOID03.
 GB1580
 GB1580.The dynamic height is computed by dividing the NAVD 88
 GB1580.geopotential number by the normal gravity value computed on the
 GB1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1580.degrees latitude (g = 980.6199 gals.).
 GB1580
 GB1580.The modeled gravity was interpolated from observed gravity values.
 GB1580
 GB1580;                    North         East    Units  Estimated Accuracy
 GB1580;SPC TN       -   244,970.      649,150.      MT  (+/- 180 meters Scaled)
 GB1580
 GB1580                          SUPERSEDED SURVEY CONTROL
 GB1580
 GB1580  NGVD 29 (??/??/92)  206.750  (m)          678.31   (f) ADJ UNCH    2 0
 GB1580
 GB1580.Superseded values are not recommended for survey control.
 GB1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1580.See file dsdata.txt to determine how the superseded data were derived.
 GB1580
 GB1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF386449(NAD 83)
 GB1580_MARKER: DD = SURVEY DISK
 GB1580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1580_SP_SET: FOOTING
 GB1580_STAMPING: BM 678.753
 GB1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1580
 GB1580  HISTORY     - Date     Condition        Report By
 GB1580  HISTORY     - UNK      MONUMENTED       DOD
 GB1580  HISTORY     - 1951     GOOD             NGS
 GB1580  HISTORY     - 1966     GOOD             NGS
 GB1580
 GB1580                          STATION DESCRIPTION
 GB1580
 GB1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1580'3.8 MI NE FROM CELINA.
 GB1580'ABOUT 2.85 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 53 FROM
 GB1580'THE COURT HOUSE AT CELINA, THENCE ABOUT 0.9 MILE EAST ALONG A
 GB1580'BLACK TOP ROAD TO DALE HOLLOW DAM, IN THE TOP OF THE NORTH
 GB1580'END OF THE EAST CONCRETE RAIL FOOTING OF DALE HOLLOW DAM ACROSS
 GB1580'OBEY RIVER, 9 1/2 FEET EAST OF CENTER LINE OF ROAD OVER DAM,
 GB1580'1 1/2 FEET SOUTH OF NORTH END OF GUARD RAIL AND ABOUT 0.8 FOOT
 GB1580'ABOVE ROAD ACROSS DAM.
 GB1580
 GB1580                          STATION RECOVERY (1966)
 GB1580
 GB1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1019 ***********************************************************************
 GC1019  DESIGNATION -  680
 GC1019  PID         -  GC1019
 GC1019  STATE/COUNTY-  TN/ROBERTSON
 GC1019  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC1019
 GC1019                         *CURRENT SURVEY CONTROL
 GC1019  ___________________________________________________________________
 GC1019* NAD 83(1986)-  36 30 32.     (N)    086 53 07.     (W)     SCALED    
 GC1019* NAVD 88     -       206.359  (meters)     677.03   (feet)  ADJUSTED  
 GC1019  ___________________________________________________________________
 GC1019  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC1019  DYNAMIC HT  -         206.186 (meters)     676.46  (feet)  COMP
 GC1019  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 GC1019
 GC1019  VERT ORDER  -  SECOND    CLASS 0
 GC1019
 GC1019.The horizontal coordinates were scaled from a topographic map and have
 GC1019.an estimated accuracy of +/- 6 seconds.
 GC1019
 GC1019.The orthometric height was determined by differential leveling
 GC1019.and adjusted by the National Geodetic Survey in June 1991..
 GC1019
 GC1019.The geoid height was determined by GEOID03.
 GC1019
 GC1019.The dynamic height is computed by dividing the NAVD 88
 GC1019.geopotential number by the normal gravity value computed on the
 GC1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1019.degrees latitude (g = 980.6199 gals.).
 GC1019
 GC1019.The modeled gravity was interpolated from observed gravity values.
 GC1019
 GC1019;                    North         East    Units  Estimated Accuracy
 GC1019;SPC TN       -   241,740.      520,700.      MT  (+/- 180 meters Scaled)
 GC1019
 GC1019                          SUPERSEDED SURVEY CONTROL
 GC1019
 GC1019  NGVD 29 (??/??/92)  206.406  (m)          677.18   (f) ADJ UNCH    2 0
 GC1019
 GC1019.Superseded values are not recommended for survey control.
 GC1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1019.See file dsdata.txt to determine how the superseded data were derived.
 GC1019
 GC1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF102404(NAD 83)
 GC1019_MARKER: DD = SURVEY DISK
 GC1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1019_STAMPING: 680 NASH
 GC1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1019+STABILITY: SURFACE MOTION
 GC1019
 GC1019  HISTORY     - Date     Condition        Report By
 GC1019  HISTORY     - UNK      MONUMENTED       USGS
 GC1019  HISTORY     - 1935     GOOD             NGS
 GC1019
 GC1019                          STATION DESCRIPTION
 GC1019
 GC1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC1019'AT SPRINGFIELD.
 GC1019'AT SPRINGFIELD, ROBERTSON COUNTY, AT THE COUNTY COURTHOUSE,
 GC1019'24 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, IN THE
 GC1019'CONCRETE FACING, AND 3.5 FEET ABOVE THE GROUND.  A UNITED
 GC1019'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 680 NASH AND
 GC1019'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0708 ***********************************************************************
 FD0708  DESIGNATION -  683
 FD0708  PID         -  FD0708
 FD0708  STATE/COUNTY-  TN/MAURY
 FD0708  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0708
 FD0708                         *CURRENT SURVEY CONTROL
 FD0708  ___________________________________________________________________
 FD0708* NAD 83(1986)-  35 32 04.     (N)    087 12 25.     (W)     SCALED    
 FD0708* NAVD 88     -       207.714  (meters)     681.48   (feet)  ADJUSTED  
 FD0708  ___________________________________________________________________
 FD0708  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0708  DYNAMIC HT  -         207.526 (meters)     680.86  (feet)  COMP
 FD0708  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 FD0708
 FD0708  VERT ORDER  -  FIRST     CLASS II
 FD0708
 FD0708.The horizontal coordinates were scaled from a topographic map and have
 FD0708.an estimated accuracy of +/- 6 seconds.
 FD0708
 FD0708.The orthometric height was determined by differential leveling
 FD0708.and adjusted by the National Geodetic Survey in June 1991..
 FD0708
 FD0708.The geoid height was determined by GEOID03.
 FD0708
 FD0708.The dynamic height is computed by dividing the NAVD 88
 FD0708.geopotential number by the normal gravity value computed on the
 FD0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0708.degrees latitude (g = 980.6199 gals.).
 FD0708
 FD0708.The modeled gravity was interpolated from observed gravity values.
 FD0708
 FD0708;                    North         East    Units  Estimated Accuracy
 FD0708;SPC TN       -   133,940.      490,550.      MT  (+/- 180 meters Scaled)
 FD0708
 FD0708                          SUPERSEDED SURVEY CONTROL
 FD0708
 FD0708  NGVD 29 (??/??/92)  207.696  (m)          681.42   (f) ADJ UNCH    1 2
 FD0708
 FD0708.Superseded values are not recommended for survey control.
 FD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0708.See file dsdata.txt to determine how the superseded data were derived.
 FD0708
 FD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE812323(NAD 83)
 FD0708_MARKER: DD = SURVEY DISK
 FD0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0708_SP_SET: BUILDING
 FD0708_STAMPING: 683 NASHVILLE 1899
 FD0708_MARK LOGO: USGS  
 FD0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0708
 FD0708  HISTORY     - Date     Condition        Report By
 FD0708  HISTORY     - 1899     MONUMENTED       USGS
 FD0708  HISTORY     - 1943     GOOD             NGS
 FD0708  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0708  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0708
 FD0708                          STATION DESCRIPTION
 FD0708
 FD0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FD0708'AT MOUNT PLEASANT.
 FD0708'AT MOUNT PLEASANT, AT THE BRICK BUILDING ON THE NORTHEAST
 FD0708'CORNER OF THE INTERSECTION OF MAIN STREET AND BLUE GRASS AVENUE,
 FD0708'IN THE FACE OF THE BUILDING, SOUTH OF THE DOOR, AND 1.5 FEET
 FD0708'ABOVE THE SIDEWALK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 FD0708'STAMPED 683 NASHVILLE 1899 AND SET VERTICALLY.
 FD0708
 FD0708                          STATION RECOVERY (1984)
 FD0708
 FD0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0708'SEARCHED FOR BUT NOT RECOVERED, THE FACE OF THE BUILDING HAS BEEN
 FD0708'RENOVATED AND THE MARK HAS BEEN COVERED WITH NEW BRICK.
 FD0708
 FD0708                          STATION RECOVERY (2002)
 FD0708
 FD0708'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0708'WALL HAS BEEN BRICKED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1063 ***********************************************************************
 FD1063  DESIGNATION -  69 1
 FD1063  PID         -  FD1063
 FD1063  STATE/COUNTY-  TN/HARDIN
 FD1063  USGS QUAD   -  RANSOM STAND (1975)
 FD1063
 FD1063                         *CURRENT SURVEY CONTROL
 FD1063  ___________________________________________________________________
 FD1063* NAD 83(1986)-  35 00 56.     (N)    087 56 53.     (W)     SCALED    
 FD1063* NAVD 88     -       259.891  (meters)     852.66   (feet)  ADJUSTED  
 FD1063  ___________________________________________________________________
 FD1063  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD1063  DYNAMIC HT  -         259.644 (meters)     851.85  (feet)  COMP
 FD1063  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FD1063
 FD1063  VERT ORDER  -  SECOND    CLASS 0
 FD1063
 FD1063.The horizontal coordinates were scaled from a topographic map and have
 FD1063.an estimated accuracy of +/- 6 seconds.
 FD1063
 FD1063.The orthometric height was determined by differential leveling
 FD1063.and adjusted by the National Geodetic Survey in June 1991..
 FD1063
 FD1063.The geoid height was determined by GEOID03.
 FD1063
 FD1063.The dynamic height is computed by dividing the NAVD 88
 FD1063.geopotential number by the normal gravity value computed on the
 FD1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1063.degrees latitude (g = 980.6199 gals.).
 FD1063
 FD1063.The modeled gravity was interpolated from observed gravity values.
 FD1063
 FD1063;                    North         East    Units  Estimated Accuracy
 FD1063;SPC TN       -    77,460.      422,200.      MT  (+/- 180 meters Scaled)
 FD1063
 FD1063                          SUPERSEDED SURVEY CONTROL
 FD1063
 FD1063  NGVD 29 (??/??/92)  259.890  (m)          852.66   (f) ADJ UNCH    2 0
 FD1063
 FD1063.Superseded values are not recommended for survey control.
 FD1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1063.See file dsdata.txt to determine how the superseded data were derived.
 FD1063
 FD1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD135751(NAD 83)
 FD1063_MARKER: DD = SURVEY DISK
 FD1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1063_STAMPING: 69 1 1962
 FD1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1063+STABILITY: SURFACE MOTION
 FD1063
 FD1063  HISTORY     - Date     Condition        Report By
 FD1063  HISTORY     - 1962     MONUMENTED       TNHD
 FD1063
 FD1063                          STATION DESCRIPTION
 FD1063
 FD1063'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1063'24 MI SE FROM SAVANNAH.
 FD1063'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FD1063'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FD1063'25.65 MILES TO THE MARK ON THE LEFT.  THE MARK IS 30 FT. NORTH OF
 FD1063'THE CENTERLINE OF ST. RT. 69, 3 FT. SOUTH OF A POWER POLE, 2 FT.
 FD1063'SOUTHWEST OF A WITNESS POST AND APPROXIMATELY 3 FT. HIGHER THAN
 FD1063'THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1063'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, FLUSH
 FD1063'WITH THE GROUND AND STAMPED 69 - 1, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0444 ***********************************************************************
 FE0444  DESIGNATION -  69 10
 FE0444  PID         -  FE0444
 FE0444  STATE/COUNTY-  TN/HARDIN
 FE0444  USGS QUAD   -  LOWRYVILLE (1972)
 FE0444
 FE0444                         *CURRENT SURVEY CONTROL
 FE0444  ___________________________________________________________________
 FE0444* NAD 83(1986)-  35 06 00.     (N)    088 06 55.     (W)     SCALED    
 FE0444* NAVD 88     -       196.316  (meters)     644.08   (feet)  ADJUSTED  
 FE0444  ___________________________________________________________________
 FE0444  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE0444  DYNAMIC HT  -         196.134 (meters)     643.48  (feet)  COMP
 FE0444  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 FE0444
 FE0444  VERT ORDER  -  SECOND    CLASS 0
 FE0444
 FE0444.The horizontal coordinates were scaled from a topographic map and have
 FE0444.an estimated accuracy of +/- 6 seconds.
 FE0444
 FE0444.The orthometric height was determined by differential leveling
 FE0444.and adjusted by the National Geodetic Survey in June 1991..
 FE0444
 FE0444.The geoid height was determined by GEOID03.
 FE0444
 FE0444.The dynamic height is computed by dividing the NAVD 88
 FE0444.geopotential number by the normal gravity value computed on the
 FE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0444.degrees latitude (g = 980.6199 gals.).
 FE0444
 FE0444.The modeled gravity was interpolated from observed gravity values.
 FE0444
 FE0444;                    North         East    Units  Estimated Accuracy
 FE0444;SPC TN       -    87,150.      407,150.      MT  (+/- 180 meters Scaled)
 FE0444
 FE0444                          SUPERSEDED SURVEY CONTROL
 FE0444
 FE0444  NGVD 29 (??/??/??)  196.322  (m)          644.10   (f) ADJUSTED    2 0
 FE0444
 FE0444.Superseded values are not recommended for survey control.
 FE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0444.See file dsdata.txt to determine how the superseded data were derived.
 FE0444
 FE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD983847(NAD 83)
 FE0444_MARKER: DD = SURVEY DISK
 FE0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0444_STAMPING: 69 - 10 1962
 FE0444_MARK LOGO: TNHD  
 FE0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0444+STABILITY: SURFACE MOTION
 FE0444
 FE0444  HISTORY     - Date     Condition        Report By
 FE0444  HISTORY     - 1962     MONUMENTED       TNHD
 FE0444  HISTORY     - 1972     GOOD             TVA
 FE0444
 FE0444                          STATION DESCRIPTION
 FE0444
 FE0444'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0444'12 MI SE FROM SAVANNAH.
 FE0444'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0444'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0444'13 MILES TO THE MARK ON THE LEFT.  THE MARK IS 49 FT. NORTH OF
 FE0444'THE CENTERLINE OF ST. RT. 69, 10 FT. SOUTH OF A POWER POLE,
 FE0444'2.5 FT. SOUTH OF A WITNESS POST AND APPROXIMATELY 5 FT. HIGHER
 FE0444'THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0444'DEPARTMENT DISK SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE
 FE0444'MONUMENT, FLUSH WITH THE GROUND AND STAMPED 69 - 10, 1962.
 FE0444'NOTE-- 0.3 MI E FROM FRANKS GROCERY, STEEL POST AND SIGN SET
 FE0444'2.0 S.
 FE0444
 FE0444                          STATION RECOVERY (1972)
 FE0444
 FE0444'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0443 ***********************************************************************
 FE0443  DESIGNATION -  69 11
 FE0443  PID         -  FE0443
 FE0443  STATE/COUNTY-  TN/HARDIN
 FE0443  USGS QUAD   -  PICKWICK (1972)
 FE0443
 FE0443                         *CURRENT SURVEY CONTROL
 FE0443  ___________________________________________________________________
 FE0443* NAD 83(1986)-  35 06 05.     (N)    088 08 18.     (W)     SCALED    
 FE0443* NAVD 88     -       147.241  (meters)     483.07   (feet)  ADJUSTED  
 FE0443  ___________________________________________________________________
 FE0443  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0443  DYNAMIC HT  -         147.105 (meters)     482.63  (feet)  COMP
 FE0443  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FE0443
 FE0443  VERT ORDER  -  SECOND    CLASS 0
 FE0443
 FE0443.The horizontal coordinates were scaled from a topographic map and have
 FE0443.an estimated accuracy of +/- 6 seconds.
 FE0443
 FE0443.The orthometric height was determined by differential leveling
 FE0443.and adjusted by the National Geodetic Survey in June 1991..
 FE0443
 FE0443.The geoid height was determined by GEOID03.
 FE0443
 FE0443.The dynamic height is computed by dividing the NAVD 88
 FE0443.geopotential number by the normal gravity value computed on the
 FE0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0443.degrees latitude (g = 980.6199 gals.).
 FE0443
 FE0443.The modeled gravity was interpolated from observed gravity values.
 FE0443
 FE0443;                    North         East    Units  Estimated Accuracy
 FE0443;SPC TN       -    87,350.      405,050.      MT  (+/- 180 meters Scaled)
 FE0443
 FE0443                          SUPERSEDED SURVEY CONTROL
 FE0443
 FE0443  NGVD 29 (??/??/??)  147.250  (m)          483.10   (f) ADJUSTED    2 0
 FE0443
 FE0443.Superseded values are not recommended for survey control.
 FE0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0443.See file dsdata.txt to determine how the superseded data were derived.
 FE0443
 FE0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD962848(NAD 83)
 FE0443_MARKER: DD = SURVEY DISK
 FE0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0443_SP_SET: BRIDGE
 FE0443_STAMPING: 69 - 11 1962
 FE0443_MARK LOGO: TNHD  
 FE0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0443
 FE0443  HISTORY     - Date     Condition        Report By
 FE0443  HISTORY     - 1962     MONUMENTED       TNHD
 FE0443  HISTORY     - 1972     GOOD             TVA
 FE0443
 FE0443                          STATION DESCRIPTION
 FE0443
 FE0443'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0443'10.5 MI SE FROM SAVANNAH.
 FE0443'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0443'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69
 FE0443'FOR 11.6 MILES TO A SMALL CONCRETE HIGHWAY BRIDGE AND THE MARK.
 FE0443'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 FE0443'IN A DRILLED HOLE IN THE NORTHWEST END OF A THE BRIDGE, LEVEL
 FE0443'WITH THE ROAD AND STAMPED 69 - 11, 1962.
 FE0443
 FE0443                          STATION RECOVERY (1972)
 FE0443
 FE0443'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0441 ***********************************************************************
 FE0441  DESIGNATION -  69 12
 FE0441  PID         -  FE0441
 FE0441  STATE/COUNTY-  TN/HARDIN
 FE0441  USGS QUAD   -  PICKWICK (1972)
 FE0441
 FE0441                         *CURRENT SURVEY CONTROL
 FE0441  ___________________________________________________________________
 FE0441* NAD 83(1986)-  35 07 12.     (N)    088 10 30.     (W)     SCALED    
 FE0441* NAVD 88     -       156.113  (meters)     512.18   (feet)  ADJUSTED  
 FE0441  ___________________________________________________________________
 FE0441  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0441  DYNAMIC HT  -         155.969 (meters)     511.71  (feet)  COMP
 FE0441  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FE0441
 FE0441  VERT ORDER  -  SECOND    CLASS 0
 FE0441
 FE0441.The horizontal coordinates were scaled from a topographic map and have
 FE0441.an estimated accuracy of +/- 6 seconds.
 FE0441
 FE0441.The orthometric height was determined by differential leveling
 FE0441.and adjusted by the National Geodetic Survey in June 1991..
 FE0441
 FE0441.The geoid height was determined by GEOID03.
 FE0441
 FE0441.The dynamic height is computed by dividing the NAVD 88
 FE0441.geopotential number by the normal gravity value computed on the
 FE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0441.degrees latitude (g = 980.6199 gals.).
 FE0441
 FE0441.The modeled gravity was interpolated from observed gravity values.
 FE0441
 FE0441;                    North         East    Units  Estimated Accuracy
 FE0441;SPC TN       -    89,490.      401,750.      MT  (+/- 180 meters Scaled)
 FE0441
 FE0441                          SUPERSEDED SURVEY CONTROL
 FE0441
 FE0441  NGVD 29 (??/??/??)  156.122  (m)          512.21   (f) ADJUSTED    2 0
 FE0441
 FE0441.Superseded values are not recommended for survey control.
 FE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0441.See file dsdata.txt to determine how the superseded data were derived.
 FE0441
 FE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD929869(NAD 83)
 FE0441_MARKER: DD = SURVEY DISK
 FE0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0441_STAMPING: 69-12 1962
 FE0441_MARK LOGO: TNHD  
 FE0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0441+STABILITY: SURFACE MOTION
 FE0441
 FE0441  HISTORY     - Date     Condition        Report By
 FE0441  HISTORY     - 1962     MONUMENTED       TNHD
 FE0441  HISTORY     - 1972     GOOD             TVA
 FE0441
 FE0441                          STATION DESCRIPTION
 FE0441
 FE0441'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0441'8 MI SE FROM SAVANNAH.
 FE0441'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0441'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0441'9 MILES TO THE MARK ON THE LEFT.  THE MARK IS 32.5 FT. NORTH
 FE0441'OF THE CENTERLINE OF ST. RT. 69, 5 FT. SOUTHWEST OF A POWER POLE,
 FE0441'2 FT. SOUTH OF A WITNESS POST AND APPROXIMATELY 3 FT. LOWER
 FE0441'THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0441'DEPARTMENT DISK SET IN THE TOP OF A 10 INCH SQUARE, FLUSH,
 FE0441'CONCRETE MONUMENT, STAMPED 69-12 1962.  NOTE-- STEEL POST AND
 FE0441'SIGN SET 3 FT N.
 FE0441
 FE0441                          STATION RECOVERY (1972)
 FE0441
 FE0441'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0439 ***********************************************************************
 FE0439  DESIGNATION -  69 13
 FE0439  PID         -  FE0439
 FE0439  STATE/COUNTY-  TN/HARDIN
 FE0439  USGS QUAD   -  SAVANNAH (1991)
 FE0439
 FE0439                         *CURRENT SURVEY CONTROL
 FE0439  ___________________________________________________________________
 FE0439* NAD 83(1986)-  35 07 38.     (N)    088 11 24.     (W)     SCALED    
 FE0439* NAVD 88     -       149.698  (meters)     491.13   (feet)  ADJUSTED  
 FE0439  ___________________________________________________________________
 FE0439  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0439  DYNAMIC HT  -         149.561 (meters)     490.68  (feet)  COMP
 FE0439  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 FE0439
 FE0439  VERT ORDER  -  SECOND    CLASS 0
 FE0439
 FE0439.The horizontal coordinates were scaled from a topographic map and have
 FE0439.an estimated accuracy of +/- 6 seconds.
 FE0439
 FE0439.The orthometric height was determined by differential leveling
 FE0439.and adjusted by the National Geodetic Survey in June 1991..
 FE0439
 FE0439.The geoid height was determined by GEOID03.
 FE0439
 FE0439.The dynamic height is computed by dividing the NAVD 88
 FE0439.geopotential number by the normal gravity value computed on the
 FE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0439.degrees latitude (g = 980.6199 gals.).
 FE0439
 FE0439.The modeled gravity was interpolated from observed gravity values.
 FE0439
 FE0439;                    North         East    Units  Estimated Accuracy
 FE0439;SPC TN       -    90,320.      400,400.      MT  (+/- 180 meters Scaled)
 FE0439
 FE0439                          SUPERSEDED SURVEY CONTROL
 FE0439
 FE0439  NGVD 29 (??/??/??)  149.707  (m)          491.16   (f) ADJUSTED    2 0
 FE0439
 FE0439.Superseded values are not recommended for survey control.
 FE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0439.See file dsdata.txt to determine how the superseded data were derived.
 FE0439
 FE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD915878(NAD 83)
 FE0439_MARKER: DD = SURVEY DISK
 FE0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0439_STAMPING: 69 - 13 1962
 FE0439_MARK LOGO: TNHD  
 FE0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0439+STABILITY: SURFACE MOTION
 FE0439
 FE0439  HISTORY     - Date     Condition        Report By
 FE0439  HISTORY     - 1962     MONUMENTED       TNHD
 FE0439  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0439
 FE0439                          STATION DESCRIPTION
 FE0439
 FE0439'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0439'6.8 MI SE FROM SAVANNAH.
 FE0439'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0439'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0439'7.75 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 24 FT. SOUTH
 FE0439'OF THE CENTERLINE OF ST. RT. 69, 2 FT. WEST OF A WITNESS POST
 FE0439'AND APPROXIMATELY 3 FT. LOWER THAN THE PAVEMENT.  THE MARK IS A
 FE0439'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FE0439'10 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND AND
 FE0439'STAMPED 69 - 13, 1962.
 FE0439
 FE0439                          STATION RECOVERY (1972)
 FE0439
 FE0439'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0438 ***********************************************************************
 FE0438  DESIGNATION -  69 14
 FE0438  PID         -  FE0438
 FE0438  STATE/COUNTY-  TN/HARDIN
 FE0438  USGS QUAD   -  SAVANNAH (1991)
 FE0438
 FE0438                         *CURRENT SURVEY CONTROL
 FE0438  ___________________________________________________________________
 FE0438* NAD 83(1986)-  35 08 11.     (N)    088 12 28.     (W)     SCALED    
 FE0438* NAVD 88     -       139.678  (meters)     458.26   (feet)  ADJUSTED  
 FE0438  ___________________________________________________________________
 FE0438  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE0438  DYNAMIC HT  -         139.550 (meters)     457.84  (feet)  COMP
 FE0438  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 FE0438
 FE0438  VERT ORDER  -  SECOND    CLASS 0
 FE0438
 FE0438.The horizontal coordinates were scaled from a topographic map and have
 FE0438.an estimated accuracy of +/- 6 seconds.
 FE0438
 FE0438.The orthometric height was determined by differential leveling
 FE0438.and adjusted by the National Geodetic Survey in June 1991..
 FE0438
 FE0438.The geoid height was determined by GEOID03.
 FE0438
 FE0438.The dynamic height is computed by dividing the NAVD 88
 FE0438.geopotential number by the normal gravity value computed on the
 FE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0438.degrees latitude (g = 980.6199 gals.).
 FE0438
 FE0438.The modeled gravity was interpolated from observed gravity values.
 FE0438
 FE0438;                    North         East    Units  Estimated Accuracy
 FE0438;SPC TN       -    91,370.      398,800.      MT  (+/- 180 meters Scaled)
 FE0438
 FE0438                          SUPERSEDED SURVEY CONTROL
 FE0438
 FE0438  NGVD 29 (??/??/??)  139.687  (m)          458.29   (f) ADJUSTED    2 0
 FE0438
 FE0438.Superseded values are not recommended for survey control.
 FE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0438.See file dsdata.txt to determine how the superseded data were derived.
 FE0438
 FE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD899888(NAD 83)
 FE0438_MARKER: DD = SURVEY DISK
 FE0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0438_SP_SET: CULVERT
 FE0438_STAMPING: 69 - 14 1962
 FE0438_MARK LOGO: TNHD  
 FE0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0438
 FE0438  HISTORY     - Date     Condition        Report By
 FE0438  HISTORY     - 1962     MONUMENTED       TNHD
 FE0438  HISTORY     - 1972     GOOD             TVA
 FE0438
 FE0438                          STATION DESCRIPTION
 FE0438
 FE0438'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0438'5.5 MI SE FROM SAVANNAH.
 FE0438'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0438'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT.
 FE0438'69 FOR 6.75 MILES TO A 24 FT. CONCRETE , BOX CULVERT AND THE MARK
 FE0438'ON THE RIGHT.  THE MARK IS 22 FT. WEST OF THE CENTERLINE OF ST. RT.
 FE0438'69, 3 FT. SOUTHEAST OF THE NORTHWEST END OF THE WEST HEADWALL
 FE0438'AND APPROXIMATELY 3 FT. LOWER THAN THE PAVEMENT.  THE MARK IS A
 FE0438'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED
 FE0438'HOLE IN THE TOP OF THE HEADWALL AND STAMPED 69 - 14, 1962.
 FE0438'NOTE-- 1.5 MI S FROM GRAHAM CHURCH AND CEMETERY.
 FE0438
 FE0438                          STATION RECOVERY (1972)
 FE0438
 FE0438'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0437 ***********************************************************************
 FE0437  DESIGNATION -  69 15
 FE0437  PID         -  FE0437
 FE0437  STATE/COUNTY-  TN/HARDIN
 FE0437  USGS QUAD   -  SAVANNAH (1991)
 FE0437
 FE0437                         *CURRENT SURVEY CONTROL
 FE0437  ___________________________________________________________________
 FE0437* NAD 83(1986)-  35 09 04.     (N)    088 12 47.     (W)     SCALED    
 FE0437* NAVD 88     -       146.350  (meters)     480.15   (feet)  ADJUSTED  
 FE0437  ___________________________________________________________________
 FE0437  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE0437  DYNAMIC HT  -         146.217 (meters)     479.71  (feet)  COMP
 FE0437  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 FE0437
 FE0437  VERT ORDER  -  SECOND    CLASS 0
 FE0437
 FE0437.The horizontal coordinates were scaled from a topographic map and have
 FE0437.an estimated accuracy of +/- 6 seconds.
 FE0437
 FE0437.The orthometric height was determined by differential leveling
 FE0437.and adjusted by the National Geodetic Survey in June 1991..
 FE0437
 FE0437.The geoid height was determined by GEOID03.
 FE0437
 FE0437.The dynamic height is computed by dividing the NAVD 88
 FE0437.geopotential number by the normal gravity value computed on the
 FE0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0437.degrees latitude (g = 980.6199 gals.).
 FE0437
 FE0437.The modeled gravity was interpolated from observed gravity values.
 FE0437
 FE0437;                    North         East    Units  Estimated Accuracy
 FE0437;SPC TN       -    93,010.      398,360.      MT  (+/- 180 meters Scaled)
 FE0437
 FE0437                          SUPERSEDED SURVEY CONTROL
 FE0437
 FE0437  NGVD 29 (??/??/??)  146.360  (m)          480.18   (f) ADJUSTED    2 0
 FE0437
 FE0437.Superseded values are not recommended for survey control.
 FE0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0437.See file dsdata.txt to determine how the superseded data were derived.
 FE0437
 FE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD895904(NAD 83)
 FE0437_MARKER: DD = SURVEY DISK
 FE0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0437_STAMPING: 69 - 15 1962
 FE0437_MARK LOGO: TNHD  
 FE0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0437+STABILITY: SURFACE MOTION
 FE0437
 FE0437  HISTORY     - Date     Condition        Report By
 FE0437  HISTORY     - 1962     MONUMENTED       TNHD
 FE0437  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0437
 FE0437                          STATION DESCRIPTION
 FE0437
 FE0437'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0437'4.5 MI SE FROM SAVANNAH.
 FE0437'FROM THE COURTHOUSE IN SAVANNAH GO EAST FOR 0.3 MILES ON U.S. 64
 FE0437'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0437'5.5 MILES TO THE MARK ON THE LEFT.  THE MARK IS 31 FT. EAST OF
 FE0437'THE CENTERLINE OF ST. RT. 69, 5 FT. SOUTH OF A POWER POLE, 2 FT.
 FE0437'SOUTHEAST OF A WITNESS POST AND APPROXIMATELY LEVEL WITH THE
 FE0437'PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0437'DISK SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FE0437'WITH THE GROUND AND STAMPED 69 - 15, 1962.
 FE0437
 FE0437                          STATION RECOVERY (1972)
 FE0437
 FE0437'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0436 ***********************************************************************
 FE0436  DESIGNATION -  69 16
 FE0436  PID         -  FE0436
 FE0436  STATE/COUNTY-  TN/HARDIN
 FE0436  USGS QUAD   -  SAVANNAH (1991)
 FE0436
 FE0436                         *CURRENT SURVEY CONTROL
 FE0436  ___________________________________________________________________
 FE0436* NAD 83(1986)-  35 09 57.     (N)    088 13 27.     (W)     SCALED    
 FE0436* NAVD 88     -       139.465  (meters)     457.56   (feet)  ADJUSTED  
 FE0436  ___________________________________________________________________
 FE0436  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE0436  DYNAMIC HT  -         139.338 (meters)     457.14  (feet)  COMP
 FE0436  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 FE0436
 FE0436  VERT ORDER  -  SECOND    CLASS 0
 FE0436
 FE0436.The horizontal coordinates were scaled from a topographic map and have
 FE0436.an estimated accuracy of +/- 6 seconds.
 FE0436
 FE0436.The orthometric height was determined by differential leveling
 FE0436.and adjusted by the National Geodetic Survey in June 1991..
 FE0436
 FE0436.The geoid height was determined by GEOID03.
 FE0436
 FE0436.The dynamic height is computed by dividing the NAVD 88
 FE0436.geopotential number by the normal gravity value computed on the
 FE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0436.degrees latitude (g = 980.6199 gals.).
 FE0436
 FE0436.The modeled gravity was interpolated from observed gravity values.
 FE0436
 FE0436;                    North         East    Units  Estimated Accuracy
 FE0436;SPC TN       -    94,670.      397,390.      MT  (+/- 180 meters Scaled)
 FE0436
 FE0436                          SUPERSEDED SURVEY CONTROL
 FE0436
 FE0436  NGVD 29 (??/??/??)  139.475  (m)          457.59   (f) ADJUSTED    2 0
 FE0436
 FE0436.Superseded values are not recommended for survey control.
 FE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0436.See file dsdata.txt to determine how the superseded data were derived.
 FE0436
 FE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD885921(NAD 83)
 FE0436_MARKER: DD = SURVEY DISK
 FE0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0436_SP_SET: CULVERT
 FE0436_STAMPING: 69 - 16 1962
 FE0436_MARK LOGO: TNHD  
 FE0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0436
 FE0436  HISTORY     - Date     Condition        Report By
 FE0436  HISTORY     - 1962     MONUMENTED       TNHD
 FE0436  HISTORY     - 1972     GOOD             TVA
 FE0436
 FE0436                          STATION DESCRIPTION
 FE0436
 FE0436'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0436'3.5 MI SE FROM SAVANNAH.
 FE0436'FROM THE COURTHOUSE IN SAVANNAN GO EAST ON U.S. 64 FOR 0.3
 FE0436'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69
 FE0436'FOR 4.5 MILES TO A 12 FOOT, CONCRETE BOX CULVERT AND THE MARK ON
 FE0436'THE LEFT.  THE MARK IS 6 INCHES SOUTH OF THE NORTH END OF THE
 FE0436'EAST HEADWALL AND APPROXIMATELY LEVEL WITH THE PAVEMENT.  THE MARK
 FE0436'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 FE0436'DRILLED HOLE IN THE TOP OF THE HEADWALL OF THE CULVERT AND
 FE0436'STAMPED 69 -16, 1962.  NOTE-- 0.5 MI N FROM CROSS RDS AND
 FE0436'MADDOX.
 FE0436
 FE0436                          STATION RECOVERY (1972)
 FE0436
 FE0436'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0435 ***********************************************************************
 FE0435  DESIGNATION -  69 17
 FE0435  PID         -  FE0435
 FE0435  STATE/COUNTY-  TN/HARDIN
 FE0435  USGS QUAD   -  SAVANNAH (1991)
 FE0435
 FE0435                         *CURRENT SURVEY CONTROL
 FE0435  ___________________________________________________________________
 FE0435* NAD 83(1986)-  35 10 43.     (N)    088 13 49.     (W)     SCALED    
 FE0435* NAVD 88     -       138.871  (meters)     455.61   (feet)  ADJUSTED  
 FE0435  ___________________________________________________________________
 FE0435  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE0435  DYNAMIC HT  -         138.746 (meters)     455.20  (feet)  COMP
 FE0435  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 FE0435
 FE0435  VERT ORDER  -  SECOND    CLASS 0
 FE0435
 FE0435.The horizontal coordinates were scaled from a topographic map and have
 FE0435.an estimated accuracy of +/- 6 seconds.
 FE0435
 FE0435.The orthometric height was determined by differential leveling
 FE0435.and adjusted by the National Geodetic Survey in June 1991..
 FE0435
 FE0435.The geoid height was determined by GEOID03.
 FE0435
 FE0435.The dynamic height is computed by dividing the NAVD 88
 FE0435.geopotential number by the normal gravity value computed on the
 FE0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0435.degrees latitude (g = 980.6199 gals.).
 FE0435
 FE0435.The modeled gravity was interpolated from observed gravity values.
 FE0435
 FE0435;                    North         East    Units  Estimated Accuracy
 FE0435;SPC TN       -    96,100.      396,860.      MT  (+/- 180 meters Scaled)
 FE0435
 FE0435                          SUPERSEDED SURVEY CONTROL
 FE0435
 FE0435  NGVD 29 (??/??/??)  138.883  (m)          455.65   (f) ADJUSTED    2 0
 FE0435
 FE0435.Superseded values are not recommended for survey control.
 FE0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0435.See file dsdata.txt to determine how the superseded data were derived.
 FE0435
 FE0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD879935(NAD 83)
 FE0435_MARKER: DD = SURVEY DISK
 FE0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0435_STAMPING: 69 - 17 1962
 FE0435_MARK LOGO: TNHD  
 FE0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0435+STABILITY: SURFACE MOTION
 FE0435
 FE0435  HISTORY     - Date     Condition        Report By
 FE0435  HISTORY     - 1962     MONUMENTED       TNHD
 FE0435  HISTORY     - 1972     GOOD             TVA
 FE0435
 FE0435                          STATION DESCRIPTION
 FE0435
 FE0435'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0435'3 MI SE FROM SAVANNAH.
 FE0435'FROM THE COURTHOUSE IN SAVANNAH GO FOR 0.3 MILES EAST ON U.S. 64
 FE0435'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0435'3.5 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 41 FT. WEST OF
 FE0435'THE CENTERLINE OF ST. RT. 69, 3 FT. EAST OF A BARBED WIRE FENCE,
 FE0435'2 FT. NORTH OF A WITNESS POST AND APPROXIMATELY 6 FT. HIGHER THAN
 FE0435'THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0435'DISK IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, FLUSH
 FE0435'WITH THE GROUND AND STAMPED 69 - 17, 1962.  NOTE-- 0.25 MI S
 FE0435'FROM CROSS RD TO AIRPORT, .700 FT N FROM COUNTY RD RIGHT, 0.3
 FE0435'MI N FROM COUNTRY CLUB, STEEL POST AND SIGN SET 1 FT SW OF
 FE0435'MONUMENT.
 FE0435
 FE0435                          STATION RECOVERY (1972)
 FE0435
 FE0435'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0433 ***********************************************************************
 FE0433  DESIGNATION -  69 18
 FE0433  PID         -  FE0433
 FE0433  STATE/COUNTY-  TN/HARDIN
 FE0433  USGS QUAD   -  SAVANNAH (1991)
 FE0433
 FE0433                         *CURRENT SURVEY CONTROL
 FE0433  ___________________________________________________________________
 FE0433* NAD 83(1986)-  35 11 35.     (N)    088 14 08.     (W)     SCALED    
 FE0433* NAVD 88     -       138.424  (meters)     454.15   (feet)  ADJUSTED  
 FE0433  ___________________________________________________________________
 FE0433  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE0433  DYNAMIC HT  -         138.299 (meters)     453.74  (feet)  COMP
 FE0433  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 FE0433
 FE0433  VERT ORDER  -  SECOND    CLASS 0
 FE0433
 FE0433.The horizontal coordinates were scaled from a topographic map and have
 FE0433.an estimated accuracy of +/- 6 seconds.
 FE0433
 FE0433.The orthometric height was determined by differential leveling
 FE0433.and adjusted by the National Geodetic Survey in June 1991..
 FE0433
 FE0433.The geoid height was determined by GEOID03.
 FE0433
 FE0433.The dynamic height is computed by dividing the NAVD 88
 FE0433.geopotential number by the normal gravity value computed on the
 FE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0433.degrees latitude (g = 980.6199 gals.).
 FE0433
 FE0433.The modeled gravity was interpolated from observed gravity values.
 FE0433
 FE0433;                    North         East    Units  Estimated Accuracy
 FE0433;SPC TN       -    97,710.      396,420.      MT  (+/- 180 meters Scaled)
 FE0433
 FE0433                          SUPERSEDED SURVEY CONTROL
 FE0433
 FE0433  NGVD 29 (??/??/??)  138.436  (m)          454.19   (f) ADJUSTED    2 0
 FE0433
 FE0433.Superseded values are not recommended for survey control.
 FE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0433.See file dsdata.txt to determine how the superseded data were derived.
 FE0433
 FE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD875951(NAD 83)
 FE0433_MARKER: DD = SURVEY DISK
 FE0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0433_STAMPING: 69 - 18 1962
 FE0433_MARK LOGO: TNHD  
 FE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0433+STABILITY: SURFACE MOTION
 FE0433
 FE0433  HISTORY     - Date     Condition        Report By
 FE0433  HISTORY     - 1962     MONUMENTED       TNHD
 FE0433  HISTORY     - 1972     GOOD             TVA
 FE0433
 FE0433                          STATION DESCRIPTION
 FE0433
 FE0433'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0433'1.7 MI SE FROM SAVANNAH.
 FE0433'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0433'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69
 FE0433'FOR 2.42 MILES TO THE MARK ON THE LEFT.  THE MARK IS 27 FT.
 FE0433'NORTHEAST OF ST. RT. 69, 2.3 FT. SOUTHWEST OF A FENCE, 5 FT.
 FE0433'SOUTH OF A POWER POLE AND 2 FT. NORTHWEST OF A WITNESS POST.
 FE0433'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK IN THE
 FE0433'TOP OF AN 8 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0433'GROUND AND STAMPED 69 - 18, 1962.  NOTE-- STEEL POST AND SIGN
 FE0433'SET 2.0 E OF MONUMENT IN FENCELINE .25 MI S FROM SKY VUE DRIVE
 FE0433'IN THEATRE.
 FE0433
 FE0433                          STATION RECOVERY (1972)
 FE0433
 FE0433'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0432 ***********************************************************************
 FE0432  DESIGNATION -  69 19
 FE0432  PID         -  FE0432
 FE0432  STATE/COUNTY-  TN/HARDIN
 FE0432  USGS QUAD   -  SAVANNAH (1991)
 FE0432
 FE0432                         *CURRENT SURVEY CONTROL
 FE0432  ___________________________________________________________________
 FE0432* NAD 83(1986)-  35 12 15.     (N)    088 14 21.     (W)     SCALED    
 FE0432* NAVD 88     -       135.920  (meters)     445.93   (feet)  ADJUSTED  
 FE0432  ___________________________________________________________________
 FE0432  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE0432  DYNAMIC HT  -         135.797 (meters)     445.53  (feet)  COMP
 FE0432  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 FE0432
 FE0432  VERT ORDER  -  SECOND    CLASS 0
 FE0432
 FE0432.The horizontal coordinates were scaled from a topographic map and have
 FE0432.an estimated accuracy of +/- 6 seconds.
 FE0432
 FE0432.The orthometric height was determined by differential leveling
 FE0432.and adjusted by the National Geodetic Survey in June 1991..
 FE0432
 FE0432.The geoid height was determined by GEOID03.
 FE0432
 FE0432.The dynamic height is computed by dividing the NAVD 88
 FE0432.geopotential number by the normal gravity value computed on the
 FE0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0432.degrees latitude (g = 980.6199 gals.).
 FE0432
 FE0432.The modeled gravity was interpolated from observed gravity values.
 FE0432
 FE0432;                    North         East    Units  Estimated Accuracy
 FE0432;SPC TN       -    98,950.      396,120.      MT  (+/- 180 meters Scaled)
 FE0432
 FE0432                          SUPERSEDED SURVEY CONTROL
 FE0432
 FE0432  NGVD 29 (??/??/??)  135.933  (m)          445.97   (f) ADJUSTED    2 0
 FE0432
 FE0432.Superseded values are not recommended for survey control.
 FE0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0432.See file dsdata.txt to determine how the superseded data were derived.
 FE0432
 FE0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD872963(NAD 83)
 FE0432_MARKER: DD = SURVEY DISK
 FE0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0432_STAMPING: 69 - 19 1962
 FE0432_MARK LOGO: TNHD  
 FE0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0432+STABILITY: SURFACE MOTION
 FE0432
 FE0432  HISTORY     - Date     Condition        Report By
 FE0432  HISTORY     - 1962     MONUMENTED       TNHD
 FE0432  HISTORY     - 1972     GOOD             TVA
 FE0432
 FE0432                          STATION DESCRIPTION
 FE0432
 FE0432'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0432'AT SAVANNAH.
 FE0432'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0432'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT.
 FE0432'69 FOR 1.6 MILES TO A GRAVELED ROAD AND THE MARK ON THE LEFT.
 FE0432'THE MARK IS 44 FT. NORTHEAST OF THE CENTERLINE OF ST. RT. 69,
 FE0432'17 FT. SOUTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD, 2.3
 FE0432'FT. SOUTH OF A POWER POLE, AND 2 FT WEST OF A WITNESS POST.
 FE0432'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FE0432'10 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND AND
 FE0432'STAMPED 69 - 19, 1962.  NOTE-- MONUMENT IS AT INTERSECTION
 FE0432'FLORENCE LANE AND HWY 69.  100 FT SW FROM SAVANNAH MOTOR CO. 200 FT
 FE0432'N FROM MUG AND CONE DAIRY BAR.  3.0 W TO FIRE PLUG, 3.0 NE TO
 FE0432'POWER POLE, STEAL POST AND SIGN 2.0 E.
 FE0432
 FE0432                          STATION RECOVERY (1972)
 FE0432
 FE0432'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1062 ***********************************************************************
 FD1062  DESIGNATION -  69 2
 FD1062  PID         -  FD1062
 FD1062  STATE/COUNTY-  TN/HARDIN
 FD1062  USGS QUAD   -  RANSOM STAND (1975)
 FD1062
 FD1062                         *CURRENT SURVEY CONTROL
 FD1062  ___________________________________________________________________
 FD1062* NAD 83(1986)-  35 00 53.     (N)    087 58 23.     (W)     SCALED    
 FD1062* NAVD 88     -       211.825  (meters)     694.96   (feet)  ADJUSTED  
 FD1062  ___________________________________________________________________
 FD1062  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD1062  DYNAMIC HT  -         211.625 (meters)     694.31  (feet)  COMP
 FD1062  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 FD1062
 FD1062  VERT ORDER  -  SECOND    CLASS 0
 FD1062
 FD1062.The horizontal coordinates were scaled from a topographic map and have
 FD1062.an estimated accuracy of +/- 6 seconds.
 FD1062
 FD1062.The orthometric height was determined by differential leveling
 FD1062.and adjusted by the National Geodetic Survey in June 1991..
 FD1062
 FD1062.The geoid height was determined by GEOID03.
 FD1062
 FD1062.The dynamic height is computed by dividing the NAVD 88
 FD1062.geopotential number by the normal gravity value computed on the
 FD1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1062.degrees latitude (g = 980.6199 gals.).
 FD1062
 FD1062.The modeled gravity was interpolated from observed gravity values.
 FD1062
 FD1062;                    North         East    Units  Estimated Accuracy
 FD1062;SPC TN       -    77,420.      419,920.      MT  (+/- 180 meters Scaled)
 FD1062
 FD1062                          SUPERSEDED SURVEY CONTROL
 FD1062
 FD1062  NGVD 29 (??/??/92)  211.827  (m)          694.97   (f) ADJ UNCH    2 0
 FD1062
 FD1062.Superseded values are not recommended for survey control.
 FD1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1062.See file dsdata.txt to determine how the superseded data were derived.
 FD1062
 FD1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD112751(NAD 83)
 FD1062_MARKER: DD = SURVEY DISK
 FD1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1062_STAMPING: 69 2 1962
 FD1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1062+STABILITY: SURFACE MOTION
 FD1062
 FD1062  HISTORY     - Date     Condition        Report By
 FD1062  HISTORY     - 1962     MONUMENTED       TNHD
 FD1062
 FD1062                          STATION DESCRIPTION
 FD1062
 FD1062'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1062'23 MI SE FROM SAVANNAH.
 FD1062'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FD1062'TO THE INTERSECTION OF STATE RT. 69.  GO SOUTH ON ST. RT. 69
 FD1062'FOR 24.1 MILES TO THE MARK ON THE LEFT.  THE MARK IS 24 FT.
 FD1062'NORTHWEST OF THE CENTERLINE OF ST. RT. 69, 15 FT. SOUTHWEST OF A
 FD1062'POWER POLE, 2 FT. NORTHEAST OF A WITNESS POST AND APPROXIMATELY
 FD1062'4 FT. HIGHER THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE
 FD1062'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10 INCH SQUARE,
 FD1062'CONCRETE MONUMENT, FLUSH WITH THE GROUND AND STAMPED 69 - 2, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0431 ***********************************************************************
 FE0431  DESIGNATION -  69 20
 FE0431  PID         -  FE0431
 FE0431  STATE/COUNTY-  TN/HARDIN
 FE0431  USGS QUAD   -  SAVANNAH (1991)
 FE0431
 FE0431                         *CURRENT SURVEY CONTROL
 FE0431  ___________________________________________________________________
 FE0431* NAD 83(1986)-  35 13 05.     (N)    088 14 22.     (W)     SCALED    
 FE0431* NAVD 88     -       135.856  (meters)     445.72   (feet)  ADJUSTED  
 FE0431  ___________________________________________________________________
 FE0431  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE0431  DYNAMIC HT  -         135.733 (meters)     445.32  (feet)  COMP
 FE0431  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FE0431
 FE0431  VERT ORDER  -  SECOND    CLASS 0
 FE0431
 FE0431.The horizontal coordinates were scaled from a topographic map and have
 FE0431.an estimated accuracy of +/- 6 seconds.
 FE0431
 FE0431.The orthometric height was determined by differential leveling
 FE0431.and adjusted by the National Geodetic Survey in June 1991..
 FE0431
 FE0431.The geoid height was determined by GEOID03.
 FE0431
 FE0431.The dynamic height is computed by dividing the NAVD 88
 FE0431.geopotential number by the normal gravity value computed on the
 FE0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0431.degrees latitude (g = 980.6199 gals.).
 FE0431
 FE0431.The modeled gravity was interpolated from observed gravity values.
 FE0431
 FE0431;                    North         East    Units  Estimated Accuracy
 FE0431;SPC TN       -   100,490.      396,130.      MT  (+/- 180 meters Scaled)
 FE0431
 FE0431                          SUPERSEDED SURVEY CONTROL
 FE0431
 FE0431  NGVD 29 (??/??/??)  135.868  (m)          445.76   (f) ADJUSTED    2 0
 FE0431
 FE0431.Superseded values are not recommended for survey control.
 FE0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0431.See file dsdata.txt to determine how the superseded data were derived.
 FE0431
 FE0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD871979(NAD 83)
 FE0431_MARKER: DD = SURVEY DISK
 FE0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0431_STAMPING: 69 - 20 1962
 FE0431_MARK LOGO: TNHD  
 FE0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0431+STABILITY: SURFACE MOTION
 FE0431
 FE0431  HISTORY     - Date     Condition        Report By
 FE0431  HISTORY     - 1962     MONUMENTED       TNHD
 FE0431  HISTORY     - 1972     GOOD             TVA
 FE0431
 FE0431                          STATION DESCRIPTION
 FE0431
 FE0431'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0431'AT SAVANNAH.
 FE0431'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0431'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0431'0.64 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 28.5 FT. WEST
 FE0431'OF THE CENTERLINE OF ST. RT. 69, 22 FT. NORTH OF THE CENTER OF A
 FE0431'DRIVEWAY, 9 FT. NORTH OF A FIRE HYDRANT, 2.5 FT. NORTHWEST OF A
 FE0431'POWER POLE AND 2.5 FT. WEST OF A WITNESS POST.  THE MARK IS A
 FE0431'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10 INCH
 FE0431'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND AND STAMPED
 FE0431'69 - 20, 1962.  NOTE-- MONUMENT IS .2 1/2 TENTH MI S FROM
 FE0431'SAVANNAH ELEMENTARY SCHOOL, 0.1 MI N FROM TENN VALLEY ELECTRIC
 FE0431'COOPERATIVE.
 FE0431
 FE0431                          STATION RECOVERY (1972)
 FE0431
 FE0431'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1061 ***********************************************************************
 FD1061  DESIGNATION -  69 3
 FD1061  PID         -  FD1061
 FD1061  STATE/COUNTY-  TN/HARDIN
 FD1061  USGS QUAD   -  RANSOM STAND (1975)
 FD1061
 FD1061                         *CURRENT SURVEY CONTROL
 FD1061  ___________________________________________________________________
 FD1061* NAD 83(1986)-  35 00 55.     (N)    087 59 04.     (W)     SCALED    
 FD1061* NAVD 88     -       162.520  (meters)     533.20   (feet)  ADJUSTED  
 FD1061  ___________________________________________________________________
 FD1061  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1061  DYNAMIC HT  -         162.366 (meters)     532.70  (feet)  COMP
 FD1061  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 FD1061
 FD1061  VERT ORDER  -  SECOND    CLASS 0
 FD1061
 FD1061.The horizontal coordinates were scaled from a topographic map and have
 FD1061.an estimated accuracy of +/- 6 seconds.
 FD1061
 FD1061.The orthometric height was determined by differential leveling
 FD1061.and adjusted by the National Geodetic Survey in June 1991..
 FD1061
 FD1061.The geoid height was determined by GEOID03.
 FD1061
 FD1061.The dynamic height is computed by dividing the NAVD 88
 FD1061.geopotential number by the normal gravity value computed on the
 FD1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1061.degrees latitude (g = 980.6199 gals.).
 FD1061
 FD1061.The modeled gravity was interpolated from observed gravity values.
 FD1061
 FD1061;                    North         East    Units  Estimated Accuracy
 FD1061;SPC TN       -    77,500.      418,880.      MT  (+/- 180 meters Scaled)
 FD1061
 FD1061                          SUPERSEDED SURVEY CONTROL
 FD1061
 FD1061  NGVD 29 (??/??/92)  162.522  (m)          533.21   (f) ADJ UNCH    2 0
 FD1061
 FD1061.Superseded values are not recommended for survey control.
 FD1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1061.See file dsdata.txt to determine how the superseded data were derived.
 FD1061
 FD1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD101751(NAD 83)
 FD1061_MARKER: DD = SURVEY DISK
 FD1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1061_SP_SET: BRIDGE
 FD1061_STAMPING: 69 3 1962
 FD1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1061
 FD1061  HISTORY     - Date     Condition        Report By
 FD1061  HISTORY     - 1962     MONUMENTED       TNHD
 FD1061
 FD1061                          STATION DESCRIPTION
 FD1061
 FD1061'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1061'22 MI SE FROM SAVANNAH.
 FD1061'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FD1061'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FD1061'23.31 MILES TO A LARGE CONCRETE AND STEEL HIGHWAY BRIDGE AND THE
 FD1061'MARK ON THE LEFT.  THE MARK IS 12 FT. NORTHEAST OF THE CENTERLINE
 FD1061'OF ST. RT. 69, IN THE NORTHEAST WINGWALL OF THE BRIDGE.  THE MARK
 FD1061'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 FD1061'DRILLED HOLE IN THE WINGWALL OF THE BRIDGE AND STAMPED 69 - 3, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0449 ***********************************************************************
 FE0449  DESIGNATION -  69 4
 FE0449  PID         -  FE0449
 FE0449  STATE/COUNTY-  TN/HARDIN
 FE0449  USGS QUAD   -  LOWRYVILLE (1972)
 FE0449
 FE0449                         *CURRENT SURVEY CONTROL
 FE0449  ___________________________________________________________________
 FE0449* NAD 83(1986)-  35 01 12.     (N)    088 00 24.     (W)     SCALED    
 FE0449* NAVD 88     -       235.807  (meters)     773.64   (feet)  ADJUSTED  
 FE0449  ___________________________________________________________________
 FE0449  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE0449  DYNAMIC HT  -         235.584 (meters)     772.91  (feet)  COMP
 FE0449  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FE0449
 FE0449  VERT ORDER  -  SECOND    CLASS 0
 FE0449
 FE0449.The horizontal coordinates were scaled from a topographic map and have
 FE0449.an estimated accuracy of +/- 6 seconds.
 FE0449
 FE0449.The orthometric height was determined by differential leveling
 FE0449.and adjusted by the National Geodetic Survey in June 1991..
 FE0449
 FE0449.The geoid height was determined by GEOID03.
 FE0449
 FE0449.The dynamic height is computed by dividing the NAVD 88
 FE0449.geopotential number by the normal gravity value computed on the
 FE0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0449.degrees latitude (g = 980.6199 gals.).
 FE0449
 FE0449.The modeled gravity was interpolated from observed gravity values.
 FE0449
 FE0449;                    North         East    Units  Estimated Accuracy
 FE0449;SPC TN       -    78,070.      416,860.      MT  (+/- 180 meters Scaled)
 FE0449
 FE0449                          SUPERSEDED SURVEY CONTROL
 FE0449
 FE0449  NGVD 29 (??/??/??)  235.809  (m)          773.65   (f) ADJUSTED    2 0
 FE0449
 FE0449.Superseded values are not recommended for survey control.
 FE0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0449.See file dsdata.txt to determine how the superseded data were derived.
 FE0449
 FE0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD081757(NAD 83)
 FE0449_MARKER: DD = SURVEY DISK
 FE0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0449_STAMPING: 69 - 4 1962
 FE0449_MARK LOGO: TNHD  
 FE0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0449+STABILITY: SURFACE MOTION
 FE0449
 FE0449  HISTORY     - Date     Condition        Report By
 FE0449  HISTORY     - 1962     MONUMENTED       TNHD
 FE0449  HISTORY     - 1972     GOOD             TVA
 FE0449
 FE0449                          STATION DESCRIPTION
 FE0449
 FE0449'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0449'20.5 MI SE FROM SAVANNAH.
 FE0449'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0449'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0449'21.92 MILES TO A 3 FT. ROUND CONCRETE CULVERT AND THE MARK ON
 FE0449'THE LEFT.  THE MARK IS 1 FT. WEST OF THE EAST END OF THE NORTH
 FE0449'HEADWALL OF THE CULVERT AND APPROXIMATELY 6 FT. LOWER THAN THE
 FE0449'PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0449'DISK CEMENTED IN A DRILLED HOLE IN THE HEADWALL OF THE CULVERT
 FE0449'AND STAMPED 69 - 4, 1962.  350 FT SE FROM BLOCK BUILDING, 500
 FE0449'FT N FROM TRUCK STOP AND SERVICE STATION.
 FE0449
 FE0449                          STATION RECOVERY (1972)
 FE0449
 FE0449'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0450 ***********************************************************************
 FE0450  DESIGNATION -  69 5
 FE0450  PID         -  FE0450
 FE0450  STATE/COUNTY-  TN/HARDIN
 FE0450  USGS QUAD   -  LOWRYVILLE (1972)
 FE0450
 FE0450                         *CURRENT SURVEY CONTROL
 FE0450  ___________________________________________________________________
 FE0450* NAD 83(1986)-  35 01 36.     (N)    088 01 29.     (W)     SCALED    
 FE0450* NAVD 88     -       247.177  (meters)     810.95   (feet)  ADJUSTED  
 FE0450  ___________________________________________________________________
 FE0450  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE0450  DYNAMIC HT  -         246.943 (meters)     810.18  (feet)  COMP
 FE0450  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 FE0450
 FE0450  VERT ORDER  -  SECOND    CLASS 0
 FE0450
 FE0450.The horizontal coordinates were scaled from a topographic map and have
 FE0450.an estimated accuracy of +/- 6 seconds.
 FE0450
 FE0450.The orthometric height was determined by differential leveling
 FE0450.and adjusted by the National Geodetic Survey in June 1991..
 FE0450
 FE0450.The geoid height was determined by GEOID03.
 FE0450
 FE0450.The dynamic height is computed by dividing the NAVD 88
 FE0450.geopotential number by the normal gravity value computed on the
 FE0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0450.degrees latitude (g = 980.6199 gals.).
 FE0450
 FE0450.The modeled gravity was interpolated from observed gravity values.
 FE0450
 FE0450;                    North         East    Units  Estimated Accuracy
 FE0450;SPC TN       -    78,840.      415,230.      MT  (+/- 180 meters Scaled)
 FE0450
 FE0450                          SUPERSEDED SURVEY CONTROL
 FE0450
 FE0450  NGVD 29 (??/??/??)  247.179  (m)          810.95   (f) ADJUSTED    2 0
 FE0450
 FE0450.Superseded values are not recommended for survey control.
 FE0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0450.See file dsdata.txt to determine how the superseded data were derived.
 FE0450
 FE0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD065764(NAD 83)
 FE0450_MARKER: DD = SURVEY DISK
 FE0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0450_STAMPING: 69 - 5 1962
 FE0450_MARK LOGO: TNHD  
 FE0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0450+STABILITY: SURFACE MOTION
 FE0450
 FE0450  HISTORY     - Date     Condition        Report By
 FE0450  HISTORY     - 1962     MONUMENTED       TNHD
 FE0450  HISTORY     - 1972     GOOD             TVA
 FE0450
 FE0450                          STATION DESCRIPTION
 FE0450
 FE0450'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0450'19.5 MI SE FROM SAVANNAH.
 FE0450'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0450'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0450'20.72 MILES TO THE MARK ON THE LEFT.  THE MARK IS 38.5 FT. NORTH
 FE0450'OF THE CENTERLINE OF ST. RT. 69, 3.5 FT. EAST OF A POWER POLE,
 FE0450'4.5 FT. NORTHEAST OF A WITNESS POST AND APPROXIMATELY 5 FT.
 FE0450'HIGHER THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE
 FE0450'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10 INCH SQUARE,
 FE0450'CONCRETE MONUMENT, FLUSH WITH THE GROUND AND STAMPED 69 - 5,
 FE0450'1962.  NOTE-- 1.9 MI S FROM WALNUT GROVE SCHOOL, 0.5 MI N FROM
 FE0450'COUNTY RD. INTERSECTION, MON. IS ON TOP OF HILL.  1.5 W TO
 FE0450'POWER POLE, 2.0 N OF STEEL POST AND SIGN.
 FE0450
 FE0450                          STATION RECOVERY (1972)
 FE0450
 FE0450'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0448 ***********************************************************************
 FE0448  DESIGNATION -  69 6
 FE0448  PID         -  FE0448
 FE0448  STATE/COUNTY-  TN/HARDIN
 FE0448  USGS QUAD   -  LOWRYVILLE (1972)
 FE0448
 FE0448                         *CURRENT SURVEY CONTROL
 FE0448  ___________________________________________________________________
 FE0448* NAD 83(1986)-  35 02 08.     (N)    088 02 46.     (W)     SCALED    
 FE0448* NAVD 88     -       233.300  (meters)     765.42   (feet)  ADJUSTED  
 FE0448  ___________________________________________________________________
 FE0448  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE0448  DYNAMIC HT  -         233.079 (meters)     764.69  (feet)  COMP
 FE0448  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 FE0448
 FE0448  VERT ORDER  -  SECOND    CLASS 0
 FE0448
 FE0448.The horizontal coordinates were scaled from a topographic map and have
 FE0448.an estimated accuracy of +/- 6 seconds.
 FE0448
 FE0448.The orthometric height was determined by differential leveling
 FE0448.and adjusted by the National Geodetic Survey in June 1991..
 FE0448
 FE0448.The geoid height was determined by GEOID03.
 FE0448
 FE0448.The dynamic height is computed by dividing the NAVD 88
 FE0448.geopotential number by the normal gravity value computed on the
 FE0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0448.degrees latitude (g = 980.6199 gals.).
 FE0448
 FE0448.The modeled gravity was interpolated from observed gravity values.
 FE0448
 FE0448;                    North         East    Units  Estimated Accuracy
 FE0448;SPC TN       -    79,870.      413,300.      MT  (+/- 180 meters Scaled)
 FE0448
 FE0448                          SUPERSEDED SURVEY CONTROL
 FE0448
 FE0448  NGVD 29 (??/??/??)  233.302  (m)          765.42   (f) ADJUSTED    2 0
 FE0448
 FE0448.Superseded values are not recommended for survey control.
 FE0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0448.See file dsdata.txt to determine how the superseded data were derived.
 FE0448
 FE0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD045774(NAD 83)
 FE0448_MARKER: DD = SURVEY DISK
 FE0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0448_STAMPING: 69 - 6 1962
 FE0448_MARK LOGO: TNHD  
 FE0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0448+STABILITY: SURFACE MOTION
 FE0448
 FE0448  HISTORY     - Date     Condition        Report By
 FE0448  HISTORY     - 1962     MONUMENTED       TNHD
 FE0448  HISTORY     - 1972     GOOD             TVA
 FE0448
 FE0448                          STATION DESCRIPTION
 FE0448
 FE0448'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0448'18 MI SE FROM SAVANNAH.
 FE0448'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0448'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON RT. ST. 69
 FE0448'FOR 19.36 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 22.5 FT.
 FE0448'SOUTHWEST OF THE CENTERLINE OF ST. RT. 69, 3.5 FT. NORTHWEST
 FE0448'OF A POWER POLE, AND 2 FT. SOUTHEAST OF A WITNESS POST.  THE
 FE0448'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0448'THE TOP OF A 9 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0448'GROUND AND STAMPED 69 - 6, 1962.  NOTE-- 0.5 MI SE FROM WALNUT
 FE0448'GROVE SCHOOL, 300 FT N FROM ONE STORY HOUSE.
 FE0448
 FE0448                          STATION RECOVERY (1972)
 FE0448
 FE0448'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0447 ***********************************************************************
 FE0447  DESIGNATION -  69 7
 FE0447  PID         -  FE0447
 FE0447  STATE/COUNTY-  TN/HARDIN
 FE0447  USGS QUAD   -  LOWRYVILLE (1972)
 FE0447
 FE0447                         *CURRENT SURVEY CONTROL
 FE0447  ___________________________________________________________________
 FE0447* NAD 83(1986)-  35 03 15.     (N)    088 03 47.     (W)     SCALED    
 FE0447* NAVD 88     -       224.778  (meters)     737.46   (feet)  ADJUSTED  
 FE0447  ___________________________________________________________________
 FE0447  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE0447  DYNAMIC HT  -         224.567 (meters)     736.77  (feet)  COMP
 FE0447  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 FE0447
 FE0447  VERT ORDER  -  SECOND    CLASS 0
 FE0447
 FE0447.The horizontal coordinates were scaled from a topographic map and have
 FE0447.an estimated accuracy of +/- 6 seconds.
 FE0447
 FE0447.The orthometric height was determined by differential leveling
 FE0447.and adjusted by the National Geodetic Survey in June 1991..
 FE0447
 FE0447.The geoid height was determined by GEOID03.
 FE0447
 FE0447.The dynamic height is computed by dividing the NAVD 88
 FE0447.geopotential number by the normal gravity value computed on the
 FE0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0447.degrees latitude (g = 980.6199 gals.).
 FE0447
 FE0447.The modeled gravity was interpolated from observed gravity values.
 FE0447
 FE0447;                    North         East    Units  Estimated Accuracy
 FE0447;SPC TN       -    81,960.      411,800.      MT  (+/- 180 meters Scaled)
 FE0447
 FE0447                          SUPERSEDED SURVEY CONTROL
 FE0447
 FE0447  NGVD 29 (??/??/??)  224.781  (m)          737.47   (f) ADJUSTED    2 0
 FE0447
 FE0447.Superseded values are not recommended for survey control.
 FE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0447.See file dsdata.txt to determine how the superseded data were derived.
 FE0447
 FE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD030795(NAD 83)
 FE0447_MARKER: DD = SURVEY DISK
 FE0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0447_STAMPING: 69 - 7 1962
 FE0447_MARK LOGO: TNHD  
 FE0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0447+STABILITY: SURFACE MOTION
 FE0447
 FE0447  HISTORY     - Date     Condition        Report By
 FE0447  HISTORY     - 1962     MONUMENTED       TNHD
 FE0447  HISTORY     - 1972     GOOD             TVA
 FE0447
 FE0447                          STATION DESCRIPTION
 FE0447
 FE0447'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0447'16.5 MI SE FROM SAVANNAH.
 FE0447'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3 MILES
 FE0447'TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69 FOR
 FE0447'17.75 MILES TO THE MARK ON THE LEFT.  THE MARK IS 24 FT. NORTHEAST
 FE0447'OF THE CENTERLINE OF ST. RT. 69, 4 FT. SOUTH OF A POWER POLE,
 FE0447'2.5 FT. WEST OF A WITNESS POST AND APPROXIMATELY 1.5 FT. LOWER
 FE0447'THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0447'DEPARTMENT DISK SET IN THE TOP OF AN 8 INCH SQUARE, CONCRETE
 FE0447'MONUMENT, FLUSH WITH THE GROUND AND STAMPED 69 - 7, 1962.
 FE0447'NOTE-- MONUMENT IS 250 FT NW FROM ONE STORY FRAME HOUSE.  100
 FE0447'FT S FROM Y DRIVE, 800 FT S FROM WALNUT GROVE CHURCH.
 FE0447
 FE0447                          STATION RECOVERY (1972)
 FE0447
 FE0447'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0446 ***********************************************************************
 FE0446  DESIGNATION -  69 8
 FE0446  PID         -  FE0446
 FE0446  STATE/COUNTY-  TN/HARDIN
 FE0446  USGS QUAD   -  LOWRYVILLE (1972)
 FE0446
 FE0446                         *CURRENT SURVEY CONTROL
 FE0446  ___________________________________________________________________
 FE0446* NAD 83(1986)-  35 04 19.     (N)    088 04 51.     (W)     SCALED    
 FE0446* NAVD 88     -       235.106  (meters)     771.34   (feet)  ADJUSTED  
 FE0446  ___________________________________________________________________
 FE0446  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE0446  DYNAMIC HT  -         234.886 (meters)     770.62  (feet)  COMP
 FE0446  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FE0446
 FE0446  VERT ORDER  -  SECOND    CLASS 0
 FE0446
 FE0446.The horizontal coordinates were scaled from a topographic map and have
 FE0446.an estimated accuracy of +/- 6 seconds.
 FE0446
 FE0446.The orthometric height was determined by differential leveling
 FE0446.and adjusted by the National Geodetic Survey in June 1991..
 FE0446
 FE0446.The geoid height was determined by GEOID03.
 FE0446
 FE0446.The dynamic height is computed by dividing the NAVD 88
 FE0446.geopotential number by the normal gravity value computed on the
 FE0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0446.degrees latitude (g = 980.6199 gals.).
 FE0446
 FE0446.The modeled gravity was interpolated from observed gravity values.
 FE0446
 FE0446;                    North         East    Units  Estimated Accuracy
 FE0446;SPC TN       -    83,970.      410,220.      MT  (+/- 180 meters Scaled)
 FE0446
 FE0446                          SUPERSEDED SURVEY CONTROL
 FE0446
 FE0446  NGVD 29 (??/??/??)  235.109  (m)          771.35   (f) ADJUSTED    2 0
 FE0446
 FE0446.Superseded values are not recommended for survey control.
 FE0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0446.See file dsdata.txt to determine how the superseded data were derived.
 FE0446
 FE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD014815(NAD 83)
 FE0446_MARKER: DD = SURVEY DISK
 FE0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0446_STAMPING: 69 - 8 1962
 FE0446_MARK LOGO: TNHD  
 FE0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0446+STABILITY: SURFACE MOTION
 FE0446
 FE0446  HISTORY     - Date     Condition        Report By
 FE0446  HISTORY     - 1962     MONUMENTED       TNHD
 FE0446  HISTORY     - 1972     GOOD             TVA
 FE0446
 FE0446                          STATION DESCRIPTION
 FE0446
 FE0446'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0446'15 MI SE FROM SAVANNAH.
 FE0446'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0446'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69
 FE0446'FOR 16.12 MILES TO THE MARK ON THE LEFT.  THE MARK IS 29.5 FT.
 FE0446'NORTH OF THE CENTERLINE OF ST. RT. 69, 2.5 FT. SOUTH OF A
 FE0446'WITNESS POST AND APPROXIMATELY 2.5 FT. HIGHER THAN THE PAVEMENT.
 FE0446'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0446'TOP OF A 9 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND
 FE0446'AND STAMPED 69 - 8, 1962.  NOTE-- 1.5 MI NE FROM WALNUT GROVE
 FE0446'CHURCH.  300 FT E FROM CURVE IN RD. 200 FT E FROM SMALL DWELLING.
 FE0446
 FE0446                          STATION RECOVERY (1972)
 FE0446
 FE0446'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0445 ***********************************************************************
 FE0445  DESIGNATION -  69 9
 FE0445  PID         -  FE0445
 FE0445  STATE/COUNTY-  TN/HARDIN
 FE0445  USGS QUAD   -  LOWRYVILLE (1972)
 FE0445
 FE0445                         *CURRENT SURVEY CONTROL
 FE0445  ___________________________________________________________________
 FE0445* NAD 83(1986)-  35 05 27.     (N)    088 06 06.     (W)     SCALED    
 FE0445* NAVD 88     -       218.963  (meters)     718.38   (feet)  ADJUSTED  
 FE0445  ___________________________________________________________________
 FE0445  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE0445  DYNAMIC HT  -         218.759 (meters)     717.71  (feet)  COMP
 FE0445  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 FE0445
 FE0445  VERT ORDER  -  SECOND    CLASS 0
 FE0445
 FE0445.The horizontal coordinates were scaled from a topographic map and have
 FE0445.an estimated accuracy of +/- 6 seconds.
 FE0445
 FE0445.The orthometric height was determined by differential leveling
 FE0445.and adjusted by the National Geodetic Survey in June 1991..
 FE0445
 FE0445.The geoid height was determined by GEOID03.
 FE0445
 FE0445.The dynamic height is computed by dividing the NAVD 88
 FE0445.geopotential number by the normal gravity value computed on the
 FE0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0445.degrees latitude (g = 980.6199 gals.).
 FE0445
 FE0445.The modeled gravity was interpolated from observed gravity values.
 FE0445
 FE0445;                    North         East    Units  Estimated Accuracy
 FE0445;SPC TN       -    86,100.      408,360.      MT  (+/- 180 meters Scaled)
 FE0445
 FE0445                          SUPERSEDED SURVEY CONTROL
 FE0445
 FE0445  NGVD 29 (??/??/??)  218.968  (m)          718.40   (f) ADJUSTED    2 0
 FE0445
 FE0445.Superseded values are not recommended for survey control.
 FE0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0445.See file dsdata.txt to determine how the superseded data were derived.
 FE0445
 FE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD995836(NAD 83)
 FE0445_MARKER: DD = SURVEY DISK
 FE0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0445_STAMPING: 69 - 9 1962
 FE0445_MARK LOGO: TNHD  
 FE0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0445+STABILITY: SURFACE MOTION
 FE0445
 FE0445  HISTORY     - Date     Condition        Report By
 FE0445  HISTORY     - 1962     MONUMENTED       TNHD
 FE0445  HISTORY     - 1972     GOOD             TVA
 FE0445
 FE0445                          STATION DESCRIPTION
 FE0445
 FE0445'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0445'13 MI SE FROM SAVANNAH.
 FE0445'FROM THE COURTHOUSE IN SAVANNAH, GO EAST ON U.S. HIGHWAY 64
 FE0445'FOR 0.3 MILE TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON
 FE0445'ST. RT. 69 FOR 14.42 MILES TO AN 18 INCH CONCRETE CULVERT AND
 FE0445'THE MARK ON THE LEFT.  THE MARK IS 29.5 FEET NORTH OF THE
 FE0445'CENTERLINE OF ST. RT. 69, 6 INCHES EAST OF THE WEST END OF THE
 FE0445'NORTH HEADWALL OF THE CULVERT AND APPROXIMATELY 7 FEET LOWER
 FE0445'THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0445'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE TOP OF THE
 FE0445'HEADWALL OF THE CULVERT AND STAMPED 69 - 9, 1962.  NOTE-- 1.7
 FE0445'MI S FROM FRANKS GROCERY HWY 69.
 FE0445
 FE0445                          STATION RECOVERY (1972)
 FE0445
 FE0445'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0478 ***********************************************************************
 FD0478  DESIGNATION -  690
 FD0478  PID         -  FD0478
 FD0478  STATE/COUNTY-  TN/MAURY
 FD0478  USGS QUAD   -  GLENDALE (1981)
 FD0478
 FD0478                         *CURRENT SURVEY CONTROL
 FD0478  ___________________________________________________________________
 FD0478* NAD 83(1986)-  35 30 33.     (N)    086 53 31.     (W)     SCALED    
 FD0478* NAVD 88     -       209.360  (meters)     686.88   (feet)  ADJUSTED  
 FD0478  ___________________________________________________________________
 FD0478  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0478  DYNAMIC HT  -         209.173 (meters)     686.26  (feet)  COMP
 FD0478  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 FD0478
 FD0478  VERT ORDER  -  FIRST     CLASS II
 FD0478
 FD0478.The horizontal coordinates were scaled from a topographic map and have
 FD0478.an estimated accuracy of +/- 6 seconds.
 FD0478
 FD0478.The orthometric height was determined by differential leveling
 FD0478.and adjusted by the National Geodetic Survey in June 1991..
 FD0478
 FD0478.The geoid height was determined by GEOID03.
 FD0478
 FD0478.The dynamic height is computed by dividing the NAVD 88
 FD0478.geopotential number by the normal gravity value computed on the
 FD0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0478.degrees latitude (g = 980.6199 gals.).
 FD0478
 FD0478.The modeled gravity was interpolated from observed gravity values.
 FD0478
 FD0478;                    North         East    Units  Estimated Accuracy
 FD0478;SPC TN       -   130,830.      519,090.      MT  (+/- 180 meters Scaled)
 FD0478
 FD0478                          SUPERSEDED SURVEY CONTROL
 FD0478
 FD0478  NGVD 29 (??/??/92)  209.346  (m)          686.83   (f) ADJ UNCH    1 2
 FD0478
 FD0478.Superseded values are not recommended for survey control.
 FD0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0478.See file dsdata.txt to determine how the superseded data were derived.
 FD0478
 FD0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE097295(NAD 83)
 FD0478_MARKER: DB = BENCH MARK DISK
 FD0478_SETTING: 66 = SET IN ROCK OUTCROP
 FD0478_SP_SET: ROCK OUTCROP
 FD0478_STAMPING: 690 NASHVILLE 1899
 FD0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0478+STABILITY: POSITION/ELEVATION WELL
 FD0478
 FD0478  HISTORY     - Date     Condition        Report By
 FD0478  HISTORY     - 1899     MONUMENTED       USGS
 FD0478  HISTORY     - 1960     GOOD             NGS
 FD0478
 FD0478                          STATION DESCRIPTION
 FD0478
 FD0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0478'AT BRYANT.
 FD0478'ORIGINAL DESCRIPTION-- AT BRYANT, MAURY COUNTY, 0.25 MILE SOUTH
 FD0478'ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE HIGHWAY AND BRYANT
 FD0478'STATION SCHOOL, AT THE CROSSING OF THE ABANDONED NASHVILLE,
 FD0478'CHATTANOOGA AND ST. LOUIS RAILWAY, 165 FEET NORTHWEST OF THE
 FD0478'NORTHWEST CORNER OF THE OLD STATION BUILDING, 135 FEET SOUTH-SOUTHEAST
 FD0478'AND ACROSS THE ROAD FROM POWER POLE 6-0-141, 115 1/2 FEET
 FD0478'NORTHEAST OF THE CENTER OF THE CROSSING, 103 FEET NORTH-NORTHEAST
 FD0478'OF THE CENTER OF THE OLD RAILWAY BED, 50 FEET SOUTHEAST OF THE
 FD0478'CENTERLINE OF THE ROAD, 98 FEET SOUTHWEST OF AN OLD WELL, 76
 FD0478'FEET WEST OF A WELL, 44 1/2 FEET NORTHWEST OF A 24-INCH MAPLE
 FD0478'TREE AND SET IN THE TOP OF AN OUTCROP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0172 ***********************************************************************
 FD0172  DESIGNATION -  694
 FD0172  PID         -  FD0172
 FD0172  STATE/COUNTY-  TN/LINCOLN
 FD0172  USGS QUAD   -  MULBERRY (1972)
 FD0172
 FD0172                         *CURRENT SURVEY CONTROL
 FD0172  ___________________________________________________________________
 FD0172* NAD 83(1986)-  35 08 25.     (N)    086 28 59.     (W)     SCALED    
 FD0172* NAVD 88     -       211.195  (meters)     692.90   (feet)  ADJUSTED  
 FD0172  ___________________________________________________________________
 FD0172  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FD0172  DYNAMIC HT  -         210.997 (meters)     692.25  (feet)  COMP
 FD0172  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FD0172
 FD0172  VERT ORDER  -  FIRST     CLASS II
 FD0172
 FD0172.The horizontal coordinates were scaled from a topographic map and have
 FD0172.an estimated accuracy of +/- 6 seconds.
 FD0172
 FD0172.The orthometric height was determined by differential leveling
 FD0172.and adjusted by the National Geodetic Survey in June 1991..
 FD0172
 FD0172.The geoid height was determined by GEOID03.
 FD0172
 FD0172.The dynamic height is computed by dividing the NAVD 88
 FD0172.geopotential number by the normal gravity value computed on the
 FD0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0172.degrees latitude (g = 980.6199 gals.).
 FD0172
 FD0172.The modeled gravity was interpolated from observed gravity values.
 FD0172
 FD0172;                    North         East    Units  Estimated Accuracy
 FD0172;SPC TN       -    89,640.      555,980.      MT  (+/- 180 meters Scaled)
 FD0172
 FD0172                          SUPERSEDED SURVEY CONTROL
 FD0172
 FD0172  NGVD 29 (??/??/92)  211.174  (m)          692.83   (f) ADJ UNCH    1 2
 FD0172
 FD0172.Superseded values are not recommended for survey control.
 FD0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0172.See file dsdata.txt to determine how the superseded data were derived.
 FD0172
 FD0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED470887(NAD 83)
 FD0172_MARKER: DD = SURVEY DISK
 FD0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0172_SP_SET: PIER
 FD0172_STAMPING: 694 NASHVILLE 1899
 FD0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0172
 FD0172  HISTORY     - Date     Condition        Report By
 FD0172  HISTORY     - 1899     MONUMENTED       USGS
 FD0172  HISTORY     - 1949     GOOD             NGS
 FD0172  HISTORY     - 20010731 MARK NOT FOUND   TNDT
 FD0172
 FD0172                          STATION DESCRIPTION
 FD0172
 FD0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0172'1.4 MI NW FROM KELSO.
 FD0172'1.35 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 FD0172'ST. LOUIS RAILWAY FROM THE STATION AT KELSO, SET IN THE TOP OF THE
 FD0172'SOUTHWEST END OF THE STONE PIER UNDER SOUTHEAST END OF SOUTHEAST
 FD0172'TRUSS OF RAILROAD BRIDGE NO. 33.3 OVER ELK RIVER, 5 1/2 FEET
 FD0172'SOUTHWEST OF THE SOUTHWEST RAIL AND 2 FEET BELOW THE TRACK.
 FD0172'DISK IS SLIGHTLY MUTILATED.  SURFACE OF DISK NOT LEVEL.  ROD
 FD0172'HELD ON CENTER OF DISK.
 FD0172
 FD0172                          STATION RECOVERY (2001)
 FD0172
 FD0172'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0172'BRIDGE HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0490 ***********************************************************************
 FD0490  DESIGNATION -  697
 FD0490  PID         -  FD0490
 FD0490  STATE/COUNTY-  TN/WILLIAMSON
 FD0490  USGS QUAD   -  SPRING HILL (1979)
 FD0490
 FD0490                         *CURRENT SURVEY CONTROL
 FD0490  ___________________________________________________________________
 FD0490* NAD 83(1986)-  35 50 20.     (N)    086 53 57.     (W)     SCALED    
 FD0490* NAVD 88     -       212.081  (meters)     695.80   (feet)  ADJUSTED  
 FD0490  ___________________________________________________________________
 FD0490  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FD0490  DYNAMIC HT  -         211.893 (meters)     695.19  (feet)  COMP
 FD0490  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FD0490
 FD0490  VERT ORDER  -  FIRST     CLASS II
 FD0490
 FD0490.The horizontal coordinates were scaled from a topographic map and have
 FD0490.an estimated accuracy of +/- 6 seconds.
 FD0490
 FD0490.The orthometric height was determined by differential leveling
 FD0490.and adjusted by the National Geodetic Survey in June 1991..
 FD0490
 FD0490.The geoid height was determined by GEOID03.
 FD0490
 FD0490.The dynamic height is computed by dividing the NAVD 88
 FD0490.geopotential number by the normal gravity value computed on the
 FD0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0490.degrees latitude (g = 980.6199 gals.).
 FD0490
 FD0490.The modeled gravity was interpolated from observed gravity values.
 FD0490
 FD0490;                    North         East    Units  Estimated Accuracy
 FD0490;SPC TN       -   167,410.      518,770.      MT  (+/- 180 meters Scaled)
 FD0490
 FD0490                          SUPERSEDED SURVEY CONTROL
 FD0490
 FD0490  NGVD 29 (??/??/92)  212.048  (m)          695.69   (f) ADJ UNCH    1 2
 FD0490
 FD0490.Superseded values are not recommended for survey control.
 FD0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0490.See file dsdata.txt to determine how the superseded data were derived.
 FD0490
 FD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE091660(NAD 83)
 FD0490_MARKER: DD = SURVEY DISK
 FD0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0490_SP_SET: STEP
 FD0490_STAMPING: 697 NASHVILLE 1899
 FD0490_MARK LOGO: USGS  
 FD0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0490
 FD0490  HISTORY     - Date     Condition        Report By
 FD0490  HISTORY     - 1899     MONUMENTED       USGS
 FD0490  HISTORY     - 1960     GOOD             NGS
 FD0490  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0490
 FD0490                          STATION DESCRIPTION
 FD0490
 FD0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0490'0.3 MI S FROM WEST HARPETH.
 FD0490'ORIGINAL DESCRIPTION-- AT WEST HARPETH, WILLIAMSON COUNTY, 0.3
 FD0490'MILE SOUTH OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, IN
 FD0490'THE SOUTH ABUTMENT OF A PLATE-GIRDER BRIDGE, AND IN THE TOP OF
 FD0490'THE FOURTH STEP FROM THE BOTTOM OF THE RETAINING WALL.  A UNITED
 FD0490'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 697 NASHVILLE
 FD0490'1899.
 FD0490
 FD0490                          STATION RECOVERY (1984)
 FD0490
 FD0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0490'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1185 ***********************************************************************
 FC1185  DESIGNATION -  698 N
 FC1185  PID         -  FC1185
 FC1185  STATE/COUNTY-  TN/HAMILTON
 FC1185  USGS QUAD   -  CHATTANOOGA (1976)
 FC1185
 FC1185                         *CURRENT SURVEY CONTROL
 FC1185  ___________________________________________________________________
 FC1185* NAD 83(1986)-  35 02 37.     (N)    085 18 29.     (W)     SCALED    
 FC1185* NAVD 88     -       211.224  (meters)     692.99   (feet)  ADJUSTED  
 FC1185  ___________________________________________________________________
 FC1185  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1185  DYNAMIC HT  -         211.014 (meters)     692.30  (feet)  COMP
 FC1185  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 FC1185
 FC1185  VERT ORDER  -  FIRST     CLASS II
 FC1185
 FC1185.The horizontal coordinates were scaled from a topographic map and have
 FC1185.an estimated accuracy of +/- 6 seconds.
 FC1185
 FC1185.The orthometric height was determined by differential leveling
 FC1185.and adjusted by the National Geodetic Survey in June 1991..
 FC1185.WARNING-Repeat measurements at this control monument indicate possible
 FC1185.vertical movement.
 FC1185
 FC1185.The geoid height was determined by GEOID03.
 FC1185
 FC1185.The dynamic height is computed by dividing the NAVD 88
 FC1185.geopotential number by the normal gravity value computed on the
 FC1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1185.degrees latitude (g = 980.6199 gals.).
 FC1185
 FC1185.The modeled gravity was interpolated from observed gravity values.
 FC1185
 FC1185;                    North         East    Units  Estimated Accuracy
 FC1185;SPC TN       -    79,030.      663,140.      MT  (+/- 180 meters Scaled)
 FC1185
 FC1185                          SUPERSEDED SURVEY CONTROL
 FC1185
 FC1185  NGVD 29 (??/??/92)  211.257  (m)          693.10   (f) ADJ UNCH    1 2
 FC1185
 FC1185.Superseded values are not recommended for survey control.
 FC1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1185.See file dsdata.txt to determine how the superseded data were derived.
 FC1185
 FC1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD543791(NAD 83)
 FC1185_MARKER: DD = SURVEY DISK
 FC1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1185_SP_SET: BUILDING
 FC1185_STAMPING: 693.099 1899
 FC1185_MARK LOGO: USGS  
 FC1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1185
 FC1185  HISTORY     - Date     Condition        Report By
 FC1185  HISTORY     - UNK      MONUMENTED       USGS
 FC1185  HISTORY     - 1950     GOOD             NGS
 FC1185  HISTORY     - 1983     GOOD             NGS
 FC1185  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FC1185
 FC1185                          STATION DESCRIPTION
 FC1185
 FC1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1185'AT CHATTANOOGA.
 FC1185'AT CHATTANOOGA, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 FC1185'ELEVENTH AND LINDSAY STREETS, SET VERTICALLY IN THE LOWER COURSE
 FC1185'OF STONE OF THE EAST FACE OF THE OLD POST OFFICE BUILDING, 4
 FC1185'FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING AND ABOUT
 FC1185'1/2 FOOT ABOVE THE LAWN.  NOTE-- MARK APPEARS TO HAVE BEEN
 FC1185'RE-STAMPED RECENTLY.
 FC1185
 FC1185                          STATION RECOVERY (1983)
 FC1185
 FC1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1185'RECOVERED IN GOOD CONDITION.
 FC1185
 FC1185                          STATION RECOVERY (1989)
 FC1185
 FC1185'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2559 ***********************************************************************
 AJ2559  DESIGNATION -  7
 AJ2559  PID         -  AJ2559
 AJ2559  STATE/COUNTY-  TN/SHELBY
 AJ2559  USGS QUAD   -  DRUMMONDS (1983)
 AJ2559
 AJ2559                         *CURRENT SURVEY CONTROL
 AJ2559  ___________________________________________________________________
 AJ2559* NAD 83(1995)-  35 23 22.96465(N)    089 55 26.30431(W)     ADJUSTED  
 AJ2559* NAVD 88     -        91.4    (meters)     300.     (feet)  GPS OBS   
 AJ2559  ___________________________________________________________________
 AJ2559  X           -       6,907.329 (meters)                     COMP
 AJ2559  Y           -  -5,205,554.942 (meters)                     COMP
 AJ2559  Z           -   3,673,236.542 (meters)                     COMP
 AJ2559  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AJ2559  ELLIP HEIGHT-          64.12  (meters)          (04/26/01) GPS OBS
 AJ2559  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ2559
 AJ2559  HORZ ORDER  -  FIRST
 AJ2559  ELLP ORDER  -  FOURTH    CLASS I
 AJ2559
 AJ2559.The horizontal coordinates were established by GPS observations
 AJ2559.and adjusted by the National Geodetic Survey in April 2001..
 AJ2559
 AJ2559.The orthometric height was determined by GPS observations and a
 AJ2559.high-resolution geoid model.
 AJ2559
 AJ2559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2559
 AJ2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2559
 AJ2559.The ellipsoidal height was determined by GPS observations
 AJ2559.and is referenced to NAD 83.
 AJ2559
 AJ2559.The geoid height was determined by GEOID03.
 AJ2559
 AJ2559;                    North         East     Units Scale Factor Converg.
 AJ2559;SPC TN       -   124,350.822   243,597.548   MT  0.99997828   -2 17 50.1
 AJ2559;SPC TN       -   407,974.32    799,202.96   sFT  0.99997828   -2 17 50.1
 AJ2559;UTM  16      - 3,920,188.753   234,415.537   MT  1.00046933   -1 41 39.7
 AJ2559;UTM  15      - 3,920,608.067   779,399.741   MT  1.00056214   +1 46 57.3
 AJ2559
 AJ2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2559!SPC TN       -   0.99998994  x   0.99997828  =   0.99996822
 AJ2559!UTM  16      -   0.99998994  x   1.00046933  =   1.00045926
 AJ2559!UTM  15      -   0.99998994  x   1.00056214  =   1.00055207
 AJ2559
 AJ2559                          SUPERSEDED SURVEY CONTROL
 AJ2559
 AJ2559.No superseded survey control is available for this station.
 AJ2559
 AJ2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3441620189(NAD 83)
 AJ2559_MARKER: DD = SURVEY DISK
 AJ2559_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2559+WITH SETTING: INFORMATION.
 AJ2559_STAMPING: 007
 AJ2559_MARK LOGO: MLGW  
 AJ2559_PROJECTION: FLUSH
 AJ2559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2559+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2559_ROD/PIPE-DEPTH:  0.8 meters
 AJ2559
 AJ2559  HISTORY     - Date     Condition        Report By
 AJ2559  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2559
 AJ2559                          STATION DESCRIPTION
 AJ2559
 AJ2559'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2559'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 1.50
 AJ2559'MILES (2.41 KM) EAST OF MEEMAN-SHELBY FOREST STATE PARK AT THE
 AJ2559'SHELBY-TIPTON COUNTY LINE.
 AJ2559'TO REACH THE STATION FROM THE INTERSECTION OF QUITO ROAD AND WEST
 AJ2559'UNION ROAD, PROCEED NORTH ON QUITO ROAD APPROXIMATELY 1.60 MILE (2.57
 AJ2559'KM) TO A 90 DEGREE TURN IN QUITO ROAD TO WEST.  CONTINUE WEST ON QUITO
 AJ2559'ROAD FOR APPROXIMATELY 0.18 MILES (0.29 KM) TO QUITO ROAD TO NORTH.
 AJ2559'THE STATION IS ON THE RIGHT.
 AJ2559'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2559'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2559'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 0.19 MILES (0.31 KM)
 AJ2559'EAST OF THE CENTERLINE OF QUITO ROAD TO NORTH, 196.00 FEET (59.74 M)
 AJ2559'EAST OF A WOOD POWER POLE NO.  74245, 130.60 FEET (39.81 M) WEST OF A
 AJ2559'WOOD POWER POLE NO.  74246, 59.50 FEET (18.14 M) NORTHEAST OF A WOOD
 AJ2559'POWER POLE ON THE SOUTH SIDE OF QUITO ROAD (THIS IS THE 5TH POLE EAST
 AJ2559'OF QUITO ROAD TO NORTH) , 24.00 FEET (7.32 M) NORTH OF THE CENTERLINE
 AJ2559'OF QUITO ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2477 ***********************************************************************
 GC2477  DESIGNATION -  7 JWM
 GC2477  PID         -  GC2477
 GC2477  STATE/COUNTY-  TN/MONTGOMERY
 GC2477  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC2477
 GC2477                         *CURRENT SURVEY CONTROL
 GC2477  ___________________________________________________________________
 GC2477* NAD 83(1995)-  36 33 04.88863(N)    087 23 21.17507(W)     ADJUSTED  
 GC2477* NAVD 88     -       167.01   (+/-2cm)     547.9    (feet)  VERTCON   
 GC2477  ___________________________________________________________________
 GC2477  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GC2477  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2477
 GC2477  HORZ ORDER  -  SECOND
 GC2477  VERT ORDER  -  THIRD ? (See Below)
 GC2477
 GC2477.The horizontal coordinates were established by classical geodetic methods
 GC2477.and adjusted by the National Geodetic Survey in April 1999..
 GC2477
 GC2477.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2477.The vertical order pertains to the NGVD 29 superseded value.
 GC2477
 GC2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2477
 GC2477.The geoid height was determined by GEOID03.
 GC2477
 GC2477;                    North         East     Units Scale Factor Converg.
 GC2477;SPC TN       -   246,978.063   475,621.778   MT  1.00002666   -0 48 47.9
 GC2477;SPC TN       -   810,293.86  1,560,435.78   sFT  1.00002666   -0 48 47.9
 GC2477;UTM  16      - 4,045,175.393   465,166.676   MT  0.99961495   -0 13 54.5
 GC2477
 GC2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2477!SPC TN       -   0.99997843  x   1.00002666  =   1.00000509
 GC2477!UTM  16      -   0.99997843  x   0.99961495  =   0.99959339
 GC2477
 GC2477                          SUPERSEDED SURVEY CONTROL
 GC2477
 GC2477  NAD 83(1995)-  36 33 04.88942(N)    087 23 21.17574(W) AD(       ) 2
 GC2477  NAD 83(1995)-  36 33 04.89446(N)    087 23 21.17943(W) AD(       ) 2
 GC2477  NAD 83(1986)-  36 33 04.89840(N)    087 23 21.17793(W) AD(       ) 2
 GC2477  NAD 27      -  36 33 04.72700(N)    087 23 21.14700(W) AD(       ) 2
 GC2477  NGVD 29 (07/19/86)  167.08   (m)          548.2    (f) LEVELING    3  
 GC2477
 GC2477.Superseded values are not recommended for survey control.
 GC2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2477.See file dsdata.txt to determine how the superseded data were derived.
 GC2477
 GC2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6516745175(NAD 83)
 GC2477_MARKER: DB = BENCH MARK DISK
 GC2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2477
 GC2477  HISTORY     - Date     Condition        Report By
 GC2477  HISTORY     - 1953     MONUMENTED       USGS
 GC2477
 GC2477                          STATION DESCRIPTION
 GC2477
 GC2477'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GC2477'SEE STATION PROVIDENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1511 ***********************************************************************
 GD1511  DESIGNATION -  7 RHP
 GD1511  PID         -  GD1511
 GD1511  STATE/COUNTY-  TN/GIBSON
 GD1511  USGS QUAD   -  DYER (1985)
 GD1511
 GD1511                         *CURRENT SURVEY CONTROL
 GD1511  ___________________________________________________________________
 GD1511* NAD 83(1995)-  36 07 16.74248(N)    088 55 34.60249(W)     ADJUSTED  
 GD1511* NAVD 88     -       134.17   (+/-2cm)     440.2    (feet)  VERTCON   
 GD1511  ___________________________________________________________________
 GD1511  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 GD1511  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1511
 GD1511  HORZ ORDER  -  SECOND
 GD1511  VERT ORDER  -  THIRD ? (See Below)
 GD1511
 GD1511.The horizontal coordinates were established by classical geodetic methods
 GD1511.and adjusted by the National Geodetic Survey in April 1999..
 GD1511
 GD1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1511.The vertical order pertains to the NGVD 29 superseded value.
 GD1511
 GD1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1511
 GD1511.The geoid height was determined by GEOID03.
 GD1511
 GD1511;                    North         East     Units Scale Factor Converg.
 GD1511;SPC TN       -   202,314.253   336,610.185   MT  0.99996093   -1 42 47.4
 GD1511;SPC TN       -   663,759.35  1,104,361.92   sFT  0.99996093   -1 42 47.4
 GD1511;UTM  16      - 3,999,122.677   326,645.347   MT  0.99997029   -1 08 08.9
 GD1511
 GD1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1511!SPC TN       -   0.99998336  x   0.99996093  =   0.99994429
 GD1511!UTM  16      -   0.99998336  x   0.99997029  =   0.99995365
 GD1511
 GD1511                          SUPERSEDED SURVEY CONTROL
 GD1511
 GD1511  NAD 83(1995)-  36 07 16.74520(N)    088 55 34.60499(W) AD(       ) 2
 GD1511  NAD 83(1995)-  36 07 16.74563(N)    088 55 34.60501(W) AD(       ) 2
 GD1511  NAD 83(1986)-  36 07 16.75446(N)    088 55 34.60199(W) AD(       ) 2
 GD1511  NAD 27      -  36 07 16.51220(N)    088 55 34.36930(W) AD(       ) 2
 GD1511  NGVD 29 (07/19/86)  134.20   (m)          440.3    (f) LEVELING    3  
 GD1511
 GD1511.Superseded values are not recommended for survey control.
 GD1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1511.See file dsdata.txt to determine how the superseded data were derived.
 GD1511
 GD1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2664599123(NAD 83)
 GD1511_MARKER: DB = BENCH MARK DISK
 GD1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1511_STAMPING: 7 RHP 1951
 GD1511_MARK LOGO: USGS  
 GD1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1511+STABILITY: SURFACE MOTION
 GD1511
 GD1511  HISTORY     - Date     Condition        Report By
 GD1511  HISTORY     - 1951     MONUMENTED       USGS
 GD1511  HISTORY     - 1967     GOOD             CGS
 GD1511
 GD1511                          STATION DESCRIPTION
 GD1511
 GD1511'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (GWM)
 GD1511'THE STATION IS ABOUT 3 MILES EAST OF RUTHERFORD, ON THE PROPERTY OF
 GD1511'AND JUST EAST OF THE SALEM METHODIST CHURCH.
 GD1511'
 GD1511'7 USGS IS A STANDARD GEOLOGICAL SURVEY BM DISK STAMPED 7 RHP 1951
 GD1511'ELV., 440 FEET AND IS SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 GD1511'THAT PROJECTS 8 INCHES.  IT IS 1 FOOT SOUTH OF THE SOUTHEAST CORNER
 GD1511'OF THE SALEM METHODIST CHURCH.  NOTE THIS MARK WAS USED AS
 GD1511'REFERENCE MARK 2.
 GD1511
 GD1511                          STATION RECOVERY (1967)
 GD1511
 GD1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1511'THIS MARK WAS RECOVERED AS DESCRIBED.
 GD1511'
 GD1511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1511'EAST OF RUTHERFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1061 ***********************************************************************
 FC1061  DESIGNATION -  701.3
 FC1061  PID         -  FC1061
 FC1061  STATE/COUNTY-  TN/RHEA
 FC1061  USGS QUAD   -  GRAYSVILLE (1990)
 FC1061
 FC1061                         *CURRENT SURVEY CONTROL
 FC1061  ___________________________________________________________________
 FC1061* NAD 83(1986)-  35 29 42.     (N)    085 00 46.     (W)     SCALED    
 FC1061* NAVD 88     -       213.673  (meters)     701.03   (feet)  ADJUSTED  
 FC1061  ___________________________________________________________________
 FC1061  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1061  DYNAMIC HT  -         213.469 (meters)     700.36  (feet)  COMP
 FC1061  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 FC1061
 FC1061  VERT ORDER  -  FIRST     CLASS II
 FC1061
 FC1061.The horizontal coordinates were scaled from a topographic map and have
 FC1061.an estimated accuracy of +/- 6 seconds.
 FC1061
 FC1061.The orthometric height was determined by differential leveling
 FC1061.and adjusted by the National Geodetic Survey in June 1991..
 FC1061
 FC1061.The geoid height was determined by GEOID03.
 FC1061
 FC1061.The dynamic height is computed by dividing the NAVD 88
 FC1061.geopotential number by the normal gravity value computed on the
 FC1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1061.degrees latitude (g = 980.6199 gals.).
 FC1061
 FC1061.The modeled gravity was interpolated from observed gravity values.
 FC1061
 FC1061;                    North         East    Units  Estimated Accuracy
 FC1061;SPC TN       -   129,340.      689,570.      MT  (+/- 180 meters Scaled)
 FC1061
 FC1061                          SUPERSEDED SURVEY CONTROL
 FC1061
 FC1061  NGVD 29 (??/??/92)  213.750  (m)          701.28   (f) ADJ UNCH    1 2
 FC1061
 FC1061.Superseded values are not recommended for survey control.
 FC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1061.See file dsdata.txt to determine how the superseded data were derived.
 FC1061
 FC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE802297(NAD 83)
 FC1061_MARKER: B = BOLT
 FC1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1061_SP_SET: STONE POST
 FC1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1061+STABILITY: SURFACE MOTION
 FC1061
 FC1061  HISTORY     - Date     Condition        Report By
 FC1061  HISTORY     - UNK      MONUMENTED       MI1260
 FC1061  HISTORY     - 1950     GOOD             NGS
 FC1061
 FC1061                          STATION DESCRIPTION
 FC1061
 FC1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1061'AT DAYTON.
 FC1061'AT DAYTON, NEAR THE SOUTH CORNER OF THE COURT HOUSE YARD, 10.5
 FC1061'FEET NORTHWEST OF THE NORTHWEST CURB OF U.S. HIGHWAY 27, 47 FEET
 FC1061'NORTHEAST OF THE NORTHEAST CURB OF A STREET, 13.2 FEET NORTHEAST
 FC1061'OF A FLAG POLE, 132 FEET SOUTH OF THE SOUTH CORNER OF THE COURT
 FC1061'HOUSE AND SET IN THE TOP OF A 9-BY 9-INCH STONE POST PROJECTING
 FC1061'ABOUT 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0330 ***********************************************************************
 FD0330  DESIGNATION -  713
 FD0330  PID         -  FD0330
 FD0330  STATE/COUNTY-  TN/LINCOLN
 FD0330  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0330
 FD0330                         *CURRENT SURVEY CONTROL
 FD0330  ___________________________________________________________________
 FD0330* NAD 83(1986)-  35 14 14.     (N)    086 36 49.     (W)     SCALED    
 FD0330* NAVD 88     -       217.486  (meters)     713.54   (feet)  ADJUSTED  
 FD0330  ___________________________________________________________________
 FD0330  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0330  DYNAMIC HT  -         217.285 (meters)     712.88  (feet)  COMP
 FD0330  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 FD0330
 FD0330  VERT ORDER  -  FIRST     CLASS II
 FD0330
 FD0330.The horizontal coordinates were scaled from a topographic map and have
 FD0330.an estimated accuracy of +/- 6 seconds.
 FD0330
 FD0330.The orthometric height was determined by differential leveling
 FD0330.and adjusted by the National Geodetic Survey in June 1991..
 FD0330
 FD0330.The geoid height was determined by GEOID03.
 FD0330
 FD0330.The dynamic height is computed by dividing the NAVD 88
 FD0330.geopotential number by the normal gravity value computed on the
 FD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0330.degrees latitude (g = 980.6199 gals.).
 FD0330
 FD0330.The modeled gravity was interpolated from observed gravity values.
 FD0330
 FD0330;                    North         East    Units  Estimated Accuracy
 FD0330;SPC TN       -   100,460.      544,150.      MT  (+/- 180 meters Scaled)
 FD0330
 FD0330                          SUPERSEDED SURVEY CONTROL
 FD0330
 FD0330  NGVD 29 (??/??/92)  217.466  (m)          713.47   (f) ADJ UNCH    1 2
 FD0330
 FD0330.Superseded values are not recommended for survey control.
 FD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0330.See file dsdata.txt to determine how the superseded data were derived.
 FD0330
 FD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED351994(NAD 83)
 FD0330_MARKER: DD = SURVEY DISK
 FD0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0330_SP_SET: ABUTMENT
 FD0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0330
 FD0330  HISTORY     - Date     Condition        Report By
 FD0330  HISTORY     - UNK      MONUMENTED       USGS
 FD0330  HISTORY     - 1949     POOR             NGS
 FD0330
 FD0330                          STATION DESCRIPTION
 FD0330
 FD0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0330'5.8 MI SE FROM PETERSBURG.
 FD0330'5.85 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0330'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.45 MILE
 FD0330'NORTHWEST OF THE ROAD CROSSING AND CHURCH OF CHRIST AT HOWELL,
 FD0330'SET IN THE TOP OF THE CONCRETE WING WALL OF NORTH ABUTMENT OF
 FD0330'BRIDGE NO. 46.4, 5 1/2 FEET WEST OF THE WEST RAIL AND ABOUT 1/2
 FD0330'FOOT BELOW THE TRACK.  NOTE-- ONLY THE CENTER PART OF THE DISK
 FD0330'ABOUT THE SIZE OF SHANK REMAINS.  THE PORTION OF DISK REMAINING
 FD0330'IS SOLID AND BRIDGE IS IN GOOD CONDITION.  THE ELEVATION OF THE
 FD0330'TOP OF THE SHANK WAS COMPARED WITH THE IMPRINT OF THE BACK OF
 FD0330'THE DISK IN THE CONCRETE BY USING A STRAIGHT-EDGE AND IT WAS
 FD0330'FOUND THAT THE TOP OF THE SHANK WAS JUST LEVEL WITH THE BACK OF
 FD0330'THE DISK.  IT IS BELIEVED THAT IF THE THICKNESS OF THE DISK WERE
 FD0330'ADDED TO THE ELEVATION DETERMINED FOR THE SHANK, THIS VALUE
 FD0330'WOULD BE VERY CLOSE TO A CORRECT ELEVATION FOR THE DISK WERE IT
 FD0330'STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2599 ***********************************************************************
 AJ2599  DESIGNATION -  72
 AJ2599  PID         -  AJ2599
 AJ2599  STATE/COUNTY-  TN/SHELBY
 AJ2599  USGS QUAD   -  ELLENDALE (1993)
 AJ2599
 AJ2599                         *CURRENT SURVEY CONTROL
 AJ2599  ___________________________________________________________________
 AJ2599* NAD 83(1995)-  35 12 15.97105(N)    089 49 01.22587(W)     ADJUSTED  
 AJ2599* NAVD 88     -        85.27   (meters)     279.8    (feet)  LEVELING  
 AJ2599  ___________________________________________________________________
 AJ2599  X           -      16,663.547 (meters)                     COMP
 AJ2599  Y           -  -5,217,405.305 (meters)                     COMP
 AJ2599  Z           -   3,656,455.950 (meters)                     COMP
 AJ2599  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AJ2599  ELLIP HEIGHT-          57.88  (meters)          (04/26/01) GPS OBS
 AJ2599  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ2599
 AJ2599  HORZ ORDER  -  FIRST
 AJ2599  VERT ORDER  -  THIRD ?
 AJ2599  ELLP ORDER  -  FOURTH    CLASS I
 AJ2599
 AJ2599.The horizontal coordinates were established by GPS observations
 AJ2599.and adjusted by the National Geodetic Survey in April 2001..
 AJ2599
 AJ2599.The orthometric height was determined by differential leveling.
 AJ2599.The vertical network tie was performed by a horz. field party for horz.
 AJ2599.obs reductions. Reset procedures were used to establish the elevation.
 AJ2599
 AJ2599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2599
 AJ2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2599
 AJ2599.The ellipsoidal height was determined by GPS observations
 AJ2599.and is referenced to NAD 83.
 AJ2599
 AJ2599.The geoid height was determined by GEOID03.
 AJ2599
 AJ2599;                    North         East     Units Scale Factor Converg.
 AJ2599;SPC TN       -   103,426.744   252,506.474   MT  1.00000835   -2 14 04.7
 AJ2599;SPC TN       -   339,325.91    828,431.66   sFT  1.00000835   -2 14 04.7
 AJ2599;UTM  16      - 3,899,350.811   243,549.484   MT  1.00041059   -1 37 29.6
 AJ2599
 AJ2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2599!SPC TN       -   0.99999092  x   1.00000835  =   0.99999926
 AJ2599!UTM  16      -   0.99999092  x   1.00041059  =   1.00040150
 AJ2599
 AJ2599                          SUPERSEDED SURVEY CONTROL
 AJ2599
 AJ2599.No superseded survey control is available for this station.
 AJ2599
 AJ2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4354999351(NAD 83)
 AJ2599_MARKER: DD = SURVEY DISK
 AJ2599_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2599+WITH SETTING: INFORMATION.
 AJ2599_STAMPING: 072
 AJ2599_MARK LOGO: MLGW  
 AJ2599_PROJECTION: FLUSH
 AJ2599_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2599+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AJ2599_ROD/PIPE-DEPTH:  0.8 meters
 AJ2599
 AJ2599  HISTORY     - Date     Condition        Report By
 AJ2599  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2599  HISTORY     - 20030423 GOOD             TN1620
 AJ2599
 AJ2599                          STATION DESCRIPTION
 AJ2599
 AJ2599'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2599'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY AT THE
 AJ2599'CITY OF BARTLETT TENNESSEE CITY LIMITS.
 AJ2599'TO REACH THE STATION FROM THE INTERSECTION OF STAGE ROAD (HIGHWAY 64)
 AJ2599'AND APPLING ROAD PROCEED WEST ON STAGE ROAD APPROXIMATELY 0.10 MILE
 AJ2599'(0.16 KM) TO THE STATION ON THE LEFT.
 AJ2599'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2599'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2599'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 695.00 FEET (211.84 M)
 AJ2599'WEST OF THE CENTERLINE OF APPLING ROAD TO SOUTH, BROTHER BLVD.  TO THE
 AJ2599'NORTH, IN THE CENTER OF MEDIAN ISLAND, 15.70 FEET (4.79 M) SOUTH OF
 AJ2599'THE NORTH CURBLINE OF MEDIAN, 13.00 FEET (3.96 M) NORTH OF THE SOUTH
 AJ2599'CURBLINE OF MEDIAN, 2.50 FEET (0.76 M) WEST OF THE EAST SIDE OF A
 AJ2599'DRIVEWAY AT ADDRESS 7380 STAGE ROAD PROJECTED NORTH. THE CAP AND
 AJ2599'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2599
 AJ2599                          STATION RECOVERY (2003)
 AJ2599
 AJ2599'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (EM)
 AJ2599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0739 ***********************************************************************
 FC0739  DESIGNATION -  72 21 10
 FC0739  PID         -  FC0739
 FC0739  STATE/COUNTY-  TN/RHEA
 FC0739  USGS QUAD   -  SPRING CITY (1990)
 FC0739
 FC0739                         *CURRENT SURVEY CONTROL
 FC0739  ___________________________________________________________________
 FC0739* NAD 83(1986)-  35 38 26.     (N)    084 50 32.     (W)     SCALED    
 FC0739* NAVD 88     -       250.710  (meters)     822.54   (feet)  ADJUSTED  
 FC0739  ___________________________________________________________________
 FC0739  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0739  DYNAMIC HT  -         250.474 (meters)     821.76  (feet)  COMP
 FC0739  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FC0739
 FC0739  VERT ORDER  -  FIRST     CLASS II
 FC0739
 FC0739.The horizontal coordinates were scaled from a topographic map and have
 FC0739.an estimated accuracy of +/- 6 seconds.
 FC0739
 FC0739.The orthometric height was determined by differential leveling
 FC0739.and adjusted by the National Geodetic Survey in June 1991..
 FC0739
 FC0739.The geoid height was determined by GEOID03.
 FC0739
 FC0739.The dynamic height is computed by dividing the NAVD 88
 FC0739.geopotential number by the normal gravity value computed on the
 FC0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0739.degrees latitude (g = 980.6199 gals.).
 FC0739
 FC0739.The modeled gravity was interpolated from observed gravity values.
 FC0739
 FC0739;                    North         East    Units  Estimated Accuracy
 FC0739;SPC TN       -   145,660.      704,850.      MT  (+/- 180 meters Scaled)
 FC0739
 FC0739                          SUPERSEDED SURVEY CONTROL
 FC0739
 FC0739  NGVD 29 (??/??/92)  250.792  (m)          822.81   (f) ADJ UNCH    1 2
 FC0739
 FC0739.Superseded values are not recommended for survey control.
 FC0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0739.See file dsdata.txt to determine how the superseded data were derived.
 FC0739
 FC0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE953462(NAD 83)
 FC0739_MARKER: DD = SURVEY DISK
 FC0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0739_STAMPING: 72 21 10
 FC0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0739+STABILITY: SURFACE MOTION
 FC0739
 FC0739  HISTORY     - Date     Condition        Report By
 FC0739  HISTORY     - UNK      MONUMENTED       TNGS
 FC0739  HISTORY     - 1950     GOOD             NGS
 FC0739
 FC0739                          STATION DESCRIPTION
 FC0739
 FC0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0739'5.6 MI SE FROM SPRING CITY.
 FC0739'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0739'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 2.75 MILES EAST ALONG
 FC0739'STATE HIGHWAY 68, ABOUT 0.2 MILE EAST OF A GRAVEL ROAD CROSSING,
 FC0739'NEAR THE WEST END OF A CUT ALONG SOUTH SIDE OF WATTS BAR SPUR
 FC0739'RAILWAY, 56 FEET SOUTH AND ACROSS THE TRACK FROM THE CENTER LINE
 FC0739'OF THE HIGHWAY, 26 FEET SOUTH OF THE SOUTH RAIL, 92 FEET SOUTHEAST
 FC0739'AND ACROSS THE TRACK FROM A WHISTLE SIGN POST, 69 FEET SOUTHWEST
 FC0739'AND ACROSS TRACK FROM A HIGHWAY R/W MARKER POST, 1 FOOT NORTH OF A
 FC0739'T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK AND SET
 FC0739'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0740 ***********************************************************************
 FC0740  DESIGNATION -  72 21 11
 FC0740  PID         -  FC0740
 FC0740  STATE/COUNTY-  TN/RHEA
 FC0740  USGS QUAD   -  SPRING CITY (1990)
 FC0740
 FC0740                         *CURRENT SURVEY CONTROL
 FC0740  ___________________________________________________________________
 FC0740* NAD 83(1986)-  35 38 19.     (N)    084 50 14.     (W)     SCALED    
 FC0740* NAVD 88     -       266.087  (meters)     872.99   (feet)  ADJUSTED  
 FC0740  ___________________________________________________________________
 FC0740  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0740  DYNAMIC HT  -         265.837 (meters)     872.17  (feet)  COMP
 FC0740  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 FC0740
 FC0740  VERT ORDER  -  FIRST     CLASS II
 FC0740
 FC0740.The horizontal coordinates were scaled from a topographic map and have
 FC0740.an estimated accuracy of +/- 6 seconds.
 FC0740
 FC0740.The orthometric height was determined by differential leveling
 FC0740.and adjusted by the National Geodetic Survey in June 1991..
 FC0740
 FC0740.The geoid height was determined by GEOID03.
 FC0740
 FC0740.The dynamic height is computed by dividing the NAVD 88
 FC0740.geopotential number by the normal gravity value computed on the
 FC0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0740.degrees latitude (g = 980.6199 gals.).
 FC0740
 FC0740.The modeled gravity was interpolated from observed gravity values.
 FC0740
 FC0740;                    North         East    Units  Estimated Accuracy
 FC0740;SPC TN       -   145,450.      705,310.      MT  (+/- 180 meters Scaled)
 FC0740
 FC0740                          SUPERSEDED SURVEY CONTROL
 FC0740
 FC0740  NGVD 29 (??/??/92)  266.169  (m)          873.26   (f) ADJ UNCH    1 2
 FC0740
 FC0740.Superseded values are not recommended for survey control.
 FC0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0740.See file dsdata.txt to determine how the superseded data were derived.
 FC0740
 FC0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE958460(NAD 83)
 FC0740_MARKER: DD = SURVEY DISK
 FC0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0740_STAMPING: 72 21 11
 FC0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0740+STABILITY: SURFACE MOTION
 FC0740
 FC0740  HISTORY     - Date     Condition        Report By
 FC0740  HISTORY     - UNK      MONUMENTED       TNGS
 FC0740  HISTORY     - 1950     GOOD             NGS
 FC0740
 FC0740                          STATION DESCRIPTION
 FC0740
 FC0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0740'5.8 MI SE FROM SPRING CITY.
 FC0740'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0740'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 3.05 MILES EAST
 FC0740'ALONG STATE HIGHWAY 68, ON THE TOP OF A CUT ALONG SOUTH SIDE OF
 FC0740'WATTS BAR SPUR RAILWAY, NEAR THE TOP OF A GRADE, 115 FEET SOUTH
 FC0740'AND ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 84 FEET
 FC0740'SOUTH OF THE SOUTH RAIL, 97 FEET SOUTH OF A HIGHWAY R/W MARKER
 FC0740'POST, 1 FOOT NORTH OF A FENCE LINE, 1 FOOT NORTHEAST OF A T.V.A.
 FC0740'STEEL WITNESS POST, ABOUT 15 FEET ABOVE THE TRACK AND SET IN
 FC0740'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0745 ***********************************************************************
 FC0745  DESIGNATION -  72 21 13
 FC0745  PID         -  FC0745
 FC0745  STATE/COUNTY-  TN/RHEA
 FC0745  USGS QUAD   -  SPRING CITY (1990)
 FC0745
 FC0745                         *CURRENT SURVEY CONTROL
 FC0745  ___________________________________________________________________
 FC0745* NAD 83(1986)-  35 37 33.     (N)    084 48 59.     (W)     SCALED    
 FC0745* NAVD 88     -       225.972  (meters)     741.38   (feet)  ADJUSTED  
 FC0745  ___________________________________________________________________
 FC0745  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0745  DYNAMIC HT  -         225.759 (meters)     740.68  (feet)  COMP
 FC0745  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 FC0745
 FC0745  VERT ORDER  -  FIRST     CLASS II
 FC0745
 FC0745.The horizontal coordinates were scaled from a topographic map and have
 FC0745.an estimated accuracy of +/- 6 seconds.
 FC0745
 FC0745.The orthometric height was determined by differential leveling
 FC0745.and adjusted by the National Geodetic Survey in June 1991..
 FC0745
 FC0745.The geoid height was determined by GEOID03.
 FC0745
 FC0745.The dynamic height is computed by dividing the NAVD 88
 FC0745.geopotential number by the normal gravity value computed on the
 FC0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0745.degrees latitude (g = 980.6199 gals.).
 FC0745
 FC0745.The modeled gravity was interpolated from observed gravity values.
 FC0745
 FC0745;                    North         East    Units  Estimated Accuracy
 FC0745;SPC TN       -   144,050.      707,210.      MT  (+/- 180 meters Scaled)
 FC0745
 FC0745                          SUPERSEDED SURVEY CONTROL
 FC0745
 FC0745  NGVD 29 (??/??/92)  226.055  (m)          741.65   (f) ADJ UNCH    1 2
 FC0745
 FC0745.Superseded values are not recommended for survey control.
 FC0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0745.See file dsdata.txt to determine how the superseded data were derived.
 FC0745
 FC0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE977446(NAD 83)
 FC0745_MARKER: DD = SURVEY DISK
 FC0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0745_STAMPING: 72 21 13
 FC0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0745+STABILITY: SURFACE MOTION
 FC0745
 FC0745  HISTORY     - Date     Condition        Report By
 FC0745  HISTORY     - UNK      MONUMENTED       TNGS
 FC0745  HISTORY     - 1950     GOOD             NGS
 FC0745
 FC0745                          STATION DESCRIPTION
 FC0745
 FC0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0745'7.4 MI SE FROM SPRING CITY.
 FC0745'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0745'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 4.65 MILES EAST
 FC0745'ALONG STATE HIGHWAY 68, ABOUT 0.1 MILE NORTHWEST OF A ROAD
 FC0745'CROSSING, 59 FEET SOUTHWEST AND ACROSS WATTS BAT SPUR RAILWAY
 FC0745'FROM THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHWEST OF THE
 FC0745'SOUTHWEST RAIL, 2 FEET SOUTHWEST OF THE EDGE OF A CUT, 44 FEET
 FC0745'SOUTH AND ACROSS THE TRACK FROM THE NORTH END OF A SMALL PIPE
 FC0745'CULVERT UNDER RAILWAY, 1/2 FOOT NORTHEAST OF A T.V.A. STEEL
 FC0745'WITNESS POST, ABOUT 5 FEET ABOVE THE TRACK AND SET IN THE TOP
 FC0745'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2755 ***********************************************************************
 FE2755  DESIGNATION -  72 V 33
 FE2755  PID         -  FE2755
 FE2755  STATE/COUNTY-  TN/SHELBY
 FE2755  USGS QUAD   -  COLLIERVILLE (1965)
 FE2755
 FE2755                         *CURRENT SURVEY CONTROL
 FE2755  ___________________________________________________________________
 FE2755* NAD 83(1986)-  35 01 50.     (N)    089 39 54.     (W)     SCALED    
 FE2755* NAVD 88     -       117.291  (meters)     384.81   (feet)  POSTED    
 FE2755  ___________________________________________________________________
 FE2755  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2755  DYNAMIC HT  -         117.180 (meters)     384.45  (feet)  COMP
 FE2755  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 FE2755
 FE2755  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FE2755
 FE2755.The horizontal coordinates were scaled from a topographic map and have
 FE2755.an estimated accuracy of +/- 6 seconds.
 FE2755
 FE2755.The orthometric height was determined by differential leveling
 FE2755.and adjusted by the National Geodetic Survey in 1992..
 FE2755.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FE2755.rate of 0.0 thru 1.0 mm/km.
 FE2755
 FE2755.The geoid height was determined by GEOID03.
 FE2755
 FE2755.The dynamic height is computed by dividing the NAVD 88
 FE2755.geopotential number by the normal gravity value computed on the
 FE2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2755.degrees latitude (g = 980.6199 gals.).
 FE2755
 FE2755.The modeled gravity was interpolated from observed gravity values.
 FE2755
 FE2755;                    North         East    Units  Estimated Accuracy
 FE2755;SPC TN       -    83,620.      265,620.      MT  (+/- 180 meters Scaled)
 FE2755
 FE2755                          SUPERSEDED SURVEY CONTROL
 FE2755
 FE2755.No superseded survey control is available for this station.
 FE2755
 FE2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD568796(NAD 83)
 FE2755_MARKER: DV = VERTICAL CONTROL DISK
 FE2755_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2755_SP_SET: SIDEWALK
 FE2755_STAMPING: 72V 33 1987
 FE2755_MARK LOGO: NGS   
 FE2755_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2755+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2755
 FE2755  HISTORY     - Date     Condition        Report By
 FE2755  HISTORY     - 1987     MONUMENTED       NGS
 FE2755  HISTORY     - 20021001 GOOD             USACE
 FE2755
 FE2755                          STATION DESCRIPTION
 FE2755
 FE2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FE2755'1.37 KM (0.85 MI) SOUTH ALONG CENTER STREET FROM THE POST OFFICE AT
 FE2755'COLLIERVILLE TO THE JUNCTION OF U.S. HIGHWAY 72 AND MARK ON THE LEFT,
 FE2755'16.16 M (53.0 FT) EAST OF THE CENTER LINE OF CENTER STREET, 9.90 M
 FE2755'(32.5 FT) NORTH OF THE CENTER OF U.S. HIGHWAY 72, 3.66 M (12.0 FT)
 FE2755'SOUTH OF A POWER POLE AND STREET LAMP, 1.68 M (5.5 FT) EAST OF THE
 FE2755'WEST END OF THE SIDEWALK, 1.07 M (3.5 FT) NORTH NORTHEAST OF A POWER
 FE2755'POLE WITH A CONTROL BOX, 0.15 M (0.5 FT) SOUTH OF THE NORTH EDGE OF
 FE2755'SIDEWALK AND LEVEL WITH STREET.
 FE2755
 FE2755                          STATION RECOVERY (2002)
 FE2755
 FE2755'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2756 ***********************************************************************
 FE2756  DESIGNATION -  72 V 34
 FE2756  PID         -  FE2756
 FE2756  STATE/COUNTY-  TN/SHELBY
 FE2756  USGS QUAD   -  COLLIERVILLE (1965)
 FE2756
 FE2756                         *CURRENT SURVEY CONTROL
 FE2756  ___________________________________________________________________
 FE2756* NAD 83(1986)-  35 01 40.     (N)    089 39 00.     (W)     SCALED    
 FE2756* NAVD 88     -       114.257  (meters)     374.86   (feet)  POSTED    
 FE2756  ___________________________________________________________________
 FE2756  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE2756  DYNAMIC HT  -         114.150 (meters)     374.51  (feet)  COMP
 FE2756  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 FE2756
 FE2756  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FE2756
 FE2756.The horizontal coordinates were scaled from a topographic map and have
 FE2756.an estimated accuracy of +/- 6 seconds.
 FE2756
 FE2756.The orthometric height was determined by differential leveling
 FE2756.and adjusted by the National Geodetic Survey in 1992..
 FE2756.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FE2756.rate of 0.0 thru 1.0 mm/km.
 FE2756
 FE2756.The geoid height was determined by GEOID03.
 FE2756
 FE2756.The dynamic height is computed by dividing the NAVD 88
 FE2756.geopotential number by the normal gravity value computed on the
 FE2756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2756.degrees latitude (g = 980.6199 gals.).
 FE2756
 FE2756.The modeled gravity was interpolated from observed gravity values.
 FE2756
 FE2756;                    North         East    Units  Estimated Accuracy
 FE2756;SPC TN       -    83,260.      266,970.      MT  (+/- 180 meters Scaled)
 FE2756
 FE2756                          SUPERSEDED SURVEY CONTROL
 FE2756
 FE2756.No superseded survey control is available for this station.
 FE2756
 FE2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD582793(NAD 83)
 FE2756_MARKER: DV = VERTICAL CONTROL DISK
 FE2756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE2756_SP_SET: HEADWALL
 FE2756_STAMPING: 72V 34 1987
 FE2756_MARK LOGO: NGS   
 FE2756_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2756+STABILITY: SURFACE MOTION
 FE2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2756+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2756
 FE2756  HISTORY     - Date     Condition        Report By
 FE2756  HISTORY     - 1987     MONUMENTED       NGS
 FE2756  HISTORY     - 20021001 GOOD             USACE
 FE2756
 FE2756                          STATION DESCRIPTION
 FE2756
 FE2756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FE2756'1.37 KM (0.85 MI) SOUTH ALONG CENTER STREET FROM THE POST OFFICE AT
 FE2756'COLLERVILLE TO THE JUNCTION OF U.S. HIGHWAY 72, THEN EAST ALONG
 FE2756'HIGHWAY 72  1.28 KM (0.80 MI) TO THE MARK ON THE LEFT, IN TOP OF THE
 FE2756'NORTHWEST END OF A CONCRETE HEADWALL OF A CONCRETE CULVERT, 42.52 M
 FE2756'(139.5 FT) NORTH OF THE CENTER LINE INTERSECTION OF SHELBY DRIVE AND
 FE2756'U.S. 72, 11.13 M (36.5 FT) SOUTHEAST OF THE CENTER OF A FIELD ROAD,
 FE2756'7.32 M (24.0 FT)  NORTHEAST OF THE CENTER OF U.S. 72, 0.24 M (0.8 FT)
 FE2756'SOUTHEAST OF A CARSONITE WITNESS POST AND 0.30 M (1.0 FT) BELOW
 FE2756'HIGHWAY 72.
 FE2756
 FE2756                          STATION RECOVERY (2002)
 FE2756
 FE2756'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2757 ***********************************************************************
 FE2757  DESIGNATION -  72 V 35
 FE2757  PID         -  FE2757
 FE2757  STATE/COUNTY-  TN/SHELBY
 FE2757  USGS QUAD   -  COLLIERVILLE (1965)
 FE2757
 FE2757                         *CURRENT SURVEY CONTROL
 FE2757  ___________________________________________________________________
 FE2757* NAD 83(1986)-  35 00 45.     (N)    089 38 38.     (W)     SCALED    
 FE2757* NAVD 88     -       122.859  (meters)     403.08   (feet)  POSTED    
 FE2757  ___________________________________________________________________
 FE2757  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE2757  DYNAMIC HT  -         122.740 (meters)     402.69  (feet)  COMP
 FE2757  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FE2757
 FE2757  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FE2757
 FE2757.The horizontal coordinates were scaled from a topographic map and have
 FE2757.an estimated accuracy of +/- 6 seconds.
 FE2757
 FE2757.The orthometric height was determined by differential leveling
 FE2757.and adjusted by the National Geodetic Survey in 1992..
 FE2757.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FE2757.rate of 0.0 thru 1.0 mm/km.
 FE2757
 FE2757.The geoid height was determined by GEOID03.
 FE2757
 FE2757.The dynamic height is computed by dividing the NAVD 88
 FE2757.geopotential number by the normal gravity value computed on the
 FE2757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2757.degrees latitude (g = 980.6199 gals.).
 FE2757
 FE2757.The modeled gravity was interpolated from observed gravity values.
 FE2757
 FE2757;                    North         East    Units  Estimated Accuracy
 FE2757;SPC TN       -    81,550.      267,470.      MT  (+/- 180 meters Scaled)
 FE2757
 FE2757                          SUPERSEDED SURVEY CONTROL
 FE2757
 FE2757.No superseded survey control is available for this station.
 FE2757
 FE2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD587776(NAD 83)
 FE2757_MARKER: DV = VERTICAL CONTROL DISK
 FE2757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE2757_SP_SET: HEADWALL
 FE2757_STAMPING: 72V 35 1987
 FE2757_MARK LOGO: NGS   
 FE2757_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2757+STABILITY: SURFACE MOTION
 FE2757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2757+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2757
 FE2757  HISTORY     - Date     Condition        Report By
 FE2757  HISTORY     - 1987     MONUMENTED       NGS
 FE2757  HISTORY     - 20021001 GOOD             USACE
 FE2757
 FE2757                          STATION DESCRIPTION
 FE2757
 FE2757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FE2757'1.37 KM (0.85 MI) SOUTH ALONG CENTER STREET FROM THE POST OFFICE AT
 FE2757'COLLIERVILLE TO THE JUNCTION OF U.S. HIGHWAY 72, THEN EAST ALONG
 FE2757'HIGHWAY 72 2.90 KM (1.80 MI) TO THE MARK ON THE LEFT, IN TOP OF THE
 FE2757'EAST END OF A HEADWALL OF A CONCRETE PIPE CULVERT, 17.47 M (57.3 FT)
 FE2757'NORTH NORTHWEST OF A FAYETTE COUNTY, TN SIGN, 8.60 M (28.2 FT) NORTH
 FE2757'OF THE CENTER OF U.S. HIGHWAY 72, 7.01 M (23.0 FT) SOUTH OF A PROPERTY
 FE2757'LINE FENCE, 2.38 M (7.8 FT) EAST SOUTHEAST OF A 8 INCH WILLOW TREE,
 FE2757'0.33 M (1.1 FT) EAST SOUTHEAST OF A CARSONITE WITNESS POST AND 0.90 M
 FE2757'(3.0 FT) BELOW U.S. HIGHWAY 72.
 FE2757
 FE2757                          STATION RECOVERY (2002)
 FE2757
 FE2757'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2758 ***********************************************************************
 FE2758  DESIGNATION -  72 V 36
 FE2758  PID         -  FE2758
 FE2758  STATE/COUNTY-  TN/FAYETTE
 FE2758  USGS QUAD   -  COLLIERVILLE (1965)
 FE2758
 FE2758                         *CURRENT SURVEY CONTROL
 FE2758  ___________________________________________________________________
 FE2758* NAD 83(1986)-  35 00 08.     (N)    089 37 41.     (W)     SCALED    
 FE2758* NAVD 88     -       118.002  (meters)     387.14   (feet)  POSTED    
 FE2758  ___________________________________________________________________
 FE2758  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE2758  DYNAMIC HT  -         117.890 (meters)     386.78  (feet)  COMP
 FE2758  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 FE2758
 FE2758  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FE2758
 FE2758.The horizontal coordinates were scaled from a topographic map and have
 FE2758.an estimated accuracy of +/- 6 seconds.
 FE2758
 FE2758.The orthometric height was determined by differential leveling
 FE2758.and adjusted by the National Geodetic Survey in 1992..
 FE2758.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FE2758.rate of 0.0 thru 1.0 mm/km.
 FE2758
 FE2758.The geoid height was determined by GEOID03.
 FE2758
 FE2758.The dynamic height is computed by dividing the NAVD 88
 FE2758.geopotential number by the normal gravity value computed on the
 FE2758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2758.degrees latitude (g = 980.6199 gals.).
 FE2758
 FE2758.The modeled gravity was interpolated from observed gravity values.
 FE2758
 FE2758;                    North         East    Units  Estimated Accuracy
 FE2758;SPC TN       -    80,350.      268,870.      MT  (+/- 180 meters Scaled)
 FE2758
 FE2758                          SUPERSEDED SURVEY CONTROL
 FE2758
 FE2758.No superseded survey control is available for this station.
 FE2758
 FE2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD601764(NAD 83)
 FE2758_MARKER: DV = VERTICAL CONTROL DISK
 FE2758_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE2758_SP_SET: CULVERT
 FE2758_STAMPING: 72V 36 1987
 FE2758_MARK LOGO: NGS   
 FE2758_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2758+STABILITY: SURFACE MOTION
 FE2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2758+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2758
 FE2758  HISTORY     - Date     Condition        Report By
 FE2758  HISTORY     - 1987     MONUMENTED       NGS
 FE2758  HISTORY     - 20021001 GOOD             USACE
 FE2758
 FE2758                          STATION DESCRIPTION
 FE2758
 FE2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FE2758'1.37 KM (0.85 MI) SOUTH ALONG CENTER STREET FROM POST OFFICE AT
 FE2758'COLLIERVILLE, TN. TO THE JUNCTION OF U.S. 72, THEN EAST ALONG HIGHWAY
 FE2758'72 4.59 KM (2.85 MI) TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHEAST
 FE2758'END OF HEADWALL OF CONCRETE CULVERT, 8.53 M (28.0 FT) NORTHEAST OF
 FE2758'CENTER OF HIGHWAY 72, 7.38 M (24.2 FT) WEST OF TWIN TRUNK ELM TREE IN
 FE2758'FENCE LINE, 6.40 M (21.0 FT) SOUTHWEST OF FENCE, 0.30 M (1.0 FT) WEST
 FE2758'NORTHWEST OF A CARSONITE WITNESS POST AND 0.9 M (3.0 FT) BELOW
 FE2758'HIGHWAY.
 FE2758
 FE2758                          STATION RECOVERY (2002)
 FE2758
 FE2758'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0347 ***********************************************************************
 FD0347  DESIGNATION -  724 SHANK
 FD0347  PID         -  FD0347
 FD0347  STATE/COUNTY-  TN/LINCOLN
 FD0347  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0347
 FD0347                         *CURRENT SURVEY CONTROL
 FD0347  ___________________________________________________________________
 FD0347* NAD 83(1986)-  35 09 06.     (N)    086 34 11.     (W)     SCALED    
 FD0347* NAVD 88     -       219.708  (meters)     720.83   (feet)  ADJUSTED  
 FD0347  ___________________________________________________________________
 FD0347  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0347  DYNAMIC HT  -         219.506 (meters)     720.16  (feet)  COMP
 FD0347  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FD0347
 FD0347  VERT ORDER  -  FIRST     CLASS II
 FD0347
 FD0347.The horizontal coordinates were scaled from a topographic map and have
 FD0347.an estimated accuracy of +/- 6 seconds.
 FD0347
 FD0347.The orthometric height was determined by differential leveling
 FD0347.and adjusted by the National Geodetic Survey in June 1991..
 FD0347
 FD0347.The geoid height was determined by GEOID03.
 FD0347
 FD0347.The dynamic height is computed by dividing the NAVD 88
 FD0347.geopotential number by the normal gravity value computed on the
 FD0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0347.degrees latitude (g = 980.6199 gals.).
 FD0347
 FD0347.The modeled gravity was interpolated from observed gravity values.
 FD0347
 FD0347;                    North         East    Units  Estimated Accuracy
 FD0347;SPC TN       -    90,950.      548,090.      MT  (+/- 180 meters Scaled)
 FD0347
 FD0347                          SUPERSEDED SURVEY CONTROL
 FD0347
 FD0347  NGVD 29 (??/??/92)  219.690  (m)          720.77   (f) ADJ UNCH    1 2
 FD0347
 FD0347.Superseded values are not recommended for survey control.
 FD0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0347.See file dsdata.txt to determine how the superseded data were derived.
 FD0347
 FD0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED391899(NAD 83)
 FD0347_MARKER: Z = SEE DESCRIPTION
 FD0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0347_SP_SET: BUILDING
 FD0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0347
 FD0347  HISTORY     - Date     Condition        Report By
 FD0347  HISTORY     - UNK      MONUMENTED       USGS
 FD0347  HISTORY     - 1949     GOOD             NGS
 FD0347
 FD0347                          STATION DESCRIPTION
 FD0347
 FD0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0347'AT FAYETTEVILLE.
 FD0347'AT FAYETTEVILLE, SET VERTICALLY IN THE EAST FACE OF THE COURT
 FD0347'HOUSE, 7.4 FEET NORTH OF THE CENTER LINE OF THE EAST ENTRANCE TO
 FD0347'THE BUILDING, 1 FOOT ABOVE THE LEVEL OF THE TOP STEP OF THE ENTRANCE
 FD0347'AND ABOUT 4 FEET ABOVE THE GROUND.  NOTE-- THE DISK IS COMPLETELY
 FD0347'REMOVED AND ONLY A PORTION OF THE SHANK REMAINS.  THE PORTION
 FD0347'OF THE SHANK STILL REMAINING IS ABOUT 1 1/2 INCHES IN THE WALL WITH
 FD0347'NO DEFINITE MARK ON THE SHANK.  TAPE WAS SIGHTED AT AS NEAR THE
 FD0347'CENTER OF THE SHANK AS POSSIBLE AND USED AS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1378 ***********************************************************************
 GC1378  DESIGNATION -  735.5
 GC1378  PID         -  GC1378
 GC1378  STATE/COUNTY-  TN/DICKSON
 GC1378  USGS QUAD   -  SLAYDEN (1983)
 GC1378
 GC1378                         *CURRENT SURVEY CONTROL
 GC1378  ___________________________________________________________________
 GC1378* NAD 83(1986)-  36 17 41.     (N)    087 28 13.     (W)     SCALED    
 GC1378* NAVD 88     -       224.086  (meters)     735.19   (feet)  ADJUSTED  
 GC1378  ___________________________________________________________________
 GC1378  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC1378  DYNAMIC HT  -         223.894 (meters)     734.56  (feet)  COMP
 GC1378  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GC1378
 GC1378  VERT ORDER  -  SECOND    CLASS 0
 GC1378
 GC1378.The horizontal coordinates were scaled from a topographic map and have
 GC1378.an estimated accuracy of +/- 6 seconds.
 GC1378
 GC1378.The orthometric height was determined by differential leveling
 GC1378.and adjusted by the National Geodetic Survey in June 1991..
 GC1378
 GC1378.The geoid height was determined by GEOID03.
 GC1378
 GC1378.The dynamic height is computed by dividing the NAVD 88
 GC1378.geopotential number by the normal gravity value computed on the
 GC1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1378.degrees latitude (g = 980.6199 gals.).
 GC1378
 GC1378.The modeled gravity was interpolated from observed gravity values.
 GC1378
 GC1378;                    North         East    Units  Estimated Accuracy
 GC1378;SPC TN       -   218,610.      467,940.      MT  (+/- 180 meters Scaled)
 GC1378
 GC1378                          SUPERSEDED SURVEY CONTROL
 GC1378
 GC1378  NGVD 29 (??/??/92)  224.104  (m)          735.25   (f) ADJ UNCH    2 0
 GC1378
 GC1378.Superseded values are not recommended for survey control.
 GC1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1378.See file dsdata.txt to determine how the superseded data were derived.
 GC1378
 GC1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF577167(NAD 83)
 GC1378_MARKER: Q = CHISELED SQUARE
 GC1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1378_SP_SET: PLATFORM
 GC1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1378
 GC1378  HISTORY     - Date     Condition        Report By
 GC1378  HISTORY     - UNK      MONUMENTED       CGS
 GC1378  HISTORY     - 1934     GOOD             NGS
 GC1378
 GC1378                          STATION DESCRIPTION
 GC1378
 GC1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GC1378'AT SLAYDEN.
 GC1378'AT SLAYDEN, DICKSON COUNTY, ON THE ABANDONED LOUISVILLE AND
 GC1378'NASHVILLE RAILROAD, AT THE NORTHWEST CORNER OF A ROAD
 GC1378'INTERSECTION, IN FRONT OF A BRICK BUILDING, AND ON THE SOUTHWEST
 GC1378'CORNER OF THE CONCRETE PLATFORM.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1083 ***********************************************************************
 FC1083  DESIGNATION -  735.67
 FC1083  PID         -  FC1083
 FC1083  STATE/COUNTY-  TN/HAMILTON
 FC1083  USGS QUAD   -  SODDY (1972)
 FC1083
 FC1083                         *CURRENT SURVEY CONTROL
 FC1083  ___________________________________________________________________
 FC1083* NAD 83(1986)-  35 20 06.     (N)    085 08 29.     (W)     SCALED    
 FC1083* NAVD 88     -       224.169  (meters)     735.46   (feet)  ADJUSTED  
 FC1083  ___________________________________________________________________
 FC1083  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1083  DYNAMIC HT  -         223.948 (meters)     734.74  (feet)  COMP
 FC1083  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 FC1083
 FC1083  VERT ORDER  -  FIRST     CLASS II
 FC1083
 FC1083.The horizontal coordinates were scaled from a topographic map and have
 FC1083.an estimated accuracy of +/- 6 seconds.
 FC1083
 FC1083.The orthometric height was determined by differential leveling
 FC1083.and adjusted by the National Geodetic Survey in June 1991..
 FC1083
 FC1083.The geoid height was determined by GEOID03.
 FC1083
 FC1083.The dynamic height is computed by dividing the NAVD 88
 FC1083.geopotential number by the normal gravity value computed on the
 FC1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1083.degrees latitude (g = 980.6199 gals.).
 FC1083
 FC1083.The modeled gravity was interpolated from observed gravity values.
 FC1083
 FC1083;                    North         East    Units  Estimated Accuracy
 FC1083;SPC TN       -   111,480.      678,060.      MT  (+/- 180 meters Scaled)
 FC1083
 FC1083                          SUPERSEDED SURVEY CONTROL
 FC1083
 FC1083  NGVD 29 (??/??/92)  224.219  (m)          735.63   (f) ADJ UNCH    1 2
 FC1083
 FC1083.Superseded values are not recommended for survey control.
 FC1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1083.See file dsdata.txt to determine how the superseded data were derived.
 FC1083
 FC1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE689117(NAD 83)
 FC1083_MARKER: Q = CHISELED SQUARE
 FC1083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1083_SP_SET: BRIDGE
 FC1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1083
 FC1083  HISTORY     - Date     Condition        Report By
 FC1083  HISTORY     - UNK      MONUMENTED       SOURR
 FC1083  HISTORY     - 1950     GOOD             NGS
 FC1083
 FC1083                          STATION DESCRIPTION
 FC1083
 FC1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1083'3.6 MI NE FROM SODDY.
 FC1083'ABOUT 3.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 FC1083'RATHBURN STATION AT SODDY, ABOUT 3.65 MILES SOUTHWEST OF THE
 FC1083'STATION AT SALE CREEK, A 2 1/2 BY 3-INCH OUTLINE SQUARE ON THE
 FC1083'TOP OF THE SOUTH CORNER OF THE SOUTHEAST END OF THE NORTHEAST
 FC1083'ABUTMENT OF STEEL GIRDER RAILWAY BRIDGE NO. 313.4 OVER A SMALL
 FC1083'CREEK, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 1/2 FOOT
 FC1083'BELOW THE TOP OF RAIL.  NOTE-- ROD HELD ON NORTH CORNER OF
 FC1083'SQUARE WHICH IS HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0296 ***********************************************************************
 FD0296  DESIGNATION -  738
 FD0296  PID         -  FD0296
 FD0296  STATE/COUNTY-  TN/MARSHALL
 FD0296  USGS QUAD   -  LEWISBURG (1981)
 FD0296
 FD0296                         *CURRENT SURVEY CONTROL
 FD0296  ___________________________________________________________________
 FD0296* NAD 83(1986)-  35 26 58.     (N)    086 47 18.     (W)     SCALED    
 FD0296* NAVD 88     -       222.763  (meters)     730.85   (feet)  ADJUSTED  
 FD0296  ___________________________________________________________________
 FD0296  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0296  DYNAMIC HT  -         222.562 (meters)     730.19  (feet)  COMP
 FD0296  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FD0296
 FD0296  VERT ORDER  -  SECOND    CLASS 0
 FD0296
 FD0296.The horizontal coordinates were scaled from a topographic map and have
 FD0296.an estimated accuracy of +/- 6 seconds.
 FD0296
 FD0296.The orthometric height was determined by differential leveling
 FD0296.and adjusted by the National Geodetic Survey in June 1991..
 FD0296
 FD0296.The geoid height was determined by GEOID03.
 FD0296
 FD0296.The dynamic height is computed by dividing the NAVD 88
 FD0296.geopotential number by the normal gravity value computed on the
 FD0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0296.degrees latitude (g = 980.6199 gals.).
 FD0296
 FD0296.The modeled gravity was interpolated from observed gravity values.
 FD0296
 FD0296;                    North         East    Units  Estimated Accuracy
 FD0296;SPC TN       -   124,120.      528,430.      MT  (+/- 180 meters Scaled)
 FD0296
 FD0296                          SUPERSEDED SURVEY CONTROL
 FD0296
 FD0296.No superseded survey control is available for this station.
 FD0296
 FD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192229(NAD 83)
 FD0296_MARKER: DD = SURVEY DISK
 FD0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0296_SP_SET: BUILDING
 FD0296_STAMPING: 738 NASHVILLE 1899
 FD0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0296
 FD0296  HISTORY     - Date     Condition        Report By
 FD0296  HISTORY     - 1899     MONUMENTED       USGS
 FD0296
 FD0296                          STATION DESCRIPTION
 FD0296
 FD0296'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 FD0296'AT LEWISBURG.
 FD0296'AT LEWISBURG, SOUTHWEST FACE OF COURT HOUSE, 10.5 FEET FROM
 FD0296'SOUTH CORNER, IN WATER TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0297 ***********************************************************************
 FD0297  DESIGNATION -  738 RESET
 FD0297  PID         -  FD0297
 FD0297  STATE/COUNTY-  TN/MARSHALL
 FD0297  USGS QUAD   -  LEWISBURG (1981)
 FD0297
 FD0297                         *CURRENT SURVEY CONTROL
 FD0297  ___________________________________________________________________
 FD0297* NAD 83(1986)-  35 26 58.     (N)    086 47 18.     (W)     SCALED    
 FD0297* NAVD 88     -       223.762  (meters)     734.13   (feet)  ADJUSTED  
 FD0297  ___________________________________________________________________
 FD0297  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0297  DYNAMIC HT  -         223.559 (meters)     733.46  (feet)  COMP
 FD0297  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FD0297
 FD0297  VERT ORDER  -  FIRST     CLASS II
 FD0297
 FD0297.The horizontal coordinates were scaled from a topographic map and have
 FD0297.an estimated accuracy of +/- 6 seconds.
 FD0297
 FD0297.The orthometric height was determined by differential leveling
 FD0297.and adjusted by the National Geodetic Survey in June 1991..
 FD0297
 FD0297.The geoid height was determined by GEOID03.
 FD0297
 FD0297.The dynamic height is computed by dividing the NAVD 88
 FD0297.geopotential number by the normal gravity value computed on the
 FD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0297.degrees latitude (g = 980.6199 gals.).
 FD0297
 FD0297.The modeled gravity was interpolated from observed gravity values.
 FD0297
 FD0297;                    North         East    Units  Estimated Accuracy
 FD0297;SPC TN       -   124,120.      528,430.      MT  (+/- 180 meters Scaled)
 FD0297
 FD0297                          SUPERSEDED SURVEY CONTROL
 FD0297
 FD0297  NGVD 29 (??/??/92)  223.739  (m)          734.05   (f) ADJ UNCH    1 2
 FD0297
 FD0297.Superseded values are not recommended for survey control.
 FD0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0297.See file dsdata.txt to determine how the superseded data were derived.
 FD0297
 FD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192229(NAD 83)
 FD0297_MARKER: DD = SURVEY DISK
 FD0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0297_SP_SET: BUILDING
 FD0297_STAMPING: 738 NASHVILLE 1899
 FD0297_MARK LOGO: USGS  
 FD0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0297
 FD0297  HISTORY     - Date     Condition        Report By
 FD0297  HISTORY     - 1899     MONUMENTED       USGS
 FD0297  HISTORY     - 1949     GOOD             NGS
 FD0297
 FD0297                          STATION DESCRIPTION
 FD0297
 FD0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0297'AT LEWISBURG.
 FD0297'AT LEWISBURG, SET VERTICALLY IN THE SOUTH FACE OF THE COURT
 FD0297'HOUSE BUILDING, 18 1/2 FEET EAST OF THE CENTER OF THE SOUTH
 FD0297'ENTRANCE, 11 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING
 FD0297'AND 1.9 FEET ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2600 ***********************************************************************
 AJ2600  DESIGNATION -  75
 AJ2600  PID         -  AJ2600
 AJ2600  STATE/COUNTY-  TN/SHELBY
 AJ2600  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2600
 AJ2600                         *CURRENT SURVEY CONTROL
 AJ2600  ___________________________________________________________________
 AJ2600* NAD 83(1995)-  35 12 19.47597(N)    089 55 11.65974(W)     ADJUSTED  
 AJ2600* NAVD 88     -        92.54   (meters)     303.6    (feet)  LEVELING  
 AJ2600  ___________________________________________________________________
 AJ2600  X           -       7,293.435 (meters)                     COMP
 AJ2600  Y           -  -5,217,370.544 (meters)                     COMP
 AJ2600  Z           -   3,656,548.440 (meters)                     COMP
 AJ2600  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AJ2600  ELLIP HEIGHT-          65.22  (meters)          (04/26/01) GPS OBS
 AJ2600  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ2600
 AJ2600  HORZ ORDER  -  FIRST
 AJ2600  VERT ORDER  -  THIRD ?
 AJ2600  ELLP ORDER  -  FOURTH    CLASS I
 AJ2600
 AJ2600.The horizontal coordinates were established by GPS observations
 AJ2600.and adjusted by the National Geodetic Survey in April 2001..
 AJ2600
 AJ2600.The orthometric height was determined by differential leveling.
 AJ2600.The vertical network tie was performed by a horz. field party for horz.
 AJ2600.obs reductions. Reset procedures were used to establish the elevation.
 AJ2600
 AJ2600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2600
 AJ2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2600
 AJ2600.The ellipsoidal height was determined by GPS observations
 AJ2600.and is referenced to NAD 83.
 AJ2600
 AJ2600.The geoid height was determined by GEOID03.
 AJ2600
 AJ2600;                    North         East     Units Scale Factor Converg.
 AJ2600;SPC TN       -   103,904.949   243,148.065   MT  1.00000817   -2 17 41.5
 AJ2600;SPC TN       -   340,894.82    797,728.28   sFT  1.00000817   -2 17 41.5
 AJ2600;UTM  16      - 3,899,729.498   234,182.466   MT  1.00047090   -1 41 03.6
 AJ2600;UTM  15      - 3,900,170.247   780,405.180   MT  1.00056912   +1 46 36.7
 AJ2600
 AJ2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2600!SPC TN       -   0.99998976  x   1.00000817  =   0.99999793
 AJ2600!UTM  16      -   0.99998976  x   1.00047090  =   1.00046066
 AJ2600!UTM  15      -   0.99998976  x   1.00056912  =   1.00055888
 AJ2600
 AJ2600                          SUPERSEDED SURVEY CONTROL
 AJ2600
 AJ2600.No superseded survey control is available for this station.
 AJ2600
 AJ2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3418299729(NAD 83)
 AJ2600_MARKER: DD = SURVEY DISK
 AJ2600_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2600+WITH SETTING: INFORMATION.
 AJ2600_STAMPING: 075
 AJ2600_MARK LOGO: MLGW  
 AJ2600_PROJECTION: FLUSH
 AJ2600_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2600+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 AJ2600_ROD/PIPE-DEPTH:  0.8 meters
 AJ2600
 AJ2600  HISTORY     - Date     Condition        Report By
 AJ2600  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2600  HISTORY     - 20030610 GOOD             TN1620
 AJ2600  HISTORY     - 20050712 GOOD             COMPDA
 AJ2600
 AJ2600                          STATION DESCRIPTION
 AJ2600
 AJ2600'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2600'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2600'APPROXIMATELY 0.20 MILES (0.32 KM) WEST OF JOHN F KENNEDY CITY PARK IN
 AJ2600'THE RALEIGH COMMUNITY.
 AJ2600'TO REACH THE STATION FROM THE INTERSECTION OF NEW AUSTIN PEAY HIGHWAY
 AJ2600'AND STAGE ROAD PROCEED EAST ON STAGE ROAD APPROXIMATELY 0.10 MILES
 AJ2600'(0.16 KM) TO OLD AUSTIN PEAY HIGHWAY, CONTINUE EAST ON STAGE ROAD FOR
 AJ2600'300.00 FEET (91.44 M) TO EAST STREET.  THE STATION IS ON THE LEFT.
 AJ2600'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2600'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2600'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHEAST CORNER
 AJ2600'OF STAGE ROAD AND EAST STREET, 25.50 FEET (7.77 M) NORTH OF THE NORTH
 AJ2600'CURBLINE OF STATE ROAD, 3.00 FEET (0.91 M) EAST OF THE EAST CURBLINE
 AJ2600'OF EAST STREET, POINT BEING OPPOSITE THE END OF RADIUS OF CURB.
 AJ2600'STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND CONCRETE
 AJ2600'ARE SET FLUSH WITH THE GROUND.
 AJ2600
 AJ2600                          STATION RECOVERY (2003)
 AJ2600
 AJ2600'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2600'RECOVERED IN GOOD CONDITION.
 AJ2600
 AJ2600                          STATION RECOVERY (2005)
 AJ2600
 AJ2600'RECOVERY NOTE BY COMPASSDATA INC 2005 (RL)
 AJ2600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0991 ***********************************************************************
 FD0991  DESIGNATION -  752
 FD0991  PID         -  FD0991
 FD0991  STATE/COUNTY-  TN/WAYNE
 FD0991  USGS QUAD   -  WAYNESBORO (1968)
 FD0991
 FD0991                         *CURRENT SURVEY CONTROL
 FD0991  ___________________________________________________________________
 FD0991* NAD 83(1986)-  35 19 10.     (N)    087 45 45.     (W)     SCALED    
 FD0991* NAVD 88     -       229.780  (meters)     753.87   (feet)  ADJUSTED  
 FD0991  ___________________________________________________________________
 FD0991  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0991  DYNAMIC HT  -         229.564 (meters)     753.16  (feet)  COMP
 FD0991  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 FD0991
 FD0991  VERT ORDER  -  SECOND    CLASS 0
 FD0991
 FD0991.The horizontal coordinates were scaled from a topographic map and have
 FD0991.an estimated accuracy of +/- 6 seconds.
 FD0991
 FD0991.The orthometric height was determined by differential leveling
 FD0991.and adjusted by the National Geodetic Survey in June 1991..
 FD0991
 FD0991.The geoid height was determined by GEOID03.
 FD0991
 FD0991.The dynamic height is computed by dividing the NAVD 88
 FD0991.geopotential number by the normal gravity value computed on the
 FD0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0991.degrees latitude (g = 980.6199 gals.).
 FD0991
 FD0991.The modeled gravity was interpolated from observed gravity values.
 FD0991
 FD0991;                    North         East    Units  Estimated Accuracy
 FD0991;SPC TN       -   110,850.      439,740.      MT  (+/- 180 meters Scaled)
 FD0991
 FD0991                          SUPERSEDED SURVEY CONTROL
 FD0991
 FD0991  NGVD 29 (??/??/92)  229.754  (m)          753.78   (f) ADJ UNCH    2 0
 FD0991
 FD0991.Superseded values are not recommended for survey control.
 FD0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0991.See file dsdata.txt to determine how the superseded data were derived.
 FD0991
 FD0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE306087(NAD 83)
 FD0991_MARKER: P = PIPE CAP
 FD0991_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0991_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0991_STAMPING: 752 NASHVILLE 1902
 FD0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0991
 FD0991  HISTORY     - Date     Condition        Report By
 FD0991  HISTORY     - 1902     MONUMENTED       USGS
 FD0991  HISTORY     - 1934     GOOD             NGS
 FD0991  HISTORY     - 1962     MARK NOT FOUND   NGS
 FD0991
 FD0991                          STATION DESCRIPTION
 FD0991
 FD0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0991'AT WAYNESBORO.
 FD0991'AT WAYNESBORO, WAYNE COUNTY, AT THE SOUTHEAST CORNER OF THE
 FD0991'COURTHOUSE YARD, 3 FEET WEST OF THE EAST FENCE, 3 FEET NORTH OF
 FD0991'THE SOUTH FENCE, 4 FEET SOUTHEAST OF A 24-INCH TREE, AND ABOUT
 FD0991'1 1/2 FEET BELOW THE SURFACE OF THE GROUND.  A U.S. GEOLOGICAL
 FD0991'SURVEY STANDARD CAP, STAMPED 752 NASHVILLE 1902 AND RIVETED ON THE
 FD0991'TOP OF A 3 1/2-INCH IRON PIPE ACCESS TO WHICH IS HAD THROUGH A
 FD0991'5- BY 5-INCH WOODEN BOX.
 FD0991
 FD0991                          STATION RECOVERY (1962)
 FD0991
 FD0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1329 ***********************************************************************
 GC1329  DESIGNATION -  75=505 275
 GC1329  PID         -  GC1329
 GC1329  STATE/COUNTY-  TN/CHEATHAM
 GC1329  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1329
 GC1329                         *CURRENT SURVEY CONTROL
 GC1329  ___________________________________________________________________
 GC1329* NAD 83(1986)-  36 06 01.     (N)    087 06 28.     (W)     SCALED    
 GC1329* NAVD 88     -       153.837  (meters)     504.71   (feet)  ADJUSTED  
 GC1329  ___________________________________________________________________
 GC1329  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1329  DYNAMIC HT  -         153.705 (meters)     504.28  (feet)  COMP
 GC1329  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC1329
 GC1329  VERT ORDER  -  FIRST     CLASS II
 GC1329
 GC1329.The horizontal coordinates were scaled from a topographic map and have
 GC1329.an estimated accuracy of +/- 6 seconds.
 GC1329
 GC1329.The orthometric height was determined by differential leveling
 GC1329.and adjusted by the National Geodetic Survey in June 1991..
 GC1329
 GC1329.The geoid height was determined by GEOID03.
 GC1329
 GC1329.The dynamic height is computed by dividing the NAVD 88
 GC1329.geopotential number by the normal gravity value computed on the
 GC1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1329.degrees latitude (g = 980.6199 gals.).
 GC1329
 GC1329.The modeled gravity was interpolated from observed gravity values.
 GC1329
 GC1329;                    North         East    Units  Estimated Accuracy
 GC1329;SPC TN       -   196,610.      500,250.      MT  (+/- 180 meters Scaled)
 GC1329
 GC1329                          SUPERSEDED SURVEY CONTROL
 GC1329
 GC1329  NGVD 29 (??/??/92)  153.862  (m)          504.80   (f) ADJ UNCH    1 2
 GC1329
 GC1329.Superseded values are not recommended for survey control.
 GC1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1329.See file dsdata.txt to determine how the superseded data were derived.
 GC1329
 GC1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE902950(NAD 83)
 GC1329_MARKER: B = BOLT
 GC1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1329_SP_SET: BRIDGE
 GC1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1329
 GC1329  HISTORY     - Date     Condition        Report By
 GC1329  HISTORY     - UNK      MONUMENTED       DOD
 GC1329  HISTORY     - 1948     GOOD             NGS
 GC1329
 GC1329                          STATION DESCRIPTION
 GC1329
 GC1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1329'0.4 MI E FROM KINGSTON SPRINGS.
 GC1329'0.4 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AN ST. LOUIS
 GC1329'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, SET IN THE TOP OF
 GC1329'THE NORTHWEST CONCRETE WING WALL OF BRIDGE NO. 23.5 OVER HARPETH
 GC1329'RIVER, ABOUT 5.5 FEET NORTH OF THE NORTH RAIL, 2 FEET NORTH OF
 GC1329'THE SOUTH END OF THE WING WALL AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2601 ***********************************************************************
 AJ2601  DESIGNATION -  76
 AJ2601  PID         -  AJ2601
 AJ2601  STATE/COUNTY-  TN/SHELBY
 AJ2601  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2601
 AJ2601                         *CURRENT SURVEY CONTROL
 AJ2601  ___________________________________________________________________
 AJ2601* NAD 83(1995)-  35 12 43.32924(N)    089 57 25.07609(W)     ADJUSTED  
 AJ2601* NAVD 88     -        87.22   (meters)     286.2    (feet)  LEVELING  
 AJ2601  ___________________________________________________________________
 AJ2601  X           -       3,918.409 (meters)                     COMP
 AJ2601  Y           -  -5,216,946.021 (meters)                     COMP
 AJ2601  Z           -   3,657,146.026 (meters)                     COMP
 AJ2601  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AJ2601  ELLIP HEIGHT-          59.94  (meters)          (04/26/01) GPS OBS
 AJ2601  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ2601
 AJ2601  HORZ ORDER  -  FIRST
 AJ2601  VERT ORDER  -  THIRD ?
 AJ2601  ELLP ORDER  -  FOURTH    CLASS I
 AJ2601
 AJ2601.The horizontal coordinates were established by GPS observations
 AJ2601.and adjusted by the National Geodetic Survey in April 2001..
 AJ2601
 AJ2601.The orthometric height was determined by differential leveling.
 AJ2601.The vertical network tie was performed by a horz. field party for horz.
 AJ2601.obs reductions. Reset procedures were used to establish the elevation.
 AJ2601
 AJ2601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2601
 AJ2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2601
 AJ2601.The ellipsoidal height was determined by GPS observations
 AJ2601.and is referenced to NAD 83.
 AJ2601
 AJ2601.The geoid height was determined by GEOID03.
 AJ2601
 AJ2601;                    North         East     Units Scale Factor Converg.
 AJ2601;SPC TN       -   104,775.231   239,805.812   MT  1.00000692   -2 18 59.6
 AJ2601;SPC TN       -   343,750.07    786,762.90   sFT  1.00000692   -2 18 59.6
 AJ2601;UTM  16      - 3,900,564.512   230,829.539   MT  1.00049301   -1 42 21.7
 AJ2601;UTM  15      - 3,900,801.343   777,007.697   MT  1.00054577   +1 45 20.7
 AJ2601
 AJ2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2601!SPC TN       -   0.99999059  x   1.00000692  =   0.99999751
 AJ2601!UTM  16      -   0.99999059  x   1.00049301  =   1.00048360
 AJ2601!UTM  15      -   0.99999059  x   1.00054577  =   1.00053636
 AJ2601
 AJ2601                          SUPERSEDED SURVEY CONTROL
 AJ2601
 AJ2601.No superseded survey control is available for this station.
 AJ2601
 AJ2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3083000565(NAD 83)
 AJ2601_MARKER: DD = SURVEY DISK
 AJ2601_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2601+WITH SETTING: INFORMATION.
 AJ2601_STAMPING: 076
 AJ2601_MARK LOGO: MLGW  
 AJ2601_PROJECTION: FLUSH
 AJ2601_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2601+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 AJ2601_ROD/PIPE-DEPTH:  0.8 meters
 AJ2601
 AJ2601  HISTORY     - Date     Condition        Report By
 AJ2601  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2601  HISTORY     - 20020905 GOOD             TN1620
 AJ2601
 AJ2601                          STATION DESCRIPTION
 AJ2601
 AJ2601'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2601'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2601'APPROXIMATELY 1.80 MILES (2.90 KM) SOUTH OF DAVID CROCKETT CITY PARK
 AJ2601'IN THE RALEIGH COMMUNITY.
 AJ2601'TO REACH THE STATION FROM THE INTERSECTION OF NEW ALLEN ROAD AND
 AJ2601'WHITNEY AVENUE PROCEED WEST ON WHITNEY AVENUE APPROXIMATELY 0.25 MILES
 AJ2601'(0.40 KM) TO SCOTLAND STREET.  THE STATION IS ON THE LEFT.
 AJ2601'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2601'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2601'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE SOUTHEAST CORNER
 AJ2601'OF WHITNEY AVE AND SCOTLAND STREET, 45.00 FEET (13.72 M) SOUTH OF THE
 AJ2601'CENTERLINE OF WHITNEY STREET, 29.00 FEET (8.84 M) EAST OF THE
 AJ2601'CENTERLINE OF SCOTLAND STREET, 2.00 FEET (0.61 M) EAST OF THE EAST
 AJ2601'CURBLINE AROUND RADIUS.  THE STATION IS GUARDED BY A YELLOW CARSONITE
 AJ2601'MARKER.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2601
 AJ2601                          STATION RECOVERY (2002)
 AJ2601
 AJ2601'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (CMP)
 AJ2601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0917 ***********************************************************************
 GB0917  DESIGNATION -  76 7 18
 GB0917  PID         -  GB0917
 GB0917  STATE/COUNTY-  TN/SCOTT
 GB0917  USGS QUAD   -  ROBBINS (1980)
 GB0917
 GB0917                         *CURRENT SURVEY CONTROL
 GB0917  ___________________________________________________________________
 GB0917* NAD 83(1986)-  36 21 46.     (N)    084 34 34.     (W)     SCALED    
 GB0917* NAVD 88     -       477.469  (meters)    1566.50   (feet)  ADJUSTED  
 GB0917  ___________________________________________________________________
 GB0917  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0917  DYNAMIC HT  -         477.055 (meters)    1565.14  (feet)  COMP
 GB0917  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 GB0917
 GB0917  VERT ORDER  -  FIRST     CLASS II
 GB0917
 GB0917.The horizontal coordinates were scaled from a topographic map and have
 GB0917.an estimated accuracy of +/- 6 seconds.
 GB0917
 GB0917.The orthometric height was determined by differential leveling
 GB0917.and adjusted by the National Geodetic Survey in June 1991..
 GB0917
 GB0917.The geoid height was determined by GEOID03.
 GB0917
 GB0917.The dynamic height is computed by dividing the NAVD 88
 GB0917.geopotential number by the normal gravity value computed on the
 GB0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0917.degrees latitude (g = 980.6199 gals.).
 GB0917
 GB0917.The modeled gravity was interpolated from observed gravity values.
 GB0917
 GB0917;                    North         East    Units  Estimated Accuracy
 GB0917;SPC TN       -   226,100.      727,790.      MT  (+/- 180 meters Scaled)
 GB0917
 GB0917                          SUPERSEDED SURVEY CONTROL
 GB0917
 GB0917  NGVD 29 (??/??/92)  477.597  (m)         1566.92   (f) ADJ UNCH    1 2
 GB0917
 GB0917.Superseded values are not recommended for survey control.
 GB0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0917.See file dsdata.txt to determine how the superseded data were derived.
 GB0917
 GB0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF174269(NAD 83)
 GB0917_MARKER: DD = SURVEY DISK
 GB0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0917_STAMPING: 76 7 18
 GB0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0917+STABILITY: SURFACE MOTION
 GB0917
 GB0917  HISTORY     - Date     Condition        Report By
 GB0917  HISTORY     - UNK      MONUMENTED       TNDG
 GB0917  HISTORY     - 1950     GOOD             NGS
 GB0917  HISTORY     - 1968     MARK NOT FOUND   TNDG
 GB0917
 GB0917                          STATION DESCRIPTION
 GB0917
 GB0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0917'1.2 MI NE FROM ROBBINS.
 GB0917'ABOUT 0.8 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GB0917'RAILWAY STATION AT ROBBINS, THENCE ABOUT 0.45 MILE NORTHEAST
 GB0917'AND UPHILL ALONG A GRAVEL ROAD, AT THE RESIDENCE OF MASON
 GB0917'FOSTERS, ABOUT 120 YARDS WEST OF THE JUNCTION OF DIM ROAD SOUTH,
 GB0917'92.8 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST
 GB0917'CORNER OF THE FOSTER RESIDENCE, 50 FEET SOUTHWEST OF THE CENTER
 GB0917'OF THE JUNCTION OF A DIM ROAD LEADING WEST, 19 FEET SOUTHWEST
 GB0917'OF THE CENTER LINE OF THE ROAD, 14 FEET NORTHWEST OF THE
 GB0917'NORTHWEST EDGE OF A SMALL CULTIVATED FIELD, 1 1/2 FEET NORTH OF A
 GB0917'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE ROAD AND
 GB0917'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GB0917
 GB0917                          STATION RECOVERY (1968)
 GB0917
 GB0917'RECOVERY NOTE BY TENNESSEE DIVISION OF GEOLOGY 1968
 GB0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2602 ***********************************************************************
 AJ2602  DESIGNATION -  77
 AJ2602  PID         -  AJ2602
 AJ2602  STATE/COUNTY-  TN/SHELBY
 AJ2602  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2602
 AJ2602                         *CURRENT SURVEY CONTROL
 AJ2602  ___________________________________________________________________
 AJ2602* NAD 83(1995)-  35 12 27.54791(N)    089 59 37.17359(W)     ADJUSTED  
 AJ2602* NAVD 88     -        91.94   (meters)     301.6    (feet)  LEVELING  
 AJ2602  ___________________________________________________________________
 AJ2602  X           -         577.368 (meters)                     COMP
 AJ2602  Y           -  -5,217,231.742 (meters)                     COMP
 AJ2602  Z           -   3,656,751.382 (meters)                     COMP
 AJ2602  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AJ2602  ELLIP HEIGHT-          64.67  (meters)          (04/26/01) GPS OBS
 AJ2602  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2602
 AJ2602  HORZ ORDER  -  FIRST
 AJ2602  VERT ORDER  -  THIRD ?
 AJ2602  ELLP ORDER  -  FOURTH    CLASS I
 AJ2602
 AJ2602.The horizontal coordinates were established by GPS observations
 AJ2602.and adjusted by the National Geodetic Survey in April 2001..
 AJ2602
 AJ2602.The orthometric height was determined by differential leveling.
 AJ2602.The vertical network tie was performed by a horz. field party for horz.
 AJ2602.obs reductions. Reset procedures were used to establish the elevation.
 AJ2602
 AJ2602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2602
 AJ2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2602
 AJ2602.The ellipsoidal height was determined by GPS observations
 AJ2602.and is referenced to NAD 83.
 AJ2602
 AJ2602.The geoid height was determined by GEOID03.
 AJ2602
 AJ2602;                    North         East     Units Scale Factor Converg.
 AJ2602;SPC TN       -   104,424.959   236,447.662   MT  1.00000774   -2 20 17.0
 AJ2602;SPC TN       -   342,600.89    775,745.37   sFT  1.00000774   -2 20 17.0
 AJ2602;UTM  16      - 3,900,178.270   227,473.647   MT  1.00051542   -1 43 37.3
 AJ2602;UTM  15      - 3,900,213.163   773,681.149   MT  1.00052319   +1 44 03.7
 AJ2602
 AJ2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2602!SPC TN       -   0.99998985  x   1.00000774  =   0.99999759
 AJ2602!UTM  16      -   0.99998985  x   1.00051542  =   1.00050526
 AJ2602!UTM  15      -   0.99998985  x   1.00052319  =   1.00051303
 AJ2602
 AJ2602                          SUPERSEDED SURVEY CONTROL
 AJ2602
 AJ2602.No superseded survey control is available for this station.
 AJ2602
 AJ2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2747400178(NAD 83)
 AJ2602_MARKER: DD = SURVEY DISK
 AJ2602_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2602+WITH SETTING: INFORMATION.
 AJ2602_STAMPING: 077
 AJ2602_MARK LOGO: MLGW  
 AJ2602_PROJECTION: FLUSH
 AJ2602_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2602+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 AJ2602_ROD/PIPE-DEPTH:  0.8 meters
 AJ2602
 AJ2602  HISTORY     - Date     Condition        Report By
 AJ2602  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2602  HISTORY     - 20040428 GOOD             TN1620
 AJ2602
 AJ2602                          STATION DESCRIPTION
 AJ2602
 AJ2602'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2602'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2602'APPROXIMATELY 0.40 MILES (0.64 KM) EAST OF THE FRAYSER CITY PARK IN
 AJ2602'THE FRAYSER COMMUNITY.
 AJ2602'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WATKINS STREET AND
 AJ2602'WHITNEY AVENUE PROCEED EAST ON WHITNEY AVENUE FOR APPROXIMATELY 0.55
 AJ2602'MILE (0.89 KM) TO OVERTON CROSSING ROAD.  THE STATION IS ON THE RIGHT.
 AJ2602'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2602'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2602'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 153.80 FEET (46.88 M)
 AJ2602'EAST OF THE EAST CURBLINE OF OVERTON CROSSING ROAD, 1.70 FEET (0.52 M)
 AJ2602'EAST OF THE EAST SIDE OF A DRIVEWAY APRON TO ADDRESS 3004 OVERTON
 AJ2602'CROSSING, 1.00 FEET (0.30 M) SOUTH OF THE SOUTH CURBLINE OF WHITNEY
 AJ2602'AVENUE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2602
 AJ2602                          STATION RECOVERY (2004)
 AJ2602
 AJ2602'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2004 (DA)
 AJ2602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1327 ***********************************************************************
 GC1327  DESIGNATION -  77=505 314
 GC1327  PID         -  GC1327
 GC1327  STATE/COUNTY-  TN/CHEATHAM
 GC1327  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1327
 GC1327                         *CURRENT SURVEY CONTROL
 GC1327  ___________________________________________________________________
 GC1327* NAD 83(1986)-  36 05 54.     (N)    087 06 05.     (W)     SCALED    
 GC1327* NAVD 88     -       153.849  (meters)     504.75   (feet)  ADJUSTED  
 GC1327  ___________________________________________________________________
 GC1327  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1327  DYNAMIC HT  -         153.716 (meters)     504.32  (feet)  COMP
 GC1327  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 GC1327
 GC1327  VERT ORDER  -  FIRST     CLASS II
 GC1327
 GC1327.The horizontal coordinates were scaled from a topographic map and have
 GC1327.an estimated accuracy of +/- 6 seconds.
 GC1327
 GC1327.The orthometric height was determined by differential leveling
 GC1327.and adjusted by the National Geodetic Survey in June 1991..
 GC1327
 GC1327.The geoid height was determined by GEOID03.
 GC1327
 GC1327.The dynamic height is computed by dividing the NAVD 88
 GC1327.geopotential number by the normal gravity value computed on the
 GC1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1327.degrees latitude (g = 980.6199 gals.).
 GC1327
 GC1327.The modeled gravity was interpolated from observed gravity values.
 GC1327
 GC1327;                    North         East    Units  Estimated Accuracy
 GC1327;SPC TN       -   196,380.      500,820.      MT  (+/- 180 meters Scaled)
 GC1327
 GC1327                          SUPERSEDED SURVEY CONTROL
 GC1327
 GC1327  NGVD 29 (??/??/92)  153.873  (m)          504.83   (f) ADJ UNCH    1 2
 GC1327
 GC1327.Superseded values are not recommended for survey control.
 GC1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1327.See file dsdata.txt to determine how the superseded data were derived.
 GC1327
 GC1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE908948(NAD 83)
 GC1327_MARKER: B = BOLT
 GC1327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1327_SP_SET: BRIDGE
 GC1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1327
 GC1327  HISTORY     - Date     Condition        Report By
 GC1327  HISTORY     - UNK      MONUMENTED       DOD
 GC1327  HISTORY     - 1948     GOOD             NGS
 GC1327  HISTORY     - 1956     MARK NOT FOUND   NGS
 GC1327
 GC1327                          STATION DESCRIPTION
 GC1327
 GC1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1327'0.9 MI E FROM KINGSTON SPRINGS.
 GC1327'0.9 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1327'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, 5 POLES WEST OF
 GC1327'MILE POST 23, AT THE WEST END OF BRIDGE NO. 23.1 OVER
 GC1327'HARPETH RIVER, SET IN THE TOP OF THE NORTHWEST WING WALL, 6 FEET
 GC1327'NORTH OF THE NORTH RAIL, 2 FEET NORTH OF THE SOUTH END OF THE
 GC1327'WING WALL AND ABOUT LEVEL WITH THE TRACK.  NOTE-- IT WAS PROBABLY
 GC1327'DESTROYED WHEN BRIDGE 23.1 WAS REBUILT.
 GC1327
 GC1327                          STATION RECOVERY (1956)
 GC1327
 GC1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GC1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2603 ***********************************************************************
 AJ2603  DESIGNATION -  78
 AJ2603  PID         -  AJ2603
 AJ2603  STATE/COUNTY-  TN/SHELBY
 AJ2603  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2603
 AJ2603                         *CURRENT SURVEY CONTROL
 AJ2603  ___________________________________________________________________
 AJ2603* NAD 83(1995)-  35 12 35.18970(N)    090 01 53.54590(W)     ADJUSTED  
 AJ2603* NAVD 88     -        82.84   (meters)     271.8    (feet)  LEVELING  
 AJ2603  ___________________________________________________________________
 AJ2603  X           -      -2,871.934 (meters)                     COMP
 AJ2603  Y           -  -5,217,087.774 (meters)                     COMP
 AJ2603  Z           -   3,656,938.563 (meters)                     COMP
 AJ2603  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AJ2603  ELLIP HEIGHT-          55.58  (meters)          (04/26/01) GPS OBS
 AJ2603  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2603
 AJ2603  HORZ ORDER  -  FIRST
 AJ2603  VERT ORDER  -  THIRD ?
 AJ2603  ELLP ORDER  -  FOURTH    CLASS I
 AJ2603
 AJ2603.The horizontal coordinates were established by GPS observations
 AJ2603.and adjusted by the National Geodetic Survey in April 2001..
 AJ2603
 AJ2603.The orthometric height was determined by differential leveling.
 AJ2603.The vertical network tie was performed by a horz. field party for horz.
 AJ2603.obs reductions. Reset procedures were used to establish the elevation.
 AJ2603
 AJ2603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2603
 AJ2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2603
 AJ2603.The ellipsoidal height was determined by GPS observations
 AJ2603.and is referenced to NAD 83.
 AJ2603
 AJ2603.The geoid height was determined by GEOID03.
 AJ2603
 AJ2603;                    North         East     Units Scale Factor Converg.
 AJ2603;SPC TN       -   104,801.650   233,010.887   MT  1.00000734   -2 21 36.8
 AJ2603;SPC TN       -   343,836.75    764,469.89   sFT  1.00000734   -2 21 36.8
 AJ2603;UTM  15      - 3,900,344.888   770,224.558   MT  1.00050002   +1 42 45.2
 AJ2603;UTM  16      - 3,900,518.460   224,031.262   MT  1.00053869   -1 44 56.4
 AJ2603
 AJ2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2603!SPC TN       -   0.99999128  x   1.00000734  =   0.99999862
 AJ2603!UTM  15      -   0.99999128  x   1.00050002  =   1.00049129
 AJ2603!UTM  16      -   0.99999128  x   1.00053869  =   1.00052996
 AJ2603
 AJ2603                          SUPERSEDED SURVEY CONTROL
 AJ2603
 AJ2603.No superseded survey control is available for this station.
 AJ2603
 AJ2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7022500345(NAD 83)
 AJ2603_MARKER: DD = SURVEY DISK
 AJ2603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2603+WITH SETTING: INFORMATION.
 AJ2603_STAMPING: 078
 AJ2603_MARK LOGO: MLGW  
 AJ2603_PROJECTION: FLUSH
 AJ2603_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2603+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 AJ2603_ROD/PIPE-DEPTH:  0.8 meters
 AJ2603
 AJ2603  HISTORY     - Date     Condition        Report By
 AJ2603  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2603  HISTORY     - 20040428 GOOD             TN1620
 AJ2603  HISTORY     - 20050925 GOOD             TN1620
 AJ2603
 AJ2603                          STATION DESCRIPTION
 AJ2603
 AJ2603'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2603'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2603'APPROXIMATELY 1.20 MILES (1.93 KM) NORTHEAST OF THE GENERAL DEWITT
 AJ2603'SPAIN DOWNTOWN AIRPORT IN THE FRAYSER COMMUNITY.
 AJ2603'TO REACH THE STATION FROM THE INTERSECTION OF THOMAS STREET (HWY 51)
 AJ2603'AND WHITNEY AVENUE PROCEED EAST ON WHITNEY AVENUE APPROXIMATELY 400.00
 AJ2603'FEET (121.92 M) TO THE STATION ON THE RIGHT.
 AJ2603'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2603'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2603'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 394.OO FEET EAST OF THE
 AJ2603'CENTERLINE OF THOMAS STREET, 122.00 FEET (37.19 M) EAST OF THE EAST
 AJ2603'SIDE OF A DRIVEWAY TO ADDRESS 3074 WHITNEY AVENUE, 2.30 FEET (0.70 M)
 AJ2603'SOUTH OF THE SOUTH CURBLINE OF WHITNEY AVENUE.  THE CAP AND CONCRETE
 AJ2603'ARE SET FLUSH WITH THE GROUND.
 AJ2603
 AJ2603                          STATION RECOVERY (2004)
 AJ2603
 AJ2603'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2004 (KG)
 AJ2603'RECOVERED IN GOOD CONDITION.
 AJ2603
 AJ2603                          STATION RECOVERY (2005)
 AJ2603
 AJ2603'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2005 (DA)
 AJ2603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0048 ***********************************************************************
 FC0048  DESIGNATION -  784 MC
 FC0048  PID         -  FC0048
 FC0048  STATE/COUNTY-  TN/LOUDON
 FC0048  USGS QUAD   -  LOUDON (1984)
 FC0048
 FC0048                         *CURRENT SURVEY CONTROL
 FC0048  ___________________________________________________________________
 FC0048* NAD 83(1986)-  35 44 28.     (N)    084 20 13.     (W)     SCALED    
 FC0048* NAVD 88     -       238.482  (meters)     782.42   (feet)  ADJUSTED  
 FC0048  ___________________________________________________________________
 FC0048  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0048  DYNAMIC HT  -         238.254 (meters)     781.67  (feet)  COMP
 FC0048  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 FC0048
 FC0048  VERT ORDER  -  FIRST     CLASS I
 FC0048
 FC0048.The horizontal coordinates were scaled from a topographic map and have
 FC0048.an estimated accuracy of +/- 6 seconds.
 FC0048
 FC0048.The orthometric height was determined by differential leveling
 FC0048.and adjusted by the National Geodetic Survey in June 1991..
 FC0048
 FC0048.The geoid height was determined by GEOID03.
 FC0048
 FC0048.The dynamic height is computed by dividing the NAVD 88
 FC0048.geopotential number by the normal gravity value computed on the
 FC0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0048.degrees latitude (g = 980.6199 gals.).
 FC0048
 FC0048.The modeled gravity was interpolated from observed gravity values.
 FC0048
 FC0048;                    North         East    Units  Estimated Accuracy
 FC0048;SPC TN       -   157,470.      750,420.      MT  (+/- 180 meters Scaled)
 FC0048
 FC0048                          SUPERSEDED SURVEY CONTROL
 FC0048
 FC0048  NGVD 29 (??/??/92)  238.589  (m)          782.77   (f) ADJ UNCH    1 1
 FC0048
 FC0048.Superseded values are not recommended for survey control.
 FC0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0048.See file dsdata.txt to determine how the superseded data were derived.
 FC0048
 FC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE408585(NAD 83)
 FC0048_MARKER: DD = SURVEY DISK
 FC0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0048_SP_SET: BUILDING
 FC0048_STAMPING: 782.994 FT MC
 FC0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0048
 FC0048  HISTORY     - Date     Condition        Report By
 FC0048  HISTORY     - UNK      MONUMENTED       USGS
 FC0048  HISTORY     - 1968     GOOD             NGS
 FC0048
 FC0048                          STATION DESCRIPTION
 FC0048
 FC0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0048'AT LOUDON.
 FC0048'AT LOUDON, AT THE EAST CORNER OF THE INTERSECTION OF MULBERRY
 FC0048'STREET (U.S. HIGHWAY 11) AND GROVE STREET, SET VERTICALLY IN
 FC0048'THE SOUTHWEST FACE OF THE WEST CORNER OF THE COUNTY COURTHOUSE,
 FC0048'2.6 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE NORTHWEST ONE
 FC0048'OF TWO GROVE STREET ENTRANCES, 1.1 FEET SOUTHEAST OF THE WEST
 FC0048'CORNER OF THE BUILDING, 1.1 FEET ABOVE THE LEVEL OF THE SIDEWALK
 FC0048'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1326 ***********************************************************************
 GC1326  DESIGNATION -  78=515 118
 GC1326  PID         -  GC1326
 GC1326  STATE/COUNTY-  TN/CHEATHAM
 GC1326  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1326
 GC1326                         *CURRENT SURVEY CONTROL
 GC1326  ___________________________________________________________________
 GC1326* NAD 83(1986)-  36 06 06.     (N)    087 05 43.     (W)     SCALED    
 GC1326* NAVD 88     -       156.840  (meters)     514.57   (feet)  ADJUSTED  
 GC1326  ___________________________________________________________________
 GC1326  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC1326  DYNAMIC HT  -         156.705 (meters)     514.12  (feet)  COMP
 GC1326  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GC1326
 GC1326  VERT ORDER  -  FIRST     CLASS II
 GC1326
 GC1326.The horizontal coordinates were scaled from a topographic map and have
 GC1326.an estimated accuracy of +/- 6 seconds.
 GC1326
 GC1326.The orthometric height was determined by differential leveling
 GC1326.and adjusted by the National Geodetic Survey in June 1991..
 GC1326
 GC1326.The geoid height was determined by GEOID03.
 GC1326
 GC1326.The dynamic height is computed by dividing the NAVD 88
 GC1326.geopotential number by the normal gravity value computed on the
 GC1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1326.degrees latitude (g = 980.6199 gals.).
 GC1326
 GC1326.The modeled gravity was interpolated from observed gravity values.
 GC1326
 GC1326;                    North         East    Units  Estimated Accuracy
 GC1326;SPC TN       -   196,750.      501,380.      MT  (+/- 180 meters Scaled)
 GC1326
 GC1326                          SUPERSEDED SURVEY CONTROL
 GC1326
 GC1326  NGVD 29 (??/??/92)  156.863  (m)          514.64   (f) ADJ UNCH    1 2
 GC1326
 GC1326.Superseded values are not recommended for survey control.
 GC1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1326.See file dsdata.txt to determine how the superseded data were derived.
 GC1326
 GC1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE914952(NAD 83)
 GC1326_MARKER: B = BOLT
 GC1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1326_SP_SET: CULVERT
 GC1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1326
 GC1326  HISTORY     - Date     Condition        Report By
 GC1326  HISTORY     - UNK      MONUMENTED       DOD
 GC1326  HISTORY     - 1948     GOOD             NGS
 GC1326
 GC1326                          STATION DESCRIPTION
 GC1326
 GC1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1326'1.3 MI E FROM KINGSTON SPRINGS.
 GC1326'1.3 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1326'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, AT POLE NO. 22+28,
 GC1326'IN THE EAST ANGLE OF A DIM FARM ROAD CROSSING, SET IN THE TOP OF
 GC1326'THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 GC1326'20-INCH CONCRETE PIPE CULVERT, 8.5 FEET SOUTHEAST OF THE
 GC1326'SOUTHEAST RAIL, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 GC1326'DIM ROAD AND ABOUT 1/2-FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0379 ***********************************************************************
 FC0379  DESIGNATION -  789 N
 FC0379  PID         -  FC0379
 FC0379  STATE/COUNTY-  TN/BRADLEY
 FC0379  USGS QUAD   -  MC DONALD (1976)
 FC0379
 FC0379                         *CURRENT SURVEY CONTROL
 FC0379  ___________________________________________________________________
 FC0379* NAD 83(1986)-  35 06 49.     (N)    084 55 57.     (W)     SCALED    
 FC0379* NAVD 88     -       240.690  (meters)     789.66   (feet)  ADJUSTED  
 FC0379  ___________________________________________________________________
 FC0379  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0379  DYNAMIC HT  -         240.450 (meters)     788.88  (feet)  COMP
 FC0379  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FC0379
 FC0379  VERT ORDER  -  SECOND    CLASS 0
 FC0379
 FC0379.The horizontal coordinates were scaled from a topographic map and have
 FC0379.an estimated accuracy of +/- 6 seconds.
 FC0379
 FC0379.The orthometric height was determined by differential leveling
 FC0379.and adjusted by the National Geodetic Survey in June 1991..
 FC0379
 FC0379.The geoid height was determined by GEOID03.
 FC0379
 FC0379.The dynamic height is computed by dividing the NAVD 88
 FC0379.geopotential number by the normal gravity value computed on the
 FC0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0379.degrees latitude (g = 980.6199 gals.).
 FC0379
 FC0379.The modeled gravity was interpolated from observed gravity values.
 FC0379
 FC0379;                    North         East    Units  Estimated Accuracy
 FC0379;SPC TN       -    87,100.      697,320.      MT  (+/- 180 meters Scaled)
 FC0379
 FC0379                          SUPERSEDED SURVEY CONTROL
 FC0379
 FC0379  NGVD 29 (??/??/92)  240.702  (m)          789.70   (f) ADJ UNCH    2 0
 FC0379
 FC0379.Superseded values are not recommended for survey control.
 FC0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0379.See file dsdata.txt to determine how the superseded data were derived.
 FC0379
 FC0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD884875(NAD 83)
 FC0379_MARKER: DD = SURVEY DISK
 FC0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0379_SP_SET: CULVERT
 FC0379_STAMPING: 789 NASHVILLE 1899
 FC0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0379
 FC0379  HISTORY     - Date     Condition        Report By
 FC0379  HISTORY     - 1899     MONUMENTED       USGS
 FC0379  HISTORY     - 1949     POOR             NGS
 FC0379
 FC0379                          STATION DESCRIPTION
 FC0379
 FC0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0379'1.9 MI NE FROM TUCKER SPRINGS.
 FC0379'1.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0379'AT TUCKER SPRINGS, BRADLEY COUNTY, 49.5 RAILS EAST OF SIGNAL
 FC0379'218.1 A, 5.8 FEET NORTH OF THE NORTH RAIL, AND IN THE PARAPET
 FC0379'WALL OF A CONCRETE ARCH CULVERT AT BLACK FOX CREEK.  A UNITED
 FC0379'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 789 NASHVILLE
 FC0379'1899.  NOTE-- IN 1934 IT WAS REPORTED THAT THE DISK HAD BEEN
 FC0379'MUTILATED AND IT APPARENTLY HAD BEEN MOVED SINCE ITS ESTABLISHMENT
 FC0379'IN 1902.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0463 ***********************************************************************
 FF0463  DESIGNATION -  79 15 11
 FF0463  PID         -  FF0463
 FF0463  STATE/COUNTY-  TN/SHELBY
 FF0463  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0463
 FF0463                         *CURRENT SURVEY CONTROL
 FF0463  ___________________________________________________________________
 FF0463* NAD 83(1986)-  35 05 12.     (N)    090 03 24.     (W)     SCALED    
 FF0463* NAVD 88     -        78.787  (meters)     258.49   (feet)  ADJUSTED  
 FF0463  ___________________________________________________________________
 FF0463  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0463  DYNAMIC HT  -          78.714 (meters)     258.25  (feet)  COMP
 FF0463  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FF0463
 FF0463  VERT ORDER  -  FIRST     CLASS II
 FF0463
 FF0463.The horizontal coordinates were scaled from a topographic map and have
 FF0463.an estimated accuracy of +/- 6 seconds.
 FF0463
 FF0463.The orthometric height was determined by differential leveling
 FF0463.and adjusted by the National Geodetic Survey in June 1991..
 FF0463
 FF0463.The geoid height was determined by GEOID03.
 FF0463
 FF0463.The dynamic height is computed by dividing the NAVD 88
 FF0463.geopotential number by the normal gravity value computed on the
 FF0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0463.degrees latitude (g = 980.6199 gals.).
 FF0463
 FF0463.The modeled gravity was interpolated from observed gravity values.
 FF0463
 FF0463;                    North         East    Units  Estimated Accuracy
 FF0463;SPC TN       -    91,250.      230,160.      MT  (+/- 180 meters Scaled)
 FF0463
 FF0463                          SUPERSEDED SURVEY CONTROL
 FF0463
 FF0463  NGVD 29 (??/??/??)   78.755  (m)          258.38   (f) ADJUSTED    1 2
 FF0463
 FF0463.Superseded values are not recommended for survey control.
 FF0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0463.See file dsdata.txt to determine how the superseded data were derived.
 FF0463
 FF0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683866(NAD 83)
 FF0463_MARKER: DD = SURVEY DISK
 FF0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0463_STAMPING: 79/15/11
 FF0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0463+STABILITY: SURFACE MOTION
 FF0463
 FF0463  HISTORY     - Date     Condition        Report By
 FF0463  HISTORY     - UNK      MONUMENTED       TNDG
 FF0463  HISTORY     - 1956     GOOD             CGS
 FF0463  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0463
 FF0463                          STATION DESCRIPTION
 FF0463
 FF0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0463'AT MEMPHIS.
 FF0463'AT MEMPHIS, 0.3 MILE EAST ALONG MALLORY AVENUE FROM THE
 FF0463'INTERSECTION OF FLORIDA STREET, AT THE INTERSECTION OF MALLORY
 FF0463'AVENUE AND SOUTH THIRD STREET (U.S. HIGHWAY 61), ABOUT IN LINE
 FF0463'WITH THE PROLONGED NORTH CURB LINE OF MALLORY AVENUE LEADING
 FF0463'EAST, 13 1/2 FEET NORTH OF THE PROLONGED NORTH CURB LINE OF
 FF0463'MALLORY AVENUE LEADING WEST, 33 FEET WEST OF CENTER LINE OF HIGHWAY
 FF0463'61, 6.2 FEET SOUTHEAST OF ROUNDED WEST CURB OF HIGHWAY 61 AND
 FF0463'IN SURFACED AREA OF HIGHWAY 61, 8 FEET EAST OF LIGHT POLE NO.
 FF0463'4228, AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 FF0463'1 1/2 INCHES OUT OF SURFACED AREA OF HIGHWAY.  NOTE-- THE MARK
 FF0463'IS BEING RUN OVER AND SHOULD BE USED WITH CAUTION.
 FF0463
 FF0463                          STATION RECOVERY (1974)
 FF0463
 FF0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0481 ***********************************************************************
 FF0481  DESIGNATION -  79 17 7
 FF0481  PID         -  FF0481
 FF0481  STATE/COUNTY-  TN/SHELBY
 FF0481  USGS QUAD   -  FLETCHER LAKE (1993)
 FF0481
 FF0481                         *CURRENT SURVEY CONTROL
 FF0481  ___________________________________________________________________
 FF0481* NAD 83(1986)-  35 00 42.     (N)    090 07 49.     (W)     SCALED    
 FF0481* NAVD 88     -        79.417  (meters)     260.55   (feet)  ADJUSTED  
 FF0481  ___________________________________________________________________
 FF0481  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF0481  DYNAMIC HT  -          79.344 (meters)     260.31  (feet)  COMP
 FF0481  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 FF0481
 FF0481  VERT ORDER  -  FIRST     CLASS II
 FF0481
 FF0481.The horizontal coordinates were scaled from a topographic map and have
 FF0481.an estimated accuracy of +/- 6 seconds.
 FF0481
 FF0481.The orthometric height was determined by differential leveling
 FF0481.and adjusted by the National Geodetic Survey in June 1991..
 FF0481
 FF0481.The geoid height was determined by GEOID03.
 FF0481
 FF0481.The dynamic height is computed by dividing the NAVD 88
 FF0481.geopotential number by the normal gravity value computed on the
 FF0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0481.degrees latitude (g = 980.6199 gals.).
 FF0481
 FF0481.The modeled gravity was interpolated from observed gravity values.
 FF0481
 FF0481;                    North         East    Units  Estimated Accuracy
 FF0481;SPC TN       -    83,220.      223,100.      MT  (+/- 180 meters Scaled)
 FF0481
 FF0481                          SUPERSEDED SURVEY CONTROL
 FF0481
 FF0481  NGVD 29 (??/??/??)   79.400  (m)          260.50   (f) ADJUSTED    1 2
 FF0481
 FF0481.Superseded values are not recommended for survey control.
 FF0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0481.See file dsdata.txt to determine how the superseded data were derived.
 FF0481
 FF0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU618781(NAD 83)
 FF0481_MARKER: DD = SURVEY DISK
 FF0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0481_STAMPING: 79/17/7
 FF0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0481+STABILITY: SURFACE MOTION
 FF0481
 FF0481  HISTORY     - Date     Condition        Report By
 FF0481  HISTORY     - UNK      MONUMENTED       TNDG
 FF0481  HISTORY     - 1956     GOOD             CGS
 FF0481  HISTORY     - 20021030 MARK NOT FOUND   USACE
 FF0481
 FF0481                          STATION DESCRIPTION
 FF0481
 FF0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0481'7.3 MI SW FROM MEMPHIS.
 FF0481'7.3 MILES SOUTHWEST AND SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FF0481'FROM THE CROSSING OF FLORIDA STREET AT MEMPHIS, ABOUT 0.9 MILE SOUTH
 FF0481'OF CROSSING OF WHITE CAP ROAD, 136 FEET NORTH OF MILE POST M 11,
 FF0481'203 YARDS SOUTHWEST OF SIGNAL NO. L 10.7, 34 FEET NORTHWEST OF
 FF0481'NORTHWEST RAIL AND ON TOP OF THE HIGHEST POINT OF A CUT, ON THE
 FF0481'OUTSIDE OF THE SECOND CURVE SOUTHWEST OF CROSSING OF WHITE CAP
 FF0481'ROAD, ABOUT 9 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 FF0481'CONCRETE POST PROJECTING 4 INCHES.
 FF0481
 FF0481                          STATION RECOVERY (2002)
 FF0481
 FF0481'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1251 ***********************************************************************
 FE1251  DESIGNATION -  79 20 12
 FE1251  PID         -  FE1251
 FE1251  STATE/COUNTY-  TN/SHELBY
 FE1251  USGS QUAD   -  ELLENDALE (1993)
 FE1251
 FE1251                         *CURRENT SURVEY CONTROL
 FE1251  ___________________________________________________________________
 FE1251* NAD 83(1986)-  35 12 14.     (N)    089 52 06.     (W)     SCALED    
 FE1251* NAVD 88     -        81.928  (meters)     268.79   (feet)  ADJUSTED  
 FE1251  ___________________________________________________________________
 FE1251  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1251  DYNAMIC HT  -          81.854 (meters)     268.55  (feet)  COMP
 FE1251  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FE1251
 FE1251  VERT ORDER  -  SECOND    CLASS 0
 FE1251
 FE1251.The horizontal coordinates were scaled from a topographic map and have
 FE1251.an estimated accuracy of +/- 6 seconds.
 FE1251
 FE1251.The orthometric height was determined by differential leveling
 FE1251.and adjusted by the National Geodetic Survey in June 1991..
 FE1251
 FE1251.The geoid height was determined by GEOID03.
 FE1251
 FE1251.The dynamic height is computed by dividing the NAVD 88
 FE1251.geopotential number by the normal gravity value computed on the
 FE1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1251.degrees latitude (g = 980.6199 gals.).
 FE1251
 FE1251.The modeled gravity was interpolated from observed gravity values.
 FE1251
 FE1251;                    North         East    Units  Estimated Accuracy
 FE1251;SPC TN       -   103,550.      247,830.      MT  (+/- 180 meters Scaled)
 FE1251
 FE1251                          SUPERSEDED SURVEY CONTROL
 FE1251
 FE1251  NGVD 29 (??/??/??)   81.915  (m)          268.75   (f) ADJUSTED    2 0
 FE1251
 FE1251.Superseded values are not recommended for survey control.
 FE1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1251.See file dsdata.txt to determine how the superseded data were derived.
 FE1251
 FE1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD388994(NAD 83)
 FE1251_MARKER: DD = SURVEY DISK
 FE1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1251_STAMPING: 79/20/12
 FE1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1251+STABILITY: SURFACE MOTION
 FE1251
 FE1251  HISTORY     - Date     Condition        Report By
 FE1251  HISTORY     - UNK      MONUMENTED       TNDG
 FE1251  HISTORY     - 1958     GOOD             CGS
 FE1251  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1251
 FE1251                          STATION DESCRIPTION
 FE1251
 FE1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1251'AT BARTLETT.
 FE1251'AT BARTLETT, ABOUT 75 YARDS NORTHEAST ALONG THE LOUISVILLE AND
 FE1251'NASHVILLE RAILROAD FROM THE FLAG STATION, AT CROSSING OF THE L.
 FE1251'AND N. RR AND STAGE ROAD, 23 FEET NORTH OF CENTER LINE OF STAGE
 FE1251'ROAD, 10.6 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 0.7 FOOT
 FE1251'NORTHWEST OF NORTH CORNER OF A 2 1/2 BY 3-FOOT BY 2 FEET HIGH
 FE1251'CONCRETE LOCKER WITH METAL COVER HOUSING SIGNAL APPARATUS, ABOUT
 FE1251'IN LINE WITH THE EXTENDED CENTER LINE OF BARTLETT ROAD LEADING
 FE1251'SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1251
 FE1251                          STATION RECOVERY (1992)
 FE1251
 FE1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1251'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0309 ***********************************************************************
 FF0309  DESIGNATION -  79 21 1
 FF0309  PID         -  FF0309
 FF0309  STATE/COUNTY-  TN/SHELBY
 FF0309  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0309
 FF0309                         *CURRENT SURVEY CONTROL
 FF0309  ___________________________________________________________________
 FF0309* NAD 83(1986)-  35 14 24.     (N)    090 03 08.     (W)     SCALED    
 FF0309* NAVD 88     -        86.281  (meters)     283.07   (feet)  ADJUSTED  
 FF0309  ___________________________________________________________________
 FF0309  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0309  DYNAMIC HT  -          86.204 (meters)     282.82  (feet)  COMP
 FF0309  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FF0309
 FF0309  VERT ORDER  -  FIRST     CLASS II
 FF0309
 FF0309.The horizontal coordinates were scaled from a topographic map and have
 FF0309.an estimated accuracy of +/- 6 seconds.
 FF0309
 FF0309.The orthometric height was determined by differential leveling
 FF0309.and adjusted by the National Geodetic Survey in June 1991..
 FF0309
 FF0309.The geoid height was determined by GEOID03.
 FF0309
 FF0309.The dynamic height is computed by dividing the NAVD 88
 FF0309.geopotential number by the normal gravity value computed on the
 FF0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0309.degrees latitude (g = 980.6199 gals.).
 FF0309
 FF0309.The modeled gravity was interpolated from observed gravity values.
 FF0309
 FF0309;                    North         East    Units  Estimated Accuracy
 FF0309;SPC TN       -   108,230.      231,270.      MT  (+/- 180 meters Scaled)
 FF0309
 FF0309                          SUPERSEDED SURVEY CONTROL
 FF0309
 FF0309  NGVD 29 (??/??/??)   86.244  (m)          282.95   (f) ADJUSTED    1 2
 FF0309
 FF0309.Superseded values are not recommended for survey control.
 FF0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0309.See file dsdata.txt to determine how the superseded data were derived.
 FF0309
 FF0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682036(NAD 83)
 FF0309_MARKER: DD = SURVEY DISK
 FF0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0309_STAMPING: 79-21-1
 FF0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0309+STABILITY: SURFACE MOTION
 FF0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0309+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0309
 FF0309  HISTORY     - Date     Condition        Report By
 FF0309  HISTORY     - UNK      MONUMENTED       TNDG
 FF0309  HISTORY     - 1957     GOOD             CGS
 FF0309  HISTORY     - 19970922 GOOD             TN1620
 FF0309  HISTORY     - 20021022 GOOD             USACE
 FF0309
 FF0309                          STATION DESCRIPTION
 FF0309
 FF0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0309'3.5 MI NW FROM FRAYSER.
 FF0309'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER
 FF0309'THE ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0309'ALONG MARSH ROAD, THENCE 2.5 MILES NORTH AND NORTHWEST ALONG
 FF0309'BENJESTOWN ROAD, 25 FEET EAST OF THE CENTER LINE OF BENJESTOWN
 FF0309'ROAD, 31 FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF
 FF0309'BENJESTOWN ROAD AND BILLION ROAD LEADING WEST, 18 FEET NORTH
 FF0309'OF A ROAD MARKER POST, 40 YARDS SOUTHEAST AND ACROSS THE
 FF0309'BENJESTOWN ROAD FROM A STONE HOUSE (HOUSE NO 4205), 1 FOOT ABOVE
 FF0309'THE LEVEL OF THE ROAD, 2 1/2 FEET EAST OF A FENCE LINE AND SET
 FF0309'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FF0309
 FF0309                          STATION RECOVERY (1997)
 FF0309
 FF0309'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0309'RECOVERED IN GOOD CONDITION.
 FF0309
 FF0309                          STATION RECOVERY (2002)
 FF0309
 FF0309'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0295 ***********************************************************************
 FF0295  DESIGNATION -  79 23 11
 FF0295  PID         -  FF0295
 FF0295  STATE/COUNTY-  TN/SHELBY
 FF0295  USGS QUAD   -  LOCKE (1970)
 FF0295
 FF0295                         *CURRENT SURVEY CONTROL
 FF0295  ___________________________________________________________________
 FF0295* NAD 83(1986)-  35 18 41.     (N)    090 02 45.     (W)     SCALED    
 FF0295* NAVD 88     -       105.159  (meters)     345.01   (feet)  ADJUSTED  
 FF0295  ___________________________________________________________________
 FF0295  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0295  DYNAMIC HT  -         105.065 (meters)     344.70  (feet)  COMP
 FF0295  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FF0295
 FF0295  VERT ORDER  -  FIRST     CLASS II
 FF0295
 FF0295.The horizontal coordinates were scaled from a topographic map and have
 FF0295.an estimated accuracy of +/- 6 seconds.
 FF0295
 FF0295.The orthometric height was determined by differential leveling
 FF0295.and adjusted by the National Geodetic Survey in June 1991..
 FF0295
 FF0295.The geoid height was determined by GEOID03.
 FF0295
 FF0295.The dynamic height is computed by dividing the NAVD 88
 FF0295.geopotential number by the normal gravity value computed on the
 FF0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0295.degrees latitude (g = 980.6199 gals.).
 FF0295
 FF0295.The modeled gravity was interpolated from observed gravity values.
 FF0295
 FF0295;                    North         East    Units  Estimated Accuracy
 FF0295;SPC TN       -   116,120.      232,180.      MT  (+/- 180 meters Scaled)
 FF0295
 FF0295                          SUPERSEDED SURVEY CONTROL
 FF0295
 FF0295  NGVD 29 (??/??/??)  105.123  (m)          344.89   (f) ADJUSTED    1 2
 FF0295
 FF0295.Superseded values are not recommended for survey control.
 FF0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0295.See file dsdata.txt to determine how the superseded data were derived.
 FF0295
 FF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV685115(NAD 83)
 FF0295_MARKER: DD = SURVEY DISK
 FF0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0295_STAMPING: 79-23-11
 FF0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0295+STABILITY: SURFACE MOTION
 FF0295
 FF0295  HISTORY     - Date     Condition        Report By
 FF0295  HISTORY     - UNK      MONUMENTED       TNDG
 FF0295  HISTORY     - 1957     GOOD             CGS
 FF0295  HISTORY     - 20021021 MARK NOT FOUND   USACE
 FF0295
 FF0295                          STATION DESCRIPTION
 FF0295
 FF0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0295'2.4 MI SW FROM LOCKE.
 FF0295'2.35 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0295'JETER SCHOOL AT LOCKE, 22 FEET NORTHEAST OF THE CENTER LINE OF
 FF0295'THE ROAD, 42 FEET EAST OF THE CENTER OF THE ROAD AND THE JUNCTION
 FF0295'OF A DRIVEWAY LEADING NORTHEAST TO SMITHS INDIAN LAKE, 24 FEET
 FF0295'WEST OF A LONE 48-INCH OAK TREE, 7 FEET EAST OF POWER LINE POLE
 FF0295'NO. 34688, 4 FEET SOUTHEAST OF A FENCE CORNER AND IN FENCE LINE,
 FF0295'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FF0295'CONCRETE POST FLUSH WITH THE GROUND.
 FF0295
 FF0295                          STATION RECOVERY (2002)
 FF0295
 FF0295'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0294 ***********************************************************************
 FF0294  DESIGNATION -  79 23 12
 FF0294  PID         -  FF0294
 FF0294  STATE/COUNTY-  TN/SHELBY
 FF0294  USGS QUAD   -  LOCKE (1970)
 FF0294
 FF0294                         *CURRENT SURVEY CONTROL
 FF0294  ___________________________________________________________________
 FF0294* NAD 83(1986)-  35 18 42.     (N)    090 02 54.     (W)     SCALED    
 FF0294* NAVD 88     -       103.975  (meters)     341.12   (feet)  ADJUSTED  
 FF0294  ___________________________________________________________________
 FF0294  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0294  DYNAMIC HT  -         103.882 (meters)     340.82  (feet)  COMP
 FF0294  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FF0294
 FF0294  VERT ORDER  -  FIRST     CLASS II
 FF0294
 FF0294.The horizontal coordinates were scaled from a topographic map and have
 FF0294.an estimated accuracy of +/- 6 seconds.
 FF0294
 FF0294.The orthometric height was determined by differential leveling
 FF0294.and adjusted by the National Geodetic Survey in June 1991..
 FF0294
 FF0294.The geoid height was determined by GEOID03.
 FF0294
 FF0294.The dynamic height is computed by dividing the NAVD 88
 FF0294.geopotential number by the normal gravity value computed on the
 FF0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0294.degrees latitude (g = 980.6199 gals.).
 FF0294
 FF0294.The modeled gravity was interpolated from observed gravity values.
 FF0294
 FF0294;                    North         East    Units  Estimated Accuracy
 FF0294;SPC TN       -   116,160.      231,950.      MT  (+/- 180 meters Scaled)
 FF0294
 FF0294                          SUPERSEDED SURVEY CONTROL
 FF0294
 FF0294  NGVD 29 (??/??/??)  103.939  (m)          341.01   (f) ADJUSTED    1 2
 FF0294
 FF0294.Superseded values are not recommended for survey control.
 FF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0294.See file dsdata.txt to determine how the superseded data were derived.
 FF0294
 FF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV683116(NAD 83)
 FF0294_MARKER: DD = SURVEY DISK
 FF0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0294_STAMPING: 79-23-12
 FF0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0294+STABILITY: SURFACE MOTION
 FF0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0294+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0294
 FF0294  HISTORY     - Date     Condition        Report By
 FF0294  HISTORY     - UNK      MONUMENTED       TNDG
 FF0294  HISTORY     - 1957     GOOD             CGS
 FF0294  HISTORY     - 20021021 GOOD             USACE
 FF0294
 FF0294                          STATION DESCRIPTION
 FF0294
 FF0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0294'2.1 MI SW FROM LOCKE.
 FF0294'2.1 MILES SOUTHWEST ALONG BENJESTOWN ROAD FROM THE E.E. JETER
 FF0294'SCHOOL AT LOCKE, 0.6 MILE SOUTHWEST OF THE JUNCTION OF THE
 FF0294'GRASSY LAKE ROAD LEADING WEST, AT THE OUTSIDE OF A CURVE, 25 FEET
 FF0294'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 69 FEET
 FF0294'SOUTHEAST OF A LONE 28 INCH ELM TREE, 56 FEET SOUTH-SOUTHWEST
 FF0294'AND ACROSS THE ROAD FROM POWER LINE POLE NO. 41390, 1 1/2 FEET
 FF0294'NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 FF0294'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0294'PROJECTING 4 INCHES.
 FF0294
 FF0294                          STATION RECOVERY (2002)
 FF0294
 FF0294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0293 ***********************************************************************
 FF0293  DESIGNATION -  79 23 13
 FF0293  PID         -  FF0293
 FF0293  STATE/COUNTY-  TN/SHELBY
 FF0293  USGS QUAD   -  LOCKE (1970)
 FF0293
 FF0293                         *CURRENT SURVEY CONTROL
 FF0293  ___________________________________________________________________
 FF0293* NAD 83(1986)-  35 19 22.     (N)    090 02 43.     (W)     SCALED    
 FF0293* NAVD 88     -       104.422  (meters)     342.59   (feet)  ADJUSTED  
 FF0293  ___________________________________________________________________
 FF0293  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0293  DYNAMIC HT  -         104.329 (meters)     342.29  (feet)  COMP
 FF0293  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FF0293
 FF0293  VERT ORDER  -  FIRST     CLASS II
 FF0293
 FF0293.The horizontal coordinates were scaled from a topographic map and have
 FF0293.an estimated accuracy of +/- 6 seconds.
 FF0293
 FF0293.The orthometric height was determined by differential leveling
 FF0293.and adjusted by the National Geodetic Survey in June 1991..
 FF0293
 FF0293.The geoid height was determined by GEOID03.
 FF0293
 FF0293.The dynamic height is computed by dividing the NAVD 88
 FF0293.geopotential number by the normal gravity value computed on the
 FF0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0293.degrees latitude (g = 980.6199 gals.).
 FF0293
 FF0293.The modeled gravity was interpolated from observed gravity values.
 FF0293
 FF0293;                    North         East    Units  Estimated Accuracy
 FF0293;SPC TN       -   117,380.      232,280.      MT  (+/- 180 meters Scaled)
 FF0293
 FF0293                          SUPERSEDED SURVEY CONTROL
 FF0293
 FF0293  NGVD 29 (??/??/??)  104.387  (m)          342.48   (f) ADJUSTED    1 2
 FF0293
 FF0293.Superseded values are not recommended for survey control.
 FF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0293.See file dsdata.txt to determine how the superseded data were derived.
 FF0293
 FF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV686128(NAD 83)
 FF0293_MARKER: DD = SURVEY DISK
 FF0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0293_STAMPING: 79-23-13
 FF0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0293+STABILITY: SURFACE MOTION
 FF0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0293+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0293
 FF0293  HISTORY     - Date     Condition        Report By
 FF0293  HISTORY     - UNK      MONUMENTED       TNDG
 FF0293  HISTORY     - 1957     GOOD             CGS
 FF0293  HISTORY     - 20021021 GOOD             USACE
 FF0293
 FF0293                          STATION DESCRIPTION
 FF0293
 FF0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0293'1.2 MI SW FROM LOCKE.
 FF0293'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E. JETER
 FF0293'SCHOOL AT LOCKE, AT PLEASANT VIEW (FORMERLY GILES TOWN), 25 FEET
 FF0293'SOUTH OF THE CENTER LINE OF THE BENJESTOWN ROAD, 238 FEET
 FF0293'WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE BENJESTOWN
 FF0293'ROAD AND A GRAVEL ROAD (FOREST ROAD), LEADING NORTHWEST, 85
 FF0293'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE
 FF0293'(HOUSE NO. 7206), 53 FEET NORTH OF A 24 INCH PECAN TREE, ABOUT
 FF0293'7 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FF0293'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK IS ABOUT
 FF0293'74 YARDS WEST OF C AND GS BENCH MARK NO. F-91.
 FF0293
 FF0293                          STATION RECOVERY (2002)
 FF0293
 FF0293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0292 ***********************************************************************
 FF0292  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0292  DESIGNATION -  79 23 14
 FF0292  PID         -  FF0292
 FF0292  STATE/COUNTY-  TN/SHELBY
 FF0292  USGS QUAD   -  LOCKE (1970)
 FF0292
 FF0292                         *CURRENT SURVEY CONTROL
 FF0292  ___________________________________________________________________
 FF0292* NAD 83(1995)-  35 19 27.79843(N)    090 02 34.70329(W)     ADJUSTED  
 FF0292* NAVD 88     -       104.47   (meters)     342.7    (feet)  GPS OBS   
 FF0292  ___________________________________________________________________
 FF0292  X           -      -3,907.441 (meters)                     COMP
 FF0292  Y           -  -5,209,762.613 (meters)                     COMP
 FF0292  Z           -   3,667,333.206 (meters)                     COMP
 FF0292  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FF0292  ELLIP HEIGHT-          77.11  (meters)          (05/31/05) GPS OBS
 FF0292  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0292  DYNAMIC HT  -         104.38  (meters)     342.5   (feet)  COMP
 FF0292  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FF0292
 FF0292  HORZ ORDER  -  FIRST
 FF0292  VERT ORDER  -  FIRST     CLASS II (See Below)
 FF0292  ELLP ORDER  -  FOURTH    CLASS II
 FF0292
 FF0292.The horizontal coordinates were established by GPS observations
 FF0292.and adjusted by the National Geodetic Survey in May 2005..
 FF0292
 FF0292.The orthometric height was determined by GPS observations and a
 FF0292.high-resolution geoid model using precise GPS observation and
 FF0292.processing techniques. It supersedes the leveled height previously
 FF0292.determined for this station.
 FF0292.The vertical order pertains to the first NAVD 88 superseded value.
 FF0292
 FF0292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0292
 FF0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0292
 FF0292.The ellipsoidal height was determined by GPS observations
 FF0292.and is referenced to NAD 83.
 FF0292
 FF0292.The geoid height was determined by GEOID03.
 FF0292
 FF0292.The dynamic height is computed by dividing the NAVD 88
 FF0292.geopotential number by the normal gravity value computed on the
 FF0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0292.degrees latitude (g = 980.6199 gals.).
 FF0292
 FF0292.The modeled gravity was interpolated from observed gravity values.
 FF0292
 FF0292;                    North         East     Units Scale Factor Converg.
 FF0292;SPC TN       -   117,549.550   232,495.921   MT  0.99998771   -2 22 00.9
 FF0292;SPC TN       -   385,660.48    762,780.37   sFT  0.99998771   -2 22 00.9
 FF0292;UTM  15      - 3,913,030.274   768,804.236   MT  1.00049056   +1 42 38.9
 FF0292;UTM  16      - 3,913,267.097   223,380.525   MT  1.00054310   -1 45 38.1
 FF0292
 FF0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0292!SPC TN       -   0.99998790  x   0.99998771  =   0.99997561
 FF0292!UTM  15      -   0.99998790  x   1.00049056  =   1.00047845
 FF0292!UTM  16      -   0.99998790  x   1.00054310  =   1.00053099
 FF0292
 FF0292                          SUPERSEDED SURVEY CONTROL
 FF0292
 FF0292  NAVD 88 (06/15/91)  104.431  (m)          342.62   (f) ADJUSTED    1 2
 FF0292  NGVD 29 (??/??/??)  104.395  (m)          342.50   (f) ADJUSTED    1 2
 FF0292
 FF0292.Superseded values are not recommended for survey control.
 FF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0292.See file dsdata.txt to determine how the superseded data were derived.
 FF0292
 FF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6880413030(NAD 83)
 FF0292_MARKER: DD = SURVEY DISK
 FF0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0292_STAMPING: 79-23-14
 FF0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0292+STABILITY: SURFACE MOTION
 FF0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0292+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 FF0292
 FF0292  HISTORY     - Date     Condition        Report By
 FF0292  HISTORY     - UNK      MONUMENTED       TNDG
 FF0292  HISTORY     - 1957     GOOD             CGS
 FF0292  HISTORY     - 20021021 GOOD             USACE
 FF0292  HISTORY     - 20030703 GOOD             EMCINC
 FF0292
 FF0292                          STATION DESCRIPTION
 FF0292
 FF0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0292'1 MI SW FROM LOCKE.
 FF0292'1.0 MILE SOUTHWEST ALONG BENJESTOWN ROAD FROM THE E.E. JETER
 FF0292'SCHOOL AT LOCKE, NEAR THE JUNCTION OF CHASER ROAD, 20 FEET EAST
 FF0292'OF THE CENTER LINE OF BENJESTOWN ROAD, 118 FEET NORTH-NORTHEAST
 FF0292'OF CHASER ROAD, 69 FEET WEST-SOUTHWEST OF A WHITE FRAME HOUSE
 FF0292'(HOUSE NO. 7274) AT THE SOUTH END OF A LAWN HEDGE, 1/2 FOOT
 FF0292'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FF0292'POST PROJECTING 2 INCHES.
 FF0292
 FF0292                          STATION RECOVERY (2002)
 FF0292
 FF0292'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0292'MARK IS NOW 6 INCHES UNDERGROUND.
 FF0292
 FF0292                          STATION RECOVERY (2003)
 FF0292
 FF0292'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0292'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0302 ***********************************************************************
 FF0302  DESIGNATION -  79 23 2
 FF0302  PID         -  FF0302
 FF0302  STATE/COUNTY-  TN/SHELBY
 FF0302  USGS QUAD   -  LOCKE (1970)
 FF0302
 FF0302                         *CURRENT SURVEY CONTROL
 FF0302  ___________________________________________________________________
 FF0302* NAD 83(1986)-  35 15 38.     (N)    090 03 16.     (W)     SCALED    
 FF0302* NAVD 88     -        88.084  (meters)     288.99   (feet)  ADJUSTED  
 FF0302  ___________________________________________________________________
 FF0302  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0302  DYNAMIC HT  -          88.006 (meters)     288.73  (feet)  COMP
 FF0302  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FF0302
 FF0302  VERT ORDER  -  FIRST     CLASS II
 FF0302
 FF0302.The horizontal coordinates were scaled from a topographic map and have
 FF0302.an estimated accuracy of +/- 6 seconds.
 FF0302
 FF0302.The orthometric height was determined by differential leveling
 FF0302.and adjusted by the National Geodetic Survey in June 1991..
 FF0302
 FF0302.The geoid height was determined by GEOID03.
 FF0302
 FF0302.The dynamic height is computed by dividing the NAVD 88
 FF0302.geopotential number by the normal gravity value computed on the
 FF0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0302.degrees latitude (g = 980.6199 gals.).
 FF0302
 FF0302.The modeled gravity was interpolated from observed gravity values.
 FF0302
 FF0302;                    North         East    Units  Estimated Accuracy
 FF0302;SPC TN       -   110,520.      231,160.      MT  (+/- 180 meters Scaled)
 FF0302
 FF0302                          SUPERSEDED SURVEY CONTROL
 FF0302
 FF0302  NGVD 29 (??/??/??)   88.048  (m)          288.87   (f) ADJUSTED    1 2
 FF0302
 FF0302.Superseded values are not recommended for survey control.
 FF0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0302.See file dsdata.txt to determine how the superseded data were derived.
 FF0302
 FF0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV679059(NAD 83)
 FF0302_MARKER: DD = SURVEY DISK
 FF0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0302_STAMPING: 79-23-2
 FF0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0302+STABILITY: SURFACE MOTION
 FF0302
 FF0302  HISTORY     - Date     Condition        Report By
 FF0302  HISTORY     - UNK      MONUMENTED       TNDG
 FF0302  HISTORY     - 1957     GOOD             CGS
 FF0302  HISTORY     - 19970911 MARK NOT FOUND   TN1620
 FF0302
 FF0302                          STATION DESCRIPTION
 FF0302
 FF0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0302'6.7 MI SW FROM LOCKE.
 FF0302'ABOUT 6.7 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE
 FF0302'E.E. JETER SCHOOL AT LOCKE, 0.6 MILE SOUTH OF THE JUNCTION OF
 FF0302'RAMSEY ROAD LEADING NORTHWEST, AT THE OUTSIDE OF A CURVE, 40
 FF0302'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 70 FEET
 FF0302'SOUTHWEST OF THE CENTER OF THE JUNCTION OF ROAD AND DIM FARM
 FF0302'ROAD LEADING WEST, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 FF0302'WEST, 53 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN UNPAINTED
 FF0302'FRAME FARM HOUSE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 FF0302'4 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FF0302'CONCRETE POST PROJECTING 1 INCH.
 FF0302
 FF0302                          STATION RECOVERY (1997)
 FF0302
 FF0302'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0301 ***********************************************************************
 FF0301  DESIGNATION -  79 23 4
 FF0301  PID         -  FF0301
 FF0301  STATE/COUNTY-  TN/SHELBY
 FF0301  USGS QUAD   -  LOCKE (1970)
 FF0301
 FF0301                         *CURRENT SURVEY CONTROL
 FF0301  ___________________________________________________________________
 FF0301* NAD 83(1986)-  35 16 08.     (N)    090 02 49.     (W)     SCALED    
 FF0301* NAVD 88     -        87.810  (meters)     288.09   (feet)  ADJUSTED  
 FF0301  ___________________________________________________________________
 FF0301  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0301  DYNAMIC HT  -          87.732 (meters)     287.83  (feet)  COMP
 FF0301  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FF0301
 FF0301  VERT ORDER  -  FIRST     CLASS II
 FF0301
 FF0301.The horizontal coordinates were scaled from a topographic map and have
 FF0301.an estimated accuracy of +/- 6 seconds.
 FF0301
 FF0301.The orthometric height was determined by differential leveling
 FF0301.and adjusted by the National Geodetic Survey in June 1991..
 FF0301
 FF0301.The geoid height was determined by GEOID03.
 FF0301
 FF0301.The dynamic height is computed by dividing the NAVD 88
 FF0301.geopotential number by the normal gravity value computed on the
 FF0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0301.degrees latitude (g = 980.6199 gals.).
 FF0301
 FF0301.The modeled gravity was interpolated from observed gravity values.
 FF0301
 FF0301;                    North         East    Units  Estimated Accuracy
 FF0301;SPC TN       -   111,410.      231,880.      MT  (+/- 180 meters Scaled)
 FF0301
 FF0301                          SUPERSEDED SURVEY CONTROL
 FF0301
 FF0301  NGVD 29 (??/??/??)   87.774  (m)          287.97   (f) ADJUSTED    1 2
 FF0301
 FF0301.Superseded values are not recommended for survey control.
 FF0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0301.See file dsdata.txt to determine how the superseded data were derived.
 FF0301
 FF0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV686068(NAD 83)
 FF0301_MARKER: DD = SURVEY DISK
 FF0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0301_STAMPING: 79-23-4
 FF0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0301+STABILITY: SURFACE MOTION
 FF0301
 FF0301  HISTORY     - Date     Condition        Report By
 FF0301  HISTORY     - UNK      MONUMENTED       TNDG
 FF0301  HISTORY     - 1957     GOOD             CGS
 FF0301  HISTORY     - 19970912 MARK NOT FOUND   TN1620
 FF0301
 FF0301                          STATION DESCRIPTION
 FF0301
 FF0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0301'5.9 MI SW FROM LOCKE.
 FF0301'5.9 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0301'JETER SCHOOL AT LOCKE, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF
 FF0301'THE RAMSEY ROAD LEADING NORTHWEST, 0.1 MILE NORTH OF THE
 FF0301'BENJESTOWN SCHOOL FOR COLORED, 78 FEET WEST OF THE CENTER LINE
 FF0301'OF THE ROAD, 66 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 FF0301'LODGE HALL FOR THE COLORED, 20 FEET NORTH OF THE NORTHEAST
 FF0301'CORNER OF A HOUSE COVERED WITH RED TAR PAPER AND ON TOP OF A
 FF0301'CUT, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, 10 FEET
 FF0301'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FF0301'POST PROJECTING 1 INCH ABOVE THE GROUND.
 FF0301
 FF0301                          STATION RECOVERY (1997)
 FF0301
 FF0301'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0300 ***********************************************************************
 FF0300  DESIGNATION -  79 23 5
 FF0300  PID         -  FF0300
 FF0300  STATE/COUNTY-  TN/SHELBY
 FF0300  USGS QUAD   -  LOCKE (1970)
 FF0300
 FF0300                         *CURRENT SURVEY CONTROL
 FF0300  ___________________________________________________________________
 FF0300* NAD 83(1986)-  35 16 15.     (N)    090 02 41.     (W)     SCALED    
 FF0300* NAVD 88     -        91.082  (meters)     298.82   (feet)  ADJUSTED  
 FF0300  ___________________________________________________________________
 FF0300  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0300  DYNAMIC HT  -          91.000 (meters)     298.56  (feet)  COMP
 FF0300  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 FF0300
 FF0300  VERT ORDER  -  FIRST     CLASS II
 FF0300
 FF0300.The horizontal coordinates were scaled from a topographic map and have
 FF0300.an estimated accuracy of +/- 6 seconds.
 FF0300
 FF0300.The orthometric height was determined by differential leveling
 FF0300.and adjusted by the National Geodetic Survey in June 1991..
 FF0300
 FF0300.The geoid height was determined by GEOID03.
 FF0300
 FF0300.The dynamic height is computed by dividing the NAVD 88
 FF0300.geopotential number by the normal gravity value computed on the
 FF0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0300.degrees latitude (g = 980.6199 gals.).
 FF0300
 FF0300.The modeled gravity was interpolated from observed gravity values.
 FF0300
 FF0300;                    North         East    Units  Estimated Accuracy
 FF0300;SPC TN       -   111,620.      232,090.      MT  (+/- 180 meters Scaled)
 FF0300
 FF0300                          SUPERSEDED SURVEY CONTROL
 FF0300
 FF0300  NGVD 29 (??/??/??)   91.046  (m)          298.71   (f) ADJUSTED    1 2
 FF0300
 FF0300.Superseded values are not recommended for survey control.
 FF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0300.See file dsdata.txt to determine how the superseded data were derived.
 FF0300
 FF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV688070(NAD 83)
 FF0300_MARKER: DD = SURVEY DISK
 FF0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0300_STAMPING: 79-23-5
 FF0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0300+STABILITY: SURFACE MOTION
 FF0300
 FF0300  HISTORY     - Date     Condition        Report By
 FF0300  HISTORY     - UNK      MONUMENTED       TNDG
 FF0300  HISTORY     - 1957     GOOD             CGS
 FF0300  HISTORY     - 19970912 POOR             TN1620
 FF0300
 FF0300                          STATION DESCRIPTION
 FF0300
 FF0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0300'5.7 MI SW FROM LOCKE.
 FF0300'5.7 MILES SOUTHWEST ALONG BENJESTOWN ROAD FROM THE E.E. JETER
 FF0300'SCHOOL AT LOCKE, 0.3 MILE SOUTH OF THE JUNCTION OF CIRCLE
 FF0300'ROAD, 22 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 32
 FF0300'FEET EAST-NORTHEAST OF A 14-INCH FORKED WALNUT TREE, 33 FEET
 FF0300'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF AN OLD ABANDONED CHURCH
 FF0300'BUILDING, 17 FEET WEST-SOUTHWEST OF A LONE 12-INCH MULBERRY TREE,
 FF0300'1 1/2 FEET EAST-NORTHEAST OF A WHITE WOODEN WITNESS POST, 3
 FF0300'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FF0300'POST PROJECTING 5 INCHES ABOVE THE GROUND.
 FF0300
 FF0300                          STATION RECOVERY (1997)
 FF0300
 FF0300'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0300'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0297 ***********************************************************************
 FF0297  DESIGNATION -  79 23 7
 FF0297  PID         -  FF0297
 FF0297  STATE/COUNTY-  TN/SHELBY
 FF0297  USGS QUAD   -  LOCKE (1970)
 FF0297
 FF0297                         *CURRENT SURVEY CONTROL
 FF0297  ___________________________________________________________________
 FF0297* NAD 83(1986)-  35 17 15.     (N)    090 02 23.     (W)     SCALED    
 FF0297* NAVD 88     -        98.385  (meters)     322.78   (feet)  ADJUSTED  
 FF0297  ___________________________________________________________________
 FF0297  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0297  DYNAMIC HT  -          98.298 (meters)     322.50  (feet)  COMP
 FF0297  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FF0297
 FF0297  VERT ORDER  -  FIRST     CLASS II
 FF0297
 FF0297.The horizontal coordinates were scaled from a topographic map and have
 FF0297.an estimated accuracy of +/- 6 seconds.
 FF0297
 FF0297.The orthometric height was determined by differential leveling
 FF0297.and adjusted by the National Geodetic Survey in June 1991..
 FF0297
 FF0297.The geoid height was determined by GEOID03.
 FF0297
 FF0297.The dynamic height is computed by dividing the NAVD 88
 FF0297.geopotential number by the normal gravity value computed on the
 FF0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0297.degrees latitude (g = 980.6199 gals.).
 FF0297
 FF0297.The modeled gravity was interpolated from observed gravity values.
 FF0297
 FF0297;                    North         East    Units  Estimated Accuracy
 FF0297;SPC TN       -   113,450.      232,620.      MT  (+/- 180 meters Scaled)
 FF0297
 FF0297                          SUPERSEDED SURVEY CONTROL
 FF0297
 FF0297  NGVD 29 (??/??/??)   98.349  (m)          322.67   (f) ADJUSTED    1 2
 FF0297
 FF0297.Superseded values are not recommended for survey control.
 FF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0297.See file dsdata.txt to determine how the superseded data were derived.
 FF0297
 FF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV692089(NAD 83)
 FF0297_MARKER: DD = SURVEY DISK
 FF0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0297_STAMPING: 79-23-7
 FF0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0297+STABILITY: SURFACE MOTION
 FF0297
 FF0297  HISTORY     - Date     Condition        Report By
 FF0297  HISTORY     - UNK      MONUMENTED       TNDG
 FF0297  HISTORY     - 1957     GOOD             CGS
 FF0297  HISTORY     - 20021021 MARK NOT FOUND   USACE
 FF0297
 FF0297                          STATION DESCRIPTION
 FF0297
 FF0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0297'4.4 MI SW FROM LOCKE.
 FF0297'4.35 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0297'JETER SCHOOL AT LOCKE, ABOUT 0.3 MILE NORTH OF THE JUNCTION OF
 FF0297'FITE ROAD AND THE MT. VERNON METHODIST CHURCH, AT THE OUTSIDE
 FF0297'OF A CURVE, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 39
 FF0297'FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM POWER LINE POLE NO.
 FF0297'30113, 56 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 37 FEET
 FF0297'NORTHWEST OF THE NORTHWEST CORNER OF A TAR PAPER COVERED FRAME
 FF0297'HOUSE, 15 FEET SOUTHWEST OF A FENCE, ABOUT LEVEL WITH THE ROAD
 FF0297'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 FF0297'THE GROUND.
 FF0297
 FF0297                          STATION RECOVERY (2002)
 FF0297
 FF0297'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0462 ***********************************************************************
 FF0462  DESIGNATION -  79 26 1
 FF0462  PID         -  FF0462
 FF0462  STATE/COUNTY-  TN/SHELBY
 FF0462  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0462
 FF0462                         *CURRENT SURVEY CONTROL
 FF0462  ___________________________________________________________________
 FF0462* NAD 83(1986)-  35 05 10.     (N)    090 03 30.     (W)     SCALED    
 FF0462* NAVD 88     -        79.684  (meters)     261.43   (feet)  ADJUSTED  
 FF0462  ___________________________________________________________________
 FF0462  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0462  DYNAMIC HT  -          79.611 (meters)     261.19  (feet)  COMP
 FF0462  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FF0462
 FF0462  VERT ORDER  -  FIRST     CLASS I
 FF0462
 FF0462.The horizontal coordinates were scaled from a topographic map and have
 FF0462.an estimated accuracy of +/- 6 seconds.
 FF0462
 FF0462.The orthometric height was determined by differential leveling
 FF0462.and adjusted by the National Geodetic Survey in July 1994..
 FF0462
 FF0462.The geoid height was determined by GEOID03.
 FF0462
 FF0462.The dynamic height is computed by dividing the NAVD 88
 FF0462.geopotential number by the normal gravity value computed on the
 FF0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0462.degrees latitude (g = 980.6199 gals.).
 FF0462
 FF0462.The modeled gravity was interpolated from observed gravity values.
 FF0462
 FF0462;                    North         East    Units  Estimated Accuracy
 FF0462;SPC TN       -    91,190.      230,010.      MT  (+/- 180 meters Scaled)
 FF0462
 FF0462                          SUPERSEDED SURVEY CONTROL
 FF0462
 FF0462  NAVD 88 (06/15/91)   79.681  (m)          261.42   (f) UNKNOWN     1 1
 FF0462  NGVD 29 (??/??/??)   79.656  (m)          261.34   (f) ADJUSTED    1 1
 FF0462
 FF0462.Superseded values are not recommended for survey control.
 FF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0462.See file dsdata.txt to determine how the superseded data were derived.
 FF0462
 FF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU681865(NAD 83)
 FF0462_MARKER: DD = SURVEY DISK
 FF0462_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FF0462_SP_SET: PREFAB CONC. POST IN EARTH
 FF0462_STAMPING: 79-26-1
 FF0462_MARK LOGO: TNDG  
 FF0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0462+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0462
 FF0462  HISTORY     - Date     Condition        Report By
 FF0462  HISTORY     - UNK      MONUMENTED       TNDG
 FF0462  HISTORY     - 1974     GOOD             NGS
 FF0462  HISTORY     - 1976     GOOD             NGS
 FF0462  HISTORY     - 19911112 GOOD             NGS
 FF0462  HISTORY     - 19950310 GOOD             TN1620
 FF0462  HISTORY     - 20021028 GOOD             USACE
 FF0462
 FF0462                          STATION DESCRIPTION
 FF0462
 FF0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0462'AT MEMPHIS.
 FF0462'ABOUT 0.8 MILE EAST ALONG MALLORY AVENUE FROM THE CROSSING OF
 FF0462'ILLINOIS CENTRAL RAILROAD AT MEMPHIS, 0.3 MILE EAST OF THE
 FF0462'INTERSECTION OF FLORIDA STREET, 0.05 MILE OR 1 BLOCK WEST OF THE
 FF0462'INTERSECTION OF SOUTH THIRD STREET (U.S. HIGHWAY 61), AT THE
 FF0462'INTERSECTION OF MALLORY AVENUE AND SOUTH MAIN STREET, 26 FEET
 FF0462'WEST OF THE CENTER LINE OF SOUTH MAIN STREET, 26.4 FEET SOUTH
 FF0462'OF THE CENTER LINE OF MALLORY AVENUE, 12.2 FEET WEST OF THE
 FF0462'CENTER OF A ROUND IRON WATER LINE MANHOLE COVER WHICH IS LOCATED
 FF0462'IN THE WEST PART OF THE SURFACE OF SOUTH MAIN STREET, 2.9 FEET
 FF0462'SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK AND IN THE TOP OF
 FF0462'A CONCRETE POST UNDERGROUND.
 FF0462
 FF0462                          STATION RECOVERY (1976)
 FF0462
 FF0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0462'RECOVERED IN GOOD CONDITION.
 FF0462
 FF0462                          STATION RECOVERY (1991)
 FF0462
 FF0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0462'IN MEMPHIS, AT THE INTERSECTION OF MAIN STREET AND MALLORY AVENUE, 8.4
 FF0462'M (27.6 FT) WEST OF THE STREET CENTER, 8.1 M (26.6 FT) SOUTH OF AND
 FF0462'LEVEL WITH THE AVENUE CENTERLINE, 3.7 M (12.1 FT) WEST OF THE CENTER
 FF0462'OF A METAL WATER METER COVER, 0.9 M (3.0 FT) SOUTH OF THE SOUTH EDGE
 FF0462'OF A SIDEWALK, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 FF0462'GROUND SURFACE.
 FF0462
 FF0462                          STATION RECOVERY (1995)
 FF0462
 FF0462'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0462'RECOVERED IN GOOD CONDITION.
 FF0462
 FF0462                          STATION RECOVERY (2002)
 FF0462
 FF0462'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0460 ***********************************************************************
 FF0460  DESIGNATION -  79 26 3
 FF0460  PID         -  FF0460
 FF0460  STATE/COUNTY-  TN/SHELBY
 FF0460  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0460
 FF0460                         *CURRENT SURVEY CONTROL
 FF0460  ___________________________________________________________________
 FF0460* NAD 83(1986)-  35 05 12.     (N)    090 04 20.     (W)     SCALED    
 FF0460* NAVD 88     -        71.573  (meters)     234.82   (feet)  ADJUSTED  
 FF0460  ___________________________________________________________________
 FF0460  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0460  DYNAMIC HT  -          71.508 (meters)     234.61  (feet)  COMP
 FF0460  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 FF0460
 FF0460  VERT ORDER  -  FIRST     CLASS II
 FF0460
 FF0460.The horizontal coordinates were scaled from a topographic map and have
 FF0460.an estimated accuracy of +/- 6 seconds.
 FF0460
 FF0460.The orthometric height was determined by differential leveling
 FF0460.and adjusted by the National Geodetic Survey in June 1991..
 FF0460
 FF0460.The geoid height was determined by GEOID03.
 FF0460
 FF0460.The dynamic height is computed by dividing the NAVD 88
 FF0460.geopotential number by the normal gravity value computed on the
 FF0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0460.degrees latitude (g = 980.6199 gals.).
 FF0460
 FF0460.The modeled gravity was interpolated from observed gravity values.
 FF0460
 FF0460;                    North         East    Units  Estimated Accuracy
 FF0460;SPC TN       -    91,310.      228,740.      MT  (+/- 180 meters Scaled)
 FF0460
 FF0460                          SUPERSEDED SURVEY CONTROL
 FF0460
 FF0460  NGVD 29 (??/??/??)   71.542  (m)          234.72   (f) ADJUSTED    1 2
 FF0460
 FF0460.Superseded values are not recommended for survey control.
 FF0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0460.See file dsdata.txt to determine how the superseded data were derived.
 FF0460
 FF0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU669865(NAD 83)
 FF0460_MARKER: DD = SURVEY DISK
 FF0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0460_STAMPING: 79/26/3
 FF0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0460+STABILITY: SURFACE MOTION
 FF0460
 FF0460  HISTORY     - Date     Condition        Report By
 FF0460  HISTORY     - UNK      MONUMENTED       TNDG
 FF0460  HISTORY     - 1956     GOOD             CGS
 FF0460  HISTORY     - 1964     MARK NOT FOUND   CGS
 FF0460  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0460
 FF0460                          STATION DESCRIPTION
 FF0460
 FF0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0460'AT MEMPHIS.
 FF0460'AT MEMPHIS, 0.95 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL
 FF0460'RAILROAD FROM THE CROSSING OF FLORIDA STREET, AT THE CROSSING
 FF0460'OF MALLORY AVENUE LEADING EAST-WEST, 52 1/2 FEET SOUTHEAST OF
 FF0460'SOUTHEAST RAIL OF MAIN TRACK, 22 FEET SOUTH OF CENTER LINE OF
 FF0460'MALLORY AVENUE, 31 1/2 FEET EAST OR EAST RAIL OF A SPUR TRACK
 FF0460'LEADING SOUTH, 4.8 FEET SOUTH OF A POWER AND STREET LIGHT POLE,
 FF0460'38 FEET SOUTH-SOUTHEAST AND ACROSS MALLORY AVENUE FROM A CROSSING
 FF0460'WARNING SIGNAL, 1.2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FF0460'ABOUT 1/2 FOOT BELOW LEVEL OF MALLORY AVENUE AND SET IN THE
 FF0460'TOP OF A CONCRETE POST ABOUT 1 INCH BELOW SURFACE OF GROUND.
 FF0460
 FF0460                          STATION RECOVERY (1964)
 FF0460
 FF0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FF0460'MARK NOT FOUND.
 FF0460
 FF0460                          STATION RECOVERY (1976)
 FF0460
 FF0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2556 ***********************************************************************
 FE2556  DESIGNATION -  79 5 7
 FE2556  PID         -  FE2556
 FE2556  STATE/COUNTY-  TN/SHELBY
 FE2556  USGS QUAD   -  ELLENDALE (1993)
 FE2556
 FE2556                         *CURRENT SURVEY CONTROL
 FE2556  ___________________________________________________________________
 FE2556* NAD 83(1995)-  35 12 15.24650(N)    089 46 05.09257(W)     ADJUSTED  
 FE2556* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FE2556  ___________________________________________________________________
 FE2556  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FE2556  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2556
 FE2556  HORZ ORDER  -  SECOND
 FE2556
 FE2556.The horizontal coordinates were established by classical geodetic methods
 FE2556.and adjusted by the National Geodetic Survey in April 1999..
 FE2556
 FE2556.The orthometric height was scaled from a topographic map.
 FE2556
 FE2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2556
 FE2556.The geoid height was determined by GEOID03.
 FE2556
 FE2556;                    North         East     Units Scale Factor Converg.
 FE2556;SPC TN       -   103,231.826   256,957.527   MT  1.00000839   -2 12 21.5
 FE2556;SPC TN       -   338,686.42    843,034.82   sFT  1.00000839   -2 12 21.5
 FE2556;UTM  16      - 3,899,203.200   248,004.087   MT  1.00038267   -1 35 47.8
 FE2556
 FE2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2556!SPC TN       -   0.99998515  x   1.00000839  =   0.99999354
 FE2556!UTM  16      -   0.99998515  x   1.00038267  =   1.00036781
 FE2556
 FE2556:                Primary Azimuth Mark                     Grid Az
 FE2556:SPC TN       -  BLACK                                    252 31 49.7
 FE2556:UTM  16      -  BLACK                                    251 55 16.0
 FE2556
 FE2556|---------------------------------------------------------------------|
 FE2556| PID    Reference Object                     Distance      Geod. Az  |
 FE2556|                                                           dddmmss.s |
 FE2556| FE1253 BLACK                               APPROX. 0.7 KM 2501928.2 |
 FE2556|---------------------------------------------------------------------|
 FE2556
 FE2556                          SUPERSEDED SURVEY CONTROL
 FE2556
 FE2556  NAD 83(1995)-  35 12 15.25237(N)    089 46 05.09258(W) AD(       ) 2
 FE2556  NAD 83(1995)-  35 12 15.25303(N)    089 46 05.09312(W) AD(       ) 2
 FE2556  NAD 83(1986)-  35 12 15.25786(N)    089 46 05.09304(W) AD(       ) 2
 FE2556  NAD 27      -  35 12 14.93900(N)    089 46 04.79100(W) AD(       ) 2
 FE2556
 FE2556.Superseded values are not recommended for survey control.
 FE2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2556.See file dsdata.txt to determine how the superseded data were derived.
 FE2556
 FE2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4800499203(NAD 83)
 FE2556_MARKER: DD = SURVEY DISK
 FE2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2556+STABILITY: SURFACE MOTION
 FE2556
 FE2556  HISTORY     - Date     Condition        Report By
 FE2556  HISTORY     - 1959     MONUMENTED       TNGS
 FE2556
 FE2556                          STATION DESCRIPTION
 FE2556
 FE2556'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1959 (CAA)
 FE2556'THE STATION IS LOCATED, AIRLINE, ABOUT 7-1/2 MILES NORTHEAST OF THE
 FE2556'NORTHEAST EDGE OF MEMPHIS AND ABOUT 3-1/2 MILES NORTH-NORTHEAST
 FE2556'OF CORDOVA, ALONG THE SOUTH SIDE OF US HIGHWAY 64.
 FE2556'
 FE2556'THE STATION IS A US COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 FE2556'STAMPED 79/5/7 SET IN TOP OF A 5-INCH SQUARE CONCRETE
 FE2556'MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND. IT IS 54
 FE2556'FEET SOUTHWEST OF THE INTERSECTION OF US HIGHWAY 64 AND
 FE2556'BRUNSWICK ROAD, 21 FEET SOUTH-SOUTHEAST OF A FENCE CORNER AND 2 FEET
 FE2556'EAST OF A NORTH-SOUTH FENCE LINE.
 FE2556'
 FE2556'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 79, 70 AND 64,
 FE2556'ABOUT 4 MILES NORTHEAST OF THE CITY LIMITS OF MEMPHIS, GO EAST
 FE2556'ON US HIGHWAY 64 FOR 4.3 MILES TO AN INTERSECTION WITH BRUNSWICK ROAD
 FE2556'AND THE STATION IN THE SOUTHWEST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1407 ***********************************************************************
 FE1407  DESIGNATION -  79 8 4
 FE1407  PID         -  FE1407
 FE1407  STATE/COUNTY-  TN/SHELBY
 FE1407  USGS QUAD   -  MILLINGTON (1997)
 FE1407
 FE1407                         *CURRENT SURVEY CONTROL
 FE1407  ___________________________________________________________________
 FE1407* NAD 83(1995)-  35 17 27.39766(N)    089 57 48.86520(W)     ADJUSTED  
 FE1407* NAVD 88     -        97.986  (meters)     321.48   (feet)  ADJUSTED  
 FE1407  ___________________________________________________________________
 FE1407  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FE1407  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1407  DYNAMIC HT  -          97.899 (meters)     321.19  (feet)  COMP
 FE1407  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1407
 FE1407  HORZ ORDER  -  SECOND
 FE1407  VERT ORDER  -  FIRST     CLASS I
 FE1407
 FE1407.The horizontal coordinates were established by classical geodetic methods
 FE1407.and adjusted by the National Geodetic Survey in April 1999..
 FE1407
 FE1407.The orthometric height was determined by differential leveling
 FE1407.and adjusted by the National Geodetic Survey in June 1991..
 FE1407
 FE1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1407
 FE1407.The geoid height was determined by GEOID03.
 FE1407
 FE1407.The dynamic height is computed by dividing the NAVD 88
 FE1407.geopotential number by the normal gravity value computed on the
 FE1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1407.degrees latitude (g = 980.6199 gals.).
 FE1407
 FE1407.The modeled gravity was interpolated from observed gravity values.
 FE1407
 FE1407;                    North         East     Units Scale Factor Converg.
 FE1407;SPC TN       -   113,546.842   239,559.071   MT  0.99999303   -2 19 13.6
 FE1407;SPC TN       -   372,528.26    785,953.39   sFT  0.99999303   -2 19 13.6
 FE1407;UTM  16      - 3,909,337.340   230,489.427   MT  1.00049525   -1 42 47.4
 FE1407;UTM  15      - 3,909,538.001   776,137.925   MT  1.00053983   +1 45 19.2
 FE1407
 FE1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1407!SPC TN       -   0.99998890  x   0.99999303  =   0.99998193
 FE1407!UTM  16      -   0.99998890  x   1.00049525  =   1.00048415
 FE1407!UTM  15      -   0.99998890  x   1.00053983  =   1.00052873
 FE1407
 FE1407                          SUPERSEDED SURVEY CONTROL
 FE1407
 FE1407  NAD 83(1995)-  35 17 27.40476(N)    089 57 48.86563(W) AD(       ) 2
 FE1407  NAD 83(1995)-  35 17 27.40684(N)    089 57 48.86489(W) AD(       ) 2
 FE1407  NAD 83(1986)-  35 17 27.40868(N)    089 57 48.86643(W) AD(       ) 2
 FE1407  NAD 27      -  35 17 27.09360(N)    089 57 48.55090(W) AD(       ) 2
 FE1407  NGVD 29 (??/??/??)   97.939  (m)          321.32   (f) ADJUSTED    1 1
 FE1407
 FE1407.Superseded values are not recommended for survey control.
 FE1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1407.See file dsdata.txt to determine how the superseded data were derived.
 FE1407
 FE1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3048909337(NAD 83)
 FE1407_MARKER: DD = SURVEY DISK
 FE1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1407_STAMPING: 79-8-74
 FE1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1407+STABILITY: SURFACE MOTION
 FE1407
 FE1407  HISTORY     - Date     Condition        Report By
 FE1407  HISTORY     - 1958     MONUMENTED       TNDG
 FE1407  HISTORY     - 1972     GOOD             NGS
 FE1407  HISTORY     - 1974     GOOD             NGS
 FE1407  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FE1407
 FE1407                          STATION DESCRIPTION
 FE1407
 FE1407'DESCRIBED BY TENNESSEE DIVISION OF GEOLOGY 1958 (GWM)
 FE1407'THE STATION IS ABOUT 5 MILES SOUTHWEST OF MILLINGTON, ABOUT 1-1/2
 FE1407'MILES NORTH OF WOODSTOCK AND ALONG THE SOUTHEAST SIDE OF U.S.
 FE1407'HIGHWAY 51.  IT IS 43 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 FE1407'AND 3 FEET WEST OF A POWERLINE POLE.  IT IS A BRONZE DISK SET IN
 FE1407'THE TOP OF A PRECAST CONCRETE POST THAT IS FLUSH WITH THE GROUND. THE
 FE1407'DISK IS STAMPED 79 8 4.
 FE1407'
 FE1407'THE MEASURED DISTANCE TO TRIANGULATION STATION WOODSTOCK IS 38.50
 FE1407'FEET (11.735 METERS).
 FE1407
 FE1407                          STATION RECOVERY (1972)
 FE1407
 FE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE1407'THIS MARK WAS RECOVERED AND FOUND IN APPARENT GOOD CONDITION. IT IS
 FE1407'ABOUT 5 MILES SOUTHWEST OF MILLINGTON AT THE WOODSTOCK 1957
 FE1407'TRIANGULATION STATION SITE AND IS ON THE PROPERTY OF MR. STANTON
 FE1407'ABERNATHY OF RALIEGH, TENN.  THE MEASURED DISTANCE TO STATION
 FE1407'WOODSTOCK 1957 WAS SHOWN IN THE 1958 DESCRIPTION AS 38.50 FEET
 FE1407'(11.735 METERS).  THE MEASURED DISTANCE TO WOODSTOCK 1957 AS
 FE1407'MEASURED THIS DATE WAS 38.42 FEET AND 11.711 METERS.
 FE1407'
 FE1407'THE MARK IS 82 FEET NORTHWEST OF A 40-INCH BLACK OAK TREE, 42 FEET
 FE1407'SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND TRAFFIC
 FE1407'LANES OF U.S. HIGHWAY 51, 3 FEET WEST-SOUTHWEST OF A POWERLINE
 FE1407'BREAKER SWITCH POLE NO 14180, AND IS AT THE EDGE OF A WOODED AND
 FE1407'BRUSH COVERED LOT.  IT IS A TENNESSEE DIV. OF GEOLOGY WPA STATION
 FE1407'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST ABOUT 2
 FE1407'INCHES BELOW THE SURROUNDING SURFACE AND THE DISK IS STAMPED 78 8 4.
 FE1407'NO NOTE.
 FE1407'
 FE1407'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES SW.
 FE1407'OF MILLINGTON.
 FE1407
 FE1407                          STATION RECOVERY (1974)
 FE1407
 FE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1407'4.8 MI SW FROM MILLINGTON.
 FE1407'ABOUT 4.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1407'JUNCTION WITH NAVY ROAD AT MILLINGTON, ABOUT 130 YARDS NORTHEAST
 FE1407'OF THE JUNCTION WITH LUCY ROAD, SOUTHEAST OF AND ACROSS HIGHWAY
 FE1407'FROM A SMALL SHOPPING CENTER, 42 FEET SOUTHEAST OF THE CENTER
 FE1407'LINE OF THE SOUTHEAST LANE OF THE HIGHWAY, 89 FEET SOUTHWEST OF
 FE1407'WOODSTOCK RM 2, 68 FEET NORTHEAST OF WOODSTOCK RM 1, 38.5 FEET
 FE1407'NORTHWEST OF WOODSTOCK 1957 TRIANGULATION STATION, 3 FEET WEST
 FE1407'OF POWER POLE 14180, 3 FEET ABOVE HIGHWAY AND IN THE TOP OF A
 FE1407'CONCRETE POST FLUSH WITH THE GROUND.
 FE1407
 FE1407                          STATION RECOVERY (1992)
 FE1407
 FE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1407'A CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION WITH THE TOP
 FE1407'BROKEN OFF.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0325 ***********************************************************************
 FF0325  DESIGNATION -  79 9 3
 FF0325  PID         -  FF0325
 FF0325  STATE/COUNTY-  TN/SHELBY
 FF0325  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0325
 FF0325                         *CURRENT SURVEY CONTROL
 FF0325  ___________________________________________________________________
 FF0325* NAD 83(1986)-  35 12 19.     (N)    090 01 59.     (W)     SCALED    
 FF0325* NAVD 88     -        82.275  (meters)     269.93   (feet)  ADJUSTED  
 FF0325  ___________________________________________________________________
 FF0325  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0325  DYNAMIC HT  -          82.202 (meters)     269.69  (feet)  COMP
 FF0325  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 FF0325
 FF0325  VERT ORDER  -  FIRST     CLASS I
 FF0325
 FF0325.The horizontal coordinates were scaled from a topographic map and have
 FF0325.an estimated accuracy of +/- 6 seconds.
 FF0325
 FF0325.The orthometric height was determined by differential leveling
 FF0325.and adjusted by the National Geodetic Survey in June 1991..
 FF0325.WARNING-Repeat measurements at this control monument indicate possible
 FF0325.vertical movement.
 FF0325
 FF0325.The geoid height was determined by GEOID03.
 FF0325
 FF0325.The dynamic height is computed by dividing the NAVD 88
 FF0325.geopotential number by the normal gravity value computed on the
 FF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0325.degrees latitude (g = 980.6199 gals.).
 FF0325
 FF0325.The modeled gravity was interpolated from observed gravity values.
 FF0325
 FF0325;                    North         East    Units  Estimated Accuracy
 FF0325;SPC TN       -   104,310.      232,850.      MT  (+/- 180 meters Scaled)
 FF0325
 FF0325                          SUPERSEDED SURVEY CONTROL
 FF0325
 FF0325  NGVD 29 (??/??/??)   82.232  (m)          269.79   (f) ADJUSTED    1 1
 FF0325
 FF0325.Superseded values are not recommended for survey control.
 FF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0325.See file dsdata.txt to determine how the superseded data were derived.
 FF0325
 FF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU701998(NAD 83)
 FF0325_MARKER: DD = SURVEY DISK
 FF0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0325_SP_SET: SIDEWALK
 FF0325_STAMPING: 79-9-3
 FF0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0325
 FF0325  HISTORY     - Date     Condition        Report By
 FF0325  HISTORY     - UNK      MONUMENTED       TNDG
 FF0325  HISTORY     - 1974     GOOD             NGS
 FF0325  HISTORY     - 19941220 GOOD             TN1620
 FF0325  HISTORY     - 20021022 POOR             USACE
 FF0325
 FF0325                          STATION DESCRIPTION
 FF0325
 FF0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0325'AT FRAYSER.
 FF0325'AT FRAYSER, ON TOP OF THE SOUTH END OF THE WEST CONCRETE SIDEWALK
 FF0325'OF U.S. HIGHWAY 51 OVERPASS OVER ILLINOIS CENTRAL RAILROAD, 22
 FF0325'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.6 FEET NORTHEAST
 FF0325'OF THE SOUTH END OF THE WEST CONCRETE BANNISTER, 3 FEET NORTH
 FF0325'OF THE SOUTH END OF CONCRETE SIDEWALK, 1.8 FEET WEST OF THE WEST
 FF0325'CURB LINE OF HIGHWAY AND 1 FOOT ABOVE HIGHWAY.
 FF0325
 FF0325                          STATION RECOVERY (1994)
 FF0325
 FF0325'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0325'RECOVERED IN GOOD CONDITION.
 FF0325
 FF0325                          STATION RECOVERY (2002)
 FF0325
 FF0325'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0325'MARK DESTROYED. BRIDGE DECK REWORKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0628 ***********************************************************************
 GB0628  DESIGNATION -  79 A 4
 GB0628  PID         -  GB0628
 GB0628  STATE/COUNTY-  TN/ANDERSON
 GB0628  USGS QUAD   -  NORRIS (1990)
 GB0628
 GB0628                         *CURRENT SURVEY CONTROL
 GB0628  ___________________________________________________________________
 GB0628* NAD 83(1986)-  36 13 29.     (N)    084 00 10.     (W)     SCALED    
 GB0628* NAVD 88     -       313.993  (meters)    1030.16   (feet)  ADJUSTED  
 GB0628  ___________________________________________________________________
 GB0628  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0628  DYNAMIC HT  -         313.709 (meters)    1029.23  (feet)  COMP
 GB0628  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GB0628
 GB0628  VERT ORDER  -  SECOND    CLASS 0
 GB0628
 GB0628.The horizontal coordinates were scaled from a topographic map and have
 GB0628.an estimated accuracy of +/- 6 seconds.
 GB0628
 GB0628.The orthometric height was determined by differential leveling
 GB0628.and adjusted by the National Geodetic Survey in June 1991..
 GB0628
 GB0628.The geoid height was determined by GEOID03.
 GB0628
 GB0628.The dynamic height is computed by dividing the NAVD 88
 GB0628.geopotential number by the normal gravity value computed on the
 GB0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0628.degrees latitude (g = 980.6199 gals.).
 GB0628
 GB0628.The modeled gravity was interpolated from observed gravity values.
 GB0628
 GB0628;                    North         East    Units  Estimated Accuracy
 GB0628;SPC TN       -   211,680.      779,550.      MT  (+/- 180 meters Scaled)
 GB0628
 GB0628                          SUPERSEDED SURVEY CONTROL
 GB0628
 GB0628  NGVD 29 (??/??/92)  314.115  (m)         1030.56   (f) ADJ UNCH    2 0
 GB0628
 GB0628.Superseded values are not recommended for survey control.
 GB0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0628.See file dsdata.txt to determine how the superseded data were derived.
 GB0628
 GB0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF694130(NAD 83)
 GB0628_MARKER: N = NAIL
 GB0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0628_SP_SET: TREE ROOT
 GB0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0628
 GB0628  HISTORY     - Date     Condition        Report By
 GB0628  HISTORY     - UNK      MONUMENTED       RBNF
 GB0628  HISTORY     - 1936     GOOD             NGS
 GB0628
 GB0628                          STATION DESCRIPTION
 GB0628
 GB0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GB0628'2.5 MI NE FROM ANDERSONVILLE.
 GB0628'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB0628'AT ANDERSONVILLE, ANDERSON COUNTY, 0.6 MILE SOUTHWEST OF THE EAST
 GB0628'END OF A LARGE EARTH DIKE, OPPOSITE A CEMETERY, AT THE JUNCTION
 GB0628'OF A T-ROAD LEADING SOUTHEAST, AT THE EDGE OF THE RIGHT-OF-WAY,
 GB0628'15 YARDS NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET NORTHWEST
 GB0628'OF THE CENTERLINE OF THE HIGHWAY, AND IN THE BASE OF THE ROOT
 GB0628'OF A 36-INCH OAK TREE PAINTED 79 A 4.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0629 ***********************************************************************
 GB0629  DESIGNATION -  79 A 5
 GB0629  PID         -  GB0629
 GB0629  STATE/COUNTY-  TN/ANDERSON
 GB0629  USGS QUAD   -  NORRIS (1990)
 GB0629
 GB0629                         *CURRENT SURVEY CONTROL
 GB0629  ___________________________________________________________________
 GB0629* NAD 83(1986)-  36 13 14.     (N)    084 00 31.     (W)     SCALED    
 GB0629* NAVD 88     -       311.73   (+/-2cm)    1022.7    (feet)  VERTCON   
 GB0629  ___________________________________________________________________
 GB0629  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0629
 GB0629  VERT ORDER  -  ? (See Below)
 GB0629
 GB0629.The horizontal coordinates were scaled from a topographic map and have
 GB0629.an estimated accuracy of +/- 6 seconds.
 GB0629
 GB0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB0629.The vertical order pertains to the NGVD 29 superseded value.
 GB0629
 GB0629.The geoid height was determined by GEOID03.
 GB0629
 GB0629;                    North         East    Units  Estimated Accuracy
 GB0629;SPC TN       -   211,210.      779,030.      MT  (+/- 180 meters Scaled)
 GB0629
 GB0629                          SUPERSEDED SURVEY CONTROL
 GB0629
 GB0629  NGVD 29 (??/??/92)  311.853  (m)         1023.14   (f) ADJ UNCH    ?  
 GB0629
 GB0629.Superseded values are not recommended for survey control.
 GB0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0629.See file dsdata.txt to determine how the superseded data were derived.
 GB0629
 GB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF688125(NAD 83)
 GB0629_MARKER: Z = SEE DESCRIPTION
 GB0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0629_SP_SET: TREE BASE
 GB0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0629
 GB0629  HISTORY     - Date     Condition        Report By
 GB0629  HISTORY     - UNK      MONUMENTED       RBNF
 GB0629  HISTORY     - 1936     GOOD             NGS
 GB0629
 GB0629                          STATION DESCRIPTION
 GB0629
 GB0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GB0629'2.1 MI NE FROM ANDERSONVILLE.
 GB0629'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB0629'AT ANDERSONVILLE, ANDERSON COUNTY, 1.0 MILE WEST OF THE EAST
 GB0629'END OF A LARGE EARTH DIKE, AT THE NORTH EDGE OF THE
 GB0629'RIGHT-OF-WAY, AND IN THE BASE OF A 36-INCH TREE PAINTED 79 A 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0067 ***********************************************************************
 FC0067  DESIGNATION -  799 MC
 FC0067  PID         -  FC0067
 FC0067  STATE/COUNTY-  TN/LOUDON
 FC0067  USGS QUAD   -  LENOIR CITY (1986)
 FC0067
 FC0067                         *CURRENT SURVEY CONTROL
 FC0067  ___________________________________________________________________
 FC0067* NAD 83(1986)-  35 47 26.     (N)    084 15 56.     (W)     SCALED    
 FC0067* NAVD 88     -       243.179  (meters)     797.83   (feet)  ADJUSTED  
 FC0067  ___________________________________________________________________
 FC0067  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0067  DYNAMIC HT  -         242.947 (meters)     797.07  (feet)  COMP
 FC0067  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 FC0067
 FC0067  VERT ORDER  -  FIRST     CLASS I
 FC0067
 FC0067.The horizontal coordinates were scaled from a topographic map and have
 FC0067.an estimated accuracy of +/- 6 seconds.
 FC0067
 FC0067.The orthometric height was determined by differential leveling
 FC0067.and adjusted by the National Geodetic Survey in June 1991..
 FC0067
 FC0067.The geoid height was determined by GEOID03.
 FC0067
 FC0067.The dynamic height is computed by dividing the NAVD 88
 FC0067.geopotential number by the normal gravity value computed on the
 FC0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0067.degrees latitude (g = 980.6199 gals.).
 FC0067
 FC0067.The modeled gravity was interpolated from observed gravity values.
 FC0067
 FC0067;                    North         East    Units  Estimated Accuracy
 FC0067;SPC TN       -   163,070.      756,780.      MT  (+/- 180 meters Scaled)
 FC0067
 FC0067                          SUPERSEDED SURVEY CONTROL
 FC0067
 FC0067  NGVD 29 (??/??/92)  243.292  (m)          798.20   (f) ADJ UNCH    1 1
 FC0067
 FC0067.Superseded values are not recommended for survey control.
 FC0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0067.See file dsdata.txt to determine how the superseded data were derived.
 FC0067
 FC0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE471641(NAD 83)
 FC0067_MARKER: DD = SURVEY DISK
 FC0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0067_SP_SET: FOUNDATION
 FC0067_STAMPING: 799 MC
 FC0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0067
 FC0067  HISTORY     - Date     Condition        Report By
 FC0067  HISTORY     - UNK      MONUMENTED       USGS
 FC0067  HISTORY     - 1968     GOOD             NGS
 FC0067  HISTORY     - 20051127 MARK NOT FOUND   USPSQD
 FC0067
 FC0067                          STATION DESCRIPTION
 FC0067
 FC0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0067'AT LENOIR CITY.
 FC0067'AT LENOIR CITY, ABOUT 100 YARDS NORTHWEST ALONG A STREET FROM THE
 FC0067'SOUTHERN RAILWAY STATION, NEAR THE SOUTH CORNER OF THE
 FC0067'INTERSECTION OF A STREET AND BROADWAY (U.S. HIGHWAY 11), SET
 FC0067'VERTICALLY IN THE NORTHEAST FACE OF THE EAST CORNER OF THE
 FC0067'CONCRETE FOUNDATION OF THE GENERAL LENOIR HOTEL (A LARGE
 FC0067'THREE-STORIED RED BRICK BUILDING), 12 FEET SOUTHWEST OF THE
 FC0067'SOUTHWEST CURB OF A STREET, 3.7 FEET NORTHWEST OF THE EAST CORNER
 FC0067'OF THE BUILDING, 1.3 FEET ABOVE THE LEVEL OF THE SIDEWALK AND
 FC0067'ABOUT 4 FEET ABOVE THE LEVEL OF THE STREET.
 FC0067
 FC0067                          STATION RECOVERY (2005)
 FC0067
 FC0067'RECOVERY NOTE BY US POWER SQUADRON 2005 (DCS)
 FC0067'BUILDING NO LONGER HOTEL. ANOTHER STRUCTURE BUILT DIRECTLY ON EAST
 FC0067'SIDE AND SIDE WALK ABOVE FOOTINGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2604 ***********************************************************************
 AJ2604  DESIGNATION -  80
 AJ2604  PID         -  AJ2604
 AJ2604  STATE/COUNTY-  TN/SHELBY
 AJ2604  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2604
 AJ2604                         *CURRENT SURVEY CONTROL
 AJ2604  ___________________________________________________________________
 AJ2604* NAD 83(1995)-  35 10 05.38448(N)    089 59 44.90970(W)     ADJUSTED  
 AJ2604* NAVD 88     -        70.68   (meters)     231.9    (feet)  LEVELING  
 AJ2604  ___________________________________________________________________
 AJ2604  X           -         381.875 (meters)                     COMP
 AJ2604  Y           -  -5,219,739.061 (meters)                     COMP
 AJ2604  Z           -   3,653,158.500 (meters)                     COMP
 AJ2604  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AJ2604  ELLIP HEIGHT-          43.37  (meters)          (04/26/01) GPS OBS
 AJ2604  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ2604
 AJ2604  HORZ ORDER  -  FIRST
 AJ2604  VERT ORDER  -  THIRD ?
 AJ2604  ELLP ORDER  -  FOURTH    CLASS I
 AJ2604
 AJ2604.The horizontal coordinates were established by GPS observations
 AJ2604.and adjusted by the National Geodetic Survey in April 2001..
 AJ2604
 AJ2604.The orthometric height was determined by differential leveling.
 AJ2604.The vertical network tie was performed by a horz. field party for horz.
 AJ2604.obs reductions. Reset procedures were used to establish the elevation.
 AJ2604
 AJ2604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2604
 AJ2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2604
 AJ2604.The ellipsoidal height was determined by GPS observations
 AJ2604.and is referenced to NAD 83.
 AJ2604
 AJ2604.The geoid height was determined by GEOID03.
 AJ2604
 AJ2604;                    North         East     Units Scale Factor Converg.
 AJ2604;SPC TN       -   100,055.382   236,073.321   MT  1.00001545   -2 20 21.5
 AJ2604;SPC TN       -   328,265.03    774,517.22   sFT  1.00001545   -2 20 21.5
 AJ2604;UTM  16      - 3,895,802.737   227,145.824   MT  1.00051763   -1 43 35.7
 AJ2604;UTM  15      - 3,895,825.793   773,617.971   MT  1.00052277   +1 43 53.1
 AJ2604
 AJ2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2604!SPC TN       -   0.99999319  x   1.00001545  =   1.00000864
 AJ2604!UTM  16      -   0.99999319  x   1.00051763  =   1.00051082
 AJ2604!UTM  15      -   0.99999319  x   1.00052277  =   1.00051596
 AJ2604
 AJ2604                          SUPERSEDED SURVEY CONTROL
 AJ2604
 AJ2604.No superseded survey control is available for this station.
 AJ2604
 AJ2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2714695803(NAD 83)
 AJ2604_MARKER: DD = SURVEY DISK
 AJ2604_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2604+WITH SETTING: INFORMATION.
 AJ2604_STAMPING: 080
 AJ2604_MARK LOGO: MLGW  
 AJ2604_PROJECTION: FLUSH
 AJ2604_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2604+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 AJ2604_ROD/PIPE-DEPTH:  0.8 meters
 AJ2604
 AJ2604  HISTORY     - Date     Condition        Report By
 AJ2604  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2604  HISTORY     - 20020905 GOOD             TN1620
 AJ2604  HISTORY     - 20031012 GOOD             TN1620
 AJ2604  HISTORY     - 20050925 GOOD             TN1620
 AJ2604
 AJ2604                          STATION DESCRIPTION
 AJ2604
 AJ2604'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2604'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2604'APPROXIMATELY 1.25 MILES (2.01 KM) NORTH OF THE MEMPHIS CITY ZOO.
 AJ2604'TO REACH THE STATION FROM THE INTERSECTION OF CHELSEA AVENUE AND
 AJ2604'MCLEAN BLVD., PROCEED SOUTH ON MCLEAN BLVD APPROXIMATELY 0.30 MILES
 AJ2604'(0.48 KM) TO EDWARD AVENUE.  THE STATION IS ON THE RIGHT.
 AJ2604'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET IN A DRILL
 AJ2604'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED IN THE CONCRETE
 AJ2604'SIDEWALK ON THE WEST SIDE OF MCLEAN BLVD, 86.80 FEET (26.46 M) NORTH
 AJ2604'OF THE CENTERLINE OF EDWARDS STREET, 30.00 FEET (9.14 M) SOUTH OF THE
 AJ2604'SOUTH END OF A BRIDGE NO.  79-2820-029 OVER CYPRESS CREEK, 3.50 FEET
 AJ2604'(1.07 M) WEST OF THE WEST CURBLINE OF MCLEAN STREET.  THE CAP IS SET
 AJ2604'FLUSH WITH THE CONCRETE SIDEWALK.
 AJ2604
 AJ2604                          STATION RECOVERY (2002)
 AJ2604
 AJ2604'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (CMP)
 AJ2604'RECOVERED IN GOOD CONDITION.
 AJ2604
 AJ2604                          STATION RECOVERY (2003)
 AJ2604
 AJ2604'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (MP)
 AJ2604'RECOVERED IN GOOD CONDITION.
 AJ2604
 AJ2604                          STATION RECOVERY (2005)
 AJ2604
 AJ2604'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2005 (DA)
 AJ2604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2660 ***********************************************************************
 GB2660  DESIGNATION -  80 RHP
 GB2660  PID         -  GB2660
 GB2660  STATE/COUNTY-  TN/OVERTON
 GB2660  USGS QUAD   -  ALPINE (1979)
 GB2660
 GB2660                         *CURRENT SURVEY CONTROL
 GB2660  ___________________________________________________________________
 GB2660* NAD 83(1986)-  36 27 48.     (N)    085 14 14.     (W)     SCALED    
 GB2660* NAVD 88     -       301.42   (+/-2cm)     988.9    (feet)  VERTCON   
 GB2660  ___________________________________________________________________
 GB2660  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB2660
 GB2660  VERT ORDER  -  THIRD (See Below)
 GB2660
 GB2660.The horizontal coordinates were scaled from a topographic map and have
 GB2660.an estimated accuracy of +/- 6 seconds.
 GB2660
 GB2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2660.The vertical order pertains to the NGVD 29 superseded value.
 GB2660
 GB2660.The geoid height was determined by GEOID03.
 GB2660
 GB2660;                    North         East    Units  Estimated Accuracy
 GB2660;SPC TN       -   236,590.      668,370.      MT  (+/- 180 meters Scaled)
 GB2660
 GB2660                          SUPERSEDED SURVEY CONTROL
 GB2660
 GB2660  NGVD 29 (??/??/??)  301.51   (m)          989.2    (f) N HEIGHT    3  
 GB2660
 GB2660.Superseded values are not recommended for survey control.
 GB2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2660.See file dsdata.txt to determine how the superseded data were derived.
 GB2660
 GB2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF579367(NAD 83)
 GB2660_MARKER: DB = BENCH MARK DISK
 GB2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2660_SP_SET: SQUARE CONCRETE MONUMENT
 GB2660_STAMPING: 80 RHP 1950 989
 GB2660_MARK LOGO: USGS  
 GB2660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GB2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2660+STABILITY: SURFACE MOTION
 GB2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB2660+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1987
 GB2660
 GB2660  HISTORY     - Date     Condition        Report By
 GB2660  HISTORY     - 1950     MONUMENTED       USGS
 GB2660  HISTORY     - 19870112 GOOD             TNDT
 GB2660
 GB2660                          STATION DESCRIPTION
 GB2660
 GB2660'DESCRIBED BY TN DEPT OF TRANSP 1987
 GB2660'2.5 MILES NORTH OF MONROE AT A CROSSROADS AT RHYAN SPRINGS SCHOOL,32
 GB2660'FEET EAST OF ROAD, 50 FEET SOUTH OF ROAD EAST, IN LINE WITH SOUTH
 GB2660'SIDE OF SCHOOL, 4 FEET SOUTH OF SMALL MAPLE TREE, IN CONCRETE POST
 GB2660'PROJECTING 3 INCHES, STANDARD DISK STAMPED 80 RHP 1950 989, PAINTED
 GB2660'US 989.2 PBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0465 ***********************************************************************
 FC0465  DESIGNATION -  8093
 FC0465  PID         -  FC0465
 FC0465  STATE/COUNTY-  TN/BRADLEY
 FC0465  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0465
 FC0465                         *CURRENT SURVEY CONTROL
 FC0465  ___________________________________________________________________
 FC0465* NAD 83(1986)-  35 09 26.     (N)    084 52 19.     (W)     SCALED    
 FC0465* NAVD 88     -       264.258  (meters)     866.99   (feet)  ADJUSTED  
 FC0465  ___________________________________________________________________
 FC0465  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0465  DYNAMIC HT  -         263.997 (meters)     866.13  (feet)  COMP
 FC0465  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 FC0465
 FC0465  VERT ORDER  -  FIRST     CLASS I
 FC0465
 FC0465.The horizontal coordinates were scaled from a topographic map and have
 FC0465.an estimated accuracy of +/- 6 seconds.
 FC0465
 FC0465.The orthometric height was determined by differential leveling
 FC0465.and adjusted by the National Geodetic Survey in June 1991..
 FC0465
 FC0465.The geoid height was determined by GEOID03.
 FC0465
 FC0465.The dynamic height is computed by dividing the NAVD 88
 FC0465.geopotential number by the normal gravity value computed on the
 FC0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0465.degrees latitude (g = 980.6199 gals.).
 FC0465
 FC0465.The modeled gravity was interpolated from observed gravity values.
 FC0465
 FC0465;                    North         East    Units  Estimated Accuracy
 FC0465;SPC TN       -    92,000.      702,780.      MT  (+/- 180 meters Scaled)
 FC0465
 FC0465                          SUPERSEDED SURVEY CONTROL
 FC0465
 FC0465  NGVD 29 (??/??/92)  264.270  (m)          867.03   (f) ADJ UNCH    1 1
 FC0465
 FC0465.Superseded values are not recommended for survey control.
 FC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0465.See file dsdata.txt to determine how the superseded data were derived.
 FC0465
 FC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD938925(NAD 83)
 FC0465_MARKER: DD = SURVEY DISK
 FC0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0465_SP_SET: BRIDGE
 FC0465_STAMPING: 8093
 FC0465_MARK LOGO: TNGS  
 FC0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0465
 FC0465  HISTORY     - Date     Condition        Report By
 FC0465  HISTORY     - UNK      MONUMENTED       TNGS
 FC0465  HISTORY     - 1968     GOOD             NGS
 FC0465  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC0465
 FC0465                          STATION DESCRIPTION
 FC0465
 FC0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0465'AT CLEVELAND.
 FC0465'AT CLEVELAND, ABOUT 100 YARDS NORTHEAST ALONG THE SOUTHERN
 FC0465'RAILWAY FROM THE STATION, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 213,
 FC0465'SET IN THE TOP AND TOWARD THE SOUTHEAST END OF THE SOUTHWEST
 FC0465'ABUTMENT OF THE RAILWAY OVERPASS OVER INMAN STREET (U.S. HIGHWAY 64),
 FC0465'17.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, 7.4
 FC0465'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 3.5 FEET
 FC0465'NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK AND ABOUT 1/2
 FC0465'FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THE 3 IN 8093 IS
 FC0465'STAMPED BACKWARDS.
 FC0465
 FC0465                          STATION RECOVERY (1983)
 FC0465
 FC0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0465'NOT RECOVERED, NEW OVERPASS HAS BEEN BUILT, PROBABLY DESTROYED BY
 FC0465'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2605 ***********************************************************************
 AJ2605  DESIGNATION -  81
 AJ2605  PID         -  AJ2605
 AJ2605  STATE/COUNTY-  TN/SHELBY
 AJ2605  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2605
 AJ2605                         *CURRENT SURVEY CONTROL
 AJ2605  ___________________________________________________________________
 AJ2605* NAD 83(1995)-  35 09 40.57359(N)    089 57 45.85522(W)     ADJUSTED  
 AJ2605* NAVD 88     -        77.97   (meters)     255.8    (feet)  LEVELING  
 AJ2605  ___________________________________________________________________
 AJ2605  X           -       3,394.959 (meters)                     COMP
 AJ2605  Y           -  -5,220,184.289 (meters)                     COMP
 AJ2605  Z           -   3,652,537.617 (meters)                     COMP
 AJ2605  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AJ2605  ELLIP HEIGHT-          50.65  (meters)          (04/26/01) GPS OBS
 AJ2605  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AJ2605
 AJ2605  HORZ ORDER  -  FIRST
 AJ2605  VERT ORDER  -  THIRD ?
 AJ2605  ELLP ORDER  -  FOURTH    CLASS I
 AJ2605
 AJ2605.The horizontal coordinates were established by GPS observations
 AJ2605.and adjusted by the National Geodetic Survey in April 2001..
 AJ2605
 AJ2605.The orthometric height was determined by differential leveling.
 AJ2605.The vertical network tie was performed by a horz. field party for horz.
 AJ2605.obs reductions. Reset procedures were used to establish the elevation.
 AJ2605
 AJ2605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2605
 AJ2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2605
 AJ2605.The ellipsoidal height was determined by GPS observations
 AJ2605.and is referenced to NAD 83.
 AJ2605
 AJ2605.The geoid height was determined by GEOID03.
 AJ2605
 AJ2605;                    North         East     Units Scale Factor Converg.
 AJ2605;SPC TN       -    99,168.916   239,052.699   MT  1.00001684   -2 19 11.8
 AJ2605;SPC TN       -   325,356.69    784,292.06   sFT  1.00001684   -2 19 11.8
 AJ2605;UTM  16      - 3,894,947.763   230,135.980   MT  1.00049763   -1 42 26.0
 AJ2605;UTM  15      - 3,895,152.700   776,654.326   MT  1.00054337   +1 45 00.8
 AJ2605
 AJ2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2605!SPC TN       -   0.99999205  x   1.00001684  =   1.00000889
 AJ2605!UTM  16      -   0.99999205  x   1.00049763  =   1.00048968
 AJ2605!UTM  15      -   0.99999205  x   1.00054337  =   1.00053542
 AJ2605
 AJ2605                          SUPERSEDED SURVEY CONTROL
 AJ2605
 AJ2605.No superseded survey control is available for this station.
 AJ2605
 AJ2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3013694948(NAD 83)
 AJ2605_MARKER: DD = SURVEY DISK
 AJ2605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2605+WITH SETTING: INFORMATION.
 AJ2605_STAMPING: 081
 AJ2605_MARK LOGO: MLGW  
 AJ2605_PROJECTION: FLUSH
 AJ2605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2605+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 AJ2605_ROD/PIPE-DEPTH:  0.8 meters
 AJ2605
 AJ2605  HISTORY     - Date     Condition        Report By
 AJ2605  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2605  HISTORY     - 20020905 GOOD             TN1620
 AJ2605
 AJ2605                          STATION DESCRIPTION
 AJ2605
 AJ2605'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2605'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF SHELBY COUNTY
 AJ2605'APPROXIMATELY 1.50 MILES (2.41 KM) NORTHEAST OF OVERTON CITY PARK.
 AJ2605'TO REACH THE STATION FROM THE INTERSECTION OF JACKSON AVENUE AND
 AJ2605'WARFORD STREET PROCEED NORTH ON WARFORD STREET FOR APPROXIMATELY
 AJ2605'400.00 FEET (121.92 M) .  THE STATION IS ON THE LEFT.
 AJ2605'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2605'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2605'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 406.30 FEET (123.84 M)
 AJ2605'NORTH OF THE NORTH CURBLINE OF JACKSON AVENUE AS MEASURED ALONG THE
 AJ2605'WEST CURBLINE OF WARFORD STREET, 6.00 FEET (1.83 M) WEST OF THE WEST
 AJ2605'CURBLINE OF WARFORD STREET, 4.00 FEET (1.22 M) NORTH OF THE NORTH SIDE
 AJ2605'OF A DRIVEWAY APRON.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2605'GROUND.
 AJ2605
 AJ2605                          STATION RECOVERY (2002)
 AJ2605
 AJ2605'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (CMP)
 AJ2605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1342 ***********************************************************************
 GC1342  DESIGNATION -  818.2
 GC1342  PID         -  GC1342
 GC1342  STATE/COUNTY-  TN/DICKSON
 GC1342  USGS QUAD   -  BURNS (1986)
 GC1342
 GC1342                         *CURRENT SURVEY CONTROL
 GC1342  ___________________________________________________________________
 GC1342* NAD 83(1986)-  36 05 26.     (N)    087 15 18.     (W)     SCALED    
 GC1342* NAVD 88     -       248.988  (meters)     816.89   (feet)  ADJUSTED  
 GC1342  ___________________________________________________________________
 GC1342  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 GC1342  DYNAMIC HT  -         248.770 (meters)     816.17  (feet)  COMP
 GC1342  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 GC1342
 GC1342  VERT ORDER  -  FIRST     CLASS II
 GC1342
 GC1342.The horizontal coordinates were scaled from a topographic map and have
 GC1342.an estimated accuracy of +/- 6 seconds.
 GC1342
 GC1342.The orthometric height was determined by differential leveling
 GC1342.and adjusted by the National Geodetic Survey in June 1991..
 GC1342
 GC1342.The geoid height was determined by GEOID03.
 GC1342
 GC1342.The dynamic height is computed by dividing the NAVD 88
 GC1342.geopotential number by the normal gravity value computed on the
 GC1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1342.degrees latitude (g = 980.6199 gals.).
 GC1342
 GC1342.The modeled gravity was interpolated from observed gravity values.
 GC1342
 GC1342;                    North         East    Units  Estimated Accuracy
 GC1342;SPC TN       -   195,690.      486,980.      MT  (+/- 180 meters Scaled)
 GC1342
 GC1342                          SUPERSEDED SURVEY CONTROL
 GC1342
 GC1342  NGVD 29 (??/??/92)  248.984  (m)          816.88   (f) ADJ UNCH    1 2
 GC1342
 GC1342.Superseded values are not recommended for survey control.
 GC1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1342.See file dsdata.txt to determine how the superseded data were derived.
 GC1342
 GC1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE770940(NAD 83)
 GC1342_MARKER: Q = CHISELED SQUARE
 GC1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1342_SP_SET: BRIDGE
 GC1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1342
 GC1342  HISTORY     - Date     Condition        Report By
 GC1342  HISTORY     - UNK      MONUMENTED       USGS
 GC1342  HISTORY     - 1948     GOOD             NGS
 GC1342
 GC1342                          STATION DESCRIPTION
 GC1342
 GC1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1342'2.5 MI W FROM WHITE BLUFF.
 GC1342'2.5 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1342'RAILWAY FROM THE STATION AT WHITE BLUFF, SET IN THE TOP OF THE
 GC1342'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF BRIDGE NO. 32.6 OVER
 GC1342'OLD U.S. HIGHWAY 70 ROUTE, ABOUT 7 INCHES NORTHEAST OF THE
 GC1342'NUMBER 3 IN INSCRIBED NUMBERS 32.6, 6 FEET SOUTHEAST OF THE
 GC1342'SOUTHEAST RAIL AND 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2606 ***********************************************************************
 AJ2606  DESIGNATION -  82
 AJ2606  PID         -  AJ2606
 AJ2606  STATE/COUNTY-  TN/SHELBY
 AJ2606  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2606
 AJ2606                         *CURRENT SURVEY CONTROL
 AJ2606  ___________________________________________________________________
 AJ2606* NAD 83(1995)-  35 09 44.45013(N)    089 55 38.00722(W)     ADJUSTED  
 AJ2606* NAVD 88     -        79.59   (meters)     261.1    (feet)  LEVELING  
 AJ2606  ___________________________________________________________________
 AJ2606  X           -       6,630.471 (meters)                     COMP
 AJ2606  Y           -  -5,220,113.691 (meters)                     COMP
 AJ2606  Z           -   3,652,636.206 (meters)                     COMP
 AJ2606  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AJ2606  ELLIP HEIGHT-          52.25  (meters)          (04/26/01) GPS OBS
 AJ2606  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ2606
 AJ2606  HORZ ORDER  -  FIRST
 AJ2606  VERT ORDER  -  THIRD ?
 AJ2606  ELLP ORDER  -  FOURTH    CLASS I
 AJ2606
 AJ2606.The horizontal coordinates were established by GPS observations
 AJ2606.and adjusted by the National Geodetic Survey in April 2001..
 AJ2606
 AJ2606.The orthometric height was determined by differential leveling.
 AJ2606.The vertical network tie was performed by a horz. field party for horz.
 AJ2606.obs reductions. Reset procedures were used to establish the elevation.
 AJ2606
 AJ2606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2606
 AJ2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2606
 AJ2606.The ellipsoidal height was determined by GPS observations
 AJ2606.and is referenced to NAD 83.
 AJ2606
 AJ2606.The geoid height was determined by GEOID03.
 AJ2606
 AJ2606;                    North         East     Units Scale Factor Converg.
 AJ2606;SPC TN       -    99,157.898   242,290.491   MT  1.00001663   -2 17 57.0
 AJ2606;SPC TN       -   325,320.54    794,914.72   sFT  1.00001663   -2 17 57.0
 AJ2606;UTM  16      - 3,894,971.371   233,375.228   MT  1.00047620   -1 41 12.4
 AJ2606;UTM  15      - 3,895,371.631   779,886.472   MT  1.00056555   +1 46 14.7
 AJ2606
 AJ2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2606!SPC TN       -   0.99999180  x   1.00001663  =   1.00000843
 AJ2606!UTM  16      -   0.99999180  x   1.00047620  =   1.00046799
 AJ2606!UTM  15      -   0.99999180  x   1.00056555  =   1.00055734
 AJ2606
 AJ2606                          SUPERSEDED SURVEY CONTROL
 AJ2606
 AJ2606.No superseded survey control is available for this station.
 AJ2606
 AJ2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3337594971(NAD 83)
 AJ2606_MARKER: DD = SURVEY DISK
 AJ2606_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2606+WITH SETTING: INFORMATION.
 AJ2606_STAMPING: 082
 AJ2606_MARK LOGO: MLGW  
 AJ2606_PROJECTION: FLUSH
 AJ2606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2606+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2606_ROD/PIPE-DEPTH:  0.8 meters
 AJ2606
 AJ2606  HISTORY     - Date     Condition        Report By
 AJ2606  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2606
 AJ2606                          STATION DESCRIPTION
 AJ2606
 AJ2606'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2606'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY
 AJ2606'APPROXIMATELY 0.35 MILES (0.56 KM) WEST OF GAISMAN CITY PARK.
 AJ2606'TO REACH THE STATION FROM THE NORTHWEST CORNER OF GAISMAN PARK, THE
 AJ2606'SAME BEING INTERSECTION OF MACON ROAD AND VAUGHN STREET, PROCEED WEST
 AJ2606'ON MACON ROAD FOR 0.30 MILES (0.48 KM) TO NORTH GRAHAM ROAD TO NORTH,
 AJ2606'CONTINUE WEST APPROXIMATELY 200.00 FEET (60.96 M) TO NORTH GRAHAM ROAD
 AJ2606'TO SOUTH.  THE STATION IS ON THE RIGHT.
 AJ2606'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2606'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2606'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 3.00 FEET (0.91 M) NORTH
 AJ2606'OF THE NORTH CURBLINE OF MACON ROAD, 2.50 FEET (0.76 M) WEST OF THE
 AJ2606'CENTERLINE OF NORTH GRAHAM STREET (TO SOUTH) PROJECTED NORTH. THE CAP
 AJ2606'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2077 ***********************************************************************
 FB2077  DESIGNATION -  828.0
 FB2077  PID         -  FB2077
 FB2077  STATE/COUNTY-  TN/KNOX
 FB2077  USGS QUAD   -  KNOXVILLE (1978)
 FB2077
 FB2077                         *CURRENT SURVEY CONTROL
 FB2077  ___________________________________________________________________
 FB2077* NAD 83(1986)-  35 57 26.     (N)    083 53 19.     (W)     SCALED    
 FB2077* NAVD 88     -       252.50   (+/-2cm)     828.4    (feet)  VERTCON   
 FB2077  ___________________________________________________________________
 FB2077  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2077
 FB2077  VERT ORDER  -  ? (See Below)
 FB2077
 FB2077.The horizontal coordinates were scaled from a topographic map and have
 FB2077.an estimated accuracy of +/- 6 seconds.
 FB2077
 FB2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2077.The vertical order pertains to the NGVD 29 superseded value.
 FB2077
 FB2077.The geoid height was determined by GEOID03.
 FB2077
 FB2077;                    North         East    Units  Estimated Accuracy
 FB2077;SPC TN       -   182,220.      790,450.      MT  (+/- 180 meters Scaled)
 FB2077
 FB2077                          SUPERSEDED SURVEY CONTROL
 FB2077
 FB2077  NGVD 29 (??/??/92)  252.634  (m)          828.85   (f) ADJ UNCH    ?  
 FB2077
 FB2077.Superseded values are not recommended for survey control.
 FB2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2077.See file dsdata.txt to determine how the superseded data were derived.
 FB2077
 FB2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV394830(NAD 83)
 FB2077_MARKER: DD = SURVEY DISK
 FB2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2077+STABILITY: SURFACE MOTION
 FB2077
 FB2077  HISTORY     - Date     Condition        Report By
 FB2077  HISTORY     - UNK      MONUMENTED       USGS
 FB2077  HISTORY     - 1936     GOOD             USGS
 FB2077  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB2077
 FB2077                          STATION DESCRIPTION
 FB2077
 FB2077'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2077'2.7 MI NE FROM VESTAL.
 FB2077'2.7 MILES NORTHEAST OF VESTAL, KNOX COUNTY, 100 FEET SOUTH OF
 FB2077'THE SOUTH BANK OF TENNESSEE RIVER, AT THE JUNCTION OF ISLAND
 FB2077'PARK BOULEVARD AND SOUTH HAVEN ROAD, 80 FEET NORTH OF ISLAND
 FB2077'HOME GATEWAY, 55 FEET NORTHWEST OF THE JUNCTION, 20 FEET NORTH OF
 FB2077'THE ROAD, AND 2 FEET NORTH OF THE NORTH RAIL OF THE STREET-CAR
 FB2077'TRACK.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FB2077'POST PAINTED USPBM 828.0.
 FB2077
 FB2077                          STATION RECOVERY (2001)
 FB2077
 FB2077'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1134 ***********************************************************************
 FC1134  DESIGNATION -  83
 FC1134  PID         -  FC1134
 FC1134  STATE/COUNTY-  TN/HAMILTON
 FC1134  USGS QUAD   -  CHATTANOOGA (1976)
 FC1134
 FC1134                         *CURRENT SURVEY CONTROL
 FC1134  ___________________________________________________________________
 FC1134* NAD 83(1986)-  35 03 22.     (N)    085 18 34.     (W)     SCALED    
 FC1134* NAVD 88     -       206.756  (meters)     678.33   (feet)  ADJUSTED  
 FC1134  ___________________________________________________________________
 FC1134  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1134  DYNAMIC HT  -         206.551 (meters)     677.66  (feet)  COMP
 FC1134  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 FC1134
 FC1134  VERT ORDER  -  SECOND    CLASS 0
 FC1134
 FC1134.The horizontal coordinates were scaled from a topographic map and have
 FC1134.an estimated accuracy of +/- 6 seconds.
 FC1134
 FC1134.The orthometric height was determined by differential leveling
 FC1134.and adjusted by the National Geodetic Survey in June 1991..
 FC1134
 FC1134.The geoid height was determined by GEOID03.
 FC1134
 FC1134.The dynamic height is computed by dividing the NAVD 88
 FC1134.geopotential number by the normal gravity value computed on the
 FC1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1134.degrees latitude (g = 980.6199 gals.).
 FC1134
 FC1134.The modeled gravity was interpolated from observed gravity values.
 FC1134
 FC1134;                    North         East    Units  Estimated Accuracy
 FC1134;SPC TN       -    80,420.      663,000.      MT  (+/- 180 meters Scaled)
 FC1134
 FC1134                          SUPERSEDED SURVEY CONTROL
 FC1134
 FC1134  NGVD 29 (??/??/92)  206.793  (m)          678.45   (f) ADJ UNCH    2 0
 FC1134
 FC1134.Superseded values are not recommended for survey control.
 FC1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1134.See file dsdata.txt to determine how the superseded data were derived.
 FC1134
 FC1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD541805(NAD 83)
 FC1134_MARKER: X = CHISELED CROSS
 FC1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1134_SP_SET: CONC SILL
 FC1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1134
 FC1134  HISTORY     - Date     Condition        Report By
 FC1134  HISTORY     - UNK      MONUMENTED       DOD
 FC1134  HISTORY     - 1934     GOOD             NGS
 FC1134  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1134
 FC1134                          STATION DESCRIPTION
 FC1134
 FC1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1134'AT CHATTANOOGA.
 FC1134'AT CHATTANOOGA, HAMILTON COUNTY, AT THE SOUTH END OF THE BRIDGE
 FC1134'OVER TENNESSEE RIVER, ON THE EAST SIDE OF MARKET STREET, AT
 FC1134'THE BUILDING OCCUPIED IN 1934 BY THE CROWN LAUNDRY, AT A 16-FOOT
 FC1134'WINDOW, AND ON THE CENTER OF THE TOP OF THE OUTER EDGE OF THE
 FC1134'CONCRETE SILL.  A CHISELED CROSS.
 FC1134
 FC1134                          STATION RECOVERY (2000)
 FC1134
 FC1134'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2607 ***********************************************************************
 AJ2607  DESIGNATION -  83
 AJ2607  PID         -  AJ2607
 AJ2607  STATE/COUNTY-  TN/SHELBY
 AJ2607  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2607
 AJ2607                         *CURRENT SURVEY CONTROL
 AJ2607  ___________________________________________________________________
 AJ2607* NAD 83(1995)-  35 10 43.50494(N)    089 53 16.05099(W)     ADJUSTED  
 AJ2607* NAVD 88     -        79.69   (meters)     261.4    (feet)  LEVELING  
 AJ2607  ___________________________________________________________________
 AJ2607  X           -      10,221.020 (meters)                     COMP
 AJ2607  Y           -  -5,219,059.646 (meters)                     COMP
 AJ2607  Z           -   3,654,123.952 (meters)                     COMP
 AJ2607  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AJ2607  ELLIP HEIGHT-          52.33  (meters)          (04/26/01) GPS OBS
 AJ2607  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AJ2607
 AJ2607  HORZ ORDER  -  FIRST
 AJ2607  VERT ORDER  -  THIRD ?
 AJ2607  ELLP ORDER  -  FOURTH    CLASS I
 AJ2607
 AJ2607.The horizontal coordinates were established by GPS observations
 AJ2607.and adjusted by the National Geodetic Survey in April 2001..
 AJ2607
 AJ2607.The orthometric height was determined by differential leveling.
 AJ2607.The vertical network tie was performed by a horz. field party for horz.
 AJ2607.obs reductions. Reset procedures were used to establish the elevation.
 AJ2607
 AJ2607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2607
 AJ2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2607
 AJ2607.The ellipsoidal height was determined by GPS observations
 AJ2607.and is referenced to NAD 83.
 AJ2607
 AJ2607.The geoid height was determined by GEOID03.
 AJ2607
 AJ2607;                    North         East     Units Scale Factor Converg.
 AJ2607;SPC TN       -   100,833.020   245,952.543   MT  1.00001334   -2 16 33.8
 AJ2607;SPC TN       -   330,816.33    806,929.30   sFT  1.00001334   -2 16 33.8
 AJ2607;UTM  16      - 3,896,686.275   237,020.820   MT  1.00045240   -1 39 52.9
 AJ2607
 AJ2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2607!SPC TN       -   0.99999179  x   1.00001334  =   1.00000513
 AJ2607!UTM  16      -   0.99999179  x   1.00045240  =   1.00044418
 AJ2607
 AJ2607                          SUPERSEDED SURVEY CONTROL
 AJ2607
 AJ2607.No superseded survey control is available for this station.
 AJ2607
 AJ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3702196686(NAD 83)
 AJ2607_MARKER: DD = SURVEY DISK
 AJ2607_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2607+WITH SETTING: INFORMATION.
 AJ2607_STAMPING: 083
 AJ2607_MARK LOGO: MLGW  
 AJ2607_PROJECTION: FLUSH
 AJ2607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2607+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 AJ2607_ROD/PIPE-DEPTH:  0.8 meters
 AJ2607
 AJ2607  HISTORY     - Date     Condition        Report By
 AJ2607  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2607  HISTORY     - 20030610 GOOD             TN1620
 AJ2607
 AJ2607                          STATION DESCRIPTION
 AJ2607
 AJ2607'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2607'THE STATION IS LOCATED IN THE CENTRAL PART OF SHELBY COUNTY
 AJ2607'APPROXIMATELY 1.35 MILES (2.17 KM) SOUTHWEST OF THE BARTLETT TENNESSEE
 AJ2607'CITY LIMITS.
 AJ2607'TO REACH THE STATION FROM THE INTERSECTION OF COVINGTON PIKE AND
 AJ2607'PLEASANT VIEW ROAD PROCEED EAST ON PLEASANT VIEW ROAD APPROXIMATELY
 AJ2607'0.55 MILE (0.89 KM) TO THOMAS ROAD.  TURN LEFT AND CONTINUE NORTH ON
 AJ2607'THOMAS ROAD FOR 0.30 MILE (0.48 KM) TO A HIGH RISE POWER LINE.  THE
 AJ2607'STATION IS ON THE LEFT.
 AJ2607'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2607'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2607'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED UNDER THE NORTH HIGH
 AJ2607'RISE POWER LINE, 311.00 FEET (94.79 M) NORTHWEST OF TOWER NO.  351,
 AJ2607'25.00 FEET (7.62 M) SOUTHWEST OF A SEWER MANHOLE, 16.80 FEET (5.12 M)
 AJ2607'WEST OF THE WEST EDGE OF PAVEMENT OF THOMAS ROAD.  THE STATION IS IN
 AJ2607'LINE WITH THE CENTERLINE OF PIPERS GAP DRIVE PROJECTED WEST.  THE CAP
 AJ2607'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2607
 AJ2607                          STATION RECOVERY (2003)
 AJ2607
 AJ2607'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0587 ***********************************************************************
 GB0587  DESIGNATION -  832
 GB0587  PID         -  GB0587
 GB0587  STATE/COUNTY-  TN/ANDERSON
 GB0587  USGS QUAD   -  LAKE CITY (1973)
 GB0587
 GB0587                         *CURRENT SURVEY CONTROL
 GB0587  ___________________________________________________________________
 GB0587* NAD 83(1986)-  36 07 39.     (N)    084 07 34.     (W)     SCALED    
 GB0587* NAVD 88     -       253.533  (meters)     831.80   (feet)  ADJUSTED  
 GB0587  ___________________________________________________________________
 GB0587  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB0587  DYNAMIC HT  -         253.303 (meters)     831.04  (feet)  COMP
 GB0587  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 GB0587
 GB0587  VERT ORDER  -  SECOND    CLASS 0
 GB0587
 GB0587.The horizontal coordinates were scaled from a topographic map and have
 GB0587.an estimated accuracy of +/- 6 seconds.
 GB0587
 GB0587.The orthometric height was determined by differential leveling
 GB0587.and adjusted by the National Geodetic Survey in June 1991..
 GB0587
 GB0587.The geoid height was determined by GEOID03.
 GB0587
 GB0587.The dynamic height is computed by dividing the NAVD 88
 GB0587.geopotential number by the normal gravity value computed on the
 GB0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0587.degrees latitude (g = 980.6199 gals.).
 GB0587
 GB0587.The modeled gravity was interpolated from observed gravity values.
 GB0587
 GB0587;                    North         East    Units  Estimated Accuracy
 GB0587;SPC TN       -   200,680.      768,670.      MT  (+/- 180 meters Scaled)
 GB0587
 GB0587                          SUPERSEDED SURVEY CONTROL
 GB0587
 GB0587  NGVD 29 (??/??/92)  253.669  (m)          832.25   (f) ADJ UNCH    2 0
 GB0587
 GB0587.Superseded values are not recommended for survey control.
 GB0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0587.See file dsdata.txt to determine how the superseded data were derived.
 GB0587
 GB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF586019(NAD 83)
 GB0587_MARKER: DD = SURVEY DISK
 GB0587_SETTING: 66 = SET IN ROCK OUTCROP
 GB0587_SP_SET: ROCK LEDGE
 GB0587_STAMPING: 832 1923
 GB0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0587+STABILITY: POSITION/ELEVATION WELL
 GB0587
 GB0587  HISTORY     - Date     Condition        Report By
 GB0587  HISTORY     - 1923     MONUMENTED       USGS
 GB0587  HISTORY     - 1934     GOOD             NGS
 GB0587
 GB0587                          STATION DESCRIPTION
 GB0587
 GB0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0587'2.2 MI N FROM CLINTON.
 GB0587'2.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0587'AT CLINTON, ANDERSON COUNTY, 2-3/4 RAILS EAST OF MILEPOST 23,
 GB0587'5 FEET SOUTH OF THE TRACK, IN THE TOP OF A ROCK LEDGE AT THE
 GB0587'EDGE OF A BANK, AND LEVEL WITH THE BASE OF THE RAIL.  A UNITED
 GB0587'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 832 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2086 ***********************************************************************
 FB2086  DESIGNATION -  834.2
 FB2086  PID         -  FB2086
 FB2086  STATE/COUNTY-  TN/KNOX
 FB2086  USGS QUAD   -  SHOOKS GAP (1987)
 FB2086
 FB2086                         *CURRENT SURVEY CONTROL
 FB2086  ___________________________________________________________________
 FB2086* NAD 83(1986)-  35 56 10.     (N)    083 51 02.     (W)     SCALED    
 FB2086* NAVD 88     -       254.01   (+/-2cm)     833.4    (feet)  VERTCON   
 FB2086  ___________________________________________________________________
 FB2086  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB2086
 FB2086  VERT ORDER  -  ? (See Below)
 FB2086
 FB2086.The horizontal coordinates were scaled from a topographic map and have
 FB2086.an estimated accuracy of +/- 6 seconds.
 FB2086
 FB2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2086.The vertical order pertains to the NGVD 29 superseded value.
 FB2086
 FB2086.The geoid height was determined by GEOID03.
 FB2086
 FB2086;                    North         East    Units  Estimated Accuracy
 FB2086;SPC TN       -   179,960.      793,930.      MT  (+/- 180 meters Scaled)
 FB2086
 FB2086                          SUPERSEDED SURVEY CONTROL
 FB2086
 FB2086  NGVD 29 (??/??/92)  254.148  (m)          833.82   (f) ADJ UNCH    ?  
 FB2086
 FB2086.Superseded values are not recommended for survey control.
 FB2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2086.See file dsdata.txt to determine how the superseded data were derived.
 FB2086
 FB2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV428806(NAD 83)
 FB2086_MARKER: N = NAIL
 FB2086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2086_SP_SET: TREE
 FB2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2086
 FB2086  HISTORY     - Date     Condition        Report By
 FB2086  HISTORY     - UNK      MONUMENTED       USGS
 FB2086  HISTORY     - 1936     GOOD             USGS
 FB2086
 FB2086                          STATION DESCRIPTION
 FB2086
 FB2086'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2086'5.3 MI E FROM KNOXVILLE.
 FB2086'5.3 MILES EAST ALONG ISLAND HOME PIKE FROM THE UNIVERSITY OF
 FB2086'TENNESSEE AT KNOXVILLE, THENCE 0.8 MILE EAST ALONG BURNETT CREEK
 FB2086'PIKE, 40 FEET NORTHEAST OF THE JUNCTION OF A PRIVATE ROAD LEADING
 FB2086'NORTHEAST, 25 FEET EAST OF A GATE, 11 FEET NORTH OF THE MAIN ROAD
 FB2086'AT A WASH, AT AN 8-INCH ASH TREE, AND IN A ROOT ON THE NORTH SIDE
 FB2086'OF THE TREE.  A COPPER NAIL AND WASHER, PAINTED USBM 834.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1858 ***********************************************************************
 FB1858  DESIGNATION -  835.6
 FB1858  PID         -  FB1858
 FB1858  STATE/COUNTY-  TN/KNOX
 FB1858  USGS QUAD   -  SHOOKS GAP (1987)
 FB1858
 FB1858                         *CURRENT SURVEY CONTROL
 FB1858  ___________________________________________________________________
 FB1858* NAD 83(1986)-  35 58 50.     (N)    083 51 19.     (W)     SCALED    
 FB1858* NAVD 88     -       254.42   (+/-2cm)     834.7    (feet)  VERTCON   
 FB1858  ___________________________________________________________________
 FB1858  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1858
 FB1858  VERT ORDER  -  ? (See Below)
 FB1858
 FB1858.The horizontal coordinates were scaled from a topographic map and have
 FB1858.an estimated accuracy of +/- 6 seconds.
 FB1858
 FB1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1858.The vertical order pertains to the NGVD 29 superseded value.
 FB1858
 FB1858.The geoid height was determined by GEOID03.
 FB1858
 FB1858;                    North         East    Units  Estimated Accuracy
 FB1858;SPC TN       -   184,880.      793,400.      MT  (+/- 180 meters Scaled)
 FB1858
 FB1858                          SUPERSEDED SURVEY CONTROL
 FB1858
 FB1858  NGVD 29 (??/??/92)  254.560  (m)          835.17   (f) ADJ UNCH    ?  
 FB1858
 FB1858.Superseded values are not recommended for survey control.
 FB1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1858.See file dsdata.txt to determine how the superseded data were derived.
 FB1858
 FB1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV425855(NAD 83)
 FB1858_MARKER: N = NAIL
 FB1858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1858_SP_SET: TREE
 FB1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1858
 FB1858  HISTORY     - Date     Condition        Report By
 FB1858  HISTORY     - UNK      MONUMENTED       USGS
 FB1858  HISTORY     - 1936     GOOD             USGS
 FB1858
 FB1858                          STATION DESCRIPTION
 FB1858
 FB1858'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1858'2.1 MI N FROM KNOXVILLE.
 FB1858'IN KNOX COUNTY, 2.1 MILES NORTH ALONG OLD DANDRIDGE PIKE FROM
 FB1858'THE EAST APPROACH OF THE SOUTHERN RAILWAY BRIDGE OVER HOLSTON RIVER,
 FB1858'0.3 MILE SOUTH OF THE EAST APPROACH OF BOYD BRIDGE OVER HOLSTON
 FB1858'RIVER, IN A PASTURE, 30 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FB1858'13 FEET EAST OF THE FENCE, AT A 30-INCH BEECHNUT TREE, 7 FEET
 FB1858'WEST OF THE TRUNK OF THE TREE, AND IN A ROOT.  A COPPER NAIL
 FB1858'AND WASHER, PAINTED USBM 835.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1317 ***********************************************************************
 FE1317  DESIGNATION -  84 13 14
 FE1317  PID         -  FE1317
 FE1317  STATE/COUNTY-  TN/TIPTON
 FE1317  USGS QUAD   -  DRUMMONDS (1983)
 FE1317
 FE1317                         *CURRENT SURVEY CONTROL
 FE1317  ___________________________________________________________________
 FE1317* NAD 83(1995)-  35 27 56.55195(N)    089 53 34.94489(W)     ADJUSTED  
 FE1317* NAVD 88     -       132.971  (meters)     436.26   (feet)  ADJUSTED  
 FE1317  ___________________________________________________________________
 FE1317  X           -       9,708.671 (meters)                     COMP
 FE1317  Y           -  -5,200,696.596 (meters)                     COMP
 FE1317  Z           -   3,680,131.249 (meters)                     COMP
 FE1317  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 FE1317  ELLIP HEIGHT-         105.65  (meters)          (05/31/05) GPS OBS
 FE1317  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1317  DYNAMIC HT  -         132.854 (meters)     435.87  (feet)  COMP
 FE1317  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FE1317
 FE1317  HORZ ORDER  -  FIRST
 FE1317  VERT ORDER  -  FIRST     CLASS I
 FE1317  ELLP ORDER  -  FOURTH    CLASS II
 FE1317
 FE1317.The horizontal coordinates were established by GPS observations
 FE1317.and adjusted by the National Geodetic Survey in May 2005..
 FE1317
 FE1317.The orthometric height was determined by differential leveling
 FE1317.and adjusted by the National Geodetic Survey in June 1991..
 FE1317
 FE1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1317
 FE1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1317
 FE1317.The ellipsoidal height was determined by GPS observations
 FE1317.and is referenced to NAD 83.
 FE1317
 FE1317.The geoid height was determined by GEOID03.
 FE1317
 FE1317.The dynamic height is computed by dividing the NAVD 88
 FE1317.geopotential number by the normal gravity value computed on the
 FE1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1317.degrees latitude (g = 980.6199 gals.).
 FE1317
 FE1317.The modeled gravity was interpolated from observed gravity values.
 FE1317
 FE1317;                    North         East     Units Scale Factor Converg.
 FE1317;SPC TN       -   132,663.413   246,740.928   MT  0.99996894   -2 16 44.9
 FE1317;SPC TN       -   435,246.55    809,515.86   sFT  0.99996894   -2 16 44.9
 FE1317;UTM  16      - 3,928,537.926   237,473.002   MT  1.00044942   -1 40 46.4
 FE1317
 FE1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1317!SPC TN       -   0.99998342  x   0.99996894  =   0.99995236
 FE1317!UTM  16      -   0.99998342  x   1.00044942  =   1.00043283
 FE1317
 FE1317                          SUPERSEDED SURVEY CONTROL
 FE1317
 FE1317  NAVD 88 (05/31/05)  132.97   (m)          436.3    (f) LEVELING    3  
 FE1317  NGVD 29 (??/??/??)  132.945  (m)          436.17   (f) ADJUSTED    1 1
 FE1317
 FE1317.Superseded values are not recommended for survey control.
 FE1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1317.See file dsdata.txt to determine how the superseded data were derived.
 FE1317
 FE1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3747328538(NAD 83)
 FE1317_MARKER: DD = SURVEY DISK
 FE1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1317_STAMPING: 84-13-14
 FE1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1317+STABILITY: SURFACE MOTION
 FE1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1317+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 FE1317
 FE1317  HISTORY     - Date     Condition        Report By
 FE1317  HISTORY     - UNK      MONUMENTED       TNDG
 FE1317  HISTORY     - 1974     GOOD             NGS
 FE1317  HISTORY     - 20021007 GOOD             USACE
 FE1317  HISTORY     - 20030703 GOOD             EMCINC
 FE1317
 FE1317                          STATION DESCRIPTION
 FE1317
 FE1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1317'4.2 MI S FROM RANDOLPH.
 FE1317'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE
 FE1317'RANDOLPH METHODIST CHURCH AT RANDOLPH, ALSO, 4.75 MILES WEST,
 FE1317'THENCE 0.30 MILE NORTH ALONG BLACKTOP ROAD FROM THE MUNFORD
 FE1317'PRESBYTERIAN CHURCH AT MUNFORD, THENCE 4.15 MILES SOUTH ALONG
 FE1317'AN ASPHALT ROAD, 0.35 MILE SOUTH OF THE POPLAR GROVE ASSEMBLY
 FE1317'GOD CHURCH, 0.3 MILE NORTH OF THE JUNCTION OF ATOKA-MUNFORD ROAD,
 FE1317'75 FEET SOUTHWEST OF AND ACROSS ASPHALT ROAD FROM THE SOUTHWEST
 FE1317'CORNER OF A BRICK AND FRAME HOUSE, 41 FEET WEST-NORTHWEST OF
 FE1317'AND ACROSS ROAD FROM TELEPHONE POLE A22-5, 21 FEET WEST OF THE
 FE1317'CENTER LINE OF THE ROAD, 28.5 FEET SOUTH OF THE CENTER LINE
 FE1317'OF A PRIVATE GRAVEL DRIVEWAY LEADING WEST, 1 FOOT EAST OF A
 FE1317'FENCE, 1 1/2 FEET ABOVE THE ROAD AND IN THE TOP OF A CONCRETE
 FE1317'POST PROJECTING 4-INCHES.
 FE1317
 FE1317                          STATION RECOVERY (2002)
 FE1317
 FE1317'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1317'MARK IS AT INTERSECTION OF GLENSPRING RD. AND TATE LANE.
 FE1317
 FE1317                          STATION RECOVERY (2003)
 FE1317
 FE1317'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1317'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1315 ***********************************************************************
 FE1315  DESIGNATION -  84 13 5
 FE1315  PID         -  FE1315
 FE1315  STATE/COUNTY-  TN/TIPTON
 FE1315  USGS QUAD   -  DRUMMONDS (1983)
 FE1315
 FE1315                         *CURRENT SURVEY CONTROL
 FE1315  ___________________________________________________________________
 FE1315* NAD 83(1986)-  35 29 23.     (N)    089 53 39.     (W)     SCALED    
 FE1315* NAVD 88     -       108.192  (meters)     354.96   (feet)  ADJUSTED  
 FE1315  ___________________________________________________________________
 FE1315  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1315  DYNAMIC HT  -         108.097 (meters)     354.65  (feet)  COMP
 FE1315  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 FE1315
 FE1315  VERT ORDER  -  SECOND    CLASS 0
 FE1315
 FE1315.The horizontal coordinates were scaled from a topographic map and have
 FE1315.an estimated accuracy of +/- 6 seconds.
 FE1315
 FE1315.The orthometric height was determined by differential leveling
 FE1315.and adjusted by the National Geodetic Survey in June 1991..
 FE1315
 FE1315.The geoid height was determined by GEOID03.
 FE1315
 FE1315.The dynamic height is computed by dividing the NAVD 88
 FE1315.geopotential number by the normal gravity value computed on the
 FE1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1315.degrees latitude (g = 980.6199 gals.).
 FE1315
 FE1315.The modeled gravity was interpolated from observed gravity values.
 FE1315
 FE1315;                    North         East    Units  Estimated Accuracy
 FE1315;SPC TN       -   135,330.      246,750.      MT  (+/- 180 meters Scaled)
 FE1315
 FE1315                          SUPERSEDED SURVEY CONTROL
 FE1315
 FE1315  NGVD 29 (??/??/??)  108.166  (m)          354.87   (f) ADJUSTED    2 0
 FE1315
 FE1315.Superseded values are not recommended for survey control.
 FE1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1315.See file dsdata.txt to determine how the superseded data were derived.
 FE1315
 FE1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE374312(NAD 83)
 FE1315_MARKER: DD = SURVEY DISK
 FE1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1315_STAMPING: 84-13-5
 FE1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1315+STABILITY: SURFACE MOTION
 FE1315
 FE1315  HISTORY     - Date     Condition        Report By
 FE1315  HISTORY     - UNK      MONUMENTED       TNDG
 FE1315  HISTORY     - 1957     GOOD             CGS
 FE1315  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1315
 FE1315                          STATION DESCRIPTION
 FE1315
 FE1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1315'2.3 MI S FROM RANDOLPH.
 FE1315'ABOUT 0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH
 FE1315'METHODIST CHURCH AT RANDOLPH, THENCE 2.2 MILES SOUTH ALONG A
 FE1315'GRAVEL ROAD, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, 159
 FE1315'FEET NORTH OF THE NORTHEAST CORNER OF AN OLD ABANDONED HOUSE, 132
 FE1315'FEET NORTH OF A TELEPHONE POLE, 75 FEET NORTH OF THE CENTER OF A
 FE1315'FARM GATE AND AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 FE1315'25 FEET SOUTHWEST OF THE WEST END OF A 24-INCH TILE CULVERT
 FE1315'UNDER THE GRAVEL ROAD, 2 FEET WEST OF A WIRE FENCE, 1 1/2 FEET
 FE1315'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1315'PROJECTING 7 INCHES.
 FE1315
 FE1315                          STATION RECOVERY (1974)
 FE1315
 FE1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1323 ***********************************************************************
 FE1323  DESIGNATION -  84 16 6
 FE1323  PID         -  FE1323
 FE1323  STATE/COUNTY-  TN/TIPTON
 FE1323  USGS QUAD   -  MUNFORD (1983)
 FE1323
 FE1323                         *CURRENT SURVEY CONTROL
 FE1323  ___________________________________________________________________
 FE1323* NAD 83(1995)-  35 26 56.98979(N)    089 49 16.27039(W)     ADJUSTED  
 FE1323* NAVD 88     -       131.483  (meters)     431.37   (feet)  ADJUSTED  
 FE1323  ___________________________________________________________________
 FE1323  X           -      16,234.120 (meters)                     COMP
 FE1323  Y           -  -5,201,744.047 (meters)                     COMP
 FE1323  Z           -   3,678,635.173 (meters)                     COMP
 FE1323  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FE1323  ELLIP HEIGHT-         104.23  (meters)          (05/31/05) GPS OBS
 FE1323  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1323  DYNAMIC HT  -         131.368 (meters)     431.00  (feet)  COMP
 FE1323  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 FE1323
 FE1323  HORZ ORDER  -  FIRST
 FE1323  VERT ORDER  -  FIRST     CLASS I
 FE1323  ELLP ORDER  -  FOURTH    CLASS II
 FE1323
 FE1323.The horizontal coordinates were established by GPS observations
 FE1323.and adjusted by the National Geodetic Survey in May 2005..
 FE1323
 FE1323.The orthometric height was determined by differential leveling
 FE1323.and adjusted by the National Geodetic Survey in June 1991..
 FE1323
 FE1323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1323
 FE1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1323
 FE1323.The ellipsoidal height was determined by GPS observations
 FE1323.and is referenced to NAD 83.
 FE1323
 FE1323.The geoid height was determined by GEOID03.
 FE1323
 FE1323.The dynamic height is computed by dividing the NAVD 88
 FE1323.geopotential number by the normal gravity value computed on the
 FE1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1323.degrees latitude (g = 980.6199 gals.).
 FE1323
 FE1323.The modeled gravity was interpolated from observed gravity values.
 FE1323
 FE1323;                    North         East     Units Scale Factor Converg.
 FE1323;SPC TN       -   130,572.243   253,186.051   MT  0.99997083   -2 14 13.5
 FE1323;SPC TN       -   428,385.77    830,661.24   sFT  0.99997083   -2 14 13.5
 FE1323;UTM  16      - 3,926,513.409   243,942.629   MT  1.00040806   -1 38 13.6
 FE1323
 FE1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1323!SPC TN       -   0.99998364  x   0.99997083  =   0.99995447
 FE1323!UTM  16      -   0.99998364  x   1.00040806  =   1.00039169
 FE1323
 FE1323                          SUPERSEDED SURVEY CONTROL
 FE1323
 FE1323  NAVD 88 (05/31/05)  131.48   (m)          431.4    (f) LEVELING    3  
 FE1323  NGVD 29 (??/??/??)  131.457  (m)          431.29   (f) ADJUSTED    1 1
 FE1323
 FE1323.Superseded values are not recommended for survey control.
 FE1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1323.See file dsdata.txt to determine how the superseded data were derived.
 FE1323
 FE1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4394326513(NAD 83)
 FE1323_MARKER: DD = SURVEY DISK
 FE1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1323_STAMPING: 84-16-6
 FE1323_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1323+STABILITY: SURFACE MOTION
 FE1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1323+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 FE1323
 FE1323  HISTORY     - Date     Condition        Report By
 FE1323  HISTORY     - UNK      MONUMENTED       TNDG
 FE1323  HISTORY     - 1974     GOOD             NGS
 FE1323  HISTORY     - 20021003 GOOD             USACE
 FE1323  HISTORY     - 20030707 GOOD             EMCINC
 FE1323
 FE1323                          STATION DESCRIPTION
 FE1323
 FE1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1323'0.4 MI W FROM MUNFORD.
 FE1323'ABOUT 0.35 MILE WEST ALONG AN ASPHALT ROAD FROM THE MUNFORD
 FE1323'PRESBYTERIAN CHURCH AT MUNFORD, 46 FEET WEST-SOUTHWEST OF THE
 FE1323'CENTER LINE OF A CURVE IN ROAD, WITH A PRIVATE PAVED ROAD LEADING
 FE1323'WEST FROM CURVE, 84 1/2 FEET WEST-NORTHWEST OF AND ACROSS ROAD
 FE1323'FROM A FIRE HYDRANT, 25.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FE1323'OF WHITE FRAME HOUSE 351, 3 FEET ABOVE ROAD AND IN THE TOP OF A
 FE1323'CONCRETE POST FLUSH WITH THE GROUND.
 FE1323
 FE1323                          STATION RECOVERY (2002)
 FE1323
 FE1323'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1323'CHANGE TO DESCRIPTION.
 FE1323'HOUSE ADDRESS AT MARK IS 225 W. MAIN ST.
 FE1323
 FE1323                          STATION RECOVERY (2003)
 FE1323
 FE1323'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1323'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0491 ***********************************************************************
 FC0491  DESIGNATION -  840.00
 FC0491  PID         -  FC0491
 FC0491  STATE/COUNTY-  TN/MCMINN
 FC0491  USGS QUAD   -  ETOWAH (1975)
 FC0491
 FC0491                         *CURRENT SURVEY CONTROL
 FC0491  ___________________________________________________________________
 FC0491* NAD 83(1986)-  35 20 49.     (N)    084 31 09.     (W)     SCALED    
 FC0491* NAVD 88     -       255.58   (+/-2cm)     838.5    (feet)  VERTCON   
 FC0491  ___________________________________________________________________
 FC0491  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC0491
 FC0491  VERT ORDER  -  ? (See Below)
 FC0491
 FC0491.The horizontal coordinates were scaled from a topographic map and have
 FC0491.an estimated accuracy of +/- 6 seconds.
 FC0491
 FC0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0491.The vertical order pertains to the NGVD 29 superseded value.
 FC0491
 FC0491.The geoid height was determined by GEOID03.
 FC0491
 FC0491;                    North         East    Units  Estimated Accuracy
 FC0491;SPC TN       -   113,480.      734,600.      MT  (+/- 180 meters Scaled)
 FC0491
 FC0491                          SUPERSEDED SURVEY CONTROL
 FC0491
 FC0491  NGVD 29 (??/??/92)  255.655  (m)          838.76   (f) ADJ UNCH    ?  
 FC0491
 FC0491.Superseded values are not recommended for survey control.
 FC0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0491.See file dsdata.txt to determine how the superseded data were derived.
 FC0491
 FC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE254143(NAD 83)
 FC0491_MARKER: Q = CHISELED SQUARE
 FC0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0491_SP_SET: BRIDGE
 FC0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0491
 FC0491  HISTORY     - Date     Condition        Report By
 FC0491  HISTORY     - UNK      MONUMENTED       USGS
 FC0491  HISTORY     - 1949     GOOD             NGS
 FC0491
 FC0491                          STATION DESCRIPTION
 FC0491
 FC0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0491'1.8 MI N FROM ETOWAH.
 FC0491'1.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0491'ETOWAH, MC MINN COUNTY, 0.3 MILE NORTH OF MILEPOST L 333, 6
 FC0491'FEET EAST OF THE EAST RAIL, AND ON THE TOP OF THE EAST CONCRETE
 FC0491'WINGWALL OF THE TOP BRIDGE SEAT OF BRIDGE 116.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1848 ***********************************************************************
 FB1848  DESIGNATION -  841.3
 FB1848  PID         -  FB1848
 FB1848  STATE/COUNTY-  TN/KNOX
 FB1848  USGS QUAD   -  SHOOKS GAP (1987)
 FB1848
 FB1848                         *CURRENT SURVEY CONTROL
 FB1848  ___________________________________________________________________
 FB1848* NAD 83(1986)-  35 56 26.     (N)    083 50 13.     (W)     SCALED    
 FB1848* NAVD 88     -       256.18   (+/-2cm)     840.5    (feet)  VERTCON   
 FB1848  ___________________________________________________________________
 FB1848  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1848
 FB1848  VERT ORDER  -  ? (See Below)
 FB1848
 FB1848.The horizontal coordinates were scaled from a topographic map and have
 FB1848.an estimated accuracy of +/- 6 seconds.
 FB1848
 FB1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1848.The vertical order pertains to the NGVD 29 superseded value.
 FB1848
 FB1848.The geoid height was determined by GEOID03.
 FB1848
 FB1848;                    North         East    Units  Estimated Accuracy
 FB1848;SPC TN       -   180,480.      795,150.      MT  (+/- 180 meters Scaled)
 FB1848
 FB1848                          SUPERSEDED SURVEY CONTROL
 FB1848
 FB1848  NGVD 29 (??/??/92)  256.318  (m)          840.94   (f) ADJ UNCH    ?  
 FB1848
 FB1848.Superseded values are not recommended for survey control.
 FB1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1848.See file dsdata.txt to determine how the superseded data were derived.
 FB1848
 FB1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV440810(NAD 83)
 FB1848_MARKER: N = NAIL
 FB1848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1848_SP_SET: TREE
 FB1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1848
 FB1848  HISTORY     - Date     Condition        Report By
 FB1848  HISTORY     - UNK      MONUMENTED       USGS
 FB1848  HISTORY     - 1936     GOOD             USGS
 FB1848
 FB1848                          STATION DESCRIPTION
 FB1848
 FB1848'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1848'1.6 MI SW FROM MARBLEDALE.
 FB1848'1.6 MILES (AIRLINE) SOUTHWEST OF MARBLEDALE, 0.4 MILE SOUTH OF THE
 FB1848'MAIN ENTRANCE TO ASBURY CEMETERY, 0.2 MILE NORTH OF FRENCH BROAD
 FB1848'RIVER, 180 FEET NORTH AND 14 FEET EAST OF A FENCE CORNER, 20
 FB1848'FEET EAST OF A LANE, AT A WILD CHERRY TREE, AND IN A ROOT ON THE
 FB1848'NORTH SIDE OF THE TREE.  A COPPER NAIL AND WASHER, PAINTED USBM
 FB1848'841.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1861 ***********************************************************************
 FB1861  DESIGNATION -  844.4
 FB1861  PID         -  FB1861
 FB1861  STATE/COUNTY-  TN/KNOX
 FB1861  USGS QUAD   -  SHOOKS GAP (1987)
 FB1861
 FB1861                         *CURRENT SURVEY CONTROL
 FB1861  ___________________________________________________________________
 FB1861* NAD 83(1986)-  35 59 07.     (N)    083 51 42.     (W)     SCALED    
 FB1861* NAVD 88     -       257.12   (+/-2cm)     843.6    (feet)  VERTCON   
 FB1861  ___________________________________________________________________
 FB1861  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1861
 FB1861  VERT ORDER  -  ? (See Below)
 FB1861
 FB1861.The horizontal coordinates were scaled from a topographic map and have
 FB1861.an estimated accuracy of +/- 6 seconds.
 FB1861
 FB1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1861.The vertical order pertains to the NGVD 29 superseded value.
 FB1861
 FB1861.The geoid height was determined by GEOID03.
 FB1861
 FB1861;                    North         East    Units  Estimated Accuracy
 FB1861;SPC TN       -   185,390.      792,810.      MT  (+/- 180 meters Scaled)
 FB1861
 FB1861                          SUPERSEDED SURVEY CONTROL
 FB1861
 FB1861  NGVD 29 (??/??/92)  257.258  (m)          844.02   (f) ADJ UNCH    ?  
 FB1861
 FB1861.Superseded values are not recommended for survey control.
 FB1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1861.See file dsdata.txt to determine how the superseded data were derived.
 FB1861
 FB1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV420861(NAD 83)
 FB1861_MARKER: Q = CHISELED SQUARE
 FB1861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1861_SP_SET: BRIDGE
 FB1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1861
 FB1861  HISTORY     - Date     Condition        Report By
 FB1861  HISTORY     - UNK      MONUMENTED       USGS
 FB1861  HISTORY     - 1936     GOOD             USGS
 FB1861
 FB1861                          STATION DESCRIPTION
 FB1861
 FB1861'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1861'1.6 MI S FROM KNOXVILLE.
 FB1861'1.6 MILES SOUTH ALONG HOLSTON HEIGHTS DRIVE FROM CHILHOWEE SCHOOL,
 FB1861'NEAR THE EAST EDGE OF KNOXVILLE, 70 FEET SOUTHWEST OF HOLSTON HILLS
 FB1861'GATEWAY, AT A CONCRETE HIGHWAY BRIDGE, AND ON THE NORTH END
 FB1861'OF THE EAST GUARDRAIL.  A CHISELED SQUARE, PAINTED USBM 844.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1847 ***********************************************************************
 FB1847  DESIGNATION -  845.5
 FB1847  PID         -  FB1847
 FB1847  STATE/COUNTY-  TN/KNOX
 FB1847  USGS QUAD   -  SHOOKS GAP (1987)
 FB1847
 FB1847                         *CURRENT SURVEY CONTROL
 FB1847  ___________________________________________________________________
 FB1847* NAD 83(1986)-  35 55 37.     (N)    083 49 40.     (W)     SCALED    
 FB1847* NAVD 88     -       257.46   (+/-2cm)     844.7    (feet)  VERTCON   
 FB1847  ___________________________________________________________________
 FB1847  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1847
 FB1847  VERT ORDER  -  ? (See Below)
 FB1847
 FB1847.The horizontal coordinates were scaled from a topographic map and have
 FB1847.an estimated accuracy of +/- 6 seconds.
 FB1847
 FB1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1847.The vertical order pertains to the NGVD 29 superseded value.
 FB1847
 FB1847.The geoid height was determined by GEOID03.
 FB1847
 FB1847;                    North         East    Units  Estimated Accuracy
 FB1847;SPC TN       -   178,990.      796,010.      MT  (+/- 180 meters Scaled)
 FB1847
 FB1847                          SUPERSEDED SURVEY CONTROL
 FB1847
 FB1847  NGVD 29 (??/??/92)  257.599  (m)          845.14   (f) ADJ UNCH    ?  
 FB1847
 FB1847.Superseded values are not recommended for survey control.
 FB1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1847.See file dsdata.txt to determine how the superseded data were derived.
 FB1847
 FB1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV448795(NAD 83)
 FB1847_MARKER: N = NAIL
 FB1847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1847_SP_SET: TREE
 FB1847_STAMPING: USBM 845.5
 FB1847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1847
 FB1847  HISTORY     - Date     Condition        Report By
 FB1847  HISTORY     - UNK      MONUMENTED       USGS
 FB1847  HISTORY     - 1936     GOOD             USGS
 FB1847
 FB1847                          STATION DESCRIPTION
 FB1847
 FB1847'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1847'6.8 MI SE FROM KNOXVILLE.
 FB1847'6.8 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY
 FB1847'STREET BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, THENCE 0.3 MILE
 FB1847'NORTHEAST ALONG THE KIMBERLIN HEIGHTS ROAD, AND THENCE 0.7 MILE
 FB1847'NORTHEAST ALONG THE BURNETT CREEK PIKE, AT THE JUNCTION OF A ROAD
 FB1847'LEADING WEST, 20 FEET SOUTHWEST OF THE SIDE ROAD, AT AN 18-INCH
 FB1847'SILVER POPLAR TREE, AND IN A ROOT ON THE NORTH SIDE OF THE TREE.
 FB1847'A COPPER NAIL AND WASHER, PAINTED USBM 845.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1854 ***********************************************************************
 FB1854  DESIGNATION -  845.7
 FB1854  PID         -  FB1854
 FB1854  STATE/COUNTY-  TN/KNOX
 FB1854  USGS QUAD   -  SHOOKS GAP (1987)
 FB1854
 FB1854                         *CURRENT SURVEY CONTROL
 FB1854  ___________________________________________________________________
 FB1854* NAD 83(1986)-  35 58 04.     (N)    083 50 42.     (W)     SCALED    
 FB1854* NAVD 88     -       257.50   (+/-2cm)     844.8    (feet)  VERTCON   
 FB1854  ___________________________________________________________________
 FB1854  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1854
 FB1854  VERT ORDER  -  ? (See Below)
 FB1854
 FB1854.The horizontal coordinates were scaled from a topographic map and have
 FB1854.an estimated accuracy of +/- 6 seconds.
 FB1854
 FB1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1854.The vertical order pertains to the NGVD 29 superseded value.
 FB1854
 FB1854.The geoid height was determined by GEOID03.
 FB1854
 FB1854;                    North         East    Units  Estimated Accuracy
 FB1854;SPC TN       -   183,480.      794,360.      MT  (+/- 180 meters Scaled)
 FB1854
 FB1854                          SUPERSEDED SURVEY CONTROL
 FB1854
 FB1854  NGVD 29 (??/??/92)  257.638  (m)          845.27   (f) ADJ UNCH    ?  
 FB1854
 FB1854.Superseded values are not recommended for survey control.
 FB1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1854.See file dsdata.txt to determine how the superseded data were derived.
 FB1854
 FB1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV434841(NAD 83)
 FB1854_MARKER: Q = CHISELED SQUARE
 FB1854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1854_SP_SET: CULVERT
 FB1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1854
 FB1854  HISTORY     - Date     Condition        Report By
 FB1854  HISTORY     - UNK      MONUMENTED       USGS
 FB1854  HISTORY     - 1936     GOOD             USGS
 FB1854
 FB1854                          STATION DESCRIPTION
 FB1854
 FB1854'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1854'1.5 MI NW FROM MARBLEDALE.
 FB1854'1.5 MILES (AIRLINE) NORTHWEST OF MARBLEDALE, 0.7 MILE NORTH ALONG
 FB1854'OLD DANDRIDGE PIKE FROM THE EAST APPROACH OF THE SOUTHERN RAILWAY
 FB1854'BRIDGE OVER HOLSTON RIVER, AT A CONCRETE CULVERT UNDER THE PIKE,
 FB1854'AND ON THE EAST HEADWALL.  A CHISELED SQUARE, PAINTED USBM 845.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0582 ***********************************************************************
 GB0582  DESIGNATION -  848.3
 GB0582  PID         -  GB0582
 GB0582  STATE/COUNTY-  TN/ANDERSON
 GB0582  USGS QUAD   -  LAKE CITY (1973)
 GB0582
 GB0582                         *CURRENT SURVEY CONTROL
 GB0582  ___________________________________________________________________
 GB0582* NAD 83(1986)-  36 09 50.     (N)    084 07 47.     (W)     SCALED    
 GB0582* NAVD 88     -       258.332  (meters)     847.54   (feet)  ADJUSTED  
 GB0582  ___________________________________________________________________
 GB0582  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0582  DYNAMIC HT  -         258.099 (meters)     846.78  (feet)  COMP
 GB0582  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 GB0582
 GB0582  VERT ORDER  -  SECOND    CLASS 0
 GB0582
 GB0582.The horizontal coordinates were scaled from a topographic map and have
 GB0582.an estimated accuracy of +/- 6 seconds.
 GB0582
 GB0582.The orthometric height was determined by differential leveling
 GB0582.and adjusted by the National Geodetic Survey in June 1991..
 GB0582
 GB0582.The geoid height was determined by GEOID03.
 GB0582
 GB0582.The dynamic height is computed by dividing the NAVD 88
 GB0582.geopotential number by the normal gravity value computed on the
 GB0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0582.degrees latitude (g = 980.6199 gals.).
 GB0582
 GB0582.The modeled gravity was interpolated from observed gravity values.
 GB0582
 GB0582;                    North         East    Units  Estimated Accuracy
 GB0582;SPC TN       -   204,710.      768,270.      MT  (+/- 180 meters Scaled)
 GB0582
 GB0582                          SUPERSEDED SURVEY CONTROL
 GB0582
 GB0582  NGVD 29 (??/??/92)  258.468  (m)          847.99   (f) ADJ UNCH    2 0
 GB0582
 GB0582.Superseded values are not recommended for survey control.
 GB0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0582.See file dsdata.txt to determine how the superseded data were derived.
 GB0582
 GB0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF581059(NAD 83)
 GB0582_MARKER: DD = SURVEY DISK
 GB0582_SETTING: 66 = SET IN ROCK OUTCROP
 GB0582_SP_SET: ROCK CUT
 GB0582_STAMPING: TENN
 GB0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0582+STABILITY: POSITION/ELEVATION WELL
 GB0582
 GB0582  HISTORY     - Date     Condition        Report By
 GB0582  HISTORY     - UNK      MONUMENTED       USGS
 GB0582  HISTORY     - 1934     GOOD             NGS
 GB0582
 GB0582                          STATION DESCRIPTION
 GB0582
 GB0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GB0582'4.3 MI S FROM COAL CREEK.
 GB0582'4.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0582'ANDERSON COUNTY, 0.3 MILE SOUTH OF OFFUTT, ON THE BANK OF
 GB0582'CLINCH RIVER, 50 FEET SOUTH OF A SWITCH STAND, 12 FEET EAST OF
 GB0582'THE TRACK, AND IN THE EAST BANK OF A CUT.  A UNITED STATES
 GB0582'GEOLOGICAL SURVEY STANDARD DISK.  NOTE-- THE ROD WAS HELD
 GB0582'ABOUT 1/2 INCH ABOVE THE CENTER OF THE DISK IN A GROOVE IN
 GB0582'WHICH IS STAMPED TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2082 ***********************************************************************
 FB2082  DESIGNATION -  848.6
 FB2082  PID         -  FB2082
 FB2082  STATE/COUNTY-  TN/KNOX
 FB2082  USGS QUAD   -  SHOOKS GAP (1987)
 FB2082
 FB2082                         *CURRENT SURVEY CONTROL
 FB2082  ___________________________________________________________________
 FB2082* NAD 83(1986)-  35 56 40.     (N)    083 51 44.     (W)     SCALED    
 FB2082* NAVD 88     -       258.42   (+/-2cm)     847.8    (feet)  VERTCON   
 FB2082  ___________________________________________________________________
 FB2082  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB2082
 FB2082  VERT ORDER  -  ? (See Below)
 FB2082
 FB2082.The horizontal coordinates were scaled from a topographic map and have
 FB2082.an estimated accuracy of +/- 6 seconds.
 FB2082
 FB2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2082.The vertical order pertains to the NGVD 29 superseded value.
 FB2082
 FB2082.The geoid height was determined by GEOID03.
 FB2082
 FB2082;                    North         East    Units  Estimated Accuracy
 FB2082;SPC TN       -   180,860.      792,860.      MT  (+/- 180 meters Scaled)
 FB2082
 FB2082                          SUPERSEDED SURVEY CONTROL
 FB2082
 FB2082  NGVD 29 (??/??/92)  258.564  (m)          848.31   (f) ADJ UNCH    ?  
 FB2082
 FB2082.Superseded values are not recommended for survey control.
 FB2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2082.See file dsdata.txt to determine how the superseded data were derived.
 FB2082
 FB2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV418815(NAD 83)
 FB2082_MARKER: Q = CHISELED SQUARE
 FB2082_SETTING: 66 = SET IN ROCK OUTCROP
 FB2082_SP_SET: ROCK OUTCROP
 FB2082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2082+STABILITY: POSITION/ELEVATION WELL
 FB2082
 FB2082  HISTORY     - Date     Condition        Report By
 FB2082  HISTORY     - UNK      MONUMENTED       USGS
 FB2082  HISTORY     - 1936     GOOD             USGS
 FB2082
 FB2082                          STATION DESCRIPTION
 FB2082
 FB2082'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2082'4.8 MI E FROM KNOXVILLE.
 FB2082'4.8 MILES EAST OF THE UNIVERSITY OF TENNESSEE AT KNOXVILLE, 20
 FB2082'FEET EAST OF ISLAND HOME PIKE, 16 FEET NORTH AND 6 FEET EAST OF A
 FB2082'FENCE CORNER, AND ON THE TOP OF A ROCK OUTCROP.  A CHISELED
 FB2082'SQUARE, PAINTED USBM 848.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2608 ***********************************************************************
 AJ2608  DESIGNATION -  85
 AJ2608  PID         -  AJ2608
 AJ2608  STATE/COUNTY-  TN/SHELBY
 AJ2608  USGS QUAD   -  ELLENDALE (1993)
 AJ2608
 AJ2608                         *CURRENT SURVEY CONTROL
 AJ2608  ___________________________________________________________________
 AJ2608* NAD 83(1995)-  35 10 49.77038(N)    089 49 07.14390(W)     ADJUSTED  
 AJ2608* NAVD 88     -        90.94   (meters)     298.4    (feet)  LEVELING  
 AJ2608  ___________________________________________________________________
 AJ2608  X           -      16,518.713 (meters)                     COMP
 AJ2608  Y           -  -5,218,941.421 (meters)                     COMP
 AJ2608  Z           -   3,654,288.226 (meters)                     COMP
 AJ2608  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ2608  ELLIP HEIGHT-          63.53  (meters)          (04/26/01) GPS OBS
 AJ2608  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ2608
 AJ2608  HORZ ORDER  -  FIRST
 AJ2608  VERT ORDER  -  THIRD ?
 AJ2608  ELLP ORDER  -  FOURTH    CLASS I
 AJ2608
 AJ2608.The horizontal coordinates were established by GPS observations
 AJ2608.and adjusted by the National Geodetic Survey in April 2001..
 AJ2608
 AJ2608.The orthometric height was determined by differential leveling.
 AJ2608.The vertical network tie was performed by a horz. field party for horz.
 AJ2608.obs reductions. Reset procedures were used to establish the elevation.
 AJ2608
 AJ2608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2608
 AJ2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2608
 AJ2608.The ellipsoidal height was determined by GPS observations
 AJ2608.and is referenced to NAD 83.
 AJ2608
 AJ2608.The geoid height was determined by GEOID03.
 AJ2608
 AJ2608;                    North         East     Units Scale Factor Converg.
 AJ2608;SPC TN       -   100,778.061   252,253.264   MT  1.00001299   -2 14 08.1
 AJ2608;SPC TN       -   330,636.02    827,600.92   sFT  1.00001299   -2 14 08.1
 AJ2608;UTM  16      - 3,896,698.519   243,324.408   MT  1.00041202   -1 37 29.5
 AJ2608
 AJ2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2608!SPC TN       -   0.99999003  x   1.00001299  =   1.00000302
 AJ2608!UTM  16      -   0.99999003  x   1.00041202  =   1.00040204
 AJ2608
 AJ2608                          SUPERSEDED SURVEY CONTROL
 AJ2608
 AJ2608.No superseded survey control is available for this station.
 AJ2608
 AJ2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4332496699(NAD 83)
 AJ2608_MARKER: DD = SURVEY DISK
 AJ2608_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2608+WITH SETTING: INFORMATION.
 AJ2608_STAMPING: 085
 AJ2608_MARK LOGO: MLGW  
 AJ2608_PROJECTION: FLUSH
 AJ2608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2608+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2608_ROD/PIPE-DEPTH:  0.8 meters
 AJ2608
 AJ2608  HISTORY     - Date     Condition        Report By
 AJ2608  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2608
 AJ2608                          STATION DESCRIPTION
 AJ2608
 AJ2608'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2608'THE STATION IS LOCATED IN EAST SHELBY COUNTY IN THE CORDOVA COMMUNITY.
 AJ2608'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 (I-40) AND
 AJ2608'APPLING ROAD PROCEED SOUTH ON APPLING ROAD APPROXIMATELY 0.40 MILE
 AJ2608'(0.64 KM) TO GOODLETT FARMS PARKWAY.  TURN RIGHT AND GO WEST ON
 AJ2608'GOODLETT FARMS PARKWAY APPROXIMATELY 0.22 MILE (0.35 KM) TO GARRETT
 AJ2608'RIDGE ROAD.  THE STATION IS ON THE RIGHT.
 AJ2608'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2608'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2608'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 431.00 FEET (131.37 M)
 AJ2608'WEST OF THE CENTERLINE OF GARRET RIDGE ROAD, ACROSS THE STREET FROM
 AJ2608'ADDRESS 7275 GOODLETT FARMS PARKWAY, 85.80 FEET (26.15 M) NORTHEAST OF
 AJ2608'A FIRE HYDRANT, 47.50 FEET (14.48 M) NORTH OF THE CENTERLINE OF
 AJ2608'GOODLETT FARMS PARKWAY.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2608'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2399 ***********************************************************************
 GA2399  DESIGNATION -  853.9
 GA2399  PID         -  GA2399
 GA2399  STATE/COUNTY-  TN/KNOX
 GA2399  USGS QUAD   -  JOHN SEVIER (1992)
 GA2399
 GA2399                         *CURRENT SURVEY CONTROL
 GA2399  ___________________________________________________________________
 GA2399* NAD 83(1986)-  36 00 30.     (N)    083 51 06.     (W)     SCALED    
 GA2399* NAVD 88     -       259.98   (+/-2cm)     853.0    (feet)  VERTCON   
 GA2399  ___________________________________________________________________
 GA2399  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2399
 GA2399  VERT ORDER  -  ? (See Below)
 GA2399
 GA2399.The horizontal coordinates were scaled from a topographic map and have
 GA2399.an estimated accuracy of +/- 6 seconds.
 GA2399
 GA2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2399.The vertical order pertains to the NGVD 29 superseded value.
 GA2399
 GA2399.The geoid height was determined by GEOID03.
 GA2399
 GA2399;                    North         East    Units  Estimated Accuracy
 GA2399;SPC TN       -   187,970.      793,660.      MT  (+/- 180 meters Scaled)
 GA2399
 GA2399                          SUPERSEDED SURVEY CONTROL
 GA2399
 GA2399  NGVD 29 (??/??/92)  260.115  (m)          853.39   (f) ADJ UNCH    ?  
 GA2399
 GA2399.Superseded values are not recommended for survey control.
 GA2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2399.See file dsdata.txt to determine how the superseded data were derived.
 GA2399
 GA2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV429886(NAD 83)
 GA2399_MARKER: Q = CHISELED SQUARE
 GA2399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2399_SP_SET: CULVERT
 GA2399_STAMPING: USBM 853.9
 GA2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2399
 GA2399  HISTORY     - Date     Condition        Report By
 GA2399  HISTORY     - UNK      MONUMENTED       USGS
 GA2399  HISTORY     - 1936     GOOD             USGS
 GA2399
 GA2399                          STATION DESCRIPTION
 GA2399
 GA2399'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 GA2399'0.6 MI N FROM CHILHOWEE SCHOOL.
 GA2399'IN KNOX COUNTY, 0.6 MILE NORTH ALONG CHILHOWEE BOULEVARD FROM THE
 GA2399'INTERSECTION OF THE ANDREW JOHNSON HIGHWAY (U.S. HIGHWAY 70)
 GA2399'AT CHILHOWEE SCHOOL, AT A CONCRETE CULVERT, AND ON THE TOP OF
 GA2399'THE NORTH END OF THE EAST HEADWALL.  A CHISELED SQUARE, PAINTED
 GA2399'USBM 853.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1774 ***********************************************************************
 FB1774  DESIGNATION -  857.7
 FB1774  PID         -  FB1774
 FB1774  STATE/COUNTY-  TN/BLOUNT
 FB1774  USGS QUAD   -  CALDERWOOD (1964)
 FB1774
 FB1774                         *CURRENT SURVEY CONTROL
 FB1774  ___________________________________________________________________
 FB1774* NAD 83(1986)-  35 33 21.     (N)    083 59 59.     (W)     SCALED    
 FB1774* NAVD 88     -       261.39   (+/-2cm)     857.6    (feet)  VERTCON   
 FB1774  ___________________________________________________________________
 FB1774  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FB1774
 FB1774  VERT ORDER  -  ? (See Below)
 FB1774
 FB1774.The horizontal coordinates were scaled from a topographic map and have
 FB1774.an estimated accuracy of +/- 6 seconds.
 FB1774
 FB1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1774.The vertical order pertains to the NGVD 29 superseded value.
 FB1774
 FB1774.The geoid height was determined by GEOID03.
 FB1774
 FB1774;                    North         East    Units  Estimated Accuracy
 FB1774;SPC TN       -   137,490.      781,340.      MT  (+/- 180 meters Scaled)
 FB1774
 FB1774                          SUPERSEDED SURVEY CONTROL
 FB1774
 FB1774  NGVD 29 (??/??/92)  261.509  (m)          857.97   (f) ADJ UNCH    ?  
 FB1774
 FB1774.Superseded values are not recommended for survey control.
 FB1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1774.See file dsdata.txt to determine how the superseded data were derived.
 FB1774
 FB1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV280388(NAD 83)
 FB1774_MARKER: X = CHISELED CROSS
 FB1774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1774_SP_SET: BRIDGE
 FB1774_STAMPING: US IBM 857.7
 FB1774_MARK LOGO: USE   
 FB1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1774
 FB1774  HISTORY     - Date     Condition        Report By
 FB1774  HISTORY     - UNK      MONUMENTED       DOD
 FB1774  HISTORY     - 1934     GOOD             NGS
 FB1774  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1774
 FB1774                          STATION DESCRIPTION
 FB1774
 FB1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1774'0.6 MI S FROM CHILHOWEE.
 FB1774'0.6 MILE SOUTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM CHILHOWEE,
 FB1774'BLOUNT COUNTY, AT A RAILWAY BRIDGE OVER ABRAM CREEK, ON THE
 FB1774'SOUTHWEST END OF THE NORTHWEST PIER, 15 FEET NORTHEAST OF A
 FB1774'HIGHWAY BRIDGE, AND ABOUT 5 FEET LOWER THAN THE RAIL.  A CHISELED
 FB1774'CROSS, SURROUNDED BY THE PAINTED LETTERS, U.S. IBM 857.7.
 FB1774
 FB1774                          STATION RECOVERY (1983)
 FB1774
 FB1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1774'NOT RECOVERED, THE RAILROAD NO LONGER EXISTS IN THIS AREA AND PERSONS
 FB1774'CONTACTED PLACE IT IN THE CHILHOWEE LAKE, MARK SHOULD BE CONSIDERED
 FB1774'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1846 ***********************************************************************
 FB1846  DESIGNATION -  859.0
 FB1846  PID         -  FB1846
 FB1846  STATE/COUNTY-  TN/KNOX
 FB1846  USGS QUAD   -  SHOOKS GAP (1987)
 FB1846
 FB1846                         *CURRENT SURVEY CONTROL
 FB1846  ___________________________________________________________________
 FB1846* NAD 83(1986)-  35 55 16.     (N)    083 49 36.     (W)     SCALED    
 FB1846* NAVD 88     -       261.58   (+/-2cm)     858.2    (feet)  VERTCON   
 FB1846  ___________________________________________________________________
 FB1846  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB1846
 FB1846  VERT ORDER  -  ? (See Below)
 FB1846
 FB1846.The horizontal coordinates were scaled from a topographic map and have
 FB1846.an estimated accuracy of +/- 6 seconds.
 FB1846
 FB1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1846.The vertical order pertains to the NGVD 29 superseded value.
 FB1846
 FB1846.The geoid height was determined by GEOID03.
 FB1846
 FB1846;                    North         East    Units  Estimated Accuracy
 FB1846;SPC TN       -   178,340.      796,130.      MT  (+/- 180 meters Scaled)
 FB1846
 FB1846                          SUPERSEDED SURVEY CONTROL
 FB1846
 FB1846  NGVD 29 (??/??/92)  261.721  (m)          858.66   (f) ADJ UNCH    ?  
 FB1846
 FB1846.Superseded values are not recommended for survey control.
 FB1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1846.See file dsdata.txt to determine how the superseded data were derived.
 FB1846
 FB1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV449788(NAD 83)
 FB1846_MARKER: Q = CHISELED SQUARE
 FB1846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1846_SP_SET: BRIDGE
 FB1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1846
 FB1846  HISTORY     - Date     Condition        Report By
 FB1846  HISTORY     - UNK      MONUMENTED       USGS
 FB1846  HISTORY     - 1936     GOOD             USGS
 FB1846
 FB1846                          STATION DESCRIPTION
 FB1846
 FB1846'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1846'6.8 MI SE FROM KNOXVILLE.
 FB1846'6.8 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY
 FB1846'STREET BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, THENCE 0.3 MILE
 FB1846'NORTHEAST ALONG THE KIMBERLIN HEIGHTS ROAD, AND THENCE 0.3 MILE
 FB1846'NORTH ALONG THE BURNETT CREEK PIKE, AT A CONCRETE HIGHWAY BRIDGE
 FB1846'OVER BURNETT CREEK, AT THE WEST ABUTMENT, AND ON THE SOUTH PARAPET
 FB1846'WALL.  A CHISELED SQUARE, PAINTED USBM 859.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2609 ***********************************************************************
 AJ2609  DESIGNATION -  86
 AJ2609  PID         -  AJ2609
 AJ2609  STATE/COUNTY-  TN/SHELBY
 AJ2609  USGS QUAD   -  ELLENDALE (1993)
 AJ2609
 AJ2609                         *CURRENT SURVEY CONTROL
 AJ2609  ___________________________________________________________________
 AJ2609* NAD 83(1995)-  35 10 04.67276(N)    089 46 48.82035(W)     ADJUSTED  
 AJ2609* NAVD 88     -       100.20   (meters)     328.7    (feet)  LEVELING  
 AJ2609  ___________________________________________________________________
 AJ2609  X           -      20,021.691 (meters)                     COMP
 AJ2609  Y           -  -5,219,737.343 (meters)                     COMP
 AJ2609  Z           -   3,653,157.504 (meters)                     COMP
 AJ2609  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ2609  ELLIP HEIGHT-          72.77  (meters)          (04/26/01) GPS OBS
 AJ2609  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AJ2609
 AJ2609  HORZ ORDER  -  FIRST
 AJ2609  VERT ORDER  -  THIRD ?
 AJ2609  ELLP ORDER  -  FOURTH    CLASS I
 AJ2609
 AJ2609.The horizontal coordinates were established by GPS observations
 AJ2609.and adjusted by the National Geodetic Survey in April 2001..
 AJ2609
 AJ2609.The orthometric height was determined by differential leveling.
 AJ2609.The vertical network tie was performed by a horz. field party for horz.
 AJ2609.obs reductions. Reset procedures were used to establish the elevation.
 AJ2609
 AJ2609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2609
 AJ2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2609
 AJ2609.The ellipsoidal height was determined by GPS observations
 AJ2609.and is referenced to NAD 83.
 AJ2609
 AJ2609.The geoid height was determined by GEOID03.
 AJ2609
 AJ2609;                    North         East     Units Scale Factor Converg.
 AJ2609;SPC TN       -    99,253.432   255,696.868   MT  1.00001549   -2 12 47.1
 AJ2609;SPC TN       -   325,633.97    838,898.81   sFT  1.00001549   -2 12 47.1
 AJ2609;UTM  16      - 3,895,210.112   246,785.408   MT  1.00039027   -1 36 07.9
 AJ2609
 AJ2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2609!SPC TN       -   0.99998858  x   1.00001549  =   1.00000407
 AJ2609!UTM  16      -   0.99998858  x   1.00039027  =   1.00037884
 AJ2609
 AJ2609                          SUPERSEDED SURVEY CONTROL
 AJ2609
 AJ2609.No superseded survey control is available for this station.
 AJ2609
 AJ2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4678595210(NAD 83)
 AJ2609_MARKER: DD = SURVEY DISK
 AJ2609_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2609+WITH SETTING: INFORMATION.
 AJ2609_STAMPING: 086
 AJ2609_MARK LOGO: MLGW  
 AJ2609_PROJECTION: FLUSH
 AJ2609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2609+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 AJ2609_ROD/PIPE-DEPTH:  0.8 meters
 AJ2609
 AJ2609  HISTORY     - Date     Condition        Report By
 AJ2609  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2609  HISTORY     - 20030428 GOOD             TN1620
 AJ2609
 AJ2609                          STATION DESCRIPTION
 AJ2609
 AJ2609'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2609'THE STATION IS LOCATED IN EASTERN SHELBY COUNTY IN THE CORDOVA
 AJ2609'COMMUNITY.
 AJ2609'TO REACH THE STATION FROM THE INTERSECTION OF MACON ROAD AND DEXTER
 AJ2609'LANE PROCEED NORTH ON DEXTER LANE APPROXIMATELY 0.80 MILE (1.29 KM) TO
 AJ2609'RIVERWOODS FARMS PARKWAY.  THE STATION IS ON THE RIGHT.
 AJ2609'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET IN A DRILL
 AJ2609'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED ON THE
 AJ2609'NORTHEAST CORNER OF DEXTER LANE AND RIVERWOODS FARMS PARKWAY IN THE
 AJ2609'CONCRETE SIDEWALK, 51.00 FEET (15.54 M) NORTH OF THE CENTERLINE OF
 AJ2609'RIVERWOOD FARMS PARKWAY, 38.30 FEET (11.67 M) NORTHWEST OF A TRAFFIC
 AJ2609'STOP SIGN, 25.40 FEET (7.74 M) EAST OF THE CENTERLINE OF DEXTER LANE,
 AJ2609'14.00 NORTH OF A HANDICAP RAMP.  THE CAP IS SET FLUSH WITH THE
 AJ2609'SIDEWALK.
 AJ2609
 AJ2609                          STATION RECOVERY (2003)
 AJ2609
 AJ2609'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0029 ***********************************************************************
 FC0029  DESIGNATION -  860 MC
 FC0029  PID         -  FC0029
 FC0029  STATE/COUNTY-  TN/LOUDON
 FC0029  USGS QUAD   -  PHILADELPHIA (1974)
 FC0029
 FC0029                         *CURRENT SURVEY CONTROL
 FC0029  ___________________________________________________________________
 FC0029* NAD 83(1986)-  35 40 42.     (N)    084 24 17.     (W)     SCALED    
 FC0029* NAVD 88     -       261.695  (meters)     858.58   (feet)  POSTED    
 FC0029  ___________________________________________________________________
 FC0029  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0029  DYNAMIC HT  -         261.440 (meters)     857.74  (feet)  COMP
 FC0029  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 FC0029
 FC0029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0029
 FC0029.The horizontal coordinates were scaled from a topographic map and have
 FC0029.an estimated accuracy of +/- 6 seconds.
 FC0029
 FC0029.The orthometric height was determined by differential leveling
 FC0029.and adjusted by the National Geodetic Survey in 1992..
 FC0029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0029.rate of 0.0 thru 1.0 mm/km.
 FC0029
 FC0029.The geoid height was determined by GEOID03.
 FC0029
 FC0029.The dynamic height is computed by dividing the NAVD 88
 FC0029.geopotential number by the normal gravity value computed on the
 FC0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0029.degrees latitude (g = 980.6199 gals.).
 FC0029
 FC0029.The modeled gravity was interpolated from observed gravity values.
 FC0029
 FC0029;                    North         East    Units  Estimated Accuracy
 FC0029;SPC TN       -   150,400.      744,410.      MT  (+/- 180 meters Scaled)
 FC0029
 FC0029                          SUPERSEDED SURVEY CONTROL
 FC0029
 FC0029  NGVD 29 (??/??/92)  261.776  (m)          858.84   (f) ADJ UNCH    1 2
 FC0029
 FC0029.Superseded values are not recommended for survey control.
 FC0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0029.See file dsdata.txt to determine how the superseded data were derived.
 FC0029
 FC0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE348513(NAD 83)
 FC0029_MARKER: P = PIPE CAP
 FC0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FC0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FC0029_STAMPING: 858.968 MC
 FC0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0029
 FC0029  HISTORY     - Date     Condition        Report By
 FC0029  HISTORY     - UNK      MONUMENTED       USGS
 FC0029  HISTORY     - 1965     GOOD             NGS
 FC0029  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0029
 FC0029                          STATION DESCRIPTION
 FC0029
 FC0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0029'AT PHILADELPHIA.
 FC0029'NOTE-- THE STATION HAS BEEN REMOVED AND THERE IS A SMALL PARK
 FC0029'IN THE AREA DESCRIBED.  AT PHILADELPHIA, LOUDON COUNTY, 2 FEET
 FC0029'SOUTHEAST OF THE SOUTHERN RAILWAY STATION, AND 32 FEET NORTHWEST
 FC0029'OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FC0029'CAP, STAMPED 858.968 MC AND RIVETED ON THE TOP OF AN IRON PIPE
 FC0029'FLUSH WITH THE GROUND.
 FC0029
 FC0029                          STATION RECOVERY (1968)
 FC0029
 FC0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1776 ***********************************************************************
 FB1776  DESIGNATION -  860.1
 FB1776  PID         -  FB1776
 FB1776  STATE/COUNTY-  TN/BLOUNT
 FB1776  USGS QUAD   -  CALDERWOOD (1964)
 FB1776
 FB1776                         *CURRENT SURVEY CONTROL
 FB1776  ___________________________________________________________________
 FB1776* NAD 83(1986)-  35 31 57.     (N)    083 59 30.     (W)     SCALED    
 FB1776* NAVD 88     -       262.252  (meters)     860.41   (feet)  ADJUSTED  
 FB1776  ___________________________________________________________________
 FB1776  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FB1776  DYNAMIC HT  -         261.997 (meters)     859.57  (feet)  COMP
 FB1776  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 FB1776
 FB1776  VERT ORDER  -  FIRST     CLASS II
 FB1776
 FB1776.The horizontal coordinates were scaled from a topographic map and have
 FB1776.an estimated accuracy of +/- 6 seconds.
 FB1776
 FB1776.The orthometric height was determined by differential leveling
 FB1776.and adjusted by the National Geodetic Survey in June 1991..
 FB1776
 FB1776.The geoid height was determined by GEOID03.
 FB1776
 FB1776.The dynamic height is computed by dividing the NAVD 88
 FB1776.geopotential number by the normal gravity value computed on the
 FB1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1776.degrees latitude (g = 980.6199 gals.).
 FB1776
 FB1776.The modeled gravity was interpolated from observed gravity values.
 FB1776
 FB1776;                    North         East    Units  Estimated Accuracy
 FB1776;SPC TN       -   134,920.      782,120.      MT  (+/- 180 meters Scaled)
 FB1776
 FB1776                          SUPERSEDED SURVEY CONTROL
 FB1776
 FB1776  NGVD 29 (??/??/92)  262.366  (m)          860.78   (f) ADJ UNCH    1 2
 FB1776
 FB1776.Superseded values are not recommended for survey control.
 FB1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1776.See file dsdata.txt to determine how the superseded data were derived.
 FB1776
 FB1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV287362(NAD 83)
 FB1776_MARKER: Q = CHISELED SQUARE
 FB1776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1776_SP_SET: BRIDGE
 FB1776_MARK LOGO: USE   
 FB1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1776
 FB1776  HISTORY     - Date     Condition        Report By
 FB1776  HISTORY     - UNK      MONUMENTED       DOD
 FB1776  HISTORY     - 1943     GOOD             NGS
 FB1776  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1776
 FB1776                          STATION DESCRIPTION
 FB1776
 FB1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FB1776'AT WILHAM.
 FB1776'SUGGESTED NEW DESCRIPTION-- AT WILHAM, ABOUT 135 FEET EAST OF THE
 FB1776'CENTERLINE OF U.S. HIGHWAY 129 MEASURED AT RIGHT ANGLES FROM A
 FB1776'POINT IN THE SAID CENTERLINE 50 FEET NORTH OF THE NORTH END OF
 FB1776'THE CONCRETE HIGHWAY BRIDGE OVER SHOP CREEK, 52 FEET NORTH OF A
 FB1776'POINT IN THE NORTH CENTERLINE OF A WOODEN BRIDGE ON A FARM ROAD
 FB1776'LEADING FROM U.S. HIGHWAY 129 UP AND ACROSS SHOP CREEK, AND ON
 FB1776'A SANDSTONE LEDGE.
 FB1776
 FB1776                          STATION RECOVERY (1983)
 FB1776
 FB1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1776'NOT RECOVERED, DESCRIPTION INADEQUATE TO RECOVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1775 ***********************************************************************
 FB1775  DESIGNATION -  861.55
 FB1775  PID         -  FB1775
 FB1775  STATE/COUNTY-  TN/BLOUNT
 FB1775  USGS QUAD   -  CALDERWOOD (1964)
 FB1775
 FB1775                         *CURRENT SURVEY CONTROL
 FB1775  ___________________________________________________________________
 FB1775* NAD 83(1986)-  35 32 52.     (N)    083 59 30.     (W)     SCALED    
 FB1775* NAVD 88     -       262.690  (meters)     861.84   (feet)  ADJUSTED  
 FB1775  ___________________________________________________________________
 FB1775  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FB1775  DYNAMIC HT  -         262.435 (meters)     861.01  (feet)  COMP
 FB1775  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 FB1775
 FB1775  VERT ORDER  -  FIRST     CLASS II
 FB1775
 FB1775.The horizontal coordinates were scaled from a topographic map and have
 FB1775.an estimated accuracy of +/- 6 seconds.
 FB1775
 FB1775.The orthometric height was determined by differential leveling
 FB1775.and adjusted by the National Geodetic Survey in June 1991..
 FB1775
 FB1775.The geoid height was determined by GEOID03.
 FB1775
 FB1775.The dynamic height is computed by dividing the NAVD 88
 FB1775.geopotential number by the normal gravity value computed on the
 FB1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1775.degrees latitude (g = 980.6199 gals.).
 FB1775
 FB1775.The modeled gravity was interpolated from observed gravity values.
 FB1775
 FB1775;                    North         East    Units  Estimated Accuracy
 FB1775;SPC TN       -   136,610.      782,090.      MT  (+/- 180 meters Scaled)
 FB1775
 FB1775                          SUPERSEDED SURVEY CONTROL
 FB1775
 FB1775  NGVD 29 (??/??/92)  262.805  (m)          862.22   (f) ADJ UNCH    1 2
 FB1775
 FB1775.Superseded values are not recommended for survey control.
 FB1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1775.See file dsdata.txt to determine how the superseded data were derived.
 FB1775
 FB1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV287379(NAD 83)
 FB1775_MARKER: Q = CHISELED SQUARE
 FB1775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1775_SP_SET: CULVERT
 FB1775_MARK LOGO: USE   
 FB1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1775
 FB1775  HISTORY     - Date     Condition        Report By
 FB1775  HISTORY     - UNK      MONUMENTED       DOD
 FB1775  HISTORY     - 1934     GOOD             NGS
 FB1775  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1775
 FB1775                          STATION DESCRIPTION
 FB1775
 FB1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1775'1.3 MI S FROM CHILHOWEE.
 FB1775'1.3 MILES SOUTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM
 FB1775'CHILHOWEE, BLOUNT COUNTY, 70 FEET SOUTH OF AN ABANDONED DIRT-ROAD
 FB1775'CROSSING, ON TOP OF THE BELL END OF THE NORTH ONE OF TWO 24-INCH
 FB1775'CONCRETE-PIPE CULVERTS UNDER THE MAIN TRACK, AND 5.5 FEET EAST
 FB1775'OF THE MAIN TRACK.  A CHISELED SQUARE.
 FB1775
 FB1775                          STATION RECOVERY (1983)
 FB1775
 FB1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1775'NOT RECOVERED, THE RAILROAD NO LONGER EXISTS IN THIS AREA AND PERSONS
 FB1775'CONTACTED PLACE THE MARK IN THE CHILHOWEE LAKE.  MARK SHOULD BE
 FB1775'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1849 ***********************************************************************
 FB1849  DESIGNATION -  863.1
 FB1849  PID         -  FB1849
 FB1849  STATE/COUNTY-  TN/KNOX
 FB1849  USGS QUAD   -  SHOOKS GAP (1987)
 FB1849
 FB1849                         *CURRENT SURVEY CONTROL
 FB1849  ___________________________________________________________________
 FB1849* NAD 83(1986)-  35 56 51.     (N)    083 50 19.     (W)     SCALED    
 FB1849* NAVD 88     -       262.81   (+/-2cm)     862.2    (feet)  VERTCON   
 FB1849  ___________________________________________________________________
 FB1849  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1849
 FB1849  VERT ORDER  -  ? (See Below)
 FB1849
 FB1849.The horizontal coordinates were scaled from a topographic map and have
 FB1849.an estimated accuracy of +/- 6 seconds.
 FB1849
 FB1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1849.The vertical order pertains to the NGVD 29 superseded value.
 FB1849
 FB1849.The geoid height was determined by GEOID03.
 FB1849
 FB1849;                    North         East    Units  Estimated Accuracy
 FB1849;SPC TN       -   181,240.      794,980.      MT  (+/- 180 meters Scaled)
 FB1849
 FB1849                          SUPERSEDED SURVEY CONTROL
 FB1849
 FB1849  NGVD 29 (??/??/92)  262.952  (m)          862.70   (f) ADJ UNCH    ?  
 FB1849
 FB1849.Superseded values are not recommended for survey control.
 FB1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1849.See file dsdata.txt to determine how the superseded data were derived.
 FB1849
 FB1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV439818(NAD 83)
 FB1849_MARKER: N = NAIL
 FB1849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1849_SP_SET: TREE
 FB1849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1849
 FB1849  HISTORY     - Date     Condition        Report By
 FB1849  HISTORY     - UNK      MONUMENTED       USGS
 FB1849  HISTORY     - 1936     GOOD             USGS
 FB1849
 FB1849                          STATION DESCRIPTION
 FB1849
 FB1849'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1849'1.3 MI SW FROM MARBLEDALE.
 FB1849'1.3 MILES (AIRLINE) SOUTHWEST OF MARBLEDALE, KNOX COUNTY, 0.15
 FB1849'MILE NORTH OF THE MAIN ENTRANCE TO ASBURY CEMETERY, 210 FEET
 FB1849'NORTHEAST OF THE JUNCTION OF A ROAD LEADING NORTHWEST TO FRENCH
 FB1849'BROAD DAIRY, 15 FEET NORTHWEST OF A HOUSE, AT A 40-INCH OAK TREE,
 FB1849'AND IN A ROOT ON THE WEST SIDE OF THE TREE.  A COPPER NAIL AND WASHER,
 FB1849'PAINTED USBM 863.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1039 ***********************************************************************
 FC1039  DESIGNATION -  864
 FC1039  PID         -  FC1039
 FC1039  STATE/COUNTY-  TN/BLEDSOE
 FC1039  USGS QUAD   -  PIKEVILLE (1977)
 FC1039
 FC1039                         *CURRENT SURVEY CONTROL
 FC1039  ___________________________________________________________________
 FC1039* NAD 83(1986)-  35 36 21.     (N)    085 11 21.     (W)     SCALED    
 FC1039* NAVD 88     -       263.638  (meters)     864.95   (feet)  ADJUSTED  
 FC1039  ___________________________________________________________________
 FC1039  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FC1039  DYNAMIC HT  -         263.391 (meters)     864.14  (feet)  COMP
 FC1039  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 FC1039
 FC1039  VERT ORDER  -  SECOND    CLASS 0
 FC1039
 FC1039.The horizontal coordinates were scaled from a topographic map and have
 FC1039.an estimated accuracy of +/- 6 seconds.
 FC1039
 FC1039.The orthometric height was determined by differential leveling
 FC1039.and adjusted by the National Geodetic Survey in June 1991..
 FC1039.WARNING-Repeat measurements at this control monument indicate possible
 FC1039.vertical movement.
 FC1039
 FC1039.The geoid height was determined by GEOID03.
 FC1039
 FC1039.The dynamic height is computed by dividing the NAVD 88
 FC1039.geopotential number by the normal gravity value computed on the
 FC1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1039.degrees latitude (g = 980.6199 gals.).
 FC1039
 FC1039.The modeled gravity was interpolated from observed gravity values.
 FC1039
 FC1039;                    North         East    Units  Estimated Accuracy
 FC1039;SPC TN       -   141,490.      673,470.      MT  (+/- 180 meters Scaled)
 FC1039
 FC1039                          SUPERSEDED SURVEY CONTROL
 FC1039
 FC1039  NGVD 29 (??/??/92)  263.697  (m)          865.15   (f) ADJ UNCH    2 0
 FC1039
 FC1039.Superseded values are not recommended for survey control.
 FC1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1039.See file dsdata.txt to determine how the superseded data were derived.
 FC1039
 FC1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE640417(NAD 83)
 FC1039_MARKER: DD = SURVEY DISK
 FC1039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1039_SP_SET: STEPS
 FC1039_STAMPING: 864 1908
 FC1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1039
 FC1039  HISTORY     - Date     Condition        Report By
 FC1039  HISTORY     - 1908     MONUMENTED       USGS
 FC1039  HISTORY     - 1934     GOOD             NGS
 FC1039
 FC1039                          STATION DESCRIPTION
 FC1039
 FC1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1039'AT PIKEVILLE.
 FC1039'AT PIKEVILLE, BLEDSOE COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 FC1039'WEST ENTRANCE, 6 INCHES FROM THE PILLAR FOUNDATION, IN THE TOP
 FC1039'OF THE SOUTH END OF THE SECOND STEP, AND 3 INCHES NORTH OF THE
 FC1039'SOUTH EDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FC1039'STAMPED 864 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1748 ***********************************************************************
 FB1748  DESIGNATION -  866.3
 FB1748  PID         -  FB1748
 FB1748  STATE/COUNTY-  TN/KNOX
 FB1748  USGS QUAD   -  KNOXVILLE (1978)
 FB1748
 FB1748                         *CURRENT SURVEY CONTROL
 FB1748  ___________________________________________________________________
 FB1748* NAD 83(1986)-  35 57 16.     (N)    083 55 08.     (W)     SCALED    
 FB1748* NAVD 88     -       264.136  (meters)     866.59   (feet)  ADJUSTED  
 FB1748  ___________________________________________________________________
 FB1748  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1748  DYNAMIC HT  -         263.893 (meters)     865.79  (feet)  COMP
 FB1748  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FB1748
 FB1748  VERT ORDER  -  FIRST     CLASS II
 FB1748
 FB1748.The horizontal coordinates were scaled from a topographic map and have
 FB1748.an estimated accuracy of +/- 6 seconds.
 FB1748
 FB1748.The orthometric height was determined by differential leveling
 FB1748.and adjusted by the National Geodetic Survey in June 1991..
 FB1748
 FB1748.The geoid height was determined by GEOID03.
 FB1748
 FB1748.The dynamic height is computed by dividing the NAVD 88
 FB1748.geopotential number by the normal gravity value computed on the
 FB1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1748.degrees latitude (g = 980.6199 gals.).
 FB1748
 FB1748.The modeled gravity was interpolated from observed gravity values.
 FB1748
 FB1748;                    North         East    Units  Estimated Accuracy
 FB1748;SPC TN       -   181,860.      787,730.      MT  (+/- 180 meters Scaled)
 FB1748
 FB1748                          SUPERSEDED SURVEY CONTROL
 FB1748
 FB1748  NGVD 29 (??/??/92)  264.270  (m)          867.03   (f) ADJ UNCH    1 2
 FB1748
 FB1748.Superseded values are not recommended for survey control.
 FB1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1748.See file dsdata.txt to determine how the superseded data were derived.
 FB1748
 FB1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV367828(NAD 83)
 FB1748_MARKER: Q = CHISELED SQUARE
 FB1748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1748_SP_SET: BRIDGE
 FB1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1748
 FB1748  HISTORY     - Date     Condition        Report By
 FB1748  HISTORY     - UNK      MONUMENTED       USGS
 FB1748  HISTORY     - 1950     GOOD             NGS
 FB1748
 FB1748                          STATION DESCRIPTION
 FB1748
 FB1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1748'AT KNOXVILLE.
 FB1748'AT KNOXVILLE, KNOX COUNTY, ON THE KNOXVILLE-MARYVILLE BRANCH
 FB1748'OF THE SOUTHERN RAILWAY, AT THE SOUTHEAST END OF THE BRIDGE
 FB1748'OVER TENNESSEE RIVER, NORTHEAST OF THE TRACK, AND ON THE TOP OF
 FB1748'THE NORTHWEST END OF THE RETAINING WALL.  A CHISELED SQUARE AND
 FB1748'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2075 ***********************************************************************
 FB2075  DESIGNATION -  867.6
 FB2075  PID         -  FB2075
 FB2075  STATE/COUNTY-  TN/KNOX
 FB2075  USGS QUAD   -  KNOXVILLE (1978)
 FB2075
 FB2075                         *CURRENT SURVEY CONTROL
 FB2075  ___________________________________________________________________
 FB2075* NAD 83(1986)-  35 56 58.     (N)    083 53 48.     (W)     SCALED    
 FB2075* NAVD 88     -       264.24   (+/-2cm)     866.9    (feet)  VERTCON   
 FB2075  ___________________________________________________________________
 FB2075  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2075
 FB2075  VERT ORDER  -  ? (See Below)
 FB2075
 FB2075.The horizontal coordinates were scaled from a topographic map and have
 FB2075.an estimated accuracy of +/- 6 seconds.
 FB2075
 FB2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2075.The vertical order pertains to the NGVD 29 superseded value.
 FB2075
 FB2075.The geoid height was determined by GEOID03.
 FB2075
 FB2075;                    North         East    Units  Estimated Accuracy
 FB2075;SPC TN       -   181,350.      789,740.      MT  (+/- 180 meters Scaled)
 FB2075
 FB2075                          SUPERSEDED SURVEY CONTROL
 FB2075
 FB2075  NGVD 29 (??/??/92)  264.375  (m)          867.37   (f) ADJ UNCH    ?  
 FB2075
 FB2075.Superseded values are not recommended for survey control.
 FB2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2075.See file dsdata.txt to determine how the superseded data were derived.
 FB2075
 FB2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV387822(NAD 83)
 FB2075_MARKER: N = NAIL
 FB2075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2075_SP_SET: TREE
 FB2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2075
 FB2075  HISTORY     - Date     Condition        Report By
 FB2075  HISTORY     - UNK      MONUMENTED       USGS
 FB2075  HISTORY     - 1936     GOOD             USGS
 FB2075  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB2075
 FB2075                          STATION DESCRIPTION
 FB2075
 FB2075'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2075'1.6 MI NE FROM VESTAL.
 FB2075'1.6 MILES NORTHEAST OF VESTAL, 200 FEET NORTHWEST OF THE JUNCTION
 FB2075'OF A T-ROAD LEADING SOUTH, 165 FEET SOUTHEAST OF THE JUNCTION OF
 FB2075'A T-ROAD LEADING NORTH, 30 FEET NORTHEAST OF THE ROAD, AT A
 FB2075'40-INCH OAK TREE, AND IN THE ROOT ON THE NORTH SIDE OF THE TREE.
 FB2075'A COPPER NAIL AND WASHER, PAINTED USBM 867.6
 FB2075
 FB2075                          STATION RECOVERY (2001)
 FB2075
 FB2075'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1862 ***********************************************************************
 FB1862  DESIGNATION -  867.9
 FB1862  PID         -  FB1862
 FB1862  STATE/COUNTY-  TN/KNOX
 FB1862  USGS QUAD   -  SHOOKS GAP (1987)
 FB1862
 FB1862                         *CURRENT SURVEY CONTROL
 FB1862  ___________________________________________________________________
 FB1862* NAD 83(1986)-  35 59 15.     (N)    083 51 33.     (W)     SCALED    
 FB1862* NAVD 88     -       264.25   (+/-2cm)     867.0    (feet)  VERTCON   
 FB1862  ___________________________________________________________________
 FB1862  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1862
 FB1862  VERT ORDER  -  ? (See Below)
 FB1862
 FB1862.The horizontal coordinates were scaled from a topographic map and have
 FB1862.an estimated accuracy of +/- 6 seconds.
 FB1862
 FB1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1862.The vertical order pertains to the NGVD 29 superseded value.
 FB1862
 FB1862.The geoid height was determined by GEOID03.
 FB1862
 FB1862;                    North         East    Units  Estimated Accuracy
 FB1862;SPC TN       -   185,640.      793,030.      MT  (+/- 180 meters Scaled)
 FB1862
 FB1862                          SUPERSEDED SURVEY CONTROL
 FB1862
 FB1862  NGVD 29 (??/??/92)  264.396  (m)          867.44   (f) ADJ UNCH    ?  
 FB1862
 FB1862.Superseded values are not recommended for survey control.
 FB1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1862.See file dsdata.txt to determine how the superseded data were derived.
 FB1862
 FB1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV422863(NAD 83)
 FB1862_MARKER: S = SPIKE
 FB1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1862_SP_SET: TREE
 FB1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1862
 FB1862  HISTORY     - Date     Condition        Report By
 FB1862  HISTORY     - UNK      MONUMENTED       USGS
 FB1862  HISTORY     - 1936     GOOD             USGS
 FB1862
 FB1862                          STATION DESCRIPTION
 FB1862
 FB1862'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1862'1 MI S FROM KNOXVILLE.
 FB1862'1.0 MILE SOUTH ALONG HOLSTON HEIGHTS DRIVE FROM CHILHOWEE SCHOOL,
 FB1862'NEAR THE EAST EDGE OF KNOXVILLE, 285 FEET SOUTHWEST OF THE JUNCTION
 FB1862'OF A ROAD LEADING NORTH, 30 FEET SOUTH OF HOLSTON HEIGHTS DRIVE,
 FB1862'AT A TWIN WALNUT TREE, AND IN THE BASE ON THE NORTH SIDE OF THE
 FB1862'TREE.  A RAILROAD SPIKE, PAINTED WHITE AND SURROUNDED BY THE LETTERS
 FB1862'USBM 867.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2542 ***********************************************************************
 GA2542  DESIGNATION -  87 4 7
 GA2542  PID         -  GA2542
 GA2542  STATE/COUNTY-  TN/UNION
 GA2542  USGS QUAD   -  GRAVESTON (1987)
 GA2542
 GA2542                         *CURRENT SURVEY CONTROL
 GA2542  ___________________________________________________________________
 GA2542* NAD 83(1986)-  36 14 04.     (N)    083 50 01.     (W)     SCALED    
 GA2542* NAVD 88     -       375.015  (meters)    1230.36   (feet)  ADJUSTED  
 GA2542  ___________________________________________________________________
 GA2542  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2542  DYNAMIC HT  -         374.674 (meters)    1229.24  (feet)  COMP
 GA2542  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA2542
 GA2542  VERT ORDER  -  SECOND    CLASS 0
 GA2542
 GA2542.The horizontal coordinates were scaled from a topographic map and have
 GA2542.an estimated accuracy of +/- 6 seconds.
 GA2542
 GA2542.The orthometric height was determined by differential leveling
 GA2542.and adjusted by the National Geodetic Survey in June 1991..
 GA2542
 GA2542.The geoid height was determined by GEOID03.
 GA2542
 GA2542.The dynamic height is computed by dividing the NAVD 88
 GA2542.geopotential number by the normal gravity value computed on the
 GA2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2542.degrees latitude (g = 980.6199 gals.).
 GA2542
 GA2542.The modeled gravity was interpolated from observed gravity values.
 GA2542
 GA2542;                    North         East    Units  Estimated Accuracy
 GA2542;SPC TN       -   213,080.      794,730.      MT  (+/- 180 meters Scaled)
 GA2542
 GA2542                          SUPERSEDED SURVEY CONTROL
 GA2542
 GA2542  NGVD 29 (??/??/??)  375.15   (m)         1230.8    (f) RESET       3  
 GA2542
 GA2542.Superseded values are not recommended for survey control.
 GA2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2542.See file dsdata.txt to determine how the superseded data were derived.
 GA2542
 GA2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA453136(NAD 83)
 GA2542_MARKER: Z = SEE DESCRIPTION
 GA2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2542_STAMPING: 87 4 7
 GA2542_MARK LOGO: TNDG  
 GA2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2542+STABILITY: SURFACE MOTION
 GA2542
 GA2542  HISTORY     - Date     Condition        Report By
 GA2542  HISTORY     - UNK      MONUMENTED       TNDG
 GA2542  HISTORY     - 1964     GOOD             TNHD
 GA2542
 GA2542                          STATION DESCRIPTION
 GA2542
 GA2542'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2542'2.5 MI SW FROM MAYNARDVILLE.
 GA2542'THIS MARK IS LOCATED AT THE BE 1964 STATION SITE, 30 FEET NORTHWEST
 GA2542'OF UTILITY POLE NO. 1, 17 FEET SOUTHWEST OF AN OILED ROAD, 2 FEET
 GA2542'NORTHEAST OF A FENCE LINE, 0.8 FEET EAST OF A METAL WITNESS POST
 GA2542'WITH SIGN, AND 58 FEET NORTH OF THE STATION.  THE MARK IS A
 GA2542'TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION STATION SET IN
 GA2542'A 5-INCH SQUARE, CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE
 GA2542'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2552 ***********************************************************************
 GA2552  DESIGNATION -  87 5 1
 GA2552  PID         -  GA2552
 GA2552  STATE/COUNTY-  TN/UNION
 GA2552  USGS QUAD   -  GRAVESTON (1987)
 GA2552
 GA2552                         *CURRENT SURVEY CONTROL
 GA2552  ___________________________________________________________________
 GA2552* NAD 83(1986)-  36 13 35.     (N)    083 50 49.     (W)     SCALED    
 GA2552* NAVD 88     -       365.799  (meters)    1200.13   (feet)  ADJUSTED  
 GA2552  ___________________________________________________________________
 GA2552  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2552  DYNAMIC HT  -         365.466 (meters)    1199.03  (feet)  COMP
 GA2552  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 GA2552
 GA2552  VERT ORDER  -  SECOND    CLASS 0
 GA2552
 GA2552.The horizontal coordinates were scaled from a topographic map and have
 GA2552.an estimated accuracy of +/- 6 seconds.
 GA2552
 GA2552.The orthometric height was determined by differential leveling
 GA2552.and adjusted by the National Geodetic Survey in June 1991..
 GA2552
 GA2552.The geoid height was determined by GEOID03.
 GA2552
 GA2552.The dynamic height is computed by dividing the NAVD 88
 GA2552.geopotential number by the normal gravity value computed on the
 GA2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2552.degrees latitude (g = 980.6199 gals.).
 GA2552
 GA2552.The modeled gravity was interpolated from observed gravity values.
 GA2552
 GA2552;                    North         East    Units  Estimated Accuracy
 GA2552;SPC TN       -   212,160.      793,550.      MT  (+/- 180 meters Scaled)
 GA2552
 GA2552                          SUPERSEDED SURVEY CONTROL
 GA2552
 GA2552  NGVD 29 (??/??/??)  365.93   (m)         1200.6    (f) RESET       3  
 GA2552
 GA2552.Superseded values are not recommended for survey control.
 GA2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2552.See file dsdata.txt to determine how the superseded data were derived.
 GA2552
 GA2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA441128(NAD 83)
 GA2552_MARKER: Z = SEE DESCRIPTION
 GA2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2552_STAMPING: 87 5 1
 GA2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2552+STABILITY: SURFACE MOTION
 GA2552
 GA2552  HISTORY     - Date     Condition        Report By
 GA2552  HISTORY     - UNK      MONUMENTED       TNDG
 GA2552  HISTORY     - 1964     GOOD             TNHD
 GA2552
 GA2552                          STATION DESCRIPTION
 GA2552
 GA2552'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2552'3 MI SW FROM MAYNARDVILLE.
 GA2552'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2552'33 FOR 3.0 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 25 FEET
 GA2552'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 10 FEET
 GA2552'SOUTHEAST OF A WIRE FENCE, 5 FEET ABOVE THE PAVEMENT AND 0.5 FOOT
 GA2552'SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GA2552'TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION STATION SET IN A
 GA2552'6-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE
 GA2552'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2555 ***********************************************************************
 GA2555  DESIGNATION -  87 5 3
 GA2555  PID         -  GA2555
 GA2555  STATE/COUNTY-  TN/UNION
 GA2555  USGS QUAD   -  GRAVESTON (1987)
 GA2555
 GA2555                         *CURRENT SURVEY CONTROL
 GA2555  ___________________________________________________________________
 GA2555* NAD 83(1986)-  36 12 51.     (N)    083 51 46.     (W)     SCALED    
 GA2555* NAVD 88     -       338.209  (meters)    1109.61   (feet)  ADJUSTED  
 GA2555  ___________________________________________________________________
 GA2555  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2555  DYNAMIC HT  -         337.900 (meters)    1108.59  (feet)  COMP
 GA2555  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 GA2555
 GA2555  VERT ORDER  -  SECOND    CLASS 0
 GA2555
 GA2555.The horizontal coordinates were scaled from a topographic map and have
 GA2555.an estimated accuracy of +/- 6 seconds.
 GA2555
 GA2555.The orthometric height was determined by differential leveling
 GA2555.and adjusted by the National Geodetic Survey in June 1991..
 GA2555
 GA2555.The geoid height was determined by GEOID03.
 GA2555
 GA2555.The dynamic height is computed by dividing the NAVD 88
 GA2555.geopotential number by the normal gravity value computed on the
 GA2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2555.degrees latitude (g = 980.6199 gals.).
 GA2555
 GA2555.The modeled gravity was interpolated from observed gravity values.
 GA2555
 GA2555;                    North         East    Units  Estimated Accuracy
 GA2555;SPC TN       -   210,780.      792,160.      MT  (+/- 180 meters Scaled)
 GA2555
 GA2555                          SUPERSEDED SURVEY CONTROL
 GA2555
 GA2555  NGVD 29 (??/??/??)  338.34   (m)         1110.0    (f) RESET       3  
 GA2555
 GA2555.Superseded values are not recommended for survey control.
 GA2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2555.See file dsdata.txt to determine how the superseded data were derived.
 GA2555
 GA2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA426115(NAD 83)
 GA2555_MARKER: Z = SEE DESCRIPTION
 GA2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2555_STAMPING: 87 5 3
 GA2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2555+STABILITY: SURFACE MOTION
 GA2555
 GA2555  HISTORY     - Date     Condition        Report By
 GA2555  HISTORY     - UNK      MONUMENTED       TNDG
 GA2555  HISTORY     - 1964     GOOD             TNHD
 GA2555
 GA2555                          STATION DESCRIPTION
 GA2555
 GA2555'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2555'4 MI SW FROM MAYNARDVILLE.
 GA2555'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2555'33 FOR 4.1 MILES TO THE MARK ON THE LEFT.  THE MARK IS 84 FEET
 GA2555'SOUTHWEST OF POWER POLE NO. 283, 15 FEET SOUTHEAST OF THE
 GA2555'APPROXIMATE CENTER OF STATE ROUTE 33, 2 FEET NORTHWEST OF A WIRE
 GA2555'FENCE AND 0.5 FOOT WEST OF A METAL WITNESS POST WITH SIGN.  THE
 GA2555'MARK IS A TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION STATION
 GA2555'SET IN A 6-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2559 ***********************************************************************
 GA2559  DESIGNATION -  87 5 4
 GA2559  PID         -  GA2559
 GA2559  STATE/COUNTY-  TN/UNION
 GA2559  USGS QUAD   -  GRAVESTON (1987)
 GA2559
 GA2559                         *CURRENT SURVEY CONTROL
 GA2559  ___________________________________________________________________
 GA2559* NAD 83(1986)-  36 12 27.     (N)    083 52 25.     (W)     SCALED    
 GA2559* NAVD 88     -       323.312  (meters)    1060.73   (feet)  ADJUSTED  
 GA2559  ___________________________________________________________________
 GA2559  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2559  DYNAMIC HT  -         323.016 (meters)    1059.76  (feet)  COMP
 GA2559  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 GA2559
 GA2559  VERT ORDER  -  SECOND    CLASS 0
 GA2559
 GA2559.The horizontal coordinates were scaled from a topographic map and have
 GA2559.an estimated accuracy of +/- 6 seconds.
 GA2559
 GA2559.The orthometric height was determined by differential leveling
 GA2559.and adjusted by the National Geodetic Survey in June 1991..
 GA2559
 GA2559.The geoid height was determined by GEOID03.
 GA2559
 GA2559.The dynamic height is computed by dividing the NAVD 88
 GA2559.geopotential number by the normal gravity value computed on the
 GA2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2559.degrees latitude (g = 980.6199 gals.).
 GA2559
 GA2559.The modeled gravity was interpolated from observed gravity values.
 GA2559
 GA2559;                    North         East    Units  Estimated Accuracy
 GA2559;SPC TN       -   210,020.      791,200.      MT  (+/- 180 meters Scaled)
 GA2559
 GA2559                          SUPERSEDED SURVEY CONTROL
 GA2559
 GA2559  NGVD 29 (??/??/??)  323.44   (m)         1061.2    (f) RESET       3  
 GA2559
 GA2559.Superseded values are not recommended for survey control.
 GA2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2559.See file dsdata.txt to determine how the superseded data were derived.
 GA2559
 GA2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA416107(NAD 83)
 GA2559_MARKER: Z = SEE DESCRIPTION
 GA2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2559_STAMPING: 87 5 4
 GA2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2559+STABILITY: SURFACE MOTION
 GA2559
 GA2559  HISTORY     - Date     Condition        Report By
 GA2559  HISTORY     - UNK      MONUMENTED       TNDG
 GA2559  HISTORY     - 1964     GOOD             TNHD
 GA2559
 GA2559                          STATION DESCRIPTION
 GA2559
 GA2559'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2559'5 MI SW FROM MAYNARDVILLE.
 GA2559'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2559'33 FOR 5.9 MILES TO THE MARK ON THE LEFT.  THE MARK IS ABOUT 190
 GA2559'FEET SOUTHWEST OF THE MILLER CHAPEL METHODIST CHURCH, 18 FEET
 GA2559'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 2 FEET
 GA2559'NORTHEAST OF A WIRE FENCE AND 0.7 FOOT NORTHEAST OF A METAL
 GA2559'WITNESS POST WITH SIGN.  THE MARK IS A TENNESSEE DIVISION OF GEOLOGY
 GA2559'W.P.A. ELEVATION STATION SET IN A 6-INCH SQUARE, CONCRETE MONUMENT
 GA2559'PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2561 ***********************************************************************
 GA2561  DESIGNATION -  87 5 6
 GA2561  PID         -  GA2561
 GA2561  STATE/COUNTY-  TN/UNION
 GA2561  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2561
 GA2561                         *CURRENT SURVEY CONTROL
 GA2561  ___________________________________________________________________
 GA2561* NAD 83(1986)-  36 11 46.     (N)    083 52 59.     (W)     SCALED    
 GA2561* NAVD 88     -       315.437  (meters)    1034.90   (feet)  ADJUSTED  
 GA2561  ___________________________________________________________________
 GA2561  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2561  DYNAMIC HT  -         315.148 (meters)    1033.95  (feet)  COMP
 GA2561  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 GA2561
 GA2561  VERT ORDER  -  SECOND    CLASS 0
 GA2561
 GA2561.The horizontal coordinates were scaled from a topographic map and have
 GA2561.an estimated accuracy of +/- 6 seconds.
 GA2561
 GA2561.The orthometric height was determined by differential leveling
 GA2561.and adjusted by the National Geodetic Survey in June 1991..
 GA2561
 GA2561.The geoid height was determined by GEOID03.
 GA2561
 GA2561.The dynamic height is computed by dividing the NAVD 88
 GA2561.geopotential number by the normal gravity value computed on the
 GA2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2561.degrees latitude (g = 980.6199 gals.).
 GA2561
 GA2561.The modeled gravity was interpolated from observed gravity values.
 GA2561
 GA2561;                    North         East    Units  Estimated Accuracy
 GA2561;SPC TN       -   208,730.      790,380.      MT  (+/- 180 meters Scaled)
 GA2561
 GA2561                          SUPERSEDED SURVEY CONTROL
 GA2561
 GA2561  NGVD 29 (??/??/??)  315.57   (m)         1035.3    (f) RESET       3  
 GA2561
 GA2561.Superseded values are not recommended for survey control.
 GA2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2561.See file dsdata.txt to determine how the superseded data were derived.
 GA2561
 GA2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA407095(NAD 83)
 GA2561_MARKER: Z = SEE DESCRIPTION
 GA2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2561_STAMPING: 87 5 6
 GA2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2561+STABILITY: SURFACE MOTION
 GA2561
 GA2561  HISTORY     - Date     Condition        Report By
 GA2561  HISTORY     - UNK      MONUMENTED       TNDG
 GA2561  HISTORY     - 1964     GOOD             TNHD
 GA2561
 GA2561                          STATION DESCRIPTION
 GA2561
 GA2561'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2561'6 MI SW FROM MAYNARDVILLE.
 GA2561'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2561'33 FOR 5.8 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 19 FEET
 GA2561'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 1 FOOT EAST OF
 GA2561'A FENCE AND 0.8 FOOT EAST OF A METAL WITNESS POST WITH SIGN.  THE
 GA2561'MARK IS A TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION STATION
 GA2561'SET IN A 6-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 1 INCH
 GA2561'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1845 ***********************************************************************
 FB1845  DESIGNATION -  870.8
 FB1845  PID         -  FB1845
 FB1845  STATE/COUNTY-  TN/KNOX
 FB1845  USGS QUAD   -  SHOOKS GAP (1987)
 FB1845
 FB1845                         *CURRENT SURVEY CONTROL
 FB1845  ___________________________________________________________________
 FB1845* NAD 83(1986)-  35 55 00.     (N)    083 49 29.     (W)     SCALED    
 FB1845* NAVD 88     -       265.19   (+/-2cm)     870.0    (feet)  VERTCON   
 FB1845  ___________________________________________________________________
 FB1845  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1845
 FB1845  VERT ORDER  -  ? (See Below)
 FB1845
 FB1845.The horizontal coordinates were scaled from a topographic map and have
 FB1845.an estimated accuracy of +/- 6 seconds.
 FB1845
 FB1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1845.The vertical order pertains to the NGVD 29 superseded value.
 FB1845
 FB1845.The geoid height was determined by GEOID03.
 FB1845
 FB1845;                    North         East    Units  Estimated Accuracy
 FB1845;SPC TN       -   177,850.      796,310.      MT  (+/- 180 meters Scaled)
 FB1845
 FB1845                          SUPERSEDED SURVEY CONTROL
 FB1845
 FB1845  NGVD 29 (??/??/92)  265.329  (m)          870.50   (f) ADJ UNCH    ?  
 FB1845
 FB1845.Superseded values are not recommended for survey control.
 FB1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1845.See file dsdata.txt to determine how the superseded data were derived.
 FB1845
 FB1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV451783(NAD 83)
 FB1845_MARKER: Q = CHISELED SQUARE
 FB1845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1845_SP_SET: CULVERT
 FB1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1845
 FB1845  HISTORY     - Date     Condition        Report By
 FB1845  HISTORY     - UNK      MONUMENTED       USGS
 FB1845  HISTORY     - 1936     GOOD             USGS
 FB1845
 FB1845                          STATION DESCRIPTION
 FB1845
 FB1845'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1845'6.8 MI SE FROM KNOXVILLE.
 FB1845'6.8 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY
 FB1845'STREET BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, THENCE 0.3 MILE
 FB1845'NORTHEAST ALONG THE KIMBERLIN HEIGHTS ROAD, AT THE JUNCTION OF
 FB1845'THE BURNETT CREEK PIKE, 140 FEET SOUTHWEST OF THE ROAD LEADING
 FB1845'NORTH, AT A LARGE CONCRETE CULVERT, AND ON THE TOP OF THE NORTH
 FB1845'HEAD-WALL.  A CHISELED SQUARE, PAINTED USBM 870.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2083 ***********************************************************************
 FB2083  DESIGNATION -  877.2
 FB2083  PID         -  FB2083
 FB2083  STATE/COUNTY-  TN/KNOX
 FB2083  USGS QUAD   -  SHOOKS GAP (1987)
 FB2083
 FB2083                         *CURRENT SURVEY CONTROL
 FB2083  ___________________________________________________________________
 FB2083* NAD 83(1986)-  35 56 14.     (N)    083 51 46.     (W)     SCALED    
 FB2083* NAVD 88     -       267.14   (+/-2cm)     876.4    (feet)  VERTCON   
 FB2083  ___________________________________________________________________
 FB2083  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB2083
 FB2083  VERT ORDER  -  ? (See Below)
 FB2083
 FB2083.The horizontal coordinates were scaled from a topographic map and have
 FB2083.an estimated accuracy of +/- 6 seconds.
 FB2083
 FB2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2083.The vertical order pertains to the NGVD 29 superseded value.
 FB2083
 FB2083.The geoid height was determined by GEOID03.
 FB2083
 FB2083;                    North         East    Units  Estimated Accuracy
 FB2083;SPC TN       -   180,060.      792,830.      MT  (+/- 180 meters Scaled)
 FB2083
 FB2083                          SUPERSEDED SURVEY CONTROL
 FB2083
 FB2083  NGVD 29 (??/??/92)  267.278  (m)          876.89   (f) ADJ UNCH    ?  
 FB2083
 FB2083.Superseded values are not recommended for survey control.
 FB2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2083.See file dsdata.txt to determine how the superseded data were derived.
 FB2083
 FB2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV417807(NAD 83)
 FB2083_MARKER: N = NAIL
 FB2083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2083_SP_SET: TREE
 FB2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2083
 FB2083  HISTORY     - Date     Condition        Report By
 FB2083  HISTORY     - UNK      MONUMENTED       USGS
 FB2083  HISTORY     - 1936     GOOD             USGS
 FB2083
 FB2083                          STATION DESCRIPTION
 FB2083
 FB2083'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2083'5.3 MI E FROM KNOXVILLE.
 FB2083'5.3 MILES EAST OF THE UNIVERSITY OF TENNESSEE AT KNOXVILLE, KNOX
 FB2083'COUNTY, AT THE JUNCTION OF ISLAND HOME PIKE AND BURNETT CREEK
 FB2083'PIKE, 98 FEET NORTH OF BURNETT CREEK PIKE, 17 FEET EAST OF ISLAND
 FB2083'HOME PIKE, AT AN 8-INCH ASH TREE, AND IN THE ROOT ON THE NORTH
 FB2083'SIDE.  A COPPER NAIL AND WASHER, PAINTED USBM 877.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2076 ***********************************************************************
 FB2076  DESIGNATION -  884.0
 FB2076  PID         -  FB2076
 FB2076  STATE/COUNTY-  TN/KNOX
 FB2076  USGS QUAD   -  KNOXVILLE (1978)
 FB2076
 FB2076                         *CURRENT SURVEY CONTROL
 FB2076  ___________________________________________________________________
 FB2076* NAD 83(1986)-  35 57 11.     (N)    083 53 42.     (W)     SCALED    
 FB2076* NAVD 88     -       269.23   (+/-2cm)     883.3    (feet)  VERTCON   
 FB2076  ___________________________________________________________________
 FB2076  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2076
 FB2076  VERT ORDER  -  ? (See Below)
 FB2076
 FB2076.The horizontal coordinates were scaled from a topographic map and have
 FB2076.an estimated accuracy of +/- 6 seconds.
 FB2076
 FB2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2076.The vertical order pertains to the NGVD 29 superseded value.
 FB2076
 FB2076.The geoid height was determined by GEOID03.
 FB2076
 FB2076;                    North         East    Units  Estimated Accuracy
 FB2076;SPC TN       -   181,750.      789,880.      MT  (+/- 180 meters Scaled)
 FB2076
 FB2076                          SUPERSEDED SURVEY CONTROL
 FB2076
 FB2076  NGVD 29 (??/??/92)  269.370  (m)          883.76   (f) ADJ UNCH    ?  
 FB2076
 FB2076.Superseded values are not recommended for survey control.
 FB2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2076.See file dsdata.txt to determine how the superseded data were derived.
 FB2076
 FB2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV388826(NAD 83)
 FB2076_MARKER: Q = CHISELED SQUARE
 FB2076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2076_SP_SET: PAVEMENT
 FB2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2076
 FB2076  HISTORY     - Date     Condition        Report By
 FB2076  HISTORY     - UNK      MONUMENTED       USGS
 FB2076  HISTORY     - 1936     GOOD             USGS
 FB2076
 FB2076                          STATION DESCRIPTION
 FB2076
 FB2076'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2076'2.1 MI NE FROM VESTAL.
 FB2076'2.1 MILES NORTHEAST OF VESTAL, AT THE JUNCTION OF SEVIERVILLE
 FB2076'PIKE AND HIGHLAND DRIVE, 15 FEET WEST OF THE ROAD LEADING EAST,
 FB2076'AT THE END OF THE CONCRETE PAVEMENT, AND 7 FEET EAST OF THE
 FB2076'SOUTHEAST CORNER.  A CHISELED SQUARE, PAINTED USBM 884.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0457 ***********************************************************************
 FC0457  DESIGNATION -  884.7
 FC0457  PID         -  FC0457
 FC0457  STATE/COUNTY-  TN/BRADLEY
 FC0457  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0457
 FC0457                         *CURRENT SURVEY CONTROL
 FC0457  ___________________________________________________________________
 FC0457* NAD 83(1986)-  35 07 40.     (N)    084 53 11.     (W)     SCALED    
 FC0457* NAVD 88     -       269.657  (meters)     884.70   (feet)  ADJUSTED  
 FC0457  ___________________________________________________________________
 FC0457  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0457  DYNAMIC HT  -         269.390 (meters)     883.82  (feet)  COMP
 FC0457  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 FC0457
 FC0457  VERT ORDER  -  FIRST     CLASS II
 FC0457
 FC0457.The horizontal coordinates were scaled from a topographic map and have
 FC0457.an estimated accuracy of +/- 6 seconds.
 FC0457
 FC0457.The orthometric height was determined by differential leveling
 FC0457.and adjusted by the National Geodetic Survey in June 1991..
 FC0457
 FC0457.The geoid height was determined by GEOID03.
 FC0457
 FC0457.The dynamic height is computed by dividing the NAVD 88
 FC0457.geopotential number by the normal gravity value computed on the
 FC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0457.degrees latitude (g = 980.6199 gals.).
 FC0457
 FC0457.The modeled gravity was interpolated from observed gravity values.
 FC0457
 FC0457;                    North         East    Units  Estimated Accuracy
 FC0457;SPC TN       -    88,720.      701,500.      MT  (+/- 180 meters Scaled)
 FC0457
 FC0457                          SUPERSEDED SURVEY CONTROL
 FC0457
 FC0457  NGVD 29 (??/??/92)  269.661  (m)          884.71   (f) ADJ UNCH    1 2
 FC0457
 FC0457.Superseded values are not recommended for survey control.
 FC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0457.See file dsdata.txt to determine how the superseded data were derived.
 FC0457
 FC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD925892(NAD 83)
 FC0457_MARKER: Q = CHISELED SQUARE
 FC0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0457_SP_SET: CULVERT
 FC0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0457
 FC0457  HISTORY     - Date     Condition        Report By
 FC0457  HISTORY     - UNK      MONUMENTED       USGS
 FC0457  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0457
 FC0457                          STATION DESCRIPTION
 FC0457
 FC0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0457'2.2 MI S FROM CLEVELAND.
 FC0457'ORIGINAL DESCRIPTION-- 2.2 MILES SOUTH ALONG THE CLEVELAND TO
 FC0457'COHUTTA BRANCH OF THE SOUTHERN RAILWAY FROM THE STATION AT
 FC0457'CLEVELAND, BRADLEY COUNTY, 0.2 MILE SOUTH OF MILEPOST 2, 20 FEET
 FC0457'SOUTH OF A ROAD CROSSING AT A 4-1/2 FOOT CONCRETE CULVERT, ON
 FC0457'THE TOP OF THE WEST END, 9 FEET WEST OF THE WEST RAIL, AND ABOUT
 FC0457'2 FEET LOWER THAN THE RAIL.  A CHISELED SQUARE, NEAR THE CHISELED
 FC0457'LETTERS U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0488 ***********************************************************************
 FC0488  DESIGNATION -  886.65
 FC0488  PID         -  FC0488
 FC0488  STATE/COUNTY-  TN/MCMINN
 FC0488  USGS QUAD   -  ATHENS (1990)
 FC0488
 FC0488                         *CURRENT SURVEY CONTROL
 FC0488  ___________________________________________________________________
 FC0488* NAD 83(1986)-  35 22 47.     (N)    084 31 12.     (W)     SCALED    
 FC0488* NAVD 88     -       269.769  (meters)     885.07   (feet)  ADJUSTED  
 FC0488  ___________________________________________________________________
 FC0488  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0488  DYNAMIC HT  -         269.509 (meters)     884.21  (feet)  COMP
 FC0488  MODELED GRAV-     979,662.6   (mgal)                       NAVD 88
 FC0488
 FC0488  VERT ORDER  -  SECOND    CLASS 0
 FC0488
 FC0488.The horizontal coordinates were scaled from a topographic map and have
 FC0488.an estimated accuracy of +/- 6 seconds.
 FC0488
 FC0488.The orthometric height was determined by differential leveling
 FC0488.and adjusted by the National Geodetic Survey in June 1991..
 FC0488
 FC0488.The geoid height was determined by GEOID03.
 FC0488
 FC0488.The dynamic height is computed by dividing the NAVD 88
 FC0488.geopotential number by the normal gravity value computed on the
 FC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0488.degrees latitude (g = 980.6199 gals.).
 FC0488
 FC0488.The modeled gravity was interpolated from observed gravity values.
 FC0488
 FC0488;                    North         East    Units  Estimated Accuracy
 FC0488;SPC TN       -   117,110.      734,470.      MT  (+/- 180 meters Scaled)
 FC0488
 FC0488                          SUPERSEDED SURVEY CONTROL
 FC0488
 FC0488  NGVD 29 (??/??/92)  269.847  (m)          885.32   (f) ADJ UNCH    2 0
 FC0488
 FC0488.Superseded values are not recommended for survey control.
 FC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0488.See file dsdata.txt to determine how the superseded data were derived.
 FC0488
 FC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE252179(NAD 83)
 FC0488_MARKER: Q = CHISELED SQUARE
 FC0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0488_SP_SET: SIGNAL
 FC0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0488
 FC0488  HISTORY     - Date     Condition        Report By
 FC0488  HISTORY     - UNK      MONUMENTED       USGS
 FC0488  HISTORY     - 1933     GOOD             NGS
 FC0488
 FC0488                          STATION DESCRIPTION
 FC0488
 FC0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0488'4.2 MI N FROM ETOWAH.
 FC0488'4.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0488'ETOWAH, MC MINN COUNTY, 0.1 MILE NORTH OF ADDISON, AND ON THE TOP
 FC0488'OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE WEST BLOCK
 FC0488'SIGNAL, 5 FEET WEST OF THE WEST RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1780 ***********************************************************************
 FB1780  DESIGNATION -  887.4
 FB1780  PID         -  FB1780
 FB1780  STATE/COUNTY-  TN/BLOUNT
 FB1780  USGS QUAD   -  CALDERWOOD (1964)
 FB1780
 FB1780                         *CURRENT SURVEY CONTROL
 FB1780  ___________________________________________________________________
 FB1780* NAD 83(1986)-  35 30 28.     (N)    083 59 42.     (W)     SCALED    
 FB1780* NAVD 88     -       270.59   (+/-2cm)     887.8    (feet)  VERTCON   
 FB1780  ___________________________________________________________________
 FB1780  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 FB1780
 FB1780  VERT ORDER  -  ? (See Below)
 FB1780
 FB1780.The horizontal coordinates were scaled from a topographic map and have
 FB1780.an estimated accuracy of +/- 6 seconds.
 FB1780
 FB1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1780.The vertical order pertains to the NGVD 29 superseded value.
 FB1780
 FB1780.The geoid height was determined by GEOID03.
 FB1780
 FB1780;                    North         East    Units  Estimated Accuracy
 FB1780;SPC TN       -   132,170.      781,880.      MT  (+/- 180 meters Scaled)
 FB1780
 FB1780                          SUPERSEDED SURVEY CONTROL
 FB1780
 FB1780  NGVD 29 (??/??/92)  270.699  (m)          888.12   (f) ADJ UNCH    ?  
 FB1780
 FB1780.Superseded values are not recommended for survey control.
 FB1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1780.See file dsdata.txt to determine how the superseded data were derived.
 FB1780
 FB1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV283334(NAD 83)
 FB1780_MARKER: B = BOLT
 FB1780_SETTING: 66 = SET IN ROCK OUTCROP
 FB1780_SP_SET: ROCK CUT
 FB1780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1780+STABILITY: POSITION/ELEVATION WELL
 FB1780
 FB1780  HISTORY     - Date     Condition        Report By
 FB1780  HISTORY     - UNK      MONUMENTED       DOD
 FB1780  HISTORY     - 1943     GOOD             NGS
 FB1780
 FB1780                          STATION DESCRIPTION
 FB1780
 FB1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FB1780'AT CALDERWOOD.
 FB1780'SUGGESTED NEW DESCRIPTION-- AT CALDERWOOD, ON THE MAIN ROAD, ABOUT
 FB1780'1000 FEET NORTHWEST OF THE ALUMINUM CO. OF AMERICA, CALDERWOOD
 FB1780'SERVICE BUILDING, ABOUT 332 FEET SOUTHEAST OF THE CENTERLINE OF
 FB1780'A CONCRETE CULVERT UNDER THE MAIN ROAD, 17 FEET NORTHEAST OF
 FB1780'THE CENTERLINE OF THE ROAD, IN A ROCK CUT, AND ABOUT 1 FOOT
 FB1780'HIGHER THAN THE ROAD.  THE CALDERWOOD SERVICE BUILDING REFERRED
 FB1780'TO IS A FIREPROOF BRICK BUILDING.  THE CULVERT IS A 10- BY 3- FOOT
 FB1780'REINFORCED CONCRETE CULVERT UNDER THE MAIN ROAD NEAR THE JUNCTION
 FB1780'OF THE MAIN ROAD AND THE CEDAR VALLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2610 ***********************************************************************
 AJ2610  DESIGNATION -  89
 AJ2610  PID         -  AJ2610
 AJ2610  STATE/COUNTY-  TN/SHELBY
 AJ2610  USGS QUAD   -  EADS (1983)
 AJ2610
 AJ2610                         *CURRENT SURVEY CONTROL
 AJ2610  ___________________________________________________________________
 AJ2610* NAD 83(1995)-  35 10 51.26884(N)    089 40 18.15144(W)     ADJUSTED  
 AJ2610* NAVD 88     -       125.83   (meters)     412.8    (feet)  LEVELING  
 AJ2610  ___________________________________________________________________
 AJ2610  X           -      29,903.297 (meters)                     COMP
 AJ2610  Y           -  -5,218,883.730 (meters)                     COMP
 AJ2610  Z           -   3,654,346.021 (meters)                     COMP
 AJ2610  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AJ2610  ELLIP HEIGHT-          98.33  (meters)          (04/26/01) GPS OBS
 AJ2610  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AJ2610
 AJ2610  HORZ ORDER  -  FIRST
 AJ2610  VERT ORDER  -  THIRD ?
 AJ2610  ELLP ORDER  -  FOURTH    CLASS I
 AJ2610
 AJ2610.The horizontal coordinates were established by GPS observations
 AJ2610.and adjusted by the National Geodetic Survey in April 2001..
 AJ2610
 AJ2610.The orthometric height was determined by differential leveling.
 AJ2610.The vertical network tie was performed by a horz. field party for horz.
 AJ2610.obs reductions. Reset procedures were used to establish the elevation.
 AJ2610
 AJ2610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2610
 AJ2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2610
 AJ2610.The ellipsoidal height was determined by GPS observations
 AJ2610.and is referenced to NAD 83.
 AJ2610
 AJ2610.The geoid height was determined by GEOID03.
 AJ2610
 AJ2610;                    North         East     Units Scale Factor Converg.
 AJ2610;SPC TN       -   100,312.129   265,629.946   MT  1.00001291   -2 08 58.4
 AJ2610;SPC TN       -   329,107.38    871,487.58   sFT  1.00001291   -2 08 58.4
 AJ2610;UTM  16      - 3,896,374.934   256,710.076   MT  1.00032952   -1 32 24.3
 AJ2610
 AJ2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2610!SPC TN       -   0.99998457  x   1.00001291  =   0.99999748
 AJ2610!UTM  16      -   0.99998457  x   1.00032952  =   1.00031408
 AJ2610
 AJ2610                          SUPERSEDED SURVEY CONTROL
 AJ2610
 AJ2610.No superseded survey control is available for this station.
 AJ2610
 AJ2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5671096375(NAD 83)
 AJ2610_MARKER: DD = SURVEY DISK
 AJ2610_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2610+WITH SETTING: INFORMATION.
 AJ2610_STAMPING: 089
 AJ2610_MARK LOGO: MLGW  
 AJ2610_PROJECTION: FLUSH
 AJ2610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2610+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AJ2610_ROD/PIPE-DEPTH:  0.8 meters
 AJ2610
 AJ2610  HISTORY     - Date     Condition        Report By
 AJ2610  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2610  HISTORY     - 20060925 GOOD             NRCS
 AJ2610
 AJ2610                          STATION DESCRIPTION
 AJ2610
 AJ2610'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2610'THE STATION IS LOCATED IN EASTERN SHELBY COUNTY APPROXIMATELY 1.50
 AJ2610'MILES (2.41 KM) SOUTHEAST OF ARLINGTON TENNESSEE IN THE EADS
 AJ2610'COMMUNITY.
 AJ2610'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2610'ROAD AND GEORGE R JAMES ROAD PROCEED WEST ON GEORGE R JAMES ROAD FOR
 AJ2610'APPROXIMATELY 0.50 MILES (0.80 KM) TO THE STATION ON THE RIGHT.
 AJ2610'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2610'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2610'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 28.50 FEET (8.69 M) WEST
 AJ2610'OF A TELEPHONE PEDESTAL, 23.50 FEET (7.16 M) SOUTH OF THE CENTERLINE
 AJ2610'OF GEORGE R JAMES ROAD, 24.00 FEET (7.32 M) NORTH OF A WOOD GUY POLE
 AJ2610'NO.  131305, 21.00 FEET (6.40 M) SOUTH OF THE CENTERLINE OF GEORGE R
 AJ2610'JAMES ROAD, 6.20 FEET (1.89 M) EAST OF A WATER VALUE, 2.50 FEET (0.76
 AJ2610'M) EAST OF A WOOD POWER POLE NO.  42858 (NO. ON POLE IS DAMAGED) .
 AJ2610'THE STATION IS GUARDED BY ONE YELLOW CARSONITE MARKER.  THE CAP AND
 AJ2610'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2610
 AJ2610                          STATION RECOVERY (2006)
 AJ2610
 AJ2610'RECOVERY NOTE BY NATL RESOUR CONSERV 2006 (RWB)
 AJ2610'DATA SHEET NOTES STATION IS LOCATED ON THE RIGHT, IT IS ACTUALLY
 AJ2610'LOCATED ON THE LEFT SIDE OF GEORGE R JAMES ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0456 ***********************************************************************
 FC0456  DESIGNATION -  890.1
 FC0456  PID         -  FC0456
 FC0456  STATE/COUNTY-  TN/BRADLEY
 FC0456  USGS QUAD   -  MC DONALD (1976)
 FC0456
 FC0456                         *CURRENT SURVEY CONTROL
 FC0456  ___________________________________________________________________
 FC0456* NAD 83(1986)-  35 07 24.     (N)    084 53 19.     (W)     SCALED    
 FC0456* NAVD 88     -       271.291  (meters)     890.06   (feet)  ADJUSTED  
 FC0456  ___________________________________________________________________
 FC0456  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0456  DYNAMIC HT  -         271.023 (meters)     889.18  (feet)  COMP
 FC0456  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 FC0456
 FC0456  VERT ORDER  -  FIRST     CLASS II
 FC0456
 FC0456.The horizontal coordinates were scaled from a topographic map and have
 FC0456.an estimated accuracy of +/- 6 seconds.
 FC0456
 FC0456.The orthometric height was determined by differential leveling
 FC0456.and adjusted by the National Geodetic Survey in June 1991..
 FC0456
 FC0456.The geoid height was determined by GEOID03.
 FC0456
 FC0456.The dynamic height is computed by dividing the NAVD 88
 FC0456.geopotential number by the normal gravity value computed on the
 FC0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0456.degrees latitude (g = 980.6199 gals.).
 FC0456
 FC0456.The modeled gravity was interpolated from observed gravity values.
 FC0456
 FC0456;                    North         East    Units  Estimated Accuracy
 FC0456;SPC TN       -    88,230.      701,310.      MT  (+/- 180 meters Scaled)
 FC0456
 FC0456                          SUPERSEDED SURVEY CONTROL
 FC0456
 FC0456  NGVD 29 (??/??/92)  271.295  (m)          890.07   (f) ADJ UNCH    1 2
 FC0456
 FC0456.Superseded values are not recommended for survey control.
 FC0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0456.See file dsdata.txt to determine how the superseded data were derived.
 FC0456
 FC0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD923887(NAD 83)
 FC0456_MARKER: Q = CHISELED SQUARE
 FC0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0456_SP_SET: CULVERT
 FC0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0456
 FC0456  HISTORY     - Date     Condition        Report By
 FC0456  HISTORY     - UNK      MONUMENTED       USGS
 FC0456  HISTORY     - 1965     GOOD             NGS
 FC0456  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0456
 FC0456                          STATION DESCRIPTION
 FC0456
 FC0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0456'2.5 MI S FROM CLEVELAND.
 FC0456'NOTE-- THE ROAD CROSSING THE RAILROAD IS DOCKERY LANE.  2.5 MILES
 FC0456'SOUTH ALONG THE CLEVELAND TO COHUTTA BRANCH OF THE SOUTHERN
 FC0456'RAILWAY FROM THE STATION AT CLEVELAND, BRADLEY COUNTY, 17 POLES
 FC0456'SOUTH OF MILEPOST 2, 21 FEET SOUTH FROM THE RAILROAD CROSSING,
 FC0456'10 FEET SOUTHWEST FROM THE WEST RAIL, AT A 3-FOOT CONCRETE CULVERT,
 FC0456'AND ON THE TOP OF THE WEST END.  AN OUTLINED SQUARE.
 FC0456
 FC0456                          STATION RECOVERY (1968)
 FC0456
 FC0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1851 ***********************************************************************
 FB1851  DESIGNATION -  892.0
 FB1851  PID         -  FB1851
 FB1851  STATE/COUNTY-  TN/KNOX
 FB1851  USGS QUAD   -  SHOOKS GAP (1987)
 FB1851
 FB1851                         *CURRENT SURVEY CONTROL
 FB1851  ___________________________________________________________________
 FB1851* NAD 83(1986)-  35 57 33.     (N)    083 50 17.     (W)     SCALED    
 FB1851* NAVD 88     -       271.63   (+/-2cm)     891.2    (feet)  VERTCON   
 FB1851  ___________________________________________________________________
 FB1851  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1851
 FB1851  VERT ORDER  -  ? (See Below)
 FB1851
 FB1851.The horizontal coordinates were scaled from a topographic map and have
 FB1851.an estimated accuracy of +/- 6 seconds.
 FB1851
 FB1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1851.The vertical order pertains to the NGVD 29 superseded value.
 FB1851
 FB1851.The geoid height was determined by GEOID03.
 FB1851
 FB1851;                    North         East    Units  Estimated Accuracy
 FB1851;SPC TN       -   182,540.      795,000.      MT  (+/- 180 meters Scaled)
 FB1851
 FB1851                          SUPERSEDED SURVEY CONTROL
 FB1851
 FB1851  NGVD 29 (??/??/92)  271.771  (m)          891.64   (f) ADJ UNCH    ?  
 FB1851
 FB1851.Superseded values are not recommended for survey control.
 FB1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1851.See file dsdata.txt to determine how the superseded data were derived.
 FB1851
 FB1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV440831(NAD 83)
 FB1851_MARKER: Q = CHISELED SQUARE
 FB1851_SETTING: 80 = SET IN A BOULDER
 FB1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1851+STABILITY: SURFACE MOTION
 FB1851
 FB1851  HISTORY     - Date     Condition        Report By
 FB1851  HISTORY     - UNK      MONUMENTED       USGS
 FB1851  HISTORY     - 1936     GOOD             USGS
 FB1851
 FB1851                          STATION DESCRIPTION
 FB1851
 FB1851'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1851'1 MI W FROM MARBLEDALE.
 FB1851'1 MILE (AIRLINE) WEST OF MARBLEDALE, 0.6 MILE EAST ALONG OLD
 FB1851'DANDRIDGE PIKE FROM THE EAST APPROACH OF THE SOUTHERN RAILWAY BRIDGE
 FB1851'OVER HOLSTON RIVER, 21 FEET WEST OF THE TRACK, 12 FEET NORTH OF
 FB1851'THE PIKE, AT A ROCK QUARRY, AND ON THE TOP OF A BOULDER.  A
 FB1851'CHISELED SQUARE, PAINTED USBM 892.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3711 ***********************************************************************
 DH3711  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3711  DESIGNATION -  8930N15
 DH3711  PID         -  DH3711
 DH3711  STATE/COUNTY-  TN/DYER
 DH3711  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 DH3711
 DH3711                         *CURRENT SURVEY CONTROL
 DH3711  ___________________________________________________________________
 DH3711* NAD 83(1995)-  36 03 45.28012(N)    089 30 09.43394(W)     ADJUSTED  
 DH3711* NAVD 88     -        84.33   (meters)     276.7    (feet)  GPS OBS   
 DH3711  ___________________________________________________________________
 DH3711  X           -      44,809.941 (meters)                     COMP
 DH3711  Y           -  -5,161,765.189 (meters)                     COMP
 DH3711  Z           -   3,733,839.949 (meters)                     COMP
 DH3711  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DH3711  ELLIP HEIGHT-          56.07  (meters)          (05/31/05) GPS OBS
 DH3711  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DH3711
 DH3711  HORZ ORDER  -  FIRST
 DH3711  ELLP ORDER  -  FOURTH    CLASS II
 DH3711
 DH3711.The horizontal coordinates were established by GPS observations
 DH3711.and adjusted by the National Geodetic Survey in May 2005..
 DH3711
 DH3711.The orthometric height was determined by GPS observations and a
 DH3711.high-resolution geoid model using precise GPS observation and
 DH3711.processing techniques.
 DH3711
 DH3711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3711
 DH3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3711
 DH3711.The ellipsoidal height was determined by GPS observations
 DH3711.and is referenced to NAD 83.
 DH3711
 DH3711.The geoid height was determined by GEOID03.
 DH3711
 DH3711;                    North         East     Units Scale Factor Converg.
 DH3711;SPC TN       -   197,504.704   284,521.644   MT  0.99995633   -2 03 02.1
 DH3711;SPC TN       -   647,980.02    933,468.09   sFT  0.99995633   -2 03 02.1
 DH3711;UTM  16      - 3,993,788.136   274,600.903   MT  1.00022604   -1 28 25.8
 DH3711
 DH3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3711!SPC TN       -   0.99999120  x   0.99995633  =   0.99994753
 DH3711!UTM  16      -   0.99999120  x   1.00022604  =   1.00021724
 DH3711
 DH3711                          SUPERSEDED SURVEY CONTROL
 DH3711
 DH3711.No superseded survey control is available for this station.
 DH3711
 DH3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7460193788(NAD 83)
 DH3711_MARKER: DD = SURVEY DISK
 DH3711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3711_STAMPING: 8930N15 2003
 DH3711_MARK LOGO: USACE 
 DH3711_PROJECTION: RECESSED 10 CENTIMETERS
 DH3711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3711+STABILITY: SURFACE MOTION
 DH3711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3711+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DH3711
 DH3711  HISTORY     - Date     Condition        Report By
 DH3711  HISTORY     - 20030429 MONUMENTED       USACE
 DH3711  HISTORY     - 20030708 GOOD             EMCINC
 DH3711
 DH3711                          STATION DESCRIPTION
 DH3711
 DH3711'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3711'TO REACH MARK FROM THE CENTERLINE OF HIGHWAY 182 DIRECTLY BENEATH THE
 DH3711'OVERPASS OF  INTERSTATE 155 (EXIT 7), 7.0 MILES NORTHWEST OF
 DH3711'DYERSBURG, TENNESSEE, PROCEED SOUTH  ALONG HIGHWAY 182 FOR 1.0 MILES
 DH3711'TO A GRAVEL DRIVEWAY TO 1829 HIGHWAY 182 TO THE RIGHT.  TURN RIGHT AND
 DH3711'PROCEED WEST ALONG GRAVEL DRIVEWAY FOR 0.05 MILES TO THE CROSSING OF
 DH3711'IC  RAILROAD TRACK AND THE MARK ON THE RIGHT. MARK IS LOCATED 7.6 FEET
 DH3711'EAST OF EAST RAIL OF  RAILROAD TRACK, 10.5 FEET NORTH OF THE
 DH3711'CENTERLINE OF GRAVEL DRIVE AND 99.3 FEET WEST,  SOUTHWEST OF SOUTHWEST
 DH3711'CORNER OF MOBILE HOME. A MEMPHIS CORPS OF ENGINEERS  ALUMINUM
 DH3711'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS
 DH3711'COVER.  DISK AND ACCESS COVER STAMPED 8930N15 2003. DISK IS RECESSED
 DH3711'10 CENTIMETERS UNDER  ACCESS COVER. MARK IS 1.5 FEET EAST OF A
 DH3711'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3712 ***********************************************************************
 DH3712  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3712  DESIGNATION -  8930N16
 DH3712  PID         -  DH3712
 DH3712  STATE/COUNTY-  TN/DYER
 DH3712  USGS QUAD   -  MISTON (1983)
 DH3712
 DH3712                         *CURRENT SURVEY CONTROL
 DH3712  ___________________________________________________________________
 DH3712* NAD 83(1995)-  36 07 40.46970(N)    089 28 40.29727(W)     ADJUSTED  
 DH3712* NAVD 88     -        82.20   (meters)     269.7    (feet)  GPS OBS   
 DH3712  ___________________________________________________________________
 DH3712  X           -      47,001.642 (meters)                     COMP
 DH3712  Y           -  -5,157,473.048 (meters)                     COMP
 DH3712  Z           -   3,739,696.276 (meters)                     COMP
 DH3712  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DH3712  ELLIP HEIGHT-          53.88  (meters)          (05/31/05) GPS OBS
 DH3712  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DH3712
 DH3712  HORZ ORDER  -  FIRST
 DH3712  ELLP ORDER  -  FOURTH    CLASS II
 DH3712
 DH3712.The horizontal coordinates were established by GPS observations
 DH3712.and adjusted by the National Geodetic Survey in May 2005..
 DH3712
 DH3712.The orthometric height was determined by GPS observations and a
 DH3712.high-resolution geoid model using precise GPS observation and
 DH3712.processing techniques.
 DH3712
 DH3712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3712
 DH3712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3712
 DH3712.The ellipsoidal height was determined by GPS observations
 DH3712.and is referenced to NAD 83.
 DH3712
 DH3712.The geoid height was determined by GEOID03.
 DH3712
 DH3712;                    North         East     Units Scale Factor Converg.
 DH3712;SPC TN       -   204,669.412   287,008.375   MT  0.99996151   -2 02 09.9
 DH3712;SPC TN       -   671,486.23    941,626.64   sFT  0.99996151   -2 02 09.9
 DH3712;UTM  16      - 4,000,979.338   277,016.155   MT  1.00021269   -1 27 41.5
 DH3712
 DH3712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3712!SPC TN       -   0.99999154  x   0.99996151  =   0.99995305
 DH3712!UTM  16      -   0.99999154  x   1.00021269  =   1.00020423
 DH3712
 DH3712                          SUPERSEDED SURVEY CONTROL
 DH3712
 DH3712.No superseded survey control is available for this station.
 DH3712
 DH3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7701600979(NAD 83)
 DH3712_MARKER: DD = SURVEY DISK
 DH3712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3712_STAMPING: 8930N16 2003
 DH3712_MARK LOGO: USACE 
 DH3712_PROJECTION: RECESSED 8 CENTIMETERS
 DH3712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3712+STABILITY: SURFACE MOTION
 DH3712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3712+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DH3712
 DH3712  HISTORY     - Date     Condition        Report By
 DH3712  HISTORY     - 20030429 MONUMENTED       USACE
 DH3712  HISTORY     - 20030708 GOOD             EMCINC
 DH3712
 DH3712                          STATION DESCRIPTION
 DH3712
 DH3712'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3712'TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 78 AND HIGHWAY 103
 DH3712'AT THE  COMMUNITY OF BOGOTA, TENNESSEE, PROCEED WEST ALONG HIGHWAY 103
 DH3712'FOR 1.3 MILES TO ITS  JUNCTION WITH BARBWIRE ROAD ON THE LEFT. TURN
 DH3712'LEFT AND PROCEED SOUTH ALONG BARBWIRE  ROAD FOR 2.3 MILES TO ITS
 DH3712'JUNCTION WITH SYCAMORE CORNER LOOP ON THE RIGHT. TURN RIGHT  AND
 DH3712'PROCEED WEST ALONG SYCAMORE CORNER LOOP FOR 0.9 MILES TO A LOCKED GATE
 DH3712'AT A  PRIVATE LEVEE AND THE MARK ON THE RIGHT. MARK IS LOCATED 18.7
 DH3712'FEET NORTH OF CENTER OF  LOCKED GATE, 15.8 FEET WEST OF GRAVEL ROAD
 DH3712'LEADING NORTH AND 5.5 FEET EAST OF NORTH  METAL GATE POST AND
 DH3712'CARSONITE WITNESS POST. A MEMPHIS CORPS OF ENGINEERS ALUMINUM
 DH3712'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS
 DH3712'COVER. DISK AND  ACCESS COVER STAMPED 8930N16 2003. DISK IS RECESSED 8
 DH3712'CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3713 ***********************************************************************
 DH3713  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3713  DESIGNATION -  8930N17
 DH3713  PID         -  DH3713
 DH3713  STATE/COUNTY-  TN/DYER
 DH3713  USGS QUAD   -  MISTON (1983)
 DH3713
 DH3713                         *CURRENT SURVEY CONTROL
 DH3713  ___________________________________________________________________
 DH3713* NAD 83(1995)-  36 11 20.41461(N)    089 29 48.31520(W)     ADJUSTED  
 DH3713* NAVD 88     -        83.21   (meters)     273.0    (feet)  GPS OBS   
 DH3713  ___________________________________________________________________
 DH3713  X           -      45,265.784 (meters)                     COMP
 DH3713  Y           -  -5,153,489.231 (meters)                     COMP
 DH3713  Z           -   3,745,170.424 (meters)                     COMP
 DH3713  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DH3713  ELLIP HEIGHT-          54.84  (meters)          (05/31/05) GPS OBS
 DH3713  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DH3713
 DH3713  HORZ ORDER  -  FIRST
 DH3713  ELLP ORDER  -  FOURTH    CLASS II
 DH3713
 DH3713.The horizontal coordinates were established by GPS observations
 DH3713.and adjusted by the National Geodetic Survey in May 2005..
 DH3713
 DH3713.The orthometric height was determined by GPS observations and a
 DH3713.high-resolution geoid model using precise GPS observation and
 DH3713.processing techniques.
 DH3713
 DH3713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3713
 DH3713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3713
 DH3713.The ellipsoidal height was determined by GPS observations
 DH3713.and is referenced to NAD 83.
 DH3713
 DH3713.The geoid height was determined by GEOID03.
 DH3713
 DH3713;                    North         East     Units Scale Factor Converg.
 DH3713;SPC TN       -   211,504.743   285,550.894   MT  0.99996753   -2 02 49.7
 DH3713;SPC TN       -   693,911.81    936,844.89   sFT  0.99996753   -2 02 49.7
 DH3713;UTM  16      - 4,007,801.462   275,489.953   MT  1.00022110   -1 28 29.4
 DH3713
 DH3713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3713!SPC TN       -   0.99999139  x   0.99996753  =   0.99995892
 DH3713!UTM  16      -   0.99999139  x   1.00022110  =   1.00021249
 DH3713
 DH3713                          SUPERSEDED SURVEY CONTROL
 DH3713
 DH3713.No superseded survey control is available for this station.
 DH3713
 DH3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7549007801(NAD 83)
 DH3713_MARKER: DD = SURVEY DISK
 DH3713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3713_STAMPING: 8930N17 2003
 DH3713_MARK LOGO: USACE 
 DH3713_PROJECTION: RECESSED 16 CENTIMETERS
 DH3713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3713+STABILITY: SURFACE MOTION
 DH3713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3713+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DH3713
 DH3713  HISTORY     - Date     Condition        Report By
 DH3713  HISTORY     - 20030429 MONUMENTED       USACE
 DH3713  HISTORY     - 20030708 GOOD             EMCINC
 DH3713
 DH3713                          STATION DESCRIPTION
 DH3713
 DH3713'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3713'TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 78 AND HIGHWAY 103
 DH3713'AT THE  COMMUNITY OF BOGOTA, TENNESSEE, PROCEED WEST ALONG HIGHWAY 103
 DH3713'FOR 3.0 MILES TO ITS  JUNCTION WITH MISTON TANK ROAD IN THE COMMUNITY
 DH3713'OF MISTON, TENNESSEE. TURN RIGHT AND  PROCEED NORTH ALONG MISTON TANK
 DH3713'ROAD FOR 1.75 MILES TO AN ABANDONED GRAVEL CROSSING  WITH THE IC
 DH3713'RAILROAD TRACKS, WHICH IS APPROXIMATELY 50 FEET SOUTH OF THE LAKE
 DH3713'COUNTY-DYER COUNTY LINE AND THE MARK ON THE LEFT. MARK IS LOCATED 29.0
 DH3713'FEET WEST OF THE  CENTERLINE OF MISTON TANK ROAD, 10.2 FEET SOUTH OF
 DH3713'THE CENTERLINE OF GRAVEL RAILROAD  CROSSING, 8.7 FEET EAST OF EAST
 DH3713'RAIL OF RAILROAD TRACKS AND 36.6 FEET NORTHEAST OF A  POWER POLE. A
 DH3713'MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO A
 DH3713'7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER
 DH3713'STAMPED 8930N17 2003.  DISK IS RECESSED 16 CENTIMETERS BELOW ACCESS
 DH3713'COVER. MARK IS 1.0 FEET EAST OF A CARSONITE  WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3714 ***********************************************************************
 DH3714  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3714  DESIGNATION -  8930N18
 DH3714  PID         -  DH3714
 DH3714  STATE/COUNTY-  TN/LAKE
 DH3714  USGS QUAD   -  RIDGELY (1981)
 DH3714
 DH3714                         *CURRENT SURVEY CONTROL
 DH3714  ___________________________________________________________________
 DH3714* NAD 83(1995)-  36 15 06.16553(N)    089 29 48.71082(W)     ADJUSTED  
 DH3714* NAVD 88     -        85.39   (meters)     280.2    (feet)  GPS OBS   
 DH3714  ___________________________________________________________________
 DH3714  X           -      45,219.809 (meters)                     COMP
 DH3714  Y           -  -5,149,379.554 (meters)                     COMP
 DH3714  Z           -   3,750,785.392 (meters)                     COMP
 DH3714  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DH3714  ELLIP HEIGHT-          57.00  (meters)          (05/31/05) GPS OBS
 DH3714  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DH3714
 DH3714  HORZ ORDER  -  FIRST
 DH3714  ELLP ORDER  -  FOURTH    CLASS II
 DH3714
 DH3714.The horizontal coordinates were established by GPS observations
 DH3714.and adjusted by the National Geodetic Survey in May 2005..
 DH3714
 DH3714.The orthometric height was determined by GPS observations and a
 DH3714.high-resolution geoid model using precise GPS observation and
 DH3714.processing techniques.
 DH3714
 DH3714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3714
 DH3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3714
 DH3714.The ellipsoidal height was determined by GPS observations
 DH3714.and is referenced to NAD 83.
 DH3714
 DH3714.The geoid height was determined by GEOID03.
 DH3714
 DH3714;                    North         East     Units Scale Factor Converg.
 DH3714;SPC TN       -   218,458.792   285,789.580   MT  0.99997490   -2 02 49.9
 DH3714;SPC TN       -   716,726.89    937,627.98   sFT  0.99997490   -2 02 49.9
 DH3714;UTM  16      - 4,014,759.281   275,659.343   MT  1.00022015   -1 28 37.5
 DH3714
 DH3714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3714!SPC TN       -   0.99999105  x   0.99997490  =   0.99996595
 DH3714!UTM  16      -   0.99999105  x   1.00022015  =   1.00021120
 DH3714
 DH3714                          SUPERSEDED SURVEY CONTROL
 DH3714
 DH3714.No superseded survey control is available for this station.
 DH3714
 DH3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7565914759(NAD 83)
 DH3714_MARKER: DD = SURVEY DISK
 DH3714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3714_STAMPING: 8930N18 2003
 DH3714_MARK LOGO: USACE 
 DH3714_PROJECTION: RECESSED 12 CENTIMETERS
 DH3714_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3714+STABILITY: SURFACE MOTION
 DH3714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3714+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 DH3714
 DH3714  HISTORY     - Date     Condition        Report By
 DH3714  HISTORY     - 20030430 MONUMENTED       USACE
 DH3714  HISTORY     - 20030709 GOOD             EMCINC
 DH3714
 DH3714                          STATION DESCRIPTION
 DH3714
 DH3714'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3714'TO REACH MARK FROM THE JUNCTION OF HIGHWAY 78 AND HIGHWAY 79, 2.0
 DH3714'MILES SOUTH OF  RIDGELY, TENNESSEE, PROCEED WEST ALONG HIGHWAY 79 FOR
 DH3714'1.2 MILES TO ITS JUNCTION WITH  TANK ROAD. TURN RIGHT AND PROCEED
 DH3714'NORTH ALONG TANK ROAD FOR 1.4 MILES TO WHERE TANK  ROAD MAKES A
 DH3714'90-DEGREE TURN TO THE EAST AND A GRAVEL RAILROAD CROSSING TO THE WEST
 DH3714'AND THE MARK ON THE LEFT. MARK IS LOCATED 31.0 FEET WEST OF THE
 DH3714'CENTERLINE OF TANK ROAD,  17.5 FEET SOUTH OF THE CENTERLINE OF GRAVEL
 DH3714'ROAD, 12.6 FEET EAST OF EAST RAIL OF RAILROAD  TRACKS, 2.0 FEET
 DH3714'SOUTHWEST OF A METAL CABLE POST AND 1.5 FEET EAST OF A CARSONITE
 DH3714'WITNESS POST. A MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED DISK
 DH3714'ATTACHED TO A  7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND
 DH3714'ACCESS COVER STAMPED 8930N18 2003.  DISK IS RECESSED 12 CENTIMETERS
 DH3714'UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3715 ***********************************************************************
 DH3715  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3715  DESIGNATION -  8930N19
 DH3715  PID         -  DH3715
 DH3715  STATE/COUNTY-  TN/LAKE
 DH3715  USGS QUAD   -  MOORING (1983)
 DH3715
 DH3715                         *CURRENT SURVEY CONTROL
 DH3715  ___________________________________________________________________
 DH3715* NAD 83(1995)-  36 18 38.77776(N)    089 30 20.54581(W)     ADJUSTED  
 DH3715* NAVD 88     -        85.32   (meters)     279.9    (feet)  GPS OBS   
 DH3715  ___________________________________________________________________
 DH3715  X           -      44,391.596 (meters)                     COMP
 DH3715  Y           -  -5,145,508.521 (meters)                     COMP
 DH3715  Z           -   3,756,068.251 (meters)                     COMP
 DH3715  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DH3715  ELLIP HEIGHT-          56.91  (meters)          (05/31/05) GPS OBS
 DH3715  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DH3715
 DH3715  HORZ ORDER  -  FIRST
 DH3715  ELLP ORDER  -  FOURTH    CLASS II
 DH3715
 DH3715.The horizontal coordinates were established by GPS observations
 DH3715.and adjusted by the National Geodetic Survey in May 2005..
 DH3715
 DH3715.The orthometric height was determined by GPS observations and a
 DH3715.high-resolution geoid model using precise GPS observation and
 DH3715.processing techniques.
 DH3715
 DH3715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3715
 DH3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3715
 DH3715.The ellipsoidal height was determined by GPS observations
 DH3715.and is referenced to NAD 83.
 DH3715
 DH3715.The geoid height was determined by GEOID03.
 DH3715
 DH3715;                    North         East     Units Scale Factor Converg.
 DH3715;SPC TN       -   225,036.307   285,230.022   MT  0.99998293   -2 03 08.6
 DH3715;SPC TN       -   738,306.62    935,792.16   sFT  0.99998293   -2 03 08.6
 DH3715;UTM  16      - 4,021,332.512   275,034.336   MT  1.00022360   -1 29 03.9
 DH3715
 DH3715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3715!SPC TN       -   0.99999107  x   0.99998293  =   0.99997400
 DH3715!UTM  16      -   0.99999107  x   1.00022360  =   1.00021467
 DH3715
 DH3715                          SUPERSEDED SURVEY CONTROL
 DH3715
 DH3715.No superseded survey control is available for this station.
 DH3715
 DH3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7503421333(NAD 83)
 DH3715_MARKER: DD = SURVEY DISK
 DH3715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3715_STAMPING: 8930N19 2003
 DH3715_MARK LOGO: USACE 
 DH3715_PROJECTION: RECESSED 10 CENTIMETERS
 DH3715_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3715+STABILITY: SURFACE MOTION
 DH3715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3715+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 DH3715
 DH3715  HISTORY     - Date     Condition        Report By
 DH3715  HISTORY     - 20030430 MONUMENTED       USACE
 DH3715  HISTORY     - 20030709 GOOD             EMCINC
 DH3715
 DH3715                          STATION DESCRIPTION
 DH3715
 DH3715'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3715'TO REACH MARK FROM THE LAKE COUNTY HIGHWAY COMMISSION OFFICE AT THE
 DH3715'JUNCTION OF  HIGHWAY 78 AND POPLAR STREET IN RIDGELY, TENNESSEE,
 DH3715'PROCEED NORTH ALONG HIGHWAY 78  FOR 2.5 MILES TO ITS JUNCTION WITH
 DH3715'SHELTON ROAD ON THE LEFT. TURN LEFT AND PROCEED WEST  ALONG SHELTON
 DH3715'ROAD FOR 1.25 MILES TO ITS T-INTERSECTION WITH PASCALL ROAD. TURN
 DH3715'RIGHT  AND PROCEED NORTHWEST ALONG PASCALL ROAD FOR 0.7 MILES TO ITS
 DH3715'JUNCTION WITH SHENER  ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTH
 DH3715'ALONG SHENER ROAD FOR 0.3 MILES TO ITS  JUNCTION WITH A GRAVEL ROAD
 DH3715'AND THE MARK ON THE LEFT. MARK IS LOCATED 37.0 FEET WEST OF  THE
 DH3715'CENTERLINE OF SHENER ROAD, 27.8 FEET NORTHEAST OF THE CENTERLINE OF
 DH3715'ALGEE ROAD, 39.3  FEET SOUTH OF A POWER POLE AND 1.5 FEET SOUTH OF A
 DH3715'CARSONITE WITNESS POST. A MEMPHIS  CORPS OF ENGINEERS ALUMINUM
 DH3715'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER  AN ACCESS
 DH3715'COVER. DISK AND ACCESS COVER STAMPED 8930N19 2003. DISK IS RECESSED 10
 DH3715'CENTIMETERS BELOW ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3685 ***********************************************************************
 DH3685  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3685  DESIGNATION -  8930N20
 DH3685  PID         -  DH3685
 DH3685  STATE/COUNTY-  TN/LAKE
 DH3685  USGS QUAD   -  RIDGELY (1981)
 DH3685
 DH3685                         *CURRENT SURVEY CONTROL
 DH3685  ___________________________________________________________________
 DH3685* NAD 83(1995)-  36 22 17.75886(N)    089 29 38.29687(W)     ADJUSTED  
 DH3685* NAVD 88     -        90.45   (meters)     296.8    (feet)  GPS OBS   
 DH3685  ___________________________________________________________________
 DH3685  X           -      45,410.252 (meters)                     COMP
 DH3685  Y           -  -5,141,503.670 (meters)                     COMP
 DH3685  Z           -   3,761,508.318 (meters)                     COMP
 DH3685  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DH3685  ELLIP HEIGHT-          62.02  (meters)          (05/31/05) GPS OBS
 DH3685  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DH3685
 DH3685  HORZ ORDER  -  FIRST
 DH3685  ELLP ORDER  -  FOURTH    CLASS II
 DH3685
 DH3685.The horizontal coordinates were established by GPS observations
 DH3685.and adjusted by the National Geodetic Survey in May 2005..
 DH3685
 DH3685.The orthometric height was determined by GPS observations and a
 DH3685.high-resolution geoid model using precise GPS observation and
 DH3685.processing techniques.
 DH3685
 DH3685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3685
 DH3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3685
 DH3685.The ellipsoidal height was determined by GPS observations
 DH3685.and is referenced to NAD 83.
 DH3685
 DH3685.The geoid height was determined by GEOID03.
 DH3685
 DH3685;                    North         East     Units Scale Factor Converg.
 DH3685;SPC TN       -   231,744.049   286,524.227   MT  0.99999232   -2 02 43.8
 DH3685;SPC TN       -   760,313.60    940,038.23   sFT  0.99999232   -2 02 43.8
 DH3685;UTM  16      - 4,028,054.294   276,262.392   MT  1.00021680   -1 28 46.5
 DH3685
 DH3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3685!SPC TN       -   0.99999027  x   0.99999232  =   0.99998259
 DH3685!UTM  16      -   0.99999027  x   1.00021680  =   1.00020706
 DH3685
 DH3685                          SUPERSEDED SURVEY CONTROL
 DH3685
 DH3685.No superseded survey control is available for this station.
 DH3685
 DH3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7626228054(NAD 83)
 DH3685_MARKER: DD = SURVEY DISK
 DH3685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3685_STAMPING: 8930N20 2003
 DH3685_MARK LOGO: USACE 
 DH3685_PROJECTION: FLUSH
 DH3685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3685+STABILITY: SURFACE MOTION
 DH3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3685+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 DH3685
 DH3685  HISTORY     - Date     Condition        Report By
 DH3685  HISTORY     - 20030430 MONUMENTED       USACE
 DH3685  HISTORY     - 20030709 GOOD             EMCINC
 DH3685
 DH3685                          STATION DESCRIPTION
 DH3685
 DH3685'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3685'TO REACH THE MARK FROM THE LAKE COUNTY COURTHOUSE AT THE INTERSECTION
 DH3685'OF CHURCH  STREET AND COURT STREET IN TIPTONVILLE, TENNESSEE, PROCEED
 DH3685'WEST ALONG CHURCH STREET  FOR 0.25 MILES TO A POINT WHERE CHURCH
 DH3685'STREET TURNS TO GRAVEL AND BEGINS THE LAKE  COUNTY-DYER COUNTY
 DH3685'MISSISSIPPI RIVER LEVEE. CONTINUE SOUTHWEST ALONG ROAD ON TOP OF
 DH3685'LEVEE FOR 0.6 MILES TO A FLOOD STRUCTURE AND THE MARK ON THE RIGHT.
 DH3685'MARK IS LOCATED ON  THE NORTH END OF A CONCRETE PIER FOR THE WALKWAY
 DH3685'LEADING TO FLOOD STRUCTURE 25.0 FEET  WEST OF THE CENTERLINE OF LEVEE
 DH3685'AND 1.0 FEET EAST OF A CARSONITE WITNESS POST. A U.S.  ARMY CORPS OF
 DH3685'ENGINEERS BRASS DISK STAMPED 8930N20 SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2212 ***********************************************************************
 GA2212  DESIGNATION -  894.6
 GA2212  PID         -  GA2212
 GA2212  STATE/COUNTY-  TN/KNOX
 GA2212  USGS QUAD   -  MASCOT (1987)
 GA2212
 GA2212                         *CURRENT SURVEY CONTROL
 GA2212  ___________________________________________________________________
 GA2212* NAD 83(1986)-  36 03 47.     (N)    083 41 27.     (W)     SCALED    
 GA2212* NAVD 88     -       272.56   (+/-2cm)     894.2    (feet)  VERTCON   
 GA2212  ___________________________________________________________________
 GA2212  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2212
 GA2212  VERT ORDER  -  ? (See Below)
 GA2212
 GA2212.The horizontal coordinates were scaled from a topographic map and have
 GA2212.an estimated accuracy of +/- 6 seconds.
 GA2212
 GA2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2212.The vertical order pertains to the NGVD 29 superseded value.
 GA2212
 GA2212.The geoid height was determined by GEOID03.
 GA2212
 GA2212;                    North         East    Units  Estimated Accuracy
 GA2212;SPC TN       -   194,370.      808,010.      MT  (+/- 180 meters Scaled)
 GA2212
 GA2212                          SUPERSEDED SURVEY CONTROL
 GA2212
 GA2212  NGVD 29 (??/??/92)  272.685  (m)          894.63   (f) ADJ UNCH    ?  
 GA2212
 GA2212.Superseded values are not recommended for survey control.
 GA2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2212.See file dsdata.txt to determine how the superseded data were derived.
 GA2212
 GA2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV576942(NAD 83)
 GA2212_MARKER: DD = SURVEY DISK
 GA2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2212+STABILITY: SURFACE MOTION
 GA2212
 GA2212  HISTORY     - Date     Condition        Report By
 GA2212  HISTORY     - UNK      MONUMENTED       TNGS
 GA2212  HISTORY     - 1935     GOOD             NGS
 GA2212  HISTORY     - 1967     MARK NOT FOUND   TNGS
 GA2212
 GA2212                          STATION DESCRIPTION
 GA2212
 GA2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA2212'1 MI SW FROM STRAWBERRY PLAINS.
 GA2212'IN KNOX COUNTY, 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2212'STATION AT STRAWBERRY PLAINS, JEFFERSON COUNTY, ON THE RIGHT BANK
 GA2212'OF HOLSTON RIVER, 150 FEET WEST OF THE TRIPLE-ARCH CONCRETE
 GA2212'BRIDGE, 110 FEET NORTHWEST OF THE CENTERLINE OF A RAILROAD
 GA2212'OVERPASS, AND 14 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND
 GA2212'TRACK.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 GA2212'POST.
 GA2212
 GA2212                          STATION RECOVERY (1967)
 GA2212
 GA2212'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1967
 GA2212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0178 ***********************************************************************
 FD0178  DESIGNATION -  895
 FD0178  PID         -  FD0178
 FD0178  STATE/COUNTY-  TN/LINCOLN
 FD0178  USGS QUAD   -  FLINTVILLE (1972)
 FD0178
 FD0178                         *CURRENT SURVEY CONTROL
 FD0178  ___________________________________________________________________
 FD0178* NAD 83(1986)-  35 03 55.     (N)    086 25 24.     (W)     SCALED    
 FD0178* NAVD 88     -       272.059  (meters)     892.58   (feet)  ADJUSTED  
 FD0178  ___________________________________________________________________
 FD0178  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD0178  DYNAMIC HT  -         271.796 (meters)     891.72  (feet)  COMP
 FD0178  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 FD0178
 FD0178  VERT ORDER  -  FIRST     CLASS II
 FD0178
 FD0178.The horizontal coordinates were scaled from a topographic map and have
 FD0178.an estimated accuracy of +/- 6 seconds.
 FD0178
 FD0178.The orthometric height was determined by differential leveling
 FD0178.and adjusted by the National Geodetic Survey in June 1991..
 FD0178
 FD0178.The geoid height was determined by GEOID03.
 FD0178
 FD0178.The dynamic height is computed by dividing the NAVD 88
 FD0178.geopotential number by the normal gravity value computed on the
 FD0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0178.degrees latitude (g = 980.6199 gals.).
 FD0178
 FD0178.The modeled gravity was interpolated from observed gravity values.
 FD0178
 FD0178;                    North         East    Units  Estimated Accuracy
 FD0178;SPC TN       -    81,290.      561,380.      MT  (+/- 180 meters Scaled)
 FD0178
 FD0178                          SUPERSEDED SURVEY CONTROL
 FD0178
 FD0178  NGVD 29 (??/??/92)  272.024  (m)          892.47   (f) ADJ UNCH    1 2
 FD0178
 FD0178.Superseded values are not recommended for survey control.
 FD0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0178.See file dsdata.txt to determine how the superseded data were derived.
 FD0178
 FD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED525804(NAD 83)
 FD0178_MARKER: DD = SURVEY DISK
 FD0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0178_SP_SET: CULVERT
 FD0178_STAMPING: 895 NASHVILLE 1899
 FD0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0178
 FD0178  HISTORY     - Date     Condition        Report By
 FD0178  HISTORY     - 1899     MONUMENTED       USGS
 FD0178  HISTORY     - 1949     GOOD             NGS
 FD0178  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0178
 FD0178                          STATION DESCRIPTION
 FD0178
 FD0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0178'0.2 MI NW FROM FLINTVILLE.
 FD0178'0.25 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0178'LOUIS RAILWAY FROM THE STATION AT FLINTVILLE, SET VERTICALLY
 FD0178'IN THE CAP STONE OF A 5-FOOT CULVERT UNDER TRACK, 19.8 FEET
 FD0178'SOUTHWEST OF THE SOUTHWEST RAIL, 13 1/2 FEET NORTHEAST OF THE
 FD0178'CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACK, 6 1/2
 FD0178'FEET BELOW THE TRACK AND SET IN A DRILL HOLE.
 FD0178
 FD0178                          STATION RECOVERY (2001)
 FD0178
 FD0178'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0178'RAILROAD HAS BEEN DEMOLISHED, REPLACED BY ROAD. STONE CULVERT HAS BEEN
 FD0178'REPLACED BY A PRE-CAST BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0448 ***********************************************************************
 FC0448  DESIGNATION -  895 MC
 FC0448  PID         -  FC0448
 FC0448  STATE/COUNTY-  TN/BRADLEY
 FC0448  USGS QUAD   -  MC DONALD (1976)
 FC0448
 FC0448                         *CURRENT SURVEY CONTROL
 FC0448  ___________________________________________________________________
 FC0448* NAD 83(1986)-  35 05 07.     (N)    084 54 29.     (W)     SCALED    
 FC0448* NAVD 88     -       272.634  (meters)     894.47   (feet)  ADJUSTED  
 FC0448  ___________________________________________________________________
 FC0448  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC0448  DYNAMIC HT  -         272.362 (meters)     893.57  (feet)  COMP
 FC0448  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC0448
 FC0448  VERT ORDER  -  FIRST     CLASS I
 FC0448
 FC0448.The horizontal coordinates were scaled from a topographic map and have
 FC0448.an estimated accuracy of +/- 6 seconds.
 FC0448
 FC0448.The orthometric height was determined by differential leveling
 FC0448.and adjusted by the National Geodetic Survey in June 1991..
 FC0448.WARNING-Repeat measurements at this control monument indicate possible
 FC0448.vertical movement.
 FC0448
 FC0448.The geoid height was determined by GEOID03.
 FC0448
 FC0448.The dynamic height is computed by dividing the NAVD 88
 FC0448.geopotential number by the normal gravity value computed on the
 FC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0448.degrees latitude (g = 980.6199 gals.).
 FC0448
 FC0448.The modeled gravity was interpolated from observed gravity values.
 FC0448
 FC0448;                    North         East    Units  Estimated Accuracy
 FC0448;SPC TN       -    83,990.      699,580.      MT  (+/- 180 meters Scaled)
 FC0448
 FC0448                          SUPERSEDED SURVEY CONTROL
 FC0448
 FC0448  NGVD 29 (??/??/92)  272.631  (m)          894.46   (f) ADJ UNCH    1 1
 FC0448
 FC0448.Superseded values are not recommended for survey control.
 FC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0448.See file dsdata.txt to determine how the superseded data were derived.
 FC0448
 FC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD907845(NAD 83)
 FC0448_MARKER: DD = SURVEY DISK
 FC0448_SETTING: 66 = SET IN ROCK OUTCROP
 FC0448_SP_SET: SET IN ROCK OUTCROP
 FC0448_STAMPING: 894.565 FT MC
 FC0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0448+STABILITY: POSITION/ELEVATION WELL
 FC0448
 FC0448  HISTORY     - Date     Condition        Report By
 FC0448  HISTORY     - UNK      MONUMENTED       USGS
 FC0448  HISTORY     - 1968     POOR             NGS
 FC0448
 FC0448                          STATION DESCRIPTION
 FC0448
 FC0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0448'5.1 MI SW FROM CLEVELAND.
 FC0448'ABOUT 5.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0448'STATION AT CLEVELAND, ABOUT 50 YARDS SOUTHEAST OF AND ACROSS
 FC0448'THE TRACK FROM MILEPOST 5, AT BLUE SPRINGS, 25.9 FEET NORTHEAST
 FC0448'OF BENCH MARK F 256 DESCRIBED, SET VERTICALLY IN THE NORTHWEST
 FC0448'FACE OF THE NORTHEAST END OF A ROCK LEDGE THAT IS ABOUT 30 FEET
 FC0448'LONG BY 5 FEET HIGH AT THE HIGHEST POINT, 139 FEET SOUTHEAST OF
 FC0448'THE SOUTHEAST RAIL, 57 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FC0448'OF A CONCRETE BLOCK HOUSE OVER A LARGE SPRING, 1.3 FEET SOUTHWEST
 FC0448'OF THE NORTHEAST END OF THE ROCK, ABOUT 2 FEET ABOVE THE LEVEL
 FC0448'OF THE GROUND AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 FC0448'NOTE-- THE DISK IS SLIGHTLY BATTERED AND LOOSE, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2560 ***********************************************************************
 AJ2560  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ2560  DESIGNATION -  9
 AJ2560  PID         -  AJ2560
 AJ2560  STATE/COUNTY-  TN/SHELBY
 AJ2560  USGS QUAD   -  DRUMMONDS (1983)
 AJ2560
 AJ2560                         *CURRENT SURVEY CONTROL
 AJ2560  ___________________________________________________________________
 AJ2560* NAD 83(1995)-  35 23 07.02578(N)    089 59 45.36253(W)     ADJUSTED  
 AJ2560* NAVD 88     -       115.60   (meters)     379.3    (feet)  GPS OBS   
 AJ2560  ___________________________________________________________________
 AJ2560  X           -         369.431 (meters)                     COMP
 AJ2560  Y           -  -5,205,863.628 (meters)                     COMP
 AJ2560  Z           -   3,672,850.027 (meters)                     COMP
 AJ2560  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AJ2560  ELLIP HEIGHT-          88.22  (meters)          (05/31/05) GPS OBS
 AJ2560  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ2560
 AJ2560  HORZ ORDER  -  FIRST
 AJ2560  ELLP ORDER  -  FOURTH    CLASS II
 AJ2560
 AJ2560.The horizontal coordinates were established by GPS observations
 AJ2560.and adjusted by the National Geodetic Survey in May 2005..
 AJ2560
 AJ2560.The orthometric height was determined by GPS observations and a
 AJ2560.high-resolution geoid model using precise GPS observation and
 AJ2560.processing techniques.
 AJ2560
 AJ2560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2560
 AJ2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2560
 AJ2560.The ellipsoidal height was determined by GPS observations
 AJ2560.and is referenced to NAD 83.
 AJ2560
 AJ2560.The geoid height was determined by GEOID03.
 AJ2560
 AJ2560;                    North         East     Units Scale Factor Converg.
 AJ2560;SPC TN       -   124,124.483   237,045.136   MT  0.99997888   -2 20 21.8
 AJ2560;SPC TN       -   407,231.74    777,705.58   sFT  0.99997888   -2 20 21.8
 AJ2560;UTM  16      - 3,919,893.298   227,862.515   MT  1.00051277   -1 44 09.3
 AJ2560;UTM  15      - 3,919,915.722   772,876.378   MT  1.00051773   +1 44 26.3
 AJ2560
 AJ2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2560!SPC TN       -   0.99998615  x   0.99997888  =   0.99996503
 AJ2560!UTM  16      -   0.99998615  x   1.00051277  =   1.00049892
 AJ2560!UTM  15      -   0.99998615  x   1.00051773  =   1.00050388
 AJ2560
 AJ2560                          SUPERSEDED SURVEY CONTROL
 AJ2560
 AJ2560  NAD 83(1995)-  35 23 07.02509(N)    089 59 45.36283(W) AD(       ) 1
 AJ2560  ELLIP H (04/26/01)   88.25   (m)                       GP(       ) 4 1
 AJ2560
 AJ2560.Superseded values are not recommended for survey control.
 AJ2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2560.See file dsdata.txt to determine how the superseded data were derived.
 AJ2560
 AJ2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2786319893(NAD 83)
 AJ2560_MARKER: DD = SURVEY DISK
 AJ2560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2560+WITH SETTING: INFORMATION.
 AJ2560_STAMPING: 009
 AJ2560_MARK LOGO: MLGW  
 AJ2560_PROJECTION: FLUSH
 AJ2560_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2560+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 AJ2560_ROD/PIPE-DEPTH: 0.8  meters
 AJ2560
 AJ2560  HISTORY     - Date     Condition        Report By
 AJ2560  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2560  HISTORY     - 20030416 GOOD             USACE
 AJ2560  HISTORY     - 20030703 GOOD             EMCINC
 AJ2560
 AJ2560                          STATION DESCRIPTION
 AJ2560
 AJ2560'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2560'THE STATION IS LOCATED IN NORTHWEST SHELBY COUNTY APPROXIMATELY 1.00
 AJ2560'MILE (1.61 KM) EAST OF MEEMAN-SHELBY FOREST STATE PARK.
 AJ2560'TO REACH THE STATION FROM THE INTERSECTION OF HERRING HILL ROAD AND
 AJ2560'SHELBY-TIPTON COUNTY LINE PROCEED SOUTH ON HERRING HILL ROAD
 AJ2560'APPROXIMATELY 0.75 MILE (1.21 KM) TO T-INTERSECTION, RIVERBLUFF ROAD
 AJ2560'TO WEST, HERRING HILL ROAD TO EAST.  THE STATION IS ON THE LEFT.
 AJ2560'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2560'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2560'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 131.00 FEET (39.93 M)
 AJ2560'WEST OF A WOOD POWER POLE NO.  15053, 111.00 FEET (33.83 M) EAST OF
 AJ2560'THE CENTERLINE OF HERRING HILL ROAD TO NORTH, 136.00 FEET (41.45 M)
 AJ2560'NORTHWEST OF A 26 INCH OAK TREE, 107.00 FEET (32.61 M) WEST OF WEST
 AJ2560'END OF HOUSE AT 2039 HERRING HILL ROAD, 60.00 FEET (18.29 M) WEST OF A
 AJ2560'24INCH PINE TREE, 40.00 FEET (12.19 M) NORTHWEST OF THE NORTHEAST
 AJ2560'CORNER OF A BARBEDWIRE FENCE ON THE SOUTH SIDE OF HERRING HILL ROAD,
 AJ2560'21.50 FEET (6.55 M) NORTH OF THE CENTERLINE OF HERRING HILL ROAD.  THE
 AJ2560'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2560
 AJ2560                          STATION RECOVERY (2003)
 AJ2560
 AJ2560'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 AJ2560'RECOVERED IN GOOD CONDITION.
 AJ2560
 AJ2560                          STATION RECOVERY (2003)
 AJ2560
 AJ2560'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 AJ2560'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2540 ***********************************************************************
 GC2540  DESIGNATION -  9 26 7
 GC2540  PID         -  GC2540
 GC2540  STATE/COUNTY-  TN/WILLIAMSON
 GC2540  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC2540
 GC2540                         *CURRENT SURVEY CONTROL
 GC2540  ___________________________________________________________________
 GC2540* NAD 83(1995)-  36 00 02.14805(N)    087 03 53.59448(W)     ADJUSTED  
 GC2540* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 GC2540  ___________________________________________________________________
 GC2540  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GC2540  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC2540
 GC2540  HORZ ORDER  -  SECOND
 GC2540
 GC2540.The horizontal coordinates were established by classical geodetic methods
 GC2540.and adjusted by the National Geodetic Survey in April 1999..
 GC2540
 GC2540.The orthometric height was scaled from a topographic map.
 GC2540
 GC2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2540
 GC2540.The geoid height was determined by GEOID03.
 GC2540
 GC2540;                    North         East     Units Scale Factor Converg.
 GC2540;SPC TN       -   185,503.972   503,992.997   MT  0.99995261   -0 37 24.3
 GC2540;SPC TN       -   608,607.61  1,653,517.02   sFT  0.99995261   -0 37 24.3
 GC2540;UTM  16      - 3,984,016.580   494,151.901   MT  0.99960042   -0 02 17.3
 GC2540
 GC2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2540!SPC TN       -   0.99996356  x   0.99995261  =   0.99991617
 GC2540!UTM  16      -   0.99996356  x   0.99960042  =   0.99956399
 GC2540
 GC2540                          SUPERSEDED SURVEY CONTROL
 GC2540
 GC2540  NAD 83(1995)-  36 00 02.15026(N)    087 03 53.59764(W) AD(       ) 2
 GC2540  NAD 83(1995)-  36 00 02.15028(N)    087 03 53.59720(W) AD(       ) 2
 GC2540  NAD 83(1986)-  36 00 02.15879(N)    087 03 53.59784(W) AD(       ) 2
 GC2540  NAD 27      -  36 00 01.93300(N)    087 03 53.58100(W) AD(       ) 2
 GC2540
 GC2540.Superseded values are not recommended for survey control.
 GC2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2540.See file dsdata.txt to determine how the superseded data were derived.
 GC2540
 GC2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9415284017(NAD 83)
 GC2540_MARKER: DD = SURVEY DISK
 GC2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2540_MARK LOGO: TNDG  
 GC2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2540+STABILITY: SURFACE MOTION
 GC2540
 GC2540  HISTORY     - Date     Condition        Report By
 GC2540  HISTORY     - 1953     MONUMENTED       TNGS
 GC2540
 GC2540                          STATION DESCRIPTION
 GC2540
 GC2540'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1953
 GC2540'SEE STATION MARYMOUNT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2611 ***********************************************************************
 AJ2611  DESIGNATION -  90
 AJ2611  PID         -  AJ2611
 AJ2611  STATE/COUNTY-  TN/SHELBY
 AJ2611  USGS QUAD   -  EADS (1983)
 AJ2611
 AJ2611                         *CURRENT SURVEY CONTROL
 AJ2611  ___________________________________________________________________
 AJ2611* NAD 83(1995)-  35 11 14.36466(N)    089 38 49.27223(W)     ADJUSTED  
 AJ2611* NAVD 88     -       113.1    (meters)     371.     (feet)  GPS OBS   
 AJ2611  ___________________________________________________________________
 AJ2611  X           -      32,149.513 (meters)                     COMP
 AJ2611  Y           -  -5,218,449.853 (meters)                     COMP
 AJ2611  Z           -   3,654,920.431 (meters)                     COMP
 AJ2611  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AJ2611  ELLIP HEIGHT-          85.62  (meters)          (04/26/01) GPS OBS
 AJ2611  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AJ2611
 AJ2611  HORZ ORDER  -  FIRST
 AJ2611  ELLP ORDER  -  FOURTH    CLASS I
 AJ2611
 AJ2611.The horizontal coordinates were established by GPS observations
 AJ2611.and adjusted by the National Geodetic Survey in April 2001..
 AJ2611
 AJ2611.The orthometric height was determined by GPS observations and a
 AJ2611.high-resolution geoid model.
 AJ2611
 AJ2611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2611
 AJ2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2611
 AJ2611.The ellipsoidal height was determined by GPS observations
 AJ2611.and is referenced to NAD 83.
 AJ2611
 AJ2611.The geoid height was determined by GEOID03.
 AJ2611
 AJ2611;                    North         East     Units Scale Factor Converg.
 AJ2611;SPC TN       -   100,939.339   267,903.733   MT  1.00001165   -2 08 06.4
 AJ2611;SPC TN       -   331,165.15    878,947.50   sFT  1.00001165   -2 08 06.4
 AJ2611;UTM  16      - 3,897,026.489   258,977.769   MT  1.00031599   -1 31 33.9
 AJ2611
 AJ2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2611!SPC TN       -   0.99998656  x   1.00001165  =   0.99999821
 AJ2611!UTM  16      -   0.99998656  x   1.00031599  =   1.00030255
 AJ2611
 AJ2611                          SUPERSEDED SURVEY CONTROL
 AJ2611
 AJ2611.No superseded survey control is available for this station.
 AJ2611
 AJ2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5897897026(NAD 83)
 AJ2611_MARKER: DD = SURVEY DISK
 AJ2611_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2611+WITH SETTING: INFORMATION.
 AJ2611_STAMPING: 090
 AJ2611_MARK LOGO: MLGW  
 AJ2611_PROJECTION: FLUSH
 AJ2611_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2611+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2611_ROD/PIPE-DEPTH:  0.8 meters
 AJ2611
 AJ2611  HISTORY     - Date     Condition        Report By
 AJ2611  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2611
 AJ2611                          STATION DESCRIPTION
 AJ2611
 AJ2611'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2611'THE STATION IS LOCATED IN EASTERN SHELBY COUNTY APPROXIMATELY 1.10
 AJ2611'MILE (1.77 KM) SOUTHEAST OF ARLINGTON TENNESSEE CITY LIMITS AT THE
 AJ2611'SHELBY-FAYETTE COUNTY LINE.
 AJ2611'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2611'ROAD AND GEORGE R JAMES ROAD PROCEED EAST ON GEORGE R JAMES ROAD FOR
 AJ2611'APPROXIMATELY 0.85 MILES (1.37 KM) TO A 90 DEGREE TURN NORTH IN GEORGE
 AJ2611'R.  JAMES ROAD, CONTINUE NORTH FOR 0.40 MILES (0.64 KM) TO COBURN
 AJ2611'ROAD.  THE STATION IS ON THE LEFT.
 AJ2611'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2611'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2611'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 74.30 FEET (22.65 M)
 AJ2611'SOUTHWEST OF A WOOD POWER POLE NO.  181075, 48.00 FEET (14.63 M)
 AJ2611'SOUTHWEST OF A RR SPIKE AT THE INTERSECTION, 46.40 FEET (14.14 M) WEST
 AJ2611'OF A FIRE HYDRANT, 43.40 FEET (13.23 M) SOUTHWEST OF A WATER VALUE,
 AJ2611'40.00 FEET (12.19 M) SOUTH OF THE CENTERLINE OF COBURN ROAD, 27.00
 AJ2611'FEET (8.23 M) WEST OF THE CENTERLINE OF GEORGE R JAMES ROAD. THE CAP
 AJ2611'AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3722 ***********************************************************************
 DH3722  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3722  DESIGNATION -  9000N01
 DH3722  PID         -  DH3722
 DH3722  STATE/COUNTY-  TN/SHELBY
 DH3722  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 DH3722
 DH3722                         *CURRENT SURVEY CONTROL
 DH3722  ___________________________________________________________________
 DH3722* NAD 83(1995)-  35 03 44.35232(N)    090 00 01.07597(W)     ADJUSTED  
 DH3722* NAVD 88     -        73.46   (meters)     241.0    (feet)  GPS OBS   
 DH3722  ___________________________________________________________________
 DH3722  X           -         -27.264 (meters)                     COMP
 DH3722  Y           -  -5,226,495.850 (meters)                     COMP
 DH3722  Z           -   3,643,554.727 (meters)                     COMP
 DH3722  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DH3722  ELLIP HEIGHT-          46.08  (meters)          (05/31/05) GPS OBS
 DH3722  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DH3722
 DH3722  HORZ ORDER  -  FIRST
 DH3722  ELLP ORDER  -  FOURTH    CLASS II
 DH3722
 DH3722.The horizontal coordinates were established by GPS observations
 DH3722.and adjusted by the National Geodetic Survey in May 2005..
 DH3722
 DH3722.The orthometric height was determined by GPS observations and a
 DH3722.high-resolution geoid model using precise GPS observation and
 DH3722.processing techniques.
 DH3722
 DH3722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3722
 DH3722.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3722
 DH3722.The ellipsoidal height was determined by GPS observations
 DH3722.and is referenced to NAD 83.
 DH3722
 DH3722.The geoid height was determined by GEOID03.
 DH3722
 DH3722;                    North         East     Units Scale Factor Converg.
 DH3722;SPC TN       -    88,339.160   235,184.710   MT  1.00003842   -2 20 31.0
 DH3722;SPC TN       -   289,826.06    771,601.84   sFT  1.00003842   -2 20 31.0
 DH3722;UTM  15      - 3,884,070.223   773,562.823   MT  1.00052242   +1 43 27.5
 DH3722;UTM  16      - 3,884,071.865   226,382.646   MT  1.00052279   -1 43 28.7
 DH3722
 DH3722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3722!SPC TN       -   0.99999277  x   1.00003842  =   1.00003119
 DH3722!UTM  15      -   0.99999277  x   1.00052242  =   1.00051518
 DH3722!UTM  16      -   0.99999277  x   1.00052279  =   1.00051555
 DH3722
 DH3722                          SUPERSEDED SURVEY CONTROL
 DH3722
 DH3722.No superseded survey control is available for this station.
 DH3722
 DH3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7356384070(NAD 83)
 DH3722_MARKER: DD = SURVEY DISK
 DH3722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3722_STAMPING: 9000N01 2003
 DH3722_MARK LOGO: USACE 
 DH3722_PROJECTION: RECESSED 8 CENTIMETERS
 DH3722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3722+STABILITY: SURFACE MOTION
 DH3722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3722+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DH3722
 DH3722  HISTORY     - Date     Condition        Report By
 DH3722  HISTORY     - 20030428 MONUMENTED       USACE
 DH3722  HISTORY     - 20030702 GOOD             EMCINC
 DH3722
 DH3722                          STATION DESCRIPTION
 DH3722
 DH3722'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3722'TO REACH THE MARK FROM THE AIRWAYS BOULEVARD (EXIT 23) EXIT OVER
 DH3722'INTERSTATE 240 IN  MEMPHIS, TENNESSEE, PROCEED SOUTH ALONG AIRWAYS
 DH3722'BOULEVARD FOR 1.1 MILES TO ITS  INTERSECTION WITH BROOKS ROAD. TURN
 DH3722'RIGHT AND PROCEED WEST ALONG BROOKS ROAD FOR  0.5 MILES TO A PAVED
 DH3722'ROAD LEADING NORTH AT THE EAST END OF A LARGE BRICK BUILDING AT 1878
 DH3722'BROOKS ROAD. TURN RIGHT AND PROCEED NORTH ALONG PAVED ROAD FOR 0.15
 DH3722'MILES TO THE  MARK ON THE RIGHT AT AN OFFSET IN A CHAINLINK FENCE.
 DH3722'MARK IS LOCATED 12.2 FEET EAST OF  EAST CURB OF PAVED DRIVE, 3.0 FEET
 DH3722'WEST OF CHAINLINK FENCE, 4.1 FEET SOUTH OF A CHAINLINK  FENCE AND 10.2
 DH3722'FEET NORTHEAST OF A POWER POLE. . A MEMPHIS CORPS OF ENGINEERS
 DH3722'ALUMINUM  MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN
 DH3722'ACCESS COVER. DISK AND  ACCESS COVER STAMPED 9000N01 2003. DISK IS
 DH3722'RECESSED 8 CENTIMETERS BELOW ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3716 ***********************************************************************
 DH3716  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3716  DESIGNATION -  9000N05
 DH3716  PID         -  DH3716
 DH3716  STATE/COUNTY-  TN/SHELBY
 DH3716  USGS QUAD   -  MILLINGTON (1997)
 DH3716
 DH3716                         *CURRENT SURVEY CONTROL
 DH3716  ___________________________________________________________________
 DH3716* NAD 83(1995)-  35 18 45.41502(N)    089 59 34.29543(W)     ADJUSTED  
 DH3716* NAVD 88     -        77.47   (meters)     254.2    (feet)  GPS OBS   
 DH3716  ___________________________________________________________________
 DH3716  X           -         649.328 (meters)                     COMP
 DH3716  Y           -  -5,210,497.176 (meters)                     COMP
 DH3716  Z           -   3,666,251.816 (meters)                     COMP
 DH3716  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DH3716  ELLIP HEIGHT-          50.14  (meters)          (05/31/05) GPS OBS
 DH3716  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DH3716
 DH3716  HORZ ORDER  -  FIRST
 DH3716  ELLP ORDER  -  FOURTH    CLASS II
 DH3716
 DH3716.The horizontal coordinates were established by GPS observations
 DH3716.and adjusted by the National Geodetic Survey in May 2005..
 DH3716
 DH3716.The orthometric height was determined by GPS observations and a
 DH3716.high-resolution geoid model using precise GPS observation and
 DH3716.processing techniques.
 DH3716
 DH3716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3716
 DH3716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3716
 DH3716.The ellipsoidal height was determined by GPS observations
 DH3716.and is referenced to NAD 83.
 DH3716
 DH3716.The geoid height was determined by GEOID03.
 DH3716
 DH3716;                    North         East     Units Scale Factor Converg.
 DH3716;SPC TN       -   116,057.445   236,995.373   MT  0.99998954   -2 20 15.3
 DH3716;SPC TN       -   380,765.13    777,542.32   sFT  0.99998954   -2 20 15.3
 DH3716;UTM  16      - 3,911,821.920   227,897.952   MT  1.00051255   -1 43 51.8
 DH3716;UTM  15      - 3,911,861.264   773,400.770   MT  1.00052128   +1 44 21.5
 DH3716
 DH3716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3716!SPC TN       -   0.99999213  x   0.99998954  =   0.99998167
 DH3716!UTM  16      -   0.99999213  x   1.00051255  =   1.00050468
 DH3716!UTM  15      -   0.99999213  x   1.00052128  =   1.00051341
 DH3716
 DH3716                          SUPERSEDED SURVEY CONTROL
 DH3716
 DH3716.No superseded survey control is available for this station.
 DH3716
 DH3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2789811822(NAD 83)
 DH3716_MARKER: DD = SURVEY DISK
 DH3716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3716_STAMPING: 9000N05 2003
 DH3716_MARK LOGO: USACE 
 DH3716_PROJECTION: RECESSED 10 CENTIMETERS
 DH3716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3716+STABILITY: SURFACE MOTION
 DH3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3716+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DH3716
 DH3716  HISTORY     - Date     Condition        Report By
 DH3716  HISTORY     - 20030428 MONUMENTED       USACE
 DH3716  HISTORY     - 20030702 GOOD             EMCINC
 DH3716
 DH3716                          STATION DESCRIPTION
 DH3716
 DH3716'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3716'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND RUST
 DH3716'ROAD  APPROXIMATELY 6.0 MILES SOUTHWEST OF MILLINGTON, TENNESSEE,
 DH3716'PROCEED WEST ALONG RUST  ROAD FOR 0.25 MILES TO ITS JUNCTION WITH
 DH3716'WOODSTOCK-CUBA ROAD ON THE RIGHT. TURN RIGHT  ON WOODSTOCK-CUBA ROAD
 DH3716'AND PROCEED NORTHWEST FOR 2.4 MILES TO A GRAVEL DRIVEWAY  LEADING TO A
 DH3716'FRAME HOUSE AT 6819 WOODSTOCK-CUBA ROAD AND THE MARK ON THE LEFT. MARK
 DH3716'IS  LOCATED 22.8 FEET WEST OF WOODSTOCK-CUBA ROAD, 9.0 FEET NORTH OF
 DH3716'THE CENTERLINE OF A  GRAVEL DRIVEWAY LEADING TO 6819 WOODSTOCK-CUBA
 DH3716'ROAD AND 1.0 FEET EAST OF A 6-INCH BY  6-INCH WOODEN FENCE CORNER
 DH3716'POST. A MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED  DISK ATTACHED
 DH3716'TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER
 DH3716'STAMPED 9000N05 2003. DISK IS RECESSED 10 CENTIMETERS UNDER ACCESS
 DH3716'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3717 ***********************************************************************
 DH3717  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3717  DESIGNATION -  9000N07
 DH3717  PID         -  DH3717
 DH3717  STATE/COUNTY-  TN/TIPTON
 DH3717  USGS QUAD   -  DRUMMONDS (1983)
 DH3717
 DH3717                         *CURRENT SURVEY CONTROL
 DH3717  ___________________________________________________________________
 DH3717* NAD 83(1995)-  35 26 47.17967(N)    089 57 45.63727(W)     ADJUSTED  
 DH3717* NAVD 88     -        74.12   (meters)     243.2    (feet)  GPS OBS   
 DH3717  ___________________________________________________________________
 DH3717  X           -       3,388.562 (meters)                     COMP
 DH3717  Y           -  -5,201,896.773 (meters)                     COMP
 DH3717  Z           -   3,678,355.518 (meters)                     COMP
 DH3717  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 DH3717  ELLIP HEIGHT-          46.72  (meters)          (05/31/05) GPS OBS
 DH3717  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DH3717
 DH3717  HORZ ORDER  -  FIRST
 DH3717  ELLP ORDER  -  FOURTH    CLASS II
 DH3717
 DH3717.The horizontal coordinates were established by GPS observations
 DH3717.and adjusted by the National Geodetic Survey in May 2005..
 DH3717
 DH3717.The orthometric height was determined by GPS observations and a
 DH3717.high-resolution geoid model using precise GPS observation and
 DH3717.processing techniques.
 DH3717
 DH3717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3717
 DH3717.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3717
 DH3717.The ellipsoidal height was determined by GPS observations
 DH3717.and is referenced to NAD 83.
 DH3717
 DH3717.The geoid height was determined by GEOID03.
 DH3717
 DH3717;                    North         East     Units Scale Factor Converg.
 DH3717;SPC TN       -   130,780.839   240,338.887   MT  0.99997115   -2 19 11.7
 DH3717;SPC TN       -   429,070.14    788,511.83   sFT  0.99997115   -2 19 11.7
 DH3717;UTM  16      - 3,926,587.423   231,087.839   MT  1.00049125   -1 43 09.2
 DH3717;UTM  15      - 3,926,793.414   775,689.590   MT  1.00053675   +1 45 45.3
 DH3717
 DH3717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3717!SPC TN       -   0.99999267  x   0.99997115  =   0.99996382
 DH3717!UTM  16      -   0.99999267  x   1.00049125  =   1.00048391
 DH3717!UTM  15      -   0.99999267  x   1.00053675  =   1.00052941
 DH3717
 DH3717                          SUPERSEDED SURVEY CONTROL
 DH3717
 DH3717.No superseded survey control is available for this station.
 DH3717
 DH3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3108826587(NAD 83)
 DH3717_MARKER: DD = SURVEY DISK
 DH3717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3717_STAMPING: 9000N07 2003
 DH3717_MARK LOGO: USACE 
 DH3717_PROJECTION: RECESSED 8 CENTIMETERS
 DH3717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3717+STABILITY: SURFACE MOTION
 DH3717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3717+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 DH3717
 DH3717  HISTORY     - Date     Condition        Report By
 DH3717  HISTORY     - 20030428 MONUMENTED       USACE
 DH3717  HISTORY     - 20030703 GOOD             EMCINC
 DH3717
 DH3717                          STATION DESCRIPTION
 DH3717
 DH3717'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3717'TO REACH THE MARK FROM THE SHELBY COUNTY-TIPTON COUNTY LINE ON U.S.
 DH3717'HIGHWAY 51,  PROCEED NORTHEAST ALONG HIGHWAY 51 FOR 0.4 MILES TO ITS
 DH3717'JUNCTION WITH SIMMONS ROAD ON  THE LEFT. TURN LEFT AND PROCEED WEST
 DH3717'THEN NORTH ALONG SIMMONS ROAD FOR 4.25 MILES TO  ITS JUNCTION WITH
 DH3717'QUITO ROAD ON THE LEFT. TURN LEFT AND PROCEED WEST ON QUITO ROAD FOR
 DH3717'1.2 MILES TO ITS JUNCTION WITH QUITO-DRUMMONDS ROAD. TURN RIGHT AND
 DH3717'PROCEED  NORTHWEST THEN NORTHEAST ALONG QUITO-DRUMMONDS ROAD FOR 1.5
 DH3717'MILES TO ITS JUNCTION  WITH BLUFF ROAD ON THE LEFT. TURN LEFT AND
 DH3717'PROCEED NORTHWEST ALONG BLUFF ROAD FOR 1.8  MILES TO ITS JUNCTION WITH
 DH3717'PRYOR ROAD. TURN LEFT AND PROCEED SOUTH ALONG PRYOR ROAD  FOR 0.1
 DH3717'MILES TO THE MARK ON THE RIGHT. MARK IS LOCATED 24.3 FEET WEST OF THE
 DH3717'CENTERLINE  OF BLUFF ROAD, 20.1 FEET SOUTH OF A GRAVEL FIELD ENTRY
 DH3717'CENTERLINE AND 2.5 FEET SOUTH OF A  12-INCH ROUND WOODEN GATE POST. A
 DH3717'MEMPHIS CORPS OF ENGINEERS ALUMINUM MAGNETIZED  DISK ATTACHED TO A
 DH3717'7-FOOT ALUMINUM ROD UNDER AN ACCESS COVER. DISK AND ACCESS COVER
 DH3717'STAMPED 9000N07 2003. DISK IS RECESSED 8 CENTIMETERS BELOW ACCESS
 DH3717'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2072 ***********************************************************************
 FB2072  DESIGNATION -  900.8
 FB2072  PID         -  FB2072
 FB2072  STATE/COUNTY-  TN/KNOX
 FB2072  USGS QUAD   -  KNOXVILLE (1978)
 FB2072
 FB2072                         *CURRENT SURVEY CONTROL
 FB2072  ___________________________________________________________________
 FB2072* NAD 83(1986)-  35 56 12.     (N)    083 54 34.     (W)     SCALED    
 FB2072* NAVD 88     -       274.35   (+/-2cm)     900.1    (feet)  VERTCON   
 FB2072  ___________________________________________________________________
 FB2072  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB2072
 FB2072  VERT ORDER  -  ? (See Below)
 FB2072
 FB2072.The horizontal coordinates were scaled from a topographic map and have
 FB2072.an estimated accuracy of +/- 6 seconds.
 FB2072
 FB2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2072.The vertical order pertains to the NGVD 29 superseded value.
 FB2072
 FB2072.The geoid height was determined by GEOID03.
 FB2072
 FB2072;                    North         East    Units  Estimated Accuracy
 FB2072;SPC TN       -   179,900.      788,620.      MT  (+/- 180 meters Scaled)
 FB2072
 FB2072                          SUPERSEDED SURVEY CONTROL
 FB2072
 FB2072  NGVD 29 (??/??/92)  274.487  (m)          900.55   (f) ADJ UNCH    ?  
 FB2072
 FB2072.Superseded values are not recommended for survey control.
 FB2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2072.See file dsdata.txt to determine how the superseded data were derived.
 FB2072
 FB2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV375808(NAD 83)
 FB2072_MARKER: Q = CHISELED SQUARE
 FB2072_SETTING: 66 = SET IN ROCK OUTCROP
 FB2072_SP_SET: ROCK OUTCROP
 FB2072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2072+STABILITY: POSITION/ELEVATION WELL
 FB2072
 FB2072  HISTORY     - Date     Condition        Report By
 FB2072  HISTORY     - UNK      MONUMENTED       USGS
 FB2072  HISTORY     - 1936     GOOD             USGS
 FB2072  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB2072
 FB2072                          STATION DESCRIPTION
 FB2072
 FB2072'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2072'0.5 MI NE FROM VESTAL.
 FB2072'0.5 MILE NORTHEAST OF THE METHODIST CHURCH AT VESTAL, KNOX COUNTY,
 FB2072'125 FEET SOUTHWEST OF A ROAD INTERSECTION, 10 FEET NORTHWEST OF
 FB2072'THE ROAD, AND ON THE TOP OF A ROCK OUTCROP.  A CHISELED SQUARE,
 FB2072'PAINTED USBM 900.8.
 FB2072
 FB2072                          STATION RECOVERY (2001)
 FB2072
 FB2072'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1857 ***********************************************************************
 FB1857  DESIGNATION -  904.0
 FB1857  PID         -  FB1857
 FB1857  STATE/COUNTY-  TN/KNOX
 FB1857  USGS QUAD   -  SHOOKS GAP (1987)
 FB1857
 FB1857                         *CURRENT SURVEY CONTROL
 FB1857  ___________________________________________________________________
 FB1857* NAD 83(1986)-  35 58 35.     (N)    083 50 42.     (W)     SCALED    
 FB1857* NAVD 88     -       275.27   (+/-2cm)     903.1    (feet)  VERTCON   
 FB1857  ___________________________________________________________________
 FB1857  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1857
 FB1857  VERT ORDER  -  ? (See Below)
 FB1857
 FB1857.The horizontal coordinates were scaled from a topographic map and have
 FB1857.an estimated accuracy of +/- 6 seconds.
 FB1857
 FB1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1857.The vertical order pertains to the NGVD 29 superseded value.
 FB1857
 FB1857.The geoid height was determined by GEOID03.
 FB1857
 FB1857;                    North         East    Units  Estimated Accuracy
 FB1857;SPC TN       -   184,440.      794,340.      MT  (+/- 180 meters Scaled)
 FB1857
 FB1857                          SUPERSEDED SURVEY CONTROL
 FB1857
 FB1857  NGVD 29 (??/??/92)  275.416  (m)          903.59   (f) ADJ UNCH    ?  
 FB1857
 FB1857.Superseded values are not recommended for survey control.
 FB1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1857.See file dsdata.txt to determine how the superseded data were derived.
 FB1857
 FB1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV434850(NAD 83)
 FB1857_MARKER: Q = CHISELED SQUARE
 FB1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1857_SP_SET: CONCRETE BLOCK
 FB1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1857
 FB1857  HISTORY     - Date     Condition        Report By
 FB1857  HISTORY     - UNK      MONUMENTED       USGS
 FB1857  HISTORY     - 1936     GOOD             USGS
 FB1857
 FB1857                          STATION DESCRIPTION
 FB1857
 FB1857'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1857'1.3 MI N FROM KNOXVILLE.
 FB1857'IN KNOX COUNTY, 1.3 MILES NORTH ALONG OLD DANDRIDGE PIKE FROM THE
 FB1857'EAST APPROACH OF THE SOUTHERN RAILWAY BRIDGE OVER HOLSTON RIVER,
 FB1857'100 FEET SOUTH-SOUTHEAST OF THE JUNCTION OF THE STRAW PLAINS ROAD
 FB1857'AND THORN GROVE PIKE, IN THE WYE OF THE ROADS, 19 FEET NORTH OF
 FB1857'THE NORTH SIDE OF THE CLAY MYERS STORE, AND AT THE NORTH END
 FB1857'OF A LARGE CONCRETE BLOCK.  A CHISELED SQUARE, PAINTED USBM 904.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2078 ***********************************************************************
 FB2078  DESIGNATION -  906.5
 FB2078  PID         -  FB2078
 FB2078  STATE/COUNTY-  TN/KNOX
 FB2078  USGS QUAD   -  KNOXVILLE (1978)
 FB2078
 FB2078                         *CURRENT SURVEY CONTROL
 FB2078  ___________________________________________________________________
 FB2078* NAD 83(1986)-  35 57 20.     (N)    083 52 55.     (W)     SCALED    
 FB2078* NAVD 88     -       276.08   (+/-2cm)     905.8    (feet)  VERTCON   
 FB2078  ___________________________________________________________________
 FB2078  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2078
 FB2078  VERT ORDER  -  ? (See Below)
 FB2078
 FB2078.The horizontal coordinates were scaled from a topographic map and have
 FB2078.an estimated accuracy of +/- 6 seconds.
 FB2078
 FB2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2078.The vertical order pertains to the NGVD 29 superseded value.
 FB2078
 FB2078.The geoid height was determined by GEOID03.
 FB2078
 FB2078;                    North         East    Units  Estimated Accuracy
 FB2078;SPC TN       -   182,050.      791,050.      MT  (+/- 180 meters Scaled)
 FB2078
 FB2078                          SUPERSEDED SURVEY CONTROL
 FB2078
 FB2078  NGVD 29 (??/??/92)  276.220  (m)          906.23   (f) ADJ UNCH    ?  
 FB2078
 FB2078.Superseded values are not recommended for survey control.
 FB2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2078.See file dsdata.txt to determine how the superseded data were derived.
 FB2078
 FB2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV400828(NAD 83)
 FB2078_MARKER: N = NAIL
 FB2078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2078_SP_SET: TREE
 FB2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2078
 FB2078  HISTORY     - Date     Condition        Report By
 FB2078  HISTORY     - UNK      MONUMENTED       USGS
 FB2078  HISTORY     - 1936     GOOD             USGS
 FB2078
 FB2078                          STATION DESCRIPTION
 FB2078
 FB2078'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2078'3.2 MI E FROM KNOXVILLE.
 FB2078'3.2 MILES EAST OF THE UNIVERSITY OF TENNESSEE AT KNOXVILLE, 87
 FB2078'FEET NORTH AND 37 FEET EAST OF THE JUNCTION OF ISLAND HOME PIKE
 FB2078'AND ISLAND HOME BOULEVARD, AT THE END OF THE STREET-CAR LINE,
 FB2078'AT A 40-INCH OAK TREE, AND IN THE ROOT OF THE SOUTHWEST SIDE OF
 FB2078'THE TREE.  A COPPER NAIL AND WASHER, PAINTED USBM 906.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2079 ***********************************************************************
 FB2079  DESIGNATION -  909.9
 FB2079  PID         -  FB2079
 FB2079  STATE/COUNTY-  TN/KNOX
 FB2079  USGS QUAD   -  SHOOKS GAP (1987)
 FB2079
 FB2079                         *CURRENT SURVEY CONTROL
 FB2079  ___________________________________________________________________
 FB2079* NAD 83(1986)-  35 57 18.     (N)    083 52 14.     (W)     SCALED    
 FB2079* NAVD 88     -       277.11   (+/-2cm)     909.2    (feet)  VERTCON   
 FB2079  ___________________________________________________________________
 FB2079  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2079
 FB2079  VERT ORDER  -  ? (See Below)
 FB2079
 FB2079.The horizontal coordinates were scaled from a topographic map and have
 FB2079.an estimated accuracy of +/- 6 seconds.
 FB2079
 FB2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2079.The vertical order pertains to the NGVD 29 superseded value.
 FB2079
 FB2079.The geoid height was determined by GEOID03.
 FB2079
 FB2079;                    North         East    Units  Estimated Accuracy
 FB2079;SPC TN       -   182,010.      792,080.      MT  (+/- 180 meters Scaled)
 FB2079
 FB2079                          SUPERSEDED SURVEY CONTROL
 FB2079
 FB2079  NGVD 29 (??/??/92)  277.249  (m)          909.61   (f) ADJ UNCH    ?  
 FB2079
 FB2079.Superseded values are not recommended for survey control.
 FB2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2079.See file dsdata.txt to determine how the superseded data were derived.
 FB2079
 FB2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV411827(NAD 83)
 FB2079_MARKER: N = NAIL
 FB2079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2079_SP_SET: TREE
 FB2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2079
 FB2079  HISTORY     - Date     Condition        Report By
 FB2079  HISTORY     - UNK      MONUMENTED       USGS
 FB2079  HISTORY     - 1936     GOOD             USGS
 FB2079
 FB2079                          STATION DESCRIPTION
 FB2079
 FB2079'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2079'3.9 MI E FROM KNOXVILLE.
 FB2079'3.9 MILES EAST OF THE UNIVERSITY OF TENNESSEE AT KNOXVILLE, 20
 FB2079'FEET NORTHEAST OF ISLAND HOME PIKE, AT A TWIN ELM TREE, 5.5 FEET
 FB2079'WEST OF THE TRUNK, AND IN THE ROOT.  A COPPER NAIL AND WASHER,
 FB2079'PAINTED USBM 909.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2612 ***********************************************************************
 AJ2612  DESIGNATION -  91
 AJ2612  PID         -  AJ2612
 AJ2612  STATE/COUNTY-  TN/SHELBY
 AJ2612  USGS QUAD   -  EADS (1983)
 AJ2612
 AJ2612                         *CURRENT SURVEY CONTROL
 AJ2612  ___________________________________________________________________
 AJ2612* NAD 83(1995)-  35 09 26.15890(N)    089 39 05.70085(W)     ADJUSTED  
 AJ2612* NAVD 88     -       119.7    (meters)     393.     (feet)  GPS OBS   
 AJ2612  ___________________________________________________________________
 AJ2612  X           -      31,745.586 (meters)                     COMP
 AJ2612  Y           -  -5,220,378.635 (meters)                     COMP
 AJ2612  Z           -   3,652,198.348 (meters)                     COMP
 AJ2612  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AJ2612  ELLIP HEIGHT-          92.18  (meters)          (04/26/01) GPS OBS
 AJ2612  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ2612
 AJ2612  HORZ ORDER  -  FIRST
 AJ2612  ELLP ORDER  -  FOURTH    CLASS I
 AJ2612
 AJ2612.The horizontal coordinates were established by GPS observations
 AJ2612.and adjusted by the National Geodetic Survey in April 2001..
 AJ2612
 AJ2612.The orthometric height was determined by GPS observations and a
 AJ2612.high-resolution geoid model.
 AJ2612
 AJ2612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2612
 AJ2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2612
 AJ2612.The ellipsoidal height was determined by GPS observations
 AJ2612.and is referenced to NAD 83.
 AJ2612
 AJ2612.The geoid height was determined by GEOID03.
 AJ2612
 AJ2612;                    North         East     Units Scale Factor Converg.
 AJ2612;SPC TN       -    97,622.453   267,363.981   MT  1.00001766   -2 08 16.0
 AJ2612;SPC TN       -   320,283.00    877,176.66   sFT  1.00001766   -2 08 16.0
 AJ2612;UTM  16      - 3,893,703.042   258,473.185   MT  1.00031899   -1 31 39.3
 AJ2612
 AJ2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2612!SPC TN       -   0.99998553  x   1.00001766  =   1.00000319
 AJ2612!UTM  16      -   0.99998553  x   1.00031899  =   1.00030452
 AJ2612
 AJ2612                          SUPERSEDED SURVEY CONTROL
 AJ2612
 AJ2612.No superseded survey control is available for this station.
 AJ2612
 AJ2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5847393703(NAD 83)
 AJ2612_MARKER: DD = SURVEY DISK
 AJ2612_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2612+WITH SETTING: INFORMATION.
 AJ2612_STAMPING: 091
 AJ2612_MARK LOGO: MLGW  
 AJ2612_PROJECTION: FLUSH
 AJ2612_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2612+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2612_ROD/PIPE-DEPTH:  0.8 meters
 AJ2612
 AJ2612  HISTORY     - Date     Condition        Report By
 AJ2612  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2612
 AJ2612                          STATION DESCRIPTION
 AJ2612
 AJ2612'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2612'THE STATION IS LOCATED IN EASTERN SHELBY COUNTY APPROXIMATELY 5.25
 AJ2612'MILES (8.45 KM) NORTH OF COLLIERVILLE TENNESSEE AT THE SHELBY-FAYETTE
 AJ2612'COUNTY LINE.
 AJ2612'TO REACH THE STATION FROM THE INTERSECTION OF COLLIERVILLE-ARLINGTON
 AJ2612'ROAD AND MACON ROAD PROCEED EAST ON MACON ROAD APPROXIMATELY 0.55
 AJ2612'MILES (0.89 KM) TO AUBURN WOODS DRIVE, CONTINUE EAST ON MACON ROAD FOR
 AJ2612'0.20 MILES (0.32 KM) TO THE STATION ON THE RIGHT.
 AJ2612'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2612'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2612'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 81.00 FEET (24.69 M)
 AJ2612'NORTHEAST OF A WOOD POWER POLE NO.  17689, 69.00 FEET (21.03 M) EAST
 AJ2612'OF A WOOD POWER POLE NO.  131955, 45.00 FEET (13.72 M) EAST OF A
 AJ2612'GRAVEL DRIVEWAY TO ADDRESS 12325 MACON ROAD, 42.8 FEET (13.0 M) WEST
 AJ2612'OF A WATER METER, 34.00 FEET (10.36 M) SOUTH OF THE CENTERLINE OF
 AJ2612'MACON ROAD, 24.40 FEET (7.44 M) SOUTH OF THE CENTERLINE OF MACON ROAD.
 AJ2612'THE STATION IS GUARDED BY A YELLOW CARSONITE MARKER.  THE CAP AND
 AJ2612'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1075 ***********************************************************************
 GD1075  DESIGNATION -  9110
 GD1075  PID         -  GD1075
 GD1075  STATE/COUNTY-  TN/LAKE
 GD1075  USGS QUAD   -  MOORING (1983)
 GD1075
 GD1075                         *CURRENT SURVEY CONTROL
 GD1075  ___________________________________________________________________
 GD1075* NAD 83(1986)-  36 16 27.     (N)    089 31 31.     (W)     SCALED    
 GD1075* NAVD 88     -        84.548  (meters)     277.39   (feet)  ADJUSTED  
 GD1075  ___________________________________________________________________
 GD1075  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1075  DYNAMIC HT  -          84.479 (meters)     277.16  (feet)  COMP
 GD1075  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 GD1075
 GD1075  VERT ORDER  -  FIRST     CLASS I
 GD1075
 GD1075.The horizontal coordinates were scaled from a topographic map and have
 GD1075.an estimated accuracy of +/- 6 seconds.
 GD1075
 GD1075.The orthometric height was determined by differential leveling
 GD1075.and adjusted by the National Geodetic Survey in June 1991..
 GD1075
 GD1075.The geoid height was determined by GEOID03.
 GD1075
 GD1075.The dynamic height is computed by dividing the NAVD 88
 GD1075.geopotential number by the normal gravity value computed on the
 GD1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1075.degrees latitude (g = 980.6199 gals.).
 GD1075
 GD1075.The modeled gravity was interpolated from observed gravity values.
 GD1075
 GD1075;                    North         East    Units  Estimated Accuracy
 GD1075;SPC TN       -   221,040.      283,330.      MT  (+/- 180 meters Scaled)
 GD1075
 GD1075                          SUPERSEDED SURVEY CONTROL
 GD1075
 GD1075  NGVD 29 (??/??/??)   84.473  (m)          277.14   (f) ADJUSTED    1 1
 GD1075
 GD1075.Superseded values are not recommended for survey control.
 GD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1075.See file dsdata.txt to determine how the superseded data were derived.
 GD1075
 GD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF731173(NAD 83)
 GD1075_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GD1075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD1075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD1075_STAMPING: BM 9110
 GD1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1075
 GD1075  HISTORY     - Date     Condition        Report By
 GD1075  HISTORY     - 1974     MONUMENTED       DOD
 GD1075  HISTORY     - 20020723 MARK NOT FOUND   USACE
 GD1075
 GD1075                          STATION DESCRIPTION
 GD1075
 GD1075'DESCRIBED BY US DEPARTMENT OF DEFENSE 1974
 GD1075'3.4 MI NW FROM RIDGELY.
 GD1075'0.75 MI WEST ALONG POPLAR STREET FROM THE LAKE COUNTY HIGHWAY
 GD1075'COMMISSION OFFICE BLDG AT RIDGELY, THENCE 1.5 MI WEST ALONG
 GD1075'A LEVEE ROAD TO A "T" JUNCTION, THENCE 0.35 MI NORTH ALONG A PAVED
 GD1075'ROAD, 0.2 MI WEST ALONG FIELD ROAD TO THE LEVEE, 0.6 MI NORTH
 GD1075'ALONG THE LEVEE TO THE BM. ALSO ABOUT 0.15 MI NORTH OF A CURVE
 GD1075'IN THE LEVEE WHERE THE NEW LEVEE AND OLD LEVEE MEET, 169.6 FT
 GD1075'EAST OF THE CENTER LINE OF THE LEVEE, 5.8 FT EAST OF A BARBED
 GD1075'WIRE FENCE, 8.5 FT BELOW THE LEVEE OF THE LEVEE. A USE PIPE AND
 GD1075'CAP PROJECTING 0.8 FT.
 GD1075
 GD1075                          STATION RECOVERY (2002)
 GD1075
 GD1075'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0196 ***********************************************************************
 FD0196  DESIGNATION -  916
 FD0196  PID         -  FD0196
 FD0196  STATE/COUNTY-  TN/FRANKLIN
 FD0196  USGS QUAD   -  BEANS CREEK (1975)
 FD0196
 FD0196                         *CURRENT SURVEY CONTROL
 FD0196  ___________________________________________________________________
 FD0196* NAD 83(1986)-  35 03 37.     (N)    086 14 42.     (W)     SCALED    
 FD0196* NAVD 88     -       278.405  (meters)     913.40   (feet)  ADJUSTED  
 FD0196  ___________________________________________________________________
 FD0196  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0196  DYNAMIC HT  -         278.130 (meters)     912.50  (feet)  COMP
 FD0196  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 FD0196
 FD0196  VERT ORDER  -  FIRST     CLASS II
 FD0196
 FD0196.The horizontal coordinates were scaled from a topographic map and have
 FD0196.an estimated accuracy of +/- 6 seconds.
 FD0196
 FD0196.The orthometric height was determined by differential leveling
 FD0196.and adjusted by the National Geodetic Survey in June 1991..
 FD0196
 FD0196.The geoid height was determined by GEOID03.
 FD0196
 FD0196.The dynamic height is computed by dividing the NAVD 88
 FD0196.geopotential number by the normal gravity value computed on the
 FD0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0196.degrees latitude (g = 980.6199 gals.).
 FD0196
 FD0196.The modeled gravity was interpolated from observed gravity values.
 FD0196
 FD0196;                    North         East    Units  Estimated Accuracy
 FD0196;SPC TN       -    80,680.      577,650.      MT  (+/- 180 meters Scaled)
 FD0196
 FD0196                          SUPERSEDED SURVEY CONTROL
 FD0196
 FD0196  NGVD 29 (??/??/92)  278.368  (m)          913.28   (f) ADJ UNCH    1 2
 FD0196
 FD0196.Superseded values are not recommended for survey control.
 FD0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0196.See file dsdata.txt to determine how the superseded data were derived.
 FD0196
 FD0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED688799(NAD 83)
 FD0196_MARKER: DD = SURVEY DISK
 FD0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0196_SP_SET: FOUNDATION
 FD0196_STAMPING: 916 NASHVILLE 1899
 FD0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0196
 FD0196  HISTORY     - Date     Condition        Report By
 FD0196  HISTORY     - 1899     MONUMENTED       USGS
 FD0196  HISTORY     - 1949     GOOD             NGS
 FD0196
 FD0196                          STATION DESCRIPTION
 FD0196
 FD0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0196'AT BEANS CREEK.
 FD0196'AT BEANS CREEK, ABOUT 0.15 MILE SOUTH AND SOUTHEAST ALONG A
 FD0196'COUNTY ROAD FROM THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY
 FD0196'STATION, SET VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE
 FD0196'FOUNDATION OF A LARGE 2-STORY BRICK HOUSE, 4 FEET SOUTHWEST OF THE
 FD0196'NORTH CORNER AND ABOUT 3 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1745 ***********************************************************************
 FB1745  DESIGNATION -  917.75
 FB1745  PID         -  FB1745
 FB1745  STATE/COUNTY-  TN/KNOX
 FB1745  USGS QUAD   -  KNOXVILLE (1978)
 FB1745
 FB1745                         *CURRENT SURVEY CONTROL
 FB1745  ___________________________________________________________________
 FB1745* NAD 83(1986)-  35 57 42.     (N)    083 54 59.     (W)     SCALED    
 FB1745* NAVD 88     -       279.649  (meters)     917.48   (feet)  ADJUSTED  
 FB1745  ___________________________________________________________________
 FB1745  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1745  DYNAMIC HT  -         279.392 (meters)     916.64  (feet)  COMP
 FB1745  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 FB1745
 FB1745  VERT ORDER  -  FIRST     CLASS II
 FB1745
 FB1745.The horizontal coordinates were scaled from a topographic map and have
 FB1745.an estimated accuracy of +/- 6 seconds.
 FB1745
 FB1745.The orthometric height was determined by differential leveling
 FB1745.and adjusted by the National Geodetic Survey in June 1991..
 FB1745.WARNING-Repeat measurements at this control monument indicate possible
 FB1745.vertical movement.
 FB1745
 FB1745.The geoid height was determined by GEOID03.
 FB1745
 FB1745.The dynamic height is computed by dividing the NAVD 88
 FB1745.geopotential number by the normal gravity value computed on the
 FB1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1745.degrees latitude (g = 980.6199 gals.).
 FB1745
 FB1745.The modeled gravity was interpolated from observed gravity values.
 FB1745
 FB1745;                    North         East    Units  Estimated Accuracy
 FB1745;SPC TN       -   182,660.      787,930.      MT  (+/- 180 meters Scaled)
 FB1745
 FB1745                          SUPERSEDED SURVEY CONTROL
 FB1745
 FB1745  NGVD 29 (12/12/91)  279.783  (m)          917.92   (f) ADJUSTED    1 2
 FB1745
 FB1745.Superseded values are not recommended for survey control.
 FB1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1745.See file dsdata.txt to determine how the superseded data were derived.
 FB1745
 FB1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV369836(NAD 83)
 FB1745_MARKER: Q = CHISELED SQUARE
 FB1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1745_SP_SET: STEP
 FB1745_MARK LOGO: USGS  
 FB1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1745+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1745
 FB1745  HISTORY     - Date     Condition        Report By
 FB1745  HISTORY     - UNK      MONUMENTED       USGS
 FB1745  HISTORY     - 1950     GOOD             NGS
 FB1745  HISTORY     - 1983     POOR             NGS
 FB1745  HISTORY     - 20010322 GOOD             USPSQD
 FB1745  HISTORY     - 20060112 GOOD             USPSQD
 FB1745
 FB1745                          STATION DESCRIPTION
 FB1745
 FB1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1745'AT KNOXVILLE.
 FB1745'AT KNOXVILLE, KNOX COUNTY, AT THE COUNTY COURTHOUSE, NEAR THE
 FB1745'NORTH ENTRANCE TO THE GROUNDS, AT THE ENTRANCE TO THE MEMORIAL
 FB1745'TO DR. JOHN BOYD, AND ON THE TOP OF THE FIRST STEP AT THE
 FB1745'SOUTHEAST END.  A CHISELED SQUARE AND CROSS.
 FB1745
 FB1745                          STATION RECOVERY (1983)
 FB1745
 FB1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1745'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS, IN KNOXVILLE, AT
 FB1745'THE INTERSECTION OF WEST MAIN STREET AND SOUTH GAY STREET, AT THE OLD
 FB1745'COUNTY COURTHOUSE, NEAR THE NORTH ENTRANCE TO THE GROUNDS, ON THE
 FB1745'SOUTHEAST END OF THE FIRST STEP TO THE MEMORIAL TO DR. JOHN BOYD.
 FB1745'NOTE--USE WITH CAUTION.
 FB1745
 FB1745                          STATION RECOVERY (2001)
 FB1745
 FB1745'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FB1745'RECOVERED IN GOOD CONDITION.
 FB1745
 FB1745                          STATION RECOVERY (2006)
 FB1745
 FB1745'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0011 ***********************************************************************
 FC0011  DESIGNATION -  918 MC
 FC0011  PID         -  FC0011
 FC0011  STATE/COUNTY-  TN/MONROE
 FC0011  USGS QUAD   -  SWEETWATER (1989)
 FC0011
 FC0011                         *CURRENT SURVEY CONTROL
 FC0011  ___________________________________________________________________
 FC0011* NAD 83(1986)-  35 35 59.     (N)    084 27 46.     (W)     SCALED    
 FC0011* NAVD 88     -       279.537  (meters)     917.11   (feet)  ADJUSTED  
 FC0011  ___________________________________________________________________
 FC0011  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC0011  DYNAMIC HT  -         279.266 (meters)     916.23  (feet)  COMP
 FC0011  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 FC0011
 FC0011  VERT ORDER  -  FIRST     CLASS I
 FC0011
 FC0011.The horizontal coordinates were scaled from a topographic map and have
 FC0011.an estimated accuracy of +/- 6 seconds.
 FC0011
 FC0011.The orthometric height was determined by differential leveling
 FC0011.and adjusted by the National Geodetic Survey in June 1991..
 FC0011.WARNING-Repeat measurements at this control monument indicate possible
 FC0011.vertical movement.
 FC0011
 FC0011.The geoid height was determined by GEOID03.
 FC0011
 FC0011.The dynamic height is computed by dividing the NAVD 88
 FC0011.geopotential number by the normal gravity value computed on the
 FC0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0011.degrees latitude (g = 980.6199 gals.).
 FC0011
 FC0011.The modeled gravity was interpolated from observed gravity values.
 FC0011
 FC0011;                    North         East    Units  Estimated Accuracy
 FC0011;SPC TN       -   141,600.      739,290.      MT  (+/- 180 meters Scaled)
 FC0011
 FC0011                          SUPERSEDED SURVEY CONTROL
 FC0011
 FC0011  NGVD 29 (??/??/92)  279.611  (m)          917.36   (f) ADJ UNCH    1 1
 FC0011
 FC0011.Superseded values are not recommended for survey control.
 FC0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0011.See file dsdata.txt to determine how the superseded data were derived.
 FC0011
 FC0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE298425(NAD 83)
 FC0011_MARKER: DD = SURVEY DISK
 FC0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0011_SP_SET: COLUMN
 FC0011_STAMPING: 917.663 FT MC
 FC0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0011
 FC0011  HISTORY     - Date     Condition        Report By
 FC0011  HISTORY     - UNK      MONUMENTED       USGS
 FC0011  HISTORY     - 1968     GOOD             NGS
 FC0011
 FC0011                          STATION DESCRIPTION
 FC0011
 FC0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0011'AT SWEETWATER.
 FC0011'AT SWEETWATER, ABOUT 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 11
 FC0011'(MAIN STREET) FROM THE POST OFFICE, NEAR THE CORNER OF THE
 FC0011'INTERSECTION OF MAIN AND WALNUT STREETS, SET VERTICALLY IN THE
 FC0011'SOUTHEAST FACE OF THE COLUMN BETWEEN THE TWO MAIN STREET ENTRANCES
 FC0011'TO THE THOMAS HILL DEPARTMENT STORE, WHICH IS A LARGE ONE STORY
 FC0011'BRICK BUILDING WITH A STONE FRONT, 26.9 FEET SOUTHWEST OF THE
 FC0011'EAST CORNER OF THE BUILDING, 12.3 FEET NORTHWEST OF THE NORTHWEST
 FC0011'CURB OF MAIN STREET, 1.3 FEET ABOVE THE LEVEL OF THE SIDEWALK
 FC0011'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE STREETS.  NOTE-- THE
 FC0011'STONE FRONT HAS BEEN ADDED TO THE BUILDING AND WAS CUT OUT
 FC0011'AROUND THE DISK.  THE DISK NOW SETS BACK IN THE WALL ABOUT 0.1
 FC0011'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1991 ***********************************************************************
 FB1991  DESIGNATION -  922.21
 FB1991  PID         -  FB1991
 FB1991  STATE/COUNTY-  TN/BLOUNT
 FB1991  USGS QUAD   -  MARYVILLE (1979)
 FB1991
 FB1991                         *CURRENT SURVEY CONTROL
 FB1991  ___________________________________________________________________
 FB1991* NAD 83(1986)-  35 45 18.     (N)    083 57 13.     (W)     SCALED    
 FB1991* NAVD 88     -       281.92   (+/-2cm)     924.9    (feet)  VERTCON   
 FB1991  ___________________________________________________________________
 FB1991  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FB1991
 FB1991  VERT ORDER  -  ? (See Below)
 FB1991
 FB1991.The horizontal coordinates were scaled from a topographic map and have
 FB1991.an estimated accuracy of +/- 6 seconds.
 FB1991
 FB1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1991.The vertical order pertains to the NGVD 29 superseded value.
 FB1991
 FB1991.The geoid height was determined by GEOID03.
 FB1991
 FB1991;                    North         East    Units  Estimated Accuracy
 FB1991;SPC TN       -   159,670.      785,060.      MT  (+/- 180 meters Scaled)
 FB1991
 FB1991                          SUPERSEDED SURVEY CONTROL
 FB1991
 FB1991  NGVD 29 (??/??/92)  282.043  (m)          925.34   (f) ADJ UNCH    ?  
 FB1991
 FB1991.Superseded values are not recommended for survey control.
 FB1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1991.See file dsdata.txt to determine how the superseded data were derived.
 FB1991
 FB1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV329607(NAD 83)
 FB1991_MARKER: N = NAIL
 FB1991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1991_SP_SET: TREE
 FB1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1991
 FB1991  HISTORY     - Date     Condition        Report By
 FB1991  HISTORY     - UNK      MONUMENTED       TVA
 FB1991  HISTORY     - 1938     GOOD             TVA
 FB1991
 FB1991                          STATION DESCRIPTION
 FB1991
 FB1991'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1991'0.7 MI E FROM MARYVILLE.
 FB1991'0.7 MILE EAST ALONG STATE HIGHWAY 73 FROM THE SOUTHERN RAILWAY
 FB1991'STATION AT MARYVILLE, 110 FEET EAST OF THE BRIDGE OVER BROWN
 FB1991'CREEK, 30 FEET SOUTH OF THE HIGHWAY AND IN THE NORTH ROOT OF
 FB1991'A 20-INCH CEDAR TREE.  A COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0183 ***********************************************************************
 FD0183  DESIGNATION -  929
 FD0183  PID         -  FD0183
 FD0183  STATE/COUNTY-  TN/LINCOLN
 FD0183  USGS QUAD   -  HUNTLAND (1972)
 FD0183
 FD0183                         *CURRENT SURVEY CONTROL
 FD0183  ___________________________________________________________________
 FD0183* NAD 83(1986)-  35 00 49.     (N)    086 21 27.     (W)     SCALED    
 FD0183* NAVD 88     -       282.281  (meters)     926.12   (feet)  ADJUSTED  
 FD0183  ___________________________________________________________________
 FD0183  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0183  DYNAMIC HT  -         282.001 (meters)     925.20  (feet)  COMP
 FD0183  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 FD0183
 FD0183  VERT ORDER  -  FIRST     CLASS II
 FD0183
 FD0183.The horizontal coordinates were scaled from a topographic map and have
 FD0183.an estimated accuracy of +/- 6 seconds.
 FD0183
 FD0183.The orthometric height was determined by differential leveling
 FD0183.and adjusted by the National Geodetic Survey in June 1991..
 FD0183
 FD0183.The geoid height was determined by GEOID03.
 FD0183
 FD0183.The dynamic height is computed by dividing the NAVD 88
 FD0183.geopotential number by the normal gravity value computed on the
 FD0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0183.degrees latitude (g = 980.6199 gals.).
 FD0183
 FD0183.The modeled gravity was interpolated from observed gravity values.
 FD0183
 FD0183;                    North         East    Units  Estimated Accuracy
 FD0183;SPC TN       -    75,540.      567,370.      MT  (+/- 180 meters Scaled)
 FD0183
 FD0183                          SUPERSEDED SURVEY CONTROL
 FD0183
 FD0183  NGVD 29 (??/??/92)  282.239  (m)          925.98   (f) ADJ UNCH    1 2
 FD0183
 FD0183.Superseded values are not recommended for survey control.
 FD0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0183.See file dsdata.txt to determine how the superseded data were derived.
 FD0183
 FD0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED586747(NAD 83)
 FD0183_MARKER: DD = SURVEY DISK
 FD0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0183_SP_SET: CULVERT
 FD0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0183
 FD0183  HISTORY     - Date     Condition        Report By
 FD0183  HISTORY     - UNK      MONUMENTED       USGS
 FD0183  HISTORY     - 1949     POOR             NGS
 FD0183
 FD0183                          STATION DESCRIPTION
 FD0183
 FD0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0183'AT ELORA.
 FD0183'AT ELORA, 272 FEET WEST AND ACROSS THE TRACK FROM THE WEST CORNER
 FD0183'OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION,
 FD0183'28 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF A BLACK TOP ROAD
 FD0183'INTERSECTION, 21 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 FD0183'EAST, 11 1/2 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING OF
 FD0183'THE NORTH-SOUTH ROAD AND THE TRACK, 9 1/2 FEET EAST OF THE CENTER
 FD0183'LINE OF THE ROAD SOUTH, 4.8 FEET NORTH OF THE NORTH RAIL OF THE
 FD0183'MAIN TRACK, SET IN THE TOP OF CAP STONE OF HEAD WALL OF A 12-INCH
 FD0183'PIPE CULVERT UNDER NORTH-SOUTH BLACK TOP ROAD AND ABOUT 1 FOOT
 FD0183'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0632 ***********************************************************************
 GB0632  DESIGNATION -  93
 GB0632  PID         -  GB0632
 GB0632  STATE/COUNTY-  TN/ANDERSON
 GB0632  USGS QUAD   -  NORRIS (1990)
 GB0632
 GB0632                         *CURRENT SURVEY CONTROL
 GB0632  ___________________________________________________________________
 GB0632* NAD 83(1986)-  36 11 11.     (N)    084 03 42.     (W)     SCALED    
 GB0632* NAVD 88     -       278.700  (meters)     914.37   (feet)  ADJUSTED  
 GB0632  ___________________________________________________________________
 GB0632  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0632  DYNAMIC HT  -         278.448 (meters)     913.54  (feet)  COMP
 GB0632  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GB0632
 GB0632  VERT ORDER  -  SECOND    CLASS 0
 GB0632
 GB0632.The horizontal coordinates were scaled from a topographic map and have
 GB0632.an estimated accuracy of +/- 6 seconds.
 GB0632
 GB0632.The orthometric height was determined by differential leveling
 GB0632.and adjusted by the National Geodetic Survey in June 1991..
 GB0632
 GB0632.The geoid height was determined by GEOID03.
 GB0632
 GB0632.The dynamic height is computed by dividing the NAVD 88
 GB0632.geopotential number by the normal gravity value computed on the
 GB0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0632.degrees latitude (g = 980.6199 gals.).
 GB0632
 GB0632.The modeled gravity was interpolated from observed gravity values.
 GB0632
 GB0632;                    North         East    Units  Estimated Accuracy
 GB0632;SPC TN       -   207,320.      774,340.      MT  (+/- 180 meters Scaled)
 GB0632
 GB0632                          SUPERSEDED SURVEY CONTROL
 GB0632
 GB0632  NGVD 29 (??/??/92)  278.832  (m)          914.80   (f) ADJ UNCH    2 0
 GB0632
 GB0632.Superseded values are not recommended for survey control.
 GB0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0632.See file dsdata.txt to determine how the superseded data were derived.
 GB0632
 GB0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF642086(NAD 83)
 GB0632_MARKER: DD = SURVEY DISK
 GB0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0632_STAMPING: 93 ELEV 914.53
 GB0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0632+STABILITY: SURFACE MOTION
 GB0632
 GB0632  HISTORY     - Date     Condition        Report By
 GB0632  HISTORY     - UNK      MONUMENTED       TVA
 GB0632  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0632
 GB0632                          STATION DESCRIPTION
 GB0632
 GB0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0632'0.9 MI S FROM NORRIS.
 GB0632'0.9 MILE SOUTH ALONG T.V.A. FREEWAY FROM THE HIGH SCHOOL AT
 GB0632'NORRIS, ANDERSON COUNTY, NEAR THE PARKWAY FORMED BY THE JUNCTION
 GB0632'OF FIVE ROADS, 90 YARDS NORTHEAST OF THE CENTER OF THE
 GB0632'INTERSECTION OF NORRIS ROAD, 50 YARDS WEST OF A SMALL FRAME WHITE
 GB0632'T.V.A. BUILDING, OPPOSITE THE JUNCTION OF A ROAD LEADING NORTH,
 GB0632'23 YARDS EAST OF A 24-INCH ASH TREE, 1 FEET EAST OF THE
 GB0632'CENTERLINE OF STATE HIGHWAY 61, AND 8 FEET FROM A SMALL CEDAR
 GB0632'TREE.  A TENNESSEE VALLEY AUTHORITY PROPERTY-SURVEY STANDARD
 GB0632'DISK, STAMPED 93 ELEV 914.53 AND SET IN THE TOP OF A CONCRETE
 GB0632'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2613 ***********************************************************************
 AJ2613  DESIGNATION -  93
 AJ2613  PID         -  AJ2613
 AJ2613  STATE/COUNTY-  TN/SHELBY
 AJ2613  USGS QUAD   -  EADS (1983)
 AJ2613
 AJ2613                         *CURRENT SURVEY CONTROL
 AJ2613  ___________________________________________________________________
 AJ2613* NAD 83(1995)-  35 08 22.61024(N)    089 42 41.53227(W)     ADJUSTED  
 AJ2613* NAVD 88     -       106.16   (meters)     348.3    (feet)  LEVELING  
 AJ2613  ___________________________________________________________________
 AJ2613  X           -      26,288.690 (meters)                     COMP
 AJ2613  Y           -  -5,221,525.403 (meters)                     COMP
 AJ2613  Z           -   3,650,589.224 (meters)                     COMP
 AJ2613  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AJ2613  ELLIP HEIGHT-          78.67  (meters)          (04/26/01) GPS OBS
 AJ2613  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AJ2613
 AJ2613  HORZ ORDER  -  FIRST
 AJ2613  VERT ORDER  -  THIRD ?
 AJ2613  ELLP ORDER  -  FOURTH    CLASS I
 AJ2613
 AJ2613.The horizontal coordinates were established by GPS observations
 AJ2613.and adjusted by the National Geodetic Survey in April 2001..
 AJ2613
 AJ2613.The orthometric height was determined by differential leveling.
 AJ2613.The vertical network tie was performed by a horz. field party for horz.
 AJ2613.obs reductions. Reset procedures were used to establish the elevation.
 AJ2613
 AJ2613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2613
 AJ2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2613
 AJ2613.The ellipsoidal height was determined by GPS observations
 AJ2613.and is referenced to NAD 83.
 AJ2613
 AJ2613.The geoid height was determined by GEOID03.
 AJ2613
 AJ2613;                    North         East     Units Scale Factor Converg.
 AJ2613;SPC TN       -    95,870.850   261,830.972   MT  1.00002131   -2 10 22.4
 AJ2613;SPC TN       -   314,536.28    859,023.78   sFT  1.00002131   -2 10 22.4
 AJ2613;UTM  16      - 3,891,891.982   252,957.420   MT  1.00035221   -1 33 41.3
 AJ2613
 AJ2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2613!SPC TN       -   0.99998765  x   1.00002131  =   1.00000896
 AJ2613!UTM  16      -   0.99998765  x   1.00035221  =   1.00033986
 AJ2613
 AJ2613                          SUPERSEDED SURVEY CONTROL
 AJ2613
 AJ2613.No superseded survey control is available for this station.
 AJ2613
 AJ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5295791892(NAD 83)
 AJ2613_MARKER: DD = SURVEY DISK
 AJ2613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2613+WITH SETTING: INFORMATION.
 AJ2613_STAMPING: 093
 AJ2613_MARK LOGO: MLGW  
 AJ2613_PROJECTION: FLUSH
 AJ2613_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2613+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2002
 AJ2613_ROD/PIPE-DEPTH:  0.8 meters
 AJ2613
 AJ2613  HISTORY     - Date     Condition        Report By
 AJ2613  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2613  HISTORY     - 20021220 GOOD             TN1620
 AJ2613
 AJ2613                          STATION DESCRIPTION
 AJ2613
 AJ2613'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2613'THE STATION IS LOCATED IN EAST CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2613'1.75 MILES (2.82 KM) NORTH OF COLLIERVILLE TENNESSEE CITY LIMITS IN
 AJ2613'THE EADS COMMUNITY.
 AJ2613'TO REACH THE STATION FROM THE INTERSECTION OF RALEIGH-LAGRANGE ROAD
 AJ2613'AND PISGAH ROAD PROCEED NORTH ON PISGAH ROAD APPROXIMATELY 1.20 MILES
 AJ2613'(1.93 KM) TO SPARKLE CREEK COVE, CONTINUE NORTH ON PISGAH ROAD 0.15
 AJ2613'MILES (0.24 KM) TO THE STATION ON THE LEFT.
 AJ2613'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2613'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2613'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 170.60 FEET (52.00 M)
 AJ2613'SOUTHWEST OF A WOOD POWER POLE NO.  197869, 79.30 FEET (24.17 M)
 AJ2613'SOUTHWEST OF A 3 INCH IRON PIPE (PROPERTY CORNER) ON THE EAST SIDE OF
 AJ2613'PISGAH ROAD, 52.40 FEET (15.97 M) NORTHWEST OF A WOOD POWER POLE NO.
 AJ2613'197870, 20.00 FEET (6.10 M) WEST OF THE CENTERLINE OF PISGAH ROAD,
 AJ2613'13.00 FEET (3.96 M) EAST OF A WOOD FENCE.  THE CAP AND CONCRETE ARE
 AJ2613'SET FLUSH WITH THE GROUND.
 AJ2613
 AJ2613                          STATION RECOVERY (2002)
 AJ2613
 AJ2613'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (SB)
 AJ2613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2087 ***********************************************************************
 FB2087  DESIGNATION -  931.5
 FB2087  PID         -  FB2087
 FB2087  STATE/COUNTY-  TN/KNOX
 FB2087  USGS QUAD   -  SHOOKS GAP (1987)
 FB2087
 FB2087                         *CURRENT SURVEY CONTROL
 FB2087  ___________________________________________________________________
 FB2087* NAD 83(1986)-  35 55 55.     (N)    083 50 33.     (W)     SCALED    
 FB2087* NAVD 88     -       283.68   (+/-2cm)     930.7    (feet)  VERTCON   
 FB2087  ___________________________________________________________________
 FB2087  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FB2087
 FB2087  VERT ORDER  -  ? (See Below)
 FB2087
 FB2087.The horizontal coordinates were scaled from a topographic map and have
 FB2087.an estimated accuracy of +/- 6 seconds.
 FB2087
 FB2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2087.The vertical order pertains to the NGVD 29 superseded value.
 FB2087
 FB2087.The geoid height was determined by GEOID03.
 FB2087
 FB2087;                    North         East    Units  Estimated Accuracy
 FB2087;SPC TN       -   179,510.      794,670.      MT  (+/- 180 meters Scaled)
 FB2087
 FB2087                          SUPERSEDED SURVEY CONTROL
 FB2087
 FB2087  NGVD 29 (??/??/92)  283.821  (m)          931.17   (f) ADJ UNCH    ?  
 FB2087
 FB2087.Superseded values are not recommended for survey control.
 FB2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2087.See file dsdata.txt to determine how the superseded data were derived.
 FB2087
 FB2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV435801(NAD 83)
 FB2087_MARKER: Q = CHISELED SQUARE
 FB2087_SETTING: 66 = SET IN ROCK OUTCROP
 FB2087_SP_SET: ROCK OUTCROP
 FB2087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2087+STABILITY: POSITION/ELEVATION WELL
 FB2087
 FB2087  HISTORY     - Date     Condition        Report By
 FB2087  HISTORY     - UNK      MONUMENTED       USGS
 FB2087  HISTORY     - 1936     GOOD             USGS
 FB2087
 FB2087                          STATION DESCRIPTION
 FB2087
 FB2087'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2087'5.3 MI E FROM KNOXVILLE.
 FB2087'5.3 MILES EAST ALONG ISLAND HOME PIKE FROM THE UNIVERSITY OF
 FB2087'TENNESSEE AT KNOXVILLE, THENCE 1.4 MILES EAST ALONG BURNETT CREEK
 FB2087'PIKE, IN A FARMYARD AT THE TOP OF A HILL, 8 FEET SOUTH OF THE
 FB2087'ROAD, AND ON THE TOP OF A ROCK OUTCROP.  A CHISELED SQUARE,
 FB2087'PAINTED USBM 931.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1917 ***********************************************************************
 FB1917  DESIGNATION -  933
 FB1917  PID         -  FB1917
 FB1917  STATE/COUNTY-  TN/KNOX
 FB1917  USGS QUAD   -  KNOXVILLE (1978)
 FB1917
 FB1917                         *CURRENT SURVEY CONTROL
 FB1917  ___________________________________________________________________
 FB1917* NAD 83(1986)-  35 57 52.     (N)    083 55 05.     (W)     SCALED    
 FB1917* NAVD 88     -       284.000  (meters)     931.76   (feet)  ADJUSTED  
 FB1917  ___________________________________________________________________
 FB1917  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1917  DYNAMIC HT  -         283.739 (meters)     930.90  (feet)  COMP
 FB1917  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FB1917
 FB1917  VERT ORDER  -  FIRST     CLASS II
 FB1917
 FB1917.The horizontal coordinates were scaled from a topographic map and have
 FB1917.an estimated accuracy of +/- 6 seconds.
 FB1917
 FB1917.The orthometric height was determined by differential leveling
 FB1917.and adjusted by the National Geodetic Survey in June 1991..
 FB1917
 FB1917.The geoid height was determined by GEOID03.
 FB1917
 FB1917.The dynamic height is computed by dividing the NAVD 88
 FB1917.geopotential number by the normal gravity value computed on the
 FB1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1917.degrees latitude (g = 980.6199 gals.).
 FB1917
 FB1917.The modeled gravity was interpolated from observed gravity values.
 FB1917
 FB1917;                    North         East    Units  Estimated Accuracy
 FB1917;SPC TN       -   182,970.      787,780.      MT  (+/- 180 meters Scaled)
 FB1917
 FB1917                          SUPERSEDED SURVEY CONTROL
 FB1917
 FB1917  NGVD 29 (??/??/92)  284.135  (m)          932.20   (f) ADJ UNCH    1 2
 FB1917
 FB1917.Superseded values are not recommended for survey control.
 FB1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1917.See file dsdata.txt to determine how the superseded data were derived.
 FB1917
 FB1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV368839(NAD 83)
 FB1917_MARKER: DD = SURVEY DISK
 FB1917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1917_SP_SET: BUILDING
 FB1917_STAMPING: 932.436 FT MC
 FB1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1917
 FB1917  HISTORY     - Date     Condition        Report By
 FB1917  HISTORY     - UNK      MONUMENTED       USGS
 FB1917  HISTORY     - 1950     GOOD             NGS
 FB1917  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1917
 FB1917                          STATION DESCRIPTION
 FB1917
 FB1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1917'AT KNOXVILLE.
 FB1917'AT KNOXVILLE, AT THE INTERSECTION OF CLINCH AVENUE AND MARKET
 FB1917'STREET, IN THE NW FACE OF THE TENNESSEE VALLEY AUTHORITY BLDG.,
 FB1917'9 FEET FROM THE ENTRANCE, AND ABOUT 2 FEET HIGHER THAN THE
 FB1917'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK SET
 FB1917'VERTICALLY.
 FB1917
 FB1917                          STATION RECOVERY (1983)
 FB1917
 FB1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2031 ***********************************************************************
 FB2031  DESIGNATION -  937.8
 FB2031  PID         -  FB2031
 FB2031  STATE/COUNTY-  TN/BLOUNT
 FB2031  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2031
 FB2031                         *CURRENT SURVEY CONTROL
 FB2031  ___________________________________________________________________
 FB2031* NAD 83(1986)-  35 42 38.     (N)    083 49 01.     (W)     SCALED    
 FB2031* NAVD 88     -       285.84   (+/-2cm)     937.8    (feet)  VERTCON   
 FB2031  ___________________________________________________________________
 FB2031  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB2031
 FB2031  VERT ORDER  -  ? (See Below)
 FB2031
 FB2031.The horizontal coordinates were scaled from a topographic map and have
 FB2031.an estimated accuracy of +/- 6 seconds.
 FB2031
 FB2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2031.The vertical order pertains to the NGVD 29 superseded value.
 FB2031
 FB2031.The geoid height was determined by GEOID03.
 FB2031
 FB2031;                    North         East    Units  Estimated Accuracy
 FB2031;SPC TN       -   155,000.      797,520.      MT  (+/- 180 meters Scaled)
 FB2031
 FB2031                          SUPERSEDED SURVEY CONTROL
 FB2031
 FB2031  NGVD 29 (??/??/92)  285.950  (m)          938.15   (f) ADJ UNCH    ?  
 FB2031
 FB2031.Superseded values are not recommended for survey control.
 FB2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2031.See file dsdata.txt to determine how the superseded data were derived.
 FB2031
 FB2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV451555(NAD 83)
 FB2031_MARKER: N = NAIL
 FB2031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2031_SP_SET: TREE
 FB2031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2031
 FB2031  HISTORY     - Date     Condition        Report By
 FB2031  HISTORY     - UNK      MONUMENTED       TVA
 FB2031  HISTORY     - 1938     GOOD             TVA
 FB2031
 FB2031                          STATION DESCRIPTION
 FB2031
 FB2031'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2031'1.3 MI S FROM WALLAND.
 FB2031'1.3 MILES SOUTH ALONG STATE HIGHWAY 73 FROM WALLAND, 140 FEET
 FB2031'NORTH OF A SUSPENSION BRIDGE OVER LITTLE RIVER, ON THE EAST
 FB2031'BANK OF THE RIVER, ON THE WEST SIDE OF THE HIGHWAY, OPPOSITE
 FB2031'THE JUNCTION OF A PRIVATE ROAD, AND IN A ROOT ON THE NORTH SIDE
 FB2031'OF A 30-INCH OAK TREE.  A COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2614 ***********************************************************************
 AJ2614  DESIGNATION -  94
 AJ2614  PID         -  AJ2614
 AJ2614  STATE/COUNTY-  TN/SHELBY
 AJ2614  USGS QUAD   -  EADS (1983)
 AJ2614
 AJ2614                         *CURRENT SURVEY CONTROL
 AJ2614  ___________________________________________________________________
 AJ2614* NAD 83(1995)-  35 07 44.58208(N)    089 44 26.05487(W)     ADJUSTED  
 AJ2614* NAVD 88     -        85.63   (meters)     280.9    (feet)  LEVELING  
 AJ2614  ___________________________________________________________________
 AJ2614  X           -      23,645.709 (meters)                     COMP
 AJ2614  Y           -  -5,222,195.740 (meters)                     COMP
 AJ2614  Z           -   3,649,619.009 (meters)                     COMP
 AJ2614  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AJ2614  ELLIP HEIGHT-          58.18  (meters)          (04/26/01) GPS OBS
 AJ2614  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AJ2614
 AJ2614  HORZ ORDER  -  FIRST
 AJ2614  VERT ORDER  -  THIRD ?
 AJ2614  ELLP ORDER  -  FOURTH    CLASS I
 AJ2614
 AJ2614.The horizontal coordinates were established by GPS observations
 AJ2614.and adjusted by the National Geodetic Survey in April 2001..
 AJ2614
 AJ2614.The orthometric height was determined by differential leveling.
 AJ2614.The vertical network tie was performed by a horz. field party for horz.
 AJ2614.obs reductions. Reset procedures were used to establish the elevation.
 AJ2614
 AJ2614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2614
 AJ2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2614
 AJ2614.The ellipsoidal height was determined by GPS observations
 AJ2614.and is referenced to NAD 83.
 AJ2614
 AJ2614.The geoid height was determined by GEOID03.
 AJ2614
 AJ2614;                    North         East     Units Scale Factor Converg.
 AJ2614;SPC TN       -    94,800.461   259,142.095   MT  1.00002355   -2 11 23.6
 AJ2614;SPC TN       -   311,024.51    850,202.02   sFT  1.00002355   -2 11 23.6
 AJ2614;UTM  16      - 3,890,792.574   250,279.219   MT  1.00036861   -1 34 40.1
 AJ2614
 AJ2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2614!SPC TN       -   0.99999087  x   1.00002355  =   1.00001442
 AJ2614!UTM  16      -   0.99999087  x   1.00036861  =   1.00035947
 AJ2614
 AJ2614                          SUPERSEDED SURVEY CONTROL
 AJ2614
 AJ2614.No superseded survey control is available for this station.
 AJ2614
 AJ2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5027990793(NAD 83)
 AJ2614_MARKER: DD = SURVEY DISK
 AJ2614_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2614+WITH SETTING: INFORMATION.
 AJ2614_STAMPING: 094
 AJ2614_MARK LOGO: MLGW  
 AJ2614_PROJECTION: FLUSH
 AJ2614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2614+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2614_ROD/PIPE-DEPTH:  0.8 meters
 AJ2614
 AJ2614  HISTORY     - Date     Condition        Report By
 AJ2614  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2614
 AJ2614                          STATION DESCRIPTION
 AJ2614
 AJ2614'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2614'THE STATION IS LOCATED IN EASTERN SHELBY COUNTY APPROXIMATELY 1.00
 AJ2614'MILE (1.61 KM) NORTH OF COLLIERVILLE TENNESSEE CITY LIMITS IN THE
 AJ2614'CORDOVA COMMUNITY.
 AJ2614'TO REACH THE STATION FROM THE INTERSECTION OF WALNUT GROVE ROAD AND
 AJ2614'HOUSTON LEVEE ROAD PROCEED WEST ON WALNUT GROVE ROAD APPROXIMATELY
 AJ2614'0.75 MILES (1.21 KM) TO THE STATION ON THE LEFT.
 AJ2614'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCH MARK SET ON A 2 INCH
 AJ2614'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2614'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 0.30 MILES (0.48 KM)
 AJ2614'EAST OF ROCKY POINT ROAD, 0.12 MILES (0.19 KM) WEST OF A CONCRETE
 AJ2614'BRIDGE OVER GRAYS CREEK, BRIDGE NO.  79-1456-3.43, 58.40 FEET (17.80
 AJ2614'M) WEST OF A WOOD POWER POLE NO.  214358, 20.10 FEET (6.13 M) SOUTH OF
 AJ2614'THE CENTERLINE OF WALNUT GROVE ROAD, 10.70 FEET (3.26 M) EAST OF A
 AJ2614'ARROW TRAFFIC SIGN.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2614'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1841 ***********************************************************************
 FB1841  DESIGNATION -  941.0
 FB1841  PID         -  FB1841
 FB1841  STATE/COUNTY-  TN/KNOX
 FB1841  USGS QUAD   -  SHOOKS GAP (1987)
 FB1841
 FB1841                         *CURRENT SURVEY CONTROL
 FB1841  ___________________________________________________________________
 FB1841* NAD 83(1986)-  35 54 43.     (N)    083 51 01.     (W)     SCALED    
 FB1841* NAVD 88     -       286.57   (+/-2cm)     940.2    (feet)  VERTCON   
 FB1841  ___________________________________________________________________
 FB1841  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1841
 FB1841  VERT ORDER  -  ? (See Below)
 FB1841
 FB1841.The horizontal coordinates were scaled from a topographic map and have
 FB1841.an estimated accuracy of +/- 6 seconds.
 FB1841
 FB1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1841.The vertical order pertains to the NGVD 29 superseded value.
 FB1841
 FB1841.The geoid height was determined by GEOID03.
 FB1841
 FB1841;                    North         East    Units  Estimated Accuracy
 FB1841;SPC TN       -   177,280.      794,020.      MT  (+/- 180 meters Scaled)
 FB1841
 FB1841                          SUPERSEDED SURVEY CONTROL
 FB1841
 FB1841  NGVD 29 (??/??/92)  286.704  (m)          940.63   (f) ADJ UNCH    ?  
 FB1841
 FB1841.Superseded values are not recommended for survey control.
 FB1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1841.See file dsdata.txt to determine how the superseded data were derived.
 FB1841
 FB1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV427779(NAD 83)
 FB1841_MARKER: N = NAIL
 FB1841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1841_SP_SET: TREE
 FB1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1841
 FB1841  HISTORY     - Date     Condition        Report By
 FB1841  HISTORY     - UNK      MONUMENTED       USGS
 FB1841  HISTORY     - 1936     GOOD             USGS
 FB1841
 FB1841                          STATION DESCRIPTION
 FB1841
 FB1841'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1841'6 MI SE FROM KNOXVILLE.
 FB1841'6.0 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY
 FB1841'STREET BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, THENCE 0.7 MILE
 FB1841'SOUTHWEST ALONG A PRIVATE ROAD, 55 FEET NORTH OF A BARN AT THE END
 FB1841'OF THE ROAD, 30 FEET EAST OF A DRAIN, 10 FEET WEST OF THE ROAD, AT
 FB1841'A 14-INCH HICKORY TREE, AND IN A ROOT ON THE NORTHWEST SIDE OF
 FB1841'THE TREE.  A COPPER NAIL AND WASHER, PAINTED USBM 941.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0651 ***********************************************************************
 FD0651  DESIGNATION -  9431
 FD0651  PID         -  FD0651
 FD0651  STATE/COUNTY-  TN/WILLIAMSON
 FD0651  USGS QUAD   -  SPRING HILL (1979)
 FD0651
 FD0651                         *CURRENT SURVEY CONTROL
 FD0651  ___________________________________________________________________
 FD0651* NAD 83(1986)-  35 48 46.     (N)    086 53 45.     (W)     SCALED    
 FD0651* NAVD 88     -       238.539  (meters)     782.61   (feet)  ADJUSTED  
 FD0651  ___________________________________________________________________
 FD0651  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0651  DYNAMIC HT  -         238.328 (meters)     781.91  (feet)  COMP
 FD0651  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD0651
 FD0651  VERT ORDER  -  SECOND    CLASS 0
 FD0651
 FD0651.The horizontal coordinates were scaled from a topographic map and have
 FD0651.an estimated accuracy of +/- 6 seconds.
 FD0651
 FD0651.The orthometric height was determined by differential leveling
 FD0651.and adjusted by the National Geodetic Survey in June 1991..
 FD0651
 FD0651.The geoid height was determined by GEOID03.
 FD0651
 FD0651.The dynamic height is computed by dividing the NAVD 88
 FD0651.geopotential number by the normal gravity value computed on the
 FD0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0651.degrees latitude (g = 980.6199 gals.).
 FD0651
 FD0651.The modeled gravity was interpolated from observed gravity values.
 FD0651
 FD0651;                    North         East    Units  Estimated Accuracy
 FD0651;SPC TN       -   164,510.      519,040.      MT  (+/- 180 meters Scaled)
 FD0651
 FD0651                          SUPERSEDED SURVEY CONTROL
 FD0651
 FD0651  NGVD 29 (??/??/92)  238.504  (m)          782.49   (f) ADJ UNCH    2 0
 FD0651
 FD0651.Superseded values are not recommended for survey control.
 FD0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0651.See file dsdata.txt to determine how the superseded data were derived.
 FD0651
 FD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE094631(NAD 83)
 FD0651_MARKER: DD = SURVEY DISK
 FD0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0651_STAMPING: WPA TDG 9431 1935
 FD0651_MARK LOGO: TNDG  
 FD0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0651+STABILITY: SURFACE MOTION
 FD0651
 FD0651  HISTORY     - Date     Condition        Report By
 FD0651  HISTORY     - 1935     MONUMENTED       TNDG
 FD0651  HISTORY     - 1963     GOOD             TNHD
 FD0651  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0651
 FD0651                          STATION DESCRIPTION
 FD0651
 FD0651'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0651'6.8 MI N FROM SPRING HILL.
 FD0651'FROM THE POST OFFICE IN SPRINGHILL GO 6.8 MILES NORTH ON U.S.
 FD0651'HIGHWAY 31 TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 30
 FD0651'FT. WEST OF THE CENTERLINE OF U.S. HIGHWAY 31, 2 FT. EAST OF A
 FD0651'WIRE FENCE AND 32 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS
 FD0651'A STANDARD WPA TDG DISK SET IN TOP OF A 6-INCH SQUARE, CONCRETE
 FD0651'MONUMENT, PROJECTING 6 INCHES ABOVE THE GROUND.
 FD0651
 FD0651                          STATION RECOVERY (1983)
 FD0651
 FD0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0651'NOT RECOVERED.  INADEQUATE DESCRIPTION, ICE AND SNOW HAMPERED THE
 FD0651'SEARCH FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0493 ***********************************************************************
 FD0493  DESIGNATION -  9433
 FD0493  PID         -  FD0493
 FD0493  STATE/COUNTY-  TN/WILLIAMSON
 FD0493  USGS QUAD   -  SPRING HILL (1979)
 FD0493
 FD0493                         *CURRENT SURVEY CONTROL
 FD0493  ___________________________________________________________________
 FD0493* NAD 83(1986)-  35 48 19.     (N)    086 54 08.     (W)     SCALED    
 FD0493* NAVD 88     -       241.836  (meters)     793.42   (feet)  ADJUSTED  
 FD0493  ___________________________________________________________________
 FD0493  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0493  DYNAMIC HT  -         241.622 (meters)     792.72  (feet)  COMP
 FD0493  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0493
 FD0493  VERT ORDER  -  SECOND    CLASS 0
 FD0493
 FD0493.The horizontal coordinates were scaled from a topographic map and have
 FD0493.an estimated accuracy of +/- 6 seconds.
 FD0493
 FD0493.The orthometric height was determined by differential leveling
 FD0493.and adjusted by the National Geodetic Survey in June 1991..
 FD0493
 FD0493.The geoid height was determined by GEOID03.
 FD0493
 FD0493.The dynamic height is computed by dividing the NAVD 88
 FD0493.geopotential number by the normal gravity value computed on the
 FD0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0493.degrees latitude (g = 980.6199 gals.).
 FD0493
 FD0493.The modeled gravity was interpolated from observed gravity values.
 FD0493
 FD0493;                    North         East    Units  Estimated Accuracy
 FD0493;SPC TN       -   163,690.      518,460.      MT  (+/- 180 meters Scaled)
 FD0493
 FD0493                          SUPERSEDED SURVEY CONTROL
 FD0493
 FD0493  NGVD 29 (??/??/92)  241.802  (m)          793.31   (f) ADJ UNCH    2 0
 FD0493
 FD0493.Superseded values are not recommended for survey control.
 FD0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0493.See file dsdata.txt to determine how the superseded data were derived.
 FD0493
 FD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE088623(NAD 83)
 FD0493_MARKER: DD = SURVEY DISK
 FD0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0493_STAMPING: 9433
 FD0493_MARK LOGO: TNDG  
 FD0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0493+STABILITY: SURFACE MOTION
 FD0493
 FD0493  HISTORY     - Date     Condition        Report By
 FD0493  HISTORY     - UNK      MONUMENTED       TNDG
 FD0493  HISTORY     - 1960     GOOD             NGS
 FD0493  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0493
 FD0493                          STATION DESCRIPTION
 FD0493
 FD0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0493'0.8 MI NE FROM THOMPSONS.
 FD0493'FROM THE PAVED ROAD CROSSING IN THOMPSONS, GO NORTHEAST ON THE
 FD0493'L. AND N. RAILROAD FOR 0.75 MILE.  THE BENCH MARK IS 77 FT. EAST
 FD0493'OF THE EAST RAIL OF THE TRACK, 54 FT. NORTH OF THE CENTER OF A
 FD0493'DRIVE, 31 FT. WEST OF THE CENTER OF U.S. HIGHWAY 31, 9 FT. NORTH
 FD0493'OF A TELEPHONE POLE AND 1.4 FT. WEST OF A WITNESS SIGN.  THE DISK
 FD0493'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 FD0493'LEVEL WITH THE HIGHWAY.
 FD0493
 FD0493                          STATION RECOVERY (1984)
 FD0493
 FD0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0493'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1863 ***********************************************************************
 FB1863  DESIGNATION -  945.3
 FB1863  PID         -  FB1863
 FB1863  STATE/COUNTY-  TN/KNOX
 FB1863  USGS QUAD   -  SHOOKS GAP (1987)
 FB1863
 FB1863                         *CURRENT SURVEY CONTROL
 FB1863  ___________________________________________________________________
 FB1863* NAD 83(1986)-  35 59 25.     (N)    083 51 14.     (W)     SCALED    
 FB1863* NAVD 88     -       287.86   (+/-2cm)     944.4    (feet)  VERTCON   
 FB1863  ___________________________________________________________________
 FB1863  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1863
 FB1863  VERT ORDER  -  ? (See Below)
 FB1863
 FB1863.The horizontal coordinates were scaled from a topographic map and have
 FB1863.an estimated accuracy of +/- 6 seconds.
 FB1863
 FB1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1863.The vertical order pertains to the NGVD 29 superseded value.
 FB1863
 FB1863.The geoid height was determined by GEOID03.
 FB1863
 FB1863;                    North         East    Units  Estimated Accuracy
 FB1863;SPC TN       -   185,960.      793,500.      MT  (+/- 180 meters Scaled)
 FB1863
 FB1863                          SUPERSEDED SURVEY CONTROL
 FB1863
 FB1863  NGVD 29 (??/??/92)  288.003  (m)          944.89   (f) ADJ UNCH    ?  
 FB1863
 FB1863.Superseded values are not recommended for survey control.
 FB1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1863.See file dsdata.txt to determine how the superseded data were derived.
 FB1863
 FB1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV427866(NAD 83)
 FB1863_MARKER: Q = CHISELED SQUARE
 FB1863_SETTING: 80 = SET IN A BOULDER
 FB1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1863+STABILITY: SURFACE MOTION
 FB1863
 FB1863  HISTORY     - Date     Condition        Report By
 FB1863  HISTORY     - UNK      MONUMENTED       USGS
 FB1863  HISTORY     - 1936     GOOD             USGS
 FB1863
 FB1863                          STATION DESCRIPTION
 FB1863
 FB1863'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1863'0.5 MI S FROM KNOXVILLE.
 FB1863'0.5 MILE SOUTH ALONG HOLSTON HEIGHTS DRIVE FROM CHILHOWEE SCHOOL,
 FB1863'NEAR THE EASTERN OUTSKIRTS OF KNOXVILLE, 55 FEET SOUTH AND 26
 FB1863'FEET EAST OF THE JUNCTION OF A PRIVATE ROAD LEADING WEST, AND ON
 FB1863'THE TOP OF A BOULDER.  A CHISELED SQUARE, PAINTED USBM 945.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0482 ***********************************************************************
 FC0482  DESIGNATION -  948.5
 FC0482  PID         -  FC0482
 FC0482  STATE/COUNTY-  TN/MCMINN
 FC0482  USGS QUAD   -  ATHENS (1990)
 FC0482
 FC0482                         *CURRENT SURVEY CONTROL
 FC0482  ___________________________________________________________________
 FC0482* NAD 83(1986)-  35 27 21.     (N)    084 33 16.     (W)     SCALED    
 FC0482* NAVD 88     -       288.705  (meters)     947.19   (feet)  ADJUSTED  
 FC0482  ___________________________________________________________________
 FC0482  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0482  DYNAMIC HT  -         288.424 (meters)     946.27  (feet)  COMP
 FC0482  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 FC0482
 FC0482  VERT ORDER  -  SECOND    CLASS 0
 FC0482
 FC0482.The horizontal coordinates were scaled from a topographic map and have
 FC0482.an estimated accuracy of +/- 6 seconds.
 FC0482
 FC0482.The orthometric height was determined by differential leveling
 FC0482.and adjusted by the National Geodetic Survey in June 1991..
 FC0482
 FC0482.The geoid height was determined by GEOID03.
 FC0482
 FC0482.The dynamic height is computed by dividing the NAVD 88
 FC0482.geopotential number by the normal gravity value computed on the
 FC0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0482.degrees latitude (g = 980.6199 gals.).
 FC0482
 FC0482.The modeled gravity was interpolated from observed gravity values.
 FC0482
 FC0482;                    North         East    Units  Estimated Accuracy
 FC0482;SPC TN       -   125,510.      731,220.      MT  (+/- 180 meters Scaled)
 FC0482
 FC0482                          SUPERSEDED SURVEY CONTROL
 FC0482
 FC0482  NGVD 29 (??/??/92)  288.775  (m)          947.42   (f) ADJ UNCH    2 0
 FC0482
 FC0482.Superseded values are not recommended for survey control.
 FC0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0482.See file dsdata.txt to determine how the superseded data were derived.
 FC0482
 FC0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE219263(NAD 83)
 FC0482_MARKER: X = CHISELED CROSS
 FC0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0482
 FC0482  HISTORY     - Date     Condition        Report By
 FC0482  HISTORY     - UNK      MONUMENTED       USGS
 FC0482  HISTORY     - 1933     GOOD             NGS
 FC0482
 FC0482                          STATION DESCRIPTION
 FC0482
 FC0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0482'2.4 MI NE FROM ATHENS.
 FC0482'2.4 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0482'FROM ATHENS, MC MINN COUNTY, 1/3 MILE EAST OF MILEPOST L 332, 105
 FC0482'FEET EAST OF A ROAD CROSSING, 10 FEET SOUTH OF THE SOUTH RAIL,
 FC0482'AND ON THE HIGHEST POINT OF AN IRON PIPE CULVERT.  A CHISELED
 FC0482'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2615 ***********************************************************************
 AJ2615  DESIGNATION -  95
 AJ2615  PID         -  AJ2615
 AJ2615  STATE/COUNTY-  TN/SHELBY
 AJ2615  USGS QUAD   -  ELLENDALE (1993)
 AJ2615
 AJ2615                         *CURRENT SURVEY CONTROL
 AJ2615  ___________________________________________________________________
 AJ2615* NAD 83(1995)-  35 07 51.14005(N)    089 47 06.26564(W)     ADJUSTED  
 AJ2615* NAVD 88     -       102.24   (meters)     335.4    (feet)  LEVELING  
 AJ2615  ___________________________________________________________________
 AJ2615  X           -      19,589.114 (meters)                     COMP
 AJ2615  Y           -  -5,222,109.836 (meters)                     COMP
 AJ2615  Z           -   3,649,793.868 (meters)                     COMP
 AJ2615  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ2615  ELLIP HEIGHT-          74.81  (meters)          (04/26/01) GPS OBS
 AJ2615  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AJ2615
 AJ2615  HORZ ORDER  -  FIRST
 AJ2615  VERT ORDER  -  THIRD ?
 AJ2615  ELLP ORDER  -  FOURTH    CLASS I
 AJ2615
 AJ2615.The horizontal coordinates were established by GPS observations
 AJ2615.and adjusted by the National Geodetic Survey in April 2001..
 AJ2615
 AJ2615.The orthometric height was determined by differential leveling.
 AJ2615.The vertical network tie was performed by a horz. field party for horz.
 AJ2615.obs reductions. Reset procedures were used to establish the elevation.
 AJ2615
 AJ2615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2615
 AJ2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2615
 AJ2615.The ellipsoidal height was determined by GPS observations
 AJ2615.and is referenced to NAD 83.
 AJ2615
 AJ2615.The geoid height was determined by GEOID03.
 AJ2615
 AJ2615;                    North         East     Units Scale Factor Converg.
 AJ2615;SPC TN       -    95,158.333   255,096.603   MT  1.00002316   -2 12 57.4
 AJ2615;SPC TN       -   312,198.63    836,929.44   sFT  1.00002316   -2 12 57.4
 AJ2615;UTM  16      - 3,891,107.310   246,228.686   MT  1.00039375   -1 36 12.7
 AJ2615
 AJ2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2615!SPC TN       -   0.99998826  x   1.00002316  =   1.00001142
 AJ2615!UTM  16      -   0.99998826  x   1.00039375  =   1.00038200
 AJ2615
 AJ2615                          SUPERSEDED SURVEY CONTROL
 AJ2615
 AJ2615.No superseded survey control is available for this station.
 AJ2615
 AJ2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4622991107(NAD 83)
 AJ2615_MARKER: DD = SURVEY DISK
 AJ2615_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2615+WITH SETTING: INFORMATION.
 AJ2615_STAMPING: 095
 AJ2615_MARK LOGO: MLGW  
 AJ2615_PROJECTION: FLUSH
 AJ2615_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2615+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2002
 AJ2615_ROD/PIPE-DEPTH:  0.8 meters
 AJ2615
 AJ2615  HISTORY     - Date     Condition        Report By
 AJ2615  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2615  HISTORY     - 20021220 GOOD             TN1620
 AJ2615
 AJ2615                          STATION DESCRIPTION
 AJ2615
 AJ2615'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2615'THE STATION IS LOCATED IN CENTRAL SHELBY COUNTY APPROXIMATELY 0.50
 AJ2615'MILES (0.80 KM) EAST OF AGRICENTER INTERNATIONAL.
 AJ2615'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN PARKWAY AND
 AJ2615'WALNUT GROVE ROAD, PROCEED EAST ON WALNUT GROVE ROAD APPROXIMATELY
 AJ2615'0.70 MILE (1.13 KM) TO WALNUT BEND ROAD.  THE STATION IS ON THE LEFT.
 AJ2615'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2615'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2615'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 240.00 FEET (73.15 M)
 AJ2615'NORTH OF THE CENTERLINE OF WALNUT GROVE ROAD, 134.90 FEET (41.12 M)
 AJ2615'SOUTH OF THE CENTERLINE OF RALEIGH-LAGRANGE ROAD PROJECTED EAST, 95.50
 AJ2615'FEET (29.11 M) SOUTH OF THE CENTERLINE OF A DRIVEWAY TO A CHURCH AT
 AJ2615'ADDRESS 8350 WALNUT GROVE ROAD, 80.00 FEET (24.38 M) NORTHEAST OF A
 AJ2615'WOOD POWER POLE NO.  176371, 28.60 FEET (8.72 M) NORTHEAST OF A NO
 AJ2615'PARKING SIGN, 10.00 FEET (3.05 M) EAST OF THE EAST CURBLINE OF WALNUT
 AJ2615'BEND ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2615
 AJ2615                          STATION RECOVERY (2002)
 AJ2615
 AJ2615'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (SB)
 AJ2615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2616 ***********************************************************************
 AJ2616  DESIGNATION -  96
 AJ2616  PID         -  AJ2616
 AJ2616  STATE/COUNTY-  TN/SHELBY
 AJ2616  USGS QUAD   -  ELLENDALE (1993)
 AJ2616
 AJ2616                         *CURRENT SURVEY CONTROL
 AJ2616  ___________________________________________________________________
 AJ2616* NAD 83(1995)-  35 08 51.02997(N)    089 49 04.63915(W)     ADJUSTED  
 AJ2616* NAVD 88     -       100.08   (meters)     328.3    (feet)  LEVELING  
 AJ2616  ___________________________________________________________________
 AJ2616  X           -      16,588.808 (meters)                     COMP
 AJ2616  Y           -  -5,221,056.156 (meters)                     COMP
 AJ2616  Z           -   3,651,301.947 (meters)                     COMP
 AJ2616  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AJ2616  ELLIP HEIGHT-          72.66  (meters)          (04/26/01) GPS OBS
 AJ2616  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ2616
 AJ2616  HORZ ORDER  -  FIRST
 AJ2616  VERT ORDER  -  THIRD ?
 AJ2616  ELLP ORDER  -  FOURTH    CLASS I
 AJ2616
 AJ2616.The horizontal coordinates were established by GPS observations
 AJ2616.and adjusted by the National Geodetic Survey in April 2001..
 AJ2616
 AJ2616.The orthometric height was determined by differential leveling.
 AJ2616.The vertical network tie was performed by a horz. field party for horz.
 AJ2616.obs reductions. Reset procedures were used to establish the elevation.
 AJ2616
 AJ2616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2616
 AJ2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2616
 AJ2616.The ellipsoidal height was determined by GPS observations
 AJ2616.and is referenced to NAD 83.
 AJ2616
 AJ2616.The geoid height was determined by GEOID03.
 AJ2616
 AJ2616;                    North         East     Units Scale Factor Converg.
 AJ2616;SPC TN       -    97,119.011   252,173.872   MT  1.00001967   -2 14 06.7
 AJ2616;SPC TN       -   318,631.29    827,340.45   sFT  1.00001967   -2 14 06.7
 AJ2616;UTM  16      - 3,893,037.382   243,284.048   MT  1.00041228   -1 37 23.3
 AJ2616
 AJ2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2616!SPC TN       -   0.99998860  x   1.00001967  =   1.00000826
 AJ2616!UTM  16      -   0.99998860  x   1.00041228  =   1.00040087
 AJ2616
 AJ2616                          SUPERSEDED SURVEY CONTROL
 AJ2616
 AJ2616.No superseded survey control is available for this station.
 AJ2616
 AJ2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4328493037(NAD 83)
 AJ2616_MARKER: DD = SURVEY DISK
 AJ2616_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2616+WITH SETTING: INFORMATION.
 AJ2616_STAMPING: 096
 AJ2616_MARK LOGO: MLGW  
 AJ2616_PROJECTION: FLUSH
 AJ2616_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2616+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 AJ2616_ROD/PIPE-DEPTH:  0.8 meters
 AJ2616
 AJ2616  HISTORY     - Date     Condition        Report By
 AJ2616  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2616  HISTORY     - 20031028 GOOD             TN1620
 AJ2616
 AJ2616                          STATION DESCRIPTION
 AJ2616
 AJ2616'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2616'THE STATION IS LOCATED IN CENTRAL SHELBY COUNTY AT THE NORTHEAST
 AJ2616'CORNER OF SHELBY FARMS.
 AJ2616'TO REACH THE STATION FROM THE INTERSECTION OF MULLINS STATION ROAD AND
 AJ2616'WHITTEN ROAD PROCEED EAST ON MULLINS STATION ROAD APPROXIMATELY 1.10
 AJ2616'MILE (1.77 KM) TO RALEIGH-LAGRANGE ROAD.  THE STATION IS ON THE RIGHT.
 AJ2616'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2616'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2616'A DETPH OF 30 INCHES.  THE STATION IS AT THE NORTHEAST CORNER OF
 AJ2616'PLOUGH PARK LOCATED AT THE NORTHEAST CORNER OF SHEBLY FARMS, 97.80
 AJ2616'FEET (29.81 M) WEST OF THE CENTERLINE OF RALEIGH-LAGRANGE ROAD, 37.10
 AJ2616'FEET (11.31 M) SOUTH OF THE CENTERLINE OF MULLINS STATION ROAD, 36.80
 AJ2616'FEET (11.22 M) WEST OF A WOOD POWER POLE NO.  32529, 3.45 FEET (1.05
 AJ2616'M) NORTH OF FARM FENCE WITH CONCRETE POST.  THE CAP AND CONCRETE ARE
 AJ2616'SET FLUSH WITH THE GROUND.
 AJ2616
 AJ2616                          STATION RECOVERY (2003)
 AJ2616
 AJ2616'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1462 ***********************************************************************
 FC1462  DESIGNATION -  963.410
 FC1462  PID         -  FC1462
 FC1462  STATE/COUNTY-  TN/WARREN
 FC1462  USGS QUAD   -  MC MINNVILLE (1984)
 FC1462
 FC1462                         *CURRENT SURVEY CONTROL
 FC1462  ___________________________________________________________________
 FC1462* NAD 83(1986)-  35 39 59.     (N)    085 47 43.     (W)     SCALED    
 FC1462* NAVD 88     -       293.548  (meters)     963.08   (feet)  ADJUSTED  
 FC1462  ___________________________________________________________________
 FC1462  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1462  DYNAMIC HT  -         293.276 (meters)     962.19  (feet)  COMP
 FC1462  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 FC1462
 FC1462  VERT ORDER  -  SECOND    CLASS 0
 FC1462
 FC1462.The horizontal coordinates were scaled from a topographic map and have
 FC1462.an estimated accuracy of +/- 6 seconds.
 FC1462
 FC1462.The orthometric height was determined by differential leveling
 FC1462.and adjusted by the National Geodetic Survey in June 1991..
 FC1462
 FC1462.The geoid height was determined by GEOID03.
 FC1462
 FC1462.The dynamic height is computed by dividing the NAVD 88
 FC1462.geopotential number by the normal gravity value computed on the
 FC1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1462.degrees latitude (g = 980.6199 gals.).
 FC1462
 FC1462.The modeled gravity was interpolated from observed gravity values.
 FC1462
 FC1462;                    North         East    Units  Estimated Accuracy
 FC1462;SPC TN       -   147,920.      618,540.      MT  (+/- 180 meters Scaled)
 FC1462
 FC1462                          SUPERSEDED SURVEY CONTROL
 FC1462
 FC1462  NGVD 29 (??/??/92)  293.572  (m)          963.16   (f) ADJ UNCH    2 0
 FC1462
 FC1462.Superseded values are not recommended for survey control.
 FC1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1462.See file dsdata.txt to determine how the superseded data were derived.
 FC1462
 FC1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE090476(NAD 83)
 FC1462_MARKER: N = NAIL
 FC1462_SETTING: 0 = UNSPECIFIED SETTING
 FC1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1462
 FC1462  HISTORY     - Date     Condition        Report By
 FC1462  HISTORY     - UNK      MONUMENTED       TNHD
 FC1462  HISTORY     - 1934     GOOD             NGS
 FC1462
 FC1462                          STATION DESCRIPTION
 FC1462
 FC1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1462'1.5 MI SW FROM MC MINNVILLE.
 FC1462'1.5 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1462'RAILWAY FROM MC MINNVILLE, WARREN COUNTY, IN A POLE AT AN OVERHEAD
 FC1462'CROSSING, 17 FEET NORTH OF THE CENTERLINE OF THE TRACK, 18 FEET
 FC1462'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE
 FC1462'GROUND.  A 16-PENNY NAIL PROJECTING ONE INCH FROM THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2617 ***********************************************************************
 AJ2617  DESIGNATION -  97
 AJ2617  PID         -  AJ2617
 AJ2617  STATE/COUNTY-  TN/SHELBY
 AJ2617  USGS QUAD   -  ELLENDALE (1993)
 AJ2617
 AJ2617                         *CURRENT SURVEY CONTROL
 AJ2617  ___________________________________________________________________
 AJ2617* NAD 83(1995)-  35 09 14.66618(N)    089 51 08.25720(W)     ADJUSTED  
 AJ2617* NAVD 88     -        87.74   (meters)     287.9    (feet)  LEVELING  
 AJ2617  ___________________________________________________________________
 AJ2617  X           -      13,458.629 (meters)                     COMP
 AJ2617  Y           -  -5,220,635.708 (meters)                     COMP
 AJ2617  Z           -   3,651,890.433 (meters)                     COMP
 AJ2617  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ2617  ELLIP HEIGHT-          60.33  (meters)          (04/26/01) GPS OBS
 AJ2617  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ2617
 AJ2617  HORZ ORDER  -  FIRST
 AJ2617  VERT ORDER  -  THIRD ?
 AJ2617  ELLP ORDER  -  FOURTH    CLASS I
 AJ2617
 AJ2617.The horizontal coordinates were established by GPS observations
 AJ2617.and adjusted by the National Geodetic Survey in April 2001..
 AJ2617
 AJ2617.The orthometric height was determined by differential leveling.
 AJ2617.The vertical network tie was performed by a horz. field party for horz.
 AJ2617.obs reductions. Reset procedures were used to establish the elevation.
 AJ2617
 AJ2617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2617
 AJ2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2617
 AJ2617.The ellipsoidal height was determined by GPS observations
 AJ2617.and is referenced to NAD 83.
 AJ2617
 AJ2617.The geoid height was determined by GEOID03.
 AJ2617
 AJ2617;                    North         East     Units Scale Factor Converg.
 AJ2617;SPC TN       -    97,969.460   249,075.828   MT  1.00001831   -2 15 19.0
 AJ2617;SPC TN       -   321,421.47    817,176.28   sFT  1.00001831   -2 15 19.0
 AJ2617;UTM  16      - 3,893,855.018   240,175.844   MT  1.00043207   -1 38 35.5
 AJ2617
 AJ2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2617!SPC TN       -   0.99999053  x   1.00001831  =   1.00000884
 AJ2617!UTM  16      -   0.99999053  x   1.00043207  =   1.00042260
 AJ2617
 AJ2617                          SUPERSEDED SURVEY CONTROL
 AJ2617
 AJ2617.No superseded survey control is available for this station.
 AJ2617
 AJ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4017693855(NAD 83)
 AJ2617_MARKER: DD = SURVEY DISK
 AJ2617_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2617+WITH SETTING: INFORMATION.
 AJ2617_STAMPING: 097
 AJ2617_MARK LOGO: MLGW  
 AJ2617_PROJECTION: FLUSH
 AJ2617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2617+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2617_ROD/PIPE-DEPTH:  0.8 meters
 AJ2617
 AJ2617  HISTORY     - Date     Condition        Report By
 AJ2617  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2617
 AJ2617                          STATION DESCRIPTION
 AJ2617
 AJ2617'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2617'THE STATION IS LOCATED IN CENTRAL SHELBY COUNTY AT THE SHELBY COUNTY
 AJ2617'CORRECTION CENTER.
 AJ2617'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 (I-40) AND
 AJ2617'SYCAMORE VIEW ROAD PROCEED SOUTH ON SYCAMORE VIEW ROAD FOR
 AJ2617'APPROXIMATELY 0.80 MILE (1.29 KM) TO MULLINS STATION ROAD.  TURN LEFT
 AJ2617'AND CONTINUE EAST ON MULLINS STATION ROAD APPROXIMATELY 0.35 MILES
 AJ2617'(0.56 KM) TO THE INTERSECTION OF MULLINS STATION ROAD, (MULLINS
 AJ2617'STATION RUNS NORTH-SOUTH) .  THE STATION IS ON THE RIGHT.
 AJ2617'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2617'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2617'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 230.00 FEET (70.10 M)
 AJ2617'WEST OF THE CENTERLINE OF MULLINS STATION ROAD NORTH-SOUTH, 158.50
 AJ2617'FEET (48.31 M) SOUTH OF THE CENTERLINE OF MULLINS STATION ROAD
 AJ2617'(MULLINS STATION EAST-WEST) , 143.00 FEET (43.59 M) SOUTHWEST OF A
 AJ2617'WOOD POWER POLE NO.  157642, 16.00 FEET (4.88 M) SOUTH OF THE EDGE OF
 AJ2617'A ASPHALT PARKING LOT, 12.80 FEET (3.90 M) NORTH OF THE CENTERLINE OF
 AJ2617'A RR TRACK.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0161 ***********************************************************************
 FD0161  DESIGNATION -  971
 FD0161  PID         -  FD0161
 FD0161  STATE/COUNTY-  TN/FRANKLIN
 FD0161  USGS QUAD   -  WINCHESTER (1971)
 FD0161
 FD0161                         *CURRENT SURVEY CONTROL
 FD0161  ___________________________________________________________________
 FD0161* NAD 83(1986)-  35 09 42.     (N)    086 00 24.     (W)     SCALED    
 FD0161* NAVD 88     -       295.184  (meters)     968.45   (feet)  ADJUSTED  
 FD0161  ___________________________________________________________________
 FD0161  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0161  DYNAMIC HT  -         294.892 (meters)     967.49  (feet)  COMP
 FD0161  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 FD0161
 FD0161  VERT ORDER  -  FIRST     CLASS II
 FD0161
 FD0161.The horizontal coordinates were scaled from a topographic map and have
 FD0161.an estimated accuracy of +/- 6 seconds.
 FD0161
 FD0161.The orthometric height was determined by differential leveling
 FD0161.and adjusted by the National Geodetic Survey in June 1991..
 FD0161
 FD0161.The geoid height was determined by GEOID03.
 FD0161
 FD0161.The dynamic height is computed by dividing the NAVD 88
 FD0161.geopotential number by the normal gravity value computed on the
 FD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0161.degrees latitude (g = 980.6199 gals.).
 FD0161
 FD0161.The modeled gravity was interpolated from observed gravity values.
 FD0161
 FD0161;                    North         East    Units  Estimated Accuracy
 FD0161;SPC TN       -    91,900.      599,390.      MT  (+/- 180 meters Scaled)
 FD0161
 FD0161                          SUPERSEDED SURVEY CONTROL
 FD0161
 FD0161  NGVD 29 (??/??/92)  295.154  (m)          968.35   (f) ADJ UNCH    1 2
 FD0161
 FD0161.Superseded values are not recommended for survey control.
 FD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0161.See file dsdata.txt to determine how the superseded data were derived.
 FD0161
 FD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED904914(NAD 83)
 FD0161_MARKER: DD = SURVEY DISK
 FD0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0161_SP_SET: CULVERT
 FD0161_STAMPING: 971 NASHVILLE 1899
 FD0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0161
 FD0161  HISTORY     - Date     Condition        Report By
 FD0161  HISTORY     - 1899     MONUMENTED       USGS
 FD0161  HISTORY     - 1935     GOOD             NGS
 FD0161
 FD0161                          STATION DESCRIPTION
 FD0161
 FD0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0161'0.3 MI SE FROM COWAN.
 FD0161'0.3 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0161'RAILWAY FROM THE STATION AT COWAN, FRANKLIN COUNTY, AT THE SOUTHEAST
 FD0161'END OF A STONE CULVERT, AND ON THE TOP OF THE NORTHEAST CAPSTONE.
 FD0161'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 971
 FD0161'NASHVILLE 1899.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2034 ***********************************************************************
 FB2034  DESIGNATION -  971.9
 FB2034  PID         -  FB2034
 FB2034  STATE/COUNTY-  TN/BLOUNT
 FB2034  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2034
 FB2034                         *CURRENT SURVEY CONTROL
 FB2034  ___________________________________________________________________
 FB2034* NAD 83(1986)-  35 42 01.     (N)    083 48 02.     (W)     SCALED    
 FB2034* NAVD 88     -       296.22   (+/-2cm)     971.8    (feet)  VERTCON   
 FB2034  ___________________________________________________________________
 FB2034  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FB2034
 FB2034  VERT ORDER  -  ? (See Below)
 FB2034
 FB2034.The horizontal coordinates were scaled from a topographic map and have
 FB2034.an estimated accuracy of +/- 6 seconds.
 FB2034
 FB2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2034.The vertical order pertains to the NGVD 29 superseded value.
 FB2034
 FB2034.The geoid height was determined by GEOID03.
 FB2034
 FB2034;                    North         East    Units  Estimated Accuracy
 FB2034;SPC TN       -   153,900.      799,030.      MT  (+/- 180 meters Scaled)
 FB2034
 FB2034                          SUPERSEDED SURVEY CONTROL
 FB2034
 FB2034  NGVD 29 (??/??/92)  296.333  (m)          972.22   (f) ADJ UNCH    ?  
 FB2034
 FB2034.Superseded values are not recommended for survey control.
 FB2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2034.See file dsdata.txt to determine how the superseded data were derived.
 FB2034
 FB2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV466543(NAD 83)
 FB2034_MARKER: Q = CHISELED SQUARE
 FB2034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2034_SP_SET: CULVERT
 FB2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2034
 FB2034  HISTORY     - Date     Condition        Report By
 FB2034  HISTORY     - UNK      MONUMENTED       TVA
 FB2034  HISTORY     - 1938     GOOD             TVA
 FB2034
 FB2034                          STATION DESCRIPTION
 FB2034
 FB2034'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2034'0.9 MI NW FROM KINZEL SPRINGS.
 FB2034'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 73 FROM KINZEL SPRINGS,
 FB2034'0.35 MILE SOUTHEAST OF A HORSESHOE BEND IN THE HIGHWAY AND
 FB2034'RIVER, AT A CONCRETE CULVERT, AND ON THE TOP OF THE SOUTHWEST
 FB2034'HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0864 ***********************************************************************
 FC0864  DESIGNATION -  979 MC
 FC0864  PID         -  FC0864
 FC0864  STATE/COUNTY-  TN/MCMINN
 FC0864  USGS QUAD   -  NIOTA (1990)
 FC0864
 FC0864                         *CURRENT SURVEY CONTROL
 FC0864  ___________________________________________________________________
 FC0864* NAD 83(1986)-  35 30 54.     (N)    084 32 46.     (W)     SCALED    
 FC0864* NAVD 88     -       297.950  (meters)     977.52   (feet)  ADJUSTED  
 FC0864  ___________________________________________________________________
 FC0864  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0864  DYNAMIC HT  -         297.659 (meters)     976.57  (feet)  COMP
 FC0864  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 FC0864
 FC0864  VERT ORDER  -  FIRST     CLASS I
 FC0864
 FC0864.The horizontal coordinates were scaled from a topographic map and have
 FC0864.an estimated accuracy of +/- 6 seconds.
 FC0864
 FC0864.The orthometric height was determined by differential leveling
 FC0864.and adjusted by the National Geodetic Survey in June 1991..
 FC0864
 FC0864.The geoid height was determined by GEOID03.
 FC0864
 FC0864.The dynamic height is computed by dividing the NAVD 88
 FC0864.geopotential number by the normal gravity value computed on the
 FC0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0864.degrees latitude (g = 980.6199 gals.).
 FC0864
 FC0864.The modeled gravity was interpolated from observed gravity values.
 FC0864
 FC0864;                    North         East    Units  Estimated Accuracy
 FC0864;SPC TN       -   132,090.      731,880.      MT  (+/- 180 meters Scaled)
 FC0864
 FC0864                          SUPERSEDED SURVEY CONTROL
 FC0864
 FC0864  NGVD 29 (??/??/92)  298.010  (m)          977.72   (f) ADJ UNCH    1 1
 FC0864
 FC0864.Superseded values are not recommended for survey control.
 FC0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0864.See file dsdata.txt to determine how the superseded data were derived.
 FC0864
 FC0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE225329(NAD 83)
 FC0864_MARKER: DB = BENCH MARK DISK
 FC0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0864_SP_SET: BUILDING
 FC0864_STAMPING: 977.928 FT MC
 FC0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0864
 FC0864  HISTORY     - Date     Condition        Report By
 FC0864  HISTORY     - UNK      MONUMENTED       USGS
 FC0864  HISTORY     - 1968     GOOD             NGS
 FC0864
 FC0864                          STATION DESCRIPTION
 FC0864
 FC0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0864'AT NIOTA.
 FC0864'AT NIOTA, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTH
 FC0864'CORNER OF THE SOUTHERN RAILWAY STATION, 33.6 FEET NORTHWEST OF
 FC0864'THE NORTHWEST RAIL OF THE SOUTHERN RAILWAY, 3.1 FEET NORTHWEST
 FC0864'OF THE SOUTH CORNER OF THE STATION, 1 1/2 FEET ABOVE THE LEVEL
 FC0864'OF THE GROUND AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2618 ***********************************************************************
 AJ2618  DESIGNATION -  98
 AJ2618  PID         -  AJ2618
 AJ2618  STATE/COUNTY-  TN/SHELBY
 AJ2618  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2618
 AJ2618                         *CURRENT SURVEY CONTROL
 AJ2618  ___________________________________________________________________
 AJ2618* NAD 83(1995)-  35 08 08.55591(N)    089 53 13.34342(W)     ADJUSTED  
 AJ2618* NAVD 88     -        82.98   (meters)     272.2    (feet)  LEVELING  
 AJ2618  ___________________________________________________________________
 AJ2618  X           -      10,294.955 (meters)                     COMP
 AJ2618  Y           -  -5,221,811.855 (meters)                     COMP
 AJ2618  Z           -   3,650,221.755 (meters)                     COMP
 AJ2618  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ2618  ELLIP HEIGHT-          55.61  (meters)          (04/26/01) GPS OBS
 AJ2618  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ2618
 AJ2618  HORZ ORDER  -  FIRST
 AJ2618  VERT ORDER  -  THIRD ?
 AJ2618  ELLP ORDER  -  FOURTH    CLASS I
 AJ2618
 AJ2618.The horizontal coordinates were established by GPS observations
 AJ2618.and adjusted by the National Geodetic Survey in April 2001..
 AJ2618
 AJ2618.The orthometric height was determined by differential leveling.
 AJ2618.The vertical network tie was performed by a horz. field party for horz.
 AJ2618.obs reductions. Reset procedures were used to establish the elevation.
 AJ2618
 AJ2618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2618
 AJ2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2618
 AJ2618.The ellipsoidal height was determined by GPS observations
 AJ2618.and is referenced to NAD 83.
 AJ2618
 AJ2618.The geoid height was determined by GEOID03.
 AJ2618
 AJ2618;                    North         East     Units Scale Factor Converg.
 AJ2618;SPC TN       -    96,058.819   245,831.389   MT  1.00002214   -2 16 32.3
 AJ2618;SPC TN       -   315,152.98    806,531.82   sFT  1.00002214   -2 16 32.3
 AJ2618;UTM  16      - 3,891,908.975   236,950.657   MT  1.00045286   -1 39 45.0
 AJ2618
 AJ2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2618!SPC TN       -   0.99999127  x   1.00002214  =   1.00001341
 AJ2618!UTM  16      -   0.99999127  x   1.00045286  =   1.00044413
 AJ2618
 AJ2618                          SUPERSEDED SURVEY CONTROL
 AJ2618
 AJ2618.No superseded survey control is available for this station.
 AJ2618
 AJ2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3695191909(NAD 83)
 AJ2618_MARKER: DD = SURVEY DISK
 AJ2618_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2618+WITH SETTING: INFORMATION.
 AJ2618_STAMPING: 098
 AJ2618_MARK LOGO: MLGW  
 AJ2618_PROJECTION: FLUSH
 AJ2618_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2618+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 AJ2618_ROD/PIPE-DEPTH:  0.8 meters
 AJ2618
 AJ2618  HISTORY     - Date     Condition        Report By
 AJ2618  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2618  HISTORY     - 20030326 GOOD             TN1620
 AJ2618
 AJ2618                          STATION DESCRIPTION
 AJ2618
 AJ2618'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2618'THE STATION IS LOCATED IN WEST CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2618'0.25 MILES (0.40 KM) WEST OF BRENNAN CITY PARK.
 AJ2618'TO REACH THE STATION FROM THE INTERSECTION OF WALNUT GROVE ROAD AND
 AJ2618'WHITE STATION ROAD PROCEED NORTH ON WHITE STATION ROAD APPROXIMATELY
 AJ2618'0.35 MILE (0.56 KM) TO RICH ROAD.  THE STATION IS ON THE RIGHT.
 AJ2618'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2618'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2618'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED ON THE NORTHEAST CORNER
 AJ2618'OF WHITE STATION ROAD AND RICH ROAD, 45.00 FEET (13.72 M) NORTH OF THE
 AJ2618'NORTH CURBLINE OF RICH ROAD, 11.80 FEET (3.60 M) WEST OF A 6 FOOT (1.8
 AJ2618'M) WROUGHT IRON FENCE, 1.60 FEET (0.49 M) EAST OF THE EAST CURBLINE OF
 AJ2618'WHITE STATION ROAD.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2618'GROUND.
 AJ2618
 AJ2618                          STATION RECOVERY (2003)
 AJ2618
 AJ2618'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1936 ***********************************************************************
 FC1936  DESIGNATION -  983
 FC1936  PID         -  FC1936
 FC1936  STATE/COUNTY-  TN/WARREN
 FC1936  USGS QUAD   -  IRVING COLLEGE (1983)
 FC1936
 FC1936                         *CURRENT SURVEY CONTROL
 FC1936  ___________________________________________________________________
 FC1936* NAD 83(1986)-  35 37 15.     (N)    085 42 34.     (W)     SCALED    
 FC1936* NAVD 88     -       299.56   (+/-2cm)     982.8    (feet)  VERTCON   
 FC1936  ___________________________________________________________________
 FC1936  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1936
 FC1936  VERT ORDER  -  THIRD (See Below)
 FC1936
 FC1936.The horizontal coordinates were scaled from a topographic map and have
 FC1936.an estimated accuracy of +/- 6 seconds.
 FC1936
 FC1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1936.The vertical order pertains to the NGVD 29 superseded value.
 FC1936
 FC1936.The geoid height was determined by GEOID03.
 FC1936
 FC1936;                    North         East    Units  Estimated Accuracy
 FC1936;SPC TN       -   142,890.      626,320.      MT  (+/- 180 meters Scaled)
 FC1936
 FC1936                          SUPERSEDED SURVEY CONTROL
 FC1936
 FC1936  NGVD 29 (??/??/??)  299.59   (m)          982.9    (f) N HEIGHT    3  
 FC1936
 FC1936.Superseded values are not recommended for survey control.
 FC1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1936.See file dsdata.txt to determine how the superseded data were derived.
 FC1936
 FC1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE168426(NAD 83)
 FC1936_MARKER: Q = CHISELED SQUARE
 FC1936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FC1936_SP_SET: HEADWALL
 FC1936_MARK LOGO: NONE  
 FC1936_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1936+STABILITY: SURFACE MOTION
 FC1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1936+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1987
 FC1936
 FC1936  HISTORY     - Date     Condition        Report By
 FC1936  HISTORY     - 1950     MONUMENTED       USGS
 FC1936  HISTORY     - 19870204 GOOD             TNDT
 FC1936
 FC1936                          STATION DESCRIPTION
 FC1936
 FC1936'DESCRIBED BY TN DEPT OF TRANSP 1987
 FC1936'THIS POINT IS ON LINE 1 RUN BY THE USGS IN 1950 AND RECORDED IN BOOK
 FC1936'AV 144 A. THE POINT OF ORIGIN FOR LINE 1 WAS A SECOND ORDER USCGS
 FC1936'LINE 350854, LINE 101.  THE RUN IS IN THE CARDWELL MOUNTAIN QUADRANGLE
 FC1936'AND WAS RUN BY R. H. PAYNE.  IT IS DESCRIBED AS U. E., SMYRNA, 0.8
 FC1936'MILES SOUTH OF, ALONG STATE ROUTE 56, 17 FEET NE OF CENTERLINE OF
 FC1936'HIGHWAY ON SOUTHEAST END OF NORTHEAST CONCRETE HEADWALL OF CULVERT,
 FC1936'CHISELED SQUARE.  ELEVATION 982.91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0334 ***********************************************************************
 FC0334  DESIGNATION -  987.88
 FC0334  PID         -  FC0334
 FC0334  STATE/COUNTY-  TN/POLK
 FC0334  USGS QUAD   -  MC FARLAND (1980)
 FC0334
 FC0334                         *CURRENT SURVEY CONTROL
 FC0334  ___________________________________________________________________
 FC0334* NAD 83(1986)-  35 10 28.     (N)    084 22 59.     (W)     SCALED    
 FC0334* NAVD 88     -       300.81   (+/-2cm)     986.9    (feet)  VERTCON   
 FC0334  ___________________________________________________________________
 FC0334  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FC0334
 FC0334  VERT ORDER  -  ? (See Below)
 FC0334
 FC0334.The horizontal coordinates were scaled from a topographic map and have
 FC0334.an estimated accuracy of +/- 6 seconds.
 FC0334
 FC0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0334.The vertical order pertains to the NGVD 29 superseded value.
 FC0334
 FC0334.The geoid height was determined by GEOID03.
 FC0334
 FC0334;                    North         East    Units  Estimated Accuracy
 FC0334;SPC TN       -    94,540.      747,290.      MT  (+/- 180 meters Scaled)
 FC0334
 FC0334                          SUPERSEDED SURVEY CONTROL
 FC0334
 FC0334  NGVD 29 (??/??/92)  300.855  (m)          987.06   (f) ADJ UNCH    ?  
 FC0334
 FC0334.Superseded values are not recommended for survey control.
 FC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0334.See file dsdata.txt to determine how the superseded data were derived.
 FC0334
 FC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD383955(NAD 83)
 FC0334_MARKER: Z = SEE DESCRIPTION
 FC0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0334_SP_SET: CULVERT
 FC0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0334
 FC0334  HISTORY     - Date     Condition        Report By
 FC0334  HISTORY     - UNK      MONUMENTED       USGS
 FC0334  HISTORY     - 1951     GOOD             NGS
 FC0334
 FC0334                          STATION DESCRIPTION
 FC0334
 FC0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0334'0.9 MI E FROM MC FARLAND.
 FC0334'0.9 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0334'THE STATION AT MC FARLAND, POLK COUNTY, 625 FEET WEST OF MILEPOST
 FC0334'L 356, AND ON THE TOP OF THE SOUTH SIDE OF A CONCRETE ARCH
 FC0334'CULVERT OVER WOLF CREEK, 3 INCHES FROM THE EAST END.  A CHISELED
 FC0334'KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2619 ***********************************************************************
 AJ2619  DESIGNATION -  99
 AJ2619  PID         -  AJ2619
 AJ2619  STATE/COUNTY-  TN/SHELBY
 AJ2619  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 AJ2619
 AJ2619                         *CURRENT SURVEY CONTROL
 AJ2619  ___________________________________________________________________
 AJ2619* NAD 83(1995)-  35 08 33.70102(N)    089 55 42.96545(W)     ADJUSTED  
 AJ2619* NAVD 88     -        86.39   (meters)     283.4    (feet)  LEVELING  
 AJ2619  ___________________________________________________________________
 AJ2619  X           -       6,506.560 (meters)                     COMP
 AJ2619  Y           -  -5,221,374.731 (meters)                     COMP
 AJ2619  Z           -   3,650,857.417 (meters)                     COMP
 AJ2619  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ2619  ELLIP HEIGHT-          59.03  (meters)          (04/26/01) GPS OBS
 AJ2619  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AJ2619
 AJ2619  HORZ ORDER  -  FIRST
 AJ2619  VERT ORDER  -  THIRD ?
 AJ2619  ELLP ORDER  -  FOURTH    CLASS I
 AJ2619
 AJ2619.The horizontal coordinates were established by GPS observations
 AJ2619.and adjusted by the National Geodetic Survey in April 2001..
 AJ2619
 AJ2619.The orthometric height was determined by differential leveling.
 AJ2619.The vertical network tie was performed by a horz. field party for horz.
 AJ2619.obs reductions. Reset procedures were used to establish the elevation.
 AJ2619
 AJ2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2619
 AJ2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2619
 AJ2619.The ellipsoidal height was determined by GPS observations
 AJ2619.and is referenced to NAD 83.
 AJ2619
 AJ2619.The geoid height was determined by GEOID03.
 AJ2619
 AJ2619;                    North         East     Units Scale Factor Converg.
 AJ2619;SPC TN       -    96,984.330   242,077.609   MT  1.00002067   -2 17 59.9
 AJ2619;SPC TN       -   318,189.42    794,216.29   sFT  1.00002067   -2 17 59.9
 AJ2619;UTM  16      - 3,892,794.654   233,185.517   MT  1.00047745   -1 41 12.3
 AJ2619;UTM  15      - 3,893,187.243   779,828.344   MT  1.00056515   +1 46 08.7
 AJ2619
 AJ2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2619!SPC TN       -   0.99999073  x   1.00002067  =   1.00001140
 AJ2619!UTM  16      -   0.99999073  x   1.00047745  =   1.00046818
 AJ2619!UTM  15      -   0.99999073  x   1.00056515  =   1.00055588
 AJ2619
 AJ2619                          SUPERSEDED SURVEY CONTROL
 AJ2619
 AJ2619.No superseded survey control is available for this station.
 AJ2619
 AJ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3318692795(NAD 83)
 AJ2619_MARKER: DD = SURVEY DISK
 AJ2619_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2619+WITH SETTING: INFORMATION.
 AJ2619_STAMPING: 099
 AJ2619_MARK LOGO: MLGW  
 AJ2619_PROJECTION: FLUSH
 AJ2619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2619+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AJ2619_ROD/PIPE-DEPTH:  0.8 meters
 AJ2619
 AJ2619  HISTORY     - Date     Condition        Report By
 AJ2619  HISTORY     - 1993     MONUMENTED       MLGW
 AJ2619
 AJ2619                          STATION DESCRIPTION
 AJ2619
 AJ2619'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1993
 AJ2619'THE STATION IS LOCATED IN WEST CENTRAL SHELBY COUNTY APPROXIMATELY
 AJ2619'0.80 MILES (1.29 KM) NORTH OF GALLOWAY CITY PARK.
 AJ2619'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE AND GRAHAM
 AJ2619'STREET, PROCEED SOUTH ON GRAHAM STREET FOR APPROXIMATELY 0.40 MILES
 AJ2619'(0.64 KM) TO RR TRACKS.  THE STATION IS ON THE RIGHT.
 AJ2619'THE STATION IS A STAINLESS STEEL CAP WITH A PUNCHMARK SET ON A 2 INCH
 AJ2619'GALVANIZED PIPE ENCASED IN A 8 INCH ROUND TUBE FILLED WITH CONCRETE TO
 AJ2619'A DEPTH OF 30 INCHES.  THE STATION IS LOCATED 88.00 FEET (26.82 M)
 AJ2619'WEST OF THE WEST CURBLINE OF GRAHAM STREET, 38.70 FEET (11.80 M) NORTH
 AJ2619'OF THE NORTH CURBLINE FOR A DRIVE TO APARTMENT COMPLEX, 12.00 FEET
 AJ2619'(3.66 M) SOUTH OF THE CENTERLINE OF RR TRACK.  THE CAP AND CONCRETE
 AJ2619'ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0170 ***********************************************************************
 FC0170  DESIGNATION -  999
 FC0170  PID         -  FC0170
 FC0170  STATE/COUNTY-  TN/MONROE
 FC0170  USGS QUAD   -  MADISONVILLE (1984)
 FC0170
 FC0170                         *CURRENT SURVEY CONTROL
 FC0170  ___________________________________________________________________
 FC0170* NAD 83(1986)-  35 31 12.     (N)    084 21 49.     (W)     SCALED    
 FC0170* NAVD 88     -       303.986  (meters)     997.33   (feet)  ADJUSTED  
 FC0170  ___________________________________________________________________
 FC0170  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0170  DYNAMIC HT  -         303.693 (meters)     996.37  (feet)  COMP
 FC0170  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC0170
 FC0170  VERT ORDER  -  SECOND    CLASS 0
 FC0170
 FC0170.The horizontal coordinates were scaled from a topographic map and have
 FC0170.an estimated accuracy of +/- 6 seconds.
 FC0170
 FC0170.The orthometric height was determined by differential leveling
 FC0170.and adjusted by the National Geodetic Survey in June 1991..
 FC0170
 FC0170.The geoid height was determined by GEOID03.
 FC0170
 FC0170.The dynamic height is computed by dividing the NAVD 88
 FC0170.geopotential number by the normal gravity value computed on the
 FC0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0170.degrees latitude (g = 980.6199 gals.).
 FC0170
 FC0170.The modeled gravity was interpolated from observed gravity values.
 FC0170
 FC0170;                    North         East    Units  Estimated Accuracy
 FC0170;SPC TN       -   132,900.      748,420.      MT  (+/- 180 meters Scaled)
 FC0170
 FC0170                          SUPERSEDED SURVEY CONTROL
 FC0170
 FC0170  NGVD 29 (??/??/92)  304.071  (m)          997.61   (f) ADJ UNCH    2 0
 FC0170
 FC0170.Superseded values are not recommended for survey control.
 FC0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0170.See file dsdata.txt to determine how the superseded data were derived.
 FC0170
 FC0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE390339(NAD 83)
 FC0170_MARKER: DD = SURVEY DISK
 FC0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0170_SP_SET: STEPS
 FC0170_STAMPING: WTR 1933 15 999
 FC0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0170
 FC0170  HISTORY     - Date     Condition        Report By
 FC0170  HISTORY     - 1933     MONUMENTED       USGS
 FC0170  HISTORY     - 1935     GOOD             NGS
 FC0170  HISTORY     - 1949     GOOD             NGS
 FC0170
 FC0170                          STATION DESCRIPTION
 FC0170
 FC0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0170'AT MADISONVILLE.
 FC0170'AT MADISONVILLE, MONROE COUNTY, AT THE WEST ENTRANCE TO THE
 FC0170'COUNTY COURTHOUSE, AND IN THE TOP OF THE SOUTH END OF THE FIRST
 FC0170'STONE STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FC0170'STAMPED W T R 1933 15 999 AND PAINTED 998.6.
 FC0170
 FC0170                          STATION RECOVERY (1949)
 FC0170
 FC0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FC0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1524 ***********************************************************************
 GC1524  DESIGNATION -  A
 GC1524  PID         -  GC1524
 GC1524  STATE/COUNTY-  TN/CHEATHAM
 GC1524  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1524
 GC1524                         *CURRENT SURVEY CONTROL
 GC1524  ___________________________________________________________________
 GC1524* NAD 83(1986)-  36 25 28.     (N)    087 04 07.     (W)     SCALED    
 GC1524* NAVD 88     -       215.178  (meters)     705.96   (feet)  ADJUSTED  
 GC1524  ___________________________________________________________________
 GC1524  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1524  DYNAMIC HT  -         214.998 (meters)     705.37  (feet)  COMP
 GC1524  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 GC1524
 GC1524  VERT ORDER  -  SECOND    CLASS 0
 GC1524
 GC1524.The horizontal coordinates were scaled from a topographic map and have
 GC1524.an estimated accuracy of +/- 6 seconds.
 GC1524
 GC1524.The orthometric height was determined by differential leveling
 GC1524.and adjusted by the National Geodetic Survey in June 1991..
 GC1524
 GC1524.The geoid height was determined by GEOID03.
 GC1524
 GC1524.The dynamic height is computed by dividing the NAVD 88
 GC1524.geopotential number by the normal gravity value computed on the
 GC1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1524.degrees latitude (g = 980.6199 gals.).
 GC1524
 GC1524.The modeled gravity was interpolated from observed gravity values.
 GC1524
 GC1524;                    North         East    Units  Estimated Accuracy
 GC1524;SPC TN       -   232,540.      504,170.      MT  (+/- 180 meters Scaled)
 GC1524
 GC1524                          SUPERSEDED SURVEY CONTROL
 GC1524
 GC1524  NGVD 29 (??/??/92)  215.237  (m)          706.16   (f) ADJ UNCH    2 0
 GC1524
 GC1524.Superseded values are not recommended for survey control.
 GC1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1524.See file dsdata.txt to determine how the superseded data were derived.
 GC1524
 GC1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF938310(NAD 83)
 GC1524_MARKER: Q = CHISELED SQUARE
 GC1524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1524_SP_SET: TOP OF CONCRETE PIPE CULVERT
 GC1524_MARK LOGO: TNGS  
 GC1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1524+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1987
 GC1524
 GC1524  HISTORY     - Date     Condition        Report By
 GC1524  HISTORY     - 1965     MONUMENTED       TNHD
 GC1524  HISTORY     - 1971     GOOD             NGS
 GC1524  HISTORY     - 19870615 GOOD             LOCENG
 GC1524
 GC1524                          STATION DESCRIPTION
 GC1524
 GC1524'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1524'2.6 MI NW FROM PLEASANT VIEW.
 GC1524'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC1524'PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41A FOR 2.6 MILES
 GC1524'TO THE MARK ON THE LEFT, 29 FEET SOUTHWEST OF THE APPROXIMATE
 GC1524'CENTER OF U.S. HIGHWAY 41A AND 14 FEET NORTHEAST OF A BARBED WIRE
 GC1524'FENCE.  THE MARK IS A SQUARE, CHISELED IN THE TOP OF THE SOUTH
 GC1524'END OF A 2-FOOT CONCRETE PIPE CULVERT.  THE LETTERS TGS ARE CARVED
 GC1524'IN THE SOUTH FACE OF THE CULVERT.  (ROD WAS HELD ON HIGH POINT IN
 GC1524'CENTER OF CHISELED SQUARE).
 GC1524
 GC1524                          STATION RECOVERY (1971)
 GC1524
 GC1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1524'RECOVERED IN GOOD CONDITION.
 GC1524
 GC1524                          STATION RECOVERY (1987)
 GC1524
 GC1524'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0756 ***********************************************************************
 FC0756  DESIGNATION -  A
 FC0756  PID         -  FC0756
 FC0756  STATE/COUNTY-  TN/MEIGS
 FC0756  USGS QUAD   -  DECATUR (1973)
 FC0756
 FC0756                         *CURRENT SURVEY CONTROL
 FC0756  ___________________________________________________________________
 FC0756* NAD 83(1986)-  35 37 28.     (N)    084 46 24.     (W)     SCALED    
 FC0756* NAVD 88     -       231.757  (meters)     760.36   (feet)  ADJUSTED  
 FC0756  ___________________________________________________________________
 FC0756  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0756  DYNAMIC HT  -         231.537 (meters)     759.63  (feet)  COMP
 FC0756  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 FC0756
 FC0756  VERT ORDER  -  FIRST     CLASS II
 FC0756
 FC0756.The horizontal coordinates were scaled from a topographic map and have
 FC0756.an estimated accuracy of +/- 6 seconds.
 FC0756
 FC0756.The orthometric height was determined by differential leveling
 FC0756.and adjusted by the National Geodetic Survey in June 1991..
 FC0756
 FC0756.The geoid height was determined by GEOID03.
 FC0756
 FC0756.The dynamic height is computed by dividing the NAVD 88
 FC0756.geopotential number by the normal gravity value computed on the
 FC0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0756.degrees latitude (g = 980.6199 gals.).
 FC0756
 FC0756.The modeled gravity was interpolated from observed gravity values.
 FC0756
 FC0756;                    North         East    Units  Estimated Accuracy
 FC0756;SPC TN       -   143,940.      711,120.      MT  (+/- 180 meters Scaled)
 FC0756
 FC0756                          SUPERSEDED SURVEY CONTROL
 FC0756
 FC0756  NGVD 29 (??/??/92)  231.838  (m)          760.62   (f) ADJ UNCH    1 2
 FC0756
 FC0756.Superseded values are not recommended for survey control.
 FC0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0756.See file dsdata.txt to determine how the superseded data were derived.
 FC0756
 FC0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE016445(NAD 83)
 FC0756_MARKER: DD = SURVEY DISK
 FC0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0756_STAMPING: A
 FC0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0756+STABILITY: SURFACE MOTION
 FC0756
 FC0756  HISTORY     - Date     Condition        Report By
 FC0756  HISTORY     - UNK      MONUMENTED       TVA
 FC0756  HISTORY     - 1950     GOOD             NGS
 FC0756
 FC0756                          STATION DESCRIPTION
 FC0756
 FC0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0756'1.2 MI W FROM PEAKLAND.
 FC0756'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0756'PEAKLAND, THENCE ABOUT 0.75 MILE WEST ALONG A BLACK TOP ROAD
 FC0756'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.35 MILE
 FC0756'NORTHEAST OF THE EAST END OF THE DAM, ABOUT 0.2 MILE EAST OF A
 FC0756'PARKING AREA, 183 FEET NORTH OF THE CENTER LINE OF THE BLACK
 FC0756'TOP ROAD, IN A THICKLY WOODED AREA, ABOUT 28 YARDS NORTHEAST OF
 FC0756'THE SOUTHWEST EDGE OF THE WOODS, 141 FEET NORTH-NORTHEAST OF
 FC0756'TELEPHONE POLE NO. 194, 1 1/2 FEET NORTHEAST OF A T.V.A. STEEL
 FC0756'WITNESS POST AND SET IN THE TOP OF A CONCRETE PRECAST POST
 FC0756'SURROUNDED BY A POURED CONCRETE SLAB ABOUT 2 1/2 FEET IN DIAMETER
 FC0756'ABOUT FLUSH WITH THE GROUND.  NOTE-- AN ARROW IS CARVED ON DISK
 FC0756'POINTING NORTHWEST TO A CROSS ON NORTHWEST SIDE OF DISK.  LEVEL
 FC0756'POINT IS RAISED PORTION OF DISK IN CENTER OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0849 ***********************************************************************
 FD0849  DESIGNATION -  A 10
 FD0849  PID         -  FD0849
 FD0849  STATE/COUNTY-  TN/LAWRENCE
 FD0849  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0849
 FD0849                         *CURRENT SURVEY CONTROL
 FD0849  ___________________________________________________________________
 FD0849* NAD 83(1986)-  35 11 43.     (N)    087 20 27.     (W)     SCALED    
 FD0849* NAVD 88     -       295.036  (meters)     967.96   (feet)  ADJUSTED  
 FD0849  ___________________________________________________________________
 FD0849  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0849  DYNAMIC HT  -         294.754 (meters)     967.04  (feet)  COMP
 FD0849  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 FD0849
 FD0849  VERT ORDER  -  FIRST     CLASS II
 FD0849
 FD0849.The horizontal coordinates were scaled from a topographic map and have
 FD0849.an estimated accuracy of +/- 6 seconds.
 FD0849
 FD0849.The orthometric height was determined by differential leveling
 FD0849.and adjusted by the National Geodetic Survey in June 1991..
 FD0849
 FD0849.The geoid height was determined by GEOID03.
 FD0849
 FD0849.The dynamic height is computed by dividing the NAVD 88
 FD0849.geopotential number by the normal gravity value computed on the
 FD0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0849.degrees latitude (g = 980.6199 gals.).
 FD0849
 FD0849.The modeled gravity was interpolated from observed gravity values.
 FD0849
 FD0849;                    North         East    Units  Estimated Accuracy
 FD0849;SPC TN       -    96,470.      477,890.      MT  (+/- 180 meters Scaled)
 FD0849
 FD0849                          SUPERSEDED SURVEY CONTROL
 FD0849
 FD0849  NGVD 29 (??/??/92)  294.992  (m)          967.82   (f) ADJ UNCH    1 2
 FD0849
 FD0849.Superseded values are not recommended for survey control.
 FD0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0849.See file dsdata.txt to determine how the superseded data were derived.
 FD0849
 FD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD689947(NAD 83)
 FD0849_MARKER: DB = BENCH MARK DISK
 FD0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0849_STAMPING: A 10 1931
 FD0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0849+STABILITY: SURFACE MOTION
 FD0849
 FD0849  HISTORY     - Date     Condition        Report By
 FD0849  HISTORY     - 1931     MONUMENTED       CGS
 FD0849  HISTORY     - 1962     GOOD             NGS
 FD0849  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD0849  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0849
 FD0849                          STATION DESCRIPTION
 FD0849
 FD0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0849'AT DUNN.
 FD0849'AT DUNN, LAWRENCE COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 FD0849'27-1/2 RAILS NORTH OF THE CROSSING OF STATE HIGHWAY 6, FOUR RAILS
 FD0849'SOUTH OF A SECTION TOOL HOUSE, 44 FEET WEST OF THE WEST RAIL OF THE
 FD0849'MAIN TRACK, AND 2 FEET SOUTH OF A STEEL POST, AND SET IN THE TOP
 FD0849'OF A CONCRETE POST.
 FD0849
 FD0849                          STATION RECOVERY (1973)
 FD0849
 FD0849'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0849'MARK NOT FOUND.
 FD0849
 FD0849                          STATION RECOVERY (1983)
 FD0849
 FD0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0849'NOT RECOVERED, POSSIBLY COVERED OVER WITH HEAVY UNDERBRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0885 ***********************************************************************
 GA0885  DESIGNATION -  A 100
 GA0885  PID         -  GA0885
 GA0885  STATE/COUNTY-  TN/GREENE
 GA0885  USGS QUAD   -  BAILEYTON (1971)
 GA0885
 GA0885                         *CURRENT SURVEY CONTROL
 GA0885  ___________________________________________________________________
 GA0885* NAD 83(1986)-  36 17 21.     (N)    082 48 07.     (W)     SCALED    
 GA0885* NAVD 88     -       430.234  (meters)    1411.53   (feet)  ADJUSTED  
 GA0885  ___________________________________________________________________
 GA0885  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0885  DYNAMIC HT  -         429.834 (meters)    1410.21  (feet)  COMP
 GA0885  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA0885
 GA0885  VERT ORDER  -  SECOND    CLASS 0
 GA0885
 GA0885.The horizontal coordinates were scaled from a topographic map and have
 GA0885.an estimated accuracy of +/- 6 seconds.
 GA0885
 GA0885.The orthometric height was determined by differential leveling
 GA0885.and adjusted by the National Geodetic Survey in June 1991..
 GA0885
 GA0885.The geoid height was determined by GEOID03.
 GA0885
 GA0885.The dynamic height is computed by dividing the NAVD 88
 GA0885.geopotential number by the normal gravity value computed on the
 GA0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0885.degrees latitude (g = 980.6199 gals.).
 GA0885
 GA0885.The modeled gravity was interpolated from observed gravity values.
 GA0885
 GA0885;                    North         East    Units  Estimated Accuracy
 GA0885;SPC TN       -   221,690.      887,240.      MT  (+/- 180 meters Scaled)
 GA0885
 GA0885                          SUPERSEDED SURVEY CONTROL
 GA0885
 GA0885  NGVD 29 (??/??/92)  430.372  (m)         1411.98   (f) ADJ UNCH    2 0
 GA0885
 GA0885.Superseded values are not recommended for survey control.
 GA0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0885.See file dsdata.txt to determine how the superseded data were derived.
 GA0885
 GA0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA381175(NAD 83)
 GA0885_MARKER: DB = BENCH MARK DISK
 GA0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0885_STAMPING: A 100 1935
 GA0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0885+STABILITY: SURFACE MOTION
 GA0885
 GA0885  HISTORY     - Date     Condition        Report By
 GA0885  HISTORY     - 1935     MONUMENTED       CGS
 GA0885  HISTORY     - 1955     GOOD             TVA
 GA0885
 GA0885                          STATION DESCRIPTION
 GA0885
 GA0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0885'1.2 MI SW FROM LOCUST SPRING.
 GA0885'1.2 MILES SOUTHWEST ALONG THE ALBANY ROAD FROM THE JUNCTION OF THE
 GA0885'NEWMANSVILLE ROAD AT LOCUST SPRING, GREENE COUNTY, AT THE JUNCTION
 GA0885'OF A PRIVATE ROAD, 33 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GA0885'17 FEET SOUTH OF THE CENTERLINE OF THE PRIVATE ROAD, 8 FEET WEST
 GA0885'OF A 12-INCH CEDAR TREE, LEVEL WITH THE ROAD, 66.2 FEET WEST OF
 GA0885'NAIL IN BOTTLE CAP IN POWER POLE 164, 38 FEET SOUTHWEST OF THE
 GA0885'CENTERLINE OF JUNCTION OF HIGHWAY AND ROAD NORTHWEST, 1.2 FEET
 GA0885'NORTH NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0885'A 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0885
 GA0885                          STATION RECOVERY (1955)
 GA0885
 GA0885'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0471 ***********************************************************************
 GA0471  DESIGNATION -  A 101
 GA0471  PID         -  GA0471
 GA0471  STATE/COUNTY-  TN/WASHINGTON
 GA0471  USGS QUAD   -  JOHNSON CITY (1968)
 GA0471
 GA0471                         *CURRENT SURVEY CONTROL
 GA0471  ___________________________________________________________________
 GA0471* NAD 83(1986)-  36 22 06.     (N)    082 18 30.     (W)     SCALED    
 GA0471* NAVD 88     -       443.581  (meters)    1455.32   (feet)  ADJUSTED  
 GA0471  ___________________________________________________________________
 GA0471  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0471  DYNAMIC HT  -         443.164 (meters)    1453.95  (feet)  COMP
 GA0471  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 GA0471
 GA0471  VERT ORDER  -  SECOND    CLASS 0
 GA0471
 GA0471.The horizontal coordinates were scaled from a topographic map and have
 GA0471.an estimated accuracy of +/- 6 seconds.
 GA0471
 GA0471.The orthometric height was determined by differential leveling
 GA0471.and adjusted by the National Geodetic Survey in June 1991..
 GA0471
 GA0471.The geoid height was determined by GEOID03.
 GA0471
 GA0471.The dynamic height is computed by dividing the NAVD 88
 GA0471.geopotential number by the normal gravity value computed on the
 GA0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0471.degrees latitude (g = 980.6199 gals.).
 GA0471
 GA0471.The modeled gravity was interpolated from observed gravity values.
 GA0471
 GA0471;                    North         East    Units  Estimated Accuracy
 GA0471;SPC TN       -   232,030.      931,220.      MT  (+/- 180 meters Scaled)
 GA0471
 GA0471                          SUPERSEDED SURVEY CONTROL
 GA0471
 GA0471  NGVD 29 (??/??/92)  443.726  (m)         1455.79   (f) ADJ UNCH    2 0
 GA0471
 GA0471.Superseded values are not recommended for survey control.
 GA0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0471.See file dsdata.txt to determine how the superseded data were derived.
 GA0471
 GA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA826255(NAD 83)
 GA0471_MARKER: DB = BENCH MARK DISK
 GA0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0471_STAMPING: A 101 1935
 GA0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0471+STABILITY: SURFACE MOTION
 GA0471
 GA0471  HISTORY     - Date     Condition        Report By
 GA0471  HISTORY     - 1935     MONUMENTED       CGS
 GA0471
 GA0471                          STATION DESCRIPTION
 GA0471
 GA0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0471'0.8 MI SW FROM WATAUGA.
 GA0471'IN WASHINGTON COUNTY, 0.8 MILE SOUTHWEST ALONG THE JOHNSON CITY
 GA0471'ROAD FROM THE SOUTHERN RAILWAY STATION AT WATAUGA, CARTER COUNTY,
 GA0471'40 YARDS EAST OF THE VAN HOY RESIDENCE, AT A ROAD INTERSECTION,
 GA0471'38 FEET WEST OF THE CENTERLINE OF THE JOHNSON CITY ROAD, 18 FEET
 GA0471'SOUTH OF THE CENTERLINE OF THE CROSSROAD, AND 3 FEET LOWER THAN
 GA0471'THE ROAD.  A STANDARD DISK, STAMPED A 101 1935 AND SET IN THE TOP
 GA0471'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0254 ***********************************************************************
 GA0254  DESIGNATION -  A 102
 GA0254  PID         -  GA0254
 GA0254  STATE/COUNTY-  TN/SULLIVAN
 GA0254  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0254
 GA0254                         *CURRENT SURVEY CONTROL
 GA0254  ___________________________________________________________________
 GA0254* NAD 83(1986)-  36 34 38.     (N)    082 24 58.     (W)     SCALED    
 GA0254* NAVD 88     -       425.544  (meters)    1396.14   (feet)  POSTED    
 GA0254  ___________________________________________________________________
 GA0254  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0254  DYNAMIC HT  -         425.150 (meters)    1394.85  (feet)  COMP
 GA0254  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 GA0254
 GA0254  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0254
 GA0254.The horizontal coordinates were scaled from a topographic map and have
 GA0254.an estimated accuracy of +/- 6 seconds.
 GA0254
 GA0254.The orthometric height was determined by differential leveling
 GA0254.and adjusted by the National Geodetic Survey in 1992..
 GA0254.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0254.rate of 4.1 thru 8.0 mm/km.
 GA0254
 GA0254.The geoid height was determined by GEOID03.
 GA0254
 GA0254.The dynamic height is computed by dividing the NAVD 88
 GA0254.geopotential number by the normal gravity value computed on the
 GA0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0254.degrees latitude (g = 980.6199 gals.).
 GA0254
 GA0254.The modeled gravity was interpolated from observed gravity values.
 GA0254
 GA0254;                    North         East    Units  Estimated Accuracy
 GA0254;SPC TN       -   254,840.      920,700.      MT  (+/- 180 meters Scaled)
 GA0254
 GA0254                          SUPERSEDED SURVEY CONTROL
 GA0254
 GA0254  NGVD 29 (??/??/92)  425.683  (m)         1396.60   (f) ADJ UNCH    2 0
 GA0254
 GA0254.Superseded values are not recommended for survey control.
 GA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0254.See file dsdata.txt to determine how the superseded data were derived.
 GA0254
 GA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA733489(NAD 83)
 GA0254_MARKER: DB = BENCH MARK DISK
 GA0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0254_STAMPING: A 102 1935
 GA0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0254+STABILITY: SURFACE MOTION
 GA0254
 GA0254  HISTORY     - Date     Condition        Report By
 GA0254  HISTORY     - 1935     MONUMENTED       CGS
 GA0254  HISTORY     - 1959     GOOD             TVA
 GA0254
 GA0254                          STATION DESCRIPTION
 GA0254
 GA0254'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0254'1.9 MI W FROM SILVICOLA.
 GA0254'1.9 MILES WEST ALONG THE MILL POINT-BLOOMINGDALE ROAD FROM THE
 GA0254'POST OFFICE AT SILVICOLA, SULLIVAN COUNTY, 0.3 MILE WEST OF A
 GA0254'CHURCH, AT A POLE GUYED TO A DEAD TREE, 25.3 FEET SOUTH OF
 GA0254'THE CENTERLINE OF THE ROAD, 5.3 FEET NORTH OF A FENCE LINE,
 GA0254'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 102 1935
 GA0254'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1247 ***********************************************************************
 FZ1247  DESIGNATION -  A 103
 FZ1247  PID         -  FZ1247
 FZ1247  STATE/COUNTY-  TN/JOHNSON
 FZ1247  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1247
 FZ1247                         *CURRENT SURVEY CONTROL
 FZ1247  ___________________________________________________________________
 FZ1247* NAD 83(1986)-  36 30 12.     (N)    081 54 06.     (W)     SCALED    
 FZ1247* NAVD 88     -      1027.948  (meters)    3372.53   (feet)  ADJUSTED  
 FZ1247  ___________________________________________________________________
 FZ1247  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1247  DYNAMIC HT  -        1026.943 (meters)    3369.23  (feet)  COMP
 FZ1247  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 FZ1247
 FZ1247  VERT ORDER  -  SECOND    CLASS 0
 FZ1247
 FZ1247.The horizontal coordinates were scaled from a topographic map and have
 FZ1247.an estimated accuracy of +/- 6 seconds.
 FZ1247
 FZ1247.The orthometric height was determined by differential leveling
 FZ1247.and adjusted by the National Geodetic Survey in June 1991..
 FZ1247
 FZ1247.The geoid height was determined by GEOID03.
 FZ1247
 FZ1247.The dynamic height is computed by dividing the NAVD 88
 FZ1247.geopotential number by the normal gravity value computed on the
 FZ1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1247.degrees latitude (g = 980.6199 gals.).
 FZ1247
 FZ1247.The modeled gravity was interpolated from observed gravity values.
 FZ1247
 FZ1247;                    North         East    Units  Estimated Accuracy
 FZ1247;SPC TN       -   248,450.      967,060.      MT  (+/- 180 meters Scaled)
 FZ1247
 FZ1247                          SUPERSEDED SURVEY CONTROL
 FZ1247
 FZ1247  NGVD 29 (??/??/92) 1028.032  (m)         3372.80   (f) ADJ UNCH    2 0
 FZ1247
 FZ1247.Superseded values are not recommended for survey control.
 FZ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1247.See file dsdata.txt to determine how the superseded data were derived.
 FZ1247
 FZ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA192401(NAD 83)
 FZ1247_MARKER: DB = BENCH MARK DISK
 FZ1247_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1247_SP_SET: LIMESTONE OUTCROP
 FZ1247_STAMPING: A 103 1935
 FZ1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1247+STABILITY: POSITION/ELEVATION WELL
 FZ1247
 FZ1247  HISTORY     - Date     Condition        Report By
 FZ1247  HISTORY     - 1935     MONUMENTED       CGS
 FZ1247
 FZ1247                          STATION DESCRIPTION
 FZ1247
 FZ1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1247'2.1 MI SE FROM SHADY VALLEY.
 FZ1247'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1247'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, 35 YARDS
 FZ1247'NORTHEAST OF A CREEK, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FZ1247'HIGHWAY, AT THE EDGE OF A WOODS, 28.8 FEET FROM AN 18-INCH BEECH
 FZ1247'TREE, 13.5 FEET FROM AN 18-INCH CHESTNUT TREE, IN THE TOP OF A
 FZ1247'LIMESTONE OUTCROP, AND 5 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 FZ1247'DISK, STAMPED A 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1248 ***********************************************************************
 FZ1248  DESIGNATION -  A 103 X
 FZ1248  PID         -  FZ1248
 FZ1248  STATE/COUNTY-  TN/JOHNSON
 FZ1248  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1248
 FZ1248                         *CURRENT SURVEY CONTROL
 FZ1248  ___________________________________________________________________
 FZ1248* NAD 83(1986)-  36 30 33.     (N)    081 54 36.     (W)     SCALED    
 FZ1248* NAVD 88     -       943.217  (meters)    3094.54   (feet)  ADJUSTED  
 FZ1248  ___________________________________________________________________
 FZ1248  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1248  DYNAMIC HT  -         942.293 (meters)    3091.51  (feet)  COMP
 FZ1248  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 FZ1248
 FZ1248  VERT ORDER  -  SECOND    CLASS 0
 FZ1248
 FZ1248.The horizontal coordinates were scaled from a topographic map and have
 FZ1248.an estimated accuracy of +/- 6 seconds.
 FZ1248
 FZ1248.The orthometric height was determined by differential leveling
 FZ1248.and adjusted by the National Geodetic Survey in June 1991..
 FZ1248
 FZ1248.The geoid height was determined by GEOID03.
 FZ1248
 FZ1248.The dynamic height is computed by dividing the NAVD 88
 FZ1248.geopotential number by the normal gravity value computed on the
 FZ1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1248.degrees latitude (g = 980.6199 gals.).
 FZ1248
 FZ1248.The modeled gravity was interpolated from observed gravity values.
 FZ1248
 FZ1248;                    North         East    Units  Estimated Accuracy
 FZ1248;SPC TN       -   249,070.      966,280.      MT  (+/- 180 meters Scaled)
 FZ1248
 FZ1248                          SUPERSEDED SURVEY CONTROL
 FZ1248
 FZ1248  NGVD 29 (??/??/92)  943.298  (m)         3094.80   (f) ADJ UNCH    2 0
 FZ1248
 FZ1248.Superseded values are not recommended for survey control.
 FZ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1248.See file dsdata.txt to determine how the superseded data were derived.
 FZ1248
 FZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA185408(NAD 83)
 FZ1248_MARKER: DB = BENCH MARK DISK
 FZ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1248_STAMPING: A 103 X 1935
 FZ1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1248+STABILITY: SURFACE MOTION
 FZ1248
 FZ1248  HISTORY     - Date     Condition        Report By
 FZ1248  HISTORY     - 1935     MONUMENTED       CGS
 FZ1248
 FZ1248                          STATION DESCRIPTION
 FZ1248
 FZ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1248'1.7 MI SE FROM SHADY VALLEY.
 FZ1248'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1248'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, ON THE
 FZ1248'OUTSIDE OF THE LOWER HAIRPIN CURVE, ON THE HAM MILLER PROPERTY,
 FZ1248'300 FEET SOUTHEAST OF A ONE-STORY FARMHOUSE, 225 FEET EAST OF A
 FZ1248'SMALL SHACK, 225 FEET NORTHEAST OF ANOTHER ONE-STORY FARMHOUSE,
 FZ1248'100 FEET NORTHWEST OF A BRIDGE OVER A SMALL CREEK IN THE FARMYARD,
 FZ1248'50 FEET SOUTHWEST OF ANOTHER ONE-STORY FARMHOUSE, ON THE SOUTHEAST
 FZ1248'SIDE OF THE HIGHWAY, BETWEEN THE HIGHWAY AND THE FENCE, AND
 FZ1248'BETWEEN THE FARMYARD GATE AND THE SOUTHEAST CORNER OF THE LAWN
 FZ1248'FENCE.  A STANDARD DISK, STAMPED A 103 X 1935 AND SET IN THE
 FZ1248'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0440 ***********************************************************************
 GA0440  DESIGNATION -  A 104
 GA0440  PID         -  GA0440
 GA0440  STATE/COUNTY-  TN/CARTER
 GA0440  USGS QUAD   -  WATAUGA DAM (1960)
 GA0440
 GA0440                         *CURRENT SURVEY CONTROL
 GA0440  ___________________________________________________________________
 GA0440* NAD 83(1986)-  36 19 54.     (N)    082 03 14.     (W)     SCALED    
 GA0440* NAVD 88     -       548.641  (meters)    1800.00   (feet)  ADJUSTED  
 GA0440  ___________________________________________________________________
 GA0440  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0440  DYNAMIC HT  -         548.086 (meters)    1798.18  (feet)  COMP
 GA0440  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 GA0440
 GA0440  VERT ORDER  -  SECOND    CLASS 0
 GA0440
 GA0440.The horizontal coordinates were scaled from a topographic map and have
 GA0440.an estimated accuracy of +/- 6 seconds.
 GA0440
 GA0440.The orthometric height was determined by differential leveling
 GA0440.and adjusted by the National Geodetic Survey in June 1991..
 GA0440
 GA0440.The geoid height was determined by GEOID03.
 GA0440
 GA0440.The dynamic height is computed by dividing the NAVD 88
 GA0440.geopotential number by the normal gravity value computed on the
 GA0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0440.degrees latitude (g = 980.6199 gals.).
 GA0440
 GA0440.The modeled gravity was interpolated from observed gravity values.
 GA0440
 GA0440;                    North         East    Units  Estimated Accuracy
 GA0440;SPC TN       -   228,860.      954,200.      MT  (+/- 180 meters Scaled)
 GA0440
 GA0440                          SUPERSEDED SURVEY CONTROL
 GA0440
 GA0440  NGVD 29 (??/??/92)  548.745  (m)         1800.34   (f) ADJ UNCH    2 0
 GA0440
 GA0440.Superseded values are not recommended for survey control.
 GA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0440.See file dsdata.txt to determine how the superseded data were derived.
 GA0440
 GA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA054212(NAD 83)
 GA0440_MARKER: DB = BENCH MARK DISK
 GA0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0440_STAMPING: A 104 1935
 GA0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0440+STABILITY: SURFACE MOTION
 GA0440
 GA0440  HISTORY     - Date     Condition        Report By
 GA0440  HISTORY     - 1935     MONUMENTED       CGS
 GA0440
 GA0440                          STATION DESCRIPTION
 GA0440
 GA0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0440'1.4 MI E FROM FISH SPRINGS.
 GA0440'1.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0440'FISH SPRINGS, CARTER COUNTY, 0.3 MILE EAST OF THE CROSSING OF
 GA0440'STATE HIGHWAY 67, 0.1 MILE WEST OF THE POINT WHERE A COUNTY ROAD
 GA0440'TURNS SOUTH AWAY FROM THE TRACK, 700 FEET EAST OF MILEPOST
 GA0440'107, AT A DIRT-ROAD CROSSING, 21 FEET SOUTH OF THE SOUTH RAIL,
 GA0440'15 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 27 FEET NORTH
 GA0440'OF THE CENTERLINE OF THE COUNTY ROAD PARALLELING THE TRACK,
 GA0440'AND 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GA0440'A 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0821 ***********************************************************************
 GA0821  DESIGNATION -  A 106
 GA0821  PID         -  GA0821
 GA0821  STATE/COUNTY-  TN/GREENE
 GA0821  USGS QUAD   -  BAILEYTON (1971)
 GA0821
 GA0821                         *CURRENT SURVEY CONTROL
 GA0821  ___________________________________________________________________
 GA0821* NAD 83(1986)-  36 15 54.     (N)    082 45 07.     (W)     SCALED    
 GA0821* NAVD 88     -       490.856  (meters)    1610.42   (feet)  ADJUSTED  
 GA0821  ___________________________________________________________________
 GA0821  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0821  DYNAMIC HT  -         490.393 (meters)    1608.90  (feet)  COMP
 GA0821  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 GA0821
 GA0821  VERT ORDER  -  SECOND    CLASS 0
 GA0821
 GA0821.The horizontal coordinates were scaled from a topographic map and have
 GA0821.an estimated accuracy of +/- 6 seconds.
 GA0821
 GA0821.The orthometric height was determined by differential leveling
 GA0821.and adjusted by the National Geodetic Survey in June 1991..
 GA0821
 GA0821.The geoid height was determined by GEOID03.
 GA0821
 GA0821.The dynamic height is computed by dividing the NAVD 88
 GA0821.geopotential number by the normal gravity value computed on the
 GA0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0821.degrees latitude (g = 980.6199 gals.).
 GA0821
 GA0821.The modeled gravity was interpolated from observed gravity values.
 GA0821
 GA0821;                    North         East    Units  Estimated Accuracy
 GA0821;SPC TN       -   219,160.      891,810.      MT  (+/- 180 meters Scaled)
 GA0821
 GA0821                          SUPERSEDED SURVEY CONTROL
 GA0821
 GA0821  NGVD 29 (??/??/92)  490.991  (m)         1610.86   (f) ADJ UNCH    2 0
 GA0821
 GA0821.Superseded values are not recommended for survey control.
 GA0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0821.See file dsdata.txt to determine how the superseded data were derived.
 GA0821
 GA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA426147(NAD 83)
 GA0821_MARKER: DB = BENCH MARK DISK
 GA0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0821_STAMPING: A 106 1935
 GA0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0821+STABILITY: SURFACE MOTION
 GA0821
 GA0821  HISTORY     - Date     Condition        Report By
 GA0821  HISTORY     - 1935     MONUMENTED       CGS
 GA0821  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0821
 GA0821                          STATION DESCRIPTION
 GA0821
 GA0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0821'8.7 MI NE FROM GREENEVILLE.
 GA0821'8.7 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0821'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, 0.7 MILE SOUTHWEST
 GA0821'OF NEWMANSVILLE, AT THE G.A. WALKER PROPERTY, 9 YARDS NORTHWEST
 GA0821'OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET NORTHEAST OF A
 GA0821'RIGHT OF WAY FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GA0821'DISK, STAMPED A 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0979 ***********************************************************************
 GA0979  DESIGNATION -  A 108
 GA0979  PID         -  GA0979
 GA0979  STATE/COUNTY-  TN/GREENE
 GA0979  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0979
 GA0979                         *CURRENT SURVEY CONTROL
 GA0979  ___________________________________________________________________
 GA0979* NAD 83(1986)-  36 16 42.     (N)    082 40 44.     (W)     SCALED    
 GA0979* NAVD 88     -       510.144  (meters)    1673.70   (feet)  ADJUSTED  
 GA0979  ___________________________________________________________________
 GA0979  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0979  DYNAMIC HT  -         509.658 (meters)    1672.10  (feet)  COMP
 GA0979  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 GA0979
 GA0979  VERT ORDER  -  SECOND    CLASS 0
 GA0979
 GA0979.The horizontal coordinates were scaled from a topographic map and have
 GA0979.an estimated accuracy of +/- 6 seconds.
 GA0979
 GA0979.The orthometric height was determined by differential leveling
 GA0979.and adjusted by the National Geodetic Survey in June 1991..
 GA0979
 GA0979.The geoid height was determined by GEOID03.
 GA0979
 GA0979.The dynamic height is computed by dividing the NAVD 88
 GA0979.geopotential number by the normal gravity value computed on the
 GA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0979.degrees latitude (g = 980.6199 gals.).
 GA0979
 GA0979.The modeled gravity was interpolated from observed gravity values.
 GA0979
 GA0979;                    North         East    Units  Estimated Accuracy
 GA0979;SPC TN       -   220,860.      898,320.      MT  (+/- 180 meters Scaled)
 GA0979
 GA0979                          SUPERSEDED SURVEY CONTROL
 GA0979
 GA0979  NGVD 29 (??/??/92)  510.283  (m)         1674.15   (f) ADJ UNCH    2 0
 GA0979
 GA0979.Superseded values are not recommended for survey control.
 GA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0979.See file dsdata.txt to determine how the superseded data were derived.
 GA0979
 GA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA492161(NAD 83)
 GA0979_MARKER: DB = BENCH MARK DISK
 GA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0979_STAMPING: A 108 1935
 GA0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0979+STABILITY: SURFACE MOTION
 GA0979
 GA0979  HISTORY     - Date     Condition        Report By
 GA0979  HISTORY     - 1935     MONUMENTED       CGS
 GA0979
 GA0979                          STATION DESCRIPTION
 GA0979
 GA0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0979'1 MI NW FROM JOCKEY.
 GA0979'1.0 MILE NORTHWEST ALONG THE JEAROLDSTOWN ROAD FROM A CHURCH AT
 GA0979'JOCKEY, GREENE COUNTY, 0.4 MILE WEST OF CENTERVILLE, 0.2 MILE
 GA0979'EAST OF THE JUNCTION OF A ROAD LEADING SOUTH, AT THE BEV MONK
 GA0979'PROPERTY, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 28 FEET
 GA0979'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 9 FEET SOUTH OF A
 GA0979'NORTHEAST FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, AND 1 FOOT
 GA0979'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED A 108 1935 AND
 GA0979'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0282 ***********************************************************************
 GA0282  DESIGNATION -  A 109
 GA0282  PID         -  GA0282
 GA0282  STATE/COUNTY-  TN/SULLIVAN
 GA0282  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0282
 GA0282                         *CURRENT SURVEY CONTROL
 GA0282  ___________________________________________________________________
 GA0282* NAD 83(1986)-  36 32 54.     (N)    082 27 22.     (W)     SCALED    
 GA0282* NAVD 88     -       492.947  (meters)    1617.28   (feet)  ADJUSTED  
 GA0282  ___________________________________________________________________
 GA0282  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0282  DYNAMIC HT  -         492.497 (meters)    1615.80  (feet)  COMP
 GA0282  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 GA0282
 GA0282  VERT ORDER  -  SECOND    CLASS 0
 GA0282
 GA0282.The horizontal coordinates were scaled from a topographic map and have
 GA0282.an estimated accuracy of +/- 6 seconds.
 GA0282
 GA0282.The orthometric height was determined by differential leveling
 GA0282.and adjusted by the National Geodetic Survey in June 1991..
 GA0282
 GA0282.The geoid height was determined by GEOID03.
 GA0282
 GA0282.The dynamic height is computed by dividing the NAVD 88
 GA0282.geopotential number by the normal gravity value computed on the
 GA0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0282.degrees latitude (g = 980.6199 gals.).
 GA0282
 GA0282.The modeled gravity was interpolated from observed gravity values.
 GA0282
 GA0282;                    North         East    Units  Estimated Accuracy
 GA0282;SPC TN       -   251,500.      917,240.      MT  (+/- 180 meters Scaled)
 GA0282
 GA0282                          SUPERSEDED SURVEY CONTROL
 GA0282
 GA0282  NGVD 29 (??/??/92)  493.079  (m)         1617.71   (f) ADJ UNCH    2 0
 GA0282
 GA0282.Superseded values are not recommended for survey control.
 GA0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0282.See file dsdata.txt to determine how the superseded data were derived.
 GA0282
 GA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA696457(NAD 83)
 GA0282_MARKER: DB = BENCH MARK DISK
 GA0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0282_STAMPING: A 109 1935
 GA0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0282+STABILITY: SURFACE MOTION
 GA0282
 GA0282  HISTORY     - Date     Condition        Report By
 GA0282  HISTORY     - 1935     MONUMENTED       CGS
 GA0282  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0282
 GA0282                          STATION DESCRIPTION
 GA0282
 GA0282'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0282'1.9 MI W FROM INDIAN SPRINGS.
 GA0282'1.9 MILES WEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 GA0282'INDIAN SPRINGS, SULLIVAN COUNTY, 3.5 MILES SOUTH OF ORE BANK, 65
 GA0282'YARDS WEST OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 30
 GA0282'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 GA0282'HIGHWAY.  A STANDARD DISK, STAMPED A 109 1935 AND SET IN THE TOP
 GA0282'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0284 ***********************************************************************
 GA0284  DESIGNATION -  A 109 X
 GA0284  PID         -  GA0284
 GA0284  STATE/COUNTY-  TN/SULLIVAN
 GA0284  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0284
 GA0284                         *CURRENT SURVEY CONTROL
 GA0284  ___________________________________________________________________
 GA0284* NAD 83(1986)-  36 32 21.     (N)    082 25 23.     (W)     SCALED    
 GA0284* NAVD 88     -       490.625  (meters)    1609.66   (feet)  ADJUSTED  
 GA0284  ___________________________________________________________________
 GA0284  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0284  DYNAMIC HT  -         490.174 (meters)    1608.18  (feet)  COMP
 GA0284  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 GA0284
 GA0284  VERT ORDER  -  SECOND    CLASS 0
 GA0284
 GA0284.The horizontal coordinates were scaled from a topographic map and have
 GA0284.an estimated accuracy of +/- 6 seconds.
 GA0284
 GA0284.The orthometric height was determined by differential leveling
 GA0284.and adjusted by the National Geodetic Survey in June 1991..
 GA0284
 GA0284.The geoid height was determined by GEOID03.
 GA0284
 GA0284.The dynamic height is computed by dividing the NAVD 88
 GA0284.geopotential number by the normal gravity value computed on the
 GA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0284.degrees latitude (g = 980.6199 gals.).
 GA0284
 GA0284.The modeled gravity was interpolated from observed gravity values.
 GA0284
 GA0284;                    North         East    Units  Estimated Accuracy
 GA0284;SPC TN       -   250,600.      920,240.      MT  (+/- 180 meters Scaled)
 GA0284
 GA0284                          SUPERSEDED SURVEY CONTROL
 GA0284
 GA0284  NGVD 29 (??/??/92)  490.756  (m)         1610.09   (f) ADJ UNCH    2 0
 GA0284
 GA0284.Superseded values are not recommended for survey control.
 GA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0284.See file dsdata.txt to determine how the superseded data were derived.
 GA0284
 GA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA726446(NAD 83)
 GA0284_MARKER: DB = BENCH MARK DISK
 GA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0284_STAMPING: A 109 X 1935
 GA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0284+STABILITY: SURFACE MOTION
 GA0284
 GA0284  HISTORY     - Date     Condition        Report By
 GA0284  HISTORY     - 1935     MONUMENTED       CGS
 GA0284
 GA0284                          STATION DESCRIPTION
 GA0284
 GA0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0284'AT INDIAN SPRINGS.
 GA0284'AT INDIAN SPRINGS, SULLIVAN COUNTY, ON THE HOLSTON ROAD, 0.3 MILE
 GA0284'SOUTH OF THE POST OFFICE, 65 YARDS SOUTHEAST OF THE INDIAN SPRINGS
 GA0284'SCHOOL, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 2.5 FEET
 GA0284'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 109 X 1935 AND
 GA0284'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0156 ***********************************************************************
 FC0156  DESIGNATION -  A 11
 FC0156  PID         -  FC0156
 FC0156  STATE/COUNTY-  TN/BLOUNT
 FC0156  USGS QUAD   -  TALLASSEE (1985)
 FC0156
 FC0156                         *CURRENT SURVEY CONTROL
 FC0156  ___________________________________________________________________
 FC0156* NAD 83(1986)-  35 32 36.     (N)    084 02 35.     (W)     SCALED    
 FC0156* NAVD 88     -       256.957  (meters)     843.03   (feet)  ADJUSTED  
 FC0156  ___________________________________________________________________
 FC0156  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC0156  DYNAMIC HT  -         256.710 (meters)     842.22  (feet)  COMP
 FC0156  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 FC0156
 FC0156  VERT ORDER  -  FIRST     CLASS II
 FC0156
 FC0156.The horizontal coordinates were scaled from a topographic map and have
 FC0156.an estimated accuracy of +/- 6 seconds.
 FC0156
 FC0156.The orthometric height was determined by differential leveling
 FC0156.and adjusted by the National Geodetic Survey in June 1991..
 FC0156
 FC0156.The geoid height was determined by GEOID03.
 FC0156
 FC0156.The dynamic height is computed by dividing the NAVD 88
 FC0156.geopotential number by the normal gravity value computed on the
 FC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0156.degrees latitude (g = 980.6199 gals.).
 FC0156
 FC0156.The modeled gravity was interpolated from observed gravity values.
 FC0156
 FC0156;                    North         East    Units  Estimated Accuracy
 FC0156;SPC TN       -   136,020.      777,440.      MT  (+/- 180 meters Scaled)
 FC0156
 FC0156                          SUPERSEDED SURVEY CONTROL
 FC0156
 FC0156  NGVD 29 (??/??/92)  257.077  (m)          843.43   (f) ADJ UNCH    1 2
 FC0156
 FC0156.Superseded values are not recommended for survey control.
 FC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0156.See file dsdata.txt to determine how the superseded data were derived.
 FC0156
 FC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE680373(NAD 83)
 FC0156_MARKER: DB = BENCH MARK DISK
 FC0156_SETTING: 66 = SET IN ROCK OUTCROP
 FC0156_SP_SET: ROCK CUT
 FC0156_STAMPING: 843.627 A 11 1932
 FC0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0156+STABILITY: POSITION/ELEVATION WELL
 FC0156
 FC0156  HISTORY     - Date     Condition        Report By
 FC0156  HISTORY     - 1932     MONUMENTED       CGS
 FC0156  HISTORY     - 1934     GOOD             NGS
 FC0156  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC0156
 FC0156                          STATION DESCRIPTION
 FC0156
 FC0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0156'1.5 MI E FROM TALLASSEE.
 FC0156'1.5 MILES EAST ALONG THE ABANDONED SOUTHERN RAILWAY FROM THE
 FC0156'STATION AT TALLASSEE, BLOUNT COUNTY, 60 FEET NORTH OF THE NORTH
 FC0156'END OF AN OLD BOX CAR USED AS A HOUSE ON THE BANK OF LITTLE
 FC0156'TENNESSEE RIVER, 10 FEET NORTHEAST OF THE NORTHEAST RAIL, IN
 FC0156'A SMALL ROCK LEDGE IN A ROCK CUT, AND ABOUT 4 FEET ABOVE THE
 FC0156'TRACK.  A STANDARD DISK, STAMPED 843.627 A 11 1932.
 FC0156
 FC0156                          STATION RECOVERY (1983)
 FC0156
 FC0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0199 ***********************************************************************
 GA0199  DESIGNATION -  A 110
 GA0199  PID         -  GA0199
 GA0199  STATE/COUNTY-  TN/SULLIVAN
 GA0199  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0199
 GA0199                         *CURRENT SURVEY CONTROL
 GA0199  ___________________________________________________________________
 GA0199* NAD 83(1986)-  36 34 56.     (N)    082 03 07.     (W)     SCALED    
 GA0199* NAVD 88     -       532.745  (meters)    1747.85   (feet)  ADJUSTED  
 GA0199  ___________________________________________________________________
 GA0199  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0199  DYNAMIC HT  -         532.254 (meters)    1746.24  (feet)  COMP
 GA0199  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 GA0199
 GA0199  VERT ORDER  -  SECOND    CLASS 0
 GA0199
 GA0199.The horizontal coordinates were scaled from a topographic map and have
 GA0199.an estimated accuracy of +/- 6 seconds.
 GA0199
 GA0199.The orthometric height was determined by differential leveling
 GA0199.and adjusted by the National Geodetic Survey in June 1991..
 GA0199
 GA0199.The geoid height was determined by GEOID03.
 GA0199
 GA0199.The dynamic height is computed by dividing the NAVD 88
 GA0199.geopotential number by the normal gravity value computed on the
 GA0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0199.degrees latitude (g = 980.6199 gals.).
 GA0199
 GA0199.The modeled gravity was interpolated from observed gravity values.
 GA0199
 GA0199;                    North         East    Units  Estimated Accuracy
 GA0199;SPC TN       -   256,650.      953,250.      MT  (+/- 180 meters Scaled)
 GA0199
 GA0199                          SUPERSEDED SURVEY CONTROL
 GA0199
 GA0199  NGVD 29 (??/??/92)  532.857  (m)         1748.21   (f) ADJ UNCH    2 0
 GA0199
 GA0199.Superseded values are not recommended for survey control.
 GA0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0199.See file dsdata.txt to determine how the superseded data were derived.
 GA0199
 GA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA058490(NAD 83)
 GA0199_MARKER: DB = BENCH MARK DISK
 GA0199_SETTING: 66 = SET IN ROCK OUTCROP
 GA0199_SP_SET: ROCK OUTCROP
 GA0199_STAMPING: A 110 1935
 GA0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0199+STABILITY: POSITION/ELEVATION WELL
 GA0199
 GA0199  HISTORY     - Date     Condition        Report By
 GA0199  HISTORY     - 1935     MONUMENTED       CGS
 GA0199  HISTORY     - 1935     GOOD             NGS
 GA0199
 GA0199                          STATION DESCRIPTION
 GA0199
 GA0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0199'1.5 MI NE FROM HOLSTON VALLEY.
 GA0199'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GA0199'AT HOLSTON VALLEY, SULLIVAN COUNTY, 200 FEET EAST OF THE JUNCTION
 GA0199'OF STATE HIGHWAY 44, 70 FEET SOUTHWEST OF A FENCE LINE, 37 FEET
 GA0199'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, IN A LARGE PASTURE,
 GA0199'IN THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE HIGHWAY.  A
 GA0199'STANDARD DISK, STAMPED A 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0976 ***********************************************************************
 FZ0976  DESIGNATION -  A 111
 FZ0976  PID         -  FZ0976
 FZ0976  STATE/COUNTY-  TN/JOHNSON
 FZ0976  USGS QUAD   -  DOE (1969)
 FZ0976
 FZ0976                         *CURRENT SURVEY CONTROL
 FZ0976  ___________________________________________________________________
 FZ0976* NAD 83(1986)-  36 22 41.     (N)    081 55 53.     (W)     SCALED    
 FZ0976* NAVD 88     -       596.121  (meters)    1955.77   (feet)  ADJUSTED  
 FZ0976  ___________________________________________________________________
 FZ0976  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FZ0976  DYNAMIC HT  -         595.526 (meters)    1953.82  (feet)  COMP
 FZ0976  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 FZ0976
 FZ0976  VERT ORDER  -  SECOND    CLASS 0
 FZ0976
 FZ0976.The horizontal coordinates were scaled from a topographic map and have
 FZ0976.an estimated accuracy of +/- 6 seconds.
 FZ0976
 FZ0976.The orthometric height was determined by differential leveling
 FZ0976.and adjusted by the National Geodetic Survey in June 1991..
 FZ0976
 FZ0976.The geoid height was determined by GEOID03.
 FZ0976
 FZ0976.The dynamic height is computed by dividing the NAVD 88
 FZ0976.geopotential number by the normal gravity value computed on the
 FZ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0976.degrees latitude (g = 980.6199 gals.).
 FZ0976
 FZ0976.The modeled gravity was interpolated from observed gravity values.
 FZ0976
 FZ0976;                    North         East    Units  Estimated Accuracy
 FZ0976;SPC TN       -   234,450.      964,980.      MT  (+/- 180 meters Scaled)
 FZ0976
 FZ0976                          SUPERSEDED SURVEY CONTROL
 FZ0976
 FZ0976  NGVD 29 (??/??/92)  596.211  (m)         1956.07   (f) ADJ UNCH    2 0
 FZ0976
 FZ0976.Superseded values are not recommended for survey control.
 FZ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0976.See file dsdata.txt to determine how the superseded data were derived.
 FZ0976
 FZ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA164262(NAD 83)
 FZ0976_MARKER: DB = BENCH MARK DISK
 FZ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0976_STAMPING: A 111 1935
 FZ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0976+STABILITY: SURFACE MOTION
 FZ0976
 FZ0976  HISTORY     - Date     Condition        Report By
 FZ0976  HISTORY     - 1935     MONUMENTED       CGS
 FZ0976
 FZ0976                          STATION DESCRIPTION
 FZ0976
 FZ0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0976'AT DOE STATION.
 FZ0976'AT DOE STATION (DOEVILLE POST OFFICE), JOHNSON COUNTY, ON THE
 FZ0976'SOUTHERN RAILWAY, 240 YARDS NORTHEAST OF THE STATION, 127 YARDS
 FZ0976'SOUTHWEST OF MILEPOST 115, 19.5 FEET SOUTH OF THE END OF A SPUR
 FZ0976'TRACK, 26.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10.5 FEET
 FZ0976'NORTHWEST OF POLE 104, AND LEVEL WITH THE TRACK.  A STANDARD
 FZ0976'DISK, STAMPED A 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0472 ***********************************************************************
 GA0472  DESIGNATION -  A 112
 GA0472  PID         -  GA0472
 GA0472  STATE/COUNTY-  TN/WASHINGTON
 GA0472  USGS QUAD   -  BLUFF CITY (1968)
 GA0472
 GA0472                         *CURRENT SURVEY CONTROL
 GA0472  ___________________________________________________________________
 GA0472* NAD 83(1986)-  36 22 32.     (N)    082 19 07.     (W)     SCALED    
 GA0472* NAVD 88     -       428.332  (meters)    1405.29   (feet)  ADJUSTED  
 GA0472  ___________________________________________________________________
 GA0472  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0472  DYNAMIC HT  -         427.930 (meters)    1403.97  (feet)  COMP
 GA0472  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 GA0472
 GA0472  VERT ORDER  -  SECOND    CLASS 0
 GA0472
 GA0472.The horizontal coordinates were scaled from a topographic map and have
 GA0472.an estimated accuracy of +/- 6 seconds.
 GA0472
 GA0472.The orthometric height was determined by differential leveling
 GA0472.and adjusted by the National Geodetic Survey in June 1991..
 GA0472
 GA0472.The geoid height was determined by GEOID03.
 GA0472
 GA0472.The dynamic height is computed by dividing the NAVD 88
 GA0472.geopotential number by the normal gravity value computed on the
 GA0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0472.degrees latitude (g = 980.6199 gals.).
 GA0472
 GA0472.The modeled gravity was interpolated from observed gravity values.
 GA0472
 GA0472;                    North         East    Units  Estimated Accuracy
 GA0472;SPC TN       -   232,800.      930,270.      MT  (+/- 180 meters Scaled)
 GA0472
 GA0472                          SUPERSEDED SURVEY CONTROL
 GA0472
 GA0472  NGVD 29 (??/??/92)  428.477  (m)         1405.76   (f) ADJ UNCH    2 0
 GA0472
 GA0472.Superseded values are not recommended for survey control.
 GA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0472.See file dsdata.txt to determine how the superseded data were derived.
 GA0472
 GA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA817264(NAD 83)
 GA0472_MARKER: DB = BENCH MARK DISK
 GA0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0472_STAMPING: A 112 1935
 GA0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0472+STABILITY: SURFACE MOTION
 GA0472
 GA0472  HISTORY     - Date     Condition        Report By
 GA0472  HISTORY     - 1935     MONUMENTED       CGS
 GA0472
 GA0472                          STATION DESCRIPTION
 GA0472
 GA0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0472'1.6 MI SW FROM WATAUGA.
 GA0472'IN WASHINGTON COUNTY, 1.6 MILES SOUTHWEST ALONG THE JOHNSON CITY
 GA0472'ROAD AND THE HAWTHORNE CHURCH ROAD FROM THE SOUTHERN RAILWAY
 GA0472'STATION AT WATAUGA, CARTER COUNTY, 0.3 MILE WEST OF THE F.M.
 GA0472'WILLIAMS RESIDENCE, 21 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 GA0472'AT A SMALL GROVE OF POPLAR AND WILLOW TREES, AND LEVEL WITH THE
 GA0472'ROAD.  A STANDARD DISK, STAMPED A 112 1935 AND SET IN THE TOP
 GA0472'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0963 ***********************************************************************
 GA0963  DESIGNATION -  A 113
 GA0963  PID         -  GA0963
 GA0963  STATE/COUNTY-  TN/WASHINGTON
 GA0963  USGS QUAD   -  TELFORD (1971)
 GA0963
 GA0963                         *CURRENT SURVEY CONTROL
 GA0963  ___________________________________________________________________
 GA0963* NAD 83(1986)-  36 14 45.     (N)    082 33 52.     (W)     SCALED    
 GA0963* NAVD 88     -       465.953  (meters)    1528.71   (feet)  POSTED    
 GA0963  ___________________________________________________________________
 GA0963  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0963  DYNAMIC HT  -         465.510 (meters)    1527.26  (feet)  COMP
 GA0963  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 GA0963
 GA0963  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0963
 GA0963.The horizontal coordinates were scaled from a topographic map and have
 GA0963.an estimated accuracy of +/- 6 seconds.
 GA0963
 GA0963.The orthometric height was determined by differential leveling
 GA0963.and adjusted by the National Geodetic Survey in 1992..
 GA0963.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0963.rate of 0.0 thru 1.0 mm/km.
 GA0963
 GA0963.The geoid height was determined by GEOID03.
 GA0963
 GA0963.The dynamic height is computed by dividing the NAVD 88
 GA0963.geopotential number by the normal gravity value computed on the
 GA0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0963.degrees latitude (g = 980.6199 gals.).
 GA0963
 GA0963.The modeled gravity was interpolated from observed gravity values.
 GA0963
 GA0963;                    North         East    Units  Estimated Accuracy
 GA0963;SPC TN       -   217,610.      908,730.      MT  (+/- 180 meters Scaled)
 GA0963
 GA0963                          SUPERSEDED SURVEY CONTROL
 GA0963
 GA0963  NGVD 29 (??/??/92)  466.095  (m)         1529.18   (f) ADJ UNCH    2 0
 GA0963
 GA0963.Superseded values are not recommended for survey control.
 GA0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0963.See file dsdata.txt to determine how the superseded data were derived.
 GA0963
 GA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA594123(NAD 83)
 GA0963_MARKER: DB = BENCH MARK DISK
 GA0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0963_STAMPING: A 113 1935
 GA0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0963+STABILITY: SURFACE MOTION
 GA0963
 GA0963  HISTORY     - Date     Condition        Report By
 GA0963  HISTORY     - 1935     MONUMENTED       CGS
 GA0963  HISTORY     - 1955     GOOD             TVA
 GA0963
 GA0963                          STATION DESCRIPTION
 GA0963
 GA0963'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1955
 GA0963'1.1 MI W FROM TELFORD.
 GA0963'1.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0963'TELFORD, WASHINGTON COUNTY, 155 YARDS SOUTHWEST OF MILEPOST 39,
 GA0963'27.8 FEET NORTHEAST OF A ROAD CROSSING, 25.8 FEET NORTH OF THE
 GA0963'NORTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 GA0963'A 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1911 ***********************************************************************
 GA1911  DESIGNATION -  A 114
 GA1911  PID         -  GA1911
 GA1911  STATE/COUNTY-  TN/GREENE
 GA1911  USGS QUAD   -  MOHAWK (1980)
 GA1911
 GA1911                         *CURRENT SURVEY CONTROL
 GA1911  ___________________________________________________________________
 GA1911* NAD 83(1986)-  36 07 37.     (N)    083 05 40.     (W)     SCALED    
 GA1911* NAVD 88     -       336.494  (meters)    1103.98   (feet)  ADJUSTED  
 GA1911  ___________________________________________________________________
 GA1911  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1911  DYNAMIC HT  -         336.181 (meters)    1102.95  (feet)  COMP
 GA1911  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 GA1911
 GA1911  VERT ORDER  -  SECOND    CLASS 0
 GA1911
 GA1911.The horizontal coordinates were scaled from a topographic map and have
 GA1911.an estimated accuracy of +/- 6 seconds.
 GA1911
 GA1911.The orthometric height was determined by differential leveling
 GA1911.and adjusted by the National Geodetic Survey in June 1991..
 GA1911
 GA1911.The geoid height was determined by GEOID03.
 GA1911
 GA1911.The dynamic height is computed by dividing the NAVD 88
 GA1911.geopotential number by the normal gravity value computed on the
 GA1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1911.degrees latitude (g = 980.6199 gals.).
 GA1911
 GA1911.The modeled gravity was interpolated from observed gravity values.
 GA1911
 GA1911;                    North         East    Units  Estimated Accuracy
 GA1911;SPC TN       -   202,880.      861,510.      MT  (+/- 180 meters Scaled)
 GA1911
 GA1911                          SUPERSEDED SURVEY CONTROL
 GA1911
 GA1911  NGVD 29 (??/??/92)  336.649  (m)         1104.49   (f) ADJ UNCH    2 0
 GA1911
 GA1911.Superseded values are not recommended for survey control.
 GA1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1911.See file dsdata.txt to determine how the superseded data were derived.
 GA1911
 GA1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA115000(NAD 83)
 GA1911_MARKER: DB = BENCH MARK DISK
 GA1911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1911_SP_SET: BUILDING
 GA1911_STAMPING: A 114 1935
 GA1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1911
 GA1911  HISTORY     - Date     Condition        Report By
 GA1911  HISTORY     - 1935     MONUMENTED       CGS
 GA1911
 GA1911                          STATION DESCRIPTION
 GA1911
 GA1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1911'AT WARRENSBURG.
 GA1911'AT WARRENSBURG, 60 YARDS SOUTHEAST OF THE INTERSECTION OF THE
 GA1911'CANEY BRANCH HIGHWAY AND A COUNTY ROAD, 25 YARDS NORTHEAST OF
 GA1911'THE CENTERLINE OF THE HIGHWAY, AT THE I.S. HARRISON RESIDENCE,
 GA1911'3-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE FRONT WALK, IN THE
 GA1911'TOP OF THE BOTTOM STEP, 3 INCHES NORTHEAST OF SOUTHWEST EDGE,
 GA1911'AND 4 INCHES SOUTHEAST OF THE NORTHWEST STONE RAILING.  A STANDARD
 GA1911'DISK, STAMPED A 114 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0914 ***********************************************************************
 GA0914  DESIGNATION -  A 115
 GA0914  PID         -  GA0914
 GA0914  STATE/COUNTY-  TN/GREENE
 GA0914  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0914
 GA0914                         *CURRENT SURVEY CONTROL
 GA0914  ___________________________________________________________________
 GA0914* NAD 83(1986)-  36 01 07.     (N)    082 50 29.     (W)     SCALED    
 GA0914* NAVD 88     -       408.847  (meters)    1341.36   (feet)  POSTED    
 GA0914  ___________________________________________________________________
 GA0914  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA0914  DYNAMIC HT  -         408.450 (meters)    1340.06  (feet)  COMP
 GA0914  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 GA0914
 GA0914  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0914
 GA0914.The horizontal coordinates were scaled from a topographic map and have
 GA0914.an estimated accuracy of +/- 6 seconds.
 GA0914
 GA0914.The orthometric height was determined by differential leveling
 GA0914.and adjusted by the National Geodetic Survey in 1992..
 GA0914.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0914.rate of 4.1 thru 8.0 mm/km.
 GA0914
 GA0914.The geoid height was determined by GEOID03.
 GA0914
 GA0914.The dynamic height is computed by dividing the NAVD 88
 GA0914.geopotential number by the normal gravity value computed on the
 GA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0914.degrees latitude (g = 980.6199 gals.).
 GA0914
 GA0914.The modeled gravity was interpolated from observed gravity values.
 GA0914
 GA0914;                    North         East    Units  Estimated Accuracy
 GA0914;SPC TN       -   191,570.      884,660.      MT  (+/- 180 meters Scaled)
 GA0914
 GA0914                          SUPERSEDED SURVEY CONTROL
 GA0914
 GA0914  NGVD 29 (??/??/92)  408.961  (m)         1341.73   (f) ADJ UNCH    2 0
 GA0914
 GA0914.Superseded values are not recommended for survey control.
 GA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0914.See file dsdata.txt to determine how the superseded data were derived.
 GA0914
 GA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV340875(NAD 83)
 GA0914_MARKER: DB = BENCH MARK DISK
 GA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0914_STAMPING: A 115 1935
 GA0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0914+STABILITY: SURFACE MOTION
 GA0914
 GA0914  HISTORY     - Date     Condition        Report By
 GA0914  HISTORY     - 1935     MONUMENTED       CGS
 GA0914  HISTORY     - 1950     GOOD             TVA
 GA0914
 GA0914                          STATION DESCRIPTION
 GA0914
 GA0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0914'3.6 MI E FROM CEDAR CREEK.
 GA0914'3.6 MILES EAST ALONG A ROAD LEADING TO STATE HIGHWAY 70 FROM
 GA0914'THE CROSSROADS AT CEDAR CREEK, GREENE COUNTY, 0.6 MILE WEST OF
 GA0914'JONES CHAPEL, 0.15 EAST OF THE CENTERLINE OF JUNCTION OF ROAD
 GA0914'EAST, 0.4 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 70, 95
 GA0914'YARDS EAST OF A BARN OWNED BY J.B. RIDDLE, 60 YARDS WEST OF A FORD
 GA0914'THROUGH COVE CREEK, 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GA0914'25.5 FEET SOUTHWEST OF A NORTHEAST FENCE CORNER, AND 7-1/2 FEET
 GA0914'SOUTHWEST OF AN APPLE TREE, 14 FEET EAST OF STEEL WITNESS POST.
 GA0914'A STANDARD DISK, STAMPED A 115 1935 AND SET IN THE TOP OF A
 GA0914'CONCRETE POST.
 GA0914
 GA0914                          STATION RECOVERY (1950)
 GA0914
 GA0914'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0585 ***********************************************************************
 GA0585  DESIGNATION -  A 116
 GA0585  PID         -  GA0585
 GA0585  STATE/COUNTY-  TN/WASHINGTON
 GA0585  USGS QUAD   -  ERWIN (1971)
 GA0585
 GA0585                         *CURRENT SURVEY CONTROL
 GA0585  ___________________________________________________________________
 GA0585* NAD 83(1986)-  36 12 31.     (N)    082 28 33.     (W)     SCALED    
 GA0585* NAVD 88     -       466.664  (meters)    1531.05   (feet)  ADJUSTED  
 GA0585  ___________________________________________________________________
 GA0585  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0585  DYNAMIC HT  -         466.217 (meters)    1529.58  (feet)  COMP
 GA0585  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 GA0585
 GA0585  VERT ORDER  -  SECOND    CLASS 0
 GA0585
 GA0585.The horizontal coordinates were scaled from a topographic map and have
 GA0585.an estimated accuracy of +/- 6 seconds.
 GA0585
 GA0585.The orthometric height was determined by differential leveling
 GA0585.and adjusted by the National Geodetic Survey in June 1991..
 GA0585
 GA0585.The geoid height was determined by GEOID03.
 GA0585
 GA0585.The dynamic height is computed by dividing the NAVD 88
 GA0585.geopotential number by the normal gravity value computed on the
 GA0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0585.degrees latitude (g = 980.6199 gals.).
 GA0585
 GA0585.The modeled gravity was interpolated from observed gravity values.
 GA0585
 GA0585;                    North         East    Units  Estimated Accuracy
 GA0585;SPC TN       -   213,770.      916,840.      MT  (+/- 180 meters Scaled)
 GA0585
 GA0585                          SUPERSEDED SURVEY CONTROL
 GA0585
 GA0585  NGVD 29 (??/??/92)  466.817  (m)         1531.55   (f) ADJ UNCH    2 0
 GA0585
 GA0585.Superseded values are not recommended for survey control.
 GA0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0585.See file dsdata.txt to determine how the superseded data were derived.
 GA0585
 GA0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA673080(NAD 83)
 GA0585_MARKER: DB = BENCH MARK DISK
 GA0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0585_STAMPING: A 116 1935
 GA0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0585+STABILITY: SURFACE MOTION
 GA0585
 GA0585  HISTORY     - Date     Condition        Report By
 GA0585  HISTORY     - 1935     MONUMENTED       CGS
 GA0585  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 GA0585
 GA0585                          STATION DESCRIPTION
 GA0585
 GA0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0585'3.7 MI N FROM EMBREEVILLE.
 GA0585'3.7 MILES NORTH ALONG STATE HIGHWAY 81 FROM EMBREEVILLE, WASHINGTON
 GA0585'COUNTY, 0.7 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 107,
 GA0585'0.2 MILE WEST OF TAYLOR BRIDGE OVER NOLICHUCKY RIVER, 50 YARDS
 GA0585'NORTH OF THE BIRD DEADEWICH RESIDENCE, 47 FEET SOUTHWEST OF THE
 GA0585'JUNCTION OF COUNTY ROAD 501, 19 FEET SOUTHEAST OF THE CENTERLINE
 GA0585'OF THE ROAD, 37 FEET SOUTHWEST OF A POLE, 8 FEET SOUTHWEST OF A
 GA0585'FENCE CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GA0585'STAMPED A 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0585
 GA0585                          STATION RECOVERY (1978)
 GA0585
 GA0585'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 GA0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0996 ***********************************************************************
 GA0996  DESIGNATION -  A 117
 GA0996  PID         -  GA0996
 GA0996  STATE/COUNTY-  TN/GREENE
 GA0996  USGS QUAD   -  CHUCKEY (1971)
 GA0996
 GA0996                         *CURRENT SURVEY CONTROL
 GA0996  ___________________________________________________________________
 GA0996* NAD 83(1986)-  36 09 30.     (N)    082 40 40.     (W)     SCALED    
 GA0996* NAVD 88     -       418.300  (meters)    1372.37   (feet)  ADJUSTED  
 GA0996  ___________________________________________________________________
 GA0996  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0996  DYNAMIC HT  -         417.897 (meters)    1371.05  (feet)  COMP
 GA0996  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 GA0996
 GA0996  VERT ORDER  -  SECOND    CLASS 0
 GA0996
 GA0996.The horizontal coordinates were scaled from a topographic map and have
 GA0996.an estimated accuracy of +/- 6 seconds.
 GA0996
 GA0996.The orthometric height was determined by differential leveling
 GA0996.and adjusted by the National Geodetic Survey in June 1991..
 GA0996
 GA0996.The geoid height was determined by GEOID03.
 GA0996
 GA0996.The dynamic height is computed by dividing the NAVD 88
 GA0996.geopotential number by the normal gravity value computed on the
 GA0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0996.degrees latitude (g = 980.6199 gals.).
 GA0996
 GA0996.The modeled gravity was interpolated from observed gravity values.
 GA0996
 GA0996;                    North         East    Units  Estimated Accuracy
 GA0996;SPC TN       -   207,560.      898,880.      MT  (+/- 180 meters Scaled)
 GA0996
 GA0996                          SUPERSEDED SURVEY CONTROL
 GA0996
 GA0996  NGVD 29 (??/??/92)  418.430  (m)         1372.80   (f) ADJ UNCH    2 0
 GA0996
 GA0996.Superseded values are not recommended for survey control.
 GA0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0996.See file dsdata.txt to determine how the superseded data were derived.
 GA0996
 GA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA490028(NAD 83)
 GA0996_MARKER: DB = BENCH MARK DISK
 GA0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0996_STAMPING: A 117 1935
 GA0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0996+STABILITY: SURFACE MOTION
 GA0996
 GA0996  HISTORY     - Date     Condition        Report By
 GA0996  HISTORY     - 1935     MONUMENTED       CGS
 GA0996
 GA0996                          STATION DESCRIPTION
 GA0996
 GA0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0996'4.2 MI S FROM CHUCKEY.
 GA0996'4.2 MILES SOUTH ALONG THE PLEASANT HILL ROAD FROM THE POST
 GA0996'OFFICE AT CHUCKEY, GREENE COUNTY, AT THE CEDAR GROVE CHURCH,
 GA0996'51.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 18 INCHES
 GA0996'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, AND 3 FEET
 GA0996'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 117 1935
 GA0996'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0997 ***********************************************************************
 GA0997  DESIGNATION -  A 117 RESET
 GA0997  PID         -  GA0997
 GA0997  STATE/COUNTY-  TN/GREENE
 GA0997  USGS QUAD   -  CHUCKEY (1971)
 GA0997
 GA0997                         *CURRENT SURVEY CONTROL
 GA0997  ___________________________________________________________________
 GA0997* NAD 83(1986)-  36 09 30.     (N)    082 40 40.     (W)     SCALED    
 GA0997* NAVD 88     -       417.59   (meters)    1370.0    (feet)  RESET     
 GA0997  ___________________________________________________________________
 GA0997  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0997
 GA0997  VERT ORDER  -  THIRD
 GA0997
 GA0997.The horizontal coordinates were scaled from a topographic map and have
 GA0997.an estimated accuracy of +/- 6 seconds.
 GA0997
 GA0997.The orthometric height was computed from unverified reset data.
 GA0997
 GA0997.The geoid height was determined by GEOID03.
 GA0997
 GA0997;                    North         East    Units  Estimated Accuracy
 GA0997;SPC TN       -   207,560.      898,880.      MT  (+/- 180 meters Scaled)
 GA0997
 GA0997                          SUPERSEDED SURVEY CONTROL
 GA0997
 GA0997.No superseded survey control is available for this station.
 GA0997
 GA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA490028(NAD 83)
 GA0997_MARKER: DD = SURVEY DISK
 GA0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0997_STAMPING: A 117 RESET 1961
 GA0997_MARK LOGO: CGS   
 GA0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0997+STABILITY: SURFACE MOTION
 GA0997
 GA0997  HISTORY     - Date     Condition        Report By
 GA0997  HISTORY     - 1961     MONUMENTED       TVA
 GA0997
 GA0997                          STATION DESCRIPTION
 GA0997
 GA0997'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 GA0997'4.2 MI S FROM CHUCKEY.
 GA0997'4.2 MILES SOUTH ALONG THE PLEASANT HILL ROAD FROM THE POST OFFICE
 GA0997'AT CHUCKEY, AT THE CEDAR GROVE CHURCH, 260 FEET NORTHWEST OF
 GA0997'THE NORTHWEST CORNER OF THE CHURCH (NEW BRICK BUILDING), 28
 GA0997'SOUTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 20.4 FEET
 GA0997'NORTHEAST OF A 36 INCH MAPLE TREE AND SET IN THE TOP OF A
 GA0997'CONCRETE POST, ABOUT 4 1/2 FEET ABOVE THE COUNTY ROAD AND IN
 GA0997'THE EDGE OF A WOODED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0991 ***********************************************************************
 GA0991  DESIGNATION -  A 118
 GA0991  PID         -  GA0991
 GA0991  STATE/COUNTY-  TN/GREENE
 GA0991  USGS QUAD   -  GREENEVILLE (1961)
 GA0991
 GA0991                         *CURRENT SURVEY CONTROL
 GA0991  ___________________________________________________________________
 GA0991* NAD 83(1986)-  36 09 19.     (N)    082 50 50.     (W)     SCALED    
 GA0991* NAVD 88     -       469.802  (meters)    1541.34   (feet)  ADJUSTED  
 GA0991  ___________________________________________________________________
 GA0991  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0991  DYNAMIC HT  -         469.355 (meters)    1539.88  (feet)  COMP
 GA0991  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 GA0991
 GA0991  VERT ORDER  -  SECOND    CLASS 0
 GA0991
 GA0991.The horizontal coordinates were scaled from a topographic map and have
 GA0991.an estimated accuracy of +/- 6 seconds.
 GA0991
 GA0991.The orthometric height was determined by differential leveling
 GA0991.and adjusted by the National Geodetic Survey in June 1991..
 GA0991
 GA0991.The geoid height was determined by GEOID03.
 GA0991
 GA0991.The dynamic height is computed by dividing the NAVD 88
 GA0991.geopotential number by the normal gravity value computed on the
 GA0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0991.degrees latitude (g = 980.6199 gals.).
 GA0991
 GA0991.The modeled gravity was interpolated from observed gravity values.
 GA0991
 GA0991;                    North         East    Units  Estimated Accuracy
 GA0991;SPC TN       -   206,710.      883,650.      MT  (+/- 180 meters Scaled)
 GA0991
 GA0991                          SUPERSEDED SURVEY CONTROL
 GA0991
 GA0991  NGVD 29 (??/??/92)  469.929  (m)         1541.76   (f) ADJ UNCH    2 0
 GA0991
 GA0991.Superseded values are not recommended for survey control.
 GA0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0991.See file dsdata.txt to determine how the superseded data were derived.
 GA0991
 GA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA338027(NAD 83)
 GA0991_MARKER: DB = BENCH MARK DISK
 GA0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0991_STAMPING: A 118 1935
 GA0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0991+STABILITY: SURFACE MOTION
 GA0991
 GA0991  HISTORY     - Date     Condition        Report By
 GA0991  HISTORY     - 1935     MONUMENTED       CGS
 GA0991  HISTORY     - 1950     GOOD             TVA
 GA0991
 GA0991                          STATION DESCRIPTION
 GA0991
 GA0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0991'1.1 MI SW FROM GREENEVILLE.
 GA0991'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0991'AT GREENEVILLE, GREENE COUNTY, 17 YARDS NORTHEAST OF A DRIVEWAY
 GA0991'TO A STANDARD OIL CO. BULK STATION, 10 YARDS NORTHWEST OF THE
 GA0991'CENTER LINE OF THE HIGHWAY, 5 YARDS EAST OF THE STANDARD OIL CO.
 GA0991'BUILDING, 2 FEET NORTHEAST OF A WIRE-FENCE LINE, AND 6 INCHES
 GA0991'LOWER THAN THE HIGHWAY.  56 FEET EAST OF THE CENTERLINE OF
 GA0991'EASTMOST OF TWO DRIVEWAYS, 15 FEET EAST OF STANDARD OIL BUILDING,
 GA0991'10 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF ABOVE BUILDING
 GA0991'AND 1 FOOT NORTHWEST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0991'STAMPED A 118 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0991
 GA0991                          STATION RECOVERY (1950)
 GA0991
 GA0991'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1925 ***********************************************************************
 GA1925  DESIGNATION -  A 119
 GA1925  PID         -  GA1925
 GA1925  STATE/COUNTY-  TN/GREENE
 GA1925  USGS QUAD   -  MOHAWK (1980)
 GA1925
 GA1925                         *CURRENT SURVEY CONTROL
 GA1925  ___________________________________________________________________
 GA1925* NAD 83(1986)-  36 12 03.     (N)    083 03 08.     (W)     SCALED    
 GA1925* NAVD 88     -       330.570  (meters)    1084.55   (feet)  ADJUSTED  
 GA1925  ___________________________________________________________________
 GA1925  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1925  DYNAMIC HT  -         330.264 (meters)    1083.54  (feet)  COMP
 GA1925  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 GA1925
 GA1925  VERT ORDER  -  SECOND    CLASS 0
 GA1925
 GA1925.The horizontal coordinates were scaled from a topographic map and have
 GA1925.an estimated accuracy of +/- 6 seconds.
 GA1925
 GA1925.The orthometric height was determined by differential leveling
 GA1925.and adjusted by the National Geodetic Survey in June 1991..
 GA1925
 GA1925.The geoid height was determined by GEOID03.
 GA1925
 GA1925.The dynamic height is computed by dividing the NAVD 88
 GA1925.geopotential number by the normal gravity value computed on the
 GA1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1925.degrees latitude (g = 980.6199 gals.).
 GA1925
 GA1925.The modeled gravity was interpolated from observed gravity values.
 GA1925
 GA1925;                    North         East    Units  Estimated Accuracy
 GA1925;SPC TN       -   211,190.      865,060.      MT  (+/- 180 meters Scaled)
 GA1925
 GA1925                          SUPERSEDED SURVEY CONTROL
 GA1925
 GA1925  NGVD 29 (??/??/92)  330.735  (m)         1085.09   (f) ADJ UNCH    2 0
 GA1925
 GA1925.Superseded values are not recommended for survey control.
 GA1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1925.See file dsdata.txt to determine how the superseded data were derived.
 GA1925
 GA1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA154081(NAD 83)
 GA1925_MARKER: DB = BENCH MARK DISK
 GA1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1925_STAMPING: A 119 1935
 GA1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1925+STABILITY: SURFACE MOTION
 GA1925
 GA1925  HISTORY     - Date     Condition        Report By
 GA1925  HISTORY     - 1935     MONUMENTED       CGS
 GA1925
 GA1925                          STATION DESCRIPTION
 GA1925
 GA1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1925'AT MOHAWK.
 GA1925'AT MOHAWK, ON THE WARRENSBURG ROAD, 56 YARDS NORTHWEST OF THE
 GA1925'SOUTHERN RAILWAY STATION, 72 FEET SOUTHEAST OF THE CENTERLINE
 GA1925'OF THE ROAD, 12 YARDS NORTHEAST OF THE SHORT RESIDENCE, 22.6 FEET
 GA1925'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK OF THE SOUTHERN
 GA1925'RAILWAY, 1 YARD NORTHEAST OF A WIRE FENCE LINE, AND 3 FEET
 GA1925'LOWER THAN THE TRACK, 75 FEET SOUTHEAST OF THE CENTERLINE OF
 GA1925'INTERSECTION OF PIKE AND RAILROAD TRACK, 64.5 FEET EAST OF THE
 GA1925'NORTHEAST CORNER OF THE POST OFFICE, AND 6 FEET NORTHWEST OF POWER
 GA1925'POLE.  A STANDARD DISK, STAMPED A 119 1935 AND SET IN THE TOP
 GA1925'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0409 ***********************************************************************
 GA0409  DESIGNATION -  A 12
 GA0409  PID         -  GA0409
 GA0409  STATE/COUNTY-  TN/CARTER
 GA0409  USGS QUAD   -  ELIZABETHTON (1968)
 GA0409
 GA0409                         *CURRENT SURVEY CONTROL
 GA0409  ___________________________________________________________________
 GA0409* NAD 83(1986)-  36 16 40.     (N)    082 10 45.     (W)     SCALED    
 GA0409* NAVD 88     -       548.559  (meters)    1799.73   (feet)  ADJUSTED  
 GA0409  ___________________________________________________________________
 GA0409  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA0409  DYNAMIC HT  -         548.021 (meters)    1797.97  (feet)  COMP
 GA0409  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 GA0409
 GA0409  VERT ORDER  -  FIRST     CLASS II
 GA0409
 GA0409.The horizontal coordinates were scaled from a topographic map and have
 GA0409.an estimated accuracy of +/- 6 seconds.
 GA0409
 GA0409.The orthometric height was determined by differential leveling
 GA0409.and adjusted by the National Geodetic Survey in June 1991..
 GA0409
 GA0409.The geoid height was determined by GEOID03.
 GA0409
 GA0409.The dynamic height is computed by dividing the NAVD 88
 GA0409.geopotential number by the normal gravity value computed on the
 GA0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0409.degrees latitude (g = 980.6199 gals.).
 GA0409
 GA0409.The modeled gravity was interpolated from observed gravity values.
 GA0409
 GA0409;                    North         East    Units  Estimated Accuracy
 GA0409;SPC TN       -   222,440.      943,190.      MT  (+/- 180 meters Scaled)
 GA0409
 GA0409                          SUPERSEDED SURVEY CONTROL
 GA0409
 GA0409  NGVD 29 (??/??/92)  548.694  (m)         1800.17   (f) ADJ UNCH    1 2
 GA0409
 GA0409.Superseded values are not recommended for survey control.
 GA0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0409.See file dsdata.txt to determine how the superseded data were derived.
 GA0409
 GA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA940154(NAD 83)
 GA0409_MARKER: DB = BENCH MARK DISK
 GA0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0409_SP_SET: ABUTMENT
 GA0409_STAMPING: 1800.364 A 12 1933
 GA0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0409
 GA0409  HISTORY     - Date     Condition        Report By
 GA0409  HISTORY     - 1933     MONUMENTED       CGS
 GA0409
 GA0409                          STATION DESCRIPTION
 GA0409
 GA0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0409'0.5 MI S FROM HAMPTON.
 GA0409'0.5 MILE SOUTH ALONG THE EAST TENNESSEE AND WESTERN NORTH CAROLINA
 GA0409'RAILROAD FROM HAMPTON, CARTER COUNTY, 623 YARDS NORTH OF MILEPOST
 GA0409'15, AT THE RAILROAD BRIDGE OVER LITTLE DOE RIVER, IN THE CENTER OF
 GA0409'THE TOP OF THE NORTH ABUTMENT, AND 3 FEET LOWER THAN THE RAIL.
 GA0409'A STANDARD DISK, STAMPED 1800.364 A 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0697 ***********************************************************************
 GA0697  DESIGNATION -  A 120
 GA0697  PID         -  GA0697
 GA0697  STATE/COUNTY-  TN/GREENE
 GA0697  USGS QUAD   -  CHUCKEY (1971)
 GA0697
 GA0697                         *CURRENT SURVEY CONTROL
 GA0697  ___________________________________________________________________
 GA0697* NAD 83(1986)-  36 07 31.     (N)    082 38 41.     (W)     SCALED    
 GA0697* NAVD 88     -       487.156  (meters)    1598.28   (feet)  ADJUSTED  
 GA0697  ___________________________________________________________________
 GA0697  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0697  DYNAMIC HT  -         486.684 (meters)    1596.73  (feet)  COMP
 GA0697  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 GA0697
 GA0697  VERT ORDER  -  SECOND    CLASS 0
 GA0697
 GA0697.The horizontal coordinates were scaled from a topographic map and have
 GA0697.an estimated accuracy of +/- 6 seconds.
 GA0697
 GA0697.The orthometric height was determined by differential leveling
 GA0697.and adjusted by the National Geodetic Survey in June 1991..
 GA0697
 GA0697.The geoid height was determined by GEOID03.
 GA0697
 GA0697.The dynamic height is computed by dividing the NAVD 88
 GA0697.geopotential number by the normal gravity value computed on the
 GA0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0697.degrees latitude (g = 980.6199 gals.).
 GA0697
 GA0697.The modeled gravity was interpolated from observed gravity values.
 GA0697
 GA0697;                    North         East    Units  Estimated Accuracy
 GA0697;SPC TN       -   203,990.      901,970.      MT  (+/- 180 meters Scaled)
 GA0697
 GA0697                          SUPERSEDED SURVEY CONTROL
 GA0697
 GA0697  NGVD 29 (??/??/92)  487.285  (m)         1598.70   (f) ADJ UNCH    2 0
 GA0697
 GA0697.Superseded values are not recommended for survey control.
 GA0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0697.See file dsdata.txt to determine how the superseded data were derived.
 GA0697
 GA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV519990(NAD 83)
 GA0697_MARKER: DB = BENCH MARK DISK
 GA0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0697_STAMPING: A 120 1935
 GA0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0697+STABILITY: SURFACE MOTION
 GA0697
 GA0697  HISTORY     - Date     Condition        Report By
 GA0697  HISTORY     - 1935     MONUMENTED       CGS
 GA0697  HISTORY     - 1955     GOOD             NGS
 GA0697
 GA0697                          STATION DESCRIPTION
 GA0697
 GA0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0697'0.8 MI S FROM PLEASANT HILL.
 GA0697'0.8 MILE SOUTH ALONG THE HORSE CREEK ROAD FROM THE CROSSROADS AT
 GA0697'PLEASANT HILL, GREENE COUNTY, 36 YARDS WEST OF A SHARP TURN TO
 GA0697'THE NORTH, IN A PASTURE OF JOHN EAD, 13 FEET NORTH OF THE CENTERLINE
 GA0697'OF THE ROAD, 8.5 FEET WEST OF AN 18-INCH APPLE TREE, AND 6 INCHES
 GA0697'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 120 1935 AND
 GA0697'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1010 ***********************************************************************
 GA1010  DESIGNATION -  A 121
 GA1010  PID         -  GA1010
 GA1010  STATE/COUNTY-  TN/COCKE
 GA1010  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1010
 GA1010                         *CURRENT SURVEY CONTROL
 GA1010  ___________________________________________________________________
 GA1010* NAD 83(1986)-  36 01 12.     (N)    082 51 23.     (W)     SCALED    
 GA1010* NAVD 88     -       429.45   (+/-2cm)    1409.0    (feet)  VERTCON   
 GA1010  ___________________________________________________________________
 GA1010  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1010
 GA1010  VERT ORDER  -  ? (See Below)
 GA1010
 GA1010.The horizontal coordinates were scaled from a topographic map and have
 GA1010.an estimated accuracy of +/- 6 seconds.
 GA1010
 GA1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1010.The vertical order pertains to the NGVD 29 superseded value.
 GA1010
 GA1010.The geoid height was determined by GEOID03.
 GA1010
 GA1010;                    North         East    Units  Estimated Accuracy
 GA1010;SPC TN       -   191,690.      883,310.      MT  (+/- 180 meters Scaled)
 GA1010
 GA1010                          SUPERSEDED SURVEY CONTROL
 GA1010
 GA1010  NGVD 29 (??/??/92)  429.572  (m)         1409.35   (f) ADJ UNCH    ?  
 GA1010
 GA1010.Superseded values are not recommended for survey control.
 GA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1010.See file dsdata.txt to determine how the superseded data were derived.
 GA1010
 GA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV327877(NAD 83)
 GA1010_MARKER: DB = BENCH MARK DISK
 GA1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1010+STABILITY: SURFACE MOTION
 GA1010
 GA1010  HISTORY     - Date     Condition        Report By
 GA1010  HISTORY     - UNK      MONUMENTED       CGS
 GA1010  HISTORY     - 1938     GOOD             TVA
 GA1010  HISTORY     - 1950     GOOD             TVA
 GA1010
 GA1010                          STATION DESCRIPTION
 GA1010
 GA1010'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA1010'14.7 MI NE FROM WOLF CREEK.
 GA1010'IN GREENE COUNTY, 14.7 MILES NORTHEAST ALONG THE COVE CREEK ROAD
 GA1010'FROM WOLF CREEK, COCKE COUNTY, 2.6 MILES EAST OF CEDAR CREEK, 1
 GA1010'MILE NORTH OF COVE CREEK MILL, 109 FEET SOUTHEAST OF THE INTERSECTION
 GA1010'OF THE CEDAR CREEK ROAD, 29.5 FEET SOUTH OF THE SOUTHWEST CORNER
 GA1010'OF THE S.A. COLLINS GENERAL STORE, 15 FEET EAST OF A FENCE CORNER,
 GA1010'14 FEET EAST OF A 24-INCH CEDAR TREE, AND 2 FEET NORTH OF A
 GA1010'WIRE FENCE, 50 FEET SOUTHWEST OF A 10 INCH WALNUT TREE AND 1 FOOT
 GA1010'NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, SET IN THE TOP
 GA1010'OF A CONCRETE POST.
 GA1010
 GA1010                          STATION RECOVERY (1950)
 GA1010
 GA1010'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1324 ***********************************************************************
 FB1324  DESIGNATION -  A 125
 FB1324  PID         -  FB1324
 FB1324  STATE/COUNTY-  TN/COCKE
 FB1324  USGS QUAD   -  WATERVILLE (1968)
 FB1324
 FB1324                         *CURRENT SURVEY CONTROL
 FB1324  ___________________________________________________________________
 FB1324* NAD 83(1986)-  35 51 05.     (N)    083 06 01.     (W)     SCALED    
 FB1324* NAVD 88     -       519.53   (+/-2cm)    1704.5    (feet)  VERTCON   
 FB1324  ___________________________________________________________________
 FB1324  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1324
 FB1324  VERT ORDER  -  ? (See Below)
 FB1324
 FB1324.The horizontal coordinates were scaled from a topographic map and have
 FB1324.an estimated accuracy of +/- 6 seconds.
 FB1324
 FB1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1324.The vertical order pertains to the NGVD 29 superseded value.
 FB1324
 FB1324.The geoid height was determined by GEOID03.
 FB1324
 FB1324;                    North         East    Units  Estimated Accuracy
 FB1324;SPC TN       -   172,310.      861,890.      MT  (+/- 180 meters Scaled)
 FB1324
 FB1324                          SUPERSEDED SURVEY CONTROL
 FB1324
 FB1324  NGVD 29 (??/??/92)  519.673  (m)         1704.96   (f) ADJ UNCH    ?  
 FB1324
 FB1324.Superseded values are not recommended for survey control.
 FB1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1324.See file dsdata.txt to determine how the superseded data were derived.
 FB1324
 FB1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV103695(NAD 83)
 FB1324_MARKER: DB = BENCH MARK DISK
 FB1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1324_STAMPING: A 125 1935
 FB1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1324+STABILITY: SURFACE MOTION
 FB1324
 FB1324  HISTORY     - Date     Condition        Report By
 FB1324  HISTORY     - 1935     MONUMENTED       CGS
 FB1324  HISTORY     - 1949     GOOD             NGS
 FB1324
 FB1324                          STATION DESCRIPTION
 FB1324
 FB1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1324'11.2 MI SW FROM DEL RIO.
 FB1324'11.2 MILES SOUTHWEST ALONG FIFTEENTH ROAD AND TENTH ROAD FROM THE
 FB1324'JUNCTION OF STATE HIGHWAY 107, 1 MILE SOUTH OF DEL RIO, COCKE
 FB1324'COUNTY, 0.6 MILE SOUTHEAST ALONG THE RAVEN BRANCH ROAD, AT RAVEN
 FB1324'BRANCH, AT A FOUR-ROAD INTERSECTION (THE CRIPPLE CREEK ROAD, THE
 FB1324'RAVEN BRANCH ROAD, THE SOL MESSER ROAD, AND THE BIG CREEK ROAD),
 FB1324'58 FEET EAST AND 17 FEET NORTHEAST OF THE INTERSECTION, ON THE
 FB1324'PROPERTY OF ROSCOE RAWLINS, 54.7 FEET EAST OF THE SOUTHEAST
 FB1324'CORNER OF THE RAWLINS STORE, 37 FEET NORTHEAST OF THE NORTHEAST
 FB1324'CORNER OF A MILL, 21 FEET WEST OF THE HOUSE, 5 FEET NORTH OF A
 FB1324'GATE, AND 2 FEET WEST OF THE YARD FENCE.  A STANDARD DISK,
 FB1324'STAMPED A 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0953 ***********************************************************************
 FB0953  DESIGNATION -  A 126
 FB0953  PID         -  FB0953
 FB0953  STATE/COUNTY-  TN/COCKE
 FB0953  USGS QUAD   -  LEMON GAP (1976)
 FB0953
 FB0953                         *CURRENT SURVEY CONTROL
 FB0953  ___________________________________________________________________
 FB0953* NAD 83(1986)-  35 46 33.     (N)    082 59 42.     (W)     SCALED    
 FB0953* NAVD 88     -      1054.04   (+/-2cm)    3458.1    (feet)  VERTCON   
 FB0953  ___________________________________________________________________
 FB0953  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FB0953
 FB0953  VERT ORDER  -  ? (See Below)
 FB0953
 FB0953.The horizontal coordinates were scaled from a topographic map and have
 FB0953.an estimated accuracy of +/- 6 seconds.
 FB0953
 FB0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0953.The vertical order pertains to the NGVD 29 superseded value.
 FB0953
 FB0953.The geoid height was determined by GEOID03.
 FB0953
 FB0953;                    North         East    Units  Estimated Accuracy
 FB0953;SPC TN       -   164,220.      871,650.      MT  (+/- 180 meters Scaled)
 FB0953
 FB0953                          SUPERSEDED SURVEY CONTROL
 FB0953
 FB0953  NGVD 29 (??/??/92) 1054.118  (m)         3458.39   (f) ADJ UNCH    ?  
 FB0953
 FB0953.Superseded values are not recommended for survey control.
 FB0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0953.See file dsdata.txt to determine how the superseded data were derived.
 FB0953
 FB0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV196609(NAD 83)
 FB0953_MARKER: DB = BENCH MARK DISK
 FB0953_SETTING: 66 = SET IN ROCK OUTCROP
 FB0953_SP_SET: ROCK OUTCROP
 FB0953_STAMPING: A 126 1935
 FB0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0953+STABILITY: POSITION/ELEVATION WELL
 FB0953
 FB0953  HISTORY     - Date     Condition        Report By
 FB0953  HISTORY     - 1935     MONUMENTED       CGS
 FB0953  HISTORY     - 1938     GOOD             TVA
 FB0953
 FB0953                          STATION DESCRIPTION
 FB0953
 FB0953'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB0953'0.3 MI NE FROM BROWN GAP.
 FB0953'IN COOKE COUNTY, TENNESSEE, 0.3 MILE NORTHEAST ALONG THE
 FB0953'NAILLON-BROWN GAP TRAIL FROM THE INTERSECTION OF THE APPALACHIAN
 FB0953'TRAIL AT BROWN GAP, HAYWOOD COUNTY, NORTH CAROLINA, 0.2 MILE
 FB0953'NORTHEAST OF A SHACK IN THE CLEARING, ON THE PROPERTY OF THE
 FB0953'CHAMPION FIBER CO., 275 FEET SOUTH OF A RAIL FENCE AND A CLEARING,
 FB0953'21.7 FEET NORTH OF A 16-INCH STUMP WITH A CROSS PAINTED ON IT,
 FB0953'13.2 FEET EAST OF A 36-INCH PAINTED OAK TREE STUMP, AT THE
 FB0953'CENTERLINE OF THE TRAIL, AND IN THE TOP OF A ROCK OUTCROP.  A
 FB0953'STANDARD DISK, STAMPED A 126 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2065 ***********************************************************************
 FB2065  DESIGNATION -  A 127
 FB2065  PID         -  FB2065
 FB2065  STATE/COUNTY-  TN/SEVIER
 FB2065  USGS QUAD   -  PIGEON FORGE (1970)
 FB2065
 FB2065                         *CURRENT SURVEY CONTROL
 FB2065  ___________________________________________________________________
 FB2065* NAD 83(1986)-  35 46 48.     (N)    083 32 56.     (W)     SCALED    
 FB2065* NAVD 88     -       314.154  (meters)    1030.69   (feet)  ADJUSTED  
 FB2065  ___________________________________________________________________
 FB2065  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB2065  DYNAMIC HT  -         313.854 (meters)    1029.70  (feet)  COMP
 FB2065  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FB2065
 FB2065  VERT ORDER  -  SECOND    CLASS 0
 FB2065
 FB2065.The horizontal coordinates were scaled from a topographic map and have
 FB2065.an estimated accuracy of +/- 6 seconds.
 FB2065
 FB2065.The orthometric height was determined by differential leveling
 FB2065.and adjusted by the National Geodetic Survey in June 1991..
 FB2065
 FB2065.The geoid height was determined by GEOID03.
 FB2065
 FB2065.The dynamic height is computed by dividing the NAVD 88
 FB2065.geopotential number by the normal gravity value computed on the
 FB2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2065.degrees latitude (g = 980.6199 gals.).
 FB2065
 FB2065.The modeled gravity was interpolated from observed gravity values.
 FB2065
 FB2065;                    North         East    Units  Estimated Accuracy
 FB2065;SPC TN       -   163,280.      821,580.      MT  (+/- 180 meters Scaled)
 FB2065
 FB2065                          SUPERSEDED SURVEY CONTROL
 FB2065
 FB2065  NGVD 29 (??/??/92)  314.279  (m)         1031.10   (f) ADJ UNCH    2 0
 FB2065
 FB2065.Superseded values are not recommended for survey control.
 FB2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2065.See file dsdata.txt to determine how the superseded data were derived.
 FB2065
 FB2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV696625(NAD 83)
 FB2065_MARKER: DB = BENCH MARK DISK
 FB2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2065_STAMPING: A 127 1935
 FB2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2065+STABILITY: SURFACE MOTION
 FB2065
 FB2065  HISTORY     - Date     Condition        Report By
 FB2065  HISTORY     - 1935     MONUMENTED       CGS
 FB2065  HISTORY     - 1949     GOOD             NGS
 FB2065  HISTORY     - 1972     GOOD             TVA
 FB2065
 FB2065                          STATION DESCRIPTION
 FB2065
 FB2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2065'0.7 MI SE FROM PIGEON FORGE.
 FB2065'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 71 FROM THE POST OFFICE
 FB2065'AT PIGEON FORGE, 100 FEET SOUTHEAST OF THE SAM ROBERTSON HOUSE,
 FB2065'80 FEET NORTHWEST OF THE JUNCTION OF THE MILL CREEK ROAD, 75
 FB2065'FEET SOUTHWEST OF WEST FORK LITTLE PIGEON RIVER, 22 FEET SOUTHWEST
 FB2065'OF THE HIGHWAY, 34.5 FEET NORTH OF THE SOUTHWEST CORNER OF A
 FB2065'FRAME SHACK, 12.2 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE
 FB2065'265, AND 8 FEET SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK,
 FB2065'STAMPED A 127 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FB2065'MARK IS 21 FT. NE FROM TWIN 20 INCH WALNUT TREE, 30.8 FT SE OF A
 FB2065'20 INCH KATALPA TREE, 12.5 FT E OF POWER POLE.  MONUMENT IS BACK
 FB2065'OF LAMPLIGHTER INN BETWEEN SWIMMING POOL AND OLD HWY. 71.
 FB2065
 FB2065                          STATION RECOVERY (1972)
 FB2065
 FB2065'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1788 ***********************************************************************
 GA1788  DESIGNATION -  A 129
 GA1788  PID         -  GA1788
 GA1788  STATE/COUNTY-  TN/HAMBLEN
 GA1788  USGS QUAD   -  MORRISTOWN (1979)
 GA1788
 GA1788                         *CURRENT SURVEY CONTROL
 GA1788  ___________________________________________________________________
 GA1788* NAD 83(1986)-  36 12 18.     (N)    083 17 18.     (W)     SCALED    
 GA1788* NAVD 88     -       401.214  (meters)    1316.32   (feet)  ADJUSTED  
 GA1788  ___________________________________________________________________
 GA1788  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1788  DYNAMIC HT  -         400.843 (meters)    1315.10  (feet)  COMP
 GA1788  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GA1788
 GA1788  VERT ORDER  -  FIRST     CLASS I
 GA1788
 GA1788.The horizontal coordinates were scaled from a topographic map and have
 GA1788.an estimated accuracy of +/- 6 seconds.
 GA1788
 GA1788.The orthometric height was determined by differential leveling
 GA1788.and adjusted by the National Geodetic Survey in June 1991..
 GA1788
 GA1788.The geoid height was determined by GEOID03.
 GA1788
 GA1788.The dynamic height is computed by dividing the NAVD 88
 GA1788.geopotential number by the normal gravity value computed on the
 GA1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1788.degrees latitude (g = 980.6199 gals.).
 GA1788
 GA1788.The modeled gravity was interpolated from observed gravity values.
 GA1788
 GA1788;                    North         East    Units  Estimated Accuracy
 GA1788;SPC TN       -   211,040.      843,820.      MT  (+/- 180 meters Scaled)
 GA1788
 GA1788                          SUPERSEDED SURVEY CONTROL
 GA1788
 GA1788  NGVD 29 (??/??/92)  401.343  (m)         1316.74   (f) ADJ UNCH    1 1
 GA1788
 GA1788.Superseded values are not recommended for survey control.
 GA1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1788.See file dsdata.txt to determine how the superseded data were derived.
 GA1788
 GA1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA942091(NAD 83)
 GA1788_MARKER: DB = BENCH MARK DISK
 GA1788_SETTING: 66 = SET IN ROCK OUTCROP
 GA1788_SP_SET: ROCK OUTCROP
 GA1788_STAMPING: A 129 1935
 GA1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1788+STABILITY: POSITION/ELEVATION WELL
 GA1788
 GA1788  HISTORY     - Date     Condition        Report By
 GA1788  HISTORY     - 1935     MONUMENTED       CGS
 GA1788  HISTORY     - 1967     GOOD             NGS
 GA1788
 GA1788                          STATION DESCRIPTION
 GA1788
 GA1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1788'0.7 MI SE FROM MORRISTOWN.
 GA1788'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1788'STATION POST OFFICE AT MORRISTOWN, THENCE 0.6 MILE SOUTHEAST ALONG
 GA1788'THE SOUTHERN RAILWAY COMPANY RAILROAD, 0.15 MILE SOUTHWEST OF THE
 GA1788'MAIN POST OFFICE AT MORRISTOWN, 144 FEET SOUTH OF THE CENTER OF
 GA1788'THE CROSSING OF THE RAILROAD AND SUNRISE AVENUE, 15 FEET WEST
 GA1788'OF THE WEST RAIL OF THE TRACK, SET IN THE TOP OF A 3- X 9-FOOT
 GA1788'ROCK OUTCROP, 18 FEET NORTHEAST OF A 26-INCH MAPLE TREE, ABOUT
 GA1788'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 1/2 FEET
 GA1788'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0763 ***********************************************************************
 GD0763  DESIGNATION -  A 13
 GD0763  PID         -  GD0763
 GD0763  STATE/COUNTY-  TN/LAKE
 GD0763  USGS QUAD   -  TIPTONVILLE (1981)
 GD0763
 GD0763                         *CURRENT SURVEY CONTROL
 GD0763  ___________________________________________________________________
 GD0763* NAD 83(1986)-  36 22 42.     (N)    089 29 01.     (W)     SCALED    
 GD0763* NAVD 88     -        90.600  (meters)     297.24   (feet)  ADJUSTED  
 GD0763  ___________________________________________________________________
 GD0763  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0763  DYNAMIC HT  -          90.527 (meters)     297.00  (feet)  COMP
 GD0763  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GD0763
 GD0763  VERT ORDER  -  FIRST     CLASS I
 GD0763
 GD0763.The horizontal coordinates were scaled from a topographic map and have
 GD0763.an estimated accuracy of +/- 6 seconds.
 GD0763
 GD0763.The orthometric height was determined by differential leveling
 GD0763.and adjusted by the National Geodetic Survey in June 1991..
 GD0763
 GD0763.The geoid height was determined by GEOID03.
 GD0763
 GD0763.The dynamic height is computed by dividing the NAVD 88
 GD0763.geopotential number by the normal gravity value computed on the
 GD0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0763.degrees latitude (g = 980.6199 gals.).
 GD0763
 GD0763.The modeled gravity was interpolated from observed gravity values.
 GD0763
 GD0763;                    North         East    Units  Estimated Accuracy
 GD0763;SPC TN       -   232,460.      287,480.      MT  (+/- 180 meters Scaled)
 GD0763
 GD0763                          SUPERSEDED SURVEY CONTROL
 GD0763
 GD0763  NGVD 29 (??/??/??)   90.548  (m)          297.07   (f) ADJUSTED    1 1
 GD0763
 GD0763.Superseded values are not recommended for survey control.
 GD0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0763.See file dsdata.txt to determine how the superseded data were derived.
 GD0763
 GD0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF772287(NAD 83)
 GD0763_MARKER: DB = BENCH MARK DISK
 GD0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0763_STAMPING: A 13 1935
 GD0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0763+STABILITY: SURFACE MOTION
 GD0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0763+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0763
 GD0763  HISTORY     - Date     Condition        Report By
 GD0763  HISTORY     - 1935     MONUMENTED       CGS
 GD0763  HISTORY     - 1974     GOOD             NGS
 GD0763  HISTORY     - 20020801 GOOD             USACE
 GD0763
 GD0763                          STATION DESCRIPTION
 GD0763
 GD0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0763'IN TIPTONVILLE.
 GD0763'AT TIPTONVILLE, AT THE COURTHOUSE, 8.8 FEET SOUTH OF THE SOUTH CURB OF
 GD0763'CHURCH STREET, 19.6 FEET WEST OF THE WEST EDGE OF THE NORTH WALKWAY TO
 GD0763'THE NORTH ENTRANCE TO COURTHOUSE, 56.5 FEET NORTH OF THE NORTHWEST
 GD0763'CORNER OF COURTHOUSE, 0.3 FOOT ABOVE SIDEWALK AND IN THE TOP OF A
 GD0763'CONCRETE POST PROJECTING 0.3 FOOT.
 GD0763
 GD0763                          STATION RECOVERY (2002)
 GD0763
 GD0763'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2210 ***********************************************************************
 GA2210  DESIGNATION -  A 130
 GA2210  PID         -  GA2210
 GA2210  STATE/COUNTY-  TN/JEFFERSON
 GA2210  USGS QUAD   -  MASCOT (1987)
 GA2210
 GA2210                         *CURRENT SURVEY CONTROL
 GA2210  ___________________________________________________________________
 GA2210* NAD 83(1986)-  36 03 47.     (N)    083 41 28.     (W)     SCALED    
 GA2210* NAVD 88     -       273.811  (meters)     898.33   (feet)  ADJUSTED  
 GA2210  ___________________________________________________________________
 GA2210  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2210  DYNAMIC HT  -         273.559 (meters)     897.50  (feet)  COMP
 GA2210  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 GA2210
 GA2210  VERT ORDER  -  FIRST     CLASS I
 GA2210
 GA2210.The horizontal coordinates were scaled from a topographic map and have
 GA2210.an estimated accuracy of +/- 6 seconds.
 GA2210
 GA2210.The orthometric height was determined by differential leveling
 GA2210.and adjusted by the National Geodetic Survey in June 1991..
 GA2210
 GA2210.The geoid height was determined by GEOID03.
 GA2210
 GA2210.The dynamic height is computed by dividing the NAVD 88
 GA2210.geopotential number by the normal gravity value computed on the
 GA2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2210.degrees latitude (g = 980.6199 gals.).
 GA2210
 GA2210.The modeled gravity was interpolated from observed gravity values.
 GA2210
 GA2210;                    North         East    Units  Estimated Accuracy
 GA2210;SPC TN       -   194,370.      807,980.      MT  (+/- 180 meters Scaled)
 GA2210
 GA2210                          SUPERSEDED SURVEY CONTROL
 GA2210
 GA2210  NGVD 29 (??/??/92)  273.938  (m)          898.74   (f) ADJ UNCH    1 1
 GA2210
 GA2210.Superseded values are not recommended for survey control.
 GA2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2210.See file dsdata.txt to determine how the superseded data were derived.
 GA2210
 GA2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV576942(NAD 83)
 GA2210_MARKER: DB = BENCH MARK DISK
 GA2210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2210_SP_SET: BRIDGE
 GA2210_STAMPING: A 130 1936
 GA2210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2210
 GA2210  HISTORY     - Date     Condition        Report By
 GA2210  HISTORY     - 1936     MONUMENTED       CGS
 GA2210  HISTORY     - 1967     GOOD             NGS
 GA2210
 GA2210                          STATION DESCRIPTION
 GA2210
 GA2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2210'AT STRAWBERRY PLAINS.
 GA2210'AT STRAWBERRY PLAINS, ABOUT 0.3 MILE NORTHWEST ALONG HAMILTON ROAD
 GA2210'AND THE SOUTHERN RAILWAY FROM THE POST OFFICE, SET ON THE TOP
 GA2210'OF THE SOUTH END OF THE EAST ABUTMENT OF THE RAILWAY BRIDGE OVER
 GA2210'BIG BEN ROAD AND HOLSTON RIVER, 6.8 FEET SOUTH OF THE SOUTH RAIL
 GA2210'OF THE EASTBOUND TRACK AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0020 ***********************************************************************
 FC0020  DESIGNATION -  A 131
 FC0020  PID         -  FC0020
 FC0020  STATE/COUNTY-  TN/MONROE
 FC0020  USGS QUAD   -  PHILADELPHIA (1974)
 FC0020
 FC0020                         *CURRENT SURVEY CONTROL
 FC0020  ___________________________________________________________________
 FC0020* NAD 83(1986)-  35 38 00.     (N)    084 26 25.     (W)     SCALED    
 FC0020* NAVD 88     -       270.994  (meters)     889.09   (feet)  ADJUSTED  
 FC0020  ___________________________________________________________________
 FC0020  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FC0020  DYNAMIC HT  -         270.733 (meters)     888.23  (feet)  COMP
 FC0020  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 FC0020
 FC0020  VERT ORDER  -  FIRST     CLASS I
 FC0020
 FC0020.The horizontal coordinates were scaled from a topographic map and have
 FC0020.an estimated accuracy of +/- 6 seconds.
 FC0020
 FC0020.The orthometric height was determined by differential leveling
 FC0020.and adjusted by the National Geodetic Survey in June 1991..
 FC0020
 FC0020.The geoid height was determined by GEOID03.
 FC0020
 FC0020.The dynamic height is computed by dividing the NAVD 88
 FC0020.geopotential number by the normal gravity value computed on the
 FC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0020.degrees latitude (g = 980.6199 gals.).
 FC0020
 FC0020.The modeled gravity was interpolated from observed gravity values.
 FC0020
 FC0020;                    North         East    Units  Estimated Accuracy
 FC0020;SPC TN       -   145,360.      741,270.      MT  (+/- 180 meters Scaled)
 FC0020
 FC0020                          SUPERSEDED SURVEY CONTROL
 FC0020
 FC0020  NGVD 29 (??/??/92)  271.073  (m)          889.35   (f) ADJ UNCH    1 1
 FC0020
 FC0020.Superseded values are not recommended for survey control.
 FC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0020.See file dsdata.txt to determine how the superseded data were derived.
 FC0020
 FC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE317462(NAD 83)
 FC0020_MARKER: DB = BENCH MARK DISK
 FC0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0020_STAMPING: A 131 1936
 FC0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0020+STABILITY: SURFACE MOTION
 FC0020
 FC0020  HISTORY     - Date     Condition        Report By
 FC0020  HISTORY     - 1936     MONUMENTED       CGS
 FC0020  HISTORY     - 1968     GOOD             NGS
 FC0020
 FC0020                          STATION DESCRIPTION
 FC0020
 FC0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0020'2.9 MI NE FROM SWEETWATER.
 FC0020'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0020'STATION AT SWEETWATER, ABOUT 0.55 MILE NORTHEAST OF THE U.S.
 FC0020'HIGHWAY 11 OVERPASS OVER THE TRACK, ABOUT 0.2 MILE SOUTH OF
 FC0020'MILEPOST 169, 39 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD
 FC0020'(GRAVELED) CROSSING, 26.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FC0020'34 FEET NORTHEAST OF A POWER POLE, 28 FEET SOUTHWEST OF THE CENTER
 FC0020'LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 FC0020'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 FC0020'A CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2271 ***********************************************************************
 GA2271  DESIGNATION -  A 132
 GA2271  PID         -  GA2271
 GA2271  STATE/COUNTY-  TN/UNION
 GA2271  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2271
 GA2271                         *CURRENT SURVEY CONTROL
 GA2271  ___________________________________________________________________
 GA2271* NAD 83(1986)-  36 13 42.     (N)    083 55 17.     (W)     SCALED    
 GA2271* NAVD 88     -       367.770  (meters)    1206.59   (feet)  ADJUSTED  
 GA2271  ___________________________________________________________________
 GA2271  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA2271  DYNAMIC HT  -         367.431 (meters)    1205.48  (feet)  COMP
 GA2271  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 GA2271
 GA2271  VERT ORDER  -  SECOND    CLASS 0
 GA2271
 GA2271.The horizontal coordinates were scaled from a topographic map and have
 GA2271.an estimated accuracy of +/- 6 seconds.
 GA2271
 GA2271.The orthometric height was determined by differential leveling
 GA2271.and adjusted by the National Geodetic Survey in June 1991..
 GA2271
 GA2271.The geoid height was determined by GEOID03.
 GA2271
 GA2271.The dynamic height is computed by dividing the NAVD 88
 GA2271.geopotential number by the normal gravity value computed on the
 GA2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2271.degrees latitude (g = 980.6199 gals.).
 GA2271
 GA2271.The modeled gravity was interpolated from observed gravity values.
 GA2271
 GA2271;                    North         East    Units  Estimated Accuracy
 GA2271;SPC TN       -   212,240.      786,850.      MT  (+/- 180 meters Scaled)
 GA2271
 GA2271                          SUPERSEDED SURVEY CONTROL
 GA2271
 GA2271  NGVD 29 (??/??/92)  367.871  (m)         1206.92   (f) ADJ UNCH    2 0
 GA2271
 GA2271.Superseded values are not recommended for survey control.
 GA2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2271.See file dsdata.txt to determine how the superseded data were derived.
 GA2271
 GA2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA374132(NAD 83)
 GA2271_MARKER: DB = BENCH MARK DISK
 GA2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2271_STAMPING: A 132 1936
 GA2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2271+STABILITY: SURFACE MOTION
 GA2271
 GA2271  HISTORY     - Date     Condition        Report By
 GA2271  HISTORY     - 1936     MONUMENTED       CGS
 GA2271  HISTORY     - 1950     GOOD             NGS
 GA2271  HISTORY     - 1968     MARK NOT FOUND   TNDT
 GA2271
 GA2271                          STATION DESCRIPTION
 GA2271
 GA2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2271'AT NEW LOYSTON.
 GA2271'AT NEW LOYSTON, UNION COUNTY, ON THE HICKORY VALLEY ROAD, AT
 GA2271'THE INTERSECTION OF STATE HIGHWAY 61, AT VALLEY GROVE CHURCH,
 GA2271'IN THE CHURCHYARD, 89.3 FEET SOUTHWEST OF THE CENTER OF THE
 GA2271'ENTRANCE, 40.6 FEET WEST OF A 12-INCH OAK TREE, 40 FEET NORTH OF
 GA2271'THE CENTERLINE OF STATE HIGHWAY 61, OPPOSITE A WHITE HOUSE,
 GA2271'AND 4 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED A 132 1936
 GA2271'AND SET IN THE TOP OF A CONCRETE POST.
 GA2271
 GA2271                          STATION RECOVERY (1968)
 GA2271
 GA2271'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 GA2271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2003 ***********************************************************************
 FB2003  DESIGNATION -  A 132
 FB2003  PID         -  FB2003
 FB2003  STATE/COUNTY-  TN/BLOUNT
 FB2003  USGS QUAD   -  MARYVILLE (1979)
 FB2003
 FB2003                         *CURRENT SURVEY CONTROL
 FB2003  ___________________________________________________________________
 FB2003* NAD 83(1986)-  35 45 24.     (N)    083 58 14.     (W)     SCALED    
 FB2003* NAVD 88     -       286.450  (meters)     939.79   (feet)  ADJUSTED  
 FB2003  ___________________________________________________________________
 FB2003  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB2003  DYNAMIC HT  -         286.180 (meters)     938.91  (feet)  COMP
 FB2003  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB2003
 FB2003  VERT ORDER  -  FIRST     CLASS II
 FB2003
 FB2003.The horizontal coordinates were scaled from a topographic map and have
 FB2003.an estimated accuracy of +/- 6 seconds.
 FB2003
 FB2003.The orthometric height was determined by differential leveling
 FB2003.and adjusted by the National Geodetic Survey in June 1991..
 FB2003
 FB2003.The geoid height was determined by GEOID03.
 FB2003
 FB2003.The dynamic height is computed by dividing the NAVD 88
 FB2003.geopotential number by the normal gravity value computed on the
 FB2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2003.degrees latitude (g = 980.6199 gals.).
 FB2003
 FB2003.The modeled gravity was interpolated from observed gravity values.
 FB2003
 FB2003;                    North         East    Units  Estimated Accuracy
 FB2003;SPC TN       -   159,820.      783,520.      MT  (+/- 180 meters Scaled)
 FB2003
 FB2003                          SUPERSEDED SURVEY CONTROL
 FB2003
 FB2003  NGVD 29 (12/12/91)  286.570  (m)          940.19   (f) ADJUSTED    1 2
 FB2003
 FB2003.Superseded values are not recommended for survey control.
 FB2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2003.See file dsdata.txt to determine how the superseded data were derived.
 FB2003
 FB2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV314610(NAD 83)
 FB2003_MARKER: DB = BENCH MARK DISK
 FB2003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2003_SP_SET: BUILDING
 FB2003_STAMPING: A 132 1935
 FB2003_MARK LOGO: CGS   
 FB2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2003
 FB2003  HISTORY     - Date     Condition        Report By
 FB2003  HISTORY     - 1935     MONUMENTED       CGS
 FB2003  HISTORY     - 1983     GOOD             NGS
 FB2003
 FB2003                          STATION DESCRIPTION
 FB2003
 FB2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2003'AT MARYVILLE.
 FB2003'AT MARYVILLE, IN THE WALL OF THE POST OFFICE, AND 6 FEET NORTH OF
 FB2003'THE ENTRANCE.  A STANDARD DISK, STAMPED A 132 1935 AND SET
 FB2003'VERTICALLY.
 FB2003
 FB2003                          STATION RECOVERY (1983)
 FB2003
 FB2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2706 ***********************************************************************
 GA2706  DESIGNATION -  A 133
 GA2706  PID         -  GA2706
 GA2706  STATE/COUNTY-  TN/CLAIBORNE
 GA2706  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2706
 GA2706                         *CURRENT SURVEY CONTROL
 GA2706  ___________________________________________________________________
 GA2706* NAD 83(1986)-  36 31 34.     (N)    083 42 47.     (W)     SCALED    
 GA2706* NAVD 88     -       366.797  (meters)    1203.40   (feet)  ADJUSTED  
 GA2706  ___________________________________________________________________
 GA2706  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GA2706  DYNAMIC HT  -         366.471 (meters)    1202.33  (feet)  COMP
 GA2706  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 GA2706
 GA2706  VERT ORDER  -  SECOND    CLASS 0
 GA2706
 GA2706.The horizontal coordinates were scaled from a topographic map and have
 GA2706.an estimated accuracy of +/- 6 seconds.
 GA2706
 GA2706.The orthometric height was determined by differential leveling
 GA2706.and adjusted by the National Geodetic Survey in June 1991..
 GA2706
 GA2706.The geoid height was determined by GEOID03.
 GA2706
 GA2706.The dynamic height is computed by dividing the NAVD 88
 GA2706.geopotential number by the normal gravity value computed on the
 GA2706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2706.degrees latitude (g = 980.6199 gals.).
 GA2706
 GA2706.The modeled gravity was interpolated from observed gravity values.
 GA2706
 GA2706;                    North         East    Units  Estimated Accuracy
 GA2706;SPC TN       -   245,690.      804,810.      MT  (+/- 180 meters Scaled)
 GA2706
 GA2706                          SUPERSEDED SURVEY CONTROL
 GA2706
 GA2706  NGVD 29 (??/??/92)  366.943  (m)         1203.88   (f) ADJ UNCH    2 0
 GA2706
 GA2706.Superseded values are not recommended for survey control.
 GA2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2706.See file dsdata.txt to determine how the superseded data were derived.
 GA2706
 GA2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA570457(NAD 83)
 GA2706_MARKER: DD = SURVEY DISK
 GA2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2706_STAMPING: A 133 1936
 GA2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2706+STABILITY: SURFACE MOTION
 GA2706
 GA2706  HISTORY     - Date     Condition        Report By
 GA2706  HISTORY     - 1936     MONUMENTED       TVA
 GA2706  HISTORY     - 1965     GOOD             NGS
 GA2706
 GA2706                          STATION DESCRIPTION
 GA2706
 GA2706'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2706'3.2 MI W FROM ARTHUR.
 GA2706'3.2 MILES WEST ALONG STATE HIGHWAY 63 FROM THE SOUTHERN RAILWAY
 GA2706'STATION AT ARTHUR, CLAIBORNE COUNTY, 1.5 MILES WEST OF A BRIDGE
 GA2706'OVER GAP CREEK, 1.3 MILES EAST OF THE BRUCE MAIL EXCHANGE,
 GA2706'OPPOSITE A SMALL FRAME SCHOOLHOUSE, ON THE PROPERTY OF W.G. KECK,
 GA2706'20 YARDS SOUTH OF THE PORCH OF THE HOUSE, 11 YARDS NORTH OF THE
 GA2706'CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF THE CENTERLINE OF A
 GA2706'DRIVEWAY, 12 FEET NORTH OF A FENCE CORNER, AT THE FENCE, AND LEVEL
 GA2706'WITH THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA2706'STAMPED A 133 1936 AND SET IN THE TOP OF A CONCRETE POST.
 GA2706
 GA2706                          STATION RECOVERY (1965)
 GA2706
 GA2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA2706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0917 ***********************************************************************
 FE0917  DESIGNATION -  A 135
 FE0917  PID         -  FE0917
 FE0917  STATE/COUNTY-  TN/DYER
 FE0917  USGS QUAD   -  FOWLKES (1983)
 FE0917
 FE0917                         *CURRENT SURVEY CONTROL
 FE0917  ___________________________________________________________________
 FE0917* NAD 83(1986)-  35 56 00.     (N)    089 23 21.     (W)     SCALED    
 FE0917* NAVD 88     -        84.082  (meters)     275.86   (feet)  ADJUSTED  
 FE0917  ___________________________________________________________________
 FE0917  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0917  DYNAMIC HT  -          84.011 (meters)     275.63  (feet)  COMP
 FE0917  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 FE0917
 FE0917  VERT ORDER  -  FIRST     CLASS I
 FE0917
 FE0917.The horizontal coordinates were scaled from a topographic map and have
 FE0917.an estimated accuracy of +/- 6 seconds.
 FE0917
 FE0917.The orthometric height was determined by differential leveling
 FE0917.and adjusted by the National Geodetic Survey in June 1991..
 FE0917
 FE0917.The geoid height was determined by GEOID03.
 FE0917
 FE0917.The dynamic height is computed by dividing the NAVD 88
 FE0917.geopotential number by the normal gravity value computed on the
 FE0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0917.degrees latitude (g = 980.6199 gals.).
 FE0917
 FE0917.The modeled gravity was interpolated from observed gravity values.
 FE0917
 FE0917;                    North         East    Units  Estimated Accuracy
 FE0917;SPC TN       -   182,810.      294,240.      MT  (+/- 180 meters Scaled)
 FE0917
 FE0917                          SUPERSEDED SURVEY CONTROL
 FE0917
 FE0917  NGVD 29 (??/??/??)   84.020  (m)          275.66   (f) ADJUSTED    1 1
 FE0917
 FE0917.Superseded values are not recommended for survey control.
 FE0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0917.See file dsdata.txt to determine how the superseded data were derived.
 FE0917
 FE0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE844791(NAD 83)
 FE0917_MARKER: DB = BENCH MARK DISK
 FE0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0917_SP_SET: BRIDGE
 FE0917_STAMPING: A 135 1957
 FE0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0917+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0917
 FE0917  HISTORY     - Date     Condition        Report By
 FE0917  HISTORY     - 1957     MONUMENTED       CGS
 FE0917  HISTORY     - 1974     GOOD             NGS
 FE0917  HISTORY     - 20020804 POOR             USACE
 FE0917
 FE0917                          STATION DESCRIPTION
 FE0917
 FE0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0917'2.4 MI S FROM FOWLKES.
 FE0917'ABOUT 2.35 MILES SOUTH ALONG OLD U.S. HIGHWAY 51 FROM THE FOWLKES
 FE0917'BAPTIST CHURCH AT FOWLKES, ABOUT 0.15 MILE SOUTH OF THE JUNCTION
 FE0917'OF A PAVED ROAD CROSSING TRACKS EAST, IN THE NORTH END OF THE
 FE0917'WEST CONCRETE HEADWALL OF A 120-FOOT RAILROAD BRIDGE OVER A BRANCH
 FE0917'OF THE SOUTH FORK OF FORKED DEER RIVER, 5 RAILS NORTH OF MILEPOST
 FE0917'321, ABOUT 40 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 4.1
 FE0917'FEET WEST OF THE WEST RAIL AND 1.5 FEET BELOW LEVEL OF THE RAIL.
 FE0917
 FE0917                          STATION RECOVERY (2002)
 FE0917
 FE0917'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0917'MONUMENT IS COVERED BY CROSSTIES SERVING AS RETAINING WALL. MONUMENT
 FE0917'IS VISIBLE THROUGH CRACK BETWEEN HEADWALL AND CROSSTIES, BUT NOT
 FE0917'USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0792 ***********************************************************************
 GD0792  DESIGNATION -  A 14 RESET
 GD0792  PID         -  GD0792
 GD0792  STATE/COUNTY-  TN/OBION
 GD0792  USGS QUAD   -  UNION CITY (1980)
 GD0792
 GD0792                         *CURRENT SURVEY CONTROL
 GD0792  ___________________________________________________________________
 GD0792* NAD 83(1986)-  36 24 24.     (N)    089 00 22.     (W)     SCALED    
 GD0792* NAVD 88     -       103.41   (+/-2cm)     339.3    (feet)  VERTCON   
 GD0792  ___________________________________________________________________
 GD0792  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0792
 GD0792  VERT ORDER  -  THIRD (See Below)
 GD0792
 GD0792.The horizontal coordinates were scaled from a topographic map and have
 GD0792.an estimated accuracy of +/- 6 seconds.
 GD0792
 GD0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0792.The vertical order pertains to the NGVD 29 superseded value.
 GD0792
 GD0792.The geoid height was determined by GEOID03.
 GD0792
 GD0792;                    North         East    Units  Estimated Accuracy
 GD0792;SPC TN       -   234,180.      330,400.      MT  (+/- 180 meters Scaled)
 GD0792
 GD0792                          SUPERSEDED SURVEY CONTROL
 GD0792
 GD0792  NGVD 29 (??/??/??)  103.41   (m)          339.3    (f) RESET       3  
 GD0792
 GD0792.Superseded values are not recommended for survey control.
 GD0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0792.See file dsdata.txt to determine how the superseded data were derived.
 GD0792
 GD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF201309(NAD 83)
 GD0792_MARKER: DB = BENCH MARK DISK
 GD0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0792_STAMPING: A 14 1935 RESET 1965
 GD0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0792+STABILITY: SURFACE MOTION
 GD0792
 GD0792  HISTORY     - Date     Condition        Report By
 GD0792  HISTORY     - 1965     MONUMENTED       CGS
 GD0792
 GD0792                          STATION DESCRIPTION
 GD0792
 GD0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GD0792'3.2 MI E FROM UNION CITY.
 GD0792'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 22 FROM THE OBION
 GD0792'COURT HOUSE IN UNION CITY, ABOUT 0.5 MILES SOUTH OF THE CROSSINGS
 GD0792'OF THE ILLINOIS CENTRAL RAILROAD AND THE NASHVILLE, CHATTANOOGA
 GD0792'AND ST. LOUIS RAILWAY AT THE GIBBS SIDING.  THE MARK IS ALONG
 GD0792'THE NORTHEAST RIGHT-OF-WAY OF STATE RTE. 22, 158 FEET NORTHWEST
 GD0792'FROM THE RAILROAD OVERPASS, 26 FEET NORTHEAST FROM THE
 GD0792'APPROXIMATE CENTER OF STATE RTE. 22, 3 FEET WEST FROM UTILITY
 GD0792'POLE NO. 1, AND 1.6 FEET EAST FROM A METAL WITNESS POST AND SIGN,
 GD0792'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD0792'PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1761 ***********************************************************************
 FB1761  DESIGNATION -  A 142
 FB1761  PID         -  FB1761
 FB1761  STATE/COUNTY-  TN/BLOUNT
 FB1761  USGS QUAD   -  MARYVILLE (1979)
 FB1761
 FB1761                         *CURRENT SURVEY CONTROL
 FB1761  ___________________________________________________________________
 FB1761* NAD 83(1986)-  35 49 08.     (N)    083 58 16.     (W)     SCALED    
 FB1761* NAVD 88     -       267.368  (meters)     877.19   (feet)  ADJUSTED  
 FB1761  ___________________________________________________________________
 FB1761  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1761  DYNAMIC HT  -         267.118 (meters)     876.37  (feet)  COMP
 FB1761  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 FB1761
 FB1761  VERT ORDER  -  SECOND    CLASS 0
 FB1761
 FB1761.The horizontal coordinates were scaled from a topographic map and have
 FB1761.an estimated accuracy of +/- 6 seconds.
 FB1761
 FB1761.The orthometric height was determined by differential leveling
 FB1761.and adjusted by the National Geodetic Survey in June 1991..
 FB1761
 FB1761.The geoid height was determined by GEOID03.
 FB1761
 FB1761.The dynamic height is computed by dividing the NAVD 88
 FB1761.geopotential number by the normal gravity value computed on the
 FB1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1761.degrees latitude (g = 980.6199 gals.).
 FB1761
 FB1761.The modeled gravity was interpolated from observed gravity values.
 FB1761
 FB1761;                    North         East    Units  Estimated Accuracy
 FB1761;SPC TN       -   166,720.      783,330.      MT  (+/- 180 meters Scaled)
 FB1761
 FB1761                          SUPERSEDED SURVEY CONTROL
 FB1761
 FB1761  NGVD 29 (??/??/92)  267.494  (m)          877.60   (f) ADJ UNCH    2 0
 FB1761
 FB1761.Superseded values are not recommended for survey control.
 FB1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1761.See file dsdata.txt to determine how the superseded data were derived.
 FB1761
 FB1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV315679(NAD 83)
 FB1761_MARKER: DB = BENCH MARK DISK
 FB1761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1761_SP_SET: CULVERT
 FB1761_STAMPING: A 142 1959
 FB1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1761
 FB1761  HISTORY     - Date     Condition        Report By
 FB1761  HISTORY     - 1959     MONUMENTED       CGS
 FB1761  HISTORY     - 1983     GOOD             NGS
 FB1761
 FB1761                          STATION DESCRIPTION
 FB1761
 FB1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FB1761'1.1 MI NE FROM KNOXVILLE.
 FB1761'ABOUT 1.1 MILES NORTHEAST OF THE TERMINAL BUILDING, ON THE
 FB1761'SOUTHERLY SIDE OF CUSICK ROAD, 0.9 MILE NORTHEAST OF ITS JUNCTION
 FB1761'WITH STATE HIGHWAY 73, 259 FEET NORTHEAST OF THE CENTERLINE OF
 FB1761'THE ROAD SOUTHEAST TO ALCOA NORTH PLANT, 14 FEET SOUTHEAST OF THE
 FB1761'CENTERLINE OF CUSICK ROAD, IN THE STONE AND CONCRETE HEADWALL
 FB1761'OF A CULVERT, 3 FEET SOUTHWEST OF THE NORTHEAST END, AND ABOUT
 FB1761'6 INCHES BELOW ROAD LEVEL.
 FB1761
 FB1761                          STATION RECOVERY (1983)
 FB1761
 FB1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0515 ***********************************************************************
 GA0515  DESIGNATION -  A 144 RESET
 GA0515  PID         -  GA0515
 GA0515  STATE/COUNTY-  TN/SULLIVAN
 GA0515  USGS QUAD   -  BOONE DAM (1968)
 GA0515
 GA0515                         *CURRENT SURVEY CONTROL
 GA0515  ___________________________________________________________________
 GA0515* NAD 83(1986)-  36 28 54.     (N)    082 24 28.     (W)     SCALED    
 GA0515* NAVD 88     -       472.359  (meters)    1549.73   (feet)  ADJUSTED  
 GA0515  ___________________________________________________________________
 GA0515  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0515  DYNAMIC HT  -         471.921 (meters)    1548.29  (feet)  COMP
 GA0515  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 GA0515
 GA0515  VERT ORDER  -  THIRD
 GA0515
 GA0515.This mark is at Tri Cities Regional Airport (TRI)
 GA0515
 GA0515.The horizontal coordinates were scaled from a topographic map and have
 GA0515.an estimated accuracy of +/- 6 seconds.
 GA0515
 GA0515.The orthometric height was determined by differential leveling
 GA0515.and adjusted by the National Geodetic Survey in June 1991..
 GA0515
 GA0515.The geoid height was determined by GEOID03.
 GA0515
 GA0515.The dynamic height is computed by dividing the NAVD 88
 GA0515.geopotential number by the normal gravity value computed on the
 GA0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0515.degrees latitude (g = 980.6199 gals.).
 GA0515
 GA0515.The modeled gravity was interpolated from observed gravity values.
 GA0515
 GA0515;                    North         East    Units  Estimated Accuracy
 GA0515;SPC TN       -   244,270.      921,840.      MT  (+/- 180 meters Scaled)
 GA0515
 GA0515                          SUPERSEDED SURVEY CONTROL
 GA0515
 GA0515  NGVD 29 (05/30/89)  472.499  (m)         1550.19   (f) ADJUSTED    3 0
 GA0515
 GA0515.Superseded values are not recommended for survey control.
 GA0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0515.See file dsdata.txt to determine how the superseded data were derived.
 GA0515
 GA0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA738382(NAD 83)
 GA0515_MARKER: DB = BENCH MARK DISK
 GA0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0515_SP_SET: HANDHOLE COVER
 GA0515_STAMPING: A 144 RESET 1967
 GA0515_MARK LOGO: CGS   
 GA0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0515+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1975
 GA0515
 GA0515  HISTORY     - Date     Condition        Report By
 GA0515  HISTORY     - 1967     MONUMENTED       CGS
 GA0515  HISTORY     - 1971     GOOD             NGS
 GA0515  HISTORY     - 19750512 GOOD             CGS
 GA0515
 GA0515                          STATION DESCRIPTION
 GA0515
 GA0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GA0515'IN HOLSTON.
 GA0515'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED
 GA0515'ON THE TRI-CITY AIRPORT, SULLIVAN COUNTY, TENNESSEE.  IT IS A
 GA0515'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER
 GA0515'OF THE 5 FOOT BY 6 FOOT DECK OF ELECTRIC CABLE HANDHOLE
 GA0515'DESIGNATED H.H. 22, 59.7 FEET NW OF A FIRE HYDRANT, 47.7 FEET NW
 GA0515'OF THE SW CORNER OF THE FAA AND WEATHER BUREAU BUILDING, 15.5
 GA0515'FEET SOUTH OF THE SOUTH CORNER OF THE ENTRANCE STEPS TO THIS BUILDING,
 GA0515'6 FEET NNE OF THE CENTER OF A SIDEWALK, 3.3 FEET NORTH OF THE
 GA0515'CENTER OF THE METAL HANDHOLE COVER, 0.4 FOOT ESE OF THE NW
 GA0515'EDGE OF THE CONCRETE DECK, AND 0.4 FOOT SSW OF THE NE EDGE
 GA0515'OF THE CONCRETE DECK.
 GA0515
 GA0515                          STATION RECOVERY (1975)
 GA0515
 GA0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1975
 GA0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1207 ***********************************************************************
 FC1207  DESIGNATION -  A 15
 FC1207  PID         -  FC1207
 FC1207  STATE/COUNTY-  TN/RHEA
 FC1207  USGS QUAD   -  GRAYSVILLE (1990)
 FC1207
 FC1207                         *CURRENT SURVEY CONTROL
 FC1207  ___________________________________________________________________
 FC1207* NAD 83(1986)-  35 29 33.     (N)    085 00 27.     (W)     SCALED    
 FC1207* NAVD 88     -       210.501  (meters)     690.62   (feet)  ADJUSTED  
 FC1207  ___________________________________________________________________
 FC1207  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FC1207  DYNAMIC HT  -         210.301 (meters)     689.96  (feet)  COMP
 FC1207  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FC1207
 FC1207  VERT ORDER  -  SECOND    CLASS 0
 FC1207
 FC1207.The horizontal coordinates were scaled from a topographic map and have
 FC1207.an estimated accuracy of +/- 6 seconds.
 FC1207
 FC1207.The orthometric height was determined by differential leveling
 FC1207.and adjusted by the National Geodetic Survey in June 1991..
 FC1207
 FC1207.The geoid height was determined by GEOID03.
 FC1207
 FC1207.The dynamic height is computed by dividing the NAVD 88
 FC1207.geopotential number by the normal gravity value computed on the
 FC1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1207.degrees latitude (g = 980.6199 gals.).
 FC1207
 FC1207.The modeled gravity was interpolated from observed gravity values.
 FC1207
 FC1207;                    North         East    Units  Estimated Accuracy
 FC1207;SPC TN       -   129,070.      690,050.      MT  (+/- 180 meters Scaled)
 FC1207
 FC1207                          SUPERSEDED SURVEY CONTROL
 FC1207
 FC1207  NGVD 29 (??/??/92)  210.579  (m)          690.87   (f) ADJ UNCH    2 0
 FC1207
 FC1207.Superseded values are not recommended for survey control.
 FC1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1207.See file dsdata.txt to determine how the superseded data were derived.
 FC1207
 FC1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE807294(NAD 83)
 FC1207_MARKER: DB = BENCH MARK DISK
 FC1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1207_STAMPING: A 15 1933
 FC1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1207+STABILITY: SURFACE MOTION
 FC1207
 FC1207  HISTORY     - Date     Condition        Report By
 FC1207  HISTORY     - 1933     MONUMENTED       CGS
 FC1207  HISTORY     - 1949     GOOD             NGS
 FC1207  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1207
 FC1207                          STATION DESCRIPTION
 FC1207
 FC1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1207'0.3 MI E FROM DAYTON.
 FC1207'0.3 MILE EAST ALONG STATE HIGHWAY 30 FROM THE COUNTY COURTHOUSE
 FC1207'AT DAYTON, RHEA COUNTY, AT THE EAST EDGE OF TOWN, ON THE OUTSIDE
 FC1207'OF A CURVE, 163 FEET SOUTHWEST OF THE WEST END OF A STEEL BRIDGE
 FC1207'OVER LITTLE RICHLAND CREEK, 51 FEET SOUTHEAST OF THE CENTERLINE
 FC1207'OF THE HIGHWAY, AND 19 FEET NORTH OF THE CENTERLINE OF AN OLD
 FC1207'RAILROAD.  A STANDARD DISK, STAMPED A 15 1933 AND SET IN THE TOP
 FC1207'OF A CONCRETE POST.
 FC1207
 FC1207                          STATION RECOVERY (1972)
 FC1207
 FC1207'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1584 ***********************************************************************
 FE1584  DESIGNATION -  A 151
 FE1584  PID         -  FE1584
 FE1584  STATE/COUNTY-  TN/LAUDERDALE
 FE1584  USGS QUAD   -  OPEN LAKE (1983)
 FE1584
 FE1584                         *CURRENT SURVEY CONTROL
 FE1584  ___________________________________________________________________
 FE1584* NAD 83(1986)-  35 46 21.     (N)    089 40 40.     (W)     SCALED    
 FE1584* NAVD 88     -        76.728  (meters)     251.73   (feet)  ADJUSTED  
 FE1584  ___________________________________________________________________
 FE1584  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1584  DYNAMIC HT  -          76.662 (meters)     251.52  (feet)  COMP
 FE1584  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 FE1584
 FE1584  VERT ORDER  -  FIRST     CLASS II
 FE1584
 FE1584.The horizontal coordinates were scaled from a topographic map and have
 FE1584.an estimated accuracy of +/- 6 seconds.
 FE1584
 FE1584.The orthometric height was determined by differential leveling
 FE1584.and adjusted by the National Geodetic Survey in June 1991..
 FE1584
 FE1584.The geoid height was determined by GEOID03.
 FE1584
 FE1584.The dynamic height is computed by dividing the NAVD 88
 FE1584.geopotential number by the normal gravity value computed on the
 FE1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1584.degrees latitude (g = 980.6199 gals.).
 FE1584
 FE1584.The modeled gravity was interpolated from observed gravity values.
 FE1584
 FE1584;                    North         East    Units  Estimated Accuracy
 FE1584;SPC TN       -   165,920.      267,540.      MT  (+/- 180 meters Scaled)
 FE1584
 FE1584                          SUPERSEDED SURVEY CONTROL
 FE1584
 FE1584  NGVD 29 (??/??/??)   76.688  (m)          251.60   (f) ADJUSTED    1 2
 FE1584
 FE1584.Superseded values are not recommended for survey control.
 FE1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1584.See file dsdata.txt to determine how the superseded data were derived.
 FE1584
 FE1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE579620(NAD 83)
 FE1584_MARKER: DB = BENCH MARK DISK
 FE1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1584_STAMPING: A 151 1943
 FE1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1584+STABILITY: SURFACE MOTION
 FE1584
 FE1584  HISTORY     - Date     Condition        Report By
 FE1584  HISTORY     - 1943     MONUMENTED       CGS
 FE1584  HISTORY     - 1957     GOOD             CGS
 FE1584  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1584
 FE1584                          STATION DESCRIPTION
 FE1584
 FE1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1584'5 MI W FROM ARP.
 FE1584'5.05 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1584'ELEMENTARY SCHOOL AT ARP, ABOUT 0.7 MILE EAST OF THE JUNCTION
 FE1584'OF A BLACK TOP ROAD LEADING NORTH, 70 FEET SOUTH OF THE CENTER
 FE1584'LINE OF THE HIGHWAY, 49 FEET NORTHWEST AND ACROSS A DRIVEWAY
 FE1584'LEADING SOUTH FROM A 24-INCH OAK TREE, 12 FEET WEST OF THE CENTER
 FE1584'LINE OF A WOODS ROAD, 7 FEET NORTHWEST OF A DOUBLE BODIED 6 INCH
 FE1584'TREE, 5 FEET NORTHEAST OF AN 8-INCH TREE, 0.2 MILE WEST OF A
 FE1584'200 FEET LONG WOODEN HIGHWAY BRIDGE, 2 1/2 FEET WEST OF A WHITE
 FE1584'WOODEN WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 FE1584'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FE1584'GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 4.8 MILES EAST ALONG
 FE1584'STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL AT ASHPORT.
 FE1584
 FE1584                          STATION RECOVERY (1971)
 FE1584
 FE1584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1551 ***********************************************************************
 FE1551  DESIGNATION -  A 152
 FE1551  PID         -  FE1551
 FE1551  STATE/COUNTY-  TN/LAUDERDALE
 FE1551  USGS QUAD   -  CHIC (1983)
 FE1551
 FE1551                         *CURRENT SURVEY CONTROL
 FE1551  ___________________________________________________________________
 FE1551* NAD 83(1986)-  35 53 42.     (N)    089 42 26.     (W)     SCALED    
 FE1551* NAVD 88     -        78.547  (meters)     257.70   (feet)  ADJUSTED  
 FE1551  ___________________________________________________________________
 FE1551  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1551  DYNAMIC HT  -          78.481 (meters)     257.48  (feet)  COMP
 FE1551  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 FE1551
 FE1551  VERT ORDER  -  FIRST     CLASS II
 FE1551
 FE1551.The horizontal coordinates were scaled from a topographic map and have
 FE1551.an estimated accuracy of +/- 6 seconds.
 FE1551
 FE1551.The orthometric height was determined by differential leveling
 FE1551.and adjusted by the National Geodetic Survey in June 1991..
 FE1551.WARNING-Repeat measurements at this control monument indicate possible
 FE1551.vertical movement.
 FE1551
 FE1551.The geoid height was determined by GEOID03.
 FE1551
 FE1551.The dynamic height is computed by dividing the NAVD 88
 FE1551.geopotential number by the normal gravity value computed on the
 FE1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1551.degrees latitude (g = 980.6199 gals.).
 FE1551
 FE1551.The modeled gravity was interpolated from observed gravity values.
 FE1551
 FE1551;                    North         East    Units  Estimated Accuracy
 FE1551;SPC TN       -   179,600.      265,400.      MT  (+/- 180 meters Scaled)
 FE1551
 FE1551                          SUPERSEDED SURVEY CONTROL
 FE1551
 FE1551  NGVD 29 (??/??/??)   78.497  (m)          257.54   (f) ADJUSTED    1 2
 FE1551
 FE1551.Superseded values are not recommended for survey control.
 FE1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1551.See file dsdata.txt to determine how the superseded data were derived.
 FE1551
 FE1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE556756(NAD 83)
 FE1551_MARKER: DB = BENCH MARK DISK
 FE1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1551_STAMPING: A 152 1943
 FE1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1551+STABILITY: SURFACE MOTION
 FE1551
 FE1551  HISTORY     - Date     Condition        Report By
 FE1551  HISTORY     - 1943     MONUMENTED       CGS
 FE1551  HISTORY     - 1957     GOOD             CGS
 FE1551
 FE1551                          STATION DESCRIPTION
 FE1551
 FE1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1551'2.4 MI E FROM BARR.
 FE1551'1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE STORE AND POST
 FE1551'OFFICE AT BARR, THENCE ABOUT 1.35 MILES NORTHEAST ALONG A GRAVEL
 FE1551'ROAD LEADING TO HALES POINT, THENCE 0.1 MILE NORTH THRU WOODS,
 FE1551'41 1/2 FEET NORTH OF THE CENTER LINE OF A DIM ROAD, 45 FEET
 FE1551'NORTH OF THE CENTER OF THE JUNCTION OF DIM ROAD AND ANOTHER
 FE1551'DIM ROAD LEADING NORTHEAST, 40 FEET NORTHWEST OF THE CENTER
 FE1551'LINE OF THE DIM ROAD LEADING NORTHEAST, 12 FEET WEST-SOUTHWEST
 FE1551'OF A BLAZED 40 INCH MAPLE TREE, 365 FEET EAST OF THE SOUTHEAST
 FE1551'CORNER OF ABOUT 4 ACRES OF SMALL COTTONWOOD TREES, 1 FOOT ABOVE
 FE1551'THE LEVEL OF THE DIM ROAD AND SET IN THE TOP OF A CONCRETE
 FE1551'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0929 ***********************************************************************
 GD0929  DESIGNATION -  A 153
 GD0929  PID         -  GD0929
 GD0929  STATE/COUNTY-  TN/DYER
 GD0929  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0929
 GD0929                         *CURRENT SURVEY CONTROL
 GD0929  ___________________________________________________________________
 GD0929* NAD 83(1986)-  36 00 15.     (N)    089 32 31.     (W)     SCALED    
 GD0929* NAVD 88     -        79.628  (meters)     261.25   (feet)  ADJUSTED  
 GD0929  ___________________________________________________________________
 GD0929  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0929  DYNAMIC HT  -          79.561 (meters)     261.03  (feet)  COMP
 GD0929  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 GD0929
 GD0929  VERT ORDER  -  SECOND    CLASS 0
 GD0929
 GD0929.The horizontal coordinates were scaled from a topographic map and have
 GD0929.an estimated accuracy of +/- 6 seconds.
 GD0929
 GD0929.The orthometric height was determined by differential leveling
 GD0929.and adjusted by the National Geodetic Survey in June 1991..
 GD0929
 GD0929.The geoid height was determined by GEOID03.
 GD0929
 GD0929.The dynamic height is computed by dividing the NAVD 88
 GD0929.geopotential number by the normal gravity value computed on the
 GD0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0929.degrees latitude (g = 980.6199 gals.).
 GD0929
 GD0929.The modeled gravity was interpolated from observed gravity values.
 GD0929
 GD0929;                    North         East    Units  Estimated Accuracy
 GD0929;SPC TN       -   191,160.      280,750.      MT  (+/- 180 meters Scaled)
 GD0929
 GD0929                          SUPERSEDED SURVEY CONTROL
 GD0929
 GD0929  NGVD 29 (??/??/??)   79.563  (m)          261.03   (f) ADJUSTED    2 0
 GD0929
 GD0929.Superseded values are not recommended for survey control.
 GD0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0929.See file dsdata.txt to determine how the superseded data were derived.
 GD0929
 GD0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE708873(NAD 83)
 GD0929_MARKER: DB = BENCH MARK DISK
 GD0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0929_STAMPING: A 153 1943
 GD0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0929+STABILITY: SURFACE MOTION
 GD0929
 GD0929  HISTORY     - Date     Condition        Report By
 GD0929  HISTORY     - 1943     MONUMENTED       CGS
 GD0929  HISTORY     - 20020419 MARK NOT FOUND   USACE
 GD0929
 GD0929                          STATION DESCRIPTION
 GD0929
 GD0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0929'5.4 MI SW FROM FINLEY.
 GD0929'1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 GD0929'FINLEY, THENCE 4.4 MILES SOUTHWEST ALONG A PAVED ROAD, 52.3 FEET
 GD0929'SOUTH OF THE CENTERLINE OF THE ROAD, 31.7 FEET WEST OF THE
 GD0929'NORTHWEST CORNER OF TYLERSVILLE STORE, 3.5 FEET SOUTH OF AN
 GD0929'8-INCH OAK TREE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 GD0929'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 153 1943
 GD0929'AND SET IN THE TOP OF A CONCRETE POST.
 GD0929
 GD0929                          STATION RECOVERY (2002)
 GD0929
 GD0929'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0929'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1009 ***********************************************************************
 FE1009  DESIGNATION -  A 155
 FE1009  PID         -  FE1009
 FE1009  STATE/COUNTY-  TN/HARDEMAN
 FE1009  USGS QUAD   -  SAULSBURY (1981)
 FE1009
 FE1009                         *CURRENT SURVEY CONTROL
 FE1009  ___________________________________________________________________
 FE1009* NAD 83(1986)-  35 02 56.     (N)    089 01 04.     (W)     SCALED    
 FE1009* NAVD 88     -       151.806  (meters)     498.05   (feet)  ADJUSTED  
 FE1009  ___________________________________________________________________
 FE1009  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE1009  DYNAMIC HT  -         151.661 (meters)     497.57  (feet)  COMP
 FE1009  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 FE1009
 FE1009  VERT ORDER  -  FIRST     CLASS II
 FE1009
 FE1009.The horizontal coordinates were scaled from a topographic map and have
 FE1009.an estimated accuracy of +/- 6 seconds.
 FE1009
 FE1009.The orthometric height was determined by differential leveling
 FE1009.and adjusted by the National Geodetic Survey in June 1991..
 FE1009
 FE1009.The geoid height was determined by GEOID03.
 FE1009
 FE1009.The dynamic height is computed by dividing the NAVD 88
 FE1009.geopotential number by the normal gravity value computed on the
 FE1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1009.degrees latitude (g = 980.6199 gals.).
 FE1009
 FE1009.The modeled gravity was interpolated from observed gravity values.
 FE1009
 FE1009;                    North         East    Units  Estimated Accuracy
 FE1009;SPC TN       -    83,640.      324,710.      MT  (+/- 180 meters Scaled)
 FE1009
 FE1009                          SUPERSEDED SURVEY CONTROL
 FE1009
 FE1009  NGVD 29 (??/??/??)  151.758  (m)          497.89   (f) ADJUSTED    1 2
 FE1009
 FE1009.Superseded values are not recommended for survey control.
 FE1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1009.See file dsdata.txt to determine how the superseded data were derived.
 FE1009
 FE1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD159803(NAD 83)
 FE1009_MARKER: DB = BENCH MARK DISK
 FE1009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1009_SP_SET: CULVERT
 FE1009_STAMPING: A 155 1944
 FE1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1009
 FE1009  HISTORY     - Date     Condition        Report By
 FE1009  HISTORY     - 1944     MONUMENTED       CGS
 FE1009  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1009  HISTORY     - 20020923 POOR             USACE
 FE1009
 FE1009                          STATION DESCRIPTION
 FE1009
 FE1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1009'2.5 MI W FROM SAULSBURY.
 FE1009'2.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1009'ROGERS SPRING, HARDEMAN COUNTY, 0.2 MILE WEST OF MILEPOST
 FE1009'490, AT A FARM-ROAD CROSSING, IN THE TOP OF THE SOUTH END OF THE
 FE1009'CONCRETE RETAINING WALL ALONG THE WEST SIDE OF THE ROAD, 7.6
 FE1009'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT LEVEL WITH
 FE1009'THE TRACK.  A STANDARD DISK, STAMPED A 155 1944.
 FE1009
 FE1009                          STATION RECOVERY (1983)
 FE1009
 FE1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1009'NOT SEARCHED FOR DUE TO LOCKED GATES AND POSTED PROPERTY.  LEVEL LINE
 FE1009'REROUTED ALONG HIGHWAY 57.
 FE1009
 FE1009                          STATION RECOVERY (2002)
 FE1009
 FE1009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1009'MARK DESTROYED, RETAINING WALL TORN DOWN APPROX. 15 YRS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0561 ***********************************************************************
 FE0561  DESIGNATION -  A 156
 FE0561  PID         -  FE0561
 FE0561  STATE/COUNTY-  TN/MCNAIRY
 FE0561  USGS QUAD   -  GUYS (1983)
 FE0561
 FE0561                         *CURRENT SURVEY CONTROL
 FE0561  ___________________________________________________________________
 FE0561* NAD 83(1986)-  35 01 07.     (N)    088 32 44.     (W)     SCALED    
 FE0561* NAVD 88     -       137.027  (meters)     449.56   (feet)  ADJUSTED  
 FE0561  ___________________________________________________________________
 FE0561  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0561  DYNAMIC HT  -         136.897 (meters)     449.14  (feet)  COMP
 FE0561  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 FE0561
 FE0561  VERT ORDER  -  FIRST     CLASS II
 FE0561
 FE0561.The horizontal coordinates were scaled from a topographic map and have
 FE0561.an estimated accuracy of +/- 6 seconds.
 FE0561
 FE0561.The orthometric height was determined by differential leveling
 FE0561.and adjusted by the National Geodetic Survey in June 1991..
 FE0561
 FE0561.The geoid height was determined by GEOID03.
 FE0561
 FE0561.The dynamic height is computed by dividing the NAVD 88
 FE0561.geopotential number by the normal gravity value computed on the
 FE0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0561.degrees latitude (g = 980.6199 gals.).
 FE0561
 FE0561.The modeled gravity was interpolated from observed gravity values.
 FE0561
 FE0561;                    North         East    Units  Estimated Accuracy
 FE0561;SPC TN       -    79,050.      367,690.      MT  (+/- 180 meters Scaled)
 FE0561
 FE0561                          SUPERSEDED SURVEY CONTROL
 FE0561
 FE0561  NGVD 29 (??/??/??)  137.012  (m)          449.51   (f) ADJUSTED    1 2
 FE0561
 FE0561.Superseded values are not recommended for survey control.
 FE0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0561.See file dsdata.txt to determine how the superseded data were derived.
 FE0561
 FE0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD589761(NAD 83)
 FE0561_MARKER: DB = BENCH MARK DISK
 FE0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0561_SP_SET: CULVERT
 FE0561_STAMPING: A 156 1944
 FE0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0561
 FE0561  HISTORY     - Date     Condition        Report By
 FE0561  HISTORY     - 1944     MONUMENTED       CGS
 FE0561  HISTORY     - 1948     GOOD             CGS
 FE0561  HISTORY     - 1972     GOOD             TVA
 FE0561
 FE0561                          STATION DESCRIPTION
 FE0561
 FE0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0561'1.1 MI SE FROM GUYS.
 FE0561'ABOUT 1.1 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0561'RAILROAD FROM THE STATION AT GUYS, ABOUT 0.1 MILE SOUTHEAST OF
 FE0561'A SIGN STATION 1 MILE, ABOUT 0.1 MILE NORTHWEST OF MILE POST
 FE0561'335, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 FE0561'WALL OF A 10-FOOT CONCRETE CULVERT, 15 FEET NORTHEAST OF THE
 FE0561'NORTHEAST RAIL AND ABOUT 7 FEET BELOW THE TRACK.
 FE0561
 FE0561                          STATION RECOVERY (1972)
 FE0561
 FE0561'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0966 ***********************************************************************
 FE0966  DESIGNATION -  A 157
 FE0966  PID         -  FE0966
 FE0966  STATE/COUNTY-  TN/FAYETTE
 FE0966  USGS QUAD   -  MOSCOW (1965)
 FE0966
 FE0966                         *CURRENT SURVEY CONTROL
 FE0966  ___________________________________________________________________
 FE0966* NAD 83(1986)-  35 03 40.     (N)    089 28 04.     (W)     SCALED    
 FE0966* NAVD 88     -       101.888  (meters)     334.28   (feet)  ADJUSTED  
 FE0966  ___________________________________________________________________
 FE0966  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0966  DYNAMIC HT  -         101.792 (meters)     333.96  (feet)  COMP
 FE0966  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FE0966
 FE0966  VERT ORDER  -  FIRST     CLASS II
 FE0966
 FE0966.The horizontal coordinates were scaled from a topographic map and have
 FE0966.an estimated accuracy of +/- 6 seconds.
 FE0966
 FE0966.The orthometric height was determined by differential leveling
 FE0966.and adjusted by the National Geodetic Survey in June 1991..
 FE0966
 FE0966.The geoid height was determined by GEOID03.
 FE0966
 FE0966.The dynamic height is computed by dividing the NAVD 88
 FE0966.geopotential number by the normal gravity value computed on the
 FE0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0966.degrees latitude (g = 980.6199 gals.).
 FE0966
 FE0966.The modeled gravity was interpolated from observed gravity values.
 FE0966
 FE0966;                    North         East    Units  Estimated Accuracy
 FE0966;SPC TN       -    86,350.      283,720.      MT  (+/- 180 meters Scaled)
 FE0966
 FE0966                          SUPERSEDED SURVEY CONTROL
 FE0966
 FE0966  NGVD 29 (??/??/??)  101.832  (m)          334.09   (f) ADJUSTED    1 2
 FE0966
 FE0966.Superseded values are not recommended for survey control.
 FE0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0966.See file dsdata.txt to determine how the superseded data were derived.
 FE0966
 FE0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD749826(NAD 83)
 FE0966_MARKER: DB = BENCH MARK DISK
 FE0966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE0966_STAMPING: A 157 1944
 FE0966_MARK LOGO: CGS   
 FE0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0966+STABILITY: SURFACE MOTION
 FE0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0966+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE0966
 FE0966  HISTORY     - Date     Condition        Report By
 FE0966  HISTORY     - 1944     MONUMENTED       CGS
 FE0966  HISTORY     - 1983     GOOD             NGS
 FE0966  HISTORY     - 20020924 GOOD             USACE
 FE0966
 FE0966                          STATION DESCRIPTION
 FE0966
 FE0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0966'3.7 MI W FROM MOSCOW.
 FE0966'3.7 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0966'MOSCOW, FAYETTE COUNTY, 0.5 MILE EAST OF MILEPOST 517, 350 FEET
 FE0966'WEST OF A ROAD CROSSING, AT A CONCRETE CULVERT, IN THE TOP OF
 FE0966'THE EAST END OF THE NORTH HEADWALL, 15.8 FEET NORTH OF THE
 FE0966'CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 FE0966'A STANDARD DISK, STAMPED A 157 1944.
 FE0966
 FE0966                          STATION RECOVERY (1983)
 FE0966
 FE0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0966'RECOVERED IN GOOD CONDITION.
 FE0966
 FE0966                          STATION RECOVERY (2002)
 FE0966
 FE0966'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0966'ROAD CROSSING IS HAYS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0550 ***********************************************************************
 FE0550  DESIGNATION -  A 158
 FE0550  PID         -  FE0550
 FE0550  STATE/COUNTY-  TN/MCNAIRY
 FE0550  USGS QUAD   -  GUYS (1983)
 FE0550
 FE0550                         *CURRENT SURVEY CONTROL
 FE0550  ___________________________________________________________________
 FE0550* NAD 83(1986)-  35 06 31.     (N)    088 36 59.     (W)     SCALED    
 FE0550* NAVD 88     -       125.425  (meters)     411.50   (feet)  ADJUSTED  
 FE0550  ___________________________________________________________________
 FE0550  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0550  DYNAMIC HT  -         125.307 (meters)     411.11  (feet)  COMP
 FE0550  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FE0550
 FE0550  VERT ORDER  -  FIRST     CLASS II
 FE0550
 FE0550.The horizontal coordinates were scaled from a topographic map and have
 FE0550.an estimated accuracy of +/- 6 seconds.
 FE0550
 FE0550.The orthometric height was determined by differential leveling
 FE0550.and adjusted by the National Geodetic Survey in June 1991..
 FE0550
 FE0550.The geoid height was determined by GEOID03.
 FE0550
 FE0550.The dynamic height is computed by dividing the NAVD 88
 FE0550.geopotential number by the normal gravity value computed on the
 FE0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0550.degrees latitude (g = 980.6199 gals.).
 FE0550
 FE0550.The modeled gravity was interpolated from observed gravity values.
 FE0550
 FE0550;                    North         East    Units  Estimated Accuracy
 FE0550;SPC TN       -    89,210.      361,490.      MT  (+/- 180 meters Scaled)
 FE0550
 FE0550                          SUPERSEDED SURVEY CONTROL
 FE0550
 FE0550  NGVD 29 (??/??/??)  125.418  (m)          411.48   (f) ADJUSTED    1 2
 FE0550
 FE0550.Superseded values are not recommended for survey control.
 FE0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0550.See file dsdata.txt to determine how the superseded data were derived.
 FE0550
 FE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD526862(NAD 83)
 FE0550_MARKER: DB = BENCH MARK DISK
 FE0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0550_STAMPING: A 158 1944
 FE0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0550+STABILITY: SURFACE MOTION
 FE0550
 FE0550  HISTORY     - Date     Condition        Report By
 FE0550  HISTORY     - 1944     MONUMENTED       CGS
 FE0550  HISTORY     - 1948     GOOD             CGS
 FE0550  HISTORY     - 1972     GOOD             TVA
 FE0550
 FE0550                          STATION DESCRIPTION
 FE0550
 FE0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0550'2.8 MI N FROM RAMER.
 FE0550'ABOUT 2.75 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0550'FROM THE STATION AT RAMER, ABOUT MIDWAY BETWEEN MILE POSTS 343
 FE0550'AND 344, ABOUT 0.6 MILE NORTH OF A 150-FOOT WOODEN TRESTLE,
 FE0550'ABOUT 0.2 MILE NORTH OF AN ABANDONED BLOCK SIGNAL FOUNDATION, AT
 FE0550'THE 5TH POLE NORTH OF POLE WITH A TRANSFORMER, 36 FEET WEST OF
 FE0550'THE WEST RAIL OF THE TRACK, 7 FEET SOUTH OF THE POLE (POLE HAS
 FE0550'2 GUY WIRES), ABOUT IN LINE WITH THE ROW OF POLES, ABOUT 6 FEET
 FE0550'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0550'5 INCHES.  NOTE-- DELETE 5TH POLE N OF POLE WITH TRANSFORMER
 FE0550'ALSO DELETE (POLE HAS 2 GUY WIRES).  ADD 450 FT N OF A HANDCAR
 FE0550'SIDING THE LETTERS BM PAINTED IN MIDDLE OF TRACK OPPOSITE
 FE0550'MONUMENT AND LARGE PAINTED CROSS ON POLE 7 FT N OF MONUMENT.
 FE0550
 FE0550                          STATION RECOVERY (1972)
 FE0550
 FE0550'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0507 ***********************************************************************
 FE0507  DESIGNATION -  A 159
 FE0507  PID         -  FE0507
 FE0507  STATE/COUNTY-  TN/CHESTER
 FE0507  USGS QUAD   -  JACKS CREEK (1983)
 FE0507
 FE0507                         *CURRENT SURVEY CONTROL
 FE0507  ___________________________________________________________________
 FE0507* NAD 83(1986)-  35 24 10.     (N)    088 36 44.     (W)     SCALED    
 FE0507* NAVD 88     -       125.399  (meters)     411.41   (feet)  ADJUSTED  
 FE0507  ___________________________________________________________________
 FE0507  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0507  DYNAMIC HT  -         125.284 (meters)     411.04  (feet)  COMP
 FE0507  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FE0507
 FE0507  VERT ORDER  -  FIRST     CLASS II
 FE0507
 FE0507.The horizontal coordinates were scaled from a topographic map and have
 FE0507.an estimated accuracy of +/- 6 seconds.
 FE0507
 FE0507.The orthometric height was determined by differential leveling
 FE0507.and adjusted by the National Geodetic Survey in June 1991..
 FE0507
 FE0507.The geoid height was determined by GEOID03.
 FE0507
 FE0507.The dynamic height is computed by dividing the NAVD 88
 FE0507.geopotential number by the normal gravity value computed on the
 FE0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0507.degrees latitude (g = 980.6199 gals.).
 FE0507
 FE0507.The modeled gravity was interpolated from observed gravity values.
 FE0507
 FE0507;                    North         East    Units  Estimated Accuracy
 FE0507;SPC TN       -   121,820.      362,740.      MT  (+/- 180 meters Scaled)
 FE0507
 FE0507                          SUPERSEDED SURVEY CONTROL
 FE0507
 FE0507  NGVD 29 (??/??/??)  125.413  (m)          411.46   (f) ADJUSTED    1 2
 FE0507
 FE0507.Superseded values are not recommended for survey control.
 FE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0507.See file dsdata.txt to determine how the superseded data were derived.
 FE0507
 FE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE536189(NAD 83)
 FE0507_MARKER: DB = BENCH MARK DISK
 FE0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0507_SP_SET: CONCRETE BASE
 FE0507_STAMPING: A 159 1944
 FE0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0507
 FE0507  HISTORY     - Date     Condition        Report By
 FE0507  HISTORY     - 1944     MONUMENTED       CGS
 FE0507  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0507  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0507
 FE0507                          STATION DESCRIPTION
 FE0507
 FE0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0507'2.8 MI SE FROM HENDERSON.
 FE0507'2.8 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 FE0507'THE STATION AT HENDERSON, CHESTER COUNTY, 78 FEET SOUTHEAST OF
 FE0507'MILEPOST 366, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN
 FE0507'THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE OF AN ABANDONED
 FE0507'BLOCK SIGNAL, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 FE0507'STAMPED A 159 1944.  NOTE-- ABANDON CONCRETE BLOCK SIGNAL HAS
 FE0507'BEEN PUSHED OVER.  TOP OF BLOCK BURIED IN EARTH, UNABLE TO VARIFY
 FE0507'CAP.
 FE0507
 FE0507                          STATION RECOVERY (1972)
 FE0507
 FE0507'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0498 ***********************************************************************
 FC0498  DESIGNATION -  A 16
 FC0498  PID         -  FC0498
 FC0498  STATE/COUNTY-  TN/MCMINN
 FC0498  USGS QUAD   -  ETOWAH (1975)
 FC0498
 FC0498                         *CURRENT SURVEY CONTROL
 FC0498  ___________________________________________________________________
 FC0498* NAD 83(1986)-  35 18 00.     (N)    084 32 10.     (W)     SCALED    
 FC0498* NAVD 88     -       242.660  (meters)     796.13   (feet)  ADJUSTED  
 FC0498  ___________________________________________________________________
 FC0498  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0498  DYNAMIC HT  -         242.425 (meters)     795.36  (feet)  COMP
 FC0498  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 FC0498
 FC0498  VERT ORDER  -  SECOND    CLASS 0
 FC0498
 FC0498.The horizontal coordinates were scaled from a topographic map and have
 FC0498.an estimated accuracy of +/- 6 seconds.
 FC0498
 FC0498.The orthometric height was determined by differential leveling
 FC0498.and adjusted by the National Geodetic Survey in June 1991..
 FC0498
 FC0498.The geoid height was determined by GEOID03.
 FC0498
 FC0498.The dynamic height is computed by dividing the NAVD 88
 FC0498.geopotential number by the normal gravity value computed on the
 FC0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0498.degrees latitude (g = 980.6199 gals.).
 FC0498
 FC0498.The modeled gravity was interpolated from observed gravity values.
 FC0498
 FC0498;                    North         East    Units  Estimated Accuracy
 FC0498;SPC TN       -   108,250.      733,140.      MT  (+/- 180 meters Scaled)
 FC0498
 FC0498                          SUPERSEDED SURVEY CONTROL
 FC0498
 FC0498  NGVD 29 (??/??/92)  242.736  (m)          796.38   (f) ADJ UNCH    2 0
 FC0498
 FC0498.Superseded values are not recommended for survey control.
 FC0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0498.See file dsdata.txt to determine how the superseded data were derived.
 FC0498
 FC0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE240090(NAD 83)
 FC0498_MARKER: DB = BENCH MARK DISK
 FC0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0498_STAMPING: A 16 1933
 FC0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0498+STABILITY: SURFACE MOTION
 FC0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0498+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 FC0498
 FC0498  HISTORY     - Date     Condition        Report By
 FC0498  HISTORY     - 1933     MONUMENTED       CGS
 FC0498  HISTORY     - 1949     GOOD             NGS
 FC0498  HISTORY     - 20040713 GOOD             TVA
 FC0498
 FC0498                          STATION DESCRIPTION
 FC0498
 FC0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0498'1.7 MI S FROM ETOWAH.
 FC0498'1.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0498'ETOWAH, MC MINN COUNTY, 420 FEET SOUTH OF MILEPOST L 336,
 FC0498'BETWEEN THE OLD AND NEW TRACKS, 124 FEET EAST OF THE CENTERLINE
 FC0498'OF A DIRT ROAD, 18.8 FEET WEST OF THE WEST RAIL OF THE OLD
 FC0498'TRACK, AND 14.5 FEET EAST OF THE EAST RAIL OF THE NEW TRACK.  A
 FC0498'STANDARD DISK, STAMPED A 16 1933 AND SET IN THE TOP OF A CONCRETE
 FC0498'POST.
 FC0498
 FC0498                          STATION RECOVERY (2004)
 FC0498
 FC0498'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 FC0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0717 ***********************************************************************
 FE0717  DESIGNATION -  A 160
 FE0717  PID         -  FE0717
 FE0717  STATE/COUNTY-  TN/MADISON
 FE0717  USGS QUAD   -  JACKSON NORTH (1983)
 FE0717
 FE0717                         *CURRENT SURVEY CONTROL
 FE0717  ___________________________________________________________________
 FE0717* NAD 83(1986)-  35 38 18.     (N)    088 47 44.     (W)     SCALED    
 FE0717* NAVD 88     -       145.299  (meters)     476.70   (feet)  ADJUSTED  
 FE0717  ___________________________________________________________________
 FE0717  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0717  DYNAMIC HT  -         145.169 (meters)     476.28  (feet)  COMP
 FE0717  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 FE0717
 FE0717  VERT ORDER  -  FIRST     CLASS II
 FE0717
 FE0717.The horizontal coordinates were scaled from a topographic map and have
 FE0717.an estimated accuracy of +/- 6 seconds.
 FE0717
 FE0717.The orthometric height was determined by differential leveling
 FE0717.and adjusted by the National Geodetic Survey in June 1991..
 FE0717
 FE0717.The geoid height was determined by GEOID03.
 FE0717
 FE0717.The dynamic height is computed by dividing the NAVD 88
 FE0717.geopotential number by the normal gravity value computed on the
 FE0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0717.degrees latitude (g = 980.6199 gals.).
 FE0717
 FE0717.The modeled gravity was interpolated from observed gravity values.
 FE0717
 FE0717;                    North         East    Units  Estimated Accuracy
 FE0717;SPC TN       -   148,400.      346,840.      MT  (+/- 180 meters Scaled)
 FE0717
 FE0717                          SUPERSEDED SURVEY CONTROL
 FE0717
 FE0717  NGVD 29 (??/??/??)  145.336  (m)          476.82   (f) ADJUSTED    1 2
 FE0717
 FE0717.Superseded values are not recommended for survey control.
 FE0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0717.See file dsdata.txt to determine how the superseded data were derived.
 FE0717
 FE0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE374453(NAD 83)
 FE0717_MARKER: DB = BENCH MARK DISK
 FE0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0717_SP_SET: CONCRETE BASE
 FE0717_STAMPING: A 160 1944
 FE0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0717
 FE0717  HISTORY     - Date     Condition        Report By
 FE0717  HISTORY     - 1944     MONUMENTED       CGS
 FE0717  HISTORY     - 1948     GOOD             CGS
 FE0717
 FE0717                          STATION DESCRIPTION
 FE0717
 FE0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0717'1.5 MI NE FROM JACKSON.
 FE0717'ABOUT 1.5 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0717'FROM THE UNION STATION AT JACKSON, ABOUT 0.3 MILE NORTH OF
 FE0717'MILE POST C 469, AT THE SOUTH END OF LAWRENCE SWITCH, SET IN THE
 FE0717'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF BLOCK
 FE0717'SIGNAL NO. 468.8, 8 FEET EAST OF THE EAST RAIL AND ABOUT LEVEL
 FE0717'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0677 ***********************************************************************
 FE0677  DESIGNATION -  A 161
 FE0677  PID         -  FE0677
 FE0677  STATE/COUNTY-  TN/GIBSON
 FE0677  USGS QUAD   -  MILAN (1983)
 FE0677
 FE0677                         *CURRENT SURVEY CONTROL
 FE0677  ___________________________________________________________________
 FE0677* NAD 83(1986)-  35 59 36.     (N)    088 47 32.     (W)     SCALED    
 FE0677* NAVD 88     -       109.572  (meters)     359.49   (feet)  ADJUSTED  
 FE0677  ___________________________________________________________________
 FE0677  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0677  DYNAMIC HT  -         109.479 (meters)     359.18  (feet)  COMP
 FE0677  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 FE0677
 FE0677  VERT ORDER  -  FIRST     CLASS II
 FE0677
 FE0677.The horizontal coordinates were scaled from a topographic map and have
 FE0677.an estimated accuracy of +/- 6 seconds.
 FE0677
 FE0677.The orthometric height was determined by differential leveling
 FE0677.and adjusted by the National Geodetic Survey in June 1991..
 FE0677
 FE0677.The geoid height was determined by GEOID03.
 FE0677
 FE0677.The dynamic height is computed by dividing the NAVD 88
 FE0677.geopotential number by the normal gravity value computed on the
 FE0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0677.degrees latitude (g = 980.6199 gals.).
 FE0677
 FE0677.The modeled gravity was interpolated from observed gravity values.
 FE0677
 FE0677;                    North         East    Units  Estimated Accuracy
 FE0677;SPC TN       -   187,770.      348,270.      MT  (+/- 180 meters Scaled)
 FE0677
 FE0677                          SUPERSEDED SURVEY CONTROL
 FE0677
 FE0677  NGVD 29 (??/??/??)  109.621  (m)          359.65   (f) ADJUSTED    1 2
 FE0677
 FE0677.Superseded values are not recommended for survey control.
 FE0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0677.See file dsdata.txt to determine how the superseded data were derived.
 FE0677
 FE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE384846(NAD 83)
 FE0677_MARKER: DB = BENCH MARK DISK
 FE0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0677_STAMPING: A 161 1944
 FE0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0677+STABILITY: SURFACE MOTION
 FE0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0677+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0677
 FE0677  HISTORY     - Date     Condition        Report By
 FE0677  HISTORY     - 1944     MONUMENTED       CGS
 FE0677  HISTORY     - 1948     GOOD             CGS
 FE0677  HISTORY     - 20020914 GOOD             USACE
 FE0677
 FE0677                          STATION DESCRIPTION
 FE0677
 FE0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0677'5.3 MI N FROM MILAN.
 FE0677'ABOUT 5.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0677'STATION AT MILAN, 166 FEET NORTH OF MILE POST C 443, SET IN THE
 FE0677'TOP OF THE SOUTHWEST CORNER OF THE ABANDONED CONCRETE FOUNDATION
 FE0677'OF A WATER CRANE, 35 YARDS NORTH OF A TRESTLE OVER RUTHERFORD FORK,
 FE0677'8.8 FEET WEST OF THE WEST RAIL, 120 FEET WEST AND ACROSS THE
 FE0677'TRACKS FROM U.S. HIGHWAY 45E, AND ABOUT 1 FOOT ABOVE THE TRACK.
 FE0677
 FE0677                          STATION RECOVERY (2002)
 FE0677
 FE0677'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0333 ***********************************************************************
 GD0333  DESIGNATION -  A 162
 GD0333  PID         -  GD0333
 GD0333  STATE/COUNTY-  TN/WEAKLEY
 GD0333  USGS QUAD   -  MARTIN (1983)
 GD0333
 GD0333                         *CURRENT SURVEY CONTROL
 GD0333  ___________________________________________________________________
 GD0333* NAD 83(1986)-  36 18 32.     (N)    088 50 35.     (W)     SCALED    
 GD0333* NAVD 88     -       122.282  (meters)     401.19   (feet)  ADJUSTED  
 GD0333  ___________________________________________________________________
 GD0333  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0333  DYNAMIC HT  -         122.182 (meters)     400.86  (feet)  COMP
 GD0333  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 GD0333
 GD0333  VERT ORDER  -  FIRST     CLASS II
 GD0333
 GD0333.The horizontal coordinates were scaled from a topographic map and have
 GD0333.an estimated accuracy of +/- 6 seconds.
 GD0333
 GD0333.The orthometric height was determined by differential leveling
 GD0333.and adjusted by the National Geodetic Survey in June 1991..
 GD0333
 GD0333.The geoid height was determined by GEOID03.
 GD0333
 GD0333.The dynamic height is computed by dividing the NAVD 88
 GD0333.geopotential number by the normal gravity value computed on the
 GD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0333.degrees latitude (g = 980.6199 gals.).
 GD0333
 GD0333.The modeled gravity was interpolated from observed gravity values.
 GD0333
 GD0333;                    North         East    Units  Estimated Accuracy
 GD0333;SPC TN       -   222,900.      344,700.      MT  (+/- 180 meters Scaled)
 GD0333
 GD0333                          SUPERSEDED SURVEY CONTROL
 GD0333
 GD0333  NGVD 29 (??/??/??)  122.295  (m)          401.23   (f) ADJUSTED    1 2
 GD0333
 GD0333.Superseded values are not recommended for survey control.
 GD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0333.See file dsdata.txt to determine how the superseded data were derived.
 GD0333
 GD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF345197(NAD 83)
 GD0333_MARKER: DB = BENCH MARK DISK
 GD0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0333_STAMPING: A 162 1944
 GD0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0333+STABILITY: SURFACE MOTION
 GD0333
 GD0333  HISTORY     - Date     Condition        Report By
 GD0333  HISTORY     - 1944     MONUMENTED       CGS
 GD0333  HISTORY     - 1948     GOOD             CGS
 GD0333  HISTORY     - 1967     GOOD             CGS
 GD0333
 GD0333                          STATION DESCRIPTION
 GD0333
 GD0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0333'2.6 MI S FROM MARTIN.
 GD0333'ABOUT 2.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0333'THE STATION AT MARTIN, ABOUT 0.25 MILE SOUTH OF A T.V.A.
 GD0333'TRANSFORMER STATION, 200 YARDS SOUTH OF MILE POST C 420, 190
 GD0333'YARDS SOUTH OF A PUBLIC CROSSROAD, 23 YARDS SOUTH OF THE SOUTH
 GD0333'END OF A FILL, 28 FEET WEST OF THE WEST RAIL, 19 FEET EAST OF
 GD0333'THE R/W FENCE, 6 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH
 GD0333'THE POLES, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GD0333'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GD0333'PROJECTING 2 INCHES.  NOTE-- THIS MARK IS NOW 0.6 OF A FOOT E
 GD0333'OF A METAL WITNESS POST AND SIGN.
 GD0333
 GD0333                          STATION RECOVERY (1967)
 GD0333
 GD0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1840 ***********************************************************************
 GA1840  DESIGNATION -  A 163
 GA1840  PID         -  GA1840
 GA1840  STATE/COUNTY-  TN/HAWKINS
 GA1840  USGS QUAD   -  BULLS GAP (1976)
 GA1840
 GA1840                         *CURRENT SURVEY CONTROL
 GA1840  ___________________________________________________________________
 GA1840* NAD 83(1986)-  36 19 30.     (N)    083 00 47.     (W)     SCALED    
 GA1840* NAVD 88     -       355.018  (meters)    1164.75   (feet)  ADJUSTED  
 GA1840  ___________________________________________________________________
 GA1840  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1840  DYNAMIC HT  -         354.692 (meters)    1163.69  (feet)  COMP
 GA1840  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA1840
 GA1840  VERT ORDER  -  FIRST     CLASS I
 GA1840
 GA1840.The horizontal coordinates were scaled from a topographic map and have
 GA1840.an estimated accuracy of +/- 6 seconds.
 GA1840
 GA1840.The orthometric height was determined by differential leveling
 GA1840.and adjusted by the National Geodetic Survey in June 1991..
 GA1840
 GA1840.The geoid height was determined by GEOID03.
 GA1840
 GA1840.The dynamic height is computed by dividing the NAVD 88
 GA1840.geopotential number by the normal gravity value computed on the
 GA1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1840.degrees latitude (g = 980.6199 gals.).
 GA1840
 GA1840.The modeled gravity was interpolated from observed gravity values.
 GA1840
 GA1840;                    North         East    Units  Estimated Accuracy
 GA1840;SPC TN       -   225,070.      868,160.      MT  (+/- 180 meters Scaled)
 GA1840
 GA1840                          SUPERSEDED SURVEY CONTROL
 GA1840
 GA1840  NGVD 29 (??/??/92)  355.173  (m)         1165.26   (f) ADJ UNCH    1 1
 GA1840
 GA1840.Superseded values are not recommended for survey control.
 GA1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1840.See file dsdata.txt to determine how the superseded data were derived.
 GA1840
 GA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA193218(NAD 83)
 GA1840_MARKER: DB = BENCH MARK DISK
 GA1840_SETTING: 66 = SET IN ROCK OUTCROP
 GA1840_SP_SET: ROCK LEDGE
 GA1840_STAMPING: A 163 1967
 GA1840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1840+STABILITY: POSITION/ELEVATION WELL
 GA1840
 GA1840  HISTORY     - Date     Condition        Report By
 GA1840  HISTORY     - 1967     MONUMENTED       CGS
 GA1840
 GA1840                          STATION DESCRIPTION
 GA1840
 GA1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1840'6.8 MI NE FROM BULLS GAP.
 GA1840'ABOUT 6.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1840'RAILROAD FROM THE STATION AT BULLS GAP, 0.15 MILE SOUTHWEST OF
 GA1840'THE CROSSING OF THE RAILROAD AND FORK BRANCH ROAD NORTH, 48 1/2
 GA1840'FEET EAST AND ACROSS THE TRACK FROM MILEPOST 80, SET IN THE TOP
 GA1840'OF A LEDGE AT THE FOOT OF A SLANTING ROCK OUTCROP, 6 1/2 FEET
 GA1840'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND ABOUT 1 1/2
 GA1840'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1766 ***********************************************************************
 GA1766  DESIGNATION -  A 164
 GA1766  PID         -  GA1766
 GA1766  STATE/COUNTY-  TN/JEFFERSON
 GA1766  USGS QUAD   -  WHITE PINE (1961)
 GA1766
 GA1766                         *CURRENT SURVEY CONTROL
 GA1766  ___________________________________________________________________
 GA1766* NAD 83(1986)-  36 05 57.     (N)    083 16 01.     (W)     SCALED    
 GA1766* NAVD 88     -       318.154  (meters)    1043.81   (feet)  ADJUSTED  
 GA1766  ___________________________________________________________________
 GA1766  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1766  DYNAMIC HT  -         317.857 (meters)    1042.84  (feet)  COMP
 GA1766  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA1766
 GA1766  VERT ORDER  -  FIRST     CLASS I
 GA1766
 GA1766.The horizontal coordinates were scaled from a topographic map and have
 GA1766.an estimated accuracy of +/- 6 seconds.
 GA1766
 GA1766.The orthometric height was determined by differential leveling
 GA1766.and adjusted by the National Geodetic Survey in June 1991..
 GA1766
 GA1766.The geoid height was determined by GEOID03.
 GA1766
 GA1766.The dynamic height is computed by dividing the NAVD 88
 GA1766.geopotential number by the normal gravity value computed on the
 GA1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1766.degrees latitude (g = 980.6199 gals.).
 GA1766
 GA1766.The modeled gravity was interpolated from observed gravity values.
 GA1766
 GA1766;                    North         East    Units  Estimated Accuracy
 GA1766;SPC TN       -   199,360.      846,070.      MT  (+/- 180 meters Scaled)
 GA1766
 GA1766                          SUPERSEDED SURVEY CONTROL
 GA1766
 GA1766  NGVD 29 (??/??/92)  318.295  (m)         1044.27   (f) ADJ UNCH    1 1
 GA1766
 GA1766.Superseded values are not recommended for survey control.
 GA1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1766.See file dsdata.txt to determine how the superseded data were derived.
 GA1766
 GA1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV959973(NAD 83)
 GA1766_MARKER: DB = BENCH MARK DISK
 GA1766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1766_SP_SET: SETTLING TANK
 GA1766_STAMPING: A 164 1967
 GA1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1766
 GA1766  HISTORY     - Date     Condition        Report By
 GA1766  HISTORY     - 1967     MONUMENTED       CGS
 GA1766
 GA1766                          STATION DESCRIPTION
 GA1766
 GA1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1766'1.4 MI SE FROM WHITE PINE.
 GA1766'ABOUT 1.45 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1766'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 0.45 MILE SOUTHEAST
 GA1766'OF MILEPOST 218, AT THE WHITE PINE SEWAGE TREATMENT PLANT, 140
 GA1766'FEET EAST OF THE EAST RAIL OF THE TRACK, SET IN THE CENTER OF THE
 GA1766'TOP OF THE WEST SIDE OF A 12 INCH THICK CIRCULAR CONCRETE WALL
 GA1766'WHICH FORMS A CONCRETE SETTLING TANK THAT IS 75 FEET IN DIAMETER,
 GA1766'55 1/2 FEET NORTH OF THE NORTHWEST CORNER OF THE CONTROL BUILDING,
 GA1766'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT 8 1/2 FEET
 GA1766'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1202 ***********************************************************************
 FB1202  DESIGNATION -  A 165
 FB1202  PID         -  FB1202
 FB1202  STATE/COUNTY-  TN/COCKE
 FB1202  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1202
 FB1202                         *CURRENT SURVEY CONTROL
 FB1202  ___________________________________________________________________
 FB1202* NAD 83(1986)-  35 55 27.     (N)    083 00 49.     (W)     SCALED    
 FB1202* NAVD 88     -       349.160  (meters)    1145.54   (feet)  ADJUSTED  
 FB1202  ___________________________________________________________________
 FB1202  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FB1202  DYNAMIC HT  -         348.823 (meters)    1144.43  (feet)  COMP
 FB1202  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 FB1202
 FB1202  VERT ORDER  -  FIRST     CLASS I
 FB1202
 FB1202.The horizontal coordinates were scaled from a topographic map and have
 FB1202.an estimated accuracy of +/- 6 seconds.
 FB1202
 FB1202.The orthometric height was determined by differential leveling
 FB1202.and adjusted by the National Geodetic Survey in June 1991..
 FB1202
 FB1202.The geoid height was determined by GEOID03.
 FB1202
 FB1202.The dynamic height is computed by dividing the NAVD 88
 FB1202.geopotential number by the normal gravity value computed on the
 FB1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1202.degrees latitude (g = 980.6199 gals.).
 FB1202
 FB1202.The modeled gravity was interpolated from observed gravity values.
 FB1202
 FB1202;                    North         East    Units  Estimated Accuracy
 FB1202;SPC TN       -   180,610.      869,470.      MT  (+/- 180 meters Scaled)
 FB1202
 FB1202                          SUPERSEDED SURVEY CONTROL
 FB1202
 FB1202  NGVD 29 (??/??/92)  349.306  (m)         1146.01   (f) ADJ UNCH    1 1
 FB1202
 FB1202.Superseded values are not recommended for survey control.
 FB1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1202.See file dsdata.txt to determine how the superseded data were derived.
 FB1202
 FB1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV183774(NAD 83)
 FB1202_MARKER: DB = BENCH MARK DISK
 FB1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1202_SP_SET: OVERPASS
 FB1202_STAMPING: A 165 1967
 FB1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1202
 FB1202  HISTORY     - Date     Condition        Report By
 FB1202  HISTORY     - 1967     MONUMENTED       CGS
 FB1202
 FB1202                          STATION DESCRIPTION
 FB1202
 FB1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1202'0.8 MI E FROM DEL RIO.
 FB1202'ABOUT 0.8 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1202'FROM THE STATION AT DEL RIO, 0.4 MILE WEST OF MILEPOST 194,
 FB1202'6 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, SET IN
 FB1202'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 FB1202'OF A RAILROAD OVERPASS FOR A PRIVATE ROAD, AND ABOUT LEVEL WITH
 FB1202'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0200 ***********************************************************************
 GD0200  DESIGNATION -  A 166
 GD0200  PID         -  GD0200
 GD0200  STATE/COUNTY-  TN/HENRY
 GD0200  USGS QUAD   -  PARIS LANDING (1981)
 GD0200
 GD0200                         *CURRENT SURVEY CONTROL
 GD0200  ___________________________________________________________________
 GD0200* NAD 83(1986)-  36 27 19.     (N)    088 06 09.     (W)     SCALED    
 GD0200* NAVD 88     -       170.016  (meters)     557.79   (feet)  ADJUSTED  
 GD0200  ___________________________________________________________________
 GD0200  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0200  DYNAMIC HT  -         169.876 (meters)     557.33  (feet)  COMP
 GD0200  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GD0200
 GD0200  VERT ORDER  -  FIRST     CLASS II
 GD0200
 GD0200.The horizontal coordinates were scaled from a topographic map and have
 GD0200.an estimated accuracy of +/- 6 seconds.
 GD0200
 GD0200.The orthometric height was determined by differential leveling
 GD0200.and adjusted by the National Geodetic Survey in June 1991..
 GD0200
 GD0200.The geoid height was determined by GEOID03.
 GD0200
 GD0200.The dynamic height is computed by dividing the NAVD 88
 GD0200.geopotential number by the normal gravity value computed on the
 GD0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0200.degrees latitude (g = 980.6199 gals.).
 GD0200
 GD0200.The modeled gravity was interpolated from observed gravity values.
 GD0200
 GD0200;                    North         East    Units  Estimated Accuracy
 GD0200;SPC TN       -   237,460.      411,540.      MT  (+/- 180 meters Scaled)
 GD0200
 GD0200                          SUPERSEDED SURVEY CONTROL
 GD0200
 GD0200  NGVD 29 (??/??/??)  170.060  (m)          557.94   (f) ADJUSTED    1 2
 GD0200
 GD0200.Superseded values are not recommended for survey control.
 GD0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0200.See file dsdata.txt to determine how the superseded data were derived.
 GD0200
 GD0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF012350(NAD 83)
 GD0200_MARKER: DB = BENCH MARK DISK
 GD0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0200_STAMPING: A 166 1947
 GD0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0200+STABILITY: SURFACE MOTION
 GD0200
 GD0200  HISTORY     - Date     Condition        Report By
 GD0200  HISTORY     - 1947     MONUMENTED       CGS
 GD0200  HISTORY     - 1971     GOOD             NGS
 GD0200
 GD0200                          STATION DESCRIPTION
 GD0200
 GD0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0200'18.6 MI NE FROM PARIS.
 GD0200'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0200'COURTHOUSE AT PARIS, THENCE ABOUT 1.6 MILES NORTH ALONG STATE
 GD0200'HIGHWAY 119, ABOUT 0.5 MILE SOUTH OF THE NEW LIBERTY CHURCH OF
 GD0200'CHRIST, ABOUT 0.3 MILE SOUTH OF THE INTERSECTION OF AN
 GD0200'EAST-AND-WEST GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD
 GD0200'LEADING NORTHEAST TO LAKEVIEW LODGE, ABOUT 290 FEET SOUTH ACROSS
 GD0200'THE HIGHWAY FROM LOG CABIN FARMHOUSE 4955, 71 FEET SOUTHWEST OF
 GD0200'THE CENTER LINE OF THE HIGHWAY, ON THE PROLONGATION OF THE
 GD0200'CENTER LINE OF THE ROAD LEADING NORTHEAST, 24 FEET NORTH OF A
 GD0200'12-INCH BLAZED OAK TREE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY,
 GD0200'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GD0200
 GD0200                          STATION RECOVERY (1971)
 GD0200
 GD0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1646 ***********************************************************************
 GC1646  DESIGNATION -  A 167
 GC1646  PID         -  GC1646
 GC1646  STATE/COUNTY-  TN/HOUSTON
 GC1646  USGS QUAD   -  MC KINNON (1973)
 GC1646
 GC1646                         *CURRENT SURVEY CONTROL
 GC1646  ___________________________________________________________________
 GC1646* NAD 83(1986)-  36 18 06.     (N)    087 57 00.     (W)     SCALED    
 GC1646* NAVD 88     -       118.076  (meters)     387.39   (feet)  ADJUSTED  
 GC1646  ___________________________________________________________________
 GC1646  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1646  DYNAMIC HT  -         117.979 (meters)     387.07  (feet)  COMP
 GC1646  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GC1646
 GC1646  VERT ORDER  -  FIRST     CLASS II
 GC1646
 GC1646.The horizontal coordinates were scaled from a topographic map and have
 GC1646.an estimated accuracy of +/- 6 seconds.
 GC1646
 GC1646.The orthometric height was determined by differential leveling
 GC1646.and adjusted by the National Geodetic Survey in June 1991..
 GC1646
 GC1646.The geoid height was determined by GEOID03.
 GC1646
 GC1646.The dynamic height is computed by dividing the NAVD 88
 GC1646.geopotential number by the normal gravity value computed on the
 GC1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1646.degrees latitude (g = 980.6199 gals.).
 GC1646
 GC1646.The modeled gravity was interpolated from observed gravity values.
 GC1646
 GC1646;                    North         East    Units  Estimated Accuracy
 GC1646;SPC TN       -   220,130.      424,870.      MT  (+/- 180 meters Scaled)
 GC1646
 GC1646                          SUPERSEDED SURVEY CONTROL
 GC1646
 GC1646  NGVD 29 (??/??/92)  118.112  (m)          387.51   (f) ADJ UNCH    1 2
 GC1646
 GC1646.Superseded values are not recommended for survey control.
 GC1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1646.See file dsdata.txt to determine how the superseded data were derived.
 GC1646
 GC1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF147178(NAD 83)
 GC1646_MARKER: DB = BENCH MARK DISK
 GC1646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1646_SP_SET: BRIDGE
 GC1646_STAMPING: A 167 1947
 GC1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1646
 GC1646  HISTORY     - Date     Condition        Report By
 GC1646  HISTORY     - 1947     MONUMENTED       CGS
 GC1646  HISTORY     - 1972     GOOD             TVA
 GC1646  HISTORY     - 1987     POOR             USPSQD
 GC1646
 GC1646                          STATION DESCRIPTION
 GC1646
 GC1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1646'0.7 MI W FROM DANVILLE.
 GC1646'0.7 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC1646'THE STATION AT DANVILLE, 18 FEET WEST OF MILEPOST 50, AT THE
 GC1646'RAILROAD BRIDGE OVER TENNESSEE RIVER, IN THE TOP OF THE NORTH
 GC1646'END OF THE EAST CONCRETE ABUTMENT, 7 FEET NORTH OF THE
 GC1646'NORTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 GC1646
 GC1646                          STATION RECOVERY (1972)
 GC1646
 GC1646'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1646'RECOVERED IN GOOD CONDITION.
 GC1646
 GC1646                          STATION RECOVERY (1987)
 GC1646
 GC1646'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1646'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1569 ***********************************************************************
 GC1569  DESIGNATION -  A 168
 GC1569  PID         -  GC1569
 GC1569  STATE/COUNTY-  TN/HUMPHREYS
 GC1569  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1569
 GC1569                         *CURRENT SURVEY CONTROL
 GC1569  ___________________________________________________________________
 GC1569* NAD 83(1986)-  36 03 30.     (N)    087 53 54.     (W)     SCALED    
 GC1569* NAVD 88     -       128.924  (meters)     422.98   (feet)  ADJUSTED  
 GC1569  ___________________________________________________________________
 GC1569  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GC1569  DYNAMIC HT  -         128.814 (meters)     422.62  (feet)  COMP
 GC1569  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC1569
 GC1569  VERT ORDER  -  FIRST     CLASS II
 GC1569
 GC1569.The horizontal coordinates were scaled from a topographic map and have
 GC1569.an estimated accuracy of +/- 6 seconds.
 GC1569
 GC1569.The orthometric height was determined by differential leveling
 GC1569.and adjusted by the National Geodetic Survey in June 1991..
 GC1569.WARNING-Repeat measurements at this control monument indicate possible
 GC1569.vertical movement.
 GC1569
 GC1569.The geoid height was determined by GEOID03.
 GC1569
 GC1569.The dynamic height is computed by dividing the NAVD 88
 GC1569.geopotential number by the normal gravity value computed on the
 GC1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1569.degrees latitude (g = 980.6199 gals.).
 GC1569
 GC1569.The modeled gravity was interpolated from observed gravity values.
 GC1569
 GC1569;                    North         East    Units  Estimated Accuracy
 GC1569;SPC TN       -   193,050.      428,980.      MT  (+/- 180 meters Scaled)
 GC1569
 GC1569                          SUPERSEDED SURVEY CONTROL
 GC1569
 GC1569  NGVD 29 (??/??/92)  128.940  (m)          423.03   (f) ADJ UNCH    1 2
 GC1569
 GC1569.Superseded values are not recommended for survey control.
 GC1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1569.See file dsdata.txt to determine how the superseded data were derived.
 GC1569
 GC1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE190907(NAD 83)
 GC1569_MARKER: DB = BENCH MARK DISK
 GC1569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1569_SP_SET: CULVERT
 GC1569_STAMPING: A 168 1947
 GC1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1569
 GC1569  HISTORY     - Date     Condition        Report By
 GC1569  HISTORY     - 1947     MONUMENTED       CGS
 GC1569  HISTORY     - 1972     GOOD             NGS
 GC1569
 GC1569                          STATION DESCRIPTION
 GC1569
 GC1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1569'6.6 MI W FROM WAVERLY.
 GC1569'6.6 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1569'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 1-1/4 POLES SOUTHWEST
 GC1569'OF POLE 73/5, ABOUT 1.5 MILES NORTHEAST OF THE ROAD CROSSING AT
 GC1569'DENVER, AT CULVERT 73.2, IN THE TOP OF THE SOUTHWEST END OF THE
 GC1569'NORTHWEST CONCRETE HEAD WALL, 15 FEET NORTHWEST OF THE NORTHWEST
 GC1569'RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
 GC1569
 GC1569                          STATION RECOVERY (1972)
 GC1569
 GC1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GC1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0090 ***********************************************************************
 FE0090  DESIGNATION -  A 169
 FE0090  PID         -  FE0090
 FE0090  STATE/COUNTY-  TN/DECATUR
 FE0090  USGS QUAD   -  SUGAR TREE (1986)
 FE0090
 FE0090                         *CURRENT SURVEY CONTROL
 FE0090  ___________________________________________________________________
 FE0090* NAD 83(1986)-  35 49 06.     (N)    088 01 44.     (W)     SCALED    
 FE0090* NAVD 88     -       143.734  (meters)     471.57   (feet)  ADJUSTED  
 FE0090  ___________________________________________________________________
 FE0090  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0090  DYNAMIC HT  -         143.610 (meters)     471.16  (feet)  COMP
 FE0090  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FE0090
 FE0090  VERT ORDER  -  FIRST     CLASS II
 FE0090
 FE0090.The horizontal coordinates were scaled from a topographic map and have
 FE0090.an estimated accuracy of +/- 6 seconds.
 FE0090
 FE0090.The orthometric height was determined by differential leveling
 FE0090.and adjusted by the National Geodetic Survey in June 1991..
 FE0090
 FE0090.The geoid height was determined by GEOID03.
 FE0090
 FE0090.The dynamic height is computed by dividing the NAVD 88
 FE0090.geopotential number by the normal gravity value computed on the
 FE0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0090.degrees latitude (g = 980.6199 gals.).
 FE0090
 FE0090.The modeled gravity was interpolated from observed gravity values.
 FE0090
 FE0090;                    North         East    Units  Estimated Accuracy
 FE0090;SPC TN       -   166,660.      416,670.      MT  (+/- 180 meters Scaled)
 FE0090
 FE0090                          SUPERSEDED SURVEY CONTROL
 FE0090
 FE0090  NGVD 29 (??/??/??)  143.754  (m)          471.63   (f) ADJUSTED    1 2
 FE0090
 FE0090.Superseded values are not recommended for survey control.
 FE0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0090.See file dsdata.txt to determine how the superseded data were derived.
 FE0090
 FE0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE070642(NAD 83)
 FE0090_MARKER: DB = BENCH MARK DISK
 FE0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0090_STAMPING: A 169 1947
 FE0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0090+STABILITY: SURFACE MOTION
 FE0090
 FE0090  HISTORY     - Date     Condition        Report By
 FE0090  HISTORY     - 1947     MONUMENTED       CGS
 FE0090  HISTORY     - 1972     GOOD             TVA
 FE0090
 FE0090                          STATION DESCRIPTION
 FE0090
 FE0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0090'16.2 MI NE FROM PARSONS.
 FE0090'ABOUT 15.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0090'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, THENCE
 FE0090'ABOUT 0.3 MILE EAST AND 0.65 MILE SOUTH ALONG HOG CREEK ROAD,
 FE0090'ABOUT 1.05 MILE SOUTHEAST OF THE POST OFFICE AT SUGAR TREE,
 FE0090'ABOUT 0.35 MILE SOUTHEAST OF A SMALL IMITATION BRICK FARMHOUSE
 FE0090'SOUTHWEST OF THE ROAD, ABOUT 0.15 MILE NORTHWEST OF SMALL LOG
 FE0090'FARMHOUSE, AT A CURVE WITH TANGENTS LEADING NORTHWEST AND EAST,
 FE0090'AT THE JUNCTION OF A VERY DIM WOODS ROAD LEADING SOUTHWEST,
 FE0090'49 FEET SOUTHWEST OF THE CENTER LINE OF HOG CREEK ROAD, 10 FEET
 FE0090'NORTHWEST OF THE CENTER LINE OF THE WOODS ROAD, 30 FEET NORTHWEST
 FE0090'OF AN 8-INCH BLAZED OAK TREE, 24 FEET EAST OF A 12-INCH BLAZED
 FE0090'OAK TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 FE0090'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 FE0090'PROJECTING ABOUT 6 INCHES.  NOTE-- 20.0 FT S 45 W FROM CENTERLINE
 FE0090'BLACK TOP ROAD TO HOG CREEK.  TVA POST AND SIGN SET AT MARKER.
 FE0090
 FE0090                          STATION RECOVERY (1972)
 FE0090
 FE0090'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0494 ***********************************************************************
 FF0494  DESIGNATION -  A 17
 FF0494  PID         -  FF0494
 FF0494  STATE/COUNTY-  TN/SHELBY
 FF0494  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0494
 FF0494                         *CURRENT SURVEY CONTROL
 FF0494  ___________________________________________________________________
 FF0494* NAD 83(1986)-  35 07 35.     (N)    090 02 35.     (W)     SCALED    
 FF0494* NAVD 88     -        86.982  (meters)     285.37   (feet)  ADJUSTED  
 FF0494  ___________________________________________________________________
 FF0494  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0494  DYNAMIC HT  -          86.903 (meters)     285.11  (feet)  COMP
 FF0494  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 FF0494
 FF0494  VERT ORDER  -  FIRST     CLASS II
 FF0494
 FF0494.The horizontal coordinates were scaled from a topographic map and have
 FF0494.an estimated accuracy of +/- 6 seconds.
 FF0494
 FF0494.The orthometric height was determined by differential leveling
 FF0494.and adjusted by the National Geodetic Survey in June 1991..
 FF0494.WARNING-Repeat measurements at this control monument indicate possible
 FF0494.vertical movement.
 FF0494
 FF0494.The geoid height was determined by GEOID03.
 FF0494
 FF0494.The dynamic height is computed by dividing the NAVD 88
 FF0494.geopotential number by the normal gravity value computed on the
 FF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0494.degrees latitude (g = 980.6199 gals.).
 FF0494
 FF0494.The modeled gravity was interpolated from observed gravity values.
 FF0494
 FF0494;                    North         East    Units  Estimated Accuracy
 FF0494;SPC TN       -    95,600.      231,580.      MT  (+/- 180 meters Scaled)
 FF0494
 FF0494                          SUPERSEDED SURVEY CONTROL
 FF0494
 FF0494  NGVD 29 (??/??/??)   86.942  (m)          285.24   (f) ADJUSTED    1 2
 FF0494
 FF0494.Superseded values are not recommended for survey control.
 FF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0494.See file dsdata.txt to determine how the superseded data were derived.
 FF0494
 FF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU694910(NAD 83)
 FF0494_MARKER: DB = BENCH MARK DISK
 FF0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0494_SP_SET: BRIDGE
 FF0494_STAMPING: A 17 1934
 FF0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0494
 FF0494  HISTORY     - Date     Condition        Report By
 FF0494  HISTORY     - 1934     MONUMENTED       CGS
 FF0494  HISTORY     - 1956     GOOD             CGS
 FF0494  HISTORY     - 19950702 MARK NOT FOUND   TN1620
 FF0494
 FF0494                          STATION DESCRIPTION
 FF0494
 FF0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0494'AT MEMPHIS.
 FF0494'AT MEMPHIS, ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY, ABOUT 120
 FF0494'FEET EAST OF NORTHEAST CORNER OF HAPPY FEED MILL NO. 1 (A BRICK
 FF0494'BUILDING), AT RAILROAD BRIDGE OVER MISSISSIPPI BOULEVARD AND NEAR
 FF0494'CHAPIN STREET, IN THE TOP OF SOUTHWEST CONCRETE WING WALL, AND
 FF0494'39 FEET SOUTH OF CENTER LINE OF THE SOUTH MAIN TRACK.
 FF0494
 FF0494                          STATION RECOVERY (1995)
 FF0494
 FF0494'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1251 ***********************************************************************
 FD1251  DESIGNATION -  A 170
 FD1251  PID         -  FD1251
 FD1251  STATE/COUNTY-  TN/PERRY
 FD1251  USGS QUAD   -  POPE (1973)
 FD1251
 FD1251                         *CURRENT SURVEY CONTROL
 FD1251  ___________________________________________________________________
 FD1251* NAD 83(1986)-  35 33 38.     (N)    087 57 50.     (W)     SCALED    
 FD1251* NAVD 88     -       117.415  (meters)     385.22   (feet)  ADJUSTED  
 FD1251  ___________________________________________________________________
 FD1251  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1251  DYNAMIC HT  -         117.309 (meters)     384.87  (feet)  COMP
 FD1251  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 FD1251
 FD1251  VERT ORDER  -  FIRST     CLASS II
 FD1251
 FD1251.The horizontal coordinates were scaled from a topographic map and have
 FD1251.an estimated accuracy of +/- 6 seconds.
 FD1251
 FD1251.The orthometric height was determined by differential leveling
 FD1251.and adjusted by the National Geodetic Survey in June 1991..
 FD1251
 FD1251.The geoid height was determined by GEOID03.
 FD1251
 FD1251.The dynamic height is computed by dividing the NAVD 88
 FD1251.geopotential number by the normal gravity value computed on the
 FD1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1251.degrees latitude (g = 980.6199 gals.).
 FD1251
 FD1251.The modeled gravity was interpolated from observed gravity values.
 FD1251
 FD1251;                    North         East    Units  Estimated Accuracy
 FD1251;SPC TN       -   137,950.      421,970.      MT  (+/- 180 meters Scaled)
 FD1251
 FD1251                          SUPERSEDED SURVEY CONTROL
 FD1251
 FD1251  NGVD 29 (??/??/92)  117.424  (m)          385.25   (f) ADJ UNCH    1 2
 FD1251
 FD1251.Superseded values are not recommended for survey control.
 FD1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1251.See file dsdata.txt to determine how the superseded data were derived.
 FD1251
 FD1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE126356(NAD 83)
 FD1251_MARKER: DD = SURVEY DISK
 FD1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1251_SP_SET: CULVERT
 FD1251_STAMPING: A 170 1947
 FD1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1251
 FD1251  HISTORY     - Date     Condition        Report By
 FD1251  HISTORY     - 1947     MONUMENTED       TVA
 FD1251  HISTORY     - 1947     GOOD             NGS
 FD1251
 FD1251                          STATION DESCRIPTION
 FD1251
 FD1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1251'7.8 MI SE FROM POPE.
 FD1251'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS
 FD1251'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1251'MILES EAST, THENCE ABOUT 3.25 MILES SOUTH ALONG A GRAVEL ROAD,
 FD1251'ABOUT 0.55 MILE SOUTH OF THE CULVERT OVER FURNACE BRANCH, ABOUT
 FD1251'0.1 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING WEST,
 FD1251'ABOUT 240 FEET NORTH OF AN IMITATION BRICK FARM HOUSE, SET IN
 FD1251'THE TOP OF THE CENTER OF THE EAST HEAD WALL OF A DOUBLE 24-FOOT
 FD1251'CONCRETE BOX CULVERT, 12 FEET EAST OF AND ABOUT LEVEL WITH THE
 FD1251'CENTER LINE OF THE ROAD.  MARK FOUND UN-STAMPED AND ASSIGNED
 FD1251'OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0210 ***********************************************************************
 FE0210  DESIGNATION -  A 171
 FE0210  PID         -  FE0210
 FE0210  STATE/COUNTY-  TN/HARDIN
 FE0210  USGS QUAD   -  HOOKERS BEND (1972)
 FE0210
 FE0210                         *CURRENT SURVEY CONTROL
 FE0210  ___________________________________________________________________
 FE0210* NAD 83(1986)-  35 20 46.     (N)    088 13 06.     (W)     SCALED    
 FE0210* NAVD 88     -       115.947  (meters)     380.40   (feet)  ADJUSTED  
 FE0210  ___________________________________________________________________
 FE0210  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0210  DYNAMIC HT  -         115.842 (meters)     380.06  (feet)  COMP
 FE0210  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FE0210
 FE0210  VERT ORDER  -  FIRST     CLASS II
 FE0210
 FE0210.The horizontal coordinates were scaled from a topographic map and have
 FE0210.an estimated accuracy of +/- 6 seconds.
 FE0210
 FE0210.The orthometric height was determined by differential leveling
 FE0210.and adjusted by the National Geodetic Survey in June 1991..
 FE0210
 FE0210.The geoid height was determined by GEOID03.
 FE0210
 FE0210.The dynamic height is computed by dividing the NAVD 88
 FE0210.geopotential number by the normal gravity value computed on the
 FE0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0210.degrees latitude (g = 980.6199 gals.).
 FE0210
 FE0210.The modeled gravity was interpolated from observed gravity values.
 FE0210
 FE0210;                    North         East    Units  Estimated Accuracy
 FE0210;SPC TN       -   114,650.      398,370.      MT  (+/- 180 meters Scaled)
 FE0210
 FE0210                          SUPERSEDED SURVEY CONTROL
 FE0210
 FE0210  NGVD 29 (??/??/??)  115.957  (m)          380.44   (f) ADJUSTED    1 2
 FE0210
 FE0210.Superseded values are not recommended for survey control.
 FE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0210.See file dsdata.txt to determine how the superseded data were derived.
 FE0210
 FE0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE892121(NAD 83)
 FE0210_MARKER: DD = SURVEY DISK
 FE0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0210_SP_SET: BRIDGE
 FE0210_STAMPING: A 171 1947
 FE0210_MARK LOGO: TVA   
 FE0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0210
 FE0210  HISTORY     - Date     Condition        Report By
 FE0210  HISTORY     - 1947     MONUMENTED       TVA
 FE0210  HISTORY     - 1947     GOOD             CGS
 FE0210  HISTORY     - 1971     GOOD             TVA
 FE0210
 FE0210                          STATION DESCRIPTION
 FE0210
 FE0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0210'3.4 MI S FROM SALTILLO.
 FE0210'3.35 MILES SOUTH ALONG A GRAVEL ROAD TO PROSPECT FROM THE POST
 FE0210'OFFICE AT SALTILLO, AT THE SOUTHEAST END OF THE 210-FOOT CONCRETE
 FE0210'BRIDGE OVER WHITE OAK CREEK, SET IN THE TOP OF THE CONCRETE
 FE0210'BASE OF THE SOUTHWEST CONCRETE RAILING, 10 FEET SOUTHWEST OF THE
 FE0210'CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST OF THE SOUTHEAST END
 FE0210'OF THE RAILING AND ABOUT 0.5 FOOT ABOVE THE ROAD.
 FE0210
 FE0210                          STATION RECOVERY (1971)
 FE0210
 FE0210'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0465 ***********************************************************************
 GC0465  DESIGNATION -  A 172
 GC0465  PID         -  GC0465
 GC0465  STATE/COUNTY-  TN/DAVIDSON
 GC0465  USGS QUAD   -  OAK HILL (1968)
 GC0465
 GC0465                         *CURRENT SURVEY CONTROL
 GC0465  ___________________________________________________________________
 GC0465* NAD 83(1986)-  36 05 54.     (N)    086 52 24.     (W)     SCALED    
 GC0465* NAVD 88     -       159.982  (meters)     524.87   (feet)  ADJUSTED  
 GC0465  ___________________________________________________________________
 GC0465  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0465  DYNAMIC HT  -         159.843 (meters)     524.42  (feet)  COMP
 GC0465  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GC0465
 GC0465  VERT ORDER  -  FIRST     CLASS II
 GC0465
 GC0465.The horizontal coordinates were scaled from a topographic map and have
 GC0465.an estimated accuracy of +/- 6 seconds.
 GC0465
 GC0465.The orthometric height was determined by differential leveling
 GC0465.and adjusted by the National Geodetic Survey in June 1991..
 GC0465
 GC0465.The geoid height was determined by GEOID03.
 GC0465
 GC0465.The dynamic height is computed by dividing the NAVD 88
 GC0465.geopotential number by the normal gravity value computed on the
 GC0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0465.degrees latitude (g = 980.6199 gals.).
 GC0465
 GC0465.The modeled gravity was interpolated from observed gravity values.
 GC0465
 GC0465;                    North         East    Units  Estimated Accuracy
 GC0465;SPC TN       -   196,180.      521,360.      MT  (+/- 180 meters Scaled)
 GC0465
 GC0465                          SUPERSEDED SURVEY CONTROL
 GC0465
 GC0465  NGVD 29 (??/??/92)  160.001  (m)          524.94   (f) ADJ UNCH    1 2
 GC0465
 GC0465.Superseded values are not recommended for survey control.
 GC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0465.See file dsdata.txt to determine how the superseded data were derived.
 GC0465
 GC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114948(NAD 83)
 GC0465_MARKER: DB = BENCH MARK DISK
 GC0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0465_SP_SET: PIER
 GC0465_STAMPING: A 172 1948
 GC0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0465
 GC0465  HISTORY     - Date     Condition        Report By
 GC0465  HISTORY     - 1948     MONUMENTED       CGS
 GC0465  HISTORY     - 1949     GOOD             NGS
 GC0465
 GC0465                          STATION DESCRIPTION
 GC0465
 GC0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0465'7.2 MI W FROM NASHVILLE.
 GC0465'7.25 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0465'RAILWAY FROM THE UNION STATION AT NASHVILLE, BETWEEN POLES 7+10
 GC0465'AND 7+11, SET VERTICALLY IN THE NORTHWEST FACE AT THE SOUTHWEST END
 GC0465'OF THE 1ST PIER SOUTHEAST OF THE TRACKS OF U.S. HIGHWAY 70S OVER
 GC0465'THE TRACKS, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET
 GC0465'NORTHEAST OF THE SOUTHWEST END OF THE PIER FOUNDATION AND 3.8 FEET
 GC0465'ABOVE THE GROUND.
 GC0465
 GC0465                          STATION RECOVERY (1949)
 GC0465
 GC0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1541 ***********************************************************************
 GC1541  DESIGNATION -  A 173
 GC1541  PID         -  GC1541
 GC1541  STATE/COUNTY-  TN/HUMPHREYS
 GC1541  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1541
 GC1541                         *CURRENT SURVEY CONTROL
 GC1541  ___________________________________________________________________
 GC1541* NAD 83(1986)-  36 06 19.     (N)    087 34 54.     (W)     SCALED    
 GC1541* NAVD 88     -       205.983  (meters)     675.80   (feet)  ADJUSTED  
 GC1541  ___________________________________________________________________
 GC1541  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1541  DYNAMIC HT  -         205.803 (meters)     675.21  (feet)  COMP
 GC1541  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 GC1541
 GC1541  VERT ORDER  -  FIRST     CLASS II
 GC1541
 GC1541.The horizontal coordinates were scaled from a topographic map and have
 GC1541.an estimated accuracy of +/- 6 seconds.
 GC1541
 GC1541.The orthometric height was determined by differential leveling
 GC1541.and adjusted by the National Geodetic Survey in June 1991..
 GC1541
 GC1541.The geoid height was determined by GEOID03.
 GC1541
 GC1541.The dynamic height is computed by dividing the NAVD 88
 GC1541.geopotential number by the normal gravity value computed on the
 GC1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1541.degrees latitude (g = 980.6199 gals.).
 GC1541
 GC1541.The modeled gravity was interpolated from observed gravity values.
 GC1541
 GC1541;                    North         East    Units  Estimated Accuracy
 GC1541;SPC TN       -   197,750.      457,590.      MT  (+/- 180 meters Scaled)
 GC1541
 GC1541                          SUPERSEDED SURVEY CONTROL
 GC1541
 GC1541  NGVD 29 (??/??/92)  205.991  (m)          675.82   (f) ADJ UNCH    1 2
 GC1541
 GC1541.Superseded values are not recommended for survey control.
 GC1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1541.See file dsdata.txt to determine how the superseded data were derived.
 GC1541
 GC1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE476957(NAD 83)
 GC1541_MARKER: DB = BENCH MARK DISK
 GC1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1541_STAMPING: A 173 1948
 GC1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1541+STABILITY: SURFACE MOTION
 GC1541
 GC1541  HISTORY     - Date     Condition        Report By
 GC1541  HISTORY     - 1948     MONUMENTED       CGS
 GC1541  HISTORY     - 1972     GOOD             TVA
 GC1541
 GC1541                          STATION DESCRIPTION
 GC1541
 GC1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1541'3.2 MI E FROM MC EWEN.
 GC1541'3.15 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1541'RAILWAY FROM THE STATION AT MC EWEN, AT A GROUP OF SECTION HOUSES
 GC1541'KNOWN LOCALLY AS FIFTY-FOUR, 107 FEET NORTH OF THE NORTH RAIL OF
 GC1541'THE TRACK, 75 FEET NORTHEAST OF POLE 53+25, 56 FEET
 GC1541'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE 2ND SECTION HOUSE
 GC1541'FROM WEST END OF ROW OF HOUSES, 5 FEET SOUTHWEST OF AN OLD
 GC1541'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1541'8 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1541'PROJECTING 8 INCHES.  MARK IS ABOUT 4.0 MILES WEST ALONG THE
 GC1541'NEW ROUTE OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY FROM
 GC1541'THE STATION AT TENNESSEE CITY.  NOTE-- 76.6 FT NE OF POLE 53+25
 GC1541'(NEW POLE).  78.5 FT S 15 W FROM S.W. CORNER OF ASBESTOS SIDING
 GC1541'HOUSE, AND 69.0 FT S 70 W FROM PAINTED CROSS ON 36 IN RED OAK.
 GC1541'MONUMENT PROJECTS PLUS AND MINUS 6 IN.
 GC1541
 GC1541                          STATION RECOVERY (1972)
 GC1541
 GC1541'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0559 ***********************************************************************
 FE0559  DESIGNATION -  A 174
 FE0559  PID         -  FE0559
 FE0559  STATE/COUNTY-  TN/MCNAIRY
 FE0559  USGS QUAD   -  GUYS (1983)
 FE0559
 FE0559                         *CURRENT SURVEY CONTROL
 FE0559  ___________________________________________________________________
 FE0559* NAD 83(1986)-  35 01 50.     (N)    088 33 28.     (W)     SCALED    
 FE0559* NAVD 88     -       136.325  (meters)     447.26   (feet)  ADJUSTED  
 FE0559  ___________________________________________________________________
 FE0559  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE0559  DYNAMIC HT  -         136.196 (meters)     446.84  (feet)  COMP
 FE0559  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 FE0559
 FE0559  VERT ORDER  -  FIRST     CLASS II
 FE0559
 FE0559.The horizontal coordinates were scaled from a topographic map and have
 FE0559.an estimated accuracy of +/- 6 seconds.
 FE0559
 FE0559.The orthometric height was determined by differential leveling
 FE0559.and adjusted by the National Geodetic Survey in June 1991..
 FE0559
 FE0559.The geoid height was determined by GEOID03.
 FE0559
 FE0559.The dynamic height is computed by dividing the NAVD 88
 FE0559.geopotential number by the normal gravity value computed on the
 FE0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0559.degrees latitude (g = 980.6199 gals.).
 FE0559
 FE0559.The modeled gravity was interpolated from observed gravity values.
 FE0559
 FE0559;                    North         East    Units  Estimated Accuracy
 FE0559;SPC TN       -    80,410.      366,610.      MT  (+/- 180 meters Scaled)
 FE0559
 FE0559                          SUPERSEDED SURVEY CONTROL
 FE0559
 FE0559  NGVD 29 (??/??/??)  136.311  (m)          447.21   (f) ADJUSTED    1 2
 FE0559
 FE0559.Superseded values are not recommended for survey control.
 FE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0559.See file dsdata.txt to determine how the superseded data were derived.
 FE0559
 FE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD578775(NAD 83)
 FE0559_MARKER: DB = BENCH MARK DISK
 FE0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0559_STAMPING: A 174 1948
 FE0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0559+STABILITY: SURFACE MOTION
 FE0559
 FE0559  HISTORY     - Date     Condition        Report By
 FE0559  HISTORY     - 1948     MONUMENTED       CGS
 FE0559  HISTORY     - 1972     GOOD             TVA
 FE0559  HISTORY     - 20020409 MARK NOT FOUND   USACE
 FE0559
 FE0559                          STATION DESCRIPTION
 FE0559
 FE0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0559'AT GUYS.
 FE0559'AT GUYS, ALONG THE GULF, MOBILE AND OHIO RAILROAD, ABOUT 0.15
 FE0559'MILE NORTHWEST OF MILE POST 336, ABOUT 100 YARDS SOUTHEAST OF
 FE0559'A PUBLIC ROAD CROSSING, 121 FEET NORTHEAST OF THE NORTHEAST RAIL
 FE0559'OF THE MAIN TRACK, INSIDE A CURVE WITH TANGENTS LEADING NORTH
 FE0559'BETWEEN GIN BUILDINGS AND SOUTHEAST PARALLELING THE TRACKS, 20
 FE0559'FEET EAST OF THE NORTH TANGENT OF THE ROAD, 60.5 FEET NORTH TO
 FE0559'S-STEEL POST OF A SEED BIN, 49.5 FEET NORTH OF THE WEST CORNER
 FE0559'OF A SMALL HOUSE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FE0559'6 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0559'POST PROJECTING 3 INCHES.
 FE0559
 FE0559                          STATION RECOVERY (1972)
 FE0559
 FE0559'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0559'RECOVERED IN GOOD CONDITION.
 FE0559
 FE0559                          STATION RECOVERY (2002)
 FE0559
 FE0559'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0426 ***********************************************************************
 FE0426  DESIGNATION -  A 175
 FE0426  PID         -  FE0426
 FE0426  STATE/COUNTY-  TN/HARDIN
 FE0426  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0426
 FE0426                         *CURRENT SURVEY CONTROL
 FE0426  ___________________________________________________________________
 FE0426* NAD 83(1986)-  35 13 22.     (N)    088 20 56.     (W)     SCALED    
 FE0426* NAVD 88     -       139.038  (meters)     456.16   (feet)  ADJUSTED  
 FE0426  ___________________________________________________________________
 FE0426  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0426  DYNAMIC HT  -         138.912 (meters)     455.75  (feet)  COMP
 FE0426  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 FE0426
 FE0426  VERT ORDER  -  FIRST     CLASS II
 FE0426
 FE0426.The horizontal coordinates were scaled from a topographic map and have
 FE0426.an estimated accuracy of +/- 6 seconds.
 FE0426
 FE0426.The orthometric height was determined by differential leveling
 FE0426.and adjusted by the National Geodetic Survey in June 1991..
 FE0426
 FE0426.The geoid height was determined by GEOID03.
 FE0426
 FE0426.The dynamic height is computed by dividing the NAVD 88
 FE0426.geopotential number by the normal gravity value computed on the
 FE0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0426.degrees latitude (g = 980.6199 gals.).
 FE0426
 FE0426.The modeled gravity was interpolated from observed gravity values.
 FE0426
 FE0426;                    North         East    Units  Estimated Accuracy
 FE0426;SPC TN       -   101,250.      386,180.      MT  (+/- 180 meters Scaled)
 FE0426
 FE0426                          SUPERSEDED SURVEY CONTROL
 FE0426
 FE0426  NGVD 29 (??/??/??)  139.048  (m)          456.19   (f) ADJUSTED    1 2
 FE0426
 FE0426.Superseded values are not recommended for survey control.
 FE0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0426.See file dsdata.txt to determine how the superseded data were derived.
 FE0426
 FE0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD772985(NAD 83)
 FE0426_MARKER: DB = BENCH MARK DISK
 FE0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0426_STAMPING: A 175 1949
 FE0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0426+STABILITY: SURFACE MOTION
 FE0426
 FE0426  HISTORY     - Date     Condition        Report By
 FE0426  HISTORY     - 1949     MONUMENTED       CGS
 FE0426  HISTORY     - 1962     GOOD             TVA
 FE0426
 FE0426                          STATION DESCRIPTION
 FE0426
 FE0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0426'1.8 MI W FROM CRUMP.
 FE0426'1.75 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FE0426'CRUMP, ABOUT 1.5 MILES WEST OF THE JUNCTION OF STATE HIGHWAY
 FE0426'22 SOUTH AND THE CRUMP METHODIST CHURCH AND CEMETERY, AT THE
 FE0426'OUTSIDE OF A CURVE, 31 FEET SOUTH OF THE CENTER LINE OF THE
 FE0426'HIGHWAY, 45.5 FEET WEST OF POWER POLE NO. 396, 61 FEET EAST OF
 FE0426'THE NORTHEAST CORNER OF A CONCRETE TILE STORE BUILDING KNOWN
 FE0426'AS FRED AND DOTS GROCERY STORE, 2 FEET WEST OF A WHITE WOODEN
 FE0426'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FE0426'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK WAS
 FE0426'REPORTED IN GOOD CONDITION IN AUGUST 1949.  A STEEL POST WAS
 FE0426'SET 2 FEET SOUTH OF MARKER.
 FE0426
 FE0426                          STATION RECOVERY (1962)
 FE0426
 FE0426'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1074 ***********************************************************************
 FD1074  DESIGNATION -  A 176
 FD1074  PID         -  FD1074
 FD1074  STATE/COUNTY-  TN/PERRY
 FD1074  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1074
 FD1074                         *CURRENT SURVEY CONTROL
 FD1074  ___________________________________________________________________
 FD1074* NAD 83(1986)-  35 38 29.     (N)    087 49 29.     (W)     SCALED    
 FD1074* NAVD 88     -       144.516  (meters)     474.13   (feet)  ADJUSTED  
 FD1074  ___________________________________________________________________
 FD1074  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1074  DYNAMIC HT  -         144.386 (meters)     473.71  (feet)  COMP
 FD1074  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 FD1074
 FD1074  VERT ORDER  -  FIRST     CLASS II
 FD1074
 FD1074.The horizontal coordinates were scaled from a topographic map and have
 FD1074.an estimated accuracy of +/- 6 seconds.
 FD1074
 FD1074.The orthometric height was determined by differential leveling
 FD1074.and adjusted by the National Geodetic Survey in June 1991..
 FD1074
 FD1074.The geoid height was determined by GEOID03.
 FD1074
 FD1074.The dynamic height is computed by dividing the NAVD 88
 FD1074.geopotential number by the normal gravity value computed on the
 FD1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1074.degrees latitude (g = 980.6199 gals.).
 FD1074
 FD1074.The modeled gravity was interpolated from observed gravity values.
 FD1074
 FD1074;                    North         East    Units  Estimated Accuracy
 FD1074;SPC TN       -   146,670.      434,750.      MT  (+/- 180 meters Scaled)
 FD1074
 FD1074                          SUPERSEDED SURVEY CONTROL
 FD1074
 FD1074  NGVD 29 (??/??/92)  144.514  (m)          474.13   (f) ADJ UNCH    1 2
 FD1074
 FD1074.Superseded values are not recommended for survey control.
 FD1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1074.See file dsdata.txt to determine how the superseded data were derived.
 FD1074
 FD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE253444(NAD 83)
 FD1074_MARKER: DB = BENCH MARK DISK
 FD1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1074_SP_SET: CULVERT
 FD1074_STAMPING: A 176 1949
 FD1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1074
 FD1074  HISTORY     - Date     Condition        Report By
 FD1074  HISTORY     - 1949     MONUMENTED       CGS
 FD1074
 FD1074                          STATION DESCRIPTION
 FD1074
 FD1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1074'2 MI N FROM LINDEN.
 FD1074'ABOUT 2.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURT
 FD1074'HOUSE AT LINDEN, ABOUT 100 YARDS SOUTH OF A SHORT 12-FOOT ROCKY
 FD1074'CUT, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A
 FD1074'6-FOOT CONCRETE CULVERT, 29 FEET WEST OF THE CENTER LINE OF THE
 FD1074'HIGHWAY AND ABOUT 7 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1230 ***********************************************************************
 FD1230  DESIGNATION -  A 177
 FD1230  PID         -  FD1230
 FD1230  STATE/COUNTY-  TN/LEWIS
 FD1230  USGS QUAD   -  HOHENWALD (1991)
 FD1230
 FD1230                         *CURRENT SURVEY CONTROL
 FD1230  ___________________________________________________________________
 FD1230* NAD 83(1986)-  35 32 59.     (N)    087 33 09.     (W)     SCALED    
 FD1230* NAVD 88     -       297.413  (meters)     975.76   (feet)  ADJUSTED  
 FD1230  ___________________________________________________________________
 FD1230  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1230  DYNAMIC HT  -         297.137 (meters)     974.86  (feet)  COMP
 FD1230  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 FD1230
 FD1230  VERT ORDER  -  FIRST     CLASS II
 FD1230
 FD1230.The horizontal coordinates were scaled from a topographic map and have
 FD1230.an estimated accuracy of +/- 6 seconds.
 FD1230
 FD1230.The orthometric height was determined by differential leveling
 FD1230.and adjusted by the National Geodetic Survey in June 1991..
 FD1230
 FD1230.The geoid height was determined by GEOID03.
 FD1230
 FD1230.The dynamic height is computed by dividing the NAVD 88
 FD1230.geopotential number by the normal gravity value computed on the
 FD1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1230.degrees latitude (g = 980.6199 gals.).
 FD1230
 FD1230.The modeled gravity was interpolated from observed gravity values.
 FD1230
 FD1230;                    North         East    Units  Estimated Accuracy
 FD1230;SPC TN       -   136,070.      459,240.      MT  (+/- 180 meters Scaled)
 FD1230
 FD1230                          SUPERSEDED SURVEY CONTROL
 FD1230
 FD1230  NGVD 29 (??/??/92)  297.388  (m)          975.68   (f) ADJ UNCH    1 2
 FD1230
 FD1230.Superseded values are not recommended for survey control.
 FD1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1230.See file dsdata.txt to determine how the superseded data were derived.
 FD1230
 FD1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE499341(NAD 83)
 FD1230_MARKER: DB = BENCH MARK DISK
 FD1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1230_STAMPING: A 177 1949
 FD1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1230+STABILITY: SURFACE MOTION
 FD1230
 FD1230  HISTORY     - Date     Condition        Report By
 FD1230  HISTORY     - 1949     MONUMENTED       CGS
 FD1230  HISTORY     - 1953     GOOD             NGS
 FD1230
 FD1230                          STATION DESCRIPTION
 FD1230
 FD1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1230'AT HOHENWALD.
 FD1230'AT HOHENWALD, 15.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FD1230'LEWIS COUNTY RED BRICK COURT HOUSE BUILDING, AT THE INSIDE CORNER
 FD1230'OF CONCRETE WALKS SURROUNDING THE COURT HOUSE AND SET IN THE TOP
 FD1230'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FD1230
 FD1230                          STATION RECOVERY (1953)
 FD1230
 FD1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0162 ***********************************************************************
 FD0162  DESIGNATION -  A 178
 FD0162  PID         -  FD0162
 FD0162  STATE/COUNTY-  TN/LINCOLN
 FD0162  USGS QUAD   -  FLINTVILLE (1972)
 FD0162
 FD0162                         *CURRENT SURVEY CONTROL
 FD0162  ___________________________________________________________________
 FD0162* NAD 83(1986)-  35 00 00.     (N)    086 22 38.     (W)     SCALED    
 FD0162* NAVD 88     -       277.976  (meters)     911.99   (feet)  ADJUSTED  
 FD0162  ___________________________________________________________________
 FD0162  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD0162  DYNAMIC HT  -         277.701 (meters)     911.09  (feet)  COMP
 FD0162  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 FD0162
 FD0162  VERT ORDER  -  FIRST     CLASS II
 FD0162
 FD0162.The horizontal coordinates were scaled from a topographic map and have
 FD0162.an estimated accuracy of +/- 6 seconds.
 FD0162
 FD0162.The orthometric height was determined by differential leveling
 FD0162.and adjusted by the National Geodetic Survey in June 1991..
 FD0162
 FD0162.The geoid height was determined by GEOID03.
 FD0162
 FD0162.The dynamic height is computed by dividing the NAVD 88
 FD0162.geopotential number by the normal gravity value computed on the
 FD0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0162.degrees latitude (g = 980.6199 gals.).
 FD0162
 FD0162.The modeled gravity was interpolated from observed gravity values.
 FD0162
 FD0162;                    North         East    Units  Estimated Accuracy
 FD0162;SPC TN       -    74,030.      565,560.      MT  (+/- 180 meters Scaled)
 FD0162
 FD0162                          SUPERSEDED SURVEY CONTROL
 FD0162
 FD0162  NGVD 29 (??/??/92)  277.937  (m)          911.87   (f) ADJ UNCH    1 2
 FD0162
 FD0162.Superseded values are not recommended for survey control.
 FD0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0162.See file dsdata.txt to determine how the superseded data were derived.
 FD0162
 FD0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED568732(NAD 83)
 FD0162_MARKER: DB = BENCH MARK DISK
 FD0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0162_STAMPING: A 178 1949
 FD0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0162+STABILITY: SURFACE MOTION
 FD0162
 FD0162  HISTORY     - Date     Condition        Report By
 FD0162  HISTORY     - 1949     MONUMENTED       CGS
 FD0162
 FD0162                          STATION DESCRIPTION
 FD0162
 FD0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0162'1.5 MI SW FROM ELORA.
 FD0162'1.5 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0162'LOUIS RAILWAY FROM THE STATION AT ELORA, AT A FARM ROAD CROSSING
 FD0162'AT BOSTICKS STORE, 159 FEET SOUTHEAST AND ACROSS THE TRACK AND
 FD0162'STATE HIGHWAY 121 FROM THE EAST CORNER OF THE STORE, 116 FEET
 FD0162'SOUTHEAST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE
 FD0162'HIGHWAY, 89 FEET NORTHEAST AND ACROSS THE FARM ROAD FROM TELEPHONE
 FD0162'POLE NO. 23/11, 95 FEET NORTHEAST OF A FENCE CORNER, 144
 FD0162'FEET SOUTHWEST OF A FENCE CORNER, 39 FEET EAST-SOUTHEAST OF THE
 FD0162'CENTER OF THE CROSSING, 35 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FD0162'27 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST
 FD0162'OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 FD0162'POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0162'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0226 ***********************************************************************
 FD0226  DESIGNATION -  A 179
 FD0226  PID         -  FD0226
 FD0226  STATE/COUNTY-  TN/FRANKLIN
 FD0226  USGS QUAD   -  WINCHESTER (1971)
 FD0226
 FD0226                         *CURRENT SURVEY CONTROL
 FD0226  ___________________________________________________________________
 FD0226* NAD 83(1986)-  35 10 03.     (N)    086 03 01.     (W)     SCALED    
 FD0226* NAVD 88     -       298.582  (meters)     979.60   (feet)  ADJUSTED  
 FD0226  ___________________________________________________________________
 FD0226  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0226  DYNAMIC HT  -         298.286 (meters)     978.63  (feet)  COMP
 FD0226  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 FD0226
 FD0226  VERT ORDER  -  FIRST     CLASS II
 FD0226
 FD0226.The horizontal coordinates were scaled from a topographic map and have
 FD0226.an estimated accuracy of +/- 6 seconds.
 FD0226
 FD0226.The orthometric height was determined by differential leveling
 FD0226.and adjusted by the National Geodetic Survey in June 1991..
 FD0226
 FD0226.The geoid height was determined by GEOID03.
 FD0226
 FD0226.The dynamic height is computed by dividing the NAVD 88
 FD0226.geopotential number by the normal gravity value computed on the
 FD0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0226.degrees latitude (g = 980.6199 gals.).
 FD0226
 FD0226.The modeled gravity was interpolated from observed gravity values.
 FD0226
 FD0226;                    North         East    Units  Estimated Accuracy
 FD0226;SPC TN       -    92,550.      595,420.      MT  (+/- 180 meters Scaled)
 FD0226
 FD0226                          SUPERSEDED SURVEY CONTROL
 FD0226
 FD0226  NGVD 29 (??/??/92)  298.551  (m)          979.50   (f) ADJ UNCH    1 2
 FD0226
 FD0226.Superseded values are not recommended for survey control.
 FD0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0226.See file dsdata.txt to determine how the superseded data were derived.
 FD0226
 FD0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED864920(NAD 83)
 FD0226_MARKER: DB = BENCH MARK DISK
 FD0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0226_STAMPING: A 179 1949
 FD0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0226+STABILITY: SURFACE MOTION
 FD0226
 FD0226  HISTORY     - Date     Condition        Report By
 FD0226  HISTORY     - 1949     MONUMENTED       CGS
 FD0226
 FD0226                          STATION DESCRIPTION
 FD0226
 FD0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0226'4 MI SE FROM WINCHESTER.
 FD0226'3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE
 FD0226'AT WINCHESTER, THENCE ABOUT 0.15 MILE NORTH ALONG A DRIVE LEADING
 FD0226'TO THE UNIVERSITY OF SOUTH AIRPORT, AT THE SOUTHEAST CORNER OF
 FD0226'THE METAL COVERED OFFICE BUILDING, 48.8 FEET WEST-SOUTHWEST OF
 FD0226'A GASOLINE PUMP, 47 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 FD0226'CORNER OF THE HANGAR, 10 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FD0226'THE OFFICE BUILDING, 8 FEET WEST OF A FENCE CORNER, 1 1/2 FEET WEST
 FD0226'OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FD0226'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0212 ***********************************************************************
 GD0212  DESIGNATION -  A 18
 GD0212  PID         -  GD0212
 GD0212  STATE/COUNTY-  TN/HENRY
 GD0212  USGS QUAD   -  MURRAY (1986)
 GD0212
 GD0212                         *CURRENT SURVEY CONTROL
 GD0212  ___________________________________________________________________
 GD0212* NAD 83(1986)-  36 30 01.     (N)    088 19 37.     (W)     SCALED    
 GD0212* NAVD 88     -       170.869  (meters)     560.59   (feet)  ADJUSTED  
 GD0212  ___________________________________________________________________
 GD0212  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GD0212  DYNAMIC HT  -         170.730 (meters)     560.14  (feet)  COMP
 GD0212  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 GD0212
 GD0212  VERT ORDER  -  FIRST     CLASS II
 GD0212
 GD0212.The horizontal coordinates were scaled from a topographic map and have
 GD0212.an estimated accuracy of +/- 6 seconds.
 GD0212
 GD0212.The orthometric height was determined by differential leveling
 GD0212.and adjusted by the National Geodetic Survey in June 1991..
 GD0212
 GD0212.The geoid height was determined by GEOID03.
 GD0212
 GD0212.The dynamic height is computed by dividing the NAVD 88
 GD0212.geopotential number by the normal gravity value computed on the
 GD0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0212.degrees latitude (g = 980.6199 gals.).
 GD0212
 GD0212.The modeled gravity was interpolated from observed gravity values.
 GD0212
 GD0212;                    North         East    Units  Estimated Accuracy
 GD0212;SPC TN       -   242,910.      391,540.      MT  (+/- 180 meters Scaled)
 GD0212
 GD0212                          SUPERSEDED SURVEY CONTROL
 GD0212
 GD0212  NGVD 29 (??/??/??)  170.914  (m)          560.74   (f) ADJUSTED    1 2
 GD0212
 GD0212.Superseded values are not recommended for survey control.
 GD0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0212.See file dsdata.txt to determine how the superseded data were derived.
 GD0212
 GD0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF811402(NAD 83)
 GD0212_MARKER: DB = BENCH MARK DISK
 GD0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0212_STAMPING: A 18 1934 560.977
 GD0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0212+STABILITY: SURFACE MOTION
 GD0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0212+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 GD0212
 GD0212  HISTORY     - Date     Condition        Report By
 GD0212  HISTORY     - 1934     MONUMENTED       CGS
 GD0212  HISTORY     - 1968     GOOD             CGS
 GD0212  HISTORY     - 1988     GOOD             USPSQD
 GD0212  HISTORY     - 20020606 GOOD             USACE
 GD0212
 GD0212                          STATION DESCRIPTION
 GD0212
 GD0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0212'0.2 MI S FROM HAZEL.
 GD0212'THE MARK IS ABOUT 0.2 OF A MILE SOUTH ALONG THE OLD NASHVILLE,
 GD0212'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN HAZEL,
 GD0212'CALLOWAY COUNTY, KENTUCKY.  (THIS IS NOW THE LOUISVILLE AND
 GD0212'NASHVILLE RAILROAD).  IT IS 9 POLES SOUTH OF MILEPOST NO. 49,
 GD0212'77 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOME,
 GD0212'69 FEET EAST OF A BOUNDARY MARKER SIGN WITH THE LEGENDS CALLOWAY
 GD0212'COUNTY KENTUCKY ON THE NORTH AND HENRY COUNTY TENNESSEE ON THE
 GD0212'SOUTH, 45 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 34
 GD0212'FEET EAST OF A TELEGRAPH POLE, 23 FEET SOUTH OF THE APPROXIMATE
 GD0212'CENTER OF STATE LINE ROAD (THIS IS STATE STREET), AND 0.9 OF A
 GD0212'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD0212'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GD0212'MONUMENT AND THE DISK IS STAMPED A 18 1934 560.977.
 GD0212
 GD0212                          STATION RECOVERY (1988)
 GD0212
 GD0212'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 GD0212'RECOVERED IN GOOD CONDITION.
 GD0212
 GD0212                          STATION RECOVERY (2002)
 GD0212
 GD0212'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0335 ***********************************************************************
 FD0335  DESIGNATION -  A 180
 FD0335  PID         -  FD0335
 FD0335  STATE/COUNTY-  TN/LINCOLN
 FD0335  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0335
 FD0335                         *CURRENT SURVEY CONTROL
 FD0335  ___________________________________________________________________
 FD0335* NAD 83(1986)-  35 12 03.     (N)    086 35 39.     (W)     SCALED    
 FD0335* NAVD 88     -       228.396  (meters)     749.33   (feet)  ADJUSTED  
 FD0335  ___________________________________________________________________
 FD0335  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0335  DYNAMIC HT  -         228.185 (meters)     748.64  (feet)  COMP
 FD0335  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FD0335
 FD0335  VERT ORDER  -  FIRST     CLASS II
 FD0335
 FD0335.The horizontal coordinates were scaled from a topographic map and have
 FD0335.an estimated accuracy of +/- 6 seconds.
 FD0335
 FD0335.The orthometric height was determined by differential leveling
 FD0335.and adjusted by the National Geodetic Survey in June 1991..
 FD0335
 FD0335.The geoid height was determined by GEOID03.
 FD0335
 FD0335.The dynamic height is computed by dividing the NAVD 88
 FD0335.geopotential number by the normal gravity value computed on the
 FD0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0335.degrees latitude (g = 980.6199 gals.).
 FD0335
 FD0335.The modeled gravity was interpolated from observed gravity values.
 FD0335
 FD0335;                    North         East    Units  Estimated Accuracy
 FD0335;SPC TN       -    96,410.      545,890.      MT  (+/- 180 meters Scaled)
 FD0335
 FD0335                          SUPERSEDED SURVEY CONTROL
 FD0335
 FD0335  NGVD 29 (??/??/92)  228.376  (m)          749.26   (f) ADJ UNCH    1 2
 FD0335
 FD0335.Superseded values are not recommended for survey control.
 FD0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0335.See file dsdata.txt to determine how the superseded data were derived.
 FD0335
 FD0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED369953(NAD 83)
 FD0335_MARKER: DB = BENCH MARK DISK
 FD0335_SETTING: 66 = SET IN ROCK OUTCROP
 FD0335_SP_SET: SET IN ROCK OUTCROP
 FD0335_STAMPING: A 180 1949
 FD0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0335+STABILITY: POSITION/ELEVATION WELL
 FD0335
 FD0335  HISTORY     - Date     Condition        Report By
 FD0335  HISTORY     - 1949     MONUMENTED       CGS
 FD0335
 FD0335                          STATION DESCRIPTION
 FD0335
 FD0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0335'3.8 MI NW FROM FAYETTEVILLE.
 FD0335'3.85 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0335'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0335'FAYETTEVILLE, ABOUT 0.1 MILE NORTHWEST OF A ROAD CROSSING, SET
 FD0335'IN THE TOP OF AN OUTCROP OF ROCK ON THE RIGHT-OF-WAY OF STATE
 FD0335'HIGHWAY 50, 174 1/2 FEET SOUTHEAST OF TELEPHONE POLE NO. 43/15,
 FD0335'42 1/2 FEET WEST OF POLE NO. 43/14, 40 FEET SOUTHWEST OF THE
 FD0335'SOUTHWEST RAIL 32 FEET NORTHWEST OF A POWER POLE, 22 1/2 FEET
 FD0335'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET ABOVE
 FD0335'THE HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0178 ***********************************************************************
 GD0178  DESIGNATION -  A 181
 GD0178  PID         -  GD0178
 GD0178  STATE/COUNTY-  TN/HENRY
 GD0178  USGS QUAD   -  OSAGE (1985)
 GD0178
 GD0178                         *CURRENT SURVEY CONTROL
 GD0178  ___________________________________________________________________
 GD0178* NAD 83(1986)-  36 17 36.     (N)    088 25 09.     (W)     SCALED    
 GD0178* NAVD 88     -       154.823  (meters)     507.95   (feet)  ADJUSTED  
 GD0178  ___________________________________________________________________
 GD0178  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0178  DYNAMIC HT  -         154.695 (meters)     507.53  (feet)  COMP
 GD0178  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GD0178
 GD0178  VERT ORDER  -  FIRST     CLASS II
 GD0178
 GD0178.The horizontal coordinates were scaled from a topographic map and have
 GD0178.an estimated accuracy of +/- 6 seconds.
 GD0178
 GD0178.The orthometric height was determined by differential leveling
 GD0178.and adjusted by the National Geodetic Survey in June 1991..
 GD0178
 GD0178.The geoid height was determined by GEOID03.
 GD0178
 GD0178.The dynamic height is computed by dividing the NAVD 88
 GD0178.geopotential number by the normal gravity value computed on the
 GD0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0178.degrees latitude (g = 980.6199 gals.).
 GD0178
 GD0178.The modeled gravity was interpolated from observed gravity values.
 GD0178
 GD0178;                    North         East    Units  Estimated Accuracy
 GD0178;SPC TN       -   220,150.      382,720.      MT  (+/- 180 meters Scaled)
 GD0178
 GD0178                          SUPERSEDED SURVEY CONTROL
 GD0178
 GD0178  NGVD 29 (??/??/??)  154.860  (m)          508.07   (f) ADJUSTED    1 2
 GD0178
 GD0178.Superseded values are not recommended for survey control.
 GD0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0178.See file dsdata.txt to determine how the superseded data were derived.
 GD0178
 GD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF725174(NAD 83)
 GD0178_MARKER: DB = BENCH MARK DISK
 GD0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0178_STAMPING: A 181 1949
 GD0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0178+STABILITY: SURFACE MOTION
 GD0178
 GD0178  HISTORY     - Date     Condition        Report By
 GD0178  HISTORY     - 1949     MONUMENTED       CGS
 GD0178  HISTORY     - 1968     GOOD             CGS
 GD0178  HISTORY     - 1971     GOOD             NGS
 GD0178
 GD0178                          STATION DESCRIPTION
 GD0178
 GD0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0178'5.3 MI W FROM PARIS.
 GD0178'THE MARK IS ABOUT 5.3 MILES WEST ALONG STATE ROUTE 54 FROM THE
 GD0178'SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQAURE IN PARIS
 GD0178'ALONG THE NORTH RIGHT-OF-WAY OF STATE ROUTE 54.  IT IS 270 FEET
 GD0178'EAST OF THE T INTERSECTION OF STATE ROUTE 54 AND A PAVED ROAD TO
 GD0178'THE GUM SPRINGS CHURCH, 141 FEET SOUTHWEST OF THE SOUTHWEST
 GD0178'CORNER OF A FRAME FARM HOUSE, 57 FEET WEST OF A SOUTHEAST FENCE
 GD0178'CORNER POST, 27 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GD0178'ROUTE 54, 20 FEET WEST OF A GUYED UTILITY AND TRANSFORMER POLE
 GD0178'NO. 104, AND 1.1 FEET SOUTH OF A WOVEN WIRE FENCE AND METAL
 GD0178'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 GD0178'A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 GD0178'THE DISK IS STAMPED A 181 1949.  NOTE-- POST AND SIGN AND
 GD0178'MONUMENT.
 GD0178
 GD0178                          STATION RECOVERY (1971)
 GD0178
 GD0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1398 ***********************************************************************
 GC1398  DESIGNATION -  A 182
 GC1398  PID         -  GC1398
 GC1398  STATE/COUNTY-  TN/CHEATHAM
 GC1398  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1398
 GC1398                         *CURRENT SURVEY CONTROL
 GC1398  ___________________________________________________________________
 GC1398* NAD 83(1986)-  36 21 59.     (N)    087 14 49.     (W)     SCALED    
 GC1398* NAVD 88     -       124.796  (meters)     409.43   (feet)  ADJUSTED  
 GC1398  ___________________________________________________________________
 GC1398  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1398  DYNAMIC HT  -         124.692 (meters)     409.09  (feet)  COMP
 GC1398  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GC1398
 GC1398  VERT ORDER  -  FIRST     CLASS II
 GC1398
 GC1398.The horizontal coordinates were scaled from a topographic map and have
 GC1398.an estimated accuracy of +/- 6 seconds.
 GC1398
 GC1398.The orthometric height was determined by differential leveling
 GC1398.and adjusted by the National Geodetic Survey in June 1991..
 GC1398
 GC1398.The geoid height was determined by GEOID03.
 GC1398
 GC1398.The dynamic height is computed by dividing the NAVD 88
 GC1398.geopotential number by the normal gravity value computed on the
 GC1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1398.degrees latitude (g = 980.6199 gals.).
 GC1398
 GC1398.The modeled gravity was interpolated from observed gravity values.
 GC1398
 GC1398;                    North         East    Units  Estimated Accuracy
 GC1398;SPC TN       -   226,280.      488,100.      MT  (+/- 180 meters Scaled)
 GC1398
 GC1398                          SUPERSEDED SURVEY CONTROL
 GC1398
 GC1398  NGVD 29 (??/??/92)  124.856  (m)          409.63   (f) ADJ UNCH    1 2
 GC1398
 GC1398.Superseded values are not recommended for survey control.
 GC1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1398.See file dsdata.txt to determine how the superseded data were derived.
 GC1398
 GC1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF778246(NAD 83)
 GC1398_MARKER: DB = BENCH MARK DISK
 GC1398_SETTING: 66 = SET IN ROCK OUTCROP
 GC1398_SP_SET: ROCK CLIFF
 GC1398_STAMPING: A 182 1949
 GC1398_MARK LOGO: CGS   
 GC1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1398+STABILITY: POSITION/ELEVATION WELL
 GC1398
 GC1398  HISTORY     - Date     Condition        Report By
 GC1398  HISTORY     - 1949     MONUMENTED       CGS
 GC1398  HISTORY     - 1984     GOOD             NGS
 GC1398
 GC1398                          STATION DESCRIPTION
 GC1398
 GC1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1398'12.6 MI NW FROM ASHLAND CITY.
 GC1398'12.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1398'STATION AT ASHLAND CITY, AT A ROAD CROSSING KNOWN AS HINTON ROAD
 GC1398'CROSSING, 225 FEET NORTHWEST OF THE NORTH CORNER OF A LONG AND
 GC1398'HIGH TRESTLE OVER DRY FORK CREEK, 70 FEET EAST-SOUTHEAST OF THE
 GC1398'CENTER OF THE SMALL ROAD CROSSING, 20 FEET NORTHEAST OF THE
 GC1398'NORTHEAST RAIL, SET VERTICALLY IN THE SOUTHWEST FACE OF A 7-FOOT
 GC1398'HIGH ROCK CLIFF, ABOUT 1 1/2 FEET ABOVE THE GROUND AND 1 FOOT
 GC1398'ABOVE THE TRACK.
 GC1398
 GC1398                          STATION RECOVERY (1984)
 GC1398
 GC1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1398'RECOVERED IN GOOD CONDITION.  NOTE, THE DIRT HAS FILLED IN AROUND THE
 GC1398'MARK SO THAT IT IS NOW ONLY 0.5 FOOT ABOVE THE GROUND.  NOTE, NOT
 GC1398'LEVELED DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1123 ***********************************************************************
 GC1123  DESIGNATION -  A 183
 GC1123  PID         -  GC1123
 GC1123  STATE/COUNTY-  TN/MONTGOMERY
 GC1123  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1123
 GC1123                         *CURRENT SURVEY CONTROL
 GC1123  ___________________________________________________________________
 GC1123* NAD 83(1986)-  36 35 27.     (N)    087 24 08.     (W)     SCALED    
 GC1123* NAVD 88     -       147.481  (meters)     483.86   (feet)  ADJUSTED  
 GC1123  ___________________________________________________________________
 GC1123  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1123  DYNAMIC HT  -         147.359 (meters)     483.46  (feet)  COMP
 GC1123  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 GC1123
 GC1123  VERT ORDER  -  FIRST     CLASS II
 GC1123
 GC1123.The horizontal coordinates were scaled from a topographic map and have
 GC1123.an estimated accuracy of +/- 6 seconds.
 GC1123
 GC1123.The orthometric height was determined by differential leveling
 GC1123.and adjusted by the National Geodetic Survey in June 1991..
 GC1123
 GC1123.The geoid height was determined by GEOID03.
 GC1123
 GC1123.The dynamic height is computed by dividing the NAVD 88
 GC1123.geopotential number by the normal gravity value computed on the
 GC1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1123.degrees latitude (g = 980.6199 gals.).
 GC1123
 GC1123.The modeled gravity was interpolated from observed gravity values.
 GC1123
 GC1123;                    North         East    Units  Estimated Accuracy
 GC1123;SPC TN       -   251,380.      474,520.      MT  (+/- 180 meters Scaled)
 GC1123
 GC1123                          SUPERSEDED SURVEY CONTROL
 GC1123
 GC1123  NGVD 29 (??/??/92)  147.542  (m)          484.06   (f) ADJ UNCH    1 2
 GC1123
 GC1123.Superseded values are not recommended for survey control.
 GC1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1123.See file dsdata.txt to determine how the superseded data were derived.
 GC1123
 GC1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF640495(NAD 83)
 GC1123_MARKER: DB = BENCH MARK DISK
 GC1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1123_STAMPING: A 183 1949
 GC1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1123+STABILITY: SURFACE MOTION
 GC1123
 GC1123  HISTORY     - Date     Condition        Report By
 GC1123  HISTORY     - 1949     MONUMENTED       CGS
 GC1123  HISTORY     - 1957     GOOD             NGS
 GC1123
 GC1123                          STATION DESCRIPTION
 GC1123
 GC1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1123'8.4 MI N FROM CLARKSVILLE.
 GC1123'8.45 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1123'STATION AT CLARKSVILLE, ABOUT 0.3 MILE SOUTH OF A WOODEN OVERPASS
 GC1123'NO. H 64-90 OVER THE TRACK, AT A PRIVATE FIELD ROAD CROSSING,
 GC1123'AT THE NORTH END OF A CUT AND AT THE SOUTH END OF A FILL, 48
 GC1123'FEET WEST OF THE WEST RAIL, 51 FEET WEST-NORTHWEST OF THE CENTER
 GC1123'OF THE CROSSING, 1 FOOT EAST OF THE R/W FENCE LINE, 24 FEET
 GC1123'NORTH OF THE CENTER OF A GATE FOR PRIVATE ROAD, 2 FEET SOUTH OF
 GC1123'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN
 GC1123'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1123
 GC1123                          STATION RECOVERY (1957)
 GC1123
 GC1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1189 ***********************************************************************
 FC1189  DESIGNATION -  A 184
 FC1189  PID         -  FC1189
 FC1189  STATE/COUNTY-  TN/HAMILTON
 FC1189  USGS QUAD   -  CHATTANOOGA (1976)
 FC1189
 FC1189                         *CURRENT SURVEY CONTROL
 FC1189  ___________________________________________________________________
 FC1189* NAD 83(1986)-  35 01 03.     (N)    085 18 28.     (W)     SCALED    
 FC1189* NAVD 88     -       202.276  (meters)     663.63   (feet)  ADJUSTED  
 FC1189  ___________________________________________________________________
 FC1189  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1189  DYNAMIC HT  -         202.075 (meters)     662.97  (feet)  COMP
 FC1189  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 FC1189
 FC1189  VERT ORDER  -  FIRST     CLASS II
 FC1189
 FC1189.The horizontal coordinates were scaled from a topographic map and have
 FC1189.an estimated accuracy of +/- 6 seconds.
 FC1189
 FC1189.The orthometric height was determined by differential leveling
 FC1189.and adjusted by the National Geodetic Survey in June 1991..
 FC1189.WARNING-Repeat measurements at this control monument indicate possible
 FC1189.vertical movement.
 FC1189
 FC1189.The geoid height was determined by GEOID03.
 FC1189
 FC1189.The dynamic height is computed by dividing the NAVD 88
 FC1189.geopotential number by the normal gravity value computed on the
 FC1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1189.degrees latitude (g = 980.6199 gals.).
 FC1189
 FC1189.The modeled gravity was interpolated from observed gravity values.
 FC1189
 FC1189;                    North         East    Units  Estimated Accuracy
 FC1189;SPC TN       -    76,130.      663,180.      MT  (+/- 180 meters Scaled)
 FC1189
 FC1189                          SUPERSEDED SURVEY CONTROL
 FC1189
 FC1189  NGVD 29 (??/??/92)  202.328  (m)          663.80   (f) ADJ UNCH    1 2
 FC1189
 FC1189.Superseded values are not recommended for survey control.
 FC1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1189.See file dsdata.txt to determine how the superseded data were derived.
 FC1189
 FC1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD543762(NAD 83)
 FC1189_MARKER: DB = BENCH MARK DISK
 FC1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1189_STAMPING: A 184 1950
 FC1189_MARK LOGO: CGS   
 FC1189_PROJECTION: RECESSED 6 CENTIMETERS
 FC1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1189+STABILITY: SURFACE MOTION
 FC1189
 FC1189  HISTORY     - Date     Condition        Report By
 FC1189  HISTORY     - 1950     MONUMENTED       CGS
 FC1189  HISTORY     - 1962     GOOD             NGS
 FC1189  HISTORY     - 1983     GOOD             NGS
 FC1189
 FC1189                          STATION DESCRIPTION
 FC1189
 FC1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1189'AT CHATTANOOGA.
 FC1189'AT CHATTANOOGA, ABOUT 0.65 MILE SOUTHWEST ALONG THE ALABAMA
 FC1189'GREAT SOUTHERN RAILROAD FROM ROSSVILLE AVENUE VIADUCT, AT BELT
 FC1189'SIDING, 217 FEET WEST-NORTHWEST AND ACROSS TRACKS FROM THE CENTER
 FC1189'OF A GATE ACROSS SIDE TRACK TO SOUTHERN WOOD PRESERVATIVE COMPANY,
 FC1189'37 FEET WEST AND ACROSS A DIM DRIVE FROM THE EXTREME WEST
 FC1189'RAIL OF SIDING, 48 FEET SOUTH OF THE CENTER LINE OF A DRIVE
 FC1189'WEST TO A SMALL SHACK, 12 FEET WEST OF THE CENTER LINE OF THE
 FC1189'DIM ROAD SOUTH ALONG SIDING, 1 1/2 FEET NORTH OF A T.V.A. WITNESS
 FC1189'POST, ABOUT 4 FEET BELOW THE TRACKS AND SET IN THE TOP OF A
 FC1189'CONCRETE POST PROJECTING 3 INCHES.
 FC1189
 FC1189                          STATION RECOVERY (1962)
 FC1189
 FC1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1189'RECOVERED IN GOOD CONDITION.
 FC1189
 FC1189                          STATION RECOVERY (1983)
 FC1189
 FC1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1189'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 FC1189'IN CHATTANOOGA, ABOUT 1.0 KM (0.65 MI) SOUTHWEST ALONG THE ALABAMA
 FC1189'GREAT SOUTHERN RAILROAD FROM THE ROSSVILLE AVENUE VIADUCT, ALSO 0.5 KM
 FC1189'(0.3 MI) SOUTHEAST ALONG SHIPP AVENUE FROM 2900 MARKET STREET,
 FC1189'7.62 METERS (25.0 FT) SOUTHWEST OF THE CENTER OF SHIPP AVENUE,
 FC1189'11.28 METERS (37.0 FT) WEST-NORTHWEST OF THE WEST RAIL OF THE SIDE
 FC1189'TRACK, 27.74 METERS (91.0 FT) SOUTH-SOUTHWEST OF A RAILROAD SWITCH
 FC1189'STAND, 16.15 METERS (53.0 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF A
 FC1189'CHAIN LINK FENCE AROUND PILOT FREIGHT CARRIERS INCORPORATED, AND
 FC1189'22.25 METERS (73.0 FT) EAST-SOUTHEAST OF A LIGHT POLE WITH TWO LIGHTS.
 FC1189'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FC1189'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0301 ***********************************************************************
 FD0301  DESIGNATION -  A 185
 FD0301  PID         -  FD0301
 FD0301  STATE/COUNTY-  TN/MARSHALL
 FD0301  USGS QUAD   -  LEWISBURG (1981)
 FD0301
 FD0301                         *CURRENT SURVEY CONTROL
 FD0301  ___________________________________________________________________
 FD0301* NAD 83(1986)-  35 26 44.     (N)    086 47 15.     (W)     SCALED    
 FD0301* NAVD 88     -       219.958  (meters)     721.65   (feet)  ADJUSTED  
 FD0301  ___________________________________________________________________
 FD0301  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0301  DYNAMIC HT  -         219.759 (meters)     720.99  (feet)  COMP
 FD0301  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FD0301
 FD0301  VERT ORDER  -  FIRST     CLASS II
 FD0301
 FD0301.The horizontal coordinates were scaled from a topographic map and have
 FD0301.an estimated accuracy of +/- 6 seconds.
 FD0301
 FD0301.The orthometric height was determined by differential leveling
 FD0301.and adjusted by the National Geodetic Survey in June 1991..
 FD0301
 FD0301.The geoid height was determined by GEOID03.
 FD0301
 FD0301.The dynamic height is computed by dividing the NAVD 88
 FD0301.geopotential number by the normal gravity value computed on the
 FD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0301.degrees latitude (g = 980.6199 gals.).
 FD0301
 FD0301.The modeled gravity was interpolated from observed gravity values.
 FD0301
 FD0301;                    North         East    Units  Estimated Accuracy
 FD0301;SPC TN       -   123,690.      528,510.      MT  (+/- 180 meters Scaled)
 FD0301
 FD0301                          SUPERSEDED SURVEY CONTROL
 FD0301
 FD0301  NGVD 29 (??/??/92)  219.935  (m)          721.57   (f) ADJ UNCH    1 2
 FD0301
 FD0301.Superseded values are not recommended for survey control.
 FD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0301.See file dsdata.txt to determine how the superseded data were derived.
 FD0301
 FD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192224(NAD 83)
 FD0301_MARKER: DB = BENCH MARK DISK
 FD0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0301_SP_SET: PIER
 FD0301_STAMPING: A 185 1949
 FD0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0301
 FD0301  HISTORY     - Date     Condition        Report By
 FD0301  HISTORY     - 1949     MONUMENTED       CGS
 FD0301
 FD0301                          STATION DESCRIPTION
 FD0301
 FD0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0301'0.4 MI SE FROM LEWISBURG.
 FD0301'0.35 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0301'LOUIS RAILWAY FROM THE STATION AT LEWISBURG, SET IN THE TOP OF THE
 FD0301'EAST END OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT OF RAILWAY
 FD0301'BRIDGE NO. 66.6 OVER BIG ROCK CREEK, NEAR THE NORTHEAST CORNER OF
 FD0301'THE LEWISBURG AIRPORT, 7 FEET EAST OF THE EAST RAIL AND ABOUT 3
 FD0301'FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0055 ***********************************************************************
 FD0055  DESIGNATION -  A 186
 FD0055  PID         -  FD0055
 FD0055  STATE/COUNTY-  TN/RUTHERFORD
 FD0055  USGS QUAD   -  MURFREESBORO (1983)
 FD0055
 FD0055                         *CURRENT SURVEY CONTROL
 FD0055  ___________________________________________________________________
 FD0055* NAD 83(1986)-  35 51 29.     (N)    086 24 40.     (W)     SCALED    
 FD0055* NAVD 88     -       175.324  (meters)     575.21   (feet)  ADJUSTED  
 FD0055  ___________________________________________________________________
 FD0055  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0055  DYNAMIC HT  -         175.171 (meters)     574.71  (feet)  COMP
 FD0055  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 FD0055
 FD0055  VERT ORDER  -  FIRST     CLASS II
 FD0055
 FD0055.The horizontal coordinates were scaled from a topographic map and have
 FD0055.an estimated accuracy of +/- 6 seconds.
 FD0055
 FD0055.The orthometric height was determined by differential leveling
 FD0055.and adjusted by the National Geodetic Survey in June 1991..
 FD0055
 FD0055.The geoid height was determined by GEOID03.
 FD0055
 FD0055.The dynamic height is computed by dividing the NAVD 88
 FD0055.geopotential number by the normal gravity value computed on the
 FD0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0055.degrees latitude (g = 980.6199 gals.).
 FD0055
 FD0055.The modeled gravity was interpolated from observed gravity values.
 FD0055
 FD0055;                    North         East    Units  Estimated Accuracy
 FD0055;SPC TN       -   169,240.      562,870.      MT  (+/- 180 meters Scaled)
 FD0055
 FD0055                          SUPERSEDED SURVEY CONTROL
 FD0055
 FD0055  NGVD 29 (??/??/92)  175.337  (m)          575.25   (f) ADJ UNCH    1 2
 FD0055
 FD0055.Superseded values are not recommended for survey control.
 FD0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0055.See file dsdata.txt to determine how the superseded data were derived.
 FD0055
 FD0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE531683(NAD 83)
 FD0055_MARKER: DB = BENCH MARK DISK
 FD0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0055_SP_SET: ABUTMENT
 FD0055_STAMPING: A 186 1949
 FD0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0055
 FD0055  HISTORY     - Date     Condition        Report By
 FD0055  HISTORY     - 1949     MONUMENTED       CGS
 FD0055
 FD0055                          STATION DESCRIPTION
 FD0055
 FD0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0055'1 MI NW FROM MURFREESBORO.
 FD0055'1.0 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0055'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, SET IN THE TOP
 FD0055'OF THE NORTHEAST WING WALL OF THE SOUTHEAST ABUTMENT OF RAILWAY
 FD0055'BRIDGE NO. 30.6 OVER STONE RIVER, 5 1/2 FEET NORTHEAST OF THE
 FD0055'NORTHEAST RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0352 ***********************************************************************
 FD0352  DESIGNATION -  A 188
 FD0352  PID         -  FD0352
 FD0352  STATE/COUNTY-  TN/MARSHALL
 FD0352  USGS QUAD   -  LEWISBURG (1981)
 FD0352
 FD0352                         *CURRENT SURVEY CONTROL
 FD0352  ___________________________________________________________________
 FD0352* NAD 83(1986)-  35 27 27.     (N)    086 47 16.     (W)     SCALED    
 FD0352* NAVD 88     -       221.970  (meters)     728.25   (feet)  ADJUSTED  
 FD0352  ___________________________________________________________________
 FD0352  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0352  DYNAMIC HT  -         221.770 (meters)     727.59  (feet)  COMP
 FD0352  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FD0352
 FD0352  VERT ORDER  -  FIRST     CLASS II
 FD0352
 FD0352.The horizontal coordinates were scaled from a topographic map and have
 FD0352.an estimated accuracy of +/- 6 seconds.
 FD0352
 FD0352.The orthometric height was determined by differential leveling
 FD0352.and adjusted by the National Geodetic Survey in June 1991..
 FD0352
 FD0352.The geoid height was determined by GEOID03.
 FD0352
 FD0352.The dynamic height is computed by dividing the NAVD 88
 FD0352.geopotential number by the normal gravity value computed on the
 FD0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0352.degrees latitude (g = 980.6199 gals.).
 FD0352
 FD0352.The modeled gravity was interpolated from observed gravity values.
 FD0352
 FD0352;                    North         East    Units  Estimated Accuracy
 FD0352;SPC TN       -   125,010.      528,490.      MT  (+/- 180 meters Scaled)
 FD0352
 FD0352                          SUPERSEDED SURVEY CONTROL
 FD0352
 FD0352  NGVD 29 (??/??/92)  221.947  (m)          728.17   (f) ADJ UNCH    1 2
 FD0352
 FD0352.Superseded values are not recommended for survey control.
 FD0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0352.See file dsdata.txt to determine how the superseded data were derived.
 FD0352
 FD0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192238(NAD 83)
 FD0352_MARKER: DB = BENCH MARK DISK
 FD0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0352_SP_SET: CULVERT
 FD0352_STAMPING: A 188 1949
 FD0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0352
 FD0352  HISTORY     - Date     Condition        Report By
 FD0352  HISTORY     - 1949     MONUMENTED       CGS
 FD0352
 FD0352                          STATION DESCRIPTION
 FD0352
 FD0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0352'0.5 MI NE FROM LEWISBURG.
 FD0352'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE
 FD0352'AT LEWISBURG, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 60 FEET
 FD0352'SOUTHWEST OF THE CENTER OF A DRIVE WAY TO A SMALL FRAME HOUSE, 57.6
 FD0352'FEET NORTHEAST OF THE NORTHEAST CORNER OF RAYS LOCKER PLANT,
 FD0352'32 FEET EAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 FD0352'BLACK TOP STREET LEADING NORTHWEST, 26 FEET EAST OF THE CENTER LINE
 FD0352'OF THE HIGHWAY AND SET IN THE CONCRETE HEAD WALL OF A 10-FOOT
 FD0352'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1139 ***********************************************************************
 GC1139  DESIGNATION -  A 189
 GC1139  PID         -  GC1139
 GC1139  STATE/COUNTY-  TN/MONTGOMERY
 GC1139  USGS QUAD   -  CLARKSVILLE (1984)
 GC1139
 GC1139                         *CURRENT SURVEY CONTROL
 GC1139  ___________________________________________________________________
 GC1139* NAD 83(1986)-  36 33 57.     (N)    087 18 22.     (W)     SCALED    
 GC1139* NAVD 88     -       175.761  (meters)     576.64   (feet)  ADJUSTED  
 GC1139  ___________________________________________________________________
 GC1139  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1139  DYNAMIC HT  -         175.616 (meters)     576.17  (feet)  COMP
 GC1139  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 GC1139
 GC1139  VERT ORDER  -  FIRST     CLASS II
 GC1139
 GC1139.The horizontal coordinates were scaled from a topographic map and have
 GC1139.an estimated accuracy of +/- 6 seconds.
 GC1139
 GC1139.The orthometric height was determined by differential leveling
 GC1139.and adjusted by the National Geodetic Survey in June 1991..
 GC1139
 GC1139.The geoid height was determined by GEOID03.
 GC1139
 GC1139.The dynamic height is computed by dividing the NAVD 88
 GC1139.geopotential number by the normal gravity value computed on the
 GC1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1139.degrees latitude (g = 980.6199 gals.).
 GC1139
 GC1139.The modeled gravity was interpolated from observed gravity values.
 GC1139
 GC1139;                    North         East    Units  Estimated Accuracy
 GC1139;SPC TN       -   248,480.      483,080.      MT  (+/- 180 meters Scaled)
 GC1139
 GC1139                          SUPERSEDED SURVEY CONTROL
 GC1139
 GC1139  NGVD 29 (??/??/92)  175.828  (m)          576.86   (f) ADJ UNCH    1 2
 GC1139
 GC1139.Superseded values are not recommended for survey control.
 GC1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1139.See file dsdata.txt to determine how the superseded data were derived.
 GC1139
 GC1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF726467(NAD 83)
 GC1139_MARKER: DB = BENCH MARK DISK
 GC1139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1139_STAMPING: A 189 1949
 GC1139_MARK LOGO: CGS   
 GC1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1139
 GC1139  HISTORY     - Date     Condition        Report By
 GC1139  HISTORY     - 1949     MONUMENTED       CGS
 GC1139  HISTORY     - 1954     GOOD             NGS
 GC1139  HISTORY     - 1984     GOOD             NGS
 GC1139
 GC1139                          STATION DESCRIPTION
 GC1139
 GC1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1139'3.6 MI NE FROM CLARKSVILLE.
 GC1139'3.6 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1139'FROM THE STATION AT CLARKSVILLE, ABOUT 0.5 MILE SOUTHWEST OF
 GC1139'ROAD CROSSING AND FLAG STATION AT ST. BETHLEHEM, AT THE OVERPASS
 GC1139'OF A BLACK TOP ROAD OVER THE TRACKS, SET VERTICALLY IN THE
 GC1139'SOUTHEAST FACE OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG
 GC1139'OF THE FIRST PIER NORTHWEST OF THE TRACK, 12 FEET NORTHWEST OF THE
 GC1139'NORTHWEST RAIL, 23.3 FEET SOUTHWEST OF A SWITCH STAND AT SOUTHWEST
 GC1139'END OF A SIDING AND ABOUT 3 1/2 FEET ABOVE LEVEL OF TRACK.
 GC1139
 GC1139                          STATION RECOVERY (1984)
 GC1139
 GC1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1139'RECOVERED IN GOOD CONDITION.
 GC1139'THE MARK IS 1.07 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2372 ***********************************************************************
 GA2372  DESIGNATION -  A 19
 GA2372  PID         -  GA2372
 GA2372  STATE/COUNTY-  TN/SEVIER
 GA2372  USGS QUAD   -  MASCOT (1987)
 GA2372
 GA2372                         *CURRENT SURVEY CONTROL
 GA2372  ___________________________________________________________________
 GA2372* NAD 83(1986)-  36 00 33.     (N)    083 40 03.     (W)     SCALED    
 GA2372* NAVD 88     -       311.76   (+/-2cm)    1022.8    (feet)  VERTCON   
 GA2372  ___________________________________________________________________
 GA2372  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2372
 GA2372  VERT ORDER  -  ? (See Below)
 GA2372
 GA2372.The horizontal coordinates were scaled from a topographic map and have
 GA2372.an estimated accuracy of +/- 6 seconds.
 GA2372
 GA2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2372.The vertical order pertains to the NGVD 29 superseded value.
 GA2372
 GA2372.The geoid height was determined by GEOID03.
 GA2372
 GA2372;                    North         East    Units  Estimated Accuracy
 GA2372;SPC TN       -   188,440.      810,250.      MT  (+/- 180 meters Scaled)
 GA2372
 GA2372                          SUPERSEDED SURVEY CONTROL
 GA2372
 GA2372  NGVD 29 (??/??/92)  311.903  (m)         1023.30   (f) ADJ UNCH    ?  
 GA2372
 GA2372.Superseded values are not recommended for survey control.
 GA2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2372.See file dsdata.txt to determine how the superseded data were derived.
 GA2372
 GA2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV595882(NAD 83)
 GA2372_MARKER: Q = CHISELED SQUARE
 GA2372_SETTING: 66 = SET IN ROCK OUTCROP
 GA2372_SP_SET: ROCK OUTCROP
 GA2372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2372+STABILITY: POSITION/ELEVATION WELL
 GA2372
 GA2372  HISTORY     - Date     Condition        Report By
 GA2372  HISTORY     - UNK      MONUMENTED       TVA
 GA2372  HISTORY     - 1936     GOOD             TVA
 GA2372
 GA2372                          STATION DESCRIPTION
 GA2372
 GA2372'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2372'1.5 MI E FROM THORNGROVE.
 GA2372'IN SEVIER COUNTY, 1.5 MILES EAST ALONG THE PAW PAW HOLLOW ROAD
 GA2372'FROM THORNGROVE, KNOX COUNTY, 500 FEET EAST OF THE KNOX-SEVIER
 GA2372'COUNTYLINE, AT THE JUNCTION OF A ROAD LEADING SOUTH, 75 FEET
 GA2372'SOUTHEAST OF A HOUSE, AND ON A LARGE ROCK OUTCROP OVER THE NORTH
 GA2372'END OF A CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0238 ***********************************************************************
 GD0238  DESIGNATION -  A 19
 GD0238  PID         -  GD0238
 GD0238  STATE/COUNTY-  TN/CARROLL
 GD0238  USGS QUAD   -  VALE (1985)
 GD0238
 GD0238                         *CURRENT SURVEY CONTROL
 GD0238  ___________________________________________________________________
 GD0238* NAD 83(1986)-  36 02 03.     (N)    088 16 42.     (W)     SCALED    
 GD0238* NAVD 88     -       130.706  (meters)     428.82   (feet)  ADJUSTED  
 GD0238  ___________________________________________________________________
 GD0238  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0238  DYNAMIC HT  -         130.595 (meters)     428.46  (feet)  COMP
 GD0238  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 GD0238
 GD0238  VERT ORDER  -  FIRST     CLASS II
 GD0238
 GD0238.The horizontal coordinates were scaled from a topographic map and have
 GD0238.an estimated accuracy of +/- 6 seconds.
 GD0238
 GD0238.The orthometric height was determined by differential leveling
 GD0238.and adjusted by the National Geodetic Survey in June 1991..
 GD0238
 GD0238.The geoid height was determined by GEOID03.
 GD0238
 GD0238.The dynamic height is computed by dividing the NAVD 88
 GD0238.geopotential number by the normal gravity value computed on the
 GD0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0238.degrees latitude (g = 980.6199 gals.).
 GD0238
 GD0238.The modeled gravity was interpolated from observed gravity values.
 GD0238
 GD0238;                    North         East    Units  Estimated Accuracy
 GD0238;SPC TN       -   191,100.      394,690.      MT  (+/- 180 meters Scaled)
 GD0238
 GD0238                          SUPERSEDED SURVEY CONTROL
 GD0238
 GD0238  NGVD 29 (??/??/??)  130.732  (m)          428.91   (f) ADJUSTED    1 2
 GD0238
 GD0238.Superseded values are not recommended for survey control.
 GD0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0238.See file dsdata.txt to determine how the superseded data were derived.
 GD0238
 GD0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE848884(NAD 83)
 GD0238_MARKER: DB = BENCH MARK DISK
 GD0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0238_SP_SET: CULVERT
 GD0238_STAMPING: 429.097 A 19 1934
 GD0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0238
 GD0238  HISTORY     - Date     Condition        Report By
 GD0238  HISTORY     - 1934     MONUMENTED       CGS
 GD0238  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0238
 GD0238                          STATION DESCRIPTION
 GD0238
 GD0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GD0238'AT HOLLOW ROCK.
 GD0238'AT HOLLOW ROCK, CARROLL COUNTY, ON THE PADUCAH DIVISION OF THE
 GD0238'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY, 9 POLES SOUTH OF
 GD0238'MILEPOST 88, 40 FEET SOUTHWEST OF THE CROSSING OF AN OLD ROAD,
 GD0238'60 FEET NORTH OF THE CROSSING OF U.S. HIGHWAY 70, AT A CULVERT,
 GD0238'IN THE TOP OF THE WEST HEADWALL, AND 10 FEET WEST OF THE WEST
 GD0238'RAIL.  A STANDARD DISK, STAMPED 429.097 A 19 1934.  NOTE-- MONUMENT
 GD0238'BELIEVED GOOD, BUT UNDER 3 FT PLUS OR MINUS FILL OF NEW RD FILL,
 GD0238'DESCRIPTION SHOULD READ FROM OLD HWY 70 LOCATION.
 GD0238
 GD0238                          STATION RECOVERY (1971)
 GD0238
 GD0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1915 ***********************************************************************
 FB1915  DESIGNATION -  A 190
 FB1915  PID         -  FB1915
 FB1915  STATE/COUNTY-  TN/KNOX
 FB1915  USGS QUAD   -  KNOXVILLE (1978)
 FB1915
 FB1915                         *CURRENT SURVEY CONTROL
 FB1915  ___________________________________________________________________
 FB1915* NAD 83(1986)-  35 57 23.     (N)    083 55 34.     (W)     SCALED    
 FB1915* NAVD 88     -       279.327  (meters)     916.43   (feet)  POSTED    
 FB1915  ___________________________________________________________________
 FB1915  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1915  DYNAMIC HT  -         279.070 (meters)     915.58  (feet)  COMP
 FB1915  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 FB1915
 FB1915  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FB1915
 FB1915.The horizontal coordinates were scaled from a topographic map and have
 FB1915.an estimated accuracy of +/- 6 seconds.
 FB1915
 FB1915.The orthometric height was determined by differential leveling
 FB1915.and adjusted by the National Geodetic Survey in 1992..
 FB1915.No vertical observational check was made to the station.
 FB1915.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FB1915.was located on a no-check spur therefore a value was not computed.
 FB1915
 FB1915.The geoid height was determined by GEOID03.
 FB1915
 FB1915.The dynamic height is computed by dividing the NAVD 88
 FB1915.geopotential number by the normal gravity value computed on the
 FB1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1915.degrees latitude (g = 980.6199 gals.).
 FB1915
 FB1915.The modeled gravity was interpolated from observed gravity values.
 FB1915
 FB1915;                    North         East    Units  Estimated Accuracy
 FB1915;SPC TN       -   182,060.      787,070.      MT  (+/- 180 meters Scaled)
 FB1915
 FB1915                          SUPERSEDED SURVEY CONTROL
 FB1915
 FB1915  NGVD 29 (??/??/92)  279.467  (m)          916.88   (f) ADJ UNCH    1 2
 FB1915
 FB1915.Superseded values are not recommended for survey control.
 FB1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1915.See file dsdata.txt to determine how the superseded data were derived.
 FB1915
 FB1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360830(NAD 83)
 FB1915_MARKER: DB = BENCH MARK DISK
 FB1915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1915_SP_SET: PORCH
 FB1915_STAMPING: A 190 1950
 FB1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1915
 FB1915  HISTORY     - Date     Condition        Report By
 FB1915  HISTORY     - 1950     MONUMENTED       CGS
 FB1915
 FB1915                          STATION DESCRIPTION
 FB1915
 FB1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FB1915'AT KNOXVILLE.
 FB1915'AT KNOXVILLE, ON THE CAMPUS OF THE UNIVERSITY OF TENNESSEE, SET
 FB1915'IN THE TOP OF THE ENTRANCE PORCH OF THE EAST ENTRANCE TO PERKINS
 FB1915'HALL, 6 1/2 FEET SOUTH OF THE CENTER OF THE ENTRANCE, 1/2 FOOT
 FB1915'EAST OF THE EAST FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0851 ***********************************************************************
 FC0851  DESIGNATION -  A 191
 FC0851  PID         -  FC0851
 FC0851  STATE/COUNTY-  TN/MORGAN
 FC0851  USGS QUAD   -  HARRIMAN (1980)
 FC0851
 FC0851                         *CURRENT SURVEY CONTROL
 FC0851  ___________________________________________________________________
 FC0851* NAD 83(1986)-  35 59 10.     (N)    084 33 26.     (W)     SCALED    
 FC0851* NAVD 88     -       244.623  (meters)     802.57   (feet)  ADJUSTED  
 FC0851  ___________________________________________________________________
 FC0851  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0851  DYNAMIC HT  -         244.399 (meters)     801.83  (feet)  COMP
 FC0851  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 FC0851
 FC0851  VERT ORDER  -  FIRST     CLASS I
 FC0851
 FC0851.The horizontal coordinates were scaled from a topographic map and have
 FC0851.an estimated accuracy of +/- 6 seconds.
 FC0851
 FC0851.The orthometric height was determined by differential leveling
 FC0851.and adjusted by the National Geodetic Survey in June 1991..
 FC0851
 FC0851.The geoid height was determined by GEOID03.
 FC0851
 FC0851.The dynamic height is computed by dividing the NAVD 88
 FC0851.geopotential number by the normal gravity value computed on the
 FC0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0851.degrees latitude (g = 980.6199 gals.).
 FC0851
 FC0851.The modeled gravity was interpolated from observed gravity values.
 FC0851
 FC0851;                    North         East    Units  Estimated Accuracy
 FC0851;SPC TN       -   184,330.      730,100.      MT  (+/- 180 meters Scaled)
 FC0851
 FC0851                          SUPERSEDED SURVEY CONTROL
 FC0851
 FC0851  NGVD 29 (??/??/92)  244.736  (m)          802.94   (f) ADJ UNCH    1 1
 FC0851
 FC0851.Superseded values are not recommended for survey control.
 FC0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0851.See file dsdata.txt to determine how the superseded data were derived.
 FC0851
 FC0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE202851(NAD 83)
 FC0851_MARKER: DB = BENCH MARK DISK
 FC0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0851_SP_SET: WING WALL BRIDGE
 FC0851_STAMPING: A 191 1950 802.938
 FC0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0851
 FC0851  HISTORY     - Date     Condition        Report By
 FC0851  HISTORY     - 1950     MONUMENTED       CGS
 FC0851  HISTORY     - 1968     GOOD             NGS
 FC0851  HISTORY     - 1972     GOOD             TVA
 FC0851
 FC0851                          STATION DESCRIPTION
 FC0851
 FC0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0851'0.2 MI S FROM OAKDALE.
 FC0851'ABOUT 0.15 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0851'AT OAKDALE, 31 1/2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 FC0851'SET IN THE TOP OF THE NORTHEAST CONCRETE WING WALL OF THE CRAB
 FC0851'ORCHARD ROAD BRIDGE OVER THE EMORY RIVER, 16 1/2 FEET NORTH OF
 FC0851'THE CENTERLINE OF THE ROAD, 0.9 FOOT NORTH OF THE NORTH CONCRETE
 FC0851'GUARD RAIL ON THE BRIDGE, 34 FEET NORTH OF BENCH MARK F 49 H,
 FC0851'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ABOUT LEVEL WITH
 FC0851'THE TRACK.
 FC0851
 FC0851                          STATION RECOVERY (1972)
 FC0851
 FC0851'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1072 ***********************************************************************
 FC1072  DESIGNATION -  A 192
 FC1072  PID         -  FC1072
 FC1072  STATE/COUNTY-  TN/HAMILTON
 FC1072  USGS QUAD   -  GRAYSVILLE (1990)
 FC1072
 FC1072                         *CURRENT SURVEY CONTROL
 FC1072  ___________________________________________________________________
 FC1072* NAD 83(1986)-  35 25 19.     (N)    085 05 59.     (W)     SCALED    
 FC1072* NAVD 88     -       216.354  (meters)     709.82   (feet)  ADJUSTED  
 FC1072  ___________________________________________________________________
 FC1072  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1072  DYNAMIC HT  -         216.143 (meters)     709.13  (feet)  COMP
 FC1072  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 FC1072
 FC1072  VERT ORDER  -  FIRST     CLASS II
 FC1072
 FC1072.The horizontal coordinates were scaled from a topographic map and have
 FC1072.an estimated accuracy of +/- 6 seconds.
 FC1072
 FC1072.The orthometric height was determined by differential leveling
 FC1072.and adjusted by the National Geodetic Survey in June 1991..
 FC1072
 FC1072.The geoid height was determined by GEOID03.
 FC1072
 FC1072.The dynamic height is computed by dividing the NAVD 88
 FC1072.geopotential number by the normal gravity value computed on the
 FC1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1072.degrees latitude (g = 980.6199 gals.).
 FC1072
 FC1072.The modeled gravity was interpolated from observed gravity values.
 FC1072
 FC1072;                    North         East    Units  Estimated Accuracy
 FC1072;SPC TN       -   121,160.      681,760.      MT  (+/- 180 meters Scaled)
 FC1072
 FC1072                          SUPERSEDED SURVEY CONTROL
 FC1072
 FC1072  NGVD 29 (??/??/92)  216.412  (m)          710.01   (f) ADJ UNCH    1 2
 FC1072
 FC1072.Superseded values are not recommended for survey control.
 FC1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1072.See file dsdata.txt to determine how the superseded data were derived.
 FC1072
 FC1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE725214(NAD 83)
 FC1072_MARKER: DB = BENCH MARK DISK
 FC1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1072_STAMPING: A 192 1950
 FC1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1072+STABILITY: SURFACE MOTION
 FC1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1072+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 FC1072
 FC1072  HISTORY     - Date     Condition        Report By
 FC1072  HISTORY     - 1950     MONUMENTED       CGS
 FC1072  HISTORY     - 1972     GOOD             TVA
 FC1072  HISTORY     - 20060801 GOOD             CAS
 FC1072
 FC1072                          STATION DESCRIPTION
 FC1072
 FC1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1072'1.8 MI SW FROM GRAYSVILLE.
 FC1072'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1072'STATION AT GRAYSVILLE, ABOUT 0.1 MILE NORTH OF MILE POST 307,
 FC1072'AT A GRAVEL ROAD CROSSING, 46 FEET SOUTHEAST OF THE SOUTHEAST
 FC1072'RAIL, 202 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 156 1/2
 FC1072'FEET NORTHEAST OF THE CROSSING SIGN, 72 FEET NORTHWEST OF THE
 FC1072'CENTER LINE OF THE ROAD, 1 FOOT NORTHWEST OF A FENCE LINE, 13
 FC1072'FEET SOUTH OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A T.V.A.
 FC1072'STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE
 FC1072'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC1072
 FC1072                          STATION RECOVERY (1972)
 FC1072
 FC1072'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1072'RECOVERED IN GOOD CONDITION.
 FC1072
 FC1072                          STATION RECOVERY (2006)
 FC1072
 FC1072'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 FC1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0685 ***********************************************************************
 FC0685  DESIGNATION -  A 193
 FC0685  PID         -  FC0685
 FC0685  STATE/COUNTY-  TN/RHEA
 FC0685  USGS QUAD   -  PENNINE (1990)
 FC0685
 FC0685                         *CURRENT SURVEY CONTROL
 FC0685  ___________________________________________________________________
 FC0685* NAD 83(1986)-  35 38 52.     (N)    084 53 32.     (W)     SCALED    
 FC0685* NAVD 88     -       250.171  (meters)     820.77   (feet)  ADJUSTED  
 FC0685  ___________________________________________________________________
 FC0685  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC0685  DYNAMIC HT  -         249.933 (meters)     819.99  (feet)  COMP
 FC0685  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FC0685
 FC0685  VERT ORDER  -  FIRST     CLASS II
 FC0685
 FC0685.The horizontal coordinates were scaled from a topographic map and have
 FC0685.an estimated accuracy of +/- 6 seconds.
 FC0685
 FC0685.The orthometric height was determined by differential leveling
 FC0685.and adjusted by the National Geodetic Survey in June 1991..
 FC0685
 FC0685.The geoid height was determined by GEOID03.
 FC0685
 FC0685.The dynamic height is computed by dividing the NAVD 88
 FC0685.geopotential number by the normal gravity value computed on the
 FC0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0685.degrees latitude (g = 980.6199 gals.).
 FC0685
 FC0685.The modeled gravity was interpolated from observed gravity values.
 FC0685
 FC0685;                    North         East    Units  Estimated Accuracy
 FC0685;SPC TN       -   146,400.      700,320.      MT  (+/- 180 meters Scaled)
 FC0685
 FC0685                          SUPERSEDED SURVEY CONTROL
 FC0685
 FC0685  NGVD 29 (??/??/92)  250.248  (m)          821.02   (f) ADJ UNCH    1 2
 FC0685
 FC0685.Superseded values are not recommended for survey control.
 FC0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0685.See file dsdata.txt to determine how the superseded data were derived.
 FC0685
 FC0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE908469(NAD 83)
 FC0685_MARKER: DB = BENCH MARK DISK
 FC0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0685_STAMPING: A 193 1950
 FC0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0685+STABILITY: SURFACE MOTION
 FC0685
 FC0685  HISTORY     - Date     Condition        Report By
 FC0685  HISTORY     - 1950     MONUMENTED       CGS
 FC0685
 FC0685                          STATION DESCRIPTION
 FC0685
 FC0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0685'3.7 MI SW FROM SPRING CITY.
 FC0685'3.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0685'AT SPRING CITY, ABOUT 0.8 MILE NORTHEAST OF THE STATION SIGN
 FC0685'AT PENNINE, 112 YARDS NORTHEAST OF MILE POST 287, 94 YARDS NORTHEAST
 FC0685'OF A PRIVATE FIELD ROAD CROSSING, 47 FEET SOUTHEAST OF THE
 FC0685'SOUTHEAST RAIL OF THE MAIN TRACK, 29 FEET SOUTHEAST OF THE THIRD
 FC0685'POLE NORTHEAST OF THE PRIVATE FIELD ROAD CROSSING, 1 FOOT NORTHWEST
 FC0685'OF THE R/W FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FC0685'POST, 5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC0685'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0668 ***********************************************************************
 FC0668  DESIGNATION -  A 194
 FC0668  PID         -  FC0668
 FC0668  STATE/COUNTY-  TN/RHEA
 FC0668  USGS QUAD   -  RODDY (1976)
 FC0668
 FC0668                         *CURRENT SURVEY CONTROL
 FC0668  ___________________________________________________________________
 FC0668* NAD 83(1986)-  35 45 47.     (N)    084 46 55.     (W)     SCALED    
 FC0668* NAVD 88     -       238.708  (meters)     783.16   (feet)  ADJUSTED  
 FC0668  ___________________________________________________________________
 FC0668  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0668  DYNAMIC HT  -         238.484 (meters)     782.43  (feet)  COMP
 FC0668  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 FC0668
 FC0668  VERT ORDER  -  FIRST     CLASS II
 FC0668
 FC0668.The horizontal coordinates were scaled from a topographic map and have
 FC0668.an estimated accuracy of +/- 6 seconds.
 FC0668
 FC0668.The orthometric height was determined by differential leveling
 FC0668.and adjusted by the National Geodetic Survey in June 1991..
 FC0668
 FC0668.The geoid height was determined by GEOID03.
 FC0668
 FC0668.The dynamic height is computed by dividing the NAVD 88
 FC0668.geopotential number by the normal gravity value computed on the
 FC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0668.degrees latitude (g = 980.6199 gals.).
 FC0668
 FC0668.The modeled gravity was interpolated from observed gravity values.
 FC0668
 FC0668;                    North         East    Units  Estimated Accuracy
 FC0668;SPC TN       -   159,310.      710,140.      MT  (+/- 180 meters Scaled)
 FC0668
 FC0668                          SUPERSEDED SURVEY CONTROL
 FC0668
 FC0668  NGVD 29 (??/??/92)  238.798  (m)          783.46   (f) ADJ UNCH    1 2
 FC0668
 FC0668.Superseded values are not recommended for survey control.
 FC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0668.See file dsdata.txt to determine how the superseded data were derived.
 FC0668
 FC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE005599(NAD 83)
 FC0668_MARKER: DB = BENCH MARK DISK
 FC0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0668_STAMPING: A 194 1950
 FC0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0668+STABILITY: SURFACE MOTION
 FC0668
 FC0668  HISTORY     - Date     Condition        Report By
 FC0668  HISTORY     - 1950     MONUMENTED       CGS
 FC0668
 FC0668                          STATION DESCRIPTION
 FC0668
 FC0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0668'6.7 MI NE FROM SPRING CITY.
 FC0668'6.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0668'AT SPRING CITY, 183 YARDS SOUTHWEST OF A PRIVATE ROAD CROSSING,
 FC0668'AT THE NORTHEAST END OF A CUT, 260 FEET NORTHEAST OF A FENCE
 FC0668'CORNER IN R/W FENCE LINE, 46 FEET NORTHWEST OF THE NORTHWEST
 FC0668'RAIL, 1 FOOT SOUTHEAST OF THE FENCE LINE, 1 1/2 FEET NORTHEAST
 FC0668'OF A T.V.A. STEEL WITNESS POST, 2 FEET BELOW THE TRACK AND SET
 FC0668'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0714 ***********************************************************************
 FC0714  DESIGNATION -  A 195
 FC0714  PID         -  FC0714
 FC0714  STATE/COUNTY-  TN/ROANE
 FC0714  USGS QUAD   -  HARRIMAN (1980)
 FC0714
 FC0714                         *CURRENT SURVEY CONTROL
 FC0714  ___________________________________________________________________
 FC0714* NAD 83(1986)-  35 56 58.     (N)    084 31 59.     (W)     SCALED    
 FC0714* NAVD 88     -       233.053  (meters)     764.61   (feet)  ADJUSTED  
 FC0714  ___________________________________________________________________
 FC0714  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC0714  DYNAMIC HT  -         232.839 (meters)     763.91  (feet)  COMP
 FC0714  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FC0714
 FC0714  VERT ORDER  -  FIRST     CLASS I
 FC0714
 FC0714.The horizontal coordinates were scaled from a topographic map and have
 FC0714.an estimated accuracy of +/- 6 seconds.
 FC0714
 FC0714.The orthometric height was determined by differential leveling
 FC0714.and adjusted by the National Geodetic Survey in June 1991..
 FC0714
 FC0714.The geoid height was determined by GEOID03.
 FC0714
 FC0714.The dynamic height is computed by dividing the NAVD 88
 FC0714.geopotential number by the normal gravity value computed on the
 FC0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0714.degrees latitude (g = 980.6199 gals.).
 FC0714
 FC0714.The modeled gravity was interpolated from observed gravity values.
 FC0714
 FC0714;                    North         East    Units  Estimated Accuracy
 FC0714;SPC TN       -   180,300.      732,340.      MT  (+/- 180 meters Scaled)
 FC0714
 FC0714                          SUPERSEDED SURVEY CONTROL
 FC0714
 FC0714  NGVD 29 (??/??/92)  233.171  (m)          765.00   (f) ADJ UNCH    1 1
 FC0714
 FC0714.Superseded values are not recommended for survey control.
 FC0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0714.See file dsdata.txt to determine how the superseded data were derived.
 FC0714
 FC0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE225811(NAD 83)
 FC0714_MARKER: DB = BENCH MARK DISK
 FC0714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0714_SP_SET: BRIDGE
 FC0714_STAMPING: A 195 1950
 FC0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0714
 FC0714  HISTORY     - Date     Condition        Report By
 FC0714  HISTORY     - 1950     MONUMENTED       CGS
 FC0714  HISTORY     - 1968     GOOD             NGS
 FC0714
 FC0714                          STATION DESCRIPTION
 FC0714
 FC0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0714'1.6 MI NE FROM HARRIMAN.
 FC0714'ABOUT 0.1 MILE NORTHEAST ALONG ROANE STREET FROM THE POST OFFICE
 FC0714'AT HARRIMAN, THENCE 0.1 MILE NORTHWEST ALONG CRESCENT STREET,
 FC0714'THENCE 1.4 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY, SET IN
 FC0714'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 FC0714'OF A RAILROAD BRIDGE OVER BULLARD BRANCH, 9 1/2 RAILS SOUTHWEST
 FC0714'OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 6 1/2 FEET
 FC0714'SOUTHEAST OF THE SOUTHEAST RAIL, 66 FEET NORTHEAST OF THE
 FC0714'NORTHEAST END OF THE STEEL CENTER SPAN OF THE BRIDGE, AND ABOUT
 FC0714'2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0840 ***********************************************************************
 FC0840  DESIGNATION -  A 196
 FC0840  PID         -  FC0840
 FC0840  STATE/COUNTY-  TN/ROANE
 FC0840  USGS QUAD   -  HARRIMAN (1980)
 FC0840
 FC0840                         *CURRENT SURVEY CONTROL
 FC0840  ___________________________________________________________________
 FC0840* NAD 83(1986)-  35 56 48.     (N)    084 34 26.     (W)     SCALED    
 FC0840* NAVD 88     -       237.715  (meters)     779.90   (feet)  ADJUSTED  
 FC0840  ___________________________________________________________________
 FC0840  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC0840  DYNAMIC HT  -         237.498 (meters)     779.19  (feet)  COMP
 FC0840  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FC0840
 FC0840  VERT ORDER  -  FIRST     CLASS II
 FC0840
 FC0840.The horizontal coordinates were scaled from a topographic map and have
 FC0840.an estimated accuracy of +/- 6 seconds.
 FC0840
 FC0840.The orthometric height was determined by differential leveling
 FC0840.and adjusted by the National Geodetic Survey in June 1991..
 FC0840
 FC0840.The geoid height was determined by GEOID03.
 FC0840
 FC0840.The dynamic height is computed by dividing the NAVD 88
 FC0840.geopotential number by the normal gravity value computed on the
 FC0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0840.degrees latitude (g = 980.6199 gals.).
 FC0840
 FC0840.The modeled gravity was interpolated from observed gravity values.
 FC0840
 FC0840;                    North         East    Units  Estimated Accuracy
 FC0840;SPC TN       -   179,940.      728,660.      MT  (+/- 180 meters Scaled)
 FC0840
 FC0840                          SUPERSEDED SURVEY CONTROL
 FC0840
 FC0840  NGVD 29 (??/??/92)  237.831  (m)          780.28   (f) ADJ UNCH    1 2
 FC0840
 FC0840.Superseded values are not recommended for survey control.
 FC0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0840.See file dsdata.txt to determine how the superseded data were derived.
 FC0840
 FC0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE188807(NAD 83)
 FC0840_MARKER: DB = BENCH MARK DISK
 FC0840_SETTING: 66 = SET IN ROCK OUTCROP
 FC0840_SP_SET: ROCK CUT
 FC0840_STAMPING: A 196 1950
 FC0840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0840+STABILITY: POSITION/ELEVATION WELL
 FC0840
 FC0840  HISTORY     - Date     Condition        Report By
 FC0840  HISTORY     - 1950     MONUMENTED       CGS
 FC0840  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0840
 FC0840                          STATION DESCRIPTION
 FC0840
 FC0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0840'0.6 MI NW FROM HARRIMAN JUNCTION.
 FC0840'0.65 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0840'AT HARRIMAN JUNCTION, ABOUT 140 YARDS NORTHWEST OF A SWITCH STAND
 FC0840'AT NORTHWEST END OF A SIDE TRACK, ABOUT 223 YARDS SOUTHEAST OF
 FC0840'SEMAPHORE SIGNAL NO. 257.6, 141 FEET SOUTHEAST OF THE NORTHEAST
 FC0840'END OF A 10-INCH PIPE CULVERT UNDER TRACK, ABOUT 65 YARDS
 FC0840'SOUTHEAST OF A TELEPHONE BOOTH, SET IN THE TOP OF THE LOWER ONE
 FC0840'OF TWO SHELVES OF SOLID ROCK AT BOTTOM OF A ROCK CUT, 9 FEET
 FC0840'NORTHEAST OF THE NORTHEAST RAIL, 7.5 FEET NORTHWEST OF EDGE OF
 FC0840'ROCK LEDGE NEAREST TO TRACK, 1 FOOT SOUTHEAST OF POINT WHERE
 FC0840'BOTTOM LAYER EMERGES FROM TOP LAYER OF ROCK AND ABOUT 1/2 FOOT
 FC0840'ABOVE THE TRACK.
 FC0840
 FC0840                          STATION RECOVERY (1972)
 FC0840
 FC0840'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0922 ***********************************************************************
 GB0922  DESIGNATION -  A 197
 GB0922  PID         -  GB0922
 GB0922  STATE/COUNTY-  TN/SCOTT
 GB0922  USGS QUAD   -  ROBBINS (1980)
 GB0922
 GB0922                         *CURRENT SURVEY CONTROL
 GB0922  ___________________________________________________________________
 GB0922* NAD 83(1986)-  36 21 43.     (N)    084 35 00.     (W)     SCALED    
 GB0922* NAVD 88     -       412.961  (meters)    1354.86   (feet)  ADJUSTED  
 GB0922  ___________________________________________________________________
 GB0922  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0922  DYNAMIC HT  -         412.604 (meters)    1353.68  (feet)  COMP
 GB0922  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GB0922
 GB0922  VERT ORDER  -  FIRST     CLASS I
 GB0922
 GB0922.The horizontal coordinates were scaled from a topographic map and have
 GB0922.an estimated accuracy of +/- 6 seconds.
 GB0922
 GB0922.The orthometric height was determined by differential leveling
 GB0922.and adjusted by the National Geodetic Survey in June 1991..
 GB0922
 GB0922.The geoid height was determined by GEOID03.
 GB0922
 GB0922.The dynamic height is computed by dividing the NAVD 88
 GB0922.geopotential number by the normal gravity value computed on the
 GB0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0922.degrees latitude (g = 980.6199 gals.).
 GB0922
 GB0922.The modeled gravity was interpolated from observed gravity values.
 GB0922
 GB0922;                    North         East    Units  Estimated Accuracy
 GB0922;SPC TN       -   226,000.      727,140.      MT  (+/- 180 meters Scaled)
 GB0922
 GB0922                          SUPERSEDED SURVEY CONTROL
 GB0922
 GB0922  NGVD 29 (??/??/92)  413.087  (m)         1355.27   (f) ADJ UNCH    1 1
 GB0922
 GB0922.Superseded values are not recommended for survey control.
 GB0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0922.See file dsdata.txt to determine how the superseded data were derived.
 GB0922
 GB0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF168268(NAD 83)
 GB0922_MARKER: DB = BENCH MARK DISK
 GB0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0922_SP_SET: RETAINING WALL OF TUNNEL
 GB0922_STAMPING: A 197 1950
 GB0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0922
 GB0922  HISTORY     - Date     Condition        Report By
 GB0922  HISTORY     - 1950     MONUMENTED       CGS
 GB0922  HISTORY     - 1968     GOOD             NGS
 GB0922
 GB0922                          STATION DESCRIPTION
 GB0922
 GB0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0922'0.8 MI NE FROM ROBBINS.
 GB0922'ABOUT 0.75 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0922'STATION AT ROBBINS, SET IN THE TOP OF THE SOUTHWEST END OF
 GB0922'THE NORTHWEST CONCRETE AND STONE RETAINING WALL AT THE SOUTHWEST
 GB0922'END OF THE ROBBINS TUNNEL, 21 FEET SOUTHWEST OF THE ARCHED STONE
 GB0922'ENTRANCE TO THE TUNNEL, 7 1/2 FEET NORTHWEST OF THE NORTHWEST
 GB0922'RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- THIS
 GB0922'MARK APPEARS TO BE SOLID, BUT THE STONE AND CONCRETE IS BEGINNING
 GB0922'TO ERODE AND DECAY ON THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0006 ***********************************************************************
 GB0006  DESIGNATION -  A 198
 GB0006  PID         -  GB0006
 GB0006  STATE/COUNTY-  TN/SCOTT
 GB0006  USGS QUAD   -  WINFIELD (1982)
 GB0006
 GB0006                         *CURRENT SURVEY CONTROL
 GB0006  ___________________________________________________________________
 GB0006* NAD 83(1986)-  36 32 10.     (N)    084 28 13.     (W)     SCALED    
 GB0006* NAVD 88     -       434.206  (meters)    1424.56   (feet)  ADJUSTED  
 GB0006  ___________________________________________________________________
 GB0006  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GB0006  DYNAMIC HT  -         433.838 (meters)    1423.35  (feet)  COMP
 GB0006  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GB0006
 GB0006  VERT ORDER  -  FIRST     CLASS I
 GB0006
 GB0006.The horizontal coordinates were scaled from a topographic map and have
 GB0006.an estimated accuracy of +/- 6 seconds.
 GB0006
 GB0006.The orthometric height was determined by differential leveling
 GB0006.and adjusted by the National Geodetic Survey in June 1991..
 GB0006
 GB0006.The geoid height was determined by GEOID03.
 GB0006
 GB0006.The dynamic height is computed by dividing the NAVD 88
 GB0006.geopotential number by the normal gravity value computed on the
 GB0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0006.degrees latitude (g = 980.6199 gals.).
 GB0006
 GB0006.The modeled gravity was interpolated from observed gravity values.
 GB0006
 GB0006;                    North         East    Units  Estimated Accuracy
 GB0006;SPC TN       -   245,470.      736,980.      MT  (+/- 180 meters Scaled)
 GB0006
 GB0006                          SUPERSEDED SURVEY CONTROL
 GB0006
 GB0006  NGVD 29 (??/??/92)  434.334  (m)         1424.98   (f) ADJ UNCH    1 1
 GB0006
 GB0006.Superseded values are not recommended for survey control.
 GB0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0006.See file dsdata.txt to determine how the superseded data were derived.
 GB0006
 GB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF264463(NAD 83)
 GB0006_MARKER: DB = BENCH MARK DISK
 GB0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0006_STAMPING: A 198 1950
 GB0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0006+STABILITY: SURFACE MOTION
 GB0006
 GB0006  HISTORY     - Date     Condition        Report By
 GB0006  HISTORY     - 1950     MONUMENTED       CGS
 GB0006  HISTORY     - 1968     GOOD             NGS
 GB0006
 GB0006                          STATION DESCRIPTION
 GB0006
 GB0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0006'1.8 MI SW FROM WINFIELD.
 GB0006'ABOUT 1.85 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0006'POST OFFICE AT WINFIELD, 35 YARDS WEST OF THE WEST END OF A CUT
 GB0006'FOR THE RAILROAD, 42 FEE SOUTHEAST OF THE CENTER OF A CROSSING
 GB0006'OF THE RAILROAD AND A PRIVATE ROAD, 32 FEET SOUTH OF THE SOUTH
 GB0006'RAIL, 6 1/2 FEET EAST OF A METAL CORNER FENCE POST, 6 FEET
 GB0006'SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF A FENCE,
 GB0006'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 GB0006'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GB0006'WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2389 ***********************************************************************
 GA2389  DESIGNATION -  A 20
 GA2389  PID         -  GA2389
 GA2389  STATE/COUNTY-  TN/JEFFERSON
 GA2389  USGS QUAD   -  NEW MARKET (1987)
 GA2389
 GA2389                         *CURRENT SURVEY CONTROL
 GA2389  ___________________________________________________________________
 GA2389* NAD 83(1986)-  36 03 27.     (N)    083 33 36.     (W)     SCALED    
 GA2389* NAVD 88     -       324.07   (+/-2cm)    1063.2    (feet)  VERTCON   
 GA2389  ___________________________________________________________________
 GA2389  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2389
 GA2389  VERT ORDER  -  ? (See Below)
 GA2389
 GA2389.The horizontal coordinates were scaled from a topographic map and have
 GA2389.an estimated accuracy of +/- 6 seconds.
 GA2389
 GA2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2389.The vertical order pertains to the NGVD 29 superseded value.
 GA2389
 GA2389.The geoid height was determined by GEOID03.
 GA2389
 GA2389;                    North         East    Units  Estimated Accuracy
 GA2389;SPC TN       -   194,040.      819,810.      MT  (+/- 180 meters Scaled)
 GA2389
 GA2389                          SUPERSEDED SURVEY CONTROL
 GA2389
 GA2389  NGVD 29 (??/??/92)  324.214  (m)         1063.69   (f) ADJ UNCH    ?  
 GA2389
 GA2389.Superseded values are not recommended for survey control.
 GA2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2389.See file dsdata.txt to determine how the superseded data were derived.
 GA2389
 GA2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV694933(NAD 83)
 GA2389_MARKER: S = SPIKE
 GA2389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2389_SP_SET: TREE
 GA2389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2389
 GA2389  HISTORY     - Date     Condition        Report By
 GA2389  HISTORY     - UNK      MONUMENTED       TVA
 GA2389  HISTORY     - 1936     GOOD             TVA
 GA2389  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA2389
 GA2389                          STATION DESCRIPTION
 GA2389
 GA2389'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2389'1.2 MI W FROM FRIENDS STATION.
 GA2389'1.2 MILES WEST ALONG U.S. HIGHWAY 11 E FROM FRIENDS STATION,
 GA2389'JEFFERSON COUNTY, 2.1 MILES SOUTH ALONG THE SOURWOOD MOUNTAIN
 GA2389'COUNTY ROAD, AND 2.4 MILES EAST ALONG THE ROCKY VALLEY CHURCH
 GA2389'COUNTY ROAD, 0.7 MILE WEST OF ROCKY VALLEY CHURCH, 100 FEET
 GA2389'NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, AND IN THE ROOT
 GA2389'OF A 24-INCH POST OAK TREE.  A RAILROAD SPIKE.
 GA2389
 GA2389                          STATION RECOVERY (1961)
 GA2389
 GA2389'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA2389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0764 ***********************************************************************
 FE0764  DESIGNATION -  A 20
 FE0764  PID         -  FE0764
 FE0764  STATE/COUNTY-  TN/MADISON
 FE0764  USGS QUAD   -  BEECH BLUFF (1981)
 FE0764
 FE0764                         *CURRENT SURVEY CONTROL
 FE0764  ___________________________________________________________________
 FE0764* NAD 83(1986)-  35 36 26.     (N)    088 42 03.     (W)     SCALED    
 FE0764* NAVD 88     -       112.816  (meters)     370.13   (feet)  ADJUSTED  
 FE0764  ___________________________________________________________________
 FE0764  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0764  DYNAMIC HT  -         112.714 (meters)     369.80  (feet)  COMP
 FE0764  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 FE0764
 FE0764  VERT ORDER  -  SECOND    CLASS 0
 FE0764
 FE0764.The horizontal coordinates were scaled from a topographic map and have
 FE0764.an estimated accuracy of +/- 6 seconds.
 FE0764
 FE0764.The orthometric height was determined by differential leveling
 FE0764.and adjusted by the National Geodetic Survey in June 1991..
 FE0764
 FE0764.The geoid height was determined by GEOID03.
 FE0764
 FE0764.The dynamic height is computed by dividing the NAVD 88
 FE0764.geopotential number by the normal gravity value computed on the
 FE0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0764.degrees latitude (g = 980.6199 gals.).
 FE0764
 FE0764.The modeled gravity was interpolated from observed gravity values.
 FE0764
 FE0764;                    North         East    Units  Estimated Accuracy
 FE0764;SPC TN       -   144,710.      355,320.      MT  (+/- 180 meters Scaled)
 FE0764
 FE0764                          SUPERSEDED SURVEY CONTROL
 FE0764
 FE0764  NGVD 29 (??/??/??)  112.845  (m)          370.23   (f) ADJUSTED    2 0
 FE0764
 FE0764.Superseded values are not recommended for survey control.
 FE0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0764.See file dsdata.txt to determine how the superseded data were derived.
 FE0764
 FE0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE459417(NAD 83)
 FE0764_MARKER: DB = BENCH MARK DISK
 FE0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0764_STAMPING: 370.324 A 20 1934
 FE0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0764+STABILITY: SURFACE MOTION
 FE0764
 FE0764  HISTORY     - Date     Condition        Report By
 FE0764  HISTORY     - 1934     MONUMENTED       CGS
 FE0764  HISTORY     - 1937     GOOD             CGS
 FE0764
 FE0764                          STATION DESCRIPTION
 FE0764
 FE0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FE0764'4 MI W FROM BEECH BLUFF.
 FE0764'4.0 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0764'RAILWAY FROM BEECH BLUFF, MADISON COUNTY, 19-1/2 POLES WEST OF
 FE0764'MILEPOST 137, 40 FEET NORTH OF THE TRACK, 8 FEET WEST OF A ROAD
 FE0764'THROUGH A WOODS, AND 1 FOOT INSIDE THE RIGHT-OF-WAY FENCE.  A
 FE0764'STANDARD DISK, STAMPED 370.324 A 20 1934 AND SET IN THE TOP OF A
 FE0764'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0180 ***********************************************************************
 GB0180  DESIGNATION -  A 201
 GB0180  PID         -  GB0180
 GB0180  STATE/COUNTY-  TN/SCOTT
 GB0180  USGS QUAD   -  KETCHEN (1982)
 GB0180
 GB0180                         *CURRENT SURVEY CONTROL
 GB0180  ___________________________________________________________________
 GB0180* NAD 83(1986)-  36 35 12.     (N)    084 16 39.     (W)     SCALED    
 GB0180* NAVD 88     -       318.439  (meters)    1044.75   (feet)  ADJUSTED  
 GB0180  ___________________________________________________________________
 GB0180  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB0180  DYNAMIC HT  -         318.169 (meters)    1043.86  (feet)  COMP
 GB0180  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GB0180
 GB0180  VERT ORDER  -  SECOND    CLASS 0
 GB0180
 GB0180.The horizontal coordinates were scaled from a topographic map and have
 GB0180.an estimated accuracy of +/- 6 seconds.
 GB0180
 GB0180.The orthometric height was determined by differential leveling
 GB0180.and adjusted by the National Geodetic Survey in June 1991..
 GB0180
 GB0180.The geoid height was determined by GEOID03.
 GB0180
 GB0180.The dynamic height is computed by dividing the NAVD 88
 GB0180.geopotential number by the normal gravity value computed on the
 GB0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0180.degrees latitude (g = 980.6199 gals.).
 GB0180
 GB0180.The modeled gravity was interpolated from observed gravity values.
 GB0180
 GB0180;                    North         East    Units  Estimated Accuracy
 GB0180;SPC TN       -   251,370.      754,150.      MT  (+/- 180 meters Scaled)
 GB0180
 GB0180                          SUPERSEDED SURVEY CONTROL
 GB0180
 GB0180  NGVD 29 (??/??/92)  318.574  (m)         1045.19   (f) ADJ UNCH    2 0
 GB0180
 GB0180.Superseded values are not recommended for survey control.
 GB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0180.See file dsdata.txt to determine how the superseded data were derived.
 GB0180
 GB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF435524(NAD 83)
 GB0180_MARKER: DB = BENCH MARK DISK
 GB0180_SETTING: 66 = SET IN ROCK OUTCROP
 GB0180_SP_SET: ROCK OUTCROP
 GB0180_STAMPING: A 201 1951 1045.188
 GB0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0180+STABILITY: POSITION/ELEVATION WELL
 GB0180
 GB0180  HISTORY     - Date     Condition        Report By
 GB0180  HISTORY     - 1951     MONUMENTED       CGS
 GB0180  HISTORY     - 1957     GOOD             NGS
 GB0180
 GB0180                          STATION DESCRIPTION
 GB0180
 GB0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0180'5.5 MI SW FROM AYERS.
 GB0180'ABOUT 1.75 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 GB0180'AYERS, THENCE ABOUT 3.55 MILES SOUTHWEST ALONG A DIRT ROAD,
 GB0180'THENCE ABOUT 0.2 MILE SOUTH ALONG AN OLD LOGGING ROAD, ABOUT 100
 GB0180'YARDS SOUTHWEST OF A SAW DUST PILE AT AN OLD ABANDONED SAW MILL,
 GB0180'SET IN THE TOP OF A FLAT OUTCROP OF ROCK, 13 FEET EAST OF THE
 GB0180'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF THE NORTH EDGE OF ROCK
 GB0180'AND ABOUT 1 FOOT ABOVE THE ROAD.  NOTE-- MARK MAY BE REACHED
 GB0180'FROM THE CHURCH AND SCHOOL AT KETCHEN, TENNESSEE - SCOTT COUNTY
 GB0180'BY GOING ABOUT 1.95 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 GB0180'1.2 MILES NORTH ALONG AN OLD LOGGING ROAD.
 GB0180
 GB0180                          STATION RECOVERY (1957)
 GB0180
 GB0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0145 ***********************************************************************
 GB0145  DESIGNATION -  A 202
 GB0145  PID         -  GB0145
 GB0145  STATE/COUNTY-  TN/CAMPBELL
 GB0145  USGS QUAD   -  JELLICO WEST (1979)
 GB0145
 GB0145                         *CURRENT SURVEY CONTROL
 GB0145  ___________________________________________________________________
 GB0145* NAD 83(1986)-  36 31 51.     (N)    084 10 58.     (W)     SCALED    
 GB0145* NAVD 88     -       313.410  (meters)    1028.25   (feet)  ADJUSTED  
 GB0145  ___________________________________________________________________
 GB0145  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GB0145  DYNAMIC HT  -         313.134 (meters)    1027.34  (feet)  COMP
 GB0145  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 GB0145
 GB0145  VERT ORDER  -  SECOND    CLASS 0
 GB0145
 GB0145.The horizontal coordinates were scaled from a topographic map and have
 GB0145.an estimated accuracy of +/- 6 seconds.
 GB0145
 GB0145.The orthometric height was determined by differential leveling
 GB0145.and adjusted by the National Geodetic Survey in June 1991..
 GB0145
 GB0145.The geoid height was determined by GEOID03.
 GB0145
 GB0145.The dynamic height is computed by dividing the NAVD 88
 GB0145.geopotential number by the normal gravity value computed on the
 GB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0145.degrees latitude (g = 980.6199 gals.).
 GB0145
 GB0145.The modeled gravity was interpolated from observed gravity values.
 GB0145
 GB0145;                    North         East    Units  Estimated Accuracy
 GB0145;SPC TN       -   245,330.      762,740.      MT  (+/- 180 meters Scaled)
 GB0145
 GB0145                          SUPERSEDED SURVEY CONTROL
 GB0145
 GB0145  NGVD 29 (??/??/92)  313.542  (m)         1028.68   (f) ADJ UNCH    2 0
 GB0145
 GB0145.Superseded values are not recommended for survey control.
 GB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0145.See file dsdata.txt to determine how the superseded data were derived.
 GB0145
 GB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF522465(NAD 83)
 GB0145_MARKER: DB = BENCH MARK DISK
 GB0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0145_SP_SET: ABUTMENT
 GB0145_STAMPING: A 202 1951
 GB0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0145
 GB0145  HISTORY     - Date     Condition        Report By
 GB0145  HISTORY     - 1951     MONUMENTED       CGS
 GB0145  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB0145
 GB0145                          STATION DESCRIPTION
 GB0145
 GB0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0145'1.9 MI SW FROM NEWCOMB.
 GB0145'ABOUT 1.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0145'STATION AT NEWCOMB, ABOUT 0.2 MILE NORTHEAST OF A SHORT TUNNEL,
 GB0145'ABOUT 110 YARDS NORTHEAST OF MILE POST 60, SET IN THE TOP OF THE
 GB0145'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A RAILROAD BRIDGE
 GB0145'OVER ELK CREEK, 9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 1/2
 GB0145'FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, AND ABOUT
 GB0145'2 FEET BELOW THE TRACK.  NOTE-- THIS MARK IS ISOLATED AND COULD
 GB0145'NOT BE REACHED.
 GB0145
 GB0145                          STATION RECOVERY (1957)
 GB0145
 GB0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1373 ***********************************************************************
 GB1373  DESIGNATION -  A 204
 GB1373  PID         -  GB1373
 GB1373  STATE/COUNTY-  TN/PICKETT
 GB1373  USGS QUAD   -  MOODYVILLE (1962)
 GB1373
 GB1373                         *CURRENT SURVEY CONTROL
 GB1373  ___________________________________________________________________
 GB1373* NAD 83(1986)-  36 33 52.     (N)    085 02 01.     (W)     SCALED    
 GB1373* NAVD 88     -       269.518  (meters)     884.24   (feet)  ADJUSTED  
 GB1373  ___________________________________________________________________
 GB1373  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB1373  DYNAMIC HT  -         269.285 (meters)     883.48  (feet)  COMP
 GB1373  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GB1373
 GB1373  VERT ORDER  -  SECOND    CLASS 0
 GB1373
 GB1373.The horizontal coordinates were scaled from a topographic map and have
 GB1373.an estimated accuracy of +/- 6 seconds.
 GB1373
 GB1373.The orthometric height was determined by differential leveling
 GB1373.and adjusted by the National Geodetic Survey in June 1991..
 GB1373
 GB1373.The geoid height was determined by GEOID03.
 GB1373
 GB1373.The dynamic height is computed by dividing the NAVD 88
 GB1373.geopotential number by the normal gravity value computed on the
 GB1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1373.degrees latitude (g = 980.6199 gals.).
 GB1373
 GB1373.The modeled gravity was interpolated from observed gravity values.
 GB1373
 GB1373;                    North         East    Units  Estimated Accuracy
 GB1373;SPC TN       -   247,980.      686,510.      MT  (+/- 180 meters Scaled)
 GB1373
 GB1373                          SUPERSEDED SURVEY CONTROL
 GB1373
 GB1373  NGVD 29 (??/??/92)  269.643  (m)          884.65   (f) ADJ UNCH    2 0
 GB1373
 GB1373.Superseded values are not recommended for survey control.
 GB1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1373.See file dsdata.txt to determine how the superseded data were derived.
 GB1373
 GB1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF759483(NAD 83)
 GB1373_MARKER: DB = BENCH MARK DISK
 GB1373_SETTING: 66 = SET IN ROCK OUTCROP
 GB1373_SP_SET: ROCK OUTCROP
 GB1373_STAMPING: A 204 1951 884.654
 GB1373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1373+STABILITY: POSITION/ELEVATION WELL
 GB1373
 GB1373  HISTORY     - Date     Condition        Report By
 GB1373  HISTORY     - 1951     MONUMENTED       CGS
 GB1373  HISTORY     - 1958     GOOD             NGS
 GB1373
 GB1373                          STATION DESCRIPTION
 GB1373
 GB1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1373'1.6 MI W FROM FORBUS.
 GB1373'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 GB1373'AT FORBUS, ABOUT 1.3 MILES WEST OF PICKETT-FENTRESS COUNTY LINE,
 GB1373'ON NORTHWEST SLOPE OF A GRADE, IN THE TOP OF AN OUTCROP OF
 GB1373'LIMESTONE ABOUT 3 BY 4 FEET, 16 FEET NORTHEAST OF CENTER LINE
 GB1373'OF HIGHWAY, 297 FEET SOUTHEAST OF SOUTH CORNER OF A TAR PAPER
 GB1373'COVERED HOUSE, 228 FEET SOUTHEAST OF CENTER OF JUNCTION OF
 GB1373'HIGHWAY AND A PRIVATE ROAD LEADING SOUTHWEST, 52 FEET NORTH AND
 GB1373'ACROSS HIGHWAY FROM A CURVE SIGN POST, AND ABOUT 1 1/2 FEET
 GB1373'ABOVE HIGHWAY.
 GB1373
 GB1373                          STATION RECOVERY (1958)
 GB1373
 GB1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2393 ***********************************************************************
 GA2393  DESIGNATION -  A 21
 GA2393  PID         -  GA2393
 GA2393  STATE/COUNTY-  TN/JEFFERSON
 GA2393  USGS QUAD   -  NEW MARKET (1987)
 GA2393
 GA2393                         *CURRENT SURVEY CONTROL
 GA2393  ___________________________________________________________________
 GA2393* NAD 83(1986)-  36 01 38.     (N)    083 32 09.     (W)     SCALED    
 GA2393* NAVD 88     -       323.11   (+/-2cm)    1060.1    (feet)  VERTCON   
 GA2393  ___________________________________________________________________
 GA2393  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2393
 GA2393  VERT ORDER  -  ? (See Below)
 GA2393
 GA2393.The horizontal coordinates were scaled from a topographic map and have
 GA2393.an estimated accuracy of +/- 6 seconds.
 GA2393
 GA2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2393.The vertical order pertains to the NGVD 29 superseded value.
 GA2393
 GA2393.The geoid height was determined by GEOID03.
 GA2393
 GA2393;                    North         East    Units  Estimated Accuracy
 GA2393;SPC TN       -   190,730.      822,070.      MT  (+/- 180 meters Scaled)
 GA2393
 GA2393                          SUPERSEDED SURVEY CONTROL
 GA2393
 GA2393  NGVD 29 (??/??/92)  323.268  (m)         1060.59   (f) ADJ UNCH    ?  
 GA2393
 GA2393.Superseded values are not recommended for survey control.
 GA2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2393.See file dsdata.txt to determine how the superseded data were derived.
 GA2393
 GA2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV715899(NAD 83)
 GA2393_MARKER: DD = SURVEY DISK
 GA2393_SETTING: 66 = SET IN ROCK OUTCROP
 GA2393_SP_SET: ROCK OUTCROP
 GA2393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2393+STABILITY: POSITION/ELEVATION WELL
 GA2393
 GA2393  HISTORY     - Date     Condition        Report By
 GA2393  HISTORY     - UNK      MONUMENTED       TVA
 GA2393  HISTORY     - 1936     GOOD             TVA
 GA2393  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA2393
 GA2393                          STATION DESCRIPTION
 GA2393
 GA2393'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2393'0.4 MI W FROM PIEDMONT.
 GA2393'0.4 MILE WEST ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON
 GA2393'COUNTY, 70 FEET EAST OF PIEDMONT CEMETERY, NEAR THE FENCE LINE
 GA2393'ON THE SOUTH EDGE OF THE ROAD, AND ON THE TOP OF A ROCK OUTCROP.
 GA2393'A CHISELED HIGH POINT ON THE OUTCROP.
 GA2393
 GA2393                          STATION RECOVERY (1961)
 GA2393
 GA2393'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA2393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0115 ***********************************************************************
 FE0115  DESIGNATION -  A 21
 FE0115  PID         -  FE0115
 FE0115  STATE/COUNTY-  TN/DECATUR
 FE0115  USGS QUAD   -  JEANNETTE (1986)
 FE0115
 FE0115                         *CURRENT SURVEY CONTROL
 FE0115  ___________________________________________________________________
 FE0115* NAD 83(1986)-  35 37 41.     (N)    088 02 08.     (W)     SCALED    
 FE0115* NAVD 88     -       130.995  (meters)     429.77   (feet)  ADJUSTED  
 FE0115  ___________________________________________________________________
 FE0115  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0115  DYNAMIC HT  -         130.879 (meters)     429.39  (feet)  COMP
 FE0115  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FE0115
 FE0115  VERT ORDER  -  FIRST     CLASS II
 FE0115
 FE0115.The horizontal coordinates were scaled from a topographic map and have
 FE0115.an estimated accuracy of +/- 6 seconds.
 FE0115
 FE0115.The orthometric height was determined by differential leveling
 FE0115.and adjusted by the National Geodetic Survey in June 1991..
 FE0115
 FE0115.The geoid height was determined by GEOID03.
 FE0115
 FE0115.The dynamic height is computed by dividing the NAVD 88
 FE0115.geopotential number by the normal gravity value computed on the
 FE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0115.degrees latitude (g = 980.6199 gals.).
 FE0115
 FE0115.The modeled gravity was interpolated from observed gravity values.
 FE0115
 FE0115;                    North         East    Units  Estimated Accuracy
 FE0115;SPC TN       -   145,570.      415,630.      MT  (+/- 180 meters Scaled)
 FE0115
 FE0115                          SUPERSEDED SURVEY CONTROL
 FE0115
 FE0115  NGVD 29 (??/??/??)  131.010  (m)          429.82   (f) ADJUSTED    1 2
 FE0115
 FE0115.Superseded values are not recommended for survey control.
 FE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0115.See file dsdata.txt to determine how the superseded data were derived.
 FE0115
 FE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE062431(NAD 83)
 FE0115_MARKER: DB = BENCH MARK DISK
 FE0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0115_SP_SET: BRIDGE
 FE0115_STAMPING: A 21 1934 429.855
 FE0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0115
 FE0115  HISTORY     - Date     Condition        Report By
 FE0115  HISTORY     - 1934     MONUMENTED       CGS
 FE0115  HISTORY     - 1947     GOOD             CGS
 FE0115
 FE0115                          STATION DESCRIPTION
 FE0115
 FE0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0115'5.5 MI E FROM PARSONS.
 FE0115'5.5 MILES EAST ALONG STATE HIGHWAY 20 AND 100 FROM THE POST
 FE0115'OFFICE AT PARSONS, AT THE WEST END OF THE HIGHWAY BRIDGE
 FE0115'OVER THE TENNESSEE RIVER, SET IN THE TOP OF THE WEST END OF
 FE0115'THE CONCRETE BASE OF THE SOUTH CONCRETE BRIDGE RAILING, 9 FEET
 FE0115'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF THE WEST
 FE0115'END OF THE BRIDGE RAILING, AND ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1252 ***********************************************************************
 FE1252  DESIGNATION -  A 212
 FE1252  PID         -  FE1252
 FE1252  STATE/COUNTY-  TN/SHELBY
 FE1252  USGS QUAD   -  ELLENDALE (1993)
 FE1252
 FE1252                         *CURRENT SURVEY CONTROL
 FE1252  ___________________________________________________________________
 FE1252* NAD 83(1986)-  35 12 57.     (N)    089 51 20.     (W)     SCALED    
 FE1252* NAVD 88     -        88.300  (meters)     289.70   (feet)  ADJUSTED  
 FE1252  ___________________________________________________________________
 FE1252  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1252  DYNAMIC HT  -          88.220 (meters)     289.44  (feet)  COMP
 FE1252  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 FE1252
 FE1252  VERT ORDER  -  SECOND    CLASS 0
 FE1252
 FE1252.The horizontal coordinates were scaled from a topographic map and have
 FE1252.an estimated accuracy of +/- 6 seconds.
 FE1252
 FE1252.The orthometric height was determined by differential leveling
 FE1252.and adjusted by the National Geodetic Survey in June 1991..
 FE1252
 FE1252.The geoid height was determined by GEOID03.
 FE1252
 FE1252.The dynamic height is computed by dividing the NAVD 88
 FE1252.geopotential number by the normal gravity value computed on the
 FE1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1252.degrees latitude (g = 980.6199 gals.).
 FE1252
 FE1252.The modeled gravity was interpolated from observed gravity values.
 FE1252
 FE1252;                    North         East    Units  Estimated Accuracy
 FE1252;SPC TN       -   104,830.      249,050.      MT  (+/- 180 meters Scaled)
 FE1252
 FE1252                          SUPERSEDED SURVEY CONTROL
 FE1252
 FE1252  NGVD 29 (??/??/??)   88.284  (m)          289.65   (f) ADJUSTED    2 0
 FE1252
 FE1252.Superseded values are not recommended for survey control.
 FE1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1252.See file dsdata.txt to determine how the superseded data were derived.
 FE1252
 FE1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE400007(NAD 83)
 FE1252_MARKER: DB = BENCH MARK DISK
 FE1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1252_STAMPING: A 212 1958
 FE1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1252+STABILITY: SURFACE MOTION
 FE1252
 FE1252  HISTORY     - Date     Condition        Report By
 FE1252  HISTORY     - 1958     MONUMENTED       CGS
 FE1252  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1252
 FE1252                          STATION DESCRIPTION
 FE1252
 FE1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1252'AT BARTLETT.
 FE1252'ABOUT 1.1 MI NORTHEAST ALONG THE L. AND N. RR FROM THE CROSSING OF
 FE1252'STAGE ROAD IN BARTLETT.  118.4 FT. WEST OF MILE POST 364, 45.9 FT.
 FE1252'SOUTHEAST OF THE SOUTHEAST RAIL, 5.0 FT. NORTHWEST OF THE RIGHT
 FE1252'OF WAY FENCE, 4 FT. NORTHWEST OF A TELEGRAPH POLE, 2 FT. SOUTHEAST
 FE1252'OF A WHITE WOODEN WITNESS POST, A C AND GS DISK SET IN TOP OF A
 FE1252'CONCRETE POST PROJECTING 8 INCHES, ABOUT 2 FT. BELOW THE LEVEL
 FE1252'OF THE TRACK.
 FE1252
 FE1252                          STATION RECOVERY (1992)
 FE1252
 FE1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1252'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1309 ***********************************************************************
 FE1309  DESIGNATION -  A 213
 FE1309  PID         -  FE1309
 FE1309  STATE/COUNTY-  TN/FAYETTE
 FE1309  USGS QUAD   -  GALLAWAY (1981)
 FE1309
 FE1309                         *CURRENT SURVEY CONTROL
 FE1309  ___________________________________________________________________
 FE1309* NAD 83(1986)-  35 20 06.     (N)    089 31 32.     (W)     SCALED    
 FE1309* NAVD 88     -       103.659  (meters)     340.09   (feet)  ADJUSTED  
 FE1309  ___________________________________________________________________
 FE1309  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1309  DYNAMIC HT  -         103.566 (meters)     339.78  (feet)  COMP
 FE1309  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FE1309
 FE1309  VERT ORDER  -  SECOND    CLASS 0
 FE1309
 FE1309.The horizontal coordinates were scaled from a topographic map and have
 FE1309.an estimated accuracy of +/- 6 seconds.
 FE1309
 FE1309.The orthometric height was determined by differential leveling
 FE1309.and adjusted by the National Geodetic Survey in June 1991..
 FE1309
 FE1309.The geoid height was determined by GEOID03.
 FE1309
 FE1309.The dynamic height is computed by dividing the NAVD 88
 FE1309.geopotential number by the normal gravity value computed on the
 FE1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1309.degrees latitude (g = 980.6199 gals.).
 FE1309
 FE1309.The modeled gravity was interpolated from observed gravity values.
 FE1309
 FE1309;                    North         East    Units  Estimated Accuracy
 FE1309;SPC TN       -   116,910.      279,550.      MT  (+/- 180 meters Scaled)
 FE1309
 FE1309                          SUPERSEDED SURVEY CONTROL
 FE1309
 FE1309  NGVD 29 (??/??/??)  103.638  (m)          340.02   (f) ADJUSTED    2 0
 FE1309
 FE1309.Superseded values are not recommended for survey control.
 FE1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1309.See file dsdata.txt to determine how the superseded data were derived.
 FE1309
 FE1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE704131(NAD 83)
 FE1309_MARKER: DB = BENCH MARK DISK
 FE1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1309_STAMPING: A 213 1958
 FE1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1309+STABILITY: SURFACE MOTION
 FE1309
 FE1309  HISTORY     - Date     Condition        Report By
 FE1309  HISTORY     - 1958     MONUMENTED       CGS
 FE1309  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1309
 FE1309                          STATION DESCRIPTION
 FE1309
 FE1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1309'4.6 MI SE FROM BRADEN.
 FE1309'3.2 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1309'CROSSING AT BRADEN, THENCE 0.15 MILE WEST ALONG A DIRT ROAD,
 FE1309'THENCE 1.2 MILES SOUTH ALONG A TRAIL ROAD, 1.0 MILE EAST FROM
 FE1309'B.M. B 213, 160.0 FT NORTH OF THE CENTER LINE OF A GRAVEL ROAD,
 FE1309'120.0 FT. NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE 12.5
 FE1309'FT. EAST OF THE CENTER LINE OF A DIRT ROAD, 2.8 FT NORTHWEST OF
 FE1309'THE SOUTHWEST FENCE CORNER, 1.6 FT. SOUTH OF A WHITE WOODEN
 FE1309'WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1309'PROJECTING 3 INCHES.
 FE1309
 FE1309                          STATION RECOVERY (2002)
 FE1309
 FE1309'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1309'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0826 ***********************************************************************
 FE0826  DESIGNATION -  A 214
 FE0826  PID         -  FE0826
 FE0826  STATE/COUNTY-  TN/HAYWOOD
 FE0826  USGS QUAD   -  SUNNYHILL (1983)
 FE0826
 FE0826                         *CURRENT SURVEY CONTROL
 FE0826  ___________________________________________________________________
 FE0826* NAD 83(1986)-  35 32 57.     (N)    089 12 56.     (W)     SCALED    
 FE0826* NAVD 88     -       100.302  (meters)     329.07   (feet)  ADJUSTED  
 FE0826  ___________________________________________________________________
 FE0826  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE0826  DYNAMIC HT  -         100.213 (meters)     328.78  (feet)  COMP
 FE0826  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 FE0826
 FE0826  VERT ORDER  -  SECOND    CLASS 0
 FE0826
 FE0826.The horizontal coordinates were scaled from a topographic map and have
 FE0826.an estimated accuracy of +/- 6 seconds.
 FE0826
 FE0826.The orthometric height was determined by differential leveling
 FE0826.and adjusted by the National Geodetic Survey in June 1991..
 FE0826
 FE0826.The geoid height was determined by GEOID03.
 FE0826
 FE0826.The dynamic height is computed by dividing the NAVD 88
 FE0826.geopotential number by the normal gravity value computed on the
 FE0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0826.degrees latitude (g = 980.6199 gals.).
 FE0826
 FE0826.The modeled gravity was interpolated from observed gravity values.
 FE0826
 FE0826;                    North         East    Units  Estimated Accuracy
 FE0826;SPC TN       -   139,690.      308,500.      MT  (+/- 180 meters Scaled)
 FE0826
 FE0826                          SUPERSEDED SURVEY CONTROL
 FE0826
 FE0826  NGVD 29 (??/??/??)  100.312  (m)          329.11   (f) ADJUSTED    2 0
 FE0826
 FE0826.Superseded values are not recommended for survey control.
 FE0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0826.See file dsdata.txt to determine how the superseded data were derived.
 FE0826
 FE0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE991362(NAD 83)
 FE0826_MARKER: DB = BENCH MARK DISK
 FE0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0826_STAMPING: A 214 1959
 FE0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0826+STABILITY: SURFACE MOTION
 FE0826
 FE0826  HISTORY     - Date     Condition        Report By
 FE0826  HISTORY     - 1959     MONUMENTED       CGS
 FE0826  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0826
 FE0826                          STATION DESCRIPTION
 FE0826
 FE0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0826'6.9 MI SE FROM BROWNSVILLE.
 FE0826'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0826'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0826'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0826'ROAD, 147 FT. NORTHWEST OF THE CENTER OF THE INTERSTATE HIGHWAY,
 FE0826'25 FT. NORTHEAST OF THE CENTER OF THE NORTH END OF A WOODEN
 FE0826'BRIDGE, 18 FT. EAST OF THE CENTER OF A PAVED ROAD, 17 FT. WEST
 FE0826'OF THE WEST BANK OF A SMALL CREEK, 1.5 FT. SOUTH OF A WITNESS
 FE0826'POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE0826'2 INCHES.
 FE0826
 FE0826                          STATION RECOVERY (2002)
 FE0826
 FE0826'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0826'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0827 ***********************************************************************
 FE0827  DESIGNATION -  A 214 RESET
 FE0827  PID         -  FE0827
 FE0827  STATE/COUNTY-  TN/HAYWOOD
 FE0827  USGS QUAD   -  SUNNYHILL (1983)
 FE0827
 FE0827                         *CURRENT SURVEY CONTROL
 FE0827  ___________________________________________________________________
 FE0827* NAD 83(1986)-  35 32 57.     (N)    089 12 56.     (W)     SCALED    
 FE0827* NAVD 88     -       100.40   (+/-2cm)     329.4    (feet)  VERTCON   
 FE0827  ___________________________________________________________________
 FE0827  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE0827
 FE0827  VERT ORDER  -  THIRD (See Below)
 FE0827
 FE0827.The horizontal coordinates were scaled from a topographic map and have
 FE0827.an estimated accuracy of +/- 6 seconds.
 FE0827
 FE0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0827.The vertical order pertains to the NGVD 29 superseded value.
 FE0827
 FE0827.The geoid height was determined by GEOID03.
 FE0827
 FE0827;                    North         East    Units  Estimated Accuracy
 FE0827;SPC TN       -   139,690.      308,500.      MT  (+/- 180 meters Scaled)
 FE0827
 FE0827                          SUPERSEDED SURVEY CONTROL
 FE0827
 FE0827  NGVD 29 (??/??/??)  100.41   (m)          329.4    (f) RESET       3  
 FE0827
 FE0827.Superseded values are not recommended for survey control.
 FE0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0827.See file dsdata.txt to determine how the superseded data were derived.
 FE0827
 FE0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE991362(NAD 83)
 FE0827_MARKER: DD = SURVEY DISK
 FE0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0827_STAMPING: A 214 RESET 1960
 FE0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0827+STABILITY: SURFACE MOTION
 FE0827
 FE0827  HISTORY     - Date     Condition        Report By
 FE0827  HISTORY     - 1960     MONUMENTED       TNHD
 FE0827
 FE0827                          STATION DESCRIPTION
 FE0827
 FE0827'DESCRIBED BY TN HIGHWAY DEPT 1960
 FE0827'6.9 MI SE FROM BROWNSVILLE.
 FE0827'THE MARK IS LOCATED 0.6 MILE EAST ALONG HIGHWAY 70 FROM THE
 FE0827'COURTHOUSE IN BROWNSVILLE, THENCE 3.75 MILES SOUTH-SOUTHWEST
 FE0827'ON HIGHWAY 76, THENCE 1.9 MILES EAST ON A PAVED ROAD, THENCE
 FE0827'0.65 MILES NORTH ON A PAVED ROAD, 331 FEET NORTHWEST OF THE
 FE0827'CENTER OF INTERSTATE HIGHWAY, 35 FEET NORTH OF WEST END OF
 FE0827'CONCRETE BOX CULVERT, 82 FEET WEST OF THE CENTER OF A PAVED
 FE0827'CROSS ROAD OVER INTERSTATE HIGHWAY, 2 FEET SOUTH OF A WITNESS
 FE0827'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1445 ***********************************************************************
 FE1445  DESIGNATION -  A 215
 FE1445  PID         -  FE1445
 FE1445  STATE/COUNTY-  TN/SHELBY
 FE1445  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1445
 FE1445                         *CURRENT SURVEY CONTROL
 FE1445  ___________________________________________________________________
 FE1445* NAD 83(1986)-  35 11 24.     (N)    089 55 57.     (W)     SCALED    
 FE1445* NAVD 88     -        77.261  (meters)     253.48   (feet)  ADJUSTED  
 FE1445  ___________________________________________________________________
 FE1445  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1445  DYNAMIC HT  -          77.191 (meters)     253.25  (feet)  COMP
 FE1445  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 FE1445
 FE1445  VERT ORDER  -  SECOND    CLASS 0
 FE1445
 FE1445.The horizontal coordinates were scaled from a topographic map and have
 FE1445.an estimated accuracy of +/- 6 seconds.
 FE1445
 FE1445.The orthometric height was determined by differential leveling
 FE1445.and adjusted by the National Geodetic Survey in June 1991..
 FE1445
 FE1445.The geoid height was determined by GEOID03.
 FE1445
 FE1445.The dynamic height is computed by dividing the NAVD 88
 FE1445.geopotential number by the normal gravity value computed on the
 FE1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1445.degrees latitude (g = 980.6199 gals.).
 FE1445
 FE1445.The modeled gravity was interpolated from observed gravity values.
 FE1445
 FE1445;                    North         East    Units  Estimated Accuracy
 FE1445;SPC TN       -   102,240.      241,930.      MT  (+/- 180 meters Scaled)
 FE1445
 FE1445                          SUPERSEDED SURVEY CONTROL
 FE1445
 FE1445  NGVD 29 (??/??/??)   77.240  (m)          253.41   (f) ADJUSTED    2 0
 FE1445
 FE1445.Superseded values are not recommended for survey control.
 FE1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1445.See file dsdata.txt to determine how the superseded data were derived.
 FE1445
 FE1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD329980(NAD 83)
 FE1445_MARKER: DB = BENCH MARK DISK
 FE1445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1445_SP_SET: FOUNDATION
 FE1445_STAMPING: A 215 1959
 FE1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1445+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1445
 FE1445  HISTORY     - Date     Condition        Report By
 FE1445  HISTORY     - 1959     MONUMENTED       CGS
 FE1445  HISTORY     - 1959     GOOD             CGS
 FE1445  HISTORY     - 19950122 GOOD             TN1620
 FE1445  HISTORY     - 20021015 GOOD             USACE
 FE1445
 FE1445                          STATION DESCRIPTION
 FE1445
 FE1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1445'IN MEMPHIS.
 FE1445'THIS MARK IS 0.3 MILE WEST OF THE INTERSECTION OF JACKSON AVE.
 FE1445'AND RONNIE ROAD, 78 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE1445'BRICK HOUSE, 77 FT. WEST OF THE WEST EDGE OF RONNIE ROAD ISLAND,
 FE1445'A C AND GS DISK DRILLED IN THE NORTHWEST LEG FOUNDATION OF A
 FE1445'POWER LINE TOWER JUST WEST OF THE INTERSECTION OF RONNIE ROAD AND
 FE1445'BROCK LINE ROAD.  THIS MARK IS ABOUT 1.0 MILE EAST OF STATION
 FE1445'CHAPEL.
 FE1445
 FE1445                          STATION RECOVERY (1995)
 FE1445
 FE1445'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1445'RECOVERED IN GOOD CONDITION.
 FE1445
 FE1445                          STATION RECOVERY (2002)
 FE1445
 FE1445'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0646 ***********************************************************************
 FE0646  DESIGNATION -  A 216
 FE0646  PID         -  FE0646
 FE0646  STATE/COUNTY-  TN/MADISON
 FE0646  USGS QUAD   -  CLAYBROOK (1980)
 FE0646
 FE0646                         *CURRENT SURVEY CONTROL
 FE0646  ___________________________________________________________________
 FE0646* NAD 83(1986)-  35 42 48.     (N)    088 38 59.     (W)     SCALED    
 FE0646* NAVD 88     -       168.827  (meters)     553.89   (feet)  ADJUSTED  
 FE0646  ___________________________________________________________________
 FE0646  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0646  DYNAMIC HT  -         168.677 (meters)     553.40  (feet)  COMP
 FE0646  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FE0646
 FE0646  VERT ORDER  -  SECOND    CLASS 0
 FE0646
 FE0646.The horizontal coordinates were scaled from a topographic map and have
 FE0646.an estimated accuracy of +/- 6 seconds.
 FE0646
 FE0646.The orthometric height was determined by differential leveling
 FE0646.and adjusted by the National Geodetic Survey in June 1991..
 FE0646
 FE0646.The geoid height was determined by GEOID03.
 FE0646
 FE0646.The dynamic height is computed by dividing the NAVD 88
 FE0646.geopotential number by the normal gravity value computed on the
 FE0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0646.degrees latitude (g = 980.6199 gals.).
 FE0646
 FE0646.The modeled gravity was interpolated from observed gravity values.
 FE0646
 FE0646;                    North         East    Units  Estimated Accuracy
 FE0646;SPC TN       -   156,360.      360,270.      MT  (+/- 180 meters Scaled)
 FE0646
 FE0646                          SUPERSEDED SURVEY CONTROL
 FE0646
 FE0646  NGVD 29 (??/??/??)  168.858  (m)          554.00   (f) ADJUSTED    2 0
 FE0646
 FE0646.Superseded values are not recommended for survey control.
 FE0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0646.See file dsdata.txt to determine how the superseded data were derived.
 FE0646
 FE0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE507534(NAD 83)
 FE0646_MARKER: DB = BENCH MARK DISK
 FE0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0646_STAMPING: A 216 1959
 FE0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0646+STABILITY: SURFACE MOTION
 FE0646
 FE0646  HISTORY     - Date     Condition        Report By
 FE0646  HISTORY     - 1959     MONUMENTED       CGS
 FE0646  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0646  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0646
 FE0646                          STATION DESCRIPTION
 FE0646
 FE0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0646'21.3 MI NE FROM JACKSON.
 FE0646'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0646'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0646'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0646'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0646'3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 1.95 MILES
 FE0646'NORTHEAST ALONG HARTMAS LANE, THENCE 0.3 MILE SOUTH ALONG A
 FE0646'GRAVELED ROAD.  IT IS APPROXIMATELY 150 FEET SOUTHEAST OF THE
 FE0646'CENTER OF INTERSTATE HIGHWAY, 14 FEET WEST OF THE CENTER OF A
 FE0646'GRAVELED ROAD, 11 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 1.8
 FE0646'FEET SOUTH OF A WITNESS SIGN AND 1 FOOT EAST OF A FENCE LINE.
 FE0646'THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FE0646'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FE0646
 FE0646                          STATION RECOVERY (2002)
 FE0646
 FE0646'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0646'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION.
 FE0646
 FE0646                          STATION RECOVERY (2002)
 FE0646
 FE0646'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0646'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0029 ***********************************************************************
 FE0029  DESIGNATION -  A 217
 FE0029  PID         -  FE0029
 FE0029  STATE/COUNTY-  TN/DECATUR
 FE0029  USGS QUAD   -  HOLLADAY (1987)
 FE0029
 FE0029                         *CURRENT SURVEY CONTROL
 FE0029  ___________________________________________________________________
 FE0029* NAD 83(1986)-  35 49 16.     (N)    088 08 04.     (W)     SCALED    
 FE0029* NAVD 88     -       177.604  (meters)     582.69   (feet)  ADJUSTED  
 FE0029  ___________________________________________________________________
 FE0029  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0029  DYNAMIC HT  -         177.449 (meters)     582.18  (feet)  COMP
 FE0029  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 FE0029
 FE0029  VERT ORDER  -  SECOND    CLASS 0
 FE0029
 FE0029.The horizontal coordinates were scaled from a topographic map and have
 FE0029.an estimated accuracy of +/- 6 seconds.
 FE0029
 FE0029.The orthometric height was determined by differential leveling
 FE0029.and adjusted by the National Geodetic Survey in June 1991..
 FE0029
 FE0029.The geoid height was determined by GEOID03.
 FE0029
 FE0029.The dynamic height is computed by dividing the NAVD 88
 FE0029.geopotential number by the normal gravity value computed on the
 FE0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0029.degrees latitude (g = 980.6199 gals.).
 FE0029
 FE0029.The modeled gravity was interpolated from observed gravity values.
 FE0029
 FE0029;                    North         East    Units  Estimated Accuracy
 FE0029;SPC TN       -   167,170.      407,140.      MT  (+/- 180 meters Scaled)
 FE0029
 FE0029                          SUPERSEDED SURVEY CONTROL
 FE0029
 FE0029  NGVD 29 (??/??/??)  177.625  (m)          582.76   (f) ADJUSTED    2 0
 FE0029
 FE0029.Superseded values are not recommended for survey control.
 FE0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0029.See file dsdata.txt to determine how the superseded data were derived.
 FE0029
 FE0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE975647(NAD 83)
 FE0029_MARKER: DB = BENCH MARK DISK
 FE0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0029_STAMPING: A 217 1959
 FE0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0029+STABILITY: SURFACE MOTION
 FE0029
 FE0029  HISTORY     - Date     Condition        Report By
 FE0029  HISTORY     - 1959     MONUMENTED       CGS
 FE0029  HISTORY     - 1972     GOOD             TVA
 FE0029
 FE0029                          STATION DESCRIPTION
 FE0029
 FE0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0029'24.2 MI E FROM YUMA.
 FE0029'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0029'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0029'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO A
 FE0029'T JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0029'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD,
 FE0029'THENCE 2.85 MILES SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.6 MILES
 FE0029'NORTH-NORTHEAST ON A GRAVELED ROAD, THENCE 1.9 MILES EAST AND
 FE0029'SOUTH ON ROBERTSON TRAIL, THENCE 1.5 MILE NORTHEAST ON SHILOH
 FE0029'TRAIL, THENCE 2.4 MILES EAST AND SOUTH ON A GRAVELED ROAD,
 FE0029'THENCE 1.5 MILE EAST ON A GRAVELED ROAD, THENCE 0.75 EAST AND
 FE0029'SOUTH ON GRAVELED ROAD, THENCE 0.4 MILE EAST ON GRAVELED ROAD,
 FE0029'THENCE 0.4 MILE EAST ON GRAVELED ROAD, ABOUT 160 FEET SOUTHWEST
 FE0029'OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY 40, 171 FEET
 FE0029'SOUTHEAST OF A POWER LINE POLE NO. 38, 39 FEET SOUTHWEST OF THE
 FE0029'CENTER OF GRAVELED ROAD, 1.8 FEET SOUTHWEST OF A WITNESS SIGN.
 FE0029'THE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 FE0029'INCHES AND IS ABOUT LEVEL WITH THE ROAD.  NOTE-- 15.60 FT S 35 W
 FE0029'FROM POWER POLE, 32.70 FT S 40 E FROM 4 POST IN RW FENCE ALONG
 FE0029'I 40 42.00 FT N FROM CENTERLINE GRAVEL ROAD.  78.80 FT N65E FROM
 FE0029'NE END OF GUARD RAIL ON N SIDE OF 18 FT GRAVEL ROAD AND PLUS OR MINUS
 FE0029'60.0 FT W OF ESSO SIGN.  COAST AND GEODETIC POST AND SIGN.
 FE0029
 FE0029                          STATION RECOVERY (1972)
 FE0029
 FE0029'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0740 ***********************************************************************
 FD0740  DESIGNATION -  A 219
 FD0740  PID         -  FD0740
 FD0740  STATE/COUNTY-  TN/DICKSON
 FD0740  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0740
 FD0740                         *CURRENT SURVEY CONTROL
 FD0740  ___________________________________________________________________
 FD0740* NAD 83(1986)-  35 59 53.     (N)    087 27 41.     (W)     SCALED    
 FD0740* NAVD 88     -       237.371  (meters)     778.77   (feet)  ADJUSTED  
 FD0740  ___________________________________________________________________
 FD0740  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0740  DYNAMIC HT  -         237.163 (meters)     778.09  (feet)  COMP
 FD0740  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0740
 FD0740  VERT ORDER  -  SECOND    CLASS 0
 FD0740
 FD0740.The horizontal coordinates were scaled from a topographic map and have
 FD0740.an estimated accuracy of +/- 6 seconds.
 FD0740
 FD0740.The orthometric height was determined by differential leveling
 FD0740.and adjusted by the National Geodetic Survey in June 1991..
 FD0740
 FD0740.The geoid height was determined by GEOID03.
 FD0740
 FD0740.The dynamic height is computed by dividing the NAVD 88
 FD0740.geopotential number by the normal gravity value computed on the
 FD0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0740.degrees latitude (g = 980.6199 gals.).
 FD0740
 FD0740.The modeled gravity was interpolated from observed gravity values.
 FD0740
 FD0740;                    North         East    Units  Estimated Accuracy
 FD0740;SPC TN       -   185,680.      468,240.      MT  (+/- 180 meters Scaled)
 FD0740
 FD0740                          SUPERSEDED SURVEY CONTROL
 FD0740
 FD0740  NGVD 29 (??/??/92)  237.370  (m)          778.77   (f) ADJ UNCH    2 0
 FD0740
 FD0740.Superseded values are not recommended for survey control.
 FD0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0740.See file dsdata.txt to determine how the superseded data were derived.
 FD0740
 FD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE584838(NAD 83)
 FD0740_MARKER: DB = BENCH MARK DISK
 FD0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0740_STAMPING: A 219 1959
 FD0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0740+STABILITY: SURFACE MOTION
 FD0740
 FD0740  HISTORY     - Date     Condition        Report By
 FD0740  HISTORY     - 1959     MONUMENTED       CGS
 FD0740
 FD0740                          STATION DESCRIPTION
 FD0740
 FD0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0740'1.8 MI SE FROM OAK GROVE.
 FD0740'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD0740'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHEAST
 FD0740'ON A GRAVELED ROAD FOR 1.8 MILE, 33 FT. NORTH OF THE CENTER
 FD0740'OF A GRAVELED ROAD, 17 FT. NORTH OF A POWERLINE POLE WITH A
 FD0740'GUY WIRE, 12 FT. WEST OF A 12-INCH OAK TREE, 2.5 FT. NORTH
 FD0740'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD0740'4 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1430 ***********************************************************************
 GC1430  DESIGNATION -  A 22
 GC1430  PID         -  GC1430
 GC1430  STATE/COUNTY-  TN/DICKSON
 GC1430  USGS QUAD   -  BURNS (1986)
 GC1430
 GC1430                         *CURRENT SURVEY CONTROL
 GC1430  ___________________________________________________________________
 GC1430* NAD 83(1986)-  36 03 07.     (N)    087 21 08.     (W)     SCALED    
 GC1430* NAVD 88     -       255.648  (meters)     838.74   (feet)  ADJUSTED  
 GC1430  ___________________________________________________________________
 GC1430  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC1430  DYNAMIC HT  -         255.423 (meters)     838.00  (feet)  COMP
 GC1430  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 GC1430
 GC1430  VERT ORDER  -  FIRST     CLASS II
 GC1430
 GC1430.The horizontal coordinates were scaled from a topographic map and have
 GC1430.an estimated accuracy of +/- 6 seconds.
 GC1430
 GC1430.The orthometric height was determined by differential leveling
 GC1430.and adjusted by the National Geodetic Survey in June 1991..
 GC1430
 GC1430.The geoid height was determined by GEOID03.
 GC1430
 GC1430.The dynamic height is computed by dividing the NAVD 88
 GC1430.geopotential number by the normal gravity value computed on the
 GC1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1430.degrees latitude (g = 980.6199 gals.).
 GC1430
 GC1430.The modeled gravity was interpolated from observed gravity values.
 GC1430
 GC1430;                    North         East    Units  Estimated Accuracy
 GC1430;SPC TN       -   191,520.      478,170.      MT  (+/- 180 meters Scaled)
 GC1430
 GC1430                          SUPERSEDED SURVEY CONTROL
 GC1430
 GC1430  NGVD 29 (??/??/92)  255.642  (m)          838.72   (f) ADJ UNCH    1 2
 GC1430
 GC1430.Superseded values are not recommended for survey control.
 GC1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1430.See file dsdata.txt to determine how the superseded data were derived.
 GC1430
 GC1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE682897(NAD 83)
 GC1430_MARKER: DB = BENCH MARK DISK
 GC1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1430_STAMPING: A 22 1934
 GC1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1430+STABILITY: SURFACE MOTION
 GC1430
 GC1430  HISTORY     - Date     Condition        Report By
 GC1430  HISTORY     - 1934     MONUMENTED       CGS
 GC1430  HISTORY     - 1948     GOOD             NGS
 GC1430
 GC1430                          STATION DESCRIPTION
 GC1430
 GC1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1430'0.9 MI S FROM COLESBURG.
 GC1430'0.9 MILE SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1430'RAILWAY FROM THE STATION AT COLESBURG, 117 FEET NORTHWEST AND
 GC1430'ACROSS THE TRACK FROM POLE 3/5, 94 FEET SOUTHWEST AND ACROSS THE
 GC1430'TRACK FROM POLE 3/4, 1 FOOT NORTH OF A WOODEN WITNESS POST, 99.5
 GC1430'FEET EAST-SOUTHEAST OF A 36-INCH OAK TREE, 160 FEET EAST OF A
 GC1430'BRICK ENCASED CISTERN, 22 FEET WEST OF THE WEST RAIL, 22 FEET
 GC1430'EAST OF THE CENTER LIN EOF A GRAVEL ROAD, 2 1/2 FEET BELOW THE
 GC1430'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1430'NOTE-- CONCRETE IS CRACKED BUT MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0571 ***********************************************************************
 GC0571  DESIGNATION -  A 220
 GC0571  PID         -  GC0571
 GC0571  STATE/COUNTY-  TN/DAVIDSON
 GC0571  USGS QUAD   -  BELLEVUE (1983)
 GC0571
 GC0571                         *CURRENT SURVEY CONTROL
 GC0571  ___________________________________________________________________
 GC0571* NAD 83(1986)-  36 05 29.     (N)    086 56 02.     (W)     SCALED    
 GC0571* NAVD 88     -       199.203  (meters)     653.55   (feet)  ADJUSTED  
 GC0571  ___________________________________________________________________
 GC0571  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0571  DYNAMIC HT  -         199.030 (meters)     652.98  (feet)  COMP
 GC0571  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GC0571
 GC0571  VERT ORDER  -  SECOND    CLASS 0
 GC0571
 GC0571.The horizontal coordinates were scaled from a topographic map and have
 GC0571.an estimated accuracy of +/- 6 seconds.
 GC0571
 GC0571.The orthometric height was determined by differential leveling
 GC0571.and adjusted by the National Geodetic Survey in June 1991..
 GC0571
 GC0571.The geoid height was determined by GEOID03.
 GC0571
 GC0571.The dynamic height is computed by dividing the NAVD 88
 GC0571.geopotential number by the normal gravity value computed on the
 GC0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0571.degrees latitude (g = 980.6199 gals.).
 GC0571
 GC0571.The modeled gravity was interpolated from observed gravity values.
 GC0571
 GC0571;                    North         East    Units  Estimated Accuracy
 GC0571;SPC TN       -   195,460.      515,900.      MT  (+/- 180 meters Scaled)
 GC0571
 GC0571                          SUPERSEDED SURVEY CONTROL
 GC0571
 GC0571  NGVD 29 (??/??/92)  199.224  (m)          653.62   (f) ADJ UNCH    2 0
 GC0571
 GC0571.Superseded values are not recommended for survey control.
 GC0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0571.See file dsdata.txt to determine how the superseded data were derived.
 GC0571
 GC0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE059940(NAD 83)
 GC0571_MARKER: DB = BENCH MARK DISK
 GC0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0571_STAMPING: A 220 1959
 GC0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0571+STABILITY: SURFACE MOTION
 GC0571
 GC0571  HISTORY     - Date     Condition        Report By
 GC0571  HISTORY     - 1959     MONUMENTED       CGS
 GC0571
 GC0571                          STATION DESCRIPTION
 GC0571
 GC0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0571'7.2 MI SW FROM NASHVILLE.
 GC0571'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0571'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0571'HIGHWAY 70 N), THENCE 1.45 MILES SOUTH ON SAWYER-BROWN RD., 98
 GC0571'FT. SOUTH OF A POWER LINE POLE, 32 FT. EAST OF THE CENTER OF
 GC0571'SAWYER-BROWN ROAD, AND 2.5 FT. EAST OF A WITNESS SIGN, SET
 GC0571'DIRECTLY UNDER A POWER LINE, A DISK SET IN TOP OF A CONCRETE
 GC0571'POST PROJECTING 3 INCHES, AND ABOUT 2 FT. ABOVE THE LEVEL OF
 GC0571'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0551 ***********************************************************************
 GC0551  DESIGNATION -  A 221 RESET
 GC0551  PID         -  GC0551
 GC0551  STATE/COUNTY-  TN/ROBERTSON
 GC0551  USGS QUAD   -  WHITE HOUSE (1981)
 GC0551
 GC0551                         *CURRENT SURVEY CONTROL
 GC0551  ___________________________________________________________________
 GC0551* NAD 83(1986)-  36 29 19.     (N)    086 40 23.     (W)     SCALED    
 GC0551* NAVD 88     -       249.39   (+/-2cm)     818.2    (feet)  VERTCON   
 GC0551  ___________________________________________________________________
 GC0551  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GC0551
 GC0551  VERT ORDER  -  THIRD (See Below)
 GC0551
 GC0551.The horizontal coordinates were scaled from a topographic map and have
 GC0551.an estimated accuracy of +/- 6 seconds.
 GC0551
 GC0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0551.The vertical order pertains to the NGVD 29 superseded value.
 GC0551
 GC0551.The geoid height was determined by GEOID03.
 GC0551
 GC0551;                    North         East    Units  Estimated Accuracy
 GC0551;SPC TN       -   239,340.      539,690.      MT  (+/- 180 meters Scaled)
 GC0551
 GC0551                          SUPERSEDED SURVEY CONTROL
 GC0551
 GC0551  NGVD 29 (??/??/??)  249.45   (m)          818.4    (f) RESET       3  
 GC0551
 GC0551.Superseded values are not recommended for survey control.
 GC0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0551.See file dsdata.txt to determine how the superseded data were derived.
 GC0551
 GC0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF292381(NAD 83)
 GC0551_MARKER: DB = BENCH MARK DISK
 GC0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0551_STAMPING: A 221 RESET 1968
 GC0551_MARK LOGO: CGS   
 GC0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0551+STABILITY: SURFACE MOTION
 GC0551
 GC0551  HISTORY     - Date     Condition        Report By
 GC0551  HISTORY     - 1968     MONUMENTED       CGS
 GC0551
 GC0551                          STATION DESCRIPTION
 GC0551
 GC0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC0551'3.2 MI NW FROM WHITE HOUSE.
 GC0551'TO REACH THE MARK FROM THE NEW POST OFFICE IN WHITE HOUSE, GO
 GC0551'EASTERLY ON STATE ROUTE 76 FOR 0.1 MILE TO THE JUNCTION WITH
 GC0551'U.S. HIGHWAY 31W.  HERE TURN LEFT AND GO NORTHERLY ON U.S.
 GC0551'HIGHWAY 3UW FOR 0.55 MILE TO AN OILED ROAD ON THE LEFT, TURN
 GC0551'LEFT AND GO WESTERLY AND NORTHERLY ON THIS OILED ROAD FOR 1.55
 GC0551'MILES TO A GRAVELED ROAD ON THE LEFT.  HERE TURN LEFT AND GO
 GC0551'WESTERLY ON THIS GRAVELED ROAD FOR 0.5 MILE TO A FARM DRIVE
 GC0551'AND GATE ON THE LEFT, TURN LEFT PASSING THROUGH THE GATE AND
 GC0551'GO SOUTHERLY ON THE FARM DRIVE FOR ABOUT 0.1 MILE TO A TOBACCO
 GC0551'BARN ON THE LEFT AND THE MARK AS DESCRIBED.  THE MARK IS 139 FEET
 GC0551'NORTH OF A 48-INCH BLACK CHERRY TREE, 10 FEET EAST OF THE
 GC0551'APPROXIMAE CENTER OF THE FARM DRIVE, 1.4 FEET WEST OF A METAL
 GC0551'WITNESS POST AND SIGN, AND 1.5 FEET WEST OF THE NORTHWEST
 GC0551'CORNER OF A BARN.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 GC0551'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT
 GC0551'5 INCHES AND THE DISK IS STAMPED A 221 RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0606 ***********************************************************************
 GC0606  DESIGNATION -  A 222
 GC0606  PID         -  GC0606
 GC0606  STATE/COUNTY-  TN/DAVIDSON
 GC0606  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0606
 GC0606                         *CURRENT SURVEY CONTROL
 GC0606  ___________________________________________________________________
 GC0606* NAD 83(1986)-  36 09 12.     (N)    086 49 16.     (W)     SCALED    
 GC0606* NAVD 88     -       174.703  (meters)     573.17   (feet)  ADJUSTED  
 GC0606  ___________________________________________________________________
 GC0606  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0606  DYNAMIC HT  -         174.553 (meters)     572.68  (feet)  COMP
 GC0606  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 GC0606
 GC0606  VERT ORDER  -  SECOND    CLASS 0
 GC0606
 GC0606.The horizontal coordinates were scaled from a topographic map and have
 GC0606.an estimated accuracy of +/- 6 seconds.
 GC0606
 GC0606.The orthometric height was determined by differential leveling
 GC0606.and adjusted by the National Geodetic Survey in June 1991..
 GC0606
 GC0606.The geoid height was determined by GEOID03.
 GC0606
 GC0606.The dynamic height is computed by dividing the NAVD 88
 GC0606.geopotential number by the normal gravity value computed on the
 GC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0606.degrees latitude (g = 980.6199 gals.).
 GC0606
 GC0606.The modeled gravity was interpolated from observed gravity values.
 GC0606
 GC0606;                    North         East    Units  Estimated Accuracy
 GC0606;SPC TN       -   202,240.      526,110.      MT  (+/- 180 meters Scaled)
 GC0606
 GC0606                          SUPERSEDED SURVEY CONTROL
 GC0606
 GC0606  NGVD 29 (??/??/92)  174.722  (m)          573.23   (f) ADJ UNCH    2 0
 GC0606
 GC0606.Superseded values are not recommended for survey control.
 GC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0606.See file dsdata.txt to determine how the superseded data were derived.
 GC0606
 GC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF160009(NAD 83)
 GC0606_MARKER: DB = BENCH MARK DISK
 GC0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0606_STAMPING: A 222 1959
 GC0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0606+STABILITY: SURFACE MOTION
 GC0606
 GC0606  HISTORY     - Date     Condition        Report By
 GC0606  HISTORY     - 1959     MONUMENTED       CGS
 GC0606  HISTORY     - 1960     GOOD             NGS
 GC0606
 GC0606                          STATION DESCRIPTION
 GC0606
 GC0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0606'AT NASHVILLE.
 GC0606'THIS BENCH MARK IS ABOUT 0.05 MILE EAST OF THE INTERSECTION OF
 GC0606'CHARLOTTE AVE. AND 32ND. STREET, 97 FT. SOUTHWEST OF THE CENTER
 GC0606'OF A RAILROAD CROSSING AND CHARLOTTE AVE., 47 FT. SOUTH OF THE
 GC0606'CENTER OF CHARLOTTE AVE., 26 FT. WEST OF THE WEST RAIL OF THE MAIN
 GC0606'TRACKS, 4 FT. SOUTH OF A TELEPHONE POLE AND 2.6 FT. SOUTH OF A
 GC0606'WITNESS SIGN, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GC0606'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0538 ***********************************************************************
 FD0538  DESIGNATION -  A 223
 FD0538  PID         -  FD0538
 FD0538  STATE/COUNTY-  TN/WILLIAMSON
 FD0538  USGS QUAD   -  BETHESDA (1982)
 FD0538
 FD0538                         *CURRENT SURVEY CONTROL
 FD0538  ___________________________________________________________________
 FD0538* NAD 83(1986)-  35 52 03.     (N)    086 49 55.     (W)     SCALED    
 FD0538* NAVD 88     -       203.803  (meters)     668.64   (feet)  ADJUSTED  
 FD0538  ___________________________________________________________________
 FD0538  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FD0538  DYNAMIC HT  -         203.622 (meters)     668.05  (feet)  COMP
 FD0538  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FD0538
 FD0538  VERT ORDER  -  SECOND    CLASS 0
 FD0538
 FD0538.The horizontal coordinates were scaled from a topographic map and have
 FD0538.an estimated accuracy of +/- 6 seconds.
 FD0538
 FD0538.The orthometric height was determined by differential leveling
 FD0538.and adjusted by the National Geodetic Survey in June 1991..
 FD0538
 FD0538.The geoid height was determined by GEOID03.
 FD0538
 FD0538.The dynamic height is computed by dividing the NAVD 88
 FD0538.geopotential number by the normal gravity value computed on the
 FD0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0538.degrees latitude (g = 980.6199 gals.).
 FD0538
 FD0538.The modeled gravity was interpolated from observed gravity values.
 FD0538
 FD0538;                    North         East    Units  Estimated Accuracy
 FD0538;SPC TN       -   170,530.      524,870.      MT  (+/- 180 meters Scaled)
 FD0538
 FD0538                          SUPERSEDED SURVEY CONTROL
 FD0538
 FD0538  NGVD 29 (??/??/92)  203.786  (m)          668.59   (f) ADJ UNCH    2 0
 FD0538
 FD0538.Superseded values are not recommended for survey control.
 FD0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0538.See file dsdata.txt to determine how the superseded data were derived.
 FD0538
 FD0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE151692(NAD 83)
 FD0538_MARKER: DB = BENCH MARK DISK
 FD0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0538_STAMPING: A 223 1960
 FD0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0538+STABILITY: SURFACE MOTION
 FD0538
 FD0538  HISTORY     - Date     Condition        Report By
 FD0538  HISTORY     - 1960     MONUMENTED       CGS
 FD0538  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0538
 FD0538                          STATION DESCRIPTION
 FD0538
 FD0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0538'6.1 MI SE FROM FRANKLIN.
 FD0538'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON THE
 FD0538'L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY 96,
 FD0538'THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.1 MILE WEST ON A
 FD0538'GRAVELED ROAD, THEN 2.1 MILES SOUTH ON INTERSTATE HIGHWAY 65
 FD0538'TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH MARK IS 0.05
 FD0538'MILE NORTH OF A Y JUNCTION, ABOUT 220 FT. WEST OF THE CENTER
 FD0538'OF INTERSTATE HIGHWAY 65, 38 FT. SOUTHEAST OF THE CENTER OF A
 FD0538'GRAVELED ROAD AND 1.5 FT. SOUTHEAST OF A WITNESS SIGN.  THE
 FD0538'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 FD0538'ABOUT LEVEL WITH THE ROAD.
 FD0538
 FD0538                          STATION RECOVERY (1979)
 FD0538
 FD0538'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0538'THIS AREA HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0577 ***********************************************************************
 FD0577  DESIGNATION -  A 224
 FD0577  PID         -  FD0577
 FD0577  STATE/COUNTY-  TN/MAURY
 FD0577  USGS QUAD   -  CARTERS CREEK (1982)
 FD0577
 FD0577                         *CURRENT SURVEY CONTROL
 FD0577  ___________________________________________________________________
 FD0577* NAD 83(1986)-  35 39 52.     (N)    086 53 33.     (W)     SCALED    
 FD0577* NAVD 88     -       217.037  (meters)     712.06   (feet)  ADJUSTED  
 FD0577  ___________________________________________________________________
 FD0577  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD0577  DYNAMIC HT  -         216.846 (meters)     711.44  (feet)  COMP
 FD0577  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 FD0577
 FD0577  VERT ORDER  -  SECOND    CLASS 0
 FD0577
 FD0577.The horizontal coordinates were scaled from a topographic map and have
 FD0577.an estimated accuracy of +/- 6 seconds.
 FD0577
 FD0577.The orthometric height was determined by differential leveling
 FD0577.and adjusted by the National Geodetic Survey in June 1991..
 FD0577
 FD0577.The geoid height was determined by GEOID03.
 FD0577
 FD0577.The dynamic height is computed by dividing the NAVD 88
 FD0577.geopotential number by the normal gravity value computed on the
 FD0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0577.degrees latitude (g = 980.6199 gals.).
 FD0577
 FD0577.The modeled gravity was interpolated from observed gravity values.
 FD0577
 FD0577;                    North         East    Units  Estimated Accuracy
 FD0577;SPC TN       -   148,050.      519,190.      MT  (+/- 180 meters Scaled)
 FD0577
 FD0577                          SUPERSEDED SURVEY CONTROL
 FD0577
 FD0577  NGVD 29 (??/??/92)  217.015  (m)          711.99   (f) ADJ UNCH    2 0
 FD0577
 FD0577.Superseded values are not recommended for survey control.
 FD0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0577.See file dsdata.txt to determine how the superseded data were derived.
 FD0577
 FD0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE097467(NAD 83)
 FD0577_MARKER: DB = BENCH MARK DISK
 FD0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0577_STAMPING: A 224 1960
 FD0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0577+STABILITY: SURFACE MOTION
 FD0577
 FD0577  HISTORY     - Date     Condition        Report By
 FD0577  HISTORY     - 1960     MONUMENTED       CGS
 FD0577
 FD0577                          STATION DESCRIPTION
 FD0577
 FD0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0577'10.6 MI N FROM BRYANT.
 FD0577'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0577'50 FOR 0.7 MILE, THEN 9.9 MILES NORTH ON INTERSTATE HIGHWAY 65
 FD0577'TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT
 FD0577'390 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY 65, 130 FT.
 FD0577'WEST OF THE CENTER OF A Y JUNCTION OF THE GRAVELED ROAD AND A
 FD0577'PRIVATE DRIVE AND A CURVE IN THE ROAD.  11 FT. SOUTH OF THE CENTER
 FD0577'OF THE GRAVELED ROAD, 0.8 FT. SOUTH OF A FENCE, AND 1.3 FT. WEST
 FD0577'OF A WITNESS SIGN.  THE DISK SET IN TOP OF A CONCRETE POST
 FD0577'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE GRAVEL ROAD.
 FD0577'NOTE-- THIS MARK IS ABOUT 1.5 MILE SOUTH ON INTERSTATE HIGHWAY 65
 FD0577'FROM RAGEN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0396 ***********************************************************************
 FD0396  DESIGNATION -  A 225
 FD0396  PID         -  FD0396
 FD0396  STATE/COUNTY-  TN/GILES
 FD0396  USGS QUAD   -  BRICK CHURCH (1981)
 FD0396
 FD0396                         *CURRENT SURVEY CONTROL
 FD0396  ___________________________________________________________________
 FD0396* NAD 83(1986)-  35 16 11.     (N)    086 53 11.     (W)     SCALED    
 FD0396* NAVD 88     -       244.663  (meters)     802.70   (feet)  ADJUSTED  
 FD0396  ___________________________________________________________________
 FD0396  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0396  DYNAMIC HT  -         244.436 (meters)     801.95  (feet)  COMP
 FD0396  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 FD0396
 FD0396  VERT ORDER  -  SECOND    CLASS 0
 FD0396
 FD0396.The horizontal coordinates were scaled from a topographic map and have
 FD0396.an estimated accuracy of +/- 6 seconds.
 FD0396
 FD0396.The orthometric height was determined by differential leveling
 FD0396.and adjusted by the National Geodetic Survey in June 1991..
 FD0396
 FD0396.The geoid height was determined by GEOID03.
 FD0396
 FD0396.The dynamic height is computed by dividing the NAVD 88
 FD0396.geopotential number by the normal gravity value computed on the
 FD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0396.degrees latitude (g = 980.6199 gals.).
 FD0396
 FD0396.The modeled gravity was interpolated from observed gravity values.
 FD0396
 FD0396;                    North         East    Units  Estimated Accuracy
 FD0396;SPC TN       -   104,260.      519,350.      MT  (+/- 180 meters Scaled)
 FD0396
 FD0396                          SUPERSEDED SURVEY CONTROL
 FD0396
 FD0396  NGVD 29 (??/??/92)  244.639  (m)          802.62   (f) ADJ UNCH    2 0
 FD0396
 FD0396.Superseded values are not recommended for survey control.
 FD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0396.See file dsdata.txt to determine how the superseded data were derived.
 FD0396
 FD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE103029(NAD 83)
 FD0396_MARKER: DB = BENCH MARK DISK
 FD0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0396_STAMPING: A 225 1960
 FD0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0396+STABILITY: SURFACE MOTION
 FD0396
 FD0396  HISTORY     - Date     Condition        Report By
 FD0396  HISTORY     - 1960     MONUMENTED       CGS
 FD0396
 FD0396                          STATION DESCRIPTION
 FD0396
 FD0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0396'7 MI S FROM CORNERSVILLE.
 FD0396'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0396'HIGHWAY 31A FOR 4.45 MILES, THEN 2.5 MILES SOUTH ON INTERSTATE
 FD0396'HIGHWAY 65 TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH
 FD0396'MARK IS ABOUT 300 FT. NORTHEAST OF THE CENTER OF THE PROPOSED
 FD0396'INTERSTATE HIGHWAY, 126 FT. WEST OF A TELEPHONE POLE, 125 FT.
 FD0396'WEST OF A SHARP CURVE IN THE ROAD, 15 FT. SOUTH OF THE GRAVELED
 FD0396'ROAD, 1 FT. SOUTH OF A FENCE, AND 0.9 FT. SOUTH OF A WITNESS
 FD0396'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT PROJECTS
 FD0396'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0702 ***********************************************************************
 GC0702  DESIGNATION -  A 226
 GC0702  PID         -  GC0702
 GC0702  STATE/COUNTY-  TN/DAVIDSON
 GC0702  USGS QUAD   -  HERMITAGE (1983)
 GC0702
 GC0702                         *CURRENT SURVEY CONTROL
 GC0702  ___________________________________________________________________
 GC0702* NAD 83(1986)-  36 09 50.     (N)    086 36 51.     (W)     SCALED    
 GC0702* NAVD 88     -       158.513  (meters)     520.05   (feet)  ADJUSTED  
 GC0702  ___________________________________________________________________
 GC0702  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0702  DYNAMIC HT  -         158.379 (meters)     519.62  (feet)  COMP
 GC0702  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 GC0702
 GC0702  VERT ORDER  -  SECOND    CLASS 0
 GC0702
 GC0702.The horizontal coordinates were scaled from a topographic map and have
 GC0702.an estimated accuracy of +/- 6 seconds.
 GC0702
 GC0702.The orthometric height was determined by differential leveling
 GC0702.and adjusted by the National Geodetic Survey in June 1991..
 GC0702
 GC0702.The geoid height was determined by GEOID03.
 GC0702
 GC0702.The dynamic height is computed by dividing the NAVD 88
 GC0702.geopotential number by the normal gravity value computed on the
 GC0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0702.degrees latitude (g = 980.6199 gals.).
 GC0702
 GC0702.The modeled gravity was interpolated from observed gravity values.
 GC0702
 GC0702;                    North         East    Units  Estimated Accuracy
 GC0702;SPC TN       -   203,270.      544,740.      MT  (+/- 180 meters Scaled)
 GC0702
 GC0702                          SUPERSEDED SURVEY CONTROL
 GC0702
 GC0702  NGVD 29 (??/??/92)  158.548  (m)          520.17   (f) ADJ UNCH    2 0
 GC0702
 GC0702.Superseded values are not recommended for survey control.
 GC0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0702.See file dsdata.txt to determine how the superseded data were derived.
 GC0702
 GC0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF347021(NAD 83)
 GC0702_MARKER: DB = BENCH MARK DISK
 GC0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0702_STAMPING: A 226 1960
 GC0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0702+STABILITY: SURFACE MOTION
 GC0702
 GC0702  HISTORY     - Date     Condition        Report By
 GC0702  HISTORY     - 1960     MONUMENTED       CGS
 GC0702
 GC0702                          STATION DESCRIPTION
 GC0702
 GC0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0702'9.2 MI SW FROM MOUNT JULIET.
 GC0702'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0702'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0702'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILES
 GC0702'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON A GRAVELED
 GC0702'ROAD, THEN 4.4 MILES WEST ON CENTRAL PIKE ROAD, THEN 0.8 MILE
 GC0702'SOUTH ON DODSON CHAPEL ROAD TO A SHARP CURVE.  THE BENCH MARK IS
 GC0702'ABOUT 300 FT. SOUTHEAST OF PROPOSED INTERSTATE HIGHWAY 40, 70
 GC0702'FT. SOUTH OF A SHARP CURVE IN THE ROAD, 20 FT. SOUTHWEST OF THE
 GC0702'CENTER OF DODSON CHAPEL ROAD, 62 FT. SOUTHEAST OF A POWER LINE
 GC0702'POLE WITH A GUY WIRE, 21 FT. SOUTHEAST OF THE CENTER OF A GATE
 GC0702'AND FIELD ROAD, 1 FT. SOUTHWEST OF A FENCE, AND 1.6 FT. SOUTHEAST
 GC0702'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0702'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0276 ***********************************************************************
 GC0276  DESIGNATION -  A 227
 GC0276  PID         -  GC0276
 GC0276  STATE/COUNTY-  TN/WILSON
 GC0276  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0276
 GC0276                         *CURRENT SURVEY CONTROL
 GC0276  ___________________________________________________________________
 GC0276* NAD 83(1986)-  36 11 35.     (N)    086 12 30.     (W)     SCALED    
 GC0276* NAVD 88     -       184.929  (meters)     606.72   (feet)  ADJUSTED  
 GC0276  ___________________________________________________________________
 GC0276  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0276  DYNAMIC HT  -         184.775 (meters)     606.22  (feet)  COMP
 GC0276  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GC0276
 GC0276  VERT ORDER  -  SECOND    CLASS 0
 GC0276
 GC0276.The horizontal coordinates were scaled from a topographic map and have
 GC0276.an estimated accuracy of +/- 6 seconds.
 GC0276
 GC0276.The orthometric height was determined by differential leveling
 GC0276.and adjusted by the National Geodetic Survey in June 1991..
 GC0276
 GC0276.The geoid height was determined by GEOID03.
 GC0276
 GC0276.The dynamic height is computed by dividing the NAVD 88
 GC0276.geopotential number by the normal gravity value computed on the
 GC0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0276.degrees latitude (g = 980.6199 gals.).
 GC0276
 GC0276.The modeled gravity was interpolated from observed gravity values.
 GC0276
 GC0276;                    North         East    Units  Estimated Accuracy
 GC0276;SPC TN       -   206,360.      581,260.      MT  (+/- 180 meters Scaled)
 GC0276
 GC0276                          SUPERSEDED SURVEY CONTROL
 GC0276
 GC0276  NGVD 29 (??/??/92)  184.992  (m)          606.93   (f) ADJ UNCH    2 0
 GC0276
 GC0276.Superseded values are not recommended for survey control.
 GC0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0276.See file dsdata.txt to determine how the superseded data were derived.
 GC0276
 GC0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF711056(NAD 83)
 GC0276_MARKER: DB = BENCH MARK DISK
 GC0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0276_SP_SET: CULVERT
 GC0276_STAMPING: A 227 1960
 GC0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0276
 GC0276  HISTORY     - Date     Condition        Report By
 GC0276  HISTORY     - 1960     MONUMENTED       CGS
 GC0276  HISTORY     - 20010226 POOR             TNDT
 GC0276
 GC0276                          STATION DESCRIPTION
 GC0276
 GC0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0276'4.8 MI E FROM LEBANON.
 GC0276'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6 MILE,
 GC0276'THEN 4.2 MILES EAST ON BLUE BIRD ROAD TO A CONCRETE CULVERT JUST
 GC0276'SOUTH OF A SMALL POND.  THE BENCH MARK IS 20 FT. SOUTH OF THE
 GC0276'SOUTH EDGE OF THE POND, 11 FT. SOUTH OF THE CENTER OF BLUE BIRD
 GC0276'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE EAST END OF
 GC0276'THE SOUTH CONCRETE HEADWALL OF A CONCRETE CULVERT.
 GC0276
 GC0276                          STATION RECOVERY (2001)
 GC0276
 GC0276'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0276'A LARGE CHUNK OF THE EAST END OF THE HEADWALL CONTAINING THE MARK IS
 GC0276'BROKEN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0613 ***********************************************************************
 FD0613  DESIGNATION -  A 228
 FD0613  PID         -  FD0613
 FD0613  STATE/COUNTY-  TN/RUTHERFORD
 FD0613  USGS QUAD   -  SMYRNA (1998)
 FD0613
 FD0613                         *CURRENT SURVEY CONTROL
 FD0613  ___________________________________________________________________
 FD0613* NAD 83(1986)-  35 56 11.     (N)    086 31 47.     (W)     SCALED    
 FD0613* NAVD 88     -       162.180  (meters)     532.09   (feet)  ADJUSTED  
 FD0613  ___________________________________________________________________
 FD0613  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0613  DYNAMIC HT  -         162.040 (meters)     531.63  (feet)  COMP
 FD0613  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 FD0613
 FD0613  VERT ORDER  -  SECOND    CLASS 0
 FD0613
 FD0613.The horizontal coordinates were scaled from a topographic map and have
 FD0613.an estimated accuracy of +/- 6 seconds.
 FD0613
 FD0613.The orthometric height was determined by differential leveling
 FD0613.and adjusted by the National Geodetic Survey in June 1991..
 FD0613
 FD0613.The geoid height was determined by GEOID03.
 FD0613
 FD0613.The dynamic height is computed by dividing the NAVD 88
 FD0613.geopotential number by the normal gravity value computed on the
 FD0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0613.degrees latitude (g = 980.6199 gals.).
 FD0613
 FD0613.The modeled gravity was interpolated from observed gravity values.
 FD0613
 FD0613;                    North         East    Units  Estimated Accuracy
 FD0613;SPC TN       -   177,990.      552,200.      MT  (+/- 180 meters Scaled)
 FD0613
 FD0613                          SUPERSEDED SURVEY CONTROL
 FD0613
 FD0613  NGVD 29 (??/??/92)  162.198  (m)          532.14   (f) ADJ UNCH    2 0
 FD0613
 FD0613.Superseded values are not recommended for survey control.
 FD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0613.See file dsdata.txt to determine how the superseded data were derived.
 FD0613
 FD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE424769(NAD 83)
 FD0613_MARKER: DB = BENCH MARK DISK
 FD0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0613_SP_SET: BRIDGE
 FD0613_STAMPING: A 228 1960
 FD0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0613
 FD0613  HISTORY     - Date     Condition        Report By
 FD0613  HISTORY     - 1960     MONUMENTED       CGS
 FD0613  HISTORY     - 20010226 GOOD             TNDT
 FD0613
 FD0613                          STATION DESCRIPTION
 FD0613
 FD0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0613'13.6 MI NW FROM MURFREESBORO.
 FD0613'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0613'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0613'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 2.2
 FD0613'MILES WEST ON MANSON PIKE, THEN 2.9 MILES NORTHWEST ON BLACKMAN
 FD0613'ROAD TO A Y JUNCTION, THEN 0.9 MILE WEST ON A GRAVELED ROAD TO A
 FD0613'Y JUNCTION, THEN ABOUT 0.1 MILE NORTH ON A PAVED ROAD, THEN 1.0
 FD0613'MILE WEST ON INTERSTATE HIGHWAY 24 TO THE INTERSECTION OF ALMAVILLE
 FD0613'ROAD.  THE BENCH MARK IS ABOUT 0.15 MILE NORTHEAST ON ALMAVILLE
 FD0613'ROAD FROM INTERSTATE 24.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FD0613'THE SOUTHWEST CONCRETE HEADWALL AT THE SOUTH END OF A BRIDGE OVER
 FD0613'A CREEK, 12 FT. NORTHWEST OF THE CENTER OF THE ROAD.
 FD0613
 FD0613                          STATION RECOVERY (2001)
 FD0613
 FD0613'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0121 ***********************************************************************
 FD0121  DESIGNATION -  A 229
 FD0121  PID         -  FD0121
 FD0121  STATE/COUNTY-  TN/COFFEE
 FD0121  USGS QUAD   -  NOAH (1976)
 FD0121
 FD0121                         *CURRENT SURVEY CONTROL
 FD0121  ___________________________________________________________________
 FD0121* NAD 83(1986)-  35 34 14.     (N)    086 13 40.     (W)     SCALED    
 FD0121* NAVD 88     -       265.268  (meters)     870.30   (feet)  ADJUSTED  
 FD0121  ___________________________________________________________________
 FD0121  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0121  DYNAMIC HT  -         265.020 (meters)     869.49  (feet)  COMP
 FD0121  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 FD0121
 FD0121  VERT ORDER  -  SECOND    CLASS 0
 FD0121
 FD0121.The horizontal coordinates were scaled from a topographic map and have
 FD0121.an estimated accuracy of +/- 6 seconds.
 FD0121
 FD0121.The orthometric height was determined by differential leveling
 FD0121.and adjusted by the National Geodetic Survey in June 1991..
 FD0121
 FD0121.The geoid height was determined by GEOID03.
 FD0121
 FD0121.The dynamic height is computed by dividing the NAVD 88
 FD0121.geopotential number by the normal gravity value computed on the
 FD0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0121.degrees latitude (g = 980.6199 gals.).
 FD0121
 FD0121.The modeled gravity was interpolated from observed gravity values.
 FD0121
 FD0121;                    North         East    Units  Estimated Accuracy
 FD0121;SPC TN       -   137,290.      579,350.      MT  (+/- 180 meters Scaled)
 FD0121
 FD0121                          SUPERSEDED SURVEY CONTROL
 FD0121
 FD0121  NGVD 29 (??/??/92)  265.264  (m)          870.29   (f) ADJ UNCH    2 0
 FD0121
 FD0121.Superseded values are not recommended for survey control.
 FD0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0121.See file dsdata.txt to determine how the superseded data were derived.
 FD0121
 FD0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE699365(NAD 83)
 FD0121_MARKER: DB = BENCH MARK DISK
 FD0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0121_SP_SET: BRIDGE
 FD0121_STAMPING: A 229 1960
 FD0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0121
 FD0121  HISTORY     - Date     Condition        Report By
 FD0121  HISTORY     - 1960     MONUMENTED       CGS
 FD0121
 FD0121                          STATION DESCRIPTION
 FD0121
 FD0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0121'5 MI S FROM BEECH GROVE.
 FD0121'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0121'U.S. HIGHWAY 41, THEN 1.65 MILES SOUTH ON A GRAVELED ROAD,
 FD0121'THEN 0.5 MILE EAST AND SOUTH ON A GRAVELED ROAD, THEN 0.5 MILE
 FD0121'SOUTHEAST ON A GRAVELED ROAD, THEN 0.05 MILE EAST ON A GRAVELED
 FD0121'ROAD TO A SMALL BRIDGE.  THE BENCH MARK IS ABOUT 200 FT. NORTHEAST
 FD0121'OF THE CENTER OF INTERSTATE HIGHWAY 24, 8 FT. NORTH OF THE CENTER
 FD0121'OF THE ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 FD0121'CONCRETE HEADWALL OF THE BRIDGE, AT THE WEST END OF THE BRIDGE,
 FD0121'AND ABOUT 1 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0318 ***********************************************************************
 GD0318  DESIGNATION -  A 23
 GD0318  PID         -  GD0318
 GD0318  STATE/COUNTY-  TN/WEAKLEY
 GD0318  USGS QUAD   -  MARTIN (1983)
 GD0318
 GD0318                         *CURRENT SURVEY CONTROL
 GD0318  ___________________________________________________________________
 GD0318* NAD 83(1986)-  36 20 42.     (N)    088 50 54.     (W)     SCALED    
 GD0318* NAVD 88     -       125.835  (meters)     412.84   (feet)  ADJUSTED  
 GD0318  ___________________________________________________________________
 GD0318  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0318  DYNAMIC HT  -         125.733 (meters)     412.51  (feet)  COMP
 GD0318  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GD0318
 GD0318  VERT ORDER  -  FIRST     CLASS II
 GD0318
 GD0318.The horizontal coordinates were scaled from a topographic map and have
 GD0318.an estimated accuracy of +/- 6 seconds.
 GD0318
 GD0318.The orthometric height was determined by differential leveling
 GD0318.and adjusted by the National Geodetic Survey in June 1991..
 GD0318.WARNING-Repeat measurements at this control monument indicate possible
 GD0318.vertical movement.
 GD0318
 GD0318.The geoid height was determined by GEOID03.
 GD0318
 GD0318.The dynamic height is computed by dividing the NAVD 88
 GD0318.geopotential number by the normal gravity value computed on the
 GD0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0318.degrees latitude (g = 980.6199 gals.).
 GD0318
 GD0318.The modeled gravity was interpolated from observed gravity values.
 GD0318
 GD0318;                    North         East    Units  Estimated Accuracy
 GD0318;SPC TN       -   226,920.      344,350.      MT  (+/- 180 meters Scaled)
 GD0318
 GD0318                          SUPERSEDED SURVEY CONTROL
 GD0318
 GD0318  NGVD 29 (??/??/??)  125.844  (m)          412.87   (f) ADJUSTED    1 2
 GD0318
 GD0318.Superseded values are not recommended for survey control.
 GD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0318.See file dsdata.txt to determine how the superseded data were derived.
 GD0318
 GD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF341238(NAD 83)
 GD0318_MARKER: DB = BENCH MARK DISK
 GD0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0318_STAMPING: A 23 1934 413.116
 GD0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0318+STABILITY: SURFACE MOTION
 GD0318
 GD0318  HISTORY     - Date     Condition        Report By
 GD0318  HISTORY     - 1934     MONUMENTED       CGS
 GD0318  HISTORY     - 1967     GOOD             CGS
 GD0318  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0318
 GD0318                          STATION DESCRIPTION
 GD0318
 GD0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0318'AT MARTIN.
 GD0318'THE MARK IS NEAR THE UNION RAILROAD STATION AT MARTIN, 103.5 FEET
 GD0318'SOUTHEAST AND ACROSS THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0318'RAILROAD TRACKS FROM THE NORTHEAST CORNER OF THE EAST WING OF THE
 GD0318'STATION, 34 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OLD
 GD0318'WILLIAMS HOTEL (NOW ABANDONED), 19 FEET SOUTH OF THE SOUTH RAIL
 GD0318'OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILROAD, 7 FEET WEST
 GD0318'OF A 36-INCH OAK TREE, AND 0.7 OF A FOOT EAST OF A METAL WITNESS
 GD0318'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GD0318'MONUMENT ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GD0318'DISK IS STAMPED A 23 1934 413.116.
 GD0318
 GD0318                          STATION RECOVERY (2002)
 GD0318
 GD0318'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0318'MONUMENT MAY STILL EXIST. A LARGE PILE OF LARGE RIP RAP STONE IS PILED
 GD0318'ON TO OF SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1753 ***********************************************************************
 GB1753  DESIGNATION -  A 230
 GB1753  PID         -  GB1753
 GB1753  STATE/COUNTY-  TN/SMITH
 GB1753  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1753
 GB1753                         *CURRENT SURVEY CONTROL
 GB1753  ___________________________________________________________________
 GB1753* NAD 83(1986)-  36 07 44.     (N)    085 50 07.     (W)     SCALED    
 GB1753* NAVD 88     -       176.534  (meters)     579.18   (feet)  ADJUSTED  
 GB1753  ___________________________________________________________________
 GB1753  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1753  DYNAMIC HT  -         176.381 (meters)     578.68  (feet)  COMP
 GB1753  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GB1753
 GB1753  VERT ORDER  -  SECOND    CLASS 0
 GB1753
 GB1753.The horizontal coordinates were scaled from a topographic map and have
 GB1753.an estimated accuracy of +/- 6 seconds.
 GB1753
 GB1753.The orthometric height was determined by differential leveling
 GB1753.and adjusted by the National Geodetic Survey in June 1991..
 GB1753
 GB1753.The geoid height was determined by GEOID03.
 GB1753
 GB1753.The dynamic height is computed by dividing the NAVD 88
 GB1753.geopotential number by the normal gravity value computed on the
 GB1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1753.degrees latitude (g = 980.6199 gals.).
 GB1753
 GB1753.The modeled gravity was interpolated from observed gravity values.
 GB1753
 GB1753;                    North         East    Units  Estimated Accuracy
 GB1753;SPC TN       -   199,230.      614,830.      MT  (+/- 180 meters Scaled)
 GB1753
 GB1753                          SUPERSEDED SURVEY CONTROL
 GB1753
 GB1753  NGVD 29 (??/??/92)  176.601  (m)          579.40   (f) ADJ UNCH    2 0
 GB1753
 GB1753.Superseded values are not recommended for survey control.
 GB1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1753.See file dsdata.txt to determine how the superseded data were derived.
 GB1753
 GB1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE048988(NAD 83)
 GB1753_MARKER: DB = BENCH MARK DISK
 GB1753_SETTING: 66 = SET IN ROCK OUTCROP
 GB1753_SP_SET: BEDROCK
 GB1753_STAMPING: A 230 1960
 GB1753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1753+STABILITY: POSITION/ELEVATION WELL
 GB1753
 GB1753  HISTORY     - Date     Condition        Report By
 GB1753  HISTORY     - 1960     MONUMENTED       CGS
 GB1753
 GB1753                          STATION DESCRIPTION
 GB1753
 GB1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1753'1.4 MI E FROM LANCASTER.
 GB1753'FROM THE RAILWAY STATION IN LANCASTER, GO 1.45 MILES SOUTHEAST
 GB1753'ON THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS 1 1/2 RAILS
 GB1753'EAST OF MILE POST 67, 9.5 FT. NORTH OF THE NORTH RAIL, AND 3.3 FT.
 GB1753'WEST OF TELEPHONE POLE 67.  THE BENCH MARK IS CEMENTED IN A DRILL
 GB1753'HOLE IN OUTCROPPING BEDROCK THAT IS ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1704 ***********************************************************************
 GB1704  DESIGNATION -  A 231
 GB1704  PID         -  GB1704
 GB1704  STATE/COUNTY-  TN/PUTNAM
 GB1704  USGS QUAD   -  MONTEREY (1981)
 GB1704
 GB1704                         *CURRENT SURVEY CONTROL
 GB1704  ___________________________________________________________________
 GB1704* NAD 83(1986)-  36 08 35.     (N)    085 22 27.     (W)     SCALED    
 GB1704* NAVD 88     -       429.276  (meters)    1408.38   (feet)  ADJUSTED  
 GB1704  ___________________________________________________________________
 GB1704  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB1704  DYNAMIC HT  -         428.883 (meters)    1407.09  (feet)  COMP
 GB1704  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GB1704
 GB1704  VERT ORDER  -  SECOND    CLASS 0
 GB1704
 GB1704.The horizontal coordinates were scaled from a topographic map and have
 GB1704.an estimated accuracy of +/- 6 seconds.
 GB1704
 GB1704.The orthometric height was determined by differential leveling
 GB1704.and adjusted by the National Geodetic Survey in June 1991..
 GB1704
 GB1704.The geoid height was determined by GEOID03.
 GB1704
 GB1704.The dynamic height is computed by dividing the NAVD 88
 GB1704.geopotential number by the normal gravity value computed on the
 GB1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1704.degrees latitude (g = 980.6199 gals.).
 GB1704
 GB1704.The modeled gravity was interpolated from observed gravity values.
 GB1704
 GB1704;                    North         East    Units  Estimated Accuracy
 GB1704;SPC TN       -   200,970.      656,320.      MT  (+/- 180 meters Scaled)
 GB1704
 GB1704                          SUPERSEDED SURVEY CONTROL
 GB1704
 GB1704  NGVD 29 (??/??/92)  429.314  (m)         1408.51   (f) ADJ UNCH    2 0
 GB1704
 GB1704.Superseded values are not recommended for survey control.
 GB1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1704.See file dsdata.txt to determine how the superseded data were derived.
 GB1704
 GB1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF462010(NAD 83)
 GB1704_MARKER: DB = BENCH MARK DISK
 GB1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1704_STAMPING: A 231 1960
 GB1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1704+STABILITY: SURFACE MOTION
 GB1704
 GB1704  HISTORY     - Date     Condition        Report By
 GB1704  HISTORY     - 1960     MONUMENTED       CGS
 GB1704
 GB1704                          STATION DESCRIPTION
 GB1704
 GB1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1704'7.5 MI W FROM MONTEREY.
 GB1704'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1704'STATE HIGHWAY 84, THEN 4.5 MILES WEST ON U.S. HIGHWAY 70N, THEN
 GB1704'0.2 MILE WEST AND SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THEN
 GB1704'2.15 MILES WESTERLY ON A PAVED AND GRAVELED ROAD TO A Y JUNCTION
 GB1704'JUST BEFORE REACHING THE ROCKY POINT SCHOOL, THEN GO 0.35 MILES
 GB1704'NORTH TO A Y JUNCTION.  THE BENCH MARK IS 56 FT. WEST OF A
 GB1704'36-INCH TREE, 58 FT. NORTH OF THE CENTER OF THE Y JUNCTION, 21
 GB1704'FT. EAST OF THE CENTER OF A GRAVELED ROAD, 1.6 FT. SOUTH OF A
 GB1704'POWER LINE POLE, AND 1.8 FT. NORTH OF A WITNESS SIGN.  THE DISK
 GB1704'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS
 GB1704'ABOUT 2 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.  NOTE-- THIS
 GB1704'MARK IS ABOUT 1.4 MILES EAST ALONG INTERSTATE HIGHWAY 40 FROM
 GB1704'B.M. X 230.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0886 ***********************************************************************
 FC0886  DESIGNATION -  A 232
 FC0886  PID         -  FC0886
 FC0886  STATE/COUNTY-  TN/CUMBERLAND
 FC0886  USGS QUAD   -  DORTON (1991)
 FC0886
 FC0886                         *CURRENT SURVEY CONTROL
 FC0886  ___________________________________________________________________
 FC0886* NAD 83(1986)-  35 57 22.     (N)    084 58 08.     (W)     SCALED    
 FC0886* NAVD 88     -       556.219  (meters)    1824.86   (feet)  ADJUSTED  
 FC0886  ___________________________________________________________________
 FC0886  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC0886  DYNAMIC HT  -         555.702 (meters)    1823.17  (feet)  COMP
 FC0886  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FC0886
 FC0886  VERT ORDER  -  SECOND    CLASS 0
 FC0886
 FC0886.The horizontal coordinates were scaled from a topographic map and have
 FC0886.an estimated accuracy of +/- 6 seconds.
 FC0886
 FC0886.The orthometric height was determined by differential leveling
 FC0886.and adjusted by the National Geodetic Survey in June 1991..
 FC0886
 FC0886.The geoid height was determined by GEOID03.
 FC0886
 FC0886.The dynamic height is computed by dividing the NAVD 88
 FC0886.geopotential number by the normal gravity value computed on the
 FC0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0886.degrees latitude (g = 980.6199 gals.).
 FC0886
 FC0886.The modeled gravity was interpolated from observed gravity values.
 FC0886
 FC0886;                    North         East    Units  Estimated Accuracy
 FC0886;SPC TN       -   180,540.      693,010.      MT  (+/- 180 meters Scaled)
 FC0886
 FC0886                          SUPERSEDED SURVEY CONTROL
 FC0886
 FC0886  NGVD 29 (??/??/92)  556.292  (m)         1825.10   (f) ADJ UNCH    2 0
 FC0886
 FC0886.Superseded values are not recommended for survey control.
 FC0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0886.See file dsdata.txt to determine how the superseded data were derived.
 FC0886
 FC0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE831809(NAD 83)
 FC0886_MARKER: DB = BENCH MARK DISK
 FC0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0886_STAMPING: A 232 1960
 FC0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0886+STABILITY: SURFACE MOTION
 FC0886
 FC0886  HISTORY     - Date     Condition        Report By
 FC0886  HISTORY     - 1960     MONUMENTED       CGS
 FC0886
 FC0886                          STATION DESCRIPTION
 FC0886
 FC0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0886'AT DORTON.
 FC0886'FROM THE DORTON SCHOOL IN DORTON, GO 0.15 MILES WEST ON A
 FC0886'GRAVELED ROAD.  THE BENCH MARK IS 67 FT. SOUTHWEST OF THE CENTER
 FC0886'OF A SIDEWALK LEADING TO A HOUSE, 19 FT. NORTHWEST OF THE CENTER
 FC0886'OF THE GRAVELED ROAD, 1.2 FT. NORTHEAST OF A POWER LINE POLE,
 FC0886'AND 2.6 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN
 FC0886'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE
 FC0886'THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0909 ***********************************************************************
 FC0909  DESIGNATION -  A 233
 FC0909  PID         -  FC0909
 FC0909  STATE/COUNTY-  TN/ROANE
 FC0909  USGS QUAD   -  HARRIMAN (1980)
 FC0909
 FC0909                         *CURRENT SURVEY CONTROL
 FC0909  ___________________________________________________________________
 FC0909* NAD 83(1986)-  35 54 19.     (N)    084 34 27.     (W)     SCALED    
 FC0909* NAVD 88     -       260.745  (meters)     855.46   (feet)  ADJUSTED  
 FC0909  ___________________________________________________________________
 FC0909  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0909  DYNAMIC HT  -         260.505 (meters)     854.67  (feet)  COMP
 FC0909  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 FC0909
 FC0909  VERT ORDER  -  SECOND    CLASS 0
 FC0909
 FC0909.The horizontal coordinates were scaled from a topographic map and have
 FC0909.an estimated accuracy of +/- 6 seconds.
 FC0909
 FC0909.The orthometric height was determined by differential leveling
 FC0909.and adjusted by the National Geodetic Survey in June 1991..
 FC0909
 FC0909.The geoid height was determined by GEOID03.
 FC0909
 FC0909.The dynamic height is computed by dividing the NAVD 88
 FC0909.geopotential number by the normal gravity value computed on the
 FC0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0909.degrees latitude (g = 980.6199 gals.).
 FC0909
 FC0909.The modeled gravity was interpolated from observed gravity values.
 FC0909
 FC0909;                    North         East    Units  Estimated Accuracy
 FC0909;SPC TN       -   175,340.      728,700.      MT  (+/- 180 meters Scaled)
 FC0909
 FC0909                          SUPERSEDED SURVEY CONTROL
 FC0909
 FC0909  NGVD 29 (??/??/92)  260.855  (m)          855.82   (f) ADJ UNCH    2 0
 FC0909
 FC0909.Superseded values are not recommended for survey control.
 FC0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0909.See file dsdata.txt to determine how the superseded data were derived.
 FC0909
 FC0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE189761(NAD 83)
 FC0909_MARKER: DB = BENCH MARK DISK
 FC0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0909_STAMPING: A 233 1960
 FC0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0909+STABILITY: SURFACE MOTION
 FC0909
 FC0909  HISTORY     - Date     Condition        Report By
 FC0909  HISTORY     - 1960     MONUMENTED       CGS
 FC0909
 FC0909                          STATION DESCRIPTION
 FC0909
 FC0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0909'1.4 MI SW FROM EMORY GAP.
 FC0909'FROM THE SOUTHERN RAILWAY STATION IN EMORY GAP, GO 0.55 MILE
 FC0909'SOUTHWEST ON THE SOUTHERN RAILWAY, THEN 0.15 MILE NORTHEAST ON
 FC0909'U.S. HIGHWAY 61, THEN 0.7 MILE SOUTHEAST ON A GRAVELED ROAD TO
 FC0909'A T JUNCTION.  THE BENCH MARK IS 55 FT. SOUTHEAST OF THE CENTER
 FC0909'OF A GRAVELED ROAD, 20 FT. NORTHEAST OF THE CENTER OF A GRAVELED
 FC0909'ROAD, 17 FT. SOUTH OF A POWER LINE POLE WITH TRANSFORMER, 1.5 FT.
 FC0909'NORTHWEST OF A WITNESS SIGN, AND ACROSS THE ROAD FROM A SMALL
 FC0909'HOUSE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 FC0909'INCHES AND ABOUT 1 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0209 ***********************************************************************
 FC0209  DESIGNATION -  A 234
 FC0209  PID         -  FC0209
 FC0209  STATE/COUNTY-  TN/LOUDON
 FC0209  USGS QUAD   -  LENOIR CITY (1986)
 FC0209
 FC0209                         *CURRENT SURVEY CONTROL
 FC0209  ___________________________________________________________________
 FC0209* NAD 83(1986)-  35 52 17.     (N)    084 16 00.     (W)     SCALED    
 FC0209* NAVD 88     -       264.173  (meters)     866.71   (feet)  ADJUSTED  
 FC0209  ___________________________________________________________________
 FC0209  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0209  DYNAMIC HT  -         263.923 (meters)     865.89  (feet)  COMP
 FC0209  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FC0209
 FC0209  VERT ORDER  -  SECOND    CLASS 0
 FC0209
 FC0209.The horizontal coordinates were scaled from a topographic map and have
 FC0209.an estimated accuracy of +/- 6 seconds.
 FC0209
 FC0209.The orthometric height was determined by differential leveling
 FC0209.and adjusted by the National Geodetic Survey in June 1991..
 FC0209
 FC0209.The geoid height was determined by GEOID03.
 FC0209
 FC0209.The dynamic height is computed by dividing the NAVD 88
 FC0209.geopotential number by the normal gravity value computed on the
 FC0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0209.degrees latitude (g = 980.6199 gals.).
 FC0209
 FC0209.The modeled gravity was interpolated from observed gravity values.
 FC0209
 FC0209;                    North         East    Units  Estimated Accuracy
 FC0209;SPC TN       -   172,030.      756,520.      MT  (+/- 180 meters Scaled)
 FC0209
 FC0209                          SUPERSEDED SURVEY CONTROL
 FC0209
 FC0209  NGVD 29 (??/??/92)  264.284  (m)          867.07   (f) ADJ UNCH    2 0
 FC0209
 FC0209.Superseded values are not recommended for survey control.
 FC0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0209.See file dsdata.txt to determine how the superseded data were derived.
 FC0209
 FC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE467731(NAD 83)
 FC0209_MARKER: DB = BENCH MARK DISK
 FC0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0209_SP_SET: CULVERT
 FC0209_STAMPING: A 234 1960
 FC0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0209
 FC0209  HISTORY     - Date     Condition        Report By
 FC0209  HISTORY     - 1960     MONUMENTED       CGS
 FC0209
 FC0209                          STATION DESCRIPTION
 FC0209
 FC0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0209'3.8 MI NE FROM EATON CROSSROADS.
 FC0209'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0209'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED ROAD,
 FC0209'THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 0.7 MILE
 FC0209'WEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS 0.25 MILE WEST
 FC0209'OF THE INTERSECTION OF A Y JUNCTION OF INTERSTATE HIGHWAY 40
 FC0209'AND A ROAD LEADING SOUTH TO INTERSTATE 75, 39 FT. SOUTH OF THE
 FC0209'APPROXIMATE CENTER OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE
 FC0209'40 NOW UNDER CONSTRUCTION.  THE DISK IS CEMENTED IN A DRILL HOLE
 FC0209'IN TOP OF THE SOUTHWEST CORNER OF A 5 BY 5 CONCRETE CULVERT DRAIN
 FC0209'LOCATED BETWEEN THE TWO TRAFFIC LANES, AND IS ABOUT LEVEL WITH THE
 FC0209'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2462 ***********************************************************************
 GA2462  DESIGNATION -  A 235
 GA2462  PID         -  GA2462
 GA2462  STATE/COUNTY-  TN/KNOX
 GA2462  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2462
 GA2462                         *CURRENT SURVEY CONTROL
 GA2462  ___________________________________________________________________
 GA2462* NAD 83(1986)-  36 02 04.     (N)    083 53 18.     (W)     SCALED    
 GA2462* NAVD 88     -       315.060  (meters)    1033.66   (feet)  ADJUSTED  
 GA2462  ___________________________________________________________________
 GA2462  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2462  DYNAMIC HT  -         314.769 (meters)    1032.70  (feet)  COMP
 GA2462  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 GA2462
 GA2462  VERT ORDER  -  SECOND    CLASS 0
 GA2462
 GA2462.The horizontal coordinates were scaled from a topographic map and have
 GA2462.an estimated accuracy of +/- 6 seconds.
 GA2462
 GA2462.The orthometric height was determined by differential leveling
 GA2462.and adjusted by the National Geodetic Survey in June 1991..
 GA2462
 GA2462.The geoid height was determined by GEOID03.
 GA2462
 GA2462.The dynamic height is computed by dividing the NAVD 88
 GA2462.geopotential number by the normal gravity value computed on the
 GA2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2462.degrees latitude (g = 980.6199 gals.).
 GA2462
 GA2462.The modeled gravity was interpolated from observed gravity values.
 GA2462
 GA2462;                    North         East    Units  Estimated Accuracy
 GA2462;SPC TN       -   190,790.      790,290.      MT  (+/- 180 meters Scaled)
 GA2462
 GA2462                          SUPERSEDED SURVEY CONTROL
 GA2462
 GA2462  NGVD 29 (??/??/92)  315.193  (m)         1034.10   (f) ADJ UNCH    2 0
 GA2462
 GA2462.Superseded values are not recommended for survey control.
 GA2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2462.See file dsdata.txt to determine how the superseded data were derived.
 GA2462
 GA2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV397916(NAD 83)
 GA2462_MARKER: DB = BENCH MARK DISK
 GA2462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2462_SP_SET: OVERPASS
 GA2462_STAMPING: A 235 1961
 GA2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2462
 GA2462  HISTORY     - Date     Condition        Report By
 GA2462  HISTORY     - 1961     MONUMENTED       CGS
 GA2462  HISTORY     - 1981     GOOD             LOCENG
 GA2462
 GA2462                          STATION DESCRIPTION
 GA2462
 GA2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2462'IN NORTHEAST KNOXVILLE.
 GA2462'THIS BENCH MARK IS LOCATED AT THE INTERSECTION OF GREENWAY DRIVE
 GA2462'AND WASHINGTON PIKE IN NORTHEAST KNOXVILLE.  THE BENCH MARK DISK
 GA2462'IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTH END OF THE EAST
 GA2462'CONCRETE HEADWALL AT THE SOUTH END OF AN OVERPASS OVER THE SOUTHERN
 GA2462'RAILWAY, 3.4 FT. NORTH OF THE SOUTH END OF THE OVERPASS AND ABOUT
 GA2462'LEVEL WITH WASHINGTON PIKE.  NOTE-- THIS MARK IS ABOUT 0.9 MILE
 GA2462'EAST ALONG THE SOUTHERN RAILWAY FROM B.M. Z 234.
 GA2462
 GA2462                          STATION RECOVERY (1981)
 GA2462
 GA2462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2462'MARK IS LOCATED AT 'OLD' WASHINGTON PIKE BRIDGE-NEW BRIDGE IS LOCATED
 GA2462'APPROXIMATELY 50 FEET E. OF OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0720 ***********************************************************************
 GB0720  DESIGNATION -  A 236
 GB0720  PID         -  GB0720
 GB0720  STATE/COUNTY-  TN/CAMPBELL
 GB0720  USGS QUAD   -  JACKSBORO (1991)
 GB0720
 GB0720                         *CURRENT SURVEY CONTROL
 GB0720  ___________________________________________________________________
 GB0720* NAD 83(1986)-  36 17 06.     (N)    084 12 42.     (W)     SCALED    
 GB0720* NAVD 88     -       368.870  (meters)    1210.20   (feet)  ADJUSTED  
 GB0720  ___________________________________________________________________
 GB0720  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB0720  DYNAMIC HT  -         368.544 (meters)    1209.13  (feet)  COMP
 GB0720  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 GB0720
 GB0720  VERT ORDER  -  SECOND    CLASS 0
 GB0720
 GB0720.The horizontal coordinates were scaled from a topographic map and have
 GB0720.an estimated accuracy of +/- 6 seconds.
 GB0720
 GB0720.The orthometric height was determined by differential leveling
 GB0720.and adjusted by the National Geodetic Survey in June 1991..
 GB0720
 GB0720.The geoid height was determined by GEOID03.
 GB0720
 GB0720.The dynamic height is computed by dividing the NAVD 88
 GB0720.geopotential number by the normal gravity value computed on the
 GB0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0720.degrees latitude (g = 980.6199 gals.).
 GB0720
 GB0720.The modeled gravity was interpolated from observed gravity values.
 GB0720
 GB0720;                    North         East    Units  Estimated Accuracy
 GB0720;SPC TN       -   218,010.      760,650.      MT  (+/- 180 meters Scaled)
 GB0720
 GB0720                          SUPERSEDED SURVEY CONTROL
 GB0720
 GB0720  NGVD 29 (??/??/92)  368.978  (m)         1210.56   (f) ADJ UNCH    2 0
 GB0720
 GB0720.Superseded values are not recommended for survey control.
 GB0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0720.See file dsdata.txt to determine how the superseded data were derived.
 GB0720
 GB0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF504191(NAD 83)
 GB0720_MARKER: DB = BENCH MARK DISK
 GB0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0720_SP_SET: CULVERT
 GB0720_STAMPING: A 236 1961
 GB0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0720
 GB0720  HISTORY     - Date     Condition        Report By
 GB0720  HISTORY     - 1961     MONUMENTED       CGS
 GB0720  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0720
 GB0720                          STATION DESCRIPTION
 GB0720
 GB0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0720'1.1 MI S FROM CARYVILLE.
 GB0720'FROM THE CARYVILLE JR. HIGH SCHOOL IN CARYVILLE, GO 0.2 MILE EAST
 GB0720'ON STATE HIGHWAY 63, THEN 0.9 MILE SOUTH ON U.S. HIGHWAY 25W TO A
 GB0720'CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS 12.2 FT.
 GB0720'EAST OF THE CENTER OF U.S. HIGHWAY 25W AND JUST ACROSS THE ROAD
 GB0720'FROM A HOUSE ABOUT 30 FT. BELOW THE HIGHWAY.  THE DISK IS CEMENTED
 GB0720'IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE EAST CONCRETE HEADWALL
 GB0720'OF THE CULVERT, AND IS ABOUT LEVEL WITH THE ROAD.
 GB0720
 GB0720                          STATION RECOVERY (1973)
 GB0720
 GB0720'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2126 ***********************************************************************
 FB2126  DESIGNATION -  A 237 RESET
 FB2126  PID         -  FB2126
 FB2126  STATE/COUNTY-  TN/KNOX
 FB2126  USGS QUAD   -  BOYDS CREEK (1986)
 FB2126
 FB2126                         *CURRENT SURVEY CONTROL
 FB2126  ___________________________________________________________________
 FB2126* NAD 83(1986)-  35 59 20.     (N)    083 41 45.     (W)     SCALED    
 FB2126* NAVD 88     -       285.93   (meters)     938.1    (feet)  RESET     
 FB2126  ___________________________________________________________________
 FB2126  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB2126
 FB2126  VERT ORDER  -  THIRD
 FB2126
 FB2126.The horizontal coordinates were scaled from a topographic map and have
 FB2126.an estimated accuracy of +/- 6 seconds.
 FB2126
 FB2126.The orthometric height was computed from unverified reset data.
 FB2126
 FB2126.The geoid height was determined by GEOID03.
 FB2126
 FB2126;                    North         East    Units  Estimated Accuracy
 FB2126;SPC TN       -   186,130.      807,750.      MT  (+/- 180 meters Scaled)
 FB2126
 FB2126                          SUPERSEDED SURVEY CONTROL
 FB2126
 FB2126.No superseded survey control is available for this station.
 FB2126
 FB2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV569860(NAD 83)
 FB2126_MARKER: DB = BENCH MARK DISK
 FB2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2126_STAMPING: A 237 RESET 1972
 FB2126_MARK LOGO: NGS   
 FB2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2126+STABILITY: SURFACE MOTION
 FB2126
 FB2126  HISTORY     - Date     Condition        Report By
 FB2126  HISTORY     - 1972     MONUMENTED       NGS
 FB2126
 FB2126                          STATION DESCRIPTION
 FB2126
 FB2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FB2126'1.5 MI SW FROM THORNGROVE.
 FB2126'TO REACH THE STATION FROM THE MAIN CROSSROAD IN THE COMMUNITY
 FB2126'OF THORNGROVE, GO WEST AND SOUTHWESTERLY ON SECONDARY ROUTE
 FB2126'2408 (THORNGROVE ROAD) FOR 1.1 MILES TO MIDWAY ROAD ON THE
 FB2126'LEFT, THENCE LEFT ON MIDWAY ROAD AND GO SOUTH 0.65 OF A MILE
 FB2126'TO THE MARK ON THE RIGHT.  THE MARK IS 33 FEET SOUTH OF A
 FB2126'GUYED POWERLINE TRANSFORMER AND UTILITY POLE 32, 19 FEET WEST
 FB2126'OF THE APPROXIMATE CENTER OF MIDWAY ROAD, AND 1.0 FOOT EAST
 FB2126'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 FB2126'IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FB2126'2 INCHES AND THE DISK IS STAMPED A 237 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0256 ***********************************************************************
 FC0256  DESIGNATION -  A 238
 FC0256  PID         -  FC0256
 FC0256  STATE/COUNTY-  TN/LOUDON
 FC0256  USGS QUAD   -  LENOIR CITY (1986)
 FC0256
 FC0256                         *CURRENT SURVEY CONTROL
 FC0256  ___________________________________________________________________
 FC0256* NAD 83(1986)-  35 48 29.     (N)    084 18 19.     (W)     SCALED    
 FC0256* NAVD 88     -       277.678  (meters)     911.02   (feet)  ADJUSTED  
 FC0256  ___________________________________________________________________
 FC0256  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0256  DYNAMIC HT  -         277.413 (meters)     910.15  (feet)  COMP
 FC0256  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 FC0256
 FC0256  VERT ORDER  -  SECOND    CLASS 0
 FC0256
 FC0256.The horizontal coordinates were scaled from a topographic map and have
 FC0256.an estimated accuracy of +/- 6 seconds.
 FC0256
 FC0256.The orthometric height was determined by differential leveling
 FC0256.and adjusted by the National Geodetic Survey in June 1991..
 FC0256
 FC0256.The geoid height was determined by GEOID03.
 FC0256
 FC0256.The dynamic height is computed by dividing the NAVD 88
 FC0256.geopotential number by the normal gravity value computed on the
 FC0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0256.degrees latitude (g = 980.6199 gals.).
 FC0256
 FC0256.The modeled gravity was interpolated from observed gravity values.
 FC0256
 FC0256;                    North         East    Units  Estimated Accuracy
 FC0256;SPC TN       -   164,950.      753,160.      MT  (+/- 180 meters Scaled)
 FC0256
 FC0256                          SUPERSEDED SURVEY CONTROL
 FC0256
 FC0256  NGVD 29 (??/??/92)  277.788  (m)          911.38   (f) ADJ UNCH    2 0
 FC0256
 FC0256.Superseded values are not recommended for survey control.
 FC0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0256.See file dsdata.txt to determine how the superseded data were derived.
 FC0256
 FC0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE434660(NAD 83)
 FC0256_MARKER: DB = BENCH MARK DISK
 FC0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0256_STAMPING: A 238 1961
 FC0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0256+STABILITY: SURFACE MOTION
 FC0256
 FC0256  HISTORY     - Date     Condition        Report By
 FC0256  HISTORY     - 1961     MONUMENTED       CGS
 FC0256  HISTORY     - 1965     GOOD             NGS
 FC0256
 FC0256                          STATION DESCRIPTION
 FC0256
 FC0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0256'2.7 MI S FROM EATON CROSSROADS.
 FC0256'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE 95 AT
 FC0256'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE ROUTE 95 TO A PAVED
 FC0256'ROAD RIGHT, THENCE RIGHT, SOUTHWEST ON THE PAVED ROAD FOR 1.05
 FC0256'MILES TO A GARAGE ON THE LEFT.  THE BENCH MARK IS ABOUT 200
 FC0256'FEET SOUTH OF INTERSTATE ROUTE 75, 43 FEET NORTH OF THE NORTHEAST
 FC0256'CORNER OF THE GARAGE, 37 FEET WEST OF THE APPROXIMATE CENTER
 FC0256'OF A PRIVATE DRIVE, 19 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC0256'THE PAVED ROAD, 2 FEET WEST OF A FENCE CORNER POST, AND 1.8
 FC0256'FEET EAST OF A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN
 FC0256'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FC0256'ABOUT 4 INCHES AND THE DISK IS STAMPED A 238 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2056 ***********************************************************************
 GA2056  DESIGNATION -  A 239
 GA2056  PID         -  GA2056
 GA2056  STATE/COUNTY-  TN/JEFFERSON
 GA2056  USGS QUAD   -  MORRISTOWN (1979)
 GA2056
 GA2056                         *CURRENT SURVEY CONTROL
 GA2056  ___________________________________________________________________
 GA2056* NAD 83(1986)-  36 07 55.     (N)    083 17 42.     (W)     SCALED    
 GA2056* NAVD 88     -       365.905  (meters)    1200.47   (feet)  ADJUSTED  
 GA2056  ___________________________________________________________________
 GA2056  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA2056  DYNAMIC HT  -         365.563 (meters)    1199.35  (feet)  COMP
 GA2056  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 GA2056
 GA2056  VERT ORDER  -  SECOND    CLASS 0
 GA2056
 GA2056.The horizontal coordinates were scaled from a topographic map and have
 GA2056.an estimated accuracy of +/- 6 seconds.
 GA2056
 GA2056.The orthometric height was determined by differential leveling
 GA2056.and adjusted by the National Geodetic Survey in June 1991..
 GA2056
 GA2056.The geoid height was determined by GEOID03.
 GA2056
 GA2056.The dynamic height is computed by dividing the NAVD 88
 GA2056.geopotential number by the normal gravity value computed on the
 GA2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2056.degrees latitude (g = 980.6199 gals.).
 GA2056
 GA2056.The modeled gravity was interpolated from observed gravity values.
 GA2056
 GA2056;                    North         East    Units  Estimated Accuracy
 GA2056;SPC TN       -   202,920.      843,450.      MT  (+/- 180 meters Scaled)
 GA2056
 GA2056                          SUPERSEDED SURVEY CONTROL
 GA2056
 GA2056  NGVD 29 (??/??/92)  366.049  (m)         1200.95   (f) ADJ UNCH    2 0
 GA2056
 GA2056.Superseded values are not recommended for survey control.
 GA2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2056.See file dsdata.txt to determine how the superseded data were derived.
 GA2056
 GA2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA934010(NAD 83)
 GA2056_MARKER: DB = BENCH MARK DISK
 GA2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2056_STAMPING: A 239 1961
 GA2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2056+STABILITY: SURFACE MOTION
 GA2056
 GA2056  HISTORY     - Date     Condition        Report By
 GA2056  HISTORY     - 1961     MONUMENTED       CGS
 GA2056  HISTORY     - 1980     GOOD             NGS
 GA2056
 GA2056                          STATION DESCRIPTION
 GA2056
 GA2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2056'2.6 MI N FROM WHITE PINE.
 GA2056'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2056'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E,
 GA2056'THEN 0.8 MILE WEST ON INTERSTATE HIGHWAY 81 TO A PAVED ROAD.
 GA2056'THE BENCH MARK IS ABOUT 0.05 MILE NORTH OF A HOUSE, ABOUT 450
 GA2056'FT. SOUTH OF INTERSTATE 81, 44 FT. EAST AND ACROSS THE PAVED
 GA2056'ROAD FROM A POWER LINE POLE, 19.5 FT. EAST OF THE CENTER OF THE
 GA2056'PAVED ROAD, 1.1 FT. WEST OF A FENCE, AND 1.3 FT. WEST OF A
 GA2056'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA2056'4 INCHES AND IS ABOUT 3 FT. BELOW THE LEVEL OF THE PAVED ROAD.
 GA2056
 GA2056                          STATION RECOVERY (1980)
 GA2056
 GA2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2056'IT IS 15 FEET NORTH OF THE EXTENDED CENTERLINE OF A DRIVE WAY
 GA2056'WEST,104 FEET NORTHEAST OF A FENCE CORNER AND HAS 2 IRON PINS PINS
 GA2056'BESIDE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0163 ***********************************************************************
 GD0163  DESIGNATION -  A 24
 GD0163  PID         -  GD0163
 GD0163  STATE/COUNTY-  TN/HENRY
 GD0163  USGS QUAD   -  PARIS (1986)
 GD0163
 GD0163                         *CURRENT SURVEY CONTROL
 GD0163  ___________________________________________________________________
 GD0163* NAD 83(1986)-  36 18 43.     (N)    088 17 28.     (W)     SCALED    
 GD0163* NAVD 88     -       125.369  (meters)     411.31   (feet)  ADJUSTED  
 GD0163  ___________________________________________________________________
 GD0163  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0163  DYNAMIC HT  -         125.266 (meters)     410.98  (feet)  COMP
 GD0163  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 GD0163
 GD0163  VERT ORDER  -  SECOND    CLASS 0
 GD0163
 GD0163.The horizontal coordinates were scaled from a topographic map and have
 GD0163.an estimated accuracy of +/- 6 seconds.
 GD0163
 GD0163.The orthometric height was determined by differential leveling
 GD0163.and adjusted by the National Geodetic Survey in June 1991..
 GD0163
 GD0163.The geoid height was determined by GEOID03.
 GD0163
 GD0163.The dynamic height is computed by dividing the NAVD 88
 GD0163.geopotential number by the normal gravity value computed on the
 GD0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0163.degrees latitude (g = 980.6199 gals.).
 GD0163
 GD0163.The modeled gravity was interpolated from observed gravity values.
 GD0163
 GD0163;                    North         East    Units  Estimated Accuracy
 GD0163;SPC TN       -   221,940.      394,260.      MT  (+/- 180 meters Scaled)
 GD0163
 GD0163                          SUPERSEDED SURVEY CONTROL
 GD0163
 GD0163  NGVD 29 (??/??/??)  125.411  (m)          411.45   (f) ADJUSTED    2 0
 GD0163
 GD0163.Superseded values are not recommended for survey control.
 GD0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0163.See file dsdata.txt to determine how the superseded data were derived.
 GD0163
 GD0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF840193(NAD 83)
 GD0163_MARKER: DB = BENCH MARK DISK
 GD0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0163_SP_SET: PIER
 GD0163_STAMPING: 411.682 A 24 1934
 GD0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0163
 GD0163  HISTORY     - Date     Condition        Report By
 GD0163  HISTORY     - 1934     MONUMENTED       CGS
 GD0163  HISTORY     - 1953     GOOD             CGS
 GD0163  HISTORY     - 1971     GOOD             NGS
 GD0163
 GD0163                          STATION DESCRIPTION
 GD0163
 GD0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GD0163'2 MI NE FROM PARIS.
 GD0163'2-1/2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0163'FROM THE STATION AT PARIS, HENRY COUNTY, 1/2 MILE EAST OF
 GD0163'MILEPOST 245, AT THE OVERPASS OF STATE HIGHWAY 76, IN THE
 GD0163'CENTER OF THE NORTH FACE OF THE SOUTH CONCRETE PIER, 8 YARDS
 GD0163'SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET ABOVE THE
 GD0163'GROUND.  A STANDARD DISK, STAMPED 411.682 A 24 1934 AND SET
 GD0163'VERTICALLY.
 GD0163
 GD0163                          STATION RECOVERY (1971)
 GD0163
 GD0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2063 ***********************************************************************
 GA2063  DESIGNATION -  A 240
 GA2063  PID         -  GA2063
 GA2063  STATE/COUNTY-  TN/JEFFERSON
 GA2063  USGS QUAD   -  SPRINGVALE (1980)
 GA2063
 GA2063                         *CURRENT SURVEY CONTROL
 GA2063  ___________________________________________________________________
 GA2063* NAD 83(1986)-  36 08 58.     (N)    083 14 41.     (W)     SCALED    
 GA2063* NAVD 88     -       349.597  (meters)    1146.97   (feet)  ADJUSTED  
 GA2063  ___________________________________________________________________
 GA2063  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA2063  DYNAMIC HT  -         349.271 (meters)    1145.90  (feet)  COMP
 GA2063  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 GA2063
 GA2063  VERT ORDER  -  SECOND    CLASS 0
 GA2063
 GA2063.The horizontal coordinates were scaled from a topographic map and have
 GA2063.an estimated accuracy of +/- 6 seconds.
 GA2063
 GA2063.The orthometric height was determined by differential leveling
 GA2063.and adjusted by the National Geodetic Survey in June 1991..
 GA2063
 GA2063.The geoid height was determined by GEOID03.
 GA2063
 GA2063.The dynamic height is computed by dividing the NAVD 88
 GA2063.geopotential number by the normal gravity value computed on the
 GA2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2063.degrees latitude (g = 980.6199 gals.).
 GA2063
 GA2063.The modeled gravity was interpolated from observed gravity values.
 GA2063
 GA2063;                    North         East    Units  Estimated Accuracy
 GA2063;SPC TN       -   204,990.      847,920.      MT  (+/- 180 meters Scaled)
 GA2063
 GA2063                          SUPERSEDED SURVEY CONTROL
 GA2063
 GA2063  NGVD 29 (??/??/92)  349.733  (m)         1147.42   (f) ADJ UNCH    2 0
 GA2063
 GA2063.Superseded values are not recommended for survey control.
 GA2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2063.See file dsdata.txt to determine how the superseded data were derived.
 GA2063
 GA2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA980028(NAD 83)
 GA2063_MARKER: DB = BENCH MARK DISK
 GA2063_SETTING: 66 = SET IN ROCK OUTCROP
 GA2063_SP_SET: ROCK OUTCROP
 GA2063_STAMPING: A 240 1961
 GA2063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2063+STABILITY: POSITION/ELEVATION WELL
 GA2063
 GA2063  HISTORY     - Date     Condition        Report By
 GA2063  HISTORY     - 1961     MONUMENTED       CGS
 GA2063  HISTORY     - 1968     GOOD             TNDT
 GA2063
 GA2063                          STATION DESCRIPTION
 GA2063
 GA2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2063'4.2 MI NE FROM WHITE PINE.
 GA2063'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2063'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2063'0.5 MILE EAST ON INTERSTATE HIGHWAY 81, THEN 0.25 MILE
 GA2063'SOUTHEAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO 1.6 MILES
 GA2063'NORTHEAST ON THE GRAVELED ROAD TO A PRIVATE DRIVE AND A POND ON
 GA2063'THE LEFT.  THE BENCH MARK IS ABOUT 300 FT. NORTHWEST OF THE
 GA2063'GRAVELED ROAD, 63 FT. SOUTHWEST OF THE CENTER OF THE PRIVATE
 GA2063'DRIVE, 33.5 FT. WEST OF A LONE WALNUT TREE, AND 3.8 FT. SOUTH OF
 GA2063'A SMALL ROCK CAIRN.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GA2063'TOP OF THE WEST END OF ONE OF MANY OUTCROPPINGS OF GRAY ROCK
 GA2063'WEST OF THE SMALL POND.
 GA2063
 GA2063                          STATION RECOVERY (1968)
 GA2063
 GA2063'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 GA2063'WALNUT TREE IS A HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1053 ***********************************************************************
 GA1053  DESIGNATION -  A 241
 GA1053  PID         -  GA1053
 GA1053  STATE/COUNTY-  TN/GREENE
 GA1053  USGS QUAD   -  BAILEYTON (1971)
 GA1053
 GA1053                         *CURRENT SURVEY CONTROL
 GA1053  ___________________________________________________________________
 GA1053* NAD 83(1986)-  36 20 05.     (N)    082 48 35.     (W)     SCALED    
 GA1053* NAVD 88     -       371.764  (meters)    1219.70   (feet)  ADJUSTED  
 GA1053  ___________________________________________________________________
 GA1053  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1053  DYNAMIC HT  -         371.420 (meters)    1218.57  (feet)  COMP
 GA1053  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA1053
 GA1053  VERT ORDER  -  SECOND    CLASS 0
 GA1053
 GA1053.The horizontal coordinates were scaled from a topographic map and have
 GA1053.an estimated accuracy of +/- 6 seconds.
 GA1053
 GA1053.The orthometric height was determined by differential leveling
 GA1053.and adjusted by the National Geodetic Survey in June 1991..
 GA1053
 GA1053.The geoid height was determined by GEOID03.
 GA1053
 GA1053.The dynamic height is computed by dividing the NAVD 88
 GA1053.geopotential number by the normal gravity value computed on the
 GA1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1053.degrees latitude (g = 980.6199 gals.).
 GA1053
 GA1053.The modeled gravity was interpolated from observed gravity values.
 GA1053
 GA1053;                    North         East    Units  Estimated Accuracy
 GA1053;SPC TN       -   226,720.      886,370.      MT  (+/- 180 meters Scaled)
 GA1053
 GA1053                          SUPERSEDED SURVEY CONTROL
 GA1053
 GA1053  NGVD 29 (??/??/92)  371.901  (m)         1220.15   (f) ADJ UNCH    2 0
 GA1053
 GA1053.Superseded values are not recommended for survey control.
 GA1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1053.See file dsdata.txt to determine how the superseded data were derived.
 GA1053
 GA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA375225(NAD 83)
 GA1053_MARKER: DB = BENCH MARK DISK
 GA1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1053_STAMPING: A 241 1961
 GA1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1053+STABILITY: SURFACE MOTION
 GA1053
 GA1053  HISTORY     - Date     Condition        Report By
 GA1053  HISTORY     - 1961     MONUMENTED       CGS
 GA1053  HISTORY     - 1972     GOOD             NGS
 GA1053  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1053
 GA1053                          STATION DESCRIPTION
 GA1053
 GA1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1053'2 MI E FROM BAILEYTON.
 GA1053'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 1.7 MILE EAST ON THE
 GA1053'ROMEO ROAD, THEN 0.5 MILE SOUTH ON A GRAVELED ROAD TO A Y JUNCTION.
 GA1053'THE BENCH MARK IS ABOUT 500 FT. SOUTH OF PROPOSED INTERSTATE
 GA1053'HIGHWAY 81, ABOUT 190 FT. EAST OF THE Y JUNCTION, 45 FT. SOUTH OF
 GA1053'THE CENTER A GRAVELED ROAD, 53.5 FT. WEST OF POWERLINE POLE
 GA1053'1B 576 WITH A GUY WIRE, 30.4 FT. SOUTH OF A FENCE, AND 0.7 FT.
 GA1053'NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GA1053'POST FLUSH WITH THE GROUND AND IS ABOUT 5 FT. ABOVE THE LEVEL OF
 GA1053'THE ROAD.
 GA1053
 GA1053                          STATION RECOVERY (1972)
 GA1053
 GA1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1053'RECOVERED IN GOOD CONDITION.
 GA1053
 GA1053                          STATION RECOVERY (1980)
 GA1053
 GA1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0328 ***********************************************************************
 GA0328  DESIGNATION -  A 242 RESET
 GA0328  PID         -  GA0328
 GA0328  STATE/COUNTY-  TN/SULLIVAN
 GA0328  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0328
 GA0328                         *CURRENT SURVEY CONTROL
 GA0328  ___________________________________________________________________
 GA0328* NAD 83(1986)-  36 31 24.     (N)    082 23 55.     (W)     SCALED    
 GA0328* NAVD 88     -       525.54   (meters)    1724.2    (feet)  RESET     
 GA0328  ___________________________________________________________________
 GA0328  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0328
 GA0328  VERT ORDER  -  THIRD
 GA0328
 GA0328.The horizontal coordinates were scaled from a topographic map and have
 GA0328.an estimated accuracy of +/- 6 seconds.
 GA0328
 GA0328.The orthometric height was computed from unverified reset data.
 GA0328
 GA0328.The geoid height was determined by GEOID03.
 GA0328
 GA0328;                    North         East    Units  Estimated Accuracy
 GA0328;SPC TN       -   248,920.      922,490.      MT  (+/- 180 meters Scaled)
 GA0328
 GA0328                          SUPERSEDED SURVEY CONTROL
 GA0328
 GA0328.No superseded survey control is available for this station.
 GA0328
 GA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA747429(NAD 83)
 GA0328_MARKER: DB = BENCH MARK DISK
 GA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0328_STAMPING: A 242 RESET 1969
 GA0328_MARK LOGO: CGS   
 GA0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0328+STABILITY: SURFACE MOTION
 GA0328
 GA0328  HISTORY     - Date     Condition        Report By
 GA0328  HISTORY     - 1969     MONUMENTED       CGS
 GA0328
 GA0328                          STATION DESCRIPTION
 GA0328
 GA0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GA0328'4.8 MI W FROM BLOUNTVILLE.
 GA0328'TO REACH THE MARK FROM THE TRAFFIC LIGHT AT THE JUNCTION OF STATE
 GA0328'ROUTES 37 AND 126 ABOUT 0.1 OF A MILE WEST OF THE SULLIVAN
 GA0328'COUNTY COURTHOUSE IN BLOUNTVILLE, GO WEST-SOUTHWEST ON STATE
 GA0328'ROUTE 126 FOR 0.6 OF A MILE TO THE JUNCTION WITH STATE ROUTE 75
 GA0328'ON THE LEFT.  HERE KEEP RIGHT AND CONTINUE ON STATE ROUTE
 GA0328'126 IN A GENERAL NORTHWESTERLY DIRECTION FOR 2.9 MILES TO A
 GA0328'PAVED ROAD LEFT.  HERE TURN LEFT AND GO WESTERLY ON THE PAVED
 GA0328'ROAD FOR 0.4 OF A MILE TO A Y JUNCTION WITH A GRAVELED ROAD,
 GA0328'KEEP LEFT ON THE GRAVELED ROAD AND GO SOUTHWESTERLY FOR 0.6
 GA0328'OF A MILE TO A FIELD APPROACH ON THE LEFT AND THE MARK AS
 GA0328'DESCRIBED.  THE MARK IS ABOUT 200 FEET SOUTHEAST OF INTERSTATE
 GA0328'ROUTE 81, 91 FEET SOUTHWEST OF A POWERLINE POLE, 62 FEET SOUTHEAST
 GA0328'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 33 FEET SOUTHEAST
 GA0328'OF A NORTHWEST FENCE CORNER POST, 9 FEET NORTHEAST OF THE
 GA0328'APPROXIMATE CENTER OF A FIELD DRIVE, 9 FEET NORTH OF THE CENTER
 GA0328'OF A WIRE GATE, 1.5 FEET NORTH OF THE NORTH GATE POST, 1.1
 GA0328'FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN, AND ON
 GA0328'THE PROPERTY OF MR. EMORY JONES.  IT IS A STANDARD BENCH MARK
 GA0328'DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 GA0328'MONUMENT AND THE DISK IS STAMPED A 242 RESET 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0620 ***********************************************************************
 FC0620  DESIGNATION -  A 243
 FC0620  PID         -  FC0620
 FC0620  STATE/COUNTY-  TN/BRADLEY
 FC0620  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0620
 FC0620                         *CURRENT SURVEY CONTROL
 FC0620  ___________________________________________________________________
 FC0620* NAD 83(1986)-  35 09 00.     (N)    084 56 46.     (W)     SCALED    
 FC0620* NAVD 88     -       257.465  (meters)     844.70   (feet)  ADJUSTED  
 FC0620  ___________________________________________________________________
 FC0620  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0620  DYNAMIC HT  -         257.209 (meters)     843.86  (feet)  COMP
 FC0620  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 FC0620
 FC0620  VERT ORDER  -  SECOND    CLASS 0
 FC0620
 FC0620.The horizontal coordinates were scaled from a topographic map and have
 FC0620.an estimated accuracy of +/- 6 seconds.
 FC0620
 FC0620.The orthometric height was determined by differential leveling
 FC0620.and adjusted by the National Geodetic Survey in June 1991..
 FC0620
 FC0620.The geoid height was determined by GEOID03.
 FC0620
 FC0620.The dynamic height is computed by dividing the NAVD 88
 FC0620.geopotential number by the normal gravity value computed on the
 FC0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0620.degrees latitude (g = 980.6199 gals.).
 FC0620
 FC0620.The modeled gravity was interpolated from observed gravity values.
 FC0620
 FC0620;                    North         East    Units  Estimated Accuracy
 FC0620;SPC TN       -    91,130.      696,030.      MT  (+/- 180 meters Scaled)
 FC0620
 FC0620                          SUPERSEDED SURVEY CONTROL
 FC0620
 FC0620  NGVD 29 (??/??/92)  257.484  (m)          844.76   (f) ADJ UNCH    2 0
 FC0620
 FC0620.Superseded values are not recommended for survey control.
 FC0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0620.See file dsdata.txt to determine how the superseded data were derived.
 FC0620
 FC0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD870916(NAD 83)
 FC0620_MARKER: DB = BENCH MARK DISK
 FC0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0620_STAMPING: A 243 1961
 FC0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0620+STABILITY: SURFACE MOTION
 FC0620
 FC0620  HISTORY     - Date     Condition        Report By
 FC0620  HISTORY     - 1961     MONUMENTED       CGS
 FC0620  HISTORY     - 1967     GOOD             NGS
 FC0620
 FC0620                          STATION DESCRIPTION
 FC0620
 FC0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0620'4 MI W FROM CLEVELAND.
 FC0620'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE ROUTE 60 IN
 FC0620'CLEVELAND, GO WEST ON STATE ROUTE 11 FOR 2.0 MILES TO AN OILED
 FC0620'ROAD RIGHT AND A STOCK CAR RACETRACK IN THE NORTHWEST ANGLE.  HERE
 FC0620'TURN RIGHT AND GO NORTHWESTERLY ON THE OILED ROAD FOR 0.6 MILE
 FC0620'TO A CROSSROAD AND THE PLEASANT GROVE CHURCH, HERE TURN SHARP
 FC0620'LEFT THEN RIGHT ALONG WEST EDGE OF CHURCH AND GO 0.4 MILE TO U.S.
 FC0620'HIGHWAY 64 OVERPASS, CROSS OVER THE OVERPASS TO A GRAVELED ROAD
 FC0620'RIGHT, HERE TURN RIGHT AND GO NORTHEASTERLY FOR 1.1 MILES TO THE
 FC0620'PARKING LOT AT STONE LAKE AND THE MARK AS DESCRIBED.  THE MARK
 FC0620'IS 31 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0620'ROAD, 23 FEET SOUTHWEST OF A POWERLINE POLE, 1.8 FEET NORTH OF
 FC0620'A METAL WITNESS POST AND SIGN, AND 1 FOOT SOUTHWEST OF THE
 FC0620'SOUTHWEST CORNER OF THE PARKING LOT FENCE.  IT IS A STANDARD
 FC0620'BENCH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC0620'MONUMENT THAT PROJECTS 3 INCHES AND DISK IS STAMPED A 243 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0546 ***********************************************************************
 FC0546  DESIGNATION -  A 244
 FC0546  PID         -  FC0546
 FC0546  STATE/COUNTY-  TN/MCMINN
 FC0546  USGS QUAD   -  RICEVILLE (1990)
 FC0546
 FC0546                         *CURRENT SURVEY CONTROL
 FC0546  ___________________________________________________________________
 FC0546* NAD 83(1986)-  35 25 41.     (N)    084 41 06.     (W)     SCALED    
 FC0546* NAVD 88     -       251.866  (meters)     826.33   (feet)  ADJUSTED  
 FC0546  ___________________________________________________________________
 FC0546  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FC0546  DYNAMIC HT  -         251.620 (meters)     825.52  (feet)  COMP
 FC0546  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 FC0546
 FC0546  VERT ORDER  -  SECOND    CLASS 0
 FC0546
 FC0546.The horizontal coordinates were scaled from a topographic map and have
 FC0546.an estimated accuracy of +/- 6 seconds.
 FC0546
 FC0546.The orthometric height was determined by differential leveling
 FC0546.and adjusted by the National Geodetic Survey in June 1991..
 FC0546
 FC0546.The geoid height was determined by GEOID03.
 FC0546
 FC0546.The dynamic height is computed by dividing the NAVD 88
 FC0546.geopotential number by the normal gravity value computed on the
 FC0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0546.degrees latitude (g = 980.6199 gals.).
 FC0546
 FC0546.The modeled gravity was interpolated from observed gravity values.
 FC0546
 FC0546;                    North         East    Units  Estimated Accuracy
 FC0546;SPC TN       -   122,260.      719,410.      MT  (+/- 180 meters Scaled)
 FC0546
 FC0546                          SUPERSEDED SURVEY CONTROL
 FC0546
 FC0546  NGVD 29 (??/??/92)  251.931  (m)          826.54   (f) ADJ UNCH    2 0
 FC0546
 FC0546.Superseded values are not recommended for survey control.
 FC0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0546.See file dsdata.txt to determine how the superseded data were derived.
 FC0546
 FC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE101229(NAD 83)
 FC0546_MARKER: DB = BENCH MARK DISK
 FC0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0546_STAMPING: A 244 1961
 FC0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0546+STABILITY: SURFACE MOTION
 FC0546
 FC0546  HISTORY     - Date     Condition        Report By
 FC0546  HISTORY     - 1961     MONUMENTED       CGS
 FC0546  HISTORY     - 1964     GOOD             NGS
 FC0546
 FC0546                          STATION DESCRIPTION
 FC0546
 FC0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0546'5.8 MI N FROM RICEVILLE.
 FC0546'FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON AN OILED ROAD,
 FC0546'CROSSING THE RAILROAD TRACKS, FOR 0.1 MILE TO THE JUNCTION OF
 FC0546'U.S. HIGHWAY 11, TURN RIGHT ON U.S. HIGHWAY 11 AND GO 3.65 MILES
 FC0546'TO A CROSSROADS, TURN LEFT ON A GRAVELED ROAD FOR 0.5 MILES
 FC0546'TO A FORK, TAKE RIGHT FORK FOR 0.7 MILE TO A FORK, TAKE RIGHT
 FC0546'FORK FOR 0.5 MILE TO INTERSTATE HIGHWAY 75, TURN LEFT AND GO
 FC0546'0.3 MILE SOUTHWEST TO A BARN AND THE MARK ON THE LEFT.  ABOUT
 FC0546'450 FEET SOUTHEAST OF INTERSTATE HIGHWAY 75, 300 FEET NORTH
 FC0546'OF A BARN, 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE,
 FC0546'43.4 FEET NORTHWEST OF A FENCE CORNER, 13 FEET WEST OF A POWER
 FC0546'LINE POLE, NUMBER S40AT7 WITH TRANSFORMER AND GUY WIRE, 1.0
 FC0546'FEET NORTHEAST OF A FENCE AND 2.6 FEET SOUTH OF WITNESS SIGN.
 FC0546'THE DISK IS SET IN THE TOP OF A CONCRETE POST, PROJECTING 4
 FC0546'INCHES.
 FC0546
 FC0546                          STATION RECOVERY (1964)
 FC0546
 FC0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1226 ***********************************************************************
 FC1226  DESIGNATION -  A 245
 FC1226  PID         -  FC1226
 FC1226  STATE/COUNTY-  TN/HAMILTON
 FC1226  USGS QUAD   -  SNOW HILL (1980)
 FC1226
 FC1226                         *CURRENT SURVEY CONTROL
 FC1226  ___________________________________________________________________
 FC1226* NAD 83(1986)-  35 07 40.     (N)    085 02 37.     (W)     SCALED    
 FC1226* NAVD 88     -       232.220  (meters)     761.88   (feet)  ADJUSTED  
 FC1226  ___________________________________________________________________
 FC1226  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC1226  DYNAMIC HT  -         231.988 (meters)     761.11  (feet)  COMP
 FC1226  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 FC1226
 FC1226  VERT ORDER  -  SECOND    CLASS 0
 FC1226
 FC1226.The horizontal coordinates were scaled from a topographic map and have
 FC1226.an estimated accuracy of +/- 6 seconds.
 FC1226
 FC1226.The orthometric height was determined by differential leveling
 FC1226.and adjusted by the National Geodetic Survey in June 1991..
 FC1226
 FC1226.The geoid height was determined by GEOID03.
 FC1226
 FC1226.The dynamic height is computed by dividing the NAVD 88
 FC1226.geopotential number by the normal gravity value computed on the
 FC1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1226.degrees latitude (g = 980.6199 gals.).
 FC1226
 FC1226.The modeled gravity was interpolated from observed gravity values.
 FC1226
 FC1226;                    North         East    Units  Estimated Accuracy
 FC1226;SPC TN       -    88,570.      687,170.      MT  (+/- 180 meters Scaled)
 FC1226
 FC1226                          SUPERSEDED SURVEY CONTROL
 FC1226
 FC1226  NGVD 29 (??/??/92)  232.237  (m)          761.93   (f) ADJ UNCH    2 0
 FC1226
 FC1226.Superseded values are not recommended for survey control.
 FC1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1226.See file dsdata.txt to determine how the superseded data were derived.
 FC1226
 FC1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD782889(NAD 83)
 FC1226_MARKER: DB = BENCH MARK DISK
 FC1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1226_STAMPING: A 245 1961
 FC1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1226+STABILITY: SURFACE MOTION
 FC1226
 FC1226  HISTORY     - Date     Condition        Report By
 FC1226  HISTORY     - 1961     MONUMENTED       CGS
 FC1226  HISTORY     - 1962     GOOD             NGS
 FC1226  HISTORY     - 1972     GOOD             TVA
 FC1226  HISTORY     - 1989     GOOD             USPSQD
 FC1226
 FC1226                          STATION DESCRIPTION
 FC1226
 FC1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1226'3.3 MI N FROM OOLTEWAH.
 FC1226'TO REACH THE MARK FROM THE JUNCTION OF GEORGETOWN PIKE AND U.S.
 FC1226'HIGHWAY 11 IN OOLTEWAH GO NORTH ON GEORGETOWN PIKE 3.3 MILES TO
 FC1226'MR. W.I. BIGGS GROCERY STORE AND HOUSE ON THE RIGHT.  MARK IS
 FC1226'SET IN BIGGS LAWN, 64 FEET EAST OF GEORGETOWN PIKE, 44 FEET
 FC1226'NORTH OF THE NORTHEAST CORNER OF BIGGS STORE, 16 FEET SOUTH OF
 FC1226'DRIVEWAY LEADING TO THE HOME OF MRS. B.F. TURNER, 1 FOOT WEST
 FC1226'OF POWER LINE POLE, 1.3 FEET SOUTH OF WITNESS POLE.  A STANDARD
 FC1226'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FC1226'AND IS ABOUT LEVEL WITH THE ROAD.
 FC1226
 FC1226                          STATION RECOVERY (1972)
 FC1226
 FC1226'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1226'RECOVERED IN GOOD CONDITION.
 FC1226
 FC1226                          STATION RECOVERY (1989)
 FC1226
 FC1226'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1451 ***********************************************************************
 FC1451  DESIGNATION -  A 246
 FC1451  PID         -  FC1451
 FC1451  STATE/COUNTY-  TN/MARION
 FC1451  USGS QUAD   -  SEQUATCHIE (1982)
 FC1451
 FC1451                         *CURRENT SURVEY CONTROL
 FC1451  ___________________________________________________________________
 FC1451* NAD 83(1986)-  35 02 36.     (N)    085 36 29.     (W)     SCALED    
 FC1451* NAVD 88     -       201.620  (meters)     661.48   (feet)  ADJUSTED  
 FC1451  ___________________________________________________________________
 FC1451  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FC1451  DYNAMIC HT  -         201.424 (meters)     660.84  (feet)  COMP
 FC1451  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 FC1451
 FC1451  VERT ORDER  -  SECOND    CLASS 0
 FC1451
 FC1451.The horizontal coordinates were scaled from a topographic map and have
 FC1451.an estimated accuracy of +/- 6 seconds.
 FC1451
 FC1451.The orthometric height was determined by differential leveling
 FC1451.and adjusted by the National Geodetic Survey in June 1991..
 FC1451
 FC1451.The geoid height was determined by GEOID03.
 FC1451
 FC1451.The dynamic height is computed by dividing the NAVD 88
 FC1451.geopotential number by the normal gravity value computed on the
 FC1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1451.degrees latitude (g = 980.6199 gals.).
 FC1451
 FC1451.The modeled gravity was interpolated from observed gravity values.
 FC1451
 FC1451;                    North         East    Units  Estimated Accuracy
 FC1451;SPC TN       -    78,850.      635,760.      MT  (+/- 180 meters Scaled)
 FC1451
 FC1451                          SUPERSEDED SURVEY CONTROL
 FC1451
 FC1451  NGVD 29 (??/??/92)  201.627  (m)          661.50   (f) ADJ UNCH    2 0
 FC1451
 FC1451.Superseded values are not recommended for survey control.
 FC1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1451.See file dsdata.txt to determine how the superseded data were derived.
 FC1451
 FC1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD269787(NAD 83)
 FC1451_MARKER: DB = BENCH MARK DISK
 FC1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1451_STAMPING: A 246 1962
 FC1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1451+STABILITY: SURFACE MOTION
 FC1451
 FC1451  HISTORY     - Date     Condition        Report By
 FC1451  HISTORY     - 1962     MONUMENTED       CGS
 FC1451
 FC1451                          STATION DESCRIPTION
 FC1451
 FC1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1451'3.4 MI SE FROM JASPER.
 FC1451'TO REACH THE MARK FROM THE COURTHOUSE IN JASPER GO SOUTHEAST
 FC1451'ON U.S. HIGHWAYS 41-64-72 FOR 1.9 MILES TO PLEASANT GROVE CHURCH,
 FC1451'THENCE SOUTH ALONG BLACKTOP ROAD 1.2 MILES TO A PRIVATE ROAD,
 FC1451'THENCE WEST 0.3 MILE TO THE MARK SET IN THE NORTHWEST CORNER
 FC1451'OF S.E. PIERCYS FRONT YARD, 98 FEET EAST OF THE NORTHEAST CORNER
 FC1451'OF S.E. PIERCYS HOUSE, 9 FEET NORTHWEST OF THE CENTER OF A
 FC1451'DRIVEWAY AND GATE, 2.7 FEET NORTH OF FENCE CORNER, 2.3 FEET EAST
 FC1451'OF POWER LINE POLE, AND 2.0 FEET EAST OF A METAL WITNESS POST.
 FC1451'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1451'5 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1804 ***********************************************************************
 GA1804  DESIGNATION -  A 247
 GA1804  PID         -  GA1804
 GA1804  STATE/COUNTY-  TN/HAMBLEN
 GA1804  USGS QUAD   -  MORRISTOWN (1979)
 GA1804
 GA1804                         *CURRENT SURVEY CONTROL
 GA1804  ___________________________________________________________________
 GA1804* NAD 83(1986)-  36 11 21.     (N)    083 22 02.     (W)     SCALED    
 GA1804* NAVD 88     -       394.640  (meters)    1294.75   (feet)  ADJUSTED  
 GA1804  ___________________________________________________________________
 GA1804  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA1804  DYNAMIC HT  -         394.277 (meters)    1293.56  (feet)  COMP
 GA1804  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA1804
 GA1804  VERT ORDER  -  FIRST     CLASS I
 GA1804
 GA1804.The horizontal coordinates were scaled from a topographic map and have
 GA1804.an estimated accuracy of +/- 6 seconds.
 GA1804
 GA1804.The orthometric height was determined by differential leveling
 GA1804.and adjusted by the National Geodetic Survey in June 1991..
 GA1804
 GA1804.The geoid height was determined by GEOID03.
 GA1804
 GA1804.The dynamic height is computed by dividing the NAVD 88
 GA1804.geopotential number by the normal gravity value computed on the
 GA1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1804.degrees latitude (g = 980.6199 gals.).
 GA1804
 GA1804.The modeled gravity was interpolated from observed gravity values.
 GA1804
 GA1804;                    North         East    Units  Estimated Accuracy
 GA1804;SPC TN       -   209,090.      836,780.      MT  (+/- 180 meters Scaled)
 GA1804
 GA1804                          SUPERSEDED SURVEY CONTROL
 GA1804
 GA1804  NGVD 29 (??/??/92)  394.766  (m)         1295.16   (f) ADJ UNCH    1 1
 GA1804
 GA1804.Superseded values are not recommended for survey control.
 GA1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1804.See file dsdata.txt to determine how the superseded data were derived.
 GA1804
 GA1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA871075(NAD 83)
 GA1804_MARKER: DB = BENCH MARK DISK
 GA1804_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1804_STAMPING: A 247 1967
 GA1804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1804
 GA1804  HISTORY     - Date     Condition        Report By
 GA1804  HISTORY     - 1967     MONUMENTED       CGS
 GA1804
 GA1804                          STATION DESCRIPTION
 GA1804
 GA1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1804'4.4 MI W FROM MORRISTOWN.
 GA1804'ABOUT 4.35 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL AT
 GA1804'MORRISTOWN, 185 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 GA1804'THE WESTBOUND LANE OF THE HIGHWAY AND A DRIVEWAY, SET ON THE TOP
 GA1804'OF THE NORTH END OF A ROCK WHICH IS 6 FEET LONG AND 2 1/2 FEET
 GA1804'WIDE AND IS PART OF A 6 FOOT HIGH CUT, 35 FEET NORTH OF THE
 GA1804'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, AND 3 FEET ABOVE
 GA1804'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2202 ***********************************************************************
 GA2202  DESIGNATION -  A 248
 GA2202  PID         -  GA2202
 GA2202  STATE/COUNTY-  TN/JEFFERSON
 GA2202  USGS QUAD   -  MASCOT (1987)
 GA2202
 GA2202                         *CURRENT SURVEY CONTROL
 GA2202  ___________________________________________________________________
 GA2202* NAD 83(1986)-  36 04 23.     (N)    083 38 37.     (W)     SCALED    
 GA2202* NAVD 88     -       289.370  (meters)     949.37   (feet)  ADJUSTED  
 GA2202  ___________________________________________________________________
 GA2202  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2202  DYNAMIC HT  -         289.105 (meters)     948.51  (feet)  COMP
 GA2202  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 GA2202
 GA2202  VERT ORDER  -  FIRST     CLASS I
 GA2202
 GA2202.The horizontal coordinates were scaled from a topographic map and have
 GA2202.an estimated accuracy of +/- 6 seconds.
 GA2202
 GA2202.The orthometric height was determined by differential leveling
 GA2202.and adjusted by the National Geodetic Survey in June 1991..
 GA2202
 GA2202.The geoid height was determined by GEOID03.
 GA2202
 GA2202.The dynamic height is computed by dividing the NAVD 88
 GA2202.geopotential number by the normal gravity value computed on the
 GA2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2202.degrees latitude (g = 980.6199 gals.).
 GA2202
 GA2202.The modeled gravity was interpolated from observed gravity values.
 GA2202
 GA2202;                    North         East    Units  Estimated Accuracy
 GA2202;SPC TN       -   195,580.      812,240.      MT  (+/- 180 meters Scaled)
 GA2202
 GA2202                          SUPERSEDED SURVEY CONTROL
 GA2202
 GA2202  NGVD 29 (??/??/92)  289.501  (m)          949.80   (f) ADJ UNCH    1 1
 GA2202
 GA2202.Superseded values are not recommended for survey control.
 GA2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2202.See file dsdata.txt to determine how the superseded data were derived.
 GA2202
 GA2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV619952(NAD 83)
 GA2202_MARKER: DB = BENCH MARK DISK
 GA2202_SETTING: 66 = SET IN ROCK OUTCROP
 GA2202_SP_SET: ROCK OUTCROP
 GA2202_STAMPING: A 248 1967
 GA2202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2202+STABILITY: POSITION/ELEVATION WELL
 GA2202
 GA2202  HISTORY     - Date     Condition        Report By
 GA2202  HISTORY     - 1967     MONUMENTED       CGS
 GA2202
 GA2202                          STATION DESCRIPTION
 GA2202
 GA2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2202'2.5 MI E FROM STRAWBERRY PLAINS.
 GA2202'ABOUT 2.5 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2202'OFFICE AT STRAWBERRY PLAINS, ON THE NORTHEAST SLOPE OF A HILL,
 GA2202'SET ON THE TOP AND NEAR THE SOUTHWEST END OF AN OUTCROPPING ROCK
 GA2202'WHICH IS ABOUT 100 FEET LONG, 3 FEET HIGH AND ABOUT 20 FEET WIDE,
 GA2202'18 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 GA2202'SOUTHWEST OF POWER LINE POLE NO. 371, AND ABOUT LEVEL WITH THE
 GA2202'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1886 ***********************************************************************
 FB1886  DESIGNATION -  A 249
 FB1886  PID         -  FB1886
 FB1886  STATE/COUNTY-  TN/KNOX
 FB1886  USGS QUAD   -  KNOXVILLE (1978)
 FB1886
 FB1886                         *CURRENT SURVEY CONTROL
 FB1886  ___________________________________________________________________
 FB1886* NAD 83(1986)-  35 58 19.     (N)    083 55 01.     (W)     SCALED    
 FB1886* NAVD 88     -       274.063  (meters)     899.15   (feet)  ADJUSTED  
 FB1886  ___________________________________________________________________
 FB1886  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1886  DYNAMIC HT  -         273.811 (meters)     898.33  (feet)  COMP
 FB1886  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FB1886
 FB1886  VERT ORDER  -  FIRST     CLASS I
 FB1886
 FB1886.The horizontal coordinates were scaled from a topographic map and have
 FB1886.an estimated accuracy of +/- 6 seconds.
 FB1886
 FB1886.The orthometric height was determined by differential leveling
 FB1886.and adjusted by the National Geodetic Survey in June 1991..
 FB1886
 FB1886.The geoid height was determined by GEOID03.
 FB1886
 FB1886.The dynamic height is computed by dividing the NAVD 88
 FB1886.geopotential number by the normal gravity value computed on the
 FB1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1886.degrees latitude (g = 980.6199 gals.).
 FB1886
 FB1886.The modeled gravity was interpolated from observed gravity values.
 FB1886
 FB1886;                    North         East    Units  Estimated Accuracy
 FB1886;SPC TN       -   183,800.      787,860.      MT  (+/- 180 meters Scaled)
 FB1886
 FB1886                          SUPERSEDED SURVEY CONTROL
 FB1886
 FB1886  NGVD 29 (12/12/91)  274.196  (m)          899.59   (f) ADJUSTED    1 1
 FB1886
 FB1886.Superseded values are not recommended for survey control.
 FB1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1886.See file dsdata.txt to determine how the superseded data were derived.
 FB1886
 FB1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV369847(NAD 83)
 FB1886_MARKER: DB = BENCH MARK DISK
 FB1886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1886_SP_SET: PIER
 FB1886_STAMPING: A 249 1967
 FB1886_MARK LOGO: CGS   
 FB1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1886+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1886
 FB1886  HISTORY     - Date     Condition        Report By
 FB1886  HISTORY     - 1967     MONUMENTED       CGS
 FB1886  HISTORY     - 1968     GOOD             NGS
 FB1886  HISTORY     - 1983     GOOD             NGS
 FB1886  HISTORY     - 20010322 GOOD             USPSQD
 FB1886  HISTORY     - 20060112 GOOD             USPSQD
 FB1886
 FB1886                          STATION DESCRIPTION
 FB1886
 FB1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1886'AT KNOXVILLE.
 FB1886'AT KNOXVILLE, ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FB1886'FROM THE STATION, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 FB1886'SOUTHWEST END OF THE FIRST PIER SOUTHEAST OF THE TRACK UNDER THE
 FB1886'BYPASS TO VINE STREET OVERPASS OVER THE TRACKS, (THE BYPASS IS A
 FB1886'SHORT SPUR OFF INTERSTATE HIGHWAY 40), 14 FEET SOUTHEAST OF THE
 FB1886'SOUTHEAST RAIL OF THE SOUTHEAST ONE OF FIVE TRACKS, 3 FEET ABOVE
 FB1886'THE LEVEL OF THE GROUND AND THE TRACK.  NOTE-- IT WAS REPORTED
 FB1886'BY THE TENNESSEE HIGHWAY DEPARTMENT THAT THE PIER THE MARK IS SET
 FB1886'IN WAS POURED TO BEDROCK.
 FB1886
 FB1886                          STATION RECOVERY (1983)
 FB1886
 FB1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1886'RECOVERED IN GOOD CONDITION.
 FB1886
 FB1886                          STATION RECOVERY (2001)
 FB1886
 FB1886'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1886'RECOVERED IN GOOD CONDITION.
 FB1886
 FB1886                          STATION RECOVERY (2006)
 FB1886
 FB1886'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1670 ***********************************************************************
 GC1670  DESIGNATION -  A 25
 GC1670  PID         -  GC1670
 GC1670  STATE/COUNTY-  TN/HOUSTON
 GC1670  USGS QUAD   -  NEEDMORE (1983)
 GC1670
 GC1670                         *CURRENT SURVEY CONTROL
 GC1670  ___________________________________________________________________
 GC1670* NAD 83(1986)-  36 24 19.     (N)    087 36 41.     (W)     SCALED    
 GC1670* NAVD 88     -       116.058  (meters)     380.77   (feet)  ADJUSTED  
 GC1670  ___________________________________________________________________
 GC1670  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1670  DYNAMIC HT  -         115.961 (meters)     380.45  (feet)  COMP
 GC1670  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GC1670
 GC1670  VERT ORDER  -  SECOND    CLASS 0
 GC1670
 GC1670.The horizontal coordinates were scaled from a topographic map and have
 GC1670.an estimated accuracy of +/- 6 seconds.
 GC1670
 GC1670.The orthometric height was determined by differential leveling
 GC1670.and adjusted by the National Geodetic Survey in June 1991..
 GC1670
 GC1670.The geoid height was determined by GEOID03.
 GC1670
 GC1670.The dynamic height is computed by dividing the NAVD 88
 GC1670.geopotential number by the normal gravity value computed on the
 GC1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1670.degrees latitude (g = 980.6199 gals.).
 GC1670
 GC1670.The modeled gravity was interpolated from observed gravity values.
 GC1670
 GC1670;                    North         East    Units  Estimated Accuracy
 GC1670;SPC TN       -   231,080.      455,470.      MT  (+/- 180 meters Scaled)
 GC1670
 GC1670                          SUPERSEDED SURVEY CONTROL
 GC1670
 GC1670  NGVD 29 (??/??/92)  116.109  (m)          380.93   (f) ADJ UNCH    2 0
 GC1670
 GC1670.Superseded values are not recommended for survey control.
 GC1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1670.See file dsdata.txt to determine how the superseded data were derived.
 GC1670
 GC1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF451290(NAD 83)
 GC1670_MARKER: DB = BENCH MARK DISK
 GC1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1670_STAMPING: 381.180 A 25 1934
 GC1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1670+STABILITY: SURFACE MOTION
 GC1670
 GC1670  HISTORY     - Date     Condition        Report By
 GC1670  HISTORY     - 1934     MONUMENTED       CGS
 GC1670
 GC1670                          STATION DESCRIPTION
 GC1670
 GC1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1670'1.3 MI SW FROM SAILORS REST.
 GC1670'IN HOUSTON COUNTY, 1.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 GC1670'NASHVILLE RAILROAD FROM SAILORS REST, MONTGOMERY COUNTY, 150 YARDS
 GC1670'SOUTHWEST OF MILEPOST 197, 10 YARDS NORTHEAST OF THE CENTER OF
 GC1670'A FARM-ROAD CROSSING, AND 6 YARDS SOUTHEAST OF THE CENTERLINE
 GC1670'OF THE TRACK.  A STANDARD DISK, STAMPED 381.180 A 25 1934 AND SET
 GC1670'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0844 ***********************************************************************
 GB0844  DESIGNATION -  A 250
 GB0844  PID         -  GB0844
 GB0844  STATE/COUNTY-  TN/MORGAN
 GB0844  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0844
 GB0844                         *CURRENT SURVEY CONTROL
 GB0844  ___________________________________________________________________
 GB0844* NAD 83(1986)-  36 00 35.     (N)    084 34 17.     (W)     SCALED    
 GB0844* NAVD 88     -       245.918  (meters)     806.82   (feet)  ADJUSTED  
 GB0844  ___________________________________________________________________
 GB0844  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GB0844  DYNAMIC HT  -         245.694 (meters)     806.08  (feet)  COMP
 GB0844  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 GB0844
 GB0844  VERT ORDER  -  FIRST     CLASS I
 GB0844
 GB0844.The horizontal coordinates were scaled from a topographic map and have
 GB0844.an estimated accuracy of +/- 6 seconds.
 GB0844
 GB0844.The orthometric height was determined by differential leveling
 GB0844.and adjusted by the National Geodetic Survey in June 1991..
 GB0844
 GB0844.The geoid height was determined by GEOID03.
 GB0844
 GB0844.The dynamic height is computed by dividing the NAVD 88
 GB0844.geopotential number by the normal gravity value computed on the
 GB0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0844.degrees latitude (g = 980.6199 gals.).
 GB0844
 GB0844.The modeled gravity was interpolated from observed gravity values.
 GB0844
 GB0844;                    North         East    Units  Estimated Accuracy
 GB0844;SPC TN       -   186,930.      728,780.      MT  (+/- 180 meters Scaled)
 GB0844
 GB0844                          SUPERSEDED SURVEY CONTROL
 GB0844
 GB0844  NGVD 29 (??/??/92)  246.033  (m)          807.19   (f) ADJ UNCH    1 1
 GB0844
 GB0844.Superseded values are not recommended for survey control.
 GB0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0844.See file dsdata.txt to determine how the superseded data were derived.
 GB0844
 GB0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE188877(NAD 83)
 GB0844_MARKER: DB = BENCH MARK DISK
 GB0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0844_SP_SET: CULVERT
 GB0844_STAMPING: A 250 1968
 GB0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0844
 GB0844  HISTORY     - Date     Condition        Report By
 GB0844  HISTORY     - 1968     MONUMENTED       CGS
 GB0844
 GB0844                          STATION DESCRIPTION
 GB0844
 GB0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0844'1.6 MI N FROM OAKDALE.
 GB0844'ABOUT 1.55 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0844'AT OAKDALE, 0.2 MILE NORTH OF MILEPOST 253, 210 FEET SOUTH OF A
 GB0844'SIGNAL GANTRY, SET IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END
 GB0844'OF THE EAST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE TRACK,
 GB0844'9 1/2 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, AND ABOUT 2
 GB0844'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0003 ***********************************************************************
 GB0003  DESIGNATION -  A 251
 GB0003  PID         -  GB0003
 GB0003  STATE/COUNTY-  TN/SCOTT
 GB0003  USGS QUAD   -  WINFIELD (1982)
 GB0003
 GB0003                         *CURRENT SURVEY CONTROL
 GB0003  ___________________________________________________________________
 GB0003* NAD 83(1986)-  36 30 59.     (N)    084 29 24.     (W)     SCALED    
 GB0003* NAVD 88     -       460.806  (meters)    1511.83   (feet)  ADJUSTED  
 GB0003  ___________________________________________________________________
 GB0003  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0003  DYNAMIC HT  -         460.413 (meters)    1510.54  (feet)  COMP
 GB0003  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 GB0003
 GB0003  VERT ORDER  -  FIRST     CLASS I
 GB0003
 GB0003.The horizontal coordinates were scaled from a topographic map and have
 GB0003.an estimated accuracy of +/- 6 seconds.
 GB0003
 GB0003.The orthometric height was determined by differential leveling
 GB0003.and adjusted by the National Geodetic Survey in June 1991..
 GB0003
 GB0003.The geoid height was determined by GEOID03.
 GB0003
 GB0003.The dynamic height is computed by dividing the NAVD 88
 GB0003.geopotential number by the normal gravity value computed on the
 GB0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0003.degrees latitude (g = 980.6199 gals.).
 GB0003
 GB0003.The modeled gravity was interpolated from observed gravity values.
 GB0003
 GB0003;                    North         East    Units  Estimated Accuracy
 GB0003;SPC TN       -   243,260.      735,250.      MT  (+/- 180 meters Scaled)
 GB0003
 GB0003                          SUPERSEDED SURVEY CONTROL
 GB0003
 GB0003  NGVD 29 (??/??/92)  460.925  (m)         1512.22   (f) ADJ UNCH    1 1
 GB0003
 GB0003.Superseded values are not recommended for survey control.
 GB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0003.See file dsdata.txt to determine how the superseded data were derived.
 GB0003
 GB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF247441(NAD 83)
 GB0003_MARKER: DB = BENCH MARK DISK
 GB0003_SETTING: 66 = SET IN ROCK OUTCROP
 GB0003_SP_SET: ROCK OUTCROP
 GB0003_STAMPING: A 251 1968
 GB0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0003+STABILITY: POSITION/ELEVATION WELL
 GB0003
 GB0003  HISTORY     - Date     Condition        Report By
 GB0003  HISTORY     - 1968     MONUMENTED       CGS
 GB0003
 GB0003                          STATION DESCRIPTION
 GB0003
 GB0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0003'2 MI NE FROM ONEIDA.
 GB0003'ABOUT 1.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0003'STATION AT ONEIDA, 0.45 MILE NORTH OF MILEPOST 208, 25 YARDS
 GB0003'SOUTH OF THE SOUTH END OF A CUT FOR THE RAILROAD, SET IN THE
 GB0003'TOP OF A ROCK OUTCROP WHICH PROJECTS 2 FEET, 66 FEET WEST OF THE
 GB0003'WEST RAIL OF THE WEST TRACK, 0.8 FOOT SOUTH OF A METAL WITNESS
 GB0003'POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0461 ***********************************************************************
 FC0461  DESIGNATION -  A 256
 FC0461  PID         -  FC0461
 FC0461  STATE/COUNTY-  TN/BRADLEY
 FC0461  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0461
 FC0461                         *CURRENT SURVEY CONTROL
 FC0461  ___________________________________________________________________
 FC0461* NAD 83(1986)-  35 09 10.     (N)    084 52 37.     (W)     SCALED    
 FC0461* NAVD 88     -       263.235  (meters)     863.63   (feet)  ADJUSTED  
 FC0461  ___________________________________________________________________
 FC0461  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0461  DYNAMIC HT  -         262.975 (meters)     862.78  (feet)  COMP
 FC0461  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 FC0461
 FC0461  VERT ORDER  -  FIRST     CLASS I
 FC0461
 FC0461.The horizontal coordinates were scaled from a topographic map and have
 FC0461.an estimated accuracy of +/- 6 seconds.
 FC0461
 FC0461.The orthometric height was determined by differential leveling
 FC0461.and adjusted by the National Geodetic Survey in June 1991..
 FC0461
 FC0461.The geoid height was determined by GEOID03.
 FC0461
 FC0461.The dynamic height is computed by dividing the NAVD 88
 FC0461.geopotential number by the normal gravity value computed on the
 FC0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0461.degrees latitude (g = 980.6199 gals.).
 FC0461
 FC0461.The modeled gravity was interpolated from observed gravity values.
 FC0461
 FC0461;                    North         East    Units  Estimated Accuracy
 FC0461;SPC TN       -    91,510.      702,330.      MT  (+/- 180 meters Scaled)
 FC0461
 FC0461                          SUPERSEDED SURVEY CONTROL
 FC0461
 FC0461  NGVD 29 (??/??/92)  263.245  (m)          863.66   (f) ADJ UNCH    1 1
 FC0461
 FC0461.Superseded values are not recommended for survey control.
 FC0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0461.See file dsdata.txt to determine how the superseded data were derived.
 FC0461
 FC0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD933920(NAD 83)
 FC0461_MARKER: DB = BENCH MARK DISK
 FC0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0461_SP_SET: SIGNAL
 FC0461_STAMPING: A 256 1968
 FC0461_MARK LOGO: CGS   
 FC0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0461
 FC0461  HISTORY     - Date     Condition        Report By
 FC0461  HISTORY     - 1968     MONUMENTED       CGS
 FC0461  HISTORY     - 1983     GOOD             NGS
 FC0461
 FC0461                          STATION DESCRIPTION
 FC0461
 FC0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0461'AT CLEVELAND.
 FC0461'AT CLEVELAND, ABOUT 0.35 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0461'FROM THE STATION, ABOUT 114 YARDS SOUTHWEST OF MILEPOST 213,
 FC0461'50 FEET SOUTH OF THE CENTER OF THE CROSSING OF NINTH STREET
 FC0461'SOUTHEAST AND THE MAIN TRACK, SET IN THE TOP OF THE WEST CORNER
 FC0461'OF THE CONCRETE BASE TO A SIGNAL BRIDGE OVER THE TRACK WHICH IS
 FC0461'ABOUT 7 FEET LONG BY 5 1/2 FEET WIDE AND PROJECTS 1/2 FOOT ABOVE
 FC0461'THE LEVEL OF THE GROUND, 45 FEET SOUTHWEST OF THE CENTER LINE OF
 FC0461'THE STREET, 20.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 FC0461'TRACK AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 FC0461
 FC0461                          STATION RECOVERY (1983)
 FC0461
 FC0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0404 ***********************************************************************
 FC0404  DESIGNATION -  A 257
 FC0404  PID         -  FC0404
 FC0404  STATE/COUNTY-  TN/BRADLEY
 FC0404  USGS QUAD   -  CHARLESTON (1980)
 FC0404
 FC0404                         *CURRENT SURVEY CONTROL
 FC0404  ___________________________________________________________________
 FC0404* NAD 83(1986)-  35 16 00.     (N)    084 46 09.     (W)     SCALED    
 FC0404* NAVD 88     -       229.822  (meters)     754.01   (feet)  ADJUSTED  
 FC0404  ___________________________________________________________________
 FC0404  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0404  DYNAMIC HT  -         229.597 (meters)     753.27  (feet)  COMP
 FC0404  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 FC0404
 FC0404  VERT ORDER  -  FIRST     CLASS I
 FC0404
 FC0404.The horizontal coordinates were scaled from a topographic map and have
 FC0404.an estimated accuracy of +/- 6 seconds.
 FC0404
 FC0404.The orthometric height was determined by differential leveling
 FC0404.and adjusted by the National Geodetic Survey in June 1991..
 FC0404
 FC0404.The geoid height was determined by GEOID03.
 FC0404
 FC0404.The dynamic height is computed by dividing the NAVD 88
 FC0404.geopotential number by the normal gravity value computed on the
 FC0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0404.degrees latitude (g = 980.6199 gals.).
 FC0404
 FC0404.The modeled gravity was interpolated from observed gravity values.
 FC0404
 FC0404;                    North         East    Units  Estimated Accuracy
 FC0404;SPC TN       -   104,260.      711,990.      MT  (+/- 180 meters Scaled)
 FC0404
 FC0404                          SUPERSEDED SURVEY CONTROL
 FC0404
 FC0404  NGVD 29 (??/??/92)  229.855  (m)          754.12   (f) ADJ UNCH    1 1
 FC0404
 FC0404.Superseded values are not recommended for survey control.
 FC0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0404.See file dsdata.txt to determine how the superseded data were derived.
 FC0404
 FC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE029048(NAD 83)
 FC0404_MARKER: DB = BENCH MARK DISK
 FC0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0404_SP_SET: CULVERT
 FC0404_STAMPING: A 257 1968
 FC0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0404
 FC0404  HISTORY     - Date     Condition        Report By
 FC0404  HISTORY     - 1968     MONUMENTED       CGS
 FC0404
 FC0404                          STATION DESCRIPTION
 FC0404
 FC0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0404'1.2 MI SW FROM CHARLESTON.
 FC0404'ABOUT 1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0404'CHARLESTON SCHOOL AT CHARLESTON, ON THE NORTHEAST SLOPE AND NEAR
 FC0404'THE FOOT OF A SHORT HILL, SET IN THE TOP OF THE NORTHEAST END
 FC0404'OF THE NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT,
 FC0404'19 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 FC0404'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT 2 FEET
 FC0404'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0526 ***********************************************************************
 FC0526  DESIGNATION -  A 258
 FC0526  PID         -  FC0526
 FC0526  STATE/COUNTY-  TN/MCMINN
 FC0526  USGS QUAD   -  ATHENS (1990)
 FC0526
 FC0526                         *CURRENT SURVEY CONTROL
 FC0526  ___________________________________________________________________
 FC0526* NAD 83(1986)-  35 29 25.     (N)    084 34 46.     (W)     SCALED    
 FC0526* NAVD 88     -       274.324  (meters)     900.01   (feet)  ADJUSTED  
 FC0526  ___________________________________________________________________
 FC0526  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0526  DYNAMIC HT  -         274.055 (meters)     899.13  (feet)  COMP
 FC0526  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 FC0526
 FC0526  VERT ORDER  -  FIRST     CLASS I
 FC0526
 FC0526.The horizontal coordinates were scaled from a topographic map and have
 FC0526.an estimated accuracy of +/- 6 seconds.
 FC0526
 FC0526.The orthometric height was determined by differential leveling
 FC0526.and adjusted by the National Geodetic Survey in June 1991..
 FC0526
 FC0526.The geoid height was determined by GEOID03.
 FC0526
 FC0526.The dynamic height is computed by dividing the NAVD 88
 FC0526.geopotential number by the normal gravity value computed on the
 FC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0526.degrees latitude (g = 980.6199 gals.).
 FC0526
 FC0526.The modeled gravity was interpolated from observed gravity values.
 FC0526
 FC0526;                    North         East    Units  Estimated Accuracy
 FC0526;SPC TN       -   129,300.      728,890.      MT  (+/- 180 meters Scaled)
 FC0526
 FC0526                          SUPERSEDED SURVEY CONTROL
 FC0526
 FC0526  NGVD 29 (??/??/92)  274.382  (m)          900.20   (f) ADJ UNCH    1 1
 FC0526
 FC0526.Superseded values are not recommended for survey control.
 FC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0526.See file dsdata.txt to determine how the superseded data were derived.
 FC0526
 FC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE195301(NAD 83)
 FC0526_MARKER: DB = BENCH MARK DISK
 FC0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0526_SP_SET: CULVERT
 FC0526_STAMPING: A 258 1968
 FC0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0526
 FC0526  HISTORY     - Date     Condition        Report By
 FC0526  HISTORY     - 1968     MONUMENTED       CGS
 FC0526
 FC0526                          STATION DESCRIPTION
 FC0526
 FC0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0526'3.8 MI NE FROM ATHENS.
 FC0526'ABOUT 3.75 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 FC0526'INTERSECTION OF STATE HIGHWAY 30 AT ATHENS, ABOUT 0.15 MILE
 FC0526'SOUTHWEST OF THE JUNCTION OF BUSINESS ROUTE U.S. HIGHWAY 11, SET
 FC0526'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A
 FC0526'12-FOOT CONCRETE BOX CULVERT UNDER BOTH LANES OF THE HIGHWAY AND
 FC0526'OVER A SMALL STREAM, 34 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 FC0526'THE NORTHEAST BOUND LANES OF THE HIGHWAY AND ABOUT 6 FEET BELOW
 FC0526'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0018 ***********************************************************************
 FC0018  DESIGNATION -  A 259
 FC0018  PID         -  FC0018
 FC0018  STATE/COUNTY-  TN/MONROE
 FC0018  USGS QUAD   -  PHILADELPHIA (1974)
 FC0018
 FC0018                         *CURRENT SURVEY CONTROL
 FC0018  ___________________________________________________________________
 FC0018* NAD 83(1986)-  35 37 35.     (N)    084 26 49.     (W)     SCALED    
 FC0018* NAVD 88     -       273.411  (meters)     897.02   (feet)  ADJUSTED  
 FC0018  ___________________________________________________________________
 FC0018  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0018  DYNAMIC HT  -         273.147 (meters)     896.15  (feet)  COMP
 FC0018  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 FC0018
 FC0018  VERT ORDER  -  FIRST     CLASS I
 FC0018
 FC0018.The horizontal coordinates were scaled from a topographic map and have
 FC0018.an estimated accuracy of +/- 6 seconds.
 FC0018
 FC0018.The orthometric height was determined by differential leveling
 FC0018.and adjusted by the National Geodetic Survey in June 1991..
 FC0018
 FC0018.The geoid height was determined by GEOID03.
 FC0018
 FC0018.The dynamic height is computed by dividing the NAVD 88
 FC0018.geopotential number by the normal gravity value computed on the
 FC0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0018.degrees latitude (g = 980.6199 gals.).
 FC0018
 FC0018.The modeled gravity was interpolated from observed gravity values.
 FC0018
 FC0018;                    North         East    Units  Estimated Accuracy
 FC0018;SPC TN       -   144,580.      740,670.      MT  (+/- 180 meters Scaled)
 FC0018
 FC0018                          SUPERSEDED SURVEY CONTROL
 FC0018
 FC0018  NGVD 29 (??/??/92)  273.489  (m)          897.27   (f) ADJ UNCH    1 1
 FC0018
 FC0018.Superseded values are not recommended for survey control.
 FC0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0018.See file dsdata.txt to determine how the superseded data were derived.
 FC0018
 FC0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE312455(NAD 83)
 FC0018_MARKER: DB = BENCH MARK DISK
 FC0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0018_SP_SET: PIER
 FC0018_STAMPING: A 259 1968
 FC0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0018
 FC0018  HISTORY     - Date     Condition        Report By
 FC0018  HISTORY     - 1968     MONUMENTED       CGS
 FC0018
 FC0018                          STATION DESCRIPTION
 FC0018
 FC0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0018'2.3 MI NE FROM SWEETWATER.
 FC0018'ABOUT 2.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0018'STATION AT SWEETWATER, ABOUT 0.25 MILE NORTH OF MILEPOST 170,
 FC0018'SET VERTICALLY IN THE EAST FACE OF THE NORTH LEG OF THE WEST
 FC0018'PIER UNDER U.S. HIGHWAY 11 OVERPASS OVER THE TRACK, 15.4 FEET
 FC0018'WEST OF THE WEST RAIL, 3 FEET ABOVE THE LEVEL OF THE GROUND AND
 FC0018'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0087 ***********************************************************************
 FC0087  DESIGNATION -  A 260
 FC0087  PID         -  FC0087
 FC0087  STATE/COUNTY-  TN/KNOX
 FC0087  USGS QUAD   -  CONCORD (1984)
 FC0087
 FC0087                         *CURRENT SURVEY CONTROL
 FC0087  ___________________________________________________________________
 FC0087* NAD 83(1986)-  35 51 01.     (N)    084 10 02.     (W)     SCALED    
 FC0087* NAVD 88     -       252.418  (meters)     828.14   (feet)  ADJUSTED  
 FC0087  ___________________________________________________________________
 FC0087  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0087  DYNAMIC HT  -         252.181 (meters)     827.36  (feet)  COMP
 FC0087  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 FC0087
 FC0087  VERT ORDER  -  FIRST     CLASS I
 FC0087
 FC0087.The horizontal coordinates were scaled from a topographic map and have
 FC0087.an estimated accuracy of +/- 6 seconds.
 FC0087
 FC0087.The orthometric height was determined by differential leveling
 FC0087.and adjusted by the National Geodetic Survey in June 1991..
 FC0087
 FC0087.The geoid height was determined by GEOID03.
 FC0087
 FC0087.The dynamic height is computed by dividing the NAVD 88
 FC0087.geopotential number by the normal gravity value computed on the
 FC0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0087.degrees latitude (g = 980.6199 gals.).
 FC0087
 FC0087.The modeled gravity was interpolated from observed gravity values.
 FC0087
 FC0087;                    North         East    Units  Estimated Accuracy
 FC0087;SPC TN       -   169,850.      765,540.      MT  (+/- 180 meters Scaled)
 FC0087
 FC0087                          SUPERSEDED SURVEY CONTROL
 FC0087
 FC0087  NGVD 29 (??/??/92)  252.539  (m)          828.54   (f) ADJ UNCH    1 1
 FC0087
 FC0087.Superseded values are not recommended for survey control.
 FC0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0087.See file dsdata.txt to determine how the superseded data were derived.
 FC0087
 FC0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE558710(NAD 83)
 FC0087_MARKER: DB = BENCH MARK DISK
 FC0087_SETTING: 66 = SET IN ROCK OUTCROP
 FC0087_SP_SET: ROCK CUT
 FC0087_STAMPING: A 260 1968
 FC0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0087+STABILITY: POSITION/ELEVATION WELL
 FC0087
 FC0087  HISTORY     - Date     Condition        Report By
 FC0087  HISTORY     - 1968     MONUMENTED       CGS
 FC0087
 FC0087                          STATION DESCRIPTION
 FC0087
 FC0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0087'2 MI SW FROM CONCORD.
 FC0087'ABOUT 2.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM
 FC0087'THE POST OFFICE AT CONCORD, ABOUT 0.1 MILE EAST OF THE RAILWAY
 FC0087'BRIDGE OVER LITTLE TURKEY CREEK, 75 FEET WEST OF MILEPOST 147,
 FC0087'SET IN THE TOP AND NEAR THE CENTER OF A ROCK THAT IS ABOUT 25
 FC0087'FEET LONG BY 5 FEET HIGH AND IS PART OF A LONG LOW CUT, 16.3
 FC0087'FEET NORTH OF THE NORTH RAIL AND ABOUT 3 FEET ABOVE THE LEVEL
 FC0087'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0471 ***********************************************************************
 FF0471  DESIGNATION -  A 261
 FF0471  PID         -  FF0471
 FF0471  STATE/COUNTY-  TN/SHELBY
 FF0471  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0471
 FF0471                         *CURRENT SURVEY CONTROL
 FF0471  ___________________________________________________________________
 FF0471* NAD 83(1986)-  35 02 54.     (N)    090 03 45.     (W)     SCALED    
 FF0471* NAVD 88     -        82.611  (meters)     271.03   (feet)  ADJUSTED  
 FF0471  ___________________________________________________________________
 FF0471  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0471  DYNAMIC HT  -          82.535 (meters)     270.78  (feet)  COMP
 FF0471  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 FF0471
 FF0471  VERT ORDER  -  FIRST     CLASS I
 FF0471
 FF0471.The horizontal coordinates were scaled from a topographic map and have
 FF0471.an estimated accuracy of +/- 6 seconds.
 FF0471
 FF0471.The orthometric height was determined by differential leveling
 FF0471.and adjusted by the National Geodetic Survey in June 1991..
 FF0471
 FF0471.The geoid height was determined by GEOID03.
 FF0471
 FF0471.The dynamic height is computed by dividing the NAVD 88
 FF0471.geopotential number by the normal gravity value computed on the
 FF0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0471.degrees latitude (g = 980.6199 gals.).
 FF0471
 FF0471.The modeled gravity was interpolated from observed gravity values.
 FF0471
 FF0471;                    North         East    Units  Estimated Accuracy
 FF0471;SPC TN       -    87,020.      229,450.      MT  (+/- 180 meters Scaled)
 FF0471
 FF0471                          SUPERSEDED SURVEY CONTROL
 FF0471
 FF0471  NGVD 29 (??/??/??)   82.586  (m)          270.95   (f) ADJUSTED    1 1
 FF0471
 FF0471.Superseded values are not recommended for survey control.
 FF0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0471.See file dsdata.txt to determine how the superseded data were derived.
 FF0471
 FF0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU679823(NAD 83)
 FF0471_MARKER: DB = BENCH MARK DISK
 FF0471_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0471+WITH SETTING: INTO GROUND
 FF0471_STAMPING: A 261 1974
 FF0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0471+STABILITY: SURFACE MOTION
 FF0471
 FF0471  HISTORY     - Date     Condition        Report By
 FF0471  HISTORY     - 1974     MONUMENTED       NGS
 FF0471  HISTORY     - 19911112 MARK NOT FOUND   NGS
 FF0471  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FF0471
 FF0471                          STATION DESCRIPTION
 FF0471
 FF0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0471'2.2 MI SW FROM MEMPHIS.
 FF0471'ABOUT 2.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 (SOUTH THIRD
 FF0471'STREET) FROM INTERSTATE 55 UNDERPASS IN MEMPHIS, 278 FEET
 FF0471'NORTHEAST OF THE CENTER LINE OF FAIRWAY AVENUE, 45 FEET NORTHWEST
 FF0471'OF THE CENTER LINE OF THE HIGHWAY, 142 FEET EAST OF THE EAST
 FF0471'CORNER OF APARTMENT BUILDING 3681, 3 FEET NORTHEAST OF A POWER
 FF0471'POLE BEARING A STREET LIGHT, 3.2 FEET SOUTHEAST OF THE SOUTHEAST
 FF0471'EDGE OF A CONCRETE SIDEWALK, 2 FEET NORTHWEST OF THE NORTHWEST
 FF0471'CURBLINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 FF0471'1/2 FOOT ABOVE LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT
 FF0471'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 FF0471'THE DISK IS 1-INCH BELOW LEVEL OF THE GROUND AND PROTECTED BY
 FF0471'A 4-INCH IRON PIPE FLUSH WITH THE GROUND.
 FF0471
 FF0471                          STATION RECOVERY (1991)
 FF0471
 FF0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0471'MARK NOT FOUND.
 FF0471
 FF0471                          STATION RECOVERY (1992)
 FF0471
 FF0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0471'THE HIGHWAY HAS BEEN EXPANDED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1373 ***********************************************************************
 FE1373  DESIGNATION -  A 262
 FE1373  PID         -  FE1373
 FE1373  STATE/COUNTY-  TN/SHELBY
 FE1373  USGS QUAD   -  MUNFORD (1983)
 FE1373
 FE1373                         *CURRENT SURVEY CONTROL
 FE1373  ___________________________________________________________________
 FE1373* NAD 83(1986)-  35 23 07.     (N)    089 51 37.     (W)     SCALED    
 FE1373* NAVD 88     -       107.456  (meters)     352.55   (feet)  ADJUSTED  
 FE1373  ___________________________________________________________________
 FE1373  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1373  DYNAMIC HT  -         107.361 (meters)     352.23  (feet)  COMP
 FE1373  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FE1373
 FE1373  VERT ORDER  -  FIRST     CLASS I
 FE1373
 FE1373.The horizontal coordinates were scaled from a topographic map and have
 FE1373.an estimated accuracy of +/- 6 seconds.
 FE1373
 FE1373.The orthometric height was determined by differential leveling
 FE1373.and adjusted by the National Geodetic Survey in June 1991..
 FE1373
 FE1373.The geoid height was determined by GEOID03.
 FE1373
 FE1373.The dynamic height is computed by dividing the NAVD 88
 FE1373.geopotential number by the normal gravity value computed on the
 FE1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1373.degrees latitude (g = 980.6199 gals.).
 FE1373
 FE1373.The modeled gravity was interpolated from observed gravity values.
 FE1373
 FE1373;                    North         East    Units  Estimated Accuracy
 FE1373;SPC TN       -   123,630.      249,360.      MT  (+/- 180 meters Scaled)
 FE1373
 FE1373                          SUPERSEDED SURVEY CONTROL
 FE1373
 FE1373  NGVD 29 (??/??/??)  107.422  (m)          352.43   (f) ADJUSTED    1 1
 FE1373
 FE1373.Superseded values are not recommended for survey control.
 FE1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1373.See file dsdata.txt to determine how the superseded data were derived.
 FE1373
 FE1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE401195(NAD 83)
 FE1373_MARKER: DV = VERTICAL CONTROL DISK
 FE1373_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1373+WITH SETTING: INTO GROUND
 FE1373_SP_SET: METAL ROD WITH BASE PLATE
 FE1373_STAMPING: A 262 1974
 FE1373_MARK LOGO: NGS   
 FE1373_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1373+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1373
 FE1373  HISTORY     - Date     Condition        Report By
 FE1373  HISTORY     - 1974     MONUMENTED       NGS
 FE1373  HISTORY     - 19920115 GOOD             NGS
 FE1373  HISTORY     - 20021003 GOOD             USACE
 FE1373
 FE1373                          STATION DESCRIPTION
 FE1373
 FE1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1373'4.4 MI NE FROM MILLINGTON.
 FE1373'ABOUT 4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1373'WITH NAVY ROAD AT MILLINGTON, AT THE JUNCTION WITH MATHEWS
 FE1373'ROAD (PAVED) LEADING SOUTHEAST TO SMALL COMMUNITY OF KERRVILLE,
 FE1373'0.65 MILE SOUTHWEST OF THE TIPTON-SHELBY COUNTY LINE, 109 FEET
 FE1373'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANE OF U.S.
 FE1373'HIGHWAY 51, 145 FEET SOUTHWEST OF A POWER POLE BRACED BY A GUY
 FE1373'WIRE AND SUPPORTING A TRANSFORMER, 132 FEET SOUTHWEST OF THE
 FE1373'CENTER LINE OF A PAVED DRIVEWAY, 6.3 FEET SOUTHEAST OF A CONCRETE
 FE1373'R.O.W. MARKER, 1.2 FEET SOUTHEAST OF A FENCE, 0.6 FOOT NORTHEAST
 FE1373'OF A METAL WITNESS POST, 10 FEET ABOVE THE HIGHWAY AND ON THE TOP
 FE1373'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 FE1373'BASE PLATE.  THE DISK IS 1-INCH BELOW GROUND AND PROTECTED BY A
 FE1373'4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FE1373
 FE1373                          STATION RECOVERY (1992)
 FE1373
 FE1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1373'6.7 KM (4.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1373'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 43.3 M (142.1 FT)
 FE1373'SOUTHWEST OF THE EXTENDED CENTER OF MATHEWS ROAD, 44.2 M (145.0 FT)
 FE1373'SOUTHWEST OF A UTILITY POLE WITH A SECURITY LIGHT, TRANSFORMER NUMBER
 FE1373'1 4482 12 AND A GUY CABLE, 40.2 M (131.9 FT) SOUTHWEST OF THE CENTER
 FE1373'OF A PAVED DRIVEWAY, 33.3 M (109.3 FT) NORTHWEST OF THE CENTERLINE OF
 FE1373'THE SOUTHWEST-BOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) ABOVE THE
 FE1373'LEVEL OF THE HIGHWAY, 1.9 M (6.2 FT) SOUTHEAST OF A RIGHT-OF-WAY
 FE1373'MARKER, 0.4 M (1.3 FT) SOUTHEAST OF A FENCE, AND 0.2 M (0.7 FT)
 FE1373'NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 FE1373'PVC PIPE RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 FE1373
 FE1373                          STATION RECOVERY (2002)
 FE1373
 FE1373'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1720 ***********************************************************************
 FE1720  DESIGNATION -  A 263
 FE1720  PID         -  FE1720
 FE1720  STATE/COUNTY-  TN/LAUDERDALE
 FE1720  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1720
 FE1720                         *CURRENT SURVEY CONTROL
 FE1720  ___________________________________________________________________
 FE1720* NAD 83(1986)-  35 39 23.     (N)    089 35 41.     (W)     SCALED    
 FE1720* NAVD 88     -        88.573  (meters)     290.59   (feet)  ADJUSTED  
 FE1720  ___________________________________________________________________
 FE1720  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1720  DYNAMIC HT  -          88.498 (meters)     290.35  (feet)  COMP
 FE1720  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 FE1720
 FE1720  VERT ORDER  -  FIRST     CLASS I
 FE1720
 FE1720.The horizontal coordinates were scaled from a topographic map and have
 FE1720.an estimated accuracy of +/- 6 seconds.
 FE1720
 FE1720.The orthometric height was determined by differential leveling
 FE1720.and adjusted by the National Geodetic Survey in June 1991..
 FE1720
 FE1720.The geoid height was determined by GEOID03.
 FE1720
 FE1720.The dynamic height is computed by dividing the NAVD 88
 FE1720.geopotential number by the normal gravity value computed on the
 FE1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1720.degrees latitude (g = 980.6199 gals.).
 FE1720
 FE1720.The modeled gravity was interpolated from observed gravity values.
 FE1720
 FE1720;                    North         East    Units  Estimated Accuracy
 FE1720;SPC TN       -   152,770.      274,580.      MT  (+/- 180 meters Scaled)
 FE1720
 FE1720                          SUPERSEDED SURVEY CONTROL
 FE1720
 FE1720  NGVD 29 (??/??/??)   88.537  (m)          290.48   (f) ADJUSTED    1 1
 FE1720
 FE1720.Superseded values are not recommended for survey control.
 FE1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1720.See file dsdata.txt to determine how the superseded data were derived.
 FE1720
 FE1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE651489(NAD 83)
 FE1720_MARKER: DB = BENCH MARK DISK
 FE1720_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1720_SP_SET: 48 FEET
 FE1720_STAMPING: A 263 1974
 FE1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1720+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1720
 FE1720  HISTORY     - Date     Condition        Report By
 FE1720  HISTORY     - 1974     MONUMENTED       NGS
 FE1720  HISTORY     - 20020808 GOOD             USACE
 FE1720
 FE1720                          STATION DESCRIPTION
 FE1720
 FE1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1720'2.5 MI SW FROM HENNING.
 FE1720'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1720'WITH OLD U.S. HIGHWAY 51 AT HENNING, THENCE 1.7 MILES
 FE1720'SOUTH-SOUTHWEST ALONG THE NEW 4 LANES OF U.S. HIGHWAY 51, ABOUT
 FE1720'0.15 MILE NORTHEAST OF THE BATH HOUSE AT A ROADSIDE PARK, AT THE
 FE1720'JUNCTION WITH A NEW ASPHALT ROAD LEADING SOUTH-SOUTHEAST TO
 FE1720'ILLINOIS CENTRAL RAILROAD, 167 FEET SOUTHEAST OF THE SOUTHEAST
 FE1720'LANE OF NEW U.S. HIGHWAY 51, 71.3 FEET SOUTHEAST OF A FIRE
 FE1720'HYDRANT, 55 FEET SOUTHEAST OF TELEPHONE CABLE PEDESTAL 48, 57 FEET
 FE1720'SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD, 1.8 FEET EAST
 FE1720'OF A 2 1/2 FOOT PIPE POST DIVIDING CHAIN LINK FENCE FROM A WOVEN
 FE1720'WIRE FENCE, 0.8 FEET NORTHEAST OF CHAIN LINK FENCE, 0.3 FOOT
 FE1720'SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE
 FE1720'HIGHWAY AND ON TOP OF A COPPER COATED STEEL ROD, 1-INCH BELOW
 FE1720'GROUND AND PROTECTED BY A 4-INCH IRON PIPE THAT IS FLUSH WITH THE
 FE1720'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 FE1720
 FE1720                          STATION RECOVERY (2002)
 FE1720
 FE1720'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1536 ***********************************************************************
 FE1536  DESIGNATION -  A 264
 FE1536  PID         -  FE1536
 FE1536  STATE/COUNTY-  TN/LAUDERDALE
 FE1536  USGS QUAD   -  CHIC (1983)
 FE1536
 FE1536                         *CURRENT SURVEY CONTROL
 FE1536  ___________________________________________________________________
 FE1536* NAD 83(1986)-  35 54 34.     (N)    089 38 16.     (W)     SCALED    
 FE1536* NAVD 88     -        79.780  (meters)     261.74   (feet)  ADJUSTED  
 FE1536  ___________________________________________________________________
 FE1536  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE1536  DYNAMIC HT  -          79.713 (meters)     261.53  (feet)  COMP
 FE1536  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1536
 FE1536  VERT ORDER  -  FIRST     CLASS I
 FE1536
 FE1536.The horizontal coordinates were scaled from a topographic map and have
 FE1536.an estimated accuracy of +/- 6 seconds.
 FE1536
 FE1536.The orthometric height was determined by differential leveling
 FE1536.and adjusted by the National Geodetic Survey in June 1991..
 FE1536
 FE1536.The geoid height was determined by GEOID03.
 FE1536
 FE1536.The dynamic height is computed by dividing the NAVD 88
 FE1536.geopotential number by the normal gravity value computed on the
 FE1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1536.degrees latitude (g = 980.6199 gals.).
 FE1536
 FE1536.The modeled gravity was interpolated from observed gravity values.
 FE1536
 FE1536;                    North         East    Units  Estimated Accuracy
 FE1536;SPC TN       -   180,970.      271,720.      MT  (+/- 180 meters Scaled)
 FE1536
 FE1536                          SUPERSEDED SURVEY CONTROL
 FE1536
 FE1536  NGVD 29 (??/??/??)   79.721  (m)          261.55   (f) ADJUSTED    1 1
 FE1536
 FE1536.Superseded values are not recommended for survey control.
 FE1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1536.See file dsdata.txt to determine how the superseded data were derived.
 FE1536
 FE1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE619771(NAD 83)
 FE1536_MARKER: DB = BENCH MARK DISK
 FE1536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1536_SP_SET: 48 FEET
 FE1536_STAMPING: A 264 1974
 FE1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1536
 FE1536  HISTORY     - Date     Condition        Report By
 FE1536  HISTORY     - 1974     MONUMENTED       NGS
 FE1536
 FE1536                          STATION DESCRIPTION
 FE1536
 FE1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1536'14.6 MI W FROM HALLS.
 FE1536'ABOUT 14.55 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1536'BAPTIST CHURCH AT HALLS, ABOUT 0.3 MILE SOUTH OF THE DEAD END
 FE1536'OF STATE HIGHWAY 88, ALONG A FARM ROAD LEADING TO A GRAY SHINGLED
 FE1536'HOUSE BETWEEN TWO LARGE PLOWED FIELDS, 46.9 FEET NORTHWEST OF
 FE1536'THE NORTHWEST CORNER OF A GRAY SHINGLED HOUSE, 99.8 FEET NORTH
 FE1536'OF TAMM BEND 1972, 8.9 FEET SOUTH OF A POWER POLE WITH
 FE1536'TRANSFORMER, 20.4 FEET WEST OF TAMM BEND RM 1, 0.2 FOOT BELOW
 FE1536'LEVEL OF THE GROUND AND ON TOP OF A COPPER COATED STEEL ROD,
 FE1536'2-INCHES BELOW GROUND AND PROTECTED BY A 4-INCH IRON PIPE THAT
 FE1536'IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 FE1536'48 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1134 ***********************************************************************
 GD1134  DESIGNATION -  A 265
 GD1134  PID         -  GD1134
 GD1134  STATE/COUNTY-  TN/DYER
 GD1134  USGS QUAD   -  MISTON (1983)
 GD1134
 GD1134                         *CURRENT SURVEY CONTROL
 GD1134  ___________________________________________________________________
 GD1134* NAD 83(1986)-  36 09 32.     (N)    089 26 11.     (W)     SCALED    
 GD1134* NAVD 88     -        83.292  (meters)     273.27   (feet)  ADJUSTED  
 GD1134  ___________________________________________________________________
 GD1134  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1134  DYNAMIC HT  -          83.223 (meters)     273.04  (feet)  COMP
 GD1134  MODELED GRAV-     979,802.5   (mgal)                       NAVD 88
 GD1134
 GD1134  VERT ORDER  -  FIRST     CLASS I
 GD1134
 GD1134.The horizontal coordinates were scaled from a topographic map and have
 GD1134.an estimated accuracy of +/- 6 seconds.
 GD1134
 GD1134.The orthometric height was determined by differential leveling
 GD1134.and adjusted by the National Geodetic Survey in June 1991..
 GD1134
 GD1134.The geoid height was determined by GEOID03.
 GD1134
 GD1134.The dynamic height is computed by dividing the NAVD 88
 GD1134.geopotential number by the normal gravity value computed on the
 GD1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1134.degrees latitude (g = 980.6199 gals.).
 GD1134
 GD1134.The modeled gravity was interpolated from observed gravity values.
 GD1134
 GD1134;                    North         East    Units  Estimated Accuracy
 GD1134;SPC TN       -   207,970.      290,860.      MT  (+/- 180 meters Scaled)
 GD1134
 GD1134                          SUPERSEDED SURVEY CONTROL
 GD1134
 GD1134  NGVD 29 (??/??/??)   83.217  (m)          273.02   (f) ADJUSTED    1 1
 GD1134
 GD1134.Superseded values are not recommended for survey control.
 GD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1134.See file dsdata.txt to determine how the superseded data were derived.
 GD1134
 GD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF808043(NAD 83)
 GD1134_MARKER: DB = BENCH MARK DISK
 GD1134_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1134+WITH SETTING: INTO GROUND
 GD1134_STAMPING: A 265 1974
 GD1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1134+STABILITY: SURFACE MOTION
 GD1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1134+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD1134
 GD1134  HISTORY     - Date     Condition        Report By
 GD1134  HISTORY     - 1974     MONUMENTED       NGS
 GD1134  HISTORY     - 20020802 GOOD             USACE
 GD1134
 GD1134                          STATION DESCRIPTION
 GD1134
 GD1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1134'IN BOGOTA.
 GD1134'AT BOGOTA, AT THE JUNCTION OF STATE HIGHWAY 78 AND STATE HIGHWAY 103
 GD1134'AND A POWER LINE CROSSING, 62.4 FEET NORTHEAST OF THE JUNCTION, 60.1
 GD1134'FEET EAST-NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 78, 43.2 FEET
 GD1134'NORTH-NORTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 1.6
 GD1134'FEET NORTH-NORTHWEST OF A POWER POLE WITH TWO GUY WIRES AND WITNESS
 GD1134'SIGN, 21.8 FEET SOUTH-SOUTHEAST OF THE NORTHWEST GUY WIRE, 1.5 FEET
 GD1134'BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 GD1134'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2
 GD1134'FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH
 GD1134'WITH THE GROUND.
 GD1134
 GD1134                          STATION RECOVERY (2002)
 GD1134
 GD1134'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1630 ***********************************************************************
 GC1630  DESIGNATION -  A 27
 GC1630  PID         -  GC1630
 GC1630  STATE/COUNTY-  TN/HUMPHREYS
 GC1630  USGS QUAD   -  WAVERLY (1987)
 GC1630
 GC1630                         *CURRENT SURVEY CONTROL
 GC1630  ___________________________________________________________________
 GC1630* NAD 83(1986)-  36 03 56.     (N)    087 46 54.     (W)     SCALED    
 GC1630* NAVD 88     -       143.038  (meters)     469.28   (feet)  ADJUSTED  
 GC1630  ___________________________________________________________________
 GC1630  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1630  DYNAMIC HT  -         142.914 (meters)     468.88  (feet)  COMP
 GC1630  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 GC1630
 GC1630  VERT ORDER  -  SECOND    CLASS 0
 GC1630
 GC1630.The horizontal coordinates were scaled from a topographic map and have
 GC1630.an estimated accuracy of +/- 6 seconds.
 GC1630
 GC1630.The orthometric height was determined by differential leveling
 GC1630.and adjusted by the National Geodetic Survey in June 1991..
 GC1630
 GC1630.The geoid height was determined by GEOID03.
 GC1630
 GC1630.The dynamic height is computed by dividing the NAVD 88
 GC1630.geopotential number by the normal gravity value computed on the
 GC1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1630.degrees latitude (g = 980.6199 gals.).
 GC1630
 GC1630.The modeled gravity was interpolated from observed gravity values.
 GC1630
 GC1630;                    North         East    Units  Estimated Accuracy
 GC1630;SPC TN       -   193,650.      439,510.      MT  (+/- 180 meters Scaled)
 GC1630
 GC1630                          SUPERSEDED SURVEY CONTROL
 GC1630
 GC1630  NGVD 29 (??/??/92)  143.068  (m)          469.38   (f) ADJ UNCH    2 0
 GC1630
 GC1630.Superseded values are not recommended for survey control.
 GC1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1630.See file dsdata.txt to determine how the superseded data were derived.
 GC1630
 GC1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE296915(NAD 83)
 GC1630_MARKER: DB = BENCH MARK DISK
 GC1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1630_STAMPING: A 27 1934
 GC1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1630+STABILITY: SURFACE MOTION
 GC1630
 GC1630  HISTORY     - Date     Condition        Report By
 GC1630  HISTORY     - 1934     MONUMENTED       CGS
 GC1630  HISTORY     - 1947     GOOD             NGS
 GC1630  HISTORY     - 1972     GOOD             TVA
 GC1630
 GC1630                          STATION DESCRIPTION
 GC1630
 GC1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1630'1.5 MI S FROM WAVERLY.
 GC1630'1.5 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 GC1630'WAVERLY, ABOUT 1/4 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL
 GC1630'ROAD LEADING NORTH, AT THE DONALD D. DAVIS RESIDENCE, 60 FEET
 GC1630'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET WEST OF THE
 GC1630'WEST CORNER OF THE BARN, 32 FEET SOUTH OF THE SOUTH CORNER OF THE
 GC1630'HOUSE PORCH, 1.5 FEET SOUTHWEST OF THE STONE MASONRY FENCE AROUND
 GC1630'THE YARD, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND IN THE TOP
 GC1630'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 GC1630
 GC1630                          STATION RECOVERY (1972)
 GC1630
 GC1630'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1354 ***********************************************************************
 GC1354  DESIGNATION -  A 28
 GC1354  PID         -  GC1354
 GC1354  STATE/COUNTY-  TN/DICKSON
 GC1354  USGS QUAD   -  DICKSON (1986)
 GC1354
 GC1354                         *CURRENT SURVEY CONTROL
 GC1354  ___________________________________________________________________
 GC1354* NAD 83(1986)-  36 04 11.     (N)    087 22 41.     (W)     SCALED    
 GC1354* NAVD 88     -       248.452  (meters)     815.13   (feet)  ADJUSTED  
 GC1354  ___________________________________________________________________
 GC1354  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1354  DYNAMIC HT  -         248.234 (meters)     814.41  (feet)  COMP
 GC1354  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 GC1354
 GC1354  VERT ORDER  -  FIRST     CLASS II
 GC1354
 GC1354.The horizontal coordinates were scaled from a topographic map and have
 GC1354.an estimated accuracy of +/- 6 seconds.
 GC1354
 GC1354.The orthometric height was determined by differential leveling
 GC1354.and adjusted by the National Geodetic Survey in June 1991..
 GC1354
 GC1354.The geoid height was determined by GEOID03.
 GC1354
 GC1354.The dynamic height is computed by dividing the NAVD 88
 GC1354.geopotential number by the normal gravity value computed on the
 GC1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1354.degrees latitude (g = 980.6199 gals.).
 GC1354
 GC1354.The modeled gravity was interpolated from observed gravity values.
 GC1354
 GC1354;                    North         East    Units  Estimated Accuracy
 GC1354;SPC TN       -   193,530.      475,870.      MT  (+/- 180 meters Scaled)
 GC1354
 GC1354                          SUPERSEDED SURVEY CONTROL
 GC1354
 GC1354  NGVD 29 (??/??/92)  248.447  (m)          815.11   (f) ADJ UNCH    1 2
 GC1354
 GC1354.Superseded values are not recommended for survey control.
 GC1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1354.See file dsdata.txt to determine how the superseded data were derived.
 GC1354
 GC1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE659917(NAD 83)
 GC1354_MARKER: DB = BENCH MARK DISK
 GC1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1354_STAMPING: 815.399 A 28 1934
 GC1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1354+STABILITY: SURFACE MOTION
 GC1354
 GC1354  HISTORY     - Date     Condition        Report By
 GC1354  HISTORY     - 1934     MONUMENTED       CGS
 GC1354  HISTORY     - 1948     GOOD             NGS
 GC1354
 GC1354                          STATION DESCRIPTION
 GC1354
 GC1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1354'0.8 MI E FROM DICKSON.
 GC1354'0.75 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1354'RAILWAY FROM THE STATION AT DICKSON, ABOUT 1.5 MILES WEST OF THE
 GC1354'STATION AT COLESBURG, AT THE EAST EDGE OF TOWN, OPPOSITE A
 GC1354'POINT MIDWAY BETWEEN POLES 40+31 AND 40+32, 53.5 FEET SOUTH OF THE
 GC1354'SOUTH RAIL OF THE TRACK, 69 FEET NORTHWEST OF THE NORTHWEST
 GC1354'CORNER OF THE MIDDLE ONE OF FIVE SECTION HOUSES, 77.5 FEET
 GC1354'NORTHEAST OF THE NORTHEAST CORNER OF THE SECOND HOUSE FROM WEST
 GC1354'END OF THE ROW OF HOUSES, ABOUT 11 FEET SOUTH OF THE ROW OF
 GC1354'POLES, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1354'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1354'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0728 ***********************************************************************
 FD0728  DESIGNATION -  A 29
 FD0728  PID         -  FD0728
 FD0728  STATE/COUNTY-  TN/HICKMAN
 FD0728  USGS QUAD   -  CENTERVILLE (1987)
 FD0728
 FD0728                         *CURRENT SURVEY CONTROL
 FD0728  ___________________________________________________________________
 FD0728* NAD 83(1986)-  35 46 35.     (N)    087 29 10.     (W)     SCALED    
 FD0728* NAVD 88     -       178.559  (meters)     585.82   (feet)  ADJUSTED  
 FD0728  ___________________________________________________________________
 FD0728  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0728  DYNAMIC HT  -         178.401 (meters)     585.30  (feet)  COMP
 FD0728  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 FD0728
 FD0728  VERT ORDER  -  SECOND    CLASS 0
 FD0728
 FD0728.The horizontal coordinates were scaled from a topographic map and have
 FD0728.an estimated accuracy of +/- 6 seconds.
 FD0728
 FD0728.The orthometric height was determined by differential leveling
 FD0728.and adjusted by the National Geodetic Survey in June 1991..
 FD0728
 FD0728.The geoid height was determined by GEOID03.
 FD0728
 FD0728.The dynamic height is computed by dividing the NAVD 88
 FD0728.geopotential number by the normal gravity value computed on the
 FD0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0728.degrees latitude (g = 980.6199 gals.).
 FD0728
 FD0728.The modeled gravity was interpolated from observed gravity values.
 FD0728
 FD0728;                    North         East    Units  Estimated Accuracy
 FD0728;SPC TN       -   161,130.      465,640.      MT  (+/- 180 meters Scaled)
 FD0728
 FD0728                          SUPERSEDED SURVEY CONTROL
 FD0728
 FD0728  NGVD 29 (??/??/92)  178.544  (m)          585.77   (f) ADJ UNCH    2 0
 FD0728
 FD0728.Superseded values are not recommended for survey control.
 FD0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0728.See file dsdata.txt to determine how the superseded data were derived.
 FD0728
 FD0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE560592(NAD 83)
 FD0728_MARKER: DB = BENCH MARK DISK
 FD0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0728_STAMPING: A 29 1934
 FD0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0728+STABILITY: SURFACE MOTION
 FD0728
 FD0728  HISTORY     - Date     Condition        Report By
 FD0728  HISTORY     - 1934     MONUMENTED       CGS
 FD0728
 FD0728                          STATION DESCRIPTION
 FD0728
 FD0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0728'0.7 MI NW FROM CENTERVILLE.
 FD0728'0.7 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0728'LOUIS RAILWAY FROM CENTERVILLE, HICKMAN COUNTY, 10-1/2 POLES
 FD0728'SOUTHEAST OF MILEPOST 31, 3 RAILS SOUTH OF A ROAD CROSSING,
 FD0728'75 FEET SOUTH OF A FENCE CORNER, 18 FEET WEST OF THE CENTERLINE
 FD0728'OF THE TRACK, AND 2 FEET EAST OF THE FENCE.  A STANDARD DISK,
 FD0728'STAMPED A 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2408 ***********************************************************************
 FB2408  DESIGNATION -  A 292
 FB2408  PID         -  FB2408
 FB2408  STATE/COUNTY-  TN/KNOX
 FB2408  USGS QUAD   -  KNOXVILLE (1978)
 FB2408
 FB2408                         *CURRENT SURVEY CONTROL
 FB2408  ___________________________________________________________________
 FB2408* NAD 83(1986)-  35 57 49.     (N)    083 55 07.     (W)     SCALED    
 FB2408* NAVD 88     -       284.221  (meters)     932.48   (feet)  ADJUSTED  
 FB2408  ___________________________________________________________________
 FB2408  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2408  DYNAMIC HT  -         283.959 (meters)     931.62  (feet)  COMP
 FB2408  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FB2408
 FB2408  VERT ORDER  -  FIRST     CLASS II
 FB2408
 FB2408.The horizontal coordinates were scaled from a topographic map and have
 FB2408.an estimated accuracy of +/- 6 seconds.
 FB2408
 FB2408.The orthometric height was determined by differential leveling
 FB2408.and adjusted by the National Geodetic Survey in June 1991..
 FB2408
 FB2408.The geoid height was determined by GEOID03.
 FB2408
 FB2408.The dynamic height is computed by dividing the NAVD 88
 FB2408.geopotential number by the normal gravity value computed on the
 FB2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2408.degrees latitude (g = 980.6199 gals.).
 FB2408
 FB2408.The modeled gravity was interpolated from observed gravity values.
 FB2408
 FB2408;                    North         East    Units  Estimated Accuracy
 FB2408;SPC TN       -   182,870.      787,730.      MT  (+/- 180 meters Scaled)
 FB2408
 FB2408                          SUPERSEDED SURVEY CONTROL
 FB2408
 FB2408  NGVD 29 (12/12/91)  284.355  (m)          932.92   (f) ADJUSTED    1 2
 FB2408
 FB2408.Superseded values are not recommended for survey control.
 FB2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2408.See file dsdata.txt to determine how the superseded data were derived.
 FB2408
 FB2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV367838(NAD 83)
 FB2408_MARKER: DB = BENCH MARK DISK
 FB2408_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FB2408_SP_SET: BUILDING FOUNDATION
 FB2408_STAMPING: A 292 1983
 FB2408_MARK LOGO: NGS   
 FB2408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2408+STABILITY: POSITION/ELEVATION WELL
 FB2408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2408+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB2408
 FB2408  HISTORY     - Date     Condition        Report By
 FB2408  HISTORY     - 1983     MONUMENTED       NGS
 FB2408  HISTORY     - 20010322 GOOD             USPSQD
 FB2408  HISTORY     - 20060112 GOOD             USPSQD
 FB2408
 FB2408                          STATION DESCRIPTION
 FB2408
 FB2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2408'IN KNOXVILLE.
 FB2408'IN KNOXVILLE, AT THE INTERSECTION OF MARKET STREET AND CLINCH AVENUE,
 FB2408'AT THE KNOXVILLE HISTORICAL SOCIETY BUILDING, ON THE SOUTHWEST SIDE OF
 FB2408'THE BUILDING IN TOP OF THE GRANITE FOUNDATION AND NEAR THE WEST CORNER
 FB2408'OF THE BUILDING, 8.69 METERS (28.5 FT) NORTHEAST OF THE NORTHEAST CURB
 FB2408'OF MARKET STREET, 6.95 METERS (22.8 FT) SOUTHEAST OF THE SOUTHEAST
 FB2408'CURB OF CLINCH AVENUE, 1.55 METERS (5.1 FT) SOUTHEAST OF THE WEST
 FB2408'CORNER OF THE BUILDING.
 FB2408
 FB2408                          STATION RECOVERY (2001)
 FB2408
 FB2408'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2408'RECOVERED IN GOOD CONDITION.
 FB2408
 FB2408                          STATION RECOVERY (2006)
 FB2408
 FB2408'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB2408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1617 ***********************************************************************
 FC1617  DESIGNATION -  A 293
 FC1617  PID         -  FC1617
 FC1617  STATE/COUNTY-  TN/MARION
 FC1617  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1617
 FC1617                         *CURRENT SURVEY CONTROL
 FC1617  ___________________________________________________________________
 FC1617* NAD 83(1986)-  35 00 23.     (N)    085 42 28.     (W)     SCALED    
 FC1617* NAVD 88     -       189.483  (meters)     621.66   (feet)  ADJUSTED  
 FC1617  ___________________________________________________________________
 FC1617  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FC1617  DYNAMIC HT  -         189.298 (meters)     621.06  (feet)  COMP
 FC1617  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC1617
 FC1617  VERT ORDER  -  FIRST     CLASS II
 FC1617
 FC1617.The horizontal coordinates were scaled from a topographic map and have
 FC1617.an estimated accuracy of +/- 6 seconds.
 FC1617
 FC1617.The orthometric height was determined by differential leveling
 FC1617.and adjusted by the National Geodetic Survey in June 1991..
 FC1617
 FC1617.The geoid height was determined by GEOID03.
 FC1617
 FC1617.The dynamic height is computed by dividing the NAVD 88
 FC1617.geopotential number by the normal gravity value computed on the
 FC1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1617.degrees latitude (g = 980.6199 gals.).
 FC1617
 FC1617.The modeled gravity was interpolated from observed gravity values.
 FC1617
 FC1617;                    North         East    Units  Estimated Accuracy
 FC1617;SPC TN       -    74,720.      626,680.      MT  (+/- 180 meters Scaled)
 FC1617
 FC1617                          SUPERSEDED SURVEY CONTROL
 FC1617
 FC1617.No superseded survey control is available for this station.
 FC1617
 FC1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD179745(NAD 83)
 FC1617_MARKER: I = METAL ROD
 FC1617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1617_SP_SET: STAINLESS STEEL ROD
 FC1617_STAMPING: A 293 1983
 FC1617_MARK LOGO: NGS   
 FC1617_PROJECTION: RECESSED 5 CENTIMETERS
 FC1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1617_ROD/PIPE-DEPTH: 9.1  meters
 FC1617
 FC1617  HISTORY     - Date     Condition        Report By
 FC1617  HISTORY     - 1983     MONUMENTED       NGS
 FC1617
 FC1617                          STATION DESCRIPTION
 FC1617
 FC1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1617'0.9 KM (0.55 MI) SOUTH FROM SOUTH PITTSBURG.
 FC1617'0.1 KM (0.05 MI) NORTHERLY ALONG A PAVED STREET (ELM AVENUE) FROM THE
 FC1617'POST OFFICE IN SOUTH PITTSBURG, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG
 FC1617'A PAVED STREET (3RD STREET), THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG
 FC1617'U.S. HIGHWAY 72 (CEDAR AVENUE), THENCE 0.1 KM (0.05 MI) EASTERLY ALONG
 FC1617'A PAVED ROAD, THENCE 0.2 KM (0.15 MI) SOUTHERLY ALONG A PAVED ROAD,
 FC1617'7.25 METERS (23.8 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD,
 FC1617'25.76 METERS (84.5 FT) NORTH-NORTHWEST OF A RAILROAD TRACK SWITCH,
 FC1617'23.77 METERS (78.0 FT) SOUTH-SOUTHWEST OF A GRAVEL DRIVE LEADING WEST,
 FC1617'14.66 METERS (48.1 FT) NORTHWEST OF THE NORTHERNMOST RAIL OF THE
 FC1617'RAILROAD, AND 4.72 METERS (15.5 FT) NORTH-NORTHEAST OF POWERLINE POLE
 FC1617'NUMBER 7314 WITH TRANSFORMER.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1617'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 FC1617'THE MARK IS 0.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1639 ***********************************************************************
 FC1639  DESIGNATION -  A 294
 FC1639  PID         -  FC1639
 FC1639  STATE/COUNTY-  TN/HAMILTON
 FC1639  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1639
 FC1639                         *CURRENT SURVEY CONTROL
 FC1639  ___________________________________________________________________
 FC1639* NAD 83(1986)-  35 02 09.     (N)    085 09 47.     (W)     SCALED    
 FC1639* NAVD 88     -       231.132  (meters)     758.31   (feet)  ADJUSTED  
 FC1639  ___________________________________________________________________
 FC1639  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC1639  DYNAMIC HT  -         230.902 (meters)     757.55  (feet)  COMP
 FC1639  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC1639
 FC1639  VERT ORDER  -  FIRST     CLASS II
 FC1639
 FC1639.The horizontal coordinates were scaled from a topographic map and have
 FC1639.an estimated accuracy of +/- 6 seconds.
 FC1639
 FC1639.The orthometric height was determined by differential leveling
 FC1639.and adjusted by the National Geodetic Survey in June 1991..
 FC1639
 FC1639.The geoid height was determined by GEOID03.
 FC1639
 FC1639.The dynamic height is computed by dividing the NAVD 88
 FC1639.geopotential number by the normal gravity value computed on the
 FC1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1639.degrees latitude (g = 980.6199 gals.).
 FC1639
 FC1639.The modeled gravity was interpolated from observed gravity values.
 FC1639
 FC1639;                    North         East    Units  Estimated Accuracy
 FC1639;SPC TN       -    78,270.      676,370.      MT  (+/- 180 meters Scaled)
 FC1639
 FC1639                          SUPERSEDED SURVEY CONTROL
 FC1639
 FC1639.No superseded survey control is available for this station.
 FC1639
 FC1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD675785(NAD 83)
 FC1639_MARKER: I = METAL ROD
 FC1639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FC1639+WITH SETTING: INFORMATION.
 FC1639_SP_SET: SHALLOW SET METAL ROD
 FC1639_STAMPING: A 294 1983
 FC1639_MARK LOGO: NGS   
 FC1639_PROJECTION: FLUSH
 FC1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1639_ROD/PIPE-DEPTH: 2.4  meters
 FC1639
 FC1639  HISTORY     - Date     Condition        Report By
 FC1639  HISTORY     - 1983     MONUMENTED       NGS
 FC1639
 FC1639                          STATION DESCRIPTION
 FC1639
 FC1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1639'2.7 KM (1.7 MI) NE FROM CHATTANOOGA.
 FC1639'0.2 KM (0.15 MI) WEST ALONG EAST BRAINERD ROAD FROM THE CONCORD
 FC1639'BAPTIST CHURCH ON THE NORTHEAST EDGE OF TOWN, THENCE 2.5 KM (1.55 MI)
 FC1639'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 75, SET AT HIGHWAY MILE MARKER
 FC1639'350, 12.68 METERS (41.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FC1639'HIGHWAY, AND 6.13 METERS (20.1 FT) SOUTH-SOUTHEAST OF HIGHWAY MILE
 FC1639'MARKER 350.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1639'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 FC1639'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1610 ***********************************************************************
 FC1610  DESIGNATION -  A 295
 FC1610  PID         -  FC1610
 FC1610  STATE/COUNTY-  TN/BLOUNT
 FC1610  USGS QUAD   -  BINFIELD (1990)
 FC1610
 FC1610                         *CURRENT SURVEY CONTROL
 FC1610  ___________________________________________________________________
 FC1610* NAD 83(1986)-  35 39 51.     (N)    084 03 16.     (W)     SCALED    
 FC1610* NAVD 88     -       300.076  (meters)     984.50   (feet)  ADJUSTED  
 FC1610  ___________________________________________________________________
 FC1610  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC1610  DYNAMIC HT  -         299.791 (meters)     983.56  (feet)  COMP
 FC1610  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FC1610
 FC1610  VERT ORDER  -  FIRST     CLASS II
 FC1610
 FC1610.The horizontal coordinates were scaled from a topographic map and have
 FC1610.an estimated accuracy of +/- 6 seconds.
 FC1610
 FC1610.The orthometric height was determined by differential leveling
 FC1610.and adjusted by the National Geodetic Survey in June 1991..
 FC1610
 FC1610.The geoid height was determined by GEOID03.
 FC1610
 FC1610.The dynamic height is computed by dividing the NAVD 88
 FC1610.geopotential number by the normal gravity value computed on the
 FC1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1610.degrees latitude (g = 980.6199 gals.).
 FC1610
 FC1610.The modeled gravity was interpolated from observed gravity values.
 FC1610
 FC1610;                    North         East    Units  Estimated Accuracy
 FC1610;SPC TN       -   149,410.      776,140.      MT  (+/- 180 meters Scaled)
 FC1610
 FC1610                          SUPERSEDED SURVEY CONTROL
 FC1610
 FC1610  NGVD 29 (12/12/91)  300.193  (m)          984.88   (f) ADJUSTED    1 2
 FC1610
 FC1610.Superseded values are not recommended for survey control.
 FC1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1610.See file dsdata.txt to determine how the superseded data were derived.
 FC1610
 FC1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE666506(NAD 83)
 FC1610_MARKER: I = METAL ROD
 FC1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1610_SP_SET: STAINLESS STEEL ROD
 FC1610_STAMPING: A 295 1983
 FC1610_MARK LOGO: NGS   
 FC1610_PROJECTION: FLUSH
 FC1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1610_ROD/PIPE-DEPTH: 12.0 meters
 FC1610
 FC1610  HISTORY     - Date     Condition        Report By
 FC1610  HISTORY     - 1983     MONUMENTED       NGS
 FC1610
 FC1610                          STATION DESCRIPTION
 FC1610
 FC1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1610'13.3 KM (8.25 MI) SW FROM MARYVILLE.
 FC1610'9.0 KM (5.6 MI) SOUTHWEST ALONG U.S. HIGHWAYS 129 AND 411 FROM THE
 FC1610'CITY HALL IN MARYVILLE, THENCE 4.25 KM (2.65 MI) SOUTHEAST ALONG U.S.
 FC1610'HIGHWAY 129 TO THE MARK ON THE RIGHT, ON THE PROPERTY OF MR. GARDNER,
 FC1610'ALSO 18.3 KM (11.4 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST
 FC1610'OFFICE IN TALLASSEE, 20.51 METERS (67.3 FT) NORTHWEST OF THE
 FC1610'CENTERLINE OF THE HIGHWAY, 27.03 METERS (88.7 FT) NORTHEAST OF THE
 FC1610'NORTHEAST CORNER OF A ONE STORY FIELD STONE AND BRICK HOUSE,
 FC1610'0.67 METER (56.0 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY LEADING
 FC1610'TO THE HOUSE, 0.67 METER (2.2 FT) SOUTH-SOUTHWEST OF UTILITY POLE A,
 FC1610'ON THE PROPERTY OF MR. GARDNER.
 FC1610'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH2467 ***********************************************************************
 EH2467  DESIGNATION -  A 296
 EH2467  PID         -  EH2467
 EH2467  STATE/COUNTY-  TN/SHELBY
 EH2467  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2467
 EH2467                         *CURRENT SURVEY CONTROL
 EH2467  ___________________________________________________________________
 EH2467* NAD 83(1986)-  34 59 42.     (N)    090 12 57.     (W)     SCALED    
 EH2467* NAVD 88     -        71.733  (meters)     235.34   (feet)  ADJUSTED  
 EH2467  ___________________________________________________________________
 EH2467  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EH2467  DYNAMIC HT  -          71.667 (meters)     235.13  (feet)  COMP
 EH2467  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 EH2467
 EH2467  VERT ORDER  -  FIRST     CLASS II
 EH2467
 EH2467.The horizontal coordinates were scaled from a topographic map and have
 EH2467.an estimated accuracy of +/- 6 seconds.
 EH2467
 EH2467.The orthometric height was determined by differential leveling
 EH2467.and adjusted by the National Geodetic Survey in June 1991..
 EH2467
 EH2467.The geoid height was determined by GEOID03.
 EH2467
 EH2467.The dynamic height is computed by dividing the NAVD 88
 EH2467.geopotential number by the normal gravity value computed on the
 EH2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2467.degrees latitude (g = 980.6199 gals.).
 EH2467
 EH2467.The modeled gravity was interpolated from observed gravity values.
 EH2467
 EH2467;                    North         East    Units  Estimated Accuracy
 EH2467;SPC TN       -    81,700.      215,220.      MT  (+/- 180 meters Scaled)
 EH2467
 EH2467                          SUPERSEDED SURVEY CONTROL
 EH2467
 EH2467  NGVD 29 (??/??/??)   71.727  (m)          235.32   (f) ADJUSTED    1 2
 EH2467
 EH2467.Superseded values are not recommended for survey control.
 EH2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2467.See file dsdata.txt to determine how the superseded data were derived.
 EH2467
 EH2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU541760(NAD 83)
 EH2467_MARKER: I = METAL ROD
 EH2467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2467_SP_SET: STAINLESS STEEL ROD
 EH2467_STAMPING: A 296 1983
 EH2467_MARK LOGO: NGS   
 EH2467_PROJECTION: FLUSH
 EH2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2467+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH2467_ROD/PIPE-DEPTH: 31.6 meters
 EH2467
 EH2467  HISTORY     - Date     Condition        Report By
 EH2467  HISTORY     - 1983     MONUMENTED       NGS
 EH2467  HISTORY     - 20030408 GOOD             USACE
 EH2467
 EH2467                          STATION DESCRIPTION
 EH2467
 EH2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2467'11.1 KM (6.9 MI) WNW FROM WALLS MS.
 EH2467'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2467'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2467'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 7.4 KM (4.6 MI) WEST
 EH2467'ALONG THE GRAVEL ROAD ON TOP OF THE LEVEE TO THE MARK AT A CATTLE
 EH2467'GUARD IN THE CENTER OF THE ROAD, 8.8 METERS (29.0 FT) NORTH-NORTHEAST
 EH2467'OF CONCRETE MILEPOST NUMBER 5/6 (ACROSS THE ROAD), 2.58 METERS
 EH2467'(8.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF A RAILROAD IRON CATTLE
 EH2467'GUARD, 2.35 METERS (7.7 FT) NORTHEAST OF THE NORTHWEST CORNER OF A
 EH2467'RAILROAD IRON CATTLE GUARD, 0.2 METER (0.6 FT) WEST-NORTHWEST OF A
 EH2467'FENCE LINE, AND 9.2 METERS (30.2 FT) WEST-NORTHWEST OF A
 EH2467'MISSISSIPPI-TENNESSEE STATE LINE GALVANIZED 4 INCH I-BEAM MARKER.
 EH2467'THE MARK IS 0.25 METERS  SSW FROM A WITNESS POST.
 EH2467'THE MARK IS 0.3 M BELOW ROAD.
 EH2467
 EH2467                          STATION RECOVERY (2003)
 EH2467
 EH2467'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2113 ***********************************************************************
 FE2113  DESIGNATION -  A 297
 FE2113  PID         -  FE2113
 FE2113  STATE/COUNTY-  TN/MCNAIRY
 FE2113  USGS QUAD   -  GUYS (1983)
 FE2113
 FE2113                         *CURRENT SURVEY CONTROL
 FE2113  ___________________________________________________________________
 FE2113* NAD 83(1986)-  35 00 41.     (N)    088 31 07.     (W)     SCALED    
 FE2113* NAVD 88     -       150.736  (meters)     494.54   (feet)  ADJUSTED  
 FE2113  ___________________________________________________________________
 FE2113  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE2113  DYNAMIC HT  -         150.593 (meters)     494.07  (feet)  COMP
 FE2113  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FE2113
 FE2113  VERT ORDER  -  FIRST     CLASS II
 FE2113
 FE2113.The horizontal coordinates were scaled from a topographic map and have
 FE2113.an estimated accuracy of +/- 6 seconds.
 FE2113
 FE2113.The orthometric height was determined by differential leveling
 FE2113.and adjusted by the National Geodetic Survey in June 1991..
 FE2113
 FE2113.The geoid height was determined by GEOID03.
 FE2113
 FE2113.The dynamic height is computed by dividing the NAVD 88
 FE2113.geopotential number by the normal gravity value computed on the
 FE2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2113.degrees latitude (g = 980.6199 gals.).
 FE2113
 FE2113.The modeled gravity was interpolated from observed gravity values.
 FE2113
 FE2113;                    North         East    Units  Estimated Accuracy
 FE2113;SPC TN       -    78,190.      370,130.      MT  (+/- 180 meters Scaled)
 FE2113
 FE2113                          SUPERSEDED SURVEY CONTROL
 FE2113
 FE2113.No superseded survey control is available for this station.
 FE2113
 FE2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD614753(NAD 83)
 FE2113_MARKER: I = METAL ROD
 FE2113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2113_SP_SET: STAINLESS STEEL ROD
 FE2113_STAMPING: A 297 1983
 FE2113_MARK LOGO: NGS   
 FE2113_PROJECTION: FLUSH
 FE2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2113+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 FE2113_ROD/PIPE-DEPTH: 8.53 meters
 FE2113
 FE2113  HISTORY     - Date     Condition        Report By
 FE2113  HISTORY     - 1983     MONUMENTED       NGS
 FE2113  HISTORY     - 20020409 GOOD             USACE
 FE2113
 FE2113                          STATION DESCRIPTION
 FE2113
 FE2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2113'8.8 KM (5.45 MI) NORTH FROM CORINTH MS.
 FE2113'8.8 KM (5.45 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2113'CORINTH, MISSISSIPPI TO THE MARK ON THE RIGHT, 11.73 METERS (38.5 FT)
 FE2113'EAST OF THE CENTERLINE OF THE HIGHWAY, 11.55 METERS (37.9 FT) SOUTH OF
 FE2113'THE APPROXIMATE CENTER OF AN ENTRANCE THROUGH A CHAIN LINK FENCE,
 FE2113'7.13 METERS (23.4 FT) NORTH OF THE SOUTHERNMOST GUY WIRE ANCHOR FOR A
 FE2113'POWERLINE POLE, 2.04 METERS (6.7 FT) NORTHEAST OF A POWERLINE POLE
 FE2113'WITH 2 GUY WIRES, 1.31 METERS (4.3 FT) WEST-NORTHWEST OF THE SOUTHWEST
 FE2113'CORNER POST OF A CHAIN LINK FENCE, AND 1.0 METER (3.3 FT) WEST OF THE
 FE2113'WEST SIDE OF A CHAIN LINK FENCE.
 FE2113'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2113
 FE2113                          STATION RECOVERY (2002)
 FE2113
 FE2113'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2113'HWY 45 PER DESCRIPTION IS NOW OLD HWY 45 RENAMED AS HWY 145.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5280 ***********************************************************************
 DG5280  DESIGNATION -  A 297X
 DG5280  PID         -  DG5280
 DG5280  STATE/COUNTY-  TN/MCNAIRY
 DG5280  USGS QUAD   -  GUYS (1983)
 DG5280
 DG5280                         *CURRENT SURVEY CONTROL
 DG5280  ___________________________________________________________________
 DG5280* NAD 83(1995)-  35 00 44.18305(N)    088 31 10.05972(W)     ADJUSTED  
 DG5280* NAVD 88     -       150.58   (meters)     494.0    (feet)  LEVELING  
 DG5280  ___________________________________________________________________
 DG5280  X           -     135,123.071 (meters)                     COMP
 DG5280  Y           -  -5,228,000.502 (meters)                     COMP
 DG5280  Z           -   3,639,052.683 (meters)                     COMP
 DG5280  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DG5280  ELLIP HEIGHT-         122.90  (meters)          (04/05/04) GPS OBS
 DG5280  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DG5280
 DG5280  HORZ ORDER  -  B
 DG5280  VERT ORDER  -  THIRD ?
 DG5280  ELLP ORDER  -  THIRD     CLASS II
 DG5280
 DG5280.The horizontal coordinates were established by GPS observations
 DG5280.and adjusted by the National Geodetic Survey in April 2004..
 DG5280
 DG5280.The orthometric height was determined by differential leveling.
 DG5280.The vertical network tie was performed by a horz. field party for horz.
 DG5280.obs reductions. Reset procedures were used to establish the elevation.
 DG5280
 DG5280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5280
 DG5280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5280
 DG5280.The ellipsoidal height was determined by GPS observations
 DG5280.and is referenced to NAD 83.
 DG5280
 DG5280.The geoid height was determined by GEOID03.
 DG5280
 DG5280;                    North         East     Units Scale Factor Converg.
 DG5280;SPC TN       -    78,289.787   370,051.159   MT  1.00005045   -1 28 30.0
 DG5280;SPC TN       -   256,855.74  1,214,076.18   sFT  1.00005045   -1 28 30.0
 DG5280;UTM  16      - 3,875,458.985   361,361.773   MT  0.99983689   -0 52 19.0
 DG5280
 DG5280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5280!SPC TN       -   0.99998071  x   1.00005045  =   1.00003116
 DG5280!UTM  16      -   0.99998071  x   0.99983689  =   0.99981760
 DG5280
 DG5280                          SUPERSEDED SURVEY CONTROL
 DG5280
 DG5280.No superseded survey control is available for this station.
 DG5280
 DG5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6136275459(NAD 83)
 DG5280_MARKER: F = FLANGE-ENCASED ROD
 DG5280_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5280+WITH SETTING: INFORMATION.
 DG5280_STAMPING: A 297X 2002
 DG5280_MARK LOGO: USACE 
 DG5280_PROJECTION: RECESSED 8 CENTIMETERS
 DG5280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5280+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2002
 DG5280_ROD/PIPE-DEPTH:  2.1 meters
 DG5280
 DG5280  HISTORY     - Date     Condition        Report By
 DG5280  HISTORY     - 20020613 MONUMENTED       EMCINC
 DG5280
 DG5280                          STATION DESCRIPTION
 DG5280
 DG5280'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5280'THE MARK IS LOCATED 8.0 KILOMETERS (5.0 MILES) NORTH OF CORINTH,
 DG5280'MISSISSIPPI.TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 45
 DG5280'AND OLD U.S. 45 APPROXIMATELY FIVE MILES NORTH OF CORINTH, MISSISSIPPI
 DG5280'GO EAST THEN SOUTH ON OLD U.S. 49 FOR 0.15 KILOMETERS (0.1 MILES) TO
 DG5280'THE MARK ON THE RIGHT ON THE WEST HOULDER OF OLD U.S. 45.THE MARK IS
 DG5280'8.8 METERS (28.8 FEET) WEST OF THE CENTER OF OLD U.S. 45, 13.4 METERS
 DG5280'(44.0 FEET) SOUTH OF THE CENTER OF A GRAVEL DRIVE LEADING WEST TO A
 DG5280'CHAIN LINK FENCE GATE, 30.1 METERS (98.7 FEET) SOUTHWEST OF A POWER
 DG5280'POLE ON THE EAST SIDE OF OLD U.S. 45, 22.3 METERS (73.2 FEET) WEST OF
 DG5280'BENCHMARK A 297 AND 1.0 METER (3.3 FEET) EAST OF A CARSONITE WITNESS
 DG5280'POST SET IN A CHAIN LINK FENCE.THE MARK IS A MEMPHIS DISTRICT CORPS OF
 DG5280'ENGINEERS ALUMINUM CAP SET ON AN ALUMINUM ROD, RECESSED 0.1 METERS
 DG5280'(0.3 FEET) BELOW GROUND.
 DG5280' 
 DG5280'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2138 ***********************************************************************
 FE2138  DESIGNATION -  A 298
 FE2138  PID         -  FE2138
 FE2138  STATE/COUNTY-  TN/HARDEMAN
 FE2138  USGS QUAD   -  POCAHONTAS (1950)
 FE2138
 FE2138                         *CURRENT SURVEY CONTROL
 FE2138  ___________________________________________________________________
 FE2138* NAD 83(1986)-  35 02 39.     (N)    088 52 07.     (W)     SCALED    
 FE2138* NAVD 88     -       125.484  (meters)     411.69   (feet)  ADJUSTED  
 FE2138  ___________________________________________________________________
 FE2138  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2138  DYNAMIC HT  -         125.365 (meters)     411.30  (feet)  COMP
 FE2138  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 FE2138
 FE2138  VERT ORDER  -  FIRST     CLASS II
 FE2138
 FE2138.The horizontal coordinates were scaled from a topographic map and have
 FE2138.an estimated accuracy of +/- 6 seconds.
 FE2138
 FE2138.The orthometric height was determined by differential leveling
 FE2138.and adjusted by the National Geodetic Survey in June 1991..
 FE2138
 FE2138.The geoid height was determined by GEOID03.
 FE2138
 FE2138.The dynamic height is computed by dividing the NAVD 88
 FE2138.geopotential number by the normal gravity value computed on the
 FE2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2138.degrees latitude (g = 980.6199 gals.).
 FE2138
 FE2138.The modeled gravity was interpolated from observed gravity values.
 FE2138
 FE2138;                    North         East    Units  Estimated Accuracy
 FE2138;SPC TN       -    82,700.      338,300.      MT  (+/- 180 meters Scaled)
 FE2138
 FE2138                          SUPERSEDED SURVEY CONTROL
 FE2138
 FE2138.No superseded survey control is available for this station.
 FE2138
 FE2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD295795(NAD 83)
 FE2138_MARKER: I = METAL ROD
 FE2138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2138_SP_SET: STAINLESS STEEL ROD
 FE2138_STAMPING: A 298 1983
 FE2138_MARK LOGO: NGS   
 FE2138_PROJECTION: FLUSH
 FE2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2138+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2138_ROD/PIPE-DEPTH: 7.31 meters
 FE2138
 FE2138  HISTORY     - Date     Condition        Report By
 FE2138  HISTORY     - 1983     MONUMENTED       NGS
 FE2138  HISTORY     - 20020919 GOOD             USACE
 FE2138
 FE2138                          STATION DESCRIPTION
 FE2138
 FE2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2138'5.4 KM (3.35 MI) WEST FROM POCAHONTAS.
 FE2138'5.4 KM (3.35 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2138'POCAHONTAS, TO THE MARK ON THE RIGHT, ALSO 2.2 KM (1.4 MI) EAST ALONG
 FE2138'STATE HIGHWAY 57 FROM THE JUNCTION OF STATE HIGHWAY 125 IN MIDDLETON,
 FE2138'19.20 METERS (63.0 FT) WEST OF THE APPROXIMATE CENTER OF A DRIVE
 FE2138'LEADING TO A LARGE ONE LEVEL HOUSE, 15.67 METERS (51.4 FT) NORTH OF
 FE2138'THE CENTERLINE OF THE HIGHWAY, 5.30 METERS (17.4 FT) WEST OF A
 FE2138'POWERLINE POLE, 1.00 METER (3.3 FT) NORTHEAST OF A CORNER FENCE POST,
 FE2138'0.76 METER (2.5 FT) EAST OF A FENCE LINE, AND 0.73 METER (2.4 FT)
 FE2138'NORTH OF A TELEPHONE JUNCTION BOX.
 FE2138'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2138'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2138
 FE2138                          STATION RECOVERY (2002)
 FE2138
 FE2138'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2138'MONUMENT IS AT SW PROPERTY CORNER OF RESIDENCE AT 19035 HWY 57 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2164 ***********************************************************************
 FE2164  DESIGNATION -  A 299
 FE2164  PID         -  FE2164
 FE2164  STATE/COUNTY-  TN/FAYETTE
 FE2164  USGS QUAD   -  MOSCOW SE (1983)
 FE2164
 FE2164                         *CURRENT SURVEY CONTROL
 FE2164  ___________________________________________________________________
 FE2164* NAD 83(1986)-  35 03 08.     (N)    089 20 36.     (W)     SCALED    
 FE2164* NAVD 88     -       126.932  (meters)     416.44   (feet)  ADJUSTED  
 FE2164  ___________________________________________________________________
 FE2164  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2164  DYNAMIC HT  -         126.813 (meters)     416.05  (feet)  COMP
 FE2164  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FE2164
 FE2164  VERT ORDER  -  FIRST     CLASS II
 FE2164
 FE2164.The horizontal coordinates were scaled from a topographic map and have
 FE2164.an estimated accuracy of +/- 6 seconds.
 FE2164
 FE2164.The orthometric height was determined by differential leveling
 FE2164.and adjusted by the National Geodetic Survey in June 1991..
 FE2164
 FE2164.The geoid height was determined by GEOID03.
 FE2164
 FE2164.The dynamic height is computed by dividing the NAVD 88
 FE2164.geopotential number by the normal gravity value computed on the
 FE2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2164.degrees latitude (g = 980.6199 gals.).
 FE2164
 FE2164.The modeled gravity was interpolated from observed gravity values.
 FE2164
 FE2164;                    North         East    Units  Estimated Accuracy
 FE2164;SPC TN       -    84,970.      295,030.      MT  (+/- 180 meters Scaled)
 FE2164
 FE2164                          SUPERSEDED SURVEY CONTROL
 FE2164
 FE2164.No superseded survey control is available for this station.
 FE2164
 FE2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD862813(NAD 83)
 FE2164_MARKER: I = METAL ROD
 FE2164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2164_SP_SET: STAINLESS STEEL ROD
 FE2164_STAMPING: A 299 1983
 FE2164_MARK LOGO: NGS   
 FE2164_PROJECTION: FLUSH
 FE2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2164+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE2164_ROD/PIPE-DEPTH: 11.0 meters
 FE2164
 FE2164  HISTORY     - Date     Condition        Report By
 FE2164  HISTORY     - 1983     MONUMENTED       NGS
 FE2164  HISTORY     - 20020924 GOOD             USACE
 FE2164  HISTORY     - 20060506 GOOD             GEOCAC
 FE2164
 FE2164                          STATION DESCRIPTION
 FE2164
 FE2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2164'4.8 KM (3.0 MI) EAST FROM MOSCOW.
 FE2164'4.8 KM (3.0 MI) EAST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF STATE
 FE2164'HIGHWAY 76 NORTH IN MOSCOW, TO THE MARK ON THE RIGHT, 13.93 METERS
 FE2164'(45.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23.32 METERS
 FE2164'(76.5 FT) WEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY LEADING TO A
 FE2164'LARGE ONE LEVEL HOUSE, 4.18 METERS (13.7 FT) NORTH OF A BOARD FENCE,
 FE2164'AND 0.61 METER (2.0 FT) WEST OF A POWERLINE POLE.
 FE2164'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2164'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2164
 FE2164                          STATION RECOVERY (2002)
 FE2164
 FE2164'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2164'RECOVERED IN GOOD CONDITION.
 FE2164
 FE2164                          STATION RECOVERY (2006)
 FE2164
 FE2164'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2164'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0700 ***********************************************************************
 FD0700  DESIGNATION -  A 30
 FD0700  PID         -  FD0700
 FD0700  STATE/COUNTY-  TN/MAURY
 FD0700  USGS QUAD   -  WILLIAMSPORT (1988)
 FD0700
 FD0700                         *CURRENT SURVEY CONTROL
 FD0700  ___________________________________________________________________
 FD0700* NAD 83(1986)-  35 38 46.     (N)    087 09 40.     (W)     SCALED    
 FD0700* NAVD 88     -       220.734  (meters)     724.19   (feet)  ADJUSTED  
 FD0700  ___________________________________________________________________
 FD0700  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD0700  DYNAMIC HT  -         220.539 (meters)     723.55  (feet)  COMP
 FD0700  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FD0700
 FD0700  VERT ORDER  -  SECOND    CLASS 0
 FD0700
 FD0700.The horizontal coordinates were scaled from a topographic map and have
 FD0700.an estimated accuracy of +/- 6 seconds.
 FD0700
 FD0700.The orthometric height was determined by differential leveling
 FD0700.and adjusted by the National Geodetic Survey in June 1991..
 FD0700
 FD0700.The geoid height was determined by GEOID03.
 FD0700
 FD0700.The dynamic height is computed by dividing the NAVD 88
 FD0700.geopotential number by the normal gravity value computed on the
 FD0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0700.degrees latitude (g = 980.6199 gals.).
 FD0700
 FD0700.The modeled gravity was interpolated from observed gravity values.
 FD0700
 FD0700;                    North         East    Units  Estimated Accuracy
 FD0700;SPC TN       -   146,280.      494,850.      MT  (+/- 180 meters Scaled)
 FD0700
 FD0700                          SUPERSEDED SURVEY CONTROL
 FD0700
 FD0700  NGVD 29 (??/??/92)  220.718  (m)          724.14   (f) ADJ UNCH    2 0
 FD0700
 FD0700.Superseded values are not recommended for survey control.
 FD0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0700.See file dsdata.txt to determine how the superseded data were derived.
 FD0700
 FD0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE854447(NAD 83)
 FD0700_MARKER: DB = BENCH MARK DISK
 FD0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0700_STAMPING: A 30 1934
 FD0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0700+STABILITY: SURFACE MOTION
 FD0700
 FD0700  HISTORY     - Date     Condition        Report By
 FD0700  HISTORY     - 1934     MONUMENTED       CGS
 FD0700  HISTORY     - 1958     GOOD             TVA
 FD0700
 FD0700                          STATION DESCRIPTION
 FD0700
 FD0700'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 FD0700'6.3 MI NW FROM COLUMBIA.
 FD0700'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM COLUMBIA, 100
 FD0700'FEET EAST OF A POND, 30 FEET SOUTH OF THE CENTERLINE OF THE
 FD0700'HIGHWAY, 5 FEET EAST OF TELEPHONE POLE 184, 59.8 FEET EAST
 FD0700'OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT ABUTMENT, 63
 FD0700'FEET WEST OF POLE 121, AND 14 FEET NORTH OF A FENCE.  A STANDARD
 FD0700'DISK, STAMPED A 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2121 ***********************************************************************
 FE2121  DESIGNATION -  A 300
 FE2121  PID         -  FE2121
 FE2121  STATE/COUNTY-  TN/MCNAIRY
 FE2121  USGS QUAD   -  GUYS (1983)
 FE2121
 FE2121                         *CURRENT SURVEY CONTROL
 FE2121  ___________________________________________________________________
 FE2121* NAD 83(1986)-  35 04 21.     (N)    088 36 49.     (W)     SCALED    
 FE2121* NAVD 88     -       139.065  (meters)     456.25   (feet)  ADJUSTED  
 FE2121  ___________________________________________________________________
 FE2121  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE2121  DYNAMIC HT  -         138.934 (meters)     455.82  (feet)  COMP
 FE2121  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 FE2121
 FE2121  VERT ORDER  -  FIRST     CLASS II
 FE2121
 FE2121.The horizontal coordinates were scaled from a topographic map and have
 FE2121.an estimated accuracy of +/- 6 seconds.
 FE2121
 FE2121.The orthometric height was determined by differential leveling
 FE2121.and adjusted by the National Geodetic Survey in June 1991..
 FE2121
 FE2121.The geoid height was determined by GEOID03.
 FE2121
 FE2121.The dynamic height is computed by dividing the NAVD 88
 FE2121.geopotential number by the normal gravity value computed on the
 FE2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2121.degrees latitude (g = 980.6199 gals.).
 FE2121
 FE2121.The modeled gravity was interpolated from observed gravity values.
 FE2121
 FE2121;                    North         East    Units  Estimated Accuracy
 FE2121;SPC TN       -    85,200.      361,640.      MT  (+/- 180 meters Scaled)
 FE2121
 FE2121                          SUPERSEDED SURVEY CONTROL
 FE2121
 FE2121.No superseded survey control is available for this station.
 FE2121
 FE2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD528822(NAD 83)
 FE2121_MARKER: I = METAL ROD
 FE2121_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2121_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2121_STAMPING: A 300 1983
 FE2121_MARK LOGO: NGS   
 FE2121_PROJECTION: RECESSED 3 CENTIMETERS
 FE2121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2121+STABILITY: POSITION/ELEVATION WELL
 FE2121_ROD/PIPE-DEPTH: 8.53 meters
 FE2121_SLEEVE-DEPTH  : 6.07 meters
 FE2121
 FE2121  HISTORY     - Date     Condition        Report By
 FE2121  HISTORY     - 1983     MONUMENTED       NGS
 FE2121  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE2121
 FE2121                          STATION DESCRIPTION
 FE2121
 FE2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2121'0.6 KM (0.4 MI) EAST FROM RAMER.
 FE2121'0.6 KM (0.4 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2121'RAMER, TO THE MARK ON THE LEFT, SET IN THE LAWN AT THE NORTHEAST
 FE2121'CORNER OF THE RAMER BAPTIST CHURCH, 17.86 METERS (58.6 FT) NORTH OF
 FE2121'THE CENTER ON EAST SIDE OF THE BUILDING, 20.33 METERS (66.7 FT)
 FE2121'SOUTHWEST OF POWERLINE POLE NUMBER 101B WITH A TRANSFORMER AND LIGHT,
 FE2121'14.17 METERS (46.5 FT) SOUTHEAST OF THE NORTHEASTERNMOST METAL POLE OF
 FE2121'CARPORT, 5.64 METERS (18.5 FT) WEST OF CENTER OF AN ASPHALT DRIVEWAY,
 FE2121'AND 1.58 METERS (5.2 FT) EAST OF THE NORTHEAST CORNER OF THE BUILDING.
 FE2121'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 FE2121
 FE2121                          STATION RECOVERY (2002)
 FE2121
 FE2121'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2121'NEW ENTRY TO CHURCH HAS BEEN BUILT AT NE CORNER. IF MONUMENT STILL
 FE2121'EXISTS, IT IS UNDER CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1350 ***********************************************************************
 FD1350  DESIGNATION -  A 301
 FD1350  PID         -  FD1350
 FD1350  STATE/COUNTY-  TN/LAWRENCE
 FD1350  USGS QUAD   -  ST JOSEPH (1976)
 FD1350
 FD1350                         *CURRENT SURVEY CONTROL
 FD1350  ___________________________________________________________________
 FD1350* NAD 83(1986)-  35 00 30.     (N)    087 35 20.     (W)     SCALED    
 FD1350* NAVD 88     -       191.315  (meters)     627.67   (feet)  ADJUSTED  
 FD1350  ___________________________________________________________________
 FD1350  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FD1350  DYNAMIC HT  -         191.134 (meters)     627.08  (feet)  COMP
 FD1350  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FD1350
 FD1350  VERT ORDER  -  FIRST     CLASS II
 FD1350
 FD1350.The horizontal coordinates were scaled from a topographic map and have
 FD1350.an estimated accuracy of +/- 6 seconds.
 FD1350
 FD1350.The orthometric height was determined by differential leveling
 FD1350.and adjusted by the National Geodetic Survey in June 1991..
 FD1350
 FD1350.The geoid height was determined by GEOID03.
 FD1350
 FD1350.The dynamic height is computed by dividing the NAVD 88
 FD1350.geopotential number by the normal gravity value computed on the
 FD1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1350.degrees latitude (g = 980.6199 gals.).
 FD1350
 FD1350.The modeled gravity was interpolated from observed gravity values.
 FD1350
 FD1350;                    North         East    Units  Estimated Accuracy
 FD1350;SPC TN       -    76,070.      454,970.      MT  (+/- 180 meters Scaled)
 FD1350
 FD1350                          SUPERSEDED SURVEY CONTROL
 FD1350
 FD1350.No superseded survey control is available for this station.
 FD1350
 FD1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD462741(NAD 83)
 FD1350_MARKER: DB = BENCH MARK DISK
 FD1350_SETTING: 66 = SET IN ROCK OUTCROP
 FD1350_SP_SET: ROCK OUTCROP
 FD1350_STAMPING: A 301 1983
 FD1350_MARK LOGO: NGS   
 FD1350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1350+STABILITY: POSITION/ELEVATION WELL
 FD1350
 FD1350  HISTORY     - Date     Condition        Report By
 FD1350  HISTORY     - 1983     MONUMENTED       NGS
 FD1350
 FD1350                          STATION DESCRIPTION
 FD1350
 FD1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1350'1.9 KM (1.2 MI) SOUTH FROM IRON CITY.
 FD1350'0.1 KM (0.05 MI) WEST ALONG EAST SECOND STREET FROM THE POST OFFICE IN
 FD1350'IRON CITY TO THE JUNCTION OF SOUTH POPLAR AVENUE, THENCE 1.8 KM
 FD1350'(1.15 MI) SOUTH ALONG SOUTH POPLAR AVENUE TO THE MARK ON THE RIGHT AND
 FD1350'ACROSS THE LOUISVILLE AND NASHVILLE RAILROAD TRACKS, (NOTE, AFTER
 FD1350'PASSING THE IRON CITY SCHOOL ON THE RIGHT, THIS ROAD IS UNPAVED),
 FD1350'9.48 METERS (31.1 FT) NORTH-NORTHWEST OF THE NORTH RAIL OF THE TRACK,
 FD1350'24.54 METERS (80.5 FT) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 FD1350'SOUTH POPLAR AVENUE (DIRT ROAD), 3.81 METERS (12.5 FT) WEST OF A 4
 FD1350'INCH DIAMETER CEDAR TREE, AND 3.90 METERS (12.8 FT) NORTHEAST OF A TVA
 FD1350'METAL WITNESS POST.
 FD1350'THE MARK IS 0.36 METERS  NE FROM A WITNESS POST.
 FD1350'THE MARK IS 0.61 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1382 ***********************************************************************
 FD1382  DESIGNATION -  A 302
 FD1382  PID         -  FD1382
 FD1382  STATE/COUNTY-  TN/MAURY
 FD1382  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1382
 FD1382                         *CURRENT SURVEY CONTROL
 FD1382  ___________________________________________________________________
 FD1382* NAD 83(1986)-  35 33 50.     (N)    087 09 49.     (W)     SCALED    
 FD1382* NAVD 88     -       203.614  (meters)     668.02   (feet)  ADJUSTED  
 FD1382  ___________________________________________________________________
 FD1382  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1382  DYNAMIC HT  -         203.431 (meters)     667.42  (feet)  COMP
 FD1382  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 FD1382
 FD1382  VERT ORDER  -  FIRST     CLASS II
 FD1382
 FD1382.The horizontal coordinates were scaled from a topographic map and have
 FD1382.an estimated accuracy of +/- 6 seconds.
 FD1382
 FD1382.The orthometric height was determined by differential leveling
 FD1382.and adjusted by the National Geodetic Survey in June 1991..
 FD1382
 FD1382.The geoid height was determined by GEOID03.
 FD1382
 FD1382.The dynamic height is computed by dividing the NAVD 88
 FD1382.geopotential number by the normal gravity value computed on the
 FD1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1382.degrees latitude (g = 980.6199 gals.).
 FD1382
 FD1382.The modeled gravity was interpolated from observed gravity values.
 FD1382
 FD1382;                    North         East    Units  Estimated Accuracy
 FD1382;SPC TN       -   137,160.      494,520.      MT  (+/- 180 meters Scaled)
 FD1382
 FD1382                          SUPERSEDED SURVEY CONTROL
 FD1382
 FD1382.No superseded survey control is available for this station.
 FD1382
 FD1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE851355(NAD 83)
 FD1382_MARKER: I = METAL ROD
 FD1382_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1382+WITH SETTING: INFORMATION.
 FD1382_SP_SET: SHALLOW SET METAL ROD
 FD1382_STAMPING: A 302 1984
 FD1382_MARK LOGO: NGS   
 FD1382_PROJECTION: FLUSH
 FD1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1382+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD1382_ROD/PIPE-DEPTH: 2.44 meters
 FD1382
 FD1382  HISTORY     - Date     Condition        Report By
 FD1382  HISTORY     - 1984     MONUMENTED       NGS
 FD1382  HISTORY     - 20020514 GOOD             TNDT
 FD1382
 FD1382                          STATION DESCRIPTION
 FD1382
 FD1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1382'5.2 KM (3.25 MI) NORTH FROM MOUNT PLEASANT.
 FD1382'5.2 KM (3.25 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1382'MOUNT PLEASANT TO THE MARK ON THE RIGHT, 10.97 METERS (36.0 FT)
 FD1382'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.04 METERS (19.8 FT) EAST
 FD1382'OF A POWERLINE POLE, 3.93 METERS (12.9 FT) SOUTHWEST OF A DOUBLE
 FD1382'TRUNKED TREE, AND 0.37 METERS (1.2 FT) NORTHWEST OF A WHITE BOARD
 FD1382'FENCE.
 FD1382'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 FD1382'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD1382
 FD1382                          STATION RECOVERY (2002)
 FD1382
 FD1382'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1359 ***********************************************************************
 FD1359  DESIGNATION -  A 303
 FD1359  PID         -  FD1359
 FD1359  STATE/COUNTY-  TN/LAWRENCE
 FD1359  USGS QUAD   -  LORETTO (1976)
 FD1359
 FD1359                         *CURRENT SURVEY CONTROL
 FD1359  ___________________________________________________________________
 FD1359* NAD 83(1986)-  35 05 49.     (N)    087 25 08.     (W)     SCALED    
 FD1359* NAVD 88     -       261.833  (meters)     859.03   (feet)  ADJUSTED  
 FD1359  ___________________________________________________________________
 FD1359  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD1359  DYNAMIC HT  -         261.583 (meters)     858.21  (feet)  COMP
 FD1359  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FD1359
 FD1359  VERT ORDER  -  FIRST     CLASS II
 FD1359
 FD1359.The horizontal coordinates were scaled from a topographic map and have
 FD1359.an estimated accuracy of +/- 6 seconds.
 FD1359
 FD1359.The orthometric height was determined by differential leveling
 FD1359.and adjusted by the National Geodetic Survey in June 1991..
 FD1359
 FD1359.The geoid height was determined by GEOID03.
 FD1359
 FD1359.The dynamic height is computed by dividing the NAVD 88
 FD1359.geopotential number by the normal gravity value computed on the
 FD1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1359.degrees latitude (g = 980.6199 gals.).
 FD1359
 FD1359.The modeled gravity was interpolated from observed gravity values.
 FD1359
 FD1359;                    North         East    Units  Estimated Accuracy
 FD1359;SPC TN       -    85,660.      470,630.      MT  (+/- 180 meters Scaled)
 FD1359
 FD1359                          SUPERSEDED SURVEY CONTROL
 FD1359
 FD1359.No superseded survey control is available for this station.
 FD1359
 FD1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD618838(NAD 83)
 FD1359_MARKER: I = METAL ROD
 FD1359_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1359_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1359_STAMPING: A 303 1984
 FD1359_MARK LOGO: NGS   
 FD1359_PROJECTION: RECESSED 4 CENTIMETERS
 FD1359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1359+STABILITY: POSITION/ELEVATION WELL
 FD1359_ROD/PIPE-DEPTH: 9.44 meters
 FD1359_SLEEVE-DEPTH  : 6.09 meters
 FD1359
 FD1359  HISTORY     - Date     Condition        Report By
 FD1359  HISTORY     - 1984     MONUMENTED       NGS
 FD1359  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 FD1359
 FD1359                          STATION DESCRIPTION
 FD1359
 FD1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1359'2.6 KM (1.6 MI) NORTH FROM LORETTO.
 FD1359'2.6 KM (1.6 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1359'LORETTO TO THE MARK SET IN THE LAWN AND BY THE BANK SIGN AT THE
 FD1359'COMMERCE UNION BANK, 16.46 METERS (54.0 FT) SOUTHWEST OF THE
 FD1359'CENTERLINE OF THE HIGHWAY, 23.25 METERS (76.3 FT) WEST-SOUTHWEST OF
 FD1359'THE SOUTHWEST CORNER OF THE BANK BUILDING, 0.91 METERS (3.0 FT)
 FD1359'NORTH-NORTHEAST OF THE NORTHEAST CURB OF THE SOUTHWEST DRIVEWAY,
 FD1359'5.79 METERS (19.0 FT) SOUTHWEST OF THE CENTER OF A METAL WATER METER
 FD1359'COVER, AND 1.22 METERS (4.0 FT) SOUTHWEST OF THE EAST LEG OF THE SIGN.
 FD1359
 FD1359                          STATION RECOVERY (2002)
 FD1359
 FD1359'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1359'EXTENSIVE GRADEWORK IN IMMEDIATE AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1972 ***********************************************************************
 GC1972  DESIGNATION -  A 304
 GC1972  PID         -  GC1972
 GC1972  STATE/COUNTY-  TN/DAVIDSON
 GC1972  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1972
 GC1972                         *CURRENT SURVEY CONTROL
 GC1972  ___________________________________________________________________
 GC1972* NAD 83(1986)-  36 11 35.     (N)    086 49 54.     (W)     SCALED    
 GC1972* NAVD 88     -       144.643  (meters)     474.55   (feet)  ADJUSTED  
 GC1972  ___________________________________________________________________
 GC1972  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC1972  DYNAMIC HT  -         144.518 (meters)     474.14  (feet)  COMP
 GC1972  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 GC1972
 GC1972  VERT ORDER  -  FIRST     CLASS II
 GC1972
 GC1972.The horizontal coordinates were scaled from a topographic map and have
 GC1972.an estimated accuracy of +/- 6 seconds.
 GC1972
 GC1972.The orthometric height was determined by differential leveling
 GC1972.and adjusted by the National Geodetic Survey in June 1991..
 GC1972
 GC1972.The geoid height was determined by GEOID03.
 GC1972
 GC1972.The dynamic height is computed by dividing the NAVD 88
 GC1972.geopotential number by the normal gravity value computed on the
 GC1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1972.degrees latitude (g = 980.6199 gals.).
 GC1972
 GC1972.The modeled gravity was interpolated from observed gravity values.
 GC1972
 GC1972;                    North         East    Units  Estimated Accuracy
 GC1972;SPC TN       -   206,650.      525,200.      MT  (+/- 180 meters Scaled)
 GC1972
 GC1972                          SUPERSEDED SURVEY CONTROL
 GC1972
 GC1972.No superseded survey control is available for this station.
 GC1972
 GC1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF151053(NAD 83)
 GC1972_MARKER: DB = BENCH MARK DISK
 GC1972_SETTING: 66 = SET IN ROCK OUTCROP
 GC1972_SP_SET: ROCK OUTCROP
 GC1972_STAMPING: A 304 1984
 GC1972_MARK LOGO: NGS   
 GC1972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1972+STABILITY: POSITION/ELEVATION WELL
 GC1972
 GC1972  HISTORY     - Date     Condition        Report By
 GC1972  HISTORY     - 1984     MONUMENTED       NGS
 GC1972
 GC1972                          STATION DESCRIPTION
 GC1972
 GC1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1972'0.4 KM (0.25 MI) NW FROM NASHVILLE.
 GC1972'0.3 KM (0.2 MI) NORTHWEST ALONG ALTERNATE HIGHWAY 41 FROM THE
 GC1972'NORTHWEST END OF THE BRIDGE OVER THE CUMBERLAND RIVER IN NASHVILLE,
 GC1972'THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG SOUTH HAMILTON ROAD TO THE
 GC1972'MARK ON THE LEFT, A DISK SET IN ROCK OUTCROP, 15.12 METERS (49.6 FT)
 GC1972'SOUTHEAST OF THE CENTERLINE OF THE SOUTH HAMILTON ROAD, 48.74 METERS
 GC1972'(159.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE LEVEL BUILDING,
 GC1972'29.99 METERS (98.4 FT) NORTHEAST OF THE CENTERLINE OF RIVER DRIVE,
 GC1972'19.00 METERS (62.3 FT) WEST OF THE SOUTHWEST CORNER OF A SMALL ROCK
 GC1972'BUILDING.
 GC1972'THE MARK IS 0.61 M BELOW SOUTH HAMILTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1996 ***********************************************************************
 GC1996  DESIGNATION -  A 305
 GC1996  PID         -  GC1996
 GC1996  STATE/COUNTY-  TN/CHEATHAM
 GC1996  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1996
 GC1996                         *CURRENT SURVEY CONTROL
 GC1996  ___________________________________________________________________
 GC1996* NAD 83(1986)-  36 22 26.     (N)    087 10 52.     (W)     SCALED    
 GC1996* NAVD 88     -       172.106  (meters)     564.65   (feet)  ADJUSTED  
 GC1996  ___________________________________________________________________
 GC1996  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1996  DYNAMIC HT  -         171.963 (meters)     564.18  (feet)  COMP
 GC1996  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 GC1996
 GC1996  VERT ORDER  -  FIRST     CLASS II
 GC1996
 GC1996.The horizontal coordinates were scaled from a topographic map and have
 GC1996.an estimated accuracy of +/- 6 seconds.
 GC1996
 GC1996.The orthometric height was determined by differential leveling
 GC1996.and adjusted by the National Geodetic Survey in June 1991..
 GC1996
 GC1996.The geoid height was determined by GEOID03.
 GC1996
 GC1996.The dynamic height is computed by dividing the NAVD 88
 GC1996.geopotential number by the normal gravity value computed on the
 GC1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1996.degrees latitude (g = 980.6199 gals.).
 GC1996
 GC1996.The modeled gravity was interpolated from observed gravity values.
 GC1996
 GC1996;                    North         East    Units  Estimated Accuracy
 GC1996;SPC TN       -   227,040.      494,020.      MT  (+/- 180 meters Scaled)
 GC1996
 GC1996                          SUPERSEDED SURVEY CONTROL
 GC1996
 GC1996.No superseded survey control is available for this station.
 GC1996
 GC1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF837254(NAD 83)
 GC1996_MARKER: I = METAL ROD
 GC1996_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1996_SP_SET: STAINLESS STEEL ROD
 GC1996_STAMPING: A 305 1984
 GC1996_MARK LOGO: NGS   
 GC1996_PROJECTION: FLUSH
 GC1996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1996_ROD/PIPE-DEPTH: 5.79 meters
 GC1996
 GC1996  HISTORY     - Date     Condition        Report By
 GC1996  HISTORY     - 1984     MONUMENTED       NGS
 GC1996
 GC1996                          STATION DESCRIPTION
 GC1996
 GC1996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1996'5.7 KM (3.55 MI) NW FROM CHEAP HILL.
 GC1996'5.7 KM (3.55 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1996'IN CHEAP HILL TO A FARM ACCESS ROAD AND THE MARK ON THE RIGHT,
 GC1996'11.92 METERS (39.1 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 GC1996'HIGHWAY, 38.16 METERS (125.2 FT) SOUTH-SOUTHEAST OF A CONCRETE BOX
 GC1996'CULVERT UNDER THE HIGHWAY, 7.38 METERS (24.2 FT) NORTH-NORTHWEST OF
 GC1996'THE APPROXIMATE CENTER OF A FARM ACCESS ROAD, 4.72 METERS (15.5 FT)
 GC1996'NORTH-NORTHWEST OF THE CORNER FENCE POST OF A BARBWIRE FENCE, AND
 GC1996'0.30 METERS (1.0 FT) WEST-SOUTHWEST OF THE FENCE.
 GC1996'THE MARK IS 0.61 METERS  SSE FROM A WITNESS POST.
 GC1996'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2283 ***********************************************************************
 FF2283  DESIGNATION -  A 307
 FF2283  PID         -  FF2283
 FF2283  STATE/COUNTY-  TN/SHELBY
 FF2283  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2283
 FF2283                         *CURRENT SURVEY CONTROL
 FF2283  ___________________________________________________________________
 FF2283* NAD 83(1986)-  35 03 04.     (N)    090 03 37.     (W)     SCALED    
 FF2283* NAVD 88     -        89.365  (meters)     293.19   (feet)  ADJUSTED  
 FF2283  ___________________________________________________________________
 FF2283  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2283  DYNAMIC HT  -          89.282 (meters)     292.92  (feet)  COMP
 FF2283  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 FF2283
 FF2283  VERT ORDER  -  FIRST     CLASS II
 FF2283
 FF2283.The horizontal coordinates were scaled from a topographic map and have
 FF2283.an estimated accuracy of +/- 6 seconds.
 FF2283
 FF2283.The orthometric height was determined by differential leveling
 FF2283.and adjusted by the National Geodetic Survey in July 1994..
 FF2283
 FF2283.The geoid height was determined by GEOID03.
 FF2283
 FF2283.The dynamic height is computed by dividing the NAVD 88
 FF2283.geopotential number by the normal gravity value computed on the
 FF2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2283.degrees latitude (g = 980.6199 gals.).
 FF2283
 FF2283.The modeled gravity was interpolated from observed gravity values.
 FF2283
 FF2283;                    North         East    Units  Estimated Accuracy
 FF2283;SPC TN       -    87,320.      229,670.      MT  (+/- 180 meters Scaled)
 FF2283
 FF2283                          SUPERSEDED SURVEY CONTROL
 FF2283
 FF2283.No superseded survey control is available for this station.
 FF2283
 FF2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU681826(NAD 83)
 FF2283_MARKER: DV = VERTICAL CONTROL DISK
 FF2283_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FF2283_SP_SET: BUILDING
 FF2283_STAMPING: A 307 1991
 FF2283_MARK LOGO: NGS   
 FF2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF2283+STABILITY: POSITION/ELEVATION WELL
 FF2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2283+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF2283
 FF2283  HISTORY     - Date     Condition        Report By
 FF2283  HISTORY     - 1991     MONUMENTED       NGS
 FF2283  HISTORY     - 19940812 GOOD             TN1620
 FF2283  HISTORY     - 20021028 GOOD             USACE
 FF2283
 FF2283                          STATION DESCRIPTION
 FF2283
 FF2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FF2283'IN MEMPHIS, SET VERTICALLY IN THE NORTH FACE OF THE RIVERSIDE BAPTIST
 FF2283'CHURCH AT 3560 SOUTH 3RD STREET (U.S. HIGHWAY 61), 40.8 M (133.9 FT)
 FF2283'EAST OF THE CENTERLINE OF THE STREET, 0.7 M (2.3 FT) ABOVE THE GROUND
 FF2283'SURFACE, AND 0.6 M (2.0 FT) EAST OF THE NORTHWEST CORNER OF THE
 FF2283'BUILDING.
 FF2283
 FF2283                          STATION RECOVERY (1994)
 FF2283
 FF2283'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF2283'RECOVERED IN GOOD CONDITION.
 FF2283
 FF2283                          STATION RECOVERY (2002)
 FF2283
 FF2283'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5900 ***********************************************************************
 AA5900  DESIGNATION -  A 308
 AA5900  PID         -  AA5900
 AA5900  STATE/COUNTY-  TN/SHELBY
 AA5900  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AA5900
 AA5900                         *CURRENT SURVEY CONTROL
 AA5900  ___________________________________________________________________
 AA5900* NAD 83(1986)-  35 05 48.     (N)    089 59 14.     (W)     SCALED    
 AA5900* NAVD 88     -        88.977  (meters)     291.92   (feet)  ADJUSTED  
 AA5900  ___________________________________________________________________
 AA5900  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA5900  DYNAMIC HT  -          88.895 (meters)     291.65  (feet)  COMP
 AA5900  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 AA5900
 AA5900  VERT ORDER  -  FIRST     CLASS II
 AA5900
 AA5900.The horizontal coordinates were scaled from a topographic map and have
 AA5900.an estimated accuracy of +/- 6 seconds.
 AA5900
 AA5900.The orthometric height was determined by differential leveling
 AA5900.and adjusted by the National Geodetic Survey in April 2001..
 AA5900
 AA5900.The geoid height was determined by GEOID03.
 AA5900
 AA5900.The dynamic height is computed by dividing the NAVD 88
 AA5900.geopotential number by the normal gravity value computed on the
 AA5900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5900.degrees latitude (g = 980.6199 gals.).
 AA5900
 AA5900.The modeled gravity was interpolated from observed gravity values.
 AA5900
 AA5900;                    North         East    Units  Estimated Accuracy
 AA5900;SPC TN       -    92,100.      236,530.      MT  (+/- 180 meters Scaled)
 AA5900
 AA5900                          SUPERSEDED SURVEY CONTROL
 AA5900
 AA5900.No superseded survey control is available for this station.
 AA5900
 AA5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD276878(NAD 83)
 AA5900_MARKER: DD = SURVEY DISK
 AA5900_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA5900_SP_SET: BRIDGE COLUMN
 AA5900_STAMPING: A 308 1995
 AA5900_MARK LOGO: NOS   
 AA5900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5900+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AA5900
 AA5900  HISTORY     - Date     Condition        Report By
 AA5900  HISTORY     - 1995     MONUMENTED       NGS
 AA5900  HISTORY     - 19960610 GOOD             TN1620
 AA5900  HISTORY     - 20021016 GOOD             USACE
 AA5900
 AA5900                          STATION DESCRIPTION
 AA5900
 AA5900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA5900'THE STATION IS LOCATED IN THE BRIDGE COLUMN FOUNDATION OF THE AIRWAYS
 AA5900'BLVD OVERPASS OF THE ST.  LOUIS-SAN FRANCISCO RAILROAD LINE.  ( YALE
 AA5900'YARDS).  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 240
 AA5900'AND AIRWAYS BLVD, GO NORTH ON AIRWAYS BLVD FOR 1.4 MI (2.3 KM) TO THE
 AA5900'RAILROAD OVERPASS AND THE STATION ON THE LEFT IN THE FOUNDATION OF THE
 AA5900'NORTH BRIDGE SUPPORT COLUMN NEAREST THE RAILROAD TRACKS.  THE STATION
 AA5900'IS SET IN THE WEST END OF THE FOUNDATION, 33 FT (10.1 M) SOUTH OF THE
 AA5900'CENTERLINE OF PERSON ROAD, 8 FT (2.4 M) NORTH OF THE NORTHERN MOST
 AA5900'RAIL AND 1.6 FT (0.5 M) EAST OF THE FOUNDATIONS WEST END.
 AA5900
 AA5900                          STATION RECOVERY (1996)
 AA5900
 AA5900'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (KG)
 AA5900'RECOVERED IN GOOD CONDITION.
 AA5900
 AA5900                          STATION RECOVERY (2002)
 AA5900
 AA5900'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 AA5900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1075 ***********************************************************************
 FD1075  DESIGNATION -  A 31
 FD1075  PID         -  FD1075
 FD1075  STATE/COUNTY-  TN/PERRY
 FD1075  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1075
 FD1075                         *CURRENT SURVEY CONTROL
 FD1075  ___________________________________________________________________
 FD1075* NAD 83(1986)-  35 38 59.     (N)    087 49 26.     (W)     SCALED    
 FD1075* NAVD 88     -       145.154  (meters)     476.23   (feet)  ADJUSTED  
 FD1075  ___________________________________________________________________
 FD1075  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1075  DYNAMIC HT  -         145.023 (meters)     475.80  (feet)  COMP
 FD1075  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 FD1075
 FD1075  VERT ORDER  -  SECOND    CLASS 0
 FD1075
 FD1075.The horizontal coordinates were scaled from a topographic map and have
 FD1075.an estimated accuracy of +/- 6 seconds.
 FD1075
 FD1075.The orthometric height was determined by differential leveling
 FD1075.and adjusted by the National Geodetic Survey in June 1991..
 FD1075
 FD1075.The geoid height was determined by GEOID03.
 FD1075
 FD1075.The dynamic height is computed by dividing the NAVD 88
 FD1075.geopotential number by the normal gravity value computed on the
 FD1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1075.degrees latitude (g = 980.6199 gals.).
 FD1075
 FD1075.The modeled gravity was interpolated from observed gravity values.
 FD1075
 FD1075;                    North         East    Units  Estimated Accuracy
 FD1075;SPC TN       -   147,590.      434,850.      MT  (+/- 180 meters Scaled)
 FD1075
 FD1075                          SUPERSEDED SURVEY CONTROL
 FD1075
 FD1075  NGVD 29 (??/??/92)  145.152  (m)          476.22   (f) ADJ UNCH    2 0
 FD1075
 FD1075.Superseded values are not recommended for survey control.
 FD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1075.See file dsdata.txt to determine how the superseded data were derived.
 FD1075
 FD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE254454(NAD 83)
 FD1075_MARKER: DB = BENCH MARK DISK
 FD1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1075_STAMPING: A 31 1934
 FD1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1075+STABILITY: SURFACE MOTION
 FD1075
 FD1075  HISTORY     - Date     Condition        Report By
 FD1075  HISTORY     - 1934     MONUMENTED       CGS
 FD1075  HISTORY     - 1949     MARK NOT FOUND   NGS
 FD1075
 FD1075                          STATION DESCRIPTION
 FD1075
 FD1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1075'2.2 MI N FROM LINDEN.
 FD1075'THE OLD WOODEN BRIDGE WAS FOUND.  THE OLD HIGHWAY CURVED FROM
 FD1075'THE BRIDGE AND THE NEW HIGHWAY FILL IS APPROXIMATELY OVER THE
 FD1075'OLD HIGHWAY AT THIS POINT.  APPARENTLY THE MARK HAS BEEN COVERED
 FD1075'OR WAS GRADED OUT DURING CONSTRUCTION OF THE NEW HIGHWAY.
 FD1075'2.2 MILES NORTH ALONG STATE HIGHWAY 13 FROM LINDEN, PERRY
 FD1075'COUNTY, ON THE OLD HIGHWAY, 90 YARDS NORTH OF A SMALL WOODEN
 FD1075'BRIDGE, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 FD1075'SOUTH OF A GATE, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 FD1075'STAMPED A 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1479 ***********************************************************************
 FC1479  DESIGNATION -  A 32
 FC1479  PID         -  FC1479
 FC1479  STATE/COUNTY-  TN/WARREN
 FC1479  USGS QUAD   -  CENTERTOWN (1984)
 FC1479
 FC1479                         *CURRENT SURVEY CONTROL
 FC1479  ___________________________________________________________________
 FC1479* NAD 83(1986)-  35 43 53.     (N)    085 55 59.     (W)     SCALED    
 FC1479* NAVD 88     -       337.073  (meters)    1105.88   (feet)  ADJUSTED  
 FC1479  ___________________________________________________________________
 FC1479  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 FC1479  DYNAMIC HT  -         336.758 (meters)    1104.85  (feet)  COMP
 FC1479  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 FC1479
 FC1479  VERT ORDER  -  SECOND    CLASS 0
 FC1479
 FC1479.The horizontal coordinates were scaled from a topographic map and have
 FC1479.an estimated accuracy of +/- 6 seconds.
 FC1479
 FC1479.The orthometric height was determined by differential leveling
 FC1479.and adjusted by the National Geodetic Survey in June 1991..
 FC1479
 FC1479.The geoid height was determined by GEOID03.
 FC1479
 FC1479.The dynamic height is computed by dividing the NAVD 88
 FC1479.geopotential number by the normal gravity value computed on the
 FC1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1479.degrees latitude (g = 980.6199 gals.).
 FC1479
 FC1479.The modeled gravity was interpolated from observed gravity values.
 FC1479
 FC1479;                    North         East    Units  Estimated Accuracy
 FC1479;SPC TN       -   155,120.      606,060.      MT  (+/- 180 meters Scaled)
 FC1479
 FC1479                          SUPERSEDED SURVEY CONTROL
 FC1479
 FC1479.No superseded survey control is available for this station.
 FC1479
 FC1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE964546(NAD 83)
 FC1479_MARKER: DB = BENCH MARK DISK
 FC1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1479_STAMPING: A 32 1934
 FC1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1479+STABILITY: SURFACE MOTION
 FC1479
 FC1479  HISTORY     - Date     Condition        Report By
 FC1479  HISTORY     - 1934     MONUMENTED       CGS
 FC1479  HISTORY     - 1951     MARK NOT FOUND   NGS
 FC1479  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1479
 FC1479                          STATION DESCRIPTION
 FC1479
 FC1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC1479'0.7 MI W FROM CENTERTOWN.
 FC1479'0.7 MILE WEST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL STORE AT
 FC1479'CENTERTOWN, WARREN COUNTY, 300 FEET SOUTH OF A GROUP OF TOURIST
 FC1479'CABINS, 80 FEET WEST OF HOOVER INN, AND 30 FEET NORTH OF THE
 FC1479'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 32 1934
 FC1479'AND SET IN THE TOP OF A CONCRETE POST.
 FC1479
 FC1479                          STATION RECOVERY (2002)
 FC1479
 FC1479'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0234 ***********************************************************************
 FD0234  DESIGNATION -  A 33
 FD0234  PID         -  FD0234
 FD0234  STATE/COUNTY-  TN/BEDFORD
 FD0234  USGS QUAD   -  SHELBYVILLE (1981)
 FD0234
 FD0234                         *CURRENT SURVEY CONTROL
 FD0234  ___________________________________________________________________
 FD0234* NAD 83(1986)-  35 29 32.     (N)    086 25 19.     (W)     SCALED    
 FD0234* NAVD 88     -       243.589  (meters)     799.17   (feet)  ADJUSTED  
 FD0234  ___________________________________________________________________
 FD0234  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0234  DYNAMIC HT  -         243.368 (meters)     798.45  (feet)  COMP
 FD0234  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 FD0234
 FD0234  VERT ORDER  -  SECOND    CLASS 0
 FD0234
 FD0234.The horizontal coordinates were scaled from a topographic map and have
 FD0234.an estimated accuracy of +/- 6 seconds.
 FD0234
 FD0234.The orthometric height was determined by differential leveling
 FD0234.and adjusted by the National Geodetic Survey in June 1991..
 FD0234
 FD0234.The geoid height was determined by GEOID03.
 FD0234
 FD0234.The dynamic height is computed by dividing the NAVD 88
 FD0234.geopotential number by the normal gravity value computed on the
 FD0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0234.degrees latitude (g = 980.6199 gals.).
 FD0234
 FD0234.The modeled gravity was interpolated from observed gravity values.
 FD0234
 FD0234;                    North         East    Units  Estimated Accuracy
 FD0234;SPC TN       -   128,660.      561,720.      MT  (+/- 180 meters Scaled)
 FD0234
 FD0234                          SUPERSEDED SURVEY CONTROL
 FD0234
 FD0234  NGVD 29 (??/??/92)  243.587  (m)          799.17   (f) ADJ UNCH    2 0
 FD0234
 FD0234.Superseded values are not recommended for survey control.
 FD0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0234.See file dsdata.txt to determine how the superseded data were derived.
 FD0234
 FD0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE524277(NAD 83)
 FD0234_MARKER: DB = BENCH MARK DISK
 FD0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0234_STAMPING: A 33 1934
 FD0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0234+STABILITY: SURFACE MOTION
 FD0234
 FD0234  HISTORY     - Date     Condition        Report By
 FD0234  HISTORY     - 1934     MONUMENTED       CGS
 FD0234  HISTORY     - 1935     GOOD             NGS
 FD0234  HISTORY     - 20010731 MARK NOT FOUND   TNDT
 FD0234
 FD0234                          STATION DESCRIPTION
 FD0234
 FD0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0234'2 MI NE FROM SHELBYVILLE.
 FD0234'2.0 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0234'LOUIS RAILWAY FROM SHELBYVILLE, BEDFORD COUNTY, 17 RAILS EAST
 FD0234'OF MILEPOST 6, 225 FEET SOUTH OF A HOUSE (WHITE IN 1934) AND
 FD0234'22.6 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 FD0234'A 33 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 30 FEET
 FD0234'WEST OF POWER LINE POLE, 10 FEET SOUTHEAST OF A GUY WIRE, 90 FEET
 FD0234'NORTHWEST OF CENTERLINE OF ROAD CROSSING OF TRACK.
 FD0234
 FD0234                          STATION RECOVERY (2001)
 FD0234
 FD0234'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0206 ***********************************************************************
 FE0206  DESIGNATION -  A 35
 FE0206  PID         -  FE0206
 FE0206  STATE/COUNTY-  TN/HARDIN
 FE0206  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0206
 FE0206                         *CURRENT SURVEY CONTROL
 FE0206  ___________________________________________________________________
 FE0206* NAD 83(1986)-  35 17 23.     (N)    088 18 01.     (W)     SCALED    
 FE0206* NAVD 88     -       155.217  (meters)     509.24   (feet)  ADJUSTED  
 FE0206  ___________________________________________________________________
 FE0206  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0206  DYNAMIC HT  -         155.076 (meters)     508.78  (feet)  COMP
 FE0206  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FE0206
 FE0206  VERT ORDER  -  SECOND    CLASS 0
 FE0206
 FE0206.The horizontal coordinates were scaled from a topographic map and have
 FE0206.an estimated accuracy of +/- 6 seconds.
 FE0206
 FE0206.The orthometric height was determined by differential leveling
 FE0206.and adjusted by the National Geodetic Survey in June 1991..
 FE0206
 FE0206.The geoid height was determined by GEOID03.
 FE0206
 FE0206.The dynamic height is computed by dividing the NAVD 88
 FE0206.geopotential number by the normal gravity value computed on the
 FE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0206.degrees latitude (g = 980.6199 gals.).
 FE0206
 FE0206.The modeled gravity was interpolated from observed gravity values.
 FE0206
 FE0206;                    North         East    Units  Estimated Accuracy
 FE0206;SPC TN       -   108,570.      390,780.      MT  (+/- 180 meters Scaled)
 FE0206
 FE0206                          SUPERSEDED SURVEY CONTROL
 FE0206
 FE0206  NGVD 29 (??/??/??)  155.230  (m)          509.28   (f) ADJUSTED    2 0
 FE0206
 FE0206.Superseded values are not recommended for survey control.
 FE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0206.See file dsdata.txt to determine how the superseded data were derived.
 FE0206
 FE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE817059(NAD 83)
 FE0206_MARKER: DB = BENCH MARK DISK
 FE0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0206_STAMPING: 509.290 A 35 1934
 FE0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0206+STABILITY: SURFACE MOTION
 FE0206
 FE0206  HISTORY     - Date     Condition        Report By
 FE0206  HISTORY     - 1934     MONUMENTED       CGS
 FE0206  HISTORY     - 1949     GOOD             CGS
 FE0206  HISTORY     - 1973     GOOD             TVA
 FE0206
 FE0206                          STATION DESCRIPTION
 FE0206
 FE0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0206'1.8 MI SE FROM RIGHT.
 FE0206'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM RIGHT, HARDIN
 FE0206'COUNTY, ON THE FARM OWNED IN 1934 BY J.V. HUGHES, 180 FEET NORTH
 FE0206'OF A LARGE BARN, ON THE SOUTH BREAK OF A HILL, 20 FEET WEST OF
 FE0206'THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A FENCE, AND 2
 FE0206'FEET WEST OF A STEEL POST.  A STANDARD DISK, STAMPED 509.290 A
 FE0206'35 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARKER
 FE0206'IS SET 32 DEG S60W OF CENTERLINE OF ROAD.  S50E 11.3 TO 12 IN
 FE0206'PINE, N50W 7.8 TO 20 IN POST OAK IN FENCELINE, N30E 59.0 TO 14 IN
 FE0206'RED OAK.
 FE0206
 FE0206                          STATION RECOVERY (1973)
 FE0206
 FE0206'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0322 ***********************************************************************
 FE0322  DESIGNATION -  A 36
 FE0322  PID         -  FE0322
 FE0322  STATE/COUNTY-  TN/HARDIN
 FE0322  USGS QUAD   -  SAVANNAH (1991)
 FE0322
 FE0322                         *CURRENT SURVEY CONTROL
 FE0322  ___________________________________________________________________
 FE0322* NAD 83(1986)-  35 14 53.     (N)    088 08 43.     (W)     SCALED    
 FE0322* NAVD 88     -       136.884  (meters)     449.09   (feet)  ADJUSTED  
 FE0322  ___________________________________________________________________
 FE0322  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0322  DYNAMIC HT  -         136.759 (meters)     448.68  (feet)  COMP
 FE0322  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 FE0322
 FE0322  VERT ORDER  -  SECOND    CLASS 0
 FE0322
 FE0322.The horizontal coordinates were scaled from a topographic map and have
 FE0322.an estimated accuracy of +/- 6 seconds.
 FE0322
 FE0322.The orthometric height was determined by differential leveling
 FE0322.and adjusted by the National Geodetic Survey in June 1991..
 FE0322
 FE0322.The geoid height was determined by GEOID03.
 FE0322
 FE0322.The dynamic height is computed by dividing the NAVD 88
 FE0322.geopotential number by the normal gravity value computed on the
 FE0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0322.degrees latitude (g = 980.6199 gals.).
 FE0322
 FE0322.The modeled gravity was interpolated from observed gravity values.
 FE0322
 FE0322;                    North         East    Units  Estimated Accuracy
 FE0322;SPC TN       -   103,630.      404,770.      MT  (+/- 180 meters Scaled)
 FE0322
 FE0322                          SUPERSEDED SURVEY CONTROL
 FE0322
 FE0322  NGVD 29 (??/??/??)  136.899  (m)          449.14   (f) ADJUSTED    2 0
 FE0322
 FE0322.Superseded values are not recommended for survey control.
 FE0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0322.See file dsdata.txt to determine how the superseded data were derived.
 FE0322
 FE0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE958011(NAD 83)
 FE0322_MARKER: DB = BENCH MARK DISK
 FE0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0322_STAMPING: A 36 1934
 FE0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0322+STABILITY: SURFACE MOTION
 FE0322
 FE0322  HISTORY     - Date     Condition        Report By
 FE0322  HISTORY     - 1934     MONUMENTED       CGS
 FE0322  HISTORY     - 1949     GOOD             CGS
 FE0322  HISTORY     - 1972     GOOD             TVA
 FE0322
 FE0322                          STATION DESCRIPTION
 FE0322
 FE0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0322'5.5 MI E FROM SAVANNAH.
 FE0322'6.2 MILES EAST ALONG U.S. HIGHWAY 64 FROM SAVANNAH, HARDIN
 FE0322'COUNTY, 3/4 MILE EAST OF A CONCRETE BRIDGE, SOUTH ACROSS THE HIGHWAY
 FE0322'FROM A SMALL STORE AT THE POPLAR SPRINGS TOURIST CAMP IN 1934,
 FE0322'9 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 YARD EAST OF
 FE0322'A POWER-TRANSMISSION LINE POLE, AND 2 FEET SOUTH OF A STEEL
 FE0322'POST.  A STANDARD DISK, STAMPED A 36 1934 AND SET IN THE TOP
 FE0322'OF A CONCRETE POST.  NOTE-- MONUMENT IS ON OLD HWY 64.
 FE0322
 FE0322                          STATION RECOVERY (1972)
 FE0322
 FE0322'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0807 ***********************************************************************
 FD0807  DESIGNATION -  A 37
 FD0807  PID         -  FD0807
 FD0807  STATE/COUNTY-  TN/LAWRENCE
 FD0807  USGS QUAD   -  DEERFIELD (1976)
 FD0807
 FD0807                         *CURRENT SURVEY CONTROL
 FD0807  ___________________________________________________________________
 FD0807* NAD 83(1986)-  35 15 47.     (N)    087 22 54.     (W)     SCALED    
 FD0807* NAVD 88     -       270.642  (meters)     887.93   (feet)  ADJUSTED  
 FD0807  ___________________________________________________________________
 FD0807  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0807  DYNAMIC HT  -         270.384 (meters)     887.08  (feet)  COMP
 FD0807  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 FD0807
 FD0807  VERT ORDER  -  SECOND    CLASS 0
 FD0807
 FD0807.The horizontal coordinates were scaled from a topographic map and have
 FD0807.an estimated accuracy of +/- 6 seconds.
 FD0807
 FD0807.The orthometric height was determined by differential leveling
 FD0807.and adjusted by the National Geodetic Survey in June 1991..
 FD0807
 FD0807.The geoid height was determined by GEOID03.
 FD0807
 FD0807.The dynamic height is computed by dividing the NAVD 88
 FD0807.geopotential number by the normal gravity value computed on the
 FD0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0807.degrees latitude (g = 980.6199 gals.).
 FD0807
 FD0807.The modeled gravity was interpolated from observed gravity values.
 FD0807
 FD0807;                    North         East    Units  Estimated Accuracy
 FD0807;SPC TN       -   104,040.      474,280.      MT  (+/- 180 meters Scaled)
 FD0807
 FD0807                          SUPERSEDED SURVEY CONTROL
 FD0807
 FD0807  NGVD 29 (??/??/92)  270.602  (m)          887.80   (f) ADJ UNCH    2 0
 FD0807
 FD0807.Superseded values are not recommended for survey control.
 FD0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0807.See file dsdata.txt to determine how the superseded data were derived.
 FD0807
 FD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE652022(NAD 83)
 FD0807_MARKER: DB = BENCH MARK DISK
 FD0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0807_STAMPING: A 37 1934
 FD0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0807+STABILITY: SURFACE MOTION
 FD0807
 FD0807  HISTORY     - Date     Condition        Report By
 FD0807  HISTORY     - 1934     MONUMENTED       CGS
 FD0807  HISTORY     - 1937     GOOD             NGS
 FD0807  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0807
 FD0807                          STATION DESCRIPTION
 FD0807
 FD0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 FD0807'3.6 MI W FROM LAWRENCEBURG.
 FD0807'3.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM LAWRENCEBURG, LAWRENCE
 FD0807'COUNTY, 350 FEET SOUTHWEST OF THE YELLOW HOUSE OWNED IN 1934 BY
 FD0807'J.H. STRIBLING, AT A SLIGHT DIP IN THE HIGHWAY, AT A DRAW, AT
 FD0807'THE FENCE LINE, AND 7 FEET SOUTH OF THE HIGHWAY.  A STANDARD DISK,
 FD0807'STAMPED A 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0807
 FD0807                          STATION RECOVERY (1972)
 FD0807
 FD0807'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0707 ***********************************************************************
 GD0707  DESIGNATION -  A 37.13 3 BOLT
 GD0707  PID         -  GD0707
 GD0707  STATE/COUNTY-  TN/LAKE
 GD0707  USGS QUAD   -  TIPTONVILLE (1981)
 GD0707
 GD0707                         *CURRENT SURVEY CONTROL
 GD0707  ___________________________________________________________________
 GD0707* NAD 83(1986)-  36 27 25.     (N)    089 23 58.     (W)     SCALED    
 GD0707* NAVD 88     -        86.696  (meters)     284.44   (feet)  ADJUSTED  
 GD0707  ___________________________________________________________________
 GD0707  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0707  DYNAMIC HT  -          86.627 (meters)     284.21  (feet)  COMP
 GD0707  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GD0707
 GD0707  VERT ORDER  -  FIRST     CLASS I
 GD0707
 GD0707.The horizontal coordinates were scaled from a topographic map and have
 GD0707.an estimated accuracy of +/- 6 seconds.
 GD0707
 GD0707.The orthometric height was determined by differential leveling
 GD0707.and adjusted by the National Geodetic Survey in June 1991..
 GD0707.WARNING-Repeat measurements at this control monument indicate possible
 GD0707.vertical movement.
 GD0707
 GD0707.The geoid height was determined by GEOID03.
 GD0707
 GD0707.The dynamic height is computed by dividing the NAVD 88
 GD0707.geopotential number by the normal gravity value computed on the
 GD0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0707.degrees latitude (g = 980.6199 gals.).
 GD0707
 GD0707.The modeled gravity was interpolated from observed gravity values.
 GD0707
 GD0707;                    North         East    Units  Estimated Accuracy
 GD0707;SPC TN       -   240,910.      295,330.      MT  (+/- 180 meters Scaled)
 GD0707
 GD0707                          SUPERSEDED SURVEY CONTROL
 GD0707
 GD0707  NGVD 29 (??/??/??)   86.628  (m)          284.21   (f) ADJUSTED    1 1
 GD0707
 GD0707.Superseded values are not recommended for survey control.
 GD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0707.See file dsdata.txt to determine how the superseded data were derived.
 GD0707
 GD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF849373(NAD 83)
 GD0707_MARKER: B = BOLT
 GD0707_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0707_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0707
 GD0707  HISTORY     - Date     Condition        Report By
 GD0707  HISTORY     - UNK      MONUMENTED       DOD
 GD0707  HISTORY     - 1974     GOOD             NGS
 GD0707
 GD0707                          STATION DESCRIPTION
 GD0707
 GD0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0707'0.15 MI NE FROM NEW MARKHAM.
 GD0707'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD0707'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, IN A CULTIVATED
 GD0707'FIELD NEAR THE STUMP OF A VERY LARGE TREE, 152 FEET NORTHWEST AND
 GD0707'ACROSS TRACK FROM CENTER LINE OF STATE HIGHWAY 78, 72.2 FEET NORTHWEST
 GD0707'OF THE NORTHWEST RAIL OF MAIN TRACK OF ILLINOIS CENTRAL RAILROAD, 9
 GD0707'FEET SOUTHWEST OF THE STUMP, 0.5 FOOT BELOW LEVEL OF THE HIGHWAY AND
 GD0707'RAIL.  A USE PIPE AND CAP OVER A BOLT AND PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0706 ***********************************************************************
 GD0706  DESIGNATION -  A 37.13 3 CAP
 GD0706  PID         -  GD0706
 GD0706  STATE/COUNTY-  TN/LAKE
 GD0706  USGS QUAD   -  TIPTONVILLE (1981)
 GD0706
 GD0706                         *CURRENT SURVEY CONTROL
 GD0706  ___________________________________________________________________
 GD0706* NAD 83(1986)-  36 27 25.     (N)    089 23 58.     (W)     SCALED    
 GD0706* NAVD 88     -        87.895  (meters)     288.37   (feet)  ADJUSTED  
 GD0706  ___________________________________________________________________
 GD0706  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0706  DYNAMIC HT  -          87.825 (meters)     288.14  (feet)  COMP
 GD0706  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GD0706
 GD0706  VERT ORDER  -  FIRST     CLASS I
 GD0706
 GD0706.The horizontal coordinates were scaled from a topographic map and have
 GD0706.an estimated accuracy of +/- 6 seconds.
 GD0706
 GD0706.The orthometric height was determined by differential leveling
 GD0706.and adjusted by the National Geodetic Survey in June 1991..
 GD0706.WARNING-Repeat measurements at this control monument indicate possible
 GD0706.vertical movement.
 GD0706
 GD0706.The geoid height was determined by GEOID03.
 GD0706
 GD0706.The dynamic height is computed by dividing the NAVD 88
 GD0706.geopotential number by the normal gravity value computed on the
 GD0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0706.degrees latitude (g = 980.6199 gals.).
 GD0706
 GD0706.The modeled gravity was interpolated from observed gravity values.
 GD0706
 GD0706;                    North         East    Units  Estimated Accuracy
 GD0706;SPC TN       -   240,910.      295,330.      MT  (+/- 180 meters Scaled)
 GD0706
 GD0706                          SUPERSEDED SURVEY CONTROL
 GD0706
 GD0706  NGVD 29 (??/??/??)   87.835  (m)          288.17   (f) ADJUSTED    1 1
 GD0706
 GD0706.Superseded values are not recommended for survey control.
 GD0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0706.See file dsdata.txt to determine how the superseded data were derived.
 GD0706
 GD0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF849373(NAD 83)
 GD0706_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0706_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0706_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0706_STAMPING: A37.13-3 RESET 1956
 GD0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0706
 GD0706  HISTORY     - Date     Condition        Report By
 GD0706  HISTORY     - 1956     MONUMENTED       DOD
 GD0706  HISTORY     - 1974     GOOD             NGS
 GD0706  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0706
 GD0706                          STATION DESCRIPTION
 GD0706
 GD0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0706'0.15 MI NE FROM NEW MARKHAM.
 GD0706'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD0706'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, IN A CULTIVATED
 GD0706'FIELD NEAR THE STUMP OF A VERY LARGE TREE, 152 FEET NORTHWEST AND
 GD0706'ACROSS TRACK FROM CENTER LINE OF STATE HIGHWAY 78, 72.2 FEET NORTHWEST
 GD0706'OF THE NORTHWEST RAIL OF MAIN TRACK OF ILLINOIS CENTRAL RAILROAD, 9
 GD0706'FEET SOUTHWEST OF THE STUMP, 0.5 FOOT BELOW LEVEL OF THE HIGHWAY AND
 GD0706'RAIL.  A USE PIPE AND CAP OVER A BOLT AND PROJECTING 0.6 FOOT.
 GD0706
 GD0706                          STATION RECOVERY (2002)
 GD0706
 GD0706'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0706'SUSPECTED DESTROYED. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0909 ***********************************************************************
 GD0909  DESIGNATION -  A 37.14 1
 GD0909  PID         -  GD0909
 GD0909  STATE/COUNTY-  TN/LAKE
 GD0909  USGS QUAD   -  POINT PLEASANT (1982)
 GD0909
 GD0909                         *CURRENT SURVEY CONTROL
 GD0909  ___________________________________________________________________
 GD0909* NAD 83(1986)-  36 28 54.     (N)    089 30 17.     (W)     SCALED    
 GD0909* NAVD 88     -        90.784  (meters)     297.85   (feet)  POSTED    
 GD0909  ___________________________________________________________________
 GD0909  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD0909  DYNAMIC HT  -          90.710 (meters)     297.60  (feet)  COMP
 GD0909  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 GD0909
 GD0909  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GD0909
 GD0909.The horizontal coordinates were scaled from a topographic map and have
 GD0909.an estimated accuracy of +/- 6 seconds.
 GD0909
 GD0909.The orthometric height was determined by differential leveling
 GD0909.and adjusted by the National Geodetic Survey in 1992..
 GD0909.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GD0909.rate of 2.1 thru 3.0 mm/km.
 GD0909
 GD0909.The geoid height was determined by GEOID03.
 GD0909
 GD0909.The dynamic height is computed by dividing the NAVD 88
 GD0909.geopotential number by the normal gravity value computed on the
 GD0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0909.degrees latitude (g = 980.6199 gals.).
 GD0909
 GD0909.The modeled gravity was interpolated from observed gravity values.
 GD0909
 GD0909;                    North         East    Units  Estimated Accuracy
 GD0909;SPC TN       -   243,990.      286,000.      MT  (+/- 180 meters Scaled)
 GD0909
 GD0909                          SUPERSEDED SURVEY CONTROL
 GD0909
 GD0909  NGVD 29 (??/??/??)   90.696  (m)          297.56   (f) ADJUSTED    2 0
 GD0909
 GD0909.Superseded values are not recommended for survey control.
 GD0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0909.See file dsdata.txt to determine how the superseded data were derived.
 GD0909
 GD0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF756402(NAD 83)
 GD0909_MARKER: P = PIPE CAP
 GD0909_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0909_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0909_STAMPING: A 37-14-1
 GD0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0909
 GD0909  HISTORY     - Date     Condition        Report By
 GD0909  HISTORY     - UNK      MONUMENTED       DOD
 GD0909  HISTORY     - 1943     POOR             CGS
 GD0909  HISTORY     - 20020723 MARK NOT FOUND   USACE
 GD0909
 GD0909                          STATION DESCRIPTION
 GD0909
 GD0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0909'3.8 MI NW FROM CATES.
 GD0909'3.8 MILES NORTHWEST ALONG THE TIPTONVILLE-NEW MADRID FERRY ROAD
 GD0909'FROM THE SCHOOL BUILDING AT CATES, 1.2 MILES SOUTH OF THE
 GD0909'KENTUCKY-TENNESSEE STATE LINE, IN THE YARD OF A HOUSE WHICH IS
 GD0909'ACROSS THE ROAD FROM A STORE AND 100 YARDS SOUTHWEST OF A
 GD0909'SCHOOL BUILDING, 14 YARDS WEST OF THE CENTERLINE OF THE ROAD,
 GD0909'4 YARDS SOUTH OF THE ENTRANCE DRIVE, AND 5 YARDS EAST OF A
 GD0909'66-INCH HOLLOW TREE.  A CORPS OF ENGINEERS, U.S. ARMY,
 GD0909'STANDARD CAP STAMPED A 37-14-1 AND RIVETED ON THE TOP OF A
 GD0909'3-INCH IRON PIPE.
 GD0909
 GD0909                          STATION RECOVERY (2002)
 GD0909
 GD0909'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0909'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0746 ***********************************************************************
 GD0746  DESIGNATION -  A 37.15 1
 GD0746  PID         -  GD0746
 GD0746  STATE/COUNTY-  TN/LAKE
 GD0746  USGS QUAD   -  RIDGELY (1981)
 GD0746
 GD0746                         *CURRENT SURVEY CONTROL
 GD0746  ___________________________________________________________________
 GD0746* NAD 83(1986)-  36 15 49.     (N)    089 29 26.     (W)     SCALED    
 GD0746* NAVD 88     -        85.384  (meters)     280.13   (feet)  ADJUSTED  
 GD0746  ___________________________________________________________________
 GD0746  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0746  DYNAMIC HT  -          85.314 (meters)     279.90  (feet)  COMP
 GD0746  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 GD0746
 GD0746  VERT ORDER  -  FIRST     CLASS I
 GD0746
 GD0746.The horizontal coordinates were scaled from a topographic map and have
 GD0746.an estimated accuracy of +/- 6 seconds.
 GD0746
 GD0746.The orthometric height was determined by differential leveling
 GD0746.and adjusted by the National Geodetic Survey in June 1991..
 GD0746
 GD0746.The geoid height was determined by GEOID03.
 GD0746
 GD0746.The dynamic height is computed by dividing the NAVD 88
 GD0746.geopotential number by the normal gravity value computed on the
 GD0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0746.degrees latitude (g = 980.6199 gals.).
 GD0746
 GD0746.The modeled gravity was interpolated from observed gravity values.
 GD0746
 GD0746;                    North         East    Units  Estimated Accuracy
 GD0746;SPC TN       -   219,760.      286,400.      MT  (+/- 180 meters Scaled)
 GD0746
 GD0746                          SUPERSEDED SURVEY CONTROL
 GD0746
 GD0746  NGVD 29 (??/??/??)   85.308  (m)          279.88   (f) ADJUSTED    1 1
 GD0746
 GD0746.Superseded values are not recommended for survey control.
 GD0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0746.See file dsdata.txt to determine how the superseded data were derived.
 GD0746
 GD0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF762160(NAD 83)
 GD0746_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0746_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0746_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0746_STAMPING: A 37 15-1
 GD0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0746
 GD0746  HISTORY     - Date     Condition        Report By
 GD0746  HISTORY     - UNK      MONUMENTED       DOD
 GD0746  HISTORY     - 1974     GOOD             NGS
 GD0746  HISTORY     - 20020802 POOR             USACE
 GD0746
 GD0746                          STATION DESCRIPTION
 GD0746
 GD0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0746'IN RIDGELY.
 GD0746'AT RIDGELY, AT THE RAILROAD STATION AND CROSSING OF TRACKS AND POPLAR
 GD0746'STREET (ALSO LEVEE ROAD), 138.4 FEET NORTH OF THE NORTHWEST CORNER OF
 GD0746'THE OLD ILLINOIS CENTRAL RAILROAD STATION, 90 FEET NORTHEAST OF THE
 GD0746'CENTER OF THE CROSSING OF THE TRACKS AND LEVEE ROAD, 38.5 FEET EAST OF
 GD0746'THE EAST RAIL OF THE MAIN TRACK, 34.6 FEET NORTH OF THE CENTER LINE OF
 GD0746'LEVEE ROAD, 0.6 FOOT SOUTH OF A METAL WITNESS POST.  A USE PIPE AND
 GD0746'CAP PROJECTING 0.3 FOOT.
 GD0746
 GD0746                          STATION RECOVERY (2002)
 GD0746
 GD0746'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0746'MARK DESTROYED. FOUND PIPE SHEARED OFF FLUSH WITH THE GROUND, CAP
 GD0746'DESTROYED.
 GD0746' 
 GD0746'BOLT OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1352 ***********************************************************************
 FC1352  DESIGNATION -  A 38
 FC1352  PID         -  FC1352
 FC1352  STATE/COUNTY-  TN/GRUNDY
 FC1352  USGS QUAD   -  MONTEAGLE (1982)
 FC1352
 FC1352                         *CURRENT SURVEY CONTROL
 FC1352  ___________________________________________________________________
 FC1352* NAD 83(1986)-  35 14 23.     (N)    085 49 41.     (W)     SCALED    
 FC1352* NAVD 88     -       589.136  (meters)    1932.86   (feet)  ADJUSTED  
 FC1352  ___________________________________________________________________
 FC1352  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1352  DYNAMIC HT  -         588.536 (meters)    1930.89  (feet)  COMP
 FC1352  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 FC1352
 FC1352  VERT ORDER  -  SECOND    CLASS 0
 FC1352
 FC1352.The horizontal coordinates were scaled from a topographic map and have
 FC1352.an estimated accuracy of +/- 6 seconds.
 FC1352
 FC1352.The orthometric height was determined by differential leveling
 FC1352.and adjusted by the National Geodetic Survey in June 1991..
 FC1352
 FC1352.The geoid height was determined by GEOID03.
 FC1352
 FC1352.The dynamic height is computed by dividing the NAVD 88
 FC1352.geopotential number by the normal gravity value computed on the
 FC1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1352.degrees latitude (g = 980.6199 gals.).
 FC1352
 FC1352.The modeled gravity was interpolated from observed gravity values.
 FC1352
 FC1352;                    North         East    Units  Estimated Accuracy
 FC1352;SPC TN       -   100,580.      615,650.      MT  (+/- 180 meters Scaled)
 FC1352
 FC1352                          SUPERSEDED SURVEY CONTROL
 FC1352
 FC1352  NGVD 29 (??/??/92)  589.120  (m)         1932.80   (f) ADJ UNCH    2 0
 FC1352
 FC1352.Superseded values are not recommended for survey control.
 FC1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1352.See file dsdata.txt to determine how the superseded data were derived.
 FC1352
 FC1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE066002(NAD 83)
 FC1352_MARKER: DB = BENCH MARK DISK
 FC1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1352_STAMPING: A 38 1934
 FC1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1352+STABILITY: SURFACE MOTION
 FC1352
 FC1352  HISTORY     - Date     Condition        Report By
 FC1352  HISTORY     - 1934     MONUMENTED       CGS
 FC1352  HISTORY     - 1949     GOOD             NGS
 FC1352  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1352
 FC1352                          STATION DESCRIPTION
 FC1352
 FC1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1352'AT MONTEAGLE.
 FC1352'AT THE EAST SIDE OF MONTEAGLE, GRUNDY COUNTY, 50 FEET EAST OF THE
 FC1352'JUNCTION OF STATE HIGHWAY 2 WITH STATE HIGHWAY 56, 14 FEET
 FC1352'SOUTH OF A FENCE CORNER, AND 1 FOOT INSIDE OF THE RIGHT-OF-WAY
 FC1352'FENCE.  A STANDARD DISK, STAMPED A 38 1934 AND SET IN THE TOP OF
 FC1352'A CONCRETE POST.
 FC1352
 FC1352                          STATION RECOVERY (1972)
 FC1352
 FC1352'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1172 ***********************************************************************
 FC1172  DESIGNATION -  A 39
 FC1172  PID         -  FC1172
 FC1172  STATE/COUNTY-  TN/HAMILTON
 FC1172  USGS QUAD   -  OOLTEWAH (1976)
 FC1172
 FC1172                         *CURRENT SURVEY CONTROL
 FC1172  ___________________________________________________________________
 FC1172* NAD 83(1986)-  35 04 37.     (N)    085 02 31.     (W)     SCALED    
 FC1172* NAVD 88     -       242.842  (meters)     796.72   (feet)  ADJUSTED  
 FC1172  ___________________________________________________________________
 FC1172  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1172  DYNAMIC HT  -         242.599 (meters)     795.93  (feet)  COMP
 FC1172  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 FC1172
 FC1172  VERT ORDER  -  FIRST     CLASS II
 FC1172
 FC1172.The horizontal coordinates were scaled from a topographic map and have
 FC1172.an estimated accuracy of +/- 6 seconds.
 FC1172
 FC1172.The orthometric height was determined by differential leveling
 FC1172.and adjusted by the National Geodetic Survey in June 1991..
 FC1172
 FC1172.The geoid height was determined by GEOID03.
 FC1172
 FC1172.The dynamic height is computed by dividing the NAVD 88
 FC1172.geopotential number by the normal gravity value computed on the
 FC1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1172.degrees latitude (g = 980.6199 gals.).
 FC1172
 FC1172.The modeled gravity was interpolated from observed gravity values.
 FC1172
 FC1172;                    North         East    Units  Estimated Accuracy
 FC1172;SPC TN       -    82,930.      687,380.      MT  (+/- 180 meters Scaled)
 FC1172
 FC1172                          SUPERSEDED SURVEY CONTROL
 FC1172
 FC1172  NGVD 29 (??/??/92)  242.853  (m)          796.76   (f) ADJ UNCH    1 2
 FC1172
 FC1172.Superseded values are not recommended for survey control.
 FC1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1172.See file dsdata.txt to determine how the superseded data were derived.
 FC1172
 FC1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD785833(NAD 83)
 FC1172_MARKER: DB = BENCH MARK DISK
 FC1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1172_SP_SET: CULVERT
 FC1172_STAMPING: A 39 1934
 FC1172_MARK LOGO: CGS   
 FC1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1172
 FC1172  HISTORY     - Date     Condition        Report By
 FC1172  HISTORY     - 1934     MONUMENTED       CGS
 FC1172  HISTORY     - 1949     GOOD             NGS
 FC1172  HISTORY     - 1972     GOOD             TVA
 FC1172  HISTORY     - 1983     GOOD             NGS
 FC1172
 FC1172                          STATION DESCRIPTION
 FC1172
 FC1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1172'1.5 MI N FROM OOLTEWAH.
 FC1172'1.5 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1172'OOLTEWAH, HAMILTON COUNTY, 20 RAILS SOUTH OF MILEPOST 225, AND IN
 FC1172'THE CENTER OF THE TOP OF THE WEST HEADWALL OF A STONE-AND-CONCRETE
 FC1172'CULVERT.  A STANDARD DISK, STAMPED A 39 1934.
 FC1172
 FC1172                          STATION RECOVERY (1972)
 FC1172
 FC1172'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1172'RECOVERED IN GOOD CONDITION.
 FC1172
 FC1172                          STATION RECOVERY (1983)
 FC1172
 FC1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1184 ***********************************************************************
 FC1184  DESIGNATION -  A 40
 FC1184  PID         -  FC1184
 FC1184  STATE/COUNTY-  TN/HAMILTON
 FC1184  USGS QUAD   -  CHATTANOOGA (1976)
 FC1184
 FC1184                         *CURRENT SURVEY CONTROL
 FC1184  ___________________________________________________________________
 FC1184* NAD 83(1986)-  35 02 41.     (N)    085 18 31.     (W)     SCALED    
 FC1184* NAVD 88     -       208.766  (meters)     684.93   (feet)  ADJUSTED  
 FC1184  ___________________________________________________________________
 FC1184  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1184  DYNAMIC HT  -         208.558 (meters)     684.24  (feet)  COMP
 FC1184  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 FC1184
 FC1184  VERT ORDER  -  FIRST     CLASS II
 FC1184
 FC1184.The horizontal coordinates were scaled from a topographic map and have
 FC1184.an estimated accuracy of +/- 6 seconds.
 FC1184
 FC1184.The orthometric height was determined by differential leveling
 FC1184.and adjusted by the National Geodetic Survey in June 1991..
 FC1184.WARNING-Repeat measurements at this control monument indicate possible
 FC1184.vertical movement.
 FC1184
 FC1184.The geoid height was determined by GEOID03.
 FC1184
 FC1184.The dynamic height is computed by dividing the NAVD 88
 FC1184.geopotential number by the normal gravity value computed on the
 FC1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1184.degrees latitude (g = 980.6199 gals.).
 FC1184
 FC1184.The modeled gravity was interpolated from observed gravity values.
 FC1184
 FC1184;                    North         East    Units  Estimated Accuracy
 FC1184;SPC TN       -    79,150.      663,080.      MT  (+/- 180 meters Scaled)
 FC1184
 FC1184                          SUPERSEDED SURVEY CONTROL
 FC1184
 FC1184  NGVD 29 (??/??/92)  208.800  (m)          685.04   (f) ADJ UNCH    1 2
 FC1184
 FC1184.Superseded values are not recommended for survey control.
 FC1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1184.See file dsdata.txt to determine how the superseded data were derived.
 FC1184
 FC1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD542793(NAD 83)
 FC1184_MARKER: DB = BENCH MARK DISK
 FC1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1184_STAMPING: A 40 1934
 FC1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1184+STABILITY: SURFACE MOTION
 FC1184
 FC1184  HISTORY     - Date     Condition        Report By
 FC1184  HISTORY     - 1934     MONUMENTED       CGS
 FC1184  HISTORY     - 1950     GOOD             NGS
 FC1184  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1184
 FC1184                          STATION DESCRIPTION
 FC1184
 FC1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1184'AT CHATTANOOGA.
 FC1184'AT CHATTANOOGA, AT THE INTERSECTION OF GEORGIA AVENUE AND EAST
 FC1184'TENTH STREET, IN LAWN OF THE POST OFFICE BUILDING, 3.3 FEET
 FC1184'NORTH OF THE NORTH CURB OF A SIDEWALK, 3 1/2 FEET EAST OF THE
 FC1184'EAST CURB OF A SIDE WALK, ABOUT 1/2 FOOT ABOVE THE WALK AND
 FC1184'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FC1184
 FC1184                          STATION RECOVERY (1983)
 FC1184
 FC1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1184'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0833 ***********************************************************************
 GD0833  DESIGNATION -  A 40.1 35 BOLT
 GD0833  PID         -  GD0833
 GD0833  STATE/COUNTY-  TN/DYER
 GD0833  USGS QUAD   -  DYERSBURG (1983)
 GD0833
 GD0833                         *CURRENT SURVEY CONTROL
 GD0833  ___________________________________________________________________
 GD0833* NAD 83(1986)-  36 01 48.     (N)    089 22 37.     (W)     SCALED    
 GD0833* NAVD 88     -        88.699  (meters)     291.01   (feet)  ADJUSTED  
 GD0833  ___________________________________________________________________
 GD0833  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0833  DYNAMIC HT  -          88.624 (meters)     290.76  (feet)  COMP
 GD0833  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GD0833
 GD0833  VERT ORDER  -  FIRST     CLASS I
 GD0833
 GD0833.The horizontal coordinates were scaled from a topographic map and have
 GD0833.an estimated accuracy of +/- 6 seconds.
 GD0833
 GD0833.The orthometric height was determined by differential leveling
 GD0833.and adjusted by the National Geodetic Survey in June 1991..
 GD0833.WARNING-Repeat measurements at this control monument indicate possible
 GD0833.vertical movement.
 GD0833
 GD0833.The geoid height was determined by GEOID03.
 GD0833
 GD0833.The dynamic height is computed by dividing the NAVD 88
 GD0833.geopotential number by the normal gravity value computed on the
 GD0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0833.degrees latitude (g = 980.6199 gals.).
 GD0833
 GD0833.The modeled gravity was interpolated from observed gravity values.
 GD0833
 GD0833;                    North         East    Units  Estimated Accuracy
 GD0833;SPC TN       -   193,490.      295,710.      MT  (+/- 180 meters Scaled)
 GD0833
 GD0833                          SUPERSEDED SURVEY CONTROL
 GD0833
 GD0833  NGVD 29 (??/??/??)   88.627  (m)          290.77   (f) ADJUSTED    1 1
 GD0833
 GD0833.Superseded values are not recommended for survey control.
 GD0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0833.See file dsdata.txt to determine how the superseded data were derived.
 GD0833
 GD0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE858898(NAD 83)
 GD0833_MARKER: B = BOLT
 GD0833_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0833_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0833_STAMPING: A 40.1-35
 GD0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0833
 GD0833  HISTORY     - Date     Condition        Report By
 GD0833  HISTORY     - UNK      MONUMENTED       DOD
 GD0833  HISTORY     - 1957     GOOD             CGS
 GD0833  HISTORY     - 1974     GOOD             NGS
 GD0833
 GD0833                          STATION DESCRIPTION
 GD0833
 GD0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0833'AT DYERSBURG.
 GD0833'AT DYERSBURG, AT THE ILLINOIS CENTRAL RAILROAD STATION, 19 1/2
 GD0833'FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 16 FEET NORTH OF NORTH
 GD0833'RAIL OF A TRACK LEADING TO GULF, MOBILE AND OHIO RAILROAD STATION,
 GD0833'163 1/2 FEET SOUTHEAST AND ACROSS TRACK FROM SOUTHEAST CORNER
 GD0833'OF I. C. RR STATION, 123 FEET WEST-SOUTHWEST OF SOUTH CORNER
 GD0833'OF G.M. AND O. RR STATION, 6 1/2 FEET NORTHEAST OF TELEPHONE
 GD0833'POLE NO. 4018, ABOUT 1/2 FOOT BELOW LEVEL OF TRACKS AND IS A BOLT
 GD0833'DIRECTLY UNDER A U.S.E. PIPE AND CAP WHICH PROJECTS 8 INCHES.
 GD0833
 GD0833                          STATION RECOVERY (1974)
 GD0833
 GD0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0833'AT DYERSBURG, 0.10 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE
 GD0833'COURTHOUSE, 0.50 MILES EAST ALONG EAST CEDAR STREET, AT THE ILLINOIS
 GD0833'CENTRAL RAILROAD STATION, BETWEEN THE MAIN TRACKS AND A SPUR TRACK
 GD0833'LEADING TO THE GULF, MOBILE AND OHIO RAILROAD STATION, 163.5 FEET EAST
 GD0833'AND ACROSS TRACK FROM THE SOUTHEAST CORNER OF THE ILLINOIS CENTRAL
 GD0833'RAILROAD STATION, 124 FEET WEST OF THE SOUTH CORNER OF THE GULF,
 GD0833'MOBILE AND OHIO RAILROAD STATION, 18.9 FEET SOUTH OF THE SOUTH RAIL OF
 GD0833'SOUTH TRACK, 16.6 FEET NORTH OF THE NORTH RAIL OF SPUR TRACK, 0.8 FOOT
 GD0833'NORTHEAST OF A METAL WITNESS POST, 0.5 FOOT BELOW LEVEL OF THE TRACKS.
 GD0833'A USE PIPE AND CAP PROJECTING 0.7 INCHES OVER A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0832 ***********************************************************************
 GD0832  DESIGNATION -  A 40.1 35 CAP
 GD0832  PID         -  GD0832
 GD0832  STATE/COUNTY-  TN/DYER
 GD0832  USGS QUAD   -  DYERSBURG (1983)
 GD0832
 GD0832                         *CURRENT SURVEY CONTROL
 GD0832  ___________________________________________________________________
 GD0832* NAD 83(1986)-  36 01 48.     (N)    089 22 37.     (W)     SCALED    
 GD0832* NAVD 88     -        89.894  (meters)     294.93   (feet)  ADJUSTED  
 GD0832  ___________________________________________________________________
 GD0832  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0832  DYNAMIC HT  -          89.818 (meters)     294.68  (feet)  COMP
 GD0832  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GD0832
 GD0832  VERT ORDER  -  FIRST     CLASS I
 GD0832
 GD0832.The horizontal coordinates were scaled from a topographic map and have
 GD0832.an estimated accuracy of +/- 6 seconds.
 GD0832
 GD0832.The orthometric height was determined by differential leveling
 GD0832.and adjusted by the National Geodetic Survey in June 1991..
 GD0832
 GD0832.The geoid height was determined by GEOID03.
 GD0832
 GD0832.The dynamic height is computed by dividing the NAVD 88
 GD0832.geopotential number by the normal gravity value computed on the
 GD0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0832.degrees latitude (g = 980.6199 gals.).
 GD0832
 GD0832.The modeled gravity was interpolated from observed gravity values.
 GD0832
 GD0832;                    North         East    Units  Estimated Accuracy
 GD0832;SPC TN       -   193,490.      295,710.      MT  (+/- 180 meters Scaled)
 GD0832
 GD0832                          SUPERSEDED SURVEY CONTROL
 GD0832
 GD0832  NGVD 29 (??/??/??)   89.886  (m)          294.90   (f) ADJUSTED    1 1
 GD0832
 GD0832.Superseded values are not recommended for survey control.
 GD0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0832.See file dsdata.txt to determine how the superseded data were derived.
 GD0832
 GD0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE858898(NAD 83)
 GD0832_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0832_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0832_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0832_STAMPING: A 40.1-35
 GD0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0832+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0832
 GD0832  HISTORY     - Date     Condition        Report By
 GD0832  HISTORY     - UNK      MONUMENTED       DOD
 GD0832  HISTORY     - 1957     GOOD             CGS
 GD0832  HISTORY     - 1974     GOOD             NGS
 GD0832  HISTORY     - 20020730 GOOD             USACE
 GD0832
 GD0832                          STATION DESCRIPTION
 GD0832
 GD0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0832'AT DYERSBURG.
 GD0832'AT DYERSBURG, AT THE ILLINOIS CENTRAL RAILROAD STATION, 19 1/2
 GD0832'FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 16 FEET NORTH OF NORTH
 GD0832'RAIL OF A TRACK LEADING TO GULF, MOBILE AND OHIO RAILROAD
 GD0832'STATION, 163 1/2 FEET SOUTHEAST AND ACROSS TRACK FROM SOUTHEAST
 GD0832'CORNER OF I. C. RR STATION, 123 FEET WEST-SOUTHWEST OF SOUTH CORNER
 GD0832'OF G.M. AND O. RR STATION, 6 1/2 FEET NORTHEAST OF TELEPHONE
 GD0832'POLE NO. 4018, A U.S.E. PIPE AND CAP WHICH PROJECTS 8 INCHES.
 GD0832
 GD0832                          STATION RECOVERY (1974)
 GD0832
 GD0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0832'AT DYERSBURG, 0.10 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE
 GD0832'COURTHOUSE, 0.50 MILES EAST ALONG EAST CEDAR STREET, AT THE ILLINOIS
 GD0832'CENTRAL RAILROAD STATION, BETWEEN THE MAIN TRACKS AND A SPUR TRACK
 GD0832'LEADING TO THE GULF, MOBILE AND OHIO RAILROAD STATION, 163.5 FEET EAST
 GD0832'AND ACROSS TRACK FROM THE SOUTHEAST CORNER OF THE ILLINOIS CENTRAL
 GD0832'RAILROAD STATION, 124 FEET WEST OF THE SOUTH CORNER OF THE GULF,
 GD0832'MOBILE AND OHIO RAILROAD STATION, 18.9 FEET SOUTH OF THE SOUTH RAIL OF
 GD0832'SOUTH TRACK, 16.6 FEET NORTH OF THE NORTH RAIL OF SPUR TRACK, 0.8 FOOT
 GD0832'NORTHEAST OF A METAL WITNESS POST, 0.5 FOOT BELOW LEVEL OF THE TRACKS.
 GD0832'A USE PIPE AND CAP PROJECTING 0.7 INCHES OVER A BOLT.
 GD0832
 GD0832                          STATION RECOVERY (2002)
 GD0832
 GD0832'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0808 ***********************************************************************
 GD0808  DESIGNATION -  A 40.17 5
 GD0808  PID         -  GD0808
 GD0808  STATE/COUNTY-  TN/DYER
 GD0808  USGS QUAD   -  DYERSBURG (1983)
 GD0808
 GD0808                         *CURRENT SURVEY CONTROL
 GD0808  ___________________________________________________________________
 GD0808* NAD 83(1986)-  36 02 00.     (N)    089 26 27.     (W)     SCALED    
 GD0808* NAVD 88     -        85.070  (meters)     279.10   (feet)  ADJUSTED  
 GD0808  ___________________________________________________________________
 GD0808  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0808  DYNAMIC HT  -          84.998 (meters)     278.86  (feet)  COMP
 GD0808  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 GD0808
 GD0808  VERT ORDER  -  SECOND    CLASS 0
 GD0808
 GD0808.The horizontal coordinates were scaled from a topographic map and have
 GD0808.an estimated accuracy of +/- 6 seconds.
 GD0808
 GD0808.The orthometric height was determined by differential leveling
 GD0808.and adjusted by the National Geodetic Survey in June 1991..
 GD0808
 GD0808.The geoid height was determined by GEOID03.
 GD0808
 GD0808.The dynamic height is computed by dividing the NAVD 88
 GD0808.geopotential number by the normal gravity value computed on the
 GD0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0808.degrees latitude (g = 980.6199 gals.).
 GD0808
 GD0808.The modeled gravity was interpolated from observed gravity values.
 GD0808
 GD0808;                    North         East    Units  Estimated Accuracy
 GD0808;SPC TN       -   194,060.      289,970.      MT  (+/- 180 meters Scaled)
 GD0808
 GD0808                          SUPERSEDED SURVEY CONTROL
 GD0808
 GD0808  NGVD 29 (??/??/??)   85.002  (m)          278.88   (f) ADJUSTED    2 0
 GD0808
 GD0808.Superseded values are not recommended for survey control.
 GD0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0808.See file dsdata.txt to determine how the superseded data were derived.
 GD0808
 GD0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE800904(NAD 83)
 GD0808_MARKER: P = PIPE CAP
 GD0808_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0808_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0808_STAMPING: A 40.17-5
 GD0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0808
 GD0808  HISTORY     - Date     Condition        Report By
 GD0808  HISTORY     - UNK      MONUMENTED       DOD
 GD0808  HISTORY     - 1957     GOOD             CGS
 GD0808  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0808
 GD0808                          STATION DESCRIPTION
 GD0808
 GD0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0808'2.2 MI E FROM FINLEY.
 GD0808'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE METHODIST
 GD0808'CHURCH AT FINLEY, AT CROSSING OF HIGHWAY AND THE ILLINOIS CENTRAL
 GD0808'RAILROAD, 48 FEET NORTH OF CENTER LINE OF HIGHWAY, 22 FEET EAST OF
 GD0808'EAST RAIL OF TRACK, 10 FEET NORTHWEST OF AN IRON PIPE
 GD0808'FENCE CORNER, 6 1/2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 2
 GD0808'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GD0808'HIGHWAY AND IS A U.S.E. PIPE AND CAP PROJECTING 8 INCHES.
 GD0808
 GD0808                          STATION RECOVERY (2002)
 GD0808
 GD0808'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1120 ***********************************************************************
 FC1120  DESIGNATION -  A 41
 FC1120  PID         -  FC1120
 FC1120  STATE/COUNTY-  TN/MARION
 FC1120  USGS QUAD   -  KETNER GAP (1976)
 FC1120
 FC1120                         *CURRENT SURVEY CONTROL
 FC1120  ___________________________________________________________________
 FC1120* NAD 83(1986)-  35 13 16.     (N)    085 29 55.     (W)     SCALED    
 FC1120* NAVD 88     -       201.430  (meters)     660.86   (feet)  ADJUSTED  
 FC1120  ___________________________________________________________________
 FC1120  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FC1120  DYNAMIC HT  -         201.236 (meters)     660.22  (feet)  COMP
 FC1120  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 FC1120
 FC1120  VERT ORDER  -  SECOND    CLASS 0
 FC1120
 FC1120.The horizontal coordinates were scaled from a topographic map and have
 FC1120.an estimated accuracy of +/- 6 seconds.
 FC1120
 FC1120.The orthometric height was determined by differential leveling
 FC1120.and adjusted by the National Geodetic Survey in June 1991..
 FC1120
 FC1120.The geoid height was determined by GEOID03.
 FC1120
 FC1120.The dynamic height is computed by dividing the NAVD 88
 FC1120.geopotential number by the normal gravity value computed on the
 FC1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1120.degrees latitude (g = 980.6199 gals.).
 FC1120
 FC1120.The modeled gravity was interpolated from observed gravity values.
 FC1120
 FC1120;                    North         East    Units  Estimated Accuracy
 FC1120;SPC TN       -    98,620.      645,650.      MT  (+/- 180 meters Scaled)
 FC1120
 FC1120                          SUPERSEDED SURVEY CONTROL
 FC1120
 FC1120  NGVD 29 (??/??/92)  201.460  (m)          660.96   (f) ADJ UNCH    2 0
 FC1120
 FC1120.Superseded values are not recommended for survey control.
 FC1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1120.See file dsdata.txt to determine how the superseded data were derived.
 FC1120
 FC1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD366985(NAD 83)
 FC1120_MARKER: DB = BENCH MARK DISK
 FC1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1120_STAMPING: A 41 1934
 FC1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1120+STABILITY: SURFACE MOTION
 FC1120
 FC1120  HISTORY     - Date     Condition        Report By
 FC1120  HISTORY     - 1934     MONUMENTED       CGS
 FC1120
 FC1120                          STATION DESCRIPTION
 FC1120
 FC1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1120'2 MI NE FROM WHITWELL.
 FC1120'2 MILES NORTHEAST ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FC1120'RAILWAY FROM WHITWELL, MARION COUNTY, 4-1/2 POLES NORTHEAST
 FC1120'OF MILEPOST 25, AND 45 FEET NORTHWEST OF A GRADE CROSSING.
 FC1120'A STANDARD DISK, STAMPED A 41 1934 AND SET IN THE TOP OF A
 FC1120'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0751 ***********************************************************************
 GD0751  DESIGNATION -  A 41.17 1
 GD0751  PID         -  GD0751
 GD0751  STATE/COUNTY-  TN/LAKE
 GD0751  USGS QUAD   -  MISTON (1983)
 GD0751
 GD0751                         *CURRENT SURVEY CONTROL
 GD0751  ___________________________________________________________________
 GD0751* NAD 83(1986)-  36 12 53.     (N)    089 29 54.     (W)     SCALED    
 GD0751* NAVD 88     -        83.802  (meters)     274.94   (feet)  ADJUSTED  
 GD0751  ___________________________________________________________________
 GD0751  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0751  DYNAMIC HT  -          83.733 (meters)     274.71  (feet)  COMP
 GD0751  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GD0751
 GD0751  VERT ORDER  -  SECOND    CLASS 0
 GD0751
 GD0751.The horizontal coordinates were scaled from a topographic map and have
 GD0751.an estimated accuracy of +/- 6 seconds.
 GD0751
 GD0751.The orthometric height was determined by differential leveling
 GD0751.and adjusted by the National Geodetic Survey in June 1991..
 GD0751
 GD0751.The geoid height was determined by GEOID03.
 GD0751
 GD0751.The dynamic height is computed by dividing the NAVD 88
 GD0751.geopotential number by the normal gravity value computed on the
 GD0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0751.degrees latitude (g = 980.6199 gals.).
 GD0751
 GD0751.The modeled gravity was interpolated from observed gravity values.
 GD0751
 GD0751;                    North         East    Units  Estimated Accuracy
 GD0751;SPC TN       -   214,360.      285,510.      MT  (+/- 180 meters Scaled)
 GD0751
 GD0751                          SUPERSEDED SURVEY CONTROL
 GD0751
 GD0751  NGVD 29 (??/??/??)   83.723  (m)          274.68   (f) ADJUSTED    2 0
 GD0751
 GD0751.Superseded values are not recommended for survey control.
 GD0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0751.See file dsdata.txt to determine how the superseded data were derived.
 GD0751
 GD0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF754106(NAD 83)
 GD0751_MARKER: P = PIPE CAP
 GD0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0751_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0751_STAMPING: A 41.17-1
 GD0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0751
 GD0751  HISTORY     - Date     Condition        Report By
 GD0751  HISTORY     - UNK      MONUMENTED       DOD
 GD0751  HISTORY     - 1933     GOOD             CGS
 GD0751  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0751
 GD0751                          STATION DESCRIPTION
 GD0751
 GD0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0751'3.3 MI S FROM RIDGELY.
 GD0751'3.3 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0751'STATION AT RIDGELY, LAKE COUNTY, AT RAILROAD BRIDGE NO. JM 19-6,
 GD0751'25 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STEEL PART OF THE
 GD0751'BRIDGE, 25.8 FEET EAST OF THE CENTERLINE OF THE TRACK, 19.5 FEET
 GD0751'WEST OF THE CENTERLINE OF A COUNTY GRAVEL ROAD PARALLELING THE
 GD0751'TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A CORPS OF
 GD0751'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED A 41.17-1 AND RIVETED
 GD0751'ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 GD0751'GROUND.
 GD0751
 GD0751                          STATION RECOVERY (2002)
 GD0751
 GD0751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0921 ***********************************************************************
 GD0921  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0921  DESIGNATION -  A 41.17 3
 GD0921  PID         -  GD0921
 GD0921  STATE/COUNTY-  TN/DYER
 GD0921  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0921
 GD0921                         *CURRENT SURVEY CONTROL
 GD0921  ___________________________________________________________________
 GD0921* NAD 83(1995)-  36 05 19.34359(N)    089 30 10.30564(W)     ADJUSTED  
 GD0921* NAVD 88     -        87.02   (meters)     285.5    (feet)  GPS OBS   
 GD0921  ___________________________________________________________________
 GD0921  X           -      44,773.332 (meters)                     COMP
 GD0921  Y           -  -5,160,060.351 (meters)                     COMP
 GD0921  Z           -   3,736,184.838 (meters)                     COMP
 GD0921  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GD0921  ELLIP HEIGHT-          58.74  (meters)          (04/05/04) GPS OBS
 GD0921  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0921  DYNAMIC HT  -          86.95  (meters)     285.3   (feet)  COMP
 GD0921  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GD0921
 GD0921  HORZ ORDER  -  B
 GD0921  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GD0921  ELLP ORDER  -  FOURTH    CLASS I
 GD0921
 GD0921.The horizontal coordinates were established by GPS observations
 GD0921.and adjusted by the National Geodetic Survey in April 2004..
 GD0921
 GD0921.The orthometric height was determined by GPS observations and a
 GD0921.high-resolution geoid model using precise GPS observation and
 GD0921.processing techniques. It supersedes the leveled height previously
 GD0921.determined for this station.
 GD0921.The vertical order pertains to the first NAVD 88 superseded value.
 GD0921
 GD0921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0921
 GD0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0921
 GD0921.The ellipsoidal height was determined by GPS observations
 GD0921.and is referenced to NAD 83.
 GD0921
 GD0921.The geoid height was determined by GEOID03.
 GD0921
 GD0921.The dynamic height is computed by dividing the NAVD 88
 GD0921.geopotential number by the normal gravity value computed on the
 GD0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0921.degrees latitude (g = 980.6199 gals.).
 GD0921
 GD0921.The modeled gravity was interpolated from observed gravity values.
 GD0921
 GD0921;                    North         East     Units Scale Factor Converg.
 GD0921;SPC TN       -   200,402.760   284,603.587   MT  0.99995824   -2 03 02.6
 GD0921;SPC TN       -   657,488.06    933,736.94   sFT  0.99995824   -2 03 02.6
 GD0921;UTM  16      - 3,996,687.648   274,653.708   MT  1.00022575   -1 28 29.6
 GD0921
 GD0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0921!SPC TN       -   0.99999078  x   0.99995824  =   0.99994902
 GD0921!UTM  16      -   0.99999078  x   1.00022575  =   1.00021653
 GD0921
 GD0921                          SUPERSEDED SURVEY CONTROL
 GD0921
 GD0921  NAVD 88 (06/15/91)   86.998  (m)          285.43   (f) ADJUSTED    2 0
 GD0921  NGVD 29 (??/??/??)   86.917  (m)          285.16   (f) ADJUSTED    2 0
 GD0921
 GD0921.Superseded values are not recommended for survey control.
 GD0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0921.See file dsdata.txt to determine how the superseded data were derived.
 GD0921
 GD0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7465496688(NAD 83)
 GD0921_MARKER: DD = SURVEY DISK
 GD0921_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0921_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0921_STAMPING: BARNS A 41.17-3
 GD0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0921+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 GD0921
 GD0921  HISTORY     - Date     Condition        Report By
 GD0921  HISTORY     - UNK      MONUMENTED       DOD
 GD0921  HISTORY     - 1943     POOR             CGS
 GD0921  HISTORY     - 20020419 GOOD             USACE
 GD0921  HISTORY     - 20030708 GOOD             EMCINC
 GD0921
 GD0921                          STATION DESCRIPTION
 GD0921
 GD0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0921'AT LENOX.
 GD0921'AT LENOX, DYER COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 109
 GD0921'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING USED
 GD0921'IN 1943 AS A GENERAL STORE AND POST OFFICE, AT THE CROSSING OF
 GD0921'AN EAST-AND-WEST GRAVEL ROAD, 41 FEET SOUTH OF THE CENTERLINE
 GD0921'OF THE GRAVEL ROAD, 14.5 FEET WEST OF THE CENTERLINE OF THE MAIN
 GD0921'TRACK, 26 FEET SOUTHWEST OF THE CENTER OF THE WEST ONE OF TWO
 GD0921'WOODEN TRESTLES, 13 FEET EAST OF TELEPHONE POLE 47 AT THE POINT
 GD0921'WHERE THE LINE OF POLES MAKES A 90-DEGREE TURN FROM WEST TO
 GD0921'SOUTH, 8 FEET SOUTH OF THE EDGE OF A DITCH, AND 2 FEET NORTH OF
 GD0921'A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY,
 GD0921'STANDARD CAP, STAMPED BARNS A 41.17-3 AND RIVETED ON THE TOP OF A
 GD0921'3-1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 GD0921
 GD0921                          STATION RECOVERY (2002)
 GD0921
 GD0921'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0921'RECOVERED IN GOOD CONDITION.
 GD0921
 GD0921                          STATION RECOVERY (2003)
 GD0921
 GD0921'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0921'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0761 ***********************************************************************
 GD0761  DESIGNATION -  A 41.17 4
 GD0761  PID         -  GD0761
 GD0761  STATE/COUNTY-  TN/DYER
 GD0761  USGS QUAD   -  DYERSBURG (1983)
 GD0761
 GD0761                         *CURRENT SURVEY CONTROL
 GD0761  ___________________________________________________________________
 GD0761* NAD 83(1986)-  36 02 45.     (N)    089 29 58.     (W)     SCALED    
 GD0761* NAVD 88     -        83.332  (meters)     273.40   (feet)  ADJUSTED  
 GD0761  ___________________________________________________________________
 GD0761  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0761  DYNAMIC HT  -          83.262 (meters)     273.17  (feet)  COMP
 GD0761  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 GD0761
 GD0761  VERT ORDER  -  SECOND    CLASS 0
 GD0761
 GD0761.The horizontal coordinates were scaled from a topographic map and have
 GD0761.an estimated accuracy of +/- 6 seconds.
 GD0761
 GD0761.The orthometric height was determined by differential leveling
 GD0761.and adjusted by the National Geodetic Survey in June 1991..
 GD0761.WARNING-Repeat measurements at this control monument indicate possible
 GD0761.vertical movement.
 GD0761
 GD0761.The geoid height was determined by GEOID03.
 GD0761
 GD0761.The dynamic height is computed by dividing the NAVD 88
 GD0761.geopotential number by the normal gravity value computed on the
 GD0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0761.degrees latitude (g = 980.6199 gals.).
 GD0761
 GD0761.The modeled gravity was interpolated from observed gravity values.
 GD0761
 GD0761;                    North         East    Units  Estimated Accuracy
 GD0761;SPC TN       -   195,640.      284,740.      MT  (+/- 180 meters Scaled)
 GD0761
 GD0761                          SUPERSEDED SURVEY CONTROL
 GD0761
 GD0761  NGVD 29 (??/??/??)   83.257  (m)          273.15   (f) ADJUSTED    2 0
 GD0761
 GD0761.Superseded values are not recommended for survey control.
 GD0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0761.See file dsdata.txt to determine how the superseded data were derived.
 GD0761
 GD0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE748919(NAD 83)
 GD0761_MARKER: P = PIPE CAP
 GD0761_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0761_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0761_STAMPING: BARNS A 41.17-4
 GD0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0761
 GD0761  HISTORY     - Date     Condition        Report By
 GD0761  HISTORY     - UNK      MONUMENTED       DOD
 GD0761  HISTORY     - 1952     GOOD             CGS
 GD0761  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0761
 GD0761                          STATION DESCRIPTION
 GD0761
 GD0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0761'1.2 MI NW FROM FINLEY.
 GD0761'1.2 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0761'STATION AT FINLEY, DYER COUNTY, 300 FEET SOUTH-SOUTHEAST OF THE
 GD0761'CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD, 17 FEET WEST-SOUTHWEST
 GD0761'OF THE CENTERLINE OF THE TRACK, AT THE INTERSECTION OF THE
 GD0761'NORTH-AND-SOUTH GRAVEL ROAD AND AN EAST-AND-WEST DIRT ROAD, 110
 GD0761'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH GRAVEL ROAD,
 GD0761'40 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST DIRT ROAD,
 GD0761'13 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 15-FOOT WOODEN
 GD0761'TRESTLE, 17 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST
 GD0761'DITCH, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 2.5 FEET
 GD0761'WEST OF A WHITE WOODEN WITNESS POST, AND 0.5 FOOT BELOW THE
 GD0761'SURFACE OF THE GROUND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 GD0761'CAP, STAMPED BARNS A 41.17-4 AND RIVETED ON THE TOP OF A 3-1/2
 GD0761'INCH IRON PIPE.
 GD0761
 GD0761                          STATION RECOVERY (2002)
 GD0761
 GD0761'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0761'DIRT AND DEBRIS PILED PLUS OR MINUS 4 FT AT MONUMENT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0969 ***********************************************************************
 FC0969  DESIGNATION -  A 42
 FC0969  PID         -  FC0969
 FC0969  STATE/COUNTY-  TN/BLEDSOE
 FC0969  USGS QUAD   -  BROCKDELL (1989)
 FC0969
 FC0969                         *CURRENT SURVEY CONTROL
 FC0969  ___________________________________________________________________
 FC0969* NAD 83(1986)-  35 30 37.     (N)    085 17 04.     (W)     SCALED    
 FC0969* NAVD 88     -       246.506  (meters)     808.75   (feet)  ADJUSTED  
 FC0969  ___________________________________________________________________
 FC0969  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC0969  DYNAMIC HT  -         246.272 (meters)     807.98  (feet)  COMP
 FC0969  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 FC0969
 FC0969  VERT ORDER  -  SECOND    CLASS 0
 FC0969
 FC0969.The horizontal coordinates were scaled from a topographic map and have
 FC0969.an estimated accuracy of +/- 6 seconds.
 FC0969
 FC0969.The orthometric height was determined by differential leveling
 FC0969.and adjusted by the National Geodetic Survey in June 1991..
 FC0969
 FC0969.The geoid height was determined by GEOID03.
 FC0969
 FC0969.The dynamic height is computed by dividing the NAVD 88
 FC0969.geopotential number by the normal gravity value computed on the
 FC0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0969.degrees latitude (g = 980.6199 gals.).
 FC0969
 FC0969.The modeled gravity was interpolated from observed gravity values.
 FC0969
 FC0969;                    North         East    Units  Estimated Accuracy
 FC0969;SPC TN       -   130,820.      664,910.      MT  (+/- 180 meters Scaled)
 FC0969
 FC0969                          SUPERSEDED SURVEY CONTROL
 FC0969
 FC0969  NGVD 29 (??/??/92)  246.550  (m)          808.89   (f) ADJ UNCH    2 0
 FC0969
 FC0969.Superseded values are not recommended for survey control.
 FC0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0969.See file dsdata.txt to determine how the superseded data were derived.
 FC0969
 FC0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE555309(NAD 83)
 FC0969_MARKER: DB = BENCH MARK DISK
 FC0969_SETTING: 66 = SET IN ROCK OUTCROP
 FC0969_SP_SET: BEDROCK
 FC0969_STAMPING: A 42 1934
 FC0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0969+STABILITY: POSITION/ELEVATION WELL
 FC0969
 FC0969  HISTORY     - Date     Condition        Report By
 FC0969  HISTORY     - 1934     MONUMENTED       CGS
 FC0969  HISTORY     - 1944     GOOD             NGS
 FC0969
 FC0969                          STATION DESCRIPTION
 FC0969
 FC0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 FC0969'AT COLLEGE.
 FC0969'AT COLLEGE, BLEDSOE COUNTY, 60 FEET EAST OF THE NASHVILLE,
 FC0969'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, AT MILEAGE 48.7,
 FC0969'30 FEET EAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP
 FC0969'OF BED ROCK.  A STANDARD DISK, STAMPED A 42 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1494 ***********************************************************************
 FC1494  DESIGNATION -  A 43
 FC1494  PID         -  FC1494
 FC1494  STATE/COUNTY-  TN/WHITE
 FC1494  USGS QUAD   -  DOYLE (1981)
 FC1494
 FC1494                         *CURRENT SURVEY CONTROL
 FC1494  ___________________________________________________________________
 FC1494* NAD 83(1986)-  35 51 00.     (N)    085 30 43.     (W)     SCALED    
 FC1494* NAVD 88     -       289.853  (meters)     950.96   (feet)  ADJUSTED  
 FC1494  ___________________________________________________________________
 FC1494  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1494  DYNAMIC HT  -         289.592 (meters)     950.10  (feet)  COMP
 FC1494  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 FC1494
 FC1494  VERT ORDER  -  SECOND    CLASS 0
 FC1494
 FC1494.The horizontal coordinates were scaled from a topographic map and have
 FC1494.an estimated accuracy of +/- 6 seconds.
 FC1494
 FC1494.The orthometric height was determined by differential leveling
 FC1494.and adjusted by the National Geodetic Survey in June 1991..
 FC1494
 FC1494.The geoid height was determined by GEOID03.
 FC1494
 FC1494.The dynamic height is computed by dividing the NAVD 88
 FC1494.geopotential number by the normal gravity value computed on the
 FC1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1494.degrees latitude (g = 980.6199 gals.).
 FC1494
 FC1494.The modeled gravity was interpolated from observed gravity values.
 FC1494
 FC1494;                    North         East    Units  Estimated Accuracy
 FC1494;SPC TN       -   168,380.      644,090.      MT  (+/- 180 meters Scaled)
 FC1494
 FC1494                          SUPERSEDED SURVEY CONTROL
 FC1494
 FC1494  NGVD 29 (??/??/92)  289.912  (m)          951.15   (f) ADJ UNCH    2 0
 FC1494
 FC1494.Superseded values are not recommended for survey control.
 FC1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1494.See file dsdata.txt to determine how the superseded data were derived.
 FC1494
 FC1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE343683(NAD 83)
 FC1494_MARKER: DB = BENCH MARK DISK
 FC1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1494_STAMPING: A 43 1934
 FC1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1494+STABILITY: SURFACE MOTION
 FC1494
 FC1494  HISTORY     - Date     Condition        Report By
 FC1494  HISTORY     - 1934     MONUMENTED       CGS
 FC1494  HISTORY     - 1958     GOOD             NGS
 FC1494  HISTORY     - 20060906 MARK NOT FOUND   INDIV
 FC1494
 FC1494                          STATION DESCRIPTION
 FC1494
 FC1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FC1494'AT DOYLE.
 FC1494'USGS REPORTED THAT THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 FC1494'AT DOYLE, WHITE COUNTY, AT DOYLE INSTITUTE, 25 FEET WEST OF THE
 FC1494'NORTHEAST CORNER OF THE INSTITUTE YARD, 4 FEET SOUTH OF A FENCE,
 FC1494'AND 2 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY SIGN.  A STANDARD
 FC1494'DISK, STAMPED A 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1494
 FC1494                          STATION RECOVERY (2006)
 FC1494
 FC1494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 FC1494'PROBABLY DESTROYED DUE TO ROAD IMPROVEMENTS. ALSO DOYLE INSTITUTE HAS
 FC1494'BEEN TORN DOWN.  DOYLE ELEMENTARY SCHOOL NOW AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1040 ***********************************************************************
 FC1040  DESIGNATION -  A 44
 FC1040  PID         -  FC1040
 FC1040  STATE/COUNTY-  TN/BLEDSOE
 FC1040  USGS QUAD   -  PIKEVILLE (1977)
 FC1040
 FC1040                         *CURRENT SURVEY CONTROL
 FC1040  ___________________________________________________________________
 FC1040* NAD 83(1986)-  35 35 50.     (N)    085 11 30.     (W)     SCALED    
 FC1040* NAVD 88     -       259.981  (meters)     852.95   (feet)  ADJUSTED  
 FC1040  ___________________________________________________________________
 FC1040  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1040  DYNAMIC HT  -         259.736 (meters)     852.15  (feet)  COMP
 FC1040  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FC1040
 FC1040  VERT ORDER  -  SECOND    CLASS 0
 FC1040
 FC1040.The horizontal coordinates were scaled from a topographic map and have
 FC1040.an estimated accuracy of +/- 6 seconds.
 FC1040
 FC1040.The orthometric height was determined by differential leveling
 FC1040.and adjusted by the National Geodetic Survey in June 1991..
 FC1040
 FC1040.The geoid height was determined by GEOID03.
 FC1040
 FC1040.The dynamic height is computed by dividing the NAVD 88
 FC1040.geopotential number by the normal gravity value computed on the
 FC1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1040.degrees latitude (g = 980.6199 gals.).
 FC1040
 FC1040.The modeled gravity was interpolated from observed gravity values.
 FC1040
 FC1040;                    North         East    Units  Estimated Accuracy
 FC1040;SPC TN       -   140,530.      673,250.      MT  (+/- 180 meters Scaled)
 FC1040
 FC1040                          SUPERSEDED SURVEY CONTROL
 FC1040
 FC1040  NGVD 29 (??/??/92)  260.037  (m)          853.14   (f) ADJ UNCH    2 0
 FC1040
 FC1040.Superseded values are not recommended for survey control.
 FC1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1040.See file dsdata.txt to determine how the superseded data were derived.
 FC1040
 FC1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE638407(NAD 83)
 FC1040_MARKER: DB = BENCH MARK DISK
 FC1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1040_SP_SET: SQUARE CONCRETE MONUMENT
 FC1040_STAMPING: A 44 1934
 FC1040_MARK LOGO: CGS   
 FC1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1040+STABILITY: SURFACE MOTION
 FC1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1040+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1987
 FC1040
 FC1040  HISTORY     - Date     Condition        Report By
 FC1040  HISTORY     - 1934     MONUMENTED       CGS
 FC1040  HISTORY     - 1934     GOOD             NGS
 FC1040  HISTORY     - 19870106 GOOD             TNDT
 FC1040
 FC1040                          STATION DESCRIPTION
 FC1040
 FC1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1040'AT PIKEVILLE.
 FC1040'AT PIKEVILLE, BLEDSOE COUNTY, AT THE SOUTH EDGE OF TOWN, AT
 FC1040'THE PUBLIC SCHOOL, AT THE NORTHEAST CORNER OF THE SCHOOLYARD,
 FC1040'170 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING,
 FC1040'30 FEET SOUTH OF THE CORNER OF THE YARD, 6 FEET WEST OF THE
 FC1040'SIDEWALK, AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.  A STANDARD
 FC1040'DISK, STAMPED A 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1040
 FC1040                          STATION RECOVERY (1987)
 FC1040
 FC1040'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 FC1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1895 ***********************************************************************
 FB1895  DESIGNATION -  A 45
 FB1895  PID         -  FB1895
 FB1895  STATE/COUNTY-  TN/KNOX
 FB1895  USGS QUAD   -  KNOXVILLE (1978)
 FB1895
 FB1895                         *CURRENT SURVEY CONTROL
 FB1895  ___________________________________________________________________
 FB1895* NAD 83(1986)-  35 57 39.     (N)    083 55 06.     (W)     SCALED    
 FB1895* NAVD 88     -       280.100  (meters)     918.96   (feet)  ADJUSTED  
 FB1895  ___________________________________________________________________
 FB1895  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1895  DYNAMIC HT  -         279.842 (meters)     918.12  (feet)  COMP
 FB1895  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FB1895
 FB1895  VERT ORDER  -  FIRST     CLASS II
 FB1895
 FB1895.The horizontal coordinates were scaled from a topographic map and have
 FB1895.an estimated accuracy of +/- 6 seconds.
 FB1895
 FB1895.The orthometric height was determined by differential leveling
 FB1895.and adjusted by the National Geodetic Survey in June 1991..
 FB1895
 FB1895.The geoid height was determined by GEOID03.
 FB1895
 FB1895.The dynamic height is computed by dividing the NAVD 88
 FB1895.geopotential number by the normal gravity value computed on the
 FB1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1895.degrees latitude (g = 980.6199 gals.).
 FB1895
 FB1895.The modeled gravity was interpolated from observed gravity values.
 FB1895
 FB1895;                    North         East    Units  Estimated Accuracy
 FB1895;SPC TN       -   182,570.      787,760.      MT  (+/- 180 meters Scaled)
 FB1895
 FB1895                          SUPERSEDED SURVEY CONTROL
 FB1895
 FB1895  NGVD 29 (12/12/91)  280.232  (m)          919.39   (f) ADJUSTED    1 2
 FB1895
 FB1895.Superseded values are not recommended for survey control.
 FB1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1895.See file dsdata.txt to determine how the superseded data were derived.
 FB1895
 FB1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV368835(NAD 83)
 FB1895_MARKER: DB = BENCH MARK DISK
 FB1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1895_STAMPING: A 45 1934
 FB1895_MARK LOGO: CGS   
 FB1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1895+STABILITY: SURFACE MOTION
 FB1895
 FB1895  HISTORY     - Date     Condition        Report By
 FB1895  HISTORY     - 1934     MONUMENTED       CGS
 FB1895  HISTORY     - 1943     GOOD             NGS
 FB1895  HISTORY     - 1983     GOOD             NGS
 FB1895  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1895
 FB1895                          STATION DESCRIPTION
 FB1895
 FB1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FB1895'AT KNOXVILLE.
 FB1895'AT KNOXVILLE, AT THE NEW POST OFFICE, AT THE NORTHWEST CORNER OF
 FB1895'MAIN AND WALNUT STREETS, IN THE SOUTHEAST CORNER OF THE LAWN, 12
 FB1895'FEET FROM THE WEST EDGE OF THE SIDEWALK ALONG WALNUT STREET,
 FB1895'AND 6 INCHES FROM THE NORTH EDGE OF THE SIDEWALK ALONG MAIN
 FB1895'STREET.  A STANDARD DISK, STAMPED A 45 1934 AND SET IN THE TOP OF
 FB1895'A CONCRETE POST.
 FB1895
 FB1895                          STATION RECOVERY (1983)
 FB1895
 FB1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1895'RECOVERED IN GOOD CONDITION.
 FB1895
 FB1895                          STATION RECOVERY (2001)
 FB1895
 FB1895'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2287 ***********************************************************************
 GA2287  DESIGNATION -  A 46
 GA2287  PID         -  GA2287
 GA2287  STATE/COUNTY-  TN/CLAIBORNE
 GA2287  USGS QUAD   -  TAZEWELL (1971)
 GA2287
 GA2287                         *CURRENT SURVEY CONTROL
 GA2287  ___________________________________________________________________
 GA2287* NAD 83(1986)-  36 23 17.     (N)    083 34 09.     (W)     SCALED    
 GA2287* NAVD 88     -       318.251  (meters)    1044.13   (feet)  ADJUSTED  
 GA2287  ___________________________________________________________________
 GA2287  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2287  DYNAMIC HT  -         317.963 (meters)    1043.18  (feet)  COMP
 GA2287  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GA2287
 GA2287  VERT ORDER  -  SECOND    CLASS 0
 GA2287
 GA2287.The horizontal coordinates were scaled from a topographic map and have
 GA2287.an estimated accuracy of +/- 6 seconds.
 GA2287
 GA2287.The orthometric height was determined by differential leveling
 GA2287.and adjusted by the National Geodetic Survey in June 1991..
 GA2287
 GA2287.The geoid height was determined by GEOID03.
 GA2287
 GA2287.The dynamic height is computed by dividing the NAVD 88
 GA2287.geopotential number by the normal gravity value computed on the
 GA2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2287.degrees latitude (g = 980.6199 gals.).
 GA2287
 GA2287.The modeled gravity was interpolated from observed gravity values.
 GA2287
 GA2287;                    North         East    Units  Estimated Accuracy
 GA2287;SPC TN       -   230,680.      818,070.      MT  (+/- 180 meters Scaled)
 GA2287
 GA2287                          SUPERSEDED SURVEY CONTROL
 GA2287
 GA2287  NGVD 29 (??/??/92)  318.334  (m)         1044.40   (f) ADJ UNCH    2 0
 GA2287
 GA2287.Superseded values are not recommended for survey control.
 GA2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2287.See file dsdata.txt to determine how the superseded data were derived.
 GA2287
 GA2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA695300(NAD 83)
 GA2287_MARKER: DB = BENCH MARK DISK
 GA2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2287_STAMPING: A 46 1934
 GA2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2287+STABILITY: SURFACE MOTION
 GA2287
 GA2287  HISTORY     - Date     Condition        Report By
 GA2287  HISTORY     - 1934     MONUMENTED       CGS
 GA2287  HISTORY     - 1950     GOOD             NGS
 GA2287
 GA2287                          STATION DESCRIPTION
 GA2287
 GA2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2287'1 MI SE FROM LONE MOUNTAIN.
 GA2287'1.0 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2287'AT LONE MOUNTAIN, CLAIBORNE COUNTY, NEAR MILEAGE 42.9, 7.5 FEET
 GA2287'NORTHEAST OF A STATION-ONE-MILE SIGN, 82 FEET SOUTHEAST OF A
 GA2287'POLE WITH A NAIL AND BOTTLE CAP, 35 FEET NORTH OF A PRIVATE
 GA2287'ROAD (THE ROAD ENDS AT THE TRACK), 57.1 FEET NORTHWEST OF THE
 GA2287'TOP VERTICAL RAIL OF THE ROAD BLOCK NEAREST THE TRACK, AND 1
 GA2287'FOOT SOUTHEAST OF A FENCE LINE.  A STANDARD DISK, STAMPED
 GA2287'A 46 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS
 GA2287'REPORTED IN JANUARY 1950 THAT THE CORNER OF THE CONCRETE HAS
 GA2287'BEEN CHIPPED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1896 ***********************************************************************
 FB1896  DESIGNATION -  A 47
 FB1896  PID         -  FB1896
 FB1896  STATE/COUNTY-  TN/KNOX
 FB1896  USGS QUAD   -  KNOXVILLE (1978)
 FB1896
 FB1896                         *CURRENT SURVEY CONTROL
 FB1896  ___________________________________________________________________
 FB1896* NAD 83(1986)-  35 57 38.     (N)    083 55 00.     (W)     SCALED    
 FB1896* NAVD 88     -       282.870  (meters)     928.05   (feet)  ADJUSTED  
 FB1896  ___________________________________________________________________
 FB1896  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1896  DYNAMIC HT  -         282.610 (meters)     927.20  (feet)  COMP
 FB1896  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FB1896
 FB1896  VERT ORDER  -  FIRST     CLASS II
 FB1896
 FB1896.The horizontal coordinates were scaled from a topographic map and have
 FB1896.an estimated accuracy of +/- 6 seconds.
 FB1896
 FB1896.The orthometric height was determined by differential leveling
 FB1896.and adjusted by the National Geodetic Survey in June 1991..
 FB1896
 FB1896.The geoid height was determined by GEOID03.
 FB1896
 FB1896.The dynamic height is computed by dividing the NAVD 88
 FB1896.geopotential number by the normal gravity value computed on the
 FB1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1896.degrees latitude (g = 980.6199 gals.).
 FB1896
 FB1896.The modeled gravity was interpolated from observed gravity values.
 FB1896
 FB1896;                    North         East    Units  Estimated Accuracy
 FB1896;SPC TN       -   182,540.      787,910.      MT  (+/- 180 meters Scaled)
 FB1896
 FB1896                          SUPERSEDED SURVEY CONTROL
 FB1896
 FB1896  NGVD 29 (12/12/91)  283.002  (m)          928.48   (f) ADJUSTED    1 2
 FB1896
 FB1896.Superseded values are not recommended for survey control.
 FB1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1896.See file dsdata.txt to determine how the superseded data were derived.
 FB1896
 FB1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV369835(NAD 83)
 FB1896_MARKER: DB = BENCH MARK DISK
 FB1896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1896_SP_SET: BUILDING
 FB1896_STAMPING: A 47 1934
 FB1896_MARK LOGO: CGS   
 FB1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1896+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1896
 FB1896  HISTORY     - Date     Condition        Report By
 FB1896  HISTORY     - 1934     MONUMENTED       CGS
 FB1896  HISTORY     - 1950     GOOD             NGS
 FB1896  HISTORY     - 1983     GOOD             NGS
 FB1896  HISTORY     - 20010322 GOOD             USPSQD
 FB1896  HISTORY     - 20060112 GOOD             USPSQD
 FB1896
 FB1896                          STATION DESCRIPTION
 FB1896
 FB1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1896'AT KNOXVILLE.
 FB1896'AT KNOXVILLE, AT THE CORNER OF MAIN AND MARKET STREETS, IN THE
 FB1896'WEST SIDE OF THE COURTHOUSE, 15.8 FEET NORTH OF THE SOUTH EDGE,
 FB1896'90 FEET EAST OF THE WEST CURB LINE OF MAIN STREET, AND ABOUT
 FB1896'3-1/2 FEET HIGHER THAN THE WALK.  A STANDARD DISK, STAMPED A
 FB1896'47 1934 AND SET VERTICALLY.
 FB1896
 FB1896                          STATION RECOVERY (1983)
 FB1896
 FB1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1896'RECOVERED IN GOOD CONDITION.
 FB1896
 FB1896                          STATION RECOVERY (2001)
 FB1896
 FB1896'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1896'RECOVERED IN GOOD CONDITION.
 FB1896
 FB1896                          STATION RECOVERY (2006)
 FB1896
 FB1896'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1676 ***********************************************************************
 GB1676  DESIGNATION -  A 48
 GB1676  PID         -  GB1676
 GB1676  STATE/COUNTY-  TN/CUMBERLAND
 GB1676  USGS QUAD   -  CLARKRANGE (1974)
 GB1676
 GB1676                         *CURRENT SURVEY CONTROL
 GB1676  ___________________________________________________________________
 GB1676* NAD 83(1986)-  36 07 49.     (N)    085 02 55.     (W)     SCALED    
 GB1676* NAVD 88     -       563.127  (meters)    1847.53   (feet)  ADJUSTED  
 GB1676  ___________________________________________________________________
 GB1676  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GB1676  DYNAMIC HT  -         562.615 (meters)    1845.85  (feet)  COMP
 GB1676  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GB1676
 GB1676  VERT ORDER  -  SECOND    CLASS 0
 GB1676
 GB1676.The horizontal coordinates were scaled from a topographic map and have
 GB1676.an estimated accuracy of +/- 6 seconds.
 GB1676
 GB1676.The orthometric height was determined by differential leveling
 GB1676.and adjusted by the National Geodetic Survey in June 1991..
 GB1676
 GB1676.The geoid height was determined by GEOID03.
 GB1676
 GB1676.The dynamic height is computed by dividing the NAVD 88
 GB1676.geopotential number by the normal gravity value computed on the
 GB1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1676.degrees latitude (g = 980.6199 gals.).
 GB1676
 GB1676.The modeled gravity was interpolated from observed gravity values.
 GB1676
 GB1676;                    North         East    Units  Estimated Accuracy
 GB1676;SPC TN       -   199,790.      685,640.      MT  (+/- 180 meters Scaled)
 GB1676
 GB1676                          SUPERSEDED SURVEY CONTROL
 GB1676
 GB1676  NGVD 29 (??/??/92)  563.196  (m)         1847.75   (f) ADJ UNCH    2 0
 GB1676
 GB1676.Superseded values are not recommended for survey control.
 GB1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1676.See file dsdata.txt to determine how the superseded data were derived.
 GB1676
 GB1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF755001(NAD 83)
 GB1676_MARKER: DB = BENCH MARK DISK
 GB1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1676_STAMPING: A 48 1934
 GB1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1676+STABILITY: SURFACE MOTION
 GB1676
 GB1676  HISTORY     - Date     Condition        Report By
 GB1676  HISTORY     - 1934     MONUMENTED       CGS
 GB1676
 GB1676                          STATION DESCRIPTION
 GB1676
 GB1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1676'5.5 MI S FROM CLARKRANGE.
 GB1676'IN CUMBERLAND COUNTY, 5.5 MILES SOUTH ALONG STATE HIGHWAY 28 FROM
 GB1676'CLARKRANGE, FENTRESS COUNTY, AT THE EDGE OF THE TIMBERLINE, 18
 GB1676'FEET EAST OF A HIGHWAY DITCH, AND 30 FEET EAST OF THE CENTERLINE
 GB1676'OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 48 1934 AND SET IN THE
 GB1676'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0985 ***********************************************************************
 GB0985  DESIGNATION -  A 49
 GB0985  PID         -  GB0985
 GB0985  STATE/COUNTY-  TN/MORGAN
 GB0985  USGS QUAD   -  RUGBY (1984)
 GB0985
 GB0985                         *CURRENT SURVEY CONTROL
 GB0985  ___________________________________________________________________
 GB0985* NAD 83(1986)-  36 17 36.     (N)    084 43 37.     (W)     SCALED    
 GB0985* NAVD 88     -       437.185  (meters)    1434.33   (feet)  ADJUSTED  
 GB0985  ___________________________________________________________________
 GB0985  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GB0985  DYNAMIC HT  -         436.803 (meters)    1433.08  (feet)  COMP
 GB0985  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 GB0985
 GB0985  VERT ORDER  -  SECOND    CLASS 0
 GB0985
 GB0985.The horizontal coordinates were scaled from a topographic map and have
 GB0985.an estimated accuracy of +/- 6 seconds.
 GB0985
 GB0985.The orthometric height was determined by differential leveling
 GB0985.and adjusted by the National Geodetic Survey in June 1991..
 GB0985
 GB0985.The geoid height was determined by GEOID03.
 GB0985
 GB0985.The dynamic height is computed by dividing the NAVD 88
 GB0985.geopotential number by the normal gravity value computed on the
 GB0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0985.degrees latitude (g = 980.6199 gals.).
 GB0985
 GB0985.The modeled gravity was interpolated from observed gravity values.
 GB0985
 GB0985;                    North         East    Units  Estimated Accuracy
 GB0985;SPC TN       -   218,210.      714,350.      MT  (+/- 180 meters Scaled)
 GB0985
 GB0985                          SUPERSEDED SURVEY CONTROL
 GB0985
 GB0985  NGVD 29 (??/??/92)  437.296  (m)         1434.70   (f) ADJ UNCH    2 0
 GB0985
 GB0985.Superseded values are not recommended for survey control.
 GB0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0985.See file dsdata.txt to determine how the superseded data were derived.
 GB0985
 GB0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF041188(NAD 83)
 GB0985_MARKER: DB = BENCH MARK DISK
 GB0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0985_STAMPING: A 49 1934
 GB0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0985+STABILITY: SURFACE MOTION
 GB0985
 GB0985  HISTORY     - Date     Condition        Report By
 GB0985  HISTORY     - 1934     MONUMENTED       CGS
 GB0985  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB0985
 GB0985                          STATION DESCRIPTION
 GB0985
 GB0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0985'6.3 MI NW FROM SUNBRIGHT.
 GB0985'6.3 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0985'SUNBRIGHT, MORGAN COUNTY, 200 FEET SOUTHWEST OF THE HOME OF
 GB0985'CLYE GRIFFITH, AT A U-CURVE, AT THE HEAD OF A DRAIN, AND 24 FEET
 GB0985'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB0985'A 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1400 ***********************************************************************
 GC1400  DESIGNATION -  A 4=PTS 4
 GC1400  PID         -  GC1400
 GC1400  STATE/COUNTY-  TN/CHEATHAM
 GC1400  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1400
 GC1400                         *CURRENT SURVEY CONTROL
 GC1400  ___________________________________________________________________
 GC1400* NAD 83(1986)-  36 20 33.     (N)    087 13 46.     (W)     SCALED    
 GC1400* NAVD 88     -       124.501  (meters)     408.47   (feet)  ADJUSTED  
 GC1400  ___________________________________________________________________
 GC1400  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1400  DYNAMIC HT  -         124.398 (meters)     408.13  (feet)  COMP
 GC1400  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GC1400
 GC1400  VERT ORDER  -  FIRST     CLASS II
 GC1400
 GC1400.The horizontal coordinates were scaled from a topographic map and have
 GC1400.an estimated accuracy of +/- 6 seconds.
 GC1400
 GC1400.The orthometric height was determined by differential leveling
 GC1400.and adjusted by the National Geodetic Survey in June 1991..
 GC1400
 GC1400.The geoid height was determined by GEOID03.
 GC1400
 GC1400.The dynamic height is computed by dividing the NAVD 88
 GC1400.geopotential number by the normal gravity value computed on the
 GC1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1400.degrees latitude (g = 980.6199 gals.).
 GC1400
 GC1400.The modeled gravity was interpolated from observed gravity values.
 GC1400
 GC1400;                    North         East    Units  Estimated Accuracy
 GC1400;SPC TN       -   223,610.      489,630.      MT  (+/- 180 meters Scaled)
 GC1400
 GC1400                          SUPERSEDED SURVEY CONTROL
 GC1400
 GC1400  NGVD 29 (??/??/92)  124.561  (m)          408.66   (f) ADJ UNCH    1 2
 GC1400
 GC1400.Superseded values are not recommended for survey control.
 GC1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1400.See file dsdata.txt to determine how the superseded data were derived.
 GC1400
 GC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF794219(NAD 83)
 GC1400_MARKER: DB = BENCH MARK DISK
 GC1400_SETTING: 66 = SET IN ROCK OUTCROP
 GC1400_SP_SET: ROCK CLIFF
 GC1400_STAMPING: A 4 1921 PT STA NO 4 W 1925 TENN
 GC1400_MARK LOGO: CGS   
 GC1400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1400+STABILITY: POSITION/ELEVATION WELL
 GC1400
 GC1400  HISTORY     - Date     Condition        Report By
 GC1400  HISTORY     - 1921     MONUMENTED       CGS
 GC1400  HISTORY     - 1949     GOOD             NGS
 GC1400  HISTORY     - 1984     GOOD             NGS
 GC1400
 GC1400                          STATION DESCRIPTION
 GC1400
 GC1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1400'10.6 MI NW FROM ASHLAND CITY.
 GC1400'10.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1400'THE STATION AT ASHLAND CITY, AT DODDSVILLE, 115 YARDS EAST
 GC1400'AND ACROSS THE TRACK FROM THE STATION SIGN, 37 FEET NORTHWEST
 GC1400'OF THE SOUTHEAST END OF A ROCKY CUT, 160 FEET NORTHWEST OF THE
 GC1400'NORTH CORNER OF TRESTLE NO. H 39-57 OVER A ROAD AND CREEK, 23.2
 GC1400'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 9.5 FEET
 GC1400'NORTHEAST OF THE NORTHEAST RAIL OF A SWITCH TRACK, AND SET
 GC1400'VERTICALLY IN THE SOUTHWEST FACE OF A ROCKY CLIFF ABOUT 3 FEET
 GC1400'ABOVE THE TRACK.
 GC1400
 GC1400                          STATION RECOVERY (1984)
 GC1400
 GC1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1400'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1856 ***********************************************************************
 GA1856  DESIGNATION -  A 5
 GA1856  PID         -  GA1856
 GA1856  STATE/COUNTY-  TN/HAMBLEN
 GA1856  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1856
 GA1856                         *CURRENT SURVEY CONTROL
 GA1856  ___________________________________________________________________
 GA1856* NAD 83(1986)-  36 16 19.     (N)    083 08 12.     (W)     SCALED    
 GA1856* NAVD 88     -       362.262  (meters)    1188.52   (feet)  ADJUSTED  
 GA1856  ___________________________________________________________________
 GA1856  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA1856  DYNAMIC HT  -         361.931 (meters)    1187.44  (feet)  COMP
 GA1856  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA1856
 GA1856  VERT ORDER  -  FIRST     CLASS I
 GA1856
 GA1856.The horizontal coordinates were scaled from a topographic map and have
 GA1856.an estimated accuracy of +/- 6 seconds.
 GA1856
 GA1856.The orthometric height was determined by differential leveling
 GA1856.and adjusted by the National Geodetic Survey in June 1991..
 GA1856
 GA1856.The geoid height was determined by GEOID03.
 GA1856
 GA1856.The dynamic height is computed by dividing the NAVD 88
 GA1856.geopotential number by the normal gravity value computed on the
 GA1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1856.degrees latitude (g = 980.6199 gals.).
 GA1856
 GA1856.The modeled gravity was interpolated from observed gravity values.
 GA1856
 GA1856;                    North         East    Units  Estimated Accuracy
 GA1856;SPC TN       -   218,850.      857,240.      MT  (+/- 180 meters Scaled)
 GA1856
 GA1856                          SUPERSEDED SURVEY CONTROL
 GA1856
 GA1856  NGVD 29 (??/??/92)  362.410  (m)         1189.01   (f) ADJ UNCH    1 1
 GA1856
 GA1856.Superseded values are not recommended for survey control.
 GA1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1856.See file dsdata.txt to determine how the superseded data were derived.
 GA1856
 GA1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA080162(NAD 83)
 GA1856_MARKER: DB = BENCH MARK DISK
 GA1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1856_STAMPING: A 5 1931 1189.387
 GA1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1856+STABILITY: SURFACE MOTION
 GA1856
 GA1856  HISTORY     - Date     Condition        Report By
 GA1856  HISTORY     - 1931     MONUMENTED       CGS
 GA1856  HISTORY     - 1967     GOOD             NGS
 GA1856
 GA1856                          STATION DESCRIPTION
 GA1856
 GA1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1856'0.4 MI E FROM WHITESBURG.
 GA1856'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA1856'AT THE SMALL COMMUNITY OF WHITESBURG, THENCE 0.05 MILE SOUTHEAST
 GA1856'ALONG A PAVED ROAD, OR ABOUT 3.4 MILES NORTHWEST ALONG THE
 GA1856'SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT BULLS GAP,
 GA1856'115 FEET WEST OF MILEPOST 79, 198 FEET SOUTHWEST OF THE CENTERLINE
 GA1856'OF THE PAVED ROAD, 79 FEET NORTHWEST AND ACROSS THE TRACK FROM THE
 GA1856'WEST CORNER OF A BRICK HOUSE, 24 FEET NORTHWEST OF THE NORTHWEST
 GA1856'RAIL OF THE SOUTHERN RAILWAY COMPANY RAILROAD TRACK, 18 1/2 FEET
 GA1856'EAST OF A POLE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 GA1856'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0566 ***********************************************************************
 GB0566  DESIGNATION -  A 50
 GB0566  PID         -  GB0566
 GB0566  STATE/COUNTY-  TN/CAMPBELL
 GB0566  USGS QUAD   -  JACKSBORO (1991)
 GB0566
 GB0566                         *CURRENT SURVEY CONTROL
 GB0566  ___________________________________________________________________
 GB0566* NAD 83(1986)-  36 19 15.     (N)    084 14 31.     (W)     SCALED    
 GB0566* NAVD 88     -       350.815  (meters)    1150.97   (feet)  ADJUSTED  
 GB0566  ___________________________________________________________________
 GB0566  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GB0566  DYNAMIC HT  -         350.503 (meters)    1149.94  (feet)  COMP
 GB0566  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GB0566
 GB0566  VERT ORDER  -  SECOND    CLASS 0
 GB0566
 GB0566.The horizontal coordinates were scaled from a topographic map and have
 GB0566.an estimated accuracy of +/- 6 seconds.
 GB0566
 GB0566.The orthometric height was determined by differential leveling
 GB0566.and adjusted by the National Geodetic Survey in June 1991..
 GB0566
 GB0566.The geoid height was determined by GEOID03.
 GB0566
 GB0566.The dynamic height is computed by dividing the NAVD 88
 GB0566.geopotential number by the normal gravity value computed on the
 GB0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0566.degrees latitude (g = 980.6199 gals.).
 GB0566
 GB0566.The modeled gravity was interpolated from observed gravity values.
 GB0566
 GB0566;                    North         East    Units  Estimated Accuracy
 GB0566;SPC TN       -   221,930.      757,860.      MT  (+/- 180 meters Scaled)
 GB0566
 GB0566                          SUPERSEDED SURVEY CONTROL
 GB0566
 GB0566  NGVD 29 (??/??/92)  350.919  (m)         1151.31   (f) ADJ UNCH    2 0
 GB0566
 GB0566.Superseded values are not recommended for survey control.
 GB0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0566.See file dsdata.txt to determine how the superseded data were derived.
 GB0566
 GB0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF475230(NAD 83)
 GB0566_MARKER: DB = BENCH MARK DISK
 GB0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0566_SP_SET: ABUTMENT
 GB0566_STAMPING: A 50 1934
 GB0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0566
 GB0566  HISTORY     - Date     Condition        Report By
 GB0566  HISTORY     - 1934     MONUMENTED       CGS
 GB0566  HISTORY     - 1949     GOOD             NGS
 GB0566  HISTORY     - 1973     GOOD             TVA
 GB0566
 GB0566                          STATION DESCRIPTION
 GB0566
 GB0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0566'1.5 MI SE FROM BLOCK.
 GB0566'1.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM BLOCK,
 GB0566'CAMPBELL COUNTY, AT BRIDGE 1 OVER COVER CREEK, IN THE TOP OF
 GB0566'THE NORTH END OF THE BACKWALL OF THE WEST CONCRETE ABUTMENT,
 GB0566'AND 4 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 GB0566'A 50 1934.
 GB0566
 GB0566                          STATION RECOVERY (1973)
 GB0566
 GB0566'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0599 ***********************************************************************
 GB0599  DESIGNATION -  A 51
 GB0599  PID         -  GB0599
 GB0599  STATE/COUNTY-  TN/CAMPBELL
 GB0599  USGS QUAD   -  LA FOLLETTE (1990)
 GB0599
 GB0599                         *CURRENT SURVEY CONTROL
 GB0599  ___________________________________________________________________
 GB0599* NAD 83(1986)-  36 25 36.     (N)    084 05 10.     (W)     SCALED    
 GB0599* NAVD 88     -       408.964  (meters)    1341.74   (feet)  ADJUSTED  
 GB0599  ___________________________________________________________________
 GB0599  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB0599  DYNAMIC HT  -         408.598 (meters)    1340.54  (feet)  COMP
 GB0599  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0599
 GB0599  VERT ORDER  -  SECOND    CLASS 0
 GB0599
 GB0599.The horizontal coordinates were scaled from a topographic map and have
 GB0599.an estimated accuracy of +/- 6 seconds.
 GB0599
 GB0599.The orthometric height was determined by differential leveling
 GB0599.and adjusted by the National Geodetic Survey in June 1991..
 GB0599
 GB0599.The geoid height was determined by GEOID03.
 GB0599
 GB0599.The dynamic height is computed by dividing the NAVD 88
 GB0599.geopotential number by the normal gravity value computed on the
 GB0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0599.degrees latitude (g = 980.6199 gals.).
 GB0599
 GB0599.The modeled gravity was interpolated from observed gravity values.
 GB0599
 GB0599;                    North         East    Units  Estimated Accuracy
 GB0599;SPC TN       -   233,940.      771,620.      MT  (+/- 180 meters Scaled)
 GB0599
 GB0599                          SUPERSEDED SURVEY CONTROL
 GB0599
 GB0599  NGVD 29 (??/??/92)  409.068  (m)         1342.08   (f) ADJ UNCH    2 0
 GB0599
 GB0599.Superseded values are not recommended for survey control.
 GB0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0599.See file dsdata.txt to determine how the superseded data were derived.
 GB0599
 GB0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF612352(NAD 83)
 GB0599_MARKER: DB = BENCH MARK DISK
 GB0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0599_STAMPING: A 51 1934
 GB0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0599+STABILITY: SURFACE MOTION
 GB0599
 GB0599  HISTORY     - Date     Condition        Report By
 GB0599  HISTORY     - 1934     MONUMENTED       CGS
 GB0599  HISTORY     - 1949     GOOD             NGS
 GB0599
 GB0599                          STATION DESCRIPTION
 GB0599
 GB0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0599'1.6 MI SW FROM DUFF.
 GB0599'1.6 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0599'FROM DUFF, CAMPBELL COUNTY, 4-1/2 RAILS NORTHEAST OF THE STATION
 GB0599'AT KILSYTH, 60 FEET NORTH OF A PRIVATE-ROAD CROSSING, AND 25
 GB0599'FEET NORTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED A 51
 GB0599'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0679 ***********************************************************************
 GA0679  DESIGNATION -  A 52
 GA0679  PID         -  GA0679
 GA0679  STATE/COUNTY-  TN/UNICOI
 GA0679  USGS QUAD   -  FLAG POND (1939)
 GA0679
 GA0679                         *CURRENT SURVEY CONTROL
 GA0679  ___________________________________________________________________
 GA0679* NAD 83(1986)-  36 00 38.     (N)    082 36 31.     (W)     SCALED    
 GA0679* NAVD 88     -       946.859  (meters)    3106.49   (feet)  ADJUSTED  
 GA0679  ___________________________________________________________________
 GA0679  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA0679  DYNAMIC HT  -         945.908 (meters)    3103.37  (feet)  COMP
 GA0679  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 GA0679
 GA0679  VERT ORDER  -  SECOND    CLASS 0
 GA0679
 GA0679.The horizontal coordinates were scaled from a topographic map and have
 GA0679.an estimated accuracy of +/- 6 seconds.
 GA0679
 GA0679.The orthometric height was determined by differential leveling
 GA0679.and adjusted by the National Geodetic Survey in June 1991..
 GA0679
 GA0679.The geoid height was determined by GEOID03.
 GA0679
 GA0679.The dynamic height is computed by dividing the NAVD 88
 GA0679.geopotential number by the normal gravity value computed on the
 GA0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0679.degrees latitude (g = 980.6199 gals.).
 GA0679
 GA0679.The modeled gravity was interpolated from observed gravity values.
 GA0679
 GA0679;                    North         East    Units  Estimated Accuracy
 GA0679;SPC TN       -   191,380.      905,660.      MT  (+/- 180 meters Scaled)
 GA0679
 GA0679                          SUPERSEDED SURVEY CONTROL
 GA0679
 GA0679  NGVD 29 (??/??/92)  946.970  (m)         3106.85   (f) ADJ UNCH    2 0
 GA0679
 GA0679.Superseded values are not recommended for survey control.
 GA0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0679.See file dsdata.txt to determine how the superseded data were derived.
 GA0679
 GA0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV550863(NAD 83)
 GA0679_MARKER: DB = BENCH MARK DISK
 GA0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0679_STAMPING: A 52 1934
 GA0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0679+STABILITY: SURFACE MOTION
 GA0679
 GA0679  HISTORY     - Date     Condition        Report By
 GA0679  HISTORY     - 1934     MONUMENTED       CGS
 GA0679  HISTORY     - 1955     GOOD             NGS
 GA0679
 GA0679                          STATION DESCRIPTION
 GA0679
 GA0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0679'4.3 MI W FROM ROCKY FORK.
 GA0679'4.3 MILES WEST ALONG THE ERWIN-WHITEROCK HIGHWAY FROM ROCKY FORK,
 GA0679'UNICOI COUNTY, 5 FEET NORTH OF THE TENNESSEE-NORTH CAROLINA
 GA0679'STATE LINE FENCE, 18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GA0679'AND 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED A 52 1934
 GA0679'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1794 ***********************************************************************
 FB1794  DESIGNATION -  A 53
 FB1794  PID         -  FB1794
 FB1794  STATE/COUNTY-  TN/SEVIER
 FB1794  USGS QUAD   -  GATLINBURG (1979)
 FB1794
 FB1794                         *CURRENT SURVEY CONTROL
 FB1794  ___________________________________________________________________
 FB1794* NAD 83(1986)-  35 44 01.     (N)    083 31 12.     (W)     SCALED    
 FB1794* NAVD 88     -       362.319  (meters)    1188.71   (feet)  ADJUSTED  
 FB1794  ___________________________________________________________________
 FB1794  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FB1794  DYNAMIC HT  -         361.967 (meters)    1187.55  (feet)  COMP
 FB1794  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 FB1794
 FB1794  VERT ORDER  -  SECOND    CLASS 0
 FB1794
 FB1794.The horizontal coordinates were scaled from a topographic map and have
 FB1794.an estimated accuracy of +/- 6 seconds.
 FB1794
 FB1794.The orthometric height was determined by differential leveling
 FB1794.and adjusted by the National Geodetic Survey in June 1991..
 FB1794
 FB1794.The geoid height was determined by GEOID03.
 FB1794
 FB1794.The dynamic height is computed by dividing the NAVD 88
 FB1794.geopotential number by the normal gravity value computed on the
 FB1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1794.degrees latitude (g = 980.6199 gals.).
 FB1794
 FB1794.The modeled gravity was interpolated from observed gravity values.
 FB1794
 FB1794;                    North         East    Units  Estimated Accuracy
 FB1794;SPC TN       -   158,200.      824,320.      MT  (+/- 180 meters Scaled)
 FB1794
 FB1794                          SUPERSEDED SURVEY CONTROL
 FB1794
 FB1794  NGVD 29 (??/??/92)  362.425  (m)         1189.06   (f) ADJ UNCH    2 0
 FB1794
 FB1794.Superseded values are not recommended for survey control.
 FB1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1794.See file dsdata.txt to determine how the superseded data were derived.
 FB1794
 FB1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV720573(NAD 83)
 FB1794_MARKER: DB = BENCH MARK DISK
 FB1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1794_STAMPING: A 53 1934
 FB1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1794+STABILITY: SURFACE MOTION
 FB1794
 FB1794  HISTORY     - Date     Condition        Report By
 FB1794  HISTORY     - 1934     MONUMENTED       CGS
 FB1794  HISTORY     - 1934     GOOD             NGS
 FB1794
 FB1794                          STATION DESCRIPTION
 FB1794
 FB1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1794'1.9 MI NW FROM GATLINBURG.
 FB1794'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1794'ABOUT 80 FEET SOUTH OF THE C.P. MAPE HOUSE, 20 FEET EAST OF THE
 FB1794'CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF POWER-TRANSMISSION
 FB1794'LINE POLE 350, 2 FEET EAST OF A FENCE, AND LEVEL WITH THE HIGHWAY
 FB1794'SURFACE.  A STANDARD DISK, STAMPED A 53 1934 AND SET IN THE
 FB1794'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0169 ***********************************************************************
 FC0169  DESIGNATION -  A 54
 FC0169  PID         -  FC0169
 FC0169  STATE/COUNTY-  TN/MONROE
 FC0169  USGS QUAD   -  MADISONVILLE (1984)
 FC0169
 FC0169                         *CURRENT SURVEY CONTROL
 FC0169  ___________________________________________________________________
 FC0169* NAD 83(1986)-  35 31 19.     (N)    084 21 54.     (W)     SCALED    
 FC0169* NAVD 88     -       294.932  (meters)     967.62   (feet)  ADJUSTED  
 FC0169  ___________________________________________________________________
 FC0169  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0169  DYNAMIC HT  -         294.648 (meters)     966.69  (feet)  COMP
 FC0169  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 FC0169
 FC0169  VERT ORDER  -  SECOND    CLASS 0
 FC0169
 FC0169.The horizontal coordinates were scaled from a topographic map and have
 FC0169.an estimated accuracy of +/- 6 seconds.
 FC0169
 FC0169.The orthometric height was determined by differential leveling
 FC0169.and adjusted by the National Geodetic Survey in June 1991..
 FC0169
 FC0169.The geoid height was determined by GEOID03.
 FC0169
 FC0169.The dynamic height is computed by dividing the NAVD 88
 FC0169.geopotential number by the normal gravity value computed on the
 FC0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0169.degrees latitude (g = 980.6199 gals.).
 FC0169
 FC0169.The modeled gravity was interpolated from observed gravity values.
 FC0169
 FC0169;                    North         East    Units  Estimated Accuracy
 FC0169;SPC TN       -   133,110.      748,290.      MT  (+/- 180 meters Scaled)
 FC0169
 FC0169                          SUPERSEDED SURVEY CONTROL
 FC0169
 FC0169  NGVD 29 (??/??/92)  295.016  (m)          967.90   (f) ADJ UNCH    2 0
 FC0169
 FC0169.Superseded values are not recommended for survey control.
 FC0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0169.See file dsdata.txt to determine how the superseded data were derived.
 FC0169
 FC0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE389341(NAD 83)
 FC0169_MARKER: DB = BENCH MARK DISK
 FC0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0169_STAMPING: A 54 1934
 FC0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0169+STABILITY: SURFACE MOTION
 FC0169
 FC0169  HISTORY     - Date     Condition        Report By
 FC0169  HISTORY     - 1934     MONUMENTED       CGS
 FC0169  HISTORY     - 1935     GOOD             NGS
 FC0169  HISTORY     - 1949     GOOD             NGS
 FC0169
 FC0169                          STATION DESCRIPTION
 FC0169
 FC0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0169'AT MADISONVILLE.
 FC0169'AT MADISONVILLE, MONROE COUNTY, 10 RAILS NORTHEAST OF THE
 FC0169'LOUISVILLE AND NASHVILLE RAILROAD STATION, IN THE SOUTHEAST
 FC0169'CORNER OF THE HIGH SCHOOLYARD, NEAR THE EAST ROAD LEADING TO
 FC0169'THE MAIN ENTRANCE, 45 FEET WEST OF THE CENTERLINE OF THE TRACK,
 FC0169'AND 15 FEET WEST OF THE CENTERLINE OF THE ROAD PASSING IN
 FC0169'FRONT OF THE HIGH SCHOOL.  A STANDARD DISK, STAMPED A 54 1934
 FC0169'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 FC0169'ABOVE GROUND.
 FC0169
 FC0169                          STATION RECOVERY (1949)
 FC0169
 FC0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FC0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0772 ***********************************************************************
 GA0772  DESIGNATION -  A 55
 GA0772  PID         -  GA0772
 GA0772  STATE/COUNTY-  TN/HAWKINS
 GA0772  USGS QUAD   -  BUREM (1976)
 GA0772
 GA0772                         *CURRENT SURVEY CONTROL
 GA0772  ___________________________________________________________________
 GA0772* NAD 83(1986)-  36 24 43.     (N)    082 59 45.     (W)     SCALED    
 GA0772* NAVD 88     -       401.568  (meters)    1317.48   (feet)  ADJUSTED  
 GA0772  ___________________________________________________________________
 GA0772  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0772  DYNAMIC HT  -         401.204 (meters)    1316.28  (feet)  COMP
 GA0772  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA0772
 GA0772  VERT ORDER  -  SECOND    CLASS 0
 GA0772
 GA0772.The horizontal coordinates were scaled from a topographic map and have
 GA0772.an estimated accuracy of +/- 6 seconds.
 GA0772
 GA0772.The orthometric height was determined by differential leveling
 GA0772.and adjusted by the National Geodetic Survey in June 1991..
 GA0772
 GA0772.The geoid height was determined by GEOID03.
 GA0772
 GA0772.The dynamic height is computed by dividing the NAVD 88
 GA0772.geopotential number by the normal gravity value computed on the
 GA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0772.degrees latitude (g = 980.6199 gals.).
 GA0772
 GA0772.The modeled gravity was interpolated from observed gravity values.
 GA0772
 GA0772;                    North         East    Units  Estimated Accuracy
 GA0772;SPC TN       -   234,760.      869,410.      MT  (+/- 180 meters Scaled)
 GA0772
 GA0772                          SUPERSEDED SURVEY CONTROL
 GA0772
 GA0772  NGVD 29 (??/??/92)  401.715  (m)         1317.96   (f) ADJ UNCH    2 0
 GA0772
 GA0772.Superseded values are not recommended for survey control.
 GA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0772.See file dsdata.txt to determine how the superseded data were derived.
 GA0772
 GA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA210314(NAD 83)
 GA0772_MARKER: DB = BENCH MARK DISK
 GA0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0772_STAMPING: A 55 1934
 GA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0772+STABILITY: SURFACE MOTION
 GA0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0772+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 GA0772
 GA0772  HISTORY     - Date     Condition        Report By
 GA0772  HISTORY     - 1934     MONUMENTED       CGS
 GA0772  HISTORY     - 1964     GOOD             NGS
 GA0772  HISTORY     - 20040208 GOOD             GEOCAC
 GA0772
 GA0772                          STATION DESCRIPTION
 GA0772
 GA0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GA0772'AT ROGERSVILLE.
 GA0772'AT ROGERSVILLE, ON STATE HIGHWAY 70 AND U.S. HIGHWAY 11, 75 YARDS
 GA0772'EAST OF A CITY LIMIT SIGN, 30 FEET EAST OF THE MIDDLE OF THE
 GA0772'CEMETERY ENTRANCE NEAR THE SOUTHWEST CORNER OF THE EAST BRICK
 GA0772'ENTRANCE POST AT THE WEST END OF THE WIRE PICKET FENCE, AND 25
 GA0772'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GA0772'STAMPED A 55 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA0772'ABOUT 2 INCHES ABOVE GROUND.
 GA0772
 GA0772                          STATION RECOVERY (2004)
 GA0772
 GA0772'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1886 ***********************************************************************
 GA1886  DESIGNATION -  A 56
 GA1886  PID         -  GA1886
 GA1886  STATE/COUNTY-  TN/GREENE
 GA1886  USGS QUAD   -  MOHAWK (1980)
 GA1886
 GA1886                         *CURRENT SURVEY CONTROL
 GA1886  ___________________________________________________________________
 GA1886* NAD 83(1986)-  36 11 30.     (N)    083 00 54.     (W)     SCALED    
 GA1886* NAVD 88     -       346.946  (meters)    1138.27   (feet)  ADJUSTED  
 GA1886  ___________________________________________________________________
 GA1886  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA1886  DYNAMIC HT  -         346.624 (meters)    1137.22  (feet)  COMP
 GA1886  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 GA1886
 GA1886  VERT ORDER  -  SECOND    CLASS 0
 GA1886
 GA1886.The horizontal coordinates were scaled from a topographic map and have
 GA1886.an estimated accuracy of +/- 6 seconds.
 GA1886
 GA1886.The orthometric height was determined by differential leveling
 GA1886.and adjusted by the National Geodetic Survey in June 1991..
 GA1886
 GA1886.The geoid height was determined by GEOID03.
 GA1886
 GA1886.The dynamic height is computed by dividing the NAVD 88
 GA1886.geopotential number by the normal gravity value computed on the
 GA1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1886.degrees latitude (g = 980.6199 gals.).
 GA1886
 GA1886.The modeled gravity was interpolated from observed gravity values.
 GA1886
 GA1886;                    North         East    Units  Estimated Accuracy
 GA1886;SPC TN       -   210,280.      868,440.      MT  (+/- 180 meters Scaled)
 GA1886
 GA1886                          SUPERSEDED SURVEY CONTROL
 GA1886
 GA1886  NGVD 29 (??/??/92)  347.107  (m)         1138.80   (f) ADJ UNCH    2 0
 GA1886
 GA1886.Superseded values are not recommended for survey control.
 GA1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1886.See file dsdata.txt to determine how the superseded data were derived.
 GA1886
 GA1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA188070(NAD 83)
 GA1886_MARKER: DB = BENCH MARK DISK
 GA1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1886_STAMPING: A 56 1934
 GA1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1886+STABILITY: SURFACE MOTION
 GA1886
 GA1886  HISTORY     - Date     Condition        Report By
 GA1886  HISTORY     - 1934     MONUMENTED       CGS
 GA1886  HISTORY     - 1950     MARK NOT FOUND   TVA
 GA1886
 GA1886                          STATION DESCRIPTION
 GA1886
 GA1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1886'6.6 MI SE FROM BULLS GAP.
 GA1886'IN GREENE COUNTY, 6.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY
 GA1886'FROM THE STATION AT BULLS GAP, HAWKINS COUNTY, AT MILEAGE 69.3,
 GA1886'45 FEET WEST OF A GRADE CROSSING, AND 12 FEET NORTH OF THE
 GA1886'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED A 56 1934
 GA1886'AND SET IN THE TOP OF A CONCRETE POST.
 GA1886
 GA1886                          STATION RECOVERY (1950)
 GA1886
 GA1886'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1589 ***********************************************************************
 FE1589  DESIGNATION -  A 56.29 2 CAP
 FE1589  PID         -  FE1589
 FE1589  STATE/COUNTY-  TN/LAUDERDALE
 FE1589  USGS QUAD   -  OPEN LAKE (1983)
 FE1589
 FE1589                         *CURRENT SURVEY CONTROL
 FE1589  ___________________________________________________________________
 FE1589* NAD 83(1986)-  35 46 08.     (N)    089 44 06.     (W)     SCALED    
 FE1589* NAVD 88     -        76.753  (meters)     251.81   (feet)  ADJUSTED  
 FE1589  ___________________________________________________________________
 FE1589  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1589  DYNAMIC HT  -          76.688 (meters)     251.60  (feet)  COMP
 FE1589  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 FE1589
 FE1589  VERT ORDER  -  FIRST     CLASS II
 FE1589
 FE1589.The horizontal coordinates were scaled from a topographic map and have
 FE1589.an estimated accuracy of +/- 6 seconds.
 FE1589
 FE1589.The orthometric height was determined by differential leveling
 FE1589.and adjusted by the National Geodetic Survey in June 1991..
 FE1589
 FE1589.The geoid height was determined by GEOID03.
 FE1589
 FE1589.The dynamic height is computed by dividing the NAVD 88
 FE1589.geopotential number by the normal gravity value computed on the
 FE1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1589.degrees latitude (g = 980.6199 gals.).
 FE1589
 FE1589.The modeled gravity was interpolated from observed gravity values.
 FE1589
 FE1589;                    North         East    Units  Estimated Accuracy
 FE1589;SPC TN       -   165,720.      262,360.      MT  (+/- 180 meters Scaled)
 FE1589
 FE1589                          SUPERSEDED SURVEY CONTROL
 FE1589
 FE1589  NGVD 29 (??/??/??)   76.711  (m)          251.68   (f) ADJUSTED    1 2
 FE1589
 FE1589.Superseded values are not recommended for survey control.
 FE1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1589.See file dsdata.txt to determine how the superseded data were derived.
 FE1589
 FE1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE527617(NAD 83)
 FE1589_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1589_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1589_STAMPING: A-56.29-2
 FE1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1589
 FE1589  HISTORY     - Date     Condition        Report By
 FE1589  HISTORY     - UNK      MONUMENTED       DOD
 FE1589  HISTORY     - 1957     GOOD             CGS
 FE1589  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1589
 FE1589                          STATION DESCRIPTION
 FE1589
 FE1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1589'1.4 MI E FROM ASHPORT.
 FE1589'1.45 MILES EAST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1589'28 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 183 FEET
 FE1589'EAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTH, 193 FEET
 FE1589'WEST OF POWER LINE POLE NO. 146 AND IN THE NORTH EDGE OF A
 FE1589'CULTIVATED FIELD, 146 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM
 FE1589'THE SOUTHEAST CORNER OF A TENANT HOUSE, 1 FOOT BELOW THE LEVEL
 FE1589'OF THE HIGHWAY, A COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP
 FE1589'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  NOTE-- LEVELING
 FE1589'EXTENDED TO CAP ONLY IN 1957.
 FE1589
 FE1589                          STATION RECOVERY (1971)
 FE1589
 FE1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0570 ***********************************************************************
 GA0570  DESIGNATION -  A 57
 GA0570  PID         -  GA0570
 GA0570  STATE/COUNTY-  TN/WASHINGTON
 GA0570  USGS QUAD   -  JOHNSON CITY (1968)
 GA0570
 GA0570                         *CURRENT SURVEY CONTROL
 GA0570  ___________________________________________________________________
 GA0570* NAD 83(1986)-  36 18 47.     (N)    082 21 12.     (W)     SCALED    
 GA0570* NAVD 88     -       498.060  (meters)    1634.05   (feet)  ADJUSTED  
 GA0570  ___________________________________________________________________
 GA0570  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0570  DYNAMIC HT  -         497.588 (meters)    1632.50  (feet)  COMP
 GA0570  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 GA0570
 GA0570  VERT ORDER  -  SECOND    CLASS 0
 GA0570
 GA0570.The horizontal coordinates were scaled from a topographic map and have
 GA0570.an estimated accuracy of +/- 6 seconds.
 GA0570
 GA0570.The orthometric height was determined by differential leveling
 GA0570.and adjusted by the National Geodetic Survey in June 1991..
 GA0570
 GA0570.The geoid height was determined by GEOID03.
 GA0570
 GA0570.The dynamic height is computed by dividing the NAVD 88
 GA0570.geopotential number by the normal gravity value computed on the
 GA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0570.degrees latitude (g = 980.6199 gals.).
 GA0570
 GA0570.The modeled gravity was interpolated from observed gravity values.
 GA0570
 GA0570;                    North         East    Units  Estimated Accuracy
 GA0570;SPC TN       -   225,750.      927,410.      MT  (+/- 180 meters Scaled)
 GA0570
 GA0570                          SUPERSEDED SURVEY CONTROL
 GA0570
 GA0570  NGVD 29 (??/??/92)  498.204  (m)         1634.52   (f) ADJ UNCH    2 0
 GA0570
 GA0570.Superseded values are not recommended for survey control.
 GA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0570.See file dsdata.txt to determine how the superseded data were derived.
 GA0570
 GA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785195(NAD 83)
 GA0570_MARKER: DB = BENCH MARK DISK
 GA0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0570_STAMPING: A 57 1934
 GA0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0570+STABILITY: SURFACE MOTION
 GA0570
 GA0570  HISTORY     - Date     Condition        Report By
 GA0570  HISTORY     - 1934     MONUMENTED       CGS
 GA0570  HISTORY     - 20010331 GOOD             NGS
 GA0570
 GA0570                          STATION DESCRIPTION
 GA0570
 GA0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0570'AT JOHNSON CITY.
 GA0570'AT JOHNSON CITY, WASHINGTON COUNTY, 11 FEET NORTH OF THE POST
 GA0570'OFFICE, 10 FEET WEST OF THE EAST LINE OF THE BUILDING, AND 6
 GA0570'FEET EAST OF THE STEPS.  A STANDARD DISK, STAMPED A 57 1934
 GA0570'AND SET IN THE TOP OF A CONCRETE POST.
 GA0570
 GA0570                          STATION RECOVERY (2001)
 GA0570
 GA0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0570'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1581 ***********************************************************************
 FE1581  DESIGNATION -  A 57 29 1 CAP
 FE1581  PID         -  FE1581
 FE1581  STATE/COUNTY-  TN/LAUDERDALE
 FE1581  USGS QUAD   -  OPEN LAKE (1983)
 FE1581
 FE1581                         *CURRENT SURVEY CONTROL
 FE1581  ___________________________________________________________________
 FE1581* NAD 83(1986)-  35 46 29.     (N)    089 39 32.     (W)     SCALED    
 FE1581* NAVD 88     -        78.109  (meters)     256.26   (feet)  ADJUSTED  
 FE1581  ___________________________________________________________________
 FE1581  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1581  DYNAMIC HT  -          78.042 (meters)     256.04  (feet)  COMP
 FE1581  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 FE1581
 FE1581  VERT ORDER  -  FIRST     CLASS II
 FE1581
 FE1581.The horizontal coordinates were scaled from a topographic map and have
 FE1581.an estimated accuracy of +/- 6 seconds.
 FE1581
 FE1581.The orthometric height was determined by differential leveling
 FE1581.and adjusted by the National Geodetic Survey in June 1991..
 FE1581
 FE1581.The geoid height was determined by GEOID03.
 FE1581
 FE1581.The dynamic height is computed by dividing the NAVD 88
 FE1581.geopotential number by the normal gravity value computed on the
 FE1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1581.degrees latitude (g = 980.6199 gals.).
 FE1581
 FE1581.The modeled gravity was interpolated from observed gravity values.
 FE1581
 FE1581;                    North         East    Units  Estimated Accuracy
 FE1581;SPC TN       -   166,100.      269,260.      MT  (+/- 180 meters Scaled)
 FE1581
 FE1581                          SUPERSEDED SURVEY CONTROL
 FE1581
 FE1581  NGVD 29 (??/??/??)   78.074  (m)          256.15   (f) ADJUSTED    1 2
 FE1581
 FE1581.Superseded values are not recommended for survey control.
 FE1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1581.See file dsdata.txt to determine how the superseded data were derived.
 FE1581
 FE1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE596622(NAD 83)
 FE1581_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1581_STAMPING: A-57-29-1
 FE1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1581
 FE1581  HISTORY     - Date     Condition        Report By
 FE1581  HISTORY     - UNK      MONUMENTED       DOD
 FE1581  HISTORY     - 1957     GOOD             CGS
 FE1581  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1581
 FE1581                          STATION DESCRIPTION
 FE1581
 FE1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1581'4 MI W FROM ARP.
 FE1581'4.0 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1581'ELEMENTARY SCHOOL AT ARP, 0.8 MILE EAST OF A 200 FEET LONG WOODEN
 FE1581'HIGHWAY BRIDGE, AT THE FOOT OF A LONG GRADE ASCENDING EAST, 65 1/2
 FE1581'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 73 FEET SOUTHEAST
 FE1581'OF THE CENTER LINE OF A DIM ROAD LEADING NORTHEAST, 47 FEET NORTH
 FE1581'OF POWER LINE POLE NO. 100 1/2, 24 FEET NORTH-NORTHWEST OF A
 FE1581'BLAZED 12-INCH OAK TREE, 8 FEET NORTH OF THE CENTER LINE OF AN
 FE1581'ABANDONED ROAD BED, 148 FEET EAST-NORTHEAST OF THE CENTER OF
 FE1581'THE JUNCTION OF THE HIGHWAY AND THE DIM ROAD LEADING NORTHEAST,
 FE1581'ABOUT LEVEL WITH THE HIGHWAY, USE PIPE AND CAP WHICH PROJECTS 3
 FE1581'INCHES ABOVE THE GROUND.  NOTE-- LEVELING EXTENDED TO CAP ONLY IN
 FE1581'1957.
 FE1581
 FE1581                          STATION RECOVERY (1971)
 FE1581
 FE1581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1857 ***********************************************************************
 FE1857  DESIGNATION -  A 57 38 1
 FE1857  PID         -  FE1857
 FE1857  STATE/COUNTY-  TN/LAUDERDALE
 FE1857  USGS QUAD   -  KNOB CREEK (1972)
 FE1857
 FE1857                         *CURRENT SURVEY CONTROL
 FE1857  ___________________________________________________________________
 FE1857* NAD 83(1986)-  35 54 58.     (N)    089 30 04.     (W)     SCALED    
 FE1857* NAVD 88     -        90.327  (meters)     296.35   (feet)  ADJUSTED  
 FE1857  ___________________________________________________________________
 FE1857  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1857  DYNAMIC HT  -          90.250 (meters)     296.10  (feet)  COMP
 FE1857  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 FE1857
 FE1857  VERT ORDER  -  FIRST     CLASS I
 FE1857
 FE1857.The horizontal coordinates were scaled from a topographic map and have
 FE1857.an estimated accuracy of +/- 6 seconds.
 FE1857
 FE1857.The orthometric height was determined by differential leveling
 FE1857.and adjusted by the National Geodetic Survey in June 1991..
 FE1857
 FE1857.The geoid height was determined by GEOID03.
 FE1857
 FE1857.The dynamic height is computed by dividing the NAVD 88
 FE1857.geopotential number by the normal gravity value computed on the
 FE1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1857.degrees latitude (g = 980.6199 gals.).
 FE1857
 FE1857.The modeled gravity was interpolated from observed gravity values.
 FE1857
 FE1857;                    North         East    Units  Estimated Accuracy
 FE1857;SPC TN       -   181,260.      284,080.      MT  (+/- 180 meters Scaled)
 FE1857
 FE1857                          SUPERSEDED SURVEY CONTROL
 FE1857
 FE1857  NGVD 29 (??/??/??)   90.269  (m)          296.16   (f) ADJUSTED    1 1
 FE1857
 FE1857.Superseded values are not recommended for survey control.
 FE1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1857.See file dsdata.txt to determine how the superseded data were derived.
 FE1857
 FE1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE743775(NAD 83)
 FE1857_MARKER: P = PIPE CAP
 FE1857_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1857_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1857_STAMPING: A 57-38-1
 FE1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1857
 FE1857  HISTORY     - Date     Condition        Report By
 FE1857  HISTORY     - UNK      MONUMENTED       DOD
 FE1857  HISTORY     - 1974     GOOD             NGS
 FE1857  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1857
 FE1857                          STATION DESCRIPTION
 FE1857
 FE1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1857'6.8 MI W FROM HALLS.
 FE1857'FROM THE FIRST BAPTIST CHURCH AT HALLS, ABOUT 0.25 MILE WEST OF
 FE1857'THE SMALL COMMUNITY OF PORTER GAP, AT A PAVED ROAD JUNCTION
 FE1857'LEADING NORTH, 79 FEET SOUTHWEST OF THE CENTER OF ROAD JUNCTION,
 FE1857'58.5 FEET SOUTH OF AND ACROSS HIGHWAY FROM THE CONCRETE BASE
 FE1857'OF KEY CORNER MONUMENT, 31 FEET SOUTH OF THE CENTER LINE OF THE
 FE1857'HIGHWAY, 1.5 FEET ABOVE HIGHWAY AND IN THE TOP OF AN IRON PIPE
 FE1857'PROJECTING 0.8 FOOT.
 FE1857
 FE1857                          STATION RECOVERY (2002)
 FE1857
 FE1857'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1857'ALL GROUND SOUTH OF HWY IS IN DEEP CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1396 ***********************************************************************
 GA1396  DESIGNATION -  A 58
 GA1396  PID         -  GA1396
 GA1396  STATE/COUNTY-  TN/SULLIVAN
 GA1396  USGS QUAD   -  KINGSPORT (1991)
 GA1396
 GA1396                         *CURRENT SURVEY CONTROL
 GA1396  ___________________________________________________________________
 GA1396* NAD 83(1986)-  36 32 57.     (N)    082 33 29.     (W)     SCALED    
 GA1396* NAVD 88     -       372.740  (meters)    1222.90   (feet)  ADJUSTED  
 GA1396  ___________________________________________________________________
 GA1396  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1396  DYNAMIC HT  -         372.406 (meters)    1221.80  (feet)  COMP
 GA1396  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 GA1396
 GA1396  VERT ORDER  -  SECOND    CLASS 0
 GA1396
 GA1396.The horizontal coordinates were scaled from a topographic map and have
 GA1396.an estimated accuracy of +/- 6 seconds.
 GA1396
 GA1396.The orthometric height was determined by differential leveling
 GA1396.and adjusted by the National Geodetic Survey in June 1991..
 GA1396
 GA1396.The geoid height was determined by GEOID03.
 GA1396
 GA1396.The dynamic height is computed by dividing the NAVD 88
 GA1396.geopotential number by the normal gravity value computed on the
 GA1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1396.degrees latitude (g = 980.6199 gals.).
 GA1396
 GA1396.The modeled gravity was interpolated from observed gravity values.
 GA1396
 GA1396;                    North         East    Units  Estimated Accuracy
 GA1396;SPC TN       -   251,270.      908,120.      MT  (+/- 180 meters Scaled)
 GA1396
 GA1396                          SUPERSEDED SURVEY CONTROL
 GA1396
 GA1396.No superseded survey control is available for this station.
 GA1396
 GA1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA605459(NAD 83)
 GA1396_MARKER: DB = BENCH MARK DISK
 GA1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1396_STAMPING: A 58 1934
 GA1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1396+STABILITY: SURFACE MOTION
 GA1396
 GA1396  HISTORY     - Date     Condition        Report By
 GA1396  HISTORY     - 1934     MONUMENTED       CGS
 GA1396
 GA1396                          STATION DESCRIPTION
 GA1396
 GA1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1396'IN KINGSPORT.
 GA1396'AT KINGSPORT, SULLIVAN COUNTY, IN THE CITY CIRCLE ON BROAD STREET
 GA1396'AND WATAUGA AVENUE, 5 FEET NORTH OF THE SIDEWALK.  A STANDARD DISK
 GA1396'STAMPED A 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2455 ***********************************************************************
 FE2455  DESIGNATION -  A 58 25 2
 FE2455  PID         -  FE2455
 FE2455  STATE/COUNTY-  TN/DYER
 FE2455  USGS QUAD   -  FOWLKES (1983)
 FE2455
 FE2455                         *CURRENT SURVEY CONTROL
 FE2455  ___________________________________________________________________
 FE2455* NAD 83(1995)-  35 57 08.33269(N)    089 26 08.79153(W)     ADJUSTED  
 FE2455* NAVD 88     -       109.03   (+/-2cm)     357.7    (feet)  VERTCON   
 FE2455  ___________________________________________________________________
 FE2455  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FE2455  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE2455
 FE2455  HORZ ORDER  -  SECOND
 FE2455  VERT ORDER  -  THIRD ? (See Below)
 FE2455
 FE2455.The horizontal coordinates were established by classical geodetic methods
 FE2455.and adjusted by the National Geodetic Survey in April 1999..
 FE2455
 FE2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2455.The vertical order pertains to the NGVD 29 superseded value.
 FE2455
 FE2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2455
 FE2455.The geoid height was determined by GEOID03.
 FE2455
 FE2455;                    North         East     Units Scale Factor Converg.
 FE2455;SPC TN       -   185,064.689   290,110.428   MT  0.99995052   -2 00 41.2
 FE2455;SPC TN       -   607,166.40    951,803.96   sFT  0.99995052   -2 00 41.2
 FE2455;UTM  16      - 3,981,402.025   280,316.535   MT  1.00019471   -1 25 50.3
 FE2455
 FE2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2455!SPC TN       -   0.99998730  x   0.99995052  =   0.99993782
 FE2455!UTM  16      -   0.99998730  x   1.00019471  =   1.00018201
 FE2455
 FE2455                          SUPERSEDED SURVEY CONTROL
 FE2455
 FE2455  NAD 83(1995)-  35 57 08.33698(N)    089 26 08.79206(W) AD(       ) 2
 FE2455  NAD 83(1986)-  35 57 08.34389(N)    089 26 08.79183(W) AD(       ) 2
 FE2455  NAD 27      -  35 57 08.08260(N)    089 26 08.52810(W) AD(       ) 2
 FE2455  NGVD 29 (07/19/86)  108.97   (m)          357.5    (f) LEVELING    3  
 FE2455
 FE2455.Superseded values are not recommended for survey control.
 FE2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2455.See file dsdata.txt to determine how the superseded data were derived.
 FE2455
 FE2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8031781402(NAD 83)
 FE2455_MARKER: P = PIPE CAP
 FE2455_SETTING: 0 = UNSPECIFIED SETTING
 FE2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2455
 FE2455  HISTORY     - Date     Condition        Report By
 FE2455  HISTORY     - 1959     MONUMENTED       USE
 FE2455
 FE2455                          STATION DESCRIPTION
 FE2455
 FE2455'DESCRIBED BY US ENGINEERS 1959
 FE2455'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 FE2455'SQUARE IN DYERSBURG, GO SOUTH ON U.S. HIGHWAY 51 AND STATE HIGHWAY
 FE2455'20 FOR 3.9 MILES TO A CROSSROAD AT FOUR POINTS.  TURN RIGHT AND GO
 FE2455'WESTERLY ON A PAVED ROAD FOR 3.25 MILES TO THE STATION ON THE LEFT AS
 FE2455'DESCRIBED.
 FE2455'
 FE2455'A 58 25-2 IS A STANDARD U.S. ENGINEERS DEPARTMENT CAP STAMPED A 58
 FE2455'25-2 RIVETED TO THE TOP OF A 4 INCH IRON PIPE PROJECTING 12
 FE2455'INCHES.  IT IS 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRAME
 FE2455'STORE BUILDING, 25 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND
 FE2455'6 FEET NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2458 ***********************************************************************
 FE2458  DESIGNATION -  A 58 25 3
 FE2458  PID         -  FE2458
 FE2458  STATE/COUNTY-  TN/DYER
 FE2458  USGS QUAD   -  FOWLKES (1983)
 FE2458
 FE2458                         *CURRENT SURVEY CONTROL
 FE2458  ___________________________________________________________________
 FE2458* NAD 83(1995)-  35 58 33.87480(N)    089 23 23.60278(W)     ADJUSTED  
 FE2458* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 FE2458  ___________________________________________________________________
 FE2458  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE2458  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2458
 FE2458  HORZ ORDER  -  SECOND
 FE2458
 FE2458.The horizontal coordinates were established by classical geodetic methods
 FE2458.and adjusted by the National Geodetic Survey in April 1999..
 FE2458
 FE2458.The orthometric height was scaled from a topographic map.
 FE2458
 FE2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2458
 FE2458.The geoid height was determined by GEOID03.
 FE2458
 FE2458;                    North         East     Units Scale Factor Converg.
 FE2458;SPC TN       -   187,555.213   294,338.727   MT  0.99995146   -1 59 04.5
 FE2458;SPC TN       -   615,337.39    965,676.31   sFT  0.99995146   -1 59 04.5
 FE2458;UTM  16      - 3,983,935.845   284,520.363   MT  1.00017216   -1 24 16.1
 FE2458
 FE2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2458!SPC TN       -   0.99998793  x   0.99995146  =   0.99993939
 FE2458!UTM  16      -   0.99998793  x   1.00017216  =   1.00016009
 FE2458
 FE2458                          SUPERSEDED SURVEY CONTROL
 FE2458
 FE2458  NAD 83(1995)-  35 58 33.87883(N)    089 23 23.60359(W) AD(       ) 2
 FE2458  NAD 83(1986)-  35 58 33.88602(N)    089 23 23.60285(W) AD(       ) 2
 FE2458  NAD 27      -  35 58 33.62720(N)    089 23 23.34270(W) AD(       ) 2
 FE2458
 FE2458.Superseded values are not recommended for survey control.
 FE2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2458.See file dsdata.txt to determine how the superseded data were derived.
 FE2458
 FE2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8452083936(NAD 83)
 FE2458_MARKER: P = PIPE CAP
 FE2458_SETTING: 0 = UNSPECIFIED SETTING
 FE2458
 FE2458  HISTORY     - Date     Condition        Report By
 FE2458  HISTORY     - 1959     MONUMENTED       USE
 FE2458
 FE2458                          STATION DESCRIPTION
 FE2458
 FE2458'DESCRIBED BY US ENGINEERS 1959
 FE2458'THE STATION IS ABOUT 4 MILES SOUTH OF DYERSBURG AT A COMMUNITY CALLED
 FE2458'FOUR POINTS. IT IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 FE2458'OF U.S. HIGHWAY 51 AND STATE HIGHWAY 20.
 FE2458'
 FE2458'B.M. A 58 25-3 (USED) IS A STANDARD U.S. ENGINEER DEPARTMENT MARK
 FE2458'RIVETED TO THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 14
 FE2458'INCHES AND THE DISK IS STAMPED A 58 25-3. IT IS 93 FEET EAST OF A
 FE2458'POWER POLE, 24 FEET NORTH OF THE CENTERLINE OF HIGHWAY 20
 FE2458'AND 2 FEET WEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0913 ***********************************************************************
 FE0913  DESIGNATION -  A 58.1 36
 FE0913  PID         -  FE0913
 FE0913  STATE/COUNTY-  TN/DYER
 FE0913  USGS QUAD   -  FOWLKES (1983)
 FE0913
 FE0913                         *CURRENT SURVEY CONTROL
 FE0913  ___________________________________________________________________
 FE0913* NAD 83(1986)-  35 57 19.     (N)    089 23 12.     (W)     SCALED    
 FE0913* NAVD 88     -        92.415  (meters)     303.20   (feet)  ADJUSTED  
 FE0913  ___________________________________________________________________
 FE0913  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0913  DYNAMIC HT  -          92.337 (meters)     302.94  (feet)  COMP
 FE0913  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 FE0913
 FE0913  VERT ORDER  -  FIRST     CLASS I
 FE0913
 FE0913.The horizontal coordinates were scaled from a topographic map and have
 FE0913.an estimated accuracy of +/- 6 seconds.
 FE0913
 FE0913.The orthometric height was determined by differential leveling
 FE0913.and adjusted by the National Geodetic Survey in June 1991..
 FE0913
 FE0913.The geoid height was determined by GEOID03.
 FE0913
 FE0913.The dynamic height is computed by dividing the NAVD 88
 FE0913.geopotential number by the normal gravity value computed on the
 FE0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0913.degrees latitude (g = 980.6199 gals.).
 FE0913
 FE0913.The modeled gravity was interpolated from observed gravity values.
 FE0913
 FE0913;                    North         East    Units  Estimated Accuracy
 FE0913;SPC TN       -   185,240.      294,550.      MT  (+/- 180 meters Scaled)
 FE0913
 FE0913                          SUPERSEDED SURVEY CONTROL
 FE0913
 FE0913  NGVD 29 (??/??/??)   92.352  (m)          302.99   (f) ADJUSTED    1 1
 FE0913
 FE0913.Superseded values are not recommended for survey control.
 FE0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0913.See file dsdata.txt to determine how the superseded data were derived.
 FE0913
 FE0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE847816(NAD 83)
 FE0913_MARKER: P = PIPE CAP
 FE0913_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0913_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0913_STAMPING: A 58.1-36
 FE0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0913
 FE0913  HISTORY     - Date     Condition        Report By
 FE0913  HISTORY     - UNK      MONUMENTED       DOD
 FE0913  HISTORY     - 1974     GOOD             NGS
 FE0913  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0913
 FE0913                          STATION DESCRIPTION
 FE0913
 FE0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0913'0.9 MI S FROM FOWLKES.
 FE0913'ABOUT 0.90 MILE SOUTH ALONG OLD U.S. HIGHWAY 51 FROM THE FOWLKES
 FE0913'BAPTIST CHURCH AT FOWLKES, NEAR THE SOUTH END OF A SHORT RAILROAD
 FE0913'FILL BETWEEN TWO TRACKS, 171.8 FEET EAST OF THE CENTER LINE OF THE
 FE0913'HIGHWAY, 44 FEET EAST OF THE EAST RAIL OF WEST TRACKS OF ILLINOIS
 FE0913'CENTRAL RAILROAD, 23 FEET WEST OF THE WEST RAIL OF THE EAST
 FE0913'TRACK, 3 FEET ABOVE HIGHWAY.  PIPE AND CAP PROJECTING 0.8 FOOT.
 FE0913
 FE0913                          STATION RECOVERY (2002)
 FE0913
 FE0913'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0933 ***********************************************************************
 FE0933  DESIGNATION -  A 58.1 38 BOLT
 FE0933  PID         -  FE0933
 FE0933  STATE/COUNTY-  TN/LAUDERDALE
 FE0933  USGS QUAD   -  GATES (1983)
 FE0933
 FE0933                         *CURRENT SURVEY CONTROL
 FE0933  ___________________________________________________________________
 FE0933* NAD 83(1986)-  35 50 22.     (N)    089 24 19.     (W)     SCALED    
 FE0933* NAVD 88     -        92.713  (meters)     304.18   (feet)  ADJUSTED  
 FE0933  ___________________________________________________________________
 FE0933  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE0933  DYNAMIC HT  -          92.634 (meters)     303.92  (feet)  COMP
 FE0933  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 FE0933
 FE0933  VERT ORDER  -  FIRST     CLASS I
 FE0933
 FE0933.The horizontal coordinates were scaled from a topographic map and have
 FE0933.an estimated accuracy of +/- 6 seconds.
 FE0933
 FE0933.The orthometric height was determined by differential leveling
 FE0933.and adjusted by the National Geodetic Survey in June 1991..
 FE0933.WARNING-Repeat measurements at this control monument indicate possible
 FE0933.vertical movement.
 FE0933
 FE0933.The geoid height was determined by GEOID03.
 FE0933
 FE0933.The dynamic height is computed by dividing the NAVD 88
 FE0933.geopotential number by the normal gravity value computed on the
 FE0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0933.degrees latitude (g = 980.6199 gals.).
 FE0933
 FE0933.The modeled gravity was interpolated from observed gravity values.
 FE0933
 FE0933;                    North         East    Units  Estimated Accuracy
 FE0933;SPC TN       -   172,450.      292,420.      MT  (+/- 180 meters Scaled)
 FE0933
 FE0933                          SUPERSEDED SURVEY CONTROL
 FE0933
 FE0933  NGVD 29 (??/??/??)   92.658  (m)          304.00   (f) ADJUSTED    1 1
 FE0933
 FE0933.Superseded values are not recommended for survey control.
 FE0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0933.See file dsdata.txt to determine how the superseded data were derived.
 FE0933
 FE0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE827688(NAD 83)
 FE0933_MARKER: B = BOLT
 FE0933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0933_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0933_STAMPING: A58.1-38
 FE0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0933
 FE0933  HISTORY     - Date     Condition        Report By
 FE0933  HISTORY     - UNK      MONUMENTED       DOD
 FE0933  HISTORY     - 1974     GOOD             NGS
 FE0933
 FE0933                          STATION DESCRIPTION
 FE0933
 FE0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0933'AT GATES.
 FE0933'AT GATES, 10 RAILS NORTH OF THE CROSSING OF STATE HIGHWAY 88 AND
 FE0933'ILLINOIS CENTRAL RAILROAD, 168 FEET SOUTH OF THE SOUTHEAST
 FE0933'CORNER OF A TRESTLE, 88.5 FEET NORTHEAST OF AND ACROSS TWO
 FE0933'TRACKS FROM A TELEPHONE POLE, 23.5 FEET EAST OF THE EAST RAIL OF
 FE0933'THE EAST TRACK, A COPPER BOLT DIRECTLY UNDER USE PIPE AND CAP
 FE0933'WHICH PROJECTS 6-INCHES, 5 FEET BELOW RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0932 ***********************************************************************
 FE0932  DESIGNATION -  A 58.1 38 CAP
 FE0932  PID         -  FE0932
 FE0932  STATE/COUNTY-  TN/LAUDERDALE
 FE0932  USGS QUAD   -  GATES (1983)
 FE0932
 FE0932                         *CURRENT SURVEY CONTROL
 FE0932  ___________________________________________________________________
 FE0932* NAD 83(1986)-  35 50 22.     (N)    089 24 19.     (W)     SCALED    
 FE0932* NAVD 88     -        93.847  (meters)     307.90   (feet)  ADJUSTED  
 FE0932  ___________________________________________________________________
 FE0932  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE0932  DYNAMIC HT  -          93.766 (meters)     307.63  (feet)  COMP
 FE0932  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 FE0932
 FE0932  VERT ORDER  -  FIRST     CLASS I
 FE0932
 FE0932.The horizontal coordinates were scaled from a topographic map and have
 FE0932.an estimated accuracy of +/- 6 seconds.
 FE0932
 FE0932.The orthometric height was determined by differential leveling
 FE0932.and adjusted by the National Geodetic Survey in June 1991..
 FE0932.WARNING-Repeat measurements at this control monument indicate possible
 FE0932.vertical movement.
 FE0932
 FE0932.The geoid height was determined by GEOID03.
 FE0932
 FE0932.The dynamic height is computed by dividing the NAVD 88
 FE0932.geopotential number by the normal gravity value computed on the
 FE0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0932.degrees latitude (g = 980.6199 gals.).
 FE0932
 FE0932.The modeled gravity was interpolated from observed gravity values.
 FE0932
 FE0932;                    North         East    Units  Estimated Accuracy
 FE0932;SPC TN       -   172,450.      292,420.      MT  (+/- 180 meters Scaled)
 FE0932
 FE0932                          SUPERSEDED SURVEY CONTROL
 FE0932
 FE0932  NGVD 29 (??/??/??)   93.794  (m)          307.72   (f) ADJUSTED    1 1
 FE0932
 FE0932.Superseded values are not recommended for survey control.
 FE0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0932.See file dsdata.txt to determine how the superseded data were derived.
 FE0932
 FE0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE827688(NAD 83)
 FE0932_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE0932_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0932_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0932_STAMPING: A58.1-38
 FE0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0932
 FE0932  HISTORY     - Date     Condition        Report By
 FE0932  HISTORY     - UNK      MONUMENTED       DOD
 FE0932  HISTORY     - 1974     GOOD             NGS
 FE0932  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0932
 FE0932                          STATION DESCRIPTION
 FE0932
 FE0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0932'AT GATES.
 FE0932'AT GATES, 10 RAILS NORTH OF THE CROSSING OF STATE HIGHWAY 88 AND
 FE0932'ILLINOIS CENTRAL RAILROAD, 168 FEET SOUTH OF THE SOUTHEAST
 FE0932'CORNER OF A TRESTLE, 88.5 FEET NORTHEAST OF AND ACROSS TWO
 FE0932'TRACKS FROM A TELEPHONE POLE, 23.5 FEET EAST OF THE EAST RAIL OF
 FE0932'THE EAST TRACK, USE PIPE AND CAP WHICH PROJECTS 6-INCHES, 5
 FE0932'FEET BELOW RAILS.
 FE0932
 FE0932                          STATION RECOVERY (2002)
 FE0932
 FE0932'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0793 ***********************************************************************
 GD0793  DESIGNATION -  A 59
 GD0793  PID         -  GD0793
 GD0793  STATE/COUNTY-  TN/OBION
 GD0793  USGS QUAD   -  KENTON (1981)
 GD0793
 GD0793                         *CURRENT SURVEY CONTROL
 GD0793  ___________________________________________________________________
 GD0793* NAD 83(1986)-  36 12 11.     (N)    089 00 37.     (W)     SCALED    
 GD0793* NAVD 88     -        93.691  (meters)     307.38   (feet)  ADJUSTED  
 GD0793  ___________________________________________________________________
 GD0793  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0793  DYNAMIC HT  -          93.613 (meters)     307.13  (feet)  COMP
 GD0793  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 GD0793
 GD0793  VERT ORDER  -  SECOND    CLASS 0
 GD0793
 GD0793.The horizontal coordinates were scaled from a topographic map and have
 GD0793.an estimated accuracy of +/- 6 seconds.
 GD0793
 GD0793.The orthometric height was determined by differential leveling
 GD0793.and adjusted by the National Geodetic Survey in June 1991..
 GD0793
 GD0793.The geoid height was determined by GEOID03.
 GD0793
 GD0793.The dynamic height is computed by dividing the NAVD 88
 GD0793.geopotential number by the normal gravity value computed on the
 GD0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0793.degrees latitude (g = 980.6199 gals.).
 GD0793
 GD0793.The modeled gravity was interpolated from observed gravity values.
 GD0793
 GD0793;                    North         East    Units  Estimated Accuracy
 GD0793;SPC TN       -   211,610.      329,330.      MT  (+/- 180 meters Scaled)
 GD0793
 GD0793                          SUPERSEDED SURVEY CONTROL
 GD0793
 GD0793  NGVD 29 (??/??/??)   93.707  (m)          307.44   (f) ADJUSTED    2 0
 GD0793
 GD0793.Superseded values are not recommended for survey control.
 GD0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0793.See file dsdata.txt to determine how the superseded data were derived.
 GD0793
 GD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF192083(NAD 83)
 GD0793_MARKER: DB = BENCH MARK DISK
 GD0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0793_STAMPING: A 59 1935
 GD0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0793+STABILITY: SURFACE MOTION
 GD0793
 GD0793  HISTORY     - Date     Condition        Report By
 GD0793  HISTORY     - 1935     MONUMENTED       CGS
 GD0793  HISTORY     - 1967     GOOD             CGS
 GD0793  HISTORY     - 20020729 POOR             USACE
 GD0793
 GD0793                          STATION DESCRIPTION
 GD0793
 GD0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0793'AT KENTON.
 GD0793'THE MARK IS 71 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF
 GD0793'THE MOBILE AND OHIO RAILROAD TRACK AT A POINT 15 1/2 RAILS NORTH
 GD0793'OF MILEPOST 431, 34 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD0793'EAST CHURCH STREET, AND 0.6 OF A FOOT NORTH OF A METAL WITNESS
 GD0793'POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 GD0793'TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 GD0793'INCHES AND THE DISK IS STAMPED A 59 1935.  NOTE-- THE MOBILE
 GD0793'AND OHIO RAILROAD STATION MENTIONED IN THE ORIGINAL DESCRIPTION
 GD0793'FOR THIS MARK, WAS TORN COMPLETELY DOWN BY A TRAIN WRECK IN THE
 GD0793'SUMMER OF 1967.
 GD0793
 GD0793                          STATION RECOVERY (2002)
 GD0793
 GD0793'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0793'A LARGE DRYER FOR A GRAIN BIN SETS AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0557 ***********************************************************************
 GA0557  DESIGNATION -  A 59
 GA0557  PID         -  GA0557
 GA0557  STATE/COUNTY-  TN/WASHINGTON
 GA0557  USGS QUAD   -  JONESBOROUGH (1968)
 GA0557
 GA0557                         *CURRENT SURVEY CONTROL
 GA0557  ___________________________________________________________________
 GA0557* NAD 83(1986)-  36 17 39.     (N)    082 28 23.     (W)     SCALED    
 GA0557* NAVD 88     -       515.611  (meters)    1691.63   (feet)  ADJUSTED  
 GA0557  ___________________________________________________________________
 GA0557  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0557  DYNAMIC HT  -         515.119 (meters)    1690.02  (feet)  COMP
 GA0557  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 GA0557
 GA0557  VERT ORDER  -  SECOND    CLASS 0
 GA0557
 GA0557.The horizontal coordinates were scaled from a topographic map and have
 GA0557.an estimated accuracy of +/- 6 seconds.
 GA0557
 GA0557.The orthometric height was determined by differential leveling
 GA0557.and adjusted by the National Geodetic Survey in June 1991..
 GA0557
 GA0557.The geoid height was determined by GEOID03.
 GA0557
 GA0557.The dynamic height is computed by dividing the NAVD 88
 GA0557.geopotential number by the normal gravity value computed on the
 GA0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0557.degrees latitude (g = 980.6199 gals.).
 GA0557
 GA0557.The modeled gravity was interpolated from observed gravity values.
 GA0557
 GA0557;                    North         East    Units  Estimated Accuracy
 GA0557;SPC TN       -   223,260.      916,740.      MT  (+/- 180 meters Scaled)
 GA0557
 GA0557                          SUPERSEDED SURVEY CONTROL
 GA0557
 GA0557  NGVD 29 (??/??/92)  515.745  (m)         1692.07   (f) ADJ UNCH    2 0
 GA0557
 GA0557.Superseded values are not recommended for survey control.
 GA0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0557.See file dsdata.txt to determine how the superseded data were derived.
 GA0557
 GA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA677175(NAD 83)
 GA0557_MARKER: DB = BENCH MARK DISK
 GA0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0557_STAMPING: A 59 1934
 GA0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0557+STABILITY: SURFACE MOTION
 GA0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0557+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2006
 GA0557
 GA0557  HISTORY     - Date     Condition        Report By
 GA0557  HISTORY     - 1934     MONUMENTED       CGS
 GA0557  HISTORY     - 1935     GOOD             NGS
 GA0557  HISTORY     - 1979     GOOD             TVA
 GA0557  HISTORY     - 20010331 GOOD             NGS
 GA0557  HISTORY     - 20060515 GOOD             INDIV
 GA0557
 GA0557                          STATION DESCRIPTION
 GA0557
 GA0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0557'AT JONESBORO.
 GA0557'AT JONESBORO, WASHINGTON COUNTY, IN THE NORTHEAST CORNER OF
 GA0557'THE COURTHOUSE YARD, 18 FEET SOUTH AND 4 FEET WEST OF THE WALK.
 GA0557'A STANDARD DISK, STAMPED A 59 1934 AND SET IN THE TOP OF A
 GA0557'CONCRETE POST.
 GA0557
 GA0557                          STATION RECOVERY (1935)
 GA0557
 GA0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GA0557'RECOVERED IN GOOD CONDITION.
 GA0557
 GA0557                          STATION RECOVERY (1979)
 GA0557
 GA0557'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 GA0557'RECOVERED IN GOOD CONDITION.
 GA0557
 GA0557                          STATION RECOVERY (2001)
 GA0557
 GA0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GA0557
 GA0557                          STATION RECOVERY (2006)
 GA0557
 GA0557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RWS)
 GA0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0001 ***********************************************************************
 FD0001  DESIGNATION -  A 6
 FD0001  PID         -  FD0001
 FD0001  STATE/COUNTY-  TN/RUTHERFORD
 FD0001  USGS QUAD   -  MURFREESBORO (1983)
 FD0001
 FD0001                         *CURRENT SURVEY CONTROL
 FD0001  ___________________________________________________________________
 FD0001* NAD 83(1986)-  35 50 33.     (N)    086 23 51.     (W)     SCALED    
 FD0001* NAVD 88     -       178.329  (meters)     585.07   (feet)  ADJUSTED  
 FD0001  ___________________________________________________________________
 FD0001  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0001  DYNAMIC HT  -         178.172 (meters)     584.55  (feet)  COMP
 FD0001  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FD0001
 FD0001  VERT ORDER  -  FIRST     CLASS II
 FD0001
 FD0001.The horizontal coordinates were scaled from a topographic map and have
 FD0001.an estimated accuracy of +/- 6 seconds.
 FD0001
 FD0001.The orthometric height was determined by differential leveling
 FD0001.and adjusted by the National Geodetic Survey in June 1991..
 FD0001
 FD0001.The geoid height was determined by GEOID03.
 FD0001
 FD0001.The dynamic height is computed by dividing the NAVD 88
 FD0001.geopotential number by the normal gravity value computed on the
 FD0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0001.degrees latitude (g = 980.6199 gals.).
 FD0001
 FD0001.The modeled gravity was interpolated from observed gravity values.
 FD0001
 FD0001;                    North         East    Units  Estimated Accuracy
 FD0001;SPC TN       -   167,510.      564,090.      MT  (+/- 180 meters Scaled)
 FD0001
 FD0001                          SUPERSEDED SURVEY CONTROL
 FD0001
 FD0001  NGVD 29 (??/??/92)  178.341  (m)          585.11   (f) ADJ UNCH    1 2
 FD0001
 FD0001.Superseded values are not recommended for survey control.
 FD0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0001.See file dsdata.txt to determine how the superseded data were derived.
 FD0001
 FD0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE544666(NAD 83)
 FD0001_MARKER: DB = BENCH MARK DISK
 FD0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0001_SP_SET: ABUTMENT
 FD0001_STAMPING: A 6 1930 585.488
 FD0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0001
 FD0001  HISTORY     - Date     Condition        Report By
 FD0001  HISTORY     - 1930     MONUMENTED       CGS
 FD0001  HISTORY     - 1949     GOOD             NGS
 FD0001
 FD0001                          STATION DESCRIPTION
 FD0001
 FD0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0001'AT MURFREESBORO.
 FD0001'AT MURFREESBORO, ABOUT 0.4 MILE SOUTHEAST ALONG THE NASHVILLE,
 FD0001'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION, ABOUT 0.2
 FD0001'MILE SOUTHEAST OF FRANKLIN PIKE OVERPASS OVER TRACKS, SET IN
 FD0001'THE TOP OF THE EAST WING WALL OF THE SOUTHEAST ABUTMENT OF
 FD0001'RAILWAY BRIDGE OVER LYTLE CREEK, 4.8 FEET NORTHEAST OF THE
 FD0001'NORTHEAST RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0736 ***********************************************************************
 GD0736  DESIGNATION -  A 60
 GD0736  PID         -  GD0736
 GD0736  STATE/COUNTY-  TN/LAKE
 GD0736  USGS QUAD   -  TIPTONVILLE (1981)
 GD0736
 GD0736                         *CURRENT SURVEY CONTROL
 GD0736  ___________________________________________________________________
 GD0736* NAD 83(1986)-  36 26 47.     (N)    089 24 37.     (W)     SCALED    
 GD0736* NAVD 88     -        87.782  (meters)     288.00   (feet)  ADJUSTED  
 GD0736  ___________________________________________________________________
 GD0736  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0736  DYNAMIC HT  -          87.712 (meters)     287.77  (feet)  COMP
 GD0736  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 GD0736
 GD0736  VERT ORDER  -  SECOND    CLASS 0
 GD0736
 GD0736.The horizontal coordinates were scaled from a topographic map and have
 GD0736.an estimated accuracy of +/- 6 seconds.
 GD0736
 GD0736.The orthometric height was determined by differential leveling
 GD0736.and adjusted by the National Geodetic Survey in June 1991..
 GD0736
 GD0736.The geoid height was determined by GEOID03.
 GD0736
 GD0736.The dynamic height is computed by dividing the NAVD 88
 GD0736.geopotential number by the normal gravity value computed on the
 GD0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0736.degrees latitude (g = 980.6199 gals.).
 GD0736
 GD0736.The modeled gravity was interpolated from observed gravity values.
 GD0736
 GD0736;                    North         East    Units  Estimated Accuracy
 GD0736;SPC TN       -   239,770.      294,320.      MT  (+/- 180 meters Scaled)
 GD0736
 GD0736                          SUPERSEDED SURVEY CONTROL
 GD0736
 GD0736  NGVD 29 (??/??/??)   87.844  (m)          288.20   (f) ADJUSTED    2 0
 GD0736
 GD0736.Superseded values are not recommended for survey control.
 GD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0736.See file dsdata.txt to determine how the superseded data were derived.
 GD0736
 GD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF839361(NAD 83)
 GD0736_MARKER: DB = BENCH MARK DISK
 GD0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0736_STAMPING: A 60 1935
 GD0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0736+STABILITY: SURFACE MOTION
 GD0736
 GD0736  HISTORY     - Date     Condition        Report By
 GD0736  HISTORY     - 1935     MONUMENTED       CGS
 GD0736  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0736
 GD0736                          STATION DESCRIPTION
 GD0736
 GD0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0736'0.9 MI S FROM NEW MARKHAM.
 GD0736'0.9 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0736'STATION AT NEW MARKHAM, LAKE COUNTY, 200 YARDS SOUTH OF A BRIDGE,
 GD0736'16 YARDS WEST OF THE CENTERLINE OF THE TRACK, 7 YARDS SOUTH OF
 GD0736'THE SOUTH EDGE OF A HOUSE, AND 1 YARD SOUTH OF A CORNER FENCE
 GD0736'POST.  A STANDARD DISK, STAMPED A 60 1935 AND SET IN THE TOP OF
 GD0736'A CONCRETE POST.
 GD0736
 GD0736                          STATION RECOVERY (2002)
 GD0736
 GD0736'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0736'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1722 ***********************************************************************
 FE1722  DESIGNATION -  A 60 1 40
 FE1722  PID         -  FE1722
 FE1722  STATE/COUNTY-  TN/TIPTON
 FE1722  USGS QUAD   -  GIFT (1983)
 FE1722
 FE1722                         *CURRENT SURVEY CONTROL
 FE1722  ___________________________________________________________________
 FE1722* NAD 83(1986)-  35 37 26.     (N)    089 36 27.     (W)     SCALED    
 FE1722* NAVD 88     -        82.649  (meters)     271.16   (feet)  ADJUSTED  
 FE1722  ___________________________________________________________________
 FE1722  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1722  DYNAMIC HT  -          82.580 (meters)     270.93  (feet)  COMP
 FE1722  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 FE1722
 FE1722  VERT ORDER  -  SECOND    CLASS 0
 FE1722
 FE1722.The horizontal coordinates were scaled from a topographic map and have
 FE1722.an estimated accuracy of +/- 6 seconds.
 FE1722
 FE1722.The orthometric height was determined by differential leveling
 FE1722.and adjusted by the National Geodetic Survey in June 1991..
 FE1722
 FE1722.The geoid height was determined by GEOID03.
 FE1722
 FE1722.The dynamic height is computed by dividing the NAVD 88
 FE1722.geopotential number by the normal gravity value computed on the
 FE1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1722.degrees latitude (g = 980.6199 gals.).
 FE1722
 FE1722.The modeled gravity was interpolated from observed gravity values.
 FE1722
 FE1722;                    North         East    Units  Estimated Accuracy
 FE1722;SPC TN       -   149,210.      273,290.      MT  (+/- 180 meters Scaled)
 FE1722
 FE1722                          SUPERSEDED SURVEY CONTROL
 FE1722
 FE1722  NGVD 29 (??/??/??)   82.701  (m)          271.33   (f) ADJUSTED    2 0
 FE1722
 FE1722.Superseded values are not recommended for survey control.
 FE1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1722.See file dsdata.txt to determine how the superseded data were derived.
 FE1722
 FE1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE638453(NAD 83)
 FE1722_MARKER: DD = SURVEY DISK
 FE1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1722_STAMPING: A 60 1 40 1935
 FE1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1722+STABILITY: SURFACE MOTION
 FE1722
 FE1722  HISTORY     - Date     Condition        Report By
 FE1722  HISTORY     - 1935     MONUMENTED       DOD
 FE1722  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1722  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 FE1722
 FE1722                          STATION DESCRIPTION
 FE1722
 FE1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1722'AT RIALTO.
 FE1722'AT RIALTO, TIPTON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 2
 FE1722'RAILS NORTH OF A ROAD CROSSING, 400 FEET SOUTH OF THE WATER TANK,
 FE1722'30 FEET WEST OF THE WEST RAIL, 12 FEET EAST OF A NORTH-AND-SOUTH
 FE1722'STREET, AND 5 FEET NORTH OF A POLE.  A CORPS OF ENGINEERS, U.S.
 FE1722'ARMY, STANDARD DISK, STAMPED A 60 1 40 1935 AND SET IN THE TOP OF
 FE1722'A CONCRETE POST.
 FE1722
 FE1722                          STATION RECOVERY (1987)
 FE1722
 FE1722'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 FE1722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1724 ***********************************************************************
 FE1724  DESIGNATION -  A 60 1 40 BOLT
 FE1724  PID         -  FE1724
 FE1724  STATE/COUNTY-  TN/TIPTON
 FE1724  USGS QUAD   -  GIFT (1983)
 FE1724
 FE1724                         *CURRENT SURVEY CONTROL
 FE1724  ___________________________________________________________________
 FE1724* NAD 83(1986)-  35 37 25.     (N)    089 36 26.     (W)     SCALED    
 FE1724* NAVD 88     -        81.347  (meters)     266.89   (feet)  ADJUSTED  
 FE1724  ___________________________________________________________________
 FE1724  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1724  DYNAMIC HT  -          81.279 (meters)     266.66  (feet)  COMP
 FE1724  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 FE1724
 FE1724  VERT ORDER  -  FIRST     CLASS I
 FE1724
 FE1724.The horizontal coordinates were scaled from a topographic map and have
 FE1724.an estimated accuracy of +/- 6 seconds.
 FE1724
 FE1724.The orthometric height was determined by differential leveling
 FE1724.and adjusted by the National Geodetic Survey in June 1991..
 FE1724.WARNING-Repeat measurements at this control monument indicate possible
 FE1724.vertical movement.
 FE1724
 FE1724.The geoid height was determined by GEOID03.
 FE1724
 FE1724.The dynamic height is computed by dividing the NAVD 88
 FE1724.geopotential number by the normal gravity value computed on the
 FE1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1724.degrees latitude (g = 980.6199 gals.).
 FE1724
 FE1724.The modeled gravity was interpolated from observed gravity values.
 FE1724
 FE1724;                    North         East    Units  Estimated Accuracy
 FE1724;SPC TN       -   149,180.      273,310.      MT  (+/- 180 meters Scaled)
 FE1724
 FE1724                          SUPERSEDED SURVEY CONTROL
 FE1724
 FE1724  NGVD 29 (??/??/??)   81.312  (m)          266.77   (f) ADJUSTED    1 1
 FE1724
 FE1724.Superseded values are not recommended for survey control.
 FE1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1724.See file dsdata.txt to determine how the superseded data were derived.
 FE1724
 FE1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE638453(NAD 83)
 FE1724_MARKER: B = BOLT
 FE1724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1724_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1724_STAMPING: BARNS A 60-1-40
 FE1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1724
 FE1724  HISTORY     - Date     Condition        Report By
 FE1724  HISTORY     - UNK      MONUMENTED       DOD
 FE1724  HISTORY     - 1974     GOOD             NGS
 FE1724
 FE1724                          STATION DESCRIPTION
 FE1724
 FE1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1724'4.6 MI NE FROM COVINGTON.
 FE1724'ABOUT 4.65 MILES NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 FE1724'STATION AT COVINGTON, 0.4 MILE NORTH-NORTHEAST OF MILEPOST 348,
 FE1724'ALSO, 0.1 MILE EAST OF THE RIALTO BAPTIST CHURCH, 24 FEET
 FE1724'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 71 FEET NORTH-NORTHEAST
 FE1724'OF THE CENTER OF THE CROSSING WITH AN ASPHALT ROAD, 66 FEET
 FE1724'NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET EAST OF
 FE1724'THE EAST CORNER OF A STORE BUILDING, 6.3 FEET NORTHEAST
 FE1724'OF A TELEPHONE POLE, 0.7 FOOT SOUTH-SOUTHWEST OF THE WEST CORNER
 FE1724'OF A SMALL CONCRETE CONTROL BUILDING, A COPPER BOLT ACCESS TO
 FE1724'WHICH IS HAD THROUGH A 3 1/2 INCH IRON PIPE WHICH PROJECTS 15
 FE1724'INCHES ABOVE GROUND, 2 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1723 ***********************************************************************
 FE1723  DESIGNATION -  A 60 1 40 CAP
 FE1723  PID         -  FE1723
 FE1723  STATE/COUNTY-  TN/TIPTON
 FE1723  USGS QUAD   -  GIFT (1983)
 FE1723
 FE1723                         *CURRENT SURVEY CONTROL
 FE1723  ___________________________________________________________________
 FE1723* NAD 83(1986)-  35 37 25.     (N)    089 36 26.     (W)     SCALED    
 FE1723* NAVD 88     -        82.576  (meters)     270.92   (feet)  ADJUSTED  
 FE1723  ___________________________________________________________________
 FE1723  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1723  DYNAMIC HT  -          82.507 (meters)     270.69  (feet)  COMP
 FE1723  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 FE1723
 FE1723  VERT ORDER  -  FIRST     CLASS I
 FE1723
 FE1723.The horizontal coordinates were scaled from a topographic map and have
 FE1723.an estimated accuracy of +/- 6 seconds.
 FE1723
 FE1723.The orthometric height was determined by differential leveling
 FE1723.and adjusted by the National Geodetic Survey in June 1991..
 FE1723.WARNING-Repeat measurements at this control monument indicate possible
 FE1723.vertical movement.
 FE1723
 FE1723.The geoid height was determined by GEOID03.
 FE1723
 FE1723.The dynamic height is computed by dividing the NAVD 88
 FE1723.geopotential number by the normal gravity value computed on the
 FE1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1723.degrees latitude (g = 980.6199 gals.).
 FE1723
 FE1723.The modeled gravity was interpolated from observed gravity values.
 FE1723
 FE1723;                    North         East    Units  Estimated Accuracy
 FE1723;SPC TN       -   149,180.      273,310.      MT  (+/- 180 meters Scaled)
 FE1723
 FE1723                          SUPERSEDED SURVEY CONTROL
 FE1723
 FE1723  NGVD 29 (??/??/??)   82.534  (m)          270.78   (f) ADJUSTED    1 1
 FE1723
 FE1723.Superseded values are not recommended for survey control.
 FE1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1723.See file dsdata.txt to determine how the superseded data were derived.
 FE1723
 FE1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE638453(NAD 83)
 FE1723_MARKER: P = PIPE CAP
 FE1723_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1723_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1723_STAMPING: BARNS A 60-1-40
 FE1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1723
 FE1723  HISTORY     - Date     Condition        Report By
 FE1723  HISTORY     - UNK      MONUMENTED       DOD
 FE1723  HISTORY     - 1974     GOOD             NGS
 FE1723  HISTORY     - 1987     POOR             USPSQD
 FE1723
 FE1723                          STATION DESCRIPTION
 FE1723
 FE1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1723'4.6 MI NE FROM COVINGTON.
 FE1723'ABOUT 4.65 MILES NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FE1723'THE STATION AT COVINGTON, 0.4 MILE NORTH-NORTHEAST OF MILEPOST
 FE1723'348, ALSO, 0.1 MILE EAST OF THE RIALTO BAPTIST CHURCH, 24 FEET
 FE1723'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 71 FEET NORTH-NORTHEAST
 FE1723'OF THE CENTER OF THE CROSSING WITH AN ASPHALT ROAD, 66 FEET
 FE1723'NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET EAST OF THE
 FE1723'EAST CORNER OF A STORE BUILDING, 6.3 FEET NORTHEAST OF A
 FE1723'TELEPHONE POLE, 0.7 FOOT SOUTH-SOUTHWEST OF THE WEST CORNER OF
 FE1723'A SMALL CONCRETE CONTROL BUILDING, A 3 1/2 INCH IRON PIPE WHICH
 FE1723'PROJECTS 15 INCHES ABOVE GROUND, 2 FEET ABOVE TRACK.
 FE1723
 FE1723                          STATION RECOVERY (1987)
 FE1723
 FE1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1723'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1637 ***********************************************************************
 FE1637  DESIGNATION -  A 61 35 3 BOLT
 FE1637  PID         -  FE1637
 FE1637  STATE/COUNTY-  TN/LAUDERDALE
 FE1637  USGS QUAD   -  GOLDDUST (1983)
 FE1637
 FE1637                         *CURRENT SURVEY CONTROL
 FE1637  ___________________________________________________________________
 FE1637* NAD 83(1986)-  35 37 40.     (N)    089 49 20.     (W)     SCALED    
 FE1637* NAVD 88     -        84.323  (meters)     276.65   (feet)  ADJUSTED  
 FE1637  ___________________________________________________________________
 FE1637  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1637  DYNAMIC HT  -          84.252 (meters)     276.42  (feet)  COMP
 FE1637  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 FE1637
 FE1637  VERT ORDER  -  FIRST     CLASS II
 FE1637
 FE1637.The horizontal coordinates were scaled from a topographic map and have
 FE1637.an estimated accuracy of +/- 6 seconds.
 FE1637
 FE1637.The orthometric height was determined by differential leveling
 FE1637.and adjusted by the National Geodetic Survey in June 1991..
 FE1637
 FE1637.The geoid height was determined by GEOID03.
 FE1637
 FE1637.The dynamic height is computed by dividing the NAVD 88
 FE1637.geopotential number by the normal gravity value computed on the
 FE1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1637.degrees latitude (g = 980.6199 gals.).
 FE1637
 FE1637.The modeled gravity was interpolated from observed gravity values.
 FE1637
 FE1637;                    North         East    Units  Estimated Accuracy
 FE1637;SPC TN       -   150,380.      253,870.      MT  (+/- 180 meters Scaled)
 FE1637
 FE1637                          SUPERSEDED SURVEY CONTROL
 FE1637
 FE1637  NGVD 29 (??/??/??)   84.290  (m)          276.54   (f) ADJUSTED    1 2
 FE1637
 FE1637.Superseded values are not recommended for survey control.
 FE1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1637.See file dsdata.txt to determine how the superseded data were derived.
 FE1637
 FE1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE444463(NAD 83)
 FE1637_MARKER: B = BOLT
 FE1637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1637_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1637_STAMPING: A 61-35-3 RESET 1952
 FE1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1637
 FE1637  HISTORY     - Date     Condition        Report By
 FE1637  HISTORY     - 1952     MONUMENTED       DOD
 FE1637  HISTORY     - 1957     GOOD             CGS
 FE1637  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 FE1637
 FE1637                          STATION DESCRIPTION
 FE1637
 FE1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1637'4 MI NE FROM FULTON.
 FE1637'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1637'AT FULTON, 30 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 FE1637'HIGHWAY, 79 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 FE1637'HIGHWAY AND A FARM ROAD LEADING SOUTHEAST, 36 FEET WEST-SOUTHWEST
 FE1637'OF POWER LINE POLE NO. 80C/304309, 28 FEET WEST-NORTHWEST OF THE
 FE1637'WEST CORNER OF A METAL COVERED REPAIR SHOP, 2 3/4 FEET SOUTHWEST
 FE1637'OF A FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE LINE, 7 FEET
 FE1637'ABOVE THE LEVEL OF THE HIGHWAY, A COPPER BOLT DIRECTLY UNDER A
 FE1637'US ENGINEERS PIPE AND CAP WHICH PROJECTS 12 INCHES ABOVE THE
 FE1637'GROUND.
 FE1637
 FE1637                          STATION RECOVERY (1974)
 FE1637
 FE1637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 FE1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1636 ***********************************************************************
 FE1636  DESIGNATION -  A 61 35 3 CAP
 FE1636  PID         -  FE1636
 FE1636  STATE/COUNTY-  TN/LAUDERDALE
 FE1636  USGS QUAD   -  GOLDDUST (1983)
 FE1636
 FE1636                         *CURRENT SURVEY CONTROL
 FE1636  ___________________________________________________________________
 FE1636* NAD 83(1986)-  35 37 40.     (N)    089 49 20.     (W)     SCALED    
 FE1636* NAVD 88     -        85.523  (meters)     280.59   (feet)  ADJUSTED  
 FE1636  ___________________________________________________________________
 FE1636  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1636  DYNAMIC HT  -          85.450 (meters)     280.35  (feet)  COMP
 FE1636  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 FE1636
 FE1636  VERT ORDER  -  FIRST     CLASS II
 FE1636
 FE1636.The horizontal coordinates were scaled from a topographic map and have
 FE1636.an estimated accuracy of +/- 6 seconds.
 FE1636
 FE1636.The orthometric height was determined by differential leveling
 FE1636.and adjusted by the National Geodetic Survey in June 1991..
 FE1636
 FE1636.The geoid height was determined by GEOID03.
 FE1636
 FE1636.The dynamic height is computed by dividing the NAVD 88
 FE1636.geopotential number by the normal gravity value computed on the
 FE1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1636.degrees latitude (g = 980.6199 gals.).
 FE1636
 FE1636.The modeled gravity was interpolated from observed gravity values.
 FE1636
 FE1636;                    North         East    Units  Estimated Accuracy
 FE1636;SPC TN       -   150,380.      253,870.      MT  (+/- 180 meters Scaled)
 FE1636
 FE1636                          SUPERSEDED SURVEY CONTROL
 FE1636
 FE1636  NGVD 29 (??/??/??)   85.489  (m)          280.48   (f) ADJUSTED    1 2
 FE1636
 FE1636.Superseded values are not recommended for survey control.
 FE1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1636.See file dsdata.txt to determine how the superseded data were derived.
 FE1636
 FE1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE444463(NAD 83)
 FE1636_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1636_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1636_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1636_STAMPING: A 61-35-3 RESET 1952
 FE1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1636
 FE1636  HISTORY     - Date     Condition        Report By
 FE1636  HISTORY     - 1952     MONUMENTED       DOD
 FE1636  HISTORY     - 1957     GOOD             CGS
 FE1636  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 FE1636
 FE1636                          STATION DESCRIPTION
 FE1636
 FE1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1636'4 MI NE FROM FULTON.
 FE1636'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1636'AT FULTON, 30 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 FE1636'HIGHWAY, 79 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 FE1636'HIGHWAY AND A FARM ROAD LEADING SOUTHEAST, 36 FEET WEST-SOUTHWEST
 FE1636'OF POWER LINE POLE NO. 80C/304309, 28 FEET WEST-NORTHWEST OF THE
 FE1636'WEST CORNER OF A METAL COVERED REPAIR SHOP, 2 3/4 FEET SOUTHWEST
 FE1636'OF A FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE LINE, 7 FEET
 FE1636'ABOVE THE LEVEL OF THE HIGHWAY, A US ENGINEERS PIPE AND CAP WHICH
 FE1636'PROJECTS 12 INCHES ABOVE THE GROUND.
 FE1636
 FE1636                          STATION RECOVERY (1974)
 FE1636
 FE1636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 FE1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1643 ***********************************************************************
 FE1643  DESIGNATION -  A 61 35 4 BOLT
 FE1643  PID         -  FE1643
 FE1643  STATE/COUNTY-  TN/LAUDERDALE
 FE1643  USGS QUAD   -  NODENA (1983)
 FE1643
 FE1643                         *CURRENT SURVEY CONTROL
 FE1643  ___________________________________________________________________
 FE1643* NAD 83(1986)-  35 36 48.     (N)    089 53 02.     (W)     SCALED    
 FE1643* NAVD 88     -        76.641  (meters)     251.45   (feet)  ADJUSTED  
 FE1643  ___________________________________________________________________
 FE1643  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1643  DYNAMIC HT  -          76.575 (meters)     251.23  (feet)  COMP
 FE1643  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 FE1643
 FE1643  VERT ORDER  -  FIRST     CLASS II
 FE1643
 FE1643.The horizontal coordinates were scaled from a topographic map and have
 FE1643.an estimated accuracy of +/- 6 seconds.
 FE1643
 FE1643.The orthometric height was determined by differential leveling
 FE1643.and adjusted by the National Geodetic Survey in June 1991..
 FE1643
 FE1643.The geoid height was determined by GEOID03.
 FE1643
 FE1643.The dynamic height is computed by dividing the NAVD 88
 FE1643.geopotential number by the normal gravity value computed on the
 FE1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1643.degrees latitude (g = 980.6199 gals.).
 FE1643
 FE1643.The modeled gravity was interpolated from observed gravity values.
 FE1643
 FE1643;                    North         East    Units  Estimated Accuracy
 FE1643;SPC TN       -   149,000.      248,220.      MT  (+/- 180 meters Scaled)
 FE1643
 FE1643                          SUPERSEDED SURVEY CONTROL
 FE1643
 FE1643  NGVD 29 (??/??/??)   76.609  (m)          251.34   (f) ADJUSTED    1 2
 FE1643
 FE1643.Superseded values are not recommended for survey control.
 FE1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1643.See file dsdata.txt to determine how the superseded data were derived.
 FE1643
 FE1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE387448(NAD 83)
 FE1643_MARKER: B = BOLT
 FE1643_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1643_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1643_STAMPING: A 61-35-4
 FE1643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1643
 FE1643  HISTORY     - Date     Condition        Report By
 FE1643  HISTORY     - UNK      MONUMENTED       DOD
 FE1643  HISTORY     - 1957     GOOD             CGS
 FE1643
 FE1643                          STATION DESCRIPTION
 FE1643
 FE1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1643'AT FULTON.
 FE1643'AT FULTON, ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 87 FROM
 FE1643'THE POST OFFICE AND THE FULTON GROCERY STORE, 179 FEET
 FE1643'WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN AN OPEN
 FE1643'PASTURE, 140 FEET WEST-SOUTHWEST OF A 24-INCH HEDGE TREE IN
 FE1643'FENCE LINE AND AT A FENCE CORNER, 65 FEET WEST-SOUTHWEST OF A
 FE1643'SMALL POND, 128 FEET EAST OF A T IN A FENCE LINE, 29 1/2 FEET
 FE1643'SOUTH OF AN EAST-WEST FENCE LINE, 50 FEET NORTHEAST OF A LONE
 FE1643'6-INCH THORN TREE IN PASTURE, 2 FEET BELOW THE LEVEL OF THE
 FE1643'HIGHWAY AND ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 9 INCHES
 FE1643'ABOVE THE GROUND, AND DIRECTLY OVER A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1642 ***********************************************************************
 FE1642  DESIGNATION -  A 61 35 4 CAP
 FE1642  PID         -  FE1642
 FE1642  STATE/COUNTY-  TN/LAUDERDALE
 FE1642  USGS QUAD   -  NODENA (1983)
 FE1642
 FE1642                         *CURRENT SURVEY CONTROL
 FE1642  ___________________________________________________________________
 FE1642* NAD 83(1986)-  35 36 48.     (N)    089 53 02.     (W)     SCALED    
 FE1642* NAVD 88     -        77.848  (meters)     255.41   (feet)  ADJUSTED  
 FE1642  ___________________________________________________________________
 FE1642  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1642  DYNAMIC HT  -          77.782 (meters)     255.19  (feet)  COMP
 FE1642  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 FE1642
 FE1642  VERT ORDER  -  FIRST     CLASS II
 FE1642
 FE1642.The horizontal coordinates were scaled from a topographic map and have
 FE1642.an estimated accuracy of +/- 6 seconds.
 FE1642
 FE1642.The orthometric height was determined by differential leveling
 FE1642.and adjusted by the National Geodetic Survey in June 1991..
 FE1642
 FE1642.The geoid height was determined by GEOID03.
 FE1642
 FE1642.The dynamic height is computed by dividing the NAVD 88
 FE1642.geopotential number by the normal gravity value computed on the
 FE1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1642.degrees latitude (g = 980.6199 gals.).
 FE1642
 FE1642.The modeled gravity was interpolated from observed gravity values.
 FE1642
 FE1642;                    North         East    Units  Estimated Accuracy
 FE1642;SPC TN       -   149,000.      248,220.      MT  (+/- 180 meters Scaled)
 FE1642
 FE1642                          SUPERSEDED SURVEY CONTROL
 FE1642
 FE1642  NGVD 29 (??/??/??)   77.820  (m)          255.31   (f) ADJUSTED    1 2
 FE1642
 FE1642.Superseded values are not recommended for survey control.
 FE1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1642.See file dsdata.txt to determine how the superseded data were derived.
 FE1642
 FE1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE387448(NAD 83)
 FE1642_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1642_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1642_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1642_STAMPING: A 61-35-4
 FE1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1642
 FE1642  HISTORY     - Date     Condition        Report By
 FE1642  HISTORY     - UNK      MONUMENTED       DOD
 FE1642  HISTORY     - 1957     GOOD             CGS
 FE1642
 FE1642                          STATION DESCRIPTION
 FE1642
 FE1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1642'AT FULTON.
 FE1642'AT FULTON, ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 87 FROM
 FE1642'THE POST OFFICE AND THE FULTON GROCERY STORE, 179 FEET
 FE1642'WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN AN OPEN
 FE1642'PASTURE, 140 FEET WEST-SOUTHWEST OF A 24-INCH HEDGE TREE IN FENCE
 FE1642'LINE AND AT A FENCE CORNER, 65 FEET WEST-SOUTHWEST OF A SMALL
 FE1642'POND, 128 FEET EAST OF A T IN A FENCE LINE, 29 1/2 FEET SOUTH
 FE1642'OF AN EAST-WEST FENCE LINE, 50 FEET NORTHEAST OF A LONE 6-INCH
 FE1642'THORN TREE IN PASTURE, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 FE1642'ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 9 INCHES ABOVE THE
 FE1642'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1666 ***********************************************************************
 FE1666  DESIGNATION -  A 61 46 1 BOLT
 FE1666  PID         -  FE1666
 FE1666  STATE/COUNTY-  TN/TIPTON
 FE1666  USGS QUAD   -  NODENA (1983)
 FE1666
 FE1666                         *CURRENT SURVEY CONTROL
 FE1666  ___________________________________________________________________
 FE1666* NAD 83(1986)-  35 31 01.     (N)    089 53 20.     (W)     SCALED    
 FE1666* NAVD 88     -        97.405  (meters)     319.57   (feet)  ADJUSTED  
 FE1666  ___________________________________________________________________
 FE1666  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1666  DYNAMIC HT  -          97.321 (meters)     319.29  (feet)  COMP
 FE1666  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 FE1666
 FE1666  VERT ORDER  -  FIRST     CLASS II
 FE1666
 FE1666.The horizontal coordinates were scaled from a topographic map and have
 FE1666.an estimated accuracy of +/- 6 seconds.
 FE1666
 FE1666.The orthometric height was determined by differential leveling
 FE1666.and adjusted by the National Geodetic Survey in June 1991..
 FE1666
 FE1666.The geoid height was determined by GEOID03.
 FE1666
 FE1666.The dynamic height is computed by dividing the NAVD 88
 FE1666.geopotential number by the normal gravity value computed on the
 FE1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1666.degrees latitude (g = 980.6199 gals.).
 FE1666
 FE1666.The modeled gravity was interpolated from observed gravity values.
 FE1666
 FE1666;                    North         East    Units  Estimated Accuracy
 FE1666;SPC TN       -   138,330.      247,340.      MT  (+/- 180 meters Scaled)
 FE1666
 FE1666                          SUPERSEDED SURVEY CONTROL
 FE1666
 FE1666  NGVD 29 (??/??/??)   97.378  (m)          319.48   (f) ADJUSTED    1 2
 FE1666
 FE1666.Superseded values are not recommended for survey control.
 FE1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1666.See file dsdata.txt to determine how the superseded data were derived.
 FE1666
 FE1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE380342(NAD 83)
 FE1666_MARKER: B = BOLT
 FE1666_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1666_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1666_STAMPING: PORTER A 61-46-1
 FE1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1666
 FE1666  HISTORY     - Date     Condition        Report By
 FE1666  HISTORY     - UNK      MONUMENTED       DOD
 FE1666  HISTORY     - 1957     GOOD             CGS
 FE1666
 FE1666                          STATION DESCRIPTION
 FE1666
 FE1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1666'AT RANDOLPH.
 FE1666'AT RANDOLPH, 37 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVEL
 FE1666'ROAD LEADING NORTHEAST, 134 FEET SOUTHEAST AND ACROSS THE ROAD
 FE1666'LEADING NORTHEAST FROM THE SOUTHEAST CORNER OF THE RANDOLPH
 FE1666'METHODIST CHURCH, 99 FEET NORTHEAST OF THE CENTER OF THE T
 FE1666'JUNCTION FORMED BY THE GRAVEL ROAD LEADING NORTHEAST AND A TAR
 FE1666'ROAD LEADING SOUTHEAST AND NORTHWEST, 89 FEET NORTHEAST OF THE
 FE1666'CENTER LINE OF THE TAR ROAD, 11 FEET NORTHWEST OF POWER LINE
 FE1666'POLE NO. 85, 3 1/2 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD, A
 FE1666'COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP WHICH PROJECTS 8
 FE1666'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1665 ***********************************************************************
 FE1665  DESIGNATION -  A 61 46 1 CAP
 FE1665  PID         -  FE1665
 FE1665  STATE/COUNTY-  TN/TIPTON
 FE1665  USGS QUAD   -  NODENA (1983)
 FE1665
 FE1665                         *CURRENT SURVEY CONTROL
 FE1665  ___________________________________________________________________
 FE1665* NAD 83(1986)-  35 31 01.     (N)    089 53 20.     (W)     SCALED    
 FE1665* NAVD 88     -        98.605  (meters)     323.51   (feet)  ADJUSTED  
 FE1665  ___________________________________________________________________
 FE1665  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1665  DYNAMIC HT  -          98.519 (meters)     323.22  (feet)  COMP
 FE1665  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 FE1665
 FE1665  VERT ORDER  -  FIRST     CLASS II
 FE1665
 FE1665.The horizontal coordinates were scaled from a topographic map and have
 FE1665.an estimated accuracy of +/- 6 seconds.
 FE1665
 FE1665.The orthometric height was determined by differential leveling
 FE1665.and adjusted by the National Geodetic Survey in June 1991..
 FE1665
 FE1665.The geoid height was determined by GEOID03.
 FE1665
 FE1665.The dynamic height is computed by dividing the NAVD 88
 FE1665.geopotential number by the normal gravity value computed on the
 FE1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1665.degrees latitude (g = 980.6199 gals.).
 FE1665
 FE1665.The modeled gravity was interpolated from observed gravity values.
 FE1665
 FE1665;                    North         East    Units  Estimated Accuracy
 FE1665;SPC TN       -   138,330.      247,340.      MT  (+/- 180 meters Scaled)
 FE1665
 FE1665                          SUPERSEDED SURVEY CONTROL
 FE1665
 FE1665  NGVD 29 (??/??/??)   98.595  (m)          323.47   (f) ADJUSTED    1 2
 FE1665
 FE1665.Superseded values are not recommended for survey control.
 FE1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1665.See file dsdata.txt to determine how the superseded data were derived.
 FE1665
 FE1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE380342(NAD 83)
 FE1665_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1665_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1665_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1665_STAMPING: PORTER A 61-46-1
 FE1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1665
 FE1665  HISTORY     - Date     Condition        Report By
 FE1665  HISTORY     - UNK      MONUMENTED       DOD
 FE1665  HISTORY     - 1957     GOOD             CGS
 FE1665  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1665
 FE1665                          STATION DESCRIPTION
 FE1665
 FE1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1665'AT RANDOLPH.
 FE1665'AT RANDOLPH, 37 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVEL
 FE1665'ROAD LEADING NORTHEAST, 134 FEET SOUTHEAST AND ACROSS THE ROAD
 FE1665'LEADING NORTHEAST FROM THE SOUTHEAST CORNER OF THE RANDOLPH
 FE1665'METHODIST CHURCH, 99 FEET NORTHEAST OF THE CENTER OF THE T
 FE1665'JUNCTION FORMED BY THE GRAVEL ROAD LEADING NORTHEAST OF THE
 FE1665'CENTER LINE OF THE TAR ROAD, 11 FEET NORTHWEST OF POWER LINE
 FE1665'POLE NO. 85, 3 1/2 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD, A USE
 FE1665'PIPE AND CAP WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 FE1665
 FE1665                          STATION RECOVERY (2002)
 FE1665
 FE1665'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1680 ***********************************************************************
 FE1680  DESIGNATION -  A 61 46 2 BOLT
 FE1680  PID         -  FE1680
 FE1680  STATE/COUNTY-  TN/TIPTON
 FE1680  USGS QUAD   -  NODENA (1983)
 FE1680
 FE1680                         *CURRENT SURVEY CONTROL
 FE1680  ___________________________________________________________________
 FE1680* NAD 83(1986)-  35 30 27.     (N)    089 55 53.     (W)     SCALED    
 FE1680* NAVD 88     -        75.171  (meters)     246.62   (feet)  ADJUSTED  
 FE1680  ___________________________________________________________________
 FE1680  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1680  DYNAMIC HT  -          75.106 (meters)     246.41  (feet)  COMP
 FE1680  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 FE1680
 FE1680  VERT ORDER  -  FIRST     CLASS II
 FE1680
 FE1680.The horizontal coordinates were scaled from a topographic map and have
 FE1680.an estimated accuracy of +/- 6 seconds.
 FE1680
 FE1680.The orthometric height was determined by differential leveling
 FE1680.and adjusted by the National Geodetic Survey in June 1991..
 FE1680
 FE1680.The geoid height was determined by GEOID03.
 FE1680
 FE1680.The dynamic height is computed by dividing the NAVD 88
 FE1680.geopotential number by the normal gravity value computed on the
 FE1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1680.degrees latitude (g = 980.6199 gals.).
 FE1680
 FE1680.The modeled gravity was interpolated from observed gravity values.
 FE1680
 FE1680;                    North         East    Units  Estimated Accuracy
 FE1680;SPC TN       -   137,440.      243,450.      MT  (+/- 180 meters Scaled)
 FE1680
 FE1680                          SUPERSEDED SURVEY CONTROL
 FE1680
 FE1680  NGVD 29 (??/??/??)   75.142  (m)          246.53   (f) ADJUSTED    1 2
 FE1680
 FE1680.Superseded values are not recommended for survey control.
 FE1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1680.See file dsdata.txt to determine how the superseded data were derived.
 FE1680
 FE1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE341332(NAD 83)
 FE1680_MARKER: B = BOLT
 FE1680_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1680_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1680_STAMPING: BARNS A 61-46-2
 FE1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1680
 FE1680  HISTORY     - Date     Condition        Report By
 FE1680  HISTORY     - UNK      MONUMENTED       DOD
 FE1680  HISTORY     - 1957     GOOD             CGS
 FE1680  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1680
 FE1680                          STATION DESCRIPTION
 FE1680
 FE1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1680'4.3 MI SW FROM RANDOLPH.
 FE1680'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1680'CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 FE1680'ROAD, THENCE 3.1 MILES WEST ALONG STATE HIGHWAY 59, ABOUT 0.2
 FE1680'MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST,
 FE1680'0.4 MILE SOUTH OF THE END OF STATE HIGHWAY 59 AND RICHARDSONS
 FE1680'LANDING, AT THE OUTSIDE OF A LONG CURVE, 130 FEET WEST OF THE
 FE1680'CENTER LINE OF THE HIGHWAY 72 FEET NORTHWEST OF A POWER LINE
 FE1680'POLE, 59 FEET NORTH OF A FENCE ALONG THE SOUTH SIDE OF A GARDEN,
 FE1680'23 FEET EAST OF THE FENCE ALONG THE WEST SIDE OF A GARDEN AND IN
 FE1680'THE GARDEN, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, A COPPER
 FE1680'BOLT DIRECTLY UNDER A USE PIPE AND CAP WHICH PROJECTS 4 INCHES
 FE1680'ABOVE THE GROUND.
 FE1680
 FE1680                          STATION RECOVERY (1971)
 FE1680
 FE1680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1679 ***********************************************************************
 FE1679  DESIGNATION -  A 61 46 2 CAP
 FE1679  PID         -  FE1679
 FE1679  STATE/COUNTY-  TN/TIPTON
 FE1679  USGS QUAD   -  NODENA (1983)
 FE1679
 FE1679                         *CURRENT SURVEY CONTROL
 FE1679  ___________________________________________________________________
 FE1679* NAD 83(1986)-  35 30 27.     (N)    089 55 53.     (W)     SCALED    
 FE1679* NAVD 88     -        76.380  (meters)     250.59   (feet)  ADJUSTED  
 FE1679  ___________________________________________________________________
 FE1679  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1679  DYNAMIC HT  -          76.314 (meters)     250.37  (feet)  COMP
 FE1679  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 FE1679
 FE1679  VERT ORDER  -  FIRST     CLASS II
 FE1679
 FE1679.The horizontal coordinates were scaled from a topographic map and have
 FE1679.an estimated accuracy of +/- 6 seconds.
 FE1679
 FE1679.The orthometric height was determined by differential leveling
 FE1679.and adjusted by the National Geodetic Survey in June 1991..
 FE1679
 FE1679.The geoid height was determined by GEOID03.
 FE1679
 FE1679.The dynamic height is computed by dividing the NAVD 88
 FE1679.geopotential number by the normal gravity value computed on the
 FE1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1679.degrees latitude (g = 980.6199 gals.).
 FE1679
 FE1679.The modeled gravity was interpolated from observed gravity values.
 FE1679
 FE1679;                    North         East    Units  Estimated Accuracy
 FE1679;SPC TN       -   137,440.      243,450.      MT  (+/- 180 meters Scaled)
 FE1679
 FE1679                          SUPERSEDED SURVEY CONTROL
 FE1679
 FE1679  NGVD 29 (??/??/??)   76.344  (m)          250.47   (f) ADJUSTED    1 2
 FE1679
 FE1679.Superseded values are not recommended for survey control.
 FE1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1679.See file dsdata.txt to determine how the superseded data were derived.
 FE1679
 FE1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE341332(NAD 83)
 FE1679_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1679_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1679_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1679_STAMPING: BARNS A 61-46-2
 FE1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1679
 FE1679  HISTORY     - Date     Condition        Report By
 FE1679  HISTORY     - UNK      MONUMENTED       DOD
 FE1679  HISTORY     - 1957     GOOD             CGS
 FE1679  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1679
 FE1679                          STATION DESCRIPTION
 FE1679
 FE1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1679'4.3 MI SW FROM RANDOLPH.
 FE1679'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1679'CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 FE1679'ROAD, THENCE 3.1 MILES WEST ALONG STATE HIGHWAY 59, ABOUT 0.2
 FE1679'MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 FE1679'SOUTHWEST, 0.4 MILE SOUTH OF THE END OF STATE HIGHWAY 59 AND
 FE1679'RICHARDSONS LANDING, AT THE OUTSIDE OF A LONG CURVE, 130 FEET
 FE1679'WEST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET NORTHWEST OF A
 FE1679'POWER LINE POLE, 59 FEET NORTH OF A FENCE ALONG THE SOUTH SIDE
 FE1679'OF A GARDEN, 23 FEET EAST OF THE FENCE ALONG THE WEST SIDE OF A
 FE1679'GARDEN AND IN THE GARDEN, ABOUT 5 FEET BELOW THE LEVEL OF THE
 FE1679'HIGHWAY, A USE PIPE AND CAP WHICH PROJECTS 4 INCHES ABOVE THE
 FE1679'GROUND.
 FE1679
 FE1679                          STATION RECOVERY (1971)
 FE1679
 FE1679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0862 ***********************************************************************
 FE0862  DESIGNATION -  A 63
 FE0862  PID         -  FE0862
 FE0862  STATE/COUNTY-  TN/CROCKETT
 FE0862  USGS QUAD   -  BELLS (1981)
 FE0862
 FE0862                         *CURRENT SURVEY CONTROL
 FE0862  ___________________________________________________________________
 FE0862* NAD 83(1986)-  35 44 50.     (N)    089 01 49.     (W)     SCALED    
 FE0862* NAVD 88     -       107.371  (meters)     352.27   (feet)  ADJUSTED  
 FE0862  ___________________________________________________________________
 FE0862  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0862  DYNAMIC HT  -         107.277 (meters)     351.96  (feet)  COMP
 FE0862  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 FE0862
 FE0862  VERT ORDER  -  SECOND    CLASS 0
 FE0862
 FE0862.The horizontal coordinates were scaled from a topographic map and have
 FE0862.an estimated accuracy of +/- 6 seconds.
 FE0862
 FE0862.The orthometric height was determined by differential leveling
 FE0862.and adjusted by the National Geodetic Survey in June 1991..
 FE0862
 FE0862.The geoid height was determined by GEOID03.
 FE0862
 FE0862.The dynamic height is computed by dividing the NAVD 88
 FE0862.geopotential number by the normal gravity value computed on the
 FE0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0862.degrees latitude (g = 980.6199 gals.).
 FE0862
 FE0862.The modeled gravity was interpolated from observed gravity values.
 FE0862
 FE0862;                    North         East    Units  Estimated Accuracy
 FE0862;SPC TN       -   161,110.      325,970.      MT  (+/- 180 meters Scaled)
 FE0862
 FE0862                          SUPERSEDED SURVEY CONTROL
 FE0862
 FE0862  NGVD 29 (??/??/??)  107.410  (m)          352.39   (f) ADJUSTED    2 0
 FE0862
 FE0862.Superseded values are not recommended for survey control.
 FE0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0862.See file dsdata.txt to determine how the superseded data were derived.
 FE0862
 FE0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE164578(NAD 83)
 FE0862_MARKER: DB = BENCH MARK DISK
 FE0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0862_STAMPING: A 63 1935
 FE0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0862+STABILITY: SURFACE MOTION
 FE0862
 FE0862  HISTORY     - Date     Condition        Report By
 FE0862  HISTORY     - 1935     MONUMENTED       CGS
 FE0862  HISTORY     - 1949     MARK NOT FOUND   CGS
 FE0862
 FE0862                          STATION DESCRIPTION
 FE0862
 FE0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0862'5 MI SW FROM GADSDEN.
 FE0862'ABOUT 3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FE0862'RAILROAD FROM THE STATION AT GADSDEN, CROCKETT COUNTY, ONE
 FE0862'RAIL WEST OF THE STATION SIGN AT FRUITVALE, AT MILEAGE 303.65,
 FE0862'AT A ROAD CROSSING, 1-3/4 RAILS EAST OF THE ROAD, AND 24 FEET
 FE0862'SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 FE0862'STAMPED A 63 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1167 ***********************************************************************
 FE1167  DESIGNATION -  A 64
 FE1167  PID         -  FE1167
 FE1167  STATE/COUNTY-  TN/TIPTON
 FE1167  USGS QUAD   -  MASON (1973)
 FE1167
 FE1167                         *CURRENT SURVEY CONTROL
 FE1167  ___________________________________________________________________
 FE1167* NAD 83(1986)-  35 24 58.     (N)    089 31 07.     (W)     SCALED    
 FE1167* NAVD 88     -        94.488  (meters)     310.00   (feet)  ADJUSTED  
 FE1167  ___________________________________________________________________
 FE1167  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1167  DYNAMIC HT  -          94.404 (meters)     309.72  (feet)  COMP
 FE1167  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FE1167
 FE1167  VERT ORDER  -  SECOND    CLASS 0
 FE1167
 FE1167.The horizontal coordinates were scaled from a topographic map and have
 FE1167.an estimated accuracy of +/- 6 seconds.
 FE1167
 FE1167.The orthometric height was determined by differential leveling
 FE1167.and adjusted by the National Geodetic Survey in June 1991..
 FE1167
 FE1167.The geoid height was determined by GEOID03.
 FE1167
 FE1167.The dynamic height is computed by dividing the NAVD 88
 FE1167.geopotential number by the normal gravity value computed on the
 FE1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1167.degrees latitude (g = 980.6199 gals.).
 FE1167
 FE1167.The modeled gravity was interpolated from observed gravity values.
 FE1167
 FE1167;                    North         East    Units  Estimated Accuracy
 FE1167;SPC TN       -   125,880.      280,500.      MT  (+/- 180 meters Scaled)
 FE1167
 FE1167                          SUPERSEDED SURVEY CONTROL
 FE1167
 FE1167  NGVD 29 (??/??/??)   94.478  (m)          309.97   (f) ADJUSTED    2 0
 FE1167
 FE1167.Superseded values are not recommended for survey control.
 FE1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1167.See file dsdata.txt to determine how the superseded data were derived.
 FE1167
 FE1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE713221(NAD 83)
 FE1167_MARKER: DB = BENCH MARK DISK
 FE1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1167_STAMPING: A 64 1935
 FE1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1167+STABILITY: SURFACE MOTION
 FE1167
 FE1167  HISTORY     - Date     Condition        Report By
 FE1167  HISTORY     - 1935     MONUMENTED       CGS
 FE1167  HISTORY     - 20020508 MARK NOT FOUND   USACE
 FE1167
 FE1167                          STATION DESCRIPTION
 FE1167
 FE1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1167'0.8 MI N FROM MASON.
 FE1167'0.8 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1167'THE STATION AT MASON, TIPTON COUNTY, AT A COUNTY-ROAD CROSSING, 40
 FE1167'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET EAST OF THE
 FE1167'CENTERLINE OF THE TRACK, AND 8 FEET EAST OF A RIGHT-OF-WAY FENCE
 FE1167'CORNER.  A STANDARD DISK, STAMPED A 64 1935 AND SET IN THE TOP
 FE1167'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FE1167
 FE1167                          STATION RECOVERY (2002)
 FE1167
 FE1167'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0575 ***********************************************************************
 FE0575  DESIGNATION -  A 65
 FE0575  PID         -  FE0575
 FE0575  STATE/COUNTY-  TN/MADISON
 FE0575  USGS QUAD   -  MEDON (1981)
 FE0575
 FE0575                         *CURRENT SURVEY CONTROL
 FE0575  ___________________________________________________________________
 FE0575* NAD 83(1986)-  35 27 26.     (N)    088 52 15.     (W)     SCALED    
 FE0575* NAVD 88     -       131.266  (meters)     430.66   (feet)  ADJUSTED  
 FE0575  ___________________________________________________________________
 FE0575  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0575  DYNAMIC HT  -         131.147 (meters)     430.27  (feet)  COMP
 FE0575  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FE0575
 FE0575  VERT ORDER  -  SECOND    CLASS 0
 FE0575
 FE0575.The horizontal coordinates were scaled from a topographic map and have
 FE0575.an estimated accuracy of +/- 6 seconds.
 FE0575
 FE0575.The orthometric height was determined by differential leveling
 FE0575.and adjusted by the National Geodetic Survey in June 1991..
 FE0575
 FE0575.The geoid height was determined by GEOID03.
 FE0575
 FE0575.The dynamic height is computed by dividing the NAVD 88
 FE0575.geopotential number by the normal gravity value computed on the
 FE0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0575.degrees latitude (g = 980.6199 gals.).
 FE0575
 FE0575.The modeled gravity was interpolated from observed gravity values.
 FE0575
 FE0575;                    North         East    Units  Estimated Accuracy
 FE0575;SPC TN       -   128,520.      339,440.      MT  (+/- 180 meters Scaled)
 FE0575
 FE0575                          SUPERSEDED SURVEY CONTROL
 FE0575
 FE0575  NGVD 29 (??/??/??)  131.282  (m)          430.71   (f) ADJUSTED    2 0
 FE0575
 FE0575.Superseded values are not recommended for survey control.
 FE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0575.See file dsdata.txt to determine how the superseded data were derived.
 FE0575
 FE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE302253(NAD 83)
 FE0575_MARKER: DB = BENCH MARK DISK
 FE0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0575_STAMPING: A 65 1935
 FE0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0575+STABILITY: SURFACE MOTION
 FE0575
 FE0575  HISTORY     - Date     Condition        Report By
 FE0575  HISTORY     - 1935     MONUMENTED       CGS
 FE0575  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0575
 FE0575                          STATION DESCRIPTION
 FE0575
 FE0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0575'AT MEDON.
 FE0575'AT MEDON, MADISON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 10
 FE0575'RAILS NORTH OF THE STATION, 45 FEET WEST OF A SECTION HOUSE,
 FE0575'AND 20 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED A 65
 FE0575'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1166 ***********************************************************************
 FE1166  DESIGNATION -  A 67
 FE1166  PID         -  FE1166
 FE1166  STATE/COUNTY-  TN/TIPTON
 FE1166  USGS QUAD   -  MASON (1973)
 FE1166
 FE1166                         *CURRENT SURVEY CONTROL
 FE1166  ___________________________________________________________________
 FE1166* NAD 83(1986)-  35 24 39.     (N)    089 31 56.     (W)     SCALED    
 FE1166* NAVD 88     -        92.463  (meters)     303.36   (feet)  ADJUSTED  
 FE1166  ___________________________________________________________________
 FE1166  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1166  DYNAMIC HT  -          92.382 (meters)     303.09  (feet)  COMP
 FE1166  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE1166
 FE1166  VERT ORDER  -  SECOND    CLASS 0
 FE1166
 FE1166.The horizontal coordinates were scaled from a topographic map and have
 FE1166.an estimated accuracy of +/- 6 seconds.
 FE1166
 FE1166.The orthometric height was determined by differential leveling
 FE1166.and adjusted by the National Geodetic Survey in June 1991..
 FE1166
 FE1166.The geoid height was determined by GEOID03.
 FE1166
 FE1166.The dynamic height is computed by dividing the NAVD 88
 FE1166.geopotential number by the normal gravity value computed on the
 FE1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1166.degrees latitude (g = 980.6199 gals.).
 FE1166
 FE1166.The modeled gravity was interpolated from observed gravity values.
 FE1166
 FE1166;                    North         East    Units  Estimated Accuracy
 FE1166;SPC TN       -   125,340.      279,250.      MT  (+/- 180 meters Scaled)
 FE1166
 FE1166                          SUPERSEDED SURVEY CONTROL
 FE1166
 FE1166  NGVD 29 (??/??/??)   92.453  (m)          303.32   (f) ADJUSTED    2 0
 FE1166
 FE1166.Superseded values are not recommended for survey control.
 FE1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1166.See file dsdata.txt to determine how the superseded data were derived.
 FE1166
 FE1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE700215(NAD 83)
 FE1166_MARKER: DB = BENCH MARK DISK
 FE1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1166_STAMPING: A 67 1935
 FE1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1166+STABILITY: SURFACE MOTION
 FE1166
 FE1166  HISTORY     - Date     Condition        Report By
 FE1166  HISTORY     - 1935     MONUMENTED       CGS
 FE1166  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1166
 FE1166                          STATION DESCRIPTION
 FE1166
 FE1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1166'AT MASON.
 FE1166'AT MASON, TIPTON COUNTY ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 FE1166'7 RAILS NORTH OF THE STATION, AT A ROAD CROSSING, 50 FEET SOUTH OF
 FE1166'THE CENTERLINE OF THE ROAD, 40 FEET WEST OF THE CENTERLINE OF THE
 FE1166'MAIN TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 FE1166'STAMPED A 67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1166'6 INCHES ABOVE GROUND.
 FE1166
 FE1166                          STATION RECOVERY (1963)
 FE1166
 FE1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1200 ***********************************************************************
 FE1200  DESIGNATION -  A 68
 FE1200  PID         -  FE1200
 FE1200  STATE/COUNTY-  TN/SHELBY
 FE1200  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1200
 FE1200                         *CURRENT SURVEY CONTROL
 FE1200  ___________________________________________________________________
 FE1200* NAD 83(1986)-  35 10 06.     (N)    089 57 42.     (W)     SCALED    
 FE1200* NAVD 88     -        77.514  (meters)     254.31   (feet)  ADJUSTED  
 FE1200  ___________________________________________________________________
 FE1200  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1200  DYNAMIC HT  -          77.444 (meters)     254.08  (feet)  COMP
 FE1200  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 FE1200
 FE1200  VERT ORDER  -  SECOND    CLASS 0
 FE1200
 FE1200.The horizontal coordinates were scaled from a topographic map and have
 FE1200.an estimated accuracy of +/- 6 seconds.
 FE1200
 FE1200.The orthometric height was determined by differential leveling
 FE1200.and adjusted by the National Geodetic Survey in June 1991..
 FE1200
 FE1200.The geoid height was determined by GEOID03.
 FE1200
 FE1200.The dynamic height is computed by dividing the NAVD 88
 FE1200.geopotential number by the normal gravity value computed on the
 FE1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1200.degrees latitude (g = 980.6199 gals.).
 FE1200
 FE1200.The modeled gravity was interpolated from observed gravity values.
 FE1200
 FE1200;                    North         East    Units  Estimated Accuracy
 FE1200;SPC TN       -    99,950.      239,180.      MT  (+/- 180 meters Scaled)
 FE1200
 FE1200                          SUPERSEDED SURVEY CONTROL
 FE1200
 FE1200  NGVD 29 (??/??/??)   77.508  (m)          254.29   (f) ADJUSTED    2 0
 FE1200
 FE1200.Superseded values are not recommended for survey control.
 FE1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1200.See file dsdata.txt to determine how the superseded data were derived.
 FE1200
 FE1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD302957(NAD 83)
 FE1200_MARKER: DB = BENCH MARK DISK
 FE1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1200_STAMPING: A 68 1935
 FE1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1200+STABILITY: SURFACE MOTION
 FE1200
 FE1200  HISTORY     - Date     Condition        Report By
 FE1200  HISTORY     - 1935     MONUMENTED       CGS
 FE1200  HISTORY     - 1956     MARK NOT FOUND   CGS
 FE1200
 FE1200                          STATION DESCRIPTION
 FE1200
 FE1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1200'AT MEMPHIS.
 FE1200'A THOROUGH SEARCH WAS MADE FOR THE MARK IN THE VICINITY OF THE
 FE1200'CROSSING AT LEEWOOD.  THE SIGNAL TOWER (WATCHMANS TOWER) IS NOW EAST
 FE1200'OF THE STREET CROSSING AND SOME NATIVES SAY THAT IT HAS BEEN MOVED
 FE1200'ACROSS THE STREET IN RECENT YEARS AND SOME SAY THAT IT HASNT BEEN
 FE1200'MOVED.  A THOUROUGH SEARCH WAS MADE IN ALL QUARTERS OF THE
 FE1200'INTERSECTION BUT THE MARK WAS NOT FOUND.  THIS IS THE ONLY CROSSING
 FE1200'FOR SOME DISTANCE AND IS BELIEVED TO WHERE THE MARK WAS SET.  THE
 FE1200'MARK WAS PROBABLY IN THE NORTHWEST QUARTER AS STATED AND HAS
 FE1200'LIKELY BEEN DESTROYED BY GRADING.
 FE1200'AT LEEWOOD, AT A STREET CROSSING, 45 FEET WEST OF THE CENTERLINE
 FE1200'OF THE STREET, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK, UNDER
 FE1200'A SIGNAL TOWER, AND 4 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 FE1200'A 68 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE1200'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0888 ***********************************************************************
 EE0888  DESIGNATION -  A 7
 EE0888  PID         -  EE0888
 EE0888  STATE/COUNTY-  TN/FRANKLIN
 EE0888  USGS QUAD   -  EUREKA (1974)
 EE0888
 EE0888                         *CURRENT SURVEY CONTROL
 EE0888  ___________________________________________________________________
 EE0888* NAD 83(1986)-  34 59 39.     (N)    085 54 12.     (W)     SCALED    
 EE0888* NAVD 88     -       196.032  (meters)     643.15   (feet)  ADJUSTED  
 EE0888  ___________________________________________________________________
 EE0888  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EE0888  DYNAMIC HT  -         195.839 (meters)     642.52  (feet)  COMP
 EE0888  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 EE0888
 EE0888  VERT ORDER  -  FIRST     CLASS II
 EE0888
 EE0888.The horizontal coordinates were scaled from a topographic map and have
 EE0888.an estimated accuracy of +/- 6 seconds.
 EE0888
 EE0888.The orthometric height was determined by differential leveling
 EE0888.and adjusted by the National Geodetic Survey in June 1991..
 EE0888
 EE0888.The geoid height was determined by GEOID03.
 EE0888
 EE0888.The dynamic height is computed by dividing the NAVD 88
 EE0888.geopotential number by the normal gravity value computed on the
 EE0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0888.degrees latitude (g = 980.6199 gals.).
 EE0888
 EE0888.The modeled gravity was interpolated from observed gravity values.
 EE0888
 EE0888;                    North         East    Units  Estimated Accuracy
 EE0888;SPC TN       -    73,330.      608,830.      MT  (+/- 180 meters Scaled)
 EE0888
 EE0888                          SUPERSEDED SURVEY CONTROL
 EE0888
 EE0888  NGVD 29 (??/??/92)  196.012  (m)          643.08   (f) ADJ UNCH    1 2
 EE0888
 EE0888.Superseded values are not recommended for survey control.
 EE0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0888.See file dsdata.txt to determine how the superseded data were derived.
 EE0888
 EE0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD000729(NAD 83)
 EE0888_MARKER: DB = BENCH MARK DISK
 EE0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0888_SP_SET: WALL
 EE0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0888
 EE0888  HISTORY     - Date     Condition        Report By
 EE0888  HISTORY     - UNK      MONUMENTED       CGS
 EE0888  HISTORY     - 1930     GOOD             NGS
 EE0888
 EE0888                          STATION DESCRIPTION
 EE0888
 EE0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 EE0888'IN ANDERSON.
 EE0888'LOCATED IN THE EASTERN BRICK WALL OF THE R.R. STATION IN ANDERSON,
 EE0888'10.2 FEET WEST OF WEST RAIL OF SIDING, 3.2 FEET ABOVE LOADING
 EE0888'PLATFORM, AND 6 FEET SOUTH OF THE FREIGHT DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0889 ***********************************************************************
 EE0889  DESIGNATION -  A 7 RESET
 EE0889  PID         -  EE0889
 EE0889  STATE/COUNTY-  TN/FRANKLIN
 EE0889  USGS QUAD   -  EUREKA (1974)
 EE0889
 EE0889                         *CURRENT SURVEY CONTROL
 EE0889  ___________________________________________________________________
 EE0889* NAD 83(1986)-  34 59 39.     (N)    085 54 12.     (W)     SCALED    
 EE0889* NAVD 88     -       195.73   (+/-2cm)     642.2    (feet)  VERTCON   
 EE0889  ___________________________________________________________________
 EE0889  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EE0889
 EE0889  VERT ORDER  -  THIRD (See Below)
 EE0889
 EE0889.The horizontal coordinates were scaled from a topographic map and have
 EE0889.an estimated accuracy of +/- 6 seconds.
 EE0889
 EE0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0889.The vertical order pertains to the NGVD 29 superseded value.
 EE0889
 EE0889.The geoid height was determined by GEOID03.
 EE0889
 EE0889;                    North         East    Units  Estimated Accuracy
 EE0889;SPC TN       -    73,330.      608,830.      MT  (+/- 180 meters Scaled)
 EE0889
 EE0889                          SUPERSEDED SURVEY CONTROL
 EE0889
 EE0889  NGVD 29 (??/??/??)  195.71   (m)          642.1    (f) RESET       3  
 EE0889
 EE0889.Superseded values are not recommended for survey control.
 EE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0889.See file dsdata.txt to determine how the superseded data were derived.
 EE0889
 EE0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD000729(NAD 83)
 EE0889_MARKER: DB = BENCH MARK DISK
 EE0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0889_SP_SET: BASE
 EE0889_STAMPING: A 7 1930 RESET 1962
 EE0889_MARK LOGO: CGS   
 EE0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0889
 EE0889  HISTORY     - Date     Condition        Report By
 EE0889  HISTORY     - 1962     MONUMENTED       CGS
 EE0889
 EE0889                          STATION DESCRIPTION
 EE0889
 EE0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EE0889'AT ANDERSON.
 EE0889'AT ANDERSON, 50 FEET WEST OF THE WEST RAIL OF THE NASHVILLE,
 EE0889'CHATTANOOGA AND ST. LOUIS RAILWAY, AND 1.0 FEET NORTHWEST OF THE
 EE0889'NORTHEAST CORNER OF THE OFFICE BUILDING OF THE COWAN STONE COMPANY.
 EE0889'A STANDARD DISK DRILLED IN THE CONCRETE BASE OF THE COWAN STONE
 EE0889'COMPANYS LOADING SCALES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0592 ***********************************************************************
 FE0592  DESIGNATION -  A 72 RESET
 FE0592  PID         -  FE0592
 FE0592  STATE/COUNTY-  TN/HARDEMAN
 FE0592  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0592
 FE0592                         *CURRENT SURVEY CONTROL
 FE0592  ___________________________________________________________________
 FE0592* NAD 83(1986)-  35 15 20.     (N)    088 59 15.     (W)     SCALED    
 FE0592* NAVD 88     -       138.28   (+/-2cm)     453.7    (feet)  VERTCON   
 FE0592  ___________________________________________________________________
 FE0592  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0592
 FE0592  VERT ORDER  -  THIRD (See Below)
 FE0592
 FE0592.The horizontal coordinates were scaled from a topographic map and have
 FE0592.an estimated accuracy of +/- 6 seconds.
 FE0592
 FE0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0592.The vertical order pertains to the NGVD 29 superseded value.
 FE0592
 FE0592.The geoid height was determined by GEOID03.
 FE0592
 FE0592;                    North         East    Units  Estimated Accuracy
 FE0592;SPC TN       -   106,470.      328,170.      MT  (+/- 180 meters Scaled)
 FE0592
 FE0592                          SUPERSEDED SURVEY CONTROL
 FE0592
 FE0592  NGVD 29 (??/??/??)  138.27   (m)          453.6    (f) RESET       3  
 FE0592
 FE0592.Superseded values are not recommended for survey control.
 FE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0592.See file dsdata.txt to determine how the superseded data were derived.
 FE0592
 FE0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE191031(NAD 83)
 FE0592_MARKER: DB = BENCH MARK DISK
 FE0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0592_STAMPING: A 72 1935 RESET
 FE0592_MARK LOGO: CGS   
 FE0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0592+STABILITY: SURFACE MOTION
 FE0592
 FE0592  HISTORY     - Date     Condition        Report By
 FE0592  HISTORY     - 1955     MONUMENTED       CGS
 FE0592
 FE0592                          STATION DESCRIPTION
 FE0592
 FE0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FE0592'AT BOLIVAR.
 FE0592'AT BOLIVAR, HARDEMAN COUNTY, AT THE NORTHEAST CORNER OF THE
 FE0592'INTERSECTION OF MAIN AND MARKET STREETS, AT THE COUNTY COURTHOUSE
 FE0592'AND IN THE SOUTHWEST CORNER OF THE COURTHOUSE YARD.  A STANDARD
 FE0592'DISK, STAMPED A 72 1935 RESET AND SET IN THE TOP OF A CONCRETE
 FE0592'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1025 ***********************************************************************
 FE1025  DESIGNATION -  A 73
 FE1025  PID         -  FE1025
 FE1025  STATE/COUNTY-  TN/FAYETTE
 FE1025  USGS QUAD   -  SOMERVILLE (1981)
 FE1025
 FE1025                         *CURRENT SURVEY CONTROL
 FE1025  ___________________________________________________________________
 FE1025* NAD 83(1986)-  35 14 43.     (N)    089 20 46.     (W)     SCALED    
 FE1025* NAVD 88     -       106.704  (meters)     350.08   (feet)  ADJUSTED  
 FE1025  ___________________________________________________________________
 FE1025  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1025  DYNAMIC HT  -         106.607 (meters)     349.76  (feet)  COMP
 FE1025  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FE1025
 FE1025  VERT ORDER  -  SECOND    CLASS 0
 FE1025
 FE1025.The horizontal coordinates were scaled from a topographic map and have
 FE1025.an estimated accuracy of +/- 6 seconds.
 FE1025
 FE1025.The orthometric height was determined by differential leveling
 FE1025.and adjusted by the National Geodetic Survey in June 1991..
 FE1025
 FE1025.The geoid height was determined by GEOID03.
 FE1025
 FE1025.The dynamic height is computed by dividing the NAVD 88
 FE1025.geopotential number by the normal gravity value computed on the
 FE1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1025.degrees latitude (g = 980.6199 gals.).
 FE1025
 FE1025.The modeled gravity was interpolated from observed gravity values.
 FE1025
 FE1025;                    North         East    Units  Estimated Accuracy
 FE1025;SPC TN       -   106,390.      295,510.      MT  (+/- 180 meters Scaled)
 FE1025
 FE1025                          SUPERSEDED SURVEY CONTROL
 FE1025
 FE1025  NGVD 29 (??/??/??)  106.690  (m)          350.03   (f) ADJUSTED    2 0
 FE1025
 FE1025.Superseded values are not recommended for survey control.
 FE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1025.See file dsdata.txt to determine how the superseded data were derived.
 FE1025
 FE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE865027(NAD 83)
 FE1025_MARKER: DB = BENCH MARK DISK
 FE1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1025_STAMPING: A 73 1935
 FE1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1025+STABILITY: SURFACE MOTION
 FE1025
 FE1025  HISTORY     - Date     Condition        Report By
 FE1025  HISTORY     - 1935     MONUMENTED       CGS
 FE1025  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1025
 FE1025                          STATION DESCRIPTION
 FE1025
 FE1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1025'AT SOMERVILLE.
 FE1025'AT SOMERVILLE, FAYETTE COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FE1025'AND ST. LOUIS RAILWAY, 5 RAILS EAST OF THE STATION, 15 POLES
 FE1025'WEST OF MILEPOST 186, AND 40 FEET SOUTH OF THE CENTERLINE OF THE
 FE1025'TRACK.  A STANDARD DISK, STAMPED A 73 1935 AND SET IN THE TOP OF
 FE1025'A CONCRETE POST.
 FE1025
 FE1025                          STATION RECOVERY (2002)
 FE1025
 FE1025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1025'STATION, TRACKS, AND GRADE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1773 ***********************************************************************
 FE1773  DESIGNATION -  A 74
 FE1773  PID         -  FE1773
 FE1773  STATE/COUNTY-  TN/LAUDERDALE
 FE1773  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1773
 FE1773                         *CURRENT SURVEY CONTROL
 FE1773  ___________________________________________________________________
 FE1773* NAD 83(1986)-  35 44 55.     (N)    089 32 34.     (W)     SCALED    
 FE1773* NAVD 88     -       122.709  (meters)     402.59   (feet)  ADJUSTED  
 FE1773  ___________________________________________________________________
 FE1773  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1773  DYNAMIC HT  -         122.604 (meters)     402.24  (feet)  COMP
 FE1773  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 FE1773
 FE1773  VERT ORDER  -  SECOND    CLASS 0
 FE1773
 FE1773.The horizontal coordinates were scaled from a topographic map and have
 FE1773.an estimated accuracy of +/- 6 seconds.
 FE1773
 FE1773.The orthometric height was determined by differential leveling
 FE1773.and adjusted by the National Geodetic Survey in June 1991..
 FE1773
 FE1773.The geoid height was determined by GEOID03.
 FE1773
 FE1773.The dynamic height is computed by dividing the NAVD 88
 FE1773.geopotential number by the normal gravity value computed on the
 FE1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1773.degrees latitude (g = 980.6199 gals.).
 FE1773
 FE1773.The modeled gravity was interpolated from observed gravity values.
 FE1773
 FE1773;                    North         East    Units  Estimated Accuracy
 FE1773;SPC TN       -   162,820.      279,650.      MT  (+/- 180 meters Scaled)
 FE1773
 FE1773                          SUPERSEDED SURVEY CONTROL
 FE1773
 FE1773  NGVD 29 (??/??/??)  122.694  (m)          402.54   (f) ADJUSTED    2 0
 FE1773
 FE1773.Superseded values are not recommended for survey control.
 FE1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1773.See file dsdata.txt to determine how the superseded data were derived.
 FE1773
 FE1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE700590(NAD 83)
 FE1773_MARKER: DB = BENCH MARK DISK
 FE1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1773_STAMPING: A 74 1935
 FE1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1773+STABILITY: SURFACE MOTION
 FE1773
 FE1773  HISTORY     - Date     Condition        Report By
 FE1773  HISTORY     - 1935     MONUMENTED       CGS
 FE1773  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1773  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1773
 FE1773                          STATION DESCRIPTION
 FE1773
 FE1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1773'0.7 MI W FROM RIPLEY.
 FE1773'0.7 MILE WEST ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 FE1773'AT RIPLEY, LAUDERDALE COUNTY, 80 YARDS EAST OF A TAVERN, AT A
 FE1773'ROAD FORKS, 70 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 FE1773'IN A FLOWER GARDEN.  A STANDARD DISK, STAMPED A 74 1935 AND SET
 FE1773'IN THE TOP OF A CONCRETE POST.
 FE1773
 FE1773                          STATION RECOVERY (1974)
 FE1773
 FE1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1195 ***********************************************************************
 FE1195  DESIGNATION -  A 75
 FE1195  PID         -  FE1195
 FE1195  STATE/COUNTY-  TN/SHELBY
 FE1195  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1195
 FE1195                         *CURRENT SURVEY CONTROL
 FE1195  ___________________________________________________________________
 FE1195* NAD 83(1986)-  35 09 50.     (N)    089 54 44.     (W)     SCALED    
 FE1195* NAVD 88     -        76.763  (meters)     251.85   (feet)  ADJUSTED  
 FE1195  ___________________________________________________________________
 FE1195  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1195  DYNAMIC HT  -          76.694 (meters)     251.62  (feet)  COMP
 FE1195  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FE1195
 FE1195  VERT ORDER  -  SECOND    CLASS 0
 FE1195
 FE1195.The horizontal coordinates were scaled from a topographic map and have
 FE1195.an estimated accuracy of +/- 6 seconds.
 FE1195
 FE1195.The orthometric height was determined by differential leveling
 FE1195.and adjusted by the National Geodetic Survey in June 1991..
 FE1195
 FE1195.The geoid height was determined by GEOID03.
 FE1195
 FE1195.The dynamic height is computed by dividing the NAVD 88
 FE1195.geopotential number by the normal gravity value computed on the
 FE1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1195.degrees latitude (g = 980.6199 gals.).
 FE1195
 FE1195.The modeled gravity was interpolated from observed gravity values.
 FE1195
 FE1195;                    North         East    Units  Estimated Accuracy
 FE1195;SPC TN       -    99,270.      243,660.      MT  (+/- 180 meters Scaled)
 FE1195
 FE1195                          SUPERSEDED SURVEY CONTROL
 FE1195
 FE1195  NGVD 29 (??/??/??)   76.747  (m)          251.79   (f) ADJUSTED    2 0
 FE1195
 FE1195.Superseded values are not recommended for survey control.
 FE1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1195.See file dsdata.txt to determine how the superseded data were derived.
 FE1195
 FE1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD347951(NAD 83)
 FE1195_MARKER: DB = BENCH MARK DISK
 FE1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1195_STAMPING: A 75 1956
 FE1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1195+STABILITY: SURFACE MOTION
 FE1195
 FE1195  HISTORY     - Date     Condition        Report By
 FE1195  HISTORY     - 1956     MONUMENTED       CGS
 FE1195  HISTORY     - 1959     GOOD             CGS
 FE1195  HISTORY     - 19950611 MARK NOT FOUND   TN1620
 FE1195
 FE1195                          STATION DESCRIPTION
 FE1195
 FE1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1195'AT MEMPHIS.
 FE1195'AT MEMPHIS, IN THE NORTHEAST PART OF TOWN, ABOUT 1.2 MILES SOUTH
 FE1195'ALONG WELLS STATION ROAD FROM THE CROSSING OF THE LOUISVILLE AND
 FE1195'NASHVILLE RAILROAD, THENCE ABOUT 0.25 MILE EAST ALONG JAMERSON
 FE1195'STREET, AT THE EAST (DEAD-END) END OF JAMERSON STREET, NEAR THE
 FE1195'WEST EDGE OF THE NORTH-SOUTH RUNWAY OF MARTIN AIRFIELD, 41 FEET
 FE1195'SOUTH-SOUTHEAST OF SOUTHEAST PORCH CORNER OF HOUSE NO. 4440 JAMERSON
 FE1195'STREET, 1 1/2 FEET NORTH OF THE EXTENDED NORTH CURB OF JAMERSON
 FE1195'STREET, 1 1/2 FEET EAST OF THE EAST CONCRETE CURB AROUND LOT OF
 FE1195'HOUSE NO. 4440 JAMERSON STREET, 3 FEET EAST OF POWER POLE NO. 81245,
 FE1195'ABOUT LEVEL WITH STREET AND SET IN THE TOP OF A CONCRETE POST
 FE1195'PROJECTING 2 INCHES.
 FE1195
 FE1195                          STATION RECOVERY (1959)
 FE1195
 FE1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1195'RECOVERED IN GOOD CONDITION.
 FE1195
 FE1195                          STATION RECOVERY (1995)
 FE1195
 FE1195'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0288 ***********************************************************************
 FF0288  DESIGNATION -  A 75 46 6 BOLT
 FF0288  PID         -  FF0288
 FF0288  STATE/COUNTY-  TN/SHELBY
 FF0288  USGS QUAD   -  LOCKE (1970)
 FF0288
 FF0288                         *CURRENT SURVEY CONTROL
 FF0288  ___________________________________________________________________
 FF0288* NAD 83(1986)-  35 20 01.     (N)    090 03 28.     (W)     SCALED    
 FF0288* NAVD 88     -        72.172  (meters)     236.78   (feet)  ADJUSTED  
 FF0288  ___________________________________________________________________
 FF0288  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0288  DYNAMIC HT  -          72.108 (meters)     236.57  (feet)  COMP
 FF0288  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FF0288
 FF0288  VERT ORDER  -  FIRST     CLASS II
 FF0288
 FF0288.The horizontal coordinates were scaled from a topographic map and have
 FF0288.an estimated accuracy of +/- 6 seconds.
 FF0288
 FF0288.The orthometric height was determined by differential leveling
 FF0288.and adjusted by the National Geodetic Survey in June 1991..
 FF0288
 FF0288.The geoid height was determined by GEOID03.
 FF0288
 FF0288.The dynamic height is computed by dividing the NAVD 88
 FF0288.geopotential number by the normal gravity value computed on the
 FF0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0288.degrees latitude (g = 980.6199 gals.).
 FF0288
 FF0288.The modeled gravity was interpolated from observed gravity values.
 FF0288
 FF0288;                    North         East    Units  Estimated Accuracy
 FF0288;SPC TN       -   118,630.      231,190.      MT  (+/- 180 meters Scaled)
 FF0288
 FF0288                          SUPERSEDED SURVEY CONTROL
 FF0288
 FF0288  NGVD 29 (??/??/??)   72.137  (m)          236.67   (f) ADJUSTED    1 2
 FF0288
 FF0288.Superseded values are not recommended for survey control.
 FF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0288.See file dsdata.txt to determine how the superseded data were derived.
 FF0288
 FF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV674140(NAD 83)
 FF0288_MARKER: B = BOLT
 FF0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0288_STAMPING: BM A-75-46-6 P-11-6-22
 FF0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0288
 FF0288  HISTORY     - Date     Condition        Report By
 FF0288  HISTORY     - UNK      MONUMENTED       DOD
 FF0288  HISTORY     - 1957     GOOD             CGS
 FF0288
 FF0288                          STATION DESCRIPTION
 FF0288
 FF0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0288'2.5 MI W FROM LOCKE.
 FF0288'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0288'JETER SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0288'ROAD, NEAR A RIGHT ANGLE TURN IN THE ROAD, ABOUT 0.1 MILE SOUTH
 FF0288'OF A BROWN FRAME HOUSE, 83 FEET WEST OF THE CENTER LINE OF THE
 FF0288'NORTH-SOUTH GRAVEL ROAD, 243 FEET SOUTHEAST OF THE CENTER OF THE
 FF0288'JUNCTION OF THE NORTH-SOUTH GRAVEL ROAD, GRADED ROAD LEADING
 FF0288'WEST TO MISSISSIPPI RIVER AND DRIVEWAY LEADING NORTH TO ABOVE
 FF0288'HOUSE, 208 FEET SOUTH AND ACROSS THE GRADED ROAD FROM THE WEST
 FF0288'STONE GATEPOST OF GATE ACROSS DRIVEWAY TO HOUSE, 51 FEET
 FF0288'SOUTH-SOUTHWEST OF A LONE 36 INCH OAK TREE, 188 FEET SOUTH OF
 FF0288'THE CENTER LINE OF THE EAST-WEST GRADED ROAD, 7 FEET SOUTHWEST
 FF0288'OF A 6-INCH BOX ELDER TREE, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 FF0288'ROAD, A COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP WHICH
 FF0288'PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0287 ***********************************************************************
 FF0287  DESIGNATION -  A 75 46 6 CAP
 FF0287  PID         -  FF0287
 FF0287  STATE/COUNTY-  TN/SHELBY
 FF0287  USGS QUAD   -  LOCKE (1970)
 FF0287
 FF0287                         *CURRENT SURVEY CONTROL
 FF0287  ___________________________________________________________________
 FF0287* NAD 83(1986)-  35 20 01.     (N)    090 03 28.     (W)     SCALED    
 FF0287* NAVD 88     -        73.397  (meters)     240.80   (feet)  ADJUSTED  
 FF0287  ___________________________________________________________________
 FF0287  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0287  DYNAMIC HT  -          73.331 (meters)     240.59  (feet)  COMP
 FF0287  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FF0287
 FF0287  VERT ORDER  -  FIRST     CLASS II
 FF0287
 FF0287.The horizontal coordinates were scaled from a topographic map and have
 FF0287.an estimated accuracy of +/- 6 seconds.
 FF0287
 FF0287.The orthometric height was determined by differential leveling
 FF0287.and adjusted by the National Geodetic Survey in June 1991..
 FF0287
 FF0287.The geoid height was determined by GEOID03.
 FF0287
 FF0287.The dynamic height is computed by dividing the NAVD 88
 FF0287.geopotential number by the normal gravity value computed on the
 FF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0287.degrees latitude (g = 980.6199 gals.).
 FF0287
 FF0287.The modeled gravity was interpolated from observed gravity values.
 FF0287
 FF0287;                    North         East    Units  Estimated Accuracy
 FF0287;SPC TN       -   118,630.      231,190.      MT  (+/- 180 meters Scaled)
 FF0287
 FF0287                          SUPERSEDED SURVEY CONTROL
 FF0287
 FF0287  NGVD 29 (??/??/??)   73.360  (m)          240.68   (f) ADJUSTED    1 2
 FF0287
 FF0287.Superseded values are not recommended for survey control.
 FF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0287.See file dsdata.txt to determine how the superseded data were derived.
 FF0287
 FF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV674140(NAD 83)
 FF0287_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0287_STAMPING: BM A-75-46-6 P-11-6-22
 FF0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0287
 FF0287  HISTORY     - Date     Condition        Report By
 FF0287  HISTORY     - UNK      MONUMENTED       DOD
 FF0287  HISTORY     - 1957     GOOD             CGS
 FF0287
 FF0287                          STATION DESCRIPTION
 FF0287
 FF0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0287'2.5 MI W FROM LOCKE.
 FF0287'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0287'JETER SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0287'ROAD, NEAR A RIGHT ANGLE TURN IN THE ROAD, ABOUT 0.1 MILE
 FF0287'SOUTH OF A BROWN FRAME HOUSE, 83 FEET WEST OF THE CENTERLINE
 FF0287'OF THE NORTH-SOUTH GRAVEL ROAD, 243 FEET SOUTHEAST OF THE
 FF0287'CENTER OF THE JUNCTION OF THE NORTH-SOUTH GRAVEL ROAD, GRADED
 FF0287'ROAD LEADING WEST TO MISSISSIPPI RIVER AND DRIVEWAY LEADING
 FF0287'NORTH TO ABOVE HOUSE, 208 FEET SOUTH AND ACROSS THE GRADED ROAD
 FF0287'FROM THE WEST STONE GATEPOST OF GATE ACROSS DRIVEWAY TO HOUSE,
 FF0287'51 FEET SOUTH-SOUTHWEST OF A LONE 36 INCH OAK TREE, 188 FEET
 FF0287'SOUTH OF THE CENTER LINE OF THE EAST-WEST GRADED ROAD, 7 FEET
 FF0287'SOUTHWEST OF A 6-INCH BOX ELDER TREE, ABOUT 8 FEET ABOVE THE
 FF0287'LEVEL OF THE ROAD, A USE PIPE AND CAP WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1202 ***********************************************************************
 FE1202  DESIGNATION -  A 76
 FE1202  PID         -  FE1202
 FE1202  STATE/COUNTY-  TN/SHELBY
 FE1202  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1202
 FE1202                         *CURRENT SURVEY CONTROL
 FE1202  ___________________________________________________________________
 FE1202* NAD 83(1986)-  35 09 54.     (N)    089 58 23.     (W)     SCALED    
 FE1202* NAVD 88     -        74.396  (meters)     244.08   (feet)  ADJUSTED  
 FE1202  ___________________________________________________________________
 FE1202  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1202  DYNAMIC HT  -          74.328 (meters)     243.86  (feet)  COMP
 FE1202  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 FE1202
 FE1202  VERT ORDER  -  SECOND    CLASS 0
 FE1202
 FE1202.The horizontal coordinates were scaled from a topographic map and have
 FE1202.an estimated accuracy of +/- 6 seconds.
 FE1202
 FE1202.The orthometric height was determined by differential leveling
 FE1202.and adjusted by the National Geodetic Survey in June 1991..
 FE1202
 FE1202.The geoid height was determined by GEOID03.
 FE1202
 FE1202.The dynamic height is computed by dividing the NAVD 88
 FE1202.geopotential number by the normal gravity value computed on the
 FE1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1202.degrees latitude (g = 980.6199 gals.).
 FE1202
 FE1202.The modeled gravity was interpolated from observed gravity values.
 FE1202
 FE1202;                    North         East    Units  Estimated Accuracy
 FE1202;SPC TN       -    99,620.      238,130.      MT  (+/- 180 meters Scaled)
 FE1202
 FE1202                          SUPERSEDED SURVEY CONTROL
 FE1202
 FE1202  NGVD 29 (??/??/??)   74.374  (m)          244.01   (f) ADJUSTED    2 0
 FE1202
 FE1202.Superseded values are not recommended for survey control.
 FE1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1202.See file dsdata.txt to determine how the superseded data were derived.
 FE1202
 FE1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD292953(NAD 83)
 FE1202_MARKER: DB = BENCH MARK DISK
 FE1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1202_STAMPING: A 76 1956
 FE1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1202+STABILITY: SURFACE MOTION
 FE1202
 FE1202  HISTORY     - Date     Condition        Report By
 FE1202  HISTORY     - 1956     MONUMENTED       CGS
 FE1202  HISTORY     - 20021015 POOR             USACE
 FE1202
 FE1202                          STATION DESCRIPTION
 FE1202
 FE1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1202'AT MEMPHIS.
 FE1202'AT MEMPHIS, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT
 FE1202'CROSSING OF TUPELO STREET, 34 FEET NORTH-NORTHWEST OF NEAR RAIL
 FE1202'OF TRACK, 96 FEET WEST OF CENTER OF CROSSING OF TUPELO STREET
 FE1202'AND MAIN TRACK, 31 1/2 FEET NORTH OF A SWITCH STAND TO A SIDING,
 FE1202'59 FEET NORTHEAST OF A SWITCH STAND TO A SIDING LEADING WEST TO A
 FE1202'BRICK YARD, 58 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 2 1/2
 FE1202'FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WHITE WOODEN
 FE1202'WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FE1202'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1202
 FE1202                          STATION RECOVERY (2002)
 FE1202
 FE1202'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1202'MARK DESTROYED. AREA NOW PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1354 ***********************************************************************
 FE1354  DESIGNATION -  A 76 1 43 BOLT
 FE1354  PID         -  FE1354
 FE1354  STATE/COUNTY-  TN/TIPTON
 FE1354  USGS QUAD   -  MUNFORD (1983)
 FE1354
 FE1354                         *CURRENT SURVEY CONTROL
 FE1354  ___________________________________________________________________
 FE1354* NAD 83(1986)-  35 26 21.     (N)    089 46 42.     (W)     SCALED    
 FE1354* NAVD 88     -       126.357  (meters)     414.56   (feet)  ADJUSTED  
 FE1354  ___________________________________________________________________
 FE1354  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1354  DYNAMIC HT  -         126.246 (meters)     414.19  (feet)  COMP
 FE1354  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 FE1354
 FE1354  VERT ORDER  -  SECOND    CLASS 0
 FE1354
 FE1354.The horizontal coordinates were scaled from a topographic map and have
 FE1354.an estimated accuracy of +/- 6 seconds.
 FE1354
 FE1354.The orthometric height was determined by differential leveling
 FE1354.and adjusted by the National Geodetic Survey in June 1991..
 FE1354
 FE1354.The geoid height was determined by GEOID03.
 FE1354
 FE1354.The dynamic height is computed by dividing the NAVD 88
 FE1354.geopotential number by the normal gravity value computed on the
 FE1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1354.degrees latitude (g = 980.6199 gals.).
 FE1354
 FE1354.The modeled gravity was interpolated from observed gravity values.
 FE1354
 FE1354;                    North         East    Units  Estimated Accuracy
 FE1354;SPC TN       -   129,310.      257,030.      MT  (+/- 180 meters Scaled)
 FE1354
 FE1354                          SUPERSEDED SURVEY CONTROL
 FE1354
 FE1354  NGVD 29 (??/??/??)  126.325  (m)          414.45   (f) ADJUSTED    2 0
 FE1354
 FE1354.Superseded values are not recommended for survey control.
 FE1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1354.See file dsdata.txt to determine how the superseded data were derived.
 FE1354
 FE1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE478252(NAD 83)
 FE1354_MARKER: B = BOLT
 FE1354_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1354_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1354_STAMPING: A 76-1-43
 FE1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1354
 FE1354  HISTORY     - Date     Condition        Report By
 FE1354  HISTORY     - UNK      MONUMENTED       DOD
 FE1354  HISTORY     - 1957     GOOD             CGS
 FE1354
 FE1354                          STATION DESCRIPTION
 FE1354
 FE1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1354'AT ATOKA.
 FE1354'AT ATOKA, ALONG THE ILLINOIS CENTRAL RAILROAD, 0.1 MILE SOUTHWEST
 FE1354'OF THE STATION AT ATOKA, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST
 FE1354'NO. 364, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 71 FEET SOUTH
 FE1354'AND ACROSS THE TRACK FROM A SWITCH POST TO SIDING LEADING
 FE1354'NORTHEAST, 37 FEET NORTH OF TELEPHONE POLE NO. 6133, 26 FEET
 FE1354'NORTH-NORTHWEST OF A 2-INCH VERTICAL STEEL PIPE WHICH PROJECTS
 FE1354'3 1/2 FEET ABOVE THE GROUND, 9 FEET NORTH OF THE CENTER LINE OF
 FE1354'A FOOT PATH AT A PIPE LINE CROSSING, 1 1/2 FEET BELOW THE LEVEL
 FE1354'OF THE TRACK, A COPPER BOLT DIRECTLY UNDER A USE PIPE AND CAP
 FE1354'WHICH PROJECTS 12 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1353 ***********************************************************************
 FE1353  DESIGNATION -  A 76 1 43 CAP
 FE1353  PID         -  FE1353
 FE1353  STATE/COUNTY-  TN/TIPTON
 FE1353  USGS QUAD   -  MUNFORD (1983)
 FE1353
 FE1353                         *CURRENT SURVEY CONTROL
 FE1353  ___________________________________________________________________
 FE1353* NAD 83(1986)-  35 26 21.     (N)    089 46 42.     (W)     SCALED    
 FE1353* NAVD 88     -       127.555  (meters)     418.49   (feet)  ADJUSTED  
 FE1353  ___________________________________________________________________
 FE1353  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1353  DYNAMIC HT  -         127.443 (meters)     418.12  (feet)  COMP
 FE1353  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 FE1353
 FE1353  VERT ORDER  -  SECOND    CLASS 0
 FE1353
 FE1353.The horizontal coordinates were scaled from a topographic map and have
 FE1353.an estimated accuracy of +/- 6 seconds.
 FE1353
 FE1353.The orthometric height was determined by differential leveling
 FE1353.and adjusted by the National Geodetic Survey in June 1991..
 FE1353
 FE1353.The geoid height was determined by GEOID03.
 FE1353
 FE1353.The dynamic height is computed by dividing the NAVD 88
 FE1353.geopotential number by the normal gravity value computed on the
 FE1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1353.degrees latitude (g = 980.6199 gals.).
 FE1353
 FE1353.The modeled gravity was interpolated from observed gravity values.
 FE1353
 FE1353;                    North         East    Units  Estimated Accuracy
 FE1353;SPC TN       -   129,310.      257,030.      MT  (+/- 180 meters Scaled)
 FE1353
 FE1353                          SUPERSEDED SURVEY CONTROL
 FE1353
 FE1353  NGVD 29 (??/??/??)  127.514  (m)          418.35   (f) ADJUSTED    2 0
 FE1353
 FE1353.Superseded values are not recommended for survey control.
 FE1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1353.See file dsdata.txt to determine how the superseded data were derived.
 FE1353
 FE1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE478252(NAD 83)
 FE1353_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1353_STAMPING: A 76-1-43
 FE1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1353
 FE1353  HISTORY     - Date     Condition        Report By
 FE1353  HISTORY     - UNK      MONUMENTED       DOD
 FE1353  HISTORY     - 1957     GOOD             CGS
 FE1353  HISTORY     - 20021003 MARK NOT FOUND   USACE
 FE1353
 FE1353                          STATION DESCRIPTION
 FE1353
 FE1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1353'AT ATOKA.
 FE1353'AT ATOKA, ALONG THE ILLINOIS CENTRAL RAILROAD, 0.1 MILE SOUTHWEST
 FE1353'OF THE STATION AT ATOKA, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST
 FE1353'NO. 364, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 71 FEET SOUTH
 FE1353'AND ACROSS THE TRACK FROM A SWITCH POST TO SIDING LEADING
 FE1353'NORTHEAST, 37 FEET NORTH OF TELEPHONE POLE NO. 6133, 26 FEET
 FE1353'NORTH-NORTHWEST OF A 2-INCH VERTICAL STEEL PIPE WHICH PROJECTS
 FE1353'3 1/2 FEET ABOVE THE GROUND, 9 FEET NORTH OF THE CENTER LINE
 FE1353'OF A FOOT PATH AT A PIPE LINE CROSSING, 1 1/2 FEET BELOW THE
 FE1353'LEVEL OF THE TRACK, A USE PIPE AND CAP WHICH PROJECTS 12 INCHES
 FE1353'ABOVE THE GROUND.
 FE1353
 FE1353                          STATION RECOVERY (2002)
 FE1353
 FE1353'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1363 ***********************************************************************
 FE1363  DESIGNATION -  A 76 1 44 BOLT
 FE1363  PID         -  FE1363
 FE1363  STATE/COUNTY-  TN/TIPTON
 FE1363  USGS QUAD   -  MUNFORD (1983)
 FE1363
 FE1363                         *CURRENT SURVEY CONTROL
 FE1363  ___________________________________________________________________
 FE1363* NAD 83(1986)-  35 24 47.     (N)    089 49 14.     (W)     SCALED    
 FE1363* NAVD 88     -       106.930  (meters)     350.82   (feet)  ADJUSTED  
 FE1363  ___________________________________________________________________
 FE1363  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1363  DYNAMIC HT  -         106.836 (meters)     350.51  (feet)  COMP
 FE1363  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 FE1363
 FE1363  VERT ORDER  -  SECOND    CLASS 0
 FE1363
 FE1363.The horizontal coordinates were scaled from a topographic map and have
 FE1363.an estimated accuracy of +/- 6 seconds.
 FE1363
 FE1363.The orthometric height was determined by differential leveling
 FE1363.and adjusted by the National Geodetic Survey in June 1991..
 FE1363
 FE1363.The geoid height was determined by GEOID03.
 FE1363
 FE1363.The dynamic height is computed by dividing the NAVD 88
 FE1363.geopotential number by the normal gravity value computed on the
 FE1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1363.degrees latitude (g = 980.6199 gals.).
 FE1363
 FE1363.The modeled gravity was interpolated from observed gravity values.
 FE1363
 FE1363;                    North         East    Units  Estimated Accuracy
 FE1363;SPC TN       -   126,570.      253,090.      MT  (+/- 180 meters Scaled)
 FE1363
 FE1363                          SUPERSEDED SURVEY CONTROL
 FE1363
 FE1363  NGVD 29 (??/??/??)  106.903  (m)          350.73   (f) ADJUSTED    2 0
 FE1363
 FE1363.Superseded values are not recommended for survey control.
 FE1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1363.See file dsdata.txt to determine how the superseded data were derived.
 FE1363
 FE1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE438225(NAD 83)
 FE1363_MARKER: B = BOLT
 FE1363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1363_STAMPING: A 76-1-44
 FE1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1363
 FE1363  HISTORY     - Date     Condition        Report By
 FE1363  HISTORY     - UNK      MONUMENTED       DOD
 FE1363  HISTORY     - 1957     GOOD             CGS
 FE1363
 FE1363                          STATION DESCRIPTION
 FE1363
 FE1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1363'3.2 MI SW FROM ATOKA.
 FE1363'ABOUT 3.15 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1363'FROM THE STATION AT ATOKA, AT TIPTON, ABOUT 0.3 MILE SOUTHWEST
 FE1363'OF MILEPOST 367, ABOUT 0.1 MILE SOUTHWEST OF THE CROSSING OF A
 FE1363'BLACK TOP ROAD, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 98 FEET
 FE1363'NORTHWEST OF A FENCE CORNER, 100 FEET SOUTHWEST OF TELEPHONE
 FE1363'POLE NO. 6246, 58 FEET NORTHEAST OF TELEPHONE POLE NO. 6247 AND
 FE1363'IN LINE WITH ROW OF POLES, 1 FOOT BELOW THE LEVEL OF THE TRACK,
 FE1363'A COPPER BOLT DIRECTLY UNDER A USE CAP AND PIPE WHICH PROJECTS
 FE1363'7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1362 ***********************************************************************
 FE1362  DESIGNATION -  A 76 1 44 CAP
 FE1362  PID         -  FE1362
 FE1362  STATE/COUNTY-  TN/TIPTON
 FE1362  USGS QUAD   -  MUNFORD (1983)
 FE1362
 FE1362                         *CURRENT SURVEY CONTROL
 FE1362  ___________________________________________________________________
 FE1362* NAD 83(1986)-  35 24 47.     (N)    089 49 14.     (W)     SCALED    
 FE1362* NAVD 88     -       108.130  (meters)     354.76   (feet)  ADJUSTED  
 FE1362  ___________________________________________________________________
 FE1362  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1362  DYNAMIC HT  -         108.036 (meters)     354.45  (feet)  COMP
 FE1362  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 FE1362
 FE1362  VERT ORDER  -  SECOND    CLASS 0
 FE1362
 FE1362.The horizontal coordinates were scaled from a topographic map and have
 FE1362.an estimated accuracy of +/- 6 seconds.
 FE1362
 FE1362.The orthometric height was determined by differential leveling
 FE1362.and adjusted by the National Geodetic Survey in June 1991..
 FE1362
 FE1362.The geoid height was determined by GEOID03.
 FE1362
 FE1362.The dynamic height is computed by dividing the NAVD 88
 FE1362.geopotential number by the normal gravity value computed on the
 FE1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1362.degrees latitude (g = 980.6199 gals.).
 FE1362
 FE1362.The modeled gravity was interpolated from observed gravity values.
 FE1362
 FE1362;                    North         East    Units  Estimated Accuracy
 FE1362;SPC TN       -   126,570.      253,090.      MT  (+/- 180 meters Scaled)
 FE1362
 FE1362                          SUPERSEDED SURVEY CONTROL
 FE1362
 FE1362  NGVD 29 (??/??/??)  108.104  (m)          354.67   (f) ADJUSTED    2 0
 FE1362
 FE1362.Superseded values are not recommended for survey control.
 FE1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1362.See file dsdata.txt to determine how the superseded data were derived.
 FE1362
 FE1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE438225(NAD 83)
 FE1362_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1362_STAMPING: A 76-1-44
 FE1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1362
 FE1362  HISTORY     - Date     Condition        Report By
 FE1362  HISTORY     - UNK      MONUMENTED       DOD
 FE1362  HISTORY     - 1957     GOOD             CGS
 FE1362  HISTORY     - 20021003 MARK NOT FOUND   USACE
 FE1362
 FE1362                          STATION DESCRIPTION
 FE1362
 FE1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1362'3.2 MI SW FROM ATOKA.
 FE1362'ABOUT 3.15 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1362'FROM THE STATION AT ATOKA, AT TIPTON, ABOUT 0.3 MILE SOUTHWEST
 FE1362'OF MILEPOST 367, ABOUT 0.1 MILE SOUTHWEST OF THE CROSSING OF A
 FE1362'BLACK TOP ROAD, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 98 FEET
 FE1362'NORTHWEST OF A FENCE CORNER, 100 FEET SOUTHWEST OF TELEPHONE
 FE1362'POLE NO. 6246, 58 FEET NORTHEAST OF TELEPHONE POLE NO. 6247 AND
 FE1362'IN LINE WITH ROW OF POLES, 1 FOOT BELOW THE LEVEL OF THE TRACK,
 FE1362'A USE CAP AND PIPE WHICH PROJECTS 7 INCHES ABOVE THE GROUND.
 FE1362
 FE1362                          STATION RECOVERY (2002)
 FE1362
 FE1362'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1362'SUSPECTED DESTROYED, GRAVEL ROAD IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1375 ***********************************************************************
 FE1375  DESIGNATION -  A 76 1 45 BOLT
 FE1375  PID         -  FE1375
 FE1375  STATE/COUNTY-  TN/SHELBY
 FE1375  USGS QUAD   -  MUNFORD (1983)
 FE1375
 FE1375                         *CURRENT SURVEY CONTROL
 FE1375  ___________________________________________________________________
 FE1375* NAD 83(1986)-  35 22 49.     (N)    089 51 36.     (W)     SCALED    
 FE1375* NAVD 88     -        98.953  (meters)     324.65   (feet)  ADJUSTED  
 FE1375  ___________________________________________________________________
 FE1375  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1375  DYNAMIC HT  -          98.866 (meters)     324.36  (feet)  COMP
 FE1375  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 FE1375
 FE1375  VERT ORDER  -  FIRST     CLASS I
 FE1375
 FE1375.The horizontal coordinates were scaled from a topographic map and have
 FE1375.an estimated accuracy of +/- 6 seconds.
 FE1375
 FE1375.The orthometric height was determined by differential leveling
 FE1375.and adjusted by the National Geodetic Survey in June 1991..
 FE1375.WARNING-Repeat measurements at this control monument indicate possible
 FE1375.vertical movement.
 FE1375
 FE1375.The geoid height was determined by GEOID03.
 FE1375
 FE1375.The dynamic height is computed by dividing the NAVD 88
 FE1375.geopotential number by the normal gravity value computed on the
 FE1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1375.degrees latitude (g = 980.6199 gals.).
 FE1375
 FE1375.The modeled gravity was interpolated from observed gravity values.
 FE1375
 FE1375;                    North         East    Units  Estimated Accuracy
 FE1375;SPC TN       -   123,070.      249,360.      MT  (+/- 180 meters Scaled)
 FE1375
 FE1375                          SUPERSEDED SURVEY CONTROL
 FE1375
 FE1375  NGVD 29 (??/??/??)   98.919  (m)          324.54   (f) ADJUSTED    1 1
 FE1375
 FE1375.Superseded values are not recommended for survey control.
 FE1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1375.See file dsdata.txt to determine how the superseded data were derived.
 FE1375
 FE1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE401189(NAD 83)
 FE1375_MARKER: B = BOLT
 FE1375_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1375_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1375_STAMPING: A 76-1-45
 FE1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1375
 FE1375  HISTORY     - Date     Condition        Report By
 FE1375  HISTORY     - UNK      MONUMENTED       DOD
 FE1375  HISTORY     - 1974     POOR             NGS
 FE1375
 FE1375                          STATION DESCRIPTION
 FE1375
 FE1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1375'AT KERRVILLE.
 FE1375'AT KERRVILLE, 0.1 MILE SOUTHWEST OF THE CROSSING OF RENTER ROAD
 FE1375'(PAVED) AND ILLINOIS CENTRAL RAILROAD, 33 FEET NORTHWEST OF THE
 FE1375'NORTHWEST RAIL OF THE NORTHWEST TRACK, 156 FEET NORTHEAST OF A
 FE1375'SIGNAL CONTROL BOX, 239 FEET SOUTHWEST OF THE WEST CORNER OF
 FE1375'TELEPHONE BOOTH, 25 FEET NORTH-NORTHWEST OF THE FOURTH TELEPHONE
 FE1375'POLE SOUTHWEST OF ROAD CROSSING, 17 FEET NORTHWEST OF A SWITCH
 FE1375'STAND, A USE BOLT DIRECTLY UNDER A PIPE AND CAP WHICH PROJECTS
 FE1375'12-INCHES ABOVE GROUND, 3 FEET BELOW LEVEL OF THE RAILS.
 FE1375'NOTE-- PIPE BENT AND LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1374 ***********************************************************************
 FE1374  DESIGNATION -  A 76 1 45 CAP
 FE1374  PID         -  FE1374
 FE1374  STATE/COUNTY-  TN/SHELBY
 FE1374  USGS QUAD   -  MUNFORD (1983)
 FE1374
 FE1374                         *CURRENT SURVEY CONTROL
 FE1374  ___________________________________________________________________
 FE1374* NAD 83(1986)-  35 22 49.     (N)    089 51 36.     (W)     SCALED    
 FE1374* NAVD 88     -       100.154  (meters)     328.59   (feet)  ADJUSTED  
 FE1374  ___________________________________________________________________
 FE1374  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1374  DYNAMIC HT  -         100.066 (meters)     328.30  (feet)  COMP
 FE1374  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 FE1374
 FE1374  VERT ORDER  -  SECOND    CLASS 0
 FE1374
 FE1374.The horizontal coordinates were scaled from a topographic map and have
 FE1374.an estimated accuracy of +/- 6 seconds.
 FE1374
 FE1374.The orthometric height was determined by differential leveling
 FE1374.and adjusted by the National Geodetic Survey in June 1991..
 FE1374
 FE1374.The geoid height was determined by GEOID03.
 FE1374
 FE1374.The dynamic height is computed by dividing the NAVD 88
 FE1374.geopotential number by the normal gravity value computed on the
 FE1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1374.degrees latitude (g = 980.6199 gals.).
 FE1374
 FE1374.The modeled gravity was interpolated from observed gravity values.
 FE1374
 FE1374;                    North         East    Units  Estimated Accuracy
 FE1374;SPC TN       -   123,070.      249,360.      MT  (+/- 180 meters Scaled)
 FE1374
 FE1374                          SUPERSEDED SURVEY CONTROL
 FE1374
 FE1374  NGVD 29 (??/??/??)  100.128  (m)          328.50   (f) ADJUSTED    2 0
 FE1374
 FE1374.Superseded values are not recommended for survey control.
 FE1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1374.See file dsdata.txt to determine how the superseded data were derived.
 FE1374
 FE1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE401189(NAD 83)
 FE1374_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1374_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1374_STAMPING: A 76-1-45
 FE1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1374
 FE1374  HISTORY     - Date     Condition        Report By
 FE1374  HISTORY     - UNK      MONUMENTED       DOD
 FE1374  HISTORY     - 1957     GOOD             CGS
 FE1374  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1374
 FE1374                          STATION DESCRIPTION
 FE1374
 FE1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1374'3.2 MI NE FROM MILLINGTON.
 FE1374'ABOUT 3.25 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1374'FROM THE STATION AT MILLINGTON, AT KERRVILLE, 34 FEET NORTHWEST
 FE1374'OF THE NORTHWEST RAIL, 239 FEET SOUTHWEST OF THE WEST CORNER
 FE1374'OF THE KERRVILLE FLAG STATION, 25 FEET NORTH-NORTHWEST OF THE
 FE1374'4TH TELEPHONE POLE SOUTHWEST OF A ROAD CROSSING, 27 FEET
 FE1374'NORTHWEST OF A SWITCH POST TO A SIDING LEADING NORTHEAST, 3 FEET
 FE1374'BELOW THE LEVEL OF THE TRACKS, A PIPE AND CAP WHICH PROJECTS 12
 FE1374'INCHES ABOVE THE GROUND.
 FE1374
 FE1374                          STATION RECOVERY (1992)
 FE1374
 FE1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1374'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1399 ***********************************************************************
 FE1399  DESIGNATION -  A 76 1 47 BOLT
 FE1399  PID         -  FE1399
 FE1399  STATE/COUNTY-  TN/SHELBY
 FE1399  USGS QUAD   -  MILLINGTON (1997)
 FE1399
 FE1399                         *CURRENT SURVEY CONTROL
 FE1399  ___________________________________________________________________
 FE1399* NAD 83(1986)-  35 17 59.     (N)    089 55 38.     (W)     SCALED    
 FE1399* NAVD 88     -        83.230  (meters)     273.06   (feet)  ADJUSTED  
 FE1399  ___________________________________________________________________
 FE1399  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1399  DYNAMIC HT  -          83.156 (meters)     272.82  (feet)  COMP
 FE1399  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1399
 FE1399  VERT ORDER  -  SECOND    CLASS 0
 FE1399
 FE1399.The horizontal coordinates were scaled from a topographic map and have
 FE1399.an estimated accuracy of +/- 6 seconds.
 FE1399
 FE1399.The orthometric height was determined by differential leveling
 FE1399.and adjusted by the National Geodetic Survey in June 1991..
 FE1399
 FE1399.The geoid height was determined by GEOID03.
 FE1399
 FE1399.The dynamic height is computed by dividing the NAVD 88
 FE1399.geopotential number by the normal gravity value computed on the
 FE1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1399.degrees latitude (g = 980.6199 gals.).
 FE1399
 FE1399.The modeled gravity was interpolated from observed gravity values.
 FE1399
 FE1399;                    North         East    Units  Estimated Accuracy
 FE1399;SPC TN       -   114,390.      242,900.      MT  (+/- 180 meters Scaled)
 FE1399
 FE1399                          SUPERSEDED SURVEY CONTROL
 FE1399
 FE1399  NGVD 29 (??/??/??)   83.210  (m)          273.00   (f) ADJUSTED    2 0
 FE1399
 FE1399.Superseded values are not recommended for survey control.
 FE1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1399.See file dsdata.txt to determine how the superseded data were derived.
 FE1399
 FE1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE338102(NAD 83)
 FE1399_MARKER: B = BOLT
 FE1399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1399_STAMPING: A 76-1-47
 FE1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1399
 FE1399  HISTORY     - Date     Condition        Report By
 FE1399  HISTORY     - UNK      MONUMENTED       DOD
 FE1399  HISTORY     - 1957     GOOD             CGS
 FE1399
 FE1399                          STATION DESCRIPTION
 FE1399
 FE1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1399'3 MI NE FROM WOODSTOCK.
 FE1399'ABOUT 3.05 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1399'FROM THE STATION AT WOODSTOCK, AT LUCY, 23 3/4 FEET SOUTHEAST
 FE1399'OF THE SOUTHEAST RAIL OF THE NORTH BOUND TRACK, 383 FEET SOUTH
 FE1399'OF THE CENTER OF THE INTERSECTION OF A ROAD CROSSING THE TRACK,
 FE1399'42 FEET WEST OF THE WEST CORNER OF A WHITE FRAME HOUSE, 38 1/2
 FE1399'FEET NORTH OF THE NORTH CORNER OF A SMALL HOUSE COVERED WITH RED
 FE1399'TAR PAPER, 36 FEET NORTH-NORTHEAST OF TELEPHONE POLE NO. 6638,
 FE1399'ABOUT LEVEL WITH THE TRACK, A USE DISK ON TOP OF A 3 1/2 INCH
 FE1399'IRON PIPE PROJECTING 10 INCHES ABOVE THE GROUND AND SET DIRECTLY
 FE1399'OVER A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1398 ***********************************************************************
 FE1398  DESIGNATION -  A 76 1 47 CAP
 FE1398  PID         -  FE1398
 FE1398  STATE/COUNTY-  TN/SHELBY
 FE1398  USGS QUAD   -  MILLINGTON (1997)
 FE1398
 FE1398                         *CURRENT SURVEY CONTROL
 FE1398  ___________________________________________________________________
 FE1398* NAD 83(1986)-  35 17 59.     (N)    089 55 38.     (W)     SCALED    
 FE1398* NAVD 88     -        84.415  (meters)     276.95   (feet)  ADJUSTED  
 FE1398  ___________________________________________________________________
 FE1398  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1398  DYNAMIC HT  -          84.340 (meters)     276.71  (feet)  COMP
 FE1398  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1398
 FE1398  VERT ORDER  -  SECOND    CLASS 0
 FE1398
 FE1398.The horizontal coordinates were scaled from a topographic map and have
 FE1398.an estimated accuracy of +/- 6 seconds.
 FE1398
 FE1398.The orthometric height was determined by differential leveling
 FE1398.and adjusted by the National Geodetic Survey in June 1991..
 FE1398
 FE1398.The geoid height was determined by GEOID03.
 FE1398
 FE1398.The dynamic height is computed by dividing the NAVD 88
 FE1398.geopotential number by the normal gravity value computed on the
 FE1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1398.degrees latitude (g = 980.6199 gals.).
 FE1398
 FE1398.The modeled gravity was interpolated from observed gravity values.
 FE1398
 FE1398;                    North         East    Units  Estimated Accuracy
 FE1398;SPC TN       -   114,390.      242,900.      MT  (+/- 180 meters Scaled)
 FE1398
 FE1398                          SUPERSEDED SURVEY CONTROL
 FE1398
 FE1398  NGVD 29 (??/??/??)   84.393  (m)          276.88   (f) ADJUSTED    2 0
 FE1398
 FE1398.Superseded values are not recommended for survey control.
 FE1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1398.See file dsdata.txt to determine how the superseded data were derived.
 FE1398
 FE1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE338102(NAD 83)
 FE1398_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1398_STAMPING: A 76-1-47
 FE1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1398
 FE1398  HISTORY     - Date     Condition        Report By
 FE1398  HISTORY     - UNK      MONUMENTED       DOD
 FE1398  HISTORY     - 1957     GOOD             CGS
 FE1398  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1398
 FE1398                          STATION DESCRIPTION
 FE1398
 FE1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1398'3 MI NE FROM WOODSTOCK.
 FE1398'ABOUT 3.05 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1398'FROM THE STATION AT WOODSTOCK, AT LUCY, 23 3/4 FEET SOUTHEAST
 FE1398'OF THE SOUTHEAST RAIL OF THE NORTH BOUND TRACK, 383 FEET SOUTH
 FE1398'OF THE CENTER OF THE INTERSECTION OF A ROAD CROSSING THE TRACK,
 FE1398'42 FEET WEST OF THE WEST CORNER OF A WHITE FRAME HOUSE, 38 1/2
 FE1398'FEET NORTH OF THE NORTH CORNER OF A SMALL HOUSE COVERED WITH RED
 FE1398'TAR PAPER, 36 FEET NORTH-NORTHEAST OF TELEPHONE POLE NO. 6638,
 FE1398'ABOUT LEVEL WITH THE TRACK, A USE DISK ON TOP OF A 3 1/2 INCH
 FE1398'IRON PIPE PROJECTING 10 INCHES ABOVE THE GROUND.
 FE1398
 FE1398                          STATION RECOVERY (2002)
 FE1398
 FE1398'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1398'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1411 ***********************************************************************
 FE1411  DESIGNATION -  A 76.1 48
 FE1411  PID         -  FE1411
 FE1411  STATE/COUNTY-  TN/SHELBY
 FE1411  USGS QUAD   -  MILLINGTON (1997)
 FE1411
 FE1411                         *CURRENT SURVEY CONTROL
 FE1411  ___________________________________________________________________
 FE1411* NAD 83(1986)-  35 16 10.     (N)    089 58 01.     (W)     SCALED    
 FE1411* NAVD 88     -        73.222  (meters)     240.23   (feet)  ADJUSTED  
 FE1411  ___________________________________________________________________
 FE1411  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1411  DYNAMIC HT  -          73.157 (meters)     240.02  (feet)  COMP
 FE1411  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 FE1411
 FE1411  VERT ORDER  -  SECOND    CLASS 0
 FE1411
 FE1411.The horizontal coordinates were scaled from a topographic map and have
 FE1411.an estimated accuracy of +/- 6 seconds.
 FE1411
 FE1411.The orthometric height was determined by differential leveling
 FE1411.and adjusted by the National Geodetic Survey in June 1991..
 FE1411
 FE1411.The geoid height was determined by GEOID03.
 FE1411
 FE1411.The dynamic height is computed by dividing the NAVD 88
 FE1411.geopotential number by the normal gravity value computed on the
 FE1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1411.degrees latitude (g = 980.6199 gals.).
 FE1411
 FE1411.The modeled gravity was interpolated from observed gravity values.
 FE1411
 FE1411;                    North         East    Units  Estimated Accuracy
 FE1411;SPC TN       -   111,180.      239,160.      MT  (+/- 180 meters Scaled)
 FE1411
 FE1411                          SUPERSEDED SURVEY CONTROL
 FE1411
 FE1411  NGVD 29 (??/??/??)   73.231  (m)          240.26   (f) ADJUSTED    2 0
 FE1411
 FE1411.Superseded values are not recommended for survey control.
 FE1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1411.See file dsdata.txt to determine how the superseded data were derived.
 FE1411
 FE1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE301069(NAD 83)
 FE1411_MARKER: P = PIPE CAP
 FE1411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1411_STAMPING: A 76.1-48
 FE1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1411
 FE1411  HISTORY     - Date     Condition        Report By
 FE1411  HISTORY     - UNK      MONUMENTED       DOD
 FE1411  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1411
 FE1411                          STATION DESCRIPTION
 FE1411
 FE1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1411'AT WOODSTOCK.
 FE1411'AT WOODSTOCK, SHELBY COUNTY, 12 FEET NORTH OF THE NORTH END OF
 FE1411'THE ILLINOIS CENTRAL RAILROAD STATION, 20 FEET EAST OF THE
 FE1411'CENTER LINE OF THE NORTH-BOUND MAIN TRACK, AND 3 FEET SOUTH OF
 FE1411'BENCH MARK T 68, DESCRIBED ABOVE.  A CORPS OF ENGINEERS, U.S.
 FE1411'ARMY, STANDARD CAP, STAMPED A 76.1-48 AND RIVETED ON THE TOP OF A
 FE1411'6-INCH IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1184 ***********************************************************************
 FE1184  DESIGNATION -  A 76.52 6
 FE1184  PID         -  FE1184
 FE1184  STATE/COUNTY-  TN/SHELBY
 FE1184  USGS QUAD   -  BRUNSWICK (1993)
 FE1184
 FE1184                         *CURRENT SURVEY CONTROL
 FE1184  ___________________________________________________________________
 FE1184* NAD 83(1986)-  35 15 59.     (N)    089 46 07.     (W)     SCALED    
 FE1184* NAVD 88     -        79.002  (meters)     259.19   (feet)  ADJUSTED  
 FE1184  ___________________________________________________________________
 FE1184  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE1184  DYNAMIC HT  -          78.932 (meters)     258.96  (feet)  COMP
 FE1184  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 FE1184
 FE1184  VERT ORDER  -  SECOND    CLASS 0
 FE1184
 FE1184.The horizontal coordinates were scaled from a topographic map and have
 FE1184.an estimated accuracy of +/- 6 seconds.
 FE1184
 FE1184.The orthometric height was determined by differential leveling
 FE1184.and adjusted by the National Geodetic Survey in June 1991..
 FE1184
 FE1184.The geoid height was determined by GEOID03.
 FE1184
 FE1184.The dynamic height is computed by dividing the NAVD 88
 FE1184.geopotential number by the normal gravity value computed on the
 FE1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1184.degrees latitude (g = 980.6199 gals.).
 FE1184
 FE1184.The modeled gravity was interpolated from observed gravity values.
 FE1184
 FE1184;                    North         East    Units  Estimated Accuracy
 FE1184;SPC TN       -   110,120.      257,180.      MT  (+/- 180 meters Scaled)
 FE1184
 FE1184                          SUPERSEDED SURVEY CONTROL
 FE1184
 FE1184  NGVD 29 (??/??/??)   78.991  (m)          259.16   (f) ADJUSTED    2 0
 FE1184
 FE1184.Superseded values are not recommended for survey control.
 FE1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1184.See file dsdata.txt to determine how the superseded data were derived.
 FE1184
 FE1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE481061(NAD 83)
 FE1184_MARKER: P = PIPE CAP
 FE1184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1184_STAMPING: A 76.52-6
 FE1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1184
 FE1184  HISTORY     - Date     Condition        Report By
 FE1184  HISTORY     - UNK      MONUMENTED       DOD
 FE1184  HISTORY     - 1935     GOOD             CGS
 FE1184  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE1184
 FE1184                          STATION DESCRIPTION
 FE1184
 FE1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1184'AT BRUNSWICK.
 FE1184'AT BRUNSWICK, SHELBY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1184'RAILROAD, 2 FEET SOUTH OF BENCH MARK S 67 AS DESCRIBED ABOVE,
 FE1184'AND 40 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A CORPS
 FE1184'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED A 76.52-6 AND
 FE1184'RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 6 INCHES ABOVE
 FE1184'GROUND.
 FE1184
 FE1184                          STATION RECOVERY (2002)
 FE1184
 FE1184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1184'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1666 ***********************************************************************
 GB1666  DESIGNATION -  A 78
 GB1666  PID         -  GB1666
 GB1666  STATE/COUNTY-  TN/OVERTON
 GB1666  USGS QUAD   -  LIVINGSTON (1986)
 GB1666
 GB1666                         *CURRENT SURVEY CONTROL
 GB1666  ___________________________________________________________________
 GB1666* NAD 83(1986)-  36 25 15.     (N)    085 17 02.     (W)     SCALED    
 GB1666* NAVD 88     -       317.715  (meters)    1042.37   (feet)  POSTED    
 GB1666  ___________________________________________________________________
 GB1666  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GB1666  DYNAMIC HT  -         317.430 (meters)    1041.43  (feet)  COMP
 GB1666  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GB1666
 GB1666  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1666
 GB1666.The horizontal coordinates were scaled from a topographic map and have
 GB1666.an estimated accuracy of +/- 6 seconds.
 GB1666
 GB1666.The orthometric height was determined by differential leveling
 GB1666.and adjusted by the National Geodetic Survey in 1992..
 GB1666.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1666.rate of 1.1 thru 2.0 mm/km.
 GB1666
 GB1666.The geoid height was determined by GEOID03.
 GB1666
 GB1666.The dynamic height is computed by dividing the NAVD 88
 GB1666.geopotential number by the normal gravity value computed on the
 GB1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1666.degrees latitude (g = 980.6199 gals.).
 GB1666
 GB1666.The modeled gravity was interpolated from observed gravity values.
 GB1666
 GB1666;                    North         East    Units  Estimated Accuracy
 GB1666;SPC TN       -   231,850.      664,220.      MT  (+/- 180 meters Scaled)
 GB1666
 GB1666                          SUPERSEDED SURVEY CONTROL
 GB1666
 GB1666  NGVD 29 (??/??/92)  317.802  (m)         1042.66   (f) ADJ UNCH    2 0
 GB1666
 GB1666.Superseded values are not recommended for survey control.
 GB1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1666.See file dsdata.txt to determine how the superseded data were derived.
 GB1666
 GB1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF538319(NAD 83)
 GB1666_MARKER: DB = BENCH MARK DISK
 GB1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1666_STAMPING: A 78 1935
 GB1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1666+STABILITY: SURFACE MOTION
 GB1666
 GB1666  HISTORY     - Date     Condition        Report By
 GB1666  HISTORY     - 1935     MONUMENTED       CGS
 GB1666
 GB1666                          STATION DESCRIPTION
 GB1666
 GB1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1666'3.7 MI SW FROM MONROE.
 GB1666'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE POST OFFICE
 GB1666'AT MONROE, OVERTON COUNTY, ABOUT 300 YARDS SOUTH OF A SMALL
 GB1666'SCHOOLHOUSE, ABOUT 170 YARDS NORTH OF A TWO-STORY FRAME DWELLING
 GB1666'OWNED BY JIM WALKER, ABOUT 30 FEET WEST OF THE CENTERLINE OF THE
 GB1666'HIGHWAY, 2 FEET EAST OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A
 GB1666'STANDARD DISK, STAMPED A 78 1935 AND SET IN THE TOP OF A CONCRETE
 GB1666'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1189 ***********************************************************************
 FE1189  DESIGNATION -  A 79 3
 FE1189  PID         -  FE1189
 FE1189  STATE/COUNTY-  TN/SHELBY
 FE1189  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1189
 FE1189                         *CURRENT SURVEY CONTROL
 FE1189  ___________________________________________________________________
 FE1189* NAD 83(1986)-  35 11 25.     (N)    089 53 25.     (W)     SCALED    
 FE1189* NAVD 88     -        78.366  (meters)     257.11   (feet)  ADJUSTED  
 FE1189  ___________________________________________________________________
 FE1189  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1189  DYNAMIC HT  -          78.295 (meters)     256.87  (feet)  COMP
 FE1189  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 FE1189
 FE1189  VERT ORDER  -  SECOND    CLASS 0
 FE1189
 FE1189.The horizontal coordinates were scaled from a topographic map and have
 FE1189.an estimated accuracy of +/- 6 seconds.
 FE1189
 FE1189.The orthometric height was determined by differential leveling
 FE1189.and adjusted by the National Geodetic Survey in June 1991..
 FE1189
 FE1189.The geoid height was determined by GEOID03.
 FE1189
 FE1189.The dynamic height is computed by dividing the NAVD 88
 FE1189.geopotential number by the normal gravity value computed on the
 FE1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1189.degrees latitude (g = 980.6199 gals.).
 FE1189
 FE1189.The modeled gravity was interpolated from observed gravity values.
 FE1189
 FE1189;                    North         East    Units  Estimated Accuracy
 FE1189;SPC TN       -   102,120.      245,780.      MT  (+/- 180 meters Scaled)
 FE1189
 FE1189                          SUPERSEDED SURVEY CONTROL
 FE1189
 FE1189  NGVD 29 (??/??/??)   78.356  (m)          257.07   (f) ADJUSTED    2 0
 FE1189
 FE1189.Superseded values are not recommended for survey control.
 FE1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1189.See file dsdata.txt to determine how the superseded data were derived.
 FE1189
 FE1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD368979(NAD 83)
 FE1189_MARKER: P = PIPE CAP
 FE1189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1189_STAMPING: A 79-3
 FE1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1189
 FE1189  HISTORY     - Date     Condition        Report By
 FE1189  HISTORY     - UNK      MONUMENTED       DOD
 FE1189  HISTORY     - 1956     GOOD             CGS
 FE1189  HISTORY     - 20021015 POOR             USACE
 FE1189
 FE1189                          STATION DESCRIPTION
 FE1189
 FE1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1189'1.6 MI SW FROM BARTLETT.
 FE1189'ABOUT 1.6 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FE1189'RAILROAD FROM THE CROSSING OF STAGE ROAD AT BARTLETT, AT CROSSING
 FE1189'OF RALEIGH-LA GRANGE ROAD (BLACK TOP ROAD NORTHWEST-SOUTHEAST),
 FE1189'7 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK, 13 FEET NORTHEAST
 FE1189'OF CENTER LINE OF ROAD, 5 FEET WEST OF CROSSING WARNING SIGN,
 FE1189'ABOUT LEVEL WITH TRACK AND PROJECTING 1 INCH.  NOTE-- THIS MARK
 FE1189'WAS ORIGINALLY DESIGNATED AS A 67 - 3 (U.S.E.) HOWEVER, IT IS
 FE1189'STAMPED AS SHOWN ABOVE.
 FE1189
 FE1189                          STATION RECOVERY (2002)
 FE1189
 FE1189'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1189'MARK DESTROYED DUE TO ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1000 ***********************************************************************
 FC1000  DESIGNATION -  A 8 RESET
 FC1000  PID         -  FC1000
 FC1000  STATE/COUNTY-  TN/WHITE
 FC1000  USGS QUAD   -  SPARTA (1979)
 FC1000
 FC1000                         *CURRENT SURVEY CONTROL
 FC1000  ___________________________________________________________________
 FC1000* NAD 83(1986)-  35 55 15.     (N)    085 24 12.     (W)     SCALED    
 FC1000* NAVD 88     -       407.44   (meters)    1336.7    (feet)  RESET     
 FC1000  ___________________________________________________________________
 FC1000  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1000
 FC1000  VERT ORDER  -  THIRD
 FC1000
 FC1000.The horizontal coordinates were scaled from a topographic map and have
 FC1000.an estimated accuracy of +/- 6 seconds.
 FC1000
 FC1000.The orthometric height was computed from unverified reset data.
 FC1000
 FC1000.The geoid height was determined by GEOID03.
 FC1000
 FC1000;                    North         East    Units  Estimated Accuracy
 FC1000;SPC TN       -   176,300.      653,850.      MT  (+/- 180 meters Scaled)
 FC1000
 FC1000                          SUPERSEDED SURVEY CONTROL
 FC1000
 FC1000.No superseded survey control is available for this station.
 FC1000
 FC1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE440763(NAD 83)
 FC1000_MARKER: DB = BENCH MARK DISK
 FC1000_SETTING: 66 = SET IN ROCK OUTCROP
 FC1000_SP_SET: ROCK LEDGE
 FC1000_STAMPING: A 8 RESET 1961
 FC1000_MARK LOGO: TNDT  
 FC1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1000+STABILITY: POSITION/ELEVATION WELL
 FC1000
 FC1000  HISTORY     - Date     Condition        Report By
 FC1000  HISTORY     - 1961     MONUMENTED       TNDT
 FC1000
 FC1000                          STATION DESCRIPTION
 FC1000
 FC1000'DESCRIBED BY TN DEPT OF TRANSP 1961
 FC1000'3.6 MI SW FROM BON AIR.
 FC1000'THIS MARK IS LOCATED ABOUT 3.6 MILES SOUTHWEST ALONG THE NASHVILLE,
 FC1000'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION AT BON-AIR,
 FC1000'ABOUT 320 FEET NORTHWEST OF ROCK HOUSE AND IN A ROCK LEDGE,
 FC1000'ABOUT 117 FEET DUE NORTH OF THE CENTERLINE OF NEW U.S. HIGHWAY
 FC1000'70 SOUTH, ABOUT 90 FEET SOUTHEAST OF FRAME RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0175 ***********************************************************************
 GC0175  DESIGNATION -  A 80
 GC0175  PID         -  GC0175
 GC0175  STATE/COUNTY-  TN/WILSON
 GC0175  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0175
 GC0175                         *CURRENT SURVEY CONTROL
 GC0175  ___________________________________________________________________
 GC0175* NAD 83(1986)-  36 07 32.     (N)    086 04 43.     (W)     SCALED    
 GC0175* NAVD 88     -       214.716  (meters)     704.45   (feet)  ADJUSTED  
 GC0175  ___________________________________________________________________
 GC0175  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0175  DYNAMIC HT  -         214.532 (meters)     703.84  (feet)  COMP
 GC0175  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GC0175
 GC0175  VERT ORDER  -  SECOND    CLASS 0
 GC0175
 GC0175.The horizontal coordinates were scaled from a topographic map and have
 GC0175.an estimated accuracy of +/- 6 seconds.
 GC0175
 GC0175.The orthometric height was determined by differential leveling
 GC0175.and adjusted by the National Geodetic Survey in June 1991..
 GC0175
 GC0175.The geoid height was determined by GEOID03.
 GC0175
 GC0175.The dynamic height is computed by dividing the NAVD 88
 GC0175.geopotential number by the normal gravity value computed on the
 GC0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0175.degrees latitude (g = 980.6199 gals.).
 GC0175
 GC0175.The modeled gravity was interpolated from observed gravity values.
 GC0175
 GC0175;                    North         East    Units  Estimated Accuracy
 GC0175;SPC TN       -   198,850.      592,920.      MT  (+/- 180 meters Scaled)
 GC0175
 GC0175                          SUPERSEDED SURVEY CONTROL
 GC0175
 GC0175  NGVD 29 (??/??/92)  214.769  (m)          704.62   (f) ADJ UNCH    2 0
 GC0175
 GC0175.Superseded values are not recommended for survey control.
 GC0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0175.See file dsdata.txt to determine how the superseded data were derived.
 GC0175
 GC0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE829982(NAD 83)
 GC0175_MARKER: DB = BENCH MARK DISK
 GC0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0175_STAMPING: A 80 1935
 GC0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0175+STABILITY: SURFACE MOTION
 GC0175
 GC0175  HISTORY     - Date     Condition        Report By
 GC0175  HISTORY     - 1935     MONUMENTED       CGS
 GC0175
 GC0175                          STATION DESCRIPTION
 GC0175
 GC0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0175'4.2 MI NE FROM WATERTOWN.
 GC0175'4.2 MILES NORTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0175'STATION AT WATERTOWN, WILSON COUNTY, 10 RAILS NORTHEAST OF
 GC0175'MILEPOST 49, 50 FEET NORTHEAST OF THE CENTERLINE OF A DIRT
 GC0175'ROAD, 22 FEET NORTHWEST OF THE NORTHWEST RAIL, 7 FEET SOUTHEAST
 GC0175'OF A WIRE FENCE, AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD
 GC0175'DISK, STAMPED A 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0311 ***********************************************************************
 FF0311  DESIGNATION -  A 80 46 9 BOLT
 FF0311  PID         -  FF0311
 FF0311  STATE/COUNTY-  TN/SHELBY
 FF0311  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0311
 FF0311                         *CURRENT SURVEY CONTROL
 FF0311  ___________________________________________________________________
 FF0311* NAD 83(1986)-  35 14 15.     (N)    090 03 07.     (W)     SCALED    
 FF0311* NAVD 88     -        67.909  (meters)     222.80   (feet)  ADJUSTED  
 FF0311  ___________________________________________________________________
 FF0311  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0311  DYNAMIC HT  -          67.848 (meters)     222.60  (feet)  COMP
 FF0311  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FF0311
 FF0311  VERT ORDER  -  FIRST     CLASS II
 FF0311
 FF0311.The horizontal coordinates were scaled from a topographic map and have
 FF0311.an estimated accuracy of +/- 6 seconds.
 FF0311
 FF0311.The orthometric height was determined by differential leveling
 FF0311.and adjusted by the National Geodetic Survey in June 1991..
 FF0311
 FF0311.The geoid height was determined by GEOID03.
 FF0311
 FF0311.The dynamic height is computed by dividing the NAVD 88
 FF0311.geopotential number by the normal gravity value computed on the
 FF0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0311.degrees latitude (g = 980.6199 gals.).
 FF0311
 FF0311.The modeled gravity was interpolated from observed gravity values.
 FF0311
 FF0311;                    North         East    Units  Estimated Accuracy
 FF0311;SPC TN       -   107,950.      231,280.      MT  (+/- 180 meters Scaled)
 FF0311
 FF0311                          SUPERSEDED SURVEY CONTROL
 FF0311
 FF0311  NGVD 29 (??/??/??)   67.872  (m)          222.68   (f) ADJUSTED    1 2
 FF0311
 FF0311.Superseded values are not recommended for survey control.
 FF0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0311.See file dsdata.txt to determine how the superseded data were derived.
 FF0311
 FF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682033(NAD 83)
 FF0311_MARKER: B = BOLT
 FF0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0311_STAMPING: A-80-46-9
 FF0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0311
 FF0311  HISTORY     - Date     Condition        Report By
 FF0311  HISTORY     - UNK      MONUMENTED       DOD
 FF0311  HISTORY     - 1957     GOOD             CGS
 FF0311  HISTORY     - 19970912 MARK NOT FOUND   TN1620
 FF0311
 FF0311                          STATION DESCRIPTION
 FF0311
 FF0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0311'3.4 MI NW FROM FRAYSER.
 FF0311'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0311'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0311'ALONG MARSH ROAD, THENCE 2.35 MILES NORTH AND NORTHWEST ALONG
 FF0311'BENJESTOWN ROAD, ABOUT 0.75 MILE NORTHWEST OF THE WEST END OF
 FF0311'THE BENJESTOWN ROAD BRIDGE OVER THE LOOSAHATCHIE RIVER, ABOUT
 FF0311'195 FEET EAST OF BENCH MARK K-88, 227 FEET EAST OF THE CENTER
 FF0311'LINE OF BENJESTOWN ROAD, 120 3/4 FEET EAST OF THE NORTHEAST
 FF0311'CORNER OF THE NORTH MOST WHITE FRAME HOUSE OF TWO, 164 FEET
 FF0311'SOUTH-SOUTHWEST OF POWER LINE POLE NO. 68208, 18 FEET
 FF0311'NORTH-NORTHEAST OF A 12-INCH BIRCH TREE, 15 FEET SOUTHEAST OF A
 FF0311'24-INCH ELM TREE AND IN A PASTURE, A COPPER BOLT DIRECTLY UNDER
 FF0311'A USE PIPE AND CAP WHICH PROJECTS 10 INCHES ABOVE THE GROUND.
 FF0311
 FF0311                          STATION RECOVERY (1997)
 FF0311
 FF0311'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0312 ***********************************************************************
 FF0312  DESIGNATION -  A 80 46 9 CAP
 FF0312  PID         -  FF0312
 FF0312  STATE/COUNTY-  TN/SHELBY
 FF0312  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0312
 FF0312                         *CURRENT SURVEY CONTROL
 FF0312  ___________________________________________________________________
 FF0312* NAD 83(1986)-  35 14 15.     (N)    090 03 07.     (W)     SCALED    
 FF0312* NAVD 88     -        69.088  (meters)     226.67   (feet)  ADJUSTED  
 FF0312  ___________________________________________________________________
 FF0312  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0312  DYNAMIC HT  -          69.026 (meters)     226.46  (feet)  COMP
 FF0312  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FF0312
 FF0312  VERT ORDER  -  FIRST     CLASS II
 FF0312
 FF0312.The horizontal coordinates were scaled from a topographic map and have
 FF0312.an estimated accuracy of +/- 6 seconds.
 FF0312
 FF0312.The orthometric height was determined by differential leveling
 FF0312.and adjusted by the National Geodetic Survey in June 1991..
 FF0312
 FF0312.The geoid height was determined by GEOID03.
 FF0312
 FF0312.The dynamic height is computed by dividing the NAVD 88
 FF0312.geopotential number by the normal gravity value computed on the
 FF0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0312.degrees latitude (g = 980.6199 gals.).
 FF0312
 FF0312.The modeled gravity was interpolated from observed gravity values.
 FF0312
 FF0312;                    North         East    Units  Estimated Accuracy
 FF0312;SPC TN       -   107,950.      231,280.      MT  (+/- 180 meters Scaled)
 FF0312
 FF0312                          SUPERSEDED SURVEY CONTROL
 FF0312
 FF0312  NGVD 29 (??/??/??)   69.051  (m)          226.54   (f) ADJUSTED    1 2
 FF0312
 FF0312.Superseded values are not recommended for survey control.
 FF0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0312.See file dsdata.txt to determine how the superseded data were derived.
 FF0312
 FF0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682033(NAD 83)
 FF0312_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0312_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0312_STAMPING: A-80-46-9
 FF0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0312
 FF0312  HISTORY     - Date     Condition        Report By
 FF0312  HISTORY     - UNK      MONUMENTED       DOD
 FF0312  HISTORY     - 1957     GOOD             CGS
 FF0312
 FF0312                          STATION DESCRIPTION
 FF0312
 FF0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0312'3.4 MI NW FROM FRAYSER.
 FF0312'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0312'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0312'ALONG MARSH ROAD, THENCE 2.35 MILES NORTH AND NORTHWEST ALONG
 FF0312'BENJESTOWN ROAD, ABOUT 0.75 MILE NORTHWEST OF THE WEST END OF THE
 FF0312'BENJESTOWN ROAD BRIDGE OVER THE LOOSAHATCHIE RIVER, ABOUT 195
 FF0312'FEET EAST OF BENCH MARK K-88, 227 FEET EAST OF THE CENTER LINE
 FF0312'OF BENJESTOWN ROAD, 120 3/4 FEET EAST OF THE NORTHEAST CORNER
 FF0312'OF THE NORTH MOST WHITE FRAME HOUSE OF TWO, 164 FEET
 FF0312'SOUTH-SOUTHWEST OF POWER LINE POLE NO. 68208, 18 FEET
 FF0312'NORTH-NORTHEAST OF A 12-INCH BIRCH TREE, 15 FEET SOUTHEAST OF A
 FF0312'24-INCH ELM TREE AND IN A PASTURE, A USE PIPE AND CAP WHICH
 FF0312'PROJECTS 10 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0468 ***********************************************************************
 FF0468  DESIGNATION -  A 80 6
 FF0468  PID         -  FF0468
 FF0468  STATE/COUNTY-  TN/SHELBY
 FF0468  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0468
 FF0468                         *CURRENT SURVEY CONTROL
 FF0468  ___________________________________________________________________
 FF0468* NAD 83(1986)-  35 05 13.     (N)    090 01 29.     (W)     SCALED    
 FF0468* NAVD 88     -        78.898  (meters)     258.85   (feet)  ADJUSTED  
 FF0468  ___________________________________________________________________
 FF0468  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0468  DYNAMIC HT  -          78.826 (meters)     258.62  (feet)  COMP
 FF0468  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FF0468
 FF0468  VERT ORDER  -  FIRST     CLASS II
 FF0468
 FF0468.The horizontal coordinates were scaled from a topographic map and have
 FF0468.an estimated accuracy of +/- 6 seconds.
 FF0468
 FF0468.The orthometric height was determined by differential leveling
 FF0468.and adjusted by the National Geodetic Survey in June 1991..
 FF0468
 FF0468.The geoid height was determined by GEOID03.
 FF0468
 FF0468.The dynamic height is computed by dividing the NAVD 88
 FF0468.geopotential number by the normal gravity value computed on the
 FF0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0468.degrees latitude (g = 980.6199 gals.).
 FF0468
 FF0468.The modeled gravity was interpolated from observed gravity values.
 FF0468
 FF0468;                    North         East    Units  Estimated Accuracy
 FF0468;SPC TN       -    91,160.      233,070.      MT  (+/- 180 meters Scaled)
 FF0468
 FF0468                          SUPERSEDED SURVEY CONTROL
 FF0468
 FF0468  NGVD 29 (??/??/??)   78.866  (m)          258.75   (f) ADJUSTED    1 2
 FF0468
 FF0468.Superseded values are not recommended for survey control.
 FF0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0468.See file dsdata.txt to determine how the superseded data were derived.
 FF0468
 FF0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU712867(NAD 83)
 FF0468_MARKER: DD = SURVEY DISK
 FF0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0468_SP_SET: OVERPASS
 FF0468_STAMPING: A 80-6
 FF0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0468+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF0468
 FF0468  HISTORY     - Date     Condition        Report By
 FF0468  HISTORY     - UNK      MONUMENTED       DOD
 FF0468  HISTORY     - 1956     GOOD             CGS
 FF0468  HISTORY     - 1990     GOOD             USPSQD
 FF0468  HISTORY     - 19950316 GOOD             TN1620
 FF0468  HISTORY     - 20021030 GOOD             USACE
 FF0468
 FF0468                          STATION DESCRIPTION
 FF0468
 FF0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0468'AT MEMPHIS.
 FF0468'AT MEMPHIS, ABOUT 2.1 MILES EAST ALONG MALLORY AVENUE FROM THE
 FF0468'INTERSECTION OF FLORIDA STREET, ABOUT 30 YARDS SOUTH OF THE
 FF0468'JUNCTION OF MALLORY AVENUE, MISSISSIPPI STREET AND OLD HERNANDO
 FF0468'ROAD, AT THE OVERPASS OF THE ILLINOIS CENTRAL RAILROAD OVER
 FF0468'OLD HERNANDO ROAD, AT THE OVERPASS OF THE ILLINOIS CENTRAL
 FF0468'RAILROAD OVER OLD HERNANDO ROAD, IN THE TOP OF THE NORTHEAST
 FF0468'END OF NORTHWEST HEAD WALL OF OVERPASS, 6 FEET NORTHWEST OF
 FF0468'NORTHWEST RAIL OF NORTHWEST TRACK, 1 1/2 FEET SOUTHWEST OF
 FF0468'NORTHEAST END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF
 FF0468'TRACK.
 FF0468
 FF0468                          STATION RECOVERY (1990)
 FF0468
 FF0468'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0468'RECOVERED IN GOOD CONDITION.
 FF0468
 FF0468                          STATION RECOVERY (1995)
 FF0468
 FF0468'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0468'RECOVERED IN GOOD CONDITION.
 FF0468
 FF0468                          STATION RECOVERY (2002)
 FF0468
 FF0468'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0470 ***********************************************************************
 FF0470  DESIGNATION -  A 80 9
 FF0470  PID         -  FF0470
 FF0470  STATE/COUNTY-  TN/SHELBY
 FF0470  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0470
 FF0470                         *CURRENT SURVEY CONTROL
 FF0470  ___________________________________________________________________
 FF0470* NAD 83(1986)-  35 04 47.     (N)    090 04 44.     (W)     SCALED    
 FF0470* NAVD 88     -        67.043  (meters)     219.96   (feet)  ADJUSTED  
 FF0470  ___________________________________________________________________
 FF0470  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0470  DYNAMIC HT  -          66.981 (meters)     219.75  (feet)  COMP
 FF0470  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 FF0470
 FF0470  VERT ORDER  -  FIRST     CLASS I
 FF0470
 FF0470.The horizontal coordinates were scaled from a topographic map and have
 FF0470.an estimated accuracy of +/- 6 seconds.
 FF0470
 FF0470.The orthometric height was determined by differential leveling
 FF0470.and adjusted by the National Geodetic Survey in June 1991..
 FF0470
 FF0470.The geoid height was determined by GEOID03.
 FF0470
 FF0470.The dynamic height is computed by dividing the NAVD 88
 FF0470.geopotential number by the normal gravity value computed on the
 FF0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0470.degrees latitude (g = 980.6199 gals.).
 FF0470
 FF0470.The modeled gravity was interpolated from observed gravity values.
 FF0470
 FF0470;                    North         East    Units  Estimated Accuracy
 FF0470;SPC TN       -    90,560.      228,100.      MT  (+/- 180 meters Scaled)
 FF0470
 FF0470                          SUPERSEDED SURVEY CONTROL
 FF0470
 FF0470  NGVD 29 (??/??/??)   67.021  (m)          219.88   (f) ADJUSTED    1 1
 FF0470
 FF0470.Superseded values are not recommended for survey control.
 FF0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0470.See file dsdata.txt to determine how the superseded data were derived.
 FF0470
 FF0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU663857(NAD 83)
 FF0470_MARKER: DD = SURVEY DISK
 FF0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0470_SP_SET: BRIDGE ABUTMENT
 FF0470_STAMPING: A 80-9
 FF0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0470
 FF0470  HISTORY     - Date     Condition        Report By
 FF0470  HISTORY     - UNK      MONUMENTED       DOD
 FF0470  HISTORY     - 1956     GOOD             CGS
 FF0470  HISTORY     - 1976     GOOD             NGS
 FF0470  HISTORY     - 1990     GOOD             USPSQD
 FF0470  HISTORY     - 19940802 MARK NOT FOUND   TN1620
 FF0470
 FF0470                          STATION DESCRIPTION
 FF0470
 FF0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0470'1.6 MI SW FROM MEMPHIS.
 FF0470'1.55 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0470'THE CROSSING OF FLORIDA STREET AT MEMPHIS, ABOUT 0.6 MILE SOUTHWEST
 FF0470'OF CROSSING OF MALLORY STREET, 157 YARDS SOUTHWEST OF MILE POST
 FF0470'4, IN THE TOP OF THE NORTHWEST END OF BRIDGE SEAT OF THE SOUTHWEST
 FF0470'CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. L 4-1 OVER NONCONNAH
 FF0470'CREEK, 14 FEET NORTHWEST OF NORTHWEST RAIL AND ABOUT 5 1/2 FEET
 FF0470'BELOW LEVEL OF TRACK.
 FF0470
 FF0470                          STATION RECOVERY (1976)
 FF0470
 FF0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0470'RECOVERED IN GOOD CONDITION.
 FF0470
 FF0470                          STATION RECOVERY (1990)
 FF0470
 FF0470'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0470'RECOVERED IN GOOD CONDITION.
 FF0470
 FF0470                          STATION RECOVERY (1994)
 FF0470
 FF0470'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1657 ***********************************************************************
 GB1657  DESIGNATION -  A 81
 GB1657  PID         -  GB1657
 GB1657  STATE/COUNTY-  TN/OVERTON
 GB1657  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1657
 GB1657                         *CURRENT SURVEY CONTROL
 GB1657  ___________________________________________________________________
 GB1657* NAD 83(1986)-  36 14 57.     (N)    085 22 59.     (W)     SCALED    
 GB1657* NAVD 88     -       303.840  (meters)     996.85   (feet)  ADJUSTED  
 GB1657  ___________________________________________________________________
 GB1657  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GB1657  DYNAMIC HT  -         303.567 (meters)     995.95  (feet)  COMP
 GB1657  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 GB1657
 GB1657  VERT ORDER  -  SECOND    CLASS 0
 GB1657
 GB1657.The horizontal coordinates were scaled from a topographic map and have
 GB1657.an estimated accuracy of +/- 6 seconds.
 GB1657
 GB1657.The orthometric height was determined by differential leveling
 GB1657.and adjusted by the National Geodetic Survey in June 1991..
 GB1657
 GB1657.The geoid height was determined by GEOID03.
 GB1657
 GB1657.The dynamic height is computed by dividing the NAVD 88
 GB1657.geopotential number by the normal gravity value computed on the
 GB1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1657.degrees latitude (g = 980.6199 gals.).
 GB1657
 GB1657.The modeled gravity was interpolated from observed gravity values.
 GB1657
 GB1657;                    North         East    Units  Estimated Accuracy
 GB1657;SPC TN       -   212,740.      655,450.      MT  (+/- 180 meters Scaled)
 GB1657
 GB1657                          SUPERSEDED SURVEY CONTROL
 GB1657
 GB1657  NGVD 29 (??/??/92)  303.925  (m)          997.13   (f) ADJ UNCH    2 0
 GB1657
 GB1657.Superseded values are not recommended for survey control.
 GB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1657.See file dsdata.txt to determine how the superseded data were derived.
 GB1657
 GB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF452127(NAD 83)
 GB1657_MARKER: DB = BENCH MARK DISK
 GB1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1657_STAMPING: A 81 1935
 GB1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1657+STABILITY: SURFACE MOTION
 GB1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB1657+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 GB1657
 GB1657  HISTORY     - Date     Condition        Report By
 GB1657  HISTORY     - 1935     MONUMENTED       CGS
 GB1657  HISTORY     - 1950     GOOD             NGS
 GB1657  HISTORY     - 1974     GOOD             TVA
 GB1657  HISTORY     - 20021121 GOOD             TNDT
 GB1657  HISTORY     - 20060911 POOR             TVA
 GB1657
 GB1657                          STATION DESCRIPTION
 GB1657
 GB1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1657'5.3 MI N FROM ALGOOD.
 GB1657'IN OVERTON COUNTY, ABOUT 5.3 MILES NORTH ALONG STATE HIGHWAY 42
 GB1657'FROM ALGOOD, PUTNAM COUNTY, ABOUT 100 YARDS SOUTH OF THE MAINARD
 GB1657'SERVICE STATION AND GENERAL STORE, 23 FEET EAST OF THE CENTERLINE
 GB1657'OF THE HIGHWAY, 1.5 FEET WEST OF A FENCE CORNER, AND ABOUT 0.5
 GB1657'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 81 1935
 GB1657'AND SET IN THE TOP OF A CONCRETE POST.
 GB1657
 GB1657                          STATION RECOVERY (1974)
 GB1657
 GB1657'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 GB1657'MONUMENT SET ON SOUTH EAST SIDE OF HIGHWAY NO. 42 AT CROSS ROADS 25
 GB1657'FT. S40E FROM INT. HIGHWAY AND X ROAD AT NETHERLAND CHURCH REF. -
 GB1657'125.75 N50W TO SOUTH COR. CHURCH 119.8 N60E TO 26 IN. OAK 8.0 N85E TO
 GB1657'POWER POLE AT FENCE COR.
 GB1657
 GB1657                          STATION RECOVERY (2002)
 GB1657
 GB1657'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1657'STATION IS IN RICKMAN AT THE CORNER OF OLD HIGHWAY 42 AND NETHERLAND
 GB1657'ROAD.
 GB1657
 GB1657                          STATION RECOVERY (2006)
 GB1657
 GB1657'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1657'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1994 ***********************************************************************
 GB1994  DESIGNATION -  A 82 RESET
 GB1994  PID         -  GB1994
 GB1994  STATE/COUNTY-  TN/CLAY
 GB1994  USGS QUAD   -  CELINA (1981)
 GB1994
 GB1994                         *CURRENT SURVEY CONTROL
 GB1994  ___________________________________________________________________
 GB1994* NAD 83(1986)-  36 33 01.     (N)    085 30 23.     (W)     SCALED    
 GB1994* NAVD 88     -       171.098  (meters)     561.34   (feet)  ADJUSTED  
 GB1994  ___________________________________________________________________
 GB1994  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1994  DYNAMIC HT  -         170.953 (meters)     560.87  (feet)  COMP
 GB1994  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GB1994
 GB1994  VERT ORDER  -  SECOND    CLASS 0
 GB1994
 GB1994.The horizontal coordinates were scaled from a topographic map and have
 GB1994.an estimated accuracy of +/- 6 seconds.
 GB1994
 GB1994.The orthometric height was determined by differential leveling
 GB1994.and adjusted by the National Geodetic Survey in June 1991..
 GB1994
 GB1994.The geoid height was determined by GEOID03.
 GB1994
 GB1994.The dynamic height is computed by dividing the NAVD 88
 GB1994.geopotential number by the normal gravity value computed on the
 GB1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1994.degrees latitude (g = 980.6199 gals.).
 GB1994
 GB1994.The modeled gravity was interpolated from observed gravity values.
 GB1994
 GB1994;                    North         East    Units  Estimated Accuracy
 GB1994;SPC TN       -   246,090.      644,200.      MT  (+/- 180 meters Scaled)
 GB1994
 GB1994                          SUPERSEDED SURVEY CONTROL
 GB1994
 GB1994  NGVD 29 (??/??/92)  171.213  (m)          561.72   (f) ADJ UNCH    2 0
 GB1994
 GB1994.Superseded values are not recommended for survey control.
 GB1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1994.See file dsdata.txt to determine how the superseded data were derived.
 GB1994
 GB1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF336460(NAD 83)
 GB1994_MARKER: DB = BENCH MARK DISK
 GB1994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1994_SP_SET: FOUNDATION
 GB1994_STAMPING: A 82 RESET 1951
 GB1994_MARK LOGO: CGS   
 GB1994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1994
 GB1994  HISTORY     - Date     Condition        Report By
 GB1994  HISTORY     - 1951     MONUMENTED       CGS
 GB1994  HISTORY     - 1966     GOOD             NGS
 GB1994
 GB1994                          STATION DESCRIPTION
 GB1994
 GB1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1994'AT CELINA.
 GB1994'AT CELINA, SET VERTICALLY IN THE WEST FACE OF CONCRETE FOUNDATION
 GB1994'OF COURT HOUSE BUILDING, 15 FEET NORTH OF SOUTHWEST CORNER OF
 GB1994'BUILDING, 6 FEET NORTH OF CENTER OF WEST ENTRANCE TO BUILDING
 GB1994'AND ABOUT 1 FOOT ABOVE GROUND.
 GB1994
 GB1994                          STATION RECOVERY (1966)
 GB1994
 GB1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0993 ***********************************************************************
 FC0993  DESIGNATION -  A 85
 FC0993  PID         -  FC0993
 FC0993  STATE/COUNTY-  TN/CUMBERLAND
 FC0993  USGS QUAD   -  CROSSVILLE (1982)
 FC0993
 FC0993                         *CURRENT SURVEY CONTROL
 FC0993  ___________________________________________________________________
 FC0993* NAD 83(1986)-  35 58 32.     (N)    085 02 38.     (W)     SCALED    
 FC0993* NAVD 88     -       536.508  (meters)    1760.19   (feet)  ADJUSTED  
 FC0993  ___________________________________________________________________
 FC0993  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FC0993  DYNAMIC HT  -         536.010 (meters)    1758.56  (feet)  COMP
 FC0993  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 FC0993
 FC0993  VERT ORDER  -  SECOND    CLASS 0
 FC0993
 FC0993.The horizontal coordinates were scaled from a topographic map and have
 FC0993.an estimated accuracy of +/- 6 seconds.
 FC0993
 FC0993.The orthometric height was determined by differential leveling
 FC0993.and adjusted by the National Geodetic Survey in June 1991..
 FC0993
 FC0993.The geoid height was determined by GEOID03.
 FC0993
 FC0993.The dynamic height is computed by dividing the NAVD 88
 FC0993.geopotential number by the normal gravity value computed on the
 FC0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0993.degrees latitude (g = 980.6199 gals.).
 FC0993
 FC0993.The modeled gravity was interpolated from observed gravity values.
 FC0993
 FC0993;                    North         East    Units  Estimated Accuracy
 FC0993;SPC TN       -   182,620.      686,230.      MT  (+/- 180 meters Scaled)
 FC0993
 FC0993                          SUPERSEDED SURVEY CONTROL
 FC0993
 FC0993  NGVD 29 (??/??/92)  536.565  (m)         1760.38   (f) ADJ UNCH    2 0
 FC0993
 FC0993.Superseded values are not recommended for survey control.
 FC0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0993.See file dsdata.txt to determine how the superseded data were derived.
 FC0993
 FC0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE763830(NAD 83)
 FC0993_MARKER: DB = BENCH MARK DISK
 FC0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0993_STAMPING: A 85 1935
 FC0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0993+STABILITY: SURFACE MOTION
 FC0993
 FC0993  HISTORY     - Date     Condition        Report By
 FC0993  HISTORY     - 1935     MONUMENTED       CGS
 FC0993  HISTORY     - 1979     MARK NOT FOUND   TVA
 FC0993
 FC0993                          STATION DESCRIPTION
 FC0993
 FC0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FC0993'2.1 MI NW FROM CROSSVILLE.
 FC0993'2.1 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 FC0993'STATION AT CROSSVILLE, CUMBERLAND COUNTY, 35 YARDS SOUTHWEST
 FC0993'OF A SIGNAL POST, 42 FEET WEST OF THE WEST RAIL, 16 FEET SOUTH
 FC0993'OF A POLE, 6 FEET EAST OF A FENCE, AND ABOUT 3 FEET HIGHER THAN
 FC0993'THE RAIL.  A STANDARD DISK, STAMPED A 85 1935 AND SET IN THE TOP
 FC0993'OF A CONCRETE POST.
 FC0993
 FC0993                          STATION RECOVERY (1979)
 FC0993
 FC0993'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 FC0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0017 ***********************************************************************
 GC0017  DESIGNATION -  A 86
 GC0017  PID         -  GC0017
 GC0017  STATE/COUNTY-  TN/SUMNER
 GC0017  USGS QUAD   -  WESTMORELAND (1979)
 GC0017
 GC0017                         *CURRENT SURVEY CONTROL
 GC0017  ___________________________________________________________________
 GC0017* NAD 83(1986)-  36 33 43.     (N)    086 14 50.     (W)     SCALED    
 GC0017* NAVD 88     -       277.528  (meters)     910.52   (feet)  ADJUSTED  
 GC0017  ___________________________________________________________________
 GC0017  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0017  DYNAMIC HT  -         277.302 (meters)     909.78  (feet)  COMP
 GC0017  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GC0017
 GC0017  VERT ORDER  -  SECOND    CLASS 0
 GC0017
 GC0017.The horizontal coordinates were scaled from a topographic map and have
 GC0017.an estimated accuracy of +/- 6 seconds.
 GC0017
 GC0017.The orthometric height was determined by differential leveling
 GC0017.and adjusted by the National Geodetic Survey in June 1991..
 GC0017
 GC0017.The geoid height was determined by GEOID03.
 GC0017
 GC0017.The dynamic height is computed by dividing the NAVD 88
 GC0017.geopotential number by the normal gravity value computed on the
 GC0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0017.degrees latitude (g = 980.6199 gals.).
 GC0017
 GC0017.The modeled gravity was interpolated from observed gravity values.
 GC0017
 GC0017;                    North         East    Units  Estimated Accuracy
 GC0017;SPC TN       -   247,300.      577,870.      MT  (+/- 180 meters Scaled)
 GC0017
 GC0017                          SUPERSEDED SURVEY CONTROL
 GC0017
 GC0017  NGVD 29 (??/??/92)  277.624  (m)          910.84   (f) ADJ UNCH    2 0
 GC0017
 GC0017.Superseded values are not recommended for survey control.
 GC0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0017.See file dsdata.txt to determine how the superseded data were derived.
 GC0017
 GC0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF673465(NAD 83)
 GC0017_MARKER: DB = BENCH MARK DISK
 GC0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0017_STAMPING: A 86 1935
 GC0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0017+STABILITY: SURFACE MOTION
 GC0017
 GC0017  HISTORY     - Date     Condition        Report By
 GC0017  HISTORY     - 1935     MONUMENTED       CGS
 GC0017  HISTORY     - 1961     GOOD             NGS
 GC0017
 GC0017                          STATION DESCRIPTION
 GC0017
 GC0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0017'AT WESTMORELAND.
 GC0017'AT WESTMORELAND, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0017'RAILROAD, 33 YARDS SOUTH OF THE SOUTH END OF THE STATION, AT THE
 GC0017'CROSSING OF STATE HIGHWAY 52, 28 FEET SOUTH OF THE CENTERLINE OF
 GC0017'STATE HIGHWAY 52, 9.5 FEET WEST OF THE WEST RAIL OF A SIDETRACK,
 GC0017'8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND LEVEL WITH THE
 GC0017'BASE OF THE RAIL.  A STANDARD DISK, STAMPED A 86 1935 AND SET IN
 GC0017'THE TOP OF A CONCRETE POST.
 GC0017
 GC0017                          STATION RECOVERY (1961)
 GC0017
 GC0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0446 ***********************************************************************
 GC0446  DESIGNATION -  A 87
 GC0446  PID         -  GC0446
 GC0446  STATE/COUNTY-  TN/DAVIDSON
 GC0446  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0446
 GC0446                         *CURRENT SURVEY CONTROL
 GC0446  ___________________________________________________________________
 GC0446* NAD 83(1986)-  36 09 28.     (N)    086 47 06.     (W)     SCALED    
 GC0446* NAVD 88     -       140.445  (meters)     460.78   (feet)  ADJUSTED  
 GC0446  ___________________________________________________________________
 GC0446  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0446  DYNAMIC HT  -         140.325 (meters)     460.38  (feet)  COMP
 GC0446  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 GC0446
 GC0446  VERT ORDER  -  FIRST     CLASS II
 GC0446
 GC0446.The horizontal coordinates were scaled from a topographic map and have
 GC0446.an estimated accuracy of +/- 6 seconds.
 GC0446
 GC0446.The orthometric height was determined by differential leveling
 GC0446.and adjusted by the National Geodetic Survey in June 1991..
 GC0446
 GC0446.The geoid height was determined by GEOID03.
 GC0446
 GC0446.The dynamic height is computed by dividing the NAVD 88
 GC0446.geopotential number by the normal gravity value computed on the
 GC0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0446.degrees latitude (g = 980.6199 gals.).
 GC0446
 GC0446.The modeled gravity was interpolated from observed gravity values.
 GC0446
 GC0446;                    North         East    Units  Estimated Accuracy
 GC0446;SPC TN       -   202,710.      529,370.      MT  (+/- 180 meters Scaled)
 GC0446
 GC0446                          SUPERSEDED SURVEY CONTROL
 GC0446
 GC0446  NGVD 29 (??/??/92)  140.470  (m)          460.86   (f) ADJ UNCH    1 2
 GC0446
 GC0446.Superseded values are not recommended for survey control.
 GC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0446.See file dsdata.txt to determine how the superseded data were derived.
 GC0446
 GC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF193014(NAD 83)
 GC0446_MARKER: DB = BENCH MARK DISK
 GC0446_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GC0446_MARK LOGO: CGS   
 GC0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0446+STABILITY: POSITION/ELEVATION WELL
 GC0446
 GC0446  HISTORY     - Date     Condition        Report By
 GC0446  HISTORY     - UNK      MONUMENTED       CGS
 GC0446  HISTORY     - 1949     GOOD             NGS
 GC0446  HISTORY     - 1984     GOOD             NGS
 GC0446
 GC0446                          STATION DESCRIPTION
 GC0446
 GC0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0446'AT NASHVILLE.
 GC0446'AT NASHVILLE, DAVIDSON COUNTY, AT THE NORTHWEST CORNER OF THE UNION
 GC0446'STATION, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST PILLAR
 GC0446'OF THE ARCHWAYS, 3 FEET EAST OF THE NORTHWEST CORNER OF THE PILLAR
 GC0446'AND 4.5 FEET ABOVE THE GROUND.
 GC0446
 GC0446                          STATION RECOVERY (1984)
 GC0446
 GC0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0446'RECOVERED IN GOOD CONDITION.  NOTE, THE STAMPING ON THE DISK WAS ONLY
 GC0446'PARTIALLY READABLE DUE TO THE DISTANCE FROM THE MARK AT WHICH THE DISK
 GC0446'HAD TO BE READ THRU A SECURITY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0072 ***********************************************************************
 GC0072  DESIGNATION -  A 88
 GC0072  PID         -  GC0072
 GC0072  STATE/COUNTY-  TN/SUMNER
 GC0072  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC0072
 GC0072                         *CURRENT SURVEY CONTROL
 GC0072  ___________________________________________________________________
 GC0072* NAD 83(1986)-  36 30 12.     (N)    086 28 17.     (W)     SCALED    
 GC0072* NAVD 88     -       234.447  (meters)     769.18   (feet)  ADJUSTED  
 GC0072  ___________________________________________________________________
 GC0072  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0072  DYNAMIC HT  -         234.256 (meters)     768.55  (feet)  COMP
 GC0072  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 GC0072
 GC0072  VERT ORDER  -  SECOND    CLASS 0
 GC0072
 GC0072.The horizontal coordinates were scaled from a topographic map and have
 GC0072.an estimated accuracy of +/- 6 seconds.
 GC0072
 GC0072.The orthometric height was determined by differential leveling
 GC0072.and adjusted by the National Geodetic Survey in June 1991..
 GC0072
 GC0072.The geoid height was determined by GEOID03.
 GC0072
 GC0072.The dynamic height is computed by dividing the NAVD 88
 GC0072.geopotential number by the normal gravity value computed on the
 GC0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0072.degrees latitude (g = 980.6199 gals.).
 GC0072
 GC0072.The modeled gravity was interpolated from observed gravity values.
 GC0072
 GC0072;                    North         East    Units  Estimated Accuracy
 GC0072;SPC TN       -   240,870.      557,770.      MT  (+/- 180 meters Scaled)
 GC0072
 GC0072                          SUPERSEDED SURVEY CONTROL
 GC0072
 GC0072  NGVD 29 (??/??/92)  234.533  (m)          769.46   (f) ADJ UNCH    2 0
 GC0072
 GC0072.Superseded values are not recommended for survey control.
 GC0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0072.See file dsdata.txt to determine how the superseded data were derived.
 GC0072
 GC0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF473399(NAD 83)
 GC0072_MARKER: DB = BENCH MARK DISK
 GC0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0072_STAMPING: A 88 1935
 GC0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0072+STABILITY: SURFACE MOTION
 GC0072
 GC0072  HISTORY     - Date     Condition        Report By
 GC0072  HISTORY     - 1935     MONUMENTED       CGS
 GC0072  HISTORY     - 1950     MARK NOT FOUND   USGS
 GC0072
 GC0072                          STATION DESCRIPTION
 GC0072
 GC0072'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GC0072'1.6 MI N FROM SOUTH TUNNEL.
 GC0072'1.6 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0072'THE STATION AT SOUTH TUNNEL, SUMNER COUNTY, 182 YARDS NORTH OF
 GC0072'SEMAPHORE 1502, AT A DIRT-ROAD CROSSING, 29 FEET SOUTH OF THE
 GC0072'CENTERLINE OF THE DIRT-ROAD, 28 FEET WEST OF THE WEST RAIL, AND
 GC0072'ABOUT 2 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK,
 GC0072'STAMPED A 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1615 ***********************************************************************
 FE1615  DESIGNATION -  A 89
 FE1615  PID         -  FE1615
 FE1615  STATE/COUNTY-  TN/LAUDERDALE
 FE1615  USGS QUAD   -  FORT PILLOW (1972)
 FE1615
 FE1615                         *CURRENT SURVEY CONTROL
 FE1615  ___________________________________________________________________
 FE1615* NAD 83(1986)-  35 42 14.     (N)    089 43 45.     (W)     SCALED    
 FE1615* NAVD 88     -        73.935  (meters)     242.57   (feet)  ADJUSTED  
 FE1615  ___________________________________________________________________
 FE1615  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE1615  DYNAMIC HT  -          73.873 (meters)     242.37  (feet)  COMP
 FE1615  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 FE1615
 FE1615  VERT ORDER  -  FIRST     CLASS II
 FE1615
 FE1615.The horizontal coordinates were scaled from a topographic map and have
 FE1615.an estimated accuracy of +/- 6 seconds.
 FE1615
 FE1615.The orthometric height was determined by differential leveling
 FE1615.and adjusted by the National Geodetic Survey in June 1991..
 FE1615
 FE1615.The geoid height was determined by GEOID03.
 FE1615
 FE1615.The dynamic height is computed by dividing the NAVD 88
 FE1615.geopotential number by the normal gravity value computed on the
 FE1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1615.degrees latitude (g = 980.6199 gals.).
 FE1615
 FE1615.The modeled gravity was interpolated from observed gravity values.
 FE1615
 FE1615;                    North         East    Units  Estimated Accuracy
 FE1615;SPC TN       -   158,490.      262,610.      MT  (+/- 180 meters Scaled)
 FE1615
 FE1615                          SUPERSEDED SURVEY CONTROL
 FE1615
 FE1615  NGVD 29 (??/??/??)   73.897  (m)          242.44   (f) ADJUSTED    1 2
 FE1615
 FE1615.Superseded values are not recommended for survey control.
 FE1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1615.See file dsdata.txt to determine how the superseded data were derived.
 FE1615
 FE1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE530545(NAD 83)
 FE1615_MARKER: DB = BENCH MARK DISK
 FE1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1615_STAMPING: A 89 1957
 FE1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1615+STABILITY: SURFACE MOTION
 FE1615
 FE1615  HISTORY     - Date     Condition        Report By
 FE1615  HISTORY     - 1957     MONUMENTED       CGS
 FE1615  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1615
 FE1615                          STATION DESCRIPTION
 FE1615
 FE1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1615'2.1 MI W FROM THREE POINT.
 FE1615'2.1 MILES WEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF STATE
 FE1615'HIGHWAY 87 AT THREE POINT, 1.05 MILE WEST OF THE BRIDGE OVER COLD
 FE1615'CREEK, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET
 FE1615'NORTH-NORTHWEST OF THE NORTH END OF A 24-INCH METAL PIPE CULVERT
 FE1615'UNDER THE ROAD, 15 FEET EAST OF THE CENTER LINE OF A DIM FIELD
 FE1615'ROAD LEADING NORTH, 5 FEET SOUTH OF A DOUBLE BODIED 10-INCH
 FE1615'PECAN TREE NEAR THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 2
 FE1615'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 FE1615'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1615'PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1615
 FE1615                          STATION RECOVERY (2002)
 FE1615
 FE1615'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0484 ***********************************************************************
 FD0484  DESIGNATION -  A 9
 FD0484  PID         -  FD0484
 FD0484  STATE/COUNTY-  TN/WILLIAMSON
 FD0484  USGS QUAD   -  FRANKLIN (1981)
 FD0484
 FD0484                         *CURRENT SURVEY CONTROL
 FD0484  ___________________________________________________________________
 FD0484* NAD 83(1986)-  35 57 20.     (N)    086 49 56.     (W)     SCALED    
 FD0484* NAVD 88     -       212.927  (meters)     698.58   (feet)  POSTED    
 FD0484  ___________________________________________________________________
 FD0484  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0484  DYNAMIC HT  -         212.740 (meters)     697.96  (feet)  COMP
 FD0484  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 FD0484
 FD0484  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FD0484
 FD0484.The horizontal coordinates were scaled from a topographic map and have
 FD0484.an estimated accuracy of +/- 6 seconds.
 FD0484
 FD0484.The orthometric height was determined by differential leveling
 FD0484.and adjusted by the National Geodetic Survey in 1992..
 FD0484.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FD0484.rate of 1.1 thru 2.0 mm/km.
 FD0484
 FD0484.The geoid height was determined by GEOID03.
 FD0484
 FD0484.The dynamic height is computed by dividing the NAVD 88
 FD0484.geopotential number by the normal gravity value computed on the
 FD0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0484.degrees latitude (g = 980.6199 gals.).
 FD0484
 FD0484.The modeled gravity was interpolated from observed gravity values.
 FD0484
 FD0484;                    North         East    Units  Estimated Accuracy
 FD0484;SPC TN       -   180,300.      524,930.      MT  (+/- 180 meters Scaled)
 FD0484
 FD0484                          SUPERSEDED SURVEY CONTROL
 FD0484
 FD0484  NGVD 29 (??/??/92)  212.914  (m)          698.54   (f) ADJ UNCH    1 2
 FD0484
 FD0484.Superseded values are not recommended for survey control.
 FD0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0484.See file dsdata.txt to determine how the superseded data were derived.
 FD0484
 FD0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE151790(NAD 83)
 FD0484_MARKER: DB = BENCH MARK DISK
 FD0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0484_STAMPING: 698.837 A 9 1931
 FD0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0484+STABILITY: SURFACE MOTION
 FD0484
 FD0484  HISTORY     - Date     Condition        Report By
 FD0484  HISTORY     - 1931     MONUMENTED       CGS
 FD0484  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0484
 FD0484                          STATION DESCRIPTION
 FD0484
 FD0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FD0484'3.2 MI N FROM FRANKLIN.
 FD0484'3.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0484'THE STATION AT FRANKLIN, WILLIAMSON COUNTY, 17-1/2 RAILS SOUTH
 FD0484'OF MILEPOST 202, 100 FEET SOUTH OF THE CENTERLINE OF A ROAD
 FD0484'CROSSING, 41 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 FD0484'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 698.837
 FD0484'A 9 1931 AND SET IN THE TOP OF A CONCRETE POST.
 FD0484
 FD0484                          STATION RECOVERY (1984)
 FD0484
 FD0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0484'NOT RECOVERED.  POSSIBLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1328 ***********************************************************************
 FE1328  DESIGNATION -  A 90
 FE1328  PID         -  FE1328
 FE1328  STATE/COUNTY-  TN/TIPTON
 FE1328  USGS QUAD   -  DRUMMONDS (1983)
 FE1328
 FE1328                         *CURRENT SURVEY CONTROL
 FE1328  ___________________________________________________________________
 FE1328* NAD 83(1986)-  35 29 14.     (N)    089 59 04.     (W)     SCALED    
 FE1328* NAVD 88     -        71.820  (meters)     235.63   (feet)  ADJUSTED  
 FE1328  ___________________________________________________________________
 FE1328  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE1328  DYNAMIC HT  -          71.757 (meters)     235.42  (feet)  COMP
 FE1328  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 FE1328
 FE1328  VERT ORDER  -  FIRST     CLASS II
 FE1328
 FE1328.The horizontal coordinates were scaled from a topographic map and have
 FE1328.an estimated accuracy of +/- 6 seconds.
 FE1328
 FE1328.The orthometric height was determined by differential leveling
 FE1328.and adjusted by the National Geodetic Survey in June 1991..
 FE1328
 FE1328.The geoid height was determined by GEOID03.
 FE1328
 FE1328.The dynamic height is computed by dividing the NAVD 88
 FE1328.geopotential number by the normal gravity value computed on the
 FE1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1328.degrees latitude (g = 980.6199 gals.).
 FE1328
 FE1328.The modeled gravity was interpolated from observed gravity values.
 FE1328
 FE1328;                    North         East    Units  Estimated Accuracy
 FE1328;SPC TN       -   135,380.      238,550.      MT  (+/- 180 meters Scaled)
 FE1328
 FE1328                          SUPERSEDED SURVEY CONTROL
 FE1328
 FE1328  NGVD 29 (??/??/??)   71.790  (m)          235.53   (f) ADJUSTED    1 2
 FE1328
 FE1328.Superseded values are not recommended for survey control.
 FE1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1328.See file dsdata.txt to determine how the superseded data were derived.
 FE1328
 FE1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE292311(NAD 83)
 FE1328_MARKER: DB = BENCH MARK DISK
 FE1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1328_STAMPING: A 90 1957
 FE1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1328+STABILITY: SURFACE MOTION
 FE1328
 FE1328  HISTORY     - Date     Condition        Report By
 FE1328  HISTORY     - 1957     MONUMENTED       CGS
 FE1328  HISTORY     - 20020412 MARK NOT FOUND   USACE
 FE1328
 FE1328                          STATION DESCRIPTION
 FE1328
 FE1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1328'9 MI SW FROM RANDOLPH.
 FE1328'ABOUT 0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH
 FE1328'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG
 FE1328'A GRAVEL ROAD, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 59,
 FE1328'THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES
 FE1328'NORTH-NORTHWEST ALONG A GRAVEL ROAD, THENCE 2.15 MILES
 FE1328'SOUTH-SOUTHWEST ALONG A DIRT FARM ROAD, ABOUT 0.3 MILE SOUTH OF
 FE1328'A HOME SITE ON THE EAST SIDE OF THE ROAD, NEAR THE EAST END OF
 FE1328'A ROW OF EAST-WEST TREES, ABOUT 0.45 MILE NORTH OF A RIGHT
 FE1328'ANGLE TURN IN THE FARM ROAD, 35 FEET WEST OF THE CENTER LINE OF
 FE1328'THE ROAD, 8 FEET EAST OF A BLAZED 16 INCH THORN TREE, 2 FEET
 FE1328'NORTH O A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE LEVEL OF
 FE1328'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 FE1328'INCHES ABOVE THE GROUND.
 FE1328
 FE1328                          STATION RECOVERY (2002)
 FE1328
 FE1328'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1328'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0277 ***********************************************************************
 FF0277  DESIGNATION -  A 91
 FF0277  PID         -  FF0277
 FF0277  STATE/COUNTY-  TN/SHELBY
 FF0277  USGS QUAD   -  PECAN POINT (1970)
 FF0277
 FF0277                         *CURRENT SURVEY CONTROL
 FF0277  ___________________________________________________________________
 FF0277* NAD 83(1986)-  35 22 52.     (N)    090 02 12.     (W)     SCALED    
 FF0277* NAVD 88     -        69.395  (meters)     227.67   (feet)  ADJUSTED  
 FF0277  ___________________________________________________________________
 FF0277  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FF0277  DYNAMIC HT  -          69.334 (meters)     227.47  (feet)  COMP
 FF0277  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 FF0277
 FF0277  VERT ORDER  -  FIRST     CLASS II
 FF0277
 FF0277.The horizontal coordinates were scaled from a topographic map and have
 FF0277.an estimated accuracy of +/- 6 seconds.
 FF0277
 FF0277.The orthometric height was determined by differential leveling
 FF0277.and adjusted by the National Geodetic Survey in June 1991..
 FF0277
 FF0277.The geoid height was determined by GEOID03.
 FF0277
 FF0277.The dynamic height is computed by dividing the NAVD 88
 FF0277.geopotential number by the normal gravity value computed on the
 FF0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0277.degrees latitude (g = 980.6199 gals.).
 FF0277
 FF0277.The modeled gravity was interpolated from observed gravity values.
 FF0277
 FF0277;                    North         East    Units  Estimated Accuracy
 FF0277;SPC TN       -   123,810.      233,330.      MT  (+/- 180 meters Scaled)
 FF0277
 FF0277                          SUPERSEDED SURVEY CONTROL
 FF0277
 FF0277  NGVD 29 (??/??/??)   69.362  (m)          227.57   (f) ADJUSTED    1 2
 FF0277
 FF0277.Superseded values are not recommended for survey control.
 FF0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0277.See file dsdata.txt to determine how the superseded data were derived.
 FF0277
 FF0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV691193(NAD 83)
 FF0277_MARKER: DB = BENCH MARK DISK
 FF0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0277_STAMPING: A 91 1957
 FF0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0277+STABILITY: SURFACE MOTION
 FF0277
 FF0277  HISTORY     - Date     Condition        Report By
 FF0277  HISTORY     - 1957     MONUMENTED       CGS
 FF0277
 FF0277                          STATION DESCRIPTION
 FF0277
 FF0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0277'7.6 MI NW FROM LOCKE.
 FF0277'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD THE E.E. JETER
 FF0277'SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL ROAD,
 FF0277'THENCE 1.8 MILES NORTH-NORTHEAST ALONG A DIRT FARM ROAD, THENCE
 FF0277'2.05 MILES NORTHEAST ALONG A BLACK TOP ROAD, THENCE 0.8 MILE
 FF0277'NORTH AND WEST ALONG A DIRT FARM ROAD, THENCE 0.4 MILE NORTHWEST
 FF0277'ALONG A DIRT FARM ROAD, NEAR THE NORTHWEST CORNER OF A CULTIVATED
 FF0277'FIELD, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD
 FF0277'LEADING WEST-NORTHWEST, 34 FEET SOUTHWEST OF THE CENTER OF THE
 FF0277'JUNCTION OF FARM ROAD LEADING NORTHWEST AND FARM ROAD LEADING
 FF0277'WEST-NORTHWEST, 9 FEET EAST-NORTHEAST OF A BLAZED 14 INCH PECAN
 FF0277'TREE, 10 FEET SOUTHWEST OF A BLAZED 12 INCH ELM TREE, 90 FEET
 FF0277'SOUTHEAST OF THE EAST CORNER OF A PLOWED FIELD, 2 FEET SOUTHEAST
 FF0277'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 FF0277'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FF0277'NOTE-- ABOUT 10.05 MILES SOUTHEAST OF DIXONVILLE, TIPTON COUNTY,
 FF0277'TENNESSEE.  ALSO ABOUT 0.9 MILE SOUTH AND SOUTHEAST OF BENCH
 FF0277'MARK 12-32 (USE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1573 ***********************************************************************
 FE1573  DESIGNATION -  A 92
 FE1573  PID         -  FE1573
 FE1573  STATE/COUNTY-  TN/LAUDERDALE
 FE1573  USGS QUAD   -  OPEN LAKE (1983)
 FE1573
 FE1573                         *CURRENT SURVEY CONTROL
 FE1573  ___________________________________________________________________
 FE1573* NAD 83(1986)-  35 47 39.     (N)    089 37 40.     (W)     SCALED    
 FE1573* NAVD 88     -        80.216  (meters)     263.18   (feet)  ADJUSTED  
 FE1573  ___________________________________________________________________
 FE1573  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1573  DYNAMIC HT  -          80.148 (meters)     262.95  (feet)  COMP
 FE1573  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 FE1573
 FE1573  VERT ORDER  -  FIRST     CLASS II
 FE1573
 FE1573.The horizontal coordinates were scaled from a topographic map and have
 FE1573.an estimated accuracy of +/- 6 seconds.
 FE1573
 FE1573.The orthometric height was determined by differential leveling
 FE1573.and adjusted by the National Geodetic Survey in June 1991..
 FE1573
 FE1573.The geoid height was determined by GEOID03.
 FE1573
 FE1573.The dynamic height is computed by dividing the NAVD 88
 FE1573.geopotential number by the normal gravity value computed on the
 FE1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1573.degrees latitude (g = 980.6199 gals.).
 FE1573
 FE1573.The modeled gravity was interpolated from observed gravity values.
 FE1573
 FE1573;                    North         East    Units  Estimated Accuracy
 FE1573;SPC TN       -   168,160.      272,150.      MT  (+/- 180 meters Scaled)
 FE1573
 FE1573                          SUPERSEDED SURVEY CONTROL
 FE1573
 FE1573  NGVD 29 (??/??/??)   80.174  (m)          263.04   (f) ADJUSTED    1 2
 FE1573
 FE1573.Superseded values are not recommended for survey control.
 FE1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1573.See file dsdata.txt to determine how the superseded data were derived.
 FE1573
 FE1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE625643(NAD 83)
 FE1573_MARKER: DB = BENCH MARK DISK
 FE1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1573_STAMPING: A 92 1957
 FE1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1573+STABILITY: SURFACE MOTION
 FE1573
 FE1573  HISTORY     - Date     Condition        Report By
 FE1573  HISTORY     - 1957     MONUMENTED       CGS
 FE1573  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1573
 FE1573                          STATION DESCRIPTION
 FE1573
 FE1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1573'3.5 MI NW FROM ARP.
 FE1573'1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1573'ELEMENTARY SCHOOL AT ARP, THENCE 2.0 MILES NORTHWEST ALONG THE
 FE1573'GRAVEL ROAD LEADING TO BARR, 26 FEET WEST OF THE CENTER LINE OF
 FE1573'THE ROAD, 97 FEET NORTH OF A WELL PUMP, 21 3/4 FEET NORTH OF THE
 FE1573'NORTHEAST CORNER OF A TENANT HOUSE, 12 FEET NORTHEAST OF THE
 FE1573'CENTER OF THE TOP OF A CISTERN, 6 FEET WEST OF A FENCE CORNER,
 FE1573'1 FOOT NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 FE1573'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 FE1573'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 FE1573
 FE1573                          STATION RECOVERY (2002)
 FE1573
 FE1573'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1573'SUSPECTED DESTROYED. ALL REFERENCES GONE. AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1377 ***********************************************************************
 FE1377  DESIGNATION -  A 93
 FE1377  PID         -  FE1377
 FE1377  STATE/COUNTY-  TN/SHELBY
 FE1377  USGS QUAD   -  MUNFORD (1983)
 FE1377
 FE1377                         *CURRENT SURVEY CONTROL
 FE1377  ___________________________________________________________________
 FE1377* NAD 83(1986)-  35 22 39.     (N)    089 51 44.     (W)     SCALED    
 FE1377* NAVD 88     -       102.620  (meters)     336.68   (feet)  ADJUSTED  
 FE1377  ___________________________________________________________________
 FE1377  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE1377  DYNAMIC HT  -         102.530 (meters)     336.38  (feet)  COMP
 FE1377  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 FE1377
 FE1377  VERT ORDER  -  FIRST     CLASS I
 FE1377
 FE1377.The horizontal coordinates were scaled from a topographic map and have
 FE1377.an estimated accuracy of +/- 6 seconds.
 FE1377
 FE1377.The orthometric height was determined by differential leveling
 FE1377.and adjusted by the National Geodetic Survey in June 1991..
 FE1377
 FE1377.The geoid height was determined by GEOID03.
 FE1377
 FE1377.The dynamic height is computed by dividing the NAVD 88
 FE1377.geopotential number by the normal gravity value computed on the
 FE1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1377.degrees latitude (g = 980.6199 gals.).
 FE1377
 FE1377.The modeled gravity was interpolated from observed gravity values.
 FE1377
 FE1377;                    North         East    Units  Estimated Accuracy
 FE1377;SPC TN       -   122,770.      249,150.      MT  (+/- 180 meters Scaled)
 FE1377
 FE1377                          SUPERSEDED SURVEY CONTROL
 FE1377
 FE1377  NGVD 29 (??/??/??)  102.586  (m)          336.57   (f) ADJUSTED    1 1
 FE1377
 FE1377.Superseded values are not recommended for survey control.
 FE1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1377.See file dsdata.txt to determine how the superseded data were derived.
 FE1377
 FE1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE399186(NAD 83)
 FE1377_MARKER: DB = BENCH MARK DISK
 FE1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1377_STAMPING: A 93 1957
 FE1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1377+STABILITY: SURFACE MOTION
 FE1377
 FE1377  HISTORY     - Date     Condition        Report By
 FE1377  HISTORY     - 1957     MONUMENTED       CGS
 FE1377  HISTORY     - 1974     GOOD             NGS
 FE1377  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1377
 FE1377                          STATION DESCRIPTION
 FE1377
 FE1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1377'0.3 MI SW FROM KERRVILLE.
 FE1377'ABOUT 0.3 MILE SOUTHWEST ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 FE1377'CROSSING WITH RENTER ROAD (PAVED) AT KERRVILLE, ALSO, 3.05 MILES
 FE1377'NORTHEAST OF RAILROAD STATION AT MILLINGTON, 186 FEET NORTHEAST
 FE1377'OF MILEPOST 371, 76 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 FE1377'CORNER OF AN ABANDONED FRAME HOUSE, 155 FEET SOUTHWEST OF POWER
 FE1377'POLE 132027 BEARING A TRANSFORMER AND LIGHT, 40 FEET SOUTHWEST
 FE1377'OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 10
 FE1377'FEET ABOVE RAILS AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE1377'1-INCH.
 FE1377
 FE1377                          STATION RECOVERY (1992)
 FE1377
 FE1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1377'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1743 ***********************************************************************
 FE1743  DESIGNATION -  A 94
 FE1743  PID         -  FE1743
 FE1743  STATE/COUNTY-  TN/TIPTON
 FE1743  USGS QUAD   -  COVINGTON (1983)
 FE1743
 FE1743                         *CURRENT SURVEY CONTROL
 FE1743  ___________________________________________________________________
 FE1743* NAD 83(1986)-  35 32 41.     (N)    089 39 06.     (W)     SCALED    
 FE1743* NAVD 88     -       101.183  (meters)     331.96   (feet)  ADJUSTED  
 FE1743  ___________________________________________________________________
 FE1743  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1743  DYNAMIC HT  -         101.098 (meters)     331.69  (feet)  COMP
 FE1743  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FE1743
 FE1743  VERT ORDER  -  SECOND    CLASS 0
 FE1743
 FE1743.The horizontal coordinates were scaled from a topographic map and have
 FE1743.an estimated accuracy of +/- 6 seconds.
 FE1743
 FE1743.The orthometric height was determined by differential leveling
 FE1743.and adjusted by the National Geodetic Survey in June 1991..
 FE1743
 FE1743.The geoid height was determined by GEOID03.
 FE1743
 FE1743.The dynamic height is computed by dividing the NAVD 88
 FE1743.geopotential number by the normal gravity value computed on the
 FE1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1743.degrees latitude (g = 980.6199 gals.).
 FE1743
 FE1743.The modeled gravity was interpolated from observed gravity values.
 FE1743
 FE1743;                    North         East    Units  Estimated Accuracy
 FE1743;SPC TN       -   140,580.      268,960.      MT  (+/- 180 meters Scaled)
 FE1743
 FE1743                          SUPERSEDED SURVEY CONTROL
 FE1743
 FE1743  NGVD 29 (??/??/??)  101.164  (m)          331.90   (f) ADJUSTED    2 0
 FE1743
 FE1743.Superseded values are not recommended for survey control.
 FE1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1743.See file dsdata.txt to determine how the superseded data were derived.
 FE1743
 FE1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE596366(NAD 83)
 FE1743_MARKER: DB = BENCH MARK DISK
 FE1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1743_STAMPING: A 94 1957
 FE1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1743+STABILITY: SURFACE MOTION
 FE1743
 FE1743  HISTORY     - Date     Condition        Report By
 FE1743  HISTORY     - 1957     MONUMENTED       CGS
 FE1743  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1743
 FE1743                          STATION DESCRIPTION
 FE1743
 FE1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1743'1.4 MI SW FROM COVINGTON.
 FE1743'1.45 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE1743'THE STATION AT COVINGTON, ABOUT 0.2 MILE NORTHEAST OF MILEPOST
 FE1743'NO. 354, 47 FEET NORTHWEST OF THE NORTHWEST RAIL, 75 FEET SOUTH
 FE1743'OF A LONE 48-INCH OAK TREE, 167 FEET NORTHEAST OF A T JUNCTION
 FE1743'IN FENCE LINE, 14 FEET NORTH-NORTHWEST OF THE 2ND TELEPHONE POLE
 FE1743'SOUTHWEST OF A PRIVATE ROAD CROSSING, 1 FOOT SOUTHEAST OF THE
 FE1743'RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 FE1743'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN
 FE1743'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1743
 FE1743                          STATION RECOVERY (2002)
 FE1743
 FE1743'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1527 ***********************************************************************
 FE1527  DESIGNATION -  A 95
 FE1527  PID         -  FE1527
 FE1527  STATE/COUNTY-  TN/DYER
 FE1527  USGS QUAD   -  CHIC (1983)
 FE1527
 FE1527                         *CURRENT SURVEY CONTROL
 FE1527  ___________________________________________________________________
 FE1527* NAD 83(1986)-  35 57 16.     (N)    089 39 26.     (W)     SCALED    
 FE1527* NAVD 88     -        79.889  (meters)     262.10   (feet)  ADJUSTED  
 FE1527  ___________________________________________________________________
 FE1527  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE1527  DYNAMIC HT  -          79.822 (meters)     261.88  (feet)  COMP
 FE1527  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 FE1527
 FE1527  VERT ORDER  -  FIRST     CLASS II
 FE1527
 FE1527.The horizontal coordinates were scaled from a topographic map and have
 FE1527.an estimated accuracy of +/- 6 seconds.
 FE1527
 FE1527.The orthometric height was determined by differential leveling
 FE1527.and adjusted by the National Geodetic Survey in June 1991..
 FE1527
 FE1527.The geoid height was determined by GEOID03.
 FE1527
 FE1527.The dynamic height is computed by dividing the NAVD 88
 FE1527.geopotential number by the normal gravity value computed on the
 FE1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1527.degrees latitude (g = 980.6199 gals.).
 FE1527
 FE1527.The modeled gravity was interpolated from observed gravity values.
 FE1527
 FE1527;                    North         East    Units  Estimated Accuracy
 FE1527;SPC TN       -   186,030.      270,160.      MT  (+/- 180 meters Scaled)
 FE1527
 FE1527                          SUPERSEDED SURVEY CONTROL
 FE1527
 FE1527  NGVD 29 (??/??/??)   79.832  (m)          261.92   (f) ADJUSTED    1 2
 FE1527
 FE1527.Superseded values are not recommended for survey control.
 FE1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1527.See file dsdata.txt to determine how the superseded data were derived.
 FE1527
 FE1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE603821(NAD 83)
 FE1527_MARKER: DB = BENCH MARK DISK
 FE1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1527_STAMPING: A 95 1957
 FE1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1527+STABILITY: SURFACE MOTION
 FE1527
 FE1527  HISTORY     - Date     Condition        Report By
 FE1527  HISTORY     - 1957     MONUMENTED       CGS
 FE1527  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1527
 FE1527                          STATION DESCRIPTION
 FE1527
 FE1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1527'0.8 MI SE FROM CHIC.
 FE1527'0.85 MILE SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE
 FE1527'CONCRETE BLOCK SCHOOL BUILDING AT CHIC, ABOUT 0.3 MILE NORTHWEST
 FE1527'OF HOLLINESS CHURCH AT CHIC, ABOUT 0.2 MILE NORTHWEST OF C.C.
 FE1527'JOHNSON RESIDENCE, 8 FEET NORTHEAST OF NORTHEAST EDGE OF
 FE1527'PAVEMENT, 236 FEET SOUTHEAST OF CENTER OF JUNCTION OF A DIRT
 FE1527'ROAD WEST, 74 FEET SOUTH OF A WELL WITH PUMP, 56 FEET SOUTHEAST
 FE1527'OF SOUTH CORNER OF A SHACK, 3 FEET NORTHWEST OF TELEPHONE AND
 FE1527'POWER POLE NO. 211, 2 FEET NORTH OF A CONCRETE WITNESS POST,
 FE1527'ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 FE1527'CONCRETE POST PROJECTING 4 INCHES.
 FE1527
 FE1527                          STATION RECOVERY (2002)
 FE1527
 FE1527'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0893 ***********************************************************************
 GD0893  DESIGNATION -  A 96
 GD0893  PID         -  GD0893
 GD0893  STATE/COUNTY-  TN/DYER
 GD0893  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0893
 GD0893                         *CURRENT SURVEY CONTROL
 GD0893  ___________________________________________________________________
 GD0893* NAD 83(1986)-  36 02 58.     (N)    089 40 34.     (W)     SCALED    
 GD0893* NAVD 88     -        81.894  (meters)     268.68   (feet)  ADJUSTED  
 GD0893  ___________________________________________________________________
 GD0893  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0893  DYNAMIC HT  -          81.825 (meters)     268.45  (feet)  COMP
 GD0893  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GD0893
 GD0893  VERT ORDER  -  FIRST     CLASS II
 GD0893
 GD0893.The horizontal coordinates were scaled from a topographic map and have
 GD0893.an estimated accuracy of +/- 6 seconds.
 GD0893
 GD0893.The orthometric height was determined by differential leveling
 GD0893.and adjusted by the National Geodetic Survey in June 1991..
 GD0893
 GD0893.The geoid height was determined by GEOID03.
 GD0893
 GD0893.The dynamic height is computed by dividing the NAVD 88
 GD0893.geopotential number by the normal gravity value computed on the
 GD0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0893.degrees latitude (g = 980.6199 gals.).
 GD0893
 GD0893.The modeled gravity was interpolated from observed gravity values.
 GD0893
 GD0893;                    North         East    Units  Estimated Accuracy
 GD0893;SPC TN       -   196,620.      268,850.      MT  (+/- 180 meters Scaled)
 GD0893
 GD0893                          SUPERSEDED SURVEY CONTROL
 GD0893
 GD0893  NGVD 29 (??/??/??)   81.832  (m)          268.48   (f) ADJUSTED    1 2
 GD0893
 GD0893.Superseded values are not recommended for survey control.
 GD0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0893.See file dsdata.txt to determine how the superseded data were derived.
 GD0893
 GD0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE589927(NAD 83)
 GD0893_MARKER: DB = BENCH MARK DISK
 GD0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0893_STAMPING: A 96 1957
 GD0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0893+STABILITY: SURFACE MOTION
 GD0893
 GD0893  HISTORY     - Date     Condition        Report By
 GD0893  HISTORY     - 1957     MONUMENTED       CGS
 GD0893  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0893
 GD0893                          STATION DESCRIPTION
 GD0893
 GD0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0893'AT HELOISE.
 GD0893'AT HELOISE, ALONG STATE HIGHWAY 20, AT THE FERRY LANDING ON LEFT
 GD0893'BANK OF MISSISSIPPI RIVER, 73 FEET EAST OF CENTER LINE OF HIGHWAY
 GD0893'20, 178 FEET NORTH OF CENTER OF JUNCTION OF HIGHWAY AND FERRY
 GD0893'LANDING ROAD, 73 FEET SOUTHEAST OF SOUTHEAST CORNER OF A
 GD0893'CONCRETE BLOCK PUMP HOUSE BUILDING, 10 FEET EAST OF CENTER LINE
 GD0893'OF A PRIVATE DRIVE NORTH, 1 FOOT EAST OF A FENCE CORNER, 2 FEET
 GD0893'WEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 GD0893'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GD0893
 GD0893                          STATION RECOVERY (2002)
 GD0893
 GD0893'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0540 ***********************************************************************
 GA0540  DESIGNATION -  A 97
 GA0540  PID         -  GA0540
 GA0540  STATE/COUNTY-  TN/WASHINGTON
 GA0540  USGS QUAD   -  JONESBOROUGH (1968)
 GA0540
 GA0540                         *CURRENT SURVEY CONTROL
 GA0540  ___________________________________________________________________
 GA0540* NAD 83(1986)-  36 17 31.     (N)    082 28 46.     (W)     SCALED    
 GA0540* NAVD 88     -       539.344  (meters)    1769.50   (feet)  ADJUSTED  
 GA0540  ___________________________________________________________________
 GA0540  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0540  DYNAMIC HT  -         538.829 (meters)    1767.81  (feet)  COMP
 GA0540  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 GA0540
 GA0540  VERT ORDER  -  SECOND    CLASS 0
 GA0540
 GA0540.The horizontal coordinates were scaled from a topographic map and have
 GA0540.an estimated accuracy of +/- 6 seconds.
 GA0540
 GA0540.The orthometric height was determined by differential leveling
 GA0540.and adjusted by the National Geodetic Survey in June 1991..
 GA0540
 GA0540.The geoid height was determined by GEOID03.
 GA0540
 GA0540.The dynamic height is computed by dividing the NAVD 88
 GA0540.geopotential number by the normal gravity value computed on the
 GA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0540.degrees latitude (g = 980.6199 gals.).
 GA0540
 GA0540.The modeled gravity was interpolated from observed gravity values.
 GA0540
 GA0540;                    North         East    Units  Estimated Accuracy
 GA0540;SPC TN       -   223,000.      916,180.      MT  (+/- 180 meters Scaled)
 GA0540
 GA0540                          SUPERSEDED SURVEY CONTROL
 GA0540
 GA0540  NGVD 29 (??/??/92)  539.479  (m)         1769.94   (f) ADJ UNCH    2 0
 GA0540
 GA0540.Superseded values are not recommended for survey control.
 GA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0540.See file dsdata.txt to determine how the superseded data were derived.
 GA0540
 GA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA671173(NAD 83)
 GA0540_MARKER: DB = BENCH MARK DISK
 GA0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0540_STAMPING: A 97 1935
 GA0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0540+STABILITY: SURFACE MOTION
 GA0540
 GA0540  HISTORY     - Date     Condition        Report By
 GA0540  HISTORY     - 1935     MONUMENTED       CGS
 GA0540  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0540
 GA0540                          STATION DESCRIPTION
 GA0540
 GA0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0540'AT JONESBORO.
 GA0540'AT JONESBORO, WASHINGTON COUNTY, 45 FEET NORTHWEST OF THE CENTER
 GA0540'OF THE INTERSECTION OF COLLEGE AND SHEPHERD STREETS, AT THE CAPTAIN
 GA0540'SHERFERT RESIDENCE, 29 FEET EAST OF THE CENTERLINE OF COLLEGE
 GA0540'STREET, AT THE CORNER OF THE LAWN, AND 4 FEET HIGHER THAN THE
 GA0540'STREET.  A STANDARD DISK, STAMPED A 97 1935 AND SET IN THE TOP
 GA0540'OF A CONCRETE POST.
 GA0540
 GA0540                          STATION RECOVERY (2001)
 GA0540
 GA0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0505 ***********************************************************************
 GA0505  DESIGNATION -  A 98
 GA0505  PID         -  GA0505
 GA0505  STATE/COUNTY-  TN/SULLIVAN
 GA0505  USGS QUAD   -  BOONE DAM (1968)
 GA0505
 GA0505                         *CURRENT SURVEY CONTROL
 GA0505  ___________________________________________________________________
 GA0505* NAD 83(1986)-  36 28 27.     (N)    082 29 22.     (W)     SCALED    
 GA0505* NAVD 88     -       409.462  (meters)    1343.38   (feet)  ADJUSTED  
 GA0505  ___________________________________________________________________
 GA0505  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0505  DYNAMIC HT  -         409.082 (meters)    1342.13  (feet)  COMP
 GA0505  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 GA0505
 GA0505  VERT ORDER  -  SECOND    CLASS 0
 GA0505
 GA0505.The horizontal coordinates were scaled from a topographic map and have
 GA0505.an estimated accuracy of +/- 6 seconds.
 GA0505
 GA0505.The orthometric height was determined by differential leveling
 GA0505.and adjusted by the National Geodetic Survey in June 1991..
 GA0505
 GA0505.The geoid height was determined by GEOID03.
 GA0505
 GA0505.The dynamic height is computed by dividing the NAVD 88
 GA0505.geopotential number by the normal gravity value computed on the
 GA0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0505.degrees latitude (g = 980.6199 gals.).
 GA0505
 GA0505.The modeled gravity was interpolated from observed gravity values.
 GA0505
 GA0505;                    North         East    Units  Estimated Accuracy
 GA0505;SPC TN       -   243,170.      914,560.      MT  (+/- 180 meters Scaled)
 GA0505
 GA0505                          SUPERSEDED SURVEY CONTROL
 GA0505
 GA0505  NGVD 29 (??/??/92)  409.603  (m)         1343.84   (f) ADJ UNCH    2 0
 GA0505
 GA0505.Superseded values are not recommended for survey control.
 GA0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0505.See file dsdata.txt to determine how the superseded data were derived.
 GA0505
 GA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA665375(NAD 83)
 GA0505_MARKER: DB = BENCH MARK DISK
 GA0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0505_STAMPING: A 98 1935
 GA0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0505+STABILITY: SURFACE MOTION
 GA0505
 GA0505  HISTORY     - Date     Condition        Report By
 GA0505  HISTORY     - 1935     MONUMENTED       CGS
 GA0505  HISTORY     - 1961     GOOD             NGS
 GA0505  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 GA0505
 GA0505                          STATION DESCRIPTION
 GA0505
 GA0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0505'1.6 MI NE FROM FORDTOWN.
 GA0505'7.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE
 GA0505'AT KINGSPORT, SULLIVAN COUNTY, 1.7 MILES NORTH OF FORDTOWN,
 GA0505'65 YARDS SOUTHWEST OF THE G.H. FORD SERVICE STATION, 25 YARDS
 GA0505'SOUTHEAST OF THE SOUTHEAST CORNER OF THE H.A. FORD RESIDENCE,
 GA0505'42 YARDS SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 GA0505'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 98 1935 AND
 GA0505'SET IN THE TOP OF A CONCRETE POST.
 GA0505
 GA0505                          STATION RECOVERY (2005)
 GA0505
 GA0505'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 GA0505'CONSTRUCTION OF AN I 81 INTERCHANGE AND OTHER DEVELOPMENT APPEAR TO
 GA0505'HAVE CAUSED THE
 GA0505'REMOVAL OF THE FORD GARAGE AND THE FORD RESIDENCE. THE ABSENCE OF
 GA0505'REFERENCE POINTS
 GA0505'AND THE SCALED COORDINATES MAKE RECOVERY OF THIS STATION VERY
 GA0505'DOUBTFUL, IF INDEED IT
 GA0505'STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0828 ***********************************************************************
 GA0828  DESIGNATION -  A 99
 GA0828  PID         -  GA0828
 GA0828  STATE/COUNTY-  TN/GREENE
 GA0828  USGS QUAD   -  GREENEVILLE (1961)
 GA0828
 GA0828                         *CURRENT SURVEY CONTROL
 GA0828  ___________________________________________________________________
 GA0828* NAD 83(1986)-  36 11 37.     (N)    082 48 15.     (W)     SCALED    
 GA0828* NAVD 88     -       519.446  (meters)    1704.22   (feet)  ADJUSTED  
 GA0828  ___________________________________________________________________
 GA0828  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0828  DYNAMIC HT  -         518.955 (meters)    1702.60  (feet)  COMP
 GA0828  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 GA0828
 GA0828  VERT ORDER  -  SECOND    CLASS 0
 GA0828
 GA0828.The horizontal coordinates were scaled from a topographic map and have
 GA0828.an estimated accuracy of +/- 6 seconds.
 GA0828
 GA0828.The orthometric height was determined by differential leveling
 GA0828.and adjusted by the National Geodetic Survey in June 1991..
 GA0828
 GA0828.The geoid height was determined by GEOID03.
 GA0828
 GA0828.The dynamic height is computed by dividing the NAVD 88
 GA0828.geopotential number by the normal gravity value computed on the
 GA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0828.degrees latitude (g = 980.6199 gals.).
 GA0828
 GA0828.The modeled gravity was interpolated from observed gravity values.
 GA0828
 GA0828;                    North         East    Units  Estimated Accuracy
 GA0828;SPC TN       -   211,090.      887,380.      MT  (+/- 180 meters Scaled)
 GA0828
 GA0828                          SUPERSEDED SURVEY CONTROL
 GA0828
 GA0828  NGVD 29 (??/??/92)  519.573  (m)         1704.63   (f) ADJ UNCH    2 0
 GA0828
 GA0828.Superseded values are not recommended for survey control.
 GA0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0828.See file dsdata.txt to determine how the superseded data were derived.
 GA0828
 GA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA377069(NAD 83)
 GA0828_MARKER: DB = BENCH MARK DISK
 GA0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0828_STAMPING: A 99 1935
 GA0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0828+STABILITY: SURFACE MOTION
 GA0828
 GA0828  HISTORY     - Date     Condition        Report By
 GA0828  HISTORY     - 1935     MONUMENTED       CGS
 GA0828  HISTORY     - 1961     MARK NOT FOUND   NGS
 GA0828  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 GA0828
 GA0828                          STATION DESCRIPTION
 GA0828
 GA0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0828'2.8 MI NE FROM GREENEVILLE.
 GA0828'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0828'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, 200 YARDS NORTHEAST
 GA0828'OF BRADBURN CHURCH, AT THE JUNCTION OF A ROAD LEADING EAST, 13
 GA0828'YARDS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20 YARDS
 GA0828'NORTHWEST OF THE CENTERLINE OF THE ROAD, 1-1/2 FEET SOUTHEAST
 GA0828'OF A WIRE FENCE LINE, 1 FOOT LOWER THAN THE HIGHWAY AND 0.8
 GA0828'FOOT SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0828'STAMPED A 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0828
 GA0828                          STATION RECOVERY (1974)
 GA0828
 GA0828'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 GA0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2823 ***********************************************************************
 FE2823  DESIGNATION -  AAA
 FE2823  PID         -  FE2823
 FE2823  STATE/COUNTY-  TN/SHELBY
 FE2823  USGS QUAD   -  COLLIERVILLE (1965)
 FE2823
 FE2823                         *CURRENT SURVEY CONTROL
 FE2823  ___________________________________________________________________
 FE2823* NAD 83(1986)-  35 02 01.     (N)    089 41 18.     (W)     SCALED    
 FE2823* NAVD 88     -       108.864  (meters)     357.16   (feet)  ADJUSTED  
 FE2823  ___________________________________________________________________
 FE2823  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE2823  DYNAMIC HT  -         108.762 (meters)     356.83  (feet)  COMP
 FE2823  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FE2823
 FE2823  VERT ORDER  -  FIRST     CLASS II
 FE2823
 FE2823.The horizontal coordinates were scaled from a topographic map and have
 FE2823.an estimated accuracy of +/- 6 seconds.
 FE2823
 FE2823.The orthometric height was determined by differential leveling
 FE2823.and adjusted by the National Geodetic Survey in August 1995..
 FE2823
 FE2823.The geoid height was determined by GEOID03.
 FE2823
 FE2823.The dynamic height is computed by dividing the NAVD 88
 FE2823.geopotential number by the normal gravity value computed on the
 FE2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2823.degrees latitude (g = 980.6199 gals.).
 FE2823
 FE2823.The modeled gravity was interpolated from observed gravity values.
 FE2823
 FE2823;                    North         East    Units  Estimated Accuracy
 FE2823;SPC TN       -    84,040.      263,500.      MT  (+/- 180 meters Scaled)
 FE2823
 FE2823                          SUPERSEDED SURVEY CONTROL
 FE2823
 FE2823.No superseded survey control is available for this station.
 FE2823
 FE2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD547800(NAD 83)
 FE2823_MARKER: P = PIPE CAP
 FE2823_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2823_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2823_STAMPING: AAA
 FE2823_MARK LOGO: NONE  
 FE2823_PROJECTION: FLUSH
 FE2823_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2823+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2823_ROD/PIPE-DEPTH: 1.0  meters
 FE2823
 FE2823  HISTORY     - Date     Condition        Report By
 FE2823  HISTORY     - 1992     MONUMENTED       MLGW
 FE2823  HISTORY     - 19920114 GOOD             NGS
 FE2823  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE2823
 FE2823                          STATION DESCRIPTION
 FE2823
 FE2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2823'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2823'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2823'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 1.4 KM (0.85 MI)
 FE2823'SOUTHERLY ALONG COUNTY ROAD 175, A WELDED POINT ON A PIPE CAP ATTACHED
 FE2823'TO A 2-INCH GALVANIZED STEEL PIPE ENCASED IN A 7-INCH PVC PIPE FILLED
 FE2823'WITH CONCRETE, 39.9 M (130.9 FT) NORTH OF THE EXTENDED CENTERLINE OF
 FE2823'COLLIERVILLE ROAD, 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF THE
 FE2823'COUNTY ROAD (BYHALIA ROAD), 2.4 M (7.9 FT) WEST OF A FENCE, AND 0.3 M
 FE2823'(1.0 FT) BELOW THE LEVEL OF THE COUNTY ROAD.
 FE2823
 FE2823                          STATION RECOVERY (2002)
 FE2823
 FE2823'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2823'SUSPECTED DESTROYED DUE TO NEW HWY CONSTRUCTION.
 FE2823'HWY 175 AND COLLIERVILLE RD. HAVE BEEN REROUTED IN AREA.
 FE2823'OLD INTERSECTION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1521 ***********************************************************************
 FD1521  DESIGNATION -  ABIFF
 FD1521  PID         -  FD1521
 FD1521  STATE/COUNTY-  TN/DICKSON
 FD1521  USGS QUAD   -  LYLES (1992)
 FD1521
 FD1521                         *CURRENT SURVEY CONTROL
 FD1521  ___________________________________________________________________
 FD1521* NAD 83(1995)-  35 58 35.08760(N)    087 19 05.83025(W)     ADJUSTED  
 FD1521* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 FD1521  ___________________________________________________________________
 FD1521  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FD1521  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1521
 FD1521  HORZ ORDER  -  THIRD
 FD1521
 FD1521.The horizontal coordinates were established by classical geodetic methods
 FD1521.and adjusted by the National Geodetic Survey in April 1999..
 FD1521
 FD1521.The orthometric height was scaled from a topographic map.
 FD1521
 FD1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1521
 FD1521.The geoid height was determined by GEOID03.
 FD1521
 FD1521;                    North         East     Units Scale Factor Converg.
 FD1521;SPC TN       -   183,099.132   481,112.437   MT  0.99995148   -0 46 18.4
 FD1521;SPC TN       -   600,717.74  1,578,449.72   sFT  0.99995148   -0 46 18.4
 FD1521;UTM  16      - 3,981,379.162   471,305.037   MT  0.99961015   -0 11 13.1
 FD1521
 FD1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1521!SPC TN       -   0.99996085  x   0.99995148  =   0.99991233
 FD1521!UTM  16      -   0.99996085  x   0.99961015  =   0.99957102
 FD1521
 FD1521|---------------------------------------------------------------------|
 FD1521| PID    Reference Object                     Distance      Geod. Az  |
 FD1521|                                                           dddmmss.s |
 FD1521| CG5417 ABIFF RM 1                           27.109 METERS 06905     |
 FD1521| FD0719 D 22                                 43.335 METERS 18741     |
 FD1521| CG5416 ABIFF AZ MK                                        2621044.5 |
 FD1521| FD1523 TIDWELL                             APPROX. 5.2 KM 2844448.1 |
 FD1521|---------------------------------------------------------------------|
 FD1521
 FD1521                          SUPERSEDED SURVEY CONTROL
 FD1521
 FD1521  NAD 83(1995)-  35 58 35.08995(N)    087 19 05.83363(W) AD(       ) 3
 FD1521  NAD 83(1986)-  35 58 35.09817(N)    087 19 05.83287(W) AD(       ) 3
 FD1521  NAD 27      -  35 58 34.87200(N)    087 19 05.79400(W) AD(       ) 3
 FD1521
 FD1521.Superseded values are not recommended for survey control.
 FD1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1521.See file dsdata.txt to determine how the superseded data were derived.
 FD1521
 FD1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7130581379(NAD 83)
 FD1521_MARKER: DS = TRIANGULATION STATION DISK
 FD1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1521
 FD1521  HISTORY     - Date     Condition        Report By
 FD1521  HISTORY     - 1953     MONUMENTED       CGS
 FD1521
 FD1521                          STATION DESCRIPTION
 FD1521
 FD1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1521'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WHITE BLUFF AND 8
 FD1521'MILES SOUTHEAST OF
 FD1521'DICKSON ON PROPERTY OWNED BY BEN D LEWIS IN THE SMALL
 FD1521'TOWN OF ABIFF.  IT IS 34 FEET
 FD1521'NORTH OF THE CENTER OF PORTER ROAD, 29
 FD1521'FEET WEST OF THE WEST RAIL OF A RAIL ROAD TRACK
 FD1521'AND 6 FEET NORTHWEST
 FD1521'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FD1521'IS STAMPED ABIFF
 FD1521'1953.
 FD1521'
 FD1521'REFERENCE MARK NO 1 IS 48 FEET NORTH OF THE CENTER OF THE ROAD, 43
 FD1521'FEET SOUTHWEST OF
 FD1521'THE SOUTHWEST CORNER OF A BUILDING AND 24 FEET EAST OF
 FD1521'THE EAST RAIL OF THE RAIL ROAD
 FD1521'TRACK.  THE MARK PROJECTS 4 INCHES AND
 FD1521'THE DISK IS STAMPED ABIFF NO 1 1953.
 FD1521'
 FD1521'BENCH MARK B 22 IS USED AS A REFERENCE MARK.  IT IS 36 FEET EAST OF
 FD1521'THE EAST RAIL OF THE RAIL
 FD1521'ROAD TRACK AND 10 FEET EAST OF THE CENTER OF A
 FD1521'GRAVEL ROAD.  THE MARK IS A 6 X 6
 FD1521'INCH CONCRETE POST, WHICH PROJECTS
 FD1521'4 INCHES WITH A STANDARD USC AND GS BENCH MARK DISK ATOP
 FD1521'STAMPED B 22
 FD1521'1934.
 FD1521'
 FD1521'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF STATE HIGHWAY 46, 2
 FD1521'FEET NORTH OF A POWER LINE
 FD1521'POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 FD1521'PROJECTS 2 INCHES AND THE DISK
 FD1521'IS STAMPED ABIFF 1953.
 FD1521'
 FD1521'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 46 AND
 FD1521'47, 2 MILES SOUTHEAST OF
 FD1521'DICKSON, GO SOUTH ON HIGHWAY 46 FOR 6.4 MILES TO THE
 FD1521'INTERSECTION OF PORTER ROAD AND
 FD1521'THE AZIMUTH MARK ON THE RIGHT AS
 FD1521'DESCRIBED.  TURN LEFT ON PORTER ROAD AND GO 0.15
 FD1521'MILE TO THE RAIL
 FD1521'ROAD TRACK AND THE STATION ON THE LEFT AS DESCRIBED.
 FD1521'
 FD1521'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2379 ***********************************************************************
 FE2379  DESIGNATION -  ADAIR
 FE2379  PID         -  FE2379
 FE2379  STATE/COUNTY-  TN/CROCKETT
 FE2379  USGS QUAD   -  ADAIR (1979)
 FE2379
 FE2379                         *CURRENT SURVEY CONTROL
 FE2379  ___________________________________________________________________
 FE2379* NAD 83(1995)-  35 42 53.34669(N)    088 58 20.17374(W)     ADJUSTED  
 FE2379* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 FE2379  ___________________________________________________________________
 FE2379  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FE2379  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE2379
 FE2379  HORZ ORDER  -  THIRD
 FE2379
 FE2379.The horizontal coordinates were established by classical geodetic methods
 FE2379.and adjusted by the National Geodetic Survey in April 1999..
 FE2379
 FE2379.The orthometric height was scaled from a topographic map.
 FE2379
 FE2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2379
 FE2379.The geoid height was determined by GEOID03.
 FE2379
 FE2379;                    North         East     Units Scale Factor Converg.
 FE2379;SPC TN       -   157,357.898   331,102.234   MT  0.99995056   -1 44 24.3
 FE2379;SPC TN       -   516,265.04  1,086,291.25   sFT  0.99995056   -1 44 24.3
 FE2379;UTM  16      - 3,954,111.284   321,594.852   MT  0.99999222   -1 09 05.8
 FE2379
 FE2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2379!SPC TN       -   0.99998434  x   0.99995056  =   0.99993490
 FE2379!UTM  16      -   0.99998434  x   0.99999222  =   0.99997656
 FE2379
 FE2379|---------------------------------------------------------------------|
 FE2379| PID    Reference Object                     Distance      Geod. Az  |
 FE2379|                                                           dddmmss.s |
 FE2379| CG3092 ADAIR RM 1                           22.868 METERS 14251     |
 FE2379| CG3091 ADAIR AZ MK                                        2473501.7 |
 FE2379| CG3093 ADAIR RM 2                           20.660 METERS 27141     |
 FE2379|---------------------------------------------------------------------|
 FE2379
 FE2379                          SUPERSEDED SURVEY CONTROL
 FE2379
 FE2379  NAD 83(1995)-  35 42 53.35122(N)    088 58 20.17746(W) AD(       ) 3
 FE2379  NAD 83(1986)-  35 42 53.35825(N)    088 58 20.17455(W) AD(       ) 3
 FE2379  NAD 27      -  35 42 53.10490(N)    088 58 19.94740(W) AD(       ) 3
 FE2379
 FE2379.Superseded values are not recommended for survey control.
 FE2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2379.See file dsdata.txt to determine how the superseded data were derived.
 FE2379
 FE2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2159554111(NAD 83)
 FE2379_MARKER: DS = TRIANGULATION STATION DISK
 FE2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2379
 FE2379  HISTORY     - Date     Condition        Report By
 FE2379  HISTORY     - 1958     MONUMENTED       CGS
 FE2379
 FE2379                          STATION DESCRIPTION
 FE2379
 FE2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2379'THE STATION IS ABOUT 6 MILES EAST OF BELLS AND 7 MILES SOUTHWEST OF
 FE2379'HUMBOLDT, ON PROPERTY OWNED BY MR. DUANE ARNS. IT IS 31 FEET NORTH
 FE2379'OF THE CENTERLINE OF STATE HIGHWAY 20, 1 FOOT NORTH OF A WIRE FENCE,
 FE2379'14 FEET SOUTHWEST OF A TELEPHONE POLE AND 6 FEET WEST OF A WHITE
 FE2379'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ADAIR
 FE2379'1958.
 FE2379'
 FE2379'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2379'HIGHWAY 20 IN THE WESTERN PART OF JACKSON, GO
 FE2379'NORTHWESTERLY ON STATE HIGHWAY 20 FOR 5.7 MILES TO A FORK AND HIGHWAY
 FE2379'20 CURVES TO THE RIGHT. CONTINUE TO THE RIGHT ON HIGHWAY 20 FOR 5.5
 FE2379'MILES TO A GRAVELED SIDE ROAD RIGHT. CONTINUE WEST ON HIGHWAY 20 FOR
 FE2379'0.25 MILE TO STATION ON THE RIGHT.
 FE2379'
 FE2379'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 FE2379'20 FOR 0.2 MILE TO A DIRT SIDE ROAD LEFT. TURN LEFT AND GO
 FE2379'SOUTH ON ED WOODS RD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE2379'
 FE2379'REFERENCE MARK 1 IS 27 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 FE2379'20 AND 1 FOOT NORTH OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE
 FE2379'DISK IS STAMPED ADAIR NO 1 1958.
 FE2379'
 FE2379'REFERENCE MARK 2 IS 31 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 FE2379'20 AND 1 FOOT NORTH OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE
 FE2379'DISK IS STAMPED ADAIR NO 2 1958.
 FE2379'
 FE2379'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTERLINE OF ED WOODS RD, 81
 FE2379'FEET EAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 1
 FE2379'FOOT WEST OF A WIRE FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 FE2379'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ADAIR 1958.
 FE2379'
 FE2379'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0412 ***********************************************************************
 FE0412  DESIGNATION -  ADAMS
 FE0412  PID         -  FE0412
 FE0412  STATE/COUNTY-  TN/MCNAIRY
 FE0412  USGS QUAD   -  STANTONVILLE (1992)
 FE0412
 FE0412                         *CURRENT SURVEY CONTROL
 FE0412  ___________________________________________________________________
 FE0412* NAD 83(1995)-  35 14 09.77538(N)    088 23 42.04317(W)     ADJUSTED  
 FE0412* NAVD 88     -       156.677  (meters)     514.03   (feet)  ADJUSTED  
 FE0412  ___________________________________________________________________
 FE0412  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FE0412  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0412  DYNAMIC HT  -         156.534 (meters)     513.56  (feet)  COMP
 FE0412  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FE0412
 FE0412  HORZ ORDER  -  SECOND
 FE0412  VERT ORDER  -  SECOND    CLASS 0
 FE0412
 FE0412.The horizontal coordinates were established by classical geodetic methods
 FE0412.and adjusted by the National Geodetic Survey in April 1999..
 FE0412
 FE0412.The orthometric height was determined by differential leveling
 FE0412.and adjusted by the National Geodetic Survey in June 1991..
 FE0412
 FE0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0412
 FE0412.The geoid height was determined by GEOID03.
 FE0412
 FE0412.The dynamic height is computed by dividing the NAVD 88
 FE0412.geopotential number by the normal gravity value computed on the
 FE0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0412.degrees latitude (g = 980.6199 gals.).
 FE0412
 FE0412.The modeled gravity was interpolated from observed gravity values.
 FE0412
 FE0412;                    North         East     Units Scale Factor Converg.
 FE0412;SPC TN       -   102,824.105   382,014.681   MT  1.00000249   -1 24 07.7
 FE0412;SPC TN       -   337,348.75  1,253,326.50   sFT  1.00000249   -1 24 07.7
 FE0412;UTM  16      - 3,900,112.125   373,065.266   MT  0.99979857   -0 48 17.8
 FE0412
 FE0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0412!SPC TN       -   0.99997974  x   1.00000249  =   0.99998223
 FE0412!UTM  16      -   0.99997974  x   0.99979857  =   0.99977832
 FE0412
 FE0412:                Primary Azimuth Mark                     Grid Az
 FE0412:SPC TN       -  ADAMS AZ MK                              006 32 14.6
 FE0412:UTM  16      -  ADAMS AZ MK                              005 56 24.7
 FE0412
 FE0412|---------------------------------------------------------------------|
 FE0412| PID    Reference Object                     Distance      Geod. Az  |
 FE0412|                                                           dddmmss.s |
 FE0412| FE0414 ADAMS AZ MK                                        0050806.9 |
 FE0412| CG3098 ADAMS RM 1                           28.139 METERS 03110     |
 FE0412| FE2261 ADAMSVILLE MUNICIPAL TANK           APPROX. 1.3 KM 1094617.4 |
 FE0412| CG3099 ADAMS RM 2                           32.571 METERS 26744     |
 FE0412|---------------------------------------------------------------------|
 FE0412
 FE0412                          SUPERSEDED SURVEY CONTROL
 FE0412
 FE0412  NAD 83(1995)-  35 14 09.77787(N)    088 23 42.04455(W) AD(       ) 2
 FE0412  NAD 83(1995)-  35 14 09.77853(N)    088 23 42.04388(W) AD(       ) 2
 FE0412  NAD 83(1995)-  35 14 09.78352(N)    088 23 42.04405(W) AD(       ) 2
 FE0412  NAD 83(1986)-  35 14 09.78448(N)    088 23 42.04388(W) AD(       ) 2
 FE0412  NAD 27      -  35 14 09.49160(N)    088 23 41.89620(W) AD(       ) 2
 FE0412  NGVD 29 (??/??/??)  156.678  (m)          514.03   (f) ADJUSTED    2 0
 FE0412
 FE0412.Superseded values are not recommended for survey control.
 FE0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0412.See file dsdata.txt to determine how the superseded data were derived.
 FE0412
 FE0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7306500112(NAD 83)
 FE0412_MARKER: DS = TRIANGULATION STATION DISK
 FE0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0412_STAMPING: ADAMS 1962
 FE0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0412+STABILITY: SURFACE MOTION
 FE0412
 FE0412  HISTORY     - Date     Condition        Report By
 FE0412  HISTORY     - 1962     MONUMENTED       TNHD
 FE0412  HISTORY     - 1962     GOOD             TNHD
 FE0412
 FE0412                          STATION DESCRIPTION
 FE0412
 FE0412'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0412'THE STATION IS LOCATED IN ADAMSVILLE.
 FE0412'
 FE0412'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO WEST ON
 FE0412'STATE ROUTE NO. 15 FOR 0.1 MILE TO A FORK AND THE STATION ON
 FE0412'THE RIGHT AS DESCRIBED.
 FE0412'
 FE0412'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0412'DEPARTMENT DISKS STAMPED ADAMS 1962. THE SURFACE MARK IS SET IN
 FE0412'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. THE UNDERGROUND MARK IS
 FE0412'ABOUT 30 INCHES BELOW THE SURFACE.  THE STATION IS 29 FEET
 FE0412'WEST OF A PAVED ROAD, 50 FEET SOUTHWEST OF A POWER POLE, AND 56 FEET
 FE0412'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PORCH
 FE0412'OF A WHITE FRAME HOUSE.
 FE0412'
 FE0412'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0412'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE, MONUMENT AND THE
 FE0412'DISK IS STAMPED ADAMS RM-1 1962. IT IS 18 FEET EAST OF THE
 FE0412'APPROXIMATE CENTER OF THE PAVED ROAD, 1.3 FEET WEST OF A POWER
 FE0412'POLE, 35 FEET SOUTHWEST OF THE SOUTHWEST WING OF THE ADAMSVILLE
 FE0412'BAPTIST CHURCH.
 FE0412'
 FE0412'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0412'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT STAMPED
 FE0412'ADAMS RM-2 1962. IT IS 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE0412'CONCRETE PORCH OF A WHITE FRAME HOUSE, 19 FEET EAST OF CENTER
 FE0412'OF DRIVEWAY, AND 23 FEET NORTH OF THE APPROXIMATE CENTER OF A PAVED
 FE0412'ROAD.
 FE0412'
 FE0412'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0412'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0412'DISK IS STAMPED ADAMS AZI 1962. IT IS 19 FEET NORTHWEST OF THE
 FE0412'APPROXIMATE CENTER OF A PAVED ROAD, 35 FEET SOUTHWEST OF
 FE0412'AN 18 INCH OAK TREE, AND 25 FEET SOUTHEAST OF A POWER POLE.
 FE0412'
 FE0412'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON BAPTIST ROAD
 FE0412'FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FE0412'
 FE0412'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 FE0412
 FE0412                          STATION RECOVERY (1962)
 FE0412
 FE0412'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0412'AT ADAMSVILLE.
 FE0412'FROM THE POST OFFICE IN ADAMSVILLE GO WEST ON U.S. HIGHWAY 64
 FE0412'FOR 0.1 MILE TO A FORK IN THE ROAD AND THE STATION ON THE RIGHT.
 FE0412'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION
 FE0412'OF THE RIGHT HAND BRANCH OF THE FORK AND BAPTIST ROAD.  THE
 FE0412'STATION IS 29 FEET WEST OF THE CENTERLINE OF BAPTIST ROAD, 50
 FE0412'FEET SOUTHWEST OF A POWER POLE AND 56 FEET SOUTHEAST OF THE
 FE0412'SOUTHEAST CORNER OF A CONCRETE PORCH OF A WHITE FRAME HOUSE.
 FE0412'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0412'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0412'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1454 ***********************************************************************
 FD1454  DESIGNATION -  ADAMS
 FD1454  PID         -  FD1454
 FD1454  STATE/COUNTY-  TN/BEDFORD
 FD1454  USGS QUAD   -  BEDFORD (1981)
 FD1454
 FD1454                         *CURRENT SURVEY CONTROL
 FD1454  ___________________________________________________________________
 FD1454* NAD 83(1995)-  35 24 17.94640(N)    086 34 19.58965(W)     ADJUSTED  
 FD1454* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 FD1454  ___________________________________________________________________
 FD1454  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FD1454  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD1454
 FD1454  HORZ ORDER  -  SECOND
 FD1454
 FD1454.The horizontal coordinates were established by classical geodetic methods
 FD1454.and adjusted by the National Geodetic Survey in April 1999..
 FD1454
 FD1454.The orthometric height was scaled from a topographic map.
 FD1454
 FD1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1454
 FD1454.The geoid height was determined by GEOID03.
 FD1454
 FD1454;                    North         East     Units Scale Factor Converg.
 FD1454;SPC TN       -   119,051.290   548,033.443   MT  0.99997627   -0 20 05.8
 FD1454;SPC TN       -   390,587.44  1,798,006.39   sFT  0.99997627   -0 20 05.8
 FD1454;UTM  16      - 3,918,039.929   538,852.596   MT  0.99961860   +0 14 52.5
 FD1454
 FD1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1454!SPC TN       -   0.99994865  x   0.99997627  =   0.99992493
 FD1454!UTM  16      -   0.99994865  x   0.99961860  =   0.99956727
 FD1454
 FD1454:                Primary Azimuth Mark                     Grid Az
 FD1454:SPC TN       -  ADAMS AZ MK                              040 37 55.7
 FD1454:UTM  16      -  ADAMS AZ MK                              040 02 57.4
 FD1454
 FD1454|---------------------------------------------------------------------|
 FD1454| PID    Reference Object                     Distance      Geod. Az  |
 FD1454|                                                           dddmmss.s |
 FD1454| CG5421 ADAMS AZ MK                                        0401749.9 |
 FD1454| CG5422 ADAMS RM 1                           22.531 METERS 08008     |
 FD1454| CG5423 ADAMS RM 2                           20.031 METERS 14803     |
 FD1454|---------------------------------------------------------------------|
 FD1454
 FD1454                          SUPERSEDED SURVEY CONTROL
 FD1454
 FD1454  NAD 83(1995)-  35 24 17.95160(N)    086 34 19.59139(W) AD(       ) 2
 FD1454  NAD 83(1995)-  35 24 17.95235(N)    086 34 19.58895(W) AD(       ) 2
 FD1454  NAD 83(1986)-  35 24 17.95746(N)    086 34 19.58838(W) AD(       ) 2
 FD1454  NAD 27      -  35 24 17.68800(N)    086 34 19.60400(W) AD(       ) 2
 FD1454
 FD1454.Superseded values are not recommended for survey control.
 FD1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1454.See file dsdata.txt to determine how the superseded data were derived.
 FD1454
 FD1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3885318040(NAD 83)
 FD1454_MARKER: DS = TRIANGULATION STATION DISK
 FD1454_SETTING: 80 = SET IN A BOULDER
 FD1454_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FD1454
 FD1454  HISTORY     - Date     Condition        Report By
 FD1454  HISTORY     - 1934     MONUMENTED       CGS
 FD1454
 FD1454                          STATION DESCRIPTION
 FD1454
 FD1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1454'ABOUT 8.5 MILES SOUTHWEST OF SHELBYVILLE, 8.25 MILES WEST-NORTHWEST
 FD1454'OF FLAT, 1.5 MILES
 FD1454'NORTH-NORTHEAST OF RICHMOND, ON TOP OF HIGHEST
 FD1454'POINT OF HEAVILY WOODED RIDGE, ON
 FD1454'PROPERTY OF G.E. ADAMS AND 0.3
 FD1454'MILE SOUTH OF HOME OF W A WINFORD.  TO REACH FROM
 FD1454'JUNCTION OF U S
 FD1454'ROUTE 241 AND STATE ROUTE 64 (1 MILE SOUTH OF SHELBYVILLE), FOLLOW
 FD1454'ROUTE 64 WEST
 FD1454'2.55 MILES, TURN LEFT (SOUTH) ONTO T-ROAD, GO 3.55
 FD1454'MILES (0.05 MILE BEYOND STORE),
 FD1454'TURN RIGHT ONTO STONE ROAD, GO 1.5
 FD1454'MILES, TURN LEFT INTO LANE, GO 0.4 MILE TO W A
 FD1454'WINFORDS HOME (END OF
 FD1454'TRUCK TRAVEL), AND CONTINUE UP HILL ALONG NORTH-SOUTH FENCE LINE
 FD1454'0.3 MILE TO
 FD1454'SUMMIT AND STATION SITE IN SMALL SADDLE, 65 FEET NORTH OF
 FD1454'HIGH POINT OF HILL, 59
 FD1454'FEET NORTHWEST OF 34-INCH OAK WITH TRIANGULAR
 FD1454'BLAZE, AND 30 FEET NORTH OF WIRE FENCE.
 FD1454'SURFACE MARK IS STANDARD
 FD1454'STATION DISK IN BOULDER.  UNDERGROUND MARK IS
 FD1454'STANDARD
 FD1454'STATION DISK IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FD1454'STANDARD REFERENCE
 FD1454'DISKS IN BOULDERS.  NO 1 IS DOWN EAST
 FD1454'SLOPE OF SUMMIT TOWARD CLEARED FIELD
 FD1454'AND 73.92 FEET FROM STATION N 80 DEG 08 MIN E.
 FD1454'NO 2 IS ON HIGH GROUND, NEAR
 FD1454'LARGE OAK TREE
 FD1454'WITH TRIANGULAR BLAZE, AND 65.72 FEET FROM STATION S 31 DEG 57 MIN E.
 FD1454'AZIMUTH MARK IS IN LARGE FLAT ROCK OUTCROP NEAR BASE OF
 FD1454'HILL, 250 YARDS WEST OF WINFORDS
 FD1454'HOUSE, 40 FEET SOUTH OF LARGE MAPLE
 FD1454'TREE, AND 0.2 MILE FROM STATION N 40 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2441 ***********************************************************************
 GC2441  DESIGNATION -  ADAMS
 GC2441  PID         -  GC2441
 GC2441  STATE/COUNTY-  TN/ROBERTSON
 GC2441  USGS QUAD   -  ADAMS (1984)
 GC2441
 GC2441                         *CURRENT SURVEY CONTROL
 GC2441  ___________________________________________________________________
 GC2441* NAD 83(1995)-  36 34 10.99814(N)    087 02 07.85933(W)     ADJUSTED  
 GC2441* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 GC2441  ___________________________________________________________________
 GC2441  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GC2441  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2441
 GC2441  HORZ ORDER  -  THIRD
 GC2441
 GC2441.The horizontal coordinates were established by classical geodetic methods
 GC2441.and adjusted by the National Geodetic Survey in April 1999..
 GC2441
 GC2441.The orthometric height was scaled from a topographic map.
 GC2441
 GC2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2441
 GC2441.The geoid height was determined by GEOID03.
 GC2441
 GC2441;                    North         East     Units Scale Factor Converg.
 GC2441;SPC TN       -   248,623.535   507,309.063   MT  1.00003073   -0 36 22.4
 GC2441;SPC TN       -   815,692.38  1,664,396.48   sFT  1.00003073   -0 36 22.4
 GC2441;UTM  16      - 4,047,142.519   496,822.166   MT  0.99960012   -0 01 16.2
 GC2441
 GC2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2441!SPC TN       -   0.99997468  x   1.00003073  =   1.00000541
 GC2441!UTM  16      -   0.99997468  x   0.99960012  =   0.99957481
 GC2441
 GC2441|---------------------------------------------------------------------|
 GC2441| PID    Reference Object                     Distance      Geod. Az  |
 GC2441|                                                           dddmmss.s |
 GC2441| CG5428 ADAMS RM 1                           28.634 METERS 08224     |
 GC2441| GC2414 DUNN 2                              APPROX. 5.8 KM 1115348.2 |
 GC2441| CG5427 ADAMS AZ MK                                        1824720.3 |
 GC2441| CG5429 ADAMS RM 2                           27.452 METERS 32716     |
 GC2441|---------------------------------------------------------------------|
 GC2441
 GC2441                          SUPERSEDED SURVEY CONTROL
 GC2441
 GC2441  NAD 83(1995)-  36 34 10.99892(N)    087 02 07.86150(W) AD(       ) 3
 GC2441  NAD 83(1995)-  36 34 11.00066(N)    087 02 07.86556(W) AD(       ) 3
 GC2441  NAD 83(1986)-  36 34 11.00704(N)    087 02 07.86426(W) AD(       ) 3
 GC2441  NAD 27      -  36 34 10.84800(N)    087 02 07.85700(W) AD(       ) 3
 GC2441
 GC2441.Superseded values are not recommended for survey control.
 GC2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2441.See file dsdata.txt to determine how the superseded data were derived.
 GC2441
 GC2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9682247143(NAD 83)
 GC2441_MARKER: DS = TRIANGULATION STATION DISK
 GC2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2441
 GC2441  HISTORY     - Date     Condition        Report By
 GC2441  HISTORY     - 1953     MONUMENTED       CGS
 GC2441
 GC2441                          STATION DESCRIPTION
 GC2441
 GC2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2441'STATION IS LOCATED ON THE PROPERTY OF VICTOR BAGGETT ALONG THE SOUTH
 GC2441'SIDE OF U.S. HIGHWAY 41 ABOUT 12 MILES NORTHWEST OF SPRINGFIELD AND
 GC2441'ABOUT 2 MILES SOUTHEAST OF ADAMS. IT IS 97 FEET SOUTHWEST OF A WHITE
 GC2441'WITNESS POST, 81 FEET SOUTH OF THE INTERSECTION OF HIGHWAY 41 AND A
 GC2441'GRAVEL ROAD, 47 FEET EAST OF THE NORTHEAST CORNER OF A SHED AND 26
 GC2441'FEET WEST OF THE CENTER OF THE GRAVEL ROAD. THE MARK IS FLUSH AND
 GC2441'THE DISK IS STAMPED ADAMS 1953.
 GC2441'
 GC2441'REFERENCE MARK NO. 1 IS 64 FEET EAST OF THE CENTER OF THE GRAVEL
 GC2441'ROAD, 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 3 FEET WEST OF
 GC2441'A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 GC2441'IS STAMPED ADAMS NO 1 1953.
 GC2441'
 GC2441'REFERENCE MARK NO. 2 IS 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC2441'THE SHED, 37 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 19
 GC2441'FEET SOUTHEAST OF A POWER POLE. THE MARK IS FLUSH AND THE DISK IS
 GC2441'STAMPED ADAMS NO 2 1953.
 GC2441'
 GC2441'AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 2
 GC2441'FEET NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT
 GC2441'2 INCHES AND THE DISK IS STAMPED ADAMS 1953.
 GC2441'
 GC2441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 GC2441'HIGHWAY 76 IN ADAMS, GO SOUTHEAST ON HIGHWAY 41 FOR 1.95 MILES TO A
 GC2441'GRAVEL ROAD RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC2441'
 GC2441'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVEL
 GC2441'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2441'
 GC2441'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0414 ***********************************************************************
 FE0414  DESIGNATION -  ADAMS AZ MK
 FE0414  PID         -  FE0414
 FE0414  STATE/COUNTY-  TN/MCNAIRY
 FE0414  USGS QUAD   -  STANTONVILLE (1992)
 FE0414
 FE0414                         *CURRENT SURVEY CONTROL
 FE0414  ___________________________________________________________________
 FE0414* NAD 83(1986)-  35 14 09.     (N)    088 23 41.     (W)     SCALED    
 FE0414* NAVD 88     -       156.965  (meters)     514.98   (feet)  ADJUSTED  
 FE0414  ___________________________________________________________________
 FE0414  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0414  DYNAMIC HT  -         156.822 (meters)     514.51  (feet)  COMP
 FE0414  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FE0414
 FE0414  VERT ORDER  -  SECOND    CLASS 0
 FE0414
 FE0414.The horizontal coordinates were scaled from a topographic map and have
 FE0414.an estimated accuracy of +/- 6 seconds.
 FE0414
 FE0414.The orthometric height was determined by differential leveling
 FE0414.and adjusted by the National Geodetic Survey in June 1991..
 FE0414
 FE0414.The geoid height was determined by GEOID03.
 FE0414
 FE0414.The dynamic height is computed by dividing the NAVD 88
 FE0414.geopotential number by the normal gravity value computed on the
 FE0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0414.degrees latitude (g = 980.6199 gals.).
 FE0414
 FE0414.The modeled gravity was interpolated from observed gravity values.
 FE0414
 FE0414;                    North         East    Units  Estimated Accuracy
 FE0414;SPC TN       -   102,800.      382,040.      MT  (+/- 180 meters Scaled)
 FE0414
 FE0414                          SUPERSEDED SURVEY CONTROL
 FE0414
 FE0414  NGVD 29 (??/??/??)  156.966  (m)          514.98   (f) ADJUSTED    2 0
 FE0414
 FE0414.Superseded values are not recommended for survey control.
 FE0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0414.See file dsdata.txt to determine how the superseded data were derived.
 FE0414
 FE0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE730000(NAD 83)
 FE0414_MARKER: DZ = AZIMUTH MARK DISK
 FE0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0414_STAMPING: ADAMS AZI 1962
 FE0414_MARK LOGO: TNHD  
 FE0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0414+STABILITY: SURFACE MOTION
 FE0414
 FE0414  HISTORY     - Date     Condition        Report By
 FE0414  HISTORY     - 1962     MONUMENTED       TNHD
 FE0414
 FE0414                          STATION DESCRIPTION
 FE0414
 FE0414'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0414'AT ADAMSVILLE.
 FE0414'FROM THE POST OFFICE IN ADAMSVILLE GO WEST ON U.S. HIGHWAY 64
 FE0414'FOR 0.1 MILE TO A FORK IN THE ROAD AND BAPTIST ROAD INTERSECTING
 FE0414'WITH THE RIGHT HAND BRANCH OF THE FORK.  GO NORTH ON BAPTIST
 FE0414'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.  THE
 FE0414'MARK IS LOCATED 25 FEET SOUTHEAST OF A POWER POLE, 35 FEET
 FE0414'SOUTHWEST OF AN 18 INCH OAK TREE AND 19 FEET NORTHWEST OF THE
 FE0414'CENTERLINE OF BAPTIST ROAD.  (AT THIS POINT BAPTIST ROAD IS A
 FE0414'CURVING 90 DEGREE TURN TO THE RIGHT AND THE MEASUREMENT WAS
 FE0414'TAKEN FROM THE CENTER OF THE CURVE) THE MARK IS A STANDARD
 FE0414'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0414'CONCRETE SQUARE, FLUSH MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0413 ***********************************************************************
 FE0413  DESIGNATION -  ADAMS RM 1
 FE0413  PID         -  FE0413
 FE0413  STATE/COUNTY-  TN/MCNAIRY
 FE0413  USGS QUAD   -  STANTONVILLE (1992)
 FE0413
 FE0413                         *CURRENT SURVEY CONTROL
 FE0413  ___________________________________________________________________
 FE0413* NAD 83(1986)-  35 14 08.     (N)    088 23 40.     (W)     SCALED    
 FE0413* NAVD 88     -       156.007  (meters)     511.83   (feet)  ADJUSTED  
 FE0413  ___________________________________________________________________
 FE0413  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0413  DYNAMIC HT  -         155.866 (meters)     511.37  (feet)  COMP
 FE0413  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FE0413
 FE0413  VERT ORDER  -  SECOND    CLASS 0
 FE0413
 FE0413.The horizontal coordinates were scaled from a topographic map and have
 FE0413.an estimated accuracy of +/- 6 seconds.
 FE0413
 FE0413.The orthometric height was determined by differential leveling
 FE0413.and adjusted by the National Geodetic Survey in June 1991..
 FE0413
 FE0413.The geoid height was determined by GEOID03.
 FE0413
 FE0413.The dynamic height is computed by dividing the NAVD 88
 FE0413.geopotential number by the normal gravity value computed on the
 FE0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0413.degrees latitude (g = 980.6199 gals.).
 FE0413
 FE0413.The modeled gravity was interpolated from observed gravity values.
 FE0413
 FE0413;                    North         East    Units  Estimated Accuracy
 FE0413;SPC TN       -   102,770.      382,070.      MT  (+/- 180 meters Scaled)
 FE0413
 FE0413                          SUPERSEDED SURVEY CONTROL
 FE0413
 FE0413  NGVD 29 (??/??/??)  156.009  (m)          511.84   (f) ADJUSTED    2 0
 FE0413
 FE0413.Superseded values are not recommended for survey control.
 FE0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0413.See file dsdata.txt to determine how the superseded data were derived.
 FE0413
 FE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE731000(NAD 83)
 FE0413_MARKER: DR = REFERENCE MARK DISK
 FE0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0413_STAMPING: ADAMS RM-1 1962
 FE0413_MARK LOGO: TNHD  
 FE0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0413+STABILITY: SURFACE MOTION
 FE0413
 FE0413  HISTORY     - Date     Condition        Report By
 FE0413  HISTORY     - 1962     MONUMENTED       TNHD
 FE0413
 FE0413                          STATION DESCRIPTION
 FE0413
 FE0413'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0413'AT ADAMSVILLE.
 FE0413'THIS MARK IS LOCATED AT THE ADAMS 1962 STATION SITE, 1.3 FEET
 FE0413'WEST OF A POWER POLE, 18 FEET EAST OF THE CENTERLINE OF BAPTIST
 FE0413'ROAD AND 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST
 FE0413'WING OF THE ADAMSVILLE BAPTIST CHURCH.  THE MARK IS A STANDARD
 FE0413'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0413'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0411 ***********************************************************************
 FE0411  DESIGNATION -  ADAMS RM 2
 FE0411  PID         -  FE0411
 FE0411  STATE/COUNTY-  TN/MCNAIRY
 FE0411  USGS QUAD   -  STANTONVILLE (1992)
 FE0411
 FE0411                         *CURRENT SURVEY CONTROL
 FE0411  ___________________________________________________________________
 FE0411* NAD 83(1986)-  35 14 11.     (N)    088 23 40.     (W)     SCALED    
 FE0411* NAVD 88     -       157.508  (meters)     516.76   (feet)  ADJUSTED  
 FE0411  ___________________________________________________________________
 FE0411  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0411  DYNAMIC HT  -         157.365 (meters)     516.29  (feet)  COMP
 FE0411  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FE0411
 FE0411  VERT ORDER  -  SECOND    CLASS 0
 FE0411
 FE0411.The horizontal coordinates were scaled from a topographic map and have
 FE0411.an estimated accuracy of +/- 6 seconds.
 FE0411
 FE0411.The orthometric height was determined by differential leveling
 FE0411.and adjusted by the National Geodetic Survey in June 1991..
 FE0411
 FE0411.The geoid height was determined by GEOID03.
 FE0411
 FE0411.The dynamic height is computed by dividing the NAVD 88
 FE0411.geopotential number by the normal gravity value computed on the
 FE0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0411.degrees latitude (g = 980.6199 gals.).
 FE0411
 FE0411.The modeled gravity was interpolated from observed gravity values.
 FE0411
 FE0411;                    North         East    Units  Estimated Accuracy
 FE0411;SPC TN       -   102,860.      382,070.      MT  (+/- 180 meters Scaled)
 FE0411
 FE0411                          SUPERSEDED SURVEY CONTROL
 FE0411
 FE0411  NGVD 29 (??/??/??)  157.510  (m)          516.76   (f) ADJUSTED    2 0
 FE0411
 FE0411.Superseded values are not recommended for survey control.
 FE0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0411.See file dsdata.txt to determine how the superseded data were derived.
 FE0411
 FE0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE731001(NAD 83)
 FE0411_MARKER: DR = REFERENCE MARK DISK
 FE0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0411_STAMPING: ADAMS RM-2 1962
 FE0411_MARK LOGO: TNHD  
 FE0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0411+STABILITY: SURFACE MOTION
 FE0411
 FE0411  HISTORY     - Date     Condition        Report By
 FE0411  HISTORY     - 1962     MONUMENTED       TNHD
 FE0411
 FE0411                          STATION DESCRIPTION
 FE0411
 FE0411'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0411'AT ADAMSVILLE.
 FE0411'THIS MARK IS LOCATED AT THE ADAMS 1962 STATION SITE, 30 FEET
 FE0411'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PORCH OF A WHITE
 FE0411'FRAME HOUSE, 19 FEET EAST OF THE CENTERLINE OF A DRIVEWAY AND
 FE0411'23 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD.  THE MARK IS A
 FE0411'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FE0411'10-INCH CONCRETE, SQUARE, FLUSH MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2261 ***********************************************************************
 FE2261  DESIGNATION -  ADAMSVILLE MUNICIPAL TANK
 FE2261  PID         -  FE2261
 FE2261  STATE/COUNTY-  TN/MCNAIRY
 FE2261  USGS QUAD   -  STANTONVILLE (1992)
 FE2261
 FE2261                         *CURRENT SURVEY CONTROL
 FE2261  ___________________________________________________________________
 FE2261* NAD 83(1995)-  35 13 55.13031(N)    088 22 52.39764(W)     ADJUSTED  
 FE2261* NAVD 88     -                                                        
 FE2261  ___________________________________________________________________
 FE2261  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FE2261  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE2261
 FE2261  HORZ ORDER  -  THIRD
 FE2261
 FE2261.The horizontal coordinates were established by classical geodetic methods
 FE2261.and adjusted by the National Geodetic Survey in April 1999..
 FE2261
 FE2261
 FE2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2261
 FE2261.The geoid height was determined by GEOID03.
 FE2261
 FE2261;                    North         East     Units Scale Factor Converg.
 FE2261;SPC TN       -   102,342.277   383,258.607   MT  1.00000323   -1 23 38.6
 FE2261;SPC TN       -   335,767.95  1,257,407.61   sFT  1.00000323   -1 23 38.6
 FE2261;UTM  16      - 3,899,643.385   374,313.888   MT  0.99979468   -0 47 48.9
 FE2261
 FE2261                          SUPERSEDED SURVEY CONTROL
 FE2261
 FE2261  NAD 83(1995)-  35 13 55.13283(N)    088 22 52.39881(W) AD(       ) 4
 FE2261  NAD 83(1995)-  35 13 55.13348(N)    088 22 52.39816(W) AD(       ) 4
 FE2261  NAD 83(1995)-  35 13 55.13831(N)    088 22 52.39835(W) AD(       ) 4
 FE2261  NAD 83(1986)-  35 13 55.13940(N)    088 22 52.39818(W) AD(       ) 4
 FE2261  NAD 27      -  35 13 54.84600(N)    088 22 52.25200(W) AD(       ) 3
 FE2261
 FE2261.Superseded values are not recommended for survey control.
 FE2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2261.See file dsdata.txt to determine how the superseded data were derived.
 FE2261
 FE2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7431499643(NAD 83)
 FE2261_MARKER: 53 = ELEVATED TANK
 FE2261
 FE2261  HISTORY     - Date     Condition        Report By
 FE2261  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FE2261
 FE2261                          STATION DESCRIPTION
 FE2261
 FE2261'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE2261'THE STATION IS LOCATED 0.5 MILE SOUTHEAST OF THE POST OFFICE IN
 FE2261'ADAMSVILLE ON CITY PARK PROPERTY. IT IS A 4 LEGGED STEEL
 FE2261'STRUCTURE ABOUT 150 FEET HIGH. THE ENTIRE STRUCTURE IS PAINTED
 FE2261'ALUMINUM WITH BLACK LETTERING ADAMSVILLE ON THE SIDE
 FE2261'OF THE TANK. THE POINT INTERSECTED WAS THE STEEL BALL AT THE TOP.
 FE2261'
 FE2261'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO 1.2 MILE
 FE2261'EAST ON STATE ROUTE 15 TO WALNUT STREET ON THE RIGHT, TURN
 FE2261'RIGHT, AND GO 0.1 MILE SOUTH ON WALNUT STREET TO THE WATER TANK ON
 FE2261'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0554 ***********************************************************************
 FD0554  DESIGNATION -  AENON
 FD0554  PID         -  FD0554
 FD0554  STATE/COUNTY-  TN/WILLIAMSON
 FD0554  USGS QUAD   -  BETHESDA (1982)
 FD0554
 FD0554                         *CURRENT SURVEY CONTROL
 FD0554  ___________________________________________________________________
 FD0554* NAD 83(1995)-  35 46 26.24204(N)    086 51 46.04276(W)     ADJUSTED  
 FD0554* NAVD 88     -       246.984  (meters)     810.31   (feet)  ADJUSTED  
 FD0554  ___________________________________________________________________
 FD0554  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FD0554  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD0554  DYNAMIC HT  -         246.765 (meters)     809.59  (feet)  COMP
 FD0554  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD0554
 FD0554  HORZ ORDER  -  SECOND
 FD0554  VERT ORDER  -  SECOND    CLASS 0
 FD0554
 FD0554.The horizontal coordinates were established by classical geodetic methods
 FD0554.and adjusted by the National Geodetic Survey in April 1999..
 FD0554
 FD0554.The orthometric height was determined by differential leveling
 FD0554.and adjusted by the National Geodetic Survey in June 1991..
 FD0554
 FD0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0554
 FD0554.The geoid height was determined by GEOID03.
 FD0554
 FD0554.The dynamic height is computed by dividing the NAVD 88
 FD0554.geopotential number by the normal gravity value computed on the
 FD0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0554.degrees latitude (g = 980.6199 gals.).
 FD0554
 FD0554.The modeled gravity was interpolated from observed gravity values.
 FD0554
 FD0554;                    North         East     Units Scale Factor Converg.
 FD0554;SPC TN       -   160,179.440   521,991.302   MT  0.99994895   -0 30 18.4
 FD0554;SPC TN       -   525,522.05  1,712,566.46   sFT  0.99994895   -0 30 18.4
 FD0554;UTM  16      - 3,958,886.037   512,401.640   MT  0.99960190   +0 04 48.8
 FD0554
 FD0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0554!SPC TN       -   0.99996568  x   0.99994895  =   0.99991463
 FD0554!UTM  16      -   0.99996568  x   0.99960190  =   0.99956759
 FD0554
 FD0554|---------------------------------------------------------------------|
 FD0554| PID    Reference Object                     Distance      Geod. Az  |
 FD0554|                                                           dddmmss.s |
 FD0554| FD0555 AENON RM 1                           19.819 METERS 08918     |
 FD0554| FD0556 AENON RM 2                           20.745 METERS 26547     |
 FD0554| FD0553 AENON AZ MK                                        3585407.0 |
 FD0554|---------------------------------------------------------------------|
 FD0554
 FD0554                          SUPERSEDED SURVEY CONTROL
 FD0554
 FD0554  NAD 83(1995)-  35 46 26.24453(N)    086 51 46.04386(W) AD(       ) 2
 FD0554  NAD 83(1986)-  35 46 26.25292(N)    086 51 46.04457(W) AD(       ) 2
 FD0554  NAD 27      -  35 46 26.00660(N)    086 51 46.04240(W) AD(       ) 2
 FD0554  NGVD 29 (??/??/92)  246.958  (m)          810.23   (f) ADJ UNCH    2 0
 FD0554
 FD0554.Superseded values are not recommended for survey control.
 FD0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0554.See file dsdata.txt to determine how the superseded data were derived.
 FD0554
 FD0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1240258886(NAD 83)
 FD0554_MARKER: DE = TRAVERSE STATION DISK
 FD0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0554_STAMPING: AENON 1960
 FD0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0554+STABILITY: SURFACE MOTION
 FD0554
 FD0554  HISTORY     - Date     Condition        Report By
 FD0554  HISTORY     - 1960     MONUMENTED       CGS
 FD0554  HISTORY     - 1960     GOOD             CGS
 FD0554
 FD0554                          STATION DESCRIPTION
 FD0554
 FD0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0554'THE STATION IS LOCATED ON THE PROPERTY OF MRS J B CRUTCHER, ABOUT 10
 FD0554'MILES SOUTH OF FRANKLIN,
 FD0554'4 MILES NORTHEAST OF SPRING HILL AND ALONG THE NORTH
 FD0554'EDGE OF AN OPEN FIELD WHICH IS ABOUT
 FD0554'THE HIGHEST POINT IN THE
 FD0554'VICINITY.
 FD0554'
 FD0554'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 31 AND 431 AND
 FD0554'THE POST OFFICE IN
 FD0554'FRANKLIN, GO SOUTHEAST AND SOUTH ON U S HIGHWAY 431 FOR
 FD0554'10.0 MILES TO A SIDE ROAD
 FD0554'RIGHT, (THOMPSON STA RD) TURN RIGHT, WEST,
 FD0554'FOR 1.05 MILES TO A TRACK ROAD LEFT AT W L
 FD0554'FREEMANS MAIL BOX AND A
 FD0554'WHITE HOUSE ON THE RIGHT, TURN LEFT, SOUTH, FOR 0.35 MILE TO
 FD0554'THE AZIMUTH
 FD0554'MARK ON THE LEFT, CONTINUE FOR 0.4 MILE TO THE RESIDENCE OF
 FD0554'MRS J B CRUTCHER AND END
 FD0554'OF TRUCK TRAVEL.  PACK SOUTH ABOUT 0.4 MILE
 FD0554'TO ABOUT THE HIGHEST POINT AND STATION.
 FD0554'
 FD0554'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED AENON 1960.  THE
 FD0554'DISK IS CEMENTED IN A
 FD0554'10-INCH SQUARE CONCRETE POST WHICH IS FLUSH.  IT IS 3.6
 FD0554'FEET SOUTH OF AN EAST-WEST FENCE
 FD0554'AND 2.5 FEET SOUTH OF A WITNESS
 FD0554'SIGN.
 FD0554'
 FD0554'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 FD0554'36 INCHES BELOW THE
 FD0554'SURFACE AND IS STAMPED AENON 1960.
 FD0554'
 FD0554'REFERENCE MARK NO 1 IS STAMPED AENON NO 1 1960 AND IS SET FLUSH.  IT
 FD0554'IS 5.5 FEET SOUTH OF AN
 FD0554'EAST-WEST FENCE AND 5 FEET SOUTHWEST OF A 12-INCH
 FD0554'TREE STUMP.
 FD0554'
 FD0554'REFERENCE MARK NO 2 IS STAMPED AENON NO 2 1960 AND IS SET FLUSH.  IT
 FD0554'IS 4 FEET SOUTH OF AN
 FD0554'EAST-WEST FENCE AND ABOUT THE SAME ELEVATION AS THE
 FD0554'STATION MARK.
 FD0554'
 FD0554'THE AZIMUTH MARK IS STAMPED AENON 1960 AND IS SET FLUSH.  IT IS 10
 FD0554'FEET EAST OF THE CENTER OF A
 FD0554'TRACK ROAD, 2.2 FEET SOUTHEAST OF A WITNESS SIGN AND
 FD0554'1 FOOT SOUTHEAST OF A FENCE CORNER
 FD0554'POST.
 FD0554'
 FD0554'HEIGHT OF LIGHT ABOVE STATION MARK 21.9 METERS.
 FD0554
 FD0554                          STATION RECOVERY (1960)
 FD0554
 FD0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0554'5.1 MI NE FROM SPRING HILL.
 FD0554'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0554'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 3.6
 FD0554'MILES EAST ON DUPLEX ROAD, THEN 1.5 MILES NORTH ON INTERSTATE
 FD0554'HIGHWAY 65.  THE STATION MARK IS LOCATED ON THE HIGHEST POINT
 FD0554'OF A HILL ABOUT 400 FT. EAST OF THE INTERSTATE HIGHWAY, 3.6
 FD0554'FT. SOUTH OF A FENCE AND 2.5 FT. SOUTH OF A WITNESS SIGN.  THE
 FD0554'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0554'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0553 ***********************************************************************
 FD0553  DESIGNATION -  AENON AZ MK
 FD0553  PID         -  FD0553
 FD0553  STATE/COUNTY-  TN/WILLIAMSON
 FD0553  USGS QUAD   -  BETHESDA (1982)
 FD0553
 FD0553                         *CURRENT SURVEY CONTROL
 FD0553  ___________________________________________________________________
 FD0553* NAD 83(1986)-  35 47 05.     (N)    086 51 46.     (W)     SCALED    
 FD0553* NAVD 88     -       249.342  (meters)     818.05   (feet)  ADJUSTED  
 FD0553  ___________________________________________________________________
 FD0553  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD0553  DYNAMIC HT  -         249.121 (meters)     817.32  (feet)  COMP
 FD0553  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0553
 FD0553  VERT ORDER  -  SECOND    CLASS 0
 FD0553
 FD0553.The horizontal coordinates were scaled from a topographic map and have
 FD0553.an estimated accuracy of +/- 6 seconds.
 FD0553
 FD0553.The orthometric height was determined by differential leveling
 FD0553.and adjusted by the National Geodetic Survey in June 1991..
 FD0553
 FD0553.The geoid height was determined by GEOID03.
 FD0553
 FD0553.The dynamic height is computed by dividing the NAVD 88
 FD0553.geopotential number by the normal gravity value computed on the
 FD0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0553.degrees latitude (g = 980.6199 gals.).
 FD0553
 FD0553.The modeled gravity was interpolated from observed gravity values.
 FD0553
 FD0553;                    North         East    Units  Estimated Accuracy
 FD0553;SPC TN       -   161,370.      522,000.      MT  (+/- 180 meters Scaled)
 FD0553
 FD0553                          SUPERSEDED SURVEY CONTROL
 FD0553
 FD0553  NGVD 29 (??/??/92)  249.317  (m)          817.97   (f) ADJ UNCH    2 0
 FD0553
 FD0553.Superseded values are not recommended for survey control.
 FD0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0553.See file dsdata.txt to determine how the superseded data were derived.
 FD0553
 FD0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE124600(NAD 83)
 FD0553_MARKER: DZ = AZIMUTH MARK DISK
 FD0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0553_STAMPING: AENON 1960
 FD0553_MARK LOGO: CGS   
 FD0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0553+STABILITY: SURFACE MOTION
 FD0553
 FD0553  HISTORY     - Date     Condition        Report By
 FD0553  HISTORY     - 1960     MONUMENTED       CGS
 FD0553  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0553
 FD0553                          STATION DESCRIPTION
 FD0553
 FD0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0553'5.9 MI NE FROM SPRING HILL.
 FD0553'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0553'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0553'3.6 MILES EAST ON DUPLEX ROAD, THEN 2.3 MILES NORTH ON INTERSTATE
 FD0553'HIGHWAY 65.  THE AZIMUTH MARK IS 10 FT. EAST OF THE CENTER OF
 FD0553'A TRACK ROAD, 2.2 FT. SOUTHEAST OF A WITNESS SIGN AND 1 FT.
 FD0553'SOUTHEAST OF A FENCE CORNER POST.  THE DISK IS SET IN TOP OF
 FD0553'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FD0553
 FD0553                          STATION RECOVERY (1979)
 FD0553
 FD0553'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0555 ***********************************************************************
 FD0555  DESIGNATION -  AENON RM 1
 FD0555  PID         -  FD0555
 FD0555  STATE/COUNTY-  TN/WILLIAMSON
 FD0555  USGS QUAD   -  BETHESDA (1982)
 FD0555
 FD0555                         *CURRENT SURVEY CONTROL
 FD0555  ___________________________________________________________________
 FD0555* NAD 83(1986)-  35 46 26.     (N)    086 51 46.     (W)     SCALED    
 FD0555* NAVD 88     -       247.168  (meters)     810.92   (feet)  ADJUSTED  
 FD0555  ___________________________________________________________________
 FD0555  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD0555  DYNAMIC HT  -         246.949 (meters)     810.20  (feet)  COMP
 FD0555  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD0555
 FD0555  VERT ORDER  -  SECOND    CLASS 0
 FD0555
 FD0555.The horizontal coordinates were scaled from a topographic map and have
 FD0555.an estimated accuracy of +/- 6 seconds.
 FD0555
 FD0555.The orthometric height was determined by differential leveling
 FD0555.and adjusted by the National Geodetic Survey in June 1991..
 FD0555
 FD0555.The geoid height was determined by GEOID03.
 FD0555
 FD0555.The dynamic height is computed by dividing the NAVD 88
 FD0555.geopotential number by the normal gravity value computed on the
 FD0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0555.degrees latitude (g = 980.6199 gals.).
 FD0555
 FD0555.The modeled gravity was interpolated from observed gravity values.
 FD0555
 FD0555;                    North         East    Units  Estimated Accuracy
 FD0555;SPC TN       -   160,170.      521,990.      MT  (+/- 180 meters Scaled)
 FD0555
 FD0555                          SUPERSEDED SURVEY CONTROL
 FD0555
 FD0555  NGVD 29 (??/??/92)  247.142  (m)          810.83   (f) ADJ UNCH    2 0
 FD0555
 FD0555.Superseded values are not recommended for survey control.
 FD0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0555.See file dsdata.txt to determine how the superseded data were derived.
 FD0555
 FD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE124588(NAD 83)
 FD0555_MARKER: DR = REFERENCE MARK DISK
 FD0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0555_STAMPING: AENON NO 1 1960
 FD0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0555+STABILITY: SURFACE MOTION
 FD0555
 FD0555  HISTORY     - Date     Condition        Report By
 FD0555  HISTORY     - 1960     MONUMENTED       CGS
 FD0555
 FD0555                          STATION DESCRIPTION
 FD0555
 FD0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0555'5.1 MI NE FROM SPRING HILL.
 FD0555'THIS MARK IS LOCATED AT THE AENON 1960 STATION SITE, 65 FT.
 FD0555'EAST OF THE STATION MARK, 5.5 FT. SOUTH OF A FENCE AND 5 FT.
 FD0555'SOUTHWEST OF A 12-INCH TREE STUMP.  THE DISK IS SET IN TOP
 FD0555'OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0556 ***********************************************************************
 FD0556  DESIGNATION -  AENON RM 2
 FD0556  PID         -  FD0556
 FD0556  STATE/COUNTY-  TN/WILLIAMSON
 FD0556  USGS QUAD   -  BETHESDA (1982)
 FD0556
 FD0556                         *CURRENT SURVEY CONTROL
 FD0556  ___________________________________________________________________
 FD0556* NAD 83(1986)-  35 46 26.     (N)    086 51 46.     (W)     SCALED    
 FD0556* NAVD 88     -       246.295  (meters)     808.05   (feet)  ADJUSTED  
 FD0556  ___________________________________________________________________
 FD0556  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD0556  DYNAMIC HT  -         246.077 (meters)     807.34  (feet)  COMP
 FD0556  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD0556
 FD0556  VERT ORDER  -  SECOND    CLASS 0
 FD0556
 FD0556.The horizontal coordinates were scaled from a topographic map and have
 FD0556.an estimated accuracy of +/- 6 seconds.
 FD0556
 FD0556.The orthometric height was determined by differential leveling
 FD0556.and adjusted by the National Geodetic Survey in June 1991..
 FD0556
 FD0556.The geoid height was determined by GEOID03.
 FD0556
 FD0556.The dynamic height is computed by dividing the NAVD 88
 FD0556.geopotential number by the normal gravity value computed on the
 FD0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0556.degrees latitude (g = 980.6199 gals.).
 FD0556
 FD0556.The modeled gravity was interpolated from observed gravity values.
 FD0556
 FD0556;                    North         East    Units  Estimated Accuracy
 FD0556;SPC TN       -   160,170.      521,990.      MT  (+/- 180 meters Scaled)
 FD0556
 FD0556                          SUPERSEDED SURVEY CONTROL
 FD0556
 FD0556  NGVD 29 (??/??/92)  246.269  (m)          807.97   (f) ADJ UNCH    2 0
 FD0556
 FD0556.Superseded values are not recommended for survey control.
 FD0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0556.See file dsdata.txt to determine how the superseded data were derived.
 FD0556
 FD0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE124588(NAD 83)
 FD0556_MARKER: DR = REFERENCE MARK DISK
 FD0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0556_STAMPING: AENON NO 2 1960
 FD0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0556+STABILITY: SURFACE MOTION
 FD0556
 FD0556  HISTORY     - Date     Condition        Report By
 FD0556  HISTORY     - 1960     MONUMENTED       CGS
 FD0556
 FD0556                          STATION DESCRIPTION
 FD0556
 FD0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0556'5.1 MI NE FROM SPRING HILL.
 FD0556'THIS MARK IS LOCATED AT THE AENON 1960 STATION SITE, 68 FT.
 FD0556'WEST OF THE STATION MARK, AND 4 FT. SOUTH OF A FENCE.  THE
 FD0556'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0556'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1878 ***********************************************************************
 FC1878  DESIGNATION -  AETNA
 FC1878  PID         -  FC1878
 FC1878  STATE/COUNTY-  TN/MARION
 FC1878  USGS QUAD   -  WAUHATCHIE (1976)
 FC1878
 FC1878                         *CURRENT SURVEY CONTROL
 FC1878  ___________________________________________________________________
 FC1878* NAD 83(1995)-  35 01 04.06948(N)    085 29 29.15320(W)     ADJUSTED  
 FC1878* NAVD 88     -       583.6    (meters)    1915.     (feet)  VERTCON   
 FC1878  ___________________________________________________________________
 FC1878  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 FC1878  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1878
 FC1878  HORZ ORDER  -  FIRST
 FC1878
 FC1878.The horizontal coordinates were established by classical geodetic methods
 FC1878.and adjusted by the National Geodetic Survey in April 1999..
 FC1878
 FC1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1878
 FC1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1878
 FC1878.The geoid height was determined by GEOID03.
 FC1878
 FC1878;                    North         East     Units Scale Factor Converg.
 FC1878;SPC TN       -    76,063.257   646,418.308   MT  1.00004909   +0 17 51.9
 FC1878;SPC TN       -   249,550.87  2,120,790.73   sFT  1.00004909   +0 17 51.9
 FC1878;SPC GA W     -   557,200.409   579,099.219   MT  1.00008009   -0 45 37.0
 FC1878;SPC GA W     - 1,828,081.68  1,899,928.02   sFT  1.00008009   -0 45 37.0
 FC1878;UTM  16      - 3,876,056.579   637,635.041   MT  0.99983347   +0 51 56.9
 FC1878
 FC1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1878!SPC TN       -   0.99991298  x   1.00004909  =   0.99996207
 FC1878!SPC GA W     -   0.99991298  x   1.00008009  =   0.99999306
 FC1878!UTM  16      -   0.99991298  x   0.99983347  =   0.99974646
 FC1878
 FC1878|---------------------------------------------------------------------|
 FC1878| PID    Reference Object                     Distance      Geod. Az  |
 FC1878|                                                           dddmmss.s |
 FC1878| FC1880 GUILD LOT                            11.220 METERS 01950     |
 FC1878| CG5432 AETNA RM 1                           26.197 METERS 02358     |
 FC1878| CG5431 AETNA AZ MK                                        0420155.2 |
 FC1878| FC1876 LOOKOUT MTN E STANDPIPE             APPROX.13.4 KM 0964737.2 |
 FC1878| CG5433 AETNA RM 2                           19.431 METERS 10816     |
 FC1878| EE2067 COVENANT                            APPROX.12.1 KM 1182908.6 |
 FC1878| EE2094 LOOKOUT MTN RAD STA WKES MAST       APPROX.12.1 KM 1204257.1 |
 FC1878| EE2092 LOOKOUT MTN RAD STA WLOM MAST       APPROX.12.3 KM 1210659.0 |
 FC1878| CG5434 AETNA RM 3                           17.458 METERS 25626     |
 FC1878| FC1879 WHITESIDE TSFS LOT SC 36              4.633 METERS 32913     |
 FC1878| CG5435 AETNA RM 4                           17.392 METERS 35459     |
 FC1878|---------------------------------------------------------------------|
 FC1878
 FC1878                          SUPERSEDED SURVEY CONTROL
 FC1878
 FC1878  NAD 83(1995)-  35 01 04.06952(N)    085 29 29.15321(W) AD(       ) 1
 FC1878  NAD 83(1995)-  35 01 04.07007(N)    085 29 29.15483(W) AD(       ) 1
 FC1878  NAD 83(1995)-  35 01 04.07102(N)    085 29 29.15245(W) AD(       ) 1
 FC1878  NAD 83(1986)-  35 01 04.07126(N)    085 29 29.15246(W) AD(       ) 1
 FC1878  NAD 27      -  35 01 03.79800(N)    085 29 29.29100(W) AD(       ) 1
 FC1878  NGVD 29 (07/19/86)  583.6    (m)         1915.     (f) VERT ANG       
 FC1878
 FC1878.Superseded values are not recommended for survey control.
 FC1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1878.See file dsdata.txt to determine how the superseded data were derived.
 FC1878
 FC1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3763576057(NAD 83)
 FC1878_MARKER: DD = SURVEY DISK
 FC1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1878
 FC1878  HISTORY     - Date     Condition        Report By
 FC1878  HISTORY     - 1934     MONUMENTED       CGS
 FC1878  HISTORY     - 1962     GOOD             CGS
 FC1878  HISTORY     - 1972     GOOD             NGS
 FC1878  HISTORY     - 1972     GOOD             NGS
 FC1878
 FC1878                          STATION DESCRIPTION
 FC1878
 FC1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1878'ABOUT 11 MILES WEST-SOUTHWEST OF CHATTANOOGA, ABOUT 1/4 OR 1/2 MILE
 FC1878'SOUTH OF NEW TENNESSEE ELECTRIC POWER CO.S HIGH-TENSION
 FC1878'LINE, AND ON HIGHEST POINT OF AETNA RIDGE KNOWN LOCALLY AS LITTLE
 FC1878'RIDGE (FIRST HIGH RIDGE WEST OF ORIGINAL AETNA MINES). TO
 FC1878'REACH FROM JUNCTION OF U.S. ROUTES 11 AND 64 ABOUT 5 MILES SOUTHWEST
 FC1878'OF CHATTONOOGA, FOLLOW ROUTE 11 SOUTH 0.7 MILE TO SIDE ROAD TO
 FC1878'RIGHT AT SIGN CUMMINGS ROAD , TURN RIGHT ONTO ASPHALT ROAD AND GO
 FC1878'0.35 MILE TO SIDE ROAD TO LEFT, TURN LEFT ACROSS OLD WOODEN BRIDGE
 FC1878'AND GO 0.05 MILE TO END OF LANE, TURN RIGHT AND FOLLOW MAIN STEEP
 FC1878'MOUNTAIN ROAD 2.35 MILES TO TOP OF MOUNTAIN, CONTINUE ON MAIN ROAD
 FC1878'5.0 MILES TO T-ROAD WITH TRIANGLE-BLAZED TREE ON LEFT, TURN LEFT
 FC1878'AND GO 1.0 MILE TO HOME OF W.I. DAVIS ON RIGHT, JUST BEYOND DAVIS
 FC1878'HOUSE TURN RIGHT AND GO AROUND BARN 0.1 MILE TO DIM WOODS ROAD TO
 FC1878'RIGHT WITH TRIANGLE-BLAZED TREE ON RIGHT, TURN RIGHT AND GO 0.25 MILE
 FC1878'TO TRIANGLE-BLAZED OAK ON RIGHT, TURN RIGHT OFF ROAD AND CROSS OLD
 FC1878'TRAM ROADBED, CONTINUE STRAIGHT AHEAD (EAST) 50 YARDS TO WELL-DEFINED
 FC1878'WOODS ROAD, TURN RIGHT ONTO WOODS ROAD AND GO 50 YARDS TO
 FC1878'TRIANGLE-BLAZED TREE ON LEFT, TURN SHARPLY TO LEFT ONTO VERY DIM
 FC1878'ROAD AND FOLLOW ALONG RIDGE UP STEEP GRADE 0.45 MILE TO
 FC1878'TRIANGLE-BLAZED TREE ON LEFT, AND GO 100 YARDS TO LEFT TO STATION
 FC1878'SITE. STATION IS 75 FEET WEST OF DIM ROAD, 22.5 FEET SOUTHEAST OF
 FC1878'TRIANGLE-BLAZED 16-INCH PINE, AND 14.1 FEET SOUTHWEST OF
 FC1878'TRIANGLE-BLAZED 14-INCH PINE.  SURFACE AND
 FC1878'UNDERGROUND MARKS ARE STANDARD STATION
 FC1878'DISKS IN CONCRETE. UPPER MARK IS FLUSH WITH SURFACE
 FC1878'OF GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FC1878'IN CONCRETE. NO. 1, PROJECTING 4 INCHES ABOVE GROUND, IS
 FC1878'9.5 FEET SOUTHWEST OF DOUBLE HICKORY TREE AND 85.95 FEET FROM STATION
 FC1878'NO. 2 IS 12 FEET WEST OF DIM ROAD AND
 FC1878'63.75 FEET FROM STATION. AZIMUTH MARK,
 FC1878'PROJECTING ABOUT 6 INCHES ABOVE GROUND, IS ABOUT 30 FEET
 FC1878'EAST-NORTHEAST OF 14-INCH HICKORY TREE, 3 FEET SOUTHEAST OF 2 SMALL
 FC1878'BLAZED OAKS, AND 120 YARDS FROM STATION.
 FC1878
 FC1878                          STATION RECOVERY (1962)
 FC1878
 FC1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1878'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FC1878'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. A
 FC1878'DISCREPANCY WAS FOUND IN THE HORIZONTAL DIRECTION TO THE AZIMUTH
 FC1878'MARK. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1878'
 FC1878'THE STATION IS LOCATED ABOUT 11 MILES WEST OF CHATTANOOGA, 3 MILES
 FC1878'EAST OF GUILD, AND ON THE HIGHEST POINT OF AETNA RIDGE AND WHAT
 FC1878'IS KNOWN LOCALLY AS LITTLE RIDGE .
 FC1878'
 FC1878'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11, 41, 64
 FC1878'AND 72 IN THE COMMUNITY OF TIFTONIA JUST WEST OF GREATER
 FC1878'CHATTANOOGA, GO SOUTHWEST ON U.S. HIGHWAY 11 FOR 2.9 MILES TO THE
 FC1878'TENNESSEE-GEORGIA STATELINE. CONTINUE SOUTHWEST ON U.S.
 FC1878'HIGHWAY 11 FOR 0.75 MILE TO GEORGIA STATE ROUTE 299 ON THE RIGHT,
 FC1878'TURN RIGHT ON STATE ROUTE 299 AND GO WESTERLY FOR 3.4 MILES TO THE
 FC1878'GEORGIA-TENNESSEE STATE LINE AND THE BEGINNING OF TENNESSEE STATE
 FC1878'ROUTE 134. HERE CONTINUE WESTERLY ON STATE ROUTE 134 FOR 2.6 MILES TO
 FC1878'AN OFFSET CROSSROAD JUST SOUTH OF THE RAILROAD STATION IN THE SMALL
 FC1878'COMMUNTIY OF WHITESIDE AND A SIGN, CLOUSE BROS. GENERAL MDSE .
 FC1878'HERE TURN RIGHT AND GO NORTH THROUGH RAILROAD UNDERPASS FOR ABOUT
 FC1878'0.05 MILE TO A T-ROAD, TURN LEFT AND GO WEST ABOUT 0.05 MILE TO A
 FC1878'SIDE ROAD ON THE RIGHT AND A RAILROAD BLOCK SIGNAL ON THE LEFT,
 FC1878'CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 1.9 MILES TO A FORK, KEEP
 FC1878'RIGHT AND GO 0.2 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD
 FC1878'AND GO 0.6 MILE TO THE STATION AND T.S.F.S. LOOKOUT TOWER SC 36 ON
 FC1878'THE LEFT.
 FC1878'
 FC1878'THE STATION MARK IS 63 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 FC1878'TRACK ROAD, 38.7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 FC1878'WOODEN BUILDING, 11.0 FEET SOUTH OF THE SOUTHEAST LEG OF LOOKOUT
 FC1878'TOWER, 9.8 FEET EAST OF THE SOUTHWEST LEG OF LOOKOUT TOWER,
 FC1878'AND 1.0 FEET EAST OF A T.V.A. METAL WITNESS POST. IT IS A STANDARD
 FC1878'DISK SET IN A ROUND CONCRETE MONUMENT, FLUSH, AND IS STAMPED AETNA
 FC1878'1934.
 FC1878'
 FC1878'REFERENCE MARK NO. 1 IS 69 FEET NORTHEAST OF THE NORTHEAST LEG OF
 FC1878'LOOKOUT TOWER AND 13 FEET SOUTHEAST OF AN 18-INCH STUMP. IT IS A
 FC1878'STANDARD DISK SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 FC1878'INCHES AND IS STAMPED AETNA NO 1 1934.
 FC1878'
 FC1878'REFERENCE MARK NO. 2 IS 10 FEET NORTHWEST OF THE APPROXIMATE CENTER
 FC1878'OF THE TRACK ROAD AND 0.7 FEET WEST OF A T.V.A.  METAL WITNESS
 FC1878'POST. IT IS A STANDARD DISK SET IN A ROUND CONCRETE MONUMENT WHICH
 FC1878'PROJECTS 7 INCHES AND IS STAMPED AETNA NO 2 1934.
 FC1878'
 FC1878'THE AZIMUTH MARK IS 125 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FC1878'TRACK ROAD AND 16 FEET SOUTHEAST OF A TWIN TRUNKED 12-INCH TREE. IT
 FC1878'IS A STANDARD REFERENCE DISK SET IN A ROUND CONCRETE MONUMENT AND IS
 FC1878'STAMPED AETNA AZI 1934.
 FC1878'
 FC1878'THE T.S.F.S. LOOKOUT TOWER SC 36 IS A 4-LEGGED WOODEN STRUCTURE, WITH
 FC1878'A GLASS ENCLOSED CAB AND THE OVER-ALL HEIGHT IS ABOUT 55 FEET. A
 FC1878'HORIZONTAL DIRECTION AND MEASUREMENT WAS OBTAINED FROM THE STATION.
 FC1878
 FC1878                          STATION RECOVERY (1972)
 FC1878
 FC1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 FC1878'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FC1878'CONDITION.  REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED DURING
 FC1878'CONSTRUCTION OF A NEW LOOKOUT TOWER, SO REFERENCE MARKS 3 AND 4
 FC1878'WERE ESTABLISHED.  THE AZIMUTH MARK IS NOT STAMPED AS PREVIOUSLY
 FC1878'DESCRIBED, BUT THE DIRECTION CHECKS THE 1962 DATA.  A NEW
 FC1878'DESCRIPTION FOLLOWS.
 FC1878'
 FC1878'THE STATION IS LOCATED ABOUT 11 MILES WEST OF CHATTANOOGA, 7
 FC1878'MILES EAST-NORTHEAST OF THE TENNESSEE-ALABAMA-GEORGIA BOUNDARY
 FC1878'CORNER, 3 MILES EAST-NORTHEAST OF EXIT 31 OF INTERSTATE HIGHWAY
 FC1878'24, ON THE SOUTH SIDE OF NICKAJACK LAKE, ON THE HIGHEST POINT OF
 FC1878'AETNA RIDGE, IN A WOODS CLEARING, ADJACENT TO A STATE FOREST
 FC1878'SERVICE LOOKOUT TOWER.
 FC1878'
 FC1878'TO REACH FROM EXIT 31 OF INTERSTATE HIGHWAY 24, ON THE SOUTH SIDE
 FC1878'OF NICKAJACK LAKE, GO NORTHEAST ON STATE HIGHWAY 156 FOR 0.3 MILE
 FC1878'TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY
 FC1878'134 FOR 2.2 MILES TO AN OVERHEAD RAILROAD BRIDGE.  CONTINUE EAST
 FC1878'ON HIGHWAY 134 FOR 1.2 MILES TO A ROAD LEFT, JUST WEST OF THE
 FC1878'CLOUSE BROTHERS GENERAL STORE WHICH HOUSES THE WHITESIDE POST
 FC1878'OFFICE.  TURN LEFT AND GO NORTH, PASSING UNDER A RAILROAD TRACK,
 FC1878'FOR 0.05 MILE TO A T-INTERSECTION.  TURN LEFT AND GO WEST ON A
 FC1878'POORLY PAVED ROAD FOR 0.05 MILE TO A ROAD RIGHT.  CONTINUE WEST
 FC1878'AND NORTH ON THE PAVED ROAD FOR 0.4 MILE TO THE END OF THE
 FC1878'PAVEMENT.  CONTINUE UPHILL, NORTHEAST ON A NARROW, RUTTED
 FC1878'DIRT ROAD FOR 1.5 MILES TO A ROAD RIGHT AT TOP OF GRADE.  KEEP
 FC1878'RIGHT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.2 MILE TO A
 FC1878'CROSSROAD.  CONTINUE NORTH FOR 0.1 MILE TO A LOCKED POLE
 FC1878'GATE.  CONTINUE NORTHERLY AND FOLLOW NARROW DIRT ROAD ALONG
 FC1878'RIDGE CREST FOR 0.5 MILE TO THE STATION AND LOOKOUT TOWER.
 FC1878'
 FC1878'STATION MARKS ARE STANDARD DISKS STAMPED AETNA 1934.  THE SURFACE
 FC1878'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FC1878'WHICH IS FLUSH WITH THE GROUND.  IT IS 66 FEET NORTHWEST OF THE
 FC1878'CENTER OF THE ROAD, 38.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 FC1878'A SMALL SHED, 34 FEET SOUTH OF THE NORTHWEST LEG OF THE TOWER,
 FC1878'AND 25 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE TOWER.
 FC1878'PREVIOUS DESCRIPTIONS STATE THAT THE UNDERGROUND DISK IS SET
 FC1878'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 FC1878'
 FC1878'REFERENCE MARK 3, A STANDARD DISK STAMPED AETNA 1934 NO 3 1971,
 FC1878'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FC1878'IS FLUSH WITH THE GROUND.  IT IS 37 FEET SOUTHWEST OF A 14-INCH
 FC1878'HICKORY TREE, 16 FEET WEST OF THE NORTHEAST CORNER OF THE SHED,
 FC1878'AND 9 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE SHED.
 FC1878'
 FC1878'REFERENCE MARK 4, A STANDARD DISK STAMPED AETNA 1934 NO 4 1971,
 FC1878'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FC1878'IS FLUSH WITH THE GROUND.  IT IS 49 FEET NORTH-NORTHEAST OF THE
 FC1878'HICKORY TREE, 22.5 FEET NORTH OF THE NORTHWEST LEG OF THE TOWER,
 FC1878'AND 20 FEET WEST-NORTHWEST OF THE NORTHEAST LEG OF THE TOWER.
 FC1878'
 FC1878'THE AZIMUTH MARK, A STANDARD DISK STAMPED ETNA 1934 AZI, IS SET IN
 FC1878'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 FC1878'6 INCHES ABOVE GROUND.  IT IS 125 FEET NORTH OF THE CENTER OF THE
 FC1878'ROAD, 16 FEET SOUTH OF A TWIN-TRUNKED TREE WITH A TRIANGULAR
 FC1878'BLAZE, AND 14 FEET WEST-NORTHWEST OF A 10-INCH HICKORY TREE WITH
 FC1878'A TRIANGULAR BLAZE.
 FC1878'
 FC1878'TO REACH THE AZIMUTH MARK, WALK NORTHEAST ABOUT 30 YARDS TO THE
 FC1878'WOODS EDGE.  CONTINUE NORTHEAST THROUGH THE WOODS FOR ABOUT 90
 FC1878'YARDS TO THE MARK AS DESCRIBED.
 FC1878'
 FC1878'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 FC1878'
 FC1878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1878'2 MILES EAST OF HALETOWN.
 FC1878
 FC1878                          STATION RECOVERY (1972)
 FC1878
 FC1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FC1878'THE STATION MARK, REFERENCE MARK NO. 3 1971, REFERENCE MARK NO. 4
 FC1878'1971 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 FC1878'CONDITION.  THE OLD REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 FC1878'UPROOTED AND THE DISK WERE RECLAIMED.  THE AZIMUTH MARK DISK WAS
 FC1878'STAMPED ETNA AZI 1934 AND THE STAMPING WAS CORRECTED TO READ
 FC1878'AETNA AZI 1934 AS STATED IN THE 1962 RECOVERY NOTE.  THE STATION
 FC1878'WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE
 FC1878'AZIMUTH MARK AND THE REFERENCE MARKS AND THE CENTER POINT ON
 FC1878'THE GROUND OF GUILD LOT (TSFS).  THE ANGLES BETWEEN THE AZIMUTH
 FC1878'MARK AND THE REFERENCE MARKS OBSERVED THIS DATE CHECKED THE
 FC1878'ANGLES OBSERVED EARLIER IN 1972 AS SHOWN ON THAT RECOVERY
 FC1878'NOTE WELL WITHIN THE REQUIRED LIMITS.  VERTICAL ANGLES WERE
 FC1878'OBSERVED UPON THE REFERENCE MARKS AND SLOPE DISTANCES
 FC1878'MEASURED, AND WHEN REDUCED TO THE HORIZONTAL A DISCREPANCY OF
 FC1878'-0.02 OF A FOOT WAS NOTED FOR BOTH THE REFERENCE MARKS, AND
 FC1878'-0.02 OF A FOOT BETWEEN THE REFERENCE MARKS, AS SHOWN IN THE
 FC1878'EARLIER 1972 RECOVERY NOTE.  A TRAVERSE TIE WAS MADE TO THE
 FC1878'CENTER POINT ON THE GROUND OF GUILD LOT (TSFS) AND THE HORIZONTAL
 FC1878'ANGLE OBSERVED THIS DATE DID NOT AGREE WITH THE EARLIER 1972
 FC1878'RECOVERY NOTE ANGLE BY + 00 DEG 31 MIN 31.6 SEC, HOWEVER,
 FC1878'THE HORIZONTAL MEASURED DISTANCE AGREED WITH THE EARLIER
 FC1878'MEASUREMENT AS SHOWN, 36.78 FEET AS OPPOSED TO 36.8 FEET AND
 FC1878'11.211 METERS AS OPPOSED TO 11.23 METERS.
 FC1878'
 FC1878'FOLLOWING IS AN UPDATED DESCRIPTION.  NOTE--THE STATION TO-REACH
 FC1878'AS WRITTEN IN EARLY 1972 IN J. L. COOKS RECOVERY NOTE IS BELIEVED
 FC1878'ADEQUATE AND CORRECT.  AT THE TIME OF THIS VISITATION THE STATION
 FC1878'COULD NOT BE REACHED IN CONVENTIONAL TYPE VEHICLE BY THIS ROUTE
 FC1878'AS THE ROAD IS VERY STEEP AND RUTTED AND IMPASSIBLE IN WET
 FC1878'WEATHER.  AN ALL WEATHER STATION TO-REACH IS ALSO GIVEN.
 FC1878'
 FC1878'THE STATION IS LOCATED ABOUT 11 MILES WEST OF CHATTANOOGA, 7
 FC1878'MILES EAST-NORTHEAST OF THE TENNESSEE-ALABAMA-GEORGIA BOUNDARY
 FC1878'CORNER, 3 MILES EAST-NORTHEAST OF EXIT 31 OF INTERSTATE ROUTE 24
 FC1878'ON THE SOUTH SIDE OF NICKAJACK LAKE, ON THE HIGHEST POINT OF
 FC1878'AETNA RIDGE, AND IN A CLEARING ADJACENT TO THE GUILD LOOKOUT
 FC1878'TOWER OF THE TENNESSEE STATE FOREST SERVICE.
 FC1878'
 FC1878'TO REACH THE STATION FROM THE INTERSTATE ROUTE 24 AND STATE ROUTE
 FC1878'156 (EXIT 31) INTERCHANGE ON THE SOUTH SIDE OF NICKAJACK LAKE ON
 FC1878'THE TENNESSEE RIVER, GO NORTHEASTERLY ON STATE ROUTE 146 FOR 0.4
 FC1878'OF A MILE TO STATE ROUTE 134 ON THE RIGHT.  HERE TURN RIGHT ON
 FC1878'STATE ROUTE 134 AND GO SOUTHEASTERLY FOR 1.8 MILES TO A PAVED
 FC1878'ROAD ON THE LEFT AND A LARGE SIGN AETNA MOUNTAIN RECREATION AREA
 FC1878'2-1/2 MILES.  HERE TURN LEFT AND GO NORTH, WEST, NORTH, AND EAST
 FC1878'ON A WINDING MOUNTAIN ROAD FOR 2.4 MILES TO A T CROSSROAD AND
 FC1878'THE ENTRANCE INTO THE RECREATION AREA.  HERE TURN RIGHT AND
 FC1878'GO SOUTHERLY, EAST, AND NORTHEASTERLY IN A LARGE LOOP ON
 FC1878'MORGAN POINT ROAD FOR 2.4 MILES TO A T ROAD LEFT, KEEP RIGHT AND
 FC1878'CONTINUE NORTHEASTERLY AND EAST FOR 0.7 OF A MILE TO A T
 FC1878'CROSSROAD.  HERE TURN RIGHT AND GO SOUTHERLY ON A GRADED ROAD
 FC1878'FOR 0.2 OF A MILE TO A T ROAD LEFT, KEEP RIGHT AND CONTINUE
 FC1878'SOUTHERLY FOR 0.45 OF A MILE TO A GROUP OF FARM BUILDINGS ON THE
 FC1878'RIGHT, CONTINUE SOUTHERLY AND SOUTHEASTERLY FOR 1.15 MILES TO A
 FC1878'FORK AND SIGN POST ON THE LEFT AETNA MOUNTAIN ROAD SMALL
 FC1878'ISLAND BYPASS.  HERE KEEP LEFT FORK, EASTERLY, FOR 0.15 OF A MILE
 FC1878'TO A TRACK ROAD LEFT, TURN LEFT ON THIS TRACK ROAD AND GO
 FC1878'NORTHERLY UP A STEEP HILL FOR 0.05 OF A MILE TO A LOCKED
 FC1878'PIPE-POLE GATE*(KEY NEEDED).  PASS THROUGH THIS GATE AND
 FC1878'CONTINUE IN A GENERAL NORTHERLY AND NORTHEASTERLY
 FC1878'DIRECTION ALONG A NARROW RIDGE ROAD FOR 0.55 OF A MILE TO A
 FC1878'LOOKOUT TOWER AND THE STATION AS DESCRIBED.  *THIS KEY CAN BE
 FC1878'OBTAINED BY CONTACTING DISTRICT FORESTER HAROLD CARDIN, P.O. BOX
 FC1878'166, HIXON, TENN. 37343.
 FC1878'
 FC1878'THE STATION IS 65 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER
 FC1878'OF A TRACK ROAD, 41 FEET EAST OF THE NORTH CORNER OF A SMALL SHED,
 FC1878'39 FEET NORTHEAST OF THE EAST CORNER OF THE SMALL SHED, 35.5 FEET
 FC1878'EAST-SOUTHEAST OF A LONE 18-INCH HICKORY TREE, 34.6 FEET SOUTH
 FC1878'OF THE WEST LEG OF THE LOOKOUT TOWER, 25.7 FEET SOUTHWEST OF THE
 FC1878'SOUTH LEG OF THE LOOKOUT TOWER, AND 24 FEET SOUTH-SOUTHEAST OF
 FC1878'THE SOUTH EDGE OF SMALL GREEN SHED.  IT IS A STANDARD DISK SET
 FC1878'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 1 INCH
 FC1878'BELOW THE GROUND AND THE DISK IS STAMPED AETNA 1934.
 FC1878'
 FC1878'REFERENCE MARK NO. 3 IS 37.5 FEET SOUTHWEST OF THE 18-INCH HICKORY
 FC1878'TREE, 15.8 FEET WEST OF THE NORTH CORNER OF THE SMALL SHED, 9.4
 FC1878'FEET WEST-NORTHWEST OF THE WEST CORNER OF THE SMALL SHED, AND
 FC1878'ABOUT LEVEL WITH THE STATION.  IT IS A STANDARD DISK SET IN THE
 FC1878'TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC1878'STAMPED AETNA 1934 NO 3 1971.
 FC1878'
 FC1878'REFERENCE MARK NO. 4 IS 49 FEET NORTH-NORTHEAST OF THE 18-INCH
 FC1878'HICKORY TREE, 32 FEET NORTH OF THE NORTH CORNER OF THE SMALL
 FC1878'GREEN SHED, 23 FEET NORTH OF THE WEST LEG OF THE LOOKOUT TOWER,
 FC1878'20 FEET WEST-NORTHWEST OF THE NORTH LEG OF THE LOOKOUT TOWER, AND
 FC1878'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 FC1878'SET IN THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND
 FC1878'THE DISK IS STAMPED AETNA 1934 NO 4 1971.
 FC1878'
 FC1878'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FC1878'REFERENCE MARK NO. 4 IS 86.66 FEET - 26.415 METERS.
 FC1878'
 FC1878'THE AZIMUTH MARK IS LOCATED IN DENSE WOODS ON THE NORTHEAST SLOPE
 FC1878'OF THE STATION HILL, 254 FEET NORTHEAST OF THE EAST LEG OF THE
 FC1878'LOOKOUT TOWER, 135 FEET NORTH OF THE APPROXIMATE CENTER OF A WOODS
 FC1878'ROAD, 16 FEET SOUTH-SOUTHEAST OF A 16-INCH, FORKED TRUNKED,
 FC1878'CHESTNUT OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 14
 FC1878'FEET WEST OF A 12-INCH HICKORY TREE WITH A TRIANGLE BLAZE ON THE
 FC1878'EAST SIDE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 FC1878'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FC1878'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT 8 INCHES
 FC1878'AND THE DISK IS STAMPED AETNA AZI 1934.
 FC1878'
 FC1878'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTHEASTERLY
 FC1878'ACROSS THE CLEARING TO EDGE OF WOODS AND CONTINUE NORTHEASTERLY
 FC1878'FOR A TOTAL DISTANCE OF ABOUT 298 FEET TO THE MARK AS DESCRIBED.
 FC1878'
 FC1878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1878'ABOUT 2 MILES EAST OF HALETOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1619 ***********************************************************************
 FD1619  DESIGNATION -  AIRCON
 FD1619  PID         -  FD1619
 FD1619  STATE/COUNTY-  TN/PERRY
 FD1619  USGS QUAD   -  COBLE (1968)
 FD1619
 FD1619                         *CURRENT SURVEY CONTROL
 FD1619  ___________________________________________________________________
 FD1619* NAD 83(1995)-  35 47 15.89532(N)    087 43 34.63564(W)     ADJUSTED  
 FD1619* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 FD1619  ___________________________________________________________________
 FD1619  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FD1619  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD1619
 FD1619  HORZ ORDER  -  SECOND
 FD1619
 FD1619.The horizontal coordinates were established by classical geodetic methods
 FD1619.and adjusted by the National Geodetic Survey in April 1999..
 FD1619
 FD1619.The orthometric height was scaled from a topographic map.
 FD1619
 FD1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1619
 FD1619.The geoid height was determined by GEOID03.
 FD1619
 FD1619;                    North         East     Units Scale Factor Converg.
 FD1619;SPC TN       -   162,742.158   443,951.620   MT  0.99994873   -1 00 38.3
 FD1619;SPC TN       -   533,929.90  1,456,531.27   sFT  0.99994873   -1 00 38.3
 FD1619;UTM  16      - 3,960,650.372   434,365.903   MT  0.99965308   -0 25 29.1
 FD1619
 FD1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1619!SPC TN       -   0.99996662  x   0.99994873  =   0.99991535
 FD1619!UTM  16      -   0.99996662  x   0.99965308  =   0.99961971
 FD1619
 FD1619:                Primary Azimuth Mark                     Grid Az
 FD1619:SPC TN       -  AIRCON AZ MK                             047 24 26.5
 FD1619:UTM  16      -  AIRCON AZ MK                             046 49 17.3
 FD1619
 FD1619|---------------------------------------------------------------------|
 FD1619| PID    Reference Object                     Distance      Geod. Az  |
 FD1619|                                                           dddmmss.s |
 FD1619| CG5439 AIRCON AZ MK                                       0462348.2 |
 FD1619| CG5440 AIRCON RM 1                          28.029 METERS 19514     |
 FD1619| CG5441 AIRCON RM 2                                        29438     |
 FD1619| FD1620 AIRWAY BEACON 58                     26.957 METERS 34257     |
 FD1619|---------------------------------------------------------------------|
 FD1619
 FD1619                          SUPERSEDED SURVEY CONTROL
 FD1619
 FD1619  NAD 83(1995)-  35 47 15.89706(N)    087 43 34.63900(W) AD(       ) 2
 FD1619  NAD 83(1986)-  35 47 15.90585(N)    087 43 34.63657(W) AD(       ) 2
 FD1619  NAD 27      -  35 47 15.67000(N)    087 43 34.55900(W) AD(       ) 2
 FD1619
 FD1619.Superseded values are not recommended for survey control.
 FD1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1619.See file dsdata.txt to determine how the superseded data were derived.
 FD1619
 FD1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3436660650(NAD 83)
 FD1619_MARKER: DS = TRIANGULATION STATION DISK
 FD1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1619
 FD1619  HISTORY     - Date     Condition        Report By
 FD1619  HISTORY     - 1934     MONUMENTED       CGS
 FD1619  HISTORY     - 1962     GOOD             CGS
 FD1619
 FD1619                          STATION DESCRIPTION
 FD1619
 FD1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1619'ON OR NEAR PERRY-HICKMAN COUNTY LINE, ABOUT 5.25 MILES WEST OF COBLE,
 FD1619'ON HIGHEST POINT
 FD1619'OF SMALL HILL, 200 FEET SOUTHEAST OF ROAD, AT NORTH
 FD1619'EDGE OF SCRUB-OAK THICKET, AND NEAR
 FD1619'AIRWAY BEACON NO 58.  TO REACH
 FD1619'FROM LOBELVILLE POST OFFICE, KEEP STRAIGHT AHEAD NORTH
 FD1619'OFF STATE
 FD1619'ROUTE 13 ONTO GRAVEL ROAD 1.2 MILES, TURN RIGHT AT END OF BRIDGE AND
 FD1619'GO 0.85 MILE, TURN
 FD1619'LEFT UP HILL AND GO 2.45 MILES TO STATION SITE.
 FD1619'SURFACE AND UNDERGROUND MARKS ARE
 FD1619'STANDARD REFERENCE DISKS IN
 FD1619'CONCRETE.  REFERENCE AND AZIMUTH
 FD1619'MARKS ARE STANDARD
 FD1619'REFERENCE DISKS IN CONCRETE.  NO 1 IS ON SOUTHEAST SIDE OF
 FD1619'OLD ROAD TO
 FD1619'SOUTHWEST, 7 FEET NORTHWEST OF 6-INCH OAK TREE, AND 91.96
 FD1619'FEET FROM STATION S 15 DEG 14 MIN W.
 FD1619'NO 2 IS ON NORTHWEST
 FD1619'SLOPE OF HILL, 40 FEET SOUTHWEST OF SOUTHWEST
 FD1619'CORNER OF BEACON
 FD1619'GENERATOR CABIN, AND 78.99 FEET (SLOPE DISTANCE) FROM STATION
 FD1619'N 65 DEG 22 MIN W.
 FD1619'AZIMUTH MARK IS ALONG ROAD LEADING PAST
 FD1619'STATION, ON SMALL RISE OF
 FD1619'GROUND, 105 FEET SOUTHEAST OF CENTER LINE
 FD1619'OF ROAD, 10 FEET NORTHWEST OF 20-INCH
 FD1619'WHITE-OAK TREE, AND 0.2 MILE
 FD1619'FROM STATION N 46 DEG 24 MIN E.  AIRWAY
 FD1619'BEACON NO 58
 FD1619'(SEE DESCRIPTION THEREOF) IS 88.44 FEET FROM STATION
 FD1619'N 17 DEG 03 MIN W.
 FD1619
 FD1619                          STATION RECOVERY (1962)
 FD1619
 FD1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1619'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1619'DUE TO CHANGES IN THE
 FD1619'ROADS THE OLD TO REACH IS NO LONGER ADEQUATE.
 FD1619'FOLLOWING IS A NEW AND COMPLETE
 FD1619'DESCRIPTION.
 FD1619'
 FD1619'THE STATION IS ON THE PROPERTY OF THE TANGOOD CORPORATION OF
 FD1619'PENSACOLA, FLORIDA.
 FD1619'IT IS ON THE SUMMIT OF A SMALL HILL ON OR NEAR THE
 FD1619'PERRY-HICKMAN COUNTY LINE,
 FD1619'ABOUT 5.25 MILES WEST OF COBLE, 3.5 MILES
 FD1619'EAST OF LOBELVILLE, AND AT THE SITE OF OLD
 FD1619'AIRWAY BEACON NO 58.
 FD1619'
 FD1619'TO REACH FROM THE POST OFFICE IN LOBELVILLE, GO NORTH ON STATE ROUTE
 FD1619'13 FOR 1.0 MILE TO A
 FD1619'GRAVELED T ROAD RIGHT LEADING TO A STEEL BRIDGE ACROSS THE
 FD1619'BUFFALO RIVER (OVERHEAD
 FD1619'PIPELINE CROSSING ON THE RIGHT).  HERE TURN
 FD1619'RIGHT AND GO EAST ACROSS THIS BRIDGE FOR
 FD1619'0.2 MILE TO A GRAVELED T
 FD1619'CROSSROAD AT THE EAST END OF THE BRIDGE, HERE TURN RIGHT
 FD1619'AND GO
 FD1619'SOUTHEAST FOR 0.6 MILE TO A FORKS AT A BARN ON THE LEFT AND THE FARM
 FD1619'HOME OF JOHN S
 FD1619'GILMAR ON THE RIGHT, TURN RIGHT AND CONTINUE
 FD1619'SOUTHEASTERLY FOR 0.3 MILE TO A
 FD1619'FORK.  HERE KEEP THE LEFT FORK,
 FD1619'UPHILL, AND GO IN A GENERALLY EASTERLY DIRECTION
 FD1619'ON A WINDING ROAD
 FD1619'FOR 2.55 MILES TO THE SUMMIT AND A WOODS ROAD RIGHT, TURN RIGHT,
 FD1619'SOUTH, ON THIS
 FD1619'WOODS ROAD FOR 0.05 MILE TO AN OLD CONCRETE FOUNDATION
 FD1619'ON THE LEFT AND THE STATION JUST
 FD1619'SOUTH OF THE FOUNDATION IN A
 FD1619'CLEARING.
 FD1619'
 FD1619'THE STATION IS 83 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 FD1619'FOUNDATION, 26 FEET
 FD1619'NORTHEAST OF AN 8-INCH, TRIANGLE BLAZED HICKORY TREE, 21 FEET
 FD1619'SOUTHWEST OF A 10-INCH,
 FD1619'TWIN TRUNKED, TRIANGLE BLAZED CHESTNUT OAK
 FD1619'TREE, 21 FEET NORTHWEST OF A 10-INCH,
 FD1619'TRIANGLE BLAZED CHESTNUT OAK
 FD1619'TREE, 16 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD1619'WOODS ROAD, AND
 FD1619'1.0 FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FD1619'STANDARD DISK SET
 FD1619'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1619'THAT PROJECTS 9 INCHES AND THE DISK
 FD1619'IS STAMPED AIRCON 1934.
 FD1619'
 FD1619'REFERENCE MARK NO 1 IS 7 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD1619'WOODS ROAD LEADING SOUTH
 FD1619'FROM THE STATION AND 6 FEET NORTHWEST OF A 14-INCH,
 FD1619'TRIANGLE BLAZED OAK TREE.  IT IS
 FD1619'A STANDARD DISK SET IN THE TOP OF A
 FD1619'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 9
 FD1619'INCHES AND THE DISK
 FD1619'IS STAMPED AIRCON NO 1 1934.
 FD1619'
 FD1619'REFERENCE MARK NO 2 IS 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FD1619'THE OLD FOUNDATION, 29
 FD1619'FEET NORTH OF A 7-INCH, TRIANGLE BLAZED CHESTNUT OAK
 FD1619'TREE AND 28 FEET WEST OF THE
 FD1619'APPROXIMATE CENTER OF THE WOODS ROAD.
 FD1619'IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1619'12-INCH, ROUND, CONCRETE
 FD1619'MONUMENT THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED
 FD1619'AIRCON NO 2 1934.
 FD1619'
 FD1619'THE AZIMUTH MARK IS 114 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1619'THE GRAVELED ROAD,
 FD1619'85 FEET SOUTHEAST OF A LARGE BLAZED OAK TREE, 37 FEET
 FD1619'SOUTHEAST OF A 14-INCH, TRIANGLE
 FD1619'BLAZED OAK TREE, 13 FEET SOUTH OF A
 FD1619'10-INCH, TRIANGLE BLAZED OAK TREE, 7 FEET NORTHWEST
 FD1619'OF A TALL, FIRE
 FD1619'BLAZED TREE, AND 0.7 OF A FOOT NORTHWEST OF A METAL WITNESS POST AND
 FD1619'SIGN.  IT IS A
 FD1619'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FD1619'12-INCH, ROUND, CONCRETE MONUMENT
 FD1619'THAT PROJECTS 7 INCHES AND THE DISK
 FD1619'IS STAMPED AIRCON AZI 1934.
 FD1619'
 FD1619'TO REACH THE AZIMUTH MARK FROM THE MAIN GRAVELED ROAD 0.05 MILE NORTH
 FD1619'OF THE STATION, GO
 FD1619'EASTERLY FOR 0.2 MILE TO A LARGE BLAZED OAK TREE ON THE
 FD1619'RIGHT AND THE MARK ON THE
 FD1619'RIGHT IN DENSE WOODS AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2664 ***********************************************************************
 AJ2664  DESIGNATION -  AIRLINE
 AJ2664  PID         -  AJ2664
 AJ2664  STATE/COUNTY-  TN/SHELBY
 AJ2664  USGS QUAD   -  EADS (1983)
 AJ2664
 AJ2664                         *CURRENT SURVEY CONTROL
 AJ2664  ___________________________________________________________________
 AJ2664* NAD 83(1995)-  35 12 40.58439(N)    089 40 52.26118(W)     ADJUSTED  
 AJ2664* NAVD 88     -       119.66   (meters)     392.6    (feet)  LEVELING  
 AJ2664  ___________________________________________________________________
 AJ2664  X           -      29,029.424 (meters)                     COMP
 AJ2664  Y           -  -5,216,941.859 (meters)                     COMP
 AJ2664  Z           -   3,657,095.514 (meters)                     COMP
 AJ2664  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ2664  ELLIP HEIGHT-          92.20  (meters)          (04/26/01) GPS OBS
 AJ2664  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AJ2664
 AJ2664  HORZ ORDER  -  FIRST
 AJ2664  VERT ORDER  -  THIRD ?
 AJ2664  ELLP ORDER  -  FOURTH    CLASS I
 AJ2664
 AJ2664.The horizontal coordinates were established by GPS observations
 AJ2664.and adjusted by the National Geodetic Survey in April 2001..
 AJ2664
 AJ2664.The orthometric height was determined by differential leveling.
 AJ2664.The vertical network tie was performed by a horz. field party for horz.
 AJ2664.obs reductions. Reset procedures were used to establish the elevation.
 AJ2664
 AJ2664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2664
 AJ2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2664
 AJ2664.The ellipsoidal height was determined by GPS observations
 AJ2664.and is referenced to NAD 83.
 AJ2664
 AJ2664.The geoid height was determined by GEOID03.
 AJ2664
 AJ2664;                    North         East     Units Scale Factor Converg.
 AJ2664;SPC TN       -   103,711.061   264,894.190   MT  1.00000706   -2 09 18.4
 AJ2664;SPC TN       -   340,258.71    869,073.69   sFT  1.00000706   -2 09 18.4
 AJ2664;UTM  16      - 3,899,766.946   255,937.990   MT  1.00033416   -1 32 48.2
 AJ2664
 AJ2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2664!SPC TN       -   0.99998553  x   1.00000706  =   0.99999259
 AJ2664!UTM  16      -   0.99998553  x   1.00033416  =   1.00031968
 AJ2664
 AJ2664                          SUPERSEDED SURVEY CONTROL
 AJ2664
 AJ2664.No superseded survey control is available for this station.
 AJ2664
 AJ2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5593899767(NAD 83)
 AJ2664_MARKER: DD = SURVEY DISK
 AJ2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2664_MARK LOGO: TN1620
 AJ2664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2664+STABILITY: SURFACE MOTION
 AJ2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2664+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2664
 AJ2664  HISTORY     - Date     Condition        Report By
 AJ2664  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2664
 AJ2664                          STATION DESCRIPTION
 AJ2664
 AJ2664'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2664'THE STATION IS LOCATED IN NORTHEAST SHELBY COUNTY IN ARLINGTON
 AJ2664'TENNESSEE.
 AJ2664'TO REACH THE STATION FROM THE INTERSECTION OF THE SHELBY-FAYETTE
 AJ2664'COUNTY LINE AND HIGHWAY 64 (HWY-64) , PROCEED WEST ON HIGHWAY 64 FOR
 AJ2664'APPROXIMATELY 2.50 MILE (4.02 KM) TO AIRLINE ROAD (AIRLINE ROAD TO
 AJ2664'NORTH, HOUSTON LEVEE ROAD TO SOUTH) .  TURN RIGHT AND GO NORTH ON
 AJ2664'AIRLINE ROAD FOR APROXIMATELY 225.00 FEET (68.58 M) .  THE STATION IS
 AJ2664'ON THE LEFT.
 AJ2664'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2664'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2664'THE GROUND.  THE STATION IS LOCATED ON THE NORTHWEST CORNER OF HIGHWAY
 AJ2664'64 AND AIRLINE ROAD, 225.00 NORTH OF THE CENTERLINE OF HIGHWAY 64,
 AJ2664'54.00 FEET (16.46 M) SOUTH OF THE SOUTHEAST CORNER OF A BRICK PLANTER
 AJ2664'WITH CHURCH SIGN AFFIXED, AT THE BACK OF THE WEST CURBLINE OF AIRLINE
 AJ2664'ROAD AT THE SOUTH END OF A DRIVEWAY APRON TO GRAYS CREEK BAPTIST
 AJ2664'CHURCH AT ADDRESS 3141 AIRLINE ROAD.  THE CAP AND CONCRETE ARE SET
 AJ2664'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2565 ***********************************************************************
 FE2565  DESIGNATION -  AIRPORT 2
 FE2565  PID         -  FE2565
 FE2565  STATE/COUNTY-  TN/SHELBY
 FE2565  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2565
 FE2565                         *CURRENT SURVEY CONTROL
 FE2565  ___________________________________________________________________
 FE2565* NAD 83(1995)-  35 03 13.73315(N)    089 58 54.31538(W)     ADJUSTED  
 FE2565* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 FE2565  ___________________________________________________________________
 FE2565  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FE2565  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2565
 FE2565  HORZ ORDER  -  SECOND
 FE2565
 FE2565.This mark is at Memphis Intl Airport (MEM)
 FE2565
 FE2565.The horizontal coordinates were established by classical geodetic methods
 FE2565.and adjusted by the National Geodetic Survey in April 1999..
 FE2565
 FE2565.The orthometric height was scaled from a topographic map.
 FE2565
 FE2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2565
 FE2565.The geoid height was determined by GEOID03.
 FE2565
 FE2565;                    North         East     Units Scale Factor Converg.
 FE2565;SPC TN       -    87,327.341   236,836.607   MT  1.00004041   -2 19 51.9
 FE2565;SPC TN       -   286,506.45    777,021.43   sFT  1.00004041   -2 19 51.9
 FE2565;UTM  16      - 3,883,077.430   228,046.143   MT  1.00051161   -1 42 49.0
 FE2565;UTM  15      - 3,883,177.643   775,283.145   MT  1.00053407   +1 44 04.6
 FE2565
 FE2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2565!SPC TN       -   0.99999173  x   1.00004041  =   1.00003214
 FE2565!UTM  16      -   0.99999173  x   1.00051161  =   1.00050334
 FE2565!UTM  15      -   0.99999173  x   1.00053407  =   1.00052580
 FE2565
 FE2565|---------------------------------------------------------------------|
 FE2565| PID    Reference Object                     Distance      Geod. Az  |
 FE2565|                                                           dddmmss.s |
 FE2565| FE1511 AIRPORT RM 1                         13.120 METERS 07939     |
 FE2565| FE1508 AIRPORT                              13.232 METERS 18743     |
 FE2565| CG3100 AIRPORT AZ MK                                      1874319.6 |
 FE2565| CG3101 AIRPORT 2 RM 3                       15.369 METERS 22336     |
 FE2565|---------------------------------------------------------------------|
 FE2565
 FE2565                          SUPERSEDED SURVEY CONTROL
 FE2565
 FE2565  NAD 83(1995)-  35 03 13.73472(N)    089 58 54.31508(W) AD(       ) 2
 FE2565  NAD 83(1995)-  35 03 13.73806(N)    089 58 54.31603(W) AD(       ) 2
 FE2565  NAD 83(1986)-  35 03 13.74305(N)    089 58 54.31634(W) AD(       ) 2
 FE2565  NAD 27      -  35 03 13.41770(N)    089 58 53.99370(W) AD(       ) 2
 FE2565
 FE2565.Superseded values are not recommended for survey control.
 FE2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2565.See file dsdata.txt to determine how the superseded data were derived.
 FE2565
 FE2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2804683077(NAD 83)
 FE2565_MARKER: DS = TRIANGULATION STATION DISK
 FE2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2565
 FE2565  HISTORY     - Date     Condition        Report By
 FE2565  HISTORY     - 1959     MONUMENTED       CGS
 FE2565  HISTORY     - 1962     GOOD             CGS
 FE2565  HISTORY     - 1962     GOOD             USE
 FE2565  HISTORY     - 1971     GOOD             NGS
 FE2565  HISTORY     - 1975     GOOD             NGS
 FE2565  HISTORY     - 1979     GOOD             NGS
 FE2565  HISTORY     - 1982     GOOD             NGS
 FE2565
 FE2565                          STATION DESCRIPTION
 FE2565
 FE2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALW)
 FE2565'AT MEMPHIS MUNICIPAL AIRPORT, AN ESTIMATED 50 YARDS SW OF THE CONTROL
 FE2565'TOWER WHICH IS ON TOP OF THE ADMINISTRATION BUILDING, 65 FEET
 FE2565'W OF PROJECTED CENTER LINE OF THE MAIN ENTRANCE TO THE BUILDING, 12
 FE2565'FEET W OF PROJECTED PLANE OF W WALL OF THE 2-STORY PART OF THE
 FE2565'BUILDING, 27 FEET SE OF CENTER LINE OF 40-FOOT DRIVEWAY, 19 FEET WNW
 FE2565'OF CENTER OF CAST- IRON COVER OF ELECTRIC MANHOLE, ONE FOOT SE OF SE
 FE2565'EDGE OF CONCRETE SIDEWALK, 0.1 FOOT HIGHER THAN SAME, AND FLUSH WITH
 FE2565'GROUND, DISKS ARE STAMPED AIRPORT 2 1959.
 FE2565'
 FE2565'REFERENCE STAMPED AIRPORT NO 1 1957, WITH ARROW POINTING
 FE2565'ABOUT 35 DEG LEFT OF THE STATION, IS 22 FEET W OF PROJECTED
 FE2565'CENTER LINE OF BUILDING ENTRANCE, ONE FOOT S OF S EDGE OF CONCRETE
 FE2565'SIDEWALK ON S SIDE OF ELLIPTICAL DRIVEWAY, AND FLUSH WITH THE
 FE2565'GROUND.
 FE2565'
 FE2565'REFERENCE STAMPED AIRPORT 2 NO. 3 1959, IS ONE FOOT ESE OF ESE EDGE
 FE2565'OF SAID SIDEWALK, LEVEL WITH SAME, AND FLUSH WITH THE GROUND.
 FE2565'
 FE2565'AZIMUTH MARK STAMPED AIRPORT 1957 IS ON TOP OF HILL, AT NW CORNER OF
 FE2565'FENCE AROUND STEEL RADAR TOWER, 39 FEET W OF PROJECTED PLANE
 FE2565'OF W EDGE OF CONCRETE FOUNDATION OF THE SMALL BUILDING HOUSING RADAR
 FE2565'INSTRUMENTS, 11 FEET N OF PROJECTED PLANE OF THE N EDGE OF SAME, 2
 FE2565'FEET E OF A STEEL WITNESS POST, AND ABOUT FLUSH WITH THE GROUND.
 FE2565
 FE2565                          STATION RECOVERY (1962)
 FE2565
 FE2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE2565'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED, IN GOOD
 FE2565'CONDITION, AS DESCRIBED IN QUAD 350893 STATION 1043 TENNESSEE.
 FE2565'
 FE2565'THE AZIMUTH MARK WAS DESTROYED DURING CONSTRUCTION OF NEW AIRPORT
 FE2565'TERMINAL BUILDING.
 FE2565
 FE2565                          STATION RECOVERY (1962)
 FE2565
 FE2565'RECOVERY NOTE BY US ENGINEERS 1962 (CBT)
 FE2565'AIRPORT 1957 MR. NAT DUNN OF ALLEN AND HASHALL ENGINEERING CO.
 FE2565'SAYS AZIMUTH MARK WILL BE DESTROYED.  RADAR TOWERS HAVE BEEN TAKEN
 FE2565'DOWN.  ANOTHER AZIMUTH MARK WAS SET 28 FEBRUARY 1962 TO PRESERVE
 FE2565'AZIMUTH AT STATION.
 FE2565'
 FE2565'AZIMUTH MARK 1962 IS ABOUT 0.8 MILE NW OF THE STATION
 FE2565'N 17 DEG 15 MIN W.  61 FEET EAST OF EAST EDGE OF PAVEMENT OF
 FE2565'AIRWAYS ROAD.  IN FENCE LINE.  0.5 FOOT SOUTH OF FIFTH FENCE POST
 FE2565'NORTH OF ANGLE IN FENCE LINE.  A 1/2-INCH BY 3/4-INCH BY 4-FOOT
 FE2565'FLAT IRON DRIVEN FLUSH WITH THE GROUND.  A HOLE IS PUNCHED IN TOP
 FE2565'OF IRON.
 FE2565'
 FE2565'LIGHT ON SW CORNER OF BRICK PORTION OF BUILDING MARKED AERO CORP.
 FE2565'IS ABOUT 400 FEET EAST OF THE STATION S 84 DEG 51 MIN E.
 FE2565'AZIMUTH IS TO 1/2-INCH PIPE HOLDING THE LIGHT.  (AZIMUTHS
 FE2565'TO NEW MARK AND LIGHT WERE OBTAINED BY TURNING 6 DEFLECTION ANGLES
 FE2565'FROM THE 1957 AZIMUTH MARK).
 FE2565
 FE2565                          STATION RECOVERY (1971)
 FE2565
 FE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 FE2565'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH REFERENCE MARKS
 FE2565'1 AND 3 AS DESCRIBED ON QUAD 350893 STA. 1043.
 FE2565'
 FE2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEMPHIS
 FE2565'INTERNATIONAL AIRPORT.
 FE2565
 FE2565                          STATION RECOVERY (1975)
 FE2565
 FE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 FE2565'THE STATION, AIRPORT RM 1, AND AIRPORT 2 RM 3 WERE RECOVERED IN GOOD
 FE2565'CONDITION AS ORIGINALLY DESCRIBED.  THE AZIMUTH MARK WAS NOT
 FE2565'SEARCHED FOR.
 FE2565'
 FE2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEMPHIS
 FE2565'INTERNATIONAL AIRPORT.
 FE2565
 FE2565                          STATION RECOVERY (1979)
 FE2565
 FE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 FE2565'RECOVERED AS DESCRIBED IN GOOD CONDITION - STATION MARK AND BOTH
 FE2565'REFERENCE MARKS.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 FE2565'ADMINISTRATION BUILDING IN THE ORIGINAL DESCRIPTION NOW HOUSES THE
 FE2565'FAA FLIGHT SERVICE STATION AND GADO AND THE CONTROL TOWER HAS BEEN
 FE2565'REMOVED.  THERE ARE TWO NEWER CONTROL TOWERS SOUTH OF THE
 FE2565'STATION.
 FE2565'
 FE2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEMPHIS
 FE2565'INTERNATIONAL AIRPORT.
 FE2565
 FE2565                          STATION RECOVERY (1982)
 FE2565
 FE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 FE2565'STATION, RM 1, AND RM 3 WERE RECOVERED AS DESCRIBED IN GOOD
 FE2565'CONDITION.
 FE2565'
 FE2565'AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
 FE2565'
 FE2565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEMPHIS
 FE2565'INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2456 ***********************************************************************
 FE2456  DESIGNATION -  AIRPORT BCN DYERSBURG MUN APT
 FE2456  PID         -  FE2456
 FE2456  STATE/COUNTY-  TN/DYER
 FE2456  USGS QUAD   -  FOWLKES (1983)
 FE2456
 FE2456                         *CURRENT SURVEY CONTROL
 FE2456  ___________________________________________________________________
 FE2456* NAD 83(1995)-  35 59 57.02341(N)    089 24 03.73844(W)     ADJUSTED  
 FE2456* NAVD 88     -                                                        
 FE2456  ___________________________________________________________________
 FE2456  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2456  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE2456
 FE2456  HORZ ORDER  -  THIRD
 FE2456
 FE2456.The horizontal coordinates were established by classical geodetic methods
 FE2456.and adjusted by the National Geodetic Survey in April 1999..
 FE2456
 FE2456
 FE2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2456
 FE2456.The geoid height was determined by GEOID03.
 FE2456
 FE2456;                    North         East     Units Scale Factor Converg.
 FE2456;SPC TN       -   190,151.217   293,422.899   MT  0.99995254   -1 59 28.0
 FE2456;SPC TN       -   623,854.45    962,671.63   sFT  0.99995254   -1 59 28.0
 FE2456;UTM  16      - 3,986,523.026   283,578.107   MT  1.00017717   -1 24 42.5
 FE2456
 FE2456                          SUPERSEDED SURVEY CONTROL
 FE2456
 FE2456  NAD 83(1995)-  35 59 57.02688(N)    089 24 03.73899(W) AD(       ) 4
 FE2456  NAD 83(1986)-  35 59 57.03467(N)    089 24 03.73850(W) AD(       ) 4
 FE2456  NAD 27      -  35 59 56.77200(N)    089 24 03.47600(W) AD(       ) 3
 FE2456
 FE2456.Superseded values are not recommended for survey control.
 FE2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2456.See file dsdata.txt to determine how the superseded data were derived.
 FE2456
 FE2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8357886523(NAD 83)
 FE2456_MARKER: 21 = AIRPORT BEACON
 FE2456
 FE2456  HISTORY     - Date     Condition        Report By
 FE2456  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2456
 FE2456                          STATION DESCRIPTION
 FE2456
 FE2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2456'THE STATION IS THE CENTER OF THE LIGHT OF THE BEACON.  IT IS
 FE2456'SUPPORTED BY A FOUR LEGGED STEEL TOWER PAINTED RED AND WHITE
 FE2456'AND THE TOTAL HEIGHT IS 60 FEET.  THE BEACON IS AN ALTERNATING BLUE
 FE2456'AND WHITE LIGHT THAT ROTATES.  IT IS LOCATED AT THE EAST SIDE
 FE2456'OF THE COMMUNICATIONS BUILDING AT THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2563 ***********************************************************************
 FE2563  DESIGNATION -  AIRPORT BCN MEMPHIS MUN APT
 FE2563  PID         -  FE2563
 FE2563  STATE/COUNTY-  TN/SHELBY
 FE2563  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2563
 FE2563                         *CURRENT SURVEY CONTROL
 FE2563  ___________________________________________________________________
 FE2563* NAD 83(1995)-  35 03 14.68831(N)    089 58 53.50393(W)     ADJUSTED  
 FE2563* NAVD 88     -                                                        
 FE2563  ___________________________________________________________________
 FE2563  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FE2563  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2563
 FE2563  HORZ ORDER  -  THIRD
 FE2563
 FE2563.This mark is at Memphis Intl Airport (MEM)
 FE2563
 FE2563.The horizontal coordinates were established by classical geodetic methods
 FE2563.and adjusted by the National Geodetic Survey in April 1999..
 FE2563
 FE2563
 FE2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2563
 FE2563.The geoid height was determined by GEOID03.
 FE2563
 FE2563;                    North         East     Units Scale Factor Converg.
 FE2563;SPC TN       -    87,355.917   236,858.351   MT  1.00004035   -2 19 51.4
 FE2563;SPC TN       -   286,600.20    777,092.77   sFT  1.00004035   -2 19 51.4
 FE2563;SPC MS W     -   615,929.123   732,092.906   MT  0.99996269   +0 12 07.4
 FE2563;SPC MS W     - 2,020,760.80  2,401,874.81   sFT  0.99996269   +0 12 07.4
 FE2563;UTM  16      - 3,883,106.251   228,067.588   MT  1.00051146   -1 42 48.6
 FE2563;UTM  15      - 3,883,207.703   775,302.818   MT  1.00053420   +1 44 05.1
 FE2563
 FE2563                          SUPERSEDED SURVEY CONTROL
 FE2563
 FE2563  NAD 83(1995)-  35 03 14.69037(N)    089 58 53.50331(W) AD(       ) 4
 FE2563  NAD 83(1995)-  35 03 14.69376(N)    089 58 53.50423(W) AD(       ) 4
 FE2563  NAD 83(1986)-  35 03 14.69898(N)    089 58 53.50531(W) AD(       ) 4
 FE2563  NAD 27      -  35 03 14.37900(N)    089 58 53.17800(W) AD(       ) 3
 FE2563
 FE2563.Superseded values are not recommended for survey control.
 FE2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2563.See file dsdata.txt to determine how the superseded data were derived.
 FE2563
 FE2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2806883106(NAD 83)
 FE2563_MARKER: 21 = AIRPORT BEACON
 FE2563
 FE2563  HISTORY     - Date     Condition        Report By
 FE2563  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2563
 FE2563                          STATION DESCRIPTION
 FE2563
 FE2563'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2586 ***********************************************************************
 FE2586  DESIGNATION -  AIRPORT BEACON MEMPHIS NAS
 FE2586  PID         -  FE2586
 FE2586  STATE/COUNTY-  TN/SHELBY
 FE2586  USGS QUAD   -  BRUNSWICK (1993)
 FE2586
 FE2586                         *CURRENT SURVEY CONTROL
 FE2586  ___________________________________________________________________
 FE2586* NAD 83(1995)-  35 20 50.02571(N)    089 52 17.91589(W)     ADJUSTED  
 FE2586* NAVD 88     -                                                        
 FE2586  ___________________________________________________________________
 FE2586  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FE2586  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2586
 FE2586  HORZ ORDER  -  THIRD
 FE2586
 FE2586.This mark is at Millington Mun Airport (NQA)
 FE2586
 FE2586.The horizontal coordinates were established by classical geodetic methods
 FE2586.and adjusted by the National Geodetic Survey in April 1999..
 FE2586
 FE2586
 FE2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2586
 FE2586.The geoid height was determined by GEOID03.
 FE2586
 FE2586;                    North         East     Units Scale Factor Converg.
 FE2586;SPC TN       -   119,451.919   248,161.627   MT  0.99998426   -2 15 59.8
 FE2586;SPC TN       -   391,901.84    814,176.94   sFT  0.99998426   -2 15 59.8
 FE2586;UTM  16      - 3,915,335.910   239,033.156   MT  1.00043937   -1 39 44.2
 FE2586
 FE2586                          SUPERSEDED SURVEY CONTROL
 FE2586
 FE2586  NAD 83(1995)-  35 20 50.03430(N)    089 52 17.91671(W) AD(       ) 4
 FE2586  NAD 83(1995)-  35 20 50.03473(N)    089 52 17.91633(W) AD(       ) 4
 FE2586  NAD 83(1986)-  35 20 50.03727(N)    089 52 17.91717(W) AD(       ) 4
 FE2586  NAD 27      -  35 20 49.72400(N)    089 52 17.61000(W) AD(       ) 3
 FE2586
 FE2586.Superseded values are not recommended for survey control.
 FE2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2586.See file dsdata.txt to determine how the superseded data were derived.
 FE2586
 FE2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3903315336(NAD 83)
 FE2586_MARKER: 21 = AIRPORT BEACON
 FE2586
 FE2586  HISTORY     - Date     Condition        Report By
 FE2586  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2586
 FE2586                          STATION DESCRIPTION
 FE2586
 FE2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2586'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE NAVAL AIR
 FE2586'STATION WATER TANK LOCATED ABOUT 0.1 MILE SOUTH OF THE CONTROL
 FE2586'TOWER, 99 FEET WEST OF BUILDING N-7 AND 141 FEET NORTH OF BUILDING
 FE2586'N-8.
 FE2586'
 FE2586'THE TANK IS SUPPORTED BY AN EIGHT LEGGED STEEL STRUCTURE.  THE ENTIRE
 FE2586'STRUCTURE IS PAINTED INTERNATIONAL ORANGE AND WHITE AND HAS A
 FE2586'REVOLVING BEACON ON TOP FLASHING A GREEN AND WHITE LIGHT.  THE
 FE2586'OVERALL HEIGHT IS ABOUT 170 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1525 ***********************************************************************
 GD1525  DESIGNATION -  AIRPORT BEACON TOM STEWART APT
 GD1525  PID         -  GD1525
 GD1525  STATE/COUNTY-  TN/OBION
 GD1525  USGS QUAD   -  HARRIS (1983)
 GD1525
 GD1525                         *CURRENT SURVEY CONTROL
 GD1525  ___________________________________________________________________
 GD1525* NAD 83(1995)-  36 22 53.62995(N)    088 58 53.19084(W)     ADJUSTED  
 GD1525* NAVD 88     -                                                        
 GD1525  ___________________________________________________________________
 GD1525  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GD1525  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD1525
 GD1525  HORZ ORDER  -  THIRD
 GD1525
 GD1525.The horizontal coordinates were established by classical geodetic methods
 GD1525.and adjusted by the National Geodetic Survey in April 1999..
 GD1525
 GD1525
 GD1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1525
 GD1525.The geoid height was determined by GEOID03.
 GD1525
 GD1525;                    North         East     Units Scale Factor Converg.
 GD1525;SPC TN       -   231,327.921   332,526.109   MT  0.99999396   -1 44 43.6
 GD1525;SPC TN       -   758,948.35  1,090,962.74   sFT  0.99999396   -1 44 43.6
 GD1525;UTM  16      - 4,028,094.119   322,270.991   MT  0.99998920   -1 10 32.2
 GD1525
 GD1525                          SUPERSEDED SURVEY CONTROL
 GD1525
 GD1525  NAD 83(1995)-  36 22 53.63171(N)    088 58 53.19081(W) AD(       ) 4
 GD1525  NAD 83(1995)-  36 22 53.63294(N)    088 58 53.19252(W) AD(       ) 4
 GD1525  NAD 83(1986)-  36 22 53.64214(N)    088 58 53.18958(W) AD(       ) 4
 GD1525  NAD 27      -  36 22 53.41200(N)    088 58 52.96200(W) AD(       ) 3
 GD1525
 GD1525.Superseded values are not recommended for survey control.
 GD1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1525.See file dsdata.txt to determine how the superseded data were derived.
 GD1525
 GD1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2227128094(NAD 83)
 GD1525_MARKER: 21 = AIRPORT BEACON
 GD1525
 GD1525  HISTORY     - Date     Condition        Report By
 GD1525  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1525  HISTORY     - 1967     GOOD             CGS
 GD1525
 GD1525                          STATION DESCRIPTION
 GD1525
 GD1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1525'THE STATION IS A REVOLVING GREEN AND WHITE LIGHT AT THE TOP OF WATER
 GD1525'TANK OF THE TOM STEWART AIRPORT LOCATED ABOUT 8 MILES NORTHWEST OF
 GD1525'MARTIN AND ABOUT 4-1/2 MILES SOUTHEAST OF UNION CITY.  THE TANK HAS
 GD1525'4 LEGS, IS PAINTED SILVER AND IS ABOUT 100 FEET HIGH.
 GD1525
 GD1525                          STATION RECOVERY (1967)
 GD1525
 GD1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1525'THIS STATION WAS RECOVERED AS DESCRIBED.
 GD1525'
 GD1525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4.5 MILES
 GD1525'SOUTHEAST OF UNION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1511 ***********************************************************************
 FE1511  DESIGNATION -  AIRPORT RM 1
 FE1511  PID         -  FE1511
 FE1511  STATE/COUNTY-  TN/SHELBY
 FE1511  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1511
 FE1511                         *CURRENT SURVEY CONTROL
 FE1511  ___________________________________________________________________
 FE1511* NAD 83(1986)-  35 03 13.     (N)    089 58 54.     (W)     SCALED    
 FE1511* NAVD 88     -        80.443  (meters)     263.92   (feet)  ADJUSTED  
 FE1511  ___________________________________________________________________
 FE1511  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1511  DYNAMIC HT  -          80.368 (meters)     263.67  (feet)  COMP
 FE1511  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 FE1511
 FE1511  VERT ORDER  -  SECOND    CLASS 0
 FE1511
 FE1511.This mark is at Memphis Intl Airport (MEM)
 FE1511
 FE1511.The horizontal coordinates were scaled from a topographic map and have
 FE1511.an estimated accuracy of +/- 6 seconds.
 FE1511
 FE1511.The orthometric height was determined by differential leveling
 FE1511.and adjusted by the National Geodetic Survey in June 1991..
 FE1511
 FE1511.The geoid height was determined by GEOID03.
 FE1511
 FE1511.The dynamic height is computed by dividing the NAVD 88
 FE1511.geopotential number by the normal gravity value computed on the
 FE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1511.degrees latitude (g = 980.6199 gals.).
 FE1511
 FE1511.The modeled gravity was interpolated from observed gravity values.
 FE1511
 FE1511;                    North         East    Units  Estimated Accuracy
 FE1511;SPC TN       -    87,300.      236,840.      MT  (+/- 180 meters Scaled)
 FE1511
 FE1511                          SUPERSEDED SURVEY CONTROL
 FE1511
 FE1511  NGVD 29 (??/??/??)   80.410  (m)          263.81   (f) ADJUSTED    2 0
 FE1511
 FE1511.Superseded values are not recommended for survey control.
 FE1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1511.See file dsdata.txt to determine how the superseded data were derived.
 FE1511
 FE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD280830(NAD 83)
 FE1511_MARKER: DR = REFERENCE MARK DISK
 FE1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1511_STAMPING: AIRPORT NO 1 1957
 FE1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1511+STABILITY: SURFACE MOTION
 FE1511
 FE1511  HISTORY     - Date     Condition        Report By
 FE1511  HISTORY     - 1957     MONUMENTED       CGS
 FE1511  HISTORY     - 1959     GOOD             CGS
 FE1511  HISTORY     - 1979     GOOD             NGS
 FE1511  HISTORY     - 1979     GOOD             NGS
 FE1511
 FE1511                          STATION DESCRIPTION
 FE1511
 FE1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1511'AT MEMPHIS.
 FE1511'IT IS LOCATED AT THE AIRPORT 1957 STATION SITE.  IT IS SET IN
 FE1511'THE TOP OF 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 FE1511'THE GROUND.  IT IS 7 FEET SOUTH OF SOUTH CURB OF CIRCULAR
 FE1511'DRIVEWAY AND 57 FEET NORTH-NORTHWEST OF FLAG POLE AND 69.9 FEET
 FE1511'NORTHEAST OF AIRPORT 1957.
 FE1511
 FE1511                          STATION RECOVERY (1979)
 FE1511
 FE1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FE1511'RECOVERED IN GOOD CONDITION.
 FE1511
 FE1511                          STATION RECOVERY (1979)
 FE1511
 FE1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FE1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3409 ***********************************************************************
 GA3409  DESIGNATION -  AIRWAY BEACON
 GA3409  PID         -  GA3409
 GA3409  STATE/COUNTY-  TN/GREENE
 GA3409  USGS QUAD   -  MC CLOUD (1961)
 GA3409
 GA3409                         *CURRENT SURVEY CONTROL
 GA3409  ___________________________________________________________________
 GA3409* NAD 83(1995)-  36 18 27.70918(N)    082 58 16.33048(W)     ADJUSTED  
 GA3409* NAVD 88     -                                                        
 GA3409  ___________________________________________________________________
 GA3409  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GA3409  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3409
 GA3409  HORZ ORDER  -  THIRD
 GA3409
 GA3409.The horizontal coordinates were established by classical geodetic methods
 GA3409.and adjusted by the National Geodetic Survey in April 1999..
 GA3409
 GA3409
 GA3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3409
 GA3409.The geoid height was determined by GEOID03.
 GA3409
 GA3409;                    North         East     Units Scale Factor Converg.
 GA3409;SPC TN       -   223,265.725   871,974.543   MT  0.99998249   +1 46 23.4
 GA3409;SPC TN       -   732,497.63  2,860,803.15   sFT  0.99998249   +1 46 23.4
 GA3409;UTM  17      - 4,019,880.474   323,022.351   MT  0.99998592   -1 10 03.0
 GA3409
 GA3409                          SUPERSEDED SURVEY CONTROL
 GA3409
 GA3409  NAD 83(1995)-  36 18 27.71285(N)    082 58 16.33412(W) AD(       ) 4
 GA3409  NAD 83(1995)-  36 18 27.72168(N)    082 58 16.33864(W) AD(       ) 4
 GA3409  NAD 83(1995)-  36 18 27.71500(N)    082 58 16.33283(W) AD(       ) 4
 GA3409  NAD 83(1986)-  36 18 27.71786(N)    082 58 16.33325(W) AD(       ) 4
 GA3409  NAD 27      -  36 18 27.37000(N)    082 58 16.75000(W) AD(       ) 3
 GA3409
 GA3409.Superseded values are not recommended for survey control.
 GA3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3409.See file dsdata.txt to determine how the superseded data were derived.
 GA3409
 GA3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2302219880(NAD 83)
 GA3409_MARKER: 22 = AIRWAY BEACON
 GA3409_MARK LOGO: CGS   
 GA3409
 GA3409  HISTORY     - Date     Condition        Report By
 GA3409  HISTORY     - 1941     FIRST OBSERVED   CGS
 GA3409
 GA3409                          STATION DESCRIPTION
 GA3409
 GA3409'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GA3409'THE STATION IS ABOUT 7 MILES SSE OF ROGERSVILLE ON THE HIGHEST POINT
 GA3409'OF A PEAK KNOWN AS
 GA3409'HIGH SPUR IN BAYS MOUNTAINS.  IT IS THE CENTER OF
 GA3409'THE SQUARE FORMED BY THE BASES OF THE
 GA3409'LEGS OF THE SKELETON STEEL
 GA3409'TOWER WHICH IS A SLENDER PYRAMID ABOUT 75 FEET HIGH.
 GA3409'THIS CENTER IS
 GA3409'CLOSELY THE CENTER OF THE REVOLVING LIGHT OR ANY OTHER HORIZONTAL
 GA3409'CROSS SECTION OF
 GA3409'THE TOWER.  IT IS 9.91 METERS OR 32.5 FEET NNE OF
 GA3409'STATION HIGH SPUR 1934.  THE
 GA3409'DESIGNATION OF THE BEACON WAS NOT
 GA3409'DETERMINED.
 GA3409'
 GA3409'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION HIGH SPUR 1934.
 GA3409'
 GA3409'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 70 ON
 GA3409'THE MAIN STREET OF
 GA3409'ROGERSVILLE, GO S ON THE UNITED HIGHWAYS 0.2 MILE
 GA3409'TO THE S SIDE OF THE RAILROAD TRACKS
 GA3409'AND TURN RIGHT, THENCE WESTERLY
 GA3409'AND SOUTHERLY 3.2 MILES AND TURN RIGHT ACROSS THE
 GA3409'HOLSTON RIVER
 GA3409'BRIDGE, THENCE 0.8 MILE AND TAKE THE LEFT FORK LEAVING STATE HIGHWAY
 GA3409'66, THENCE ABOUT
 GA3409'0.1 MILE AND TURN LEFT CONTINUING ON STATE HIGHWAY
 GA3409'70, THENCE SOUTHERLY 2.5 MILES TO A
 GA3409'STORE ON THE RIGHT, THENCE
 GA3409'CONTINUE STRAIGHT AHEAD 1.1 MILES AND TURN RIGHT ONTO
 GA3409'A DIM EARTH
 GA3409'ROAD LEAVING STATE HIGHWAY 70, THENCE GENERALLY SOUTHERLY 1.0 MILE
 GA3409'AND TURN LEFT,
 GA3409'THENCE UPHILL AND ALONG THE MAIN ROAD 1.4 MILES TO THE
 GA3409'HOME OF C.E.  SMITH ON THE LEFT
 GA3409'AND PASS THROUGH GATE STRAIGHT AHEAD
 GA3409'ONTO A WOODS ROAD, THENCE 0.4 MILE TO THE POWER
 GA3409'PLANT OF THIS BEACON
 GA3409'AND THE END OF TRUCK TRAVEL.  PROCEED AFOOT ABOUT 200 YARDS TO THE
 GA3409'TOP OF THE HILL
 GA3409'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1413 ***********************************************************************
 FD1413  DESIGNATION -  AIRWAY BEACON 19
 FD1413  PID         -  FD1413
 FD1413  STATE/COUNTY-  TN/RUTHERFORD
 FD1413  USGS QUAD   -  MURFREESBORO (1983)
 FD1413
 FD1413                         *CURRENT SURVEY CONTROL
 FD1413  ___________________________________________________________________
 FD1413* NAD 83(1995)-  35 45 59.60970(N)    086 23 33.92919(W)     ADJUSTED  
 FD1413* NAVD 88     -                                                        
 FD1413  ___________________________________________________________________
 FD1413  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 FD1413  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1413
 FD1413  HORZ ORDER  -  THIRD
 FD1413
 FD1413.The horizontal coordinates were established by classical geodetic methods
 FD1413.and adjusted by the National Geodetic Survey in April 1999..
 FD1413
 FD1413
 FD1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1413
 FD1413.The geoid height was determined by GEOID03.
 FD1413
 FD1413;                    North         East     Units Scale Factor Converg.
 FD1413;SPC TN       -   159,086.057   564,485.312   MT  0.99994909   -0 13 47.8
 FD1413;SPC TN       -   521,934.84  1,851,982.23   sFT  0.99994909   -0 13 47.8
 FD1413;UTM  16      - 3,958,226.871   554,890.437   MT  0.99963713   +0 21 17.8
 FD1413
 FD1413                          SUPERSEDED SURVEY CONTROL
 FD1413
 FD1413  NAD 83(1995)-  35 45 59.61546(N)    086 23 33.93169(W) AD(       ) 4
 FD1413  NAD 83(1986)-  35 45 59.62074(N)    086 23 33.92928(W) AD(       ) 4
 FD1413  NAD 27      -  35 45 59.38000(N)    086 23 33.97000(W) AD(       ) 3
 FD1413
 FD1413.Superseded values are not recommended for survey control.
 FD1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1413.See file dsdata.txt to determine how the superseded data were derived.
 FD1413
 FD1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5489058227(NAD 83)
 FD1413_MARKER: 22 = AIRWAY BEACON
 FD1413
 FD1413  HISTORY     - Date     Condition        Report By
 FD1413  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1413
 FD1413                          STATION DESCRIPTION
 FD1413
 FD1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1413'A 24-INCH BEACON, REVOLVING 6 REVOLUTIONS PER MINUTE, ON 51-FOOT
 FD1413'TOWER, ABOUT 6
 FD1413'MILES SOUTH OF MURFREESBORO.  TO REACH FROM
 FD1413'MURFREESBORO, GO SOUTH 5 MILES ON
 FD1413'SHELBYVILLE ROAD, TURN LEFT (EAST)
 FD1413'OFF CONCRETE ROAD ONTO GRAVEL ROAD, CONTINUE 1.5
 FD1413'MILES TO RESIDENCE
 FD1413'OF MR DICKENS, AND THENCE TO HIGHEST OF THREE HILLS JUST 1 MILE
 FD1413'SOUTH OF
 FD1413'RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3392 ***********************************************************************
 GA3392  DESIGNATION -  AIRWAY BEACON 23
 GA3392  PID         -  GA3392
 GA3392  STATE/COUNTY-  TN/HAWKINS
 GA3392  USGS QUAD   -  LOVELACE (1971)
 GA3392
 GA3392                         *CURRENT SURVEY CONTROL
 GA3392  ___________________________________________________________________
 GA3392* NAD 83(1995)-  36 24 37.34071(N)    082 42 10.00449(W)     ADJUSTED  
 GA3392* NAVD 88     -                                                        
 GA3392  ___________________________________________________________________
 GA3392  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GA3392  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA3392
 GA3392  HORZ ORDER  -  THIRD
 GA3392
 GA3392.The horizontal coordinates were established by classical geodetic methods
 GA3392.and adjusted by the National Geodetic Survey in April 1999..
 GA3392
 GA3392
 GA3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3392
 GA3392.The geoid height was determined by GEOID03.
 GA3392
 GA3392;                    North         East     Units Scale Factor Converg.
 GA3392;SPC TN       -   235,431.589   895,685.471   MT  0.99999889   +1 55 49.2
 GA3392;SPC TN       -   772,411.80  2,938,594.75   sFT  0.99999889   +1 55 49.2
 GA3392;UTM  17      - 4,030,813.155   347,324.915   MT  0.99988720   -1 00 39.3
 GA3392
 GA3392                          SUPERSEDED SURVEY CONTROL
 GA3392
 GA3392  NAD 83(1995)-  36 24 37.34273(N)    082 42 10.00719(W) AD(       ) 4
 GA3392  NAD 83(1995)-  36 24 37.35008(N)    082 42 10.02246(W) AD(       ) 4
 GA3392  NAD 83(1995)-  36 24 37.34560(N)    082 42 10.00742(W) AD(       ) 4
 GA3392  NAD 83(1986)-  36 24 37.34807(N)    082 42 10.00838(W) AD(       ) 4
 GA3392  NAD 27      -  36 24 36.98800(N)    082 42 10.43800(W) AD(       ) 3
 GA3392
 GA3392.Superseded values are not recommended for survey control.
 GA3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3392.See file dsdata.txt to determine how the superseded data were derived.
 GA3392
 GA3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4732530813(NAD 83)
 GA3392_MARKER: 22 = AIRWAY BEACON
 GA3392
 GA3392  HISTORY     - Date     Condition        Report By
 GA3392  HISTORY     - 1961     FIRST OBSERVED   CGS
 GA3392  HISTORY     - 1963     GOOD             TNHD
 GA3392
 GA3392                          STATION DESCRIPTION
 GA3392
 GA3392'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3392'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF FALL BRANCH, 3
 GA3392'MILES NORTH OF
 GA3392'JEAROLDSTOWN, AT THE TRI-COUNTY CORNER OF HAWKINS,
 GA3392'GREENE AND SULLIVAN AND ABOUT
 GA3392'0.25 MILE NORTHEAST OF THE HIGHEST KNOB
 GA3392'OF THE BAYS MOUNTAIN LOCALLY KNOWN AS CHIMNEY
 GA3392'TOP MOUNTAIN.
 GA3392'
 GA3392'TO REACH THE STATION FROM THE POST OFFICE IN FALL BRANCH, GO NORTH ON
 GA3392'STATE HIGHWAY 81 FOR 1.5
 GA3392'MILES TO A SIDE ROAD ON THE LEFT, TURN SHARP LEFT
 GA3392'AND GO 5.5 MILES TO A SIDE ROAD ON
 GA3392'THE RIGHT, JUST AFTER PASSING A
 GA3392'CITIES SERVICE STATION ON THE RIGHT, TURN RIGHT AND
 GA3392'GO 1.0 MILE TO A
 GA3392'FORK, KEEP RIGHT AND GO 0.05 MILE TO A FORK, KEEP LEFT AND GO 0.15
 GA3392'MILE TO A WIRE
 GA3392'GATE AT A HOUSE ON THE RIGHT, PASS THROUGH GATE AND GO
 GA3392'0.45 MILE TO A GAP IN FENCE, PASS
 GA3392'THROUGH GAP AND GO 0.05 MILE TO A
 GA3392'FORK, KEEP RIGHT, UP HILL AND GO 0.5 MILE TO THE END
 GA3392'OF TRUCK TRAVEL.
 GA3392'HERE PACK NORTHERLY TO THE TOP OF THE RIDGE, THEN RIGHT ALONG RIDGE
 GA3392'TO THE TOP OF THE
 GA3392'NORTHEASTERLY KNOB AND THE STATION.
 GA3392'
 GA3392'THE STATION IS A 4-LEGGED STEEL STRUCTURE, PAINTED ALTERNATE RED AND
 GA3392'WHITE IN COLOR AND THE
 GA3392'OVER-ALL HEIGHT IS ABOUT 60 FEET.  THE POINT OF
 GA3392'INTERSECTION WAS A REVOLVING
 GA3392'LIGHT ON THE TOP.
 GA3392
 GA3392                          STATION RECOVERY (1963)
 GA3392
 GA3392'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GA3392'THE STATION WAS RECOVERED AS DESCRIBED.
 GA3392'
 GA3392'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SW OF FALL
 GA3392'BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2357 ***********************************************************************
 GC2357  DESIGNATION -  AIRWAY BEACON 23
 GC2357  PID         -  GC2357
 GC2357  STATE/COUNTY-  TN/DAVIDSON
 GC2357  USGS QUAD   -  FOREST GROVE (1994)
 GC2357
 GC2357                         *CURRENT SURVEY CONTROL
 GC2357  ___________________________________________________________________
 GC2357* NAD 83(1995)-  36 17 18.37764(N)    086 52 39.25229(W)     ADJUSTED  
 GC2357* NAVD 88     -                                                        
 GC2357  ___________________________________________________________________
 GC2357  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GC2357  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2357
 GC2357  HORZ ORDER  -  THIRD
 GC2357
 GC2357.The horizontal coordinates were established by classical geodetic methods
 GC2357.and adjusted by the National Geodetic Survey in April 1999..
 GC2357
 GC2357
 GC2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2357
 GC2357.The geoid height was determined by GEOID03.
 GC2357
 GC2357;                    North         East     Units Scale Factor Converg.
 GC2357;SPC TN       -   217,273.330   521,166.834   MT  0.99997977   -0 30 49.6
 GC2357;SPC TN       -   712,837.58  1,709,861.52   sFT  0.99997977   -0 30 49.6
 GC2357;UTM  16      - 4,015,948.193   510,993.999   MT  0.99960149   +0 04 20.9
 GC2357
 GC2357                          SUPERSEDED SURVEY CONTROL
 GC2357
 GC2357  NAD 83(1995)-  36 17 18.37956(N)    086 52 39.25390(W) AD(       ) 4
 GC2357  NAD 83(1995)-  36 17 18.38163(N)    086 52 39.25527(W) AD(       ) 4
 GC2357  NAD 83(1986)-  36 17 18.38795(N)    086 52 39.25531(W) AD(       ) 4
 GC2357  NAD 27      -  36 17 18.19800(N)    086 52 39.25800(W) AD(       ) 3
 GC2357
 GC2357.Superseded values are not recommended for survey control.
 GC2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2357.See file dsdata.txt to determine how the superseded data were derived.
 GC2357
 GC2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1099415948(NAD 83)
 GC2357_MARKER: 22 = AIRWAY BEACON
 GC2357
 GC2357  HISTORY     - Date     Condition        Report By
 GC2357  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2357
 GC2357                          STATION DESCRIPTION
 GC2357
 GC2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2357'BEACON ON 51-FOOT TOWER ABOUT 4 MILES SOUTHWEST OF JOELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2329 ***********************************************************************
 GC2329  DESIGNATION -  AIRWAY BEACON 24
 GC2329  PID         -  GC2329
 GC2329  STATE/COUNTY-  TN/ROBERTSON
 GC2329  USGS QUAD   -  GREENBRIER (1981)
 GC2329
 GC2329                         *CURRENT SURVEY CONTROL
 GC2329  ___________________________________________________________________
 GC2329* NAD 83(1995)-  36 24 54.27329(N)    086 50 48.42788(W)     ADJUSTED  
 GC2329* NAVD 88     -                                                        
 GC2329  ___________________________________________________________________
 GC2329  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GC2329  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC2329
 GC2329  HORZ ORDER  -  THIRD
 GC2329
 GC2329.The horizontal coordinates were established by classical geodetic methods
 GC2329.and adjusted by the National Geodetic Survey in April 1999..
 GC2329
 GC2329
 GC2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2329
 GC2329.The geoid height was determined by GEOID03.
 GC2329
 GC2329;                    North         East     Units Scale Factor Converg.
 GC2329;SPC TN       -   231,300.709   524,053.760   MT  0.99999972   -0 29 44.7
 GC2329;SPC TN       -   758,859.08  1,719,333.04   sFT  0.99999972   -0 29 44.7
 GC2329;UTM  16      - 4,029,998.941   513,736.137   MT  0.99960232   +0 05 27.4
 GC2329
 GC2329                          SUPERSEDED SURVEY CONTROL
 GC2329
 GC2329  NAD 83(1995)-  36 24 54.27403(N)    086 50 48.42951(W) AD(       ) 4
 GC2329  NAD 83(1995)-  36 24 54.27715(N)    086 50 48.43216(W) AD(       ) 4
 GC2329  NAD 83(1986)-  36 24 54.28226(N)    086 50 48.43144(W) AD(       ) 4
 GC2329  NAD 27      -  36 24 54.10800(N)    086 50 48.44000(W) AD(       ) 3
 GC2329
 GC2329.Superseded values are not recommended for survey control.
 GC2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2329.See file dsdata.txt to determine how the superseded data were derived.
 GC2329
 GC2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1373629999(NAD 83)
 GC2329_MARKER: 22 = AIRWAY BEACON
 GC2329
 GC2329  HISTORY     - Date     Condition        Report By
 GC2329  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2329
 GC2329                          STATION DESCRIPTION
 GC2329
 GC2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PAS)
 GC2329'BEACON ON 51-FOOT TOWER ABOUT 6 MILES WEST OF GREEN BRIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1620 ***********************************************************************
 FD1620  DESIGNATION -  AIRWAY BEACON 58
 FD1620  PID         -  FD1620
 FD1620  STATE/COUNTY-  TN/PERRY
 FD1620  USGS QUAD   -  COBLE (1968)
 FD1620
 FD1620                         *CURRENT SURVEY CONTROL
 FD1620  ___________________________________________________________________
 FD1620* NAD 83(1995)-  35 47 16.73155(N)    087 43 34.95027(W)     ADJUSTED  
 FD1620* NAVD 88     -                                                        
 FD1620  ___________________________________________________________________
 FD1620  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FD1620  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FD1620
 FD1620  HORZ ORDER  -  THIRD
 FD1620
 FD1620.The horizontal coordinates were established by classical geodetic methods
 FD1620.and adjusted by the National Geodetic Survey in April 1999..
 FD1620
 FD1620
 FD1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1620
 FD1620.The geoid height was determined by GEOID03.
 FD1620
 FD1620;                    North         East     Units Scale Factor Converg.
 FD1620;SPC TN       -   162,768.065   443,944.175   MT  0.99994872   -1 00 38.5
 FD1620;SPC TN       -   534,014.89  1,456,506.85   sFT  0.99994872   -1 00 38.5
 FD1620;UTM  16      - 3,960,676.194   434,358.196   MT  0.99965309   -0 25 29.2
 FD1620
 FD1620                          SUPERSEDED SURVEY CONTROL
 FD1620
 FD1620  NAD 83(1995)-  35 47 16.73329(N)    087 43 34.95363(W) AD(       ) 4
 FD1620  NAD 83(1986)-  35 47 16.74199(N)    087 43 34.95154(W) AD(       ) 4
 FD1620  NAD 27      -  35 47 16.50600(N)    087 43 34.87500(W) AD(       ) 3
 FD1620
 FD1620.Superseded values are not recommended for survey control.
 FD1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1620.See file dsdata.txt to determine how the superseded data were derived.
 FD1620
 FD1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3435860676(NAD 83)
 FD1620_MARKER: 22 = AIRWAY BEACON
 FD1620
 FD1620  HISTORY     - Date     Condition        Report By
 FD1620  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1620
 FD1620                          STATION DESCRIPTION
 FD1620
 FD1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1620'CAP OF 36-INCH BEACON ON 75-FOOT STEEL TOWER, ON SUMMIT OF SMALL
 FD1620'HILL, AND 88.4
 FD1620'FEET N 17 DEG 03 MIN W.  FROM STATION AIRCON
 FD1620'(SEE DESCRIPTION THEREOF).  TO
 FD1620'REACH FROM COBLE, GO NORTH ON
 FD1620'COBLE-LOBELVILLE ROAD (DIRT) 8.6 MILES TO SITE ON
 FD1620'LEFT OF ROAD.  TO
 FD1620'REACH FROM LOBELVILLE, GO NORTH ON COBLE-LOBELVILLE ROAD 2.2 MILES
 FD1620'TO FOOT OF HILL
 FD1620'(NEAR DWELLING HOUSE BELONGING TO MR JOHN S GILMER).
 FD1620'PROCEED ON COBLE-LOBELVILLE
 FD1620'ROAD 2.7 MILES TO SITE WHICH IS AMONG
 FD1620'TREES ABOUT 250 FEET TO RIGHT OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2535 ***********************************************************************
 GC2535  DESIGNATION -  AIRWAY BEACON 62
 GC2535  PID         -  GC2535
 GC2535  STATE/COUNTY-  TN/WILLIAMSON
 GC2535  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC2535
 GC2535                         *CURRENT SURVEY CONTROL
 GC2535  ___________________________________________________________________
 GC2535* NAD 83(1995)-  36 00 35.50865(N)    087 02 43.56236(W)     ADJUSTED  
 GC2535* NAVD 88     -                                                        
 GC2535  ___________________________________________________________________
 GC2535  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GC2535  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC2535
 GC2535  HORZ ORDER  -  THIRD
 GC2535
 GC2535.The horizontal coordinates were established by classical geodetic methods
 GC2535.and adjusted by the National Geodetic Survey in April 1999..
 GC2535
 GC2535
 GC2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2535
 GC2535.The geoid height was determined by GEOID03.
 GC2535
 GC2535;                    North         East     Units Scale Factor Converg.
 GC2535;SPC TN       -   186,513.195   505,757.769   MT  0.99995309   -0 36 43.3
 GC2535;SPC TN       -   611,918.71  1,659,306.95   sFT  0.99995309   -0 36 43.3
 GC2535;UTM  16      - 3,985,043.416   495,905.652   MT  0.99960021   -0 01 36.2
 GC2535
 GC2535                          SUPERSEDED SURVEY CONTROL
 GC2535
 GC2535  NAD 83(1995)-  36 00 35.51305(N)    087 02 43.56361(W) AD(       ) 4
 GC2535  NAD 83(1995)-  36 00 35.51061(N)    087 02 43.56517(W) AD(       ) 4
 GC2535  NAD 83(1986)-  36 00 35.51984(N)    087 02 43.56546(W) AD(       ) 4
 GC2535  NAD 27      -  36 00 35.29700(N)    087 02 43.54700(W) AD(       ) 3
 GC2535
 GC2535.Superseded values are not recommended for survey control.
 GC2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2535.See file dsdata.txt to determine how the superseded data were derived.
 GC2535
 GC2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9590685043(NAD 83)
 GC2535_MARKER: 22 = AIRWAY BEACON
 GC2535
 GC2535  HISTORY     - Date     Condition        Report By
 GC2535  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2535
 GC2535                          STATION DESCRIPTION
 GC2535
 GC2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 GC2535'A 36-INCH BEACON ON 62-FOOT STEEL TOWER, 6.8 MILES SOUTHWEST OF
 GC2535'BELLEVIEW, ON RIDGE WITH GROUND SLOPING DOWN TOWARD THE NORTH, EAST,
 GC2535'AND SOUTH AND SLIGHTLY UP TOWARD THE NORTHWEST.  RIDGE IS COVERED
 GC2535'WITH TREES AVERAGING ABOUT 40 FEET IN HEIGHT, THE HIGHEST TREES
 GC2535'BEING ABOUT 60 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2314 ***********************************************************************
 GC2314  DESIGNATION -  AIRWAY BEACON 63
 GC2314  PID         -  GC2314
 GC2314  STATE/COUNTY-  TN/DAVIDSON
 GC2314  USGS QUAD   -  BELLEVUE (1983)
 GC2314
 GC2314                         *CURRENT SURVEY CONTROL
 GC2314  ___________________________________________________________________
 GC2314* NAD 83(1995)-  36 04 16.23048(N)    086 52 50.72159(W)     ADJUSTED  
 GC2314* NAVD 88     -                                                        
 GC2314  ___________________________________________________________________
 GC2314  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GC2314  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC2314
 GC2314  HORZ ORDER  -  THIRD
 GC2314
 GC2314.The horizontal coordinates were established by classical geodetic methods
 GC2314.and adjusted by the National Geodetic Survey in April 1999..
 GC2314
 GC2314
 GC2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2314
 GC2314.The geoid height was determined by GEOID03.
 GC2314
 GC2314;                    North         East     Units Scale Factor Converg.
 GC2314;SPC TN       -   193,169.647   520,663.698   MT  0.99995694   -0 30 56.3
 GC2314;SPC TN       -   633,757.42  1,708,210.82   sFT  0.99995694   -0 30 56.3
 GC2314;UTM  16      - 3,991,849.442   510,737.515   MT  0.99960142   +0 04 12.8
 GC2314
 GC2314                          SUPERSEDED SURVEY CONTROL
 GC2314
 GC2314  NAD 83(1995)-  36 04 16.23276(N)    086 52 50.72352(W) AD(       ) 4
 GC2314  NAD 83(1995)-  36 04 16.23357(N)    086 52 50.72351(W) AD(       ) 4
 GC2314  NAD 83(1986)-  36 04 16.24108(N)    086 52 50.72458(W) AD(       ) 4
 GC2314  NAD 27      -  36 04 16.02500(N)    086 52 50.72400(W) AD(       ) 3
 GC2314
 GC2314.Superseded values are not recommended for survey control.
 GC2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2314.See file dsdata.txt to determine how the superseded data were derived.
 GC2314
 GC2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1073891849(NAD 83)
 GC2314_MARKER: 22 = AIRWAY BEACON
 GC2314
 GC2314  HISTORY     - Date     Condition        Report By
 GC2314  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2314
 GC2314                          STATION DESCRIPTION
 GC2314
 GC2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2314'STATION IS THE CENTER OF THE ROTATING WHITE LIGHT ATOP A 4 LEGGED
 GC2314'STEEL STRUCTURE. IT IS LOCATED ABOUT 8 MILES SOUTHWEST OF THE CENTER
 GC2314'OF NASHVILLE, ON A HIGH HILL IN PERCY WARNER PARK. THE BEACON IS 75
 GC2314'FEET HIGH, AND IS PAINTED IN ALTERNATE RED AND WHITE
 GC2314'SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2227 ***********************************************************************
 GC2227  DESIGNATION -  AIRWAY BEACON 64
 GC2227  PID         -  GC2227
 GC2227  STATE/COUNTY-  TN/DAVIDSON
 GC2227  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2227
 GC2227                         *CURRENT SURVEY CONTROL
 GC2227  ___________________________________________________________________
 GC2227* NAD 83(1995)-  36 07 57.99255(N)    086 37 45.39962(W)     ADJUSTED  
 GC2227* NAVD 88     -                                                        
 GC2227  ___________________________________________________________________
 GC2227  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GC2227  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC2227
 GC2227  HORZ ORDER  -  THIRD
 GC2227
 GC2227.The horizontal coordinates were established by classical geodetic methods
 GC2227.and adjusted by the National Geodetic Survey in April 1999..
 GC2227
 GC2227
 GC2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2227
 GC2227.The geoid height was determined by GEOID03.
 GC2227
 GC2227;                    North         East     Units Scale Factor Converg.
 GC2227;SPC TN       -   199,829.726   543,359.811   MT  0.99996195   -0 22 06.3
 GC2227;SPC TN       -   655,608.03  1,782,672.98   sFT  0.99996195   -0 22 06.3
 GC2227;UTM  16      - 3,998,739.016   533,356.295   MT  0.99961371   +0 13 07.0
 GC2227
 GC2227                          SUPERSEDED SURVEY CONTROL
 GC2227
 GC2227  NAD 83(1995)-  36 07 57.99436(N)    086 37 45.40203(W) AD(       ) 4
 GC2227  NAD 83(1995)-  36 07 57.99620(N)    086 37 45.39905(W) AD(       ) 4
 GC2227  NAD 83(1986)-  36 07 58.00324(N)    086 37 45.40300(W) AD(       ) 4
 GC2227  NAD 27      -  36 07 57.80100(N)    086 37 45.41100(W) AD(       ) 3
 GC2227
 GC2227.Superseded values are not recommended for survey control.
 GC2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2227.See file dsdata.txt to determine how the superseded data were derived.
 GC2227
 GC2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3335698739(NAD 83)
 GC2227_MARKER: 22 = AIRWAY BEACON
 GC2227
 GC2227  HISTORY     - Date     Condition        Report By
 GC2227  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2227
 GC2227                          STATION DESCRIPTION
 GC2227
 GC2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2227'A 36-NCH BEACON ON 51-FOOT STEEL TOWER, ABOUT 7 MILES EAST-SOUTHEAST
 GC2227'OF NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2192 ***********************************************************************
 GC2192  DESIGNATION -  AIRWAY BEACON 65
 GC2192  PID         -  GC2192
 GC2192  STATE/COUNTY-  TN/WILSON
 GC2192  USGS QUAD   -  HENDERSONVILLE (1983)
 GC2192
 GC2192                         *CURRENT SURVEY CONTROL
 GC2192  ___________________________________________________________________
 GC2192* NAD 83(1995)-  36 16 44.43364(N)    086 33 12.14982(W)     ADJUSTED  
 GC2192* NAVD 88     -                                                        
 GC2192  ___________________________________________________________________
 GC2192  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 GC2192  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2192
 GC2192  HORZ ORDER  -  THIRD
 GC2192
 GC2192.The horizontal coordinates were established by classical geodetic methods
 GC2192.and adjusted by the National Geodetic Survey in April 1999..
 GC2192
 GC2192
 GC2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2192
 GC2192.The geoid height was determined by GEOID03.
 GC2192
 GC2192;                    North         East     Units Scale Factor Converg.
 GC2192;SPC TN       -   216,014.192   550,283.352   MT  0.99997848   -0 19 26.3
 GC2192;SPC TN       -   708,706.56  1,805,387.96   sFT  0.99997848   -0 19 26.3
 GC2192;UTM  16      - 4,014,987.897   540,111.108   MT  0.99961982   +0 15 51.4
 GC2192
 GC2192                          SUPERSEDED SURVEY CONTROL
 GC2192
 GC2192  NAD 83(1995)-  36 16 44.43477(N)    086 33 12.15111(W) AD(       ) 4
 GC2192  NAD 83(1995)-  36 16 44.43992(N)    086 33 12.15214(W) AD(       ) 4
 GC2192  NAD 83(1986)-  36 16 44.44374(N)    086 33 12.15293(W) AD(       ) 4
 GC2192  NAD 27      -  36 16 44.26100(N)    086 33 12.17400(W) AD(       ) 3
 GC2192
 GC2192.Superseded values are not recommended for survey control.
 GC2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2192.See file dsdata.txt to determine how the superseded data were derived.
 GC2192
 GC2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4011114988(NAD 83)
 GC2192_MARKER: 22 = AIRWAY BEACON
 GC2192
 GC2192  HISTORY     - Date     Condition        Report By
 GC2192  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2192
 GC2192                          STATION DESCRIPTION
 GC2192
 GC2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2192'A 24-INCH BEACON ON 87-FOOT STEEL TOWER ON KNOB OVERLOOKING
 GC2192'CUMBERLAND RIVER VALLEY. TO REACH FROM COMMUNITY HOUSE AT OLD
 GC2192'HICKORY, GO EAST AND SOUTH (FOLLOWING SIGNS TO HERMITAGE) 2.9
 GC2192'MILES TO ANDREW JACKSON SCHOOL, CONTINUE EAST 3 MILES ON PAVED
 GC2192'ROAD (RABBIT LANE), TURN NORTH ONTO COUNTRY ROAD AND GO 0.65 MILE,
 GC2192'TURN NORTHWEST, GO 2.6 MILES TO TWO LETTER BOXES, TURN NORTHEAST,
 GC2192'GO 0.5 MILE TO FORKS, TURN RIGHT, GO 0.2 MILE UP BED OF STREAM, TURN
 GC2192'LEFT LEAVING STREAM, GO 0.5 MILE, TURN LEFT, PASS THROUGH GATE, AND
 GC2192'GO 0.2 MILE TO SEWELLS HOUSE, NEAR BEACON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2181 ***********************************************************************
 GC2181  DESIGNATION -  AIRWAY BEACON 66
 GC2181  PID         -  GC2181
 GC2181  STATE/COUNTY-  TN/SUMNER
 GC2181  USGS QUAD   -  GALLATIN (1983)
 GC2181
 GC2181                         *CURRENT SURVEY CONTROL
 GC2181  ___________________________________________________________________
 GC2181* NAD 83(1995)-  36 24 24.78720(N)    086 28 16.65575(W)     ADJUSTED  
 GC2181* NAVD 88     -                                                        
 GC2181  ___________________________________________________________________
 GC2181  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 GC2181  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2181
 GC2181  HORZ ORDER  -  THIRD
 GC2181
 GC2181.The horizontal coordinates were established by classical geodetic methods
 GC2181.and adjusted by the National Geodetic Survey in April 1999..
 GC2181
 GC2181
 GC2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2181
 GC2181.The geoid height was determined by GEOID03.
 GC2181
 GC2181;                    North         East     Units Scale Factor Converg.
 GC2181;SPC TN       -   230,165.059   557,726.054   MT  0.99999828   -0 16 33.3
 GC2181;SPC TN       -   755,133.20  1,829,806.23   sFT  0.99999828   -0 16 33.3
 GC2181;UTM  16      - 4,029,209.337   547,405.302   MT  0.99962769   +0 18 49.7
 GC2181
 GC2181                          SUPERSEDED SURVEY CONTROL
 GC2181
 GC2181  NAD 83(1995)-  36 24 24.78840(N)    086 28 16.65657(W) AD(       ) 4
 GC2181  NAD 83(1995)-  36 24 24.79378(N)    086 28 16.65884(W) AD(       ) 4
 GC2181  NAD 83(1986)-  36 24 24.79707(N)    086 28 16.65925(W) AD(       ) 4
 GC2181  NAD 27      -  36 24 24.63000(N)    086 28 16.68000(W) AD(       ) 3
 GC2181
 GC2181.Superseded values are not recommended for survey control.
 GC2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2181.See file dsdata.txt to determine how the superseded data were derived.
 GC2181
 GC2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4740529209(NAD 83)
 GC2181_MARKER: 22 = AIRWAY BEACON
 GC2181
 GC2181  HISTORY     - Date     Condition        Report By
 GC2181  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2181
 GC2181                          STATION DESCRIPTION
 GC2181
 GC2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2181'A 24-INCH BEACON ON 75-FOOT STEEL TOWER ABOUT 2 MILES NORTHWEST OF
 GC2181'GALLATIN.  TO REACH FROM GALLATIN, GO NORTHWEST ON ROUTE 25
 GC2181'APPROXIMATELY 1.1 MILES TO BRIDGE, CROSS BRIDGE, TURN RIGHT ONTO DIRT
 GC2181'ROAD AND GO APPROXIMATELY 1 MILE TO BEACON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2099 ***********************************************************************
 GC2099  DESIGNATION -  AIRWAY BEACON 67
 GC2099  PID         -  GC2099
 GC2099  STATE/COUNTY-  TN/SUMNER
 GC2099  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC2099
 GC2099                         *CURRENT SURVEY CONTROL
 GC2099  ___________________________________________________________________
 GC2099* NAD 83(1995)-  36 33 13.86780(N)    086 27 17.99542(W)     ADJUSTED  
 GC2099* NAVD 88     -                                                        
 GC2099  ___________________________________________________________________
 GC2099  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 GC2099  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2099
 GC2099  HORZ ORDER  -  THIRD
 GC2099
 GC2099.The horizontal coordinates were established by classical geodetic methods
 GC2099.and adjusted by the National Geodetic Survey in April 1999..
 GC2099
 GC2099
 GC2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2099
 GC2099.The geoid height was determined by GEOID03.
 GC2099
 GC2099;                    North         East     Units Scale Factor Converg.
 GC2099;SPC TN       -   246,466.770   559,263.447   MT  1.00002721   -0 15 58.9
 GC2099;SPC TN       -   808,616.39  1,834,850.16   sFT  1.00002721   -0 15 58.9
 GC2099;SPC KY1Z     - 1,024,714.079 1,436,872.107   MT  1.00016869   -0 25 58.2
 GC2099;SPC KY1Z     - 3,361,916.11  4,714,137.90   sFT  1.00016869   -0 25 58.2
 GC2099;SPC KY S     -   524,707.486   436,880.378   MT  1.00003742   -0 25 39.2
 GC2099;SPC KY S     - 1,721,477.81  1,433,331.71   sFT  1.00003742   -0 25 39.2
 GC2099;UTM  16      - 4,045,519.762   548,774.129   MT  0.99962931   +0 19 28.5
 GC2099
 GC2099                          SUPERSEDED SURVEY CONTROL
 GC2099
 GC2099  NAD 83(1995)-  36 33 13.86842(N)    086 27 17.99567(W) AD(       ) 4
 GC2099  NAD 83(1995)-  36 33 13.87566(N)    086 27 17.99914(W) AD(       ) 4
 GC2099  NAD 83(1986)-  36 33 13.87722(N)    086 27 17.99915(W) AD(       ) 4
 GC2099  NAD 27      -  36 33 13.72900(N)    086 27 18.02200(W) AD(       ) 3
 GC2099
 GC2099.Superseded values are not recommended for survey control.
 GC2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2099.See file dsdata.txt to determine how the superseded data were derived.
 GC2099
 GC2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4877445520(NAD 83)
 GC2099_MARKER: 22 = AIRWAY BEACON
 GC2099
 GC2099  HISTORY     - Date     Condition        Report By
 GC2099  HISTORY     - 1933     FIRST OBSERVED   CGS
 GC2099
 GC2099                          STATION DESCRIPTION
 GC2099
 GC2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2099'A 24-INCH BEACON ON 87-FOOT STEEL TOWER, 4.95 MILES BY ROAD FROM
 GC2099'PORTLAND, AND ABOUT 3 MILES EAST OF FOUNTAIN HEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1504 ***********************************************************************
 FE1504  DESIGNATION -  AIRWAYS
 FE1504  PID         -  FE1504
 FE1504  STATE/COUNTY-  TN/SHELBY
 FE1504  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1504
 FE1504                         *CURRENT SURVEY CONTROL
 FE1504  ___________________________________________________________________
 FE1504* NAD 83(1995)-  35 04 42.09018(N)    089 59 05.07271(W)     ADJUSTED  
 FE1504* NAVD 88     -        84.826  (meters)     278.30   (feet)  ADJUSTED  
 FE1504  ___________________________________________________________________
 FE1504  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FE1504  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1504  DYNAMIC HT  -          84.748 (meters)     278.04  (feet)  COMP
 FE1504  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 FE1504
 FE1504  HORZ ORDER  -  SECOND
 FE1504  VERT ORDER  -  SECOND    CLASS 0
 FE1504
 FE1504.The horizontal coordinates were established by classical geodetic methods
 FE1504.and adjusted by the National Geodetic Survey in April 1999..
 FE1504
 FE1504.The orthometric height was determined by differential leveling
 FE1504.and adjusted by the National Geodetic Survey in June 1991..
 FE1504
 FE1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1504
 FE1504.The geoid height was determined by GEOID03.
 FE1504
 FE1504.The dynamic height is computed by dividing the NAVD 88
 FE1504.geopotential number by the normal gravity value computed on the
 FE1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1504.degrees latitude (g = 980.6199 gals.).
 FE1504
 FE1504.The modeled gravity was interpolated from observed gravity values.
 FE1504
 FE1504;                    North         East     Units Scale Factor Converg.
 FE1504;SPC TN       -    90,059.192   236,675.056   MT  1.00003472   -2 19 58.2
 FE1504;SPC TN       -   295,469.20    776,491.41   sFT  1.00003472   -2 19 58.2
 FE1504;UTM  16      - 3,885,808.678   227,855.095   MT  1.00051288   -1 42 58.9
 FE1504;UTM  15      - 3,885,892.505   774,928.111   MT  1.00053165   +1 44 02.2
 FE1504
 FE1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1504!SPC TN       -   0.99999098  x   1.00003472  =   1.00002570
 FE1504!UTM  16      -   0.99999098  x   1.00051288  =   1.00050385
 FE1504!UTM  15      -   0.99999098  x   1.00053165  =   1.00052262
 FE1504
 FE1504:                Primary Azimuth Mark                     Grid Az
 FE1504:SPC TN       -  LAMAR                                    084 36 50.8
 FE1504:UTM  16      -  LAMAR                                    083 59 51.5
 FE1504:UTM  15      -  LAMAR                                    080 32 50.4
 FE1504
 FE1504|---------------------------------------------------------------------|
 FE1504| PID    Reference Object                     Distance      Geod. Az  |
 FE1504|                                                           dddmmss.s |
 FE1504| FE1500 LAMAR                               APPROX. 2.4 KM 0821652.6 |
 FE1504| FE1505 AIRWAYS RM 1                         25.040 METERS 09318     |
 FE1504| FE1506 AIRWAYS RM 2                         27.544 METERS 22340     |
 FE1504|---------------------------------------------------------------------|
 FE1504
 FE1504                          SUPERSEDED SURVEY CONTROL
 FE1504
 FE1504  NAD 83(1995)-  35 04 42.09197(N)    089 59 05.07225(W) AD(       ) 2
 FE1504  NAD 83(1995)-  35 04 42.09525(N)    089 59 05.07294(W) AD(       ) 2
 FE1504  NAD 83(1986)-  35 04 42.10016(N)    089 59 05.07365(W) AD(       ) 2
 FE1504  NAD 27      -  35 04 41.77460(N)    089 59 04.75120(W) AD(       ) 2
 FE1504  NGVD 29 (??/??/??)   84.794  (m)          278.19   (f) ADJUSTED    2 0
 FE1504
 FE1504.Superseded values are not recommended for survey control.
 FE1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1504.See file dsdata.txt to determine how the superseded data were derived.
 FE1504
 FE1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2785585809(NAD 83)
 FE1504_MARKER: DE = TRAVERSE STATION DISK
 FE1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1504_STAMPING: AIRWAYS 1959
 FE1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1504+STABILITY: SURFACE MOTION
 FE1504
 FE1504  HISTORY     - Date     Condition        Report By
 FE1504  HISTORY     - 1959     MONUMENTED       CGS
 FE1504  HISTORY     - 1959     GOOD             CGS
 FE1504  HISTORY     - 1962     GOOD             CGS
 FE1504  HISTORY     - 1971     GOOD             NGS
 FE1504  HISTORY     - 1975     GOOD             NGS
 FE1504  HISTORY     - 1975     GOOD             NGS
 FE1504  HISTORY     - 1982     SEE DESCRIPTION  NGS
 FE1504  HISTORY     - 20021016 MARK NOT FOUND   USACE
 FE1504
 FE1504                          STATION DESCRIPTION
 FE1504
 FE1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1504'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF THE DOWNTOWN
 FE1504'SECTION OF MEMPHIS, 0.7 MILE NORTH OF THE NORTHWEST CORNER OF THE
 FE1504'MEMPHIS MUNICIPAL AIRPORT, 0.05 MILE SOUTH OF KETCHUM ROAD, AND 87
 FE1504'FEET EAST OF AIRWAYS ROAD.
 FE1504'
 FE1504'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED AIRWAYS
 FE1504'1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FE1504'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 87 FEET EAST OF THE CENTER
 FE1504'OF AIRWAYS ROAD, 30 FEET NORTH OF THE NORTH ENTRANCE OF A
 FE1504'PRIVATE DRIVEWAY, AND 5 FEET EAST OF A WITNESS SIGN.
 FE1504'
 FE1504'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION DISK
 FE1504'STAMPED AIRWAYS 1959 AND IS SET ABOUT 30 INCHES BELOW THE SURFACE
 FE1504'OF THE GROUND.
 FE1504'
 FE1504'REFERENCE MARK 1, A STANDARD DISK STAMPED AIRWAYS NO 1 1959, IS SET
 FE1504'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 FE1504'INCH ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION
 FE1504'MARK.  IT IS 24 FEET SOUTH OF AN EAST- WEST FENCE LINE, AND 33 FEET
 FE1504'SOUTHWEST OF A BRICK BUILDING.
 FE1504'
 FE1504'REFERENCE MARK 2, A STANDARD DISK STAMPED AIRWAYS NO 2 1959, IS SET
 FE1504'IN A DRILL HOLE IN A NORTH-SOUTH CONCRETE WALK AND IS ABOUT 5 FEET
 FE1504'LOWER THAN THE STATION MARK.  IT IS 42 FEET EAST OF THE CENTER OF
 FE1504'AIRWAYS ROAD, 30 FEET NORTHEAST OF A POWER LINE POLE, AND 18 INCHES
 FE1504'EAST OF THE WEST EDGE OF THE CONCRETE WALK.
 FE1504'
 FE1504'FOR INFORMATION REGARDING AIRWAYS AZIMUTH MARK SEE DESCRIPTION
 FE1504'THEREOF.
 FE1504
 FE1504                          STATION RECOVERY (1959)
 FE1504
 FE1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1504'IN MEMPHIS.
 FE1504'THE MARK IS NOW LOCATED AT THE WEST EDGE OF THE LEVEL TOP OF THE
 FE1504'BANK WITHIN THE RIGHT-OF-WAY AND NORTHEAST OF THE NORTHBOUND AIRWAYS
 FE1504'BOULEVARD OFF-RAMP OF I-40, 120.9 FEET SOUTH OF UTILITY POLE "99-70/
 FE1504'47191", 72.2 FEET NORTHEAST OF A LIGHT STANDARD, 43.3 FEET EAST OF
 FE1504'TH EAST EDGE OF A SIDEWALK, 33.0 FEET NORTH OF A CULVERT, 17.4 FEET
 FE1504'SOUTH OF A BEND IN THE FENCE LINE, AND 9.7 FEET SOUTHWEST OF THE
 FE1504'FENCE.  A DISK SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FE1504
 FE1504                          STATION RECOVERY (1962)
 FE1504
 FE1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE1504'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 FE1504'THE TENNESSEE QUAD 350893 STATION 1013.  REFERENCE MARK 1 WAS NOT
 FE1504'RECOVERED.  REFERENCE MARK 2 HAS BEEN DESTROYED DURING CONSTRUCTION
 FE1504'OF THE NEW HIGHWAY AND THE SIDEWALK HAS BEEN REMOVED.  STATION
 FE1504'MARK AND AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 FE1504
 FE1504                          STATION RECOVERY (1971)
 FE1504
 FE1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 FE1504'THE STATION MARK AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION AS
 FE1504'DESCRIBED.  THE R.M. NO. 2 WAS SEARCHED FOR, BUT COULD NOT BE
 FE1504'RECOVERED.  THE AZIMUTH MARK WAS DESTROYED OR BURIED.
 FE1504'
 FE1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 FE1504'SOUTHEAST OF DOWNTOWN MEMPHIS.
 FE1504
 FE1504                          STATION RECOVERY (1975)
 FE1504
 FE1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 FE1504'RECOVERED IN GOOD CONDITION.  THE STATION IS NOW LOCATED AT THE WEST
 FE1504'EDGE OF THE LEVEL TOP OF THE BANK WITHIN THE RIGHT-OF-WAY AND
 FE1504'NORTHEAST OF THE NORTHBOUND AIRWAYS BOULEVARD OFF-RAMP OF I-40,
 FE1504'120.9 FEET SOUTH OF UTILITY POLE 99-70 ( 47191, 72.2 FEET
 FE1504'NORTHEAST OF A LIGHT STANDARD, 43.3 FEET EAST OF THE EAST EDGE OF
 FE1504'A SIDEWALK, 33.0 FEET NORTH OF A CULVERT, 17.4 FEET SOUTH OF A
 FE1504'BEND IN THE FENCE LINE, AND 9.7 FEET SOUTHWEST OF THE FENCE.
 FE1504'
 FE1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEMPHIS.
 FE1504
 FE1504                          STATION RECOVERY (1975)
 FE1504
 FE1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE1504'RECOVERED IN GOOD CONDITION.
 FE1504
 FE1504                          STATION RECOVERY (1982)
 FE1504
 FE1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 FE1504'STATION RECOVERED AS DESCRIBED.  RM 1 WAS NOT SEARCHED FOR.  RM 2
 FE1504'COULD NOT BE FOUND.  THE AZIMUTH MARK APPEARS TO HAVE BEEN
 FE1504'DESTROYED BY THE CONSTRUCTION OF A BRIDGE OVERPASS.
 FE1504'
 FE1504'THE STATION IS IN DANGER OF BEING DESTROYED BY EROSION OF THE
 FE1504'GROUND AROUND THE STATION.
 FE1504'
 FE1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 FE1504'SOUTHEAST OF MEMPHIS.
 FE1504
 FE1504                          STATION RECOVERY (2002)
 FE1504
 FE1504'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2408 ***********************************************************************
 FE2408  DESIGNATION -  ALAMO
 FE2408  PID         -  FE2408
 FE2408  STATE/COUNTY-  TN/CROCKETT
 FE2408  USGS QUAD   -  ALAMO (1964)
 FE2408
 FE2408                         *CURRENT SURVEY CONTROL
 FE2408  ___________________________________________________________________
 FE2408* NAD 83(1995)-  35 46 45.22931(N)    089 06 50.86081(W)     ADJUSTED  
 FE2408* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 FE2408  ___________________________________________________________________
 FE2408  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FE2408  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2408
 FE2408  HORZ ORDER  -  SECOND
 FE2408
 FE2408.The horizontal coordinates were established by classical geodetic methods
 FE2408.and adjusted by the National Geodetic Survey in April 1999..
 FE2408
 FE2408.The orthometric height was scaled from a topographic map.
 FE2408
 FE2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2408
 FE2408.The geoid height was determined by GEOID03.
 FE2408
 FE2408;                    North         East     Units Scale Factor Converg.
 FE2408;SPC TN       -   164,899.752   318,500.144   MT  0.99994886   -1 49 23.3
 FE2408;SPC TN       -   541,008.60  1,044,945.89   sFT  0.99994886   -1 49 23.3
 FE2408;UTM  16      - 3,961,524.028   308,915.178   MT  1.00004995   -1 14 11.1
 FE2408
 FE2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2408!SPC TN       -   0.99998573  x   0.99994886  =   0.99993460
 FE2408!UTM  16      -   0.99998573  x   1.00004995  =   1.00003568
 FE2408
 FE2408:                Primary Azimuth Mark                     Grid Az
 FE2408:SPC TN       -  ALAMO AZ MK                              016 36 33.1
 FE2408:UTM  16      -  ALAMO AZ MK                              016 01 20.9
 FE2408
 FE2408|---------------------------------------------------------------------|
 FE2408| PID    Reference Object                     Distance      Geod. Az  |
 FE2408|                                                           dddmmss.s |
 FE2408| CG3102 ALAMO AZ MK                                        0144709.8 |
 FE2408| CG3106 ALAMO RM 3                           24.411 METERS 13946     |
 FE2408| CG3103 ALAMO AZ MK 2                                      1865542.4 |
 FE2408| FE2409 ALAMO 2                               3.446 METERS 18943     |
 FE2408| CG3104 ALAMO RM 1                           26.033 METERS 26418     |
 FE2408| FE2407 ALAMO MUNICIPAL TANK                203.073 METERS 34805     |
 FE2408| CG3105 ALAMO RM 2                           26.598 METERS 34950     |
 FE2408|---------------------------------------------------------------------|
 FE2408
 FE2408                          SUPERSEDED SURVEY CONTROL
 FE2408
 FE2408  NAD 83(1995)-  35 46 45.23404(N)    089 06 50.86354(W) AD(       ) 2
 FE2408  NAD 83(1986)-  35 46 45.24063(N)    089 06 50.86140(W) AD(       ) 2
 FE2408  NAD 27      -  35 46 44.97750(N)    089 06 50.62350(W) AD(       ) 2
 FE2408
 FE2408.Superseded values are not recommended for survey control.
 FE2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2408.See file dsdata.txt to determine how the superseded data were derived.
 FE2408
 FE2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0891561524(NAD 83)
 FE2408_MARKER: DS = TRIANGULATION STATION DISK
 FE2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2408
 FE2408  HISTORY     - Date     Condition        Report By
 FE2408  HISTORY     - 1958     MONUMENTED       CGS
 FE2408  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FE2408
 FE2408                          STATION DESCRIPTION
 FE2408
 FE2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2408'THE STATION IS IN THE SOUTHEASTERN SECTION OF ALAMO. IT IS 28 FEET
 FE2408'SOUTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 10 FEET NORTH
 FE2408'OF A WHITE WITNESS POST, 9 FEET NORTH OF A POWERLINE POLE AND 34 FEET
 FE2408'SOUTHEAST OF THE SOUTHEAST CORNER OF A CORSET FACTORY. THE
 FE2408'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ALAMO 1958.
 FE2408'
 FE2408'TO REACH THE STATION FROM THE EASTERN SIDE OF THE COURTHOUSE IN
 FE2408'ALAMO, GO EAST 1 BLOCK TO MILL STREET. TURN RIGHT, SOUTH AND GO
 FE2408'0.4 MILE TO THE SOUTH EDGE OF THE CORSET FACTORY.  TURN LEFT IN
 FE2408'DRIVEWAY ALONG THE SOUTH SIDE OF THE FACTORY FOR 0.05 MILE TO
 FE2408'THE STATION ON THE RIGHT.
 FE2408'
 FE2408'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.05 MILE TO
 FE2408'MILL STREET. TURN RIGHT ON MILL STREET AND GO 0.25 MILE TO GIN
 FE2408'STREET. TURN RIGHT, EAST, ON GIN STREET FOR 0.1 MILE TO CHERRY
 FE2408'STREET. TURN RIGHT, SOUTH ON CHERRY STREET FOR 0.05 MILE
 FE2408'TO THE MARK ON THE LEFT.
 FE2408'
 FE2408'REFERENCE MARK 1 IS 1 FOOT NORTH OF A FENCE, 52 FEET SOUTH OF THE
 FE2408'SOUTH SIDE OF THE FACTORY, 18 FEET EAST OF A POWERLINE
 FE2408'POLE, 18 FEET EAST OF A FENCE CORNER AND 84 FEET WEST OF A WHITE
 FE2408'WITNESS POST. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE2408'STAMPED ALAMO NO 1 1958.
 FE2408'
 FE2408'REFERENCE MARK 2 IS 1 FOOT EAST OF THE EAST SIDE OF THE FACTORY AND
 FE2408'56 FEET NORTH OF THE SOUTHEAST CORNER OF THE FACTORY. THE
 FE2408'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED ALAMO NO 2 1958.
 FE2408'
 FE2408'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF A POWERLINE POLE, 16 FEET
 FE2408'EAST OF THE CENTERLINE OF CHERRY STREET AND 44 FEET NORTHWEST
 FE2408'OF THE NORTHWEST CORNER OF A FRAME HOUSE. IT IS ON THE PROPERTY OF
 FE2408'MR. WILLIAM THOMAS EVANS. THE MONUMENT IS FLUSH AND THE DISK
 FE2408'IS STAMPED ALAMO 1958.
 FE2408'
 FE2408'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2408
 FE2408                          STATION RECOVERY (1959)
 FE2408
 FE2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2408'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 FE2408'GOOD CONDITION. THE SURFACE STATION MARK DISK WAS FOUND
 FE2408'DESTROYED AND THE UNDERGROUND MARK WAS USED. THE AZIMUTH MARK IS NOT
 FE2408'V.G. BECAUSE OF A BUILDING BEING BUILT ON LINE. REFERENCE
 FE2408'MARK 2 IS UNDERNEATH THE BUILDING AND IS LOST. A NEW STATION ALAMO 2
 FE2408'1959, A NEW R.M. 3 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 FE2408'THE OLD UNDERGROUND MARK WAS LEFT IN PLACE.
 FE2408'
 FE2408'REFERENCE MARK 3 IS 54 FEET SOUTH OF A WIRE FENCE, 33 FEET NORTH OF A
 FE2408'WIRE FENCE AND IS SET IN A BOARD FENCE LINE.  THE MONUMENT IS
 FE2408'FLUSH AND THE DISK IS STAMPED ALAMO NO 3 1958.
 FE2408'
 FE2408'ALAMO 2 1959 IS 6 INCHES SOUTH OF A WIRE FENCE, 1 FOOT SOUTH OF A
 FE2408'WHITE WITNESS POST, 3 FEET SOUTHWEST OF A POWER POLE AND 105
 FE2408'FEET EAST OF A FENCE CORNER. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2408'STAMPED ALAMO 2 1959.
 FE2408'
 FE2408'THE AZIMUTH MARK IS 2 FEET NORTH OF A WHITE WITNESS POST, 6 INCHES
 FE2408'EAST OF A WIRE FENCE, 29 FEET WEST OF THE CENTERLINE OF
 FE2408'STATE HIGHWAY 88 AND 17 FEET SOUTH OF A TELEPHONE POLE. THE MONUMENT
 FE2408'IS FLUSH AND THE DISK IS STAMPED ALAMO NO 2 1958.
 FE2408'
 FE2408'TO REACH THE AZIMUTH MARK FROM THE SOUTHWEST CORNER OF THE SOUTHERN
 FE2408'FOUNDATIONS FACTORY, GO WEST ON A PAVED STREET FOR 0.1
 FE2408'MILE TO A T-ROAD. TURN LEFT AND GO SOUTH AND SOUTHEAST FOR 0.5 MILE
 FE2408'TO THE AZIMUTH ON THE RIGHT.
 FE2408'
 FE2408'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2409 ***********************************************************************
 FE2409  DESIGNATION -  ALAMO 2
 FE2409  PID         -  FE2409
 FE2409  STATE/COUNTY-  TN/CROCKETT
 FE2409  USGS QUAD   -  ALAMO (1964)
 FE2409
 FE2409                         *CURRENT SURVEY CONTROL
 FE2409  ___________________________________________________________________
 FE2409* NAD 83(1995)-  35 46 45.11910(N)    089 06 50.88396(W)     ADJUSTED  
 FE2409* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 FE2409  ___________________________________________________________________
 FE2409  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FE2409  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2409
 FE2409  HORZ ORDER  -  SECOND
 FE2409
 FE2409.The horizontal coordinates were established by classical geodetic methods
 FE2409.and adjusted by the National Geodetic Survey in April 1999..
 FE2409
 FE2409.The orthometric height was scaled from a topographic map.
 FE2409
 FE2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2409
 FE2409.The geoid height was determined by GEOID03.
 FE2409
 FE2409;                    North         East     Units Scale Factor Converg.
 FE2409;SPC TN       -   164,896.375   318,499.455   MT  0.99994886   -1 49 23.3
 FE2409;SPC TN       -   540,997.52  1,044,943.63   sFT  0.99994886   -1 49 23.3
 FE2409;UTM  16      - 3,961,520.644   308,914.523   MT  1.00004996   -1 14 11.2
 FE2409
 FE2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2409!SPC TN       -   0.99998573  x   0.99994886  =   0.99993460
 FE2409!UTM  16      -   0.99998573  x   1.00004996  =   1.00003569
 FE2409
 FE2409                          SUPERSEDED SURVEY CONTROL
 FE2409
 FE2409  NAD 83(1995)-  35 46 45.12384(N)    089 06 50.88669(W) AD(       ) 2
 FE2409  NAD 83(1986)-  35 46 45.13042(N)    089 06 50.88455(W) AD(       ) 2
 FE2409  NAD 27      -  35 46 44.86730(N)    089 06 50.64660(W) AD(       ) 2
 FE2409
 FE2409.Superseded values are not recommended for survey control.
 FE2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2409.See file dsdata.txt to determine how the superseded data were derived.
 FE2409
 FE2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0891561521(NAD 83)
 FE2409_MARKER: DS = TRIANGULATION STATION DISK
 FE2409_SETTING: 0 = UNSPECIFIED SETTING
 FE2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2409
 FE2409  HISTORY     - Date     Condition        Report By
 FE2409  HISTORY     - 1959     MONUMENTED       CGS
 FE2409
 FE2409                          STATION DESCRIPTION
 FE2409
 FE2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2409'THE STATION IS IN THE SOUTHEASTERN SECTION OF ALAMO AND IS AT THE
 FE2409'SOUTH SIDE OF THE SOUTHERN FOUNDATIONS COMPANY FACTORY. IT IS
 FE2409'6 INCHES SOUTH OF A WIRE FENCE, 1 FOOT SOUTH OF A WHITE WITNESS POST,
 FE2409'3 FEET SOUTHWEST OF A POWER POLE AND 105 FEET EAST OF A FENCE
 FE2409'CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ALAMO 2 1959.
 FE2409'
 FE2409'A TRAVERSE CONNECTION WAS MADE FROM ALAMO 1958 TO ALAMO 2 1959.  THE
 FE2409'DISTANCE IS (11.31) FEET, 3.4459 METERS.
 FE2409'
 FE2409'TO REACH THE STATION FROM THE EASTERN SIDE OF THE COURTHOUSE IN
 FE2409'ALAMO, GO EAST 1 BLOCK TO MILL STREET. TURN RIGHT AND GO SOUTH
 FE2409'ON MILL STREET FOR 0.4 MILE TO THE SOUTHERN FOUNDATIONS FACTORY ON
 FE2409'THE LEFT. TURN LEFT AND GO EAST ON THE DRIVEWAY AT THE SOUTH
 FE2409'SIDE OF THE FACTORY FOR 0.05 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2407 ***********************************************************************
 FE2407  DESIGNATION -  ALAMO MUNICIPAL TANK
 FE2407  PID         -  FE2407
 FE2407  STATE/COUNTY-  TN/CROCKETT
 FE2407  USGS QUAD   -  ALAMO (1964)
 FE2407
 FE2407                         *CURRENT SURVEY CONTROL
 FE2407  ___________________________________________________________________
 FE2407* NAD 83(1995)-  35 46 51.67612(N)    089 06 52.53065(W)     ADJUSTED  
 FE2407* NAVD 88     -                                                        
 FE2407  ___________________________________________________________________
 FE2407  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FE2407  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2407
 FE2407  HORZ ORDER  -  THIRD
 FE2407
 FE2407.The horizontal coordinates were established by classical geodetic methods
 FE2407.and adjusted by the National Geodetic Survey in April 1999..
 FE2407
 FE2407
 FE2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2407
 FE2407.The geoid height was determined by GEOID03.
 FE2407
 FE2407;                    North         East     Units Scale Factor Converg.
 FE2407;SPC TN       -   165,099.671   318,464.552   MT  0.99994883   -1 49 24.3
 FE2407;SPC TN       -   541,664.50  1,044,829.12   sFT  0.99994883   -1 49 24.3
 FE2407;UTM  16      - 3,961,723.592   308,877.536   MT  1.00005013   -1 14 12.3
 FE2407
 FE2407                          SUPERSEDED SURVEY CONTROL
 FE2407
 FE2407  NAD 83(1995)-  35 46 51.68070(N)    089 06 52.53328(W) AD(       ) 4
 FE2407  NAD 83(1986)-  35 46 51.68749(N)    089 06 52.53122(W) AD(       ) 4
 FE2407  NAD 27      -  35 46 51.42200(N)    089 06 52.29200(W) AD(       ) 3
 FE2407
 FE2407.Superseded values are not recommended for survey control.
 FE2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2407.See file dsdata.txt to determine how the superseded data were derived.
 FE2407
 FE2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0887861724(NAD 83)
 FE2407_MARKER: 53 = ELEVATED TANK
 FE2407
 FE2407  HISTORY     - Date     Condition        Report By
 FE2407  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2407  HISTORY     - 1959     GOOD             CGS
 FE2407  HISTORY     - 20050301 GOOD             GEOCAC
 FE2407
 FE2407                          STATION DESCRIPTION
 FE2407
 FE2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2407'THE STATION IS THE FINIAL ON THE TANK.  THE TANK IS LOCATED IN THE
 FE2407'SOUTHEAST SECTION OF ALAMO.  IT IS A SILVER COLORED TANK SUPPORTED
 FE2407'BY A FOUR LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 120 FEET.
 FE2407
 FE2407                          STATION RECOVERY (1959)
 FE2407
 FE2407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2407'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
 FE2407
 FE2407                          STATION RECOVERY (2005)
 FE2407
 FE2407'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 FE2407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2321 ***********************************************************************
 FE2321  DESIGNATION -  ALEXANDER
 FE2321  PID         -  FE2321
 FE2321  STATE/COUNTY-  TN/MADISON
 FE2321  USGS QUAD   -  JACKSON NORTH (1983)
 FE2321
 FE2321                         *CURRENT SURVEY CONTROL
 FE2321  ___________________________________________________________________
 FE2321* NAD 83(1995)-  35 37 46.56963(N)    088 49 03.32428(W)     ADJUSTED  
 FE2321* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 FE2321  ___________________________________________________________________
 FE2321  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FE2321  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2321
 FE2321  HORZ ORDER  -  FIRST
 FE2321
 FE2321.The horizontal coordinates were established by classical geodetic methods
 FE2321.and adjusted by the National Geodetic Survey in April 1999..
 FE2321
 FE2321.The orthometric height was scaled from a topographic map.
 FE2321
 FE2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2321
 FE2321.The geoid height was determined by GEOID03.
 FE2321
 FE2321;                    North         East     Units Scale Factor Converg.
 FE2321;SPC TN       -   147,493.379   344,819.858   MT  0.99995473   -1 38 58.3
 FE2321;SPC TN       -   483,901.19  1,131,296.48   sFT  0.99995473   -1 38 58.3
 FE2321;UTM  16      - 3,944,388.322   335,413.382   MT  0.99993382   -1 03 32.6
 FE2321
 FE2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2321!SPC TN       -   0.99998262  x   0.99995473  =   0.99993735
 FE2321!UTM  16      -   0.99998262  x   0.99993382  =   0.99991644
 FE2321
 FE2321:                Primary Azimuth Mark                     Grid Az
 FE2321:SPC TN       -  LANE                                     101 48 00.1
 FE2321:UTM  16      -  LANE                                     101 12 34.4
 FE2321
 FE2321|---------------------------------------------------------------------|
 FE2321| PID    Reference Object                     Distance      Geod. Az  |
 FE2321|                                                           dddmmss.s |
 FE2321| FE2342 LANE                                APPROX. 1.2 KM 1000901.8 |
 FE2321| CG3109 ALEXANDER RM 1                       24.872 METERS 16231     |
 FE2321| FE2322 ALEXANDER AZ MK                     164.053 METERS 21820     |
 FE2321| CG3110 ALEXANDER RM 2                       25.515 METERS 23923     |
 FE2321| FE2325 HIGHLAND NORTH BASE                 103.863 METERS 27104     |
 FE2321| FE2326 HIGHLAND NORTH BASE AZ MK           134.637 METERS 30618     |
 FE2321|---------------------------------------------------------------------|
 FE2321
 FE2321                          SUPERSEDED SURVEY CONTROL
 FE2321
 FE2321  NAD 83(1995)-  35 37 46.57455(N)    088 49 03.32915(W) AD(       ) 1
 FE2321  NAD 83(1986)-  35 37 46.58112(N)    088 49 03.32515(W) AD(       ) 1
 FE2321  NAD 27      -  35 37 46.32700(N)    088 49 03.12000(W) AD(       ) 1
 FE2321
 FE2321.Superseded values are not recommended for survey control.
 FE2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2321.See file dsdata.txt to determine how the superseded data were derived.
 FE2321
 FE2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3541344388(NAD 83)
 FE2321_MARKER: DS = TRIANGULATION STATION DISK
 FE2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2321
 FE2321  HISTORY     - Date     Condition        Report By
 FE2321  HISTORY     - 1951     MONUMENTED       CGS
 FE2321
 FE2321                          STATION DESCRIPTION
 FE2321
 FE2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2321'STATION IS LOCATED ON THE FRONT LAWN OF THE ALEXANDER SCHOOL ON
 FE2321'HIGHLAND AVE. IN THE CITY OF JACKSON. IT IS 98 FEET SOUTHWEST OF
 FE2321'THE NORTHWEST CORNER OF THE SCHOOL, 82 FEET NORTHWEST OF THE
 FE2321'SOUTHWEST CORNER OF THE SCHOOL, 51 FEET NORTHWEST OF THE FRONT
 FE2321'ENTRANCE OF THE SCHOOL AND 38 FEET NORTH OF THE NORTH EDGE OF THE
 FE2321'SIDEWALK. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FE2321'STAMPED ALEXANDER 1951.
 FE2321'
 FE2321'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE TOP CONCRETE STEP
 FE2321'AT THE SOUTHWEST CORNER OF THE SCHOOL BUILDING AND THE DISK IS
 FE2321'STAMPED ALEXANDER NO 1 1951.
 FE2321'
 FE2321'REFERENCE MARK NO. 2 IS IN THE SIDEWALK LEADING TO THE SCHOOL AND 99
 FE2321'FEET WEST OF THE FRONT ENTRANCE. THE DISK IS SET IN THE SIDEWALK
 FE2321'AND STAMPED ALEXANDER NO 2 1951.
 FE2321'
 FE2321'AZIMUTH MARK IS IN THE SIDEWALK ON THE EAST SIDE OF HIGHLAND AVE. IT
 FE2321'IS 105 FEET SOUTH OF THE CENTER OF WOODROW AVE., 22 FEET EAST OF
 FE2321'THE CENTER OF HIGHLAND AVE., 10 FEET NORTH OF A POWER POLE AND 0.5
 FE2321'FEET EAST OF THE WEST EDGE OF THE SIDEWALK. THE DISK IS SET IN A
 FE2321'DRILL HOLE IN THE SIDEWALK AND IS STAMPED ALEXANDER 1951.
 FE2321'
 FE2321'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2322 ***********************************************************************
 FE2322  DESIGNATION -  ALEXANDER AZ MK
 FE2322  PID         -  FE2322
 FE2322  STATE/COUNTY-  TN/MADISON
 FE2322  USGS QUAD   -  JACKSON NORTH (1983)
 FE2322
 FE2322                         *CURRENT SURVEY CONTROL
 FE2322  ___________________________________________________________________
 FE2322* NAD 83(1995)-  35 37 42.39404(N)    088 49 07.36776(W)     ADJUSTED  
 FE2322* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 FE2322  ___________________________________________________________________
 FE2322  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2322  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2322
 FE2322  HORZ ORDER  -  SECOND
 FE2322
 FE2322.The horizontal coordinates were established by classical geodetic methods
 FE2322.and adjusted by the National Geodetic Survey in April 1999..
 FE2322
 FE2322.The orthometric height was scaled from a topographic map.
 FE2322
 FE2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2322
 FE2322.The geoid height was determined by GEOID03.
 FE2322
 FE2322;                    North         East     Units Scale Factor Converg.
 FE2322;SPC TN       -   147,367.675   344,714.457   MT  0.99995481   -1 39 00.7
 FE2322;SPC TN       -   483,488.78  1,130,950.68   sFT  0.99995481   -1 39 00.7
 FE2322;UTM  16      - 3,944,261.541   335,309.284   MT  0.99993424   -1 03 34.9
 FE2322
 FE2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2322!SPC TN       -   0.99998356  x   0.99995481  =   0.99993837
 FE2322!UTM  16      -   0.99998356  x   0.99993424  =   0.99991780
 FE2322
 FE2322                          SUPERSEDED SURVEY CONTROL
 FE2322
 FE2322  NAD 83(1995)-  35 37 42.39896(N)    088 49 07.37263(W) AD(       ) 2
 FE2322  NAD 83(1986)-  35 37 42.40543(N)    088 49 07.36872(W) AD(       ) 2
 FE2322  NAD 27      -  35 37 42.15200(N)    088 49 07.16300(W) AD(       ) 2
 FE2322
 FE2322.Superseded values are not recommended for survey control.
 FE2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2322.See file dsdata.txt to determine how the superseded data were derived.
 FE2322
 FE2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3530944262(NAD 83)
 FE2322_MARKER: DZ = AZIMUTH MARK DISK
 FE2322_SETTING: 0 = UNSPECIFIED SETTING
 FE2322_STAMPING: ALEXANDER 1951
 FE2322_MARK LOGO: CGS   
 FE2322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2322
 FE2322  HISTORY     - Date     Condition        Report By
 FE2322  HISTORY     - 1951     MONUMENTED       CGS
 FE2322
 FE2322                          STATION DESCRIPTION
 FE2322
 FE2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2322'STATION IS LOCATED IN THE SIDEWALK ON THE EAST SIDE OF HIGHLAND AVE.
 FE2322'105 FEET SOUTH OF THE CENTER OF WOODROW AVE. IN THE CITY OF
 FE2322'JACKSON. IT IS 22 FEET EAST OF THE CENTER OF HIGHLAND AVE., 10 FEET
 FE2322'NORTH OF A POWER POLE AND 0.5 FEET EAST OF THE WEST EDGE OF THE
 FE2322'SIDEWALK. THE DISK IS SET IN A DRILL HOLE IN THE SIDEWALK AND IS
 FE2322'STAMPED ALEXANDER 1951.
 FE2322'
 FE2322'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1101 ***********************************************************************
 GA1101  DESIGNATION -  ALLEN
 GA1101  PID         -  GA1101
 GA1101  STATE/COUNTY-  TN/HAWKINS
 GA1101  USGS QUAD   -  BUREM (1976)
 GA1101
 GA1101                         *CURRENT SURVEY CONTROL
 GA1101  ___________________________________________________________________
 GA1101* NAD 83(1995)-  36 26 13.49365(N)    082 58 04.44892(W)     ADJUSTED  
 GA1101* NAVD 88     -       403.631  (meters)    1324.25   (feet)  ADJUSTED  
 GA1101  ___________________________________________________________________
 GA1101  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 GA1101  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1101  DYNAMIC HT  -         403.264 (meters)    1323.04  (feet)  COMP
 GA1101  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA1101
 GA1101  HORZ ORDER  -  SECOND
 GA1101  VERT ORDER  -  SECOND    CLASS 0
 GA1101
 GA1101.The horizontal coordinates were established by classical geodetic methods
 GA1101.and adjusted by the National Geodetic Survey in April 1999..
 GA1101
 GA1101.The orthometric height was determined by differential leveling
 GA1101.and adjusted by the National Geodetic Survey in June 1991..
 GA1101
 GA1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1101
 GA1101.The geoid height was determined by GEOID03.
 GA1101
 GA1101.The dynamic height is computed by dividing the NAVD 88
 GA1101.geopotential number by the normal gravity value computed on the
 GA1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1101.degrees latitude (g = 980.6199 gals.).
 GA1101
 GA1101.The modeled gravity was interpolated from observed gravity values.
 GA1101
 GA1101;                    North         East     Units Scale Factor Converg.
 GA1101;SPC TN       -   237,625.185   871,826.079   MT  1.00000368   +1 46 30.4
 GA1101;SPC TN       -   779,608.63  2,860,316.06   sFT  1.00000368   +1 46 30.4
 GA1101;UTM  17      - 4,034,228.508   323,611.191   MT  0.99998334   -1 10 08.8
 GA1101
 GA1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1101!SPC TN       -   0.99994157  x   1.00000368  =   0.99994525
 GA1101!UTM  17      -   0.99994157  x   0.99998334  =   0.99992491
 GA1101
 GA1101|---------------------------------------------------------------------|
 GA1101| PID    Reference Object                     Distance      Geod. Az  |
 GA1101|                                                           dddmmss.s |
 GA1101| GA1099 ALLEN RM 1                           24.470 METERS 05617     |
 GA1101| GA1102 ALLEN AZ MK                                        3362053.7 |
 GA1101| GA1100 ALLEN RM 2                           28.380 METERS 33811     |
 GA1101|---------------------------------------------------------------------|
 GA1101
 GA1101                          SUPERSEDED SURVEY CONTROL
 GA1101
 GA1101  NAD 83(1995)-  36 26 13.49715(N)    082 58 04.45185(W) AD(       ) 2
 GA1101  NAD 83(1995)-  36 26 13.50820(N)    082 58 04.45942(W) AD(       ) 2
 GA1101  NAD 83(1995)-  36 26 13.50073(N)    082 58 04.45429(W) AD(       ) 2
 GA1101  NAD 83(1986)-  36 26 13.50323(N)    082 58 04.45308(W) AD(       ) 2
 GA1101  NAD 27      -  36 26 13.15994(N)    082 58 04.85931(W) AD(       ) 2
 GA1101  NGVD 29 (??/??/92)  403.772  (m)         1324.71   (f) ADJ UNCH    2 0
 GA1101
 GA1101.Superseded values are not recommended for survey control.
 GA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1101.See file dsdata.txt to determine how the superseded data were derived.
 GA1101
 GA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2361134229(NAD 83)
 GA1101_MARKER: DD = SURVEY DISK
 GA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1101_STAMPING: ALLEN 1963
 GA1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1101+STABILITY: SURFACE MOTION
 GA1101
 GA1101  HISTORY     - Date     Condition        Report By
 GA1101  HISTORY     - 1963     MONUMENTED       TNHD
 GA1101  HISTORY     - 1964     GOOD             TNHD
 GA1101
 GA1101                          STATION DESCRIPTION
 GA1101
 GA1101'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1101'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF ROGERSVILLE.
 GA1101'
 GA1101'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 3.2
 GA1101'MILES NORTHEAST ON
 GA1101'U.S.  HIGHWAY 11W TO AN ABANDONED WHITE FRAME CHURCH ON
 GA1101'THE RIGHT AND THE STATION ON
 GA1101'THE RIGHT AS DESCRIBED.
 GA1101'
 GA1101'THE STATION IS 71 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GA1101'HIGHWAY 11W, 26 FEET
 GA1101'NORTH OF A 10-INCH CEDAR TREE, 17.4 FEET EAST OF A
 GA1101'WITNESS POST AND 12 FEET
 GA1101'NORTHEAST OF A FENCE LINE.  THE SURFACE AND
 GA1101'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA1101'HIGHWAY DEPARTMENT DISKS AND
 GA1101'ARE STAMPED ALLEN 1963.  THE UNDERGROUND MARK IS ABOUT 30
 GA1101'INCHES BELOW
 GA1101'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA1101'FLUSH, CONCRETE
 GA1101'MONUMENT.
 GA1101'
 GA1101'REFERENCE MARK NO. 1 IS 84 FEET SOUTHEAST OF U.S. HIGHWAY 11W, 68
 GA1101'FEET NORTH OF THE NORTHEAST
 GA1101'CORNER OF THE CHURCH, 54 FEET NORTHWEST OF A POWER POLE
 GA1101'AND 10 FEET SOUTHWEST OF A TRACK
 GA1101'ROAD LEADING TO THE CHURCH.  IT IS A
 GA1101'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1101'10-INCH SQUARE,
 GA1101'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ALLEN RM-1 1963.
 GA1101'
 GA1101'REFERENCE MARK NO. 2 IS 16 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA1101'OF U.S.  HIGHWAY 11W.  IT
 GA1101'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA1101'IN A 10-INCH SQUARE, FLUSH,
 GA1101'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA1101'ALLEN RM-2 1963.
 GA1101'
 GA1101'THE AZIMUTH MARK IS 14 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GA1101'TRACK ROAD, 5 FEET EAST
 GA1101'OF THE SOUTHEAST CORNER OF A WOODEN SHED, 5 FEET
 GA1101'WEST OF A CORNER FENCE POST, 3 FEET
 GA1101'WEST OF THE APPROXIMATE CENTER OF
 GA1101'A METAL GATE, 1 FOOT SOUTHWEST OF A FENCE POST, AND
 GA1101'1.2 FEET
 GA1101'SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA1101'DEPARTMENT DISK
 GA1101'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA1101'THE DISK IS STAMPED ALLEN AZI
 GA1101'1963.
 GA1101'
 GA1101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.05 MILE EAST ON U.S.
 GA1101'HIGHWAY 11W TO PAUL
 GA1101'KELLERS DRIVE WAY ON THE LEFT, TURN LEFT AND GO 0.1 MILE
 GA1101'NORTHWEST ON THE TRACK ROAD TO
 GA1101'THE MARK ON THE LEFT AS DESCRIBED.
 GA1101'
 GA1101'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA1101'
 GA1101'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GA1101
 GA1101                          STATION RECOVERY (1964)
 GA1101
 GA1101'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1101'3 MI NE FROM ROGERSVILLE.
 GA1101'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 3.2 MILES
 GA1101'NORTHEAST ON U.S. HIGHWAY 11W TO AN ABANDONED WHITE FRAME CHURCH
 GA1101'ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS 71 FEET
 GA1101'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 26 FEET
 GA1101'NORTH OF A 10-INCH CEDAR TREE, 17.4 FEET EAST OF A WITNESS POST
 GA1101'AND 12 FEET NORTHEAST OF A FENCE LINE.  THE MARK IS A STANDARD
 GA1101'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA1101'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2427 ***********************************************************************
 FE2427  DESIGNATION -  ALLEN
 FE2427  PID         -  FE2427
 FE2427  STATE/COUNTY-  TN/HAYWOOD
 FE2427  USGS QUAD   -  JONES (1981)
 FE2427
 FE2427                         *CURRENT SURVEY CONTROL
 FE2427  ___________________________________________________________________
 FE2427* NAD 83(1995)-  35 38 04.55924(N)    089 11 39.87884(W)     ADJUSTED  
 FE2427* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 FE2427  ___________________________________________________________________
 FE2427  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 FE2427  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FE2427
 FE2427  HORZ ORDER  -  SECOND
 FE2427
 FE2427.The horizontal coordinates were established by classical geodetic methods
 FE2427.and adjusted by the National Geodetic Survey in April 1999..
 FE2427
 FE2427.The orthometric height was scaled from a topographic map.
 FE2427
 FE2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2427
 FE2427.The geoid height was determined by GEOID03.
 FE2427
 FE2427;                    North         East     Units Scale Factor Converg.
 FE2427;SPC TN       -   149,095.698   310,721.907   MT  0.99995443   -1 52 12.5
 FE2427;SPC TN       -   489,158.14  1,019,426.79   sFT  0.99995443   -1 52 12.5
 FE2427;UTM  16      - 3,945,639.000   301,298.905   MT  1.00008655   -1 16 44.1
 FE2427
 FE2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2427!SPC TN       -   0.99998619  x   0.99995443  =   0.99994062
 FE2427!UTM  16      -   0.99998619  x   1.00008655  =   1.00007273
 FE2427
 FE2427:                Primary Azimuth Mark                     Grid Az
 FE2427:SPC TN       -  ALAMO MUNICIPAL TANK                     025 49 03.2
 FE2427:UTM  16      -  ALAMO MUNICIPAL TANK                     025 13 34.8
 FE2427
 FE2427|---------------------------------------------------------------------|
 FE2427| PID    Reference Object                     Distance      Geod. Az  |
 FE2427|                                                           dddmmss.s |
 FE2427| FE2407 ALAMO MUNICIPAL TANK                APPROX.17.8 KM 0235650.7 |
 FE2427| CG3117 ALLEN AZ MK                                        0310448.4 |
 FE2427| CG3118 ALLEN RM 1                           26.713 METERS 04353     |
 FE2427| CG3119 ALLEN RM 2                           17.617 METERS 13308     |
 FE2427| FE2424 ATT RAD STA KIN 97 MAST             APPROX. 4.6 KM 1613842.8 |
 FE2427| FE2428 EAGLE LOT WT 34                     APPROX. 7.6 KM 3362909.0 |
 FE2427|---------------------------------------------------------------------|
 FE2427
 FE2427                          SUPERSEDED SURVEY CONTROL
 FE2427
 FE2427  NAD 83(1995)-  35 38 04.56454(N)    089 11 39.88118(W) AD(       ) 2
 FE2427  NAD 83(1986)-  35 38 04.57074(N)    089 11 39.87959(W) AD(       ) 2
 FE2427  NAD 27      -  35 38 04.29610(N)    089 11 39.63870(W) AD(       ) 2
 FE2427
 FE2427.Superseded values are not recommended for survey control.
 FE2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2427.See file dsdata.txt to determine how the superseded data were derived.
 FE2427
 FE2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0129945639(NAD 83)
 FE2427_MARKER: DS = TRIANGULATION STATION DISK
 FE2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2427
 FE2427  HISTORY     - Date     Condition        Report By
 FE2427  HISTORY     - 1958     MONUMENTED       CGS
 FE2427
 FE2427                          STATION DESCRIPTION
 FE2427
 FE2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2427'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF BROWNSVILLE, ON THE
 FE2427'SOUTHEAST SIDE OF A DEEP CUT NEAR THE SOUTHEAST EDGE OF THE
 FE2427'RIGHT-OF-WAY OF THE LOUISVILLE AND NASHVILLE RAILROAD, ON THE
 FE2427'PROPERTY OF MR. B.J. SMITH. IT IS 69 FEET SOUTHEAST OF THE
 FE2427'SOUTHEAST RAIL OF THE LOUISVILLE AND NASHVILLE RAILROAD, 9 FEET
 FE2427'SOUTHEAST OF A WIRE FENCE, 8 FEET SOUTHEAST OF A WHITE
 FE2427'WITNESS POST, 14 FEET WEST OF AN 8 INCH OAK TREE, 36 FEET SOUTHWEST
 FE2427'OF A TELEPHONE POLE, 99 FEET NORTHEAST OF A TELEPHONE POLE
 FE2427'AND 35 FEET SOUTHWEST OF A FENCE CORNER. THE MONUMENT IS FLUSH AND
 FE2427'THE DISK IS STAMPED ALLEN 1958.
 FE2427'
 FE2427'TO REACH THE STATION FROM THE NORTHEAST SIDE OF THE COURTHOUSE IN
 FE2427'BROWNSVILLE, GO NORTH ON U.S. HIGHWAY 70A AND 79, SAME
 FE2427'HIGHWAY, FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 76 AND 54
 FE2427'LEFT. CONTINUE ON HIGHWAY 70A AND 79 NORTHEAST FOR 3.1
 FE2427'MILES TO THE SOUTHWEST ONE OF TWO CONCRETE BRDIGES. CONTINUE
 FE2427'NORTHEAST ON HIGHWAY 70A AND 79 FOR 1.0 MILE TO A PRIVATE
 FE2427'DRIVEWAY RIGHT*.  TURN RIGHT AND GO SOUTHEAST ON THE DRIVEWAY FOR
 FE2427'ABOUT 100 YARDS TO A LARGE WHITE HOUSE AND BARNS, GO THROUGH
 FE2427'FENCE AT THE NORTHWEST CORNER OF THE BARNYARD, IN WET WEATHER THIS IS
 FE2427'A PACK FROM THE BARNYARD, GO SOUTHEAST ACROSS A PASTURE FOR
 FE2427'0.15 MILE TO THE STATION ON THE SOUTHEAST SIDE OF THE
 FE2427'LOUISVILLE AND NASHVILLE RAILROAD TRACK.
 FE2427'
 FE2427'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHEAST ON HIGHWAY
 FE2427'70A AND 79 FOR 0.4 MILE TO A GRAVELED ROAD RIGHT AND A
 FE2427'BRICK STORE ON THE LEFT. TURN RIGHT AND GO EAST ON THE GRAVELED ROAD
 FE2427'FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 FE2427'
 FE2427'REFERENCE MARK 1 IS 6 INCHES SOUTHEAST OF A WIRE FENCE, 60 FEET
 FE2427'SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACK, 54
 FE2427'FEET NORTHEAST OF A TELEPHONE POLE, 73 FEET SOUTHWEST OF A TELEPHONE
 FE2427'POLE AND 54 FEET NORTHEAST OF A FENCE CORNER. THE MONUMENT
 FE2427'PROJECTS 3 INCHES AND THE DISK IS STAMPED ALLEN NO 1 1958.
 FE2427'
 FE2427'REFERENCE MARK 2 IS 6 INCHES EAST OF A WIRE FENCE, 3 FEET EAST OF A
 FE2427'12 INCH PINE TREE, 127 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FE2427'OF THE RAILROAD TRACK AND 67 FEET SOUTHEAST OF A WIRE FENCE. THE
 FE2427'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ALLEN NO
 FE2427'2 1958.
 FE2427'
 FE2427'THE AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 FE2427'ROAD, 2 FEET EAST OF A WHITE WITNESS POST, 1 FOOT NORTH OF A
 FE2427'WIRE FENCE AND 43 FEET EAST OF A WIRE FENCE CORNER. THE MONUMENT
 FE2427'PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLEN 1958.
 FE2427'
 FE2427'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1482 ***********************************************************************
 GD1482  DESIGNATION -  ALLEN
 GD1482  PID         -  GD1482
 GD1482  STATE/COUNTY-  TN/CARROLL
 GD1482  USGS QUAD   -  HUNTINGDON (1983)
 GD1482
 GD1482                         *CURRENT SURVEY CONTROL
 GD1482  ___________________________________________________________________
 GD1482* NAD 83(1995)-  36 02 33.00296(N)    088 22 35.88227(W)     ADJUSTED  
 GD1482* NAVD 88     -       168.59   (+/-2cm)     553.1    (feet)  VERTCON   
 GD1482  ___________________________________________________________________
 GD1482  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GD1482  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1482
 GD1482  HORZ ORDER  -  SECOND
 GD1482  VERT ORDER  -  THIRD ? (See Below)
 GD1482
 GD1482.The horizontal coordinates were established by classical geodetic methods
 GD1482.and adjusted by the National Geodetic Survey in April 1999..
 GD1482
 GD1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1482.The vertical order pertains to the NGVD 29 superseded value.
 GD1482
 GD1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1482
 GD1482.The geoid height was determined by GEOID03.
 GD1482
 GD1482;                    North         East     Units Scale Factor Converg.
 GD1482;SPC TN       -   192,231.321   385,859.642   MT  0.99995500   -1 23 29.0
 GD1482;SPC TN       -   630,678.93  1,265,941.18   sFT  0.99995500   -1 23 29.0
 GD1482;UTM  16      - 3,989,539.095   375,990.158   MT  0.99978949   -0 48 36.3
 GD1482
 GD1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1482!SPC TN       -   0.99997798  x   0.99995500  =   0.99993299
 GD1482!UTM  16      -   0.99997798  x   0.99978949  =   0.99976748
 GD1482
 GD1482:                Primary Azimuth Mark                     Grid Az
 GD1482:SPC TN       -  HOLLOW                                   091 58 56.9
 GD1482:UTM  16      -  HOLLOW                                   091 24 04.2
 GD1482
 GD1482|---------------------------------------------------------------------|
 GD1482| PID    Reference Object                     Distance      Geod. Az  |
 GD1482|                                                           dddmmss.s |
 GD1482| GD1481 HOLLOW                              APPROX.10.0 KM 0903527.9 |
 GD1482| GD1477 BRUCETON MUNICIPAL TANK             APPROX.11.9 KM 0942826.4 |
 GD1482| CG3113 ALLEN RM 1                           32.525 METERS 13542     |
 GD1482| CG3114 ALLEN RM 2                           28.636 METERS 23813     |
 GD1482| GD1490 MCKENZIE MUNICIPAL TANK             APPROX.16.1 KM 3071133.7 |
 GD1482| CG3111 ALLEN AZ MK                                        3125244.9 |
 GD1482|---------------------------------------------------------------------|
 GD1482
 GD1482                          SUPERSEDED SURVEY CONTROL
 GD1482
 GD1482  NAD 83(1995)-  36 02 33.00489(N)    088 22 35.88907(W) AD(       ) 2
 GD1482  NAD 83(1995)-  36 02 33.00477(N)    088 22 35.88866(W) AD(       ) 2
 GD1482  NAD 83(1986)-  36 02 33.01309(N)    088 22 35.88183(W) AD(       ) 2
 GD1482  NAD 27      -  36 02 32.79300(N)    088 22 35.71100(W) AD(       ) 2
 GD1482  NGVD 29 (07/19/86)  168.63   (m)          553.2    (f) LEVELING    3  
 GD1482
 GD1482.Superseded values are not recommended for survey control.
 GD1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1482.See file dsdata.txt to determine how the superseded data were derived.
 GD1482
 GD1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7599089539(NAD 83)
 GD1482_MARKER: DS = TRIANGULATION STATION DISK
 GD1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1482
 GD1482  HISTORY     - Date     Condition        Report By
 GD1482  HISTORY     - 1934     MONUMENTED       CGS
 GD1482  HISTORY     - 1968     GOOD             CGS
 GD1482  HISTORY     - 1969     GOOD             CGS
 GD1482  HISTORY     - 1971     GOOD             LOCENG
 GD1482  HISTORY     - 1972     GOOD             NGS
 GD1482  HISTORY     - 1985     GOOD             USPSQD
 GD1482
 GD1482                          STATION DESCRIPTION
 GD1482
 GD1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1482'ABOUT 5-1/2 MILES WEST OF HOLLOW ROCK, 4 MILES NORTHEAST OF
 GD1482'HUNTINGDON, 1-1/2 MILES NORTHWEST OF ROSSER, ON PROPERTY OF E. G.
 GD1482'ARMSTRONG, ON HIGH GROUND, ABOUT 115 FEET SOUTHEAST OF CROSSROADS
 GD1482'CHURCH, 21 FEET SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, AND 20.5
 GD1482'FEET SOUTH-SOUTHEAST OF 8-INCH RED OAK WITH TRIANGULAR BLAZE.  TO
 GD1482'REACH FROM COURTHOUSE AT HUNTINGDON, FOLLOW U.S. ROUTE 70 EAST
 GD1482'0.7 MILE, TURN LEFT ONTO ASPHALT ROAD JUST AFTER CROSSING
 GD1482'RAILROAD AND GO 1.35 MILES, TURN RIGHT THROUGH FIELD AND FOLLOW
 GD1482'MAIN ROAD 0.9 MILE, FOLLOW RIGHT FORK 0.95 MILE, TURN ONTO LEFT FORK
 GD1482'OF T-ROAD, AND GO 0.7 MILE TO CROSSROADS CHURCH AND STATION.
 GD1482'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GD1482'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GD1482'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON EAST
 GD1482'BANK OF ROAD, 9 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, AND
 GD1482'106.71 FEET FROM STATION S 44 DEG 18 MIN E.  NO. 2 IS IN
 GD1482'CHURCHYARD, 26 FEET NE OF CENTER LINE OF LANE, 8 FEET EAST OF
 GD1482'15-INCH WHITE OAK, AND 93.95 FEET FROM STATION S 58 DEG 13 MIN W.
 GD1482'AZIMUTH MARK IS ON SOUTH BANK OF ROAD, ABOUT 100 YARDS
 GD1482'SOUTHEAST OF WHITE HOUSE, ABOUT 80 YARDS EAST OF T-ROAD, 15 FEET
 GD1482'SOUTH OF CENTER LINE OF ROAD, AND 0.5 MILE FROM STATION
 GD1482'N 47 DEG 07 MIN W.
 GD1482
 GD1482                          STATION RECOVERY (1968)
 GD1482
 GD1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1482'THE STATION MARK ONLY WAS RECOVERED AND WAS FOUND IN APPARENT GOOD
 GD1482'CONDITION.  REFERENCE MARK NO 1, REFERENCE MARK NO 2 AND THE AZIMUTH
 GD1482'MARK MONUMENTS WERE ALL FOUND DESTROYED AND THE DISKS WERE REMOVED.
 GD1482'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE DESTROYED BY COUNTY
 GD1482'ROAD CONSTRUCTION SEVERAL YEARS AGO, AND REFERENCE MARK NO. 2 WAS
 GD1482'DESTROYED BY GRADING OPERATIONS WHEN THE NEW CROSS ROADS
 GD1482'MISSIONARY BAPTIST CHURCH CEMETERY WAS IMPROVED AND ENLARGED.  IN
 GD1482'ORDER TO RE-ESTABLISH AN AZIMUTH MARK AND NEW REFERENCE MARKS,
 GD1482'IT WILL BE NECESSARY TO MAKE POLARIS OBSERVATIONS, AND
 GD1482'CONSIDERABLE CLEARING WILL BE REQUIRED, AS THE STATION SITE IS NOW IN
 GD1482'A SMALL CLEARING AND IS SURROUNDED BY A DENSE STAND OF WOODS.
 GD1482'
 GD1482'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1482'
 GD1482'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF HOLLOW ROCK, 4 MILES
 GD1482'NORTHEAST OF HUNTINGDON, 1-1/2 MILES NORTHWEST OF ROSSER, AND ON THE
 GD1482'PROPERTY OF THE NEW CROSS ROADS MISSIONARY BAPTIST CHURCH.
 GD1482'
 GD1482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GD1482'ROUTES 22 AND 77 AT THE EAST SIDE OF THE CARROLL COUNTY COURTHOUSE
 GD1482'IN HUNTINGDON, GO EAST-NORTHEASTERLY ON U.S. HIGHWAY 70 AND STATE
 GD1482'ROUTE 77 FOR 0.55 OF A MILE TO WHERE STATE ROUTE 77 BEARS LEFT AND
 GD1482'U.S. HIGHWAY 70 BEARS RIGHT.  HERE BEAR LEFT ON STATE ROUTE 77
 GD1482'AND CONTINUE EAST-NORTHEASTERLY FOR 0.1 OF A MILE TO WHERE STATE
 GD1482'ROUTE 77 TURNS SHARP LEFT AND NORTHWOOD DRIVE CONTINUES STRAIGHT
 GD1482'AHEAD.  HERE CONTINUE STRAIGHT AHEAD, EAST-NORTHEASTERLY ON
 GD1482'NORTHWOOD DRIVE FOR 2.3 MILES TO A LARGE T.V.A. TRANSFORMER STATION
 GD1482'ON THE RIGHT AND COUNTY ROAD R-9785 ON THE LEFT.  HERE TURN LEFT
 GD1482'ON COUNTY ROAD R-9785 AND GO NORTHERLY FOR 1.6 MILES TO THE NEW
 GD1482'CROSS ROADS MISSIONARY BAPTIST CHURCH AND CEMETERY ON THE LEFT
 GD1482'AND THE STATION AS DESCRIBED.
 GD1482'
 GD1482'THE STATION MARK IS 148 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 GD1482'OF THE NEW CROSS ROADS MISSIONARY BAPTIST CHURCH, 67 FEET NORTHWEST
 GD1482'OF AN 18-INCH HICKORY TREE, 31.9 FEET NORTH-NORTHWEST OF THE NORTH
 GD1482'CORNER OF THE PAFFORD FAMILY GRAVE HEADSTONE BASE, 20.7 FEET EAST OF
 GD1482'THE NORTHEAST CORNER OF THE CREWS FAMILY GRAVE HEADSTONE
 GD1482'BASE, 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GD1482'R-9785, AND 0.9 OF A FOOT SOUTHWEST OF A METAL WITNESS SIGN AND
 GD1482'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1482'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 GD1482'STAMPED ALLEN 1934.
 GD1482'
 GD1482'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN - ABOUT 1.5
 GD1482'MILES NORTHWEST OF ROSSER.
 GD1482
 GD1482                          STATION RECOVERY (1969)
 GD1482
 GD1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1482'THE STATION MARK ONLY WAS RECOVERED AND WAS FOUND IN APPARENT GOOD
 GD1482'CONDITION.  REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 GD1482'AZIMUTH MARK MONUMENTS WERE ALL FOUND DESTROYED AND THE DISKS WERE
 GD1482'REMOVED.  A NEW AZIMUTH MARK WAS ESTABLISHED AND POLARIS OBSERVATIONS
 GD1482'MADE.  TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 GD1482'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED UPON THE
 GD1482'NEWLY ESTABLISHED REFERENCE MARKS AND A DISTANT FIRE LOOKOUT TOWER.
 GD1482'
 GD1482'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1482'
 GD1482'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF HOLLOW ROCK, 4 MILES
 GD1482'NORTHEAST OF HUNTINGDON, 1-1/2 MILES NORTHWEST OF ROSSER, AND ON THE
 GD1482'PROPERTY OF THE NEW CROSS ROADS MISSIONARY BAPTIST CHURCH.
 GD1482'
 GD1482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GD1482'ROUTES 22 AND 77 AT THE EAST SIDE OF THE CARROLL COUNTY COURTHOUSE
 GD1482'IN HUNTINGDON, GO EAST-NORTHEASTERLY ON U.S. HIGHWAY 70 AND STATE
 GD1482'ROUTE 77 FOR 0.55 OF A MILE TO WHERE STATE ROUTE 77 BEARS LEFT AND
 GD1482'U.S.  HIGHWAY 70 BEARS RIGHT.  HERE BEAR LEFT ON STATE ROUTE 77
 GD1482'AND CONTINUE EAST-NORTHEASTERLY FOR 0.1 OF A MILE TO WHERE STATE
 GD1482'ROUTE 77 TURNS SHARP LEFT AND NORTHWOOD DRIVE CONTINUES STRAIGHT
 GD1482'AHEAD.  HERE CONTINUE STRAIGHT AHEAD, EAST-NORTHEASTERLY ON
 GD1482'NORTHWOOD DRIVE FOR 2.3 MILES TO A LARGE T.V.A. TRANSFORMER STATION
 GD1482'ON THE RIGHT AND COUNTY ROAD R-9785 ON THE LEFT.  HERE TURN LEFT
 GD1482'ON COUNTY ROAD R-9785 AND GO NORTHERLY AND NORTHWESTERLY FOR 1.45
 GD1482'MILES TO THE AZIMUTH MARK ON THE LEFT ATOP A LOW BANK.  CONTINUE
 GD1482'NORTHWESTERLY ON COUNTY ROAD R-9785 FOR 0.15 OF A MILE TO THE NEW
 GD1482'CROSS ROADS MISSIONARY BAPTIST CHURCH AND CEMETERY ON THE LEFT AND
 GD1482'THE STATION AS DESCRIBED.
 GD1482'
 GD1482'THE STATION MARK IS 148 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 GD1482'OF THE NEW CROSS ROADS MISSIONARY BAPTIST CHURCH, 67 FEET NORTHWEST
 GD1482'OF AN 18-INCH HICKORY TREE, 31.9 FEET NORTH-NORTHWEST OF THE NORTH
 GD1482'CORNER OF THE PAFFORD FAMILY GRAVE HEADSTONE BASE, 20.7 FEET EAST OF
 GD1482'THE NORTHEAST CORNER OF THE CREWS FAMILY GRAVE HEADSTONE
 GD1482'BASE, 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GD1482'R-9785, AND 0.9 OF A FOOT SOUTHWEST OF A METAL WITNESS POST AND
 GD1482'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1482'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 GD1482'STAMPED ALLEN 1934.
 GD1482'
 GD1482'REFERENCE MARK NO. 3 IS 62 FEET SOUTHEAST OF AN 18-INCH HICKORY TREE,
 GD1482'47 FEET EAST OF A 24-INCH HICKORY TREE,
 GD1482'24 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD R-9785,
 GD1482'19.5 FEET NORTH-NORTHEAST OF A 10-INCH WHITE OAK TREE, AND 1.0
 GD1482'FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1482'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1482'PROJECTS 5 INCHES AND THE DISK IS STAMPED ALLEN 1934 NO 3 1969.
 GD1482'
 GD1482'REFERENCE MARK NO. 4 IS ACROSS THE CEMETERY SOUTHWEST FROM THE
 GD1482'STATION, 162 FEET SOUTH OF THE SOUTHEAST CORNER OF THE NEW CROSS
 GD1482'ROADS MISSIONARY BAPTIST CHURCH, 143 FEET SOUTHWEST OF THE
 GD1482'APPROXIMATE CENTER OF COUNTY ROAD R-9785, 121 FEET WEST OF A
 GD1482'24-INCH HICKORY TREE, 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN,
 GD1482'AND NEAR THE SOUTHWEST EDGE OF THE CEMETERY.  IT IS A STANDARD DISK
 GD1482'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1482'PROJECTS 3 INCHES AND THE DISK IS STAMPED ALLEN 1934 NO 4 1969.
 GD1482'
 GD1482'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GD1482'REFERENCE MARK NO. 4 IS 165.66 FEET - 50.493 METERS.
 GD1482'
 GD1482'THE AZIMUTH MARK IS 29 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER
 GD1482'OF COUNTY ROAD R-9785, 8.5 FEET NORTHWEST OF A 10-INCH POST OAK
 GD1482'TREE, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND 1.0 FOOT
 GD1482'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1482'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1482'PROJECTS 5 INCHES AND THE DISK IS STAMPED ALLEN 1934 1969.
 GD1482'
 GD1482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.5 MILES
 GD1482'NORTHWEST OF ROSSER.
 GD1482
 GD1482                          STATION RECOVERY (1971)
 GD1482
 GD1482'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1482'ALLEN STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1482'
 GD1482'(NEW) REF. NO. 3 SET IN 1969.  CONTACT C. AND G. SURVEY FOR
 GD1482'DESCRIPTION OF STA. AND REF. MKS.
 GD1482'
 GD1482'AZ. MK. REPORTED DESTROYED BY PROP. OWNER.
 GD1482'
 GD1482'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI. N. W. OF ROSSER.
 GD1482
 GD1482                          STATION RECOVERY (1972)
 GD1482
 GD1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GD1482'THIS STATION AND ALL MARKS WERE VISITED 6-30-72 AND FOUND EXACTLY
 GD1482'AS DESCRIBED IN THE 1969 RECOVERY NOTE.
 GD1482'
 GD1482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 GD1482'NORTHWEST OF ROSSER.
 GD1482
 GD1482                          STATION RECOVERY (1985)
 GD1482
 GD1482'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1102 ***********************************************************************
 GA1102  DESIGNATION -  ALLEN AZ MK
 GA1102  PID         -  GA1102
 GA1102  STATE/COUNTY-  TN/HAWKINS
 GA1102  USGS QUAD   -  BUREM (1976)
 GA1102
 GA1102                         *CURRENT SURVEY CONTROL
 GA1102  ___________________________________________________________________
 GA1102* NAD 83(1986)-  36 26 20.     (N)    082 58 00.     (W)     SCALED    
 GA1102* NAVD 88     -       406.858  (meters)    1334.83   (feet)  ADJUSTED  
 GA1102  ___________________________________________________________________
 GA1102  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1102  DYNAMIC HT  -         406.489 (meters)    1333.62  (feet)  COMP
 GA1102  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 GA1102
 GA1102  VERT ORDER  -  SECOND    CLASS 0
 GA1102
 GA1102.The horizontal coordinates were scaled from a topographic map and have
 GA1102.an estimated accuracy of +/- 6 seconds.
 GA1102
 GA1102.The orthometric height was determined by differential leveling
 GA1102.and adjusted by the National Geodetic Survey in June 1991..
 GA1102
 GA1102.The geoid height was determined by GEOID03.
 GA1102
 GA1102.The dynamic height is computed by dividing the NAVD 88
 GA1102.geopotential number by the normal gravity value computed on the
 GA1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1102.degrees latitude (g = 980.6199 gals.).
 GA1102
 GA1102.The modeled gravity was interpolated from observed gravity values.
 GA1102
 GA1102;                    North         East    Units  Estimated Accuracy
 GA1102;SPC TN       -   237,830.      871,930.      MT  (+/- 180 meters Scaled)
 GA1102
 GA1102                          SUPERSEDED SURVEY CONTROL
 GA1102
 GA1102  NGVD 29 (??/??/92)  407.066  (m)         1335.52   (f) ADJ UNCH    2 0
 GA1102
 GA1102.Superseded values are not recommended for survey control.
 GA1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1102.See file dsdata.txt to determine how the superseded data were derived.
 GA1102
 GA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA237344(NAD 83)
 GA1102_MARKER: DD = SURVEY DISK
 GA1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1102_STAMPING: ALLEN AZI 1963
 GA1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1102+STABILITY: SURFACE MOTION
 GA1102
 GA1102  HISTORY     - Date     Condition        Report By
 GA1102  HISTORY     - 1963     MONUMENTED       TNHD
 GA1102  HISTORY     - 1964     GOOD             TNHD
 GA1102
 GA1102                          STATION DESCRIPTION
 GA1102
 GA1102'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1102'3 MI NE FROM ROGERSVILLE.
 GA1102'TO REACH THE MARK FROM THE POST OFFICE IN ROGERSVILLE, GO 3.25
 GA1102'MILES NORTHEAST ON U.S. HIGHWAY 11W TO PAUL KELLERS DRIVEWAY ON
 GA1102'THE LEFT, TURN LEFT, AND GO 0.1 MILE NORTHWEST ON THE DRIVE WHICH
 GA1102'BECOMES A TRACK ROAD TO THE MARK ON THE LEFT.  THE MARK IS 14 FEET
 GA1102'SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD, 5 FEET EAST
 GA1102'OF THE SOUTHEAST CORNER OF A WOODEN SHED, 5 FEET WEST OF A CORNER
 GA1102'FENCE POST, 3 FEET WEST OF THE APPROXIMATE CENTER OF A METAL GATE,
 GA1102'1 FOOT SOUTHWEST OF A FENCE POST, AND 1.2 FEET SOUTHEAST OF A
 GA1102'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1102'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1102'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2250 ***********************************************************************
 GC2250  DESIGNATION -  ALLEN RESET
 GC2250  PID         -  GC2250
 GC2250  STATE/COUNTY-  TN/DAVIDSON
 GC2250  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2250
 GC2250                         *CURRENT SURVEY CONTROL
 GC2250  ___________________________________________________________________
 GC2250* NAD 83(1995)-  36 13 25.71961(N)    086 45 08.05921(W)     ADJUSTED  
 GC2250* NAVD 88     -       248.1    (meters)     814.     (feet)  VERTCON   
 GC2250  ___________________________________________________________________
 GC2250  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GC2250  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2250
 GC2250  HORZ ORDER  -  THIRD
 GC2250
 GC2250.The horizontal coordinates were established by classical geodetic methods
 GC2250.and adjusted by the National Geodetic Survey in April 1999..
 GC2250
 GC2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2250
 GC2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2250
 GC2250.The geoid height was determined by GEOID03.
 GC2250
 GC2250;                    North         East     Units Scale Factor Converg.
 GC2250;SPC TN       -   210,008.690   532,370.145   MT  0.99997147   -0 26 25.4
 GC2250;SPC TN       -   689,003.51  1,746,617.72   sFT  0.99997147   -0 26 25.4
 GC2250;UTM  16      - 4,008,801.280   522,266.894   MT  0.99960611   +0 08 47.1
 GC2250
 GC2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2250!SPC TN       -   0.99996568  x   0.99997147  =   0.99993715
 GC2250!UTM  16      -   0.99996568  x   0.99960611  =   0.99957180
 GC2250
 GC2250:                Primary Azimuth Mark                     Grid Az
 GC2250:SPC TN       -  ALLEN AZ MK 2                            003 08 51.4
 GC2250:UTM  16      -  ALLEN AZ MK 2                            002 33 38.9
 GC2250
 GC2250|---------------------------------------------------------------------|
 GC2250| PID    Reference Object                     Distance      Geod. Az  |
 GC2250|                                                           dddmmss.s |
 GC2250| CG5445 ALLEN AZ MK 2                                      0024226.0 |
 GC2250| CG5444 ALLEN AZ MK                                        0024530.5 |
 GC2250| GC2206 OLD HICKORY DU PONT POWER PLANT STA APPROX.10.3 KM 0583028.6 |
 GC2250| GC2235 MADISON SUBURBAN UTIL DIST TK       APPROX. 3.6 KM 0782835.9 |
 GC2250| CG5448 ALLEN RM 3                            8.047 METERS 12626     |
 GC2250| CG5446 ALLEN RM 1                            8.047 METERS 12634     |
 GC2250| GC2234 INGLEWOOD STATE TB HOSP TANK        APPROX. 1.2 KM 1444843.2 |
 GC2250| CG5447 ALLEN RM 2                            9.367 METERS 22738     |
 GC2250| CG5449 ALLEN RM 4                            9.357 METERS 22739     |
 GC2250| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 5.9 KM 3270120.2 |
 GC2250|---------------------------------------------------------------------|
 GC2250
 GC2250                          SUPERSEDED SURVEY CONTROL
 GC2250
 GC2250  NAD 83(1995)-  36 13 25.72134(N)    086 45 08.06117(W) AD(       ) 3
 GC2250  NAD 83(1995)-  36 13 25.72401(N)    086 45 08.06147(W) AD(       ) 3
 GC2250  NAD 83(1986)-  36 13 25.72960(N)    086 45 08.06230(W) AD(       ) 3
 GC2250  NAD 27      -  36 13 25.53310(N)    086 45 08.07040(W) AD(       ) 3
 GC2250  NGVD 29 (07/19/86)  248.1    (m)          814.     (f) VERT ANG       
 GC2250
 GC2250.Superseded values are not recommended for survey control.
 GC2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2250.See file dsdata.txt to determine how the superseded data were derived.
 GC2250
 GC2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2226708801(NAD 83)
 GC2250_MARKER: DE = TRAVERSE STATION DISK
 GC2250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC2250
 GC2250  HISTORY     - Date     Condition        Report By
 GC2250  HISTORY     - 1959     MONUMENTED       CGS
 GC2250  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GC2250  HISTORY     - 1977     GOOD             NGS
 GC2250
 GC2250                          STATION DESCRIPTION
 GC2250
 GC2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2250'THE STATION IS LOCATED ON A PROMINENT HILL ON MR. D.H. THOMPSON
 GC2250'PROPERTY, ABOUT 5.0 MILES NORTH-NORTHEAST OF THE BUSINESS
 GC2250'CENTER OF NASHVILLE AND ABOUT 0.5 MILE EAST OF U. S. HIGHWAYS NO. 31
 GC2250'W AND 41.
 GC2250'
 GC2250'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS NO. 31
 GC2250'W, 41 AND 431 IN THE NORTHERN SECTION OF NASHVILLE, GO NORTH ON U.
 GC2250'S. HIGHWAYS NO. 31 W AND 41 FOR 2.7 MILES TO BEN ALLEN ROAD ON THE
 GC2250'RIGHT, TURN RIGHT AND GO EAST ON BEN ALLEN ROAD FOR 0.45 MILE TO A
 GC2250'BOARD GATE ON THE RIGHT, TURN RIGHT AND PASS THROUGH THE GATE AND
 GC2250'FOLLOW THE TRACK ROAD UP STEEP GRADE PASSING TO THE LEFT OF A
 GC2250'CEMENT TILE HOUSE FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 GC2250'
 GC2250'STATION IS 21 FEET WEST OF A POWERLINE POLE, 10 FEET NORTHEAST OF
 GC2250'POLE SUPPORTING RADIO BROADCASTING ANTENNA AND 7 FEET
 GC2250'EAST-NORTHEAST OF A WITNESS SIGN.  THE MARK IS A STANDARD TRAVERSE
 GC2250'DISK BRAZED TO THE TOP OF A 3-INCH STEEL PIPE, PROJECTS 4 INCHES
 GC2250'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED ALLEN 1959.
 GC2250'
 GC2250'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 GC2250'INCHES BELOW THE STATION MARK AND IS STAMPED ALLEN 1959.
 GC2250'
 GC2250'REFERENCE MARK NO. 1 IS 7 FEET SOUTH OF A POWERLINE POLE AND 4 FEET
 GC2250'NORTHEAST OF DEADMAN FOR THE ANTENNA POLE.  THE MARK IS A
 GC2250'STANDARD REFERENCE MARK DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE,
 GC2250'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 GC2250'ALLEN NO 1 1959.
 GC2250'
 GC2250'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF THE ANTENNA POLE AND 9 FEET
 GC2250'NORTH OF THE SOUTH DEADMAN FOR THE ANTENNA POLE.  THE MARK IS A
 GC2250'STANDARD REFERENCE MARK DISK BRAZED TO THE TOP OF A 3-INCH STEEL
 GC2250'PIPE, PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GC2250'STAMPED ALLEN NO 2 1959.
 GC2250'
 GC2250'TRAVERSE STATION SHWAB WILL SERVE AS THE AZIMUTH MARK.  SEE
 GC2250'DESCRIPTION THEREOF.
 GC2250'
 GC2250'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GC2250
 GC2250                          STATION RECOVERY (1968)
 GC2250
 GC2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2250'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC2250'ALL FOUND DESTROYED.  IT IS THOUGHT THAT THE STATION WAS
 GC2250'DESTROYED BY A DEMOLITION CREW THAT TORE DOWN A TELEPHONE RELAY MAST
 GC2250'FORMERLY AT THE STATION SITE.  AFTER A LENGTHY SEARCH, THE
 GC2250'UNDERGROUND SURFACE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GC2250'A FIRM PLUMBING BENCH WAS ERECTED AND THE POINT HELD, AND A NEW
 GC2250'SURFACE STATION MARK WAS ESTABLISHED IN ITS EXACT, ORIGINAL
 GC2250'HORIZONTAL POSITION, AND TWO NEW REFERENCE MARKS NO. 3 AND NO. 4
 GC2250'WERE SET.  NO AZIMUTH MARK WAS EVER ESTABLISHED FOR THIS STATION AT
 GC2250'THE TIME OF FORMER OCCUPATION.  AN AZIMUTH MARK DESIGNATED ALLEN 1959
 GC2250'1968 WAS ESTABLISHED THIS DATE.  THE STATION WAS THEN OCCUPIED
 GC2250'AND THE NECESSARY HORIZONTAL ANGLES OBSERVED, AND HORIZONTAL
 GC2250'MEASUREMENTS MADE BETWEEN THE STATION AND THE REFERENCE MARKS
 GC2250'AND BETWEEN THE REFERENCE MARKS.
 GC2250'
 GC2250'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2250'
 GC2250'THE MARK IS LOCATED ATOP A RATHER PROMINENT, BRUSH COVERED HILL ON
 GC2250'THE PROPERTY OF MR. D. H. THOMPSON, ABOUT 5 MILES NORTH-NORTHEAST
 GC2250'OF DOWNTOWN NASHVILLE, ABOUT 0.5 OF A MILE EAST OF U. S. HIGHWAYS 41
 GC2250'AND 31W, AND ABOUT 1.1 MILES SOUTH OF INTERSTATE ROUTE 65 AND THE
 GC2250'BRILEY PARKWAY.
 GC2250'
 GC2250'TO REACH THE STATION FROM THE U. S. HIGHWAYS 41 AND 31W AND
 GC2250'INTERSTATE ROUTE 65 INTERCHANGE IN NORTH NASHVILLE, GO
 GC2250'SOUTHERLY ON U.S. HIGHWAYS 41 AND 31W FOR 0.8 OF A MILE TO BEN ALLEN
 GC2250'ROAD ON THE LEFT.  HERE TURN LEFT ON BEN ALLEN ROAD AND GO
 GC2250'EASTERLY FOR 0.5 OF A MILE TO A BOARD GATE ON THE RIGHT AND THE HOME
 GC2250'OF MR. D. H. THOMPSON ON THE LEFT.  HER HERE TURN RIGHT, PASSING
 GC2250'THROUGH THE BOARD GATE AND PICK WAY UPHILL, PASSING TO THE LEFT OF A
 GC2250'BLOCK BUILDING, FOR ABOUT 0.2 OF A MILE TO THE SUMMIT OF A BRUSH
 GC2250'COVERED HILL AND THE STATION AS DESCRIBED.
 GC2250'
 GC2250'THE STATION IS ON THE HIGHEST POINT OF THE HILL, 223 FEET
 GC2250'EAST-SOUTHEAST OF A 30-INCH WHITE OAK TREE, 178 FEET NORTHWEST OF A
 GC2250'20-INCH HACKBERRY TREE, 138 FEET NORTH-NORTHEAST OF AN 18-INCH ELM
 GC2250'TREE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC2250'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GC2250'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLEN 1959 1968.
 GC2250'
 GC2250'REFERENCE MARK NO. 3 IS LOCATED ALONG THE SOUTH SLOPE OF THE HILL
 GC2250'ABOUT 0.5 OF A FOOT BELOW THE ELEVATION OF THE STATION.  IT
 GC2250'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 GC2250'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLEN
 GC2250'1959 NO 3 1968.
 GC2250'
 GC2250'REFERENCE MARK NO. 4 IS LOCATED ALONG THE SOUTHWEST SLOPE OF THE HILL
 GC2250'ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD
 GC2250'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT
 GC2250'PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLEN 1959 NO 4 1968.
 GC2250'
 GC2250'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2250'REFERENCE MARK NO. 4 IS 44.21 FEET-13.477 METERS.
 GC2250'
 GC2250'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE BRILEY
 GC2250'PARKWAY AND INTERSTATE ROUTE 65 INTERCHANGE STRUCTURE FOR EASTBOUND
 GC2250'TRAFFIC, ABOUT 1.1 MILES NORTH OF THE STATION, 27 FEET SOUTH OF THE
 GC2250'APPROXIMATE CENTER OF THE EASTBOUND TRAFFIC LANES, 3 FEET WEST OF
 GC2250'THE EAST END OF THE OVERPASS ABUTMENT, AND 1 FOOT SOUTH OF THE SOUTH
 GC2250'EDGE OF THE ABUTMENT. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GC2250'IN THE TOP OF THE ABUTMENT AND THE DISK IS STAMPED ALLEN 1959 1968.
 GC2250'
 GC2250'TO REACH THE AZIMUTH MARK FROM THE U. S. HIGHWAYS 41 AND 31W AND
 GC2250'INTERSTATE ROUTE 65 INTERCHANGE IN NORTH NASHVILLE, GO NORTHEASTERLY
 GC2250'ON INTERSTATE ROUTE 65 FOR 0.4 OF A MILE TO THE BRILEY PARKWAY AND
 GC2250'INTERSTATE ROUTE 65 INTERCHANGE AND THE MARK AS DESCRIBED.
 GC2250'
 GC2250'NOTE- MR. THOMPSON GAVE PERMISSION TO RE-ESTABLISH THE STATION AND
 GC2250'REQUESTED THAT THE MARK NOT BE DRIVEN TO IN WET WEATHER.
 GC2250'
 GC2250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 5 MILES NNE OF
 GC2250'DOWNTOWN NASHVILLE.
 GC2250
 GC2250                          STATION RECOVERY (1977)
 GC2250
 GC2250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2250'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 GC2250'AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS OBSTRUCTED
 GC2250'BY TREES, IN THE WAY OF CONSTRUCTION AND WAS DESTROYED.  A NEW
 GC2250'AZIMUTH MARK WAS SET.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 GC2250'MARKS CHECKED.  THE 1968 RECOVERY NOTE IS GOOD WITH THE DELETION
 GC2250'OF THE 1968 AZIMUTH MARK AND THE FOLLOWING ON THE 1977 AZIMUTH
 GC2250'MARK--
 GC2250'
 GC2250'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALLEN 1959 NO 2 1977,
 GC2250'SET IN A DRILL HOLE IN THE TOP AND EAST END OF THE CONCRETE GUARD
 GC2250'RAIL OF THE EAST BOUND LANE OF THE BRILEY PARKWAY AND INTERSTATE
 GC2250'HIGHWAY 65 INTERCHANGE, 27 FEET SOUTH OF THE CENTERLINE OF THE
 GC2250'EAST BOUND LANE AND 1 FOOT WEST OF THE EAST END OF THE GUARD RAIL.
 GC2250'
 GC2250'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC2250'
 GC2250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NORTH
 GC2250'OF DOWNTOWN NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1099 ***********************************************************************
 GA1099  DESIGNATION -  ALLEN RM 1
 GA1099  PID         -  GA1099
 GA1099  STATE/COUNTY-  TN/HAWKINS
 GA1099  USGS QUAD   -  BUREM (1976)
 GA1099
 GA1099                         *CURRENT SURVEY CONTROL
 GA1099  ___________________________________________________________________
 GA1099* NAD 83(1986)-  36 26 13.     (N)    082 58 05.     (W)     SCALED    
 GA1099* NAVD 88     -       403.211  (meters)    1322.87   (feet)  ADJUSTED  
 GA1099  ___________________________________________________________________
 GA1099  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1099  DYNAMIC HT  -         402.845 (meters)    1321.67  (feet)  COMP
 GA1099  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA1099
 GA1099  VERT ORDER  -  SECOND    CLASS 0
 GA1099
 GA1099.The horizontal coordinates were scaled from a topographic map and have
 GA1099.an estimated accuracy of +/- 6 seconds.
 GA1099
 GA1099.The orthometric height was determined by differential leveling
 GA1099.and adjusted by the National Geodetic Survey in June 1991..
 GA1099
 GA1099.The geoid height was determined by GEOID03.
 GA1099
 GA1099.The dynamic height is computed by dividing the NAVD 88
 GA1099.geopotential number by the normal gravity value computed on the
 GA1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1099.degrees latitude (g = 980.6199 gals.).
 GA1099
 GA1099.The modeled gravity was interpolated from observed gravity values.
 GA1099
 GA1099;                    North         East    Units  Estimated Accuracy
 GA1099;SPC TN       -   237,610.      871,810.      MT  (+/- 180 meters Scaled)
 GA1099
 GA1099                          SUPERSEDED SURVEY CONTROL
 GA1099
 GA1099  NGVD 29 (??/??/92)  403.352  (m)         1323.33   (f) ADJ UNCH    2 0
 GA1099
 GA1099.Superseded values are not recommended for survey control.
 GA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1099.See file dsdata.txt to determine how the superseded data were derived.
 GA1099
 GA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA235342(NAD 83)
 GA1099_MARKER: DD = SURVEY DISK
 GA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1099_STAMPING: ALLEN RM-1 1963
 GA1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1099+STABILITY: SURFACE MOTION
 GA1099
 GA1099  HISTORY     - Date     Condition        Report By
 GA1099  HISTORY     - 1963     MONUMENTED       TNHD
 GA1099  HISTORY     - 1964     GOOD             TNHD
 GA1099
 GA1099                          STATION DESCRIPTION
 GA1099
 GA1099'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1099'3 MI NE FROM ROGERSVILLE.
 GA1099'THE MARK IS LOCATED AT THE ALLEN 1963 STATION SITE, 84 FEET
 GA1099'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 68 FEET
 GA1099'NORTH OF THE NORTHEAST CORNER OF A CHURCH, 54 FEET NORTHWEST OF
 GA1099'A POWER POLE AND 10 FEET SOUTHWEST OF A TRACK ROAD LEADING TO THE
 GA1099'CHURCH.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1099'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1099'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1100 ***********************************************************************
 GA1100  DESIGNATION -  ALLEN RM 2
 GA1100  PID         -  GA1100
 GA1100  STATE/COUNTY-  TN/HAWKINS
 GA1100  USGS QUAD   -  BUREM (1976)
 GA1100
 GA1100                         *CURRENT SURVEY CONTROL
 GA1100  ___________________________________________________________________
 GA1100* NAD 83(1986)-  36 26 13.     (N)    082 58 05.     (W)     SCALED    
 GA1100* NAVD 88     -       400.551  (meters)    1314.14   (feet)  ADJUSTED  
 GA1100  ___________________________________________________________________
 GA1100  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1100  DYNAMIC HT  -         400.187 (meters)    1312.95  (feet)  COMP
 GA1100  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA1100
 GA1100  VERT ORDER  -  SECOND    CLASS 0
 GA1100
 GA1100.The horizontal coordinates were scaled from a topographic map and have
 GA1100.an estimated accuracy of +/- 6 seconds.
 GA1100
 GA1100.The orthometric height was determined by differential leveling
 GA1100.and adjusted by the National Geodetic Survey in June 1991..
 GA1100
 GA1100.The geoid height was determined by GEOID03.
 GA1100
 GA1100.The dynamic height is computed by dividing the NAVD 88
 GA1100.geopotential number by the normal gravity value computed on the
 GA1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1100.degrees latitude (g = 980.6199 gals.).
 GA1100
 GA1100.The modeled gravity was interpolated from observed gravity values.
 GA1100
 GA1100;                    North         East    Units  Estimated Accuracy
 GA1100;SPC TN       -   237,610.      871,810.      MT  (+/- 180 meters Scaled)
 GA1100
 GA1100                          SUPERSEDED SURVEY CONTROL
 GA1100
 GA1100  NGVD 29 (??/??/92)  400.692  (m)         1314.60   (f) ADJ UNCH    2 0
 GA1100
 GA1100.Superseded values are not recommended for survey control.
 GA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1100.See file dsdata.txt to determine how the superseded data were derived.
 GA1100
 GA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA235342(NAD 83)
 GA1100_MARKER: DD = SURVEY DISK
 GA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1100_STAMPING: ALLEN RM-2 1963
 GA1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1100+STABILITY: SURFACE MOTION
 GA1100
 GA1100  HISTORY     - Date     Condition        Report By
 GA1100  HISTORY     - 1963     MONUMENTED       TNHD
 GA1100  HISTORY     - 1964     GOOD             TNHD
 GA1100
 GA1100                          STATION DESCRIPTION
 GA1100
 GA1100'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1100'3 MI NE FROM ROGERSVILLE.
 GA1100'THE MARK IS LOCATED AT THE ALLEN 1963 STATION SITE, 16 FEET
 GA1100'NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W.  THE MARK
 GA1100'IS A STANDARD TENNESSEE HIGHWAY DISK SET IN A 10-INCH SQUARE,
 GA1100'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2395 ***********************************************************************
 GB2395  DESIGNATION -  ALLONS
 GB2395  PID         -  GB2395
 GB2395  STATE/COUNTY-  TN/OVERTON
 GB2395  USGS QUAD   -  LIVINGSTON (1986)
 GB2395
 GB2395                         *CURRENT SURVEY CONTROL
 GB2395  ___________________________________________________________________
 GB2395* NAD 83(1995)-  36 27 22.87394(N)    085 21 19.28071(W)     ADJUSTED  
 GB2395* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 GB2395  ___________________________________________________________________
 GB2395  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GB2395  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB2395
 GB2395  HORZ ORDER  -  THIRD
 GB2395
 GB2395.The horizontal coordinates were established by classical geodetic methods
 GB2395.and adjusted by the National Geodetic Survey in April 1999..
 GB2395
 GB2395.The orthometric height was scaled from a topographic map.
 GB2395
 GB2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2395
 GB2395.The geoid height was determined by GEOID03.
 GB2395
 GB2395;                    North         East     Units Scale Factor Converg.
 GB2395;SPC TN       -   235,742.981   657,786.787   MT  1.00000728   +0 22 38.6
 GB2395;SPC TN       -   773,433.43  2,158,088.82   sFT  1.00000728   +0 22 38.6
 GB2395;UTM  16      - 4,035,823.752   647,375.171   MT  0.99986760   +0 58 38.8
 GB2395
 GB2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2395!SPC TN       -   0.99993619  x   1.00000728  =   0.99994347
 GB2395!UTM  16      -   0.99993619  x   0.99986760  =   0.99980380
 GB2395
 GB2395:                Primary Azimuth Mark                     Grid Az
 GB2395:SPC TN       -  PILOT                                    108 09 55.6
 GB2395:UTM  16      -  PILOT                                    107 33 55.4
 GB2395
 GB2395|---------------------------------------------------------------------|
 GB2395| PID    Reference Object                     Distance      Geod. Az  |
 GB2395|                                                           dddmmss.s |
 GB2395| GB2382 PILOT                               APPROX.11.3 KM 1083234.2 |
 GB2395| CG5453 ALLONS AZ MK                                       1250537.2 |
 GB2395| CG5454 ALLONS RM 1                           7.805 METERS 23418     |
 GB2395| CG5455 ALLONS RM 2                           8.622 METERS 32740     |
 GB2395|---------------------------------------------------------------------|
 GB2395
 GB2395                          SUPERSEDED SURVEY CONTROL
 GB2395
 GB2395  NAD 83(1995)-  36 27 22.87471(N)    085 21 19.28148(W) AD(       ) 3
 GB2395  NAD 83(1995)-  36 27 22.88354(N)    085 21 19.28538(W) AD(       ) 3
 GB2395  NAD 83(1986)-  36 27 22.88493(N)    085 21 19.28449(W) AD(       ) 3
 GB2395  NAD 27      -  36 27 22.65700(N)    085 21 19.41400(W) AD(       ) 3
 GB2395
 GB2395.Superseded values are not recommended for survey control.
 GB2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2395.See file dsdata.txt to determine how the superseded data were derived.
 GB2395
 GB2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4737535824(NAD 83)
 GB2395_MARKER: DS = TRIANGULATION STATION DISK
 GB2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2395
 GB2395  HISTORY     - Date     Condition        Report By
 GB2395  HISTORY     - 1949     MONUMENTED       CGS
 GB2395
 GB2395                          STATION DESCRIPTION
 GB2395
 GB2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2395'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF CELINA, 6 MILES NORTH
 GB2395'OF LIVINGSTON AND 2 MILES NORTH OF ALLONS COMMUNITY ON PROPERTY OWNED
 GB2395'BY MR. C.H. COPE.  IT IS 200 FEET WEST OF THE CENTER OF STATE HIGHWAY
 GB2395'52, 65 FEET SOUTHWEST OF A 48 INCH OAK TREE, 45 FEET SOUTH OF THE
 GB2395'SOUTHWEST CORNER OF A CORN CRIB, 10 FEET SOUTH OF A FARM LANE AND 8
 GB2395'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS BELOW THE SURFACE
 GB2395'OF THE GROUND 2 INCHES AND THE DISK IS STAMPED ALLONS 1949.
 GB2395'
 GB2395'REFERENCE MARK NO. 1 IS 93 FEET EAST OF THE SOUTHEAST CORNER OF A
 GB2395'BARN, 14 FEET SOUTH OF THE FARM LANE.  THE MARK IS FLUSH AND THE
 GB2395'DISK IS STAMPED ALLONS NO 1 1949.
 GB2395'
 GB2395'REFERENCE MARK NO. 2 IS 54 FEET WEST OF THE OAK TREE AND 18 FEET
 GB2395'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CORN CRIB.  THE MARK IS
 GB2395'FLUSH AND THE DISK IS STAMPED ALLONS NO 2 1949.
 GB2395'
 GB2395'AZIMUTH MARK IS 25 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 2
 GB2395'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A POWER POLE.
 GB2395'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ALLONS 1949.
 GB2395'
 GB2395'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 42 AND
 GB2395'52 AT THE COURT HOUSE SQUARE IN LIVINGSTON GO NORTH ON HIGHWAY 52
 GB2395'FOR 6.0 MILES TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 GB2395'NORTH-WEST ON THE HIGHWAY FOR 0.1 MILE TO THE RESIDENCE OF MR. C.H.
 GB2395'COPE AND A FARM LANE ON THE LEFT, TURN LEFT AND GO WEST FOR 200 FEET
 GB2395'TO THE STATION AS DESCRIBED.
 GB2395'
 GB2395'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2379 ***********************************************************************
 GB2379  DESIGNATION -  ALPINE
 GB2379  PID         -  GB2379
 GB2379  STATE/COUNTY-  TN/OVERTON
 GB2379  USGS QUAD   -  CRAWFORD (1979)
 GB2379
 GB2379                         *CURRENT SURVEY CONTROL
 GB2379  ___________________________________________________________________
 GB2379* NAD 83(1995)-  36 21 48.71554(N)    085 13 55.86263(W)     ADJUSTED  
 GB2379* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 GB2379  ___________________________________________________________________
 GB2379  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 GB2379  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB2379
 GB2379  HORZ ORDER  -  FIRST
 GB2379
 GB2379.The horizontal coordinates were established by classical geodetic methods
 GB2379.and adjusted by the National Geodetic Survey in April 1999..
 GB2379
 GB2379.The orthometric height was scaled from a topographic map.
 GB2379
 GB2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2379
 GB2379.The geoid height was determined by GEOID03.
 GB2379
 GB2379;                    North         East     Units Scale Factor Converg.
 GB2379;SPC TN       -   225,522.865   668,908.665   MT  0.99999101   +0 26 58.2
 GB2379;SPC TN       -   739,902.93  2,194,577.85   sFT  0.99999101   +0 26 58.2
 GB2379;UTM  16      - 4,025,721.676   658,602.129   MT  0.99990993   +1 02 54.1
 GB2379
 GB2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2379!SPC TN       -   0.99991431  x   0.99999101  =   0.99990532
 GB2379!UTM  16      -   0.99991431  x   0.99990993  =   0.99982425
 GB2379
 GB2379|---------------------------------------------------------------------|
 GB2379| PID    Reference Object                     Distance      Geod. Az  |
 GB2379|                                                           dddmmss.s |
 GB2379| CG5457 ALPINE RM 1                          19.949 METERS 09811     |
 GB2379| CG5456 ALPINE AZ MK                                       1110829.6 |
 GB2379| GB2386 SEAHORN LOOKOUT TOWER               APPROX.18.2 KM 1815817.0 |
 GB2379| CG5458 ALPINE RM 2                          14.332 METERS 18354     |
 GB2379| GB2388 MONTEREY MUNICIPAL TANK             APPROX.24.2 KM 1872805.8 |
 GB2379| GB2382 PILOT                               APPROX. 6.7 KM 3564734.3 |
 GB2379|---------------------------------------------------------------------|
 GB2379
 GB2379                          SUPERSEDED SURVEY CONTROL
 GB2379
 GB2379  NAD 83(1995)-  36 21 48.71654(N)    085 13 55.86422(W) AD(       ) 1
 GB2379  NAD 83(1995)-  36 21 48.72479(N)    085 13 55.86618(W) AD(       ) 1
 GB2379  NAD 83(1986)-  36 21 48.72736(N)    085 13 55.86637(W) AD(       ) 1
 GB2379  NAD 27      -  36 21 48.49600(N)    085 13 55.99600(W) AD(       ) 1
 GB2379
 GB2379.Superseded values are not recommended for survey control.
 GB2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2379.See file dsdata.txt to determine how the superseded data were derived.
 GB2379
 GB2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5860225722(NAD 83)
 GB2379_MARKER: DS = TRIANGULATION STATION DISK
 GB2379_SETTING: 80 = SET IN A BOULDER
 GB2379_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2379
 GB2379  HISTORY     - Date     Condition        Report By
 GB2379  HISTORY     - 1935     MONUMENTED       CGS
 GB2379  HISTORY     - 1949     GOOD             CGS
 GB2379
 GB2379                          STATION DESCRIPTION
 GB2379
 GB2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2379'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE N-PRONG OF ALPINE
 GB2379'MOUNTAIN BETWEEN GULLET MOUNTAIN ON THE E AND MEDLOCK HOLLOW ON
 GB2379'THE W.  IT IS 5-1/4 MILES E OF LIVINGSTON AND 15 MILES N OF MONTEREY.
 GB2379'THE STATION IS IN THE CENTER OF A SMALL, CLEARED SPACE, ABOUT 12
 GB2379'PACES E OF A TRIANGULAR-BLAZED 8-INCH GUM TREE, 18 FEET NE OF A
 GB2379'TRIANGULAR BLAZED 6-INCH OAK, AND 13-1/2 FEET S OF A GROUP
 GB2379'OF THREE 6-INCH OAKS, THE MOST EASTERLY OF WHICH IS
 GB2379'TRIANGULAR-BLAZED.  THE MARK IS SET ABOUT 6 INCHES BELOW THE SURFACE
 GB2379'OF THE GROUND.
 GB2379'
 GB2379'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS,
 GB2379'WEDGED IN DRILL HOLES IN BOULDERS.
 GB2379'
 GB2379'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 GB2379'BEDROCK.
 GB2379'
 GB2379'REFERENCE MARK NO. 1 IS E OF THE STATION ON THE N SIDE OF THE TRAIL
 GB2379'LEADING TO THE STATION, ABOUT 5 FEET N OF THE CENTER LINE OF
 GB2379'THE TRAIL (WAGON ROAD), AND 2 FEET W OF TWIN 6-INCH SCRUB OAK SNAGS.
 GB2379'
 GB2379'REFERENCE MARK NO. 2 IS S OF THE STATION.
 GB2379'
 GB2379'AZIMUTH MARK IS ESE OF THE STATION, ABOUT 6 FEET N OF THE CENTER LINE
 GB2379'OF THE OLD WAGON ROAD LEADING TO THE STATION, AND ABOUT 3 FEET SE OF
 GB2379'10-INCH SCRUB OAK.
 GB2379'
 GB2379'TO REACH THE STATION FROM THE COURTHOUSE IN LIVINGSTON, GO NE ON
 GB2379'ROUTES 42 AND 85 FOR 1.15 MILES TO THEIR JUNCTION, TURN RIGHT ON
 GB2379'85 AND GO 3.55 MILES AND TURN SHARP RIGHT ON GRAVEL ROAD, GO 0.5 MILE
 GB2379'ON THIS ROUGH GRAVEL ROAD TO A JOGGED CROSS ROAD IN A STREAM
 GB2379'BED, HERE, TURN LEFT AND FOLLOW THE MAIN ROAD (NARROW AND VERY ROUGH)
 GB2379'FOR 1.25 MILES TO AN OLD, ABANDONED SAWMILL ON THE LEFT (THE END OF
 GB2379'TRUCK TRAVEL).  FROM HERE, FOLLOW AN OLD WAGON TRAIL TO THE LEFT
 GB2379'(PASSING ON THE RIGHT SIDE OF A TRIPLE-NOTCHED TREE) UP THE SIDE OF
 GB2379'THE MOUNTAIN FOR ABOUT 1 MILE TO THE SUMMIT AND STATION SITE. THE
 GB2379'TRAIL IS BLAZED FROM THE SAWMILL TO THE TOP.  THIS ABANDONED SAWMILL
 GB2379'IS ABOUT 200 YARDS N OF CENTER BROWNS HOUSE.  THE LAND ON WHICH THE
 GB2379'STATION IS LOCATED BELONGS TO THE ALPINE ESTATE AND IS SAID TO BE
 GB2379'OWNED BY A MR. MARTIN.
 GB2379'
 GB2379'NOTE- CONSIDERABLE CLEARING OF HEAVY UNDERBRUSH WILL BE NECESSARY TO
 GB2379'MAKE THE AZIMUTH MARK VISIBLE FROM THE GROUND.
 GB2379'
 GB2379'A 50-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 GB2379
 GB2379                          STATION RECOVERY (1949)
 GB2379
 GB2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2379'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2379'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK.  A
 GB2379'WHITE WITNESS POST WAS SET AT THE STATION AND AZIMUTH MARK BY THIS
 GB2379'PARTY.  THE STATION IS 3 FEET WEST OF A WHITE WITNESS POST.  THE
 GB2379'AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A WHITE WITNESS POST.  THE OLD
 GB2379'DESCRIPTION IS ADEQUATE.  A NEW TO REACH THE STATION FOLLOWS.
 GB2379'
 GB2379'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2379'LIVINGSTON, GO NORTHEAST ON STATE HIGHWAYS NO. 42 AND NO. 85 FOR 1.2
 GB2379'MILES TO THE JUNCTION OF STATE HIGHWAYS NO. 42 AND NO. 85, TURN RIGHT
 GB2379'ON STATE HIGHWAY NO. 85 AND GO EAST FOR 6.15 MILES TO A GRAVEL
 GB2379'T-ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MILE TO A FORK IN ROAD,
 GB2379'TAKE LEFT FORK AND GO EAST FOR 1.1 MILE TO A FORK IN ROAD, TAKE
 GB2379'LEFT FORK AND GO SOUTHEASTERLY FOR 1.85 MILE TO A FORK IN ROAD, TAKE
 GB2379'RIGHT FORK AND GO SOUTH FOR 1 MILE TO A DIM ROAD RIGHT AND A
 GB2379'TRIANGLE BLAZED TREE ON THE LEFT, TURN RIGHT AND GO WEST FOR ABOUT
 GB2379'100 YARDS TO THE AZIMUTH MARK ON THE LEFT, THENCE CONTINUE WEST ON
 GB2379'DIM ROAD FOR ABOUT 100 YARDS TO THE TOP OF HILL AND THE STATION AS
 GB2379'DESCRIBED.
 GB2379'
 GB2379'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0879 ***********************************************************************
 FD0879  DESIGNATION -  AMS 141
 FD0879  PID         -  FD0879
 FD0879  STATE/COUNTY-  TN/LAWRENCE
 FD0879  USGS QUAD   -  SUMMERTOWN (1976)
 FD0879
 FD0879                         *CURRENT SURVEY CONTROL
 FD0879  ___________________________________________________________________
 FD0879* NAD 83(1986)-  35 26 33.     (N)    087 19 00.     (W)     SCALED    
 FD0879* NAVD 88     -       305.958  (meters)    1003.80   (feet)  ADJUSTED  
 FD0879  ___________________________________________________________________
 FD0879  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0879  DYNAMIC HT  -         305.676 (meters)    1002.87  (feet)  COMP
 FD0879  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 FD0879
 FD0879  VERT ORDER  -  FIRST     CLASS II
 FD0879
 FD0879.The horizontal coordinates were scaled from a topographic map and have
 FD0879.an estimated accuracy of +/- 6 seconds.
 FD0879
 FD0879.The orthometric height was determined by differential leveling
 FD0879.and adjusted by the National Geodetic Survey in June 1991..
 FD0879
 FD0879.The geoid height was determined by GEOID03.
 FD0879
 FD0879.The dynamic height is computed by dividing the NAVD 88
 FD0879.geopotential number by the normal gravity value computed on the
 FD0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0879.degrees latitude (g = 980.6199 gals.).
 FD0879
 FD0879.The modeled gravity was interpolated from observed gravity values.
 FD0879
 FD0879;                    North         East    Units  Estimated Accuracy
 FD0879;SPC TN       -   123,870.      480,460.      MT  (+/- 180 meters Scaled)
 FD0879
 FD0879                          SUPERSEDED SURVEY CONTROL
 FD0879
 FD0879  NGVD 29 (??/??/92)  305.929  (m)         1003.70   (f) ADJ UNCH    1 2
 FD0879
 FD0879.Superseded values are not recommended for survey control.
 FD0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0879.See file dsdata.txt to determine how the superseded data were derived.
 FD0879
 FD0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE712221(NAD 83)
 FD0879_MARKER: DD = SURVEY DISK
 FD0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0879_STAMPING: AMS 141 1946
 FD0879_MARK LOGO: TVA   
 FD0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0879+STABILITY: SURFACE MOTION
 FD0879
 FD0879  HISTORY     - Date     Condition        Report By
 FD0879  HISTORY     - 1946     MONUMENTED       TVA
 FD0879  HISTORY     - 1949     GOOD             NGS
 FD0879  HISTORY     - 1983     GOOD             NGS
 FD0879
 FD0879                          STATION DESCRIPTION
 FD0879
 FD0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0879'1.6 MI NW FROM SUMMERTOWN.
 FD0879'ABOUT 1.6 MILES WEST AND NORTHWEST ALONG STATE HIGHWAY 20 FROM
 FD0879'THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT
 FD0879'SUMMERTOWN, AT THE OUTSIDE OF A GRADED CURVE WITH TANGENTS
 FD0879'SOUTH-SOUTHEAST AND WEST-NORTHWEST AND THE JUNCTION OF A GRAVEL
 FD0879'ROAD NORTHEAST, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FD0879'20 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 19 FEET
 FD0879'NORTH OF THE NORTH END OF A 14-INCH PIPE CULVERT UNDER SIDE ROAD,
 FD0879'6 FEET NORTH OF A STOP SIGN, 1 FOOT SOUTHEAST OF A WHITE WOODEN
 FD0879'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 FD0879'A CONCRETE POST PROJECTING 8 INCHES.
 FD0879
 FD0879                          STATION RECOVERY (1983)
 FD0879
 FD0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0879'RECOVERED IN GOOD CONDITION.  NOTE THE SIDE ROAD IS NOW PAVED AND THE
 FD0879'STOP SIGN IS NO LONGER THERE.  NOT LEVELED TO THIS SURVEY.
 FD0879'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0875 ***********************************************************************
 FD0875  DESIGNATION -  AMS 143
 FD0875  PID         -  FD0875
 FD0875  STATE/COUNTY-  TN/LEWIS
 FD0875  USGS QUAD   -  SUMMERTOWN (1976)
 FD0875
 FD0875                         *CURRENT SURVEY CONTROL
 FD0875  ___________________________________________________________________
 FD0875* NAD 83(1986)-  35 27 44.     (N)    087 21 39.     (W)     SCALED    
 FD0875* NAVD 88     -       313.346  (meters)    1028.04   (feet)  ADJUSTED  
 FD0875  ___________________________________________________________________
 FD0875  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0875  DYNAMIC HT  -         313.057 (meters)    1027.09  (feet)  COMP
 FD0875  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 FD0875
 FD0875  VERT ORDER  -  FIRST     CLASS II
 FD0875
 FD0875.The horizontal coordinates were scaled from a topographic map and have
 FD0875.an estimated accuracy of +/- 6 seconds.
 FD0875
 FD0875.The orthometric height was determined by differential leveling
 FD0875.and adjusted by the National Geodetic Survey in June 1991..
 FD0875
 FD0875.The geoid height was determined by GEOID03.
 FD0875
 FD0875.The dynamic height is computed by dividing the NAVD 88
 FD0875.geopotential number by the normal gravity value computed on the
 FD0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0875.degrees latitude (g = 980.6199 gals.).
 FD0875
 FD0875.The modeled gravity was interpolated from observed gravity values.
 FD0875
 FD0875;                    North         East    Units  Estimated Accuracy
 FD0875;SPC TN       -   126,110.      476,480.      MT  (+/- 180 meters Scaled)
 FD0875
 FD0875                          SUPERSEDED SURVEY CONTROL
 FD0875
 FD0875  NGVD 29 (??/??/92)  313.317  (m)         1027.94   (f) ADJ UNCH    1 2
 FD0875
 FD0875.Superseded values are not recommended for survey control.
 FD0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0875.See file dsdata.txt to determine how the superseded data were derived.
 FD0875
 FD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE672243(NAD 83)
 FD0875_MARKER: DD = SURVEY DISK
 FD0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0875_STAMPING: AMS 143 1946
 FD0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0875+STABILITY: SURFACE MOTION
 FD0875
 FD0875  HISTORY     - Date     Condition        Report By
 FD0875  HISTORY     - 1946     MONUMENTED       TVA
 FD0875  HISTORY     - 1949     GOOD             NGS
 FD0875
 FD0875                          STATION DESCRIPTION
 FD0875
 FD0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0875'4.9 MI NW FROM SUMMERTOWN.
 FD0875'ABOUT 4.9 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0875'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION
 FD0875'AT SUMMERTOWN, ABOUT 0.25 MILE SOUTHEAST OF THE JUNCTION OF A
 FD0875'GRAVEL ROAD LEADING NORTHEAST, ABOUT 0.3 MILE SOUTHEAST OF THE
 FD0875'TOP OF A GRADE AND THE JUNCTION OF A ROAD SOUTHWEST, 30 FEET
 FD0875'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTHWEST
 FD0875'OF THE CENTER LINE OF THE OLD HIGHWAY BED, AT THE SOUTHEAST
 FD0875'END OF A 2-FOOT CUT, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 FD0875'POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 FD0875'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0873 ***********************************************************************
 FD0873  DESIGNATION -  AMS 144
 FD0873  PID         -  FD0873
 FD0873  STATE/COUNTY-  TN/LEWIS
 FD0873  USGS QUAD   -  SUMMERTOWN (1976)
 FD0873
 FD0873                         *CURRENT SURVEY CONTROL
 FD0873  ___________________________________________________________________
 FD0873* NAD 83(1986)-  35 28 42.     (N)    087 22 24.     (W)     SCALED    
 FD0873* NAVD 88     -       309.717  (meters)    1016.13   (feet)  ADJUSTED  
 FD0873  ___________________________________________________________________
 FD0873  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0873  DYNAMIC HT  -         309.432 (meters)    1015.19  (feet)  COMP
 FD0873  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 FD0873
 FD0873  VERT ORDER  -  FIRST     CLASS II
 FD0873
 FD0873.The horizontal coordinates were scaled from a topographic map and have
 FD0873.an estimated accuracy of +/- 6 seconds.
 FD0873
 FD0873.The orthometric height was determined by differential leveling
 FD0873.and adjusted by the National Geodetic Survey in June 1991..
 FD0873
 FD0873.The geoid height was determined by GEOID03.
 FD0873
 FD0873.The dynamic height is computed by dividing the NAVD 88
 FD0873.geopotential number by the normal gravity value computed on the
 FD0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0873.degrees latitude (g = 980.6199 gals.).
 FD0873
 FD0873.The modeled gravity was interpolated from observed gravity values.
 FD0873
 FD0873;                    North         East    Units  Estimated Accuracy
 FD0873;SPC TN       -   127,910.      475,370.      MT  (+/- 180 meters Scaled)
 FD0873
 FD0873                          SUPERSEDED SURVEY CONTROL
 FD0873
 FD0873  NGVD 29 (??/??/92)  309.690  (m)         1016.04   (f) ADJ UNCH    1 2
 FD0873
 FD0873.Superseded values are not recommended for survey control.
 FD0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0873.See file dsdata.txt to determine how the superseded data were derived.
 FD0873
 FD0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE661261(NAD 83)
 FD0873_MARKER: DD = SURVEY DISK
 FD0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0873_STAMPING: AMS 144 1946
 FD0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0873+STABILITY: SURFACE MOTION
 FD0873
 FD0873  HISTORY     - Date     Condition        Report By
 FD0873  HISTORY     - 1946     MONUMENTED       TVA
 FD0873  HISTORY     - 1949     GOOD             NGS
 FD0873
 FD0873                          STATION DESCRIPTION
 FD0873
 FD0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0873'6.3 MI NW FROM SUMMERTOWN.
 FD0873'ABOUT 6.3 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0873'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION
 FD0873'AT SUMMERTOWN, ABOUT 0.1 MILE SOUTH OF A CONCRETE TILE CHURCH
 FD0873'ON EAST SIDE OF HIGHWAY, ABOUT 0.45 MILE NORTH OF THE JUNCTION
 FD0873'OF A GRAVEL ROAD LEADING SOUTHWEST, 40 FEET WEST OF THE
 FD0873'CENTER LINE OF THE HIGHWAY, 59 FEET SOUTH-SOUTHEAST OF THE
 FD0873'SOUTHEAST CORNER OF A BARN, 79.5 FEET NORTHEAST OF THE NORTHEAST
 FD0873'CORNER OF A FARM HOUSE, 4.5 FEET SOUTH OF A BARN LOT FENCE,
 FD0873'14 FEET WEST-SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTH OF A
 FD0873'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 FD0873'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2227 ***********************************************************************
 FE2227  DESIGNATION -  AMS 232
 FE2227  PID         -  FE2227
 FE2227  STATE/COUNTY-  TN/HENDERSON
 FE2227  USGS QUAD   -  YUMA (1986)
 FE2227
 FE2227                         *CURRENT SURVEY CONTROL
 FE2227  ___________________________________________________________________
 FE2227* NAD 83(1995)-  35 47 05.92487(N)    088 16 30.61791(W)     ADJUSTED  
 FE2227* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 FE2227  ___________________________________________________________________
 FE2227  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FE2227  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2227
 FE2227  HORZ ORDER  -  SECOND
 FE2227
 FE2227.The horizontal coordinates were established by classical geodetic methods
 FE2227.and adjusted by the National Geodetic Survey in April 1999..
 FE2227
 FE2227.The orthometric height was scaled from a topographic map.
 FE2227
 FE2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2227
 FE2227.The geoid height was determined by GEOID03.
 FE2227
 FE2227;                    North         East     Units Scale Factor Converg.
 FE2227;SPC TN       -   163,449.259   394,335.779   MT  0.99994877   -1 19 55.1
 FE2227;SPC TN       -   536,249.78  1,293,749.97   sFT  0.99994877   -1 19 55.1
 FE2227;UTM  16      - 3,960,849.881   384,757.604   MT  0.99976365   -0 44 44.6
 FE2227
 FE2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2227!SPC TN       -   0.99997116  x   0.99994877  =   0.99991993
 FE2227!UTM  16      -   0.99997116  x   0.99976365  =   0.99973482
 FE2227
 FE2227                          SUPERSEDED SURVEY CONTROL
 FE2227
 FE2227  NAD 83(1995)-  35 47 05.92693(N)    088 16 30.62435(W) AD(       ) 2
 FE2227  NAD 83(1986)-  35 47 05.93498(N)    088 16 30.61877(W) AD(       ) 2
 FE2227  NAD 27      -  35 47 05.70040(N)    088 16 30.45960(W) AD(       ) 2
 FE2227
 FE2227.Superseded values are not recommended for survey control.
 FE2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2227.See file dsdata.txt to determine how the superseded data were derived.
 FE2227
 FE2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8475860850(NAD 83)
 FE2227_MARKER: DD = SURVEY DISK
 FE2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2227_STAMPING: AMS 232 1946 US-TVA
 FE2227_MARK LOGO: TVA   
 FE2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2227+STABILITY: SURFACE MOTION
 FE2227
 FE2227  HISTORY     - Date     Condition        Report By
 FE2227  HISTORY     - 1946     MONUMENTED       TVA
 FE2227  HISTORY     - 1968     GOOD             CGS
 FE2227
 FE2227                          STATION DESCRIPTION
 FE2227
 FE2227'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1946 (CAA)
 FE2227'THE STATION IS LOCATED IN THE NATCHEZ TRACE STATE FOREST PARK ABOUT
 FE2227'21 MILES SOUTH-SOUTHWEST OF CAMDEN, 17 MILES SOUTHEAST OF
 FE2227'HUNTINGDON, 11 MILES NORTH-NORTHWEST OF PARSONS, 11 MILES
 FE2227'NORTH-NORTHEAST OF LEXINGTON, 2.6 MILES SOUTH OF THE NATCHEZ
 FE2227'TRACE PARK HEADQUARTERS ROAD AND INTERSTATE ROUTE 40 INTERCHANGE, AND
 FE2227'1.35 MILES NORTH OF THE PARK HEADQUARTERS COMPLEX.
 FE2227'
 FE2227'TO REACH THE STATION FROM THE NATCHEZ TRACE STATE FOREST PARK
 FE2227'HEADQUARTERS OFFICE, GO NORTHERLY ON A PAVED ROAD FOR 0.15 OF A
 FE2227'MILE TO A FORK. HERE KEEP THE RIGHT FORK AND CONTINUE NORTHERLY ON
 FE2227'THE PAVED ROAD FOR 1.2 MILES TO A GRADED T ROAD RIGHT AND SIGN
 FE2227'TAYLORS TRAIL, AND THE STATION ABOUT 45 YARDS ON THE RIGHT IN THE
 FE2227'SOUTHEAST ANGLE OF THIS INTERSECTION.
 FE2227'
 FE2227'AMS 232 1946 US-TVA MARK IS IN A
 FE2227'SMALL WOODED TRIANGLE FORMED BY A LEAD-IN SHUNT ROAD, TAYLORS
 FE2227'TRAIL AND THE PAVED ROAD NORTH OF THE STATION, 49 FEET EAST OF THE
 FE2227'APPROXIMATE CENTER OF THE PAVED ROAD, 19 FEET SOUTHWEST OF THE
 FE2227'APPROXIMATE CENTER OF THE SHUNT ROAD, AND 0.8 OF A FOOT NORTH OF A
 FE2227'METAL WITNESS POST AND SIGN. IT IS A 2-1/2 X 2-1/2 INCH SQUARE BRONZE
 FE2227'TABLET SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT THAT
 FE2227'PROJECTS 5 INCHES AND THE TABLET IS STAMPED AMS 232 1946 US-TVA.
 FE2227
 FE2227                          STATION RECOVERY (1968)
 FE2227
 FE2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2227'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. IN 1959 A
 FE2227'TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 FE2227'STATION NATCHEZ 1959, THE MEASURED DISTANCE BEING 45.583
 FE2227'METERS-149.55 FEET.
 FE2227'
 FE2227'TO REACH THE MARK FROM THE NATCHEZ TRACE STATE FOREST PARK
 FE2227'HEADQUARTERS OFFICE, GO NORTHERLY ON A PAVED ROAD FOR 0.15 OF A
 FE2227'MILE TO A FORK. HERE KEEP THE RIGHT FORK AND CONTINUE NORTHERLY ON
 FE2227'THE PAVED ROAD FOR 1.2 MILES TO A GRADED T ROAD RIGHT AND SIGN
 FE2227'TAYLORS TRAIL, CONTINUE NORTHERLY ON THE PAVED ROAD FOR ABOUT 30
 FE2227'YARDS TO A LEAD-IN SHUNT ROAD SHARP RIGHT AND THE MARK IN A
 FE2227'SMALL, WOODED, TRIANGULAR SHAPED PLOT FORMED BY THESE ROADS.
 FE2227'
 FE2227'THE MARK IS 49 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD,
 FE2227'19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE SHUNT ROAD AND
 FE2227'0.8 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN. IT IS A 2-1/2 X
 FE2227'2-1/2 INCH SQUARE BRONZE TABLET SET IN THE TOP OF A 6-INCH, SQUARE,
 FE2227'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED AMS
 FE2227'232 1946 US-TVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1072 ***********************************************************************
 FD1072  DESIGNATION -  AMS 510
 FD1072  PID         -  FD1072
 FD1072  STATE/COUNTY-  TN/PERRY
 FD1072  USGS QUAD   -  LINDEN (1968)
 FD1072
 FD1072                         *CURRENT SURVEY CONTROL
 FD1072  ___________________________________________________________________
 FD1072* NAD 83(1986)-  35 37 25.     (N)    087 50 03.     (W)     SCALED    
 FD1072* NAVD 88     -       148.619  (meters)     487.59   (feet)  ADJUSTED  
 FD1072  ___________________________________________________________________
 FD1072  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1072  DYNAMIC HT  -         148.485 (meters)     487.15  (feet)  COMP
 FD1072  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 FD1072
 FD1072  VERT ORDER  -  FIRST     CLASS II
 FD1072
 FD1072.The horizontal coordinates were scaled from a topographic map and have
 FD1072.an estimated accuracy of +/- 6 seconds.
 FD1072
 FD1072.The orthometric height was determined by differential leveling
 FD1072.and adjusted by the National Geodetic Survey in June 1991..
 FD1072
 FD1072.The geoid height was determined by GEOID03.
 FD1072
 FD1072.The dynamic height is computed by dividing the NAVD 88
 FD1072.geopotential number by the normal gravity value computed on the
 FD1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1072.degrees latitude (g = 980.6199 gals.).
 FD1072
 FD1072.The modeled gravity was interpolated from observed gravity values.
 FD1072
 FD1072;                    North         East    Units  Estimated Accuracy
 FD1072;SPC TN       -   144,710.      433,860.      MT  (+/- 180 meters Scaled)
 FD1072
 FD1072                          SUPERSEDED SURVEY CONTROL
 FD1072
 FD1072  NGVD 29 (??/??/92)  148.617  (m)          487.59   (f) ADJ UNCH    1 2
 FD1072
 FD1072.Superseded values are not recommended for survey control.
 FD1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1072.See file dsdata.txt to determine how the superseded data were derived.
 FD1072
 FD1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE244425(NAD 83)
 FD1072_MARKER: DD = SURVEY DISK
 FD1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1072_STAMPING: AMS 510 1947
 FD1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1072+STABILITY: SURFACE MOTION
 FD1072
 FD1072  HISTORY     - Date     Condition        Report By
 FD1072  HISTORY     - 1947     MONUMENTED       TVA
 FD1072  HISTORY     - 1949     GOOD             NGS
 FD1072
 FD1072                          STATION DESCRIPTION
 FD1072
 FD1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1072'0.6 MI N FROM LINDEN.
 FD1072'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE COURT HOUSE
 FD1072'AT LINDEN, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS
 FD1072'13 AND 100, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18
 FD1072'FEET EAST OF THE R/W FENCE LINE, 17.5 FEET EAST OF A POWER POLE,
 FD1072'32 FEET NORTHEAST OF A FENCE CORNER AND JOG IN FENCE LINE, 2
 FD1072'FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE
 FD1072'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1073 ***********************************************************************
 FD1073  DESIGNATION -  AMS 511
 FD1073  PID         -  FD1073
 FD1073  STATE/COUNTY-  TN/PERRY
 FD1073  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1073
 FD1073                         *CURRENT SURVEY CONTROL
 FD1073  ___________________________________________________________________
 FD1073* NAD 83(1986)-  35 37 42.     (N)    087 50 08.     (W)     SCALED    
 FD1073* NAVD 88     -       147.478  (meters)     483.85   (feet)  ADJUSTED  
 FD1073  ___________________________________________________________________
 FD1073  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1073  DYNAMIC HT  -         147.346 (meters)     483.42  (feet)  COMP
 FD1073  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FD1073
 FD1073  VERT ORDER  -  FIRST     CLASS II
 FD1073
 FD1073.The horizontal coordinates were scaled from a topographic map and have
 FD1073.an estimated accuracy of +/- 6 seconds.
 FD1073
 FD1073.The orthometric height was determined by differential leveling
 FD1073.and adjusted by the National Geodetic Survey in June 1991..
 FD1073
 FD1073.The geoid height was determined by GEOID03.
 FD1073
 FD1073.The dynamic height is computed by dividing the NAVD 88
 FD1073.geopotential number by the normal gravity value computed on the
 FD1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1073.degrees latitude (g = 980.6199 gals.).
 FD1073
 FD1073.The modeled gravity was interpolated from observed gravity values.
 FD1073
 FD1073;                    North         East    Units  Estimated Accuracy
 FD1073;SPC TN       -   145,240.      433,740.      MT  (+/- 180 meters Scaled)
 FD1073
 FD1073                          SUPERSEDED SURVEY CONTROL
 FD1073
 FD1073  NGVD 29 (??/??/92)  147.476  (m)          483.84   (f) ADJ UNCH    1 2
 FD1073
 FD1073.Superseded values are not recommended for survey control.
 FD1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1073.See file dsdata.txt to determine how the superseded data were derived.
 FD1073
 FD1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE243430(NAD 83)
 FD1073_MARKER: DD = SURVEY DISK
 FD1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1073_STAMPING: AMS 511 1947
 FD1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1073+STABILITY: SURFACE MOTION
 FD1073
 FD1073  HISTORY     - Date     Condition        Report By
 FD1073  HISTORY     - 1947     MONUMENTED       TVA
 FD1073  HISTORY     - 1949     GOOD             NGS
 FD1073
 FD1073                          STATION DESCRIPTION
 FD1073
 FD1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1073'1.0 MI N FROM LINDEN.
 FD1073'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE COURT HOUSE
 FD1073'AT LINDEN, ABOUT 0.6 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS
 FD1073'13 AND 100, AT THE SOUTH END OF A GRADED CURVE WITH TANGENTS
 FD1073'EXTENDING SOUTH AND NORTHEAST AND AT THE JUNCTION OF A DRIVE
 FD1073'NORTHWEST TO A SAW MILL, 41 FEET WEST OF THE CENTER LINE OF THE
 FD1073'HIGHWAY, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE TO SAW
 FD1073'MILL, 46.2 FEET SOUTH OF A POWER POLE WITH TRANSFORMER AND ABOUT IN
 FD1073'LINE WITH THE ROW OF POLES, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 FD1073'POST, ABOUT 7 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 FD1073'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1077 ***********************************************************************
 FD1077  DESIGNATION -  AMS 514
 FD1077  PID         -  FD1077
 FD1077  STATE/COUNTY-  TN/PERRY
 FD1077  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1077
 FD1077                         *CURRENT SURVEY CONTROL
 FD1077  ___________________________________________________________________
 FD1077* NAD 83(1986)-  35 40 07.     (N)    087 49 02.     (W)     SCALED    
 FD1077* NAVD 88     -       161.419  (meters)     529.59   (feet)  ADJUSTED  
 FD1077  ___________________________________________________________________
 FD1077  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1077  DYNAMIC HT  -         161.275 (meters)     529.12  (feet)  COMP
 FD1077  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 FD1077
 FD1077  VERT ORDER  -  FIRST     CLASS II
 FD1077
 FD1077.The horizontal coordinates were scaled from a topographic map and have
 FD1077.an estimated accuracy of +/- 6 seconds.
 FD1077
 FD1077.The orthometric height was determined by differential leveling
 FD1077.and adjusted by the National Geodetic Survey in June 1991..
 FD1077
 FD1077.The geoid height was determined by GEOID03.
 FD1077
 FD1077.The dynamic height is computed by dividing the NAVD 88
 FD1077.geopotential number by the normal gravity value computed on the
 FD1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1077.degrees latitude (g = 980.6199 gals.).
 FD1077
 FD1077.The modeled gravity was interpolated from observed gravity values.
 FD1077
 FD1077;                    North         East    Units  Estimated Accuracy
 FD1077;SPC TN       -   149,680.      435,490.      MT  (+/- 180 meters Scaled)
 FD1077
 FD1077                          SUPERSEDED SURVEY CONTROL
 FD1077
 FD1077  NGVD 29 (??/??/92)  161.418  (m)          529.59   (f) ADJ UNCH    1 2
 FD1077
 FD1077.Superseded values are not recommended for survey control.
 FD1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1077.See file dsdata.txt to determine how the superseded data were derived.
 FD1077
 FD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE260475(NAD 83)
 FD1077_MARKER: DD = SURVEY DISK
 FD1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1077_STAMPING: AMS 514 1947
 FD1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1077+STABILITY: SURFACE MOTION
 FD1077
 FD1077  HISTORY     - Date     Condition        Report By
 FD1077  HISTORY     - 1947     MONUMENTED       TVA
 FD1077  HISTORY     - 1949     GOOD             NGS
 FD1077
 FD1077                          STATION DESCRIPTION
 FD1077
 FD1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1077'4 MI N FROM LINDEN.
 FD1077'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURT HOUSE
 FD1077'AT LINDEN, ABOUT 0.95 MILE NORTH OF A 36-FOOT CONCRETE BRIDGE,
 FD1077'AT THE SOUTHWEST END OF A HIGH ROCKY CUT, 26.5 FEET NORTHWEST
 FD1077'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTHEAST OF THE
 FD1077'SOUTHWEST END OF THE ROCK CUT, 113 FEET NORTHEAST OF A POWER
 FD1077'POLE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2
 FD1077'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FD1077'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0711 ***********************************************************************
 GB0711  DESIGNATION -  ANCAM
 GB0711  PID         -  GB0711
 GB0711  STATE/COUNTY-  TN/CAMPBELL
 GB0711  USGS QUAD   -  LAKE CITY (1973)
 GB0711
 GB0711                         *CURRENT SURVEY CONTROL
 GB0711  ___________________________________________________________________
 GB0711* NAD 83(1995)-  36 14 23.04170(N)    084 10 23.60259(W)     ADJUSTED  
 GB0711* NAVD 88     -       274.461  (meters)     900.46   (feet)  ADJUSTED  
 GB0711  ___________________________________________________________________
 GB0711  LAPLACE CORR-          -7.90  (seconds)                    DEFLEC99
 GB0711  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0711  DYNAMIC HT  -         274.215 (meters)     899.65  (feet)  COMP
 GB0711  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 GB0711
 GB0711  HORZ ORDER  -  SECOND
 GB0711  VERT ORDER  -  SECOND    CLASS 0
 GB0711
 GB0711.The horizontal coordinates were established by classical geodetic methods
 GB0711.and adjusted by the National Geodetic Survey in April 1999..
 GB0711
 GB0711.The orthometric height was determined by differential leveling
 GB0711.and adjusted by the National Geodetic Survey in June 1991..
 GB0711
 GB0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0711
 GB0711.The geoid height was determined by GEOID03.
 GB0711
 GB0711.The dynamic height is computed by dividing the NAVD 88
 GB0711.geopotential number by the normal gravity value computed on the
 GB0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0711.degrees latitude (g = 980.6199 gals.).
 GB0711
 GB0711.The modeled gravity was interpolated from observed gravity values.
 GB0711
 GB0711;                    North         East     Units Scale Factor Converg.
 GB0711;SPC TN       -   213,048.033   764,195.100   MT  0.99997340   +1 04 10.1
 GB0711;SPC TN       -   698,975.09  2,507,196.76   sFT  0.99997340   +1 04 10.1
 GB0711;UTM  16      - 4,014,245.222   754,028.661   MT  1.00039517   +1 40 19.2
 GB0711
 GB0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0711!SPC TN       -   0.99996164  x   0.99997340  =   0.99993504
 GB0711!UTM  16      -   0.99996164  x   1.00039517  =   1.00035679
 GB0711
 GB0711|---------------------------------------------------------------------|
 GB0711| PID    Reference Object                     Distance      Geod. Az  |
 GB0711|                                                           dddmmss.s |
 GB0711| GB0712 ANCAM RM 1                            9.561 METERS 00803     |
 GB0711| GB0710 ANCAM RM 2                            9.253 METERS 09208     |
 GB0711| DB8628 ANCAM AZ MK                                        1253204.5 |
 GB0711| GB0718 VASPER                              APPROX. 3.9 KM 3270208.2 |
 GB0711|---------------------------------------------------------------------|
 GB0711
 GB0711                          SUPERSEDED SURVEY CONTROL
 GB0711
 GB0711  NAD 83(1995)-  36 14 23.04463(N)    084 10 23.60676(W) AD(       ) 2
 GB0711  NAD 83(1995)-  36 14 23.04592(N)    084 10 23.60721(W) AD(       ) 2
 GB0711  NAD 83(1986)-  36 14 23.05273(N)    084 10 23.60248(W) AD(       ) 2
 GB0711  NAD 27      -  36 14 22.77790(N)    084 10 23.88540(W) AD(       ) 2
 GB0711  NGVD 29 (??/??/92)  274.574  (m)          900.83   (f) ADJ UNCH    2 0
 GB0711
 GB0711.Superseded values are not recommended for survey control.
 GB0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0711.See file dsdata.txt to determine how the superseded data were derived.
 GB0711
 GB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5402914245(NAD 83)
 GB0711_MARKER: DE = TRAVERSE STATION DISK
 GB0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0711_STAMPING: ANCAM 1961
 GB0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0711+STABILITY: SURFACE MOTION
 GB0711
 GB0711  HISTORY     - Date     Condition        Report By
 GB0711  HISTORY     - 1961     MONUMENTED       CGS
 GB0711  HISTORY     - 1961     GOOD             CGS
 GB0711  HISTORY     - 1964     SEE DESCRIPTION  TNHD
 GB0711  HISTORY     - 1973     GOOD             TVA
 GB0711
 GB0711                          STATION DESCRIPTION
 GB0711
 GB0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0711'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF LAKE CITY ALONG THE
 GB0711'WEST SIDE OF U.  S.
 GB0711'HIGHWAY 25W NEAR THE CAMPBELL AND ANDERSON COUNTY LINE.
 GB0711'
 GB0711'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO NORTH ON
 GB0711'U. S.  HIGHWAY 25W FOR
 GB0711'1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GB0711'ON U.  S.  HIGHWAY 25W FOR 0.2
 GB0711'MILE TO THE STATION.
 GB0711'
 GB0711'THE STATION IS 345 FEET NORTHWEST OF THE CAMPBELL-ANDERSON COUNTY
 GB0711'LINE HISTORICAL
 GB0711'MARKER, ABOUT 100 FEET NORTHWEST OF THE WEST END OF A
 GB0711'CONCRETE CULVERT OF CREEK
 GB0711'UNDER HIGHWAY, 100 FEET WEST OF THE CENTER
 GB0711'OF U.  S.  HIGHWAY 25W AND 3.3 FEET WEST OF
 GB0711'A WITNESS POST.  IT IS A
 GB0711'STANDARD TRAVERSE DISK, PROJECTING 2 INCHES, AND IS STAMPED
 GB0711'ANCAM 1961.
 GB0711'
 GB0711'REFERENCE MARK NO. 1 IS 79 FEET WEST OF THE CENTER OF U. S. HIGHWAY
 GB0711'25W.  IT IS A STANDARD
 GB0711'DISK, PROJECTING 2 INCHES, AND IS STAMPED ANCAM NO 1
 GB0711'1961.
 GB0711'
 GB0711'REFERENCE MARK NO. 2 IS 78 FEET WEST OF THE CENTER OF U. S. HIGHWAY
 GB0711'25W.  IT IS A STANDARD
 GB0711'DISK, PROJECTING 3 INCHES, AND IS STAMPED ANCAM NO 2
 GB0711'1961.
 GB0711'
 GB0711'THE AZIMUTH MARK IS SET IN A DRILLED HOLE IN A CONCRETE CULVERT, 1
 GB0711'FOOT HEIGHT OF LIGHT
 GB0711'ABOVE STATION MARK 1 METERS.
 GB0711
 GB0711                          STATION RECOVERY (1961)
 GB0711
 GB0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0711'1.8 MI N FROM LAKE CITY.
 GB0711'FROM THE POST OFFICE IN LAKE CITY, GO 1.8 MILE NORTH ON U.S. HIGHWAY
 GB0711'25W.  THE STATION MARK IS ABOUT 345 FT. NORTHWEST OF THE
 GB0711'CAMPBELL-ANDERSON COUNTY LINE HISTORICAL MARKER, ABOUT 100 FT.
 GB0711'NORTHWEST OF THE WEST END OF A CONCRETE CULVERT FOR A CREEK UNDER
 GB0711'THE HIGHWAY, 100 FT. WEST OF THE CENTER OF U.S. HIGHWAY 25W AND
 GB0711'3.3 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB0711'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
 GB0711
 GB0711                          STATION RECOVERY (1964)
 GB0711
 GB0711'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB0711'A THOROUGH AND EXTENDED SEARCH WAS MADE FOR THE STATION AND ALL
 GB0711'MARKS.  DUE TO THE
 GB0711'CONSTRUCTION OF INTERSTATE HIGHWAY 75, IN THE AREA OF THE STATION
 GB0711'SITE, IT IS PRESUMED
 GB0711'THAT THE STATION AND ALL MARKS HAVE BEEN
 GB0711'DESTROYED.  TRAVERSE STATION CAMAND WAS
 GB0711'ESTABLISHED BY THE GEODETIC
 GB0711'SURVEY SECTION, TENNESSEE DEPARTMENT OF HIGHWAYS NEAR THE
 GB0711'OLD ANCAM
 GB0711'STATION SITE.  SEE DESCRIPTION THEREOF.
 GB0711
 GB0711                          STATION RECOVERY (1973)
 GB0711
 GB0711'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (GBS)
 GB0711'ANCAM AZ. NOT FOUND.
 GB0711'
 GB0711'BELIEVE DESTROYED BY CONSTRUCTION.
 GB0711'
 GB0711'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.0 MI NORTH OF LAKE
 GB0711'CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0709 ***********************************************************************
 GB0709  DESIGNATION -  ANCAM AZ MK
 GB0709  PID         -  GB0709
 GB0709  STATE/COUNTY-  TN/ANDERSON
 GB0709  USGS QUAD   -  LAKE CITY (1973)
 GB0709
 GB0709                         *CURRENT SURVEY CONTROL
 GB0709  ___________________________________________________________________
 GB0709* NAD 83(1986)-  36 14 16.     (N)    084 10 13.     (W)     SCALED    
 GB0709* NAVD 88     -       274.435  (meters)     900.38   (feet)  ADJUSTED  
 GB0709  ___________________________________________________________________
 GB0709  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0709  DYNAMIC HT  -         274.189 (meters)     899.57  (feet)  COMP
 GB0709  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 GB0709
 GB0709  VERT ORDER  -  SECOND    CLASS 0
 GB0709
 GB0709.The horizontal coordinates were scaled from a topographic map and have
 GB0709.an estimated accuracy of +/- 6 seconds.
 GB0709
 GB0709.The orthometric height was determined by differential leveling
 GB0709.and adjusted by the National Geodetic Survey in June 1991..
 GB0709
 GB0709.The geoid height was determined by GEOID03.
 GB0709
 GB0709.The dynamic height is computed by dividing the NAVD 88
 GB0709.geopotential number by the normal gravity value computed on the
 GB0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0709.degrees latitude (g = 980.6199 gals.).
 GB0709
 GB0709.The modeled gravity was interpolated from observed gravity values.
 GB0709
 GB0709;                    North         East    Units  Estimated Accuracy
 GB0709;SPC TN       -   212,840.      764,460.      MT  (+/- 180 meters Scaled)
 GB0709
 GB0709                          SUPERSEDED SURVEY CONTROL
 GB0709
 GB0709  NGVD 29 (??/??/92)  274.549  (m)          900.75   (f) ADJ UNCH    2 0
 GB0709
 GB0709.Superseded values are not recommended for survey control.
 GB0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0709.See file dsdata.txt to determine how the superseded data were derived.
 GB0709
 GB0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF543140(NAD 83)
 GB0709_MARKER: DZ = AZIMUTH MARK DISK
 GB0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0709_SP_SET: CULVERT
 GB0709_STAMPING: ANCAM 1961
 GB0709_MARK LOGO: TNHD  
 GB0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0709
 GB0709  HISTORY     - Date     Condition        Report By
 GB0709  HISTORY     - 1961     MONUMENTED       TNHD
 GB0709
 GB0709                          STATION DESCRIPTION
 GB0709
 GB0709'DESCRIBED BY TN HIGHWAY DEPT 1961
 GB0709'1.6 MI N FROM LAKE CITY.
 GB0709'FROM THE POST OFFICE IN LAKE CITY, GO 1.6 MILE NORTH ON U.S.
 GB0709'HIGHWAY 25W TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE AZIMUTH
 GB0709'MARK IS 23 FT. EAST OF THE CENTER OF U.S. HIGHWAY 25W AND 1 FT.
 GB0709'SOUTHEAST OF THE NORTHWEST END OF CULVERT HEADWALL.  THE DISK IS
 GB0709'CEMENTED IN TOP OF THE EAST CONCRETE HEADWALL OF THE CULVERT AND IS
 GB0709'ABOUT 2 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0712 ***********************************************************************
 GB0712  DESIGNATION -  ANCAM RM 1
 GB0712  PID         -  GB0712
 GB0712  STATE/COUNTY-  TN/CAMPBELL
 GB0712  USGS QUAD   -  LAKE CITY (1973)
 GB0712
 GB0712                         *CURRENT SURVEY CONTROL
 GB0712  ___________________________________________________________________
 GB0712* NAD 83(1986)-  36 14 22.     (N)    084 10 23.     (W)     SCALED    
 GB0712* NAVD 88     -       274.650  (meters)     901.08   (feet)  ADJUSTED  
 GB0712  ___________________________________________________________________
 GB0712  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0712  DYNAMIC HT  -         274.404 (meters)     900.27  (feet)  COMP
 GB0712  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 GB0712
 GB0712  VERT ORDER  -  SECOND    CLASS 0
 GB0712
 GB0712.The horizontal coordinates were scaled from a topographic map and have
 GB0712.an estimated accuracy of +/- 6 seconds.
 GB0712
 GB0712.The orthometric height was determined by differential leveling
 GB0712.and adjusted by the National Geodetic Survey in June 1991..
 GB0712
 GB0712.The geoid height was determined by GEOID03.
 GB0712
 GB0712.The dynamic height is computed by dividing the NAVD 88
 GB0712.geopotential number by the normal gravity value computed on the
 GB0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0712.degrees latitude (g = 980.6199 gals.).
 GB0712
 GB0712.The modeled gravity was interpolated from observed gravity values.
 GB0712
 GB0712;                    North         East    Units  Estimated Accuracy
 GB0712;SPC TN       -   213,020.      764,210.      MT  (+/- 180 meters Scaled)
 GB0712
 GB0712                          SUPERSEDED SURVEY CONTROL
 GB0712
 GB0712  NGVD 29 (??/??/92)  274.763  (m)          901.45   (f) ADJ UNCH    2 0
 GB0712
 GB0712.Superseded values are not recommended for survey control.
 GB0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0712.See file dsdata.txt to determine how the superseded data were derived.
 GB0712
 GB0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540142(NAD 83)
 GB0712_MARKER: DR = REFERENCE MARK DISK
 GB0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0712_STAMPING: ANCAM NO 1 1961
 GB0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0712+STABILITY: SURFACE MOTION
 GB0712
 GB0712  HISTORY     - Date     Condition        Report By
 GB0712  HISTORY     - 1961     MONUMENTED       CGS
 GB0712
 GB0712                          STATION DESCRIPTION
 GB0712
 GB0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0712'1.8 MI N FROM LAKE CITY.
 GB0712'FROM THE POST OFFICE IN LAKE CITY, GO 1.8 MILE NORTH ON U.S.
 GB0712'HIGHWAY 25W.  THE REFERENCE MARK IS 31.4 FT. NORTH OF THE STATION
 GB0712'MARK AND 79 FT. WEST OF THE CENTER OF U.S. HIGHWAY 25W.  THE DISK
 GB0712'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 GB0712'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0710 ***********************************************************************
 GB0710  DESIGNATION -  ANCAM RM 2
 GB0710  PID         -  GB0710
 GB0710  STATE/COUNTY-  TN/CAMPBELL
 GB0710  USGS QUAD   -  LAKE CITY (1973)
 GB0710
 GB0710                         *CURRENT SURVEY CONTROL
 GB0710  ___________________________________________________________________
 GB0710* NAD 83(1986)-  36 14 22.     (N)    084 10 23.     (W)     SCALED    
 GB0710* NAVD 88     -       274.273  (meters)     899.84   (feet)  ADJUSTED  
 GB0710  ___________________________________________________________________
 GB0710  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0710  DYNAMIC HT  -         274.028 (meters)     899.04  (feet)  COMP
 GB0710  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 GB0710
 GB0710  VERT ORDER  -  SECOND    CLASS 0
 GB0710
 GB0710.The horizontal coordinates were scaled from a topographic map and have
 GB0710.an estimated accuracy of +/- 6 seconds.
 GB0710
 GB0710.The orthometric height was determined by differential leveling
 GB0710.and adjusted by the National Geodetic Survey in June 1991..
 GB0710
 GB0710.The geoid height was determined by GEOID03.
 GB0710
 GB0710.The dynamic height is computed by dividing the NAVD 88
 GB0710.geopotential number by the normal gravity value computed on the
 GB0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0710.degrees latitude (g = 980.6199 gals.).
 GB0710
 GB0710.The modeled gravity was interpolated from observed gravity values.
 GB0710
 GB0710;                    North         East    Units  Estimated Accuracy
 GB0710;SPC TN       -   213,020.      764,210.      MT  (+/- 180 meters Scaled)
 GB0710
 GB0710                          SUPERSEDED SURVEY CONTROL
 GB0710
 GB0710  NGVD 29 (??/??/92)  274.386  (m)          900.21   (f) ADJ UNCH    2 0
 GB0710
 GB0710.Superseded values are not recommended for survey control.
 GB0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0710.See file dsdata.txt to determine how the superseded data were derived.
 GB0710
 GB0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540142(NAD 83)
 GB0710_MARKER: DR = REFERENCE MARK DISK
 GB0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0710_STAMPING: ANCAM NO 2 1961
 GB0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0710+STABILITY: SURFACE MOTION
 GB0710
 GB0710  HISTORY     - Date     Condition        Report By
 GB0710  HISTORY     - 1961     MONUMENTED       CGS
 GB0710
 GB0710                          STATION DESCRIPTION
 GB0710
 GB0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0710'1.8 MI N FROM LAKE CITY.
 GB0710'FROM THE POST OFFICE IN LAKE CITY, GO 1.8 MILES NORTH ON U.S.
 GB0710'HIGHWAY 25W.  THE REFERENCE MARK IS 30.1 FT. EAST OF THE STATION
 GB0710'MARK, AND 78 FT. WEST OF THE CENTER OF U.S. HIGHWAY 25W.  THE DISK
 GB0710'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 GB0710'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1122 ***********************************************************************
 GA1122  DESIGNATION -  AND
 GA1122  PID         -  GA1122
 GA1122  STATE/COUNTY-  TN/HAWKINS
 GA1122  USGS QUAD   -  STONY POINT (1971)
 GA1122
 GA1122                         *CURRENT SURVEY CONTROL
 GA1122  ___________________________________________________________________
 GA1122* NAD 83(1995)-  36 28 56.30853(N)    082 49 41.27433(W)     ADJUSTED  
 GA1122* NAVD 88     -       385.187  (meters)    1263.73   (feet)  ADJUSTED  
 GA1122  ___________________________________________________________________
 GA1122  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 GA1122  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1122  DYNAMIC HT  -         384.840 (meters)    1262.60  (feet)  COMP
 GA1122  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GA1122
 GA1122  HORZ ORDER  -  SECOND
 GA1122  VERT ORDER  -  SECOND    CLASS 0
 GA1122
 GA1122.The horizontal coordinates were established by classical geodetic methods
 GA1122.and adjusted by the National Geodetic Survey in April 1999..
 GA1122
 GA1122.The orthometric height was determined by differential leveling
 GA1122.and adjusted by the National Geodetic Survey in June 1991..
 GA1122
 GA1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1122
 GA1122.The geoid height was determined by GEOID03.
 GA1122
 GA1122.The dynamic height is computed by dividing the NAVD 88
 GA1122.geopotential number by the normal gravity value computed on the
 GA1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1122.degrees latitude (g = 980.6199 gals.).
 GA1122
 GA1122.The modeled gravity was interpolated from observed gravity values.
 GA1122
 GA1122;                    North         East     Units Scale Factor Converg.
 GA1122;SPC TN       -   243,038.402   884,189.540   MT  1.00001230   +1 51 25.0
 GA1122;SPC TN       -   797,368.49  2,900,878.52   sFT  1.00001230   +1 51 25.0
 GA1122;UTM  17      - 4,038,999.306   336,235.724   MT  0.99993043   -1 05 13.9
 GA1122
 GA1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1122!SPC TN       -   0.99994447  x   1.00001230  =   0.99995677
 GA1122!UTM  17      -   0.99994447  x   0.99993043  =   0.99987490
 GA1122
 GA1122|---------------------------------------------------------------------|
 GA1122| PID    Reference Object                     Distance      Geod. Az  |
 GA1122|                                                           dddmmss.s |
 GA1122| GA1123 AND RM 1                             25.233 METERS 04453     |
 GA1122| DB8629 AND AZ MK                                          0640903.4 |
 GA1122| GA3405 STONY POINT AMER ST GOBAIN TK       APPROX. 4.4 KM 0670504.3 |
 GA1122| GA1121 AND RM 2                             24.201 METERS 17828     |
 GA1122|---------------------------------------------------------------------|
 GA1122
 GA1122                          SUPERSEDED SURVEY CONTROL
 GA1122
 GA1122  NAD 83(1995)-  36 28 56.31118(N)    082 49 41.27665(W) AD(       ) 2
 GA1122  NAD 83(1995)-  36 28 56.32003(N)    082 49 41.28991(W) AD(       ) 2
 GA1122  NAD 83(1995)-  36 28 56.31508(N)    082 49 41.27838(W) AD(       ) 2
 GA1122  NAD 83(1986)-  36 28 56.31745(N)    082 49 41.27890(W) AD(       ) 2
 GA1122  NAD 27      -  36 28 55.96799(N)    082 49 41.69442(W) AD(       ) 2
 GA1122  NGVD 29 (??/??/92)  385.366  (m)         1264.32   (f) ADJ UNCH    2 0
 GA1122
 GA1122.Superseded values are not recommended for survey control.
 GA1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1122.See file dsdata.txt to determine how the superseded data were derived.
 GA1122
 GA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3623638999(NAD 83)
 GA1122_MARKER: DD = SURVEY DISK
 GA1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1122_STAMPING: AND 1963
 GA1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1122+STABILITY: SURFACE MOTION
 GA1122
 GA1122  HISTORY     - Date     Condition        Report By
 GA1122  HISTORY     - 1963     MONUMENTED       TNHD
 GA1122  HISTORY     - 1964     GOOD             TNHD
 GA1122
 GA1122                          STATION DESCRIPTION
 GA1122
 GA1122'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1122'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF SURGOINSVILLE.
 GA1122'
 GA1122'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE, GO 1.6
 GA1122'MILES NORTHEAST ON
 GA1122'U.S.  HIGHWAY 11W TO A GRAVELED DRIVE ON THE RIGHT, TURN
 GA1122'RIGHT AND GO 0.15 MILE SOUTH TO
 GA1122'A WOODEN GATE, CONTINUE STRAIGHT
 GA1122'AHEAD, PASSING THROUGH THE GATE, FOR 0.05 MILE
 GA1122'SOUTH TO THE STATION
 GA1122'ON THE LEFT.
 GA1122'
 GA1122'THE STATION IS 183 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GA1122'GRAVELED ROAD, ABOUT 180
 GA1122'FEET SOUTH OF THE EDGE OF WOODS AND 2.3 FEET NORTHWEST OF A
 GA1122'WITNESS POST.  THE SURFACE
 GA1122'AND UNDERGROUND MARKS ARE STANDARD
 GA1122'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 GA1122'DISKS ARE STAMPED AND
 GA1122'1963.  THE UNDERGROUND MARK IS ABOUT 30-INCH BELOW THE
 GA1122'SURFACE.  THE
 GA1122'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA1122'
 GA1122'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF A 20-INCH TREE STUMP.  IT IS
 GA1122'A STANDARD TENNESSEE
 GA1122'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1122'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA1122'IS STAMPED AND RM-1 1963.
 GA1122'
 GA1122'REFERENCE MARK NO. 2 IS ABOUT 144 FEET EAST OF THE APPROXIMATE CENTER
 GA1122'OF A GRAVELED ROAD.  IT
 GA1122'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA1122'SET IN A 10- INCH SQUARE, FLUSH,
 GA1122'CONCRETE MONUMENT AND THE DISK IS
 GA1122'STAMPED AND RM-2 1963.
 GA1122'
 GA1122'THE AZIMUTH MARK IS 68 FEET NORTHEAST OF A 12-INCH CEDAR TREE, 53
 GA1122'FEET NORTH OF THE
 GA1122'APPROXIMATE CENTER OF A TRACK ROAD, 15 FEET NORTH OF A 15-INCH
 GA1122'CEDAR TREE, AND 13.3 FEET
 GA1122'NORTH OF A WITNESS POST.  IT IS A STANDARD
 GA1122'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1122'10-INCH SQUARE, FLUSH,
 GA1122'CONCRETE MONUMENT AND THE DISK IS STAMPED AND AZI 1963.
 GA1122'
 GA1122'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 GA1122'ON THE GRAVELED DRIVE
 GA1122'FOR 0.1 MILE SOUTH TO A TRACK ROAD ON THE LEFT, TURN
 GA1122'LEFT AND GO 0.3 MILE EAST ON THE
 GA1122'TRACK ROAD TO THE MARK ON THE LEFT
 GA1122'AS DESCRIBED.
 GA1122'
 GA1122'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA1122'
 GA1122'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA1122
 GA1122                          STATION RECOVERY (1964)
 GA1122
 GA1122'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1122'2 MI NE FROM SURGOINSVILLE.
 GA1122'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE,
 GA1122'GO 1.6 MILES NORTHEAST ON U.S. HIGHWAY 11W TO A GRAVELED DRIVE
 GA1122'ON THE RIGHT, TURN RIGHT AND GO 0.15 MILE SOUTH TO A WOODEN
 GA1122'GATE, CONTINUE STRAIGHT AHEAD, PASSING THROUGH THE GATE, FOR
 GA1122'0.05 MILE SOUTH TO THE STATION ON THE LEFT.  THE STATION IN
 GA1122'183 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 GA1122'ABOUT 180 FEET SOUTH OF THE EDGE OF WOODS AND 2.3 FEET NORTHWEST
 GA1122'OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1122'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA1122'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1123 ***********************************************************************
 GA1123  DESIGNATION -  AND RM 1
 GA1123  PID         -  GA1123
 GA1123  STATE/COUNTY-  TN/HAWKINS
 GA1123  USGS QUAD   -  STONY POINT (1971)
 GA1123
 GA1123                         *CURRENT SURVEY CONTROL
 GA1123  ___________________________________________________________________
 GA1123* NAD 83(1986)-  36 28 56.     (N)    082 49 41.     (W)     SCALED    
 GA1123* NAVD 88     -       385.908  (meters)    1266.10   (feet)  ADJUSTED  
 GA1123  ___________________________________________________________________
 GA1123  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1123  DYNAMIC HT  -         385.560 (meters)    1264.96  (feet)  COMP
 GA1123  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GA1123
 GA1123  VERT ORDER  -  SECOND    CLASS 0
 GA1123
 GA1123.The horizontal coordinates were scaled from a topographic map and have
 GA1123.an estimated accuracy of +/- 6 seconds.
 GA1123
 GA1123.The orthometric height was determined by differential leveling
 GA1123.and adjusted by the National Geodetic Survey in June 1991..
 GA1123
 GA1123.The geoid height was determined by GEOID03.
 GA1123
 GA1123.The dynamic height is computed by dividing the NAVD 88
 GA1123.geopotential number by the normal gravity value computed on the
 GA1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1123.degrees latitude (g = 980.6199 gals.).
 GA1123
 GA1123.The modeled gravity was interpolated from observed gravity values.
 GA1123
 GA1123;                    North         East    Units  Estimated Accuracy
 GA1123;SPC TN       -   243,030.      884,200.      MT  (+/- 180 meters Scaled)
 GA1123
 GA1123                          SUPERSEDED SURVEY CONTROL
 GA1123
 GA1123  NGVD 29 (??/??/92)  386.148  (m)         1266.89   (f) ADJ UNCH    2 0
 GA1123
 GA1123.Superseded values are not recommended for survey control.
 GA1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1123.See file dsdata.txt to determine how the superseded data were derived.
 GA1123
 GA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA362389(NAD 83)
 GA1123_MARKER: DD = SURVEY DISK
 GA1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1123_STAMPING: AND RM-1 1963
 GA1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1123+STABILITY: SURFACE MOTION
 GA1123
 GA1123  HISTORY     - Date     Condition        Report By
 GA1123  HISTORY     - 1963     MONUMENTED       TNHD
 GA1123  HISTORY     - 1964     GOOD             TNHD
 GA1123
 GA1123                          STATION DESCRIPTION
 GA1123
 GA1123'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1123'2 MI NE FROM SURGOINSVILLE.
 GA1123'THE MARK IS LOCATED AT THE AND 1963 STATION SITE, 39 FEET SOUTH
 GA1123'OF A 20-INCH TREE STUMP.  THE MARK IS A STANDARD TENNESSEE
 GA1123'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA1123'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1121 ***********************************************************************
 GA1121  DESIGNATION -  AND RM 2
 GA1121  PID         -  GA1121
 GA1121  STATE/COUNTY-  TN/HAWKINS
 GA1121  USGS QUAD   -  STONY POINT (1971)
 GA1121
 GA1121                         *CURRENT SURVEY CONTROL
 GA1121  ___________________________________________________________________
 GA1121* NAD 83(1986)-  36 28 56.     (N)    082 49 41.     (W)     SCALED    
 GA1121* NAVD 88     -       383.550  (meters)    1258.36   (feet)  ADJUSTED  
 GA1121  ___________________________________________________________________
 GA1121  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1121  DYNAMIC HT  -         383.204 (meters)    1257.23  (feet)  COMP
 GA1121  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GA1121
 GA1121  VERT ORDER  -  SECOND    CLASS 0
 GA1121
 GA1121.The horizontal coordinates were scaled from a topographic map and have
 GA1121.an estimated accuracy of +/- 6 seconds.
 GA1121
 GA1121.The orthometric height was determined by differential leveling
 GA1121.and adjusted by the National Geodetic Survey in June 1991..
 GA1121
 GA1121.The geoid height was determined by GEOID03.
 GA1121
 GA1121.The dynamic height is computed by dividing the NAVD 88
 GA1121.geopotential number by the normal gravity value computed on the
 GA1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1121.degrees latitude (g = 980.6199 gals.).
 GA1121
 GA1121.The modeled gravity was interpolated from observed gravity values.
 GA1121
 GA1121;                    North         East    Units  Estimated Accuracy
 GA1121;SPC TN       -   243,030.      884,200.      MT  (+/- 180 meters Scaled)
 GA1121
 GA1121                          SUPERSEDED SURVEY CONTROL
 GA1121
 GA1121  NGVD 29 (??/??/92)  383.729  (m)         1258.95   (f) ADJ UNCH    2 0
 GA1121
 GA1121.Superseded values are not recommended for survey control.
 GA1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1121.See file dsdata.txt to determine how the superseded data were derived.
 GA1121
 GA1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA362389(NAD 83)
 GA1121_MARKER: DD = SURVEY DISK
 GA1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1121_STAMPING: AND RM-2 1963
 GA1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1121+STABILITY: SURFACE MOTION
 GA1121
 GA1121  HISTORY     - Date     Condition        Report By
 GA1121  HISTORY     - 1963     MONUMENTED       TNHD
 GA1121  HISTORY     - 1964     GOOD             TNHD
 GA1121
 GA1121                          STATION DESCRIPTION
 GA1121
 GA1121'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1121'2 MI NE FROM SURGOINSVILLE.
 GA1121'THE MARK IS LOCATED AT THE AND 1963 STATION SITE.  THE MARK IS
 GA1121'ABOUT 144 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GA1121'ROAD AND 79 FEET SOUTH OF THE STATION MARK.  THE MARK IS A
 GA1121'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA1121'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7719 ***********************************************************************
 DG7719  CBN         -  This is a Cooperative Base Network Control Station.
 DG7719  DESIGNATION -  ANDA
 DG7719  PID         -  DG7719
 DG7719  STATE/COUNTY-  TN/WASHINGTON
 DG7719  USGS QUAD   -  JOHNSON CITY (1968)
 DG7719
 DG7719                         *CURRENT SURVEY CONTROL
 DG7719  ___________________________________________________________________
 DG7719* NAD 83(1995)-  36 19 00.27962(N)    082 21 02.74756(W)     ADJUSTED  
 DG7719* NAVD 88     -       505.5    (meters)    1658.     (feet)  GPS OBS   
 DG7719  ___________________________________________________________________
 DG7719  X           -     684,927.041 (meters)                     COMP
 DG7719  Y           -  -5,099,855.274 (meters)                     COMP
 DG7719  Z           -   3,756,849.394 (meters)                     COMP
 DG7719  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DG7719  ELLIP HEIGHT-         474.12  (meters)          (08/03/04) GPS OBS
 DG7719  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DG7719
 DG7719  HORZ ORDER  -  A
 DG7719  ELLP ORDER  -  FOURTH    CLASS I
 DG7719
 DG7719.The horizontal coordinates were established by GPS observations
 DG7719.and adjusted by the National Geodetic Survey in August 2004..
 DG7719
 DG7719.The orthometric height was determined by GPS observations and a
 DG7719.high-resolution geoid model.
 DG7719
 DG7719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7719
 DG7719.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7719
 DG7719.The ellipsoidal height was determined by GPS observations
 DG7719.and is referenced to NAD 83.
 DG7719
 DG7719.The geoid height was determined by GEOID03.
 DG7719
 DG7719;                    North         East     Units Scale Factor Converg.
 DG7719;SPC TN       -   226,169.676   927,626.635   MT  0.99998380   +2 08 11.1
 DG7719;SPC TN       -   742,025.01  3,043,388.38   sFT  0.99998380   +2 08 11.1
 DG7719;UTM  17      - 4,019,927.564   378,744.227   MT  0.99978115   -0 48 00.3
 DG7719
 DG7719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7719!SPC TN       -   0.99992560  x   0.99998380  =   0.99990940
 DG7719!UTM  17      -   0.99992560  x   0.99978115  =   0.99970676
 DG7719
 DG7719                          SUPERSEDED SURVEY CONTROL
 DG7719
 DG7719.No superseded survey control is available for this station.
 DG7719
 DG7719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7874419928(NAD 83)
 DG7719_MARKER: Z = SEE DESCRIPTION
 DG7719_SETTING: 0 = UNSPECIFIED SETTING
 DG7719_SP_SET: STEEL TUBING
 DG7719_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG7719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7719+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7719
 DG7719  HISTORY     - Date     Condition        Report By
 DG7719  HISTORY     - 2003     MONUMENTED       ANDERS
 DG7719
 DG7719                          STATION DESCRIPTION
 DG7719
 DG7719'DESCRIBED BY ANDERSON AND ASSOCIATES INCORPORATED 2003 (BES)
 DG7719'LOCATED ON THE ROOF OF A BUILDING OCCUPIED BY ANDERSON AND SSOCIATES
 DG7719'240 E MAIN STREET, JOHNSON CITY, TN 37681.
 DG7719' 
 DG7719'ENTER LOBBY OF BUILDING AT REAR OF 240 E MAIN STREET, LOCATED AT N
 DG7719'ROAN STREET AND MAIN STREET, GO TO SECOND FLOOR AND SEE RECEPTIONIST
 DG7719'FOR ACCESS TO THE ROOF.
 DG7719' 
 DG7719'THE STATION IS A MARK IN THE CENTER OF A 4 INCH BY 4 INCH STEEL TUBING
 DG7719'BOLTED TO THE SOUTHERLY AND WESTERLY WALLS OF THE BUILDING. ,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0537 ***********************************************************************
 FC0537  DESIGNATION -  ANDERSON
 FC0537  PID         -  FC0537
 FC0537  STATE/COUNTY-  TN/MCMINN
 FC0537  USGS QUAD   -  RICEVILLE (1990)
 FC0537
 FC0537                         *CURRENT SURVEY CONTROL
 FC0537  ___________________________________________________________________
 FC0537* NAD 83(1995)-  35 27 42.06817(N)    084 39 22.17994(W)     ADJUSTED  
 FC0537* NAVD 88     -       270.437  (meters)     887.26   (feet)  ADJUSTED  
 FC0537  ___________________________________________________________________
 FC0537  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FC0537  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0537  DYNAMIC HT  -         270.173 (meters)     886.39  (feet)  COMP
 FC0537  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0537
 FC0537  HORZ ORDER  -  SECOND
 FC0537  VERT ORDER  -  SECOND    CLASS 0
 FC0537
 FC0537.The horizontal coordinates were established by classical geodetic methods
 FC0537.and adjusted by the National Geodetic Survey in April 1999..
 FC0537
 FC0537.The orthometric height was determined by differential leveling
 FC0537.and adjusted by the National Geodetic Survey in June 1991..
 FC0537
 FC0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0537
 FC0537.The geoid height was determined by GEOID03.
 FC0537
 FC0537.The dynamic height is computed by dividing the NAVD 88
 FC0537.geopotential number by the normal gravity value computed on the
 FC0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0537.degrees latitude (g = 980.6199 gals.).
 FC0537
 FC0537.The modeled gravity was interpolated from observed gravity values.
 FC0537
 FC0537;                    North         East     Units Scale Factor Converg.
 FC0537;SPC TN       -   126,027.511   721,975.991   MT  0.99996939   +0 47 12.3
 FC0537;SPC TN       -   413,475.26  2,368,682.90   sFT  0.99996939   +0 47 12.3
 FC0537;UTM  16      - 3,926,768.910   712,690.464   MT  1.00015751   +1 21 37.1
 FC0537
 FC0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0537!SPC TN       -   0.99996232  x   0.99996939  =   0.99993171
 FC0537!UTM  16      -   0.99996232  x   1.00015751  =   1.00011982
 FC0537
 FC0537|---------------------------------------------------------------------|
 FC0537| PID    Reference Object                     Distance      Geod. Az  |
 FC0537|                                                           dddmmss.s |
 FC0537| FC0536 ANDERSON RM 1                        21.859 METERS 00757     |
 FC0537| FC1783 ATHENS PLANTATION PL MICROWAVE      APPROX. 3.4 KM 0974620.7 |
 FC0537| FC1785 ATHENS TABLE CO WATER TANK          APPROX. 5.3 KM 1003450.9 |
 FC0537| FC1784 ATHENS RADIO STATION WLAR MAST      APPROX. 4.3 KM 1110106.2 |
 FC0537| FC0538 ANDERSON RM 2                        19.804 METERS 26312     |
 FC0537| FC0539 ANDERSON AZ MK                                     2662606.9 |
 FC0537|---------------------------------------------------------------------|
 FC0537
 FC0537                          SUPERSEDED SURVEY CONTROL
 FC0537
 FC0537  NAD 83(1995)-  35 27 42.07220(N)    084 39 22.18020(W) AD(       ) 2
 FC0537  NAD 83(1995)-  35 27 42.07155(N)    084 39 22.18033(W) AD(       ) 2
 FC0537  NAD 83(1995)-  35 27 42.07211(N)    084 39 22.18033(W) AD(       ) 2
 FC0537  NAD 83(1986)-  35 27 42.07640(N)    084 39 22.17817(W) AD(       ) 2
 FC0537  NAD 27      -  35 27 41.81300(N)    084 39 22.41010(W) AD(       ) 2
 FC0537  NGVD 29 (??/??/92)  270.505  (m)          887.48   (f) ADJ UNCH    2 0
 FC0537
 FC0537.Superseded values are not recommended for survey control.
 FC0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0537.See file dsdata.txt to determine how the superseded data were derived.
 FC0537
 FC0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1269026769(NAD 83)
 FC0537_MARKER: DE = TRAVERSE STATION DISK
 FC0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0537_STAMPING: ANDERSON 1961
 FC0537_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0537+STABILITY: SURFACE MOTION
 FC0537
 FC0537  HISTORY     - Date     Condition        Report By
 FC0537  HISTORY     - 1961     MONUMENTED       CGS
 FC0537  HISTORY     - 1961     GOOD             CGS
 FC0537  HISTORY     - 1964     GOOD             TVA
 FC0537  HISTORY     - 1964     GOOD             NGS
 FC0537  HISTORY     - 1969     GOOD             CGS
 FC0537  HISTORY     - 1969     GOOD             USGS
 FC0537  HISTORY     - 1981     GOOD             NGS
 FC0537
 FC0537                          STATION DESCRIPTION
 FC0537
 FC0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0537'THE STATION IS LOCATED ABOUT 2 MILES WEST OF ATHENS ON THE PROPERTY
 FC0537'OF MR. JOHN ANDERSON.
 FC0537'
 FC0537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0537'ROUTE 30 IN THE WESTERN EDGE OF THE VILLAGE OF ATHENS, GO WEST
 FC0537'ON STATE ROUTE 30 FOR 1.4 MILES TO A SIDE ROAD LEFT, TURN LEFT ON
 FC0537'GRAVELED ROAD AND GO 0.7 MILE TO A GRAVELED CROSSROAD.* HERE TURN
 FC0537'LEFT AND GO 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED BELOW.
 FC0537'
 FC0537'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF A CULTIVATED
 FC0537'FIELD, 23 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC0537'ROAD, 14 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER POST OF THE
 FC0537'CULTIVATED FIELD AND 10.3 FEET WEST OF A METAL WITNESS POST THAT
 FC0537'IS IN A NORTH SOUTH FENCE LINE. THE MARK IS A TRAVERSE DISK SET IN A
 FC0537'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. THE DISK IS
 FC0537'STAMPED ANDERSON 1961.
 FC0537'
 FC0537'REFERENCE MARK NO. 1 IS 14 FEET WEST OF THE APPROXIMATE CENTER OF A
 FC0537'GRAVELED ROAD AND 1 FOOT WEST OF A FENCE. THE DISK IS SET IN A
 FC0537'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. THE DISK IS STAMPED
 FC0537'ANDERSON NO 1 1961.
 FC0537'
 FC0537'REFERENCE MARK NO. 2 IS 75 FEET WEST OF THE SOUTHEAST FENCE CORNER
 FC0537'POST OF THE CULTIVATED FIELD AND 1 FOOT NORTH OF A FENCE. THE
 FC0537'DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. THE
 FC0537'DISK IS STAMPED ANDERSON NO 2 1961.
 FC0537'
 FC0537'THE AZIMUTH MARK IS 48 FEET WEST OF THE APPROXIMATE CENTER OF TWO
 FC0537'ROADS FORMING A Y INTERSECTION, 33 FEET NORTH OF THE APPROXIMATE
 FC0537'CENTER OF A GRAVELED ROAD LEADING LEFT, 28 FEET SOUTH OF THE
 FC0537'APPROXIMATE CENTER OF A GRAVELED ROAD LEADING RIGHT AND 2.4 FEET
 FC0537'EAST OF A METAL WITNESS POST. THE DISK IS SET IN A SQUARE CONCRETE
 FC0537'MONUMENT WHICH PROJECTS 1 INCH.  THE DISK IS STAMPED ANDERSON 1961.
 FC0537'
 FC0537'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS MENTIONED ABOVE, GO
 FC0537'WEST ON GRAVELED ROAD FOR 0.6 MILE TO Y-INTERSECTION AND MARK AS
 FC0537'DESCRIBED.
 FC0537'
 FC0537'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FC0537
 FC0537                          STATION RECOVERY (1961)
 FC0537
 FC0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0537'2 MI W FROM ATHENS.
 FC0537'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 30 IN THE
 FC0537'WESTERN EDGE OF ATHENS, GO WEST ON STATE HIGHWAY 30 FOR 1.4 MILES
 FC0537'TO A SIDE ROAD LEFT, TURN LEFT ON GRAVELED ROAD AND GO 0.7 MILE TO
 FC0537'A GRAVELED CROSSROAD, HERE TURN LEFT AND GO 0.1 MILE TO THE
 FC0537'STATION ON THE RIGHT.  THE STATION IS LOCATED NEAR THE SOUTHEAST
 FC0537'CORNER OF A CULTIVATED FIELD, 23 FEET WEST OF THE APPROXIMATE
 FC0537'CENTER OF A GRAVELED ROAD, 14 FEET NORTHWEST OF THE SOUTHEAST
 FC0537'FENCE CORNER POST OF THE CULTIVATED FIELD, 10.3 FEET WEST OF A
 FC0537'WITNESS SIGN.  THE MARK IS A TRAVERSE DISK SET IN THE TOP OF A
 FC0537'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FC0537
 FC0537                          STATION RECOVERY (1964)
 FC0537
 FC0537'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 FC0537'STATION, R.M. 1 AND R.M. 2, AZIMUTH MARK FOUND IN GOOD CONDITION.
 FC0537
 FC0537                          STATION RECOVERY (1964)
 FC0537
 FC0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0537'RECOVERED IN GOOD CONDITION.
 FC0537
 FC0537                          STATION RECOVERY (1969)
 FC0537
 FC0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC0537'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FC0537'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC0537'STATION CHECKED TO DECIDE POSSIBILITY THAT IT MIGHT BE DISTURBED BY
 FC0537'CONSTRUCTION ALONG INTERSTATE ROUTE 75-MARKS ALL COMPLETELY
 FC0537'SAFE. THE STATION WAS OCCUPIED AND THE FOLLOWING DISCREPANCIES NOTED.
 FC0537'A DISCREPANCY OF PLUS 00 DEG 01 MIN 32.4 SEC WAS NOTED IN THE
 FC0537'HORIZONTAL ANGLE BETWEEN THE AZ MK AND REFERENCE MK NO. 1 AND OF PLUS
 FC0537'00 DEG 02 MIN 33.4 SEC BETWEEN THE AZIMUTH MARK AND REFERENCE
 FC0537'MARK NO. 2, HOWEVER, THE ANGLE BETWEEN THE REFERENCE MARKS
 FC0537'THEMSELVES CHECKED WITHIN THE ALLOWABLE AS COMPARED WITH THE 1961
 FC0537'OBSERVATIONS. IN CHECKING THE HORIZONTAL MEASURED DISTANCES TO
 FC0537'THE REFERENCE MARKS, THE FOLLOWING DISCREPANCIES WERE NOTED. STATION
 FC0537'TO REFERENCE MARK NO. 1 MINUS 0.01 OF A FOOT AND STATION TO
 FC0537'REFERENCE MARK NO. 2 MINUS 0.03 OF A FOOT.
 FC0537'
 FC0537'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0537'
 FC0537'THE STATION IS NOW LOCATED IN A HOG LOT ON THE PROPERTY OF MR.
 FC0537'HERBERT MARTIN, ABOUT 2 MILES WEST OF ATHENS.
 FC0537'
 FC0537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0537'ROUTE 30 AT THE WEST EDGE OF ATHENS, GO NORTHWESTERLY ON
 FC0537'STATE ROUTE 30 FOR 1.4 MILES TO AN OILED CROSSROAD. HERE TURN LEFT
 FC0537'AND GO WESTERLY ON THE OILED ROAD FOR 0.7 OF A MILE TO A
 FC0537'CROSSROAD, TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1 OF A
 FC0537'MILE TO THE STATION ON THE RIGHT IN PASTURE.
 FC0537'
 FC0537'THE STATION IS 25 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0537'ROAD, 20 FEET NORTHWEST OF A 10-INCH CEDAR TREE, 20 FEET
 FC0537'EAST-NORTHEAST OF AN 8-INCH CEDAR TREE, 14 FEET NORTHWEST OF A T
 FC0537'FENCE CORNER POST, 10.5 FEET NORTH OF A WOVEN WIRE FENCE, AND 9.9
 FC0537'FEET WEST OF A METAL WITNESS POST AND SIGN SET IN A NORTH-SOUTH
 FC0537'FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FC0537'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ANDERSON 1961.
 FC0537'
 FC0537'REFERENCE MARK NO. 1 IS 82 FEET NORTH OF THE T FENCE CORNER POST, 21
 FC0537'FEET NORTH OF A 10-INCH PIN OAK TREE, 20 FEET NORTH-NORTHEAST
 FC0537'OF A 10-INCH CEDAR TREE, 13 FEET WEST OF THE APPROXIMATE CENTER OF
 FC0537'THE GRAVELED ROAD, AND 1.5 FEET WEST OF A WOVEN WIRE FENCE AND METAL
 FC0537'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0537'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FC0537'ANDERSON NO 1 1961.
 FC0537'
 FC0537'REFERENCE MARK NO. 2 IS 89 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0537'GRAVELED ROAD, 73 FEET WEST OF THE T FENCE CORNER, 33 FEET
 FC0537'WEST OF A 12-INCH YELLOW PINE TREE, 1.9 FEET EAST OF A 12-INCH YELLOW
 FC0537'PINE TREE, 1.4 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND
 FC0537'0.5 OF A FOOT NORTH OF THE EAST-WEST WOVEN WIRE FENCE. IT IS A
 FC0537'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FC0537'CONCRETE MONUMENT AND THE DISK IS STAMPED ANDERSON NO 2 1961.
 FC0537'
 FC0537'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FC0537'REFERENCE MARK NO. 2 IS 108.38 FEET-(33.034) METERS.
 FC0537'
 FC0537'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE WEST OF THE STATION, 48 FEET
 FC0537'WEST-SOUTHWEST OF THE APPROXIMATE INTERSECTION OF THE OILED ROAD
 FC0537'AND GRAVELED T ROAD LEFT, 33 FEET WEST OF THE APPROXIMATE CENTER OF
 FC0537'THE GRAVELED ROAD, 28 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FC0537'OILED ROAD, AND 2.4 FEET EAST OF A METAL WITNESS POST AND SIGN. IT
 FC0537'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FC0537'CONCRETE MONUMENT AND THE DISK IS STAMPED ANDERSON 1961.
 FC0537'
 FC0537'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD 0.1 OF A MILE NORTH OF
 FC0537'THE STATION, GO WESTERLY ON THE OILED ROAD FOR 0.6 OF A MILE TO
 FC0537'A Y INTERSECTION WITH A GRAVELED ROAD AND THE MARK IN THE Y.
 FC0537'
 FC0537'NOTE- ALL MARKS FOR THIS STATION ARE BENCH MARKS.
 FC0537'
 FC0537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES WEST
 FC0537'OF ATHENS.
 FC0537
 FC0537                          STATION RECOVERY (1969)
 FC0537
 FC0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FC0537'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE ROUTE 30 AT THE WEST
 FC0537'EDGE OF ATHENS, GO NORTHWESTERLY ON STATE ROUTE 30 FOR 1.4 MILES TO
 FC0537'AN OILED CROSSROAD. HERE TURN LEFT AND GO WESTERLY ON THE OILED ROAD
 FC0537'FOR 0.7 OF A MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A
 FC0537'GRAVELED ROAD FOR 0.1 OF A MILE TO THE ANDERSON 1961 TRAVERSE STATION
 FC0537'SITE ON THE RIGHT. THE MARK IS 71.72 FEET SOUTH OF ANDERSON R.M. 1,
 FC0537'64.97 FEET EAST OF ANDERSON R.M. 2, 25 FEET WEST OF THE APPROXIMATE
 FC0537'CENTER OF THE GRAVELED ROAD, 20 FEET NORTHWEST OF A 10-INCH CEDAR
 FC0537'TREE, 20 FEET EAST-NORTHEAST OF AN 8-INCH CEDAR TREE, 14 FEET
 FC0537'NORTHWEST OF A "T" FENCE CORNER POST, 10.5 FEET NORTH OF A WOVEN WIRE
 FC0537'FENCE, AND 9.9 FEET WEST OF A METAL WITNESS POST AND SIGN SET IN A
 FC0537'NORTH-SOUTH FENCE. IT IS A STANDARD TRAVERSE STATION DISK SET IN THE
 FC0537'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0537'STAMPED ANDERSON 1961.
 FC0537
 FC0537                          STATION RECOVERY (1981)
 FC0537
 FC0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FC0537'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD BUT
 FC0537'THE TO REACH IS FALSE.  A NEW TO REACH FOLLOWS.
 FC0537'
 FC0537'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 FC0537'STATE HIGHWAY 30 ABOUT 2 MILES WEST OF ATHENS, GO WEST ON HIGHWAY 30
 FC0537'FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT ON PAVED ROAD AND GO FOR 0.45
 FC0537'MILE TO A ROAD LEFT.  TURN LEFT CROSSING OLD PAVED ROAD AND GO FOR
 FC0537'0.1 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2234 ***********************************************************************
 FE2234  DESIGNATION -  ANDERSON
 FE2234  PID         -  FE2234
 FE2234  STATE/COUNTY-  TN/CARROLL
 FE2234  USGS QUAD   -  PALMER SHELTER (1973)
 FE2234
 FE2234                         *CURRENT SURVEY CONTROL
 FE2234  ___________________________________________________________________
 FE2234* NAD 83(1995)-  35 55 23.16181(N)    088 28 46.99832(W)     ADJUSTED  
 FE2234* NAVD 88     -       182.25   (+/-2cm)     597.9    (feet)  VERTCON   
 FE2234  ___________________________________________________________________
 FE2234  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FE2234  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FE2234
 FE2234  HORZ ORDER  -  SECOND
 FE2234  VERT ORDER  -  THIRD ? (See Below)
 FE2234
 FE2234.The horizontal coordinates were established by classical geodetic methods
 FE2234.and adjusted by the National Geodetic Survey in April 1999..
 FE2234
 FE2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2234.The vertical order pertains to the NGVD 29 superseded value.
 FE2234
 FE2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2234
 FE2234.The geoid height was determined by GEOID03.
 FE2234
 FE2234;                    North         East     Units Scale Factor Converg.
 FE2234;SPC TN       -   179,218.160   376,237.503   MT  0.99994960   -1 27 06.2
 FE2234;SPC TN       -   587,984.91  1,234,372.54   sFT  0.99994960   -1 27 06.2
 FE2234;UTM  16      - 3,976,430.747   366,502.175   MT  0.99981960   -0 52 05.8
 FE2234
 FE2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2234!SPC TN       -   0.99997584  x   0.99994960  =   0.99992544
 FE2234!UTM  16      -   0.99997584  x   0.99981960  =   0.99979544
 FE2234
 FE2234|---------------------------------------------------------------------|
 FE2234| PID    Reference Object                     Distance      Geod. Az  |
 FE2234|                                                           dddmmss.s |
 FE2234| CG3131 ANDERSON RM 1                        71.420 METERS 06237     |
 FE2234| CG3129 ANDERSON AZ MK                                     2194258.1 |
 FE2234| CG3130 ANDERSON AZ MK RESET                               2231436.1 |
 FE2234| CG3132 ANDERSON RM 2                        53.876 METERS 30943     |
 FE2234| CG3133 ANDERSON RM 3                        52.974 METERS 31602     |
 FE2234|---------------------------------------------------------------------|
 FE2234
 FE2234                          SUPERSEDED SURVEY CONTROL
 FE2234
 FE2234  NAD 83(1995)-  35 55 23.16432(N)    088 28 47.00439(W) AD(       ) 2
 FE2234  NAD 83(1986)-  35 55 23.17256(N)    088 28 46.99836(W) AD(       ) 2
 FE2234  NAD 27      -  35 55 22.94700(N)    088 28 46.81500(W) AD(       ) 2
 FE2234  NGVD 29 (07/19/86)  182.28   (m)          598.0    (f) LEVELING    3  
 FE2234
 FE2234.Superseded values are not recommended for survey control.
 FE2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2234.See file dsdata.txt to determine how the superseded data were derived.
 FE2234
 FE2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6650276431(NAD 83)
 FE2234_MARKER: DS = TRIANGULATION STATION DISK
 FE2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2234
 FE2234  HISTORY     - Date     Condition        Report By
 FE2234  HISTORY     - 1934     MONUMENTED       CGS
 FE2234  HISTORY     - 1958     GOOD             CGS
 FE2234  HISTORY     - 1972     GOOD             TVA
 FE2234
 FE2234                          STATION DESCRIPTION
 FE2234
 FE2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2234'ABOUT 6 MILES SOUTHWEST OF HUNTINGDON AND 1 MILE BY ROAD SOUTHEAST OF
 FE2234'LERCH. TO REACH STATION FROM CARROLL COUNTY COURTHOUSE AT
 FE2234'HUNTINGDON, GO SOUTHWEST 5.9 MILES ON U.S. ROUTE 70 (OR ABOUT 100
 FE2234'YARDS BEYOND STORE AND GULF FILLING STATION OF MR. GOLDRUN) AND
 FE2234'TURN LEFT ONTO DIRT ROAD, GO 0.2 MILE AND TAKE LEFT FORK, CONTINUE
 FE2234'0.8 MILE TO FORKS, AND THEN TURN LEFT INTO ROBERT ANDERSONS
 FE2234'PROPERTY AND STATION ON RIGHT. STATION IS IN CULTIVATED FIELD, ABOUT
 FE2234'250 FEET SOUTHWEST OF ANDERSONS HOME, 92.4 FEET WEST-NORTHWEST
 FE2234'OF SOUTHWEST CORNER OF BARN, AND 30 FEET SOUTH-SOUTHEAST OF
 FE2234'CENTER LINE OF ROAD FORKS. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FE2234'DISK STATION MARKS IN CONCRETE.  UPPER MARK
 FE2234'PROJECTS 6 INCHES ABOVE GROUND. REFERENCE AND AZIMUTH MARKS ARE
 FE2234'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS AT WESTERN
 FE2234'EDGE OF GARDEN, ON EAST BANK OF AND 18 FEET EAST OF CENTER LINE OF
 FE2234'ROAD, 45 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF ANDERSONS HOME,
 FE2234'AND 234.32 FEET FROM STATION. NO. 2 IS ON
 FE2234'NORTH BANK OF AND 18 FEET NORTH-NORTHEAST OF CENTER LINE OF
 FE2234'DIRT ROAD AND 176.77 FEET FROM STATION.
 FE2234'AZIMUTH MARK IS 20 FEET EAST OF CENTER LINE OF ROAD, 30 FEET
 FE2234'NORTHWEST OF RAIL FENCE, 10 FEET NORTH OF 15-INCH OAK STUMP,
 FE2234'AND ABOUT 0.45 MILE FROM STATION.
 FE2234
 FE2234                          STATION RECOVERY (1958)
 FE2234
 FE2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2234'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 FE2234'GOOD CONDITION. THE AZIMUTH MARK WAS DESTROYED AND A NEW AZIMUTH MARK
 FE2234'AND REFERENCE MARK 3 WERE ESTABLISHED BY THIS PARTY AT THIS TIME. THE
 FE2234'OLD REFERENCE POINTS WERE CHECKED AND NEW REFERENCE POINTS WERE
 FE2234'ADDED. THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 2
 FE2234'CHECKED. THE PROPERTY OWNER HAS CHANGED FROM MR. ROBERT
 FE2234'ANDERSON TO MR. JOE BAKER. A COMPLETE NEW DESCRIPTION AND TO REACH
 FE2234'FOLLOWS.
 FE2234'
 FE2234'THE STATION IS ABOUT 7 MILES SOUTHEAST OF MC LEMORESVILLE, ABOUT 6
 FE2234'MILES SOUTHWEST OF HUNTINGDON AND ON THE PROPERTY OF MR. JOE BAKER.
 FE2234'IT IS 169 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 96
 FE2234'FEET EAST OF A POWERLINE POLE, 32 FEET SOUTH OF THE CENTERLINE OF A
 FE2234'GRAVELED ROAD AND 8 FEET SOUTH OF A WHITE WITNESS POST. THE MONUMENT
 FE2234'PROJECTS 12 INCHES AND THE DISK IS STAMPED ANDERSON 1934.
 FE2234'
 FE2234'TO REACH THE STATION FROM THE SOUTHWEST SIDE OF THE COURTHOUSE IN
 FE2234'HUNTINGDON, GO SOUTHWEST ON U.S. HIGHWAY 70, 70A AND STATE
 FE2234'HIGHWAY 77 FOR 0.6 MILE TO THEIR JUNCTION. CONTINUE AHEAD SOUTHWEST
 FE2234'ON HIGHWAY 70 FOR 5.2 MILES TO A SIDE ROAD LEFT, JUST AFTER PASSING
 FE2234'A STORE AND SERVICE STATION ON THE RIGHT. TURN LEFT ON GRAVELED ROAD
 FE2234'AND GO FOR 0.2 MILE TO A FORK. TAKE LEFT FORK AND GO FOR 0.7 MILE
 FE2234'TO A FORK. TAKE LEFT FORK AND GO EAST FOR 0.05 MILE TO THE STATION ON
 FE2234'THE RIGHT.
 FE2234'
 FE2234'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED ROAD
 FE2234'FOR 0.05 MILE TO A REVERSE Y-FORK. TURN LEFT AND GO SOUTH AND WEST ON
 FE2234'A GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2234'
 FE2234'REFERENCE MARK 1 IS 47 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 FE2234'HOUSE, 20 FEET NORTHWEST OF A 24 INCH TREE AND 19 FEET EAST OF THE
 FE2234'CENTERLINE OF A GRAVELED ROAD. THE MONUMENT PROJECTS 12 INCHES AND
 FE2234'THE DISK IS STAMPED ANDERSON NO 1 1934.
 FE2234'
 FE2234'REFERENCE MARK 2 IS 40 FEET NORTHEAST OF THE CENTER OF A
 FE2234'Y-INTERSECTION, 19 FEET SOUTH OF A POWERLINE POLE WITH A
 FE2234'TRANSFORMER AND 16 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD.
 FE2234'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED ANDERSON
 FE2234'NO 2 1934.
 FE2234'
 FE2234'REFERENCE MARK 3 IS 60 FEET NORTHEAST OF THE CENTER OF A
 FE2234'Y-INTERSECTION, 34 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD
 FE2234'AND 1 FOOT EAST OF A POWERLINE POLE WITH A TRANSFORMER.  THE MONUMENT
 FE2234'IS FLUSH AND THE DISK IS STAMPED ANDERSON NO 3 1934.
 FE2234'
 FE2234'THE AZIMUTH MARK IS 83 FEET WEST OF TELEPHONE POLE NO 19, 22 FEET
 FE2234'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND 2 FEET NORTHEAST
 FE2234'OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2234'STAMPED ANDERSON 1934 RESET 1958.
 FE2234'
 FE2234'HEIGHT OF LIGHT 34 METERS.
 FE2234
 FE2234                          STATION RECOVERY (1972)
 FE2234
 FE2234'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2234'CONDITION OF POINT WHEN FOUND GOOD.
 FE2234'
 FE2234'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT ANDERSON 1934.
 FE2234'
 FE2234'ADD TO DESCRIPTION--
 FE2234'95.0 N 55 E FROM A POWER POLE.
 FE2234'
 FE2234'TVA POST AND SIGN SET.
 FE2234'
 FE2234'ANDERSON AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE2234'
 FE2234'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT ANDERSON 1934
 FE2234'RESET 1958 (AZIMUTH).
 FE2234'
 FE2234'ADD TO DESCRIPTION--
 FE2234'42.6 S 40 E FROM A 14 INCH PINE.
 FE2234'
 FE2234'TVA SIGN AND POST SET.
 FE2234'
 FE2234'ADERSON RM 1-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE2234'
 FE2234'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT ANDERSON NO. 1
 FE2234'1934.
 FE2234'
 FE2234'DESTROYED.
 FE2234'
 FE2234'ANDERSON RM 2-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE2234'
 FE2234'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT ANDERSON NO. 2
 FE2234'1934.
 FE2234'
 FE2234'DESTROYED.
 FE2234'
 FE2234'ANDERSON RM 3-CONDITION OF POINT WHEN FOUND GOOD.
 FE2234'
 FE2234'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT ANDERSON NO. 3
 FE2234'1934.
 FE2234'
 FE2234'STATION IS 2.5 FT EAST OF A POWERLINE TRANSFORMER POLE.
 FE2234'
 FE2234'DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MI. SW OF HUNTINGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0539 ***********************************************************************
 FC0539  DESIGNATION -  ANDERSON AZ MK
 FC0539  PID         -  FC0539
 FC0539  STATE/COUNTY-  TN/MCMINN
 FC0539  USGS QUAD   -  RICEVILLE (1990)
 FC0539
 FC0539                         *CURRENT SURVEY CONTROL
 FC0539  ___________________________________________________________________
 FC0539* NAD 83(1986)-  35 27 40.     (N)    084 39 56.     (W)     SCALED    
 FC0539* NAVD 88     -       285.756  (meters)     937.52   (feet)  ADJUSTED  
 FC0539  ___________________________________________________________________
 FC0539  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0539  DYNAMIC HT  -         285.477 (meters)     936.60  (feet)  COMP
 FC0539  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC0539
 FC0539  VERT ORDER  -  SECOND    CLASS 0
 FC0539
 FC0539.The horizontal coordinates were scaled from a topographic map and have
 FC0539.an estimated accuracy of +/- 6 seconds.
 FC0539
 FC0539.The orthometric height was determined by differential leveling
 FC0539.and adjusted by the National Geodetic Survey in June 1991..
 FC0539
 FC0539.The geoid height was determined by GEOID03.
 FC0539
 FC0539.The dynamic height is computed by dividing the NAVD 88
 FC0539.geopotential number by the normal gravity value computed on the
 FC0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0539.degrees latitude (g = 980.6199 gals.).
 FC0539
 FC0539.The modeled gravity was interpolated from observed gravity values.
 FC0539
 FC0539;                    North         East    Units  Estimated Accuracy
 FC0539;SPC TN       -   125,950.      721,120.      MT  (+/- 180 meters Scaled)
 FC0539
 FC0539                          SUPERSEDED SURVEY CONTROL
 FC0539
 FC0539  NGVD 29 (??/??/92)  285.824  (m)          937.74   (f) ADJ UNCH    2 0
 FC0539
 FC0539.Superseded values are not recommended for survey control.
 FC0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0539.See file dsdata.txt to determine how the superseded data were derived.
 FC0539
 FC0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE118266(NAD 83)
 FC0539_MARKER: DZ = AZIMUTH MARK DISK
 FC0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0539_STAMPING: ANDERSON 1961
 FC0539_MARK LOGO: CGS   
 FC0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0539+STABILITY: SURFACE MOTION
 FC0539
 FC0539  HISTORY     - Date     Condition        Report By
 FC0539  HISTORY     - 1961     MONUMENTED       CGS
 FC0539  HISTORY     - 1964     GOOD             NGS
 FC0539  HISTORY     - 1969     GOOD             USGS
 FC0539
 FC0539                          STATION DESCRIPTION
 FC0539
 FC0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0539'2.6 MI W FROM ATHENS.
 FC0539'THIS MARK IS LOCATED 0.6 MILE WEST OF THE ANDERSON 1961 STATION
 FC0539'SITE AT A Y INTERSECTION, 33 FEET NORTH OF THE APPROXIMATE CENTER
 FC0539'OF A GRAVELED ROAD LEADING LEFT, 28 FEET SOUTH OF THE APPROXIMATE
 FC0539'CENTER OF A GRAVELED ROAD LEADING RIGHT, 2.4 FEET EAST OF A
 FC0539'WITNESS SIGN.  THE DISK IS SET IN A SQUARE CONCRETE MONUMENT,
 FC0539'PROJECTING ONE INCH.
 FC0539
 FC0539                          STATION RECOVERY (1964)
 FC0539
 FC0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0539'RECOVERED IN GOOD CONDITION.
 FC0539
 FC0539                          STATION RECOVERY (1969)
 FC0539
 FC0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FC0539'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0539'ROUTE 30 AT THE WEST EDGE OF ATHENS, GO NORTHWESTERLY ON STATE ROUTE
 FC0539'30 FOR 1.4 MILES TO AN OILED CROSSROAD. HERE TURN LEFT AND GO
 FC0539'WESTERLY ON THE OILED ROAD FOR 0.7 OF A MILE TO A GRAVELED CROSSROAD,
 FC0539'CONTINUE WESTERLY ON THE OILED ROAD FOR 0.6 OF A MILE TO A "Y"
 FC0539'INTERSECTION WITH A GRAVELED ROAD AND THE MARK IN THIS "Y". THE MARK
 FC0539'IS ABOUT 0.6 OF A MILE WEST OF THE ANDERSON 1961 TRAVERSE STATION
 FC0539'SITE, 48 FEET WEST-SOUTHWEST OF THE APPROXIMATE INTERSECTION OF THE
 FC0539'OILED ROAD AND THE GRAVELED ROAD, 33 FEET WEST OF THE APPROXIMATE
 FC0539'CENTER OF THE GRAVELED ROAD, 28 FEET SOUTH OF THE APPROXIMATE CENTER
 FC0539'OF THE OILED ROAD, AND 2.4 FEET EAST OF A METAL WITNESS POST AND
 FC0539'SIGN. IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 FC0539'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED ANDERSON
 FC0539'1961. THE DISK IS STAMPED ANDERSON 1961. OF A 10-INCH, SQUARE, FLUSH,
 FC0539'CONCRETE MONUMENT AND THIS MARK IS AT THE ANDERSON 1961 TRAVERSE
 FC0539'STATION SITE, 108.38 FEET SOUTHWEST OF ANDERSON R.M. 1, 89 FEET WEST
 FC0539'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 73 FEET WEST OF A "T"
 FC0539'FENCE CORNER POST, 64.97 FEET WEST OF ANDERSON 1961, 33 FEET WEST OF
 FC0539'A 12-INCH YELLOW PINE TREE, 1.9 FEET EAST OF A 12-INCH YELLOW PINE
 FC0539'TREE, 1.4 FEET NORTH OF A METAL WITNESS POST AND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0536 ***********************************************************************
 FC0536  DESIGNATION -  ANDERSON RM 1
 FC0536  PID         -  FC0536
 FC0536  STATE/COUNTY-  TN/MCMINN
 FC0536  USGS QUAD   -  RICEVILLE (1990)
 FC0536
 FC0536                         *CURRENT SURVEY CONTROL
 FC0536  ___________________________________________________________________
 FC0536* NAD 83(1986)-  35 27 41.     (N)    084 39 22.     (W)     SCALED    
 FC0536* NAVD 88     -       269.486  (meters)     884.14   (feet)  ADJUSTED  
 FC0536  ___________________________________________________________________
 FC0536  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0536  DYNAMIC HT  -         269.222 (meters)     883.27  (feet)  COMP
 FC0536  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0536
 FC0536  VERT ORDER  -  SECOND    CLASS 0
 FC0536
 FC0536.The horizontal coordinates were scaled from a topographic map and have
 FC0536.an estimated accuracy of +/- 6 seconds.
 FC0536
 FC0536.The orthometric height was determined by differential leveling
 FC0536.and adjusted by the National Geodetic Survey in June 1991..
 FC0536
 FC0536.The geoid height was determined by GEOID03.
 FC0536
 FC0536.The dynamic height is computed by dividing the NAVD 88
 FC0536.geopotential number by the normal gravity value computed on the
 FC0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0536.degrees latitude (g = 980.6199 gals.).
 FC0536
 FC0536.The modeled gravity was interpolated from observed gravity values.
 FC0536
 FC0536;                    North         East    Units  Estimated Accuracy
 FC0536;SPC TN       -   126,000.      721,980.      MT  (+/- 180 meters Scaled)
 FC0536
 FC0536                          SUPERSEDED SURVEY CONTROL
 FC0536
 FC0536  NGVD 29 (??/??/92)  269.554  (m)          884.36   (f) ADJ UNCH    2 0
 FC0536
 FC0536.Superseded values are not recommended for survey control.
 FC0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0536.See file dsdata.txt to determine how the superseded data were derived.
 FC0536
 FC0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE126267(NAD 83)
 FC0536_MARKER: DR = REFERENCE MARK DISK
 FC0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0536_STAMPING: ANDERSON NO 1 1961
 FC0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0536+STABILITY: SURFACE MOTION
 FC0536
 FC0536  HISTORY     - Date     Condition        Report By
 FC0536  HISTORY     - 1961     MONUMENTED       CGS
 FC0536  HISTORY     - 1964     GOOD             NGS
 FC0536  HISTORY     - 1969     GOOD             USGS
 FC0536
 FC0536                          STATION DESCRIPTION
 FC0536
 FC0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0536'2 MI W FROM ATHENS.
 FC0536'THIS MARK IS LOCATED AT THE ANDERSON 1961 STATION SITE, 71.7
 FC0536'FEET NORTH OF THE STATION MARK, 14 FEET WEST OF THE APPROXIMATE
 FC0536'CENTER LINE OF GRAVELED ROAD, AND ONE FOOT WEST OF A FENCE.  THE
 FC0536'DISK IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FC0536
 FC0536                          STATION RECOVERY (1964)
 FC0536
 FC0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0536'RECOVERED IN GOOD CONDITION.
 FC0536
 FC0536                          STATION RECOVERY (1969)
 FC0536
 FC0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FC0536'THIS MARK IS AT THE ANDERSON 1961 TRAVERSE STATION SITE, 108.38 FEET
 FC0536'NORTHEAST OF ANDERSON R.M. 2, 82 FEET NORTH OF A "T" FENCE CORNER
 FC0536'POST, TREE, 13 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC0536'ROAD, AND 1.5 FEET WEST OF A WOVEN WIRE FENCE AND METAL WITNESS POST
 FC0536'AND SIGN. IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FC0536'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FC0536'ANDERSON RM 1 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0538 ***********************************************************************
 FC0538  DESIGNATION -  ANDERSON RM 2
 FC0538  PID         -  FC0538
 FC0538  STATE/COUNTY-  TN/MCMINN
 FC0538  USGS QUAD   -  RICEVILLE (1990)
 FC0538
 FC0538                         *CURRENT SURVEY CONTROL
 FC0538  ___________________________________________________________________
 FC0538* NAD 83(1986)-  35 27 41.     (N)    084 39 23.     (W)     SCALED    
 FC0538* NAVD 88     -       270.786  (meters)     888.40   (feet)  ADJUSTED  
 FC0538  ___________________________________________________________________
 FC0538  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0538  DYNAMIC HT  -         270.522 (meters)     887.54  (feet)  COMP
 FC0538  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0538
 FC0538  VERT ORDER  -  SECOND    CLASS 0
 FC0538
 FC0538.The horizontal coordinates were scaled from a topographic map and have
 FC0538.an estimated accuracy of +/- 6 seconds.
 FC0538
 FC0538.The orthometric height was determined by differential leveling
 FC0538.and adjusted by the National Geodetic Survey in June 1991..
 FC0538
 FC0538.The geoid height was determined by GEOID03.
 FC0538
 FC0538.The dynamic height is computed by dividing the NAVD 88
 FC0538.geopotential number by the normal gravity value computed on the
 FC0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0538.degrees latitude (g = 980.6199 gals.).
 FC0538
 FC0538.The modeled gravity was interpolated from observed gravity values.
 FC0538
 FC0538;                    North         East    Units  Estimated Accuracy
 FC0538;SPC TN       -   125,990.      721,960.      MT  (+/- 180 meters Scaled)
 FC0538
 FC0538                          SUPERSEDED SURVEY CONTROL
 FC0538
 FC0538  NGVD 29 (??/??/92)  270.855  (m)          888.63   (f) ADJ UNCH    2 0
 FC0538
 FC0538.Superseded values are not recommended for survey control.
 FC0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0538.See file dsdata.txt to determine how the superseded data were derived.
 FC0538
 FC0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE126267(NAD 83)
 FC0538_MARKER: DR = REFERENCE MARK DISK
 FC0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0538_STAMPING: ANDERSON NO 2 1961
 FC0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0538+STABILITY: SURFACE MOTION
 FC0538
 FC0538  HISTORY     - Date     Condition        Report By
 FC0538  HISTORY     - 1961     MONUMENTED       CGS
 FC0538  HISTORY     - 1964     GOOD             NGS
 FC0538
 FC0538                          STATION DESCRIPTION
 FC0538
 FC0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0538'2 MI W FROM ATHENS.
 FC0538'THIS MARK IS LOCATED AT THE ANDERSON 1961 STATION SITE, 65.0 FEET
 FC0538'WEST OF THE STATION MARK, 75 FEET WEST OF THE SOUTHEAST FENCE
 FC0538'CORNER POST OF THE CULTIVATED FIELD, 1.0 FEET NORTH OF A FENCE.
 FC0538'THE DISK IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 FC0538'GROUND.
 FC0538
 FC0538                          STATION RECOVERY (1964)
 FC0538
 FC0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1661 ***********************************************************************
 GD1661  DESIGNATION -  ANTIO
 GD1661  PID         -  GD1661
 GD1661  STATE/COUNTY-  TN/OBION
 GD1661  USGS QUAD   -  HORNBEAK (1983)
 GD1661
 GD1661                         *CURRENT SURVEY CONTROL
 GD1661  ___________________________________________________________________
 GD1661* NAD 83(1995)-  36 20 47.66584(N)    089 19 02.25738(W)     ADJUSTED  
 GD1661* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 GD1661  ___________________________________________________________________
 GD1661  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GD1661  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1661
 GD1661  HORZ ORDER  -  THIRD
 GD1661
 GD1661.The horizontal coordinates were established by classical geodetic methods
 GD1661.and adjusted by the National Geodetic Survey in April 1999..
 GD1661
 GD1661.The orthometric height was scaled from a topographic map.
 GD1661
 GD1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1661
 GD1661.The geoid height was determined by GEOID03.
 GD1661
 GD1661;                    North         East     Units Scale Factor Converg.
 GD1661;SPC TN       -   228,417.057   302,275.233   MT  0.99998832   -1 56 31.5
 GD1661;SPC TN       -   749,398.29    991,714.66   sFT  0.99998832   -1 56 31.5
 GD1661;UTM  16      - 4,024,882.771   292,048.458   MT  1.00013283   -1 22 26.0
 GD1661
 GD1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1661!SPC TN       -   0.99998183  x   0.99998832  =   0.99997015
 GD1661!UTM  16      -   0.99998183  x   1.00013283  =   1.00011466
 GD1661
 GD1661|---------------------------------------------------------------------|
 GD1661| PID    Reference Object                     Distance      Geod. Az  |
 GD1661|                                                           dddmmss.s |
 GD1661| CG3136 ANTIO RM 1                           26.910 METERS 09132     |
 GD1661| GD1663 HORNBEAK RADIO STA KID 61 MAST      APPROX. 3.8 KM 0934059.2 |
 GD1661| CG3137 ANTIO RM 2                           19.578 METERS 18657     |
 GD1661| CG3135 ANTIO AZ MK                                        2354235.4 |
 GD1661|---------------------------------------------------------------------|
 GD1661
 GD1661                          SUPERSEDED SURVEY CONTROL
 GD1661
 GD1661  NAD 83(1995)-  36 20 47.67008(N)    089 19 02.25637(W) AD(       ) 3
 GD1661  NAD 83(1995)-  36 20 47.67238(N)    089 19 02.25662(W) AD(       ) 3
 GD1661  NAD 83(1986)-  36 20 47.67762(N)    089 19 02.25658(W) AD(       ) 3
 GD1661  NAD 27      -  36 20 47.43500(N)    089 19 02.00210(W) AD(       ) 3
 GD1661
 GD1661.Superseded values are not recommended for survey control.
 GD1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1661.See file dsdata.txt to determine how the superseded data were derived.
 GD1661
 GD1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9204824883(NAD 83)
 GD1661_MARKER: DS = TRIANGULATION STATION DISK
 GD1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1661
 GD1661  HISTORY     - Date     Condition        Report By
 GD1661  HISTORY     - 1959     MONUMENTED       CGS
 GD1661  HISTORY     - 1967     GOOD             CGS
 GD1661
 GD1661                          STATION DESCRIPTION
 GD1661
 GD1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1661'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF HORNBEAK, ABOUT 8 MILES
 GD1661'EAST OF TIPTONVILLE AND ON ROAD RIGHT-OF-WAY.  IT IS 93.5 FEET SOUTH
 GD1661'OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 48 FEET NORTHWEST OF THE
 GD1661'INTERSECTION OF STATE HIGHWAY 21 AND A GRAVELED ROAD NORTH, 41
 GD1661'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 35 FEET NORTH OF
 GD1661'THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF A WIRE FENCE AND
 GD1661'6 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 GD1661'AND THE DISK IS STAMPED ANTIO 1959.
 GD1661'
 GD1661'TO REACH THE STATION FROM THE HORNBEAK SCHOOL IN THE NORTHWEST
 GD1661'SECTION OF HORNBEAK, GO NORTHWEST AND WEST ON STATE HIGHWAY 21 FOR
 GD1661'1.5 MILES TO A GRAVELED SIDEROAD RIGHT AND THE STATION ON THE RIGHT
 GD1661'AS DESCRIBED.
 GD1661'
 GD1661'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON HIGHWAY
 GD1661'21 FOR 0.2 MILE TO THE HOME OF MRS. EARL DAVIS ON THE LEFT AND THE
 GD1661'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GD1661'
 GD1661'REFERENCE MARK 1 IS 69 FEET NORTHEAST OF THE INTERSECTION, 29 FEET
 GD1661'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 18 FEET SOUTHEAST OF A
 GD1661'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ANTIO NO
 GD1661'1 1959.
 GD1661'
 GD1661'REFERENCE MARK 2 IS 47 FEET SOUTHWEST OF THE INTERSECTION, 25 FEET
 GD1661'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF A FENCE.
 GD1661'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ANTIO NO 2
 GD1661'1959.
 GD1661'
 GD1661'THE AZIMUTH MARK IS 91 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GD1661'DAVIS HOUSE, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 GD1661'SOUTH OF A WHITE WITNESS POST, 1 FOOT EAST OF A FENCE AND ON
 GD1661'PROPERTY OWNED BY MRS. EARL DAVIS.  THE MONUMENT IS FLUSH AND THE
 GD1661'DISK IS STAMPED ANTIO 1959.
 GD1661'
 GD1661'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1661
 GD1661                          STATION RECOVERY (1967)
 GD1661
 GD1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1661'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1661'CONDITION.
 GD1661'
 GD1661'DUE TO CHANGES IN THE HIGHWAYS, THE ORIGINAL TO-REACH IS NO LONGER
 GD1661'COMPLETELY ADEQUATE.
 GD1661'
 GD1661'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1661'
 GD1661'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF STATE ROUTE 21,
 GD1661'ABOUT 8 MILES EAST OF TIPTONVILLE AND 1-1/2 MILES NORTHWEST OF
 GD1661'HORNBEAK.
 GD1661'
 GD1661'TO REACH THE STATION FROM THE HORNBEAK PUBLIC SCHOOL IN HORNBEAK, GO
 GD1661'NORTHWEST AND WEST ON STATE ROUTE 21 FOR 1.5 MILES TO A PAVED ROAD
 GD1661'ON THE RIGHT AND THE STATION IN THE NORTHWEST ANGLE AS DESCRIBED.
 GD1661'
 GD1661'THE STATION IS 93.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME
 GD1661'HOUSE, 48 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GD1661'INTERSECTION OF STATE ROUTE 21 AND THE PAVED ROAD RIGHT, 41 FEET WEST
 GD1661'OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 35 FEET NORTH OF
 GD1661'THE APPROXIMATE CENTER OF STATE ROUTE 21, 25 FEET SOUTH OF A FENCE
 GD1661'CORNER, AND 0.8 OF A FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST
 GD1661'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1661'SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GD1661'STAMPED ANTIO 1959.
 GD1661'
 GD1661'REFERENCE MARK NO. 1 IS 69 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GD1661'OF THE INTERSECTION OF THE ROADS, 29 FEET NORTH OF THE APPROXIMATE
 GD1661'CENTER OF STATE ROUTE 21 AND 18 FEET SOUTHEAST OF A POWERLINE POLE.
 GD1661'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE
 GD1661'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ANTIO NO 1 1959.
 GD1661'
 GD1661'REFERENCE MARK NO. 2 IS 47 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GD1661'OF THE INTERSECTION OF THE ROADS, 25 FEET SOUTH OF THE APPROXIMATE
 GD1661'CENTER OF STATE ROUTE 21 AND 1 FOOT NORTH OF A FENCE.  IT IS A
 GD1661'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD1661'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED ANTIO NO 2
 GD1661'1959.
 GD1661'
 GD1661'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1661'REFERENCE MARK NO. 2 IS 113.94 FEET - 34.728 METERS.
 GD1661'
 GD1661'THE AZIMUTH MARK IS 91 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1661'FARM HOUSE, 40 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 GD1661'21, 3 FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT EAST OF A FENCE, AND
 GD1661'UNDER A DENSE MULTIFLORA ROSE HEDGE ON THE PROPERTY OF MRS. EARL
 GD1661'DAVIS.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1661'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ANTIO
 GD1661'1959.
 GD1661'
 GD1661'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST AND
 GD1661'SOUTHWEST ON STATE ROUTE 21 FOR 0.2 MILE TO THE HOME OF MRS. EARL
 GD1661'DAVIS ON THE LEFT AND THE MARK AS DESCRIBED.  NO METAL WITNESS POST
 GD1661'WAS SET AT THE AZIMUTH MARK AS MRS. DAVIS DID NOT WANT IT IN HER
 GD1661'YARD AND IT WAS NOT POSSIBLE TO GET INTO THE FENCE WEST OF THE MARK
 GD1661'TO SET IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2405 ***********************************************************************
 GB2405  DESIGNATION -  ANTIOCH
 GB2405  PID         -  GB2405
 GB2405  STATE/COUNTY-  TN/JACKSON
 GB2405  USGS QUAD   -  BURRISTOWN (1979)
 GB2405
 GB2405                         *CURRENT SURVEY CONTROL
 GB2405  ___________________________________________________________________
 GB2405* NAD 83(1995)-  36 23 47.93110(N)    085 30 04.14651(W)     ADJUSTED  
 GB2405* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 GB2405  ___________________________________________________________________
 GB2405  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 GB2405  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GB2405
 GB2405  HORZ ORDER  -  SECOND
 GB2405
 GB2405.The horizontal coordinates were established by classical geodetic methods
 GB2405.and adjusted by the National Geodetic Survey in April 1999..
 GB2405
 GB2405.The orthometric height was scaled from a topographic map.
 GB2405
 GB2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2405
 GB2405.The geoid height was determined by GEOID03.
 GB2405
 GB2405;                    North         East     Units Scale Factor Converg.
 GB2405;SPC TN       -   229,041.274   644,751.331   MT  0.99999651   +0 17 31.4
 GB2405;SPC TN       -   751,446.25  2,115,321.66   sFT  0.99999651   +0 17 31.4
 GB2405;UTM  16      - 4,028,987.269   634,412.493   MT  0.99982260   +0 53 22.2
 GB2405
 GB2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2405!SPC TN       -   0.99995077  x   0.99999651  =   0.99994728
 GB2405!UTM  16      -   0.99995077  x   0.99982260  =   0.99977338
 GB2405
 GB2405|---------------------------------------------------------------------|
 GB2405| PID    Reference Object                     Distance      Geod. Az  |
 GB2405|                                                           dddmmss.s |
 GB2405| CG5468 ANTIOCH RM 3                         10.333 METERS 06131     |
 GB2405| CG5466 ANTIOCH RM 1                         34.640 METERS 08525     |
 GB2405| CG5467 ANTIOCH RM 2                         29.129 METERS 18526     |
 GB2405| CG5469 ANTIOCH RM 4                         13.912 METERS 22754     |
 GB2405| CG5465 ANTIOCH AZ MK 2                                    2354805.4 |
 GB2405| CG5464 ANTIOCH AZ MK                                      2372840.9 |
 GB2405|---------------------------------------------------------------------|
 GB2405
 GB2405                          SUPERSEDED SURVEY CONTROL
 GB2405
 GB2405  NAD 83(1995)-  36 23 47.93242(N)    085 30 04.14768(W) AD(       ) 2
 GB2405  NAD 83(1995)-  36 23 47.93867(N)    085 30 04.15074(W) AD(       ) 2
 GB2405  NAD 83(1986)-  36 23 47.94241(N)    085 30 04.15002(W) AD(       ) 2
 GB2405  NAD 27      -  36 23 47.72700(N)    085 30 04.25400(W) AD(       ) 2
 GB2405
 GB2405.Superseded values are not recommended for survey control.
 GB2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2405.See file dsdata.txt to determine how the superseded data were derived.
 GB2405
 GB2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3441228987(NAD 83)
 GB2405_MARKER: DS = TRIANGULATION STATION DISK
 GB2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2405
 GB2405  HISTORY     - Date     Condition        Report By
 GB2405  HISTORY     - 1949     MONUMENTED       CGS
 GB2405  HISTORY     - 1975     GOOD             NGS
 GB2405
 GB2405                          STATION DESCRIPTION
 GB2405
 GB2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2405'STATION IS LOCATED ABOUT 10 MILES WEST OF LIVINGSTON AND 4 MILES
 GB2405'SOUTHWEST OF HILHAM. IT IS 32 FEET NORTH OF THE CENTER OF STATE
 GB2405'HIGHWAY NO. 85, 27 FEET EAST OF THE CENTER OF A DIRT ROAD AND 6 FEET
 GB2405'SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK
 GB2405'IS STAMPED ANTIOCH 1949.
 GB2405'
 GB2405'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF HIGHWAY. THE
 GB2405'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ANTIOCH NO. 1
 GB2405'1949.
 GB2405'
 GB2405'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF HIGHWAY. THE
 GB2405'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ANTIOCH NO. 11
 GB2405'1949.
 GB2405'
 GB2405'AZIMUTH MARK IS 31 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY NO.
 GB2405'85 AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GB2405'2 INCHES AND THE DISK IS STAMPED ANTIOCH 1949.
 GB2405'
 GB2405'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2405'LIVINGSTON, GO SOUTHWEST ON STATE HIGHWAYS NO. 42 AND NO. 85 FOR 1
 GB2405'MILE TO THE INTERSECTION OF STATE HIGHWAYS NO. 42 AND NO. 85, TURN
 GB2405'RIGHT ON STATE HIGHWAY NO. 85 AND GO WEST FOR 11.55 MILES TO THE
 GB2405'STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.25 MILE TO THE
 GB2405'AZIMUTH MARK ON THE LEFT.
 GB2405'
 GB2405'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2405
 GB2405                          STATION RECOVERY (1975)
 GB2405
 GB2405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GB2405'THE STATION MARK WAS FOUND IN GOOD CONDITION.  BOTH REFERENCE MARKS
 GB2405'WERE FOUND DESTROYED BY ROAD WORK.  THE AZIMUTH MARK WAS NOT FOUND
 GB2405'AND ASSUMED TO HAVE BEEN DESTROYED BY THE ROAD WORK.  REFERENCE
 GB2405'MARKS 3 AND 4 ALONG WITH A NEW AZIMUTH MARK WAS ESTABLISHED.  A
 GB2405'NEW DESCRIPTION FOLLOWS--
 GB2405'
 GB2405'THE STATION IS 48 FEET NORTHEAST OF A TELEPHONE POLE, 10 FEET EAST
 GB2405'OF A METAL WITNESS POST, 72 FEET SOUTHWEST OF POWER POLE NO. 82
 GB2405'AND 32 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  THE
 GB2405'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ANTIOCH 1949.
 GB2405'
 GB2405'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 136 AND
 GB2405'85 AT HILLMAN, GO WESTERLY ON HIGHWAY 85 FOR 4.25 MILES TO THE
 GB2405'STATION ON THE RIGHT.  CONTINUE SOUTHWESTERLY ON THE HIGHWAY FOR
 GB2405'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB2405'
 GB2405'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GB2405'ANTIOCH 1949 NO 3 1975, PROJECTING 3 INCHES, 24 FEET NORTH OF THE
 GB2405'CENTERLINE OF THE HIGHWAY, 6 INCHES, SOUTHWEST OF A METAL WITNESS
 GB2405'POST AND 46 FEET SOUTH OF POWER POLE NO. 82.
 GB2405'
 GB2405'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 GB2405'ANTIOCH 1949 NO 4 1975, PROJECTING 2 INCHES, 3 FEET EAST OF A
 GB2405'TELEPHONE POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND 34
 GB2405'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GB2405'
 GB2405'THE AZIMUTH MARK IS A STANDARD PRE-CAST ALUMINUM MONUMENT, PROJECTING
 GB2405'2 INCHES, 7 FEET NORTHEAST OF A FENCE, 15 FEET NORTHWEST
 GB2405'OF A 16 INCH LOCUST TREE, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 GB2405'30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  THE DISK IS
 GB2405'STAMPED ANTIOCH 1949 AZ 1975.
 GB2405'
 GB2405'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GB2405'SOUTHWEST OF HILLMAN.
 GB2405'
 GB2405'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4379 ***********************************************************************
 AA4379  SACS        -  This is a Secondary Airport Control Station.
 AA4379  DESIGNATION -  AP 1972 STA B M81
 AA4379  PID         -  AA4379
 AA4379  STATE/COUNTY-  TN/RUTHERFORD
 AA4379  USGS QUAD   -  LA VERGNE (1983)
 AA4379
 AA4379                         *CURRENT SURVEY CONTROL
 AA4379  ___________________________________________________________________
 AA4379* NAD 83(1995)-  36 00 02.47535(N)    086 30 41.67492(W)     ADJUSTED  
 AA4379* NAVD 88     -       157.21   (+/-2cm)     515.8    (feet)  VERTCON   
 AA4379  ___________________________________________________________________
 AA4379  X           -     314,338.443 (meters)                     COMP
 AA4379  Y           -  -5,156,485.645 (meters)                     COMP
 AA4379  Z           -   3,728,328.843 (meters)                     COMP
 AA4379  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AA4379  ELLIP HEIGHT-         128.35  (meters)          (02/25/99) GPS OBS
 AA4379  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 AA4379
 AA4379  HORZ ORDER  -  FIRST
 AA4379  VERT ORDER  -  THIRD ? (See Below)
 AA4379  ELLP ORDER  -  FOURTH    CLASS II
 AA4379
 AA4379.This mark is at Smyrna Airport (MQY)
 AA4379
 AA4379.The horizontal coordinates were established by GPS observations
 AA4379.and adjusted by the National Geodetic Survey in February 1999..
 AA4379
 AA4379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4379
 AA4379.GPS derived orthometric heights for airport stations designated as
 AA4379.PACS or SACS are published to 2 decimal places.  This maintains
 AA4379.centimeter relative accuracy between the PACS and SACS.  It does
 AA4379.not indicate centimeter accuracy relative to other marks which are
 AA4379.part of the NAVD 88 network.
 AA4379.The vertical order pertains to the NGVD 29 superseded value.
 AA4379
 AA4379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4379
 AA4379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4379
 AA4379.The ellipsoidal height was determined by GPS observations
 AA4379.and is referenced to NAD 83.
 AA4379
 AA4379.The geoid height was determined by GEOID03.
 AA4379
 AA4379;                    North         East     Units Scale Factor Converg.
 AA4379;SPC TN       -   185,112.282   553,877.184   MT  0.99995261   -0 17 58.2
 AA4379;SPC TN       -   607,322.55  1,817,178.73   sFT  0.99995261   -0 17 58.2
 AA4379;UTM  16      - 3,984,135.006   544,020.245   MT  0.99962388   +0 17 13.6
 AA4379
 AA4379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4379!SPC TN       -   0.99997986  x   0.99995261  =   0.99993247
 AA4379!UTM  16      -   0.99997986  x   0.99962388  =   0.99960374
 AA4379
 AA4379                          SUPERSEDED SURVEY CONTROL
 AA4379
 AA4379  NAD 83(1995)-  36 00 02.47720(N)    086 30 41.67854(W) AD(       ) 1
 AA4379  NAD 83(1995)-  36 00 02.47721(N)    086 30 41.67854(W) AD(       ) 1
 AA4379  ELLIP H (09/30/94)  128.30   (m)                       GP(       ) 4 2
 AA4379  NGVD 29 (09/30/94)  157.23   (m)          515.8    (f) LEVELING    3  
 AA4379
 AA4379.Superseded values are not recommended for survey control.
 AA4379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4379.See file dsdata.txt to determine how the superseded data were derived.
 AA4379
 AA4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4402084135(NAD 83)
 AA4379_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4379_SP_SET: CONCRETE POST
 AA4379_STAMPING: AP 1972 STA B M81
 AA4379_MARK LOGO: NGS   
 AA4379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4379+STABILITY: SURFACE MOTION
 AA4379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4379+SATELLITE: SATELLITE OBSERVATIONS - 1972
 AA4379
 AA4379  HISTORY     - Date     Condition        Report By
 AA4379  HISTORY     - 1972     MONUMENTED       NGS
 AA4379  HISTORY     - 19920630 GOOD             NGS
 AA4379
 AA4379                          STATION DESCRIPTION
 AA4379
 AA4379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (REH)
 AA4379'STATION IS LOCATED ON THE SMYRNA AIRPORT IN SMYRNA, TENNESSEE. FROM
 AA4379'THE TERMINAL BUILDING PROCEED DUE WEST TO A TAXIWAY LEADING TO RUNWAY
 AA4379'END 32.  CROSS RUNWAY END TO STATION IN THE GRASS WEST OF THE SHOULDER
 AA4379'OF THE RUNWAY. IT IS 249.98 FT (76.19 M) SOUTHWEST OF THE CENTERLINE
 AA4379'END OF RUNWAY 32, 132.25 FT (40.31 M) SOUTH OF THE CENTER OF THE STEEL
 AA4379'TOP OF AN ELECTRICAL VAULT (VAULT IS LOCATED NORTH OF THE RUNWAY END
 AA4379'AND NEAR THE EDGE OF THE RUNWAY SHOULDER), 99.0 FT (30.2 M) SOUTHWEST
 AA4379'OF THE SOUTHWEST EDGE OF THE RUNWAY SHOULDER AND 54.3 FT (16.6 M)
 AA4379'SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE PAD NEAR THE SOUTHWEST
 AA4379'CORNER OF SHOULDER PAVEMENT. ACCESS TO THE AIRPORT IS RESTRICTED.
 AA4379'CONTACT THE AIRPORT MANAGERS OFFICE TO ARRANGE ACCESS.  AIRPORT PHONE
 AA4379'NUMBER IS 615-459-2651.
 AA4379
 AA4379                          STATION RECOVERY (1992)
 AA4379
 AA4379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AA4379'THE STATION IS LOCATED AT THE SOUTHEAST SECTION OF THE SMYRNA AIRPORT,
 AA4379'249.98 FEET (76.19 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY 32,
 AA4379'132.35 FEET (40.34 M) SOUTH OF THE CENTER OF A STEEL TOP ON ELECTRICAL
 AA4379'VAULT FLUSH WITH GROUND, 99.0 FEET (30.2 M) SOUTHWEST OF THE SOUTHWEST
 AA4379'EDGE OF RUNWAY SHOULDER AND 54.3 FEET (16.6 M) SOUTHWEST OF THE
 AA4379'SOUTHWEST END OF ABANDONED CONCRETE THRESHOLD LIGHT BASE.  THE STATION
 AA4379'IS A STANDARD TOPOGRAPHIC DISK, STAMPED AP 1972 STA B M81, SET IN THE
 AA4379'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2457 ***********************************************************************
 FE2457  DESIGNATION -  APCO
 FE2457  PID         -  FE2457
 FE2457  STATE/COUNTY-  TN/LAUDERDALE
 FE2457  USGS QUAD   -  FOWLKES (1983)
 FE2457
 FE2457                         *CURRENT SURVEY CONTROL
 FE2457  ___________________________________________________________________
 FE2457* NAD 83(1995)-  35 53 22.31710(N)    089 23 36.98262(W)     ADJUSTED  
 FE2457* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 FE2457  ___________________________________________________________________
 FE2457  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FE2457  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE2457
 FE2457  HORZ ORDER  -  THIRD
 FE2457
 FE2457.The horizontal coordinates were established by classical geodetic methods
 FE2457.and adjusted by the National Geodetic Survey in April 1999..
 FE2457
 FE2457.The orthometric height was scaled from a topographic map.
 FE2457
 FE2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2457
 FE2457.The geoid height was determined by GEOID03.
 FE2457
 FE2457;                    North         East     Units Scale Factor Converg.
 FE2457;SPC TN       -   177,970.373   293,670.845   MT  0.99994887   -1 59 12.3
 FE2457;SPC TN       -   583,891.13    963,485.10   sFT  0.99994887   -1 59 12.3
 FE2457;UTM  16      - 3,974,342.575   283,949.673   MT  1.00017520   -1 24 13.4
 FE2457
 FE2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2457!SPC TN       -   0.99998979  x   0.99994887  =   0.99993866
 FE2457!UTM  16      -   0.99998979  x   1.00017520  =   1.00016499
 FE2457
 FE2457|---------------------------------------------------------------------|
 FE2457| PID    Reference Object                     Distance      Geod. Az  |
 FE2457|                                                           dddmmss.s |
 FE2457| CG3138 APCO RM 1                            11.382 METERS 02328     |
 FE2457| FE0925 APCO AZ MK                                         1813958.4 |
 FE2457| FE2454 HALLS MUNICIPAL TANK                APPROX. 1.7 KM 1833527.9 |
 FE2457| FE2460 HALLS STACK                         APPROX. 1.8 KM 2551221.4 |
 FE2457| CG3139 APCO RM 2                            21.206 METERS 26318     |
 FE2457|---------------------------------------------------------------------|
 FE2457
 FE2457                          SUPERSEDED SURVEY CONTROL
 FE2457
 FE2457  NAD 83(1995)-  35 53 22.32204(N)    089 23 36.98358(W) AD(       ) 3
 FE2457  NAD 83(1986)-  35 53 22.32809(N)    089 23 36.98285(W) AD(       ) 3
 FE2457  NAD 27      -  35 53 22.06230(N)    089 23 36.72210(W) AD(       ) 3
 FE2457
 FE2457.Superseded values are not recommended for survey control.
 FE2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2457.See file dsdata.txt to determine how the superseded data were derived.
 FE2457
 FE2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8395074343(NAD 83)
 FE2457_MARKER: DS = TRIANGULATION STATION DISK
 FE2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2457_STAMPING: APCO 1959
 FE2457_MARK LOGO: CGS   
 FE2457_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2457
 FE2457  HISTORY     - Date     Condition        Report By
 FE2457  HISTORY     - 1959     MONUMENTED       CGS
 FE2457  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE2457  HISTORY     - 20000405 GOOD             NGS
 FE2457
 FE2457                          STATION DESCRIPTION
 FE2457
 FE2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2457'THE STATION IS ABOUT 0.8 MILE NORTH OF THE TOWN OF HALLS AND 5.5
 FE2457'MILES SOUTH OF FOUR POINTS, IN THE EAST RIGHT-OF- WAY OF U.S.
 FE2457'HIGHWAY 51. IT IS 4O FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 51,
 FE2457'46 FEET WEST OF THE WEST RAIL OF THE ILLINOIS CENTERAL
 FE2457'RAILROAD TRACKS, 39 FEET SOUTHWEST OF A POWER POLE, 38 FEET SOUTHWEST
 FE2457'OF A WHITE WITNESS POST, AND 226 FEET SOUTHEAST OF THE
 FE2457'NORTHEAST CORNER OF A BRICK REA BUILDING. THE MONUMENT IS FLUSH AND
 FE2457'THE DISK IS STAMPED APCO 1959.
 FE2457'
 FE2457'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2457'HIGHWAY 88 IN HALLS*, GO NORTH ON HIGHWAY 51 FOR 0.8 MILE TO
 FE2457'THE STATION ON THE RIGHT.
 FE2457'
 FE2457'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON HIGHWAY 88
 FE2457'WHICH IS TIGRETT STREET FOR 0.1 MILE ACROSS THE ILLINOIS
 FE2457'CENTRAL RAILROAD TRACKS TO KELTNER STREET. TURN LEFT AND GO NORTH ON
 FE2457'KELTNER STREET FOR 0.1 MILE TO AZIMUTH MARK ON THE LEFT.
 FE2457'
 FE2457'REFERENCE MARK 1 IS 1 FOOT WEST OF A WHITE WITNESS POST, 4 FEET WEST
 FE2457'OF A POWER POLE, 54 FEET EAST OF THE CENTERLINE OF
 FE2457'U.S. HIGHWAY 51, AND 33 FEET WEST OF THE WEST RAIL OF THE ILLINOIS
 FE2457'CENTRAL RAILROAD TRACKS. THE MONUMENT PROJECTS 1 INCH AND
 FE2457'THE DISK IS STAMPED APCO NO 1 1959.
 FE2457'
 FE2457'REFERENCE MARK 2 IS 26 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 FE2457'51, 3 FEET NORTHWEST OF A POWER POLE, AND 8 FEET EAST OF A
 FE2457'4 INCH CONCRETE CURB. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2457'APCO NO 2 1959.
 FE2457'
 FE2457'THE AZIMUTH MARK IS 1 FOOT NORTH OF A GREEN RAILROAD BUILDING, 45
 FE2457'FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL
 FE2457'RAILROAD TRACKS, 15 FEET WEST OF THE CENTERLINE OF KELTNER STREET,
 FE2457'AND 2 FEET WEST OF A WHITE WITNESS POST. THE MONUMENT
 FE2457'PROJECTS 1 INCH AND THE DISK IS STAMPED APCO 1959.
 FE2457'
 FE2457'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FE2457
 FE2457                          STATION RECOVERY (1974)
 FE2457
 FE2457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE2457'THE STATION AND REFERENCE MARKS WERE NOT LEVELED OVER DURING THE
 FE2457'1974 RELEVELING BECAUSE THEY WERE NOT NEAR THE PRESENT LINE.  THE
 FE2457'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND LEVELED OVER.
 FE2457'
 FE2457'TO REACH GO 0.1 MILE EAST ALONG TIGRETT STREET FROM THE BAPTIST
 FE2457'CHURCH AT HALLS, THENCE 0.1 MILE NORTH ALONG KELTNER STREET.
 FE2457'
 FE2457'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED APCO 1959.
 FE2457'43.5 FEET WEST OF THE CENTER LINE OF THE STFEET, 15 FEET EAST OF
 FE2457'THE EAST RAIL OF A RAILROAD TRACK, 1.4 FEET NORTH OF A RAILROAD
 FE2457'BUILDING, 2.2 FEET WEST OF A WITNESS POST, IN A CONCRETE POST.
 FE2457'
 FE2457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILES NORTH
 FE2457'OF HALLS.
 FE2457
 FE2457                          STATION RECOVERY (2000)
 FE2457
 FE2457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 FE2457'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0925 ***********************************************************************
 FE0925  DESIGNATION -  APCO AZ MK
 FE0925  PID         -  FE0925
 FE0925  STATE/COUNTY-  TN/LAUDERDALE
 FE0925  USGS QUAD   -  FOWLKES (1983)
 FE0925
 FE0925                         *CURRENT SURVEY CONTROL
 FE0925  ___________________________________________________________________
 FE0925* NAD 83(1986)-  35 52 42.     (N)    089 23 38.     (W)     SCALED    
 FE0925* NAVD 88     -        93.316  (meters)     306.15   (feet)  ADJUSTED  
 FE0925  ___________________________________________________________________
 FE0925  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0925  DYNAMIC HT  -          93.237 (meters)     305.90  (feet)  COMP
 FE0925  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 FE0925
 FE0925  VERT ORDER  -  FIRST     CLASS I
 FE0925
 FE0925.The horizontal coordinates were scaled from a topographic map and have
 FE0925.an estimated accuracy of +/- 6 seconds.
 FE0925
 FE0925.The orthometric height was determined by differential leveling
 FE0925.and adjusted by the National Geodetic Survey in June 1991..
 FE0925
 FE0925.The geoid height was determined by GEOID03.
 FE0925
 FE0925.The dynamic height is computed by dividing the NAVD 88
 FE0925.geopotential number by the normal gravity value computed on the
 FE0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0925.degrees latitude (g = 980.6199 gals.).
 FE0925
 FE0925.The modeled gravity was interpolated from observed gravity values.
 FE0925
 FE0925;                    North         East    Units  Estimated Accuracy
 FE0925;SPC TN       -   176,730.      293,600.      MT  (+/- 180 meters Scaled)
 FE0925
 FE0925                          SUPERSEDED SURVEY CONTROL
 FE0925
 FE0925  NGVD 29 (??/??/??)   93.260  (m)          305.97   (f) ADJUSTED    1 1
 FE0925
 FE0925.Superseded values are not recommended for survey control.
 FE0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0925.See file dsdata.txt to determine how the superseded data were derived.
 FE0925
 FE0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE838731(NAD 83)
 FE0925_MARKER: DZ = AZIMUTH MARK DISK
 FE0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0925_STAMPING: APCO 1959
 FE0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0925+STABILITY: SURFACE MOTION
 FE0925
 FE0925  HISTORY     - Date     Condition        Report By
 FE0925  HISTORY     - 1959     MONUMENTED       CGS
 FE0925  HISTORY     - 1974     GOOD             NGS
 FE0925  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0925
 FE0925                          STATION DESCRIPTION
 FE0925
 FE0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0925'AT HALLS.
 FE0925'AT HALLS, 0.1 MILE EAST ALONG TIGRETT STREET FROM THE FIRST
 FE0925'BAPTIST CHURCH, THENCE 0.1 MILE NORTH ALONG KELTNER STREET, SET
 FE0925'ON THE NORTH SIDE OF THE MOST NORTHERLY ONE OF TWO RAILROAD
 FE0925'BUILDINGS ON THE EAST SIDE OF THE ILLINOIS CENTRAL RAILROAD
 FE0925'TRACK, 43.5 FEET WEST OF THE CENTER LINE OF KELTNER STREET, 15
 FE0925'FEET EAST OF THE EAST RAIL OF THE TRACKS, 1.4 FEET NORTH OF A
 FE0925'GREEN RAILROAD BUILDING, 2.2 FEET WEST OF A WHITE WOODEN WITNESS
 FE0925'POST, ABOUT LEVEL WITH THE RAILROAD TRACKS, 2 FEET ABOVE STREET
 FE0925'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 FE0925
 FE0925                          STATION RECOVERY (2002)
 FE0925
 FE0925'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2430 ***********************************************************************
 GB2430  CBN         -  This is a Cooperative Base Network Control Station.
 GB2430  DESIGNATION -  APPLE RESET
 GB2430  PID         -  GB2430
 GB2430  STATE/COUNTY-  TN/PUTNAM
 GB2430  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB2430
 GB2430                         *CURRENT SURVEY CONTROL
 GB2430  ___________________________________________________________________
 GB2430* NAD 83(1995)-  36 10 48.11906(N)    085 48 10.29046(W)     ADJUSTED  
 GB2430* NAVD 88     -       332.5    (meters)    1091.     (feet)  VERTCON   
 GB2430  ___________________________________________________________________
 GB2430  X           -     377,248.053 (meters)                     COMP
 GB2430  Y           -  -5,140,652.195 (meters)                     COMP
 GB2430  Z           -   3,744,513.323 (meters)                     COMP
 GB2430  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 GB2430  ELLIP HEIGHT-         302.75  (meters)          (04/12/99) GPS OBS
 GB2430  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GB2430
 GB2430  HORZ ORDER  -  B
 GB2430  ELLP ORDER  -  FOURTH    CLASS I
 GB2430
 GB2430.The horizontal coordinates were established by GPS observations
 GB2430.and adjusted by the National Geodetic Survey in April 1999..
 GB2430
 GB2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2430
 GB2430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2430
 GB2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2430
 GB2430.The ellipsoidal height was determined by GPS observations
 GB2430.and is referenced to NAD 83.
 GB2430
 GB2430.The geoid height was determined by GEOID03.
 GB2430
 GB2430;                    North         East     Units Scale Factor Converg.
 GB2430;SPC TN       -   204,909.071   617,733.915   MT  0.99996658   +0 06 55.5
 GB2430;SPC TN       -   672,272.51  2,026,682.02   sFT  0.99996658   +0 06 55.5
 GB2430;UTM  16      - 4,004,581.015   607,652.147   MT  0.99974279   +0 42 24.4
 GB2430
 GB2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2430!SPC TN       -   0.99995249  x   0.99996658  =   0.99991907
 GB2430!UTM  16      -   0.99995249  x   0.99974279  =   0.99969529
 GB2430
 GB2430:                Primary Azimuth Mark                     Grid Az
 GB2430:SPC TN       -  COOKEVILLE SMALL MUNICIPAL TK            091 54 25.6
 GB2430:UTM  16      -  COOKEVILLE SMALL MUNICIPAL TK            091 18 56.7
 GB2430
 GB2430|---------------------------------------------------------------------|
 GB2430| PID    Reference Object                     Distance      Geod. Az  |
 GB2430|                                                           dddmmss.s |
 GB2430| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX.25.8 KM 0920121.1 |
 GB2430| CG5471 APPLE RM 1                           22.135 METERS 28158     |
 GB2430| CG5474 APPLE RM 4                                         30634     |
 GB2430| CG5470 APPLE AZ MK                                        3205437.4 |
 GB2430| CG5472 APPLE RM 2                           20.440 METERS 35359     |
 GB2430| CG5473 APPLE RM 3                                         35400     |
 GB2430|---------------------------------------------------------------------|
 GB2430
 GB2430                          SUPERSEDED SURVEY CONTROL
 GB2430
 GB2430  NAD 83(1995)-  36 10 48.12138(N)    085 48 10.29481(W) AD(       ) B
 GB2430  ELLIP H (09/07/90)  302.69   (m)                       GP(       ) 4 1
 GB2430  NAD 83(1986)-  36 10 48.13157(N)    085 48 10.29013(W) AD(       ) 1
 GB2430  NAD 27      -  36 10 47.91900(N)    085 48 10.33300(W) AD(       ) 1
 GB2430  NGVD 29 (09/07/90)  332.6    (m)         1091.     (f) GPS OBS        
 GB2430
 GB2430.Superseded values are not recommended for survey control.
 GB2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2430.See file dsdata.txt to determine how the superseded data were derived.
 GB2430
 GB2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0765204581(NAD 83)
 GB2430_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GB2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2430_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2430_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2430+STABILITY: SURFACE MOTION
 GB2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2430+SATELLITE: SATELLITE OBSERVATIONS - 1987
 GB2430
 GB2430  HISTORY     - Date     Condition        Report By
 GB2430  HISTORY     - 1882     MONUMENTED       CGS
 GB2430  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GB2430  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GB2430  HISTORY     - 1960     GOOD             CGS
 GB2430  HISTORY     - 1987     GOOD             AEROS
 GB2430
 GB2430                          STATION DESCRIPTION
 GB2430
 GB2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (AHB)
 GB2430'ABOUT 2.7 MILES FROM CHESTNUT MOUND, IN OPEN FIELD OWNED BY M.T.
 GB2430'ROBINSON. TO REACH FROM CROSSROADS IN FRONT OF METHODIST
 GB2430'CHURCH AT BAXTER, TAKE GRAVEL ROAD NORTH 1.1 MILES, TURN LEFT ONTO
 GB2430'STATE ROUTE 24 AT BYERS SERVICE STATION AND GO 9.95 MILES TO HOME
 GB2430'OF M.T. ROBINSON WHICH IS 0.07 MILE EAST OF POINT WHERE SMITH-PUTNAM
 GB2430'COUNTY LINE CROSSES ROUTE 24. STATION IS 100 METERS (328 FEET)
 GB2430'SOUTH OF CHESTNUT MOUNT-COOKEVILLE HIGHWAY AND 200 METERS (656 FEET)
 GB2430'FROM MR. ROBINSONS HOUSE.
 GB2430'
 GB2430'SURFACE MARK IS INTERSECTION OF TWO NORTH-SOUTH AND EAST-WEST GROOVES
 GB2430'SURROUNDED BY LETTERS U. S. C. S. CUT IN TOP OF STONE POST, 8
 GB2430'INCHES SQUARE BY 3-1/2 FEET LONG, WITH TOP PROJECTING 4 INCHES ABOVE
 GB2430'GROUND. UNDERGROUND MARK IS CENTER OF MOUTH OF INK JUG FILLED WITH
 GB2430'ASHES, WITH TOP ABOUT 3-1/2 FEET BELOW SURFACE OF GROUND.
 GB2430
 GB2430                          STATION RECOVERY (1934)
 GB2430
 GB2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GB2430'IN 1925
 GB2430'SURFACE MARK WAS FOUND OUT OF PLACE, BUT UNDERGROUND MARK WAS
 GB2430'RECOVERED IN GOOD CONDITION. NEW SURFACE MARK (1925) IS U. S.
 GB2430'GEOLOGICAL SURVEY STANDARD DISK STATION MARK SET IN ORIGINAL STONE
 GB2430'POST. STATION WAS RECOVERED IN 1934 IN GOOD CONDITION, AND TWO
 GB2430'STANDARD REFERENCE DISKS WERE ESTABLISHED IN CONCRETE. NO.
 GB2430'1 IS 22.13 METERS (72.6 FEET), N. 80-1/2 DEG. W FROM STATION.
 GB2430'NO. 2 IS 20.49 METERS (67.2 FEET) N. 7 DEG. W. FROM STATION.
 GB2430
 GB2430                          STATION RECOVERY (1950)
 GB2430
 GB2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2430'STATION WAS RECOVERED AND REFERENCE MARKS NO. 1 AND 2 WERE FOUND IN
 GB2430'GOOD CONDITION. STATION SURFACE MARK (WHICH WAS A USGS BENCH MARK
 GB2430'DISK STAMPED APPLE USC AND GS 1882 1934) HAD BEEN MOVED AND WAS IN
 GB2430'DANGER OF BEING DESTROYED.  THE UNDERGROUND MARK WAS RECOVERED
 GB2430'IN GOOD CONDITION. THIS POINT WAS HELD AND A NEW UNDERGROUND AND
 GB2430'SURFACE MARK WERE SET BY THIS PARTY. REFERENCE MARKS NO. 1 AND 2 WERE
 GB2430'REMOVED AT THE OWNERS REQUEST AND REFERENCE MARKS NO. 3 AND 4 WERE
 GB2430'SET BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GB2430'
 GB2430'STATION IS LOCATED ON THE SOUTH SIDE OF U.S.HIGHWAY 70N ABOUT 2 MILES
 GB2430'SOUTHEAST OF CHESTNUT MOUND AND 9 MILES WEST OF BAXTER IN A
 GB2430'CULTIVATED FIELD OWNED BY A.B.ROBINSON. IT IS 393 FEET SOUTH OF THE
 GB2430'CENTER OF THE HIGHWAY AND 345 FEET SOUTHEAST OF THE ENTRANCE OF
 GB2430'THE LANE TO THE FIELD. THE MARK IS 14 INCHES BELOW THE SURFACE OF THE
 GB2430'GROUND AND THE DISK IS STAMPED APPLE 1882 1950.
 GB2430'
 GB2430'REFERENCE MARK NO. 3 IS 74 FEET EAST OF A POWER POLE AND 35 FEET
 GB2430'SOUTH OF THE CENTER OF THE HIGHWAY. THE MARK PROJECTS ABOUT 2
 GB2430'INCHES AND THE DISK IS STAMPED APPLE NO. 3 1950.
 GB2430'
 GB2430'REFERENCE MARK NO. 4 IS AT THE ENTRANCE OF THE LANE TO THE FIELD. IT
 GB2430'IS 4 FEET EAST OF A FENCELINE AND 1.5 FEET NORTH OF A WHITE
 GB2430'WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GB2430'STAMPED APPLE NO. 4 1950.
 GB2430'
 GB2430'AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 70N, 4
 GB2430'FEET SOUTH OF A TELEPHONE POLE, 4 FEET EAST OF A FENCE CORNER
 GB2430'AND 3 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GB2430'ABOUT 6 INCHES AND THE DISK IS STAMPED APPLE 1950.
 GB2430'
 GB2430'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE
 GB2430'HIGHWAY 53 IN CHESTNUT MOUND, GO SOUTHEAST ON HIGHWAY 70N FOR
 GB2430'2.25 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON
 GB2430'THE HIGHWAY FOR 0.3 MILE TO A DRIVEWAY ON THE WEST SIDE OF MR.
 GB2430'ROBINSONS HOUSE, TURN RIGHT AND GO TO A GATE IN THE BARN YARD, PASS
 GB2430'THROUGH GATE AND GO ABOUT 75 FEET TO ANOTHER GATE ON THE LEFT,
 GB2430'TURN LEFT, PASS THROUGH GATE AND FOLLOW LANE ABOUT 0.05 MILE TO THE
 GB2430'EDGE OF THE FIELD AND STATION AS DESCRIBED.
 GB2430'
 GB2430'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GB2430
 GB2430                          STATION RECOVERY (1960)
 GB2430
 GB2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2430'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2, NO. 3, NO. 4 AND THE
 GB2430'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GB2430'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WHICH WERE REPORTED
 GB2430'DESTROYED IN THE 1950 DESCRIPTION ARE IN THEIR ORIGINAL LOCATION.
 GB2430'A DISCREPANCY WAS FOUND IN THE MEASUREMENT OF REFERENCE MARK NO. 4.
 GB2430'
 GB2430'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GB2430'
 GB2430'THE STATION IS LOCATED ON THE PROPERTY OF MR. WILSON CROOK, ABOUT 2
 GB2430'MILES SOUTHEAST OF CHESTNUT MOUND, AND IN A CULTIVATED FIELD
 GB2430'JUST SOUTH OF U.S. HIGHWAY 70N.
 GB2430'
 GB2430'TO REACH THE STATION FROM THE POST OFFICE IN CHESTNUT MOUND, GO
 GB2430'SOUTHEAST, ON U.S. HIGHWAY 70N FOR 2.3 MILES TO THE AZIMUTH MARK
 GB2430'ON THE RIGHT. PROCEED EASTERLY, FOR 0.4 MILE TO A DIM FIELD ROAD ON
 GB2430'THE RIGHT. TURN SHARP RIGHT, ENTER FIELD, AND GO SOUTHWEST FOR
 GB2430'0.1 MILE TO HIGHEST POINT IN CULTIVATED FIELD AND THE STATION.
 GB2430'
 GB2430'THE STATION MARK IS A STANDARD DISK, STAMPED APPLE 1882-1950, SET IN
 GB2430'A CONCRETE MONUMENT, AND SET 14 INCHES BELOW THE SURFACE. IT IS
 GB2430'393 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70N AND 262 FEET
 GB2430'SOUTHEAST OF THE SOUTHEAST CORNER POST OF A BARN LOT.
 GB2430'
 GB2430'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED APPLE NO. 1 1934,
 GB2430'SET IN A CONCRETE MONUMENT, AND PROJECTS 4 INCHES.  IT IS 151 FEET
 GB2430'SOUTHEAST OF THE SOUTHEAST CORNER POST OF THE BARN LOT.
 GB2430'
 GB2430'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED APPLE NO. 2 1934,
 GB2430'SET IN A CONCRETE MONUMENT, AND PROJECTS 3 INCHES.  IT IS 178 FEET
 GB2430'EAST OF THE SOUTHEAST CORNER POST OF THE BARN LOT.
 GB2430'
 GB2430'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GB2430'82.2 FEET.
 GB2430'
 GB2430'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED APPLE NO. 3 1950,
 GB2430'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 73 FEET EAST OF A
 GB2430'POWER LINE POLE AND 35 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70N.
 GB2430'
 GB2430'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED APPLE NO. 4 1950,
 GB2430'SET IN A CONCRETE MONUMENT, AND PROJECTS 8 INCHES. IT IS 17 FEET WEST
 GB2430'OF THE SOUTHWEST CORNER OF THE BARN. 3 FEET NORTHEAST OF A T-FENCE
 GB2430'CORNER POST, AND 2 FEET EAST OF A WIRE FENCE.
 GB2430'
 GB2430'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED APPLE 1950, SET IN A
 GB2430'CONCRETE MONUMENT, AND PROJECTS 4 INCHES. IT IS 37 FEET NORTHEAST
 GB2430'OF A POWER LINE POLE, 29 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GB2430'70N, 4 FEET SOUTH OF A TELEPHONE POLE, 3 FEET NORTH OF A WIRE FENCE,
 GB2430'AND 1.1 FEET NORTHEAST OF A WITNESS SIGN.
 GB2430
 GB2430                          STATION RECOVERY (1987)
 GB2430
 GB2430'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 GB2430'THE STATION WAS RECOVERED AT THIS DATE.
 GB2430'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0407 ***********************************************************************
 FC0407  DESIGNATION -  AR 90
 FC0407  PID         -  FC0407
 FC0407  STATE/COUNTY-  TN/BRADLEY
 FC0407  USGS QUAD   -  CHARLESTON (1980)
 FC0407
 FC0407                         *CURRENT SURVEY CONTROL
 FC0407  ___________________________________________________________________
 FC0407* NAD 83(1986)-  35 17 13.     (N)    084 45 28.     (W)     SCALED    
 FC0407* NAVD 88     -       209.614  (meters)     687.71   (feet)  ADJUSTED  
 FC0407  ___________________________________________________________________
 FC0407  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0407  DYNAMIC HT  -         209.409 (meters)     687.04  (feet)  COMP
 FC0407  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0407
 FC0407  VERT ORDER  -  FIRST     CLASS I
 FC0407
 FC0407.The horizontal coordinates were scaled from a topographic map and have
 FC0407.an estimated accuracy of +/- 6 seconds.
 FC0407
 FC0407.The orthometric height was determined by differential leveling
 FC0407.and adjusted by the National Geodetic Survey in June 1991..
 FC0407
 FC0407.The geoid height was determined by GEOID03.
 FC0407
 FC0407.The dynamic height is computed by dividing the NAVD 88
 FC0407.geopotential number by the normal gravity value computed on the
 FC0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0407.degrees latitude (g = 980.6199 gals.).
 FC0407
 FC0407.The modeled gravity was interpolated from observed gravity values.
 FC0407
 FC0407;                    North         East    Units  Estimated Accuracy
 FC0407;SPC TN       -   106,520.      713,000.      MT  (+/- 180 meters Scaled)
 FC0407
 FC0407                          SUPERSEDED SURVEY CONTROL
 FC0407
 FC0407  NGVD 29 (??/??/92)  209.650  (m)          687.83   (f) ADJ UNCH    1 1
 FC0407
 FC0407.Superseded values are not recommended for survey control.
 FC0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0407.See file dsdata.txt to determine how the superseded data were derived.
 FC0407
 FC0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE039071(NAD 83)
 FC0407_MARKER: DD = SURVEY DISK
 FC0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0407_SP_SET: CULVERT
 FC0407_STAMPING: AR 90
 FC0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0407
 FC0407  HISTORY     - Date     Condition        Report By
 FC0407  HISTORY     - UNK      MONUMENTED       TVA
 FC0407  HISTORY     - 1968     GOOD             NGS
 FC0407
 FC0407                          STATION DESCRIPTION
 FC0407
 FC0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0407'AT CHARLESTON.
 FC0407'AT CHARLESTON, ABOUT 0.15 MILE NORTHWEST ALONG A BLACKTOP STREET
 FC0407'FROM THE SOUTHERN RAILWAY STATION, THENCE 0.1 MILE SOUTHWEST
 FC0407'ALONG A BLACKTOP STREET, ALSO ABOUT 0.25 MILES NORTHEAST ALONG
 FC0407'U.S. HIGHWAY 11 FROM THE CHARLESTON SCHOOL, THENCE ABOUT 0.1 MILE
 FC0407'SOUTHEAST ALONG A BLACKTOP STREET, SET IN THE TOP AND DIRECTLY
 FC0407'IN THE CENTER OF THE NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE
 FC0407'BOX CULVERT UNDER THE STREET LEADING NORTHEAST, 27 FEET NORTHEAST
 FC0407'OF THE CENTER LINE OF THE STREET LEADING NORTHWEST, 15 1/2 FEET
 FC0407'NORTHWEST OF THE CENTER LINE OF THE STREET LEADING NORTHEAST
 FC0407'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0583 ***********************************************************************
 FC0583  DESIGNATION -  AR 91
 FC0583  PID         -  FC0583
 FC0583  STATE/COUNTY-  TN/BRADLEY
 FC0583  USGS QUAD   -  CHARLESTON (1980)
 FC0583
 FC0583                         *CURRENT SURVEY CONTROL
 FC0583  ___________________________________________________________________
 FC0583* NAD 83(1986)-  35 17 11.     (N)    084 45 19.     (W)     SCALED    
 FC0583* NAVD 88     -       209.689  (meters)     687.95   (feet)  ADJUSTED  
 FC0583  ___________________________________________________________________
 FC0583  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0583  DYNAMIC HT  -         209.484 (meters)     687.28  (feet)  COMP
 FC0583  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 FC0583
 FC0583  VERT ORDER  -  FIRST     CLASS I
 FC0583
 FC0583.The horizontal coordinates were scaled from a topographic map and have
 FC0583.an estimated accuracy of +/- 6 seconds.
 FC0583
 FC0583.The orthometric height was determined by differential leveling
 FC0583.and adjusted by the National Geodetic Survey in June 1991..
 FC0583
 FC0583.The geoid height was determined by GEOID03.
 FC0583
 FC0583.The dynamic height is computed by dividing the NAVD 88
 FC0583.geopotential number by the normal gravity value computed on the
 FC0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0583.degrees latitude (g = 980.6199 gals.).
 FC0583
 FC0583.The modeled gravity was interpolated from observed gravity values.
 FC0583
 FC0583;                    North         East    Units  Estimated Accuracy
 FC0583;SPC TN       -   106,460.      713,230.      MT  (+/- 180 meters Scaled)
 FC0583
 FC0583                          SUPERSEDED SURVEY CONTROL
 FC0583
 FC0583  NGVD 29 (??/??/92)  209.725  (m)          688.07   (f) ADJ UNCH    1 1
 FC0583
 FC0583.Superseded values are not recommended for survey control.
 FC0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0583.See file dsdata.txt to determine how the superseded data were derived.
 FC0583
 FC0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE041071(NAD 83)
 FC0583_MARKER: DD = SURVEY DISK
 FC0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0583_SP_SET: CULVERT
 FC0583_STAMPING: AR 91
 FC0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0583
 FC0583  HISTORY     - Date     Condition        Report By
 FC0583  HISTORY     - UNK      MONUMENTED       TVA
 FC0583  HISTORY     - 1968     GOOD             NGS
 FC0583
 FC0583                          STATION DESCRIPTION
 FC0583
 FC0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0583'AT CHARLESTON.
 FC0583'AT CHARLESTON, ABOUT 0.1 MILE NORTHWEST ALONG A BLACKTOP
 FC0583'STREET FROM THE SOUTHERN RAILWAY STATION, ABOUT 75 YARDS
 FC0583'NORTHWEST OF THE FIRST STREET INTERSECTION NORTHWEST OF THE
 FC0583'STATION, SET IN THE TOP AND NEAR THE CENTER OF THE SOUTHWEST
 FC0583'HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT OVER THE OUTLET TO A
 FC0583'SMALL LAKE, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET
 FC0583'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE STREET.  NOTE-- THIS MARK
 FC0583'WAS ORIGINALLY PUBLISHED AS AR 97 TVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0408 ***********************************************************************
 FC0408  DESIGNATION -  AR 92
 FC0408  PID         -  FC0408
 FC0408  STATE/COUNTY-  TN/BRADLEY
 FC0408  USGS QUAD   -  CHARLESTON (1980)
 FC0408
 FC0408                         *CURRENT SURVEY CONTROL
 FC0408  ___________________________________________________________________
 FC0408* NAD 83(1986)-  35 17 11.     (N)    084 45 19.     (W)     SCALED    
 FC0408* NAVD 88     -       210.208  (meters)     689.66   (feet)  ADJUSTED  
 FC0408  ___________________________________________________________________
 FC0408  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0408  DYNAMIC HT  -         210.003 (meters)     688.98  (feet)  COMP
 FC0408  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 FC0408
 FC0408  VERT ORDER  -  FIRST     CLASS I
 FC0408
 FC0408.The horizontal coordinates were scaled from a topographic map and have
 FC0408.an estimated accuracy of +/- 6 seconds.
 FC0408
 FC0408.The orthometric height was determined by differential leveling
 FC0408.and adjusted by the National Geodetic Survey in June 1991..
 FC0408
 FC0408.The geoid height was determined by GEOID03.
 FC0408
 FC0408.The dynamic height is computed by dividing the NAVD 88
 FC0408.geopotential number by the normal gravity value computed on the
 FC0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0408.degrees latitude (g = 980.6199 gals.).
 FC0408
 FC0408.The modeled gravity was interpolated from observed gravity values.
 FC0408
 FC0408;                    North         East    Units  Estimated Accuracy
 FC0408;SPC TN       -   106,460.      713,230.      MT  (+/- 180 meters Scaled)
 FC0408
 FC0408                          SUPERSEDED SURVEY CONTROL
 FC0408
 FC0408  NGVD 29 (??/??/92)  210.244  (m)          689.78   (f) ADJ UNCH    1 1
 FC0408
 FC0408.Superseded values are not recommended for survey control.
 FC0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0408.See file dsdata.txt to determine how the superseded data were derived.
 FC0408
 FC0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE041071(NAD 83)
 FC0408_MARKER: DD = SURVEY DISK
 FC0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0408_SP_SET: CULVERT
 FC0408_STAMPING: AR 92
 FC0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0408
 FC0408  HISTORY     - Date     Condition        Report By
 FC0408  HISTORY     - UNK      MONUMENTED       TVA
 FC0408  HISTORY     - 1968     GOOD             NGS
 FC0408
 FC0408                          STATION DESCRIPTION
 FC0408
 FC0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0408'AT CHARLESTON.
 FC0408'AT CHARLESTON, ABOUT 100 YARDS NORTH OF THE NORTH CORNER OF THE
 FC0408'SOUTHERN RAILWAY STATION, ABOUT 70 YARDS EAST OF BENCH MARK
 FC0408'AR 91 (TVA) DESCRIBED, IN THE NORTH CORNER OF THE FIRST STREET
 FC0408'INTERSECTION NORTHWEST OF THE STATION, SET IN THE TOP AND NEAR
 FC0408'THE CENTER OF THE NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE BOX
 FC0408'CULVERT UNDER THE STREET LEADING NORTHEAST, 33 FEET NORTHEAST
 FC0408'OF THE CENTER LINE OF THE STREET LEADING NORTHWEST, 31 FEET
 FC0408'NORTHWEST OF THE CENTER LINE OF THE STREET LEADING NORTHEAST,
 FC0408'ABOUT 2 FEET BELOW THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2488 ***********************************************************************
 GB2488  DESIGNATION -  ARCHER
 GB2488  PID         -  GB2488
 GB2488  STATE/COUNTY-  TN/CAMPBELL
 GB2488  USGS QUAD   -  JELLICO EAST (1982)
 GB2488
 GB2488                         *CURRENT SURVEY CONTROL
 GB2488  ___________________________________________________________________
 GB2488* NAD 83(1995)-  36 33 34.14749(N)    084 07 25.37039(W)     ADJUSTED  
 GB2488* NAVD 88     -       626.3    (meters)    2055.     (feet)  VERTCON   
 GB2488  ___________________________________________________________________
 GB2488  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 GB2488  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB2488
 GB2488  HORZ ORDER  -  SECOND
 GB2488
 GB2488.The horizontal coordinates were established by classical geodetic methods
 GB2488.and adjusted by the National Geodetic Survey in April 1999..
 GB2488
 GB2488.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2488
 GB2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2488
 GB2488.The geoid height was determined by GEOID03.
 GB2488
 GB2488;                    North         East     Units Scale Factor Converg.
 GB2488;SPC TN       -   248,607.333   767,964.346   MT  1.00002845   +1 05 54.4
 GB2488;SPC TN       -   815,639.23  2,519,563.03   sFT  1.00002845   +1 05 54.4
 GB2488;SPC KY1Z     - 1,026,369.598 1,645,606.091   MT  1.00016646   +0 59 54.5
 GB2488;SPC KY1Z     - 3,367,347.59  5,398,959.32   sFT  1.00016646   +0 59 54.5
 GB2488;SPC KY S     -   526,350.209   645,587.292   MT  1.00003610   +0 59 10.6
 GB2488;SPC KY S     - 1,726,867.31  2,118,064.31   sFT  1.00003610   +0 59 10.6
 GB2488;UTM  16      - 4,049,857.089   757,421.053   MT  1.00041649   +1 42 51.2
 GB2488
 GB2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2488!SPC TN       -   0.99990641  x   1.00002845  =   0.99993486
 GB2488!SPC KY1Z     -   0.99990641  x   1.00016646  =   1.00007286
 GB2488!SPC KY S     -   0.99990641  x   1.00003610  =   0.99994251
 GB2488!UTM  16      -   0.99990641  x   1.00041649  =   1.00032287
 GB2488
 GB2488:                Primary Azimuth Mark                     Grid Az
 GB2488:SPC TN       -  HIGH                                     053 20 47.0
 GB2488:SPC KY1Z     -  HIGH                                     053 26 46.9
 GB2488:SPC KY S     -  HIGH                                     053 27 30.8
 GB2488:UTM  16      -  HIGH                                     052 43 50.2
 GB2488
 GB2488|---------------------------------------------------------------------|
 GB2488| PID    Reference Object                     Distance      Geod. Az  |
 GB2488|                                                           dddmmss.s |
 GB2488| GB2489 HIGH                                APPROX. 2.6 KM 0542641.4 |
 GB2488| DB8648 ARCHER RM 2                           5.441 METERS 10454     |
 GB2488| DB8647 ARCHER RM 1                           7.794 METERS 21804     |
 GB2488|---------------------------------------------------------------------|
 GB2488
 GB2488                          SUPERSEDED SURVEY CONTROL
 GB2488
 GB2488  NAD 83(1995)-  36 33 34.14745(N)    084 07 25.37072(W) AD(       ) 2
 GB2488  NAD 83(1995)-  36 33 34.15840(N)    084 07 25.37315(W) AD(       ) 2
 GB2488  NAD 83(1986)-  36 33 34.15934(N)    084 07 25.37231(W) AD(       ) 2
 GB2488  NAD 27      -  36 33 33.85610(N)    084 07 25.61190(W) AD(       ) 2
 GB2488  NGVD 29 (07/19/86)  626.4    (m)         2055.     (f) VERT ANG       
 GB2488
 GB2488.Superseded values are not recommended for survey control.
 GB2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2488.See file dsdata.txt to determine how the superseded data were derived.
 GB2488
 GB2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5742149857(NAD 83)
 GB2488_MARKER: DS = TRIANGULATION STATION DISK
 GB2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2488
 GB2488  HISTORY     - Date     Condition        Report By
 GB2488  HISTORY     - 1961     MONUMENTED       CGS
 GB2488
 GB2488                          STATION DESCRIPTION
 GB2488
 GB2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2488'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF JELLICO ON PINE
 GB2488'MOUNTAIN.
 GB2488'
 GB2488'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO WEST ON MAIN
 GB2488'STREET AND U.S.  HIGHWAY
 GB2488'25W FOR 0.15 MILE TO A TRAFFIC LIGHT AT A T
 GB2488'INTERSECTION, TURN RIGHT ON SOUTH
 GB2488'MAIN STREET AND CONTINUE ON ELK
 GB2488'VALLEY ROAD FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT JUST AFTER
 GB2488'CROSSING A SMALL CONCRETE BRIDGE, TURN LEFT AND GO 0.7 MILE TO A
 GB2488'FORK, KEEP RIGHT
 GB2488'AND GO 1.6 MILES TO THE TOP OF THE HILL AND A SIDE
 GB2488'ROAD ON THE LEFT, TURN LEFT AND
 GB2488'TAKE THE LEFT ONE OF TWO WOODS ROADS
 GB2488'AND GO 0.4 MILE TO A FORK, KEEP LEFT AND GO 0.3
 GB2488'MILE TO A FORK, KEEP
 GB2488'LEFT AND GO 0.4 MILE TO A TRIANGLE BLAZED OAK TREE ON THE RIGHT,
 GB2488'TURN RIGHT AND GO
 GB2488'20 YARDS TO A ROCK LEDGE ABOUT 5 FEET HIGH AND THE STATION.
 GB2488'
 GB2488'THE STATION IS 12 FEET SOUTHEAST OF A ROCK LEDGE, 7 FEET WEST OF A
 GB2488'TRIANGLE BLAZED OAK TREE
 GB2488'AND 3.7 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 GB2488'STANDARD TRAVERSE DISK, FLUSH, AND
 GB2488'IS STAMPED ARCHER 1961.
 GB2488'
 GB2488'REFERENCE MARK NO. 1 IS 22 FEET SOUTHWEST OF THE WITNESS POST AND 22
 GB2488'FEET NORTHEAST OF A
 GB2488'TRIANGLE BLAZED OAK TREE.  IT IS A STANDARD DISK,
 GB2488'FLUSH, AND IS STAMPED ARCHER NO 1 1961.
 GB2488'
 GB2488'REFERENCE MARK NO. 2 IS 12 FEET SOUTHEAST OF A TRIANGLE BLAZED OAK
 GB2488'TREE.  IT IS A STANDARD
 GB2488'DISK, FLUSH, AND IS STAMPED ARCHER NO 2 1961.
 GB2488'
 GB2488'TRAVERSE STATION HIGH WILL SERVE AS THE AZIMUTH MARK.
 GB2488'
 GB2488'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0458 ***********************************************************************
 FD0458  DESIGNATION -  ARD
 FD0458  PID         -  FD0458
 FD0458  STATE/COUNTY-  TN/GILES
 FD0458  USGS QUAD   -  ELKTON (1982)
 FD0458
 FD0458                         *CURRENT SURVEY CONTROL
 FD0458  ___________________________________________________________________
 FD0458* NAD 83(1995)-  35 00 31.63226(N)    086 52 46.48325(W)     ADJUSTED  
 FD0458* NAVD 88     -       199.468  (meters)     654.42   (feet)  ADJUSTED  
 FD0458  ___________________________________________________________________
 FD0458  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FD0458  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0458  DYNAMIC HT  -         199.279 (meters)     653.80  (feet)  COMP
 FD0458  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FD0458
 FD0458  HORZ ORDER  -  SECOND
 FD0458  VERT ORDER  -  SECOND    CLASS 0
 FD0458
 FD0458.The horizontal coordinates were established by classical geodetic methods
 FD0458.and adjusted by the National Geodetic Survey in April 1999..
 FD0458
 FD0458.The orthometric height was determined by differential leveling
 FD0458.and adjusted by the National Geodetic Survey in June 1991..
 FD0458
 FD0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0458
 FD0458.The geoid height was determined by GEOID03.
 FD0458
 FD0458.The dynamic height is computed by dividing the NAVD 88
 FD0458.geopotential number by the normal gravity value computed on the
 FD0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0458.degrees latitude (g = 980.6199 gals.).
 FD0458
 FD0458.The modeled gravity was interpolated from observed gravity values.
 FD0458
 FD0458;                    North         East     Units Scale Factor Converg.
 FD0458;SPC TN       -    75,303.786   519,710.417   MT  1.00005132   -0 30 53.8
 FD0458;SPC TN       -   247,059.17  1,705,083.26   sFT  1.00005132   -0 30 53.8
 FD0458;UTM  16      - 3,874,024.105   510,987.473   MT  0.99960149   +0 04 08.7
 FD0458
 FD0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0458!SPC TN       -   0.99997303  x   1.00005132  =   1.00002435
 FD0458!UTM  16      -   0.99997303  x   0.99960149  =   0.99957453
 FD0458
 FD0458|---------------------------------------------------------------------|
 FD0458| PID    Reference Object                     Distance      Geod. Az  |
 FD0458|                                                           dddmmss.s |
 FD0458| FD0457 ARD RM 1                             11.471 METERS 00041     |
 FD0458| FD0459 ARD RM 2                              8.240 METERS 09013     |
 FD0458| FD0455 ELLIOT                              APPROX. 1.0 KM 3515244.9 |
 FD0458|---------------------------------------------------------------------|
 FD0458
 FD0458                          SUPERSEDED SURVEY CONTROL
 FD0458
 FD0458  NAD 83(1995)-  35 00 31.63316(N)    086 52 46.48344(W) AD(       ) 2
 FD0458  NAD 83(1995)-  35 00 31.63645(N)    086 52 46.48538(W) AD(       ) 2
 FD0458  NAD 83(1986)-  35 00 31.63949(N)    086 52 46.48481(W) AD(       ) 2
 FD0458  NAD 27      -  35 00 31.34080(N)    086 52 46.47540(W) AD(       ) 2
 FD0458  NGVD 29 (??/??/92)  199.432  (m)          654.30   (f) ADJ UNCH    2 0
 FD0458
 FD0458.Superseded values are not recommended for survey control.
 FD0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0458.See file dsdata.txt to determine how the superseded data were derived.
 FD0458
 FD0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1098774024(NAD 83)
 FD0458_MARKER: DE = TRAVERSE STATION DISK
 FD0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0458_STAMPING: ARD 1960
 FD0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0458+STABILITY: SURFACE MOTION
 FD0458
 FD0458  HISTORY     - Date     Condition        Report By
 FD0458  HISTORY     - 1960     MONUMENTED       CGS
 FD0458  HISTORY     - 1960     GOOD             CGS
 FD0458
 FD0458                          STATION DESCRIPTION
 FD0458
 FD0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0458'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF ELKTON AND IN THE
 FD0458'MEDIAN OF U S HIGHWAY 31.
 FD0458'
 FD0458'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO SOUTHERLY ON
 FD0458'A HARD SURFACE ROAD FOR
 FD0458'0.3 MILE TO U S HIGHWAY 31.  TURN LEFT, SOUTHEAST,
 FD0458'ON U S HIGHWAY 31 AND GO 2.55 MILES
 FD0458'TO THE JUNCTION OF STATE HIGHWAY
 FD0458'7 AND U.S.  HIGHWAY 31.  KEEP RIGHT, SOUTH, ON U.S.
 FD0458'HIGHWAY 31 FOR
 FD0458'0.4 MILE TO THE STATION ON THE LEFT.
 FD0458'
 FD0458'THE STATION IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE MONUMENT,
 FD0458'STAMPED ARD 1960, AND SET
 FD0458'FLUSH.  IT IS 48 FEET WEST OF THE CENTER LINE OF
 FD0458'THE NORTH BOUND TRAFFIC LANES, 30
 FD0458'FEET EAST OF THE CENTER LINE OF THE
 FD0458'SOUTH BOUND TRAFFIC LANES, AND 2.3 FEET NORTHWEST OF
 FD0458'A WITNESS SIGN.
 FD0458'
 FD0458'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0458'STAMPED ARD NO 1 1960,
 FD0458'AND SET FLUSH.  IT IS 46 FEET WEST OF THE CENTER LINE
 FD0458'OF THE NORTH BOUND TRAFFIC LANES,
 FD0458'AND 32 FEET EAST OF THE CENTER LINE
 FD0458'OF THE SOUTH BOUND TRAFFIC LANES.
 FD0458'
 FD0458'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0458'STAMPED ARD NO 2
 FD0458'1960, AND SET FLUSH.  IT IS 21 FEET WEST OF THE
 FD0458'CENTER LINE OF THE NORTH BOUND
 FD0458'TRAFFIC LANES.
 FD0458'
 FD0458'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0458'46.2 FEET.
 FD0458'
 FD0458'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0458'STATION ELLIOT WILL SERVE
 FD0458'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0458'
 FD0458'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FD0458
 FD0458                          STATION RECOVERY (1960)
 FD0458
 FD0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0458'3.3 MI S FROM ELKTON.
 FD0458'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0458'STREET, THEN 3.2 MILES SOUTH ON U.S. HIGHWAY 31.  THE STATION
 FD0458'MARK IS 48 FT. WEST OF THE CENTER LINE OF THE NORTH BOUND
 FD0458'TRAFFIC LANES, 30 FT. EAST OF THE CENTER LINE OF THE SOUTH BOUND
 FD0458'TRAFFIC LANES, AND 2.3 FT. NORTHWEST OF A WITNESS SIGN.  THE
 FD0458'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0458'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0457 ***********************************************************************
 FD0457  DESIGNATION -  ARD RM 1
 FD0457  PID         -  FD0457
 FD0457  STATE/COUNTY-  TN/GILES
 FD0457  USGS QUAD   -  ELKTON (1982)
 FD0457
 FD0457                         *CURRENT SURVEY CONTROL
 FD0457  ___________________________________________________________________
 FD0457* NAD 83(1986)-  35 00 31.     (N)    086 52 46.     (W)     SCALED    
 FD0457* NAVD 88     -       199.497  (meters)     654.52   (feet)  ADJUSTED  
 FD0457  ___________________________________________________________________
 FD0457  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0457  DYNAMIC HT  -         199.308 (meters)     653.90  (feet)  COMP
 FD0457  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FD0457
 FD0457  VERT ORDER  -  SECOND    CLASS 0
 FD0457
 FD0457.The horizontal coordinates were scaled from a topographic map and have
 FD0457.an estimated accuracy of +/- 6 seconds.
 FD0457
 FD0457.The orthometric height was determined by differential leveling
 FD0457.and adjusted by the National Geodetic Survey in June 1991..
 FD0457
 FD0457.The geoid height was determined by GEOID03.
 FD0457
 FD0457.The dynamic height is computed by dividing the NAVD 88
 FD0457.geopotential number by the normal gravity value computed on the
 FD0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0457.degrees latitude (g = 980.6199 gals.).
 FD0457
 FD0457.The modeled gravity was interpolated from observed gravity values.
 FD0457
 FD0457;                    North         East    Units  Estimated Accuracy
 FD0457;SPC TN       -    75,280.      519,720.      MT  (+/- 180 meters Scaled)
 FD0457
 FD0457                          SUPERSEDED SURVEY CONTROL
 FD0457
 FD0457  NGVD 29 (??/??/92)  199.461  (m)          654.40   (f) ADJ UNCH    2 0
 FD0457
 FD0457.Superseded values are not recommended for survey control.
 FD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0457.See file dsdata.txt to determine how the superseded data were derived.
 FD0457
 FD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED110740(NAD 83)
 FD0457_MARKER: DR = REFERENCE MARK DISK
 FD0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0457_STAMPING: ARD NO 1 1960
 FD0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0457+STABILITY: SURFACE MOTION
 FD0457
 FD0457  HISTORY     - Date     Condition        Report By
 FD0457  HISTORY     - 1960     MONUMENTED       CGS
 FD0457
 FD0457                          STATION DESCRIPTION
 FD0457
 FD0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0457'3.3 MI S FROM ELKTON.
 FD0457'THIS MARK IS LOCATED AT THE ARD 1960 STATION SITE, 37.6 FT.
 FD0457'NORTH OF THE STATION MARK, 46 FT. WEST OF THE CENTER LINE OF THE
 FD0457'NORTH BOUND TRAFFIC LANES, AND 32 FT. EAST OF THE CENTER LINE
 FD0457'OF THE SOUTH BOUND TRAFFIC LANES.  THE DISK IS SET IN TOP OF
 FD0457'A CONCRETE POST THAT IS FLUSH WITH THE GROUND, AND ABOUT LEVEL
 FD0457'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0459 ***********************************************************************
 FD0459  DESIGNATION -  ARD RM 2
 FD0459  PID         -  FD0459
 FD0459  STATE/COUNTY-  TN/GILES
 FD0459  USGS QUAD   -  ELKTON (1982)
 FD0459
 FD0459                         *CURRENT SURVEY CONTROL
 FD0459  ___________________________________________________________________
 FD0459* NAD 83(1986)-  35 00 31.     (N)    086 52 46.     (W)     SCALED    
 FD0459* NAVD 88     -       199.742  (meters)     655.32   (feet)  ADJUSTED  
 FD0459  ___________________________________________________________________
 FD0459  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0459  DYNAMIC HT  -         199.553 (meters)     654.70  (feet)  COMP
 FD0459  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 FD0459
 FD0459  VERT ORDER  -  SECOND    CLASS 0
 FD0459
 FD0459.The horizontal coordinates were scaled from a topographic map and have
 FD0459.an estimated accuracy of +/- 6 seconds.
 FD0459
 FD0459.The orthometric height was determined by differential leveling
 FD0459.and adjusted by the National Geodetic Survey in June 1991..
 FD0459
 FD0459.The geoid height was determined by GEOID03.
 FD0459
 FD0459.The dynamic height is computed by dividing the NAVD 88
 FD0459.geopotential number by the normal gravity value computed on the
 FD0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0459.degrees latitude (g = 980.6199 gals.).
 FD0459
 FD0459.The modeled gravity was interpolated from observed gravity values.
 FD0459
 FD0459;                    North         East    Units  Estimated Accuracy
 FD0459;SPC TN       -    75,280.      519,720.      MT  (+/- 180 meters Scaled)
 FD0459
 FD0459                          SUPERSEDED SURVEY CONTROL
 FD0459
 FD0459  NGVD 29 (??/??/92)  199.706  (m)          655.20   (f) ADJ UNCH    2 0
 FD0459
 FD0459.Superseded values are not recommended for survey control.
 FD0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0459.See file dsdata.txt to determine how the superseded data were derived.
 FD0459
 FD0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED110740(NAD 83)
 FD0459_MARKER: DR = REFERENCE MARK DISK
 FD0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0459_STAMPING: ARD NO 2 1960
 FD0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0459+STABILITY: SURFACE MOTION
 FD0459
 FD0459  HISTORY     - Date     Condition        Report By
 FD0459  HISTORY     - 1960     MONUMENTED       CGS
 FD0459
 FD0459                          STATION DESCRIPTION
 FD0459
 FD0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0459'3.3 MI S FROM ELKTON.
 FD0459'THIS MARK IS LOCATED AT THE ARD 1960 STATION SITE, 27 FT. EAST
 FD0459'OF THE STATION MARK, 21 FT. WEST OF THE CENTER OF THE NORTH
 FD0459'BOUND TRAFFIC LANES.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0459'THAT IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1490 ***********************************************************************
 EF1490  DESIGNATION -  ARDMORE MUNICIPAL TANK
 EF1490  PID         -  EF1490
 EF1490  STATE/COUNTY-  TN/GILES
 EF1490  USGS QUAD   -  ARDMORE (1975)
 EF1490
 EF1490                         *CURRENT SURVEY CONTROL
 EF1490  ___________________________________________________________________
 EF1490* NAD 83(1995)-  34 59 34.80108(N)    086 50 32.14504(W)     ADJUSTED  
 EF1490* NAVD 88     -                                                        
 EF1490  ___________________________________________________________________
 EF1490  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EF1490  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EF1490
 EF1490  HORZ ORDER  -  THIRD
 EF1490
 EF1490.The horizontal coordinates were established by classical geodetic methods
 EF1490.and adjusted by the National Geodetic Survey in April 1999..
 EF1490
 EF1490
 EF1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1490
 EF1490.The geoid height was determined by GEOID03.
 EF1490
 EF1490;                    North         East     Units Scale Factor Converg.
 EF1490;SPC TN       -    73,522.437   523,101.548   MT  1.00005529   -0 29 35.1
 EF1490;SPC TN       -   241,214.86  1,716,209.00   sFT  1.00005529   -0 29 35.1
 EF1490;UTM  16      - 3,872,278.188   514,395.039   MT  0.99960255   +0 05 25.7
 EF1490
 EF1490                          SUPERSEDED SURVEY CONTROL
 EF1490
 EF1490  NAD 83(1995)-  34 59 34.80753(N)    086 50 32.14866(W) AD(       ) 4
 EF1490  NAD 83(1986)-  34 59 34.80871(N)    086 50 32.14681(W) AD(       ) 4
 EF1490  NAD 27      -  34 59 34.50800(N)    086 50 32.14300(W) AD(       ) 3
 EF1490
 EF1490.Superseded values are not recommended for survey control.
 EF1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1490.See file dsdata.txt to determine how the superseded data were derived.
 EF1490
 EF1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1439572278(NAD 83)
 EF1490_MARKER: 53 = ELEVATED TANK
 EF1490
 EF1490  HISTORY     - Date     Condition        Report By
 EF1490  HISTORY     - 1960     FIRST OBSERVED   CGS
 EF1490
 EF1490                          STATION DESCRIPTION
 EF1490
 EF1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 EF1490'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF ARDMORE.  IT IS A
 EF1490'4-LEGGED STEEL STRUCTURE, COLORED SILVER AND IS ABOUT 110 FEET IN
 EF1490'OVER-ALL HEIGHT.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0758 ***********************************************************************
 FD0758  DESIGNATION -  ARLINGTON
 FD0758  PID         -  FD0758
 FD0758  STATE/COUNTY-  TN/MAURY
 FD0758  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0758
 FD0758                         *CURRENT SURVEY CONTROL
 FD0758  ___________________________________________________________________
 FD0758* NAD 83(1995)-  35 30 40.38713(N)    087 13 21.72474(W)     ADJUSTED  
 FD0758* NAVD 88     -       221.633  (meters)     727.14   (feet)  ADJUSTED  
 FD0758  ___________________________________________________________________
 FD0758  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FD0758  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0758  DYNAMIC HT  -         221.432 (meters)     726.48  (feet)  COMP
 FD0758  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FD0758
 FD0758  HORZ ORDER  -  SECOND
 FD0758  VERT ORDER  -  SECOND    CLASS 0
 FD0758
 FD0758.The horizontal coordinates were established by classical geodetic methods
 FD0758.and adjusted by the National Geodetic Survey in April 1999..
 FD0758
 FD0758.The orthometric height was determined by differential leveling
 FD0758.and adjusted by the National Geodetic Survey in June 1991..
 FD0758
 FD0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0758
 FD0758.The geoid height was determined by GEOID03.
 FD0758
 FD0758.The dynamic height is computed by dividing the NAVD 88
 FD0758.geopotential number by the normal gravity value computed on the
 FD0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0758.degrees latitude (g = 980.6199 gals.).
 FD0758
 FD0758.The modeled gravity was interpolated from observed gravity values.
 FD0758
 FD0758;                    North         East     Units Scale Factor Converg.
 FD0758;SPC TN       -   131,378.393   489,087.339   MT  0.99996418   -0 42 56.9
 FD0758;SPC TN       -   431,030.61  1,604,614.04   sFT  0.99996418   -0 42 56.9
 FD0758;UTM  16      - 3,929,760.463   479,805.319   MT  0.99960503   -0 07 45.7
 FD0758
 FD0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0758!SPC TN       -   0.99996960  x   0.99996418  =   0.99993378
 FD0758!UTM  16      -   0.99996960  x   0.99960503  =   0.99957464
 FD0758
 FD0758:                Primary Azimuth Mark                     Grid Az
 FD0758:SPC TN       -  ARLINGTON AZ MK                          028 43 17.8
 FD0758:UTM  16      -  ARLINGTON AZ MK                          028 08 06.6
 FD0758
 FD0758|---------------------------------------------------------------------|
 FD0758| PID    Reference Object                     Distance      Geod. Az  |
 FD0758|                                                           dddmmss.s |
 FD0758| FD0760 ARLINGTON AZ MK                                    0280020.9 |
 FD0758| FD0759 ARLINGTON RM 1                       21.606 METERS 03846     |
 FD0758| FD0757 ARLINGTON RM 2                       23.396 METERS 22701     |
 FD0758|---------------------------------------------------------------------|
 FD0758
 FD0758                          SUPERSEDED SURVEY CONTROL
 FD0758
 FD0758  NAD 83(1995)-  35 30 40.39019(N)    087 13 21.72743(W) AD(       ) 2
 FD0758  NAD 83(1986)-  35 30 40.39791(N)    087 13 21.72667(W) AD(       ) 2
 FD0758  NAD 27      -  35 30 40.12560(N)    087 13 21.69220(W) AD(       ) 2
 FD0758  NGVD 29 (??/??/92)  221.616  (m)          727.09   (f) ADJ UNCH    2 0
 FD0758
 FD0758.Superseded values are not recommended for survey control.
 FD0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0758.See file dsdata.txt to determine how the superseded data were derived.
 FD0758
 FD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7980529760(NAD 83)
 FD0758_MARKER: DD = SURVEY DISK
 FD0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0758_STAMPING: ARLINGTON 1962
 FD0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0758+STABILITY: SURFACE MOTION
 FD0758
 FD0758  HISTORY     - Date     Condition        Report By
 FD0758  HISTORY     - 1962     MONUMENTED       TNHD
 FD0758  HISTORY     - 1963     GOOD             TNHD
 FD0758  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0758  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0758
 FD0758                          STATION DESCRIPTION
 FD0758
 FD0758'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0758'THE STATION IS ABOUT 2 MILES SOUTHEAST OF MT PLEASANT.
 FD0758'
 FD0758'TO REACH THE STATION FROM THE POST OFFICE IN MR PLEASANT, GO
 FD0758'SOUTHERLY ON U S HIGHWAY
 FD0758'43 FOR 1.7 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 FD0758'SOUTHERLY FOR 0.3 MILE TO
 FD0758'THE STATION ON THE LEFT.
 FD0758'
 FD0758'THE STATION IS 40 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U S
 FD0758'HIGHWAY 43 AND 16 FEET
 FD0758'SOUTHEAST OF A TELEPHONE POLE.  THE SURFACE AND
 FD0758'UNDERGROUND MARKS ARE STANDARD
 FD0758'TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 FD0758'ARE STAMPED ARLINGTON 1962.  THE UNDERGROUND MARK
 FD0758'IS ABOUT 30 INCHES
 FD0758'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 FD0758'FLUSH, CONCRETE  MONUMENT.
 FD0758'
 FD0758'REFERENCE MARK NO 1 IS 35 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD0758'U S HIGHWAY 43.  IT IS
 FD0758'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0758'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0758'MONUMENT AND THE DISK IS STAMPED
 FD0758'ARLINGTON RM-1 1962.
 FD0758'
 FD0758'REFERENCE MARK NO 2 IS 34 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD0758'U S HIGHWAY 43.  IT IS
 FD0758'A STANDARD TENNESSEE HIGHWAY DEPARETMENT DISK SET
 FD0758'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0758'MONUMENT AND DISK IS STAMPED
 FD0758'ARLINGTON RM-2 1962.
 FD0758'
 FD0758'THE AZIMUTH MARK IS 24 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0758'HIGHWAY 43 AND 4 FEET
 FD0758'SOUTH OF A TELEPHONE POLE.  IT IS A STANDARD TENNESSEE
 FD0758'HIGHWAY DEPARTMENT DISK SET
 FD0758'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0758'MONUMENT AND THE DISK IS STAMPED ARLINGTON AZI  1962.
 FD0758'
 FD0758'HEIGHT OF LIGHT ABOVE STATION MARK 22.31 METERS.
 FD0758
 FD0758                          STATION RECOVERY (1963)
 FD0758
 FD0758'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0758'2 MI SE FROM MT PLEASANT.
 FD0758'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTHERLY ON U.S.
 FD0758'HIGHWAY 43 FOR 2.0 MILES TO THE STATION ON THE LEFT.  THE STATION
 FD0758'MARK IS 40 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 43 AND
 FD0758'16 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK IS A STANDARD
 FD0758'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD0758'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0758
 FD0758                          STATION RECOVERY (1983)
 FD0758
 FD0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0758'NOT RECOVERED, HIGHWAY 43 HAS EXPANDED TO A TWO LANE ROAD IN THIS
 FD0758'AREA.
 FD0758
 FD0758                          STATION RECOVERY (2002)
 FD0758
 FD0758'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0758'HIGHWAY HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1280 ***********************************************************************
 FE1280  DESIGNATION -  ARLINGTON
 FE1280  PID         -  FE1280
 FE1280  STATE/COUNTY-  TN/SHELBY
 FE1280  USGS QUAD   -  ARLINGTON (1973)
 FE1280
 FE1280                         *CURRENT SURVEY CONTROL
 FE1280  ___________________________________________________________________
 FE1280* NAD 83(1995)-  35 16 37.84330(N)    089 38 53.27797(W)     ADJUSTED  
 FE1280* NAVD 88     -       125.249  (meters)     410.92   (feet)  ADJUSTED  
 FE1280  ___________________________________________________________________
 FE1280  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FE1280  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1280  DYNAMIC HT  -         125.137 (meters)     410.55  (feet)  COMP
 FE1280  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 FE1280
 FE1280  HORZ ORDER  -  SECOND
 FE1280  VERT ORDER  -  SECOND    CLASS 0
 FE1280
 FE1280.The horizontal coordinates were established by classical geodetic methods
 FE1280.and adjusted by the National Geodetic Survey in April 1999..
 FE1280
 FE1280.The orthometric height was determined by differential leveling
 FE1280.and adjusted by the National Geodetic Survey in June 1991..
 FE1280
 FE1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1280
 FE1280.The geoid height was determined by GEOID03.
 FE1280
 FE1280.The dynamic height is computed by dividing the NAVD 88
 FE1280.geopotential number by the normal gravity value computed on the
 FE1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1280.degrees latitude (g = 980.6199 gals.).
 FE1280
 FE1280.The modeled gravity was interpolated from observed gravity values.
 FE1280
 FE1280;                    North         East     Units Scale Factor Converg.
 FE1280;SPC TN       -   110,905.191   268,173.976   MT  0.99999531   -2 08 08.7
 FE1280;SPC TN       -   363,861.45    879,834.12   sFT  0.99999531   -2 08 08.7
 FE1280;UTM  16      - 3,906,997.757   259,142.412   MT  1.00031499   -1 31 48.4
 FE1280
 FE1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1280!SPC TN       -   0.99998464  x   0.99999531  =   0.99997995
 FE1280!UTM  16      -   0.99998464  x   1.00031499  =   1.00029963
 FE1280
 FE1280|---------------------------------------------------------------------|
 FE1280| PID    Reference Object                     Distance      Geod. Az  |
 FE1280|                                                           dddmmss.s |
 FE1280| FE1282 ARLINGTON RM 1                       34.036 METERS 13257     |
 FE1280| FE1281 ARLINGTON RM 2                       18.390 METERS 26745     |
 FE1280| CG3142 ARLINGTON AZ MK                                    3345251.0 |
 FE1280|---------------------------------------------------------------------|
 FE1280
 FE1280                          SUPERSEDED SURVEY CONTROL
 FE1280
 FE1280  NAD 83(1995)-  35 16 37.84879(N)    089 38 53.27857(W) AD(       ) 2
 FE1280  NAD 83(1995)-  35 16 37.84904(N)    089 38 53.27874(W) AD(       ) 2
 FE1280  NAD 83(1986)-  35 16 37.85490(N)    089 38 53.27858(W) AD(       ) 2
 FE1280  NAD 27      -  35 16 37.54360(N)    089 38 52.99050(W) AD(       ) 2
 FE1280  NGVD 29 (??/??/??)  125.237  (m)          410.88   (f) ADJUSTED    2 0
 FE1280
 FE1280.Superseded values are not recommended for survey control.
 FE1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1280.See file dsdata.txt to determine how the superseded data were derived.
 FE1280
 FE1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5914206998(NAD 83)
 FE1280_MARKER: DS = TRIANGULATION STATION DISK
 FE1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1280_STAMPING: ARLINGTON 1958
 FE1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1280+STABILITY: SURFACE MOTION
 FE1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1280+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 FE1280
 FE1280  HISTORY     - Date     Condition        Report By
 FE1280  HISTORY     - 1958     MONUMENTED       CGS
 FE1280  HISTORY     - 1958     GOOD             CGS
 FE1280  HISTORY     - 1958     GOOD             CGS
 FE1280  HISTORY     - 20021002 GOOD             USACE
 FE1280
 FE1280                          STATION DESCRIPTION
 FE1280
 FE1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1280'THE STATION IS ABOUT 2 MILES SOUTH OF ARLINGTON AND ON PROPERTY OWNED
 FE1280'BY LEWIS BEARD. IT IS 38 FEET EAST OF THE CENTERLINE OF A
 FE1280'DRIVEWAY, 44 FEET SOUTH OF THE CENTERLINE OF HARRELL ROAD, 22 FEET
 FE1280'SOUTH OF A FENCE AND 75 FEET NORTHWEST OF A FOUR FOOT OAK
 FE1280'TREE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ARLINGTON 1957.
 FE1280'
 FE1280'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ARLINGTON, GO SOUTH
 FE1280'ON CHESTER STREET, WHICH LATER BECOMES COLLIERVILLE- ARLINGTON ROAD,
 FE1280'FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE ROAD.
 FE1280'CONTINUE SOUTH FOR 0.2 MILE TO HARRELL ROAD TO THE LEFT. TURN
 FE1280'LEFT, EAST AND GO 0.05 MILE TO THE STATION ON THE RIGHT, SOUTH SIDE
 FE1280'OF THE ROAD.
 FE1280'
 FE1280'REFERENCE MARK 1 IS 64 FEET EAST OF A FOUR FOOT OAK TREE, 103 FEET
 FE1280'SOUTH OF A T-FENCE CORNER AND 1 FOOT WEST OF A FENCE. THE MONUMENT IS
 FE1280'FLUSH AND THE DISK IS STAMPED ARLINGTON NO 1 1957.
 FE1280'
 FE1280'REFERENCE MARK 2 IS 1 FOOT NORTH OF A POWERLINE POLE, 23 FEET WEST OF
 FE1280'THE CENTERLINE OF A DRIVEWAY, 56 FEET SOUTH OF THE CENTERLINE OF
 FE1280'HARRELL ROAD, AND 33 FEET SOUTH OF A FENCE. THE MONUMENT IS FLUSH AND
 FE1280'THE DISK IS STAMPED ARLINGTON NO 2 1957.
 FE1280'
 FE1280'THE AZIMUTH MARK IS 1 FOOT WEST OF A FENCE, 2.5 FEET NORTH OF A WHITE
 FE1280'WITNESS POST AND 19 FEET EAST OF THE CENTERLINE OF
 FE1280'COLLIERVILLE-ARLINGTON ROAD. THE MONUMENT IS FLUSH AND THE DISK IS
 FE1280'STAMPED ARLINGTON 1957.
 FE1280'
 FE1280'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE1280
 FE1280                          STATION RECOVERY (1958)
 FE1280
 FE1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1280'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE1280'GOOD CONDITION. THE DESCRIPTION IS ENTIRELY ADEQUATE.
 FE1280
 FE1280                          STATION RECOVERY (1958)
 FE1280
 FE1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1280'5.1 MI SW FROM GALLAWAY.
 FE1280'1.9 MILES SOUTH ALONG A PAVED ROAD, FROM THE L. AND N. RR
 FE1280'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD,
 FE1280'THENCE 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST ALONG
 FE1280'A GRAVELED ROAD, 75 FT. NORTHWEST OF A FOUR FOOT OAK TREE, 44 FEET
 FE1280'SOUTH OF THE CENTER OF HARRELL RD., 38 FEET EAST OF THE CENTER OF A
 FE1280'DRIVEWAY AND 22 FEET SOUTH OF A FENCE, A C AND GS TRIANGULATION
 FE1280'STATION MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS SET
 FE1280'FLUSH WITH THE SURFACE OF THE GROUND.
 FE1280
 FE1280                          STATION RECOVERY (2002)
 FE1280
 FE1280'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0760 ***********************************************************************
 FD0760  DESIGNATION -  ARLINGTON AZ MK
 FD0760  PID         -  FD0760
 FD0760  STATE/COUNTY-  TN/MAURY
 FD0760  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0760
 FD0760                         *CURRENT SURVEY CONTROL
 FD0760  ___________________________________________________________________
 FD0760* NAD 83(1986)-  35 30 55.     (N)    087 13 11.     (W)     SCALED    
 FD0760* NAVD 88     -       218.356  (meters)     716.39   (feet)  ADJUSTED  
 FD0760  ___________________________________________________________________
 FD0760  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0760  DYNAMIC HT  -         218.158 (meters)     715.74  (feet)  COMP
 FD0760  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FD0760
 FD0760  VERT ORDER  -  FIRST     CLASS II
 FD0760
 FD0760.The horizontal coordinates were scaled from a topographic map and have
 FD0760.an estimated accuracy of +/- 6 seconds.
 FD0760
 FD0760.The orthometric height was determined by differential leveling
 FD0760.and adjusted by the National Geodetic Survey in June 1991..
 FD0760
 FD0760.The geoid height was determined by GEOID03.
 FD0760
 FD0760.The dynamic height is computed by dividing the NAVD 88
 FD0760.geopotential number by the normal gravity value computed on the
 FD0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0760.degrees latitude (g = 980.6199 gals.).
 FD0760
 FD0760.The modeled gravity was interpolated from observed gravity values.
 FD0760
 FD0760;                    North         East    Units  Estimated Accuracy
 FD0760;SPC TN       -   131,830.      489,360.      MT  (+/- 180 meters Scaled)
 FD0760
 FD0760                          SUPERSEDED SURVEY CONTROL
 FD0760
 FD0760  NGVD 29 (??/??/92)  218.339  (m)          716.33   (f) ADJ UNCH    1 2
 FD0760
 FD0760.Superseded values are not recommended for survey control.
 FD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0760.See file dsdata.txt to determine how the superseded data were derived.
 FD0760
 FD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE800302(NAD 83)
 FD0760_MARKER: DD = SURVEY DISK
 FD0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0760_STAMPING: ARLINGTON AZI 1962
 FD0760_MARK LOGO: TNHD  
 FD0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0760+STABILITY: SURFACE MOTION
 FD0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0760+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0760
 FD0760  HISTORY     - Date     Condition        Report By
 FD0760  HISTORY     - 1962     MONUMENTED       TNHD
 FD0760  HISTORY     - 1983     GOOD             NGS
 FD0760  HISTORY     - 20020514 GOOD             TNDT
 FD0760
 FD0760                          STATION DESCRIPTION
 FD0760
 FD0760'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0760'2 MI SE FROM MT PLEASANT.
 FD0760'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTHERLY ON U.S. HIGHWAY
 FD0760'43 FOR 1.7 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH MARK IS
 FD0760'24 FEET EAST OF U.S. HIGHWAY 43 AND 4 FEET SOUTH OF A TELEPHONE
 FD0760'POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0760'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0760
 FD0760                          STATION RECOVERY (1983)
 FD0760
 FD0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0760'RECOVERED IN GOOD CONDITION.
 FD0760'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD0760'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD0760
 FD0760                          STATION RECOVERY (2002)
 FD0760
 FD0760'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0760'IN A THICK HEDGEROW - NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2529 ***********************************************************************
 FE2529  DESIGNATION -  ARLINGTON MUNICIPAL TANK
 FE2529  PID         -  FE2529
 FE2529  STATE/COUNTY-  TN/SHELBY
 FE2529  USGS QUAD   -  ARLINGTON (1973)
 FE2529
 FE2529                         *CURRENT SURVEY CONTROL
 FE2529  ___________________________________________________________________
 FE2529* NAD 83(1995)-  35 17 17.11464(N)    089 39 31.90678(W)     ADJUSTED  
 FE2529* NAVD 88     -                                                        
 FE2529  ___________________________________________________________________
 FE2529  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE2529  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2529
 FE2529  HORZ ORDER  -  THIRD
 FE2529
 FE2529.The horizontal coordinates were established by classical geodetic methods
 FE2529.and adjusted by the National Geodetic Survey in April 1999..
 FE2529
 FE2529
 FE2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2529
 FE2529.The geoid height was determined by GEOID03.
 FE2529
 FE2529;                    North         East     Units Scale Factor Converg.
 FE2529;SPC TN       -   112,151.048   267,243.669   MT  0.99999350   -2 08 31.4
 FE2529;SPC TN       -   367,948.90    876,781.94   sFT  0.99999350   -2 08 31.4
 FE2529;UTM  16      - 3,908,234.113   258,198.687   MT  1.00032061   -1 32 12.3
 FE2529
 FE2529                          SUPERSEDED SURVEY CONTROL
 FE2529
 FE2529  NAD 83(1995)-  35 17 17.12028(N)    089 39 31.90743(W) AD(       ) 4
 FE2529  NAD 83(1995)-  35 17 17.12051(N)    089 39 31.90750(W) AD(       ) 4
 FE2529  NAD 83(1986)-  35 17 17.12619(N)    089 39 31.90740(W) AD(       ) 4
 FE2529  NAD 27      -  35 17 16.81500(N)    089 39 31.61800(W) AD(       ) 3
 FE2529
 FE2529.Superseded values are not recommended for survey control.
 FE2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2529.See file dsdata.txt to determine how the superseded data were derived.
 FE2529
 FE2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5819908234(NAD 83)
 FE2529_MARKER: 53 = ELEVATED TANK
 FE2529
 FE2529  HISTORY     - Date     Condition        Report By
 FE2529  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2529  HISTORY     - 1958     GOOD             CGS
 FE2529
 FE2529                          STATION DESCRIPTION
 FE2529
 FE2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2529'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE ARLINGTON
 FE2529'MUNICIPAL WATER TANK LOCATED AT THE EXTREME SOUTH EDGE OF
 FE2529'ARLINGTON AT THE INTERSECTION OF CHESTER AND DOUGLAS STREETS.  IT IS
 FE2529'156 FEET NORTHEAST OF THE INTERSECTION OF CHESTER AND DOUGLAS
 FE2529'STREETS AND 103 FEET EAST OF THE CENTERLINE OF CHESTER STREET.
 FE2529'
 FE2529'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, PAINTED
 FE2529'SILVER AND BEARS THE LEGEND ARLINGTON UTILITIES DISTRICT ON THE NORTH
 FE2529'SIDE.  THE OVERALL HEIGHT IS ABOUT 90 FEET.
 FE2529
 FE2529                          STATION RECOVERY (1958)
 FE2529
 FE2529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2529'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION EXCEPT
 FE2529'THAT UTILITIES DISTRICT NO LONGER APPEARS ON THE TANK.  THE
 FE2529'DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2530 ***********************************************************************
 FE2530  DESIGNATION -  ARLINGTON RAD STA KIH 574 MAST
 FE2530  PID         -  FE2530
 FE2530  STATE/COUNTY-  TN/SHELBY
 FE2530  USGS QUAD   -  ARLINGTON (1973)
 FE2530
 FE2530                         *CURRENT SURVEY CONTROL
 FE2530  ___________________________________________________________________
 FE2530* NAD 83(1995)-  35 17 57.89611(N)    089 39 35.06144(W)     ADJUSTED  
 FE2530* NAVD 88     -                                                        
 FE2530  ___________________________________________________________________
 FE2530  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2530  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2530
 FE2530  HORZ ORDER  -  THIRD
 FE2530
 FE2530.The horizontal coordinates were established by classical geodetic methods
 FE2530.and adjusted by the National Geodetic Survey in April 1999..
 FE2530
 FE2530
 FE2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2530
 FE2530.The geoid height was determined by GEOID03.
 FE2530
 FE2530;                    North         East     Units Scale Factor Converg.
 FE2530;SPC TN       -   113,409.956   267,210.998   MT  0.99999165   -2 08 33.2
 FE2530;SPC TN       -   372,079.16    876,674.75   sFT  0.99999165   -2 08 33.2
 FE2530;UTM  16      - 3,909,493.019   258,152.708   MT  1.00032088   -1 32 15.6
 FE2530
 FE2530                          SUPERSEDED SURVEY CONTROL
 FE2530
 FE2530  NAD 83(1995)-  35 17 57.90175(N)    089 39 35.06211(W) AD(       ) 4
 FE2530  NAD 83(1995)-  35 17 57.90197(N)    089 39 35.06208(W) AD(       ) 4
 FE2530  NAD 83(1986)-  35 17 57.90773(N)    089 39 35.06216(W) AD(       ) 4
 FE2530  NAD 27      -  35 17 57.59800(N)    089 39 34.77300(W) AD(       ) 3
 FE2530
 FE2530.Superseded values are not recommended for survey control.
 FE2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2530.See file dsdata.txt to determine how the superseded data were derived.
 FE2530
 FE2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5815309493(NAD 83)
 FE2530_MARKER: 42 = RADIO/TV MAST
 FE2530
 FE2530  HISTORY     - Date     Condition        Report By
 FE2530  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2530
 FE2530                          STATION DESCRIPTION
 FE2530
 FE2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2530'THE STATION IS THE CENTER OF THE TOP OF THE MAST OWNED AND OPERATED
 FE2530'BY THE STATE HIGHWAY GARAGE AND LOCATED ABOUT 0.5 MILE NORTH OF
 FE2530'ARLINGTON AND ABOUT 8 FEET WEST OF THE NORTHWEST CORNER OF THE STATE
 FE2530'HIGHWAY GARAGE BUILDING.  IT IS ABOUT 160 FEET HIGH, PAINTED IN
 FE2530'ALTERNATE SECTIONS OF RED AND WHITE AND HAS A RED OBSTRUCTION LIGHT
 FE2530'ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0759 ***********************************************************************
 FD0759  DESIGNATION -  ARLINGTON RM 1
 FD0759  PID         -  FD0759
 FD0759  STATE/COUNTY-  TN/MAURY
 FD0759  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0759
 FD0759                         *CURRENT SURVEY CONTROL
 FD0759  ___________________________________________________________________
 FD0759* NAD 83(1986)-  35 30 40.     (N)    087 13 22.     (W)     SCALED    
 FD0759* NAVD 88     -       220.916  (meters)     724.79   (feet)  ADJUSTED  
 FD0759  ___________________________________________________________________
 FD0759  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0759  DYNAMIC HT  -         220.714 (meters)     724.13  (feet)  COMP
 FD0759  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FD0759
 FD0759  VERT ORDER  -  SECOND    CLASS 0
 FD0759
 FD0759.The horizontal coordinates were scaled from a topographic map and have
 FD0759.an estimated accuracy of +/- 6 seconds.
 FD0759
 FD0759.The orthometric height was determined by differential leveling
 FD0759.and adjusted by the National Geodetic Survey in June 1991..
 FD0759
 FD0759.The geoid height was determined by GEOID03.
 FD0759
 FD0759.The dynamic height is computed by dividing the NAVD 88
 FD0759.geopotential number by the normal gravity value computed on the
 FD0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0759.degrees latitude (g = 980.6199 gals.).
 FD0759
 FD0759.The modeled gravity was interpolated from observed gravity values.
 FD0759
 FD0759;                    North         East    Units  Estimated Accuracy
 FD0759;SPC TN       -   131,370.      489,080.      MT  (+/- 180 meters Scaled)
 FD0759
 FD0759                          SUPERSEDED SURVEY CONTROL
 FD0759
 FD0759  NGVD 29 (??/??/92)  220.898  (m)          724.73   (f) ADJ UNCH    2 0
 FD0759
 FD0759.Superseded values are not recommended for survey control.
 FD0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0759.See file dsdata.txt to determine how the superseded data were derived.
 FD0759
 FD0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE797297(NAD 83)
 FD0759_MARKER: DD = SURVEY DISK
 FD0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0759_STAMPING: ARLINGTON RM 1 1962
 FD0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0759+STABILITY: SURFACE MOTION
 FD0759
 FD0759  HISTORY     - Date     Condition        Report By
 FD0759  HISTORY     - 1962     MONUMENTED       TNHD
 FD0759  HISTORY     - 1963     GOOD             TNHD
 FD0759  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0759  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0759
 FD0759                          STATION DESCRIPTION
 FD0759
 FD0759'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0759'2 MI SE FROM MT PLEASANT.
 FD0759'THIS MARK IS LOCATED AT THE ARLINGTON 1962 STATION SITE, 35 FEET
 FD0759'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 43 AND 71 FEET NORTHEAST
 FD0759'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0759'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0759'GROUND.
 FD0759
 FD0759                          STATION RECOVERY (1983)
 FD0759
 FD0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0759'NOT RECOVERED, HIGHWAY CONSTRUCTION IN AREA.
 FD0759
 FD0759                          STATION RECOVERY (2002)
 FD0759
 FD0759'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0759'HIGHWAY HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1282 ***********************************************************************
 FE1282  DESIGNATION -  ARLINGTON RM 1
 FE1282  PID         -  FE1282
 FE1282  STATE/COUNTY-  TN/SHELBY
 FE1282  USGS QUAD   -  ARLINGTON (1973)
 FE1282
 FE1282                         *CURRENT SURVEY CONTROL
 FE1282  ___________________________________________________________________
 FE1282* NAD 83(1986)-  35 16 31.     (N)    089 38 54.     (W)     SCALED    
 FE1282* NAVD 88     -       123.618  (meters)     405.57   (feet)  ADJUSTED  
 FE1282  ___________________________________________________________________
 FE1282  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1282  DYNAMIC HT  -         123.507 (meters)     405.21  (feet)  COMP
 FE1282  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FE1282
 FE1282  VERT ORDER  -  SECOND    CLASS 0
 FE1282
 FE1282.The horizontal coordinates were scaled from a topographic map and have
 FE1282.an estimated accuracy of +/- 6 seconds.
 FE1282
 FE1282.The orthometric height was determined by differential leveling
 FE1282.and adjusted by the National Geodetic Survey in June 1991..
 FE1282
 FE1282.The geoid height was determined by GEOID03.
 FE1282
 FE1282.The dynamic height is computed by dividing the NAVD 88
 FE1282.geopotential number by the normal gravity value computed on the
 FE1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1282.degrees latitude (g = 980.6199 gals.).
 FE1282
 FE1282.The modeled gravity was interpolated from observed gravity values.
 FE1282
 FE1282;                    North         East    Units  Estimated Accuracy
 FE1282;SPC TN       -   110,700.      268,150.      MT  (+/- 180 meters Scaled)
 FE1282
 FE1282                          SUPERSEDED SURVEY CONTROL
 FE1282
 FE1282  NGVD 29 (??/??/??)  123.605  (m)          405.53   (f) ADJUSTED    2 0
 FE1282
 FE1282.Superseded values are not recommended for survey control.
 FE1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1282.See file dsdata.txt to determine how the superseded data were derived.
 FE1282
 FE1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE591067(NAD 83)
 FE1282_MARKER: DR = REFERENCE MARK DISK
 FE1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1282_STAMPING: ARLINGTON NO 1 1958
 FE1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1282+STABILITY: SURFACE MOTION
 FE1282
 FE1282  HISTORY     - Date     Condition        Report By
 FE1282  HISTORY     - 1957     MONUMENTED       CGS
 FE1282  HISTORY     - 1958     GOOD             CGS
 FE1282  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1282
 FE1282                          STATION DESCRIPTION
 FE1282
 FE1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1282'5.1 MI SW FROM GALLAWAY.
 FE1282'1.9 MILES SOUTH ALONG A GRAVEL ROAD, FROM THE L. AND N. RR
 FE1282'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED
 FE1282'ROAD, THENCE 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7
 FE1282'WEST ALONG A GRAVELED ROAD, 103 FEET SOUTH OF A T FENCE
 FE1282'CORNER, 23 FEET WEST OF THE CENTER OF A DRIVEWAY AND 1 FOOT
 FE1282'WEST OF A FENCE, AND C AND GS TRIANGULATION REFERENCE MARK
 FE1282'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH
 FE1282'WITH THE SURFACE OF THE GROUND.
 FE1282
 FE1282                          STATION RECOVERY (2002)
 FE1282
 FE1282'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0757 ***********************************************************************
 FD0757  DESIGNATION -  ARLINGTON RM 2
 FD0757  PID         -  FD0757
 FD0757  STATE/COUNTY-  TN/MAURY
 FD0757  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0757
 FD0757                         *CURRENT SURVEY CONTROL
 FD0757  ___________________________________________________________________
 FD0757* NAD 83(1986)-  35 30 40.     (N)    087 13 22.     (W)     SCALED    
 FD0757* NAVD 88     -       222.295  (meters)     729.31   (feet)  ADJUSTED  
 FD0757  ___________________________________________________________________
 FD0757  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0757  DYNAMIC HT  -         222.093 (meters)     728.65  (feet)  COMP
 FD0757  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FD0757
 FD0757  VERT ORDER  -  SECOND    CLASS 0
 FD0757
 FD0757.The horizontal coordinates were scaled from a topographic map and have
 FD0757.an estimated accuracy of +/- 6 seconds.
 FD0757
 FD0757.The orthometric height was determined by differential leveling
 FD0757.and adjusted by the National Geodetic Survey in June 1991..
 FD0757
 FD0757.The geoid height was determined by GEOID03.
 FD0757
 FD0757.The dynamic height is computed by dividing the NAVD 88
 FD0757.geopotential number by the normal gravity value computed on the
 FD0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0757.degrees latitude (g = 980.6199 gals.).
 FD0757
 FD0757.The modeled gravity was interpolated from observed gravity values.
 FD0757
 FD0757;                    North         East    Units  Estimated Accuracy
 FD0757;SPC TN       -   131,370.      489,080.      MT  (+/- 180 meters Scaled)
 FD0757
 FD0757                          SUPERSEDED SURVEY CONTROL
 FD0757
 FD0757  NGVD 29 (??/??/92)  222.278  (m)          729.26   (f) ADJ UNCH    2 0
 FD0757
 FD0757.Superseded values are not recommended for survey control.
 FD0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0757.See file dsdata.txt to determine how the superseded data were derived.
 FD0757
 FD0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE797297(NAD 83)
 FD0757_MARKER: DD = SURVEY DISK
 FD0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0757_STAMPING: ARLINGTON RM 2 1962
 FD0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0757+STABILITY: SURFACE MOTION
 FD0757
 FD0757  HISTORY     - Date     Condition        Report By
 FD0757  HISTORY     - 1962     MONUMENTED       TNHD
 FD0757  HISTORY     - 1963     GOOD             TNHD
 FD0757  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0757  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0757
 FD0757                          STATION DESCRIPTION
 FD0757
 FD0757'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0757'2 MI SW FROM MT PLEASANT.
 FD0757'THE MARK IS LOCATED AT THE ARLINGTON 1962 STATION SITE, 34 FEET
 FD0757'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 43 AND 77 FEET SOUTHWEST
 FD0757'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0757'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0757'GROUND.
 FD0757
 FD0757                          STATION RECOVERY (1983)
 FD0757
 FD0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0757'NOT RECOVERED, HIGHWAY CONSTRUCTION IN THE AREA.
 FD0757
 FD0757                          STATION RECOVERY (2002)
 FD0757
 FD0757'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0757'HIGHWAY HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1281 ***********************************************************************
 FE1281  DESIGNATION -  ARLINGTON RM 2
 FE1281  PID         -  FE1281
 FE1281  STATE/COUNTY-  TN/SHELBY
 FE1281  USGS QUAD   -  ARLINGTON (1973)
 FE1281
 FE1281                         *CURRENT SURVEY CONTROL
 FE1281  ___________________________________________________________________
 FE1281* NAD 83(1986)-  35 16 37.     (N)    089 38 54.     (W)     SCALED    
 FE1281* NAVD 88     -       125.391  (meters)     411.39   (feet)  ADJUSTED  
 FE1281  ___________________________________________________________________
 FE1281  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1281  DYNAMIC HT  -         125.278 (meters)     411.02  (feet)  COMP
 FE1281  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 FE1281
 FE1281  VERT ORDER  -  SECOND    CLASS 0
 FE1281
 FE1281.The horizontal coordinates were scaled from a topographic map and have
 FE1281.an estimated accuracy of +/- 6 seconds.
 FE1281
 FE1281.The orthometric height was determined by differential leveling
 FE1281.and adjusted by the National Geodetic Survey in June 1991..
 FE1281
 FE1281.The geoid height was determined by GEOID03.
 FE1281
 FE1281.The dynamic height is computed by dividing the NAVD 88
 FE1281.geopotential number by the normal gravity value computed on the
 FE1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1281.degrees latitude (g = 980.6199 gals.).
 FE1281
 FE1281.The modeled gravity was interpolated from observed gravity values.
 FE1281
 FE1281;                    North         East    Units  Estimated Accuracy
 FE1281;SPC TN       -   110,880.      268,160.      MT  (+/- 180 meters Scaled)
 FE1281
 FE1281                          SUPERSEDED SURVEY CONTROL
 FE1281
 FE1281  NGVD 29 (??/??/??)  125.379  (m)          411.35   (f) ADJUSTED    2 0
 FE1281
 FE1281.Superseded values are not recommended for survey control.
 FE1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1281.See file dsdata.txt to determine how the superseded data were derived.
 FE1281
 FE1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE591069(NAD 83)
 FE1281_MARKER: DR = REFERENCE MARK DISK
 FE1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1281_STAMPING: ARLINGTON NO 2 1958
 FE1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1281+STABILITY: SURFACE MOTION
 FE1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1281+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 FE1281
 FE1281  HISTORY     - Date     Condition        Report By
 FE1281  HISTORY     - 1957     MONUMENTED       CGS
 FE1281  HISTORY     - 1958     GOOD             CGS
 FE1281  HISTORY     - 20021002 GOOD             USACE
 FE1281
 FE1281                          STATION DESCRIPTION
 FE1281
 FE1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1281'5.1 MI SW FROM GALLAWAY.
 FE1281'1.9 MILES SOUTH ALONG A PAVED ROAD, FROM THE L. AND N. RR CROSSING
 FE1281'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD,
 FE1281'THENCE 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST
 FE1281'ALONG A GRAVELED ROAD, 56 FEET SOUTH OF THE CENTER OF HARRELL
 FE1281'ROAD, 33 FEET SOUTH OF A FENCE, 23 FEET WEST OF THE CENTER OF A
 FE1281'DRIVEWAY, A C AND GS TRIANGULATION REFERENCE MARK DISK SET IN THE
 FE1281'TOP OF A CONCRETE POST AND IS SET FLUSH WITH THE SURFACE OF THE
 FE1281'GROUND.
 FE1281
 FE1281                          STATION RECOVERY (2002)
 FE1281
 FE1281'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2763 ***********************************************************************
 FE2763  DESIGNATION -  ARLIPORT
 FE2763  PID         -  FE2763
 FE2763  STATE/COUNTY-  TN/SHELBY
 FE2763  USGS QUAD   -  ARLINGTON (1973)
 FE2763
 FE2763                         *CURRENT SURVEY CONTROL
 FE2763  ___________________________________________________________________
 FE2763* NAD 83(1995)-  35 16 59.62483(N)    089 40 21.33993(W)     ADJUSTED  
 FE2763* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 FE2763  ___________________________________________________________________
 FE2763  X           -      29,785.028 (meters)                     COMP
 FE2763  Y           -  -5,212,305.382 (meters)                     COMP
 FE2763  Z           -   3,663,597.522 (meters)                     COMP
 FE2763  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FE2763  ELLIP HEIGHT-          61.62  (meters)          (04/12/99) GPS OBS
 FE2763  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2763
 FE2763  HORZ ORDER  -  THIRD
 FE2763  ELLP ORDER  -  FOURTH    CLASS I
 FE2763
 FE2763.This mark is at Arlington Airport (LHC)
 FE2763
 FE2763.The horizontal coordinates were established by GPS observations
 FE2763.and adjusted by the National Geodetic Survey in April 1999..
 FE2763
 FE2763.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2763
 FE2763.Photographs are available for this station.
 FE2763
 FE2763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2763
 FE2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2763
 FE2763.The ellipsoidal height was determined by GPS observations
 FE2763.and is referenced to NAD 83.
 FE2763
 FE2763.The geoid height was determined by GEOID03.
 FE2763
 FE2763;                    North         East     Units Scale Factor Converg.
 FE2763;SPC TN       -   111,659.200   265,975.224   MT  0.99999430   -2 09 00.3
 FE2763;SPC TN       -   366,335.23    872,620.38   sFT  0.99999430   -2 09 00.3
 FE2763;UTM  16      - 3,907,728.722   256,935.092   MT  1.00032816   -1 32 40.2
 FE2763
 FE2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2763!SPC TN       -   0.99999033  x   0.99999430  =   0.99998463
 FE2763!UTM  16      -   0.99999033  x   1.00032816  =   1.00031848
 FE2763
 FE2763                          SUPERSEDED SURVEY CONTROL
 FE2763
 FE2763  NAD 83(1995)-  35 16 59.62399(N)    089 40 21.33821(W) AD(       ) 3
 FE2763  NAD 83(1995)-  35 16 59.62399(N)    089 40 21.33821(W) AD(       ) 3
 FE2763  NGVD 29 (09/17/90)   89.0    (m)          292.     (f) GPS OBS        
 FE2763
 FE2763.Superseded values are not recommended for survey control.
 FE2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2763.See file dsdata.txt to determine how the superseded data were derived.
 FE2763
 FE2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5693507729(NAD 83)
 FE2763_MARKER: I = METAL ROD
 FE2763_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE2763_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2763+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 FE2763
 FE2763  HISTORY     - Date     Condition        Report By
 FE2763  HISTORY     - 1987     MONUMENTED       NGS
 FE2763  HISTORY     - 19890627 GOOD
 FE2763
 FE2763                          STATION DESCRIPTION
 FE2763
 FE2763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2763'1.0 MILE SOUTHWEST ALONG US HIGHWAYS 70 WEST AND 79 SOUTH FROM THE
 FE2763'TENNESSEE DEPARTMENT OF TRANSPORTATION BUILDING (DISTRICT 45) IN
 FE2763'ARLINGTON TO THE JUNCTION OF STATE HIGHWAY 205 THENCE 0.70 MILE SOUTH
 FE2763'ALONG STATE HIGHWAY 205 TO THE OFFICE BUILDING OF THE ARLINGTON
 FE2763'MUNICIPAL AIRPORT, THENCE 0.05 MILE SOUTHWESTERLY ALONG TAXIWAY
 FE2763'CROSSOVER TO JUNCTION OF RUNWAY AND MARK ON LEFT, A 3-D MARK, A
 FE2763'STAIN LESS STEEL ROD DRIVEN 24.0 FEET TO REFUSAL, 6 INCHES BELOW
 FE2763'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED
 FE2763'IN A 5 INCHED PVC PIPE WITH LOGO CAP, ---STAMPED ARLIPORT 1987, 3
 FE2763'INCHES BELOW GROUND, WITH A RAILROAD SPIKE IN CONCRETE, 38.5 FEET
 FE2763'NORTHEAST OF NORTHEAST EDGE OF RUNWAY, 41.7 FEET SOUTHEAST OF
 FE2763'TAXIWAY, 33.4 FEET SOUTHWEST OF A PIPE CULVERT WITH HEADWALL
 FE2763'25.2 FEET NORTHEAST OF A SQUARE METAL BOX WITH ARROW ON SIDE,
 FE2763'AND 1.0 FOOT NORTHWEST OF A FIBERGLASS WITNESS POST. CONTACT
 FE2763'MR CHATHAM AT 901-386-9975 OR CALL TOLL FREE 1-800-523-7398
 FE2763'BEFORE WORKING ON AIRPORT.
 FE2763
 FE2763                          STATION RECOVERY (1989)
 FE2763
 FE2763'RECOVERED 1989
 FE2763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2764 ***********************************************************************
 FE2764  DESIGNATION -  ARLIPORT AZ MK
 FE2764  PID         -  FE2764
 FE2764  STATE/COUNTY-  TN/SHELBY
 FE2764  USGS QUAD   -  ARLINGTON (1973)
 FE2764
 FE2764                         *CURRENT SURVEY CONTROL
 FE2764  ___________________________________________________________________
 FE2764* NAD 83(1995)-  35 16 42.11140(N)    089 40 10.65773(W)     ADJUSTED  
 FE2764* NAVD 88     -        94.7    (meters)     311.     (feet)  VERTCON   
 FE2764  ___________________________________________________________________
 FE2764  X           -      30,056.791 (meters)                     COMP
 FE2764  Y           -  -5,212,620.217 (meters)                     COMP
 FE2764  Z           -   3,663,160.202 (meters)                     COMP
 FE2764  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FE2764  ELLIP HEIGHT-          67.31  (meters)          (04/12/99) GPS OBS
 FE2764  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2764
 FE2764  HORZ ORDER  -  THIRD
 FE2764  ELLP ORDER  -  FOURTH    CLASS I
 FE2764
 FE2764.This mark is at Arlington Airport (LHC)
 FE2764
 FE2764.The horizontal coordinates were established by GPS observations
 FE2764.and adjusted by the National Geodetic Survey in April 1999..
 FE2764
 FE2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2764
 FE2764.Photographs are available for this station.
 FE2764
 FE2764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2764
 FE2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2764
 FE2764.The ellipsoidal height was determined by GPS observations
 FE2764.and is referenced to NAD 83.
 FE2764
 FE2764.The geoid height was determined by GEOID03.
 FE2764
 FE2764;                    North         East     Units Scale Factor Converg.
 FE2764;SPC TN       -   111,109.725   266,224.740   MT  0.99999512   -2 08 54.0
 FE2764;SPC TN       -   364,532.49    873,439.00   sFT  0.99999512   -2 08 54.0
 FE2764;UTM  16      - 3,907,181.734   257,190.488   MT  1.00032663   -1 32 33.3
 FE2764
 FE2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2764!SPC TN       -   0.99998943  x   0.99999512  =   0.99998456
 FE2764!UTM  16      -   0.99998943  x   1.00032663  =   1.00031606
 FE2764
 FE2764                          SUPERSEDED SURVEY CONTROL
 FE2764
 FE2764  NAD 83(1995)-  35 16 42.11057(N)    089 40 10.65602(W) AD(       ) 3
 FE2764  NAD 83(1995)-  35 16 42.11057(N)    089 40 10.65602(W) AD(       ) 3
 FE2764  NGVD 29 (09/17/90)   94.7    (m)          311.     (f) GPS OBS        
 FE2764
 FE2764.Superseded values are not recommended for survey control.
 FE2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2764.See file dsdata.txt to determine how the superseded data were derived.
 FE2764
 FE2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5719007182(NAD 83)
 FE2764_MARKER: I = METAL ROD
 FE2764_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE2764_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2764+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 FE2764
 FE2764  HISTORY     - Date     Condition        Report By
 FE2764  HISTORY     - 1987     MONUMENTED       NGS
 FE2764  HISTORY     - 19890627 GOOD
 FE2764
 FE2764                          STATION DESCRIPTION
 FE2764
 FE2764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2764'1.0 MILE SOUTHWEST ALONG US HIGHWAYS 70 WEST AND 79 SOUTH FROM THE
 FE2764'TENNESSEE DEPARTMENT OF TRANSPORTATION BUILDING (DISTRICT 45) IN
 FE2764'ARLINGTON, TO THE JUNCTION OF STATE HIGHWAY 205, THENCE 0.70 MILE
 FE2764'SOUTH ALONG STATE HIGHWAY 205 TO THE OFFICE BUILDING OF THE ARLINGTON
 FE2764'MUNICIPAL AIRPORT, THENCE SOUTHWEST ACROSS TAXI APRON, THENCE 0.40
 FE2764'MILE SOUTHEAST ALONG TAXIWAY TO END OF RUNWAY AND MARK, A 3-D MARK,
 FE2764'A STAINLESS STEEL ROD DRIVEN 23.0 FEET TO REFUSAL, 5 INCHES BELOW
 FE2764'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED
 FE2764'IN A 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED AIRPORT AZ MK 1987,
 FE2764'2 INCHES BELOW GROUND, WITH A RAILROAD SPIKE IN CONCRETE, 45.0 FEET
 FE2764'NORTHEAST OF NORTHEAST EDGE OF EXTENDED RUNWAY, 42.4 FEET SOUTHEAST
 FE2764'OF THE MOST EASTERLY ONE OF FOUR RUN LIGHTS 42.5 FEET SOUTH-SOUTHEAST
 FE2764'OF THE SOUTH-SOUTHEAST EDGE OF TAXIWAY CROSSOVER, 32.7 FEET SOUTHWEST
 FE2764'OF A STEEL PIPE FOR A ORANGE METAL BOX WITH APPROACH LIGHT, AND 1.0
 FE2764'FOOT NORTHWEST OF A FIBERGLASS WITNESS POST.
 FE2764
 FE2764                          STATION RECOVERY (1989)
 FE2764
 FE2764'RECOVERED 1989
 FE2764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1448 ***********************************************************************
 FD1448  DESIGNATION -  ARMSTRONG
 FD1448  PID         -  FD1448
 FD1448  STATE/COUNTY-  TN/BEDFORD
 FD1448  USGS QUAD   -  NORMANDY (1983)
 FD1448
 FD1448                         *CURRENT SURVEY CONTROL
 FD1448  ___________________________________________________________________
 FD1448* NAD 83(1995)-  35 24 41.87995(N)    086 20 38.59997(W)     ADJUSTED  
 FD1448* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 FD1448  ___________________________________________________________________
 FD1448  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 FD1448  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD1448
 FD1448  HORZ ORDER  -  SECOND
 FD1448
 FD1448.The horizontal coordinates were established by classical geodetic methods
 FD1448.and adjusted by the National Geodetic Survey in April 1999..
 FD1448
 FD1448.The orthometric height was scaled from a topographic map.
 FD1448
 FD1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1448
 FD1448.The geoid height was determined by GEOID03.
 FD1448
 FD1448;                    North         East     Units Scale Factor Converg.
 FD1448;SPC TN       -   119,691.915   568,750.732   MT  0.99997541   -0 12 05.1
 FD1448;SPC TN       -   392,689.22  1,865,976.36   sFT  0.99997541   -0 12 05.1
 FD1448;UTM  16      - 3,918,890.730   559,555.150   MT  0.99964371   +0 22 48.3
 FD1448
 FD1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1448!SPC TN       -   0.99995045  x   0.99997541  =   0.99992587
 FD1448!UTM  16      -   0.99995045  x   0.99964371  =   0.99959418
 FD1448
 FD1448:                Primary Azimuth Mark                     Grid Az
 FD1448:SPC TN       -  ARMSTRONG AZ MK                          116 53 34.1
 FD1448:UTM  16      -  ARMSTRONG AZ MK                          116 18 40.7
 FD1448
 FD1448|---------------------------------------------------------------------|
 FD1448| PID    Reference Object                     Distance      Geod. Az  |
 FD1448|                                                           dddmmss.s |
 FD1448| CG5479 ARMSTRONG AZ MK                                    1164129.0 |
 FD1448| CG5480 ARMSTRONG RM 1                       30.072 METERS 23722     |
 FD1448| CG5481 ARMSTRONG RM 2                                     33857     |
 FD1448|---------------------------------------------------------------------|
 FD1448
 FD1448                          SUPERSEDED SURVEY CONTROL
 FD1448
 FD1448  NAD 83(1995)-  35 24 41.88553(N)    086 20 38.59994(W) AD(       ) 2
 FD1448  NAD 83(1995)-  35 24 41.88833(N)    086 20 38.60038(W) AD(       ) 2
 FD1448  NAD 83(1986)-  35 24 41.89205(N)    086 20 38.59882(W) AD(       ) 2
 FD1448  NAD 27      -  35 24 41.62300(N)    086 20 38.62300(W) AD(       ) 2
 FD1448
 FD1448.Superseded values are not recommended for survey control.
 FD1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1448.See file dsdata.txt to determine how the superseded data were derived.
 FD1448
 FD1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5955518891(NAD 83)
 FD1448_MARKER: DS = TRIANGULATION STATION DISK
 FD1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1448_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1448
 FD1448  HISTORY     - Date     Condition        Report By
 FD1448  HISTORY     - 1934     MONUMENTED       CGS
 FD1448
 FD1448                          STATION DESCRIPTION
 FD1448
 FD1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1448'ABOUT 8 MILES SOUTHEAST OF SHELBYVILLE, JUST WEST OF ROUTE 16, ON
 FD1448'HIGHEST POINT OF
 FD1448'RIDGE ON CLEARED GROUND OWNED BY JAS R ARMSTRONG,
 FD1448'ABOUT 0.25 MILE WEST-SOUTHWEST OF
 FD1448'MR ARMSTRONGS HOUSE, AND ABOUT 180
 FD1448'FEET EAST OF WIRE FENCE LINE.  TO REACH FROM
 FD1448'JUNCTION OF ROUTES 16
 FD1448'AND 55 IN TULLAHOMA (AT ARROW SHELBYVILLE 18), FOLLOW ROUTE 16
 FD1448'WEST 5.55 MILES
 FD1448'TO JUNCTION WITH ROUTE 55, TURN RIGHT AND CONTINUE ON
 FD1448'ROUTE 16 3.0 MILES (0.7 MILE
 FD1448'BEYOND STORES ON RIGHT AND LEFT), CROSS
 FD1448'CONCRETE BRIDGE AT RIGHT TURN IN ROAD, AND
 FD1448'CONTINUE 0.8 MILE TO MR
 FD1448'ARMSTRONGS HOUSE ON LEFT NEAR TOP OF GRADE.  SURFACE AND
 FD1448'UNDERGROUND MARKS
 FD1448'ARE STANDARD STATION DISKS IN CONCRETE.  UPPER
 FD1448'MARK IS BELOW SURFACE OF
 FD1448'GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1448'STANDARD REFERENCE DISKS IN CONCRETE.
 FD1448'NO 1 IS BELOW
 FD1448'SURFACE OF GROUND AND 98.66 FEET FROM STATION S 57
 FD1448'DEG 22 MIN W.  NO
 FD1448'2 IS IN EDGE OF FIELD, AT SOUTHEAST EDGE OF WOODS, 40 FEET
 FD1448'EAST OF RAIL FENCE LINE,
 FD1448'AND 313.10 FEET (SLOPE DISTANCE) FROM
 FD1448'STATION N 21 DEG 03 MIN E.  AZIMUTH
 FD1448'MARK IS ON PROPERTY OF
 FD1448'BOB MITCHELL, IN EDGE OF PASTURE, 150 FEET NORTHEAST OF MRS
 FD1448'RUBY GLASTOES
 FD1448'HOUSE, 38 FEET WEST OF CENTER LINE OF GRAVEL ROAD, 1 FOOT
 FD1448'WEST OF RAIL FENCE LINE, 1
 FD1448'FOOT SOUTH OF GATEPOST, AND 1.25 MILES
 FD1448'FROM STATION S 63 DEG 18 MIN E.
 FD1448'TO REACH AZIMUTH MARK
 FD1448'FROM MR ARMSTRONGS HOUSE, FOLLOW ROUTE 16 SOUTH 0.9 MILE,
 FD1448'TURN
 FD1448'SHARPLY TO LEFT ONTO GRAVEL ROAD RUNNING NORTH AND GO 0.2 MILE TO
 FD1448'MARK.  AZIMUTH
 FD1448'FROM STATION TO NORTHERLY OF TWO WHITE CHURCHES,
 FD1448'SOUTHEAST SPIRE, DISTANT 2 MILES,
 FD1448'IS S 32 DEG 02 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1423 ***********************************************************************
 FD1423  DESIGNATION -  ARNOLD ENGR DEVELOP CTR TANK
 FD1423  PID         -  FD1423
 FD1423  STATE/COUNTY-  TN/COFFEE
 FD1423  USGS QUAD   -  MANCHESTER (1972)
 FD1423
 FD1423                         *CURRENT SURVEY CONTROL
 FD1423  ___________________________________________________________________
 FD1423* NAD 83(1995)-  35 23 01.93421(N)    086 02 36.10263(W)     ADJUSTED  
 FD1423* NAVD 88     -                                                        
 FD1423  ___________________________________________________________________
 FD1423  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 FD1423  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD1423
 FD1423  HORZ ORDER  -  THIRD
 FD1423
 FD1423.The horizontal coordinates were established by classical geodetic methods
 FD1423.and adjusted by the National Geodetic Survey in April 1999..
 FD1423
 FD1423
 FD1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1423
 FD1423.The geoid height was determined by GEOID03.
 FD1423
 FD1423;                    North         East     Units Scale Factor Converg.
 FD1423;SPC TN       -   116,557.716   596,060.235   MT  0.99997907   -0 01 31.4
 FD1423;SPC TN       -   382,406.44  1,955,574.29   sFT  0.99997907   -0 01 31.4
 FD1423;UTM  16      - 3,916,034.245   586,886.517   MT  0.99969303   +0 33 14.3
 FD1423
 FD1423                          SUPERSEDED SURVEY CONTROL
 FD1423
 FD1423  NAD 83(1995)-  35 23 01.94098(N)    086 02 36.10345(W) AD(       ) 4
 FD1423  NAD 83(1995)-  35 23 01.94050(N)    086 02 36.10404(W) AD(       ) 4
 FD1423  NAD 83(1995)-  35 23 01.94078(N)    086 02 36.10147(W) AD(       ) 4
 FD1423  NAD 83(1986)-  35 23 01.94390(N)    086 02 36.09996(W) AD(       ) 4
 FD1423  NAD 27      -  35 23 01.66500(N)    086 02 36.14900(W) AD(       ) 3
 FD1423
 FD1423.Superseded values are not recommended for survey control.
 FD1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1423.See file dsdata.txt to determine how the superseded data were derived.
 FD1423
 FD1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8688716034(NAD 83)
 FD1423_MARKER: 53 = ELEVATED TANK
 FD1423
 FD1423  HISTORY     - Date     Condition        Report By
 FD1423  HISTORY     - 1962     FIRST OBSERVED   CGS
 FD1423
 FD1423                          STATION DESCRIPTION
 FD1423
 FD1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FD1423'THE STATION IS LOCATED ON THE GROUNDS OF THE ARNOLD ENGINEERING
 FD1423'DEVELOPMENT
 FD1423'CENTER, WHICH IS ABOUT FIVE MILES SOUTH OF MANCHESTER,
 FD1423'TENNESSEE.
 FD1423'
 FD1423'THE WATER TANK IS NUMBERED 351 IN AEDC STRUCTURES AND IS LOCATED IN
 FD1423'THE VON KARMAN GAS
 FD1423'DYNAMICS FACILITY GROUP OF BUILDINGS ON SECOND STREET.
 FD1423'IT IS AN EIGHT LEGGED STEEL
 FD1423'STRUCTURE THAT IS 136.75 FEET HIGH, WITH
 FD1423'A CAPACITY OF 250,000 GALLONS.  THE TANK WAS
 FD1423'CONSTRUCTED IN 1952 AND
 FD1423'AT PRESENT IS PAINTED CHECKERED BOARD, INTERNATIONAL ORANGE AND
 FD1423'WHITE.
 FD1423'
 FD1423'THE POINT OF INTERSECTION WAS THE EXTREME TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1176 ***********************************************************************
 FC1176  CBN         -  This is a Cooperative Base Network Control Station.
 FC1176  PACS        -  This is a Primary Airport Control Station.
 FC1176  DESIGNATION -  ARP
 FC1176  PID         -  FC1176
 FC1176  STATE/COUNTY-  TN/HAMILTON
 FC1176  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1176
 FC1176                         *CURRENT SURVEY CONTROL
 FC1176  ___________________________________________________________________
 FC1176* NAD 83(1995)-  35 02 11.27897(N)    085 12 12.31189(W)     ADJUSTED  
 FC1176* NAVD 88     -       201.971  (meters)     662.63   (feet)  ADJUSTED  
 FC1176  ___________________________________________________________________
 FC1176  X           -     437,177.393 (meters)                     COMP
 FC1176  Y           -  -5,209,936.172 (meters)                     COMP
 FC1176  Z           -   3,641,278.968 (meters)                     COMP
 FC1176  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FC1176  ELLIP HEIGHT-         172.14  (meters)          (08/03/04) GPS OBS
 FC1176  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1176  DYNAMIC HT  -         201.770 (meters)     661.97  (feet)  COMP
 FC1176  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 FC1176
 FC1176  HORZ ORDER  -  B
 FC1176  VERT ORDER  -  SECOND    CLASS 0
 FC1176  ELLP ORDER  -  FOURTH    CLASS I
 FC1176
 FC1176.This mark is at Lovell Field Airport (CHA)
 FC1176
 FC1176.The horizontal coordinates were established by GPS observations
 FC1176.and adjusted by the National Geodetic Survey in February 1999..
 FC1176
 FC1176.The orthometric height was determined by differential leveling
 FC1176.and adjusted by the National Geodetic Survey in June 1991..
 FC1176
 FC1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1176
 FC1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1176
 FC1176.The ellipsoidal height was determined by GPS observations
 FC1176.and is referenced to NAD 83.
 FC1176
 FC1176.The geoid height was determined by GEOID03.
 FC1176
 FC1176.The dynamic height is computed by dividing the NAVD 88
 FC1176.geopotential number by the normal gravity value computed on the
 FC1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1176.degrees latitude (g = 980.6199 gals.).
 FC1176
 FC1176.The modeled gravity was interpolated from observed gravity values.
 FC1176
 FC1176;                    North         East     Units Scale Factor Converg.
 FC1176;SPC TN       -    78,309.760   672,688.492   MT  1.00004454   +0 27 58.9
 FC1176;SPC TN       -   256,921.27  2,206,978.83   sFT  1.00004454   +0 27 58.9
 FC1176;SPC GA W     -   558,960.623   605,406.381   MT  1.00001024   -0 35 42.9
 FC1176;SPC GA W     - 1,833,856.64  1,986,237.43   sFT  1.00001024   -0 35 42.9
 FC1176;UTM  16      - 3,878,562.368   663,877.366   MT  0.99993099   +1 01 53.9
 FC1176
 FC1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1176!SPC TN       -   0.99997298  x   1.00004454  =   1.00001752
 FC1176!SPC GA W     -   0.99997298  x   1.00001024  =   0.99998322
 FC1176!UTM  16      -   0.99997298  x   0.99993099  =   0.99990397
 FC1176
 FC1176:                Primary Azimuth Mark                     Grid Az
 FC1176:SPC TN       -  LOVELL FIELD AP STA A 2 1964             019 48 49.4
 FC1176:SPC GA W     -  LOVELL FIELD AP STA A 2 1964             020 52 31.2
 FC1176:UTM  16      -  LOVELL FIELD AP STA A 2 1964             019 14 54.4
 FC1176
 FC1176|---------------------------------------------------------------------|
 FC1176| PID    Reference Object                     Distance      Geod. Az  |
 FC1176|                                                           dddmmss.s |
 FC1176| FC1849 LOVELL FIELD AP STA A 2 1964        APPROX. 0.7 KM 0201648.3 |
 FC1176| FC1847 AIRPORT BCN LOVELL FIELD            APPROX. 0.7 KM 0715346.6 |
 FC1176|---------------------------------------------------------------------|
 FC1176
 FC1176                          SUPERSEDED SURVEY CONTROL
 FC1176
 FC1176  ELLIP H (02/18/99)  172.11   (m)                       GP(       ) 4 1
 FC1176  NAD 83(1995)-  35 02 11.28146(N)    085 12 12.31521(W) AD(       ) B
 FC1176  ELLIP H (05/10/94)  172.03   (m)                       GP(       ) 4 1
 FC1176  NAD 83(1995)-  35 02 11.27664(N)    085 12 12.31756(W) AD(       ) 3
 FC1176  NAD 83(1995)-  35 02 11.27718(N)    085 12 12.31568(W) AD(       ) 3
 FC1176  NAD 83(1986)-  35 02 11.27761(N)    085 12 12.31488(W) AD(       ) 3
 FC1176  NAD 27      -  35 02 11.01100(N)    085 12 12.47700(W) AD(       ) 3
 FC1176  NAVD 88 (08/03/04)  201.97   (m)          662.6    (f) LEVELING    3  
 FC1176  NGVD 29 (??/??/92)  201.991  (m)          662.70   (f) ADJ UNCH    2 0
 FC1176
 FC1176.Superseded values are not recommended for survey control.
 FC1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1176.See file dsdata.txt to determine how the superseded data were derived.
 FC1176
 FC1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6387778562(NAD 83)
 FC1176_MARKER: DT = TOPOGRAPHIC STATION DISK
 FC1176_SETTING: 0 = UNSPECIFIED SETTING
 FC1176_SP_SET: FIELD TILE
 FC1176_STAMPING: ARP 1958
 FC1176_MARK LOGO: CGS   
 FC1176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1176+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 FC1176
 FC1176  HISTORY     - Date     Condition        Report By
 FC1176  HISTORY     - 1958     MONUMENTED       CGS
 FC1176  HISTORY     - 1968     GOOD             CGS
 FC1176  HISTORY     - 1972     GOOD             NGS
 FC1176  HISTORY     - 1972     GOOD             NGS
 FC1176  HISTORY     - 1972     GOOD             TVA
 FC1176  HISTORY     - 1978     GOOD             NGS
 FC1176  HISTORY     - 1982     GOOD             NGS
 FC1176  HISTORY     - 1982     GOOD             USGS
 FC1176  HISTORY     - 19920316 GOOD             NGS
 FC1176  HISTORY     - 1993     GOOD             NOSAMC
 FC1176  HISTORY     - 20021120 GOOD             TNDT
 FC1176  HISTORY     - 20031010 GOOD             TNDT
 FC1176  HISTORY     - 20050503 GOOD             NGS
 FC1176
 FC1176                          STATION DESCRIPTION
 FC1176
 FC1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GDB)
 FC1176'LOCATED AT THE GEOMETRIC CENTER OF CHATTANOOGA MUNICIPAL AIRPORT,
 FC1176'SOUTH OF THE INTERSECTION OF RUNWAYS 1-19 AND 14-32.  200 FT. WEST
 FC1176'OF THE WEST EDGE OF RUNWAY 1-19, 229.5 FT. SOUTHWEST OF RUNWAY LIGHT
 FC1176'NO. 48, 199.6 FT. NORTHWEST OF RUNWAY LIGHT NO. 46, 122.5 FT. NORTH
 FC1176'OF THE CENTER OF A CATCH BASIN. A STANDARD TOPGRAPHIC DISK STAMPED
 FC1176'ARP 1958 CEMENTED IN THE TOP OF A SIX-INCH FIELD TILE FLUSH WITH
 FC1176'THE GROUND.
 FC1176
 FC1176                          STATION RECOVERY (1968)
 FC1176
 FC1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1176'THE STATION WAS RECOVERED AS DESCRIBED, STATION
 FC1176'1048, WITH THE EXCEPTION THAT RUNWAY 1-19 HAS BEEN REDESIGNATED
 FC1176'2-20.
 FC1176
 FC1176                          STATION RECOVERY (1972)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1176'THE STATION WAS RECOVERED IN GOOD CONDITION A NEW DESCRIPTION
 FC1176'FOLLOWS--
 FC1176'
 FC1176'THE STATION IS LOCATED AT THE GEOMETRIC CENTER OF LOVELL
 FC1176'FIELD.  SOUTH-SOUTHWEST OF THE INTERSECTION OF RUNWAYS 2-20 AND
 FC1176'14-32.  200.7 FEET WEST OF THE WEST EDGE OF RUNWAY 2-20.  236.7
 FC1176'FEET NORTHWEST OF RUNWAY LIGHT 48.  193.9 FEET WEST OF RUNWAY
 FC1176'LIGHT 50 AND 122.5 FEET NORTH OF THE CENTER OF A CATCH BASIN.  A
 FC1176'STANDARD TOPOGRAPHIC DISK STAMPED ARP 1958 CEMENTED IN THE TOP
 FC1176'OF A SIX INCH FIELD TILE FLUSH WITH THE GROUND.
 FC1176
 FC1176                          STATION RECOVERY (1972)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1176'AT LOVELL FIELD.
 FC1176'THE MARK IS LOCATED IN THE GEOMETRIC CENTER OF LOVELL FIELD,
 FC1176'SOUTH-SOUTHWEST OF THE INTERSECTION OF RUNWAYS 2-20 AND 14-32,
 FC1176'200.7 FEET WEST OF THE WEST EDGE OF RUNWAY 2-20, 236.7 FEET NORTHWEST
 FC1176'OF RUNWAY LIGHT 48, 193.9 FEET WEST OF RUNWAY LIGHT 50 AND 122.5
 FC1176'FEET NORTH OF THE CENTER OF A CATCH BASIN.  A STANDARD TOPOGRAPHIC
 FC1176'DISK STAMPED ARP 1958 CEMENTED IN THE TOP OF A SIX INCH FIELD TILE
 FC1176'FLUSH WITH THE GROUND.
 FC1176
 FC1176                          STATION RECOVERY (1972)
 FC1176
 FC1176'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1176'RECOVERED IN GOOD CONDITION.
 FC1176
 FC1176                          STATION RECOVERY (1978)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 FC1176'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FC1176'
 FC1176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1176'AT CHATTANOOGA.
 FC1176
 FC1176                          STATION RECOVERY (1982)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 FC1176'THE STATION IS LOCATED AT THE GEOMETRIC CENTER OF LOVELL FIELD, SOUTH
 FC1176'OF THE INTERSECTION OF 2 - 20 AND 14 - 32.  THE STATION IS 200.7
 FC1176'WEST OF THE WEST EDGE OF RUNWAY 2 - 20.  191.9 FEET WEST OF THIRD
 FC1176'RUNWAY LIGHT (NO. 50).  237.7 FEET NORTHWEST OF FORTH RUNWAY LIGHT
 FC1176'(NO. 48).  AND 122.5 FEET NORTH OF THE CENTER OF A CATCH BASIN.
 FC1176'A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1958, CEMENTED IN THE TOP
 FC1176'OF A SIX INCH FIELD TILE FLUSH WITH THE GROUND.
 FC1176'
 FC1176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOVELL FIELD.
 FC1176
 FC1176                          STATION RECOVERY (1982)
 FC1176
 FC1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 FC1176'RECOVERED IN GOOD CONDITION.
 FC1176
 FC1176                          STATION RECOVERY (1992)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JLD)
 FC1176'LOCATED AT THE GEOMETRIC CENTER OF LOVELL FIELD, SOUTH-SOUTHWEST OF
 FC1176'THE INTERSECTION OF RUNWAYS 2-20 AND 14-32, 200.7 FEET (61.2 M) WEST
 FC1176'OF THE WEST EDGE OF RUNWAY 2-20, 237.7 FEET (72.5 M) NORTHWEST OF
 FC1176'RUNWAY LIGHT 48, 191.9 FEET (58.5 M) WEST OF RUNWAY LIGHT 50 AND 122.5
 FC1176'FEET (37.3 M) NORTH OF THE CENTER OF A CATCH BASIN.  A STANDARD
 FC1176'TOPOGRAPHIC DISK STAMPED ARP 1958 CEMENTED IN THE TOP OF A SIX INCH
 FC1176'FIELD TILE FLUSH WITH THE GROUND.
 FC1176
 FC1176                          STATION RECOVERY (1993)
 FC1176
 FC1176'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1993
 FC1176'STATION IS LOCATED AT THE LOVELL FIELD AIRPORT IN CHATTANOOGA, TN.
 FC1176'TO REACH FROM THE AIRPORT TERMINAL BUILDING PROCEED TO THE WEST EDGE
 FC1176'OF THE RAMP VIA TAXIWAYS ACROSS THE INTERSECTION OF THE RUNWAYS AND
 FC1176'THE STATION SOUTH-SOUTHWEST OF THE INTERSECTION OF THE RUNWAYS.
 FC1176'STATION IS LOCATED 200.7 FT (61.2 M) WEST OF THE WEST EDGE OF RUNWAY
 FC1176'2-20, 237.7 FT (72.5 M) NORTHWEST OF A RUNWAY LIGHT (WHITE LENS)
 FC1176'NUMBER 48, 191.9 FT (58.5 M) WEST OF RUNWAY LIGHT NUMBER 50 AND 122.5
 FC1176'FT (37.3 M) NORTH OF THE CENTER OF A CATCH BASIN.
 FC1176'ACCESS TO THE FIELD SHOULD BE MADE IN ADVANCE. CONTACT THE AIRPORT
 FC1176'MANAGER AT PHONE NUMBER (615) 855-2200.
 FC1176
 FC1176                          STATION RECOVERY (2002)
 FC1176
 FC1176'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1176'RECOVERED IN GOOD CONDITION.
 FC1176
 FC1176                          STATION RECOVERY (2003)
 FC1176
 FC1176'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1176'RECOVERED AS DESCRIBED.
 FC1176
 FC1176                          STATION RECOVERY (2005)
 FC1176
 FC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (LJL)
 FC1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1764 ***********************************************************************
 FB1764  DESIGNATION -  ARP
 FB1764  PID         -  FB1764
 FB1764  STATE/COUNTY-  TN/BLOUNT
 FB1764  USGS QUAD   -  MARYVILLE (1979)
 FB1764
 FB1764                         *CURRENT SURVEY CONTROL
 FB1764  ___________________________________________________________________
 FB1764* NAD 83(1986)-  35 48 42.     (N)    083 59 47.     (W)     SCALED    
 FB1764* NAVD 88     -       292.658  (meters)     960.16   (feet)  ADJUSTED  
 FB1764  ___________________________________________________________________
 FB1764  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1764  DYNAMIC HT  -         292.384 (meters)     959.26  (feet)  COMP
 FB1764  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 FB1764
 FB1764  VERT ORDER  -  SECOND    CLASS 0
 FB1764
 FB1764.This mark is at Mc Ghee Tyson Airport (TYS)
 FB1764
 FB1764.The horizontal coordinates were scaled from a topographic map and have
 FB1764.an estimated accuracy of +/- 6 seconds.
 FB1764
 FB1764.The orthometric height was determined by differential leveling
 FB1764.and adjusted by the National Geodetic Survey in June 1991..
 FB1764
 FB1764.The geoid height was determined by GEOID03.
 FB1764
 FB1764.The dynamic height is computed by dividing the NAVD 88
 FB1764.geopotential number by the normal gravity value computed on the
 FB1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1764.degrees latitude (g = 980.6199 gals.).
 FB1764
 FB1764.The modeled gravity was interpolated from observed gravity values.
 FB1764
 FB1764;                    North         East    Units  Estimated Accuracy
 FB1764;SPC TN       -   165,870.      781,060.      MT  (+/- 180 meters Scaled)
 FB1764
 FB1764                          SUPERSEDED SURVEY CONTROL
 FB1764
 FB1764  NGVD 29 (??/??/92)  292.782  (m)          960.57   (f) ADJ UNCH    2 0
 FB1764
 FB1764.Superseded values are not recommended for survey control.
 FB1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1764.See file dsdata.txt to determine how the superseded data were derived.
 FB1764
 FB1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV292672(NAD 83)
 FB1764_MARKER: DT = TOPOGRAPHIC STATION DISK
 FB1764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1764_SP_SET: CONCRETE RUNWAY
 FB1764_STAMPING: ARP 1953
 FB1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1764
 FB1764  HISTORY     - Date     Condition        Report By
 FB1764  HISTORY     - 1953     MONUMENTED       CGS
 FB1764  HISTORY     - 1959     POOR             NGS
 FB1764  HISTORY     - 1970     GOOD             NGS
 FB1764
 FB1764                          STATION DESCRIPTION
 FB1764
 FB1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1764'AT KNOXVILLE MUN AIRPORT.
 FB1764'LOCATED AT KNOXVILLE MUNICIPAL AIRPORT, KNOXVILLE, TENNESSEE,
 FB1764'NEAR THE SOUTHEAST EDGE OF RUNWAY 4L-22R NEAR ITS MIDPOINT, 1264
 FB1764'FEET NORTHEAST ALONG THE SOUTHEAST EDGE OF THE RUNWAY FROM THE
 FB1764'NORTHEAST EDGE OF THE TAXIWAY LEADING TO THE AIR FORCE HANGARS,
 FB1764'AND ONE FOOT NORTHWEST FROM THE RUNWAY EDGE.  A STANDARD TOPOGRAPHIC
 FB1764'STATION DISK, STAMPED ARP 1953, CEMENTED IN A DRILLHOLE IN THE
 FB1764'CONCRETE RUNWAY.  NOTE-- MARK HAS BEEN HIT BY A SNOWPLOW AND THE
 FB1764'LETTERS ARP HAVE BEEN SCRAPED OFF.
 FB1764
 FB1764                          STATION RECOVERY (1970)
 FB1764
 FB1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FB1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4383 ***********************************************************************
 AA4383  PACS        -  This is a Primary Airport Control Station.
 AA4383  DESIGNATION -  ARP SYI 1971
 AA4383  PID         -  AA4383
 AA4383  STATE/COUNTY-  TN/BEDFORD
 AA4383  USGS QUAD   -  DEASON (1981)
 AA4383
 AA4383                         *CURRENT SURVEY CONTROL
 AA4383  ___________________________________________________________________
 AA4383* NAD 83(1995)-  35 33 36.17685(N)    086 26 35.30525(W)     ADJUSTED  
 AA4383* NAVD 88     -       242.18   (+/-2cm)     794.6    (feet)  VERTCON   
 AA4383  ___________________________________________________________________
 AA4383  X           -     322,275.075 (meters)                     COMP
 AA4383  Y           -  -5,184,707.082 (meters)                     COMP
 AA4383  Z           -   3,688,714.423 (meters)                     COMP
 AA4383  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AA4383  ELLIP HEIGHT-         214.00  (meters)          (02/25/99) GPS OBS
 AA4383  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA4383
 AA4383  HORZ ORDER  -  B
 AA4383  VERT ORDER  -  THIRD ? (See Below)
 AA4383  ELLP ORDER  -  FOURTH    CLASS II
 AA4383
 AA4383.This mark is at Shelbyville Airport (SYI)
 AA4383
 AA4383.The horizontal coordinates were established by GPS observations
 AA4383.and adjusted by the National Geodetic Survey in February 1999..
 AA4383
 AA4383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4383
 AA4383.GPS derived orthometric heights for airport stations designated as
 AA4383.PACS or SACS are published to 2 decimal places.  This maintains
 AA4383.centimeter relative accuracy between the PACS and SACS.  It does
 AA4383.not indicate centimeter accuracy relative to other marks which are
 AA4383.part of the NAVD 88 network.
 AA4383.The vertical order pertains to the NGVD 29 superseded value.
 AA4383
 AA4383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4383
 AA4383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4383
 AA4383.The ellipsoidal height was determined by GPS observations
 AA4383.and is referenced to NAD 83.
 AA4383
 AA4383.The geoid height was determined by GEOID03.
 AA4383
 AA4383;                    North         East     Units Scale Factor Converg.
 AA4383;SPC TN       -   136,194.056   559,825.845   MT  0.99995977   -0 15 34.0
 AA4383;SPC TN       -   446,830.00  1,836,695.29   sFT  0.99995977   -0 15 34.0
 AA4383;UTM  16      - 3,935,295.884   550,465.973   MT  0.99963138   +0 19 25.9
 AA4383
 AA4383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4383!SPC TN       -   0.99996641  x   0.99995977  =   0.99992618
 AA4383!UTM  16      -   0.99996641  x   0.99963138  =   0.99959780
 AA4383
 AA4383                          SUPERSEDED SURVEY CONTROL
 AA4383
 AA4383  NAD 83(1995)-  35 33 36.17824(N)    086 26 35.30726(W) AD(       ) B
 AA4383  ELLIP H (09/30/94)  213.98   (m)                       GP(       ) 4 2
 AA4383  NGVD 29 (09/30/94)  242.18   (m)          794.6    (f) LEVELING    3  
 AA4383
 AA4383.Superseded values are not recommended for survey control.
 AA4383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4383.See file dsdata.txt to determine how the superseded data were derived.
 AA4383
 AA4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5046635296(NAD 83)
 AA4383_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4383_SP_SET: CONCRETE POST
 AA4383_STAMPING: ARP SYI 1971
 AA4383_MARK LOGO: NGS   
 AA4383_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4383+STABILITY: SURFACE MOTION
 AA4383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4383+SATELLITE: SATELLITE OBSERVATIONS - 1971
 AA4383
 AA4383  HISTORY     - Date     Condition        Report By
 AA4383  HISTORY     - 1971     MONUMENTED       NGS
 AA4383  HISTORY     - 19860311 GOOD             NGS
 AA4383
 AA4383                          STATION DESCRIPTION
 AA4383
 AA4383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 AA4383'STATION IS LOCATED ON THE BOMAR-FIELD SHELBYVILLE MUNICIPAL AIRPORT
 AA4383'WHICH IS ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF SHELBYVILLE, TN AND
 AA4383'1.8 MI (2.9 KM) SOUTH OF THE INTERSECTION OF US HIGHWAY 231 AND STATE
 AA4383'HIGHWAY 82. TO REACH FROM THE TERMINAL RAMP OF THE AIRPORT PROCEED TO
 AA4383'A TAXIWAY RUNNING SOUTHEAST TO THE CENTER OF THE RUNWAY AND THE
 AA4383'STATION ON THE SOUTH SIDE OF THE TAXIWAY AND WEST OF THE RUNWAY. IT IS
 AA4383'196.2 FT (59.8 M) WEST OF THE RUNWAY CENTERLINE, 120.0 FT (36.6 M) ESE
 AA4383'OF THE CENTER OF THE NORTHERN END OF A CULVERT, 70.5 FT (21.5 M) WSW
 AA4383'OF THE CENTERLINE OF THE TAXIWAY, 63.3 FT (19.3 M) EAST OF THE EAST
 AA4383'POST OF AN AIRPORT INFORMATION SIGN, 60.5 FT (18.4 M) WNW OF THE THIRD
 AA4383'TAXIWAY LIGHT WEST OF THE EDGE OF THE RUNWAY AND 51.2 FT (15.6 M) SW
 AA4383'OF THE SOUTH EDGE OF A PAINTED STRIPE ACROSS THE TAXIWAY.
 AA4383
 AA4383                          STATION RECOVERY (1986)
 AA4383
 AA4383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AA4383'THE STATION IS LOCATED IN THE GRASS AREA WEST OF THE INTERSECTION OF
 AA4383'RUNWAY 18-36 AND THE SOUTHERLY OF TWO TAXIWAYS LEADING TO THE TERMINAL
 AA4383'BUILDING.  IT IS 196.2 FEET (59.8 M) WEST OF THE CENTERLINE OF RUNWAY
 AA4383'18-36, 120.0 FEET (36.6 M) ESE OF THE CENTER OF THE NORTHERN END OF A
 AA4383'CULVERT, 70.5 FEET (21.5 M) WSW OF THE CENTERLINE OF THE TAXIWAY.  THE
 AA4383'STATION IS A STANDARD TOPOGRAPHIC STATION DISK SET IN A CONCRETE POST
 AA4383'WHICH IS FLUSH WITH THE GROUND, AND IS STAMPED ARP SYI 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2548 ***********************************************************************
 GB2548  DESIGNATION -  ARROW
 GB2548  PID         -  GB2548
 GB2548  STATE/COUNTY-  TN/ANDERSON
 GB2548  USGS QUAD   -  CLINTON (1990)
 GB2548
 GB2548                         *CURRENT SURVEY CONTROL
 GB2548  ___________________________________________________________________
 GB2548* NAD 83(1995)-  36 04 31.37033(N)    084 12 03.96942(W)     ADJUSTED  
 GB2548* NAVD 88     -       329.7    (meters)    1082.     (feet)  VERTCON   
 GB2548  ___________________________________________________________________
 GB2548  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 GB2548  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB2548
 GB2548  HORZ ORDER  -  SECOND
 GB2548
 GB2548.The horizontal coordinates were established by classical geodetic methods
 GB2548.and adjusted by the National Geodetic Survey in April 1999..
 GB2548
 GB2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2548
 GB2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2548
 GB2548.The geoid height was determined by GEOID03.
 GB2548
 GB2548;                    North         East     Units Scale Factor Converg.
 GB2548;SPC TN       -   194,768.398   762,024.672   MT  0.99995724   +1 03 11.3
 GB2548;SPC TN       -   639,002.65  2,500,075.94   sFT  0.99995724   +1 03 11.3
 GB2548;UTM  16      - 3,995,936.123   752,048.670   MT  1.00038285   +1 38 56.4
 GB2548
 GB2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2548!SPC TN       -   0.99995303  x   0.99995724  =   0.99991028
 GB2548!UTM  16      -   0.99995303  x   1.00038285  =   1.00033587
 GB2548
 GB2548|---------------------------------------------------------------------|
 GB2548| PID    Reference Object                     Distance      Geod. Az  |
 GB2548|                                                           dddmmss.s |
 GB2548| DB8650 ARROW RM 1                            8.851 METERS 04925     |
 GB2548| DB8649 ARROW AZ MK                                        2163813.6 |
 GB2548| DB8651 ARROW RM 2                            9.354 METERS 23159     |
 GB2548|---------------------------------------------------------------------|
 GB2548
 GB2548                          SUPERSEDED SURVEY CONTROL
 GB2548
 GB2548  NAD 83(1995)-  36 04 31.37536(N)    084 12 03.97042(W) AD(       ) 2
 GB2548  NAD 83(1995)-  36 04 31.37527(N)    084 12 03.96962(W) AD(       ) 2
 GB2548  NAD 83(1986)-  36 04 31.38214(N)    084 12 03.96722(W) AD(       ) 2
 GB2548  NAD 27      -  36 04 31.10092(N)    084 12 04.25382(W) AD(       ) 2
 GB2548  NGVD 29 (07/19/86)  329.8    (m)         1082.     (f) VERT ANG       
 GB2548
 GB2548.Superseded values are not recommended for survey control.
 GB2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2548.See file dsdata.txt to determine how the superseded data were derived.
 GB2548
 GB2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5204995936(NAD 83)
 GB2548_MARKER: DD = SURVEY DISK
 GB2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2548
 GB2548  HISTORY     - Date     Condition        Report By
 GB2548  HISTORY     - 1965     MONUMENTED       TNHD
 GB2548
 GB2548                          STATION DESCRIPTION
 GB2548
 GB2548'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2548'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CLINTON.
 GB2548'
 GB2548'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2548'ROUTE 95 ABOUT 6 MILES
 GB2548'SOUTHWEST OF LCINTON, GO 0.5 MILE WEST ON STATE ROUTE
 GB2548'61 TO A PAVED ROAD, ON THE
 GB2548'RIGHT, TURN RIGHT, NORTH AND GO 0.45 MILE
 GB2548'TO THE INTERSECTION OF A GRAVELED ROAD AND
 GB2548'THE AZIMUTH MARK ON THE
 GB2548'RIGHT ABOUT 14 FEET ABOVE THE PAVEMENT , CONTINUE STRAIGHT
 GB2548'AHEAD ON THE
 GB2548'PAVED ROAD FOR 0.3 MILE NORTHEAST TO THE STATION ON THE RIGHT AS
 GB2548'DESCRIBED.
 GB2548'
 GB2548'THE STATION MARK IS 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB2548'THE PAVED ROAD, 4 FEET
 GB2548'NORTH OF THE APPROXIMATE CENTER OF A ROUND WATER METER
 GB2548'COVER, 3.1 FEET NORTHEAST OF A
 GB2548'WITNESS POST, AND 2 FEET SOUTHEAST OF
 GB2548'THE EDGE OF THE BANK OF A HIGHWAY CUT.  THE
 GB2548'SURFACE AND UNDERGROUND
 GB2548'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 GB2548'DISKS ARE
 GB2548'STAMPED ARROW 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GB2548'BELOW THE SURFACE.
 GB2548'THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GB2548'FLUSH, CONCRETE MONUMENT.
 GB2548'
 GB2548'REFERENCE MARK NO. 1 IS 25 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB2548'OF THE PAVED ROAD AND 1
 GB2548'FOOT SOUTHEAST OF THE EDGE OF THE BANK OF THE CUT.
 GB2548'IT IS A STANDARD TENNESSEE HIGHWAY
 GB2548'DEPARTMENT DISK SET IN A 10-INCH
 GB2548'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2548'STAMPED ARROW RM-1
 GB2548'1964.
 GB2548'
 GB2548'REFERENCE MARK NO. 2 IS 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB2548'OF THE PAVED ROAD.  IT
 GB2548'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB2548'IN A 10-INCH SQUARE, FLUSH,
 GB2548'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2548'ARROW RM-2 1964.
 GB2548'
 GB2548'THE AZIMUTH MARK IS 21 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2548'GRAVEL ROAD, 5 FEET
 GB2548'NORTHWEST OF A UTILITY POLE, 2.2 FEET NORTHWEST OF A
 GB2548'WITNESS POST AND 2 FEET NORTH
 GB2548'OF THE EDGE OF THE BANK OF A HIGHWAY
 GB2548'CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2548'DEPARTMENT DISK SET IN A
 GB2548'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2548'STAMPED ARROW
 GB2548'AZI 1964.
 GB2548'
 GB2548'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2548'
 GB2548'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2300 ***********************************************************************
 FE2300  DESIGNATION -  ARSENAL
 FE2300  PID         -  FE2300
 FE2300  STATE/COUNTY-  TN/CARROLL
 FE2300  USGS QUAD   -  SPRING CREEK (1983)
 FE2300
 FE2300                         *CURRENT SURVEY CONTROL
 FE2300  ___________________________________________________________________
 FE2300* NAD 83(1995)-  35 50 59.06209(N)    088 40 03.95141(W)     ADJUSTED  
 FE2300* NAVD 88     -       169.22   (+/-2cm)     555.2    (feet)  VERTCON   
 FE2300  ___________________________________________________________________
 FE2300  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FE2300  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2300
 FE2300  HORZ ORDER  -  SECOND
 FE2300  VERT ORDER  -  THIRD ? (See Below)
 FE2300
 FE2300.The horizontal coordinates were established by classical geodetic methods
 FE2300.and adjusted by the National Geodetic Survey in April 1999..
 FE2300
 FE2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2300.The vertical order pertains to the NGVD 29 superseded value.
 FE2300
 FE2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2300
 FE2300.The geoid height was determined by GEOID03.
 FE2300
 FE2300;                    North         East     Units Scale Factor Converg.
 FE2300;SPC TN       -   171,527.920   359,051.331   MT  0.99994844   -1 33 42.5
 FE2300;SPC TN       -   562,754.52  1,177,987.58   sFT  0.99994844   -1 33 42.5
 FE2300;UTM  16      - 3,968,566.481   349,397.007   MT  0.99987949   -0 58 36.9
 FE2300
 FE2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2300!SPC TN       -   0.99997787  x   0.99994844  =   0.99992632
 FE2300!UTM  16      -   0.99997787  x   0.99987949  =   0.99985737
 FE2300
 FE2300|---------------------------------------------------------------------|
 FE2300| PID    Reference Object                     Distance      Geod. Az  |
 FE2300|                                                           dddmmss.s |
 FE2300| CG3145 ARSENAL RM 1                         20.297 METERS 03227     |
 FE2300| CG3144 ARSENAL AZ MK                                      1572524.6 |
 FE2300| FE2301 MILAN ORDNANCE DEPOT HQ TANK        140.015 METERS 20235     |
 FE2300| CG3146 ARSENAL RM 2                         24.392 METERS 26041     |
 FE2300|---------------------------------------------------------------------|
 FE2300
 FE2300                          SUPERSEDED SURVEY CONTROL
 FE2300
 FE2300  NAD 83(1995)-  35 50 59.06549(N)    088 40 03.95666(W) AD(       ) 2
 FE2300  NAD 83(1986)-  35 50 59.07322(N)    088 40 03.95165(W) AD(       ) 2
 FE2300  NAD 27      -  35 50 58.83670(N)    088 40 03.74420(W) AD(       ) 2
 FE2300  NGVD 29 (07/19/86)  169.26   (m)          555.3    (f) LEVELING    3  
 FE2300
 FE2300.Superseded values are not recommended for survey control.
 FE2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2300.See file dsdata.txt to determine how the superseded data were derived.
 FE2300
 FE2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4939768566(NAD 83)
 FE2300_MARKER: DS = TRIANGULATION STATION DISK
 FE2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2300+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 FE2300
 FE2300  HISTORY     - Date     Condition        Report By
 FE2300  HISTORY     - 1958     MONUMENTED       CGS
 FE2300  HISTORY     - 20020426 GOOD             USACE
 FE2300
 FE2300                          STATION DESCRIPTION
 FE2300
 FE2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2300'THE STATION IS ABOUT 7.0 MILES SOUTHEAST OF MILAN, ABOUT 0.5 MILE
 FE2300'WEST OF THE VILLAGE OF LAVINIA AND ON THE GROUNDS OF THE MILAN
 FE2300'ORDNANCE DEPOT. IT IS 136 FEET SOUTHEAST OF A FLAGPOLE, 54 FEET SOUTH
 FE2300'OF THE SOUTHWEST CORNER OF BUILDING I-1, 42 FEET EAST OF THE
 FE2300'CENTERLINE OF A DRIVEWAY AND 23 FEET SOUTH OF A 12 INCH ELM TREE. THE
 FE2300'MONUMENT IS FLUSH AND THE DISK IS STAMPED ARSENAL 1958.
 FE2300'
 FE2300'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CEDAR GROVE, GO
 FE2300'NORTHEAST ON U.S. HIGHWAY 70 FOR 0.5 MILE TO THE HICKORY FLAT
 FE2300'METHODIST CHURCH ON THE RIGHT AND A SIDE ROAD LEFT. TURN LEFT AND GO
 FE2300'WEST ON A PAVED ROAD FOR 4.45 MILES TO THE MAIN CROSSROAD IN
 FE2300'LAVINIA. TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 4.15 MILES TO A
 FE2300'SIDE ROAD LEFT. TURN LEFT AND GO WEST FOR 0.4 MILE TO THE
 FE2300'WHITTHORNE GATE ENTRANCE. CONTINUE AHEAD THROUGH GATE AND GO WEST FOR
 FE2300'0.55 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON A
 FE2300'PAVED ROAD FOR 4.0 MILES TO A GUARD STATION (BUILDING I-10).
 FE2300'CONTINUE AHEAD FOR 0.15 MILE TO BUILDING I-1 AND THE STATION ON THE
 FE2300'LEFT.
 FE2300'
 FE2300'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A PAVED ROAD
 FE2300'FOR 0.15 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST FOR 0.1
 FE2300'MILE TO BUILDING I-37 AND THE AZIMUTH MARK ON THE RIGHT.
 FE2300'
 FE2300'REFERENCE MARK 1 IS SET AT THE NORTH EDGE OF THE SIDEWALK AROUND
 FE2300'BUILDING I-1. IT IS 6 FEET WEST OF THE SOUTHEAST CORNER OF THE
 FE2300'BUILDING AND 2 FEET SOUTH OF THE SOUTH WALL OF THE BUILDING. THE
 FE2300'MONUMENT IS FLUSH AND THE DISK IS STAMPED ARSENAL NO 1 1958.
 FE2300'
 FE2300'REFERENCE MARK 2 IS 112 FEET SOUTH OF A FLAGPOLE, 69 FEET EAST OF THE
 FE2300'CENTERLINE OF A PAVED ROAD, 16 FEET NORTH OF THE CENTERLINE OF THE
 FE2300'DRIVEWAY AND 12 FEET SOUTH OF A 10 INCH ELM TREE. THE MONUMENT IS
 FE2300'FLUSH AND THE DISK IS STAMPED ARSENAL NO 2 1958.
 FE2300'
 FE2300'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTERLINE OF A PAVED
 FE2300'STREET, 14 FEET NORTH OF THE NORTH SIDE OF BUILDING I-37, 10
 FE2300'FEET NORTHEAST OF A POWERLINE POLE AND 2 FEET NORTH OF A WHITE
 FE2300'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2300'ARSENAL 1958.
 FE2300'
 FE2300'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2300
 FE2300                          STATION RECOVERY (2002)
 FE2300
 FE2300'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2411 ***********************************************************************
 GC2411  DESIGNATION -  ASHBURN
 GC2411  PID         -  GC2411
 GC2411  STATE/COUNTY-  TN/ROBERTSON
 GC2411  USGS QUAD   -  YOUNGVILLE (1980)
 GC2411
 GC2411                         *CURRENT SURVEY CONTROL
 GC2411  ___________________________________________________________________
 GC2411* NAD 83(1995)-  36 37 09.72652(N)    086 48 58.81598(W)     ADJUSTED  
 GC2411* NAVD 88     -       206.69   (+/-2cm)     678.1    (feet)  VERTCON   
 GC2411  ___________________________________________________________________
 GC2411  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 GC2411  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GC2411
 GC2411  HORZ ORDER  -  FIRST
 GC2411  VERT ORDER  -  THIRD ? (See Below)
 GC2411
 GC2411.The horizontal coordinates were established by classical geodetic methods
 GC2411.and adjusted by the National Geodetic Survey in April 1999..
 GC2411
 GC2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2411.The vertical order pertains to the NGVD 29 superseded value.
 GC2411
 GC2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2411
 GC2411.The geoid height was determined by GEOID03.
 GC2411
 GC2411;                    North         East     Units Scale Factor Converg.
 GC2411;SPC TN       -   253,947.233   526,973.582   MT  1.00004224   -0 28 40.5
 GC2411;SPC TN       -   833,158.55  1,728,912.49   sFT  1.00004224   -0 28 40.5
 GC2411;UTM  16      - 4,052,664.734   516,422.645   MT  0.99960332   +0 06 34.4
 GC2411
 GC2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2411!SPC TN       -   0.99997224  x   1.00004224  =   1.00001448
 GC2411!UTM  16      -   0.99997224  x   0.99960332  =   0.99957557
 GC2411
 GC2411:                Primary Azimuth Mark                     Grid Az
 GC2411:SPC TN       -  ASHBURN AZ MK                            016 57 41.1
 GC2411:UTM  16      -  ASHBURN AZ MK                            016 22 26.2
 GC2411
 GC2411|---------------------------------------------------------------------|
 GC2411| PID    Reference Object                     Distance      Geod. Az  |
 GC2411|                                                           dddmmss.s |
 GC2411| CG5485 ASHBURN AZ MK                                      0162900.6 |
 GC2411| CG5486 ASHBURN RM 1                          9.924 METERS 04114     |
 GC2411| CG5488 ASHBURN RM 3                         17.947 METERS 09223     |
 GC2411| CG5489 ASHBURN RM 4                         24.688 METERS 18418     |
 GC2411| CG5487 ASHBURN RM 2                                       33616     |
 GC2411| GC2423 RUSSELLVILLE BEACON LIGHT           APPROX.23.8 KM 3441811.8 |
 GC2411|---------------------------------------------------------------------|
 GC2411
 GC2411                          SUPERSEDED SURVEY CONTROL
 GC2411
 GC2411  NAD 83(1995)-  36 37 09.72736(N)    086 48 58.81686(W) AD(       ) 1
 GC2411  NAD 83(1995)-  36 37 09.73307(N)    086 48 58.81845(W) AD(       ) 1
 GC2411  NAD 83(1986)-  36 37 09.73577(N)    086 48 58.81971(W) AD(       ) 1
 GC2411  NAD 27      -  36 37 09.59000(N)    086 48 58.83700(W) AD(       ) 1
 GC2411  NGVD 29 (07/19/86)  206.76   (m)          678.3    (f) LEVELING    3  
 GC2411
 GC2411.Superseded values are not recommended for survey control.
 GC2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2411.See file dsdata.txt to determine how the superseded data were derived.
 GC2411
 GC2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1642352665(NAD 83)
 GC2411_MARKER: DS = TRIANGULATION STATION DISK
 GC2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2411
 GC2411  HISTORY     - Date     Condition        Report By
 GC2411  HISTORY     - 1930     MONUMENTED       CGS
 GC2411  HISTORY     - 1935     GOOD             CGS
 GC2411  HISTORY     - 1951     GOOD             CGS
 GC2411
 GC2411                          STATION DESCRIPTION
 GC2411
 GC2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2411'ABOUT 9 MILES NORTH OF SPRINGFIELD, 4 MILES SOUTHEAST OF ADAIRVILLE,
 GC2411'KY., AND ON LAND OWNED BY W.M. AND G.W. TAYLOR.  TO REACH FROM
 GC2411'SPRINGFIELD, GO NORTH 2 MILES ON ROUTE 41 E., THENCE NORTH 5.9 MILES
 GC2411'ON ROUTE 65 ON GRAVEL-ROAD LEADING EAST.  FOLLOW THIS ROAD 2.1
 GC2411'MILES TO ASHBURN, TURN RIGHT, CROSS BRIDGE, GO 0.2 MILE TO BRICK
 GC2411'SCHOOLHOUSE KEEP LEFT FORK EAST 0.6 MILE TO CORNER, AND THENCE SOUTH
 GC2411'0.2 MILE TO STATION SITE.  STATION IS IN APEX OF SMALL FIELD WHICH IS
 GC2411'NORTH OF GROVE OF TREES, 17.1 METERS (56 FEET) NORTH OF SOUTH CORNER
 GC2411'POST, 4.6 METERS (15 FEET) WEST OF WIRE FENCE, AND 10.0 METERS
 GC2411'(33 FEET) WEST OF ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2411'STATION DISKS IN CONCRETE.  UPPER MARK IS 1 FOOT
 GC2411'BELOW SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GC2411'CONCRETE.  NO. 1 IS IN FENCE LINE, 17 METERS (56 FEET)
 GC2411'NORTH OF SMALL WASH, 6.5 METERS (21 FEET) WEST OF ROAD, AND 99.23
 GC2411'METERS (325.6 FEET) FROM STATION.  NO. 2
 GC2411'IS 200 METERS (656 FEET) EAST OF TAYLORS HOUSE, 6 METERS (20 FEET)
 GC2411'NORTH OF ROAD, AND APPROXIMATELY 1/4 MILE FROM STATION.
 GC2411
 GC2411                          STATION RECOVERY (1935)
 GC2411
 GC2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GC2411'SURFACE AND REFERENCE MARKERS IN GOOD CONDITION.  STATION IS 74.9
 GC2411'FEET FROM TRIANGULAR BLAZE ON 18-INCH OAK IN AZIMUTH 141 DEG 00
 GC2411'MIN.
 GC2411'
 GC2411'DESCRIPTION EASILY FOLLOWED AND CORRECT.
 GC2411
 GC2411                          STATION RECOVERY (1951)
 GC2411
 GC2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2411'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GC2411'CONDITION WITH THE EXCEPTION OF R.M. NO. 2 WHICH HAS BEEN MOVED BY
 GC2411'ROAD MACHINERY AND WAS DESTROYED BY THIS PARTY.  REFERENCE MARKS NO.
 GC2411'3 AND NO. 4 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 GC2411'A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2411'
 GC2411'STATION IS LOCATED ABOUT 6 MILES WEST OF ORLINDA AND 4 MILES
 GC2411'SOUTHEAST OF ADAIRVILLE ON PROPERTY OWNED BY MR. JESSE FUQUA.
 GC2411'IT IS IN A CULTIVATED FIELD, 31 FEET WEST OF THE CENTER OF A GRAVEL
 GC2411'ROAD.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE
 GC2411'GROUND AND THE DISK IS STAMPED ASHBURN 1930.
 GC2411'
 GC2411'REFERENCE MARK NO. 1 IS 325.6 FEET NORTHEAST OF THE STATION, 40 FEET
 GC2411'SOUTH OF A SMALL DRAINAGE DITCH AND 14 FEET WEST OF THE CENTER OF
 GC2411'THE GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GC2411'STAMPED ASHBURN NO 1 1930.
 GC2411'
 GC2411'REFERENCE MARK NO. 3 IS 58.88 FEET EAST OF THE STATION, 15 FEET EAST
 GC2411'OF THE CENTER OF THE GRAVEL ROAD, 3 FEET SOUTH OF A WHITE WITNESS
 GC2411'POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 GC2411'AND THE DISK IS STAMPED ASHBURN NO 3 1930.
 GC2411'
 GC2411'REFERENCE MARK NO. 4 IS 80.99 FEET SOUTH OF THE STATION, 16 FEET EAST
 GC2411'OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT WEST OF THE FENCE.  THE
 GC2411'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ASHBURN NO 4
 GC2411'1930.
 GC2411'
 GC2411'AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, 16 FEET EAST OF THE
 GC2411'CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A WHITE WITNESS POST.
 GC2411'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ASHBURN
 GC2411'1930 1951
 GC2411'
 GC2411'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PUBLIC SQUARE
 GC2411'IN ADAIRVILLE, GO SOUTH ON STATE HIGHWAY 75 FOR 1.5 MILES TO THE
 GC2411'KY.-TENN. STATE LINE, CONTINUE ON TENN. STATE HIGHWAY NO. 65 FOR 1.1
 GC2411'MILE TO A GRAVEL CROSSROAD, TURN LEFT AND FOLLOW GRAVEL ROAD FOR 1.8
 GC2411'MILE TO A ROAD FORK AT THE VILLAGE OF ASHBURN, KEEP LEFT ON GRAVEL
 GC2411'ROAD FOR 0.8 MILE TO A T INTERSECTION (*), TURN RIGHT ON GRAVEL ROAD
 GC2411'FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2411'
 GC2411'TO REACH THE AZIMUTH MARK FROM THIS POINT (*), GO NORTH ON GRAVEL
 GC2411'ROAD FOR 0.15 MILE THE MARK ON THE RIGHT AS DESCRIBED.
 GC2411'
 GC2411'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2315 ***********************************************************************
 FE2315  DESIGNATION -  ASHPORT
 FE2315  PID         -  FE2315
 FE2315  STATE/COUNTY-  TN/MADISON
 FE2315  USGS QUAD   -  CLAYBROOK (1980)
 FE2315
 FE2315                         *CURRENT SURVEY CONTROL
 FE2315  ___________________________________________________________________
 FE2315* NAD 83(1995)-  35 43 50.71929(N)    088 43 08.53284(W)     ADJUSTED  
 FE2315* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2315  ___________________________________________________________________
 FE2315  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2315  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2315
 FE2315  HORZ ORDER  -  THIRD
 FE2315
 FE2315.The horizontal coordinates were established by classical geodetic methods
 FE2315.and adjusted by the National Geodetic Survey in April 1999..
 FE2315
 FE2315.The orthometric height was scaled from a topographic map.
 FE2315
 FE2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2315
 FE2315.The geoid height was determined by GEOID03.
 FE2315
 FE2315;                    North         East     Units Scale Factor Converg.
 FE2315;SPC TN       -   158,459.239   354,054.923   MT  0.99995002   -1 35 30.6
 FE2315;SPC TN       -   519,878.35  1,161,595.19   sFT  0.99995002   -1 35 30.6
 FE2315;UTM  16      - 3,955,448.147   344,534.883   MT  0.99989783   -1 00 14.7
 FE2315
 FE2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2315!SPC TN       -   0.99997838  x   0.99995002  =   0.99992840
 FE2315!UTM  16      -   0.99997838  x   0.99989783  =   0.99987621
 FE2315
 FE2315|---------------------------------------------------------------------|
 FE2315| PID    Reference Object                     Distance      Geod. Az  |
 FE2315|                                                           dddmmss.s |
 FE2315| FE2320 55 44 45                             30.734 METERS 01113     |
 FE2315| FE2316 BM 6                                  8.167 METERS 08819     |
 FE2315| CG3150 ASHPORT AZ MK                                      1344533.5 |
 FE2315| FE2338 JACKSON RAD STA WJAK MAST           APPROX.10.8 KM 2065915.0 |
 FE2315| FE2391 MEDINA MUNICIPAL TANK               APPROX. 9.5 KM 3270706.2 |
 FE2315| CG3151 ASHPORT RM 1                         26.233 METERS 33501     |
 FE2315|---------------------------------------------------------------------|
 FE2315
 FE2315                          SUPERSEDED SURVEY CONTROL
 FE2315
 FE2315  NAD 83(1995)-  35 43 50.72349(N)    088 43 08.53813(W) AD(       ) 3
 FE2315  NAD 83(1986)-  35 43 50.73071(N)    088 43 08.53361(W) AD(       ) 3
 FE2315  NAD 27      -  35 43 50.48860(N)    088 43 08.33200(W) AD(       ) 3
 FE2315
 FE2315.Superseded values are not recommended for survey control.
 FE2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2315.See file dsdata.txt to determine how the superseded data were derived.
 FE2315
 FE2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4453555448(NAD 83)
 FE2315_MARKER: DS = TRIANGULATION STATION DISK
 FE2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2315
 FE2315  HISTORY     - Date     Condition        Report By
 FE2315  HISTORY     - 1958     MONUMENTED       CGS
 FE2315
 FE2315                          STATION DESCRIPTION
 FE2315
 FE2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2315'THE STATION IS ABOUT 9 MILES NORTHEAST OF JACKSON AND 5 MILES
 FE2315'SOUTHEAST OF MEDINA ON THE PROPERTY OF MR. FELIX EXUM.  IT IS 13
 FE2315'FEET WEST OF A WEST GATEPOST, 9 FEET NORTH OF A WHITE WITNESS POST,
 FE2315'10 FEET NORTH OF A WIRE FENCE, 92 FEET SOUTHEAST OF THE
 FE2315'SOUTHEAST CORNER OF A RED BRICK HOUSE, AND 34 FEET SOUTH OF THE
 FE2315'CENTERLINE OF ASHPORT ROAD. THE MONUMENT IS FLUSH AND THE
 FE2315'DISK IS STAMPED ASHPORT 1958.
 FE2315'
 FE2315'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FE2315'SQUARE IN JACKSON, GO EAST ON U.S. HIGHWAY 70, U.S.  HIGHWAY 45,
 FE2315'AND STATE HIGHWAY 20 FOR 0.3 MILE TO THEIR JUNCTION. GO NORTH AND
 FE2315'EAST ON U.S. HIGHWAY 70 AND STATE HIGHWAY 20 FOR 5.7 MILES TO THEIR
 FE2315'JUNCTION. CONTINUE STRAIGHT AHEAD (NORTHEAST) ON U.S. HIGHWAY 70 FOR
 FE2315'4.05 MILES TO 55-12/7 (TNDG) MARK ON THE LEFT. CONTINUE NORTHEAST
 FE2315'ON HIGHWAY 70 FOR 0.05 MILE TO THE AZIMUTH MARK ON
 FE2315'THE LEFT. CONTINUE NORTHEAST ON HIGHWAY 70 FOR 0.1 MILE TO
 FE2315'55-12/8 (TNDG) MARK ON THE LEFT AND A
 FE2315'GRAVELED SIDE ROAD LEFT. TURN LEFT AND GO WEST ON ASHPORT ROAD FOR
 FE2315'0.2 MILE TO THE STATION ON THE LEFT (SOUTH) SIDE OF THE ROAD.
 FE2315'
 FE2315'REFERENCE MARK 1 IS 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2315'RED BRICK HOUSE, 47 FEET NORTHEAST OF A 10 INCH LOCUST TREE, 15
 FE2315'FEET NORTH OF THE CENTER LINE OF A GRAVELED DRIVEWAY WEST, 24 FEET
 FE2315'WEST OF THE CENTERLINE OF ASHPORT ROAD, AND 49 FEET SOUTHEAST OF
 FE2315'A 10 INCH PINE TREE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2315'ASHPORT NO 1 1958.
 FE2315'
 FE2315'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 FE2315'543 JDN 6 1949 SET IN THE TOP OF A 8X8 INCH CONCRETE POST THAT
 FE2315'PROJECTS 4 INCHES. IT IS 20 FEET SOUTH OF THE CENTERLINE OF A
 FE2315'GRAVELED ROAD, 4 FEET NORTHEAST OF AN EAST GATEPOST, AND 2 FEET
 FE2315'NORTH OF A FENCE.
 FE2315'
 FE2315'THE MARK IS A STANDARD TENNESSEE DIV. OF GEOLOGY STATION DISK STAMPED
 FE2315'55-44/45 SET IN THE TOP OF A 4X4 INCH CONCRETE POST SET FLUSH
 FE2315'WITH THE GROUND. IT IS 3 FEET EAST OF A WIRE FENCE, 23 FEET EAST OF
 FE2315'THE CENTERLINE OF A GRAVELED ROAD, 19 FEET SOUTH OF A FENCE
 FE2315'CORNER, AND 30 FEET NORTH OF A WEST GATEPOST.
 FE2315'
 FE2315'THE MARK IS A STANDARD TENNESSEE DIV. OF GEOLOGY STATION DISK STAMPED
 FE2315'55-12/8 SET IN THE TOP OF A 4X4 INCH CONCRETE POST PROJECTING 2
 FE2315'INCHES. IT IS 29 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 70, 21
 FE2315'FEET SOUTH OF THE CENTERLINE OF ASHPORT ROAD, 3 FEET SOUTHEAST OF
 FE2315'A FENCE CORNER AND 7 FEET NORTH OF A WHITE WITNESS POST.
 FE2315'
 FE2315'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTERLINE OF HIGHWAY 70, 3
 FE2315'FEET SOUTHWEST OF A POWERLINE POLE WITH TRANSFORMER, 1 FOOT EAST OF A
 FE2315'WIRE FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST. THE MONUMENT
 FE2315'PROJECTS 2 INCHES AND IS STAMPED ASHPORT 1958.
 FE2315'
 FE2315'THE MARK IS A STANDARD TENNESSEE DIV. OF GEOLOGY STATION DISK STAMPED
 FE2315'55-12/7 SET IN THE TOP OF A 4X4 INCH CONCRETE POST PROJECTING 4
 FE2315'INCHES. IT IS 25 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 70, 12
 FE2315'FEET SOUTH OF THE CENTERLINE OF A DIRT DRIVEWAY WEST, 6 FEET
 FE2315'NORTHEAST OF A 12 INCH WALNUT TREE AND 83 FEET SOUTHEAST OF THE
 FE2315'SOUTHEAST CORNER OF A WHITE FRAME HOUSE.
 FE2315'
 FE2315'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1469 ***********************************************************************
 FD1469  DESIGNATION -  ASHTON
 FD1469  PID         -  FD1469
 FD1469  STATE/COUNTY-  TN/MARSHALL
 FD1469  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD1469
 FD1469                         *CURRENT SURVEY CONTROL
 FD1469  ___________________________________________________________________
 FD1469* NAD 83(1995)-  35 25 09.83869(N)    086 57 17.17991(W)     ADJUSTED  
 FD1469* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 FD1469  ___________________________________________________________________
 FD1469  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FD1469  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD1469
 FD1469  HORZ ORDER  -  SECOND
 FD1469
 FD1469.The horizontal coordinates were established by classical geodetic methods
 FD1469.and adjusted by the National Geodetic Survey in April 1999..
 FD1469
 FD1469.The orthometric height was scaled from a topographic map.
 FD1469
 FD1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1469
 FD1469.The geoid height was determined by GEOID03.
 FD1469
 FD1469;                    North         East     Units Scale Factor Converg.
 FD1469;SPC TN       -   120,921.580   513,291.243   MT  0.99997443   -0 33 32.3
 FD1469;SPC TN       -   396,723.55  1,684,023.02   sFT  0.99997443   -0 33 32.3
 FD1469;UTM  16      - 3,919,555.442   504,105.943   MT  0.99960021   +0 01 34.4
 FD1469
 FD1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1469!SPC TN       -   0.99995083  x   0.99997443  =   0.99992526
 FD1469!UTM  16      -   0.99995083  x   0.99960021  =   0.99955106
 FD1469
 FD1469|---------------------------------------------------------------------|
 FD1469| PID    Reference Object                     Distance      Geod. Az  |
 FD1469|                                                           dddmmss.s |
 FD1469| CG5491 ASHTON RM 1                                        01435     |
 FD1469| CG5492 ASHTON RM 2                                        29449     |
 FD1469| CG5490 ASHTON AZ MK                                       3571703.7 |
 FD1469|---------------------------------------------------------------------|
 FD1469
 FD1469                          SUPERSEDED SURVEY CONTROL
 FD1469
 FD1469  NAD 83(1995)-  35 25 09.84120(N)    086 57 17.18136(W) AD(       ) 2
 FD1469  NAD 83(1995)-  35 25 09.84322(N)    086 57 17.18051(W) AD(       ) 2
 FD1469  NAD 83(1986)-  35 25 09.84876(N)    086 57 17.18066(W) AD(       ) 2
 FD1469  NAD 27      -  35 25 09.57600(N)    086 57 17.16700(W) AD(       ) 2
 FD1469
 FD1469.Superseded values are not recommended for survey control.
 FD1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1469.See file dsdata.txt to determine how the superseded data were derived.
 FD1469
 FD1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0410619555(NAD 83)
 FD1469_MARKER: DS = TRIANGULATION STATION DISK
 FD1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1469
 FD1469  HISTORY     - Date     Condition        Report By
 FD1469  HISTORY     - 1934     MONUMENTED       CGS
 FD1469  HISTORY     - 1962     GOOD             CGS
 FD1469
 FD1469                          STATION DESCRIPTION
 FD1469
 FD1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1469'ABOUT 7.75 MILES WEST-NORTHWEST OF CORNERSVILLE, 4.5 MILES NORTHEAST
 FD1469'OF LYNNVILLE, ON
 FD1469'PROPERTY OF O B ASHTON, IN APPROXIMATE CENTER OF
 FD1469'CLEARED STAR-SHAPED HILL, ON
 FD1469'EAST-WEST FENCE LINE, 250 YARDS
 FD1469'NORTHEAST OF ASHTONS HOUSE, 200 YARDS EAST
 FD1469'ALONG NORTH FENCE LINE
 FD1469'FROM ROAD LEADING TO HOUSE, 101.7 FEET EAST OF GATE IN NORTH
 FD1469'FENCE, 32.7 FEET
 FD1469'EAST OF PEACH TREE IN FENCE, AND 1.3 FEET SOUTH OF FENCE.
 FD1469'TO REACH FROM W A SCOTTS
 FD1469'STORE IN MOORESVILLE, FOLLOW LYNNVILLE ROAD
 FD1469'WEST 1.5 MILES, TURN WEST AT CROSSROADS AND
 FD1469'GO 2.7 MILES ON MAIN
 FD1469'ROAD, FOLLOW LEFT FORK AND GO 0.15 MILE TO TOP OF GRADE AND
 FD1469'STATION SITE.
 FD1469'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 FD1469'IN CONCRETE.
 FD1469'REFERENCE AND AZIMUTH MARKS ARE
 FD1469'STANDARD REFERENCE DISKS IN CONCRETE.
 FD1469'NO 1 IS SLIGHTLY
 FD1469'DOWN GRADE, ON SOUTHEAST SIDE OF FENCE ALONG NORTHEAST SIDE
 FD1469'OF
 FD1469'ADJOINING CULTIVATED FIELD, AND 138.18 FEET (SLOPE DISTANCE) FROM
 FD1469'STATION N 14 DEG 35 MIN E.
 FD1469'NO.  2 IS ALONG SAME FENCE LINE
 FD1469'AS STATION, 15 FEET EAST OF 13-INCH
 FD1469'HICKORY TREE, AND 175.61 FEET
 FD1469'(SLOPE DISTANCE) FROM STATION N 65 DEG 11 MIN W.
 FD1469'AZIMUTH
 FD1469'MARK IS ON WEST SIDE OF NORTH-AND- SOUTH ROAD LEADING PAST STATION,
 FD1469'25 YARDS SOUTHWEST
 FD1469'OF SMALL GRAVEYARD, 15 FEET WEST OF CENTER OF
 FD1469'ROAD, IN EDGE OF CULTIVATED FIELD
 FD1469'OWNED BY CLARENCE FOWLER, AND 0.35
 FD1469'MILE FROM STATION N 02 DEG 42 MIN W.
 FD1469
 FD1469                          STATION RECOVERY (1962)
 FD1469
 FD1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1783 ***********************************************************************
 FC1783  DESIGNATION -  ATHENS PLANTATION PL MICROWAVE
 FC1783  PID         -  FC1783
 FC1783  STATE/COUNTY-  TN/MCMINN
 FC1783  USGS QUAD   -  ATHENS (1990)
 FC1783
 FC1783                         *CURRENT SURVEY CONTROL
 FC1783  ___________________________________________________________________
 FC1783* NAD 83(1995)-  35 27 27.23927(N)    084 37 09.57653(W)     ADJUSTED  
 FC1783* NAVD 88     -                                                        
 FC1783  ___________________________________________________________________
 FC1783  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 FC1783  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1783
 FC1783  HORZ ORDER  -  THIRD
 FC1783
 FC1783.The horizontal coordinates were established by classical geodetic methods
 FC1783.and adjusted by the National Geodetic Survey in April 1999..
 FC1783
 FC1783
 FC1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1783
 FC1783.The geoid height was determined by GEOID03.
 FC1783
 FC1783;                    North         East     Units Scale Factor Converg.
 FC1783;SPC TN       -   125,617.093   725,325.549   MT  0.99996986   +0 48 29.9
 FC1783;SPC TN       -   412,128.75  2,379,672.24   sFT  0.99996986   +0 48 29.9
 FC1783;UTM  16      - 3,926,391.960   716,044.622   MT  1.00017523   +1 22 53.6
 FC1783
 FC1783                          SUPERSEDED SURVEY CONTROL
 FC1783
 FC1783  NAD 83(1995)-  35 27 27.24327(N)    084 37 09.57599(W) AD(       ) 4
 FC1783  NAD 83(1995)-  35 27 27.24254(N)    084 37 09.57595(W) AD(       ) 4
 FC1783  NAD 83(1995)-  35 27 27.24337(N)    084 37 09.57667(W) AD(       ) 4
 FC1783  NAD 83(1986)-  35 27 27.24782(N)    084 37 09.57443(W) AD(       ) 4
 FC1783  NAD 27      -  35 27 26.98400(N)    084 37 09.81400(W) AD(       ) 3
 FC1783
 FC1783.Superseded values are not recommended for survey control.
 FC1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1783.See file dsdata.txt to determine how the superseded data were derived.
 FC1783
 FC1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1604526392(NAD 83)
 FC1783_MARKER: 45 = MICROWAVE TOWER
 FC1783
 FC1783  HISTORY     - Date     Condition        Report By
 FC1783  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1783
 FC1783                          STATION DESCRIPTION
 FC1783
 FC1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1783'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF ATHENS, 0.6 MILE
 FC1783'NORTHWEST OF THE JUNCTION OF HIGHWAYS U.S. 11 AND STATE ROUTE 30 AND
 FC1783'0.1 MILE WEST OF U.S. HIGHWAY 11.
 FC1783'
 FC1783'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S. 11 AND STATE
 FC1783'ROUTE 30 IN THE NORTHWEST EDGE OF ATHENS GO NORTH ON U.S.
 FC1783'HIGHWAY 11 FOR 0.6 MILE TO A SIDE ROAD TO THE LEFT, TURN LEFT AND GO
 FC1783'0.05 MILE TO ANOTHER ROAD TO THE LEFT, TURN LEFT AND FOLLOW THIS
 FC1783'ROAD FOR 0.1 MILE TO THE STATION.
 FC1783'
 FC1783'THE STATION IS A THREE SIDED GUYED TOWER PAINTED ALTERNATE RED AND
 FC1783'WHITE WITH MICROWAVE REFLECTORS MOUNTED ON THE SIDES NEAR THE
 FC1783'TOP. THE TOWER IS 275 FEET HIGH AND WAS CONSTRUCTED IN 1953.
 FC1783'
 FC1783'A RED LIGHT AT THE TOP WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1784 ***********************************************************************
 FC1784  DESIGNATION -  ATHENS RADIO STATION WLAR MAST
 FC1784  PID         -  FC1784
 FC1784  STATE/COUNTY-  TN/MCMINN
 FC1784  USGS QUAD   -  ATHENS (1990)
 FC1784
 FC1784                         *CURRENT SURVEY CONTROL
 FC1784  ___________________________________________________________________
 FC1784* NAD 83(1995)-  35 26 51.81299(N)    084 36 42.43487(W)     ADJUSTED  
 FC1784* NAVD 88     -                                                        
 FC1784  ___________________________________________________________________
 FC1784  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 FC1784  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC1784
 FC1784  HORZ ORDER  -  THIRD
 FC1784
 FC1784.The horizontal coordinates were established by classical geodetic methods
 FC1784.and adjusted by the National Geodetic Survey in April 1999..
 FC1784
 FC1784
 FC1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1784
 FC1784.The geoid height was determined by GEOID03.
 FC1784
 FC1784;                    North         East     Units Scale Factor Converg.
 FC1784;SPC TN       -   124,535.109   726,025.346   MT  0.99997100   +0 48 45.8
 FC1784;SPC TN       -   408,578.94  2,381,968.16   sFT  0.99997100   +0 48 45.8
 FC1784;UTM  16      - 3,925,316.807   716,755.353   MT  1.00017902   +1 23 08.2
 FC1784
 FC1784                          SUPERSEDED SURVEY CONTROL
 FC1784
 FC1784  NAD 83(1995)-  35 26 51.82182(N)    084 36 42.45022(W) AD(       ) 4
 FC1784  NAD 83(1995)-  35 26 51.81232(N)    084 36 42.42212(W) AD(       ) 4
 FC1784  NAD 83(1995)-  35 26 51.81656(N)    084 36 42.43331(W) AD(       ) 4
 FC1784  NAD 83(1986)-  35 26 51.82029(N)    084 36 42.42867(W) AD(       ) 4
 FC1784  NAD 27      -  35 26 51.52400(N)    084 36 42.56700(W) AD(       ) 3
 FC1784
 FC1784.Superseded values are not recommended for survey control.
 FC1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1784.See file dsdata.txt to determine how the superseded data were derived.
 FC1784
 FC1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1675525317(NAD 83)
 FC1784_MARKER: 42 = RADIO/TV MAST
 FC1784
 FC1784  HISTORY     - Date     Condition        Report By
 FC1784  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1784
 FC1784                          STATION DESCRIPTION
 FC1784
 FC1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1784'THIS STATION IS LOCATED IN THE WEST EDGE OF ATHENS, IS ABOUT 0.7 MILE
 FC1784'EAST OF THE JUNCTION OF U.S. HIGHWAY 11 AND STATE ROUTE 30, AND
 FC1784'ABOUT 30 YARDS SOUTH OF STATE ROUTE 30 IN AN OPEN FIELD, MAST IS
 FC1784'OWNED BY RADIO STATION WLAR WHICH IS LOCATED IN ATHENS.
 FC1784'
 FC1784'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE ROUTE 30, GO
 FC1784'EAST ON STATE ROUTE 30 FOR 0.7 MILE TO STATION ON RIGHT.
 FC1784'
 FC1784'THE STATION IS A STEEL THREE SIDED MAST, PAINTED ALTERNATE RED AND
 FC1784'WHITE, IS MOUNTED ON A CONCRETE BASE, AND IS 185 FEET HIGH.
 FC1784'
 FC1784'THE POINT OBSERVED WAS THE RED LIGHT MOUNTED ON TOP OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1785 ***********************************************************************
 FC1785  DESIGNATION -  ATHENS TABLE CO WATER TANK
 FC1785  PID         -  FC1785
 FC1785  STATE/COUNTY-  TN/MCMINN
 FC1785  USGS QUAD   -  ATHENS (1990)
 FC1785
 FC1785                         *CURRENT SURVEY CONTROL
 FC1785  ___________________________________________________________________
 FC1785* NAD 83(1995)-  35 27 10.17738(N)    084 35 53.85876(W)     ADJUSTED  
 FC1785* NAVD 88     -                                                        
 FC1785  ___________________________________________________________________
 FC1785  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 FC1785  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC1785
 FC1785  HORZ ORDER  -  THIRD
 FC1785
 FC1785.The horizontal coordinates were established by classical geodetic methods
 FC1785.and adjusted by the National Geodetic Survey in April 1999..
 FC1785
 FC1785
 FC1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1785
 FC1785.The geoid height was determined by GEOID03.
 FC1785
 FC1785;                    North         East     Units Scale Factor Converg.
 FC1785;SPC TN       -   125,118.469   727,242.118   MT  0.99997040   +0 49 14.2
 FC1785;SPC TN       -   410,492.84  2,385,960.18   sFT  0.99997040   +0 49 14.2
 FC1785;UTM  16      - 3,925,912.431   717,966.486   MT  1.00018551   +1 23 37.0
 FC1785
 FC1785                          SUPERSEDED SURVEY CONTROL
 FC1785
 FC1785  NAD 83(1995)-  35 27 10.18137(N)    084 35 53.85782(W) AD(       ) 4
 FC1785  NAD 83(1995)-  35 27 10.18048(N)    084 35 53.85716(W) AD(       ) 4
 FC1785  NAD 83(1995)-  35 27 10.18148(N)    084 35 53.85841(W) AD(       ) 4
 FC1785  NAD 83(1986)-  35 27 10.18597(N)    084 35 53.85598(W) AD(       ) 4
 FC1785  NAD 27      -  35 27 09.92000(N)    084 35 54.08900(W) AD(       ) 3
 FC1785
 FC1785.Superseded values are not recommended for survey control.
 FC1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1785.See file dsdata.txt to determine how the superseded data were derived.
 FC1785
 FC1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1796625912(NAD 83)
 FC1785_MARKER: 54 = WATER TOWER
 FC1785
 FC1785  HISTORY     - Date     Condition        Report By
 FC1785  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1785
 FC1785                          STATION DESCRIPTION
 FC1785
 FC1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1785'THE STATION IS LOCATED IN THE NORTHERN SECTION OF ATHENS.
 FC1785'
 FC1785'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1785'ROUTE 30 IN THE WESTERN EDGE OF ATHENS, GO EAST ON STATE ROUTE 30
 FC1785'FOR 1.35 MILE TO A STOPLIGHT CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO
 FC1785'A T-JUNCTION JUST AFTER CROSSING A RAILROAD OVERPASS, TURN LEFT
 FC1785'AND GO 0.1 MILE TO A FORK, FOLLOW ROAD TO RIGHT 0.05 TO STATION.
 FC1785'
 FC1785'THE STATION IS AN ELEVATED TANK, SILVER IN COLOR WITH BLACK LETTERING
 FC1785'ATHENS TABLE CO. THE OVERALL HEIGHT IS 135 FEET.
 FC1785'
 FC1785'THE POINT INTERSECTED IS THE FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2524 ***********************************************************************
 FE2524  DESIGNATION -  ATT RAD STA KIN 96 MAST
 FE2524  PID         -  FE2524
 FE2524  STATE/COUNTY-  TN/FAYETTE
 FE2524  USGS QUAD   -  GALLAWAY (1981)
 FE2524
 FE2524                         *CURRENT SURVEY CONTROL
 FE2524  ___________________________________________________________________
 FE2524* NAD 83(1995)-  35 15 26.91802(N)    089 37 15.86716(W)     ADJUSTED  
 FE2524* NAVD 88     -                                                        
 FE2524  ___________________________________________________________________
 FE2524  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2524  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2524
 FE2524  HORZ ORDER  -  THIRD
 FE2524
 FE2524.The horizontal coordinates were established by classical geodetic methods
 FE2524.and adjusted by the National Geodetic Survey in April 1999..
 FE2524
 FE2524
 FE2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2524
 FE2524.The geoid height was determined by GEOID03.
 FE2524
 FE2524;                    North         East     Units Scale Factor Converg.
 FE2524;SPC TN       -   108,629.501   270,553.180   MT  0.99999869   -2 07 11.7
 FE2524;SPC TN       -   356,395.29    887,639.89   sFT  0.99999869   -2 07 11.7
 FE2524;UTM  16      - 3,904,746.655   261,546.296   MT  1.00030079   -1 30 49.4
 FE2524
 FE2524                          SUPERSEDED SURVEY CONTROL
 FE2524
 FE2524  NAD 83(1995)-  35 15 26.92312(N)    089 37 15.86748(W) AD(       ) 4
 FE2524  NAD 83(1995)-  35 15 26.92334(N)    089 37 15.86772(W) AD(       ) 4
 FE2524  NAD 83(1986)-  35 15 26.92953(N)    089 37 15.86652(W) AD(       ) 4
 FE2524  NAD 27      -  35 15 26.61800(N)    089 37 15.58300(W) AD(       ) 3
 FE2524
 FE2524.Superseded values are not recommended for survey control.
 FE2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2524.See file dsdata.txt to determine how the superseded data were derived.
 FE2524
 FE2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6154604747(NAD 83)
 FE2524_MARKER: 42 = RADIO/TV MAST
 FE2524
 FE2524  HISTORY     - Date     Condition        Report By
 FE2524  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2524  HISTORY     - 1958     GOOD             CGS
 FE2524
 FE2524                          STATION DESCRIPTION
 FE2524
 FE2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2524'THE STATION IS THE CENTER OF THE TOP OF THE ARLINGTON, RADIO STATION
 FE2524'KIN 96 MAST, OWNED AND OPERATED BY THE AMERICAN TELEPHONE AND
 FE2524'TELEGRAPH COMPANY AND LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF
 FE2524'ARLINGTON, 6-1/2 MILES NORTHWEST OF OAKLAND AND 0.05 MILE
 FE2524'NORTH OF A GRAVELED ROAD.
 FE2524'
 FE2524'THE MAST IS OF UNIFORM CROSS-SECTION CONSTRUCTION AND IS PAINTED IN
 FE2524'ALTERNATE SECTIONS OF RED AND WHITE.  THE OVERALL HEIGHT IS ABOUT
 FE2524'325 FEET.
 FE2524'
 FE2524'TO REACH THE STATION FROM THE ARLINGTON SCHOOL, GO SOUTH ON A PAVED
 FE2524'ROAD FOR 1.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON
 FE2524'GRADED ROAD FOR 2.65 MILES TO A DRIVEWAY LEFT.  TURN LEFT AND GO
 FE2524'NORTH ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION.
 FE2524
 FE2524                          STATION RECOVERY (1958)
 FE2524
 FE2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2524'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION WHICH
 FE2524'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2424 ***********************************************************************
 FE2424  DESIGNATION -  ATT RAD STA KIN 97 MAST
 FE2424  PID         -  FE2424
 FE2424  STATE/COUNTY-  TN/HAYWOOD
 FE2424  USGS QUAD   -  SUNNYHILL (1983)
 FE2424
 FE2424                         *CURRENT SURVEY CONTROL
 FE2424  ___________________________________________________________________
 FE2424* NAD 83(1995)-  35 35 41.89078(N)    089 10 41.92736(W)     ADJUSTED  
 FE2424* NAVD 88     -                                                        
 FE2424  ___________________________________________________________________
 FE2424  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 FE2424  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE2424
 FE2424  HORZ ORDER  -  THIRD
 FE2424
 FE2424.The horizontal coordinates were established by classical geodetic methods
 FE2424.and adjusted by the National Geodetic Survey in April 1999..
 FE2424
 FE2424
 FE2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2424
 FE2424.The geoid height was determined by GEOID03.
 FE2424
 FE2424;                    North         East     Units Scale Factor Converg.
 FE2424;SPC TN       -   144,653.713   312,036.391   MT  0.99995706   -1 51 38.6
 FE2424;SPC TN       -   474,584.72  1,023,739.39   sFT  0.99995706   -1 51 38.6
 FE2424;UTM  16      - 3,941,210.264   302,659.374   MT  1.00007992   -1 16 05.9
 FE2424
 FE2424                          SUPERSEDED SURVEY CONTROL
 FE2424
 FE2424  NAD 83(1995)-  35 35 41.89620(N)    089 10 41.92994(W) AD(       ) 4
 FE2424  NAD 83(1986)-  35 35 41.90238(N)    089 10 41.92813(W) AD(       ) 4
 FE2424  NAD 27      -  35 35 41.62600(N)    089 10 41.68700(W) AD(       ) 3
 FE2424
 FE2424.Superseded values are not recommended for survey control.
 FE2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2424.See file dsdata.txt to determine how the superseded data were derived.
 FE2424
 FE2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0265941210(NAD 83)
 FE2424_MARKER: 42 = RADIO/TV MAST
 FE2424
 FE2424  HISTORY     - Date     Condition        Report By
 FE2424  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2424  HISTORY     - 1958     GOOD             CGS
 FE2424
 FE2424                          STATION DESCRIPTION
 FE2424
 FE2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2424'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE AMERICAN
 FE2424'TELEPHONE AND TELEGRAPH COMPANY, LONG LINES DEPARTMENT LOCATED ABOUT
 FE2424'4 MILES EAST OF BROWNSVILLE AND ABOUT 0.3 MILE NORTH OF U.S. HIGHWAY
 FE2424'70.  THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE
 FE2424'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE HEIGHT IS 350
 FE2424'FEET AND THERE ARE TWO LARGE FLAT REFLECTORS AT THE TOP.
 FE2424'
 FE2424'TO REACH THE STATION FROM THE COURTHOUSE IN BROWNSVILLE, GO EAST ON
 FE2424'U.S. HIGHWAY 70 FOR 4.7 MILES TO A GRAVELED ROAD LEFT.  TURN LEFT
 FE2424'AND GO NORTHWEST ON THE GRAVELED ROAD FOR 0.4 MILE TO A DRIVEWAY
 FE2424'LEFT.  TURN LEFT AND GO WEST ON THE DRIVEWAY FOR 0.1 MILE TO THE
 FE2424'STATION.
 FE2424
 FE2424                          STATION RECOVERY (1958)
 FE2424
 FE2424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2424'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION WHICH
 FE2424'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2304 ***********************************************************************
 FE2304  DESIGNATION -  ATWOOD
 FE2304  PID         -  FE2304
 FE2304  STATE/COUNTY-  TN/CARROLL
 FE2304  USGS QUAD   -  ATWOOD (1983)
 FE2304
 FE2304                         *CURRENT SURVEY CONTROL
 FE2304  ___________________________________________________________________
 FE2304* NAD 83(1995)-  35 58 32.08147(N)    088 40 33.93558(W)     ADJUSTED  
 FE2304* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 FE2304  ___________________________________________________________________
 FE2304  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FE2304  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2304
 FE2304  HORZ ORDER  -  THIRD
 FE2304
 FE2304.The horizontal coordinates were established by classical geodetic methods
 FE2304.and adjusted by the National Geodetic Survey in April 1999..
 FE2304
 FE2304.The orthometric height was scaled from a topographic map.
 FE2304
 FE2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2304
 FE2304.The geoid height was determined by GEOID03.
 FE2304
 FE2304;                    North         East     Units Scale Factor Converg.
 FE2304;SPC TN       -   185,505.269   358,680.990   MT  0.99995144   -1 34 00.1
 FE2304;SPC TN       -   608,611.87  1,176,772.55   sFT  0.99995144   -1 34 00.1
 FE2304;UTM  16      - 3,982,538.369   348,884.403   MT  0.99988139   -0 59 05.2
 FE2304
 FE2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2304!SPC TN       -   0.99998215  x   0.99995144  =   0.99993360
 FE2304!UTM  16      -   0.99998215  x   0.99988139  =   0.99986355
 FE2304
 FE2304:                Primary Azimuth Mark                     Grid Az
 FE2304:SPC TN       -  TREZEVANT SIEGEL CO WATER TANK           050 29 41.4
 FE2304:UTM  16      -  TREZEVANT SIEGEL CO WATER TANK           049 54 46.5
 FE2304
 FE2304|---------------------------------------------------------------------|
 FE2304| PID    Reference Object                     Distance      Geod. Az  |
 FE2304|                                                           dddmmss.s |
 FE2304| GD1496 TREZEVANT SIEGEL CO WATER TANK      APPROX. 6.3 KM 0485541.3 |
 FE2304| CG3154 ATWOOD RM 2                          26.720 METERS 11755     |
 FE2304| FE2303 ATWOOD MUNICIPAL TANK                55.229 METERS 19254     |
 FE2304| CG3152 ATWOOD AZ MK                                       2421055.8 |
 FE2304| FE2305 ATWOOD 2                             29.252 METERS 24211     |
 FE2304| CG3153 ATWOOD RM 1                          25.226 METERS 34523     |
 FE2304|---------------------------------------------------------------------|
 FE2304
 FE2304                          SUPERSEDED SURVEY CONTROL
 FE2304
 FE2304  NAD 83(1995)-  35 58 32.08418(N)    088 40 33.94037(W) AD(       ) 3
 FE2304  NAD 83(1986)-  35 58 32.09270(N)    088 40 33.93525(W) AD(       ) 3
 FE2304  NAD 27      -  35 58 31.85840(N)    088 40 33.71530(W) AD(       ) 3
 FE2304
 FE2304.Superseded values are not recommended for survey control.
 FE2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2304.See file dsdata.txt to determine how the superseded data were derived.
 FE2304
 FE2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4888482538(NAD 83)
 FE2304_MARKER: DS = TRIANGULATION STATION DISK
 FE2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2304
 FE2304  HISTORY     - Date     Condition        Report By
 FE2304  HISTORY     - 1958     MONUMENTED       CGS
 FE2304  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FE2304
 FE2304                          STATION DESCRIPTION
 FE2304
 FE2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2304'THE STATION IS ON THE WEST LAWN OF THE ATWOOD HIGH SCHOOL GROUNDS. IT
 FE2304'IS 65 FEET WEST OF THE WEST ENTRANCE TO THE SCHOOL BUILDING,
 FE2304'38 FEET SOUTHEAST OF AN 18 INCH PECAN TREE, 84 FEET SOUTH OF A WHITE
 FE2304'WITNESS POST, 164 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 106
 FE2304'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, AND
 FE2304'181 FEET NORTHEAST OF THE CENTER OF THE BASE OF THE ATWOOD
 FE2304'MUNICIPAL WATER TANK. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2304'ATWOOD 1958.
 FE2304'
 FE2304'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHEAST ON THE PAVED ROAD
 FE2304'FOR 0.05 MILE TO A GRAVELED SIDE ROAD LEFT. TURN LEFT ACROSS
 FE2304'RAILROAD TO A GRAVELED CROSSROAD. TURN LEFT AND GO SOUTHWEST ON A
 FE2304'GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2304'
 FE2304'REFERENCE MARK 1 IS 2 FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT
 FE2304'SOUTHWEST OF A 6 INCH PECAN TREE, 53 FEET SOUTH OF THE CENTERLINE OF
 FE2304'A PAVED ROAD, 54 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 FE2304'BUILDING, AND 32 FEET EAST OF A 6 INCH PECAN TREE. THE MONUMENT
 FE2304'IS FLUSH AND THE DISK IS STAMPED ATWOOD NO 1 1958.
 FE2304'
 FE2304'REFERENCE MARK 2 IS 3 FEET WEST OF THE WEST SIDE OF THE SCHOOL
 FE2304'BUILDING, 29 FEET NORTHWEST OF A FLAGPOLE, 20 FEET NORTHWEST
 FE2304'OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, AND 23 FEET SOUTH OF
 FE2304'A POWERLINE POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2304'ATWOOD NO 2 1958.
 FE2304'
 FE2304'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A POWERLINE POLE, 1 FOOT EAST
 FE2304'OF A WHITE WITNESS POST, 66 FEET NORTHWEST OF THE CENTERLINE OF A
 FE2304'GRAVELED ROAD, 86 FEET SOUTH OF THE SOUTHWEST CORNER OF A COTTON GIN,
 FE2304'12 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY
 FE2304'AND 106 FEET NORTHWEST OF THE NORTH RAIL OF THE L AND N RAILROAD. THE
 FE2304'AZIMUTH MARK IS ON THE PROPERTY OF MR. T.B. SUBUS OF ATWOOD, THE
 FE2304'MONUMENT IS FLUSH AND THE DISK IS STAMPED ATWOOD 1958.
 FE2304'
 FE2304'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2304
 FE2304                          STATION RECOVERY (1968)
 FE2304
 FE2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2304'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FE2304'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1
 FE2304'WAS DESTROYED BY GRADING EQUIPMENT AND THE DISK WAS RECOVERED. DUE
 FE2304'TO THE CONSTUCTION OF A NEW GYMNASIUM AND CLASSROOMS AT THE
 FE2304'ATWOOD HIGH SCHOOL, THE STATION MARK WOULD BE DESTROYED. A NEW
 FE2304'STATION ATWOOD 2 1968 WAS ESTABLISHED ON LINE BETWEEN THE
 FE2304'OLD STATION AND THE AZIMUTH MARK, AND TWO NEW REFERENCE MARKS NO. 3
 FE2304'AND NO. 4 WERE ESTABLISHED. AFTER THE TRAVERSE MEASUREMENTS
 FE2304'WERE COMPLETED AND CHECKED, THE NEW STATION WAS OCCUPIED AND THE
 FE2304'HORIZONTAL ANGLES OBSERVED. LEVELS WERE RUN BETWEEN THE MARKS FOR USE
 FE2304'IN CONVERTING SLOPE MEASUREMENTS FROM THE NEW STATION TO THE
 FE2304'REFERENCE MARKS TO HORIZONTAL MEASUREMENTS. AFTER ALL RECORDS WERE
 FE2304'CHECKED, THE ORIGINAL SURFACE MARK WAS DESTROYED AND THE DISK
 FE2304'REMOVED. THE ORIGINAL REFERENCE MARK NO. 2 WAS NOT DISTURBED AS IT
 FE2304'WILL NOT BE IN THE WAY OF CONSTRUCTION AND WAS BEING USED AS A
 FE2304'BENCH MARK BY THE ARCHITECT. THE HORIZONTAL DISTANCE MEASUREMENT FROM
 FE2304'REFERENCE MARK NO. 2 TO THE STATION MARK WAS VERIFIED PRIOR TO
 FE2304'MOVING THE MARK.
 FE2304'
 FE2304'SEE DESCRIPTION FOR STATION ATWOOD 2 1968.
 FE2304'
 FE2304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ATWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2305 ***********************************************************************
 FE2305  DESIGNATION -  ATWOOD 2
 FE2305  PID         -  FE2305
 FE2305  STATE/COUNTY-  TN/CARROLL
 FE2305  USGS QUAD   -  ATWOOD (1983)
 FE2305
 FE2305                         *CURRENT SURVEY CONTROL
 FE2305  ___________________________________________________________________
 FE2305* NAD 83(1995)-  35 58 31.63856(N)    088 40 34.96824(W)     ADJUSTED  
 FE2305* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 FE2305  ___________________________________________________________________
 FE2305  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FE2305  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2305
 FE2305  HORZ ORDER  -  THIRD
 FE2305
 FE2305.The horizontal coordinates were established by classical geodetic methods
 FE2305.and adjusted by the National Geodetic Survey in April 1999..
 FE2305.No horizontal observational check was made to the station.
 FE2305
 FE2305.The orthometric height was scaled from a topographic map.
 FE2305
 FE2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2305
 FE2305.The geoid height was determined by GEOID03.
 FE2305
 FE2305;                    North         East     Units Scale Factor Converg.
 FE2305;SPC TN       -   185,492.330   358,654.756   MT  0.99995143   -1 34 00.7
 FE2305;SPC TN       -   608,569.42  1,176,686.48   sFT  0.99995143   -1 34 00.7
 FE2305;UTM  16      - 3,982,525.166   348,858.304   MT  0.99988148   -0 59 05.8
 FE2305
 FE2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2305!SPC TN       -   0.99998215  x   0.99995143  =   0.99993359
 FE2305!UTM  16      -   0.99998215  x   0.99988148  =   0.99986364
 FE2305
 FE2305|---------------------------------------------------------------------|
 FE2305| PID    Reference Object                     Distance      Geod. Az  |
 FE2305|                                                           dddmmss.s |
 FE2305| FE2304 ATWOOD                               29.252 METERS 06211     |
 FE2305| CG3155 ATWOOD 2 RM 3                        38.484 METERS 16658     |
 FE2305| CG3156 ATWOOD 2 RM 4                        22.543 METERS 23643     |
 FE2305| CG3152 ATWOOD AZ MK                                       2421049.1 |
 FE2305|---------------------------------------------------------------------|
 FE2305
 FE2305                          SUPERSEDED SURVEY CONTROL
 FE2305
 FE2305  NAD 83(1995)-  35 58 31.64127(N)    088 40 34.97303(W) AD(       ) 3
 FE2305  NAD 83(1986)-  35 58 31.64979(N)    088 40 34.96791(W) AD(       ) 3
 FE2305  NAD 27      -  35 58 31.41550(N)    088 40 34.74794(W) AD(       ) 3
 FE2305
 FE2305.Superseded values are not recommended for survey control.
 FE2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2305.See file dsdata.txt to determine how the superseded data were derived.
 FE2305
 FE2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4885882525(NAD 83)
 FE2305_MARKER: DS = TRIANGULATION STATION DISK
 FE2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2305
 FE2305  HISTORY     - Date     Condition        Report By
 FE2305  HISTORY     - 1968     MONUMENTED       CGS
 FE2305
 FE2305                          STATION DESCRIPTION
 FE2305
 FE2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2305'THE STATION IS LOCATED IN A LAWN AREA ALONG THE SOUTHWEST SIDE OF THE
 FE2305'ATWOOD HIGH SCHOOL IN ATWOOD.
 FE2305'
 FE2305'TO REACH THE STATION FROM THE POST OFFICE IN ATWOOD, GO NORTHEAST ON
 FE2305'U.S. HIGHWAY 79 AND 70A FOR 0.15 OF A MILE TO A PAVED STREET ON
 FE2305'THE LEFT (SECOND STREET).  HERE TURN LEFT AND GO NORTHERLY ON THIS
 FE2305'STREET FOR 0.1 OF A MILE TO THE ATWOOD MUNICIPAL WATER TANK,
 FE2305'THE ATWOOD HIGH SCHOOL, AND THE MARK ON THE RIGHT AS DESCRIBED.
 FE2305'
 FE2305'THE STATION IS 138 FEET NORTH-NORTHWEST OF THE RISER PIPE OF THE
 FE2305'WATER TANK, 126 FEET NORTH OF THE NORTH CORNER OF A CONCRETE
 FE2305'BLOCK PUMP HOUSE, 88 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED
 FE2305'STREET, 38 FEET NORTH OF AN 18-INCH WHITE ASH TREE, AND 1.0
 FE2305'FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FE2305'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FE2305'PROJECTS 1 INCH AND THE DISK IS STAMPED ATWOOD 2 1968.
 FE2305'
 FE2305'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR
 FE2305'THE NORTH CORNER OF THE TOP OF THE CONCRETE FOOTING FOR THE
 FE2305'WEST LEG OF THE ATWOOD MUNICIPAL WATER TANK, AND THE DISK IS STAMPED
 FE2305'ATWOOD 2 NO 3 1968.
 FE2305'
 FE2305'REFERENCE MARK NO. 4 IS NEAR THE CENTER OF A TRIANGLE FORMED BY THREE
 FE2305'ASH TREES, 96 FEET NORTH-NORTHWEST OF THE WEST CORNER OF THE
 FE2305'CONCRETE BLOCK PUMP HOUSE, 33 FEET EAST OF THE APPROXIMATE CENTER OF
 FE2305'THE PAVED STREET, 18 FEET NORTHEAST OF A 16-INCH WHITE ASH TREE, 18
 FE2305'FEET WEST-NORTHWEST OF AN 18-INCH WHITE ASH TREE, AND 14 FEET
 FE2305'SOUTH-SOUTHEAST OF A 22-INCH WHITE ASH TREE.  IT IS A STANDARD
 FE2305'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2305'PROJECTS 1 INCH AND THE DISK IS STAMPED ATWOOD 2 NO 4 1968.
 FE2305'
 FE2305'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FE2305'REFERENCE MARK NO. 4 IS 122.24 FEET-37.259 METERS.
 FE2305'
 FE2305'THE AZIMUTH MARK IS 108 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FE2305'LOUISVILLE AND NASHVILLE RAILROAD TRACKS, 80 FEET NORTH OF THE
 FE2305'APPROXIMATE CENTER OF THE INTERSECTION OF BROAD STREET AND BROOKS
 FE2305'ROAD, 67 FEET EAST-NORTHEAST OF THE EAST CORNER OF A COTTON GIN
 FE2305'OFFICE BUILDING, 63 FEET NORTH-NORTHEAST OF A UTILITY POLE, 1.1 FEET
 FE2305'SOUTH OF THE SOUTH ONE OF TWO, RED-PAINTED, POLES SUPPORTING A
 FE2305'RACK FOR THREE LARGE ELECTRIC TRANSFORMERS, AND 1.0 FOOT
 FE2305'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FE2305'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FE2305'PROJECTS 1 INCH AND THE DISK IS STAMPED ATWOOD 1958.
 FE2305'
 FE2305'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON A PAVED
 FE2305'STREET FOR 0.1 OF A MILE TO THE JUNCTION WITH U.S.  HIGHWAYS 79 AND
 FE2305'70A.  HERE TURN RIGHT AND GO SOUTHWESTERLY ON THESE HIGHWAYS FOR
 FE2305'ABOUT 0.15 OF A MILE TO BROAD STREET ON THE RIGHT, TURN RIGHT ON
 FE2305'BROAD STREET AND GO NORTHWESTERLY CROSSING THE RAILROAD TRACKS FOR
 FE2305'ABOUT 0.1 OF A MILE TO BROOKS ROAD AND THE MARK IN THE NORTH
 FE2305'ANGLE OF THE STREET INTERSECTION AS DESCRIBED.
 FE2305'
 FE2305'NOTE-* THE SURFACE MARK FOR THE ORIGINAL STATION ATWOOD 1958 WAS
 FE2305'DESTROYED UPON COMPLETION OF THE WORK REQUIRED TO ESTABLISH THE
 FE2305'NEW STATION ATWOOD 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2303 ***********************************************************************
 FE2303  DESIGNATION -  ATWOOD MUNICIPAL TANK
 FE2303  PID         -  FE2303
 FE2303  STATE/COUNTY-  TN/CARROLL
 FE2303  USGS QUAD   -  ATWOOD (1983)
 FE2303
 FE2303                         *CURRENT SURVEY CONTROL
 FE2303  ___________________________________________________________________
 FE2303* NAD 83(1995)-  35 58 30.33478(N)    088 40 34.42761(W)     ADJUSTED  
 FE2303* NAVD 88     -                                                        
 FE2303  ___________________________________________________________________
 FE2303  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FE2303  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2303
 FE2303  HORZ ORDER  -  THIRD
 FE2303
 FE2303.The horizontal coordinates were established by classical geodetic methods
 FE2303.and adjusted by the National Geodetic Survey in April 1999..
 FE2303
 FE2303
 FE2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2303
 FE2303.The geoid height was determined by GEOID03.
 FE2303
 FE2303;                    North         East     Units Scale Factor Converg.
 FE2303;SPC TN       -   185,451.792   358,667.196   MT  0.99995142   -1 34 00.4
 FE2303;SPC TN       -   608,436.42  1,176,727.29   sFT  0.99995142   -1 34 00.4
 FE2303;UTM  16      - 3,982,484.759   348,871.155   MT  0.99988144   -0 59 05.5
 FE2303
 FE2303                          SUPERSEDED SURVEY CONTROL
 FE2303
 FE2303  NAD 83(1995)-  35 58 30.33749(N)    088 40 34.43240(W) AD(       ) 4
 FE2303  NAD 83(1986)-  35 58 30.34603(N)    088 40 34.42736(W) AD(       ) 4
 FE2303  NAD 27      -  35 58 30.11200(N)    088 40 34.20700(W) AD(       ) 3
 FE2303
 FE2303.Superseded values are not recommended for survey control.
 FE2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2303.See file dsdata.txt to determine how the superseded data were derived.
 FE2303
 FE2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4887182485(NAD 83)
 FE2303_MARKER: 51 = TANK
 FE2303
 FE2303  HISTORY     - Date     Condition        Report By
 FE2303  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2303
 FE2303                          STATION DESCRIPTION
 FE2303
 FE2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2303'THE STATION IS THE CENTER OF THE BASE OF THE ATWOOD MUNICIPAL WATER
 FE2303'TANK. IT IS LOCATED IN THE NORTHEAST SECTION OF THE TOWN OF ATWOOD,
 FE2303'ABOUT 200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ATWOOD HIGH
 FE2303'SCHOOL BUILDING.
 FE2303'
 FE2303'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ATWOOD TO
 FE2303'THE ATWOOD MUNICIPAL WATER TANK. THE DISTANCE WAS 181.2 FT.
 FE2303'(55.230 M.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2665 ***********************************************************************
 AJ2665  DESIGNATION -  AUCTION
 AJ2665  PID         -  AJ2665
 AJ2665  STATE/COUNTY-  TN/SHELBY
 AJ2665  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2665
 AJ2665                         *CURRENT SURVEY CONTROL
 AJ2665  ___________________________________________________________________
 AJ2665* NAD 83(1995)-  35 09 34.51531(N)    090 03 22.86355(W)     ADJUSTED  
 AJ2665* NAVD 88     -        72.22   (meters)     236.9    (feet)  LEVELING  
 AJ2665  ___________________________________________________________________
 AJ2665  X           -      -5,134.206 (meters)                     COMP
 AJ2665  Y           -  -5,220,285.700 (meters)                     COMP
 AJ2665  Z           -   3,652,381.679 (meters)                     COMP
 AJ2665  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AJ2665  ELLIP HEIGHT-          44.92  (meters)          (04/26/01) GPS OBS
 AJ2665  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2665
 AJ2665  HORZ ORDER  -  FIRST
 AJ2665  VERT ORDER  -  THIRD ?
 AJ2665  ELLP ORDER  -  FOURTH    CLASS I
 AJ2665
 AJ2665.The horizontal coordinates were established by GPS observations
 AJ2665.and adjusted by the National Geodetic Survey in April 2001..
 AJ2665
 AJ2665.The orthometric height was determined by differential leveling.
 AJ2665.The vertical network tie was performed by a horz. field party for horz.
 AJ2665.obs reductions. Reset procedures were used to establish the elevation.
 AJ2665
 AJ2665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2665
 AJ2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2665
 AJ2665.The ellipsoidal height was determined by GPS observations
 AJ2665.and is referenced to NAD 83.
 AJ2665
 AJ2665.The geoid height was determined by GEOID03.
 AJ2665
 AJ2665;                    North         East     Units Scale Factor Converg.
 AJ2665;SPC TN       -    99,331.704   230,522.979   MT  1.00001719   -2 22 29.1
 AJ2665;SPC TN       -   325,890.77    756,307.47   sFT  1.00001719   -2 22 29.1
 AJ2665;UTM  15      - 3,894,709.381   768,130.328   MT  1.00048613   +1 41 46.1
 AJ2665;UTM  16      - 3,895,019.296   221,600.662   MT  1.00055531   -1 45 40.1
 AJ2665
 AJ2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2665!SPC TN       -   0.99999295  x   1.00001719  =   1.00001014
 AJ2665!UTM  15      -   0.99999295  x   1.00048613  =   1.00047908
 AJ2665!UTM  16      -   0.99999295  x   1.00055531  =   1.00054826
 AJ2665
 AJ2665|---------------------------------------------------------------------|
 AJ2665| PID    Reference Object                     Distance      Geod. Az  |
 AJ2665|                                                           dddmmss.s |
 AJ2665| AJ2670 ISWALK1                             304.562 METERS 00855     |
 AJ2665|---------------------------------------------------------------------|
 AJ2665
 AJ2665                          SUPERSEDED SURVEY CONTROL
 AJ2665
 AJ2665.No superseded survey control is available for this station.
 AJ2665
 AJ2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6813094709(NAD 83)
 AJ2665_MARKER: DD = SURVEY DISK
 AJ2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2665_MARK LOGO: TN1620
 AJ2665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2665+STABILITY: SURFACE MOTION
 AJ2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2665+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 AJ2665
 AJ2665  HISTORY     - Date     Condition        Report By
 AJ2665  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2665  HISTORY     - 20020812 GOOD             TN1620
 AJ2665  HISTORY     - 20050925 GOOD             TN1620
 AJ2665
 AJ2665                          STATION DESCRIPTION
 AJ2665
 AJ2665'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2665'THE STATION IS LOCATED IN DOWNTOWN MEMPHIS ON MUD ISLAND.
 AJ2665'TO REACH THE STATION FROM THE INTERSECTION OF AUCTION AVENUE AND FRONT
 AJ2665'STREET, PROCEED WEST ON AUCTION AVENUE ACROSS THE A.W.WILLIS BRIDGE,
 AJ2665'CROSSING WOLF RIVER HARBOR, APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2665'T-INTERSECTION, ISLAND DRIVE.  THE STATION IS STRAIGHT AHEAD ACROSS
 AJ2665'INTERSECTION.
 AJ2665'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON TOP A 1/2
 AJ2665'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2665'THE GROUND.  THE STATION IS LOCATED ON THE WEST SIDE OF ISLAND DRIVE,
 AJ2665'77.00 FEET (23.47 M) NORTH OF THE CENTERLINE PROJECTION OF AUCTION
 AJ2665'AVENUE, 105.00 FEET (32.00 M) SOUTHWEST OF A 8 INCH METAL STREET LIGHT
 AJ2665'NO.  42038, 44.90 FEET (13.69 M) NORTHWEST OF A 8 INCH METAL STREET
 AJ2665'LIGHT NO.  242041, 29.00 FEET (8.84 M) WEST OF THE WEST CURBLINE OF
 AJ2665'ISLAND DRIVE.  THE MONUMENT IS SET AT THE POINT OF INTERSECTION OF THE
 AJ2665'BACK OF TWO SIDEWALKS.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2665'GROUND.
 AJ2665
 AJ2665                          STATION RECOVERY (2002)
 AJ2665
 AJ2665'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 AJ2665'RECOVERED IN GOOD CONDITION.
 AJ2665
 AJ2665                          STATION RECOVERY (2005)
 AJ2665
 AJ2665'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2005 (DA)
 AJ2665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2197 ***********************************************************************
 FE2197  DESIGNATION -  AUDUBON
 FE2197  PID         -  FE2197
 FE2197  STATE/COUNTY-  TN/SHELBY
 FE2197  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2197
 FE2197                         *CURRENT SURVEY CONTROL
 FE2197  ___________________________________________________________________
 FE2197* NAD 83(1995)-  35 06 26.40850(N)    089 55 08.08985(W)     ADJUSTED  
 FE2197* NAVD 88     -        96.942  (meters)     318.05   (feet)  ADJUSTED  
 FE2197  ___________________________________________________________________
 FE2197  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FE2197  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2197  DYNAMIC HT  -          96.853 (meters)     317.76  (feet)  COMP
 FE2197  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FE2197
 FE2197  HORZ ORDER  -  SECOND
 FE2197  VERT ORDER  -  FIRST     CLASS II
 FE2197
 FE2197.The horizontal coordinates were established by classical geodetic methods
 FE2197.and adjusted by the National Geodetic Survey in April 1999..
 FE2197
 FE2197.The orthometric height was determined by differential leveling
 FE2197.and adjusted by the National Geodetic Survey in June 1991..
 FE2197
 FE2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2197
 FE2197.The geoid height was determined by GEOID03.
 FE2197
 FE2197.The dynamic height is computed by dividing the NAVD 88
 FE2197.geopotential number by the normal gravity value computed on the
 FE2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2197.degrees latitude (g = 980.6199 gals.).
 FE2197
 FE2197.The modeled gravity was interpolated from observed gravity values.
 FE2197
 FE2197;                    North         East     Units Scale Factor Converg.
 FE2197;SPC TN       -    93,029.161   242,802.706   MT  1.00002824   -2 17 39.4
 FE2197;SPC TN       -   305,213.17    796,595.21   sFT  1.00002824   -2 17 39.4
 FE2197;UTM  16      - 3,888,845.703   233,953.296   MT  1.00047242   -1 40 46.9
 FE2197;UTM  15      - 3,889,291.362   780,832.757   MT  1.00057210   +1 46 23.2
 FE2197
 FE2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2197!SPC TN       -   0.99998908  x   1.00002824  =   1.00001732
 FE2197!UTM  16      -   0.99998908  x   1.00047242  =   1.00046150
 FE2197!UTM  15      -   0.99998908  x   1.00057210  =   1.00056118
 FE2197
 FE2197:                Primary Azimuth Mark                     Grid Az
 FE2197:SPC TN       -  AUDUBON AZ MK                            012 27 21.3
 FE2197:UTM  16      -  AUDUBON AZ MK                            011 50 28.8
 FE2197:UTM  15      -  AUDUBON AZ MK                            008 23 18.7
 FE2197
 FE2197|---------------------------------------------------------------------|
 FE2197| PID    Reference Object                     Distance      Geod. Az  |
 FE2197|                                                           dddmmss.s |
 FE2197| CG3157 AUDUBON AZ MK                                      0100941.9 |
 FE2197| FE2198 AUDUBON RM 1                         27.409 METERS 05443     |
 FE2197| CG3158 AUDUBON RM 2 RESET                   27.200 METERS 25417     |
 FE2197| FE2199 AUDUBON RM 3                         34.259 METERS 26321     |
 FE2197| FE2568 MEMPHIS SHEAHAN PUMP STA STACK      APPROX. 1.5 KM 3124550.7 |
 FE2197|---------------------------------------------------------------------|
 FE2197
 FE2197                          SUPERSEDED SURVEY CONTROL
 FE2197
 FE2197  NAD 83(1995)-  35 06 26.41062(N)    089 55 08.08866(W) AD(       ) 2
 FE2197  NAD 83(1995)-  35 06 26.41333(N)    089 55 08.08962(W) AD(       ) 2
 FE2197  NAD 83(1986)-  35 06 26.41869(N)    089 55 08.09049(W) AD(       ) 2
 FE2197  NAD 27      -  35 06 26.09500(N)    089 55 07.77500(W) AD(       ) 2
 FE2197  NGVD 29 (07/19/86)   96.9    (m)          318.     (f) VERT ANG       
 FE2197
 FE2197.Superseded values are not recommended for survey control.
 FE2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2197.See file dsdata.txt to determine how the superseded data were derived.
 FE2197
 FE2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3395388846(NAD 83)
 FE2197_MARKER: DS = TRIANGULATION STATION DISK
 FE2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2197_SP_SET: CONCRETE POST
 FE2197_STAMPING: AUDUBON 1957
 FE2197_MARK LOGO: CGS   
 FE2197_PROJECTION: FLUSH
 FE2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2197+STABILITY: SURFACE MOTION
 FE2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2197+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2197
 FE2197  HISTORY     - Date     Condition        Report By
 FE2197  HISTORY     - 1957     MONUMENTED       CGS
 FE2197  HISTORY     - 1958     SEE DESCRIPTION  USE
 FE2197  HISTORY     - 1959     GOOD             CGS
 FE2197  HISTORY     - 1962     GOOD             CGS
 FE2197  HISTORY     - 1983     GOOD             NGS
 FE2197  HISTORY     - 19951010 GOOD             TN1620
 FE2197  HISTORY     - 20021016 GOOD             USACE
 FE2197
 FE2197                          STATION DESCRIPTION
 FE2197
 FE2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2197'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF AUDUBON PARK,
 FE2197'IN THE EAST CENTRAL SECTION OF MEMPHIS. IT IS 94 FEET WEST OF THE
 FE2197'CENTERLINE OF CHERRY ROAD, 55 FEET NORTH OF THE CENTERLINE OF PARK
 FE2197'AVENUE AND 109 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 FE2197'CHERRY ROAD AND PARK AVENUE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2197'STAMPED AUDUBON 1957.
 FE2197'
 FE2197'TO REACH THE STATION FROM THE INTERSECTION OF PARK AVENUE AND
 FE2197'GOODLETT STREET, AT THE SOUTHWEST CORNER OF AUDUBON PARK, GO EAST ON
 FE2197'PARK AVENUE FOR 0.4 MILE TO THE STATION ON THE LEFT.
 FE2197'
 FE2197'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PARK AVENUE
 FE2197'FOR 100 FEET TO CHERRY ROAD. TURN LEFT AND GO NORTH ON CHERRY ROAD
 FE2197'FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 FE2197'
 FE2197'REFERENCE MARK 1 IS 105 FEET NORTH OF THE CENTERLINE OF PARK AVENUE
 FE2197'AND 23 FEET WEST OF THE CENTERLINE OF CHERRY ROAD.  THE MONUMENT IS
 FE2197'FLUSH AND THE DISK IS STAMPED AUDUBON NO 1 1957.
 FE2197'
 FE2197'REFERENCE MARK 2 IS 26 FEET NORTH OF THE CENTERLINE OF PARK AVENUE
 FE2197'AND 20 FEET SOUTHEAST OF AN UNDERGROUND WATER METER WITH A CAST
 FE2197'IRON COVER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AUDUBON NO
 FE2197'2 1957.
 FE2197'
 FE2197'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTERLINE OF CHERRY ROAD, 2
 FE2197'FEET WEST OF A TELEPHONE POLE AND 2 FEET NORTHWEST OF A WHITE
 FE2197'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AUDUBON
 FE2197'1957.
 FE2197'
 FE2197'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2197
 FE2197                          STATION RECOVERY (1958)
 FE2197
 FE2197'RECOVERY NOTE BY US ENGINEERS 1958
 FE2197'REFERENCE MARK 2 WAS RESET 96.71 FEET WEST OF THE STATION DUE TO THE
 FE2197'PROPOSED WIDENING OF PARK AVENUE. IT IS LOCATED ABOUT 1.4 MILES W
 FE2197'AND 0.6 MILE S OF WHITE STATION, ABOUT 0.3 MILE E OF EAST LINE OF
 FE2197'KENNEDY HOSPITAL IN AUDUBON PARK, AT NW CORNER OF PARK AVE. AND
 FE2197'CHERRY ROAD, ABOUT 37.5 FEET N OF EXISTING CENTER LINE OF PARK AVE.,
 FE2197'ABOUT 195 FEET W OF CENTER LINE OF CHERRY ROAD, 85.6 FEET N OF
 FE2197'EXISTING CURB LINE OF PARK AVE. EXTENDED, 95 FEET N OF SOUTH EDGE OF
 FE2197'WALK ON SOUTH SIDE OF PARK AVE. EXTENDED, 184.5 FEET S OF WATER
 FE2197'FOUNTAIN, 174.85 FEET SW OF R.M. 1 AND STAMPED AUDUBON NO 2 1957
 FE2197'RESET 1958. A BRASS DISK SET IN ORIGINAL CONCRETE POST 0.2 FOOT BELOW
 FE2197'SURFACE OF GROUND.
 FE2197
 FE2197                          STATION RECOVERY (1959)
 FE2197
 FE2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2197'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2197'GOOD CONDITION EXCEPT REFERENCE MARK NUMBER 2 WHICH WAS NOT
 FE2197'RECOVERED.  A NEW REFERENCE MARK WAS ESTABLISHED.  A COMPLETE
 FE2197'DESCRIPTION FOLLOWS.
 FE2197'
 FE2197'THE STATION IS LOCATED IN THE SOUTHEAST PART OF MEMPHIS, ALONG THE
 FE2197'SOUTH SIDE OF AUDUBON PARK, IN THE NORTHWEST ANGLE OF A JUNCTION
 FE2197'FORMED BY PARK AVENUE AND CHERRY ROAD.
 FE2197'
 FE2197'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON CHERRY ROAD
 FE2197'FOR 0.45 MILE TO A WHITE WITNESS POST ON THE RIGHT, EAST SIDE AND
 FE2197'THE AZIMUTH MARK.
 FE2197'
 FE2197'THE STATION IS A STANDARD DISK STAMPED AUDUBON 1957 SET IN TOP OF A
 FE2197'10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 FE2197'GROUND. IT IS 99 FEET WEST-NORTHWEST OF THE CENTER OF A JUNCTION AND
 FE2197'20 FEET NORTH OF THE SOUTH EDGE OF A SIDEWALK.
 FE2197'
 FE2197'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AUDUBON NO 1
 FE2197'1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE2197'ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE
 FE2197'STATION.  IT IS 118 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 FE2197'JUNCTION OF PARK AVENUE AND CHERRY ROAD AND 22 FEET WEST OF THE
 FE2197'CENTER OF CHERRY ROAD.
 FE2197'
 FE2197'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED AUDUBON NO 3
 FE2197'1957 SET IN A DRILL HOLE IN A SIDEWALK AND IS ABOUT 3 FEET LOWER
 FE2197'THAN THE STATION.  IT IS 36 FEET NORTH OF THE CENTER OF PARK AVENUE
 FE2197'AND 18 INCHES NORTH-NORTHEAST OF A STREET LAMP POLE.
 FE2197'
 FE2197'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AUDUBON 1957 SET IN TOP
 FE2197'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 FE2197'THE GROUND. IT IS 19 FEET EAST OF THE CENTER OF CHERRY ROAD AND 2
 FE2197'FEET NORTHWEST OF A WHITE WITNESS POST.
 FE2197'
 FE2197'HEIGHT OF TOWER WAS 90 FEET.
 FE2197
 FE2197                          STATION RECOVERY (1962)
 FE2197
 FE2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE2197'THE STATION MARK, REFERENCE MARKS 1 AND 3, AND THE AZIMUTH MARK
 FE2197'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN
 FE2197'TENN. QUAD 350893 STATION 1045.
 FE2197
 FE2197                          STATION RECOVERY (1983)
 FE2197
 FE2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE2197'IN MEMPHIS.
 FE2197'IN MEMPHIS, NEAR THE SOUTHEAST PART OF MEMPHIS CITY LIMITS, AND AT THE
 FE2197'SOUTH EDGE OF AUDUBON PARK AT THE JUNCTION OF PARK AVENUE AND CHERRY
 FE2197'ROAD, AT THE SOUTHEAST CORNER OF A PUBLIC GOLF COURSE, 6.4 METERS
 FE2197'(21.0 FT) NORTH OF THE NORTH CURB OF THE AVENUE, 29.1 METERS (95.6 FT)
 FE2197'WEST OF THE CENTERLINE OF CHERRY ROAD, 1.8 METERS (6.0 FT) SOUTHWEST
 FE2197'OF A 30 INCH MAPLE TREE, 27.4 METERS (89.92 FT) SOUTHWEST OF RM 1, AND
 FE2197'34.3 METERS (112.4 FT) EAST-NORTHEAST OF RM 3.
 FE2197'THE MARK IS 0.91 M ABOVE AVENUE.
 FE2197
 FE2197                          STATION RECOVERY (1995)
 FE2197
 FE2197'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2197'RECOVERED IN GOOD CONDITION.
 FE2197
 FE2197                          STATION RECOVERY (2002)
 FE2197
 FE2197'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2198 ***********************************************************************
 FE2198  DESIGNATION -  AUDUBON RM 1
 FE2198  PID         -  FE2198
 FE2198  STATE/COUNTY-  TN/SHELBY
 FE2198  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2198
 FE2198                         *CURRENT SURVEY CONTROL
 FE2198  ___________________________________________________________________
 FE2198* NAD 83(1986)-  35 06 27.     (N)    089 55 08.     (W)     SCALED    
 FE2198* NAVD 88     -        96.368  (meters)     316.17   (feet)  ADJUSTED  
 FE2198  ___________________________________________________________________
 FE2198  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2198  DYNAMIC HT  -          96.280 (meters)     315.88  (feet)  COMP
 FE2198  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FE2198
 FE2198  VERT ORDER  -  FIRST     CLASS II
 FE2198
 FE2198.The horizontal coordinates were scaled from a topographic map and have
 FE2198.an estimated accuracy of +/- 6 seconds.
 FE2198
 FE2198.The orthometric height was determined by differential leveling
 FE2198.and adjusted by the National Geodetic Survey in June 1991..
 FE2198
 FE2198.The geoid height was determined by GEOID03.
 FE2198
 FE2198.The dynamic height is computed by dividing the NAVD 88
 FE2198.geopotential number by the normal gravity value computed on the
 FE2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2198.degrees latitude (g = 980.6199 gals.).
 FE2198
 FE2198.The modeled gravity was interpolated from observed gravity values.
 FE2198
 FE2198;                    North         East    Units  Estimated Accuracy
 FE2198;SPC TN       -    93,050.      242,810.      MT  (+/- 180 meters Scaled)
 FE2198
 FE2198                          SUPERSEDED SURVEY CONTROL
 FE2198
 FE2198.No superseded survey control is available for this station.
 FE2198
 FE2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD339888(NAD 83)
 FE2198_MARKER: DR = REFERENCE MARK DISK
 FE2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2198_SP_SET: CONCRETE POST
 FE2198_STAMPING: AUDUBON NO 1 1957
 FE2198_MARK LOGO: CGS   
 FE2198_PROJECTION: FLUSH
 FE2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2198+STABILITY: SURFACE MOTION
 FE2198
 FE2198  HISTORY     - Date     Condition        Report By
 FE2198  HISTORY     - 1957     MONUMENTED       CGS
 FE2198  HISTORY     - 1983     GOOD             NGS
 FE2198  HISTORY     - 19951010 MARK NOT FOUND   TN1620
 FE2198
 FE2198                          STATION DESCRIPTION
 FE2198
 FE2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2198'IN MEMPHIS.
 FE2198'IN MEMPHIS NEAR THE SOUTHEAST PART OF MEMPHIS CITY LIMITS, AND AT THE
 FE2198'SOUTH EDGE OF AUDUBON PARK AT THE JUNCTION OF PARK AVENUE AND CHERRY
 FE2198'ROAD, AT THE SOUTHEAST CORNER OF A PUBLIC GOLF COURSE, 7.1 METERS
 FE2198'(23.3 FT) WEST OF THE CENTERLINE OF CHERRY ROAD, 22.3 METERS (73.0 FT)
 FE2198'NORTH OF THE NORTH CURB OF THE AVENUE, 1.8 METERS (6.0 FT) WEST OF A
 FE2198'VERTICAL CRESOTE PILING, AND 27.4 METERS (89.92 FT) NORTHEAST OF
 FE2198'TRIANGULATION STATION AUDUBON.
 FE2198'THE MARK IS ABOVE LEVEL WITH ROAD.
 FE2198
 FE2198                          STATION RECOVERY (1995)
 FE2198
 FE2198'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2199 ***********************************************************************
 FE2199  DESIGNATION -  AUDUBON RM 3
 FE2199  PID         -  FE2199
 FE2199  STATE/COUNTY-  TN/SHELBY
 FE2199  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2199
 FE2199                         *CURRENT SURVEY CONTROL
 FE2199  ___________________________________________________________________
 FE2199* NAD 83(1986)-  35 06 27.     (N)    089 55 08.     (W)     SCALED    
 FE2199* NAVD 88     -        96.067  (meters)     315.18   (feet)  ADJUSTED  
 FE2199  ___________________________________________________________________
 FE2199  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2199  DYNAMIC HT  -          95.979 (meters)     314.89  (feet)  COMP
 FE2199  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FE2199
 FE2199  VERT ORDER  -  FIRST     CLASS II
 FE2199
 FE2199.The horizontal coordinates were scaled from a topographic map and have
 FE2199.an estimated accuracy of +/- 6 seconds.
 FE2199
 FE2199.The orthometric height was determined by differential leveling
 FE2199.and adjusted by the National Geodetic Survey in June 1991..
 FE2199
 FE2199.The geoid height was determined by GEOID03.
 FE2199
 FE2199.The dynamic height is computed by dividing the NAVD 88
 FE2199.geopotential number by the normal gravity value computed on the
 FE2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2199.degrees latitude (g = 980.6199 gals.).
 FE2199
 FE2199.The modeled gravity was interpolated from observed gravity values.
 FE2199
 FE2199;                    North         East    Units  Estimated Accuracy
 FE2199;SPC TN       -    93,050.      242,810.      MT  (+/- 180 meters Scaled)
 FE2199
 FE2199                          SUPERSEDED SURVEY CONTROL
 FE2199
 FE2199.No superseded survey control is available for this station.
 FE2199
 FE2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD339888(NAD 83)
 FE2199_MARKER: DR = REFERENCE MARK DISK
 FE2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2199_SP_SET: CONCRETE POST
 FE2199_STAMPING: AUDUBON NO 3 1957
 FE2199_MARK LOGO: CGS   
 FE2199_PROJECTION: FLUSH
 FE2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2199+STABILITY: SURFACE MOTION
 FE2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2199+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2199
 FE2199  HISTORY     - Date     Condition        Report By
 FE2199  HISTORY     - 1957     MONUMENTED       CGS
 FE2199  HISTORY     - 1983     GOOD             NGS
 FE2199  HISTORY     - 19951010 GOOD             TN1620
 FE2199  HISTORY     - 20021016 GOOD             USACE
 FE2199
 FE2199                          STATION DESCRIPTION
 FE2199
 FE2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2199'IN MEMPHIS.
 FE2199'IN MEMPHIS, NEAR THE SOUTHEAST PART OF MEMPHIS CITY LIMITS AND AT THE
 FE2199'SOUTH EDGE OF AUDUBON PARK AT THE JUNCTION OF PARK AVENUE AND CHERRY
 FE2199'ROAD, AT THE SOUTHEAST CORNER OF A PUBLIC GOLF COURSE, DISK IS SET IN
 FE2199'THE SIDEWALK AT A STREET LIGHTPOLE, 0.61 METER (2.0 FT) NORTH OF THE
 FE2199'NORTH CURB OF THE AVENUE, 34.3 METERS (112.4 FT) WEST-SOUTHWEST OF
 FE2199'TRIANGULATION STATION AUDUBON, AND 0.55 METER (1.8 FT)
 FE2199'NORTH-NORTHEAST OF A STREET LIGHT POLE.
 FE2199'THE MARK IS 0.91 M BELOW STATION AUDUBON.
 FE2199
 FE2199                          STATION RECOVERY (1995)
 FE2199
 FE2199'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2199'RECOVERED IN GOOD CONDITION.
 FE2199
 FE2199                          STATION RECOVERY (2002)
 FE2199
 FE2199'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0407 ***********************************************************************
 FF0407  DESIGNATION -  AUTUMN
 FF0407  PID         -  FF0407
 FF0407  STATE/COUNTY-  TN/SHELBY
 FF0407  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0407
 FF0407                         *CURRENT SURVEY CONTROL
 FF0407  ___________________________________________________________________
 FF0407* NAD 83(1995)-  35 09 07.11333(N)    090 01 11.60385(W)     ADJUSTED  
 FF0407* NAVD 88     -        77.810  (meters)     255.28   (feet)  ADJUSTED  
 FF0407  ___________________________________________________________________
 FF0407  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FF0407  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0407  DYNAMIC HT  -          77.740 (meters)     255.05  (feet)  COMP
 FF0407  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 FF0407
 FF0407  HORZ ORDER  -  THIRD
 FF0407  VERT ORDER  -  SECOND    CLASS 0
 FF0407
 FF0407.The horizontal coordinates were established by classical geodetic methods
 FF0407.and adjusted by the National Geodetic Survey in April 1999..
 FF0407
 FF0407.The orthometric height was determined by differential leveling
 FF0407.and adjusted by the National Geodetic Survey in June 1991..
 FF0407
 FF0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0407
 FF0407.The geoid height was determined by GEOID03.
 FF0407
 FF0407.The dynamic height is computed by dividing the NAVD 88
 FF0407.geopotential number by the normal gravity value computed on the
 FF0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0407.degrees latitude (g = 980.6199 gals.).
 FF0407
 FF0407.The modeled gravity was interpolated from observed gravity values.
 FF0407
 FF0407;                    North         East     Units Scale Factor Converg.
 FF0407;SPC TN       -    98,350.905   233,807.517   MT  1.00001875   -2 21 12.3
 FF0407;SPC TN       -   322,672.93    767,083.50   sFT  1.00001875   -2 21 12.3
 FF0407;SPC AR N     -    92,635.560   580,407.154   MT  0.99996421   +1 09 08.0
 FF0407;SPC AR N     -   303,921.83  1,904,219.14   sFT  0.99996421   +1 09 08.0
 FF0407;UTM  15      - 3,893,963.853   771,477.806   MT  1.00050840   +1 43 00.6
 FF0407;UTM  16      - 3,894,073.232   224,897.248   MT  1.00053282   -1 44 23.2
 FF0407
 FF0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0407!SPC TN       -   0.99999207  x   1.00001875  =   1.00001082
 FF0407!SPC AR N     -   0.99999207  x   0.99996421  =   0.99995628
 FF0407!UTM  15      -   0.99999207  x   1.00050840  =   1.00050047
 FF0407!UTM  16      -   0.99999207  x   1.00053282  =   1.00052489
 FF0407
 FF0407:                Primary Azimuth Mark                     Grid Az
 FF0407:SPC TN       -  SEARS                                    085 18 39.2
 FF0407:SPC AR N     -  SEARS                                    081 48 18.9
 FF0407:UTM  15      -  SEARS                                    081 14 26.3
 FF0407:UTM  16      -  SEARS                                    084 41 50.1
 FF0407
 FF0407|---------------------------------------------------------------------|
 FF0407| PID    Reference Object                     Distance      Geod. Az  |
 FF0407|                                                           dddmmss.s |
 FF0407| FF1976 SEARS                               APPROX. 0.6 KM 0825726.9 |
 FF0407| FF0501 O PARK                              246.676 METERS 19046     |
 FF0407|---------------------------------------------------------------------|
 FF0407
 FF0407                          SUPERSEDED SURVEY CONTROL
 FF0407
 FF0407  NAD 83(1995)-  35 09 07.11569(N)    090 01 11.60339(W) AD(       ) 3
 FF0407  NAD 83(1995)-  35 09 07.11894(N)    090 01 11.60328(W) AD(       ) 3
 FF0407  NAD 83(1986)-  35 09 07.12364(N)    090 01 11.60490(W) AD(       ) 3
 FF0407  NAD 27      -  35 09 06.80010(N)    090 01 11.27830(W) AD(       ) 3
 FF0407  NGVD 29 (??/??/??)   77.782  (m)          255.19   (f) ADJUSTED    2 0
 FF0407
 FF0407.Superseded values are not recommended for survey control.
 FF0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0407.See file dsdata.txt to determine how the superseded data were derived.
 FF0407
 FF0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7147893964(NAD 83)
 FF0407_MARKER: DB = BENCH MARK DISK
 FF0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0407_SP_SET: CURB
 FF0407_STAMPING: AUTUMN 1959
 FF0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0407
 FF0407  HISTORY     - Date     Condition        Report By
 FF0407  HISTORY     - 1959     MONUMENTED       CGS
 FF0407  HISTORY     - 1959     GOOD             CGS
 FF0407  HISTORY     - 19950711 MARK NOT FOUND   TN1620
 FF0407
 FF0407                          STATION DESCRIPTION
 FF0407
 FF0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0407'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF DOWNTOWN
 FF0407'MEMPHIS, ABOUT 200 FEET NORTH OF THE INTERSECTION OF AUTUMN
 FF0407'STREET AND N. BELLEVUE BLVD., 15 FEET EAST OF THE CENTER
 FF0407'OF N. BELLEVUE BLVD., 9 FEET NORTH OF THE CENTER OF I. C. C.
 FF0407'RAILROAD SIDING AND 9 FEET SOUTH OF A TELEPHONE POLE.  THE
 FF0407'MARK IS A STANDARD TRAVERSE DISK CEMENTED IN A DRILL HOLE
 FF0407'IN THE EAST CURB OF N. BELLEVUE BLVD., SET FLUSH WITH THE
 FF0407'CURB AND IS STAMPED AUTUMN 1959.
 FF0407'
 FF0407'NO REFERENCE MARKS OR AZIMUTH MARK WERE ESTABLISHED.
 FF0407
 FF0407                          STATION RECOVERY (1959)
 FF0407
 FF0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0407'IN MEMPHIS.
 FF0407'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF DOWNTOWN MEMPHIS,
 FF0407'ABOUT 200 FEET NORTH OF THE INTERSECTION OF AUTUMN STREET AND
 FF0407'NORTH BELLEVUE BLVD., 15 FEET EAST OF THE CENTER OF N. BELLEVUE
 FF0407'BLVD., 9 FEET NORTH OF THE CENTER OF I.C.C. RAILROAD SIDEING AND
 FF0407'9 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS SET IN A DRILL
 FF0407'HOLE IN THE EAST CURB OF NORTH BELLEVUE BLVD.  IT IS ABOUT
 FF0407'0.3 MILE SOUTH OF STATION JACKSON.
 FF0407
 FF0407                          STATION RECOVERY (1995)
 FF0407
 FF0407'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1527 ***********************************************************************
 FD1527  DESIGNATION -  AUXILIARY
 FD1527  PID         -  FD1527
 FD1527  STATE/COUNTY-  TN/HICKMAN
 FD1527  USGS QUAD   -  CENTERVILLE (1987)
 FD1527
 FD1527                         *CURRENT SURVEY CONTROL
 FD1527  ___________________________________________________________________
 FD1527* NAD 83(1995)-  35 52 20.18808(N)    087 28 23.05939(W)     ADJUSTED  
 FD1527* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 FD1527  ___________________________________________________________________
 FD1527  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FD1527  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FD1527
 FD1527  HORZ ORDER  -  THIRD
 FD1527
 FD1527.The horizontal coordinates were established by classical geodetic methods
 FD1527.and adjusted by the National Geodetic Survey in April 1999..
 FD1527
 FD1527.The orthometric height was scaled from a topographic map.
 FD1527
 FD1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1527
 FD1527.The geoid height was determined by GEOID03.
 FD1527
 FD1527;                    North         East     Units Scale Factor Converg.
 FD1527;SPC TN       -   171,745.103   466,980.409   MT  0.99994862   -0 51 44.6
 FD1527;SPC TN       -   563,467.06  1,532,084.89   sFT  0.99994862   -0 51 44.6
 FD1527;UTM  16      - 3,969,885.287   457,294.341   MT  0.99962247   -0 16 38.0
 FD1527
 FD1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1527!SPC TN       -   0.99997104  x   0.99994862  =   0.99991966
 FD1527!UTM  16      -   0.99997104  x   0.99962247  =   0.99959352
 FD1527
 FD1527:                Primary Azimuth Mark                     Grid Az
 FD1527:SPC TN       -  MT SINAI                                 023 31 02.8
 FD1527:UTM  16      -  MT SINAI                                 022 55 56.2
 FD1527
 FD1527|---------------------------------------------------------------------|
 FD1527| PID    Reference Object                     Distance      Geod. Az  |
 FD1527|                                                           dddmmss.s |
 FD1527| GC1436 MT SINAI                            APPROX.15.9 KM 0223918.2 |
 FD1527| CG5500 AUXILIARY AZ MK                                    1830439.0 |
 FD1527| CG5501 AUXILIARY RM 1                       26.094 METERS 18410     |
 FD1527| FD1528 CENTERVILLE ST FOREST LOT HR 1      APPROX. 7.1 KM 1862139.5 |
 FD1527| CG5502 AUXILIARY RM 2                       27.228 METERS 28602     |
 FD1527| FD1531 DALLAS LOUISVILLE AWY BCN 59        APPROX. 1.4 KM 2952647.9 |
 FD1527|---------------------------------------------------------------------|
 FD1527
 FD1527                          SUPERSEDED SURVEY CONTROL
 FD1527
 FD1527  NAD 83(1995)-  35 52 20.19021(N)    087 28 23.06285(W) AD(       ) 3
 FD1527  NAD 83(1986)-  35 52 20.19880(N)    087 28 23.06131(W) AD(       ) 3
 FD1527  NAD 27      -  35 52 19.96400(N)    087 28 23.00600(W) AD(       ) 3
 FD1527
 FD1527.Superseded values are not recommended for survey control.
 FD1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1527.See file dsdata.txt to determine how the superseded data were derived.
 FD1527
 FD1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5729469885(NAD 83)
 FD1527_MARKER: DS = TRIANGULATION STATION DISK
 FD1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1527
 FD1527  HISTORY     - Date     Condition        Report By
 FD1527  HISTORY     - 1953     MONUMENTED       CGS
 FD1527
 FD1527                          STATION DESCRIPTION
 FD1527
 FD1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1527'STATION IS LOCATED 14 MILES SOUTH OF DICKSON, 7 MILES NORTH OF
 FD1527'CENTERVILLE AND 1 MILE
 FD1527'NORTH OF NUNNELLY ON PROPERTY OWNED BY J A BATES.  IT IS 57
 FD1527'FEET SOUTHWEST OF THE
 FD1527'INTERSECTION OF STATE HIGHWAY 48 AND AIR PORT
 FD1527'ROAD, 37 FEET SOUTH OF THE CENTER OF AIR
 FD1527'PORT ROAD AND 6 FEET
 FD1527'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 FD1527'THE DISK IS
 FD1527'STAMPED AUXILIARY 1953.
 FD1527'
 FD1527'REFERENCE MARK NO 1 IS 36 FEET WEST OF THE CENTER OF HIGHWAY 48 AND
 FD1527'17 FEET SOUTHEAST OF A 6
 FD1527'INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS
 FD1527'STAMPED AUXILIARY NO 1 1953.
 FD1527'
 FD1527'REFERENCE MARK NO 2 IS 140 FEET WEST OF THE CENTER OF HIGHWAY 48 AND
 FD1527'22 FEET SOUTH OF THE
 FD1527'CENTER OF AIR PORT ROAD.  THE MARK PROJECTS 4 INCHES AND
 FD1527'THE DISK IS STAMPED AUXILIARY
 FD1527'NO 2 1953.
 FD1527'
 FD1527'AZIMUTH MARK IS 48 FEET EAST OF THE CENTER OF HIGHWAY 48 AND 3 FEET
 FD1527'NORTH OF A WHITE WITNESS
 FD1527'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 FD1527'STAMPED AUXILIARY 1953.
 FD1527'
 FD1527'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1527'48, 5 MILES NORTH OF
 FD1527'CENTERVILLE, GO NORTH ON HIGHWAY 48 FOR 2.7 MILES TO
 FD1527'THE RAIL ROAD CROSSING IN
 FD1527'NUNNELLY.  CONTINUE ON HIGHWAY 48 FOR 0.75
 FD1527'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FD1527'CONTINUE FOR 0.15 MILE TO THE
 FD1527'INTERSECTION OF AIR PORT ROAD AND THE STATION ON THE LEFT
 FD1527'AS
 FD1527'DESCRIBED.
 FD1527'
 FD1527'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2410 ***********************************************************************
 FE2410  DESIGNATION -  AVERY
 FE2410  PID         -  FE2410
 FE2410  STATE/COUNTY-  TN/CROCKETT
 FE2410  USGS QUAD   -  MAURY CITY (1981)
 FE2410
 FE2410                         *CURRENT SURVEY CONTROL
 FE2410  ___________________________________________________________________
 FE2410* NAD 83(1995)-  35 50 02.32951(N)    089 10 10.97333(W)     ADJUSTED  
 FE2410* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 FE2410  ___________________________________________________________________
 FE2410  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FE2410  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE2410
 FE2410  HORZ ORDER  -  THIRD
 FE2410
 FE2410.The horizontal coordinates were established by classical geodetic methods
 FE2410.and adjusted by the National Geodetic Survey in April 1999..
 FE2410
 FE2410.The orthometric height was scaled from a topographic map.
 FE2410
 FE2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2410
 FE2410.The geoid height was determined by GEOID03.
 FE2410
 FE2410;                    North         East     Units Scale Factor Converg.
 FE2410;SPC TN       -   171,132.381   313,673.852   MT  0.99994840   -1 51 20.4
 FE2410;SPC TN       -   561,456.82  1,029,111.63   sFT  0.99994840   -1 51 20.4
 FE2410;UTM  16      - 3,967,707.679   304,024.854   MT  1.00007327   -1 16 14.3
 FE2410
 FE2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2410!SPC TN       -   0.99998604  x   0.99994840  =   0.99993444
 FE2410!UTM  16      -   0.99998604  x   1.00007327  =   1.00005931
 FE2410
 FE2410|---------------------------------------------------------------------|
 FE2410| PID    Reference Object                     Distance      Geod. Az  |
 FE2410|                                                           dddmmss.s |
 FE2410| FE2415 TT 90                                25.630 METERS 14904     |
 FE2410| CG3159 AVERY AZ MK                                        1630654.5 |
 FE2410| CG3160 AVERY RM 1                           20.362 METERS 22134     |
 FE2410|---------------------------------------------------------------------|
 FE2410
 FE2410                          SUPERSEDED SURVEY CONTROL
 FE2410
 FE2410  NAD 83(1995)-  35 50 02.33414(N)    089 10 10.97568(W) AD(       ) 3
 FE2410  NAD 83(1986)-  35 50 02.34064(N)    089 10 10.97368(W) AD(       ) 3
 FE2410  NAD 27      -  35 50 02.07470(N)    089 10 10.72600(W) AD(       ) 3
 FE2410
 FE2410.Superseded values are not recommended for survey control.
 FE2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2410.See file dsdata.txt to determine how the superseded data were derived.
 FE2410
 FE2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0402567708(NAD 83)
 FE2410_MARKER: DS = TRIANGULATION STATION DISK
 FE2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2410
 FE2410  HISTORY     - Date     Condition        Report By
 FE2410  HISTORY     - 1959     MONUMENTED       CGS
 FE2410
 FE2410                          STATION DESCRIPTION
 FE2410
 FE2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2410'THE STATION IS ABOUT 4 MILES NORTHWEST OF ALAMO, ABOUT 2 MILES SOUTH
 FE2410'OF CROCKETT MILLS, AND ABOUT 2.5 MILES NORTHEAST OF MAURY CITY IN THE
 FE2410'HIGHWAY RIGHT-OF-WAY. IT IS 11 FEET SOUTH OF A WHITE WITNESS POST, 11
 FE2410'FEET SOUTH OF A WIRE FENCE, 35 FEET EAST OF THE CENTERLINE OF THE
 FE2410'ROAD, AND 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE. THE
 FE2410'MONUMENT IS FLUSH AND THE DISK IS STAMPED AVERY 1959.
 FE2410'
 FE2410'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20 AND STATE HIGHWAY 88
 FE2410'IN MAURY CITY GO SOUTH AND EAST ON HIGHWAY 20 FOR 2.65 MILES TO
 FE2410'JUNCTION OF STATE HIGHWAY 54 ON THE RIGHT. CONTINUE AHEAD ON HIGHWAY
 FE2410'20 FOR 0.05 MILE TO A PAVED SIDE ROAD LEFT. TURN LEFT AND GO
 FE2410'NORTH FOR 1.55 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH
 FE2410'FOR 0.75 MILE TO STATION ON THE RIGHT.
 FE2410'
 FE2410'REFERENCE MARK 1 IS 22 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 6
 FE2410'INCHES EAST OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2410'STAMPED AVERY NO 1 1959.
 FE2410'
 FE2410'TT 90 (TVA) IS A TENNESSEE VALLEY AUTHORITY DISK SET IN A 6 BY 6 INCH
 FE2410'CONCRETE POST WHICH PROJECTS 7 INCHES. THE DISK IS STAMPED TT 90 TVA
 FE2410'1947. IT IS 31 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 37 FEET
 FE2410'NORTH OF A FENCE CORNER, AND 54 FEET EAST OF THE CENTERLINE OF THE
 FE2410'ROAD.
 FE2410'
 FE2410'THE AZIMUTH MARK IS ON A BANK ABOUT 7 FEET ABOVE THE ROAD AND IS ON
 FE2410'THE PROPERTY OF MR. HENRY COOK. IT IS 1 FOOT WEST OF A WIRE FENCE, 3
 FE2410'FEET NORTHWEST OF A WHITE WITNESS POST, AND 33 FEET EAST OF THE
 FE2410'CENTERLINE OF THE ROAD. THE MONUMENT PROJECTS 1 INCH AND THE DISK
 FE2410'IS STAMPED AVERY 1959.
 FE2410'
 FE2410'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0755 ***********************************************************************
 FC0755  DESIGNATION -  B
 FC0755  PID         -  FC0755
 FC0755  STATE/COUNTY-  TN/MEIGS
 FC0755  USGS QUAD   -  DECATUR (1973)
 FC0755
 FC0755                         *CURRENT SURVEY CONTROL
 FC0755  ___________________________________________________________________
 FC0755* NAD 83(1986)-  35 37 27.     (N)    084 46 29.     (W)     SCALED    
 FC0755* NAVD 88     -       233.064  (meters)     764.64   (feet)  ADJUSTED  
 FC0755  ___________________________________________________________________
 FC0755  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0755  DYNAMIC HT  -         232.842 (meters)     763.92  (feet)  COMP
 FC0755  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 FC0755
 FC0755  VERT ORDER  -  FIRST     CLASS II
 FC0755
 FC0755.The horizontal coordinates were scaled from a topographic map and have
 FC0755.an estimated accuracy of +/- 6 seconds.
 FC0755
 FC0755.The orthometric height was determined by differential leveling
 FC0755.and adjusted by the National Geodetic Survey in June 1991..
 FC0755
 FC0755.The geoid height was determined by GEOID03.
 FC0755
 FC0755.The dynamic height is computed by dividing the NAVD 88
 FC0755.geopotential number by the normal gravity value computed on the
 FC0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0755.degrees latitude (g = 980.6199 gals.).
 FC0755
 FC0755.The modeled gravity was interpolated from observed gravity values.
 FC0755
 FC0755;                    North         East    Units  Estimated Accuracy
 FC0755;SPC TN       -   143,910.      710,990.      MT  (+/- 180 meters Scaled)
 FC0755
 FC0755                          SUPERSEDED SURVEY CONTROL
 FC0755
 FC0755  NGVD 29 (??/??/92)  233.145  (m)          764.91   (f) ADJ UNCH    1 2
 FC0755
 FC0755.Superseded values are not recommended for survey control.
 FC0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0755.See file dsdata.txt to determine how the superseded data were derived.
 FC0755
 FC0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE015445(NAD 83)
 FC0755_MARKER: DD = SURVEY DISK
 FC0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0755_STAMPING: B
 FC0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0755+STABILITY: SURFACE MOTION
 FC0755
 FC0755  HISTORY     - Date     Condition        Report By
 FC0755  HISTORY     - UNK      MONUMENTED       TVA
 FC0755  HISTORY     - 1950     GOOD             NGS
 FC0755
 FC0755                          STATION DESCRIPTION
 FC0755
 FC0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0755'1.2 MI W FROM PEAKLAND.
 FC0755'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0755'PEAKLAND, THENCE ABOUT 0.8 MILE WEST ALONG A BLACK TOP ROAD
 FC0755'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.3 MILE NORTHEAST
 FC0755'OF THE EAST END OF THE DAM, ABOUT 0.15 MILE EAST OF A PARKING
 FC0755'AREA, 55 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET WEST
 FC0755'OF A 4-INCH IRON PIPE PROJECTING ABOUT 14-INCHES ABOVE THE
 FC0755'GROUND, 45 FEET SOUTHWEST OF A TELEPHONE POLE, 308 FEET SOUTHWEST
 FC0755'OF BM A(TVA), 2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST,
 FC0755'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FC0755'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1752 ***********************************************************************
 FB1752  DESIGNATION -  B 1
 FB1752  PID         -  FB1752
 FB1752  STATE/COUNTY-  TN/KNOX
 FB1752  USGS QUAD   -  KNOXVILLE (1978)
 FB1752
 FB1752                         *CURRENT SURVEY CONTROL
 FB1752  ___________________________________________________________________
 FB1752* NAD 83(1986)-  35 55 59.     (N)    083 54 51.     (W)     SCALED    
 FB1752* NAVD 88     -       258.077  (meters)     846.71   (feet)  ADJUSTED  
 FB1752  ___________________________________________________________________
 FB1752  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1752  DYNAMIC HT  -         257.839 (meters)     845.93  (feet)  COMP
 FB1752  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FB1752
 FB1752  VERT ORDER  -  FIRST     CLASS II
 FB1752
 FB1752.The horizontal coordinates were scaled from a topographic map and have
 FB1752.an estimated accuracy of +/- 6 seconds.
 FB1752
 FB1752.The orthometric height was determined by differential leveling
 FB1752.and adjusted by the National Geodetic Survey in June 1991..
 FB1752
 FB1752.The geoid height was determined by GEOID03.
 FB1752
 FB1752.The dynamic height is computed by dividing the NAVD 88
 FB1752.geopotential number by the normal gravity value computed on the
 FB1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1752.degrees latitude (g = 980.6199 gals.).
 FB1752
 FB1752.The modeled gravity was interpolated from observed gravity values.
 FB1752
 FB1752;                    North         East    Units  Estimated Accuracy
 FB1752;SPC TN       -   179,490.      788,200.      MT  (+/- 180 meters Scaled)
 FB1752
 FB1752                          SUPERSEDED SURVEY CONTROL
 FB1752
 FB1752  NGVD 29 (12/12/91)  258.213  (m)          847.15   (f) ADJUSTED    1 2
 FB1752
 FB1752.Superseded values are not recommended for survey control.
 FB1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1752.See file dsdata.txt to determine how the superseded data were derived.
 FB1752
 FB1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV370804(NAD 83)
 FB1752_MARKER: DD = SURVEY DISK
 FB1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1752_STAMPING: B 1 1928
 FB1752_MARK LOGO: USGS  
 FB1752_PROJECTION: FLUSH
 FB1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1752+STABILITY: SURFACE MOTION
 FB1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1752+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1752
 FB1752  HISTORY     - Date     Condition        Report By
 FB1752  HISTORY     - 1928     MONUMENTED       USGS
 FB1752  HISTORY     - 1950     MARK NOT FOUND   NGS
 FB1752  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 FB1752  HISTORY     - 1983     GOOD             NGS
 FB1752  HISTORY     - 20010322 GOOD             USPSQD
 FB1752  HISTORY     - 20060112 GOOD             USPSQD
 FB1752
 FB1752                          STATION DESCRIPTION
 FB1752
 FB1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1752'AT VESTAL.
 FB1752'AT VESTAL, KNOX COUNTY, ON THE GROUNDS OF THE METHODIST CHURCH, 50
 FB1752'FEET SOUTH OF THE SOUTH SIDE OF THE CHURCH, AND 1 FOOT EAST OF
 FB1752'THE EAST EDGE OF THE CONCRETE WALK TO THE MAIN ENTRANCE.  A
 FB1752'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 1 1928
 FB1752'AND SET IN THE TOP OF A CONCRETE POST.
 FB1752
 FB1752                          STATION RECOVERY (1978)
 FB1752
 FB1752'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 FB1752'MARK NOT FOUND.
 FB1752
 FB1752                          STATION RECOVERY (1983)
 FB1752
 FB1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1752'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN VESTAL, ON
 FB1752'THE GROUNDS OF THE VESTAL METHODIST CHURCH, AT 115 OGLE AVENUE
 FB1752'SOUTHWEST, 12.50 METERS (41.0 FT) NORTH OF THE CENTERLINE OF OGLE
 FB1752'AVENUE, 60.96 METERS (200.0 FT) WEST OF THE INTERSECTION OF MARTIN
 FB1752'MILL PIKE AND OGLE AVENUE, 11.73 METERS (38.5 FT) SOUTH OF THE BASE OF
 FB1752'THE STEPS TO THE MAIN ENTRANCE TO VESTAL METHODIST CHURCH, 0.30 METER
 FB1752'(1.0 FT) EAST OF THE EAST EDGE OF THE CONCRETE WALK TO THE AAIN
 FB1752'ENTRANCE.  NOTE--THIS MARK WAS NOT LOCATED IN JULY 1950.
 FB1752'THE MARK IS 0.60 M ABOVE OGLE AVENUE.
 FB1752
 FB1752                          STATION RECOVERY (2001)
 FB1752
 FB1752'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1752'STATION FOUND IN GOOD CONDITION.  USED METAL DEDECTOR TO LOCATE
 FB1752'STATION.  STATION IS 5 INCHES UNDER GRASS LOCATED AS DESCRIBED ABOVE.
 FB1752
 FB1752                          STATION RECOVERY (2006)
 FB1752
 FB1752'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2070 ***********************************************************************
 FB2070  DESIGNATION -  B 1
 FB2070  PID         -  FB2070
 FB2070  STATE/COUNTY-  TN/KNOX
 FB2070  USGS QUAD   -  KNOXVILLE (1978)
 FB2070
 FB2070                         *CURRENT SURVEY CONTROL
 FB2070  ___________________________________________________________________
 FB2070* NAD 83(1986)-  35 56 01.     (N)    083 54 49.     (W)     SCALED    
 FB2070* NAVD 88     -       258.08   (+/-2cm)     846.7    (feet)  VERTCON   
 FB2070  ___________________________________________________________________
 FB2070  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB2070
 FB2070  VERT ORDER  -  ? (See Below)
 FB2070
 FB2070.The horizontal coordinates were scaled from a topographic map and have
 FB2070.an estimated accuracy of +/- 6 seconds.
 FB2070
 FB2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2070.The vertical order pertains to the NGVD 29 superseded value.
 FB2070
 FB2070.The geoid height was determined by GEOID03.
 FB2070
 FB2070;                    North         East    Units  Estimated Accuracy
 FB2070;SPC TN       -   179,560.      788,250.      MT  (+/- 180 meters Scaled)
 FB2070
 FB2070                          SUPERSEDED SURVEY CONTROL
 FB2070
 FB2070  NGVD 29 (??/??/92)  258.211  (m)          847.15   (f) ADJ UNCH    ?  
 FB2070
 FB2070.Superseded values are not recommended for survey control.
 FB2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2070.See file dsdata.txt to determine how the superseded data were derived.
 FB2070
 FB2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV371805(NAD 83)
 FB2070_MARKER: DD = SURVEY DISK
 FB2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2070_STAMPING: B 1 1928
 FB2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2070+STABILITY: SURFACE MOTION
 FB2070
 FB2070  HISTORY     - Date     Condition        Report By
 FB2070  HISTORY     - 1928     MONUMENTED       USGS
 FB2070  HISTORY     - 1936     GOOD             USGS
 FB2070
 FB2070                          STATION DESCRIPTION
 FB2070
 FB2070'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2070'AT VESTAL.
 FB2070'AT VESTAL, KNOX COUNTY, AT THE METHODIST CHURCH, 50 FEET SOUTH
 FB2070'OF THE SOUTH SIDE OF THE BUILDING, IN THE CHURCHYARD, AND 1 FOOT
 FB2070'EAST OF THE EAST EDGE OF THE CONCRETE WALK LEADING TO THE MAIN
 FB2070'ENTRANCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FB2070'STAMPED B 1 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0592 ***********************************************************************
 FC0592  DESIGNATION -  B 1
 FC0592  PID         -  FC0592
 FC0592  STATE/COUNTY-  TN/BRADLEY
 FC0592  USGS QUAD   -  CHARLESTON (1980)
 FC0592
 FC0592                         *CURRENT SURVEY CONTROL
 FC0592  ___________________________________________________________________
 FC0592* NAD 83(1986)-  35 16 57.     (N)    084 48 30.     (W)     SCALED    
 FC0592* NAVD 88     -       223.076  (meters)     731.88   (feet)  ADJUSTED  
 FC0592  ___________________________________________________________________
 FC0592  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0592  DYNAMIC HT  -         222.858 (meters)     731.16  (feet)  COMP
 FC0592  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 FC0592
 FC0592  VERT ORDER  -  SECOND    CLASS 0
 FC0592
 FC0592.The horizontal coordinates were scaled from a topographic map and have
 FC0592.an estimated accuracy of +/- 6 seconds.
 FC0592
 FC0592.The orthometric height was determined by differential leveling
 FC0592.and adjusted by the National Geodetic Survey in June 1991..
 FC0592
 FC0592.The geoid height was determined by GEOID03.
 FC0592
 FC0592.The dynamic height is computed by dividing the NAVD 88
 FC0592.geopotential number by the normal gravity value computed on the
 FC0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0592.degrees latitude (g = 980.6199 gals.).
 FC0592
 FC0592.The modeled gravity was interpolated from observed gravity values.
 FC0592
 FC0592;                    North         East    Units  Estimated Accuracy
 FC0592;SPC TN       -   105,970.      708,410.      MT  (+/- 180 meters Scaled)
 FC0592
 FC0592                          SUPERSEDED SURVEY CONTROL
 FC0592
 FC0592  NGVD 29 (??/??/92)  223.120  (m)          732.02   (f) ADJ UNCH    2 0
 FC0592
 FC0592.Superseded values are not recommended for survey control.
 FC0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0592.See file dsdata.txt to determine how the superseded data were derived.
 FC0592
 FC0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE993065(NAD 83)
 FC0592_MARKER: DD = SURVEY DISK
 FC0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0592_STAMPING: B 1 TT 1935
 FC0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0592+STABILITY: SURFACE MOTION
 FC0592
 FC0592  HISTORY     - Date     Condition        Report By
 FC0592  HISTORY     - 1935     MONUMENTED       USGS
 FC0592  HISTORY     - 1961     GOOD             NGS
 FC0592
 FC0592                          STATION DESCRIPTION
 FC0592
 FC0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0592'3.2 MI W FROM CHARLESTON.
 FC0592'FROM THE CHARLESTON GRADE SCHOOL ON U.S. HIGHWAY 11 GO WEST ON
 FC0592'AN OILED ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT, CONTINUE
 FC0592'AHEAD FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.9
 FC0592'MILES TO A POINT WHERE THE OILED ROAD TURNS SHARP LEFT, A
 FC0592'GRAVELED ROAD GOES STRAIGHT AHEAD AND THE MARK ON THE RIGHT.
 FC0592'53 FEET NORTHWEST OF THE CENTER OF THE OILED ROAD, 30 FEET WEST
 FC0592'OF A BUSHOUSE FOR SCHOOL CHILDREN, 18 FEET NORTH OF THE CENTER
 FC0592'OF THE GRAVELED ROAD, 1.7 FEET EAST OF A WITNESS SIGN, AND AT THE
 FC0592'SOUTH EDGE OF THE WOODS.  A USGS DISK SET IN THE TOP OF A
 FC0592'CONCRETE POST PROJECTING 2 INCHES AND ABOUT 0.6 FEET ABOVE THE
 FC0592'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0882 ***********************************************************************
 GA0882  DESIGNATION -  B 100
 GA0882  PID         -  GA0882
 GA0882  STATE/COUNTY-  TN/GREENE
 GA0882  USGS QUAD   -  BAILEYTON (1971)
 GA0882
 GA0882                         *CURRENT SURVEY CONTROL
 GA0882  ___________________________________________________________________
 GA0882* NAD 83(1986)-  36 15 26.     (N)    082 49 06.     (W)     SCALED    
 GA0882* NAVD 88     -       403.171  (meters)    1322.74   (feet)  ADJUSTED  
 GA0882  ___________________________________________________________________
 GA0882  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0882  DYNAMIC HT  -         402.795 (meters)    1321.50  (feet)  COMP
 GA0882  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA0882
 GA0882  VERT ORDER  -  SECOND    CLASS 0
 GA0882
 GA0882.The horizontal coordinates were scaled from a topographic map and have
 GA0882.an estimated accuracy of +/- 6 seconds.
 GA0882
 GA0882.The orthometric height was determined by differential leveling
 GA0882.and adjusted by the National Geodetic Survey in June 1991..
 GA0882
 GA0882.The geoid height was determined by GEOID03.
 GA0882
 GA0882.The dynamic height is computed by dividing the NAVD 88
 GA0882.geopotential number by the normal gravity value computed on the
 GA0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0882.degrees latitude (g = 980.6199 gals.).
 GA0882
 GA0882.The modeled gravity was interpolated from observed gravity values.
 GA0882
 GA0882;                    North         East    Units  Estimated Accuracy
 GA0882;SPC TN       -   218,100.      885,880.      MT  (+/- 180 meters Scaled)
 GA0882
 GA0882                          SUPERSEDED SURVEY CONTROL
 GA0882
 GA0882  NGVD 29 (??/??/92)  403.310  (m)         1323.19   (f) ADJ UNCH    2 0
 GA0882
 GA0882.Superseded values are not recommended for survey control.
 GA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0882.See file dsdata.txt to determine how the superseded data were derived.
 GA0882
 GA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA366140(NAD 83)
 GA0882_MARKER: DB = BENCH MARK DISK
 GA0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0882_STAMPING: B 100 1935
 GA0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0882+STABILITY: SURFACE MOTION
 GA0882
 GA0882  HISTORY     - Date     Condition        Report By
 GA0882  HISTORY     - 1935     MONUMENTED       CGS
 GA0882  HISTORY     - 1955     GOOD             TVA
 GA0882
 GA0882                          STATION DESCRIPTION
 GA0882
 GA0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0882'3.8 MI SW FROM LOCUST SPRING.
 GA0882'3.8 MILES SOUTHWEST ALONG THE ALBANY ROAD FROM THE JUNCTION OF
 GA0882'THE NEWMANSVILLE ROAD AT LOCUST SPRING, GREENE COUNTY, AT MT.
 GA0882'PLEASANT, AT A CEMETERY, 67 FEET EAST OF THE CENTERLINE OF THE
 GA0882'ROAD, 30 FEET EAST OF THE REV. W.A. BROWN TOMBSTONE, 21 FEET
 GA0882'NORTH OF THE GEORGE E. ROSS TOMBSTONE, 4 FEET NORTHWEST OF A
 GA0882'SOUTHEAST FENCE CORNER, 2 FEET HIGHER THAN THE ROAD, AND 6 FEET
 GA0882'SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED B 100
 GA0882'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0882
 GA0882                          STATION RECOVERY (1955)
 GA0882
 GA0882'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0256 ***********************************************************************
 GA0256  DESIGNATION -  B 102
 GA0256  PID         -  GA0256
 GA0256  STATE/COUNTY-  TN/SULLIVAN
 GA0256  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0256
 GA0256                         *CURRENT SURVEY CONTROL
 GA0256  ___________________________________________________________________
 GA0256* NAD 83(1986)-  36 35 05.     (N)    082 27 10.     (W)     SCALED    
 GA0256* NAVD 88     -       440.198  (meters)    1444.22   (feet)  POSTED    
 GA0256  ___________________________________________________________________
 GA0256  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0256  DYNAMIC HT  -         439.790 (meters)    1442.88  (feet)  COMP
 GA0256  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 GA0256
 GA0256  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0256
 GA0256.The horizontal coordinates were scaled from a topographic map and have
 GA0256.an estimated accuracy of +/- 6 seconds.
 GA0256
 GA0256.The orthometric height was determined by differential leveling
 GA0256.and adjusted by the National Geodetic Survey in 1992..
 GA0256.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0256.rate of 4.1 thru 8.0 mm/km.
 GA0256
 GA0256.The geoid height was determined by GEOID03.
 GA0256
 GA0256.The dynamic height is computed by dividing the NAVD 88
 GA0256.geopotential number by the normal gravity value computed on the
 GA0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0256.degrees latitude (g = 980.6199 gals.).
 GA0256
 GA0256.The modeled gravity was interpolated from observed gravity values.
 GA0256
 GA0256;                    North         East    Units  Estimated Accuracy
 GA0256;SPC TN       -   255,550.      917,390.      MT  (+/- 180 meters Scaled)
 GA0256
 GA0256                          SUPERSEDED SURVEY CONTROL
 GA0256
 GA0256  NGVD 29 (??/??/92)  440.330  (m)         1444.65   (f) ADJ UNCH    2 0
 GA0256
 GA0256.Superseded values are not recommended for survey control.
 GA0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0256.See file dsdata.txt to determine how the superseded data were derived.
 GA0256
 GA0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA700497(NAD 83)
 GA0256_MARKER: DB = BENCH MARK DISK
 GA0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0256_STAMPING: B 102 1935
 GA0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0256+STABILITY: SURFACE MOTION
 GA0256
 GA0256  HISTORY     - Date     Condition        Report By
 GA0256  HISTORY     - 1935     MONUMENTED       CGS
 GA0256  HISTORY     - 1959     GOOD             TVA
 GA0256
 GA0256                          STATION DESCRIPTION
 GA0256
 GA0256'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0256'4.2 MI W FROM SILVICOLA.
 GA0256'4.2 MILES WEST ALONG THE MILL POINT-BLOOMINGDALE ROAD FROM THE
 GA0256'POST OFFICE AT SILVICOLA, SULLIVAN COUNTY, AT A SCHOOLHOUSE, 28 YARDS
 GA0256'SOUTHEAST OF THE CONCRETE STEPS OF THE SCHOOL, 22 YARDS EAST
 GA0256'OF THE EAST FACE OF A FRAME HOUSE, 19.6 FEET SOUTH OF THE
 GA0256'CENTERLINE OF THE ROAD, 5 FEET NORTHWEST OF A 10-INCH MAPLE
 GA0256'TREE, 2.2 FEET NORTH OF A FENCE LINE, AND LEVEL WITH THE ROAD,
 GA0256'2 FEET SOUTH OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0256'B 102 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 GA0256'MARK CAN BE REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 11 W
 GA0256'AND 58 AT THE WEST END OF STATE STREET IN BRISTOL BY GOING 11.0
 GA0256'MILES WEST ALONG U.S. HIGHWAY 11 W (NEW) THENCE 3.9 MILES
 GA0256'NORTH ALONG COUNTY BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1246 ***********************************************************************
 FZ1246  DESIGNATION -  B 103
 FZ1246  PID         -  FZ1246
 FZ1246  STATE/COUNTY-  TN/JOHNSON
 FZ1246  USGS QUAD   -  DOE (1969)
 FZ1246
 FZ1246                         *CURRENT SURVEY CONTROL
 FZ1246  ___________________________________________________________________
 FZ1246* NAD 83(1986)-  36 29 52.     (N)    081 53 09.     (W)     SCALED    
 FZ1246* NAVD 88     -      1176.852  (meters)    3861.06   (feet)  ADJUSTED  
 FZ1246  ___________________________________________________________________
 FZ1246  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1246  DYNAMIC HT  -        1175.710 (meters)    3857.31  (feet)  COMP
 FZ1246  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 FZ1246
 FZ1246  VERT ORDER  -  SECOND    CLASS 0
 FZ1246
 FZ1246.The horizontal coordinates were scaled from a topographic map and have
 FZ1246.an estimated accuracy of +/- 6 seconds.
 FZ1246
 FZ1246.The orthometric height was determined by differential leveling
 FZ1246.and adjusted by the National Geodetic Survey in June 1991..
 FZ1246
 FZ1246.The geoid height was determined by GEOID03.
 FZ1246
 FZ1246.The dynamic height is computed by dividing the NAVD 88
 FZ1246.geopotential number by the normal gravity value computed on the
 FZ1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1246.degrees latitude (g = 980.6199 gals.).
 FZ1246
 FZ1246.The modeled gravity was interpolated from observed gravity values.
 FZ1246
 FZ1246;                    North         East    Units  Estimated Accuracy
 FZ1246;SPC TN       -   247,900.      968,500.      MT  (+/- 180 meters Scaled)
 FZ1246
 FZ1246                          SUPERSEDED SURVEY CONTROL
 FZ1246
 FZ1246  NGVD 29 (??/??/92) 1176.948  (m)         3861.37   (f) ADJ UNCH    2 0
 FZ1246
 FZ1246.Superseded values are not recommended for survey control.
 FZ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1246.See file dsdata.txt to determine how the superseded data were derived.
 FZ1246
 FZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA206395(NAD 83)
 FZ1246_MARKER: DB = BENCH MARK DISK
 FZ1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1246_STAMPING: B 103 1935
 FZ1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1246+STABILITY: SURFACE MOTION
 FZ1246
 FZ1246  HISTORY     - Date     Condition        Report By
 FZ1246  HISTORY     - 1935     MONUMENTED       CGS
 FZ1246
 FZ1246                          STATION DESCRIPTION
 FZ1246
 FZ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1246'4 MI SE FROM SHADY VALLEY.
 FZ1246'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1246'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, 100 YARDS
 FZ1246'NORTHEAST OF THE TOP OF A MOUNTAIN, 20 FEET NORTHWEST OF A
 FZ1246'24-INCH GALVANIZED-IRON PIPE CULVERT, AT A SMALL CLEARING, 23.4
 FZ1246'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 FZ1246'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 103 1935
 FZ1246'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0438 ***********************************************************************
 GA0438  DESIGNATION -  B 104
 GA0438  PID         -  GA0438
 GA0438  STATE/COUNTY-  TN/CARTER
 GA0438  USGS QUAD   -  WATAUGA DAM (1960)
 GA0438
 GA0438                         *CURRENT SURVEY CONTROL
 GA0438  ___________________________________________________________________
 GA0438* NAD 83(1986)-  36 19 49.     (N)    082 01 20.     (W)     SCALED    
 GA0438* NAVD 88     -       553.269  (meters)    1815.18   (feet)  ADJUSTED  
 GA0438  ___________________________________________________________________
 GA0438  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0438  DYNAMIC HT  -         552.708 (meters)    1813.34  (feet)  COMP
 GA0438  MODELED GRAV-     979,602.4   (mgal)                       NAVD 88
 GA0438
 GA0438  VERT ORDER  -  SECOND    CLASS 0
 GA0438
 GA0438.The horizontal coordinates were scaled from a topographic map and have
 GA0438.an estimated accuracy of +/- 6 seconds.
 GA0438
 GA0438.The orthometric height was determined by differential leveling
 GA0438.and adjusted by the National Geodetic Survey in June 1991..
 GA0438
 GA0438.The geoid height was determined by GEOID03.
 GA0438
 GA0438.The dynamic height is computed by dividing the NAVD 88
 GA0438.geopotential number by the normal gravity value computed on the
 GA0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0438.degrees latitude (g = 980.6199 gals.).
 GA0438
 GA0438.The modeled gravity was interpolated from observed gravity values.
 GA0438
 GA0438;                    North         East    Units  Estimated Accuracy
 GA0438;SPC TN       -   228,820.      957,050.      MT  (+/- 180 meters Scaled)
 GA0438
 GA0438                          SUPERSEDED SURVEY CONTROL
 GA0438
 GA0438  NGVD 29 (??/??/92)  553.369  (m)         1815.51   (f) ADJ UNCH    2 0
 GA0438
 GA0438.Superseded values are not recommended for survey control.
 GA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0438.See file dsdata.txt to determine how the superseded data were derived.
 GA0438
 GA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA082210(NAD 83)
 GA0438_MARKER: DB = BENCH MARK DISK
 GA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0438_STAMPING: B 104 1935
 GA0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0438+STABILITY: SURFACE MOTION
 GA0438
 GA0438  HISTORY     - Date     Condition        Report By
 GA0438  HISTORY     - 1935     MONUMENTED       CGS
 GA0438
 GA0438                          STATION DESCRIPTION
 GA0438
 GA0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0438'1.2 MI SW FROM BUTLER.
 GA0438'IN CARTER COUNTY, 1.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GA0438'FROM THE STATION AT BUTLER, JOHNSON COUNTY, 0.3 MILE SOUTHWEST
 GA0438'OF THE BRIDGE OVER WATAUGA RIVER, 72 FEET SOUTHWEST OF BRIDGE
 GA0438'POST 109.1 T, AT THE HARRIS MC CAIN SIGNBOARD, 19 FEET SOUTHEAST
 GA0438'OF THE SOUTHEAST RAIL, AND 1 FOOT HIGHER THAN THE TRACK.  A
 GA0438'STANDARD DISK, STAMPED B 104 1935 AND SET IN THE TOP OF A
 GA0438'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0823 ***********************************************************************
 GA0823  DESIGNATION -  B 106
 GA0823  PID         -  GA0823
 GA0823  STATE/COUNTY-  TN/GREENE
 GA0823  USGS QUAD   -  BAILEYTON (1971)
 GA0823
 GA0823                         *CURRENT SURVEY CONTROL
 GA0823  ___________________________________________________________________
 GA0823* NAD 83(1986)-  36 15 00.     (N)    082 46 01.     (W)     SCALED    
 GA0823* NAVD 88     -       489.738  (meters)    1606.75   (feet)  ADJUSTED  
 GA0823  ___________________________________________________________________
 GA0823  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0823  DYNAMIC HT  -         489.278 (meters)    1605.24  (feet)  COMP
 GA0823  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 GA0823
 GA0823  VERT ORDER  -  SECOND    CLASS 0
 GA0823
 GA0823.The horizontal coordinates were scaled from a topographic map and have
 GA0823.an estimated accuracy of +/- 6 seconds.
 GA0823
 GA0823.The orthometric height was determined by differential leveling
 GA0823.and adjusted by the National Geodetic Survey in June 1991..
 GA0823
 GA0823.The geoid height was determined by GEOID03.
 GA0823
 GA0823.The dynamic height is computed by dividing the NAVD 88
 GA0823.geopotential number by the normal gravity value computed on the
 GA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0823.degrees latitude (g = 980.6199 gals.).
 GA0823
 GA0823.The modeled gravity was interpolated from observed gravity values.
 GA0823
 GA0823;                    North         East    Units  Estimated Accuracy
 GA0823;SPC TN       -   217,450.      890,520.      MT  (+/- 180 meters Scaled)
 GA0823
 GA0823                          SUPERSEDED SURVEY CONTROL
 GA0823
 GA0823  NGVD 29 (??/??/92)  489.872  (m)         1607.19   (f) ADJ UNCH    2 0
 GA0823
 GA0823.Superseded values are not recommended for survey control.
 GA0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0823.See file dsdata.txt to determine how the superseded data were derived.
 GA0823
 GA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA412131(NAD 83)
 GA0823_MARKER: DB = BENCH MARK DISK
 GA0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0823_STAMPING: B 106 1935
 GA0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0823+STABILITY: SURFACE MOTION
 GA0823
 GA0823  HISTORY     - Date     Condition        Report By
 GA0823  HISTORY     - 1935     MONUMENTED       CGS
 GA0823
 GA0823                          STATION DESCRIPTION
 GA0823
 GA0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0823'7.4 MI NE FROM GREENEVILLE.
 GA0823'7.4 MILES NE ALONG STATE HIGHWAY 93 FROM THE SOUTHERN RAILWAY
 GA0823'STATION AT GREENEVILLE, GREENE COUNTY, AT THE C. BROWN RESIDENCE,
 GA0823'55 YARDS NE OF THE ENTRANCE, 13 YARDS SE OF THE CENTERLINE OF
 GA0823'THE HIGHWAY, 4 FEET SW OF A GARAGE, 4 FEET NW OF A FENCELINE,
 GA0823'AND 2 FEET HIGHER THAN THE HIGHWAY.  LOCATED IN PASTURE AND
 GA0823'IN OLD ABANDONED RAOD 115.5 FEET NORTH NORTHEAST OF NORTH
 GA0823'CORNER OF A 1 STORY WHITE HOUSE ON TOP OF A HILL.  73.7 FEET NORTH
 GA0823'NORTHWEST OF NORTHWEST CORNER OF NEW SMOKE HOUSE, 57 FEET
 GA0823'NORTHEAST OF NAIL AND BOTTLE CAP IN POWER POLE, 31 FEET SOUTHWEST
 GA0823'OF NAIL AND BOTTLE CAP IN FENCE POST IN WEST CORNER OF GARDEN AND
 GA0823'1.2 FEET SOUTH SOUTHEAST OF A STEEL WITNESS POST.  A STANDARD
 GA0823'DISK, STAMPED B 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0863 ***********************************************************************
 GA0863  DESIGNATION -  B 107
 GA0863  PID         -  GA0863
 GA0863  STATE/COUNTY-  TN/GREENE
 GA0863  USGS QUAD   -  MC CLOUD (1961)
 GA0863
 GA0863                         *CURRENT SURVEY CONTROL
 GA0863  ___________________________________________________________________
 GA0863* NAD 83(1986)-  36 17 40.     (N)    082 53 47.     (W)     SCALED    
 GA0863* NAVD 88     -       359.911  (meters)    1180.81   (feet)  ADJUSTED  
 GA0863  ___________________________________________________________________
 GA0863  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0863  DYNAMIC HT  -         359.578 (meters)    1179.72  (feet)  COMP
 GA0863  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 GA0863
 GA0863  VERT ORDER  -  SECOND    CLASS 0
 GA0863
 GA0863.The horizontal coordinates were scaled from a topographic map and have
 GA0863.an estimated accuracy of +/- 6 seconds.
 GA0863
 GA0863.The orthometric height was determined by differential leveling
 GA0863.and adjusted by the National Geodetic Survey in June 1991..
 GA0863
 GA0863.The geoid height was determined by GEOID03.
 GA0863
 GA0863.The dynamic height is computed by dividing the NAVD 88
 GA0863.geopotential number by the normal gravity value computed on the
 GA0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0863.degrees latitude (g = 980.6199 gals.).
 GA0863
 GA0863.The modeled gravity was interpolated from observed gravity values.
 GA0863
 GA0863;                    North         East    Units  Estimated Accuracy
 GA0863;SPC TN       -   222,010.      878,740.      MT  (+/- 180 meters Scaled)
 GA0863
 GA0863                          SUPERSEDED SURVEY CONTROL
 GA0863
 GA0863  NGVD 29 (??/??/92)  360.058  (m)         1181.29   (f) ADJ UNCH    2 0
 GA0863
 GA0863.Superseded values are not recommended for survey control.
 GA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0863.See file dsdata.txt to determine how the superseded data were derived.
 GA0863
 GA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA297182(NAD 83)
 GA0863_MARKER: DB = BENCH MARK DISK
 GA0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0863_STAMPING: B 107 1935
 GA0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0863+STABILITY: SURFACE MOTION
 GA0863
 GA0863  HISTORY     - Date     Condition        Report By
 GA0863  HISTORY     - 1935     MONUMENTED       CGS
 GA0863  HISTORY     - 1961     GOOD             NGS
 GA0863  HISTORY     - 1972     GOOD             NGS
 GA0863  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA0863
 GA0863                          STATION DESCRIPTION
 GA0863
 GA0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0863'4.5 MI SW FROM BAILEYTON.
 GA0863'2.4 MILES EAST ALONG THE BAILEYTON ROAD FROM THE JUNCTION OF
 GA0863'STATE HIGHWAY 70 AT ROMEO, GREENE COUNTY, AT THE JUNCTION OF
 GA0863'A ROAD LEADING NORTH, 65 YARDS SOUTHWEST OF THE O.E. BROWN
 GA0863'RESIDENCE, 41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 25
 GA0863'FEET WEST OF THE ROAD LEADING NORTH, AND 3 FEET HIGHER THAN
 GA0863'THE ROAD.  A STANDARD DISK, STAMPED B 107 1935 AND SET
 GA0863'IN THE TOP OF A CONCRETE POST.
 GA0863
 GA0863                          STATION RECOVERY (1972)
 GA0863
 GA0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA0863'RECOVERED IN GOOD CONDITION.
 GA0863
 GA0863                          STATION RECOVERY (1980)
 GA0863
 GA0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0981 ***********************************************************************
 GA0981  DESIGNATION -  B 108
 GA0981  PID         -  GA0981
 GA0981  STATE/COUNTY-  TN/GREENE
 GA0981  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0981
 GA0981                         *CURRENT SURVEY CONTROL
 GA0981  ___________________________________________________________________
 GA0981* NAD 83(1986)-  36 18 21.     (N)    082 41 25.     (W)     SCALED    
 GA0981* NAVD 88     -       546.788  (meters)    1793.92   (feet)  ADJUSTED  
 GA0981  ___________________________________________________________________
 GA0981  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0981  DYNAMIC HT  -         546.267 (meters)    1792.21  (feet)  COMP
 GA0981  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 GA0981
 GA0981  VERT ORDER  -  SECOND    CLASS 0
 GA0981
 GA0981.The horizontal coordinates were scaled from a topographic map and have
 GA0981.an estimated accuracy of +/- 6 seconds.
 GA0981
 GA0981.The orthometric height was determined by differential leveling
 GA0981.and adjusted by the National Geodetic Survey in June 1991..
 GA0981
 GA0981.The geoid height was determined by GEOID03.
 GA0981
 GA0981.The dynamic height is computed by dividing the NAVD 88
 GA0981.geopotential number by the normal gravity value computed on the
 GA0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0981.degrees latitude (g = 980.6199 gals.).
 GA0981
 GA0981.The modeled gravity was interpolated from observed gravity values.
 GA0981
 GA0981;                    North         East    Units  Estimated Accuracy
 GA0981;SPC TN       -   223,880.      897,200.      MT  (+/- 180 meters Scaled)
 GA0981
 GA0981                          SUPERSEDED SURVEY CONTROL
 GA0981
 GA0981  NGVD 29 (??/??/92)  546.924  (m)         1794.37   (f) ADJ UNCH    2 0
 GA0981
 GA0981.Superseded values are not recommended for survey control.
 GA0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0981.See file dsdata.txt to determine how the superseded data were derived.
 GA0981
 GA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA482191(NAD 83)
 GA0981_MARKER: DB = BENCH MARK DISK
 GA0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0981_STAMPING: B 108 1935
 GA0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0981+STABILITY: SURFACE MOTION
 GA0981
 GA0981  HISTORY     - Date     Condition        Report By
 GA0981  HISTORY     - 1935     MONUMENTED       CGS
 GA0981
 GA0981                          STATION DESCRIPTION
 GA0981
 GA0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0981'3.4 MI N FROM JOCKEY.
 GA0981'3.4 MILES NORTH ALONG THE JEAROLDSTOWN ROAD FROM A CHURCH
 GA0981'AT JOCKEY, GREENE COUNTY, 55 YARDS NORTHWEST OF THE JUNCTION
 GA0981'OF A ROAD LEADING NORTHEAST, AT SUPERIOR SCHOOL, 45 FEET
 GA0981'NORTHEAST OF THE CENTERLINE OF THE ROAD, 60 FEET SOUTHWEST
 GA0981'OF THE WEST FACE OF THE SCHOOL, 25 YARDS SOUTHEAST OF A
 GA0981'SOUTHWEST FENCE CORNER, 10 FEET SOUTHEAST OF A 36-INCH OAK TREE,
 GA0981'17 FEET NORTHWEST OF THE CENTERLINE OF A WALK, AND 7 FEET HIGHER
 GA0981'THAN THE ROAD.  A STANDARD DISK, STAMPED B 108 1935 AND SET
 GA0981'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0286 ***********************************************************************
 GA0286  DESIGNATION -  B 109
 GA0286  PID         -  GA0286
 GA0286  STATE/COUNTY-  TN/SULLIVAN
 GA0286  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0286
 GA0286                         *CURRENT SURVEY CONTROL
 GA0286  ___________________________________________________________________
 GA0286* NAD 83(1986)-  36 31 13.     (N)    082 24 58.     (W)     SCALED    
 GA0286* NAVD 88     -       534.214  (meters)    1752.67   (feet)  ADJUSTED  
 GA0286  ___________________________________________________________________
 GA0286  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0286  DYNAMIC HT  -         533.723 (meters)    1751.06  (feet)  COMP
 GA0286  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 GA0286
 GA0286  VERT ORDER  -  SECOND    CLASS 0
 GA0286
 GA0286.The horizontal coordinates were scaled from a topographic map and have
 GA0286.an estimated accuracy of +/- 6 seconds.
 GA0286
 GA0286.The orthometric height was determined by differential leveling
 GA0286.and adjusted by the National Geodetic Survey in June 1991..
 GA0286
 GA0286.The geoid height was determined by GEOID03.
 GA0286
 GA0286.The dynamic height is computed by dividing the NAVD 88
 GA0286.geopotential number by the normal gravity value computed on the
 GA0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0286.degrees latitude (g = 980.6199 gals.).
 GA0286
 GA0286.The modeled gravity was interpolated from observed gravity values.
 GA0286
 GA0286;                    North         East    Units  Estimated Accuracy
 GA0286;SPC TN       -   248,520.      920,940.      MT  (+/- 180 meters Scaled)
 GA0286
 GA0286                          SUPERSEDED SURVEY CONTROL
 GA0286
 GA0286  NGVD 29 (??/??/92)  534.348  (m)         1753.11   (f) ADJ UNCH    2 0
 GA0286
 GA0286.Superseded values are not recommended for survey control.
 GA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0286.See file dsdata.txt to determine how the superseded data were derived.
 GA0286
 GA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA732425(NAD 83)
 GA0286_MARKER: DB = BENCH MARK DISK
 GA0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0286_STAMPING: B 109 1935
 GA0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0286+STABILITY: SURFACE MOTION
 GA0286
 GA0286  HISTORY     - Date     Condition        Report By
 GA0286  HISTORY     - 1935     MONUMENTED       CGS
 GA0286
 GA0286                          STATION DESCRIPTION
 GA0286
 GA0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0286'2.3 MI S FROM INDIAN SPRINGS.
 GA0286'2.3 MILES SOUTH ALONG THE HOLSTON ROAD FROM THE POST OFFICE AT
 GA0286'INDIAN SPRINGS, SULLIVAN COUNTY, 95 YARDS SOUTH OF THE E.S. ROGERS
 GA0286'FARMHOUSE, 100 FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 12
 GA0286'FEET WEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.
 GA0286'A STANDARD DISK, STAMPED B 109 1935 AND SET IN THE TOP OF A
 GA0286'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0157 ***********************************************************************
 FC0157  DESIGNATION -  B 11
 FC0157  PID         -  FC0157
 FC0157  STATE/COUNTY-  TN/BLOUNT
 FC0157  USGS QUAD   -  TALLASSEE (1985)
 FC0157
 FC0157                         *CURRENT SURVEY CONTROL
 FC0157  ___________________________________________________________________
 FC0157* NAD 83(1986)-  35 33 24.     (N)    084 00 44.     (W)     SCALED    
 FC0157* NAVD 88     -       257.444  (meters)     844.63   (feet)  ADJUSTED  
 FC0157  ___________________________________________________________________
 FC0157  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC0157  DYNAMIC HT  -         257.195 (meters)     843.81  (feet)  COMP
 FC0157  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 FC0157
 FC0157  VERT ORDER  -  FIRST     CLASS II
 FC0157
 FC0157.The horizontal coordinates were scaled from a topographic map and have
 FC0157.an estimated accuracy of +/- 6 seconds.
 FC0157
 FC0157.The orthometric height was determined by differential leveling
 FC0157.and adjusted by the National Geodetic Survey in June 1991..
 FC0157
 FC0157.The geoid height was determined by GEOID03.
 FC0157
 FC0157.The dynamic height is computed by dividing the NAVD 88
 FC0157.geopotential number by the normal gravity value computed on the
 FC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0157.degrees latitude (g = 980.6199 gals.).
 FC0157
 FC0157.The modeled gravity was interpolated from observed gravity values.
 FC0157
 FC0157;                    North         East    Units  Estimated Accuracy
 FC0157;SPC TN       -   137,560.      780,200.      MT  (+/- 180 meters Scaled)
 FC0157
 FC0157                          SUPERSEDED SURVEY CONTROL
 FC0157
 FC0157  NGVD 29 (??/??/92)  257.562  (m)          845.02   (f) ADJ UNCH    1 2
 FC0157
 FC0157.Superseded values are not recommended for survey control.
 FC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0157.See file dsdata.txt to determine how the superseded data were derived.
 FC0157
 FC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE708388(NAD 83)
 FC0157_MARKER: DB = BENCH MARK DISK
 FC0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0157_SP_SET: FOOTING
 FC0157_STAMPING: 845.212 B 11 1932
 FC0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0157
 FC0157  HISTORY     - Date     Condition        Report By
 FC0157  HISTORY     - 1932     MONUMENTED       CGS
 FC0157  HISTORY     - 1943     GOOD             NGS
 FC0157  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC0157
 FC0157                          STATION DESCRIPTION
 FC0157
 FC0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC0157'AT CHILHOWEE.
 FC0157'AT CHILHOWEE, ABOUT 600 FEET SOUTHEAST OF STATE HIGHWAY 72
 FC0157'FOLLOWING THE ALUMINUM CO. OF AMERICA TRANSMISSION LINE, AT
 FC0157'THE NORTHEAST TOWER (ALUMINUM CO. NO. 94) OF TWO POWER-LINE
 FC0157'TOWERS, AND IN THE NORTH CORNER OF THE NORTH FOOTING.  A STANDARD
 FC0157'DISK, STAMPED 845.212 B 11 1932.
 FC0157
 FC0157                          STATION RECOVERY (1983)
 FC0157
 FC0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0183 ***********************************************************************
 GA0183  DESIGNATION -  B 110
 GA0183  PID         -  GA0183
 GA0183  STATE/COUNTY-  TN/SULLIVAN
 GA0183  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0183
 GA0183                         *CURRENT SURVEY CONTROL
 GA0183  ___________________________________________________________________
 GA0183* NAD 83(1986)-  36 34 36.     (N)    082 02 18.     (W)     SCALED    
 GA0183* NAVD 88     -       491.004  (meters)    1610.90   (feet)  ADJUSTED  
 GA0183  ___________________________________________________________________
 GA0183  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0183  DYNAMIC HT  -         490.549 (meters)    1609.41  (feet)  COMP
 GA0183  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA0183
 GA0183  VERT ORDER  -  SECOND    CLASS 0
 GA0183
 GA0183.The horizontal coordinates were scaled from a topographic map and have
 GA0183.an estimated accuracy of +/- 6 seconds.
 GA0183
 GA0183.The orthometric height was determined by differential leveling
 GA0183.and adjusted by the National Geodetic Survey in June 1991..
 GA0183
 GA0183.The geoid height was determined by GEOID03.
 GA0183
 GA0183.The dynamic height is computed by dividing the NAVD 88
 GA0183.geopotential number by the normal gravity value computed on the
 GA0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0183.degrees latitude (g = 980.6199 gals.).
 GA0183
 GA0183.The modeled gravity was interpolated from observed gravity values.
 GA0183
 GA0183;                    North         East    Units  Estimated Accuracy
 GA0183;SPC TN       -   256,080.      954,490.      MT  (+/- 180 meters Scaled)
 GA0183
 GA0183                          SUPERSEDED SURVEY CONTROL
 GA0183
 GA0183  NGVD 29 (??/??/92)  491.116  (m)         1611.27   (f) ADJ UNCH    2 0
 GA0183
 GA0183.Superseded values are not recommended for survey control.
 GA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0183.See file dsdata.txt to determine how the superseded data were derived.
 GA0183
 GA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA071484(NAD 83)
 GA0183_MARKER: DB = BENCH MARK DISK
 GA0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0183_STAMPING: B 110 1935
 GA0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0183+STABILITY: SURFACE MOTION
 GA0183
 GA0183  HISTORY     - Date     Condition        Report By
 GA0183  HISTORY     - 1935     MONUMENTED       CGS
 GA0183
 GA0183                          STATION DESCRIPTION
 GA0183
 GA0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0183'2.6 MI NE FROM HOLSTON VALLEY.
 GA0183'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GA0183'AT HOLSTON VALLEY, SULLIVAN COUNTY, 140 YARDS NORTHWEST OF THE
 GA0183'STEEL BRIDGE OVER SOUTH FORK HOLSTON RIVER, 65 YARDS NORTHWEST OF
 GA0183'THE ENTRANCE TO THE S.M. RUTHERFORD RESIDENCE, 23 FEET NORTHEAST
 GA0183'OF THE CENTERLINE OF THE HIGHWAY, AND 1-1/2 FEET LOWER THAN THE
 GA0183'HIGHWAY.  A STANDARD DISK, STAMPED B 110 1935 AND SET IN THE TOP OF
 GA0183'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1016 ***********************************************************************
 FZ1016  DESIGNATION -  B 111
 FZ1016  PID         -  FZ1016
 FZ1016  STATE/COUNTY-  TN/JOHNSON
 FZ1016  USGS QUAD   -  ELK MILLS (1994)
 FZ1016
 FZ1016                         *CURRENT SURVEY CONTROL
 FZ1016  ___________________________________________________________________
 FZ1016* NAD 83(1986)-  36 21 42.     (N)    081 57 49.     (W)     SCALED    
 FZ1016* NAVD 88     -       578.867  (meters)    1899.17   (feet)  ADJUSTED  
 FZ1016  ___________________________________________________________________
 FZ1016  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FZ1016  DYNAMIC HT  -         578.287 (meters)    1897.26  (feet)  COMP
 FZ1016  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 FZ1016
 FZ1016  VERT ORDER  -  SECOND    CLASS 0
 FZ1016
 FZ1016.The horizontal coordinates were scaled from a topographic map and have
 FZ1016.an estimated accuracy of +/- 6 seconds.
 FZ1016
 FZ1016.The orthometric height was determined by differential leveling
 FZ1016.and adjusted by the National Geodetic Survey in June 1991..
 FZ1016
 FZ1016.The geoid height was determined by GEOID03.
 FZ1016
 FZ1016.The dynamic height is computed by dividing the NAVD 88
 FZ1016.geopotential number by the normal gravity value computed on the
 FZ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1016.degrees latitude (g = 980.6199 gals.).
 FZ1016
 FZ1016.The modeled gravity was interpolated from observed gravity values.
 FZ1016
 FZ1016;                    North         East    Units  Estimated Accuracy
 FZ1016;SPC TN       -   232,520.      962,160.      MT  (+/- 180 meters Scaled)
 FZ1016
 FZ1016                          SUPERSEDED SURVEY CONTROL
 FZ1016
 FZ1016  NGVD 29 (??/??/92)  578.961  (m)         1899.47   (f) ADJ UNCH    2 0
 FZ1016
 FZ1016.Superseded values are not recommended for survey control.
 FZ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1016.See file dsdata.txt to determine how the superseded data were derived.
 FZ1016
 FZ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA135244(NAD 83)
 FZ1016_MARKER: DB = BENCH MARK DISK
 FZ1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1016_STAMPING: B 111 1935
 FZ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1016+STABILITY: SURFACE MOTION
 FZ1016
 FZ1016  HISTORY     - Date     Condition        Report By
 FZ1016  HISTORY     - 1935     MONUMENTED       CGS
 FZ1016
 FZ1016                          STATION DESCRIPTION
 FZ1016
 FZ1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1016'1.8 MI SW FROM DOE STATION.
 FZ1016'1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM DOE STATION,
 FZ1016'JOHNSON COUNTY, 33 FEET NORTHWEST OF MILEPOST 113, 500 FEET
 FZ1016'SOUTHWEST OF A ONE-STORY FARMHOUSE, 500 FEET NORTHEAST OF A
 FZ1016'STOCK GAP AND A COUNTY-ROAD CROSSING, 425 FEET NORTHWEST OF A
 FZ1016'BARN ON A HILLTOP, 130 FEET NORTHEAST OF A RAILROAD-CROSSING
 FZ1016'SIGN, 40.6 FEET NORTHWEST OF POWERLINE POLE 71, 11 FEET SOUTHWEST
 FZ1016'OF A POLE, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 FZ1016'STAMPED B 111 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FZ1016'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0469 ***********************************************************************
 GA0469  DESIGNATION -  B 112
 GA0469  PID         -  GA0469
 GA0469  STATE/COUNTY-  TN/CARTER
 GA0469  USGS QUAD   -  JOHNSON CITY (1968)
 GA0469
 GA0469                         *CURRENT SURVEY CONTROL
 GA0469  ___________________________________________________________________
 GA0469* NAD 83(1986)-  36 21 44.     (N)    082 16 55.     (W)     SCALED    
 GA0469* NAVD 88     -       485.050  (meters)    1591.37   (feet)  ADJUSTED  
 GA0469  ___________________________________________________________________
 GA0469  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0469  DYNAMIC HT  -         484.594 (meters)    1589.87  (feet)  COMP
 GA0469  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 GA0469
 GA0469  VERT ORDER  -  SECOND    CLASS 0
 GA0469
 GA0469.The horizontal coordinates were scaled from a topographic map and have
 GA0469.an estimated accuracy of +/- 6 seconds.
 GA0469
 GA0469.The orthometric height was determined by differential leveling
 GA0469.and adjusted by the National Geodetic Survey in June 1991..
 GA0469
 GA0469.The geoid height was determined by GEOID03.
 GA0469
 GA0469.The dynamic height is computed by dividing the NAVD 88
 GA0469.geopotential number by the normal gravity value computed on the
 GA0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0469.degrees latitude (g = 980.6199 gals.).
 GA0469
 GA0469.The modeled gravity was interpolated from observed gravity values.
 GA0469
 GA0469;                    North         East    Units  Estimated Accuracy
 GA0469;SPC TN       -   231,450.      933,610.      MT  (+/- 180 meters Scaled)
 GA0469
 GA0469                          SUPERSEDED SURVEY CONTROL
 GA0469
 GA0469  NGVD 29 (??/??/92)  485.197  (m)         1591.85   (f) ADJ UNCH    2 0
 GA0469
 GA0469.Superseded values are not recommended for survey control.
 GA0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0469.See file dsdata.txt to determine how the superseded data were derived.
 GA0469
 GA0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA849248(NAD 83)
 GA0469_MARKER: DB = BENCH MARK DISK
 GA0469_SETTING: 80 = SET IN A BOULDER
 GA0469_STAMPING: B 112 1935
 GA0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0469+STABILITY: SURFACE MOTION
 GA0469
 GA0469  HISTORY     - Date     Condition        Report By
 GA0469  HISTORY     - 1935     MONUMENTED       CGS
 GA0469
 GA0469                          STATION DESCRIPTION
 GA0469
 GA0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0469'1 MI S FROM WATAUGA.
 GA0469'1.0 MILE SOUTH ALONG THE ELIZABETHTON HIGHWAY FROM THE SOUTHERN
 GA0469'RAILWAY STATION AT WATAUGA, CARTER COUNTY, 27 FEET EAST OF THE
 GA0469'CENTERLINE OF THE HIGHWAY, AT A GRAVEL PIT, IN THE WEST FACE OF A
 GA0469'LIMESTONE BOULDER, 2 FEET HIGHER THAN THE HIGHWAY, AND 2 INCHES
 GA0469'ABOVE THE GROUND.  A STANDARD DISK, STAMPED B 112 1935 AND SET
 GA0469'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0964 ***********************************************************************
 GA0964  DESIGNATION -  B 113
 GA0964  PID         -  GA0964
 GA0964  STATE/COUNTY-  TN/WASHINGTON
 GA0964  USGS QUAD   -  TELFORD (1971)
 GA0964
 GA0964                         *CURRENT SURVEY CONTROL
 GA0964  ___________________________________________________________________
 GA0964* NAD 83(1986)-  36 14 16.     (N)    082 33 23.     (W)     SCALED    
 GA0964* NAVD 88     -       487.277  (meters)    1598.67   (feet)  POSTED    
 GA0964  ___________________________________________________________________
 GA0964  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0964  DYNAMIC HT  -         486.810 (meters)    1597.14  (feet)  COMP
 GA0964  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 GA0964
 GA0964  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0964
 GA0964.The horizontal coordinates were scaled from a topographic map and have
 GA0964.an estimated accuracy of +/- 6 seconds.
 GA0964
 GA0964.The orthometric height was determined by differential leveling
 GA0964.and adjusted by the National Geodetic Survey in 1992..
 GA0964.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0964.rate of 0.0 thru 1.0 mm/km.
 GA0964
 GA0964.The geoid height was determined by GEOID03.
 GA0964
 GA0964.The dynamic height is computed by dividing the NAVD 88
 GA0964.geopotential number by the normal gravity value computed on the
 GA0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0964.degrees latitude (g = 980.6199 gals.).
 GA0964
 GA0964.The modeled gravity was interpolated from observed gravity values.
 GA0964
 GA0964;                    North         East    Units  Estimated Accuracy
 GA0964;SPC TN       -   216,740.      909,480.      MT  (+/- 180 meters Scaled)
 GA0964
 GA0964                          SUPERSEDED SURVEY CONTROL
 GA0964
 GA0964  NGVD 29 (??/??/92)  487.421  (m)         1599.15   (f) ADJ UNCH    2 0
 GA0964
 GA0964.Superseded values are not recommended for survey control.
 GA0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0964.See file dsdata.txt to determine how the superseded data were derived.
 GA0964
 GA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA601114(NAD 83)
 GA0964_MARKER: DB = BENCH MARK DISK
 GA0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0964_STAMPING: B 113 1935
 GA0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0964+STABILITY: SURFACE MOTION
 GA0964
 GA0964  HISTORY     - Date     Condition        Report By
 GA0964  HISTORY     - 1935     MONUMENTED       CGS
 GA0964  HISTORY     - 1955     GOOD             TVA
 GA0964
 GA0964                          STATION DESCRIPTION
 GA0964
 GA0964'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1955
 GA0964'1.1 MI SW FROM TELFORD.
 GA0964'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0964'AT TELFORD, WASHINGTON COUNTY, AT THE JUNCTION OF A T-ROAD
 GA0964'LEADING EAST, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0964'18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT THE C.J. GREENWAY
 GA0964'RESIDENCE, 45 FEET WEST OF THE HOUSE, 8.8 FEET SOUTH OF A NORTHWEST
 GA0964'FENCE CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GA0964'STAMPED B 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0964'NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1912 ***********************************************************************
 GA1912  DESIGNATION -  B 114
 GA1912  PID         -  GA1912
 GA1912  STATE/COUNTY-  TN/GREENE
 GA1912  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1912
 GA1912                         *CURRENT SURVEY CONTROL
 GA1912  ___________________________________________________________________
 GA1912* NAD 83(1986)-  36 07 04.     (N)    083 04 55.     (W)     SCALED    
 GA1912* NAVD 88     -       335.893  (meters)    1102.01   (feet)  ADJUSTED  
 GA1912  ___________________________________________________________________
 GA1912  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1912  DYNAMIC HT  -         335.579 (meters)    1100.98  (feet)  COMP
 GA1912  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA1912
 GA1912  VERT ORDER  -  SECOND    CLASS 0
 GA1912
 GA1912.The horizontal coordinates were scaled from a topographic map and have
 GA1912.an estimated accuracy of +/- 6 seconds.
 GA1912
 GA1912.The orthometric height was determined by differential leveling
 GA1912.and adjusted by the National Geodetic Survey in June 1991..
 GA1912
 GA1912.The geoid height was determined by GEOID03.
 GA1912
 GA1912.The dynamic height is computed by dividing the NAVD 88
 GA1912.geopotential number by the normal gravity value computed on the
 GA1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1912.degrees latitude (g = 980.6199 gals.).
 GA1912
 GA1912.The modeled gravity was interpolated from observed gravity values.
 GA1912
 GA1912;                    North         East    Units  Estimated Accuracy
 GA1912;SPC TN       -   201,900.      862,660.      MT  (+/- 180 meters Scaled)
 GA1912
 GA1912                          SUPERSEDED SURVEY CONTROL
 GA1912
 GA1912  NGVD 29 (??/??/92)  336.047  (m)         1102.51   (f) ADJ UNCH    2 0
 GA1912
 GA1912.Superseded values are not recommended for survey control.
 GA1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1912.See file dsdata.txt to determine how the superseded data were derived.
 GA1912
 GA1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV126990(NAD 83)
 GA1912_MARKER: DB = BENCH MARK DISK
 GA1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1912_STAMPING: B 114 1935
 GA1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1912+STABILITY: SURFACE MOTION
 GA1912
 GA1912  HISTORY     - Date     Condition        Report By
 GA1912  HISTORY     - 1935     MONUMENTED       CGS
 GA1912
 GA1912                          STATION DESCRIPTION
 GA1912
 GA1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1912'1 MI SE FROM WARRENSBURG.
 GA1912'1.0 MILE SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1912'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, 0.1 MILE NORTHWEST
 GA1912'OF THE JUNCTION OF A ROAD LEADING NORTHEAST, 110 YARDS SOUTHEAST
 GA1912'OF THE W.T. MARSHALL RESIDENCE, 16.5 FEET SOUTHWEST OF THE
 GA1912'CENTERLINE OF THE HIGHWAY, 13 FEET NORTHEAST OF THE EAST CORNER
 GA1912'OF A SHED, 1.8 FEET SOUTH OF A FENCE CORNER, AND LEVEL WITH THE
 GA1912'HIGHWAY, 91 FEET SOUTHEAST OF SOUTHEAST CORNER OF BARN, 84 FEET
 GA1912'NORTHWEST OF POWER POLE, AND 1.6 FEET NORTHWEST OF A STEEL
 GA1912'WITNESS POST.  A STANDARD DISK, STAMPED B 114 1935 AND SET IN
 GA1912'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1016 ***********************************************************************
 GA1016  DESIGNATION -  B 115
 GA1016  PID         -  GA1016
 GA1016  STATE/COUNTY-  TN/GREENE
 GA1016  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1016
 GA1016                         *CURRENT SURVEY CONTROL
 GA1016  ___________________________________________________________________
 GA1016* NAD 83(1986)-  36 03 50.     (N)    082 50 26.     (W)     SCALED    
 GA1016* NAVD 88     -       401.927  (meters)    1318.66   (feet)  ADJUSTED  
 GA1016  ___________________________________________________________________
 GA1016  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1016  DYNAMIC HT  -         401.540 (meters)    1317.39  (feet)  COMP
 GA1016  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 GA1016
 GA1016  VERT ORDER  -  SECOND    CLASS 0
 GA1016
 GA1016.The horizontal coordinates were scaled from a topographic map and have
 GA1016.an estimated accuracy of +/- 6 seconds.
 GA1016
 GA1016.The orthometric height was determined by differential leveling
 GA1016.and adjusted by the National Geodetic Survey in June 1991..
 GA1016
 GA1016.The geoid height was determined by GEOID03.
 GA1016
 GA1016.The dynamic height is computed by dividing the NAVD 88
 GA1016.geopotential number by the normal gravity value computed on the
 GA1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1016.degrees latitude (g = 980.6199 gals.).
 GA1016
 GA1016.The modeled gravity was interpolated from observed gravity values.
 GA1016
 GA1016;                    North         East    Units  Estimated Accuracy
 GA1016;SPC TN       -   196,600.      884,580.      MT  (+/- 180 meters Scaled)
 GA1016
 GA1016                          SUPERSEDED SURVEY CONTROL
 GA1016
 GA1016  NGVD 29 (??/??/92)  402.043  (m)         1319.04   (f) ADJ UNCH    2 0
 GA1016
 GA1016.Superseded values are not recommended for survey control.
 GA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1016.See file dsdata.txt to determine how the superseded data were derived.
 GA1016
 GA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV342926(NAD 83)
 GA1016_MARKER: DB = BENCH MARK DISK
 GA1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1016_STAMPING: B 115 1935
 GA1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1016+STABILITY: SURFACE MOTION
 GA1016
 GA1016  HISTORY     - Date     Condition        Report By
 GA1016  HISTORY     - 1935     MONUMENTED       CGS
 GA1016  HISTORY     - 1950     MARK NOT FOUND   TVA
 GA1016
 GA1016                          STATION DESCRIPTION
 GA1016
 GA1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1016'1.7 MI SW FROM DAVY CROCKETT LAKE.
 GA1016'1.7 MILES SOUTHWEST ALONG THE OLD ROUTE OF STATE HIGHWAY 70
 GA1016'FROM THE SOUTH END OF BIRD BRIDGE AT DAVY CROCKETT LAKE, GREENE
 GA1016'COUNTY, AT FLAG BRANCH, 75 YARDS SOUTHWEST OF THE JUNCTION OF A
 GA1016'COUNTY ROAD, AT THE ROY KURKENDALL RESIDENCE, 18 YARDS SOUTHEAST
 GA1016'OF THE SOUTHEAST CORNER OF THE HOUSE, 17 YARDS SOUTHEAST OF THE
 GA1016'CENTERLINE OF THE ROAD, 5 YARDS NORTHEAST OF A 24-INCH LOCUST
 GA1016'TREE, AND 6 INCHES LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA1016'B 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1016
 GA1016                          STATION RECOVERY (1950)
 GA1016
 GA1016'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3237 ***********************************************************************
 GA3237  DESIGNATION -  B 116 RESET
 GA3237  PID         -  GA3237
 GA3237  STATE/COUNTY-  TN/WASHINGTON
 GA3237  USGS QUAD   -  ERWIN (1971)
 GA3237
 GA3237                         *CURRENT SURVEY CONTROL
 GA3237  ___________________________________________________________________
 GA3237* NAD 83(1986)-  36 13 18.     (N)    082 28 09.     (W)     SCALED    
 GA3237* NAVD 88     -       478.44   (meters)    1569.7    (feet)  RESET     
 GA3237  ___________________________________________________________________
 GA3237  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA3237
 GA3237  VERT ORDER  -  THIRD
 GA3237
 GA3237.The horizontal coordinates were scaled from a topographic map and have
 GA3237.an estimated accuracy of +/- 6 seconds.
 GA3237
 GA3237.The orthometric height was computed from unverified reset data.
 GA3237.No vertical observational check was made to the station.
 GA3237
 GA3237.The geoid height was determined by GEOID03.
 GA3237
 GA3237;                    North         East    Units  Estimated Accuracy
 GA3237;SPC TN       -   215,240.      917,380.      MT  (+/- 180 meters Scaled)
 GA3237
 GA3237                          SUPERSEDED SURVEY CONTROL
 GA3237
 GA3237  NGVD 29 (10/12/01)  478.59   (m)         1570.2    (f) RESET       3  
 GA3237
 GA3237.Superseded values are not recommended for survey control.
 GA3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3237.See file dsdata.txt to determine how the superseded data were derived.
 GA3237
 GA3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA679095(NAD 83)
 GA3237_MARKER: DB = BENCH MARK DISK
 GA3237_SETTING: 0 = UNSPECIFIED SETTING
 GA3237_STAMPING: B 116 RESET 1978
 GA3237_MARK LOGO: NGS   
 GA3237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3237
 GA3237  HISTORY     - Date     Condition        Report By
 GA3237  HISTORY     - 1978     MONUMENTED       NGS
 GA3237
 GA3237                          STATION DESCRIPTION
 GA3237
 GA3237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GA3237'4.7 MI NORTH FROM EMBREEVILLE.
 GA3237'4.7 MILES NORTH ALONG STATE HIGHWAY 81 FROM EMBREEVILLE, 1.7 MILES
 GA3237'NORTH OF THE JUNCTION OF HIGHWAY 107, A PRE-CAST ALUMINUM
 GA3237'MONUMENT WITH A MAGNET IN IT, ABOUT 80 FEET NORTHWEST OF THE
 GA3237'CENTERLINE OF HIGHWAY 81, 15 FEET NORTHEAST OF THE CENTERLINE OF A
 GA3237'DRIVEWAY AND 1 FOOT SOUTHEAST OF A POWERLINE GUY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0998 ***********************************************************************
 GA0998  DESIGNATION -  B 117
 GA0998  PID         -  GA0998
 GA0998  STATE/COUNTY-  TN/GREENE
 GA0998  USGS QUAD   -  CHUCKEY (1971)
 GA0998
 GA0998                         *CURRENT SURVEY CONTROL
 GA0998  ___________________________________________________________________
 GA0998* NAD 83(1986)-  36 08 51.     (N)    082 40 35.     (W)     SCALED    
 GA0998* NAVD 88     -       450.154  (meters)    1476.88   (feet)  ADJUSTED  
 GA0998  ___________________________________________________________________
 GA0998  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0998  DYNAMIC HT  -         449.720 (meters)    1475.46  (feet)  COMP
 GA0998  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 GA0998
 GA0998  VERT ORDER  -  SECOND    CLASS 0
 GA0998
 GA0998.The horizontal coordinates were scaled from a topographic map and have
 GA0998.an estimated accuracy of +/- 6 seconds.
 GA0998
 GA0998.The orthometric height was determined by differential leveling
 GA0998.and adjusted by the National Geodetic Survey in June 1991..
 GA0998
 GA0998.The geoid height was determined by GEOID03.
 GA0998
 GA0998.The dynamic height is computed by dividing the NAVD 88
 GA0998.geopotential number by the normal gravity value computed on the
 GA0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0998.degrees latitude (g = 980.6199 gals.).
 GA0998
 GA0998.The modeled gravity was interpolated from observed gravity values.
 GA0998
 GA0998;                    North         East    Units  Estimated Accuracy
 GA0998;SPC TN       -   206,360.      899,040.      MT  (+/- 180 meters Scaled)
 GA0998
 GA0998                          SUPERSEDED SURVEY CONTROL
 GA0998
 GA0998  NGVD 29 (??/??/92)  450.282  (m)         1477.30   (f) ADJ UNCH    2 0
 GA0998
 GA0998.Superseded values are not recommended for survey control.
 GA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0998.See file dsdata.txt to determine how the superseded data were derived.
 GA0998
 GA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA491016(NAD 83)
 GA0998_MARKER: DB = BENCH MARK DISK
 GA0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0998_STAMPING: B 117 1935
 GA0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0998+STABILITY: SURFACE MOTION
 GA0998
 GA0998  HISTORY     - Date     Condition        Report By
 GA0998  HISTORY     - 1935     MONUMENTED       CGS
 GA0998  HISTORY     - 1955     POOR             NGS
 GA0998
 GA0998                          STATION DESCRIPTION
 GA0998
 GA0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0998'5.1 MI S FROM CHUCKEY.
 GA0998'5.1 MILES SOUTH ALONG THE PLEASANT HILL ROAD FROM THE POST
 GA0998'OFFICE AT CHUCKEY, GREENE COUNTY, AT THE JUNCTION OF A DIRT ROAD
 GA0998'LEADING EAST TO STATE HIGHWAY 107, 45 YARDS EAST OF THE GLEN
 GA0998'JAYNES RESIDENCE, 24 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GA0998'14 FEET WEST OF A FENCE CORNER, IN THE NORTHEAST CORNER OF THE
 GA0998'YARD NEAR A HOG LOT, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 GA0998'STAMPED B 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0990 ***********************************************************************
 GA0990  DESIGNATION -  B 118
 GA0990  PID         -  GA0990
 GA0990  STATE/COUNTY-  TN/GREENE
 GA0990  USGS QUAD   -  GREENEVILLE (1961)
 GA0990
 GA0990                         *CURRENT SURVEY CONTROL
 GA0990  ___________________________________________________________________
 GA0990* NAD 83(1986)-  36 08 45.     (N)    082 51 44.     (W)     SCALED    
 GA0990* NAVD 88     -       469.817  (meters)    1541.39   (feet)  ADJUSTED  
 GA0990  ___________________________________________________________________
 GA0990  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0990  DYNAMIC HT  -         469.371 (meters)    1539.93  (feet)  COMP
 GA0990  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 GA0990
 GA0990  VERT ORDER  -  SECOND    CLASS 0
 GA0990
 GA0990.The horizontal coordinates were scaled from a topographic map and have
 GA0990.an estimated accuracy of +/- 6 seconds.
 GA0990
 GA0990.The orthometric height was determined by differential leveling
 GA0990.and adjusted by the National Geodetic Survey in June 1991..
 GA0990
 GA0990.The geoid height was determined by GEOID03.
 GA0990
 GA0990.The dynamic height is computed by dividing the NAVD 88
 GA0990.geopotential number by the normal gravity value computed on the
 GA0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0990.degrees latitude (g = 980.6199 gals.).
 GA0990
 GA0990.The modeled gravity was interpolated from observed gravity values.
 GA0990
 GA0990;                    North         East    Units  Estimated Accuracy
 GA0990;SPC TN       -   205,620.      882,330.      MT  (+/- 180 meters Scaled)
 GA0990
 GA0990                          SUPERSEDED SURVEY CONTROL
 GA0990
 GA0990  NGVD 29 (??/??/92)  469.947  (m)         1541.82   (f) ADJ UNCH    2 0
 GA0990
 GA0990.Superseded values are not recommended for survey control.
 GA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0990.See file dsdata.txt to determine how the superseded data were derived.
 GA0990
 GA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA324017(NAD 83)
 GA0990_MARKER: DB = BENCH MARK DISK
 GA0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0990_STAMPING: B 118 1935
 GA0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0990+STABILITY: SURFACE MOTION
 GA0990
 GA0990  HISTORY     - Date     Condition        Report By
 GA0990  HISTORY     - 1935     MONUMENTED       CGS
 GA0990  HISTORY     - 1950     GOOD             TVA
 GA0990
 GA0990                          STATION DESCRIPTION
 GA0990
 GA0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0990'2.2 MI SW FROM GREENEVILLE.
 GA0990'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0990'AT GREENEVILLE, GREENE COUNTY, 89 YARDS WEST OF THE SOUTHWEST
 GA0990'CORNER OF THE MATT BIRD RESIDENCE, 75 YARDS SOUTHWEST OF A ROAD
 GA0990'LEADING NORTHWEST, 9 YARDS EAST OF THE CENTER LINE OF THE
 GA0990'HIGHWAY, 2 FEET NORTHEAST OF A FENCE LINE, AND 4 FEET HIGHER THAN
 GA0990'THE HIGHWAY.  54 FEET NORTHWEST OF THE WEST CORNER OF CONCRETE
 GA0990'BLOCK GARAGE AND SERVICE STATION, 43.8 FEET SOUTHEAST OF POWER
 GA0990'POLE 24, 23 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 411,
 GA0990'8.7 FEET EAST NORTHEAST OF TELEPHONE POLE AND 1.6 FEET NORTHEAST
 GA0990'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED B 118 1935 AND
 GA0990'SET IN THE TOP OF A CONCRETE POST.
 GA0990
 GA0990                          STATION RECOVERY (1950)
 GA0990
 GA0990'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1927 ***********************************************************************
 GA1927  DESIGNATION -  B 119
 GA1927  PID         -  GA1927
 GA1927  STATE/COUNTY-  TN/GREENE
 GA1927  USGS QUAD   -  MOHAWK (1980)
 GA1927
 GA1927                         *CURRENT SURVEY CONTROL
 GA1927  ___________________________________________________________________
 GA1927* NAD 83(1986)-  36 11 34.     (N)    083 04 04.     (W)     SCALED    
 GA1927* NAVD 88     -       327.351  (meters)    1073.98   (feet)  ADJUSTED  
 GA1927  ___________________________________________________________________
 GA1927  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1927  DYNAMIC HT  -         327.048 (meters)    1072.99  (feet)  COMP
 GA1927  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA1927
 GA1927  VERT ORDER  -  SECOND    CLASS 0
 GA1927
 GA1927.The horizontal coordinates were scaled from a topographic map and have
 GA1927.an estimated accuracy of +/- 6 seconds.
 GA1927
 GA1927.The orthometric height was determined by differential leveling
 GA1927.and adjusted by the National Geodetic Survey in June 1991..
 GA1927
 GA1927.The geoid height was determined by GEOID03.
 GA1927
 GA1927.The dynamic height is computed by dividing the NAVD 88
 GA1927.geopotential number by the normal gravity value computed on the
 GA1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1927.degrees latitude (g = 980.6199 gals.).
 GA1927
 GA1927.The modeled gravity was interpolated from observed gravity values.
 GA1927
 GA1927;                    North         East    Units  Estimated Accuracy
 GA1927;SPC TN       -   210,260.      863,690.      MT  (+/- 180 meters Scaled)
 GA1927
 GA1927                          SUPERSEDED SURVEY CONTROL
 GA1927
 GA1927  NGVD 29 (??/??/92)  327.517  (m)         1074.53   (f) ADJ UNCH    2 0
 GA1927
 GA1927.Superseded values are not recommended for survey control.
 GA1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1927.See file dsdata.txt to determine how the superseded data were derived.
 GA1927
 GA1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA140073(NAD 83)
 GA1927_MARKER: DB = BENCH MARK DISK
 GA1927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1927_SP_SET: BUILDING
 GA1927_STAMPING: B 119 1935
 GA1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1927
 GA1927  HISTORY     - Date     Condition        Report By
 GA1927  HISTORY     - 1935     MONUMENTED       CGS
 GA1927
 GA1927                          STATION DESCRIPTION
 GA1927
 GA1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1927'1.2 MI S FROM MOHAWK.
 GA1927'1.2 MILES SOUTH ALONG THE WARRENSBURG ROAD FROM THE SOUTHERN
 GA1927'RAILWAY STATION AT MOHAWK, AT THE MRS. BESSIE BIBLE RESIDENCE,
 GA1927'90 FEET NORTH OF THE CENTERLINE OF THE ROAD, 84 FEET WEST OF
 GA1927'THE CENTERLINE OF A DRIVEWAY TO THE BARN, 18 FEET EAST OF A
 GA1927'WIRE-FENCE LINE, IN THE SOUTH FACE OF THE HOUSE, 6 INCHES EAST
 GA1927'OF THE WEST CORNER, AND 2 FEET ABOVE THE GROUND.  A STANDARD
 GA1927'DISK, STAMPED B 119 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0410 ***********************************************************************
 GA0410  DESIGNATION -  B 12
 GA0410  PID         -  GA0410
 GA0410  STATE/COUNTY-  TN/CARTER
 GA0410  USGS QUAD   -  IRON MOUNTAIN GAP (1968)
 GA0410
 GA0410                         *CURRENT SURVEY CONTROL
 GA0410  ___________________________________________________________________
 GA0410* NAD 83(1986)-  36 14 21.     (N)    082 09 18.     (W)     SCALED    
 GA0410* NAVD 88     -       693.011  (meters)    2273.65   (feet)  ADJUSTED  
 GA0410  ___________________________________________________________________
 GA0410  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA0410  DYNAMIC HT  -         692.321 (meters)    2271.39  (feet)  COMP
 GA0410  MODELED GRAV-     979,613.3   (mgal)                       NAVD 88
 GA0410
 GA0410  VERT ORDER  -  FIRST     CLASS II
 GA0410
 GA0410.The horizontal coordinates were scaled from a topographic map and have
 GA0410.an estimated accuracy of +/- 6 seconds.
 GA0410
 GA0410.The orthometric height was determined by differential leveling
 GA0410.and adjusted by the National Geodetic Survey in June 1991..
 GA0410
 GA0410.The geoid height was determined by GEOID03.
 GA0410
 GA0410.The dynamic height is computed by dividing the NAVD 88
 GA0410.geopotential number by the normal gravity value computed on the
 GA0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0410.degrees latitude (g = 980.6199 gals.).
 GA0410
 GA0410.The modeled gravity was interpolated from observed gravity values.
 GA0410
 GA0410;                    North         East    Units  Estimated Accuracy
 GA0410;SPC TN       -   218,240.      945,530.      MT  (+/- 180 meters Scaled)
 GA0410
 GA0410                          SUPERSEDED SURVEY CONTROL
 GA0410
 GA0410  NGVD 29 (??/??/92)  693.137  (m)         2274.07   (f) ADJ UNCH    1 2
 GA0410
 GA0410.Superseded values are not recommended for survey control.
 GA0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0410.See file dsdata.txt to determine how the superseded data were derived.
 GA0410
 GA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA962110(NAD 83)
 GA0410_MARKER: DB = BENCH MARK DISK
 GA0410_SETTING: 80 = SET IN A BOULDER
 GA0410_STAMPING: 2274.254 B 12 1933
 GA0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0410+STABILITY: SURFACE MOTION
 GA0410
 GA0410  HISTORY     - Date     Condition        Report By
 GA0410  HISTORY     - 1933     MONUMENTED       CGS
 GA0410
 GA0410                          STATION DESCRIPTION
 GA0410
 GA0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0410'4.6 MI SE FROM HAMPTON.
 GA0410'4.6 MILES SOUTHEAST ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0410'CAROLINA RAILROAD FROM HAMPTON, CARTER COUNTY, 385 YARDS NORTH
 GA0410'OF MILEPOST 19, IN THE TOP OF A BOULDER BETWEEN DOE RIVER AND
 GA0410'THE MAIN TRACK, 5.5 FEET EAST OF THE EAST RAIL, AND 2 FEET HIGHER
 GA0410'THAN THE RAIL.  A STANDARD DISK, STAMPED 2274.254 B 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0698 ***********************************************************************
 GA0698  DESIGNATION -  B 120
 GA0698  PID         -  GA0698
 GA0698  STATE/COUNTY-  TN/GREENE
 GA0698  USGS QUAD   -  GREYSTONE (1978)
 GA0698
 GA0698                         *CURRENT SURVEY CONTROL
 GA0698  ___________________________________________________________________
 GA0698* NAD 83(1986)-  36 07 05.     (N)    082 39 33.     (W)     SCALED    
 GA0698* NAVD 88     -       501.767  (meters)    1646.21   (feet)  ADJUSTED  
 GA0698  ___________________________________________________________________
 GA0698  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA0698  DYNAMIC HT  -         501.280 (meters)    1644.62  (feet)  COMP
 GA0698  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 GA0698
 GA0698  VERT ORDER  -  SECOND    CLASS 0
 GA0698
 GA0698.The horizontal coordinates were scaled from a topographic map and have
 GA0698.an estimated accuracy of +/- 6 seconds.
 GA0698
 GA0698.The orthometric height was determined by differential leveling
 GA0698.and adjusted by the National Geodetic Survey in June 1991..
 GA0698
 GA0698.The geoid height was determined by GEOID03.
 GA0698
 GA0698.The dynamic height is computed by dividing the NAVD 88
 GA0698.geopotential number by the normal gravity value computed on the
 GA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0698.degrees latitude (g = 980.6199 gals.).
 GA0698
 GA0698.The modeled gravity was interpolated from observed gravity values.
 GA0698
 GA0698;                    North         East    Units  Estimated Accuracy
 GA0698;SPC TN       -   203,150.      900,700.      MT  (+/- 180 meters Scaled)
 GA0698
 GA0698                          SUPERSEDED SURVEY CONTROL
 GA0698
 GA0698  NGVD 29 (??/??/92)  501.895  (m)         1646.63   (f) ADJ UNCH    2 0
 GA0698
 GA0698.Superseded values are not recommended for survey control.
 GA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0698.See file dsdata.txt to determine how the superseded data were derived.
 GA0698
 GA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV506983(NAD 83)
 GA0698_MARKER: DB = BENCH MARK DISK
 GA0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0698_STAMPING: B 120 1935
 GA0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0698+STABILITY: SURFACE MOTION
 GA0698
 GA0698  HISTORY     - Date     Condition        Report By
 GA0698  HISTORY     - 1935     MONUMENTED       CGS
 GA0698  HISTORY     - 1955     GOOD             NGS
 GA0698
 GA0698                          STATION DESCRIPTION
 GA0698
 GA0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0698'1.8 MI S FROM PLEASANT HILL.
 GA0698'1.8 MILES SOUTH ALONG THE HORSE CREEK ROAD FROM THE CROSSROADS
 GA0698'AT PLEASANT HILL, GREENE COUNTY, 0.1 MILE SOUTHEAST OF THE JUNCTION
 GA0698'OF A DIRT ROAD LEADING NORTH TO HORSE CREEK SCHOOL, 50 YARDS EAST
 GA0698'OF AN ABANDONED QUARRY, 100 FEET EAST OF THE WEST VERTEX OF A
 GA0698'TRIANGULAR ROAD INTERSECTION AND WITHIN THE TRIANGLE, 26 FEET
 GA0698'SOUTH OF THE CENTERLINE OF THE EAST AND WEST ROAD, AT A FENCE
 GA0698'LINE, AND LEVEL WITH THE ROAD, 200 FEET NORTHWEST OF CENTERLINE
 GA0698'OF JUNCTION OF ROAD, NORTHWEST AND IN WOODS.  46 FEET NORTH OF
 GA0698'CENTERLINE GRAVEL ROAD AND 1 FOOT BELOW ROAD.  POST AND SIGN SET
 GA0698'AT STATION.  A STANDARD DISK STAMPED B 120 1935 AND SET IN THE
 GA0698'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1009 ***********************************************************************
 GA1009  DESIGNATION -  B 121
 GA1009  PID         -  GA1009
 GA1009  STATE/COUNTY-  TN/COCKE
 GA1009  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1009
 GA1009                         *CURRENT SURVEY CONTROL
 GA1009  ___________________________________________________________________
 GA1009* NAD 83(1986)-  36 00 23.     (N)    082 51 16.     (W)     SCALED    
 GA1009* NAVD 88     -       428.14   (+/-2cm)    1404.7    (feet)  VERTCON   
 GA1009  ___________________________________________________________________
 GA1009  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1009
 GA1009  VERT ORDER  -  ? (See Below)
 GA1009
 GA1009.The horizontal coordinates were scaled from a topographic map and have
 GA1009.an estimated accuracy of +/- 6 seconds.
 GA1009
 GA1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1009.The vertical order pertains to the NGVD 29 superseded value.
 GA1009
 GA1009.The geoid height was determined by GEOID03.
 GA1009
 GA1009;                    North         East    Units  Estimated Accuracy
 GA1009;SPC TN       -   190,180.      883,530.      MT  (+/- 180 meters Scaled)
 GA1009
 GA1009                          SUPERSEDED SURVEY CONTROL
 GA1009
 GA1009  NGVD 29 (??/??/92)  428.261  (m)         1405.05   (f) ADJ UNCH    ?  
 GA1009
 GA1009.Superseded values are not recommended for survey control.
 GA1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1009.See file dsdata.txt to determine how the superseded data were derived.
 GA1009
 GA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV328862(NAD 83)
 GA1009_MARKER: DB = BENCH MARK DISK
 GA1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1009+STABILITY: SURFACE MOTION
 GA1009
 GA1009  HISTORY     - Date     Condition        Report By
 GA1009  HISTORY     - UNK      MONUMENTED       CGS
 GA1009  HISTORY     - 1938     GOOD             TVA
 GA1009  HISTORY     - 1950     GOOD             TVA
 GA1009
 GA1009                          STATION DESCRIPTION
 GA1009
 GA1009'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA1009'13.6 MI NE FROM WOLF CREEK.
 GA1009'IN GREENE COUNTY, 13.6 MILES NORTHEAST ALONG THE COVE CREEK ROAD
 GA1009'FROM WOLF CREEK, COCKE COUNTY, 112 FEET NORTHWEST OF A WOODEN
 GA1009'BRIDGE OVER COVE CREEK, ON THE PROPERTY OF MRS. ANNIE CRUM, 89.7
 GA1009'FEET SOUTHWEST OF SOUTHWEST CORNER OF A PORCH OF A 1-STORY WHITE
 GA1009'HOUSE, 110 FEET NORTH OF A LARGE BARN, 39 FEET SOUTHWEST OF
 GA1009'NORTHWEST END OF RETAINING WALL, 25 FEET SOUTHWEST OF COVE CREEK,
 GA1009'24 FEET NORTHEAST OF THE CENTERLINE OF ROAD, 18.3 FEET SOUTHEAST
 GA1009'OF A 12-INCH WALNUT TREE, 12.4 FEET NORTHWEST OF A 10-INCH LOCUST
 GA1009'TREE, 6 FEET SOUTHWEST OF AN OLD ROAD, AND IN A TRIANGULAR PLOT
 GA1009'OF GRASS ENCLOSED BY A WIRE FENCE.  A STANDARD DISK, SET IN THE
 GA1009'TOP OF A CONCRETE POST.
 GA1009
 GA1009                          STATION RECOVERY (1950)
 GA1009
 GA1009'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1274 ***********************************************************************
 FB1274  DESIGNATION -  B 122
 FB1274  PID         -  FB1274
 FB1274  STATE/COUNTY-  TN/COCKE
 FB1274  USGS QUAD   -  NEWPORT (1992)
 FB1274
 FB1274                         *CURRENT SURVEY CONTROL
 FB1274  ___________________________________________________________________
 FB1274* NAD 83(1986)-  35 53 03.     (N)    083 14 31.     (W)     SCALED    
 FB1274* NAVD 88     -       398.02   (+/-2cm)    1305.8    (feet)  VERTCON   
 FB1274  ___________________________________________________________________
 FB1274  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FB1274
 FB1274  VERT ORDER  -  ? (See Below)
 FB1274
 FB1274.The horizontal coordinates were scaled from a topographic map and have
 FB1274.an estimated accuracy of +/- 6 seconds.
 FB1274
 FB1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1274.The vertical order pertains to the NGVD 29 superseded value.
 FB1274
 FB1274.The geoid height was determined by GEOID03.
 FB1274
 FB1274;                    North         East    Units  Estimated Accuracy
 FB1274;SPC TN       -   175,570.      848,990.      MT  (+/- 180 meters Scaled)
 FB1274
 FB1274                          SUPERSEDED SURVEY CONTROL
 FB1274
 FB1274  NGVD 29 (??/??/92)  398.186  (m)         1306.38   (f) ADJ UNCH    ?  
 FB1274
 FB1274.Superseded values are not recommended for survey control.
 FB1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1274.See file dsdata.txt to determine how the superseded data were derived.
 FB1274
 FB1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV976734(NAD 83)
 FB1274_MARKER: DB = BENCH MARK DISK
 FB1274_SETTING: 66 = SET IN ROCK OUTCROP
 FB1274_SP_SET: ROCK OUTCROP
 FB1274_STAMPING: B 122 1935
 FB1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1274+STABILITY: POSITION/ELEVATION WELL
 FB1274
 FB1274  HISTORY     - Date     Condition        Report By
 FB1274  HISTORY     - 1935     MONUMENTED       CGS
 FB1274  HISTORY     - 1949     GOOD             NGS
 FB1274
 FB1274                          STATION DESCRIPTION
 FB1274
 FB1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1274'1 MI NE FROM JENKINS CHURCH.
 FB1274'1.0 MILE NORTHEAST ALONG THE JONES COVE-SARDIS ROAD FROM
 FB1274'JENKINS CHURCH, COCKE COUNTY, ON THE PROPERTY OF B.L. CLICK, 195
 FB1274'FEET NORTH OF THE CLICK WHITE HOUSE, 90 FEET WEST OF AN UNPAINTED
 FB1274'HOUSE, 56 FEET SOUTH OF THE SOUTHWEST CORNER OF A GARDEN FENCE,
 FB1274'18.5 FEET NORTHEAST OF A 14-INCH WALNUT TREE, 24 FEET SOUTHEAST
 FB1274'OF THE ROAD, ON A BANK 8 FEET ABOVE THE ROAD, AND IN THE TOP OF
 FB1274'A ROCK OUTCROP.  A STANDARD DISK, STAMPED B 122 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1326 ***********************************************************************
 FB1326  DESIGNATION -  B 125
 FB1326  PID         -  FB1326
 FB1326  STATE/COUNTY-  TN/COCKE
 FB1326  USGS QUAD   -  WATERVILLE (1968)
 FB1326
 FB1326                         *CURRENT SURVEY CONTROL
 FB1326  ___________________________________________________________________
 FB1326* NAD 83(1986)-  35 50 26.     (N)    083 06 40.     (W)     SCALED    
 FB1326* NAVD 88     -       518.83   (+/-2cm)    1702.2    (feet)  VERTCON   
 FB1326  ___________________________________________________________________
 FB1326  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB1326
 FB1326  VERT ORDER  -  ? (See Below)
 FB1326
 FB1326.The horizontal coordinates were scaled from a topographic map and have
 FB1326.an estimated accuracy of +/- 6 seconds.
 FB1326
 FB1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1326.The vertical order pertains to the NGVD 29 superseded value.
 FB1326
 FB1326.The geoid height was determined by GEOID03.
 FB1326
 FB1326;                    North         East    Units  Estimated Accuracy
 FB1326;SPC TN       -   171,080.      860,950.      MT  (+/- 180 meters Scaled)
 FB1326
 FB1326                          SUPERSEDED SURVEY CONTROL
 FB1326
 FB1326  NGVD 29 (??/??/92)  518.965  (m)         1702.64   (f) ADJ UNCH    ?  
 FB1326
 FB1326.Superseded values are not recommended for survey control.
 FB1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1326.See file dsdata.txt to determine how the superseded data were derived.
 FB1326
 FB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV093683(NAD 83)
 FB1326_MARKER: DB = BENCH MARK DISK
 FB1326_SETTING: 66 = SET IN ROCK OUTCROP
 FB1326_SP_SET: ROCK OUTCROP
 FB1326_STAMPING: B 125 1935
 FB1326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1326+STABILITY: POSITION/ELEVATION WELL
 FB1326
 FB1326  HISTORY     - Date     Condition        Report By
 FB1326  HISTORY     - 1935     MONUMENTED       CGS
 FB1326  HISTORY     - 1949     GOOD             NGS
 FB1326
 FB1326                          STATION DESCRIPTION
 FB1326
 FB1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1326'2.8 MI NE FROM HARTFORD.
 FB1326'2.8 MILES NORTHEAST ALONG THE CRIPPLE CREEK ROAD FROM HARTFORD,
 FB1326'COCKE COUNTY, 500 FEET SOUTHWEST OF THE WILL LEATHERWOOD HOUSE,
 FB1326'AT A LONG CURVE, NEAR THE MIDDLE OF A LARGE CUT, 44.8 FEET NORTH
 FB1326'OF AN 11-INCH POPLAR TREE, 38.5 FEET NORTHWEST OF A 5-INCH
 FB1326'POPLAR TREE, 30 FEET NORTHWEST OF A BRANCH, 5 FEET NORTHWEST OF
 FB1326'THE ROAD, AND IN THE FACE OF A ROCK OUTCROP.  A STANDARD DISK,
 FB1326'STAMPED B 125 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1356 ***********************************************************************
 FB1356  DESIGNATION -  B 126
 FB1356  PID         -  FB1356
 FB1356  STATE/COUNTY-  TN/COCKE
 FB1356  USGS QUAD   -  WATERVILLE (1968)
 FB1356
 FB1356                         *CURRENT SURVEY CONTROL
 FB1356  ___________________________________________________________________
 FB1356* NAD 83(1986)-  35 47 11.     (N)    083 00 04.     (W)     SCALED    
 FB1356* NAVD 88     -       927.38   (+/-2cm)    3042.6    (feet)  VERTCON   
 FB1356  ___________________________________________________________________
 FB1356  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FB1356
 FB1356  VERT ORDER  -  ? (See Below)
 FB1356
 FB1356.The horizontal coordinates were scaled from a topographic map and have
 FB1356.an estimated accuracy of +/- 6 seconds.
 FB1356
 FB1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1356.The vertical order pertains to the NGVD 29 superseded value.
 FB1356
 FB1356.The geoid height was determined by GEOID03.
 FB1356
 FB1356;                    North         East    Units  Estimated Accuracy
 FB1356;SPC TN       -   165,370.      871,060.      MT  (+/- 180 meters Scaled)
 FB1356
 FB1356                          SUPERSEDED SURVEY CONTROL
 FB1356
 FB1356  NGVD 29 (??/??/92)  927.453  (m)         3042.82   (f) ADJ UNCH    ?  
 FB1356
 FB1356.Superseded values are not recommended for survey control.
 FB1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1356.See file dsdata.txt to determine how the superseded data were derived.
 FB1356
 FB1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV191621(NAD 83)
 FB1356_MARKER: DB = BENCH MARK DISK
 FB1356_SETTING: 66 = SET IN ROCK OUTCROP
 FB1356_SP_SET: ROCK OUTCROP
 FB1356_STAMPING: B 126 1935
 FB1356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1356+STABILITY: POSITION/ELEVATION WELL
 FB1356
 FB1356  HISTORY     - Date     Condition        Report By
 FB1356  HISTORY     - 1935     MONUMENTED       CGS
 FB1356  HISTORY     - 1938     GOOD             TVA
 FB1356
 FB1356                          STATION DESCRIPTION
 FB1356
 FB1356'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1356'5.1 MI SE FROM NEW PROSPECT SCHOOL.
 FB1356'5.1 MILES SOUTHEAST ALONG THE GULF FORK ROAD, THE DEEP GAP
 FB1356'CREEK ROAD AND THE NAILLON-BROWN GAP TRAIL FROM THE ROAD JUNCTION
 FB1356'AT NEW PROSPECT SCHOOL, COCKE COUNTY, ON THE PROPERTY OF CHAMPION
 FB1356'FIBER CO., 25 FEET WEST OF THE CROSSING OF BROWN GAP CREEK,
 FB1356'AT THE SOUTHWEST EDGE OF THE TRAIL, 14.9 FEET NORTHEAST OF A
 FB1356'6-INCH ELM TREE, 6.5 FEET NORTHWEST OF THE NORTH EDGE OF A LARGE
 FB1356'BOULDER SHAPED LIKE AN ARROWHEAD, AND IN THE TOP OF A ROCK
 FB1356'OUTCROP.  A STANDARD DISK, STAMPED B 126 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1791 ***********************************************************************
 GA1791  DESIGNATION -  B 129
 GA1791  PID         -  GA1791
 GA1791  STATE/COUNTY-  TN/HAMBLEN
 GA1791  USGS QUAD   -  MORRISTOWN (1979)
 GA1791
 GA1791                         *CURRENT SURVEY CONTROL
 GA1791  ___________________________________________________________________
 GA1791* NAD 83(1986)-  36 12 42.     (N)    083 17 30.     (W)     SCALED    
 GA1791* NAVD 88     -       390.828  (meters)    1282.24   (feet)  ADJUSTED  
 GA1791  ___________________________________________________________________
 GA1791  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1791  DYNAMIC HT  -         390.468 (meters)    1281.06  (feet)  COMP
 GA1791  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 GA1791
 GA1791  VERT ORDER  -  FIRST     CLASS II
 GA1791
 GA1791.The horizontal coordinates were scaled from a topographic map and have
 GA1791.an estimated accuracy of +/- 6 seconds.
 GA1791
 GA1791.The orthometric height was determined by differential leveling
 GA1791.and adjusted by the National Geodetic Survey in June 1991..
 GA1791
 GA1791.The geoid height was determined by GEOID03.
 GA1791
 GA1791.The dynamic height is computed by dividing the NAVD 88
 GA1791.geopotential number by the normal gravity value computed on the
 GA1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1791.degrees latitude (g = 980.6199 gals.).
 GA1791
 GA1791.The modeled gravity was interpolated from observed gravity values.
 GA1791
 GA1791;                    North         East    Units  Estimated Accuracy
 GA1791;SPC TN       -   211,770.      843,500.      MT  (+/- 180 meters Scaled)
 GA1791
 GA1791                          SUPERSEDED SURVEY CONTROL
 GA1791
 GA1791  NGVD 29 (??/??/92)  390.950  (m)         1282.64   (f) ADJ UNCH    1 2
 GA1791
 GA1791.Superseded values are not recommended for survey control.
 GA1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1791.See file dsdata.txt to determine how the superseded data were derived.
 GA1791
 GA1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA939098(NAD 83)
 GA1791_MARKER: DB = BENCH MARK DISK
 GA1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1791_STAMPING: B 129 1935
 GA1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1791+STABILITY: SURFACE MOTION
 GA1791
 GA1791  HISTORY     - Date     Condition        Report By
 GA1791  HISTORY     - 1935     MONUMENTED       CGS
 GA1791  HISTORY     - 1943     GOOD             NGS
 GA1791  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1791
 GA1791                          STATION DESCRIPTION
 GA1791
 GA1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GA1791'AT MORRISTOWN.
 GA1791'AT MORRISTOWN, 11 RAILS SOUTH OF THE SOUTHERN RAILWAY STATION,
 GA1791'9 YARDS SOUTH OF THE CENTERLINE OF SECOND STREET SOUTH, 5 YARDS
 GA1791'WEST OF THE WEST RAIL, AND ABOUT 1 FOOT ABOVE THE TOP OF THE RAIL.
 GA1791'A STANDARD DISK, STAMPED B 129 1935 AND SET IN THE TOP OF A
 GA1791'CONCRETE POST.
 GA1791
 GA1791                          STATION RECOVERY (1967)
 GA1791
 GA1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0764 ***********************************************************************
 GD0764  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0764  DESIGNATION -  B 13
 GD0764  PID         -  GD0764
 GD0764  STATE/COUNTY-  TN/LAKE
 GD0764  USGS QUAD   -  TIPTONVILLE (1981)
 GD0764
 GD0764                         *CURRENT SURVEY CONTROL
 GD0764  ___________________________________________________________________
 GD0764* NAD 83(1995)-  36 22 41.79504(N)    089 28 20.45780(W)     ADJUSTED  
 GD0764* NAVD 88     -        91.70   (meters)     300.9    (feet)  GPS OBS   
 GD0764  ___________________________________________________________________
 GD0764  X           -      47,346.484 (meters)                     COMP
 GD0764  Y           -  -5,141,047.799 (meters)                     COMP
 GD0764  Z           -   3,762,105.600 (meters)                     COMP
 GD0764  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GD0764  ELLIP HEIGHT-          63.28  (meters)          (05/31/05) GPS OBS
 GD0764  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0764  DYNAMIC HT  -          91.62  (meters)     300.6   (feet)  COMP
 GD0764  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 GD0764
 GD0764  HORZ ORDER  -  FIRST
 GD0764  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD0764  ELLP ORDER  -  FOURTH    CLASS II
 GD0764
 GD0764.The horizontal coordinates were established by GPS observations
 GD0764.and adjusted by the National Geodetic Survey in May 2005..
 GD0764
 GD0764.The orthometric height was determined by GPS observations and a
 GD0764.high-resolution geoid model using precise GPS observation and
 GD0764.processing techniques. It supersedes the leveled height previously
 GD0764.determined for this station.
 GD0764.The vertical order pertains to the first NAVD 88 superseded value.
 GD0764
 GD0764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0764
 GD0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0764
 GD0764.The ellipsoidal height was determined by GPS observations
 GD0764.and is referenced to NAD 83.
 GD0764
 GD0764.The geoid height was determined by GEOID03.
 GD0764
 GD0764.The dynamic height is computed by dividing the NAVD 88
 GD0764.geopotential number by the normal gravity value computed on the
 GD0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0764.degrees latitude (g = 980.6199 gals.).
 GD0764
 GD0764.The modeled gravity was interpolated from observed gravity values.
 GD0764
 GD0764;                    North         East     Units Scale Factor Converg.
 GD0764;SPC TN       -   232,415.423   288,489.593   MT  0.99999342   -2 01 58.3
 GD0764;SPC TN       -   762,516.27    946,486.27   sFT  0.99999342   -2 01 58.3
 GD0764;UTM  16      - 4,028,745.198   278,221.459   MT  1.00020605   -1 28 01.1
 GD0764
 GD0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0764!SPC TN       -   0.99999007  x   0.99999342  =   0.99998349
 GD0764!UTM  16      -   0.99999007  x   1.00020605  =   1.00019612
 GD0764
 GD0764                          SUPERSEDED SURVEY CONTROL
 GD0764
 GD0764  NAVD 88 (06/15/91)   91.631  (m)          300.63   (f) ADJUSTED    1 1
 GD0764  NGVD 29 (??/??/??)   91.558  (m)          300.39   (f) ADJUSTED    1 1
 GD0764
 GD0764.Superseded values are not recommended for survey control.
 GD0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0764.See file dsdata.txt to determine how the superseded data were derived.
 GD0764
 GD0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7822128745(NAD 83)
 GD0764_MARKER: DB = BENCH MARK DISK
 GD0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0764_STAMPING: B 13 1935
 GD0764_MARK LOGO: CGS   
 GD0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0764+STABILITY: SURFACE MOTION
 GD0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0764+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD0764
 GD0764  HISTORY     - Date     Condition        Report By
 GD0764  HISTORY     - 1935     MONUMENTED       CGS
 GD0764  HISTORY     - 1974     GOOD             NGS
 GD0764  HISTORY     - 19950627 GOOD             USE
 GD0764  HISTORY     - 20020801 GOOD             USACE
 GD0764  HISTORY     - 20030710 GOOD             EMCINC
 GD0764
 GD0764                          STATION DESCRIPTION
 GD0764
 GD0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0764'IN TIPTONVILLE.
 GD0764'AT TIPTONVILLE, AT THE JUNCTION OF COLLEGE STREET AND CHURCH STREET,
 GD0764'SET IN THE SOUTHWEST CORNER OF A CEMETERY, 30.1 FEET NORTH OF THE
 GD0764'CENTER LINE OF CHURCH STREET, 37.6 FEET EAST OF THE CENTER LINE OF
 GD0764'COLLEGE STREET, 8 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 GD0764'ETHRIDGE HEADSTONE, AND IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 GD0764'WITH THE GROUND.
 GD0764
 GD0764                          STATION RECOVERY (1995)
 GD0764
 GD0764'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 GD0764'RECOVERED AS DESCRIBED.
 GD0764
 GD0764                          STATION RECOVERY (2002)
 GD0764
 GD0764'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0764'RECOVERED IN GOOD CONDITION.
 GD0764
 GD0764                          STATION RECOVERY (2003)
 GD0764
 GD0764'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0764'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2352 ***********************************************************************
 GC2352  DESIGNATION -  B 13
 GC2352  PID         -  GC2352
 GC2352  STATE/COUNTY-  TN/DAVIDSON
 GC2352  USGS QUAD   -  WHITES CREEK (1994)
 GC2352
 GC2352                         *CURRENT SURVEY CONTROL
 GC2352  ___________________________________________________________________
 GC2352* NAD 83(1995)-  36 18 29.10847(N)    086 49 27.71455(W)     ADJUSTED  
 GC2352* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 GC2352  ___________________________________________________________________
 GC2352  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GC2352  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2352
 GC2352  HORZ ORDER  -  SECOND
 GC2352
 GC2352.The horizontal coordinates were established by classical geodetic methods
 GC2352.and adjusted by the National Geodetic Survey in April 1999..
 GC2352
 GC2352.The orthometric height was scaled from a topographic map.
 GC2352
 GC2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2352
 GC2352.The geoid height was determined by GEOID03.
 GC2352
 GC2352;                    North         East     Units Scale Factor Converg.
 GC2352;SPC TN       -   219,411.824   525,964.543   MT  0.99998254   -0 28 57.4
 GC2352;SPC TN       -   719,853.63  1,725,602.00   sFT  0.99998254   -0 28 57.4
 GC2352;UTM  16      - 4,018,134.850   515,767.760   MT  0.99960306   +0 06 14.4
 GC2352
 GC2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2352!SPC TN       -   0.99997826  x   0.99998254  =   0.99996080
 GC2352!UTM  16      -   0.99997826  x   0.99960306  =   0.99958133
 GC2352
 GC2352                          SUPERSEDED SURVEY CONTROL
 GC2352
 GC2352  NAD 83(1995)-  36 18 29.11005(N)    086 49 27.71631(W) AD(       ) 2
 GC2352  NAD 83(1995)-  36 18 29.11295(N)    086 49 27.71733(W) AD(       ) 2
 GC2352  NAD 83(1986)-  36 18 29.11855(N)    086 49 27.71764(W) AD(       ) 2
 GC2352  NAD 27      -  36 18 28.93257(N)    086 49 27.72487(W) AD(       ) 2
 GC2352
 GC2352.Superseded values are not recommended for survey control.
 GC2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2352.See file dsdata.txt to determine how the superseded data were derived.
 GC2352
 GC2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1576818135(NAD 83)
 GC2352_MARKER: DD = SURVEY DISK
 GC2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2352+STABILITY: SURFACE MOTION
 GC2352
 GC2352  HISTORY     - Date     Condition        Report By
 GC2352  HISTORY     - 1965     MONUMENTED       TNHD
 GC2352
 GC2352                          STATION DESCRIPTION
 GC2352
 GC2352'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC2352'SEE STATION CLAY TNHD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2211 ***********************************************************************
 GA2211  DESIGNATION -  B 130
 GA2211  PID         -  GA2211
 GA2211  STATE/COUNTY-  TN/KNOX
 GA2211  USGS QUAD   -  MASCOT (1987)
 GA2211
 GA2211                         *CURRENT SURVEY CONTROL
 GA2211  ___________________________________________________________________
 GA2211* NAD 83(1986)-  36 03 38.     (N)    083 42 14.     (W)     SCALED    
 GA2211* NAVD 88     -       272.470  (meters)     893.93   (feet)  ADJUSTED  
 GA2211  ___________________________________________________________________
 GA2211  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2211  DYNAMIC HT  -         272.220 (meters)     893.11  (feet)  COMP
 GA2211  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 GA2211
 GA2211  VERT ORDER  -  FIRST     CLASS I
 GA2211
 GA2211.The horizontal coordinates were scaled from a topographic map and have
 GA2211.an estimated accuracy of +/- 6 seconds.
 GA2211
 GA2211.The orthometric height was determined by differential leveling
 GA2211.and adjusted by the National Geodetic Survey in June 1991..
 GA2211
 GA2211.The geoid height was determined by GEOID03.
 GA2211
 GA2211.The dynamic height is computed by dividing the NAVD 88
 GA2211.geopotential number by the normal gravity value computed on the
 GA2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2211.degrees latitude (g = 980.6199 gals.).
 GA2211
 GA2211.The modeled gravity was interpolated from observed gravity values.
 GA2211
 GA2211;                    North         East    Units  Estimated Accuracy
 GA2211;SPC TN       -   194,060.      806,840.      MT  (+/- 180 meters Scaled)
 GA2211
 GA2211                          SUPERSEDED SURVEY CONTROL
 GA2211
 GA2211  NGVD 29 (??/??/92)  272.598  (m)          894.35   (f) ADJ UNCH    1 1
 GA2211
 GA2211.Superseded values are not recommended for survey control.
 GA2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2211.See file dsdata.txt to determine how the superseded data were derived.
 GA2211
 GA2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV564940(NAD 83)
 GA2211_MARKER: DB = BENCH MARK DISK
 GA2211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2211_SP_SET: OVERPASS
 GA2211_STAMPING: B 130 1936
 GA2211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2211
 GA2211  HISTORY     - Date     Condition        Report By
 GA2211  HISTORY     - 1936     MONUMENTED       CGS
 GA2211  HISTORY     - 1967     GOOD             NGS
 GA2211
 GA2211                          STATION DESCRIPTION
 GA2211
 GA2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2211'2 MI E FROM MASCOT.
 GA2211'ABOUT 2.0 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2211'CHURCH AT MASCOT, ABOUT 1.1 MILES WEST OF THE POST OFFICE AT
 GA2211'STRAWBERRY PLAINS, ALONG THE SOUTHERN RAILWAY, SET ON THE TOP OF
 GA2211'THE SOUTH END OF THE WEST ABUTMENT OF A RAILROAD OVERPASS OVER
 GA2211'THE ROAD, 3.4 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK
 GA2211'AND 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0016 ***********************************************************************
 FC0016  DESIGNATION -  B 131
 FC0016  PID         -  FC0016
 FC0016  STATE/COUNTY-  TN/MONROE
 FC0016  USGS QUAD   -  PHILADELPHIA (1974)
 FC0016
 FC0016                         *CURRENT SURVEY CONTROL
 FC0016  ___________________________________________________________________
 FC0016* NAD 83(1986)-  35 37 35.     (N)    084 26 49.     (W)     SCALED    
 FC0016* NAVD 88     -       275.622  (meters)     904.27   (feet)  POSTED    
 FC0016  ___________________________________________________________________
 FC0016  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0016  DYNAMIC HT  -         275.360 (meters)     903.41  (feet)  COMP
 FC0016  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 FC0016
 FC0016  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FC0016
 FC0016.The horizontal coordinates were scaled from a topographic map and have
 FC0016.an estimated accuracy of +/- 6 seconds.
 FC0016
 FC0016.The orthometric height was determined by differential leveling
 FC0016.and adjusted by the National Geodetic Survey in 1992..
 FC0016.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FC0016.rate greater than 8.0 mm/km.
 FC0016
 FC0016.The geoid height was determined by GEOID03.
 FC0016
 FC0016.The dynamic height is computed by dividing the NAVD 88
 FC0016.geopotential number by the normal gravity value computed on the
 FC0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0016.degrees latitude (g = 980.6199 gals.).
 FC0016
 FC0016.The modeled gravity was interpolated from observed gravity values.
 FC0016
 FC0016;                    North         East    Units  Estimated Accuracy
 FC0016;SPC TN       -   144,580.      740,670.      MT  (+/- 180 meters Scaled)
 FC0016
 FC0016                          SUPERSEDED SURVEY CONTROL
 FC0016
 FC0016  NGVD 29 (??/??/92)  275.712  (m)          904.57   (f) ADJ UNCH    1 2
 FC0016
 FC0016.Superseded values are not recommended for survey control.
 FC0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0016.See file dsdata.txt to determine how the superseded data were derived.
 FC0016
 FC0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE312455(NAD 83)
 FC0016_MARKER: DB = BENCH MARK DISK
 FC0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0016_STAMPING: B 131 1936
 FC0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0016+STABILITY: SURFACE MOTION
 FC0016
 FC0016  HISTORY     - Date     Condition        Report By
 FC0016  HISTORY     - 1936     MONUMENTED       CGS
 FC0016  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0016
 FC0016                          STATION DESCRIPTION
 FC0016
 FC0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FC0016'2.2 MI NE FROM SWEETWATER.
 FC0016'NOTE-- THE HIGHWAY IS PAVED, THE OVERPASS IS WOODEN.  2.2 MILES
 FC0016'NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT SWEETWATER,
 FC0016'MONROE COUNTY, 7 POLES NORTH OF MILEPOST 170, AT A CONCRETE
 FC0016'HIGHWAY OVERPASS, 41 FEET NORTHEAST OF THE WEST END OF THE
 FC0016'SOUTHWEST ABUTMENT, 6.5 FEET NORTH OF THE NORTH SIDE OF THE
 FC0016'SECOND SUPPORT FROM THE ABUTMENT, IN THE SOUTHEAST CORNER OF A
 FC0016'CULTIVATED FIELD OWNED BY C.W. PARKS, 38.8 FEET WEST OF THE WEST
 FC0016'RAIL, 12 FEET WEST OF A POLE, AND ABOUT 8 FEET HIGHER THAN THE
 FC0016'RAIL.  A STANDARD DISK, STAMPED B 131 1936 AND SET IN THE TOP
 FC0016'OF A CONCRETE POST.
 FC0016
 FC0016                          STATION RECOVERY (1968)
 FC0016
 FC0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2270 ***********************************************************************
 GA2270  DESIGNATION -  B 132
 GA2270  PID         -  GA2270
 GA2270  STATE/COUNTY-  TN/UNION
 GA2270  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2270
 GA2270                         *CURRENT SURVEY CONTROL
 GA2270  ___________________________________________________________________
 GA2270* NAD 83(1986)-  36 14 16.     (N)    083 54 10.     (W)     SCALED    
 GA2270* NAVD 88     -       375.530  (meters)    1232.05   (feet)  ADJUSTED  
 GA2270  ___________________________________________________________________
 GA2270  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA2270  DYNAMIC HT  -         375.186 (meters)    1230.92  (feet)  COMP
 GA2270  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 GA2270
 GA2270  VERT ORDER  -  SECOND    CLASS 0
 GA2270
 GA2270.The horizontal coordinates were scaled from a topographic map and have
 GA2270.an estimated accuracy of +/- 6 seconds.
 GA2270
 GA2270.The orthometric height was determined by differential leveling
 GA2270.and adjusted by the National Geodetic Survey in June 1991..
 GA2270
 GA2270.The geoid height was determined by GEOID03.
 GA2270
 GA2270.The dynamic height is computed by dividing the NAVD 88
 GA2270.geopotential number by the normal gravity value computed on the
 GA2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2270.degrees latitude (g = 980.6199 gals.).
 GA2270
 GA2270.The modeled gravity was interpolated from observed gravity values.
 GA2270
 GA2270;                    North         East    Units  Estimated Accuracy
 GA2270;SPC TN       -   213,320.      788,510.      MT  (+/- 180 meters Scaled)
 GA2270
 GA2270                          SUPERSEDED SURVEY CONTROL
 GA2270
 GA2270  NGVD 29 (??/??/92)  375.630  (m)         1232.38   (f) ADJ UNCH    2 0
 GA2270
 GA2270.Superseded values are not recommended for survey control.
 GA2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2270.See file dsdata.txt to determine how the superseded data were derived.
 GA2270
 GA2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA391142(NAD 83)
 GA2270_MARKER: DB = BENCH MARK DISK
 GA2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2270_STAMPING: B 132 1936
 GA2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2270+STABILITY: SURFACE MOTION
 GA2270
 GA2270  HISTORY     - Date     Condition        Report By
 GA2270  HISTORY     - 1936     MONUMENTED       CGS
 GA2270  HISTORY     - 1949     GOOD             NGS
 GA2270
 GA2270                          STATION DESCRIPTION
 GA2270
 GA2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2270'1.4 MI E FROM NEW LOYSTON.
 GA2270'1.4 MILES EAST ALONG THE HICKORY VALLEY ROAD FROM VALLEY GROVE
 GA2270'CHURCH AT NEW LOYSTON, UNION COUNTY, 0.3 MILE WEST OF A ROAD
 GA2270'INTERSECTION, AT THE TOP OF A HILL, 250 YARDS EAST OF A SMALL
 GA2270'FRAMEHOUSE, OPPOSITE A FIELD OF TREE STUMPS, IN LINE WITH A
 GA2270'24-INCH POPLAR TREE AND A 24-INCH OAK TREE, 15 FEET WEST OF
 GA2270'A NORTH-AND-SOUTH PROPERTY-LINE FENCE, 30 FEET SOUTH OF THE
 GA2270'CENTERLINE OF THE ROAD, AND NEAR A STEEL POST WITH A
 GA2270'CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED B 132 1936 AND
 GA2270'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2004 ***********************************************************************
 FB2004  DESIGNATION -  B 132
 FB2004  PID         -  FB2004
 FB2004  STATE/COUNTY-  TN/BLOUNT
 FB2004  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2004
 FB2004                         *CURRENT SURVEY CONTROL
 FB2004  ___________________________________________________________________
 FB2004* NAD 83(1986)-  35 44 34.     (N)    083 57 36.     (W)     SCALED    
 FB2004* NAVD 88     -       299.891  (meters)     983.89   (feet)  ADJUSTED  
 FB2004  ___________________________________________________________________
 FB2004  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FB2004  DYNAMIC HT  -         299.607 (meters)     982.96  (feet)  COMP
 FB2004  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 FB2004
 FB2004  VERT ORDER  -  SECOND    CLASS 0
 FB2004
 FB2004.The horizontal coordinates were scaled from a topographic map and have
 FB2004.an estimated accuracy of +/- 6 seconds.
 FB2004
 FB2004.The orthometric height was determined by differential leveling
 FB2004.and adjusted by the National Geodetic Survey in June 1991..
 FB2004
 FB2004.The geoid height was determined by GEOID03.
 FB2004
 FB2004.The dynamic height is computed by dividing the NAVD 88
 FB2004.geopotential number by the normal gravity value computed on the
 FB2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2004.degrees latitude (g = 980.6199 gals.).
 FB2004
 FB2004.The modeled gravity was interpolated from observed gravity values.
 FB2004
 FB2004;                    North         East    Units  Estimated Accuracy
 FB2004;SPC TN       -   158,300.      784,510.      MT  (+/- 180 meters Scaled)
 FB2004
 FB2004                          SUPERSEDED SURVEY CONTROL
 FB2004
 FB2004  NGVD 29 (??/??/92)  300.001  (m)          984.25   (f) ADJ UNCH    2 0
 FB2004
 FB2004.Superseded values are not recommended for survey control.
 FB2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2004.See file dsdata.txt to determine how the superseded data were derived.
 FB2004
 FB2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV323594(NAD 83)
 FB2004_MARKER: DB = BENCH MARK DISK
 FB2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2004_STAMPING: B 132 1935
 FB2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2004+STABILITY: SURFACE MOTION
 FB2004
 FB2004  HISTORY     - Date     Condition        Report By
 FB2004  HISTORY     - 1935     MONUMENTED       CGS
 FB2004  HISTORY     - 1983     GOOD             NGS
 FB2004
 FB2004                          STATION DESCRIPTION
 FB2004
 FB2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2004'0.9 MI SE FROM MARYVILLE.
 FB2004'0.9 MILE SOUTHEAST ALONG THE OLD DUNCAN PIKE FROM THE COURTHOUSE
 FB2004'AT MARYVILLE, 0.1 MILE SOUTHEAST OF A Y-ROAD JUNCTION, ON THE
 FB2004'SOUTHWEST SIDE OF THE ROAD, AT THE SOUTH END OF AN OLD WOODEN FIELD
 FB2004'GATE, 42.9 FEET SOUTHWEST OF AN 18-INCH RED-OAK TREE, 37.6 FEET
 FB2004'NORTHWEST OF A 4 INCH PINE TREE, 22.9 FEET SOUTHEAST OF AN 18-INCH
 FB2004'RED-OAK TREE, AND 3 FEET INSIDE A WOVEN-WIRE FENCE.  A STANDARD
 FB2004'DISK, STAMPED B 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB2004
 FB2004                          STATION RECOVERY (1983)
 FB2004
 FB2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2004'1.6 KM (1.0 MI) SOUTHEAST ALONG COURT STREET FROM THE BLOUNT COUNTY
 FB2004'COURT HOUSE IN MARYVILLE TO THE MARK ON THE RIGHT AT THE JUNCTION OF
 FB2004'DUNCAN DRIVE. 7.01 M (23.0 FT) SOUTHWEST OF THE CENTERLINE OF COURT
 FB2004'STREET. 32.92 M (108.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF ONE
 FB2004'STORY FRAME HOUSE WITH BRICK FOUNDATION 4.88 M (16.0 FT) SOUTHEAST OF
 FB2004'THE CENTER OF DUNCAN DRIVE, 0.46 M (1.6 FT) SOUTH-SOUTHEAST OF A STOP
 FB2004'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0730 ***********************************************************************
 GD0730  DESIGNATION -  B 134
 GD0730  PID         -  GD0730
 GD0730  STATE/COUNTY-  TN/LAKE
 GD0730  USGS QUAD   -  TIPTONVILLE (1981)
 GD0730
 GD0730                         *CURRENT SURVEY CONTROL
 GD0730  ___________________________________________________________________
 GD0730* NAD 83(1986)-  36 22 44.     (N)    089 29 04.     (W)     SCALED    
 GD0730* NAVD 88     -        90.652  (meters)     297.41   (feet)  ADJUSTED  
 GD0730  ___________________________________________________________________
 GD0730  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0730  DYNAMIC HT  -          90.579 (meters)     297.17  (feet)  COMP
 GD0730  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GD0730
 GD0730  VERT ORDER  -  FIRST     CLASS I
 GD0730
 GD0730.The horizontal coordinates were scaled from a topographic map and have
 GD0730.an estimated accuracy of +/- 6 seconds.
 GD0730
 GD0730.The orthometric height was determined by differential leveling
 GD0730.and adjusted by the National Geodetic Survey in June 1991..
 GD0730
 GD0730.The geoid height was determined by GEOID03.
 GD0730
 GD0730.The dynamic height is computed by dividing the NAVD 88
 GD0730.geopotential number by the normal gravity value computed on the
 GD0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0730.degrees latitude (g = 980.6199 gals.).
 GD0730
 GD0730.The modeled gravity was interpolated from observed gravity values.
 GD0730
 GD0730;                    North         East    Units  Estimated Accuracy
 GD0730;SPC TN       -   232,520.      287,410.      MT  (+/- 180 meters Scaled)
 GD0730
 GD0730                          SUPERSEDED SURVEY CONTROL
 GD0730
 GD0730  NGVD 29 (??/??/??)   90.581  (m)          297.18   (f) ADJUSTED    1 1
 GD0730
 GD0730.Superseded values are not recommended for survey control.
 GD0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0730.See file dsdata.txt to determine how the superseded data were derived.
 GD0730
 GD0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF771288(NAD 83)
 GD0730_MARKER: DB = BENCH MARK DISK
 GD0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0730_SP_SET: CONCRETE BASE
 GD0730_STAMPING: B 134 1957
 GD0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0730+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0730
 GD0730  HISTORY     - Date     Condition        Report By
 GD0730  HISTORY     - 1957     MONUMENTED       CGS
 GD0730  HISTORY     - 1974     GOOD             NGS
 GD0730  HISTORY     - 20020801 GOOD             USACE
 GD0730
 GD0730                          STATION DESCRIPTION
 GD0730
 GD0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0730'IN TIPTONVILLE.
 GD0730'AT TIPTONVILLE, SET NORTHEAST OF THE INTERSECTION OF NORTH MAIN STREET
 GD0730'AND CHURCH STREET, IN THE TOP SOUTHWEST CORNER OF THE CONCRETE BASE OF
 GD0730'THE SOUTHWEST LEG OF THE WATER TOWER, 0.7 FOOT NORTHEAST OF THE
 GD0730'SOUTHWEST CORNER, 350 FEET WEST OF COURT STREET, ABOUT 250 FEET EAST
 GD0730'OF NORTH MAIN STREET, 1 FOOT ABOVE GROUND.
 GD0730
 GD0730                          STATION RECOVERY (2002)
 GD0730
 GD0730'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0916 ***********************************************************************
 FE0916  DESIGNATION -  B 135
 FE0916  PID         -  FE0916
 FE0916  STATE/COUNTY-  TN/DYER
 FE0916  USGS QUAD   -  FOWLKES (1983)
 FE0916
 FE0916                         *CURRENT SURVEY CONTROL
 FE0916  ___________________________________________________________________
 FE0916* NAD 83(1986)-  35 56 26.     (N)    089 23 18.     (W)     SCALED    
 FE0916* NAVD 88     -        83.562  (meters)     274.15   (feet)  ADJUSTED  
 FE0916  ___________________________________________________________________
 FE0916  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0916  DYNAMIC HT  -          83.491 (meters)     273.92  (feet)  COMP
 FE0916  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 FE0916
 FE0916  VERT ORDER  -  FIRST     CLASS I
 FE0916
 FE0916.The horizontal coordinates were scaled from a topographic map and have
 FE0916.an estimated accuracy of +/- 6 seconds.
 FE0916
 FE0916.The orthometric height was determined by differential leveling
 FE0916.and adjusted by the National Geodetic Survey in June 1991..
 FE0916
 FE0916.The geoid height was determined by GEOID03.
 FE0916
 FE0916.The dynamic height is computed by dividing the NAVD 88
 FE0916.geopotential number by the normal gravity value computed on the
 FE0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0916.degrees latitude (g = 980.6199 gals.).
 FE0916
 FE0916.The modeled gravity was interpolated from observed gravity values.
 FE0916
 FE0916;                    North         East    Units  Estimated Accuracy
 FE0916;SPC TN       -   183,610.      294,340.      MT  (+/- 180 meters Scaled)
 FE0916
 FE0916                          SUPERSEDED SURVEY CONTROL
 FE0916
 FE0916  NGVD 29 (??/??/??)   83.500  (m)          273.95   (f) ADJUSTED    1 1
 FE0916
 FE0916.Superseded values are not recommended for survey control.
 FE0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0916.See file dsdata.txt to determine how the superseded data were derived.
 FE0916
 FE0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE845799(NAD 83)
 FE0916_MARKER: DB = BENCH MARK DISK
 FE0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0916_STAMPING: B 135 1957
 FE0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0916+STABILITY: SURFACE MOTION
 FE0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0916+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0916
 FE0916  HISTORY     - Date     Condition        Report By
 FE0916  HISTORY     - 1957     MONUMENTED       CGS
 FE0916  HISTORY     - 1974     GOOD             NGS
 FE0916  HISTORY     - 20020804 GOOD             USACE
 FE0916
 FE0916                          STATION DESCRIPTION
 FE0916
 FE0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0916'1.9 MI S FROM FOWLKES.
 FE0916'ABOUT 1.90 MILES SOUTH ALONG OLD U.S. HIGHWAY 51 FROM THE FOWLKES
 FE0916'BAPTIST CHURCH AT FOWLKES, ABOUT 0.3 MILE NORTH OF THE JUNCTION OF
 FE0916'PAVED ROAD EAST, IN THE TOP OF THE NORTH END OF THE EAST BRIDGE
 FE0916'CURBING OF BRIDGE NO. 23-3-0.78, ABOUT 40 YARDS WEST OF THE WEST
 FE0916'RAIL, 10.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT
 FE0916'NORTHWEST OF THE NORTHWEST CORNER OF THE EAST CONCRETE BANNISTER,
 FE0916'0.5 FOOT ABOVE HIGHWAY.
 FE0916
 FE0916                          STATION RECOVERY (2002)
 FE0916
 FE0916'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1778 ***********************************************************************
 FB1778  DESIGNATION -  B 14
 FB1778  PID         -  FB1778
 FB1778  STATE/COUNTY-  TN/BLOUNT
 FB1778  USGS QUAD   -  CALDERWOOD (1964)
 FB1778
 FB1778                         *CURRENT SURVEY CONTROL
 FB1778  ___________________________________________________________________
 FB1778* NAD 83(1986)-  35 31 27.     (N)    083 59 36.     (W)     SCALED    
 FB1778* NAVD 88     -       266.031  (meters)     872.80   (feet)  ADJUSTED  
 FB1778  ___________________________________________________________________
 FB1778  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FB1778  DYNAMIC HT  -         265.773 (meters)     871.96  (feet)  COMP
 FB1778  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 FB1778
 FB1778  VERT ORDER  -  FIRST     CLASS II
 FB1778
 FB1778.The horizontal coordinates were scaled from a topographic map and have
 FB1778.an estimated accuracy of +/- 6 seconds.
 FB1778
 FB1778.The orthometric height was determined by differential leveling
 FB1778.and adjusted by the National Geodetic Survey in June 1991..
 FB1778
 FB1778.The geoid height was determined by GEOID03.
 FB1778
 FB1778.The dynamic height is computed by dividing the NAVD 88
 FB1778.geopotential number by the normal gravity value computed on the
 FB1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1778.degrees latitude (g = 980.6199 gals.).
 FB1778
 FB1778.The modeled gravity was interpolated from observed gravity values.
 FB1778
 FB1778;                    North         East    Units  Estimated Accuracy
 FB1778;SPC TN       -   133,990.      781,990.      MT  (+/- 180 meters Scaled)
 FB1778
 FB1778                          SUPERSEDED SURVEY CONTROL
 FB1778
 FB1778  NGVD 29 (??/??/92)  266.145  (m)          873.18   (f) ADJ UNCH    1 2
 FB1778
 FB1778.Superseded values are not recommended for survey control.
 FB1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1778.See file dsdata.txt to determine how the superseded data were derived.
 FB1778
 FB1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV285352(NAD 83)
 FB1778_MARKER: DD = SURVEY DISK
 FB1778_SETTING: 66 = SET IN ROCK OUTCROP
 FB1778_SP_SET: ROCK LEDGE
 FB1778_STAMPING: B 14 1928
 FB1778_MARK LOGO: USGS  
 FB1778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1778+STABILITY: POSITION/ELEVATION WELL
 FB1778
 FB1778  HISTORY     - Date     Condition        Report By
 FB1778  HISTORY     - 1928     MONUMENTED       USGS
 FB1778  HISTORY     - 1941     GOOD             NGS
 FB1778  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1778
 FB1778                          STATION DESCRIPTION
 FB1778
 FB1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FB1778'2 MI N FROM CALDERWOOD.
 FB1778'2.0 MILES NORTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM THE
 FB1778'STATION AT CALDERWOOD, BLOUNT COUNTY, ABOUT 140 FEET SOUTH OF THE
 FB1778'CROSSING OF STATE HIGHWAY 72, 40 FEET EAST OF THE CENTERLINE OF
 FB1778'THE HIGHWAY, IN A ROCK LEDGE NORTH OF TABCAT CREEK, AND ABOUT
 FB1778'4 FEET ABOVE THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 FB1778'STANDARD DISK, STAMPED B 14 1928.
 FB1778
 FB1778                          STATION RECOVERY (1983)
 FB1778
 FB1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1778'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 FB1778'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0385 ***********************************************************************
 GD0385  DESIGNATION -  B 14
 GD0385  PID         -  GD0385
 GD0385  STATE/COUNTY-  TN/OBION
 GD0385  USGS QUAD   -  HARRIS (1983)
 GD0385
 GD0385                         *CURRENT SURVEY CONTROL
 GD0385  ___________________________________________________________________
 GD0385* NAD 83(1986)-  36 23 20.     (N)    088 58 12.     (W)     SCALED    
 GD0385* NAVD 88     -        95.088  (meters)     311.97   (feet)  ADJUSTED  
 GD0385  ___________________________________________________________________
 GD0385  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0385  DYNAMIC HT  -          95.012 (meters)     311.72  (feet)  COMP
 GD0385  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 GD0385
 GD0385  VERT ORDER  -  SECOND    CLASS 0
 GD0385
 GD0385.The horizontal coordinates were scaled from a topographic map and have
 GD0385.an estimated accuracy of +/- 6 seconds.
 GD0385
 GD0385.The orthometric height was determined by differential leveling
 GD0385.and adjusted by the National Geodetic Survey in June 1991..
 GD0385
 GD0385.The geoid height was determined by GEOID03.
 GD0385
 GD0385.The dynamic height is computed by dividing the NAVD 88
 GD0385.geopotential number by the normal gravity value computed on the
 GD0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0385.degrees latitude (g = 980.6199 gals.).
 GD0385
 GD0385.The modeled gravity was interpolated from observed gravity values.
 GD0385
 GD0385;                    North         East    Units  Estimated Accuracy
 GD0385;SPC TN       -   232,110.      333,580.      MT  (+/- 180 meters Scaled)
 GD0385
 GD0385                          SUPERSEDED SURVEY CONTROL
 GD0385
 GD0385  NGVD 29 (??/??/??)   95.092  (m)          311.98   (f) ADJUSTED    2 0
 GD0385
 GD0385.Superseded values are not recommended for survey control.
 GD0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0385.See file dsdata.txt to determine how the superseded data were derived.
 GD0385
 GD0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF233288(NAD 83)
 GD0385_MARKER: DB = BENCH MARK DISK
 GD0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0385_STAMPING: B 14 1935
 GD0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0385+STABILITY: SURFACE MOTION
 GD0385
 GD0385  HISTORY     - Date     Condition        Report By
 GD0385  HISTORY     - 1935     MONUMENTED       CGS
 GD0385  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0385
 GD0385                          STATION DESCRIPTION
 GD0385
 GD0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0385'5.4 MI E FROM UNION CITY.
 GD0385'5.4 MILES EAST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 GD0385'AT UNION CITY, OBION COUNTY, AT THE FOOT OF A HILL, AT THE EAST
 GD0385'END OF A LONG LEVEL STRETCH OF TANGENT, AT THE NORTHWEST CORNER
 GD0385'OF THE YARD OF A SMALL LOG CABIN, 36 FEET SOUTH OF THE CENTERLINE
 GD0385'OF THE HIGHWAY, 30 FEET WEST OF THE CENTER OF AN ENTRANCE DRIVE,
 GD0385'AND 9 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 GD0385'B 14 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATE
 GD0385'HWY 22 HAS BEEN WIDENED IN THE AREA OF THE MARK AND IT IS
 GD0385'ASSUMED THAT THE MARK WAS DESTROYED DURING CONSTRUCTION WORK.
 GD0385
 GD0385                          STATION RECOVERY (1967)
 GD0385
 GD0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0513 ***********************************************************************
 GA0513  DESIGNATION -  B 144 RESET
 GA0513  PID         -  GA0513
 GA0513  STATE/COUNTY-  TN/SULLIVAN
 GA0513  USGS QUAD   -  BOONE DAM (1968)
 GA0513
 GA0513                         *CURRENT SURVEY CONTROL
 GA0513  ___________________________________________________________________
 GA0513* NAD 83(1986)-  36 28 54.     (N)    082 24 32.     (W)     SCALED    
 GA0513* NAVD 88     -       473.987  (meters)    1555.07   (feet)  ADJUSTED  
 GA0513  ___________________________________________________________________
 GA0513  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0513  DYNAMIC HT  -         473.548 (meters)    1553.63  (feet)  COMP
 GA0513  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 GA0513
 GA0513  VERT ORDER  -  THIRD
 GA0513
 GA0513.This mark is at Tri Cities Regional Airport (TRI)
 GA0513
 GA0513.The horizontal coordinates were scaled from a topographic map and have
 GA0513.an estimated accuracy of +/- 6 seconds.
 GA0513
 GA0513.The orthometric height was determined by differential leveling
 GA0513.and adjusted by the National Geodetic Survey in June 1991..
 GA0513
 GA0513.The geoid height was determined by GEOID03.
 GA0513
 GA0513.The dynamic height is computed by dividing the NAVD 88
 GA0513.geopotential number by the normal gravity value computed on the
 GA0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0513.degrees latitude (g = 980.6199 gals.).
 GA0513
 GA0513.The modeled gravity was interpolated from observed gravity values.
 GA0513
 GA0513;                    North         East    Units  Estimated Accuracy
 GA0513;SPC TN       -   244,270.      921,740.      MT  (+/- 180 meters Scaled)
 GA0513
 GA0513                          SUPERSEDED SURVEY CONTROL
 GA0513
 GA0513  NGVD 29 (05/30/89)  474.127  (m)         1555.53   (f) ADJUSTED    3 0
 GA0513
 GA0513.Superseded values are not recommended for survey control.
 GA0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0513.See file dsdata.txt to determine how the superseded data were derived.
 GA0513
 GA0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA737382(NAD 83)
 GA0513_MARKER: DB = BENCH MARK DISK
 GA0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0513_SP_SET: HANDHOLE COVER
 GA0513_STAMPING: B 144 RESET 1967
 GA0513_MARK LOGO: CGS   
 GA0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0513+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1975
 GA0513
 GA0513  HISTORY     - Date     Condition        Report By
 GA0513  HISTORY     - 1967     MONUMENTED       CGS
 GA0513  HISTORY     - 1971     GOOD             NGS
 GA0513  HISTORY     - 19750512 GOOD             CGS
 GA0513
 GA0513                          STATION DESCRIPTION
 GA0513
 GA0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GA0513'IN HOLSTON.
 GA0513'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON
 GA0513'THE TRI-CITY AIRPORT, SULLIVAN COUNTY TENNESSEE.  IT IS A
 GA0513'STANDARD DISK CEMENTED IN A DRILL HOLE.  IT IS ABOUT 450 FEET
 GA0513'WEST OF THE TERMINAL CONTROL TOWER, ABOUT 250 FEET NORTHWEST
 GA0513'OF THE NORTHWEST CORNER OF THE NEW TERMINAL BUILDING, 248 FEET
 GA0513'NORTH OF THE SOUTHEAST CORNER OF THE MAIN PARKING LOT, 155 FEET
 GA0513'WEST OF THE SOUTHERLY OF TWO STAIRWAYS LEADING TO THE TERMINAL
 GA0513'BUILDING, 4.8 FEET EAST OF THE EAST CORNER OF FAA HH 19, 2.2
 GA0513'FEET EAST OF THE CENTER OF A METAL MANHOLE COVER.  THE MARK
 GA0513'IS IN ROW B OF THE MAIN PARKING LOT AND IS FLUSH WITH THE
 GA0513'PARKING LOT.
 GA0513
 GA0513                          STATION RECOVERY (1975)
 GA0513
 GA0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1975
 GA0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0825 ***********************************************************************
 FC0825  DESIGNATION -  B 15
 FC0825  PID         -  FC0825
 FC0825  STATE/COUNTY-  TN/RHEA
 FC0825  USGS QUAD   -  EVENSVILLE (1990)
 FC0825
 FC0825                         *CURRENT SURVEY CONTROL
 FC0825  ___________________________________________________________________
 FC0825* NAD 83(1986)-  35 30 04.     (N)    084 59 06.     (W)     SCALED    
 FC0825* NAVD 88     -       241.617  (meters)     792.71   (feet)  ADJUSTED  
 FC0825  ___________________________________________________________________
 FC0825  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0825  DYNAMIC HT  -         241.389 (meters)     791.96  (feet)  COMP
 FC0825  MODELED GRAV-     979,683.6   (mgal)                       NAVD 88
 FC0825
 FC0825  VERT ORDER  -  SECOND    CLASS 0
 FC0825
 FC0825.The horizontal coordinates were scaled from a topographic map and have
 FC0825.an estimated accuracy of +/- 6 seconds.
 FC0825
 FC0825.The orthometric height was determined by differential leveling
 FC0825.and adjusted by the National Geodetic Survey in June 1991..
 FC0825
 FC0825.The geoid height was determined by GEOID03.
 FC0825
 FC0825.The dynamic height is computed by dividing the NAVD 88
 FC0825.geopotential number by the normal gravity value computed on the
 FC0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0825.degrees latitude (g = 980.6199 gals.).
 FC0825
 FC0825.The modeled gravity was interpolated from observed gravity values.
 FC0825
 FC0825;                    North         East    Units  Estimated Accuracy
 FC0825;SPC TN       -   130,040.      692,080.      MT  (+/- 180 meters Scaled)
 FC0825
 FC0825                          SUPERSEDED SURVEY CONTROL
 FC0825
 FC0825  NGVD 29 (??/??/92)  241.696  (m)          792.96   (f) ADJ UNCH    2 0
 FC0825
 FC0825.Superseded values are not recommended for survey control.
 FC0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0825.See file dsdata.txt to determine how the superseded data were derived.
 FC0825
 FC0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE827304(NAD 83)
 FC0825_MARKER: DB = BENCH MARK DISK
 FC0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0825_SP_SET: CULVERT
 FC0825_STAMPING: B 15 1933
 FC0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0825
 FC0825  HISTORY     - Date     Condition        Report By
 FC0825  HISTORY     - 1933     MONUMENTED       CGS
 FC0825  HISTORY     - 1949     GOOD             TVA
 FC0825  HISTORY     - 1973     MARK NOT FOUND   TVA
 FC0825
 FC0825                          STATION DESCRIPTION
 FC0825
 FC0825'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FC0825'1.8 MI E FROM DAYTON.
 FC0825'1.8 MILES EAST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA COUNTY,
 FC0825'BETWEEN THE TOWN AND TENNESSEE RIVER, AT A CURVE ON A GRADE,
 FC0825'NORTH OF THE HIGHWAY, AND IN THE TOP OF THE EAST END OF THE
 FC0825'HEADWALL OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED B
 FC0825'15 1933.  NOTE-- 1949 TVA REPORT.  CAP HAS BEEN BEATEN UP.
 FC0825'STAMPING NOT LEGIBLE.
 FC0825
 FC0825                          STATION RECOVERY (1973)
 FC0825
 FC0825'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FC0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1585 ***********************************************************************
 FE1585  DESIGNATION -  B 151
 FE1585  PID         -  FE1585
 FE1585  STATE/COUNTY-  TN/LAUDERDALE
 FE1585  USGS QUAD   -  OPEN LAKE (1983)
 FE1585
 FE1585                         *CURRENT SURVEY CONTROL
 FE1585  ___________________________________________________________________
 FE1585* NAD 83(1986)-  35 46 28.     (N)    089 41 49.     (W)     SCALED    
 FE1585* NAVD 88     -        76.314  (meters)     250.37   (feet)  ADJUSTED  
 FE1585  ___________________________________________________________________
 FE1585  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE1585  DYNAMIC HT  -          76.250 (meters)     250.16  (feet)  COMP
 FE1585  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 FE1585
 FE1585  VERT ORDER  -  FIRST     CLASS II
 FE1585
 FE1585.The horizontal coordinates were scaled from a topographic map and have
 FE1585.an estimated accuracy of +/- 6 seconds.
 FE1585
 FE1585.The orthometric height was determined by differential leveling
 FE1585.and adjusted by the National Geodetic Survey in June 1991..
 FE1585.WARNING-Repeat measurements at this control monument indicate possible
 FE1585.vertical movement.
 FE1585
 FE1585.The geoid height was determined by GEOID03.
 FE1585
 FE1585.The dynamic height is computed by dividing the NAVD 88
 FE1585.geopotential number by the normal gravity value computed on the
 FE1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1585.degrees latitude (g = 980.6199 gals.).
 FE1585
 FE1585.The modeled gravity was interpolated from observed gravity values.
 FE1585
 FE1585;                    North         East    Units  Estimated Accuracy
 FE1585;SPC TN       -   166,200.      265,820.      MT  (+/- 180 meters Scaled)
 FE1585
 FE1585                          SUPERSEDED SURVEY CONTROL
 FE1585
 FE1585  NGVD 29 (??/??/??)   76.275  (m)          250.25   (f) ADJUSTED    1 2
 FE1585
 FE1585.Superseded values are not recommended for survey control.
 FE1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1585.See file dsdata.txt to determine how the superseded data were derived.
 FE1585
 FE1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE562622(NAD 83)
 FE1585_MARKER: DB = BENCH MARK DISK
 FE1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1585_STAMPING: B 151 1943
 FE1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1585+STABILITY: SURFACE MOTION
 FE1585
 FE1585  HISTORY     - Date     Condition        Report By
 FE1585  HISTORY     - 1943     MONUMENTED       CGS
 FE1585  HISTORY     - 1957     GOOD             CGS
 FE1585  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1585
 FE1585                          STATION DESCRIPTION
 FE1585
 FE1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1585'3.8 MI E FROM ASHPORT.
 FE1585'3.75 MILES EAST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1585'75 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 305 FEET
 FE1585'EAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER COLD CREEK,
 FE1585'24 FEET SOUTH OF THE NORTH EDGE OF A CULTIVATED FIELD, 2 FEET
 FE1585'WEST OF THE WEST SIDE OF A 40-INCH OAK TREE STUMP, 1 1/2 FEET
 FE1585'EAST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE LEVEL OF
 FE1585'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1585'2 INCHES.
 FE1585
 FE1585                          STATION RECOVERY (1971)
 FE1585
 FE1585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1766 ***********************************************************************
 FE1766  DESIGNATION -  B 152
 FE1766  PID         -  FE1766
 FE1766  STATE/COUNTY-  TN/LAUDERDALE
 FE1766  USGS QUAD   -  CHIC (1983)
 FE1766
 FE1766                         *CURRENT SURVEY CONTROL
 FE1766  ___________________________________________________________________
 FE1766* NAD 83(1986)-  35 53 12.     (N)    089 41 30.     (W)     SCALED    
 FE1766* NAVD 88     -        78.446  (meters)     257.37   (feet)  ADJUSTED  
 FE1766  ___________________________________________________________________
 FE1766  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE1766  DYNAMIC HT  -          78.379 (meters)     257.15  (feet)  COMP
 FE1766  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 FE1766
 FE1766  VERT ORDER  -  SECOND    CLASS 0
 FE1766
 FE1766.The horizontal coordinates were scaled from a topographic map and have
 FE1766.an estimated accuracy of +/- 6 seconds.
 FE1766
 FE1766.The orthometric height was determined by differential leveling
 FE1766.and adjusted by the National Geodetic Survey in June 1991..
 FE1766
 FE1766.The geoid height was determined by GEOID03.
 FE1766
 FE1766.The dynamic height is computed by dividing the NAVD 88
 FE1766.geopotential number by the normal gravity value computed on the
 FE1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1766.degrees latitude (g = 980.6199 gals.).
 FE1766
 FE1766.The modeled gravity was interpolated from observed gravity values.
 FE1766
 FE1766;                    North         East    Units  Estimated Accuracy
 FE1766;SPC TN       -   178,630.      266,770.      MT  (+/- 180 meters Scaled)
 FE1766
 FE1766                          SUPERSEDED SURVEY CONTROL
 FE1766
 FE1766  NGVD 29 (??/??/??)   78.368  (m)          257.11   (f) ADJUSTED    2 0
 FE1766
 FE1766.Superseded values are not recommended for survey control.
 FE1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1766.See file dsdata.txt to determine how the superseded data were derived.
 FE1766
 FE1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE570747(NAD 83)
 FE1766_MARKER: DB = BENCH MARK DISK
 FE1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1766_STAMPING: B 152 1943
 FE1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1766+STABILITY: SURFACE MOTION
 FE1766
 FE1766  HISTORY     - Date     Condition        Report By
 FE1766  HISTORY     - 1943     MONUMENTED       CGS
 FE1766  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1766
 FE1766                          STATION DESCRIPTION
 FE1766
 FE1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1766'2 MI E FROM BARR.
 FE1766'2.0 MILES EAST ALONG A WINDING TRACK ROAD FROM BARR LANDING,
 FE1766'LAUDERDALE COUNTY, 30.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13
 FE1766'FEET NORTH OF A 48-INCH SYCAMORE TREE, 19 FEET EAST OF A 20-INCH ASH
 FE1766'TREE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 FE1766'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 152 1943 AND SET IN
 FE1766'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 FE1766'NOTE-- TRACK ROAD ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0481 ***********************************************************************
 FE0481  DESIGNATION -  B 154
 FE0481  PID         -  FE0481
 FE0481  STATE/COUNTY-  TN/MCNAIRY
 FE0481  USGS QUAD   -  GUYS (1983)
 FE0481
 FE0481                         *CURRENT SURVEY CONTROL
 FE0481  ___________________________________________________________________
 FE0481* NAD 83(1986)-  35 00 11.     (N)    088 37 16.     (W)     SCALED    
 FE0481* NAVD 88     -       132.555  (meters)     434.89   (feet)  ADJUSTED  
 FE0481  ___________________________________________________________________
 FE0481  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE0481  DYNAMIC HT  -         132.429 (meters)     434.48  (feet)  COMP
 FE0481  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 FE0481
 FE0481  VERT ORDER  -  FIRST     CLASS II
 FE0481
 FE0481.The horizontal coordinates were scaled from a topographic map and have
 FE0481.an estimated accuracy of +/- 6 seconds.
 FE0481
 FE0481.The orthometric height was determined by differential leveling
 FE0481.and adjusted by the National Geodetic Survey in June 1991..
 FE0481
 FE0481.The geoid height was determined by GEOID03.
 FE0481
 FE0481.The dynamic height is computed by dividing the NAVD 88
 FE0481.geopotential number by the normal gravity value computed on the
 FE0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0481.degrees latitude (g = 980.6199 gals.).
 FE0481
 FE0481.The modeled gravity was interpolated from observed gravity values.
 FE0481
 FE0481;                    North         East    Units  Estimated Accuracy
 FE0481;SPC TN       -    77,510.      360,750.      MT  (+/- 180 meters Scaled)
 FE0481
 FE0481                          SUPERSEDED SURVEY CONTROL
 FE0481
 FE0481  NGVD 29 (??/??/??)  132.540  (m)          434.84   (f) ADJUSTED    1 2
 FE0481
 FE0481.Superseded values are not recommended for survey control.
 FE0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0481.See file dsdata.txt to determine how the superseded data were derived.
 FE0481
 FE0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD520745(NAD 83)
 FE0481_MARKER: DB = BENCH MARK DISK
 FE0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0481_SP_SET: CULVERT
 FE0481_STAMPING: B 154 1944
 FE0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0481
 FE0481  HISTORY     - Date     Condition        Report By
 FE0481  HISTORY     - 1944     MONUMENTED       CGS
 FE0481
 FE0481                          STATION DESCRIPTION
 FE0481
 FE0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0481'1.5 MI E FROM CHEWALLA.
 FE0481'1.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0481'CHEWALLA, MCNAIRY  COUNTY, AT A LARGE CONCRETE CULVERT, IN THE
 FE0481'TOP OF THE NORTHWEST CORNER OF THE NORTH HEADWALL, 17.8 FEET
 FE0481'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 FE0481'THAN THE TRACK.  A STANDARD DISK, STAMPED B 154 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1008 ***********************************************************************
 FE1008  DESIGNATION -  B 155
 FE1008  PID         -  FE1008
 FE1008  STATE/COUNTY-  TN/HARDEMAN
 FE1008  USGS QUAD   -  SAULSBURY (1981)
 FE1008
 FE1008                         *CURRENT SURVEY CONTROL
 FE1008  ___________________________________________________________________
 FE1008* NAD 83(1986)-  35 02 56.     (N)    089 01 48.     (W)     SCALED    
 FE1008* NAVD 88     -       150.382  (meters)     493.38   (feet)  ADJUSTED  
 FE1008  ___________________________________________________________________
 FE1008  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE1008  DYNAMIC HT  -         150.239 (meters)     492.91  (feet)  COMP
 FE1008  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 FE1008
 FE1008  VERT ORDER  -  FIRST     CLASS II
 FE1008
 FE1008.The horizontal coordinates were scaled from a topographic map and have
 FE1008.an estimated accuracy of +/- 6 seconds.
 FE1008
 FE1008.The orthometric height was determined by differential leveling
 FE1008.and adjusted by the National Geodetic Survey in June 1991..
 FE1008
 FE1008.The geoid height was determined by GEOID03.
 FE1008
 FE1008.The dynamic height is computed by dividing the NAVD 88
 FE1008.geopotential number by the normal gravity value computed on the
 FE1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1008.degrees latitude (g = 980.6199 gals.).
 FE1008
 FE1008.The modeled gravity was interpolated from observed gravity values.
 FE1008
 FE1008;                    North         East    Units  Estimated Accuracy
 FE1008;SPC TN       -    83,670.      323,590.      MT  (+/- 180 meters Scaled)
 FE1008
 FE1008                          SUPERSEDED SURVEY CONTROL
 FE1008
 FE1008  NGVD 29 (??/??/??)  150.333  (m)          493.22   (f) ADJUSTED    1 2
 FE1008
 FE1008.Superseded values are not recommended for survey control.
 FE1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1008.See file dsdata.txt to determine how the superseded data were derived.
 FE1008
 FE1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD148803(NAD 83)
 FE1008_MARKER: DB = BENCH MARK DISK
 FE1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1008_SP_SET: CONCRETE BASE
 FE1008_STAMPING: XXX 12 1934
 FE1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1008
 FE1008  HISTORY     - Date     Condition        Report By
 FE1008  HISTORY     - 1944     MONUMENTED       CGS
 FE1008  HISTORY     - 1944     GOOD             CGS
 FE1008  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1008
 FE1008                          STATION DESCRIPTION
 FE1008
 FE1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1008'3.3 MI E FROM SAULSBURY.
 FE1008'3.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1008'SAULSBURY, HARDEMAN COUNTY, 2-1/2 POLES EAST OF MILEPOST 491,
 FE1008'AT BLOCK SIGNAL 4910 A, IN THE TOP OF THE NORTHEAST CORNER OF THE
 FE1008'CONCRETE BASE, AND 10 FEET SOUTH OF THE CENTERLINE OF THE
 FE1008'TRACK.  A STANDARD DISK, STAMPED XXX 12 1934.
 FE1008
 FE1008                          STATION RECOVERY (1983)
 FE1008
 FE1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1008'NOT SEARCHED FOR, RAILROAD NOT ACCESSIBLE BY VEHICLE, LEVEL LINE
 FE1008'REROUTED ALONG HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0560 ***********************************************************************
 FE0560  DESIGNATION -  B 156
 FE0560  PID         -  FE0560
 FE0560  STATE/COUNTY-  TN/MCNAIRY
 FE0560  USGS QUAD   -  GUYS (1983)
 FE0560
 FE0560                         *CURRENT SURVEY CONTROL
 FE0560  ___________________________________________________________________
 FE0560* NAD 83(1986)-  35 01 44.     (N)    088 33 26.     (W)     SCALED    
 FE0560* NAVD 88     -       133.735  (meters)     438.76   (feet)  ADJUSTED  
 FE0560  ___________________________________________________________________
 FE0560  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE0560  DYNAMIC HT  -         133.608 (meters)     438.35  (feet)  COMP
 FE0560  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FE0560
 FE0560  VERT ORDER  -  FIRST     CLASS II
 FE0560
 FE0560.The horizontal coordinates were scaled from a topographic map and have
 FE0560.an estimated accuracy of +/- 6 seconds.
 FE0560
 FE0560.The orthometric height was determined by differential leveling
 FE0560.and adjusted by the National Geodetic Survey in June 1991..
 FE0560
 FE0560.The geoid height was determined by GEOID03.
 FE0560
 FE0560.The dynamic height is computed by dividing the NAVD 88
 FE0560.geopotential number by the normal gravity value computed on the
 FE0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0560.degrees latitude (g = 980.6199 gals.).
 FE0560
 FE0560.The modeled gravity was interpolated from observed gravity values.
 FE0560
 FE0560;                    North         East    Units  Estimated Accuracy
 FE0560;SPC TN       -    80,220.      366,650.      MT  (+/- 180 meters Scaled)
 FE0560
 FE0560                          SUPERSEDED SURVEY CONTROL
 FE0560
 FE0560  NGVD 29 (??/??/??)  133.721  (m)          438.72   (f) ADJUSTED    1 2
 FE0560
 FE0560.Superseded values are not recommended for survey control.
 FE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0560.See file dsdata.txt to determine how the superseded data were derived.
 FE0560
 FE0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD579773(NAD 83)
 FE0560_MARKER: DB = BENCH MARK DISK
 FE0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0560_SP_SET: CULVERT
 FE0560_STAMPING: B 156 1944
 FE0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0560
 FE0560  HISTORY     - Date     Condition        Report By
 FE0560  HISTORY     - 1944     MONUMENTED       CGS
 FE0560  HISTORY     - 1948     GOOD             CGS
 FE0560  HISTORY     - 1972     POOR             TVA
 FE0560
 FE0560                          STATION DESCRIPTION
 FE0560
 FE0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0560'0.2 MI SE FROM GUYS.
 FE0560'ABOUT 0.15 MILE SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0560'RAILROAD FROM THE STATION AT GUYS, 95 YARDS NORTHWEST OF MILE
 FE0560'POST 336, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 FE0560'CONCRETE HEADWALL OF A DOUBLE 24-INCH CONCRETE TILE PIPE CULVERT
 FE0560'UNDER A ROAD PARALLELING THE TRACK, 57.5 FEET NORTHEAST OF THE
 FE0560'NORTHEAST RAIL OF THE MAIN TRACK, 9 FEET SOUTHWEST OF THE CENTER
 FE0560'LINE OF THE ROAD AND ABOUT 1.5 FEET BELOW THE TRACK.  NOTE-- CAP
 FE0560'HAS BEEN CUT OFF BY ROAD GRADER THE STEM IS STILL VISIBLE IN
 FE0560'HEADWALL, ELEV. IS PLUS OR MINUS 0.1 LOWER THAN ORIGINAL CAP.
 FE0560'COULD BE USED FOR 4TH ORDER WORK.
 FE0560
 FE0560                          STATION RECOVERY (1972)
 FE0560
 FE0560'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0560'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0969 ***********************************************************************
 FE0969  DESIGNATION -  B 157
 FE0969  PID         -  FE0969
 FE0969  STATE/COUNTY-  TN/FAYETTE
 FE0969  USGS QUAD   -  MOSCOW (1965)
 FE0969
 FE0969                         *CURRENT SURVEY CONTROL
 FE0969  ___________________________________________________________________
 FE0969* NAD 83(1986)-  35 03 47.     (N)    089 26 28.     (W)     SCALED    
 FE0969* NAVD 88     -       102.344  (meters)     335.77   (feet)  ADJUSTED  
 FE0969  ___________________________________________________________________
 FE0969  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE0969  DYNAMIC HT  -         102.248 (meters)     335.46  (feet)  COMP
 FE0969  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FE0969
 FE0969  VERT ORDER  -  FIRST     CLASS II
 FE0969
 FE0969.The horizontal coordinates were scaled from a topographic map and have
 FE0969.an estimated accuracy of +/- 6 seconds.
 FE0969
 FE0969.The orthometric height was determined by differential leveling
 FE0969.and adjusted by the National Geodetic Survey in June 1991..
 FE0969
 FE0969.The geoid height was determined by GEOID03.
 FE0969
 FE0969.The dynamic height is computed by dividing the NAVD 88
 FE0969.geopotential number by the normal gravity value computed on the
 FE0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0969.degrees latitude (g = 980.6199 gals.).
 FE0969
 FE0969.The modeled gravity was interpolated from observed gravity values.
 FE0969
 FE0969;                    North         East    Units  Estimated Accuracy
 FE0969;SPC TN       -    86,480.      286,160.      MT  (+/- 180 meters Scaled)
 FE0969
 FE0969                          SUPERSEDED SURVEY CONTROL
 FE0969
 FE0969  NGVD 29 (??/??/??)  102.288  (m)          335.59   (f) ADJUSTED    1 2
 FE0969
 FE0969.Superseded values are not recommended for survey control.
 FE0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0969.See file dsdata.txt to determine how the superseded data were derived.
 FE0969
 FE0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD773827(NAD 83)
 FE0969_MARKER: DB = BENCH MARK DISK
 FE0969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0969_SP_SET: CULVERT
 FE0969_STAMPING: B 157 1944
 FE0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0969
 FE0969  HISTORY     - Date     Condition        Report By
 FE0969  HISTORY     - 1944     MONUMENTED       CGS
 FE0969  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0969
 FE0969                          STATION DESCRIPTION
 FE0969
 FE0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0969'2.1 MI W FROM MOSCOW.
 FE0969'2.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0969'MOSCOW, FAYETTE COUNTY, 120 FEET EAST ACROSS THE TRACK FROM
 FE0969'MILEPOST 515, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE
 FE0969'WEST END OF THE SOUTH HEADWALL, 16.5 FEET SOUTH OF THE CENTERLINE
 FE0969'OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A
 FE0969'STANDARD DISK, STAMPED B 157 1944.
 FE0969
 FE0969                          STATION RECOVERY (1983)
 FE0969
 FE0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0969'NOT SEARCHED FOR, LEVEL LINE REROUTED OFF RAILROAD AND ALONG STATE
 FE0969'HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0505 ***********************************************************************
 FE0505  DESIGNATION -  B 159
 FE0505  PID         -  FE0505
 FE0505  STATE/COUNTY-  TN/CHESTER
 FE0505  USGS QUAD   -  JACKS CREEK (1983)
 FE0505
 FE0505                         *CURRENT SURVEY CONTROL
 FE0505  ___________________________________________________________________
 FE0505* NAD 83(1986)-  35 24 39.     (N)    088 37 18.     (W)     SCALED    
 FE0505* NAVD 88     -       121.924  (meters)     400.01   (feet)  ADJUSTED  
 FE0505  ___________________________________________________________________
 FE0505  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE0505  DYNAMIC HT  -         121.813 (meters)     399.65  (feet)  COMP
 FE0505  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FE0505
 FE0505  VERT ORDER  -  FIRST     CLASS II
 FE0505
 FE0505.The horizontal coordinates were scaled from a topographic map and have
 FE0505.an estimated accuracy of +/- 6 seconds.
 FE0505
 FE0505.The orthometric height was determined by differential leveling
 FE0505.and adjusted by the National Geodetic Survey in June 1991..
 FE0505
 FE0505.The geoid height was determined by GEOID03.
 FE0505
 FE0505.The dynamic height is computed by dividing the NAVD 88
 FE0505.geopotential number by the normal gravity value computed on the
 FE0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0505.degrees latitude (g = 980.6199 gals.).
 FE0505
 FE0505.The modeled gravity was interpolated from observed gravity values.
 FE0505
 FE0505;                    North         East    Units  Estimated Accuracy
 FE0505;SPC TN       -   122,740.      361,910.      MT  (+/- 180 meters Scaled)
 FE0505
 FE0505                          SUPERSEDED SURVEY CONTROL
 FE0505
 FE0505  NGVD 29 (??/??/??)  121.940  (m)          400.06   (f) ADJUSTED    1 2
 FE0505
 FE0505.Superseded values are not recommended for survey control.
 FE0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0505.See file dsdata.txt to determine how the superseded data were derived.
 FE0505
 FE0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE527198(NAD 83)
 FE0505_MARKER: DB = BENCH MARK DISK
 FE0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0505_SP_SET: CULVERT
 FE0505_STAMPING: B 159 1944
 FE0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0505
 FE0505  HISTORY     - Date     Condition        Report By
 FE0505  HISTORY     - 1944     MONUMENTED       CGS
 FE0505  HISTORY     - 1948     GOOD             CGS
 FE0505  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0505
 FE0505                          STATION DESCRIPTION
 FE0505
 FE0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0505'2 MI SE FROM HENDERSON.
 FE0505'ABOUT 2.0 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0505'FROM THE STATION AT HENDERSON, ABOUT 0.2 MILE SOUTHEAST OF
 FE0505'MILE POST 367, ABOUT 0.2 MILE NORTHWEST OF A FIELD ROAD CROSSING,
 FE0505'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL
 FE0505'OF AN 8-FOOT CONCRETE CULVERT, 17 FEET NORTHEAST OF THE NORTHEAST
 FE0505'RAIL, AND ABOUT 7 FEET BELOW THE TRACK.  NOTE-- LOCATED CONCRETE
 FE0505'CULVERT.  BUT IT IS UNDER PLUS OR MINUS 2 FT OF WATER AT THIS
 FE0505'TIME.
 FE0505
 FE0505                          STATION RECOVERY (1972)
 FE0505
 FE0505'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1783 ***********************************************************************
 FB1783  DESIGNATION -  B 16
 FB1783  PID         -  FB1783
 FB1783  STATE/COUNTY-  TN/BLOUNT
 FB1783  USGS QUAD   -  CALDERWOOD (1964)
 FB1783
 FB1783                         *CURRENT SURVEY CONTROL
 FB1783  ___________________________________________________________________
 FB1783* NAD 83(1986)-  35 30 26.     (N)    083 57 28.     (W)     SCALED    
 FB1783* NAVD 88     -       498.708  (meters)    1636.18   (feet)  ADJUSTED  
 FB1783  ___________________________________________________________________
 FB1783  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 FB1783  DYNAMIC HT  -         498.224 (meters)    1634.59  (feet)  COMP
 FB1783  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 FB1783
 FB1783  VERT ORDER  -  FIRST     CLASS II
 FB1783
 FB1783.The horizontal coordinates were scaled from a topographic map and have
 FB1783.an estimated accuracy of +/- 6 seconds.
 FB1783
 FB1783.The orthometric height was determined by differential leveling
 FB1783.and adjusted by the National Geodetic Survey in June 1991..
 FB1783
 FB1783.The geoid height was determined by GEOID03.
 FB1783
 FB1783.The dynamic height is computed by dividing the NAVD 88
 FB1783.geopotential number by the normal gravity value computed on the
 FB1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1783.degrees latitude (g = 980.6199 gals.).
 FB1783
 FB1783.The modeled gravity was interpolated from observed gravity values.
 FB1783
 FB1783;                    North         East    Units  Estimated Accuracy
 FB1783;SPC TN       -   132,180.      785,250.      MT  (+/- 180 meters Scaled)
 FB1783
 FB1783                          SUPERSEDED SURVEY CONTROL
 FB1783
 FB1783  NGVD 29 (??/??/92)  498.823  (m)         1636.56   (f) ADJ UNCH    1 2
 FB1783
 FB1783.Superseded values are not recommended for survey control.
 FB1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1783.See file dsdata.txt to determine how the superseded data were derived.
 FB1783
 FB1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV317333(NAD 83)
 FB1783_MARKER: DD = SURVEY DISK
 FB1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1783_STAMPING: B 16 1928
 FB1783_MARK LOGO: USGS  
 FB1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1783+STABILITY: SURFACE MOTION
 FB1783
 FB1783  HISTORY     - Date     Condition        Report By
 FB1783  HISTORY     - 1928     MONUMENTED       USGS
 FB1783  HISTORY     - 1934     GOOD             NGS
 FB1783  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1783
 FB1783                          STATION DESCRIPTION
 FB1783
 FB1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1783'4 MI E FROM CALDERWOOD.
 FB1783'4.0 MILES EAST ALONG STATE HIGHWAY 72 FROM THE SOUTHERN RAILWAY
 FB1783'STATION AT CALDERWOOD, BLOUNT COUNTY, ABOUT 200 FEET WEST OF A
 FB1783'SHARP CURVE TO THE SOUTH, 42 FEET NORTH OF THE CENTERLINE OF
 FB1783'THE HIGHWAY, AND 6.5 FEET HIGHER THAN THE HIGHWAY.  A UNITED
 FB1783'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 16 1928 AND
 FB1783'SET IN THE TOP OF A CONCRETE POST.
 FB1783
 FB1783                          STATION RECOVERY (1983)
 FB1783
 FB1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1783'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK BEING
 FB1783'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0499 ***********************************************************************
 FC0499  DESIGNATION -  B 16
 FC0499  PID         -  FC0499
 FC0499  STATE/COUNTY-  TN/MCMINN
 FC0499  USGS QUAD   -  ETOWAH (1975)
 FC0499
 FC0499                         *CURRENT SURVEY CONTROL
 FC0499  ___________________________________________________________________
 FC0499* NAD 83(1986)-  35 17 50.     (N)    084 32 16.     (W)     SCALED    
 FC0499* NAVD 88     -       242.824  (meters)     796.67   (feet)  ADJUSTED  
 FC0499  ___________________________________________________________________
 FC0499  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0499  DYNAMIC HT  -         242.588 (meters)     795.89  (feet)  COMP
 FC0499  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 FC0499
 FC0499  VERT ORDER  -  SECOND    CLASS 0
 FC0499
 FC0499.The horizontal coordinates were scaled from a topographic map and have
 FC0499.an estimated accuracy of +/- 6 seconds.
 FC0499
 FC0499.The orthometric height was determined by differential leveling
 FC0499.and adjusted by the National Geodetic Survey in June 1991..
 FC0499
 FC0499.The geoid height was determined by GEOID03.
 FC0499
 FC0499.The dynamic height is computed by dividing the NAVD 88
 FC0499.geopotential number by the normal gravity value computed on the
 FC0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0499.degrees latitude (g = 980.6199 gals.).
 FC0499
 FC0499.The modeled gravity was interpolated from observed gravity values.
 FC0499
 FC0499;                    North         East    Units  Estimated Accuracy
 FC0499;SPC TN       -   107,940.      732,990.      MT  (+/- 180 meters Scaled)
 FC0499
 FC0499                          SUPERSEDED SURVEY CONTROL
 FC0499
 FC0499  NGVD 29 (??/??/92)  242.900  (m)          796.91   (f) ADJ UNCH    2 0
 FC0499
 FC0499.Superseded values are not recommended for survey control.
 FC0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0499.See file dsdata.txt to determine how the superseded data were derived.
 FC0499
 FC0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE238087(NAD 83)
 FC0499_MARKER: DB = BENCH MARK DISK
 FC0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0499_SP_SET: BRIDGE
 FC0499_STAMPING: B 16 1933
 FC0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0499
 FC0499  HISTORY     - Date     Condition        Report By
 FC0499  HISTORY     - 1933     MONUMENTED       CGS
 FC0499  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0499
 FC0499                          STATION DESCRIPTION
 FC0499
 FC0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0499'1.9 MI S FROM ETOWAH.
 FC0499'1.9 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0499'FROM ETOWAH, MC MINN COUNTY, 0.6 MILE NORTH OF CAMBRIA, 0.3
 FC0499'MILE SOUTH OF MILEPOST L 336, 19 FEET EAST OF THE EAST RAIL OF
 FC0499'THE OLD TRACK, AT AN OVERHEAD HIGHWAY BRIDGE, AND IN THE TOP OF
 FC0499'THE BASE OF THE CENTER PIER OF THE SECOND TIER, ABOUT 3 FEET
 FC0499'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED B 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0716 ***********************************************************************
 FE0716  DESIGNATION -  B 160
 FE0716  PID         -  FE0716
 FE0716  STATE/COUNTY-  TN/MADISON
 FE0716  USGS QUAD   -  JACKSON NORTH (1983)
 FE0716
 FE0716                         *CURRENT SURVEY CONTROL
 FE0716  ___________________________________________________________________
 FE0716* NAD 83(1986)-  35 38 55.     (N)    088 47 25.     (W)     SCALED    
 FE0716* NAVD 88     -       150.522  (meters)     493.84   (feet)  ADJUSTED  
 FE0716  ___________________________________________________________________
 FE0716  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0716  DYNAMIC HT  -         150.387 (meters)     493.39  (feet)  COMP
 FE0716  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FE0716
 FE0716  VERT ORDER  -  FIRST     CLASS II
 FE0716
 FE0716.The horizontal coordinates were scaled from a topographic map and have
 FE0716.an estimated accuracy of +/- 6 seconds.
 FE0716
 FE0716.The orthometric height was determined by differential leveling
 FE0716.and adjusted by the National Geodetic Survey in June 1991..
 FE0716
 FE0716.The geoid height was determined by GEOID03.
 FE0716
 FE0716.The dynamic height is computed by dividing the NAVD 88
 FE0716.geopotential number by the normal gravity value computed on the
 FE0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0716.degrees latitude (g = 980.6199 gals.).
 FE0716
 FE0716.The modeled gravity was interpolated from observed gravity values.
 FE0716
 FE0716;                    North         East    Units  Estimated Accuracy
 FE0716;SPC TN       -   149,530.      347,350.      MT  (+/- 180 meters Scaled)
 FE0716
 FE0716                          SUPERSEDED SURVEY CONTROL
 FE0716
 FE0716  NGVD 29 (??/??/??)  150.557  (m)          493.95   (f) ADJUSTED    1 2
 FE0716
 FE0716.Superseded values are not recommended for survey control.
 FE0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0716.See file dsdata.txt to determine how the superseded data were derived.
 FE0716
 FE0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE379464(NAD 83)
 FE0716_MARKER: DB = BENCH MARK DISK
 FE0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0716_STAMPING: B 160 1944
 FE0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0716+STABILITY: SURFACE MOTION
 FE0716
 FE0716  HISTORY     - Date     Condition        Report By
 FE0716  HISTORY     - 1944     MONUMENTED       CGS
 FE0716  HISTORY     - 1948     GOOD             CGS
 FE0716  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0716
 FE0716                          STATION DESCRIPTION
 FE0716
 FE0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0716'2.2 MI N FROM JACKSON.
 FE0716'ABOUT 2.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0716'FROM THE UNION STATION AT JACKSON, 137 FEET SOUTH OF MILE POST
 FE0716'C 468, AT A GRAVEL ROAD CROSSING, 20.8 FEET WEST OF THE WEST
 FE0716'RAIL OF THE MAIN TRACK, 55 FEET NORTH OF THE CENTER LINE OF THE
 FE0716'GRAVEL ROAD, 33 FEET NORTH OF LAWERNCE STATION SIGN, 46 FEET
 FE0716'EAST OF THE EAST BRICK PORCH CORNER OF A FARM HOUSE, 2 FEET
 FE0716'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK
 FE0716'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0716
 FE0716                          STATION RECOVERY (2002)
 FE0716
 FE0716'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0716'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0332 ***********************************************************************
 GD0332  DESIGNATION -  B 162
 GD0332  PID         -  GD0332
 GD0332  STATE/COUNTY-  TN/WEAKLEY
 GD0332  USGS QUAD   -  MARTIN (1983)
 GD0332
 GD0332                         *CURRENT SURVEY CONTROL
 GD0332  ___________________________________________________________________
 GD0332* NAD 83(1986)-  36 19 28.     (N)    088 50 55.     (W)     SCALED    
 GD0332* NAVD 88     -       116.807  (meters)     383.22   (feet)  ADJUSTED  
 GD0332  ___________________________________________________________________
 GD0332  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0332  DYNAMIC HT  -         116.712 (meters)     382.91  (feet)  COMP
 GD0332  MODELED GRAV-     979,816.6   (mgal)                       NAVD 88
 GD0332
 GD0332  VERT ORDER  -  FIRST     CLASS II
 GD0332
 GD0332.The horizontal coordinates were scaled from a topographic map and have
 GD0332.an estimated accuracy of +/- 6 seconds.
 GD0332
 GD0332.The orthometric height was determined by differential leveling
 GD0332.and adjusted by the National Geodetic Survey in June 1991..
 GD0332
 GD0332.The geoid height was determined by GEOID03.
 GD0332
 GD0332.The dynamic height is computed by dividing the NAVD 88
 GD0332.geopotential number by the normal gravity value computed on the
 GD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0332.degrees latitude (g = 980.6199 gals.).
 GD0332
 GD0332.The modeled gravity was interpolated from observed gravity values.
 GD0332
 GD0332;                    North         East    Units  Estimated Accuracy
 GD0332;SPC TN       -   224,640.      344,260.      MT  (+/- 180 meters Scaled)
 GD0332
 GD0332                          SUPERSEDED SURVEY CONTROL
 GD0332
 GD0332  NGVD 29 (??/??/??)  116.820  (m)          383.27   (f) ADJUSTED    1 2
 GD0332
 GD0332.Superseded values are not recommended for survey control.
 GD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0332.See file dsdata.txt to determine how the superseded data were derived.
 GD0332
 GD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF340215(NAD 83)
 GD0332_MARKER: DB = BENCH MARK DISK
 GD0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0332_STAMPING: B 162 1944
 GD0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0332+STABILITY: SURFACE MOTION
 GD0332
 GD0332  HISTORY     - Date     Condition        Report By
 GD0332  HISTORY     - 1944     MONUMENTED       CGS
 GD0332  HISTORY     - 1948     GOOD             CGS
 GD0332  HISTORY     - 1967     GOOD             CGS
 GD0332
 GD0332                          STATION DESCRIPTION
 GD0332
 GD0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0332'1.5 MI S FROM MARTIN.
 GD0332'ABOUT 1.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0332'THE STATION AT MARTIN, 69 FEET NORTHWEST OF MILE POST C 419, AT
 GD0332'THE SOUTH END OF A FILL AND AT THE NORTH END OF A 10-FOOT CUT,
 GD0332'ABOUT 0.1 MILE SOUTH OF A TRESTLE, 33 FEET WEST OF THE WEST
 GD0332'RAIL, 59 FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW
 GD0332'OF POLES, 15 FEET EAST OF THE R/W FENCE, 3 FEET SOUTH OF A WHITE
 GD0332'WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP
 GD0332'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK IS NOW
 GD0332'0.8 OF A FOOT N OF A METAL WITNESS POST AND SIGN.
 GD0332
 GD0332                          STATION RECOVERY (1967)
 GD0332
 GD0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1842 ***********************************************************************
 GA1842  DESIGNATION -  B 163
 GA1842  PID         -  GA1842
 GA1842  STATE/COUNTY-  TN/HAWKINS
 GA1842  USGS QUAD   -  BULLS GAP (1976)
 GA1842
 GA1842                         *CURRENT SURVEY CONTROL
 GA1842  ___________________________________________________________________
 GA1842* NAD 83(1986)-  36 18 17.     (N)    083 01 36.     (W)     SCALED    
 GA1842* NAVD 88     -       367.699  (meters)    1206.36   (feet)  ADJUSTED  
 GA1842  ___________________________________________________________________
 GA1842  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1842  DYNAMIC HT  -         367.362 (meters)    1205.25  (feet)  COMP
 GA1842  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 GA1842
 GA1842  VERT ORDER  -  FIRST     CLASS I
 GA1842
 GA1842.The horizontal coordinates were scaled from a topographic map and have
 GA1842.an estimated accuracy of +/- 6 seconds.
 GA1842
 GA1842.The orthometric height was determined by differential leveling
 GA1842.and adjusted by the National Geodetic Survey in June 1991..
 GA1842
 GA1842.The geoid height was determined by GEOID03.
 GA1842
 GA1842.The dynamic height is computed by dividing the NAVD 88
 GA1842.geopotential number by the normal gravity value computed on the
 GA1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1842.degrees latitude (g = 980.6199 gals.).
 GA1842
 GA1842.The modeled gravity was interpolated from observed gravity values.
 GA1842
 GA1842;                    North         East    Units  Estimated Accuracy
 GA1842;SPC TN       -   222,780.      867,010.      MT  (+/- 180 meters Scaled)
 GA1842
 GA1842                          SUPERSEDED SURVEY CONTROL
 GA1842
 GA1842  NGVD 29 (??/??/92)  367.853  (m)         1206.86   (f) ADJ UNCH    1 1
 GA1842
 GA1842.Superseded values are not recommended for survey control.
 GA1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1842.See file dsdata.txt to determine how the superseded data were derived.
 GA1842
 GA1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA180196(NAD 83)
 GA1842_MARKER: DB = BENCH MARK DISK
 GA1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1842_STAMPING: B 163 1967
 GA1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1842+STABILITY: SURFACE MOTION
 GA1842
 GA1842  HISTORY     - Date     Condition        Report By
 GA1842  HISTORY     - 1967     MONUMENTED       CGS
 GA1842
 GA1842                          STATION DESCRIPTION
 GA1842
 GA1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1842'5.1 MI NE FROM BULLS GAP.
 GA1842'ABOUT 5.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1842'RAILROAD FROM THE STATION AT BULLS GAP, 0.35 MILE NORTHEAST
 GA1842'OF MILEPOST 82, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GA1842'TRACK, 26 FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 GA1842'AND A PRIVATE ROAD, 3 1/2 FEET NORTHWEST OF A FENCE, 1.4 FEET
 GA1842'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 GA1842'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GA1842'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1764 ***********************************************************************
 GA1764  DESIGNATION -  B 164
 GA1764  PID         -  GA1764
 GA1764  STATE/COUNTY-  TN/JEFFERSON
 GA1764  USGS QUAD   -  WHITE PINE (1961)
 GA1764
 GA1764                         *CURRENT SURVEY CONTROL
 GA1764  ___________________________________________________________________
 GA1764* NAD 83(1986)-  36 05 30.     (N)    083 15 13.     (W)     SCALED    
 GA1764* NAVD 88     -       311.792  (meters)    1022.94   (feet)  ADJUSTED  
 GA1764  ___________________________________________________________________
 GA1764  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1764  DYNAMIC HT  -         311.500 (meters)    1021.98  (feet)  COMP
 GA1764  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 GA1764
 GA1764  VERT ORDER  -  FIRST     CLASS I
 GA1764
 GA1764.The horizontal coordinates were scaled from a topographic map and have
 GA1764.an estimated accuracy of +/- 6 seconds.
 GA1764
 GA1764.The orthometric height was determined by differential leveling
 GA1764.and adjusted by the National Geodetic Survey in June 1991..
 GA1764
 GA1764.The geoid height was determined by GEOID03.
 GA1764
 GA1764.The dynamic height is computed by dividing the NAVD 88
 GA1764.geopotential number by the normal gravity value computed on the
 GA1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1764.degrees latitude (g = 980.6199 gals.).
 GA1764
 GA1764.The modeled gravity was interpolated from observed gravity values.
 GA1764
 GA1764;                    North         East    Units  Estimated Accuracy
 GA1764;SPC TN       -   198,560.      847,300.      MT  (+/- 180 meters Scaled)
 GA1764
 GA1764                          SUPERSEDED SURVEY CONTROL
 GA1764
 GA1764  NGVD 29 (??/??/92)  311.934  (m)         1023.40   (f) ADJ UNCH    1 1
 GA1764
 GA1764.Superseded values are not recommended for survey control.
 GA1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1764.See file dsdata.txt to determine how the superseded data were derived.
 GA1764
 GA1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV971964(NAD 83)
 GA1764_MARKER: DB = BENCH MARK DISK
 GA1764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1764_SP_SET: OVERPASS
 GA1764_STAMPING: B 164 1967
 GA1764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1764
 GA1764  HISTORY     - Date     Condition        Report By
 GA1764  HISTORY     - 1967     MONUMENTED       CGS
 GA1764
 GA1764                          STATION DESCRIPTION
 GA1764
 GA1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1764'2.6 MI SE FROM WHITE PINE.
 GA1764'ABOUT 2.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1764'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 0.4 MILE SOUTHEAST
 GA1764'OF MILEPOST 217, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GA1764'TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GA1764'CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR BETHCAR ROAD, AND
 GA1764'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1203 ***********************************************************************
 FB1203  DESIGNATION -  B 165
 FB1203  PID         -  FB1203
 FB1203  STATE/COUNTY-  TN/COCKE
 FB1203  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1203
 FB1203                         *CURRENT SURVEY CONTROL
 FB1203  ___________________________________________________________________
 FB1203* NAD 83(1986)-  35 55 18.     (N)    083 00 04.     (W)     SCALED    
 FB1203* NAVD 88     -       349.736  (meters)    1147.43   (feet)  ADJUSTED  
 FB1203  ___________________________________________________________________
 FB1203  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1203  DYNAMIC HT  -         349.399 (meters)    1146.32  (feet)  COMP
 FB1203  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 FB1203
 FB1203  VERT ORDER  -  FIRST     CLASS I
 FB1203
 FB1203.The horizontal coordinates were scaled from a topographic map and have
 FB1203.an estimated accuracy of +/- 6 seconds.
 FB1203
 FB1203.The orthometric height was determined by differential leveling
 FB1203.and adjusted by the National Geodetic Survey in June 1991..
 FB1203
 FB1203.The geoid height was determined by GEOID03.
 FB1203
 FB1203.The dynamic height is computed by dividing the NAVD 88
 FB1203.geopotential number by the normal gravity value computed on the
 FB1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1203.degrees latitude (g = 980.6199 gals.).
 FB1203
 FB1203.The modeled gravity was interpolated from observed gravity values.
 FB1203
 FB1203;                    North         East    Units  Estimated Accuracy
 FB1203;SPC TN       -   180,370.      870,600.      MT  (+/- 180 meters Scaled)
 FB1203
 FB1203                          SUPERSEDED SURVEY CONTROL
 FB1203
 FB1203  NGVD 29 (??/??/92)  349.884  (m)         1147.91   (f) ADJ UNCH    1 1
 FB1203
 FB1203.Superseded values are not recommended for survey control.
 FB1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1203.See file dsdata.txt to determine how the superseded data were derived.
 FB1203
 FB1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV194771(NAD 83)
 FB1203_MARKER: DB = BENCH MARK DISK
 FB1203_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FB1203_SP_SET: 22 1/2 FEET
 FB1203_STAMPING: B 165 1967
 FB1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1203
 FB1203  HISTORY     - Date     Condition        Report By
 FB1203  HISTORY     - 1967     MONUMENTED       CGS
 FB1203
 FB1203                          STATION DESCRIPTION
 FB1203
 FB1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1203'1.4 MI SE FROM DEL RIO.
 FB1203'ABOUT 1.45 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1203'RAILROAD FROM THE STATION AT DEL RIO, 0.25 MILE SOUTHEAST OF
 FB1203'MILEPOST 194, 23 1/2 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 FB1203'OF THE RAILROAD AND A PRIVATE ROAD, 18 1/2 FEET SOUTHWEST OF THE
 FB1203'SOUTHWEST RAIL OF THE TRACK, 30 1/2 FEET SOUTHEAST OF A SEMAPHORE
 FB1203'WHICH SUPPORTS TWO METAL CONTROL BOXES, 27 1/2 FEET NORTHWEST OF
 FB1203'A POLE, 9 FEET NORTHWEST OF THE CENTERLINE OF A TRAIL ROAD, 1 1/2
 FB1203'FEET NORTHEAST OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS
 FB1203'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 FB1203'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 FB1203'OF 22 1/2 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS
 FB1203'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0202 ***********************************************************************
 GD0202  DESIGNATION -  B 166
 GD0202  PID         -  GD0202
 GD0202  STATE/COUNTY-  TN/HENRY
 GD0202  USGS QUAD   -  PARIS LANDING (1981)
 GD0202
 GD0202                         *CURRENT SURVEY CONTROL
 GD0202  ___________________________________________________________________
 GD0202* NAD 83(1986)-  36 26 32.     (N)    088 05 28.     (W)     SCALED    
 GD0202* NAVD 88     -       132.349  (meters)     434.21   (feet)  ADJUSTED  
 GD0202  ___________________________________________________________________
 GD0202  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GD0202  DYNAMIC HT  -         132.240 (meters)     433.86  (feet)  COMP
 GD0202  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GD0202
 GD0202  VERT ORDER  -  FIRST     CLASS II
 GD0202
 GD0202.The horizontal coordinates were scaled from a topographic map and have
 GD0202.an estimated accuracy of +/- 6 seconds.
 GD0202
 GD0202.The orthometric height was determined by differential leveling
 GD0202.and adjusted by the National Geodetic Survey in June 1991..
 GD0202
 GD0202.The geoid height was determined by GEOID03.
 GD0202
 GD0202.The dynamic height is computed by dividing the NAVD 88
 GD0202.geopotential number by the normal gravity value computed on the
 GD0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0202.degrees latitude (g = 980.6199 gals.).
 GD0202
 GD0202.The modeled gravity was interpolated from observed gravity values.
 GD0202
 GD0202;                    North         East    Units  Estimated Accuracy
 GD0202;SPC TN       -   235,990.      412,530.      MT  (+/- 180 meters Scaled)
 GD0202
 GD0202                          SUPERSEDED SURVEY CONTROL
 GD0202
 GD0202  NGVD 29 (??/??/??)  132.393  (m)          434.36   (f) ADJUSTED    1 2
 GD0202
 GD0202.Superseded values are not recommended for survey control.
 GD0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0202.See file dsdata.txt to determine how the superseded data were derived.
 GD0202
 GD0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF022335(NAD 83)
 GD0202_MARKER: DB = BENCH MARK DISK
 GD0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0202_STAMPING: B 166 1947
 GD0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0202+STABILITY: SURFACE MOTION
 GD0202
 GD0202  HISTORY     - Date     Condition        Report By
 GD0202  HISTORY     - 1947     MONUMENTED       CGS
 GD0202  HISTORY     - 1971     GOOD             NGS
 GD0202
 GD0202                          STATION DESCRIPTION
 GD0202
 GD0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0202'17.4 MI NE FROM PARIS.
 GD0202'ABOUT 17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0202'COURTHOUSE AT PARIS, THENCE ABOUT 0.45 MILE NORTHWEST ALONG STATE
 GD0202'HIGHWAY 119, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST
 GD0202'TO THE U.S. COAST GUARD PARIS DEPOT, IN THE NORTH CORNER OF A
 GD0202'FARMHOUSE YARD, 58 FEET NORTHWEST OF THE EAST CORNER OF THE
 GD0202'FARMHOUSE, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GD0202'ABOUT ON THE PROLONGATION OF THE CENTER LINE OF THE ROAD LEADING
 GD0202'NORTHEAST, 13 FEET EAST OF THE EAST CORNER OF A LOG SHED, 6 FEET
 GD0202'SOUTHEAST OF A 16-INCH PEAR TREE, ABOUT LEVEL WITH THE HIGHWAY,
 GD0202'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GD0202
 GD0202                          STATION RECOVERY (1971)
 GD0202
 GD0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1561 ***********************************************************************
 GC1561  DESIGNATION -  B 168
 GC1561  PID         -  GC1561
 GC1561  STATE/COUNTY-  TN/HUMPHREYS
 GC1561  USGS QUAD   -  WAVERLY (1987)
 GC1561
 GC1561                         *CURRENT SURVEY CONTROL
 GC1561  ___________________________________________________________________
 GC1561* NAD 83(1986)-  36 05 08.     (N)    087 49 43.     (W)     SCALED    
 GC1561* NAVD 88     -       148.334  (meters)     486.66   (feet)  ADJUSTED  
 GC1561  ___________________________________________________________________
 GC1561  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GC1561  DYNAMIC HT  -         148.206 (meters)     486.24  (feet)  COMP
 GC1561  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 GC1561
 GC1561  VERT ORDER  -  FIRST     CLASS II
 GC1561
 GC1561.The horizontal coordinates were scaled from a topographic map and have
 GC1561.an estimated accuracy of +/- 6 seconds.
 GC1561
 GC1561.The orthometric height was determined by differential leveling
 GC1561.and adjusted by the National Geodetic Survey in June 1991..
 GC1561
 GC1561.The geoid height was determined by GEOID03.
 GC1561
 GC1561.The dynamic height is computed by dividing the NAVD 88
 GC1561.geopotential number by the normal gravity value computed on the
 GC1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1561.degrees latitude (g = 980.6199 gals.).
 GC1561
 GC1561.The modeled gravity was interpolated from observed gravity values.
 GC1561
 GC1561;                    North         East    Units  Estimated Accuracy
 GC1561;SPC TN       -   195,950.      435,320.      MT  (+/- 180 meters Scaled)
 GC1561
 GC1561                          SUPERSEDED SURVEY CONTROL
 GC1561
 GC1561  NGVD 29 (??/??/92)  148.365  (m)          486.76   (f) ADJ UNCH    1 2
 GC1561
 GC1561.Superseded values are not recommended for survey control.
 GC1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1561.See file dsdata.txt to determine how the superseded data were derived.
 GC1561
 GC1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE253937(NAD 83)
 GC1561_MARKER: DB = BENCH MARK DISK
 GC1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1561_SP_SET: CULVERT
 GC1561_STAMPING: B 168 1947
 GC1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1561
 GC1561  HISTORY     - Date     Condition        Report By
 GC1561  HISTORY     - 1947     MONUMENTED       CGS
 GC1561  HISTORY     - 1972     GOOD             TVA
 GC1561  HISTORY     - 1988     GOOD             USPSQD
 GC1561
 GC1561                          STATION DESCRIPTION
 GC1561
 GC1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1561'2.1 MI W FROM WAVERLY.
 GC1561'2.1 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1561'RAILWAY FROM THE STATION AT WAVERLY, 130 FEET SOUTHWEST ACROSS
 GC1561'THE TRACK AND A GRAVEL ROAD FROM POLE 68/25, ABOUT 100 YARDS
 GC1561'SOUTH ACROSS THE TRACK AND A GRAVEL ROAD FROM A WHITE FARMHOUSE,
 GC1561'AT A 3-FOOT CONCRETE PIPE CULVERT UNDER THE GRAVEL ROAD
 GC1561'PARALLELING THE TRACK, IN THE TOP OF THE WEST END OF THE SOUTH
 GC1561'CONCRETE HEAD WALL, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GC1561'9 FEET EAST OF THE ROY E. KEMP MAIL BOX, AND ABOUT LEVEL WITH THE
 GC1561'ROAD.
 GC1561
 GC1561                          STATION RECOVERY (1972)
 GC1561
 GC1561'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1561'RECOVERED IN GOOD CONDITION.
 GC1561
 GC1561                          STATION RECOVERY (1988)
 GC1561
 GC1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0091 ***********************************************************************
 FE0091  DESIGNATION -  B 169
 FE0091  PID         -  FE0091
 FE0091  STATE/COUNTY-  TN/DECATUR
 FE0091  USGS QUAD   -  SUGAR TREE (1986)
 FE0091
 FE0091                         *CURRENT SURVEY CONTROL
 FE0091  ___________________________________________________________________
 FE0091* NAD 83(1986)-  35 48 37.     (N)    088 01 17.     (W)     SCALED    
 FE0091* NAVD 88     -       162.749  (meters)     533.95   (feet)  ADJUSTED  
 FE0091  ___________________________________________________________________
 FE0091  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0091  DYNAMIC HT  -         162.608 (meters)     533.49  (feet)  COMP
 FE0091  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 FE0091
 FE0091  VERT ORDER  -  FIRST     CLASS II
 FE0091
 FE0091.The horizontal coordinates were scaled from a topographic map and have
 FE0091.an estimated accuracy of +/- 6 seconds.
 FE0091
 FE0091.The orthometric height was determined by differential leveling
 FE0091.and adjusted by the National Geodetic Survey in June 1991..
 FE0091
 FE0091.The geoid height was determined by GEOID03.
 FE0091
 FE0091.The dynamic height is computed by dividing the NAVD 88
 FE0091.geopotential number by the normal gravity value computed on the
 FE0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0091.degrees latitude (g = 980.6199 gals.).
 FE0091
 FE0091.The modeled gravity was interpolated from observed gravity values.
 FE0091
 FE0091;                    North         East    Units  Estimated Accuracy
 FE0091;SPC TN       -   165,750.      417,330.      MT  (+/- 180 meters Scaled)
 FE0091
 FE0091                          SUPERSEDED SURVEY CONTROL
 FE0091
 FE0091  NGVD 29 (??/??/??)  162.768  (m)          534.01   (f) ADJUSTED    1 2
 FE0091
 FE0091.Superseded values are not recommended for survey control.
 FE0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0091.See file dsdata.txt to determine how the superseded data were derived.
 FE0091
 FE0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE077633(NAD 83)
 FE0091_MARKER: DB = BENCH MARK DISK
 FE0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0091_STAMPING: B 169 1947
 FE0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0091+STABILITY: SURFACE MOTION
 FE0091
 FE0091  HISTORY     - Date     Condition        Report By
 FE0091  HISTORY     - 1947     MONUMENTED       CGS
 FE0091  HISTORY     - 1972     GOOD             TVA
 FE0091
 FE0091                          STATION DESCRIPTION
 FE0091
 FE0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0091'16.8 MI NE FROM PARSONS.
 FE0091'ABOUT 15.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0091'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, THENCE
 FE0091'ABOUT 0.3 MILE EAST AND 1.3 MILES SOUTHEAST ALONG HOG CREEK
 FE0091'ROAD, ABOUT 1.7 MILES SOUTHEAST OF THE POST OFFICE AT SUGAR
 FE0091'TREE, ABOUT 0.15 MILE EAST ALONG THE EAST FORK OF HOG CREEK
 FE0091'ROAD FROM THE JUNCTION OF THE SOUTH FORK OF HOG CREEK ROAD,
 FE0091'AT THE NORTHEAST CORNER OF THE YARD OF A SMALL FRAME FARMHOUSE
 FE0091'SOUTH OF THE ROAD, 90 FEET NORTHEAST OF THE NORTHEAST CORNER
 FE0091'OF THE FARMHOUSE, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 FE0091'19 FEET WEST OF A 6-INCH BLAZED OAK TREE, 2 FEET EAST OF A WHITE
 FE0091'WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD,
 FE0091'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 FE0091'NOTE-- 15.3 FT NE OF 20 IN PINE - (BLAZED TRIANGLE), 21.6 FT E
 FE0091'OF 14 IN HICKORY (BLAZED TRIANGLE).  TVA POST AND SIGN SET AT
 FE0091'MARKER.
 FE0091
 FE0091                          STATION RECOVERY (1972)
 FE0091
 FE0091'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0495 ***********************************************************************
 FF0495  DESIGNATION -  B 17
 FF0495  PID         -  FF0495
 FF0495  STATE/COUNTY-  TN/SHELBY
 FF0495  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0495
 FF0495                         *CURRENT SURVEY CONTROL
 FF0495  ___________________________________________________________________
 FF0495* NAD 83(1995)-  35 07 16.89417(N)    090 01 16.69357(W)     ADJUSTED  
 FF0495* NAVD 88     -        96.602  (meters)     316.94   (feet)  ADJUSTED  
 FF0495  ___________________________________________________________________
 FF0495  X           -      -1,941.927 (meters)                     COMP
 FF0495  Y           -  -5,222,748.921 (meters)                     COMP
 FF0495  Z           -   3,648,927.489 (meters)                     COMP
 FF0495  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FF0495  ELLIP HEIGHT-          69.26  (meters)          (05/31/05) GPS OBS
 FF0495  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0495  DYNAMIC HT  -          96.514 (meters)     316.65  (feet)  COMP
 FF0495  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FF0495
 FF0495  HORZ ORDER  -  FIRST
 FF0495  VERT ORDER  -  FIRST     CLASS II
 FF0495  ELLP ORDER  -  FOURTH    CLASS II
 FF0495
 FF0495.The horizontal coordinates were established by GPS observations
 FF0495.and adjusted by the National Geodetic Survey in May 2005..
 FF0495
 FF0495.The orthometric height was determined by differential leveling
 FF0495.and adjusted by the National Geodetic Survey in June 1991..
 FF0495
 FF0495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0495
 FF0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0495
 FF0495.The ellipsoidal height was determined by GPS observations
 FF0495.and is referenced to NAD 83.
 FF0495
 FF0495.The geoid height was determined by GEOID03.
 FF0495
 FF0495.The dynamic height is computed by dividing the NAVD 88
 FF0495.geopotential number by the normal gravity value computed on the
 FF0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0495.degrees latitude (g = 980.6199 gals.).
 FF0495
 FF0495.The modeled gravity was interpolated from observed gravity values.
 FF0495
 FF0495;                    North         East     Units Scale Factor Converg.
 FF0495;SPC TN       -    94,962.307   233,539.267   MT  1.00002519   -2 21 15.2
 FF0495;SPC TN       -   311,555.50    766,203.41   sFT  1.00002519   -2 21 15.2
 FF0495;UTM  15      - 3,890,563.109   771,450.702   MT  1.00050822   +1 42 53.0
 FF0495;UTM  16      - 3,890,680.217   224,665.225   MT  1.00053440   -1 44 21.4
 FF0495
 FF0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0495!SPC TN       -   0.99998913  x   1.00002519  =   1.00001432
 FF0495!UTM  15      -   0.99998913  x   1.00050822  =   1.00049734
 FF0495!UTM  16      -   0.99998913  x   1.00053440  =   1.00052352
 FF0495
 FF0495                          SUPERSEDED SURVEY CONTROL
 FF0495
 FF0495  NAVD 88 (05/31/05)   96.60   (m)          316.9    (f) LEVELING    3  
 FF0495  NGVD 29 (??/??/??)   96.570  (m)          316.83   (f) ADJUSTED    1 2
 FF0495
 FF0495.Superseded values are not recommended for survey control.
 FF0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0495.See file dsdata.txt to determine how the superseded data were derived.
 FF0495
 FF0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7145190563(NAD 83)
 FF0495_MARKER: DB = BENCH MARK DISK
 FF0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0495_SP_SET: CURB
 FF0495_STAMPING: B 17 1934
 FF0495_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0495+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FF0495
 FF0495  HISTORY     - Date     Condition        Report By
 FF0495  HISTORY     - 1934     MONUMENTED       CGS
 FF0495  HISTORY     - 1938     GOOD             CGS
 FF0495  HISTORY     - 1943     GOOD             CGS
 FF0495  HISTORY     - 19950722 GOOD             TN1620
 FF0495  HISTORY     - 20021030 GOOD             USACE
 FF0495  HISTORY     - 20030702 GOOD             EMCINC
 FF0495
 FF0495                          STATION DESCRIPTION
 FF0495
 FF0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0495'AT MEMPHIS.
 FF0495'AT MEMPHIS, SHELBY COUNTY ON THE SOUTHERN RAILWAY, IN THE CONCRETE
 FF0495'BRIDGE OVER BELLEVUE BOULEVARD, 57 FEET NORTHWEST OF THE SOUTHEAST
 FF0495'CORNER OF THE BRIDGE, 24 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 FF0495'MAIN TRACK, AND ABOUT IN LINE WITH THE EAST CURB OF THE BOULEVARD.
 FF0495'A STANDARD DISK, STAMPED B 17 1934.
 FF0495
 FF0495                          STATION RECOVERY (1943)
 FF0495
 FF0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 FF0495'RECOVERED IN GOOD CONDITION.
 FF0495
 FF0495                          STATION RECOVERY (1995)
 FF0495
 FF0495'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0495'RECOVERED IN GOOD CONDITION.
 FF0495
 FF0495                          STATION RECOVERY (2002)
 FF0495
 FF0495'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0495'RECOVERED IN GOOD CONDITION.
 FF0495
 FF0495                          STATION RECOVERY (2003)
 FF0495
 FF0495'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0495'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1252 ***********************************************************************
 FD1252  DESIGNATION -  B 170
 FD1252  PID         -  FD1252
 FD1252  STATE/COUNTY-  TN/PERRY
 FD1252  USGS QUAD   -  POPE (1973)
 FD1252
 FD1252                         *CURRENT SURVEY CONTROL
 FD1252  ___________________________________________________________________
 FD1252* NAD 83(1986)-  35 33 32.     (N)    087 57 50.     (W)     SCALED    
 FD1252* NAVD 88     -       116.364  (meters)     381.77   (feet)  ADJUSTED  
 FD1252  ___________________________________________________________________
 FD1252  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1252  DYNAMIC HT  -         116.258 (meters)     381.42  (feet)  COMP
 FD1252  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 FD1252
 FD1252  VERT ORDER  -  FIRST     CLASS II
 FD1252
 FD1252.The horizontal coordinates were scaled from a topographic map and have
 FD1252.an estimated accuracy of +/- 6 seconds.
 FD1252
 FD1252.The orthometric height was determined by differential leveling
 FD1252.and adjusted by the National Geodetic Survey in June 1991..
 FD1252
 FD1252.The geoid height was determined by GEOID03.
 FD1252
 FD1252.The dynamic height is computed by dividing the NAVD 88
 FD1252.geopotential number by the normal gravity value computed on the
 FD1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1252.degrees latitude (g = 980.6199 gals.).
 FD1252
 FD1252.The modeled gravity was interpolated from observed gravity values.
 FD1252
 FD1252;                    North         East    Units  Estimated Accuracy
 FD1252;SPC TN       -   137,760.      421,970.      MT  (+/- 180 meters Scaled)
 FD1252
 FD1252                          SUPERSEDED SURVEY CONTROL
 FD1252
 FD1252  NGVD 29 (??/??/92)  116.372  (m)          381.80   (f) ADJ UNCH    1 2
 FD1252
 FD1252.Superseded values are not recommended for survey control.
 FD1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1252.See file dsdata.txt to determine how the superseded data were derived.
 FD1252
 FD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE126354(NAD 83)
 FD1252_MARKER: DD = SURVEY DISK
 FD1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1252_SP_SET: CULVERT
 FD1252_STAMPING: B 170 1947
 FD1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1252
 FD1252  HISTORY     - Date     Condition        Report By
 FD1252  HISTORY     - 1947     MONUMENTED       TVA
 FD1252  HISTORY     - 1947     GOOD             NGS
 FD1252
 FD1252                          STATION DESCRIPTION
 FD1252
 FD1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1252'7.6 MI SE FROM POPE.
 FD1252'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM THE
 FD1252'JUNCTION OF STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1252'MILES EAST, THENCE ABOUT 3.35 MILES SOUTH ALONG A GRAVEL ROAD,
 FD1252'ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING
 FD1252'WEST, SET IN THE TOP OF THE CENTER OF THE EAST HEAD WALL OF A
 FD1252'DOUBLE 24-FOOT CONCRETE BOX CULVERT AT THE FOOT OF A STEEP
 FD1252'GRADE, 12 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 FD1252'THE ROAD.  MARK FOUND UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0214 ***********************************************************************
 FE0214  DESIGNATION -  B 171
 FE0214  PID         -  FE0214
 FE0214  STATE/COUNTY-  TN/HARDIN
 FE0214  USGS QUAD   -  HOOKERS BEND (1972)
 FE0214
 FE0214                         *CURRENT SURVEY CONTROL
 FE0214  ___________________________________________________________________
 FE0214* NAD 83(1986)-  35 19 12.     (N)    088 13 43.     (W)     SCALED    
 FE0214* NAVD 88     -       135.452  (meters)     444.40   (feet)  ADJUSTED  
 FE0214  ___________________________________________________________________
 FE0214  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE0214  DYNAMIC HT  -         135.329 (meters)     443.99  (feet)  COMP
 FE0214  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 FE0214
 FE0214  VERT ORDER  -  FIRST     CLASS II
 FE0214
 FE0214.The horizontal coordinates were scaled from a topographic map and have
 FE0214.an estimated accuracy of +/- 6 seconds.
 FE0214
 FE0214.The orthometric height was determined by differential leveling
 FE0214.and adjusted by the National Geodetic Survey in June 1991..
 FE0214
 FE0214.The geoid height was determined by GEOID03.
 FE0214
 FE0214.The dynamic height is computed by dividing the NAVD 88
 FE0214.geopotential number by the normal gravity value computed on the
 FE0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0214.degrees latitude (g = 980.6199 gals.).
 FE0214
 FE0214.The modeled gravity was interpolated from observed gravity values.
 FE0214
 FE0214;                    North         East    Units  Estimated Accuracy
 FE0214;SPC TN       -   111,780.      397,370.      MT  (+/- 180 meters Scaled)
 FE0214
 FE0214                          SUPERSEDED SURVEY CONTROL
 FE0214
 FE0214  NGVD 29 (??/??/??)  135.462  (m)          444.43   (f) ADJUSTED    1 2
 FE0214
 FE0214.Superseded values are not recommended for survey control.
 FE0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0214.See file dsdata.txt to determine how the superseded data were derived.
 FE0214
 FE0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE883092(NAD 83)
 FE0214_MARKER: DD = SURVEY DISK
 FE0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0214_STAMPING: B 171 1947
 FE0214_MARK LOGO: TVA   
 FE0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0214+STABILITY: SURFACE MOTION
 FE0214
 FE0214  HISTORY     - Date     Condition        Report By
 FE0214  HISTORY     - 1947     MONUMENTED       TVA
 FE0214  HISTORY     - 1947     GOOD             CGS
 FE0214  HISTORY     - 1949     GOOD             CGS
 FE0214
 FE0214                          STATION DESCRIPTION
 FE0214
 FE0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0214'0.6 MI E FROM PROSPECT.
 FE0214'0.6 MILE EAST ALONG A GRAVEL ROAD FROM THE UNION SCHOOL AT
 FE0214'PROSPECT, AT THE SOUTHWEST CORNER OF SCOTTS GENERAL STORE BUILDING,
 FE0214'55 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST
 FE0214'OF THE SOUTHWEST CORNER OF THE BUILDING, 2 FEET SOUTHWEST OF A
 FE0214'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET
 FE0214'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- A
 FE0214'STEEL POST WAS SET 2.0 FEET NORTH OF MARKER.
 FE0214
 FE0214                          STATION RECOVERY (1949)
 FE0214
 FE0214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0466 ***********************************************************************
 GC0466  DESIGNATION -  B 172
 GC0466  PID         -  GC0466
 GC0466  STATE/COUNTY-  TN/DAVIDSON
 GC0466  USGS QUAD   -  BELLEVUE (1983)
 GC0466
 GC0466                         *CURRENT SURVEY CONTROL
 GC0466  ___________________________________________________________________
 GC0466* NAD 83(1986)-  36 05 15.     (N)    086 52 54.     (W)     SCALED    
 GC0466* NAVD 88     -       177.849  (meters)     583.49   (feet)  ADJUSTED  
 GC0466  ___________________________________________________________________
 GC0466  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0466  DYNAMIC HT  -         177.695 (meters)     582.99  (feet)  COMP
 GC0466  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GC0466
 GC0466  VERT ORDER  -  FIRST     CLASS II
 GC0466
 GC0466.The horizontal coordinates were scaled from a topographic map and have
 GC0466.an estimated accuracy of +/- 6 seconds.
 GC0466
 GC0466.The orthometric height was determined by differential leveling
 GC0466.and adjusted by the National Geodetic Survey in June 1991..
 GC0466
 GC0466.The geoid height was determined by GEOID03.
 GC0466
 GC0466.The dynamic height is computed by dividing the NAVD 88
 GC0466.geopotential number by the normal gravity value computed on the
 GC0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0466.degrees latitude (g = 980.6199 gals.).
 GC0466
 GC0466.The modeled gravity was interpolated from observed gravity values.
 GC0466
 GC0466;                    North         East    Units  Estimated Accuracy
 GC0466;SPC TN       -   194,980.      520,600.      MT  (+/- 180 meters Scaled)
 GC0466
 GC0466                          SUPERSEDED SURVEY CONTROL
 GC0466
 GC0466  NGVD 29 (??/??/92)  177.865  (m)          583.55   (f) ADJ UNCH    1 2
 GC0466
 GC0466.Superseded values are not recommended for survey control.
 GC0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0466.See file dsdata.txt to determine how the superseded data were derived.
 GC0466
 GC0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE106936(NAD 83)
 GC0466_MARKER: DB = BENCH MARK DISK
 GC0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0466_SP_SET: GUARDRAIL
 GC0466_STAMPING: B 172 1948
 GC0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0466
 GC0466  HISTORY     - Date     Condition        Report By
 GC0466  HISTORY     - 1948     MONUMENTED       CGS
 GC0466  HISTORY     - 1949     GOOD             NGS
 GC0466
 GC0466                          STATION DESCRIPTION
 GC0466
 GC0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0466'8.2 MI W FROM NASHVILLE.
 GC0466'8.15 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0466'RAILWAY FROM THE UNION STATION AT NASHVILLE, ABOUT 6 1/2 POLES
 GC0466'SOUTHWEST OF MILE POST 8, BETWEEN THE RAILWAY AND STATE HIGHWAY
 GC0466'100, SET IN THE TOP OF THE EAST CORNER OF A 3 BY 3-FOOT MASONRY
 GC0466'GUARD RAIL POST ALONG THE HIGHWAY, IN THE FOURTH POST FROM THE
 GC0466'NORTHEAST END OF THE GUARD FENCE, 38 FEET SOUTHEAST OF THE SOUTHEAST
 GC0466'RAIL OF THE TRACK, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 GC0466'HIGHWAY AND ABOUT 3 FEET ABOVE THE HIGHWAY.  NOTE-- MARK IS ABOUT
 GC0466'4.15 MILES EAST OF THE MAIN ROAD CROSSING AT BELLEVUE.
 GC0466
 GC0466                          STATION RECOVERY (1949)
 GC0466
 GC0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1542 ***********************************************************************
 GC1542  DESIGNATION -  B 173
 GC1542  PID         -  GC1542
 GC1542  STATE/COUNTY-  TN/HUMPHREYS
 GC1542  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1542
 GC1542                         *CURRENT SURVEY CONTROL
 GC1542  ___________________________________________________________________
 GC1542* NAD 83(1986)-  36 06 24.     (N)    087 35 40.     (W)     SCALED    
 GC1542* NAVD 88     -       216.198  (meters)     709.31   (feet)  ADJUSTED  
 GC1542  ___________________________________________________________________
 GC1542  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1542  DYNAMIC HT  -         216.009 (meters)     708.69  (feet)  COMP
 GC1542  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 GC1542
 GC1542  VERT ORDER  -  FIRST     CLASS II
 GC1542
 GC1542.The horizontal coordinates were scaled from a topographic map and have
 GC1542.an estimated accuracy of +/- 6 seconds.
 GC1542
 GC1542.The orthometric height was determined by differential leveling
 GC1542.and adjusted by the National Geodetic Survey in June 1991..
 GC1542
 GC1542.The geoid height was determined by GEOID03.
 GC1542
 GC1542.The dynamic height is computed by dividing the NAVD 88
 GC1542.geopotential number by the normal gravity value computed on the
 GC1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1542.degrees latitude (g = 980.6199 gals.).
 GC1542
 GC1542.The modeled gravity was interpolated from observed gravity values.
 GC1542
 GC1542;                    North         East    Units  Estimated Accuracy
 GC1542;SPC TN       -   197,920.      456,450.      MT  (+/- 180 meters Scaled)
 GC1542
 GC1542                          SUPERSEDED SURVEY CONTROL
 GC1542
 GC1542  NGVD 29 (??/??/92)  216.203  (m)          709.33   (f) ADJ UNCH    1 2
 GC1542
 GC1542.Superseded values are not recommended for survey control.
 GC1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1542.See file dsdata.txt to determine how the superseded data were derived.
 GC1542
 GC1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE464959(NAD 83)
 GC1542_MARKER: DB = BENCH MARK DISK
 GC1542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1542_SP_SET: CULVERT
 GC1542_STAMPING: B 173 1948
 GC1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1542
 GC1542  HISTORY     - Date     Condition        Report By
 GC1542  HISTORY     - 1948     MONUMENTED       CGS
 GC1542  HISTORY     - 1972     GOOD             TVA
 GC1542
 GC1542                          STATION DESCRIPTION
 GC1542
 GC1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1542'2.4 MI E FROM MC EWEN.
 GC1542'2.45 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1542'RAILWAY FROM THE STATION AT MC EWEN, ABOUT 30 FEET SOUTHEAST OF
 GC1542'POLE 54+14, 44 FEET NORTHEAST OF THE NORTHEAST RAIL OF TRACK, SET
 GC1542'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A
 GC1542'30-INCH CONCRETE PIPE CULVERT, ABOUT 3 1/2 RAILS WEST OF RAILWAY
 GC1542'SURVEY STATION NO 2870+00, 100 YARDS NORTHWEST OF THE NORTHWEST
 GC1542'END OF A LONG DEEP THRU CUT, AND ABOUT 18 FEET BELOW THE TRACK
 GC1542'LEVEL.
 GC1542
 GC1542                          STATION RECOVERY (1972)
 GC1542
 GC1542'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0532 ***********************************************************************
 FE0532  DESIGNATION -  B 174
 FE0532  PID         -  FE0532
 FE0532  STATE/COUNTY-  TN/MCNAIRY
 FE0532  USGS QUAD   -  PURDY (1984)
 FE0532
 FE0532                         *CURRENT SURVEY CONTROL
 FE0532  ___________________________________________________________________
 FE0532* NAD 83(1986)-  35 10 45.     (N)    088 35 11.     (W)     SCALED    
 FE0532* NAVD 88     -       136.644  (meters)     448.31   (feet)  ADJUSTED  
 FE0532  ___________________________________________________________________
 FE0532  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0532  DYNAMIC HT  -         136.517 (meters)     447.89  (feet)  COMP
 FE0532  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FE0532
 FE0532  VERT ORDER  -  FIRST     CLASS II
 FE0532
 FE0532.The horizontal coordinates were scaled from a topographic map and have
 FE0532.an estimated accuracy of +/- 6 seconds.
 FE0532
 FE0532.The orthometric height was determined by differential leveling
 FE0532.and adjusted by the National Geodetic Survey in June 1991..
 FE0532
 FE0532.The geoid height was determined by GEOID03.
 FE0532
 FE0532.The dynamic height is computed by dividing the NAVD 88
 FE0532.geopotential number by the normal gravity value computed on the
 FE0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0532.degrees latitude (g = 980.6199 gals.).
 FE0532
 FE0532.The modeled gravity was interpolated from observed gravity values.
 FE0532
 FE0532;                    North         East    Units  Estimated Accuracy
 FE0532;SPC TN       -    96,960.      364,430.      MT  (+/- 180 meters Scaled)
 FE0532
 FE0532                          SUPERSEDED SURVEY CONTROL
 FE0532
 FE0532  NGVD 29 (??/??/??)  136.640  (m)          448.29   (f) ADJUSTED    1 2
 FE0532
 FE0532.Superseded values are not recommended for survey control.
 FE0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0532.See file dsdata.txt to determine how the superseded data were derived.
 FE0532
 FE0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD555940(NAD 83)
 FE0532_MARKER: DB = BENCH MARK DISK
 FE0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0532_STAMPING: B 174 1948
 FE0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0532+STABILITY: SURFACE MOTION
 FE0532
 FE0532  HISTORY     - Date     Condition        Report By
 FE0532  HISTORY     - 1948     MONUMENTED       CGS
 FE0532  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0532
 FE0532                          STATION DESCRIPTION
 FE0532
 FE0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0532'0.8 MI NE FROM SELMER.
 FE0532'ABOUT 0.75 MILE NORTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0532'RAILROAD FROM THE STATION AT SELMER, ABOUT 0.75 MILE NORTH OF
 FE0532'MILE POST 348, ABOUT 0.25 MILE SOUTHWEST OF MILE POST 349, ABOUT
 FE0532'0.15 MILE NORTH OF A SIGN SELMER CORPORATION LIMITS, 53.5 FEET
 FE0532'WEST OF THE WEST RAIL OF THE MAIN TRACK, 18 FEET EAST OF THE
 FE0532'CENTER LINE OF THE SOUTH TANGENT OF A ROAD PARALLELING THE
 FE0532'TRACK TO THE SOUTH, THENCE TURNING NORTHWEST, AT THE NORTH END
 FE0532'OF A SMALL CUT, 30.5 FEET NORTH OF A 22-INCH HICKORY TREE, 48
 FE0532'FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WHITE
 FE0532'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 FE0532'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A STEEL POST
 FE0532'SET 2 FEET SOUTHWEST OF MARKER.  THERE HAS BEEN A SEWER LINE
 FE0532'CONSTRUCTED IN THIS AREA AND BROKE PARTS OF A CONCRETE MONUMENT
 FE0532'WAS FOUND.
 FE0532
 FE0532                          STATION RECOVERY (1972)
 FE0532
 FE0532'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0417 ***********************************************************************
 FE0417  DESIGNATION -  B 175
 FE0417  PID         -  FE0417
 FE0417  STATE/COUNTY-  TN/MCNAIRY
 FE0417  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0417
 FE0417                         *CURRENT SURVEY CONTROL
 FE0417  ___________________________________________________________________
 FE0417* NAD 83(1986)-  35 13 58.     (N)    088 22 19.     (W)     SCALED    
 FE0417* NAVD 88     -       141.626  (meters)     464.65   (feet)  ADJUSTED  
 FE0417  ___________________________________________________________________
 FE0417  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0417  DYNAMIC HT  -         141.497 (meters)     464.23  (feet)  COMP
 FE0417  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0417
 FE0417  VERT ORDER  -  FIRST     CLASS II
 FE0417
 FE0417.The horizontal coordinates were scaled from a topographic map and have
 FE0417.an estimated accuracy of +/- 6 seconds.
 FE0417
 FE0417.The orthometric height was determined by differential leveling
 FE0417.and adjusted by the National Geodetic Survey in June 1991..
 FE0417.WARNING-Repeat measurements at this control monument indicate possible
 FE0417.vertical movement.
 FE0417
 FE0417.The geoid height was determined by GEOID03.
 FE0417
 FE0417.The dynamic height is computed by dividing the NAVD 88
 FE0417.geopotential number by the normal gravity value computed on the
 FE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0417.degrees latitude (g = 980.6199 gals.).
 FE0417
 FE0417.The modeled gravity was interpolated from observed gravity values.
 FE0417
 FE0417;                    North         East    Units  Estimated Accuracy
 FE0417;SPC TN       -   102,410.      384,110.      MT  (+/- 180 meters Scaled)
 FE0417
 FE0417                          SUPERSEDED SURVEY CONTROL
 FE0417
 FE0417  NGVD 29 (??/??/??)  141.623  (m)          464.64   (f) ADJUSTED    1 2
 FE0417
 FE0417.Superseded values are not recommended for survey control.
 FE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0417.See file dsdata.txt to determine how the superseded data were derived.
 FE0417
 FE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD751997(NAD 83)
 FE0417_MARKER: DB = BENCH MARK DISK
 FE0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0417_STAMPING: B 175 1949
 FE0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0417+STABILITY: SURFACE MOTION
 FE0417
 FE0417  HISTORY     - Date     Condition        Report By
 FE0417  HISTORY     - 1949     MONUMENTED       CGS
 FE0417  HISTORY     - 1962     GOOD             TVA
 FE0417
 FE0417                          STATION DESCRIPTION
 FE0417
 FE0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0417'1 MI E FROM ADAMSVILLE.
 FE0417'1.0 MILE EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FE0417'ADAMSVILLE, ABOUT 0.1 MILE WEST OF A CURVE IN THE HIGHWAY WITH
 FE0417'TANGENTS EXTENDING WEST AND EAST-SOUTHEAST, 38.5 FEET SOUTH OF
 FE0417'THE CENTER LINE OF THE HIGHWAY, 153 FEET WEST-NORTHWEST OF THE
 FE0417'NORTHWEST CORNER OF A LARGE HORSE BARN, 1 FOOT WEST OF A
 FE0417'PROPERTY FENCE LINE LEADING SOUTH, 8.5 FEET SOUTH OF A FENCE
 FE0417'CORNER, 14.5 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH BRANCH
 FE0417'LINES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 FE0417'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0417'4 INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET SOUTH OF MARKER.
 FE0417
 FE0417                          STATION RECOVERY (1962)
 FE0417
 FE0417'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1076 ***********************************************************************
 FD1076  DESIGNATION -  B 176
 FD1076  PID         -  FD1076
 FD1076  STATE/COUNTY-  TN/PERRY
 FD1076  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1076
 FD1076                         *CURRENT SURVEY CONTROL
 FD1076  ___________________________________________________________________
 FD1076* NAD 83(1986)-  35 39 21.     (N)    087 49 16.     (W)     SCALED    
 FD1076* NAVD 88     -       147.955  (meters)     485.42   (feet)  ADJUSTED  
 FD1076  ___________________________________________________________________
 FD1076  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1076  DYNAMIC HT  -         147.822 (meters)     484.98  (feet)  COMP
 FD1076  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 FD1076
 FD1076  VERT ORDER  -  FIRST     CLASS II
 FD1076
 FD1076.The horizontal coordinates were scaled from a topographic map and have
 FD1076.an estimated accuracy of +/- 6 seconds.
 FD1076
 FD1076.The orthometric height was determined by differential leveling
 FD1076.and adjusted by the National Geodetic Survey in June 1991..
 FD1076
 FD1076.The geoid height was determined by GEOID03.
 FD1076
 FD1076.The dynamic height is computed by dividing the NAVD 88
 FD1076.geopotential number by the normal gravity value computed on the
 FD1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1076.degrees latitude (g = 980.6199 gals.).
 FD1076
 FD1076.The modeled gravity was interpolated from observed gravity values.
 FD1076
 FD1076;                    North         East    Units  Estimated Accuracy
 FD1076;SPC TN       -   148,260.      435,110.      MT  (+/- 180 meters Scaled)
 FD1076
 FD1076                          SUPERSEDED SURVEY CONTROL
 FD1076
 FD1076  NGVD 29 (??/??/92)  147.953  (m)          485.41   (f) ADJ UNCH    1 2
 FD1076
 FD1076.Superseded values are not recommended for survey control.
 FD1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1076.See file dsdata.txt to determine how the superseded data were derived.
 FD1076
 FD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE256460(NAD 83)
 FD1076_MARKER: DB = BENCH MARK DISK
 FD1076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1076_SP_SET: ABUTMENT
 FD1076_STAMPING: B 176 1949
 FD1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1076
 FD1076  HISTORY     - Date     Condition        Report By
 FD1076  HISTORY     - 1949     MONUMENTED       CGS
 FD1076
 FD1076                          STATION DESCRIPTION
 FD1076
 FD1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1076'3 MI N FROM LINDEN.
 FD1076'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURT
 FD1076'HOUSE AT LINDEN, ABOUT 0.2 MILE NORTH OF A HIGH CUT AND TOP OF
 FD1076'A GRADE, SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT
 FD1076'OF A 36-FOOT CONCRETE BRIDGE, 14.5 FEET WEST OF THE CENTER LINE
 FD1076'OF THE HIGHWAY, 0.8 FOOT WEST OF THE CONCRETE BANISTER AND ABOUT
 FD1076'1/2 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1263 ***********************************************************************
 FD1263  DESIGNATION -  B 177
 FD1263  PID         -  FD1263
 FD1263  STATE/COUNTY-  TN/LEWIS
 FD1263  USGS QUAD   -  HOHENWALD (1991)
 FD1263
 FD1263                         *CURRENT SURVEY CONTROL
 FD1263  ___________________________________________________________________
 FD1263* NAD 83(1986)-  35 32 13.     (N)    087 31 54.     (W)     SCALED    
 FD1263* NAVD 88     -       294.899  (meters)     967.51   (feet)  ADJUSTED  
 FD1263  ___________________________________________________________________
 FD1263  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD1263  DYNAMIC HT  -         294.626 (meters)     966.62  (feet)  COMP
 FD1263  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 FD1263
 FD1263  VERT ORDER  -  FIRST     CLASS II
 FD1263
 FD1263.The horizontal coordinates were scaled from a topographic map and have
 FD1263.an estimated accuracy of +/- 6 seconds.
 FD1263
 FD1263.The orthometric height was determined by differential leveling
 FD1263.and adjusted by the National Geodetic Survey in June 1991..
 FD1263
 FD1263.The geoid height was determined by GEOID03.
 FD1263
 FD1263.The dynamic height is computed by dividing the NAVD 88
 FD1263.geopotential number by the normal gravity value computed on the
 FD1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1263.degrees latitude (g = 980.6199 gals.).
 FD1263
 FD1263.The modeled gravity was interpolated from observed gravity values.
 FD1263
 FD1263;                    North         East    Units  Estimated Accuracy
 FD1263;SPC TN       -   134,630.      461,110.      MT  (+/- 180 meters Scaled)
 FD1263
 FD1263                          SUPERSEDED SURVEY CONTROL
 FD1263
 FD1263  NGVD 29 (??/??/92)  294.875  (m)          967.44   (f) ADJ UNCH    1 2
 FD1263
 FD1263.Superseded values are not recommended for survey control.
 FD1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1263.See file dsdata.txt to determine how the superseded data were derived.
 FD1263
 FD1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE518327(NAD 83)
 FD1263_MARKER: DB = BENCH MARK DISK
 FD1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1263_STAMPING: B 177 1949
 FD1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1263+STABILITY: SURFACE MOTION
 FD1263
 FD1263  HISTORY     - Date     Condition        Report By
 FD1263  HISTORY     - 1949     MONUMENTED       CGS
 FD1263  HISTORY     - 1953     GOOD             TVA
 FD1263
 FD1263                          STATION DESCRIPTION
 FD1263
 FD1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1263'1.8 MI E FROM HOHENWALD.
 FD1263'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1263'NATIONAL BANK AT HOHENWALD, ABOUT 0.15 MILE WEST OF THE CROSSING
 FD1263'OF A POWER TRANSMISSION LINE, AT THE SOUTHEAST CORNER OF BROWNS
 FD1263'AIRFIELD, AT A NORTH-SOUTH CROSSROAD, 45 FEET NORTH OF THE CENTER
 FD1263'LINE OF THE HIGHWAY, 11 FEET EAST OF THE CENTER LINE OF THE DIM
 FD1263'ROAD NORTH, 1 1/2 FEET WEST OF A FENCE LINE, 20.5 FEET SOUTH OF
 FD1263'THE CENTER OF A WELL, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 FD1263'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FD1263'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- IT IS 30 FEET NORTHWEST
 FD1263'OF A POWER POLE AND 16 FEET NORTHEAST OF A 25 INCH CEDAR TREE.
 FD1263
 FD1263                          STATION RECOVERY (1953)
 FD1263
 FD1263'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0184 ***********************************************************************
 FD0184  DESIGNATION -  B 178
 FD0184  PID         -  FD0184
 FD0184  STATE/COUNTY-  TN/LINCOLN
 FD0184  USGS QUAD   -  HUNTLAND (1972)
 FD0184
 FD0184                         *CURRENT SURVEY CONTROL
 FD0184  ___________________________________________________________________
 FD0184* NAD 83(1986)-  35 01 19.     (N)    086 20 33.     (W)     SCALED    
 FD0184* NAVD 88     -       290.307  (meters)     952.45   (feet)  ADJUSTED  
 FD0184  ___________________________________________________________________
 FD0184  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD0184  DYNAMIC HT  -         290.019 (meters)     951.50  (feet)  COMP
 FD0184  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 FD0184
 FD0184  VERT ORDER  -  FIRST     CLASS II
 FD0184
 FD0184.The horizontal coordinates were scaled from a topographic map and have
 FD0184.an estimated accuracy of +/- 6 seconds.
 FD0184
 FD0184.The orthometric height was determined by differential leveling
 FD0184.and adjusted by the National Geodetic Survey in June 1991..
 FD0184
 FD0184.The geoid height was determined by GEOID03.
 FD0184
 FD0184.The dynamic height is computed by dividing the NAVD 88
 FD0184.geopotential number by the normal gravity value computed on the
 FD0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0184.degrees latitude (g = 980.6199 gals.).
 FD0184
 FD0184.The modeled gravity was interpolated from observed gravity values.
 FD0184
 FD0184;                    North         East    Units  Estimated Accuracy
 FD0184;SPC TN       -    76,460.      568,740.      MT  (+/- 180 meters Scaled)
 FD0184
 FD0184                          SUPERSEDED SURVEY CONTROL
 FD0184
 FD0184  NGVD 29 (??/??/92)  290.265  (m)          952.31   (f) ADJ UNCH    1 2
 FD0184
 FD0184.Superseded values are not recommended for survey control.
 FD0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0184.See file dsdata.txt to determine how the superseded data were derived.
 FD0184
 FD0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED599756(NAD 83)
 FD0184_MARKER: DB = BENCH MARK DISK
 FD0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0184_SP_SET: CULVERT
 FD0184_STAMPING: B 178 1949
 FD0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0184
 FD0184  HISTORY     - Date     Condition        Report By
 FD0184  HISTORY     - 1949     MONUMENTED       CGS
 FD0184
 FD0184                          STATION DESCRIPTION
 FD0184
 FD0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0184'1 MI NE FROM ELORA.
 FD0184'1.05 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0184'RAILWAY FROM THE STATION AT ELORA, ABOUT 0.1 MILE NORTHEAST OF A
 FD0184'PRIVATE FARM ROAD CROSSING, SET IN THE TOP OF THE NORTHEAST END
 FD0184'OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 10.3 FEET
 FD0184'SOUTHEAST OF THE SOUTHEAST RAIL AND 3 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0227 ***********************************************************************
 FD0227  DESIGNATION -  B 179
 FD0227  PID         -  FD0227
 FD0227  STATE/COUNTY-  TN/FRANKLIN
 FD0227  USGS QUAD   -  WINCHESTER (1971)
 FD0227
 FD0227                         *CURRENT SURVEY CONTROL
 FD0227  ___________________________________________________________________
 FD0227* NAD 83(1986)-  35 10 03.     (N)    086 03 00.     (W)     SCALED    
 FD0227* NAVD 88     -       298.593  (meters)     979.63   (feet)  ADJUSTED  
 FD0227  ___________________________________________________________________
 FD0227  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0227  DYNAMIC HT  -         298.298 (meters)     978.67  (feet)  COMP
 FD0227  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 FD0227
 FD0227  VERT ORDER  -  FIRST     CLASS II
 FD0227
 FD0227.The horizontal coordinates were scaled from a topographic map and have
 FD0227.an estimated accuracy of +/- 6 seconds.
 FD0227
 FD0227.The orthometric height was determined by differential leveling
 FD0227.and adjusted by the National Geodetic Survey in June 1991..
 FD0227
 FD0227.The geoid height was determined by GEOID03.
 FD0227
 FD0227.The dynamic height is computed by dividing the NAVD 88
 FD0227.geopotential number by the normal gravity value computed on the
 FD0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0227.degrees latitude (g = 980.6199 gals.).
 FD0227
 FD0227.The modeled gravity was interpolated from observed gravity values.
 FD0227
 FD0227;                    North         East    Units  Estimated Accuracy
 FD0227;SPC TN       -    92,550.      595,450.      MT  (+/- 180 meters Scaled)
 FD0227
 FD0227                          SUPERSEDED SURVEY CONTROL
 FD0227
 FD0227  NGVD 29 (??/??/92)  298.563  (m)          979.54   (f) ADJ UNCH    1 2
 FD0227
 FD0227.Superseded values are not recommended for survey control.
 FD0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0227.See file dsdata.txt to determine how the superseded data were derived.
 FD0227
 FD0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED865920(NAD 83)
 FD0227_MARKER: DB = BENCH MARK DISK
 FD0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0227_STAMPING: B 179 1949
 FD0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0227+STABILITY: SURFACE MOTION
 FD0227
 FD0227  HISTORY     - Date     Condition        Report By
 FD0227  HISTORY     - 1949     MONUMENTED       CGS
 FD0227
 FD0227                          STATION DESCRIPTION
 FD0227
 FD0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0227'4 MI SE FROM WINCHESTER.
 FD0227'3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE
 FD0227'AT WINCHESTER, THENCE ABOUT 0.15 MILE NORTH ALONG A DRIVE TO THE
 FD0227'UNIVERSITY OF SOUTH AIRPORT, AT THE NORTHEAST CORNER OF THE
 FD0227'HANGAR, 93 1/2 FEET NORTHWEST OF A GASOLINE PUMP, 66 FEET
 FD0227'WEST-NORTHWEST OF THE GASOLINE SERVICE PIT, 3 FEET NORTH OF THE
 FD0227'NORTHEAST CORNER OF THE HANGAR, 1 1/2 FEET NORTH OF A WHITE
 FD0227'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 FD0227'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0213 ***********************************************************************
 GD0213  DESIGNATION -  B 18
 GD0213  PID         -  GD0213
 GD0213  STATE/COUNTY-  TN/HENRY
 GD0213  USGS QUAD   -  PURYEAR (1985)
 GD0213
 GD0213                         *CURRENT SURVEY CONTROL
 GD0213  ___________________________________________________________________
 GD0213* NAD 83(1986)-  36 28 10.     (N)    088 19 53.     (W)     SCALED    
 GD0213* NAVD 88     -       182.043  (meters)     597.25   (feet)  ADJUSTED  
 GD0213  ___________________________________________________________________
 GD0213  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GD0213  DYNAMIC HT  -         181.895 (meters)     596.77  (feet)  COMP
 GD0213  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GD0213
 GD0213  VERT ORDER  -  FIRST     CLASS II
 GD0213
 GD0213.The horizontal coordinates were scaled from a topographic map and have
 GD0213.an estimated accuracy of +/- 6 seconds.
 GD0213
 GD0213.The orthometric height was determined by differential leveling
 GD0213.and adjusted by the National Geodetic Survey in June 1991..
 GD0213
 GD0213.The geoid height was determined by GEOID03.
 GD0213
 GD0213.The dynamic height is computed by dividing the NAVD 88
 GD0213.geopotential number by the normal gravity value computed on the
 GD0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0213.degrees latitude (g = 980.6199 gals.).
 GD0213
 GD0213.The modeled gravity was interpolated from observed gravity values.
 GD0213
 GD0213;                    North         East    Units  Estimated Accuracy
 GD0213;SPC TN       -   239,490.      391,060.      MT  (+/- 180 meters Scaled)
 GD0213
 GD0213                          SUPERSEDED SURVEY CONTROL
 GD0213
 GD0213  NGVD 29 (??/??/??)  182.086  (m)          597.39   (f) ADJUSTED    1 2
 GD0213
 GD0213.Superseded values are not recommended for survey control.
 GD0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0213.See file dsdata.txt to determine how the superseded data were derived.
 GD0213
 GD0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF807368(NAD 83)
 GD0213_MARKER: DB = BENCH MARK DISK
 GD0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0213_STAMPING: B 18 1934 597.627
 GD0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0213+STABILITY: SURFACE MOTION
 GD0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0213+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0213
 GD0213  HISTORY     - Date     Condition        Report By
 GD0213  HISTORY     - 1934     MONUMENTED       CGS
 GD0213  HISTORY     - 1968     GOOD             CGS
 GD0213  HISTORY     - 1971     GOOD             NGS
 GD0213  HISTORY     - 20020606 MARK NOT FOUND   USACE
 GD0213  HISTORY     - 20040508 GOOD             USACE
 GD0213
 GD0213                          STATION DESCRIPTION
 GD0213
 GD0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0213'2.2 MI S FROM HAZEL.
 GD0213'THE MARK IS ABOUT 2.2 MILES SOUTH ALONG THE OLD NASHVILLE,
 GD0213'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION AT HAZEL,
 GD0213'CALLOWAY COUNTY, KENTUCKY.  (THIS IS NOW THE LOUISVILLE AND
 GD0213'NASHVILLE RAILROAD).  IT IS 140 FEET NORTHWEST AND ACROSS THE
 GD0213'RAILROAD TRACKS FROM TELEGRAPH POLE NO. 51-11, 109 FEET SOUTHWEST
 GD0213'AND ACROSS THE RAILROAD TRACKS FROM TELEGRAPH POLE NO. 51-10,
 GD0213'44.7 FEET WEST OF THE WEST RAIL OF THE RAILROAD, 40 FEET NORTH
 GD0213'OF THE APPROXIMATE CENTER OF A FIELD ROAD WHERE IT CROSSES THE
 GD0213'TRACKS, 3 FEET EAST OF A FENCE, AND 0.9 OF A FOOT SOUTH OF A
 GD0213'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD0213'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GD0213'AND THE DISK IS STAMPED B 18 1934 597.627.  NOTE-- POST AND SIGN
 GD0213'AT MONUMENT SET BY C AND GS.
 GD0213
 GD0213                          STATION RECOVERY (1971)
 GD0213
 GD0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0213'RECOVERED IN GOOD CONDITION.
 GD0213
 GD0213                          STATION RECOVERY (2002)
 GD0213
 GD0213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0213'MARK NOT FOUND.
 GD0213
 GD0213                          STATION RECOVERY (2004)
 GD0213
 GD0213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0333 ***********************************************************************
 FD0333  DESIGNATION -  B 180
 FD0333  PID         -  FD0333
 FD0333  STATE/COUNTY-  TN/LINCOLN
 FD0333  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0333
 FD0333                         *CURRENT SURVEY CONTROL
 FD0333  ___________________________________________________________________
 FD0333* NAD 83(1986)-  35 13 24.     (N)    086 36 28.     (W)     SCALED    
 FD0333* NAVD 88     -       226.478  (meters)     743.04   (feet)  ADJUSTED  
 FD0333  ___________________________________________________________________
 FD0333  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0333  DYNAMIC HT  -         226.269 (meters)     742.35  (feet)  COMP
 FD0333  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FD0333
 FD0333  VERT ORDER  -  FIRST     CLASS II
 FD0333
 FD0333.The horizontal coordinates were scaled from a topographic map and have
 FD0333.an estimated accuracy of +/- 6 seconds.
 FD0333
 FD0333.The orthometric height was determined by differential leveling
 FD0333.and adjusted by the National Geodetic Survey in June 1991..
 FD0333
 FD0333.The geoid height was determined by GEOID03.
 FD0333
 FD0333.The dynamic height is computed by dividing the NAVD 88
 FD0333.geopotential number by the normal gravity value computed on the
 FD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0333.degrees latitude (g = 980.6199 gals.).
 FD0333
 FD0333.The modeled gravity was interpolated from observed gravity values.
 FD0333
 FD0333;                    North         East    Units  Estimated Accuracy
 FD0333;SPC TN       -    98,920.      544,670.      MT  (+/- 180 meters Scaled)
 FD0333
 FD0333                          SUPERSEDED SURVEY CONTROL
 FD0333
 FD0333  NGVD 29 (??/??/92)  226.458  (m)          742.97   (f) ADJ UNCH    1 2
 FD0333
 FD0333.Superseded values are not recommended for survey control.
 FD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0333.See file dsdata.txt to determine how the superseded data were derived.
 FD0333
 FD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED356978(NAD 83)
 FD0333_MARKER: DB = BENCH MARK DISK
 FD0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0333_SP_SET: ABUTMENT
 FD0333_STAMPING: B 180 1949
 FD0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0333
 FD0333  HISTORY     - Date     Condition        Report By
 FD0333  HISTORY     - 1949     MONUMENTED       CGS
 FD0333
 FD0333                          STATION DESCRIPTION
 FD0333
 FD0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0333'5.7 MI NW FROM FAYETTEVILLE.
 FD0333'5.7 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0333'LOUIS RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 64 AT
 FD0333'FAYETTEVILLE, 0.55 MILES SOUTHEAST OF THE ROAD CROSSING AND
 FD0333'CHURCH OF CHRIST AT HOWELL, SET IN THE TOP OF THE NORTHEAST END
 FD0333'OF THE SOUTHEAST ABUTMENT OF AN 8-FOOT CONCRETE BRIDGE, 36 1/2
 FD0333'FEET NORTH AND ACROSS THE TRACK FROM POLE NO. 45/10, 7 1/2 FEET
 FD0333'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 3 1/2 FEET BELOW THE
 FD0333'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0181 ***********************************************************************
 GD0181  DESIGNATION -  B 181
 GD0181  PID         -  GD0181
 GD0181  STATE/COUNTY-  TN/HENRY
 GD0181  USGS QUAD   -  OSAGE (1985)
 GD0181
 GD0181                         *CURRENT SURVEY CONTROL
 GD0181  ___________________________________________________________________
 GD0181* NAD 83(1986)-  36 17 51.     (N)    088 23 35.     (W)     SCALED    
 GD0181* NAVD 88     -       154.948  (meters)     508.36   (feet)  ADJUSTED  
 GD0181  ___________________________________________________________________
 GD0181  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0181  DYNAMIC HT  -         154.820 (meters)     507.94  (feet)  COMP
 GD0181  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GD0181
 GD0181  VERT ORDER  -  FIRST     CLASS II
 GD0181
 GD0181.The horizontal coordinates were scaled from a topographic map and have
 GD0181.an estimated accuracy of +/- 6 seconds.
 GD0181
 GD0181.The orthometric height was determined by differential leveling
 GD0181.and adjusted by the National Geodetic Survey in June 1991..
 GD0181
 GD0181.The geoid height was determined by GEOID03.
 GD0181
 GD0181.The dynamic height is computed by dividing the NAVD 88
 GD0181.geopotential number by the normal gravity value computed on the
 GD0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0181.degrees latitude (g = 980.6199 gals.).
 GD0181
 GD0181.The modeled gravity was interpolated from observed gravity values.
 GD0181
 GD0181;                    North         East    Units  Estimated Accuracy
 GD0181;SPC TN       -   220,550.      385,070.      MT  (+/- 180 meters Scaled)
 GD0181
 GD0181                          SUPERSEDED SURVEY CONTROL
 GD0181
 GD0181  NGVD 29 (??/??/??)  154.986  (m)          508.48   (f) ADJUSTED    1 2
 GD0181
 GD0181.Superseded values are not recommended for survey control.
 GD0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0181.See file dsdata.txt to determine how the superseded data were derived.
 GD0181
 GD0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF749178(NAD 83)
 GD0181_MARKER: DB = BENCH MARK DISK
 GD0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0181_STAMPING: B 181 1949
 GD0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0181+STABILITY: SURFACE MOTION
 GD0181
 GD0181  HISTORY     - Date     Condition        Report By
 GD0181  HISTORY     - 1949     MONUMENTED       CGS
 GD0181  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0181
 GD0181                          STATION DESCRIPTION
 GD0181
 GD0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0181'3.8 MI W FROM PARIS.
 GD0181'ABOUT 3.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE COURT HOUSE
 GD0181'AT PARIS, AT THE JUNCTION OF A GRAVEL ROAD NORTH, ABOUT 0.6 MILE
 GD0181'EAST OF CENTRAL POINT SCHOOL, 119 FEET NORTH OF THE CENTER LINE
 GD0181'OF THE HIGHWAY, 17 FEET EAST OF THE CENTER LINE OF THE ROAD
 GD0181'NORTH, 63 FEET NORTHEAST AND ACROSS THE GRAVEL ROAD FROM THE
 GD0181'NORTHEAST CORNER OF A 2-STORY TILE BUILDING HOUSING A STORE, 95.5
 GD0181'FEET NORTH OF A POWER POLE, 18 FEET SOUTH OF THE CENTER OF A
 GD0181'GAP, 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE WOODEN
 GD0181'WITNESS POST, ABOUT LEVEL WITH THE GRAVEL ROAD AND SET IN THE
 GD0181'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- NEW HOUSE
 GD0181'BUILT, YARD GRADED AND DRIVE TO HOUSE HITS IN AREA OF MONUMENT.
 GD0181
 GD0181                          STATION RECOVERY (1971)
 GD0181
 GD0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1397 ***********************************************************************
 GC1397  DESIGNATION -  B 182
 GC1397  PID         -  GC1397
 GC1397  STATE/COUNTY-  TN/CHEATHAM
 GC1397  USGS QUAD   -  CUMBERLAND FURNACE (1983)
 GC1397
 GC1397                         *CURRENT SURVEY CONTROL
 GC1397  ___________________________________________________________________
 GC1397* NAD 83(1986)-  36 22 15.     (N)    087 15 02.     (W)     SCALED    
 GC1397* NAVD 88     -       123.617  (meters)     405.57   (feet)  ADJUSTED  
 GC1397  ___________________________________________________________________
 GC1397  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1397  DYNAMIC HT  -         123.513 (meters)     405.23  (feet)  COMP
 GC1397  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 GC1397
 GC1397  VERT ORDER  -  FIRST     CLASS II
 GC1397
 GC1397.The horizontal coordinates were scaled from a topographic map and have
 GC1397.an estimated accuracy of +/- 6 seconds.
 GC1397
 GC1397.The orthometric height was determined by differential leveling
 GC1397.and adjusted by the National Geodetic Survey in June 1991..
 GC1397
 GC1397.The geoid height was determined by GEOID03.
 GC1397
 GC1397.The dynamic height is computed by dividing the NAVD 88
 GC1397.geopotential number by the normal gravity value computed on the
 GC1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1397.degrees latitude (g = 980.6199 gals.).
 GC1397
 GC1397.The modeled gravity was interpolated from observed gravity values.
 GC1397
 GC1397;                    North         East    Units  Estimated Accuracy
 GC1397;SPC TN       -   226,780.      487,780.      MT  (+/- 180 meters Scaled)
 GC1397
 GC1397                          SUPERSEDED SURVEY CONTROL
 GC1397
 GC1397  NGVD 29 (??/??/92)  123.677  (m)          405.76   (f) ADJ UNCH    1 2
 GC1397
 GC1397.Superseded values are not recommended for survey control.
 GC1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1397.See file dsdata.txt to determine how the superseded data were derived.
 GC1397
 GC1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF775251(NAD 83)
 GC1397_MARKER: DB = BENCH MARK DISK
 GC1397_SETTING: 66 = SET IN ROCK OUTCROP
 GC1397_SP_SET: ROCK CUT
 GC1397_STAMPING: B 182 1949
 GC1397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1397+STABILITY: POSITION/ELEVATION WELL
 GC1397
 GC1397  HISTORY     - Date     Condition        Report By
 GC1397  HISTORY     - 1949     MONUMENTED       CGS
 GC1397  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1397
 GC1397                          STATION DESCRIPTION
 GC1397
 GC1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1397'14 MI SE FROM CLARKSVILLE.
 GC1397'14.0 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1397'STATION AT CLARKSVILLE, ABOUT 13.95 MILES NORTHWEST OF THE
 GC1397'STATION AT ASHLAND CITY, ABOUT 0.3 MILE SOUTHEAST OF THE SIGN
 GC1397'MONTGOMERY-CHEATHAM COUNTY LINE, 228 FEET SOUTHEAST AND ACROSS
 GC1397'THE TRACK FROM MILE POST H 42, 163 YARDS NORTHWEST OF THE
 GC1397'NORTHWEST END OF TRESTLE NO. H 41-84, 6.1 FEET NORTHEAST OF THE
 GC1397'NORTHEAST RAIL AND SET IN THE TOP OF THE SOUTHWEST EDGE OF A
 GC1397'PROJECTION OF ROCK CUT OF THE BOTTOM OF A ROCK CUT, 0.7 FOOT
 GC1397'NORTHEAST OF THE SOUTHWEST EDGE AND ABOUT 1 FOOT ABOVE THE
 GC1397'TRACK.
 GC1397
 GC1397                          STATION RECOVERY (1984)
 GC1397
 GC1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1397'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1122 ***********************************************************************
 GC1122  DESIGNATION -  B 183
 GC1122  PID         -  GC1122
 GC1122  STATE/COUNTY-  TN/MONTGOMERY
 GC1122  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1122
 GC1122                         *CURRENT SURVEY CONTROL
 GC1122  ___________________________________________________________________
 GC1122* NAD 83(1986)-  36 35 48.     (N)    087 24 05.     (W)     SCALED    
 GC1122* NAVD 88     -       143.755  (meters)     471.64   (feet)  ADJUSTED  
 GC1122  ___________________________________________________________________
 GC1122  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1122  DYNAMIC HT  -         143.636 (meters)     471.25  (feet)  COMP
 GC1122  MODELED GRAV-     979,801.5   (mgal)                       NAVD 88
 GC1122
 GC1122  VERT ORDER  -  FIRST     CLASS II
 GC1122
 GC1122.The horizontal coordinates were scaled from a topographic map and have
 GC1122.an estimated accuracy of +/- 6 seconds.
 GC1122
 GC1122.The orthometric height was determined by differential leveling
 GC1122.and adjusted by the National Geodetic Survey in June 1991..
 GC1122
 GC1122.The geoid height was determined by GEOID03.
 GC1122
 GC1122.The dynamic height is computed by dividing the NAVD 88
 GC1122.geopotential number by the normal gravity value computed on the
 GC1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1122.degrees latitude (g = 980.6199 gals.).
 GC1122
 GC1122.The modeled gravity was interpolated from observed gravity values.
 GC1122
 GC1122;                    North         East    Units  Estimated Accuracy
 GC1122;SPC TN       -   252,020.      474,600.      MT  (+/- 180 meters Scaled)
 GC1122
 GC1122                          SUPERSEDED SURVEY CONTROL
 GC1122
 GC1122  NGVD 29 (??/??/92)  143.816  (m)          471.84   (f) ADJ UNCH    1 2
 GC1122
 GC1122.Superseded values are not recommended for survey control.
 GC1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1122.See file dsdata.txt to determine how the superseded data were derived.
 GC1122
 GC1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF640502(NAD 83)
 GC1122_MARKER: DB = BENCH MARK DISK
 GC1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1122_STAMPING: B 183 1949
 GC1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1122+STABILITY: SURFACE MOTION
 GC1122
 GC1122  HISTORY     - Date     Condition        Report By
 GC1122  HISTORY     - 1949     MONUMENTED       CGS
 GC1122  HISTORY     - 1957     GOOD             NGS
 GC1122
 GC1122                          STATION DESCRIPTION
 GC1122
 GC1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1122'8.9 MI N FROM CLARKSVILLE.
 GC1122'8.9 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1122'STATION AT CLARKSVILLE, 77.5 FEET NORTHWEST OF MILE POST H 65,
 GC1122'ABOUT 0.1 MILE NORTH OF A WOODEN OVERPASS NO. 64-90 OVER TRACK,
 GC1122'ABOUT 0.2 MILE SOUTHEAST OF A STEEL BRIDGE OVER RINGOLD CREEK, 46
 GC1122'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT SOUTHWEST OF THE R/W
 GC1122'FENCE LINE, 37.5 FEET SOUTHWEST OF A SIGN RESUME SPEED, 10 FEET
 GC1122'NORTHWEST OF A TWIN OAK TREE IN FENCE LINE, 22 FEET NORTHWEST
 GC1122'OF A 6-INCH CEDAR TREE IN FENCE LINE, 2 FEET SOUTHEAST OF A WHTIE
 GC1122'WOODEN WITNESS POST, 5 FEET ABOVE THE TRACK AND SET IN THE TOP
 GC1122'OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1122
 GC1122                          STATION RECOVERY (1957)
 GC1122
 GC1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1187 ***********************************************************************
 FC1187  DESIGNATION -  B 184
 FC1187  PID         -  FC1187
 FC1187  STATE/COUNTY-  TN/HAMILTON
 FC1187  USGS QUAD   -  CHATTANOOGA (1976)
 FC1187
 FC1187                         *CURRENT SURVEY CONTROL
 FC1187  ___________________________________________________________________
 FC1187* NAD 83(1986)-  35 02 05.     (N)    085 18 17.     (W)     SCALED    
 FC1187* NAVD 88     -       205.364  (meters)     673.77   (feet)  ADJUSTED  
 FC1187  ___________________________________________________________________
 FC1187  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1187  DYNAMIC HT  -         205.160 (meters)     673.10  (feet)  COMP
 FC1187  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 FC1187
 FC1187  VERT ORDER  -  FIRST     CLASS II
 FC1187
 FC1187.The horizontal coordinates were scaled from a topographic map and have
 FC1187.an estimated accuracy of +/- 6 seconds.
 FC1187
 FC1187.The orthometric height was determined by differential leveling
 FC1187.and adjusted by the National Geodetic Survey in June 1991..
 FC1187
 FC1187.The geoid height was determined by GEOID03.
 FC1187
 FC1187.The dynamic height is computed by dividing the NAVD 88
 FC1187.geopotential number by the normal gravity value computed on the
 FC1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1187.degrees latitude (g = 980.6199 gals.).
 FC1187
 FC1187.The modeled gravity was interpolated from observed gravity values.
 FC1187
 FC1187;                    North         East    Units  Estimated Accuracy
 FC1187;SPC TN       -    78,050.      663,450.      MT  (+/- 180 meters Scaled)
 FC1187
 FC1187                          SUPERSEDED SURVEY CONTROL
 FC1187
 FC1187  NGVD 29 (??/??/92)  205.399  (m)          673.88   (f) ADJ UNCH    1 2
 FC1187
 FC1187.Superseded values are not recommended for survey control.
 FC1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1187.See file dsdata.txt to determine how the superseded data were derived.
 FC1187
 FC1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD546782(NAD 83)
 FC1187_MARKER: DB = BENCH MARK DISK
 FC1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1187_SP_SET: BUILDING
 FC1187_STAMPING: B 184 1950
 FC1187_MARK LOGO: CGS   
 FC1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1187
 FC1187  HISTORY     - Date     Condition        Report By
 FC1187  HISTORY     - 1950     MONUMENTED       CGS
 FC1187  HISTORY     - 1983     GOOD             NGS
 FC1187
 FC1187                          STATION DESCRIPTION
 FC1187
 FC1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1187'AT CHATTANOOGA.
 FC1187'AT CHATTANOOGA, SET VERTICALLY IN THE NORTH FACE OF THE BUILDING
 FC1187'OCCUPIED BY RICE BROTHERS AUTO COMPANY AT 1600 ROSSVILLE AVENUE,
 FC1187'EAST AND ACROSS ROSSVILLE AVENUE FROM ST. JAMES METHODIST
 FC1187'CHURCH, 1.8 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING
 FC1187'AND 2 1/2 FEET ABOVE THE SIDE WALK.
 FC1187
 FC1187                          STATION RECOVERY (1983)
 FC1187
 FC1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1187'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE RICE BROTHERS AUTO COMPANY
 FC1187'TO LOOKOUT SADDLE COMPANY, CHANGE ST. JAMES METHODIST CHURCH TO NEW
 FC1187'HOPE BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0298 ***********************************************************************
 FD0298  DESIGNATION -  B 185
 FD0298  PID         -  FD0298
 FD0298  STATE/COUNTY-  TN/MARSHALL
 FD0298  USGS QUAD   -  LEWISBURG (1981)
 FD0298
 FD0298                         *CURRENT SURVEY CONTROL
 FD0298  ___________________________________________________________________
 FD0298* NAD 83(1986)-  35 27 14.     (N)    086 47 22.     (W)     SCALED    
 FD0298* NAVD 88     -       226.782  (meters)     744.03   (feet)  ADJUSTED  
 FD0298  ___________________________________________________________________
 FD0298  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0298  DYNAMIC HT  -         226.578 (meters)     743.36  (feet)  COMP
 FD0298  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 FD0298
 FD0298  VERT ORDER  -  FIRST     CLASS II
 FD0298
 FD0298.The horizontal coordinates were scaled from a topographic map and have
 FD0298.an estimated accuracy of +/- 6 seconds.
 FD0298
 FD0298.The orthometric height was determined by differential leveling
 FD0298.and adjusted by the National Geodetic Survey in June 1991..
 FD0298
 FD0298.The geoid height was determined by GEOID03.
 FD0298
 FD0298.The dynamic height is computed by dividing the NAVD 88
 FD0298.geopotential number by the normal gravity value computed on the
 FD0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0298.degrees latitude (g = 980.6199 gals.).
 FD0298
 FD0298.The modeled gravity was interpolated from observed gravity values.
 FD0298
 FD0298;                    North         East    Units  Estimated Accuracy
 FD0298;SPC TN       -   124,610.      528,340.      MT  (+/- 180 meters Scaled)
 FD0298
 FD0298                          SUPERSEDED SURVEY CONTROL
 FD0298
 FD0298  NGVD 29 (??/??/92)  226.760  (m)          743.96   (f) ADJ UNCH    1 2
 FD0298
 FD0298.Superseded values are not recommended for survey control.
 FD0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0298.See file dsdata.txt to determine how the superseded data were derived.
 FD0298
 FD0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE191234(NAD 83)
 FD0298_MARKER: DB = BENCH MARK DISK
 FD0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0298_SP_SET: BUILDING
 FD0298_STAMPING: B 185 1949
 FD0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0298
 FD0298  HISTORY     - Date     Condition        Report By
 FD0298  HISTORY     - 1949     MONUMENTED       CGS
 FD0298
 FD0298                          STATION DESCRIPTION
 FD0298
 FD0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0298'AT LEWISBURG.
 FD0298'AT LEWISBURG, SET VERTICALLY IN THE SOUTH FACE OF THE HARDISON
 FD0298'GRAMMAR SCHOOL, AT THE WEST END OF THE WATER TABLE, 10 1/4
 FD0298'FEET EAST OF THE CENTER LINE OF THE SOUTH ENTRANCE AND ABOUT
 FD0298'1.2 FEET ABOVE THE CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0053 ***********************************************************************
 FD0053  DESIGNATION -  B 186
 FD0053  PID         -  FD0053
 FD0053  STATE/COUNTY-  TN/RUTHERFORD
 FD0053  USGS QUAD   -  MURFREESBORO (1983)
 FD0053
 FD0053                         *CURRENT SURVEY CONTROL
 FD0053  ___________________________________________________________________
 FD0053* NAD 83(1986)-  35 52 10.     (N)    086 25 15.     (W)     SCALED    
 FD0053* NAVD 88     -       170.634  (meters)     559.82   (feet)  ADJUSTED  
 FD0053  ___________________________________________________________________
 FD0053  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0053  DYNAMIC HT  -         170.485 (meters)     559.33  (feet)  COMP
 FD0053  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 FD0053
 FD0053  VERT ORDER  -  FIRST     CLASS II
 FD0053
 FD0053.The horizontal coordinates were scaled from a topographic map and have
 FD0053.an estimated accuracy of +/- 6 seconds.
 FD0053
 FD0053.The orthometric height was determined by differential leveling
 FD0053.and adjusted by the National Geodetic Survey in June 1991..
 FD0053
 FD0053.The geoid height was determined by GEOID03.
 FD0053
 FD0053.The dynamic height is computed by dividing the NAVD 88
 FD0053.geopotential number by the normal gravity value computed on the
 FD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0053.degrees latitude (g = 980.6199 gals.).
 FD0053
 FD0053.The modeled gravity was interpolated from observed gravity values.
 FD0053
 FD0053;                    North         East    Units  Estimated Accuracy
 FD0053;SPC TN       -   170,510.      562,000.      MT  (+/- 180 meters Scaled)
 FD0053
 FD0053                          SUPERSEDED SURVEY CONTROL
 FD0053
 FD0053  NGVD 29 (??/??/92)  170.648  (m)          559.87   (f) ADJ UNCH    1 2
 FD0053
 FD0053.Superseded values are not recommended for survey control.
 FD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0053.See file dsdata.txt to determine how the superseded data were derived.
 FD0053
 FD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE522696(NAD 83)
 FD0053_MARKER: DB = BENCH MARK DISK
 FD0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0053_STAMPING: B 186 1949
 FD0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0053+STABILITY: SURFACE MOTION
 FD0053
 FD0053  HISTORY     - Date     Condition        Report By
 FD0053  HISTORY     - 1949     MONUMENTED       CGS
 FD0053  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0053
 FD0053                          STATION DESCRIPTION
 FD0053
 FD0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0053'2 MI NW FROM MURFREESBORO.
 FD0053'2.0 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0053'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, ABOUT 0.15 MILE
 FD0053'NORTHWEST OF THE RAILWAY OVERPASS OVER U.S. HIGHWAY 70S AND 41, 113
 FD0053'FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A FARM HOUSE, 79 FEET
 FD0053'EAST OF THE CENTER OF AN ABANDONED ROAD CROSSING, 45 FEET NORTHEAST
 FD0053'OF THE NORTHEAST RAIL, 44 FEET EAST OF POLE 29/23, 47 1/2 FEET
 FD0053'NORTH OF TELEPHONE POLE NO. 1243, 17 FEET NORTHWEST OF THE
 FD0053'CENTER LINE OF A DRIVE TO THE FARM HOUSE, 1 1/2 FEET NORTHWEST OF
 FD0053'A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET IN THE
 FD0053'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FD0053
 FD0053                          STATION RECOVERY (2001)
 FD0053
 FD0053'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0418 ***********************************************************************
 GC0418  DESIGNATION -  B 187
 GC0418  PID         -  GC0418
 GC0418  STATE/COUNTY-  TN/DAVIDSON
 GC0418  USGS QUAD   -  LA VERGNE (1983)
 GC0418
 GC0418                         *CURRENT SURVEY CONTROL
 GC0418  ___________________________________________________________________
 GC0418* NAD 83(1986)-  36 01 35.     (N)    086 36 29.     (W)     SCALED    
 GC0418* NAVD 88     -       181.631  (meters)     595.90   (feet)  ADJUSTED  
 GC0418  ___________________________________________________________________
 GC0418  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC0418  DYNAMIC HT  -         181.475 (meters)     595.39  (feet)  COMP
 GC0418  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC0418
 GC0418  VERT ORDER  -  FIRST     CLASS II
 GC0418
 GC0418.The horizontal coordinates were scaled from a topographic map and have
 GC0418.an estimated accuracy of +/- 6 seconds.
 GC0418
 GC0418.The orthometric height was determined by differential leveling
 GC0418.and adjusted by the National Geodetic Survey in June 1991..
 GC0418
 GC0418.The geoid height was determined by GEOID03.
 GC0418
 GC0418.The dynamic height is computed by dividing the NAVD 88
 GC0418.geopotential number by the normal gravity value computed on the
 GC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0418.degrees latitude (g = 980.6199 gals.).
 GC0418
 GC0418.The modeled gravity was interpolated from observed gravity values.
 GC0418
 GC0418;                    North         East    Units  Estimated Accuracy
 GC0418;SPC TN       -   188,010.      545,200.      MT  (+/- 180 meters Scaled)
 GC0418
 GC0418                          SUPERSEDED SURVEY CONTROL
 GC0418
 GC0418  NGVD 29 (??/??/92)  181.650  (m)          595.96   (f) ADJ UNCH    1 2
 GC0418
 GC0418.Superseded values are not recommended for survey control.
 GC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0418.See file dsdata.txt to determine how the superseded data were derived.
 GC0418
 GC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE353869(NAD 83)
 GC0418_MARKER: DB = BENCH MARK DISK
 GC0418_SETTING: 66 = SET IN ROCK OUTCROP
 GC0418_SP_SET: ROCK LEDGE
 GC0418_STAMPING: B 187 1949
 GC0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0418+STABILITY: POSITION/ELEVATION WELL
 GC0418
 GC0418  HISTORY     - Date     Condition        Report By
 GC0418  HISTORY     - 1949     MONUMENTED       CGS
 GC0418
 GC0418                          STATION DESCRIPTION
 GC0418
 GC0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0418'1.7 MI NW FROM LA VERGNE.
 GC0418'1.7 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0418'LOUIS RAILWAY FROM THE STATION AT LA VERGNE, ABOUT 0.35 MILE
 GC0418'SOUTHEAST OF THE OVERPASS OF A COUNTY ROAD OVER THE TRACKS,
 GC0418'SET IN THE TOP OF AN OUTCROPPING LEDGE OF ROCK, 477 FEET
 GC0418'SOUTHEAST OF MILE POST 14, 56 FEET SOUTHEAST OF POLE 14/3, 11.2
 GC0418'FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE
 GC0418'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1082 ***********************************************************************
 FC1082  DESIGNATION -  B 189
 FC1082  PID         -  FC1082
 FC1082  STATE/COUNTY-  TN/HAMILTON
 FC1082  USGS QUAD   -  SODDY (1972)
 FC1082
 FC1082                         *CURRENT SURVEY CONTROL
 FC1082  ___________________________________________________________________
 FC1082* NAD 83(1986)-  35 20 20.     (N)    085 08 13.     (W)     SCALED    
 FC1082* NAVD 88     -       222.394  (meters)     729.64   (feet)  ADJUSTED  
 FC1082  ___________________________________________________________________
 FC1082  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1082  DYNAMIC HT  -         222.175 (meters)     728.92  (feet)  COMP
 FC1082  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 FC1082
 FC1082  VERT ORDER  -  FIRST     CLASS II
 FC1082
 FC1082.The horizontal coordinates were scaled from a topographic map and have
 FC1082.an estimated accuracy of +/- 6 seconds.
 FC1082
 FC1082.The orthometric height was determined by differential leveling
 FC1082.and adjusted by the National Geodetic Survey in June 1991..
 FC1082
 FC1082.The geoid height was determined by GEOID03.
 FC1082
 FC1082.The dynamic height is computed by dividing the NAVD 88
 FC1082.geopotential number by the normal gravity value computed on the
 FC1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1082.degrees latitude (g = 980.6199 gals.).
 FC1082
 FC1082.The modeled gravity was interpolated from observed gravity values.
 FC1082
 FC1082;                    North         East    Units  Estimated Accuracy
 FC1082;SPC TN       -   111,910.      678,460.      MT  (+/- 180 meters Scaled)
 FC1082
 FC1082                          SUPERSEDED SURVEY CONTROL
 FC1082
 FC1082  NGVD 29 (??/??/92)  222.444  (m)          729.80   (f) ADJ UNCH    1 2
 FC1082
 FC1082.Superseded values are not recommended for survey control.
 FC1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1082.See file dsdata.txt to determine how the superseded data were derived.
 FC1082
 FC1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE693122(NAD 83)
 FC1082_MARKER: DB = BENCH MARK DISK
 FC1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1082_SP_SET: BRIDGE
 FC1082_STAMPING: B 189 1950
 FC1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1082
 FC1082  HISTORY     - Date     Condition        Report By
 FC1082  HISTORY     - 1950     MONUMENTED       CGS
 FC1082  HISTORY     - 1972     GOOD             TVA
 FC1082
 FC1082                          STATION DESCRIPTION
 FC1082
 FC1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1082'3.3 MI SW FROM SALE CREEK.
 FC1082'ABOUT 3.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1082'STATION AT SALE CREEK, ABOUT 0.4 MILE SOUTHWEST OF BAKEWELL, SET
 FC1082'IN THE TOP OF THE NORTH CORNER OF THE NORTHWEST END OF THE
 FC1082'SOUTHWEST BRIDGE SEAT OF RAILROAD BRIDGE NO. 313.0 OVER POSSUM
 FC1082'CREEK, 9 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 314 FEET
 FC1082'SOUTHWEST OF MILE POST 313, 6 INCHES SOUTHWEST OF THE NORTHEAST
 FC1082'FACE OF BRIDGE SEAT, 6 INCHES SOUTHWEST OF THE NORTHWEST END OF
 FC1082'BRIDGE SEAT AND ABOUT 4 FEET BELOW THE TRACK.
 FC1082
 FC1082                          STATION RECOVERY (1972)
 FC1082
 FC1082'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0239 ***********************************************************************
 GD0239  DESIGNATION -  B 19
 GD0239  PID         -  GD0239
 GD0239  STATE/COUNTY-  TN/CARROLL
 GD0239  USGS QUAD   -  VALE (1985)
 GD0239
 GD0239                         *CURRENT SURVEY CONTROL
 GD0239  ___________________________________________________________________
 GD0239* NAD 83(1986)-  36 00 19.     (N)    088 16 54.     (W)     SCALED    
 GD0239* NAVD 88     -       143.850  (meters)     471.95   (feet)  ADJUSTED  
 GD0239  ___________________________________________________________________
 GD0239  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0239  DYNAMIC HT  -         143.727 (meters)     471.54  (feet)  COMP
 GD0239  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GD0239
 GD0239  VERT ORDER  -  FIRST     CLASS II
 GD0239
 GD0239.The horizontal coordinates were scaled from a topographic map and have
 GD0239.an estimated accuracy of +/- 6 seconds.
 GD0239
 GD0239.The orthometric height was determined by differential leveling
 GD0239.and adjusted by the National Geodetic Survey in June 1991..
 GD0239
 GD0239.The geoid height was determined by GEOID03.
 GD0239
 GD0239.The dynamic height is computed by dividing the NAVD 88
 GD0239.geopotential number by the normal gravity value computed on the
 GD0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0239.degrees latitude (g = 980.6199 gals.).
 GD0239
 GD0239.The modeled gravity was interpolated from observed gravity values.
 GD0239
 GD0239;                    North         East    Units  Estimated Accuracy
 GD0239;SPC TN       -   187,900.      394,320.      MT  (+/- 180 meters Scaled)
 GD0239
 GD0239                          SUPERSEDED SURVEY CONTROL
 GD0239
 GD0239  NGVD 29 (??/??/??)  143.872  (m)          472.02   (f) ADJUSTED    1 2
 GD0239
 GD0239.Superseded values are not recommended for survey control.
 GD0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0239.See file dsdata.txt to determine how the superseded data were derived.
 GD0239
 GD0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE844852(NAD 83)
 GD0239_MARKER: DB = BENCH MARK DISK
 GD0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0239_STAMPING: B 19 1934 472.204
 GD0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0239+STABILITY: SURFACE MOTION
 GD0239
 GD0239  HISTORY     - Date     Condition        Report By
 GD0239  HISTORY     - 1934     MONUMENTED       CGS
 GD0239  HISTORY     - 1969     GOOD             CGS
 GD0239  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0239
 GD0239                          STATION DESCRIPTION
 GD0239
 GD0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0239'2 MI S FROM HOLLOW ROCK.
 GD0239'THE RAILROAD HAS BEEN RELOCATED AND IS NOW SOME DISTANCE FROM THE
 GD0239'OLD ABANDONED RAILROAD BED OF THE OLD NASHVILLE, CHATTANOOGA
 GD0239'AND ST. LOUIS RAILROAD.  FOLLOWING IS A NEW AND COMPLETE
 GD0239'DESCRIPTION.  THE MARK IS ABOUT 2 MILES SOUTH ALONG THE LOUISVILLE
 GD0239'AND NASHVILLE RAILROAD FROM THE OLD NASHVILLE, CHATTANOOGA AND
 GD0239'ST. LOUIS RAILROAD JUNCTION IN HOLLOW ROCK.  IT IS ABOUT 125 YARDS
 GD0239'EAST OF THE PRESENT LOUISVILLE AND NASHVILLE RAILROAD TRACKS,
 GD0239'48 FEET WEST OF THE APPROXIMATE CENTER OF THE OLD NASHVILLE,
 GD0239'CHATTANOOGA AND ST. LOUIS RAILROAD BED (NOW A TRACK ROAD), 40
 GD0239'FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 26 FEET
 GD0239'NORTHWEST OF A TELEPHONE POLE, 18 FEET NORTH OF A 36-INCH BLACK
 GD0239'OAK TREE, AND 0.7 OF A FOOT SOUTH OF A METAL WITNESS POST AND
 GD0239'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD0239'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GD0239'B 19 1934 472.204.  NOTE-- FROM OLD RR LOCATION AND FROM GRAVEL
 GD0239'COUNTY RD.
 GD0239
 GD0239                          STATION RECOVERY (1971)
 GD0239
 GD0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0483 ***********************************************************************
 GB0483  DESIGNATION -  B 190
 GB0483  PID         -  GB0483
 GB0483  STATE/COUNTY-  TN/ANDERSON
 GB0483  USGS QUAD   -  POWELL (1976)
 GB0483
 GB0483                         *CURRENT SURVEY CONTROL
 GB0483  ___________________________________________________________________
 GB0483* NAD 83(1986)-  36 02 09.     (N)    084 07 24.     (W)     SCALED    
 GB0483* NAVD 88     -       269.142  (meters)     883.01   (feet)  ADJUSTED  
 GB0483  ___________________________________________________________________
 GB0483  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB0483  DYNAMIC HT  -         268.894 (meters)     882.20  (feet)  COMP
 GB0483  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GB0483
 GB0483  VERT ORDER  -  FIRST     CLASS II
 GB0483
 GB0483.The horizontal coordinates were scaled from a topographic map and have
 GB0483.an estimated accuracy of +/- 6 seconds.
 GB0483
 GB0483.The orthometric height was determined by differential leveling
 GB0483.and adjusted by the National Geodetic Survey in June 1991..
 GB0483
 GB0483.The geoid height was determined by GEOID03.
 GB0483
 GB0483.The dynamic height is computed by dividing the NAVD 88
 GB0483.geopotential number by the normal gravity value computed on the
 GB0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0483.degrees latitude (g = 980.6199 gals.).
 GB0483
 GB0483.The modeled gravity was interpolated from observed gravity values.
 GB0483
 GB0483;                    North         East    Units  Estimated Accuracy
 GB0483;SPC TN       -   190,510.      769,110.      MT  (+/- 180 meters Scaled)
 GB0483
 GB0483                          SUPERSEDED SURVEY CONTROL
 GB0483
 GB0483  NGVD 29 (??/??/92)  269.272  (m)          883.44   (f) ADJ UNCH    1 2
 GB0483
 GB0483.Superseded values are not recommended for survey control.
 GB0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0483.See file dsdata.txt to determine how the superseded data were derived.
 GB0483
 GB0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE591917(NAD 83)
 GB0483_MARKER: DB = BENCH MARK DISK
 GB0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0483_STAMPING: B 190 1950
 GB0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0483+STABILITY: SURFACE MOTION
 GB0483
 GB0483  HISTORY     - Date     Condition        Report By
 GB0483  HISTORY     - 1950     MONUMENTED       CGS
 GB0483  HISTORY     - 1967     GOOD             NGS
 GB0483  HISTORY     - 1973     GOOD             LOCSUR
 GB0483
 GB0483                          STATION DESCRIPTION
 GB0483
 GB0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0483'5.4 MI SE FROM CLINTON.
 GB0483'ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0483'COURTHOUSE AT CLINTON, THENCE ABOUT 0.5 MILE WEST ALONG RACOON
 GB0483'VALLEY ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A PAVED
 GB0483'ROAD, AT THE ABANDONED CLINTON-OAK RIDGE AIRPORT, 163.5 FEET
 GB0483'SOUTHWEST OF BENCH MARK C 190, 151 FEET SOUTH OF THE SOUTH
 GB0483'CORNER OF A BARN, 2 1/2 FEET SOUTH OF A 1 1/2-FOOT SQUARE 0.6
 GB0483'FOOT HIGH CONCRETE POST THAT WAS ONCE THE FOOTING FOR THE
 GB0483'SOUTH CORNER OF A HANGAR, ABOUT LEVEL WITH THE ABANDONED RUNWAY AND
 GB0483'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 GB0483'LEVEL OF THE GROUND.
 GB0483
 GB0483                          STATION RECOVERY (1973)
 GB0483
 GB0483'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0853 ***********************************************************************
 FC0853  DESIGNATION -  B 191
 FC0853  PID         -  FC0853
 FC0853  STATE/COUNTY-  TN/MORGAN
 FC0853  USGS QUAD   -  HARRIMAN (1980)
 FC0853
 FC0853                         *CURRENT SURVEY CONTROL
 FC0853  ___________________________________________________________________
 FC0853* NAD 83(1986)-  35 59 45.     (N)    084 33 59.     (W)     SCALED    
 FC0853* NAVD 88     -       243.862  (meters)     800.07   (feet)  ADJUSTED  
 FC0853  ___________________________________________________________________
 FC0853  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FC0853  DYNAMIC HT  -         243.639 (meters)     799.34  (feet)  COMP
 FC0853  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FC0853
 FC0853  VERT ORDER  -  FIRST     CLASS I
 FC0853
 FC0853.The horizontal coordinates were scaled from a topographic map and have
 FC0853.an estimated accuracy of +/- 6 seconds.
 FC0853
 FC0853.The orthometric height was determined by differential leveling
 FC0853.and adjusted by the National Geodetic Survey in June 1991..
 FC0853
 FC0853.The geoid height was determined by GEOID03.
 FC0853
 FC0853.The dynamic height is computed by dividing the NAVD 88
 FC0853.geopotential number by the normal gravity value computed on the
 FC0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0853.degrees latitude (g = 980.6199 gals.).
 FC0853
 FC0853.The modeled gravity was interpolated from observed gravity values.
 FC0853
 FC0853;                    North         East    Units  Estimated Accuracy
 FC0853;SPC TN       -   185,400.      729,260.      MT  (+/- 180 meters Scaled)
 FC0853
 FC0853                          SUPERSEDED SURVEY CONTROL
 FC0853
 FC0853  NGVD 29 (??/??/92)  243.977  (m)          800.45   (f) ADJ UNCH    1 1
 FC0853
 FC0853.Superseded values are not recommended for survey control.
 FC0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0853.See file dsdata.txt to determine how the superseded data were derived.
 FC0853
 FC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE193862(NAD 83)
 FC0853_MARKER: DB = BENCH MARK DISK
 FC0853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0853_SP_SET: CULVERT
 FC0853_STAMPING: B 191 1950
 FC0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0853
 FC0853  HISTORY     - Date     Condition        Report By
 FC0853  HISTORY     - 1950     MONUMENTED       CGS
 FC0853  HISTORY     - 1968     GOOD             NGS
 FC0853  HISTORY     - 1972     GOOD             TVA
 FC0853
 FC0853                          STATION DESCRIPTION
 FC0853
 FC0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0853'0.6 MI N FROM OAKDALE.
 FC0853'ABOUT 0.65 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0853'AT OAKDALE, 0.3 MILE NORTH OF MILEPOST 254, 0.25 MILE SOUTHEAST OF
 FC0853'A METAL TOWER WHICH SUPPORTS RAILROAD YARD LIGHTS, 14 1/2 FEET
 FC0853'EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF A
 FC0853'LEDGE ON THE EAST ROCK WALL OF A CUT FOR THE RAILROAD, 114 FEET
 FC0853'SOUTH OF THE NORTH END OF THE CUT, 214 FEET NORTH OF THE NORTHEAST
 FC0853'END OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK,
 FC0853'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 FC0853
 FC0853                          STATION RECOVERY (1972)
 FC0853
 FC0853'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1070 ***********************************************************************
 FC1070  DESIGNATION -  B 192
 FC1070  PID         -  FC1070
 FC1070  STATE/COUNTY-  TN/RHEA
 FC1070  USGS QUAD   -  GRAYSVILLE (1990)
 FC1070
 FC1070                         *CURRENT SURVEY CONTROL
 FC1070  ___________________________________________________________________
 FC1070* NAD 83(1986)-  35 26 07.     (N)    085 05 33.     (W)     SCALED    
 FC1070* NAVD 88     -       216.943  (meters)     711.75   (feet)  ADJUSTED  
 FC1070  ___________________________________________________________________
 FC1070  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1070  DYNAMIC HT  -         216.731 (meters)     711.06  (feet)  COMP
 FC1070  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC1070
 FC1070  VERT ORDER  -  FIRST     CLASS II
 FC1070
 FC1070.The horizontal coordinates were scaled from a topographic map and have
 FC1070.an estimated accuracy of +/- 6 seconds.
 FC1070
 FC1070.The orthometric height was determined by differential leveling
 FC1070.and adjusted by the National Geodetic Survey in June 1991..
 FC1070
 FC1070.The geoid height was determined by GEOID03.
 FC1070
 FC1070.The dynamic height is computed by dividing the NAVD 88
 FC1070.geopotential number by the normal gravity value computed on the
 FC1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1070.degrees latitude (g = 980.6199 gals.).
 FC1070
 FC1070.The modeled gravity was interpolated from observed gravity values.
 FC1070
 FC1070;                    North         East    Units  Estimated Accuracy
 FC1070;SPC TN       -   122,640.      682,400.      MT  (+/- 180 meters Scaled)
 FC1070
 FC1070                          SUPERSEDED SURVEY CONTROL
 FC1070
 FC1070  NGVD 29 (??/??/92)  217.002  (m)          711.95   (f) ADJ UNCH    1 2
 FC1070
 FC1070.Superseded values are not recommended for survey control.
 FC1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1070.See file dsdata.txt to determine how the superseded data were derived.
 FC1070
 FC1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE731229(NAD 83)
 FC1070_MARKER: DB = BENCH MARK DISK
 FC1070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1070_SP_SET: BRIDGE
 FC1070_STAMPING: B 192 1950
 FC1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1070
 FC1070  HISTORY     - Date     Condition        Report By
 FC1070  HISTORY     - 1950     MONUMENTED       CGS
 FC1070  HISTORY     - 1972     GOOD             TVA
 FC1070
 FC1070                          STATION DESCRIPTION
 FC1070
 FC1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1070'0.8 MI S FROM GRAYSVILLE.
 FC1070'ABOUT 0.8 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1070'AT GRAYSVILLE, SET IN THE TOP AND 1 FOOT WEST OF THE EAST END
 FC1070'OF THE FIRST CONCRETE PIER SOUTH OF THE NORTH STONE ABUTMENT OF
 FC1070'BRIDGE NO. 305.8 OVER ROARING CREEK, 17 FEET EAST OF THE EAST
 FC1070'RAIL AND ABOUT 5 FEET BELOW THE TRACK.
 FC1070
 FC1070                          STATION RECOVERY (1972)
 FC1070
 FC1070'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0684 ***********************************************************************
 FC0684  DESIGNATION -  B 193
 FC0684  PID         -  FC0684
 FC0684  STATE/COUNTY-  TN/RHEA
 FC0684  USGS QUAD   -  PENNINE (1990)
 FC0684
 FC0684                         *CURRENT SURVEY CONTROL
 FC0684  ___________________________________________________________________
 FC0684* NAD 83(1986)-  35 39 33.     (N)    084 52 58.     (W)     SCALED    
 FC0684* NAVD 88     -       242.779  (meters)     796.52   (feet)  ADJUSTED  
 FC0684  ___________________________________________________________________
 FC0684  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0684  DYNAMIC HT  -         242.549 (meters)     795.76  (feet)  COMP
 FC0684  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 FC0684
 FC0684  VERT ORDER  -  FIRST     CLASS II
 FC0684
 FC0684.The horizontal coordinates were scaled from a topographic map and have
 FC0684.an estimated accuracy of +/- 6 seconds.
 FC0684
 FC0684.The orthometric height was determined by differential leveling
 FC0684.and adjusted by the National Geodetic Survey in June 1991..
 FC0684
 FC0684.The geoid height was determined by GEOID03.
 FC0684
 FC0684.The dynamic height is computed by dividing the NAVD 88
 FC0684.geopotential number by the normal gravity value computed on the
 FC0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0684.degrees latitude (g = 980.6199 gals.).
 FC0684
 FC0684.The modeled gravity was interpolated from observed gravity values.
 FC0684
 FC0684;                    North         East    Units  Estimated Accuracy
 FC0684;SPC TN       -   147,680.      701,160.      MT  (+/- 180 meters Scaled)
 FC0684
 FC0684                          SUPERSEDED SURVEY CONTROL
 FC0684
 FC0684  NGVD 29 (??/??/92)  242.859  (m)          796.78   (f) ADJ UNCH    1 2
 FC0684
 FC0684.Superseded values are not recommended for survey control.
 FC0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0684.See file dsdata.txt to determine how the superseded data were derived.
 FC0684
 FC0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE916482(NAD 83)
 FC0684_MARKER: DB = BENCH MARK DISK
 FC0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0684_SP_SET: BRIDGE
 FC0684_STAMPING: B 193 1950
 FC0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0684
 FC0684  HISTORY     - Date     Condition        Report By
 FC0684  HISTORY     - 1950     MONUMENTED       CGS
 FC0684
 FC0684                          STATION DESCRIPTION
 FC0684
 FC0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0684'2.7 MI SW FROM SPRING CITY.
 FC0684'2.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0684'AT SPRING CITY, 75 YARDS NORTHEAST OF MILE POST 286, ABOUT 69
 FC0684'YARDS NORTHEAST OF A YARD LIMIT SIGN POST, SET IN THE TOP OF THE
 FC0684'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 10-FOOT
 FC0684'BRIDGE WITH STONE MASONRY ABUTMENTS, 8 1/2 FEET SOUTHEAST OF THE
 FC0684'SOUTHEAST RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0666 ***********************************************************************
 FC0666  DESIGNATION -  B 194
 FC0666  PID         -  FC0666
 FC0666  STATE/COUNTY-  TN/RHEA
 FC0666  USGS QUAD   -  RODDY (1976)
 FC0666
 FC0666                         *CURRENT SURVEY CONTROL
 FC0666  ___________________________________________________________________
 FC0666* NAD 83(1986)-  35 46 23.     (N)    084 46 19.     (W)     SCALED    
 FC0666* NAVD 88     -       234.680  (meters)     769.95   (feet)  ADJUSTED  
 FC0666  ___________________________________________________________________
 FC0666  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0666  DYNAMIC HT  -         234.461 (meters)     769.23  (feet)  COMP
 FC0666  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FC0666
 FC0666  VERT ORDER  -  FIRST     CLASS II
 FC0666
 FC0666.The horizontal coordinates were scaled from a topographic map and have
 FC0666.an estimated accuracy of +/- 6 seconds.
 FC0666
 FC0666.The orthometric height was determined by differential leveling
 FC0666.and adjusted by the National Geodetic Survey in June 1991..
 FC0666
 FC0666.The geoid height was determined by GEOID03.
 FC0666
 FC0666.The dynamic height is computed by dividing the NAVD 88
 FC0666.geopotential number by the normal gravity value computed on the
 FC0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0666.degrees latitude (g = 980.6199 gals.).
 FC0666
 FC0666.The modeled gravity was interpolated from observed gravity values.
 FC0666
 FC0666;                    North         East    Units  Estimated Accuracy
 FC0666;SPC TN       -   160,430.      711,030.      MT  (+/- 180 meters Scaled)
 FC0666
 FC0666                          SUPERSEDED SURVEY CONTROL
 FC0666
 FC0666  NGVD 29 (??/??/92)  234.772  (m)          770.25   (f) ADJ UNCH    1 2
 FC0666
 FC0666.Superseded values are not recommended for survey control.
 FC0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0666.See file dsdata.txt to determine how the superseded data were derived.
 FC0666
 FC0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE013610(NAD 83)
 FC0666_MARKER: DB = BENCH MARK DISK
 FC0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0666_STAMPING: B 194 1950
 FC0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0666+STABILITY: SURFACE MOTION
 FC0666
 FC0666  HISTORY     - Date     Condition        Report By
 FC0666  HISTORY     - 1950     MONUMENTED       CGS
 FC0666
 FC0666                          STATION DESCRIPTION
 FC0666
 FC0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0666'7.6 MI NE FROM SPRING CITY.
 FC0666'7.65 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0666'AT SPRING CITY, 183 YARDS NORTHEAST OF THE ROAD CROSSING AT
 FC0666'RODDY, 182 YARDS SOUTHWEST OF A 4-FOOT CAST IRON PIPE CULVERT,
 FC0666'45 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 53
 FC0666'FEET NORTH OF THE CENTER OF A CIRCULAR CONCRETE BATTERY BOX,
 FC0666'1 FOOT SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A T.V.A.
 FC0666'STEEL WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP
 FC0666'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0717 ***********************************************************************
 FC0717  DESIGNATION -  B 195
 FC0717  PID         -  FC0717
 FC0717  STATE/COUNTY-  TN/ROANE
 FC0717  USGS QUAD   -  HARRIMAN (1980)
 FC0717
 FC0717                         *CURRENT SURVEY CONTROL
 FC0717  ___________________________________________________________________
 FC0717* NAD 83(1986)-  35 56 39.     (N)    084 31 19.     (W)     SCALED    
 FC0717* NAVD 88     -       229.669  (meters)     753.51   (feet)  ADJUSTED  
 FC0717  ___________________________________________________________________
 FC0717  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0717  DYNAMIC HT  -         229.458 (meters)     752.81  (feet)  COMP
 FC0717  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 FC0717
 FC0717  VERT ORDER  -  FIRST     CLASS II
 FC0717
 FC0717.The horizontal coordinates were scaled from a topographic map and have
 FC0717.an estimated accuracy of +/- 6 seconds.
 FC0717
 FC0717.The orthometric height was determined by differential leveling
 FC0717.and adjusted by the National Geodetic Survey in June 1991..
 FC0717
 FC0717.The geoid height was determined by GEOID03.
 FC0717
 FC0717.The dynamic height is computed by dividing the NAVD 88
 FC0717.geopotential number by the normal gravity value computed on the
 FC0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0717.degrees latitude (g = 980.6199 gals.).
 FC0717
 FC0717.The modeled gravity was interpolated from observed gravity values.
 FC0717
 FC0717;                    North         East    Units  Estimated Accuracy
 FC0717;SPC TN       -   179,730.      733,350.      MT  (+/- 180 meters Scaled)
 FC0717
 FC0717                          SUPERSEDED SURVEY CONTROL
 FC0717
 FC0717  NGVD 29 (??/??/92)  229.788  (m)          753.90   (f) ADJ UNCH    1 2
 FC0717
 FC0717.Superseded values are not recommended for survey control.
 FC0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0717.See file dsdata.txt to determine how the superseded data were derived.
 FC0717
 FC0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE235805(NAD 83)
 FC0717_MARKER: DB = BENCH MARK DISK
 FC0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0717_STAMPING: B 195 1950
 FC0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0717+STABILITY: SURFACE MOTION
 FC0717
 FC0717  HISTORY     - Date     Condition        Report By
 FC0717  HISTORY     - 1950     MONUMENTED       CGS
 FC0717  HISTORY     - 1967     GOOD             NGS
 FC0717  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0717
 FC0717                          STATION DESCRIPTION
 FC0717
 FC0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0717'2.1 MI E FROM HARRIMAN.
 FC0717'ABOUT 1.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0717'STATION AT HARRIMAN, THENCE ABOUT 0.8 MILE SOUTHEAST ALONG A
 FC0717'BLACK TOP ROAD, AT THE ABANDONED LILES AIRPORT NOW A DRAG
 FC0717'STRIP, 278 FEET SOUTH OF THE SOUTH CORNER OF A LARGE TWO STORY
 FC0717'CONCRETE BLOCK HOUSE, 206 FEET NORTHEAST OF THE CENTER LINE OF
 FC0717'THE BLACK TOP ROADWAY OF THE DRAG STRIP, 101 FEET EAST OF A
 FC0717'POWER POLE, 122 FEET SOUTH OF A 12-INCH SYCAMORE TREE, 2.1 FEET
 FC0717'NORTHEAST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL
 FC0717'OF THE DRAG STRIP AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FC0717'WITH THE GROUND.
 FC0717
 FC0717                          STATION RECOVERY (1972)
 FC0717
 FC0717'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0841 ***********************************************************************
 FC0841  DESIGNATION -  B 196
 FC0841  PID         -  FC0841
 FC0841  STATE/COUNTY-  TN/MORGAN
 FC0841  USGS QUAD   -  HARRIMAN (1980)
 FC0841
 FC0841                         *CURRENT SURVEY CONTROL
 FC0841  ___________________________________________________________________
 FC0841* NAD 83(1986)-  35 57 18.     (N)    084 34 30.     (W)     SCALED    
 FC0841* NAVD 88     -       235.667  (meters)     773.18   (feet)  ADJUSTED  
 FC0841  ___________________________________________________________________
 FC0841  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC0841  DYNAMIC HT  -         235.451 (meters)     772.48  (feet)  COMP
 FC0841  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 FC0841
 FC0841  VERT ORDER  -  FIRST     CLASS II
 FC0841
 FC0841.The horizontal coordinates were scaled from a topographic map and have
 FC0841.an estimated accuracy of +/- 6 seconds.
 FC0841
 FC0841.The orthometric height was determined by differential leveling
 FC0841.and adjusted by the National Geodetic Survey in June 1991..
 FC0841
 FC0841.The geoid height was determined by GEOID03.
 FC0841
 FC0841.The dynamic height is computed by dividing the NAVD 88
 FC0841.geopotential number by the normal gravity value computed on the
 FC0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0841.degrees latitude (g = 980.6199 gals.).
 FC0841
 FC0841.The modeled gravity was interpolated from observed gravity values.
 FC0841
 FC0841;                    North         East    Units  Estimated Accuracy
 FC0841;SPC TN       -   180,860.      728,550.      MT  (+/- 180 meters Scaled)
 FC0841
 FC0841                          SUPERSEDED SURVEY CONTROL
 FC0841
 FC0841  NGVD 29 (??/??/92)  235.783  (m)          773.56   (f) ADJ UNCH    1 2
 FC0841
 FC0841.Superseded values are not recommended for survey control.
 FC0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0841.See file dsdata.txt to determine how the superseded data were derived.
 FC0841
 FC0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE187816(NAD 83)
 FC0841_MARKER: DB = BENCH MARK DISK
 FC0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0841_SP_SET: CULVERT
 FC0841_STAMPING: B 196 1950
 FC0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0841
 FC0841  HISTORY     - Date     Condition        Report By
 FC0841  HISTORY     - 1950     MONUMENTED       CGS
 FC0841  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0841
 FC0841                          STATION DESCRIPTION
 FC0841
 FC0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0841'1.2 MI NW FROM HARRIMAN JUNCTION.
 FC0841'1.2 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0841'AT HARRIMAN JUNCTION, 161.5 FEET SOUTHEAST AND ACROSS THE TRACKS
 FC0841'FROM MILE POST 257, 7 FEET EAST OF THE EAST RAIL OF THE EAST
 FC0841'TRACK, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A
 FC0841'CONCRETE CULVERT, 52 FEET SOUTH OF A CIRCULAR CONCRETE BATTERY
 FC0841'WELL, 47 FEET SOUTH OF A SIGNAL SWITCH BOX AND ABOUT 1 FOOT BELOW
 FC0841'THE TRACK.
 FC0841
 FC0841                          STATION RECOVERY (1972)
 FC0841
 FC0841'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0923 ***********************************************************************
 GB0923  DESIGNATION -  B 197
 GB0923  PID         -  GB0923
 GB0923  STATE/COUNTY-  TN/SCOTT
 GB0923  USGS QUAD   -  ROBBINS (1980)
 GB0923
 GB0923                         *CURRENT SURVEY CONTROL
 GB0923  ___________________________________________________________________
 GB0923* NAD 83(1986)-  36 21 59.     (N)    084 34 34.     (W)     SCALED    
 GB0923* NAVD 88     -       404.072  (meters)    1325.69   (feet)  ADJUSTED  
 GB0923  ___________________________________________________________________
 GB0923  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0923  DYNAMIC HT  -         403.721 (meters)    1324.54  (feet)  COMP
 GB0923  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 GB0923
 GB0923  VERT ORDER  -  FIRST     CLASS I
 GB0923
 GB0923.The horizontal coordinates were scaled from a topographic map and have
 GB0923.an estimated accuracy of +/- 6 seconds.
 GB0923
 GB0923.The orthometric height was determined by differential leveling
 GB0923.and adjusted by the National Geodetic Survey in June 1991..
 GB0923
 GB0923.The geoid height was determined by GEOID03.
 GB0923
 GB0923.The dynamic height is computed by dividing the NAVD 88
 GB0923.geopotential number by the normal gravity value computed on the
 GB0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0923.degrees latitude (g = 980.6199 gals.).
 GB0923
 GB0923.The modeled gravity was interpolated from observed gravity values.
 GB0923
 GB0923;                    North         East    Units  Estimated Accuracy
 GB0923;SPC TN       -   226,500.      727,780.      MT  (+/- 180 meters Scaled)
 GB0923
 GB0923                          SUPERSEDED SURVEY CONTROL
 GB0923
 GB0923  NGVD 29 (??/??/92)  404.198  (m)         1326.11   (f) ADJ UNCH    1 1
 GB0923
 GB0923.Superseded values are not recommended for survey control.
 GB0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0923.See file dsdata.txt to determine how the superseded data were derived.
 GB0923
 GB0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF174273(NAD 83)
 GB0923_MARKER: DB = BENCH MARK DISK
 GB0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0923_SP_SET: RETAINING WALL OF TUNNEL
 GB0923_STAMPING: B 197 1950
 GB0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0923
 GB0923  HISTORY     - Date     Condition        Report By
 GB0923  HISTORY     - 1950     MONUMENTED       CGS
 GB0923  HISTORY     - 1968     GOOD             NGS
 GB0923
 GB0923                          STATION DESCRIPTION
 GB0923
 GB0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0923'1.2 MI NE FROM ROBBINS.
 GB0923'ABOUT 1.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0923'STATION AT ROBBINS, 2 TELEPHONE POLES SOUTHWEST OF MILEPOST
 GB0923'221, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GB0923'CONCRETE AND STONE RETAINING WALL AT THE NORTHEAST END OF
 GB0923'THE ROBBINS TUNNEL, 20 FEET NORTHEAST OF THE ARCHED STONE
 GB0923'ENTRANCE TO THE TUNNEL, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 GB0923'ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 FEET
 GB0923'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0010 ***********************************************************************
 GB0010  DESIGNATION -  B 198
 GB0010  PID         -  GB0010
 GB0010  STATE/COUNTY-  TN/SCOTT
 GB0010  USGS QUAD   -  WINFIELD (1982)
 GB0010
 GB0010                         *CURRENT SURVEY CONTROL
 GB0010  ___________________________________________________________________
 GB0010* NAD 83(1986)-  36 32 40.     (N)    084 27 27.     (W)     SCALED    
 GB0010* NAVD 88     -       418.031  (meters)    1371.49   (feet)  ADJUSTED  
 GB0010  ___________________________________________________________________
 GB0010  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GB0010  DYNAMIC HT  -         417.678 (meters)    1370.33  (feet)  COMP
 GB0010  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GB0010
 GB0010  VERT ORDER  -  FIRST     CLASS I
 GB0010
 GB0010.The horizontal coordinates were scaled from a topographic map and have
 GB0010.an estimated accuracy of +/- 6 seconds.
 GB0010
 GB0010.The orthometric height was determined by differential leveling
 GB0010.and adjusted by the National Geodetic Survey in June 1991..
 GB0010
 GB0010.The geoid height was determined by GEOID03.
 GB0010
 GB0010.The dynamic height is computed by dividing the NAVD 88
 GB0010.geopotential number by the normal gravity value computed on the
 GB0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0010.degrees latitude (g = 980.6199 gals.).
 GB0010
 GB0010.The modeled gravity was interpolated from observed gravity values.
 GB0010
 GB0010;                    North         East    Units  Estimated Accuracy
 GB0010;SPC TN       -   246,420.      738,110.      MT  (+/- 180 meters Scaled)
 GB0010
 GB0010                          SUPERSEDED SURVEY CONTROL
 GB0010
 GB0010  NGVD 29 (??/??/92)  418.161  (m)         1371.92   (f) ADJ UNCH    1 1
 GB0010
 GB0010.Superseded values are not recommended for survey control.
 GB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0010.See file dsdata.txt to determine how the superseded data were derived.
 GB0010
 GB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF275473(NAD 83)
 GB0010_MARKER: DB = BENCH MARK DISK
 GB0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0010_STAMPING: B 198 1950
 GB0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0010+STABILITY: SURFACE MOTION
 GB0010
 GB0010  HISTORY     - Date     Condition        Report By
 GB0010  HISTORY     - 1950     MONUMENTED       CGS
 GB0010  HISTORY     - 1968     GOOD             NGS
 GB0010
 GB0010                          STATION DESCRIPTION
 GB0010
 GB0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0010'0.9 MI SW FROM WINFIELD.
 GB0010'ABOUT 0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0010'POST OFFICE AT WINFIELD, NEAR THE NORTHEAST END OF A FILL AND
 GB0010'SOUTHWEST END OF A CUT FOR THE RAILROAD, 0.3 MILE NORTHEAST OF
 GB0010'A RAILROAD UNDERPASS FOR OLD U.S. HIGHWAY 27, 100 YARDS WEST OF THE
 GB0010'WEST CORNER OF A BRICK HOUSE, 70 FEET SOUTHEAST OF THE SOUTHEAST
 GB0010'RAIL, 25 FEET NORTHEAST AND ACROSS A PRIVATE ROAD FROM TELEPHONE
 GB0010'POLE NUMBER 100-90, 7 FEET NORTHEAST OF A METAL GATE POST, 1
 GB0010'FOOT NORTHWEST OF A FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS
 GB0010'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 GB0010'CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0765 ***********************************************************************
 FE0765  DESIGNATION -  B 20
 FE0765  PID         -  FE0765
 FE0765  STATE/COUNTY-  TN/MADISON
 FE0765  USGS QUAD   -  BEECH BLUFF (1981)
 FE0765
 FE0765                         *CURRENT SURVEY CONTROL
 FE0765  ___________________________________________________________________
 FE0765* NAD 83(1986)-  35 35 57.     (N)    088 39 46.     (W)     SCALED    
 FE0765* NAVD 88     -       117.838  (meters)     386.61   (feet)  ADJUSTED  
 FE0765  ___________________________________________________________________
 FE0765  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0765  DYNAMIC HT  -         117.731 (meters)     386.26  (feet)  COMP
 FE0765  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 FE0765
 FE0765  VERT ORDER  -  SECOND    CLASS 0
 FE0765
 FE0765.The horizontal coordinates were scaled from a topographic map and have
 FE0765.an estimated accuracy of +/- 6 seconds.
 FE0765
 FE0765.The orthometric height was determined by differential leveling
 FE0765.and adjusted by the National Geodetic Survey in June 1991..
 FE0765
 FE0765.The geoid height was determined by GEOID03.
 FE0765
 FE0765.The dynamic height is computed by dividing the NAVD 88
 FE0765.geopotential number by the normal gravity value computed on the
 FE0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0765.degrees latitude (g = 980.6199 gals.).
 FE0765
 FE0765.The modeled gravity was interpolated from observed gravity values.
 FE0765
 FE0765;                    North         East    Units  Estimated Accuracy
 FE0765;SPC TN       -   143,730.      358,750.      MT  (+/- 180 meters Scaled)
 FE0765
 FE0765                          SUPERSEDED SURVEY CONTROL
 FE0765
 FE0765  NGVD 29 (??/??/??)  117.866  (m)          386.70   (f) ADJUSTED    2 0
 FE0765
 FE0765.Superseded values are not recommended for survey control.
 FE0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0765.See file dsdata.txt to determine how the superseded data were derived.
 FE0765
 FE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE493407(NAD 83)
 FE0765_MARKER: DB = BENCH MARK DISK
 FE0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0765_STAMPING: 386.800 B 20 1934
 FE0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0765+STABILITY: SURFACE MOTION
 FE0765
 FE0765  HISTORY     - Date     Condition        Report By
 FE0765  HISTORY     - 1934     MONUMENTED       CGS
 FE0765  HISTORY     - 1935     GOOD             CGS
 FE0765
 FE0765                          STATION DESCRIPTION
 FE0765
 FE0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0765'1.7 MI W FROM BEECH BLUFF.
 FE0765'1.7 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0765'RAILWAY FROM BEECH BLUFF, MADISON COUNTY, AT RANGER, ONE POLE
 FE0765'WEST OF MILEPOST 135, OPPOSITE SURVEY STATION 7132+24, 30 FEET
 FE0765'EAST AND 25 FEET SOUTH OF THE STATION SHED, 50 FEET SOUTH OF THE
 FE0765'CENTERLINE OF THE MAIN TRACK, AND 1 FOOT NORTH OF A FENCE.  A
 FE0765'STANDARD DISK, STAMPED 386.800 B 20 1934 AND SET IN THE TOP OF A
 FE0765'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0181 ***********************************************************************
 GB0181  DESIGNATION -  B 201
 GB0181  PID         -  GB0181
 GB0181  STATE/COUNTY-  TN/SCOTT
 GB0181  USGS QUAD   -  KETCHEN (1982)
 GB0181
 GB0181                         *CURRENT SURVEY CONTROL
 GB0181  ___________________________________________________________________
 GB0181* NAD 83(1986)-  36 34 49.     (N)    084 16 55.     (W)     SCALED    
 GB0181* NAVD 88     -       363.959  (meters)    1194.09   (feet)  ADJUSTED  
 GB0181  ___________________________________________________________________
 GB0181  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0181  DYNAMIC HT  -         363.651 (meters)    1193.08  (feet)  COMP
 GB0181  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GB0181
 GB0181  VERT ORDER  -  SECOND    CLASS 0
 GB0181
 GB0181.The horizontal coordinates were scaled from a topographic map and have
 GB0181.an estimated accuracy of +/- 6 seconds.
 GB0181
 GB0181.The orthometric height was determined by differential leveling
 GB0181.and adjusted by the National Geodetic Survey in June 1991..
 GB0181
 GB0181.The geoid height was determined by GEOID03.
 GB0181
 GB0181.The dynamic height is computed by dividing the NAVD 88
 GB0181.geopotential number by the normal gravity value computed on the
 GB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0181.degrees latitude (g = 980.6199 gals.).
 GB0181
 GB0181.The modeled gravity was interpolated from observed gravity values.
 GB0181
 GB0181;                    North         East    Units  Estimated Accuracy
 GB0181;SPC TN       -   250,650.      753,760.      MT  (+/- 180 meters Scaled)
 GB0181
 GB0181                          SUPERSEDED SURVEY CONTROL
 GB0181
 GB0181  NGVD 29 (??/??/92)  364.094  (m)         1194.53   (f) ADJ UNCH    2 0
 GB0181
 GB0181.Superseded values are not recommended for survey control.
 GB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0181.See file dsdata.txt to determine how the superseded data were derived.
 GB0181
 GB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF431517(NAD 83)
 GB0181_MARKER: DB = BENCH MARK DISK
 GB0181_SETTING: 66 = SET IN ROCK OUTCROP
 GB0181_SP_SET: ROCK OUTCROP
 GB0181_STAMPING: B 201 1951 1194.532
 GB0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0181+STABILITY: POSITION/ELEVATION WELL
 GB0181
 GB0181  HISTORY     - Date     Condition        Report By
 GB0181  HISTORY     - 1951     MONUMENTED       CGS
 GB0181  HISTORY     - 1957     GOOD             NGS
 GB0181
 GB0181                          STATION DESCRIPTION
 GB0181
 GB0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0181'2.2 MI E FROM KETCHEN.
 GB0181'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM THE CHURCH AND
 GB0181'SCHOOL AT KETCHEN, THENCE ABOUT 0.3 MILE NORTH ALONG AN OLD
 GB0181'LOGGING ROAD, SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 GB0181'TRIANGLE SHAPED SLOPING OUTCROP OF ROCK, 14 FEET NORTH OF THE
 GB0181'CENTER LINE OF THE ROAD, ABOUT 2 1/2 FEET ABOVE THE GROUND AND
 GB0181'ABOUT 3 FEET ABOVE THE ROAD.
 GB0181
 GB0181                          STATION RECOVERY (1957)
 GB0181
 GB0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0144 ***********************************************************************
 GB0144  DESIGNATION -  B 202
 GB0144  PID         -  GB0144
 GB0144  STATE/COUNTY-  TN/CAMPBELL
 GB0144  USGS QUAD   -  JELLICO WEST (1979)
 GB0144
 GB0144                         *CURRENT SURVEY CONTROL
 GB0144  ___________________________________________________________________
 GB0144* NAD 83(1986)-  36 32 25.     (N)    084 10 34.     (W)     SCALED    
 GB0144* NAVD 88     -       305.577  (meters)    1002.55   (feet)  ADJUSTED  
 GB0144  ___________________________________________________________________
 GB0144  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB0144  DYNAMIC HT  -         305.308 (meters)    1001.66  (feet)  COMP
 GB0144  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 GB0144
 GB0144  VERT ORDER  -  SECOND    CLASS 0
 GB0144
 GB0144.The horizontal coordinates were scaled from a topographic map and have
 GB0144.an estimated accuracy of +/- 6 seconds.
 GB0144
 GB0144.The orthometric height was determined by differential leveling
 GB0144.and adjusted by the National Geodetic Survey in June 1991..
 GB0144
 GB0144.The geoid height was determined by GEOID03.
 GB0144
 GB0144.The dynamic height is computed by dividing the NAVD 88
 GB0144.geopotential number by the normal gravity value computed on the
 GB0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0144.degrees latitude (g = 980.6199 gals.).
 GB0144
 GB0144.The modeled gravity was interpolated from observed gravity values.
 GB0144
 GB0144;                    North         East    Units  Estimated Accuracy
 GB0144;SPC TN       -   246,390.      763,310.      MT  (+/- 180 meters Scaled)
 GB0144
 GB0144                          SUPERSEDED SURVEY CONTROL
 GB0144
 GB0144  NGVD 29 (??/??/92)  305.712  (m)         1002.99   (f) ADJ UNCH    2 0
 GB0144
 GB0144.Superseded values are not recommended for survey control.
 GB0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0144.See file dsdata.txt to determine how the superseded data were derived.
 GB0144
 GB0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF527475(NAD 83)
 GB0144_MARKER: DB = BENCH MARK DISK
 GB0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0144_SP_SET: ABUTMENT
 GB0144_STAMPING: B 202 1951 1002.990
 GB0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0144
 GB0144  HISTORY     - Date     Condition        Report By
 GB0144  HISTORY     - 1951     MONUMENTED       CGS
 GB0144  HISTORY     - 1957     GOOD             NGS
 GB0144
 GB0144                          STATION DESCRIPTION
 GB0144
 GB0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0144'1.1 MI SW FROM NEWCOMB.
 GB0144'ABOUT 1.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0144'STATION AT NEWCOMB, ABOUT 0.2 MILE SOUTHWEST OF MILE POST 61,
 GB0144'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT
 GB0144'OF A BRIDGE OVER ELK CREEK, 6 FEET NORTHWEST OF THE NORTHWEST
 GB0144'RAIL, 1 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT
 GB0144'AND ABOUT 1 FOOT BELOW THE TRACK.
 GB0144
 GB0144                          STATION RECOVERY (1957)
 GB0144
 GB0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1140 ***********************************************************************
 GB1140  DESIGNATION -  B 203
 GB1140  PID         -  GB1140
 GB1140  STATE/COUNTY-  TN/FENTRESS
 GB1140  USGS QUAD   -  MOODYVILLE (1962)
 GB1140
 GB1140                         *CURRENT SURVEY CONTROL
 GB1140  ___________________________________________________________________
 GB1140* NAD 83(1986)-  36 33 29.     (N)    085 00 14.     (W)     SCALED    
 GB1140* NAVD 88     -       308.222  (meters)    1011.23   (feet)  ADJUSTED  
 GB1140  ___________________________________________________________________
 GB1140  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1140  DYNAMIC HT  -         307.958 (meters)    1010.36  (feet)  COMP
 GB1140  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 GB1140
 GB1140  VERT ORDER  -  SECOND    CLASS 0
 GB1140
 GB1140.The horizontal coordinates were scaled from a topographic map and have
 GB1140.an estimated accuracy of +/- 6 seconds.
 GB1140
 GB1140.The orthometric height was determined by differential leveling
 GB1140.and adjusted by the National Geodetic Survey in June 1991..
 GB1140
 GB1140.The geoid height was determined by GEOID03.
 GB1140
 GB1140.The dynamic height is computed by dividing the NAVD 88
 GB1140.geopotential number by the normal gravity value computed on the
 GB1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1140.degrees latitude (g = 980.6199 gals.).
 GB1140
 GB1140.The modeled gravity was interpolated from observed gravity values.
 GB1140
 GB1140;                    North         East    Units  Estimated Accuracy
 GB1140;SPC TN       -   247,290.      689,180.      MT  (+/- 180 meters Scaled)
 GB1140
 GB1140                          SUPERSEDED SURVEY CONTROL
 GB1140
 GB1140  NGVD 29 (??/??/92)  308.348  (m)         1011.64   (f) ADJ UNCH    2 0
 GB1140
 GB1140.Superseded values are not recommended for survey control.
 GB1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1140.See file dsdata.txt to determine how the superseded data were derived.
 GB1140
 GB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF786477(NAD 83)
 GB1140_MARKER: DB = BENCH MARK DISK
 GB1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1140_STAMPING: B 203 1951 1011.638
 GB1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1140+STABILITY: SURFACE MOTION
 GB1140
 GB1140  HISTORY     - Date     Condition        Report By
 GB1140  HISTORY     - 1951     MONUMENTED       CGS
 GB1140  HISTORY     - 1958     GOOD             NGS
 GB1140
 GB1140                          STATION DESCRIPTION
 GB1140
 GB1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1140'0.8 MI SE FROM FORBUS.
 GB1140'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 GB1140'AT FORBUS, ABOUT 1.0 MILE NORTHWEST OF FORBUS SCHOOL, ABOUT 0.1 MILE
 GB1140'WEST OF A GRAVEL ROAD SOUTH, 92 FEET SOUTH OF SOUTHEAST CORNER OF
 GB1140'A HOUSE OWNED BY LOYD CROUCH, 45 FEET NORTHEAST OF CENTER LINE OF
 GB1140'HIGHWAY, 87 FEET EAST-NORTHEAST OF AND ACROSS HIGHWAY FROM NORTHEAST
 GB1140'CORNER OF GREG UPCHURCH RESIDENCE, 81 FEET NORTHEAST AND ACROSS
 GB1140'HIGHWAY FROM NORTHEAST CORNER OF CONCRETE WELL CURB, 1 1/2 FEET WEST
 GB1140'OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 GB1140'ABOUT 4 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1140'PROJECTING 3 INCHES.
 GB1140
 GB1140                          STATION RECOVERY (1958)
 GB1140
 GB1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1561 ***********************************************************************
 GB1561  DESIGNATION -  B 204
 GB1561  PID         -  GB1561
 GB1561  STATE/COUNTY-  TN/CLAY
 GB1561  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1561
 GB1561                         *CURRENT SURVEY CONTROL
 GB1561  ___________________________________________________________________
 GB1561* NAD 83(1986)-  36 36 52.     (N)    085 24 50.     (W)     SCALED    
 GB1561* NAVD 88     -       305.894  (meters)    1003.59   (feet)  ADJUSTED  
 GB1561  ___________________________________________________________________
 GB1561  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB1561  DYNAMIC HT  -         305.631 (meters)    1002.72  (feet)  COMP
 GB1561  MODELED GRAV-     979,762.2   (mgal)                       NAVD 88
 GB1561
 GB1561  VERT ORDER  -  SECOND    CLASS 0
 GB1561
 GB1561.The horizontal coordinates were scaled from a topographic map and have
 GB1561.an estimated accuracy of +/- 6 seconds.
 GB1561
 GB1561.The orthometric height was determined by differential leveling
 GB1561.and adjusted by the National Geodetic Survey in June 1991..
 GB1561
 GB1561.The geoid height was determined by GEOID03.
 GB1561
 GB1561.The dynamic height is computed by dividing the NAVD 88
 GB1561.geopotential number by the normal gravity value computed on the
 GB1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1561.degrees latitude (g = 980.6199 gals.).
 GB1561
 GB1561.The modeled gravity was interpolated from observed gravity values.
 GB1561
 GB1561;                    North         East    Units  Estimated Accuracy
 GB1561;SPC TN       -   253,250.      652,440.      MT  (+/- 180 meters Scaled)
 GB1561
 GB1561                          SUPERSEDED SURVEY CONTROL
 GB1561
 GB1561  NGVD 29 (??/??/92)  306.007  (m)         1003.96   (f) ADJ UNCH    2 0
 GB1561
 GB1561.Superseded values are not recommended for survey control.
 GB1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1561.See file dsdata.txt to determine how the superseded data were derived.
 GB1561
 GB1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF418532(NAD 83)
 GB1561_MARKER: DB = BENCH MARK DISK
 GB1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1561_STAMPING: B 204 1951
 GB1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1561+STABILITY: SURFACE MOTION
 GB1561
 GB1561  HISTORY     - Date     Condition        Report By
 GB1561  HISTORY     - 1951     MONUMENTED       CGS
 GB1561  HISTORY     - 1966     GOOD             NGS
 GB1561
 GB1561                          STATION DESCRIPTION
 GB1561
 GB1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1561'0.8 MI NE FROM THOMPSON STORE.
 GB1561'ABOUT 0.75 MILE NORTHEAST ALONG STATE ROUTE 53 FROM THE CROSSROADS
 GB1561'AT THOMPSON STORE, ABOUT 0.35 MILE SOUTHWEST OF THE
 GB1561'KENTUCKY-TENNESSEE STATE LINE, ABOUT 0.35 MILE NORTHEAST OF THE
 GB1561'JUNCTION OF A ROAD LEADING SOUTHEAST TO THE ROCK SPRINGS CHURCH,
 GB1561'66 FEET SOUTH OF THE SOUTHWEST CORNER OF A BLOCK BUILDING, 48
 GB1561'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 11 FEET
 GB1561'SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A
 GB1561'FARM HOUSE, 1.2 FEET NORTH OF A METAL WITNESS POST AND SIGN,
 GB1561'AND NEAR THE NORTH EDGE OF A SMALL GARDEN PLOT.  IT IS A
 GB1561'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 GB1561'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GB1561'STAMPED B 204 1951.  NOTE-- THIS MARK IS REACHED FROM THE POST
 GB1561'OFFICE IN PAYTONSBURG, KENTUCKY, BY GOING SOUTHWEST ON KENTUCKY
 GB1561'STATE ROUTE 61 FOR 1.6 MILES TO THE TENNESSEE STATE LINE, THENCE
 GB1561'0.35 MILE SOUTHWEST ALONG TENNESSEE STATE ROUTE 53 TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0117 ***********************************************************************
 FE0117  DESIGNATION -  B 21
 FE0117  PID         -  FE0117
 FE0117  STATE/COUNTY-  TN/PERRY
 FE0117  USGS QUAD   -  PERRYVILLE (1986)
 FE0117
 FE0117                         *CURRENT SURVEY CONTROL
 FE0117  ___________________________________________________________________
 FE0117* NAD 83(1986)-  35 37 27.     (N)    088 01 22.     (W)     SCALED    
 FE0117* NAVD 88     -       118.578  (meters)     389.03   (feet)  ADJUSTED  
 FE0117  ___________________________________________________________________
 FE0117  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0117  DYNAMIC HT  -         118.473 (meters)     388.69  (feet)  COMP
 FE0117  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 FE0117
 FE0117  VERT ORDER  -  FIRST     CLASS II
 FE0117
 FE0117.The horizontal coordinates were scaled from a topographic map and have
 FE0117.an estimated accuracy of +/- 6 seconds.
 FE0117
 FE0117.The orthometric height was determined by differential leveling
 FE0117.and adjusted by the National Geodetic Survey in June 1991..
 FE0117
 FE0117.The geoid height was determined by GEOID03.
 FE0117
 FE0117.The dynamic height is computed by dividing the NAVD 88
 FE0117.geopotential number by the normal gravity value computed on the
 FE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0117.degrees latitude (g = 980.6199 gals.).
 FE0117
 FE0117.The modeled gravity was interpolated from observed gravity values.
 FE0117
 FE0117;                    North         East    Units  Estimated Accuracy
 FE0117;SPC TN       -   145,110.      416,780.      MT  (+/- 180 meters Scaled)
 FE0117
 FE0117                          SUPERSEDED SURVEY CONTROL
 FE0117
 FE0117  NGVD 29 (??/??/??)  118.593  (m)          389.08   (f) ADJUSTED    1 2
 FE0117
 FE0117.Superseded values are not recommended for survey control.
 FE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0117.See file dsdata.txt to determine how the superseded data were derived.
 FE0117
 FE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE073427(NAD 83)
 FE0117_MARKER: DB = BENCH MARK DISK
 FE0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0117_SP_SET: BRIDGE
 FE0117_STAMPING: B 21 1934
 FE0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0117
 FE0117  HISTORY     - Date     Condition        Report By
 FE0117  HISTORY     - 1934     MONUMENTED       CGS
 FE0117  HISTORY     - 1947     GOOD             CGS
 FE0117
 FE0117                          STATION DESCRIPTION
 FE0117
 FE0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0117'6.3 MI E FROM PARSONS.
 FE0117'6.3 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0117'OFFICE AT PARSONS, ABOUT 2.25 MILES WEST OF HINSONS GROCERY
 FE0117'STORE AT POPE, PERRY COUNTY, AT THE EAST END OF THE BRIDGE OVER
 FE0117'THE TENNESSEE RIVER, SET IN THE TOP OF THE SOUTH END OF THE EAST
 FE0117'ABUTMENT OF THE EAST APPROACH TO THE BRIDGE, 14 FEET SOUTH OF
 FE0117'AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1308 ***********************************************************************
 FE1308  DESIGNATION -  B 213
 FE1308  PID         -  FE1308
 FE1308  STATE/COUNTY-  TN/FAYETTE
 FE1308  USGS QUAD   -  GALLAWAY (1981)
 FE1308
 FE1308                         *CURRENT SURVEY CONTROL
 FE1308  ___________________________________________________________________
 FE1308* NAD 83(1986)-  35 20 13.     (N)    089 32 35.     (W)     SCALED    
 FE1308* NAVD 88     -        93.913  (meters)     308.11   (feet)  ADJUSTED  
 FE1308  ___________________________________________________________________
 FE1308  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1308  DYNAMIC HT  -          93.829 (meters)     307.84  (feet)  COMP
 FE1308  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE1308
 FE1308  VERT ORDER  -  SECOND    CLASS 0
 FE1308
 FE1308.The horizontal coordinates were scaled from a topographic map and have
 FE1308.an estimated accuracy of +/- 6 seconds.
 FE1308
 FE1308.The orthometric height was determined by differential leveling
 FE1308.and adjusted by the National Geodetic Survey in June 1991..
 FE1308
 FE1308.The geoid height was determined by GEOID03.
 FE1308
 FE1308.The dynamic height is computed by dividing the NAVD 88
 FE1308.geopotential number by the normal gravity value computed on the
 FE1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1308.degrees latitude (g = 980.6199 gals.).
 FE1308
 FE1308.The modeled gravity was interpolated from observed gravity values.
 FE1308
 FE1308;                    North         East    Units  Estimated Accuracy
 FE1308;SPC TN       -   117,180.      277,970.      MT  (+/- 180 meters Scaled)
 FE1308
 FE1308                          SUPERSEDED SURVEY CONTROL
 FE1308
 FE1308  NGVD 29 (??/??/??)   93.893  (m)          308.05   (f) ADJUSTED    2 0
 FE1308
 FE1308.Superseded values are not recommended for survey control.
 FE1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1308.See file dsdata.txt to determine how the superseded data were derived.
 FE1308
 FE1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE688133(NAD 83)
 FE1308_MARKER: DB = BENCH MARK DISK
 FE1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1308_STAMPING: B 213 1958
 FE1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1308+STABILITY: SURFACE MOTION
 FE1308
 FE1308  HISTORY     - Date     Condition        Report By
 FE1308  HISTORY     - 1958     MONUMENTED       CGS
 FE1308  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1308
 FE1308                          STATION DESCRIPTION
 FE1308
 FE1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1308'7.2 MI ENE FROM GALLAWAY.
 FE1308'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1308'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1308'FOLLOW A DIRT ROAD LEADING SOUTH FOR 1.9 MILES, THENCE 0.95
 FE1308'MILE ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A PAVED ROAD,
 FE1308'THENCE 1.3 MILE NORTH ALONG A PAVED ROAD, THENCE 0.4 MILE
 FE1308'EAST, 107.0 FT. NORTHEAST OF A POWER LINE POLE, 21.0 FT.
 FE1308'SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FT. NORTH OF A FENCE,
 FE1308'1.6 FT. EAST OF A WHITE WOODEN WITNESS POST, 0.2 MILE EAST OF A
 FE1308'T JUNCTION, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1308'PROJECTING 1 INCH.
 FE1308
 FE1308                          STATION RECOVERY (2002)
 FE1308
 FE1308'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0834 ***********************************************************************
 FE0834  DESIGNATION -  B 214
 FE0834  PID         -  FE0834
 FE0834  STATE/COUNTY-  TN/HAYWOOD
 FE0834  USGS QUAD   -  SUNNYHILL (1983)
 FE0834
 FE0834                         *CURRENT SURVEY CONTROL
 FE0834  ___________________________________________________________________
 FE0834* NAD 83(1986)-  35 34 08.     (N)    089 08 59.     (W)     SCALED    
 FE0834* NAVD 88     -       109.479  (meters)     359.18   (feet)  ADJUSTED  
 FE0834  ___________________________________________________________________
 FE0834  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0834  DYNAMIC HT  -         109.382 (meters)     358.86  (feet)  COMP
 FE0834  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FE0834
 FE0834  VERT ORDER  -  SECOND    CLASS 0
 FE0834
 FE0834.The horizontal coordinates were scaled from a topographic map and have
 FE0834.an estimated accuracy of +/- 6 seconds.
 FE0834
 FE0834.The orthometric height was determined by differential leveling
 FE0834.and adjusted by the National Geodetic Survey in June 1991..
 FE0834
 FE0834.The geoid height was determined by GEOID03.
 FE0834
 FE0834.The dynamic height is computed by dividing the NAVD 88
 FE0834.geopotential number by the normal gravity value computed on the
 FE0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0834.degrees latitude (g = 980.6199 gals.).
 FE0834
 FE0834.The modeled gravity was interpolated from observed gravity values.
 FE0834
 FE0834;                    North         East    Units  Estimated Accuracy
 FE0834;SPC TN       -   141,680.      314,530.      MT  (+/- 180 meters Scaled)
 FE0834
 FE0834                          SUPERSEDED SURVEY CONTROL
 FE0834
 FE0834  NGVD 29 (??/??/??)  109.493  (m)          359.23   (f) ADJUSTED    2 0
 FE0834
 FE0834.Superseded values are not recommended for survey control.
 FE0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0834.See file dsdata.txt to determine how the superseded data were derived.
 FE0834
 FE0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE051382(NAD 83)
 FE0834_MARKER: DB = BENCH MARK DISK
 FE0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0834_STAMPING: B 214 1959
 FE0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0834+STABILITY: SURFACE MOTION
 FE0834
 FE0834  HISTORY     - Date     Condition        Report By
 FE0834  HISTORY     - 1959     MONUMENTED       CGS
 FE0834  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0834
 FE0834                          STATION DESCRIPTION
 FE0834
 FE0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0834'11.6 MI SE FROM BROWNSVILLE.
 FE0834'0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0834'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0834'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0834'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y JUNCTION,
 FE0834'THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE DRIVE, THENCE
 FE0834'0.5 MILE NORTH, THENCE ABOUT 0.5 MILE NORTHEAST ACROSS COUNTRY
 FE0834'TO A DIRT ROAD, THENCE 0.8 MILE EAST ON A DIRT ROAD TO A Y
 FE0834'JUNCTION, 147 FT. SOUTHEAST OF THE CENTER OF THE INTERSTATE
 FE0834'HIGHWAY, 77 FT. NORTHWEST OF THE CENTER OF A Y JUNCTION, 18 FT.
 FE0834'EAST OF THE CENTER OF A GRAVELED ROAD, 2 FT. EAST OF A FENCE,
 FE0834'2 FT. SOUTHWEST OF A WITNESS POST, A C AND GS DISK SET IN TOP
 FE0834'OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0834
 FE0834                          STATION RECOVERY (2002)
 FE0834
 FE0834'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0835 ***********************************************************************
 FE0835  DESIGNATION -  B 214 RESET
 FE0835  PID         -  FE0835
 FE0835  STATE/COUNTY-  TN/HAYWOOD
 FE0835  USGS QUAD   -  SUNNYHILL (1983)
 FE0835
 FE0835                         *CURRENT SURVEY CONTROL
 FE0835  ___________________________________________________________________
 FE0835* NAD 83(1986)-  35 34 08.     (N)    089 08 58.     (W)     SCALED    
 FE0835* NAVD 88     -       113.56   (+/-2cm)     372.6    (feet)  VERTCON   
 FE0835  ___________________________________________________________________
 FE0835  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0835
 FE0835  VERT ORDER  -  THIRD (See Below)
 FE0835
 FE0835.The horizontal coordinates were scaled from a topographic map and have
 FE0835.an estimated accuracy of +/- 6 seconds.
 FE0835
 FE0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0835.The vertical order pertains to the NGVD 29 superseded value.
 FE0835
 FE0835.The geoid height was determined by GEOID03.
 FE0835
 FE0835;                    North         East    Units  Estimated Accuracy
 FE0835;SPC TN       -   141,680.      314,560.      MT  (+/- 180 meters Scaled)
 FE0835
 FE0835                          SUPERSEDED SURVEY CONTROL
 FE0835
 FE0835  NGVD 29 (??/??/??)  113.57   (m)          372.6    (f) RESET       3  
 FE0835
 FE0835.Superseded values are not recommended for survey control.
 FE0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0835.See file dsdata.txt to determine how the superseded data were derived.
 FE0835
 FE0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE052382(NAD 83)
 FE0835_MARKER: DD = SURVEY DISK
 FE0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0835_STAMPING: B 214 RESET 1960
 FE0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0835+STABILITY: SURFACE MOTION
 FE0835
 FE0835  HISTORY     - Date     Condition        Report By
 FE0835  HISTORY     - 1960     MONUMENTED       CGS
 FE0835
 FE0835                          STATION DESCRIPTION
 FE0835
 FE0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FE0835'11.6 MI SE FROM BROWNSVILLE.
 FE0835'THE MARK IS LOCATED 0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE
 FE0835'IN BROWNSVILLE, THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY
 FE0835'76, THENCE 1.9 MILES EAST ON A PAVED ROAD, THENCE 0.65 MILES
 FE0835'NORTH ON A PAVED ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS
 FE0835'COUNTRY TO A Y JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD
 FE0835'TO A PRIVATE DRIVE, THENCE 0.5 MILES NORTH, THENCE ABOUT 0.5
 FE0835'MILES NORTHEAST ACROSS COUNTRY TO A DIRT ROAD, THENCE 0.8 MILES
 FE0835'EAST ON A DIRT ROAD TO A Y JUNCTION, 198 FEET NORTH OF THE
 FE0835'CENTER OF THE INTERSTATE HIGHWAY, 73 FEET EAST OF THE CENTER
 FE0835'OF A GRAVEL ROAD, 89 FEET NORTHEAST OF A BRIDGE OVER INTERSTATE
 FE0835'HIGHWAY, 2 FEET WEST OF A WITNESS POST, AND SET IN THE TOP
 FE0835'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1488 ***********************************************************************
 FE1488  DESIGNATION -  B 215
 FE1488  PID         -  FE1488
 FE1488  STATE/COUNTY-  TN/SHELBY
 FE1488  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1488
 FE1488                         *CURRENT SURVEY CONTROL
 FE1488  ___________________________________________________________________
 FE1488* NAD 83(1986)-  35 05 05.     (N)    089 52 33.     (W)     SCALED    
 FE1488* NAVD 88     -        82.752  (meters)     271.50   (feet)  ADJUSTED  
 FE1488  ___________________________________________________________________
 FE1488  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1488  DYNAMIC HT  -          82.676 (meters)     271.25  (feet)  COMP
 FE1488  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FE1488
 FE1488  VERT ORDER  -  SECOND    CLASS 0
 FE1488
 FE1488.The horizontal coordinates were scaled from a topographic map and have
 FE1488.an estimated accuracy of +/- 6 seconds.
 FE1488
 FE1488.The orthometric height was determined by differential leveling
 FE1488.and adjusted by the National Geodetic Survey in June 1991..
 FE1488
 FE1488.The geoid height was determined by GEOID03.
 FE1488
 FE1488.The dynamic height is computed by dividing the NAVD 88
 FE1488.geopotential number by the normal gravity value computed on the
 FE1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1488.degrees latitude (g = 980.6199 gals.).
 FE1488
 FE1488.The modeled gravity was interpolated from observed gravity values.
 FE1488
 FE1488;                    North         East    Units  Estimated Accuracy
 FE1488;SPC TN       -    90,370.      246,630.      MT  (+/- 180 meters Scaled)
 FE1488
 FE1488                          SUPERSEDED SURVEY CONTROL
 FE1488
 FE1488  NGVD 29 (??/??/??)   82.722  (m)          271.40   (f) ADJUSTED    2 0
 FE1488
 FE1488.Superseded values are not recommended for survey control.
 FE1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1488.See file dsdata.txt to determine how the superseded data were derived.
 FE1488
 FE1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD378862(NAD 83)
 FE1488_MARKER: DB = BENCH MARK DISK
 FE1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1488_STAMPING: B 215 1959
 FE1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1488+STABILITY: SURFACE MOTION
 FE1488
 FE1488  HISTORY     - Date     Condition        Report By
 FE1488  HISTORY     - 1959     MONUMENTED       CGS
 FE1488  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1488
 FE1488                          STATION DESCRIPTION
 FE1488
 FE1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1488'IN MEMPHIS.
 FE1488'THIS MARK IS 0.5 MILE WEST-SOUTHWEST OF AN OVERPASS OVER THE
 FE1488'INTERSTATE HIGHWAY, 85 FT. SOUTH OF THE CENTER OF THE EAST BOUND
 FE1488'LANE OF THE INTERSTATE HIGHWAY, 12 FT. NORTHEAST OF A BLOW OFF
 FE1488'PIPE FOR A PIPE LINE, 2.2 FT. SOUTH OF A WITNESS SIGN, A DISK
 FE1488'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  THIS MARK
 FE1488'IS 0.5 MILE WEST-SOUTHWEST OF STATION QUINCE 1959.
 FE1488
 FE1488                          STATION RECOVERY (1983)
 FE1488
 FE1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1488'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0651 ***********************************************************************
 FE0651  DESIGNATION -  B 216
 FE0651  PID         -  FE0651
 FE0651  STATE/COUNTY-  TN/MADISON
 FE0651  USGS QUAD   -  CLAYBROOK (1980)
 FE0651
 FE0651                         *CURRENT SURVEY CONTROL
 FE0651  ___________________________________________________________________
 FE0651* NAD 83(1986)-  35 43 05.     (N)    088 38 01.     (W)     SCALED    
 FE0651* NAVD 88     -       166.980  (meters)     547.83   (feet)  ADJUSTED  
 FE0651  ___________________________________________________________________
 FE0651  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0651  DYNAMIC HT  -         166.831 (meters)     547.34  (feet)  COMP
 FE0651  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FE0651
 FE0651  VERT ORDER  -  SECOND    CLASS 0
 FE0651
 FE0651.The horizontal coordinates were scaled from a topographic map and have
 FE0651.an estimated accuracy of +/- 6 seconds.
 FE0651
 FE0651.The orthometric height was determined by differential leveling
 FE0651.and adjusted by the National Geodetic Survey in June 1991..
 FE0651
 FE0651.The geoid height was determined by GEOID03.
 FE0651
 FE0651.The dynamic height is computed by dividing the NAVD 88
 FE0651.geopotential number by the normal gravity value computed on the
 FE0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0651.degrees latitude (g = 980.6199 gals.).
 FE0651
 FE0651.The modeled gravity was interpolated from observed gravity values.
 FE0651
 FE0651;                    North         East    Units  Estimated Accuracy
 FE0651;SPC TN       -   156,840.      361,740.      MT  (+/- 180 meters Scaled)
 FE0651
 FE0651                          SUPERSEDED SURVEY CONTROL
 FE0651
 FE0651  NGVD 29 (??/??/??)  167.010  (m)          547.93   (f) ADJUSTED    2 0
 FE0651
 FE0651.Superseded values are not recommended for survey control.
 FE0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0651.See file dsdata.txt to determine how the superseded data were derived.
 FE0651
 FE0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE522539(NAD 83)
 FE0651_MARKER: DB = BENCH MARK DISK
 FE0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0651_STAMPING: B 216 1959
 FE0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0651+STABILITY: SURFACE MOTION
 FE0651
 FE0651  HISTORY     - Date     Condition        Report By
 FE0651  HISTORY     - 1959     MONUMENTED       CGS
 FE0651  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0651
 FE0651                          STATION DESCRIPTION
 FE0651
 FE0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0651'21.9 MI NE FROM JACKSON.
 FE0651'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0651'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0651'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0651'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0651'3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 2.95 MILES EAST
 FE0651'ON HARTMAS LANE, 200 FEET NORTH OF THE T JUNCTION OF HARTMAS
 FE0651'LANE AND AN ASPHALT ROAD, 22 FEET EAST OF THE CENTER OF AN ASPHALT
 FE0651'ROAD, 3 FEET SOUTH OF A WITNESS SIGN, 2 FEET WEST OF A FENCE
 FE0651'LINE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH
 FE0651'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL
 FE0651'WITH THE ROAD.
 FE0651
 FE0651                          STATION RECOVERY (2002)
 FE0651
 FE0651'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0651'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION AND REROUTING OF
 FE0651'HARTMAS RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0652 ***********************************************************************
 FE0652  DESIGNATION -  B 216 RESET
 FE0652  PID         -  FE0652
 FE0652  STATE/COUNTY-  TN/MADISON
 FE0652  USGS QUAD   -  CLAYBROOK (1980)
 FE0652
 FE0652                         *CURRENT SURVEY CONTROL
 FE0652  ___________________________________________________________________
 FE0652* NAD 83(1986)-  35 43 05.     (N)    088 38 01.     (W)     SCALED    
 FE0652* NAVD 88     -       163.11   (+/-2cm)     535.1    (feet)  VERTCON   
 FE0652  ___________________________________________________________________
 FE0652  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0652
 FE0652  VERT ORDER  -  THIRD (See Below)
 FE0652
 FE0652.The horizontal coordinates were scaled from a topographic map and have
 FE0652.an estimated accuracy of +/- 6 seconds.
 FE0652
 FE0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0652.The vertical order pertains to the NGVD 29 superseded value.
 FE0652
 FE0652.The geoid height was determined by GEOID03.
 FE0652
 FE0652;                    North         East    Units  Estimated Accuracy
 FE0652;SPC TN       -   156,840.      361,740.      MT  (+/- 180 meters Scaled)
 FE0652
 FE0652                          SUPERSEDED SURVEY CONTROL
 FE0652
 FE0652  NGVD 29 (??/??/??)  163.14   (m)          535.2    (f) RESET       3  
 FE0652
 FE0652.Superseded values are not recommended for survey control.
 FE0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0652.See file dsdata.txt to determine how the superseded data were derived.
 FE0652
 FE0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE522539(NAD 83)
 FE0652_MARKER: DB = BENCH MARK DISK
 FE0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0652_STAMPING: B 216 RESET 1961
 FE0652_MARK LOGO: TNHD  
 FE0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0652+STABILITY: SURFACE MOTION
 FE0652
 FE0652  HISTORY     - Date     Condition        Report By
 FE0652  HISTORY     - 1961     MONUMENTED       TNHD
 FE0652
 FE0652                          STATION DESCRIPTION
 FE0652
 FE0652'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0652'3.6 MI N FROM JACKSON.
 FE0652'TO REACH THIS MARK GO 3.5 MILES NORTH ALONG STATE HIGHWAY 20 FROM
 FE0652'THE INTERSECTION OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85
 FE0652'MILES NORTHEAST ALONG INTERSTATE HIGHWAY 40, THENCE 0.55 MILE
 FE0652'SOUTHWEST ALONG U.S. HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ON
 FE0652'STATE HIGHWAY 20, THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH
 FE0652'ROAD, THENCE 2.95 MILES EAST ON HARTMAS LANE, 200 FEET NORTH OF
 FE0652'THE T JUNCTION OF HARTMAS LANE AND LAW ROAD, ON THE NORTH RIGHT
 FE0652'OF WAY.  IT IS 33 FEET EAST OF A FENCE AND 5.4 FEET SOUTHEAST OF A
 FE0652'POWER LINE POLE WITH GUY WIRE AND 9.5 FEET NORTH OF THE NORTH RIGHT
 FE0652'OF WAY FENCE.  IT IS 3.2 FEET NORTHWEST OF WITNESS POST, AND SET
 FE0652'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0030 ***********************************************************************
 FE0030  DESIGNATION -  B 217
 FE0030  PID         -  FE0030
 FE0030  STATE/COUNTY-  TN/DECATUR
 FE0030  USGS QUAD   -  SUGAR TREE (1986)
 FE0030
 FE0030                         *CURRENT SURVEY CONTROL
 FE0030  ___________________________________________________________________
 FE0030* NAD 83(1986)-  35 49 25.     (N)    088 07 25.     (W)     SCALED    
 FE0030* NAVD 88     -       174.616  (meters)     572.89   (feet)  ADJUSTED  
 FE0030  ___________________________________________________________________
 FE0030  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0030  DYNAMIC HT  -         174.464 (meters)     572.39  (feet)  COMP
 FE0030  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 FE0030
 FE0030  VERT ORDER  -  SECOND    CLASS 0
 FE0030
 FE0030.The horizontal coordinates were scaled from a topographic map and have
 FE0030.an estimated accuracy of +/- 6 seconds.
 FE0030
 FE0030.The orthometric height was determined by differential leveling
 FE0030.and adjusted by the National Geodetic Survey in June 1991..
 FE0030
 FE0030.The geoid height was determined by GEOID03.
 FE0030
 FE0030.The dynamic height is computed by dividing the NAVD 88
 FE0030.geopotential number by the normal gravity value computed on the
 FE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0030.degrees latitude (g = 980.6199 gals.).
 FE0030
 FE0030.The modeled gravity was interpolated from observed gravity values.
 FE0030
 FE0030;                    North         East    Units  Estimated Accuracy
 FE0030;SPC TN       -   167,430.      408,130.      MT  (+/- 180 meters Scaled)
 FE0030
 FE0030                          SUPERSEDED SURVEY CONTROL
 FE0030
 FE0030  NGVD 29 (??/??/??)  174.637  (m)          572.95   (f) ADJUSTED    2 0
 FE0030
 FE0030.Superseded values are not recommended for survey control.
 FE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0030.See file dsdata.txt to determine how the superseded data were derived.
 FE0030
 FE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE985649(NAD 83)
 FE0030_MARKER: DB = BENCH MARK DISK
 FE0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0030_STAMPING: B 217 1959
 FE0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0030+STABILITY: SURFACE MOTION
 FE0030
 FE0030  HISTORY     - Date     Condition        Report By
 FE0030  HISTORY     - 1959     MONUMENTED       CGS
 FE0030  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0030
 FE0030                          STATION DESCRIPTION
 FE0030
 FE0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0030'5 MI SW FROM MC ILLWAIN.
 FE0030'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0030'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0030'MILES SOUTHEAST OF HOLLADAY, GO 0.1 MILE WEST ON STATE HIGHWAY
 FE0030'69, THENCE 1.4 MILE SOUTH ON A GRAVELED ROAD TO A Y JUNCTION,
 FE0030'THENCE 0.6 MILE SOUTHEAST ON A GRAVELED ROAD TO A T JUNCTION,
 FE0030'THENCE 0.35 MILE SOUTH ON A GRAVELED ROAD TO A SIDE ROAD RIGHT,
 FE0030'THENCE 0.8 MILE WEST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FE0030'SOUTHWEST 1.4 MILE ALONG GRAVELED ROAD, ABOUT 150 FEET
 FE0030'SOUTH-SOUTHEAST OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY, 25
 FE0030'FEET SOUTH OF A EAST-WEST FENCE, 18 FEET WEST OF THE CENTER OF A
 FE0030'GRAVELED ROAD, 5 FEET WEST OF A NORTH-SOUTH FENCE, AND 1.8 FEET
 FE0030'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FE0030'POST WHICH PROJECTS 3 INCHES AND IS ABOUT 4 FEET BELOW THE LEVEL
 FE0030'OF THE ROAD.  TO REACH A 217 CONTINUE ALONG SOUTHERLY ON GRAVELED
 FE0030'ROAD FOR 0.8 MILE TO A T JUNCTION, THENCE 0.4 NORTHWEST ON
 FE0030'GRAVELED ROAD.
 FE0030
 FE0030                          STATION RECOVERY (1972)
 FE0030
 FE0030'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1130 ***********************************************************************
 FD1130  DESIGNATION -  B 218
 FD1130  PID         -  FD1130
 FD1130  STATE/COUNTY-  TN/HUMPHREYS
 FD1130  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1130
 FD1130                         *CURRENT SURVEY CONTROL
 FD1130  ___________________________________________________________________
 FD1130* NAD 83(1986)-  35 52 39.     (N)    087 48 39.     (W)     SCALED    
 FD1130* NAVD 88     -       137.256  (meters)     450.31   (feet)  ADJUSTED  
 FD1130  ___________________________________________________________________
 FD1130  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD1130  DYNAMIC HT  -         137.138 (meters)     449.93  (feet)  COMP
 FD1130  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1130
 FD1130  VERT ORDER  -  SECOND    CLASS 0
 FD1130
 FD1130.The horizontal coordinates were scaled from a topographic map and have
 FD1130.an estimated accuracy of +/- 6 seconds.
 FD1130
 FD1130.The orthometric height was determined by differential leveling
 FD1130.and adjusted by the National Geodetic Survey in June 1991..
 FD1130
 FD1130.The geoid height was determined by GEOID03.
 FD1130
 FD1130.The dynamic height is computed by dividing the NAVD 88
 FD1130.geopotential number by the normal gravity value computed on the
 FD1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1130.degrees latitude (g = 980.6199 gals.).
 FD1130
 FD1130.The modeled gravity was interpolated from observed gravity values.
 FD1130
 FD1130;                    North         East    Units  Estimated Accuracy
 FD1130;SPC TN       -   172,840.      436,490.      MT  (+/- 180 meters Scaled)
 FD1130
 FD1130                          SUPERSEDED SURVEY CONTROL
 FD1130
 FD1130  NGVD 29 (??/??/92)  137.292  (m)          450.43   (f) ADJ UNCH    2 0
 FD1130
 FD1130.Superseded values are not recommended for survey control.
 FD1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1130.See file dsdata.txt to determine how the superseded data were derived.
 FD1130
 FD1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE268706(NAD 83)
 FD1130_MARKER: DB = BENCH MARK DISK
 FD1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1130_STAMPING: B 218 1959
 FD1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1130+STABILITY: SURFACE MOTION
 FD1130
 FD1130  HISTORY     - Date     Condition        Report By
 FD1130  HISTORY     - 1959     MONUMENTED       CGS
 FD1130  HISTORY     - 1967     GOOD             NGS
 FD1130  HISTORY     - 1973     GOOD             TVA
 FD1130
 FD1130                          STATION DESCRIPTION
 FD1130
 FD1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1130'0.6 MI S FROM BUFFALO.
 FD1130'FROM THE SOUTH END OF THE BUFFALO INTERCHANGE ON INTERSTATE
 FD1130'ROUTE 40 ABOUT 9 MILES NORTH OF LOBELVILLE ON STATE ROUTE 13,
 FD1130'GO WEST AND SOUTH ON A GRAVELED ROAD FOR 0.65 MILE TO A WOODEN
 FD1130'GATE ON THE RIGHT AND THE MARK ON THE RIGHT AS DESCRIBED.  IT
 FD1130'IS 24 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WOODEN GATE
 FD1130'AND A FARM DRIVE, 22 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FD1130'GRAVELED ROAD, 6 FEET SOUTHWEST OF A 36-INCH OAK TREE, 2.7 FEET
 FD1130'EAST OF A FENCE, AND 1.9 FEET WEST OF A METAL WITNESS POST
 FD1130'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1130'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE
 FD1130'DISK IS STAMPED B 218 1959.  NOTE-- STATION IS 0.7 MI. WEST
 FD1130'AND SOUTH ALONG GRAVEL ROAD FROM INT. I-40 AND HWY 13, AND
 FD1130'0.27 MI. SOUTH OF BODINE SCHOOL.
 FD1130
 FD1130                          STATION RECOVERY (1973)
 FD1130
 FD1130'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0741 ***********************************************************************
 FD0741  DESIGNATION -  B 219
 FD0741  PID         -  FD0741
 FD0741  STATE/COUNTY-  TN/DICKSON
 FD0741  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0741
 FD0741                         *CURRENT SURVEY CONTROL
 FD0741  ___________________________________________________________________
 FD0741* NAD 83(1986)-  35 59 49.     (N)    087 26 34.     (W)     SCALED    
 FD0741* NAVD 88     -       209.260  (meters)     686.55   (feet)  ADJUSTED  
 FD0741  ___________________________________________________________________
 FD0741  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0741  DYNAMIC HT  -         209.077 (meters)     685.95  (feet)  COMP
 FD0741  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FD0741
 FD0741  VERT ORDER  -  SECOND    CLASS 0
 FD0741
 FD0741.The horizontal coordinates were scaled from a topographic map and have
 FD0741.an estimated accuracy of +/- 6 seconds.
 FD0741
 FD0741.The orthometric height was determined by differential leveling
 FD0741.and adjusted by the National Geodetic Survey in June 1991..
 FD0741
 FD0741.The geoid height was determined by GEOID03.
 FD0741
 FD0741.The dynamic height is computed by dividing the NAVD 88
 FD0741.geopotential number by the normal gravity value computed on the
 FD0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0741.degrees latitude (g = 980.6199 gals.).
 FD0741
 FD0741.The modeled gravity was interpolated from observed gravity values.
 FD0741
 FD0741;                    North         East    Units  Estimated Accuracy
 FD0741;SPC TN       -   185,540.      469,920.      MT  (+/- 180 meters Scaled)
 FD0741
 FD0741                          SUPERSEDED SURVEY CONTROL
 FD0741
 FD0741  NGVD 29 (??/??/92)  209.258  (m)          686.54   (f) ADJ UNCH    2 0
 FD0741
 FD0741.Superseded values are not recommended for survey control.
 FD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0741.See file dsdata.txt to determine how the superseded data were derived.
 FD0741
 FD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE600837(NAD 83)
 FD0741_MARKER: DB = BENCH MARK DISK
 FD0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0741_STAMPING: B 219 1959
 FD0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0741+STABILITY: SURFACE MOTION
 FD0741
 FD0741  HISTORY     - Date     Condition        Report By
 FD0741  HISTORY     - 1959     MONUMENTED       CGS
 FD0741
 FD0741                          STATION DESCRIPTION
 FD0741
 FD0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0741'2.8 MI SE FROM OAK GROVE.
 FD0741'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD0741'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHEAST ON
 FD0741'A GRAVELED ROAD FOR 2.8 MILES, 31 FT. SOUTH OF THE CENTER OF THE
 FD0741'GRAVELED ROAD, 40 FT. EAST AND ACROSS THE ROAD FROM A FENCE,
 FD0741'26 FT. EAST OF THE CENTER OF A TRACK ROAD, 28 FT. WEST OF A LONE
 FD0741'10-INCH CEDAR TREE, 2.2 FT. SOUTH OF A WITNESS SIGN, A DISK SET
 FD0741'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 4 FT.
 FD0741'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1431 ***********************************************************************
 GC1431  DESIGNATION -  B 22
 GC1431  PID         -  GC1431
 GC1431  STATE/COUNTY-  TN/DICKSON
 GC1431  USGS QUAD   -  BURNS (1986)
 GC1431
 GC1431                         *CURRENT SURVEY CONTROL
 GC1431  ___________________________________________________________________
 GC1431* NAD 83(1986)-  36 01 30.     (N)    087 20 34.     (W)     SCALED    
 GC1431* NAVD 88     -       259.957  (meters)     852.88   (feet)  ADJUSTED  
 GC1431  ___________________________________________________________________
 GC1431  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1431  DYNAMIC HT  -         259.729 (meters)     852.13  (feet)  COMP
 GC1431  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 GC1431
 GC1431  VERT ORDER  -  SECOND    CLASS 0
 GC1431
 GC1431.The horizontal coordinates were scaled from a topographic map and have
 GC1431.an estimated accuracy of +/- 6 seconds.
 GC1431
 GC1431.The orthometric height was determined by differential leveling
 GC1431.and adjusted by the National Geodetic Survey in June 1991..
 GC1431
 GC1431.The geoid height was determined by GEOID03.
 GC1431
 GC1431.The dynamic height is computed by dividing the NAVD 88
 GC1431.geopotential number by the normal gravity value computed on the
 GC1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1431.degrees latitude (g = 980.6199 gals.).
 GC1431
 GC1431.The modeled gravity was interpolated from observed gravity values.
 GC1431
 GC1431;                    North         East    Units  Estimated Accuracy
 GC1431;SPC TN       -   188,520.      478,980.      MT  (+/- 180 meters Scaled)
 GC1431
 GC1431                          SUPERSEDED SURVEY CONTROL
 GC1431
 GC1431  NGVD 29 (??/??/92)  259.946  (m)          852.84   (f) ADJ UNCH    2 0
 GC1431
 GC1431.Superseded values are not recommended for survey control.
 GC1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1431.See file dsdata.txt to determine how the superseded data were derived.
 GC1431
 GC1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE691867(NAD 83)
 GC1431_MARKER: DB = BENCH MARK DISK
 GC1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1431_STAMPING: B 22 1934
 GC1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1431+STABILITY: SURFACE MOTION
 GC1431
 GC1431  HISTORY     - Date     Condition        Report By
 GC1431  HISTORY     - 1934     MONUMENTED       CGS
 GC1431  HISTORY     - 1959     GOOD             NGS
 GC1431
 GC1431                          STATION DESCRIPTION
 GC1431
 GC1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1431'3.1 MI S FROM COLESBURG.
 GC1431'3.1 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1431'RAILWAY FROM THE STATION AT COLESBURG, DICKSON COUNTY, NEAR POLE
 GC1431'5/13, AT A DIRT-ROAD CROSSING, 57 FEET SOUTHWEST OF THE
 GC1431'CROSSING-WARNING SIGNAL, 42.5 FEET SOUTHWEST OF THE CENTER OF THE
 GC1431'CROSSING, 32 FEET SOUTH OF THE SOUTH RAIL, 26 FEET SOUTHWEST
 GC1431'OF THE WEST END OF A 24-INCH PIPE CULVERT UNDER THE ROAD, 15
 GC1431'FEET NORTH OF THE CENTERLINE OF A ROAD LEADING WEST ALONG THE
 GC1431'TRACK, 48 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER
 GC1431'AND LINES LEADING IN THREE DIRECTIONS, 3 FEET WEST OF A WHITE
 GC1431'WOODEN WITNESS POST, AND LEVEL WITH THE CROSSING.  A STANDARD
 GC1431'DISK, STAMPED B 22 1934 AND SET IN THE TOP OF A CONCRETE POST
 GC1431'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0598 ***********************************************************************
 FC0598  DESIGNATION -  B 22
 FC0598  PID         -  FC0598
 FC0598  STATE/COUNTY-  TN/BRADLEY
 FC0598  USGS QUAD   -  CHARLESTON (1980)
 FC0598
 FC0598                         *CURRENT SURVEY CONTROL
 FC0598  ___________________________________________________________________
 FC0598* NAD 83(1986)-  35 15 15.     (N)    084 49 59.     (W)     SCALED    
 FC0598* NAVD 88     -       239.516  (meters)     785.81   (feet)  ADJUSTED  
 FC0598  ___________________________________________________________________
 FC0598  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0598  DYNAMIC HT  -         239.282 (meters)     785.04  (feet)  COMP
 FC0598  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FC0598
 FC0598  VERT ORDER  -  SECOND    CLASS 0
 FC0598
 FC0598.The horizontal coordinates were scaled from a topographic map and have
 FC0598.an estimated accuracy of +/- 6 seconds.
 FC0598
 FC0598.The orthometric height was determined by differential leveling
 FC0598.and adjusted by the National Geodetic Survey in June 1991..
 FC0598
 FC0598.The geoid height was determined by GEOID03.
 FC0598
 FC0598.The dynamic height is computed by dividing the NAVD 88
 FC0598.geopotential number by the normal gravity value computed on the
 FC0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0598.degrees latitude (g = 980.6199 gals.).
 FC0598
 FC0598.The modeled gravity was interpolated from observed gravity values.
 FC0598
 FC0598;                    North         East    Units  Estimated Accuracy
 FC0598;SPC TN       -   102,800.      706,200.      MT  (+/- 180 meters Scaled)
 FC0598
 FC0598                          SUPERSEDED SURVEY CONTROL
 FC0598
 FC0598  NGVD 29 (??/??/92)  239.556  (m)          785.94   (f) ADJ UNCH    2 0
 FC0598
 FC0598.Superseded values are not recommended for survey control.
 FC0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0598.See file dsdata.txt to determine how the superseded data were derived.
 FC0598
 FC0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE971033(NAD 83)
 FC0598_MARKER: DD = SURVEY DISK
 FC0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0598_STAMPING: TT B 22 1935
 FC0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0598+STABILITY: SURFACE MOTION
 FC0598
 FC0598  HISTORY     - Date     Condition        Report By
 FC0598  HISTORY     - 1935     MONUMENTED       USGS
 FC0598  HISTORY     - 1961     GOOD             NGS
 FC0598  HISTORY     - 1967     GOOD             NGS
 FC0598
 FC0598                          STATION DESCRIPTION
 FC0598
 FC0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0598'8 MI N FROM CLEVELAND.
 FC0598'FROM THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND STATE HIGHWAY
 FC0598'60 (GEORGETOWN PIKE), IN THE NORTHWEST EDGE OF CLEVELAND, GO
 FC0598'NORTHEAST ON U.S. HIGHWAY 11 BYPASS FOR 3.3 MILES TO A SIDE ROAD
 FC0598'LEFT, JUST AFTER CROSSING A BRIDGE AND JUST BEFORE REACHING
 FC0598'THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND U.S. HIGHWAY 11,
 FC0598'TURN LEFT AND GO NORTHWEST FOR 1.0 MILE ON AN OILED ROAD TO A
 FC0598'SHARP RIGHT TURN AND THE VALLEY HEAD SCHOOL ON THE RIGHT,
 FC0598'FOLLOW OILED ROAD RIGHT, NORTHEAST FOR 3.75 MILES TO THE HOUSE
 FC0598'OF MR. B. CRISP ON THE LEFT AND THE MARK ON THE RIGHT, ABOUT
 FC0598'150 FEET SOUTH AND ACROSS THE OIL ROAD FROM T JUNCTION OF A
 FC0598'GRAVELED ROAD LEADING WEST, 25 FEET NORTHEAST OF CENTER OF OIL
 FC0598'ROAD, 3.2 FEET SOUTHWEST OF FENCE, 2.3 FEET NORTHEAST OF A
 FC0598'WITNESS SIGN.  A DISK SET IN THE TOP OF A CONCRETE POST THAT IS
 FC0598'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 FC0598
 FC0598                          STATION RECOVERY (1967)
 FC0598
 FC0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0882 ***********************************************************************
 GC0882  DESIGNATION -  B 22
 GC0882  PID         -  GC0882
 GC0882  STATE/COUNTY-  TN/DAVIDSON
 GC0882  USGS QUAD   -  WHITES CREEK (1994)
 GC0882
 GC0882                         *CURRENT SURVEY CONTROL
 GC0882  ___________________________________________________________________
 GC0882* NAD 83(1986)-  36 19 00.     (N)    086 50 43.     (W)     SCALED    
 GC0882* NAVD 88     -       197.517  (meters)     648.02   (feet)  ADJUSTED  
 GC0882  ___________________________________________________________________
 GC0882  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0882  DYNAMIC HT  -         197.347 (meters)     647.46  (feet)  COMP
 GC0882  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GC0882
 GC0882  VERT ORDER  -  SECOND    CLASS 0
 GC0882
 GC0882.The horizontal coordinates were scaled from a topographic map and have
 GC0882.an estimated accuracy of +/- 6 seconds.
 GC0882
 GC0882.The orthometric height was determined by differential leveling
 GC0882.and adjusted by the National Geodetic Survey in June 1991..
 GC0882
 GC0882.The geoid height was determined by GEOID03.
 GC0882
 GC0882.The dynamic height is computed by dividing the NAVD 88
 GC0882.geopotential number by the normal gravity value computed on the
 GC0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0882.degrees latitude (g = 980.6199 gals.).
 GC0882
 GC0882.The modeled gravity was interpolated from observed gravity values.
 GC0882
 GC0882;                    North         East    Units  Estimated Accuracy
 GC0882;SPC TN       -   220,380.      524,100.      MT  (+/- 180 meters Scaled)
 GC0882
 GC0882                          SUPERSEDED SURVEY CONTROL
 GC0882
 GC0882  NGVD 29 (??/??/92)  197.558  (m)          648.15   (f) ADJ UNCH    2 0
 GC0882
 GC0882.Superseded values are not recommended for survey control.
 GC0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0882.See file dsdata.txt to determine how the superseded data were derived.
 GC0882
 GC0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF138190(NAD 83)
 GC0882_MARKER: DD = SURVEY DISK
 GC0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0882_STAMPING: B 22
 GC0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0882+STABILITY: SURFACE MOTION
 GC0882
 GC0882  HISTORY     - Date     Condition        Report By
 GC0882  HISTORY     - UNK      MONUMENTED       TNHD
 GC0882  HISTORY     - 1965     GOOD             TNHD
 GC0882
 GC0882                          STATION DESCRIPTION
 GC0882
 GC0882'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0882'1.1 MI E FROM JOELTON.
 GC0882'FROM THE INTERSECTION OF CLAYLICK ROAD AND UNION HILL ROAD, ABOUT
 GC0882'0.3 MILE EAST OF JOELTON, GO EASTERLY ON CLAYLICK ROAD FOR 0.8 MILE
 GC0882'TO A 15-FOOT CONCRETE CULVERT AND THE MARK ON THE LEFT JUST
 GC0882'BEYOND, 29 FEET NORTHEAST OF THE EAST END OF THE NORTH GUARD RAIL
 GC0882'OF THE CULVERT, 21 FEET NORTH OF THE APPROXIMATE CENTER OF CLAYLICK
 GC0882'ROAD AND 3 FEET SOUTH OF A BARBED WIRE FENCE.  IT IS A METAL
 GC0882'DISK SET IN THE TOP OF A 4-INCH, ROUND, CONCRETE MONUMENT
 GC0882'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0572 ***********************************************************************
 GC0572  DESIGNATION -  B 220
 GC0572  PID         -  GC0572
 GC0572  STATE/COUNTY-  TN/DAVIDSON
 GC0572  USGS QUAD   -  BELLEVUE (1983)
 GC0572
 GC0572                         *CURRENT SURVEY CONTROL
 GC0572  ___________________________________________________________________
 GC0572* NAD 83(1986)-  36 06 08.     (N)    086 55 52.     (W)     SCALED    
 GC0572* NAVD 88     -       147.762  (meters)     484.78   (feet)  ADJUSTED  
 GC0572  ___________________________________________________________________
 GC0572  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0572  DYNAMIC HT  -         147.634 (meters)     484.36  (feet)  COMP
 GC0572  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GC0572
 GC0572  VERT ORDER  -  SECOND    CLASS 0
 GC0572
 GC0572.The horizontal coordinates were scaled from a topographic map and have
 GC0572.an estimated accuracy of +/- 6 seconds.
 GC0572
 GC0572.The orthometric height was determined by differential leveling
 GC0572.and adjusted by the National Geodetic Survey in June 1991..
 GC0572
 GC0572.The geoid height was determined by GEOID03.
 GC0572
 GC0572.The dynamic height is computed by dividing the NAVD 88
 GC0572.geopotential number by the normal gravity value computed on the
 GC0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0572.degrees latitude (g = 980.6199 gals.).
 GC0572
 GC0572.The modeled gravity was interpolated from observed gravity values.
 GC0572
 GC0572;                    North         East    Units  Estimated Accuracy
 GC0572;SPC TN       -   196,660.      516,160.      MT  (+/- 180 meters Scaled)
 GC0572
 GC0572                          SUPERSEDED SURVEY CONTROL
 GC0572
 GC0572  NGVD 29 (??/??/92)  147.783  (m)          484.85   (f) ADJ UNCH    2 0
 GC0572
 GC0572.Superseded values are not recommended for survey control.
 GC0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0572.See file dsdata.txt to determine how the superseded data were derived.
 GC0572
 GC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE062952(NAD 83)
 GC0572_MARKER: DB = BENCH MARK DISK
 GC0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0572_SP_SET: CULVERT
 GC0572_STAMPING: B 220 1959
 GC0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0572+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 GC0572
 GC0572  HISTORY     - Date     Condition        Report By
 GC0572  HISTORY     - 1959     MONUMENTED       CGS
 GC0572  HISTORY     - 20030122 GOOD             LOCENG
 GC0572
 GC0572                          STATION DESCRIPTION
 GC0572
 GC0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0572'6.4 MI SW FROM NASHVILLE.
 GC0572'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0572'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0572'HIGHWAY 70 N), THENCE 0.7 MILES SOUTH ON SAWYER-BROWN RD. TO
 GC0572'AN 8 FT. CONCRETE CULVERT, 127 FT. NORTH-NORTHWEST OF A
 GC0572'POWER LINE POLE AND 17 FT. WEST OF THE CENTER OF THE ROAD, A
 GC0572'DISK DRILLED IN THE NORTHWEST HEADWALL OF THE CULVERT.
 GC0572
 GC0572                          STATION RECOVERY (2003)
 GC0572
 GC0572'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (BWH)
 GC0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0549 ***********************************************************************
 GC0549  DESIGNATION -  B 221
 GC0549  PID         -  GC0549
 GC0549  STATE/COUNTY-  TN/ROBERTSON
 GC0549  USGS QUAD   -  WHITE HOUSE (1981)
 GC0549
 GC0549                         *CURRENT SURVEY CONTROL
 GC0549  ___________________________________________________________________
 GC0549* NAD 83(1986)-  36 28 46.     (N)    086 40 33.     (W)     SCALED    
 GC0549* NAVD 88     -       247.754  (meters)     812.84   (feet)  ADJUSTED  
 GC0549  ___________________________________________________________________
 GC0549  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC0549  DYNAMIC HT  -         247.544 (meters)     812.15  (feet)  COMP
 GC0549  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GC0549
 GC0549  VERT ORDER  -  SECOND    CLASS 0
 GC0549
 GC0549.The horizontal coordinates were scaled from a topographic map and have
 GC0549.an estimated accuracy of +/- 6 seconds.
 GC0549
 GC0549.The orthometric height was determined by differential leveling
 GC0549.and adjusted by the National Geodetic Survey in June 1991..
 GC0549
 GC0549.The geoid height was determined by GEOID03.
 GC0549
 GC0549.The dynamic height is computed by dividing the NAVD 88
 GC0549.geopotential number by the normal gravity value computed on the
 GC0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0549.degrees latitude (g = 980.6199 gals.).
 GC0549
 GC0549.The modeled gravity was interpolated from observed gravity values.
 GC0549
 GC0549;                    North         East    Units  Estimated Accuracy
 GC0549;SPC TN       -   238,320.      539,440.      MT  (+/- 180 meters Scaled)
 GC0549
 GC0549                          SUPERSEDED SURVEY CONTROL
 GC0549
 GC0549  NGVD 29 (??/??/92)  247.816  (m)          813.04   (f) ADJ UNCH    2 0
 GC0549
 GC0549.Superseded values are not recommended for survey control.
 GC0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0549.See file dsdata.txt to determine how the superseded data were derived.
 GC0549
 GC0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF290371(NAD 83)
 GC0549_MARKER: DB = BENCH MARK DISK
 GC0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0549_STAMPING: B 221 1959
 GC0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0549+STABILITY: SURFACE MOTION
 GC0549
 GC0549  HISTORY     - Date     Condition        Report By
 GC0549  HISTORY     - 1959     MONUMENTED       CGS
 GC0549
 GC0549                          STATION DESCRIPTION
 GC0549
 GC0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0549'2.6 MI NW FROM WHITE HOUSE.
 GC0549'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0549'31W FOR 0.15 MILE, THENCE 1.65 MILES WEST ON STATE HIGHWAY 76,
 GC0549'THENCE 0.85 MILE NORTH ON THE INTERSTATE HIGHWAY, 29 FT. SOUTH
 GC0549'OF THE CENTER OF A FIELD ROAD, 2 FT. EAST OF A FENCE, AND 2.6
 GC0549'FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 GC0549'POST PROJECTING 3 INCHES.  THIS MARK IS ABOUT 0.2 MILE WEST
 GC0549'ALONG A FIELD ROAD FROM A FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0607 ***********************************************************************
 GC0607  DESIGNATION -  B 222
 GC0607  PID         -  GC0607
 GC0607  STATE/COUNTY-  TN/DAVIDSON
 GC0607  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0607
 GC0607                         *CURRENT SURVEY CONTROL
 GC0607  ___________________________________________________________________
 GC0607* NAD 83(1986)-  36 08 35.     (N)    086 49 21.     (W)     SCALED    
 GC0607* NAVD 88     -       178.374  (meters)     585.22   (feet)  ADJUSTED  
 GC0607  ___________________________________________________________________
 GC0607  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0607  DYNAMIC HT  -         178.220 (meters)     584.71  (feet)  COMP
 GC0607  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GC0607
 GC0607  VERT ORDER  -  SECOND    CLASS 0
 GC0607
 GC0607.The horizontal coordinates were scaled from a topographic map and have
 GC0607.an estimated accuracy of +/- 6 seconds.
 GC0607
 GC0607.The orthometric height was determined by differential leveling
 GC0607.and adjusted by the National Geodetic Survey in June 1991..
 GC0607
 GC0607.The geoid height was determined by GEOID03.
 GC0607
 GC0607.The dynamic height is computed by dividing the NAVD 88
 GC0607.geopotential number by the normal gravity value computed on the
 GC0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0607.degrees latitude (g = 980.6199 gals.).
 GC0607
 GC0607.The modeled gravity was interpolated from observed gravity values.
 GC0607
 GC0607;                    North         East    Units  Estimated Accuracy
 GC0607;SPC TN       -   201,100.      525,980.      MT  (+/- 180 meters Scaled)
 GC0607
 GC0607                          SUPERSEDED SURVEY CONTROL
 GC0607
 GC0607  NGVD 29 (??/??/92)  178.394  (m)          585.28   (f) ADJ UNCH    2 0
 GC0607
 GC0607.Superseded values are not recommended for survey control.
 GC0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0607.See file dsdata.txt to determine how the superseded data were derived.
 GC0607
 GC0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE159998(NAD 83)
 GC0607_MARKER: DB = BENCH MARK DISK
 GC0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0607_STAMPING: B 222 1959
 GC0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0607+STABILITY: SURFACE MOTION
 GC0607
 GC0607  HISTORY     - Date     Condition        Report By
 GC0607  HISTORY     - 1959     MONUMENTED       CGS
 GC0607  HISTORY     - 1960     GOOD             NGS
 GC0607
 GC0607                          STATION DESCRIPTION
 GC0607
 GC0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0607'AT NASHVILLE.
 GC0607'THIS BENCH MARK IS LOCATED AT THE INTERSECTION OF PARK DRIVE AND
 GC0607'A RAILROAD CROSSING, 44 FT. SOUTHWEST OF THE CENTER OF THE RAILROAD
 GC0607'CROSSING AND PARK DRIVE, 40 FT. SOUTH OF THE CENTER OF PARK DRIVE,
 GC0607'26 FT. WEST OF THE WEST RAIL, 7 FT. EAST OF A TELEPHONE POLE AND
 GC0607'2 FT. WEST OF A WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 GC0607'PROJECTING 4 INCHES AND ABOUT 2 FT. BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0546 ***********************************************************************
 FD0546  DESIGNATION -  B 223
 FD0546  PID         -  FD0546
 FD0546  STATE/COUNTY-  TN/WILLIAMSON
 FD0546  USGS QUAD   -  BETHESDA (1982)
 FD0546
 FD0546                         *CURRENT SURVEY CONTROL
 FD0546  ___________________________________________________________________
 FD0546* NAD 83(1986)-  35 49 13.     (N)    086 50 23.     (W)     SCALED    
 FD0546* NAVD 88     -       243.525  (meters)     798.96   (feet)  ADJUSTED  
 FD0546  ___________________________________________________________________
 FD0546  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD0546  DYNAMIC HT  -         243.310 (meters)     798.26  (feet)  COMP
 FD0546  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FD0546
 FD0546  VERT ORDER  -  SECOND    CLASS 0
 FD0546
 FD0546.The horizontal coordinates were scaled from a topographic map and have
 FD0546.an estimated accuracy of +/- 6 seconds.
 FD0546
 FD0546.The orthometric height was determined by differential leveling
 FD0546.and adjusted by the National Geodetic Survey in June 1991..
 FD0546
 FD0546.The geoid height was determined by GEOID03.
 FD0546
 FD0546.The dynamic height is computed by dividing the NAVD 88
 FD0546.geopotential number by the normal gravity value computed on the
 FD0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0546.degrees latitude (g = 980.6199 gals.).
 FD0546
 FD0546.The modeled gravity was interpolated from observed gravity values.
 FD0546
 FD0546;                    North         East    Units  Estimated Accuracy
 FD0546;SPC TN       -   165,300.      524,120.      MT  (+/- 180 meters Scaled)
 FD0546
 FD0546                          SUPERSEDED SURVEY CONTROL
 FD0546
 FD0546  NGVD 29 (??/??/92)  243.502  (m)          798.89   (f) ADJ UNCH    2 0
 FD0546
 FD0546.Superseded values are not recommended for survey control.
 FD0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0546.See file dsdata.txt to determine how the superseded data were derived.
 FD0546
 FD0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE144640(NAD 83)
 FD0546_MARKER: DB = BENCH MARK DISK
 FD0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0546_STAMPING: B 223 1960
 FD0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0546+STABILITY: SURFACE MOTION
 FD0546
 FD0546  HISTORY     - Date     Condition        Report By
 FD0546  HISTORY     - 1960     MONUMENTED       CGS
 FD0546
 FD0546                          STATION DESCRIPTION
 FD0546
 FD0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0546'9 MI NE FROM SPRING HILL.
 FD0546'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0546'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0546'3.6 MILES EAST ON DUPLEX ROAD, THEN 3.95 MILES NORTH ON INTERSTATE
 FD0546'HIGHWAY 65, THEN 0.5 MILE NORTHEAST ON U.S. HIGHWAY 431, THEN
 FD0546'0.3 MILE EAST ON A GRAVELED ROAD, THEN 0.7 MILE NORTHEAST ON
 FD0546'INTERSTATE HIGHWAY 65 TO A GRAVELED ROAD CROSSING.  THE BENCH
 FD0546'MARK IS ABOUT 238 FT. SOUTHEAST OF THE CENTER OF INTERSTATE
 FD0546'HIGHWAY 65, 39 FT. WEST OF A DITCH BANK, 11 FT. NORTH OF THE
 FD0546'CENTER OF A GRAVELED ROAD, 1 FT. NORTH OF A FENCE LINE AND
 FD0546'1.6 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0546'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE
 FD0546'GRAVEL ROAD.  NOTE-- THIS MARK IS 0.6 MILE SOUTHWEST ALONG
 FD0546'THE INTERSTATE HIGHWAY FROM CALLIE 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0578 ***********************************************************************
 FD0578  DESIGNATION -  B 224
 FD0578  PID         -  FD0578
 FD0578  STATE/COUNTY-  TN/MAURY
 FD0578  USGS QUAD   -  CARTERS CREEK (1982)
 FD0578
 FD0578                         *CURRENT SURVEY CONTROL
 FD0578  ___________________________________________________________________
 FD0578* NAD 83(1986)-  35 38 34.     (N)    086 53 40.     (W)     SCALED    
 FD0578* NAVD 88     -       213.253  (meters)     699.65   (feet)  ADJUSTED  
 FD0578  ___________________________________________________________________
 FD0578  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FD0578  DYNAMIC HT  -         213.066 (meters)     699.03  (feet)  COMP
 FD0578  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 FD0578
 FD0578  VERT ORDER  -  SECOND    CLASS 0
 FD0578
 FD0578.The horizontal coordinates were scaled from a topographic map and have
 FD0578.an estimated accuracy of +/- 6 seconds.
 FD0578
 FD0578.The orthometric height was determined by differential leveling
 FD0578.and adjusted by the National Geodetic Survey in June 1991..
 FD0578
 FD0578.The geoid height was determined by GEOID03.
 FD0578
 FD0578.The dynamic height is computed by dividing the NAVD 88
 FD0578.geopotential number by the normal gravity value computed on the
 FD0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0578.degrees latitude (g = 980.6199 gals.).
 FD0578
 FD0578.The modeled gravity was interpolated from observed gravity values.
 FD0578
 FD0578;                    North         East    Units  Estimated Accuracy
 FD0578;SPC TN       -   145,650.      519,000.      MT  (+/- 180 meters Scaled)
 FD0578
 FD0578                          SUPERSEDED SURVEY CONTROL
 FD0578
 FD0578  NGVD 29 (??/??/92)  213.233  (m)          699.58   (f) ADJ UNCH    2 0
 FD0578
 FD0578.Superseded values are not recommended for survey control.
 FD0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0578.See file dsdata.txt to determine how the superseded data were derived.
 FD0578
 FD0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE095443(NAD 83)
 FD0578_MARKER: DB = BENCH MARK DISK
 FD0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0578_STAMPING: B 224 1960
 FD0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0578+STABILITY: SURFACE MOTION
 FD0578
 FD0578  HISTORY     - Date     Condition        Report By
 FD0578  HISTORY     - 1960     MONUMENTED       CGS
 FD0578
 FD0578                          STATION DESCRIPTION
 FD0578
 FD0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0578'9.3 MI N FROM BRYANT.
 FD0578'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0578'50 FOR 0.7 MILE, THEN 8.6 MILES NORTH ON INTERSTATE HIGHWAY 65
 FD0578'TO THE INTERSECTION OF STATE HIGHWAY 99.  THE BENCH MARK IS 0.5
 FD0578'MILE EAST OF THE SMALL COMMUNITY OF OAKLAND ON STATE HIGHWAY 99,
 FD0578'ABOUT 350 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY 65, 91
 FD0578'FT. EAST OF THE SOUTHEAST YELLOW 4 FT. CONCRETE POST MARKING A
 FD0578'GAS PIPE LINE UNDER THE HIGHWAY, 35 FT. SOUTHWEST OF THE CENTER
 FD0578'OF A T JUNCTION OF A PRIVATE DRIVE, 19 FT. SOUTH OF STATE HIGHWAY
 FD0578'99, 4 FT. EAST OF A TELEPHONE POLE, AND 1.3 FT. EAST OF A
 FD0578'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FD0578'3 INCHES AND ABOUT LEVEL WITH STATE HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0401 ***********************************************************************
 FD0401  DESIGNATION -  B 225
 FD0401  PID         -  FD0401
 FD0401  STATE/COUNTY-  TN/GILES
 FD0401  USGS QUAD   -  TARPLEY (1982)
 FD0401
 FD0401                         *CURRENT SURVEY CONTROL
 FD0401  ___________________________________________________________________
 FD0401* NAD 83(1986)-  35 14 47.     (N)    086 53 10.     (W)     SCALED    
 FD0401* NAVD 88     -       241.929  (meters)     793.73   (feet)  ADJUSTED  
 FD0401  ___________________________________________________________________
 FD0401  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0401  DYNAMIC HT  -         241.704 (meters)     792.99  (feet)  COMP
 FD0401  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FD0401
 FD0401  VERT ORDER  -  SECOND    CLASS 0
 FD0401
 FD0401.The horizontal coordinates were scaled from a topographic map and have
 FD0401.an estimated accuracy of +/- 6 seconds.
 FD0401
 FD0401.The orthometric height was determined by differential leveling
 FD0401.and adjusted by the National Geodetic Survey in June 1991..
 FD0401
 FD0401.The geoid height was determined by GEOID03.
 FD0401
 FD0401.The dynamic height is computed by dividing the NAVD 88
 FD0401.geopotential number by the normal gravity value computed on the
 FD0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0401.degrees latitude (g = 980.6199 gals.).
 FD0401
 FD0401.The modeled gravity was interpolated from observed gravity values.
 FD0401
 FD0401;                    North         East    Units  Estimated Accuracy
 FD0401;SPC TN       -   101,670.      519,350.      MT  (+/- 180 meters Scaled)
 FD0401
 FD0401                          SUPERSEDED SURVEY CONTROL
 FD0401
 FD0401  NGVD 29 (??/??/92)  241.904  (m)          793.65   (f) ADJ UNCH    2 0
 FD0401
 FD0401.Superseded values are not recommended for survey control.
 FD0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0401.See file dsdata.txt to determine how the superseded data were derived.
 FD0401
 FD0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE103003(NAD 83)
 FD0401_MARKER: DB = BENCH MARK DISK
 FD0401_SETTING: 0 = UNSPECIFIED SETTING
 FD0401_STAMPING: B 225 1960
 FD0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0401
 FD0401  HISTORY     - Date     Condition        Report By
 FD0401  HISTORY     - 1960     MONUMENTED       CGS
 FD0401
 FD0401                          STATION DESCRIPTION
 FD0401
 FD0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0401'1.6 MI N FROM BEECH HILL.
 FD0401'FROM THE BEECH SCHOOL IN BEECH HILL, GO 0.3 MILE EAST ON A
 FD0401'PAVED ROAD, THEN 1.15 MILE NORTH ON A GRAVELED ROAD TO A DRIVEWAY
 FD0401'JUST NORTH OF A SMALL POND, THEN 0.1 MILE WEST ON THE PRIVATE
 FD0401'DRIVE LEADING TO A HOUSE.  THE BENCH MARK IS 73 FT. NORTHEAST
 FD0401'OF A FENCE CORNER, 37 FT. NORTHEAST OF THE CENTER OF A BRIDGE
 FD0401'AND DRIVEWAY LEADING TO A BARN, 4 FT. NORTHWEST OF THE NORTHWEST
 FD0401'CORNER OF A SMALL BUILDING, 2 FT. SOUTHWEST OF A FENCE, AND
 FD0401'1.6 FT. NORTHWEST OF A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0707 ***********************************************************************
 GC0707  DESIGNATION -  B 226
 GC0707  PID         -  GC0707
 GC0707  STATE/COUNTY-  TN/DAVIDSON
 GC0707  USGS QUAD   -  HERMITAGE (1983)
 GC0707
 GC0707                         *CURRENT SURVEY CONTROL
 GC0707  ___________________________________________________________________
 GC0707* NAD 83(1986)-  36 10 12.     (N)    086 35 06.     (W)     SCALED    
 GC0707* NAVD 88     -       166.053  (meters)     544.79   (feet)  ADJUSTED  
 GC0707  ___________________________________________________________________
 GC0707  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0707  DYNAMIC HT  -         165.913 (meters)     544.33  (feet)  COMP
 GC0707  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 GC0707
 GC0707  VERT ORDER  -  SECOND    CLASS 0
 GC0707
 GC0707.The horizontal coordinates were scaled from a topographic map and have
 GC0707.an estimated accuracy of +/- 6 seconds.
 GC0707
 GC0707.The orthometric height was determined by differential leveling
 GC0707.and adjusted by the National Geodetic Survey in June 1991..
 GC0707
 GC0707.The geoid height was determined by GEOID03.
 GC0707
 GC0707.The dynamic height is computed by dividing the NAVD 88
 GC0707.geopotential number by the normal gravity value computed on the
 GC0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0707.degrees latitude (g = 980.6199 gals.).
 GC0707
 GC0707.The modeled gravity was interpolated from observed gravity values.
 GC0707
 GC0707;                    North         East    Units  Estimated Accuracy
 GC0707;SPC TN       -   203,940.      547,370.      MT  (+/- 180 meters Scaled)
 GC0707
 GC0707                          SUPERSEDED SURVEY CONTROL
 GC0707
 GC0707  NGVD 29 (??/??/92)  166.091  (m)          544.92   (f) ADJ UNCH    2 0
 GC0707
 GC0707.Superseded values are not recommended for survey control.
 GC0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0707.See file dsdata.txt to determine how the superseded data were derived.
 GC0707
 GC0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF373028(NAD 83)
 GC0707_MARKER: DB = BENCH MARK DISK
 GC0707_SETTING: 66 = SET IN ROCK OUTCROP
 GC0707_SP_SET: BEDROCK
 GC0707_STAMPING: B 226 1960
 GC0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0707+STABILITY: POSITION/ELEVATION WELL
 GC0707
 GC0707  HISTORY     - Date     Condition        Report By
 GC0707  HISTORY     - 1960     MONUMENTED       CGS
 GC0707
 GC0707                          STATION DESCRIPTION
 GC0707
 GC0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0707'6.9 MI SW FROM MOUNT JULIET.
 GC0707'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0707'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0707'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILES
 GC0707'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON A GRAVELED
 GC0707'ROAD, THEN 2.75 MILES WEST ON CENTRAL PIKE ROAD, THEN 0.15 MILE
 GC0707'SOUTH ON NEW HOPE ROAD.  THE BENCH MARK IS ABOUT 240 FT. NORTH
 GC0707'OF PROPOSED INTERSTATE HIGHWAY 40, 54 FT. NORTHEAST OF A FENCE
 GC0707'CORNER, 46 FT. EAST OF THE CENTER OF NEW HOPE ROAD, 40 FT.
 GC0707'NORTHEAST OF A POWER LINE POLE, 19 FT. EAST OF A FENCE AND 2.1
 GC0707'FT. EAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL
 GC0707'HOLE IN BED ROCK THAT PROJECTS 1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0277 ***********************************************************************
 GC0277  DESIGNATION -  B 227
 GC0277  PID         -  GC0277
 GC0277  STATE/COUNTY-  TN/WILSON
 GC0277  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0277
 GC0277                         *CURRENT SURVEY CONTROL
 GC0277  ___________________________________________________________________
 GC0277* NAD 83(1986)-  36 11 23.     (N)    086 11 15.     (W)     SCALED    
 GC0277* NAVD 88     -       206.082  (meters)     676.12   (feet)  ADJUSTED  
 GC0277  ___________________________________________________________________
 GC0277  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0277  DYNAMIC HT  -         205.910 (meters)     675.56  (feet)  COMP
 GC0277  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 GC0277
 GC0277  VERT ORDER  -  SECOND    CLASS 0
 GC0277
 GC0277.The horizontal coordinates were scaled from a topographic map and have
 GC0277.an estimated accuracy of +/- 6 seconds.
 GC0277
 GC0277.The orthometric height was determined by differential leveling
 GC0277.and adjusted by the National Geodetic Survey in June 1991..
 GC0277
 GC0277.The geoid height was determined by GEOID03.
 GC0277
 GC0277.The dynamic height is computed by dividing the NAVD 88
 GC0277.geopotential number by the normal gravity value computed on the
 GC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0277.degrees latitude (g = 980.6199 gals.).
 GC0277
 GC0277.The modeled gravity was interpolated from observed gravity values.
 GC0277
 GC0277;                    North         East    Units  Estimated Accuracy
 GC0277;SPC TN       -   205,980.      583,140.      MT  (+/- 180 meters Scaled)
 GC0277
 GC0277                          SUPERSEDED SURVEY CONTROL
 GC0277
 GC0277  NGVD 29 (??/??/92)  206.144  (m)          676.32   (f) ADJ UNCH    2 0
 GC0277
 GC0277.Superseded values are not recommended for survey control.
 GC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0277.See file dsdata.txt to determine how the superseded data were derived.
 GC0277
 GC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF730052(NAD 83)
 GC0277_MARKER: DB = BENCH MARK DISK
 GC0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0277_STAMPING: B 227 1960
 GC0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0277+STABILITY: SURFACE MOTION
 GC0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0277+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0277
 GC0277  HISTORY     - Date     Condition        Report By
 GC0277  HISTORY     - 1960     MONUMENTED       CGS
 GC0277  HISTORY     - 20010226 GOOD             TNDT
 GC0277
 GC0277                          STATION DESCRIPTION
 GC0277
 GC0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0277'6 MI E FROM LEBANON.
 GC0277'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0277'MILE, THEN 5.4 MILES EAST ON BLUE BIRD ROAD.  THE BENCH MARK
 GC0277'IS 148 FT. WEST OF A DRIVEWAY TO A FIELD ON THE OPPOSITE SIDE OF
 GC0277'THE ROAD, 18 FT. NORTH OF THE CENTER OF BLUE BIRD ROAD, 20 FT.
 GC0277'EAST OF A CREEK BANK, 1.6 FT. NORTH OF A FENCE, AND 1.4 FT.
 GC0277'NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0277'POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
 GC0277
 GC0277                          STATION RECOVERY (2001)
 GC0277
 GC0277'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0618 ***********************************************************************
 FD0618  DESIGNATION -  B 228
 FD0618  PID         -  FD0618
 FD0618  STATE/COUNTY-  TN/RUTHERFORD
 FD0618  USGS QUAD   -  SMYRNA (1998)
 FD0618
 FD0618                         *CURRENT SURVEY CONTROL
 FD0618  ___________________________________________________________________
 FD0618* NAD 83(1986)-  35 54 51.     (N)    086 30 37.     (W)     SCALED    
 FD0618* NAVD 88     -       175.713  (meters)     576.49   (feet)  ADJUSTED  
 FD0618  ___________________________________________________________________
 FD0618  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD0618  DYNAMIC HT  -         175.560 (meters)     575.98  (feet)  COMP
 FD0618  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FD0618
 FD0618  VERT ORDER  -  SECOND    CLASS 0
 FD0618
 FD0618.The horizontal coordinates were scaled from a topographic map and have
 FD0618.an estimated accuracy of +/- 6 seconds.
 FD0618
 FD0618.The orthometric height was determined by differential leveling
 FD0618.and adjusted by the National Geodetic Survey in June 1991..
 FD0618
 FD0618.The geoid height was determined by GEOID03.
 FD0618
 FD0618.The dynamic height is computed by dividing the NAVD 88
 FD0618.geopotential number by the normal gravity value computed on the
 FD0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0618.degrees latitude (g = 980.6199 gals.).
 FD0618
 FD0618.The modeled gravity was interpolated from observed gravity values.
 FD0618
 FD0618;                    North         East    Units  Estimated Accuracy
 FD0618;SPC TN       -   175,510.      553,940.      MT  (+/- 180 meters Scaled)
 FD0618
 FD0618                          SUPERSEDED SURVEY CONTROL
 FD0618
 FD0618  NGVD 29 (??/??/92)  175.728  (m)          576.53   (f) ADJ UNCH    2 0
 FD0618
 FD0618.Superseded values are not recommended for survey control.
 FD0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0618.See file dsdata.txt to determine how the superseded data were derived.
 FD0618
 FD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE441745(NAD 83)
 FD0618_MARKER: DB = BENCH MARK DISK
 FD0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0618_SP_SET: BRIDGE
 FD0618_STAMPING: B 228 1960
 FD0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0618
 FD0618  HISTORY     - Date     Condition        Report By
 FD0618  HISTORY     - 1960     MONUMENTED       CGS
 FD0618  HISTORY     - 20010226 POOR             TNDT
 FD0618
 FD0618                          STATION DESCRIPTION
 FD0618
 FD0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0618'12.6 MI NW FROM MURFREESBORO.
 FD0618'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0618'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0618'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 2.2 MILES
 FD0618'WEST ON MANSON PIKE, THEN 2.9 MILES NORTHWEST ON BLACKMAN ROAD TO
 FD0618'A Y JUNCTION.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN
 FD0618'TOP OF THE WEST CONCRETE HEADWALL AT THE SOUTHWEST END OF A SMALL
 FD0618'BRIDGE OVER A CREEK WHICH LEADS TO A STOCK POND, ABOUT 240 FT.
 FD0618'SOUTH OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY 24, 233 FT.
 FD0618'NORTH OF THE CENTER OF THE T JUNCTION, AND 9 FT. WEST OF THE
 FD0618'CENTER OF THE BRIDGE.
 FD0618
 FD0618                          STATION RECOVERY (2001)
 FD0618
 FD0618'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0618'DISK HAS BEEN REMOVED BY VANDALISM. THE SHAFT IS STILL IN PLACE.
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
 FD0618' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0125 ***********************************************************************
 FD0125  DESIGNATION -  B 229
 FD0125  PID         -  FD0125
 FD0125  STATE/COUNTY-  TN/COFFEE
 FD0125  USGS QUAD   -  NOAH (1976)
 FD0125
 FD0125                         *CURRENT SURVEY CONTROL
 FD0125  ___________________________________________________________________
 FD0125* NAD 83(1986)-  35 34 03.     (N)    086 13 05.     (W)     SCALED    
 FD0125* NAVD 88     -       275.154  (meters)     902.73   (feet)  ADJUSTED  
 FD0125  ___________________________________________________________________
 FD0125  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0125  DYNAMIC HT  -         274.895 (meters)     901.88  (feet)  COMP
 FD0125  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FD0125
 FD0125  VERT ORDER  -  SECOND    CLASS 0
 FD0125
 FD0125.The horizontal coordinates were scaled from a topographic map and have
 FD0125.an estimated accuracy of +/- 6 seconds.
 FD0125
 FD0125.The orthometric height was determined by differential leveling
 FD0125.and adjusted by the National Geodetic Survey in June 1991..
 FD0125
 FD0125.The geoid height was determined by GEOID03.
 FD0125
 FD0125.The dynamic height is computed by dividing the NAVD 88
 FD0125.geopotential number by the normal gravity value computed on the
 FD0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0125.degrees latitude (g = 980.6199 gals.).
 FD0125
 FD0125.The modeled gravity was interpolated from observed gravity values.
 FD0125
 FD0125;                    North         East    Units  Estimated Accuracy
 FD0125;SPC TN       -   136,950.      580,230.      MT  (+/- 180 meters Scaled)
 FD0125
 FD0125                          SUPERSEDED SURVEY CONTROL
 FD0125
 FD0125  NGVD 29 (??/??/92)  275.149  (m)          902.72   (f) ADJ UNCH    2 0
 FD0125
 FD0125.Superseded values are not recommended for survey control.
 FD0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0125.See file dsdata.txt to determine how the superseded data were derived.
 FD0125
 FD0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE708362(NAD 83)
 FD0125_MARKER: DB = BENCH MARK DISK
 FD0125_SETTING: 66 = SET IN ROCK OUTCROP
 FD0125_SP_SET: BEDROCK
 FD0125_STAMPING: B 229 1960
 FD0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0125+STABILITY: POSITION/ELEVATION WELL
 FD0125
 FD0125  HISTORY     - Date     Condition        Report By
 FD0125  HISTORY     - 1960     MONUMENTED       CGS
 FD0125
 FD0125                          STATION DESCRIPTION
 FD0125
 FD0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0125'5.5 MI SE FROM BEECH GROVE.
 FD0125'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0125'U.S. HIGHWAY 41, THEN 1.65 MILES SOUTH ON A GRAVELED ROAD, THEN
 FD0125'0.5 MILE EAST AND SOUTH ON A GRAVELED ROAD, THEN 0.5 MILE SOUTHEAST
 FD0125'ON A GRAVELED ROAD, THEN 0.6 MILE EAST ON A GRAVELED ROAD.  THE
 FD0125'BENCH MARK IS ABOUT 600 FT. NORTH OF THE CENTER OF INTERSTATE
 FD0125'HIGHWAY 24, 36 FT. SOUTH OF THE NORTHEAST CORNER OF A HOUSE, 33
 FD0125'FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 10 FT. EAST OF THE
 FD0125'CENTER OF A WALK THAT LEADS TO THE HOUSE, 5 FT. SOUTH OF THE
 FD0125'CENTER OF A ROCK FENCE.  THE DISK IS CEMENTED IN A DRILL HOLE
 FD0125'IN A LARGE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0326 ***********************************************************************
 GD0326  DESIGNATION -  B 23
 GD0326  PID         -  GD0326
 GD0326  STATE/COUNTY-  TN/WEAKLEY
 GD0326  USGS QUAD   -  MARTIN (1983)
 GD0326
 GD0326                         *CURRENT SURVEY CONTROL
 GD0326  ___________________________________________________________________
 GD0326* NAD 83(1986)-  36 20 44.     (N)    088 51 01.     (W)     SCALED    
 GD0326* NAVD 88     -       125.265  (meters)     410.97   (feet)  ADJUSTED  
 GD0326  ___________________________________________________________________
 GD0326  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0326  DYNAMIC HT  -         125.164 (meters)     410.64  (feet)  COMP
 GD0326  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 GD0326
 GD0326  VERT ORDER  -  FIRST     CLASS II
 GD0326
 GD0326.The horizontal coordinates were scaled from a topographic map and have
 GD0326.an estimated accuracy of +/- 6 seconds.
 GD0326
 GD0326.The orthometric height was determined by differential leveling
 GD0326.and adjusted by the National Geodetic Survey in June 1991..
 GD0326
 GD0326.The geoid height was determined by GEOID03.
 GD0326
 GD0326.The dynamic height is computed by dividing the NAVD 88
 GD0326.geopotential number by the normal gravity value computed on the
 GD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0326.degrees latitude (g = 980.6199 gals.).
 GD0326
 GD0326.The modeled gravity was interpolated from observed gravity values.
 GD0326
 GD0326;                    North         East    Units  Estimated Accuracy
 GD0326;SPC TN       -   226,980.      344,170.      MT  (+/- 180 meters Scaled)
 GD0326
 GD0326                          SUPERSEDED SURVEY CONTROL
 GD0326
 GD0326  NGVD 29 (??/??/??)  125.275  (m)          411.01   (f) ADJUSTED    1 2
 GD0326
 GD0326.Superseded values are not recommended for survey control.
 GD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0326.See file dsdata.txt to determine how the superseded data were derived.
 GD0326
 GD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF339238(NAD 83)
 GD0326_MARKER: DB = BENCH MARK DISK
 GD0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0326_SP_SET: STONE
 GD0326_STAMPING: B 23 1934 411.220
 GD0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0326+STABILITY: SURFACE MOTION
 GD0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0326+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0326
 GD0326  HISTORY     - Date     Condition        Report By
 GD0326  HISTORY     - 1934     MONUMENTED       CGS
 GD0326  HISTORY     - 1948     GOOD             CGS
 GD0326  HISTORY     - 1967     GOOD             CGS
 GD0326  HISTORY     - 20020820 GOOD             USACE
 GD0326
 GD0326                          STATION DESCRIPTION
 GD0326
 GD0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0326'AT MARTIN.
 GD0326'AT MARTIN, WEAKLEY COUNTY, AT THE MAIN ENTRANCE TO THE POST
 GD0326'OFFICE, 6 FEET EAST OF THE DOORWAY, 1.5 FEET WEST OF THE EAST
 GD0326'END OF THE PLATFORM, AND 6 INCHES SOUTH OF THE SOUTH FACE OF
 GD0326'THE BUILDING.  A STANDARD DISK, STAMPED B 23 1934 411.220 AND SET
 GD0326'IN THE TOP OF A STONE BLOCK.  NOTE-- THE BUILDING IN WHICH THE
 GD0326'MARK IS SET IS NOW THE OLD POST OFFICE AND IS USED TO HOUSE
 GD0326'OFFICES FOR GOVERNMENT AGENCIES.
 GD0326
 GD0326                          STATION RECOVERY (1967)
 GD0326
 GD0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0326'RECOVERED IN GOOD CONDITION.
 GD0326
 GD0326                          STATION RECOVERY (2002)
 GD0326
 GD0326'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0326'OLD POST OFFICE IS NOW PUBLIC LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1687 ***********************************************************************
 GB1687  DESIGNATION -  B 230
 GB1687  PID         -  GB1687
 GB1687  STATE/COUNTY-  TN/PUTNAM
 GB1687  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1687
 GB1687                         *CURRENT SURVEY CONTROL
 GB1687  ___________________________________________________________________
 GB1687* NAD 83(1986)-  36 08 10.     (N)    085 27 41.     (W)     SCALED    
 GB1687* NAVD 88     -       331.567  (meters)    1087.82   (feet)  ADJUSTED  
 GB1687  ___________________________________________________________________
 GB1687  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GB1687  DYNAMIC HT  -         331.272 (meters)    1086.85  (feet)  COMP
 GB1687  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 GB1687
 GB1687  VERT ORDER  -  SECOND    CLASS 0
 GB1687
 GB1687.The horizontal coordinates were scaled from a topographic map and have
 GB1687.an estimated accuracy of +/- 6 seconds.
 GB1687
 GB1687.The orthometric height was determined by differential leveling
 GB1687.and adjusted by the National Geodetic Survey in June 1991..
 GB1687
 GB1687.The geoid height was determined by GEOID03.
 GB1687
 GB1687.The dynamic height is computed by dividing the NAVD 88
 GB1687.geopotential number by the normal gravity value computed on the
 GB1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1687.degrees latitude (g = 980.6199 gals.).
 GB1687
 GB1687.The modeled gravity was interpolated from observed gravity values.
 GB1687
 GB1687;                    North         East    Units  Estimated Accuracy
 GB1687;SPC TN       -   200,150.      648,480.      MT  (+/- 180 meters Scaled)
 GB1687
 GB1687                          SUPERSEDED SURVEY CONTROL
 GB1687
 GB1687  NGVD 29 (??/??/92)  331.631  (m)         1088.03   (f) ADJ UNCH    2 0
 GB1687
 GB1687.Superseded values are not recommended for survey control.
 GB1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1687.See file dsdata.txt to determine how the superseded data were derived.
 GB1687
 GB1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF384001(NAD 83)
 GB1687_MARKER: DB = BENCH MARK DISK
 GB1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1687_STAMPING: B 230 1960
 GB1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1687+STABILITY: SURFACE MOTION
 GB1687
 GB1687  HISTORY     - Date     Condition        Report By
 GB1687  HISTORY     - 1960     MONUMENTED       CGS
 GB1687
 GB1687                          STATION DESCRIPTION
 GB1687
 GB1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1687'4.2 MI SE FROM COOKEVILLE.
 GB1687'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1687'HIGHWAY 42, THEN 2.35 MILES EAST ON INTERSTATE HIGHWAY 40.  THE
 GB1687'BENCH MARK IS ON THE SOUTH RIGHT-OF-WAY ON INTERSTATE HIGHWAY
 GB1687'40, 7 FT. WEST OF A CEDAR TREE, 2 FT. NORTH OF THE RIGHT OF
 GB1687'WAY FENCE, 1.4 FT. NORTH OF A WITNESS SIGN, AND ABOUT 0.1 MILE
 GB1687'EAST OF A CULVERT.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1687'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1709 ***********************************************************************
 GB1709  DESIGNATION -  B 231
 GB1709  PID         -  GB1709
 GB1709  STATE/COUNTY-  TN/PUTNAM
 GB1709  USGS QUAD   -  MONTEREY (1981)
 GB1709
 GB1709                         *CURRENT SURVEY CONTROL
 GB1709  ___________________________________________________________________
 GB1709* NAD 83(1986)-  36 07 51.     (N)    085 20 38.     (W)     SCALED    
 GB1709* NAVD 88     -       568.466  (meters)    1865.04   (feet)  ADJUSTED  
 GB1709  ___________________________________________________________________
 GB1709  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB1709  DYNAMIC HT  -         567.942 (meters)    1863.32  (feet)  COMP
 GB1709  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 GB1709
 GB1709  VERT ORDER  -  SECOND    CLASS 0
 GB1709
 GB1709.The horizontal coordinates were scaled from a topographic map and have
 GB1709.an estimated accuracy of +/- 6 seconds.
 GB1709
 GB1709.The orthometric height was determined by differential leveling
 GB1709.and adjusted by the National Geodetic Survey in June 1991..
 GB1709
 GB1709.The geoid height was determined by GEOID03.
 GB1709
 GB1709.The dynamic height is computed by dividing the NAVD 88
 GB1709.geopotential number by the normal gravity value computed on the
 GB1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1709.degrees latitude (g = 980.6199 gals.).
 GB1709
 GB1709.The modeled gravity was interpolated from observed gravity values.
 GB1709
 GB1709;                    North         East    Units  Estimated Accuracy
 GB1709;SPC TN       -   199,630.      659,060.      MT  (+/- 180 meters Scaled)
 GB1709
 GB1709                          SUPERSEDED SURVEY CONTROL
 GB1709
 GB1709  NGVD 29 (??/??/92)  568.497  (m)         1865.14   (f) ADJ UNCH    2 0
 GB1709
 GB1709.Superseded values are not recommended for survey control.
 GB1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1709.See file dsdata.txt to determine how the superseded data were derived.
 GB1709
 GB1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE490997(NAD 83)
 GB1709_MARKER: DB = BENCH MARK DISK
 GB1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1709_STAMPING: B 231 1960
 GB1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1709+STABILITY: SURFACE MOTION
 GB1709
 GB1709  HISTORY     - Date     Condition        Report By
 GB1709  HISTORY     - 1960     MONUMENTED       CGS
 GB1709  HISTORY     - 20060911 MARK NOT FOUND   TVA
 GB1709
 GB1709                          STATION DESCRIPTION
 GB1709
 GB1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1709'5 MI W FROM MONTEREY.
 GB1709'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILE SOUTHWEST ON
 GB1709'STATE HIGHWAY 84, THEN 4.5 MILES WEST ON U.S. HIGHWAY 70N, THEN
 GB1709'0.2 MILE WEST ON A GRAVELED ROAD TO A T JUNCTION.  THE BENCH MARK
 GB1709'IS 0.15 MILE NORTH OF A CHURCH, 55 FT. WEST OF THE NORTHWEST
 GB1709'CORNER OF A CEMETERY, 72 FT. WEST OF A 36-INCH TREE, 26 FT. EAST
 GB1709'OF THE CENTER OF THE T JUNCTION, AND 1.8 FT. SOUTH OF A WITNESS
 GB1709'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GB1709'WITH THE SURFACE OF THE GROUND AND IS ABOUT 2 FT. ABOVE THE LEVEL
 GB1709'OF THE GRAVELED ROAD.
 GB1709
 GB1709                          STATION RECOVERY (2006)
 GB1709
 GB1709'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0797 ***********************************************************************
 FC0797  DESIGNATION -  B 232
 FC0797  PID         -  FC0797
 FC0797  STATE/COUNTY-  TN/CUMBERLAND
 FC0797  USGS QUAD   -  DORTON (1991)
 FC0797
 FC0797                         *CURRENT SURVEY CONTROL
 FC0797  ___________________________________________________________________
 FC0797* NAD 83(1986)-  35 56 50.     (N)    084 56 28.     (W)     SCALED    
 FC0797* NAVD 88     -       535.567  (meters)    1757.11   (feet)  ADJUSTED  
 FC0797  ___________________________________________________________________
 FC0797  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC0797  DYNAMIC HT  -         535.070 (meters)    1755.48  (feet)  COMP
 FC0797  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FC0797
 FC0797  VERT ORDER  -  SECOND    CLASS 0
 FC0797
 FC0797.The horizontal coordinates were scaled from a topographic map and have
 FC0797.an estimated accuracy of +/- 6 seconds.
 FC0797
 FC0797.The orthometric height was determined by differential leveling
 FC0797.and adjusted by the National Geodetic Survey in June 1991..
 FC0797
 FC0797.The geoid height was determined by GEOID03.
 FC0797
 FC0797.The dynamic height is computed by dividing the NAVD 88
 FC0797.geopotential number by the normal gravity value computed on the
 FC0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0797.degrees latitude (g = 980.6199 gals.).
 FC0797
 FC0797.The modeled gravity was interpolated from observed gravity values.
 FC0797
 FC0797;                    North         East    Units  Estimated Accuracy
 FC0797;SPC TN       -   179,580.      695,530.      MT  (+/- 180 meters Scaled)
 FC0797
 FC0797                          SUPERSEDED SURVEY CONTROL
 FC0797
 FC0797  NGVD 29 (??/??/92)  535.646  (m)         1757.37   (f) ADJ UNCH    2 0
 FC0797
 FC0797.Superseded values are not recommended for survey control.
 FC0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0797.See file dsdata.txt to determine how the superseded data were derived.
 FC0797
 FC0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE856800(NAD 83)
 FC0797_MARKER: DB = BENCH MARK DISK
 FC0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0797_SP_SET: BRIDGE
 FC0797_STAMPING: B 232 1960
 FC0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0797
 FC0797  HISTORY     - Date     Condition        Report By
 FC0797  HISTORY     - 1960     MONUMENTED       CGS
 FC0797
 FC0797                          STATION DESCRIPTION
 FC0797
 FC0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0797'1.8 MI SE FROM DORTON.
 FC0797'FROM THE DORTON SCHOOL IN DORTON, GO 0.95 MILE EAST ON A GRAVELED
 FC0797'ROAD TO A Y JUNCTION, TAKE THE RIGHT FORK AND GO 0.35 MILE EAST TO
 FC0797'A T JUNCTION, CONTINUE EAST FOR 0.1 MILE TO A DIM TRACK ROAD
 FC0797'LEADING SOUTH, GO SOUTH  ON THE TRACK ROAD FOR 0.4 MILE TO A ROCK
 FC0797'AND CONCRETE BRIDGE OVER A SMALL CREEK.  THE BENCH MARK IS 11
 FC0797'FT. SOUTHWEST OF THE CENTER OF THE BRIDGE.  THE DISK IS CEMENTED
 FC0797'IN A DRILL HOLE IN TOP OF THE SOUTHEAST WINGWALL OF THE BRIDGE,
 FC0797'AND IS ABOUT 1 FT. BELOW THE LEVEL OF THE TRACK ROAD.  NOTE--
 FC0797'THIS MARK IS ABOUT 0.7 MILE WEST ON INTERSTATE HIGHWAY 40 FROM
 FC0797'OTTER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0910 ***********************************************************************
 FC0910  DESIGNATION -  B 233
 FC0910  PID         -  FC0910
 FC0910  STATE/COUNTY-  TN/ROANE
 FC0910  USGS QUAD   -  HARRIMAN (1980)
 FC0910
 FC0910                         *CURRENT SURVEY CONTROL
 FC0910  ___________________________________________________________________
 FC0910* NAD 83(1986)-  35 54 10.     (N)    084 33 37.     (W)     SCALED    
 FC0910* NAVD 88     -       268.349  (meters)     880.41   (feet)  ADJUSTED  
 FC0910  ___________________________________________________________________
 FC0910  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0910  DYNAMIC HT  -         268.102 (meters)     879.60  (feet)  COMP
 FC0910  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 FC0910
 FC0910  VERT ORDER  -  SECOND    CLASS 0
 FC0910
 FC0910.The horizontal coordinates were scaled from a topographic map and have
 FC0910.an estimated accuracy of +/- 6 seconds.
 FC0910
 FC0910.The orthometric height was determined by differential leveling
 FC0910.and adjusted by the National Geodetic Survey in June 1991..
 FC0910
 FC0910.The geoid height was determined by GEOID03.
 FC0910
 FC0910.The dynamic height is computed by dividing the NAVD 88
 FC0910.geopotential number by the normal gravity value computed on the
 FC0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0910.degrees latitude (g = 980.6199 gals.).
 FC0910
 FC0910.The modeled gravity was interpolated from observed gravity values.
 FC0910
 FC0910;                    North         East    Units  Estimated Accuracy
 FC0910;SPC TN       -   175,080.      729,960.      MT  (+/- 180 meters Scaled)
 FC0910
 FC0910                          SUPERSEDED SURVEY CONTROL
 FC0910
 FC0910  NGVD 29 (??/??/92)  268.460  (m)          880.77   (f) ADJ UNCH    2 0
 FC0910
 FC0910.Superseded values are not recommended for survey control.
 FC0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0910.See file dsdata.txt to determine how the superseded data were derived.
 FC0910
 FC0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE201759(NAD 83)
 FC0910_MARKER: DB = BENCH MARK DISK
 FC0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0910_SP_SET: BRIDGE
 FC0910_STAMPING: R 233 1960
 FC0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0910
 FC0910  HISTORY     - Date     Condition        Report By
 FC0910  HISTORY     - 1960     MONUMENTED       CGS
 FC0910
 FC0910                          STATION DESCRIPTION
 FC0910
 FC0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0910'4.6 MI NW FROM KINGSTON.
 FC0910'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0910'FOR 0.8 MILE, THEN 0.95 MILE NORTHWEST ON INTERSTATE HIGHWAY
 FC0910'40, THEN 0.1 MILE SOUTH ON A GRAVELED ROAD, THEN 1.35 MILES
 FC0910'NORTHWEST ON U.S. HIGHWAY 70, THEN 1.1 MILES NORTHERLY ON A
 FC0910'PAVED ROAD, THEN 0.3 MILE WESTERLY ON A RAILROAD TO AN OVERPASS
 FC0910'OVER U.S. HIGHWAY 27.  THE BENCH MARK DISK IS CEMENTED IN A
 FC0910'DRILL HOLE IN TOP OF THE SOUTHWEST CONCRETE HEADWALL AT THE
 FC0910'WEST END OF THE OVERPASS, 1.4 FT. EAST OF THE WEST END OF THE
 FC0910'HEADWALL AND ABOUT LEVEL WITH THE TRACKS.  NOTE-- TO REACH B.M.
 FC0910'A 233 FROM THIS MARK, GO 0.45 MILE NORTHWEST ON THE RAILROAD, THEN
 FC0910'0.35 MILE SOUTH ON A GRAVELED ROAD, THEN 0.35 MILE WEST ON A
 FC0910'GRAVELED ROAD TO A T JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2469 ***********************************************************************
 GA2469  DESIGNATION -  B 235
 GA2469  PID         -  GA2469
 GA2469  STATE/COUNTY-  TN/KNOX
 GA2469  USGS QUAD   -  JOHN SEVIER (1992)
 GA2469
 GA2469                         *CURRENT SURVEY CONTROL
 GA2469  ___________________________________________________________________
 GA2469* NAD 83(1986)-  36 01 43.     (N)    083 51 49.     (W)     SCALED    
 GA2469* NAVD 88     -       282.829  (meters)     927.91   (feet)  ADJUSTED  
 GA2469  ___________________________________________________________________
 GA2469  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2469  DYNAMIC HT  -         282.569 (meters)     927.06  (feet)  COMP
 GA2469  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 GA2469
 GA2469  VERT ORDER  -  SECOND    CLASS 0
 GA2469
 GA2469.The horizontal coordinates were scaled from a topographic map and have
 GA2469.an estimated accuracy of +/- 6 seconds.
 GA2469
 GA2469.The orthometric height was determined by differential leveling
 GA2469.and adjusted by the National Geodetic Survey in June 1991..
 GA2469
 GA2469.The geoid height was determined by GEOID03.
 GA2469
 GA2469.The dynamic height is computed by dividing the NAVD 88
 GA2469.geopotential number by the normal gravity value computed on the
 GA2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2469.degrees latitude (g = 980.6199 gals.).
 GA2469
 GA2469.The modeled gravity was interpolated from observed gravity values.
 GA2469
 GA2469;                    North         East    Units  Estimated Accuracy
 GA2469;SPC TN       -   190,190.      792,530.      MT  (+/- 180 meters Scaled)
 GA2469
 GA2469                          SUPERSEDED SURVEY CONTROL
 GA2469
 GA2469  NGVD 29 (??/??/92)  282.965  (m)          928.36   (f) ADJ UNCH    2 0
 GA2469
 GA2469.Superseded values are not recommended for survey control.
 GA2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2469.See file dsdata.txt to determine how the superseded data were derived.
 GA2469
 GA2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV419909(NAD 83)
 GA2469_MARKER: DB = BENCH MARK DISK
 GA2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2469_STAMPING: B 235 1961
 GA2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2469+STABILITY: SURFACE MOTION
 GA2469
 GA2469  HISTORY     - Date     Condition        Report By
 GA2469  HISTORY     - 1961     MONUMENTED       CGS
 GA2469  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2469
 GA2469                          STATION DESCRIPTION
 GA2469
 GA2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2469'IN EAST KNOXVILLE.
 GA2469'THIS MARK IS LOCATED AT THE INTERSECTION OF BUFFAT DRIVE AND LOVE
 GA2469'CREEK ROAD.  THE BENCH MARK IS ABOUT 200 FT. WEST OF THE
 GA2469'INTERSECTION, 46 FT. WEST OF THE NORTHWEST CORNER OF A HOUSE, 21
 GA2469'FT. SOUTH OF THE CENTER OF BUFFAT DRIVE, 10.5 FT. SOUTHWEST OF A
 GA2469'POWER LINE POLE BY A FENCE CORNER, 1.3 FT. SOUTH OF A FENCE, AND
 GA2469'1.9 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GA2469'CONCRETE POST PROJECTING 4 INCHES AND ABOUT 3 FT. BELOW THE LEVEL
 GA2469'OF THE ROAD.  NOTE-- THIS MARK IS 0.6 MILE EAST ALONG BUFFAT
 GA2469'DRIVE FROM FURGERSON 1960.
 GA2469
 GA2469                          STATION RECOVERY (1982)
 GA2469
 GA2469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0719 ***********************************************************************
 GB0719  DESIGNATION -  B 236
 GB0719  PID         -  GB0719
 GB0719  STATE/COUNTY-  TN/CAMPBELL
 GB0719  USGS QUAD   -  JACKSBORO (1991)
 GB0719
 GB0719                         *CURRENT SURVEY CONTROL
 GB0719  ___________________________________________________________________
 GB0719* NAD 83(1986)-  36 16 31.     (N)    084 12 11.     (W)     SCALED    
 GB0719* NAVD 88     -       346.204  (meters)    1135.84   (feet)  ADJUSTED  
 GB0719  ___________________________________________________________________
 GB0719  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB0719  DYNAMIC HT  -         345.896 (meters)    1134.83  (feet)  COMP
 GB0719  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 GB0719
 GB0719  VERT ORDER  -  SECOND    CLASS 0
 GB0719
 GB0719.The horizontal coordinates were scaled from a topographic map and have
 GB0719.an estimated accuracy of +/- 6 seconds.
 GB0719
 GB0719.The orthometric height was determined by differential leveling
 GB0719.and adjusted by the National Geodetic Survey in June 1991..
 GB0719
 GB0719.The geoid height was determined by GEOID03.
 GB0719
 GB0719.The dynamic height is computed by dividing the NAVD 88
 GB0719.geopotential number by the normal gravity value computed on the
 GB0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0719.degrees latitude (g = 980.6199 gals.).
 GB0719
 GB0719.The modeled gravity was interpolated from observed gravity values.
 GB0719
 GB0719;                    North         East    Units  Estimated Accuracy
 GB0719;SPC TN       -   216,940.      761,440.      MT  (+/- 180 meters Scaled)
 GB0719
 GB0719                          SUPERSEDED SURVEY CONTROL
 GB0719
 GB0719  NGVD 29 (??/??/92)  346.312  (m)         1136.19   (f) ADJ UNCH    2 0
 GB0719
 GB0719.Superseded values are not recommended for survey control.
 GB0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0719.See file dsdata.txt to determine how the superseded data were derived.
 GB0719
 GB0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF512181(NAD 83)
 GB0719_MARKER: DB = BENCH MARK DISK
 GB0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0719_SP_SET: CULVERT
 GB0719_STAMPING: B 236 1961
 GB0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0719
 GB0719  HISTORY     - Date     Condition        Report By
 GB0719  HISTORY     - 1961     MONUMENTED       CGS
 GB0719  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0719
 GB0719                          STATION DESCRIPTION
 GB0719
 GB0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0719'2 MI S FROM CARYVILLE.
 GB0719'FROM THE CARYVILLE JR. HIGH SCHOOL IN CARYVILLE, GO 0.2 MILE EAST
 GB0719'ON STATE HIGHWAY 63, THEN 1.8 MILE SOUTH ON U.S. HIGHWAY 25W
 GB0719'TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS ABOUT
 GB0719'0.15 MILE NORTHWEST OF AN ESSO GAS STATION, AT A Y JUNCTION OF U.S.
 GB0719'HIGHWAY 25W AND A GRAVEL ROAD LEADING SOUTHEAST, AND 15.8 FT.
 GB0719'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 25W.  THE DISK IS CEMENTED
 GB0719'IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE NORTHEAST CONCRETE
 GB0719'HEADWALL OF THE CULVERT AND IS ABOUT LEVEL WITH THE ROAD.
 GB0719
 GB0719                          STATION RECOVERY (1973)
 GB0719
 GB0719'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2127 ***********************************************************************
 FB2127  DESIGNATION -  B 237
 FB2127  PID         -  FB2127
 FB2127  STATE/COUNTY-  TN/KNOX
 FB2127  USGS QUAD   -  BOYDS CREEK (1986)
 FB2127
 FB2127                         *CURRENT SURVEY CONTROL
 FB2127  ___________________________________________________________________
 FB2127* NAD 83(1986)-  35 59 40.     (N)    083 40 49.     (W)     SCALED    
 FB2127* NAVD 88     -       273.002  (meters)     895.67   (feet)  ADJUSTED  
 FB2127  ___________________________________________________________________
 FB2127  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2127  DYNAMIC HT  -         272.747 (meters)     894.84  (feet)  COMP
 FB2127  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FB2127
 FB2127  VERT ORDER  -  SECOND    CLASS 0
 FB2127
 FB2127.The horizontal coordinates were scaled from a topographic map and have
 FB2127.an estimated accuracy of +/- 6 seconds.
 FB2127
 FB2127.The orthometric height was determined by differential leveling
 FB2127.and adjusted by the National Geodetic Survey in June 1991..
 FB2127
 FB2127.The geoid height was determined by GEOID03.
 FB2127
 FB2127.The dynamic height is computed by dividing the NAVD 88
 FB2127.geopotential number by the normal gravity value computed on the
 FB2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2127.degrees latitude (g = 980.6199 gals.).
 FB2127
 FB2127.The modeled gravity was interpolated from observed gravity values.
 FB2127
 FB2127;                    North         East    Units  Estimated Accuracy
 FB2127;SPC TN       -   186,780.      809,140.      MT  (+/- 180 meters Scaled)
 FB2127
 FB2127                          SUPERSEDED SURVEY CONTROL
 FB2127
 FB2127  NGVD 29 (??/??/92)  273.145  (m)          896.14   (f) ADJ UNCH    2 0
 FB2127
 FB2127.Superseded values are not recommended for survey control.
 FB2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2127.See file dsdata.txt to determine how the superseded data were derived.
 FB2127
 FB2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV583866(NAD 83)
 FB2127_MARKER: DB = BENCH MARK DISK
 FB2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2127_STAMPING: B 237 1961
 FB2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2127+STABILITY: SURFACE MOTION
 FB2127
 FB2127  HISTORY     - Date     Condition        Report By
 FB2127  HISTORY     - 1961     MONUMENTED       CGS
 FB2127  HISTORY     - 1972     GOOD             TVA
 FB2127
 FB2127                          STATION DESCRIPTION
 FB2127
 FB2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2127'3.6 MI NW FROM KODAK.
 FB2127'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2127'KODAK (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2127'70 AND 25W, AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 FB2127'OF KNOXVILLE), GO 0.7 MILE NORTH ON STATE HIGHWAY, THEN 2.9
 FB2127'MILES WEST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION OF A PAVED
 FB2127'ROAD.  THE BENCH MARK IS ABOUT 600 FT. SOUTH OF INTERSTATE
 FB2127'HIGHWAY 40, ABOUT 120 FT. SOUTH OF A SMALL CREEK UNDER WILL
 FB2127'MERRETT ROAD, 100 FT. WEST OF THE NORTHWEST CORNER OF A HOUSE,
 FB2127'17 FT. EAST OF THE CENTER OF WILL MERRET ROAD, 3 FT. SOUTH OF
 FB2127'A POWER LINE POLE WITH TRANSFORMER, AND 1.7 FT. SOUTH OF A
 FB2127'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB2127'PROJECTING 6 INCHES AND IS ABOUT 5 FT. ABOVE THE LEVEL OF THE
 FB2127'ROAD.
 FB2127
 FB2127                          STATION RECOVERY (1972)
 FB2127
 FB2127'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0261 ***********************************************************************
 FC0261  DESIGNATION -  B 238
 FC0261  PID         -  FC0261
 FC0261  STATE/COUNTY-  TN/LOUDON
 FC0261  USGS QUAD   -  LENOIR CITY (1986)
 FC0261
 FC0261                         *CURRENT SURVEY CONTROL
 FC0261  ___________________________________________________________________
 FC0261* NAD 83(1986)-  35 47 50.     (N)    084 19 27.     (W)     SCALED    
 FC0261* NAVD 88     -       256.674  (meters)     842.10   (feet)  ADJUSTED  
 FC0261  ___________________________________________________________________
 FC0261  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0261  DYNAMIC HT  -         256.429 (meters)     841.30  (feet)  COMP
 FC0261  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 FC0261
 FC0261  VERT ORDER  -  SECOND    CLASS 0
 FC0261
 FC0261.The horizontal coordinates were scaled from a topographic map and have
 FC0261.an estimated accuracy of +/- 6 seconds.
 FC0261
 FC0261.The orthometric height was determined by differential leveling
 FC0261.and adjusted by the National Geodetic Survey in June 1991..
 FC0261
 FC0261.The geoid height was determined by GEOID03.
 FC0261
 FC0261.The dynamic height is computed by dividing the NAVD 88
 FC0261.geopotential number by the normal gravity value computed on the
 FC0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0261.degrees latitude (g = 980.6199 gals.).
 FC0261
 FC0261.The modeled gravity was interpolated from observed gravity values.
 FC0261
 FC0261;                    North         East    Units  Estimated Accuracy
 FC0261;SPC TN       -   163,710.      751,470.      MT  (+/- 180 meters Scaled)
 FC0261
 FC0261                          SUPERSEDED SURVEY CONTROL
 FC0261
 FC0261  NGVD 29 (??/??/92)  256.785  (m)          842.47   (f) ADJ UNCH    2 0
 FC0261
 FC0261.Superseded values are not recommended for survey control.
 FC0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0261.See file dsdata.txt to determine how the superseded data were derived.
 FC0261
 FC0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE418647(NAD 83)
 FC0261_MARKER: DB = BENCH MARK DISK
 FC0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0261_SP_SET: CULVERT
 FC0261_STAMPING: B 238 1961
 FC0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0261
 FC0261  HISTORY     - Date     Condition        Report By
 FC0261  HISTORY     - 1961     MONUMENTED       CGS
 FC0261  HISTORY     - 1965     GOOD             NGS
 FC0261  HISTORY     - 20051127 MARK NOT FOUND   USPSQD
 FC0261
 FC0261                          STATION DESCRIPTION
 FC0261
 FC0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0261'4 MI SW FROM EATON CROSSROADS.
 FC0261'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE 95 AT
 FC0261'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE ROUTE 95 TO A PAVED
 FC0261'ROAD RIGHT, THENCE RIGHT, SOUTHWEST ON THE PAVED ROAD FOR 2.35
 FC0261'MILES TO A CONCRETE CULVERT UNDER THE ROAD.  THE BENCH MARK IS
 FC0261'CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE SOUTH
 FC0261'CONCRETE HEADWALL OF THE CULVERT AND IS ABOUT 3 FEET ABOVE THE
 FC0261'LEVEL OF THE ROAD.  THE DISK IS STAMPED B 238 1961.
 FC0261
 FC0261                          STATION RECOVERY (2005)
 FC0261
 FC0261'RECOVERY NOTE BY US POWER SQUADRON 2005 (DCS)
 FC0261'CULVERT HAS BEEN REPLACED AND NEW CONCRETE WALL BUILT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2055 ***********************************************************************
 GA2055  DESIGNATION -  B 239
 GA2055  PID         -  GA2055
 GA2055  STATE/COUNTY-  TN/JEFFERSON
 GA2055  USGS QUAD   -  MORRISTOWN (1979)
 GA2055
 GA2055                         *CURRENT SURVEY CONTROL
 GA2055  ___________________________________________________________________
 GA2055* NAD 83(1986)-  36 07 56.     (N)    083 18 34.     (W)     SCALED    
 GA2055* NAVD 88     -       361.405  (meters)    1185.71   (feet)  ADJUSTED  
 GA2055  ___________________________________________________________________
 GA2055  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA2055  DYNAMIC HT  -         361.068 (meters)    1184.60  (feet)  COMP
 GA2055  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA2055
 GA2055  VERT ORDER  -  SECOND    CLASS 0
 GA2055
 GA2055.The horizontal coordinates were scaled from a topographic map and have
 GA2055.an estimated accuracy of +/- 6 seconds.
 GA2055
 GA2055.The orthometric height was determined by differential leveling
 GA2055.and adjusted by the National Geodetic Survey in June 1991..
 GA2055
 GA2055.The geoid height was determined by GEOID03.
 GA2055
 GA2055.The dynamic height is computed by dividing the NAVD 88
 GA2055.geopotential number by the normal gravity value computed on the
 GA2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2055.degrees latitude (g = 980.6199 gals.).
 GA2055
 GA2055.The modeled gravity was interpolated from observed gravity values.
 GA2055
 GA2055;                    North         East    Units  Estimated Accuracy
 GA2055;SPC TN       -   202,920.      842,150.      MT  (+/- 180 meters Scaled)
 GA2055
 GA2055                          SUPERSEDED SURVEY CONTROL
 GA2055
 GA2055  NGVD 29 (??/??/92)  361.548  (m)         1186.18   (f) ADJ UNCH    2 0
 GA2055
 GA2055.Superseded values are not recommended for survey control.
 GA2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2055.See file dsdata.txt to determine how the superseded data were derived.
 GA2055
 GA2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA921010(NAD 83)
 GA2055_MARKER: DB = BENCH MARK DISK
 GA2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2055_STAMPING: B 239 1961
 GA2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2055+STABILITY: SURFACE MOTION
 GA2055
 GA2055  HISTORY     - Date     Condition        Report By
 GA2055  HISTORY     - 1961     MONUMENTED       CGS
 GA2055  HISTORY     - 1980     GOOD             NGS
 GA2055
 GA2055                          STATION DESCRIPTION
 GA2055
 GA2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2055'3.4 MI NW FROM WHITE PINE.
 GA2055'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2055'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2055'1.6 MILES SOUTHWEST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION
 GA2055'OF A PAVED ROAD.  THE BENCH MARK IS ABOUT 450 FT. NORTHWEST
 GA2055'OF INTERSTATE 81, 70 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF
 GA2055'A WOVEN WIRE FENCE AROUND A NATURAL GAS PUMPING STATION, 21 FT.
 GA2055'WEST OF THE CENTER OF THE PAVED ROAD, 2.2 FT. WEST OF A FENCE
 GA2055'CORNER, AND 2 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN
 GA2055'TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 2 FT.
 GA2055'ABOVE THE LEVEL OF THE PAVED ROAD.
 GA2055
 GA2055                          STATION RECOVERY (1980)
 GA2055
 GA2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2055'IT IS 2.5 FEET WEST OF A POWERPOLE NO.74-20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0164 ***********************************************************************
 GD0164  DESIGNATION -  B 24
 GD0164  PID         -  GD0164
 GD0164  STATE/COUNTY-  TN/HENRY
 GD0164  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD0164
 GD0164                         *CURRENT SURVEY CONTROL
 GD0164  ___________________________________________________________________
 GD0164* NAD 83(1986)-  36 18 03.     (N)    088 14 55.     (W)     SCALED    
 GD0164* NAVD 88     -       115.051  (meters)     377.46   (feet)  ADJUSTED  
 GD0164  ___________________________________________________________________
 GD0164  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD0164  DYNAMIC HT  -         114.956 (meters)     377.15  (feet)  COMP
 GD0164  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GD0164
 GD0164  VERT ORDER  -  SECOND    CLASS 0
 GD0164
 GD0164.The horizontal coordinates were scaled from a topographic map and have
 GD0164.an estimated accuracy of +/- 6 seconds.
 GD0164
 GD0164.The orthometric height was determined by differential leveling
 GD0164.and adjusted by the National Geodetic Survey in June 1991..
 GD0164
 GD0164.The geoid height was determined by GEOID03.
 GD0164
 GD0164.The dynamic height is computed by dividing the NAVD 88
 GD0164.geopotential number by the normal gravity value computed on the
 GD0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0164.degrees latitude (g = 980.6199 gals.).
 GD0164
 GD0164.The modeled gravity was interpolated from observed gravity values.
 GD0164
 GD0164;                    North         East    Units  Estimated Accuracy
 GD0164;SPC TN       -   220,620.      398,050.      MT  (+/- 180 meters Scaled)
 GD0164
 GD0164                          SUPERSEDED SURVEY CONTROL
 GD0164
 GD0164  NGVD 29 (??/??/??)  115.096  (m)          377.61   (f) ADJUSTED    2 0
 GD0164
 GD0164.Superseded values are not recommended for survey control.
 GD0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0164.See file dsdata.txt to determine how the superseded data were derived.
 GD0164
 GD0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF878180(NAD 83)
 GD0164_MARKER: DB = BENCH MARK DISK
 GD0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0164_STAMPING: 377.844 B 24 1934
 GD0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0164+STABILITY: SURFACE MOTION
 GD0164
 GD0164  HISTORY     - Date     Condition        Report By
 GD0164  HISTORY     - 1934     MONUMENTED       CGS
 GD0164  HISTORY     - 1952     GOOD             CGS
 GD0164  HISTORY     - 1971     GOOD             NGS
 GD0164
 GD0164                          STATION DESCRIPTION
 GD0164
 GD0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0164'5 MI E FROM PARIS.
 GD0164'5.0 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GD0164'THE STATION AT PARIS, HENRY COUNTY, 1/2 MILE WEST OF PORTERS
 GD0164'SIDING, 150 YARDS EAST OF MILEPOST 242, AT A FARM-ROAD CROSSING,
 GD0164'30 YARDS WEST OF THE CENTERLINE OF THE ROAD, AND 8 YARDS SOUTH
 GD0164'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 GD0164'377.844 B 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0164
 GD0164                          STATION RECOVERY (1971)
 GD0164
 GD0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2064 ***********************************************************************
 GA2064  DESIGNATION -  B 240
 GA2064  PID         -  GA2064
 GA2064  STATE/COUNTY-  TN/HAMBLEN
 GA2064  USGS QUAD   -  SPRINGVALE (1980)
 GA2064
 GA2064                         *CURRENT SURVEY CONTROL
 GA2064  ___________________________________________________________________
 GA2064* NAD 83(1986)-  36 09 17.     (N)    083 14 00.     (W)     SCALED    
 GA2064* NAVD 88     -       348.748  (meters)    1144.18   (feet)  ADJUSTED  
 GA2064  ___________________________________________________________________
 GA2064  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA2064  DYNAMIC HT  -         348.423 (meters)    1143.12  (feet)  COMP
 GA2064  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 GA2064
 GA2064  VERT ORDER  -  SECOND    CLASS 0
 GA2064
 GA2064.The horizontal coordinates were scaled from a topographic map and have
 GA2064.an estimated accuracy of +/- 6 seconds.
 GA2064
 GA2064.The orthometric height was determined by differential leveling
 GA2064.and adjusted by the National Geodetic Survey in June 1991..
 GA2064
 GA2064.The geoid height was determined by GEOID03.
 GA2064
 GA2064.The dynamic height is computed by dividing the NAVD 88
 GA2064.geopotential number by the normal gravity value computed on the
 GA2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2064.degrees latitude (g = 980.6199 gals.).
 GA2064
 GA2064.The modeled gravity was interpolated from observed gravity values.
 GA2064
 GA2064;                    North         East    Units  Estimated Accuracy
 GA2064;SPC TN       -   205,600.      848,920.      MT  (+/- 180 meters Scaled)
 GA2064
 GA2064                          SUPERSEDED SURVEY CONTROL
 GA2064
 GA2064  NGVD 29 (??/??/92)  348.883  (m)         1144.63   (f) ADJ UNCH    2 0
 GA2064
 GA2064.Superseded values are not recommended for survey control.
 GA2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2064.See file dsdata.txt to determine how the superseded data were derived.
 GA2064
 GA2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA990034(NAD 83)
 GA2064_MARKER: DB = BENCH MARK DISK
 GA2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2064_STAMPING: B 240 1961
 GA2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2064+STABILITY: SURFACE MOTION
 GA2064
 GA2064  HISTORY     - Date     Condition        Report By
 GA2064  HISTORY     - 1961     MONUMENTED       CGS
 GA2064  HISTORY     - 1980     GOOD             NGS
 GA2064
 GA2064                          STATION DESCRIPTION
 GA2064
 GA2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2064'5 MI NE FROM WHITE PINE.
 GA2064'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2064'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2064'0.5 MILE EAST ON INTERSTATE HIGHWAY 81, THEN 0.25 MILES SOUTHEAST
 GA2064'ON A GRAVELED ROAD TO A T JUNCTION, THEN GO 2.4 MILES NORTHEAST
 GA2064'ON THE GRAVELED ROAD TO A T JUNCTION OF A ROAD LEADING SOUTH.  THE
 GA2064'BENCH MARK IS 51 FT. NORTHWEST OF THE CENTER OF THE T JUNCTION,
 GA2064'85 FT. NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 18 FT. NORTH
 GA2064'OF THE CENTER OF THE GRAVELED ROAD, AND 1 FT. SOUTH OF A WITNESS
 GA2064'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 1
 GA2064'INCH AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
 GA2064
 GA2064                          STATION RECOVERY (1980)
 GA2064
 GA2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2064'MARK IS 34 FEET EAST OF A 20" OAK TREE AND HAS 2 IRON PINS DRIVEN
 GA2064'IRON PINS DRIVEN ON EACH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1054 ***********************************************************************
 GA1054  DESIGNATION -  B 241
 GA1054  PID         -  GA1054
 GA1054  STATE/COUNTY-  TN/GREENE
 GA1054  USGS QUAD   -  BAILEYTON (1971)
 GA1054
 GA1054                         *CURRENT SURVEY CONTROL
 GA1054  ___________________________________________________________________
 GA1054* NAD 83(1986)-  36 20 34.     (N)    082 47 49.     (W)     SCALED    
 GA1054* NAVD 88     -       372.933  (meters)    1223.53   (feet)  ADJUSTED  
 GA1054  ___________________________________________________________________
 GA1054  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1054  DYNAMIC HT  -         372.587 (meters)    1222.40  (feet)  COMP
 GA1054  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 GA1054
 GA1054  VERT ORDER  -  SECOND    CLASS 0
 GA1054
 GA1054.The horizontal coordinates were scaled from a topographic map and have
 GA1054.an estimated accuracy of +/- 6 seconds.
 GA1054
 GA1054.The orthometric height was determined by differential leveling
 GA1054.and adjusted by the National Geodetic Survey in June 1991..
 GA1054
 GA1054.The geoid height was determined by GEOID03.
 GA1054
 GA1054.The dynamic height is computed by dividing the NAVD 88
 GA1054.geopotential number by the normal gravity value computed on the
 GA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1054.degrees latitude (g = 980.6199 gals.).
 GA1054
 GA1054.The modeled gravity was interpolated from observed gravity values.
 GA1054
 GA1054;                    North         East    Units  Estimated Accuracy
 GA1054;SPC TN       -   227,660.      887,490.      MT  (+/- 180 meters Scaled)
 GA1054
 GA1054                          SUPERSEDED SURVEY CONTROL
 GA1054
 GA1054  NGVD 29 (??/??/92)  373.070  (m)         1223.98   (f) ADJ UNCH    2 0
 GA1054
 GA1054.Superseded values are not recommended for survey control.
 GA1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1054.See file dsdata.txt to determine how the superseded data were derived.
 GA1054
 GA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA387234(NAD 83)
 GA1054_MARKER: DB = BENCH MARK DISK
 GA1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1054_STAMPING: B 241 1961
 GA1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1054+STABILITY: SURFACE MOTION
 GA1054
 GA1054  HISTORY     - Date     Condition        Report By
 GA1054  HISTORY     - 1961     MONUMENTED       CGS
 GA1054  HISTORY     - 1972     GOOD             NGS
 GA1054  HISTORY     - 1980     GOOD             NGS
 GA1054
 GA1054                          STATION DESCRIPTION
 GA1054
 GA1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1054'2.4 MI E FROM BAILEYTON.
 GA1054'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 2.6 MILES EAST ON
 GA1054'ROMEO TO A T JUNCTION ON THE RIGHT.  THE BENCH MARK IS ABOUT 450
 GA1054'FT. NORTH OF PROPOSED INTERSTATE HIGHWAY 81, AT THE T JUNCTION,
 GA1054'68 FT. EAST OF THE CENTER OF A GRAVELED ROAD, 28 FT. SOUTH OF
 GA1054'THE CENTER OF ROMEO ROAD, AND 1.6 FT. WEST OF A WITNESS SIGN.  THE
 GA1054'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS
 GA1054'ABOUT 2 FT. BELOW THE LEVEL OF ROMEO ROAD.
 GA1054
 GA1054                          STATION RECOVERY (1972)
 GA1054
 GA1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1054'RECOVERED IN GOOD CONDITION.
 GA1054
 GA1054                          STATION RECOVERY (1980)
 GA1054
 GA1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1054'IT IS 30 FEET EAST OF A POWER POLE TRANSFORMER POLE, HAS 2 IRON PINS
 GA1054'DRIVEN BESIDE IT AND IS 1 FOOT EAST OF AMETAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0329 ***********************************************************************
 GA0329  DESIGNATION -  B 242
 GA0329  PID         -  GA0329
 GA0329  STATE/COUNTY-  TN/SULLIVAN
 GA0329  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0329
 GA0329                         *CURRENT SURVEY CONTROL
 GA0329  ___________________________________________________________________
 GA0329* NAD 83(1986)-  36 31 48.     (N)    082 23 22.     (W)     SCALED    
 GA0329* NAVD 88     -       516.181  (meters)    1693.50   (feet)  ADJUSTED  
 GA0329  ___________________________________________________________________
 GA0329  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0329  DYNAMIC HT  -         515.706 (meters)    1691.95  (feet)  COMP
 GA0329  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 GA0329
 GA0329  VERT ORDER  -  SECOND    CLASS 0
 GA0329
 GA0329.The horizontal coordinates were scaled from a topographic map and have
 GA0329.an estimated accuracy of +/- 6 seconds.
 GA0329
 GA0329.The orthometric height was determined by differential leveling
 GA0329.and adjusted by the National Geodetic Survey in June 1991..
 GA0329
 GA0329.The geoid height was determined by GEOID03.
 GA0329
 GA0329.The dynamic height is computed by dividing the NAVD 88
 GA0329.geopotential number by the normal gravity value computed on the
 GA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0329.degrees latitude (g = 980.6199 gals.).
 GA0329
 GA0329.The modeled gravity was interpolated from observed gravity values.
 GA0329
 GA0329;                    North         East    Units  Estimated Accuracy
 GA0329;SPC TN       -   249,690.      923,280.      MT  (+/- 180 meters Scaled)
 GA0329
 GA0329                          SUPERSEDED SURVEY CONTROL
 GA0329
 GA0329  NGVD 29 (??/??/92)  516.319  (m)         1693.96   (f) ADJ UNCH    2 0
 GA0329
 GA0329.Superseded values are not recommended for survey control.
 GA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0329.See file dsdata.txt to determine how the superseded data were derived.
 GA0329
 GA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA756436(NAD 83)
 GA0329_MARKER: DB = BENCH MARK DISK
 GA0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0329_SP_SET: BUILDING
 GA0329_STAMPING: B 242 1961
 GA0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0329
 GA0329  HISTORY     - Date     Condition        Report By
 GA0329  HISTORY     - 1961     MONUMENTED       CGS
 GA0329
 GA0329                          STATION DESCRIPTION
 GA0329
 GA0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0329'4.1 MI W FROM BLOUNTVILLE.
 GA0329'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.8 MILES WEST ON U.S.
 GA0329'HIGHWAY 11W TO THE Y JUNCTION OF A PAVED ROAD LEADING WEST, TURN
 GA0329'LEFT, WEST, AND GO 0.3 MILE TO A BRICK SCHOOL ON THE LEFT.  THE
 GA0329'BENCH MARK DISK IS CEMENTED VERTICALLY IN A DRILL HOLE IN THE
 GA0329'NORTH FACE OF THE SCHOOL, 2 FT. WEST OF THE WEST EDGE OF THE
 GA0329'BUILDING AND 2.9 FT. ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0619 ***********************************************************************
 FC0619  DESIGNATION -  B 243
 FC0619  PID         -  FC0619
 FC0619  STATE/COUNTY-  TN/BRADLEY
 FC0619  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0619
 FC0619                         *CURRENT SURVEY CONTROL
 FC0619  ___________________________________________________________________
 FC0619* NAD 83(1986)-  35 09 50.     (N)    084 55 40.     (W)     SCALED    
 FC0619* NAVD 88     -       234.393  (meters)     769.00   (feet)  ADJUSTED  
 FC0619  ___________________________________________________________________
 FC0619  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0619  DYNAMIC HT  -         234.161 (meters)     768.24  (feet)  COMP
 FC0619  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 FC0619
 FC0619  VERT ORDER  -  SECOND    CLASS 0
 FC0619
 FC0619.The horizontal coordinates were scaled from a topographic map and have
 FC0619.an estimated accuracy of +/- 6 seconds.
 FC0619
 FC0619.The orthometric height was determined by differential leveling
 FC0619.and adjusted by the National Geodetic Survey in June 1991..
 FC0619
 FC0619.The geoid height was determined by GEOID03.
 FC0619
 FC0619.The dynamic height is computed by dividing the NAVD 88
 FC0619.geopotential number by the normal gravity value computed on the
 FC0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0619.degrees latitude (g = 980.6199 gals.).
 FC0619
 FC0619.The modeled gravity was interpolated from observed gravity values.
 FC0619
 FC0619;                    North         East    Units  Estimated Accuracy
 FC0619;SPC TN       -    92,690.      697,690.      MT  (+/- 180 meters Scaled)
 FC0619
 FC0619                          SUPERSEDED SURVEY CONTROL
 FC0619
 FC0619  NGVD 29 (??/??/92)  234.412  (m)          769.07   (f) ADJ UNCH    2 0
 FC0619
 FC0619.Superseded values are not recommended for survey control.
 FC0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0619.See file dsdata.txt to determine how the superseded data were derived.
 FC0619
 FC0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD887931(NAD 83)
 FC0619_MARKER: DB = BENCH MARK DISK
 FC0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0619_STAMPING: B 243 1961
 FC0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0619+STABILITY: SURFACE MOTION
 FC0619
 FC0619  HISTORY     - Date     Condition        Report By
 FC0619  HISTORY     - 1961     MONUMENTED       CGS
 FC0619  HISTORY     - 1967     GOOD             NGS
 FC0619
 FC0619                          STATION DESCRIPTION
 FC0619
 FC0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0619'4 MI W FROM CLEVELAND.
 FC0619'FROM THE BRADLEY COUNTY COURTHOUSE IN CLEVELAND, GO WEST ON
 FC0619'STATE HIGHWAY 60 FOR 0.75 MILE TO THE STOP LIGHT AT THE JUNCTION
 FC0619'OF GEORGETOWN PIKE AND HARRISON PIKE.  HERE CONTINUE WEST ON
 FC0619'HARRISON PIKE FOR 2.25 MILE TO THE PROSPECT STORE ON THE WEST
 FC0619'SIDE OF INTERSTATE ROUTE 75, HERE TURN LEFT AND GO SOUTHERLY ON
 FC0619'AN OILED ROAD FOR 1.15 MILES TO AN OILED CROSSROAD, HERE TURN LEFT
 FC0619'PASSING UNDER THE INTERSTATE HIGHWAY AND GO EAST FOR 0.2 MILE TO
 FC0619'THE MARK ON THE LEFT.  IT IS 21 FEET EAST OF A POWERLINE POLE, 21
 FC0619'FEET NORTH OF THE APPROXIMATE CENTER OF AN OILED ROAD, 3.5 FEET
 FC0619'EAST OF THE EAST END OF A GATE, 2.0 FEET WEST OF A WITNESS SIGN
 FC0619'AND 0.8 OF A FOOT SOUTH OF A FENCE.  IT IS A STANDARD BENCH MARK
 FC0619'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FC0619'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED B 243 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0547 ***********************************************************************
 FC0547  DESIGNATION -  B 244
 FC0547  PID         -  FC0547
 FC0547  STATE/COUNTY-  TN/MCMINN
 FC0547  USGS QUAD   -  RICEVILLE (1990)
 FC0547
 FC0547                         *CURRENT SURVEY CONTROL
 FC0547  ___________________________________________________________________
 FC0547* NAD 83(1986)-  35 25 03.     (N)    084 41 51.     (W)     SCALED    
 FC0547* NAVD 88     -       241.677  (meters)     792.90   (feet)  ADJUSTED  
 FC0547  ___________________________________________________________________
 FC0547  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0547  DYNAMIC HT  -         241.441 (meters)     792.13  (feet)  COMP
 FC0547  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FC0547
 FC0547  VERT ORDER  -  SECOND    CLASS 0
 FC0547
 FC0547.The horizontal coordinates were scaled from a topographic map and have
 FC0547.an estimated accuracy of +/- 6 seconds.
 FC0547
 FC0547.The orthometric height was determined by differential leveling
 FC0547.and adjusted by the National Geodetic Survey in June 1991..
 FC0547
 FC0547.The geoid height was determined by GEOID03.
 FC0547
 FC0547.The dynamic height is computed by dividing the NAVD 88
 FC0547.geopotential number by the normal gravity value computed on the
 FC0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0547.degrees latitude (g = 980.6199 gals.).
 FC0547
 FC0547.The modeled gravity was interpolated from observed gravity values.
 FC0547
 FC0547;                    North         East    Units  Estimated Accuracy
 FC0547;SPC TN       -   121,080.      718,290.      MT  (+/- 180 meters Scaled)
 FC0547
 FC0547                          SUPERSEDED SURVEY CONTROL
 FC0547
 FC0547  NGVD 29 (??/??/92)  241.740  (m)          793.11   (f) ADJ UNCH    2 0
 FC0547
 FC0547.Superseded values are not recommended for survey control.
 FC0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0547.See file dsdata.txt to determine how the superseded data were derived.
 FC0547
 FC0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE090217(NAD 83)
 FC0547_MARKER: DB = BENCH MARK DISK
 FC0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0547_STAMPING: B 244 1961
 FC0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0547+STABILITY: SURFACE MOTION
 FC0547
 FC0547  HISTORY     - Date     Condition        Report By
 FC0547  HISTORY     - 1961     MONUMENTED       CGS
 FC0547
 FC0547                          STATION DESCRIPTION
 FC0547
 FC0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0547'6.8 MI N FROM RICEVILLE.
 FC0547'FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON AN OILED ROAD,
 FC0547'CROSSING THE RAILROAD TRACKS, FOR 0.1 MILE TO THE JUNCTION OF
 FC0547'U.S. HIGHWAY 11, TURN RIGHT ON U.S. HIGHWAY 11 AND GO 3.65
 FC0547'MILES TO A CROSSROAD, TURN LEFT ON A GRAVELED ROAD FOR 0.5 MILE
 FC0547'TO A FORK, TAKE RIGHT FORK FOR 0.7 MILE TO A FORK, TAKE RIGHT
 FC0547'FORK FOR 0.5 MILE TO INTERSTATE HIGHWAY 75, TURN LEFT AND GO
 FC0547'1.3 MILES ON THE INTERSTATE TO A CROSSROAD AND THE MARK ON THE
 FC0547'RIGHT.  ABOUT 400 FEET NORTHWEST OF INTERSTATE HIGHWAY, 55 FEET
 FC0547'NORTH OF THE NORTHWEST CORNER OF A HOUSE, 25 FEET SOUTHWEST
 FC0547'OF CENTER LINE OF GRAVELED ROAD, 15 FEET SOUTHWEST OF FENCE
 FC0547'CORNER, 3.0 FEET SOUTHWEST OF WITNESS SIGN, ONE FOOT SOUTHEAST
 FC0547'OF FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST,
 FC0547'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1452 ***********************************************************************
 FC1452  DESIGNATION -  B 246
 FC1452  PID         -  FC1452
 FC1452  STATE/COUNTY-  TN/MARION
 FC1452  USGS QUAD   -  SEQUATCHIE (1982)
 FC1452
 FC1452                         *CURRENT SURVEY CONTROL
 FC1452  ___________________________________________________________________
 FC1452* NAD 83(1986)-  35 03 31.     (N)    085 35 54.     (W)     SCALED    
 FC1452* NAVD 88     -       188.179  (meters)     617.38   (feet)  ADJUSTED  
 FC1452  ___________________________________________________________________
 FC1452  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1452  DYNAMIC HT  -         187.997 (meters)     616.79  (feet)  COMP
 FC1452  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 FC1452
 FC1452  VERT ORDER  -  SECOND    CLASS 0
 FC1452
 FC1452.The horizontal coordinates were scaled from a topographic map and have
 FC1452.an estimated accuracy of +/- 6 seconds.
 FC1452
 FC1452.The orthometric height was determined by differential leveling
 FC1452.and adjusted by the National Geodetic Survey in June 1991..
 FC1452
 FC1452.The geoid height was determined by GEOID03.
 FC1452
 FC1452.The dynamic height is computed by dividing the NAVD 88
 FC1452.geopotential number by the normal gravity value computed on the
 FC1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1452.degrees latitude (g = 980.6199 gals.).
 FC1452
 FC1452.The modeled gravity was interpolated from observed gravity values.
 FC1452
 FC1452;                    North         East    Units  Estimated Accuracy
 FC1452;SPC TN       -    80,550.      636,640.      MT  (+/- 180 meters Scaled)
 FC1452
 FC1452                          SUPERSEDED SURVEY CONTROL
 FC1452
 FC1452  NGVD 29 (??/??/92)  188.188  (m)          617.41   (f) ADJ UNCH    2 0
 FC1452
 FC1452.Superseded values are not recommended for survey control.
 FC1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1452.See file dsdata.txt to determine how the superseded data were derived.
 FC1452
 FC1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD278804(NAD 83)
 FC1452_MARKER: DB = BENCH MARK DISK
 FC1452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1452_SP_SET: CULVERT
 FC1452_STAMPING: B 246 1962
 FC1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1452
 FC1452  HISTORY     - Date     Condition        Report By
 FC1452  HISTORY     - 1962     MONUMENTED       CGS
 FC1452
 FC1452                          STATION DESCRIPTION
 FC1452
 FC1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1452'1.9 MI SE FROM JASPER.
 FC1452'TO REACH THE MARK FROM THE COURTHOUSE IN JASPER GO SOUTHEAST ON
 FC1452'U.S. HIGHWAYS 41-64-72 FOR 1.9 MILES TO A CROSSROAD AND PLESANT
 FC1452'GROVE CHURCH AND THE MARK SET IN THE SOUTHEAST CORNER OF THE EAST
 FC1452'HEADWALL OF A 20 FOOT BOX CULVERT UNDER A ROAD LEADING SOUTH,
 FC1452'190 FEET SOUTH OF JUNCTION OF U.S. HIGHWAYS 41-64-72 AND BLACKTOP
 FC1452'ROAD, 61 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SMALL HOUSE,
 FC1452'7.0 FEET EAST OF THE CENTER OF BLACKTOP ROAD, AND 1.0 FEET NORTH
 FC1452'OF THE SOUTH END OF THE HEADWALL.  A STANDARD DISK DRILLED IN A
 FC1452'CONCRETE BOX CULVERT ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3245 ***********************************************************************
 GA3245  DESIGNATION -  B 247 RESET
 GA3245  PID         -  GA3245
 GA3245  STATE/COUNTY-  TN/HAMBLEN
 GA3245  USGS QUAD   -  MORRISTOWN (1979)
 GA3245
 GA3245                         *CURRENT SURVEY CONTROL
 GA3245  ___________________________________________________________________
 GA3245* NAD 83(1986)-  36 11 10.     (N)    083 22 20.     (W)     SCALED    
 GA3245* NAVD 88     -       383.51   (meters)    1258.2    (feet)  RESET     
 GA3245  ___________________________________________________________________
 GA3245  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA3245
 GA3245  VERT ORDER  -  THIRD
 GA3245
 GA3245.The horizontal coordinates were scaled from a topographic map and have
 GA3245.an estimated accuracy of +/- 6 seconds.
 GA3245
 GA3245.The orthometric height was computed from unverified reset data.
 GA3245.No vertical observational check was made to the station.
 GA3245
 GA3245.The geoid height was determined by GEOID03.
 GA3245
 GA3245;                    North         East    Units  Estimated Accuracy
 GA3245;SPC TN       -   208,740.      836,340.      MT  (+/- 180 meters Scaled)
 GA3245
 GA3245                          SUPERSEDED SURVEY CONTROL
 GA3245
 GA3245  NGVD 29 (10/12/01)  383.64   (m)         1258.7    (f) RESET       3  
 GA3245
 GA3245.Superseded values are not recommended for survey control.
 GA3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3245.See file dsdata.txt to determine how the superseded data were derived.
 GA3245
 GA3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA866071(NAD 83)
 GA3245_MARKER: DB = BENCH MARK DISK
 GA3245_SETTING: 0 = UNSPECIFIED SETTING
 GA3245_STAMPING: B 247 RESET 1976
 GA3245_MARK LOGO: NGS   
 GA3245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3245
 GA3245  HISTORY     - Date     Condition        Report By
 GA3245  HISTORY     - 1976     MONUMENTED       NGS
 GA3245
 GA3245                          STATION DESCRIPTION
 GA3245
 GA3245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GA3245'4.7 MI WEST FROM MORRISTOWN.
 GA3245'4.7 MILES WEST ALONG U.S. HIGHWAY 11 EAST FROM THE MORRISTOWN CITY
 GA3245'HALL, A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS, 1 FOOT SOUTHEAST
 GA3245'OF A METAL STOP SIGN POST WITH A WITNESS SIGN ATTACHED, 2 FEET WEST
 GA3245'OF THE WEST CURBING OF DRIVEWAY TO NEW SUB-DIVISION, 7 FEETNORTHEAST
 GA3245'OF A POWER POLE, 55 FEET NORTHWEST OF THE CENTERLINE OF THEWESTBOUND
 GA3245'LANE OF THE HIGHWAY AND 20 FEET SOUTHWEST OF THE CENTERLINEOF THE
 GA3245'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2204 ***********************************************************************
 GA2204  DESIGNATION -  B 248
 GA2204  PID         -  GA2204
 GA2204  STATE/COUNTY-  TN/JEFFERSON
 GA2204  USGS QUAD   -  MASCOT (1987)
 GA2204
 GA2204                         *CURRENT SURVEY CONTROL
 GA2204  ___________________________________________________________________
 GA2204* NAD 83(1986)-  36 04 14.     (N)    083 39 21.     (W)     SCALED    
 GA2204* NAVD 88     -       290.551  (meters)     953.25   (feet)  ADJUSTED  
 GA2204  ___________________________________________________________________
 GA2204  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2204  DYNAMIC HT  -         290.285 (meters)     952.38  (feet)  COMP
 GA2204  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 GA2204
 GA2204  VERT ORDER  -  FIRST     CLASS I
 GA2204
 GA2204.The horizontal coordinates were scaled from a topographic map and have
 GA2204.an estimated accuracy of +/- 6 seconds.
 GA2204
 GA2204.The orthometric height was determined by differential leveling
 GA2204.and adjusted by the National Geodetic Survey in June 1991..
 GA2204
 GA2204.The geoid height was determined by GEOID03.
 GA2204
 GA2204.The dynamic height is computed by dividing the NAVD 88
 GA2204.geopotential number by the normal gravity value computed on the
 GA2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2204.degrees latitude (g = 980.6199 gals.).
 GA2204
 GA2204.The modeled gravity was interpolated from observed gravity values.
 GA2204
 GA2204;                    North         East    Units  Estimated Accuracy
 GA2204;SPC TN       -   195,270.      811,140.      MT  (+/- 180 meters Scaled)
 GA2204
 GA2204                          SUPERSEDED SURVEY CONTROL
 GA2204
 GA2204  NGVD 29 (??/??/92)  290.680  (m)          953.67   (f) ADJ UNCH    1 1
 GA2204
 GA2204.Superseded values are not recommended for survey control.
 GA2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2204.See file dsdata.txt to determine how the superseded data were derived.
 GA2204
 GA2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV608950(NAD 83)
 GA2204_MARKER: DB = BENCH MARK DISK
 GA2204_SETTING: 66 = SET IN ROCK OUTCROP
 GA2204_SP_SET: BEDROCK
 GA2204_STAMPING: B 248 1967
 GA2204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2204+STABILITY: POSITION/ELEVATION WELL
 GA2204
 GA2204  HISTORY     - Date     Condition        Report By
 GA2204  HISTORY     - 1967     MONUMENTED       CGS
 GA2204
 GA2204                          STATION DESCRIPTION
 GA2204
 GA2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2204'1.8 MI E FROM STRAWBERRY PLAINS.
 GA2204'ABOUT 1.8 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2204'OFFICE AT STRAWBERRY PLAINS, ABOUT 0.15 MILE EAST OF THE JUNCTION
 GA2204'OF HODGES SWITCH ROAD, SET ON THE TOP OF A 2-FOOT SQUARE EXPOSED
 GA2204'PORTION OF A MASS OF BEDROCK, 19 FEET SOUTH OF THE CENTER LINE
 GA2204'OF THE ROAD, 34 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 GA2204'THE ROAD AND A PRIVATE DRIVEWAY LEADING TO A ONE STORY FRAME
 GA2204'HOUSE, 10.5 FEET NORTH OF A METAL WITNESS POST, AND ABOUT LEVEL
 GA2204'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1918 ***********************************************************************
 FB1918  DESIGNATION -  B 249
 FB1918  PID         -  FB1918
 FB1918  STATE/COUNTY-  TN/KNOX
 FB1918  USGS QUAD   -  KNOXVILLE (1978)
 FB1918
 FB1918                         *CURRENT SURVEY CONTROL
 FB1918  ___________________________________________________________________
 FB1918* NAD 83(1986)-  35 58 10.     (N)    083 55 34.     (W)     SCALED    
 FB1918* NAVD 88     -       269.921  (meters)     885.57   (feet)  ADJUSTED  
 FB1918  ___________________________________________________________________
 FB1918  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1918  DYNAMIC HT  -         269.672 (meters)     884.75  (feet)  COMP
 FB1918  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FB1918
 FB1918  VERT ORDER  -  FIRST     CLASS I
 FB1918
 FB1918.The horizontal coordinates were scaled from a topographic map and have
 FB1918.an estimated accuracy of +/- 6 seconds.
 FB1918
 FB1918.The orthometric height was determined by differential leveling
 FB1918.and adjusted by the National Geodetic Survey in June 1991..
 FB1918
 FB1918.The geoid height was determined by GEOID03.
 FB1918
 FB1918.The dynamic height is computed by dividing the NAVD 88
 FB1918.geopotential number by the normal gravity value computed on the
 FB1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1918.degrees latitude (g = 980.6199 gals.).
 FB1918
 FB1918.The modeled gravity was interpolated from observed gravity values.
 FB1918
 FB1918;                    North         East    Units  Estimated Accuracy
 FB1918;SPC TN       -   183,510.      787,040.      MT  (+/- 180 meters Scaled)
 FB1918
 FB1918                          SUPERSEDED SURVEY CONTROL
 FB1918
 FB1918  NGVD 29 (??/??/92)  270.055  (m)          886.01   (f) ADJ UNCH    1 1
 FB1918
 FB1918.Superseded values are not recommended for survey control.
 FB1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1918.See file dsdata.txt to determine how the superseded data were derived.
 FB1918
 FB1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV361845(NAD 83)
 FB1918_MARKER: DB = BENCH MARK DISK
 FB1918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1918_SP_SET: PIER
 FB1918_STAMPING: B 249 1967
 FB1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1918
 FB1918  HISTORY     - Date     Condition        Report By
 FB1918  HISTORY     - 1967     MONUMENTED       CGS
 FB1918  HISTORY     - 1968     GOOD             NGS
 FB1918  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1918
 FB1918                          STATION DESCRIPTION
 FB1918
 FB1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1918'AT KNOXVILLE.
 FB1918'AT KNOXVILLE, ABOUT 0.3 MILE NORTHWEST ALONG THE SOUTHERN
 FB1918'RAILWAY FROM THE STATION, ABOUT 0.1 MILE NORTHWEST OF THE NORTH
 FB1918'BROADWAY OVERPASS OVER THE TRACK, SET VERTICALLY IN THE EAST
 FB1918'CONCRETE FACE OF THE SOUTH END OF THE FIRST PIER WEST OF THE
 FB1918'TRACK FOR INTERSTATE HIGHWAY 40 OVERPASS OVER THE TRACK, 45
 FB1918'FEET WEST OF THE WEST RAIL OF THE NEAR TRACK, 2 FEET NORTH OF THE
 FB1918'SOUTH END OF THE PIER, 3 FEET ABOVE THE LEVEL OF THE GROUND AND
 FB1918'ABOUT LEVEL WITH THE TRACK.  NOTE-- IT WAS REPORTED BY THE TENNESSEE
 FB1918'HIGHWAY DEPARTMENT THAT THE PIER THE MARK IS SET IN WAS POURED
 FB1918'TO BEDROCK.
 FB1918
 FB1918                          STATION RECOVERY (1982)
 FB1918
 FB1918'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2208 ***********************************************************************
 FB2208  DESIGNATION -  B 249 RESET
 FB2208  PID         -  FB2208
 FB2208  STATE/COUNTY-  TN/KNOX
 FB2208  USGS QUAD   -  KNOXVILLE (1978)
 FB2208
 FB2208                         *CURRENT SURVEY CONTROL
 FB2208  ___________________________________________________________________
 FB2208* NAD 83(1986)-  35 58 12.     (N)    083 55 36.     (W)     SCALED    
 FB2208* NAVD 88     -       270.391  (meters)     887.11   (feet)  ADJUSTED  
 FB2208  ___________________________________________________________________
 FB2208  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2208  DYNAMIC HT  -         270.142 (meters)     886.29  (feet)  COMP
 FB2208  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 FB2208
 FB2208  VERT ORDER  -  FIRST     CLASS II
 FB2208
 FB2208.The horizontal coordinates were scaled from a topographic map and have
 FB2208.an estimated accuracy of +/- 6 seconds.
 FB2208
 FB2208.The orthometric height was determined by differential leveling
 FB2208.and adjusted by the National Geodetic Survey in June 1991..
 FB2208
 FB2208.The geoid height was determined by GEOID03.
 FB2208
 FB2208.The dynamic height is computed by dividing the NAVD 88
 FB2208.geopotential number by the normal gravity value computed on the
 FB2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2208.degrees latitude (g = 980.6199 gals.).
 FB2208
 FB2208.The modeled gravity was interpolated from observed gravity values.
 FB2208
 FB2208;                    North         East    Units  Estimated Accuracy
 FB2208;SPC TN       -   183,570.      786,990.      MT  (+/- 180 meters Scaled)
 FB2208
 FB2208                          SUPERSEDED SURVEY CONTROL
 FB2208
 FB2208  NGVD 29 (12/12/91)  270.524  (m)          887.54   (f) ADJUSTED    1 2
 FB2208
 FB2208.Superseded values are not recommended for survey control.
 FB2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2208.See file dsdata.txt to determine how the superseded data were derived.
 FB2208
 FB2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360845(NAD 83)
 FB2208_MARKER: DB = BENCH MARK DISK
 FB2208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2208_SP_SET: PIER OVERPASS
 FB2208_STAMPING: B 249 RESET 1980
 FB2208_MARK LOGO: NGS   
 FB2208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2208+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB2208
 FB2208  HISTORY     - Date     Condition        Report By
 FB2208  HISTORY     - 1980     MONUMENTED       NGS
 FB2208  HISTORY     - 1983     GOOD             NGS
 FB2208  HISTORY     - 20010322 GOOD             USPSQD
 FB2208  HISTORY     - 20060112 GOOD             USPSQD
 FB2208
 FB2208                          STATION DESCRIPTION
 FB2208
 FB2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FB2208'IN KNOXVILLE.
 FB2208'0.3 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB2208'STATION IN KNOXVILLE, SET VERTICALLY IN THE EAST FACE OF THE
 FB2208'NORTH ONE OF THREE PIERS AT THE JUNCTION OF THE EASTBOUND
 FB2208'RAMP TO INTERSTATE 40 EAST OFF OF INTERSTATE 75 SOUTH, ABOUT
 FB2208'4 FEET ABOVE LEVEL OF GRADE, AND 49.0 FEET WEST OF THE
 FB2208'WEST RAIL OF THE RAILROAD TRACK.
 FB2208
 FB2208                          STATION RECOVERY (1983)
 FB2208
 FB2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2208'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN KNOXVILLE,
 FB2208'0.35 KM (0.25 MI) SOUTHWEST ALONG WEST DEPOT STREET FROM THE SOUTHERN
 FB2208'RAILROAD STATION (NOW ABANDONED) TO THE JUNCTION OF COOPER STREET,
 FB2208'THENCE 0.08 KM (0.05 MI) NORTHWEST ALONG COOPER STREET TO THE END AND
 FB2208'THE MARK ON THE RIGHT, SET VERTICALLY IN THE THIRD PIER SOUTH OF THE
 FB2208'MOST NORTHERLY PIER OF THE INTERSTATE OVERPASS OVER THE SOUTHERN
 FB2208'RAILROAD, 14.63 METERS (48.0 FT) WEST OF THE WEST RAIL.
 FB2208'THE MARK IS 1.22 M ABOVE GROUND.
 FB2208
 FB2208                          STATION RECOVERY (2001)
 FB2208
 FB2208'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2208'RECOVERED IN GOOD CONDITION.
 FB2208
 FB2208                          STATION RECOVERY (2006)
 FB2208
 FB2208'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1671 ***********************************************************************
 GC1671  DESIGNATION -  B 25
 GC1671  PID         -  GC1671
 GC1671  STATE/COUNTY-  TN/MONTGOMERY
 GC1671  USGS QUAD   -  NEEDMORE (1983)
 GC1671
 GC1671                         *CURRENT SURVEY CONTROL
 GC1671  ___________________________________________________________________
 GC1671* NAD 83(1986)-  36 24 55.     (N)    087 35 27.     (W)     SCALED    
 GC1671* NAVD 88     -       117.779  (meters)     386.41   (feet)  ADJUSTED  
 GC1671  ___________________________________________________________________
 GC1671  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC1671  DYNAMIC HT  -         117.681 (meters)     386.09  (feet)  COMP
 GC1671  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 GC1671
 GC1671  VERT ORDER  -  SECOND    CLASS 0
 GC1671
 GC1671.The horizontal coordinates were scaled from a topographic map and have
 GC1671.an estimated accuracy of +/- 6 seconds.
 GC1671
 GC1671.The orthometric height was determined by differential leveling
 GC1671.and adjusted by the National Geodetic Survey in June 1991..
 GC1671
 GC1671.The geoid height was determined by GEOID03.
 GC1671
 GC1671.The dynamic height is computed by dividing the NAVD 88
 GC1671.geopotential number by the normal gravity value computed on the
 GC1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1671.degrees latitude (g = 980.6199 gals.).
 GC1671
 GC1671.The modeled gravity was interpolated from observed gravity values.
 GC1671
 GC1671;                    North         East    Units  Estimated Accuracy
 GC1671;SPC TN       -   232,150.      457,330.      MT  (+/- 180 meters Scaled)
 GC1671
 GC1671                          SUPERSEDED SURVEY CONTROL
 GC1671
 GC1671  NGVD 29 (??/??/92)  117.832  (m)          386.59   (f) ADJ UNCH    2 0
 GC1671
 GC1671.Superseded values are not recommended for survey control.
 GC1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1671.See file dsdata.txt to determine how the superseded data were derived.
 GC1671
 GC1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF470301(NAD 83)
 GC1671_MARKER: DB = BENCH MARK DISK
 GC1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1671_STAMPING: 386.833 B 25 1934
 GC1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1671+STABILITY: SURFACE MOTION
 GC1671
 GC1671  HISTORY     - Date     Condition        Report By
 GC1671  HISTORY     - 1934     MONUMENTED       CGS
 GC1671
 GC1671                          STATION DESCRIPTION
 GC1671
 GC1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1671'AT SAILORS REST.
 GC1671'AT SAILORS REST, MONTGOMERY COUNTY, ON THE LOUISVILLE AND
 GC1671'NASHVILLE RAILROAD 35 YARDS EAST OF THE STATION, 0.2 MILE EAST
 GC1671'OF MILEPOST 196, 35 YARDS WEST OF A ROAD CROSSING, 7 YARDS NORTH
 GC1671'OF THE CENTERLINE OF THE TRACK, AND AT A FENCE.  A STANDARD DISK,
 GC1671'STAMPED 386.833 B 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0849 ***********************************************************************
 GB0849  DESIGNATION -  B 250
 GB0849  PID         -  GB0849
 GB0849  STATE/COUNTY-  TN/MORGAN
 GB0849  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0849
 GB0849                         *CURRENT SURVEY CONTROL
 GB0849  ___________________________________________________________________
 GB0849* NAD 83(1986)-  36 02 28.     (N)    084 35 32.     (W)     SCALED    
 GB0849* NAVD 88     -       255.032  (meters)     836.72   (feet)  ADJUSTED  
 GB0849  ___________________________________________________________________
 GB0849  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GB0849  DYNAMIC HT  -         254.801 (meters)     835.96  (feet)  COMP
 GB0849  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 GB0849
 GB0849  VERT ORDER  -  FIRST     CLASS I
 GB0849
 GB0849.The horizontal coordinates were scaled from a topographic map and have
 GB0849.an estimated accuracy of +/- 6 seconds.
 GB0849
 GB0849.The orthometric height was determined by differential leveling
 GB0849.and adjusted by the National Geodetic Survey in June 1991..
 GB0849
 GB0849.The geoid height was determined by GEOID03.
 GB0849
 GB0849.The dynamic height is computed by dividing the NAVD 88
 GB0849.geopotential number by the normal gravity value computed on the
 GB0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0849.degrees latitude (g = 980.6199 gals.).
 GB0849
 GB0849.The modeled gravity was interpolated from observed gravity values.
 GB0849
 GB0849;                    North         East    Units  Estimated Accuracy
 GB0849;SPC TN       -   190,390.      726,850.      MT  (+/- 180 meters Scaled)
 GB0849
 GB0849                          SUPERSEDED SURVEY CONTROL
 GB0849
 GB0849  NGVD 29 (??/??/92)  255.146  (m)          837.09   (f) ADJ UNCH    1 1
 GB0849
 GB0849.Superseded values are not recommended for survey control.
 GB0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0849.See file dsdata.txt to determine how the superseded data were derived.
 GB0849
 GB0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE169911(NAD 83)
 GB0849_MARKER: DB = BENCH MARK DISK
 GB0849_SETTING: 66 = SET IN ROCK OUTCROP
 GB0849_SP_SET: ROCK CUT
 GB0849_STAMPING: B 250 1968
 GB0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0849+STABILITY: POSITION/ELEVATION WELL
 GB0849
 GB0849  HISTORY     - Date     Condition        Report By
 GB0849  HISTORY     - 1968     MONUMENTED       CGS
 GB0849
 GB0849                          STATION DESCRIPTION
 GB0849
 GB0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0849'4.4 MI NW FROM OAKDALE.
 GB0849'ABOUT 4.4 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0849'STATION AT OAKDALE, 151 YARDS NORTHWEST OF MILEPOST 250, SET IN
 GB0849'THE TOP OF A 14-INCH LEDGE ON THE NORTHEAST ROCK WALL OF A CUT FOR
 GB0849'THE RAILROAD, 8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GB0849'NORTHEAST TRACK, 3 1/2 FEET NORTHWEST OF A 6-INCH TRIANGLE WHICH
 GB0849'IS INSCRIBED IN THE SOUTHWEST FACE OF THE WALL, 80 YARDS NORTHWEST
 GB0849'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A BOX
 GB0849'CULVERT UNDER THE TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GB0849'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0015 ***********************************************************************
 GB0015  DESIGNATION -  B 251
 GB0015  PID         -  GB0015
 GB0015  STATE/COUNTY-  TN/SCOTT
 GB0015  USGS QUAD   -  WINFIELD (1982)
 GB0015
 GB0015                         *CURRENT SURVEY CONTROL
 GB0015  ___________________________________________________________________
 GB0015* NAD 83(1986)-  36 35 04.     (N)    084 26 29.     (W)     SCALED    
 GB0015* NAVD 88     -       412.354  (meters)    1352.86   (feet)  ADJUSTED  
 GB0015  ___________________________________________________________________
 GB0015  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB0015  DYNAMIC HT  -         412.010 (meters)    1351.74  (feet)  COMP
 GB0015  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GB0015
 GB0015  VERT ORDER  -  FIRST     CLASS I
 GB0015
 GB0015.The horizontal coordinates were scaled from a topographic map and have
 GB0015.an estimated accuracy of +/- 6 seconds.
 GB0015
 GB0015.The orthometric height was determined by differential leveling
 GB0015.and adjusted by the National Geodetic Survey in June 1991..
 GB0015
 GB0015.The geoid height was determined by GEOID03.
 GB0015
 GB0015.The dynamic height is computed by dividing the NAVD 88
 GB0015.geopotential number by the normal gravity value computed on the
 GB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0015.degrees latitude (g = 980.6199 gals.).
 GB0015
 GB0015.The modeled gravity was interpolated from observed gravity values.
 GB0015
 GB0015;                    North         East    Units  Estimated Accuracy
 GB0015;SPC TN       -   250,880.      739,490.      MT  (+/- 180 meters Scaled)
 GB0015
 GB0015                          SUPERSEDED SURVEY CONTROL
 GB0015
 GB0015  NGVD 29 (??/??/92)  412.485  (m)         1353.29   (f) ADJ UNCH    1 1
 GB0015
 GB0015.Superseded values are not recommended for survey control.
 GB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0015.See file dsdata.txt to determine how the superseded data were derived.
 GB0015
 GB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF289518(NAD 83)
 GB0015_MARKER: DB = BENCH MARK DISK
 GB0015_SETTING: 66 = SET IN ROCK OUTCROP
 GB0015_SP_SET: ROCK CUT
 GB0015_STAMPING: B 251 1968
 GB0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0015+STABILITY: POSITION/ELEVATION WELL
 GB0015
 GB0015  HISTORY     - Date     Condition        Report By
 GB0015  HISTORY     - 1968     MONUMENTED       CGS
 GB0015
 GB0015                          STATION DESCRIPTION
 GB0015
 GB0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0015'2 MI N FROM WINFIELD.
 GB0015'ABOUT 2.05 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0015'OFFICE AT WINFIELD, 0.1 MILE NORTH OF A CROSSING OF THE RAILROAD
 GB0015'AND A PRIVATE ROAD, SET IN THE TOP OF A LEDGE ON THE EAST
 GB0015'ROCK WALL OF A CUT FOR THE RAILROAD, 22 1/2 FEET EAST OF THE
 GB0015'EAST RAIL, 1.2 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT
 GB0015'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0458 ***********************************************************************
 FC0458  DESIGNATION -  B 256
 FC0458  PID         -  FC0458
 FC0458  STATE/COUNTY-  TN/BRADLEY
 FC0458  USGS QUAD   -  MC DONALD (1976)
 FC0458
 FC0458                         *CURRENT SURVEY CONTROL
 FC0458  ___________________________________________________________________
 FC0458* NAD 83(1986)-  35 07 24.     (N)    084 53 20.     (W)     SCALED    
 FC0458* NAVD 88     -       273.993  (meters)     898.93   (feet)  ADJUSTED  
 FC0458  ___________________________________________________________________
 FC0458  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0458  DYNAMIC HT  -         273.721 (meters)     898.03  (feet)  COMP
 FC0458  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 FC0458
 FC0458  VERT ORDER  -  FIRST     CLASS I
 FC0458
 FC0458.The horizontal coordinates were scaled from a topographic map and have
 FC0458.an estimated accuracy of +/- 6 seconds.
 FC0458
 FC0458.The orthometric height was determined by differential leveling
 FC0458.and adjusted by the National Geodetic Survey in June 1991..
 FC0458
 FC0458.The geoid height was determined by GEOID03.
 FC0458
 FC0458.The dynamic height is computed by dividing the NAVD 88
 FC0458.geopotential number by the normal gravity value computed on the
 FC0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0458.degrees latitude (g = 980.6199 gals.).
 FC0458
 FC0458.The modeled gravity was interpolated from observed gravity values.
 FC0458
 FC0458;                    North         East    Units  Estimated Accuracy
 FC0458;SPC TN       -    88,230.      701,280.      MT  (+/- 180 meters Scaled)
 FC0458
 FC0458                          SUPERSEDED SURVEY CONTROL
 FC0458
 FC0458  NGVD 29 (??/??/92)  273.996  (m)          898.94   (f) ADJ UNCH    1 1
 FC0458
 FC0458.Superseded values are not recommended for survey control.
 FC0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0458.See file dsdata.txt to determine how the superseded data were derived.
 FC0458
 FC0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD923887(NAD 83)
 FC0458_MARKER: DB = BENCH MARK DISK
 FC0458_SETTING: 66 = SET IN ROCK OUTCROP
 FC0458_SP_SET: SET IN ROCK OUTCROP
 FC0458_STAMPING: B 256 1968
 FC0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0458+STABILITY: POSITION/ELEVATION WELL
 FC0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0458+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 FC0458
 FC0458  HISTORY     - Date     Condition        Report By
 FC0458  HISTORY     - 1968     MONUMENTED       CGS
 FC0458  HISTORY     - 20040128 GOOD             BAKER
 FC0458
 FC0458                          STATION DESCRIPTION
 FC0458
 FC0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0458'2.2 MI SW FROM CLEVELAND.
 FC0458'ABOUT 2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0458'STATION AT CLEVELAND, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 2,
 FC0458'ABOUT 75 YARDS SOUTHWEST OF THE CROSSING OF DOCKERY LANE, SET
 FC0458'IN THE TOP AND ABOUT ON THE HIGHEST POINT OF A ROCK MOUND THAT
 FC0458'IS ABOUT 40 FEET LONG BY 20 FEET WIDE AND 4 FEET HIGH ON THE
 FC0458'WEST SIDE AND GOING BACK UNDERGROUND ON THE EAST SIDE, 30 FEET
 FC0458'SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 4 FEET ABOVE THE
 FC0458'LEVEL OF THE TRACK.
 FC0458
 FC0458                          STATION RECOVERY (2004)
 FC0458
 FC0458'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RGH)
 FC0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0406 ***********************************************************************
 FC0406  DESIGNATION -  B 257
 FC0406  PID         -  FC0406
 FC0406  STATE/COUNTY-  TN/BRADLEY
 FC0406  USGS QUAD   -  CHARLESTON (1980)
 FC0406
 FC0406                         *CURRENT SURVEY CONTROL
 FC0406  ___________________________________________________________________
 FC0406* NAD 83(1986)-  35 16 58.     (N)    084 45 38.     (W)     SCALED    
 FC0406* NAVD 88     -       214.796  (meters)     704.71   (feet)  ADJUSTED  
 FC0406  ___________________________________________________________________
 FC0406  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0406  DYNAMIC HT  -         214.586 (meters)     704.02  (feet)  COMP
 FC0406  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 FC0406
 FC0406  VERT ORDER  -  FIRST     CLASS I
 FC0406
 FC0406.The horizontal coordinates were scaled from a topographic map and have
 FC0406.an estimated accuracy of +/- 6 seconds.
 FC0406
 FC0406.The orthometric height was determined by differential leveling
 FC0406.and adjusted by the National Geodetic Survey in June 1991..
 FC0406
 FC0406.The geoid height was determined by GEOID03.
 FC0406
 FC0406.The dynamic height is computed by dividing the NAVD 88
 FC0406.geopotential number by the normal gravity value computed on the
 FC0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0406.degrees latitude (g = 980.6199 gals.).
 FC0406
 FC0406.The modeled gravity was interpolated from observed gravity values.
 FC0406
 FC0406;                    North         East    Units  Estimated Accuracy
 FC0406;SPC TN       -   106,060.      712,750.      MT  (+/- 180 meters Scaled)
 FC0406
 FC0406                          SUPERSEDED SURVEY CONTROL
 FC0406
 FC0406  NGVD 29 (??/??/92)  214.831  (m)          704.82   (f) ADJ UNCH    1 1
 FC0406
 FC0406.Superseded values are not recommended for survey control.
 FC0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0406.See file dsdata.txt to determine how the superseded data were derived.
 FC0406
 FC0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE036067(NAD 83)
 FC0406_MARKER: DB = BENCH MARK DISK
 FC0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0406_SP_SET: CURB
 FC0406_STAMPING: B 257 1968
 FC0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0406
 FC0406  HISTORY     - Date     Condition        Report By
 FC0406  HISTORY     - 1968     MONUMENTED       CGS
 FC0406
 FC0406                          STATION DESCRIPTION
 FC0406
 FC0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0406'AT CHARLESTON.
 FC0406'AT CHARLESTON, ALONG U.S. HIGHWAY 11, AT THE CHARLESTON SCHOOL,
 FC0406'IN TOP OF THE EAST CORNER OF 3 1/2-FOOT SQUARE BY 5-FOOT DEEP
 FC0406'CONCRETE BASE FOR FLAGPOLE, 54 FEET NORTHWEST OF THE NORTHWEST
 FC0406'CURB OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FC0406'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0381 ***********************************************************************
 FC0381  DESIGNATION -  B 258
 FC0381  PID         -  FC0381
 FC0381  STATE/COUNTY-  TN/BRADLEY
 FC0381  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0381
 FC0381                         *CURRENT SURVEY CONTROL
 FC0381  ___________________________________________________________________
 FC0381* NAD 83(1986)-  35 09 50.     (N)    084 51 43.     (W)     SCALED    
 FC0381* NAVD 88     -       272.307  (meters)     893.39   (feet)  ADJUSTED  
 FC0381  ___________________________________________________________________
 FC0381  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0381  DYNAMIC HT  -         272.038 (meters)     892.51  (feet)  COMP
 FC0381  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 FC0381
 FC0381  VERT ORDER  -  FIRST     CLASS I
 FC0381
 FC0381.The horizontal coordinates were scaled from a topographic map and have
 FC0381.an estimated accuracy of +/- 6 seconds.
 FC0381
 FC0381.The orthometric height was determined by differential leveling
 FC0381.and adjusted by the National Geodetic Survey in June 1991..
 FC0381
 FC0381.The geoid height was determined by GEOID03.
 FC0381
 FC0381.The dynamic height is computed by dividing the NAVD 88
 FC0381.geopotential number by the normal gravity value computed on the
 FC0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0381.degrees latitude (g = 980.6199 gals.).
 FC0381
 FC0381.The modeled gravity was interpolated from observed gravity values.
 FC0381
 FC0381;                    North         East    Units  Estimated Accuracy
 FC0381;SPC TN       -    92,750.      703,680.      MT  (+/- 180 meters Scaled)
 FC0381
 FC0381                          SUPERSEDED SURVEY CONTROL
 FC0381
 FC0381  NGVD 29 (??/??/92)  272.321  (m)          893.44   (f) ADJ UNCH    1 1
 FC0381
 FC0381.Superseded values are not recommended for survey control.
 FC0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0381.See file dsdata.txt to determine how the superseded data were derived.
 FC0381
 FC0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD947933(NAD 83)
 FC0381_MARKER: DB = BENCH MARK DISK
 FC0381_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0381_SP_SET: 64 FEET
 FC0381_STAMPING: B 258 1968
 FC0381_MARK LOGO: CGS   
 FC0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0381
 FC0381  HISTORY     - Date     Condition        Report By
 FC0381  HISTORY     - 1968     MONUMENTED       CGS
 FC0381  HISTORY     - 1983     GOOD             NGS
 FC0381
 FC0381                          STATION DESCRIPTION
 FC0381
 FC0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0381'AT CLEVELAND.
 FC0381'AT CLEVELAND, ABOUT 0.8 MILE NORTHEAST ALONG THE SOUTHERN
 FC0381'RAILWAY FROM THE STATION, ABOUT 0.1 MILE NORTHEAST OF MILEPOST
 FC0381'212, AT THE SOUTH CORNER OF THE CHAIN LINK FENCE AROUND A METAL
 FC0381'WAREHOUSE OF THE BROWN STOVE WORKS, INCORPORATED, 27 FEET NORTH
 FC0381'OF THE CENTER OF THE CROSSING OF FIFTEENTH STREET NORTHEAST AND
 FC0381'THE MAIN TRACK, 18.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FC0381'MAIN TRACK, 17 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 FC0381'STREET, 2.5 FEET NORTHEAST OF THE FENCE CORNER, 0.4 FOOT SOUTHEAST
 FC0381'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 FC0381'TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FC0381'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 FC0381'BY A 6-INCH METAL PIPE WHICH PROJECTS 6 INCHES ABOVE THE LEVEL OF
 FC0381'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 FC0381
 FC0381                          STATION RECOVERY (1983)
 FC0381
 FC0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0381'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 2.5
 FC0381'FEET NORTHEAST OF THE FENCE CORNER, ADD 8.53 METERS (28.0 FT)
 FC0381'SOUTHWEST OF THE SOUTHEASTERNMOST CORNER OF THE CHAIN LINK FENCE AND
 FC0381'3.05 METERS (10.0 FT) WEST OF THE CENTER OF TWO DOORS AT A LARGE METAL
 FC0381'RAILROAD SIGNAL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0021 ***********************************************************************
 FC0021  DESIGNATION -  B 259
 FC0021  PID         -  FC0021
 FC0021  STATE/COUNTY-  TN/MONROE
 FC0021  USGS QUAD   -  PHILADELPHIA (1974)
 FC0021
 FC0021                         *CURRENT SURVEY CONTROL
 FC0021  ___________________________________________________________________
 FC0021* NAD 83(1986)-  35 38 24.     (N)    084 26 02.     (W)     SCALED    
 FC0021* NAVD 88     -       267.445  (meters)     877.44   (feet)  ADJUSTED  
 FC0021  ___________________________________________________________________
 FC0021  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FC0021  DYNAMIC HT  -         267.188 (meters)     876.60  (feet)  COMP
 FC0021  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 FC0021
 FC0021  VERT ORDER  -  FIRST     CLASS I
 FC0021
 FC0021.The horizontal coordinates were scaled from a topographic map and have
 FC0021.an estimated accuracy of +/- 6 seconds.
 FC0021
 FC0021.The orthometric height was determined by differential leveling
 FC0021.and adjusted by the National Geodetic Survey in June 1991..
 FC0021
 FC0021.The geoid height was determined by GEOID03.
 FC0021
 FC0021.The dynamic height is computed by dividing the NAVD 88
 FC0021.geopotential number by the normal gravity value computed on the
 FC0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0021.degrees latitude (g = 980.6199 gals.).
 FC0021
 FC0021.The modeled gravity was interpolated from observed gravity values.
 FC0021
 FC0021;                    North         East    Units  Estimated Accuracy
 FC0021;SPC TN       -   146,110.      741,830.      MT  (+/- 180 meters Scaled)
 FC0021
 FC0021                          SUPERSEDED SURVEY CONTROL
 FC0021
 FC0021  NGVD 29 (??/??/92)  267.526  (m)          877.71   (f) ADJ UNCH    1 1
 FC0021
 FC0021.Superseded values are not recommended for survey control.
 FC0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0021.See file dsdata.txt to determine how the superseded data were derived.
 FC0021
 FC0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE323470(NAD 83)
 FC0021_MARKER: DB = BENCH MARK DISK
 FC0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0021_SP_SET: BRIDGE
 FC0021_STAMPING: B 259 1968
 FC0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0021
 FC0021  HISTORY     - Date     Condition        Report By
 FC0021  HISTORY     - 1968     MONUMENTED       CGS
 FC0021
 FC0021                          STATION DESCRIPTION
 FC0021
 FC0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0021'3.2 MI SW FROM PHILADELPHIA.
 FC0021'ABOUT 3.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE FIRST
 FC0021'BAPTIST CHURCH AT PHILADELPHIA, ALSO ABOUT 3.5 MILES NORTHEAST
 FC0021'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT SWEETWATER, ABOUT
 FC0021'0.4 MILE NORTH OF MILEPOST 169, SET IN THE TOP OF THE WEST END
 FC0021'OF THE SOUTH ABUTMENT FOR A 35-FOOT BRIDGE OVER SWEETWATER CREEK,
 FC0021'26 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 7
 FC0021'FEET WEST OF THE WEST RAIL, 2 FEET EAST OF THE WEST END OF THE
 FC0021'ABUTMENT AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0089 ***********************************************************************
 FC0089  DESIGNATION -  B 260
 FC0089  PID         -  FC0089
 FC0089  STATE/COUNTY-  TN/KNOX
 FC0089  USGS QUAD   -  CONCORD (1984)
 FC0089
 FC0089                         *CURRENT SURVEY CONTROL
 FC0089  ___________________________________________________________________
 FC0089* NAD 83(1986)-  35 51 34.     (N)    084 08 51.     (W)     SCALED    
 FC0089* NAVD 88     -       250.347  (meters)     821.35   (feet)  ADJUSTED  
 FC0089  ___________________________________________________________________
 FC0089  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0089  DYNAMIC HT  -         250.112 (meters)     820.58  (feet)  COMP
 FC0089  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 FC0089
 FC0089  VERT ORDER  -  FIRST     CLASS I
 FC0089
 FC0089.The horizontal coordinates were scaled from a topographic map and have
 FC0089.an estimated accuracy of +/- 6 seconds.
 FC0089
 FC0089.The orthometric height was determined by differential leveling
 FC0089.and adjusted by the National Geodetic Survey in June 1991..
 FC0089
 FC0089.The geoid height was determined by GEOID03.
 FC0089
 FC0089.The dynamic height is computed by dividing the NAVD 88
 FC0089.geopotential number by the normal gravity value computed on the
 FC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0089.degrees latitude (g = 980.6199 gals.).
 FC0089
 FC0089.The modeled gravity was interpolated from observed gravity values.
 FC0089
 FC0089;                    North         East    Units  Estimated Accuracy
 FC0089;SPC TN       -   170,900.      767,310.      MT  (+/- 180 meters Scaled)
 FC0089
 FC0089                          SUPERSEDED SURVEY CONTROL
 FC0089
 FC0089  NGVD 29 (??/??/92)  250.471  (m)          821.75   (f) ADJ UNCH    1 1
 FC0089
 FC0089.Superseded values are not recommended for survey control.
 FC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0089.See file dsdata.txt to determine how the superseded data were derived.
 FC0089
 FC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE575721(NAD 83)
 FC0089_MARKER: DB = BENCH MARK DISK
 FC0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0089_SP_SET: BRIDGE
 FC0089_STAMPING: B 260 1968
 FC0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0089
 FC0089  HISTORY     - Date     Condition        Report By
 FC0089  HISTORY     - 1968     MONUMENTED       CGS
 FC0089
 FC0089                          STATION DESCRIPTION
 FC0089
 FC0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0089'0.8 MI SW FROM CONCORD.
 FC0089'ABOUT 0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0089'POST OFFICE AT CONCORD, ABOUT 0.2 MILE NORTHEAST OF MILEPOST
 FC0089'146, ABOUT 0.4 MILE SOUTHWEST OF THE CONCORD ROAD OVERPASS OVER
 FC0089'THE TRACK, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 FC0089'ABUTMENT OF THE RAILWAY BRIDGE OVER TURKEY CREEK, 6.2 FEET
 FC0089'NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 2 1/2 FEET BELOW THE
 FC0089'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0395 ***********************************************************************
 FF0395  DESIGNATION -  B 261
 FF0395  PID         -  FF0395
 FF0395  STATE/COUNTY-  TN/SHELBY
 FF0395  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0395
 FF0395                         *CURRENT SURVEY CONTROL
 FF0395  ___________________________________________________________________
 FF0395* NAD 83(1986)-  35 03 40.     (N)    090 03 34.     (W)     SCALED    
 FF0395* NAVD 88     -        81.058  (meters)     265.94   (feet)  ADJUSTED  
 FF0395  ___________________________________________________________________
 FF0395  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0395  DYNAMIC HT  -          80.983 (meters)     265.69  (feet)  COMP
 FF0395  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 FF0395
 FF0395  VERT ORDER  -  FIRST     CLASS I
 FF0395
 FF0395.The horizontal coordinates were scaled from a topographic map and have
 FF0395.an estimated accuracy of +/- 6 seconds.
 FF0395
 FF0395.The orthometric height was determined by differential leveling
 FF0395.and adjusted by the National Geodetic Survey in June 1991..
 FF0395
 FF0395.The geoid height was determined by GEOID03.
 FF0395
 FF0395.The dynamic height is computed by dividing the NAVD 88
 FF0395.geopotential number by the normal gravity value computed on the
 FF0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0395.degrees latitude (g = 980.6199 gals.).
 FF0395
 FF0395.The modeled gravity was interpolated from observed gravity values.
 FF0395
 FF0395;                    North         East    Units  Estimated Accuracy
 FF0395;SPC TN       -    88,430.      229,790.      MT  (+/- 180 meters Scaled)
 FF0395
 FF0395                          SUPERSEDED SURVEY CONTROL
 FF0395
 FF0395  NGVD 29 (??/??/??)   81.032  (m)          265.85   (f) ADJUSTED    1 1
 FF0395
 FF0395.Superseded values are not recommended for survey control.
 FF0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0395.See file dsdata.txt to determine how the superseded data were derived.
 FF0395
 FF0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU681837(NAD 83)
 FF0395_MARKER: DV = VERTICAL CONTROL DISK
 FF0395_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0395+WITH SETTING: INTO GROUND
 FF0395_SP_SET: METAL ROD WITH BASE PLATE
 FF0395_STAMPING: B 261 1974
 FF0395_MARK LOGO: NGS   
 FF0395_PROJECTION: RECESSED 10 CENTIMETERS
 FF0395_MAGNETIC: I = MARKER IS A STEEL ROD
 FF0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0395+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0395_ROD/PIPE-DEPTH: 1.2  meters
 FF0395
 FF0395  HISTORY     - Date     Condition        Report By
 FF0395  HISTORY     - 1974     MONUMENTED       NGS
 FF0395  HISTORY     - 19911112 GOOD             NGS
 FF0395  HISTORY     - 19940828 GOOD             TN1620
 FF0395  HISTORY     - 20021028 GOOD             USACE
 FF0395  HISTORY     - 20050519 POOR             USACE
 FF0395
 FF0395                          STATION DESCRIPTION
 FF0395
 FF0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0395'1.3 MI S FROM MEMPHIS.
 FF0395'ABOUT 1.3 MILES SOUTH ALONG U.S. HIGHWAY 61 (SOUTH THIRD STREET)
 FF0395'FROM INTERSTATE 55 UNDERPASS IN MEMPHIS, BETWEEN BISCAYNE STREET
 FF0395'AND ROLLINS STREET, 31.5 FEET EAST OF THE EAST FACE OF FIRE
 FF0395'STATION 36, 59 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 61,
 FF0395'36 FEET SOUTH OF THE SOUTH FACE OF A CONCRETE RETAINING WALL
 FF0395'ALONG THE NORTH SIDE OF STATION, 2.8 FEET NORTH OF THE NORTH
 FF0395'EDGE OF CONCRETE CURBING ALONG THE NORTH SIDE OF A CONCRETE
 FF0395'APRON, 2.2 FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE
 FF0395'FOUNDATION OF FLAG POLE, 1 FOOT ABOVE LEVEL OF THE HIGHWAY AND
 FF0395'ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED
 FF0395'TO A METAL BASE PLATE.  THE DISK IS 3-INCHES BELOW LEVEL OF THE
 FF0395'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE 1-INCH BELOW LEVEL
 FF0395'OF THE GROUND.
 FF0395
 FF0395                          STATION RECOVERY (1991)
 FF0395
 FF0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0395'2.1 KM (1.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 FF0395'INTERSTATE HIGHWAY 55 IN MEMPHIS, 10.9 M (35.8 FT) WEST OF THE CENTER
 FF0395'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 10.9 M (35.8 FT) SOUTH OF THE
 FF0395'SOUTH FACE OF A RETAINING WALL, 9.7 M (31.8 FT) EAST OF THE EAST FACE
 FF0395'OF MEMPHIS FIRE STATION NUMBER 36, 2.6 M (8.5 FT) WEST OF A UTILITY
 FF0395'POLE, 1.0 M (3.3 FT) NORTH OF THE NORTH EDGE OF A DRIVEWAY, 0.7 M
 FF0395'(2.3 FT) EAST OF THE NORTHEAST CORNER OF A FOOTING FOR A FLAGPOLE,
 FF0395'AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS
 FF0395'ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE
 FF0395'GROUND SURFACE.
 FF0395
 FF0395                          STATION RECOVERY (1994)
 FF0395
 FF0395'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0395'RECOVERED IN GOOD CONDITION.
 FF0395
 FF0395                          STATION RECOVERY (2002)
 FF0395
 FF0395'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0395'RECOVERED IN GOOD CONDITION.
 FF0395
 FF0395                          STATION RECOVERY (2005)
 FF0395
 FF0395'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 FF0395'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1369 ***********************************************************************
 FE1369  DESIGNATION -  B 262
 FE1369  PID         -  FE1369
 FE1369  STATE/COUNTY-  TN/TIPTON
 FE1369  USGS QUAD   -  MUNFORD (1983)
 FE1369
 FE1369                         *CURRENT SURVEY CONTROL
 FE1369  ___________________________________________________________________
 FE1369* NAD 83(1986)-  35 24 19.     (N)    089 50 22.     (W)     SCALED    
 FE1369* NAVD 88     -       120.290  (meters)     394.65   (feet)  ADJUSTED  
 FE1369  ___________________________________________________________________
 FE1369  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1369  DYNAMIC HT  -         120.184 (meters)     394.30  (feet)  COMP
 FE1369  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 FE1369
 FE1369  VERT ORDER  -  FIRST     CLASS I
 FE1369
 FE1369.The horizontal coordinates were scaled from a topographic map and have
 FE1369.an estimated accuracy of +/- 6 seconds.
 FE1369
 FE1369.The orthometric height was determined by differential leveling
 FE1369.and adjusted by the National Geodetic Survey in June 1991..
 FE1369
 FE1369.The geoid height was determined by GEOID03.
 FE1369
 FE1369.The dynamic height is computed by dividing the NAVD 88
 FE1369.geopotential number by the normal gravity value computed on the
 FE1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1369.degrees latitude (g = 980.6199 gals.).
 FE1369
 FE1369.The modeled gravity was interpolated from observed gravity values.
 FE1369
 FE1369;                    North         East    Units  Estimated Accuracy
 FE1369;SPC TN       -   125,770.      251,340.      MT  (+/- 180 meters Scaled)
 FE1369
 FE1369                          SUPERSEDED SURVEY CONTROL
 FE1369
 FE1369  NGVD 29 (??/??/??)  120.259  (m)          394.55   (f) ADJUSTED    1 1
 FE1369
 FE1369.Superseded values are not recommended for survey control.
 FE1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1369.See file dsdata.txt to determine how the superseded data were derived.
 FE1369
 FE1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE421216(NAD 83)
 FE1369_MARKER: DV = VERTICAL CONTROL DISK
 FE1369_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1369+WITH SETTING: INTO GROUND
 FE1369_SP_SET: METAL ROD WITH BASE PLATE
 FE1369_STAMPING: B 262 1974
 FE1369_MARK LOGO: NGS   
 FE1369_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1369+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1369
 FE1369  HISTORY     - Date     Condition        Report By
 FE1369  HISTORY     - 1974     MONUMENTED       NGS
 FE1369  HISTORY     - 19920115 GOOD             NGS
 FE1369  HISTORY     - 20021003 GOOD             USACE
 FE1369
 FE1369                          STATION DESCRIPTION
 FE1369
 FE1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1369'4 MI SW FROM CROSSTOWN.
 FE1369'ABOUT 3.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1369'ATOKA-MUNFORD ROAD INTERSECTION AT CROSSTOWN, ALSO, 6.25 MILES
 FE1369'NORTHEAST OF THE JUNCTION OF NAVY ROAD AT MILLINGTON, 0.5 MILE
 FE1369'SOUTHWEST OF A CONCRETE HIGHWAY BRIDGE OVER BIG CREEK, NORTHWEST
 FE1369'OF A PAVED CROSSOVER BETWEEN 4 LANES OF THE HIGHWAY, 106 FEET
 FE1369'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANE OF THE
 FE1369'HIGHWAY, ON TOP OF A 10 FOOT HIGH CUT BANK, 120 FEET SOUTHWEST
 FE1369'OF A POWER POLE, WITH LINE CROSSING OVER HIGHWAY, 34 1/2 FEET
 FE1369'NORTHEAST OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 9.6 FEET
 FE1369'NORTHEAST OF A CONCRETE R.O.W. HIGHWAY POST, 0.6 MILE NORTHEAST
 FE1369'OF KERR 1958 TRIANGULATION STATION, 1.3 FEET SOUTHEAST OF A
 FE1369'FENCE, 0.8 FOOT NORTHWEST OF A METAL WITNESS POST, 8 FEET ABOVE
 FE1369'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 FE1369'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1-INCH BELOW
 FE1369'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH
 FE1369'THE GROUND.
 FE1369
 FE1369                          STATION RECOVERY (1992)
 FE1369
 FE1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1369'9.8 KM (6.10 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1369'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 36.6 M (120.1 FT)
 FE1369'SOUTHWEST OF A UTILITY POLE, 32.4 M (106.3 FT) NORTHWEST OF THE
 FE1369'CENTERLINE OF THE SOUTHWEST-BOUND LANES OF THE HIGHWAY, 10.6 M
 FE1369'(34.8 FT) NORTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY, 2.0 M
 FE1369'(6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF
 FE1369'A FENCE, 0.3 M (1.0 FT) SOUTHWEST OF UNDERGROUND CABLE JUNCTION BOX
 FE1369'NUMBER 24A, AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST.
 FE1369'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE FLUSH WITH THE GROUND
 FE1369'SURFACE.
 FE1369
 FE1369                          STATION RECOVERY (2002)
 FE1369
 FE1369'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1712 ***********************************************************************
 FE1712  DESIGNATION -  B 263
 FE1712  PID         -  FE1712
 FE1712  STATE/COUNTY-  TN/LAUDERDALE
 FE1712  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1712
 FE1712                         *CURRENT SURVEY CONTROL
 FE1712  ___________________________________________________________________
 FE1712* NAD 83(1986)-  35 40 06.     (N)    089 35 19.     (W)     SCALED    
 FE1712* NAVD 88     -        91.590  (meters)     300.49   (feet)  ADJUSTED  
 FE1712  ___________________________________________________________________
 FE1712  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE1712  DYNAMIC HT  -          91.512 (meters)     300.24  (feet)  COMP
 FE1712  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 FE1712
 FE1712  VERT ORDER  -  FIRST     CLASS I
 FE1712
 FE1712.The horizontal coordinates were scaled from a topographic map and have
 FE1712.an estimated accuracy of +/- 6 seconds.
 FE1712
 FE1712.The orthometric height was determined by differential leveling
 FE1712.and adjusted by the National Geodetic Survey in June 1991..
 FE1712
 FE1712.The geoid height was determined by GEOID03.
 FE1712
 FE1712.The dynamic height is computed by dividing the NAVD 88
 FE1712.geopotential number by the normal gravity value computed on the
 FE1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1712.degrees latitude (g = 980.6199 gals.).
 FE1712
 FE1712.The modeled gravity was interpolated from observed gravity values.
 FE1712
 FE1712;                    North         East    Units  Estimated Accuracy
 FE1712;SPC TN       -   154,070.      275,180.      MT  (+/- 180 meters Scaled)
 FE1712
 FE1712                          SUPERSEDED SURVEY CONTROL
 FE1712
 FE1712  NGVD 29 (??/??/??)   91.553  (m)          300.37   (f) ADJUSTED    1 1
 FE1712
 FE1712.Superseded values are not recommended for survey control.
 FE1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1712.See file dsdata.txt to determine how the superseded data were derived.
 FE1712
 FE1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE656502(NAD 83)
 FE1712_MARKER: DB = BENCH MARK DISK
 FE1712_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1712+WITH SETTING: INTO GROUND
 FE1712_STAMPING: B 263 1974
 FE1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1712+STABILITY: SURFACE MOTION
 FE1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1712+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1712
 FE1712  HISTORY     - Date     Condition        Report By
 FE1712  HISTORY     - 1974     MONUMENTED       NGS
 FE1712  HISTORY     - 20020808 GOOD             USACE
 FE1712
 FE1712                          STATION DESCRIPTION
 FE1712
 FE1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1712'1.6 MI SW FROM HENNING.
 FE1712'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1712'WITH OLD U.S. HIGHWAY 51 AT HENNING, THENCE 0.75 MILE
 FE1712'SOUTH-SOUTHWEST ALONG THE NEW 4 LANES OF U.S. HIGHWAY 51, AT THE
 FE1712'NORTH END OF A 9-FOOT HIGH BANK CUT, 241 FEET SOUTH OF THE CENTER
 FE1712'LINE OF A FIELD ROAD WHICH CONNECTS AN ASPHALT CROSSOVER BETWEEN
 FE1712'4 LANES OF HIGHWAY, 226 FEET SOUTH OF THE SOUTH CONCRETE HEADWALL
 FE1712'OF PIPE CULVERT UNDER FIELD ROAD, 77.6 FEET EAST OF THE CENTER
 FE1712'LINE OF THE EAST LANE OF HIGHWAY, 0.5 FOOT SOUTHWEST OF A METAL
 FE1712'WITNESS POST, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD
 FE1712'THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS 1-INCH BELOW
 FE1712'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH
 FE1712'THE GROUND.
 FE1712
 FE1712                          STATION RECOVERY (2002)
 FE1712
 FE1712'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1534 ***********************************************************************
 FE1534  DESIGNATION -  B 264
 FE1534  PID         -  FE1534
 FE1534  STATE/COUNTY-  TN/LAUDERDALE
 FE1534  USGS QUAD   -  CHIC (1983)
 FE1534
 FE1534                         *CURRENT SURVEY CONTROL
 FE1534  ___________________________________________________________________
 FE1534* NAD 83(1986)-  35 54 49.     (N)    089 38 11.     (W)     SCALED    
 FE1534* NAVD 88     -        79.775  (meters)     261.73   (feet)  ADJUSTED  
 FE1534  ___________________________________________________________________
 FE1534  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE1534  DYNAMIC HT  -          79.708 (meters)     261.51  (feet)  COMP
 FE1534  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 FE1534
 FE1534  VERT ORDER  -  FIRST     CLASS I
 FE1534
 FE1534.The horizontal coordinates were scaled from a topographic map and have
 FE1534.an estimated accuracy of +/- 6 seconds.
 FE1534
 FE1534.The orthometric height was determined by differential leveling
 FE1534.and adjusted by the National Geodetic Survey in June 1991..
 FE1534
 FE1534.The geoid height was determined by GEOID03.
 FE1534
 FE1534.The dynamic height is computed by dividing the NAVD 88
 FE1534.geopotential number by the normal gravity value computed on the
 FE1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1534.degrees latitude (g = 980.6199 gals.).
 FE1534
 FE1534.The modeled gravity was interpolated from observed gravity values.
 FE1534
 FE1534;                    North         East    Units  Estimated Accuracy
 FE1534;SPC TN       -   181,430.      271,870.      MT  (+/- 180 meters Scaled)
 FE1534
 FE1534                          SUPERSEDED SURVEY CONTROL
 FE1534
 FE1534  NGVD 29 (??/??/??)   79.716  (m)          261.53   (f) ADJUSTED    1 1
 FE1534
 FE1534.Superseded values are not recommended for survey control.
 FE1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1534.See file dsdata.txt to determine how the superseded data were derived.
 FE1534
 FE1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE621775(NAD 83)
 FE1534_MARKER: DB = BENCH MARK DISK
 FE1534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1534_SP_SET: 48 FEET
 FE1534_STAMPING: B 264 1974
 FE1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1534+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1534
 FE1534  HISTORY     - Date     Condition        Report By
 FE1534  HISTORY     - 1974     MONUMENTED       NGS
 FE1534  HISTORY     - 20020809 GOOD             USACE
 FE1534
 FE1534                          STATION DESCRIPTION
 FE1534
 FE1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1534'14.2 MI W FROM HALLS.
 FE1534'ABOUT 14.25 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1534'BAPTIST CHURCH AT HALLS, SET IN THE SOUTHEAST CORNER OF A LAWN
 FE1534'BY A LARGE TREE NEAR THE END OF STATE HIGHWAY 88, 25.8 FEET
 FE1534'NORTH OF THE CENTER LINE OF THE HIGHWAY, 115.8 FEET EAST OF P12,
 FE1534'63.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN PART OF
 FE1534'A GRAY SHINGLED HOUSE ON STILTS 3 FEET ABOVE GROUND, 37.8 FEET
 FE1534'SOUTH OF A POWER POLE WITH AN UNDERGROUND CABLE POST ON IT, 21.6
 FE1534'FEET WEST OF A GRAVEL ROAD LEADING NORTH, 3.8 FEET NORTHWEST OF
 FE1534'A 48-INCH TREE, ABOUT LEVEL WITH THE HIGHWAY, AND ON TOP OF A
 FE1534'COPPER COATED STEEL ROD, 2-INCHES BELOW GROUND AND PROTECTED BY
 FE1534'A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.  THE ROD
 FE1534'WAS DRIVEN TO A DEPTH OF 48 FEET.
 FE1534
 FE1534                          STATION RECOVERY (2002)
 FE1534
 FE1534'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1133 ***********************************************************************
 GD1133  DESIGNATION -  B 265
 GD1133  PID         -  GD1133
 GD1133  STATE/COUNTY-  TN/DYER
 GD1133  USGS QUAD   -  MISTON (1983)
 GD1133
 GD1133                         *CURRENT SURVEY CONTROL
 GD1133  ___________________________________________________________________
 GD1133* NAD 83(1995)-  36 10 29.49352(N)    089 26 39.27953(W)     ADJUSTED  
 GD1133* NAVD 88     -        85.541  (meters)     280.65   (feet)  ADJUSTED  
 GD1133  ___________________________________________________________________
 GD1133  X           -      49,997.793 (meters)                     COMP
 GD1133  Y           -  -5,154,374.028 (meters)                     COMP
 GD1133  Z           -   3,743,904.962 (meters)                     COMP
 GD1133  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 GD1133  ELLIP HEIGHT-          57.20  (meters)          (05/31/05) GPS OBS
 GD1133  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1133  DYNAMIC HT  -          85.470 (meters)     280.41  (feet)  COMP
 GD1133  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GD1133
 GD1133  HORZ ORDER  -  FIRST
 GD1133  VERT ORDER  -  FIRST     CLASS I
 GD1133  ELLP ORDER  -  FOURTH    CLASS II
 GD1133
 GD1133.The horizontal coordinates were established by GPS observations
 GD1133.and adjusted by the National Geodetic Survey in May 2005..
 GD1133
 GD1133.The orthometric height was determined by differential leveling
 GD1133.and adjusted by the National Geodetic Survey in June 1991..
 GD1133
 GD1133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1133
 GD1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1133
 GD1133.The ellipsoidal height was determined by GPS observations
 GD1133.and is referenced to NAD 83.
 GD1133
 GD1133.The geoid height was determined by GEOID03.
 GD1133
 GD1133.The dynamic height is computed by dividing the NAVD 88
 GD1133.geopotential number by the normal gravity value computed on the
 GD1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1133.degrees latitude (g = 980.6199 gals.).
 GD1133
 GD1133.The modeled gravity was interpolated from observed gravity values.
 GD1133
 GD1133;                    North         East     Units Scale Factor Converg.
 GD1133;SPC TN       -   209,768.784   290,215.712   MT  0.99996604   -2 00 59.0
 GD1133;SPC TN       -   688,216.42    952,149.38   sFT  0.99996604   -2 00 59.0
 GD1133;UTM  16      - 4,006,111.809   280,173.021   MT  1.00019545   -1 26 35.9
 GD1133
 GD1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1133!SPC TN       -   0.99999102  x   0.99996604  =   0.99995706
 GD1133!UTM  16      -   0.99999102  x   1.00019545  =   1.00018647
 GD1133
 GD1133                          SUPERSEDED SURVEY CONTROL
 GD1133
 GD1133  NAVD 88 (05/31/05)   85.54   (m)          280.6    (f) LEVELING    3  
 GD1133  NGVD 29 (??/??/??)   85.466  (m)          280.40   (f) ADJUSTED    1 1
 GD1133
 GD1133.Superseded values are not recommended for survey control.
 GD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1133.See file dsdata.txt to determine how the superseded data were derived.
 GD1133
 GD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8017306112(NAD 83)
 GD1133_MARKER: DB = BENCH MARK DISK
 GD1133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD1133_SP_SET: ABUTMENT
 GD1133_STAMPING: B 265 1974
 GD1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1133+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 GD1133
 GD1133  HISTORY     - Date     Condition        Report By
 GD1133  HISTORY     - 1974     MONUMENTED       NGS
 GD1133  HISTORY     - 20020802 GOOD             USACE
 GD1133  HISTORY     - 20030708 GOOD             EMCINC
 GD1133
 GD1133                          STATION DESCRIPTION
 GD1133
 GD1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1133'1.15 MI NW FROM BOGOTA.
 GD1133'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1133'WITH STATE HIGHWAY 103, SET IN THE TOP OF THE WEST ABUTMENT OF THE
 GD1133'NORTHWEST END OF BRIDGE NO. 23/78/10.74, 18.2 FEET SOUTHWEST OF THE
 GD1133'CENTER LINE OF STATE HIGHWAY 78, 2.7 FEET SOUTH OF THE WEST CORNER OF
 GD1133'A CONCRETE GUARD RAIL, 1.2 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE
 GD1133'SOUTHWEST GUARD RAIL AND 0.5 FOOT ABOVE HIGHWAY.
 GD1133
 GD1133                          STATION RECOVERY (2002)
 GD1133
 GD1133'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1133'RECOVERED IN GOOD CONDITION.
 GD1133
 GD1133                          STATION RECOVERY (2003)
 GD1133
 GD1133'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1133'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1629 ***********************************************************************
 GC1629  DESIGNATION -  B 27
 GC1629  PID         -  GC1629
 GC1629  STATE/COUNTY-  TN/HUMPHREYS
 GC1629  USGS QUAD   -  WAVERLY (1987)
 GC1629
 GC1629                         *CURRENT SURVEY CONTROL
 GC1629  ___________________________________________________________________
 GC1629* NAD 83(1986)-  36 02 10.     (N)    087 46 20.     (W)     SCALED    
 GC1629* NAVD 88     -       150.672  (meters)     494.33   (feet)  ADJUSTED  
 GC1629  ___________________________________________________________________
 GC1629  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1629  DYNAMIC HT  -         150.541 (meters)     493.90  (feet)  COMP
 GC1629  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GC1629
 GC1629  VERT ORDER  -  SECOND    CLASS 0
 GC1629
 GC1629.The horizontal coordinates were scaled from a topographic map and have
 GC1629.an estimated accuracy of +/- 6 seconds.
 GC1629
 GC1629.The orthometric height was determined by differential leveling
 GC1629.and adjusted by the National Geodetic Survey in June 1991..
 GC1629
 GC1629.The geoid height was determined by GEOID03.
 GC1629
 GC1629.The dynamic height is computed by dividing the NAVD 88
 GC1629.geopotential number by the normal gravity value computed on the
 GC1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1629.degrees latitude (g = 980.6199 gals.).
 GC1629
 GC1629.The modeled gravity was interpolated from observed gravity values.
 GC1629
 GC1629;                    North         East    Units  Estimated Accuracy
 GC1629;SPC TN       -   190,370.      440,300.      MT  (+/- 180 meters Scaled)
 GC1629
 GC1629                          SUPERSEDED SURVEY CONTROL
 GC1629
 GC1629  NGVD 29 (??/??/92)  150.702  (m)          494.43   (f) ADJ UNCH    2 0
 GC1629
 GC1629.Superseded values are not recommended for survey control.
 GC1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1629.See file dsdata.txt to determine how the superseded data were derived.
 GC1629
 GC1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE304882(NAD 83)
 GC1629_MARKER: DB = BENCH MARK DISK
 GC1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1629_STAMPING: B 27 1934
 GC1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1629+STABILITY: SURFACE MOTION
 GC1629
 GC1629  HISTORY     - Date     Condition        Report By
 GC1629  HISTORY     - 1934     MONUMENTED       CGS
 GC1629  HISTORY     - 1939     GOOD             NGS
 GC1629  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1629
 GC1629                          STATION DESCRIPTION
 GC1629
 GC1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GC1629'3.7 MI S FROM WAVERLY.
 GC1629'3.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1629'COUNTY, 120 FEET NORTH OF A SIDE ROAD AT THE FOOT OF A HILL, 75
 GC1629'FEET SOUTH OF A CURVE SIGN, 25 FEET NORTHEAST OF THE CENTERLINE
 GC1629'OF THE HIGHWAY, 30 FEET NORTH OF A TWIN-OAK TREE, AND 7 FEET
 GC1629'SOUTH OF AN 18-INCH OAK TREE.  A STANDARD DISK, STAMPED B 27
 GC1629'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GC1629
 GC1629                          STATION RECOVERY (1972)
 GC1629
 GC1629'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1352 ***********************************************************************
 GC1352  DESIGNATION -  B 28
 GC1352  PID         -  GC1352
 GC1352  STATE/COUNTY-  TN/DICKSON
 GC1352  USGS QUAD   -  BURNS (1986)
 GC1352
 GC1352                         *CURRENT SURVEY CONTROL
 GC1352  ___________________________________________________________________
 GC1352* NAD 83(1986)-  36 03 55.     (N)    087 21 07.     (W)     SCALED    
 GC1352* NAVD 88     -       263.068  (meters)     863.08   (feet)  ADJUSTED  
 GC1352  ___________________________________________________________________
 GC1352  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1352  DYNAMIC HT  -         262.837 (meters)     862.32  (feet)  COMP
 GC1352  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 GC1352
 GC1352  VERT ORDER  -  FIRST     CLASS II
 GC1352
 GC1352.The horizontal coordinates were scaled from a topographic map and have
 GC1352.an estimated accuracy of +/- 6 seconds.
 GC1352
 GC1352.The orthometric height was determined by differential leveling
 GC1352.and adjusted by the National Geodetic Survey in June 1991..
 GC1352
 GC1352.The geoid height was determined by GEOID03.
 GC1352
 GC1352.The dynamic height is computed by dividing the NAVD 88
 GC1352.geopotential number by the normal gravity value computed on the
 GC1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1352.degrees latitude (g = 980.6199 gals.).
 GC1352
 GC1352.The modeled gravity was interpolated from observed gravity values.
 GC1352
 GC1352;                    North         East    Units  Estimated Accuracy
 GC1352;SPC TN       -   193,000.      478,210.      MT  (+/- 180 meters Scaled)
 GC1352
 GC1352                          SUPERSEDED SURVEY CONTROL
 GC1352
 GC1352  NGVD 29 (??/??/92)  263.060  (m)          863.06   (f) ADJ UNCH    1 2
 GC1352
 GC1352.Superseded values are not recommended for survey control.
 GC1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1352.See file dsdata.txt to determine how the superseded data were derived.
 GC1352
 GC1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE683912(NAD 83)
 GC1352_MARKER: DB = BENCH MARK DISK
 GC1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1352_STAMPING: 863.358 B 28 1934
 GC1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1352+STABILITY: SURFACE MOTION
 GC1352
 GC1352  HISTORY     - Date     Condition        Report By
 GC1352  HISTORY     - 1934     MONUMENTED       CGS
 GC1352  HISTORY     - 1948     GOOD             NGS
 GC1352
 GC1352                          STATION DESCRIPTION
 GC1352
 GC1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1352'AT COLESBURG.
 GC1352'AT COLESBURG, 104.5 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GC1352'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 65 FEET
 GC1352'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 67 FEET SOUTHWEST
 GC1352'OF A WATER STAND, 65 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GC1352'WEST FORK OF TRACK LEADING SOUTH, 4 FEET SOUTHWEST OF A TELEPHONE
 GC1352'POLE, 5 FEET NORTHEAST OF A TELEPHONE POLE, 15 FEET NORTH OF THE
 GC1352'CENTER LINE OF THE STATION ROAD, 3 FEET WEST OF A WHITE WOODEN
 GC1352'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 GC1352'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0729 ***********************************************************************
 FD0729  DESIGNATION -  B 29
 FD0729  PID         -  FD0729
 FD0729  STATE/COUNTY-  TN/HICKMAN
 FD0729  USGS QUAD   -  CENTERVILLE (1987)
 FD0729
 FD0729                         *CURRENT SURVEY CONTROL
 FD0729  ___________________________________________________________________
 FD0729* NAD 83(1986)-  35 46 39.     (N)    087 28 24.     (W)     SCALED    
 FD0729* NAVD 88     -       151.764  (meters)     497.91   (feet)  ADJUSTED  
 FD0729  ___________________________________________________________________
 FD0729  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0729  DYNAMIC HT  -         151.630 (meters)     497.47  (feet)  COMP
 FD0729  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FD0729
 FD0729  VERT ORDER  -  SECOND    CLASS 0
 FD0729
 FD0729.The horizontal coordinates were scaled from a topographic map and have
 FD0729.an estimated accuracy of +/- 6 seconds.
 FD0729
 FD0729.The orthometric height was determined by differential leveling
 FD0729.and adjusted by the National Geodetic Survey in June 1991..
 FD0729
 FD0729.The geoid height was determined by GEOID03.
 FD0729
 FD0729.The dynamic height is computed by dividing the NAVD 88
 FD0729.geopotential number by the normal gravity value computed on the
 FD0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0729.degrees latitude (g = 980.6199 gals.).
 FD0729
 FD0729.The modeled gravity was interpolated from observed gravity values.
 FD0729
 FD0729;                    North         East    Units  Estimated Accuracy
 FD0729;SPC TN       -   161,230.      466,800.      MT  (+/- 180 meters Scaled)
 FD0729
 FD0729                          SUPERSEDED SURVEY CONTROL
 FD0729
 FD0729  NGVD 29 (??/??/92)  151.750  (m)          497.87   (f) ADJ UNCH    2 0
 FD0729
 FD0729.Superseded values are not recommended for survey control.
 FD0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0729.See file dsdata.txt to determine how the superseded data were derived.
 FD0729
 FD0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE572593(NAD 83)
 FD0729_MARKER: DB = BENCH MARK DISK
 FD0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0729_SP_SET: PIER
 FD0729_STAMPING: B 29 1934
 FD0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0729
 FD0729  HISTORY     - Date     Condition        Report By
 FD0729  HISTORY     - 1934     MONUMENTED       CGS
 FD0729
 FD0729                          STATION DESCRIPTION
 FD0729
 FD0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0729'AT CENTERVILLE.
 FD0729'AT CENTERVILLE, HICKMAN COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FD0729'AND ST. LOUIS RAILWAY, AT BRIDGE NO. 32.0 OVER DUCK RIVER, AT THE
 FD0729'EAST STONE PIER, IN THE TOP OF THE CONCRETE SLAB, 3 FEET NORTH
 FD0729'OF THE SOUTH FACE, AND 1 FOOT WEST OF THE EAST FACE.  A STANDARD
 FD0729'DISK, STAMPED B 29 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0880 ***********************************************************************
 GC0880  DESIGNATION -  B 29
 GC0880  PID         -  GC0880
 GC0880  STATE/COUNTY-  TN/DAVIDSON
 GC0880  USGS QUAD   -  WHITES CREEK (1994)
 GC0880
 GC0880                         *CURRENT SURVEY CONTROL
 GC0880  ___________________________________________________________________
 GC0880* NAD 83(1986)-  36 19 02.     (N)    086 51 34.     (W)     SCALED    
 GC0880* NAVD 88     -       254.710  (meters)     835.66   (feet)  ADJUSTED  
 GC0880  ___________________________________________________________________
 GC0880  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0880  DYNAMIC HT  -         254.490 (meters)     834.94  (feet)  COMP
 GC0880  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 GC0880
 GC0880  VERT ORDER  -  SECOND    CLASS 0
 GC0880
 GC0880.The horizontal coordinates were scaled from a topographic map and have
 GC0880.an estimated accuracy of +/- 6 seconds.
 GC0880
 GC0880.The orthometric height was determined by differential leveling
 GC0880.and adjusted by the National Geodetic Survey in June 1991..
 GC0880
 GC0880.The geoid height was determined by GEOID03.
 GC0880
 GC0880.The dynamic height is computed by dividing the NAVD 88
 GC0880.geopotential number by the normal gravity value computed on the
 GC0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0880.degrees latitude (g = 980.6199 gals.).
 GC0880
 GC0880.The modeled gravity was interpolated from observed gravity values.
 GC0880
 GC0880;                    North         East    Units  Estimated Accuracy
 GC0880;SPC TN       -   220,450.      522,820.      MT  (+/- 180 meters Scaled)
 GC0880
 GC0880                          SUPERSEDED SURVEY CONTROL
 GC0880
 GC0880  NGVD 29 (??/??/92)  254.753  (m)          835.80   (f) ADJ UNCH    2 0
 GC0880
 GC0880.Superseded values are not recommended for survey control.
 GC0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0880.See file dsdata.txt to determine how the superseded data were derived.
 GC0880
 GC0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF126191(NAD 83)
 GC0880_MARKER: DD = SURVEY DISK
 GC0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0880_STAMPING: B 29
 GC0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0880+STABILITY: SURFACE MOTION
 GC0880
 GC0880  HISTORY     - Date     Condition        Report By
 GC0880  HISTORY     - UNK      MONUMENTED       TNHD
 GC0880  HISTORY     - 1965     GOOD             TNHD
 GC0880
 GC0880                          STATION DESCRIPTION
 GC0880
 GC0880'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0880'0.4 MI E FROM JOELTON.
 GC0880'FROM THE INTERSECTION OF UNION HILL ROAD AND U.S. HIGHWAY 431
 GC0880'IN JOELTON, GO EASTERLY ON UNION HILL ROAD FOR 0.3 MILE TO THE
 GC0880'INTERSECTION OF UNION HILL ROAD AND CLAYLICK ROAD.  CONTINUE
 GC0880'STRAIGHT ON CLAYLICK ROAD FOR 0.15 MILE TO A GRAVELED DRIVE
 GC0880'AND THE MARK ON THE LEFT, 24 FEET NORTH OF THE APPROXIMATE
 GC0880'CENTER OF CLAYLICK ROAD AND 24 FEET WEST OF THE APPROXIMATE
 GC0880'CENTER OF THE GRAVELED DRIVE.  IT IS A METAL DISK SET IN THE
 GC0880'TOP OF A 4-INCH, ROUND, CONCRETE MONUMENT PROJECTING ABOUT
 GC0880'8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2409 ***********************************************************************
 FB2409  DESIGNATION -  B 292
 FB2409  PID         -  FB2409
 FB2409  STATE/COUNTY-  TN/KNOX
 FB2409  USGS QUAD   -  KNOXVILLE (1978)
 FB2409
 FB2409                         *CURRENT SURVEY CONTROL
 FB2409  ___________________________________________________________________
 FB2409* NAD 83(1986)-  35 57 58.     (N)    083 55 17.     (W)     SCALED    
 FB2409* NAVD 88     -       290.614  (meters)     953.46   (feet)  ADJUSTED  
 FB2409  ___________________________________________________________________
 FB2409  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2409  DYNAMIC HT  -         290.347 (meters)     952.58  (feet)  COMP
 FB2409  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 FB2409
 FB2409  VERT ORDER  -  FIRST     CLASS II
 FB2409
 FB2409.The horizontal coordinates were scaled from a topographic map and have
 FB2409.an estimated accuracy of +/- 6 seconds.
 FB2409
 FB2409.The orthometric height was determined by differential leveling
 FB2409.and adjusted by the National Geodetic Survey in June 1991..
 FB2409
 FB2409.The geoid height was determined by GEOID03.
 FB2409
 FB2409.The dynamic height is computed by dividing the NAVD 88
 FB2409.geopotential number by the normal gravity value computed on the
 FB2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2409.degrees latitude (g = 980.6199 gals.).
 FB2409
 FB2409.The modeled gravity was interpolated from observed gravity values.
 FB2409
 FB2409;                    North         East    Units  Estimated Accuracy
 FB2409;SPC TN       -   183,150.      787,470.      MT  (+/- 180 meters Scaled)
 FB2409
 FB2409                          SUPERSEDED SURVEY CONTROL
 FB2409
 FB2409  NGVD 29 (12/12/91)  290.748  (m)          953.90   (f) ADJUSTED    1 2
 FB2409
 FB2409.Superseded values are not recommended for survey control.
 FB2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2409.See file dsdata.txt to determine how the superseded data were derived.
 FB2409
 FB2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV365841(NAD 83)
 FB2409_MARKER: DB = BENCH MARK DISK
 FB2409_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FB2409_SP_SET: BUILDING FOUNDATION
 FB2409_STAMPING: B 292 1983
 FB2409_MARK LOGO: NGS   
 FB2409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2409+STABILITY: POSITION/ELEVATION WELL
 FB2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2409+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB2409
 FB2409  HISTORY     - Date     Condition        Report By
 FB2409  HISTORY     - 1983     MONUMENTED       NGS
 FB2409  HISTORY     - 20010323 GOOD             USPSQD
 FB2409  HISTORY     - 20060112 GOOD             USPSQD
 FB2409
 FB2409                          STATION DESCRIPTION
 FB2409
 FB2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2409'IN KNOXVILLE.
 FB2409'IN KNOXVILLE, AT THE INTERSECTION OF WEST SUMMIT HILL DRIVE AND WALNUT
 FB2409'STREET, AT THE WEST TOWER OF THE TENNESSEE VALLEY AUTHORITY BUILDING,
 FB2409'SET VERTICALLY IN THE NORTHWEST FACE OF THE BUILDING, 31.39 METERS
 FB2409'(103.0 FT) NORTHEAST OF THE NORTHEAST CURB OF WALNUT STREET,
 FB2409'17.10 METERS (56.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF WEST SUMMIT
 FB2409'HILL DRIVE, 0.27 METER (0.9 FT) NORTHEAST OF THE WEST CORNER OF THE
 FB2409'BUILDING.
 FB2409'THE MARK IS 1.20 M ABOVE GROUND.
 FB2409
 FB2409                          STATION RECOVERY (2001)
 FB2409
 FB2409'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2409'RECOVERED IN GOOD CONDITION.
 FB2409
 FB2409                          STATION RECOVERY (2006)
 FB2409
 FB2409'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB2409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1618 ***********************************************************************
 FC1618  DESIGNATION -  B 293
 FC1618  PID         -  FC1618
 FC1618  STATE/COUNTY-  TN/MARION
 FC1618  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1618
 FC1618                         *CURRENT SURVEY CONTROL
 FC1618  ___________________________________________________________________
 FC1618* NAD 83(1986)-  35 00 55.     (N)    085 41 47.     (W)     SCALED    
 FC1618* NAVD 88     -       197.715  (meters)     648.67   (feet)  ADJUSTED  
 FC1618  ___________________________________________________________________
 FC1618  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC1618  DYNAMIC HT  -         197.522 (meters)     648.04  (feet)  COMP
 FC1618  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 FC1618
 FC1618  VERT ORDER  -  FIRST     CLASS II
 FC1618
 FC1618.The horizontal coordinates were scaled from a topographic map and have
 FC1618.an estimated accuracy of +/- 6 seconds.
 FC1618
 FC1618.The orthometric height was determined by differential leveling
 FC1618.and adjusted by the National Geodetic Survey in June 1991..
 FC1618
 FC1618.The geoid height was determined by GEOID03.
 FC1618
 FC1618.The dynamic height is computed by dividing the NAVD 88
 FC1618.geopotential number by the normal gravity value computed on the
 FC1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1618.degrees latitude (g = 980.6199 gals.).
 FC1618
 FC1618.The modeled gravity was interpolated from observed gravity values.
 FC1618
 FC1618;                    North         East    Units  Estimated Accuracy
 FC1618;SPC TN       -    75,710.      627,710.      MT  (+/- 180 meters Scaled)
 FC1618
 FC1618                          SUPERSEDED SURVEY CONTROL
 FC1618
 FC1618.No superseded survey control is available for this station.
 FC1618
 FC1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD189755(NAD 83)
 FC1618_MARKER: DB = BENCH MARK DISK
 FC1618_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1618_SP_SET: BRIDGE ABUTMENT
 FC1618_STAMPING: B 293 1983
 FC1618_MARK LOGO: NGS   
 FC1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1618
 FC1618  HISTORY     - Date     Condition        Report By
 FC1618  HISTORY     - 1983     MONUMENTED       NGS
 FC1618
 FC1618                          STATION DESCRIPTION
 FC1618
 FC1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1618'1.4 KM (0.85 MI) NE FROM SOUTH PITTSBURG.
 FC1618'0.1 KM (0.05 MI) NORTHERLY ALONG A PAVED ROAD (ELM AVENUE) FROM THE
 FC1618'POST OFFICE IN SOUTH PITTSBURG, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG
 FC1618'A PAVED ROAD (3RD STREET), THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG
 FC1618'U.S. HIGHWAY 72 (CEDAR AVENUE), THENCE 0.5 KM (0.3 MI) EASTERLY ALONG
 FC1618'STATE HIGHWAY 156, SET IN THE LOWER CONCRETE SHELF OF THE SOUTHWEST
 FC1618'ABUTMENT OF THE WEST END OF THE SOUTH SIDE OF THE BRIDGE OVER THE
 FC1618'TENNESSEE RIVER, 7.68 METERS (25.2 FT) SOUTH-SOUTHWEST OF THE
 FC1618'CENTERLINE OF THE HIGHWAY, 49.07 METERS (161.0 FT) WEST-NORTHWEST OF
 FC1618'THE WESTERNMOST CONCRETE PIER ON THE SOUTH SIDE OF THE BRIDGE (SLOPE
 FC1618'DISTANCE), 8.66 METERS (28.4 FT) EAST-NORTHEAST OF THE SOUTHEAST EDGE
 FC1618'OF A WINGWALL OF A SMALL CULVERT (SLOPE DISTANCE), AND 6.10 METERS
 FC1618'(20.0 FT) EAST OF THE WEST END OF THE ABUTMENT ON THE SOUTH SIDE OF
 FC1618'THE BRIDGE (SLOPE DISTANCE).
 FC1618'THE MARK IS 11.5 METERS  E FROM A WITNESS POST.
 FC1618'THE MARK IS 2.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1640 ***********************************************************************
 FC1640  DESIGNATION -  B 294
 FC1640  PID         -  FC1640
 FC1640  STATE/COUNTY-  TN/HAMILTON
 FC1640  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1640
 FC1640                         *CURRENT SURVEY CONTROL
 FC1640  ___________________________________________________________________
 FC1640* NAD 83(1986)-  35 03 01.     (N)    085 08 44.     (W)     SCALED    
 FC1640* NAVD 88     -       226.637  (meters)     743.56   (feet)  ADJUSTED  
 FC1640  ___________________________________________________________________
 FC1640  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC1640  DYNAMIC HT  -         226.411 (meters)     742.82  (feet)  COMP
 FC1640  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 FC1640
 FC1640  VERT ORDER  -  FIRST     CLASS II
 FC1640
 FC1640.The horizontal coordinates were scaled from a topographic map and have
 FC1640.an estimated accuracy of +/- 6 seconds.
 FC1640
 FC1640.The orthometric height was determined by differential leveling
 FC1640.and adjusted by the National Geodetic Survey in June 1991..
 FC1640
 FC1640.The geoid height was determined by GEOID03.
 FC1640
 FC1640.The dynamic height is computed by dividing the NAVD 88
 FC1640.geopotential number by the normal gravity value computed on the
 FC1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1640.degrees latitude (g = 980.6199 gals.).
 FC1640
 FC1640.The modeled gravity was interpolated from observed gravity values.
 FC1640
 FC1640;                    North         East    Units  Estimated Accuracy
 FC1640;SPC TN       -    79,890.      677,960.      MT  (+/- 180 meters Scaled)
 FC1640
 FC1640                          SUPERSEDED SURVEY CONTROL
 FC1640
 FC1640.No superseded survey control is available for this station.
 FC1640
 FC1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD691801(NAD 83)
 FC1640_MARKER: DB = BENCH MARK DISK
 FC1640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1640_SP_SET: ABUTMENT
 FC1640_STAMPING: B 294 1983
 FC1640_MARK LOGO: NGS   
 FC1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1640
 FC1640  HISTORY     - Date     Condition        Report By
 FC1640  HISTORY     - 1983     MONUMENTED       NGS
 FC1640  HISTORY     - 20000114 GOOD             USPSQD
 FC1640
 FC1640                          STATION DESCRIPTION
 FC1640
 FC1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1640'4.9 KM (3.05 MI) NE FROM CHATTANOOGA.
 FC1640'0.2 KM (0.15 MI) WEST ALONG EAST BRAINERD ROAD FROM THE CONCORD
 FC1640'BAPTIST CHURCH ON THE NORTHEAST EDGE OF TOWN, THENCE 4.7 KM (2.9 MI)
 FC1640'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 75, SET IN THE LOWER CONCRETE
 FC1640'SHELF OF THE SOUTHWEST ABUTMENT IN THE WEST END OF THE SOUTH SIDE OF
 FC1640'THE NORTHBOUND BRIDGE ON INTERSTATE HIGHWAY 75, 8.44 METERS (27.7 FT)
 FC1640'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE
 FC1640'HIGHWAY, 20.0 METERS (65.6 FT) WEST-SOUTHWEST OF THE CENTERLINE OF A
 FC1640'PAVED ROAD UNDER INTERSTATE HIGHWAY 75 (SLOPE DISTANCE), 1.43 METERS
 FC1640'(4.7 FT) EAST-SOUTHEAST OF HIGHWAY MILE MARKER 361, AND 1.24 METERS
 FC1640'(4.1 FT) NORTH OF THE SOUTHEAST EDGE OF THE WEST WINGWALL.
 FC1640'THE MARK IS 3.7 METERS  NNE FROM A WITNESS POST.
 FC1640'THE MARK IS 0.9 M BELOW HIGHWAY.
 FC1640
 FC1640                          STATION RECOVERY (2000)
 FC1640
 FC1640'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1608 ***********************************************************************
 FC1608  DESIGNATION -  B 295
 FC1608  PID         -  FC1608
 FC1608  STATE/COUNTY-  TN/BLOUNT
 FC1608  USGS QUAD   -  BINFIELD (1990)
 FC1608
 FC1608                         *CURRENT SURVEY CONTROL
 FC1608  ___________________________________________________________________
 FC1608* NAD 83(1986)-  35 38 32.     (N)    084 04 23.     (W)     SCALED    
 FC1608* NAVD 88     -       304.672  (meters)     999.58   (feet)  ADJUSTED  
 FC1608  ___________________________________________________________________
 FC1608  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FC1608  DYNAMIC HT  -         304.383 (meters)     998.63  (feet)  COMP
 FC1608  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 FC1608
 FC1608  VERT ORDER  -  FIRST     CLASS II
 FC1608
 FC1608.The horizontal coordinates were scaled from a topographic map and have
 FC1608.an estimated accuracy of +/- 6 seconds.
 FC1608
 FC1608.The orthometric height was determined by differential leveling
 FC1608.and adjusted by the National Geodetic Survey in June 1991..
 FC1608
 FC1608.The geoid height was determined by GEOID03.
 FC1608
 FC1608.The dynamic height is computed by dividing the NAVD 88
 FC1608.geopotential number by the normal gravity value computed on the
 FC1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1608.degrees latitude (g = 980.6199 gals.).
 FC1608
 FC1608.The modeled gravity was interpolated from observed gravity values.
 FC1608
 FC1608;                    North         East    Units  Estimated Accuracy
 FC1608;SPC TN       -   146,940.      774,500.      MT  (+/- 180 meters Scaled)
 FC1608
 FC1608                          SUPERSEDED SURVEY CONTROL
 FC1608
 FC1608  NGVD 29 (12/12/91)  304.789  (m)          999.96   (f) ADJUSTED    1 2
 FC1608
 FC1608.Superseded values are not recommended for survey control.
 FC1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1608.See file dsdata.txt to determine how the superseded data were derived.
 FC1608
 FC1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE650482(NAD 83)
 FC1608_MARKER: I = METAL ROD
 FC1608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1608_SP_SET: STAINLESS STEEL ROD
 FC1608_STAMPING: B 295 1983
 FC1608_MARK LOGO: NGS   
 FC1608_PROJECTION: FLUSH
 FC1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1608_ROD/PIPE-DEPTH: 5.8  meters
 FC1608
 FC1608  HISTORY     - Date     Condition        Report By
 FC1608  HISTORY     - 1983     MONUMENTED       NGS
 FC1608
 FC1608                          STATION DESCRIPTION
 FC1608
 FC1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1608'15.1 KM (9.4 MI) NW FROM TALLASSEE.
 FC1608'15.1 KM (9.4 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1608'IN TALLASSEE TO THE MARK ON THE RIGHT AND ON PROPERTY OF MR. PORTER,
 FC1608'28.19 METERS (92.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 FC1608'HIGHWAY, 33.53 METERS (110.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 FC1608'THE HOUSE, 0.40 METER (1.3 FT) SOUTH-SOUTHEAST OF UTILITY POLE B ON
 FC1608'THE PROPERTY OF MR PORTER.
 FC1608'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH2468 ***********************************************************************
 EH2468  DESIGNATION -  B 296
 EH2468  PID         -  EH2468
 EH2468  STATE/COUNTY-  TN/SHELBY
 EH2468  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2468
 EH2468                         *CURRENT SURVEY CONTROL
 EH2468  ___________________________________________________________________
 EH2468* NAD 83(1986)-  34 59 57.     (N)    090 13 56.     (W)     SCALED    
 EH2468* NAVD 88     -        71.803  (meters)     235.57   (feet)  ADJUSTED  
 EH2468  ___________________________________________________________________
 EH2468  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EH2468  DYNAMIC HT  -          71.737 (meters)     235.36  (feet)  COMP
 EH2468  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 EH2468
 EH2468  VERT ORDER  -  FIRST     CLASS II
 EH2468
 EH2468.The horizontal coordinates were scaled from a topographic map and have
 EH2468.an estimated accuracy of +/- 6 seconds.
 EH2468
 EH2468.The orthometric height was determined by differential leveling
 EH2468.and adjusted by the National Geodetic Survey in June 1991..
 EH2468
 EH2468.The geoid height was determined by GEOID03.
 EH2468
 EH2468.The dynamic height is computed by dividing the NAVD 88
 EH2468.geopotential number by the normal gravity value computed on the
 EH2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2468.degrees latitude (g = 980.6199 gals.).
 EH2468
 EH2468.The modeled gravity was interpolated from observed gravity values.
 EH2468
 EH2468;                    North         East    Units  Estimated Accuracy
 EH2468;SPC TN       -    82,230.      213,740.      MT  (+/- 180 meters Scaled)
 EH2468
 EH2468                          SUPERSEDED SURVEY CONTROL
 EH2468
 EH2468  NGVD 29 (??/??/??)   71.798  (m)          235.56   (f) ADJUSTED    1 2
 EH2468
 EH2468.Superseded values are not recommended for survey control.
 EH2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2468.See file dsdata.txt to determine how the superseded data were derived.
 EH2468
 EH2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU526764(NAD 83)
 EH2468_MARKER: I = METAL ROD
 EH2468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2468_SP_SET: STAINLESS STEEL ROD
 EH2468_STAMPING: B 296 1983
 EH2468_MARK LOGO: NGS   
 EH2468_PROJECTION: RECESSED 6 CENTIMETERS
 EH2468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2468+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EH2468_ROD/PIPE-DEPTH: 31.6 meters
 EH2468
 EH2468  HISTORY     - Date     Condition        Report By
 EH2468  HISTORY     - 1983     MONUMENTED       NGS
 EH2468  HISTORY     - 20030408 GOOD             USACE
 EH2468
 EH2468                          STATION DESCRIPTION
 EH2468
 EH2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2468'12.7 KM (7.9 MI) WNW FROM WALLS MS.
 EH2468'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2468'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2468'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 9.0 KM (5.6 MI) WEST
 EH2468'ALONG THE GRAVEL ROAD ON TOP THE LEVEE TO THE MARK 2.15 METERS
 EH2468'(7.0 FT) NORTHWEST OF CONCRETE MILEPOST MARKER NUMBER 6/7, 0.5 KM
 EH2468'(0.3 MI) EAST OF A CATTLE GUARD IN THE ROADWAY, 0.1 KM (0.05 MI)
 EH2468'EAST-SOUTHEAST OF A GAP IN THE RIGHT OF WAY FENCE ON THE NORTH SIDE OF
 EH2468'THE LEVEE, AND 2.15 METERS (11.0 FT) SOUTH OF THE CENTER OF THE ROAD.
 EH2468'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 EH2468'THE MARK IS 0.15 M BELOW ROAD.
 EH2468
 EH2468                          STATION RECOVERY (2003)
 EH2468
 EH2468'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1399 ***********************************************************************
 EG1399  DESIGNATION -  B 297
 EG1399  PID         -  EG1399
 EG1399  STATE/COUNTY-  TN/MCNAIRY
 EG1399  USGS QUAD   -  CORINTH (1982)
 EG1399
 EG1399                         *CURRENT SURVEY CONTROL
 EG1399  ___________________________________________________________________
 EG1399* NAD 83(1986)-  34 59 48.     (N)    088 30 54.     (W)     SCALED    
 EG1399* NAVD 88     -       158.412  (meters)     519.72   (feet)  ADJUSTED  
 EG1399  ___________________________________________________________________
 EG1399  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EG1399  DYNAMIC HT  -         158.261 (meters)     519.23  (feet)  COMP
 EG1399  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 EG1399
 EG1399  VERT ORDER  -  FIRST     CLASS II
 EG1399
 EG1399.The horizontal coordinates were scaled from a topographic map and have
 EG1399.an estimated accuracy of +/- 6 seconds.
 EG1399
 EG1399.The orthometric height was determined by differential leveling
 EG1399.and adjusted by the National Geodetic Survey in June 1991..
 EG1399
 EG1399.The geoid height was determined by GEOID03.
 EG1399
 EG1399.The dynamic height is computed by dividing the NAVD 88
 EG1399.geopotential number by the normal gravity value computed on the
 EG1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1399.degrees latitude (g = 980.6199 gals.).
 EG1399
 EG1399.The modeled gravity was interpolated from observed gravity values.
 EG1399
 EG1399;                    North         East    Units  Estimated Accuracy
 EG1399;SPC TN       -    76,550.      370,410.      MT  (+/- 180 meters Scaled)
 EG1399
 EG1399                          SUPERSEDED SURVEY CONTROL
 EG1399
 EG1399.No superseded survey control is available for this station.
 EG1399
 EG1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD617737(NAD 83)
 EG1399_MARKER: I = METAL ROD
 EG1399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EG1399_SP_SET: STAINLESS STEEL ROD
 EG1399_STAMPING: B 297 1983
 EG1399_MARK LOGO: NGS   
 EG1399_PROJECTION: FLUSH
 EG1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EG1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG1399+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 EG1399_ROD/PIPE-DEPTH: 7.31 meters
 EG1399
 EG1399  HISTORY     - Date     Condition        Report By
 EG1399  HISTORY     - 1983     MONUMENTED       NGS
 EG1399  HISTORY     - 20020409 GOOD             USACE
 EG1399
 EG1399                          STATION DESCRIPTION
 EG1399
 EG1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EG1399'7.0 KM (4.35 MI) NORTH FROM CORINTH MS.
 EG1399'7.0 KM (4.35 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 EG1399'CORINTH, MISSISSIPPI, TO THE CORINTH DRIVE IN THEATER AND THE MARK ON
 EG1399'THE LEFT, 0.16 KM (0.1 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE
 EG1399'MISSISSIPPI, TENNESSEE STATE LINE, 21.18 METERS (69.5 FT) WEST OF THE
 EG1399'CENTERLINE OF THE HIGHWAY, 19.08 METERS (62.6 FT) SOUTH OF A ROW OF
 EG1399'LARGE PINE TREES WHICH IS THE SOUTH BORDER OF THE THEATER, 9.81 METERS
 EG1399'(32.2 FT) WEST OF A POWERLINE POLE, 5.91 METERS (19.4 FT) SOUTHWEST OF
 EG1399'A GUY WIRE ANCHOR FOR A POWERLINE POLE, AND 1.25 METERS (4.1 FT) NORTH
 EG1399'OF A POWERLINE POLE WITH A GUY WIRE.
 EG1399'THE MARK IS 1.22 METERS  N FROM A WITNESS POST.
 EG1399'THE MARK IS 0.61 M BELOW HIGHWAY.
 EG1399
 EG1399                          STATION RECOVERY (2002)
 EG1399
 EG1399'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 EG1399'HWY 45 PER DESCRIPTION IS NOW OLD HWY 45 RENAMED AS HWY 145.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2139 ***********************************************************************
 FE2139  DESIGNATION -  B 298
 FE2139  PID         -  FE2139
 FE2139  STATE/COUNTY-  TN/HARDEMAN
 FE2139  USGS QUAD   -  MIDDLETON (1980)
 FE2139
 FE2139                         *CURRENT SURVEY CONTROL
 FE2139  ___________________________________________________________________
 FE2139* NAD 83(1986)-  35 02 31.     (N)    088 53 29.     (W)     SCALED    
 FE2139* NAVD 88     -       128.160  (meters)     420.47   (feet)  ADJUSTED  
 FE2139  ___________________________________________________________________
 FE2139  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE2139  DYNAMIC HT  -         128.038 (meters)     420.07  (feet)  COMP
 FE2139  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FE2139
 FE2139  VERT ORDER  -  FIRST     CLASS II
 FE2139
 FE2139.The horizontal coordinates were scaled from a topographic map and have
 FE2139.an estimated accuracy of +/- 6 seconds.
 FE2139
 FE2139.The orthometric height was determined by differential leveling
 FE2139.and adjusted by the National Geodetic Survey in June 1991..
 FE2139
 FE2139.The geoid height was determined by GEOID03.
 FE2139
 FE2139.The dynamic height is computed by dividing the NAVD 88
 FE2139.geopotential number by the normal gravity value computed on the
 FE2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2139.degrees latitude (g = 980.6199 gals.).
 FE2139
 FE2139.The modeled gravity was interpolated from observed gravity values.
 FE2139
 FE2139;                    North         East    Units  Estimated Accuracy
 FE2139;SPC TN       -    82,520.      336,210.      MT  (+/- 180 meters Scaled)
 FE2139
 FE2139                          SUPERSEDED SURVEY CONTROL
 FE2139
 FE2139.No superseded survey control is available for this station.
 FE2139
 FE2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD274793(NAD 83)
 FE2139_MARKER: I = METAL ROD
 FE2139_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2139_SP_SET: STAINLESS STEEL ROD
 FE2139_STAMPING: B 298 1983
 FE2139_MARK LOGO: NGS   
 FE2139_PROJECTION: FLUSH
 FE2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2139+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2139_ROD/PIPE-DEPTH: 8.53 meters
 FE2139
 FE2139  HISTORY     - Date     Condition        Report By
 FE2139  HISTORY     - 1983     MONUMENTED       NGS
 FE2139  HISTORY     - 20020919 GOOD             USACE
 FE2139
 FE2139                          STATION DESCRIPTION
 FE2139
 FE2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2139'2.6 KM (1.6 MI) SOUTH FROM MIDDLETON.
 FE2139'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2139'SOUTHERN RAILROAD IN MIDDLETON, THENCE 0.2 KM (0.1 MI) EAST ALONG
 FE2139'STATE HIGHWAY 57 TO THE MARK ON THE RIGHT, 14.54 METERS (47.7 FT)
 FE2139'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27.98 METERS (91.8 FT)
 FE2139'NORTHWEST OF THE NORTHWEST CORNER OF A ONE LEVEL HOUSE, 22.58 METERS
 FE2139'(74.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CINDER BLOCK
 FE2139'BUILDING, (AT PRESENT THE MATHIS GROCERY), 3.23 METERS (10.6 FT)
 FE2139'SOUTHEAST OF A POWERLINE POLE, 1.61 METERS (5.3 FT) NORTH OF THE SOUTH
 FE2139'POLE FOR AN ADVERTISEMENT BOARD, AND 1.49 METERS (4.9 FT) SOUTH OF THE
 FE2139'NORTH POLE FOR THE BOARD.
 FE2139'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2139'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2139
 FE2139                          STATION RECOVERY (2002)
 FE2139
 FE2139'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2139'CINDER BLOCK BUILDING AND SIGN NOW FOR G AND G DINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2165 ***********************************************************************
 FE2165  DESIGNATION -  B 299
 FE2165  PID         -  FE2165
 FE2165  STATE/COUNTY-  TN/FAYETTE
 FE2165  USGS QUAD   -  MOSCOW SE (1983)
 FE2165
 FE2165                         *CURRENT SURVEY CONTROL
 FE2165  ___________________________________________________________________
 FE2165* NAD 83(1986)-  35 03 16.     (N)    089 21 21.     (W)     SCALED    
 FE2165* NAVD 88     -       136.457  (meters)     447.69   (feet)  ADJUSTED  
 FE2165  ___________________________________________________________________
 FE2165  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2165  DYNAMIC HT  -         136.328 (meters)     447.27  (feet)  COMP
 FE2165  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FE2165
 FE2165  VERT ORDER  -  FIRST     CLASS II
 FE2165
 FE2165.The horizontal coordinates were scaled from a topographic map and have
 FE2165.an estimated accuracy of +/- 6 seconds.
 FE2165
 FE2165.The orthometric height was determined by differential leveling
 FE2165.and adjusted by the National Geodetic Survey in June 1991..
 FE2165
 FE2165.The geoid height was determined by GEOID03.
 FE2165
 FE2165.The dynamic height is computed by dividing the NAVD 88
 FE2165.geopotential number by the normal gravity value computed on the
 FE2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2165.degrees latitude (g = 980.6199 gals.).
 FE2165
 FE2165.The modeled gravity was interpolated from observed gravity values.
 FE2165
 FE2165;                    North         East    Units  Estimated Accuracy
 FE2165;SPC TN       -    85,260.      293,900.      MT  (+/- 180 meters Scaled)
 FE2165
 FE2165                          SUPERSEDED SURVEY CONTROL
 FE2165
 FE2165.No superseded survey control is available for this station.
 FE2165
 FE2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD851816(NAD 83)
 FE2165_MARKER: I = METAL ROD
 FE2165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2165_SP_SET: STAINLESS STEEL ROD
 FE2165_STAMPING: B 299 1983
 FE2165_MARK LOGO: NGS   
 FE2165_PROJECTION: FLUSH
 FE2165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2165+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2165_ROD/PIPE-DEPTH: 12.2 meters
 FE2165
 FE2165  HISTORY     - Date     Condition        Report By
 FE2165  HISTORY     - 1983     MONUMENTED       NGS
 FE2165  HISTORY     - 20020924 GOOD             USACE
 FE2165  HISTORY     - 20060506 GOOD             GEOCAC
 FE2165  HISTORY     - 20060506 GOOD             GEOCAC
 FE2165
 FE2165                          STATION DESCRIPTION
 FE2165
 FE2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2165'3.6 KM (2.25 MI) EAST FROM MOSCOW.
 FE2165'3.6 KM (2.25 MI) EAST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF
 FE2165'STATE HIGHWAY 76 NORTH IN MOSCOW, TO THE JUNCTION OF AN ASPHALT ROAD
 FE2165'LEADING NORTH AND THE MARK ON THE LEFT, 22.71 METERS (74.5 FT) NORTH
 FE2165'OF THE CENTERLINE OF THE HIGHWAY, 12.71 METERS (41.7 FT) WEST OF THE
 FE2165'APPROXIMATE CENTER OF A ASPHALT ROAD LEADING NORTH, 4.72 METERS
 FE2165'(15.5 FT) WEST OF A CORNER FENCE POST OF A BARBWIRE FENCE,
 FE2165'33.34 METERS (109.4 FT) NORTHEAST OF A METAL CULVERT UNDER THE
 FE2165'DRIVEWAY OF A ONE LEVEL WOODEN HOUSE ON A HILL, 0.61 METER (2.0 FT)
 FE2165'SOUTH OF A BARBWIRE FENCE.
 FE2165'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2165'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2165
 FE2165                          STATION RECOVERY (2002)
 FE2165
 FE2165'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2165'ASPHALT ROAD N IS LIBERTY RD. FENCE NOW GONE. MARK IS 34.7 FT N OF N
 FE2165'EDGE OF THE LIBERTY BAPTIST CHURCH SIGN.
 FE2165
 FE2165                          STATION RECOVERY (2006)
 FE2165
 FE2165'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2165'RECOVERED AS DESCRIBED.
 FE2165
 FE2165                          STATION RECOVERY (2006)
 FE2165
 FE2165'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2165'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1117 ***********************************************************************
 FC1117  DESIGNATION -  B 3
 FC1117  PID         -  FC1117
 FC1117  STATE/COUNTY-  TN/HAMILTON
 FC1117  USGS QUAD   -  CHATTANOOGA (1976)
 FC1117
 FC1117                         *CURRENT SURVEY CONTROL
 FC1117  ___________________________________________________________________
 FC1117* NAD 83(1986)-  35 03 21.     (N)    085 16 18.     (W)     SCALED    
 FC1117* NAVD 88     -       203.928  (meters)     669.05   (feet)  ADJUSTED  
 FC1117  ___________________________________________________________________
 FC1117  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1117  DYNAMIC HT  -         203.725 (meters)     668.39  (feet)  COMP
 FC1117  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 FC1117
 FC1117  VERT ORDER  -  FIRST     CLASS II
 FC1117
 FC1117.The horizontal coordinates were scaled from a topographic map and have
 FC1117.an estimated accuracy of +/- 6 seconds.
 FC1117
 FC1117.The orthometric height was determined by differential leveling
 FC1117.and adjusted by the National Geodetic Survey in June 1991..
 FC1117
 FC1117.The geoid height was determined by GEOID03.
 FC1117
 FC1117.The dynamic height is computed by dividing the NAVD 88
 FC1117.geopotential number by the normal gravity value computed on the
 FC1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1117.degrees latitude (g = 980.6199 gals.).
 FC1117
 FC1117.The modeled gravity was interpolated from observed gravity values.
 FC1117
 FC1117;                    North         East    Units  Estimated Accuracy
 FC1117;SPC TN       -    80,410.      666,450.      MT  (+/- 180 meters Scaled)
 FC1117
 FC1117                          SUPERSEDED SURVEY CONTROL
 FC1117
 FC1117  NGVD 29 (??/??/92)  203.968  (m)          669.18   (f) ADJ UNCH    1 2
 FC1117
 FC1117.Superseded values are not recommended for survey control.
 FC1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1117.See file dsdata.txt to determine how the superseded data were derived.
 FC1117
 FC1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD576806(NAD 83)
 FC1117_MARKER: B = BOLT
 FC1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1117_SP_SET: RETAINING WALL
 FC1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1117
 FC1117  HISTORY     - Date     Condition        Report By
 FC1117  HISTORY     - UNK      MONUMENTED       CGS
 FC1117  HISTORY     - 1950     GOOD             NGS
 FC1117
 FC1117                          STATION DESCRIPTION
 FC1117
 FC1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1117'AT CHATTANOOGA.
 FC1117'AT CHATTANOOGA, ABOUT 1.0 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FC1117'FROM THE EAST THIRD STREET VIADUCT OVER THE RAILWAY YARDS, AT THE
 FC1117'OVERPASS OF THE KNOXVILLE BRANCH OF THE SOUTHERN RAILWAY OVER THE
 FC1117'TRACKS, SET IN THE VERTICAL FACE OF THE EAST RETAINING WALL,
 FC1117'IN THE CENTER OF A STONE OF THE THIRD COURSE ABOVE THE GROUND, 6.6
 FC1117'FEET EAST OF THE EAST RAIL OF THE NASHVILLE, CHATTANOOGA AND ST.
 FC1117'LOUIS RAILWAY, 11 1/2 INCHES SOUTH OF THE NORTH EDGE OF THE STONE,
 FC1117'10 INCHES NORTH OF THE NORTH END OF THE BRIDGE SEAT AND ABOUT 3
 FC1117'FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1140 ***********************************************************************
 GC1140  DESIGNATION -  B 3
 GC1140  PID         -  GC1140
 GC1140  STATE/COUNTY-  TN/MONTGOMERY
 GC1140  USGS QUAD   -  CLARKSVILLE (1984)
 GC1140
 GC1140                         *CURRENT SURVEY CONTROL
 GC1140  ___________________________________________________________________
 GC1140* NAD 83(1986)-  36 34 19.     (N)    087 18 00.     (W)     SCALED    
 GC1140* NAVD 88     -       170.682  (meters)     559.98   (feet)  ADJUSTED  
 GC1140  ___________________________________________________________________
 GC1140  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1140  DYNAMIC HT  -         170.542 (meters)     559.52  (feet)  COMP
 GC1140  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GC1140
 GC1140  VERT ORDER  -  FIRST     CLASS II
 GC1140
 GC1140.The horizontal coordinates were scaled from a topographic map and have
 GC1140.an estimated accuracy of +/- 6 seconds.
 GC1140
 GC1140.The orthometric height was determined by differential leveling
 GC1140.and adjusted by the National Geodetic Survey in June 1991..
 GC1140
 GC1140.The geoid height was determined by GEOID03.
 GC1140
 GC1140.The dynamic height is computed by dividing the NAVD 88
 GC1140.geopotential number by the normal gravity value computed on the
 GC1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1140.degrees latitude (g = 980.6199 gals.).
 GC1140
 GC1140.The modeled gravity was interpolated from observed gravity values.
 GC1140
 GC1140;                    North         East    Units  Estimated Accuracy
 GC1140;SPC TN       -   249,150.      483,640.      MT  (+/- 180 meters Scaled)
 GC1140
 GC1140                          SUPERSEDED SURVEY CONTROL
 GC1140
 GC1140  NGVD 29 (??/??/92)  170.750  (m)          560.20   (f) ADJ UNCH    1 2
 GC1140
 GC1140.Superseded values are not recommended for survey control.
 GC1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1140.See file dsdata.txt to determine how the superseded data were derived.
 GC1140
 GC1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF731474(NAD 83)
 GC1140_MARKER: DB = BENCH MARK DISK
 GC1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1140_STAMPING: B 3 1921
 GC1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1140+STABILITY: SURFACE MOTION
 GC1140
 GC1140  HISTORY     - Date     Condition        Report By
 GC1140  HISTORY     - 1921     MONUMENTED       CGS
 GC1140  HISTORY     - 1954     GOOD             NGS
 GC1140  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1140
 GC1140                          STATION DESCRIPTION
 GC1140
 GC1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1140'AT ST BETHLEHEM.
 GC1140'AT ST. BETHLEHEM, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 GC1140'ABOUT 310 YARDS SOUTHWEST OF MILE POST 173, AT THE CROSSING OF A
 GC1140'NORTH-SOUTH BLACK TOP ROAD, 32.9 FEET NORTHWEST OF NORTHWEST RAIL,
 GC1140'33 FEET WEST OF CENTER LINE OF BLACK TOP ROAD, 99 FEET NORTHEAST
 GC1140'OF NORTH CORNER OF FLAG STATION, 67 1/2 FEET SOUTHEAST OF CENTER
 GC1140'LINE OF U.S. HIGHWAY 79, 39 FEET SOUTHWEST OF TELEPHONE POLE NO.
 GC1140'1927, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1140'1/2 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 GC1140'POST PROJECTING 6 INCHES.
 GC1140
 GC1140                          STATION RECOVERY (1984)
 GC1140
 GC1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1140'SEARCHED FOR BUT NOT RECOVERED, HEAVY CONSTRUCTION IN THE AREA,
 GC1140'BELIEVED THE MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0701 ***********************************************************************
 FD0701  DESIGNATION -  B 30
 FD0701  PID         -  FD0701
 FD0701  STATE/COUNTY-  TN/MAURY
 FD0701  USGS QUAD   -  GODWIN (1988)
 FD0701
 FD0701                         *CURRENT SURVEY CONTROL
 FD0701  ___________________________________________________________________
 FD0701* NAD 83(1986)-  35 38 00.     (N)    087 07 24.     (W)     SCALED    
 FD0701* NAVD 88     -       192.531  (meters)     631.66   (feet)  ADJUSTED  
 FD0701  ___________________________________________________________________
 FD0701  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD0701  DYNAMIC HT  -         192.361 (meters)     631.10  (feet)  COMP
 FD0701  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FD0701
 FD0701  VERT ORDER  -  SECOND    CLASS 0
 FD0701
 FD0701.The horizontal coordinates were scaled from a topographic map and have
 FD0701.an estimated accuracy of +/- 6 seconds.
 FD0701
 FD0701.The orthometric height was determined by differential leveling
 FD0701.and adjusted by the National Geodetic Survey in June 1991..
 FD0701
 FD0701.The geoid height was determined by GEOID03.
 FD0701
 FD0701.The dynamic height is computed by dividing the NAVD 88
 FD0701.geopotential number by the normal gravity value computed on the
 FD0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0701.degrees latitude (g = 980.6199 gals.).
 FD0701
 FD0701.The modeled gravity was interpolated from observed gravity values.
 FD0701
 FD0701;                    North         East    Units  Estimated Accuracy
 FD0701;SPC TN       -   144,820.      498,260.      MT  (+/- 180 meters Scaled)
 FD0701
 FD0701                          SUPERSEDED SURVEY CONTROL
 FD0701
 FD0701  NGVD 29 (??/??/92)  192.515  (m)          631.61   (f) ADJ UNCH    2 0
 FD0701
 FD0701.Superseded values are not recommended for survey control.
 FD0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0701.See file dsdata.txt to determine how the superseded data were derived.
 FD0701
 FD0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE888432(NAD 83)
 FD0701_MARKER: DB = BENCH MARK DISK
 FD0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0701_STAMPING: B 30 1934
 FD0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0701+STABILITY: SURFACE MOTION
 FD0701
 FD0701  HISTORY     - Date     Condition        Report By
 FD0701  HISTORY     - 1934     MONUMENTED       CGS
 FD0701  HISTORY     - 1958     GOOD             TVA
 FD0701
 FD0701                          STATION DESCRIPTION
 FD0701
 FD0701'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 FD0701'5.6 MI W FROM COLUMBIA.
 FD0701'5.6 MILES WEST ALONG STATE HIGHWAY 50 FROM COLUMBIA, AT THE
 FD0701'NORTHEAST CORNER OF THE FRONT YARD OF A STONE BLOCK HOUSE,
 FD0701'ABOUT 300 FEET NORTH OF THE HOUSE, 60 FEET EAST OF THE CENTERLINE
 FD0701'OF A DRIVE LEADING TO THE HOUSE, AND 25 FEET SOUTH OF THE
 FD0701'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 30 1934
 FD0701'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0878 ***********************************************************************
 GC0878  DESIGNATION -  B 30
 GC0878  PID         -  GC0878
 GC0878  STATE/COUNTY-  TN/DAVIDSON
 GC0878  USGS QUAD   -  WHITES CREEK (1994)
 GC0878
 GC0878                         *CURRENT SURVEY CONTROL
 GC0878  ___________________________________________________________________
 GC0878* NAD 83(1986)-  36 19 02.     (N)    086 51 41.     (W)     SCALED    
 GC0878* NAVD 88     -       251.595  (meters)     825.44   (feet)  ADJUSTED  
 GC0878  ___________________________________________________________________
 GC0878  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0878  DYNAMIC HT  -         251.378 (meters)     824.73  (feet)  COMP
 GC0878  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GC0878
 GC0878  VERT ORDER  -  SECOND    CLASS 0
 GC0878
 GC0878.The horizontal coordinates were scaled from a topographic map and have
 GC0878.an estimated accuracy of +/- 6 seconds.
 GC0878
 GC0878.The orthometric height was determined by differential leveling
 GC0878.and adjusted by the National Geodetic Survey in June 1991..
 GC0878
 GC0878.The geoid height was determined by GEOID03.
 GC0878
 GC0878.The dynamic height is computed by dividing the NAVD 88
 GC0878.geopotential number by the normal gravity value computed on the
 GC0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0878.degrees latitude (g = 980.6199 gals.).
 GC0878
 GC0878.The modeled gravity was interpolated from observed gravity values.
 GC0878
 GC0878;                    North         East    Units  Estimated Accuracy
 GC0878;SPC TN       -   220,450.      522,650.      MT  (+/- 180 meters Scaled)
 GC0878
 GC0878                          SUPERSEDED SURVEY CONTROL
 GC0878
 GC0878  NGVD 29 (??/??/92)  251.639  (m)          825.59   (f) ADJ UNCH    2 0
 GC0878
 GC0878.Superseded values are not recommended for survey control.
 GC0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0878.See file dsdata.txt to determine how the superseded data were derived.
 GC0878
 GC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF124191(NAD 83)
 GC0878_MARKER: DD = SURVEY DISK
 GC0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0878_STAMPING: B 30
 GC0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0878+STABILITY: SURFACE MOTION
 GC0878
 GC0878  HISTORY     - Date     Condition        Report By
 GC0878  HISTORY     - UNK      MONUMENTED       TNHD
 GC0878  HISTORY     - 1965     GOOD             TNHD
 GC0878
 GC0878                          STATION DESCRIPTION
 GC0878
 GC0878'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0878'0.3 MI E FROM JOELTON.
 GC0878'FROM THE INTERSECTION OF UNION HILL ROAD AND U.S. HIGHWAY 431
 GC0878'IN JOELTON, GO EASTERLY ON UNION HILL ROAD FOR 0.3 MILE TO THE
 GC0878'INTERSECTION OF UNION HILL ROAD AND CLAYLICK ROAD AND THE
 GC0878'MARK ON THE RIGHT, 41 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC0878'THE INTERSECTION, 30 FEET EAST OF A 2-FOOT TREE AND 4 FEET NORTH
 GC0878'OF A WOODEN FENCE.  IT IS A METAL DISK SET IN THE TOP OF A
 GC0878'4-INCH, ROUND, CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES
 GC0878'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2134 ***********************************************************************
 FE2134  DESIGNATION -  B 300
 FE2134  PID         -  FE2134
 FE2134  STATE/COUNTY-  TN/HARDEMAN
 FE2134  USGS QUAD   -  POCAHONTAS (1950)
 FE2134
 FE2134                         *CURRENT SURVEY CONTROL
 FE2134  ___________________________________________________________________
 FE2134* NAD 83(1986)-  35 02 48.     (N)    088 48 28.     (W)     SCALED    
 FE2134* NAVD 88     -       120.997  (meters)     396.97   (feet)  ADJUSTED  
 FE2134  ___________________________________________________________________
 FE2134  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2134  DYNAMIC HT  -         120.882 (meters)     396.59  (feet)  COMP
 FE2134  MODELED GRAV-     979,681.0   (mgal)                       NAVD 88
 FE2134
 FE2134  VERT ORDER  -  FIRST     CLASS II
 FE2134
 FE2134.The horizontal coordinates were scaled from a topographic map and have
 FE2134.an estimated accuracy of +/- 6 seconds.
 FE2134
 FE2134.The orthometric height was determined by differential leveling
 FE2134.and adjusted by the National Geodetic Survey in June 1991..
 FE2134
 FE2134.The geoid height was determined by GEOID03.
 FE2134
 FE2134.The dynamic height is computed by dividing the NAVD 88
 FE2134.geopotential number by the normal gravity value computed on the
 FE2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2134.degrees latitude (g = 980.6199 gals.).
 FE2134
 FE2134.The modeled gravity was interpolated from observed gravity values.
 FE2134
 FE2134;                    North         East    Units  Estimated Accuracy
 FE2134;SPC TN       -    82,820.      343,850.      MT  (+/- 180 meters Scaled)
 FE2134
 FE2134                          SUPERSEDED SURVEY CONTROL
 FE2134
 FE2134.No superseded survey control is available for this station.
 FE2134
 FE2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD351797(NAD 83)
 FE2134_MARKER: I = METAL ROD
 FE2134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2134_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2134_STAMPING: B 300 1983
 FE2134_MARK LOGO: NGS   
 FE2134_PROJECTION: RECESSED 4 CENTIMETERS
 FE2134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2134+STABILITY: POSITION/ELEVATION WELL
 FE2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2134+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2134_ROD/PIPE-DEPTH: 20.7 meters
 FE2134_SLEEVE-DEPTH  : 6.09 meters
 FE2134
 FE2134  HISTORY     - Date     Condition        Report By
 FE2134  HISTORY     - 1983     MONUMENTED       NGS
 FE2134  HISTORY     - 20020919 GOOD             USACE
 FE2134
 FE2134                          STATION DESCRIPTION
 FE2134
 FE2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2134'IN POCAHONTAS.
 FE2134'IN POCAHONTAS, SET IN THE LAWN AT THE NORTHEAST CORNER OF THE MAIN
 FE2134'POST OFFICE, 31.69 METERS (104.0 FT) SOUTH OF THE CENTERLINE OF STATE
 FE2134'HIGHWAY 57, 17.07 METERS (56.0 FT) SOUTHWEST OF A LIGHT POLE,
 FE2134'17.58 METERS (57.7 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 FE2134'3.04 METERS (10.0 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 FE2134'BUILDING, AND 1.07 METERS (3.5 FT) SOUTH OF THE FLAGPOLE.
 FE2134'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2134
 FE2134                          STATION RECOVERY (2002)
 FE2134
 FE2134'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1351 ***********************************************************************
 FD1351  CBN         -  This is a Cooperative Base Network Control Station.
 FD1351  DESIGNATION -  B 301
 FD1351  PID         -  FD1351
 FD1351  STATE/COUNTY-  TN/LAWRENCE
 FD1351  USGS QUAD   -  ST JOSEPH (1976)
 FD1351
 FD1351                         *CURRENT SURVEY CONTROL
 FD1351  ___________________________________________________________________
 FD1351* NAD 83(1995)-  35 01 06.96534(N)    087 35 04.51851(W)     ADJUSTED  
 FD1351* NAVD 88     -       197.681  (meters)     648.56   (feet)  ADJUSTED  
 FD1351  ___________________________________________________________________
 FD1351  X           -     220,389.171 (meters)                     COMP
 FD1351  Y           -  -5,224,736.186 (meters)                     COMP
 FD1351  Z           -   3,639,654.873 (meters)                     COMP
 FD1351  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FD1351  ELLIP HEIGHT-         170.26  (meters)          (08/03/04) GPS OBS
 FD1351  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FD1351  DYNAMIC HT  -         197.495 (meters)     647.95  (feet)  COMP
 FD1351  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FD1351
 FD1351  HORZ ORDER  -  A
 FD1351  VERT ORDER  -  FIRST     CLASS II
 FD1351  ELLP ORDER  -  FOURTH    CLASS I
 FD1351
 FD1351.The horizontal coordinates were established by GPS observations
 FD1351.and adjusted by the National Geodetic Survey in August 2004..
 FD1351
 FD1351.The orthometric height was determined by differential leveling
 FD1351.and adjusted by the National Geodetic Survey in June 1991..
 FD1351
 FD1351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1351
 FD1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1351
 FD1351.The ellipsoidal height was determined by GPS observations
 FD1351.and is referenced to NAD 83.
 FD1351
 FD1351.The geoid height was determined by GEOID03.
 FD1351
 FD1351.The dynamic height is computed by dividing the NAVD 88
 FD1351.geopotential number by the normal gravity value computed on the
 FD1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1351.degrees latitude (g = 980.6199 gals.).
 FD1351
 FD1351.The modeled gravity was interpolated from observed gravity values.
 FD1351
 FD1351;                    North         East     Units Scale Factor Converg.
 FD1351;SPC TN       -    77,202.718   455,377.810   MT  1.00004889   -0 55 39.7
 FD1351;SPC TN       -   253,289.25  1,494,018.70   sFT  1.00004889   -0 55 39.7
 FD1351;UTM  16      - 3,875,262.034   446,667.091   MT  0.99963505   -0 20 07.7
 FD1351
 FD1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1351!SPC TN       -   0.99997328  x   1.00004889  =   1.00002216
 FD1351!UTM  16      -   0.99997328  x   0.99963505  =   0.99960834
 FD1351
 FD1351                          SUPERSEDED SURVEY CONTROL
 FD1351
 FD1351  NAVD 88 (08/03/04)  197.68   (m)          648.6    (f) LEVELING    3  
 FD1351
 FD1351.Superseded values are not recommended for survey control.
 FD1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1351.See file dsdata.txt to determine how the superseded data were derived.
 FD1351
 FD1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4666775262(NAD 83)
 FD1351_MARKER: I = METAL ROD
 FD1351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1351_SP_SET: STAINLESS STEEL ROD
 FD1351_STAMPING: B 301 1983
 FD1351_MARK LOGO: NGS   
 FD1351_PROJECTION: RECESSED 3 CENTIMETERS
 FD1351_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1351+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1351_ROD/PIPE-DEPTH: 4.27 meters
 FD1351
 FD1351  HISTORY     - Date     Condition        Report By
 FD1351  HISTORY     - 1983     MONUMENTED       NGS
 FD1351  HISTORY     - 20020520 GOOD             TNDT
 FD1351  HISTORY     - 20031010 GOOD             TNDT
 FD1351
 FD1351                          STATION DESCRIPTION
 FD1351
 FD1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1351'0.5 KM (0.3 MI) SOUTH FROM IRON CITY.
 FD1351'0.1 KM (0.05 MI) WEST ALONG EAST SECOND STREET FROM THE POST OFFICE IN
 FD1351'IRON CITY TO THE JUNCTION OF SOUTH POPLAR AVENUE, THENCE 0.4 KM
 FD1351'(0.25 MI) SOUTH ALONG SOUTH POPLAR AVENUE TO THE IRON CITY SCHOOL AND
 FD1351'THE MARK ON THE RIGHT, 78.79 METERS (258.5 FT) WEST OF THE APPROXIMATE
 FD1351'CENTER OF SOUTH POPLAR AVENUE, 16.89 METERS (55.4 FT) SOUTHEAST OF THE
 FD1351'NORTHEAST CORNER OF THE IRON CITY SCHOOL, 12.86 METERS (42.2 FT)
 FD1351'NORTHEAST OF THE MAIN ENTRANCE TO THE SCHOOL BUILDING, 7.10 METERS
 FD1351'(23.3 FT) NORTH OF THE NORTH EDGE OF THE SIDEWALK LEADING TO THE MAIN
 FD1351'ENTRANCE, AND 0.49 METERS (1.6 FT) SOUTH OF A FLAGPOLE.
 FD1351'THE MARK IS 6.09 M ABOVE AVENUE.
 FD1351
 FD1351                          STATION RECOVERY (2002)
 FD1351
 FD1351'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1351'RECOVERED IN GOOD CONDITION.
 FD1351
 FD1351                          STATION RECOVERY (2003)
 FD1351
 FD1351'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1351'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1383 ***********************************************************************
 FD1383  DESIGNATION -  B 302
 FD1383  PID         -  FD1383
 FD1383  STATE/COUNTY-  TN/MAURY
 FD1383  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1383
 FD1383                         *CURRENT SURVEY CONTROL
 FD1383  ___________________________________________________________________
 FD1383* NAD 83(1986)-  35 34 26.     (N)    087 08 26.     (W)     SCALED    
 FD1383* NAVD 88     -       215.984  (meters)     708.61   (feet)  ADJUSTED  
 FD1383  ___________________________________________________________________
 FD1383  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1383  DYNAMIC HT  -         215.790 (meters)     707.97  (feet)  COMP
 FD1383  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FD1383
 FD1383  VERT ORDER  -  FIRST     CLASS II
 FD1383
 FD1383.The horizontal coordinates were scaled from a topographic map and have
 FD1383.an estimated accuracy of +/- 6 seconds.
 FD1383
 FD1383.The orthometric height was determined by differential leveling
 FD1383.and adjusted by the National Geodetic Survey in June 1991..
 FD1383
 FD1383.The geoid height was determined by GEOID03.
 FD1383
 FD1383.The dynamic height is computed by dividing the NAVD 88
 FD1383.geopotential number by the normal gravity value computed on the
 FD1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1383.degrees latitude (g = 980.6199 gals.).
 FD1383
 FD1383.The modeled gravity was interpolated from observed gravity values.
 FD1383
 FD1383;                    North         East    Units  Estimated Accuracy
 FD1383;SPC TN       -   138,240.      496,620.      MT  (+/- 180 meters Scaled)
 FD1383
 FD1383                          SUPERSEDED SURVEY CONTROL
 FD1383
 FD1383.No superseded survey control is available for this station.
 FD1383
 FD1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE872366(NAD 83)
 FD1383_MARKER: I = METAL ROD
 FD1383_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1383+WITH SETTING: INFORMATION.
 FD1383_SP_SET: SHALLOW SET METAL ROD
 FD1383_STAMPING: B 302 1984
 FD1383_MARK LOGO: NGS   
 FD1383_PROJECTION: FLUSH
 FD1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1383_ROD/PIPE-DEPTH: 2.44 meters
 FD1383
 FD1383  HISTORY     - Date     Condition        Report By
 FD1383  HISTORY     - 1984     MONUMENTED       NGS
 FD1383  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD1383
 FD1383                          STATION DESCRIPTION
 FD1383
 FD1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1383'7.6 KM (4.75 MI) NORTH FROM MOUNT PLEASANT.
 FD1383'7.6 KM (4.75 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1383'MOUNT PLEASANT TO THE JUNCTION OF ASHWOOD ROAD AND THE MARK IN THE
 FD1383'NORTHWEST ANGLE OF THE INTERSECTION, 12.41 METERS (40.7 FT) NORTHWEST
 FD1383'OF THE CENTERLINE OF THE HIGHWAY, 11.00 METERS (36.1 FT) NORTHEAST OF
 FD1383'THE APPROXIMATE CENTER OF ASHWOOD ROAD, 3.72 METERS (12.2 FT)
 FD1383'NORTHWEST OF A POWERLINE POLE WITH 3 GUY WIRES, 3.08 METERS (10.1 FT)
 FD1383'SOUTHWEST OF A ZION FREEWILL BAPTIST CHURCH SIGN, AND 2.26 METERS
 FD1383'(7.4 FT) SOUTHEAST OF THE SOUTHEAST BRACEPOST OF A BILLBOARD.
 FD1383'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD1383'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD1383
 FD1383                          STATION RECOVERY (2002)
 FD1383
 FD1383'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1364 ***********************************************************************
 FD1364  DESIGNATION -  B 303
 FD1364  PID         -  FD1364
 FD1364  STATE/COUNTY-  TN/LAWRENCE
 FD1364  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1364
 FD1364                         *CURRENT SURVEY CONTROL
 FD1364  ___________________________________________________________________
 FD1364* NAD 83(1986)-  35 14 28.     (N)    087 20 06.     (W)     SCALED    
 FD1364* NAVD 88     -       270.659  (meters)     887.99   (feet)  ADJUSTED  
 FD1364  ___________________________________________________________________
 FD1364  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD1364  DYNAMIC HT  -         270.401 (meters)     887.14  (feet)  COMP
 FD1364  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 FD1364
 FD1364  VERT ORDER  -  FIRST     CLASS II
 FD1364
 FD1364.The horizontal coordinates were scaled from a topographic map and have
 FD1364.an estimated accuracy of +/- 6 seconds.
 FD1364
 FD1364.The orthometric height was determined by differential leveling
 FD1364.and adjusted by the National Geodetic Survey in June 1991..
 FD1364
 FD1364.The geoid height was determined by GEOID03.
 FD1364
 FD1364.The dynamic height is computed by dividing the NAVD 88
 FD1364.geopotential number by the normal gravity value computed on the
 FD1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1364.degrees latitude (g = 980.6199 gals.).
 FD1364
 FD1364.The modeled gravity was interpolated from observed gravity values.
 FD1364
 FD1364;                    North         East    Units  Estimated Accuracy
 FD1364;SPC TN       -   101,550.      478,490.      MT  (+/- 180 meters Scaled)
 FD1364
 FD1364                          SUPERSEDED SURVEY CONTROL
 FD1364
 FD1364.No superseded survey control is available for this station.
 FD1364
 FD1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD695998(NAD 83)
 FD1364_MARKER: I = METAL ROD
 FD1364_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1364_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1364_STAMPING: B 303 1984
 FD1364_MARK LOGO: NGS   
 FD1364_PROJECTION: RECESSED 2 CENTIMETERS
 FD1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1364+STABILITY: POSITION/ELEVATION WELL
 FD1364_ROD/PIPE-DEPTH: 9.97 meters
 FD1364_SLEEVE-DEPTH  : 6.09 meters
 FD1364
 FD1364  HISTORY     - Date     Condition        Report By
 FD1364  HISTORY     - 1984     MONUMENTED       NGS
 FD1364  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD1364
 FD1364                          STATION DESCRIPTION
 FD1364
 FD1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1364'IN LAWRENCEBURG.
 FD1364'IN LAWRENCEBURG, IN THE LAWN ON THE TOWN SQUARE BETWEEN TWO SIDEWALKS
 FD1364'AND BETWEEN THE FLAGPOLE AND THE DAVID CROCKETT MONUMENT, 5.5 METERS
 FD1364'(18.2 FT) SOUTH OF THE SOUTH FACE OF THE MONUMENT, 3.84 METERS
 FD1364'(12.6 FT) NORTH OF THE FLAGPOLE, 1.40 METERS (4.6 FT) EAST OF THE EAST
 FD1364'EDGE OF THE NORTH-SOUTH SIDEWALK ON THE WEST SIDE, 1.79 METERS
 FD1364'(5.9 FT) WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK ON THE EAST
 FD1364'SIDE, AND 4.99 METERS (16.4 FT) SOUTH OF BENCH MARK Y 9 RESET 1971.
 FD1364'THE MARK IS ABOVE LEVEL WITH SIDEWALKS.
 FD1364
 FD1364                          STATION RECOVERY (2001)
 FD1364
 FD1364'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD1364'LOCATION OF MARK IS NOW COVERED BY A CONCRETE BASE SUPPORTING A LIGHT
 FD1364'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1973 ***********************************************************************
 GC1973  DESIGNATION -  B 304
 GC1973  PID         -  GC1973
 GC1973  STATE/COUNTY-  TN/DAVIDSON
 GC1973  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1973
 GC1973                         *CURRENT SURVEY CONTROL
 GC1973  ___________________________________________________________________
 GC1973* NAD 83(1986)-  36 11 54.     (N)    086 50 33.     (W)     SCALED    
 GC1973* NAVD 88     -       153.885  (meters)     504.87   (feet)  ADJUSTED  
 GC1973  ___________________________________________________________________
 GC1973  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1973  DYNAMIC HT  -         153.752 (meters)     504.43  (feet)  COMP
 GC1973  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GC1973
 GC1973  VERT ORDER  -  FIRST     CLASS II
 GC1973
 GC1973.The horizontal coordinates were scaled from a topographic map and have
 GC1973.an estimated accuracy of +/- 6 seconds.
 GC1973
 GC1973.The orthometric height was determined by differential leveling
 GC1973.and adjusted by the National Geodetic Survey in June 1991..
 GC1973
 GC1973.The geoid height was determined by GEOID03.
 GC1973
 GC1973.The dynamic height is computed by dividing the NAVD 88
 GC1973.geopotential number by the normal gravity value computed on the
 GC1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1973.degrees latitude (g = 980.6199 gals.).
 GC1973
 GC1973.The modeled gravity was interpolated from observed gravity values.
 GC1973
 GC1973;                    North         East    Units  Estimated Accuracy
 GC1973;SPC TN       -   207,250.      524,230.      MT  (+/- 180 meters Scaled)
 GC1973
 GC1973                          SUPERSEDED SURVEY CONTROL
 GC1973
 GC1973.No superseded survey control is available for this station.
 GC1973
 GC1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF141059(NAD 83)
 GC1973_MARKER: DB = BENCH MARK DISK
 GC1973_SETTING: 66 = SET IN ROCK OUTCROP
 GC1973_SP_SET: ROCK OUTCROP
 GC1973_STAMPING: B 304 1984
 GC1973_MARK LOGO: NGS   
 GC1973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1973+STABILITY: POSITION/ELEVATION WELL
 GC1973
 GC1973  HISTORY     - Date     Condition        Report By
 GC1973  HISTORY     - 1984     MONUMENTED       NGS
 GC1973
 GC1973                          STATION DESCRIPTION
 GC1973
 GC1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1973'1.6 KM (1.0 MI) NW FROM NASHVILLE.
 GC1973'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 41 FROM THE
 GC1973'NORTHWEST END OF THE CUMBERLAND RIVER BRIDGE IN NASHVILLE, THENCE
 GC1973'0.5 KM (0.3 MI) WEST-NORTHWEST ALONG STATE ROUTE 12 TO THE MARK ON THE
 GC1973'LEFT, A DISK SET IN BEDROCK, 8.87 METERS (29.1 FT) SOUTH OF THE
 GC1973'CENTERLINE OF THE STATE ROUTE 12, 14.33 METERS (47.0 FT) NORTH OF THE
 GC1973'NORTHEAST CORNER OF THE 2ND CINDER BLOCK BUILDING FROM THE WEST END OF
 GC1973'FOUR, 13.81 METERS (45.3 FT) EAST OF THE APPROXIMATE CENTER OF THE
 GC1973'WEST DRIVEWAY TO FOUR CINDER BLOCK BUILDINGS, 9.11 METERS (29.9 FT)
 GC1973'WEST OF THE APPROXIMATE CENTER OF THE EAST DRIVEWAY TO THE BUILDINGS,
 GC1973'AND 1.80 METERS (5.9 FT) SOUTHWEST OF A POWERLINE POLE.
 GC1973'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 GC1973'THE MARK IS ABOVE LEVEL WITH ROUTE 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1997 ***********************************************************************
 GC1997  DESIGNATION -  B 305
 GC1997  PID         -  GC1997
 GC1997  STATE/COUNTY-  TN/CHEATHAM
 GC1997  USGS QUAD   -  HENRIETTA (1983)
 GC1997
 GC1997                         *CURRENT SURVEY CONTROL
 GC1997  ___________________________________________________________________
 GC1997* NAD 83(1986)-  36 22 53.     (N)    087 11 15.     (W)     SCALED    
 GC1997* NAVD 88     -       140.769  (meters)     461.84   (feet)  ADJUSTED  
 GC1997  ___________________________________________________________________
 GC1997  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC1997  DYNAMIC HT  -         140.651 (meters)     461.45  (feet)  COMP
 GC1997  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 GC1997
 GC1997  VERT ORDER  -  FIRST     CLASS II
 GC1997
 GC1997.The horizontal coordinates were scaled from a topographic map and have
 GC1997.an estimated accuracy of +/- 6 seconds.
 GC1997
 GC1997.The orthometric height was determined by differential leveling
 GC1997.and adjusted by the National Geodetic Survey in June 1991..
 GC1997
 GC1997.The geoid height was determined by GEOID03.
 GC1997
 GC1997.The dynamic height is computed by dividing the NAVD 88
 GC1997.geopotential number by the normal gravity value computed on the
 GC1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1997.degrees latitude (g = 980.6199 gals.).
 GC1997
 GC1997.The modeled gravity was interpolated from observed gravity values.
 GC1997
 GC1997;                    North         East    Units  Estimated Accuracy
 GC1997;SPC TN       -   227,880.      493,450.      MT  (+/- 180 meters Scaled)
 GC1997
 GC1997                          SUPERSEDED SURVEY CONTROL
 GC1997
 GC1997.No superseded survey control is available for this station.
 GC1997
 GC1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF831262(NAD 83)
 GC1997_MARKER: DB = BENCH MARK DISK
 GC1997_SETTING: 66 = SET IN ROCK OUTCROP
 GC1997_SP_SET: ROCK OUTCROP
 GC1997_STAMPING: B 305 1984
 GC1997_MARK LOGO: NGS   
 GC1997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1997+STABILITY: POSITION/ELEVATION WELL
 GC1997
 GC1997  HISTORY     - Date     Condition        Report By
 GC1997  HISTORY     - 1984     MONUMENTED       NGS
 GC1997
 GC1997                          STATION DESCRIPTION
 GC1997
 GC1997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1997'6.8 KM (4.25 MI) NW FROM CHEAP HILL.
 GC1997'6.8 KM (4.25 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1997'IN CHEAP HILL TO A LARGE ROCK IN THE CUT BANK AND THE MARK ON THE
 GC1997'LEFT, A DISK SET VERTICALLY IN THE NORTHEAST FACE OF THE ROCK, 0.2 KM
 GC1997'(0.1 MI) SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE BRIDGE OVER
 GC1997'HALF-PONE CREEK, 8.20 METERS (26.9 FT) SOUTHWEST OF THE CENTERLINE OF
 GC1997'THE HIGHWAY, AND 0.49 METERS (1.6 FT) SOUTHEAST OF THE NORTHWEST EDGE
 GC1997'OF THE ROCK.
 GC1997'THE MARK IS 0.91 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2284 ***********************************************************************
 FF2284  DESIGNATION -  B 307
 FF2284  PID         -  FF2284
 FF2284  STATE/COUNTY-  TN/SHELBY
 FF2284  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2284
 FF2284                         *CURRENT SURVEY CONTROL
 FF2284  ___________________________________________________________________
 FF2284* NAD 83(1986)-  35 02 33.     (N)    090 04 00.     (W)     SCALED    
 FF2284* NAVD 88     -        84.775  (meters)     278.13   (feet)  ADJUSTED  
 FF2284  ___________________________________________________________________
 FF2284  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2284  DYNAMIC HT  -          84.696 (meters)     277.87  (feet)  COMP
 FF2284  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 FF2284
 FF2284  VERT ORDER  -  FIRST     CLASS II
 FF2284
 FF2284.The horizontal coordinates were scaled from a topographic map and have
 FF2284.an estimated accuracy of +/- 6 seconds.
 FF2284
 FF2284.The orthometric height was determined by differential leveling
 FF2284.and adjusted by the National Geodetic Survey in July 1994..
 FF2284
 FF2284.The geoid height was determined by GEOID03.
 FF2284
 FF2284.The dynamic height is computed by dividing the NAVD 88
 FF2284.geopotential number by the normal gravity value computed on the
 FF2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2284.degrees latitude (g = 980.6199 gals.).
 FF2284
 FF2284.The modeled gravity was interpolated from observed gravity values.
 FF2284
 FF2284;                    North         East    Units  Estimated Accuracy
 FF2284;SPC TN       -    86,390.      229,040.      MT  (+/- 180 meters Scaled)
 FF2284
 FF2284                          SUPERSEDED SURVEY CONTROL
 FF2284
 FF2284.No superseded survey control is available for this station.
 FF2284
 FF2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU675816(NAD 83)
 FF2284_MARKER: I = METAL ROD
 FF2284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2284_SP_SET: STAINLESS STEEL ROD
 FF2284_STAMPING: B 307 1991
 FF2284_MARK LOGO: NGS   
 FF2284_PROJECTION: RECESSED 10 CENTIMETERS
 FF2284_MAGNETIC: I = MARKER IS A STEEL ROD
 FF2284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF2284+STABILITY: POSITION/ELEVATION WELL
 FF2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2284+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF2284_ROD/PIPE-DEPTH: 9.8  meters
 FF2284
 FF2284  HISTORY     - Date     Condition        Report By
 FF2284  HISTORY     - 1991     MONUMENTED       NGS
 FF2284  HISTORY     - 19940828 GOOD             TN1620
 FF2284  HISTORY     - 20021028 GOOD             USACE
 FF2284
 FF2284                          STATION DESCRIPTION
 FF2284
 FF2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FF2284'IN MEMPHIS, AT THE INTERSECTION OF U.S. HIGHWAY 61 (SOUTH 3RD STREET)
 FF2284'AND LEVI ROAD, 81.4 M (267.1 FT) WEST OF THE CENTER OF THE SOUTHBOUND
 FF2284'LANES OF THE HIGHWAY, 10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF THE
 FF2284'ROAD, 0.5 M (1.6 FT) EAST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF
 FF2284'A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 FF2284'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FF2284
 FF2284                          STATION RECOVERY (1994)
 FF2284
 FF2284'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF2284'RECOVERED IN GOOD CONDITION.
 FF2284
 FF2284                          STATION RECOVERY (2002)
 FF2284
 FF2284'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5901 ***********************************************************************
 AA5901  DESIGNATION -  B 308
 AA5901  PID         -  AA5901
 AA5901  STATE/COUNTY-  TN/SHELBY
 AA5901  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AA5901
 AA5901                         *CURRENT SURVEY CONTROL
 AA5901  ___________________________________________________________________
 AA5901* NAD 83(1986)-  35 05 08.     (N)    089 58 14.     (W)     SCALED    
 AA5901* NAVD 88     -        84.809  (meters)     278.24   (feet)  ADJUSTED  
 AA5901  ___________________________________________________________________
 AA5901  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA5901  DYNAMIC HT  -          84.731 (meters)     277.99  (feet)  COMP
 AA5901  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 AA5901
 AA5901  VERT ORDER  -  FIRST     CLASS II
 AA5901
 AA5901.The horizontal coordinates were scaled from a topographic map and have
 AA5901.an estimated accuracy of +/- 6 seconds.
 AA5901
 AA5901.The orthometric height was determined by differential leveling
 AA5901.and adjusted by the National Geodetic Survey in April 2001..
 AA5901
 AA5901.The geoid height was determined by GEOID03.
 AA5901
 AA5901.The dynamic height is computed by dividing the NAVD 88
 AA5901.geopotential number by the normal gravity value computed on the
 AA5901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5901.degrees latitude (g = 980.6199 gals.).
 AA5901
 AA5901.The modeled gravity was interpolated from observed gravity values.
 AA5901
 AA5901;                    North         East    Units  Estimated Accuracy
 AA5901;SPC TN       -    90,800.      238,000.      MT  (+/- 180 meters Scaled)
 AA5901
 AA5901                          SUPERSEDED SURVEY CONTROL
 AA5901
 AA5901.No superseded survey control is available for this station.
 AA5901
 AA5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD291865(NAD 83)
 AA5901_MARKER: DD = SURVEY DISK
 AA5901_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA5901_SP_SET: CULVERT HEADWALL
 AA5901_STAMPING: B 308 1995
 AA5901_MARK LOGO: NOS   
 AA5901_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5901+STABILITY: SURFACE MOTION
 AA5901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5901+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AA5901
 AA5901  HISTORY     - Date     Condition        Report By
 AA5901  HISTORY     - 1995     MONUMENTED       NGS
 AA5901  HISTORY     - 20021016 GOOD             USACE
 AA5901
 AA5901                          STATION DESCRIPTION
 AA5901
 AA5901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA5901'THE STATION IS LOCATED AT THE INTERSECTION OF THE ST.  LOUIS-SAN
 AA5901'FRANCISCO RAILROAD LINE AND PENDLETON STREET.  TO REACH THE STATION
 AA5901'FROM THE INTERSECTION OF INTERSTATE 240 AND U.S.  HIGHWAY 78 (LAMAR
 AA5901'AVE.), GO NORTH ON U.S.  78 FOR 1.1 MI (1.8 KM) TO THE THREEWAY
 AA5901'INTERSECTION OF U.S.  78 (LAMAR AVE.), KIMBALL AVE.  AND PENDLETON ST.
 AA5901'THENCE, GO SOUTH ON PENDLETON ST.  FOR 0.6 MI (1.0 KM) TO THE RAILROAD
 AA5901'CROSSING, AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE
 AA5901'WEST END WALL OF A PIPE CULVERT CROSSING PENDLETON ST.  JUST SOUTH OF
 AA5901'THE RAILROAD CROSSING.  THE STATION IS 48 FT (14.6 M) NORTH OF A
 AA5901'POWERPOLE (NO.  76356) , 40 FT (12.2 M) WEST OF THE CENTERLINE OF
 AA5901'PENDLETON ST.  AND 25 FT (7.6 M) SOUTH OF THE SOUTHERN TRACK
 AA5901'CENTERLINE.
 AA5901
 AA5901                          STATION RECOVERY (2002)
 AA5901
 AA5901'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 AA5901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1071 ***********************************************************************
 FD1071  DESIGNATION -  B 31
 FD1071  PID         -  FD1071
 FD1071  STATE/COUNTY-  TN/PERRY
 FD1071  USGS QUAD   -  LINDEN (1968)
 FD1071
 FD1071                         *CURRENT SURVEY CONTROL
 FD1071  ___________________________________________________________________
 FD1071* NAD 83(1986)-  35 37 22.     (N)    087 50 02.     (W)     SCALED    
 FD1071* NAVD 88     -       151.051  (meters)     495.57   (feet)  ADJUSTED  
 FD1071  ___________________________________________________________________
 FD1071  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1071  DYNAMIC HT  -         150.915 (meters)     495.13  (feet)  COMP
 FD1071  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FD1071
 FD1071  VERT ORDER  -  SECOND    CLASS 0
 FD1071
 FD1071.The horizontal coordinates were scaled from a topographic map and have
 FD1071.an estimated accuracy of +/- 6 seconds.
 FD1071
 FD1071.The orthometric height was determined by differential leveling
 FD1071.and adjusted by the National Geodetic Survey in June 1991..
 FD1071
 FD1071.The geoid height was determined by GEOID03.
 FD1071
 FD1071.The dynamic height is computed by dividing the NAVD 88
 FD1071.geopotential number by the normal gravity value computed on the
 FD1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1071.degrees latitude (g = 980.6199 gals.).
 FD1071
 FD1071.The modeled gravity was interpolated from observed gravity values.
 FD1071
 FD1071;                    North         East    Units  Estimated Accuracy
 FD1071;SPC TN       -   144,620.      433,880.      MT  (+/- 180 meters Scaled)
 FD1071
 FD1071                          SUPERSEDED SURVEY CONTROL
 FD1071
 FD1071  NGVD 29 (??/??/92)  151.047  (m)          495.56   (f) ADJ UNCH    2 0
 FD1071
 FD1071.Superseded values are not recommended for survey control.
 FD1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1071.See file dsdata.txt to determine how the superseded data were derived.
 FD1071
 FD1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE244424(NAD 83)
 FD1071_MARKER: DB = BENCH MARK DISK
 FD1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1071_STAMPING: B 31 1934
 FD1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1071+STABILITY: SURFACE MOTION
 FD1071
 FD1071  HISTORY     - Date     Condition        Report By
 FD1071  HISTORY     - 1934     MONUMENTED       CGS
 FD1071  HISTORY     - 1949     MARK NOT FOUND   NGS
 FD1071
 FD1071                          STATION DESCRIPTION
 FD1071
 FD1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1071'0.5 MI N FROM LINDEN.
 FD1071'0.5 MILE NORTH ALONG STATE HIGHWAY 13 FROM LINDEN, PERRY COUNTY,
 FD1071'200 YARDS NORTH OF THE 1934 CITY LIMITS SIGN, AT THE FIRST
 FD1071'HOUSE NORTH OF TOWN ON THE WEST SIDE OF THE HIGHWAY, 21 FEET
 FD1071'WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF A GATE
 FD1071'AT A FENCE CORNER, AND 2 FEET WEST OF THE FENCE.  A STANDARD
 FD1071'DISK, STAMPED B 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD1071'NOTE-- STATE HIGHWAY 13 HAS BEEN RELOCATED AND THIS MARK IS ON
 FD1071'THE OLD HIGHWAY.  A GRADED STREET LEADS WEST FROM THE OLD
 FD1071'HIGHWAY BED PRESUMABLY WHERE THE GATE MENTIONED IN THE DESCRIPTION
 FD1071'HAD BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0879 ***********************************************************************
 GC0879  DESIGNATION -  B 31
 GC0879  PID         -  GC0879
 GC0879  STATE/COUNTY-  TN/DAVIDSON
 GC0879  USGS QUAD   -  WHITES CREEK (1994)
 GC0879
 GC0879                         *CURRENT SURVEY CONTROL
 GC0879  ___________________________________________________________________
 GC0879* NAD 83(1986)-  36 19 17.     (N)    086 51 42.     (W)     SCALED    
 GC0879* NAVD 88     -       253.198  (meters)     830.70   (feet)  ADJUSTED  
 GC0879  ___________________________________________________________________
 GC0879  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0879  DYNAMIC HT  -         252.980 (meters)     829.99  (feet)  COMP
 GC0879  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0879
 GC0879  VERT ORDER  -  SECOND    CLASS 0
 GC0879
 GC0879.The horizontal coordinates were scaled from a topographic map and have
 GC0879.an estimated accuracy of +/- 6 seconds.
 GC0879
 GC0879.The orthometric height was determined by differential leveling
 GC0879.and adjusted by the National Geodetic Survey in June 1991..
 GC0879
 GC0879.The geoid height was determined by GEOID03.
 GC0879
 GC0879.The dynamic height is computed by dividing the NAVD 88
 GC0879.geopotential number by the normal gravity value computed on the
 GC0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0879.degrees latitude (g = 980.6199 gals.).
 GC0879
 GC0879.The modeled gravity was interpolated from observed gravity values.
 GC0879
 GC0879;                    North         East    Units  Estimated Accuracy
 GC0879;SPC TN       -   220,920.      522,630.      MT  (+/- 180 meters Scaled)
 GC0879
 GC0879                          SUPERSEDED SURVEY CONTROL
 GC0879
 GC0879  NGVD 29 (??/??/92)  253.242  (m)          830.84   (f) ADJ UNCH    2 0
 GC0879
 GC0879.Superseded values are not recommended for survey control.
 GC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0879.See file dsdata.txt to determine how the superseded data were derived.
 GC0879
 GC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF124196(NAD 83)
 GC0879_MARKER: DD = SURVEY DISK
 GC0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0879_STAMPING: B 31
 GC0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0879+STABILITY: SURFACE MOTION
 GC0879
 GC0879  HISTORY     - Date     Condition        Report By
 GC0879  HISTORY     - UNK      MONUMENTED       TNHD
 GC0879  HISTORY     - 1965     GOOD             TNHD
 GC0879
 GC0879                          STATION DESCRIPTION
 GC0879
 GC0879'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0879'0.4 MI NE FROM JOELTON.
 GC0879'FROM THE INTERSECTION OF UNION HILL ROAD AND U.S. HIGHWAY 431
 GC0879'IN JOELTON, GO EASTERLY, THEN NORTHERLY FOR 0.5 MILE ON UNION
 GC0879'HILL ROAD TO A SHORT GRAVELED DRIVE AND THE MARK ON THE RIGHT,
 GC0879'27 FEET EAST OF THE APPROXIMATE CENTER OF UNION HILL ROAD, 25 FEET
 GC0879'SOUTHWEST OF A 2-FOOT ELM TREE AND 11 FEET NORTH OF THE APPROXIMATE
 GC0879'CENTER OF THE GRAVELED DRIVE.  IT IS A METAL DISK SET IN THE
 GC0879'TOP OF A 4-INCH, ROUND, CONCRETE MONUMENT PROJECTING ABOUT
 GC0879'4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1481 ***********************************************************************
 FC1481  DESIGNATION -  B 32
 FC1481  PID         -  FC1481
 FC1481  STATE/COUNTY-  TN/WARREN
 FC1481  USGS QUAD   -  CENTERTOWN (1984)
 FC1481
 FC1481                         *CURRENT SURVEY CONTROL
 FC1481  ___________________________________________________________________
 FC1481* NAD 83(1986)-  35 43 17.     (N)    085 54 49.     (W)     SCALED    
 FC1481* NAVD 88     -       315.321  (meters)    1034.52   (feet)  ADJUSTED  
 FC1481  ___________________________________________________________________
 FC1481  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC1481  DYNAMIC HT  -         315.026 (meters)    1033.55  (feet)  COMP
 FC1481  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FC1481
 FC1481  VERT ORDER  -  SECOND    CLASS 0
 FC1481
 FC1481.The horizontal coordinates were scaled from a topographic map and have
 FC1481.an estimated accuracy of +/- 6 seconds.
 FC1481
 FC1481.The orthometric height was determined by differential leveling
 FC1481.and adjusted by the National Geodetic Survey in June 1991..
 FC1481
 FC1481.The geoid height was determined by GEOID03.
 FC1481
 FC1481.The dynamic height is computed by dividing the NAVD 88
 FC1481.geopotential number by the normal gravity value computed on the
 FC1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1481.degrees latitude (g = 980.6199 gals.).
 FC1481
 FC1481.The modeled gravity was interpolated from observed gravity values.
 FC1481
 FC1481;                    North         East    Units  Estimated Accuracy
 FC1481;SPC TN       -   154,010.      607,820.      MT  (+/- 180 meters Scaled)
 FC1481
 FC1481                          SUPERSEDED SURVEY CONTROL
 FC1481
 FC1481.No superseded survey control is available for this station.
 FC1481
 FC1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE982535(NAD 83)
 FC1481_MARKER: DB = BENCH MARK DISK
 FC1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1481_SP_SET: CURB
 FC1481_STAMPING: B 32 1934
 FC1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1481
 FC1481  HISTORY     - Date     Condition        Report By
 FC1481  HISTORY     - 1934     MONUMENTED       CGS
 FC1481  HISTORY     - 1935     GOOD             NGS
 FC1481  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1481
 FC1481                          STATION DESCRIPTION
 FC1481
 FC1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1481'0.5 MI SE FROM CENTERTOWN.
 FC1481'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL
 FC1481'STORE AT CENTERTOWN, WARREN COUNTY, AT A HIGHWAY BRIDGE, AND IN
 FC1481'THE TOP OF THE EAST END OF THE NORTH CONCRETE CURB.  A STANDARD
 FC1481'DISK, STAMPED B 32 1934.
 FC1481
 FC1481                          STATION RECOVERY (2002)
 FC1481
 FC1481'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1481'BRIDGE CURB HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0235 ***********************************************************************
 FD0235  DESIGNATION -  B 33
 FD0235  PID         -  FD0235
 FD0235  STATE/COUNTY-  TN/BEDFORD
 FD0235  USGS QUAD   -  SHELBYVILLE (1981)
 FD0235
 FD0235                         *CURRENT SURVEY CONTROL
 FD0235  ___________________________________________________________________
 FD0235* NAD 83(1986)-  35 29 59.     (N)    086 23 20.     (W)     SCALED    
 FD0235* NAVD 88     -       250.439  (meters)     821.65   (feet)  ADJUSTED  
 FD0235  ___________________________________________________________________
 FD0235  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD0235  DYNAMIC HT  -         250.211 (meters)     820.90  (feet)  COMP
 FD0235  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 FD0235
 FD0235  VERT ORDER  -  SECOND    CLASS 0
 FD0235
 FD0235.The horizontal coordinates were scaled from a topographic map and have
 FD0235.an estimated accuracy of +/- 6 seconds.
 FD0235
 FD0235.The orthometric height was determined by differential leveling
 FD0235.and adjusted by the National Geodetic Survey in June 1991..
 FD0235
 FD0235.The geoid height was determined by GEOID03.
 FD0235
 FD0235.The dynamic height is computed by dividing the NAVD 88
 FD0235.geopotential number by the normal gravity value computed on the
 FD0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0235.degrees latitude (g = 980.6199 gals.).
 FD0235
 FD0235.The modeled gravity was interpolated from observed gravity values.
 FD0235
 FD0235;                    North         East    Units  Estimated Accuracy
 FD0235;SPC TN       -   129,480.      564,720.      MT  (+/- 180 meters Scaled)
 FD0235
 FD0235                          SUPERSEDED SURVEY CONTROL
 FD0235
 FD0235  NGVD 29 (??/??/92)  250.438  (m)          821.65   (f) ADJ UNCH    2 0
 FD0235
 FD0235.Superseded values are not recommended for survey control.
 FD0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0235.See file dsdata.txt to determine how the superseded data were derived.
 FD0235
 FD0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE554286(NAD 83)
 FD0235_MARKER: DB = BENCH MARK DISK
 FD0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0235_STAMPING: B 33 1934
 FD0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0235+STABILITY: SURFACE MOTION
 FD0235
 FD0235  HISTORY     - Date     Condition        Report By
 FD0235  HISTORY     - 1934     MONUMENTED       CGS
 FD0235  HISTORY     - 1957     GOOD             NGS
 FD0235  HISTORY     - 1958     GOOD             NGS
 FD0235  HISTORY     - 20010731 MARK NOT FOUND   TNDT
 FD0235
 FD0235                          STATION DESCRIPTION
 FD0235
 FD0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FD0235'4 MI NE FROM SHELBYVILLE.
 FD0235'4.0 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0235'LOUIS RAILWAY FROM SHELBYVILLE, BEDFORD COUNTY, MIDWAY BETWEEN
 FD0235'SHELBYVILLE AND WARTRACE, 4 RAILS EAST OF MILEPOST 4, 25 FEET
 FD0235'NORTH OF A ROAD, AND 16.2 FEET SOUTH OF THE SOUTH RAIL.  A
 FD0235'STANDARD DISK, STAMPED B 33 1934 AND SET IN THE TOP OF A CONCRETE
 FD0235'POST.
 FD0235
 FD0235                          STATION RECOVERY (1958)
 FD0235
 FD0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FD0235'RECOVERED IN GOOD CONDITION.
 FD0235
 FD0235                          STATION RECOVERY (2001)
 FD0235
 FD0235'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0875 ***********************************************************************
 GC0875  DESIGNATION -  B 34
 GC0875  PID         -  GC0875
 GC0875  STATE/COUNTY-  TN/DAVIDSON
 GC0875  USGS QUAD   -  WHITES CREEK (1994)
 GC0875
 GC0875                         *CURRENT SURVEY CONTROL
 GC0875  ___________________________________________________________________
 GC0875* NAD 83(1986)-  36 19 25.     (N)    086 52 27.     (W)     SCALED    
 GC0875* NAVD 88     -       248.913  (meters)     816.64   (feet)  ADJUSTED  
 GC0875  ___________________________________________________________________
 GC0875  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0875  DYNAMIC HT  -         248.699 (meters)     815.94  (feet)  COMP
 GC0875  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0875
 GC0875  VERT ORDER  -  SECOND    CLASS 0
 GC0875
 GC0875.The horizontal coordinates were scaled from a topographic map and have
 GC0875.an estimated accuracy of +/- 6 seconds.
 GC0875
 GC0875.The orthometric height was determined by differential leveling
 GC0875.and adjusted by the National Geodetic Survey in June 1991..
 GC0875
 GC0875.The geoid height was determined by GEOID03.
 GC0875
 GC0875.The dynamic height is computed by dividing the NAVD 88
 GC0875.geopotential number by the normal gravity value computed on the
 GC0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0875.degrees latitude (g = 980.6199 gals.).
 GC0875
 GC0875.The modeled gravity was interpolated from observed gravity values.
 GC0875
 GC0875;                    North         East    Units  Estimated Accuracy
 GC0875;SPC TN       -   221,170.      521,510.      MT  (+/- 180 meters Scaled)
 GC0875
 GC0875                          SUPERSEDED SURVEY CONTROL
 GC0875
 GC0875  NGVD 29 (??/??/92)  248.959  (m)          816.79   (f) ADJ UNCH    2 0
 GC0875
 GC0875.Superseded values are not recommended for survey control.
 GC0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0875.See file dsdata.txt to determine how the superseded data were derived.
 GC0875
 GC0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF112198(NAD 83)
 GC0875_MARKER: DD = SURVEY DISK
 GC0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0875_STAMPING: B 34
 GC0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0875+STABILITY: SURFACE MOTION
 GC0875
 GC0875  HISTORY     - Date     Condition        Report By
 GC0875  HISTORY     - UNK      MONUMENTED       TNHD
 GC0875  HISTORY     - 1965     GOOD             TNHD
 GC0875
 GC0875                          STATION DESCRIPTION
 GC0875
 GC0875'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0875'1 MI NW FROM JOELTON.
 GC0875'FROM THE INTERSECTION OF BINKELY ROAD AND EATONS CREEK ROAD,
 GC0875'ABOUT 1 MILE NORTHWEST OF JOELTON, GO WESTERLY ON BINKLEY ROAD
 GC0875'FOR 0.1 MILE TO A HOUSE ON THE LEFT AND THE MARK, 39 FEET
 GC0875'NORTHWEST OF THE NORTHWEST CORNER OF A GRAY ASBESTOS SHINGLED
 GC0875'HOUSE AND 26 FEET SOUTH OF THE APPROXIMATE CENTER OF BINKLEY ROAD.
 GC0875'IT IS A METAL DISK SET IN THE TOP OF A 4-INCH, ROUND, CONCRETE
 GC0875'MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0231 ***********************************************************************
 FE0231  DESIGNATION -  B 35
 FE0231  PID         -  FE0231
 FE0231  STATE/COUNTY-  TN/HARDIN
 FE0231  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0231
 FE0231                         *CURRENT SURVEY CONTROL
 FE0231  ___________________________________________________________________
 FE0231* NAD 83(1986)-  35 15 52.     (N)    088 17 27.     (W)     SCALED    
 FE0231* NAVD 88     -       113.306  (meters)     371.74   (feet)  ADJUSTED  
 FE0231  ___________________________________________________________________
 FE0231  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE0231  DYNAMIC HT  -         113.204 (meters)     371.40  (feet)  COMP
 FE0231  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 FE0231
 FE0231  VERT ORDER  -  FIRST     CLASS II
 FE0231
 FE0231.The horizontal coordinates were scaled from a topographic map and have
 FE0231.an estimated accuracy of +/- 6 seconds.
 FE0231
 FE0231.The orthometric height was determined by differential leveling
 FE0231.and adjusted by the National Geodetic Survey in June 1991..
 FE0231
 FE0231.The geoid height was determined by GEOID03.
 FE0231
 FE0231.The dynamic height is computed by dividing the NAVD 88
 FE0231.geopotential number by the normal gravity value computed on the
 FE0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0231.degrees latitude (g = 980.6199 gals.).
 FE0231
 FE0231.The modeled gravity was interpolated from observed gravity values.
 FE0231
 FE0231;                    North         East    Units  Estimated Accuracy
 FE0231;SPC TN       -   105,750.      391,570.      MT  (+/- 180 meters Scaled)
 FE0231
 FE0231                          SUPERSEDED SURVEY CONTROL
 FE0231
 FE0231  NGVD 29 (??/??/??)  113.320  (m)          371.78   (f) ADJUSTED    1 2
 FE0231
 FE0231.Superseded values are not recommended for survey control.
 FE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0231.See file dsdata.txt to determine how the superseded data were derived.
 FE0231
 FE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE825031(NAD 83)
 FE0231_MARKER: DB = BENCH MARK DISK
 FE0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0231_STAMPING: B 35 1934 371.764
 FE0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0231+STABILITY: SURFACE MOTION
 FE0231
 FE0231  HISTORY     - Date     Condition        Report By
 FE0231  HISTORY     - 1934     MONUMENTED       CGS
 FE0231  HISTORY     - 1947     GOOD             CGS
 FE0231  HISTORY     - 1973     GOOD             TVA
 FE0231
 FE0231                          STATION DESCRIPTION
 FE0231
 FE0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0231'5.2 MI NW FROM SAVANNAH.
 FE0231'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0231'SAVANNAH, THENCE ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 22,
 FE0231'ABOUT 0.3 MILE SOUTH OF THE BRIDGE OVER BEASON CREEK, SET AT
 FE0231'THE SOUTHWEST END OF A ROW OF HEDGE TREES BETWEEN TWO CULTIVATED
 FE0231'FIELDS, 25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FE0231'27 FEET NORTHWEST OF THE PROLONGED CENTER LINE OF A DIM ROAD
 FE0231'LEADING SOUTHWEST ACROSS A FIELD, 1.5 FEET NORTHEAST OF THE
 FE0231'LINE OF POSTS LEADING NORTHWEST, 2 FEET NORTHEAST OF A WHITE
 FE0231'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 FE0231'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MONUMENT
 FE0231'IS AT GROUND LEVEL 5 FT N OF ROAD DITCH AND 6 FT SW OF N-S
 FE0231'FENCELINE.  POST AND SURVEY SIGN SET 9.0 IN N 60 E FROM MONUMENT,
 FE0231'11.2 N60E TO 10 IN HACKBERRY, 52.0 S55W TO CORNER FENCE POST.
 FE0231'A STEEL POST WAS SET 2 FEET EAST OF MARKER.
 FE0231
 FE0231                          STATION RECOVERY (1973)
 FE0231
 FE0231'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0330 ***********************************************************************
 FE0330  DESIGNATION -  B 36
 FE0330  PID         -  FE0330
 FE0330  STATE/COUNTY-  TN/HARDIN
 FE0330  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0330
 FE0330                         *CURRENT SURVEY CONTROL
 FE0330  ___________________________________________________________________
 FE0330* NAD 83(1986)-  35 14 40.     (N)    088 06 52.     (W)     SCALED    
 FE0330* NAVD 88     -       142.768  (meters)     468.40   (feet)  ADJUSTED  
 FE0330  ___________________________________________________________________
 FE0330  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE0330  DYNAMIC HT  -         142.637 (meters)     467.97  (feet)  COMP
 FE0330  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 FE0330
 FE0330  VERT ORDER  -  SECOND    CLASS 0
 FE0330
 FE0330.The horizontal coordinates were scaled from a topographic map and have
 FE0330.an estimated accuracy of +/- 6 seconds.
 FE0330
 FE0330.The orthometric height was determined by differential leveling
 FE0330.and adjusted by the National Geodetic Survey in June 1991..
 FE0330
 FE0330.The geoid height was determined by GEOID03.
 FE0330
 FE0330.The dynamic height is computed by dividing the NAVD 88
 FE0330.geopotential number by the normal gravity value computed on the
 FE0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0330.degrees latitude (g = 980.6199 gals.).
 FE0330
 FE0330.The modeled gravity was interpolated from observed gravity values.
 FE0330
 FE0330;                    North         East    Units  Estimated Accuracy
 FE0330;SPC TN       -   103,170.      407,570.      MT  (+/- 180 meters Scaled)
 FE0330
 FE0330                          SUPERSEDED SURVEY CONTROL
 FE0330
 FE0330  NGVD 29 (??/??/??)  142.786  (m)          468.46   (f) ADJUSTED    2 0
 FE0330
 FE0330.Superseded values are not recommended for survey control.
 FE0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0330.See file dsdata.txt to determine how the superseded data were derived.
 FE0330
 FE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE986007(NAD 83)
 FE0330_MARKER: DB = BENCH MARK DISK
 FE0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0330_SP_SET: CURB
 FE0330_STAMPING: B 36 1934
 FE0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0330
 FE0330  HISTORY     - Date     Condition        Report By
 FE0330  HISTORY     - 1934     MONUMENTED       CGS
 FE0330  HISTORY     - 1949     GOOD             CGS
 FE0330  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0330
 FE0330                          STATION DESCRIPTION
 FE0330
 FE0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0330'5.2 MI W FROM OLIVE HILL.
 FE0330'5.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM OLIVE HILL, HARDIN
 FE0330'COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE NORTH CURB,
 FE0330'3 FEET WEST OF THE EAST END OF THE CURB, AND 5 YARDS NORTH
 FE0330'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FE0330'B 36 1934.  NOTE-- HWY 64 HAS BEEN REBUILT AND BRIDGES WIDENED.
 FE0330
 FE0330                          STATION RECOVERY (1972)
 FE0330
 FE0330'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0813 ***********************************************************************
 FD0813  DESIGNATION -  B 37
 FD0813  PID         -  FD0813
 FD0813  STATE/COUNTY-  TN/LAWRENCE
 FD0813  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0813
 FD0813                         *CURRENT SURVEY CONTROL
 FD0813  ___________________________________________________________________
 FD0813* NAD 83(1986)-  35 14 31.     (N)    087 21 15.     (W)     SCALED    
 FD0813* NAVD 88     -       243.144  (meters)     797.71   (feet)  ADJUSTED  
 FD0813  ___________________________________________________________________
 FD0813  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0813  DYNAMIC HT  -         242.912 (meters)     796.95  (feet)  COMP
 FD0813  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FD0813
 FD0813  VERT ORDER  -  FIRST     CLASS II
 FD0813
 FD0813.The horizontal coordinates were scaled from a topographic map and have
 FD0813.an estimated accuracy of +/- 6 seconds.
 FD0813
 FD0813.The orthometric height was determined by differential leveling
 FD0813.and adjusted by the National Geodetic Survey in June 1991..
 FD0813
 FD0813.The geoid height was determined by GEOID03.
 FD0813
 FD0813.The dynamic height is computed by dividing the NAVD 88
 FD0813.geopotential number by the normal gravity value computed on the
 FD0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0813.degrees latitude (g = 980.6199 gals.).
 FD0813
 FD0813.The modeled gravity was interpolated from observed gravity values.
 FD0813
 FD0813;                    North         East    Units  Estimated Accuracy
 FD0813;SPC TN       -   101,660.      476,750.      MT  (+/- 180 meters Scaled)
 FD0813
 FD0813                          SUPERSEDED SURVEY CONTROL
 FD0813
 FD0813  NGVD 29 (??/??/92)  243.130  (m)          797.67   (f) ADJ UNCH    1 2
 FD0813
 FD0813.Superseded values are not recommended for survey control.
 FD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0813.See file dsdata.txt to determine how the superseded data were derived.
 FD0813
 FD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD677999(NAD 83)
 FD0813_MARKER: DB = BENCH MARK DISK
 FD0813_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0813_STAMPING: B 37 1934
 FD0813_MARK LOGO: CGS   
 FD0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0813
 FD0813  HISTORY     - Date     Condition        Report By
 FD0813  HISTORY     - 1934     MONUMENTED       CGS
 FD0813  HISTORY     - 1950     GOOD             NGS
 FD0813  HISTORY     - 1972     GOOD             TVA
 FD0813  HISTORY     - 1983     GOOD             NGS
 FD0813  HISTORY     - 20010226 GOOD             TNDT
 FD0813
 FD0813                          STATION DESCRIPTION
 FD0813
 FD0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0813'1.3 MI W FROM LAWRENCEBURG.
 FD0813'1.3 MILES WEST ALONG U.S. HIGHWAY 64 FROM LAWRENCEBURG, LAWRENCE
 FD0813'COUNTY, AT THE TRUSS BRIDGE OVER SHOAL CREEK, ON THE SOUTHSIDE
 FD0813'OF THE WEST END, IN THE TOP OF THE RETAINING WALL, AND 6 INCHES
 FD0813'SOUTH OF THE BALUSTRADE.  A STANDARD DISK, STAMPED B 37 1934.
 FD0813'NOTE-- THE DESCRIPTION SHOULD READ-- 1.3 MILES WEST ALONG OLD
 FD0813'HIGHWAY 64.
 FD0813
 FD0813                          STATION RECOVERY (1972)
 FD0813
 FD0813'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0813'RECOVERED IN GOOD CONDITION.
 FD0813
 FD0813                          STATION RECOVERY (1983)
 FD0813
 FD0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0813'RECOVERED IN GOOD CONDITION.  NOTE, DISK IS SET IN OLD HIGHWAY 64
 FD0813'BRIDGE ABUTMENT.
 FD0813
 FD0813                          STATION RECOVERY (2001)
 FD0813
 FD0813'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1346 ***********************************************************************
 FC1346  DESIGNATION -  B 38
 FC1346  PID         -  FC1346
 FC1346  STATE/COUNTY-  TN/MARION
 FC1346  USGS QUAD   -  MONTEAGLE (1982)
 FC1346
 FC1346                         *CURRENT SURVEY CONTROL
 FC1346  ___________________________________________________________________
 FC1346* NAD 83(1986)-  35 13 27.     (N)    085 49 25.     (W)     SCALED    
 FC1346* NAVD 88     -       576.229  (meters)    1890.51   (feet)  ADJUSTED  
 FC1346  ___________________________________________________________________
 FC1346  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1346  DYNAMIC HT  -         575.642 (meters)    1888.59  (feet)  COMP
 FC1346  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 FC1346
 FC1346  VERT ORDER  -  SECOND    CLASS 0
 FC1346
 FC1346.The horizontal coordinates were scaled from a topographic map and have
 FC1346.an estimated accuracy of +/- 6 seconds.
 FC1346
 FC1346.The orthometric height was determined by differential leveling
 FC1346.and adjusted by the National Geodetic Survey in June 1991..
 FC1346
 FC1346.The geoid height was determined by GEOID03.
 FC1346
 FC1346.The dynamic height is computed by dividing the NAVD 88
 FC1346.geopotential number by the normal gravity value computed on the
 FC1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1346.degrees latitude (g = 980.6199 gals.).
 FC1346
 FC1346.The modeled gravity was interpolated from observed gravity values.
 FC1346
 FC1346;                    North         East    Units  Estimated Accuracy
 FC1346;SPC TN       -    98,850.      616,060.      MT  (+/- 180 meters Scaled)
 FC1346
 FC1346                          SUPERSEDED SURVEY CONTROL
 FC1346
 FC1346  NGVD 29 (??/??/92)  576.223  (m)         1890.49   (f) ADJ UNCH    2 0
 FC1346
 FC1346.Superseded values are not recommended for survey control.
 FC1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1346.See file dsdata.txt to determine how the superseded data were derived.
 FC1346
 FC1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD070985(NAD 83)
 FC1346_MARKER: DB = BENCH MARK DISK
 FC1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1346_STAMPING: B 38 1934
 FC1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1346+STABILITY: SURFACE MOTION
 FC1346
 FC1346  HISTORY     - Date     Condition        Report By
 FC1346  HISTORY     - 1934     MONUMENTED       CGS
 FC1346  HISTORY     - 1950     MARK NOT FOUND   NGS
 FC1346  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1346
 FC1346                          STATION DESCRIPTION
 FC1346
 FC1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1346'1.9 MI SE FROM MONTEAGLE.
 FC1346'IN MARION COUNTY, 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 2
 FC1346'FROM MONTEAGLE, GRUNDY COUNTY, 80 FEET SOUTH OF AN ABANDONED
 FC1346'FILLING STATION, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FC1346'8 FEET EAST OF THE EDGE OF A BANK, AND 3 FEET HIGHER THAN THE
 FC1346'HIGHWAY.  A STANDARD DISK, STAMPED B 38 1934 AND SET IN THE TOP
 FC1346'OF A CONCRETE POST.  NOTE-- A NEW HIGHWAY HAS BEEN BUILT, AND THE
 FC1346'MARK MAY BE COVERED BY HIGHWAY EQUIPMENT STORED IN THIS GENERAL
 FC1346'AREA.
 FC1346
 FC1346                          STATION RECOVERY (1962)
 FC1346
 FC1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1171 ***********************************************************************
 FC1171  DESIGNATION -  B 39
 FC1171  PID         -  FC1171
 FC1171  STATE/COUNTY-  TN/HAMILTON
 FC1171  USGS QUAD   -  OOLTEWAH (1976)
 FC1171
 FC1171                         *CURRENT SURVEY CONTROL
 FC1171  ___________________________________________________________________
 FC1171* NAD 83(1986)-  35 04 39.     (N)    085 04 00.     (W)     SCALED    
 FC1171* NAVD 88     -       241.144  (meters)     791.15   (feet)  ADJUSTED  
 FC1171  ___________________________________________________________________
 FC1171  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FC1171  DYNAMIC HT  -         240.903 (meters)     790.36  (feet)  COMP
 FC1171  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 FC1171
 FC1171  VERT ORDER  -  SECOND    CLASS 0
 FC1171
 FC1171.The horizontal coordinates were scaled from a topographic map and have
 FC1171.an estimated accuracy of +/- 6 seconds.
 FC1171
 FC1171.The orthometric height was determined by differential leveling
 FC1171.and adjusted by the National Geodetic Survey in June 1991..
 FC1171
 FC1171.The geoid height was determined by GEOID03.
 FC1171
 FC1171.The dynamic height is computed by dividing the NAVD 88
 FC1171.geopotential number by the normal gravity value computed on the
 FC1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1171.degrees latitude (g = 980.6199 gals.).
 FC1171
 FC1171.The modeled gravity was interpolated from observed gravity values.
 FC1171
 FC1171;                    North         East    Units  Estimated Accuracy
 FC1171;SPC TN       -    82,970.      685,120.      MT  (+/- 180 meters Scaled)
 FC1171
 FC1171                          SUPERSEDED SURVEY CONTROL
 FC1171
 FC1171  NGVD 29 (??/??/92)  241.157  (m)          791.20   (f) ADJ UNCH    2 0
 FC1171
 FC1171.Superseded values are not recommended for survey control.
 FC1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1171.See file dsdata.txt to determine how the superseded data were derived.
 FC1171
 FC1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD762833(NAD 83)
 FC1171_MARKER: DB = BENCH MARK DISK
 FC1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1171_STAMPING: B 39 1934
 FC1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1171+STABILITY: SURFACE MOTION
 FC1171
 FC1171  HISTORY     - Date     Condition        Report By
 FC1171  HISTORY     - 1934     MONUMENTED       CGS
 FC1171  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC1171  HISTORY     - 1972     MARK NOT FOUND   NGS
 FC1171
 FC1171                          STATION DESCRIPTION
 FC1171
 FC1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1171'AT OOLTEWAH.
 FC1171'AT OOLTEWAH, HAMILTON COUNTY, 70 FEET WEST OF THE SOUTHERN
 FC1171'RAILWAY PASSENGER STATION, 150 FEET EAST OF A SIGNAL TOWER, IN
 FC1171'THE CENTER OF A FLOWER BED, 20 FEET NORTH OF THE TRACK LEADING TO
 FC1171'ATLANTA, AND 20 FEET SOUTH OF THE TRACK LEADING TO CLEVELAND,
 FC1171'TENNESSEE.  A STANDARD DISK, STAMPED B 39 1934 AND SET IN THE TOP
 FC1171'OF A CONCRETE POST.  NOTE-- THE LOCATION OF MARK IS UNDER 12 INCHES
 FC1171'OF BLACK TOP WHICH IS NOW STATION PLATFORM.
 FC1171
 FC1171                          STATION RECOVERY (1972)
 FC1171
 FC1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1401 ***********************************************************************
 GC1401  DESIGNATION -  B 4
 GC1401  PID         -  GC1401
 GC1401  STATE/COUNTY-  TN/CHEATHAM
 GC1401  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1401
 GC1401                         *CURRENT SURVEY CONTROL
 GC1401  ___________________________________________________________________
 GC1401* NAD 83(1986)-  36 20 31.     (N)    087 13 46.     (W)     SCALED    
 GC1401* NAVD 88     -       125.029  (meters)     410.20   (feet)  ADJUSTED  
 GC1401  ___________________________________________________________________
 GC1401  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1401  DYNAMIC HT  -         124.925 (meters)     409.86  (feet)  COMP
 GC1401  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GC1401
 GC1401  VERT ORDER  -  FIRST     CLASS II
 GC1401
 GC1401.The horizontal coordinates were scaled from a topographic map and have
 GC1401.an estimated accuracy of +/- 6 seconds.
 GC1401
 GC1401.The orthometric height was determined by differential leveling
 GC1401.and adjusted by the National Geodetic Survey in June 1991..
 GC1401
 GC1401.The geoid height was determined by GEOID03.
 GC1401
 GC1401.The dynamic height is computed by dividing the NAVD 88
 GC1401.geopotential number by the normal gravity value computed on the
 GC1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1401.degrees latitude (g = 980.6199 gals.).
 GC1401
 GC1401.The modeled gravity was interpolated from observed gravity values.
 GC1401
 GC1401;                    North         East    Units  Estimated Accuracy
 GC1401;SPC TN       -   223,550.      489,630.      MT  (+/- 180 meters Scaled)
 GC1401
 GC1401                          SUPERSEDED SURVEY CONTROL
 GC1401
 GC1401  NGVD 29 (??/??/92)  125.089  (m)          410.40   (f) ADJ UNCH    1 2
 GC1401
 GC1401.Superseded values are not recommended for survey control.
 GC1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1401.See file dsdata.txt to determine how the superseded data were derived.
 GC1401
 GC1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF794219(NAD 83)
 GC1401_MARKER: B = BOLT
 GC1401_SETTING: 66 = SET IN ROCK OUTCROP
 GC1401_SP_SET: ROCK CUT
 GC1401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1401+STABILITY: POSITION/ELEVATION WELL
 GC1401
 GC1401  HISTORY     - Date     Condition        Report By
 GC1401  HISTORY     - UNK      MONUMENTED       CGS
 GC1401  HISTORY     - 1949     GOOD             NGS
 GC1401  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1401
 GC1401                          STATION DESCRIPTION
 GC1401
 GC1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1401'10.6 MI NW FROM ASHLAND CITY.
 GC1401'10.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1401'THE STATION AT ASHLAND CITY, AT DODDSBILLE, 115 YARDS EAST AND
 GC1401'ACROSS THE TRACK FROM THE STATION SIGN, 42 FEET NORTHWEST OF THE
 GC1401'SOUTHEAST END OF A ROCK CUT, 165.5 FEET NORTHWEST OF THE NORTH
 GC1401'CORNER OF TRESTLE NO. H 39-57 OVER ROAD AND A CREEK, 26.5 FEET
 GC1401'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 13 FEET
 GC1401'NORTHEAST OF THE NORTHEAST RAIL OF A SWITCH TRACK AND IS A
 GC1401'COPPER BOLT IN THE VERTICAL SOUTHWEST FACE OF A ROCKY CUT, AND
 GC1401'ABOUT 4 FEET ABOVE THE TRACK.
 GC1401
 GC1401                          STATION RECOVERY (1984)
 GC1401
 GC1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1401'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1135 ***********************************************************************
 FC1135  DESIGNATION -  B 40
 FC1135  PID         -  FC1135
 FC1135  STATE/COUNTY-  TN/HAMILTON
 FC1135  USGS QUAD   -  CHATTANOOGA (1976)
 FC1135
 FC1135                         *CURRENT SURVEY CONTROL
 FC1135  ___________________________________________________________________
 FC1135* NAD 83(1986)-  35 03 22.     (N)    085 18 34.     (W)     SCALED    
 FC1135* NAVD 88     -       207.972  (meters)     682.32   (feet)  ADJUSTED  
 FC1135  ___________________________________________________________________
 FC1135  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1135  DYNAMIC HT  -         207.765 (meters)     681.64  (feet)  COMP
 FC1135  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 FC1135
 FC1135  VERT ORDER  -  SECOND    CLASS 0
 FC1135
 FC1135.The horizontal coordinates were scaled from a topographic map and have
 FC1135.an estimated accuracy of +/- 6 seconds.
 FC1135
 FC1135.The orthometric height was determined by differential leveling
 FC1135.and adjusted by the National Geodetic Survey in June 1991..
 FC1135
 FC1135.The geoid height was determined by GEOID03.
 FC1135
 FC1135.The dynamic height is computed by dividing the NAVD 88
 FC1135.geopotential number by the normal gravity value computed on the
 FC1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1135.degrees latitude (g = 980.6199 gals.).
 FC1135
 FC1135.The modeled gravity was interpolated from observed gravity values.
 FC1135
 FC1135;                    North         East    Units  Estimated Accuracy
 FC1135;SPC TN       -    80,420.      663,000.      MT  (+/- 180 meters Scaled)
 FC1135
 FC1135                          SUPERSEDED SURVEY CONTROL
 FC1135
 FC1135  NGVD 29 (??/??/92)  208.008  (m)          682.44   (f) ADJ UNCH    2 0
 FC1135
 FC1135.Superseded values are not recommended for survey control.
 FC1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1135.See file dsdata.txt to determine how the superseded data were derived.
 FC1135
 FC1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD541805(NAD 83)
 FC1135_MARKER: DB = BENCH MARK DISK
 FC1135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1135_SP_SET: CONC WALK
 FC1135_STAMPING: B 40 1934
 FC1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1135+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 FC1135
 FC1135  HISTORY     - Date     Condition        Report By
 FC1135  HISTORY     - 1934     MONUMENTED       CGS
 FC1135  HISTORY     - 1984     GOOD             USPSQD
 FC1135  HISTORY     - 20021031 GOOD             INDIV
 FC1135
 FC1135                          STATION DESCRIPTION
 FC1135
 FC1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1135'AT CHATTANOOGA.
 FC1135'AT CHATTANOOGA, HAMILTON COUNTY, AT THE SOUTHWEST CORNER OF
 FC1135'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER, 4 FEET NORTH
 FC1135'OF THE SOUTHWEST CONCRETE LIGHT-POST, 2 INCHES EAST OF THE GUARDRAIL,
 FC1135'AND IN THE CONCRETE WALK.  A STANDARD DISK, STAMPED B 40 1934.
 FC1135
 FC1135                          STATION RECOVERY (1984)
 FC1135
 FC1135'RECOVERY NOTE BY US POWER SQUADRON 1984
 FC1135'RECOVERED IN GOOD CONDITION.
 FC1135
 FC1135                          STATION RECOVERY (2002)
 FC1135
 FC1135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SWC)
 FC1135'RECOVERED BY CLEMONS SURVEYING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1121 ***********************************************************************
 FC1121  DESIGNATION -  B 41
 FC1121  PID         -  FC1121
 FC1121  STATE/COUNTY-  TN/MARION
 FC1121  USGS QUAD   -  KETNER GAP (1976)
 FC1121
 FC1121                         *CURRENT SURVEY CONTROL
 FC1121  ___________________________________________________________________
 FC1121* NAD 83(1986)-  35 14 51.     (N)    085 28 54.     (W)     SCALED    
 FC1121* NAVD 88     -       206.495  (meters)     677.48   (feet)  ADJUSTED  
 FC1121  ___________________________________________________________________
 FC1121  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FC1121  DYNAMIC HT  -         206.297 (meters)     676.83  (feet)  COMP
 FC1121  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FC1121
 FC1121  VERT ORDER  -  SECOND    CLASS 0
 FC1121
 FC1121.The horizontal coordinates were scaled from a topographic map and have
 FC1121.an estimated accuracy of +/- 6 seconds.
 FC1121
 FC1121.The orthometric height was determined by differential leveling
 FC1121.and adjusted by the National Geodetic Survey in June 1991..
 FC1121
 FC1121.The geoid height was determined by GEOID03.
 FC1121
 FC1121.The dynamic height is computed by dividing the NAVD 88
 FC1121.geopotential number by the normal gravity value computed on the
 FC1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1121.degrees latitude (g = 980.6199 gals.).
 FC1121
 FC1121.The modeled gravity was interpolated from observed gravity values.
 FC1121
 FC1121;                    North         East    Units  Estimated Accuracy
 FC1121;SPC TN       -   101,550.      647,180.      MT  (+/- 180 meters Scaled)
 FC1121
 FC1121                          SUPERSEDED SURVEY CONTROL
 FC1121
 FC1121  NGVD 29 (??/??/92)  206.527  (m)          677.58   (f) ADJ UNCH    2 0
 FC1121
 FC1121.Superseded values are not recommended for survey control.
 FC1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1121.See file dsdata.txt to determine how the superseded data were derived.
 FC1121
 FC1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE381015(NAD 83)
 FC1121_MARKER: DB = BENCH MARK DISK
 FC1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1121_STAMPING: B 41 1934
 FC1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1121+STABILITY: SURFACE MOTION
 FC1121
 FC1121  HISTORY     - Date     Condition        Report By
 FC1121  HISTORY     - 1934     MONUMENTED       CGS
 FC1121
 FC1121                          STATION DESCRIPTION
 FC1121
 FC1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1121'4 MI NE FROM WHITWELL.
 FC1121'4 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1121'RAILWAY FROM WHITWELL, MARION COUNTY, 1 MILE NORTHEAST OF THE
 FC1121'STATION AT SHIRLEYTON, 9-1/2 POLES NORTHEAST OF MILEPOST 27,
 FC1121'60 FEET SOUTH OF A GRADE CROSSING, 50 FEET EAST OF THE TRACK,
 FC1121'AND IN A FENCE CORNER.  A STANDARD DISK, STAMPED B 41 1934
 FC1121'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0970 ***********************************************************************
 FC0970  DESIGNATION -  B 42
 FC0970  PID         -  FC0970
 FC0970  STATE/COUNTY-  TN/BLEDSOE
 FC0970  USGS QUAD   -  BROCKDELL (1989)
 FC0970
 FC0970                         *CURRENT SURVEY CONTROL
 FC0970  ___________________________________________________________________
 FC0970* NAD 83(1986)-  35 32 13.     (N)    085 15 45.     (W)     SCALED    
 FC0970* NAVD 88     -       245.798  (meters)     806.42   (feet)  ADJUSTED  
 FC0970  ___________________________________________________________________
 FC0970  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC0970  DYNAMIC HT  -         245.565 (meters)     805.66  (feet)  COMP
 FC0970  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FC0970
 FC0970  VERT ORDER  -  SECOND    CLASS 0
 FC0970
 FC0970.The horizontal coordinates were scaled from a topographic map and have
 FC0970.an estimated accuracy of +/- 6 seconds.
 FC0970
 FC0970.The orthometric height was determined by differential leveling
 FC0970.and adjusted by the National Geodetic Survey in June 1991..
 FC0970
 FC0970.The geoid height was determined by GEOID03.
 FC0970
 FC0970.The dynamic height is computed by dividing the NAVD 88
 FC0970.geopotential number by the normal gravity value computed on the
 FC0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0970.degrees latitude (g = 980.6199 gals.).
 FC0970
 FC0970.The modeled gravity was interpolated from observed gravity values.
 FC0970
 FC0970;                    North         East    Units  Estimated Accuracy
 FC0970;SPC TN       -   133,790.      666,880.      MT  (+/- 180 meters Scaled)
 FC0970
 FC0970                          SUPERSEDED SURVEY CONTROL
 FC0970
 FC0970  NGVD 29 (??/??/92)  245.845  (m)          806.58   (f) ADJ UNCH    2 0
 FC0970
 FC0970.Superseded values are not recommended for survey control.
 FC0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0970.See file dsdata.txt to determine how the superseded data were derived.
 FC0970
 FC0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE575339(NAD 83)
 FC0970_MARKER: DB = BENCH MARK DISK
 FC0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0970_STAMPING: B 42 1934
 FC0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0970+STABILITY: SURFACE MOTION
 FC0970
 FC0970  HISTORY     - Date     Condition        Report By
 FC0970  HISTORY     - 1934     MONUMENTED       CGS
 FC0970
 FC0970                          STATION DESCRIPTION
 FC0970
 FC0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0970'AT LEES.
 FC0970'AT LEES, BLEDSOE COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FC0970'ST. LOUIS RAILWAY, 6-1/2 RAILS WEST OF MILEPOST 51, 24 FEET
 FC0970'WEST OF A PRIVATE ROAD, AND 12 FEET SOUTH OF THE TRACK.  A
 FC0970'STANDARD DISK, STAMPED B 42 1934 AND SET IN THE TOP OF A CONCRETE
 FC0970'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1015 ***********************************************************************
 FC1015  DESIGNATION -  B 43
 FC1015  PID         -  FC1015
 FC1015  STATE/COUNTY-  TN/WHITE
 FC1015  USGS QUAD   -  BALD KNOB (1979)
 FC1015
 FC1015                         *CURRENT SURVEY CONTROL
 FC1015  ___________________________________________________________________
 FC1015* NAD 83(1986)-  35 50 37.     (N)    085 29 56.     (W)     SCALED    
 FC1015* NAVD 88     -       307.241  (meters)    1008.01   (feet)  ADJUSTED  
 FC1015  ___________________________________________________________________
 FC1015  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1015  DYNAMIC HT  -         306.965 (meters)    1007.10  (feet)  COMP
 FC1015  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FC1015
 FC1015  VERT ORDER  -  SECOND    CLASS 0
 FC1015
 FC1015.The horizontal coordinates were scaled from a topographic map and have
 FC1015.an estimated accuracy of +/- 6 seconds.
 FC1015
 FC1015.The orthometric height was determined by differential leveling
 FC1015.and adjusted by the National Geodetic Survey in June 1991..
 FC1015
 FC1015.The geoid height was determined by GEOID03.
 FC1015
 FC1015.The dynamic height is computed by dividing the NAVD 88
 FC1015.geopotential number by the normal gravity value computed on the
 FC1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1015.degrees latitude (g = 980.6199 gals.).
 FC1015
 FC1015.The modeled gravity was interpolated from observed gravity values.
 FC1015
 FC1015;                    North         East    Units  Estimated Accuracy
 FC1015;SPC TN       -   167,680.      645,270.      MT  (+/- 180 meters Scaled)
 FC1015
 FC1015                          SUPERSEDED SURVEY CONTROL
 FC1015
 FC1015  NGVD 29 (??/??/92)  307.301  (m)         1008.20   (f) ADJ UNCH    2 0
 FC1015
 FC1015.Superseded values are not recommended for survey control.
 FC1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1015.See file dsdata.txt to determine how the superseded data were derived.
 FC1015
 FC1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE355676(NAD 83)
 FC1015_MARKER: DB = BENCH MARK DISK
 FC1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1015_STAMPING: B 43 1934
 FC1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1015+STABILITY: SURFACE MOTION
 FC1015
 FC1015  HISTORY     - Date     Condition        Report By
 FC1015  HISTORY     - 1934     MONUMENTED       CGS
 FC1015  HISTORY     - 20060906 MARK NOT FOUND   INDIV
 FC1015
 FC1015                          STATION DESCRIPTION
 FC1015
 FC1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1015'1 MI SE FROM DOYLE.
 FC1015'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 111 FROM DOYLE, WHITE
 FC1015'COUNTY, IN FRONT OF THE GREENWOOD BAPTIST CHURCH, 7 FEET EAST
 FC1015'OF A FENCE, AND AT THE SOUTH EDGE OF THE SIDEWALK.  A STANDARD
 FC1015'DISK, STAMPED B 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1015
 FC1015                          STATION RECOVERY (2006)
 FC1015
 FC1015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 FC1015'PROBABLY DESTROYED DUE TO ROAD IMPROVEMENTS. HIGHWAY 111 IS NOW HODGES
 FC1015'BRIDGE ROAD AND A NEW CHURCH HAS BEEN BUILT ON THE OPPOSITE SIDE OF
 FC1015'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1041 ***********************************************************************
 FC1041  DESIGNATION -  B 44
 FC1041  PID         -  FC1041
 FC1041  STATE/COUNTY-  TN/BLEDSOE
 FC1041  USGS QUAD   -  PIKEVILLE (1977)
 FC1041
 FC1041                         *CURRENT SURVEY CONTROL
 FC1041  ___________________________________________________________________
 FC1041* NAD 83(1986)-  35 35 01.     (N)    085 10 20.     (W)     SCALED    
 FC1041* NAVD 88     -       281.076  (meters)     922.16   (feet)  ADJUSTED  
 FC1041  ___________________________________________________________________
 FC1041  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FC1041  DYNAMIC HT  -         280.806 (meters)     921.28  (feet)  COMP
 FC1041  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 FC1041
 FC1041  VERT ORDER  -  SECOND    CLASS 0
 FC1041
 FC1041.The horizontal coordinates were scaled from a topographic map and have
 FC1041.an estimated accuracy of +/- 6 seconds.
 FC1041
 FC1041.The orthometric height was determined by differential leveling
 FC1041.and adjusted by the National Geodetic Survey in June 1991..
 FC1041
 FC1041.The geoid height was determined by GEOID03.
 FC1041
 FC1041.The dynamic height is computed by dividing the NAVD 88
 FC1041.geopotential number by the normal gravity value computed on the
 FC1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1041.degrees latitude (g = 980.6199 gals.).
 FC1041
 FC1041.The modeled gravity was interpolated from observed gravity values.
 FC1041
 FC1041;                    North         East    Units  Estimated Accuracy
 FC1041;SPC TN       -   139,030.      675,020.      MT  (+/- 180 meters Scaled)
 FC1041
 FC1041                          SUPERSEDED SURVEY CONTROL
 FC1041
 FC1041  NGVD 29 (??/??/92)  281.129  (m)          922.34   (f) ADJ UNCH    2 0
 FC1041
 FC1041.Superseded values are not recommended for survey control.
 FC1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1041.See file dsdata.txt to determine how the superseded data were derived.
 FC1041
 FC1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE656393(NAD 83)
 FC1041_MARKER: DB = BENCH MARK DISK
 FC1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1041_STAMPING: B 44 1934
 FC1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1041+STABILITY: SURFACE MOTION
 FC1041
 FC1041  HISTORY     - Date     Condition        Report By
 FC1041  HISTORY     - 1934     MONUMENTED       CGS
 FC1041
 FC1041                          STATION DESCRIPTION
 FC1041
 FC1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1041'2 MI E FROM PIKEVILLE.
 FC1041'2.0 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1041'COUNTY, 600 FEET EAST OF THE JUNCTION OF T-ROAD LEADING SOUTH,
 FC1041'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, INSIDE A PASTURE,
 FC1041'AND 3 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED B 44 1934
 FC1041'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1722 ***********************************************************************
 FB1722  DESIGNATION -  B 47
 FB1722  PID         -  FB1722
 FB1722  STATE/COUNTY-  TN/KNOX
 FB1722  USGS QUAD   -  KNOXVILLE (1978)
 FB1722
 FB1722                         *CURRENT SURVEY CONTROL
 FB1722  ___________________________________________________________________
 FB1722* NAD 83(1986)-  35 57 33.     (N)    083 55 12.     (W)     SCALED    
 FB1722* NAVD 88     -       281.279  (meters)     922.83   (feet)  ADJUSTED  
 FB1722  ___________________________________________________________________
 FB1722  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1722  DYNAMIC HT  -         281.021 (meters)     921.98  (feet)  COMP
 FB1722  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 FB1722
 FB1722  VERT ORDER  -  FIRST     CLASS II
 FB1722
 FB1722.The horizontal coordinates were scaled from a topographic map and have
 FB1722.an estimated accuracy of +/- 6 seconds.
 FB1722
 FB1722.The orthometric height was determined by differential leveling
 FB1722.and adjusted by the National Geodetic Survey in June 1991..
 FB1722
 FB1722.The geoid height was determined by GEOID03.
 FB1722
 FB1722.The dynamic height is computed by dividing the NAVD 88
 FB1722.geopotential number by the normal gravity value computed on the
 FB1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1722.degrees latitude (g = 980.6199 gals.).
 FB1722
 FB1722.The modeled gravity was interpolated from observed gravity values.
 FB1722
 FB1722;                    North         East    Units  Estimated Accuracy
 FB1722;SPC TN       -   182,380.      787,610.      MT  (+/- 180 meters Scaled)
 FB1722
 FB1722                          SUPERSEDED SURVEY CONTROL
 FB1722
 FB1722  NGVD 29 (12/12/91)  281.411  (m)          923.26   (f) ADJUSTED    1 2
 FB1722
 FB1722.Superseded values are not recommended for survey control.
 FB1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1722.See file dsdata.txt to determine how the superseded data were derived.
 FB1722
 FB1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366833(NAD 83)
 FB1722_MARKER: DB = BENCH MARK DISK
 FB1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1722_STAMPING: B 47 1934
 FB1722_MARK LOGO: CGS   
 FB1722_PROJECTION: FLUSH
 FB1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1722+STABILITY: SURFACE MOTION
 FB1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1722+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1722
 FB1722  HISTORY     - Date     Condition        Report By
 FB1722  HISTORY     - 1934     MONUMENTED       CGS
 FB1722  HISTORY     - 1950     GOOD             NGS
 FB1722  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1722  HISTORY     - 1983     GOOD             NGS
 FB1722  HISTORY     - 20010323 GOOD             USPSQD
 FB1722  HISTORY     - 20060112 GOOD             USPSQD
 FB1722
 FB1722                          STATION DESCRIPTION
 FB1722
 FB1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1722'IN KNOXVILLE.
 FB1722'AT KNOXVILLE, AT THE INTERSECTION OF THE SIDEWALKS ALONG HENLEY
 FB1722'AND WEST HILL STREETS, AND IN THE NORTHEAST CORNER OF THE LAWN
 FB1722'OF THE METHODIST EPISCOPAL CHURCH SOUTH.  A STANDARD DISK, STAMPED
 FB1722'B 47 1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FB1722'THE GROUND.  NOTE-- THIS CHURCH IS THE CHURCH STREET METHODIST
 FB1722'CHURCH.
 FB1722
 FB1722                          STATION RECOVERY (1982)
 FB1722
 FB1722'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1722'MARK NOT FOUND.
 FB1722
 FB1722                          STATION RECOVERY (1983)
 FB1722
 FB1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1722'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN KNOXVILLE, AT
 FB1722'THE INTERSECTION OF THE SIDEWALKS ALONG HENLEY STREET AND WEST HILL
 FB1722'AVENUE, IN THE NORTHEAST CORNER OF THE LAWN OF THE CHURCH STREET
 FB1722'UNITED METHODIST CHURCH.
 FB1722'THE MARK IS 0.15 M ABOVE HENLEY STREET.
 FB1722
 FB1722                          STATION RECOVERY (2001)
 FB1722
 FB1722'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1722'RECOVERED IN GOOD CONDITION.
 FB1722
 FB1722                          STATION RECOVERY (2006)
 FB1722
 FB1722'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1677 ***********************************************************************
 GB1677  DESIGNATION -  B 48
 GB1677  PID         -  GB1677
 GB1677  STATE/COUNTY-  TN/CUMBERLAND
 GB1677  USGS QUAD   -  CLARKRANGE (1974)
 GB1677
 GB1677                         *CURRENT SURVEY CONTROL
 GB1677  ___________________________________________________________________
 GB1677* NAD 83(1986)-  36 09 05.     (N)    085 01 57.     (W)     SCALED    
 GB1677* NAVD 88     -       552.361  (meters)    1812.20   (feet)  ADJUSTED  
 GB1677  ___________________________________________________________________
 GB1677  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GB1677  DYNAMIC HT  -         551.862 (meters)    1810.57  (feet)  COMP
 GB1677  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GB1677
 GB1677  VERT ORDER  -  SECOND    CLASS 0
 GB1677
 GB1677.The horizontal coordinates were scaled from a topographic map and have
 GB1677.an estimated accuracy of +/- 6 seconds.
 GB1677
 GB1677.The orthometric height was determined by differential leveling
 GB1677.and adjusted by the National Geodetic Survey in June 1991..
 GB1677
 GB1677.The geoid height was determined by GEOID03.
 GB1677
 GB1677.The dynamic height is computed by dividing the NAVD 88
 GB1677.geopotential number by the normal gravity value computed on the
 GB1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1677.degrees latitude (g = 980.6199 gals.).
 GB1677
 GB1677.The modeled gravity was interpolated from observed gravity values.
 GB1677
 GB1677;                    North         East    Units  Estimated Accuracy
 GB1677;SPC TN       -   202,140.      687,060.      MT  (+/- 180 meters Scaled)
 GB1677
 GB1677                          SUPERSEDED SURVEY CONTROL
 GB1677
 GB1677  NGVD 29 (??/??/92)  552.437  (m)         1812.45   (f) ADJ UNCH    2 0
 GB1677
 GB1677.Superseded values are not recommended for survey control.
 GB1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1677.See file dsdata.txt to determine how the superseded data were derived.
 GB1677
 GB1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF769025(NAD 83)
 GB1677_MARKER: DB = BENCH MARK DISK
 GB1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1677_STAMPING: B 48 1934
 GB1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1677+STABILITY: SURFACE MOTION
 GB1677
 GB1677  HISTORY     - Date     Condition        Report By
 GB1677  HISTORY     - 1934     MONUMENTED       CGS
 GB1677
 GB1677                          STATION DESCRIPTION
 GB1677
 GB1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1677'3.8 MI S FROM CLARKRANGE.
 GB1677'IN CUMBERLAND COUNTY, 3.8 MILES SOUTH ALONG STATE HIGHWAY 28 FROM
 GB1677'CLARKRANGE, FENTRESS COUNTY, 500 FEET NORTH OF THE POST OFFICE
 GB1677'AT RINNIE, AND 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 GB1677'A STANDARD DISK, STAMPED B 48 1934 AND SET IN THE TOP OF A CONCRETE
 GB1677'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0986 ***********************************************************************
 GB0986  DESIGNATION -  B 49
 GB0986  PID         -  GB0986
 GB0986  STATE/COUNTY-  TN/MORGAN
 GB0986  USGS QUAD   -  RUGBY (1984)
 GB0986
 GB0986                         *CURRENT SURVEY CONTROL
 GB0986  ___________________________________________________________________
 GB0986* NAD 83(1986)-  36 17 13.     (N)    084 42 13.     (W)     SCALED    
 GB0986* NAVD 88     -       392.669  (meters)    1288.28   (feet)  ADJUSTED  
 GB0986  ___________________________________________________________________
 GB0986  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB0986  DYNAMIC HT  -         392.326 (meters)    1287.16  (feet)  COMP
 GB0986  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GB0986
 GB0986  VERT ORDER  -  SECOND    CLASS 0
 GB0986
 GB0986.The horizontal coordinates were scaled from a topographic map and have
 GB0986.an estimated accuracy of +/- 6 seconds.
 GB0986
 GB0986.The orthometric height was determined by differential leveling
 GB0986.and adjusted by the National Geodetic Survey in June 1991..
 GB0986
 GB0986.The geoid height was determined by GEOID03.
 GB0986
 GB0986.The dynamic height is computed by dividing the NAVD 88
 GB0986.geopotential number by the normal gravity value computed on the
 GB0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0986.degrees latitude (g = 980.6199 gals.).
 GB0986
 GB0986.The modeled gravity was interpolated from observed gravity values.
 GB0986
 GB0986;                    North         East    Units  Estimated Accuracy
 GB0986;SPC TN       -   217,530.      716,460.      MT  (+/- 180 meters Scaled)
 GB0986
 GB0986                          SUPERSEDED SURVEY CONTROL
 GB0986
 GB0986  NGVD 29 (??/??/92)  392.779  (m)         1288.64   (f) ADJ UNCH    2 0
 GB0986
 GB0986.Superseded values are not recommended for survey control.
 GB0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0986.See file dsdata.txt to determine how the superseded data were derived.
 GB0986
 GB0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF062182(NAD 83)
 GB0986_MARKER: DB = BENCH MARK DISK
 GB0986_SETTING: 66 = SET IN ROCK OUTCROP
 GB0986_SP_SET: ROCK LEDGE
 GB0986_STAMPING: B 49 1934
 GB0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0986+STABILITY: POSITION/ELEVATION WELL
 GB0986
 GB0986  HISTORY     - Date     Condition        Report By
 GB0986  HISTORY     - 1934     MONUMENTED       CGS
 GB0986  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB0986  HISTORY     - 1951     MARK NOT FOUND   NGS
 GB0986
 GB0986                          STATION DESCRIPTION
 GB0986
 GB0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB0986'4.9 MI NW FROM SUNBRIGHT.
 GB0986'4.9 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0986'SUNBRIGHT, MORGAN COUNTY, 32 FEET NORTH OF THE BRIDGE OVER
 GB0986'BOONES CREEK, IN THE TOP OF A SANDSTONE LEDGE, ABOUT 2-1/2
 GB0986'FEET BACK FROM THE VERTICAL FACE OF THE LEDGE, AND ABOUT 2
 GB0986'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 49 1934.
 GB0986
 GB0986                          STATION RECOVERY (1951)
 GB0986
 GB0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GB0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1769 ***********************************************************************
 FB1769  DESIGNATION -  B 5
 FB1769  PID         -  FB1769
 FB1769  STATE/COUNTY-  TN/BLOUNT
 FB1769  USGS QUAD   -  MARYVILLE (1979)
 FB1769
 FB1769                         *CURRENT SURVEY CONTROL
 FB1769  ___________________________________________________________________
 FB1769* NAD 83(1986)-  35 45 16.     (N)    083 58 08.     (W)     SCALED    
 FB1769* NAVD 88     -       283.328  (meters)     929.55   (feet)  ADJUSTED  
 FB1769  ___________________________________________________________________
 FB1769  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FB1769  DYNAMIC HT  -         283.061 (meters)     928.68  (feet)  COMP
 FB1769  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 FB1769
 FB1769  VERT ORDER  -  FIRST     CLASS II
 FB1769
 FB1769.The horizontal coordinates were scaled from a topographic map and have
 FB1769.an estimated accuracy of +/- 6 seconds.
 FB1769
 FB1769.The orthometric height was determined by differential leveling
 FB1769.and adjusted by the National Geodetic Survey in June 1991..
 FB1769
 FB1769.The geoid height was determined by GEOID03.
 FB1769
 FB1769.The dynamic height is computed by dividing the NAVD 88
 FB1769.geopotential number by the normal gravity value computed on the
 FB1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1769.degrees latitude (g = 980.6199 gals.).
 FB1769
 FB1769.The modeled gravity was interpolated from observed gravity values.
 FB1769
 FB1769;                    North         East    Units  Estimated Accuracy
 FB1769;SPC TN       -   159,580.      783,680.      MT  (+/- 180 meters Scaled)
 FB1769
 FB1769                          SUPERSEDED SURVEY CONTROL
 FB1769
 FB1769  NGVD 29 (12/12/91)  283.452  (m)          929.96   (f) ADJUSTED    1 2
 FB1769
 FB1769.Superseded values are not recommended for survey control.
 FB1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1769.See file dsdata.txt to determine how the superseded data were derived.
 FB1769
 FB1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV315607(NAD 83)
 FB1769_MARKER: DD = SURVEY DISK
 FB1769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1769_SP_SET: STEP
 FB1769_STAMPING: B 5 1928
 FB1769_MARK LOGO: USGS  
 FB1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1769
 FB1769  HISTORY     - Date     Condition        Report By
 FB1769  HISTORY     - 1928     MONUMENTED       USGS
 FB1769  HISTORY     - 1959     GOOD             NGS
 FB1769  HISTORY     - 1983     GOOD             NGS
 FB1769
 FB1769                          STATION DESCRIPTION
 FB1769
 FB1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FB1769'AT MARYVILLE.
 FB1769'AT MARYVILLE, BLOUNT COUNTY, ON THE NORTHEAST SIDE OF THE COUNTY
 FB1769'COURTHOUSE, AT THE MAIN ENTRANCE, AND IN THE TOP OF THE COPING
 FB1769'AT THE SOUTHEAST END OF THE ENTRANCE STEPS.  A UNITED STATES
 FB1769'GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 5 1928.
 FB1769
 FB1769                          STATION RECOVERY (1983)
 FB1769
 FB1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0568 ***********************************************************************
 GB0568  DESIGNATION -  B 50
 GB0568  PID         -  GB0568
 GB0568  STATE/COUNTY-  TN/CAMPBELL
 GB0568  USGS QUAD   -  JACKSBORO (1991)
 GB0568
 GB0568                         *CURRENT SURVEY CONTROL
 GB0568  ___________________________________________________________________
 GB0568* NAD 83(1986)-  36 17 56.     (N)    084 13 25.     (W)     SCALED    
 GB0568* NAVD 88     -       333.717  (meters)    1094.87   (feet)  ADJUSTED  
 GB0568  ___________________________________________________________________
 GB0568  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GB0568  DYNAMIC HT  -         333.420 (meters)    1093.90  (feet)  COMP
 GB0568  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 GB0568
 GB0568  VERT ORDER  -  SECOND    CLASS 0
 GB0568
 GB0568.The horizontal coordinates were scaled from a topographic map and have
 GB0568.an estimated accuracy of +/- 6 seconds.
 GB0568
 GB0568.The orthometric height was determined by differential leveling
 GB0568.and adjusted by the National Geodetic Survey in June 1991..
 GB0568
 GB0568.The geoid height was determined by GEOID03.
 GB0568
 GB0568.The dynamic height is computed by dividing the NAVD 88
 GB0568.geopotential number by the normal gravity value computed on the
 GB0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0568.degrees latitude (g = 980.6199 gals.).
 GB0568
 GB0568.The modeled gravity was interpolated from observed gravity values.
 GB0568
 GB0568;                    North         East    Units  Estimated Accuracy
 GB0568;SPC TN       -   219,530.      759,550.      MT  (+/- 180 meters Scaled)
 GB0568
 GB0568                          SUPERSEDED SURVEY CONTROL
 GB0568
 GB0568  NGVD 29 (??/??/92)  333.820  (m)         1095.21   (f) ADJ UNCH    2 0
 GB0568
 GB0568.Superseded values are not recommended for survey control.
 GB0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0568.See file dsdata.txt to determine how the superseded data were derived.
 GB0568
 GB0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF493206(NAD 83)
 GB0568_MARKER: DB = BENCH MARK DISK
 GB0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0568_STAMPING: B 50 1934
 GB0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0568+STABILITY: SURFACE MOTION
 GB0568
 GB0568  HISTORY     - Date     Condition        Report By
 GB0568  HISTORY     - 1934     MONUMENTED       CGS
 GB0568  HISTORY     - 1961     GOOD             NGS
 GB0568
 GB0568                          STATION DESCRIPTION
 GB0568
 GB0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0568'AT CARYVILLE.
 GB0568'AT CARYVILLE, CAMPBELL COUNTY, ON THE SOUTHERN RAILWAY, 50
 GB0568'FEET SOUTHWEST OF THE STATION, 30 FEET NORTH OF A ROAD CROSSING,
 GB0568'24 FEET WEST OF THE MAIN TRACK, 6 FEET SOUTH OF THE SERVICE
 GB0568'SHOE SHOP, AND 1 FOOT EAST OF A YARD FENCE.  A STANDARD DISK,
 GB0568'STAMPED B 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0568
 GB0568                          STATION RECOVERY (1961)
 GB0568
 GB0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GB0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0600 ***********************************************************************
 GB0600  DESIGNATION -  B 51
 GB0600  PID         -  GB0600
 GB0600  STATE/COUNTY-  TN/CAMPBELL
 GB0600  USGS QUAD   -  LA FOLLETTE (1990)
 GB0600
 GB0600                         *CURRENT SURVEY CONTROL
 GB0600  ___________________________________________________________________
 GB0600* NAD 83(1986)-  36 26 16.     (N)    084 04 41.     (W)     SCALED    
 GB0600* NAVD 88     -       424.232  (meters)    1391.83   (feet)  ADJUSTED  
 GB0600  ___________________________________________________________________
 GB0600  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 GB0600  DYNAMIC HT  -         423.853 (meters)    1390.59  (feet)  COMP
 GB0600  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GB0600
 GB0600  VERT ORDER  -  SECOND    CLASS 0
 GB0600
 GB0600.The horizontal coordinates were scaled from a topographic map and have
 GB0600.an estimated accuracy of +/- 6 seconds.
 GB0600
 GB0600.The orthometric height was determined by differential leveling
 GB0600.and adjusted by the National Geodetic Survey in June 1991..
 GB0600
 GB0600.The geoid height was determined by GEOID03.
 GB0600
 GB0600.The dynamic height is computed by dividing the NAVD 88
 GB0600.geopotential number by the normal gravity value computed on the
 GB0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0600.degrees latitude (g = 980.6199 gals.).
 GB0600
 GB0600.The modeled gravity was interpolated from observed gravity values.
 GB0600
 GB0600;                    North         East    Units  Estimated Accuracy
 GB0600;SPC TN       -   235,180.      772,320.      MT  (+/- 180 meters Scaled)
 GB0600
 GB0600                          SUPERSEDED SURVEY CONTROL
 GB0600
 GB0600  NGVD 29 (??/??/92)  424.331  (m)         1392.16   (f) ADJ UNCH    2 0
 GB0600
 GB0600.Superseded values are not recommended for survey control.
 GB0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0600.See file dsdata.txt to determine how the superseded data were derived.
 GB0600
 GB0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF619364(NAD 83)
 GB0600_MARKER: DB = BENCH MARK DISK
 GB0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0600_SP_SET: UNDERPASS
 GB0600_STAMPING: B 51 1934
 GB0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0600
 GB0600  HISTORY     - Date     Condition        Report By
 GB0600  HISTORY     - 1934     MONUMENTED       CGS
 GB0600  HISTORY     - 1949     GOOD             NGS
 GB0600
 GB0600                          STATION DESCRIPTION
 GB0600
 GB0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0600'0.7 MI SW FROM DUFF.
 GB0600'0.7 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0600'FROM DUFF, CAMPBELL COUNTY, AT THE CONCRETE UNDERPASS OF U.S.
 GB0600'HIGHWAY 25 W, IN THE TOP OF THE NORTHEAST CORNER, 3-1/2 FEET
 GB0600'WEST OF THE EAST END, AND 15 FEET SOUTHEAST OF THE TRACK.  A
 GB0600'STANDARD DISK, STAMPED B 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0680 ***********************************************************************
 GA0680  DESIGNATION -  B 52
 GA0680  PID         -  GA0680
 GA0680  STATE/COUNTY-  TN/UNICOI
 GA0680  USGS QUAD   -  FLAG POND (1939)
 GA0680
 GA0680                         *CURRENT SURVEY CONTROL
 GA0680  ___________________________________________________________________
 GA0680* NAD 83(1986)-  36 01 08.     (N)    082 34 49.     (W)     SCALED    
 GA0680* NAVD 88     -       817.302  (meters)    2681.43   (feet)  ADJUSTED  
 GA0680  ___________________________________________________________________
 GA0680  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GA0680  DYNAMIC HT  -         816.476 (meters)    2678.72  (feet)  COMP
 GA0680  MODELED GRAV-     979,594.3   (mgal)                       NAVD 88
 GA0680
 GA0680  VERT ORDER  -  SECOND    CLASS 0
 GA0680
 GA0680.The horizontal coordinates were scaled from a topographic map and have
 GA0680.an estimated accuracy of +/- 6 seconds.
 GA0680
 GA0680.The orthometric height was determined by differential leveling
 GA0680.and adjusted by the National Geodetic Survey in June 1991..
 GA0680
 GA0680.The geoid height was determined by GEOID03.
 GA0680
 GA0680.The dynamic height is computed by dividing the NAVD 88
 GA0680.geopotential number by the normal gravity value computed on the
 GA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0680.degrees latitude (g = 980.6199 gals.).
 GA0680
 GA0680.The modeled gravity was interpolated from observed gravity values.
 GA0680
 GA0680;                    North         East    Units  Estimated Accuracy
 GA0680;SPC TN       -   192,400.      908,180.      MT  (+/- 180 meters Scaled)
 GA0680
 GA0680                          SUPERSEDED SURVEY CONTROL
 GA0680
 GA0680  NGVD 29 (??/??/92)  817.404  (m)         2681.77   (f) ADJ UNCH    2 0
 GA0680
 GA0680.Superseded values are not recommended for survey control.
 GA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0680.See file dsdata.txt to determine how the superseded data were derived.
 GA0680
 GA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV576871(NAD 83)
 GA0680_MARKER: DB = BENCH MARK DISK
 GA0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0680_STAMPING: B 52 1934
 GA0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0680+STABILITY: SURFACE MOTION
 GA0680
 GA0680  HISTORY     - Date     Condition        Report By
 GA0680  HISTORY     - 1934     MONUMENTED       CGS
 GA0680  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0680
 GA0680                          STATION DESCRIPTION
 GA0680
 GA0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0680'2.2 MI W FROM ROCKY FORK.
 GA0680'2.2 MILES WEST ALONG THE ERWIN-WHITEROCK HIGHWAY FROM ROCKY FORK,
 GA0680'UNICOI COUNTY, 2 MILES EAST OF THE TENNESSEE NORTH CAROLINA
 GA0680'STATE LINE, 260 FEET EAST OF THE FENCE CORNER, 15 FEET NORTH
 GA0680'OF THE CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF A GATE POST,
 GA0680'AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED B 52 1934
 GA0680'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1795 ***********************************************************************
 FB1795  DESIGNATION -  B 53
 FB1795  PID         -  FB1795
 FB1795  STATE/COUNTY-  TN/SEVIER
 FB1795  USGS QUAD   -  GATLINBURG (1979)
 FB1795
 FB1795                         *CURRENT SURVEY CONTROL
 FB1795  ___________________________________________________________________
 FB1795* NAD 83(1986)-  35 42 58.     (N)    083 30 41.     (W)     SCALED    
 FB1795* NAVD 88     -       388.092  (meters)    1273.27   (feet)  ADJUSTED  
 FB1795  ___________________________________________________________________
 FB1795  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 FB1795  DYNAMIC HT  -         387.710 (meters)    1272.01  (feet)  COMP
 FB1795  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 FB1795
 FB1795  VERT ORDER  -  SECOND    CLASS 0
 FB1795
 FB1795.The horizontal coordinates were scaled from a topographic map and have
 FB1795.an estimated accuracy of +/- 6 seconds.
 FB1795
 FB1795.The orthometric height was determined by differential leveling
 FB1795.and adjusted by the National Geodetic Survey in June 1991..
 FB1795
 FB1795.The geoid height was determined by GEOID03.
 FB1795
 FB1795.The dynamic height is computed by dividing the NAVD 88
 FB1795.geopotential number by the normal gravity value computed on the
 FB1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1795.degrees latitude (g = 980.6199 gals.).
 FB1795
 FB1795.The modeled gravity was interpolated from observed gravity values.
 FB1795
 FB1795;                    North         East    Units  Estimated Accuracy
 FB1795;SPC TN       -   156,280.      825,150.      MT  (+/- 180 meters Scaled)
 FB1795
 FB1795                          SUPERSEDED SURVEY CONTROL
 FB1795
 FB1795  NGVD 29 (??/??/92)  388.192  (m)         1273.59   (f) ADJ UNCH    2 0
 FB1795
 FB1795.Superseded values are not recommended for survey control.
 FB1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1795.See file dsdata.txt to determine how the superseded data were derived.
 FB1795
 FB1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV728553(NAD 83)
 FB1795_MARKER: DB = BENCH MARK DISK
 FB1795_SETTING: 66 = SET IN ROCK OUTCROP
 FB1795_SP_SET: ROCK SHELF
 FB1795_STAMPING: B 53 1934
 FB1795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1795+STABILITY: POSITION/ELEVATION WELL
 FB1795
 FB1795  HISTORY     - Date     Condition        Report By
 FB1795  HISTORY     - 1934     MONUMENTED       CGS
 FB1795  HISTORY     - 1940     MARK NOT FOUND   NGS
 FB1795  HISTORY     - 20040417 MARK NOT FOUND   USPSQD
 FB1795
 FB1795                          STATION DESCRIPTION
 FB1795
 FB1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB1795'0.4 MI NW FROM GATLINBURG.
 FB1795'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 71 FROM THE POST OFFICE
 FB1795'AT GATLINBURG, 21 FEET EAST OF POWER-TRANSMISSION LINE POLE 381,
 FB1795'36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE SOUTHSIDE
 FB1795'OF A ROCK BLUFF, AND IN THE TOP OF A ROCK SHELF, ABOUT 2 FEET
 FB1795'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 53 1934.
 FB1795
 FB1795                          STATION RECOVERY (2004)
 FB1795
 FB1795'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 FB1795'MARK NOT FOUND.  PRIVATE PROPRETY AROUND LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0168 ***********************************************************************
 FC0168  DESIGNATION -  B 54
 FC0168  PID         -  FC0168
 FC0168  STATE/COUNTY-  TN/MONROE
 FC0168  USGS QUAD   -  MADISONVILLE (1984)
 FC0168
 FC0168                         *CURRENT SURVEY CONTROL
 FC0168  ___________________________________________________________________
 FC0168* NAD 83(1986)-  35 32 05.     (N)    084 21 01.     (W)     SCALED    
 FC0168* NAVD 88     -       296.782  (meters)     973.69   (feet)  ADJUSTED  
 FC0168  ___________________________________________________________________
 FC0168  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0168  DYNAMIC HT  -         296.497 (meters)     972.76  (feet)  COMP
 FC0168  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 FC0168
 FC0168  VERT ORDER  -  SECOND    CLASS 0
 FC0168
 FC0168.The horizontal coordinates were scaled from a topographic map and have
 FC0168.an estimated accuracy of +/- 6 seconds.
 FC0168
 FC0168.The orthometric height was determined by differential leveling
 FC0168.and adjusted by the National Geodetic Survey in June 1991..
 FC0168
 FC0168.The geoid height was determined by GEOID03.
 FC0168
 FC0168.The dynamic height is computed by dividing the NAVD 88
 FC0168.geopotential number by the normal gravity value computed on the
 FC0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0168.degrees latitude (g = 980.6199 gals.).
 FC0168
 FC0168.The modeled gravity was interpolated from observed gravity values.
 FC0168
 FC0168;                    North         East    Units  Estimated Accuracy
 FC0168;SPC TN       -   134,550.      749,600.      MT  (+/- 180 meters Scaled)
 FC0168
 FC0168                          SUPERSEDED SURVEY CONTROL
 FC0168
 FC0168  NGVD 29 (??/??/92)  296.868  (m)          973.97   (f) ADJ UNCH    2 0
 FC0168
 FC0168.Superseded values are not recommended for survey control.
 FC0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0168.See file dsdata.txt to determine how the superseded data were derived.
 FC0168
 FC0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE402355(NAD 83)
 FC0168_MARKER: DB = BENCH MARK DISK
 FC0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0168_STAMPING: B 54 1934
 FC0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0168+STABILITY: SURFACE MOTION
 FC0168
 FC0168  HISTORY     - Date     Condition        Report By
 FC0168  HISTORY     - 1934     MONUMENTED       CGS
 FC0168  HISTORY     - 1949     GOOD             NGS
 FC0168
 FC0168                          STATION DESCRIPTION
 FC0168
 FC0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0168'1.5 MI N FROM MADISONVILLE.
 FC0168'1.5 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0168'FROM MADISONVILLE, MONROE COUNTY, 75 YARDS SOUTH OF BLOCK SIGNAL
 FC0168'3151, 30 FEET WEST OF RIGHT-OF-WAY FENCE, 28 FEET EAST OF
 FC0168'CENTERLINE OF TRACK, 25 FEET NORTHWEST OF GATE IN FENCE FOR
 FC0168'COUNTY ROAD CROSSING.  A STANDARD DISK, STAMPED B 54 1934 AND
 FC0168'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 FC0168'GROUND.  A STEEL POST WITH CONTROL MARKER SIGN SET AT SOUTHEAST
 FC0168'EDGE OF MONUMENT.  NOTE-- STEEL POST WITH CONTROL MARKER SIGN
 FC0168'SET AT SOUTHEAST EDGE OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0770 ***********************************************************************
 GA0770  DESIGNATION -  B 55
 GA0770  PID         -  GA0770
 GA0770  STATE/COUNTY-  TN/HAWKINS
 GA0770  USGS QUAD   -  BUREM (1976)
 GA0770
 GA0770                         *CURRENT SURVEY CONTROL
 GA0770  ___________________________________________________________________
 GA0770* NAD 83(1986)-  36 25 28.     (N)    082 58 58.     (W)     SCALED    
 GA0770* NAVD 88     -       396.411  (meters)    1300.56   (feet)  ADJUSTED  
 GA0770  ___________________________________________________________________
 GA0770  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0770  DYNAMIC HT  -         396.051 (meters)    1299.38  (feet)  COMP
 GA0770  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA0770
 GA0770  VERT ORDER  -  SECOND    CLASS 0
 GA0770
 GA0770.The horizontal coordinates were scaled from a topographic map and have
 GA0770.an estimated accuracy of +/- 6 seconds.
 GA0770
 GA0770.The orthometric height was determined by differential leveling
 GA0770.and adjusted by the National Geodetic Survey in June 1991..
 GA0770.WARNING-Repeat measurements at this control monument indicate possible
 GA0770.vertical movement.
 GA0770
 GA0770.The geoid height was determined by GEOID03.
 GA0770
 GA0770.The dynamic height is computed by dividing the NAVD 88
 GA0770.geopotential number by the normal gravity value computed on the
 GA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0770.degrees latitude (g = 980.6199 gals.).
 GA0770
 GA0770.The modeled gravity was interpolated from observed gravity values.
 GA0770
 GA0770;                    North         East    Units  Estimated Accuracy
 GA0770;SPC TN       -   236,180.      870,540.      MT  (+/- 180 meters Scaled)
 GA0770
 GA0770                          SUPERSEDED SURVEY CONTROL
 GA0770
 GA0770  NGVD 29 (??/??/92)  396.547  (m)         1301.00   (f) ADJ UNCH    2 0
 GA0770
 GA0770.Superseded values are not recommended for survey control.
 GA0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0770.See file dsdata.txt to determine how the superseded data were derived.
 GA0770
 GA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA222328(NAD 83)
 GA0770_MARKER: DB = BENCH MARK DISK
 GA0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0770_STAMPING: B 55 1934
 GA0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0770+STABILITY: SURFACE MOTION
 GA0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0770+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 GA0770
 GA0770  HISTORY     - Date     Condition        Report By
 GA0770  HISTORY     - 1934     MONUMENTED       CGS
 GA0770  HISTORY     - 1964     GOOD             NGS
 GA0770  HISTORY     - 20040208 GOOD             GEOCAC
 GA0770
 GA0770                          STATION DESCRIPTION
 GA0770
 GA0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GA0770'2 MI E FROM ROGERSVILLE.
 GA0770'2.0 MILES EAST ALONG STATE HIGHWAY 70 AND U.S. HIGHWAY 11 FROM
 GA0770'ROGERSVILLE, HAWKINS COUNTY, IN THE CENTER OF A GRASS TRIANGLE
 GA0770'FORMED BY THE JUNCTION OF THE HIGHWAYS, AND ON THE EAST SIDE
 GA0770'OF THE HAWKINS COUNTY MEMORIAL MILESTONE.  A STANDARD DISK,
 GA0770'STAMPED B 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 GA0770'PROJECTING 8 INCHES ABOVE GROUND.
 GA0770
 GA0770                          STATION RECOVERY (2004)
 GA0770
 GA0770'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0732 ***********************************************************************
 GA0732  DESIGNATION -  B 56
 GA0732  PID         -  GA0732
 GA0732  STATE/COUNTY-  TN/GREENE
 GA0732  USGS QUAD   -  MOSHEIM (1971)
 GA0732
 GA0732                         *CURRENT SURVEY CONTROL
 GA0732  ___________________________________________________________________
 GA0732* NAD 83(1986)-  36 10 39.     (N)    082 59 36.     (W)     SCALED    
 GA0732* NAVD 88     -       385.494  (meters)    1264.74   (feet)  ADJUSTED  
 GA0732  ___________________________________________________________________
 GA0732  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0732  DYNAMIC HT  -         385.136 (meters)    1263.57  (feet)  COMP
 GA0732  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 GA0732
 GA0732  VERT ORDER  -  SECOND    CLASS 0
 GA0732
 GA0732.The horizontal coordinates were scaled from a topographic map and have
 GA0732.an estimated accuracy of +/- 6 seconds.
 GA0732
 GA0732.The orthometric height was determined by differential leveling
 GA0732.and adjusted by the National Geodetic Survey in June 1991..
 GA0732
 GA0732.The geoid height was determined by GEOID03.
 GA0732
 GA0732.The dynamic height is computed by dividing the NAVD 88
 GA0732.geopotential number by the normal gravity value computed on the
 GA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0732.degrees latitude (g = 980.6199 gals.).
 GA0732
 GA0732.The modeled gravity was interpolated from observed gravity values.
 GA0732
 GA0732;                    North         East    Units  Estimated Accuracy
 GA0732;SPC TN       -   208,770.      870,430.      MT  (+/- 180 meters Scaled)
 GA0732
 GA0732                          SUPERSEDED SURVEY CONTROL
 GA0732
 GA0732  NGVD 29 (??/??/92)  385.646  (m)         1265.24   (f) ADJ UNCH    2 0
 GA0732
 GA0732.Superseded values are not recommended for survey control.
 GA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0732.See file dsdata.txt to determine how the superseded data were derived.
 GA0732
 GA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA207054(NAD 83)
 GA0732_MARKER: DB = BENCH MARK DISK
 GA0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0732_STAMPING: B 56 1934
 GA0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0732+STABILITY: SURFACE MOTION
 GA0732
 GA0732  HISTORY     - Date     Condition        Report By
 GA0732  HISTORY     - 1934     MONUMENTED       CGS
 GA0732  HISTORY     - 1950     GOOD             TVA
 GA0732  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA0732
 GA0732                          STATION DESCRIPTION
 GA0732
 GA0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0732'10.7 MI W FROM GREENEVILLE.
 GA0732'10.7 MILES W ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0732'GREENEVILLE, GREENE COUNTY, 55 FEET W OF THE W SIDE OF THE STATION
 GA0732'AT MIDWAY, IN THE NW CORNER OF THE YARD, AND 27 FEET S OF THE
 GA0732'CENTERLINE OF THE MAIN TRACK.  56.8 FEET WEST OF WEST SIDE OF
 GA0732'STATION, 30 FEET SOUTH OF THE CENTERLINE OF TRACK, 48 FEET
 GA0732'NORTHEAST TO NAIL AND BOTTLE CAP IN POWER POLE ON THE SOUTH
 GA0732'SIDE OF R.R., AND 95.3 FEET SOUTH OF SOUTHWEST CORNER OF PORCH
 GA0732'OF 2-STORY ON NORTH SIDE OF R.R.  A STANDARD DISK, STAMPED B
 GA0732'56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0732
 GA0732                          STATION RECOVERY (1950)
 GA0732
 GA0732'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0732'RECOVERED IN GOOD CONDITION.
 GA0732
 GA0732                          STATION RECOVERY (1981)
 GA0732
 GA0732'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0576 ***********************************************************************
 GA0576  DESIGNATION -  B 57
 GA0576  PID         -  GA0576
 GA0576  STATE/COUNTY-  TN/WASHINGTON
 GA0576  USGS QUAD   -  JOHNSON CITY (1968)
 GA0576
 GA0576                         *CURRENT SURVEY CONTROL
 GA0576  ___________________________________________________________________
 GA0576* NAD 83(1986)-  36 18 54.     (N)    082 20 12.     (W)     SCALED    
 GA0576* NAVD 88     -       508.005  (meters)    1666.68   (feet)  ADJUSTED  
 GA0576  ___________________________________________________________________
 GA0576  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0576  DYNAMIC HT  -         507.524 (meters)    1665.10  (feet)  COMP
 GA0576  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 GA0576
 GA0576  VERT ORDER  -  SECOND    CLASS 0
 GA0576
 GA0576.The horizontal coordinates were scaled from a topographic map and have
 GA0576.an estimated accuracy of +/- 6 seconds.
 GA0576
 GA0576.The orthometric height was determined by differential leveling
 GA0576.and adjusted by the National Geodetic Survey in June 1991..
 GA0576
 GA0576.The geoid height was determined by GEOID03.
 GA0576
 GA0576.The dynamic height is computed by dividing the NAVD 88
 GA0576.geopotential number by the normal gravity value computed on the
 GA0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0576.degrees latitude (g = 980.6199 gals.).
 GA0576
 GA0576.The modeled gravity was interpolated from observed gravity values.
 GA0576
 GA0576;                    North         East    Units  Estimated Accuracy
 GA0576;SPC TN       -   226,020.      928,900.      MT  (+/- 180 meters Scaled)
 GA0576
 GA0576                          SUPERSEDED SURVEY CONTROL
 GA0576
 GA0576  NGVD 29 (??/??/92)  508.149  (m)         1667.15   (f) ADJ UNCH    2 0
 GA0576
 GA0576.Superseded values are not recommended for survey control.
 GA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0576.See file dsdata.txt to determine how the superseded data were derived.
 GA0576
 GA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA800197(NAD 83)
 GA0576_MARKER: DB = BENCH MARK DISK
 GA0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0576_STAMPING: B 57 1934
 GA0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0576+STABILITY: SURFACE MOTION
 GA0576
 GA0576  HISTORY     - Date     Condition        Report By
 GA0576  HISTORY     - 1934     MONUMENTED       CGS
 GA0576  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0576
 GA0576                          STATION DESCRIPTION
 GA0576
 GA0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0576'1 MI E FROM JOHNSON CITY.
 GA0576'1 MILE EAST ALONG THE EAST TENNESSEE AND WESTERN NORTH CAROLINA
 GA0576'RAILROAD FROM THE STATION AT JOHNSON CITY, WASHINGTON COUNTY, 200
 GA0576'FEET EAST OF MILEPOST 1, 30 FEET EAST OF THE CENTERLINE OF A
 GA0576'STREET, AND 20 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 GA0576'STANDARD DISK, STAMPED B 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA0576'POST.
 GA0576
 GA0576                          STATION RECOVERY (2001)
 GA0576
 GA0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0576'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1401 ***********************************************************************
 GA1401  DESIGNATION -  B 58
 GA1401  PID         -  GA1401
 GA1401  STATE/COUNTY-  TN/SULLIVAN
 GA1401  USGS QUAD   -  KINGSPORT (1991)
 GA1401
 GA1401                         *CURRENT SURVEY CONTROL
 GA1401  ___________________________________________________________________
 GA1401* NAD 83(1986)-  36 33 46.     (N)    082 36 57.     (W)     SCALED    
 GA1401* NAVD 88     -       382.118  (meters)    1253.67   (feet)  ADJUSTED  
 GA1401  ___________________________________________________________________
 GA1401  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1401  DYNAMIC HT  -         381.776 (meters)    1252.54  (feet)  COMP
 GA1401  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 GA1401
 GA1401  VERT ORDER  -  SECOND    CLASS 0
 GA1401
 GA1401.The horizontal coordinates were scaled from a topographic map and have
 GA1401.an estimated accuracy of +/- 6 seconds.
 GA1401
 GA1401.The orthometric height was determined by differential leveling
 GA1401.and adjusted by the National Geodetic Survey in June 1991..
 GA1401
 GA1401.The geoid height was determined by GEOID03.
 GA1401
 GA1401.The dynamic height is computed by dividing the NAVD 88
 GA1401.geopotential number by the normal gravity value computed on the
 GA1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1401.degrees latitude (g = 980.6199 gals.).
 GA1401
 GA1401.The modeled gravity was interpolated from observed gravity values.
 GA1401
 GA1401;                    North         East    Units  Estimated Accuracy
 GA1401;SPC TN       -   252,600.      902,900.      MT  (+/- 180 meters Scaled)
 GA1401
 GA1401                          SUPERSEDED SURVEY CONTROL
 GA1401
 GA1401  NGVD 29 (??/??/92)  382.267  (m)         1254.15   (f) ADJ UNCH    2 0
 GA1401
 GA1401.Superseded values are not recommended for survey control.
 GA1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1401.See file dsdata.txt to determine how the superseded data were derived.
 GA1401
 GA1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA554475(NAD 83)
 GA1401_MARKER: DB = BENCH MARK DISK
 GA1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1401_STAMPING: B 58 1934
 GA1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1401+STABILITY: SURFACE MOTION
 GA1401
 GA1401  HISTORY     - Date     Condition        Report By
 GA1401  HISTORY     - 1934     MONUMENTED       CGS
 GA1401
 GA1401                          STATION DESCRIPTION
 GA1401
 GA1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1401'3.9 MI NW FROM KINGSPORT.
 GA1401'3.9 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM KINGSPORT,
 GA1401'SULLIVAN COUNTY, ABOUT 20 RAILS NORTH OF THE STATION AT ROTHERWOOD,
 GA1401'10 RAILS SOUTH OF MILEPOST 90, 12 FEET NORTH OF A PRIVATE GATE
 GA1401'AND A ROAD CROSSING, 48 FEET EAST OF THE TRACK.  A STANDARD DISK
 GA1401'STAMPED B 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0795 ***********************************************************************
 GD0795  DESIGNATION -  B 59
 GD0795  PID         -  GD0795
 GD0795  STATE/COUNTY-  TN/OBION
 GD0795  USGS QUAD   -  KENTON (1981)
 GD0795
 GD0795                         *CURRENT SURVEY CONTROL
 GD0795  ___________________________________________________________________
 GD0795* NAD 83(1986)-  36 13 16.     (N)    089 00 57.     (W)     SCALED    
 GD0795* NAVD 88     -        91.279  (meters)     299.47   (feet)  ADJUSTED  
 GD0795  ___________________________________________________________________
 GD0795  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0795  DYNAMIC HT  -          91.204 (meters)     299.23  (feet)  COMP
 GD0795  MODELED GRAV-     979,805.6   (mgal)                       NAVD 88
 GD0795
 GD0795  VERT ORDER  -  SECOND    CLASS 0
 GD0795
 GD0795.The horizontal coordinates were scaled from a topographic map and have
 GD0795.an estimated accuracy of +/- 6 seconds.
 GD0795
 GD0795.The orthometric height was determined by differential leveling
 GD0795.and adjusted by the National Geodetic Survey in June 1991..
 GD0795
 GD0795.The geoid height was determined by GEOID03.
 GD0795
 GD0795.The dynamic height is computed by dividing the NAVD 88
 GD0795.geopotential number by the normal gravity value computed on the
 GD0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0795.degrees latitude (g = 980.6199 gals.).
 GD0795
 GD0795.The modeled gravity was interpolated from observed gravity values.
 GD0795
 GD0795;                    North         East    Units  Estimated Accuracy
 GD0795;SPC TN       -   213,630.      328,890.      MT  (+/- 180 meters Scaled)
 GD0795
 GD0795                          SUPERSEDED SURVEY CONTROL
 GD0795
 GD0795  NGVD 29 (??/??/??)   91.295  (m)          299.52   (f) ADJUSTED    2 0
 GD0795
 GD0795.Superseded values are not recommended for survey control.
 GD0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0795.See file dsdata.txt to determine how the superseded data were derived.
 GD0795
 GD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF188103(NAD 83)
 GD0795_MARKER: DB = BENCH MARK DISK
 GD0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0795_STAMPING: B 59 1935
 GD0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0795+STABILITY: SURFACE MOTION
 GD0795
 GD0795  HISTORY     - Date     Condition        Report By
 GD0795  HISTORY     - 1935     MONUMENTED       CGS
 GD0795  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0795
 GD0795                          STATION DESCRIPTION
 GD0795
 GD0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0795'1.3 MI N FROM KENTON.
 GD0795'1.3 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0795'STATION AT KENTON, OBION COUNTY, 100 YARDS NORTH OF THE STATION
 GD0795'1 MILE SIGN, AT THE SOUTHWEST CORNER OF A BARNYARD, 15 YARDS
 GD0795'EAST OF THE CENTERLINE OF THE TRACK, AND 3 YARDS NORTH OF A
 GD0795'FENCE CORNER.  A STANDARD DISK, STAMPED B 59 1935 AND SET IN THE
 GD0795'TOP OF A CONCRETE POST.  NOTE-- THE RIGHT-OF-WAY HAS BEEN
 GD0795'CLEARED IN RECENT YEARS BY A BULLDOZER ALONG THE RR, AND ALL
 GD0795'OLD FENCES ARE GONE AND THE OLD BUILDINGS ARE DESTROYED.  IT IS
 GD0795'PRESUMED THAT THIS MARK WAS DESTROYED AT THE TIME THIS WORK WAS
 GD0795'DONE.
 GD0795
 GD0795                          STATION RECOVERY (1967)
 GD0795
 GD0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0559 ***********************************************************************
 GA0559  DESIGNATION -  B 59
 GA0559  PID         -  GA0559
 GA0559  STATE/COUNTY-  TN/WASHINGTON
 GA0559  USGS QUAD   -  JONESBOROUGH (1968)
 GA0559
 GA0559                         *CURRENT SURVEY CONTROL
 GA0559  ___________________________________________________________________
 GA0559* NAD 83(1986)-  36 17 35.     (N)    082 28 33.     (W)     SCALED    
 GA0559* NAVD 88     -       516.925  (meters)    1695.94   (feet)  ADJUSTED  
 GA0559  ___________________________________________________________________
 GA0559  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0559  DYNAMIC HT  -         516.431 (meters)    1694.32  (feet)  COMP
 GA0559  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 GA0559
 GA0559  VERT ORDER  -  SECOND    CLASS 0
 GA0559
 GA0559.The horizontal coordinates were scaled from a topographic map and have
 GA0559.an estimated accuracy of +/- 6 seconds.
 GA0559
 GA0559.The orthometric height was determined by differential leveling
 GA0559.and adjusted by the National Geodetic Survey in June 1991..
 GA0559
 GA0559.The geoid height was determined by GEOID03.
 GA0559
 GA0559.The dynamic height is computed by dividing the NAVD 88
 GA0559.geopotential number by the normal gravity value computed on the
 GA0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0559.degrees latitude (g = 980.6199 gals.).
 GA0559
 GA0559.The modeled gravity was interpolated from observed gravity values.
 GA0559
 GA0559;                    North         East    Units  Estimated Accuracy
 GA0559;SPC TN       -   223,130.      916,500.      MT  (+/- 180 meters Scaled)
 GA0559
 GA0559                          SUPERSEDED SURVEY CONTROL
 GA0559
 GA0559  NGVD 29 (??/??/92)  517.059  (m)         1696.38   (f) ADJ UNCH    2 0
 GA0559
 GA0559.Superseded values are not recommended for survey control.
 GA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0559.See file dsdata.txt to determine how the superseded data were derived.
 GA0559
 GA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA674174(NAD 83)
 GA0559_MARKER: DB = BENCH MARK DISK
 GA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0559_STAMPING: B 59 1934
 GA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0559+STABILITY: SURFACE MOTION
 GA0559
 GA0559  HISTORY     - Date     Condition        Report By
 GA0559  HISTORY     - 1934     MONUMENTED       CGS
 GA0559  HISTORY     - 1935     GOOD             NGS
 GA0559  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0559
 GA0559                          STATION DESCRIPTION
 GA0559
 GA0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0559'AT JONESBORO.
 GA0559'AT JONESBORO, WASHINGTON COUNTY, AT THE METHODIST CHURCH, 8
 GA0559'FEET EAST OF THE ENTRANCE WALK, AND 6 INCHES SOUTH OF THE
 GA0559'SIDEWALK.  A STANDARD DISK, STAMPED B 59 1934 AND SET IN THE TOP
 GA0559'OF A CONCRETE POST.
 GA0559
 GA0559                          STATION RECOVERY (1935)
 GA0559
 GA0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GA0559'RECOVERED IN GOOD CONDITION.
 GA0559
 GA0559                          STATION RECOVERY (2001)
 GA0559
 GA0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0559'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0004 ***********************************************************************
 FD0004  DESIGNATION -  B 6
 FD0004  PID         -  FD0004
 FD0004  STATE/COUNTY-  TN/RUTHERFORD
 FD0004  USGS QUAD   -  MURFREESBORO (1983)
 FD0004
 FD0004                         *CURRENT SURVEY CONTROL
 FD0004  ___________________________________________________________________
 FD0004* NAD 83(1986)-  35 48 15.     (N)    086 23 23.     (W)     SCALED    
 FD0004* NAVD 88     -       187.681  (meters)     615.75   (feet)  ADJUSTED  
 FD0004  ___________________________________________________________________
 FD0004  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0004  DYNAMIC HT  -         187.516 (meters)     615.21  (feet)  COMP
 FD0004  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 FD0004
 FD0004  VERT ORDER  -  FIRST     CLASS II
 FD0004
 FD0004.The horizontal coordinates were scaled from a topographic map and have
 FD0004.an estimated accuracy of +/- 6 seconds.
 FD0004
 FD0004.The orthometric height was determined by differential leveling
 FD0004.and adjusted by the National Geodetic Survey in June 1991..
 FD0004
 FD0004.The geoid height was determined by GEOID03.
 FD0004
 FD0004.The dynamic height is computed by dividing the NAVD 88
 FD0004.geopotential number by the normal gravity value computed on the
 FD0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0004.degrees latitude (g = 980.6199 gals.).
 FD0004
 FD0004.The modeled gravity was interpolated from observed gravity values.
 FD0004
 FD0004;                    North         East    Units  Estimated Accuracy
 FD0004;SPC TN       -   163,260.      564,780.      MT  (+/- 180 meters Scaled)
 FD0004
 FD0004                          SUPERSEDED SURVEY CONTROL
 FD0004
 FD0004  NGVD 29 (??/??/92)  187.691  (m)          615.78   (f) ADJ UNCH    1 2
 FD0004
 FD0004.Superseded values are not recommended for survey control.
 FD0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0004.See file dsdata.txt to determine how the superseded data were derived.
 FD0004
 FD0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE551624(NAD 83)
 FD0004_MARKER: DB = BENCH MARK DISK
 FD0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0004_STAMPING: B 6 1930 616.170
 FD0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0004+STABILITY: SURFACE MOTION
 FD0004
 FD0004  HISTORY     - Date     Condition        Report By
 FD0004  HISTORY     - 1930     MONUMENTED       CGS
 FD0004  HISTORY     - 1960     GOOD             NGS
 FD0004
 FD0004                          STATION DESCRIPTION
 FD0004
 FD0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0004'3 MI SE FROM MURFREESBORO.
 FD0004'3.1 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0004'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, RUTHERFORD COUNTY,
 FD0004'AT A ROAD CROSSING, 56 FEET NORTHWEST OF THE CENTER OF THE
 FD0004'CROSSING, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 24 FEET
 FD0004'WEST OF THE WEST RAIL, 16.5 FEET SOUTHWEST OF AN ABANDONED
 FD0004'RAILWAY-SIGNAL FOUNDATION, AT POLE 34/21, 3 FEET EAST OF THE
 FD0004'RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 FD0004'POST, AND 1-1/2 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD
 FD0004'DISK, STAMPED 616.170 B 6 1930 AND SET IN THE TOP OF A CONCRETE
 FD0004'POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0737 ***********************************************************************
 GD0737  DESIGNATION -  B 60
 GD0737  PID         -  GD0737
 GD0737  STATE/COUNTY-  TN/LAKE
 GD0737  USGS QUAD   -  TIPTONVILLE (1981)
 GD0737
 GD0737                         *CURRENT SURVEY CONTROL
 GD0737  ___________________________________________________________________
 GD0737* NAD 83(1986)-  36 25 33.     (N)    089 25 47.     (W)     SCALED    
 GD0737* NAVD 88     -        87.622  (meters)     287.47   (feet)  ADJUSTED  
 GD0737  ___________________________________________________________________
 GD0737  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0737  DYNAMIC HT  -          87.552 (meters)     287.24  (feet)  COMP
 GD0737  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GD0737
 GD0737  VERT ORDER  -  SECOND    CLASS 0
 GD0737
 GD0737.The horizontal coordinates were scaled from a topographic map and have
 GD0737.an estimated accuracy of +/- 6 seconds.
 GD0737
 GD0737.The orthometric height was determined by differential leveling
 GD0737.and adjusted by the National Geodetic Survey in June 1991..
 GD0737
 GD0737.The geoid height was determined by GEOID03.
 GD0737
 GD0737.The dynamic height is computed by dividing the NAVD 88
 GD0737.geopotential number by the normal gravity value computed on the
 GD0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0737.degrees latitude (g = 980.6199 gals.).
 GD0737
 GD0737.The modeled gravity was interpolated from observed gravity values.
 GD0737
 GD0737;                    North         East    Units  Estimated Accuracy
 GD0737;SPC TN       -   237,560.      292,500.      MT  (+/- 180 meters Scaled)
 GD0737
 GD0737                          SUPERSEDED SURVEY CONTROL
 GD0737
 GD0737  NGVD 29 (??/??/??)   87.682  (m)          287.67   (f) ADJUSTED    2 0
 GD0737
 GD0737.Superseded values are not recommended for survey control.
 GD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0737.See file dsdata.txt to determine how the superseded data were derived.
 GD0737
 GD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF821339(NAD 83)
 GD0737_MARKER: DB = BENCH MARK DISK
 GD0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0737_STAMPING: B 60 1935
 GD0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0737+STABILITY: SURFACE MOTION
 GD0737
 GD0737  HISTORY     - Date     Condition        Report By
 GD0737  HISTORY     - 1935     MONUMENTED       CGS
 GD0737  HISTORY     - 1963     MARK NOT FOUND   USGS
 GD0737
 GD0737                          STATION DESCRIPTION
 GD0737
 GD0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0737'1 MI N FROM PROCTOR CITY.
 GD0737'1.0 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0737'STATION AT PROCTOR CITY, LAKE COUNTY, 18 YARDS SOUTH OF THE
 GD0737'CENTERLINE OF A PRIVATE ROAD CROSSING, AT THE NORTHEAST CORNER
 GD0737'OF A BARNYARD, 6 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND
 GD0737'1 YARD WEST OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED
 GD0737'B 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0737
 GD0737                          STATION RECOVERY (1963)
 GD0737
 GD0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GD0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0379 ***********************************************************************
 GD0379  DESIGNATION -  B 62
 GD0379  PID         -  GD0379
 GD0379  STATE/COUNTY-  TN/CARROLL
 GD0379  USGS QUAD   -  TREZEVANT EAST (1985)
 GD0379
 GD0379                         *CURRENT SURVEY CONTROL
 GD0379  ___________________________________________________________________
 GD0379* NAD 83(1986)-  36 05 53.     (N)    088 32 46.     (W)     SCALED    
 GD0379* NAVD 88     -       114.892  (meters)     376.94   (feet)  ADJUSTED  
 GD0379  ___________________________________________________________________
 GD0379  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0379  DYNAMIC HT  -         114.795 (meters)     376.62  (feet)  COMP
 GD0379  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GD0379
 GD0379  VERT ORDER  -  SECOND    CLASS 0
 GD0379
 GD0379.The horizontal coordinates were scaled from a topographic map and have
 GD0379.an estimated accuracy of +/- 6 seconds.
 GD0379
 GD0379.The orthometric height was determined by differential leveling
 GD0379.and adjusted by the National Geodetic Survey in June 1991..
 GD0379
 GD0379.The geoid height was determined by GEOID03.
 GD0379
 GD0379.The dynamic height is computed by dividing the NAVD 88
 GD0379.geopotential number by the normal gravity value computed on the
 GD0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0379.degrees latitude (g = 980.6199 gals.).
 GD0379
 GD0379.The modeled gravity was interpolated from observed gravity values.
 GD0379
 GD0379;                    North         East    Units  Estimated Accuracy
 GD0379;SPC TN       -   198,780.      370,750.      MT  (+/- 180 meters Scaled)
 GD0379
 GD0379                          SUPERSEDED SURVEY CONTROL
 GD0379
 GD0379  NGVD 29 (??/??/??)  114.950  (m)          377.13   (f) ADJUSTED    2 0
 GD0379
 GD0379.Superseded values are not recommended for survey control.
 GD0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0379.See file dsdata.txt to determine how the superseded data were derived.
 GD0379
 GD0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE608959(NAD 83)
 GD0379_MARKER: DB = BENCH MARK DISK
 GD0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0379_STAMPING: B 62 1935
 GD0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0379+STABILITY: SURFACE MOTION
 GD0379
 GD0379  HISTORY     - Date     Condition        Report By
 GD0379  HISTORY     - 1935     MONUMENTED       CGS
 GD0379  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0379
 GD0379                          STATION DESCRIPTION
 GD0379
 GD0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0379'2.7 MI SW FROM MC KENZIE.
 GD0379'2.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0379'FROM THE STATION AT MC KENZIE, CARROLL COUNTY, 3-1/2 RAILS
 GD0379'NORTHEAST OF MILEPOST 267, 42 FEET EAST OF THE CENTER OF A GRADE
 GD0379'CROSSING, 48 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND
 GD0379'8 INCHES INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GD0379'B 62 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RR
 GD0379'CO CLEARED THEIR RIGHT-OF-WAY WITH A BULLDOZER SEVERAL YEARS AGO
 GD0379'AND ALL THE OLD FENCES WERE TORN OUT AND THE DRAINAGE DITCHES
 GD0379'CLEANED.  IT IS ASSUMED THAT THIS MARK WAS DESTROYED DURING THIS
 GD0379'CONSTRUCTION WORK.
 GD0379
 GD0379                          STATION RECOVERY (1967)
 GD0379
 GD0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0994 ***********************************************************************
 FE0994  DESIGNATION -  B 64
 FE0994  PID         -  FE0994
 FE0994  STATE/COUNTY-  TN/HARDEMAN
 FE0994  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0994
 FE0994                         *CURRENT SURVEY CONTROL
 FE0994  ___________________________________________________________________
 FE0994* NAD 83(1986)-  35 02 56.     (N)    089 11 16.     (W)     SCALED    
 FE0994* NAVD 88     -       175.808  (meters)     576.80   (feet)  ADJUSTED  
 FE0994  ___________________________________________________________________
 FE0994  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0994  DYNAMIC HT  -         175.641 (meters)     576.25  (feet)  COMP
 FE0994  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FE0994
 FE0994  VERT ORDER  -  FIRST     CLASS II
 FE0994
 FE0994.The horizontal coordinates were scaled from a topographic map and have
 FE0994.an estimated accuracy of +/- 6 seconds.
 FE0994
 FE0994.The orthometric height was determined by differential leveling
 FE0994.and adjusted by the National Geodetic Survey in June 1991..
 FE0994.WARNING-Repeat measurements at this control monument indicate possible
 FE0994.vertical movement.
 FE0994
 FE0994.The geoid height was determined by GEOID03.
 FE0994
 FE0994.The dynamic height is computed by dividing the NAVD 88
 FE0994.geopotential number by the normal gravity value computed on the
 FE0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0994.degrees latitude (g = 980.6199 gals.).
 FE0994
 FE0994.The modeled gravity was interpolated from observed gravity values.
 FE0994
 FE0994;                    North         East    Units  Estimated Accuracy
 FE0994;SPC TN       -    84,130.      309,210.      MT  (+/- 180 meters Scaled)
 FE0994
 FE0994                          SUPERSEDED SURVEY CONTROL
 FE0994
 FE0994  NGVD 29 (??/??/??)  175.851  (m)          576.94   (f) ADJUSTED    1 2
 FE0994
 FE0994.Superseded values are not recommended for survey control.
 FE0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0994.See file dsdata.txt to determine how the superseded data were derived.
 FE0994
 FE0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD004806(NAD 83)
 FE0994_MARKER: DB = BENCH MARK DISK
 FE0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0994_STAMPING: B 64 1935
 FE0994_MARK LOGO: CGS   
 FE0994_PROJECTION: FLUSH
 FE0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0994+STABILITY: SURFACE MOTION
 FE0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0994+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE0994
 FE0994  HISTORY     - Date     Condition        Report By
 FE0994  HISTORY     - 1935     MONUMENTED       CGS
 FE0994  HISTORY     - 1944     GOOD             CGS
 FE0994  HISTORY     - 1983     GOOD             NGS
 FE0994  HISTORY     - 20020923 GOOD             USACE
 FE0994  HISTORY     - 20040712 GOOD             USPSQD
 FE0994
 FE0994                          STATION DESCRIPTION
 FE0994
 FE0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0994'AT GRAND JUNCTION.
 FE0994'AT GRAND JUNCTION, HARDEMAN COUNTY, 125 FEET NORTH ALONG THE
 FE0994'ILLINOIS CENTRAL RAILROAD FROM THE SOUTHERN RAILWAY CROSSING, 33
 FE0994'FEET EAST OF THE EAST SIDE OF THE STATION, AND 19.6 FEET WEST OF
 FE0994'THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED B
 FE0994'64 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0994'0.1 FOOT ABOVE GROUND.
 FE0994
 FE0994                          STATION RECOVERY (1983)
 FE0994
 FE0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0994'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GRAND
 FE0994'JUNCTION LOCATED ABOUT THE CENTER OF A TRACK ROAD WHICH PARALLELS THE
 FE0994'ILLINOIS CENTRAL RAILROAD, 10.6 METERS (34.8 FT) EAST OF THE NORTHEAST
 FE0994'CORNER OF THE SOUTHERN RAILROAD STATION, 3.0 METERS (10.0 FT) EAST OF
 FE0994'A 1 INCH GAS LINE VENT PIPE, 5.2 METERS (17.0 FT) WEST OF THE WEST
 FE0994'RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, AND 29.4 METERS (96.4 FT)
 FE0994'NORTH OF THE NORTH RAIL OF THE SOUTHERN RAILROAD.
 FE0994'THE MARK IS ABOVE LEVEL WITH ILLINOIS RAILROAD.
 FE0994
 FE0994                          STATION RECOVERY (2002)
 FE0994
 FE0994'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0994'EXCELLENT CANDIDATE FOR GPS NETWORK.
 FE0994
 FE0994                          STATION RECOVERY (2004)
 FE0994
 FE0994'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0576 ***********************************************************************
 FE0576  DESIGNATION -  B 65
 FE0576  PID         -  FE0576
 FE0576  STATE/COUNTY-  TN/MADISON
 FE0576  USGS QUAD   -  MEDON (1981)
 FE0576
 FE0576                         *CURRENT SURVEY CONTROL
 FE0576  ___________________________________________________________________
 FE0576* NAD 83(1986)-  35 28 25.     (N)    088 52 06.     (W)     SCALED    
 FE0576* NAVD 88     -       145.815  (meters)     478.39   (feet)  ADJUSTED  
 FE0576  ___________________________________________________________________
 FE0576  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0576  DYNAMIC HT  -         145.682 (meters)     477.96  (feet)  COMP
 FE0576  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 FE0576
 FE0576  VERT ORDER  -  SECOND    CLASS 0
 FE0576
 FE0576.The horizontal coordinates were scaled from a topographic map and have
 FE0576.an estimated accuracy of +/- 6 seconds.
 FE0576
 FE0576.The orthometric height was determined by differential leveling
 FE0576.and adjusted by the National Geodetic Survey in June 1991..
 FE0576
 FE0576.The geoid height was determined by GEOID03.
 FE0576
 FE0576.The dynamic height is computed by dividing the NAVD 88
 FE0576.geopotential number by the normal gravity value computed on the
 FE0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0576.degrees latitude (g = 980.6199 gals.).
 FE0576
 FE0576.The modeled gravity was interpolated from observed gravity values.
 FE0576
 FE0576;                    North         East    Units  Estimated Accuracy
 FE0576;SPC TN       -   130,330.      339,720.      MT  (+/- 180 meters Scaled)
 FE0576
 FE0576                          SUPERSEDED SURVEY CONTROL
 FE0576
 FE0576  NGVD 29 (??/??/??)  145.830  (m)          478.44   (f) ADJUSTED    2 0
 FE0576
 FE0576.Superseded values are not recommended for survey control.
 FE0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0576.See file dsdata.txt to determine how the superseded data were derived.
 FE0576
 FE0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE304271(NAD 83)
 FE0576_MARKER: DB = BENCH MARK DISK
 FE0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0576_STAMPING: B 65 1935
 FE0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0576+STABILITY: SURFACE MOTION
 FE0576
 FE0576  HISTORY     - Date     Condition        Report By
 FE0576  HISTORY     - 1935     MONUMENTED       CGS
 FE0576  HISTORY     - 1961     MARK NOT FOUND   USGS
 FE0576
 FE0576                          STATION DESCRIPTION
 FE0576
 FE0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0576'1.2 MI N FROM MEDON.
 FE0576'1.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0576'STATION AT MEDON, MADISON COUNTY, AT THE CROSSING OF OLD STATE
 FE0576'HIGHWAY 18, 30 FEET NORTH OF THE HIGHWAY, 40 FEET EAST OF THE
 FE0576'TRACK, AND 10 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK,
 FE0576'STAMPED B 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0576
 FE0576                          STATION RECOVERY (1961)
 FE0576
 FE0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FE0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0705 ***********************************************************************
 FE0705  DESIGNATION -  B 66
 FE0705  PID         -  FE0705
 FE0705  STATE/COUNTY-  TN/MADISON
 FE0705  USGS QUAD   -  MEDINA (1981)
 FE0705
 FE0705                         *CURRENT SURVEY CONTROL
 FE0705  ___________________________________________________________________
 FE0705* NAD 83(1986)-  35 46 48.     (N)    088 47 27.     (W)     SCALED    
 FE0705* NAVD 88     -       140.069  (meters)     459.54   (feet)  ADJUSTED  
 FE0705  ___________________________________________________________________
 FE0705  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0705  DYNAMIC HT  -         139.947 (meters)     459.14  (feet)  COMP
 FE0705  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 FE0705
 FE0705  VERT ORDER  -  FIRST     CLASS II
 FE0705
 FE0705.The horizontal coordinates were scaled from a topographic map and have
 FE0705.an estimated accuracy of +/- 6 seconds.
 FE0705
 FE0705.The orthometric height was determined by differential leveling
 FE0705.and adjusted by the National Geodetic Survey in June 1991..
 FE0705
 FE0705.The geoid height was determined by GEOID03.
 FE0705
 FE0705.The dynamic height is computed by dividing the NAVD 88
 FE0705.geopotential number by the normal gravity value computed on the
 FE0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0705.degrees latitude (g = 980.6199 gals.).
 FE0705
 FE0705.The modeled gravity was interpolated from observed gravity values.
 FE0705
 FE0705;                    North         East    Units  Estimated Accuracy
 FE0705;SPC TN       -   164,100.      347,720.      MT  (+/- 180 meters Scaled)
 FE0705
 FE0705                          SUPERSEDED SURVEY CONTROL
 FE0705
 FE0705  NGVD 29 (??/??/??)  140.120  (m)          459.71   (f) ADJUSTED    1 2
 FE0705
 FE0705.Superseded values are not recommended for survey control.
 FE0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0705.See file dsdata.txt to determine how the superseded data were derived.
 FE0705
 FE0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE381610(NAD 83)
 FE0705_MARKER: DB = BENCH MARK DISK
 FE0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0705_STAMPING: B 66 1935
 FE0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0705+STABILITY: SURFACE MOTION
 FE0705
 FE0705  HISTORY     - Date     Condition        Report By
 FE0705  HISTORY     - 1935     MONUMENTED       CGS
 FE0705  HISTORY     - 1948     GOOD             CGS
 FE0705
 FE0705                          STATION DESCRIPTION
 FE0705
 FE0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0705'1.8 MI S FROM MEDINA.
 FE0705'ABOUT 1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0705'THE STATION AT MEDINA, ABOUT 0.2 MILE NORTH OF MILE POST C 459,
 FE0705'7 RAILS (85 YARDS) NORTH OF A SMALL DIRT ROAD CROSSING, 46.5
 FE0705'FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF THE R/W FENCE LINE,
 FE0705'24 FEET WEST OF A TELEPHONE POLE, 2.5 FEET SOUTH OF A WHITE
 FE0705'WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 FE0705'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1168 ***********************************************************************
 FE1168  DESIGNATION -  B 67
 FE1168  PID         -  FE1168
 FE1168  STATE/COUNTY-  TN/TIPTON
 FE1168  USGS QUAD   -  MASON (1973)
 FE1168
 FE1168                         *CURRENT SURVEY CONTROL
 FE1168  ___________________________________________________________________
 FE1168* NAD 83(1986)-  35 24 43.     (N)    089 32 14.     (W)     SCALED    
 FE1168* NAVD 88     -        95.770  (meters)     314.21   (feet)  ADJUSTED  
 FE1168  ___________________________________________________________________
 FE1168  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1168  DYNAMIC HT  -          95.686 (meters)     313.93  (feet)  COMP
 FE1168  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 FE1168
 FE1168  VERT ORDER  -  SECOND    CLASS 0
 FE1168
 FE1168.The horizontal coordinates were scaled from a topographic map and have
 FE1168.an estimated accuracy of +/- 6 seconds.
 FE1168
 FE1168.The orthometric height was determined by differential leveling
 FE1168.and adjusted by the National Geodetic Survey in June 1991..
 FE1168
 FE1168.The geoid height was determined by GEOID03.
 FE1168
 FE1168.The dynamic height is computed by dividing the NAVD 88
 FE1168.geopotential number by the normal gravity value computed on the
 FE1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1168.degrees latitude (g = 980.6199 gals.).
 FE1168
 FE1168.The modeled gravity was interpolated from observed gravity values.
 FE1168
 FE1168;                    North         East    Units  Estimated Accuracy
 FE1168;SPC TN       -   125,480.      278,800.      MT  (+/- 180 meters Scaled)
 FE1168
 FE1168                          SUPERSEDED SURVEY CONTROL
 FE1168
 FE1168  NGVD 29 (??/??/??)   95.760  (m)          314.17   (f) ADJUSTED    2 0
 FE1168
 FE1168.Superseded values are not recommended for survey control.
 FE1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1168.See file dsdata.txt to determine how the superseded data were derived.
 FE1168
 FE1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE696216(NAD 83)
 FE1168_MARKER: DB = BENCH MARK DISK
 FE1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1168_STAMPING: B 67 1935
 FE1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1168+STABILITY: SURFACE MOTION
 FE1168
 FE1168  HISTORY     - Date     Condition        Report By
 FE1168  HISTORY     - 1935     MONUMENTED       CGS
 FE1168  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1168
 FE1168                          STATION DESCRIPTION
 FE1168
 FE1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1168'AT MASON.
 FE1168'AT MASON, TIPTON COUNTY, A U.S. HIGHWAY 70, AT THE HIGH SCHOOL, AT
 FE1168'THE NORTHEAST CORNER OF THE YARD, 37 FEET WEST OF THE CENTERLINE
 FE1168'OF U.S. HIGHWAY 70, AND 15 FEET SOUTH OF AN ALLEY.  A STANDARD
 FE1168'DISK, STAMPED B 67 1935 AND SET IN THE TOP OF A CONCRETE POST
 FE1168'PROJECTING 3 INCHES ABOVE GROUND.
 FE1168
 FE1168                          STATION RECOVERY (1963)
 FE1168
 FE1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1204 ***********************************************************************
 FE1204  DESIGNATION -  B 68
 FE1204  PID         -  FE1204
 FE1204  STATE/COUNTY-  TN/SHELBY
 FE1204  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1204
 FE1204                         *CURRENT SURVEY CONTROL
 FE1204  ___________________________________________________________________
 FE1204* NAD 83(1986)-  35 09 48.     (N)    089 58 40.     (W)     SCALED    
 FE1204* NAVD 88     -        75.526  (meters)     247.79   (feet)  ADJUSTED  
 FE1204  ___________________________________________________________________
 FE1204  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1204  DYNAMIC HT  -          75.458 (meters)     247.57  (feet)  COMP
 FE1204  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 FE1204
 FE1204  VERT ORDER  -  SECOND    CLASS 0
 FE1204
 FE1204.The horizontal coordinates were scaled from a topographic map and have
 FE1204.an estimated accuracy of +/- 6 seconds.
 FE1204
 FE1204.The orthometric height was determined by differential leveling
 FE1204.and adjusted by the National Geodetic Survey in June 1991..
 FE1204
 FE1204.The geoid height was determined by GEOID03.
 FE1204
 FE1204.The dynamic height is computed by dividing the NAVD 88
 FE1204.geopotential number by the normal gravity value computed on the
 FE1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1204.degrees latitude (g = 980.6199 gals.).
 FE1204
 FE1204.The modeled gravity was interpolated from observed gravity values.
 FE1204
 FE1204;                    North         East    Units  Estimated Accuracy
 FE1204;SPC TN       -    99,450.      237,690.      MT  (+/- 180 meters Scaled)
 FE1204
 FE1204                          SUPERSEDED SURVEY CONTROL
 FE1204
 FE1204  NGVD 29 (??/??/??)   75.516  (m)          247.76   (f) ADJUSTED    2 0
 FE1204
 FE1204.Superseded values are not recommended for survey control.
 FE1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1204.See file dsdata.txt to determine how the superseded data were derived.
 FE1204
 FE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD287952(NAD 83)
 FE1204_MARKER: DB = BENCH MARK DISK
 FE1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1204_STAMPING: B 68 1935
 FE1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1204+STABILITY: SURFACE MOTION
 FE1204
 FE1204  HISTORY     - Date     Condition        Report By
 FE1204  HISTORY     - 1935     MONUMENTED       CGS
 FE1204  HISTORY     - 1956     MARK NOT FOUND   CGS
 FE1204
 FE1204                          STATION DESCRIPTION
 FE1204
 FE1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1204'AT MEMPHIS.
 FE1204'AT MEMPHIS, ON THE LOUISVILLE AND NASHVILLE RAILROAD, NEAR THE
 FE1204'EAST END OF A CUT, AND 20 FEET SOUTH OF THE CENTERLINE OF THE
 FE1204'TRACK.  A STANDARD DISK, STAMPED B 68 1935 AND SET IN THE TOP
 FE1204'OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.  STADIA
 FE1204'MEASUREMENTS LOCATE THIS MARK ABOUT MIDWAY BETWEEN BENCH MARKS
 FE1204'Z 67 AND D 68---2.3 MILES FROM Z 67 AND 2.1 MILES FROM D 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1365 ***********************************************************************
 FE1365  DESIGNATION -  B 69
 FE1365  PID         -  FE1365
 FE1365  STATE/COUNTY-  TN/TIPTON
 FE1365  USGS QUAD   -  MUNFORD (1983)
 FE1365
 FE1365                         *CURRENT SURVEY CONTROL
 FE1365  ___________________________________________________________________
 FE1365* NAD 83(1986)-  35 24 50.     (N)    089 49 10.     (W)     SCALED    
 FE1365* NAVD 88     -       108.520  (meters)     356.04   (feet)  ADJUSTED  
 FE1365  ___________________________________________________________________
 FE1365  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1365  DYNAMIC HT  -         108.425 (meters)     355.72  (feet)  COMP
 FE1365  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 FE1365
 FE1365  VERT ORDER  -  SECOND    CLASS 0
 FE1365
 FE1365.The horizontal coordinates were scaled from a topographic map and have
 FE1365.an estimated accuracy of +/- 6 seconds.
 FE1365
 FE1365.The orthometric height was determined by differential leveling
 FE1365.and adjusted by the National Geodetic Survey in June 1991..
 FE1365
 FE1365.The geoid height was determined by GEOID03.
 FE1365
 FE1365.The dynamic height is computed by dividing the NAVD 88
 FE1365.geopotential number by the normal gravity value computed on the
 FE1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1365.degrees latitude (g = 980.6199 gals.).
 FE1365
 FE1365.The modeled gravity was interpolated from observed gravity values.
 FE1365
 FE1365;                    North         East    Units  Estimated Accuracy
 FE1365;SPC TN       -   126,660.      253,190.      MT  (+/- 180 meters Scaled)
 FE1365
 FE1365                          SUPERSEDED SURVEY CONTROL
 FE1365
 FE1365  NGVD 29 (??/??/??)  108.532  (m)          356.08   (f) ADJUSTED    2 0
 FE1365
 FE1365.Superseded values are not recommended for survey control.
 FE1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1365.See file dsdata.txt to determine how the superseded data were derived.
 FE1365
 FE1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE439225(NAD 83)
 FE1365_MARKER: DB = BENCH MARK DISK
 FE1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1365_STAMPING: B 69 1935
 FE1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1365+STABILITY: SURFACE MOTION
 FE1365
 FE1365  HISTORY     - Date     Condition        Report By
 FE1365  HISTORY     - 1935     MONUMENTED       CGS
 FE1365  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1365
 FE1365                          STATION DESCRIPTION
 FE1365
 FE1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1365'AT TIPTON.
 FE1365'AT TIPTON, TIPTON COUNTY, AT MILEPOST 367+2, 50 FEET SOUTH OF
 FE1365'THE ILLINOIS CENTRAL RAILROAD STATION, AND 30 FEET EAST OF THE
 FE1365'TRACK.  A STANDARD DISK, STAMPED B 69 1935 AND SET IN THE TOP
 FE1365'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0237 ***********************************************************************
 FD0237  DESIGNATION -  B 7
 FD0237  PID         -  FD0237
 FD0237  STATE/COUNTY-  TN/COFFEE
 FD0237  USGS QUAD   -  NORMANDY LAKE (1976)
 FD0237
 FD0237                         *CURRENT SURVEY CONTROL
 FD0237  ___________________________________________________________________
 FD0237* NAD 83(1986)-  35 24 09.     (N)    086 08 04.     (W)     SCALED    
 FD0237* NAVD 88     -       307.943  (meters)    1010.31   (feet)  ADJUSTED  
 FD0237  ___________________________________________________________________
 FD0237  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD0237  DYNAMIC HT  -         307.647 (meters)    1009.34  (feet)  COMP
 FD0237  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 FD0237
 FD0237  VERT ORDER  -  SECOND    CLASS 0
 FD0237
 FD0237.The horizontal coordinates were scaled from a topographic map and have
 FD0237.an estimated accuracy of +/- 6 seconds.
 FD0237
 FD0237.The orthometric height was determined by differential leveling
 FD0237.and adjusted by the National Geodetic Survey in June 1991..
 FD0237
 FD0237.The geoid height was determined by GEOID03.
 FD0237
 FD0237.The dynamic height is computed by dividing the NAVD 88
 FD0237.geopotential number by the normal gravity value computed on the
 FD0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0237.degrees latitude (g = 980.6199 gals.).
 FD0237
 FD0237.The modeled gravity was interpolated from observed gravity values.
 FD0237
 FD0237;                    North         East    Units  Estimated Accuracy
 FD0237;SPC TN       -   118,630.      587,790.      MT  (+/- 180 meters Scaled)
 FD0237
 FD0237                          SUPERSEDED SURVEY CONTROL
 FD0237
 FD0237  NGVD 29 (??/??/92)  307.929  (m)         1010.26   (f) ADJ UNCH    2 0
 FD0237
 FD0237.Superseded values are not recommended for survey control.
 FD0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0237.See file dsdata.txt to determine how the superseded data were derived.
 FD0237
 FD0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE785180(NAD 83)
 FD0237_MARKER: DB = BENCH MARK DISK
 FD0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0237_STAMPING: 1010.589 B 7 1930
 FD0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0237+STABILITY: SURFACE MOTION
 FD0237
 FD0237  HISTORY     - Date     Condition        Report By
 FD0237  HISTORY     - 1930     MONUMENTED       CGS
 FD0237  HISTORY     - 1934     GOOD             NGS
 FD0237
 FD0237                          STATION DESCRIPTION
 FD0237
 FD0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0237'5.2 MI NE FROM TULLAHOMA.
 FD0237'5.2 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0237'LOUIS RAILWAY FROM TULLAHOMA, COFFEE COUNTY, AT THE STATION AT
 FD0237'HICKERSON, 15 FEET SOUTHEAST OF THE SOUTHEAST SIDE, AND 9 FEET
 FD0237'SOUTHWEST OF THE NORTHEAST SIDE, A STANDARD DISK, STAMPED
 FD0237'1010.589 B 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1997 ***********************************************************************
 FB1997  DESIGNATION -  B 7
 FB1997  PID         -  FB1997
 FB1997  STATE/COUNTY-  TN/BLOUNT
 FB1997  USGS QUAD   -  WILDWOOD (1988)
 FB1997
 FB1997                         *CURRENT SURVEY CONTROL
 FB1997  ___________________________________________________________________
 FB1997* NAD 83(1986)-  35 45 40.     (N)    083 52 27.     (W)     SCALED    
 FB1997* NAVD 88     -       298.51   (+/-2cm)     979.4    (feet)  VERTCON   
 FB1997  ___________________________________________________________________
 FB1997  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB1997
 FB1997  VERT ORDER  -  ? (See Below)
 FB1997
 FB1997.The horizontal coordinates were scaled from a topographic map and have
 FB1997.an estimated accuracy of +/- 6 seconds.
 FB1997
 FB1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1997.The vertical order pertains to the NGVD 29 superseded value.
 FB1997
 FB1997.The geoid height was determined by GEOID03.
 FB1997
 FB1997;                    North         East    Units  Estimated Accuracy
 FB1997;SPC TN       -   160,500.      792,220.      MT  (+/- 180 meters Scaled)
 FB1997
 FB1997                          SUPERSEDED SURVEY CONTROL
 FB1997
 FB1997  NGVD 29 (??/??/92)  298.631  (m)          979.76   (f) ADJ UNCH    ?  
 FB1997
 FB1997.Superseded values are not recommended for survey control.
 FB1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1997.See file dsdata.txt to determine how the superseded data were derived.
 FB1997
 FB1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV401612(NAD 83)
 FB1997_MARKER: DD = SURVEY DISK
 FB1997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1997_SP_SET: STEP
 FB1997_STAMPING: B 7 1928
 FB1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1997
 FB1997  HISTORY     - Date     Condition        Report By
 FB1997  HISTORY     - 1928     MONUMENTED       USGS
 FB1997  HISTORY     - 1938     GOOD             TVA
 FB1997
 FB1997                          STATION DESCRIPTION
 FB1997
 FB1997'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1997'5.3 MI E FROM MARYVILLE.
 FB1997'5.3 MILES EAST ALONG STATE HIGHWAY 73 FROM THE INTERSECTION OF
 FB1997'U.S. HIGHWAY 129 AT MARYVILLE, AT THE NORTHEAST ENTRANCE TO
 FB1997'PLEASANT GROVE BAPTIST CHURCH, IN THE TOP OF THE NORTH END OF THE
 FB1997'SECOND STEP, AND NEAR THE PAINTED FIGURES 979.5.  A UNITED STATES
 FB1997'GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 7 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0589 ***********************************************************************
 FE0589  DESIGNATION -  B 72
 FE0589  PID         -  FE0589
 FE0589  STATE/COUNTY-  TN/HARDEMAN
 FE0589  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0589
 FE0589                         *CURRENT SURVEY CONTROL
 FE0589  ___________________________________________________________________
 FE0589* NAD 83(1986)-  35 15 28.     (N)    088 59 22.     (W)     SCALED    
 FE0589* NAVD 88     -       132.159  (meters)     433.59   (feet)  ADJUSTED  
 FE0589  ___________________________________________________________________
 FE0589  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0589  DYNAMIC HT  -         132.037 (meters)     433.19  (feet)  COMP
 FE0589  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 FE0589
 FE0589  VERT ORDER  -  SECOND    CLASS 0
 FE0589
 FE0589.The horizontal coordinates were scaled from a topographic map and have
 FE0589.an estimated accuracy of +/- 6 seconds.
 FE0589
 FE0589.The orthometric height was determined by differential leveling
 FE0589.and adjusted by the National Geodetic Survey in June 1991..
 FE0589
 FE0589.The geoid height was determined by GEOID03.
 FE0589
 FE0589.The dynamic height is computed by dividing the NAVD 88
 FE0589.geopotential number by the normal gravity value computed on the
 FE0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0589.degrees latitude (g = 980.6199 gals.).
 FE0589
 FE0589.The modeled gravity was interpolated from observed gravity values.
 FE0589
 FE0589;                    North         East    Units  Estimated Accuracy
 FE0589;SPC TN       -   106,720.      328,000.      MT  (+/- 180 meters Scaled)
 FE0589
 FE0589                          SUPERSEDED SURVEY CONTROL
 FE0589
 FE0589  NGVD 29 (??/??/??)  132.146  (m)          433.55   (f) ADJUSTED    2 0
 FE0589
 FE0589.Superseded values are not recommended for survey control.
 FE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0589.See file dsdata.txt to determine how the superseded data were derived.
 FE0589
 FE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE190034(NAD 83)
 FE0589_MARKER: DB = BENCH MARK DISK
 FE0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0589_STAMPING: B 72 1945
 FE0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0589+STABILITY: SURFACE MOTION
 FE0589
 FE0589  HISTORY     - Date     Condition        Report By
 FE0589  HISTORY     - 1935     MONUMENTED       CGS
 FE0589  HISTORY     - 20020918 POOR             USACE
 FE0589
 FE0589                          STATION DESCRIPTION
 FE0589
 FE0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0589'AT BOLIVAR.
 FE0589'AT BOLIVAR, HARDEMAN COUNTY, ON WASHINGTON STREET, AT CENTRAL
 FE0589'HIGH SCHOOL, 80 FEET SOUTH OF THE FRONT DOOR, 15 FEET NORTH OF THE
 FE0589'CENTERLINE OF WASHINGTON STREET, AND 2 FEET EAST OF THE SIDEWALK.
 FE0589'A STANDARD DISK, STAMPED B 72 1945 AND SET IN THE TOP OF A
 FE0589'CONCRETE POST.
 FE0589
 FE0589                          STATION RECOVERY (2002)
 FE0589
 FE0589'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0589'MARK DESTROYED. OLD HIGH SCHOOL TORN DOWN AND NEW MUNICIPAL BUILDING
 FE0589'COMPLEX BUILT ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1026 ***********************************************************************
 FE1026  DESIGNATION -  B 73
 FE1026  PID         -  FE1026
 FE1026  STATE/COUNTY-  TN/FAYETTE
 FE1026  USGS QUAD   -  SOMERVILLE (1981)
 FE1026
 FE1026                         *CURRENT SURVEY CONTROL
 FE1026  ___________________________________________________________________
 FE1026* NAD 83(1986)-  35 14 37.     (N)    089 21 00.     (W)     SCALED    
 FE1026* NAVD 88     -       119.930  (meters)     393.47   (feet)  ADJUSTED  
 FE1026  ___________________________________________________________________
 FE1026  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1026  DYNAMIC HT  -         119.821 (meters)     393.11  (feet)  COMP
 FE1026  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE1026
 FE1026  VERT ORDER  -  SECOND    CLASS 0
 FE1026
 FE1026.The horizontal coordinates were scaled from a topographic map and have
 FE1026.an estimated accuracy of +/- 6 seconds.
 FE1026
 FE1026.The orthometric height was determined by differential leveling
 FE1026.and adjusted by the National Geodetic Survey in June 1991..
 FE1026
 FE1026.The geoid height was determined by GEOID03.
 FE1026
 FE1026.The dynamic height is computed by dividing the NAVD 88
 FE1026.geopotential number by the normal gravity value computed on the
 FE1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1026.degrees latitude (g = 980.6199 gals.).
 FE1026
 FE1026.The modeled gravity was interpolated from observed gravity values.
 FE1026
 FE1026;                    North         East    Units  Estimated Accuracy
 FE1026;SPC TN       -   106,210.      295,150.      MT  (+/- 180 meters Scaled)
 FE1026
 FE1026                          SUPERSEDED SURVEY CONTROL
 FE1026
 FE1026  NGVD 29 (??/??/??)  119.916  (m)          393.42   (f) ADJUSTED    2 0
 FE1026
 FE1026.Superseded values are not recommended for survey control.
 FE1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1026.See file dsdata.txt to determine how the superseded data were derived.
 FE1026
 FE1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE861025(NAD 83)
 FE1026_MARKER: DB = BENCH MARK DISK
 FE1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1026_STAMPING: B 73 1935
 FE1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1026+STABILITY: SURFACE MOTION
 FE1026
 FE1026  HISTORY     - Date     Condition        Report By
 FE1026  HISTORY     - 1935     MONUMENTED       CGS
 FE1026  HISTORY     - 1951     GOOD             USGS
 FE1026  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1026
 FE1026                          STATION DESCRIPTION
 FE1026
 FE1026'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FE1026'AT SOMERVILLE.
 FE1026'AT SOMERVILLE, FAYETTE COUNTY, ON U.S. HIGHWAY 64, 47 FEET
 FE1026'SOUTH OF THE COUNTY COURTHOUSE, 20 FEET EAST OF THE CENTER OF THE
 FE1026'WALK LEADING TO THE SOUTH DOOR, 30 FEET NORTH OF THE CENTERLINE
 FE1026'OF THE HIGHWAY, AND 8 FEET NORTH OF THE CURB.  A STANDARD DISK,
 FE1026'STAMPED B 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1026
 FE1026                          STATION RECOVERY (2002)
 FE1026
 FE1026'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1026'HWY 64 WIDENED AND NEW SIDEWALK AND CURB POURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1776 ***********************************************************************
 FE1776  DESIGNATION -  B 74
 FE1776  PID         -  FE1776
 FE1776  STATE/COUNTY-  TN/LAUDERDALE
 FE1776  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1776
 FE1776                         *CURRENT SURVEY CONTROL
 FE1776  ___________________________________________________________________
 FE1776* NAD 83(1986)-  35 45 47.     (N)    089 33 48.     (W)     SCALED    
 FE1776* NAVD 88     -       102.092  (meters)     334.95   (feet)  ADJUSTED  
 FE1776  ___________________________________________________________________
 FE1776  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1776  DYNAMIC HT  -         102.005 (meters)     334.66  (feet)  COMP
 FE1776  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 FE1776
 FE1776  VERT ORDER  -  FIRST     CLASS I
 FE1776
 FE1776.The horizontal coordinates were scaled from a topographic map and have
 FE1776.an estimated accuracy of +/- 6 seconds.
 FE1776
 FE1776.The orthometric height was determined by differential leveling
 FE1776.and adjusted by the National Geodetic Survey in June 1991..
 FE1776.WARNING-Repeat measurements at this control monument indicate possible
 FE1776.vertical movement.
 FE1776
 FE1776.The geoid height was determined by GEOID03.
 FE1776
 FE1776.The dynamic height is computed by dividing the NAVD 88
 FE1776.geopotential number by the normal gravity value computed on the
 FE1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1776.degrees latitude (g = 980.6199 gals.).
 FE1776
 FE1776.The modeled gravity was interpolated from observed gravity values.
 FE1776
 FE1776;                    North         East    Units  Estimated Accuracy
 FE1776;SPC TN       -   164,490.      277,850.      MT  (+/- 180 meters Scaled)
 FE1776
 FE1776                          SUPERSEDED SURVEY CONTROL
 FE1776
 FE1776  NGVD 29 (??/??/??)  102.051  (m)          334.81   (f) ADJUSTED    1 1
 FE1776
 FE1776.Superseded values are not recommended for survey control.
 FE1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1776.See file dsdata.txt to determine how the superseded data were derived.
 FE1776
 FE1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE682606(NAD 83)
 FE1776_MARKER: DB = BENCH MARK DISK
 FE1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1776_STAMPING: B 74 1935
 FE1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1776+STABILITY: SURFACE MOTION
 FE1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1776+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 FE1776
 FE1776  HISTORY     - Date     Condition        Report By
 FE1776  HISTORY     - 1935     MONUMENTED       CGS
 FE1776  HISTORY     - 1974     GOOD             NGS
 FE1776  HISTORY     - 20020809 GOOD             USACE
 FE1776  HISTORY     - 20031014 GOOD             INDIV
 FE1776
 FE1776                          STATION DESCRIPTION
 FE1776
 FE1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1776'2.4 MI NW FROM RIPLEY.
 FE1776'ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE
 FE1776'COURTHOUSE AT RIPLEY, ALSO, 1.6 MILES EAST OF THE ARP ELEMENTARY
 FE1776'SCHOOL, 0.95 MILE NORTHWEST OF A CONCRETE OVERPASS OF NEW U.S.
 FE1776'HIGHWAY 51 BYPASS, 109 FEET WEST OF THE CENTER LINE OF A GRAVEL
 FE1776'ROAD LEADING NORTH, 108 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 FE1776'CORNER OF A FRAME HOUSE, 37 1/2 FEET NORTH OF THE CENTER LINE
 FE1776'OF STATE HIGHWAY 19, 25.7 FEET WEST OF A 30-INCH GUM TREE, 11.5
 FE1776'FEET EAST OF A FENCE CORNER POST, 1 FOOT ABOVE HIGHWAY AND IN THE
 FE1776'TOP OF A CONCRETE POST PROJECTING 3-INCHES ABOVE THE LAWN.
 FE1776
 FE1776                          STATION RECOVERY (2002)
 FE1776
 FE1776'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1776'RECOVERED IN GOOD CONDITION.
 FE1776
 FE1776                          STATION RECOVERY (2003)
 FE1776
 FE1776'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LEL)
 FE1776'THE GRAVEL RD NORTH IN THE 1974 DESCRIPTION IS NOW AUSTIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0485 ***********************************************************************
 FF0485  DESIGNATION -  B 75
 FF0485  PID         -  FF0485
 FF0485  STATE/COUNTY-  TN/SHELBY
 FF0485  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0485
 FF0485                         *CURRENT SURVEY CONTROL
 FF0485  ___________________________________________________________________
 FF0485* NAD 83(1986)-  35 08 16.     (N)    090 03 28.     (W)     SCALED    
 FF0485* NAVD 88     -        86.428  (meters)     283.56   (feet)  ADJUSTED  
 FF0485  ___________________________________________________________________
 FF0485  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0485  DYNAMIC HT  -          86.350 (meters)     283.30  (feet)  COMP
 FF0485  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FF0485
 FF0485  VERT ORDER  -  FIRST     CLASS I
 FF0485
 FF0485.The horizontal coordinates were scaled from a topographic map and have
 FF0485.an estimated accuracy of +/- 6 seconds.
 FF0485
 FF0485.The orthometric height was determined by differential leveling
 FF0485.and adjusted by the National Geodetic Survey in June 1991..
 FF0485
 FF0485.The geoid height was determined by GEOID03.
 FF0485
 FF0485.The dynamic height is computed by dividing the NAVD 88
 FF0485.geopotential number by the normal gravity value computed on the
 FF0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0485.degrees latitude (g = 980.6199 gals.).
 FF0485
 FF0485.The modeled gravity was interpolated from observed gravity values.
 FF0485
 FF0485;                    North         East    Units  Estimated Accuracy
 FF0485;SPC TN       -    96,920.      230,290.      MT  (+/- 180 meters Scaled)
 FF0485
 FF0485                          SUPERSEDED SURVEY CONTROL
 FF0485
 FF0485  NGVD 29 (??/??/??)   86.387  (m)          283.42   (f) ADJUSTED    1 1
 FF0485
 FF0485.Superseded values are not recommended for survey control.
 FF0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0485.See file dsdata.txt to determine how the superseded data were derived.
 FF0485
 FF0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU680922(NAD 83)
 FF0485_MARKER: DB = BENCH MARK DISK
 FF0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0485_SP_SET: BRICK BUILDING
 FF0485_STAMPING: B 75 1956
 FF0485_MARK LOGO: CGS   
 FF0485_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0485+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0485
 FF0485  HISTORY     - Date     Condition        Report By
 FF0485  HISTORY     - 1956     MONUMENTED       CGS
 FF0485  HISTORY     - 1974     GOOD             NGS
 FF0485  HISTORY     - 1976     GOOD             NGS
 FF0485  HISTORY     - 19950516 GOOD             TN1620
 FF0485  HISTORY     - 20001128 GOOD             USE
 FF0485
 FF0485                          STATION DESCRIPTION
 FF0485
 FF0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0485'AT MEMPHIS.
 FF0485'AT MEMPHIS, 0.6 MILE SOUTHWEST ALONG SOUTH FRONT STREET FROM THE
 FF0485'COURTHOUSE-CUSTOM HOUSE-POST OFFICE, AT THE INTERSECTION WITH VANCE
 FF0485'AVENUE, 34.5 FEET NORTHEAST OF THE CENTER LINE OF VANCE AVENUE,
 FF0485'30 FEET SOUTHEAST OF THE CENTER LINE OF SOUTH FRONT STREET, AT
 FF0485'THE WEST CORNER OF A VACANT THREE STORY BRICK BUILDING, SET
 FF0485'VERTICALLY IN THE NORTHWEST FACE OF THE BUILDING, 1.4 FEET NORTHEAST
 FF0485'OF THE WEST CORNER, 2 FEET ABOVE SIDEWALK.
 FF0485
 FF0485                          STATION RECOVERY (1976)
 FF0485
 FF0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0485'RECOVERED IN GOOD CONDITION.
 FF0485
 FF0485                          STATION RECOVERY (1995)
 FF0485
 FF0485'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0485'RECOVERED IN GOOD CONDITION.
 FF0485
 FF0485                          STATION RECOVERY (2000)
 FF0485
 FF0485'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1201 ***********************************************************************
 FE1201  DESIGNATION -  B 76
 FE1201  PID         -  FE1201
 FE1201  STATE/COUNTY-  TN/SHELBY
 FE1201  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1201
 FE1201                         *CURRENT SURVEY CONTROL
 FE1201  ___________________________________________________________________
 FE1201* NAD 83(1986)-  35 10 08.     (N)    089 57 36.     (W)     SCALED    
 FE1201* NAVD 88     -        75.623  (meters)     248.11   (feet)  ADJUSTED  
 FE1201  ___________________________________________________________________
 FE1201  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE1201  DYNAMIC HT  -          75.554 (meters)     247.88  (feet)  COMP
 FE1201  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FE1201
 FE1201  VERT ORDER  -  SECOND    CLASS 0
 FE1201
 FE1201.The horizontal coordinates were scaled from a topographic map and have
 FE1201.an estimated accuracy of +/- 6 seconds.
 FE1201
 FE1201.The orthometric height was determined by differential leveling
 FE1201.and adjusted by the National Geodetic Survey in June 1991..
 FE1201
 FE1201.The geoid height was determined by GEOID03.
 FE1201
 FE1201.The dynamic height is computed by dividing the NAVD 88
 FE1201.geopotential number by the normal gravity value computed on the
 FE1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1201.degrees latitude (g = 980.6199 gals.).
 FE1201
 FE1201.The modeled gravity was interpolated from observed gravity values.
 FE1201
 FE1201;                    North         East    Units  Estimated Accuracy
 FE1201;SPC TN       -   100,000.      239,340.      MT  (+/- 180 meters Scaled)
 FE1201
 FE1201                          SUPERSEDED SURVEY CONTROL
 FE1201
 FE1201  NGVD 29 (??/??/??)   75.601  (m)          248.03   (f) ADJUSTED    2 0
 FE1201
 FE1201.Superseded values are not recommended for survey control.
 FE1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1201.See file dsdata.txt to determine how the superseded data were derived.
 FE1201
 FE1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD304957(NAD 83)
 FE1201_MARKER: DB = BENCH MARK DISK
 FE1201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1201_SP_SET: BUILDING
 FE1201_STAMPING: B 76 1956
 FE1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1201+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1201
 FE1201  HISTORY     - Date     Condition        Report By
 FE1201  HISTORY     - 1956     MONUMENTED       CGS
 FE1201  HISTORY     - 19941120 GOOD             TN1620
 FE1201  HISTORY     - 20021015 GOOD             USACE
 FE1201
 FE1201                          STATION DESCRIPTION
 FE1201
 FE1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1201'AT MEMPHIS.
 FE1201'AT MEMPHIS, ALONG WARFORD STREET, ABOUT 0.15 MILE NORTH OF
 FE1201'CROSSING OF WARFORD STREET AND THE LOUISVILLE AND NASHVILLE
 FE1201'RAILROAD, SET VERTICALLY IN THE WEST BRICK FACE OF MAIN OFFICE
 FE1201'OF THE WILSON AND COMPANY, INC AT 1400 WARFORD STREET, 16 FEET
 FE1201'EAST OF EAST CURB LINE OF WARFORD STREET, 2 1/2 FEET NORTH OF
 FE1201'SOUTHWEST CORNER OF BUILDING AND ABOUT 2 FEET ABOVE GROUND.
 FE1201
 FE1201                          STATION RECOVERY (1994)
 FE1201
 FE1201'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1201'RECOVERED IN GOOD CONDITION.
 FE1201
 FE1201                          STATION RECOVERY (2002)
 FE1201
 FE1201'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1201'BUILDING NOW ABANDONED, CHAIN LINK FENCE SURROUNDS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1665 ***********************************************************************
 GB1665  DESIGNATION -  B 78
 GB1665  PID         -  GB1665
 GB1665  STATE/COUNTY-  TN/OVERTON
 GB1665  USGS QUAD   -  LIVINGSTON (1986)
 GB1665
 GB1665                         *CURRENT SURVEY CONTROL
 GB1665  ___________________________________________________________________
 GB1665* NAD 83(1986)-  36 23 42.     (N)    085 18 08.     (W)     SCALED    
 GB1665* NAVD 88     -       329.532  (meters)    1081.14   (feet)  POSTED    
 GB1665  ___________________________________________________________________
 GB1665  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 GB1665  DYNAMIC HT  -         329.240 (meters)    1080.18  (feet)  COMP
 GB1665  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GB1665
 GB1665  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1665
 GB1665.The horizontal coordinates were scaled from a topographic map and have
 GB1665.an estimated accuracy of +/- 6 seconds.
 GB1665
 GB1665.The orthometric height was determined by differential leveling
 GB1665.and adjusted by the National Geodetic Survey in 1992..
 GB1665.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1665.rate of 1.1 thru 2.0 mm/km.
 GB1665
 GB1665.The geoid height was determined by GEOID03.
 GB1665
 GB1665.The dynamic height is computed by dividing the NAVD 88
 GB1665.geopotential number by the normal gravity value computed on the
 GB1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1665.degrees latitude (g = 980.6199 gals.).
 GB1665
 GB1665.The modeled gravity was interpolated from observed gravity values.
 GB1665
 GB1665;                    North         East    Units  Estimated Accuracy
 GB1665;SPC TN       -   228,970.      662,600.      MT  (+/- 180 meters Scaled)
 GB1665
 GB1665                          SUPERSEDED SURVEY CONTROL
 GB1665
 GB1665  NGVD 29 (??/??/92)  329.615  (m)         1081.41   (f) ADJ UNCH    2 0
 GB1665
 GB1665.Superseded values are not recommended for survey control.
 GB1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1665.See file dsdata.txt to determine how the superseded data were derived.
 GB1665
 GB1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF522291(NAD 83)
 GB1665_MARKER: DB = BENCH MARK DISK
 GB1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1665_STAMPING: B 78 1935
 GB1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1665+STABILITY: SURFACE MOTION
 GB1665
 GB1665  HISTORY     - Date     Condition        Report By
 GB1665  HISTORY     - 1935     MONUMENTED       CGS
 GB1665
 GB1665                          STATION DESCRIPTION
 GB1665
 GB1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1665'1.5 MI N FROM LIVINGSTON.
 GB1665'1.5 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE COURTHOUSE AT
 GB1665'LIVINGSTON, OVERTON COUNTY, 150 YARDS SOUTHWEST OF A FRAME HOUSE
 GB1665'OWNED BY JOHN BILLINGS, 27 FEET WEST OF THE CENTERLINE OF THE
 GB1665'HIGHWAY, 3.5 FEET NORTHWEST OF A FENCE CORNER, AND ABOUT 1 FOOT
 GB1665'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 78 1935 AND
 GB1665'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1988 ***********************************************************************
 FB1988  DESIGNATION -  B 8
 FB1988  PID         -  FB1988
 FB1988  STATE/COUNTY-  TN/BLOUNT
 FB1988  USGS QUAD   -  WILDWOOD (1988)
 FB1988
 FB1988                         *CURRENT SURVEY CONTROL
 FB1988  ___________________________________________________________________
 FB1988* NAD 83(1986)-  35 45 15.     (N)    083 50 30.     (W)     SCALED    
 FB1988* NAVD 88     -       273.77   (+/-2cm)     898.2    (feet)  VERTCON   
 FB1988  ___________________________________________________________________
 FB1988  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FB1988
 FB1988  VERT ORDER  -  ? (See Below)
 FB1988
 FB1988.The horizontal coordinates were scaled from a topographic map and have
 FB1988.an estimated accuracy of +/- 6 seconds.
 FB1988
 FB1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1988.The vertical order pertains to the NGVD 29 superseded value.
 FB1988
 FB1988.The geoid height was determined by GEOID03.
 FB1988
 FB1988;                    North         East    Units  Estimated Accuracy
 FB1988;SPC TN       -   159,790.      795,180.      MT  (+/- 180 meters Scaled)
 FB1988
 FB1988                          SUPERSEDED SURVEY CONTROL
 FB1988
 FB1988  NGVD 29 (??/??/92)  273.885  (m)          898.57   (f) ADJ UNCH    ?  
 FB1988
 FB1988.Superseded values are not recommended for survey control.
 FB1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1988.See file dsdata.txt to determine how the superseded data were derived.
 FB1988
 FB1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV430604(NAD 83)
 FB1988_MARKER: DD = SURVEY DISK
 FB1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1988_STAMPING: B 8 1928
 FB1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1988+STABILITY: SURFACE MOTION
 FB1988
 FB1988  HISTORY     - Date     Condition        Report By
 FB1988  HISTORY     - 1928     MONUMENTED       USGS
 FB1988  HISTORY     - 1938     GOOD             TVA
 FB1988  HISTORY     - 20050215 POOR             CAS
 FB1988
 FB1988                          STATION DESCRIPTION
 FB1988
 FB1988'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1988'8.2 MI E FROM MARYVILLE.
 FB1988'8.2 MILES EAST OF MARYVILLE, 2.5 MILES NORTHWEST ALONG STATE
 FB1988'HIGHWAY 73 FROM WALLAND, IN LITTLE RIVER VALLEY, 105 FEET
 FB1988'SOUTHWEST OF A HOUSE, AND 2 FEET SOUTHEAST OF A 24-INCH LOCUST
 FB1988'TREE PAINTED 898.3.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB1988'DISK, STAMPED B 8 1928 AND SET IN THE TOP OF A CONCRETE POST.
 FB1988
 FB1988                          STATION RECOVERY (2005)
 FB1988
 FB1988'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FB1988'THE STATION SEEMS TO HAVE BEEN DISTURBED TO A SMALL DEGREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1001 ***********************************************************************
 FC1001  DESIGNATION -  B 8
 FC1001  PID         -  FC1001
 FC1001  STATE/COUNTY-  TN/WHITE
 FC1001  USGS QUAD   -  DE ROSSETT (1984)
 FC1001
 FC1001                         *CURRENT SURVEY CONTROL
 FC1001  ___________________________________________________________________
 FC1001* NAD 83(1986)-  35 56 38.     (N)    085 21 51.     (W)     SCALED    
 FC1001* NAVD 88     -       508.239  (meters)    1667.45   (feet)  ADJUSTED  
 FC1001  ___________________________________________________________________
 FC1001  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC1001  DYNAMIC HT  -         507.766 (meters)    1665.90  (feet)  COMP
 FC1001  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FC1001
 FC1001  VERT ORDER  -  SECOND    CLASS 0
 FC1001
 FC1001.The horizontal coordinates were scaled from a topographic map and have
 FC1001.an estimated accuracy of +/- 6 seconds.
 FC1001
 FC1001.The orthometric height was determined by differential leveling
 FC1001.and adjusted by the National Geodetic Survey in June 1991..
 FC1001
 FC1001.The geoid height was determined by GEOID03.
 FC1001
 FC1001.The dynamic height is computed by dividing the NAVD 88
 FC1001.geopotential number by the normal gravity value computed on the
 FC1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1001.degrees latitude (g = 980.6199 gals.).
 FC1001
 FC1001.The modeled gravity was interpolated from observed gravity values.
 FC1001
 FC1001;                    North         East    Units  Estimated Accuracy
 FC1001;SPC TN       -   178,880.      657,370.      MT  (+/- 180 meters Scaled)
 FC1001
 FC1001                          SUPERSEDED SURVEY CONTROL
 FC1001
 FC1001  NGVD 29 (??/??/92)  508.293  (m)         1667.62   (f) ADJ UNCH    2 0
 FC1001
 FC1001.Superseded values are not recommended for survey control.
 FC1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1001.See file dsdata.txt to determine how the superseded data were derived.
 FC1001
 FC1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE475789(NAD 83)
 FC1001_MARKER: DB = BENCH MARK DISK
 FC1001_SETTING: 66 = SET IN ROCK OUTCROP
 FC1001_SP_SET: ROCK LEDGE
 FC1001_STAMPING: 1667.798 B 8 1931
 FC1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1001+STABILITY: POSITION/ELEVATION WELL
 FC1001
 FC1001  HISTORY     - Date     Condition        Report By
 FC1001  HISTORY     - 1931     MONUMENTED       CGS
 FC1001  HISTORY     - 1943     GOOD             NGS
 FC1001
 FC1001                          STATION DESCRIPTION
 FC1001
 FC1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1001'AT BON AIR.
 FC1001'AT BON AIR, WHITE COUNTY, 58 FEET NORTHEAST OF THE EAST END OF THE
 FC1001'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION, IN A ROCK
 FC1001'LEDGE, 26 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 5
 FC1001'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 1667.798 B 8
 FC1001'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0176 ***********************************************************************
 GC0176  DESIGNATION -  B 80
 GC0176  PID         -  GC0176
 GC0176  STATE/COUNTY-  TN/SMITH
 GC0176  USGS QUAD   -  ALEXANDRIA (1983)
 GC0176
 GC0176                         *CURRENT SURVEY CONTROL
 GC0176  ___________________________________________________________________
 GC0176* NAD 83(1986)-  36 07 03.     (N)    086 01 40.     (W)     SCALED    
 GC0176* NAVD 88     -       194.877  (meters)     639.36   (feet)  ADJUSTED  
 GC0176  ___________________________________________________________________
 GC0176  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0176  DYNAMIC HT  -         194.708 (meters)     638.80  (feet)  COMP
 GC0176  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GC0176
 GC0176  VERT ORDER  -  SECOND    CLASS 0
 GC0176
 GC0176.The horizontal coordinates were scaled from a topographic map and have
 GC0176.an estimated accuracy of +/- 6 seconds.
 GC0176
 GC0176.The orthometric height was determined by differential leveling
 GC0176.and adjusted by the National Geodetic Survey in June 1991..
 GC0176
 GC0176.The geoid height was determined by GEOID03.
 GC0176
 GC0176.The dynamic height is computed by dividing the NAVD 88
 GC0176.geopotential number by the normal gravity value computed on the
 GC0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0176.degrees latitude (g = 980.6199 gals.).
 GC0176
 GC0176.The modeled gravity was interpolated from observed gravity values.
 GC0176
 GC0176;                    North         East    Units  Estimated Accuracy
 GC0176;SPC TN       -   197,950.      597,500.      MT  (+/- 180 meters Scaled)
 GC0176
 GC0176                          SUPERSEDED SURVEY CONTROL
 GC0176
 GC0176  NGVD 29 (??/??/92)  194.934  (m)          639.55   (f) ADJ UNCH    2 0
 GC0176
 GC0176.Superseded values are not recommended for survey control.
 GC0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0176.See file dsdata.txt to determine how the superseded data were derived.
 GC0176
 GC0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE874974(NAD 83)
 GC0176_MARKER: DB = BENCH MARK DISK
 GC0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0176_STAMPING: B 80 1935
 GC0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0176+STABILITY: SURFACE MOTION
 GC0176
 GC0176  HISTORY     - Date     Condition        Report By
 GC0176  HISTORY     - 1935     MONUMENTED       CGS
 GC0176
 GC0176                          STATION DESCRIPTION
 GC0176
 GC0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0176'AT NORTH ALEXANDRIA.
 GC0176'AT NORTH ALEXANDRIA, SMITH COUNTY, ACROSS THE TRACK FROM THE
 GC0176'TENNESSEE CENTRAL RAILWAY STATION, 70 YARDS EAST OF THE CENTERLINE
 GC0176'OF STATE HIGHWAY 53, 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GC0176'OF THE WEST ONE OF TWO SECTION HOUSES, 20 FEET NORTH OF THE
 GC0176'NORTH RAIL, AND 1 FOOT HIGHER THAN THE RAIL.  A STANDARD DISK,
 GC0176'STAMPED B 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1656 ***********************************************************************
 GB1656  DESIGNATION -  B 81
 GB1656  PID         -  GB1656
 GB1656  STATE/COUNTY-  TN/PUTNAM
 GB1656  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1656
 GB1656                         *CURRENT SURVEY CONTROL
 GB1656  ___________________________________________________________________
 GB1656* NAD 83(1986)-  36 13 33.     (N)    085 24 24.     (W)     SCALED    
 GB1656* NAVD 88     -       303.489  (meters)     995.70   (feet)  ADJUSTED  
 GB1656  ___________________________________________________________________
 GB1656  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GB1656  DYNAMIC HT  -         303.217 (meters)     994.80  (feet)  COMP
 GB1656  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 GB1656
 GB1656  VERT ORDER  -  SECOND    CLASS 0
 GB1656
 GB1656.The horizontal coordinates were scaled from a topographic map and have
 GB1656.an estimated accuracy of +/- 6 seconds.
 GB1656
 GB1656.The orthometric height was determined by differential leveling
 GB1656.and adjusted by the National Geodetic Survey in June 1991..
 GB1656
 GB1656.The geoid height was determined by GEOID03.
 GB1656
 GB1656.The dynamic height is computed by dividing the NAVD 88
 GB1656.geopotential number by the normal gravity value computed on the
 GB1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1656.degrees latitude (g = 980.6199 gals.).
 GB1656
 GB1656.The modeled gravity was interpolated from observed gravity values.
 GB1656
 GB1656;                    North         East    Units  Estimated Accuracy
 GB1656;SPC TN       -   210,140.      653,340.      MT  (+/- 180 meters Scaled)
 GB1656
 GB1656                          SUPERSEDED SURVEY CONTROL
 GB1656
 GB1656  NGVD 29 (??/??/92)  303.575  (m)          995.98   (f) ADJ UNCH    2 0
 GB1656
 GB1656.Superseded values are not recommended for survey control.
 GB1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1656.See file dsdata.txt to determine how the superseded data were derived.
 GB1656
 GB1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF431101(NAD 83)
 GB1656_MARKER: DB = BENCH MARK DISK
 GB1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1656_STAMPING: B 81 1935
 GB1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1656+STABILITY: SURFACE MOTION
 GB1656
 GB1656  HISTORY     - Date     Condition        Report By
 GB1656  HISTORY     - 1935     MONUMENTED       CGS
 GB1656
 GB1656                          STATION DESCRIPTION
 GB1656
 GB1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1656'3.2 MI N FROM ALGOOD.
 GB1656'3.2 MILES NORTH ALONG STATE HIGHWAY 42 FROM ALGOOD, PUTNAM
 GB1656'COUNTY, 90 YARDS NORTHEAST OF THE J.L. ROBERSON STORE, 24 FEET
 GB1656'SOUTHEAST OF A STONE CULVERT, 21 FEET NORTH OF THE CENTERLINE OF A
 GB1656'ROAD, 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2
 GB1656'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 81 1935
 GB1656'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1992 ***********************************************************************
 GB1992  DESIGNATION -  B 82
 GB1992  PID         -  GB1992
 GB1992  STATE/COUNTY-  TN/CLAY
 GB1992  USGS QUAD   -  CELINA (1981)
 GB1992
 GB1992                         *CURRENT SURVEY CONTROL
 GB1992  ___________________________________________________________________
 GB1992* NAD 83(1986)-  36 33 06.     (N)    085 30 34.     (W)     SCALED    
 GB1992* NAVD 88     -       168.255  (meters)     552.02   (feet)  ADJUSTED  
 GB1992  ___________________________________________________________________
 GB1992  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1992  DYNAMIC HT  -         168.113 (meters)     551.55  (feet)  COMP
 GB1992  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GB1992
 GB1992  VERT ORDER  -  SECOND    CLASS 0
 GB1992
 GB1992.The horizontal coordinates were scaled from a topographic map and have
 GB1992.an estimated accuracy of +/- 6 seconds.
 GB1992
 GB1992.The orthometric height was determined by differential leveling
 GB1992.and adjusted by the National Geodetic Survey in June 1991..
 GB1992
 GB1992.The geoid height was determined by GEOID03.
 GB1992
 GB1992.The dynamic height is computed by dividing the NAVD 88
 GB1992.geopotential number by the normal gravity value computed on the
 GB1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1992.degrees latitude (g = 980.6199 gals.).
 GB1992
 GB1992.The modeled gravity was interpolated from observed gravity values.
 GB1992
 GB1992;                    North         East    Units  Estimated Accuracy
 GB1992;SPC TN       -   246,240.      643,920.      MT  (+/- 180 meters Scaled)
 GB1992
 GB1992                          SUPERSEDED SURVEY CONTROL
 GB1992
 GB1992  NGVD 29 (??/??/92)  168.370  (m)          552.39   (f) ADJ UNCH    2 0
 GB1992
 GB1992.Superseded values are not recommended for survey control.
 GB1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1992.See file dsdata.txt to determine how the superseded data were derived.
 GB1992
 GB1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF334461(NAD 83)
 GB1992_MARKER: DB = BENCH MARK DISK
 GB1992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1992_SP_SET: ABUTMENT
 GB1992_STAMPING: B 82 1935
 GB1992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1992
 GB1992  HISTORY     - Date     Condition        Report By
 GB1992  HISTORY     - 1935     MONUMENTED       CGS
 GB1992  HISTORY     - 1951     GOOD             NGS
 GB1992
 GB1992                          STATION DESCRIPTION
 GB1992
 GB1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1992'AT CELINA.
 GB1992'AT CELINA, ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 52 FROM
 GB1992'THE COURT HOUSE, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GB1992'CONCRETE ABUTMENT OF 0.55 MILE LONG BRIDGE OVER CUMBERLAND RIVER,
 GB1992'12 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 0.8 FOOT SOUTHWEST
 GB1992'OF CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0228 ***********************************************************************
 GC0228  DESIGNATION -  B 83
 GC0228  PID         -  GC0228
 GC0228  STATE/COUNTY-  TN/MACON
 GC0228  USGS QUAD   -  HILLSDALE (1994)
 GC0228
 GC0228                         *CURRENT SURVEY CONTROL
 GC0228  ___________________________________________________________________
 GC0228* NAD 83(1986)-  36 26 01.     (N)    086 04 30.     (W)     SCALED    
 GC0228* NAVD 88     -       157.709  (meters)     517.42   (feet)  ADJUSTED  
 GC0228  ___________________________________________________________________
 GC0228  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0228  DYNAMIC HT  -         157.579 (meters)     516.99  (feet)  COMP
 GC0228  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GC0228
 GC0228  VERT ORDER  -  SECOND    CLASS 0
 GC0228
 GC0228.The horizontal coordinates were scaled from a topographic map and have
 GC0228.an estimated accuracy of +/- 6 seconds.
 GC0228
 GC0228.The orthometric height was determined by differential leveling
 GC0228.and adjusted by the National Geodetic Survey in June 1991..
 GC0228
 GC0228.The geoid height was determined by GEOID03.
 GC0228
 GC0228.The dynamic height is computed by dividing the NAVD 88
 GC0228.geopotential number by the normal gravity value computed on the
 GC0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0228.degrees latitude (g = 980.6199 gals.).
 GC0228
 GC0228.The modeled gravity was interpolated from observed gravity values.
 GC0228
 GC0228;                    North         East    Units  Estimated Accuracy
 GC0228;SPC TN       -   233,030.      593,280.      MT  (+/- 180 meters Scaled)
 GC0228
 GC0228                          SUPERSEDED SURVEY CONTROL
 GC0228
 GC0228  NGVD 29 (??/??/92)  157.792  (m)          517.69   (f) ADJ UNCH    2 0
 GC0228
 GC0228.Superseded values are not recommended for survey control.
 GC0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0228.See file dsdata.txt to determine how the superseded data were derived.
 GC0228
 GC0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF829324(NAD 83)
 GC0228_MARKER: DB = BENCH MARK DISK
 GC0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0228_STAMPING: B 83 1935
 GC0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0228+STABILITY: SURFACE MOTION
 GC0228
 GC0228  HISTORY     - Date     Condition        Report By
 GC0228  HISTORY     - 1935     MONUMENTED       CGS
 GC0228  HISTORY     - 1958     MARK NOT FOUND   NGS
 GC0228
 GC0228                          STATION DESCRIPTION
 GC0228
 GC0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC0228'1 MI W FROM HILLSDALE.
 GC0228'1.0 MILE WEST ALONG STATE HIGHWAY 10 FROM HILLSDALE, MACON
 GC0228'COUNTY, 320 YARDS WEST OF A BROWN HOUSE, 27 FEET NORTH OF THE
 GC0228'CENTERLINE OF THE HIGHWAY, 2.4 FEET SOUTH OF A FENCE, AND 0.5
 GC0228'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 83
 GC0228'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY 10
 GC0228'HAS BEEN RELOCATED.  MUCH OF THE OLD ROUTE WAS ABANDONED OR
 GC0228'OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1781 ***********************************************************************
 GB1781  DESIGNATION -  B 84
 GB1781  PID         -  GB1781
 GB1781  STATE/COUNTY-  TN/PUTNAM
 GB1781  USGS QUAD   -  SILVER POINT (1981)
 GB1781
 GB1781                         *CURRENT SURVEY CONTROL
 GB1781  ___________________________________________________________________
 GB1781* NAD 83(1986)-  36 06 48.     (N)    085 41 23.     (W)     SCALED    
 GB1781* NAVD 88     -       324.998  (meters)    1066.26   (feet)  ADJUSTED  
 GB1781  ___________________________________________________________________
 GB1781  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1781  DYNAMIC HT  -         324.707 (meters)    1065.31  (feet)  COMP
 GB1781  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB1781
 GB1781  VERT ORDER  -  SECOND    CLASS 0
 GB1781
 GB1781.The horizontal coordinates were scaled from a topographic map and have
 GB1781.an estimated accuracy of +/- 6 seconds.
 GB1781
 GB1781.The orthometric height was determined by differential leveling
 GB1781.and adjusted by the National Geodetic Survey in June 1991..
 GB1781
 GB1781.The geoid height was determined by GEOID03.
 GB1781
 GB1781.The dynamic height is computed by dividing the NAVD 88
 GB1781.geopotential number by the normal gravity value computed on the
 GB1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1781.degrees latitude (g = 980.6199 gals.).
 GB1781
 GB1781.The modeled gravity was interpolated from observed gravity values.
 GB1781
 GB1781;                    North         East    Units  Estimated Accuracy
 GB1781;SPC TN       -   197,540.      627,940.      MT  (+/- 180 meters Scaled)
 GB1781
 GB1781                          SUPERSEDED SURVEY CONTROL
 GB1781
 GB1781  NGVD 29 (??/??/92)  325.058  (m)         1066.46   (f) ADJ UNCH    2 0
 GB1781
 GB1781.Superseded values are not recommended for survey control.
 GB1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1781.See file dsdata.txt to determine how the superseded data were derived.
 GB1781
 GB1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE179973(NAD 83)
 GB1781_MARKER: DB = BENCH MARK DISK
 GB1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1781_STAMPING: B 84 1935
 GB1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1781+STABILITY: SURFACE MOTION
 GB1781
 GB1781  HISTORY     - Date     Condition        Report By
 GB1781  HISTORY     - 1935     MONUMENTED       CGS
 GB1781  HISTORY     - 1960     MARK NOT FOUND   NGS
 GB1781
 GB1781                          STATION DESCRIPTION
 GB1781
 GB1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1781'4.4 MI NE FROM SILVER POINT.
 GB1781'4.4 MILES NORTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GB1781'THE STATION AT SILVER POINT, PUTNAM COUNTY, 51 YARDS EAST OF A
 GB1781'PRIVATE-ROAD CROSSING, 44 YARDS NORTH OF A STORE USED AS A HOME,
 GB1781'32 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 56, 19 FEET
 GB1781'SOUTH OF THE SOUTH RAIL, AND 0.5 FOOT LOWER THAN THE TOP OF THE
 GB1781'RAIL.  A STANDARD DISK, STAMPED B 84 1935 AND SET IN THE TOP
 GB1781'OF A CONCRETE POST.
 GB1781
 GB1781                          STATION RECOVERY (1960)
 GB1781
 GB1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0994 ***********************************************************************
 FC0994  DESIGNATION -  B 85
 FC0994  PID         -  FC0994
 FC0994  STATE/COUNTY-  TN/CUMBERLAND
 FC0994  USGS QUAD   -  CROSSVILLE (1982)
 FC0994
 FC0994                         *CURRENT SURVEY CONTROL
 FC0994  ___________________________________________________________________
 FC0994* NAD 83(1986)-  35 56 59.     (N)    085 01 38.     (W)     SCALED    
 FC0994* NAVD 88     -       565.370  (meters)    1854.88   (feet)  ADJUSTED  
 FC0994  ___________________________________________________________________
 FC0994  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC0994  DYNAMIC HT  -         564.843 (meters)    1853.16  (feet)  COMP
 FC0994  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FC0994
 FC0994  VERT ORDER  -  SECOND    CLASS 0
 FC0994
 FC0994.The horizontal coordinates were scaled from a topographic map and have
 FC0994.an estimated accuracy of +/- 6 seconds.
 FC0994
 FC0994.The orthometric height was determined by differential leveling
 FC0994.and adjusted by the National Geodetic Survey in June 1991..
 FC0994
 FC0994.The geoid height was determined by GEOID03.
 FC0994
 FC0994.The dynamic height is computed by dividing the NAVD 88
 FC0994.geopotential number by the normal gravity value computed on the
 FC0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0994.degrees latitude (g = 980.6199 gals.).
 FC0994
 FC0994.The modeled gravity was interpolated from observed gravity values.
 FC0994
 FC0994;                    North         East    Units  Estimated Accuracy
 FC0994;SPC TN       -   179,770.      687,760.      MT  (+/- 180 meters Scaled)
 FC0994
 FC0994                          SUPERSEDED SURVEY CONTROL
 FC0994
 FC0994  NGVD 29 (??/??/92)  565.427  (m)         1855.07   (f) ADJ UNCH    2 0
 FC0994
 FC0994.Superseded values are not recommended for survey control.
 FC0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0994.See file dsdata.txt to determine how the superseded data were derived.
 FC0994
 FC0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE779801(NAD 83)
 FC0994_MARKER: DB = BENCH MARK DISK
 FC0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0994_STAMPING: B 85 1935
 FC0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0994+STABILITY: SURFACE MOTION
 FC0994
 FC0994  HISTORY     - Date     Condition        Report By
 FC0994  HISTORY     - 1935     MONUMENTED       CGS
 FC0994  HISTORY     - 1942     GOOD             NGS
 FC0994
 FC0994                          STATION DESCRIPTION
 FC0994
 FC0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FC0994'AT CROSSVILLE.
 FC0994'AT CROSSVILLE, CUMBERLAND COUNTY, 75 YARDS NORTHEAST OF THE
 FC0994'TENNESSEE CENTRAL RAILWAY STATION, 23 YARDS NORTHEAST OF THE CENTER
 FC0994'OF BROAD STREET CROSSING, 44 FEET NORTH OF THE CENTERLINE OF
 FC0994'BROAD STREET, 13 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE
 FC0994'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 85 1935 AND SET IN
 FC0994'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0018 ***********************************************************************
 GC0018  DESIGNATION -  B 86
 GC0018  PID         -  GC0018
 GC0018  STATE/COUNTY-  TN/SUMNER
 GC0018  USGS QUAD   -  TURNERS STATION (1979)
 GC0018
 GC0018                         *CURRENT SURVEY CONTROL
 GC0018  ___________________________________________________________________
 GC0018* NAD 83(1986)-  36 32 38.     (N)    086 15 30.     (W)     SCALED    
 GC0018* NAVD 88     -       251.495  (meters)     825.11   (feet)  ADJUSTED  
 GC0018  ___________________________________________________________________
 GC0018  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC0018  DYNAMIC HT  -         251.290 (meters)     824.44  (feet)  COMP
 GC0018  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GC0018
 GC0018  VERT ORDER  -  SECOND    CLASS 0
 GC0018
 GC0018.The horizontal coordinates were scaled from a topographic map and have
 GC0018.an estimated accuracy of +/- 6 seconds.
 GC0018
 GC0018.The orthometric height was determined by differential leveling
 GC0018.and adjusted by the National Geodetic Survey in June 1991..
 GC0018
 GC0018.The geoid height was determined by GEOID03.
 GC0018
 GC0018.The dynamic height is computed by dividing the NAVD 88
 GC0018.geopotential number by the normal gravity value computed on the
 GC0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0018.degrees latitude (g = 980.6199 gals.).
 GC0018
 GC0018.The modeled gravity was interpolated from observed gravity values.
 GC0018
 GC0018;                    North         East    Units  Estimated Accuracy
 GC0018;SPC TN       -   245,300.      576,870.      MT  (+/- 180 meters Scaled)
 GC0018
 GC0018                          SUPERSEDED SURVEY CONTROL
 GC0018
 GC0018  NGVD 29 (??/??/92)  251.597  (m)          825.45   (f) ADJ UNCH    2 0
 GC0018
 GC0018.Superseded values are not recommended for survey control.
 GC0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0018.See file dsdata.txt to determine how the superseded data were derived.
 GC0018
 GC0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF663445(NAD 83)
 GC0018_MARKER: DB = BENCH MARK DISK
 GC0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0018_STAMPING: B 86 1935
 GC0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0018+STABILITY: SURFACE MOTION
 GC0018
 GC0018  HISTORY     - Date     Condition        Report By
 GC0018  HISTORY     - 1935     MONUMENTED       CGS
 GC0018  HISTORY     - 1957     MARK NOT FOUND   USGS
 GC0018  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0018
 GC0018                          STATION DESCRIPTION
 GC0018
 GC0018'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 GC0018'1.3 MI S FROM WESTMORELAND.
 GC0018'1.3 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0018'THE STATION AT WESTMORELAND, SUMNER COUNTY, AT A DIRT-ROAD CROSSING,
 GC0018'88 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 11.5 FEET WEST OF
 GC0018'THE WEST RAIL, AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD
 GC0018'DISK, STAMPED B 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC0018'NOTE-- DIRT FILL HAS BEEN ADDED AND SOME GRADING DONE.
 GC0018
 GC0018                          STATION RECOVERY (2002)
 GC0018
 GC0018'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0018'RAILROAD HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0428 ***********************************************************************
 GC0428  DESIGNATION -  B 87
 GC0428  PID         -  GC0428
 GC0428  STATE/COUNTY-  TN/DAVIDSON
 GC0428  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0428
 GC0428                         *CURRENT SURVEY CONTROL
 GC0428  ___________________________________________________________________
 GC0428* NAD 83(1986)-  36 16 29.     (N)    086 42 40.     (W)     SCALED    
 GC0428* NAVD 88     -       153.436  (meters)     503.40   (feet)  ADJUSTED  
 GC0428  ___________________________________________________________________
 GC0428  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0428  DYNAMIC HT  -         153.306 (meters)     502.97  (feet)  COMP
 GC0428  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 GC0428
 GC0428  VERT ORDER  -  SECOND    CLASS 0
 GC0428
 GC0428.The horizontal coordinates were scaled from a topographic map and have
 GC0428.an estimated accuracy of +/- 6 seconds.
 GC0428
 GC0428.The orthometric height was determined by differential leveling
 GC0428.and adjusted by the National Geodetic Survey in June 1991..
 GC0428
 GC0428.The geoid height was determined by GEOID03.
 GC0428
 GC0428.The dynamic height is computed by dividing the NAVD 88
 GC0428.geopotential number by the normal gravity value computed on the
 GC0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0428.degrees latitude (g = 980.6199 gals.).
 GC0428
 GC0428.The modeled gravity was interpolated from observed gravity values.
 GC0428
 GC0428;                    North         East    Units  Estimated Accuracy
 GC0428;SPC TN       -   215,630.      536,110.      MT  (+/- 180 meters Scaled)
 GC0428
 GC0428                          SUPERSEDED SURVEY CONTROL
 GC0428
 GC0428  NGVD 29 (??/??/92)  153.482  (m)          503.55   (f) ADJ UNCH    2 0
 GC0428
 GC0428.Superseded values are not recommended for survey control.
 GC0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0428.See file dsdata.txt to determine how the superseded data were derived.
 GC0428
 GC0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF259144(NAD 83)
 GC0428_MARKER: DB = BENCH MARK DISK
 GC0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0428_STAMPING: B 87 1935
 GC0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0428+STABILITY: SURFACE MOTION
 GC0428
 GC0428  HISTORY     - Date     Condition        Report By
 GC0428  HISTORY     - 1935     MONUMENTED       CGS
 GC0428
 GC0428                          STATION DESCRIPTION
 GC0428
 GC0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0428'AT AMQUZ.
 GC0428'AT AMQUI, DAVIDSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0428'RAILROAD, 85.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GC0428'STATION, 36 FEET WEST OF THE WEST RAIL, 3 FEET WEST OF A FENCE,
 GC0428'AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 GC0428'B 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0071 ***********************************************************************
 GC0071  DESIGNATION -  B 88
 GC0071  PID         -  GC0071
 GC0071  STATE/COUNTY-  TN/SUMNER
 GC0071  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC0071
 GC0071                         *CURRENT SURVEY CONTROL
 GC0071  ___________________________________________________________________
 GC0071* NAD 83(1986)-  36 31 30.     (N)    086 28 24.     (W)     SCALED    
 GC0071* NAVD 88     -       223.535  (meters)     733.38   (feet)  ADJUSTED  
 GC0071  ___________________________________________________________________
 GC0071  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0071  DYNAMIC HT  -         223.353 (meters)     732.78  (feet)  COMP
 GC0071  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 GC0071
 GC0071  VERT ORDER  -  SECOND    CLASS 0
 GC0071
 GC0071.The horizontal coordinates were scaled from a topographic map and have
 GC0071.an estimated accuracy of +/- 6 seconds.
 GC0071
 GC0071.The orthometric height was determined by differential leveling
 GC0071.and adjusted by the National Geodetic Survey in June 1991..
 GC0071
 GC0071.The geoid height was determined by GEOID03.
 GC0071
 GC0071.The dynamic height is computed by dividing the NAVD 88
 GC0071.geopotential number by the normal gravity value computed on the
 GC0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0071.degrees latitude (g = 980.6199 gals.).
 GC0071
 GC0071.The modeled gravity was interpolated from observed gravity values.
 GC0071
 GC0071;                    North         East    Units  Estimated Accuracy
 GC0071;SPC TN       -   243,270.      557,610.      MT  (+/- 180 meters Scaled)
 GC0071
 GC0071                          SUPERSEDED SURVEY CONTROL
 GC0071
 GC0071  NGVD 29 (??/??/92)  223.625  (m)          733.68   (f) ADJ UNCH    2 0
 GC0071
 GC0071.Superseded values are not recommended for survey control.
 GC0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0071.See file dsdata.txt to determine how the superseded data were derived.
 GC0071
 GC0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF471423(NAD 83)
 GC0071_MARKER: DB = BENCH MARK DISK
 GC0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0071_STAMPING: B 88 1935
 GC0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0071+STABILITY: SURFACE MOTION
 GC0071
 GC0071  HISTORY     - Date     Condition        Report By
 GC0071  HISTORY     - 1935     MONUMENTED       CGS
 GC0071  HISTORY     - 20020514 POOR             TNDT
 GC0071
 GC0071                          STATION DESCRIPTION
 GC0071
 GC0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0071'2 MI S FROM FOUNTAIN HEAD.
 GC0071'2.0 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0071'THE STATION AT FOUNTAIN HEAD, SUMNER COUNTY, 52 YARDS NORTH OF
 GC0071'THE STATION AT BUCK LODGE, AT A DIRT-ROAD CROSSING, 26 FEET SOUTH
 GC0071'OF THE CENTERLINE OF THE DIRT ROAD, 28 FEET EAST OF THE EAST RAIL,
 GC0071'2 FEET WEST OF A WIRE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 GC0071'DISK, STAMPED B 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC0071
 GC0071                          STATION RECOVERY (2002)
 GC0071
 GC0071'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0071'MONUMENT APPEARS TO HAVE BEEN DISTURBED - TILTED CONSIDERABLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1616 ***********************************************************************
 FE1616  DESIGNATION -  B 89
 FE1616  PID         -  FE1616
 FE1616  STATE/COUNTY-  TN/LAUDERDALE
 FE1616  USGS QUAD   -  FORT PILLOW (1972)
 FE1616
 FE1616                         *CURRENT SURVEY CONTROL
 FE1616  ___________________________________________________________________
 FE1616* NAD 83(1986)-  35 41 52.     (N)    089 42 59.     (W)     SCALED    
 FE1616* NAVD 88     -        79.085  (meters)     259.46   (feet)  ADJUSTED  
 FE1616  ___________________________________________________________________
 FE1616  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1616  DYNAMIC HT  -          79.018 (meters)     259.24  (feet)  COMP
 FE1616  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 FE1616
 FE1616  VERT ORDER  -  FIRST     CLASS II
 FE1616
 FE1616.The horizontal coordinates were scaled from a topographic map and have
 FE1616.an estimated accuracy of +/- 6 seconds.
 FE1616
 FE1616.The orthometric height was determined by differential leveling
 FE1616.and adjusted by the National Geodetic Survey in June 1991..
 FE1616
 FE1616.The geoid height was determined by GEOID03.
 FE1616
 FE1616.The dynamic height is computed by dividing the NAVD 88
 FE1616.geopotential number by the normal gravity value computed on the
 FE1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1616.degrees latitude (g = 980.6199 gals.).
 FE1616
 FE1616.The modeled gravity was interpolated from observed gravity values.
 FE1616
 FE1616;                    North         East    Units  Estimated Accuracy
 FE1616;SPC TN       -   157,770.      263,740.      MT  (+/- 180 meters Scaled)
 FE1616
 FE1616                          SUPERSEDED SURVEY CONTROL
 FE1616
 FE1616  NGVD 29 (??/??/??)   79.047  (m)          259.34   (f) ADJUSTED    1 2
 FE1616
 FE1616.Superseded values are not recommended for survey control.
 FE1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1616.See file dsdata.txt to determine how the superseded data were derived.
 FE1616
 FE1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE542538(NAD 83)
 FE1616_MARKER: DB = BENCH MARK DISK
 FE1616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1616_SP_SET: BRIDGE ABUTMENT
 FE1616_STAMPING: B 89 1957
 FE1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1616+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1616
 FE1616  HISTORY     - Date     Condition        Report By
 FE1616  HISTORY     - 1957     MONUMENTED       CGS
 FE1616  HISTORY     - 1971     GOOD             NGS
 FE1616  HISTORY     - 20020808 GOOD             USACE
 FE1616
 FE1616                          STATION DESCRIPTION
 FE1616
 FE1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FE1616'1 MI W FROM THREE POINT.
 FE1616'THREE POINT, 1.05 MI W ALONG ASPHALT ROAD FROM THE JUNCTION OF
 FE1616'STATE HWY 87, 130 FT S OF THE CENTER OF THE ROAD AT THE E END
 FE1616'OF THE PRESENT BRIDGE OVER COLD CREEK, 6.7 FT HIGHER THAN THE
 FE1616'BRIDGE AT MID STREAM, SET IN THE TOP OF THE S END OF THE E
 FE1616'ABUTMENT TO THE OLD BRIDGE, A STANDARD USC AND GS DISK, STAMPED
 FE1616'B 89 1957.
 FE1616
 FE1616                          STATION RECOVERY (2002)
 FE1616
 FE1616'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0485 ***********************************************************************
 FD0485  DESIGNATION -  B 9
 FD0485  PID         -  FD0485
 FD0485  STATE/COUNTY-  TN/WILLIAMSON
 FD0485  USGS QUAD   -  FRANKLIN (1981)
 FD0485
 FD0485                         *CURRENT SURVEY CONTROL
 FD0485  ___________________________________________________________________
 FD0485* NAD 83(1986)-  35 55 23.     (N)    086 51 51.     (W)     SCALED    
 FD0485* NAVD 88     -       198.145  (meters)     650.08   (feet)  ADJUSTED  
 FD0485  ___________________________________________________________________
 FD0485  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0485  DYNAMIC HT  -         197.971 (meters)     649.51  (feet)  COMP
 FD0485  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FD0485
 FD0485  VERT ORDER  -  FIRST     CLASS II
 FD0485
 FD0485.The horizontal coordinates were scaled from a topographic map and have
 FD0485.an estimated accuracy of +/- 6 seconds.
 FD0485
 FD0485.The orthometric height was determined by differential leveling
 FD0485.and adjusted by the National Geodetic Survey in June 1991..
 FD0485.WARNING-Repeat measurements at this control monument indicate possible
 FD0485.vertical movement.
 FD0485
 FD0485.The geoid height was determined by GEOID03.
 FD0485
 FD0485.The dynamic height is computed by dividing the NAVD 88
 FD0485.geopotential number by the normal gravity value computed on the
 FD0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0485.degrees latitude (g = 980.6199 gals.).
 FD0485
 FD0485.The modeled gravity was interpolated from observed gravity values.
 FD0485
 FD0485;                    North         East    Units  Estimated Accuracy
 FD0485;SPC TN       -   176,720.      522,010.      MT  (+/- 180 meters Scaled)
 FD0485
 FD0485                          SUPERSEDED SURVEY CONTROL
 FD0485
 FD0485  NGVD 29 (??/??/92)  198.128  (m)          650.02   (f) ADJ UNCH    1 2
 FD0485
 FD0485.Superseded values are not recommended for survey control.
 FD0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0485.See file dsdata.txt to determine how the superseded data were derived.
 FD0485
 FD0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE122754(NAD 83)
 FD0485_MARKER: DB = BENCH MARK DISK
 FD0485_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FD0485_STAMPING: B 9 650.314 1931
 FD0485_MARK LOGO: CGS   
 FD0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0485
 FD0485  HISTORY     - Date     Condition        Report By
 FD0485  HISTORY     - 1931     MONUMENTED       CGS
 FD0485  HISTORY     - 1960     GOOD             NGS
 FD0485  HISTORY     - 1984     GOOD             NGS
 FD0485
 FD0485                          STATION DESCRIPTION
 FD0485
 FD0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0485'AT FRANKLIN.
 FD0485'THIS BENCH MARK IS AT THE L. AND N. RAILROAD STATION.  THE DISK
 FD0485'IS CEMENTED IN A DRILL HOLE IN THE NORTH WALL OF THE STATION,
 FD0485'44 INCHES EAST OF THE EAST SIDE OF A DOOR AND 55 INCHES ABOVE
 FD0485'THE CONCRETE PLATFORM.
 FD0485
 FD0485                          STATION RECOVERY (1984)
 FD0485
 FD0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0485'RECOVERED IN GOOD CONDITION.  NOTE, RAILROAD STATION IS NOW THE
 FD0485'NUTRENA FEED STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1329 ***********************************************************************
 FE1329  DESIGNATION -  B 90
 FE1329  PID         -  FE1329
 FE1329  STATE/COUNTY-  TN/TIPTON
 FE1329  USGS QUAD   -  DRUMMONDS (1983)
 FE1329
 FE1329                         *CURRENT SURVEY CONTROL
 FE1329  ___________________________________________________________________
 FE1329* NAD 83(1986)-  35 28 27.     (N)    089 58 55.     (W)     SCALED    
 FE1329* NAVD 88     -        71.770  (meters)     235.47   (feet)  ADJUSTED  
 FE1329  ___________________________________________________________________
 FE1329  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1329  DYNAMIC HT  -          71.707 (meters)     235.26  (feet)  COMP
 FE1329  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FE1329
 FE1329  VERT ORDER  -  FIRST     CLASS II
 FE1329
 FE1329.The horizontal coordinates were scaled from a topographic map and have
 FE1329.an estimated accuracy of +/- 6 seconds.
 FE1329
 FE1329.The orthometric height was determined by differential leveling
 FE1329.and adjusted by the National Geodetic Survey in June 1991..
 FE1329
 FE1329.The geoid height was determined by GEOID03.
 FE1329
 FE1329.The dynamic height is computed by dividing the NAVD 88
 FE1329.geopotential number by the normal gravity value computed on the
 FE1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1329.degrees latitude (g = 980.6199 gals.).
 FE1329
 FE1329.The modeled gravity was interpolated from observed gravity values.
 FE1329
 FE1329;                    North         East    Units  Estimated Accuracy
 FE1329;SPC TN       -   133,930.      238,720.      MT  (+/- 180 meters Scaled)
 FE1329
 FE1329                          SUPERSEDED SURVEY CONTROL
 FE1329
 FE1329  NGVD 29 (??/??/??)   71.739  (m)          235.36   (f) ADJUSTED    1 2
 FE1329
 FE1329.Superseded values are not recommended for survey control.
 FE1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1329.See file dsdata.txt to determine how the superseded data were derived.
 FE1329
 FE1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE294297(NAD 83)
 FE1329_MARKER: DB = BENCH MARK DISK
 FE1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1329_STAMPING: B 90 1957
 FE1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1329+STABILITY: SURFACE MOTION
 FE1329
 FE1329  HISTORY     - Date     Condition        Report By
 FE1329  HISTORY     - 1957     MONUMENTED       CGS
 FE1329  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1329
 FE1329                          STATION DESCRIPTION
 FE1329
 FE1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1329'10 MI SW FROM RANDOLPH.
 FE1329'ABOUT 0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH
 FE1329'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILES SOUTHWEST ALONG
 FE1329'A GRAVEL ROAD, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 59,
 FE1329'THENCE 0.7 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES
 FE1329'NORTH-NORTHWEST ALONG A GRAVEL ROAD, THENCE 3.2 MILES
 FE1329'SOUTH-SOUTHWEST ALONG A DIRT FARM ROAD, ABOUT 0.45 MILE SOUTH
 FE1329'OF A RIGHT ANGLE TURN IN THE ROAD, ABOUT 0.7 MILE NORTH OF THE
 FE1329'JUNCTION OF A ROAD LEADING WEST TO THE MISSISSIPPI RIVER, 39
 FE1329'FEET EAST OF THE CENTER LINE OF THE ROAD, 112 FEET SOUTH OF A
 FE1329'48-INCH GUM TREE, 112 FEET WEST-SOUTHWEST OF A WELL PUMP, 62
 FE1329'FEET EAST AND ACROSS THE ROAD FROM A 48-INCH SYCAMORE TREE, 33
 FE1329'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TENANT HOUSE,
 FE1329'1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 FE1329'WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN
 FE1329'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1329
 FE1329                          STATION RECOVERY (2002)
 FE1329
 FE1329'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0278 ***********************************************************************
 FF0278  DESIGNATION -  B 91
 FF0278  PID         -  FF0278
 FF0278  STATE/COUNTY-  TN/SHELBY
 FF0278  USGS QUAD   -  LOCKE (1970)
 FF0278
 FF0278                         *CURRENT SURVEY CONTROL
 FF0278  ___________________________________________________________________
 FF0278* NAD 83(1986)-  35 22 12.     (N)    090 01 37.     (W)     SCALED    
 FF0278* NAVD 88     -        80.897  (meters)     265.41   (feet)  ADJUSTED  
 FF0278  ___________________________________________________________________
 FF0278  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0278  DYNAMIC HT  -          80.826 (meters)     265.18  (feet)  COMP
 FF0278  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 FF0278
 FF0278  VERT ORDER  -  FIRST     CLASS II
 FF0278
 FF0278.The horizontal coordinates were scaled from a topographic map and have
 FF0278.an estimated accuracy of +/- 6 seconds.
 FF0278
 FF0278.The orthometric height was determined by differential leveling
 FF0278.and adjusted by the National Geodetic Survey in June 1991..
 FF0278
 FF0278.The geoid height was determined by GEOID03.
 FF0278
 FF0278.The dynamic height is computed by dividing the NAVD 88
 FF0278.geopotential number by the normal gravity value computed on the
 FF0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0278.degrees latitude (g = 980.6199 gals.).
 FF0278
 FF0278.The modeled gravity was interpolated from observed gravity values.
 FF0278
 FF0278;                    North         East    Units  Estimated Accuracy
 FF0278;SPC TN       -   122,550.      234,160.      MT  (+/- 180 meters Scaled)
 FF0278
 FF0278                          SUPERSEDED SURVEY CONTROL
 FF0278
 FF0278  NGVD 29 (??/??/??)   80.863  (m)          265.30   (f) ADJUSTED    1 2
 FF0278
 FF0278.Superseded values are not recommended for survey control.
 FF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0278.See file dsdata.txt to determine how the superseded data were derived.
 FF0278
 FF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV701181(NAD 83)
 FF0278_MARKER: DB = BENCH MARK DISK
 FF0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0278_STAMPING: B 91 1957
 FF0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0278+STABILITY: SURFACE MOTION
 FF0278
 FF0278  HISTORY     - Date     Condition        Report By
 FF0278  HISTORY     - 1957     MONUMENTED       CGS
 FF0278  HISTORY     - 20021021 MARK NOT FOUND   USACE
 FF0278
 FF0278                          STATION DESCRIPTION
 FF0278
 FF0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0278'6.4 MI NW FROM LOCKE.
 FF0278'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E. JETER
 FF0278'SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL ROAD,
 FF0278'THENCE 1.8 MILES NORTH-NORTHEAST ALONG A DIRT FARM ROAD, THENCE
 FF0278'2.05 MILES NORTHEAST ALONG A BLACK TOP ROAD, NEAR THE JUNCTION
 FF0278'OF A FARM ROAD LEADING NORTH TO THE VICINITY OF WALTS LANDING,
 FF0278'AT THE INSIDE OF A SHORT HORSESHOE CURVE, 29 FEET EAST OF THE
 FF0278'CENTER LINE OF ROAD, 39 FEET WEST OF THE CENTER LINE OF ROAD,
 FF0278'58 FEET EAST AND ACROSS BLACK TOP ROAD FROM A LONE 18-INCH
 FF0278'COTTONWOOD TREE, 34 FEET SOUTH OF APPROXIMATE CENTER OF THE
 FF0278'HORSESHOE CURVE AND THE JUNCTION OF THE FARM ROAD NORTH, 19 FEET
 FF0278'SOUTHWEST OF A LONE 12-INCH ELM TREE, 2 FEET SOUTH OF A WHITE
 FF0278'WOODEN WITNESS POST, ABOUT LEVEL WITH THE BLACK TOP ROAD LEADING
 FF0278'SOUTHWEST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FF0278'INCHES ABOVE THE GROUND.
 FF0278
 FF0278                          STATION RECOVERY (2002)
 FF0278
 FF0278'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1572 ***********************************************************************
 FE1572  DESIGNATION -  B 92
 FE1572  PID         -  FE1572
 FE1572  STATE/COUNTY-  TN/LAUDERDALE
 FE1572  USGS QUAD   -  OPEN LAKE (1983)
 FE1572
 FE1572                         *CURRENT SURVEY CONTROL
 FE1572  ___________________________________________________________________
 FE1572* NAD 83(1986)-  35 48 30.     (N)    089 37 36.     (W)     SCALED    
 FE1572* NAVD 88     -        77.224  (meters)     253.36   (feet)  ADJUSTED  
 FE1572  ___________________________________________________________________
 FE1572  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE1572  DYNAMIC HT  -          77.159 (meters)     253.15  (feet)  COMP
 FE1572  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 FE1572
 FE1572  VERT ORDER  -  FIRST     CLASS II
 FE1572
 FE1572.The horizontal coordinates were scaled from a topographic map and have
 FE1572.an estimated accuracy of +/- 6 seconds.
 FE1572
 FE1572.The orthometric height was determined by differential leveling
 FE1572.and adjusted by the National Geodetic Survey in June 1991..
 FE1572
 FE1572.The geoid height was determined by GEOID03.
 FE1572
 FE1572.The dynamic height is computed by dividing the NAVD 88
 FE1572.geopotential number by the normal gravity value computed on the
 FE1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1572.degrees latitude (g = 980.6199 gals.).
 FE1572
 FE1572.The modeled gravity was interpolated from observed gravity values.
 FE1572
 FE1572;                    North         East    Units  Estimated Accuracy
 FE1572;SPC TN       -   169,720.      272,310.      MT  (+/- 180 meters Scaled)
 FE1572
 FE1572                          SUPERSEDED SURVEY CONTROL
 FE1572
 FE1572  NGVD 29 (??/??/??)   77.181  (m)          253.22   (f) ADJUSTED    1 2
 FE1572
 FE1572.Superseded values are not recommended for survey control.
 FE1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1572.See file dsdata.txt to determine how the superseded data were derived.
 FE1572
 FE1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE626658(NAD 83)
 FE1572_MARKER: DB = BENCH MARK DISK
 FE1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1572_STAMPING: B 92 1957
 FE1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1572+STABILITY: SURFACE MOTION
 FE1572
 FE1572  HISTORY     - Date     Condition        Report By
 FE1572  HISTORY     - 1957     MONUMENTED       CGS
 FE1572  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1572
 FE1572                          STATION DESCRIPTION
 FE1572
 FE1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1572'4.6 MI NW FROM ARP.
 FE1572'1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1572'ELEMENTARY SCHOOL AT ARP, THENCE 3.05 MILES NORTHWEST ALONG THE
 FE1572'GRAVEL ROAD LEADING TO BARR, AT THE OUTSIDE OF A CURVE, 55 FEET
 FE1572'EAST OF THE CENTER LINE OF THE ROAD, 142 FEET SOUTHEAST OF THE EAST
 FE1572'CORNER OF A 65 FEET LONG WOODEN BRIDGE OVER THE MIDDLE FORK OF
 FE1572'THE FORKED DEER RIVER, 35 FEET EAST OF THE CENTER LINE OF A DIM
 FE1572'ROAD LEADING NORTH, 23 FEET NORTHWEST OF A BLAZED 12-INCH OAK
 FE1572'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 FE1572'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1572'PROJECTING 4 INCHES.
 FE1572
 FE1572                          STATION RECOVERY (2002)
 FE1572
 FE1572'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1370 ***********************************************************************
 FE1370  DESIGNATION -  B 93
 FE1370  PID         -  FE1370
 FE1370  STATE/COUNTY-  TN/SHELBY
 FE1370  USGS QUAD   -  MUNFORD (1983)
 FE1370
 FE1370                         *CURRENT SURVEY CONTROL
 FE1370  ___________________________________________________________________
 FE1370* NAD 83(1986)-  35 23 25.     (N)    089 51 00.     (W)     SCALED    
 FE1370* NAVD 88     -       107.018  (meters)     351.11   (feet)  ADJUSTED  
 FE1370  ___________________________________________________________________
 FE1370  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1370  DYNAMIC HT  -         106.924 (meters)     350.80  (feet)  COMP
 FE1370  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 FE1370
 FE1370  VERT ORDER  -  SECOND    CLASS 0
 FE1370
 FE1370.The horizontal coordinates were scaled from a topographic map and have
 FE1370.an estimated accuracy of +/- 6 seconds.
 FE1370
 FE1370.The orthometric height was determined by differential leveling
 FE1370.and adjusted by the National Geodetic Survey in June 1991..
 FE1370
 FE1370.The geoid height was determined by GEOID03.
 FE1370
 FE1370.The dynamic height is computed by dividing the NAVD 88
 FE1370.geopotential number by the normal gravity value computed on the
 FE1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1370.degrees latitude (g = 980.6199 gals.).
 FE1370
 FE1370.The modeled gravity was interpolated from observed gravity values.
 FE1370
 FE1370;                    North         East    Units  Estimated Accuracy
 FE1370;SPC TN       -   124,150.      250,320.      MT  (+/- 180 meters Scaled)
 FE1370
 FE1370                          SUPERSEDED SURVEY CONTROL
 FE1370
 FE1370  NGVD 29 (??/??/??)  106.993  (m)          351.03   (f) ADJUSTED    2 0
 FE1370
 FE1370.Superseded values are not recommended for survey control.
 FE1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1370.See file dsdata.txt to determine how the superseded data were derived.
 FE1370
 FE1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE411200(NAD 83)
 FE1370_MARKER: P = PIPE CAP
 FE1370_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1370_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1370_STAMPING: B 93 1957
 FE1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1370
 FE1370  HISTORY     - Date     Condition        Report By
 FE1370  HISTORY     - 1957     MONUMENTED       CGS
 FE1370
 FE1370                          STATION DESCRIPTION
 FE1370
 FE1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1370'4.4 MI NE FROM MILLINGTON.
 FE1370'ABOUT 4.35 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1370'FROM THE STATION AT MILLINGTON, ABOUT 1.1 MILE NORTHEAST OF THE
 FE1370'FLAG STATION AT KERRVILLE, NEAR THE SHELBY-TIPTON COUNTY LINE,
 FE1370'NEAR THE SOUTHWEST END OF A CUT BANK, ABOUT 0.3 MILE NORTHEAST
 FE1370'OF MILEPOST NO. 370, 66 1/2 FEET NORTHWEST OF THE NORTHWEST
 FE1370'RAIL, 47 FEET SOUTH-SOUTHWEST OF A 24-INCH ASH TREE WHICH IS IN
 FE1370'FENCE LINE AND AT THE TOP OF CUT, 48 FEET WEST-SOUTHWEST OF
 FE1370'TELEPHONE POLE NO. 10140, 8 FEET EAST OF A 30-INCH OAK TREE,
 FE1370'ABOUT LEVEL WITH THE TRACKS, A DISK WELDED ON TOP OF A 2 1/2
 FE1370'INCH IRON PIPE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1736 ***********************************************************************
 FE1736  DESIGNATION -  B 94
 FE1736  PID         -  FE1736
 FE1736  STATE/COUNTY-  TN/TIPTON
 FE1736  USGS QUAD   -  COVINGTON (1983)
 FE1736
 FE1736                         *CURRENT SURVEY CONTROL
 FE1736  ___________________________________________________________________
 FE1736* NAD 83(1986)-  35 33 25.     (N)    089 38 58.     (W)     SCALED    
 FE1736* NAVD 88     -       109.905  (meters)     360.58   (feet)  ADJUSTED  
 FE1736  ___________________________________________________________________
 FE1736  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1736  DYNAMIC HT  -         109.813 (meters)     360.28  (feet)  COMP
 FE1736  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 FE1736
 FE1736  VERT ORDER  -  FIRST     CLASS I
 FE1736
 FE1736.The horizontal coordinates were scaled from a topographic map and have
 FE1736.an estimated accuracy of +/- 6 seconds.
 FE1736
 FE1736.The orthometric height was determined by differential leveling
 FE1736.and adjusted by the National Geodetic Survey in June 1991..
 FE1736
 FE1736.The geoid height was determined by GEOID03.
 FE1736
 FE1736.The dynamic height is computed by dividing the NAVD 88
 FE1736.geopotential number by the normal gravity value computed on the
 FE1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1736.degrees latitude (g = 980.6199 gals.).
 FE1736
 FE1736.The modeled gravity was interpolated from observed gravity values.
 FE1736
 FE1736;                    North         East    Units  Estimated Accuracy
 FE1736;SPC TN       -   141,930.      269,210.      MT  (+/- 180 meters Scaled)
 FE1736
 FE1736                          SUPERSEDED SURVEY CONTROL
 FE1736
 FE1736  NGVD 29 (??/??/??)  109.875  (m)          360.48   (f) ADJUSTED    1 1
 FE1736
 FE1736.Superseded values are not recommended for survey control.
 FE1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1736.See file dsdata.txt to determine how the superseded data were derived.
 FE1736
 FE1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE598380(NAD 83)
 FE1736_MARKER: DB = BENCH MARK DISK
 FE1736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1736_SP_SET: BUILDING
 FE1736_STAMPING: B 74 1957
 FE1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1736
 FE1736  HISTORY     - Date     Condition        Report By
 FE1736  HISTORY     - 1957     MONUMENTED       CGS
 FE1736  HISTORY     - 1974     GOOD             NGS
 FE1736  HISTORY     - 20020529 POOR             USACE
 FE1736
 FE1736                          STATION DESCRIPTION
 FE1736
 FE1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1736'AT COVINGTON.
 FE1736'AT COVINGTON, 0.35 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE
 FE1736'POST OFFICE, THENCE 0.15 MILE WEST ALONG SHERROD AVENUE, AT
 FE1736'INTERSECTION WITH SOUTH COLLEGE STREET, SET VERTICALLY IN THE
 FE1736'EAST FACE OF BRICK COVINGTON HIGH SCHOOL BUILDING, 59.2 FEET
 FE1736'WEST OF THE CENTER LINE OF SOUTH COLLEGE STREET, 48 1/2 FEET SOUTH
 FE1736'OF THE CENTER LINE OF SHERROD AVENUE, 1.1 FEET SOUTH OF THE
 FE1736'NORTHEAST CORNER OF THE BUILDING, AND 6 FEET ABOVE STREET LEVEL.
 FE1736
 FE1736                          STATION RECOVERY (2002)
 FE1736
 FE1736'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1736'BUILDING TORN DOWN IN 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1525 ***********************************************************************
 FE1525  DESIGNATION -  B 95
 FE1525  PID         -  FE1525
 FE1525  STATE/COUNTY-  TN/DYER
 FE1525  USGS QUAD   -  CHIC (1983)
 FE1525
 FE1525                         *CURRENT SURVEY CONTROL
 FE1525  ___________________________________________________________________
 FE1525* NAD 83(1986)-  35 58 11.     (N)    089 40 58.     (W)     SCALED    
 FE1525* NAVD 88     -        79.849  (meters)     261.97   (feet)  ADJUSTED  
 FE1525  ___________________________________________________________________
 FE1525  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE1525  DYNAMIC HT  -          79.782 (meters)     261.75  (feet)  COMP
 FE1525  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 FE1525
 FE1525  VERT ORDER  -  FIRST     CLASS II
 FE1525
 FE1525.The horizontal coordinates were scaled from a topographic map and have
 FE1525.an estimated accuracy of +/- 6 seconds.
 FE1525
 FE1525.The orthometric height was determined by differential leveling
 FE1525.and adjusted by the National Geodetic Survey in June 1991..
 FE1525
 FE1525.The geoid height was determined by GEOID03.
 FE1525
 FE1525.The dynamic height is computed by dividing the NAVD 88
 FE1525.geopotential number by the normal gravity value computed on the
 FE1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1525.degrees latitude (g = 980.6199 gals.).
 FE1525
 FE1525.The modeled gravity was interpolated from observed gravity values.
 FE1525
 FE1525;                    North         East    Units  Estimated Accuracy
 FE1525;SPC TN       -   187,810.      267,920.      MT  (+/- 180 meters Scaled)
 FE1525
 FE1525                          SUPERSEDED SURVEY CONTROL
 FE1525
 FE1525  NGVD 29 (??/??/??)   79.791  (m)          261.78   (f) ADJUSTED    1 2
 FE1525
 FE1525.Superseded values are not recommended for survey control.
 FE1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1525.See file dsdata.txt to determine how the superseded data were derived.
 FE1525
 FE1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE580839(NAD 83)
 FE1525_MARKER: DB = BENCH MARK DISK
 FE1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1525_STAMPING: B 95 1957
 FE1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1525+STABILITY: SURFACE MOTION
 FE1525
 FE1525  HISTORY     - Date     Condition        Report By
 FE1525  HISTORY     - 1957     MONUMENTED       CGS
 FE1525  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1525
 FE1525                          STATION DESCRIPTION
 FE1525
 FE1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1525'1 MI NW FROM CHIC.
 FE1525'1.0 MILE NORTHWEST ALONG A ONE-LANE PAVED ROAD FROM THE CONCRETE
 FE1525'BLOCK SCHOOL AT CHIC, ABOUT 0.3 MILE SOUTHEAST OF THE JUNCTION
 FE1525'OF A GRAVEL ROAD EAST, 28 1/2 FEET SOUTHWEST OF SOUTHWEST EDGE
 FE1525'OF PAVEMENT, 159 FEET NORTHWEST OF A FENCE CORNER WHICH IS NEAR
 FE1525'A POINT WHERE LEVEE TURNS SOUTH AWAY FROM ROAD, 9 FEET SOUTH OF
 FE1525'TELEPHONE POLE NO. 188, 7 FEET SOUTHWEST OF A FENCE LINE, 1 1/2
 FE1525'FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 1/2 FOOT BELOW
 FE1525'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1525'5 INCHES.
 FE1525
 FE1525                          STATION RECOVERY (2002)
 FE1525
 FE1525'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0891 ***********************************************************************
 GD0891  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0891  DESIGNATION -  B 96
 GD0891  PID         -  GD0891
 GD0891  STATE/COUNTY-  TN/DYER
 GD0891  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0891
 GD0891                         *CURRENT SURVEY CONTROL
 GD0891  ___________________________________________________________________
 GD0891* NAD 83(1995)-  36 03 35.75288(N)    089 38 41.62251(W)     ADJUSTED  
 GD0891* NAVD 88     -        80.10   (meters)     262.8    (feet)  GPS OBS   
 GD0891  ___________________________________________________________________
 GD0891  X           -      31,993.375 (meters)                     COMP
 GD0891  Y           -  -5,162,029.958 (meters)                     COMP
 GD0891  Z           -   3,733,600.055 (meters)                     COMP
 GD0891  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GD0891  ELLIP HEIGHT-          51.81  (meters)          (05/31/05) GPS OBS
 GD0891  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0891  DYNAMIC HT  -          80.03  (meters)     262.6   (feet)  COMP
 GD0891  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 GD0891
 GD0891  HORZ ORDER  -  FIRST
 GD0891  VERT ORDER  -  FIRST     CLASS II (See Below)
 GD0891  ELLP ORDER  -  FOURTH    CLASS II
 GD0891
 GD0891.The horizontal coordinates were established by GPS observations
 GD0891.and adjusted by the National Geodetic Survey in May 2005..
 GD0891
 GD0891.The orthometric height was determined by GPS observations and a
 GD0891.high-resolution geoid model using precise GPS observation and
 GD0891.processing techniques. It supersedes the leveled height previously
 GD0891.determined for this station.
 GD0891.The vertical order pertains to the first NAVD 88 superseded value.
 GD0891
 GD0891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0891
 GD0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0891
 GD0891.The ellipsoidal height was determined by GPS observations
 GD0891.and is referenced to NAD 83.
 GD0891
 GD0891.The geoid height was determined by GEOID03.
 GD0891
 GD0891.The dynamic height is computed by dividing the NAVD 88
 GD0891.geopotential number by the normal gravity value computed on the
 GD0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0891.degrees latitude (g = 980.6199 gals.).
 GD0891
 GD0891.The modeled gravity was interpolated from observed gravity values.
 GD0891
 GD0891;                    North         East     Units Scale Factor Converg.
 GD0891;SPC TN       -   197,679.204   271,701.955   MT  0.99995614   -2 08 01.9
 GD0891;SPC TN       -   648,552.52    891,408.83   sFT  0.99995614   -2 08 01.9
 GD0891;UTM  16      - 3,993,833.653   261,776.183   MT  1.00029932   -1 33 27.4
 GD0891
 GD0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0891!SPC TN       -   0.99999187  x   0.99995614  =   0.99994801
 GD0891!UTM  16      -   0.99999187  x   1.00029932  =   1.00029119
 GD0891
 GD0891                          SUPERSEDED SURVEY CONTROL
 GD0891
 GD0891  NAVD 88 (06/15/91)   80.072  (m)          262.70   (f) ADJUSTED    1 2
 GD0891  NGVD 29 (??/??/??)   80.008  (m)          262.49   (f) ADJUSTED    1 2
 GD0891
 GD0891.Superseded values are not recommended for survey control.
 GD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0891.See file dsdata.txt to determine how the superseded data were derived.
 GD0891
 GD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6177693834(NAD 83)
 GD0891_MARKER: DB = BENCH MARK DISK
 GD0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0891_STAMPING: B 96 1957
 GD0891_MARK LOGO: CGS   
 GD0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0891+STABILITY: SURFACE MOTION
 GD0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0891+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 GD0891
 GD0891  HISTORY     - Date     Condition        Report By
 GD0891  HISTORY     - 1957     MONUMENTED       CGS
 GD0891  HISTORY     - 20020717 GOOD             USACE
 GD0891  HISTORY     - 20030708 GOOD             EMCINC
 GD0891
 GD0891                          STATION DESCRIPTION
 GD0891
 GD0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0891'2 MI NE FROM HELOISE.
 GD0891'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0891'LANDING AT HELOISE, AT THE JUNCTION OF A GRAVEL ROAD NORTH,
 GD0891'27 FEET SOUTH OF CENTER LINE OF HIGHWAY, 38 FEET SOUTHWEST OF CENTER
 GD0891'OF JUNCTION, 38 FEET NORTHEAST OF A LONE 18-INCH COTTONWOOD
 GD0891'TREE, 1 FOOT WEST OF A FENCE CORNER, 2 FEET EAST OF A CONCRETE
 GD0891'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE
 GD0891'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0891
 GD0891                          STATION RECOVERY (2002)
 GD0891
 GD0891'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0891'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) ENE FROM THE COMMUNITY OF
 GD0891'HELOISE, TENNESSEE.  TO REACH THE STATION FROM THE INTERSECTION OF
 GD0891'STATE HIGHWAY 104 AND STATE HIGHWAY 181 WHICH IS ON TOP OF MISSISSIPPI
 GD0891'RIVER LEVEE, PROCEED WEST ALONG STATE HIGHWAY 104 FOR 0.7 MI (1.1 KM)
 GD0891'TO A PAVED ROAD LEADING NORTH AND THE MARK ON THE LEFT. THE STATION IS
 GD0891'LOCATED 37.7 FT (11.5 M) SSW OF THE CENTERLINE OF HIGHWAY 104 AT ITS
 GD0891'INTERSECTION WITH A PAVED ROAD LEADING NORTH, 154.5 FT (47.1 M) EAST
 GD0891'OF A GUYED SUPPORT POLE ON SOUTH SIDE OF HIGHWAY 104 AND 1.5 FT (0.5
 GD0891'M) NNW OF A 10 INCH ROUND WOODEN PROPERTY CORNER POST AND CARSONITE
 GD0891'WITNESS POST.  MONUMENT IS FLUSH WITH GROUND.  DESCRIBED BY JAMES M
 GD0891'HAMNA, MEM COE, AT 901 573-4181.
 GD0891
 GD0891                          STATION RECOVERY (2003)
 GD0891
 GD0891'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0891'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0950 ***********************************************************************
 GA0950  DESIGNATION -  B 97
 GA0950  PID         -  GA0950
 GA0950  STATE/COUNTY-  TN/WASHINGTON
 GA0950  USGS QUAD   -  LEESBURG (1971)
 GA0950
 GA0950                         *CURRENT SURVEY CONTROL
 GA0950  ___________________________________________________________________
 GA0950* NAD 83(1986)-  36 18 26.     (N)    082 30 57.     (W)     SCALED    
 GA0950* NAVD 88     -       500.439  (meters)    1641.86   (feet)  ADJUSTED  
 GA0950  ___________________________________________________________________
 GA0950  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0950  DYNAMIC HT  -         499.964 (meters)    1640.30  (feet)  COMP
 GA0950  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 GA0950
 GA0950  VERT ORDER  -  SECOND    CLASS 0
 GA0950
 GA0950.The horizontal coordinates were scaled from a topographic map and have
 GA0950.an estimated accuracy of +/- 6 seconds.
 GA0950
 GA0950.The orthometric height was determined by differential leveling
 GA0950.and adjusted by the National Geodetic Survey in June 1991..
 GA0950
 GA0950.The geoid height was determined by GEOID03.
 GA0950
 GA0950.The dynamic height is computed by dividing the NAVD 88
 GA0950.geopotential number by the normal gravity value computed on the
 GA0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0950.degrees latitude (g = 980.6199 gals.).
 GA0950
 GA0950.The modeled gravity was interpolated from observed gravity values.
 GA0950
 GA0950;                    North         East    Units  Estimated Accuracy
 GA0950;SPC TN       -   224,570.      912,850.      MT  (+/- 180 meters Scaled)
 GA0950
 GA0950                          SUPERSEDED SURVEY CONTROL
 GA0950
 GA0950  NGVD 29 (??/??/92)  500.578  (m)         1642.31   (f) ADJ UNCH    2 0
 GA0950
 GA0950.Superseded values are not recommended for survey control.
 GA0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0950.See file dsdata.txt to determine how the superseded data were derived.
 GA0950
 GA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA639190(NAD 83)
 GA0950_MARKER: DB = BENCH MARK DISK
 GA0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0950_STAMPING: B 97 1935
 GA0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0950+STABILITY: SURFACE MOTION
 GA0950
 GA0950  HISTORY     - Date     Condition        Report By
 GA0950  HISTORY     - 1935     MONUMENTED       CGS
 GA0950
 GA0950                          STATION DESCRIPTION
 GA0950
 GA0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0950'2.9 MI W FROM JONESBORO.
 GA0950'2.9 MILES WEST ALONG STATE HIGHWAY 81 FROM THE COURTHOUSE AT
 GA0950'JONESBORO, WASHINGTON COUNTY, AT THE JUNCTION OF THE LEESBURG ROAD,
 GA0950'36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET HIGHER
 GA0950'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 97 1935 AND SET
 GA0950'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0643 ***********************************************************************
 GA0643  DESIGNATION -  B 98
 GA0643  PID         -  GA0643
 GA0643  STATE/COUNTY-  TN/SULLIVAN
 GA0643  USGS QUAD   -  BOONE DAM (1968)
 GA0643
 GA0643                         *CURRENT SURVEY CONTROL
 GA0643  ___________________________________________________________________
 GA0643* NAD 83(1986)-  36 28 18.     (N)    082 29 35.     (W)     SCALED    
 GA0643* NAVD 88     -       422.950  (meters)    1387.63   (feet)  ADJUSTED  
 GA0643  ___________________________________________________________________
 GA0643  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0643  DYNAMIC HT  -         422.558 (meters)    1386.34  (feet)  COMP
 GA0643  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 GA0643
 GA0643  VERT ORDER  -  SECOND    CLASS 0
 GA0643
 GA0643.The horizontal coordinates were scaled from a topographic map and have
 GA0643.an estimated accuracy of +/- 6 seconds.
 GA0643
 GA0643.The orthometric height was determined by differential leveling
 GA0643.and adjusted by the National Geodetic Survey in June 1991..
 GA0643
 GA0643.The geoid height was determined by GEOID03.
 GA0643
 GA0643.The dynamic height is computed by dividing the NAVD 88
 GA0643.geopotential number by the normal gravity value computed on the
 GA0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0643.degrees latitude (g = 980.6199 gals.).
 GA0643
 GA0643.The modeled gravity was interpolated from observed gravity values.
 GA0643
 GA0643;                    North         East    Units  Estimated Accuracy
 GA0643;SPC TN       -   242,880.      914,240.      MT  (+/- 180 meters Scaled)
 GA0643
 GA0643                          SUPERSEDED SURVEY CONTROL
 GA0643
 GA0643  NGVD 29 (??/??/92)  423.093  (m)         1388.10   (f) ADJ UNCH    2 0
 GA0643
 GA0643.Superseded values are not recommended for survey control.
 GA0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0643.See file dsdata.txt to determine how the superseded data were derived.
 GA0643
 GA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA662373(NAD 83)
 GA0643_MARKER: DB = BENCH MARK DISK
 GA0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0643_STAMPING: B 98 1935
 GA0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0643+STABILITY: SURFACE MOTION
 GA0643
 GA0643  HISTORY     - Date     Condition        Report By
 GA0643  HISTORY     - 1935     MONUMENTED       CGS
 GA0643  HISTORY     - 1961     GOOD             NGS
 GA0643  HISTORY     - 20051203 MARK NOT FOUND   GEOCAC
 GA0643
 GA0643                          STATION DESCRIPTION
 GA0643
 GA0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0643'1.4 MI NE FROM FORDTOWN.
 GA0643'1.4 MILES NORTH ALONG THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY
 GA0643'FROM THE STATION AT FORDTOWN, SULLIVAN COUNTY, AT AN UNDERPASS,
 GA0643'20 YARDS WEST OF THE WEST RAIL, 14 YARDS SOUTHEAST OF THE CENTERLINE
 GA0643'OF A ROAD, 1 YARD NORTHWEST OF A POLE, AND 13 FEET LOWER THAN
 GA0643'THE TOP OF THE WEST RAIL, AND 1 FOOT WEST OF STEEL WITNESS POST.
 GA0643'A STANDARD DISK, STAMPED B 98 1935 AND SET IN THE TOP OF A CONCRETE
 GA0643'POST.
 GA0643
 GA0643                          STATION RECOVERY (2005)
 GA0643
 GA0643'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 GA0643'THE POINT OF INTERSECTION BETWEEN THE 14-YARD DISTANCE FROM THE
 GA0643'CENTERLINE OF SHIPLEY FERRY
 GA0643'ROAD AND THE 20-YARD DISTANCE FROM THE SOUTH RAIL OF THE TRACK IS NOW
 GA0643'LOCATED NEAR
 GA0643'THE EAST EDGE OF A NEWLY CONSTRUCTED PAVED ROAD OR DRIVEWAY RUNNING
 GA0643'SOUTH FROM
 GA0643'SHIPLEY FERRY ROAD.  THIS CONSTRUCTION MAY HAVE REMOVED OR CONCEALED
 GA0643'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0830 ***********************************************************************
 GA0830  DESIGNATION -  B 99
 GA0830  PID         -  GA0830
 GA0830  STATE/COUNTY-  TN/GREENE
 GA0830  USGS QUAD   -  GREENEVILLE (1961)
 GA0830
 GA0830                         *CURRENT SURVEY CONTROL
 GA0830  ___________________________________________________________________
 GA0830* NAD 83(1986)-  36 10 11.     (N)    082 49 37.     (W)     SCALED    
 GA0830* NAVD 88     -       476.211  (meters)    1562.37   (feet)  ADJUSTED  
 GA0830  ___________________________________________________________________
 GA0830  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0830  DYNAMIC HT  -         475.758 (meters)    1560.88  (feet)  COMP
 GA0830  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 GA0830
 GA0830  VERT ORDER  -  SECOND    CLASS 0
 GA0830
 GA0830.The horizontal coordinates were scaled from a topographic map and have
 GA0830.an estimated accuracy of +/- 6 seconds.
 GA0830
 GA0830.The orthometric height was determined by differential leveling
 GA0830.and adjusted by the National Geodetic Survey in June 1991..
 GA0830
 GA0830.The geoid height was determined by GEOID03.
 GA0830
 GA0830.The dynamic height is computed by dividing the NAVD 88
 GA0830.geopotential number by the normal gravity value computed on the
 GA0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0830.degrees latitude (g = 980.6199 gals.).
 GA0830
 GA0830.The modeled gravity was interpolated from observed gravity values.
 GA0830
 GA0830;                    North         East    Units  Estimated Accuracy
 GA0830;SPC TN       -   208,370.      885,420.      MT  (+/- 180 meters Scaled)
 GA0830
 GA0830                          SUPERSEDED SURVEY CONTROL
 GA0830
 GA0830  NGVD 29 (??/??/92)  476.334  (m)         1562.77   (f) ADJ UNCH    2 0
 GA0830
 GA0830.Superseded values are not recommended for survey control.
 GA0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0830.See file dsdata.txt to determine how the superseded data were derived.
 GA0830
 GA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA356043(NAD 83)
 GA0830_MARKER: DB = BENCH MARK DISK
 GA0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0830_STAMPING: B 99 1935
 GA0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0830+STABILITY: SURFACE MOTION
 GA0830
 GA0830  HISTORY     - Date     Condition        Report By
 GA0830  HISTORY     - 1935     MONUMENTED       CGS
 GA0830  HISTORY     - 1955     GOOD             TVA
 GA0830
 GA0830                          STATION DESCRIPTION
 GA0830
 GA0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0830'0.7 MI NE FROM GREENEVILLE.
 GA0830'0.7 MILE NE ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0830'GREENEVILLE, GREENE COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY
 GA0830'11E AND STATE HIGHWAY 93, 33 FEET SE OF THE ABUTMENT OF A
 GA0830'BRIDGE OVER STATE HIGHWAY 93, 33 FEET NE OF THE CENTERLINE OF
 GA0830'U.S. HIGHWAY 11E, 9 FEET S. OF A DOUBLE 8-INCH LOCUST TREE,
 GA0830'AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0830'B 99 1935 AND SET IN THE TOP OF A CONCRETE POST.  43 FEET SOUTH
 GA0830'SOUTHEAST OF SOUTHEAST CORNER OF NORTHEAST WINGWALL OF BRIDGE
 GA0830'OVER HIGHWAY, 27 FEET NORTHWEST OF THE CENTERLINE OF STREET
 GA0830'LEADING TO OAK GROVE CEMETERY.  20.4 FEET NORTHEAST OF POWER
 GA0830'POLE IN NORTH QUADRANT OF STREET, 2 FEET SOUTH OF STEEL WITNESS
 GA0830'POST.
 GA0830
 GA0830                          STATION RECOVERY (1955)
 GA0830
 GA0830'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3406 ***********************************************************************
 GA3406  DESIGNATION -  BAILEY
 GA3406  PID         -  GA3406
 GA3406  STATE/COUNTY-  TN/HAWKINS
 GA3406  USGS QUAD   -  BAILEYTON (1971)
 GA3406
 GA3406                         *CURRENT SURVEY CONTROL
 GA3406  ___________________________________________________________________
 GA3406* NAD 83(1995)-  36 21 49.63937(N)    082 51 36.66923(W)     ADJUSTED  
 GA3406* NAVD 88     -       698.     (meters)    2290.     (feet)  SCALED    
 GA3406  ___________________________________________________________________
 GA3406  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GA3406  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA3406
 GA3406  HORZ ORDER  -  THIRD
 GA3406
 GA3406.The horizontal coordinates were established by classical geodetic methods
 GA3406.and adjusted by the National Geodetic Survey in April 1999..
 GA3406
 GA3406.The orthometric height was scaled from a topographic map.
 GA3406
 GA3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3406
 GA3406.The geoid height was determined by GEOID03.
 GA3406
 GA3406;                    North         East     Units Scale Factor Converg.
 GA3406;SPC TN       -   229,800.838   881,740.442   MT  0.99999105   +1 50 17.4
 GA3406;SPC TN       -   753,938.25  2,892,843.43   sFT  0.99999105   +1 50 17.4
 GA3406;UTM  17      - 4,025,905.775   333,110.465   MT  0.99994317   -1 06 11.4
 GA3406
 GA3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3406!SPC TN       -   0.99989541  x   0.99999105  =   0.99988646
 GA3406!UTM  17      -   0.99989541  x   0.99994317  =   0.99983859
 GA3406
 GA3406|---------------------------------------------------------------------|
 GA3406| PID    Reference Object                     Distance      Geod. Az  |
 GA3406|                                                           dddmmss.s |
 GA3406| DB8676 BAILEY RM 1                          11.211 METERS 06541     |
 GA3406| DB8675 BAILEY AZ MK                                       2412631.6 |
 GA3406| DB8677 BAILEY RM 2                           8.092 METERS 31923     |
 GA3406|---------------------------------------------------------------------|
 GA3406
 GA3406                          SUPERSEDED SURVEY CONTROL
 GA3406
 GA3406  NAD 83(1995)-  36 21 49.64198(N)    082 51 36.67200(W) AD(       ) 3
 GA3406  NAD 83(1995)-  36 21 49.65026(N)    082 51 36.68199(W) AD(       ) 3
 GA3406  NAD 83(1995)-  36 21 49.64548(N)    082 51 36.67213(W) AD(       ) 3
 GA3406  NAD 83(1986)-  36 21 49.64764(N)    082 51 36.67261(W) AD(       ) 3
 GA3406  NAD 27      -  36 21 49.29200(N)    082 51 37.09400(W) AD(       ) 3
 GA3406
 GA3406.Superseded values are not recommended for survey control.
 GA3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3406.See file dsdata.txt to determine how the superseded data were derived.
 GA3406
 GA3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3311025906(NAD 83)
 GA3406_MARKER: DS = TRIANGULATION STATION DISK
 GA3406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3406
 GA3406  HISTORY     - Date     Condition        Report By
 GA3406  HISTORY     - 1934     MONUMENTED       CGS
 GA3406
 GA3406                          STATION DESCRIPTION
 GA3406
 GA3406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3406'ABOUT 3.3 MILES WEST-SOUTHWEST OF VAN HILL, 2.7 MILES NORTH-NORTHWEST
 GA3406'OF BAILEYTON, ON
 GA3406'BARE KNOLL, ON RIDGE OF BAYS MOUNTAIN, AND ON
 GA3406'PROPERTY OF JOHN UNDERHILL.  TO
 GA3406'REACH FROM BAILEYTON POST OFFICE, GO
 GA3406'NORTHWEST 0.1 MILE TO SINCLAIR SERVICE STATION ON
 GA3406'RIGHT, TURN LEFT
 GA3406'AND GO 0.4 MILE TO T-ROAD RIGHT AT RED BRICK CHURCH, TURN RIGHT AND
 GA3406'GO 0.35 MILE,
 GA3406'FOLLOW LEFT FORK AT LONE WHITE-OAK TREE 0.8 MILE TO
 GA3406'T-ROAD RIGHT, TURN RIGHT PAST
 GA3406'CABIN ON LEFT AND KEEP MAIN-TRAVELED
 GA3406'ROAD UP HOLLOW 2.4 MILES, KEEP LEFT FORK AT
 GA3406'BRIDGE AND 2-MAIL BOXES
 GA3406'AND GO 0.1 MILE TO TOP OF GRADE AND JOHN UNDERHILLS HOME ON
 GA3406'LEFT (END OF TRUCK
 GA3406'TRAVEL), TURN SHARPLY TO RIGHT THROUGH GATE AND FOLLOW WAGON
 GA3406'TRAIL MARKED BY
 GA3406'TRIANGLE-BLAZED TREE TO TOP OF RIDGE, AND THENCE TO
 GA3406'LEFT ALONG RIDGE 1/2 MILE TO
 GA3406'STATION SITE 29.2 FEET EAST-NORTHEAST OF
 GA3406'30-INCH STUMP, 15 FEET SOUTH FROM GATE IN
 GA3406'EAST-AND-WEST FENCE, AND 7
 GA3406'FEET WEST OF NORTH-AND-SOUTH FENCE.  SURFACE AND UNDERGROUND
 GA3406'MARKS ARE
 GA3406'STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 GA3406'AND AZIMUTH MARKS ARE
 GA3406'STANDARD REFERENCE DISKS IN CONCRETE.
 GA3406'NO. 1 IS ON PROPERTY OF GEORGE MCLAIN,
 GA3406'22.6 FEET NORTHWEST OF FENCE
 GA3406'CORNER, AND 36.78 FEET FROM STATION
 GA3406'N 24 DEG 19 MIN E.  NO. 2 IS
 GA3406'ON DOWN SLOPE FROM STATION, 2 FEET SOUTH OF FENCE, AND 26.55
 GA3406'FEET FROM STATION N 40 DEG 37 MIN W.
 GA3406'AZIMUTH MARK IS AT EAST
 GA3406'EDGE OF PATH BEHIND BROWN MOUNTAIN
 GA3406'SCHOOL, ABOUT 50 FEET NORTHEAST OF
 GA3406'NORTHWEST CORNER OF SCHOOL, 12 FEET NORTH OF 24-INCH
 GA3406'STUMP AT EAST
 GA3406'SIDE OF TRAIL, AND ABOUT 0.5 MILE FROM STATION
 GA3406'S 61 DEG 26 MIN W.
 GA3406'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION-
 GA3406'BAILEYTON AUDITORIUM, CUPOLA, 3
 GA3406'MILES, S 27 DEG 40 MIN E, AND
 GA3406'BROWN MOUNTAIN SCHOOL, CHIMNEY, 0.5 MILE, S 60 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2542 ***********************************************************************
 FE2542  DESIGNATION -  BAILEY
 FE2542  PID         -  FE2542
 FE2542  STATE/COUNTY-  TN/SHELBY
 FE2542  USGS QUAD   -  COLLIERVILLE (1965)
 FE2542
 FE2542                         *CURRENT SURVEY CONTROL
 FE2542  ___________________________________________________________________
 FE2542* NAD 83(1995)-  35 03 38.54053(N)    089 44 43.71823(W)     ADJUSTED  
 FE2542* NAVD 88     -       111.51   (+/-2cm)     365.8    (feet)  VERTCON   
 FE2542  ___________________________________________________________________
 FE2542  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FE2542  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE2542
 FE2542  HORZ ORDER  -  THIRD
 FE2542  VERT ORDER  -  THIRD ? (See Below)
 FE2542
 FE2542.The horizontal coordinates were established by classical geodetic methods
 FE2542.and adjusted by the National Geodetic Survey in April 1999..
 FE2542
 FE2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2542.The vertical order pertains to the NGVD 29 superseded value.
 FE2542
 FE2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2542
 FE2542.The geoid height was determined by GEOID03.
 FE2542
 FE2542;                    North         East     Units Scale Factor Converg.
 FE2542;SPC TN       -    87,240.539   258,405.091   MT  1.00003880   -2 11 33.9
 FE2542;SPC TN       -   286,221.67    847,784.04   sFT  1.00003880   -2 11 33.9
 FE2542;UTM  16      - 3,883,222.625   249,622.975   MT  1.00037267   -1 34 40.6
 FE2542
 FE2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2542!SPC TN       -   0.99998682  x   1.00003880  =   1.00002561
 FE2542!UTM  16      -   0.99998682  x   1.00037267  =   1.00035948
 FE2542
 FE2542:                Primary Azimuth Mark                     Grid Az
 FE2542:SPC TN       -  COLLIERVILLE TANK                        106 38 07.0
 FE2542:UTM  16      -  COLLIERVILLE TANK                        106 01 13.7
 FE2542
 FE2542|---------------------------------------------------------------------|
 FE2542| PID    Reference Object                     Distance      Geod. Az  |
 FE2542|                                                           dddmmss.s |
 FE2542| FE2543 COLLIERVILLE TANK                   APPROX. 7.7 KM 1042633.1 |
 FE2542| CG3165 BAILEY RM 1                          29.113 METERS 11626     |
 FE2542| CG3164 BAILEY AZ MK                                       1324135.3 |
 FE2542| FE2554 MEMPHIS TV STA WREC MAST            APPROX.15.5 KM 3292406.9 |
 FE2542| CG3166 BAILEY RM 2                          29.588 METERS 33705     |
 FE2542| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX. 7.8 KM 3440412.0 |
 FE2542|---------------------------------------------------------------------|
 FE2542
 FE2542                          SUPERSEDED SURVEY CONTROL
 FE2542
 FE2542  NAD 83(1995)-  35 03 38.54270(N)    089 44 43.71933(W) AD(       ) 3
 FE2542  NAD 83(1995)-  35 03 38.54462(N)    089 44 43.71993(W) AD(       ) 3
 FE2542  NAD 83(1986)-  35 03 38.55119(N)    089 44 43.71868(W) AD(       ) 3
 FE2542  NAD 27      -  35 03 38.22030(N)    089 44 43.41660(W) AD(       ) 3
 FE2542  NGVD 29 (07/19/86)  111.47   (m)          365.7    (f) LEVELING    3  
 FE2542
 FE2542.Superseded values are not recommended for survey control.
 FE2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2542.See file dsdata.txt to determine how the superseded data were derived.
 FE2542
 FE2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4962383223(NAD 83)
 FE2542_MARKER: DS = TRIANGULATION STATION DISK
 FE2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2542
 FE2542  HISTORY     - Date     Condition        Report By
 FE2542  HISTORY     - 1957     MONUMENTED       CGS
 FE2542
 FE2542                          STATION DESCRIPTION
 FE2542
 FE2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2542'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF COLLIERVILLE, 4 MILES
 FE2542'SOUTHEAST OF GERMANTOWN, ABOUT 250 FEET WEST OF THE Y-INTERSECTION
 FE2542'FORMED BY U.S. HIGHWAY 72, STATE HIGHWAY 57 (SAME HIGHWAY) AND POPLAR
 FE2542'ROAD RUNNING WESTERLY, A SHORT CUT-OFF RUNNING NORTH AND SOUTH
 FE2542'CONNECTING THE HIGHWAY AND THE PAVED ROAD 40 FEET WEST OF THE STATION
 FE2542'FORM A TRIANGLE.  THE STATION IS 73 FEET SOUTHWEST OF THE CENTERLINE
 FE2542'OF HIGHWAY 72, 60 FEET NORTHEAST OF THE CENTERLINE OF POPLAR ROAD AND
 FE2542'40 FEET SOUTHEAST OF THE CENTERLINE OF THE PAVED CONNECTING ROAD. THE
 FE2542'MONUMENT IS FLUSH AND THE DISK IS STAMPED BAILEY 1957.
 FE2542'
 FE2542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 72 AND
 FE2542'GERMANTOWN ROAD LOCATED AT THE NORTH EDGE OF GERMANTOWN, GO EAST ON
 FE2542'HIGHWAY 72 FOR 4.2 MILES TO THE STATION ON THE RIGHT.
 FE2542'
 FE2542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 72 FOR
 FE2542'0.35 MILE TO THE MARK ON THE LEFT.
 FE2542'
 FE2542'REFERENCE MARK 1 IS 37 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 72, 67
 FE2542'FEET NORTH OF THE CENTERLINE OF POPLAR ROAD AND 78 FEET WEST OF A
 FE2542'POWER LINE POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BAILEY
 FE2542'NO 1 1957.
 FE2542'
 FE2542'REFERENCE MARK 2 IS 41 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 72 AND
 FE2542'32 FEET EAST OF A 12 INCH OAK TREE. THE MONUMENT IS FLUSH AND THE
 FE2542'DISK IS STAMPED BAILEY NO 2 1957.
 FE2542'
 FE2542'THE AZIMUTH MARK IS 3 FEET NORTH OF A TELEPHONE POLE, 30 FEET
 FE2542'NORTHEAST OF THE CENTERLINE OF HIGHWAY 72 AND 6 FEET SOUTH OF A WHITE
 FE2542'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BAILEY
 FE2542'1957.
 FE2542'
 FE2542'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2265 ***********************************************************************
 FE2265  DESIGNATION -  BAIN
 FE2265  PID         -  FE2265
 FE2265  STATE/COUNTY-  TN/CHESTER
 FE2265  USGS QUAD   -  JACKS CREEK (1983)
 FE2265
 FE2265                         *CURRENT SURVEY CONTROL
 FE2265  ___________________________________________________________________
 FE2265* NAD 83(1995)-  35 28 52.72514(N)    088 33 57.04910(W)     ADJUSTED  
 FE2265* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 FE2265  ___________________________________________________________________
 FE2265  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 FE2265  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE2265
 FE2265  HORZ ORDER  -  THIRD
 FE2265
 FE2265.The horizontal coordinates were established by classical geodetic methods
 FE2265.and adjusted by the National Geodetic Survey in April 1999..
 FE2265
 FE2265.The orthometric height was scaled from a topographic map.
 FE2265
 FE2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2265
 FE2265.The geoid height was determined by GEOID03.
 FE2265
 FE2265;                    North         East     Units Scale Factor Converg.
 FE2265;SPC TN       -   130,419.700   367,182.661   MT  0.99996724   -1 30 07.7
 FE2265;SPC TN       -   427,885.30  1,204,665.11   sFT  0.99996724   -1 30 07.7
 FE2265;UTM  16      - 3,927,547.747   357,949.782   MT  0.99984866   -0 54 32.5
 FE2265
 FE2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2265!SPC TN       -   0.99997521  x   0.99996724  =   0.99994245
 FE2265!UTM  16      -   0.99997521  x   0.99984866  =   0.99982387
 FE2265
 FE2265:                Primary Azimuth Mark                     Grid Az
 FE2265:SPC TN       -  BAIN AZ MK                               042 41 35.5
 FE2265:UTM  16      -  BAIN AZ MK                               042 06 00.3
 FE2265
 FE2265|---------------------------------------------------------------------|
 FE2265| PID    Reference Object                     Distance      Geod. Az  |
 FE2265|                                                           dddmmss.s |
 FE2265| CG3167 BAIN AZ MK                                         0411127.8 |
 FE2265| CG3169 BAIN RM 2                            58.153 METERS 09144     |
 FE2265| FE0496 MCKINNEY                            APPROX. 9.1 KM 2281722.8 |
 FE2265| FE2267 HENDERSON BLACK TANK                APPROX. 8.2 KM 2361014.6 |
 FE2265| CG3168 BAIN RM 1                            37.366 METERS 34957     |
 FE2265|---------------------------------------------------------------------|
 FE2265
 FE2265                          SUPERSEDED SURVEY CONTROL
 FE2265
 FE2265  NAD 83(1995)-  35 28 52.73079(N)    088 33 57.05591(W) AD(       ) 3
 FE2265  NAD 83(1986)-  35 28 52.73674(N)    088 33 57.05059(W) AD(       ) 3
 FE2265  NAD 27      -  35 28 52.46300(N)    088 33 56.86100(W) AD(       ) 3
 FE2265
 FE2265.Superseded values are not recommended for survey control.
 FE2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2265.See file dsdata.txt to determine how the superseded data were derived.
 FE2265
 FE2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5795027548(NAD 83)
 FE2265_MARKER: DS = TRIANGULATION STATION DISK
 FE2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2265
 FE2265  HISTORY     - Date     Condition        Report By
 FE2265  HISTORY     - 1934     MONUMENTED       CGS
 FE2265  HISTORY     - 1972     GOOD             TVA
 FE2265  HISTORY     - 1976     GOOD             NGS
 FE2265
 FE2265                          STATION DESCRIPTION
 FE2265
 FE2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2265'ABOUT 6 MILES NORTHEAST OF HENDERSON, ON HIGHEST PART OF WOODED HILL,
 FE2265'ON PROPERTY OF R.P. BAIN, ABOUT 200 YARDS DIRECTLY EAST OF BAINS
 FE2265'HOUSE, 23 FEET NORTH OF 14-INCH OAK TREE WITH TRIANGULAR BLAZE, AND
 FE2265'40 FEET NORTHWEST OF LARGE DOUBLE OAK TREE.  TO REACH FROM
 FE2265'INTERSECTION OF ROUTES 45 AND 100 AT HENDERSON, FOLLOW ROUTE 100
 FE2265'NORTHEAST 4.35 MILES TO CROSSROADS CONTINUE STRAIGHT AHEAD 0.7 MILE
 FE2265'TO LANE AT MR. BAINS HOUSE, AND TURN LEFT UP LANE TO STATION.
 FE2265'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2265'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FE2265'DISKS IN CONCRETE.  NO. 1 IS IN EDGE OF CLEARING AND
 FE2265'SLIGHTLY LOWER IN ELEVATION THAN AND 122.59 FEET FROM STATION
 FE2265'N 10 DEG 03 MIN W. NO. 2 IS SLIGHTLY LOWER IN ELEVATION THAN
 FE2265'AND 190.79 FEET FROM STATION S 88 DEG 16 MIN E.  AZIMUTH
 FE2265'MARK IS ABOUT 15 FEET EAST OF CENTER LINE OF ROAD, ON PROPERTY OF
 FE2265'JACK COMB, 0.3 MILE ALONG ROAD (NORTH) FROM LANE TO MR. BAINS
 FE2265'HOUSE, AND 0.5 MILE FROM STATION N 41 DEG 11 MIN E.
 FE2265
 FE2265                          STATION RECOVERY (1972)
 FE2265
 FE2265'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (NOD)
 FE2265'CONDITION OF POINT WHEN FOUND GOOD.
 FE2265'
 FE2265'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BAIN 1934.
 FE2265'
 FE2265'DESC OF MON STILL GOOD.  BLAZED 14 INCH OAK AND LARGE DOUBLE OAK
 FE2265'GONE--POST AND SIGN SET 1.5 E OF MON.
 FE2265'
 FE2265'REFS--S 20 W 6.0 TO 14 INCH POPLAR.
 FE2265'W 2.0 TO 8 INCH WHITE OAK.
 FE2265'N 50 N 23.5 TO 12 INCH WHITE OAK.
 FE2265'
 FE2265'PAINTED CROSS ON REF. TREES.
 FE2265'
 FE2265'ROAD HAS BEEN BLACK TOP AND 15 FEET FROM CENTERLINE PLACES MON ON
 FE2265'SHOULDER OF RD--CHECK MILEAGE--BELIEVE TO HAVE BEEN DESTROYED.
 FE2265'
 FE2265'BAIN RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2265'
 FE2265'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BAIN NO. 1.
 FE2265'
 FE2265'POST AND SIGN SET 2 FEET EAST.
 FE2265'
 FE2265'REFS--S 18.8 TO 6 INCH BLACK OAK (PAINTED CROSS ON REF. TREES).
 FE2265'N 60 W 39.2 TO 24 INCH PINE.
 FE2265'S 60 E TO 4 INCH HICKORY.
 FE2265'
 FE2265'BAIN RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2265'
 FE2265'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BAIN NO. 2 1934.
 FE2265'
 FE2265'REFS--N 10 W 18.5 TO 14 INCH BLACK OAK.
 FE2265'S 80 W 13.5 TO 10 INCH WILD CHERRY.
 FE2265'N 70 E 18.2 TO 12 INCH WHITE OAK.
 FE2265'
 FE2265'PAINTED CROSS ON REF. TREES.
 FE2265'
 FE2265'POST AND SIGN SET 1.5 FEET NE OF MON.
 FE2265'
 FE2265'DISTANCE AND DIRECTION FROM NEAREST TOWN 6.0 MI NE OF HENDERSON.
 FE2265
 FE2265                          STATION RECOVERY (1976)
 FE2265
 FE2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2265'NOT OCCUPIED.
 FE2265'
 FE2265'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.  THE
 FE2265'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED TO HAVE BEEN
 FE2265'DESTROYED BY ROAD WORK.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION
 FE2265'FOLLOWS--
 FE2265'
 FE2265'THE STATION IS 2 FEET WEST OF A METAL WITNESS POST, 6 FEET NORTHEAST
 FE2265'OF A 14 INCH POPLAR TREE, 2 FEET EAST OF AN 8 INCH OAK TREE AND 24
 FE2265'FEET SOUTHEAST OF A 12 INCH OAK TREE.  THE MONUMENT PROJECTS 10
 FE2265'INCHES AND THE DISK IS STAMPED BAIN 1934.
 FE2265'
 FE2265'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 45
 FE2265'(BUSINESS) AND STATE HIGHWAY 100 AT THE EAST EDGE OF HENDERSON, GO
 FE2265'EASTERLY ON HIGHWAY 100 FOR 4.45 MILES TO A CROSSROAD.  TURN LEFT
 FE2265'AND GO NORTH ON PAVED ROAD FOR 0.7 MILE TO A DRIVEWAY ON THE LEFT
 FE2265'TO OLD HOUSE AND BARNS.  TURN LEFT AND GO WESTERLY ACROSS PASTURE
 FE2265'AND UPHILL FOR ABOUT 0.15 MILE TO HIGHEST POINT AND THE STATION.
 FE2265'
 FE2265'REFERENCE MARK 1 IS 2 FEET WEST OF A METAL WITNESS POST, 19 FEET
 FE2265'NORTH OF A 6 INCH OAK TREE, 39 FEET SOUTHEAST OF A 24 INCH PINE TREE
 FE2265'AND 10 FEET NORTHWEST OF A 4 INCH HICKORY TREE.  THE MONUMENT
 FE2265'PROJECTS ABOUT 14 INCHES AND THE DISK IS STAMPED BAIN NO 1 1934.
 FE2265'
 FE2265'REFERENCE MARK 2 IS 18 FEET SOUTHEAST OF A 14 INCH OAK TREE, 14 FEET
 FE2265'NORTHEAST OF A 10 INCH WILD CHERRY TREE, 19 FEET SOUTHWEST OF A 12
 FE2265'INCH OAK TREE AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.  THE
 FE2265'MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED BAIN NO 2
 FE2265'1934.
 FE2265'
 FE2265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 FE2265'NORTHEAST OF HENDERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0616 ***********************************************************************
 FD0616  DESIGNATION -  BAKER
 FD0616  PID         -  FD0616
 FD0616  STATE/COUNTY-  TN/RUTHERFORD
 FD0616  USGS QUAD   -  SMYRNA (1998)
 FD0616
 FD0616                         *CURRENT SURVEY CONTROL
 FD0616  ___________________________________________________________________
 FD0616* NAD 83(1995)-  35 55 13.73713(N)    086 30 54.61628(W)     ADJUSTED  
 FD0616* NAVD 88     -       204.865  (meters)     672.13   (feet)  ADJUSTED  
 FD0616  ___________________________________________________________________
 FD0616  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FD0616  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0616  DYNAMIC HT  -         204.688 (meters)     671.55  (feet)  COMP
 FD0616  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FD0616
 FD0616  HORZ ORDER  -  SECOND
 FD0616  VERT ORDER  -  SECOND    CLASS 0
 FD0616
 FD0616.The horizontal coordinates were established by classical geodetic methods
 FD0616.and adjusted by the National Geodetic Survey in April 1999..
 FD0616
 FD0616.The orthometric height was determined by differential leveling
 FD0616.and adjusted by the National Geodetic Survey in June 1991..
 FD0616
 FD0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0616
 FD0616.The geoid height was determined by GEOID03.
 FD0616
 FD0616.The dynamic height is computed by dividing the NAVD 88
 FD0616.geopotential number by the normal gravity value computed on the
 FD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0616.degrees latitude (g = 980.6199 gals.).
 FD0616
 FD0616.The modeled gravity was interpolated from observed gravity values.
 FD0616
 FD0616;                    North         East     Units Scale Factor Converg.
 FD0616;SPC TN       -   176,215.128   553,506.241   MT  0.99994953   -0 18 05.8
 FD0616;SPC TN       -   578,132.47  1,815,961.73   sFT  0.99994953   -0 18 05.8
 FD0616;UTM  16      - 3,975,237.434   543,740.457   MT  0.99962357   +0 17 04.0
 FD0616
 FD0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0616!SPC TN       -   0.99997236  x   0.99994953  =   0.99992189
 FD0616!UTM  16      -   0.99997236  x   0.99962357  =   0.99959594
 FD0616
 FD0616|---------------------------------------------------------------------|
 FD0616| PID    Reference Object                     Distance      Geod. Az  |
 FD0616|                                                           dddmmss.s |
 FD0616| FD0617 BAKER RM 2                           14.749 METERS 00306     |
 FD0616| GC2213 SEWART AIR FORCE BASE TANK          APPROX. 9.7 KM 0040430.1 |
 FD0616| FD1422 SINGER COMPANY WATER TANK           APPROX. 4.7 KM 0951830.0 |
 FD0616| FD0615 BAKER RM 1                           23.436 METERS 13123     |
 FD0616| FD1471 BAKER AZ MK                         APPROX. 2.1 KM 3183630.9 |
 FD0616| FD1473 SMYRNA NORTHWEST MUNICIPAL TK       APPROX. 6.4 KM 3534200.0 |
 FD0616| FD1474 SMYRNA SOUTHEAST MUNICIPAL TK       APPROX. 5.8 KM 3593341.3 |
 FD0616|---------------------------------------------------------------------|
 FD0616
 FD0616                          SUPERSEDED SURVEY CONTROL
 FD0616
 FD0616  NAD 83(1995)-  35 55 13.74301(N)    086 30 54.61909(W) AD(       ) 2
 FD0616  NAD 83(1986)-  35 55 13.74809(N)    086 30 54.61742(W) AD(       ) 2
 FD0616  NAD 27      -  35 55 13.51560(N)    086 30 54.64190(W) AD(       ) 2
 FD0616  NGVD 29 (??/??/92)  204.881  (m)          672.18   (f) ADJ UNCH    2 0
 FD0616
 FD0616.Superseded values are not recommended for survey control.
 FD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0616.See file dsdata.txt to determine how the superseded data were derived.
 FD0616
 FD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4374075237(NAD 83)
 FD0616_MARKER: DS = TRIANGULATION STATION DISK
 FD0616_SETTING: 66 = SET IN ROCK OUTCROP
 FD0616_SP_SET: ROCK OUTCROP
 FD0616_STAMPING: BAKER 1960
 FD0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0616+STABILITY: POSITION/ELEVATION WELL
 FD0616
 FD0616  HISTORY     - Date     Condition        Report By
 FD0616  HISTORY     - 1960     MONUMENTED       CGS
 FD0616  HISTORY     - 1960     GOOD             CGS
 FD0616
 FD0616                          STATION DESCRIPTION
 FD0616
 FD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0616'THE STATION IS LOCATED ON THE PROPERTY OF MR PEEBLES, ABOUT 4 MILES
 FD0616'SOUTH OF SMYRNA, ABOUT 1
 FD0616'MILE EAST OF STEWART CREEK AND ON THE SUMMIT OF A
 FD0616'TIMBER COVERED LOW HILL.
 FD0616'
 FD0616'TO REACH THE STATION FROM THE POST OFFICE IN SMYRNA, GO SOUTHEAST AND
 FD0616'SOUTH, ON HAZELWOOD DRIVE
 FD0616'FOR 1.55 MILES TO THE JUNCTION WITH THE OLD NASHVILLE
 FD0616'HIGHWAY.  TURN LEFT, AND GO 0.1
 FD0616'MILE TO ALMAVILLE ROAD.  TURN RIGHT,
 FD0616'ON ALMAVILLE ROAD AND GO SOUTHERLY FOR 1.65 MILES
 FD0616'TO MR NEELYS
 FD0616'RESIDENCE ON THE LEFT AND THE AZIMUTH MARK.  PROCEED SOUTHERLY, FOR
 FD0616'0.8 MILE TO A
 FD0616'SIDE ROAD LEFT.  TURN LEFT, ON A GRAVELED ROAD AND GO
 FD0616'SOUTH AND EAST FOR 1.0 MILE TO A
 FD0616'T-ROAD.  TURN LEFT, NORTH, AND GO
 FD0616'0.35 MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT,
 FD0616'EAST, AND GO 0.15
 FD0616'MILE TO A POLE GATE, PASS THROUGH THE GATE AND CONTINUE SOUTHEAST
 FD0616'FOR 0.3 MILE TO A
 FD0616'LARGE HICKORY TREE ON THE RIGHT AND A FORK.  KEEP
 FD0616'RIGHT, AND GO SOUTHERLY FOR 0.2
 FD0616'MILE TO A CLEARING AND A LARGE FLAT
 FD0616'ROCK SURFACE.  CONTINUE SOUTHEAST, ACROSS ROCK
 FD0616'SURFACE ABOUT 50
 FD0616'YARDS, THEN TURN RIGHT, ON A DIM TRACK ROAD AND GO SOUTHERLY 0.1
 FD0616'MILE TO THE
 FD0616'STATION.
 FD0616'
 FD0616'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BAKER 1960,
 FD0616'CEMENTED IN A DRILL HOLE IN
 FD0616'OUTCROPPING BEDROCK, AND SET FLUSH.  IT IS 5.8 FEET
 FD0616'EAST OF A WITNESS SIGN.
 FD0616'
 FD0616'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BAKER NO 1 1960,
 FD0616'CEMENTED IN A DRILL HOLE IN
 FD0616'OUTCROPPING BEDROCK, AND SET FLUSH.  THE BEDROCK
 FD0616'PROJECTS 26 INCHES ON THE NORTH
 FD0616'AND WEST SIDES.  IT IS SET JUST WEST
 FD0616'OF A SMALL CAIRN.
 FD0616'
 FD0616'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BAKER NO 2 1960,
 FD0616'CEMENTED IN A DRILL HOLE IN
 FD0616'OUTCROPPING BEDROCK, AND SET FLUSH.  THE BEDROCK
 FD0616'PROJECTS 24 INCHES ON THE WEST
 FD0616'SIDE.  IT IS 1 FOOT SOUTH OF A SMALL
 FD0616'CAIRN.
 FD0616'
 FD0616'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAKER 1960, AND SET IN A
 FD0616'CONCRETE MONUMENT, FLUSH.
 FD0616'IT IS 87 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FD0616'HOUSE, 62 FEET EAST OF A POWER LINE
 FD0616'POLE, 2.5 FEET NORTHEAST OF A
 FD0616'WITNESS SIGN, AND 2 FEET NORTH OF A FENCE.
 FD0616'
 FD0616'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0616'
 FD0616'HEIGHT OF LIGHT ABOVE STATION MARK 18.6 METERS.
 FD0616
 FD0616                          STATION RECOVERY (1960)
 FD0616
 FD0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0616'13.4 MI NW FROM MURFREESBORO.
 FD0616'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0616'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0616'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 2.2 MILES
 FD0616'WEST ON MANSON PIKE, THEN 2.9 MILES NORTHWEST ON BLACKMAN ROAD
 FD0616'TO A Y JUNCTION, THEN 0.45 MILES WEST ON A GRAVELED ROAD TO A
 FD0616'PRIVATE DRIVE, FOLLOW THE PRIVATE DRIVE FOR ABOUT 0.2 MILE NORTH
 FD0616'AND THE END OF THE PRIVATE DRIVE, CONTINUE NORTH FOR ABOUT 0.1
 FD0616'MILE THROUGH SOME WOODS TO THE CREST OF A HILL AND THE STATION.
 FD0616'THE STATION MARK IS 5.8 FT. EAST OF A WITNESS SIGN.  THE DISK
 FD0616'IS CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1637 ***********************************************************************
 FD1637  DESIGNATION -  BAKER
 FD1637  PID         -  FD1637
 FD1637  STATE/COUNTY-  TN/HUMPHREYS
 FD1637  USGS QUAD   -  HUSTBURG (1992)
 FD1637
 FD1637                         *CURRENT SURVEY CONTROL
 FD1637  ___________________________________________________________________
 FD1637* NAD 83(1995)-  35 56 48.50929(N)    087 53 35.61100(W)     ADJUSTED  
 FD1637* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 FD1637  ___________________________________________________________________
 FD1637  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FD1637  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD1637
 FD1637  HORZ ORDER  -  SECOND
 FD1637
 FD1637.The horizontal coordinates were established by classical geodetic methods
 FD1637.and adjusted by the National Geodetic Survey in April 1999..
 FD1637
 FD1637.The orthometric height was scaled from a topographic map.
 FD1637
 FD1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1637
 FD1637.The geoid height was determined by GEOID03.
 FD1637
 FD1637;                    North         East     Units Scale Factor Converg.
 FD1637;SPC TN       -   180,665.686   429,204.406   MT  0.99995033   -1 06 30.1
 FD1637;SPC TN       -   592,734.00  1,408,148.12   sFT  0.99995033   -1 06 30.1
 FD1637;UTM  16      - 3,978,417.369   419,440.679   MT  0.99967997   -0 31 27.8
 FD1637
 FD1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1637!SPC TN       -   0.99997215  x   0.99995033  =   0.99992248
 FD1637!UTM  16      -   0.99997215  x   0.99967997  =   0.99965213
 FD1637
 FD1637|---------------------------------------------------------------------|
 FD1637| PID    Reference Object                     Distance      Geod. Az  |
 FD1637|                                                           dddmmss.s |
 FD1637| CG5510 BAKER RM 1                           28.523 METERS 01447     |
 FD1637| CG5508 BAKER AZ MK                                        1110710.6 |
 FD1637| CG5509 BAKER AZ MK RESET                                  1111917.8 |
 FD1637| FE2213 HAGARD                              APPROX.12.3 KM 2595521.6 |
 FD1637| CG5511 BAKER RM 2                           26.143 METERS 28503     |
 FD1637| GC2622 NEW JOHNSONVILLE TVA PLT N STK      APPROX.12.3 KM 3164953.9 |
 FD1637|---------------------------------------------------------------------|
 FD1637
 FD1637                          SUPERSEDED SURVEY CONTROL
 FD1637
 FD1637  NAD 83(1995)-  35 56 48.51107(N)    087 53 35.61588(W) AD(       ) 2
 FD1637  NAD 83(1986)-  35 56 48.51936(N)    087 53 35.61202(W) AD(       ) 2
 FD1637  NAD 27      -  35 56 48.29700(N)    087 53 35.50900(W) AD(       ) 2
 FD1637
 FD1637.Superseded values are not recommended for survey control.
 FD1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1637.See file dsdata.txt to determine how the superseded data were derived.
 FD1637
 FD1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1944178417(NAD 83)
 FD1637_MARKER: DS = TRIANGULATION STATION DISK
 FD1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1637
 FD1637  HISTORY     - Date     Condition        Report By
 FD1637  HISTORY     - 1934     MONUMENTED       CGS
 FD1637  HISTORY     - 1959     GOOD             CGS
 FD1637  HISTORY     - 1967     GOOD             CGS
 FD1637  HISTORY     - 1973     GOOD             TVA
 FD1637  HISTORY     - 1976     GOOD             NGS
 FD1637
 FD1637                          STATION DESCRIPTION
 FD1637
 FD1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1637'ABOUT 11 MILES SOUTH-SOUTHWEST OF WAVERLY, 4.5 MILES SOUTHEAST OF
 FD1637'HUSTBURG, 1 MILE
 FD1637'WEST-NORTHWEST OF BAKERVILLE, ON HIGH WOODED GROUND
 FD1637'BETWEEN BUFFALO AND DUCK RIVERS,
 FD1637'AND ON MAIN BAKERVILLE-SYCAMORE
 FD1637'LANDING ROAD.  TO REACH FROM CENTER OF SMALL
 FD1637'SETTLEMENT OF
 FD1637'BAKERVILLE, FOLLOW SYCAMORE LANDING ROAD WEST 1.2 MILES TO TOP
 FD1637'OF GRADE AND
 FD1637'WOODS ROAD, TURN RIGHT ONTO WOODS ROAD AND GO 0.1 MILE,
 FD1637'TURN SHARPLY TO LEFT AND GO
 FD1637'ABOUT 200 FEET TO HIGH POINT OF GROUND
 FD1637'AND STATION SITE IN APPROXIMATE CENTER OF
 FD1637'SUMMIT, ABOUT 100 YARDS
 FD1637'SOUTH OF TOP OF ROAD GRADE, 200 FEET WEST OF BAKERVILLE
 FD1637'ROAD, AND 19.5
 FD1637'FEET SOUTHWEST OF 10-INCH OAK WITH TRIANGULAR BLAZE.  SURFACE
 FD1637'AND UNDERGROUND MARKS
 FD1637'ARE STANDARD STATION DISKS IN CONCRETE.
 FD1637'REFERENCE AND AZIMUTH MARKS
 FD1637'ARE STANDARD REFERENCE DISKS
 FD1637'IN CONCRETE.  NO 1 IS ALONG LONG SLOPE OF SUMMIT
 FD1637'AND 93.51 FEET
 FD1637'FROM STATION.  NO 2 IS DOWN WEST SLOPE
 FD1637'OF SUMMIT AND 86.25
 FD1637'FEET FROM STATION.
 FD1637'AZIMUTH MARK IS ON BAKERVILLE ROAD, AT
 FD1637'EDGE OF WOODS, AT TOP OF FIRST
 FD1637'GRADE TO NORTH, 18 FEET SOUTH OF CENTER OF ROAD, AND 0.4
 FD1637'MILE FROM STATION.
 FD1637
 FD1637                          STATION RECOVERY (1959)
 FD1637
 FD1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1637'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1637'RECOVERED AND
 FD1637'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 FD1637'DESTROYED BY ROAD IMPROVEMENT
 FD1637'AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 FD1637'A DISCREPANCY WAS FOUND IN THE DIRECTIONS AND
 FD1637'MEASUREMENTS OF
 FD1637'REFERENCE MARK NO 1 AND REFERENCE MARK NO 2.
 FD1637'
 FD1637'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 FD1637'
 FD1637'THE STATION IS LOCATED ON A WOODED RIDGE BETWEEN BUFFALO AND DUCK
 FD1637'RIVERS, 11 MILES
 FD1637'SOUTH-SOUTHWEST OF WAVERLY, 4.5 MILES SOUTHEAST OF HUSTBURG AND
 FD1637'ABOUT 1.5 MILES WEST OF
 FD1637'BAKERVILLE.
 FD1637'
 FD1637'TO REACH THE STATION FROM THE WAVERLY POST OFFICE, GO WEST OF U S
 FD1637'HIGHWAY NO 70 FOR 1.35
 FD1637'MILES, THEN SOUTH ON BUZZARD COVE ROAD FOR 1.85 MILES TO
 FD1637'A FORK, TAKE THE RIGHT FORK
 FD1637'AND GO 4.45 MILES TO A T-ROAD, TURN RIGHT
 FD1637'FOLLOWING THE BLACKTOP ROAD FOR 7.1 MILES TO
 FD1637'THE G C BOONE GENERAL
 FD1637'STORE IN BAKERVILLE, GO WEST, UPHILL, ON THE MAIN ROAD FOR 0.9
 FD1637'MILES TO THE
 FD1637'SUMMIT OF THE HILL AND THE AZIMUTH MARK ON THE LEFT AS
 FD1637'DESCRIBED.  CONTINUE WEST
 FD1637'FOR 0.3 MILE TO AN OLD ROAD LEADING TO THE
 FD1637'RIGHT, TURN RIGHT ON THE OLD ROAD FOR 0.1
 FD1637'MILE TO A DIM TRACK ROAD
 FD1637'RIGHT LEADING INTO THE WOODS, TURN RIGHT ON THE DIM WOODS
 FD1637'ROAD THEN BEAR
 FD1637'LEFT AND PICK WAY THROUGH THE WOODS TO THE TOP OF THE HILL AND
 FD1637'THE STATION AS
 FD1637'DESCRIBED.
 FD1637'
 FD1637'THE STATION IS AT THE APPROXIMATE CENTER OF THE SUMMIT OF THE HILL
 FD1637'AND 6 FEET SOUTH OF A
 FD1637'WITNESS SIGN.  THE MARK IS STAMPED BAKER 1934, IS SET IN
 FD1637'CONCRETE, AND
 FD1637'PROJECTS 6 INCHES ABOVE THE SURROUNDING
 FD1637'SURFACE.
 FD1637'
 FD1637'REFERENCE MARK NO 1 IS STAMPED BAKER NO 1 1934, IS SET IN CONCRETE,
 FD1637'AND PROJECTS 6
 FD1637'INCHES ABOVE THE SURROUNDING SURFACE.
 FD1637'
 FD1637'REFERENCE MARK NO 2 IS ON THE WEST SLOPE OF THE HILL ABOUT 5 FEET
 FD1637'BELOW THE ELEVATION OF
 FD1637'THE STATION.  IT IS STAMPED BAKER NO 2 1934, IS SET IN
 FD1637'CONCRETE, AND IS FLUSH
 FD1637'WITH THE SURFACE OF THE GROUND.
 FD1637'
 FD1637'THE AZIMUTH MARK IS 47 FEET EAST-SOUTHEAST OF A POWERLINE POLE, 25
 FD1637'FEET SOUTH OF THE CENTER
 FD1637'OF THE ROAD AND 2.5 FEET NORTH OF A WITNESS SIGN.  IT
 FD1637'IS STAMPED BAKER 1934 RESET
 FD1637'1959, IS SET IN CONCRETE, AND IS
 FD1637'FLUSH WITH THE SURFACE OF THE GROUND.
 FD1637
 FD1637                          STATION RECOVERY (1967)
 FD1637
 FD1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1637'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1637'HOWEVER, DUE TO
 FD1637'NEW ROADS IN THE AREA THE ORIGINAL TO REACH IS NO
 FD1637'LONGER COMPLETELY ADEQUATE.
 FD1637'
 FD1637'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1637'
 FD1637'THE STATION IS LOCATED ON A HEAVILY WOODED RIDGE BETWEEN THE BUFFALO
 FD1637'RIVER AND THE DUCK
 FD1637'RIVER, 11 MILES SOUTH-SOUTHWEST OF WAVERLY, 4.5
 FD1637'MILES SOUTHEAST OF HUSTBURG, AND 1.5
 FD1637'MILES WEST OF BAKERVILLE.
 FD1637'
 FD1637'TO REACH THE STATION FROM THE POST OFFICE IN WAVERLY, GO WEST ON U S
 FD1637'HIGHWAY 70 FOR
 FD1637'1.35 MILES TO BUZZARD COVE ROAD ON THE LEFT, TURN
 FD1637'LEFT, SOUTH, ON BUZZARD COVE ROAD
 FD1637'FOR 1.85 MILES TO A FORK, KEEP THE
 FD1637'RIGHT FORK AND GO 4.45 MILES ON AN OILED ROAD TO AN
 FD1637'OILED T
 FD1637'CROSSROAD.  HERE TURN RIGHT AND GO SOUTHWESTERLY ON THIS OILED ROAD
 FD1637'FOR 7.1 MILES TO
 FD1637'THE SMALL COMMUNITY OF BAKERVILLE AND THE POST
 FD1637'OFFICE ON THE LEFT AT THE G C BOONE
 FD1637'GENERAL STORE.  HERE TURN RIGHT
 FD1637'ON COUNTY ROAD R 7718 AND GO WEST, UPHILL, FOR 0.7
 FD1637'MILES TO THE
 FD1637'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WESTERLY ON GRAVELED
 FD1637'ROAD FOR 0.25 MILE
 FD1637'TO AN OLD ROAD ON THE RIGHT, HERE BEAR RIGHT ON
 FD1637'THIS OLD ROAD AND GO 0.1 MILE WEST TO
 FD1637'A FORK AND LARGE DUMP IN THE
 FD1637'NORTHWEST ANGLE AND END OF TRUCK TRAVEL.  FROM THIS
 FD1637'POINT PACK
 FD1637'NORTHWESTERLY THROUGH WOODS TO THE SUMMIT OF THE RIDGE AND THE
 FD1637'STATION AS
 FD1637'DESCRIBED.  IN DRY WEATHER IT WOULD BE POSSIBLE TO PICK
 FD1637'WAY THROUGH WOODS AND DRIVE
 FD1637'ABOUT 0.1 MILE TO THE STATION SITE.
 FD1637'
 FD1637'THE STATION IS IN A SMALL OPEN CLEARING NEAR THE SUMMIT OF THE RIDGE
 FD1637'AND 5.7 FEET SOUTH
 FD1637'OF A METAL WITNESS POST AND SIGN.  IT IS A
 FD1637'STANDARD DISK SET IN THE TOP OF A
 FD1637'12-INCH, ROUND, CONCRETE MONUMENT
 FD1637'THAT PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 FD1637'BAKER 1934.
 FD1637'
 FD1637'REFERENCE MARK NO 1 IS ALONG THE TOP OF THE RIDGE NORTH OF THE
 FD1637'STATION, 21.5 FEET
 FD1637'SOUTH OF A 12-INCH, TRIANGLE BLAZED OAK TREE AND
 FD1637'ABOUT THE SAME ELEVATION AS THE
 FD1637'STATION.  IT IS A STANDARD DISK SET
 FD1637'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1637'THAT PROJECTS ABOUT
 FD1637'4 INCHES AND THE DISK IS STAMPED BAKER NO 1 1934.
 FD1637'
 FD1637'REFERENCE MARK NO 2 IS ON THE WEST SLOPE OF THE RIDGE, 3.6 FEET NORTH
 FD1637'OF AN 8-INCH,
 FD1637'TRIANGLE BLAZED OAK TREE AND ABOUT 5 FEET BELOW THE
 FD1637'ELEVATION OF THE STATION.  IT IS
 FD1637'A STANDARD DISK SET IN THE TOP OF A
 FD1637'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1
 FD1637'INCH AND THE DISK
 FD1637'IS STAMPED BAKER NO 2 1934.
 FD1637'
 FD1637'DUE TO NUMEROUS TREES ON LINE IT WAS NOT POSSIBLE TO MEASURE BETWEEN
 FD1637'THE REFERENCE
 FD1637'MARKS.
 FD1637'
 FD1637'THE AZIMUTH MARK IS LOCATED ON A BANK ALONG THE SOUTH RIGHT-OF-WAY OF
 FD1637'COUNTY ROAD R
 FD1637'7718, 47 FEET EAST-SOUTHEAST OF A POWERLINE POLE, 27
 FD1637'FEET SOUTH OF THE APPROXIMATE
 FD1637'CENTER OF THE ROAD AND 2.5 FEET NORTH
 FD1637'OF A METAL WITNESS POST AND SIGN.  IT IS A
 FD1637'STANDARD DISK SET IN THE
 FD1637'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD1637'DISK IS STAMPED
 FD1637'BAKER 1934 RESET 1959.
 FD1637'
 FD1637'THIS WAS NOT AN OCCUPIED STATION.
 FD1637
 FD1637                          STATION RECOVERY (1973)
 FD1637
 FD1637'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1637'BAKER RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1637'
 FD1637'ADD TO DESCRIPTION--
 FD1637'16.4 FT. S 35 W. FROM 14 INCH POST OAK.
 FD1637'16.3 FT. N. 5 W. FROM 6 INCH POST OAK.
 FD1637'17.8 FT. N 80 E. FROM 8 INCH HICKORY.
 FD1637'
 FD1637'T. V. A. POST AND SIGN SET 1.0 FT WEST OF MON.
 FD1637'
 FD1637'NOTE--USC AND GS POST AND SIGN SET 9.0 FT. NORTH OF MONUMENT.
 FD1637'
 FD1637'BAKER RM NO. 1 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FD1637'DESCRIPTION.
 FD1637'
 FD1637'ADD TO DESCRIPTION.
 FD1637'21.7 FT S 10 E FROM 12 INCH WHITE OAK.
 FD1637'17.2 FT. S 65 E FROM 10 INCH WHITE OAK.
 FD1637'
 FD1637'BAKER RM NO. 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FD1637'DESCRIPTION.
 FD1637'
 FD1637'ADD TO DESC.
 FD1637'3.7 FT N 30 E. FROM 8 INCH BLACKGUM.
 FD1637'11.3 FT S 65 W. FROM 6 INCH HICKORY.
 FD1637'
 FD1637'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI. WEST OF BAKERVILLE.
 FD1637'
 FD1637'BAKER AZI. NOT FOUND.  ROAD HAS BEEN WIDENED AND BLACKTOPPED, COULD
 FD1637'NOT BE SURE WHERE OLD ROAD WAS LOCATED.  APPEARS THAT EXISTING ROAD
 FD1637'TOOK IN OLD ROAD.
 FD1637'
 FD1637'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX 1.1 MI. WEST OF
 FD1637'BAKERVILLE.
 FD1637
 FD1637                          STATION RECOVERY (1976)
 FD1637
 FD1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FD1637'NOT OCCUPIED.
 FD1637'
 FD1637'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FD1637'AZIMUTH MARK WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED BY
 FD1637'ROAD WORK IN THE AREA.  A NEW DESCRIPTION FOLLOWS--
 FD1637'
 FD1637'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HEAVILY WOODED
 FD1637'RIDGE, ON THE PROPERTY OF MR. D. H. ANDERSON, RT. 3, BOX 51,
 FD1637'WAVERLY, TENN., 16 FEET SOUTHWEST OF A 14 INCH OAK TREE, 16 FEET
 FD1637'NORTHWEST OF A 6 INCH OAK TREE, 18 FEET NORTHEAST OF AN 8 INCH
 FD1637'HICKORY TREE, 1 FOOT EAST OF A METAL WITNESS POST AND 9 FEET SOUTH OF
 FD1637'A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 FD1637'DISK IS STAMPED BAKER 1934.
 FD1637'
 FD1637'TO REACH THE STATION FROM THE T-ROAD INTERSECTION AT GARBERS GROCERY
 FD1637'AND A CHURCH AT BAKERSVILLE, GO WEST UPHILL ON PAVED ROAD FOR 0.9
 FD1637'MILE TO TOP OF GRADE.  TURN RIGHT AND FOLLOW DIM WOODS ROAD
 FD1637'NORTHWEST FOR ABOUT 0.2 MILE TO THE TOP OF RIDGE AND THE STATION AS
 FD1637'DESCRIBED.
 FD1637'
 FD1637'REFERENCE MARK 1 IS 22 FEET SOUTHEAST OF A 12 INCH OAK TREE AND 17
 FD1637'FEET SOUTHEAST OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS 4
 FD1637'INCHES AND THE DISK IS STAMPED BAKER NO 1 1934.
 FD1637'
 FD1637'REFERENCE MARK 2 IS 4 FEET NORTHEAST OF AN 8 INCH GUM TREE AND 11
 FD1637'FEET SOUTHWEST OF A 6 INCH HICKORY TREE.  THE MONUMENT PROJECTS 2
 FD1637'INCHES AND THE DISK IS STAMPED BAKER NO 2 1934.
 FD1637'
 FD1637'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST
 FD1637'OF BAKERSVILLE.
 FD1637'
 FD1637'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1471 ***********************************************************************
 FD1471  DESIGNATION -  BAKER AZ MK
 FD1471  PID         -  FD1471
 FD1471  STATE/COUNTY-  TN/RUTHERFORD
 FD1471  USGS QUAD   -  SMYRNA (1998)
 FD1471
 FD1471                         *CURRENT SURVEY CONTROL
 FD1471  ___________________________________________________________________
 FD1471* NAD 83(1995)-  35 56 05.40672(N)    086 31 50.61572(W)     ADJUSTED  
 FD1471* NAVD 88     -       167.9    (meters)     551.     (feet)  VERTCON   
 FD1471  ___________________________________________________________________
 FD1471  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FD1471  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD1471
 FD1471  HORZ ORDER  -  SECOND
 FD1471
 FD1471.The horizontal coordinates were established by classical geodetic methods
 FD1471.and adjusted by the National Geodetic Survey in April 1999..
 FD1471
 FD1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1471
 FD1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1471
 FD1471.The geoid height was determined by GEOID03.
 FD1471
 FD1471;                    North         East     Units Scale Factor Converg.
 FD1471;SPC TN       -   177,815.063   552,111.029   MT  0.99994994   -0 18 38.6
 FD1471;SPC TN       -   583,381.59  1,811,384.27   sFT  0.99994994   -0 18 38.6
 FD1471;UTM  16      - 3,976,822.496   542,329.414   MT  0.99962208   +0 16 31.5
 FD1471
 FD1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1471!SPC TN       -   0.99997817  x   0.99994994  =   0.99992811
 FD1471!UTM  16      -   0.99997817  x   0.99962208  =   0.99960026
 FD1471
 FD1471:                Primary Azimuth Mark                     Grid Az
 FD1471:SPC TN       -  BAKER                                    138 54 36.7
 FD1471:UTM  16      -  BAKER                                    138 19 26.6
 FD1471
 FD1471|---------------------------------------------------------------------|
 FD1471| PID    Reference Object                     Distance      Geod. Az  |
 FD1471|                                                           dddmmss.s |
 FD1471| FD0616 BAKER                               APPROX. 2.1 KM 1383558.1 |
 FD1471|---------------------------------------------------------------------|
 FD1471
 FD1471                          SUPERSEDED SURVEY CONTROL
 FD1471
 FD1471  NAD 83(1995)-  35 56 05.41271(N)    086 31 50.61871(W) AD(       ) 2
 FD1471  NAD 83(1986)-  35 56 05.41776(N)    086 31 50.61711(W) AD(       ) 2
 FD1471  NAD 27      -  35 56 05.18650(N)    086 31 50.63980(W) AD(       ) 2
 FD1471  NGVD 29 (07/19/86)  167.9    (m)          551.     (f) VERT ANG       
 FD1471
 FD1471.Superseded values are not recommended for survey control.
 FD1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1471.See file dsdata.txt to determine how the superseded data were derived.
 FD1471
 FD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4232976822(NAD 83)
 FD1471_MARKER: DS = TRIANGULATION STATION DISK
 FD1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1471_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1471_STAMPING: BAKER 1960
 FD1471_MARK LOGO: CGS   
 FD1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1471+STABILITY: SURFACE MOTION
 FD1471
 FD1471  HISTORY     - Date     Condition        Report By
 FD1471  HISTORY     - 1960     MONUMENTED       CGS
 FD1471
 FD1471                          STATION DESCRIPTION
 FD1471
 FD1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD1471'TO REACH THE STATION FROM THE POST OFFICE IN SMYRNA, GO SOUTHEAST AND
 FD1471'SOUTH, ON HAZELWOOD DRIVE
 FD1471'FOR 1.55 MILES TO THE JUNCTION WITH THE OLD NASHVILLE
 FD1471'HIGHWAY.  TURN LEFT, AND GO 0.1
 FD1471'MILE TO ALMAVILLE ROAD.  TURN RIGHT,
 FD1471'ON ALMAVILLE ROAD AND GO SOUTHERLY FOR 1.65 MILES
 FD1471'TO MR NEELYS
 FD1471'RESIDENCE ON THE LEFT AND THE AZIMUTH MARK.
 FD1471'
 FD1471'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAKER 1960, AND SET IN A
 FD1471'CONCRETE MONUMENT, FLUSH.
 FD1471'IT IS 87 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FD1471'HOUSE, 62 FEET EAST OF A POWER LINE
 FD1471'POLE, 2.5 FEET NORTHEAST OF A
 FD1471'WITNESS SIGN, AND 2 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0615 ***********************************************************************
 FD0615  DESIGNATION -  BAKER RM 1
 FD0615  PID         -  FD0615
 FD0615  STATE/COUNTY-  TN/RUTHERFORD
 FD0615  USGS QUAD   -  SMYRNA (1998)
 FD0615
 FD0615                         *CURRENT SURVEY CONTROL
 FD0615  ___________________________________________________________________
 FD0615* NAD 83(1986)-  35 55 13.     (N)    086 30 54.     (W)     SCALED    
 FD0615* NAVD 88     -       203.994  (meters)     669.27   (feet)  ADJUSTED  
 FD0615  ___________________________________________________________________
 FD0615  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0615  DYNAMIC HT  -         203.818 (meters)     668.69  (feet)  COMP
 FD0615  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FD0615
 FD0615  VERT ORDER  -  SECOND    CLASS 0
 FD0615
 FD0615.The horizontal coordinates were scaled from a topographic map and have
 FD0615.an estimated accuracy of +/- 6 seconds.
 FD0615
 FD0615.The orthometric height was determined by differential leveling
 FD0615.and adjusted by the National Geodetic Survey in June 1991..
 FD0615
 FD0615.The geoid height was determined by GEOID03.
 FD0615
 FD0615.The dynamic height is computed by dividing the NAVD 88
 FD0615.geopotential number by the normal gravity value computed on the
 FD0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0615.degrees latitude (g = 980.6199 gals.).
 FD0615
 FD0615.The modeled gravity was interpolated from observed gravity values.
 FD0615
 FD0615;                    North         East    Units  Estimated Accuracy
 FD0615;SPC TN       -   176,190.      553,520.      MT  (+/- 180 meters Scaled)
 FD0615
 FD0615                          SUPERSEDED SURVEY CONTROL
 FD0615
 FD0615  NGVD 29 (??/??/92)  204.009  (m)          669.32   (f) ADJ UNCH    2 0
 FD0615
 FD0615.Superseded values are not recommended for survey control.
 FD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0615.See file dsdata.txt to determine how the superseded data were derived.
 FD0615
 FD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE437752(NAD 83)
 FD0615_MARKER: DR = REFERENCE MARK DISK
 FD0615_SETTING: 66 = SET IN ROCK OUTCROP
 FD0615_SP_SET: ROCK OUTCROP
 FD0615_STAMPING: BAKER NO 1 1960
 FD0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0615+STABILITY: POSITION/ELEVATION WELL
 FD0615
 FD0615  HISTORY     - Date     Condition        Report By
 FD0615  HISTORY     - 1960     MONUMENTED       CGS
 FD0615
 FD0615                          STATION DESCRIPTION
 FD0615
 FD0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0615'13.4 MI NW FROM MURFREESBORO.
 FD0615'THIS MARK IS LOCATED AT THE BAKER 1960 STATION SITE, 77 FT.
 FD0615'SOUTHEAST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 FD0615'HOLE IN OUTCROPPING BEDROCK.  THE BEDROCK PROJECTS 26 INCHES ON
 FD0615'THE NORTH AND WEST SIDES.  IT IS JUST WEST OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0617 ***********************************************************************
 FD0617  DESIGNATION -  BAKER RM 2
 FD0617  PID         -  FD0617
 FD0617  STATE/COUNTY-  TN/RUTHERFORD
 FD0617  USGS QUAD   -  SMYRNA (1998)
 FD0617
 FD0617                         *CURRENT SURVEY CONTROL
 FD0617  ___________________________________________________________________
 FD0617* NAD 83(1986)-  35 55 13.     (N)    086 30 54.     (W)     SCALED    
 FD0617* NAVD 88     -       204.301  (meters)     670.28   (feet)  ADJUSTED  
 FD0617  ___________________________________________________________________
 FD0617  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0617  DYNAMIC HT  -         204.124 (meters)     669.70  (feet)  COMP
 FD0617  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 FD0617
 FD0617  VERT ORDER  -  SECOND    CLASS 0
 FD0617
 FD0617.The horizontal coordinates were scaled from a topographic map and have
 FD0617.an estimated accuracy of +/- 6 seconds.
 FD0617
 FD0617.The orthometric height was determined by differential leveling
 FD0617.and adjusted by the National Geodetic Survey in June 1991..
 FD0617
 FD0617.The geoid height was determined by GEOID03.
 FD0617
 FD0617.The dynamic height is computed by dividing the NAVD 88
 FD0617.geopotential number by the normal gravity value computed on the
 FD0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0617.degrees latitude (g = 980.6199 gals.).
 FD0617
 FD0617.The modeled gravity was interpolated from observed gravity values.
 FD0617
 FD0617;                    North         East    Units  Estimated Accuracy
 FD0617;SPC TN       -   176,190.      553,520.      MT  (+/- 180 meters Scaled)
 FD0617
 FD0617                          SUPERSEDED SURVEY CONTROL
 FD0617
 FD0617  NGVD 29 (??/??/92)  204.316  (m)          670.33   (f) ADJ UNCH    2 0
 FD0617
 FD0617.Superseded values are not recommended for survey control.
 FD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0617.See file dsdata.txt to determine how the superseded data were derived.
 FD0617
 FD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE437752(NAD 83)
 FD0617_MARKER: DR = REFERENCE MARK DISK
 FD0617_SETTING: 66 = SET IN ROCK OUTCROP
 FD0617_SP_SET: BEDROCK
 FD0617_STAMPING: BAKER NO 2 1960
 FD0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0617+STABILITY: POSITION/ELEVATION WELL
 FD0617
 FD0617  HISTORY     - Date     Condition        Report By
 FD0617  HISTORY     - 1960     MONUMENTED       CGS
 FD0617
 FD0617                          STATION DESCRIPTION
 FD0617
 FD0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0617'13.4 MI NW FROM MURFREESBORO.
 FD0617'THIS MARK IS LOCATED AT THE BAKER 1960 STATION SITE, 48.4 FT.
 FD0617'NORTHEAST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 FD0617'HOLE IN OUTCROPPING BEDROCK.  THE BEDROCK PROJECTS 24 INCHES ON
 FD0617'THE WEST SIDE AND IS 1 FT. SOUTH OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2459 ***********************************************************************
 GB2459  DESIGNATION -  BAKERTOWN
 GB2459  PID         -  GB2459
 GB2459  STATE/COUNTY-  TN/CLAY
 GB2459  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB2459
 GB2459                         *CURRENT SURVEY CONTROL
 GB2459  ___________________________________________________________________
 GB2459* NAD 83(1995)-  36 30 44.67176(N)    085 48 17.13452(W)     ADJUSTED  
 GB2459* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2459  ___________________________________________________________________
 GB2459  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GB2459  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB2459
 GB2459  HORZ ORDER  -  SECOND
 GB2459
 GB2459.The horizontal coordinates were established by classical geodetic methods
 GB2459.and adjusted by the National Geodetic Survey in April 1999..
 GB2459
 GB2459.The orthometric height was scaled from a topographic map.
 GB2459
 GB2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2459
 GB2459.The geoid height was determined by GEOID03.
 GB2459
 GB2459;                    North         East     Units Scale Factor Converg.
 GB2459;SPC TN       -   241,790.493   617,489.322   MT  1.00001838   +0 06 51.5
 GB2459;SPC TN       -   793,274.31  2,025,879.55   sFT  1.00001838   +0 06 51.5
 GB2459;UTM  16      - 4,041,448.782   607,025.276   MT  0.99974112   +0 42 40.4
 GB2459
 GB2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2459!SPC TN       -   0.99995546  x   1.00001838  =   0.99997384
 GB2459!UTM  16      -   0.99995546  x   0.99974112  =   0.99969659
 GB2459
 GB2459:                Primary Azimuth Mark                     Grid Az
 GB2459:SPC TN       -  BAKERTOWN AZ MK                          036 58 22.8
 GB2459:UTM  16      -  BAKERTOWN AZ MK                          036 22 33.9
 GB2459
 GB2459|---------------------------------------------------------------------|
 GB2459| PID    Reference Object                     Distance      Geod. Az  |
 GB2459|                                                           dddmmss.s |
 GB2459| CG5514 BAKERTOWN AZ MK                                    0370514.3 |
 GB2459| CG5515 BAKERTOWN RM 1                       24.762 METERS 26515     |
 GB2459| GB2463 TT 16 T                              26.482 METERS 35654     |
 GB2459|---------------------------------------------------------------------|
 GB2459
 GB2459                          SUPERSEDED SURVEY CONTROL
 GB2459
 GB2459  NAD 83(1995)-  36 30 44.67265(N)    085 48 17.13519(W) AD(       ) 2
 GB2459  NAD 83(1995)-  36 30 44.68030(N)    085 48 17.13928(W) AD(       ) 2
 GB2459  NAD 83(1986)-  36 30 44.68210(N)    085 48 17.13825(W) AD(       ) 2
 GB2459  NAD 27      -  36 30 44.47000(N)    085 48 17.21500(W) AD(       ) 2
 GB2459
 GB2459.Superseded values are not recommended for survey control.
 GB2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2459.See file dsdata.txt to determine how the superseded data were derived.
 GB2459
 GB2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0702541449(NAD 83)
 GB2459_MARKER: DS = TRIANGULATION STATION DISK
 GB2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2459
 GB2459  HISTORY     - Date     Condition        Report By
 GB2459  HISTORY     - 1950     MONUMENTED       CGS
 GB2459
 GB2459                          STATION DESCRIPTION
 GB2459
 GB2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2459'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF TOMPKINSVILLE, 13
 GB2459'MILES EAST OF LAFAYETTE AND 3 MILES EAST OF RED BOILING SPRINGS.  IT
 GB2459'IS 32 FEET SOUTH OF CENTER OF A PAVED ROAD AND 8 FEET SOUTH OF A
 GB2459'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 GB2459'DISK IS STAMPED BAKERTOWN 1950.
 GB2459'
 GB2459'REFERENCE MARK NO. 1 IS 34 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GB2459'A BARN AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH WITH THE
 GB2459'GROUND AND THE DISK IS STAMPED BAKERTOWN NO 1 1950.
 GB2459'
 GB2459'TT 16 T (USGS) BM IS 58 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 GB2459'FRAME HOUSE, 30 FEET NORTH OF CENTER OF A PAVED ROAD AND 2 FEET WEST
 GB2459'OF A FENCE LINE.  THE MARK IS A 6 X 6 INCHES CONCRETE POST WHICH
 GB2459'PROJECTS ABOUT 2 INCHES AND THE DISK IS A STANDARD USGS BM DISK
 GB2459'STAMPED TT STA NO 16 T 1927.
 GB2459'
 GB2459'AZIMUTH MARK IS 17 FEET WEST OF CENTER OF A DIRT ROAD AND 4 FEET
 GB2459'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 GB2459'THE DISK IS STAMPED BAKERTOWN 1950.
 GB2459'
 GB2459'TO REACH STATION FROM THE MAIN CROSS STREET IN RED BOILING SPRINGS,
 GB2459'GO EAST AND SOUTH ON A PAVED ROAD FOR 3.05 MILES TO THE STATION ON
 GB2459'RIGHT AS DESCRIBED.
 GB2459'
 GB2459'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHEAST ON PAVED ROAD FOR
 GB2459'0.05 MILE TO A GRAVEL ROAD LEFT, TURN LEFT AND GO NORTHEAST FOR
 GB2459'0.1 MILE TO WHERE GRAVEL ROAD TURNS RIGHT AND A DIRT ROAD KEEPS
 GB2459'STRAIGHT AHEAD, CONTINUE AHEAD ON DIRT ROAD FOR 0.1 MILE TO THE
 GB2459'AZIMUTH MARK ON LEFT AS DESCRIBED.
 GB2459'
 GB2459'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1838 ***********************************************************************
 FC1838  DESIGNATION -  BAKEWELL
 FC1838  PID         -  FC1838
 FC1838  STATE/COUNTY-  TN/HAMILTON
 FC1838  USGS QUAD   -  SODDY (1972)
 FC1838
 FC1838                         *CURRENT SURVEY CONTROL
 FC1838  ___________________________________________________________________
 FC1838* NAD 83(1995)-  35 22 12.18852(N)    085 08 01.71592(W)     ADJUSTED  
 FC1838* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 FC1838  ___________________________________________________________________
 FC1838  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 FC1838  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FC1838
 FC1838  HORZ ORDER  -  SECOND
 FC1838
 FC1838.The horizontal coordinates were established by classical geodetic methods
 FC1838.and adjusted by the National Geodetic Survey in April 1999..
 FC1838
 FC1838.The orthometric height was scaled from a topographic map.
 FC1838
 FC1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1838
 FC1838.The geoid height was determined by GEOID03.
 FC1838
 FC1838;                    North         East     Units Scale Factor Converg.
 FC1838;SPC TN       -   115,372.104   678,712.739   MT  0.99998098   +0 30 25.6
 FC1838;SPC TN       -   378,516.64  2,226,743.38   sFT  0.99998098   +0 30 25.6
 FC1838;UTM  16      - 3,915,680.235   669,532.684   MT  0.99995420   +1 04 49.8
 FC1838
 FC1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1838!SPC TN       -   0.99994377  x   0.99998098  =   0.99992475
 FC1838!UTM  16      -   0.99994377  x   0.99995420  =   0.99989797
 FC1838
 FC1838:                Primary Azimuth Mark                     Grid Az
 FC1838:SPC TN       -  DAYTON                                   028 56 04.9
 FC1838:UTM  16      -  DAYTON                                   028 21 40.7
 FC1838
 FC1838|---------------------------------------------------------------------|
 FC1838| PID    Reference Object                     Distance      Geod. Az  |
 FC1838|                                                           dddmmss.s |
 FC1838| FC1837 DAYTON                              APPROX.15.5 KM 0292630.5 |
 FC1838| CG5517 BAKEWELL RM 2                        72.503 METERS 22543     |
 FC1838|---------------------------------------------------------------------|
 FC1838
 FC1838                          SUPERSEDED SURVEY CONTROL
 FC1838
 FC1838  NAD 83(1995)-  35 22 12.19006(N)    085 08 01.71809(W) AD(       ) 2
 FC1838  NAD 83(1995)-  35 22 12.19018(N)    085 08 01.71907(W) AD(       ) 2
 FC1838  NAD 83(1995)-  35 22 12.19051(N)    085 08 01.71815(W) AD(       ) 2
 FC1838  NAD 83(1986)-  35 22 12.19265(N)    085 08 01.71741(W) AD(       ) 2
 FC1838  NAD 27      -  35 22 11.94300(N)    085 08 01.87100(W) AD(       ) 2
 FC1838
 FC1838.Superseded values are not recommended for survey control.
 FC1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1838.See file dsdata.txt to determine how the superseded data were derived.
 FC1838
 FC1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE6953315680(NAD 83)
 FC1838_MARKER: DD = SURVEY DISK
 FC1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1838
 FC1838  HISTORY     - Date     Condition        Report By
 FC1838  HISTORY     - 1934     MONUMENTED       CGS
 FC1838  HISTORY     - 1949     GOOD             TVA
 FC1838  HISTORY     - 1972     GOOD             NGS
 FC1838
 FC1838                          STATION DESCRIPTION
 FC1838
 FC1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1838'ABOUT 11 MILES SOUTH-SOUTHWEST OF DAYTON, 1-1/2 MILES NORTH OF
 FC1838'BAKEWELL, ON HIGHEST POINT OF RIDGE JUST WEST OF SOUTHERN RAILWAY AND
 FC1838'EAST OF WALDEN RIDGE, ON SHARP POINTED KNOB, AND ON PROPERTY OF THE
 FC1838'DURHAM LAND CO. TO REACH FROM RAILWAY STATION IN BAKEWELL, GO WEST
 FC1838'0.3 MILE ON GRAVEL ROAD, TURN RIGHT ONTO DIRT ROAD, GO 1.45 MILES,
 FC1838'FOLLOW ROUGH FARM ROAD LEADING UP RIDGE (SMALL CABIN ON LEFT)
 FC1838'FOLLOW ROAD ALONG RIDGE 1.0 MILE, AND FOLLOW DIM ROAD TO RIGHT AT
 FC1838'TRIANGLE-BLAZED PINE 1/4 MILE TO TOP OF PEAK AND STATION. STATION IS
 FC1838'NEAR NORTHERN END OF RIDGE, 15 FEET SOUTHEAST OF TRIANGLE-BLAZED
 FC1838'BLACK-OAK TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FC1838'DISKS IN CONCRETE. REFERENCE AND AZIMUTH MARKS
 FC1838'ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS AT
 FC1838'NORTHERN END OF RIDGE AND ABOUT 10 FEET LOWER THAN AND 136.00 FEET
 FC1838'FROM STATION. NO 2 IS ON EASTERN SLOPE OF
 FC1838'RIDGE AND ABOUT 25 FEET LOWER THAN AND 237.87 FEET FROM STATION
 FC1838'S 45 DEG 43 MIN W. AZIMUTH MARK IS 300 FEET NORTH OF ROAD LEADING
 FC1838'UP RIDGE, 110 FEET SOUTHWEST OF NEW LOG CABIN, 20 FEET SOUTHEAST
 FC1838'OF ROAD ON SLOPE OF RIDGE, AND 0.75 MILE FROM STATION.
 FC1838'S 38 DEG 59 MIN E.
 FC1838
 FC1838                          STATION RECOVERY (1949)
 FC1838
 FC1838'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WFF)
 FC1838'STATION WAS RECOVERED IN GOOD CONDITION. THE DISK IS STAMPED 1934
 FC1838'BAKEWELL.
 FC1838'
 FC1838'A POST IS PLACED 3.0 FEET DUE N OF THE MONUMENT.
 FC1838
 FC1838                          STATION RECOVERY (1972)
 FC1838
 FC1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1838'GOOD - POST AND SIGN 3 FT N. OF STA.
 FC1838'
 FC1838'BAKEWELL 1934
 FC1838'
 FC1838'TO REACH POINT FROM BAKEWELL POST OFFICE, GO WEST 0.3 MILE THEN
 FC1838'RIGHT ON BLACKTOP ROAD 1.3 MILES TO DIRT ROAD UP RIDGE FOLLOW
 FC1838'ROAD 1.0 MILE TO CROSS ROAD TURN RIGHT GO 0.3 MILES, STATION IS ON
 FC1838'HIGHEST POINT TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2157 ***********************************************************************
 FZ2157  DESIGNATION -  BALD KNOB
 FZ2157  PID         -  FZ2157
 FZ2157  STATE/COUNTY-  TN/JOHNSON
 FZ2157  USGS QUAD   -  GRAYSON (1976)
 FZ2157
 FZ2157                         *CURRENT SURVEY CONTROL
 FZ2157  ___________________________________________________________________
 FZ2157* NAD 83(1995)-  36 30 46.95392(N)    081 43 19.77330(W)     ADJUSTED  
 FZ2157* NAVD 88     -      1319.     (meters)    4327.     (feet)  SCALED    
 FZ2157  ___________________________________________________________________
 FZ2157  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FZ2157  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FZ2157
 FZ2157  HORZ ORDER  -  SECOND
 FZ2157
 FZ2157.The horizontal coordinates were established by classical geodetic methods
 FZ2157.and adjusted by the National Geodetic Survey in April 1999..
 FZ2157
 FZ2157.The orthometric height was scaled from a topographic map.
 FZ2157
 FZ2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2157
 FZ2157.The geoid height was determined by GEOID03.
 FZ2157
 FZ2157;                    North         East     Units Scale Factor Converg.
 FZ2157;SPC TN       -   250,216.947   983,077.256   MT  1.00001851   +2 30 15.9
 FZ2157;SPC TN       -   820,920.10  3,225,312.63   sFT  1.00001851   +2 30 15.9
 FZ2157;SPC NC       -   309,874.997   365,763.378   MT  1.00011511   -1 34 16.1
 FZ2157;SPC NC       - 1,016,648.22  1,200,008.68   sFT  1.00011511   -1 34 16.1
 FZ2157;UTM  17      - 4,041,097.314   435,337.181   MT  0.99965151   -0 25 46.9
 FZ2157
 FZ2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2157!SPC TN       -   0.99979789  x   1.00001851  =   0.99981640
 FZ2157!SPC NC       -   0.99979789  x   1.00011511  =   0.99991298
 FZ2157!UTM  17      -   0.99979789  x   0.99965151  =   0.99944947
 FZ2157
 FZ2157:                Primary Azimuth Mark                     Grid Az
 FZ2157:SPC TN       -  BALD KNOB AZ MK                          046 57 49.8
 FZ2157:SPC NC       -  BALD KNOB AZ MK                          051 02 21.8
 FZ2157:UTM  17      -  BALD KNOB AZ MK                          049 53 52.6
 FZ2157
 FZ2157|---------------------------------------------------------------------|
 FZ2157| PID    Reference Object                     Distance      Geod. Az  |
 FZ2157|                                                           dddmmss.s |
 FZ2157| DC3739 BALD KNOB AZ MK                                    0492805.7 |
 FZ2157| DC3740 BALD KNOB RM 1                       17.490 METERS 18333     |
 FZ2157| DC3741 BALD KNOB RM 2                       18.150 METERS 26439     |
 FZ2157|---------------------------------------------------------------------|
 FZ2157
 FZ2157                          SUPERSEDED SURVEY CONTROL
 FZ2157
 FZ2157  NAD 83(1995)-  36 30 46.95773(N)    081 43 19.77854(W) AD(       ) 2
 FZ2157  NAD 83(1995)-  36 30 46.96260(N)    081 43 19.77795(W) AD(       ) 2
 FZ2157  NAD 83(1986)-  36 30 46.96268(N)    081 43 19.77795(W) AD(       ) 2
 FZ2157  NAD 27      -  36 30 46.53304(N)    081 43 20.36867(W) AD(       ) 2
 FZ2157
 FZ2157.Superseded values are not recommended for survey control.
 FZ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2157.See file dsdata.txt to determine how the superseded data were derived.
 FZ2157
 FZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3533741097(NAD 83)
 FZ2157_MARKER: DD = SURVEY DISK
 FZ2157_SETTING: 0 = UNSPECIFIED SETTING
 FZ2157
 FZ2157  HISTORY     - Date     Condition        Report By
 FZ2157  HISTORY     - 1934     MONUMENTED       USGS
 FZ2157  HISTORY     - 1938     SEE DESCRIPTION  CGS
 FZ2157  HISTORY     - 20050509 MARK NOT FOUND   GEOCAC
 FZ2157
 FZ2157                          STATION DESCRIPTION
 FZ2157
 FZ2157'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (MAH)
 FZ2157'ABOUT 5-1/2 MILES EAST OF COLD SPRINGS, 5-1/4 MILES NORTHEAST OF
 FZ2157'MOUNTAIN CITY, 4
 FZ2157'1/2 MILES SOUTHEAST OF LAUREL BLOOMERY, IN CENTER OF
 FZ2157'BALD KNOB ON HIGHEST POINT OF BALD
 FZ2157'KNOB WHICH IS HIGH CLEARED PEAK OF
 FZ2157'BLUE RIDGE MOUNTAINS, AND 55 FEET NORTH-NORTHEAST OF
 FZ2157'20-INCH DEAD
 FZ2157'CHESTNUT TREE.  TO REACH FROM POST OFFICE AT MOUNTAIN CITY, GO
 FZ2157'SOUTHEAST ABOUT 2
 FZ2157'MILES ON U.  S.  ROUTE 421 TO POST OFFICE AT
 FZ2157'SHOUNS, TURN LEFT ONTO GRAVEL
 FZ2157'CROSSROAD AND GO 2.0 MILES, KEEP ON
 FZ2157'LEFT FORK JUST AFTER CROSSING SMALL WOODEN
 FZ2157'BRIDGE AND GO 6.6 MILES
 FZ2157'(OR 0.5 MILE PAST CROSS ROADS AT TOP OF GRADE), KEEP TO LEFT
 FZ2157'AROUND SIDE OF
 FZ2157'HILL AND GO 0.45 MILE, TURN LEFT UP CREEK, FOLLOW MAIN ROAD
 FZ2157'2.2 MILES (OR 1.35 MILES
 FZ2157'BEYOND HEMLOCK, N.  C., POST OFFICE), TURN
 FZ2157'LEFT AROUND SIDE OF HILL AND FOLLOW NARROW
 FZ2157'ROAD 2.35 MILES TO OLD
 FZ2157'FRAME HOUSE WITH FOUR GABLES IN CUT LAUREL GAP AND END OF
 FZ2157'TRUCK
 FZ2157'TRAVEL, GO LEFT (WEST) ABOUT 1/4 MILE UP DIM TRAIL TO TOP OF RIDGE,
 FZ2157'TURN LEFT AND GO
 FZ2157'ABOUT 2-1/2 MILES ALONG TOP OF RIDGE TO HIGHEST KNOB
 FZ2157'AND STATION SITE.  MARKED BY U.S.
 FZ2157'GEOLOGICAL SURVEY DISK, STAMPED
 FZ2157'1934, IN IRREGULAR-SHAPED BURIED STONE.  REFERENCE
 FZ2157'AND AZIMUTH MARKS
 FZ2157'ARE STANDARD REFERENCE DISKS IN BOULDERS.  NO. 1 IS IN
 FZ2157'SQUARE BURIED
 FZ2157'STONE ON EASTERN SLOPE OF RIDGE AND 17.490 METERS
 FZ2157'(57.38 FEET) FROM STATION S 3 DEG 33 MIN W.  NO. 2 IS IN
 FZ2157'BURIED STONE ON WESTERN SLOPE OF RIDGE, 8 FEET
 FZ2157'WEST OF 20-INCH DEAD
 FZ2157'CHESTNUT TREE, AND 18.150 METERS (59.55 FEET) FROM STATION
 FZ2157'S 84 DEG 39 MIN W.
 FZ2157'AZIMUTH MARK IS IN SMALL BURIED STONE FLUSH WITH
 FZ2157'GROUND, NEAR MIDDLE AND
 FZ2157'EASTERN EDGE OF SLOPING RIDGE, AND 500 YARDS
 FZ2157'FROM STATION N 49 DEG 28 MIN E.
 FZ2157
 FZ2157                          STATION RECOVERY (1938)
 FZ2157
 FZ2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TVA)
 FZ2157'FOUND OLD TRIPOD AND HOLE.  GROUND FROZEN AND DID NOT LOCATE STATION.
 FZ2157'
 FZ2157'DESCRIPTION SHOULD BE CHANGED TO READ AS FOLLOWS-
 FZ2157'
 FZ2157'TO REACH FROM MOUNTAIN CITY, GO SE ON HIGHWAY 421 ABOUT 2 MILES TO
 FZ2157'POST OFFICE AT
 FZ2157'SHOUNS.  AT 2.0 MILES KEEP LEFT, AT 5.7 MILES KEEP
 FZ2157'LEFT, AT 8.5 MILES (PAYNES GAP)
 FZ2157'TAKE NARROW RIDGE ROAD TO LEFT AT
 FZ2157'PAYNES GAP AND FOLLOW ROAD ABOUT 4 MILES TO GAP.
 FZ2157'SIGNAL IS ON HIGH
 FZ2157'BALD KNOB ABOUT 1000 FEET N.
 FZ2157
 FZ2157                          STATION RECOVERY (2005)
 FZ2157
 FZ2157'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 FZ2157'STATION AND AZ MK WERE NOT LOCATED. RM'S 1 AND 2 WERE RECOVERED IN
 FZ2157'GOOD CONDITION. HH COORDS. (NAD 83)
 FZ2157' 
 FZ2157'RM1-- 36 30 46.4 (N) -- 081 43 19.8 (W), ERROR (+/-) 6.7 FEET, 11 SAT
 FZ2157'RECEPTION.
 FZ2157'RM2-- 36 30 46.9 (N) -- 081 43 20.5 (W), ERROR (+/-) 6.8 FEET, 10 SAT
 FZ2157'RECEPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0318 ***********************************************************************
 GC0318  DESIGNATION -  BALLOU
 GC0318  PID         -  GC0318
 GC0318  STATE/COUNTY-  TN/SUMNER
 GC0318  USGS QUAD   -  BETHPAGE (1994)
 GC0318
 GC0318                         *CURRENT SURVEY CONTROL
 GC0318  ___________________________________________________________________
 GC0318* NAD 83(1986)-  36 29 36.     (N)    086 18 02.     (W)     SCALED    
 GC0318* NAVD 88     -       181.234  (meters)     594.60   (feet)  ADJUSTED  
 GC0318  ___________________________________________________________________
 GC0318  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0318  DYNAMIC HT  -         181.088 (meters)     594.12  (feet)  COMP
 GC0318  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GC0318
 GC0318  VERT ORDER  -  SECOND    CLASS 0
 GC0318
 GC0318.The horizontal coordinates were scaled from a topographic map and have
 GC0318.an estimated accuracy of +/- 6 seconds.
 GC0318
 GC0318.The orthometric height was determined by differential leveling
 GC0318.and adjusted by the National Geodetic Survey in June 1991..
 GC0318
 GC0318.The geoid height was determined by GEOID03.
 GC0318
 GC0318.The dynamic height is computed by dividing the NAVD 88
 GC0318.geopotential number by the normal gravity value computed on the
 GC0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0318.degrees latitude (g = 980.6199 gals.).
 GC0318
 GC0318.The modeled gravity was interpolated from observed gravity values.
 GC0318
 GC0318;                    North         East    Units  Estimated Accuracy
 GC0318;SPC TN       -   239,700.      573,070.      MT  (+/- 180 meters Scaled)
 GC0318
 GC0318                          SUPERSEDED SURVEY CONTROL
 GC0318
 GC0318  NGVD 29 (??/??/??)  181.34   (m)          594.9    (f) RESET       3  
 GC0318
 GC0318.Superseded values are not recommended for survey control.
 GC0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0318.See file dsdata.txt to determine how the superseded data were derived.
 GC0318
 GC0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626388(NAD 83)
 GC0318_MARKER: DD = SURVEY DISK
 GC0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0318_STAMPING: BALLOU 1961
 GC0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0318+STABILITY: SURFACE MOTION
 GC0318
 GC0318  HISTORY     - Date     Condition        Report By
 GC0318  HISTORY     - 1961     MONUMENTED       TNHD
 GC0318
 GC0318                          STATION DESCRIPTION
 GC0318
 GC0318'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0318'1 MI NE FROM BETHPAGE.
 GC0318'FROM THE POST OFFICE IN BETHPAGE, GO NORTHEAST ON STATE ROUTE
 GC0318'6 FOR 0.95 MILE TO A CEMETERY ON THE LEFT, TURN LEFT THROUGH
 GC0318'THE CEMETERY GATE AND GO NORTHWEST FOR 0.05 MILE TO THE STATION.
 GC0318'THE STATION IS 1 FOOT EAST OF A FENCE CORNER POST AND 1.2 FEET
 GC0318'WEST OF A WITNESS POST.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0318'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2165 ***********************************************************************
 GC2165  DESIGNATION -  BALLOU
 GC2165  PID         -  GC2165
 GC2165  STATE/COUNTY-  TN/SUMNER
 GC2165  USGS QUAD   -  BETHPAGE (1994)
 GC2165
 GC2165                         *CURRENT SURVEY CONTROL
 GC2165  ___________________________________________________________________
 GC2165* NAD 83(1995)-  36 29 36.07110(N)    086 18 01.96794(W)     ADJUSTED  
 GC2165* NAVD 88     -       181.22   (+/-2cm)     594.6    (feet)  VERTCON   
 GC2165  ___________________________________________________________________
 GC2165  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 GC2165  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2165
 GC2165  HORZ ORDER  -  SECOND
 GC2165  VERT ORDER  -  THIRD ? (See Below)
 GC2165
 GC2165.The horizontal coordinates were established by classical geodetic methods
 GC2165.and adjusted by the National Geodetic Survey in April 1999..
 GC2165
 GC2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2165.The vertical order pertains to the NGVD 29 superseded value.
 GC2165
 GC2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2165
 GC2165.The geoid height was determined by GEOID03.
 GC2165
 GC2165;                    North         East     Units Scale Factor Converg.
 GC2165;SPC TN       -   239,699.778   573,071.045   MT  1.00001450   -0 10 33.4
 GC2165;SPC TN       -   786,415.02  1,880,150.59   sFT  1.00001450   -0 10 33.4
 GC2165;UTM  16      - 4,038,898.201   562,645.543   MT  0.99964835   +0 24 57.6
 GC2165
 GC2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2165!SPC TN       -   0.99997618  x   1.00001450  =   0.99999068
 GC2165!UTM  16      -   0.99997618  x   0.99964835  =   0.99962453
 GC2165
 GC2165|---------------------------------------------------------------------|
 GC2165| PID    Reference Object                     Distance      Geod. Az  |
 GC2165|                                                           dddmmss.s |
 GC2165| GC0319 BALLOU RM 1                          10.186 METERS 04604     |
 GC2165| GC2168 BRANSFORD                           APPROX. 2.2 KM 0723658.1 |
 GC2165| GC0317 BALLOU RM 2                           9.457 METERS 14007     |
 GC2165| GC0320 BALLOU AZ MK                                       1835249.4 |
 GC2165|---------------------------------------------------------------------|
 GC2165
 GC2165                          SUPERSEDED SURVEY CONTROL
 GC2165
 GC2165  NAD 83(1995)-  36 29 36.07188(N)    086 18 01.96881(W) AD(       ) 2
 GC2165  NAD 83(1995)-  36 29 36.07926(N)    086 18 01.97162(W) AD(       ) 2
 GC2165  NAD 83(1986)-  36 29 36.08104(N)    086 18 01.97152(W) AD(       ) 2
 GC2165  NAD 27      -  36 29 35.92510(N)    086 18 02.00770(W) AD(       ) 2
 GC2165  NGVD 29 (07/19/86)  181.32   (m)          594.9    (f) LEVELING    3  
 GC2165
 GC2165.Superseded values are not recommended for survey control.
 GC2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2165.See file dsdata.txt to determine how the superseded data were derived.
 GC2165
 GC2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6264638898(NAD 83)
 GC2165_MARKER: DD = SURVEY DISK
 GC2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2165
 GC2165  HISTORY     - Date     Condition        Report By
 GC2165  HISTORY     - 1961     MONUMENTED       TNHD
 GC2165
 GC2165                          STATION DESCRIPTION
 GC2165
 GC2165'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2165'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF BETHPAGE.
 GC2165'
 GC2165'TO REACH THE STATION FROM THE POST OFFICE IN BETHPAGE, GO NORTHEAST
 GC2165'ON STATE ROUTE 6 FOR 0.95 MILE TO A CEMETERY ON THE LEFT, TURN LEFT
 GC2165'THROUGH THE CEMETERY GATE AND GO NORTHWEST FOR 0.05 MILE TO THE
 GC2165'STATION ON THE LEFT AS DESCRIBED.
 GC2165'
 GC2165'THE STATION IS 1.2 FEET WEST OF A WITNESS POST AND 1 FOOT EAST OF A
 GC2165'FENCE CORNER POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GC2165'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED BALLOU 1961.  THE
 GC2165'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GC2165'SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2165'MONUMENT.
 GC2165'
 GC2165'REFERENCE MARK NO. 1 IS 33 FEET NORTHEAST OF A FENCE CORNER POST AND
 GC2165'6 INCHES NORTHWEST OF A FENCE.  THE MARK IS A STANDARD
 GC2165'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2165'CONCRETE MONUMENT, AND THE DISK IS STAMPED BALLOU RM-1 1961.
 GC2165'
 GC2165'REFERENCE MARK NO. 2 IS 30 FEET SOUTHEAST OF A FENCE CORNER POST AND
 GC2165'6 INCHES SOUTHWEST OF A FENCE.  THE MARK IS A STANDARD
 GC2165'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2165'CONCRETE MONUMENT, AND THE DISK IS STAMPED BALLOU RM-2 1961.
 GC2165'
 GC2165'THE AZIMUTH MARK IS 21 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2165'STATE ROUTE 6, 3 FEET NORTHEAST OF A CORNER POST AT THE SOUTHWEST
 GC2165'CORNER OF A CEMETERY, 1.4 FEET SOUTH OF A WITNESS POST, AND 1 FOOT
 GC2165'NORTHWEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2165'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC2165'AND THE DISK IS STAMPED BALLOU AZI 1961.
 GC2165'
 GC2165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 GC2165'ROUTE 6 FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2165'
 GC2165'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0320 ***********************************************************************
 GC0320  DESIGNATION -  BALLOU AZ MK
 GC0320  PID         -  GC0320
 GC0320  STATE/COUNTY-  TN/SUMNER
 GC0320  USGS QUAD   -  BETHPAGE (1994)
 GC0320
 GC0320                         *CURRENT SURVEY CONTROL
 GC0320  ___________________________________________________________________
 GC0320* NAD 83(1986)-  36 29 31.     (N)    086 18 03.     (W)     SCALED    
 GC0320* NAVD 88     -       171.722  (meters)     563.39   (feet)  ADJUSTED  
 GC0320  ___________________________________________________________________
 GC0320  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0320  DYNAMIC HT  -         171.584 (meters)     562.94  (feet)  COMP
 GC0320  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GC0320
 GC0320  VERT ORDER  -  SECOND    CLASS 0
 GC0320
 GC0320.The horizontal coordinates were scaled from a topographic map and have
 GC0320.an estimated accuracy of +/- 6 seconds.
 GC0320
 GC0320.The orthometric height was determined by differential leveling
 GC0320.and adjusted by the National Geodetic Survey in June 1991..
 GC0320
 GC0320.The geoid height was determined by GEOID03.
 GC0320
 GC0320.The dynamic height is computed by dividing the NAVD 88
 GC0320.geopotential number by the normal gravity value computed on the
 GC0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0320.degrees latitude (g = 980.6199 gals.).
 GC0320
 GC0320.The modeled gravity was interpolated from observed gravity values.
 GC0320
 GC0320;                    North         East    Units  Estimated Accuracy
 GC0320;SPC TN       -   239,540.      573,050.      MT  (+/- 180 meters Scaled)
 GC0320
 GC0320                          SUPERSEDED SURVEY CONTROL
 GC0320
 GC0320  NGVD 29 (??/??/??)  171.83   (m)          563.7    (f) RESET       3  
 GC0320
 GC0320.Superseded values are not recommended for survey control.
 GC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0320.See file dsdata.txt to determine how the superseded data were derived.
 GC0320
 GC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626387(NAD 83)
 GC0320_MARKER: DD = SURVEY DISK
 GC0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0320_STAMPING: BALLOU AZI 1961
 GC0320_MARK LOGO: TNHD  
 GC0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0320+STABILITY: SURFACE MOTION
 GC0320
 GC0320  HISTORY     - Date     Condition        Report By
 GC0320  HISTORY     - 1961     MONUMENTED       TNHD
 GC0320
 GC0320                          STATION DESCRIPTION
 GC0320
 GC0320'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0320'1 MI NE FROM BETHPAGE.
 GC0320'FROM THE POST OFFICE IN BETHPAGE, GO NORTHEAST ON STATE ROUTE 6
 GC0320'FOR 0.9 MILE TO THE MARK ON THE RIGHT.  THE AZIMUTH MARK IS 21
 GC0320'FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 6, 3 FEET
 GC0320'NORTHEAST OF A CORNER POST AT THE SOUTHWEST CORNER OF A CEMETERY,
 GC0320'1.4 FEET SOUTH OF A WITNESS POST, AND 1 FOOT NORTHWEST OF A FENCE.
 GC0320'THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH
 GC0320'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0319 ***********************************************************************
 GC0319  DESIGNATION -  BALLOU RM 1
 GC0319  PID         -  GC0319
 GC0319  STATE/COUNTY-  TN/SUMNER
 GC0319  USGS QUAD   -  BETHPAGE (1994)
 GC0319
 GC0319                         *CURRENT SURVEY CONTROL
 GC0319  ___________________________________________________________________
 GC0319* NAD 83(1986)-  36 29 36.     (N)    086 18 02.     (W)     SCALED    
 GC0319* NAVD 88     -       181.923  (meters)     596.86   (feet)  ADJUSTED  
 GC0319  ___________________________________________________________________
 GC0319  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0319  DYNAMIC HT  -         181.777 (meters)     596.38  (feet)  COMP
 GC0319  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GC0319
 GC0319  VERT ORDER  -  SECOND    CLASS 0
 GC0319
 GC0319.The horizontal coordinates were scaled from a topographic map and have
 GC0319.an estimated accuracy of +/- 6 seconds.
 GC0319
 GC0319.The orthometric height was determined by differential leveling
 GC0319.and adjusted by the National Geodetic Survey in June 1991..
 GC0319
 GC0319.The geoid height was determined by GEOID03.
 GC0319
 GC0319.The dynamic height is computed by dividing the NAVD 88
 GC0319.geopotential number by the normal gravity value computed on the
 GC0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0319.degrees latitude (g = 980.6199 gals.).
 GC0319
 GC0319.The modeled gravity was interpolated from observed gravity values.
 GC0319
 GC0319;                    North         East    Units  Estimated Accuracy
 GC0319;SPC TN       -   239,700.      573,070.      MT  (+/- 180 meters Scaled)
 GC0319
 GC0319                          SUPERSEDED SURVEY CONTROL
 GC0319
 GC0319  NGVD 29 (??/??/92)  182.004  (m)          597.12   (f) ADJ UNCH    2 0
 GC0319
 GC0319.Superseded values are not recommended for survey control.
 GC0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0319.See file dsdata.txt to determine how the superseded data were derived.
 GC0319
 GC0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626388(NAD 83)
 GC0319_MARKER: DD = SURVEY DISK
 GC0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0319_STAMPING: BALLOU RM-1 1961
 GC0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0319+STABILITY: SURFACE MOTION
 GC0319
 GC0319  HISTORY     - Date     Condition        Report By
 GC0319  HISTORY     - 1961     MONUMENTED       TNHD
 GC0319
 GC0319                          STATION DESCRIPTION
 GC0319
 GC0319'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0319'1 MI NE FROM BETHPAGE.
 GC0319'THIS MARK IS LOCATED AT THE BALLOU 1961 STATION SITE, 33 FEET
 GC0319'NORTHEAST OF A FENCE CORNER POST AND 6 INCHES NORTHWEST OF A
 GC0319'FENCE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0319'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0317 ***********************************************************************
 GC0317  DESIGNATION -  BALLOU RM 2
 GC0317  PID         -  GC0317
 GC0317  STATE/COUNTY-  TN/SUMNER
 GC0317  USGS QUAD   -  BETHPAGE (1994)
 GC0317
 GC0317                         *CURRENT SURVEY CONTROL
 GC0317  ___________________________________________________________________
 GC0317* NAD 83(1986)-  36 29 36.     (N)    086 18 02.     (W)     SCALED    
 GC0317* NAVD 88     -       180.537  (meters)     592.31   (feet)  ADJUSTED  
 GC0317  ___________________________________________________________________
 GC0317  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0317  DYNAMIC HT  -         180.392 (meters)     591.84  (feet)  COMP
 GC0317  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 GC0317
 GC0317  VERT ORDER  -  SECOND    CLASS 0
 GC0317
 GC0317.The horizontal coordinates were scaled from a topographic map and have
 GC0317.an estimated accuracy of +/- 6 seconds.
 GC0317
 GC0317.The orthometric height was determined by differential leveling
 GC0317.and adjusted by the National Geodetic Survey in June 1991..
 GC0317
 GC0317.The geoid height was determined by GEOID03.
 GC0317
 GC0317.The dynamic height is computed by dividing the NAVD 88
 GC0317.geopotential number by the normal gravity value computed on the
 GC0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0317.degrees latitude (g = 980.6199 gals.).
 GC0317
 GC0317.The modeled gravity was interpolated from observed gravity values.
 GC0317
 GC0317;                    North         East    Units  Estimated Accuracy
 GC0317;SPC TN       -   239,700.      573,070.      MT  (+/- 180 meters Scaled)
 GC0317
 GC0317                          SUPERSEDED SURVEY CONTROL
 GC0317
 GC0317  NGVD 29 (??/??/92)  180.618  (m)          592.58   (f) ADJ UNCH    2 0
 GC0317
 GC0317.Superseded values are not recommended for survey control.
 GC0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0317.See file dsdata.txt to determine how the superseded data were derived.
 GC0317
 GC0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626388(NAD 83)
 GC0317_MARKER: DD = SURVEY DISK
 GC0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0317_STAMPING: BALLOU RM-2 1961
 GC0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0317+STABILITY: SURFACE MOTION
 GC0317
 GC0317  HISTORY     - Date     Condition        Report By
 GC0317  HISTORY     - 1961     MONUMENTED       TNHD
 GC0317
 GC0317                          STATION DESCRIPTION
 GC0317
 GC0317'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0317'1 MI NE FROM BETHPAGE.
 GC0317'THIS MARK IS LOCATED AT THE BALLOU 1961 STATION SITE, 30 FEET
 GC0317'SOUTHEAST OF A FENCE CORNER POST AND 6 INCHES SOUTHWEST OF A
 GC0317'FENCE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0317'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1022 ***********************************************************************
 FD1022  DESIGNATION -  BANNING
 FD1022  PID         -  FD1022
 FD1022  STATE/COUNTY-  TN/LAWRENCE
 FD1022  USGS QUAD   -  OVILLA (1976)
 FD1022
 FD1022                         *CURRENT SURVEY CONTROL
 FD1022  ___________________________________________________________________
 FD1022* NAD 83(1995)-  35 18 28.54564(N)    087 31 11.93799(W)     ADJUSTED  
 FD1022* NAVD 88     -       323.418  (meters)    1061.08   (feet)  ADJUSTED  
 FD1022  ___________________________________________________________________
 FD1022  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 FD1022  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD1022  DYNAMIC HT  -         323.111 (meters)    1060.07  (feet)  COMP
 FD1022  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FD1022
 FD1022  HORZ ORDER  -  FIRST
 FD1022  VERT ORDER  -  SECOND    CLASS 0
 FD1022
 FD1022.The horizontal coordinates were established by classical geodetic methods
 FD1022.and adjusted by the National Geodetic Survey in April 1999..
 FD1022
 FD1022.The orthometric height was determined by differential leveling
 FD1022.and adjusted by the National Geodetic Survey in June 1991..
 FD1022
 FD1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1022
 FD1022.The geoid height was determined by GEOID03.
 FD1022
 FD1022.The dynamic height is computed by dividing the NAVD 88
 FD1022.geopotential number by the normal gravity value computed on the
 FD1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1022.degrees latitude (g = 980.6199 gals.).
 FD1022
 FD1022.The modeled gravity was interpolated from observed gravity values.
 FD1022
 FD1022;                    North         East     Units Scale Factor Converg.
 FD1022;SPC TN       -   109,204.950   461,772.276   MT  0.99999028   -0 53 23.5
 FD1022;SPC TN       -   358,283.24  1,514,997.88   sFT  0.99999028   -0 53 23.5
 FD1022;UTM  16      - 3,907,316.105   452,728.937   MT  0.99962754   -0 18 01.9
 FD1022
 FD1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1022!SPC TN       -   0.99995360  x   0.99999028  =   0.99994388
 FD1022!UTM  16      -   0.99995360  x   0.99962754  =   0.99958115
 FD1022
 FD1022|---------------------------------------------------------------------|
 FD1022| PID    Reference Object                     Distance      Geod. Az  |
 FD1022|                                                           dddmmss.s |
 FD1022| FD1575 BANNING RM 3                         24.788 METERS 01214     |
 FD1022| CG5524 BANNING RM 2                         24.384 METERS 01343     |
 FD1022| FD1023 BANNING RM 4                          9.785 METERS 22002     |
 FD1022| CG5522 BANNING AZ MK                                      2273208.9 |
 FD1022| CG5523 BANNING RM 1                         24.954 METERS 25411     |
 FD1022| FD1574 BANNING AZ MK RESET                 APPROX. 0.8 KM 3303805.9 |
 FD1022|---------------------------------------------------------------------|
 FD1022
 FD1022                          SUPERSEDED SURVEY CONTROL
 FD1022
 FD1022  NAD 83(1995)-  35 18 28.54977(N)    087 31 11.93971(W) AD(       ) 1
 FD1022  NAD 83(1995)-  35 18 28.54976(N)    087 31 11.93963(W) AD(       ) 1
 FD1022  NAD 83(1995)-  35 18 28.55081(N)    087 31 11.93959(W) AD(       ) 1
 FD1022  NAD 83(1986)-  35 18 28.55636(N)    087 31 11.93823(W) AD(       ) 1
 FD1022  NAD 27      -  35 18 28.27300(N)    087 31 11.87300(W) AD(       ) 1
 FD1022  NGVD 29 (??/??/92)  323.371  (m)         1060.93   (f) ADJ UNCH    2 0
 FD1022
 FD1022.Superseded values are not recommended for survey control.
 FD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1022.See file dsdata.txt to determine how the superseded data were derived.
 FD1022
 FD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5272907316(NAD 83)
 FD1022_MARKER: DD = SURVEY DISK
 FD1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1022_STAMPING: BANNING 1934
 FD1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1022+STABILITY: SURFACE MOTION
 FD1022
 FD1022  HISTORY     - Date     Condition        Report By
 FD1022  HISTORY     - 1934     MONUMENTED       CGS
 FD1022  HISTORY     - 1934     GOOD             TNHD
 FD1022  HISTORY     - 1962     GOOD             CGS
 FD1022
 FD1022                          STATION DESCRIPTION
 FD1022
 FD1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1022'ABOUT 14 MILES EAST OF WAYNESBORO, 14 MILES SOUTHWEST OF SUMMERTOWN,
 FD1022'12 MILES WEST OF
 FD1022'LAWRENCEBURG, 10 MILES SOUTHEAST BY SOUTH OF
 FD1022'RIVERSIDE, 0.2 MILE SOUTH OF U S
 FD1022'ROUTE 64, AND ON THE LELAND G
 FD1022'BANNING ESTATE.  TO REACH FROM WAYNESBORO, GO EAST
 FD1022'15.55 MILES ON U S
 FD1022'ROUTE 64 TO SIDE ROAD TO RIGHT, TURN RIGHT AND GO 0.2 MILE TO
 FD1022'STATION.  FROM
 FD1022'LAWRENCEBURG, GO WEST 12.5 MILES ON U S ROUTE 64 TO
 FD1022'SIDE ROAD TO LEFT.  STATION IS 30
 FD1022'FEET SOUTHWEST OF CENTER LINE OF
 FD1022'WOODS TRAIL, 24 FEET NORTH OF 24-INCH TRIANGLE
 FD1022'BLAZED WHITE-OAK TREE,
 FD1022'AND 20 FEET EAST OF CENTER LINE OF ROAD.  SURFACE AND UNDERGROUND
 FD1022'MARKS ARE
 FD1022'STANDARD STATION DISKS IN CONCRETE.
 FD1022'SURFACE MARK PROJECTS 5
 FD1022'INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH
 FD1022'MARKS ARE STANDARD REFERENCE DISKS IN
 FD1022'CONCRETE.  REFERENCE
 FD1022'MARKS PROJECT 8 INCHES ABOVE GROUND.  NO 1 IS 40 FEET
 FD1022'SOUTH OF
 FD1022'24-INCH WHITE-OAK TREE, 15 FEET WEST OF CENTER LINE OF ROAD, AND
 FD1022'81.87 FEET FROM
 FD1022'STATION S 74 DEG 11 MIN W. NO 2 IS 18 FEET
 FD1022'WEST OF CENTER LINE OF ROAD,
 FD1022'ACROSS ROAD FROM JUNCTION OF WOODS TRAIL
 FD1022'AND MAIN ROAD, AND 80.00 FEET FROM STATION N 13 DEG 43 MIN E.
 FD1022'AZIMUTH MARK, PROJECTING 4 INCHES ABOVE GROUND, IS ABOUT 200
 FD1022'FEET NORTH OF
 FD1022'NORTH END OF CURVE IN ROAD, 20 FEET WEST OF CENTER LINE OF
 FD1022'ROAD, AND ABOUT 0.2 MILE
 FD1022'FROM STATION S 47 DEG 32 MIN W.
 FD1022
 FD1022                          STATION RECOVERY (1934)
 FD1022
 FD1022'RECOVERY NOTE BY TN HIGHWAY DEPT 1934
 FD1022'12 MI W FROM LAWRENCEBURG.
 FD1022'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1022'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 12.5 MILES TO PINEY
 FD1022'ROAD ON THE LEFT, TURN LEFT, SOUTH, ON PINEY ROAD AND GO 0.2 MILE
 FD1022'TO THE STATION ON THE LEFT.  THE STATION MARK IS 23 FEET SOUTHEAST
 FD1022'OF THE CENTERLINE OF PINEY ROAD, 37 FEET NORTHEAST OF A UTILITY
 FD1022'POLE, 7 FEET WEST OF A WIRE FENCE AND 1.7 FEET SOUTH OF A WITNESS
 FD1022'POST.  IT IS A STANDARD U.S.C. AND G.S. STATION MARK DISK SET
 FD1022'IN TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4-INCHES ABOVE
 FD1022'THE GROUND.
 FD1022
 FD1022                          STATION RECOVERY (1962)
 FD1022
 FD1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CEG)
 FD1022'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 FD1022'MARK NO 1, REFERENCE MARK
 FD1022'NO 2 AND THE AZIMUTH MARK WERE DESTROYED BY ROAD
 FD1022'CONSTRUCTION.  A NEW REFERENCE
 FD1022'MARK NO 3, REFERENCE MARK NO 4 AND AN
 FD1022'AZIMUTH MARK WERE ESTABLISHED AT THE TIME OF THIS
 FD1022'OCCUPATION.
 FD1022'
 FD1022'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1022'
 FD1022'THE STATION IS ABOUT 14 MILES EAST OF WAYNESBORO AND 12 MILES WEST OF
 FD1022'LAWRENCEBURG.
 FD1022'
 FD1022'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE SQUARE IN
 FD1022'WAYNESBORO, GO EAST ON U S
 FD1022'HIGHWAY 64 FOR 16 MILES TO PINEY ROAD ON THE RIGHT,
 FD1022'TURN RIGHT, SOUTH, ON PINEY
 FD1022'ROAD AND GO 0.2 MILE TO THE STATION ON
 FD1022'THE LEFT.
 FD1022'
 FD1022'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 43 AND U S
 FD1022'HIGHWAY 64 IN LAWRENCEBURG,
 FD1022'GO WEST ON U S HIGHWAY 64 FOR 12.5 MILES TO PINEY ROAD
 FD1022'ON THE LEFT, TURN LEFT, SOUTH,
 FD1022'ON PINEY ROAD AND GO 0.2 MILE TO THE
 FD1022'STATION ON THE LEFT.
 FD1022'
 FD1022'THE STATION IS 37 FEET NORTHEAST OF A UTILITY POLE, 23 FEET SOUTHEAST
 FD1022'OF THE APPROXIMATE CENTER
 FD1022'OF PINEY ROAD, 7 FEET WEST OF A WIRE FENCE, AND
 FD1022'1.7 FEET SOUTH OF A WITNESS POST
 FD1022'(TVA).  SURFACE AND UNDERGROUND
 FD1022'MARKS ARE STANDARD STATION DISK IN CONCRETE.
 FD1022'
 FD1022'REFERENCE MARK NO 3 IS 51 FEET NORTHWEST OF A WIRE FENCE AND 22 FEET
 FD1022'NORTHWEST OF THE
 FD1022'APPROXIMATE CENTER OF PINEY ROAD.  THE MARK IS A STANDARD
 FD1022'REFERENCE MARK DISK IN A
 FD1022'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 FD1022'INCHES AND THE DISK IS STAMPED BANNING NO 3 1934.
 FD1022'
 FD1022'REFERENCE MARK NO 4 IS 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1022'PINEY ROAD, 23 FEET
 FD1022'NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FD1022'6 FEET EAST OF A UTILITY POLE,
 FD1022'AND 3 FEET NORTHWEST OF A WIRE FENCE.
 FD1022'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 FD1022'A SQUARE, CONCRETE
 FD1022'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BANNING NO 4
 FD1022'1934.
 FD1022'
 FD1022'THE AZIMUTH MARK IS 29 FEET SOUTH OF A TRIPLE TRUNKED, 48-INCH OAK
 FD1022'TREE AND 32 FEET NORTH OF
 FD1022'THE APPROXIMATE CENTER OF U S HIGHWAY 64.  THE MARK IS
 FD1022'A STANDARD AZIMUTH MARK DISK SET
 FD1022'IN A SQUARE, FLUSH, CONCRETE
 FD1022'MONUMENT AND THE DISK IS STAMPED BANNING 1934 RESET 1962.
 FD1022'
 FD1022'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PINEY ROAD
 FD1022'FOR 0.2 MILE TO U S HIGHWAY
 FD1022'64, TURN LEFT, WEST, ON U S HIGHWAY 64 FOR 0.5 MILE TO
 FD1022'THE MARK ON THE RIGHT.
 FD1022'
 FD1022'A POWER LINE HAS BEEN ERECTED OVER THE STATION AND IT COULD NOT BE
 FD1022'USED.  A SIGNAL WAS
 FD1022'BUILT OVER BANNING NO 3 1934 FOR USE IN THIS SURVEY AND A
 FD1022'TRAVERSE CONNECTION WAS MADE
 FD1022'TO BANNING 1934.  A TRAVERSE TIE WAS
 FD1022'MADE BETWEEN THE STATION AND THE AZIMUTH MARK,
 FD1022'THE DISTANCE BEING
 FD1022'849.706 METERS - 2,787.734 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1020 ***********************************************************************
 FD1020  DESIGNATION -  BANNING AZ MK RESET
 FD1020  PID         -  FD1020
 FD1020  STATE/COUNTY-  TN/LAWRENCE
 FD1020  USGS QUAD   -  OVILLA (1976)
 FD1020
 FD1020                         *CURRENT SURVEY CONTROL
 FD1020  ___________________________________________________________________
 FD1020* NAD 83(1986)-  35 18 52.     (N)    087 31 28.     (W)     SCALED    
 FD1020* NAVD 88     -       318.846  (meters)    1046.08   (feet)  ADJUSTED  
 FD1020  ___________________________________________________________________
 FD1020  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD1020  DYNAMIC HT  -         318.544 (meters)    1045.09  (feet)  COMP
 FD1020  MODELED GRAV-     979,676.9   (mgal)                       NAVD 88
 FD1020
 FD1020  VERT ORDER  -  SECOND    CLASS 0
 FD1020
 FD1020.The horizontal coordinates were scaled from a topographic map and have
 FD1020.an estimated accuracy of +/- 6 seconds.
 FD1020
 FD1020.The orthometric height was determined by differential leveling
 FD1020.and adjusted by the National Geodetic Survey in June 1991..
 FD1020
 FD1020.The geoid height was determined by GEOID03.
 FD1020
 FD1020.The dynamic height is computed by dividing the NAVD 88
 FD1020.geopotential number by the normal gravity value computed on the
 FD1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1020.degrees latitude (g = 980.6199 gals.).
 FD1020
 FD1020.The modeled gravity was interpolated from observed gravity values.
 FD1020
 FD1020;                    North         East    Units  Estimated Accuracy
 FD1020;SPC TN       -   109,930.      461,380.      MT  (+/- 180 meters Scaled)
 FD1020
 FD1020                          SUPERSEDED SURVEY CONTROL
 FD1020
 FD1020  NGVD 29 (??/??/92)  318.799  (m)         1045.93   (f) ADJ UNCH    2 0
 FD1020
 FD1020.Superseded values are not recommended for survey control.
 FD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1020.See file dsdata.txt to determine how the superseded data were derived.
 FD1020
 FD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE523080(NAD 83)
 FD1020_MARKER: DD = SURVEY DISK
 FD1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1020_STAMPING: BANNING 1934 RESET 1962
 FD1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1020+STABILITY: SURFACE MOTION
 FD1020
 FD1020  HISTORY     - Date     Condition        Report By
 FD1020  HISTORY     - 1962     MONUMENTED       CGS
 FD1020
 FD1020                          STATION DESCRIPTION
 FD1020
 FD1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FD1020'12 MI W FROM LAWRENCEBURG.
 FD1020'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD1020'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 13.0 MILES TO THE
 FD1020'MARK ON THE RIGHT.  THE AZIMUTH MARK IS 32 FEET NORTH OF THE
 FD1020'CENTERLINE OF U.S. HIGHWAY 64 AND 29 FEET SOUTH OF A TRIPLE TRUNKED,
 FD1020'48-INCH OAK TREE.  IT IS A STANDARD U.S.C. AND G.S. AZIMUTH
 FD1020'MARK DISK SET IN TOP OF A SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD1020'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1574 ***********************************************************************
 FD1574  DESIGNATION -  BANNING AZ MK RESET
 FD1574  PID         -  FD1574
 FD1574  STATE/COUNTY-  TN/LAWRENCE
 FD1574  USGS QUAD   -  OVILLA (1976)
 FD1574
 FD1574                         *CURRENT SURVEY CONTROL
 FD1574  ___________________________________________________________________
 FD1574* NAD 83(1995)-  35 18 52.57523(N)    087 31 28.43381(W)     ADJUSTED  
 FD1574* NAVD 88     -       319.1    (meters)    1047.     (feet)  VERTCON   
 FD1574  ___________________________________________________________________
 FD1574  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FD1574  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD1574
 FD1574  HORZ ORDER  -  SECOND
 FD1574
 FD1574.The horizontal coordinates were established by classical geodetic methods
 FD1574.and adjusted by the National Geodetic Survey in April 1999..
 FD1574
 FD1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1574
 FD1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1574
 FD1574.The geoid height was determined by GEOID03.
 FD1574
 FD1574;                    North         East     Units Scale Factor Converg.
 FD1574;SPC TN       -   109,951.888   461,367.141   MT  0.99998923   -0 53 33.1
 FD1574;SPC TN       -   360,733.82  1,513,668.70   sFT  0.99998923   -0 53 33.1
 FD1574;UTM  16      - 3,908,058.568   452,316.290   MT  0.99962802   -0 18 11.7
 FD1574
 FD1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1574!SPC TN       -   0.99995427  x   0.99998923  =   0.99994350
 FD1574!UTM  16      -   0.99995427  x   0.99962802  =   0.99958231
 FD1574
 FD1574                          SUPERSEDED SURVEY CONTROL
 FD1574
 FD1574  NAD 83(1995)-  35 18 52.57940(N)    087 31 28.43560(W) AD(       ) 2
 FD1574  NAD 83(1995)-  35 18 52.57938(N)    087 31 28.43551(W) AD(       ) 2
 FD1574  NAD 83(1995)-  35 18 52.58046(N)    087 31 28.43546(W) AD(       ) 2
 FD1574  NAD 83(1986)-  35 18 52.58598(N)    087 31 28.43414(W) AD(       ) 2
 FD1574  NAD 27      -  35 18 52.30480(N)    087 31 28.36920(W) AD(       ) 2
 FD1574  NGVD 29 (07/19/86)  319.1    (m)         1047.     (f) VERT ANG       
 FD1574
 FD1574.Superseded values are not recommended for survey control.
 FD1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1574.See file dsdata.txt to determine how the superseded data were derived.
 FD1574
 FD1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5231608059(NAD 83)
 FD1574_MARKER: DZ = AZIMUTH MARK DISK
 FD1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1574
 FD1574  HISTORY     - Date     Condition        Report By
 FD1574  HISTORY     - 1962     MONUMENTED       CGS
 FD1574
 FD1574                          STATION DESCRIPTION
 FD1574
 FD1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FD1574'THE AZIMUTH MARK IS 29 FEET SOUTH OF A TRIPLE TRUNKED, 48-INCH OAK
 FD1574'TREE AND 32 FEET NORTH OF
 FD1574'THE APPROXIMATE CENTER OF U S HIGHWAY 64.  THE MARK IS
 FD1574'A STANDARD AZIMUTH MARK DISK SET
 FD1574'IN A SQUARE, FLUSH, CONCRETE
 FD1574'MONUMENT AND THE DISK IS STAMPED BANNING 1934 RESET 1962.
 FD1574'
 FD1574'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PINEY ROAD
 FD1574'FOR 0.2 MILE TO U S HIGHWAY
 FD1574'64, TURN LEFT, WEST, ON U S HIGHWAY 64 FOR 0.5 MILE TO
 FD1574'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1021 ***********************************************************************
 FD1021  DESIGNATION -  BANNING RM 3
 FD1021  PID         -  FD1021
 FD1021  STATE/COUNTY-  TN/LAWRENCE
 FD1021  USGS QUAD   -  OVILLA (1976)
 FD1021
 FD1021                         *CURRENT SURVEY CONTROL
 FD1021  ___________________________________________________________________
 FD1021* NAD 83(1986)-  35 18 28.     (N)    087 31 11.     (W)     SCALED    
 FD1021* NAVD 88     -       322.557  (meters)    1058.26   (feet)  ADJUSTED  
 FD1021  ___________________________________________________________________
 FD1021  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD1021  DYNAMIC HT  -         322.251 (meters)    1057.25  (feet)  COMP
 FD1021  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FD1021
 FD1021  VERT ORDER  -  SECOND    CLASS 0
 FD1021
 FD1021.The horizontal coordinates were scaled from a topographic map and have
 FD1021.an estimated accuracy of +/- 6 seconds.
 FD1021
 FD1021.The orthometric height was determined by differential leveling
 FD1021.and adjusted by the National Geodetic Survey in June 1991..
 FD1021
 FD1021.The geoid height was determined by GEOID03.
 FD1021
 FD1021.The dynamic height is computed by dividing the NAVD 88
 FD1021.geopotential number by the normal gravity value computed on the
 FD1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1021.degrees latitude (g = 980.6199 gals.).
 FD1021
 FD1021.The modeled gravity was interpolated from observed gravity values.
 FD1021
 FD1021;                    North         East    Units  Estimated Accuracy
 FD1021;SPC TN       -   109,190.      461,800.      MT  (+/- 180 meters Scaled)
 FD1021
 FD1021                          SUPERSEDED SURVEY CONTROL
 FD1021
 FD1021  NGVD 29 (??/??/92)  322.511  (m)         1058.10   (f) ADJ UNCH    2 0
 FD1021
 FD1021.Superseded values are not recommended for survey control.
 FD1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1021.See file dsdata.txt to determine how the superseded data were derived.
 FD1021
 FD1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE527072(NAD 83)
 FD1021_MARKER: DD = SURVEY DISK
 FD1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1021_STAMPING: BANNING NO 3 1934
 FD1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1021+STABILITY: SURFACE MOTION
 FD1021
 FD1021  HISTORY     - Date     Condition        Report By
 FD1021  HISTORY     - 1962     MONUMENTED       CGS
 FD1021  HISTORY     - 1962     GOOD             TNHD
 FD1021
 FD1021                          STATION DESCRIPTION
 FD1021
 FD1021'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1021'12 MI W FROM LAWRENCEBURG.
 FD1021'THIS MARK IS LOCATED AT THE BANNING 1934 STATION SITE, 22 FEET
 FD1021'NORTHWEST OF THE CENTERLINE OF PINEY ROAD, AND 51 FEET NORTHWEST
 FD1021'OF A WIRE FENCE.  THE MARK IS A STANDARD U.S.C. AND G.S. REFERENCE
 FD1021'MARK DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT THAT
 FD1021'PROJECTS 3-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1575 ***********************************************************************
 FD1575  DESIGNATION -  BANNING RM 3
 FD1575  PID         -  FD1575
 FD1575  STATE/COUNTY-  TN/LAWRENCE
 FD1575  USGS QUAD   -  OVILLA (1976)
 FD1575
 FD1575                         *CURRENT SURVEY CONTROL
 FD1575  ___________________________________________________________________
 FD1575* NAD 83(1995)-  35 18 29.33169(N)    087 31 11.73010(W)     ADJUSTED  
 FD1575* NAVD 88     -       322.8    (meters)    1059.     (feet)  VERTCON   
 FD1575  ___________________________________________________________________
 FD1575  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 FD1575  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD1575
 FD1575  HORZ ORDER  -  SECOND
 FD1575
 FD1575.The horizontal coordinates were established by classical geodetic methods
 FD1575.and adjusted by the National Geodetic Survey in April 1999..
 FD1575
 FD1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1575
 FD1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1575
 FD1575.The geoid height was determined by GEOID03.
 FD1575
 FD1575;                    North         East     Units Scale Factor Converg.
 FD1575;SPC TN       -   109,229.090   461,777.903   MT  0.99999025   -0 53 23.4
 FD1575;SPC TN       -   358,362.44  1,515,016.34   sFT  0.99999025   -0 53 23.4
 FD1575;UTM  16      - 3,907,340.293   452,734.313   MT  0.99962753   -0 18 01.8
 FD1575
 FD1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1575!SPC TN       -   0.99995369  x   0.99999025  =   0.99994394
 FD1575!UTM  16      -   0.99995369  x   0.99962753  =   0.99958123
 FD1575
 FD1575|---------------------------------------------------------------------|
 FD1575| PID    Reference Object                     Distance      Geod. Az  |
 FD1575|                                                           dddmmss.s |
 FD1575| FD1022 BANNING                              24.788 METERS 19214     |
 FD1575| FD1023 BANNING RM 4                         33.787 METERS 20000     |
 FD1575| FD1574 BANNING AZ MK RESET                 APPROX. 0.8 KM 3293002.9 |
 FD1575|---------------------------------------------------------------------|
 FD1575
 FD1575                          SUPERSEDED SURVEY CONTROL
 FD1575
 FD1575  NAD 83(1995)-  35 18 29.33577(N)    087 31 11.73183(W) AD(       ) 2
 FD1575  NAD 83(1995)-  35 18 29.33575(N)    087 31 11.73176(W) AD(       ) 2
 FD1575  NAD 83(1995)-  35 18 29.33684(N)    087 31 11.73170(W) AD(       ) 2
 FD1575  NAD 83(1986)-  35 18 29.34239(N)    087 31 11.73035(W) AD(       ) 2
 FD1575  NAD 27      -  35 18 29.05960(N)    087 31 11.66500(W) AD(       ) 2
 FD1575  NGVD 29 (07/19/86)  322.8    (m)         1059.     (f) VERT ANG       
 FD1575
 FD1575.Superseded values are not recommended for survey control.
 FD1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1575.See file dsdata.txt to determine how the superseded data were derived.
 FD1575
 FD1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5273407340(NAD 83)
 FD1575_MARKER: DR = REFERENCE MARK DISK
 FD1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1575
 FD1575  HISTORY     - Date     Condition        Report By
 FD1575  HISTORY     - 1962     MONUMENTED       CGS
 FD1575
 FD1575                          STATION DESCRIPTION
 FD1575
 FD1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CEG)
 FD1575'THE STATION IS LOCATED ABOUT 14 MILES EAST OF WAYNESBORO AND 12 MILES
 FD1575'WEST OF LAWRENCEBURG.
 FD1575'
 FD1575'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE SQUARE IN
 FD1575'WAYNESBORO, GO EAST ON U S
 FD1575'HIGHWAY 64 FOR 15.5 MILES TO PINEY ROAD ON THE RIGHT,
 FD1575'TURN RIGHT, SOUTH, ON PINEY
 FD1575'ROAD AND GO 0.2 MILE TO THE STATION ON
 FD1575'THE RIGHT.
 FD1575'
 FD1575'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 43 AND U S
 FD1575'HIGHWAY 64 IN LAWRENCEBURG,
 FD1575'GO WEST ON U S HIGHWAY 64 FOR 12.5 MILES TO PINEY ROAD
 FD1575'ON THE LEFT, TURN LEFT, SOUTH,
 FD1575'ON PINEY ROAD AND GO 0.2 MILE TO THE
 FD1575'STATION ON THE RIGHT.
 FD1575'
 FD1575'THE STATION IS 51 FEET NORTHWEST OF A WIRE FENCE AND 22 FEET
 FD1575'NORTHWEST OF THE
 FD1575'APPROXIMATE CENTER OF PINEY ROAD.  IT IS A STANDARD U S C AND G S
 FD1575'REFERENCE MARK
 FD1575'DISK SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1575'PROJECTS 3 INCHES AND THE DISK IS
 FD1575'STAMPED BANNING NO 3 1934.  NO
 FD1575'UNDERGROUND MARK SET.
 FD1575'
 FD1575'BANNING 1934 IS 37 FEET NORTHEAST OF A UTILITY POLE, 23 FEET
 FD1575'SOUTHEAST OF THE
 FD1575'APPROXIMATE CENTER OF PINEY ROAD, 7 FEET WEST OF A WIRE FENCE, AND
 FD1575'1.7 FEET SOUTH OF
 FD1575'A WITNESS POST (TVA).  IT IS A STANDARD U S C AND G S
 FD1575'STATION MARK DISK SET IN A ROUND,
 FD1575'CONCRETE MONUMENT THAT PROJECTS 4
 FD1575'INCHES AND THE DISK IS STAMPED BANNING 1934.
 FD1575'
 FD1575'REFERENCE MARK NO 4 IS 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1575'PINEY ROAD, 23 FEET
 FD1575'NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FD1575'6 FEET EAST OF A UTILITY POLE
 FD1575'AND 3 FEET NORTHWEST OF A WIRE FENCE.
 FD1575'IT IS A STANDARD U S C AND G S REFERENCE MARK DISK
 FD1575'SET IN A SQUARE,
 FD1575'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FD1575'BANNING NO 4 1934.
 FD1575'
 FD1575'THE AZIMUTH MARK IS 29 FEET SOUTH OF A TRIPLE TRUNKED, 48 INCH OAK
 FD1575'TREE AND 32 FEET NORTH OF
 FD1575'THE APPROXIMATE CENTER OF U S HIGHWAY 64.  IT IS A
 FD1575'STANDARD U S C AND G S AZIMUTH
 FD1575'MARK DISK SET IN A SQUARE, FLUSH,
 FD1575'CONCRETE MONUMENT AND THE DISK IS STAMPED BANNING
 FD1575'1934 RESET 1962.
 FD1575'
 FD1575'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD1575'
 FD1575'A TRAVERSE TIE WAS MADE BETWEEN THE STATION AND THE AZIMUTH MARK, THE
 FD1575'DISTANCE BEING 831.404
 FD1575'METERS - 2,727.698 FEET.
 FD1575'
 FD1575'HEIGHT OF LIGHT ABOVE STATION MARK 30.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1023 ***********************************************************************
 FD1023  DESIGNATION -  BANNING RM 4
 FD1023  PID         -  FD1023
 FD1023  STATE/COUNTY-  TN/LAWRENCE
 FD1023  USGS QUAD   -  OVILLA (1976)
 FD1023
 FD1023                         *CURRENT SURVEY CONTROL
 FD1023  ___________________________________________________________________
 FD1023* NAD 83(1986)-  35 18 28.     (N)    087 31 11.     (W)     SCALED    
 FD1023* NAVD 88     -       323.309  (meters)    1060.72   (feet)  ADJUSTED  
 FD1023  ___________________________________________________________________
 FD1023  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD1023  DYNAMIC HT  -         323.002 (meters)    1059.72  (feet)  COMP
 FD1023  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FD1023
 FD1023  VERT ORDER  -  SECOND    CLASS 0
 FD1023
 FD1023.The horizontal coordinates were scaled from a topographic map and have
 FD1023.an estimated accuracy of +/- 6 seconds.
 FD1023
 FD1023.The orthometric height was determined by differential leveling
 FD1023.and adjusted by the National Geodetic Survey in June 1991..
 FD1023
 FD1023.The geoid height was determined by GEOID03.
 FD1023
 FD1023.The dynamic height is computed by dividing the NAVD 88
 FD1023.geopotential number by the normal gravity value computed on the
 FD1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1023.degrees latitude (g = 980.6199 gals.).
 FD1023
 FD1023.The modeled gravity was interpolated from observed gravity values.
 FD1023
 FD1023;                    North         East    Units  Estimated Accuracy
 FD1023;SPC TN       -   109,190.      461,800.      MT  (+/- 180 meters Scaled)
 FD1023
 FD1023                          SUPERSEDED SURVEY CONTROL
 FD1023
 FD1023  NGVD 29 (??/??/92)  323.262  (m)         1060.57   (f) ADJ UNCH    2 0
 FD1023
 FD1023.Superseded values are not recommended for survey control.
 FD1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1023.See file dsdata.txt to determine how the superseded data were derived.
 FD1023
 FD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE527072(NAD 83)
 FD1023_MARKER: DR = REFERENCE MARK DISK
 FD1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1023_STAMPING: BANNING NO 4 1934
 FD1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1023+STABILITY: SURFACE MOTION
 FD1023
 FD1023  HISTORY     - Date     Condition        Report By
 FD1023  HISTORY     - 1962     MONUMENTED       CGS
 FD1023  HISTORY     - 1962     GOOD             TNHD
 FD1023
 FD1023                          STATION DESCRIPTION
 FD1023
 FD1023'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1023'12 MI W FROM LAWRENCEBURG.
 FD1023'THIS MARK IS LOCATED AT THE BANNING 1934 STATION SITE, 26 FEET
 FD1023'SOUTHEAST OF THE CENTERLINE OF PINEY ROAD, 23 FEET NORTHEAST OF THE
 FD1023'CENTERLINE OF A GRAVEL ROAD, 6 FEET EAST OF A UTILITY POLE AND
 FD1023'3 FEET NORTHWEST OF A WIRE FENCE.  IT IS A STANDARD U.S.C. AND
 FD1023'G.S. REFERENCE MARK DISK SET IN A SQUARE CONCRETE MONUMENT THAT
 FD1023'PROJECTS 1-INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1414 ***********************************************************************
 FD1414  DESIGNATION -  BARFIELD
 FD1414  PID         -  FD1414
 FD1414  STATE/COUNTY-  TN/RUTHERFORD
 FD1414  USGS QUAD   -  MURFREESBORO (1983)
 FD1414
 FD1414                         *CURRENT SURVEY CONTROL
 FD1414  ___________________________________________________________________
 FD1414* NAD 83(1995)-  35 46 45.51612(N)    086 26 53.82083(W)     ADJUSTED  
 FD1414* NAVD 88     -       252.5    (meters)     828.     (feet)  VERTCON   
 FD1414  ___________________________________________________________________
 FD1414  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 FD1414  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD1414
 FD1414  HORZ ORDER  -  SECOND
 FD1414
 FD1414.The horizontal coordinates were established by classical geodetic methods
 FD1414.and adjusted by the National Geodetic Survey in April 1999..
 FD1414
 FD1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1414
 FD1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1414
 FD1414.The geoid height was determined by GEOID03.
 FD1414
 FD1414;                    North         East     Units Scale Factor Converg.
 FD1414;SPC TN       -   160,522.415   559,471.002   MT  0.99994886   -0 15 44.8
 FD1414;SPC TN       -   526,647.29  1,835,531.11   sFT  0.99994886   -0 15 44.8
 FD1414;UTM  16      - 3,959,611.526   549,863.309   MT  0.99963064   +0 19 21.3
 FD1414
 FD1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1414!SPC TN       -   0.99996485  x   0.99994886  =   0.99991371
 FD1414!UTM  16      -   0.99996485  x   0.99963064  =   0.99959550
 FD1414
 FD1414:                Primary Azimuth Mark                     Grid Az
 FD1414:SPC TN       -  MURFREESBORO RAD STA WMTS MAST           024 18 09.8
 FD1414:UTM  16      -  MURFREESBORO RAD STA WMTS MAST           023 43 03.7
 FD1414
 FD1414|---------------------------------------------------------------------|
 FD1414| PID    Reference Object                     Distance      Geod. Az  |
 FD1414|                                                           dddmmss.s |
 FD1414| FD1419 MURFREESBORO RAD STA WMTS MAST      APPROX. 7.0 KM 0240225.0 |
 FD1414| CG5526 BARFIELD RM 1                        20.096 METERS 02417     |
 FD1414| FD1417 MURFREESBORO N MUNICIPAL TANK       APPROX.10.1 KM 0255822.0 |
 FD1414| FD1415 MURFREESBORO CARNATION CO STK       APPROX. 8.8 KM 0281918.3 |
 FD1414| FD1418 MURFREESBORO RAD STA WGNS MAST      APPROX. 8.5 KM 0375232.6 |
 FD1414| FD1420 MURFREESBORO S MUNICIPAL TANK       APPROX.10.0 KM 0384337.6 |
 FD1414| FD1413 AIRWAY BEACON 19                    APPROX. 5.2 KM 1054319.3 |
 FD1414| CG5525 BARFIELD AZ MK                                     2800332.5 |
 FD1414| CG5527 BARFIELD RM 2                        31.744 METERS 29310     |
 FD1414|---------------------------------------------------------------------|
 FD1414
 FD1414                          SUPERSEDED SURVEY CONTROL
 FD1414
 FD1414  NAD 83(1995)-  35 46 45.52178(N)    086 26 53.82342(W) AD(       ) 2
 FD1414  NAD 83(1986)-  35 46 45.52687(N)    086 26 53.82122(W) AD(       ) 2
 FD1414  NAD 27      -  35 46 45.28700(N)    086 26 53.85800(W) AD(       ) 2
 FD1414  NGVD 29 (07/19/86)  252.5    (m)          828.     (f) VERT ANG       
 FD1414
 FD1414.Superseded values are not recommended for survey control.
 FD1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1414.See file dsdata.txt to determine how the superseded data were derived.
 FD1414
 FD1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4986359612(NAD 83)
 FD1414_MARKER: DS = TRIANGULATION STATION DISK
 FD1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1414
 FD1414  HISTORY     - Date     Condition        Report By
 FD1414  HISTORY     - 1934     MONUMENTED       CGS
 FD1414  HISTORY     - 1960     GOOD             CGS
 FD1414
 FD1414                          STATION DESCRIPTION
 FD1414
 FD1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1414'ABOUT 2-3/4 MILES SOUTHEAST OF SALEM POST OFFICE, ON TOP OF WHAT IS
 FD1414'KNOWN LOCALLY AS
 FD1414'BARFIELD HILL, ON PROPERTY OF T B YEARGAN, AND 8.9
 FD1414'FEET WEST OF 8 INCH HACKBERRY TREE
 FD1414'WITH TRIANGULAR BLAZE.  TO REACH
 FD1414'FROM COURTHOUSE IN MURFREESBORO, GO WEST 2.85 MILES
 FD1414'ON STATE ROUTE 99
 FD1414'(OR 0.2 MILE AFTER CROSSING STONES RIVER BRIDGE) TO T-ROAD LEFT, TURN
 FD1414'LEFT ONTO GRAVEL
 FD1414'ROAD AND GO 2.55 MILES TO T-ROAD RIGHT AT BLACKSMITH
 FD1414'SHOP IN BARFIELD, TURN RIGHT AND GO
 FD1414'0.9 MILE TO T-ROAD LEFT JUST
 FD1414'BEYOND MAIL BOX OF O S DAMRON, TURN LEFT AND GO 0.95
 FD1414'MILE TO WOODEN
 FD1414'GATE ON EACH SIDE OF ROAD AND END OF TRUCK TRAVEL, AND FROM HERE
 FD1414'FOLLOW WAGON ROAD
 FD1414'THROUGH GATE ON LEFT TO TOP OF HILL AND STATION
 FD1414'SITE.  SURFACE AND UNDER GROUND
 FD1414'MARKS ARE STANDARD STATION DISKS IN
 FD1414'CONCRETE.  REFERENCE AND AZIMUTH
 FD1414'MARKS ARE STANDARD
 FD1414'REFERENCE DISKS IN CONCRETE.  NO 1 IS AT ABOUT SAME
 FD1414'ELEVATION AS AND
 FD1414'66.00 FEET FROM STATION.
 FD1414'NO 2 IS ON DOWN SLOPE OF
 FD1414'HILL AND 104.17 FEET FROM STATION.
 FD1414'AZIMUTH MARK IS
 FD1414'ON SOUTH SIDE OF
 FD1414'ARMSTRONG VALLEY ROAD, ON PROPERTY OF T B YEARGAN, AND 0.3 MILE FROM
 FD1414'STATION.
 FD1414'FOLLOWING
 FD1414'DISTANCES AND BEARINGS ARE FROM
 FD1414'STATION- MURFREESBORO, BLACK WATER
 FD1414'TANK, BALL ON TOP, 6.2 MILES, N 38 DEG 44 MIN E, AND
 FD1414'AIRWAY BEACON NO 19 (SEE DESCRIPTION THEREOF), IS 3.2 MILES,
 FD1414'S 74 DEG 16 MIN E.
 FD1414
 FD1414                          STATION RECOVERY (1960)
 FD1414
 FD1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SHL)
 FD1414'THE STATION MARK, REFERENCE MARK NO 1, AND REFERENCE MARK NO 2 WERE
 FD1414'RECOVERED AND FOUND IN
 FD1414'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FD1414'WAS NOT FOUND.  IT IS BELIEVED
 FD1414'TOTALLY DESTROYED.  THIS PARTY
 FD1414'ESTABLISHED A NEW AZIMUTH MARK.  FOLLOWING IS A
 FD1414'NEW AND COMPLETE
 FD1414'DESCRIPTION.
 FD1414'
 FD1414'THE STATION IS LOCATED ON THE PROPERTY OF MR O B YEARGAN, ABOUT 6
 FD1414'MILES SOUTHWEST OF
 FD1414'MURFREESBORO, AND ON A TIMBERED HILL LOCALLY KNOWN AS
 FD1414'BARFIELD HILL.
 FD1414'
 FD1414'TO REACH THE STATION FROM THE COURT HOUSE IN MURFREESBORO, GO
 FD1414'SOUTHWEST, ON STATE
 FD1414'HIGHWAY 99 FOR 2.65 MILES TO THE STONES RIVER BRIDGE, CONTINUE
 FD1414'FOR 0.2 MILE TO A SIDE
 FD1414'ROAD LEFT.  TURN LEFT, ON A HARD SURFACE ROAD
 FD1414'AND GO 2.55 MILES TO A SIDE ROAD RIGHT,
 FD1414'AT J W DELBRIDGE GENERAL
 FD1414'STORE.  TURN RIGHT, AND GO 0.9 MILE TO A SIDE ROAD LEFT,
 FD1414'JUST BEYOND MR C
 FD1414'C DAMRONS MAIL BOX.  TURN LEFT, AND GO 0.95 MILE TO A WOODEN
 FD1414'GATE ON THE LEFT.  TURN
 FD1414'LEFT, PASS THROUGH GATE AND GO 0.1 MILE TO
 FD1414'AN OLD BARN.  TURN LEFT, AT THE OLD BARN
 FD1414'AND ENTER THE WOODS ON A DIM
 FD1414'TRACK ROAD AND GO A DISTANCE OF ABOUT 0.4 MILE TO THE
 FD1414'SUMMIT AND THE
 FD1414'STATION.
 FD1414'
 FD1414'TO REACH THE AZIMUTH MARK FROM THE WOODEN GATE, CONTINUE WEST ON THE
 FD1414'HARD SURFACE ROAD FOR
 FD1414'0.15 MILE TO A CURVE IN THE ROAD TO THE RIGHT AND
 FD1414'THE AZIMUTH MARK ON THE LEFT.
 FD1414'
 FD1414'THE STATION MARK IS A STANDARD DISK, STAMPED BARFIELD 1934, SET IN A
 FD1414'CONCRETE MONUMENT, AND
 FD1414'PROJECTS 8 INCHES.  IT IS 9 FEET WEST OF A 12-INCH TREE
 FD1414'AND 2.4 FEET SOUTHWEST OF A
 FD1414'WITNESS SIGN.
 FD1414'
 FD1414'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BARFIELD NO 1 1934,
 FD1414'SET IN A CONCRETE
 FD1414'MONUMENT, AND PROJECTS 6 INCHES.  IT IS 5 FEET SOUTH OF A
 FD1414'14-INCH TREE AND ABOUT 1
 FD1414'FOOT LOWER THAN THE STATION MARK.
 FD1414'
 FD1414'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BARFIELD NO 2 1934,
 FD1414'SET IN A CONCRETE
 FD1414'MONUMENT, AND PROJECTS 5 INCHES.  IT IS 16 FEET
 FD1414'SOUTHEAST OF A 12-INCH TREE AND
 FD1414'ABOUT 3 FEET LOWER THAN THE STATION
 FD1414'MARK.
 FD1414'
 FD1414'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BARFIELD 1934 RESET
 FD1414'1960, SET IN A
 FD1414'CONCRETE MONUMENT, AND SET FLUSH.  IT IS 31 FEET SOUTH
 FD1414'OF THE CENTER OF A HARD SURFACE
 FD1414'ROAD, 2.1 FEET WEST OF A WITNESS
 FD1414'SIGN, AND 1 FOOT SOUTH OF A WIRE FENCE.
 FD1414'
 FD1414'HEIGHT OF LIGHT ABOVE STATION MARK WAS 18.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0736 ***********************************************************************
 GB0736  DESIGNATION -  BARK
 GB0736  PID         -  GB0736
 GB0736  STATE/COUNTY-  TN/ANDERSON
 GB0736  USGS QUAD   -  CLINTON (1990)
 GB0736
 GB0736                         *CURRENT SURVEY CONTROL
 GB0736  ___________________________________________________________________
 GB0736* NAD 83(1995)-  36 02 49.25243(N)    084 14 52.16813(W)     ADJUSTED  
 GB0736* NAVD 88     -       245.201  (meters)     804.46   (feet)  ADJUSTED  
 GB0736  ___________________________________________________________________
 GB0736  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 GB0736  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0736  DYNAMIC HT  -         244.977 (meters)     803.73  (feet)  COMP
 GB0736  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 GB0736
 GB0736  HORZ ORDER  -  SECOND
 GB0736  VERT ORDER  -  SECOND    CLASS 0
 GB0736
 GB0736.The horizontal coordinates were established by classical geodetic methods
 GB0736.and adjusted by the National Geodetic Survey in April 1999..
 GB0736
 GB0736.The orthometric height was determined by differential leveling
 GB0736.and adjusted by the National Geodetic Survey in June 1991..
 GB0736
 GB0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0736
 GB0736.The geoid height was determined by GEOID03.
 GB0736
 GB0736.The dynamic height is computed by dividing the NAVD 88
 GB0736.geopotential number by the normal gravity value computed on the
 GB0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0736.degrees latitude (g = 980.6199 gals.).
 GB0736
 GB0736.The modeled gravity was interpolated from observed gravity values.
 GB0736
 GB0736;                    North         East     Units Scale Factor Converg.
 GB0736;SPC TN       -   191,545.190   757,873.288   MT  0.99995528   +1 01 32.9
 GB0736;SPC TN       -   628,427.84  2,486,455.95   sFT  0.99995528   +1 01 32.9
 GB0736;UTM  16      - 3,992,668.613   747,929.287   MT  1.00035747   +1 37 13.2
 GB0736
 GB0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0736!SPC TN       -   0.99996628  x   0.99995528  =   0.99992157
 GB0736!UTM  16      -   0.99996628  x   1.00035747  =   1.00032374
 GB0736
 GB0736:                Primary Azimuth Mark                     Grid Az
 GB0736:SPC TN       -  KILE                                     038 47 19.8
 GB0736:UTM  16      -  KILE                                     038 11 39.5
 GB0736
 GB0736|---------------------------------------------------------------------|
 GB0736| PID    Reference Object                     Distance      Geod. Az  |
 GB0736|                                                           dddmmss.s |
 GB0736| GB2551 KILE                                APPROX. 3.6 KM 0394852.7 |
 GB0736| GB0735 BARK RM 1                            24.220 METERS 04534     |
 GB0736| GB0738 BARK AZ MK                                         2265153.7 |
 GB0736| GB0737 BARK RM 2                            23.187 METERS 23558     |
 GB0736|---------------------------------------------------------------------|
 GB0736
 GB0736                          SUPERSEDED SURVEY CONTROL
 GB0736
 GB0736  NAD 83(1995)-  36 02 49.25852(N)    084 14 52.16891(W) AD(       ) 2
 GB0736  NAD 83(1995)-  36 02 49.25833(N)    084 14 52.16807(W) AD(       ) 2
 GB0736  NAD 83(1986)-  36 02 49.26494(N)    084 14 52.16600(W) AD(       ) 2
 GB0736  NAD 27      -  36 02 48.98336(N)    084 14 52.44664(W) AD(       ) 2
 GB0736  NGVD 29 (??/??/92)  245.336  (m)          804.91   (f) ADJ UNCH    2 0
 GB0736
 GB0736.Superseded values are not recommended for survey control.
 GB0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0736.See file dsdata.txt to determine how the superseded data were derived.
 GB0736
 GB0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4792992669(NAD 83)
 GB0736_MARKER: DD = SURVEY DISK
 GB0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0736_STAMPING: BARK 1964
 GB0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0736+STABILITY: SURFACE MOTION
 GB0736
 GB0736  HISTORY     - Date     Condition        Report By
 GB0736  HISTORY     - 1965     MONUMENTED       TNHD
 GB0736  HISTORY     - 1965     GOOD             TNHD
 GB0736
 GB0736                          STATION DESCRIPTION
 GB0736
 GB0736'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB0736'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF CLINTON AND ABOUT 6
 GB0736'MILES EAST OF
 GB0736'OLIVER SPRINGS.
 GB0736'
 GB0736'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 GB0736'STATE ROUTE 95, 5
 GB0736'MILES SOUTHWEST OF CLINTON, GO NORTHWESTERLY ON
 GB0736'STATE ROUTE 61 FOR 3.6 MILES TO THE
 GB0736'STATION ON THE RIGHT.
 GB0736'
 GB0736'THE STATION IS 37 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0736'ROUTE 61, 76 FEET
 GB0736'SOUTHEAST OF THE SOUTH RAIL OF THE L AND N RAILROAD AND
 GB0736'13.5 FEET SOUTHWEST OF A METAL
 GB0736'WITNESS POST WITH SIGN.
 GB0736'
 GB0736'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB0736'DEPARTMENT DISKS
 GB0736'AND THE DISKS ARE STAMPED BARK 1964.  THE
 GB0736'UNDERGROUND MARK IS ABOUT 30 INCHES
 GB0736'BELOW THE SURFACE.  THE SURFACE
 GB0736'DISK IS SET IN A 10-INCH SQUARE, FLUSH CONCRETE
 GB0736'MONUMENT.
 GB0736'
 GB0736'REFERENCE MARK NO. 1 IS 70 FEET SOUTHEAST OF THE SOUTH RAIL OF THE
 GB0736'L AND N RAILROAD AND
 GB0736'44 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0736'ROUTE 61.  IT IS A STANDARD
 GB0736'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0736'A 10-INCH SQUARE, FLUSH CONCRETE MONUMENT AND
 GB0736'THE DISK IS STAMPED
 GB0736'BARK RM-1 1964.
 GB0736'
 GB0736'REFERENCE MARK NO. 2 IS 75 FEET SOUTHEAST OF THE SOUTH RAIL OF THE
 GB0736'L AND N RAILROAD, 45
 GB0736'FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GB0736'ROUTE 61 AND 26 FEET SOUTH OF A
 GB0736'6-INCH BIRCH TREE.  IT IS A STANDARD
 GB0736'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0736'SQUARE, FLUSH
 GB0736'CONCRETE MONUMENT AND THE DISK IS STAMPED BARK RM-2 1964.
 GB0736'
 GB0736'THE AZIMUTH MARK IS 14 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0736'STATE ROUTE 61,
 GB0736'1.2 FEET NORTHEAST OF THE SOUTHWEST END OF A CONCRETE
 GB0736'CURB AND 1 FOOT NORTHWEST OF A
 GB0736'BRIDGE HANDRAIL.  IT IS A STANDARD
 GB0736'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 GB0736'DRILLED HOLE IN A
 GB0736'CONCRETE CURB.
 GB0736'
 GB0736'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 GB0736'ON STATE ROUTE 61
 GB0736'FOR 0.1 MILE TO A CONCRETE BRIDGE AND THE AZIMUTH
 GB0736'MARK AS DESCRIBED.
 GB0736'
 GB0736'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB0736'
 GB0736'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB0736
 GB0736                          STATION RECOVERY (1965)
 GB0736
 GB0736'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0736'6 MI E FROM OLIVER SPRINGS.
 GB0736'FROM THE INTERSECTION OF STATE ROUTE 61 AND STATE ROUTE 95, 5
 GB0736'MILES SOUTHWEST OF CLINTON, GO NORTHWESTERLY ON STATE ROUTE 61
 GB0736'FOR 3.6 MILES TO THE MARK ON THE RIGHT, 37 FEET NORTHWEST OF THE
 GB0736'APPROXIMATE CENTER OF STATE ROUTE 61, 76 FEET SOUTHEAST OF THE
 GB0736'SOUTH RAIL OF THE L AND N RAILROAD AND 13.5 FEET SOUTHWEST OF A
 GB0736'METAL WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0736'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GB0736'STAMPED BARK 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0738 ***********************************************************************
 GB0738  DESIGNATION -  BARK AZ MK
 GB0738  PID         -  GB0738
 GB0738  STATE/COUNTY-  TN/ANDERSON
 GB0738  USGS QUAD   -  CLINTON (1990)
 GB0738
 GB0738                         *CURRENT SURVEY CONTROL
 GB0738  ___________________________________________________________________
 GB0738* NAD 83(1986)-  36 02 44.     (N)    084 14 58.     (W)     SCALED    
 GB0738* NAVD 88     -       245.960  (meters)     806.95   (feet)  ADJUSTED  
 GB0738  ___________________________________________________________________
 GB0738  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0738  DYNAMIC HT  -         245.736 (meters)     806.22  (feet)  COMP
 GB0738  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GB0738
 GB0738  VERT ORDER  -  SECOND    CLASS 0
 GB0738
 GB0738.The horizontal coordinates were scaled from a topographic map and have
 GB0738.an estimated accuracy of +/- 6 seconds.
 GB0738
 GB0738.The orthometric height was determined by differential leveling
 GB0738.and adjusted by the National Geodetic Survey in June 1991..
 GB0738
 GB0738.The geoid height was determined by GEOID03.
 GB0738
 GB0738.The dynamic height is computed by dividing the NAVD 88
 GB0738.geopotential number by the normal gravity value computed on the
 GB0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0738.degrees latitude (g = 980.6199 gals.).
 GB0738
 GB0738.The modeled gravity was interpolated from observed gravity values.
 GB0738
 GB0738;                    North         East    Units  Estimated Accuracy
 GB0738;SPC TN       -   191,380.      757,730.      MT  (+/- 180 meters Scaled)
 GB0738
 GB0738                          SUPERSEDED SURVEY CONTROL
 GB0738
 GB0738  NGVD 29 (??/??/??)  246.13   (m)          807.5    (f) RESET       3  
 GB0738
 GB0738.Superseded values are not recommended for survey control.
 GB0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0738.See file dsdata.txt to determine how the superseded data were derived.
 GB0738
 GB0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE477925(NAD 83)
 GB0738_MARKER: DZ = AZIMUTH MARK DISK
 GB0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0738_SP_SET: CURB
 GB0738_STAMPING: BARK AZI 1964
 GB0738_MARK LOGO: TNHD  
 GB0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0738
 GB0738  HISTORY     - Date     Condition        Report By
 GB0738  HISTORY     - 1964     MONUMENTED       TNHD
 GB0738  HISTORY     - 1965     GOOD             TNHD
 GB0738
 GB0738                          STATION DESCRIPTION
 GB0738
 GB0738'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0738'6 MI E FROM OLIVER SPRINGS.
 GB0738'FROM THE INTERSECTION OF STATE ROUTE 61 AND STATE ROUTE
 GB0738'95, 5 MILES SOUTHWEST OF CLINTON, GO NORTHWESTERLY ON STATE ROUTE
 GB0738'61 FOR 3.7 MILES TO THE MARK ON THE LEFT, 14 FEET SOUTHEAST
 GB0738'OF THE APPROXIMATE CENTER OF STATE ROUTE 61, 1.2 FEET NORTHEAST
 GB0738'OF THE SOUTHWEST END OF A CONCRETE CURB AND 1 FOOT NORTHWEST OF
 GB0738'A BRIDGE HAND RAIL.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0738'DISK CEMENTED FLUSH, IN A DRILLED HOLE IN A CONCRETE CURB, STAMPED
 GB0738'BARK AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0735 ***********************************************************************
 GB0735  DESIGNATION -  BARK RM 1
 GB0735  PID         -  GB0735
 GB0735  STATE/COUNTY-  TN/ANDERSON
 GB0735  USGS QUAD   -  CLINTON (1990)
 GB0735
 GB0735                         *CURRENT SURVEY CONTROL
 GB0735  ___________________________________________________________________
 GB0735* NAD 83(1986)-  36 02 49.     (N)    084 14 53.     (W)     SCALED    
 GB0735* NAVD 88     -       245.763  (meters)     806.31   (feet)  ADJUSTED  
 GB0735  ___________________________________________________________________
 GB0735  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0735  DYNAMIC HT  -         245.539 (meters)     805.57  (feet)  COMP
 GB0735  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 GB0735
 GB0735  VERT ORDER  -  SECOND    CLASS 0
 GB0735
 GB0735.The horizontal coordinates were scaled from a topographic map and have
 GB0735.an estimated accuracy of +/- 6 seconds.
 GB0735
 GB0735.The orthometric height was determined by differential leveling
 GB0735.and adjusted by the National Geodetic Survey in June 1991..
 GB0735
 GB0735.The geoid height was determined by GEOID03.
 GB0735
 GB0735.The dynamic height is computed by dividing the NAVD 88
 GB0735.geopotential number by the normal gravity value computed on the
 GB0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0735.degrees latitude (g = 980.6199 gals.).
 GB0735
 GB0735.The modeled gravity was interpolated from observed gravity values.
 GB0735
 GB0735;                    North         East    Units  Estimated Accuracy
 GB0735;SPC TN       -   191,540.      757,850.      MT  (+/- 180 meters Scaled)
 GB0735
 GB0735                          SUPERSEDED SURVEY CONTROL
 GB0735
 GB0735  NGVD 29 (??/??/92)  245.899  (m)          806.75   (f) ADJ UNCH    2 0
 GB0735
 GB0735.Superseded values are not recommended for survey control.
 GB0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0735.See file dsdata.txt to determine how the superseded data were derived.
 GB0735
 GB0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE479926(NAD 83)
 GB0735_MARKER: DR = REFERENCE MARK DISK
 GB0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0735_STAMPING: BARK RM-1 1964
 GB0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0735+STABILITY: SURFACE MOTION
 GB0735
 GB0735  HISTORY     - Date     Condition        Report By
 GB0735  HISTORY     - 1964     MONUMENTED       TNHD
 GB0735  HISTORY     - 1965     GOOD             TNHD
 GB0735
 GB0735                          STATION DESCRIPTION
 GB0735
 GB0735'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0735'6 MI E FROM OLIVER SPRINGS.
 GB0735'AT THE BARK 1964 STATION SITE, 70 FEET SOUTHEAST OF THE SOUTH RAIL
 GB0735'OF THE L AND N RAILROAD AND 44 FEET NORTHWEST OF THE APPROXIMATE
 GB0735'CENTER OF STATE ROUTE 61.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0735'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GB0735'STAMPED BARK RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0737 ***********************************************************************
 GB0737  DESIGNATION -  BARK RM 2
 GB0737  PID         -  GB0737
 GB0737  STATE/COUNTY-  TN/ANDERSON
 GB0737  USGS QUAD   -  CLINTON (1990)
 GB0737
 GB0737                         *CURRENT SURVEY CONTROL
 GB0737  ___________________________________________________________________
 GB0737* NAD 83(1986)-  36 02 49.     (N)    084 14 52.     (W)     SCALED    
 GB0737* NAVD 88     -       245.015  (meters)     803.85   (feet)  ADJUSTED  
 GB0737  ___________________________________________________________________
 GB0737  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0737  DYNAMIC HT  -         244.791 (meters)     803.12  (feet)  COMP
 GB0737  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 GB0737
 GB0737  VERT ORDER  -  SECOND    CLASS 0
 GB0737
 GB0737.The horizontal coordinates were scaled from a topographic map and have
 GB0737.an estimated accuracy of +/- 6 seconds.
 GB0737
 GB0737.The orthometric height was determined by differential leveling
 GB0737.and adjusted by the National Geodetic Survey in June 1991..
 GB0737
 GB0737.The geoid height was determined by GEOID03.
 GB0737
 GB0737.The dynamic height is computed by dividing the NAVD 88
 GB0737.geopotential number by the normal gravity value computed on the
 GB0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0737.degrees latitude (g = 980.6199 gals.).
 GB0737
 GB0737.The modeled gravity was interpolated from observed gravity values.
 GB0737
 GB0737;                    North         East    Units  Estimated Accuracy
 GB0737;SPC TN       -   191,540.      757,880.      MT  (+/- 180 meters Scaled)
 GB0737
 GB0737                          SUPERSEDED SURVEY CONTROL
 GB0737
 GB0737  NGVD 29 (??/??/92)  245.150  (m)          804.30   (f) ADJ UNCH    2 0
 GB0737
 GB0737.Superseded values are not recommended for survey control.
 GB0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0737.See file dsdata.txt to determine how the superseded data were derived.
 GB0737
 GB0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE479926(NAD 83)
 GB0737_MARKER: DR = REFERENCE MARK DISK
 GB0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0737_STAMPING: BARK RM-2 1964
 GB0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0737+STABILITY: SURFACE MOTION
 GB0737
 GB0737  HISTORY     - Date     Condition        Report By
 GB0737  HISTORY     - 1964     MONUMENTED       TNHD
 GB0737  HISTORY     - 1965     GOOD             TNHD
 GB0737
 GB0737                          STATION DESCRIPTION
 GB0737
 GB0737'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0737'6 MI E FROM OLIVER SPRINGS.
 GB0737'AT THE BARK 1964 STATION SITE, 75 FEET SOUTHEAST OF THE SOUTH
 GB0737'RAIL OF THE L AND N RAILROAD, 45 FEET NORTHWEST OF THE
 GB0737'APPROXIMATE CENTER OF STATE ROUTE 61 AND 26 FEET SOUTH OF A
 GB0737'6-INCH BIRCH TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0737'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GB0737'BARK RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1459 ***********************************************************************
 FD1459  DESIGNATION -  BARLAR
 FD1459  PID         -  FD1459
 FD1459  STATE/COUNTY-  TN/GILES
 FD1459  USGS QUAD   -  TARPLEY (1982)
 FD1459
 FD1459                         *CURRENT SURVEY CONTROL
 FD1459  ___________________________________________________________________
 FD1459* NAD 83(1995)-  35 12 55.72308(N)    086 59 51.33626(W)     ADJUSTED  
 FD1459* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 FD1459  ___________________________________________________________________
 FD1459  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FD1459  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1459
 FD1459  HORZ ORDER  -  SECOND
 FD1459
 FD1459.The horizontal coordinates were established by classical geodetic methods
 FD1459.and adjusted by the National Geodetic Survey in April 1999..
 FD1459
 FD1459.The orthometric height was scaled from a topographic map.
 FD1459
 FD1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1459
 FD1459.The geoid height was determined by GEOID03.
 FD1459
 FD1459;                    North         East     Units Scale Factor Converg.
 FD1459;SPC TN       -    98,337.486   509,171.907   MT  1.00000627   -0 35 02.5
 FD1459;SPC TN       -   322,628.90  1,670,508.16   sFT  1.00000627   -0 35 02.5
 FD1459;UTM  16      - 3,896,939.254   500,219.028   MT  0.99960000   +0 00 05.0
 FD1459
 FD1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1459!SPC TN       -   0.99995505  x   1.00000627  =   0.99996132
 FD1459!UTM  16      -   0.99995505  x   0.99960000  =   0.99955507
 FD1459
 FD1459|---------------------------------------------------------------------|
 FD1459| PID    Reference Object                     Distance      Geod. Az  |
 FD1459|                                                           dddmmss.s |
 FD1459| CG5533 BARLAR RM 2                          39.563 METERS 17857     |
 FD1459| FD1538 PULASKI OLD MASSEY SCH SPIRE        APPROX. 2.7 KM 2311548.5 |
 FD1459| CG5531 BARLAR AZ MK                                       2323547.2 |
 FD1459| FD1536 PULASKI BLACK WOODEN MUN TANK       APPROX. 4.4 KM 2352129.1 |
 FD1459| FD1537 PULASKI GILES CO CTHSE FINIAL       APPROX. 3.5 KM 2400827.1 |
 FD1459| CG5532 BARLAR RM 1                          30.922 METERS 28052     |
 FD1459|---------------------------------------------------------------------|
 FD1459
 FD1459                          SUPERSEDED SURVEY CONTROL
 FD1459
 FD1459  NAD 83(1995)-  35 12 55.72459(N)    086 59 51.33673(W) AD(       ) 2
 FD1459  NAD 83(1995)-  35 12 55.72923(N)    086 59 51.33882(W) AD(       ) 2
 FD1459  NAD 83(1986)-  35 12 55.73261(N)    086 59 51.33796(W) AD(       ) 2
 FD1459  NAD 27      -  35 12 55.44600(N)    086 59 51.31400(W) AD(       ) 2
 FD1459
 FD1459.Superseded values are not recommended for survey control.
 FD1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1459.See file dsdata.txt to determine how the superseded data were derived.
 FD1459
 FD1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0021996939(NAD 83)
 FD1459_MARKER: DS = TRIANGULATION STATION DISK
 FD1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1459
 FD1459  HISTORY     - Date     Condition        Report By
 FD1459  HISTORY     - 1934     MONUMENTED       CGS
 FD1459  HISTORY     - 1962     GOOD             CGS
 FD1459
 FD1459                          STATION DESCRIPTION
 FD1459
 FD1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1459'ABOUT 2.5 MILES NORTHEAST OF PULASKI, 5.5 MILES EAST-SOUTHEAST OF
 FD1459'WALES RAILROAD
 FD1459'STATION, 0.2 MILES EAST OF STATE ROUTE 11, AND ON
 FD1459'PROPERTY LINE OF MRS J L BARLAR
 FD1459'AND J M BARLAR.  TO REACH FROM
 FD1459'COURTHOUSE IN PULASKI, GO NORTH 0.5 MILE ON U S
 FD1459'ROUTE 31 TO JUNCTION
 FD1459'WITH STATE ROUTE 11, TURN RIGHT (EAST) AND GO 1.9 MILES ON ROUTE
 FD1459'11, TURN RIGHT
 FD1459'THROUGH GATE AT SMALL STORE, FOLLOW FARM ROAD EAST 0.2
 FD1459'MILE TO HOUSE AND THEN NORTH
 FD1459'0.2 MILE TO FENCE LINE AND STATION SITE.
 FD1459'STATION IS NEAR NORTHEAST EDGE OF PASTURE, 0.3
 FD1459'MILE NORTHEAST OF J C
 FD1459'BARLARS HOUSE, AND 0.15 MILE NORTH OF SMALL CEMETERY.  SURFACE
 FD1459'AND UNDERGROUND
 FD1459'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FD1459'REFERENCE AND
 FD1459'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FD1459'IN CONCRETE.  NO 1 IS IN PASTURE,
 FD1459'4.5 FEET SOUTH OF WIRE
 FD1459'FENCE AND CULTIVATED FIELD, AND 101.45 FEET FROM STATION
 FD1459'N 79 DEG 08 MIN W.
 FD1459'NO 2 IS IN PASTURE, ABOUT 175 YARDS NORTH OF SMALL
 FD1459'CEMETERY, AND 129.80 FEET
 FD1459'FROM STATION S 01 DEG 03 MIN E.
 FD1459'DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO
 FD1459'2 IS 180.40 FEET.
 FD1459'AZIMUTH MARK IS AT WEST EDGE OF PASTURE, ABOUT 100 YARDS EAST
 FD1459'OF J C BARLARS
 FD1459'HOUSE, 10 FEET WEST OF FARM ROAD, AND 0.3 MILE FROM STATION
 FD1459'S 52 DEG 35 MIN W.
 FD1459
 FD1459                          STATION RECOVERY (1962)
 FD1459
 FD1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1815 ***********************************************************************
 FC1815  DESIGNATION -  BARNARD
 FC1815  PID         -  FC1815
 FC1815  STATE/COUNTY-  TN/ROANE
 FC1815  USGS QUAD   -  PATTIE GAP (1990)
 FC1815
 FC1815                         *CURRENT SURVEY CONTROL
 FC1815  ___________________________________________________________________
 FC1815* NAD 83(1995)-  35 43 56.85966(N)    084 35 53.30517(W)     ADJUSTED  
 FC1815* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 FC1815  ___________________________________________________________________
 FC1815  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FC1815  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC1815
 FC1815  HORZ ORDER  -  SECOND
 FC1815
 FC1815.The horizontal coordinates were established by classical geodetic methods
 FC1815.and adjusted by the National Geodetic Survey in April 1999..
 FC1815
 FC1815.The orthometric height was scaled from a topographic map.
 FC1815
 FC1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1815
 FC1815.The geoid height was determined by GEOID03.
 FC1815
 FC1815;                    North         East     Units Scale Factor Converg.
 FC1815;SPC TN       -   156,139.989   726,811.697   MT  0.99994997   +0 49 14.5
 FC1815;SPC TN       -   512,269.28  2,384,548.04   sFT  0.99994997   +0 49 14.5
 FC1815;UTM  16      - 3,956,935.021   717,223.104   MT  1.00018149   +1 24 11.7
 FC1815
 FC1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1815!SPC TN       -   0.99994310  x   0.99994997  =   0.99989308
 FC1815!UTM  16      -   0.99994310  x   1.00018149  =   1.00012458
 FC1815
 FC1815|---------------------------------------------------------------------|
 FC1815| PID    Reference Object                     Distance      Geod. Az  |
 FC1815|                                                           dddmmss.s |
 FC1815| CZ4253 BARNARD RM 1                         27.898 METERS 03928     |
 FC1815| CZ4254 BARNARD RM 2                         28.444 METERS 18850     |
 FC1815| CZ4252 BARNARD AZ MK                                      2970304.5 |
 FC1815|---------------------------------------------------------------------|
 FC1815
 FC1815                          SUPERSEDED SURVEY CONTROL
 FC1815
 FC1815  NAD 83(1995)-  35 43 56.86587(N)    084 35 53.30637(W) AD(       ) 2
 FC1815  NAD 83(1986)-  35 43 56.87074(N)    084 35 53.30512(W) AD(       ) 2
 FC1815  NAD 27      -  35 43 56.60700(N)    084 35 53.53400(W) AD(       ) 2
 FC1815
 FC1815.Superseded values are not recommended for survey control.
 FC1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1815.See file dsdata.txt to determine how the superseded data were derived.
 FC1815
 FC1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1722356935(NAD 83)
 FC1815_MARKER: DS = TRIANGULATION STATION DISK
 FC1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1815
 FC1815  HISTORY     - Date     Condition        Report By
 FC1815  HISTORY     - 1934     MONUMENTED       CGS
 FC1815  HISTORY     - 1949     GOOD             TVA
 FC1815  HISTORY     - 1958     MARK NOT FOUND   CGS
 FC1815
 FC1815                          STATION DESCRIPTION
 FC1815
 FC1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1815'ABOUT 2-1/2 MILES SOUTH OF BARNARDSVILLE, 2 MILES SOUTH OF BARNARD
 FC1815'NARROWS, NEAR OLD ABANDONED MINE, ON HIGHEST PART OF PEAK AT HEAD
 FC1815'OF HURRICANE CREEK, ON SMALL KNOB NEAR CENTER OF LONG NORTH-AND-SOUTH
 FC1815'RIDGE, AND ABOUT 1 MILE EAST OF STATE ROUTE 58. TO REACH FROM POST
 FC1815'OFFICE IN KINGSTON, FOLLOW STATE ROUTE 58 SOUTH 9.6 MILES, TURN EAST
 FC1815'ONTO GRAVEL ROAD THROUGH BARNARD NARROWS, GO 1.35 MILES, TURN
 FC1815'SOUTH AT CROSSROADS AND CONTINUE 2.15 MILES TO DIM ROAD LEADING
 FC1815'WEST ALONG RAILROAD GRADE (END OF TRUCK TRAVEL). FOLLOW ROAD ALONG
 FC1815'OLD RAILROAD GRADE WEST 0.2 MILE, TURN SOUTH ONTO ROUGH WAGON
 FC1815'ROAD AND GO 1/4 MILE TO SUMMIT AND STATION SITE 1/2 MILE WEST OF
 FC1815'COUNTY ROAD, 20.5 FEET EAST OF 8-INCH TRIANGLE-BLAZED PINE
 FC1815'TREE, AND ON WEST PROJECTION OF PATH TO SUMMIT. SURFACE AND
 FC1815'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 FC1815'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FC1815'CONCRETE, NO. 1 IS SLIGHTLY DOWN NORTHWEST SLOPE OF
 FC1815'KNOB AND 91.53 FEET FROM STATION N 39 DEG 28 MIN E. NO. 2 IS
 FC1815'NORTH OF PATH TO SUMMIT, SLIGHTLY DOWN NORTH SLOPE OF KNOB, AND
 FC1815'93.32 FEET FROM STATION S 8 DEG 50 MIN W.  AZIMUTH MARK IS ON
 FC1815'STATE ROUTE 58, 2.1 MILES SOUTH ALONG HIGHWAY FROM JUNCTION WITH
 FC1815'GRAVEL ROAD THROUGH BARNARD NARROWS, 200 YARDS NORTH-NORTHWEST OF
 FC1815'WHITE HOUSE, ON EDGE OF ORCHARD, 100 FEET SOUTH OF T-ROAD, 21.5 FEET
 FC1815'WEST OF CENTER OF HIGHWAY, AND 1 MILE FROM STATION
 FC1815'N 62 DEG 57 MIN W.
 FC1815
 FC1815                          STATION RECOVERY (1949)
 FC1815
 FC1815'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1815'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED BARNARD 1934.
 FC1815'STEEL POST WITH CONTROL MARKER SIGN SET AT THE S EDGE OF THE
 FC1815'STATION.
 FC1815'
 FC1815'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 FC1815'REFERENCE MARK 2
 FC1815'WAS NOT FOUND.
 FC1815'
 FC1815'AZIMUTH MARK RECOVERED IN GOOD CONDITION AND IS STAMPED BARNARD AZI
 FC1815'1934. LOCATED 24.0 FEET W OF THE CENTER LINE OF HIGHWAY 58, 28.5
 FC1815'FEET SW OF POWER POLE WITH ANCHOR WIRE, AND ABOUT 300 FEET SW OF
 FC1815'T-ROAD W. STEEL POST WITH CONTROL MARKER SIGN SET AT W EDGE OF
 FC1815'MONUMENT.
 FC1815
 FC1815                          STATION RECOVERY (1958)
 FC1815
 FC1815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FC1815'STATION SITE WAS VISITED BUT THE STATION MARK WAS NOT RECOVERED.
 FC1815'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 FC1815'CONDITION. THE STATION MARK AND REFERENCE MARK 1 HAVE BEEN DESTROYED
 FC1815'OR BURIED BY STRIP MINE OPERATIONS. A MORE THOROUGH SEARCH MAY
 FC1815'MAKE RECOVERY POSSIBLE. THE OLD DESCRIPTION TO REACH THE STATION IS
 FC1815'ADEQUATE. THERE IS NOW A LARGE STRIP MINE ABOUT 300 YARDS NORTH OF
 FC1815'THE STATION SITE AND ANOTHER ONE ABOUT 400 YARDS SOUTH OF THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0865 ***********************************************************************
 GC0865  DESIGNATION -  BARNES
 GC0865  PID         -  GC0865
 GC0865  STATE/COUNTY-  TN/CHEATHAM
 GC0865  USGS QUAD   -  FOREST GROVE (1994)
 GC0865
 GC0865                         *CURRENT SURVEY CONTROL
 GC0865  ___________________________________________________________________
 GC0865* NAD 83(1986)-  36 21 03.     (N)    086 56 02.     (W)     SCALED    
 GC0865* NAVD 88     -       236.431  (meters)     775.69   (feet)  ADJUSTED  
 GC0865  ___________________________________________________________________
 GC0865  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0865  DYNAMIC HT  -         236.229 (meters)     775.03  (feet)  COMP
 GC0865  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0865
 GC0865  VERT ORDER  -  SECOND    CLASS 0
 GC0865
 GC0865.The horizontal coordinates were scaled from a topographic map and have
 GC0865.an estimated accuracy of +/- 6 seconds.
 GC0865
 GC0865.The orthometric height was determined by differential leveling
 GC0865.and adjusted by the National Geodetic Survey in June 1991..
 GC0865
 GC0865.The geoid height was determined by GEOID03.
 GC0865
 GC0865.The dynamic height is computed by dividing the NAVD 88
 GC0865.geopotential number by the normal gravity value computed on the
 GC0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0865.degrees latitude (g = 980.6199 gals.).
 GC0865
 GC0865.The modeled gravity was interpolated from observed gravity values.
 GC0865
 GC0865;                    North         East    Units  Estimated Accuracy
 GC0865;SPC TN       -   224,240.      516,170.      MT  (+/- 180 meters Scaled)
 GC0865
 GC0865                          SUPERSEDED SURVEY CONTROL
 GC0865
 GC0865  NGVD 29 (??/??/92)  236.480  (m)          775.85   (f) ADJ UNCH    2 0
 GC0865
 GC0865.Superseded values are not recommended for survey control.
 GC0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0865.See file dsdata.txt to determine how the superseded data were derived.
 GC0865
 GC0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF059228(NAD 83)
 GC0865_MARKER: DD = SURVEY DISK
 GC0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0865_STAMPING: BARNES 1965
 GC0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0865+STABILITY: SURFACE MOTION
 GC0865
 GC0865  HISTORY     - Date     Condition        Report By
 GC0865  HISTORY     - 1965     MONUMENTED       TNHD
 GC0865
 GC0865                          STATION DESCRIPTION
 GC0865
 GC0865'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0865'6 MI SE FROM PLEASANT VIEW.
 GC0865'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49
 GC0865'AT PLEASANT VIEW, GO 6.25 MILES SOUTHEAST TO A PAVED ROAD ON
 GC0865'THE LEFT, CONTIUE STRAIGHT AHEAD ON U.S. HIGHWAY 41A FOR 0.25
 GC0865'MILE EAST TO NEW HOPE ROAD ON THE LEFT, TURN LEFT AND GO 0.2
 GC0865'MILE NORTH ON THE PAVED ROAD TO AN UNPAINTED FRAME HOUSE ON
 GC0865'THE RIGHT AND THE MARK ON THE RIGHT, 5 FEET SOUTHWEST OF A FENCE
 GC0865'POST, 4 FEET NORTH OF A 3-INCH CEDAR TREE AND 2 FEET WEST OF A
 GC0865'BARBED WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0865'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1408 ***********************************************************************
 FD1408  DESIGNATION -  BARNES
 FD1408  PID         -  FD1408
 FD1408  STATE/COUNTY-  TN/COFFEE
 FD1408  USGS QUAD   -  BEECHGROVE (1981)
 FD1408
 FD1408                         *CURRENT SURVEY CONTROL
 FD1408  ___________________________________________________________________
 FD1408* NAD 83(1995)-  35 40 22.62025(N)    086 10 18.28116(W)     ADJUSTED  
 FD1408* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 FD1408  ___________________________________________________________________
 FD1408  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FD1408  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD1408
 FD1408  HORZ ORDER  -  SECOND
 FD1408
 FD1408.The horizontal coordinates were established by classical geodetic methods
 FD1408.and adjusted by the National Geodetic Survey in April 1999..
 FD1408
 FD1408.The orthometric height was scaled from a topographic map.
 FD1408
 FD1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1408
 FD1408.The geoid height was determined by GEOID03.
 FD1408
 FD1408;                    North         East     Units Scale Factor Converg.
 FD1408;SPC TN       -   148,642.766   584,451.923   MT  0.99995233   -0 06 02.0
 FD1408;SPC TN       -   487,672.14  1,917,489.35   sFT  0.99995233   -0 06 02.0
 FD1408;UTM  16      - 3,947,990.780   574,956.518   MT  0.99966923   +0 28 58.9
 FD1408
 FD1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1408!SPC TN       -   0.99994189  x   0.99995233  =   0.99989422
 FD1408!UTM  16      -   0.99994189  x   0.99966923  =   0.99961114
 FD1408
 FD1408:                Primary Azimuth Mark                     Grid Az
 FD1408:SPC TN       -  BARNES RM 1 AZIMUTH                      002 25 43.6
 FD1408:UTM  16      -  BARNES RM 1 AZIMUTH                      001 50 42.7
 FD1408
 FD1408|---------------------------------------------------------------------|
 FD1408| PID    Reference Object                     Distance      Geod. Az  |
 FD1408|                                                           dddmmss.s |
 FD1408| CG5534 BARNES RM 1 AZIMUTH                                0021941.6 |
 FD1408| FD1429 AIRWAY BEACON 16                    APPROX.28.8 KM 1490110.7 |
 FD1408| CG5535 BARNES RM 2                          52.944 METERS 18810     |
 FD1408| CG5536 BARNES RM 3                          30.937 METERS 27603     |
 FD1408|---------------------------------------------------------------------|
 FD1408
 FD1408                          SUPERSEDED SURVEY CONTROL
 FD1408
 FD1408  NAD 83(1995)-  35 40 22.62616(N)    086 10 18.28223(W) AD(       ) 2
 FD1408  NAD 83(1986)-  35 40 22.63066(N)    086 10 18.28010(W) AD(       ) 2
 FD1408  NAD 27      -  35 40 22.37400(N)    086 10 18.30700(W) AD(       ) 2
 FD1408
 FD1408.Superseded values are not recommended for survey control.
 FD1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1408.See file dsdata.txt to determine how the superseded data were derived.
 FD1408
 FD1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7495747991(NAD 83)
 FD1408_MARKER: DS = TRIANGULATION STATION DISK
 FD1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1408
 FD1408  HISTORY     - Date     Condition        Report By
 FD1408  HISTORY     - 1934     MONUMENTED       CGS
 FD1408
 FD1408                          STATION DESCRIPTION
 FD1408
 FD1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1408'ABOUT 5 MILES NORTHEAST OF BEECH GROVE, ON PROPERTY OF J T BARNES, 30
 FD1408'YARDS SOUTHEAST OF
 FD1408'MR BARNES STORE, 11 YARDS EAST OF COUNTY ROAD TO
 FD1408'HOODOO, AND 20 YARDS SOUTH-SOUTHEAST
 FD1408'OF COUNTY ROAD JUNCTION.  TO
 FD1408'REACH FROM WOODBURY, GO SOUTH 12.7 MILES ON ROUTE 53 TO
 FD1408'HOLLOW
 FD1408'SPRINGS, CONTINUE STRAIGHT AHEAD AT CROSSROADS WHERE ROUTE 53 TURNS
 FD1408'EAST, AND CONTINUE
 FD1408'4.3 MILES ON MAIN-TRAVELED ROAD TO HOME OF MR
 FD1408'BARNES.  SURFACE AND UNDERGROUND
 FD1408'MARKS ARE STANDARD DISK STATION
 FD1408'MARKS IN CONCRETE.  REFERENCE
 FD1408'MARKS ARE STANDARD
 FD1408'REFERENCE DISKS IN CONCRETE.  NO 1 (AZIMUTH MARK) IS ON
 FD1408'PROPERTY OF
 FD1408'JOE GILLEY, ON EAST SIDE OF ROAD TO HOODOO, 8 YARDS EAST
 FD1408'OF GROUP OF 3 OAK TREES, 22
 FD1408'YARDS EAST OF COUNTY ROAD, AND ABOUT 1/4
 FD1408'MILE FROM STATION N 02 DEG 20 MIN E.
 FD1408'NO 2 IS 5 YARDS
 FD1408'EAST OF CENTER LINE OF COUNTY ROAD AND 173.7 FEET FROM STATION
 FD1408'S 8 DEG 10 MIN W.
 FD1408'NO 3 IS ACROSS COUNTY ROAD FROM STATION, 20
 FD1408'YARDS FROM CENTER LINE OF ROAD,
 FD1408'AND 101.5 FEET FROM STATION N 83 DEG 57 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2365 ***********************************************************************
 GB2365  DESIGNATION -  BARNES
 GB2365  PID         -  GB2365
 GB2365  STATE/COUNTY-  TN/PICKETT
 GB2365  USGS QUAD   -  DALE HOLLOW RESERVOIR SE (1968)
 GB2365
 GB2365                         *CURRENT SURVEY CONTROL
 GB2365  ___________________________________________________________________
 GB2365* NAD 83(1995)-  36 32 14.33437(N)    085 15 28.41562(W)     ADJUSTED  
 GB2365* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 GB2365  ___________________________________________________________________
 GB2365  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GB2365  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB2365
 GB2365  HORZ ORDER  -  SECOND
 GB2365
 GB2365.The horizontal coordinates were established by classical geodetic methods
 GB2365.and adjusted by the National Geodetic Survey in April 1999..
 GB2365
 GB2365.The orthometric height was scaled from a topographic map.
 GB2365
 GB2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2365
 GB2365.The geoid height was determined by GEOID03.
 GB2365
 GB2365;                    North         East     Units Scale Factor Converg.
 GB2365;SPC TN       -   244,788.882   666,455.180   MT  1.00002362   +0 26 04.1
 GB2365;SPC TN       -   803,111.52  2,186,528.37   sFT  1.00002362   +0 26 04.1
 GB2365;SPC KY1Z     - 1,022,756.417 1,544,074.744   MT  1.00017531   +0 18 07.7
 GB2365;SPC KY1Z     - 3,355,493.34  5,065,851.89   sFT  1.00017531   +0 18 07.7
 GB2365;SPC KY S     -   522,751.576   544,068.846   MT  1.00004136   +0 17 54.4
 GB2365;SPC KY S     - 1,715,060.80  1,784,999.21   sFT  1.00004136   +0 17 54.4
 GB2365;UTM  16      - 4,044,958.944   655,946.999   MT  0.99989963   +1 02 14.5
 GB2365
 GB2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2365!SPC TN       -   0.99995583  x   1.00002362  =   0.99997945
 GB2365!SPC KY1Z     -   0.99995583  x   1.00017531  =   1.00013114
 GB2365!SPC KY S     -   0.99995583  x   1.00004136  =   0.99999719
 GB2365!UTM  16      -   0.99995583  x   0.99989963  =   0.99985547
 GB2365
 GB2365:                Primary Azimuth Mark                     Grid Az
 GB2365:SPC TN       -  BARNES AZ MK                             017 10 26.7
 GB2365:SPC KY1Z     -  BARNES AZ MK                             017 18 23.1
 GB2365:SPC KY S     -  BARNES AZ MK                             017 18 36.4
 GB2365:UTM  16      -  BARNES AZ MK                             016 34 16.3
 GB2365
 GB2365|---------------------------------------------------------------------|
 GB2365| PID    Reference Object                     Distance      Geod. Az  |
 GB2365|                                                           dddmmss.s |
 GB2365| CG5537 BARNES AZ MK                                       0173630.8 |
 GB2365| GB2357 HUDDLESTON KNOB 2                   APPROX.12.9 KM 0832751.1 |
 GB2365| CG5538 BARNES RM 1                          25.944 METERS 17825     |
 GB2365| CG5539 BARNES RM 2                          23.104 METERS 25625     |
 GB2365|---------------------------------------------------------------------|
 GB2365
 GB2365                          SUPERSEDED SURVEY CONTROL
 GB2365
 GB2365  NAD 83(1995)-  36 32 14.33460(N)    085 15 28.41619(W) AD(       ) 2
 GB2365  NAD 83(1995)-  36 32 14.34458(N)    085 15 28.42022(W) AD(       ) 2
 GB2365  NAD 83(1986)-  36 32 14.34538(N)    085 15 28.42043(W) AD(       ) 2
 GB2365  NAD 27      -  36 32 14.11600(N)    085 15 28.56100(W) AD(       ) 2
 GB2365
 GB2365.Superseded values are not recommended for survey control.
 GB2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2365.See file dsdata.txt to determine how the superseded data were derived.
 GB2365
 GB2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5594744959(NAD 83)
 GB2365_MARKER: DS = TRIANGULATION STATION DISK
 GB2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2365
 GB2365  HISTORY     - Date     Condition        Report By
 GB2365  HISTORY     - 1949     MONUMENTED       CGS
 GB2365  HISTORY     - 1971     GOOD             NGS
 GB2365
 GB2365                          STATION DESCRIPTION
 GB2365
 GB2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2365'STATION IS LOCATED ABOUT 8 MILES WEST OF BYRDSTOWN AND 4 MILES
 GB2365'NORTHEAST OF OAKLEY ON PROPERTY OWNED BY MR. CHAMP. IT IS 80 FEET
 GB2365'EAST OF THE CENTER OF A WOODS ROAD, 22 FEET NORTH OF A 6 INCH ASH
 GB2365'TREE, 17 FEET EAST OF A TWIN OAK TREE, 12 FEET WEST OF A WHITE
 GB2365'WITNESS POST AND 12 FEET SOUTHWEST OF A 8 INCH OAK TREE. THE MARK IS
 GB2365'FLUSH AND THE DISK IS STAMPED BARNES 1949.
 GB2365'
 GB2365'REFERENCE MARK NO. 1 IS FLUSH AND THE DISK IS STAMPED BARNES NO 1
 GB2365'1949.
 GB2365'
 GB2365'REFERENCE MARK NO. 2 IS 6 FEET EAST OF THE CENTER OF THE WOODS ROAD.
 GB2365'THE MARK IS FLUSH AND THE DISK IS STAMPED BARNES NO 2 1949.
 GB2365'
 GB2365'AZIMUTH MARK IS NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 4 FEET EAST
 GB2365'OF A 6 INCH HICKORY TREE AND 2 FEET WEST OF A WHITE WITNESS
 GB2365'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BARNES
 GB2365'1949.
 GB2365'
 GB2365'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 42 AND
 GB2365'52 AT THE COURTHOUSE SQUARE IN LIVINGSTON GO NORTH ON HIGHWAY 52
 GB2365'FOR 4.8 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO 5.9 MILES TO A
 GB2365'T-ROAD RIGHT IN THE TOWN OF OAKLEY, TURN RIGHT AND GO 0.85 MILE TO A
 GB2365'CROSSROAD, TURN LEFT AND GO 1.7 MILES TO A FORK, TAKE RIGHT FORK AND
 GB2365'GO 1.75 MILES TO A FORK TAKE LEFT FORK AND GO 0.6 MILE TO A FORK,
 GB2365'TAKE LEFT FORK AND GO 1.45 MILES TO A WOODS ROAD LEFT,* TURN LEFT AND
 GB2365'FOLLOW THE WOODS ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 GB2365'DESCRIBED.
 GB2365'
 GB2365'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO NORTH FOR 0.4 MILE TO
 GB2365'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GB2365'
 GB2365'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2365
 GB2365                          STATION RECOVERY (1971)
 GB2365
 GB2365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GB2365'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GB2365'HOWEVER, THE AZIMUTH MARK IS NOW OBSTRUCTED BY NUMEROUS TREES ON
 GB2365'LINE.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED
 GB2365'BETWEEN THE REFERENCE MARKS, USING A DISTANT FOREST LOOKOUT TOWER
 GB2365'AS THE INITIAL.  IN CHECKING THE HORIZONTAL ANGLE BETWEEN THE
 GB2365'REFERENCE MARKS AS OBSERVED THIS DATE AGAINST THE 1949 OBS, A
 GB2365'DISCREPANCY OF -01 MIN 41.6 SEC WAS NOTED.  VERTICAL ANGLES WERE
 GB2365'OBSERVED UPON THE REFERENCE MARKS AND SLOPE MEASUREMENTS MADE.
 GB2365'WHEN THESE MEASUREMENTS WERE REDUCED TO HORIZONTAL A DISCREPANCY OF
 GB2365'-0.01 OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 1 AND -0.26 OF A FOOT
 GB2365'FOR REFERENCE MARK NO. 2.
 GB2365'
 GB2365'FOLLOWING IS A NEW AND MORE UP-TO-DATE DESCRIPTION.
 GB2365'
 GB2365'THE STATION IS LOCATED IN A SMALL CULTIVATED PLOT ON THE PROPERTY OF
 GB2365'MR. C. CHAMP, ABOUT 8 MILES WEST OF BYRDSTOWN, AND 4 MILES NORTHEAST
 GB2365'OF THE SMALL COMMUNITY OF OAKLEY, AND IS NEAR THE SUMMIT OF A HILL
 GB2365'WITH TIMBER ON THE WEST SLOPE.
 GB2365'
 GB2365'TO REACH THE STATION FROM THE JUNCTIONS OF STATE ROUTES 85, 52 AND 42
 GB2365'AT THE NORTHEAST CORNER OF THE OVERTON COUNTY COURTHOUSE SQUARE
 GB2365'IN LIVINGSTON, GO NORTH-NORTHWESTERLY ON STATE ROUTE 52 FOR 4.8 MILES
 GB2365'TO COUNTY ROAD S 4237 ON THE RIGHT IN THE SMALL COMMUNITY OF
 GB2365'ALLONS.  HERE BEAR RIGHT ON COUNTY ROAD S 4237 AND GO NORTHEASTERLY
 GB2365'AND NORTH FOR 5.9 MILES TO A T CROSSROAD IN THE SMALL COMMUNITY OF
 GB2365'OAKLEY.  HERE TURN RIGHT ON COUNTY ROAD S 4393 AND GO
 GB2365'SOUTHEASTERLY FOR 0.85 OF A MILE TO AN ANGLING CROSSROAD, TURN LEFT
 GB2365'AND GO NORTHEASTERLY ON COUNTY ROAD S
 GB2365'4394 FOR 1.7 MILES TO A FORK,
 GB2365'KEEP THE RIGHT FORK AND CONTINUE
 GB2365'EASTERLY ON COUNTY ROAD S 4394 FOR 1.8 MILES TO A CROSSROAD IN THE
 GB2365'HAMLET OF TAYLORS CROSSROAD.  THERE TURN LEFT AND CONTINUE
 GB2365'NORTHERLY ON COUNTY ROAD S 4394 FOR 0.7 OF A MILE TO A FORK, KEEP THE
 GB2365'LEFT FORK AND CONTINUE NORTHERLY ON COUNTY ROAD S 4394 FOR 0.35
 GB2365'OF A MILE TO THE OVERTON PICKETTT COUNTY LINE.  HERE
 GB2365'CONTINUE NORTHWESTERLY ON COUNTY ROAD S 4394 FOR 1.1 MILES TO THE TOP
 GB2365'OF A RISE AND GRAVELED DRIVEWAYS ON THE EAST AND WEST SIDES OF THE
 GB2365'ROAD.* HERE TURN LEFT ON DRIVEWAY AND GO WESTERLY PASSING TO THE
 GB2365'SOUTH OF A HOUSE FOR ABOUT 300 FEET TO A WOODS ROAD DEAD AHEAD.
 GB2365'CONTINUE WEST AND NORTH ON THIS WOODS ROAD FOR ABOUT 0.25 OF A MILE
 GB2365'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GB2365'
 GB2365'THE STATION IS 85 FEET EAST OF THE APPROXIMATE CENTER OF THE WOODS
 GB2365'ROAD, 67 FEET SOUTH-SOUTHEAST OF A 24-INCH WHITE OAK TREE, 62 FEET
 GB2365'NORTH-NORTHEAST OF AN 18-INCH HICKORY TREE, 45 FEET EAST OF A FENCE,
 GB2365'15 FEET EAST OF THE WEST EDGE OF THE CULTIVATED PLOT, AND 1.0 FOOT
 GB2365'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GB2365'THE TOP OF A 14-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2365'STAMPED BARNES 1949.
 GB2365'
 GB2365'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL, 60 FEET EAST
 GB2365'OF THE APPROXIMATE CENTER OF THE WOODS ROAD, 45 FEET NORTH OF A
 GB2365'16-INCH HICKORY TREE IN A FENCE LINE, 37 FEET SOUTHEAST OF THE
 GB2365'18-INCH HICKORY TREE, 17 FEET EAST OF A FENCE, 0.8 OF A FOOT WEST
 GB2365'OF A METAL WITNESS POST AND SIGN, AND AT THE WEST EDGE OF THE
 GB2365'CULTIVATED PLOT.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GB2365'12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SURROUNDING
 GB2365'SURFACE AND THE DISK IS STAMPED BARNES NO 1 1949.
 GB2365'
 GB2365'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL, 33 FEET SOUTH
 GB2365'OF A 16-INCH BLACK OAK TREE, 31 FEET WEST OF A FENCE, 25 FEET
 GB2365'NORTH OF A 14-INCH, FORKED TRUNKED CHESTNUT OAK TREE, 7 FEET EAST OF
 GB2365'THE APPROXIMATE CENTER OF THE WOODS ROAD, AND 1.0 FOOT SOUTH
 GB2365'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GB2365'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GB2365'AND THE DISK IS STAMPED BARNES NO 2 1949.
 GB2365'
 GB2365'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GB2365'REFERENCE MARK NO. 2 IS 101.56 FEET.
 GB2365'
 GB2365'THE AZIMUTH MARK IS NORTH-NORTH-EAST OF THE STATION, 50 FEET WEST AND
 GB2365'ACROSS THE ROAD FROM A GUYED TELEPHONE POLE, 29 FEET NORTHEAST OF
 GB2365'A 12 INCH WHITE OAK TREE, 23 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB2365'OF COUNTY ROAD S 4394, 1.0 FOOT SOUTH OF A METAL WITNESS POST
 GB2365'AND SIGN, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A
 GB2365'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GB2365'MONUMENT AND THE DISK IS STAMPED BARNES 1949.
 GB2365'
 GB2365'* TO REACH THE AZIMUTH MARK FROM THESE GRAVELED DRIVES, CONTINUE
 GB2365'NORTHERLY ON COUNTY ROAD S 4394 FOR 0.4 OF A MILE TO MARK ON THE
 GB2365'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2358 ***********************************************************************
 GC2358  DESIGNATION -  BARNES
 GC2358  PID         -  GC2358
 GC2358  STATE/COUNTY-  TN/CHEATHAM
 GC2358  USGS QUAD   -  FOREST GROVE (1994)
 GC2358
 GC2358                         *CURRENT SURVEY CONTROL
 GC2358  ___________________________________________________________________
 GC2358* NAD 83(1995)-  36 21 01.76885(N)    086 56 02.51388(W)     ADJUSTED  
 GC2358* NAVD 88     -       236.40   (+/-2cm)     775.6    (feet)  VERTCON   
 GC2358  ___________________________________________________________________
 GC2358  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 GC2358  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2358
 GC2358  HORZ ORDER  -  SECOND
 GC2358  VERT ORDER  -  THIRD ? (See Below)
 GC2358
 GC2358.The horizontal coordinates were established by classical geodetic methods
 GC2358.and adjusted by the National Geodetic Survey in April 1999..
 GC2358
 GC2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2358.The vertical order pertains to the NGVD 29 superseded value.
 GC2358
 GC2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2358
 GC2358.The geoid height was determined by GEOID03.
 GC2358
 GC2358;                    North         East     Units Scale Factor Converg.
 GC2358;SPC TN       -   224,205.570   516,160.688   MT  0.99998893   -0 32 48.5
 GC2358;SPC TN       -   735,581.11  1,693,437.19   sFT  0.99998893   -0 32 48.5
 GC2358;UTM  16      - 4,022,826.226   505,919.152   MT  0.99960043   +0 02 20.8
 GC2358
 GC2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2358!SPC TN       -   0.99996752  x   0.99998893  =   0.99995645
 GC2358!UTM  16      -   0.99996752  x   0.99960043  =   0.99956796
 GC2358
 GC2358|---------------------------------------------------------------------|
 GC2358| PID    Reference Object                     Distance      Geod. Az  |
 GC2358|                                                           dddmmss.s |
 GC2358| GC0866 BARNES RM 1                           4.470 METERS 00657     |
 GC2358| GC0864 BARNES RM 2                           5.904 METERS 18644     |
 GC2358| CG5540 BARNES AZ MK                                       2710006.2 |
 GC2358|---------------------------------------------------------------------|
 GC2358
 GC2358                          SUPERSEDED SURVEY CONTROL
 GC2358
 GC2358  NAD 83(1995)-  36 21 01.77026(N)    086 56 02.51586(W) AD(       ) 2
 GC2358  NAD 83(1995)-  36 21 01.77268(N)    086 56 02.51678(W) AD(       ) 2
 GC2358  NAD 83(1986)-  36 21 01.77855(N)    086 56 02.51709(W) AD(       ) 2
 GC2358  NAD 27      -  36 21 01.59709(N)    086 56 02.51212(W) AD(       ) 2
 GC2358  NGVD 29 (07/19/86)  236.48   (m)          775.9    (f) LEVELING    3  
 GC2358
 GC2358.Superseded values are not recommended for survey control.
 GC2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2358.See file dsdata.txt to determine how the superseded data were derived.
 GC2358
 GC2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0591922826(NAD 83)
 GC2358_MARKER: DD = SURVEY DISK
 GC2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2358
 GC2358  HISTORY     - Date     Condition        Report By
 GC2358  HISTORY     - 1965     MONUMENTED       TNHD
 GC2358
 GC2358                          STATION DESCRIPTION
 GC2358
 GC2358'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2358'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE SMALL COMMUNITY
 GC2358'OF PLEASANT VIEW.
 GC2358'
 GC2358'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC2358'STATE ROUTE 49 AT PLEASANT VIEW, GO 6.25 MILES SOUTHEAST TO A
 GC2358'PAVED ROAD ON THE LEFT*, CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 41A
 GC2358'FOR 0.25 MILE EAST TO NEW HOPE ROAD ON THE LEFT, TURN LEFT AND GO
 GC2358'0.2 MILE NORTH ON THE PAVED ROAD TO AN UNPAINTED FRAME HOUSE ON THE
 GC2358'RIGHT AND THE STATION ON THE RIGHT, AS DESCRIBED.
 GC2358'
 GC2358'THE STATION MARK IS 5 FEET SOUTHWEST OF A FENCE POST, 4 FEET NORTH OF
 GC2358'A 3-INCH CEDAR TREE AND 2 FEET WEST OF A BARBED-WIRE FENCE.
 GC2358'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2358'DEPARTMENT DISKS AND THE DISKS ARE STAMPED BARNES 1965. THE
 GC2358'UNDERGROUND MARK IS ABOUT 30-INCHES BELOW THE SURFACE. THE SURFACE
 GC2358'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2358'
 GC2358'REFERENCE MARK NO. 1 IS 117 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2358'THE HOUSE, 1 FOOT WEST OF A FENCE POST AND 1 FOOT WEST OF A
 GC2358'BARBED-WIRE FENCE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2358'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2358'STAMPED BARNES RM-1 1965.
 GC2358'
 GC2358'REFERENCE MARK NO. 2 IS 3 FEET NORTHWEST OF A FENCE POST AND 2 FEET
 GC2358'WEST OF THE FENCE. IT IS A STANDARD TENNESSEE HIGHWAY
 GC2358'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC2358'THE DISK IS STAMPED BARNES RM-2 1965.
 GC2358'
 GC2358'THE AZIMUTH MARK IS 37 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2358'PAVED ROAD, 25 FEET SOUTH OF UTILITY POLE NO. K28ST23 AND 3.8 FEET
 GC2358'NORTHEAST OF A WITNESS POST. IT IS A STANDARD TENNESSEE HIGHWAY
 GC2358'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GC2358'AND THE DISK IS STAMPED BARNES AZI 1965.
 GC2358'
 GC2358'TO REACH THE AZIMUTH MARK*, TURN LEFT AND GO 0.05 MILE NORTH ON THE
 GC2358'PAVED ROAD TO THE MARK ON THE LEFT.
 GC2358'
 GC2358'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2358'
 GC2358'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0863 ***********************************************************************
 GC0863  DESIGNATION -  BARNES AZ MK
 GC0863  PID         -  GC0863
 GC0863  STATE/COUNTY-  TN/CHEATHAM
 GC0863  USGS QUAD   -  FOREST GROVE (1994)
 GC0863
 GC0863                         *CURRENT SURVEY CONTROL
 GC0863  ___________________________________________________________________
 GC0863* NAD 83(1986)-  36 21 02.     (N)    086 56 21.     (W)     SCALED    
 GC0863* NAVD 88     -       232.661  (meters)     763.32   (feet)  ADJUSTED  
 GC0863  ___________________________________________________________________
 GC0863  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0863  DYNAMIC HT  -         232.462 (meters)     762.67  (feet)  COMP
 GC0863  MODELED GRAV-     979,770.0   (mgal)                       NAVD 88
 GC0863
 GC0863  VERT ORDER  -  SECOND    CLASS 0
 GC0863
 GC0863.The horizontal coordinates were scaled from a topographic map and have
 GC0863.an estimated accuracy of +/- 6 seconds.
 GC0863
 GC0863.The orthometric height was determined by differential leveling
 GC0863.and adjusted by the National Geodetic Survey in June 1991..
 GC0863
 GC0863.The geoid height was determined by GEOID03.
 GC0863
 GC0863.The dynamic height is computed by dividing the NAVD 88
 GC0863.geopotential number by the normal gravity value computed on the
 GC0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0863.degrees latitude (g = 980.6199 gals.).
 GC0863
 GC0863.The modeled gravity was interpolated from observed gravity values.
 GC0863
 GC0863;                    North         East    Units  Estimated Accuracy
 GC0863;SPC TN       -   224,220.      515,700.      MT  (+/- 180 meters Scaled)
 GC0863
 GC0863                          SUPERSEDED SURVEY CONTROL
 GC0863
 GC0863  NGVD 29 (??/??/92)  232.710  (m)          763.48   (f) ADJ UNCH    2 0
 GC0863
 GC0863.Superseded values are not recommended for survey control.
 GC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0863.See file dsdata.txt to determine how the superseded data were derived.
 GC0863
 GC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF054228(NAD 83)
 GC0863_MARKER: DD = SURVEY DISK
 GC0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0863_STAMPING: BARNES AZI 1965
 GC0863_MARK LOGO: TNHD  
 GC0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0863+STABILITY: SURFACE MOTION
 GC0863
 GC0863  HISTORY     - Date     Condition        Report By
 GC0863  HISTORY     - 1965     MONUMENTED       TNHD
 GC0863
 GC0863                          STATION DESCRIPTION
 GC0863
 GC0863'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0863'6 MI SE FROM PLEASANT VIEW.
 GC0863'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49
 GC0863'AT PLEASANT VIEW, GO 6.25 MILES SOUTHEAST TO A PAVED ROAD ON
 GC0863'THE LEFT, TURN LEFT AND GO 0.05 MILE NORTH ON THE PAVED ROAD
 GC0863'TO THE MARK ON THE LEFT, 37 FEET WEST OF THE APPROXIMATE CENTER
 GC0863'OF THE PAVED ROAD, 25 FEET SOUTH OF UTILITY POLE NO. K28ST23
 GC0863'AND 3.8 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC0863'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC0863'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0866 ***********************************************************************
 GC0866  DESIGNATION -  BARNES RM 1
 GC0866  PID         -  GC0866
 GC0866  STATE/COUNTY-  TN/CHEATHAM
 GC0866  USGS QUAD   -  FOREST GROVE (1994)
 GC0866
 GC0866                         *CURRENT SURVEY CONTROL
 GC0866  ___________________________________________________________________
 GC0866* NAD 83(1986)-  36 21 03.     (N)    086 56 02.     (W)     SCALED    
 GC0866* NAVD 88     -       236.656  (meters)     776.43   (feet)  ADJUSTED  
 GC0866  ___________________________________________________________________
 GC0866  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0866  DYNAMIC HT  -         236.453 (meters)     775.76  (feet)  COMP
 GC0866  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0866
 GC0866  VERT ORDER  -  SECOND    CLASS 0
 GC0866
 GC0866.The horizontal coordinates were scaled from a topographic map and have
 GC0866.an estimated accuracy of +/- 6 seconds.
 GC0866
 GC0866.The orthometric height was determined by differential leveling
 GC0866.and adjusted by the National Geodetic Survey in June 1991..
 GC0866
 GC0866.The geoid height was determined by GEOID03.
 GC0866
 GC0866.The dynamic height is computed by dividing the NAVD 88
 GC0866.geopotential number by the normal gravity value computed on the
 GC0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0866.degrees latitude (g = 980.6199 gals.).
 GC0866
 GC0866.The modeled gravity was interpolated from observed gravity values.
 GC0866
 GC0866;                    North         East    Units  Estimated Accuracy
 GC0866;SPC TN       -   224,240.      516,170.      MT  (+/- 180 meters Scaled)
 GC0866
 GC0866                          SUPERSEDED SURVEY CONTROL
 GC0866
 GC0866  NGVD 29 (??/??/92)  236.704  (m)          776.59   (f) ADJ UNCH    2 0
 GC0866
 GC0866.Superseded values are not recommended for survey control.
 GC0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0866.See file dsdata.txt to determine how the superseded data were derived.
 GC0866
 GC0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF059228(NAD 83)
 GC0866_MARKER: DD = SURVEY DISK
 GC0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0866_STAMPING: BARNES RM-1 1965
 GC0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0866+STABILITY: SURFACE MOTION
 GC0866
 GC0866  HISTORY     - Date     Condition        Report By
 GC0866  HISTORY     - 1965     MONUMENTED       TNHD
 GC0866
 GC0866                          STATION DESCRIPTION
 GC0866
 GC0866'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0866'6 MI SE FROM PLEASANT VIEW.
 GC0866'AT THE BARNES 1965 STATION SITE, 117 FEET SOUTHEAST OF THE SOUTHEAST
 GC0866'CORNER OF A HOUSE, 1 FOOT WEST OF A FENCE POST AND 1 FOOT WEST
 GC0866'OF A BARBED WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0866'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0866'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0864 ***********************************************************************
 GC0864  DESIGNATION -  BARNES RM 2
 GC0864  PID         -  GC0864
 GC0864  STATE/COUNTY-  TN/CHEATHAM
 GC0864  USGS QUAD   -  FOREST GROVE (1994)
 GC0864
 GC0864                         *CURRENT SURVEY CONTROL
 GC0864  ___________________________________________________________________
 GC0864* NAD 83(1986)-  36 21 03.     (N)    086 56 02.     (W)     SCALED    
 GC0864* NAVD 88     -       236.220  (meters)     775.00   (feet)  ADJUSTED  
 GC0864  ___________________________________________________________________
 GC0864  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0864  DYNAMIC HT  -         236.018 (meters)     774.34  (feet)  COMP
 GC0864  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0864
 GC0864  VERT ORDER  -  SECOND    CLASS 0
 GC0864
 GC0864.The horizontal coordinates were scaled from a topographic map and have
 GC0864.an estimated accuracy of +/- 6 seconds.
 GC0864
 GC0864.The orthometric height was determined by differential leveling
 GC0864.and adjusted by the National Geodetic Survey in June 1991..
 GC0864
 GC0864.The geoid height was determined by GEOID03.
 GC0864
 GC0864.The dynamic height is computed by dividing the NAVD 88
 GC0864.geopotential number by the normal gravity value computed on the
 GC0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0864.degrees latitude (g = 980.6199 gals.).
 GC0864
 GC0864.The modeled gravity was interpolated from observed gravity values.
 GC0864
 GC0864;                    North         East    Units  Estimated Accuracy
 GC0864;SPC TN       -   224,240.      516,170.      MT  (+/- 180 meters Scaled)
 GC0864
 GC0864                          SUPERSEDED SURVEY CONTROL
 GC0864
 GC0864  NGVD 29 (??/??/92)  236.269  (m)          775.16   (f) ADJ UNCH    2 0
 GC0864
 GC0864.Superseded values are not recommended for survey control.
 GC0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0864.See file dsdata.txt to determine how the superseded data were derived.
 GC0864
 GC0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF059228(NAD 83)
 GC0864_MARKER: DD = SURVEY DISK
 GC0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0864_STAMPING: BARNES RM-2 1965
 GC0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0864+STABILITY: SURFACE MOTION
 GC0864
 GC0864  HISTORY     - Date     Condition        Report By
 GC0864  HISTORY     - 1965     MONUMENTED       TNHD
 GC0864
 GC0864                          STATION DESCRIPTION
 GC0864
 GC0864'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0864'6 MI SE FROM PLEASANT VIEW.
 GC0864'AT THE BARNES 1965 STATION SITE, 3 FEET NORTHWEST OF A FENCE
 GC0864'POST AND 2 FEET WEST OF A FENCE.  IT IS A STANDARD TENNESSEE
 GC0864'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0864'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0330 ***********************************************************************
 GC0330  DESIGNATION -  BARR
 GC0330  PID         -  GC0330
 GC0330  STATE/COUNTY-  TN/SUMNER
 GC0330  USGS QUAD   -  BETHPAGE (1994)
 GC0330
 GC0330                         *CURRENT SURVEY CONTROL
 GC0330  ___________________________________________________________________
 GC0330* NAD 83(1995)-  36 26 41.26435(N)    086 21 56.97153(W)     ADJUSTED  
 GC0330* NAVD 88     -       190.440  (meters)     624.80   (feet)  ADJUSTED  
 GC0330  ___________________________________________________________________
 GC0330  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GC0330  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0330  DYNAMIC HT  -         190.287 (meters)     624.30  (feet)  COMP
 GC0330  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 GC0330
 GC0330  HORZ ORDER  -  SECOND
 GC0330  VERT ORDER  -  SECOND    CLASS 0
 GC0330
 GC0330.The horizontal coordinates were established by classical geodetic methods
 GC0330.and adjusted by the National Geodetic Survey in April 1999..
 GC0330
 GC0330.The orthometric height was determined by differential leveling
 GC0330.and adjusted by the National Geodetic Survey in June 1991..
 GC0330
 GC0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0330
 GC0330.The geoid height was determined by GEOID03.
 GC0330
 GC0330.The dynamic height is computed by dividing the NAVD 88
 GC0330.geopotential number by the normal gravity value computed on the
 GC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0330.degrees latitude (g = 980.6199 gals.).
 GC0330
 GC0330.The modeled gravity was interpolated from observed gravity values.
 GC0330
 GC0330;                    North         East     Units Scale Factor Converg.
 GC0330;SPC TN       -   234,331.368   567,201.956   MT  1.00000511   -0 12 51.0
 GC0330;SPC TN       -   768,802.16  1,860,895.08   sFT  1.00000511   -0 12 51.0
 GC0330;UTM  16      - 4,033,471.481   556,834.305   MT  0.99963980   +0 22 36.3
 GC0330
 GC0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0330!SPC TN       -   0.99997472  x   1.00000511  =   0.99997983
 GC0330!UTM  16      -   0.99997472  x   0.99963980  =   0.99961453
 GC0330
 GC0330|---------------------------------------------------------------------|
 GC0330| PID    Reference Object                     Distance      Geod. Az  |
 GC0330|                                                           dddmmss.s |
 GC0330| GC0331 BARR RM 3                            17.269 METERS 06905     |
 GC0330| GC0329 BARR RM 1                            11.078 METERS 06944     |
 GC0330| GC0327 BARR AZ MK                                         0695425.5 |
 GC0330| GC0332 BARR RM 2                            18.893 METERS 25229     |
 GC0330|---------------------------------------------------------------------|
 GC0330
 GC0330                          SUPERSEDED SURVEY CONTROL
 GC0330
 GC0330  NAD 83(1995)-  36 26 41.26537(N)    086 21 56.97264(W) AD(       ) 2
 GC0330  NAD 83(1995)-  36 26 41.27198(N)    086 21 56.97560(W) AD(       ) 2
 GC0330  NAD 83(1986)-  36 26 41.27411(N)    086 21 56.97534(W) AD(       ) 2
 GC0330  NAD 27      -  36 26 41.11550(N)    086 21 57.00580(W) AD(       ) 2
 GC0330  NGVD 29 (??/??/92)  190.520  (m)          625.06   (f) ADJ UNCH    2 0
 GC0330
 GC0330.Superseded values are not recommended for survey control.
 GC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0330.See file dsdata.txt to determine how the superseded data were derived.
 GC0330
 GC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5683433471(NAD 83)
 GC0330_MARKER: DD = SURVEY DISK
 GC0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0330_STAMPING: BARR 1961
 GC0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0330+STABILITY: SURFACE MOTION
 GC0330
 GC0330  HISTORY     - Date     Condition        Report By
 GC0330  HISTORY     - 1961     MONUMENTED       TNHD
 GC0330  HISTORY     - 1969     GOOD             NGS
 GC0330  HISTORY     - 1969     GOOD             CGS
 GC0330
 GC0330                          STATION DESCRIPTION
 GC0330
 GC0330'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC0330'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF GALLATIN.
 GC0330'
 GC0330'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO NORTHEAST ON
 GC0330'STATE ROUTE 6 FOR 5.95 MILES TO A DRIVEWAY ON THE LEFT AT THE
 GC0330'SIDEVIEW STORE.  TURN LEFT ON THIS DRIVEWAY AND GO NORTH FOR 0.05
 GC0330'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC0330'
 GC0330'THE STATION IS 210 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GC0330'ROUTE 6, 72 FEET WEST OF A NORTH-SOUTH FENCE, 51 FEET WEST OF THE
 GC0330'APPROXIMATE CENTER OF THE DRIVEWAY, AND 1.8 FEET SOUTH OF A WITNESS
 GC0330'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC0330'HIGHWAY DEPARTMENT DISK STAMPED BARR 1961.
 GC0330'
 GC0330'REFERENCE MARK NO. 1 IS 36 FEET WEST OF A NORTH-SOUTH FENCE AND 15
 GC0330'FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY.  THE MARK IS A
 GC0330'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC0330'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED BARR RM-1
 GC0330'1961.
 GC0330'
 GC0330'REFERENCE MARK NO. 2 IS 279 FEET SOUTH OF THE SOUTHEAST CORNER OF MR.
 GC0330'BARRS HOUSE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0330'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK
 GC0330'IS STAMPED BARR RM-2 1961.
 GC0330'
 GC0330'THE AZIMUTH MARK IS 41 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GC0330'ROUTE 6, 24 FEET EAST OF THE APPROXIMATE CENTER OF ROCK BRIDGE ROAD,
 GC0330'9 FEET NORTH OF A FENCE, 2 FEET WEST OF A FENCE, AND 1.4 FEET WEST OF
 GC0330'A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0330'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC0330'AND THE DISK IS STAMPED BARR AZI 1961.
 GC0330'
 GC0330'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON STATE
 GC0330'ROUTE 6 FOR 0.25 OF A MILE TO THE JUNCTION OF ROCK BRIDGE ROAD
 GC0330'AND THE MARK ON THE LEFT AS DESCRIBED.
 GC0330'
 GC0330'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
 GC0330
 GC0330                          STATION RECOVERY (1969)
 GC0330
 GC0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GC0330'6 MI NE FROM GALLATIN.
 GC0330'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 31E AND
 GC0330'STATE ROUTE 109, JUST WEST OF THE SUMNER COUNTY COURTHOUSE SQUARE
 GC0330'IN GALLATIN, GO NORTHEASTERLY ON U.S. HIGHWAY 31E FOR 5.9 MILES
 GC0330'TO A ROCK CUT AND TRAVERSE STATION BARR 1961 ON THE LEFT AT TOP OF
 GC0330'THIS ROCK CUT.  IT IS 61.98 FEET EAST-NORTHEAST OF BARR R.M. 2,
 GC0330'61 FEET (SLOPE) NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC0330'HIGHWAY 31E, 56.65 FEET WEST-SOUTHWEST OF BARR R.M. 3, 19 FEET
 GC0330'NORTHWEST OF THE TOP OF THE NORTHWEST FACE OF THE ROCK CUT, 1.8
 GC0330'FEET EAST OF A 6-INCH, SQUARE, CONCRETE RIGHT-OF-WAY MARKER POST,
 GC0330'1.1 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND ABOUT 20
 GC0330'FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD TENNESSEE
 GC0330'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0330'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BARR 1961.
 GC0330
 GC0330                          STATION RECOVERY (1969)
 GC0330
 GC0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GC0330'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 GC0330'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED BY
 GC0330'EITHER BLASTING OR GRADING OPERATIONS, DURING THE CONSTRUCTIONS OF
 GC0330'NEW U.S. HIGHWAY 31E.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED,
 GC0330'A DISCREPANCY OF - 0.01 OF A FOOT WAS NOTED IN THE HORIZONTAL
 GC0330'MEASURED DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO. 2,
 GC0330'HOWEVER, THE HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE
 GC0330'MARK NO. 2 CHECKED THE 1961 OBSERVATIONS WITHIN THE ALLOWABLE.
 GC0330'ALL MARKS AT THIS STATION WERE BENCH MARKS AND THE ELEVATION
 GC0330'BETWEEN BENCH MARK BARR AND BENCH MARK BARR RM-2 WAS CHECKED AND A
 GC0330'DISCREPANCY OF 0.040 OF A FOOT NOTED.  AN ELEVATION WAS TRANSFERRED
 GC0330'TO NEW REFERENCE MARK BARR 1961 NO 3 1969 USING BENCH MARK BARR 1961
 GC0330'AS THE STARTING ELEVATION.
 GC0330'
 GC0330'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC0330'
 GC0330'THE STATION IS LOCATED ATOP A ROCK CUT ALONG THE NORTHWEST
 GC0330'RIGHT-OF-WAY OF U.S. HIGHWAY 31E, ABOUT 6 MILES NORTHEAST OF
 GC0330'GALLATIN.
 GC0330'
 GC0330'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31E AND STATE
 GC0330'ROUTE 109, JUST WEST OF THE SUMNER COUNTY COURTHOUSE SQUARE
 GC0330'IN GALLATIN, GO NORTHEASTERLY ON U.S. HIGHWAY 31E FOR 5.9 MILES TO A
 GC0330'ROCK CUT AND THE STATION ON THE LEFT AT TOP OF THIS ROCK CUT AS
 GC0330'DESCRIBED.
 GC0330'
 GC0330'THE STATION IS 61 FEET (SLOPE) NORTHWEST OF THE APPROXIMATE CENTER OF
 GC0330'U.S. HIGHWAY 31E, 19 FEET NORTHWEST OF THE TOP OF THE NORTHWEST
 GC0330'FACE OF THE ROCK CUT, 1.8 FEET EAST OF A 6-INCH SQUARE, CONCRETE
 GC0330'RIGHT-OF-WAY MARKER POST, 1.1 FEET SOUTHEAST OF A METAL WITNESS
 GC0330'POST AND SIGN, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT
 GC0330'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC0330'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC0330'STAMPED BARR 1961.
 GC0330'
 GC0330'REFERENCE MARK NO. 2 IS 280 FEET SOUTH OF THE SOUTH CORNER OF A LOG
 GC0330'HOUSE, 80 FEET (SLOPE) NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC0330'HIGHWAY 31E, 37 FEET NORTHWEST OF THE NORTHWEST FACE OF THE ROCK CUT,
 GC0330'AND ABOUT 22 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD
 GC0330'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC0330'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BARR RM-2
 GC0330'1961.
 GC0330'
 GC0330'REFERENCE MARK NO. 3 IS 64 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GC0330'GRAVELED DRIVE LEADING TO THE LOG HOUSE, 47 FEET (SLOPE) NORTHWEST
 GC0330'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 31E, 4 FEET NORTHWEST OF
 GC0330'THE NORTHWEST FACE OF THE ROCK CUT, AND ABOUT 15 FEET ABOVE THE LEVEL
 GC0330'OF THE HIGHWAY.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC0330'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GC0330'STAMPED BARR 1961 RM-3 1969.
 GC0330'
 GC0330'DUE TO THE NEARNESS OF THE REFERENCE MARKS IN A LINE ACROSS THE
 GC0330'STATION AND THE DIFFERENCE IN ELEVATIONS INVOLVED, NO EFFORT WAS
 GC0330'MADE TO MEASURE BETWEEN THE REFERENCE MARKS.
 GC0330'
 GC0330'THE AZIMUTH MARK IS 93 FEET NORTHEAST OF UTILITY POLE NO. 1751, 46
 GC0330'FEET SOUTHWEST OF UTILITY POLE NO. 1750, 24 FEET EAST OF THE
 GC0330'APPROXIMATE CENTER OF A PAVED ROAD, 2 FEET WEST OF A WIRE FENCE, AND
 GC0330'1.3 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC0330'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC0330'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC0330'BARR AZI 1961.
 GC0330'
 GC0330'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON
 GC0330'U.S. HIGHWAY 31E FOR 0.25 OF A MILE TO A CROSSROAD, HERE
 GC0330'TURN RIGHT AND GO SOUTHEASTERLY FOR ABOUT 0.05 OF A MILE TO THE MARK
 GC0330'ON THE LEFT AS DESCRIBED.
 GC0330'
 GC0330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 6 MILES NE OF
 GC0330'GALLATIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0327 ***********************************************************************
 GC0327  DESIGNATION -  BARR AZ MK
 GC0327  PID         -  GC0327
 GC0327  STATE/COUNTY-  TN/SUMNER
 GC0327  USGS QUAD   -  BETHPAGE (1994)
 GC0327
 GC0327                         *CURRENT SURVEY CONTROL
 GC0327  ___________________________________________________________________
 GC0327* NAD 83(1986)-  36 26 47.     (N)    086 21 39.     (W)     SCALED    
 GC0327* NAVD 88     -       178.479  (meters)     585.56   (feet)  ADJUSTED  
 GC0327  ___________________________________________________________________
 GC0327  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0327  DYNAMIC HT  -         178.336 (meters)     585.09  (feet)  COMP
 GC0327  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GC0327
 GC0327  VERT ORDER  -  SECOND    CLASS 0
 GC0327
 GC0327.The horizontal coordinates were scaled from a topographic map and have
 GC0327.an estimated accuracy of +/- 6 seconds.
 GC0327
 GC0327.The orthometric height was determined by differential leveling
 GC0327.and adjusted by the National Geodetic Survey in June 1991..
 GC0327
 GC0327.The geoid height was determined by GEOID03.
 GC0327
 GC0327.The dynamic height is computed by dividing the NAVD 88
 GC0327.geopotential number by the normal gravity value computed on the
 GC0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0327.degrees latitude (g = 980.6199 gals.).
 GC0327
 GC0327.The modeled gravity was interpolated from observed gravity values.
 GC0327
 GC0327;                    North         East    Units  Estimated Accuracy
 GC0327;SPC TN       -   234,510.      567,650.      MT  (+/- 180 meters Scaled)
 GC0327
 GC0327                          SUPERSEDED SURVEY CONTROL
 GC0327
 GC0327  NGVD 29 (??/??/??)  178.59   (m)          585.9    (f) RESET       3  
 GC0327
 GC0327.Superseded values are not recommended for survey control.
 GC0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0327.See file dsdata.txt to determine how the superseded data were derived.
 GC0327
 GC0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF572336(NAD 83)
 GC0327_MARKER: DD = SURVEY DISK
 GC0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0327_STAMPING: BARR AZI 1961
 GC0327_MARK LOGO: TNHD  
 GC0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0327+STABILITY: SURFACE MOTION
 GC0327
 GC0327  HISTORY     - Date     Condition        Report By
 GC0327  HISTORY     - 1961     MONUMENTED       TNHD
 GC0327  HISTORY     - 1969     GOOD             NGS
 GC0327
 GC0327                          STATION DESCRIPTION
 GC0327
 GC0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GC0327'6.2 MI NE FROM GALLATIN.
 GC0327'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 31E AND
 GC0327'STATE ROUTE 109, JUST WEST OF THE SUMNER COUNTY COURTHOUSE SQUARE
 GC0327'IN GALLATIN, GO NORTHEASTERLY ON U.S. HIGHWAY 31E FOR 6.25 MILES
 GC0327'TO A CROSSROAD, HERE TURN RIGHT AND GO SOUTHEASTERLY FOR ABOUT
 GC0327'0.05 OF A MILE TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS ABOUT
 GC0327'0.25 OF A MILE EAST-NORTHEAST OF TRAVERSE STATION BARR 1961, 93
 GC0327'FEET NORTHEAST OF UTILITY POLE NO. 1751, 46 FEET SOUTHWEST OF
 GC0327'UTILITY POLE NO. 1750, 24 FEET EAST OF THE APPROXIMATE CENTER
 GC0327'OF A PAVED ROAD, 2 FEET WEST OF A WIRE FENCE, AND 1.3 FEET
 GC0327'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GC0327'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC0327'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC0327'BARR AZI 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0329 ***********************************************************************
 GC0329  DESIGNATION -  BARR RM 1
 GC0329  PID         -  GC0329
 GC0329  STATE/COUNTY-  TN/SUMNER
 GC0329  USGS QUAD   -  BETHPAGE (1994)
 GC0329
 GC0329                         *CURRENT SURVEY CONTROL
 GC0329  ___________________________________________________________________
 GC0329* NAD 83(1986)-  36 26 42.     (N)    086 21 57.     (W)     SCALED    
 GC0329* NAVD 88     -       189.790  (meters)     622.67   (feet)  ADJUSTED  
 GC0329  ___________________________________________________________________
 GC0329  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0329  DYNAMIC HT  -         189.638 (meters)     622.17  (feet)  COMP
 GC0329  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 GC0329
 GC0329  VERT ORDER  -  SECOND    CLASS 0
 GC0329
 GC0329.The horizontal coordinates were scaled from a topographic map and have
 GC0329.an estimated accuracy of +/- 6 seconds.
 GC0329
 GC0329.The orthometric height was determined by differential leveling
 GC0329.and adjusted by the National Geodetic Survey in June 1991..
 GC0329
 GC0329.The geoid height was determined by GEOID03.
 GC0329
 GC0329.The dynamic height is computed by dividing the NAVD 88
 GC0329.geopotential number by the normal gravity value computed on the
 GC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0329.degrees latitude (g = 980.6199 gals.).
 GC0329
 GC0329.The modeled gravity was interpolated from observed gravity values.
 GC0329
 GC0329;                    North         East    Units  Estimated Accuracy
 GC0329;SPC TN       -   234,350.      567,200.      MT  (+/- 180 meters Scaled)
 GC0329
 GC0329                          SUPERSEDED SURVEY CONTROL
 GC0329
 GC0329  NGVD 29 (??/??/92)  189.871  (m)          622.94   (f) ADJ UNCH    2 0
 GC0329
 GC0329.Superseded values are not recommended for survey control.
 GC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0329.See file dsdata.txt to determine how the superseded data were derived.
 GC0329
 GC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF568334(NAD 83)
 GC0329_MARKER: DD = SURVEY DISK
 GC0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0329_STAMPING: BARR RM-1 1961
 GC0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0329+STABILITY: SURFACE MOTION
 GC0329
 GC0329  HISTORY     - Date     Condition        Report By
 GC0329  HISTORY     - 1961     MONUMENTED       TNHD
 GC0329
 GC0329                          STATION DESCRIPTION
 GC0329
 GC0329'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0329'6 MI NE FROM GALLATIN.
 GC0329'THIS MARK IS LOCATED AT THE BARR 1961 STATION SITE, 36 FEET WEST
 GC0329'OF A NORTH-SOUTH FENCE AND 15 FEET WEST OF THE CENTERLINE OF A
 GC0329'DRIVEWAY.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0329'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0332 ***********************************************************************
 GC0332  DESIGNATION -  BARR RM 2
 GC0332  PID         -  GC0332
 GC0332  STATE/COUNTY-  TN/SUMNER
 GC0332  USGS QUAD   -  BETHPAGE (1994)
 GC0332
 GC0332                         *CURRENT SURVEY CONTROL
 GC0332  ___________________________________________________________________
 GC0332* NAD 83(1986)-  36 26 42.     (N)    086 21 57.     (W)     SCALED    
 GC0332* NAVD 88     -       191.188  (meters)     627.26   (feet)  ADJUSTED  
 GC0332  ___________________________________________________________________
 GC0332  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0332  DYNAMIC HT  -         191.034 (meters)     626.75  (feet)  COMP
 GC0332  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 GC0332
 GC0332  VERT ORDER  -  SECOND    CLASS 0
 GC0332
 GC0332.The horizontal coordinates were scaled from a topographic map and have
 GC0332.an estimated accuracy of +/- 6 seconds.
 GC0332
 GC0332.The orthometric height was determined by differential leveling
 GC0332.and adjusted by the National Geodetic Survey in June 1991..
 GC0332
 GC0332.The geoid height was determined by GEOID03.
 GC0332
 GC0332.The dynamic height is computed by dividing the NAVD 88
 GC0332.geopotential number by the normal gravity value computed on the
 GC0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0332.degrees latitude (g = 980.6199 gals.).
 GC0332
 GC0332.The modeled gravity was interpolated from observed gravity values.
 GC0332
 GC0332;                    North         East    Units  Estimated Accuracy
 GC0332;SPC TN       -   234,350.      567,200.      MT  (+/- 180 meters Scaled)
 GC0332
 GC0332                          SUPERSEDED SURVEY CONTROL
 GC0332
 GC0332  NGVD 29 (??/??/92)  191.269  (m)          627.52   (f) ADJ UNCH    2 0
 GC0332
 GC0332.Superseded values are not recommended for survey control.
 GC0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0332.See file dsdata.txt to determine how the superseded data were derived.
 GC0332
 GC0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF568334(NAD 83)
 GC0332_MARKER: DD = SURVEY DISK
 GC0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0332_STAMPING: BARR RM-2 1961
 GC0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0332+STABILITY: SURFACE MOTION
 GC0332
 GC0332  HISTORY     - Date     Condition        Report By
 GC0332  HISTORY     - 1961     MONUMENTED       TNHD
 GC0332  HISTORY     - 1969     GOOD             NGS
 GC0332
 GC0332                          STATION DESCRIPTION
 GC0332
 GC0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GC0332'6 MI NE FROM GALLATIN.
 GC0332'THIS MARK IS AT THE BARR 1961 TRAVERSE STATION SITE, 5.9 MILES
 GC0332'NORTHEAST ALONG U.S. HIGHWAY 31E FROM THE JUNCTION OF U.S.
 GC0332'HIGHWAY 31E AND STATE ROUTE 109, JUST WEST OF THE SUMNER COUNTY
 GC0332'COURTHOUSE SQUARE IN GALLATIN.  IT IS 280 FEET SOUTH OF THE SOUTH
 GC0332'CORNER OF A LOG HOUSE, 80 FEET (SLOPE) NORTHWEST OF THE APPROXIMATE
 GC0332'CENTER OF U.S. HIGHWAY 31E, 61.98 FEET WEST-SOUTHWEST OF BARR
 GC0332'1961, 37 FEET NORTHWEST OF THE NORTHWEST FACE OF A ROCK CUT, AND
 GC0332'ABOUT 22 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD
 GC0332'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC0332'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BARR
 GC0332'RM-2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0331 ***********************************************************************
 GC0331  DESIGNATION -  BARR RM 3
 GC0331  PID         -  GC0331
 GC0331  STATE/COUNTY-  TN/SUMNER
 GC0331  USGS QUAD   -  BETHPAGE (1994)
 GC0331
 GC0331                         *CURRENT SURVEY CONTROL
 GC0331  ___________________________________________________________________
 GC0331* NAD 83(1986)-  36 26 42.     (N)    086 21 57.     (W)     SCALED    
 GC0331* NAVD 88     -       188.62   (meters)     618.8    (feet)  RESET     
 GC0331  ___________________________________________________________________
 GC0331  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0331
 GC0331  VERT ORDER  -  THIRD
 GC0331
 GC0331.The horizontal coordinates were scaled from a topographic map and have
 GC0331.an estimated accuracy of +/- 6 seconds.
 GC0331
 GC0331.The orthometric height was computed from unverified reset data.
 GC0331
 GC0331.The geoid height was determined by GEOID03.
 GC0331
 GC0331;                    North         East    Units  Estimated Accuracy
 GC0331;SPC TN       -   234,350.      567,200.      MT  (+/- 180 meters Scaled)
 GC0331
 GC0331                          SUPERSEDED SURVEY CONTROL
 GC0331
 GC0331.No superseded survey control is available for this station.
 GC0331
 GC0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF568334(NAD 83)
 GC0331_MARKER: DD = SURVEY DISK
 GC0331_SETTING: 66 = SET IN ROCK OUTCROP
 GC0331_SP_SET: BEDROCK
 GC0331_STAMPING: BARR 1961 RM-3 1969
 GC0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0331+STABILITY: POSITION/ELEVATION WELL
 GC0331
 GC0331  HISTORY     - Date     Condition        Report By
 GC0331  HISTORY     - 1969     MONUMENTED       CGS
 GC0331  HISTORY     - 1986     GOOD             LOCSUR
 GC0331
 GC0331                          STATION DESCRIPTION
 GC0331
 GC0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GC0331'6 MI NE FROM GALLATIN.
 GC0331'THIS MARK IS AT THE BARR 1961 TRAVERSE STATION SITE, 5.9 MILES
 GC0331'NORTHEAST ALONG U.S. HIGHWAY 31E FROM THE JUNCTION OF U.S.
 GC0331'HIGHWAY 31E AND STATE ROUTE 109, JUST WEST OF THE SUMNER COUNTY
 GC0331'COURTHOUSE SQUARE IN GALLATIN.  IT IS 64 FEET SOUTH OF THE
 GC0331'APPROXIMATE CENTER OF A GRAVELED DRIVE LEADING TO A LOG HOUSE,
 GC0331'56.65 FEET EAST-NORTHEAST OF BARR 1961, 47 FEET (SLOPE) NORTHWEST
 GC0331'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 31E, 4 FEET NORTHWEST
 GC0331'OF THE NORTHWEST FACE OF A ROCK CUT, AND ABOUT 15 FEET ABOVE THE
 GC0331'LEVEL OF THE HIGHWAY.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0331'DEPARTMENT DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GC0331'AND THE DISK IS STAMPED BARR 1961 RM-3 1969.
 GC0331
 GC0331                          STATION RECOVERY (1986)
 GC0331
 GC0331'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RH)
 GC0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1141 ***********************************************************************
 FD1141  DESIGNATION -  BARREN
 FD1141  PID         -  FD1141
 FD1141  STATE/COUNTY-  TN/HUMPHREYS
 FD1141  USGS QUAD   -  BUCKSNORT (1968)
 FD1141
 FD1141                         *CURRENT SURVEY CONTROL
 FD1141  ___________________________________________________________________
 FD1141* NAD 83(1995)-  35 52 42.94734(N)    087 44 45.66167(W)     ADJUSTED  
 FD1141* NAVD 88     -       159.720  (meters)     524.01   (feet)  ADJUSTED  
 FD1141  ___________________________________________________________________
 FD1141  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FD1141  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1141  DYNAMIC HT  -         159.583 (meters)     523.57  (feet)  COMP
 FD1141  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD1141
 FD1141  HORZ ORDER  -  SECOND
 FD1141  VERT ORDER  -  SECOND    CLASS 0
 FD1141
 FD1141.The horizontal coordinates were established by classical geodetic methods
 FD1141.and adjusted by the National Geodetic Survey in April 1999..
 FD1141
 FD1141.The orthometric height was determined by differential leveling
 FD1141.and adjusted by the National Geodetic Survey in June 1991..
 FD1141
 FD1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1141
 FD1141.The geoid height was determined by GEOID03.
 FD1141
 FD1141.The dynamic height is computed by dividing the NAVD 88
 FD1141.geopotential number by the normal gravity value computed on the
 FD1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1141.degrees latitude (g = 980.6199 gals.).
 FD1141
 FD1141.The modeled gravity was interpolated from observed gravity values.
 FD1141
 FD1141;                    North         East     Units Scale Factor Converg.
 FD1141;SPC TN       -   172,851.771   442,348.173   MT  0.99994870   -1 01 19.9
 FD1141;SPC TN       -   567,097.85  1,451,270.63   sFT  0.99994870   -1 01 19.9
 FD1141;UTM  16      - 3,970,740.107   432,659.746   MT  0.99965588   -0 26 14.0
 FD1141
 FD1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1141!SPC TN       -   0.99997939  x   0.99994870  =   0.99992809
 FD1141!UTM  16      -   0.99997939  x   0.99965588  =   0.99963528
 FD1141
 FD1141|---------------------------------------------------------------------|
 FD1141| PID    Reference Object                     Distance      Geod. Az  |
 FD1141|                                                           dddmmss.s |
 FD1141| FD1139 BARREN RM 1                          22.040 METERS 00858     |
 FD1141| FD1630 BUFFALO                             APPROX. 2.7 KM 2854737.3 |
 FD1141| FD1140 BARREN RM 2                          17.277 METERS 29642     |
 FD1141|---------------------------------------------------------------------|
 FD1141
 FD1141                          SUPERSEDED SURVEY CONTROL
 FD1141
 FD1141  NAD 83(1995)-  35 52 42.94894(N)    087 44 45.66514(W) AD(       ) 2
 FD1141  NAD 83(1986)-  35 52 42.95758(N)    087 44 45.66237(W) AD(       ) 2
 FD1141  NAD 27      -  35 52 42.72810(N)    087 44 45.58070(W) AD(       ) 2
 FD1141  NGVD 29 (??/??/92)  159.752  (m)          524.12   (f) ADJ UNCH    2 0
 FD1141
 FD1141.Superseded values are not recommended for survey control.
 FD1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1141.See file dsdata.txt to determine how the superseded data were derived.
 FD1141
 FD1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3266070740(NAD 83)
 FD1141_MARKER: DE = TRAVERSE STATION DISK
 FD1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1141_STAMPING: BARREN 1959
 FD1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1141+STABILITY: SURFACE MOTION
 FD1141
 FD1141  HISTORY     - Date     Condition        Report By
 FD1141  HISTORY     - 1959     MONUMENTED       CGS
 FD1141  HISTORY     - 1967     GOOD             CGS
 FD1141  HISTORY     - 1967     GOOD             NGS
 FD1141
 FD1141                          STATION DESCRIPTION
 FD1141
 FD1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1141'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF WAVERLY, 3.5 MILES
 FD1141'EAST OF BUFFALO, 3
 FD1141'MILES WEST-NORTHWEST OF ONLY AND ABOUT 500 FEET NORTH OF
 FD1141'THE PROPOSED CENTER LINE OF
 FD1141'THE INTERSTATE HIGHWAY.
 FD1141'
 FD1141'TO REACH FROM THE JUNCTION OF U S HIGHWAY 70 AND STATE HIGHWAY 13 AT
 FD1141'THE COURTHOUSE IN
 FD1141'WAVERLY, GO SOUTH ON STATE HIGHWAY 13 FOR 10.85 MILES
 FD1141'TO A STEEL BRIDGE OVER DUCK
 FD1141'RIVER, CONTINUE SOUTH ON STATE HIGHWAY 13
 FD1141'FOR 4.35 MILES TO A GRAVELED SIDE ROAD LEFT,
 FD1141'(THIS IS 0.05 MILE
 FD1141'BEFORE REACHING ESSO SERVICE STATION AND STORE) TURN LEFT AND
 FD1141'GO EASTERLY
 FD1141'ON GRAVELED ROAD FOR 3.15 MILES TO A DIM TRACK LEFT LEADING
 FD1141'INTO THE WOODS, (ABOUT 50
 FD1141'YARDS BEFORE REACHING A SIDE ROAD RIGHT AND
 FD1141'MAIL BOX) TURN LEFT ON DIM TRACK ROAD AND GO
 FD1141'0.05 MILE NORTH, THENCE
 FD1141'WEST 0.05 MILE TO THE TOP OF SOUTHERN END OF RIDGE AND STATION.
 FD1141'
 FD1141'NOTE-A 4 WHEEL VEHICLE IS NECESSARY FOR DIM TRACK ROAD IN WOODS.
 FD1141'
 FD1141'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BARREN 1959.
 FD1141'THE DISK IS CEMENTED IN A
 FD1141'10-INCH SQUARE CONCRETE POST, WHICH IS FLUSH WITH THE
 FD1141'SURFACE OF THE GROUND.  IT IS
 FD1141'ABOUT 50 YARDS NORTH OF THE
 FD1141'BUFFALO-ONLY COUNTY ROAD, 33 FEET
 FD1141'SOUTH-SOUTHEAST OF A 12-INCH
 FD1141'TRIANGULAR BLAZED OAK TREE, 9 FEET SOUTH-SOUTHEAST
 FD1141'OF A WITNESS SIGN
 FD1141'AND SET ON THE EXTREME SOUTH END OF A WOODED RIDGE ABOUT 60 FEET
 FD1141'ABOVE THE LEVEL OF
 FD1141'THE BUFFALO-ONLY COUNTY ROAD.
 FD1141'
 FD1141'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 FD1141'36 INCHES BELOW THE
 FD1141'SURFACE OF THE GROUND AND IS STAMPED BARREN 1959.
 FD1141'
 FD1141'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED BARREN NO 1
 FD1141'1959.  THE DISK IS CEMENTED
 FD1141'IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 FD1141'INCHES ABOVE THE SURFACE OF THE
 FD1141'GROUND.  IT IS SET ON THE
 FD1141'NORTHEASTERN SLOPE OF RIDGE AND ABOUT THE SAME
 FD1141'ELEVATION AS THE STATION MARK.
 FD1141'
 FD1141'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED BARREN NO 2
 FD1141'1959.  THE DISK IS CEMENTED
 FD1141'IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 1
 FD1141'INCH ABOVE THE SURFACE OF THE
 FD1141'GROUND.  IT IS 32 FEET WEST OF A
 FD1141'TRIANGULAR BLAZED OAK TREE AND ABOUT 4 FEET
 FD1141'HIGHER THAN THE STATION MARK.
 FD1141'
 FD1141'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BECAUSE OF NO
 FD1141'SUITABLE SITE.
 FD1141'
 FD1141'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FD1141
 FD1141                          STATION RECOVERY (1967)
 FD1141
 FD1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1141'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD1141'GOOD CONDITION.  HOWEVER, THE ORIGINAL TO-REACH IS NO LONGER
 FD1141'COMPLETELY ADEQUATE.
 FD1141'
 FD1141'FOLLOWING IS A NEW AND MORE ACCURATE STATION TO-REACH.
 FD1141'
 FD1141'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9 MILES
 FD1141'NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON STATE ROUTE 13
 FD1141'FOR 0.15 MILE TO A GRAVELED ROAD ON THE RIGHT.  HERE TURN RIGHT ON
 FD1141'THIS GRAVELED ROAD AND GO EASTERLY FOR 3.2 MILES TO A ROAD CUT ON
 FD1141'THE LEFT.  HERE PACK UP STEEP BANK NORTH FOR ABOUT 0.05 MILE TO
 FD1141'THE STATION ON THE SOUTH END OF A RIDGE AS DESCRIBED.
 FD1141
 FD1141                          STATION RECOVERY (1967)
 FD1141
 FD1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FD1141'3.7 MI E FROM BUFFALO.
 FD1141'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1141'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON STATE
 FD1141'ROUTE 13 FOR 0.15 MILE TO A GRAVELED ROAD RIGHT.  HERE TURN
 FD1141'RIGHT ON THIS GRAVELED ROAD AND GO EASTERLY FOR 3.2 MILES TO
 FD1141'A ROAD CUT ON THE LEFT.  HERE PACK UP STEEP BANK NORTH FOR
 FD1141'ABOUT 0.05 MILE TO THE MARK ON THE SOUTH END OF A RIDGE.  IT
 FD1141'IS 33 FEET SOUTH-SOUTHEAST OF A 12-INCH, TRIANGLE BLAZED OAK
 FD1141'TREE, 9.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 FD1141'SIGN, AND ABOUT 60 FEET ABOVE THE ELEVATION OF THE GRAVELED
 FD1141'ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1141'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BARREN
 FD1141'1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1139 ***********************************************************************
 FD1139  DESIGNATION -  BARREN RM 1
 FD1139  PID         -  FD1139
 FD1139  STATE/COUNTY-  TN/HUMPHREYS
 FD1139  USGS QUAD   -  BUCKSNORT (1968)
 FD1139
 FD1139                         *CURRENT SURVEY CONTROL
 FD1139  ___________________________________________________________________
 FD1139* NAD 83(1986)-  35 52 42.     (N)    087 44 45.     (W)     SCALED    
 FD1139* NAVD 88     -       159.754  (meters)     524.13   (feet)  ADJUSTED  
 FD1139  ___________________________________________________________________
 FD1139  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1139  DYNAMIC HT  -         159.617 (meters)     523.68  (feet)  COMP
 FD1139  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD1139
 FD1139  VERT ORDER  -  SECOND    CLASS 0
 FD1139
 FD1139.The horizontal coordinates were scaled from a topographic map and have
 FD1139.an estimated accuracy of +/- 6 seconds.
 FD1139
 FD1139.The orthometric height was determined by differential leveling
 FD1139.and adjusted by the National Geodetic Survey in June 1991..
 FD1139
 FD1139.The geoid height was determined by GEOID03.
 FD1139
 FD1139.The dynamic height is computed by dividing the NAVD 88
 FD1139.geopotential number by the normal gravity value computed on the
 FD1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1139.degrees latitude (g = 980.6199 gals.).
 FD1139
 FD1139.The modeled gravity was interpolated from observed gravity values.
 FD1139
 FD1139;                    North         East    Units  Estimated Accuracy
 FD1139;SPC TN       -   172,820.      442,360.      MT  (+/- 180 meters Scaled)
 FD1139
 FD1139                          SUPERSEDED SURVEY CONTROL
 FD1139
 FD1139  NGVD 29 (??/??/92)  159.786  (m)          524.23   (f) ADJ UNCH    2 0
 FD1139
 FD1139.Superseded values are not recommended for survey control.
 FD1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1139.See file dsdata.txt to determine how the superseded data were derived.
 FD1139
 FD1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE326707(NAD 83)
 FD1139_MARKER: DR = REFERENCE MARK DISK
 FD1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1139_STAMPING: BARREN NO 1 1959
 FD1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1139+STABILITY: SURFACE MOTION
 FD1139
 FD1139  HISTORY     - Date     Condition        Report By
 FD1139  HISTORY     - 1959     MONUMENTED       CGS
 FD1139  HISTORY     - 1967     GOOD             NGS
 FD1139
 FD1139                          STATION DESCRIPTION
 FD1139
 FD1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1139'3.7 MI E FROM BUFFALO.
 FD1139'THIS MARK IS LOCATED AT THE BARREN 1959 TRAVERSE STATION SITE,
 FD1139'72.3 FEET NORTH OF THE STATION MARK, ON THE NORTHEAST SLOPE
 FD1139'OF THE HILL AND ABOUT THE SAME ELEVATION AS THE STATION.  IT
 FD1139'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1139'MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FD1139'BARREN NO 1 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1140 ***********************************************************************
 FD1140  DESIGNATION -  BARREN RM 2
 FD1140  PID         -  FD1140
 FD1140  STATE/COUNTY-  TN/HUMPHREYS
 FD1140  USGS QUAD   -  BUCKSNORT (1968)
 FD1140
 FD1140                         *CURRENT SURVEY CONTROL
 FD1140  ___________________________________________________________________
 FD1140* NAD 83(1986)-  35 52 42.     (N)    087 44 45.     (W)     SCALED    
 FD1140* NAVD 88     -       161.473  (meters)     529.77   (feet)  ADJUSTED  
 FD1140  ___________________________________________________________________
 FD1140  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1140  DYNAMIC HT  -         161.334 (meters)     529.31  (feet)  COMP
 FD1140  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD1140
 FD1140  VERT ORDER  -  SECOND    CLASS 0
 FD1140
 FD1140.The horizontal coordinates were scaled from a topographic map and have
 FD1140.an estimated accuracy of +/- 6 seconds.
 FD1140
 FD1140.The orthometric height was determined by differential leveling
 FD1140.and adjusted by the National Geodetic Survey in June 1991..
 FD1140
 FD1140.The geoid height was determined by GEOID03.
 FD1140
 FD1140.The dynamic height is computed by dividing the NAVD 88
 FD1140.geopotential number by the normal gravity value computed on the
 FD1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1140.degrees latitude (g = 980.6199 gals.).
 FD1140
 FD1140.The modeled gravity was interpolated from observed gravity values.
 FD1140
 FD1140;                    North         East    Units  Estimated Accuracy
 FD1140;SPC TN       -   172,820.      442,360.      MT  (+/- 180 meters Scaled)
 FD1140
 FD1140                          SUPERSEDED SURVEY CONTROL
 FD1140
 FD1140  NGVD 29 (??/??/92)  161.505  (m)          529.87   (f) ADJ UNCH    2 0
 FD1140
 FD1140.Superseded values are not recommended for survey control.
 FD1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1140.See file dsdata.txt to determine how the superseded data were derived.
 FD1140
 FD1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE326707(NAD 83)
 FD1140_MARKER: DR = REFERENCE MARK DISK
 FD1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1140_STAMPING: BARREN NO 2 1959
 FD1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1140+STABILITY: SURFACE MOTION
 FD1140
 FD1140  HISTORY     - Date     Condition        Report By
 FD1140  HISTORY     - 1959     MONUMENTED       CGS
 FD1140  HISTORY     - 1967     GOOD             NGS
 FD1140
 FD1140                          STATION DESCRIPTION
 FD1140
 FD1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1140'3.7 MI E FROM BUFFALO.
 FD1140'THIS MARK IS LOCATED AT THE BARREN 1959 TRAVERSE STATION SITE,
 FD1140'57.7 FEET WEST-NORTHWEST OF THE STATION MARK, 32 FEET WEST OF A
 FD1140'12-INCH TRIANGLE BLAZED OAK TREE AND ABOUT 5 1/2 FEET ABOVE THE
 FD1140'ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE TOP
 FD1140'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECT ABOUT
 FD1140'2 INCHES AND THE DISK IS STAMPED BARREN NO 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1248 ***********************************************************************
 FE1248  DESIGNATION -  BARTLETT
 FE1248  PID         -  FE1248
 FE1248  STATE/COUNTY-  TN/SHELBY
 FE1248  USGS QUAD   -  ELLENDALE (1993)
 FE1248
 FE1248                         *CURRENT SURVEY CONTROL
 FE1248  ___________________________________________________________________
 FE1248* NAD 83(1995)-  35 12 03.80439(N)    089 50 18.58763(W)     ADJUSTED  
 FE1248* NAVD 88     -        97.812  (meters)     320.90   (feet)  ADJUSTED  
 FE1248  ___________________________________________________________________
 FE1248  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FE1248  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1248  DYNAMIC HT  -          97.724 (meters)     320.62  (feet)  COMP
 FE1248  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 FE1248
 FE1248  HORZ ORDER  -  SECOND
 FE1248  VERT ORDER  -  FIRST     CLASS II
 FE1248
 FE1248.The horizontal coordinates were established by classical geodetic methods
 FE1248.and adjusted by the National Geodetic Survey in April 1999..
 FE1248
 FE1248.The orthometric height was determined by differential leveling
 FE1248.and adjusted by the National Geodetic Survey in June 1991..
 FE1248
 FE1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1248
 FE1248.The geoid height was determined by GEOID03.
 FE1248
 FE1248.The dynamic height is computed by dividing the NAVD 88
 FE1248.geopotential number by the normal gravity value computed on the
 FE1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1248.degrees latitude (g = 980.6199 gals.).
 FE1248
 FE1248.The modeled gravity was interpolated from observed gravity values.
 FE1248
 FE1248;                    North         East     Units Scale Factor Converg.
 FE1248;SPC TN       -   103,128.595   250,536.417   MT  1.00000900   -2 14 50.0
 FE1248;SPC TN       -   338,347.73    821,968.23   sFT  1.00000900   -2 14 50.0
 FE1248;UTM  16      - 3,899,031.578   241,581.910   MT  1.00042308   -1 38 13.7
 FE1248
 FE1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1248!SPC TN       -   0.99998894  x   1.00000900  =   0.99999794
 FE1248!UTM  16      -   0.99998894  x   1.00042308  =   1.00041202
 FE1248
 FE1248|---------------------------------------------------------------------|
 FE1248| PID    Reference Object                     Distance      Geod. Az  |
 FE1248|                                                           dddmmss.s |
 FE1248| FE1249 BARTLETT RM 1                        36.336 METERS 01002     |
 FE1248| FE2551 ELLENDALE MUNICIPAL TANK            APPROX. 1.3 KM 0453323.2 |
 FE1248| CG3179 BARTLETT AZ MK                                     0943054.0 |
 FE1248| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX.10.3 KM 1415340.4 |
 FE1248| FE2553 MEMPHIS TV STA WKNO MAST            APPROX. 5.4 KM 1635431.9 |
 FE1248| FE2554 MEMPHIS TV STA WREC MAST            APPROX. 2.3 KM 1653919.6 |
 FE1248| FE1247 BARTLETT RM 2                        35.596 METERS 16951     |
 FE1248|---------------------------------------------------------------------|
 FE1248
 FE1248                          SUPERSEDED SURVEY CONTROL
 FE1248
 FE1248  NAD 83(1995)-  35 12 03.80987(N)    089 50 18.58656(W) AD(       ) 2
 FE1248  NAD 83(1995)-  35 12 03.81093(N)    089 50 18.58716(W) AD(       ) 2
 FE1248  NAD 83(1986)-  35 12 03.81550(N)    089 50 18.58821(W) AD(       ) 2
 FE1248  NAD 27      -  35 12 03.49540(N)    089 50 18.27830(W) AD(       ) 2
 FE1248  NGVD 29 (??/??/??)   97.799  (m)          320.86   (f) ADJUSTED    1 2
 FE1248
 FE1248.Superseded values are not recommended for survey control.
 FE1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1248.See file dsdata.txt to determine how the superseded data were derived.
 FE1248
 FE1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4158299032(NAD 83)
 FE1248_MARKER: DS = TRIANGULATION STATION DISK
 FE1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1248_SP_SET: CONCRETE POST
 FE1248_STAMPING: BARTLETT 1958
 FE1248_MARK LOGO: CGS   
 FE1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1248+STABILITY: SURFACE MOTION
 FE1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1248+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1248
 FE1248  HISTORY     - Date     Condition        Report By
 FE1248  HISTORY     - 1957     MONUMENTED       CGS
 FE1248  HISTORY     - 1958     GOOD             CGS
 FE1248  HISTORY     - 1959     GOOD             CGS
 FE1248  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1248  HISTORY     - 19920115 GOOD             NGS
 FE1248  HISTORY     - 19940913 GOOD             TN1620
 FE1248  HISTORY     - 20021009 GOOD             USACE
 FE1248  HISTORY     - 20030730 GOOD             GEOCAC
 FE1248
 FE1248                          STATION DESCRIPTION
 FE1248
 FE1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE1248'THE STATION IS LOCATED ABOUT 2 MILES EAST OF BARTLETT AND 1-1/2 MILES
 FE1248'WEST OF OAK GROVE. IT IS 39 FEET EAST OF A FENCE, 93 FEET SOUTHEAST
 FE1248'OF THE CENTERLINE OF U.S. HIGHWAY 70 AND 79 AND 112 FEET SOUTHWEST OF
 FE1248'THE CENTERLINE OF A GRAVEL DRIVEWAY. THE MONUMENT IS FLUSH AND
 FE1248'THE DISK IS STAMPED BARTLETT 1957.
 FE1248'
 FE1248'REFERENCE MARK 1 IS 35 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAYS
 FE1248'70 AND 79, 6 INCHES SOUTH OF A POWER POLE AND 8 FEET NORTH OF THE
 FE1248'CENTERLINE OF THE GRAVEL DRIVEWAY.  THE MONUMENT PROJECTS 1 INCH AND
 FE1248'THE DISK IS STAMPED BARTLETT NO 1 1957.
 FE1248'
 FE1248'REFERENCE MARK 2 IS 6 INCHES NORTH OF A FENCE AND 51 FEET EAST OF A
 FE1248'FENCE CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BARTLETT
 FE1248'NO 2 1957.
 FE1248'
 FE1248'THE AZIMUTH MARK IS 2 FEET WEST OF A POWER POLE, 3 FEET SOUTHWEST OF
 FE1248'A WHITE WITNESS POST AND 20 FEET WEST OF THE CENTERLINE OF A
 FE1248'PAVED ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BARTLETT
 FE1248'1957.
 FE1248'
 FE1248'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON U.S.
 FE1248'HIGHWAYS 70 AND 79 FOR 0.2 MILE TO A PAVED SIDE ROAD RIGHT. TURN
 FE1248'RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.15 MILE TO THE MARK ON THE
 FE1248'RIGHT.
 FE1248'
 FE1248'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79 AND
 FE1248'64, LOCATED ABOUT 2 MILES EAST OF BARTLETT, GO SOUTHWEST ON
 FE1248'HIGHWAYS 70 AND 79 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 FE1248'
 FE1248'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE1248
 FE1248                          STATION RECOVERY (1958)
 FE1248
 FE1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1248'2.1 MI SE FROM BARTLETT.
 FE1248'1.8 MILES EAST ALONG STAGE RD. FROM THE CROSSING OF THE L. AND
 FE1248'N. RR AT BARTLETT, THENCE 0.3 MILES SOUTH ALONG HGY. 70 AND 79.
 FE1248'127.3 FT. SOUTH OF THE CENTER LINE OF JCT. OF HIGHWAY 70 AND 79,
 FE1248'AND PRIVATE DRIVEWAY LEADING TO A GREENHOUSE, 95.7 FT. SOUTHEAST
 FE1248'OF THE CENTER LINE OF HIGHWAY 70 AND 79, 33.4 FT. SOUTHEAST OF
 FE1248'POWER LINE POLE NO. 38671, A C AND GS DISK SET IN TOP OF A
 FE1248'CONCRETE POST PROJECTING 0 INCHES, ABOUT 4 FT. BELOW THE LEVEL
 FE1248'OF THE HIGHWAY.
 FE1248
 FE1248                          STATION RECOVERY (1959)
 FE1248
 FE1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1248'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE1248'GOOD CONDITION. THE 1957 DESCRIPTION IS ADEQUATE.
 FE1248
 FE1248                          STATION RECOVERY (1989)
 FE1248
 FE1248'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1248'MARK NOT FOUND.
 FE1248
 FE1248                          STATION RECOVERY (1992)
 FE1248
 FE1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1248'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 70 (SUMMER AVENUE)
 FE1248'FROM THE JUNCTION OF U.S. HIGHWAY 64 (STAGE ROAD) IN BARTLETT, 31.2 M
 FE1248'(102.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHELBY MARINE
 FE1248'COMPANY BUILDING AT 6737 SUMMER ABENUE, 28.4 M (93.2 FT) SOUTHEAST OF
 FE1248'THE CENTERLINE OF THE HIGHWAY, 16.5 M (54.1 FT) NORTHWEST OF A
 FE1248'CHAIN-LINK FENCE, 11.9 M (39.0 FT) SOUTHWEST OF THE CENTER OF THE
 FE1248'SHELBY MARINE ENTRANCE ROAD, 11.7 M (38.4 FT) SOUTHEAST OF THE
 FE1248'SOUTHEAST END OF A SIGN (SHELBY MARINE ENTRANCE), 7.5 M (24.6 FT)
 FE1248'NORTHEAST OF A 30-INCH PECAN TREE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 FE1248'THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.03 M (0.10 FT) BELOW THE
 FE1248'GROUND SURFACE.
 FE1248
 FE1248                          STATION RECOVERY (1994)
 FE1248
 FE1248'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1248'RECOVERED IN GOOD CONDITION.
 FE1248
 FE1248                          STATION RECOVERY (2002)
 FE1248
 FE1248'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1248'RECOVERED IN GOOD CONDITION.
 FE1248
 FE1248                          STATION RECOVERY (2003)
 FE1248
 FE1248'RECOVERY NOTE BY GEOCACHING 2003
 FE1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2548 ***********************************************************************
 FE2548  DESIGNATION -  BARTLETT MUNICIPAL TANK
 FE2548  PID         -  FE2548
 FE2548  STATE/COUNTY-  TN/SHELBY
 FE2548  USGS QUAD   -  ELLENDALE (1993)
 FE2548
 FE2548                         *CURRENT SURVEY CONTROL
 FE2548  ___________________________________________________________________
 FE2548* NAD 83(1995)-  35 12 23.61271(N)    089 52 20.50975(W)     ADJUSTED  
 FE2548* NAVD 88     -                                                        
 FE2548  ___________________________________________________________________
 FE2548  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FE2548  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2548
 FE2548  HORZ ORDER  -  THIRD
 FE2548
 FE2548.The horizontal coordinates were established by classical geodetic methods
 FE2548.and adjusted by the National Geodetic Survey in April 1999..
 FE2548
 FE2548
 FE2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2548
 FE2548.The geoid height was determined by GEOID03.
 FE2548
 FE2548;                    North         East     Units Scale Factor Converg.
 FE2548;SPC TN       -   103,860.037   247,478.831   MT  1.00000795   -2 16 01.3
 FE2548;SPC TN       -   340,747.47    811,936.80   sFT  1.00000795   -2 16 01.3
 FE2548;UTM  16      - 3,899,730.719   238,515.408   MT  1.00044273   -1 39 25.0
 FE2548
 FE2548                          SUPERSEDED SURVEY CONTROL
 FE2548
 FE2548  NAD 83(1995)-  35 12 23.61852(N)    089 52 20.50950(W) AD(       ) 4
 FE2548  NAD 83(1995)-  35 12 23.61959(N)    089 52 20.51000(W) AD(       ) 4
 FE2548  NAD 83(1986)-  35 12 23.62389(N)    089 52 20.51041(W) AD(       ) 4
 FE2548  NAD 27      -  35 12 23.30500(N)    089 52 20.19900(W) AD(       ) 3
 FE2548
 FE2548.Superseded values are not recommended for survey control.
 FE2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2548.See file dsdata.txt to determine how the superseded data were derived.
 FE2548
 FE2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3851599731(NAD 83)
 FE2548_MARKER: 53 = ELEVATED TANK
 FE2548
 FE2548  HISTORY     - Date     Condition        Report By
 FE2548  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2548
 FE2548                          STATION DESCRIPTION
 FE2548
 FE2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2548'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE BARTLETT
 FE2548'MUNICIPAL WATER TANK LOCATED 26 FEET SOUTH OF THE SOUTHEAST
 FE2548'CORNER OF THE BARTLETT CITY HALL AT 5727 WOODLAWN STREET.
 FE2548'
 FE2548'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE. THE TANK AND
 FE2548'THE SUPPORTING STRUCTURE IS PAINTED SILVER AND THE TANK BEARS
 FE2548'THE LEGEND BARTLETT IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES.
 FE2548'THE OVERALL HEIGHT IS ABOUT 140 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1249 ***********************************************************************
 FE1249  DESIGNATION -  BARTLETT RM 1
 FE1249  PID         -  FE1249
 FE1249  STATE/COUNTY-  TN/SHELBY
 FE1249  USGS QUAD   -  ELLENDALE (1993)
 FE1249
 FE1249                         *CURRENT SURVEY CONTROL
 FE1249  ___________________________________________________________________
 FE1249* NAD 83(1986)-  35 12 04.     (N)    089 50 18.     (W)     SCALED    
 FE1249* NAVD 88     -        98.312  (meters)     322.55   (feet)  ADJUSTED  
 FE1249  ___________________________________________________________________
 FE1249  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1249  DYNAMIC HT  -          98.223 (meters)     322.25  (feet)  COMP
 FE1249  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 FE1249
 FE1249  VERT ORDER  -  FIRST     CLASS II
 FE1249
 FE1249.The horizontal coordinates were scaled from a topographic map and have
 FE1249.an estimated accuracy of +/- 6 seconds.
 FE1249
 FE1249.The orthometric height was determined by differential leveling
 FE1249.and adjusted by the National Geodetic Survey in June 1991..
 FE1249
 FE1249.The geoid height was determined by GEOID03.
 FE1249
 FE1249.The dynamic height is computed by dividing the NAVD 88
 FE1249.geopotential number by the normal gravity value computed on the
 FE1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1249.degrees latitude (g = 980.6199 gals.).
 FE1249
 FE1249.The modeled gravity was interpolated from observed gravity values.
 FE1249
 FE1249;                    North         East    Units  Estimated Accuracy
 FE1249;SPC TN       -   103,130.      250,550.      MT  (+/- 180 meters Scaled)
 FE1249
 FE1249                          SUPERSEDED SURVEY CONTROL
 FE1249
 FE1249  NGVD 29 (??/??/??)   98.299  (m)          322.50   (f) ADJUSTED    1 2
 FE1249
 FE1249.Superseded values are not recommended for survey control.
 FE1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1249.See file dsdata.txt to determine how the superseded data were derived.
 FE1249
 FE1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD415990(NAD 83)
 FE1249_MARKER: DR = REFERENCE MARK DISK
 FE1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1249_SP_SET: CONCRETE POST
 FE1249_STAMPING: BARTLETT NO 1 1958
 FE1249_MARK LOGO: CGS   
 FE1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1249+STABILITY: SURFACE MOTION
 FE1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1249+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 FE1249
 FE1249  HISTORY     - Date     Condition        Report By
 FE1249  HISTORY     - 1957     MONUMENTED       CGS
 FE1249  HISTORY     - 1958     GOOD             CGS
 FE1249  HISTORY     - 19920115 GOOD             NGS
 FE1249  HISTORY     - 19940913 GOOD             TN1620
 FE1249  HISTORY     - 20021009 MARK NOT FOUND   USACE
 FE1249  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE1249
 FE1249                          STATION DESCRIPTION
 FE1249
 FE1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1249'2.1 MI SE FROM BARTLETT.
 FE1249'1.8 MILES EAST ALONG STAGE RD. FROM THE CROSSING OF THE L. AND
 FE1249'N. RR AT BARTLETT, THENCE 0.3 MILE SOUTH ALONG HGY. 70 AND 79.
 FE1249'35.0 FT. SOUTHEAST OF THE CENTER LINE OF HGY. 70 AND 79, 0.5 FT.
 FE1249'SOUTH OF A POWER LINE POLE, 8.0 FT. NORTH OF THE CENTER LINE OF
 FE1249'A GRAVEL DRIVEWAY, A C AND GS TRIANGULATION REFERENCE MARK DISK
 FE1249'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, ABOUT 2.0
 FE1249'FT. BELOW THE LEVEL OF THE HIGHWAY.
 FE1249
 FE1249                          STATION RECOVERY (1992)
 FE1249
 FE1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1249'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 70 (SUMMER AVENUE)
 FE1249'FROM THE JUNCTION OF U.S. HIGHWAY 64 (STAGE ROAD) IN BARTLETT, 36.3 M
 FE1249'(119.1 FT) NORTH OF TRIANGULATION STATION BARTLETT, 34.3 M
 FE1249'(112.5 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE SHELBY
 FE1249'MARINE COMPANY BUILDING AT 6737 SUMMER AVENUE, 23.1 M (75.8 FT)
 FE1249'NORTHEAST OF THE CENTER OF THE SHELBY MARINE ENTRANCE ROAD, 10.1 M
 FE1249'(33.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT)
 FE1249'SOUTHWEST OF UTILITY POLE NUMBER 678, 0.3 M (1.0 FT) ABOVE THE LEVEL
 FE1249'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE
 FE1249'GROUND SURFACE.
 FE1249
 FE1249                          STATION RECOVERY (1994)
 FE1249
 FE1249'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1249'RECOVERED IN GOOD CONDITION.
 FE1249
 FE1249                          STATION RECOVERY (2002)
 FE1249
 FE1249'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1249'SUSPECTED DESTROYED. HWY HAS BEEN WIDENED AND NEW SIDEWALK POURED IN
 FE1249'AREA.
 FE1249
 FE1249                          STATION RECOVERY (2003)
 FE1249
 FE1249'RECOVERY NOTE BY GEOCACHING 2003
 FE1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1247 ***********************************************************************
 FE1247  DESIGNATION -  BARTLETT RM 2
 FE1247  PID         -  FE1247
 FE1247  STATE/COUNTY-  TN/SHELBY
 FE1247  USGS QUAD   -  ELLENDALE (1993)
 FE1247
 FE1247                         *CURRENT SURVEY CONTROL
 FE1247  ___________________________________________________________________
 FE1247* NAD 83(1986)-  35 12 03.     (N)    089 50 18.     (W)     SCALED    
 FE1247* NAVD 88     -        96.773  (meters)     317.50   (feet)  ADJUSTED  
 FE1247  ___________________________________________________________________
 FE1247  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1247  DYNAMIC HT  -          96.685 (meters)     317.21  (feet)  COMP
 FE1247  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 FE1247
 FE1247  VERT ORDER  -  SECOND    CLASS 0
 FE1247
 FE1247.The horizontal coordinates were scaled from a topographic map and have
 FE1247.an estimated accuracy of +/- 6 seconds.
 FE1247
 FE1247.The orthometric height was determined by differential leveling
 FE1247.and adjusted by the National Geodetic Survey in June 1991..
 FE1247
 FE1247.The geoid height was determined by GEOID03.
 FE1247
 FE1247.The dynamic height is computed by dividing the NAVD 88
 FE1247.geopotential number by the normal gravity value computed on the
 FE1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1247.degrees latitude (g = 980.6199 gals.).
 FE1247
 FE1247.The modeled gravity was interpolated from observed gravity values.
 FE1247
 FE1247;                    North         East    Units  Estimated Accuracy
 FE1247;SPC TN       -   103,100.      250,550.      MT  (+/- 180 meters Scaled)
 FE1247
 FE1247                          SUPERSEDED SURVEY CONTROL
 FE1247
 FE1247  NGVD 29 (??/??/??)   96.760  (m)          317.45   (f) ADJUSTED    2 0
 FE1247
 FE1247.Superseded values are not recommended for survey control.
 FE1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1247.See file dsdata.txt to determine how the superseded data were derived.
 FE1247
 FE1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD415990(NAD 83)
 FE1247_MARKER: DR = REFERENCE MARK DISK
 FE1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1247_STAMPING: BARTLETT NO 2
 FE1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1247+STABILITY: SURFACE MOTION
 FE1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1247+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 FE1247
 FE1247  HISTORY     - Date     Condition        Report By
 FE1247  HISTORY     - 1957     MONUMENTED       CGS
 FE1247  HISTORY     - 1958     GOOD             CGS
 FE1247  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1247  HISTORY     - 19940913 GOOD             TN1620
 FE1247  HISTORY     - 20021009 GOOD             USACE
 FE1247
 FE1247                          STATION DESCRIPTION
 FE1247
 FE1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1247'2.1 MI SE FROM BARTLETT.
 FE1247'1.8 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING AT
 FE1247'BARTLETT, THENCE 0.3 MILE SOUTH ALONG HGY. 70 AND 79.  51.0 FT.
 FE1247'EAST OF A FENCE CORNER, 0.5 FT. NORTH OF A FENCE, A C AND GS
 FE1247'TRIANGULATION REFERENCE MARK DISK SET IN TOP OF A CONCRETE POST
 FE1247'FLUSH WITH THE GROUND, ABOUT 8.0 FT. BELOW THE LEVEL OF THE
 FE1247'HIGHWAY.
 FE1247
 FE1247                          STATION RECOVERY (1992)
 FE1247
 FE1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1247'THERE IS A PARKING LOT AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
 FE1247
 FE1247                          STATION RECOVERY (1994)
 FE1247
 FE1247'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1247'RECOVERED IN GOOD CONDITION.
 FE1247
 FE1247                          STATION RECOVERY (2002)
 FE1247
 FE1247'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1126 ***********************************************************************
 GA1126  DESIGNATION -  BARTON
 GA1126  PID         -  GA1126
 GA1126  STATE/COUNTY-  TN/HAWKINS
 GA1126  USGS QUAD   -  PLUM GROVE (1991)
 GA1126
 GA1126                         *CURRENT SURVEY CONTROL
 GA1126  ___________________________________________________________________
 GA1126* NAD 83(1995)-  36 30 01.57827(N)    082 48 13.94803(W)     ADJUSTED  
 GA1126* NAVD 88     -       388.181  (meters)    1273.56   (feet)  ADJUSTED  
 GA1126  ___________________________________________________________________
 GA1126  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GA1126  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1126  DYNAMIC HT  -         387.833 (meters)    1272.42  (feet)  COMP
 GA1126  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 GA1126
 GA1126  HORZ ORDER  -  SECOND
 GA1126  VERT ORDER  -  SECOND    CLASS 0
 GA1126
 GA1126.The horizontal coordinates were established by classical geodetic methods
 GA1126.and adjusted by the National Geodetic Survey in April 1999..
 GA1126
 GA1126.The orthometric height was determined by differential leveling
 GA1126.and adjusted by the National Geodetic Survey in June 1991..
 GA1126
 GA1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1126
 GA1126.The geoid height was determined by GEOID03.
 GA1126
 GA1126.The dynamic height is computed by dividing the NAVD 88
 GA1126.geopotential number by the normal gravity value computed on the
 GA1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1126.degrees latitude (g = 980.6199 gals.).
 GA1126
 GA1126.The modeled gravity was interpolated from observed gravity values.
 GA1126
 GA1126;                    North         East     Units Scale Factor Converg.
 GA1126;SPC TN       -   245,119.971   886,296.456   MT  1.00001593   +1 52 16.1
 GA1126;SPC TN       -   804,197.77  2,907,790.96   sFT  1.00001593   +1 52 16.1
 GA1126;UTM  17      - 4,040,969.733   338,446.583   MT  0.99992156   -1 04 23.6
 GA1126
 GA1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1126!SPC TN       -   0.99994400  x   1.00001593  =   0.99995993
 GA1126!UTM  17      -   0.99994400  x   0.99992156  =   0.99986556
 GA1126
 GA1126                          SUPERSEDED SURVEY CONTROL
 GA1126
 GA1126  NAD 83(1995)-  36 30 01.58079(N)    082 48 13.95021(W) AD(       ) 2
 GA1126  NAD 83(1995)-  36 30 01.58904(N)    082 48 13.96354(W) AD(       ) 2
 GA1126  NAD 83(1995)-  36 30 01.58485(N)    082 48 13.95177(W) AD(       ) 2
 GA1126  NAD 83(1986)-  36 30 01.58715(N)    082 48 13.95235(W) AD(       ) 2
 GA1126  NAD 27      -  36 30 01.23767(N)    082 48 14.36851(W) AD(       ) 2
 GA1126  NGVD 29 (07/19/86)  388.36   (m)         1274.1    (f) LEVELING    3  
 GA1126
 GA1126.Superseded values are not recommended for survey control.
 GA1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1126.See file dsdata.txt to determine how the superseded data were derived.
 GA1126
 GA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3844740970(NAD 83)
 GA1126_MARKER: DD = SURVEY DISK
 GA1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1126_STAMPING: BARTON 1963
 GA1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1126+STABILITY: SURFACE MOTION
 GA1126
 GA1126  HISTORY     - Date     Condition        Report By
 GA1126  HISTORY     - 1963     MONUMENTED       TNHD
 GA1126  HISTORY     - 1964     GOOD             TNHD
 GA1126
 GA1126                          STATION DESCRIPTION
 GA1126
 GA1126'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1126'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF SURGOINSVILLE.
 GA1126'
 GA1126'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE, GO
 GA1126'NORTHEASTERLY ON U.S.
 GA1126'HIGHWAY 11W FOR 3.2 MILES TO A PAVED DRIVEWAY ON THE RIGHT
 GA1126'AND A BRICK RESIDENCE ON
 GA1126'TOP OF A HILL.  TURN RIGHT AND FOLLOW
 GA1126'DRIVEWAY PASSING THE BRICK HOUSE, TO THE
 GA1126'STATION ON THE RIGHT NEAR A
 GA1126'BARN.
 GA1126'
 GA1126'THE STATION IS 16 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A BARN, 7
 GA1126'FEET SOUTHWEST OF THE
 GA1126'APPROXIMATE CENTER OF A FARM ROAD, 1.7 FEET NORTH OF
 GA1126'A WITNESS POST AND 1 FOOT NORTHEAST
 GA1126'OF A WIRE FENCE.  THE SURFACE AND
 GA1126'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA1126'DEPARTMENT DISKS AND
 GA1126'ARE STAMPED BARTON 1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GA1126'BELOW THE
 GA1126'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA1126'FLUSH, CONCRETE MONUMENT.
 GA1126'
 GA1126'REFERENCE MARK NO. 1 IS 27 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GA1126'A BARN, 9 FEET SOUTHWEST
 GA1126'OF THE APPROXIMATE CENTER OF A FARM ROAD AND 2 FEET
 GA1126'SOUTHWEST OF A WIRE FENCE.  IT IS A
 GA1126'STANDARD TENNESSEE HIGHWAY
 GA1126'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA1126'CONCRETE MONUMENT AND
 GA1126'THE DISK IS STAMPED BARTON RM-1 1963.
 GA1126'
 GA1126'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE SOUTHEAST CORNER OF A
 GA1126'BARN, 8 FEET SOUTHWEST OF
 GA1126'THE APPROXIMATE CENTER OF A FARM ROAD AND 1 FOOT
 GA1126'SOUTHWEST OF A WIRE FENCE.  IT
 GA1126'IS A STANDARD TENNESSEE HIGHWAY
 GA1126'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA1126'CONCRETE MONUMENT AND
 GA1126'THE DISK IS STAMPED BARTON RM-2 1963.
 GA1126'
 GA1126'THE AZIMUTH MARK IS 75 FEET EAST OF A 6-INCH CEDAR TREE, 26 FEET
 GA1126'NORTH OF THE APPROXIMATE
 GA1126'CENTER OF U.S.  HIGHWAY 11W, 2 FEET WEST OF A WITNESS
 GA1126'POST AND 1.7 FEET SOUTH OF AN
 GA1126'EAST-WEST FENCE LINE.  IT IS A STANDARD
 GA1126'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1126'10-INCH SQUARE, FLUSH,
 GA1126'CONCRETE MONUMENT AND THE DISK IS STAMPED BARTON AZI 1963.
 GA1126'
 GA1126'TO REACH THE AZIMUTH MARK FROM THE PAVED DRIVEWAY, CONTINUE EASTWARD
 GA1126'ON U.S.  HIGHWAY 11W FOR
 GA1126'0.4 MILE TO THE MARK ON THE LEFT.
 GA1126'
 GA1126'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA1126
 GA1126                          STATION RECOVERY (1964)
 GA1126
 GA1126'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1126'3 MI NE FROM SURGOINSVILLE.
 GA1126'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE,
 GA1126'GO NORTHEASTERLY ON U.S. HIGHWAY 11W FOR 3.2 MILES TO A PAVED
 GA1126'DRIVEWAY ON THE RIGHT AND A BRICK RESIDENCE ON TOP OF A HILL.
 GA1126'TURN RIGHT AND FOLLOW DRIVEWAY PASSING THE BRICK HOUSE, TO
 GA1126'THE STATION ON THE RIGHT NEAR A BARN.  THE STATION IS 16 FEET
 GA1126'NORTHEAST OF THE SOUTHEAST CORNER OF A BARN, 7 FEET SOUTHWEST
 GA1126'OF THE APPROXIMATE CENTER OF A FARM ROAD, 1.7 FEET NORTH OF
 GA1126'A WITNESS POST AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE MARK
 GA1126'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1126'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1128 ***********************************************************************
 GA1128  DESIGNATION -  BARTON AZ MK
 GA1128  PID         -  GA1128
 GA1128  STATE/COUNTY-  TN/HAWKINS
 GA1128  USGS QUAD   -  PLUM GROVE (1991)
 GA1128
 GA1128                         *CURRENT SURVEY CONTROL
 GA1128  ___________________________________________________________________
 GA1128* NAD 83(1986)-  36 30 11.     (N)    082 47 56.     (W)     SCALED    
 GA1128* NAVD 88     -       386.433  (meters)    1267.82   (feet)  ADJUSTED  
 GA1128  ___________________________________________________________________
 GA1128  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1128  DYNAMIC HT  -         386.086 (meters)    1266.68  (feet)  COMP
 GA1128  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 GA1128
 GA1128  VERT ORDER  -  SECOND    CLASS 0
 GA1128
 GA1128.The horizontal coordinates were scaled from a topographic map and have
 GA1128.an estimated accuracy of +/- 6 seconds.
 GA1128
 GA1128.The orthometric height was determined by differential leveling
 GA1128.and adjusted by the National Geodetic Survey in June 1991..
 GA1128
 GA1128.The geoid height was determined by GEOID03.
 GA1128
 GA1128.The dynamic height is computed by dividing the NAVD 88
 GA1128.geopotential number by the normal gravity value computed on the
 GA1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1128.degrees latitude (g = 980.6199 gals.).
 GA1128
 GA1128.The modeled gravity was interpolated from observed gravity values.
 GA1128
 GA1128;                    North         East    Units  Estimated Accuracy
 GA1128;SPC TN       -   245,430.      886,730.      MT  (+/- 180 meters Scaled)
 GA1128
 GA1128                          SUPERSEDED SURVEY CONTROL
 GA1128
 GA1128  NGVD 29 (??/??/92)  386.671  (m)         1268.60   (f) ADJ UNCH    2 0
 GA1128
 GA1128.Superseded values are not recommended for survey control.
 GA1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1128.See file dsdata.txt to determine how the superseded data were derived.
 GA1128
 GA1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA388412(NAD 83)
 GA1128_MARKER: DD = SURVEY DISK
 GA1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1128_STAMPING: BARTON AZI 1963
 GA1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1128+STABILITY: SURFACE MOTION
 GA1128
 GA1128  HISTORY     - Date     Condition        Report By
 GA1128  HISTORY     - 1963     MONUMENTED       TNHD
 GA1128  HISTORY     - 1964     GOOD             TNHD
 GA1128
 GA1128                          STATION DESCRIPTION
 GA1128
 GA1128'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1128'3.5 MI NE FROM SURGOINSVILLE.
 GA1128'TO REACH THE MARK FROM THE POST OFFICE IN SURGOINSVILLE, GO
 GA1128'NORTHEASTERLY ON U.S. HIGHWAY 11W FOR 3.6 MILES TO THE MARK
 GA1128'ON THE LEFT.  THE MARK IS 75 FEET EAST OF A 6-INCH CEDAR TREE,
 GA1128'26 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W,
 GA1128'2 FEET WEST OF A WITNESS POST AND 1.7 FEET SOUTH OF AN EAST-WEST
 GA1128'FENCE LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1128'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA1128'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1127 ***********************************************************************
 GA1127  DESIGNATION -  BARTON RM 1
 GA1127  PID         -  GA1127
 GA1127  STATE/COUNTY-  TN/HAWKINS
 GA1127  USGS QUAD   -  PLUM GROVE (1991)
 GA1127
 GA1127                         *CURRENT SURVEY CONTROL
 GA1127  ___________________________________________________________________
 GA1127* NAD 83(1986)-  36 30 01.     (N)    082 48 13.     (W)     SCALED    
 GA1127* NAVD 88     -       387.907  (meters)    1272.66   (feet)  ADJUSTED  
 GA1127  ___________________________________________________________________
 GA1127  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1127  DYNAMIC HT  -         387.559 (meters)    1271.52  (feet)  COMP
 GA1127  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GA1127
 GA1127  VERT ORDER  -  SECOND    CLASS 0
 GA1127
 GA1127.The horizontal coordinates were scaled from a topographic map and have
 GA1127.an estimated accuracy of +/- 6 seconds.
 GA1127
 GA1127.The orthometric height was determined by differential leveling
 GA1127.and adjusted by the National Geodetic Survey in June 1991..
 GA1127
 GA1127.The geoid height was determined by GEOID03.
 GA1127
 GA1127.The dynamic height is computed by dividing the NAVD 88
 GA1127.geopotential number by the normal gravity value computed on the
 GA1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1127.degrees latitude (g = 980.6199 gals.).
 GA1127
 GA1127.The modeled gravity was interpolated from observed gravity values.
 GA1127
 GA1127;                    North         East    Units  Estimated Accuracy
 GA1127;SPC TN       -   245,100.      886,320.      MT  (+/- 180 meters Scaled)
 GA1127
 GA1127                          SUPERSEDED SURVEY CONTROL
 GA1127
 GA1127  NGVD 29 (??/??/92)  388.085  (m)         1273.24   (f) ADJ UNCH    2 0
 GA1127
 GA1127.Superseded values are not recommended for survey control.
 GA1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1127.See file dsdata.txt to determine how the superseded data were derived.
 GA1127
 GA1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA384409(NAD 83)
 GA1127_MARKER: DD = SURVEY DISK
 GA1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1127_STAMPING: BARTON RM-1 1963
 GA1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1127+STABILITY: SURFACE MOTION
 GA1127
 GA1127  HISTORY     - Date     Condition        Report By
 GA1127  HISTORY     - 1963     MONUMENTED       TNHD
 GA1127  HISTORY     - 1964     GOOD             TNHD
 GA1127
 GA1127                          STATION DESCRIPTION
 GA1127
 GA1127'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1127'3 MI NE FROM SURGOINSVILLE.
 GA1127'THE MARK IS LOCATED AT THE BARTON 1963 STATION SITE, 27 FEET
 GA1127'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 9 FEET SOUTHWEST
 GA1127'OF THE APPROXIMATE CENTER OF A FARM ROAD AND 2 FEET SOUTHWEST
 GA1127'OF A WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1127'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA1127'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1125 ***********************************************************************
 GA1125  DESIGNATION -  BARTON RM 2
 GA1125  PID         -  GA1125
 GA1125  STATE/COUNTY-  TN/HAWKINS
 GA1125  USGS QUAD   -  PLUM GROVE (1991)
 GA1125
 GA1125                         *CURRENT SURVEY CONTROL
 GA1125  ___________________________________________________________________
 GA1125* NAD 83(1986)-  36 30 01.     (N)    082 48 13.     (W)     SCALED    
 GA1125* NAVD 88     -       388.219  (meters)    1273.68   (feet)  ADJUSTED  
 GA1125  ___________________________________________________________________
 GA1125  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1125  DYNAMIC HT  -         387.871 (meters)    1272.54  (feet)  COMP
 GA1125  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GA1125
 GA1125  VERT ORDER  -  SECOND    CLASS 0
 GA1125
 GA1125.The horizontal coordinates were scaled from a topographic map and have
 GA1125.an estimated accuracy of +/- 6 seconds.
 GA1125
 GA1125.The orthometric height was determined by differential leveling
 GA1125.and adjusted by the National Geodetic Survey in June 1991..
 GA1125
 GA1125.The geoid height was determined by GEOID03.
 GA1125
 GA1125.The dynamic height is computed by dividing the NAVD 88
 GA1125.geopotential number by the normal gravity value computed on the
 GA1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1125.degrees latitude (g = 980.6199 gals.).
 GA1125
 GA1125.The modeled gravity was interpolated from observed gravity values.
 GA1125
 GA1125;                    North         East    Units  Estimated Accuracy
 GA1125;SPC TN       -   245,100.      886,320.      MT  (+/- 180 meters Scaled)
 GA1125
 GA1125                          SUPERSEDED SURVEY CONTROL
 GA1125
 GA1125  NGVD 29 (??/??/92)  388.396  (m)         1274.26   (f) ADJ UNCH    2 0
 GA1125
 GA1125.Superseded values are not recommended for survey control.
 GA1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1125.See file dsdata.txt to determine how the superseded data were derived.
 GA1125
 GA1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA384409(NAD 83)
 GA1125_MARKER: DB = BENCH MARK DISK
 GA1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1125_STAMPING: BARTON RM-2 1963
 GA1125_MARK LOGO: TNHD  
 GA1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1125+STABILITY: SURFACE MOTION
 GA1125
 GA1125  HISTORY     - Date     Condition        Report By
 GA1125  HISTORY     - 1963     MONUMENTED       TNHD
 GA1125  HISTORY     - 1964     GOOD             TNHD
 GA1125
 GA1125                          STATION DESCRIPTION
 GA1125
 GA1125'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1125'3 MI NE FROM SURGOINSVILLE.
 GA1125'THE MARK IS LOCATED AT THE BARTON 1963 STATION SITE, 24 FEET
 GA1125'NORTH OF THE SOUTHEAST CORNER OF A BARN, 8 FEET SOUTHWEST OF
 GA1125'THE APPROXIMATE CENTER OF A FARM ROAD AND 1 FOOT SOUTHWEST OF
 GA1125'A WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1125'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA1125'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2596 ***********************************************************************
 GB2596  DESIGNATION -  BASLER
 GB2596  PID         -  GB2596
 GB2596  STATE/COUNTY-  TN/MORGAN
 GB2596  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2596
 GB2596                         *CURRENT SURVEY CONTROL
 GB2596  ___________________________________________________________________
 GB2596* NAD 83(1995)-  36 04 41.30631(N)    084 30 44.89311(W)     ADJUSTED  
 GB2596* NAVD 88     -       425.0    (meters)    1394.     (feet)  VERTCON   
 GB2596  ___________________________________________________________________
 GB2596  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 GB2596  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB2596
 GB2596  HORZ ORDER  -  SECOND
 GB2596
 GB2596.The horizontal coordinates were established by classical geodetic methods
 GB2596.and adjusted by the National Geodetic Survey in April 1999..
 GB2596
 GB2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2596
 GB2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2596
 GB2596.The geoid height was determined by GEOID03.
 GB2596
 GB2596;                    North         East     Units Scale Factor Converg.
 GB2596;SPC TN       -   194,603.724   733,977.864   MT  0.99995744   +0 52 15.1
 GB2596;SPC TN       -   638,462.38  2,408,059.04   sFT  0.99995744   +0 52 15.1
 GB2596;UTM  16      - 3,995,479.933   723,995.506   MT  1.00021827   +1 27 55.7
 GB2596
 GB2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2596!SPC TN       -   0.99993794  x   0.99995744  =   0.99989538
 GB2596!UTM  16      -   0.99993794  x   1.00021827  =   1.00015620
 GB2596
 GB2596:                Primary Azimuth Mark                     Grid Az
 GB2596:SPC TN       -  BASLER AZ MK                             173 11 51.4
 GB2596:UTM  16      -  BASLER AZ MK                             172 36 10.8
 GB2596
 GB2596|---------------------------------------------------------------------|
 GB2596| PID    Reference Object                     Distance      Geod. Az  |
 GB2596|                                                           dddmmss.s |
 GB2596| DB8701 BASLER AZ MK                                       1740406.5 |
 GB2596| DB8702 BASLER RM 1                          34.845 METERS 25636     |
 GB2596| DB8703 BASLER RM 2                          30.976 METERS 27531     |
 GB2596|---------------------------------------------------------------------|
 GB2596
 GB2596                          SUPERSEDED SURVEY CONTROL
 GB2596
 GB2596  NAD 83(1995)-  36 04 41.31236(N)    084 30 44.89375(W) AD(       ) 2
 GB2596  NAD 83(1995)-  36 04 41.31566(N)    084 30 44.89415(W) AD(       ) 2
 GB2596  NAD 83(1986)-  36 04 41.31829(N)    084 30 44.89231(W) AD(       ) 2
 GB2596  NAD 27      -  36 04 41.04483(N)    084 30 45.12668(W) AD(       ) 2
 GB2596  NGVD 29 (07/19/86)  425.1    (m)         1395.     (f) VERT ANG       
 GB2596
 GB2596.Superseded values are not recommended for survey control.
 GB2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2596.See file dsdata.txt to determine how the superseded data were derived.
 GB2596
 GB2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2399695480(NAD 83)
 GB2596_MARKER: DD = SURVEY DISK
 GB2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2596
 GB2596  HISTORY     - Date     Condition        Report By
 GB2596  HISTORY     - 1965     MONUMENTED       TNHD
 GB2596
 GB2596                          STATION DESCRIPTION
 GB2596
 GB2596'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2596'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF WARTBURG.
 GB2596'
 GB2596'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG, GO EAST ON
 GB2596'U.S. HIGHWAY 27 FOR 0.3 MILE TO THE JUNCTION OF STATE ROUTE 62 ON
 GB2596'THE LEFT, TURN LEFT AND GO 5.25 MILES SE ON STATE ROUTE 62 TO A GAP
 GB2596'IN A FENCE ON THE LEFT.  FROM HERE PACK TO THE TOP OF A SMALL
 GB2596'HILL AND THE STATION ON THE TOP AT THE WEST EDGE OF A CLEARED FIELD.
 GB2596'
 GB2596'THE STATION MARK IS 29 FEET NORTHWEST OF A 12-INCH YELLOW PINE TREE,
 GB2596'19 FEET NORTH OF A 14-INCH OAK TREE, 11 FEET EAST OF A 4-INCH
 GB2596'TWIN-TRUNKED YELLOW PINE TREE AND 2.8 FEET SOUTHWEST OF A WITNESS
 GB2596'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GB2596'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED BASLER 1965.  THE
 GB2596'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2596'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2596'
 GB2596'REFERENCE MARK NO. 1 IS 25 FEET NORTHEAST OF A 12-INCH WHITE PINE
 GB2596'TREE, 23 FEET SOUTHEAST OF A 12-INCH WHITE PINE TREE AND 17 FEET
 GB2596'WEST OF A 6-INCH YELLOW PINE TREE.  IT IS A STANDARD TENNESSEE
 GB2596'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2596'MONUMENT AND THE DISK IS STAMPED BASLER RM-1 1965.
 GB2596'
 GB2596'REFERENCE MARK NO. 2 IS 36 FEET SOUTHEAST OF A 20-INCH WHITE PINE
 GB2596'TREE AND 26 FEET NORTHEAST OF A 12-INCH WHITE PINE TREE.  IT IS A
 GB2596'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2596'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BASLER RM-2
 GB2596'1965.
 GB2596'
 GB2596'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB2596'PAVED ROAD, 12 FEET WEST OF A FARM TRACK ROAD AND 1.7 FEET
 GB2596'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2596'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GB2596'AND THE DISK IS STAMPED BASLER AZI 1965.
 GB2596'
 GB2596'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST ON
 GB2596'STATE ROUTE 62 FOR 0.2 MILE TO A PAVED ROAD ON THE RIGHT, TURN
 GB2596'RIGHT, SOUTH, AND GO 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GB2596'
 GB2596'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2596'
 GB2596'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0942 ***********************************************************************
 FD0942  DESIGNATION -  BASS
 FD0942  PID         -  FD0942
 FD0942  STATE/COUNTY-  TN/MAURY
 FD0942  USGS QUAD   -  SUMMERTOWN (1976)
 FD0942
 FD0942                         *CURRENT SURVEY CONTROL
 FD0942  ___________________________________________________________________
 FD0942* NAD 83(1995)-  35 27 03.80872(N)    087 16 06.62284(W)     ADJUSTED  
 FD0942* NAVD 88     -       310.680  (meters)    1019.29   (feet)  ADJUSTED  
 FD0942  ___________________________________________________________________
 FD0942  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 FD0942  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0942  DYNAMIC HT  -         310.394 (meters)    1018.35  (feet)  COMP
 FD0942  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0942
 FD0942  HORZ ORDER  -  SECOND
 FD0942  VERT ORDER  -  SECOND    CLASS 0
 FD0942
 FD0942.The horizontal coordinates were established by classical geodetic methods
 FD0942.and adjusted by the National Geodetic Survey in April 1999..
 FD0942
 FD0942.The orthometric height was determined by differential leveling
 FD0942.and adjusted by the National Geodetic Survey in June 1991..
 FD0942
 FD0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0942
 FD0942.The geoid height was determined by GEOID03.
 FD0942
 FD0942.The dynamic height is computed by dividing the NAVD 88
 FD0942.geopotential number by the normal gravity value computed on the
 FD0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0942.degrees latitude (g = 980.6199 gals.).
 FD0942
 FD0942.The modeled gravity was interpolated from observed gravity values.
 FD0942
 FD0942;                    North         East     Units Scale Factor Converg.
 FD0942;SPC TN       -   124,757.264   484,846.030   MT  0.99997061   -0 44 33.5
 FD0942;SPC TN       -   409,307.79  1,590,699.02   sFT  0.99997061   -0 44 33.5
 FD0942;UTM  16      - 3,923,098.660   475,633.535   MT  0.99960732   -0 09 20.7
 FD0942
 FD0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0942!SPC TN       -   0.99995561  x   0.99997061  =   0.99992622
 FD0942!UTM  16      -   0.99995561  x   0.99960732  =   0.99956295
 FD0942
 FD0942|---------------------------------------------------------------------|
 FD0942| PID    Reference Object                     Distance      Geod. Az  |
 FD0942|                                                           dddmmss.s |
 FD0942| FD0943 BASS RM 1                            27.524 METERS 06842     |
 FD0942| FD0941 BASS RM 2                            36.996 METERS 14232     |
 FD0942| FD0940 BASS AZ MK                                         1793246.9 |
 FD0942| FD1565 SUMMER                              APPROX. 5.5 KM 3165112.7 |
 FD0942|---------------------------------------------------------------------|
 FD0942
 FD0942                          SUPERSEDED SURVEY CONTROL
 FD0942
 FD0942  NAD 83(1995)-  35 27 03.81209(N)    087 16 06.62464(W) AD(       ) 2
 FD0942  NAD 83(1995)-  35 27 03.81243(N)    087 16 06.62510(W) AD(       ) 2
 FD0942  NAD 83(1986)-  35 27 03.81955(N)    087 16 06.62380(W) AD(       ) 2
 FD0942  NAD 27      -  35 27 03.53990(N)    087 16 06.57770(W) AD(       ) 2
 FD0942  NGVD 29 (??/??/92)  310.659  (m)         1019.22   (f) ADJ UNCH    2 0
 FD0942
 FD0942.Superseded values are not recommended for survey control.
 FD0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0942.See file dsdata.txt to determine how the superseded data were derived.
 FD0942
 FD0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7563423099(NAD 83)
 FD0942_MARKER: DD = SURVEY DISK
 FD0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0942_STAMPING: BASS 1962
 FD0942_MARK LOGO: TNHD  
 FD0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0942+STABILITY: SURFACE MOTION
 FD0942
 FD0942  HISTORY     - Date     Condition        Report By
 FD0942  HISTORY     - 1962     MONUMENTED       TNHD
 FD0942  HISTORY     - 1963     GOOD             TNHD
 FD0942  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0942
 FD0942                          STATION DESCRIPTION
 FD0942
 FD0942'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0942'THE STATION IS LOCATED ABOUT 15.5 MILES NORTH OF LAWRENCEBURG.
 FD0942'
 FD0942'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND U S
 FD0942'HIGHWAY 43 IN
 FD0942'LAWRENCEBURG, GO NORTH ON U S HIGHWAY 43 FOR 15.0 MILES TO THE
 FD0942'JUNCTION OF STATE
 FD0942'ROUTE 20, CONTINUE NORTH ON U S HIGHWAY 43 FOR 0.75
 FD0942'MILE TO THE AZIMUTH MARK ON THE
 FD0942'RIGHT, CONTINUE NORTH FOR 0.15 MILE
 FD0942'TO THE STATION ON THE LEFT.
 FD0942'
 FD0942'THE STATION IS 59 FEET WEST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0942'43, 33 FEET EAST OF A
 FD0942'12-INCH OAK TREE, 30 FEET EAST OF A TELEPHONE POLE AND
 FD0942'30 FEET NORTHWEST OF A 24-INCH
 FD0942'OAK TREE.  THE SURFACE AND UNDERGROUND
 FD0942'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0942'DISKS AND ARE STAMPED
 FD0942'BASS 1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 FD0942'SURFACE.  THE
 FD0942'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0942'CONCRETE MONUMENT.
 FD0942'
 FD0942'REFERENCE MARK NO 1 IS 30 FEET NORTH OF AN S HIGHWAY SIGN, 22 FEET
 FD0942'EAST OF THE APPROXIMATE
 FD0942'CENTER OF U S HIGHWAY 43 AND 2 FEET SOUTH OF A TELEPHONE
 FD0942'POLE.  IT IS A STANDARD
 FD0942'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0942'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FD0942'AND THE DISK IS STAMPED BASS RM 1 1962.
 FD0942'
 FD0942'REFERENCE MARK NO 2 IS 24 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0942'HIGHWAY 43 AND 4
 FD0942'FEET WEST OF A FENCE LINE.  IT IS A STANDARD
 FD0942'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0942'SET IN A 10-INCH SQUARE, FLUSH,
 FD0942'CONCRETE MONUMENT AND THE DISK IS STAMPED BASS RM 2 1962.
 FD0942'
 FD0942'THE AZIMUTH MARK IS 42 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0942'HIGHWAY 43, 11.3 FEET EAST
 FD0942'OF A TELEPHONE POLE AND 2.5 FEET NORTHWEST OF A GUY
 FD0942'WIRE.  IT IS A STANDARD TENNESSEE
 FD0942'HIGHWAY DEPARTMENT REFERENCE MARK
 FD0942'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0942'MONUMENTE AND THE DISK
 FD0942'IS STAMPED BASS AZI 1962.
 FD0942'
 FD0942'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0942'
 FD0942'HEIGHT OF LIGHT ABOVE STATION MARK 30.52 METERS.
 FD0942
 FD0942                          STATION RECOVERY (1963)
 FD0942
 FD0942'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0942'15.5 MI N FROM LAWRENCEBURG.
 FD0942'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0942'LAWRENCEBURG, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 15 MILES TO
 FD0942'THE JUNCTION OF STATE ROUTE 20, CONTINUE NORTHERLY ON U.S.
 FD0942'HIGHWAY 43 FOR 0.9 MILE TO THE STATION ON THE LEFT.  THE STATION
 FD0942'MARK IS 59 FEET WEST OF THE CENTER OF U.S. HIGHWAY 43, 33 FEET
 FD0942'EAST OF A 12-INCH OAK TREE, 30 FEET EAST OF A TELEPHONE POLE
 FD0942'AND 30 FEET NORTHWEST OF A 24-INCH OAK TREE.  THE MARK IS A
 FD0942'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FD0942'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0942
 FD0942                          STATION RECOVERY (1983)
 FD0942
 FD0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0942'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0393 ***********************************************************************
 FD0393  DESIGNATION -  BASS
 FD0393  PID         -  FD0393
 FD0393  STATE/COUNTY-  TN/GILES
 FD0393  USGS QUAD   -  BRICK CHURCH (1981)
 FD0393
 FD0393                         *CURRENT SURVEY CONTROL
 FD0393  ___________________________________________________________________
 FD0393* NAD 83(1995)-  35 18 15.81046(N)    086 53 04.78105(W)     ADJUSTED  
 FD0393* NAVD 88     -       265.447  (meters)     870.89   (feet)  ADJUSTED  
 FD0393  ___________________________________________________________________
 FD0393  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 FD0393  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0393  DYNAMIC HT  -         265.202 (meters)     870.08  (feet)  COMP
 FD0393  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD0393
 FD0393  HORZ ORDER  -  SECOND
 FD0393  VERT ORDER  -  SECOND    CLASS 0
 FD0393
 FD0393.The horizontal coordinates were established by classical geodetic methods
 FD0393.and adjusted by the National Geodetic Survey in April 1999..
 FD0393
 FD0393.The orthometric height was determined by differential leveling
 FD0393.and adjusted by the National Geodetic Survey in June 1991..
 FD0393
 FD0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0393
 FD0393.The geoid height was determined by GEOID03.
 FD0393
 FD0393.The dynamic height is computed by dividing the NAVD 88
 FD0393.geopotential number by the normal gravity value computed on the
 FD0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0393.degrees latitude (g = 980.6199 gals.).
 FD0393
 FD0393.The modeled gravity was interpolated from observed gravity values.
 FD0393
 FD0393;                    North         East     Units Scale Factor Converg.
 FD0393;SPC TN       -   108,102.691   519,542.920   MT  0.99999085   -0 31 04.5
 FD0393;SPC TN       -   354,666.91  1,704,533.73   sFT  0.99999085   -0 31 04.5
 FD0393;UTM  16      - 3,906,805.906   510,485.716   MT  0.99960135   +0 03 60.0
 FD0393
 FD0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0393!SPC TN       -   0.99996268  x   0.99999085  =   0.99995353
 FD0393!UTM  16      -   0.99996268  x   0.99960135  =   0.99956405
 FD0393
 FD0393|---------------------------------------------------------------------|
 FD0393| PID    Reference Object                     Distance      Geod. Az  |
 FD0393|                                                           dddmmss.s |
 FD0393| FD0392 BASS RM 1                            12.276 METERS 04204     |
 FD0393| FD0394 BASS RM 2                            11.349 METERS 22039     |
 FD0393| FD0390 RICHLAND                            APPROX. 1.0 KM 3145937.0 |
 FD0393|---------------------------------------------------------------------|
 FD0393
 FD0393                          SUPERSEDED SURVEY CONTROL
 FD0393
 FD0393  NAD 83(1995)-  35 18 15.81309(N)    086 53 04.78150(W) AD(       ) 2
 FD0393  NAD 83(1995)-  35 18 15.81579(N)    086 53 04.78314(W) AD(       ) 2
 FD0393  NAD 83(1986)-  35 18 15.82018(N)    086 53 04.78191(W) AD(       ) 2
 FD0393  NAD 27      -  35 18 15.54130(N)    086 53 04.77300(W) AD(       ) 2
 FD0393  NGVD 29 (??/??/92)  265.425  (m)          870.82   (f) ADJ UNCH    2 0
 FD0393
 FD0393.Superseded values are not recommended for survey control.
 FD0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0393.See file dsdata.txt to determine how the superseded data were derived.
 FD0393
 FD0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1048606806(NAD 83)
 FD0393_MARKER: DS = TRIANGULATION STATION DISK
 FD0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0393_STAMPING: BASS 1960
 FD0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0393+STABILITY: SURFACE MOTION
 FD0393
 FD0393  HISTORY     - Date     Condition        Report By
 FD0393  HISTORY     - 1960     MONUMENTED       CGS
 FD0393  HISTORY     - 1960     GOOD             CGS
 FD0393
 FD0393                          STATION DESCRIPTION
 FD0393
 FD0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WAZ)
 FD0393'THE STATION IS LOCATED JUST SOUTH OF THE MARSHALL-GILES COUNTY LINE,
 FD0393'ABOUT 4.5 MILES SOUTHWEST
 FD0393'OF CORNERSVILLE, AND ON THE RIGHT-OF-WAY OF U S
 FD0393'HIGHWAY 31A.
 FD0393'
 FD0393'TO REACH THE STATION FROM THE POST OFFICE IN CORNERSVILLE, GO
 FD0393'SOUTHWEST ON U S HIGHWAY
 FD0393'31A FOR 4.45 MILES TO A DRIVEWAY ON THE RIGHT, TURN RIGHT OFF
 FD0393'THE HIGHWAY, THEN LEFT
 FD0393'ALONG THE RIGHT-OF-WAY FOR ABOUT 100 YARDS TO
 FD0393'THE HIGHEST POINT AND THE STATION AS
 FD0393'DESCRIBED.
 FD0393'
 FD0393'THE STATION MARK IS 77 FEET WEST OF THE CENTER OF U S HIGHWAY 31A.  5
 FD0393'FEET EAST OF A FENCE, AND
 FD0393'3.7 FEET EAST OF A METAL WITNESS POST.  IT IS A
 FD0393'STANDARD TRAVERSE DISK STAMPED
 FD0393'BASS 1960, SET IN A FLUSH CONCRETE
 FD0393'MONUMENT.
 FD0393'
 FD0393'REFERENCE MARK NO 1 IS 77 FEET WEST OF THE CENTER OF U S HIGHWAY 31A,
 FD0393'AND 5 FEET EAST OF A
 FD0393'FENCE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 FD0393'BASS NO 1 1960, SET IN A FLUSH
 FD0393'CONCRETE MONUMENT.
 FD0393'
 FD0393'REFERENCE MARK NO 2 IS 77 FEET WEST OF THE CENTER OF U S HIGHWAY 31A,
 FD0393'AND 5.5 FEET EAST OF A
 FD0393'FENCE.  IT IS A STANDARD REFERENCE DISK STAMPED BASS
 FD0393'NO 2 1960, SET IN A FLUSH
 FD0393'CONCRETE MONUMENT.
 FD0393'
 FD0393'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0393'77.4 FEET.
 FD0393'
 FD0393'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 FD0393'STATION RICHLAND
 FD0393'WILL SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0393
 FD0393                          STATION RECOVERY (1960)
 FD0393
 FD0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0393'4.4 MI SW FROM CORNERSVILLE.
 FD0393'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0393'HIGHWAY 31A FOR 4.45 MILES TO A DRIVEWAY ON THE RIGHT, TURN
 FD0393'RIGHT OFF THE HIGHWAY, THEN LEFT ALONG THE RIGHT-OF-WAY FOR
 FD0393'ABOUT 100 YARDS TO THE HIGHEST POINT.  THE STATION MARK IS
 FD0393'77 FT. WEST OF THE CENTER OF U.S. HIGHWAY 31A, 5 FT. EAST OF
 FD0393'A FENCE AND 3.7 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET
 FD0393'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0940 ***********************************************************************
 FD0940  DESIGNATION -  BASS AZ MK
 FD0940  PID         -  FD0940
 FD0940  STATE/COUNTY-  TN/MAURY
 FD0940  USGS QUAD   -  SUMMERTOWN (1976)
 FD0940
 FD0940                         *CURRENT SURVEY CONTROL
 FD0940  ___________________________________________________________________
 FD0940* NAD 83(1986)-  35 26 56.     (N)    087 16 06.     (W)     SCALED    
 FD0940* NAVD 88     -       312.257  (meters)    1024.46   (feet)  ADJUSTED  
 FD0940  ___________________________________________________________________
 FD0940  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0940  DYNAMIC HT  -         311.969 (meters)    1023.52  (feet)  COMP
 FD0940  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FD0940
 FD0940  VERT ORDER  -  SECOND    CLASS 0
 FD0940
 FD0940.The horizontal coordinates were scaled from a topographic map and have
 FD0940.an estimated accuracy of +/- 6 seconds.
 FD0940
 FD0940.The orthometric height was determined by differential leveling
 FD0940.and adjusted by the National Geodetic Survey in June 1991..
 FD0940
 FD0940.The geoid height was determined by GEOID03.
 FD0940
 FD0940.The dynamic height is computed by dividing the NAVD 88
 FD0940.geopotential number by the normal gravity value computed on the
 FD0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0940.degrees latitude (g = 980.6199 gals.).
 FD0940
 FD0940.The modeled gravity was interpolated from observed gravity values.
 FD0940
 FD0940;                    North         East    Units  Estimated Accuracy
 FD0940;SPC TN       -   124,520.      484,860.      MT  (+/- 180 meters Scaled)
 FD0940
 FD0940                          SUPERSEDED SURVEY CONTROL
 FD0940
 FD0940  NGVD 29 (??/??/92)  312.236  (m)         1024.39   (f) ADJ UNCH    2 0
 FD0940
 FD0940.Superseded values are not recommended for survey control.
 FD0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0940.See file dsdata.txt to determine how the superseded data were derived.
 FD0940
 FD0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE756228(NAD 83)
 FD0940_MARKER: DD = SURVEY DISK
 FD0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0940_STAMPING: BASS AZI 1962
 FD0940_MARK LOGO: TNHD  
 FD0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0940+STABILITY: SURFACE MOTION
 FD0940
 FD0940  HISTORY     - Date     Condition        Report By
 FD0940  HISTORY     - 1962     MONUMENTED       TNHD
 FD0940  HISTORY     - 1963     GOOD             TNHD
 FD0940  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0940
 FD0940                          STATION DESCRIPTION
 FD0940
 FD0940'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0940'15.5 MI N FROM LAWRENCEBURG.
 FD0940'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0940'LAWRENCEBURG, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 15 MILES TO THE
 FD0940'JUNCTION OF STATE ROUTE 20, CONTINUE NORTHERLY ON U.S. HIGHWAY
 FD0940'43 FOR 0.75 MILE TO THE MARK ON THE RIGHT.  THE AZIMUTH MARK IS
 FD0940'42 FEET EAST OF THE CENTER OF U.S. HIGHWAY 43, 11.3 FEET EAST OF A
 FD0940'TELEPHONE POLE AND 2.5 FEET NORTHWEST OF A GUY WIRE.  THE MARK
 FD0940'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0940'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0940
 FD0940                          STATION RECOVERY (1983)
 FD0940
 FD0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0940'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0943 ***********************************************************************
 FD0943  DESIGNATION -  BASS RM 1
 FD0943  PID         -  FD0943
 FD0943  STATE/COUNTY-  TN/MAURY
 FD0943  USGS QUAD   -  SUMMERTOWN (1976)
 FD0943
 FD0943                         *CURRENT SURVEY CONTROL
 FD0943  ___________________________________________________________________
 FD0943* NAD 83(1986)-  35 27 04.     (N)    087 16 07.     (W)     SCALED    
 FD0943* NAVD 88     -       311.222  (meters)    1021.07   (feet)  ADJUSTED  
 FD0943  ___________________________________________________________________
 FD0943  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0943  DYNAMIC HT  -         310.935 (meters)    1020.13  (feet)  COMP
 FD0943  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0943
 FD0943  VERT ORDER  -  SECOND    CLASS 0
 FD0943
 FD0943.The horizontal coordinates were scaled from a topographic map and have
 FD0943.an estimated accuracy of +/- 6 seconds.
 FD0943
 FD0943.The orthometric height was determined by differential leveling
 FD0943.and adjusted by the National Geodetic Survey in June 1991..
 FD0943
 FD0943.The geoid height was determined by GEOID03.
 FD0943
 FD0943.The dynamic height is computed by dividing the NAVD 88
 FD0943.geopotential number by the normal gravity value computed on the
 FD0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0943.degrees latitude (g = 980.6199 gals.).
 FD0943
 FD0943.The modeled gravity was interpolated from observed gravity values.
 FD0943
 FD0943;                    North         East    Units  Estimated Accuracy
 FD0943;SPC TN       -   124,760.      484,840.      MT  (+/- 180 meters Scaled)
 FD0943
 FD0943                          SUPERSEDED SURVEY CONTROL
 FD0943
 FD0943  NGVD 29 (??/??/92)  311.201  (m)         1021.00   (f) ADJ UNCH    2 0
 FD0943
 FD0943.Superseded values are not recommended for survey control.
 FD0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0943.See file dsdata.txt to determine how the superseded data were derived.
 FD0943
 FD0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE756231(NAD 83)
 FD0943_MARKER: DD = SURVEY DISK
 FD0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0943_STAMPING: BASS RM 1 1962
 FD0943_MARK LOGO: TNHD  
 FD0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0943+STABILITY: SURFACE MOTION
 FD0943
 FD0943  HISTORY     - Date     Condition        Report By
 FD0943  HISTORY     - 1962     MONUMENTED       TNHD
 FD0943  HISTORY     - 1963     GOOD             TNHD
 FD0943  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0943
 FD0943                          STATION DESCRIPTION
 FD0943
 FD0943'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0943'15.5 MI N FROM LAWRENCEBURG.
 FD0943'THIS MARK IS LOCATED AT THE BASS 1962 STATION SITE, 22 FEET
 FD0943'EAST OF THE CENTER OF U.S. HIGHWAY 43, 30 FEET NORTH OF AN S
 FD0943'HIGHWAY SIGN, 90 FEET NORTHEAST OF THE STATION AND 2 FEET SOUTH
 FD0943'OF A TELEPHONE POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0943'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0943'FLUSH WITH THE GROUND.
 FD0943
 FD0943                          STATION RECOVERY (1983)
 FD0943
 FD0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0943'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0392 ***********************************************************************
 FD0392  DESIGNATION -  BASS RM 1
 FD0392  PID         -  FD0392
 FD0392  STATE/COUNTY-  TN/GILES
 FD0392  USGS QUAD   -  BRICK CHURCH (1981)
 FD0392
 FD0392                         *CURRENT SURVEY CONTROL
 FD0392  ___________________________________________________________________
 FD0392* NAD 83(1986)-  35 18 15.     (N)    086 53 04.     (W)     SCALED    
 FD0392* NAVD 88     -       265.480  (meters)     871.00   (feet)  ADJUSTED  
 FD0392  ___________________________________________________________________
 FD0392  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0392  DYNAMIC HT  -         265.235 (meters)     870.19  (feet)  COMP
 FD0392  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD0392
 FD0392  VERT ORDER  -  SECOND    CLASS 0
 FD0392
 FD0392.The horizontal coordinates were scaled from a topographic map and have
 FD0392.an estimated accuracy of +/- 6 seconds.
 FD0392
 FD0392.The orthometric height was determined by differential leveling
 FD0392.and adjusted by the National Geodetic Survey in June 1991..
 FD0392
 FD0392.The geoid height was determined by GEOID03.
 FD0392
 FD0392.The dynamic height is computed by dividing the NAVD 88
 FD0392.geopotential number by the normal gravity value computed on the
 FD0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0392.degrees latitude (g = 980.6199 gals.).
 FD0392
 FD0392.The modeled gravity was interpolated from observed gravity values.
 FD0392
 FD0392;                    North         East    Units  Estimated Accuracy
 FD0392;SPC TN       -   108,080.      519,560.      MT  (+/- 180 meters Scaled)
 FD0392
 FD0392                          SUPERSEDED SURVEY CONTROL
 FD0392
 FD0392  NGVD 29 (??/??/92)  265.458  (m)          870.92   (f) ADJ UNCH    2 0
 FD0392
 FD0392.Superseded values are not recommended for survey control.
 FD0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0392.See file dsdata.txt to determine how the superseded data were derived.
 FD0392
 FD0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE105067(NAD 83)
 FD0392_MARKER: DR = REFERENCE MARK DISK
 FD0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0392_STAMPING: BASS NO 1 1960
 FD0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0392+STABILITY: SURFACE MOTION
 FD0392
 FD0392  HISTORY     - Date     Condition        Report By
 FD0392  HISTORY     - 1960     MONUMENTED       CGS
 FD0392
 FD0392                          STATION DESCRIPTION
 FD0392
 FD0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0392'4.4 MI SW FROM CORNERSVILLE.
 FD0392'THIS MARK IS LOCATED AT THE BASS 1960 STATION SITE, 40.3 FT.
 FD0392'NORTHEAST OF THE STATION MARK, 77 FT. WEST OF THE CENTER OF
 FD0392'U.S. HIGHWAY 31A, AND 5 FT. EAST OF A FENCE.  THE DISK IS
 FD0392'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0941 ***********************************************************************
 FD0941  DESIGNATION -  BASS RM 2
 FD0941  PID         -  FD0941
 FD0941  STATE/COUNTY-  TN/MAURY
 FD0941  USGS QUAD   -  SUMMERTOWN (1976)
 FD0941
 FD0941                         *CURRENT SURVEY CONTROL
 FD0941  ___________________________________________________________________
 FD0941* NAD 83(1986)-  35 27 04.     (N)    087 16 07.     (W)     SCALED    
 FD0941* NAVD 88     -       311.092  (meters)    1020.64   (feet)  ADJUSTED  
 FD0941  ___________________________________________________________________
 FD0941  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0941  DYNAMIC HT  -         310.805 (meters)    1019.70  (feet)  COMP
 FD0941  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0941
 FD0941  VERT ORDER  -  SECOND    CLASS 0
 FD0941
 FD0941.The horizontal coordinates were scaled from a topographic map and have
 FD0941.an estimated accuracy of +/- 6 seconds.
 FD0941
 FD0941.The orthometric height was determined by differential leveling
 FD0941.and adjusted by the National Geodetic Survey in June 1991..
 FD0941
 FD0941.The geoid height was determined by GEOID03.
 FD0941
 FD0941.The dynamic height is computed by dividing the NAVD 88
 FD0941.geopotential number by the normal gravity value computed on the
 FD0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0941.degrees latitude (g = 980.6199 gals.).
 FD0941
 FD0941.The modeled gravity was interpolated from observed gravity values.
 FD0941
 FD0941;                    North         East    Units  Estimated Accuracy
 FD0941;SPC TN       -   124,760.      484,840.      MT  (+/- 180 meters Scaled)
 FD0941
 FD0941                          SUPERSEDED SURVEY CONTROL
 FD0941
 FD0941  NGVD 29 (??/??/92)  311.071  (m)         1020.57   (f) ADJ UNCH    2 0
 FD0941
 FD0941.Superseded values are not recommended for survey control.
 FD0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0941.See file dsdata.txt to determine how the superseded data were derived.
 FD0941
 FD0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE756231(NAD 83)
 FD0941_MARKER: DD = SURVEY DISK
 FD0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0941_STAMPING: BASS RM 2 1962
 FD0941_MARK LOGO: TNHD  
 FD0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0941+STABILITY: SURFACE MOTION
 FD0941
 FD0941  HISTORY     - Date     Condition        Report By
 FD0941  HISTORY     - 1962     MONUMENTED       TNHD
 FD0941  HISTORY     - 1963     GOOD             TNHD
 FD0941  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0941
 FD0941                          STATION DESCRIPTION
 FD0941
 FD0941'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0941'15.5 MI N FROM LAWRENCEBURG.
 FD0941'THIS MARK IS LOCATED AT THE BASS 1962 STATION SITE, 24 FEET
 FD0941'EAST OF U.S. HIGHWAY 43, 121 FEET SOUTHEAST OF THE STATION
 FD0941'AND 4 FEET WEST OF A FENCE LINE.  THE MARK IS A STANDARD
 FD0941'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0941'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0941
 FD0941                          STATION RECOVERY (1983)
 FD0941
 FD0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0941'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0394 ***********************************************************************
 FD0394  DESIGNATION -  BASS RM 2
 FD0394  PID         -  FD0394
 FD0394  STATE/COUNTY-  TN/GILES
 FD0394  USGS QUAD   -  BRICK CHURCH (1981)
 FD0394
 FD0394                         *CURRENT SURVEY CONTROL
 FD0394  ___________________________________________________________________
 FD0394* NAD 83(1986)-  35 18 15.     (N)    086 53 04.     (W)     SCALED    
 FD0394* NAVD 88     -       265.373  (meters)     870.64   (feet)  ADJUSTED  
 FD0394  ___________________________________________________________________
 FD0394  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0394  DYNAMIC HT  -         265.128 (meters)     869.84  (feet)  COMP
 FD0394  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 FD0394
 FD0394  VERT ORDER  -  SECOND    CLASS 0
 FD0394
 FD0394.The horizontal coordinates were scaled from a topographic map and have
 FD0394.an estimated accuracy of +/- 6 seconds.
 FD0394
 FD0394.The orthometric height was determined by differential leveling
 FD0394.and adjusted by the National Geodetic Survey in June 1991..
 FD0394
 FD0394.The geoid height was determined by GEOID03.
 FD0394
 FD0394.The dynamic height is computed by dividing the NAVD 88
 FD0394.geopotential number by the normal gravity value computed on the
 FD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0394.degrees latitude (g = 980.6199 gals.).
 FD0394
 FD0394.The modeled gravity was interpolated from observed gravity values.
 FD0394
 FD0394;                    North         East    Units  Estimated Accuracy
 FD0394;SPC TN       -   108,080.      519,560.      MT  (+/- 180 meters Scaled)
 FD0394
 FD0394                          SUPERSEDED SURVEY CONTROL
 FD0394
 FD0394  NGVD 29 (??/??/92)  265.351  (m)          870.57   (f) ADJ UNCH    2 0
 FD0394
 FD0394.Superseded values are not recommended for survey control.
 FD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0394.See file dsdata.txt to determine how the superseded data were derived.
 FD0394
 FD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE105067(NAD 83)
 FD0394_MARKER: DR = REFERENCE MARK DISK
 FD0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0394_STAMPING: BASS NO 2 1960
 FD0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0394+STABILITY: SURFACE MOTION
 FD0394
 FD0394  HISTORY     - Date     Condition        Report By
 FD0394  HISTORY     - 1960     MONUMENTED       CGS
 FD0394
 FD0394                          STATION DESCRIPTION
 FD0394
 FD0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0394'4.4 MI SW FROM CORNERSVILLE.
 FD0394'THIS MARK IS LOCATED AT THE BASS 1960 STATION SITE, 37.2 FT.
 FD0394'SOUTHWEST OF THE STATION MARK, 77 FT. WEST OF THE CENTER OF
 FD0394'U.S. HIGHWAY 31A, AND 5.5 FT. EAST OF A FENCE.  THE DISK IS
 FD0394'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0245 ***********************************************************************
 FE0245  DESIGNATION -  BATTLE
 FE0245  PID         -  FE0245
 FE0245  STATE/COUNTY-  TN/HARDIN
 FE0245  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0245
 FE0245                         *CURRENT SURVEY CONTROL
 FE0245  ___________________________________________________________________
 FE0245* NAD 83(1995)-  35 12 26.18839(N)    088 19 27.97675(W)     ADJUSTED  
 FE0245* NAVD 88     -       143.156  (meters)     469.67   (feet)  ADJUSTED  
 FE0245  ___________________________________________________________________
 FE0245  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FE0245  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE0245  DYNAMIC HT  -         143.026 (meters)     469.24  (feet)  COMP
 FE0245  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FE0245
 FE0245  HORZ ORDER  -  SECOND
 FE0245  VERT ORDER  -  SECOND    CLASS 0
 FE0245
 FE0245.The horizontal coordinates were established by classical geodetic methods
 FE0245.and adjusted by the National Geodetic Survey in April 1999..
 FE0245
 FE0245.The orthometric height was determined by differential leveling
 FE0245.and adjusted by the National Geodetic Survey in June 1991..
 FE0245
 FE0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0245
 FE0245.The geoid height was determined by GEOID03.
 FE0245
 FE0245.The dynamic height is computed by dividing the NAVD 88
 FE0245.geopotential number by the normal gravity value computed on the
 FE0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0245.degrees latitude (g = 980.6199 gals.).
 FE0245
 FE0245.The modeled gravity was interpolated from observed gravity values.
 FE0245
 FE0245;                    North         East     Units Scale Factor Converg.
 FE0245;SPC TN       -    99,477.772   388,361.031   MT  1.00000781   -1 21 38.9
 FE0245;SPC TN       -   326,369.99  1,274,147.82   sFT  1.00000781   -1 21 38.9
 FE0245;UTM  16      - 3,896,832.828   379,444.767   MT  0.99977911   -0 45 49.2
 FE0245
 FE0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0245!SPC TN       -   0.99998186  x   1.00000781  =   0.99998967
 FE0245!UTM  16      -   0.99998186  x   0.99977911  =   0.99976097
 FE0245
 FE0245:                Primary Azimuth Mark                     Grid Az
 FE0245:SPC TN       -  BATTLE AZ MK                             205 37 31.8
 FE0245:UTM  16      -  BATTLE AZ MK                             205 01 42.1
 FE0245
 FE0245|---------------------------------------------------------------------|
 FE0245| PID    Reference Object                     Distance      Geod. Az  |
 FE0245|                                                           dddmmss.s |
 FE0245| FE0247 BATTLE AZ MK                                       2041552.9 |
 FE0245| FE0246 BATTLE RM 2                          16.354 METERS 21940     |
 FE0245| FE0244 BATTLE RM 1                          14.055 METERS 35729     |
 FE0245|---------------------------------------------------------------------|
 FE0245
 FE0245                          SUPERSEDED SURVEY CONTROL
 FE0245
 FE0245  NAD 83(1995)-  35 12 26.19100(N)    088 19 27.97706(W) AD(       ) 2
 FE0245  NAD 83(1995)-  35 12 26.19165(N)    088 19 27.97654(W) AD(       ) 2
 FE0245  NAD 83(1995)-  35 12 26.19598(N)    088 19 27.97704(W) AD(       ) 2
 FE0245  NAD 83(1986)-  35 12 26.19733(N)    088 19 27.97670(W) AD(       ) 2
 FE0245  NAD 27      -  35 12 25.90230(N)    088 19 27.84020(W) AD(       ) 2
 FE0245  NGVD 29 (??/??/??)  143.167  (m)          469.71   (f) ADJUSTED    2 0
 FE0245
 FE0245.Superseded values are not recommended for survey control.
 FE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0245.See file dsdata.txt to determine how the superseded data were derived.
 FE0245
 FE0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7944596833(NAD 83)
 FE0245_MARKER: DS = TRIANGULATION STATION DISK
 FE0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0245_STAMPING: BATTLE 1962
 FE0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0245+STABILITY: SURFACE MOTION
 FE0245
 FE0245  HISTORY     - Date     Condition        Report By
 FE0245  HISTORY     - 1962     MONUMENTED       TNHD
 FE0245  HISTORY     - 1962     GOOD             TNHD
 FE0245  HISTORY     - 1967     GOOD             CGS
 FE0245
 FE0245                          STATION DESCRIPTION
 FE0245
 FE0245'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0245'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SAVANNAH.
 FE0245'
 FE0245'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 15 AND
 FE0245'STATE ROUTE NO. 22, GO SOUTHWEST ON STATE ROUTE NO. 22 FOR
 FE0245'1.1 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 FE0245'
 FE0245'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0245'DEPARTMENT DISKS STAMPED BATTLE 1962.  THE SURFACE MARK DISK
 FE0245'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. THE UNDERGROUND
 FE0245'DISK IS ABOUT 30 INCHES BELOW THE SURFACE. THE STATION IS 64
 FE0245'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE NO. 22 AND 2.5
 FE0245'FEET NORTH OF A WITNESS POST.
 FE0245'
 FE0245'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0245'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0245'DISK IS STAMPED BATTLE RM-1 1962. IT IS 47 FEET EAST OF THE
 FE0245'APPROXIMATE CENTER OF STATE ROUTE NO. 22, 2 FEET WEST OF A
 FE0245'TELEPHONE POLE, AND 2 FEET EAST OF A 12 FOOT HIGHWAY CUT.
 FE0245'
 FE0245'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0245'SET IN A 10-INCH DIAMETER, CONCRETE MONUMENT, RECESSED 3
 FE0245'INCHES, AND THE DISK IS STAMPED BATTLE RM-2 1962. IT IS 46 FEET EAST
 FE0245'OF THE APPROXIMATE CENTER OF STATE ROUTE NO. 22 AND 4 FEET EAST
 FE0245'OF A 12 FOOT HIGHWAY CUT.
 FE0245'
 FE0245'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0245'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE0245'STAMPED BATTLE AZI 1962. IT IS 45 FEET WEST OF THE APPROXIMATE CENTER
 FE0245'OF THE STATE ROUTE NO. 22, 2.6 FEET SOUTHWEST OF A WITNESS
 FE0245'POST, AND 2 FEET WEST OF A TELEPHONE POLE.
 FE0245'
 FE0245'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWEST ON
 FE0245'STATE ROUTE NO. 22 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS
 FE0245'DESCRIBED.
 FE0245'
 FE0245'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 FE0245
 FE0245                          STATION RECOVERY (1962)
 FE0245
 FE0245'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0245'1 MI SW FROM CRUMP.
 FE0245'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE ROUTE 22 AT
 FE0245'CRUMP, GO SOUTHWEST ON STATE ROUTE 22 FOR 1.1 MILES TO THE
 FE0245'STATION ON THE LEFT AS DESCRIBED.  THE MARK IS 64 FEET EAST OF
 FE0245'THE CENTERLINE OF STATE ROUTE 22 AND 2.5 FEET NORTH OF A WITNESS
 FE0245'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0245'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FE0245
 FE0245                          STATION RECOVERY (1967)
 FE0245
 FE0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FE0245'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE0245'EXCELLENT CONDITION.  THE ORIGINAL TO-REACH IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1892 ***********************************************************************
 FC1892  DESIGNATION -  BATTLE
 FC1892  PID         -  FC1892
 FC1892  STATE/COUNTY-  TN/MARION
 FC1892  USGS QUAD   -  MONTEAGLE (1982)
 FC1892
 FC1892                         *CURRENT SURVEY CONTROL
 FC1892  ___________________________________________________________________
 FC1892* NAD 83(1995)-  35 10 59.84013(N)    085 49 13.13763(W)     ADJUSTED  
 FC1892* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 FC1892  ___________________________________________________________________
 FC1892  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FC1892  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1892
 FC1892  HORZ ORDER  -  SECOND
 FC1892
 FC1892.The horizontal coordinates were established by classical geodetic methods
 FC1892.and adjusted by the National Geodetic Survey in April 1999..
 FC1892
 FC1892.The orthometric height was scaled from a topographic map.
 FC1892
 FC1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1892
 FC1892.The geoid height was determined by GEOID03.
 FC1892
 FC1892;                    North         East     Units Scale Factor Converg.
 FC1892;SPC TN       -    94,318.293   616,366.556   MT  1.00001244   +0 06 18.7
 FC1892;SPC TN       -   309,442.60  2,022,195.94   sFT  1.00001244   +0 06 18.7
 FC1892;UTM  16      - 3,894,006.598   607,410.095   MT  0.99974218   +0 40 47.3
 FC1892
 FC1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1892!SPC TN       -   0.99996763  x   1.00001244  =   0.99998007
 FC1892!UTM  16      -   0.99996763  x   0.99974218  =   0.99970982
 FC1892
 FC1892|---------------------------------------------------------------------|
 FC1892| PID    Reference Object                     Distance      Geod. Az  |
 FC1892|                                                           dddmmss.s |
 FC1892| CG5549 BATTLE RM 1                          10.375 METERS 02459     |
 FC1892| CG5548 BATTLE AZ MK                                       0311249.3 |
 FC1892| CG5550 BATTLE RM 2                           8.846 METERS 29813     |
 FC1892|---------------------------------------------------------------------|
 FC1892
 FC1892                          SUPERSEDED SURVEY CONTROL
 FC1892
 FC1892  NAD 83(1995)-  35 10 59.84200(N)    085 49 13.13746(W) AD(       ) 2
 FC1892  NAD 83(1995)-  35 10 59.84220(N)    085 49 13.13836(W) AD(       ) 2
 FC1892  NAD 83(1995)-  35 10 59.84580(N)    085 49 13.13551(W) AD(       ) 2
 FC1892  NAD 83(1986)-  35 10 59.84660(N)    085 49 13.13493(W) AD(       ) 2
 FC1892  NAD 27      -  35 10 59.55320(N)    085 49 13.23010(W) AD(       ) 2
 FC1892
 FC1892.Superseded values are not recommended for survey control.
 FC1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1892.See file dsdata.txt to determine how the superseded data were derived.
 FC1892
 FC1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0741094007(NAD 83)
 FC1892_MARKER: DS = TRIANGULATION STATION DISK
 FC1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1892
 FC1892  HISTORY     - Date     Condition        Report By
 FC1892  HISTORY     - 1962     MONUMENTED       CGS
 FC1892
 FC1892                          STATION DESCRIPTION
 FC1892
 FC1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1892'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF MOUNTEAGLE AT THE
 FC1892'JUNCTION OF BEAR DEN HOLLOW AND LADD COVE ON BATTLE CREEK
 FC1892'AND ON THE SOUTH RIGHT OF WAY OF A COUNTY ROAD.
 FC1892'
 FC1892'TO REACH FROM THE POST OFFICE IN MOUNTEAGLE, GO SOUTHEAST ON U.S.
 FC1892'HIGHWAYS 41 AND 64 FOR 4.9 MILES TO THE AZIMUTH MARK ON THE
 FC1892'LEFT, CONTINUE SOUTHEAST ON THE HIGHWAY FOR 1.8 MILE TO A SIDE ROAD
 FC1892'RIGHT, JUST AT THE FOOT OF THE MOUNTAIN, TURN SHARP RIGHT
 FC1892'AND GO 1.7 MILE TO THE STATION ON THE LEFT.
 FC1892'
 FC1892'THE STATION IS 18 FEET SOUTH OF THE APPROXIMATE CENTER OF THE COUNTY
 FC1892'ROAD AND 6.3 FEET NORTH OF A METAL WITNESS POST AT A FENCE
 FC1892'CORNER. IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 FC1892'POST SET FLUSH AND IS STAMPED BATTLE 1962.
 FC1892'
 FC1892'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE APPROXIMATE CENTER OF
 FC1892'THE COUNTY ROAD AND 1.5 FEET SOUTHWEST OF FENCE CORNER POST. IT
 FC1892'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FC1892'PROJECTS 6 INCHES AND IS STAMPED BATTLE NO 1 1962.
 FC1892'
 FC1892'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC1892'THE COUNTY ROAD AND 1.4 FEET NORTH OF A FENCE.  IT IS A
 FC1892'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 FC1892'AND IS STAMPED BATTLE NO 2 1962.
 FC1892'
 FC1892'THE AZIMUTH MARK IS 50 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 FC1892'HIGHWAY 41 AND 64, ABOUT 20 FEET HIGHER THAN THE HIGHWAY AND
 FC1892'3.5 FEET SOUTHWEST OF A METAL WITNESS POST. IT IS A STANDARD DISK SET
 FC1892'IN A DRILL HOLE IN A LARGE BOULDER AND PROJECTS ABOUT 2 FEET.
 FC1892'IT IS STAMPED BATTLE 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1343 ***********************************************************************
 FC1343  DESIGNATION -  BATTLE AZ MK
 FC1343  PID         -  FC1343
 FC1343  STATE/COUNTY-  TN/MARION
 FC1343  USGS QUAD   -  MONTEAGLE (1982)
 FC1343
 FC1343                         *CURRENT SURVEY CONTROL
 FC1343  ___________________________________________________________________
 FC1343* NAD 83(1986)-  35 11 18.     (N)    085 48 57.     (W)     SCALED    
 FC1343* NAVD 88     -       368.548  (meters)    1209.14   (feet)  ADJUSTED  
 FC1343  ___________________________________________________________________
 FC1343  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1343  DYNAMIC HT  -         368.174 (meters)    1207.92  (feet)  COMP
 FC1343  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 FC1343
 FC1343  VERT ORDER  -  SECOND    CLASS 0
 FC1343
 FC1343.The horizontal coordinates were scaled from a topographic map and have
 FC1343.an estimated accuracy of +/- 6 seconds.
 FC1343
 FC1343.The orthometric height was determined by differential leveling
 FC1343.and adjusted by the National Geodetic Survey in June 1991..
 FC1343
 FC1343.The geoid height was determined by GEOID03.
 FC1343
 FC1343.The dynamic height is computed by dividing the NAVD 88
 FC1343.geopotential number by the normal gravity value computed on the
 FC1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1343.degrees latitude (g = 980.6199 gals.).
 FC1343
 FC1343.The modeled gravity was interpolated from observed gravity values.
 FC1343
 FC1343;                    North         East    Units  Estimated Accuracy
 FC1343;SPC TN       -    94,880.      616,770.      MT  (+/- 180 meters Scaled)
 FC1343
 FC1343                          SUPERSEDED SURVEY CONTROL
 FC1343
 FC1343  NGVD 29 (??/??/92)  368.534  (m)         1209.10   (f) ADJ UNCH    2 0
 FC1343
 FC1343.Superseded values are not recommended for survey control.
 FC1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1343.See file dsdata.txt to determine how the superseded data were derived.
 FC1343
 FC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD078945(NAD 83)
 FC1343_MARKER: DZ = AZIMUTH MARK DISK
 FC1343_SETTING: 80 = SET IN A BOULDER
 FC1343_SP_SET: BOULDER
 FC1343_STAMPING: BATTLE 1962
 FC1343_MARK LOGO: CGS   
 FC1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1343+STABILITY: SURFACE MOTION
 FC1343
 FC1343  HISTORY     - Date     Condition        Report By
 FC1343  HISTORY     - 1962     MONUMENTED       CGS
 FC1343
 FC1343                          STATION DESCRIPTION
 FC1343
 FC1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1343'4.9 MI SE FROM MONTEAGLE.
 FC1343'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1343'ON U.S. HIGHWAYS 41 AND 64 FOR 4.9 MILES TO THE MARK SET ON THE
 FC1343'LEFT, 50 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS
 FC1343'41 AND 64, AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST.  A
 FC1343'STANDARD AZIMUTH MARK DISK DRILLED IN A LARGE BOULDER, WHICH
 FC1343'PROJECTS ABOUT 2 FEET AND IS ABOUT 25 FEET ABOVE THE LEVEL OF THE
 FC1343'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0247 ***********************************************************************
 FE0247  DESIGNATION -  BATTLE AZ MK
 FE0247  PID         -  FE0247
 FE0247  STATE/COUNTY-  TN/HARDIN
 FE0247  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0247
 FE0247                         *CURRENT SURVEY CONTROL
 FE0247  ___________________________________________________________________
 FE0247* NAD 83(1986)-  35 12 12.     (N)    088 19 35.     (W)     SCALED    
 FE0247* NAVD 88     -       143.728  (meters)     471.55   (feet)  ADJUSTED  
 FE0247  ___________________________________________________________________
 FE0247  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE0247  DYNAMIC HT  -         143.597 (meters)     471.12  (feet)  COMP
 FE0247  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 FE0247
 FE0247  VERT ORDER  -  SECOND    CLASS 0
 FE0247
 FE0247.The horizontal coordinates were scaled from a topographic map and have
 FE0247.an estimated accuracy of +/- 6 seconds.
 FE0247
 FE0247.The orthometric height was determined by differential leveling
 FE0247.and adjusted by the National Geodetic Survey in June 1991..
 FE0247
 FE0247.The geoid height was determined by GEOID03.
 FE0247
 FE0247.The dynamic height is computed by dividing the NAVD 88
 FE0247.geopotential number by the normal gravity value computed on the
 FE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0247.degrees latitude (g = 980.6199 gals.).
 FE0247
 FE0247.The modeled gravity was interpolated from observed gravity values.
 FE0247
 FE0247;                    North         East    Units  Estimated Accuracy
 FE0247;SPC TN       -    99,050.      388,170.      MT  (+/- 180 meters Scaled)
 FE0247
 FE0247                          SUPERSEDED SURVEY CONTROL
 FE0247
 FE0247  NGVD 29 (??/??/??)  143.739  (m)          471.58   (f) ADJUSTED    2 0
 FE0247
 FE0247.Superseded values are not recommended for survey control.
 FE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0247.See file dsdata.txt to determine how the superseded data were derived.
 FE0247
 FE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD792963(NAD 83)
 FE0247_MARKER: DZ = AZIMUTH MARK DISK
 FE0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0247_STAMPING: BATTLE AZI 1962
 FE0247_MARK LOGO: TNHD  
 FE0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0247+STABILITY: SURFACE MOTION
 FE0247
 FE0247  HISTORY     - Date     Condition        Report By
 FE0247  HISTORY     - 1962     MONUMENTED       TNHD
 FE0247
 FE0247                          STATION DESCRIPTION
 FE0247
 FE0247'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0247'1 MI SW FROM CRUMP.
 FE0247'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE ROUTE 22 AT
 FE0247'CRUMP GO SOUTHWEST ON STATE ROUTE 22 FOR 1.4 MILES TO THE MARK
 FE0247'ON THE RIGHT AS DESCRIBED.  THE MARK IS LOCATED 45 FEET WEST OF
 FE0247'THE CENTERLINE OF STATE ROUTE 22, 2.6 FEET SOUTHWEST OF A WITNESS
 FE0247'POST AND 2 FEET WEST OF A TELEPHONE POLE.  THE MARK IS A STANDARD
 FE0247'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0247'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0244 ***********************************************************************
 FE0244  DESIGNATION -  BATTLE RM 1
 FE0244  PID         -  FE0244
 FE0244  STATE/COUNTY-  TN/HARDIN
 FE0244  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0244
 FE0244                         *CURRENT SURVEY CONTROL
 FE0244  ___________________________________________________________________
 FE0244* NAD 83(1986)-  35 12 25.     (N)    088 19 27.     (W)     SCALED    
 FE0244* NAVD 88     -       143.644  (meters)     471.27   (feet)  ADJUSTED  
 FE0244  ___________________________________________________________________
 FE0244  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE0244  DYNAMIC HT  -         143.513 (meters)     470.84  (feet)  COMP
 FE0244  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FE0244
 FE0244  VERT ORDER  -  SECOND    CLASS 0
 FE0244
 FE0244.The horizontal coordinates were scaled from a topographic map and have
 FE0244.an estimated accuracy of +/- 6 seconds.
 FE0244
 FE0244.The orthometric height was determined by differential leveling
 FE0244.and adjusted by the National Geodetic Survey in June 1991..
 FE0244
 FE0244.The geoid height was determined by GEOID03.
 FE0244
 FE0244.The dynamic height is computed by dividing the NAVD 88
 FE0244.geopotential number by the normal gravity value computed on the
 FE0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0244.degrees latitude (g = 980.6199 gals.).
 FE0244
 FE0244.The modeled gravity was interpolated from observed gravity values.
 FE0244
 FE0244;                    North         East    Units  Estimated Accuracy
 FE0244;SPC TN       -    99,440.      388,390.      MT  (+/- 180 meters Scaled)
 FE0244
 FE0244                          SUPERSEDED SURVEY CONTROL
 FE0244
 FE0244  NGVD 29 (??/??/??)  143.655  (m)          471.31   (f) ADJUSTED    2 0
 FE0244
 FE0244.Superseded values are not recommended for survey control.
 FE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0244.See file dsdata.txt to determine how the superseded data were derived.
 FE0244
 FE0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD794967(NAD 83)
 FE0244_MARKER: DR = REFERENCE MARK DISK
 FE0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0244_STAMPING: BATTLE RM - 1 1962
 FE0244_MARK LOGO: TNHD  
 FE0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0244+STABILITY: SURFACE MOTION
 FE0244
 FE0244  HISTORY     - Date     Condition        Report By
 FE0244  HISTORY     - 1962     MONUMENTED       TNHD
 FE0244
 FE0244                          STATION DESCRIPTION
 FE0244
 FE0244'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0244'1 MI SW FROM CRUMP.
 FE0244'THIS MARK IS LOCATED AT THE BATTLE 1962 STATION SITE, 47 FEET
 FE0244'EAST OF THE CENTERLINE OF STATE ROUTE 22, 2 FEET WEST OF A
 FE0244'TELEPHONE POLE AND 2 FEET EAST OF A 12 FOOT HIGHWAY CUT.  THE
 FE0244'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 FE0244'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FE0244'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0246 ***********************************************************************
 FE0246  DESIGNATION -  BATTLE RM 2
 FE0246  PID         -  FE0246
 FE0246  STATE/COUNTY-  TN/HARDIN
 FE0246  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0246
 FE0246                         *CURRENT SURVEY CONTROL
 FE0246  ___________________________________________________________________
 FE0246* NAD 83(1986)-  35 12 25.     (N)    088 19 27.     (W)     SCALED    
 FE0246* NAVD 88     -       142.288  (meters)     466.82   (feet)  ADJUSTED  
 FE0246  ___________________________________________________________________
 FE0246  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE0246  DYNAMIC HT  -         142.158 (meters)     466.40  (feet)  COMP
 FE0246  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FE0246
 FE0246  VERT ORDER  -  SECOND    CLASS 0
 FE0246
 FE0246.The horizontal coordinates were scaled from a topographic map and have
 FE0246.an estimated accuracy of +/- 6 seconds.
 FE0246
 FE0246.The orthometric height was determined by differential leveling
 FE0246.and adjusted by the National Geodetic Survey in June 1991..
 FE0246
 FE0246.The geoid height was determined by GEOID03.
 FE0246
 FE0246.The dynamic height is computed by dividing the NAVD 88
 FE0246.geopotential number by the normal gravity value computed on the
 FE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0246.degrees latitude (g = 980.6199 gals.).
 FE0246
 FE0246.The modeled gravity was interpolated from observed gravity values.
 FE0246
 FE0246;                    North         East    Units  Estimated Accuracy
 FE0246;SPC TN       -    99,440.      388,390.      MT  (+/- 180 meters Scaled)
 FE0246
 FE0246                          SUPERSEDED SURVEY CONTROL
 FE0246
 FE0246  NGVD 29 (??/??/??)  142.299  (m)          466.86   (f) ADJUSTED    2 0
 FE0246
 FE0246.Superseded values are not recommended for survey control.
 FE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0246.See file dsdata.txt to determine how the superseded data were derived.
 FE0246
 FE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD794967(NAD 83)
 FE0246_MARKER: DR = REFERENCE MARK DISK
 FE0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0246_STAMPING: BATTLE RM -2 1962
 FE0246_MARK LOGO: TNHD  
 FE0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0246+STABILITY: SURFACE MOTION
 FE0246
 FE0246  HISTORY     - Date     Condition        Report By
 FE0246  HISTORY     - 1962     MONUMENTED       TNHD
 FE0246
 FE0246                          STATION DESCRIPTION
 FE0246
 FE0246'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0246'1 MI SW FROM CRUMP.
 FE0246'THIS MARK IS LOCATED AT THE BATTLE 1962 STATION SITE, 46 FEET
 FE0246'EAST OF THE CENTERLINE OF STATE ROUTE 22, 4 FEET EAST OF A 12
 FE0246'FOOT HIGHWAY CUT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0246'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FE0246'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0549 ***********************************************************************
 FD0549  DESIGNATION -  BAUGH
 FD0549  PID         -  FD0549
 FD0549  STATE/COUNTY-  TN/WILLIAMSON
 FD0549  USGS QUAD   -  BETHESDA (1982)
 FD0549
 FD0549                         *CURRENT SURVEY CONTROL
 FD0549  ___________________________________________________________________
 FD0549* NAD 83(1995)-  35 48 12.77985(N)    086 51 22.75214(W)     ADJUSTED  
 FD0549* NAVD 88     -       259.710  (meters)     852.07   (feet)  ADJUSTED  
 FD0549  ___________________________________________________________________
 FD0549  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FD0549  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0549  DYNAMIC HT  -         259.480 (meters)     851.31  (feet)  COMP
 FD0549  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0549
 FD0549  HORZ ORDER  -  SECOND
 FD0549  VERT ORDER  -  SECOND    CLASS 0
 FD0549
 FD0549.The horizontal coordinates were established by classical geodetic methods
 FD0549.and adjusted by the National Geodetic Survey in April 1999..
 FD0549
 FD0549.The orthometric height was determined by differential leveling
 FD0549.and adjusted by the National Geodetic Survey in June 1991..
 FD0549
 FD0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0549
 FD0549.The geoid height was determined by GEOID03.
 FD0549
 FD0549.The dynamic height is computed by dividing the NAVD 88
 FD0549.geopotential number by the normal gravity value computed on the
 FD0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0549.degrees latitude (g = 980.6199 gals.).
 FD0549
 FD0549.The modeled gravity was interpolated from observed gravity values.
 FD0549
 FD0549;                    North         East     Units Scale Factor Converg.
 FD0549;SPC TN       -   163,457.595   522,604.963   MT  0.99994854   -0 30 04.8
 FD0549;SPC TN       -   536,277.13  1,714,579.78   sFT  0.99994854   -0 30 04.8
 FD0549;UTM  16      - 3,962,169.152   512,981.578   MT  0.99960208   +0 05 02.6
 FD0549
 FD0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0549!SPC TN       -   0.99996369  x   0.99994854  =   0.99991223
 FD0549!UTM  16      -   0.99996369  x   0.99960208  =   0.99956579
 FD0549
 FD0549:                Primary Azimuth Mark                     Grid Az
 FD0549:SPC TN       -  BAUGH AZ MK                              019 23 20.4
 FD0549:UTM  16      -  BAUGH AZ MK                              018 48 13.0
 FD0549
 FD0549|---------------------------------------------------------------------|
 FD0549| PID    Reference Object                     Distance      Geod. Az  |
 FD0549|                                                           dddmmss.s |
 FD0549| FD0548 BAUGH AZ MK                         APPROX. 1.2 KM 0185315.6 |
 FD0549| FD0550 BAUGH RM 1                           20.611 METERS 16015     |
 FD0549| FD0551 BAUGH RM 2                           20.395 METERS 21225     |
 FD0549|---------------------------------------------------------------------|
 FD0549
 FD0549                          SUPERSEDED SURVEY CONTROL
 FD0549
 FD0549  NAD 83(1995)-  35 48 12.78227(N)    086 51 22.75306(W) AD(       ) 2
 FD0549  NAD 83(1986)-  35 48 12.79054(N)    086 51 22.75412(W) AD(       ) 2
 FD0549  NAD 27      -  35 48 12.54630(N)    086 51 22.75090(W) AD(       ) 2
 FD0549  NGVD 29 (??/??/92)  259.686  (m)          851.99   (f) ADJ UNCH    2 0
 FD0549
 FD0549.Superseded values are not recommended for survey control.
 FD0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0549.See file dsdata.txt to determine how the superseded data were derived.
 FD0549
 FD0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1298262169(NAD 83)
 FD0549_MARKER: DE = TRAVERSE STATION DISK
 FD0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0549_STAMPING: BAUGH 1960
 FD0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0549+STABILITY: SURFACE MOTION
 FD0549
 FD0549  HISTORY     - Date     Condition        Report By
 FD0549  HISTORY     - 1960     MONUMENTED       CGS
 FD0549  HISTORY     - 1960     GOOD             CGS
 FD0549
 FD0549                          STATION DESCRIPTION
 FD0549
 FD0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0549'THE STATION IS LOCATED 8 MILES SOUTH OF FRANKLIN, 0.5 MILE SOUTHWEST
 FD0549'OF THE HARPETH SCHOOL ON
 FD0549'THE HIGHEST POINT IN THE VICINITY AND JUST WEST OF
 FD0549'A VACANT HOUSE.
 FD0549'
 FD0549'TO REACH FROM THE JUNCTION OF U S HIGHWAYS 31 AND 431 AND THE POST
 FD0549'OFFICE IN FRANKLIN, GO
 FD0549'SOUTHEAST AND SOUTH ON U S HIGHWAY 431 FOR 5.0 MILES TO
 FD0549'THE GOOSE CREEK ROAD LEFT,
 FD0549'CONTINUE SOUTH FOR 3.2 MILES TO THE
 FD0549'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR
 FD0549'0.45 MILE TO A SIDE
 FD0549'ROAD RIGHT AT THE COWLES CHAPEL METHODIST CHURCH, TURN RIGHT,
 FD0549'WEST, ON A
 FD0549'GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 FD0549'SOUTH, ON A TRACK ROAD
 FD0549'FOR 0.3 MILE TO THE TOP OF HILL, VACANT HOUSE
 FD0549'AND STATION ON THE LEFT.
 FD0549'
 FD0549'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BAUGH 1960.  THE
 FD0549'DISK IS CEMENTED IN A
 FD0549'10-INCH SQUARE CONCRETE POST WHICH IS FLUSH.  IT IS 29
 FD0549'FEET WEST OF THE NORTHWEST
 FD0549'CORNER OF VACANT HOUSE, 21 FEET EAST OF
 FD0549'THE CENTER OF A TRACK ROAD, 12.5 FEET SOUTH
 FD0549'OF A FENCE AND 11 FEET
 FD0549'SOUTH OF A WITNESS SIGN.
 FD0549'
 FD0549'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 FD0549'36 INCHES BELOW THE
 FD0549'SURFACE AND IS STAMPED BAUGH 1960.
 FD0549'
 FD0549'REFERENCE MARK NO 1 IS STAMPED BAUGH NO 1 1960 AND IS CEMENTED IN A
 FD0549'DRILL HOLE IN A BOULDER
 FD0549'FLUSH WITH THE SURFACE.  IT IS 51 FEET EAST OF THE
 FD0549'CENTER OF A TRACK ROAD, 36 FEET
 FD0549'NORTH OF A FENCE AND 22 FEET SOUTH OF
 FD0549'THE SOUTHWEST CORNER OF VACANT HOUSE.
 FD0549'
 FD0549'REFERENCE MARK NO 2 IS STAMPED BAUGH NO 2 1960 AND IS SET FLUSH.  IT
 FD0549'IS 37 FEET NORTH OF A
 FD0549'24-INCH TREE, 8 FEET WEST OF THE CENTER OF A TRACK ROAD
 FD0549'AND 1 FOOT EAST OF A FENCE.
 FD0549'
 FD0549'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0549'59.14 FEET.
 FD0549'
 FD0549'THE AZIMUTH MARK IS STAMPED BAUGH 1960 AND IS SET FLUSH.  IT IS 38
 FD0549'FEET WEST OF THE CENTER OF U
 FD0549'S HIGHWAY 431, 13 FEET SOUTHWEST OF A DRIVEWAY, 3
 FD0549'FEET NORTHEAST OF A FENCE AND 3
 FD0549'FEET NORTH OF A WITNESS SIGN.
 FD0549'
 FD0549'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0549'
 FD0549'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
 FD0549
 FD0549                          STATION RECOVERY (1960)
 FD0549
 FD0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0549'7.2 MI NE FROM SPRING HILL.
 FD0549'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0549'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0549'3.6 MILES EAST ON DUPLEX ROAD, THEN 3.35 MILES NORTH ON INTERSTATE
 FD0549'HIGHWAY 65 TO A FARM ROAD ABOUT 0.1 MILE WEST OF THE HIGHWAY,
 FD0549'FOLLOW THE FARM ROAD FOR 0.3 MILE TO THE CREST OF A HILL.  THE
 FD0549'STATION MARK IS 29 FT. WEST OF THE NORTHWEST CORNER OF A VACANT
 FD0549'HOUSE, 21 FT. EAST OF THE CENTER OF A TRACK ROAD, 12.5 FT.
 FD0549'SOUTH OF A FENCE AND 11 FT. SOUTH OF A WITNESS SIGN.  THE DISK
 FD0549'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0548 ***********************************************************************
 FD0548  DESIGNATION -  BAUGH AZ MK
 FD0548  PID         -  FD0548
 FD0548  STATE/COUNTY-  TN/WILLIAMSON
 FD0548  USGS QUAD   -  BETHESDA (1982)
 FD0548
 FD0548                         *CURRENT SURVEY CONTROL
 FD0548  ___________________________________________________________________
 FD0548* NAD 83(1995)-  35 48 50.18744(N)    086 51 07.03902(W)     ADJUSTED  
 FD0548* NAVD 88     -       239.476  (meters)     785.68   (feet)  ADJUSTED  
 FD0548  ___________________________________________________________________
 FD0548  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FD0548  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FD0548  DYNAMIC HT  -         239.264 (meters)     784.99  (feet)  COMP
 FD0548  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0548
 FD0548  HORZ ORDER  -  SECOND
 FD0548  VERT ORDER  -  SECOND    CLASS 0
 FD0548
 FD0548.The horizontal coordinates were established by classical geodetic methods
 FD0548.and adjusted by the National Geodetic Survey in April 1999..
 FD0548
 FD0548.The orthometric height was determined by differential leveling
 FD0548.and adjusted by the National Geodetic Survey in June 1991..
 FD0548
 FD0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0548
 FD0548.The geoid height was determined by GEOID03.
 FD0548
 FD0548.The dynamic height is computed by dividing the NAVD 88
 FD0548.geopotential number by the normal gravity value computed on the
 FD0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0548.degrees latitude (g = 980.6199 gals.).
 FD0548
 FD0548.The modeled gravity was interpolated from observed gravity values.
 FD0548
 FD0548;                    North         East     Units Scale Factor Converg.
 FD0548;SPC TN       -   164,606.987   523,009.479   MT  0.99994846   -0 29 55.6
 FD0548;SPC TN       -   540,048.09  1,715,906.93   sFT  0.99994846   -0 29 55.6
 FD0548;UTM  16      - 3,963,322.217   513,374.195   MT  0.99960220   +0 05 11.9
 FD0548
 FD0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0548!SPC TN       -   0.99996687  x   0.99994846  =   0.99991533
 FD0548!UTM  16      -   0.99996687  x   0.99960220  =   0.99956909
 FD0548
 FD0548                          SUPERSEDED SURVEY CONTROL
 FD0548
 FD0548  NAD 83(1995)-  35 48 50.18997(N)    086 51 07.03982(W) AD(       ) 2
 FD0548  NAD 83(1986)-  35 48 50.19825(N)    086 51 07.04098(W) AD(       ) 2
 FD0548  NAD 27      -  35 48 49.95560(N)    086 51 07.03740(W) AD(       ) 2
 FD0548  NGVD 29 (??/??/92)  239.453  (m)          785.61   (f) ADJ UNCH    2 0
 FD0548
 FD0548.Superseded values are not recommended for survey control.
 FD0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0548.See file dsdata.txt to determine how the superseded data were derived.
 FD0548
 FD0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1337463322(NAD 83)
 FD0548_MARKER: DZ = AZIMUTH MARK DISK
 FD0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0548_STAMPING: BAUGH 1960
 FD0548_MARK LOGO: CGS   
 FD0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0548+STABILITY: SURFACE MOTION
 FD0548
 FD0548  HISTORY     - Date     Condition        Report By
 FD0548  HISTORY     - 1960     MONUMENTED       CGS
 FD0548  HISTORY     - 1960     GOOD             CGS
 FD0548  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0548
 FD0548                          STATION DESCRIPTION
 FD0548
 FD0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0548'TO REACH FROM THE JUNCTION OF U S HIGHWAYS 31 AND 431 AND THE POST
 FD0548'OFFICE IN FRANKLIN, GO
 FD0548'SOUTHEAST AND SOUTH ON U S HIGHWAY 431 FOR 5.0 MILES TO
 FD0548'THE GOOSE CREEK ROAD LEFT,
 FD0548'CONTINUE SOUTH FOR 3.2 MILES TO THE
 FD0548'AZIMUTH MARK ON THE RIGHT.
 FD0548'
 FD0548'THE AZIMUTH MARK IS STAMPED BAUGH 1960 AND IS SET FLUSH.  IT IS 38
 FD0548'FEET WEST OF THE CENTER OF U
 FD0548'S HIGHWAY 431, 13 FEET SOUTHWEST OF A DRIVEWAY, 3
 FD0548'FEET NORTHEAST OF A FENCE AND 3
 FD0548'FEET NORTH OF A WITNESS SIGN.
 FD0548
 FD0548                          STATION RECOVERY (1960)
 FD0548
 FD0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0548'8.2 MI NE FROM SPRING HILL.
 FD0548'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0548'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0548'3.6 MILES EAST ON DUPLEX ROAD, THEN 3.95 MILES NORTH ON INTERSTATE
 FD0548'HIGHWAY 65, THEN 0.7 MILE NORTH ON U.S. HIGHWAY 431.  THE
 FD0548'AZIMUTH MARK IS 38 FT. WEST OF THE CENTER OF U.S. HIGHWAY 431,
 FD0548'13 FT. SOUTHWEST OF A DRIVEWAY, 3 FT. NORTHEAST OF A FENCE,
 FD0548'AND 3 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FD0548'A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 3 FT.
 FD0548'ABOVE THE LEVEL OF THE HIGHWAY.
 FD0548
 FD0548                          STATION RECOVERY (1979)
 FD0548
 FD0548'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0548'THERE HAS BEEN LANDSCAPING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0550 ***********************************************************************
 FD0550  DESIGNATION -  BAUGH RM 1
 FD0550  PID         -  FD0550
 FD0550  STATE/COUNTY-  TN/WILLIAMSON
 FD0550  USGS QUAD   -  BETHESDA (1982)
 FD0550
 FD0550                         *CURRENT SURVEY CONTROL
 FD0550  ___________________________________________________________________
 FD0550* NAD 83(1986)-  35 48 12.     (N)    086 51 22.     (W)     SCALED    
 FD0550* NAVD 88     -       259.613  (meters)     851.75   (feet)  ADJUSTED  
 FD0550  ___________________________________________________________________
 FD0550  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0550  DYNAMIC HT  -         259.383 (meters)     850.99  (feet)  COMP
 FD0550  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0550
 FD0550  VERT ORDER  -  SECOND    CLASS 0
 FD0550
 FD0550.The horizontal coordinates were scaled from a topographic map and have
 FD0550.an estimated accuracy of +/- 6 seconds.
 FD0550
 FD0550.The orthometric height was determined by differential leveling
 FD0550.and adjusted by the National Geodetic Survey in June 1991..
 FD0550
 FD0550.The geoid height was determined by GEOID03.
 FD0550
 FD0550.The dynamic height is computed by dividing the NAVD 88
 FD0550.geopotential number by the normal gravity value computed on the
 FD0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0550.degrees latitude (g = 980.6199 gals.).
 FD0550
 FD0550.The modeled gravity was interpolated from observed gravity values.
 FD0550
 FD0550;                    North         East    Units  Estimated Accuracy
 FD0550;SPC TN       -   163,430.      522,620.      MT  (+/- 180 meters Scaled)
 FD0550
 FD0550                          SUPERSEDED SURVEY CONTROL
 FD0550
 FD0550  NGVD 29 (??/??/92)  259.588  (m)          851.66   (f) ADJ UNCH    2 0
 FD0550
 FD0550.Superseded values are not recommended for survey control.
 FD0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0550.See file dsdata.txt to determine how the superseded data were derived.
 FD0550
 FD0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE130621(NAD 83)
 FD0550_MARKER: DR = REFERENCE MARK DISK
 FD0550_SETTING: 80 = SET IN A BOULDER
 FD0550_SP_SET: BOULDER
 FD0550_STAMPING: BAUGH NO 1 1960
 FD0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0550+STABILITY: SURFACE MOTION
 FD0550
 FD0550  HISTORY     - Date     Condition        Report By
 FD0550  HISTORY     - 1960     MONUMENTED       CGS
 FD0550
 FD0550                          STATION DESCRIPTION
 FD0550
 FD0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0550'7.2 MI NE FROM SPRING HILL.
 FD0550'THIS MARK IS LOCATED AT THE BAUGH 1960 STATION SITE, 67.6 FT.
 FD0550'SOUTHEAST OF THE STATION MARK, 51 FT. EAST OF THE CENTER OF
 FD0550'A TRACK ROAD, 36 FT. NORTH OF A FENCE AND 22 FT. SOUTH OF THE
 FD0550'SOUTHWEST CORNER OF A VACANT HOUSE.  THE DISK IS CEMENTED IN
 FD0550'A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0551 ***********************************************************************
 FD0551  DESIGNATION -  BAUGH RM 2
 FD0551  PID         -  FD0551
 FD0551  STATE/COUNTY-  TN/WILLIAMSON
 FD0551  USGS QUAD   -  BETHESDA (1982)
 FD0551
 FD0551                         *CURRENT SURVEY CONTROL
 FD0551  ___________________________________________________________________
 FD0551* NAD 83(1986)-  35 48 12.     (N)    086 51 22.     (W)     SCALED    
 FD0551* NAVD 88     -       259.638  (meters)     851.83   (feet)  ADJUSTED  
 FD0551  ___________________________________________________________________
 FD0551  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0551  DYNAMIC HT  -         259.408 (meters)     851.07  (feet)  COMP
 FD0551  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0551
 FD0551  VERT ORDER  -  SECOND    CLASS 0
 FD0551
 FD0551.The horizontal coordinates were scaled from a topographic map and have
 FD0551.an estimated accuracy of +/- 6 seconds.
 FD0551
 FD0551.The orthometric height was determined by differential leveling
 FD0551.and adjusted by the National Geodetic Survey in June 1991..
 FD0551
 FD0551.The geoid height was determined by GEOID03.
 FD0551
 FD0551.The dynamic height is computed by dividing the NAVD 88
 FD0551.geopotential number by the normal gravity value computed on the
 FD0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0551.degrees latitude (g = 980.6199 gals.).
 FD0551
 FD0551.The modeled gravity was interpolated from observed gravity values.
 FD0551
 FD0551;                    North         East    Units  Estimated Accuracy
 FD0551;SPC TN       -   163,430.      522,620.      MT  (+/- 180 meters Scaled)
 FD0551
 FD0551                          SUPERSEDED SURVEY CONTROL
 FD0551
 FD0551  NGVD 29 (??/??/92)  259.614  (m)          851.75   (f) ADJ UNCH    2 0
 FD0551
 FD0551.Superseded values are not recommended for survey control.
 FD0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0551.See file dsdata.txt to determine how the superseded data were derived.
 FD0551
 FD0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE130621(NAD 83)
 FD0551_MARKER: DR = REFERENCE MARK DISK
 FD0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0551_STAMPING: BAUGH NO 2 1960
 FD0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0551+STABILITY: SURFACE MOTION
 FD0551
 FD0551  HISTORY     - Date     Condition        Report By
 FD0551  HISTORY     - 1960     MONUMENTED       CGS
 FD0551
 FD0551                          STATION DESCRIPTION
 FD0551
 FD0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0551'7.2 MI NE FROM SPRING HILL.
 FD0551'THIS MARK IS LOCATED AT THE BAUGH 1960 STATION SITE, 67 FT.
 FD0551'SOUTHWEST OF THE STATION MARK, 37 FT. NORTH OF A 24-INCH TREE,
 FD0551'8 FT. WEST OF THE CENTER OF A TRACK ROAD AND 1 FT. EAST OF A
 FD0551'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0551'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2182 ***********************************************************************
 GC2182  DESIGNATION -  BAULCH
 GC2182  PID         -  GC2182
 GC2182  STATE/COUNTY-  TN/SUMNER
 GC2182  USGS QUAD   -  GALLATIN (1983)
 GC2182
 GC2182                         *CURRENT SURVEY CONTROL
 GC2182  ___________________________________________________________________
 GC2182* NAD 83(1995)-  36 28 01.23104(N)    086 28 21.37809(W)     ADJUSTED  
 GC2182* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 GC2182  ___________________________________________________________________
 GC2182  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 GC2182  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2182
 GC2182  HORZ ORDER  -  FIRST
 GC2182
 GC2182.The horizontal coordinates were established by classical geodetic methods
 GC2182.and adjusted by the National Geodetic Survey in April 1999..
 GC2182
 GC2182.The orthometric height was scaled from a topographic map.
 GC2182
 GC2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2182
 GC2182.The geoid height was determined by GEOID03.
 GC2182
 GC2182;                    North         East     Units Scale Factor Converg.
 GC2182;SPC TN       -   236,837.281   557,640.610   MT  1.00000932   -0 16 36.1
 GC2182;SPC TN       -   777,023.65  1,829,525.90   sFT  1.00000932   -0 16 36.1
 GC2182;UTM  16      - 4,035,877.817   547,251.223   MT  0.99962751   +0 18 48.5
 GC2182
 GC2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2182!SPC TN       -   0.99995661  x   1.00000932  =   0.99996593
 GC2182!UTM  16      -   0.99995661  x   0.99962751  =   0.99958414
 GC2182
 GC2182|---------------------------------------------------------------------|
 GC2182| PID    Reference Object                     Distance      Geod. Az  |
 GC2182|                                                           dddmmss.s |
 GC2182| CG5553 BAULCH RM 2                          37.155 METERS 08001     |
 GC2182| CG5552 BAULCH RM 1                                        33209     |
 GC2182| CG5551 BAULCH AZ MK                                       3521452.2 |
 GC2182|---------------------------------------------------------------------|
 GC2182
 GC2182                          SUPERSEDED SURVEY CONTROL
 GC2182
 GC2182  NAD 83(1995)-  36 28 01.23169(N)    086 28 21.37873(W) AD(       ) 1
 GC2182  NAD 83(1995)-  36 28 01.23845(N)    086 28 21.38163(W) AD(       ) 1
 GC2182  NAD 83(1986)-  36 28 01.24050(N)    086 28 21.38158(W) AD(       ) 1
 GC2182  NAD 27      -  36 28 01.08100(N)    086 28 21.40500(W) AD(       ) 1
 GC2182
 GC2182.Superseded values are not recommended for survey control.
 GC2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2182.See file dsdata.txt to determine how the superseded data were derived.
 GC2182
 GC2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4725135878(NAD 83)
 GC2182_MARKER: DS = TRIANGULATION STATION DISK
 GC2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2182
 GC2182  HISTORY     - Date     Condition        Report By
 GC2182  HISTORY     - 1930     MONUMENTED       CGS
 GC2182  HISTORY     - 1938     GOOD             CGS
 GC2182
 GC2182                          STATION DESCRIPTION
 GC2182
 GC2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2182'ABOUT 6-3/4 MILES NORTH OF GALLATIN ON ROAD TO FOUNTAIN HEAD, 7-3/4
 GC2182'MILES SOUTH-SOUTHEAST OF PORTLAND, 0.3 MILE EAST OF STATE ROUTE 109,
 GC2182'AT TOP OF LONG STEEP HILL WHERE ROAD MAKES SHARP TURN TO LEFT, AND ON
 GC2182'LAND OWNED BY CAPPIE HOFFMAN.  WOODS ROADS LEAD OFF FROM BOTH
 GC2182'SIDES OF THIS TURN.  TO REACH FROM JUNCTION OF U.S. ROUTE 31E AND
 GC2182'STATE ROUTE 109 IN GALLATIN, GO WEST AND NORTH 6.0 MILES ON
 GC2182'ROUTE 109 TO SIDE ROAD TO RIGHT AT SUMMIT OF HIGHWAY GRADE, TURN
 GC2182'RIGHT ONTO OLD HIGHWAY AND GO EAST TO WHERE IT TURNS SHARPLY TO
 GC2182'LEFT AND CROSSES RIDGE.  STATION IS 150 FEET NORTHWEST OF THIS
 GC2182'TURN, IN SOUTH EDGE OF FIELD, 10 FEET NORTH OF NORTH EDGE OF WOODS,
 GC2182'AND 105 FEET WEST OF CENTER LINE OF OLD ROAD.  SURFACE AND
 GC2182'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2182'UPPER MARK PROJECTS 3 INCHES ABOVE GROUND.  REFERENCE
 GC2182'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS SET IN SQUARE CONCRETE
 GC2182'MONUMENTS.  REFERENCE MARK NO. 1 (1933), PROJECTING 8 INCHES
 GC2182'ABOVE GROUND,
 GC2182'IS 15 FEET WEST OF CENTER LINE OF ROAD AND 280.17 FEET (SLOPE
 GC2182'DISTANCE) FROM STATION, N 7 DEG 45 MIN W.  NO. 2
 GC2182'(1930) PROJECTING 4 INCHES ABOVE GROUND, IS 12 FEET EAST OF
 GC2182'CENTER LINE OF ROAD, 45 FEET SOUTH OF SOUTH EDGE OF WOODS,
 GC2182'90 FEET SOUTH
 GC2182'OF RIGHT-ANGLE TURN IN ROAD, AND 121.90 FEET FROM STATION, N 80 DEG
 GC2182'01 MIN E.  AZIMUTH MARK (REFERENCE MARK NO. 1 (1930))
 GC2182'IS FLUSH WITH GROUND, ABOUT 250 METERS (820 FEET) BEYOND FIRST HOUSE
 GC2182'ON RIGHT SIDE OF ROAD AFTER CROSSING HOLLOW TO NORTH, 80 YARDS
 GC2182'NORTHWEST OF JUNCTION OF OLD HIGHWAY AND ROUTE 109, 25 FEET NORTHEAST
 GC2182'OF CENTER LINE OF OLD ROAD, 90 FEET WEST-SOUTHWEST OF CENTER
 GC2182'LINE OF ROUTE 109, 6 FEET NORTHWEST OF 15-INCH PIN-OAK STUMP, AND
 GC2182'APPROXIMATELY 0.35 MILE FROM STATION, N 27 DEG 51 MIN 16 SEC W.
 GC2182'AIRWAY BEACON NO. 65 (SEE DESCRIPTION THEREOF) IS 13.7
 GC2182'MILES FROM STATION, S 19 DEG 10 MIN 59 SEC W.  AIRWAY BEACON
 GC2182'NO. 66 (SEE DESCRIPTION THEREOF) IS 4.1 MILES FROM STATION,
 GC2182'S 1 DEG 00 MIN 37 SEC E.
 GC2182
 GC2182                          STATION RECOVERY (1938)
 GC2182
 GC2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (SAD)
 GC2182'WHILE THE DESCRIPTION FOLLOWING THE RECOVERY OF THE STATION IN 1938
 GC2182'IS SUBSTANTIALLY THE SAME AS THAT OF THE ORIGINAL DESCRIPTION, IT
 GC2182'IS MORE EXPLICIT.  IN PART IT FOLLOWS-
 GC2182'
 GC2182'TO REACH STATION DRIVE N ON STATE HIGHWAY 109, 6.3 MILES FROM THE
 GC2182'COURTHOUSE SQUARE IN GALLATIN, TO A ROAD SIGN MARKED
 GC2182'SOUTH TUNNEL.  TURN RIGHT HERE TO THIS SIDE ROAD AND FOLLOW
 GC2182'IT ABOUT 200 YARDS.  WHERE IT
 GC2182'TURNS TO THE LEFT, KEEP STRAIGHT ON UP THE HILL ON A PRIVATE ROAD,
 GC2182'THROUGH TWO GATES, TO A WIRE FENCE ALONG THE PROPERTY LINE.  THE
 GC2182'STATION IS 106 FEET W OF THE APPROXIMATE MIDDLE OF THIS PRIVATE ROAD,
 GC2182'AND 13 FEET N OF THE WIRE FENCE ALONG THE PROPERTY LINE.
 GC2182'
 GC2182'REFERENCE MARK NO. 1 (1930) THE AZIMUTH MARK, IS NOW OBSCURED BY
 GC2182'TREES WHICH HAVE GROWN UP AROUND IT.
 GC2182'
 GC2182'ABOVE DATA FROM CAHIER OF MAGNETIC OBSERVATIONS CHECKED BY CEDRIC W.
 GC2182'KROLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1790 ***********************************************************************
 GB1790  DESIGNATION -  BAXTER
 GB1790  PID         -  GB1790
 GB1790  STATE/COUNTY-  TN/PUTNAM
 GB1790  USGS QUAD   -  BAXTER (1981)
 GB1790
 GB1790                         *CURRENT SURVEY CONTROL
 GB1790  ___________________________________________________________________
 GB1790* NAD 83(1995)-  36 08 15.20397(N)    085 38 11.63739(W)     ADJUSTED  
 GB1790* NAVD 88     -       319.636  (meters)    1048.67   (feet)  ADJUSTED  
 GB1790  ___________________________________________________________________
 GB1790  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GB1790  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1790  DYNAMIC HT  -         319.350 (meters)    1047.73  (feet)  COMP
 GB1790  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB1790
 GB1790  HORZ ORDER  -  SECOND
 GB1790  VERT ORDER  -  SECOND    CLASS 0
 GB1790
 GB1790.The horizontal coordinates were established by classical geodetic methods
 GB1790.and adjusted by the National Geodetic Survey in April 1999..
 GB1790
 GB1790.The orthometric height was determined by differential leveling
 GB1790.and adjusted by the National Geodetic Survey in June 1991..
 GB1790
 GB1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1790
 GB1790.The geoid height was determined by GEOID03.
 GB1790
 GB1790.The dynamic height is computed by dividing the NAVD 88
 GB1790.geopotential number by the normal gravity value computed on the
 GB1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1790.degrees latitude (g = 980.6199 gals.).
 GB1790
 GB1790.The modeled gravity was interpolated from observed gravity values.
 GB1790
 GB1790;                    North         East     Units Scale Factor Converg.
 GB1790;SPC TN       -   200,238.847   632,710.248   MT  0.99996239   +0 12 46.0
 GB1790;SPC TN       -   656,950.28  2,075,816.87   sFT  0.99996239   +0 12 46.0
 GB1790;UTM  16      - 4,000,066.523   622,672.869   MT  0.99978542   +0 48 14.9
 GB1790
 GB1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1790!SPC TN       -   0.99995447  x   0.99996239  =   0.99991686
 GB1790!UTM  16      -   0.99995447  x   0.99978542  =   0.99973990
 GB1790
 GB1790:                Primary Azimuth Mark                     Grid Az
 GB1790:SPC TN       -  BAXTER AZ MK                             011 29 14.9
 GB1790:UTM  16      -  BAXTER AZ MK                             010 53 46.0
 GB1790
 GB1790|---------------------------------------------------------------------|
 GB1790| PID    Reference Object                     Distance      Geod. Az  |
 GB1790|                                                           dddmmss.s |
 GB1790| CG5557 BAXTER AZ MK                                       0114200.9 |
 GB1790| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX.11.5 KM 0704932.3 |
 GB1790| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX.13.1 KM 0793142.0 |
 GB1790| GB1792 BAXTER RM 2                          21.106 METERS 26450     |
 GB1790| GB1791 BAXTER RM 1                          28.721 METERS 34522     |
 GB1790| GB2427 BAXTER MUNICIPAL TANK               APPROX. 2.2 KM 3561112.9 |
 GB1790|---------------------------------------------------------------------|
 GB1790
 GB1790                          SUPERSEDED SURVEY CONTROL
 GB1790
 GB1790  NAD 83(1995)-  36 08 15.20600(N)    085 38 11.64072(W) AD(       ) 2
 GB1790  NAD 83(1995)-  36 08 15.20767(N)    085 38 11.64091(W) AD(       ) 2
 GB1790  NAD 83(1986)-  36 08 15.21655(N)    085 38 11.63803(W) AD(       ) 2
 GB1790  NAD 27      -  36 08 14.99510(N)    085 38 11.72050(W) AD(       ) 2
 GB1790  NGVD 29 (??/??/92)  319.700  (m)         1048.88   (f) ADJ UNCH    2 0
 GB1790
 GB1790.Superseded values are not recommended for survey control.
 GB1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1790.See file dsdata.txt to determine how the superseded data were derived.
 GB1790
 GB1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2267300067(NAD 83)
 GB1790_MARKER: DE = TRAVERSE STATION DISK
 GB1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1790_STAMPING: BAXTER 1960
 GB1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1790+STABILITY: SURFACE MOTION
 GB1790
 GB1790  HISTORY     - Date     Condition        Report By
 GB1790  HISTORY     - 1960     MONUMENTED       CGS
 GB1790  HISTORY     - 1960     GOOD             CGS
 GB1790  HISTORY     - 1963     GOOD             CGS
 GB1790  HISTORY     - 1974     GOOD             TVA
 GB1790
 GB1790                          STATION DESCRIPTION
 GB1790
 GB1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1790'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF BAXTER AND NEAR THE
 GB1790'NORTH RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY WHICH IS NOW UNDER
 GB1790'CONSTRUCTION.
 GB1790'
 GB1790'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BAXTER, GO SOUTH, ON
 GB1790'STATE HIGHWAY 56 FOR 0.1 MILE TO A TRAFFIC LIGHT AND SIDE ROAD
 GB1790'LEFT.  TURN LEFT, CROSSING RAILROAD TRACKS AND GO SOUTHEAST, ON A
 GB1790'HARD SURFACE ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT,
 GB1790'JUST AFTER PASSING JOHNSONS NURSERY. TURN RIGHT, ON A GRAVELED ROAD
 GB1790'AND GO SOUTHERLY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GB1790'PROCEED SOUTHERLY, FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT AND THE
 GB1790'STATION ON THE LEFT.
 GB1790'
 GB1790'THE STA MARK IS A STANDARD TRAVERSE DISK, STAMPED BAXTER 1960, SET IN
 GB1790'A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 69 FEET EAST OF A
 GB1790'POWER POLE, 51 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 2.7
 GB1790'FEET NORTH OF A WITNESS POST.
 GB1790'
 GB1790'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED BAXTER NO 1 1960, SET
 GB1790'IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 14 FEET EAST OF A
 GB1790'GRAVELED ROAD AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GB1790'
 GB1790'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BAXTER NO 2 1960,
 GB1790'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 19 FEET WEST OF
 GB1790'THE CENTER OF A GRAVELED ROAD, 10 FEET SOUTH OF THE CENTER OF A
 GB1790'DRIVE-WAY, AND 2.7 FEET SOUTH OF A POWER LINE POLE.
 GB1790'
 GB1790'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAXTER 1960, SET IN A
 GB1790'CONCRETE MONUMENT, AND SET FLUSH. IT IS 20 FEET WEST OF THE CENTER
 GB1790'OF A GRAVELED ROAD, 5 FEET WEST OF A FENCE CORNER POST, 2.3 FEET WEST
 GB1790'OF A WITNESS SIGN, AND 1 FOOT SOUTH OF A WIRE FENCE.
 GB1790'
 GB1790'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GB1790
 GB1790                          STATION RECOVERY (1960)
 GB1790
 GB1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1790'1.4 MI S FROM BAXTER.
 GB1790'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1790'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN
 GB1790'0.5 MILE SOUTH ON A GRAVELED ROAD TO A DRIVEWAY ON THE RIGHT
 GB1790'AND THE STATION.  THE STATION MARK IS ON THE NORTH RIGHT OF WAY
 GB1790'FOR INTERSTATE HIGHWAY 40, 69 FT. EAST OF A POWER LINE POLE, 51
 GB1790'FT. EAST OF THE CENTER OF THE GRAVELED ROAD, AND 2.7 FT. NORTH
 GB1790'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1790'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GB1790
 GB1790                          STATION RECOVERY (1963)
 GB1790
 GB1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB1790'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 GB1790'DESCRIBED.  THE ORIGINAL WITNESS POSTS ARE INTACT NEAR EACH MARK.
 GB1790'NO SEARCH WAS MADE FOR THE RMS.
 GB1790'
 GB1790'ROUTE DESRIPTION IS ADEQUATE TO THE AZIMUTH MARK.
 GB1790'
 GB1790'A NEW ROUTE DESCRIPTION TO THE STATION IS AS FOLLOWS--
 GB1790'
 GB1790'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND
 GB1790'STATE HIGHWAY 56, GO WEST ON I-40 FOR 0.4 MILE TO A SMALL TREE ON
 GB1790'THE RIGHT, AND A POWER LINE CROSSING THE INTERSTATE.  STATION IS ON
 GB1790'THE RIGHT (NORTH) BANK OF INTERSTATE 40.  4 FEET SOUTH OF A
 GB1790'FENCELINE, 3 FEET NORTH OF A METAL WITNESS POST, AND 69 FEET EAST
 GB1790'OF A POWER POLE.
 GB1790
 GB1790                          STATION RECOVERY (1974)
 GB1790
 GB1790'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (NLI)
 GB1790'BAXTER STATION MARK RECOVERED IN GOOD CONDITION.
 GB1790'
 GB1790'BAXTER 1960 FOUND STAMPED ON THE POINT.
 GB1790'
 GB1790'DESCRIPTION IS GOOD.
 GB1790'AZI MARK AND REFS FOUND AS DESCRIBED.
 GB1790'
 GB1790'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 SOUTH FROM BAXTER,
 GB1790'TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1460 ***********************************************************************
 FD1460  DESIGNATION -  BAXTER
 FD1460  PID         -  FD1460
 FD1460  STATE/COUNTY-  TN/MARSHALL
 FD1460  USGS QUAD   -  LEWISBURG (1981)
 FD1460
 FD1460                         *CURRENT SURVEY CONTROL
 FD1460  ___________________________________________________________________
 FD1460* NAD 83(1995)-  35 28 18.17114(N)    086 52 13.68111(W)     ADJUSTED  
 FD1460* NAVD 88     -       343.7    (meters)    1128.     (feet)  VERTCON   
 FD1460  ___________________________________________________________________
 FD1460  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FD1460  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD1460
 FD1460  HORZ ORDER  -  SECOND
 FD1460
 FD1460.The horizontal coordinates were established by classical geodetic methods
 FD1460.and adjusted by the National Geodetic Survey in April 1999..
 FD1460
 FD1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1460
 FD1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1460
 FD1460.The geoid height was determined by GEOID03.
 FD1460
 FD1460;                    North         East     Units Scale Factor Converg.
 FD1460;SPC TN       -   126,654.025   520,998.931   MT  0.99996828   -0 30 34.6
 FD1460;SPC TN       -   415,530.75  1,709,310.66   sFT  0.99996828   -0 30 34.6
 FD1460;UTM  16      - 3,925,364.126   511,751.872   MT  0.99960170   +0 04 30.6
 FD1460
 FD1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1460!SPC TN       -   0.99995041  x   0.99996828  =   0.99991869
 FD1460!UTM  16      -   0.99995041  x   0.99960170  =   0.99955213
 FD1460
 FD1460:                Primary Azimuth Mark                     Grid Az
 FD1460:SPC TN       -  BAXTER AZ MK                             073 20 42.9
 FD1460:UTM  16      -  BAXTER AZ MK                             072 45 37.7
 FD1460
 FD1460|---------------------------------------------------------------------|
 FD1460| PID    Reference Object                     Distance      Geod. Az  |
 FD1460|                                                           dddmmss.s |
 FD1460| CG5554 BAXTER AZ MK                                       0725008.3 |
 FD1460| FD1464 FOWLER                              APPROX.12.4 KM 1553143.8 |
 FD1460| CG5555 BAXTER RM 1                          28.534 METERS 22649     |
 FD1460| CG5556 BAXTER RM 2                          29.785 METERS 33045     |
 FD1460|---------------------------------------------------------------------|
 FD1460
 FD1460                          SUPERSEDED SURVEY CONTROL
 FD1460
 FD1460  NAD 83(1995)-  35 28 18.17417(N)    086 52 13.68267(W) AD(       ) 2
 FD1460  NAD 83(1995)-  35 28 18.17472(N)    086 52 13.68247(W) AD(       ) 2
 FD1460  NAD 83(1986)-  35 28 18.18123(N)    086 52 13.68167(W) AD(       ) 2
 FD1460  NAD 27      -  35 28 17.91600(N)    086 52 13.67800(W) AD(       ) 2
 FD1460  NGVD 29 (07/19/86)  343.7    (m)         1128.     (f) VERT ANG       
 FD1460
 FD1460.Superseded values are not recommended for survey control.
 FD1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1460.See file dsdata.txt to determine how the superseded data were derived.
 FD1460
 FD1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1175225364(NAD 83)
 FD1460_MARKER: DS = TRIANGULATION STATION DISK
 FD1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1460
 FD1460  HISTORY     - Date     Condition        Report By
 FD1460  HISTORY     - 1934     MONUMENTED       CGS
 FD1460  HISTORY     - 1960     GOOD             CGS
 FD1460
 FD1460                          STATION DESCRIPTION
 FD1460
 FD1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1460'ON SUMMIT OF BAXTER RIDGE, 4.5 MILES WEST ALONG ROUTE 50 FROM
 FD1460'COURTHOUSE IN
 FD1460'LEWISBURG, 1 MILE SOUTH OF HIGHWAY AT THIS POINT, ABOUT
 FD1460'0.25 MILE SOUTHWEST AND 200 FEET
 FD1460'ABOVE OLD BAXTER FARM, ON SUMMIT OF
 FD1460'SOUTHEASTERLY AND HIGHER OF TWO RIDGES OF ABOUT
 FD1460'SAME ELEVATION, IN
 FD1460'APPROXIMATE CENTER OF TRIANGLE-SHAPED SUMMIT, 130 FEET
 FD1460'NORTH-NORTHEAST
 FD1460'OF 30-INCH OAK TREE, AND 70 FEET EAST OF WIRE FENCE
 FD1460'ON WEST SIDE OF HILL.  TO REACH
 FD1460'FROM COLUMBIA, GO EAST 15.4 MILES ON
 FD1460'ROUTE 50 (OR 2.6 MILES EAST OF SILVER CREEK
 FD1460'RAILROAD STATION), TURN
 FD1460'RIGHT ONTO DIRT ROAD AT CURVE TO LEFT IN HIGHWAY, GO 0.2 MILE,
 FD1460'TURN RIGHT
 FD1460'THROUGH TWO LARGE STONE POSTS, GO 0.75 MILE TO END OF ROAD AT
 FD1460'HOUSE AND TWO BARNS (END
 FD1460'OF TRUCK TRAVEL), AND THEN DUE SOUTH ABOUT
 FD1460'0.75 MILE TO STATION SITE ON MOST PROMINENT
 FD1460'KNOB OR RIDGE IN
 FD1460'VICINITY.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FD1460'STATION MARKS
 FD1460'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FD1460'STANDARD REFERENCE DISKS
 FD1460'IN CONCRETE.  NO 1 IS ABOUT 2 FEET
 FD1460'EAST OF WIRE FENCE AND 93.66 FEET FROM
 FD1460'STATION 46 DEG 49
 FD1460'MIN.  NO 2 IS ABOUT 2 FEET EAST OF WIRE FENCE AND 97.72
 FD1460'FEET FROM
 FD1460'STATION 150 DEG 45 MIN.  DISTANCE BETWEEN NO 1 AND NO 2 IS
 FD1460'150.75 FEET.
 FD1460'AZIMUTH MARK IS ON ROUTE 50, ABOUT 100 YARDS SOUTHWEST
 FD1460'OF S B DAVIS HOUSE, 35 FEET
 FD1460'NORTH OF CENTER LINE OF HIGHWAY ON SOUTH
 FD1460'FENCE LINE OF DAVIS PROPERTY, AND 1 MILE FROM
 FD1460'STATION N 72 DEG 51 MIN E.
 FD1460
 FD1460                          STATION RECOVERY (1960)
 FD1460
 FD1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1460'THE STATION MARK, REFERENCE MARK NO 1, AND REFERENCE MARK NO 2 WERE
 FD1460'RECOVERED AND FOUND IN
 FD1460'GOOD CONDITION.  AFTER A COMPLETE AND THOROUGH SEARCH
 FD1460'WAS MADE FOR THE AZIMUTH MARK,
 FD1460'IT IS BELIEVED TO HAVE BEEN DESTROYED.
 FD1460'NO NEW AZIMUTH MARK WAS ESTABLISHED AS IT WOULD
 FD1460'BE IMPOSSIBLE TO
 FD1460'CLEAR A LINE OF SIGHT WITHOUT DESTROYING TIMBER DEEMED VALUABLE BY
 FD1460'THE PROPERTY
 FD1460'OWNER.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1460'
 FD1460'THE STATION IS LOCATED ON THE PROPERTY OF MR T E HARRIS, ABOUT 8
 FD1460'MILES NORTH OF
 FD1460'CORNERSVILLE, 5 MILES WEST OF LEWISBURG, AND ON THE SUMMIT OF A
 FD1460'HEAVILY TIMBERED
 FD1460'HILL.
 FD1460'
 FD1460'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 FD1460'LEWISBURG, GO WEST ON
 FD1460'STATE HIGHWAY 50 FOR 1.25 MILES TO THE JUNCTION OF STATE
 FD1460'HIGHWAYS 50 AND 50A.  KEEP
 FD1460'RIGHT AND GO WESTERLY ON STATE HIGHWAY 50
 FD1460'FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN
 FD1460'LEFT, SOUTH, GO 0.2 MILE TO
 FD1460'A SIDE ROAD RIGHT.  TURN RIGHT, WEST, GO 0.75 MILE TO THE
 FD1460'RESIDENCE OF MR
 FD1460'T E HARRIS, AND THE END OF TRUCK TRAVEL.  HERE PACK SOUTHWEST
 FD1460'TO THE HIGHEST POINT AND
 FD1460'THE STATION.  (30-MINUTE PACK)
 FD1460'
 FD1460'THE STATION MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1460'STAMPED BAXTER 1934,
 FD1460'AND PROJECTS 4 INCHES.  IT IS 60 FEET EAST OF A WOVEN
 FD1460'WIRE FENCE AND SET IN ABOUT THE
 FD1460'CENTER OF A TRIANGLE-SHAPED SUMMIT.
 FD1460'
 FD1460'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1460'STAMPED BAXTER NO 1
 FD1460'1934, AND PROJECTS 4 INCHES.  IT IS 8 FEET SOUTHEAST OF A
 FD1460'14-INCH TREE AND 1.4 FEET EAST
 FD1460'OF A WOVEN WIRE FENCE.
 FD1460'
 FD1460'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1460'STAMPED BAXTER NO 2
 FD1460'1934, AND PROJECTS 5 INCHES.  IT IS 6 FEET SOUTH OF A
 FD1460'20-INCH WALNUT TREE AND 1.2
 FD1460'FEET EAST OF A WOVEN WIRE FENCE.
 FD1460'
 FD1460'HEIGHT OF TELESCOPE ABOVE STATION MARK 19.6 METERS.
 FD1460'
 FD1460'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4027 ***********************************************************************
 FB4027  DESIGNATION -  BAXTER
 FB4027  PID         -  FB4027
 FB4027  STATE/COUNTY-  TN/KNOX
 FB4027  USGS QUAD   -  KNOXVILLE (1978)
 FB4027
 FB4027                         *CURRENT SURVEY CONTROL
 FB4027  ___________________________________________________________________
 FB4027* NAD 83(1995)-  35 58 34.65102(N)    083 56 08.75227(W)     ADJUSTED  
 FB4027* NAVD 88     -       292.8    (meters)     961.     (feet)  VERTCON   
 FB4027  ___________________________________________________________________
 FB4027  X           -     545,939.261 (meters)                     COMP
 FB4027  Y           -  -5,138,838.312 (meters)                     COMP
 FB4027  Z           -   3,726,217.096 (meters)                     COMP
 FB4027  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FB4027  ELLIP HEIGHT-         262.07  (meters)          (04/12/99) GPS OBS
 FB4027  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4027
 FB4027  HORZ ORDER  -  FIRST
 FB4027  ELLP ORDER  -  FOURTH    CLASS I
 FB4027
 FB4027.The horizontal coordinates were established by GPS observations
 FB4027.and adjusted by the National Geodetic Survey in April 1999..
 FB4027
 FB4027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4027
 FB4027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4027
 FB4027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4027
 FB4027.The ellipsoidal height was determined by GPS observations
 FB4027.and is referenced to NAD 83.
 FB4027
 FB4027.The geoid height was determined by GEOID03.
 FB4027
 FB4027;                    North         East     Units Scale Factor Converg.
 FB4027;SPC TN       -   184,248.189   786,151.937   MT  0.99995147   +1 12 30.5
 FB4027;SPC TN       -   604,487.60  2,579,233.48   sFT  0.99995147   +1 12 30.5
 FB4027;UTM  17      - 3,985,304.820   235,291.165   MT  1.00046350   -1 43 32.2
 FB4027;UTM  16      - 3,985,661.558   776,296.040   MT  1.00054076   +1 48 04.4
 FB4027
 FB4027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4027!SPC TN       -   0.99995887  x   0.99995147  =   0.99991034
 FB4027!UTM  17      -   0.99995887  x   1.00046350  =   1.00042235
 FB4027!UTM  16      -   0.99995887  x   1.00054076  =   1.00049961
 FB4027
 FB4027                          SUPERSEDED SURVEY CONTROL
 FB4027
 FB4027  NAD 83(1995)-  35 58 34.65201(N)    083 56 08.75871(W) AD(       ) 1
 FB4027  ELLIP H (05/28/93)  262.02   (m)                       GP(       ) 4 2
 FB4027  NGVD 29 (05/28/93)  293.0    (m)          961.     (f) GPS OBS        
 FB4027
 FB4027.Superseded values are not recommended for survey control.
 FB4027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4027.See file dsdata.txt to determine how the superseded data were derived.
 FB4027
 FB4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3529185305(NAD 83)
 FB4027_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FB4027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FB4027_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB4027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4027+STABILITY: SURFACE MOTION
 FB4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4027+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB4027
 FB4027  HISTORY     - Date     Condition        Report By
 FB4027  HISTORY     - UNK      MONUMENTED
 FB4027  HISTORY     - 1988     GOOD             AEROS
 FB4027  HISTORY     - 20010323 GOOD             USPSQD
 FB4027  HISTORY     - 20060112 GOOD             USPSQD
 FB4027
 FB4027                          STATION DESCRIPTION
 FB4027
 FB4027'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4027'THE STATION WAS RECOVERED AT THIS DATE.
 FB4027'A NEW DESCRIPTION FOLLOWS.
 FB4027'
 FB4027'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 FB4027'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4027'1.0 KM (0.6 MI) NORTHWEST OF THE JUNCTION OF INTERSTATES 40 AND
 FB4027'275, AND AT THE JUNCTION OF INTERSTATE 275 AND BAXTER AVENUE.
 FB4027'OWNERSHIP--STATE OF TENNESSEE.
 FB4027'
 FB4027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4027'STREET) AND STATE ROUTE 62 (WESTERN AVENUE), GO
 FB4027'NORTH FOR 1.3 KM (0.8 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4027'STREET BECOMES BROADWAY AT THE SOUTH END OF THE BROADWAY VIADUCT)
 FB4027'TO THE (Y) INTERSECTION OF CENTRAL STREET.
 FB4027'TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.4 MI) ON CENTRAL STREET TO
 FB4027'THE INTERSECTION OF BAXTER AVENUE.
 FB4027'TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON BAXTER AVENUE TO
 FB4027'THE STATION ON THE LEFT AGAINST THE BACK OF A SIDEWALK ABOUT MIDWAY
 FB4027'BETWEEN THE SOUTH BOUND ENTRANCE TO INTERSTATE 275 AND THE EAST
 FB4027'BOUND EXIT FROM INTERSTATE 275.
 FB4027'
 FB4027'THE STATION IS A STANDARD TNDT DISK
 FB4027'STAMPED---BAXTER 1965---,
 FB4027'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FB4027'25 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 FB4027'10.5 METERS (34.6 FT) SOUTHEAST FROM THE CENTERLINE MEDIAN OF
 FB4027'BAXTER AVENUE,
 FB4027'22.9 METERS (75.2 FT) WEST FROM A POWER POLE NUMBERED 37092,
 FB4027'18.1 METERS (59.5 FT) EAST FROM A POWER POLE NUMBERED 37093, AND
 FB4027'0.2 METERS (0.6 FT) SOUTH FROM THE BACK OF A SIDEWALK.
 FB4027
 FB4027                          STATION RECOVERY (2001)
 FB4027
 FB4027'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB4027'RECOVERED IN GOOD CONDITION.
 FB4027
 FB4027                          STATION RECOVERY (2006)
 FB4027
 FB4027'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1793 ***********************************************************************
 GB1793  DESIGNATION -  BAXTER AZ MK
 GB1793  PID         -  GB1793
 GB1793  STATE/COUNTY-  TN/PUTNAM
 GB1793  USGS QUAD   -  BAXTER (1981)
 GB1793
 GB1793                         *CURRENT SURVEY CONTROL
 GB1793  ___________________________________________________________________
 GB1793* NAD 83(1986)-  36 08 25.     (N)    085 38 09.     (W)     SCALED    
 GB1793* NAVD 88     -       318.976  (meters)    1046.51   (feet)  ADJUSTED  
 GB1793  ___________________________________________________________________
 GB1793  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1793  DYNAMIC HT  -         318.690 (meters)    1045.57  (feet)  COMP
 GB1793  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 GB1793
 GB1793  VERT ORDER  -  SECOND    CLASS 0
 GB1793
 GB1793.The horizontal coordinates were scaled from a topographic map and have
 GB1793.an estimated accuracy of +/- 6 seconds.
 GB1793
 GB1793.The orthometric height was determined by differential leveling
 GB1793.and adjusted by the National Geodetic Survey in June 1991..
 GB1793
 GB1793.The geoid height was determined by GEOID03.
 GB1793
 GB1793.The dynamic height is computed by dividing the NAVD 88
 GB1793.geopotential number by the normal gravity value computed on the
 GB1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1793.degrees latitude (g = 980.6199 gals.).
 GB1793
 GB1793.The modeled gravity was interpolated from observed gravity values.
 GB1793
 GB1793;                    North         East    Units  Estimated Accuracy
 GB1793;SPC TN       -   200,540.      632,780.      MT  (+/- 180 meters Scaled)
 GB1793
 GB1793                          SUPERSEDED SURVEY CONTROL
 GB1793
 GB1793  NGVD 29 (??/??/92)  319.040  (m)         1046.72   (f) ADJ UNCH    2 0
 GB1793
 GB1793.Superseded values are not recommended for survey control.
 GB1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1793.See file dsdata.txt to determine how the superseded data were derived.
 GB1793
 GB1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF227003(NAD 83)
 GB1793_MARKER: DZ = AZIMUTH MARK DISK
 GB1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1793_STAMPING: BAXTER 1960
 GB1793_MARK LOGO: CGS   
 GB1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1793+STABILITY: SURFACE MOTION
 GB1793
 GB1793  HISTORY     - Date     Condition        Report By
 GB1793  HISTORY     - 1960     MONUMENTED       CGS
 GB1793
 GB1793                          STATION DESCRIPTION
 GB1793
 GB1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1793'1.2 MI S FROM BAXTER.
 GB1793'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1793'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN
 GB1793'0.3 MILE SOUTH ON A GRAVELED ROAD.  THE AZIMUTH MARK IS 20 FT.
 GB1793'WEST OF THE CENTER OF THE GRAVELED ROAD, 5 FT. WEST OF A FENCE
 GB1793'CORNER POST, 1 FT. SOUTH OF A WIRE FENCE, AND 2.3 FT. WEST OF A
 GB1793'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GB1793'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2427 ***********************************************************************
 GB2427  DESIGNATION -  BAXTER MUNICIPAL TANK
 GB2427  PID         -  GB2427
 GB2427  STATE/COUNTY-  TN/PUTNAM
 GB2427  USGS QUAD   -  BAXTER (1981)
 GB2427
 GB2427                         *CURRENT SURVEY CONTROL
 GB2427  ___________________________________________________________________
 GB2427* NAD 83(1995)-  36 09 26.91525(N)    085 38 17.53113(W)     ADJUSTED  
 GB2427* NAVD 88     -                                                        
 GB2427  ___________________________________________________________________
 GB2427  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 GB2427  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB2427
 GB2427  HORZ ORDER  -  THIRD
 GB2427
 GB2427.The horizontal coordinates were established by classical geodetic methods
 GB2427.and adjusted by the National Geodetic Survey in April 1999..
 GB2427
 GB2427
 GB2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2427
 GB2427.The geoid height was determined by GEOID03.
 GB2427
 GB2427;                    North         East     Units Scale Factor Converg.
 GB2427;SPC TN       -   202,448.541   632,554.729   MT  0.99996428   +0 12 42.5
 GB2427;SPC TN       -   664,199.92  2,075,306.64   sFT  0.99996428   +0 12 42.5
 GB2427;UTM  16      - 4,002,274.100   622,494.576   MT  0.99978488   +0 48 12.8
 GB2427
 GB2427                          SUPERSEDED SURVEY CONTROL
 GB2427
 GB2427  NAD 83(1995)-  36 09 26.91743(N)    085 38 17.53436(W) AD(       ) 4
 GB2427  NAD 83(1995)-  36 09 26.91953(N)    085 38 17.53469(W) AD(       ) 4
 GB2427  NAD 83(1986)-  36 09 26.92774(N)    085 38 17.53201(W) AD(       ) 4
 GB2427  NAD 27      -  36 09 26.70700(N)    085 38 17.61100(W) AD(       ) 3
 GB2427
 GB2427.Superseded values are not recommended for survey control.
 GB2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2427.See file dsdata.txt to determine how the superseded data were derived.
 GB2427
 GB2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2249502274(NAD 83)
 GB2427_MARKER: 53 = ELEVATED TANK
 GB2427
 GB2427  HISTORY     - Date     Condition        Report By
 GB2427  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2427  HISTORY     - 1960     GOOD             CGS
 GB2427
 GB2427                          STATION DESCRIPTION
 GB2427
 GB2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2427'STATION IS LOCATED IN THE NORTHEAST SECTION OF BAXTER. IT IS ABOUT
 GB2427'200 FEET SOUTHWEST OF THE INTERSECTION OF A GRAVEL STREET
 GB2427'NORTH-SOUTH, AND PAVED STREET EAST-WEST. THE STATION IS A 4-LEGGED
 GB2427'STEEL STRUCTURE, 125 FEET HIGH WITH A WATER TANK ATOP PAINTED
 GB2427'SILVER WITH THE LEGEND BAXTER PAINTED IN LARGE BLACK LETTERS ON ALL
 GB2427'SIDES OF THE WATER TANK. THE POINT OBSERVED ON WAS THE BALL AT THE
 GB2427'APEX OF THE WATER TANK.
 GB2427'
 GB2427'TO REACH THE STATION FROM THE TENNESSEE CENTRAL RAILROAD DEPOT IN
 GB2427'BAXTER GO EAST ON STATE HIGHWAY NO. 56 FOR 0.3 MILE TO A GRAVEL
 GB2427'STREET LEFT, TURN LEFT AND GO 0.1 MILE TO THE STATION ON THE LEFT AS
 GB2427'DESCRIBED.
 GB2427
 GB2427                          STATION RECOVERY (1960)
 GB2427
 GB2427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2427'THE STATION WAS RECOVERED AS DESCRIBED. THE ORIGINAL DESCRIPTION IS
 GB2427'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1791 ***********************************************************************
 GB1791  DESIGNATION -  BAXTER RM 1
 GB1791  PID         -  GB1791
 GB1791  STATE/COUNTY-  TN/PUTNAM
 GB1791  USGS QUAD   -  BAXTER (1981)
 GB1791
 GB1791                         *CURRENT SURVEY CONTROL
 GB1791  ___________________________________________________________________
 GB1791* NAD 83(1986)-  36 08 14.     (N)    085 38 11.     (W)     SCALED    
 GB1791* NAVD 88     -       319.895  (meters)    1049.52   (feet)  ADJUSTED  
 GB1791  ___________________________________________________________________
 GB1791  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1791  DYNAMIC HT  -         319.608 (meters)    1048.58  (feet)  COMP
 GB1791  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB1791
 GB1791  VERT ORDER  -  SECOND    CLASS 0
 GB1791
 GB1791.The horizontal coordinates were scaled from a topographic map and have
 GB1791.an estimated accuracy of +/- 6 seconds.
 GB1791
 GB1791.The orthometric height was determined by differential leveling
 GB1791.and adjusted by the National Geodetic Survey in June 1991..
 GB1791
 GB1791.The geoid height was determined by GEOID03.
 GB1791
 GB1791.The dynamic height is computed by dividing the NAVD 88
 GB1791.geopotential number by the normal gravity value computed on the
 GB1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1791.degrees latitude (g = 980.6199 gals.).
 GB1791
 GB1791.The modeled gravity was interpolated from observed gravity values.
 GB1791
 GB1791;                    North         East    Units  Estimated Accuracy
 GB1791;SPC TN       -   200,200.      632,730.      MT  (+/- 180 meters Scaled)
 GB1791
 GB1791                          SUPERSEDED SURVEY CONTROL
 GB1791
 GB1791  NGVD 29 (??/??/92)  319.958  (m)         1049.73   (f) ADJ UNCH    2 0
 GB1791
 GB1791.Superseded values are not recommended for survey control.
 GB1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1791.See file dsdata.txt to determine how the superseded data were derived.
 GB1791
 GB1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF226000(NAD 83)
 GB1791_MARKER: DR = REFERENCE MARK DISK
 GB1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1791_STAMPING: BAXTER NO 1 1960
 GB1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1791+STABILITY: SURFACE MOTION
 GB1791
 GB1791  HISTORY     - Date     Condition        Report By
 GB1791  HISTORY     - 1960     MONUMENTED       CGS
 GB1791
 GB1791                          STATION DESCRIPTION
 GB1791
 GB1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1791'1.4 MI S FROM BAXTER.
 GB1791'THIS MARK IS LOCATED AT THE BAXTER 1960 STATION SITE, 94.2 FT.
 GB1791'NORTHWEST OF THE STATION MARK AND 14 FT. EAST OF THE GRAVELED
 GB1791'ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GB1791'WITH THE GROUND AND ABOUT LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1792 ***********************************************************************
 GB1792  DESIGNATION -  BAXTER RM 2
 GB1792  PID         -  GB1792
 GB1792  STATE/COUNTY-  TN/PUTNAM
 GB1792  USGS QUAD   -  BAXTER (1981)
 GB1792
 GB1792                         *CURRENT SURVEY CONTROL
 GB1792  ___________________________________________________________________
 GB1792* NAD 83(1986)-  36 08 14.     (N)    085 38 11.     (W)     SCALED    
 GB1792* NAVD 88     -       320.103  (meters)    1050.20   (feet)  ADJUSTED  
 GB1792  ___________________________________________________________________
 GB1792  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1792  DYNAMIC HT  -         319.816 (meters)    1049.26  (feet)  COMP
 GB1792  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB1792
 GB1792  VERT ORDER  -  SECOND    CLASS 0
 GB1792
 GB1792.The horizontal coordinates were scaled from a topographic map and have
 GB1792.an estimated accuracy of +/- 6 seconds.
 GB1792
 GB1792.The orthometric height was determined by differential leveling
 GB1792.and adjusted by the National Geodetic Survey in June 1991..
 GB1792
 GB1792.The geoid height was determined by GEOID03.
 GB1792
 GB1792.The dynamic height is computed by dividing the NAVD 88
 GB1792.geopotential number by the normal gravity value computed on the
 GB1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1792.degrees latitude (g = 980.6199 gals.).
 GB1792
 GB1792.The modeled gravity was interpolated from observed gravity values.
 GB1792
 GB1792;                    North         East    Units  Estimated Accuracy
 GB1792;SPC TN       -   200,200.      632,730.      MT  (+/- 180 meters Scaled)
 GB1792
 GB1792                          SUPERSEDED SURVEY CONTROL
 GB1792
 GB1792  NGVD 29 (??/??/92)  320.166  (m)         1050.41   (f) ADJ UNCH    2 0
 GB1792
 GB1792.Superseded values are not recommended for survey control.
 GB1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1792.See file dsdata.txt to determine how the superseded data were derived.
 GB1792
 GB1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF226000(NAD 83)
 GB1792_MARKER: DR = REFERENCE MARK DISK
 GB1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1792_STAMPING: BAXTER NO 2 1960
 GB1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1792+STABILITY: SURFACE MOTION
 GB1792
 GB1792  HISTORY     - Date     Condition        Report By
 GB1792  HISTORY     - 1960     MONUMENTED       CGS
 GB1792
 GB1792                          STATION DESCRIPTION
 GB1792
 GB1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1792'1.4 MI S FROM BAXTER.
 GB1792'THIS MARK IS LOCATED AT THE BAXTER 1960 STATION SITE, 69.2 FT.
 GB1792'WEST OF THE STATION MARK, 19 FT. WEST OF THE CENTER OF A
 GB1792'GRAVELED ROAD, 10 FT. SOUTH OF THE CENTER OF A DRIVE-WAY, AND
 GB1792'2.7 FT. SOUTH OF A POWER LINE POLE.  THE DISK IS SET IN TOP OF
 GB1792'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3430 ***********************************************************************
 GA3430  DESIGNATION -  BAYS MOUNTAIN LOOKOUT TOWER
 GA3430  PID         -  GA3430
 GA3430  STATE/COUNTY-  TN/SULLIVAN
 GA3430  USGS QUAD   -  KINGSPORT (1991)
 GA3430
 GA3430                         *CURRENT SURVEY CONTROL
 GA3430  ___________________________________________________________________
 GA3430* NAD 83(1995)-  36 30 55.71930(N)    082 37 26.98890(W)     ADJUSTED  
 GA3430* NAVD 88     -       740.2    (meters)    2428.     (feet)  VERTCON   
 GA3430  ___________________________________________________________________
 GA3430  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GA3430  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3430
 GA3430  HORZ ORDER  -  THIRD
 GA3430
 GA3430.The horizontal coordinates were established by classical geodetic methods
 GA3430.and adjusted by the National Geodetic Survey in April 1999..
 GA3430
 GA3430.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3430
 GA3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3430
 GA3430.The geoid height was determined by GEOID03.
 GA3430
 GA3430;                    North         East     Units Scale Factor Converg.
 GA3430;SPC TN       -   247,328.370   902,330.485   MT  1.00001902   +1 58 34.9
 GA3430;SPC TN       -   811,443.16  2,960,395.93   sFT  1.00001902   +1 58 34.9
 GA3430;UTM  17      - 4,042,351.629   354,570.818   MT  0.99986058   -0 57 59.8
 GA3430
 GA3430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3430!SPC TN       -   0.99988877  x   1.00001902  =   0.99990779
 GA3430!UTM  17      -   0.99988877  x   0.99986058  =   0.99974937
 GA3430
 GA3430                          SUPERSEDED SURVEY CONTROL
 GA3430
 GA3430  NAD 83(1995)-  36 30 55.71958(N)    082 37 26.99045(W) AD(       ) 4
 GA3430  NAD 83(1995)-  36 30 55.71928(N)    082 37 27.00547(W) AD(       ) 4
 GA3430  NAD 83(1995)-  36 30 55.72475(N)    082 37 26.99088(W) AD(       ) 4
 GA3430  NAD 83(1986)-  36 30 55.72584(N)    082 37 26.99170(W) AD(       ) 4
 GA3430  NAD 27      -  36 30 55.36519(N)    082 37 27.42091(W) AD(       ) 3
 GA3430  NGVD 29 (07/19/86)  740.3    (m)         2429.     (f) VERT ANG       
 GA3430
 GA3430.Superseded values are not recommended for survey control.
 GA3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3430.See file dsdata.txt to determine how the superseded data were derived.
 GA3430
 GA3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5457142352(NAD 83)
 GA3430_MARKER: 57 = LOOKOUT TOWER
 GA3430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3430+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 GA3430
 GA3430  HISTORY     - Date     Condition        Report By
 GA3430  HISTORY     - 1964     FIRST OBSERVED   CGS
 GA3430  HISTORY     - 20031012 GOOD             GEOCAC
 GA3430
 GA3430                          STATION DESCRIPTION
 GA3430
 GA3430'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3430'IT IS A METAL AND GLASS ENCLOSED CAB SUPPORTED BY A FOUR-LEGGED STEEL
 GA3430'STRUCTURE.  THE
 GA3430'OVER-ALL HEIGHT IS APPROXIMATELY 85 FEET.
 GA3430'
 GA3430'THE STATION IS LOCATED ON BAYS MOUNTAIN ABOUT 3.5 MILES SOUTHWEST OF
 GA3430'KINGSPORT.
 GA3430'
 GA3430'A TRAVERSE CONNECTION WAS MADE FROM TRAVERSE STATION ET-12 (THD)
 GA3430'1963.  THE POINT
 GA3430'OBSERVED WAS THE APEX OF THE ROOF, AND THE TRAVERSE WAS
 GA3430'MADE TO THE INTERSECTION
 GA3430'POINT OF THE FOUR LEGS AT A POINT ABOUT
 GA3430'2-FEET ABOVE GROUND LEVEL.
 GA3430
 GA3430                          STATION RECOVERY (2003)
 GA3430
 GA3430'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2825 ***********************************************************************
 FE2825  DESIGNATION -  BBB
 FE2825  PID         -  FE2825
 FE2825  STATE/COUNTY-  TN/SHELBY
 FE2825  USGS QUAD   -  COLLIERVILLE (1965)
 FE2825
 FE2825                         *CURRENT SURVEY CONTROL
 FE2825  ___________________________________________________________________
 FE2825* NAD 83(1986)-  35 00 39.     (N)    089 43 57.     (W)     SCALED    
 FE2825* NAVD 88     -       102.447  (meters)     336.11   (feet)  ADJUSTED  
 FE2825  ___________________________________________________________________
 FE2825  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2825  DYNAMIC HT  -         102.351 (meters)     335.80  (feet)  COMP
 FE2825  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FE2825
 FE2825  VERT ORDER  -  FIRST     CLASS II
 FE2825
 FE2825.The horizontal coordinates were scaled from a topographic map and have
 FE2825.an estimated accuracy of +/- 6 seconds.
 FE2825
 FE2825.The orthometric height was determined by differential leveling
 FE2825.and adjusted by the National Geodetic Survey in August 1995..
 FE2825
 FE2825.The geoid height was determined by GEOID03.
 FE2825
 FE2825.The dynamic height is computed by dividing the NAVD 88
 FE2825.geopotential number by the normal gravity value computed on the
 FE2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2825.degrees latitude (g = 980.6199 gals.).
 FE2825
 FE2825.The modeled gravity was interpolated from observed gravity values.
 FE2825
 FE2825;                    North         East    Units  Estimated Accuracy
 FE2825;SPC TN       -    81,670.      259,380.      MT  (+/- 180 meters Scaled)
 FE2825
 FE2825                          SUPERSEDED SURVEY CONTROL
 FE2825
 FE2825.No superseded survey control is available for this station.
 FE2825
 FE2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD506776(NAD 83)
 FE2825_MARKER: P = PIPE CAP
 FE2825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2825_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2825_STAMPING: BBB
 FE2825_MARK LOGO: NONE  
 FE2825_PROJECTION: FLUSH
 FE2825_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2825+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2825_ROD/PIPE-DEPTH: 1.0  meters
 FE2825
 FE2825  HISTORY     - Date     Condition        Report By
 FE2825  HISTORY     - 1992     MONUMENTED       MLGW
 FE2825  HISTORY     - 19920114 GOOD             NGS
 FE2825  HISTORY     - 19971212 GOOD             TN1620
 FE2825  HISTORY     - 20021001 GOOD             USACE
 FE2825
 FE2825                          STATION DESCRIPTION
 FE2825
 FE2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2825'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2825'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2825'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 6.1 KM (3.80 MI)
 FE2825'SOUTHERLY ALONG COUNTY ROAD 175, THENCE 1.1 KM (0.70 MI) SOUTHERLY
 FE2825'ALONG REYNOLDS ROAD, A WELDED POINT ON A PIPE CAP ATTACHED TO A
 FE2825'2-INCH GALVANIZED STEEL PIPE ENCASED IN A 7-INCH PVC PIPE FILLED WITH
 FE2825'CONCRETE, 50.4 M (165.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY AT 5030
 FE2825'REYNOLDS ROAD, 39.0 M (128.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 FE2825'A HOUSE, 7.6 M (24.9 FT) EAST OF THE CENTERLINE OF THE ROAD, 5.6 M
 FE2825'(18.4 FT) SOUTHEAST OF FIRE HYDRANT NUMBER 097, 0.5 M (1.6 FT) WEST
 FE2825'OF A FENCE CORNER, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 FE2825
 FE2825                          STATION RECOVERY (1997)
 FE2825
 FE2825'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (RS)
 FE2825'RECOVERED IN GOOD CONDITION.
 FE2825
 FE2825                          STATION RECOVERY (2002)
 FE2825
 FE2825'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0589 ***********************************************************************
 FC0589  DESIGNATION -  BD 750
 FC0589  PID         -  FC0589
 FC0589  STATE/COUNTY-  TN/BRADLEY
 FC0589  USGS QUAD   -  CHARLESTON (1980)
 FC0589
 FC0589                         *CURRENT SURVEY CONTROL
 FC0589  ___________________________________________________________________
 FC0589* NAD 83(1986)-  35 18 30.     (N)    084 48 27.     (W)     SCALED    
 FC0589* NAVD 88     -       221.980  (meters)     728.28   (feet)  ADJUSTED  
 FC0589  ___________________________________________________________________
 FC0589  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0589  DYNAMIC HT  -         221.763 (meters)     727.57  (feet)  COMP
 FC0589  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FC0589
 FC0589  VERT ORDER  -  SECOND    CLASS 0
 FC0589
 FC0589.The horizontal coordinates were scaled from a topographic map and have
 FC0589.an estimated accuracy of +/- 6 seconds.
 FC0589
 FC0589.The orthometric height was determined by differential leveling
 FC0589.and adjusted by the National Geodetic Survey in June 1991..
 FC0589
 FC0589.The geoid height was determined by GEOID03.
 FC0589
 FC0589.The dynamic height is computed by dividing the NAVD 88
 FC0589.geopotential number by the normal gravity value computed on the
 FC0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0589.degrees latitude (g = 980.6199 gals.).
 FC0589
 FC0589.The modeled gravity was interpolated from observed gravity values.
 FC0589
 FC0589;                    North         East    Units  Estimated Accuracy
 FC0589;SPC TN       -   108,840.      708,450.      MT  (+/- 180 meters Scaled)
 FC0589
 FC0589                          SUPERSEDED SURVEY CONTROL
 FC0589
 FC0589  NGVD 29 (??/??/92)  222.029  (m)          728.44   (f) ADJ UNCH    2 0
 FC0589
 FC0589.Superseded values are not recommended for survey control.
 FC0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0589.See file dsdata.txt to determine how the superseded data were derived.
 FC0589
 FC0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE993094(NAD 83)
 FC0589_MARKER: DD = SURVEY DISK
 FC0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0589_STAMPING: BD 750 RESET 1961
 FC0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0589+STABILITY: SURFACE MOTION
 FC0589
 FC0589  HISTORY     - Date     Condition        Report By
 FC0589  HISTORY     - 1961     MONUMENTED       TVA
 FC0589  HISTORY     - 1961     GOOD             NGS
 FC0589
 FC0589                          STATION DESCRIPTION
 FC0589
 FC0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0589'3.6 MI NW FROM CHARLESTON.
 FC0589'FROM THE SOUTHERN RAILROAD STATION IN CHARLESTON, GO WEST ON AN
 FC0589'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS
 FC0589'TO U.S. HWY 11, CROSS THE HIGHWAY AND CONTINUE NORTHWEST FOR
 FC0589'3.6 MILES TO A WHITE HOUSE AND BENCH MARK ON THE RIGHT, 100.0
 FC0589'FEET SOUTHEAST OF THE SOUTHEAST OF CINDER BLOCK PORCH AROUND
 FC0589'THE HOUSE, 30.0 FEET NORTH OF THE CENTER LINE OF THE OILED ROAD,
 FC0589'22 FEET WEST OF CENTER OF DIRT ROAD, 8.6 FEET SOUTH OF 12 INCH
 FC0589'TREE, 7.4 FEET SOUTHWEST OF AN 18 INCH TREE, 2.4 FEET NORTHWEST OF
 FC0589'WITNESS SIGN.  A TVA DISK SET IN THE TOP OF AN CONCRETE POST
 FC0589'PROJECTING 1 FOOT AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0587 ***********************************************************************
 FC0587  DESIGNATION -  BD 759
 FC0587  PID         -  FC0587
 FC0587  STATE/COUNTY-  TN/BRADLEY
 FC0587  USGS QUAD   -  CHARLESTON (1980)
 FC0587
 FC0587                         *CURRENT SURVEY CONTROL
 FC0587  ___________________________________________________________________
 FC0587* NAD 83(1986)-  35 18 23.     (N)    084 47 39.     (W)     SCALED    
 FC0587* NAVD 88     -       213.119  (meters)     699.21   (feet)  ADJUSTED  
 FC0587  ___________________________________________________________________
 FC0587  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0587  DYNAMIC HT  -         212.911 (meters)     698.53  (feet)  COMP
 FC0587  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0587
 FC0587  VERT ORDER  -  SECOND    CLASS 0
 FC0587
 FC0587.The horizontal coordinates were scaled from a topographic map and have
 FC0587.an estimated accuracy of +/- 6 seconds.
 FC0587
 FC0587.The orthometric height was determined by differential leveling
 FC0587.and adjusted by the National Geodetic Survey in June 1991..
 FC0587
 FC0587.The geoid height was determined by GEOID03.
 FC0587
 FC0587.The dynamic height is computed by dividing the NAVD 88
 FC0587.geopotential number by the normal gravity value computed on the
 FC0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0587.degrees latitude (g = 980.6199 gals.).
 FC0587
 FC0587.The modeled gravity was interpolated from observed gravity values.
 FC0587
 FC0587;                    North         East    Units  Estimated Accuracy
 FC0587;SPC TN       -   108,640.      709,660.      MT  (+/- 180 meters Scaled)
 FC0587
 FC0587                          SUPERSEDED SURVEY CONTROL
 FC0587
 FC0587  NGVD 29 (??/??/92)  213.170  (m)          699.38   (f) ADJ UNCH    2 0
 FC0587
 FC0587.Superseded values are not recommended for survey control.
 FC0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0587.See file dsdata.txt to determine how the superseded data were derived.
 FC0587
 FC0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE005092(NAD 83)
 FC0587_MARKER: DD = SURVEY DISK
 FC0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0587_STAMPING: BD 759
 FC0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0587+STABILITY: SURFACE MOTION
 FC0587
 FC0587  HISTORY     - Date     Condition        Report By
 FC0587  HISTORY     - UNK      MONUMENTED       TVA
 FC0587  HISTORY     - 1961     GOOD             NGS
 FC0587
 FC0587                          STATION DESCRIPTION
 FC0587
 FC0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0587'2.7 MI NW FROM CHARLESTON.
 FC0587'FROM THE SOUTHERN RAILWAY STATION IN CHARLESTON, GO WEST ON AN
 FC0587'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS
 FC0587'TO U.S. HIGHWAY 11.  CROSS THE HIGHWAY AND CONTINUE NORTHWEST FOR
 FC0587'2.7 MILES TO FARM HOUSE ON THE LEFT AND THE MARK ON THE RIGHT
 FC0587'ON THE HIGHEST POINT OF A LOW HILL.  ABOUT 100 FEET NORTH OF THE
 FC0587'ROAD AND ONE FOOT SOUTH OF A WITNESS SIGN.  A TVA DISK SET IN
 FC0587'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0584 ***********************************************************************
 FC0584  DESIGNATION -  BD 766
 FC0584  PID         -  FC0584
 FC0584  STATE/COUNTY-  TN/BRADLEY
 FC0584  USGS QUAD   -  CHARLESTON (1980)
 FC0584
 FC0584                         *CURRENT SURVEY CONTROL
 FC0584  ___________________________________________________________________
 FC0584* NAD 83(1986)-  35 17 46.     (N)    084 46 01.     (W)     SCALED    
 FC0584* NAVD 88     -       230.753  (meters)     757.06   (feet)  ADJUSTED  
 FC0584  ___________________________________________________________________
 FC0584  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0584  DYNAMIC HT  -         230.527 (meters)     756.32  (feet)  COMP
 FC0584  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC0584
 FC0584  VERT ORDER  -  SECOND    CLASS 0
 FC0584
 FC0584.The horizontal coordinates were scaled from a topographic map and have
 FC0584.an estimated accuracy of +/- 6 seconds.
 FC0584
 FC0584.The orthometric height was determined by differential leveling
 FC0584.and adjusted by the National Geodetic Survey in June 1991..
 FC0584
 FC0584.The geoid height was determined by GEOID03.
 FC0584
 FC0584.The dynamic height is computed by dividing the NAVD 88
 FC0584.geopotential number by the normal gravity value computed on the
 FC0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0584.degrees latitude (g = 980.6199 gals.).
 FC0584
 FC0584.The modeled gravity was interpolated from observed gravity values.
 FC0584
 FC0584;                    North         East    Units  Estimated Accuracy
 FC0584;SPC TN       -   107,530.      712,150.      MT  (+/- 180 meters Scaled)
 FC0584
 FC0584                          SUPERSEDED SURVEY CONTROL
 FC0584
 FC0584  NGVD 29 (??/??/92)  230.807  (m)          757.24   (f) ADJ UNCH    2 0
 FC0584
 FC0584.Superseded values are not recommended for survey control.
 FC0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0584.See file dsdata.txt to determine how the superseded data were derived.
 FC0584
 FC0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE030081(NAD 83)
 FC0584_MARKER: DD = SURVEY DISK
 FC0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0584_STAMPING: BD 766
 FC0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0584+STABILITY: SURFACE MOTION
 FC0584
 FC0584  HISTORY     - Date     Condition        Report By
 FC0584  HISTORY     - UNK      MONUMENTED       TVA
 FC0584  HISTORY     - 1961     GOOD             NGS
 FC0584
 FC0584                          STATION DESCRIPTION
 FC0584
 FC0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0584'0.9 MI NW FROM CHARLESTON.
 FC0584'FROM THE SOUTHERN RAILWAY STATION IN CHARLESTON GO WEST ON A
 FC0584'OILED ROAD, THAT IS JUST NORTH OF THE STATION, FOR TWO BLOCKS
 FC0584'TO U.S. HWY 11 CROSS THE HIGHWAY AND CONTINUE NORTHWEST FOR 0.8
 FC0584'MILE TO THE MARK AND FENCE CORNER ON THE RIGHT, 54 FEET NORTH OF
 FC0584'THE CENTER LINE OF AN OILED ROAD, 8 FEET NORTH OF AN 8 INCH RED
 FC0584'OAK TREE WITH AN X CUT IN IT, 2 FEET NORTH OF SOUTH END OF
 FC0584'FENCE LINE, 5.0 FEET SOUTH OF WITNESS SIGN.  A TVA DISK SET IN
 FC0584'THE TOP OF A CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 FC0584'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2543 ***********************************************************************
 GA2543  DESIGNATION -  BE
 GA2543  PID         -  GA2543
 GA2543  STATE/COUNTY-  TN/UNION
 GA2543  USGS QUAD   -  GRAVESTON (1987)
 GA2543
 GA2543                         *CURRENT SURVEY CONTROL
 GA2543  ___________________________________________________________________
 GA2543* NAD 83(1995)-  36 14 03.99274(N)    083 50 00.15478(W)     ADJUSTED  
 GA2543* NAVD 88     -       374.278  (meters)    1227.94   (feet)  ADJUSTED  
 GA2543  ___________________________________________________________________
 GA2543  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 GA2543  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2543  DYNAMIC HT  -         373.937 (meters)    1226.83  (feet)  COMP
 GA2543  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA2543
 GA2543  HORZ ORDER  -  SECOND
 GA2543  VERT ORDER  -  SECOND    CLASS 0
 GA2543
 GA2543.The horizontal coordinates were established by classical geodetic methods
 GA2543.and adjusted by the National Geodetic Survey in April 1999..
 GA2543
 GA2543.The orthometric height was determined by differential leveling
 GA2543.and adjusted by the National Geodetic Survey in June 1991..
 GA2543
 GA2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2543
 GA2543.The geoid height was determined by GEOID03.
 GA2543
 GA2543.The dynamic height is computed by dividing the NAVD 88
 GA2543.geopotential number by the normal gravity value computed on the
 GA2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2543.degrees latitude (g = 980.6199 gals.).
 GA2543
 GA2543.The modeled gravity was interpolated from observed gravity values.
 GA2543
 GA2543;                    North         East     Units Scale Factor Converg.
 GA2543;SPC TN       -   213,084.239   794,749.726   MT  0.99997275   +1 16 06.3
 GA2543;SPC TN       -   699,093.87  2,607,441.39   sFT  0.99997275   +1 16 06.3
 GA2543;UTM  17      - 4,013,675.425   245,360.971   MT  1.00039900   -1 40 32.5
 GA2543
 GA2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2543!SPC TN       -   0.99994608  x   0.99997275  =   0.99991883
 GA2543!UTM  17      -   0.99994608  x   1.00039900  =   1.00034506
 GA2543
 GA2543|---------------------------------------------------------------------|
 GA2543| PID    Reference Object                     Distance      Geod. Az  |
 GA2543|                                                           dddmmss.s |
 GA2543| GA3543 87 4 7                               17.702 METERS 01032     |
 GA2543| GA2541 BE AZ MK                                           0650528.8 |
 GA2543| GA2544 BE RM 2                              22.366 METERS 22201     |
 GA2543|---------------------------------------------------------------------|
 GA2543
 GA2543                          SUPERSEDED SURVEY CONTROL
 GA2543
 GA2543  NAD 83(1995)-  36 14 03.99718(N)    083 50 00.15607(W) AD(       ) 2
 GA2543  NAD 83(1995)-  36 14 03.99817(N)    083 50 00.15419(W) AD(       ) 2
 GA2543  NAD 83(1995)-  36 14 04.00016(N)    083 50 00.15612(W) AD(       ) 2
 GA2543  NAD 83(1986)-  36 14 04.00391(N)    083 50 00.15456(W) AD(       ) 2
 GA2543  NAD 27      -  36 14 03.71364(N)    083 50 00.47669(W) AD(       ) 2
 GA2543  NGVD 29 (??/??/92)  374.353  (m)         1228.19   (f) ADJ UNCH    2 0
 GA2543
 GA2543.Superseded values are not recommended for survey control.
 GA2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2543.See file dsdata.txt to determine how the superseded data were derived.
 GA2543
 GA2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4536113675(NAD 83)
 GA2543_MARKER: DD = SURVEY DISK
 GA2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2543_STAMPING: BE 1964
 GA2543_MARK LOGO: TNHD  
 GA2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2543+STABILITY: SURFACE MOTION
 GA2543
 GA2543  HISTORY     - Date     Condition        Report By
 GA2543  HISTORY     - 1964     MONUMENTED       TNHD
 GA2543  HISTORY     - 1964     GOOD             TNHD
 GA2543  HISTORY     - 1980     GOOD             NGS
 GA2543  HISTORY     - 1980     GOOD             NGS
 GA2543
 GA2543                          STATION DESCRIPTION
 GA2543
 GA2543'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2543'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF MAYNARDVILLE.
 GA2543'
 GA2543'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA2543'SOUTHWEST ON ST.  RT.  33
 GA2543'FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GA2543'SOUTHWEST ON ST.  RT.  33
 GA2543'FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 GA2543'
 GA2543'THE STATION IS 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF AN
 GA2543'OILED ROAD, 46 FEET
 GA2543'NORTHWEST OF THE APPROXIMATE CENTER OF ST.  RT.  33, 40 FEET
 GA2543'SOUTHWEST OF UTILITY
 GA2543'POLE 1 AND 2.6 FEET NORTHEAST OF A WITNESS POST.
 GA2543'THE SURFACE AND UNDERGROUND MARKS ARE
 GA2543'STANDARD TENNESSEE HIGHWAY
 GA2543'DEPARTMENT DISKS AND ARE STAMPED BE 1964.  THE
 GA2543'UNDERGROUND MARK IS
 GA2543'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2543'10-INCH
 GA2543'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2543'
 GA2543'REFERENCE MARK NO. 1 IS 30 FEET NORTHWEST OF UTILITY POLE 1, 17 FEET
 GA2543'SOUTHWEST OF AN OILED ROAD,
 GA2543'2 FEET NORTHEAST OF A FENCE LINE AND 0.8 FEET EAST
 GA2543'OF A WITNESS POST.  IT IS A
 GA2543'TENNESSEE DIVISION OF GEOLOGY W.P.A.
 GA2543'ELEVATION STATION SET IN A 5-INCH SQUARE
 GA2543'CONCRETE MONUMENT PROJECTING
 GA2543'2 INCHES AND THE DISK IS STAMPED 87 4 7.
 GA2543'
 GA2543'REFERENCE MARK NO. 2 IS 46 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA2543'OF ST. RT.  33 AND 2 FEET
 GA2543'SOUTHEAST OF A FENCE LINE.  IT IS A STANDARD TENNESSEE
 GA2543'HIGHWAY DEPARTMENT DISK SET IN A
 GA2543'10-INCH SQUARE, FLUSH, CONCRETE
 GA2543'MONUMENT AND THE DISK IS STAMPED BE RM-2 1964.
 GA2543'
 GA2543'THE AZIMUTH MARK IS 46 FEET NORTH OF THE APPROXIMATE CENTER OF ST.
 GA2543'RT. 33, 28 FEET NORTHEAST
 GA2543'OF POWER POLE NO.  336 AND 13 FEET SOUTHWEST OF A
 GA2543'GRAVELED DRIVE.  IT IS A STANDARD
 GA2543'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2543'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2543'AND THE DISK IS
 GA2543'STAMPED BE AZI 1964.
 GA2543'
 GA2543'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GA2543'
 GA2543'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2543
 GA2543                          STATION RECOVERY (1964)
 GA2543
 GA2543'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2543'2.5 MI SW FROM MAYNARDVILLE.
 GA2543'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2543'33 FOR 2.3 MILES TO THE STATION ON THE RIGHT.  THE STATION MARK
 GA2543'IS 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF AN OILED ROAD,
 GA2543'46 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33,
 GA2543'40 FEET SOUTHWEST OF UTILITY POLE NO. 1 AND 2.6 FEET NORTHEAST
 GA2543'OF A METAL WITNESS POST WITH SIGN.  THE STATION MARK IS A
 GA2543'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2543'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2543
 GA2543                          STATION RECOVERY (1980)
 GA2543
 GA2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2543'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 GA2543'THE FOLLOWING.
 GA2543'
 GA2543'THE STATION MARK IS 150 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GA2543'FARMERS CO-OP, THE HIGHWAY IS NOW OLD HIGHWAY 33 AND 2 IRON PINS WERE
 GA2543'DRIVEN ON EACH SIDE OF THE MARK.
 GA2543'
 GA2543'REFERENCE MARK 1 HAS 2 IRON PINS DRIVEN ON EACH SIDE OF IT.
 GA2543'
 GA2543'87 47 TDG WPA HAS 2 IRON PINS DRIVEN ON EACH SIDE OF IT.
 GA2543'
 GA2543'THE AZIMUTH MARK IS 58 FEET SOUTHEAST OF THE CENTERLINE OF NEW
 GA2543'HIGHWAY 33, 46 FEET NORTHWEST OF CENTERLINE OF OLD HIGHWAY, 30 FEET
 GA2543'NORTH OF POWER POLE NO 336, 25 FEET SOUTHWEST OF CENTERLINE OF
 GA2543'PAVED ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 GA2543
 GA2543                          STATION RECOVERY (1980)
 GA2543
 GA2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2543'IT IS 150 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FARMERS CO-OP,
 GA2543'THE HIGHWAY IS NOW OLD STATE HIGHWAY 33 AND 2 IRON PINS WERE DRIVEN
 GA2543'ON EACH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2541 ***********************************************************************
 GA2541  DESIGNATION -  BE AZ MK
 GA2541  PID         -  GA2541
 GA2541  STATE/COUNTY-  TN/UNION
 GA2541  USGS QUAD   -  GRAVESTON (1987)
 GA2541
 GA2541                         *CURRENT SURVEY CONTROL
 GA2541  ___________________________________________________________________
 GA2541* NAD 83(1986)-  36 14 20.     (N)    083 49 18.     (W)     SCALED    
 GA2541* NAVD 88     -       361.139  (meters)    1184.84   (feet)  ADJUSTED  
 GA2541  ___________________________________________________________________
 GA2541  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2541  DYNAMIC HT  -         360.811 (meters)    1183.76  (feet)  COMP
 GA2541  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 GA2541
 GA2541  VERT ORDER  -  SECOND    CLASS 0
 GA2541
 GA2541.The horizontal coordinates were scaled from a topographic map and have
 GA2541.an estimated accuracy of +/- 6 seconds.
 GA2541
 GA2541.The orthometric height was determined by differential leveling
 GA2541.and adjusted by the National Geodetic Survey in June 1991..
 GA2541
 GA2541.The geoid height was determined by GEOID03.
 GA2541
 GA2541.The dynamic height is computed by dividing the NAVD 88
 GA2541.geopotential number by the normal gravity value computed on the
 GA2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2541.degrees latitude (g = 980.6199 gals.).
 GA2541
 GA2541.The modeled gravity was interpolated from observed gravity values.
 GA2541
 GA2541;                    North         East    Units  Estimated Accuracy
 GA2541;SPC TN       -   213,600.      795,790.      MT  (+/- 180 meters Scaled)
 GA2541
 GA2541                          SUPERSEDED SURVEY CONTROL
 GA2541
 GA2541  NGVD 29 (??/??/??)  361.27   (m)         1185.3    (f) RESET       3  
 GA2541
 GA2541.Superseded values are not recommended for survey control.
 GA2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2541.See file dsdata.txt to determine how the superseded data were derived.
 GA2541
 GA2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA464141(NAD 83)
 GA2541_MARKER: DD = SURVEY DISK
 GA2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2541_STAMPING: BE AZI 1964
 GA2541_MARK LOGO: TNHD  
 GA2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2541+STABILITY: SURFACE MOTION
 GA2541
 GA2541  HISTORY     - Date     Condition        Report By
 GA2541  HISTORY     - 1964     MONUMENTED       TNHD
 GA2541  HISTORY     - 1980     GOOD             NGS
 GA2541
 GA2541                          STATION DESCRIPTION
 GA2541
 GA2541'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2541'1.5 MI SW FROM MAYNARDVILLE.
 GA2541'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2541'33 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH
 GA2541'MARK IS 46 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 33,
 GA2541'28 FEET NORTHEAST OF POWER POLE NO. 336 AND 13 FEET SOUTHWEST OF A
 GA2541'GRAVELED DRIVE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2541'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2541'GROUND.
 GA2541
 GA2541                          STATION RECOVERY (1980)
 GA2541
 GA2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2541'FROM POST OFFICE AT MAYNARDVILLE GO 1.5 MILES ALONG OLD STATE HIGHWAY
 GA2541'33 AND NEW HIGHWAY TO THE MARK ON THE LEFT, 58 FEET SOUTHEAST OF THE
 GA2541'CENTERLINE OF NEW HIGHWAY, 46 FEET NORTHWEST OF CENTERLINE OF OLD
 GA2541'HIGHWAY, 30 FEET NORTH OF POWER POLE NO 336 AND 25 FEET SOUTHWEST OF
 GA2541'THE CENTERLINE OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2544 ***********************************************************************
 GA2544  DESIGNATION -  BE RM 2
 GA2544  PID         -  GA2544
 GA2544  STATE/COUNTY-  TN/UNION
 GA2544  USGS QUAD   -  GRAVESTON (1987)
 GA2544
 GA2544                         *CURRENT SURVEY CONTROL
 GA2544  ___________________________________________________________________
 GA2544* NAD 83(1986)-  36 14 04.     (N)    083 50 01.     (W)     SCALED    
 GA2544* NAVD 88     -       373.337  (meters)    1224.86   (feet)  ADJUSTED  
 GA2544  ___________________________________________________________________
 GA2544  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2544  DYNAMIC HT  -         372.998 (meters)    1223.74  (feet)  COMP
 GA2544  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA2544
 GA2544  VERT ORDER  -  SECOND    CLASS 0
 GA2544
 GA2544.The horizontal coordinates were scaled from a topographic map and have
 GA2544.an estimated accuracy of +/- 6 seconds.
 GA2544
 GA2544.The orthometric height was determined by differential leveling
 GA2544.and adjusted by the National Geodetic Survey in June 1991..
 GA2544
 GA2544.The geoid height was determined by GEOID03.
 GA2544
 GA2544.The dynamic height is computed by dividing the NAVD 88
 GA2544.geopotential number by the normal gravity value computed on the
 GA2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2544.degrees latitude (g = 980.6199 gals.).
 GA2544
 GA2544.The modeled gravity was interpolated from observed gravity values.
 GA2544
 GA2544;                    North         East    Units  Estimated Accuracy
 GA2544;SPC TN       -   213,080.      794,730.      MT  (+/- 180 meters Scaled)
 GA2544
 GA2544                          SUPERSEDED SURVEY CONTROL
 GA2544
 GA2544  NGVD 29 (??/??/92)  373.412  (m)         1225.10   (f) ADJ UNCH    2 0
 GA2544
 GA2544.Superseded values are not recommended for survey control.
 GA2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2544.See file dsdata.txt to determine how the superseded data were derived.
 GA2544
 GA2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA453136(NAD 83)
 GA2544_MARKER: DD = SURVEY DISK
 GA2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2544_STAMPING: BE RM-2 1964
 GA2544_MARK LOGO: TNHD  
 GA2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2544+STABILITY: SURFACE MOTION
 GA2544
 GA2544  HISTORY     - Date     Condition        Report By
 GA2544  HISTORY     - 1964     MONUMENTED       TNHD
 GA2544
 GA2544                          STATION DESCRIPTION
 GA2544
 GA2544'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2544'2.5 MI SW FROM MAYNARDVILLE.
 GA2544'THIS MARK IS LOCATED AT THE BE 1964 STATION SITE, 46 FEET NORTHWEST
 GA2544'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 2 FEET SOUTHEAST OF
 GA2544'A FENCE LINE AND 73 FEET SOUTHWEST OF THE STATION.  THE MARK IS A
 GA2544'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2544'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2483 ***********************************************************************
 FE2483  DESIGNATION -  BEA
 FE2483  PID         -  FE2483
 FE2483  STATE/COUNTY-  TN/FAYETTE
 FE2483  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2483
 FE2483                         *CURRENT SURVEY CONTROL
 FE2483  ___________________________________________________________________
 FE2483* NAD 83(1995)-  35 05 53.99253(N)    089 14 53.51921(W)     ADJUSTED  
 FE2483* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 FE2483  ___________________________________________________________________
 FE2483  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FE2483  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE2483
 FE2483  HORZ ORDER  -  SECOND
 FE2483
 FE2483.The horizontal coordinates were established by classical geodetic methods
 FE2483.and adjusted by the National Geodetic Survey in April 1999..
 FE2483
 FE2483.The orthometric height was scaled from a topographic map.
 FE2483
 FE2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2483
 FE2483.The geoid height was determined by GEOID03.
 FE2483
 FE2483;                    North         East     Units Scale Factor Converg.
 FE2483;SPC TN       -    89,792.131   303,878.371   MT  1.00003023   -1 54 05.9
 FE2483;SPC TN       -   294,593.02    996,974.29   sFT  1.00003023   -1 54 05.9
 FE2483;UTM  16      - 3,886,260.104   295,075.808   MT  1.00011757   -1 17 35.2
 FE2483
 FE2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2483!SPC TN       -   0.99997876  x   1.00003023  =   1.00000899
 FE2483!UTM  16      -   0.99997876  x   1.00011757  =   1.00009632
 FE2483
 FE2483:                Primary Azimuth Mark                     Grid Az
 FE2483:SPC TN       -  GRAND JCT MUNICIPAL TANK                 135 13 36.8
 FE2483:UTM  16      -  GRAND JCT MUNICIPAL TANK                 134 37 06.1
 FE2483
 FE2483|---------------------------------------------------------------------|
 FE2483| PID    Reference Object                     Distance      Geod. Az  |
 FE2483|                                                           dddmmss.s |
 FE2483| FE2484 GRAND JCT MUNICIPAL TANK            APPROX. 7.8 KM 1331930.9 |
 FE2483| CG3191 BEA RM 1                             30.810 METERS 15704     |
 FE2483| CG3190 BEA AZ MK                                          1635620.8 |
 FE2483| CG3192 BEA RM 2                             25.257 METERS 29953     |
 FE2483|---------------------------------------------------------------------|
 FE2483
 FE2483                          SUPERSEDED SURVEY CONTROL
 FE2483
 FE2483  NAD 83(1995)-  35 05 53.99265(N)    089 14 53.51917(W) AD(       ) 2
 FE2483  NAD 83(1995)-  35 05 54.00093(N)    089 14 53.52126(W) AD(       ) 2
 FE2483  NAD 83(1986)-  35 05 54.00400(N)    089 14 53.51881(W) AD(       ) 2
 FE2483  NAD 27      -  35 05 53.68683(N)    089 14 53.27360(W) AD(       ) 2
 FE2483
 FE2483.Superseded values are not recommended for survey control.
 FE2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2483.See file dsdata.txt to determine how the superseded data were derived.
 FE2483
 FE2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9507686260(NAD 83)
 FE2483_MARKER: DS = TRIANGULATION STATION DISK
 FE2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2483
 FE2483  HISTORY     - Date     Condition        Report By
 FE2483  HISTORY     - 1966     MONUMENTED       CGS
 FE2483  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 FE2483
 FE2483                          STATION DESCRIPTION
 FE2483
 FE2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE2483'STATION IS ABOUT 9 MILES NORTHEAST OF MOSCOW, 5 MILES NORTHWEST OF
 FE2483'GRAND JUNCTION, 3-1/2 MILES NORTH OF LA GRANGE AND ON PROPERTY OWNED
 FE2483'BY MR. AVIA.
 FE2483'
 FE2483'TO REACH FROM THE LA GRANGE POST OFFICE, JUST SOUTH OF THE TRAFFIC
 FE2483'LIGHT, GO NORTH ON A BLACK-TOP ROAD FOR 2.95 MILE TO A SIDE ROAD
 FE2483'RIGHT AND A DRIVEWAY ON THE LEFT. CONTINUE NORTHERLY ON THE BLACK-TOP
 FE2483'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE
 FE2483'NORTHERLY ON THE BLACK-TOP ROAD FOR 0.3 MILE TO AN OFF-SET CROSSROADS
 FE2483'AND STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 FE2483'
 FE2483'STATION MARKS ARE STANDARD DISKS STAMPED BEA 1966. THE SURFACE DISK
 FE2483'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 FE2483'SURFACE. IT IS 80 FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 75
 FE2483'FEET WEST OF THE CENTER OF THE BLACK-TOP ROAD, 34 FEET SOUTH OF
 FE2483'THE CENTER OF A GRAVELED ROAD AND 12.4 FEET NORTH OF A METAL WITNESS
 FE2483'POST. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FE2483'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 FE2483'
 FE2483'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEA NO 1 1966, IS SET
 FE2483'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. IT IS 48
 FE2483'FEET WEST OF THE CENTER OF THE BLACK-TOP ROAD, 1.7 FEET NORTH OF A
 FE2483'METAL WITNESS POST AND 1/2 FOOT EAST OF A FENCE LINE.
 FE2483'
 FE2483'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEA NO 2 1966, IS SET
 FE2483'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES. IT IS 13
 FE2483'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 13 FEET NORTHEAST OF
 FE2483'THE CENTER OF THE CATTLE GUARD AND 2 FEET WEST OF A METAL WITNESS
 FE2483'POST.
 FE2483'
 FE2483'AZIMUTH MARK, A STANDARD DISK STAMPED BEA 1966, IS SET IN A ROUND
 FE2483'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES. IT IS 73 FEET SOUTH OF
 FE2483'A POWER POLE, 49 FEET SOUTHWEST OF THE CENTER OF THE BLACK-TOP ROAD,
 FE2483'2 FEET NORTH OF A FENCE CORNER AND 2 FEET SOUTHEAST OF A METAL
 FE2483'WITNESS POST.
 FE2483'
 FE2483'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2483
 FE2483                          STATION RECOVERY (2006)
 FE2483
 FE2483'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2483'THE LOCATION IS NOW THE ENTRANCE TO SPARKS FARMING INCORPORATED.  AT
 FE2483'THE LOCATION OF THE MARK A CONRETE MASS WAS FOUND WITH A BROKEN OFF
 FE2483'STEM BUT NO DISK.  IT IS NOW IN A CULTIVATED FIELD AND HAS LIKELY BEEN
 FE2483'STRUCK BY A PLOW.  NEAR A POST FOR THE ENTRACE SIGN A SECOND MASS OF
 FE2483'CONCRETE WAS FOUND LAYING ON THE GROUND WITH A BROKEN OFF STEM AND NO
 FE2483'DISK.
 FE2483' 
 FE2483'THE MARK AND BOTH REFERENCE MARKS COULD NOT THE FOUND, AND ARE LIKELY
 FE2483'DESTROYED.  THE AZIMUTH MARK WAS NOT SEARCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2606 ***********************************************************************
 GC2606  DESIGNATION -  BEACON
 GC2606  PID         -  GC2606
 GC2606  STATE/COUNTY-  TN/HUMPHREYS
 GC2606  USGS QUAD   -  WAVERLY (1987)
 GC2606
 GC2606                         *CURRENT SURVEY CONTROL
 GC2606  ___________________________________________________________________
 GC2606* NAD 83(1995)-  36 04 28.65838(N)    087 51 22.46477(W)     ADJUSTED  
 GC2606* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 GC2606  ___________________________________________________________________
 GC2606  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GC2606  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC2606
 GC2606  HORZ ORDER  -  SECOND
 GC2606
 GC2606.The horizontal coordinates were established by classical geodetic methods
 GC2606.and adjusted by the National Geodetic Survey in April 1999..
 GC2606
 GC2606.The orthometric height was scaled from a topographic map.
 GC2606
 GC2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2606
 GC2606.The geoid height was determined by GEOID03.
 GC2606
 GC2606;                    North         East     Units Scale Factor Converg.
 GC2606;SPC TN       -   194,781.274   432,809.548   MT  0.99995719   -1 05 12.2
 GC2606;SPC TN       -   639,044.90  1,419,975.99   sFT  0.99995719   -1 05 12.2
 GC2606;UTM  16      - 3,992,565.006   422,900.990   MT  0.99967324   -0 30 15.2
 GC2606
 GC2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2606!SPC TN       -   0.99997516  x   0.99995719  =   0.99993235
 GC2606!UTM  16      -   0.99997516  x   0.99967324  =   0.99964841
 GC2606
 GC2606:                Primary Azimuth Mark                     Grid Az
 GC2606:SPC TN       -  BEACON AZ MK                             040 36 05.6
 GC2606:UTM  16      -  BEACON AZ MK                             040 01 08.6
 GC2606
 GC2606|---------------------------------------------------------------------|
 GC2606| PID    Reference Object                     Distance      Geod. Az  |
 GC2606|                                                           dddmmss.s |
 GC2606| CG5558 BEACON AZ MK                                       0393053.4 |
 GC2606| CG5559 BEACON RM 1                          22.238 METERS 08450     |
 GC2606| GC2609 TULAA NASHVILLE AIRWAY BEACON 44     21.426 METERS 25452     |
 GC2606|---------------------------------------------------------------------|
 GC2606
 GC2606                          SUPERSEDED SURVEY CONTROL
 GC2606
 GC2606  NAD 83(1995)-  36 04 28.66036(N)    087 51 22.46868(W) AD(       ) 2
 GC2606  NAD 83(1995)-  36 04 28.66074(N)    087 51 22.46997(W) AD(       ) 2
 GC2606  NAD 83(1986)-  36 04 28.66823(N)    087 51 22.46638(W) AD(       ) 2
 GC2606  NAD 27      -  36 04 28.45100(N)    087 51 22.37100(W) AD(       ) 2
 GC2606
 GC2606.Superseded values are not recommended for survey control.
 GC2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2606.See file dsdata.txt to determine how the superseded data were derived.
 GC2606
 GC2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2290192565(NAD 83)
 GC2606_MARKER: DD = SURVEY DISK
 GC2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2606
 GC2606  HISTORY     - Date     Condition        Report By
 GC2606  HISTORY     - 1952     MONUMENTED       CGS
 GC2606  HISTORY     - 1967     GOOD             CGS
 GC2606  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 GC2606
 GC2606                          STATION DESCRIPTION
 GC2606
 GC2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2606'STATION IS LOCATED ON THE PROPERTY OF J.L. KING, NEAR AIRWAY BEACON
 GC2606'NO. 44 ABOUT 3-1/2 MILES WEST OF WAVERLY AND 1/4 MILE SOUTH OF
 GC2606'THE WAVERLY AIRPORT.  IT IS 63 FEET EAST OF THE NORTHEAST LEG OF THE
 GC2606'BEACON, 22 FEET WEST OF A 16 INCH OAK TREE AND 8 FEET SOUTH OF A
 GC2606'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2606'STAMPED BEACON 1952
 GC2606'
 GC2606'REFERENCE MARK NO. 1 IS 51 FEET EAST OF A 16 INCH OAK TREE.  THE MARK
 GC2606'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BEACON NO 1 1952.
 GC2606'
 GC2606'REFERENCE MARK NO. 2 IS SET AT THE CENTER OF THE BASE OF THE BEACON.
 GC2606'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BEACON NO
 GC2606'2 1952.
 GC2606'
 GC2606'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 16 FEET
 GC2606'NORTHWEST OF A TELEPHONE POLE, 12 FEET SOUTH OF THE SOUTH RAIL OF
 GC2606'A RAILROAD TRACK AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 GC2606'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BEACON 1952.
 GC2606'
 GC2606'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 GC2606'SQUARE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 2.15 MILES TO A
 GC2606'GRAVEL ROAD RIGHT.* CONTINUE WEST ON HIGHWAY FOR 1.5 MILES TO A
 GC2606'CONCRETE BLOCK BUILDING AND A FRAME HOUSE ON THE LEFT.  TURN LEFT
 GC2606'BETWEEN THE TWO BUILDINGS AND GO SOUTH AND EAST UP A STEEP RIDGE FOR
 GC2606'ABOUT 0.2 MILE TO THE AIRWAY BEACON AND THE STATION AS
 GC2606'DESCRIBED.
 GC2606'
 GC2606'*TO REACH THE AZIMUTH MARK FROM THE GRAVEL ROAD, GO NORTH ON GRAVEL
 GC2606'ROAD FOR 0.4 MILE TO THE BEGINNING OF PAVED ROAD.  CONTINUE NORTH
 GC2606'FOR 0.1 MILE TO A PAVED T ROAD INTERSECTION.  TURN LEFT AND GO WEST
 GC2606'ALONG THE SOUTH SIDE OF A RAILROAD TRACK FOR 0.7 MILE TO THE
 GC2606'BEGINNING OF GRAVEL ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 GC2606'
 GC2606'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2606
 GC2606                          STATION RECOVERY (1967)
 GC2606
 GC2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC2606'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC2606'DUE TO CHANGES AT THE STATION SITE AND ROADS IN THE AREA THE
 GC2606'ORIGINAL TO-REACH IS NO LONGER COMPLETELY ADEQUATE.
 GC2606'
 GC2606'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2606'
 GC2606'THE STATION IS LOCATED ON TOP OF A HEAVILY WOODED RIDGE ABOUT 3-1/2
 GC2606'MILES WEST OF WAVERLY AND ABOUT 0.2 MILE SOUTH OF U.S.
 GC2606'HIGHWAY 70.
 GC2606'
 GC2606'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC2606'COUNTY COURTHOUSE IN WAVERLY, GO WESTERLY ON U.S.  HIGHWAY 70
 GC2606'FOR 3.6 MILES TO THE NATIONAL GUARD ARMORY ON THE RIGHT AND THE HOME
 GC2606'OF G.W. RUSSELL ON THE LEFT, AND END OF TRUCK TRAVEL.  FROM THIS
 GC2606'POINT PACK SOUTH ALONG THE WEST SIDE OF THE HOUSE TO THE REAR OF THE
 GC2606'LOT AND THEN EASTERLY, UPHILL, ON AN OLD ABANDONED WOODS ROAD FOR
 GC2606'ABOUT 0.2 MILE TO THE FOUR ANCHOR STUBS FOR THE LEGS OF AN OLD AIRWAY
 GC2606'BEACON (NOW REMOVED), AND THE STATION ABOUT 70 FEET EAST ALONG TOP
 GC2606'OF RIDGE AS DESCRIBED.
 GC2606'
 GC2606'THE STATION IS 63 FEET EAST OF THE NORTHEAST ANCHOR STUB OF THE OLD
 GC2606'AIRWAY BEACON, 22 FEET WEST OF A 20-INCH OAK TREE, 8 FEET SOUTH OF A
 GC2606'4-INCH, SQUARE, WOODEN POST SET IN CONCRETE, AND 0.9 FEET WEST OF A
 GC2606'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GC2606'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 GC2606'INCHES AND THE DISK IS STAMPED BEACON 1952.
 GC2606'
 GC2606'REFERENCE MARK NO. 1 IS EAST OF THE STATION ALONG THE TOP OF THE
 GC2606'RIDGE, 51 FEET EAST OF THE 20-INCH OAK TREE AND ABOUT THE SAME
 GC2606'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2606'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 GC2606'DISK IS STAMPED BEACON NO 1 1952.
 GC2606'
 GC2606'REFERENCE MARK NO. 2 IS SET IN THE CENTER AND AT EQUI-DISTANCE FROM
 GC2606'THE FOUR ANCHOR STUBS OF THE OLD AIRWAY BEACON AND ABOUT 3 FEET
 GC2606'BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE
 GC2606'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 GC2606'AND THE DISK IS STAMPED BEACON NO 2 1952.
 GC2606'
 GC2606'DUE TO HEAVY GROWTH OF YOUNG TREES ON THE RIDGE, NO EFFORT WAS MADE
 GC2606'TO MEASURE BETWEEN THE REFERENCE MARKS.
 GC2606'
 GC2606'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTH RIGHT-OF-WAY OF THE L.
 GC2606'AND N. RAILROAD, 29 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GC2606'GRAVELED ROAD, 16 FEET NORTHWEST OF A TELEGRAPH POLE, 12 FEET SOUTH
 GC2606'OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 3 FEET WEST OF A
 GC2606'RAILROAD CROSSING SIGN, AND 0.9 OF A FOOT SOUTH OF A METAL WITNESS
 GC2606'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2606'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 GC2606'DISK IS STAMPED BEACON 1952.
 GC2606'
 GC2606'TO REACH THE AZIMUTH MARK FROM A POINT ON U.S. HIGHWAY 70 AT THE END
 GC2606'OF TRUCK TRAVEL INTO THE STATION, GO EASTERLY ON U.S. HIGHWAY 70
 GC2606'FOR 1.4 MILES TO A GRAVELED ROAD LEFT, HERE TURN LEFT, NORTH, ON THE
 GC2606'GRAVELED ROAD FOR 0.25 MILE TO WHERE OILED ROAD BEGINS, CONTINUE
 GC2606'NORTH ON THE OILED ROAD FOR 0.2 MILE TO AN OILED CROSSROAD.  HERE
 GC2606'TURN LEFT, WEST, ON OILED ROAD AND GO 0.65 MILE TO WHERE THE OILED
 GC2606'ROAD TURN RIGHT ACROSS THE RAILROAD TRACKS AND A GRAVELED ROAD
 GC2606'CONTINUES STRAIGHT AHEAD.  THE MARK IS IN THE NORTHWEST ANGLE OF
 GC2606'THESE ROADS BETWEEN THE RAILROAD TRACKS AND THE GRAVELED ROAD AS
 GC2606'DESCRBED.
 GC2606'
 GC2606'THIS WAS NOT AN OCCUPIED STATION.
 GC2606'
 GC2606'NOTE- THE STATION IS ABOUT A 5 MINUTE PACK FROM END OF TRUCK TRAVEL.
 GC2606'WITH SLIGHT FILLING AND REPAIRS TO THE WOODS ROAD, THIS STATION COULD
 GC2606'BE REACHED WITH A FOUR-WHEEL DRIVE.
 GC2606
 GC2606                          STATION RECOVERY (1972)
 GC2606
 GC2606'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2606'BEACON STATION MARK NOT VISITED REPORTED TO BE IN GOOD CONDITION BY
 GC2606'LOCAL RESIDENCE.
 GC2606'REF. MK. NO. 1 AND NO. 2 NOT VISITED.
 GC2606'AZ. MK. IS IN GOOD CONDITION.
 GC2606'
 GC2606'DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 MI. W. OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2131 ***********************************************************************
 GA2131  DESIGNATION -  BEAN
 GA2131  PID         -  GA2131
 GA2131  STATE/COUNTY-  TN/GRAINGER
 GA2131  USGS QUAD   -  BEAN STATION (1976)
 GA2131
 GA2131                         *CURRENT SURVEY CONTROL
 GA2131  ___________________________________________________________________
 GA2131* NAD 83(1995)-  36 20 28.34826(N)    083 16 59.12913(W)     ADJUSTED  
 GA2131* NAVD 88     -       354.206  (meters)    1162.09   (feet)  ADJUSTED  
 GA2131  ___________________________________________________________________
 GA2131  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GA2131  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA2131  DYNAMIC HT  -         353.886 (meters)    1161.04  (feet)  COMP
 GA2131  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 GA2131
 GA2131  HORZ ORDER  -  SECOND
 GA2131  VERT ORDER  -  SECOND    CLASS 0
 GA2131
 GA2131.The horizontal coordinates were established by classical geodetic methods
 GA2131.and adjusted by the National Geodetic Survey in April 1999..
 GA2131
 GA2131.The orthometric height was determined by differential leveling
 GA2131.and adjusted by the National Geodetic Survey in June 1991..
 GA2131
 GA2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2131
 GA2131.The geoid height was determined by GEOID03.
 GA2131
 GA2131.The dynamic height is computed by dividing the NAVD 88
 GA2131.geopotential number by the normal gravity value computed on the
 GA2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2131.degrees latitude (g = 980.6199 gals.).
 GA2131
 GA2131.The modeled gravity was interpolated from observed gravity values.
 GA2131
 GA2131;                    North         East     Units Scale Factor Converg.
 GA2131;SPC TN       -   226,160.645   843,872.525   MT  0.99998749   +1 35 26.1
 GA2131;SPC TN       -   741,995.38  2,768,605.11   sFT  0.99998749   +1 35 26.1
 GA2131;UTM  17      - 4,024,214.348   295,104.161   MT  1.00011729   -1 21 12.3
 GA2131
 GA2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2131!SPC TN       -   0.99994929  x   0.99998749  =   0.99993678
 GA2131!UTM  17      -   0.99994929  x   1.00011729  =   1.00006658
 GA2131
 GA2131|---------------------------------------------------------------------|
 GA2131| PID    Reference Object                     Distance      Geod. Az  |
 GA2131|                                                           dddmmss.s |
 GA2131| GA2132 BEAN RM 1                             6.876 METERS 19628     |
 GA2131| GA3519 JOHNSON                             APPROX. 3.8 KM 2770233.4 |
 GA2131| GA2130 BEAN RM 2                             6.096 METERS 27740     |
 GA2131|---------------------------------------------------------------------|
 GA2131
 GA2131                          SUPERSEDED SURVEY CONTROL
 GA2131
 GA2131  NAD 83(1995)-  36 20 28.35232(N)    083 16 59.13279(W) AD(       ) 2
 GA2131  NAD 83(1995)-  36 20 28.36070(N)    083 16 59.12661(W) AD(       ) 2
 GA2131  NAD 83(1995)-  36 20 28.35482(N)    083 16 59.13119(W) AD(       ) 2
 GA2131  NAD 83(1986)-  36 20 28.35701(N)    083 16 59.13129(W) AD(       ) 2
 GA2131  NAD 27      -  36 20 28.02779(N)    083 16 59.50872(W) AD(       ) 2
 GA2131  NGVD 29 (??/??/92)  354.342  (m)         1162.54   (f) ADJ UNCH    2 0
 GA2131
 GA2131.Superseded values are not recommended for survey control.
 GA2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2131.See file dsdata.txt to determine how the superseded data were derived.
 GA2131
 GA2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9510424214(NAD 83)
 GA2131_MARKER: DD = SURVEY DISK
 GA2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2131_STAMPING: BEAN 1963
 GA2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2131+STABILITY: SURFACE MOTION
 GA2131
 GA2131  HISTORY     - Date     Condition        Report By
 GA2131  HISTORY     - 1963     MONUMENTED       TNHD
 GA2131  HISTORY     - 1963     GOOD             TNGS
 GA2131  HISTORY     - 1964     GOOD             NGS
 GA2131
 GA2131                          STATION DESCRIPTION
 GA2131
 GA2131'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2131'THE STATION IS LOCATED ABOUT 0.1 MILE SOUTH OF BEAN STATION.
 GA2131'
 GA2131'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 11W AND
 GA2131'25E AT BEAN STATION, GO
 GA2131'0.15 MILE SOUTH ON U.S.  HIGHWAY 25E TO THE STATION
 GA2131'ON THE RIGHT AS DESCRIBED.
 GA2131'
 GA2131'THE STATION IS 67 FEET SOUTHWEST OF THE TELEPHONE NO. 194 1/2, 67
 GA2131'FEET WEST OF THE
 GA2131'APPROXIMATE CENTER OF U.S.  HIGHWAY 25E, AND 4.5 FEET
 GA2131'WEST OF A WITNESS POST.  THE
 GA2131'SURFACE AND UNDERGROUND MARKS ARE
 GA2131'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2131'ARE STAMPED BEAN
 GA2131'1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA2131'THE SURFACE
 GA2131'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2131'
 GA2131'REFERENCE MARK NO. 1 IS 74 FEET WEST OF THE APPROXIMATE CENTER OF
 GA2131'U.S. HIGHWAY 25E AND 20
 GA2131'FEET SOUTHEAST OF A 6-INCH PINE TREE.  IT IS A STANDARD
 GA2131'TENNESSEE HIGHWAY DEPARTMENT
 GA2131'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2131'CONCRETE MONUMENT AND THE DISK IS STAMPED BEAN
 GA2131'RM-1 1963.
 GA2131'
 GA2131'REFERENCE MARK NO. 2 IS 37 FEET SOUTHEAST OF A WIRE FENCE AND 10 FEET
 GA2131'NORTH OF A 6-INCH PINE
 GA2131'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2131'DISK SET IN A 10-INCH SQUARE,
 GA2131'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2131'IS STAMPED BEAN RM-2 1963.
 GA2131'
 GA2131'THE TRAVERSE STATION JOHNSON WILL SERVE AS THE AZIMUTH MARK.
 GA2131'
 GA2131'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2131
 GA2131                          STATION RECOVERY (1963)
 GA2131
 GA2131'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2131'0.2 MI S FROM BEAN STATION.
 GA2131'FROM THE INTERSECTION OF U.S. HIGHWAY 11W AND 25E AT BEAN STATION,
 GA2131'GO SOUTH ON U.S. HIGHWAY 25E FOR 0.15 MILE TO THE MARK ON THE
 GA2131'RIGHT.  THE STATION MARK IS 67 FEET SOUTHWEST OF TELEPHONE POLE
 GA2131'NO. 194 1/2, 67 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25E
 GA2131'AND 4.5 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD
 GA2131'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 GA2131'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2131
 GA2131                          STATION RECOVERY (1964)
 GA2131
 GA2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1787 ***********************************************************************
 FC1787  DESIGNATION -  BEAN
 FC1787  PID         -  FC1787
 FC1787  STATE/COUNTY-  TN/POLK
 FC1787  USGS QUAD   -  OSWALD DOME (1967)
 FC1787
 FC1787                         *CURRENT SURVEY CONTROL
 FC1787  ___________________________________________________________________
 FC1787* NAD 83(1995)-  35 11 31.52991(N)    084 33 29.77263(W)     ADJUSTED  
 FC1787* NAVD 88     -       921.0    (meters)    3022.     (feet)  VERTCON   
 FC1787  ___________________________________________________________________
 FC1787  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 FC1787  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 FC1787
 FC1787  HORZ ORDER  -  FIRST
 FC1787
 FC1787.The horizontal coordinates were established by classical geodetic methods
 FC1787.and adjusted by the National Geodetic Survey in April 1999..
 FC1787
 FC1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1787
 FC1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1787
 FC1787.The geoid height was determined by GEOID03.
 FC1787
 FC1787;                    North         East     Units Scale Factor Converg.
 FC1787;SPC TN       -    96,247.031   731,301.220   MT  1.00001072   +0 50 38.6
 FC1787;SPC TN       -   315,770.47  2,399,277.42   sFT  1.00001072   +0 50 38.6
 FC1787;UTM  16      - 3,897,076.672   722,312.708   MT  1.00020913   +1 24 28.1
 FC1787
 FC1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1787!SPC TN       -   0.99986011  x   1.00001072  =   0.99987083
 FC1787!UTM  16      -   0.99986011  x   1.00020913  =   1.00006921
 FC1787
 FC1787|---------------------------------------------------------------------|
 FC1787| PID    Reference Object                     Distance      Geod. Az  |
 FC1787|                                                           dddmmss.s |
 FC1787| CZ4255 BEAN RM 1                            13.672 METERS 01927     |
 FC1787| FC1788 BENTON TREE                         APPROX. 9.5 KM 2165833.3 |
 FC1787| CZ4256 BEAN RM 2                             6.180 METERS 35433     |
 FC1787|---------------------------------------------------------------------|
 FC1787
 FC1787                          SUPERSEDED SURVEY CONTROL
 FC1787
 FC1787  NAD 83(1995)-  35 11 31.53065(N)    084 33 29.77253(W) AD(       ) 1
 FC1787  NAD 83(1995)-  35 11 31.53097(N)    084 33 29.77688(W) AD(       ) 1
 FC1787  NAD 83(1986)-  35 11 31.53162(N)    084 33 29.77652(W) AD(       ) 1
 FC1787  NAD 27      -  35 11 31.27600(N)    084 33 30.02100(W) AD(       ) 1
 FC1787  NGVD 29 (07/19/86)  921.0    (m)         3022.     (f) VERT ANG       
 FC1787
 FC1787.Superseded values are not recommended for survey control.
 FC1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1787.See file dsdata.txt to determine how the superseded data were derived.
 FC1787
 FC1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2231397077(NAD 83)
 FC1787_MARKER: V = STONE MONUMENT
 FC1787_SETTING: 80 = SET IN A BOULDER
 FC1787_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FC1787
 FC1787  HISTORY     - Date     Condition        Report By
 FC1787  HISTORY     - 1887     MONUMENTED       CGS
 FC1787  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1787  HISTORY     - 1949     GOOD             TVA
 FC1787
 FC1787                          STATION DESCRIPTION
 FC1787
 FC1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (AHB)
 FC1787'ABOUT 5 MILES EAST OF BENTON, ABOUT 7 MILES SOUTH OF COG HILL, ON
 FC1787'HIGHEST AND WESTERN POINT OF BEANS MOUNTAIN KNOWN AS OSWALD DOME,
 FC1787'16.17 FEET NORTHWEST OF NORTH ANCHOR BOLT IN NORTHWEST COLUMN FOOTING
 FC1787'OF 80-FOOT FOREST SERVICE FIRE TOWER, AND 29.5 FEET NORTH-NORTHWEST
 FC1787'OF NORTH ANCHOR BOLT IN SOUTHWEST COLUMN FOOTING OF SAME.  TO REACH
 FC1787'FROM COURTHOUSE IN BENTON, GO 1.4 MILES EAST ON COPPER HILL PIKE,
 FC1787'TURN LEFT (SOUTHEAST) AT BRIDGE OVER SECOND CREEK FROM BENTON, GO 2.8
 FC1787'MILES TO TOP OF RIDGE, TURN LEFT (NORTH) AND FOLLOW 5.2 MILES
 FC1787'ALONG TOP OF RIDGE, TURN LEFT (NORTH) AT U-TURN AND GO 1.1 MILES TO
 FC1787'STATION SITE.  ORIGINAL SURFACE MARK WAS INTERSECTION OF
 FC1787'EAST-AND-WEST AND NORTH-AND-SOUTH GROOVES WITH LETTERS U.S.C.S. IN
 FC1787'TOP OF VERY HARD SANDSTONE POST 3-1/4 FEET BY 11 INCHES BY 8 INCHES
 FC1787'PROJECTING 4 INCHES ABOVE GROUND.  UNDERGROUND MARK IS CENTER
 FC1787'OF 2 1/2-INCH MOUTH OF STONE FRUIT JAR 8 INCHES LONG AND 5-1/4 INCHES
 FC1787'IN DIAMETER FILLED WITH ASHES.  IN 1933 STONE SURFACE MARK WAS RESET
 FC1787'WITH DISK DATED 1887-1933.  UNDERGROUND MARK WAS NOT DISTURBED.
 FC1787'REFERENCE MARKS ARE DRILL HOLES IN ROCKS IN THEIR NATURAL POSITIONS
 FC1787'AT FOLLOWING DISTANCES AND DIRECTIONS FROM STATION-44 FEET 10
 FC1787'INCHES, N. 45-1/2 DEG E., 20 FEET 5 INCHES, S. 5 DEG W., AND 15 FEET
 FC1787'2 INCHES, N. 54-1/2 DEG W.  IN 1933 THE FIRST TWO REFERENCE MARKS
 FC1787'MENTIONED WERE RECOVERED, RE-MARKED WITH STANDARD DISKS, AND
 FC1787'REDESCRIBED.  REFERENCE MARK NO. 1 IS 11 FEET NORTH OF WIRE FENCE,
 FC1787'39 FEET NORTH OF NORTHEAST COLUMN FOOTING OF FIRE TOWER, 42.83 FEET
 FC1787'NORTH-NORTHEAST OF NORTH ANCHOR BOLT IN NORTHWEST COLUMN FOOTING OF
 FC1787'FIRE TOWER, AND 13.672 METERS (44.86 FEET) FROM STATION
 FC1787'N 43 DEG 22 MIN E. REFERENCE MARK NO. 2 IS 20.35 FEET SOUTHWEST OF
 FC1787'NORTH ANCHOR BOLT IN NORTHWEST COLUMN FOOTING OF FIRE TOWER, 15.67
 FC1787'FEET NORTHWEST OF NORTH ANCHOR BOLT IN SOUTHWEST COLUMN FOOTING OF
 FC1787'SAME, AND 6.180 METERS (20.28) FEET FROM STATION
 FC1787'S 02 DEG 03 MIN W.
 FC1787
 FC1787                          STATION RECOVERY (1949)
 FC1787
 FC1787'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1787'STATION WAS RECOVERED IN GOOD CONDITION.  DISK IS STAMPED BEAN 1887
 FC1787'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2132 ***********************************************************************
 GA2132  DESIGNATION -  BEAN RM 1
 GA2132  PID         -  GA2132
 GA2132  STATE/COUNTY-  TN/GRAINGER
 GA2132  USGS QUAD   -  BEAN STATION (1976)
 GA2132
 GA2132                         *CURRENT SURVEY CONTROL
 GA2132  ___________________________________________________________________
 GA2132* NAD 83(1986)-  36 20 28.     (N)    083 17 00.     (W)     SCALED    
 GA2132* NAVD 88     -       354.118  (meters)    1161.80   (feet)  ADJUSTED  
 GA2132  ___________________________________________________________________
 GA2132  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA2132  DYNAMIC HT  -         353.798 (meters)    1160.75  (feet)  COMP
 GA2132  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 GA2132
 GA2132  VERT ORDER  -  SECOND    CLASS 0
 GA2132
 GA2132.The horizontal coordinates were scaled from a topographic map and have
 GA2132.an estimated accuracy of +/- 6 seconds.
 GA2132
 GA2132.The orthometric height was determined by differential leveling
 GA2132.and adjusted by the National Geodetic Survey in June 1991..
 GA2132
 GA2132.The geoid height was determined by GEOID03.
 GA2132
 GA2132.The dynamic height is computed by dividing the NAVD 88
 GA2132.geopotential number by the normal gravity value computed on the
 GA2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2132.degrees latitude (g = 980.6199 gals.).
 GA2132
 GA2132.The modeled gravity was interpolated from observed gravity values.
 GA2132
 GA2132;                    North         East    Units  Estimated Accuracy
 GA2132;SPC TN       -   226,150.      843,850.      MT  (+/- 180 meters Scaled)
 GA2132
 GA2132                          SUPERSEDED SURVEY CONTROL
 GA2132
 GA2132  NGVD 29 (??/??/92)  354.254  (m)         1162.25   (f) ADJ UNCH    2 0
 GA2132
 GA2132.Superseded values are not recommended for survey control.
 GA2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2132.See file dsdata.txt to determine how the superseded data were derived.
 GA2132
 GA2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA950242(NAD 83)
 GA2132_MARKER: DD = SURVEY DISK
 GA2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2132_STAMPING: BEAN RM-1 1963
 GA2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2132+STABILITY: SURFACE MOTION
 GA2132
 GA2132  HISTORY     - Date     Condition        Report By
 GA2132  HISTORY     - 1963     MONUMENTED       TNHD
 GA2132  HISTORY     - 1964     GOOD             NGS
 GA2132
 GA2132                          STATION DESCRIPTION
 GA2132
 GA2132'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2132'0.2 MI S FROM BEAN STATION.
 GA2132'THIS MARK IS LOCATED AT THE BEAN 1963 STATION SITE, 74 FEET WEST
 GA2132'OF THE CENTERLINE OF U.S. HIGHWAY 25E, 20 FEET SOUTHEAST OF A
 GA2132'6-INCH PINE TREE AND 23 FEET SOUTH OF THE STATION.  THE MARK IS
 GA2132'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2132'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE--
 GA2132'FOR DESCR SEE STATION BEAN.
 GA2132
 GA2132                          STATION RECOVERY (1964)
 GA2132
 GA2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2130 ***********************************************************************
 GA2130  DESIGNATION -  BEAN RM 2
 GA2130  PID         -  GA2130
 GA2130  STATE/COUNTY-  TN/GRAINGER
 GA2130  USGS QUAD   -  BEAN STATION (1976)
 GA2130
 GA2130                         *CURRENT SURVEY CONTROL
 GA2130  ___________________________________________________________________
 GA2130* NAD 83(1986)-  36 20 28.     (N)    083 17 00.     (W)     SCALED    
 GA2130* NAVD 88     -       354.014  (meters)    1161.46   (feet)  ADJUSTED  
 GA2130  ___________________________________________________________________
 GA2130  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA2130  DYNAMIC HT  -         353.695 (meters)    1160.41  (feet)  COMP
 GA2130  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 GA2130
 GA2130  VERT ORDER  -  SECOND    CLASS 0
 GA2130
 GA2130.The horizontal coordinates were scaled from a topographic map and have
 GA2130.an estimated accuracy of +/- 6 seconds.
 GA2130
 GA2130.The orthometric height was determined by differential leveling
 GA2130.and adjusted by the National Geodetic Survey in June 1991..
 GA2130
 GA2130.The geoid height was determined by GEOID03.
 GA2130
 GA2130.The dynamic height is computed by dividing the NAVD 88
 GA2130.geopotential number by the normal gravity value computed on the
 GA2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2130.degrees latitude (g = 980.6199 gals.).
 GA2130
 GA2130.The modeled gravity was interpolated from observed gravity values.
 GA2130
 GA2130;                    North         East    Units  Estimated Accuracy
 GA2130;SPC TN       -   226,150.      843,850.      MT  (+/- 180 meters Scaled)
 GA2130
 GA2130                          SUPERSEDED SURVEY CONTROL
 GA2130
 GA2130  NGVD 29 (??/??/92)  354.151  (m)         1161.91   (f) ADJ UNCH    2 0
 GA2130
 GA2130.Superseded values are not recommended for survey control.
 GA2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2130.See file dsdata.txt to determine how the superseded data were derived.
 GA2130
 GA2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA950242(NAD 83)
 GA2130_MARKER: DD = SURVEY DISK
 GA2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2130_STAMPING: BEAN RM-2 1963
 GA2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2130+STABILITY: SURFACE MOTION
 GA2130
 GA2130  HISTORY     - Date     Condition        Report By
 GA2130  HISTORY     - 1963     MONUMENTED       TNHD
 GA2130  HISTORY     - 1964     GOOD             NGS
 GA2130
 GA2130                          STATION DESCRIPTION
 GA2130
 GA2130'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2130'0.2 MI S FROM BEAN STATION.
 GA2130'THIS MARK IS LOCATED AT THE BEAN 1963 STATION SITE, 37 FEET
 GA2130'SOUTHEAST OF A WIRE FENCE, 10 FEET NORTH OF A 6-INCH PINE TREE,
 GA2130'AND 20 FEET WEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA2130'HIGHWAY DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2130'FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE STATION BEAN.
 GA2130
 GA2130                          STATION RECOVERY (1964)
 GA2130
 GA2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2507 ***********************************************************************
 GB2507  DESIGNATION -  BEAR
 GB2507  PID         -  GB2507
 GB2507  STATE/COUNTY-  TN/SCOTT
 GB2507  USGS QUAD   -  WINFIELD (1982)
 GB2507
 GB2507                         *CURRENT SURVEY CONTROL
 GB2507  ___________________________________________________________________
 GB2507* NAD 83(1995)-  36 32 12.83314(N)    084 28 48.58012(W)     ADJUSTED  
 GB2507* NAVD 88     -       446.2    (meters)    1464.     (feet)  VERTCON   
 GB2507  ___________________________________________________________________
 GB2507  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 GB2507  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GB2507
 GB2507  HORZ ORDER  -  SECOND
 GB2507
 GB2507.The horizontal coordinates were established by classical geodetic methods
 GB2507.and adjusted by the National Geodetic Survey in April 1999..
 GB2507
 GB2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2507
 GB2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2507
 GB2507.The geoid height was determined by GEOID03.
 GB2507
 GB2507;                    North         East     Units Scale Factor Converg.
 GB2507;SPC TN       -   245,547.429   736,097.135   MT  1.00002353   +0 53 23.2
 GB2507;SPC TN       -   805,600.19  2,415,012.02   sFT  1.00002353   +0 53 23.2
 GB2507;UTM  16      - 4,046,455.218   725,579.077   MT  1.00022698   +1 30 02.9
 GB2507
 GB2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2507!SPC TN       -   0.99993453  x   1.00002353  =   0.99995805
 GB2507!UTM  16      -   0.99993453  x   1.00022698  =   1.00016149
 GB2507
 GB2507|---------------------------------------------------------------------|
 GB2507| PID    Reference Object                     Distance      Geod. Az  |
 GB2507|                                                           dddmmss.s |
 GB2507| DB8710 BEAR RM 1                            12.860 METERS 02607     |
 GB2507| DB8709 BEAR AZ MK                                         2422222.5 |
 GB2507| DB8711 BEAR RM 2                            12.365 METERS 29028     |
 GB2507|---------------------------------------------------------------------|
 GB2507
 GB2507                          SUPERSEDED SURVEY CONTROL
 GB2507
 GB2507  NAD 83(1995)-  36 32 12.83371(N)    084 28 48.58003(W) AD(       ) 2
 GB2507  NAD 83(1995)-  36 32 12.84234(N)    084 28 48.58332(W) AD(       ) 2
 GB2507  NAD 83(1986)-  36 32 12.84258(N)    084 28 48.58217(W) AD(       ) 2
 GB2507  NAD 27      -  36 32 12.56125(N)    084 28 48.80770(W) AD(       ) 2
 GB2507  NGVD 29 (07/19/86)  446.3    (m)         1464.     (f) VERT ANG       
 GB2507
 GB2507.Superseded values are not recommended for survey control.
 GB2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2507.See file dsdata.txt to determine how the superseded data were derived.
 GB2507
 GB2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2557946455(NAD 83)
 GB2507_MARKER: DD = SURVEY DISK
 GB2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2507
 GB2507  HISTORY     - Date     Condition        Report By
 GB2507  HISTORY     - 1966     MONUMENTED       TNHD
 GB2507  HISTORY     - 1980     SEE DESCRIPTION  NGS
 GB2507  HISTORY     - 1981     GOOD             NGS
 GB2507
 GB2507                          STATION DESCRIPTION
 GB2507
 GB2507'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2507'THE STATION IS ABOUT 3 MILES NORTH-NORTHEAST OF ONEIDA.
 GB2507'
 GB2507'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ONEIDA, GO WESTERLY
 GB2507'ON DEPOT STREET FOR 0.25
 GB2507'MILE TO U.S.  HIGHWAY 27, TURN RIGHT ON U.S.  HIGHWAY
 GB2507'27 AND GO NORTHERLY AND EASTERLY
 GB2507'FOR 3.15 MILES TO THE AZIMUTH MARK
 GB2507'ON THE RIGHT.  CONTINUE EASTERLY ON U.S.  HIGHWAY
 GB2507'27 FOR 0.3 MILE TO
 GB2507'THE STATION ON THE LEFT.
 GB2507'
 GB2507'THE STATION IS 98 FEET EAST OF A GUYED POWERLINE POLE, 84 FEET NORTH
 GB2507'OF THE APPROXIMATE
 GB2507'CENTER OF U.S.  HIGHWAY 27, 40 FEET SOUTH OF A 14-INCH
 GB2507'PINE TREE AND 27.5 FEET SOUTH
 GB2507'OF A METAL WITNESS POST AND SIGN.  THE
 GB2507'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2507'TENNESSEE HIGHWAY
 GB2507'DEPARTMENT DISKS AND THE DISKS ARE STAMPED BEAR 1966.  THE
 GB2507'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2507'DISK IS SET IN THE
 GB2507'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2507'
 GB2507'REFERENCE MARK NO. 1 IS 27.5 FEET EAST OF THE METAL WITNESS POST AND
 GB2507'SIGN AND 15 FEET EAST OF
 GB2507'THE 14-INCH PINE TREE.  IT IS A STANDARD TENNESSEE
 GB2507'HIGHWAY DEPARTMENT DISK SET IN THE
 GB2507'TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2507'CONCRETE MONUMENT AND THE DISK IS STAMPED BEAR RM-1 1966.
 GB2507'
 GB2507'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE GUYED POWERLINE POLE AND
 GB2507'34 FEET WEST OF THE METAL
 GB2507'WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE
 GB2507'HIGHWAY DEPARTMENT DISK SET IN THE
 GB2507'TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2507'CONCRETE MONUMENT AND THE DISK IS STAMPED BEAR RM-2 1966.
 GB2507'
 GB2507'NO HORIZONTAL MEASUREMENTS COULD BE MADE BETWEEN THE REFERENCE MARKS.
 GB2507'
 GB2507'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GB2507'HIGHWAY 27, 4 FEET
 GB2507'SOUTHWEST OF THE EAST END OF A GUARD RAIL AND 3.2 FEET
 GB2507'NORTHEAST OF A METAL WITNESS
 GB2507'POST AND SIGN.  IT IS A STANDARD
 GB2507'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB2507'TOP OF A 10-INCH,
 GB2507'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BEAR
 GB2507'AZI 1966.
 GB2507'
 GB2507'ALL OBSERVATIONS WERE MADE FROM A 10-FOOT WOODEN STAND.
 GB2507'
 GB2507'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GB2507
 GB2507                          STATION RECOVERY (1980)
 GB2507
 GB2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2507'THE AZIMUTH MARK AND UNDERGROUND STATION MARK WERE FOUND IN GOOD
 GB2507'CONDITION.  THE SURFACE STATION MARK AND BOTH REFERENCE MARKS WERE
 GB2507'FOUND DESTROYED BY GRADING.  A NEW SURFACE STATION MARK AND REFERENCE
 GB2507'MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GB2507'
 GB2507'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF ONEIDA, IN A
 GB2507'SMALL CIGARED FIELD, ABOUT 175 FEET EAST OF THE CENTERLINE OF A ROAD
 GB2507'NORTH, 85 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 27, 99 FEET
 GB2507'SOUTHEAST OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  A
 GB2507'STANDARD THD DISK SET IN TOP OF A SQUARE CONCRETE POST 4 INCHES BELOW
 GB2507'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED---BEAR 1966 1980---.
 GB2507'
 GB2507'TO REACH THE STATION FROM THE SCOTT COUNTY HOSPITAL AT ONEIDA, GO
 GB2507'NORTHERLY ON U.S. HIGHWAY 27 FOR 2.75 MILES TO THE AZIMUTH MARK ON THE
 GB2507'RIGHT.  CONTINUE ON THE HIGHWAY FOR 0.35 MILE TO THE STATION ON THE
 GB2507'LEFT.
 GB2507'
 GB2507'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 GB2507'STAMPED---BEAR THD 1966 NO 3 1980---PROJECTING 2 INCHES, 42 FEET
 GB2507'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A METAL
 GB2507'WITNESS POST.
 GB2507'
 GB2507'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 GB2507'STAMPED---BEAR THD 1966 NO 4 1980---PROJECTING 2 INCHES, 3 FEET
 GB2507'NORTHEAST OF A POWER POLE AND 14 FEET SOUTHEAST OF A METAL UTILITY
 GB2507'COVER.
 GB2507'
 GB2507'THE AZIMUTH MARK IS A STANDARD THD DISK SET IN THE TOP OF A SQUARE
 GB2507'CONCRETE POST FLUSH WITH THE GROUND, STAMPED---BEAR AZI 1966---3
 GB2507'FEET SOUTHWEST OF THE EAST END OF A METAL GUARDSRAIL, 1 FOOT NORTH OF
 GB2507'A METAL WITNESS POST AND 22 FEET SOUTH OF THE CENTERLINE OF THE
 GB2507'HIGHWAY.
 GB2507
 GB2507                          STATION RECOVERY (1981)
 GB2507
 GB2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (ARB)
 GB2507'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE AZIMUTH AND
 GB2507'RM 3 AND 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0313 ***********************************************************************
 FF0313  DESIGNATION -  BEAR CREEK BOLT
 FF0313  PID         -  FF0313
 FF0313  STATE/COUNTY-  TN/SHELBY
 FF0313  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0313
 FF0313                         *CURRENT SURVEY CONTROL
 FF0313  ___________________________________________________________________
 FF0313* NAD 83(1986)-  35 13 57.     (N)    090 03 54.     (W)     SCALED    
 FF0313* NAVD 88     -        68.607  (meters)     225.09   (feet)  ADJUSTED  
 FF0313  ___________________________________________________________________
 FF0313  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0313  DYNAMIC HT  -          68.545 (meters)     224.88  (feet)  COMP
 FF0313  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FF0313
 FF0313  VERT ORDER  -  FIRST     CLASS II
 FF0313
 FF0313.The horizontal coordinates were scaled from a topographic map and have
 FF0313.an estimated accuracy of +/- 6 seconds.
 FF0313
 FF0313.The orthometric height was determined by differential leveling
 FF0313.and adjusted by the National Geodetic Survey in June 1991..
 FF0313
 FF0313.The geoid height was determined by GEOID03.
 FF0313
 FF0313.The dynamic height is computed by dividing the NAVD 88
 FF0313.geopotential number by the normal gravity value computed on the
 FF0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0313.degrees latitude (g = 980.6199 gals.).
 FF0313
 FF0313.The modeled gravity was interpolated from observed gravity values.
 FF0313
 FF0313;                    North         East    Units  Estimated Accuracy
 FF0313;SPC TN       -   107,450.      230,070.      MT  (+/- 180 meters Scaled)
 FF0313
 FF0313                          SUPERSEDED SURVEY CONTROL
 FF0313
 FF0313  NGVD 29 (??/??/??)   68.569  (m)          224.96   (f) ADJUSTED    1 2
 FF0313
 FF0313.Superseded values are not recommended for survey control.
 FF0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0313.See file dsdata.txt to determine how the superseded data were derived.
 FF0313
 FF0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV671027(NAD 83)
 FF0313_MARKER: B = BOLT
 FF0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0313_STAMPING: 1906
 FF0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0313
 FF0313  HISTORY     - Date     Condition        Report By
 FF0313  HISTORY     - 1906     MONUMENTED       MRC
 FF0313  HISTORY     - 1957     GOOD             CGS
 FF0313
 FF0313                          STATION DESCRIPTION
 FF0313
 FF0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0313'4 MI NW FROM FRAYSER.
 FF0313'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0313'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0313'ALONG MARSH ROAD, THENCE 2.25 MILES NORTH AND NORTHWEST ALONG
 FF0313'BENJESTOWN ROAD, THENCE 0.8 MILE WEST CROSS COUNTRY, ABOUT 1.0
 FF0313'MILE NORTH OF THE MOUTH OF THE LOOSAHATCHIE RIVER, 131 YARDS
 FF0313'NORTH OF A POINT WHERE THE CURRENTS CUTS INTO BLUFF, 120 FEET
 FF0313'SOUTHEAST OF THE SOUTH END OF A SMALL CULTIVATED FIELD, 30
 FF0313'FEET NORTH OF A 16-INCH ELM TREE, 28 FEET WEST-NORTHWEST AND
 FF0313'ABOUT 12 FEET BELOW A 14-INCH POPLAR TREE, 104 FEET
 FF0313'WEST-SOUTHWEST OF A BLAZED 40-INCH OAK TREE, 4 FEET WEST OF A
 FF0313'6-INCH BLACK WALNUT TREE, 548 FEET WEST-NORTHWEST OF THE WEST
 FF0313'LEG OF POWER LINE POLE NO. 451, NEAR THE FOOT OF A BLUFF, A
 FF0313'COPPER BOLT DIRECTLY UNDER A MRC PIPE AND CAP WHICH PROJECTS
 FF0313'24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0314 ***********************************************************************
 FF0314  DESIGNATION -  BEAR CREEK CAP
 FF0314  PID         -  FF0314
 FF0314  STATE/COUNTY-  TN/SHELBY
 FF0314  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0314
 FF0314                         *CURRENT SURVEY CONTROL
 FF0314  ___________________________________________________________________
 FF0314* NAD 83(1986)-  35 13 57.     (N)    090 03 54.     (W)     SCALED    
 FF0314* NAVD 88     -        69.833  (meters)     229.11   (feet)  ADJUSTED  
 FF0314  ___________________________________________________________________
 FF0314  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0314  DYNAMIC HT  -          69.770 (meters)     228.90  (feet)  COMP
 FF0314  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FF0314
 FF0314  VERT ORDER  -  FIRST     CLASS II
 FF0314
 FF0314.The horizontal coordinates were scaled from a topographic map and have
 FF0314.an estimated accuracy of +/- 6 seconds.
 FF0314
 FF0314.The orthometric height was determined by differential leveling
 FF0314.and adjusted by the National Geodetic Survey in June 1991..
 FF0314
 FF0314.The geoid height was determined by GEOID03.
 FF0314
 FF0314.The dynamic height is computed by dividing the NAVD 88
 FF0314.geopotential number by the normal gravity value computed on the
 FF0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0314.degrees latitude (g = 980.6199 gals.).
 FF0314
 FF0314.The modeled gravity was interpolated from observed gravity values.
 FF0314
 FF0314;                    North         East    Units  Estimated Accuracy
 FF0314;SPC TN       -   107,450.      230,070.      MT  (+/- 180 meters Scaled)
 FF0314
 FF0314                          SUPERSEDED SURVEY CONTROL
 FF0314
 FF0314  NGVD 29 (??/??/??)   69.795  (m)          228.99   (f) ADJUSTED    1 2
 FF0314
 FF0314.Superseded values are not recommended for survey control.
 FF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0314.See file dsdata.txt to determine how the superseded data were derived.
 FF0314
 FF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV671027(NAD 83)
 FF0314_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FF0314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FF0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0314
 FF0314  HISTORY     - Date     Condition        Report By
 FF0314  HISTORY     - 1906     MONUMENTED       MRC
 FF0314  HISTORY     - 1957     GOOD             CGS
 FF0314
 FF0314                          STATION DESCRIPTION
 FF0314
 FF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0314'4 MI NW FROM FRAYSER.
 FF0314'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0314'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST ALONG
 FF0314'MARSH ROAD, THENCE 2.25 MILES NORTH AND NORTHWEST ALONG
 FF0314'BENJESTOWN ROAD, THENCE 0.8 MILE WEST CROSS COUNTRY, ABOUT 1.0
 FF0314'MILE NORTH OF THE MOUTH OF THE LOOSAHATCHIE RIVER, 131 YARDS
 FF0314'NORTH OF A POINT WHERE THE CURRENT CUTS INTO BLUFF, 120 FEET
 FF0314'SOUTHEAST OF THE SOUTH END OF A SMALL CULTIVATED FIELD, 30
 FF0314'FEET NORTH OF A 16-INCH ELM TREE, 28 FEET WEST-NORTHWEST AND
 FF0314'ABOUT 12 FEET BELOW A 14-INCH POPLAR TREE, 104 FEET
 FF0314'WEST-SOUTHWEST OF A BLAZED 40-INCH OAK TREE, 4 FEET WEST OF A
 FF0314'6-INCH BLACK WALNUT TREE, 548 FEET WEST-NORTHWEST OF THE WEST
 FF0314'LEG OF POWER LINE POLE NO. 451, NEAR THE FOOT OF A BLUFF, A MRC
 FF0314'PIPE AND CAP WHICH PROJECTS 24 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1627 ***********************************************************************
 FD1627  DESIGNATION -  BEARD
 FD1627  PID         -  FD1627
 FD1627  STATE/COUNTY-  TN/PERRY
 FD1627  USGS QUAD   -  CHESTNUT GROVE (1968)
 FD1627
 FD1627                         *CURRENT SURVEY CONTROL
 FD1627  ___________________________________________________________________
 FD1627* NAD 83(1995)-  35 41 32.38219(N)    087 50 22.10595(W)     ADJUSTED  
 FD1627* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 FD1627  ___________________________________________________________________
 FD1627  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FD1627  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1627
 FD1627  HORZ ORDER  -  SECOND
 FD1627
 FD1627.The horizontal coordinates were established by classical geodetic methods
 FD1627.and adjusted by the National Geodetic Survey in April 1999..
 FD1627
 FD1627.The orthometric height was scaled from a topographic map.
 FD1627
 FD1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1627
 FD1627.The geoid height was determined by GEOID03.
 FD1627
 FD1627;                    North         East     Units Scale Factor Converg.
 FD1627;SPC TN       -   152,343.664   433,522.310   MT  0.99995145   -1 04 36.8
 FD1627;SPC TN       -   499,814.17  1,422,314.45   sFT  0.99995145   -1 04 36.8
 FD1627;UTM  16      - 3,950,148.697   424,046.549   MT  0.99967109   -0 29 23.3
 FD1627
 FD1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1627!SPC TN       -   0.99996440  x   0.99995145  =   0.99991585
 FD1627!UTM  16      -   0.99996440  x   0.99967109  =   0.99963550
 FD1627
 FD1627:                Primary Azimuth Mark                     Grid Az
 FD1627:SPC TN       -  BEARD AZ MK                              024 43 18.3
 FD1627:UTM  16      -  BEARD AZ MK                              024 08 04.8
 FD1627
 FD1627|---------------------------------------------------------------------|
 FD1627| PID    Reference Object                     Distance      Geod. Az  |
 FD1627|                                                           dddmmss.s |
 FD1627| CG5563 BEARD AZ MK                                        0233841.5 |
 FD1627| CG5564 BEARD RM 1                           44.516 METERS 15103     |
 FD1627| CG5565 BEARD RM 2                           52.654 METERS 23636     |
 FD1627|---------------------------------------------------------------------|
 FD1627
 FD1627                          SUPERSEDED SURVEY CONTROL
 FD1627
 FD1627  NAD 83(1995)-  35 41 32.38464(N)    087 50 22.10751(W) AD(       ) 2
 FD1627  NAD 83(1986)-  35 41 32.39258(N)    087 50 22.10677(W) AD(       ) 2
 FD1627  NAD 27      -  35 41 32.15000(N)    087 50 22.01500(W) AD(       ) 2
 FD1627
 FD1627.Superseded values are not recommended for survey control.
 FD1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1627.See file dsdata.txt to determine how the superseded data were derived.
 FD1627
 FD1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2404750149(NAD 83)
 FD1627_MARKER: DS = TRIANGULATION STATION DISK
 FD1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1627
 FD1627  HISTORY     - Date     Condition        Report By
 FD1627  HISTORY     - 1934     MONUMENTED       CGS
 FD1627  HISTORY     - 1962     GOOD             CGS
 FD1627  HISTORY     - 1974     GOOD             TVA
 FD1627
 FD1627                          STATION DESCRIPTION
 FD1627
 FD1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1627'ABOUT 5.25 MILES NORTH OF LINDEN, ABOUT 2.75 MILES SOUTHWEST OF
 FD1627'BEARDSTOWN, ON
 FD1627'DIVIDE BETWEEN BUFFALO AND TENNESSEE RIVERS, AT HEADS
 FD1627'OF KINGS BRANCH, HARRISS HOLLOW,
 FD1627'AND TOMS CREEK, ABOUT 0.25 MILE
 FD1627'SOUTH OF GAP THROUGH WHICH ROAD UP KINGS BRANCH AND
 FD1627'DOWN TOMS CREEK
 FD1627'PASSES, AND ON PROPERTY OF A TIE COMPANY OF PADUCAH, KY.  TO REACH
 FD1627'FROM JUNCTION OF
 FD1627'STATE ROUTES 13 AND 50 AT BUFFALO RIVER BRIDGE IN
 FD1627'BEARDSTOWN, GO SOUTH 0.65 MILE ON
 FD1627'ROUTE 13, TURN SHARPLY TO RIGHT AND
 FD1627'FOLLOW MAIN ROAD ALONG KINGS BRANCH 2.3 MILES TO TOP
 FD1627'OF GRADE, TURN
 FD1627'LEFT AND FOLLOW RIGHT-HAND OF TWO FORKS ABOUT 0.2 MILE TO
 FD1627'TRIANGLE-BLAZED
 FD1627'OAK ON TOP OF HILL AND STATION SITE.  STATION IS ON
 FD1627'HIGHEST POINT OF SUMMIT, ABOUT 50
 FD1627'FEET NORTH OF LANE, 40 FEET NORTH-
 FD1627'NORTHWEST OF 12-INCH BLACK OAK WITH TRIANGULAR
 FD1627'BLAZE, AND 59 FEET
 FD1627'NORTH OF 12-INCH BLAZED BLACK OAK MARKED 59.  SURFACE AND
 FD1627'UNDERGROUND MARKS
 FD1627'ARE STANDARD STATION DISKS IN CONCRETE.  UPPER
 FD1627'MARK PROJECTS ABOUT 1
 FD1627'FOOT ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS
 FD1627'ARE STANDARD REFERENCE DISKS IN
 FD1627'CONCRETE.  NO 1 IS IN
 FD1627'WOODS, 5 FEET NORTHEAST OF 9-INCH CHESTNUT OAK,
 FD1627'AND 146.05 FEET FROM
 FD1627'STATION S 28 DEG 57 MIN E.  NO 2 IS IN CLEARED AREA, 6
 FD1627'FEET NORTH OF
 FD1627'LANE, AND 172.75 FEET FROM STATION S 56 DEG 36 MIN E.
 FD1627'AZIMUTH MARK IS ON BANK
 FD1627'ABOUT 22 FEET NORTH OF CENTER LINE OF ROAD,
 FD1627'22 FEET SOUTHWEST OF 15-INCH BLACK OAK, 50
 FD1627'YARDS NORTHWEST OF TOP OF
 FD1627'GRADE, AND ABOUT 0.25 MILE FROM STATION N 23 DEG 39 MIN E.
 FD1627
 FD1627                          STATION RECOVERY (1962)
 FD1627
 FD1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1627'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1627'RECOVERED AND FOUND IN
 FD1627'GOOD CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 FD1627'THE AZIMUTH MARK BUT IT
 FD1627'COULD NOT BE FOUND.  THERE HAS BEEN
 FD1627'CONSIDERABLE EXCAVATION FOR A CROSSROAD AT
 FD1627'THE ORIGINAL LOCATION OF
 FD1627'THE MARK AND IT IS PRESUMED TO HAVE BEEN DESTROYED DURING
 FD1627'THIS TIME.  THE
 FD1627'ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW
 FD1627'AND COMPLETE
 FD1627'DESCRIPTION.
 FD1627'
 FD1627'THE STATION IS SAID TO BE ON THE PROPERTY OF THE TANGOOD CORPORATION
 FD1627'OF PENSACOLA,
 FD1627'FLORIDA.  IT IS ON A HEAVILY TIMBERED DIVIDE BETWEEN THE
 FD1627'BUFFALO AND TENNESSEE RIVERS,
 FD1627'ABOUT 5.25 MILES NORTH OF LINDEN AND
 FD1627'2.75 MILES SOUTHWEST OF BEARDSTOWN
 FD1627'
 FD1627'TO REACH FROM THE BUFFALO RIVER BRIDGE AT THE JUNCTION OF STATE
 FD1627'ROUTES 50 AND 13 IN THE
 FD1627'SMALL COMMUNITY OF BEARDSTOWN, GO SOUTH ON STATE ROUTE 13
 FD1627'FOR 0.05 MILE TO A GRAVELED
 FD1627'ROAD RIGHT (COUNTY ROAD R 17075), AND A
 FD1627'CHURCH IN THE NORTHWEST ANGLE.  HERE TURN
 FD1627'RIGHT ON THIS GRAVELED ROAD
 FD1627'AND GO SOUTHWESTERLY FOR 0.6 MILE TO A T CROSSROAD, TURN
 FD1627'RIGHT AND GO
 FD1627'WESTERLY 2.5 MILES TO A T CROSSROAD, TURN LEFT, SOUTH, ON A GRAVELED
 FD1627'ROAD FOR 0.25 MILE
 FD1627'TO A WOODS CROSSROAD AT THE TOP OF THE HILL, A
 FD1627'10-INCH, TRIANGLE BLAZED OAK TREE ON
 FD1627'THE RIGHT AND THE STATION IN THE
 FD1627'NORTHWEST ANGLE AS DESCRIBED.
 FD1627'
 FD1627'THE STATION IS 62 FEET NORTH OF THE INTERSECTION OF THE GRAVELED ROAD
 FD1627'AND WOODS ROAD, 46 FEET
 FD1627'SOUTHWEST OF A 16-INCH, TRIANGLE BLAZED OAK TREE, 44
 FD1627'FEET WEST OF THE APPROXIMATE
 FD1627'CENTER OF THE GRAVELED ROAD, 35 FEET
 FD1627'EAST OF A 16-INCH, TRIANGLE BLAZED OAK TREE AND
 FD1627'0.7 OF A FOOT EAST OF
 FD1627'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 FD1627'TOP OF A 12-INCH,
 FD1627'ROUND, CONCRETE MONUMENT THAT PROJECTS 14 INCHES AND
 FD1627'THE DISK IS STAMPED BEARD 1934.
 FD1627'
 FD1627'REFERENCE MARK NO 1 IS 91 FEET EAST-SOUTHEAST OF THE INTERSECTION OF
 FD1627'THE GRAVELED ROAD AND
 FD1627'THE WOODS ROAD, 16 FEET SOUTH OF THE APPROXIMATE
 FD1627'CENTER OF THE WOODS ROAD, 8 FEET
 FD1627'SOUTHWEST OF A SMALL CEDAR TREE, AND
 FD1627'5 FEET NORTH OF A 10-INCH, CHESTNUT OAK TREE.  IT
 FD1627'IS A STANDARD DISK
 FD1627'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FD1627'12 INCHES AND THE
 FD1627'DISK IS STAMPED BEARD NO 1 1934.
 FD1627'
 FD1627'REFERENCE MARK NO 2 IS 158 FEET WEST OF THE INTERSECTION OF THE
 FD1627'GRAVELED ROAD AND THE
 FD1627'WOODS ROAD, 41 FEET WEST OF AN 18-INCH, TRIANGLE BLAZED OAK
 FD1627'TREE, 28 FEET EAST OF A
 FD1627'12-INCH, TRIANGLE BLAZED OAK TREE, 17 FEET
 FD1627'NORTHEAST OF A 10-INCH, TRIANGLE BLAZED
 FD1627'OAK TREE, AND 5 FEET NORTH OF
 FD1627'THE APPROXIMATE CENTER OF THE WOODS ROAD.  IT IS A
 FD1627'STANDARD DISK SET
 FD1627'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10
 FD1627'INCHES AND THE
 FD1627'DISK IS STAMPED BEARD NO 2 1934.
 FD1627
 FD1627                          STATION RECOVERY (1974)
 FD1627
 FD1627'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (JG)
 FD1627'BEARD RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1627'
 FD1627'COAST AND GEODETIC POST AND SIGN AT MONUMENT.
 FD1627'
 FD1627'ADD TO DESCRIPTION.
 FD1627'14.5 FT NORTH TO 8 INCH WHITE OAK.
 FD1627'8.8 FT EAST TO 8 INCH WHITE OAK.
 FD1627'22.9 FT N 60 E TO 8 INCH WHITE OAK.
 FD1627'48.0 FT NORTH FROM CENTERLINE ROAD.
 FD1627'
 FD1627'BEARD RM 1 RECOVERED IN GOOD CONDITION.
 FD1627'
 FD1627'T. V. A. POST AND SIGN SET AT MARKER.
 FD1627'
 FD1627'BEARD RM 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1627'
 FD1627'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MI. SW FROM BEARDSTOWN,
 FD1627'TN.
 FD1627'BEARD AZ. MK. RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FD1627'DESCRIPTION.
 FD1627'
 FD1627'ADD TO DESCRIPTION--
 FD1627'17.1 FT. S 75 E TO 6 INCH RED OAK.
 FD1627'10.1 FT N 45 E TO 6 INCH RED OAK.
 FD1627'
 FD1627'POST AND SIGN SET AT MON.
 FD1627'
 FD1627'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MI. FROM (BEARD)
 FD1627'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2627 ***********************************************************************
 FE2627  DESIGNATION -  BEASLEY
 FE2627  PID         -  FE2627
 FE2627  STATE/COUNTY-  TN/LAUDERDALE
 FE2627  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2627
 FE2627                         *CURRENT SURVEY CONTROL
 FE2627  ___________________________________________________________________
 FE2627* NAD 83(1995)-  35 43 02.16437(N)    089 37 05.44199(W)     ADJUSTED  
 FE2627* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 FE2627  ___________________________________________________________________
 FE2627  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FE2627  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FE2627
 FE2627  HORZ ORDER  -  THIRD
 FE2627
 FE2627.The horizontal coordinates were established by classical geodetic methods
 FE2627.and adjusted by the National Geodetic Survey in April 1999..
 FE2627
 FE2627.The orthometric height was scaled from a topographic map.
 FE2627
 FE2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2627
 FE2627.The geoid height was determined by GEOID03.
 FE2627
 FE2627;                    North         East     Units Scale Factor Converg.
 FE2627;SPC TN       -   159,596.888   272,702.013   MT  0.99995047   -2 07 05.6
 FE2627;SPC TN       -   523,610.79    894,689.85   sFT  0.99995047   -2 07 05.6
 FE2627;UTM  16      - 3,955,750.343   263,163.945   MT  1.00029125   -1 31 45.0
 FE2627
 FE2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2627!SPC TN       -   0.99998187  x   0.99995047  =   0.99993234
 FE2627!UTM  16      -   0.99998187  x   1.00029125  =   1.00027311
 FE2627
 FE2627:                Primary Azimuth Mark                     Grid Az
 FE2627:SPC TN       -  BEASLEY AZ MK                            046 41 45.2
 FE2627:UTM  16      -  BEASLEY AZ MK                            046 06 24.6
 FE2627
 FE2627|---------------------------------------------------------------------|
 FE2627| PID    Reference Object                     Distance      Geod. Az  |
 FE2627|                                                           dddmmss.s |
 FE2627| CG3198 BEASLEY AZ MK                                      0443439.6 |
 FE2627| CG3199 BEASLEY RM 1                         27.259 METERS 04834     |
 FE2627| FE2632 RIPLEY MUNICIPAL TANK               APPROX. 8.7 KM 0685821.9 |
 FE2627| FE2633 RIPLEY RAD STA WTRB MAST            APPROX. 7.0 KM 0785338.5 |
 FE2627| FE2629 HENNING MUNICIPAL TANK              APPROX. 6.1 KM 1401244.8 |
 FE2627| FE2645 CHERRY RESET                        APPROX. 9.4 KM 2523313.3 |
 FE2627| CG3200 BEASLEY RM 2                         26.296 METERS 29632     |
 FE2627|---------------------------------------------------------------------|
 FE2627
 FE2627                          SUPERSEDED SURVEY CONTROL
 FE2627
 FE2627  NAD 83(1995)-  35 43 02.17188(N)    089 37 05.44448(W) AD(       ) 3
 FE2627  NAD 83(1986)-  35 43 02.17569(N)    089 37 05.44330(W) AD(       ) 3
 FE2627  NAD 27      -  35 43 01.89220(N)    089 37 05.16660(W) AD(       ) 3
 FE2627
 FE2627.Superseded values are not recommended for survey control.
 FE2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2627.See file dsdata.txt to determine how the superseded data were derived.
 FE2627
 FE2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6316455750(NAD 83)
 FE2627_MARKER: DS = TRIANGULATION STATION DISK
 FE2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2627
 FE2627  HISTORY     - Date     Condition        Report By
 FE2627  HISTORY     - 1958     MONUMENTED       CGS
 FE2627  HISTORY     - 19720518 GOOD             USGS
 FE2627
 FE2627                          STATION DESCRIPTION
 FE2627
 FE2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2627'THE STATION IS ABOUT 5-1/2 MILES WEST-SOUTHWEST OF RIPLEY, ABOUT 4
 FE2627'MILES NORTHWEST OF HENNING AND ON THE GROUNDS OF THE BEASLEY CHURCH
 FE2627'OF GOD.  IT IS 61 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 60
 FE2627'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE WHITE FRAME CHURCH
 FE2627'BUILDING, 43 FEET SOUTH OF THE SOUTHEAST CORNER OF THE WHITE FRAME
 FE2627'CHURCH BUILDING, 10 FEET NORTH OF A WIRE FENCE AND 10 FEET NORTH
 FE2627'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2627'STAMPED BEASLEY 1958.
 FE2627'
 FE2627'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HENNING, GO NORTH ON
 FE2627'U.S. HIGHWAY 51 FOR 0.25 MILE TO THE JUNCTION WITH STATE HIGHWAY 87.
 FE2627'TURN LEFT AND GO WEST ON HIGHWAY 87 FOR 2.9 MILES TO A SIDE ROAD
 FE2627'RIGHT JUST AFTER CROSSING A SMALL BRIDGE.  TURN RIGHT AND GO NORTH
 FE2627'ON A GRAVELED ROAD FOR 2.45 MILES TO A REVERSE FORK.  TURN SHARP LEFT
 FE2627'AND GO SOUTH FOR 0.05 MILE TO THE BEASLEY CHURCH OF GOD AND THE
 FE2627'STATION ON THE RIGHT.
 FE2627'
 FE2627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON A
 FE2627'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2627'
 FE2627'REFERENCE MARK 1 IS 65 FEET EAST OF THE NORTHEAST CORNER OF THE WHITE
 FE2627'FRAME CHURCH, 40 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD
 FE2627'AND 4 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE NO 735.  THE MONUMENT
 FE2627'IS FLUSH AND THE DISK IS STAMPED BEASLEY NO 1 1958.
 FE2627'
 FE2627'REFERENCE MARK 2 IS 29 FEET WEST OF THE SOUTHWEST CORNER OF THE WHITE
 FE2627'FRAME CHURCH, 2 FEET NORTHEAST OF A FENCE CORNER AND 1.5 FEET NORTH
 FE2627'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE2627'STAMPED BEASLEY NO 2 1958.
 FE2627'
 FE2627'THE AZIMUTH MARK IS 106 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2627'ROAD, 28 FEET EAST OF THE CENTERLINE OF ANOTHER GRAVELED ROAD,
 FE2627'8 FEET SOUTH OF A SMALL PEACH TREE AND 2 FEET SOUTHWEST OF A WHITE
 FE2627'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2627'BEASLEY 1958.
 FE2627'
 FE2627'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2627
 FE2627                          STATION RECOVERY (1972)
 FE2627
 FE2627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 FE2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0154 ***********************************************************************
 FE0154  DESIGNATION -  BEAVER
 FE0154  PID         -  FE0154
 FE0154  STATE/COUNTY-  TN/HENDERSON
 FE0154  USGS QUAD   -  CLARKSBURG (1986)
 FE0154
 FE0154                         *CURRENT SURVEY CONTROL
 FE0154  ___________________________________________________________________
 FE0154* NAD 83(1995)-  35 46 07.37944(N)    088 27 25.49945(W)     ADJUSTED  
 FE0154* NAVD 88     -       163.351  (meters)     535.93   (feet)  ADJUSTED  
 FE0154  ___________________________________________________________________
 FE0154  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FE0154  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0154  DYNAMIC HT  -         163.206 (meters)     535.45  (feet)  COMP
 FE0154  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 FE0154
 FE0154  HORZ ORDER  -  SECOND
 FE0154  VERT ORDER  -  SECOND    CLASS 0
 FE0154
 FE0154.The horizontal coordinates were established by classical geodetic methods
 FE0154.and adjusted by the National Geodetic Survey in April 1999..
 FE0154
 FE0154.The orthometric height was determined by differential leveling
 FE0154.and adjusted by the National Geodetic Survey in June 1991..
 FE0154
 FE0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0154
 FE0154.The geoid height was determined by GEOID03.
 FE0154
 FE0154.The dynamic height is computed by dividing the NAVD 88
 FE0154.geopotential number by the normal gravity value computed on the
 FE0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0154.degrees latitude (g = 980.6199 gals.).
 FE0154
 FE0154.The modeled gravity was interpolated from observed gravity values.
 FE0154
 FE0154;                    North         East     Units Scale Factor Converg.
 FE0154;SPC TN       -   162,043.060   377,849.911   MT  0.99994905   -1 26 18.5
 FE0154;SPC TN       -   531,636.27  1,239,662.58   sFT  0.99994905   -1 26 18.5
 FE0154;UTM  16      - 3,959,275.272   368,289.640   MT  0.99981377   -0 51 06.5
 FE0154
 FE0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0154!SPC TN       -   0.99997879  x   0.99994905  =   0.99992784
 FE0154!UTM  16      -   0.99997879  x   0.99981377  =   0.99979257
 FE0154
 FE0154:                Primary Azimuth Mark                     Grid Az
 FE0154:SPC TN       -  BEAVER AZ MK                             061 32 09.3
 FE0154:UTM  16      -  BEAVER AZ MK                             060 56 57.3
 FE0154
 FE0154|---------------------------------------------------------------------|
 FE0154| PID    Reference Object                     Distance      Geod. Az  |
 FE0154|                                                           dddmmss.s |
 FE0154| FE0155 BEAVER AZ MK                                       0600550.8 |
 FE0154| FE0152 BEAVER RM 1                          28.267 METERS 26849     |
 FE0154| FE0153 BEAVER RM 2                          25.057 METERS 35304     |
 FE0154|---------------------------------------------------------------------|
 FE0154
 FE0154                          SUPERSEDED SURVEY CONTROL
 FE0154
 FE0154  NAD 83(1995)-  35 46 07.38253(N)    088 27 25.50626(W) AD(       ) 2
 FE0154  NAD 83(1986)-  35 46 07.39015(N)    088 27 25.50044(W) AD(       ) 2
 FE0154  NAD 27      -  35 46 07.15030(N)    088 27 25.31860(W) AD(       ) 2
 FE0154  NGVD 29 (??/??/??)  163.375  (m)          536.01   (f) ADJUSTED    2 0
 FE0154
 FE0154.Superseded values are not recommended for survey control.
 FE0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0154.See file dsdata.txt to determine how the superseded data were derived.
 FE0154
 FE0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6829059275(NAD 83)
 FE0154_MARKER: DE = TRAVERSE STATION DISK
 FE0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0154_STAMPING: BEAVER 1959
 FE0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0154+STABILITY: SURFACE MOTION
 FE0154
 FE0154  HISTORY     - Date     Condition        Report By
 FE0154  HISTORY     - 1959     MONUMENTED       CGS
 FE0154  HISTORY     - 1959     GOOD             CGS
 FE0154  HISTORY     - 1972     GOOD             TVA
 FE0154
 FE0154                          STATION DESCRIPTION
 FE0154
 FE0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0154'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF CLARKBURG,
 FE0154'ABOUT 4 MILES SOUTHEAST OF PARKERS CROSSROADS AND NEAR THE
 FE0154'SOUTHEAST EDGE OF A SMALL WOODED KNOLL.  MR. NELSON JAMES, PROPERTY
 FE0154'OWNER, GRANTED PERMISSION TO ESTABLISH STATION SITE.
 FE0154'
 FE0154'TO REACH FROM PARKERS CROSSROADS, WHICH IS ABOUT 14 MILES SOUTH OF
 FE0154'HUNTINGTON ON STATE HIGHWAY 22, GO WEST FROM PARKERS STORE ON A
 FE0154'GRAVELED ROAD FOR 0.45 MILE TO A FORK, KEEP LEFT FORK FOR 1.0 MILE TO
 FE0154'A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 1.6 MILES TO A
 FE0154'FORK, KEEP LEFT UP HILL FOR 0.2 MILE TO AN ANGLING CROSSROAD, KEEP
 FE0154'LEFT STRAIGHT AHEAD DOWN HILL SOUTH FOR 1.45 MILES TO A
 FE0154'FORK, KEEP RIGHT FORK SOUTH ON MAIN ROAD FOR 0.4 MILE TO A DRIVEWAY
 FE0154'ON THE RIGHT AT N. JAMES MAIL BOX, TURN RIGHT INTO JAMES DRIVE
 FE0154'AND GO WEST PASSING THROUGH A WOODEN GATE, CONTINUE STRAIGHT
 FE0154'AHEAD TO ANOTHER GATE AND AZIMUTH MARK AS DESCRIBED, PASS THROUGH
 FE0154'GATE AND GO WEST FOR 0.1 MILE TO A SMALL EARTH DAM, (STATION
 FE0154'SITE ABOUT 120 YARDS SOUTH) CONTINUE WEST FOR 0.05 MILE TO A TRACK
 FE0154'ROAD LEFT, TURN LEFT SOUTH INTO WOODED AREA AND GO ABOUT 120
 FE0154'YARDS, THENCE TURN LEFT EAST OFF TRACK ROAD AND GO ABOUT 50 YARDS TO
 FE0154'STATION AS DESCRIBED.
 FE0154'
 FE0154'THE STATION IS A TRAVERSE DISK, STAMPED BEAVER 1959, CEMENTED IN THE
 FE0154'TOP OF A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2 INCHES ABOVE
 FE0154'THE SURFACE OF THE GROUND.  IT IS ABOUT 120 YARDS SOUTH OF A SMALL
 FE0154'EARTH DAM AND 27 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 FE0154'
 FE0154'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK, STAMPED BEAVER NO
 FE0154'1 1959, CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE POST AND
 FE0154'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 110 FEET
 FE0154'WEST OF A NORTH-SOUTH FENCE LINE AND ABOUT 1 FOOT LOWER THAN
 FE0154'THE STATION MARK.
 FE0154'
 FE0154'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK, STAMPED BEAVER NO
 FE0154'2 1959, CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE POST AND
 FE0154'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 60 FEET
 FE0154'WEST OF A NORTH-SOUTH FENCE LINE AND 8 FEET SOUTHWEST OF A
 FE0154'TRIANGULAR BLAZED 12-INCH OAK TREE.
 FE0154'
 FE0154'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK, STAMPED BEAVER 1959,
 FE0154'CEMENTED IN THE TOP A 10-INCH SQUARE CONCRETE POST AND
 FE0154'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 49 FEET EAST
 FE0154'OF THE CENTER OF A WOODEN GATE, 13 FEET SOUTH OF THE CENTER OF A
 FE0154'TRACK ROAD, 2 FEET EAST OF A WITNESS SIGN AND 1 FOOT NORTH OF A WIRE
 FE0154'FENCE.
 FE0154'
 FE0154'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE0154
 FE0154                          STATION RECOVERY (1959)
 FE0154
 FE0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0154'11.2 MI SW FROM YUMA.
 FE0154'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0154'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON
 FE0154'A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0154'ROAD, THENCE 2.1 MILES SOUTH ON AN ASPHALT ROAD TO A DRIVEWAY
 FE0154'ON THE RIGHT, TURN RIGHT INTO THE DRIVE AND GO WEST PASSING
 FE0154'THROUGH A WOODEN GATE, CONTINUE STRAIGHT AHEAD TO ANOTHER GATE,
 FE0154'PASS THROUGH THE GATE AND GO WEST FOR 0.1 MILE TO A SMALL EARTH
 FE0154'DAM, CONTINUE WEST FOR 0.05 MILE TO A TRACK ROAD, TURN SOUTH INTO
 FE0154'A WOODED AREA AND GO ABOUT 120 YARDS, THENCE TURN EAST OFF TRACK
 FE0154'ROAD AND GO ABOUT 50 YARDS, ABOUT 120 YARDS SOUTH OF A SMALL
 FE0154'EARTH DAM, 27 FT. WEST OF A NORTH-SOUTH FENCE LINE, SET IN TOP
 FE0154'OF A CONCRETE POST PROFECTING 2 INCHES ABOVE THE SURFACE OF THE
 FE0154'GROUND.  THIS MARK IS ABOUT 1.3 MILES EAST OF R 216.
 FE0154
 FE0154                          STATION RECOVERY (1972)
 FE0154
 FE0154'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE0154'CONDITION OF POINT WHEN FOUND GOOD.
 FE0154'
 FE0154'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BEAVER 1959.
 FE0154'
 FE0154'ADD TO DESCRIPTION--
 FE0154'9.5 SOUTH OF I-40 RIGHT-OF-WAY FENCE.
 FE0154'2.5 WEST OF POST AND SIGN.
 FE0154'46 FT S 72 W OF A 24 INCH TWIN RED OAK.
 FE0154'
 FE0154'BEAVER RM 1-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE0154'
 FE0154'CAP MISSING.
 FE0154'
 FE0154'BEAVER RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0154'
 FE0154'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BEAVER NO 2 1959.
 FE0154'
 FE0154'ORIG DESC IS GOOD.
 FE0154'
 FE0154'TVA POST AND SIGN.
 FE0154'
 FE0154'BEAVER RM 3-CONDITION OF POINT WHEN FOUND GOOD.
 FE0154'
 FE0154'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BEAVER RM-3 1959.
 FE0154'
 FE0154'ABOUT 5 FT NORTH OF I-40 NORTH RIGHT-OF-WAY FENCE.
 FE0154'
 FE0154'ABOUT 100 FT WEST OF NORTH-SOUTH FENCELINE.
 FE0154'
 FE0154'ABOUT 61 FT EAST OF BEAVER STATION MARK.
 FE0154'
 FE0154'TVA POST AND SIGN.
 FE0154'
 FE0154'BEAVER AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0154'
 FE0154'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BEAVER 1959.
 FE0154'
 FE0154'ORIG. DESC IS GOOD.
 FE0154'
 FE0154'DISTANCE AND DIRECTION FROM NEAREST TOWN 9.5 MILES SW OF CLARKSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0155 ***********************************************************************
 FE0155  DESIGNATION -  BEAVER AZ MK
 FE0155  PID         -  FE0155
 FE0155  STATE/COUNTY-  TN/HENDERSON
 FE0155  USGS QUAD   -  CLARKSBURG (1986)
 FE0155
 FE0155                         *CURRENT SURVEY CONTROL
 FE0155  ___________________________________________________________________
 FE0155* NAD 83(1986)-  35 46 11.     (N)    088 27 12.     (W)     SCALED    
 FE0155* NAVD 88     -       163.772  (meters)     537.31   (feet)  ADJUSTED  
 FE0155  ___________________________________________________________________
 FE0155  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0155  DYNAMIC HT  -         163.627 (meters)     536.83  (feet)  COMP
 FE0155  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 FE0155
 FE0155  VERT ORDER  -  SECOND    CLASS 0
 FE0155
 FE0155.The horizontal coordinates were scaled from a topographic map and have
 FE0155.an estimated accuracy of +/- 6 seconds.
 FE0155
 FE0155.The orthometric height was determined by differential leveling
 FE0155.and adjusted by the National Geodetic Survey in June 1991..
 FE0155
 FE0155.The geoid height was determined by GEOID03.
 FE0155
 FE0155.The dynamic height is computed by dividing the NAVD 88
 FE0155.geopotential number by the normal gravity value computed on the
 FE0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0155.degrees latitude (g = 980.6199 gals.).
 FE0155
 FE0155.The modeled gravity was interpolated from observed gravity values.
 FE0155
 FE0155;                    North         East    Units  Estimated Accuracy
 FE0155;SPC TN       -   162,150.      378,190.      MT  (+/- 180 meters Scaled)
 FE0155
 FE0155                          SUPERSEDED SURVEY CONTROL
 FE0155
 FE0155  NGVD 29 (??/??/??)  163.795  (m)          537.38   (f) ADJUSTED    2 0
 FE0155
 FE0155.Superseded values are not recommended for survey control.
 FE0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0155.See file dsdata.txt to determine how the superseded data were derived.
 FE0155
 FE0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE686593(NAD 83)
 FE0155_MARKER: DZ = AZIMUTH MARK DISK
 FE0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0155_STAMPING: BEAVER 1959
 FE0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0155+STABILITY: SURFACE MOTION
 FE0155
 FE0155  HISTORY     - Date     Condition        Report By
 FE0155  HISTORY     - 1959     MONUMENTED       CGS
 FE0155  HISTORY     - 1959     GOOD             CGS
 FE0155
 FE0155                          STATION DESCRIPTION
 FE0155
 FE0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0155'11 MI SW FROM YUMA.
 FE0155'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTONOOGA AND ST. LOUIS
 FE0155'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON A
 FE0155'GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0155'ROAD, THENCE 2.1 MILES SOUTH ON AN ASPHALT ROAD TO A DRIVEWAY
 FE0155'ON THE RIGHT, TURN RIGHT INTO DRIVE AND GO WEST PASSING THROUGH
 FE0155'A WOODEN GATE, CONTINUE STRAIGHT AHEAD TO ANOTHER GATE AND THE
 FE0155'AZIMUTH MARK AS DESCRIBED, 49 FT. EAST OF THE CENTER OF A WOODEN
 FE0155'GATE, 13 FT. SOUTH OF THE CENTER OF A TRACK ROAD, 2 FT. EAST OF
 FE0155'A WITNESS SIGN, AND 1 FT. NORTH OF A WORE FENCE, SET IN TOP OF A
 FE0155'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0152 ***********************************************************************
 FE0152  DESIGNATION -  BEAVER RM 1
 FE0152  PID         -  FE0152
 FE0152  STATE/COUNTY-  TN/HENDERSON
 FE0152  USGS QUAD   -  CLARKSBURG (1986)
 FE0152
 FE0152                         *CURRENT SURVEY CONTROL
 FE0152  ___________________________________________________________________
 FE0152* NAD 83(1986)-  35 46 06.     (N)    088 27 24.     (W)     SCALED    
 FE0152* NAVD 88     -       163.050  (meters)     534.94   (feet)  ADJUSTED  
 FE0152  ___________________________________________________________________
 FE0152  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0152  DYNAMIC HT  -         162.905 (meters)     534.46  (feet)  COMP
 FE0152  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 FE0152
 FE0152  VERT ORDER  -  SECOND    CLASS 0
 FE0152
 FE0152.The horizontal coordinates were scaled from a topographic map and have
 FE0152.an estimated accuracy of +/- 6 seconds.
 FE0152
 FE0152.The orthometric height was determined by differential leveling
 FE0152.and adjusted by the National Geodetic Survey in June 1991..
 FE0152
 FE0152.The geoid height was determined by GEOID03.
 FE0152
 FE0152.The dynamic height is computed by dividing the NAVD 88
 FE0152.geopotential number by the normal gravity value computed on the
 FE0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0152.degrees latitude (g = 980.6199 gals.).
 FE0152
 FE0152.The modeled gravity was interpolated from observed gravity values.
 FE0152
 FE0152;                    North         East    Units  Estimated Accuracy
 FE0152;SPC TN       -   162,000.      377,890.      MT  (+/- 180 meters Scaled)
 FE0152
 FE0152                          SUPERSEDED SURVEY CONTROL
 FE0152
 FE0152  NGVD 29 (??/??/??)  163.074  (m)          535.02   (f) ADJUSTED    2 0
 FE0152
 FE0152.Superseded values are not recommended for survey control.
 FE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0152.See file dsdata.txt to determine how the superseded data were derived.
 FE0152
 FE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE683592(NAD 83)
 FE0152_MARKER: DR = REFERENCE MARK DISK
 FE0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0152_STAMPING: BEAVER NO 1 1959
 FE0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0152+STABILITY: SURFACE MOTION
 FE0152
 FE0152  HISTORY     - Date     Condition        Report By
 FE0152  HISTORY     - 1959     MONUMENTED       CGS
 FE0152  HISTORY     - 1959     GOOD             CGS
 FE0152
 FE0152                          STATION DESCRIPTION
 FE0152
 FE0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0152'11.2 MI SW FROM YUMA.
 FE0152'THIS MARK IS LOCATED AT THE STATION SITE, 92.7 FT. WEST OF THE
 FE0152'STATION MARK 110 FT. WEST OF A NORTH-SOUTH FENCE LINE, SET IN TOP
 FE0152'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0153 ***********************************************************************
 FE0153  DESIGNATION -  BEAVER RM 2
 FE0153  PID         -  FE0153
 FE0153  STATE/COUNTY-  TN/HENDERSON
 FE0153  USGS QUAD   -  CLARKSBURG (1986)
 FE0153
 FE0153                         *CURRENT SURVEY CONTROL
 FE0153  ___________________________________________________________________
 FE0153* NAD 83(1986)-  35 46 06.     (N)    088 27 24.     (W)     SCALED    
 FE0153* NAVD 88     -       163.998  (meters)     538.05   (feet)  ADJUSTED  
 FE0153  ___________________________________________________________________
 FE0153  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0153  DYNAMIC HT  -         163.852 (meters)     537.57  (feet)  COMP
 FE0153  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 FE0153
 FE0153  VERT ORDER  -  SECOND    CLASS 0
 FE0153
 FE0153.The horizontal coordinates were scaled from a topographic map and have
 FE0153.an estimated accuracy of +/- 6 seconds.
 FE0153
 FE0153.The orthometric height was determined by differential leveling
 FE0153.and adjusted by the National Geodetic Survey in June 1991..
 FE0153
 FE0153.The geoid height was determined by GEOID03.
 FE0153
 FE0153.The dynamic height is computed by dividing the NAVD 88
 FE0153.geopotential number by the normal gravity value computed on the
 FE0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0153.degrees latitude (g = 980.6199 gals.).
 FE0153
 FE0153.The modeled gravity was interpolated from observed gravity values.
 FE0153
 FE0153;                    North         East    Units  Estimated Accuracy
 FE0153;SPC TN       -   162,000.      377,890.      MT  (+/- 180 meters Scaled)
 FE0153
 FE0153                          SUPERSEDED SURVEY CONTROL
 FE0153
 FE0153  NGVD 29 (??/??/??)  164.022  (m)          538.13   (f) ADJUSTED    2 0
 FE0153
 FE0153.Superseded values are not recommended for survey control.
 FE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0153.See file dsdata.txt to determine how the superseded data were derived.
 FE0153
 FE0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE683592(NAD 83)
 FE0153_MARKER: DR = REFERENCE MARK DISK
 FE0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0153_STAMPING: BEAVER NO 2 1959
 FE0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0153+STABILITY: SURFACE MOTION
 FE0153
 FE0153  HISTORY     - Date     Condition        Report By
 FE0153  HISTORY     - 1959     MONUMENTED       CGS
 FE0153  HISTORY     - 1959     GOOD             CGS
 FE0153
 FE0153                          STATION DESCRIPTION
 FE0153
 FE0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0153'11.2 MI SW FROM YUMA.
 FE0153'THIS MARK IS LOCATED AT THE STATION SITE, 82.2 FT. NORTH OF THE
 FE0153'STATION MARK, 60 FT. WEST OF A NORTH-SOUTH FENCE LINE, 8 FT.
 FE0153'SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH OAK TREE, A DISK SET IN
 FE0153'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0630 ***********************************************************************
 FE0630  DESIGNATION -  BEDFORD
 FE0630  PID         -  FE0630
 FE0630  STATE/COUNTY-  TN/MADISON
 FE0630  USGS QUAD   -  CLAYBROOK (1980)
 FE0630
 FE0630                         *CURRENT SURVEY CONTROL
 FE0630  ___________________________________________________________________
 FE0630* NAD 83(1995)-  35 40 56.93180(N)    088 44 30.31955(W)     ADJUSTED  
 FE0630* NAVD 88     -       155.323  (meters)     509.59   (feet)  ADJUSTED  
 FE0630  ___________________________________________________________________
 FE0630  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FE0630  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0630  DYNAMIC HT  -         155.185 (meters)     509.14  (feet)  COMP
 FE0630  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FE0630
 FE0630  HORZ ORDER  -  SECOND
 FE0630  VERT ORDER  -  SECOND    CLASS 0
 FE0630
 FE0630.The horizontal coordinates were established by classical geodetic methods
 FE0630.and adjusted by the National Geodetic Survey in April 1999..
 FE0630
 FE0630.The orthometric height was determined by differential leveling
 FE0630.and adjusted by the National Geodetic Survey in June 1991..
 FE0630
 FE0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0630
 FE0630.The geoid height was determined by GEOID03.
 FE0630
 FE0630.The dynamic height is computed by dividing the NAVD 88
 FE0630.geopotential number by the normal gravity value computed on the
 FE0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0630.degrees latitude (g = 980.6199 gals.).
 FE0630
 FE0630.The modeled gravity was interpolated from observed gravity values.
 FE0630
 FE0630;                    North         East     Units Scale Factor Converg.
 FE0630;SPC TN       -   153,162.728   351,850.472   MT  0.99995188   -1 36 18.5
 FE0630;SPC TN       -   502,501.38  1,154,362.76   sFT  0.99995188   -1 36 18.5
 FE0630;UTM  16      - 3,950,129.539   342,385.041   MT  0.99990613   -1 00 58.2
 FE0630
 FE0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0630!SPC TN       -   0.99998005  x   0.99995188  =   0.99993193
 FE0630!UTM  16      -   0.99998005  x   0.99990613  =   0.99988618
 FE0630
 FE0630|---------------------------------------------------------------------|
 FE0630| PID    Reference Object                     Distance      Geod. Az  |
 FE0630|                                                           dddmmss.s |
 FE0630| CG3201 BEDFORD RM 1                          7.231 METERS 11336     |
 FE0630| FE0631 BEDFORD AZ MK                                      2133109.9 |
 FE0630| FE0628 BEDFORD RM 3                         17.490 METERS 21744     |
 FE0630| FE0629 BEDFORD RM 2                         16.038 METERS 29141     |
 FE0630|---------------------------------------------------------------------|
 FE0630
 FE0630                          SUPERSEDED SURVEY CONTROL
 FE0630
 FE0630  NAD 83(1995)-  35 40 56.93596(N)    088 44 30.32568(W) AD(       ) 2
 FE0630  NAD 83(1986)-  35 40 56.94302(N)    088 44 30.32099(W) AD(       ) 2
 FE0630  NAD 27      -  35 40 56.69400(N)    088 44 30.11410(W) AD(       ) 2
 FE0630  NGVD 29 (??/??/??)  155.359  (m)          509.71   (f) ADJUSTED    2 0
 FE0630
 FE0630.Superseded values are not recommended for survey control.
 FE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0630.See file dsdata.txt to determine how the superseded data were derived.
 FE0630
 FE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4238550130(NAD 83)
 FE0630_MARKER: DE = TRAVERSE STATION DISK
 FE0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0630_STAMPING: BEDFORD 1959
 FE0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0630+STABILITY: SURFACE MOTION
 FE0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0630+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 FE0630
 FE0630  HISTORY     - Date     Condition        Report By
 FE0630  HISTORY     - 1959     MONUMENTED       CGS
 FE0630  HISTORY     - 1959     GOOD             CGS
 FE0630  HISTORY     - 1959     GOOD             CGS
 FE0630  HISTORY     - 20020912 GOOD             USACE
 FE0630
 FE0630                          STATION DESCRIPTION
 FE0630
 FE0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0630'THE STATION IS LOCATED (AIRLINE) 6.0 MILES NORTHEAST OF JACKSON, 6.0
 FE0630'MILES SOUTHWEST OF SPRING CREEK, AND 3.5 MILES EAST OF GILMORE.
 FE0630'IT IS ON THE SOUTH EDGE OF THE INTERSTATE HIGHWAY 40 RIGHT-OF-WAY.
 FE0630'
 FE0630'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED BEDFORD
 FE0630'1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FE0630'PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 42.0 FEET NORTHWEST OF THE
 FE0630'APPROXIMATE CENTER OF U.S. HIGHWAY 70, 9.0 FEET SOUTH-SOUTHWEST OF
 FE0630'A WITNESS SIGN, AND 8.0 FEET SOUTH OF A FENCE LINE.
 FE0630'
 FE0630'REFERENCE MARK 1, A STANDARD DISK STAMPED BEDFORD NO 1 1959, IS SET
 FE0630'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 FE0630'INCHES ABOVE THE GROUND. IT IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN
 FE0630'THE STATION MARK.
 FE0630'
 FE0630'REFERENCE MARK 2, A STANDARD DISK STAMPED BEDFORD NO 2 1959, IS SET
 FE0630'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 FE0630'INCHES ABOVE THE GROUND. IT IS ABOUT THE SAME ELEVATION AS THE
 FE0630'STATION MARK. IT IS 1 FOOT SOUTH OF A FENCE LINE.
 FE0630'
 FE0630'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE0630'HIGHWAY 20 (ABOUT 6.5 MILES NORTHEAST OF JACKSON) GO NORTHEAST ON
 FE0630'U.S. HIGHWAY 70 FOR 0.5 MILE TO THE STATION ON THE LEFT SIDE OF THE
 FE0630'ROAD.
 FE0630'
 FE0630'HEIGHT OF LIGHT ABOVE STATION MARK 22.22 METERS.
 FE0630
 FE0630                          STATION RECOVERY (1959)
 FE0630
 FE0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0630'THE STATION WAS RECOVERED AND THE PREVIOUS TO REACH IS COMPLETELY
 FE0630'ADEQUATE. THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 FE0630'AND FOUND IN GOOD CONDITION AS DESCRIBED. REFERENCE MARK NO. 3 AND AN
 FE0630'AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY AT A LATER DATE.
 FE0630'FOLLOWING IS A DESCRIPTION OF REFERENCE MARK NO. 3 AND THE AZIMUTH
 FE0630'MARK.
 FE0630'
 FE0630'THE AZIMUTH MARK IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 70 AND
 FE0630'STATE HIGHWAY 20 AS DESCRIBED.
 FE0630'
 FE0630'REFERENCE MARK NO. 3 IS A STANDARD DISK. IT
 FE0630'IS STAMPED BEDFORD NO 3 1959 AND PROJECTS 2 INCHES ABOVE THE SURFACE
 FE0630'OF THE GROUND. THE MARK IS 65 FEET WEST-SOUTHWEST OF A WIRE FENCE AND
 FE0630'57 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 70.
 FE0630'
 FE0630'THE AZIMUTH MARK IS A STANDARD DISK. IT IS
 FE0630'STAMPED BEDFORD 1959 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 FE0630'THE MARK IS 26 FEET EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 70,
 FE0630'8 FEET NORTHEAST OF TENNESSEE HISTORICAL COMMISSION SIGN,
 FE0630'FORREST AT OLD SALEM 4.6 FEET, 5 FEET WEST-NORTHWEST OF A POWER LINE
 FE0630'POLE AND 2.7 FEET WEST-NORTHWEST OF A WITNESS SIGN.
 FE0630'
 FE0630'HEIGHT OF TOWER-64-FEET.
 FE0630
 FE0630                          STATION RECOVERY (1959)
 FE0630
 FE0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0630'12 MI NE FROM JACKSON.
 FE0630'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0630'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 8.3
 FE0630'MILES NORTHEAST ON INTERSTATE HIGHWAY 40, 0.9 MILE EAST FROM
 FE0630'TS-E1.  IT IS 42 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 70,
 FE0630'9 FEET SOUTH-SOUTHEAST OF A WITNESS SIGN, AND 8 FEET SOUTH OF A
 FE0630'FENCE LINE.  THE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT
 FE0630'WHICH PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE.
 FE0630
 FE0630                          STATION RECOVERY (2002)
 FE0630
 FE0630'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0631 ***********************************************************************
 FE0631  DESIGNATION -  BEDFORD AZ MK
 FE0631  PID         -  FE0631
 FE0631  STATE/COUNTY-  TN/MADISON
 FE0631  USGS QUAD   -  CLAYBROOK (1980)
 FE0631
 FE0631                         *CURRENT SURVEY CONTROL
 FE0631  ___________________________________________________________________
 FE0631* NAD 83(1986)-  35 40 32.     (N)    088 44 50.     (W)     SCALED    
 FE0631* NAVD 88     -       156.065  (meters)     512.02   (feet)  ADJUSTED  
 FE0631  ___________________________________________________________________
 FE0631  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0631  DYNAMIC HT  -         155.926 (meters)     511.57  (feet)  COMP
 FE0631  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 FE0631
 FE0631  VERT ORDER  -  SECOND    CLASS 0
 FE0631
 FE0631.The horizontal coordinates were scaled from a topographic map and have
 FE0631.an estimated accuracy of +/- 6 seconds.
 FE0631
 FE0631.The orthometric height was determined by differential leveling
 FE0631.and adjusted by the National Geodetic Survey in June 1991..
 FE0631
 FE0631.The geoid height was determined by GEOID03.
 FE0631
 FE0631.The dynamic height is computed by dividing the NAVD 88
 FE0631.geopotential number by the normal gravity value computed on the
 FE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0631.degrees latitude (g = 980.6199 gals.).
 FE0631
 FE0631.The modeled gravity was interpolated from observed gravity values.
 FE0631
 FE0631;                    North         East    Units  Estimated Accuracy
 FE0631;SPC TN       -   152,410.      351,330.      MT  (+/- 180 meters Scaled)
 FE0631
 FE0631                          SUPERSEDED SURVEY CONTROL
 FE0631
 FE0631  NGVD 29 (??/??/??)  156.100  (m)          512.14   (f) ADJUSTED    2 0
 FE0631
 FE0631.Superseded values are not recommended for survey control.
 FE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0631.See file dsdata.txt to determine how the superseded data were derived.
 FE0631
 FE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE418493(NAD 83)
 FE0631_MARKER: DZ = AZIMUTH MARK DISK
 FE0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0631_STAMPING: BEDFORD 1959
 FE0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0631+STABILITY: SURFACE MOTION
 FE0631
 FE0631  HISTORY     - Date     Condition        Report By
 FE0631  HISTORY     - 1959     MONUMENTED       CGS
 FE0631  HISTORY     - 1959     GOOD             CGS
 FE0631  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0631
 FE0631                          STATION DESCRIPTION
 FE0631
 FE0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0631'12.5 MI NW FROM JACKSON.
 FE0631'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0631'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20, IN JACKSON, THENCE
 FE0631'NORTHEAST ON INTERSTATE HIGHWAY 40 FOR 8.85 MILES, 0.55 SOUTHWEST
 FE0631'FROM BEDFORD TRIANGULATION STATION.  THE MARK IS 26.5 FEET
 FE0631'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 70, 5 FEET EAST
 FE0631'OF A POWER LINE POLE, 59 FEET EAST-NORTHEAST OF A HIGHWAY
 FE0631'MILEAGE POST.  THE MARK IS SET IN THE TOP OF A CONCRETE POST,
 FE0631'WHICH IS FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.  THE
 FE0631'MARK IS LOCATED IN THE CENTER ISLAND OF THE JUNCTION OF U.S.
 FE0631'HIGHWAY 70 STATE HIGHWAY 20.
 FE0631
 FE0631                          STATION RECOVERY (2002)
 FE0631
 FE0631'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0631'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0629 ***********************************************************************
 FE0629  DESIGNATION -  BEDFORD RM 2
 FE0629  PID         -  FE0629
 FE0629  STATE/COUNTY-  TN/MADISON
 FE0629  USGS QUAD   -  CLAYBROOK (1980)
 FE0629
 FE0629                         *CURRENT SURVEY CONTROL
 FE0629  ___________________________________________________________________
 FE0629* NAD 83(1986)-  35 40 55.     (N)    088 44 30.     (W)     SCALED    
 FE0629* NAVD 88     -       155.333  (meters)     509.62   (feet)  ADJUSTED  
 FE0629  ___________________________________________________________________
 FE0629  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0629  DYNAMIC HT  -         155.195 (meters)     509.17  (feet)  COMP
 FE0629  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE0629
 FE0629  VERT ORDER  -  SECOND    CLASS 0
 FE0629
 FE0629.The horizontal coordinates were scaled from a topographic map and have
 FE0629.an estimated accuracy of +/- 6 seconds.
 FE0629
 FE0629.The orthometric height was determined by differential leveling
 FE0629.and adjusted by the National Geodetic Survey in June 1991..
 FE0629
 FE0629.The geoid height was determined by GEOID03.
 FE0629
 FE0629.The dynamic height is computed by dividing the NAVD 88
 FE0629.geopotential number by the normal gravity value computed on the
 FE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0629.degrees latitude (g = 980.6199 gals.).
 FE0629
 FE0629.The modeled gravity was interpolated from observed gravity values.
 FE0629
 FE0629;                    North         East    Units  Estimated Accuracy
 FE0629;SPC TN       -   153,100.      351,860.      MT  (+/- 180 meters Scaled)
 FE0629
 FE0629                          SUPERSEDED SURVEY CONTROL
 FE0629
 FE0629  NGVD 29 (??/??/??)  155.369  (m)          509.74   (f) ADJUSTED    2 0
 FE0629
 FE0629.Superseded values are not recommended for survey control.
 FE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0629.See file dsdata.txt to determine how the superseded data were derived.
 FE0629
 FE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE423500(NAD 83)
 FE0629_MARKER: DR = REFERENCE MARK DISK
 FE0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0629_STAMPING: BEDFORD NO 2 1959
 FE0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0629+STABILITY: SURFACE MOTION
 FE0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0629+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 FE0629
 FE0629  HISTORY     - Date     Condition        Report By
 FE0629  HISTORY     - 1959     MONUMENTED       CGS
 FE0629  HISTORY     - 1959     GOOD             CGS
 FE0629  HISTORY     - 20020912 GOOD             USACE
 FE0629
 FE0629                          STATION DESCRIPTION
 FE0629
 FE0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0629'12 MI NE FROM JACKSON.
 FE0629'IT IS LOCATED AT THE BEDFORD 1959 STATION SITE, 52.6 FEET
 FE0629'WEST-NORTHWEST OF THE STATION, 1 FOOT SOUTH OF A FENCE LINE,
 FE0629'AND ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK IS SET
 FE0629'IN THE TOP OF A CONCRETE POST, PROJECTS ABOUT 4 INCHES.
 FE0629
 FE0629                          STATION RECOVERY (2002)
 FE0629
 FE0629'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0628 ***********************************************************************
 FE0628  DESIGNATION -  BEDFORD RM 3
 FE0628  PID         -  FE0628
 FE0628  STATE/COUNTY-  TN/MADISON
 FE0628  USGS QUAD   -  CLAYBROOK (1980)
 FE0628
 FE0628                         *CURRENT SURVEY CONTROL
 FE0628  ___________________________________________________________________
 FE0628* NAD 83(1986)-  35 40 56.     (N)    088 44 30.     (W)     SCALED    
 FE0628* NAVD 88     -       154.984  (meters)     508.48   (feet)  ADJUSTED  
 FE0628  ___________________________________________________________________
 FE0628  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0628  DYNAMIC HT  -         154.846 (meters)     508.02  (feet)  COMP
 FE0628  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FE0628
 FE0628  VERT ORDER  -  SECOND    CLASS 0
 FE0628
 FE0628.The horizontal coordinates were scaled from a topographic map and have
 FE0628.an estimated accuracy of +/- 6 seconds.
 FE0628
 FE0628.The orthometric height was determined by differential leveling
 FE0628.and adjusted by the National Geodetic Survey in June 1991..
 FE0628
 FE0628.The geoid height was determined by GEOID03.
 FE0628
 FE0628.The dynamic height is computed by dividing the NAVD 88
 FE0628.geopotential number by the normal gravity value computed on the
 FE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0628.degrees latitude (g = 980.6199 gals.).
 FE0628
 FE0628.The modeled gravity was interpolated from observed gravity values.
 FE0628
 FE0628;                    North         East    Units  Estimated Accuracy
 FE0628;SPC TN       -   153,130.      351,860.      MT  (+/- 180 meters Scaled)
 FE0628
 FE0628                          SUPERSEDED SURVEY CONTROL
 FE0628
 FE0628  NGVD 29 (??/??/??)  155.020  (m)          508.59   (f) ADJUSTED    2 0
 FE0628
 FE0628.Superseded values are not recommended for survey control.
 FE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0628.See file dsdata.txt to determine how the superseded data were derived.
 FE0628
 FE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE423501(NAD 83)
 FE0628_MARKER: DR = REFERENCE MARK DISK
 FE0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0628_STAMPING: BEDFORD NO 3 1959
 FE0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0628+STABILITY: SURFACE MOTION
 FE0628
 FE0628  HISTORY     - Date     Condition        Report By
 FE0628  HISTORY     - 1959     MONUMENTED       CGS
 FE0628  HISTORY     - 1959     GOOD             CGS
 FE0628
 FE0628                          STATION DESCRIPTION
 FE0628
 FE0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0628'12 MI NE FROM JACKSON.
 FE0628'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0628'OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN JACKSON, THENCE 8.3
 FE0628'MILES NORTHEAST ON INTERSTATE HIGHWAY 40, 0.9 MILE EAST FROM
 FE0628'TS-E1.  IT IS 57.4 FEET SOUTH OF THE TRIANGULATION STATION BEDFORD
 FE0628'1959 AND ABOUT 1 FOOT HIGHER.  THE MARK IS SET IN A CONCRETE
 FE0628'POST WHICH PROJECTS ABOUT 2 INCHES AND IS 59 FEET EAST OF THE
 FE0628'CENTER LINE OF U.S. HIGHWAY 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0404 ***********************************************************************
 FD0404  DESIGNATION -  BEECH
 FD0404  PID         -  FD0404
 FD0404  STATE/COUNTY-  TN/GILES
 FD0404  USGS QUAD   -  TARPLEY (1982)
 FD0404
 FD0404                         *CURRENT SURVEY CONTROL
 FD0404  ___________________________________________________________________
 FD0404* NAD 83(1995)-  35 13 58.93855(N)    086 53 25.45678(W)     ADJUSTED  
 FD0404* NAVD 88     -       298.235  (meters)     978.46   (feet)  ADJUSTED  
 FD0404  ___________________________________________________________________
 FD0404  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FD0404  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0404  DYNAMIC HT  -         297.958 (meters)     977.55  (feet)  COMP
 FD0404  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0404
 FD0404  HORZ ORDER  -  SECOND
 FD0404  VERT ORDER  -  SECOND    CLASS 0
 FD0404
 FD0404.The horizontal coordinates were established by classical geodetic methods
 FD0404.and adjusted by the National Geodetic Survey in April 1999..
 FD0404
 FD0404.The orthometric height was determined by differential leveling
 FD0404.and adjusted by the National Geodetic Survey in June 1991..
 FD0404
 FD0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0404
 FD0404.The geoid height was determined by GEOID03.
 FD0404
 FD0404.The dynamic height is computed by dividing the NAVD 88
 FD0404.geopotential number by the normal gravity value computed on the
 FD0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0404.degrees latitude (g = 980.6199 gals.).
 FD0404
 FD0404.The modeled gravity was interpolated from observed gravity values.
 FD0404
 FD0404;                    North         East     Units Scale Factor Converg.
 FD0404;SPC TN       -   100,191.452   518,948.582   MT  1.00000304   -0 31 16.6
 FD0404;SPC TN       -   328,711.46  1,702,583.81   sFT  1.00000304   -0 31 16.6
 FD0404;UTM  16      - 3,898,892.146   509,972.322   MT  0.99960123   +0 03 47.6
 FD0404
 FD0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0404!SPC TN       -   0.99995753  x   1.00000304  =   0.99996057
 FD0404!UTM  16      -   0.99995753  x   0.99960123  =   0.99955878
 FD0404
 FD0404|---------------------------------------------------------------------|
 FD0404| PID    Reference Object                     Distance      Geod. Az  |
 FD0404|                                                           dddmmss.s |
 FD0404| FD0104 BEECH RM 1                           10.578 METERS 07441     |
 FD0404| FD0406 HILL                                APPROX. 0.9 KM 1734804.3 |
 FD0404| FD0106 BEECH RM 2                            9.516 METERS 18154     |
 FD0404|---------------------------------------------------------------------|
 FD0404
 FD0404                          SUPERSEDED SURVEY CONTROL
 FD0404
 FD0404  NAD 83(1995)-  35 13 58.94058(N)    086 53 25.45683(W) AD(       ) 2
 FD0404  NAD 83(1995)-  35 13 58.94345(N)    086 53 25.45936(W) AD(       ) 2
 FD0404  NAD 83(1986)-  35 13 58.94763(N)    086 53 25.45787(W) AD(       ) 2
 FD0404  NAD 27      -  35 13 58.66300(N)    086 53 25.44680(W) AD(       ) 2
 FD0404  NGVD 29 (??/??/92)  298.212  (m)          978.38   (f) ADJ UNCH    2 0
 FD0404
 FD0404.Superseded values are not recommended for survey control.
 FD0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0404.See file dsdata.txt to determine how the superseded data were derived.
 FD0404
 FD0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0997298892(NAD 83)
 FD0404_MARKER: DE = TRAVERSE STATION DISK
 FD0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0404_STAMPING: BEECH 1960
 FD0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0404+STABILITY: SURFACE MOTION
 FD0404
 FD0404  HISTORY     - Date     Condition        Report By
 FD0404  HISTORY     - 1960     MONUMENTED       CGS
 FD0404  HISTORY     - 1960     GOOD             CGS
 FD0404
 FD0404                          STATION DESCRIPTION
 FD0404
 FD0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0404'THE STATION IS LOCATED ON THE PROPERTY OF MR FULTON, ABOUT 3.5 MILES
 FD0404'NORTHWEST OF FRANKEWING,
 FD0404'ABOUT 0.2 MILE NORTH OF THE BEECH HILL HIGH SCHOOL,
 FD0404'AND ON THE SUMMIT OF A ROUND HILL
 FD0404'WHICH IS BARE ON THE TOP, AND HAS
 FD0404'TREES ON THE SOUTHEAST AND NORTHEAST SIDES.
 FD0404'
 FD0404'TO REACH THE STATION FROM THE BEECH HILL HIGH SCHOOL IN THE SMALL
 FD0404'SETTLEMENT OF BEECH HILL,
 FD0404'PACK NORTH ABOUT 0.2 MILE TO THE SUMMIT OF A HILL AND THE
 FD0404'STATION.
 FD0404'
 FD0404'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0404'MONUMENT, STAMPED
 FD0404'BEECH 1960, AND SET FLUSH.  IT IS 2.8 FEET NORTHWEST OF A
 FD0404'WITNESS SIGN, AND SET ON
 FD0404'ABOUT THE HIGHEST PART OF THE HILL.
 FD0404'
 FD0404'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0404'STAMPED BEECH NO 1 1960,
 FD0404'AND SET FLUSH.  IT IS 34.4 FEET NORTHEAST OF A
 FD0404'WITNESS SIGN, AND SET ABOUT THE
 FD0404'SAME ELEVATION AS THE STATION MARK.
 FD0404'
 FD0404'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0404'STAMPED BEECH NO 2 1960,
 FD0404'AND SET FLUSH.  IT IS 29.0 FEET SOUTH OF A WITNESS
 FD0404'SIGN, AND SET ABOUT THE SAME
 FD0404'ELEVATION AS THE STATION MARK.
 FD0404'
 FD0404'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0404'53.1 FEET.
 FD0404'
 FD0404'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0404'STATION HILL WILL SERVE
 FD0404'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0404'
 FD0404'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FD0404
 FD0404                          STATION RECOVERY (1960)
 FD0404
 FD0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0404'AT BEECH HILL.
 FD0404'THE STATION MARK IS LOCATED ON THE PROPERTY OF MR. FULTON,
 FD0404'ABOUT 0.2 MILE NORTH OF THE BEECH HILL SCHOOL, AND ON THE SUMMIT
 FD0404'OF A ROUND HILL WHICH IS BARE ON THE TOP AND HAS TREES ON THE
 FD0404'SOUTHEAST AND NORTHEAST SIDES.  THE STATION MARK IS 2.8 FT.
 FD0404'NORTHWEST OF A WITNESS SIGN, AND SET ON ABOUT THE HIGHEST PART
 FD0404'OF THE HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0404'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0105 ***********************************************************************
 FD0105  DESIGNATION -  BEECH
 FD0105  PID         -  FD0105
 FD0105  STATE/COUNTY-  TN/BEDFORD
 FD0105  USGS QUAD   -  BEECHGROVE (1981)
 FD0105
 FD0105                         *CURRENT SURVEY CONTROL
 FD0105  ___________________________________________________________________
 FD0105* NAD 83(1995)-  35 37 40.26072(N)    086 14 42.57228(W)     ADJUSTED  
 FD0105* NAVD 88     -       317.776  (meters)    1042.57   (feet)  ADJUSTED  
 FD0105  ___________________________________________________________________
 FD0105  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 FD0105  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0105  DYNAMIC HT  -         317.483 (meters)    1041.61  (feet)  COMP
 FD0105  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0105
 FD0105  HORZ ORDER  -  SECOND
 FD0105  VERT ORDER  -  SECOND    CLASS 0
 FD0105
 FD0105.The horizontal coordinates were established by classical geodetic methods
 FD0105.and adjusted by the National Geodetic Survey in April 1999..
 FD0105
 FD0105.The orthometric height was determined by differential leveling
 FD0105.and adjusted by the National Geodetic Survey in June 1991..
 FD0105
 FD0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0105
 FD0105.The geoid height was determined by GEOID03.
 FD0105
 FD0105.The dynamic height is computed by dividing the NAVD 88
 FD0105.geopotential number by the normal gravity value computed on the
 FD0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0105.degrees latitude (g = 980.6199 gals.).
 FD0105
 FD0105.The modeled gravity was interpolated from observed gravity values.
 FD0105
 FD0105;                    North         East     Units Scale Factor Converg.
 FD0105;SPC TN       -   143,653.225   577,793.203   MT  0.99995484   -0 08 36.7
 FD0105;SPC TN       -   471,302.29  1,895,643.20   sFT  0.99995484   -0 08 36.7
 FD0105;UTM  16      - 3,942,935.166   568,350.866   MT  0.99965757   +0 26 23.0
 FD0105
 FD0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0105!SPC TN       -   0.99995462  x   0.99995484  =   0.99990946
 FD0105!UTM  16      -   0.99995462  x   0.99965757  =   0.99961220
 FD0105
 FD0105:                Primary Azimuth Mark                     Grid Az
 FD0105:SPC TN       -  COFFEE                                   175 14 10.4
 FD0105:UTM  16      -  COFFEE                                   174 39 10.7
 FD0105
 FD0105|---------------------------------------------------------------------|
 FD0105| PID    Reference Object                     Distance      Geod. Az  |
 FD0105|                                                           dddmmss.s |
 FD0105| FD1406 COFFEE                              APPROX. 3.9 KM 1750533.7 |
 FD0105| FD0104 BEECH RM 1                            9.722 METERS 17720     |
 FD0105| FD0106 BEECH RM 2                           11.292 METERS 32142     |
 FD0105|---------------------------------------------------------------------|
 FD0105
 FD0105                          SUPERSEDED SURVEY CONTROL
 FD0105
 FD0105  NAD 83(1995)-  35 37 40.26762(N)    086 14 42.57331(W) AD(       ) 2
 FD0105  NAD 83(1986)-  35 37 40.27176(N)    086 14 42.57095(W) AD(       ) 2
 FD0105  NAD 27      -  35 37 40.00940(N)    086 14 42.59390(W) AD(       ) 2
 FD0105  NGVD 29 (??/??/92)  317.775  (m)         1042.57   (f) ADJ UNCH    2 0
 FD0105
 FD0105.Superseded values are not recommended for survey control.
 FD0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0105.See file dsdata.txt to determine how the superseded data were derived.
 FD0105
 FD0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6835142935(NAD 83)
 FD0105_MARKER: DE = TRAVERSE STATION DISK
 FD0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0105_STAMPING: BEECH 1960
 FD0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0105+STABILITY: SURFACE MOTION
 FD0105
 FD0105  HISTORY     - Date     Condition        Report By
 FD0105  HISTORY     - 1960     MONUMENTED       CGS
 FD0105  HISTORY     - 1960     GOOD             CGS
 FD0105
 FD0105                          STATION DESCRIPTION
 FD0105
 FD0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0105'THE STATION IS LOCATED ABOUT 0.25 MILE WEST OF THE POST OFFICE IN
 FD0105'BEECH GROVE, ON A BARE
 FD0105'HILL.
 FD0105'
 FD0105'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0105'NORTHWEST ON U S HIGHWAY
 FD0105'41 FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, WEST,
 FD0105'AND GO 0.05 MILE TO A WOOD
 FD0105'GATE ON THE LEFT, JUST WEST OF A CHURCH.
 FD0105'A 4-WHEEL DRIVE MAY BE DRIVEN SOUTHWEST,
 FD0105'PICKING WAY UP HILL, FOR
 FD0105'ABOUT 0.15 MILE TO THE SUMMIT AND THE STATION.
 FD0105'
 FD0105'THE STATION IS 2.7 FEET WEST OF A WITNESS POST AND ABOUT 100 FEET
 FD0105'EAST OF THE HIGHEST POINT
 FD0105'OF THE HILL.  IT IS A STANDARD TRAVERSE DISK SET IN A
 FD0105'10-INCH SQUARE CONCRETE POST,
 FD0105'FLUSH, AND STAMPED BEECH 1960.
 FD0105'
 FD0105'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FD0105'CONCRETE POST,
 FD0105'FLUSH, AND STAMPED BEECH NO 1 1960.
 FD0105'
 FD0105'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FD0105'CONCRETE POST,
 FD0105'FLUSH, AND STAMPED BEECH NO 2 1960.
 FD0105'
 FD0105'TRAVERSE STATION COFFEE WAS USED AS THE AZIMUTH MARK.  A TELLUROMETER
 FD0105'TRAVERSE CONNECTION WAS
 FD0105'MADE.  SEE DESCRIPTION THEREOF.
 FD0105
 FD0105                          STATION RECOVERY (1960)
 FD0105
 FD0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0105'0.4 MI W FROM BEECH GROVE.
 FD0105'FROM THE POST OFFICE IN BEECH GROVE, GO NORTHWEST ON U.S. HIGHWAY
 FD0105'41 FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, WEST,
 FD0105'AND GO 0.05 MILE TO A WOOD GATE ON THE LEFT, JUST WEST OF A
 FD0105'CHURCH, THEN GO 0.15 MILE SOUTHWEST TO THE SUMMIT OF THE HILL
 FD0105'AND THE STATION.  THE STATION MARK IS 2.7 FT. WEST OF A WITNESS
 FD0105'SIGN AND ABOUT 100 FT. EAST OF THE HIGHEST POINT OF THE HILL.  THE
 FD0105'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0105'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0405 ***********************************************************************
 FD0405  DESIGNATION -  BEECH RM 1
 FD0405  PID         -  FD0405
 FD0405  STATE/COUNTY-  TN/GILES
 FD0405  USGS QUAD   -  TARPLEY (1982)
 FD0405
 FD0405                         *CURRENT SURVEY CONTROL
 FD0405  ___________________________________________________________________
 FD0405* NAD 83(1986)-  35 13 58.     (N)    086 53 25.     (W)     SCALED    
 FD0405* NAVD 88     -       297.635  (meters)     976.49   (feet)  ADJUSTED  
 FD0405  ___________________________________________________________________
 FD0405  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0405  DYNAMIC HT  -         297.359 (meters)     975.59  (feet)  COMP
 FD0405  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0405
 FD0405  VERT ORDER  -  SECOND    CLASS 0
 FD0405
 FD0405.The horizontal coordinates were scaled from a topographic map and have
 FD0405.an estimated accuracy of +/- 6 seconds.
 FD0405
 FD0405.The orthometric height was determined by differential leveling
 FD0405.and adjusted by the National Geodetic Survey in June 1991..
 FD0405
 FD0405.The geoid height was determined by GEOID03.
 FD0405
 FD0405.The dynamic height is computed by dividing the NAVD 88
 FD0405.geopotential number by the normal gravity value computed on the
 FD0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0405.degrees latitude (g = 980.6199 gals.).
 FD0405
 FD0405.The modeled gravity was interpolated from observed gravity values.
 FD0405
 FD0405;                    North         East    Units  Estimated Accuracy
 FD0405;SPC TN       -   100,160.      518,960.      MT  (+/- 180 meters Scaled)
 FD0405
 FD0405                          SUPERSEDED SURVEY CONTROL
 FD0405
 FD0405  NGVD 29 (??/??/92)  297.612  (m)          976.42   (f) ADJ UNCH    2 0
 FD0405
 FD0405.Superseded values are not recommended for survey control.
 FD0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0405.See file dsdata.txt to determine how the superseded data were derived.
 FD0405
 FD0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED099988(NAD 83)
 FD0405_MARKER: DR = REFERENCE MARK DISK
 FD0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0405_STAMPING: BEECH NO 1 1960
 FD0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0405+STABILITY: SURFACE MOTION
 FD0405
 FD0405  HISTORY     - Date     Condition        Report By
 FD0405  HISTORY     - 1960     MONUMENTED       CGS
 FD0405
 FD0405                          STATION DESCRIPTION
 FD0405
 FD0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0405'AT BEECH HILL.
 FD0405'THIS MARK IS LOCATED AT THE BEECH 1960 STATION SITE, 34.7 FT.
 FD0405'EAST OF THE STATION MARK, AND 34.4 FT. NORTHEAST OF A WITNESS
 FD0405'SIGN, AND ABOUT THE SAME ELEVATION OF THE STATION.  THE DISK
 FD0405'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0104 ***********************************************************************
 FD0104  DESIGNATION -  BEECH RM 1
 FD0104  PID         -  FD0104
 FD0104  STATE/COUNTY-  TN/BEDFORD
 FD0104  USGS QUAD   -  BEECHGROVE (1981)
 FD0104
 FD0104                         *CURRENT SURVEY CONTROL
 FD0104  ___________________________________________________________________
 FD0104* NAD 83(1986)-  35 37 40.     (N)    086 14 42.     (W)     SCALED    
 FD0104* NAVD 88     -       317.459  (meters)    1041.53   (feet)  ADJUSTED  
 FD0104  ___________________________________________________________________
 FD0104  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0104  DYNAMIC HT  -         317.166 (meters)    1040.57  (feet)  COMP
 FD0104  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0104
 FD0104  VERT ORDER  -  SECOND    CLASS 0
 FD0104
 FD0104.The horizontal coordinates were scaled from a topographic map and have
 FD0104.an estimated accuracy of +/- 6 seconds.
 FD0104
 FD0104.The orthometric height was determined by differential leveling
 FD0104.and adjusted by the National Geodetic Survey in June 1991..
 FD0104
 FD0104.The geoid height was determined by GEOID03.
 FD0104
 FD0104.The dynamic height is computed by dividing the NAVD 88
 FD0104.geopotential number by the normal gravity value computed on the
 FD0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0104.degrees latitude (g = 980.6199 gals.).
 FD0104
 FD0104.The modeled gravity was interpolated from observed gravity values.
 FD0104
 FD0104;                    North         East    Units  Estimated Accuracy
 FD0104;SPC TN       -   143,650.      577,810.      MT  (+/- 180 meters Scaled)
 FD0104
 FD0104                          SUPERSEDED SURVEY CONTROL
 FD0104
 FD0104  NGVD 29 (??/??/92)  317.458  (m)         1041.53   (f) ADJ UNCH    2 0
 FD0104
 FD0104.Superseded values are not recommended for survey control.
 FD0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0104.See file dsdata.txt to determine how the superseded data were derived.
 FD0104
 FD0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE683429(NAD 83)
 FD0104_MARKER: DR = REFERENCE MARK DISK
 FD0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0104_STAMPING: BEECH NO 1 1960
 FD0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0104+STABILITY: SURFACE MOTION
 FD0104
 FD0104  HISTORY     - Date     Condition        Report By
 FD0104  HISTORY     - 1960     MONUMENTED       CGS
 FD0104
 FD0104                          STATION DESCRIPTION
 FD0104
 FD0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0104'0.4 MI W FROM BEECH GROVE.
 FD0104'THIS MARK IS LOCATED AT THE BEECH 1960 STATION SITE, 32 FT.
 FD0104'SOUTH OF THE STATION MARK.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0104'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0403 ***********************************************************************
 FD0403  DESIGNATION -  BEECH RM 2
 FD0403  PID         -  FD0403
 FD0403  STATE/COUNTY-  TN/GILES
 FD0403  USGS QUAD   -  TARPLEY (1982)
 FD0403
 FD0403                         *CURRENT SURVEY CONTROL
 FD0403  ___________________________________________________________________
 FD0403* NAD 83(1986)-  35 13 58.     (N)    086 53 25.     (W)     SCALED    
 FD0403* NAVD 88     -       298.127  (meters)     978.11   (feet)  ADJUSTED  
 FD0403  ___________________________________________________________________
 FD0403  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0403  DYNAMIC HT  -         297.850 (meters)     977.20  (feet)  COMP
 FD0403  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0403
 FD0403  VERT ORDER  -  SECOND    CLASS 0
 FD0403
 FD0403.The horizontal coordinates were scaled from a topographic map and have
 FD0403.an estimated accuracy of +/- 6 seconds.
 FD0403
 FD0403.The orthometric height was determined by differential leveling
 FD0403.and adjusted by the National Geodetic Survey in June 1991..
 FD0403
 FD0403.The geoid height was determined by GEOID03.
 FD0403
 FD0403.The dynamic height is computed by dividing the NAVD 88
 FD0403.geopotential number by the normal gravity value computed on the
 FD0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0403.degrees latitude (g = 980.6199 gals.).
 FD0403
 FD0403.The modeled gravity was interpolated from observed gravity values.
 FD0403
 FD0403;                    North         East    Units  Estimated Accuracy
 FD0403;SPC TN       -   100,160.      518,960.      MT  (+/- 180 meters Scaled)
 FD0403
 FD0403                          SUPERSEDED SURVEY CONTROL
 FD0403
 FD0403  NGVD 29 (??/??/92)  298.103  (m)          978.03   (f) ADJ UNCH    2 0
 FD0403
 FD0403.Superseded values are not recommended for survey control.
 FD0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0403.See file dsdata.txt to determine how the superseded data were derived.
 FD0403
 FD0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED099988(NAD 83)
 FD0403_MARKER: DR = REFERENCE MARK DISK
 FD0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0403_STAMPING: BEECH NO 2 1960
 FD0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0403+STABILITY: SURFACE MOTION
 FD0403
 FD0403  HISTORY     - Date     Condition        Report By
 FD0403  HISTORY     - 1960     MONUMENTED       CGS
 FD0403
 FD0403                          STATION DESCRIPTION
 FD0403
 FD0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0403'AT BEECH HILL.
 FD0403'THIS MARK IS LOCATED AT THE BEECH 1960 STATION SITE, 31.2 FT.
 FD0403'SOUTH OF THE STATION AND 29 FT. SOUTH OF A WITNESS SIGN.  THE
 FD0403'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0403'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0106 ***********************************************************************
 FD0106  DESIGNATION -  BEECH RM 2
 FD0106  PID         -  FD0106
 FD0106  STATE/COUNTY-  TN/BEDFORD
 FD0106  USGS QUAD   -  BEECHGROVE (1981)
 FD0106
 FD0106                         *CURRENT SURVEY CONTROL
 FD0106  ___________________________________________________________________
 FD0106* NAD 83(1986)-  35 37 40.     (N)    086 14 42.     (W)     SCALED    
 FD0106* NAVD 88     -       317.622  (meters)    1042.06   (feet)  ADJUSTED  
 FD0106  ___________________________________________________________________
 FD0106  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0106  DYNAMIC HT  -         317.330 (meters)    1041.11  (feet)  COMP
 FD0106  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FD0106
 FD0106  VERT ORDER  -  SECOND    CLASS 0
 FD0106
 FD0106.The horizontal coordinates were scaled from a topographic map and have
 FD0106.an estimated accuracy of +/- 6 seconds.
 FD0106
 FD0106.The orthometric height was determined by differential leveling
 FD0106.and adjusted by the National Geodetic Survey in June 1991..
 FD0106
 FD0106.The geoid height was determined by GEOID03.
 FD0106
 FD0106.The dynamic height is computed by dividing the NAVD 88
 FD0106.geopotential number by the normal gravity value computed on the
 FD0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0106.degrees latitude (g = 980.6199 gals.).
 FD0106
 FD0106.The modeled gravity was interpolated from observed gravity values.
 FD0106
 FD0106;                    North         East    Units  Estimated Accuracy
 FD0106;SPC TN       -   143,650.      577,810.      MT  (+/- 180 meters Scaled)
 FD0106
 FD0106                          SUPERSEDED SURVEY CONTROL
 FD0106
 FD0106  NGVD 29 (??/??/92)  317.621  (m)         1042.06   (f) ADJ UNCH    2 0
 FD0106
 FD0106.Superseded values are not recommended for survey control.
 FD0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0106.See file dsdata.txt to determine how the superseded data were derived.
 FD0106
 FD0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE683429(NAD 83)
 FD0106_MARKER: DR = REFERENCE MARK DISK
 FD0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0106_STAMPING: BEECH NO 2 1960
 FD0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0106+STABILITY: SURFACE MOTION
 FD0106
 FD0106  HISTORY     - Date     Condition        Report By
 FD0106  HISTORY     - 1960     MONUMENTED       CGS
 FD0106
 FD0106                          STATION DESCRIPTION
 FD0106
 FD0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0106'0.4 MI W FROM BEECH GROVE.
 FD0106'THIS MARK IS LOCATED AT THE BEECH 1960 STATION SITE, 37 FT.
 FD0106'NORTHWEST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A
 FD0106'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1271 ***********************************************************************
 FC1271  DESIGNATION -  BEL
 FC1271  PID         -  FC1271
 FC1271  STATE/COUNTY-  TN/HAMILTON
 FC1271  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1271
 FC1271                         *CURRENT SURVEY CONTROL
 FC1271  ___________________________________________________________________
 FC1271* NAD 83(1995)-  35 00 39.48615(N)    085 14 32.64585(W)     ADJUSTED  
 FC1271* NAVD 88     -       231.218  (meters)     758.59   (feet)  ADJUSTED  
 FC1271  ___________________________________________________________________
 FC1271  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 FC1271  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1271  DYNAMIC HT  -         230.989 (meters)     757.84  (feet)  COMP
 FC1271  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 FC1271
 FC1271  HORZ ORDER  -  SECOND
 FC1271  VERT ORDER  -  FIRST     CLASS II
 FC1271
 FC1271.The horizontal coordinates were established by classical geodetic methods
 FC1271.and adjusted by the National Geodetic Survey in April 1999..
 FC1271
 FC1271.The orthometric height was determined by differential leveling
 FC1271.and adjusted by the National Geodetic Survey in June 1991..
 FC1271
 FC1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1271
 FC1271.The geoid height was determined by GEOID03.
 FC1271
 FC1271.The dynamic height is computed by dividing the NAVD 88
 FC1271.geopotential number by the normal gravity value computed on the
 FC1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1271.degrees latitude (g = 980.6199 gals.).
 FC1271
 FC1271.The modeled gravity was interpolated from observed gravity values.
 FC1271
 FC1271;                    North         East     Units Scale Factor Converg.
 FC1271;SPC TN       -    75,452.692   669,153.360   MT  1.00005078   +0 26 36.7
 FC1271;SPC TN       -   247,547.71  2,195,380.65   sFT  1.00005078   +0 26 36.7
 FC1271;UTM  16      - 3,875,670.925   660,371.022   MT  0.99991698   +1 00 31.0
 FC1271
 FC1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1271!SPC TN       -   0.99996838  x   1.00005078  =   1.00001916
 FC1271!UTM  16      -   0.99996838  x   0.99991698  =   0.99988536
 FC1271
 FC1271|---------------------------------------------------------------------|
 FC1271| PID    Reference Object                     Distance      Geod. Az  |
 FC1271|                                                           dddmmss.s |
 FC1271| FC1270 BEL RM 1                             11.361 METERS 11404     |
 FC1271| FC1273 BEL AZ MK                                          2934229.5 |
 FC1271| FC1272 BEL RM 2                             13.271 METERS 29408     |
 FC1271|---------------------------------------------------------------------|
 FC1271
 FC1271                          SUPERSEDED SURVEY CONTROL
 FC1271
 FC1271  NAD 83(1995)-  35 00 39.48678(N)    085 14 32.64633(W) AD(       ) 2
 FC1271  NAD 83(1995)-  35 00 39.48626(N)    085 14 32.64881(W) AD(       ) 2
 FC1271  NAD 83(1995)-  35 00 39.48686(N)    085 14 32.64677(W) AD(       ) 2
 FC1271  NAD 83(1986)-  35 00 39.48712(N)    085 14 32.64626(W) AD(       ) 2
 FC1271  NAD 27      -  35 00 39.21780(N)    085 14 32.80590(W) AD(       ) 2
 FC1271  NGVD 29 (??/??/92)  231.233  (m)          758.64   (f) ADJ UNCH    1 2
 FC1271
 FC1271.Superseded values are not recommended for survey control.
 FC1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1271.See file dsdata.txt to determine how the superseded data were derived.
 FC1271
 FC1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6037175671(NAD 83)
 FC1271_MARKER: DE = TRAVERSE STATION DISK
 FC1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1271_SP_SET: CURB
 FC1271_STAMPING: BEL 1962
 FC1271_MARK LOGO: CGS   
 FC1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1271
 FC1271  HISTORY     - Date     Condition        Report By
 FC1271  HISTORY     - 1962     MONUMENTED       CGS
 FC1271  HISTORY     - 1962     GOOD             CGS
 FC1271  HISTORY     - 1972     GOOD             NGS
 FC1271  HISTORY     - 1983     GOOD             NGS
 FC1271  HISTORY     - 1989     GOOD             USPSQD
 FC1271
 FC1271                          STATION DESCRIPTION
 FC1271
 FC1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1271'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CHATTANOOGA, ABOUT
 FC1271'1 MILE EAST OF MISSIONARY RIDGE, ABOUT 0.05 MILE EAST OF BELVOIR
 FC1271'AVENUE AND ON THE NORTH SIDE OF INTERSTATE HIGHWAY IN THE CURB OF
 FC1271'ACCESS ROAD.
 FC1271'
 FC1271'TO REACH THE STATION FROM THE BRAINERD STATION POST OFFICE IN
 FC1271'CHATTANOOGA, GO WEST ON BRAINERD ROAD FOR 0.1 MILE TO A
 FC1271'CROSS-STREET, TURN LEFT, SOUTH, ON MOORE ROAD FOR 0.4 MILE TO A
 FC1271'CROSSROAD, JUST BEFORE REACHING A BRIDGE OVER INTERSTATE HIGHWAY,
 FC1271'TURN RIGHT, WEST, ON ACCESS ROAD FOR 0.65 MILE TO THE STATION ON THE
 FC1271'RIGHT.
 FC1271'
 FC1271'STATION MARK IS 85 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 FC1271'HOUSE, 76 FEET EAST OF THE APPROXIMATE CENTER OF A PRIVATE
 FC1271'DRIVE, 59 FEET NORTHWEST OF A POWER POLE NUMBER S8620, 16 FEET NORTH
 FC1271'OF THE APPROXIMATE CENTER OF ACCESS ROAD AND 3.4 FEET EAST OF A
 FC1271'METAL WITNESS POST. THE MARK IS A STANDARD TRAVERSE DISK CEMENTED IN
 FC1271'A DRILL HOLE IN A CURB, WHICH PROJECTS 6 INCHES AND THE DISK IS
 FC1271'STAMPED BEL 1961.
 FC1271'
 FC1271'REFERENCE MARK NO. 1 IS 82 FEET WEST OF THE APPROXIMATE CENTER OF A
 FC1271'PRIVATE DRIVE AND 16 FEET NORTH OF THE APPROXIMATE CENTER OF ACCESS
 FC1271'ROAD. THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A CURB,
 FC1271'WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED BEL NO 1 1961.
 FC1271'
 FC1271'REFERENCE MARK NO. 2 IS 44 FEET EAST OF THE APPROXIMATE CENTER OF A
 FC1271'PRIVATE DRIVE AND 16 FEET NORTH OF THE APPROXIMATE CENTER OF ACCESS
 FC1271'ROAD. THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A CURB,
 FC1271'WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED BEL NO 2 1961.
 FC1271'
 FC1271'AZIMUTH MARK IS 19 FEET NORTH OF THE APPROXIMATE CENTER OF ACCESS
 FC1271'ROAD AND 0.4 FOOT SOUTH OF A METAL WITNESS POST. THE MARK IS A
 FC1271'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CURB, WHICH PROJECTS 6
 FC1271'INCHES AND THE DISK IS STAMPED BEL 1961.
 FC1271'
 FC1271'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
 FC1271
 FC1271                          STATION RECOVERY (1962)
 FC1271
 FC1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1271'2 MI SE FROM CHATTANOOGA.
 FC1271'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CHATTANOOGA,
 FC1271'ABOUT ONE MILE EAST OF MISSIONARY RIDGE, ABOUT 0.05 MILE EAST OF
 FC1271'BELVOIR AVENUE AND ON THE NORTH SIDE OF INTERSTATE HIGHWAY IN
 FC1271'THE CURB OF ACCESS ROAD.  TO REACH THE STATION FROM THE BRAINERD
 FC1271'STATION POST OFFICE IN CHATTANOOGA, GO WEST ON BRAINERD ROAD FOR
 FC1271'0.1 MILE TO A CROSS-STREET, TURN SOUTH ON MOORE ROAD FOR 0.4
 FC1271'MILE TO A CROSSROAD, JUST BEFORE REACHING BRIDGE OVER INTERSTATE
 FC1271'HIGHWAY, TURN RIGHT ON ACCESS ROAD FOR 0.65 MILE TO THE STATION
 FC1271'ON THE RIGHT, 85 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 FC1271'HOUSE, 76 FEET EAST OF THE APPROXIMATE CENTER OF A PRIVATE DRIVE,
 FC1271'59 FEET NORTHWEST OF A POWER POLE S8620, 16 FEET NORTH OF THE
 FC1271'CENTER OF ACCESS ROAD, 3.4 FEET EAST OF A METAL WITNESS POST.
 FC1271'A STANDARD TRAVERSE STATION DISK DRILLED IN THE CURB OF ACCESS
 FC1271'ROAD AND ABOUT 4 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1271
 FC1271                          STATION RECOVERY (1972)
 FC1271
 FC1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1271'GOOD
 FC1271'
 FC1271'BEL
 FC1271
 FC1271                          STATION RECOVERY (1983)
 FC1271
 FC1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1271'RECOVERED IN GOOD CONDITION.  NOTE, ADD EAST OF A DRIVEWAY LEADING TO
 FC1271'THE KAHM SIHARATH HOME (4005 NORTH TERRACE STREET).
 FC1271
 FC1271                          STATION RECOVERY (1989)
 FC1271
 FC1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1273 ***********************************************************************
 FC1273  DESIGNATION -  BEL AZ MK
 FC1273  PID         -  FC1273
 FC1273  STATE/COUNTY-  TN/HAMILTON
 FC1273  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1273
 FC1273                         *CURRENT SURVEY CONTROL
 FC1273  ___________________________________________________________________
 FC1273* NAD 83(1986)-  35 00 46.     (N)    085 14 50.     (W)     SCALED    
 FC1273* NAVD 88     -       235.159  (meters)     771.52   (feet)  ADJUSTED  
 FC1273  ___________________________________________________________________
 FC1273  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 FC1273  DYNAMIC HT  -         234.926 (meters)     770.75  (feet)  COMP
 FC1273  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 FC1273
 FC1273  VERT ORDER  -  FIRST     CLASS II
 FC1273
 FC1273.The horizontal coordinates were scaled from a topographic map and have
 FC1273.an estimated accuracy of +/- 6 seconds.
 FC1273
 FC1273.The orthometric height was determined by differential leveling
 FC1273.and adjusted by the National Geodetic Survey in June 1991..
 FC1273
 FC1273.The geoid height was determined by GEOID03.
 FC1273
 FC1273.The dynamic height is computed by dividing the NAVD 88
 FC1273.geopotential number by the normal gravity value computed on the
 FC1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1273.degrees latitude (g = 980.6199 gals.).
 FC1273
 FC1273.The modeled gravity was interpolated from observed gravity values.
 FC1273
 FC1273;                    North         East    Units  Estimated Accuracy
 FC1273;SPC TN       -    75,650.      668,710.      MT  (+/- 180 meters Scaled)
 FC1273
 FC1273                          SUPERSEDED SURVEY CONTROL
 FC1273
 FC1273  NGVD 29 (??/??/92)  235.183  (m)          771.60   (f) ADJ UNCH    1 2
 FC1273
 FC1273.Superseded values are not recommended for survey control.
 FC1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1273.See file dsdata.txt to determine how the superseded data were derived.
 FC1273
 FC1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD599758(NAD 83)
 FC1273_MARKER: DZ = AZIMUTH MARK DISK
 FC1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1273_SP_SET: CURB
 FC1273_STAMPING: BEL 1962
 FC1273_MARK LOGO: CGS   
 FC1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1273
 FC1273  HISTORY     - Date     Condition        Report By
 FC1273  HISTORY     - 1962     MONUMENTED       CGS
 FC1273  HISTORY     - 1983     GOOD             NGS
 FC1273  HISTORY     - 1989     GOOD             USPSQD
 FC1273
 FC1273                          STATION DESCRIPTION
 FC1273
 FC1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1273'2 MI SE FROM CHATTANOOGA.
 FC1273'THE AZIMUTH MARK IS 0.3 MILE WEST OF BEL STATION SITE, 19 FEET
 FC1273'NORTH OF CENTER OF ACCESS ROAD, 0.4 FOOT SOUTH OF METAL WITNESS
 FC1273'POST.  A STANDARD AZIMUTH MARK DISK DRILLED IN THE CURB OF
 FC1273'ACCESS ROAD 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1273
 FC1273                          STATION RECOVERY (1983)
 FC1273
 FC1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1273'RECOVERED IN GOOD CONDITION.  NOTE, ADD 103 FEET EAST OF A FIRE
 FC1273'HYDRANT AT THE JUNCTION OF NORTH TERRACE DRIVE AND ORIOLE DRIVE.
 FC1273
 FC1273                          STATION RECOVERY (1989)
 FC1273
 FC1273'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1270 ***********************************************************************
 FC1270  DESIGNATION -  BEL RM 1
 FC1270  PID         -  FC1270
 FC1270  STATE/COUNTY-  TN/HAMILTON
 FC1270  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1270
 FC1270                         *CURRENT SURVEY CONTROL
 FC1270  ___________________________________________________________________
 FC1270* NAD 83(1986)-  35 00 40.     (N)    085 14 33.     (W)     SCALED    
 FC1270* NAVD 88     -       231.370  (meters)     759.09   (feet)  ADJUSTED  
 FC1270  ___________________________________________________________________
 FC1270  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1270  DYNAMIC HT  -         231.141 (meters)     758.34  (feet)  COMP
 FC1270  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 FC1270
 FC1270  VERT ORDER  -  FIRST     CLASS II
 FC1270
 FC1270.The horizontal coordinates were scaled from a topographic map and have
 FC1270.an estimated accuracy of +/- 6 seconds.
 FC1270
 FC1270.The orthometric height was determined by differential leveling
 FC1270.and adjusted by the National Geodetic Survey in June 1991..
 FC1270
 FC1270.The geoid height was determined by GEOID03.
 FC1270
 FC1270.The dynamic height is computed by dividing the NAVD 88
 FC1270.geopotential number by the normal gravity value computed on the
 FC1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1270.degrees latitude (g = 980.6199 gals.).
 FC1270
 FC1270.The modeled gravity was interpolated from observed gravity values.
 FC1270
 FC1270;                    North         East    Units  Estimated Accuracy
 FC1270;SPC TN       -    75,470.      669,140.      MT  (+/- 180 meters Scaled)
 FC1270
 FC1270                          SUPERSEDED SURVEY CONTROL
 FC1270
 FC1270  NGVD 29 (??/??/92)  231.386  (m)          759.14   (f) ADJ UNCH    1 2
 FC1270
 FC1270.Superseded values are not recommended for survey control.
 FC1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1270.See file dsdata.txt to determine how the superseded data were derived.
 FC1270
 FC1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD603756(NAD 83)
 FC1270_MARKER: DR = REFERENCE MARK DISK
 FC1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1270_SP_SET: CURB
 FC1270_STAMPING: BEL NO 1 1962
 FC1270_MARK LOGO: CGS   
 FC1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1270
 FC1270  HISTORY     - Date     Condition        Report By
 FC1270  HISTORY     - 1962     MONUMENTED       CGS
 FC1270  HISTORY     - 1983     GOOD             NGS
 FC1270  HISTORY     - 1989     GOOD             USPSQD
 FC1270
 FC1270                          STATION DESCRIPTION
 FC1270
 FC1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1270'2 MI SE FROM CHATTANOOGA.
 FC1270'AT THE BEL STATION SITE, 37.3 FEET EAST OF STATION, 82 FEET WEST
 FC1270'OF PRIVATE DRIVE, 16 FEET NORTH OF CENTER OF ACCESS ROAD, 88
 FC1270'FEET SOUTHEAST OF SOUTHEAST CORNER OF BRICK HOUSE.  A STANDARD
 FC1270'REFERENCE MARK DISK DRILLED IN THE CURB OF ACCESS ROAD AND IS
 FC1270'ABOUT 4 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1270
 FC1270                          STATION RECOVERY (1983)
 FC1270
 FC1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1270'RECOVERED IN GOOD CONDITION.
 FC1270
 FC1270                          STATION RECOVERY (1989)
 FC1270
 FC1270'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1272 ***********************************************************************
 FC1272  DESIGNATION -  BEL RM 2
 FC1272  PID         -  FC1272
 FC1272  STATE/COUNTY-  TN/HAMILTON
 FC1272  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1272
 FC1272                         *CURRENT SURVEY CONTROL
 FC1272  ___________________________________________________________________
 FC1272* NAD 83(1986)-  35 00 40.     (N)    085 14 33.     (W)     SCALED    
 FC1272* NAVD 88     -       230.897  (meters)     757.53   (feet)  ADJUSTED  
 FC1272  ___________________________________________________________________
 FC1272  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1272  DYNAMIC HT  -         230.668 (meters)     756.78  (feet)  COMP
 FC1272  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 FC1272
 FC1272  VERT ORDER  -  FIRST     CLASS II
 FC1272
 FC1272.The horizontal coordinates were scaled from a topographic map and have
 FC1272.an estimated accuracy of +/- 6 seconds.
 FC1272
 FC1272.The orthometric height was determined by differential leveling
 FC1272.and adjusted by the National Geodetic Survey in June 1991..
 FC1272
 FC1272.The geoid height was determined by GEOID03.
 FC1272
 FC1272.The dynamic height is computed by dividing the NAVD 88
 FC1272.geopotential number by the normal gravity value computed on the
 FC1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1272.degrees latitude (g = 980.6199 gals.).
 FC1272
 FC1272.The modeled gravity was interpolated from observed gravity values.
 FC1272
 FC1272;                    North         East    Units  Estimated Accuracy
 FC1272;SPC TN       -    75,470.      669,140.      MT  (+/- 180 meters Scaled)
 FC1272
 FC1272                          SUPERSEDED SURVEY CONTROL
 FC1272
 FC1272  NGVD 29 (??/??/92)  230.912  (m)          757.58   (f) ADJ UNCH    1 2
 FC1272
 FC1272.Superseded values are not recommended for survey control.
 FC1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1272.See file dsdata.txt to determine how the superseded data were derived.
 FC1272
 FC1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD603756(NAD 83)
 FC1272_MARKER: DR = REFERENCE MARK DISK
 FC1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1272_SP_SET: CURB
 FC1272_STAMPING: BEL NO 2 1962
 FC1272_MARK LOGO: CGS   
 FC1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1272
 FC1272  HISTORY     - Date     Condition        Report By
 FC1272  HISTORY     - 1962     MONUMENTED       CGS
 FC1272  HISTORY     - 1983     GOOD             NGS
 FC1272  HISTORY     - 1989     GOOD             USPSQD
 FC1272
 FC1272                          STATION DESCRIPTION
 FC1272
 FC1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1272'2 MI SE FROM CHATTANOOGA.
 FC1272'AT THE BEL STATION SITE, 43.5 FEET WEST OF STATION, 44 FEET EAST
 FC1272'OF THE CENTER OF PRIVATE DRIVE, 16 FEET NORTH OF CENTER OF ACCESS
 FC1272'ROAD.  A STANDARD REFERENCE MARK DISK DRILLED IN THE CURB OF
 FC1272'ACCESS ROAD AND IS ABOUT 4 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1272
 FC1272                          STATION RECOVERY (1983)
 FC1272
 FC1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1272'RECOVERED IN GOOD CONDITION.
 FC1272
 FC1272                          STATION RECOVERY (1989)
 FC1272
 FC1272'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0569 ***********************************************************************
 GC0569  DESIGNATION -  BELL
 GC0569  PID         -  GC0569
 GC0569  STATE/COUNTY-  TN/DAVIDSON
 GC0569  USGS QUAD   -  BELLEVUE (1983)
 GC0569
 GC0569                         *CURRENT SURVEY CONTROL
 GC0569  ___________________________________________________________________
 GC0569* NAD 83(1995)-  36 05 27.33634(N)    086 56 30.28615(W)     ADJUSTED  
 GC0569* NAVD 88     -       231.517  (meters)     759.57   (feet)  ADJUSTED  
 GC0569  ___________________________________________________________________
 GC0569  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC0569  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0569  DYNAMIC HT  -         231.316 (meters)     758.91  (feet)  COMP
 GC0569  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GC0569
 GC0569  HORZ ORDER  -  SECOND
 GC0569  VERT ORDER  -  SECOND    CLASS 0
 GC0569
 GC0569.The horizontal coordinates were established by classical geodetic methods
 GC0569.and adjusted by the National Geodetic Survey in April 1999..
 GC0569
 GC0569.The orthometric height was determined by differential leveling
 GC0569.and adjusted by the National Geodetic Survey in June 1991..
 GC0569
 GC0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0569
 GC0569.The geoid height was determined by GEOID03.
 GC0569
 GC0569.The dynamic height is computed by dividing the NAVD 88
 GC0569.geopotential number by the normal gravity value computed on the
 GC0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0569.degrees latitude (g = 980.6199 gals.).
 GC0569
 GC0569.The modeled gravity was interpolated from observed gravity values.
 GC0569
 GC0569;                    North         East     Units Scale Factor Converg.
 GC0569;SPC TN       -   195,412.257   515,191.110   MT  0.99995842   -0 33 04.8
 GC0569;SPC TN       -   641,115.05  1,690,256.17   sFT  0.99995842   -0 33 04.8
 GC0569;UTM  16      - 3,994,035.207   505,244.247   MT  0.99960034   +0 02 03.5
 GC0569
 GC0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0569!SPC TN       -   0.99996823  x   0.99995842  =   0.99992665
 GC0569!UTM  16      -   0.99996823  x   0.99960034  =   0.99956858
 GC0569
 GC0569|---------------------------------------------------------------------|
 GC0569| PID    Reference Object                     Distance      Geod. Az  |
 GC0569|                                                           dddmmss.s |
 GC0569| GC0570 BELL RM 1                            18.169 METERS 03911     |
 GC0569| GC0563 BELL SE AZ MK                       APPROX. 1.8 KM 2414441.6 |
 GC0569| GC0568 BELL RM 2                            22.821 METERS 30712     |
 GC0569|---------------------------------------------------------------------|
 GC0569
 GC0569                          SUPERSEDED SURVEY CONTROL
 GC0569
 GC0569  NAD 83(1995)-  36 05 27.33835(N)    086 56 30.28823(W) AD(       ) 2
 GC0569  NAD 83(1995)-  36 05 27.33945(N)    086 56 30.28839(W) AD(       ) 2
 GC0569  NAD 83(1986)-  36 05 27.34677(N)    086 56 30.28929(W) AD(       ) 2
 GC0569  NAD 27      -  36 05 27.13030(N)    086 56 30.28100(W) AD(       ) 2
 GC0569  NGVD 29 (??/??/92)  231.539  (m)          759.64   (f) ADJ UNCH    2 0
 GC0569
 GC0569.Superseded values are not recommended for survey control.
 GC0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0569.See file dsdata.txt to determine how the superseded data were derived.
 GC0569
 GC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0524494035(NAD 83)
 GC0569_MARKER: DE = TRAVERSE STATION DISK
 GC0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0569_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0569_STAMPING: BELL 1959
 GC0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0569+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2003
 GC0569
 GC0569  HISTORY     - Date     Condition        Report By
 GC0569  HISTORY     - 1959     MONUMENTED       CGS
 GC0569  HISTORY     - 1959     GOOD             CGS
 GC0569  HISTORY     - 20030126 GOOD             LOCENG
 GC0569
 GC0569                          STATION DESCRIPTION
 GC0569
 GC0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0569'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF THE CENTER OF
 GC0569'NASHVILLE, ABOUT 1.3 MILES NORTH-NORTHWEST OF THE BELLEVUE HIGH
 GC0569'SCHOOL AND ON THE SOUTHERN END OF A TREE COVERED RIDGE. ON PROPERTY
 GC0569'OWNED BY MR. WILLIAM BURNS.
 GC0569'
 GC0569'TO REACH FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE RD. IN
 GC0569'WEST NASHVILLE, GO WEST AND SOUTHWEST ON CHARLOTTE RD. (U.S.
 GC0569'HIGHWAY 70) FOR 5.7 MILES TO A SIDE ROAD LEFT, (SAWYER-BROWN RD.)
 GC0569'TURN LEFT AND GO SOUTHERLY ON SAWYER-BROWN RD. FOR 2.25 MILES TO A
 GC0569'SIDE ROAD RIGHT AND 4 MAIL BOXES ON THE RIGHT, TURN RIGHT AND GO 0.05
 GC0569'MILE TO A FORK, KEEP RIGHT FORK NORTHERLY FOR 0.35 MILE TO A WIRE
 GC0569'GATE, PASS THROUGH GATE AND GO 0.05 MILE TO THE RESIDENCE OF MR. RUST
 GC0569'AND END OF TRUCK TRAVEL. HERE PACK EAST-NORTHEAST TO THE SOUTHERN
 GC0569'END OF RIDGE AND STATION SITE. (10 MINUTE PACK).
 GC0569'
 GC0569'THE STATION MARK IS A STANDARD STATION TRAVERSE DISK STAMPED BELL
 GC0569'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED
 GC0569'PIPE WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS
 GC0569'18 FEET NORTHWEST OF A TRIANGULAR BLAZED TREE, 4 FEET SOUTH OF A
 GC0569'WITNESS SIGN AND SET ON THE SOUTHERN EDGE OF RIDGE.
 GC0569'
 GC0569'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED BELL NO. 1
 GC0569'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC0569'WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 4 FEET
 GC0569'WEST OF A TRIPLE TRUNK TREE AND ABOUT 2 FEET HIGHER THAN THE
 GC0569'STATION MARK.
 GC0569'
 GC0569'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED BELL NO. 2
 GC0569'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC0569'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS SET ON
 GC0569'THE WEST SLOPE OF THE RIDGE AND ABOUT 5 FEET LOWER THAN THE
 GC0569'STATION MARK.
 GC0569'
 GC0569'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO BELL SE AZIMUTH MARK
 GC0569'SEE DESCRIPTION THEREOF.
 GC0569'
 GC0569'HEIGHT OF LIGHT ABOVE STATION MARK 14.1 METERS.
 GC0569
 GC0569                          STATION RECOVERY (1959)
 GC0569
 GC0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC0569'8.5 MI SW FROM NASHVILLE.
 GC0569'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0569'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0569'HIGHWAY 70 N), THENCE 2.25 MILES SOUTH ON SAWYER-BROWN RD.,
 GC0569'THENCE 0.05 MILE TO A FORK, KEEP RIGHT FORK NORTHERLY FOR 0.35
 GC0569'MILE TO A WIRE GATE, PASS THROUGH GATE AND GO EAST TO THE
 GC0569'RESIDENCE OF MR. RUST AND END OF THE ROAD, THENCE GO
 GC0569'EAST-NORTHEAST UP THE SIDE OF A STEEP HILL FOR ABOUT 0.05 MILE
 GC0569'TO THE SOUTHERN END OF THE HILL AND THE STATION SITE AS
 GC0569'DESCRIBED, 18 FT. NORTHWEST OF A TRIANGULAR BLAZED TREE, 4 FT.
 GC0569'SOUTH OF A WITNESS SIGN AND SET ON THE SOUTHERN SLOPE OF THE
 GC0569'HILL, A DISK BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC0569'WHICH PROJECTS 6 INCHES.
 GC0569
 GC0569                          STATION RECOVERY (2003)
 GC0569
 GC0569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (BWH)
 GC0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1523 ***********************************************************************
 GD1523  DESIGNATION -  BELL
 GD1523  PID         -  GD1523
 GD1523  STATE/COUNTY-  TN/WEAKLEY
 GD1523  USGS QUAD   -  GARDNER (1985)
 GD1523
 GD1523                         *CURRENT SURVEY CONTROL
 GD1523  ___________________________________________________________________
 GD1523* NAD 83(1995)-  36 17 13.18833(N)    088 55 41.12197(W)     ADJUSTED  
 GD1523* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 GD1523  ___________________________________________________________________
 GD1523  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GD1523  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1523
 GD1523  HORZ ORDER  -  SECOND
 GD1523
 GD1523.The horizontal coordinates were established by classical geodetic methods
 GD1523.and adjusted by the National Geodetic Survey in April 1999..
 GD1523
 GD1523.The orthometric height was scaled from a topographic map.
 GD1523
 GD1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1523
 GD1523.The geoid height was determined by GEOID03.
 GD1523
 GD1523;                    North         East     Units Scale Factor Converg.
 GD1523;SPC TN       -   220,694.590   336,997.167   MT  0.99997957   -1 42 51.2
 GD1523;SPC TN       -   724,062.17  1,105,631.54   sFT  0.99997957   -1 42 51.2
 GD1523;UTM  16      - 4,017,505.978   326,847.826   MT  0.99996942   -1 08 29.0
 GD1523
 GD1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1523!SPC TN       -   0.99998606  x   0.99997957  =   0.99996563
 GD1523!UTM  16      -   0.99998606  x   0.99996942  =   0.99995548
 GD1523
 GD1523|---------------------------------------------------------------------|
 GD1523| PID    Reference Object                     Distance      Geod. Az  |
 GD1523|                                                           dddmmss.s |
 GD1523| CG3205 BELL RM 1                            41.870 METERS 00238     |
 GD1523| GD1520 MARTIN RADIO STATION WCMT MAST      APPROX.11.0 KM 0401133.4 |
 GD1523| GD1521 MARTIN TVA STACK                    APPROX. 9.4 KM 0491516.6 |
 GD1523| GD1519 MARTIN MUNICIPAL TANK               APPROX. 9.4 KM 0492112.0 |
 GD1523| GD1517 MARTIN FIRST METH CHURCH SPIRE      APPROX. 9.5 KM 0492813.8 |
 GD1523| CG3208 BELL RM 4                            24.099 METERS 09634     |
 GD1523| CG3206 BELL RM 2                            34.372 METERS 09636     |
 GD1523| CG3204 BELL AZ MK 2                                       1105550.0 |
 GD1523| GD1501 SHARON MUNICIPAL TANK               APPROX.11.0 KM 1230244.9 |
 GD1523| GD1626 KENTON NEW MUNICIPAL TANK           APPROX.11.9 KM 2202520.4 |
 GD1523| GD1627 KENTON OLD MUNICIPAL TANK           APPROX.12.7 KM 2222149.4 |
 GD1523| GD1628 KENTON RADIO STA KIS 94 MAST        APPROX.10.9 KM 2401126.9 |
 GD1523| CG3203 BELL AZ MK                                         2713323.6 |
 GD1523| GD1614 UNION CITY MUNICIPAL TANK           APPROX.18.3 KM 3242415.2 |
 GD1523| CG3207 BELL RM 3                            21.437 METERS 35615     |
 GD1523|---------------------------------------------------------------------|
 GD1523
 GD1523                          SUPERSEDED SURVEY CONTROL
 GD1523
 GD1523  NAD 83(1995)-  36 17 13.19016(N)    088 55 41.12307(W) AD(       ) 2
 GD1523  NAD 83(1995)-  36 17 13.19117(N)    088 55 41.12499(W) AD(       ) 2
 GD1523  NAD 83(1986)-  36 17 13.20101(N)    088 55 41.12092(W) AD(       ) 2
 GD1523  NAD 27      -  36 17 12.96600(N)    088 55 40.89100(W) AD(       ) 2
 GD1523
 GD1523.Superseded values are not recommended for survey control.
 GD1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1523.See file dsdata.txt to determine how the superseded data were derived.
 GD1523
 GD1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2684817506(NAD 83)
 GD1523_MARKER: DS = TRIANGULATION STATION DISK
 GD1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1523_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1523_STAMPING: BELL 1934
 GD1523_MARK LOGO: CGS   
 GD1523
 GD1523  HISTORY     - Date     Condition        Report By
 GD1523  HISTORY     - 1934     MONUMENTED       CGS
 GD1523  HISTORY     - 1959     GOOD             CGS
 GD1523  HISTORY     - 1967     GOOD             CGS
 GD1523
 GD1523                          STATION DESCRIPTION
 GD1523
 GD1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1523'ABOUT 6-3/4 MILES EAST-SOUTHEAST OF CROCKETT, 6-1/2 MILES NORTHWEST
 GD1523'OF SHARON, 5-1/2 MILES SOUTHWEST OF MARTIN, ON PROPERTY OF ROYCE
 GD1523'BELL, IN FORMERLY CULTIVATED FIELD, ABOUT 125 YARDS WEST OF BELLS
 GD1523'HOME, 39.5 FEET NORTH OF 10-INCH TRIANGLE-BLAZED LOCUST TREE, 25
 GD1523'FEET NORTH OF CENTER LINE OF ROAD, AND 13.5 FEET NORTH OF WIRE
 GD1523'FENCE.  TO REACH FROM POST OFFICE IN MARTIN, FOLLOW STATE ROUTE 22
 GD1523'NORTHWEST 0.95 MILE TO T ROAD TO LEFT, TURN LEFT ONTO GRAVEL ROAD
 GD1523'AND GO 2.3 MILES ON MAIN ROAD TO T ROAD TO LEFT, TURN LEFT AND
 GD1523'GO 2.1 MILES ON MAIN ROAD TO T ROAD TO
 GD1523'RIGHT, TURN RIGHT AND KEEP STRAIGHT AHEAD WEST 1.1 MILES,
 GD1523'TURN LEFT AT NEW HOPE CHURCH AND GO 1.1 MILES, 0.05 MILE BEYOND
 GD1523'BELLS HOUSE, TO STATION SITE ON RIGHT AT TOP OF GRADE.  SURFACE AND
 GD1523'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1523'UPPER MARK IS 18 INCHES BELOW SURFACE OF GROUND.
 GD1523'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GD1523'CONCRETE.  NO. 1 IS ABOUT 16 INCHES BELOW SURFACE OF
 GD1523'GROUND, IN CENTER OF FIELD, AND 137.37 FEET FROM STATION
 GD1523'N 02 DEG 38 MIN E.  NO. 2 IS ALONG FENCE LINE, 15 FEET NORTH OF CENTER
 GD1523'LINE OF ROAD, AND 112.77 FEET FROM STATION S 83 DEG 24 MIN E.
 GD1523'AZIMUTH MARK IS 75 FEET FROM SOUTHEAST CORNER OF HOUSE, 15
 GD1523'FEET NORTH OF CENTER LINE OF ROAD, 6 FEET EAST OF SMALL PEACH TREE, 2
 GD1523'FEET NORTH OF FENCE LINE, AND APPROXIMATELY 150 YARDS FROM STATION
 GD1523'N 88 DEG 26 MIN W.  SHARON, BLACK WATER TANK, IS ABOUT
 GD1523'7 MILES FROM STATION S 56 DEG 57 MIN E.
 GD1523
 GD1523                          STATION RECOVERY (1959)
 GD1523
 GD1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1523'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GD1523'NOT RECOVERED AND WAS PROBABLY DESTROYED WHEN THE ROAD WAS WIDENED.
 GD1523'REFERENCE MARK 2 WAS FOUND DESTROYED.  REFERENCE MARK 1 IS
 GD1523'UNDERGROUND IN THE MIDDLE OF A CULTIVATED FIELD AND WAS NOT DUG UP AT
 GD1523'THIS TIME.  REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE
 GD1523'ESTABLISHED AT THIS TIME.  A COMPLETE NEW TO REACH AND
 GD1523'DESCRIPTION FOLLOWS.
 GD1523'
 GD1523'THE STATION IS ABOUT 7 MILES SOUTHEAST OF CROCKETT, 7 MILES NORTHWEST
 GD1523'OF SHARON, AND 5 MILES SOUTHWEST OF MARTIN ON THE PROPERTY OF MR.
 GD1523'ROYCE BELL.  IT IS ABOUT 125 YARDS WEST OF MR. BELLS HOME, 122 FEET
 GD1523'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 58 FEET NORTHEAST OF
 GD1523'A POWER POLE, 23 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 GD1523'10 FEET NORTHEAST OF A FENCE CORNER, AND 7 FEET NORTH OF A WHITE
 GD1523'WITNESS POST AND A WIRE FENCE.  THE MONUMENT IS 12 INCHES
 GD1523'UNDERGROUND AND THE DISK IS STAMPED BELL 1934.
 GD1523'
 GD1523'TO REACH THE STATION FROM THE POST OFFICE IN MARTIN, GO SOUTH ON
 GD1523'STATE HIGHWAY 22 FOR 0.1 MILE TO A TRAFFIC LIGHT.  TURN RIGHT AND GO
 GD1523'WEST ON HIGHWAY 22 FOR 0.9 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT
 GD1523'AND GO SOUTH AND WEST ON THE PAVED ROAD FOR 2.3 MILES TO A GRAVELED
 GD1523'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 1.05
 GD1523'MILES TO A GRAVELED CROSSROAD.  CONTINUE SOUTH ON THE GRAVELED ROAD
 GD1523'FOR 1.1 MILES TO A GRAVELED T INTERSECTION.  TURN RIGHT AND GO
 GD1523'WEST ON THE GRAVELED ROAD FOR 1.15 MILES TO A GRAVELED SIDE ROAD
 GD1523'LEFT AT THE NEW HOME BAPTIST CHURCH.  TURN LEFT AND GO SOUTH ON THE
 GD1523'GRAVELED ROAD FOR 0.55 MILE TO A GRAVELED T INTERSECTION.  TURN
 GD1523'RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.3 MILE TO A GRAVELED
 GD1523'SIDE ROAD LEFT.* CONTINUE WEST ON THE GRAVELED ROAD FOR 0.35 MILE
 GD1523'TO TOP OF HILL AND STATION ON THE RIGHT.
 GD1523'
 GD1523'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED SIDE ROAD LEFT, GO SOUTH
 GD1523'ON THE GRAVELED ROAD FOR 0.1 MILE TO MARK ON THE RIGHT.
 GD1523'
 GD1523'REFERENCE MARK 3 IS 77 FEET NORTH OF A FENCE CORNER, AND 1 FOOT EAST
 GD1523'OF A WIRE FENCE.  THE MONUMENT IS 10 INCHES UNDERGROUND AND THE DISK
 GD1523'IS STAMPED BELL NO 3 1934.
 GD1523'
 GD1523'REFERENCE MARK 4 IS 85 FEET EAST OF A FENCE CORNER, 15 FEET NORTH OF
 GD1523'THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT NORTH OF A WIRE
 GD1523'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BELL NO 4 1934.
 GD1523'
 GD1523'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTERLINE OF A GRAVELED
 GD1523'ROAD, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A WHITE WITNESS
 GD1523'POST, AND AT THE SOUTHEAST EDGE OF A GARDEN.  THE MONUMENT IS FLUSH
 GD1523'AND THE DISK IS STAMPED BELL NO 2 1934. THE MARK IS ON
 GD1523'THE PROPERTY OF MR. HEARTHING.
 GD1523'
 GD1523'HEIGHT OF LIGHT ABOVE STATION - 26 METERS.
 GD1523
 GD1523                          STATION RECOVERY (1967)
 GD1523
 GD1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1523'THIS STATION WAS RECOVERED AS DESCRIBED
 GD1523'WITH THE
 GD1523'FOLLOWING ADDED NOTATIONS.
 GD1523'
 GD1523'THE STATION IS NOW 7.8 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GD1523'
 GD1523'THE AZIMUTH MARK IS NOW 0.7 OF A FOOT EAST OF A METAL WITNESS POST
 GD1523'AND SIGN.
 GD1523'
 GD1523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GD1523'SOUTHWEST OF MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1993 ***********************************************************************
 FF1993  DESIGNATION -  BELL
 FF1993  PID         -  FF1993
 FF1993  STATE/COUNTY-  TN/SHELBY
 FF1993  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1993
 FF1993                         *CURRENT SURVEY CONTROL
 FF1993  ___________________________________________________________________
 FF1993* NAD 83(1995)-  35 07 51.01417(N)    090 01 17.47229(W)     ADJUSTED  
 FF1993* NAVD 88     -       103.0    (meters)     338.     (feet)  VERTCON   
 FF1993  ___________________________________________________________________
 FF1993  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FF1993  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1993
 FF1993  HORZ ORDER  -  THIRD
 FF1993
 FF1993.The horizontal coordinates were established by classical geodetic methods
 FF1993.and adjusted by the National Geodetic Survey in April 1999..
 FF1993
 FF1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1993
 FF1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1993
 FF1993.The geoid height was determined by GEOID03.
 FF1993
 FF1993;                    North         East     Units Scale Factor Converg.
 FF1993;SPC TN       -    96,013.747   233,562.762   MT  1.00002317   -2 21 15.7
 FF1993;SPC TN       -   315,005.10    766,280.49   sFT  1.00002317   -2 21 15.7
 FF1993;SPC AR N     -    90,287.940   580,305.773   MT  0.99996704   +1 09 04.6
 FF1993;SPC AR N     -   296,219.68  1,903,886.52   sFT  0.99996704   +1 09 04.6
 FF1993;UTM  15      - 3,891,614.073   771,399.503   MT  1.00050788   +1 42 54.0
 FF1993;UTM  16      - 3,891,732.385   224,677.444   MT  1.00053432   -1 44 23.3
 FF1993
 FF1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1993!SPC TN       -   0.99998811  x   1.00002317  =   1.00001128
 FF1993!SPC AR N     -   0.99998811  x   0.99996704  =   0.99995515
 FF1993!UTM  15      -   0.99998811  x   1.00050788  =   1.00049599
 FF1993!UTM  16      -   0.99998811  x   1.00053432  =   1.00052243
 FF1993
 FF1993|---------------------------------------------------------------------|
 FF1993| PID    Reference Object                     Distance      Geod. Az  |
 FF1993|                                                           dddmmss.s |
 FF1993| FF1044 TS U 1                              218.340 METERS 26119     |
 FF1993| FF1982 VET                                 APPROX. 0.6 KM 2681713.4 |
 FF1993| FF0361 CARR                                203.395 METERS 27823     |
 FF1993| FF1045 TS T 1                              210.087 METERS 29818     |
 FF1993|---------------------------------------------------------------------|
 FF1993
 FF1993                          SUPERSEDED SURVEY CONTROL
 FF1993
 FF1993  NAD 83(1995)-  35 07 51.01649(N)    090 01 17.47175(W) AD(       ) 3
 FF1993  NAD 83(1995)-  35 07 51.01997(N)    090 01 17.47182(W) AD(       ) 3
 FF1993  NAD 83(1986)-  35 07 51.02450(N)    090 01 17.47331(W) AD(       ) 3
 FF1993  NAD 27      -  35 07 50.69940(N)    090 01 17.14550(W) AD(       ) 3
 FF1993  NGVD 29 (07/19/86)  103.0    (m)          338.     (f) VERT ANG       
 FF1993
 FF1993.Superseded values are not recommended for survey control.
 FF1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1993.See file dsdata.txt to determine how the superseded data were derived.
 FF1993
 FF1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7140091614(NAD 83)
 FF1993_MARKER: DS = TRIANGULATION STATION DISK
 FF1993_SETTING: 0 = UNSPECIFIED SETTING
 FF1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1993
 FF1993  HISTORY     - Date     Condition        Report By
 FF1993  HISTORY     - 1959     MONUMENTED       CGS
 FF1993
 FF1993                          STATION DESCRIPTION
 FF1993
 FF1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1993'THE STATION IS LOCATED ON THE HIGHEST PART OF THE ROOF OF
 FF1993'THE BELLEVUE JUNIOR HIGH SCHOOL THAT IS ALONG THE WEST SIDE
 FF1993'OF BELLEVUE BOULEVARD AND ON THE SOUTH SIDE OF CARR AVENUE.
 FF1993'IT IS ABOUT 2.0 MILES EAST-SOUTHEAST OF THE DOWNTOWN SECTION
 FF1993'OF MEMPHIS AND 1.5 MILES SOUTH OF THE MAIN SEARS, ROEBUCK
 FF1993'AND CO. STORE BUILDING.
 FF1993'
 FF1993'THE STATION MARK, A STANDARD DISK STAMPED BELL 1959, IS
 FF1993'SET IN A DRILL HOLE IN THE CONCRETE ROOF OF THE SCHOOL.
 FF1993'IT IS NEAR THE CENTER OF THE HIGHEST SECTION OF THE ROOF.
 FF1993'
 FF1993'NO AZIMUTH MARK OR REFERENCE MARKS WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2412 ***********************************************************************
 GB2412  DESIGNATION -  BELL
 GB2412  PID         -  GB2412
 GB2412  STATE/COUNTY-  TN/JACKSON
 GB2412  USGS QUAD   -  GAINESBORO (1979)
 GB2412
 GB2412                         *CURRENT SURVEY CONTROL
 GB2412  ___________________________________________________________________
 GB2412* NAD 83(1995)-  36 17 21.85834(N)    085 43 24.82965(W)     ADJUSTED  
 GB2412* NAVD 88     -       300.17   (+/-2cm)     984.8    (feet)  VERTCON   
 GB2412  ___________________________________________________________________
 GB2412  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GB2412  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB2412
 GB2412  HORZ ORDER  -  THIRD
 GB2412  VERT ORDER  -  THIRD ? (See Below)
 GB2412
 GB2412.The horizontal coordinates were established by classical geodetic methods
 GB2412.and adjusted by the National Geodetic Survey in April 1999..
 GB2412
 GB2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2412.The vertical order pertains to the NGVD 29 superseded value.
 GB2412
 GB2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2412
 GB2412.The geoid height was determined by GEOID03.
 GB2412
 GB2412;                    North         East     Units Scale Factor Converg.
 GB2412;SPC TN       -   217,062.239   624,832.591   MT  0.99997990   +0 09 42.6
 GB2412;SPC TN       -   712,145.03  2,049,971.59   sFT  0.99997990   +0 09 42.6
 GB2412;UTM  16      - 4,016,804.243   614,623.226   MT  0.99976188   +0 45 20.0
 GB2412
 GB2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2412!SPC TN       -   0.99995759  x   0.99997990  =   0.99993749
 GB2412!UTM  16      -   0.99995759  x   0.99976188  =   0.99971948
 GB2412
 GB2412|---------------------------------------------------------------------|
 GB2412| PID    Reference Object                     Distance      Geod. Az  |
 GB2412|                                                           dddmmss.s |
 GB2412| CG5573 BELL RM 1                            19.429 METERS 01308     |
 GB2412| CG5572 BELL AZ MK                                         0261330.0 |
 GB2412| CG5574 BELL RM 2                            13.908 METERS 28619     |
 GB2412|---------------------------------------------------------------------|
 GB2412
 GB2412                          SUPERSEDED SURVEY CONTROL
 GB2412
 GB2412  NAD 83(1995)-  36 17 21.86049(N)    085 43 24.83217(W) AD(       ) 3
 GB2412  NAD 83(1995)-  36 17 21.86347(N)    085 43 24.83370(W) AD(       ) 3
 GB2412  NAD 83(1986)-  36 17 21.86952(N)    085 43 24.83140(W) AD(       ) 3
 GB2412  NAD 27      -  36 17 21.65600(N)    085 43 24.89800(W) AD(       ) 3
 GB2412  NGVD 29 (07/19/86)  300.27   (m)          985.1    (f) LEVELING    3  
 GB2412
 GB2412.Superseded values are not recommended for survey control.
 GB2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2412.See file dsdata.txt to determine how the superseded data were derived.
 GB2412
 GB2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1462316804(NAD 83)
 GB2412_MARKER: DS = TRIANGULATION STATION DISK
 GB2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2412
 GB2412  HISTORY     - Date     Condition        Report By
 GB2412  HISTORY     - 1950     MONUMENTED       CGS
 GB2412  HISTORY     - 1971     GOOD             DMA
 GB2412
 GB2412                          STATION DESCRIPTION
 GB2412
 GB2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2412'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF CHESTNUT MOUND AND 5
 GB2412'MILES SOUTHWEST OF GAINESBORO. IT IS 70 FEET EAST OF THE CENTER OF
 GB2412'STATE HIGHWAY NO. 53 (SLOPE DISTANCE), 51 FEET SOUTHEAST OF WILLIE
 GB2412'FRANK PRUITTS TOMBSTONE AND 49 FEET SOUTH OF A 30 INCH HICKORY
 GB2412'TREE. THE MARK IS FLUSH AND THE DISK IS STAMPED BELL 1950.
 GB2412'
 GB2412'REFERENCE MARK NO. 1 IS 68 FEET EAST OF THE CENTER OF STATE HIGHWAY
 GB2412'NO. 53 (SLOPE DISTANCE), 15 FEET NORTHEAST OF A 30 INCH HICKORY
 GB2412'TREE AND 3 FEET EAST OF A FENCELINE. THE MARK IS FLUSH AND THE DISK
 GB2412'IS STAMPED BELL NO. 1 1950.
 GB2412'
 GB2412'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE CENTER OF STATE HIGHWAY
 GB2412'NO. 53 (SLOPE DISTANCE), 2 FEET EAST OF A WHITE WITNESS POST AND
 GB2412'1 FOOT SOUTHEAST OF A FENCE CORNER. THE MARK PROJECTS 4 INCHES AND
 GB2412'THE DISK IS STAMPED BELL NO. 2 1950.
 GB2412'
 GB2412'AZIMUTH MARK IS 105 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 GB2412'HOUSE, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 GB2412'SOUTHWEST OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GB2412'STAMPED BELL 1950.
 GB2412'
 GB2412'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 53 AND
 GB2412'U.S. HIGHWAY NO. 70N IN CHESTNUT MOUND, GO NORTHEAST ON STATE
 GB2412'HIGHWAY NO. 53 FOR 10.35 MILE TO THE STATION ON THE RIGHT, CONTINUE
 GB2412'FOR 0.2 MILE TO A HOUSE ON THE LEFT AND DRIVEWAY ON THE RIGHT,
 GB2412'TURN RIGHT AND GO 0.1 MILE TO A FRAME HOUSE AND THE AZIMUTH MARK AS
 GB2412'DESCRIBED.
 GB2412'
 GB2412'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2412
 GB2412                          STATION RECOVERY (1971)
 GB2412
 GB2412'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 GB2412'STATION AND RM NO. 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GB2412'WITNESS POST INTACT AT STATION.  NO SEARCH WAS MADE FOR RM NO. 1
 GB2412'OR THE AZIMUTH MARK.
 GB2412'
 GB2412'1950 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2558 ***********************************************************************
 GC2558  DESIGNATION -  BELL
 GC2558  PID         -  GC2558
 GC2558  STATE/COUNTY-  TN/DICKSON
 GC2558  USGS QUAD   -  BURNS (1986)
 GC2558
 GC2558                         *CURRENT SURVEY CONTROL
 GC2558  ___________________________________________________________________
 GC2558* NAD 83(1995)-  36 03 52.56079(N)    087 16 57.93172(W)     ADJUSTED  
 GC2558* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 GC2558  ___________________________________________________________________
 GC2558  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GC2558  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2558
 GC2558  HORZ ORDER  -  SECOND
 GC2558
 GC2558.The horizontal coordinates were established by classical geodetic methods
 GC2558.and adjusted by the National Geodetic Survey in April 1999..
 GC2558
 GC2558.The orthometric height was scaled from a topographic map.
 GC2558
 GC2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2558
 GC2558.The geoid height was determined by GEOID03.
 GC2558
 GC2558;                    North         East     Units Scale Factor Converg.
 GC2558;SPC TN       -   192,840.437   484,444.475   MT  0.99995647   -0 45 03.5
 GC2558;SPC TN       -   632,677.33  1,589,381.58   sFT  0.99995647   -0 45 03.5
 GC2558;UTM  16      - 3,991,150.590   474,536.389   MT  0.99960799   -0 09 59.3
 GC2558
 GC2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2558!SPC TN       -   0.99996481  x   0.99995647  =   0.99992128
 GC2558!UTM  16      -   0.99996481  x   0.99960799  =   0.99957281
 GC2558
 GC2558:                Primary Azimuth Mark                     Grid Az
 GC2558:SPC TN       -  BELL AZ MK                               120 17 45.6
 GC2558:UTM  16      -  BELL AZ MK                               119 42 41.4
 GC2558
 GC2558|---------------------------------------------------------------------|
 GC2558| PID    Reference Object                     Distance      Geod. Az  |
 GC2558|                                                           dddmmss.s |
 GC2558| CG5575 BELL AZ MK                                         1193242.1 |
 GC2558| CG5576 BELL RM 1                            25.932 METERS 14032     |
 GC2558| CG5577 BELL RM 2                            23.622 METERS 23201     |
 GC2558|---------------------------------------------------------------------|
 GC2558
 GC2558                          SUPERSEDED SURVEY CONTROL
 GC2558
 GC2558  NAD 83(1995)-  36 03 52.56267(N)    087 16 57.93500(W) AD(       ) 2
 GC2558  NAD 83(1995)-  36 03 52.56337(N)    087 16 57.93508(W) AD(       ) 2
 GC2558  NAD 83(1986)-  36 03 52.57112(N)    087 16 57.93455(W) AD(       ) 2
 GC2558  NAD 27      -  36 03 52.35300(N)    087 16 57.90200(W) AD(       ) 2
 GC2558
 GC2558.Superseded values are not recommended for survey control.
 GC2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2558.See file dsdata.txt to determine how the superseded data were derived.
 GC2558
 GC2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7453691151(NAD 83)
 GC2558_MARKER: DS = TRIANGULATION STATION DISK
 GC2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2558
 GC2558  HISTORY     - Date     Condition        Report By
 GC2558  HISTORY     - 1953     MONUMENTED       CGS
 GC2558
 GC2558                          STATION DESCRIPTION
 GC2558
 GC2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2558'STATION IS LOCATED IN THE MONTGOMERY BELL STATE PARK AT THE
 GC2558'MONTGOMERY BELL STATE FOREST LOOKOUT TOWER ABOUT 5 MILES EAST OF
 GC2558'DICKSON AND ABOUT 5 MILES SW OF WHITE BLUFF.  IT IS 46 FEET NORTH OF
 GC2558'THE NORTH LEG OF THE LOOKOUT TOWER AND 44 FEET WEST OF THE WEST
 GC2558'CORNER OF A FRAME BUILDING.  THE MARK IS FLUSH AND THE DISK IS
 GC2558'STAMPED BELL 1953.
 GC2558'
 GC2558'REFERENCE MARK NO. 1 IS 41 FEET EAST OF THE EAST LEG OF THE LOOKOUT
 GC2558'TOWER, 34 FEET SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING AND
 GC2558'5 FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY.  THE MARK IS FLUSH
 GC2558'AND THE DISK IS STAMPED BELL NO. 1 1953.
 GC2558'
 GC2558'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE WEST LEG OF THE LOOKOUT
 GC2558'TOWER AND 43 FEET NORTH OF A CONCRETE WELL CURBING.  THE MARK IS
 GC2558'FLUSH AND THE DISK IS STAMPED BELL NO. 2 1953.
 GC2558'
 GC2558'AZIMUTH MARK IS ABOUT 350 FEET WEST OF A FRAME HOUSE AND ABOUT 200
 GC2558'FEET SOUTH OF STATE HIGHWAY 47.  IT IS 15 FEET SOUTH OF THE CENTER
 GC2558'OF A DIRT ROAD AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 GC2558'MARK IS FLUSH AND THE DISK IS STAMPED BELL 1953.
 GC2558'
 GC2558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2558'HIGHWAY 47, ABOUT 1/2 MILE WEST OF WHITE BLUFF, GO SOUTHWEST AND
 GC2558'WEST ON HIGHWAY 47 FOR 4.65 MILES TO A GRAVEL ROAD RIGHT INTO A
 GC2558'RAILROAD UNDERPASS.* TURN RIGHT THROUGH UNDERPASS AND GO 0.25 MILE
 GC2558'TO A FORK.  TAKE RIGHT FORK AND GO 0.35 MILE TO THE LOOKOUT TOWER AND
 GC2558'THE STATION AS DESCRIBED.
 GC2558'
 GC2558'*TO REACH THE AZIMUTH MARK FROM THE UNDERPASS, GO EAST ON HIGHWAY 47
 GC2558'FOR 0.55 MILE TO A GRAVEL DRIVEWAY RIGHT.  TURN RIGHT ON DRIVEWAY
 GC2558'AND GO ABOUT 50 FEET TO A DIRT ROAD LEFT.  TURN LEFT ON DIRT ROAD AND
 GC2558'GO 0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2558'
 GC2558'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0570 ***********************************************************************
 GC0570  DESIGNATION -  BELL RM 1
 GC0570  PID         -  GC0570
 GC0570  STATE/COUNTY-  TN/DAVIDSON
 GC0570  USGS QUAD   -  BELLEVUE (1983)
 GC0570
 GC0570                         *CURRENT SURVEY CONTROL
 GC0570  ___________________________________________________________________
 GC0570* NAD 83(1986)-  36 05 27.     (N)    086 56 30.     (W)     SCALED    
 GC0570* NAVD 88     -       232.377  (meters)     762.39   (feet)  ADJUSTED  
 GC0570  ___________________________________________________________________
 GC0570  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0570  DYNAMIC HT  -         232.175 (meters)     761.73  (feet)  COMP
 GC0570  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GC0570
 GC0570  VERT ORDER  -  SECOND    CLASS 0
 GC0570
 GC0570.The horizontal coordinates were scaled from a topographic map and have
 GC0570.an estimated accuracy of +/- 6 seconds.
 GC0570
 GC0570.The orthometric height was determined by differential leveling
 GC0570.and adjusted by the National Geodetic Survey in June 1991..
 GC0570
 GC0570.The geoid height was determined by GEOID03.
 GC0570
 GC0570.The dynamic height is computed by dividing the NAVD 88
 GC0570.geopotential number by the normal gravity value computed on the
 GC0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0570.degrees latitude (g = 980.6199 gals.).
 GC0570
 GC0570.The modeled gravity was interpolated from observed gravity values.
 GC0570
 GC0570;                    North         East    Units  Estimated Accuracy
 GC0570;SPC TN       -   195,400.      515,200.      MT  (+/- 180 meters Scaled)
 GC0570
 GC0570                          SUPERSEDED SURVEY CONTROL
 GC0570
 GC0570  NGVD 29 (??/??/92)  232.400  (m)          762.47   (f) ADJ UNCH    2 0
 GC0570
 GC0570.Superseded values are not recommended for survey control.
 GC0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0570.See file dsdata.txt to determine how the superseded data were derived.
 GC0570
 GC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE052940(NAD 83)
 GC0570_MARKER: DR = REFERENCE MARK DISK
 GC0570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0570_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0570_STAMPING: BELL NO 1 1959
 GC0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0570+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2003
 GC0570
 GC0570  HISTORY     - Date     Condition        Report By
 GC0570  HISTORY     - 1959     MONUMENTED       CGS
 GC0570  HISTORY     - 20030126 GOOD             LOCENG
 GC0570
 GC0570                          STATION DESCRIPTION
 GC0570
 GC0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0570'8.5 MI SW FROM NASHVILLE.
 GC0570'THIS MARK IS LOCATED AT THE BELL 1959 STATION SITE, 59.6
 GC0570'FT. NORTHEAST OF THE STATION SITE, 4 FT. WEST OF A TRIPLE TRUNK
 GC0570'TREE AND ABOUT 2 FT. HIGHER THAN THE STATION MARK, A DISK BRAZED
 GC0570'TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH PROJECTS 8 INCHES
 GC0570'ABOVE THE SURFACE OF THE GROUND.
 GC0570
 GC0570                          STATION RECOVERY (2003)
 GC0570
 GC0570'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (BWH)
 GC0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0568 ***********************************************************************
 GC0568  DESIGNATION -  BELL RM 2
 GC0568  PID         -  GC0568
 GC0568  STATE/COUNTY-  TN/DAVIDSON
 GC0568  USGS QUAD   -  BELLEVUE (1983)
 GC0568
 GC0568                         *CURRENT SURVEY CONTROL
 GC0568  ___________________________________________________________________
 GC0568* NAD 83(1986)-  36 05 27.     (N)    086 56 30.     (W)     SCALED    
 GC0568* NAVD 88     -       229.542  (meters)     753.09   (feet)  ADJUSTED  
 GC0568  ___________________________________________________________________
 GC0568  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0568  DYNAMIC HT  -         229.343 (meters)     752.44  (feet)  COMP
 GC0568  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GC0568
 GC0568  VERT ORDER  -  SECOND    CLASS 0
 GC0568
 GC0568.The horizontal coordinates were scaled from a topographic map and have
 GC0568.an estimated accuracy of +/- 6 seconds.
 GC0568
 GC0568.The orthometric height was determined by differential leveling
 GC0568.and adjusted by the National Geodetic Survey in June 1991..
 GC0568
 GC0568.The geoid height was determined by GEOID03.
 GC0568
 GC0568.The dynamic height is computed by dividing the NAVD 88
 GC0568.geopotential number by the normal gravity value computed on the
 GC0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0568.degrees latitude (g = 980.6199 gals.).
 GC0568
 GC0568.The modeled gravity was interpolated from observed gravity values.
 GC0568
 GC0568;                    North         East    Units  Estimated Accuracy
 GC0568;SPC TN       -   195,400.      515,200.      MT  (+/- 180 meters Scaled)
 GC0568
 GC0568                          SUPERSEDED SURVEY CONTROL
 GC0568
 GC0568  NGVD 29 (??/??/92)  229.565  (m)          753.16   (f) ADJ UNCH    2 0
 GC0568
 GC0568.Superseded values are not recommended for survey control.
 GC0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0568.See file dsdata.txt to determine how the superseded data were derived.
 GC0568
 GC0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE052940(NAD 83)
 GC0568_MARKER: DR = REFERENCE MARK DISK
 GC0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0568_STAMPING: BELL NO 2 1959
 GC0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0568+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2003
 GC0568
 GC0568  HISTORY     - Date     Condition        Report By
 GC0568  HISTORY     - 1959     MONUMENTED       CGS
 GC0568  HISTORY     - 20030208 GOOD             LOCENG
 GC0568
 GC0568                          STATION DESCRIPTION
 GC0568
 GC0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0568'8.5 MI SW FROM NASHVILLE.
 GC0568'THIS MARK IS LOCATED AT THE BELL 1959 STATION SITE, 74.8 FT.
 GC0568'WEST-NORTHWEST OF THE STATION MARK, SET ON THE WEST SLOPE OF A
 GC0568'RIDGE, A DISK BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC0568'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC0568
 GC0568                          STATION RECOVERY (2003)
 GC0568
 GC0568'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (RGP)
 GC0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0565 ***********************************************************************
 GC0565  DESIGNATION -  BELL SE
 GC0565  PID         -  GC0565
 GC0565  STATE/COUNTY-  TN/DAVIDSON
 GC0565  USGS QUAD   -  BELLEVUE (1983)
 GC0565
 GC0565                         *CURRENT SURVEY CONTROL
 GC0565  ___________________________________________________________________
 GC0565* NAD 83(1995)-  36 04 44.51888(N)    086 57 09.85954(W)     ADJUSTED  
 GC0565* NAVD 88     -       187.754  (meters)     615.99   (feet)  ADJUSTED  
 GC0565  ___________________________________________________________________
 GC0565  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GC0565  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0565  DYNAMIC HT  -         187.590 (meters)     615.45  (feet)  COMP
 GC0565  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 GC0565
 GC0565  HORZ ORDER  -  SECOND
 GC0565  VERT ORDER  -  SECOND    CLASS 0
 GC0565
 GC0565.The horizontal coordinates were established by classical geodetic methods
 GC0565.and adjusted by the National Geodetic Survey in April 1999..
 GC0565
 GC0565.The orthometric height was determined by differential leveling
 GC0565.and adjusted by the National Geodetic Survey in June 1991..
 GC0565
 GC0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0565
 GC0565.The geoid height was determined by GEOID03.
 GC0565
 GC0565.The dynamic height is computed by dividing the NAVD 88
 GC0565.geopotential number by the normal gravity value computed on the
 GC0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0565.degrees latitude (g = 980.6199 gals.).
 GC0565
 GC0565.The modeled gravity was interpolated from observed gravity values.
 GC0565
 GC0565;                    North         East     Units Scale Factor Converg.
 GC0565;SPC TN       -   194,102.220   514,188.355   MT  0.99995751   -0 33 28.0
 GC0565;SPC TN       -   636,817.03  1,686,966.29   sFT  0.99995751   -0 33 28.0
 GC0565;UTM  16      - 3,992,715.462   504,255.289   MT  0.99960022   +0 01 40.2
 GC0565
 GC0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0565!SPC TN       -   0.99997509  x   0.99995751  =   0.99993260
 GC0565!UTM  16      -   0.99997509  x   0.99960022  =   0.99957532
 GC0565
 GC0565|---------------------------------------------------------------------|
 GC0565| PID    Reference Object                     Distance      Geod. Az  |
 GC0565|                                                           dddmmss.s |
 GC0565| GC0566 BELL SE RM 1                         16.322 METERS 11858     |
 GC0565| GC2320 2579                                 18.406 METERS 29257     |
 GC0565| GC0563 BELL SE AZ MK                       APPROX. 0.8 KM 3061912.1 |
 GC0565|---------------------------------------------------------------------|
 GC0565
 GC0565                          SUPERSEDED SURVEY CONTROL
 GC0565
 GC0565  NAD 83(1995)-  36 04 44.52089(N)    086 57 09.86163(W) AD(       ) 2
 GC0565  NAD 83(1995)-  36 04 44.52179(N)    086 57 09.86179(W) AD(       ) 2
 GC0565  NAD 83(1986)-  36 04 44.52914(N)    086 57 09.86276(W) AD(       ) 2
 GC0565  NAD 27      -  36 04 44.31250(N)    086 57 09.85310(W) AD(       ) 2
 GC0565  NGVD 29 (??/??/92)  187.776  (m)          616.06   (f) ADJ UNCH    2 0
 GC0565
 GC0565.Superseded values are not recommended for survey control.
 GC0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0565.See file dsdata.txt to determine how the superseded data were derived.
 GC0565
 GC0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0425592715(NAD 83)
 GC0565_MARKER: DB = BENCH MARK DISK
 GC0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0565_STAMPING: BELL SE 1959
 GC0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0565+STABILITY: SURFACE MOTION
 GC0565
 GC0565  HISTORY     - Date     Condition        Report By
 GC0565  HISTORY     - 1959     MONUMENTED       CGS
 GC0565  HISTORY     - 1959     GOOD             CGS
 GC0565
 GC0565                          STATION DESCRIPTION
 GC0565
 GC0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0565'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF VAUGHNS GAP ON THE
 GC0565'SOUTH SIDE OF U.S. HIGHWAY 70 S RIGHT-OF-WAY.
 GC0565'
 GC0565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 S AND 70
 GC0565'N, ABOUT 12 MILES SOUTHWEST OF THE CENTER OF NASHVILLE, GO
 GC0565'EAST ON U.S. HIGHWAY 70 S FOR 2.0 MILES TO THE STATION ON THE RIGHT
 GC0565'AS DESCRIBED.
 GC0565'
 GC0565'THE STATION IS 47 FEET EAST OF A FARM DRIVEWAY, 23 FEET SOUTH OF THE
 GC0565'CENTER OF U.S. HIGHWAY 70 S, 6 FEET NORTH OF A BOARD FENCE AND 8
 GC0565'1/2 FEET EAST OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK SET
 GC0565'IN THE TOP OF A CONCRETE MONUMENT WITH AND UNDERGROUND
 GC0565'MARK. IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GC0565'STAMPED BELL SE 1959.
 GC0565'
 GC0565'REFERENCE MARK NO. 1 IS 27-1/2 FEET SOUTH OF THE CENTER OF U.S.
 GC0565'HIGHWAY 70 S AND 2.0 FEET NORTH OF A BOARD FENCE. IT IS A STANDARD
 GC0565'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 GC0565'2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 GC0565'STAMPED BELL SE NO. 1 1959.
 GC0565'
 GC0565'COAST AND GEODETIC SURVEY AND STATE SURVEY MARK 2579 WAS USED FOR
 GC0565'REFERENCE MARK NO. 2. IT IS 27 FEET SOUTH OF THE CENTER OF U.S.
 GC0565'HIGHWAY 70 S, 13 FEET WEST OF A FARM DRIVEWAY AND 2 FEET NORTH OF A
 GC0565'BOARD FENCE. IT IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 GC0565'MONUMENT PROJECTING 15 INCHES ABOVE THE SURFACE OF THE GROUND AND THE
 GC0565'DISK IS STAMPED 2579.  THE MONUMENT WAS FOUND LOOSE AND WAS
 GC0565'REINFORCED IN ITS ORIGINAL POSITION AS NEAR AS POSSIBLE.
 GC0565'
 GC0565'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO BELL SE AZIMUTH MARK.
 GC0565'SEE DESCRIPTION THEREOF.
 GC0565
 GC0565                          STATION RECOVERY (1959)
 GC0565
 GC0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC0565'9 MI SW FROM NASHVILLE.
 GC0565'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0565'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0565'HIGHWAY 70 N), THENCE 2.80 MILES SOUTH ON SAWYER-BROWN RD.,
 GC0565'THENCE 0.45 MILES WEST ON U.S. HIGHWAY 70 S TO THE CREST OF A
 GC0565'HILL, 47 FT. EAST OF A FARM DRIVEWAY, 23 FT. SOUTH OF THE CENTER
 GC0565'OF U.S. HIGHWAY 70 S, 6 FT. NORTH OF A BOARD FENCE AND 8.5 FT.
 GC0565'EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 GC0565'THAT IS FLUSH WITH THE SURFACE OF THE GROUND, AND ABOUT LEVEL
 GC0565'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0563 ***********************************************************************
 GC0563  DESIGNATION -  BELL SE AZ MK
 GC0563  PID         -  GC0563
 GC0563  STATE/COUNTY-  TN/DAVIDSON
 GC0563  USGS QUAD   -  BELLEVUE (1983)
 GC0563
 GC0563                         *CURRENT SURVEY CONTROL
 GC0563  ___________________________________________________________________
 GC0563* NAD 83(1995)-  36 04 59.27743(N)    086 57 34.59413(W)     ADJUSTED  
 GC0563* NAVD 88     -       168.153  (meters)     551.68   (feet)  ADJUSTED  
 GC0563  ___________________________________________________________________
 GC0563  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GC0563  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0563  DYNAMIC HT  -         168.006 (meters)     551.20  (feet)  COMP
 GC0563  MODELED GRAV-     979,757.8   (mgal)                       NAVD 88
 GC0563
 GC0563  HORZ ORDER  -  SECOND
 GC0563  VERT ORDER  -  SECOND    CLASS 0
 GC0563
 GC0563.The horizontal coordinates were established by classical geodetic methods
 GC0563.and adjusted by the National Geodetic Survey in April 1999..
 GC0563
 GC0563.The orthometric height was determined by differential leveling
 GC0563.and adjusted by the National Geodetic Survey in June 1991..
 GC0563
 GC0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0563
 GC0563.The geoid height was determined by GEOID03.
 GC0563
 GC0563.The dynamic height is computed by dividing the NAVD 88
 GC0563.geopotential number by the normal gravity value computed on the
 GC0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0563.degrees latitude (g = 980.6199 gals.).
 GC0563
 GC0563.The modeled gravity was interpolated from observed gravity values.
 GC0563
 GC0563;                    North         East     Units Scale Factor Converg.
 GC0563;SPC TN       -   194,563.118   513,574.000   MT  0.99995782   -0 33 42.5
 GC0563;SPC TN       -   638,329.16  1,684,950.70   sFT  0.99995782   -0 33 42.5
 GC0563;UTM  16      - 3,993,169.895   503,636.477   MT  0.99960016   +0 01 25.6
 GC0563
 GC0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0563!SPC TN       -   0.99997817  x   0.99995782  =   0.99993599
 GC0563!UTM  16      -   0.99997817  x   0.99960016  =   0.99957834
 GC0563
 GC0563:                Primary Azimuth Mark                     Grid Az
 GC0563:SPC TN       -  BELL SE                                  126 52 40.0
 GC0563:UTM  16      -  BELL SE                                  126 17 31.9
 GC0563
 GC0563|---------------------------------------------------------------------|
 GC0563| PID    Reference Object                     Distance      Geod. Az  |
 GC0563|                                                           dddmmss.s |
 GC0563| GC0565 BELL SE                             APPROX. 0.8 KM 1261857.5 |
 GC0563|---------------------------------------------------------------------|
 GC0563
 GC0563                          SUPERSEDED SURVEY CONTROL
 GC0563
 GC0563  NAD 83(1995)-  36 04 59.27943(N)    086 57 34.59622(W) AD(       ) 2
 GC0563  NAD 83(1995)-  36 04 59.28034(N)    086 57 34.59649(W) AD(       ) 2
 GC0563  NAD 83(1986)-  36 04 59.28773(N)    086 57 34.59746(W) AD(       ) 2
 GC0563  NAD 27      -  36 04 59.07090(N)    086 57 34.58600(W) AD(       ) 2
 GC0563  NGVD 29 (??/??/92)  168.175  (m)          551.75   (f) ADJ UNCH    2 0
 GC0563
 GC0563.Superseded values are not recommended for survey control.
 GC0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0563.See file dsdata.txt to determine how the superseded data were derived.
 GC0563
 GC0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0363693170(NAD 83)
 GC0563_MARKER: DZ = AZIMUTH MARK DISK
 GC0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0563_STAMPING: BELL SE 1959
 GC0563_MARK LOGO: CGS   
 GC0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0563+STABILITY: SURFACE MOTION
 GC0563
 GC0563  HISTORY     - Date     Condition        Report By
 GC0563  HISTORY     - 1959     MONUMENTED       CGS
 GC0563  HISTORY     - 1959     GOOD             CGS
 GC0563
 GC0563                          STATION DESCRIPTION
 GC0563
 GC0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0563'9.5 MI SW FROM NASHVILLE.
 GC0563'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0563'NASHVILLE, GO 5.75 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0563'HIGHWAY 70 N), THENCE 2.8 MILES SOUTH ON SAWYER-BROWN RD.,
 GC0563'THENCE 0.9 MILE WEST ON U.S. HIGHWAY 70 S TO A TRACK ROAD ON
 GC0563'THE RIGHT, THENCE 0.05 MILE NORTH ON THE TRACK ROAD, 17 FT. EAST
 GC0563'OF THE TRACK ROAD AND 3 FT. WEST OF A WITNESS SIGN, A DISK SET
 GC0563'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FT.
 GC0563'BELOW THE LEVEL OF THE ROAD.
 GC0563
 GC0563                          STATION RECOVERY (1959)
 GC0563
 GC0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0563'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 GC0563'SET FLUSH WITH THE GROUND AND IS STAMPED BELL SE 1959. IT IS 17
 GC0563'FEET EAST OF THE TRACK ROAD AND 3 FEET WEST OF A WITNESS SIGN.
 GC0563'
 GC0563'TO REACH FROM BELL SE (SEE DESCRIPTION THEREOF) GO WEST ON U.S.
 GC0563'HIGHWAY NO. 70 S FOR 0.4 MILE TO A TRACK ROAD RIGHT, TURN RIGHT
 GC0563'AND GO 0.05 MILE TO THE MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0566 ***********************************************************************
 GC0566  DESIGNATION -  BELL SE RM 1
 GC0566  PID         -  GC0566
 GC0566  STATE/COUNTY-  TN/DAVIDSON
 GC0566  USGS QUAD   -  BELLEVUE (1983)
 GC0566
 GC0566                         *CURRENT SURVEY CONTROL
 GC0566  ___________________________________________________________________
 GC0566* NAD 83(1986)-  36 04 44.     (N)    086 57 09.     (W)     SCALED    
 GC0566* NAVD 88     -       187.960  (meters)     616.67   (feet)  ADJUSTED  
 GC0566  ___________________________________________________________________
 GC0566  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0566  DYNAMIC HT  -         187.796 (meters)     616.13  (feet)  COMP
 GC0566  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 GC0566
 GC0566  VERT ORDER  -  SECOND    CLASS 0
 GC0566
 GC0566.The horizontal coordinates were scaled from a topographic map and have
 GC0566.an estimated accuracy of +/- 6 seconds.
 GC0566
 GC0566.The orthometric height was determined by differential leveling
 GC0566.and adjusted by the National Geodetic Survey in June 1991..
 GC0566
 GC0566.The geoid height was determined by GEOID03.
 GC0566
 GC0566.The dynamic height is computed by dividing the NAVD 88
 GC0566.geopotential number by the normal gravity value computed on the
 GC0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0566.degrees latitude (g = 980.6199 gals.).
 GC0566
 GC0566.The modeled gravity was interpolated from observed gravity values.
 GC0566
 GC0566;                    North         East    Units  Estimated Accuracy
 GC0566;SPC TN       -   194,090.      514,210.      MT  (+/- 180 meters Scaled)
 GC0566
 GC0566                          SUPERSEDED SURVEY CONTROL
 GC0566
 GC0566  NGVD 29 (??/??/92)  187.982  (m)          616.74   (f) ADJ UNCH    2 0
 GC0566
 GC0566.Superseded values are not recommended for survey control.
 GC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0566.See file dsdata.txt to determine how the superseded data were derived.
 GC0566
 GC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE042926(NAD 83)
 GC0566_MARKER: DR = REFERENCE MARK DISK
 GC0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0566_STAMPING: BELL SE NO 1 1959
 GC0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0566+STABILITY: SURFACE MOTION
 GC0566
 GC0566  HISTORY     - Date     Condition        Report By
 GC0566  HISTORY     - 1959     MONUMENTED       CGS
 GC0566
 GC0566                          STATION DESCRIPTION
 GC0566
 GC0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0566'9 MI SW FROM NASHVILLE.
 GC0566'THIS MARK IS LOCATED AT THE BELL SE 1959 STATION SITE, 53.5
 GC0566'FT. EAST OF THE STATION MARK, 27.5 FT. SOUTH OF THE CENTER OF
 GC0566'U.S. HIGHWAY 70 S AND 2 FT. NORTH OF A BOARD FENCE, A DISK
 GC0566'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT
 GC0566'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0423 ***********************************************************************
 FF0423  DESIGNATION -  BELLEVUE
 FF0423  PID         -  FF0423
 FF0423  STATE/COUNTY-  TN/SHELBY
 FF0423  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0423
 FF0423                         *CURRENT SURVEY CONTROL
 FF0423  ___________________________________________________________________
 FF0423* NAD 83(1995)-  35 04 30.68227(N)    090 01 30.84087(W)     ADJUSTED  
 FF0423* NAVD 88     -        77.546  (meters)     254.42   (feet)  ADJUSTED  
 FF0423  ___________________________________________________________________
 FF0423  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FF0423  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0423  DYNAMIC HT  -          77.475 (meters)     254.18  (feet)  COMP
 FF0423  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 FF0423
 FF0423  HORZ ORDER  -  SECOND
 FF0423  VERT ORDER  -  SECOND    CLASS 0
 FF0423
 FF0423.The horizontal coordinates were established by classical geodetic methods
 FF0423.and adjusted by the National Geodetic Survey in April 1999..
 FF0423
 FF0423.The orthometric height was determined by differential leveling
 FF0423.and adjusted by the National Geodetic Survey in June 1991..
 FF0423
 FF0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0423
 FF0423.The geoid height was determined by GEOID03.
 FF0423
 FF0423.The dynamic height is computed by dividing the NAVD 88
 FF0423.geopotential number by the normal gravity value computed on the
 FF0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0423.degrees latitude (g = 980.6199 gals.).
 FF0423
 FF0423.The modeled gravity was interpolated from observed gravity values.
 FF0423
 FF0423;                    North         East     Units Scale Factor Converg.
 FF0423;SPC TN       -    89,859.000   232,970.727   MT  1.00003545   -2 21 23.5
 FF0423;SPC TN       -   294,812.40    764,338.13   sFT  1.00003545   -2 21 23.5
 FF0423;UTM  15      - 3,885,429.878   771,245.526   MT  1.00050686   +1 42 37.8
 FF0423;UTM  16      - 3,885,568.508   224,151.321   MT  1.00053790   -1 44 22.4
 FF0423
 FF0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0423!SPC TN       -   0.99999212  x   1.00003545  =   1.00002757
 FF0423!UTM  15      -   0.99999212  x   1.00050686  =   1.00049897
 FF0423!UTM  16      -   0.99999212  x   1.00053790  =   1.00053001
 FF0423
 FF0423|---------------------------------------------------------------------|
 FF0423| PID    Reference Object                     Distance      Geod. Az  |
 FF0423|                                                           dddmmss.s |
 FF0423| FF0425 BELLEVUE RM 1                        31.379 METERS 00104     |
 FF0423| FF0424 BELLEVUE RM 3                        30.395 METERS 18218     |
 FF0423| FF0422 BELLEVUE RM 2                        31.393 METERS 18218     |
 FF0423| CI2977 BELLEVUE AZ MK                                     2250739.3 |
 FF0423|---------------------------------------------------------------------|
 FF0423
 FF0423                          SUPERSEDED SURVEY CONTROL
 FF0423
 FF0423  NAD 83(1995)-  35 04 30.68427(N)    090 01 30.84055(W) AD(       ) 2
 FF0423  NAD 83(1995)-  35 04 30.68788(N)    090 01 30.84112(W) AD(       ) 2
 FF0423  NAD 83(1986)-  35 04 30.69226(N)    090 01 30.84189(W) AD(       ) 2
 FF0423  NAD 27      -  35 04 30.36410(N)    090 01 30.51140(W) AD(       ) 2
 FF0423  NGVD 29 (??/??/??)   77.514  (m)          254.31   (f) ADJUSTED    2 0
 FF0423
 FF0423.Superseded values are not recommended for survey control.
 FF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0423.See file dsdata.txt to determine how the superseded data were derived.
 FF0423
 FF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7124685430(NAD 83)
 FF0423_MARKER: DE = TRAVERSE STATION DISK
 FF0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0423_STAMPING: BELLEVUE 1959
 FF0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0423+STABILITY: SURFACE MOTION
 FF0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0423+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 FF0423
 FF0423  HISTORY     - Date     Condition        Report By
 FF0423  HISTORY     - 1959     MONUMENTED       CGS
 FF0423  HISTORY     - 1968     GOOD             CGS
 FF0423  HISTORY     - 1968     GOOD             CGS
 FF0423  HISTORY     - 19950322 GOOD             TN1620
 FF0423  HISTORY     - 20021030 GOOD             USACE
 FF0423  HISTORY     - 20050301 GOOD             GEOCAC
 FF0423
 FF0423                          STATION DESCRIPTION
 FF0423
 FF0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0423'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHEAST OF THE
 FF0423'DOWNTOWN SECTION OF MEMPHIS, 4.0 MILES NORTH OF WHITEHAVEN, AND
 FF0423'3.0 MILES NORTHWEST OF THE MEMPHIS MUNICIPAL AIRPORT.  IT IS
 FF0423'LOCATED ON THE INTERSTATE HIGHWAY RIGHT-OF-WAY FOR THE NORTH
 FF0423'BOUND TRAFFIC AND IS ABOUT 0.15 MILE NORTH OF THE EAST-WEST
 FF0423'BOUND LANES OF THE EXPRESSWAY LOOP AROUND MEMPHIS.
 FF0423'
 FF0423'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51
 FF0423'AND FERGUSON ROAD, ABOUT 0.1 MILE NORTH OF THE OVERPASS OVER THE
 FF0423'EXPRESSWAY LOOP AROUND MEMPHIS, GO WEST ON FERGUSON ROAD FOR 0.15
 FF0423'MILE TO THE INTERSECTION OF HERNANDO ROAD.  TURN RIGHT ONTO
 FF0423'HERNANDO ROAD AND GO 0.05 MILE TO A SMALL BUILDING AT 2565
 FF0423'HERNANDO ROAD, OWNED BY MRS. MARY FARONE.  INQUIRE WITH MRS.
 FF0423'FARONE ON HOW TO REACH THE STATION AS HIGHWAY CONSTRUCTION WILL
 FF0423'MAKE THE DESCRIPTION INADEQUATE.
 FF0423'
 FF0423'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0423'BELLEVUE 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0423'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1 FOOT WEST OF
 FF0423'A WITNESS SIGN.
 FF0423'
 FF0423'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION DISK
 FF0423'STAMPED BELLEVUE 1959 AND IS SET ABOUT 30 INCHES BELOW THE
 FF0423'SURFACE OF THE GROUND.
 FF0423'
 FF0423'REFERENCE MARK 1, A STANDARD DISK STAMPED BELLEVUE NO 1 1959,
 FF0423'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0423'IS FLUSH WITH THE GROUND.
 FF0423'
 FF0423'REFERENCE MARK 2, A STANDARD DISK STAMPED BELLEVUE NO 2 1959,
 FF0423'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0423'IS FLUSH WITH THE GROUND.
 FF0423'
 FF0423'THE AZIMUTH MARK, A STANDARD DISK STAMPED BELLEVUE 1959, IS SET
 FF0423'IN THE NORTHEAST CORNER OF THE CENTER 1 OF 3 SPANS OF THE
 FF0423'OVERPASS FOR THE SOUTH BOUND TRAFFIC LANES OF THE INTERSTATE
 FF0423'HIGHWAY LEAVING MEMPHIS.  IT IS 4 FEET SOUTH OF THE NORTHEAST
 FF0423'CORNER OF THE CENTER SPAN OF THE OVERPASS AND IS OVER THE WEST
 FF0423'BOUND TRAFFIC LANES OF THE EXPRESSWAY LOOP, AND 18 INCHES
 FF0423'WEST OF THE EAST EDGE OF THE OVERPASS.
 FF0423
 FF0423                          STATION RECOVERY (1968)
 FF0423
 FF0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FF0423'AFTER AN EXTENDED SEARCH THE STATION MARK AND REFERENCE MARK NO.
 FF0423'1 WERE RECOVERED IN GOOD CONDITION.  THE MONUMENT FOR REFERENCE
 FF0423'MARK NO. 2 WAS FOUND WITH THE DISK POPPED OFF THE SHANK.
 FF0423'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE SHANK OF
 FF0423'THE OLD DISK WAS REMOVED FROM THE REFERENCE MARK NO. 2 MONUMENT
 FF0423'AND AFTER THE TOP OF THE CONCRETE WAS SQUARED OFF, A NEW
 FF0423'REFERENCE MARK DISK DESIGNATED NO. 3 WAS CEMENTED IN A DRILL HOLE
 FF0423'IN THE OLD MONUMENT.  THE HORIZONTAL MEASURED DISTANCES
 FF0423'BETWEEN THE REFERENCE MARKS AND THE STATION WERE FOUND TO
 FF0423'BE REVERSED IN THE 1959 DESCRIPTION.  A DISCREPANCY OF 0.05
 FF0423'OF A FOOT WAS NOTED IN THE HORIZONTAL MEASURED DISTANCE BETWEEN
 FF0423'THE STATION AND REFERENCE MARK NO. 1.  THE STATION MARK,
 FF0423'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE BENCH
 FF0423'MARKS.  WHEN THE ELEVATION WAS CHECKED BETWEEN THE STATION
 FF0423'AND REFERENCE MARK NO. 1 A DISCREPANCY OF 0.017 OF A FOOT
 FF0423'WAS NOTED.  AN ELEVATION WAS TRANSFERRED FROM BENCH MARK
 FF0423'BELLEVUE R.M. 1 TO THE NEW REFERENCE MARK NO. 3.
 FF0423'
 FF0423'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 FF0423'BETWEEN THE MARKS.
 FF0423'
 FF0423'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FF0423'
 FF0423'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF DOWNTOWN
 FF0423'MEMPHIS, 4 MILES NORTH OF WHITEHAVEN, 3 MILES NORTHWEST OF THE
 FF0423'MEMPHIS MUNICIPAL AIRPORT, 0.15 OF A MILE NORTH OF THE
 FF0423'INTERCHANGE OF INTERSTATE ROUTES 240, 255 AND 55, AND ALONG
 FF0423'THE EAST RIGHT-OF-WAY OF THE NORTHBOUND LANES OF INTERSTATE ROUTE
 FF0423'55 AND THE NORRIS STREET EXIT LANE.
 FF0423'
 FF0423'NO STATION TO-REACH DEEMED NECESSARY AS THE STATION CAN BE
 FF0423'DRIVEN TO ONLY BY THE INTERSTATE FROM THE ABOVE MENTIONED
 FF0423'INTERCHANGE.
 FF0423'
 FF0423'THE STATION IS ON A LOW CUT, 117 FEET EAST OF THE APPROXIMATE
 FF0423'CENTER OF THE NORTHBOUND LANES OF INTERSTATE ROUTE 55, 81 FEET
 FF0423'EAST-SOUTHEAST OF LAMP POST NO. A252, 1.5 FEET WEST OF THE
 FF0423'RIGHT-OF-WAY FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 FF0423'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FF0423'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE
 FF0423'SURFACE OF THE GROUND AND THE DISK IS STAMPED BELLEVUE 1959.
 FF0423'
 FF0423'REFERENCE MARK NO. 1 IS 116 FEET EAST OF THE APPROXIMATE CENTER
 FF0423'OF THE NORTHBOUND LANES OF INTERSTATE ROUTE 55, 92 FEET SOUTH
 FF0423'OF A 7-INCH YELLOW PINE TREE, 91 FEET NORTHEAST OF LAMP POST
 FF0423'NO. A252, 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN, AND
 FF0423'0.8 OF A FOOT WEST OF THE RIGHT-OF-WAY FENCE.  IT IS A STANDARD
 FF0423'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FF0423'ABOUT 9 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 FF0423'STAMPED BELLEVUE NO 1 1959.
 FF0423'
 FF0423'REFERENCE MARK NO. 3 IS 155 FEET SOUTHEAST OF LAMP POST NO.
 FF0423'A252, 113 FEET EAST OF THE APPROXIMATE CENTER OF THE NORTHBOUND
 FF0423'LANES OF INTERSTATE ROUTE 55, 112 FEET NORTHEAST OF LAMP POST
 FF0423'NO. A254, 4.2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 0.9 OF A
 FF0423'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FF0423'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FF0423'MONUMENT AND THE DISK IS STAMPED BELLEVUE 1959 NO 3 1968.
 FF0423'
 FF0423'DUE TO THE NEARNESS OF THE REFERENCE MARKS BEING IN A LINE ACROSS
 FF0423'THE STATION, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 FF0423'
 FF0423'THE AZIMUTH MARK IS IN THE EAST WALKWAY OF THE OVERPASS
 FF0423'STRUCTURE FOR THE SOUTHBOUND LANES OF INTERSTATE ROUTE 55
 FF0423'WHERE IT CROSSES OVER INTERSTATE ROUTES 240 AND 255 ABOUT 0.2
 FF0423'OF A MILE SOUTHWEST OF THE STATION.  IT IS 51 FEET SOUTH OF THE
 FF0423'NORTHEAST CORNER OF THE STRUCTURE, 41 FEET NORTH OF LAMP POST
 FF0423'NO. A263, 1.0 FOOT WEST OF THE METAL SAFETY RAILING, AND ABOUT
 FF0423'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD DISK
 FF0423'CEMENTED IN A DRILL HOLE IN THE TOP OF THE WALKWAY AND THE
 FF0423'DISK IS STAMPED BELLEVUE 1959.
 FF0423'
 FF0423'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 FF0423'THE NORRIS ROAD EXIT TO HERNANDO ROAD, THEN NORTH ON HERNANDO
 FF0423'ROAD FOR A TOTAL DISTANCE OF ABOUT 0.75 MILE TO NORRIS ROAD.
 FF0423'HERE TURN LEFT ON THE NORRIS ROAD OVERPASS, CROSS OVER THE
 FF0423'INTERSTATE, AND TURN LEFT AGAIN IMMEDIATELY AFTER CROSSING ONTO
 FF0423'THE INTERSTATE 55 SOUTHBOUND ACCESS AND GO SOUTH ALONG
 FF0423'INTERSTATE ROUTE 55 FOR 0.85 MILE TO THE MARK ON THE LEFT IN THE
 FF0423'OVERPASS STRUCTURE AS DESCRIBED.
 FF0423'
 FF0423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN THE
 FF0423'SOUTHEAST SECTION OF MEMPHIS.
 FF0423
 FF0423                          STATION RECOVERY (1968)
 FF0423
 FF0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FF0423'IN MEMPHIS.
 FF0423'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 FF0423'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 5 MILES
 FF0423'SOUTH-SOUTHEAST OF DOWNTOWN MEMPHIS, 4 MILES NORTH OF WHITEHAVEN,
 FF0423'3 MILES NORTHWEST OF THE MEMPHIS MUNICIPAL AIRPORT, 0.15 OF A
 FF0423'MILE NORTH OF THE INTERCHANGE OF INTERSTATE ROUTES 240, 255 AND
 FF0423'55, AND ALONG THE EAST RIGHT-OF-WAY OF THE NORTH-BOUND LANES OF
 FF0423'INTERSTATE ROUTE 55 AND THE NORRIS ROAD EXIT LANE.  THIS STATION
 FF0423'CAN BE REACHED IN A VEHICLE ONLY BY THE INTERSTATE FROM THE
 FF0423'ABOVE MENTIONED INTERCHANGE.  IT IS ON A LOW CUT, 117 FEET
 FF0423'EAST OF THE APPROXIMATE CENTER OF THE NORTHBOUND LANES OF
 FF0423'INTERSTATE ROUTE 55, 102.95 FEET SOUTH OF REFERENCE MARK NO. 1,
 FF0423'99.72 FEET NORTH OF REFERENCE MARK NO. 3, 81 FEET EAST-SOUTHEAST
 FF0423'OF LAMP POST NO. A252, 1.5 FEET WEST OF THE RIGHT-OF-WAY
 FF0423'FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.
 FF0423'IT IS A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A
 FF0423'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE
 FF0423'SURFACE OF THE GROUND AND THE DISK IS STAMPED BELLEVUE 1959.
 FF0423
 FF0423                          STATION RECOVERY (1995)
 FF0423
 FF0423'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0423'RECOVERED IN GOOD CONDITION.
 FF0423
 FF0423                          STATION RECOVERY (2002)
 FF0423
 FF0423'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0423'RECOVERED IN GOOD CONDITION.
 FF0423
 FF0423                          STATION RECOVERY (2005)
 FF0423
 FF0423'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 FF0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0425 ***********************************************************************
 FF0425  DESIGNATION -  BELLEVUE RM 1
 FF0425  PID         -  FF0425
 FF0425  STATE/COUNTY-  TN/SHELBY
 FF0425  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0425
 FF0425                         *CURRENT SURVEY CONTROL
 FF0425  ___________________________________________________________________
 FF0425* NAD 83(1986)-  35 04 30.     (N)    090 01 29.     (W)     SCALED    
 FF0425* NAVD 88     -        76.688  (meters)     251.60   (feet)  ADJUSTED  
 FF0425  ___________________________________________________________________
 FF0425  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0425  DYNAMIC HT  -          76.617 (meters)     251.37  (feet)  COMP
 FF0425  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 FF0425
 FF0425  VERT ORDER  -  SECOND    CLASS 0
 FF0425
 FF0425.The horizontal coordinates were scaled from a topographic map and have
 FF0425.an estimated accuracy of +/- 6 seconds.
 FF0425
 FF0425.The orthometric height was determined by differential leveling
 FF0425.and adjusted by the National Geodetic Survey in June 1991..
 FF0425
 FF0425.The geoid height was determined by GEOID03.
 FF0425
 FF0425.The dynamic height is computed by dividing the NAVD 88
 FF0425.geopotential number by the normal gravity value computed on the
 FF0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0425.degrees latitude (g = 980.6199 gals.).
 FF0425
 FF0425.The modeled gravity was interpolated from observed gravity values.
 FF0425
 FF0425;                    North         East    Units  Estimated Accuracy
 FF0425;SPC TN       -    89,840.      233,020.      MT  (+/- 180 meters Scaled)
 FF0425
 FF0425                          SUPERSEDED SURVEY CONTROL
 FF0425
 FF0425  NGVD 29 (??/??/??)   76.656  (m)          251.50   (f) ADJUSTED    2 0
 FF0425
 FF0425.Superseded values are not recommended for survey control.
 FF0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0425.See file dsdata.txt to determine how the superseded data were derived.
 FF0425
 FF0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU712854(NAD 83)
 FF0425_MARKER: DR = REFERENCE MARK DISK
 FF0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0425_STAMPING: BELLEVUE NO 1 1959
 FF0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0425+STABILITY: SURFACE MOTION
 FF0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0425+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF0425
 FF0425  HISTORY     - Date     Condition        Report By
 FF0425  HISTORY     - 1959     MONUMENTED       CGS
 FF0425  HISTORY     - 1968     GOOD             CGS
 FF0425  HISTORY     - 19950313 GOOD             TN1620
 FF0425  HISTORY     - 20021030 GOOD             USACE
 FF0425
 FF0425                          STATION DESCRIPTION
 FF0425
 FF0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FF0425'IN MEMPHIS.
 FF0425'THIS MARK IS AT THE BELLEVUE 1959 TRAVERSE STATION SITE, 116
 FF0425'FEET EAST OF THE APPROXIMATE CENTER OF THE NORTHBOUND LANES OF
 FF0425'INTERSTATE ROUTE 55, 102.95 FEET NORTH OF THE STATION MARK,
 FF0425'92 FEET SOUTH OF A 7-INCH YELLOW PINE TREE, 91 FEET NORTHEAST
 FF0425'OF LAMP POST NO. A252, 1.0 FOOT SOUTH OF A METAL WITNESS POST
 FF0425'AND SIGN, AND 0.8 OF A FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 FF0425'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FF0425'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 9 INCHES BELOW THE
 FF0425'SURFACE OF THE GROUND AND THE DISK IS STAMPED BELLEVUE NO 1 1959.
 FF0425
 FF0425                          STATION RECOVERY (1995)
 FF0425
 FF0425'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0425'RECOVERED IN GOOD CONDITION.
 FF0425
 FF0425                          STATION RECOVERY (2002)
 FF0425
 FF0425'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0424 ***********************************************************************
 FF0424  DESIGNATION -  BELLEVUE RM 3
 FF0424  PID         -  FF0424
 FF0424  STATE/COUNTY-  TN/SHELBY
 FF0424  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0424
 FF0424                         *CURRENT SURVEY CONTROL
 FF0424  ___________________________________________________________________
 FF0424* NAD 83(1986)-  35 04 29.     (N)    090 01 29.     (W)     SCALED    
 FF0424* NAVD 88     -        76.54   (+/-2cm)     251.1    (feet)  VERTCON   
 FF0424  ___________________________________________________________________
 FF0424  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0424
 FF0424  VERT ORDER  -  THIRD (See Below)
 FF0424
 FF0424.The horizontal coordinates were scaled from a topographic map and have
 FF0424.an estimated accuracy of +/- 6 seconds.
 FF0424
 FF0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF0424.The vertical order pertains to the NGVD 29 superseded value.
 FF0424
 FF0424.The geoid height was determined by GEOID03.
 FF0424
 FF0424;                    North         East    Units  Estimated Accuracy
 FF0424;SPC TN       -    89,810.      233,020.      MT  (+/- 180 meters Scaled)
 FF0424
 FF0424                          SUPERSEDED SURVEY CONTROL
 FF0424
 FF0424  NGVD 29 (??/??/??)   76.51   (m)          251.0    (f) RESET       3  
 FF0424
 FF0424.Superseded values are not recommended for survey control.
 FF0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0424.See file dsdata.txt to determine how the superseded data were derived.
 FF0424
 FF0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU712853(NAD 83)
 FF0424_MARKER: DR = REFERENCE MARK DISK
 FF0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0424_STAMPING: BELLEVUE 1959 NO 3 1968
 FF0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0424+STABILITY: SURFACE MOTION
 FF0424
 FF0424  HISTORY     - Date     Condition        Report By
 FF0424  HISTORY     - 1968     MONUMENTED       CGS
 FF0424  HISTORY     - 19950313 GOOD             TN1620
 FF0424
 FF0424                          STATION DESCRIPTION
 FF0424
 FF0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FF0424'IN MEMPHIS.
 FF0424'THIS MARK IS AT THE BELLEVUE 1959 TRAVERSE STATION SITE, 155
 FF0424'FEET SOUTHEAST OF LAMP POST NO. A252, 113 FEET EAST OF THE
 FF0424'APPROXIMATE CENTER OF THE NORTHBOUND LANES OF INTERSTATE ROUTE
 FF0424'55, 112 FEET NORTHEAST OF LAMP POST NO. A254, 99.72 FEET SOUTH OF
 FF0424'THE STATION MARK, 4.2 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 FF0424'AND 0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS
 FF0424'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 FF0424'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BELLEVUE
 FF0424'1959 NO 3 1968.
 FF0424
 FF0424                          STATION RECOVERY (1995)
 FF0424
 FF0424'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2419 ***********************************************************************
 FE2419  DESIGNATION -  BELLS
 FE2419  PID         -  FE2419
 FE2419  STATE/COUNTY-  TN/CROCKETT
 FE2419  USGS QUAD   -  BELLS (1981)
 FE2419
 FE2419                         *CURRENT SURVEY CONTROL
 FE2419  ___________________________________________________________________
 FE2419* NAD 83(1995)-  35 44 03.62976(N)    089 03 12.90951(W)     ADJUSTED  
 FE2419* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 FE2419  ___________________________________________________________________
 FE2419  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FE2419  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE2419
 FE2419  HORZ ORDER  -  SECOND
 FE2419
 FE2419.The horizontal coordinates were established by classical geodetic methods
 FE2419.and adjusted by the National Geodetic Survey in April 1999..
 FE2419
 FE2419.The orthometric height was scaled from a topographic map.
 FE2419
 FE2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2419
 FE2419.The geoid height was determined by GEOID03.
 FE2419
 FE2419;                    North         East     Units Scale Factor Converg.
 FE2419;SPC TN       -   159,749.372   323,815.646   MT  0.99994991   -1 47 15.7
 FE2419;SPC TN       -   524,111.06  1,062,385.17   sFT  0.99994991   -1 47 15.7
 FE2419;UTM  16      - 3,956,427.959   314,283.670   MT  1.00002503   -1 11 58.9
 FE2419
 FE2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2419!SPC TN       -   0.99998480  x   0.99994991  =   0.99993471
 FE2419!UTM  16      -   0.99998480  x   1.00002503  =   1.00000983
 FE2419
 FE2419|---------------------------------------------------------------------|
 FE2419| PID    Reference Object                     Distance      Geod. Az  |
 FE2419|                                                           dddmmss.s |
 FE2419| CG3210 BELLS RM 1                           13.122 METERS 06608     |
 FE2419| CG3211 BELLS RM 2                           13.788 METERS 21237     |
 FE2419| FE2407 ALAMO MUNICIPAL TANK                APPROX. 7.6 KM 3131228.9 |
 FE2419| CG3209 BELLS AZ MK                                        3551634.2 |
 FE2419|---------------------------------------------------------------------|
 FE2419
 FE2419                          SUPERSEDED SURVEY CONTROL
 FE2419
 FE2419  NAD 83(1995)-  35 44 03.63449(N)    089 03 12.91259(W) AD(       ) 2
 FE2419  NAD 83(1986)-  35 44 03.64122(N)    089 03 12.91031(W) AD(       ) 2
 FE2419  NAD 27      -  35 44 03.38110(N)    089 03 12.68190(W) AD(       ) 2
 FE2419
 FE2419.Superseded values are not recommended for survey control.
 FE2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2419.See file dsdata.txt to determine how the superseded data were derived.
 FE2419
 FE2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1428456428(NAD 83)
 FE2419_MARKER: DS = TRIANGULATION STATION DISK
 FE2419_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FE2419
 FE2419  HISTORY     - Date     Condition        Report By
 FE2419  HISTORY     - 1958     MONUMENTED       CGS
 FE2419
 FE2419                          STATION DESCRIPTION
 FE2419
 FE2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2419'THE STATION IS ABOUT 2.3 MILES NORTHEAST OF BELLS, ABOUT 4-1/2 MILES
 FE2419'SOUTHEAST OF ALAMO AND ON PROPERTY OWNED BY J. O.  BOYD. IT IS 16
 FE2419'FEET WEST OF A WHITE WITNESS POST AND 53 FEET NORTHWEST OF THE
 FE2419'CENTERLINE OF U.S. HIGHWAY 70. THE MONUMENT IS 14 INCHES
 FE2419'BELOW THE GROUND AND THE DISK IS STAMPED BELLS 1958.
 FE2419'
 FE2419'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 20 AND
 FE2419'U.S. HIGHWAY 70 IN THE NORTHEAST CORNER OF BELLS, GO NORTHEAST ON
 FE2419'HIGHWAY 70 FOR 2.3 MILES TO A SIDE ROAD NORTH. *CONTINUE NORTHEAST ON
 FE2419'HIGHWAY 70 FOR 0.05 MILE TO THE STATION ON THE LEFT.
 FE2419'
 FE2419'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO NORTH ON THE GRAVELED
 FE2419'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2419'
 FE2419'REFERENCE MARK 1 IS 39 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 70
 FE2419'AND 30 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2419'FLUSH AND THE DISK IS STAMPED BELLS NO 1 1958.
 FE2419'
 FE2419'REFERENCE MARK 2 IS 9 FEET NORTHWEST OF THE EDGE OF THE BANK, 38 FEET
 FE2419'NORTHWEST OF THE CENTERLINE OF HIGHWAY 70 AND 54 FEET SOUTHWEST OF
 FE2419'A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2419'BELLS NO 2 1958.
 FE2419'
 FE2419'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF A WHITE WITNESS POST, 1 FOOT
 FE2419'SOUTH OF A POWERLINE POLE AND 22 FEET EAST OF THE CENTERLINE OF A
 FE2419'GRAVELED ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BELLS
 FE2419'1958.
 FE2419'
 FE2419'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2525 ***********************************************************************
 GC2525  DESIGNATION -  BELLSBURG
 GC2525  PID         -  GC2525
 GC2525  STATE/COUNTY-  TN/DICKSON
 GC2525  USGS QUAD   -  CHEATHAM DAM (1983)
 GC2525
 GC2525                         *CURRENT SURVEY CONTROL
 GC2525  ___________________________________________________________________
 GC2525* NAD 83(1995)-  36 17 08.01484(N)    087 10 47.24099(W)     ADJUSTED  
 GC2525* NAVD 88     -       201.72   (+/-2cm)     661.8    (feet)  VERTCON   
 GC2525  ___________________________________________________________________
 GC2525  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GC2525  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC2525
 GC2525  HORZ ORDER  -  THIRD
 GC2525  VERT ORDER  -  THIRD ? (See Below)
 GC2525
 GC2525.The horizontal coordinates were established by classical geodetic methods
 GC2525.and adjusted by the National Geodetic Survey in April 1999..
 GC2525
 GC2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2525.The vertical order pertains to the NGVD 29 superseded value.
 GC2525
 GC2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2525
 GC2525.The geoid height was determined by GEOID03.
 GC2525
 GC2525;                    North         East     Units Scale Factor Converg.
 GC2525;SPC TN       -   217,239.298   494,015.430   MT  0.99997937   -0 41 26.5
 GC2525;SPC TN       -   712,725.93  1,620,782.29   sFT  0.99997937   -0 41 26.5
 GC2525;UTM  16      - 4,015,636.943   483,854.641   MT  0.99960321   -0 06 23.0
 GC2525
 GC2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2525!SPC TN       -   0.99997293  x   0.99997937  =   0.99995230
 GC2525!UTM  16      -   0.99997293  x   0.99960321  =   0.99957615
 GC2525
 GC2525|---------------------------------------------------------------------|
 GC2525| PID    Reference Object                     Distance      Geod. Az  |
 GC2525|                                                           dddmmss.s |
 GC2525| CG5579 BELLSBURG RM 1                       15.283 METERS 00532     |
 GC2525| CG5578 BELLSBURG AZ MK                                    0981159.8 |
 GC2525| CG5580 BELLSBURG RM 2                       13.581 METERS 12704     |
 GC2525|---------------------------------------------------------------------|
 GC2525
 GC2525                          SUPERSEDED SURVEY CONTROL
 GC2525
 GC2525  NAD 83(1995)-  36 17 08.01638(N)    087 10 47.24312(W) AD(       ) 3
 GC2525  NAD 83(1995)-  36 17 08.01825(N)    087 10 47.24431(W) AD(       ) 3
 GC2525  NAD 83(1986)-  36 17 08.02469(N)    087 10 47.24408(W) AD(       ) 3
 GC2525  NAD 27      -  36 17 07.82800(N)    087 10 47.22500(W) AD(       ) 3
 GC2525  NGVD 29 (07/19/86)  201.77   (m)          662.0    (f) LEVELING    3  
 GC2525
 GC2525.Superseded values are not recommended for survey control.
 GC2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2525.See file dsdata.txt to determine how the superseded data were derived.
 GC2525
 GC2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8385515637(NAD 83)
 GC2525_MARKER: DS = TRIANGULATION STATION DISK
 GC2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2525
 GC2525  HISTORY     - Date     Condition        Report By
 GC2525  HISTORY     - 1953     MONUMENTED       CGS
 GC2525
 GC2525                          STATION DESCRIPTION
 GC2525
 GC2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2525'STATION IS LOCATED 7 MILES WEST OF ASHLAND CITY ON THE NORTH SIDE OF
 GC2525'STATE HIGHWAY 49 AND ON PROPERTY OWNED BY MR. HERMAN A.
 GC2525'BALL.  IT IS 187 FEET NORTH OF THE CENTER OF THE HIGHWAY, 71 FEET
 GC2525'EAST OF THE SOUTHEAST CORNER OF A HOUSE AND 47 FEET WEST OF
 GC2525'THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 GC2525'STAMPED BELLSBURG 1953.
 GC2525'
 GC2525'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GC2525'AND 16 FEET NORTHEAST OF THE CENTER OF AN ENTRANCE DRIVE.
 GC2525'THE MARK IS FLUSH AND THE DISK IS STAMPED BELLSBURG NO. 1 1953.
 GC2525'
 GC2525'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GC2525'AND 18 FEET NORTHEAST OF A 36 INCH MAPLE TREE.  THE MARK IS FLUSH
 GC2525'AND THE DISK IS STAMPED BELLSBURG NO. 2 1953.
 GC2525'
 GC2525'AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER OF HIGHWAY 49, 5 FEET
 GC2525'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 GC2525'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BELLSBURG 1953.
 GC2525'
 GC2525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 49 IN
 GC2525'ASHLAND CITY, GO SOUTHWEST ON HIGHWAY 49 FOR 7.05 MILES TO THE
 GC2525'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON THE HIGHWAY FOR
 GC2525'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2525'
 GC2525'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2146 ***********************************************************************
 GC2146  DESIGNATION -  BELLWOOD
 GC2146  PID         -  GC2146
 GC2146  STATE/COUNTY-  TN/WILSON
 GC2146  USGS QUAD   -  BELLWOOD (1994)
 GC2146
 GC2146                         *CURRENT SURVEY CONTROL
 GC2146  ___________________________________________________________________
 GC2146* NAD 83(1995)-  36 17 25.48161(N)    086 08 20.21325(W)     ADJUSTED  
 GC2146* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 GC2146  ___________________________________________________________________
 GC2146  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 GC2146  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2146
 GC2146  HORZ ORDER  -  SECOND
 GC2146
 GC2146.The horizontal coordinates were established by classical geodetic methods
 GC2146.and adjusted by the National Geodetic Survey in April 1999..
 GC2146
 GC2146.The orthometric height was scaled from a topographic map.
 GC2146
 GC2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2146
 GC2146.The geoid height was determined by GEOID03.
 GC2146
 GC2146;                    North         East     Units Scale Factor Converg.
 GC2146;SPC TN       -   217,147.708   587,518.272   MT  0.99998004   -0 04 52.8
 GC2146;SPC TN       -   712,425.44  1,927,549.53   sFT  0.99998004   -0 04 52.8
 GC2146;UTM  16      - 4,016,504.012   577,319.909   MT  0.99967366   +0 30 34.8
 GC2146
 GC2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2146!SPC TN       -   0.99995706  x   0.99998004  =   0.99993710
 GC2146!UTM  16      -   0.99995706  x   0.99967366  =   0.99963074
 GC2146
 GC2146:                Primary Azimuth Mark                     Grid Az
 GC2146:SPC TN       -  TROUSDALE                                025 06 21.8
 GC2146:UTM  16      -  TROUSDALE                                024 30 54.2
 GC2146
 GC2146|---------------------------------------------------------------------|
 GC2146| PID    Reference Object                     Distance      Geod. Az  |
 GC2146|                                                           dddmmss.s |
 GC2146| GC2143 TROUSDALE                           APPROX.10.1 KM 0250129.0 |
 GC2146| CG5581 BELLWOOD RM 1                        16.878 METERS 21933     |
 GC2146| CG5582 BELLWOOD RM 2                        15.858 METERS 34516     |
 GC2146|---------------------------------------------------------------------|
 GC2146
 GC2146                          SUPERSEDED SURVEY CONTROL
 GC2146
 GC2146  NAD 83(1995)-  36 17 25.48330(N)    086 08 20.21471(W) AD(       ) 2
 GC2146  NAD 83(1995)-  36 17 25.48891(N)    086 08 20.21856(W) AD(       ) 2
 GC2146  NAD 83(1986)-  36 17 25.49146(N)    086 08 20.21506(W) AD(       ) 2
 GC2146  NAD 27      -  36 17 25.30100(N)    086 08 20.26400(W) AD(       ) 2
 GC2146
 GC2146.Superseded values are not recommended for survey control.
 GC2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2146.See file dsdata.txt to determine how the superseded data were derived.
 GC2146
 GC2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7732016504(NAD 83)
 GC2146_MARKER: DS = TRIANGULATION STATION DISK
 GC2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2146
 GC2146  HISTORY     - Date     Condition        Report By
 GC2146  HISTORY     - 1950     MONUMENTED       CGS
 GC2146
 GC2146                          STATION DESCRIPTION
 GC2146
 GC2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2146'STATION IS LOCATED ON A HIGH TIMBERED RIDGE, ABOUT 11 MILES WEST OF
 GC2146'CARTHAGE AND 7 MILES SOUTH OF HARTSVILLE, ON LAND OWNED BY JAMES
 GC2146'HARDING.  IT IS 36 FEET WEST OF A TRIANGLE BLAZED ON A 20 INCH OAK
 GC2146'TREE, 33 FEET SOUTH OF A 15 INCH LOCUST TREE, 27 FEET NORTH OF
 GC2146'AN 18 INCH OAK TREE AND 10 FEET NORTHEAST OF A WHITE WITNESS POST.
 GC2146'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2146'BELLWOOD 1950.
 GC2146'
 GC2146'REFERENCE MARK NO. 1 IS 13 FEET WEST OF A 30 INCH OAK TREE AND 11
 GC2146'FEET EAST OF A 24 INCH OAK TREE.  THE DISK IS SET IN BED ROCK,
 GC2146'FLUSH WITH THE GROUND AND IS STAMPED BELLWOOD NO 1 1950.
 GC2146'
 GC2146'REFERENCE MARK NO. 2 IS 32 FEET WEST OF A 30 INCH OAK TREE AND 25
 GC2146'FEET NORTH OF A 15 INCH LOCUST TREE.  THE DISK IS SET IN BED ROCK,
 GC2146'FLUSH WITH THE GROUND AND IS STAMPED BELLWOOD NO 2 1950.
 GC2146'
 GC2146'STATIONS HARTSVILLE AND TROUSDALE ARE VISIBLE FROM THE GROUND AND CAN
 GC2146'BE USED AS AN AZIMUTH MARK.
 GC2146'
 GC2146'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE
 GC2146'HIGHWAY 25 AT THE SOUTH END OF THE BRIDGE OVER THE CUMBERLAND RIVER
 GC2146'IN CARTHAGE, GO WEST ON U.S. HIGHWAY 70N FOR 10.2 MILES TO THE
 GC2146'SMITH-WILSON COUNTY LINE, CONTINUE ON THE HIGHWAY FOR 1.7 MILES TO
 GC2146'A CROSSROAD, TURN RIGHT AND GO 0.7 MILE TO A T-ROAD INTERSECTION IN
 GC2146'BELLWOOD, TURN LEFT AND GO 0.35 MILE TO A T-ROAD RIGHT, TURN RIGHT
 GC2146'AND GO 1.7 MILES TO A FORK RIGHT, TURN RIGHT AND GO 0.4 MILE TO A
 GC2146'T-ROAD RIGHT, TURN RIGHT AND GO 1.1 MILES TO TRIANGLE BLAZED ON
 GC2146'A 12 INCH CEDAR TREE AND A DIM WOODS ROAD LEFT AND END OF TRUCK
 GC2146'TRAVEL, TURN LEFT AND FOLLOW TRACK ROAD 0.8 MILE TO THE HIGHEST RIDGE
 GC2146'AND THE STATION AS DESCRIBED.  A FOUR WHEEL DRIVE TRUCK CAN BE
 GC2146'DRIVEN TO THE STATION.
 GC2146'
 GC2146'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2348 ***********************************************************************
 FE2348  DESIGNATION -  BEMIS BROS BAG COMPANY TANK
 FE2348  PID         -  FE2348
 FE2348  STATE/COUNTY-  TN/MADISON
 FE2348  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2348
 FE2348                         *CURRENT SURVEY CONTROL
 FE2348  ___________________________________________________________________
 FE2348* NAD 83(1995)-  35 34 30.13531(N)    088 49 18.00455(W)     ADJUSTED  
 FE2348* NAVD 88     -                                                        
 FE2348  ___________________________________________________________________
 FE2348  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FE2348  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2348
 FE2348  HORZ ORDER  -  THIRD
 FE2348
 FE2348.The horizontal coordinates were established by classical geodetic methods
 FE2348.and adjusted by the National Geodetic Survey in April 1999..
 FE2348
 FE2348
 FE2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2348
 FE2348.The geoid height was determined by GEOID03.
 FE2348
 FE2348;                    North         East     Units Scale Factor Converg.
 FE2348;SPC TN       -   141,452.711   344,276.127   MT  0.99995856   -1 39 06.9
 FE2348;SPC TN       -   464,082.77  1,129,512.59   sFT  0.99995856   -1 39 06.9
 FE2348;UTM  16      - 3,938,342.498   334,932.016   MT  0.99993578   -1 03 36.1
 FE2348
 FE2348                          SUPERSEDED SURVEY CONTROL
 FE2348
 FE2348  NAD 83(1995)-  35 34 30.14046(N)    088 49 18.00939(W) AD(       ) 4
 FE2348  NAD 83(1986)-  35 34 30.14692(N)    088 49 18.00545(W) AD(       ) 4
 FE2348  NAD 27      -  35 34 29.88400(N)    088 49 17.80100(W) AD(       ) 3
 FE2348
 FE2348.Superseded values are not recommended for survey control.
 FE2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2348.See file dsdata.txt to determine how the superseded data were derived.
 FE2348
 FE2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3493238342(NAD 83)
 FE2348_MARKER: 53 = ELEVATED TANK
 FE2348
 FE2348  HISTORY     - Date     Condition        Report By
 FE2348  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2348
 FE2348                          STATION DESCRIPTION
 FE2348
 FE2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2348'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE BEMIS
 FE2348'BROTHERS BAG COMPANY LOCATED ABOUT 200 FEET SOUTH OF THE COMPANY
 FE2348'OFFICE BUILDING IN THE EASTERN SECTION OF BEMIS.  IT IS A STEEL TANK
 FE2348'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND PAINTED SILVER WITH THE
 FE2348'NAME BEMIS PAINTED IN BLACK LETTERS ON THE EAST SIDE.  THE HEIGHT IS
 FE2348'ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1492 ***********************************************************************
 GC1492  DESIGNATION -  BEND
 GC1492  PID         -  GC1492
 GC1492  STATE/COUNTY-  TN/CHEATHAM
 GC1492  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1492
 GC1492                         *CURRENT SURVEY CONTROL
 GC1492  ___________________________________________________________________
 GC1492* NAD 83(1995)-  36 05 17.64122(N)    087 04 13.67667(W)     ADJUSTED  
 GC1492* NAVD 88     -       191.185  (meters)     627.25   (feet)  ADJUSTED  
 GC1492  ___________________________________________________________________
 GC1492  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GC1492  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC1492  DYNAMIC HT  -         191.021 (meters)     626.71  (feet)  COMP
 GC1492  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GC1492
 GC1492  HORZ ORDER  -  SECOND
 GC1492  VERT ORDER  -  SECOND    CLASS 0
 GC1492
 GC1492.The horizontal coordinates were established by classical geodetic methods
 GC1492.and adjusted by the National Geodetic Survey in April 1999..
 GC1492
 GC1492.The orthometric height was determined by differential leveling
 GC1492.and adjusted by the National Geodetic Survey in June 1991..
 GC1492
 GC1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1492
 GC1492.The geoid height was determined by GEOID03.
 GC1492
 GC1492.The dynamic height is computed by dividing the NAVD 88
 GC1492.geopotential number by the normal gravity value computed on the
 GC1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1492.degrees latitude (g = 980.6199 gals.).
 GC1492
 GC1492.The modeled gravity was interpolated from observed gravity values.
 GC1492
 GC1492;                    North         East     Units Scale Factor Converg.
 GC1492;SPC TN       -   195,232.627   503,596.441   MT  0.99995821   -0 37 36.1
 GC1492;SPC TN       -   640,525.71  1,652,215.99   sFT  0.99995821   -0 37 36.1
 GC1492;UTM  16      - 3,993,737.227   493,656.172   MT  0.99960050   -0 02 29.4
 GC1492
 GC1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1492!SPC TN       -   0.99997454  x   0.99995821  =   0.99993275
 GC1492!UTM  16      -   0.99997454  x   0.99960050  =   0.99957505
 GC1492
 GC1492|---------------------------------------------------------------------|
 GC1492| PID    Reference Object                     Distance      Geod. Az  |
 GC1492|                                                           dddmmss.s |
 GC1492| GC1493 BEND RM 1                            10.163 METERS 08116     |
 GC1492| GC1489 KNOLL                               APPROX. 0.9 KM 2603836.6 |
 GC1492| GC1491 BEND RM 2                            10.540 METERS 27012     |
 GC1492|---------------------------------------------------------------------|
 GC1492
 GC1492                          SUPERSEDED SURVEY CONTROL
 GC1492
 GC1492  NAD 83(1995)-  36 05 17.64308(N)    087 04 13.67918(W) AD(       ) 2
 GC1492  NAD 83(1995)-  36 05 17.64396(N)    087 04 13.67940(W) AD(       ) 2
 GC1492  NAD 83(1986)-  36 05 17.65169(N)    087 04 13.67981(W) AD(       ) 2
 GC1492  NAD 27      -  36 05 17.43460(N)    087 04 13.66350(W) AD(       ) 2
 GC1492  NGVD 29 (??/??/92)  191.202  (m)          627.30   (f) ADJ UNCH    2 0
 GC1492
 GC1492.Superseded values are not recommended for survey control.
 GC1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1492.See file dsdata.txt to determine how the superseded data were derived.
 GC1492
 GC1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9365693737(NAD 83)
 GC1492_MARKER: DE = TRAVERSE STATION DISK
 GC1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1492_STAMPING: BEND 1959
 GC1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1492+STABILITY: SURFACE MOTION
 GC1492
 GC1492  HISTORY     - Date     Condition        Report By
 GC1492  HISTORY     - 1959     MONUMENTED       CGS
 GC1492  HISTORY     - 1959     GOOD             CGS
 GC1492
 GC1492                          STATION DESCRIPTION
 GC1492
 GC1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1492'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY ON INTERSTATE
 GC1492'HIGHWAY NO. 40, ABOUT 3 MILES SOUTHEAST OF KINGSTON SPRINGS, ABOUT
 GC1492'2 MILES SOUTHWEST OF PEGRAM AND ABOUT 0.1 MILE NORTHWEST OF THE SEARS
 GC1492'FAMILY CEMETERY.
 GC1492'
 GC1492'TO REACH THE STATION FROM THE PEGRAM COMMUNITY HALL IN THE SMALL
 GC1492'VILLAGE OF PEGRAM, GO SOUTH AND WEST ON A BLACK TOPPED ROAD FOR 0.85
 GC1492'MILE TO THE END OF THE BLACK TOP AND A SIDE ROAD ON THE LEFT. HERE
 GC1492'TURN LEFT AND GO SOUTH ON A GRADED ROAD, FOR 0.8 MILE TO
 GC1492'A BOARD GATE, PASS THROUGH THIS GATE AND CONTINUE SOUTH FOR 0.1 MILE
 GC1492'TO THE NORTH EDGE OF INTERSTATE HIGHWAY NO. 40, TURN RIGHT AND
 GC1492'FOLLOW ALONG THE RIGHT-OF-WAY FENCE EAST FOR 0.1 MILE AND THE STATION
 GC1492'AS DESCRIBED.
 GC1492'
 GC1492'THE STATION MARK IS 17 FEET NORTH OF THE NORTH BANK OF THE HIGHWAY
 GC1492'CUT, 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 4.5 FEET
 GC1492'SOUTH-SOUTHEAST OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK
 GC1492'STAMPED BEND 1959 AND SET IN A CONCRETE MONUMENT FLUSH WITH THE
 GC1492'GROUND. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GC1492'
 GC1492'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF THE NORTH BANK OF THE
 GC1492'HIGHWAY CUT, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND ABOUT THE
 GC1492'SAME ELEVATION AS THE STATION. THE DISK IS STAMPED BEND NO 1 1959 AND
 GC1492'IS SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GC1492'
 GC1492'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE NORTH BANK OF THE
 GC1492'HIGHWAY CUT, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND ABOUT THE
 GC1492'SAME ELEVATION AS THE STATION. THE DISK IS STAMPED BEND NO 2 1959 AND
 GC1492'IS SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GC1492'
 GC1492'TRAVERSE STATION KNOLL WAS USED AS AN AZIMUTH MARK. SEE DESCRIPTION
 GC1492'THEREOF.
 GC1492'
 GC1492'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GC1492
 GC1492                          STATION RECOVERY (1959)
 GC1492
 GC1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1492'3.2 MI SE FROM KINGSTON SPRINGS.
 GC1492'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1492'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1492'ROAD, THENCE 1.5 MILE EAST ON THE INTERSTATE HIGHWAY ON THE CREST
 GC1492'OF A HILL, 17 FT. NORTH OF THE NORTH BANK OF THE HIGHWAY CUT, 5
 GC1492'FT. SOUTH OF THE RIGHT OF WAY FENCE AND 4.5 FT. SOUTH-SOUTHEAST
 GC1492'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST THAT IS
 GC1492'SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3525 ***********************************************************************
 GA3525  DESIGNATION -  BEND
 GA3525  PID         -  GA3525
 GA3525  STATE/COUNTY-  TN/GRAINGER
 GA3525  USGS QUAD   -  HOWARD QUARTER (1971)
 GA3525
 GA3525                         *CURRENT SURVEY CONTROL
 GA3525  ___________________________________________________________________
 GA3525* NAD 83(1995)-  36 23 16.62655(N)    083 26 50.45042(W)     ADJUSTED  
 GA3525* NAVD 88     -       365.2    (meters)    1198.     (feet)  VERTCON   
 GA3525  ___________________________________________________________________
 GA3525  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GA3525  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA3525
 GA3525  HORZ ORDER  -  SECOND
 GA3525
 GA3525.The horizontal coordinates were established by classical geodetic methods
 GA3525.and adjusted by the National Geodetic Survey in April 1999..
 GA3525
 GA3525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3525
 GA3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3525
 GA3525.The geoid height was determined by GEOID03.
 GA3525
 GA3525;                    North         East     Units Scale Factor Converg.
 GA3525;SPC TN       -   230,948.884   828,996.922   MT  0.99999503   +1 29 39.9
 GA3525;SPC TN       -   757,704.80  2,719,800.73   sFT  0.99999503   +1 29 39.9
 GA3525;UTM  17      - 4,029,761.550   280,491.858   MT  1.00019370   -1 27 08.9
 GA3525
 GA3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3525!SPC TN       -   0.99994755  x   0.99999503  =   0.99994258
 GA3525!UTM  17      -   0.99994755  x   1.00019370  =   1.00014124
 GA3525
 GA3525|---------------------------------------------------------------------|
 GA3525| PID    Reference Object                     Distance      Geod. Az  |
 GA3525|                                                           dddmmss.s |
 GA3525| DB8719 BEND RM 1                                          00730     |
 GA3525| DB8720 BEND RM 2                                          17144     |
 GA3525| GA2108 BEND AZ MK                          APPROX. 1.0 KM 3301430.1 |
 GA3525|---------------------------------------------------------------------|
 GA3525
 GA3525                          SUPERSEDED SURVEY CONTROL
 GA3525
 GA3525  NAD 83(1995)-  36 23 16.62963(N)    083 26 50.45320(W) AD(       ) 2
 GA3525  NAD 83(1995)-  36 23 16.63111(N)    083 26 50.44537(W) AD(       ) 2
 GA3525  NAD 83(1995)-  36 23 16.63408(N)    083 26 50.45202(W) AD(       ) 2
 GA3525  NAD 83(1986)-  36 23 16.63608(N)    083 26 50.45187(W) AD(       ) 2
 GA3525  NAD 27      -  36 23 16.32215(N)    083 26 50.80938(W) AD(       ) 2
 GA3525  NGVD 29 (07/19/86)  365.3    (m)         1198.     (f) VERT ANG       
 GA3525
 GA3525.Superseded values are not recommended for survey control.
 GA3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3525.See file dsdata.txt to determine how the superseded data were derived.
 GA3525
 GA3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8049229762(NAD 83)
 GA3525_MARKER: DD = SURVEY DISK
 GA3525_SETTING: 66 = SET IN ROCK OUTCROP
 GA3525_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GA3525
 GA3525  HISTORY     - Date     Condition        Report By
 GA3525  HISTORY     - 1963     MONUMENTED       TNHD
 GA3525
 GA3525                          STATION DESCRIPTION
 GA3525
 GA3525'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3525'THE STATION IS LOCATED ALONG THE EAST RIGHT-OF-WAY OF U. S. HIGHWAY
 GA3525'25E AT THE TOP OF A HIGHWAY
 GA3525'CUT ABOUT 3 MILES NORTHWEST OF THORN HILL.
 GA3525'
 GA3525'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA3525'NORTHWESTERLY ON U.  S.
 GA3525'HIGHWAY 25E FOR 3.2 MILES TO THE STATION ON THE RIGHT AT TOP
 GA3525'OF ROCK BANK OF DEE CUT.
 GA3525'
 GA3525'THE STATION MARK IS 20 FEET WEST OF A WIRE FENCE AND 8 FEET EAST OF
 GA3525'THE EDGE OF THE CUT BANK.
 GA3525'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3525'CEMENTED IN A DRILL HOLE IN
 GA3525'OUTCROPPING BEDROCK AND THE DISK IS
 GA3525'STAMPED BEND 1963.
 GA3525'
 GA3525'REFERENCE MARK 1 IS 18 FT. WEST OF A WIRE FENCE AND 7 FEET EAST
 GA3525'OF THE EDGE
 GA3525'OF THE CUT BANK.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3525'CEMENTED IN A
 GA3525'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GA3525'STAMPED BEND RM-2 1963.
 GA3525'
 GA3525'REFERENCE MARK NO. 2 IS 21 FEET NORTHWEST OF A TRIPLE-TRUNKED OAK
 GA3525'TREE, 14 FEET WEST OF A WIRE
 GA3525'FENCE AND 5 FEET EAST OF THE EDGE OF THE CUT BANK.  IT
 GA3525'IS A STANDARD TENNESSEE HIGHWAY
 GA3525'DEPARTMENT DISK CEMENTED IN A DRILL
 GA3525'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GA3525'STAMPED BEND RM-2 1963.
 GA3525'
 GA3525'THE AZIMUTH MARK IS 46 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.
 GA3525'S.  HIGHWAY 25E, 19
 GA3525'FEET WEST OF A 20-INCH PINE TREE, 14 FEET SOUTHEAST
 GA3525'OF A 14-INCH BIRCH TREE, AND 3.5
 GA3525'FEET SOUTHWEST OF A METAL WITNESS
 GA3525'POST AND SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3525'DEPARTMENT DISK
 GA3525'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3525'STAMPED BEND AZI
 GA3525'1963.
 GA3525'
 GA3525'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON U.
 GA3525'S.  HIGHWAY 25E FOR
 GA3525'0.6 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GA3525'
 GA3525'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2108 ***********************************************************************
 GA2108  DESIGNATION -  BEND AZ MK
 GA2108  PID         -  GA2108
 GA2108  STATE/COUNTY-  TN/GRAINGER
 GA2108  USGS QUAD   -  HOWARD QUARTER (1971)
 GA2108
 GA2108                         *CURRENT SURVEY CONTROL
 GA2108  ___________________________________________________________________
 GA2108* NAD 83(1995)-  36 23 46.06778(N)    083 27 11.27177(W)     ADJUSTED  
 GA2108* NAVD 88     -       320.514  (meters)    1051.55   (feet)  ADJUSTED  
 GA2108  ___________________________________________________________________
 GA2108  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 GA2108  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA2108  DYNAMIC HT  -         320.227 (meters)    1050.61  (feet)  COMP
 GA2108  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GA2108
 GA2108  HORZ ORDER  -  SECOND
 GA2108  VERT ORDER  -  SECOND    CLASS 0
 GA2108
 GA2108.The horizontal coordinates were established by classical geodetic methods
 GA2108.and adjusted by the National Geodetic Survey in April 1999..
 GA2108
 GA2108.The orthometric height was determined by differential leveling
 GA2108.and adjusted by the National Geodetic Survey in June 1991..
 GA2108
 GA2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2108
 GA2108.The geoid height was determined by GEOID03.
 GA2108
 GA2108.The dynamic height is computed by dividing the NAVD 88
 GA2108.geopotential number by the normal gravity value computed on the
 GA2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2108.degrees latitude (g = 980.6199 gals.).
 GA2108
 GA2108.The modeled gravity was interpolated from observed gravity values.
 GA2108
 GA2108;                    North         East     Units Scale Factor Converg.
 GA2108;SPC TN       -   231,842.551   828,454.573   MT  0.99999642   +1 29 27.7
 GA2108;SPC TN       -   760,636.77  2,718,021.38   sFT  0.99999642   +1 29 27.7
 GA2108;UTM  17      - 4,030,682.102   279,996.074   MT  1.00019638   -1 27 22.3
 GA2108
 GA2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2108!SPC TN       -   0.99995455  x   0.99999642  =   0.99995097
 GA2108!UTM  17      -   0.99995455  x   1.00019638  =   1.00015092
 GA2108
 GA2108                          SUPERSEDED SURVEY CONTROL
 GA2108
 GA2108  NAD 83(1995)-  36 23 46.07088(N)    083 27 11.27453(W) AD(       ) 2
 GA2108  NAD 83(1995)-  36 23 46.07224(N)    083 27 11.26694(W) AD(       ) 2
 GA2108  NAD 83(1995)-  36 23 46.07549(N)    083 27 11.27325(W) AD(       ) 2
 GA2108  NAD 83(1986)-  36 23 46.07747(N)    083 27 11.27307(W) AD(       ) 2
 GA2108  NAD 27      -  36 23 45.76447(N)    083 27 11.62902(W) AD(       ) 2
 GA2108  NGVD 29 (??/??/??)  320.69   (m)         1052.1    (f) RESET       3  
 GA2108
 GA2108.Superseded values are not recommended for survey control.
 GA2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2108.See file dsdata.txt to determine how the superseded data were derived.
 GA2108
 GA2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7999630682(NAD 83)
 GA2108_MARKER: DD = SURVEY DISK
 GA2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2108_STAMPING: BEND AZI 1963
 GA2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2108+STABILITY: SURFACE MOTION
 GA2108
 GA2108  HISTORY     - Date     Condition        Report By
 GA2108  HISTORY     - 1963     MONUMENTED       TNHD
 GA2108  HISTORY     - 1963     GOOD             TNGS
 GA2108
 GA2108                          STATION DESCRIPTION
 GA2108
 GA2108'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2108'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA2108'NORTHWESTERLY ON U.  S.
 GA2108'HIGHWAY 25E FOR 3.8 MILES TO THE STATION ON THE RIGHT.
 GA2108'
 GA2108'THE MARK IS 46 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.
 GA2108'S.  HIGHWAY 25E, 19
 GA2108'FEET WEST OF A 20-INCH PINE TREE, 14 FEET SOUTHEAST
 GA2108'OF A 14-INCH BIRCH TREE, AND 3.5
 GA2108'FEET SOUTHWEST OF A METAL WITNESS
 GA2108'POST AND SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2108'DEPARTMENT DISK
 GA2108'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2108'STAMPED BEND AZI
 GA2108'1963.
 GA2108
 GA2108                          STATION RECOVERY (1963)
 GA2108
 GA2108'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2108'3.8 MI NW FROM THORN HILL.
 GA2108'FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST ON U.S. HIGHWAY
 GA2108'25E FOR 3.8 MILES TO THE MARK ON THE RIGHT.  THE AZIMUTH MARK
 GA2108'IS 46 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 25E,
 GA2108'19 FEET WEST OF A 20-INCH PINE TREE, 14 FEET SOUTHEAST OF A
 GA2108'14-INCH BIRCH TREE AND 3.5 FEET SOUTHWEST OF A WITNESS POST.
 GA2108'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2108'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2108'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1493 ***********************************************************************
 GC1493  DESIGNATION -  BEND RM 1
 GC1493  PID         -  GC1493
 GC1493  STATE/COUNTY-  TN/CHEATHAM
 GC1493  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1493
 GC1493                         *CURRENT SURVEY CONTROL
 GC1493  ___________________________________________________________________
 GC1493* NAD 83(1986)-  36 05 17.     (N)    087 04 13.     (W)     SCALED    
 GC1493* NAVD 88     -       191.141  (meters)     627.10   (feet)  ADJUSTED  
 GC1493  ___________________________________________________________________
 GC1493  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC1493  DYNAMIC HT  -         190.976 (meters)     626.56  (feet)  COMP
 GC1493  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GC1493
 GC1493  VERT ORDER  -  SECOND    CLASS 0
 GC1493
 GC1493.The horizontal coordinates were scaled from a topographic map and have
 GC1493.an estimated accuracy of +/- 6 seconds.
 GC1493
 GC1493.The orthometric height was determined by differential leveling
 GC1493.and adjusted by the National Geodetic Survey in June 1991..
 GC1493
 GC1493.The geoid height was determined by GEOID03.
 GC1493
 GC1493.The dynamic height is computed by dividing the NAVD 88
 GC1493.geopotential number by the normal gravity value computed on the
 GC1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1493.degrees latitude (g = 980.6199 gals.).
 GC1493
 GC1493.The modeled gravity was interpolated from observed gravity values.
 GC1493
 GC1493;                    North         East    Units  Estimated Accuracy
 GC1493;SPC TN       -   195,210.      503,610.      MT  (+/- 180 meters Scaled)
 GC1493
 GC1493                          SUPERSEDED SURVEY CONTROL
 GC1493
 GC1493  NGVD 29 (??/??/92)  191.158  (m)          627.16   (f) ADJ UNCH    2 0
 GC1493
 GC1493.Superseded values are not recommended for survey control.
 GC1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1493.See file dsdata.txt to determine how the superseded data were derived.
 GC1493
 GC1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE936937(NAD 83)
 GC1493_MARKER: DR = REFERENCE MARK DISK
 GC1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1493_STAMPING: BEND NO 1 1959
 GC1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1493+STABILITY: SURFACE MOTION
 GC1493
 GC1493  HISTORY     - Date     Condition        Report By
 GC1493  HISTORY     - 1959     MONUMENTED       CGS
 GC1493
 GC1493                          STATION DESCRIPTION
 GC1493
 GC1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1493'3.2 MI SE FROM KINGSTON SPRINGS.
 GC1493'THIS MARK IS LOCATED AT THE BEND 1959 STATION SITE, 33.3 FT.
 GC1493'EAST OF THE STATION MARK, 22 FT. NORTH OF THE NORTH BANK OF THE
 GC1493'HIGHWAY CUT AND 2 FT. SOUTH OF THE RIGHT OF WAY FENCE, A DISK SET
 GC1493'IN TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF
 GC1493'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1491 ***********************************************************************
 GC1491  DESIGNATION -  BEND RM 2
 GC1491  PID         -  GC1491
 GC1491  STATE/COUNTY-  TN/CHEATHAM
 GC1491  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1491
 GC1491                         *CURRENT SURVEY CONTROL
 GC1491  ___________________________________________________________________
 GC1491* NAD 83(1986)-  36 05 17.     (N)    087 04 13.     (W)     SCALED    
 GC1491* NAVD 88     -       191.150  (meters)     627.13   (feet)  ADJUSTED  
 GC1491  ___________________________________________________________________
 GC1491  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC1491  DYNAMIC HT  -         190.985 (meters)     626.59  (feet)  COMP
 GC1491  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GC1491
 GC1491  VERT ORDER  -  SECOND    CLASS 0
 GC1491
 GC1491.The horizontal coordinates were scaled from a topographic map and have
 GC1491.an estimated accuracy of +/- 6 seconds.
 GC1491
 GC1491.The orthometric height was determined by differential leveling
 GC1491.and adjusted by the National Geodetic Survey in June 1991..
 GC1491
 GC1491.The geoid height was determined by GEOID03.
 GC1491
 GC1491.The dynamic height is computed by dividing the NAVD 88
 GC1491.geopotential number by the normal gravity value computed on the
 GC1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1491.degrees latitude (g = 980.6199 gals.).
 GC1491
 GC1491.The modeled gravity was interpolated from observed gravity values.
 GC1491
 GC1491;                    North         East    Units  Estimated Accuracy
 GC1491;SPC TN       -   195,210.      503,610.      MT  (+/- 180 meters Scaled)
 GC1491
 GC1491                          SUPERSEDED SURVEY CONTROL
 GC1491
 GC1491  NGVD 29 (??/??/92)  191.167  (m)          627.19   (f) ADJ UNCH    2 0
 GC1491
 GC1491.Superseded values are not recommended for survey control.
 GC1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1491.See file dsdata.txt to determine how the superseded data were derived.
 GC1491
 GC1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE936937(NAD 83)
 GC1491_MARKER: DR = REFERENCE MARK DISK
 GC1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1491_STAMPING: BEND NO 2 1959
 GC1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1491+STABILITY: SURFACE MOTION
 GC1491
 GC1491  HISTORY     - Date     Condition        Report By
 GC1491  HISTORY     - 1959     MONUMENTED       CGS
 GC1491
 GC1491                          STATION DESCRIPTION
 GC1491
 GC1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1491'3.2 MI SE FROM KINGSTON SPRINGS.
 GC1491'THIS MARK IS LOCATED AT THE BEND 1959 STATION SITE, 34.6 FT. WEST
 GC1491'OF THE STATION MARK, 22 FT. NORTH OF THE NORTH BANK OF THE
 GC1491'HIGHWAY CUT, AND 2 FT. SOUTH OF THE RIGHT OF WAY FENCE, A DISK
 GC1491'SET IN TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE
 GC1491'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0383 ***********************************************************************
 FF0383  DESIGNATION -  BENDER
 FF0383  PID         -  FF0383
 FF0383  STATE/COUNTY-  TN/SHELBY
 FF0383  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0383
 FF0383                         *CURRENT SURVEY CONTROL
 FF0383  ___________________________________________________________________
 FF0383* NAD 83(1995)-  35 01 08.86677(N)    090 00 04.07910(W)     ADJUSTED  
 FF0383* NAVD 88     -        91.779  (meters)     301.11   (feet)  ADJUSTED  
 FF0383  ___________________________________________________________________
 FF0383  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FF0383  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0383  DYNAMIC HT  -          91.693 (meters)     300.83  (feet)  COMP
 FF0383  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FF0383
 FF0383  HORZ ORDER  -  SECOND
 FF0383  VERT ORDER  -  SECOND    CLASS 0
 FF0383
 FF0383.The horizontal coordinates were established by classical geodetic methods
 FF0383.and adjusted by the National Geodetic Survey in April 1999..
 FF0383
 FF0383.The orthometric height was determined by differential leveling
 FF0383.and adjusted by the National Geodetic Survey in June 1991..
 FF0383
 FF0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0383
 FF0383.The geoid height was determined by GEOID03.
 FF0383
 FF0383.The dynamic height is computed by dividing the NAVD 88
 FF0383.geopotential number by the normal gravity value computed on the
 FF0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0383.degrees latitude (g = 980.6199 gals.).
 FF0383
 FF0383.The modeled gravity was interpolated from observed gravity values.
 FF0383
 FF0383;                    North         East     Units Scale Factor Converg.
 FF0383;SPC TN       -    83,554.462   234,912.827   MT  1.00004876   -2 20 32.7
 FF0383;SPC TN       -   274,128.26    770,709.83   sFT  1.00004876   -2 20 32.7
 FF0383;SPC MS W     -   612,045.719   730,317.436   MT  0.99996132   +0 11 26.3
 FF0383;SPC MS W     - 2,008,020.00  2,396,049.79   sFT  0.99996132   +0 11 26.3
 FF0383;UTM  15      - 3,879,275.993   773,630.861   MT  1.00052289   +1 43 19.1
 FF0383;UTM  16      - 3,879,282.214   226,162.298   MT  1.00052429   -1 43 23.8
 FF0383
 FF0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0383!SPC TN       -   0.99998989  x   1.00004876  =   1.00003865
 FF0383!SPC MS W     -   0.99998989  x   0.99996132  =   0.99995121
 FF0383!UTM  15      -   0.99998989  x   1.00052289  =   1.00051277
 FF0383!UTM  16      -   0.99998989  x   1.00052429  =   1.00051417
 FF0383
 FF0383|---------------------------------------------------------------------|
 FF0383| PID    Reference Object                     Distance      Geod. Az  |
 FF0383|                                                           dddmmss.s |
 FF0383| FF0385 BENDER RM 1                          22.287 METERS 04906     |
 FF0383| FF0384 BENDER RM 2                          20.828 METERS 11712     |
 FF0383| FF0386 BENDER AZ MK                        APPROX. 0.6 KM 1813222.0 |
 FF0383| EH0228 HUDGINS RESET                       APPROX. 2.4 KM 1815920.5 |
 FF0383|---------------------------------------------------------------------|
 FF0383
 FF0383                          SUPERSEDED SURVEY CONTROL
 FF0383
 FF0383  NAD 83(1995)-  35 01 08.86793(N)    090 00 04.07937(W) AD(       ) 2
 FF0383  NAD 83(1995)-  35 01 08.87130(N)    090 00 04.08072(W) AD(       ) 2
 FF0383  NAD 83(1986)-  35 01 08.87659(N)    090 00 04.08015(W) AD(       ) 2
 FF0383  NAD 27      -  35 01 08.54540(N)    090 00 03.75250(W) AD(       ) 2
 FF0383  NGVD 29 (??/??/??)   91.746  (m)          301.00   (f) ADJUSTED    2 0
 FF0383
 FF0383.Superseded values are not recommended for survey control.
 FF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0383.See file dsdata.txt to determine how the superseded data were derived.
 FF0383
 FF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7363179276(NAD 83)
 FF0383_MARKER: DE = TRAVERSE STATION DISK
 FF0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0383_STAMPING: BENDER 1959
 FF0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0383+STABILITY: SURFACE MOTION
 FF0383
 FF0383  HISTORY     - Date     Condition        Report By
 FF0383  HISTORY     - 1959     MONUMENTED       CGS
 FF0383  HISTORY     - 1959     GOOD             CGS
 FF0383  HISTORY     - 1982     GOOD             NGS
 FF0383  HISTORY     - 19950825 GOOD             TN1620
 FF0383
 FF0383                          STATION DESCRIPTION
 FF0383
 FF0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0383'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE YARD
 FF0383'AT 1883 BENDER ROAD, ABOUT 1-1/2 MILES EAST OF WHITEHAVEN,
 FF0383'19 FEET SOUTH OF THE BENDER ROAD, 16 FEET NORTH OF THE NORTHWEST
 FF0383'CORNER OF A HOUSE, AND 4 FEET SOUTH OF A WITNESS SIGN.
 FF0383'
 FF0383'TO REACH THE STATION FROM THE POST OFFICE IN WHITEHAVEN,
 FF0383'GO EAST ON SHELBY DRIVE FOR 1.0 MILE TO THE INTERSECTION
 FF0383'OF MILL BRANCH ROAD.  TURN RIGHT ONTO MILL BRANCH ROAD AND
 FF0383'GO 0.15 MILE TO BENDER ROAD.  TURN LEFT ONTO BENDER ROAD
 FF0383'AND GO EAST FOR 0.4 MILE TO THE STATION ON THE RIGHT, SOUTH,
 FF0383'SIDE OF THE ROAD.
 FF0383'
 FF0383'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0383'BENDER 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0383'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FF0383'
 FF0383'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION
 FF0383'DISK STAMPED BENDER 1959 AND IS SET ABOUT 30 INCHES BELOW
 FF0383'THE SURFACE OF THE GROUND.
 FF0383'
 FF0383'REFERENCE MARK 1, A STANDARD DISK STAMPED BENDER NO 1 1959, IS
 FF0383'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0383'IS FLUSH WITH THE GROUND.  IT IS 25 FEET NORTH OF THE APPROXIMATE
 FF0383'CENTER OF BENDER ROAD, 12 FEET EAST OF THE EAST EDGE OF A
 FF0383'CONCRETE DRIVEWAY, AND 18 INCHES SOUTH OF A POWER LINE POLE.
 FF0383'
 FF0383'REFERENCE MARK 2, A STANDARD DISK STAMPED BENDER NO 2 1959,
 FF0383'IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES
 FF0383'SQUARE AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 45
 FF0383'FEET SOUTH OF THE APPROXIMATE CENTER OF BENDER ROAD, 15
 FF0383'FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A HOME, AND
 FF0383'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 FF0383'
 FF0383'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK, A STANDARD
 FF0383'DISK STAMPED BENDER 1959.  IT IS SET IN THE TOP OF A 10-INCH
 FF0383'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE
 FF0383'THE GROUND.  IT IS ABOUT 30 FEET NORTH OF THE APPROXIMATE
 FF0383'CENTER OF WILSON ROAD AND IS AT THE EDGE OF A CULTIVATED
 FF0383'FIELD.
 FF0383'
 FF0383'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON BENDER
 FF0383'ROAD FOR 0.05 MILE TO DIANNE DRIVE.  TURN RIGHT AND GO 0.4
 FF0383'MILE TO WILSON ROAD.  TURN RIGHT AND GO 0.05 MILE TO THE
 FF0383'MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD AS DESCRIBED.
 FF0383
 FF0383                          STATION RECOVERY (1959)
 FF0383
 FF0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0383'1.5 MI E FROM WHITE HAVEN.
 FF0383'TO REACH THE STATION FROM THE POST OFFICE IN WHITE HAVEN, GO EAST
 FF0383'ON SHELBY DRIVE FOR 1 MILE TO THE INTERSECTION OF MILL BRANCH
 FF0383'ROAD.  TURN RIGHT ONTO MILL BRANCH ROAD AND GO 0.15 MILE TO
 FF0383'BENDER ROAD.  TURN LEFT ONTO BENDER ROAD AND GO EAST FOR 0.4 MILE
 FF0383'TO THE STATION ON THE RIGHT.  THE MARK IS SET IN THE TOP OF A
 FF0383'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS LOCATED
 FF0383'IN THE NORTHWEST CORNER OF THE YARD AT 1883 BENDER ROAD, 19 FEET
 FF0383'SOUTH OF THE BENDER ROAD, 16 FEET NORTH OF THE NORTHWEST CORNER
 FF0383'OF A HOUSE, 4 FEET SOUTH OF A WITNESS SIGN.  IT IS 0.6 MILE SOUTH
 FF0383'ALONG MILL BRANCH ROAD AND 0.4 MILE EAST ALONG BENDER DRIVE FROM
 FF0383'F 215.
 FF0383
 FF0383                          STATION RECOVERY (1982)
 FF0383
 FF0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 FF0383'STATION, RM 1, AND RM 2 WERE RECOVERED AS DESCRIBED IN GOOD
 FF0383'CONDITION.
 FF0383'
 FF0383'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND, MAY HAVE BEEN DESTROYED
 FF0383'BY THE CONSTRUCTION OF A DRIVEWAY TO A HOUSE.
 FF0383'
 FF0383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 EAST OF
 FF0383'WHITEHAVEN.
 FF0383
 FF0383                          STATION RECOVERY (1995)
 FF0383
 FF0383'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0386 ***********************************************************************
 FF0386  DESIGNATION -  BENDER AZ MK
 FF0386  PID         -  FF0386
 FF0386  STATE/COUNTY-  TN/SHELBY
 FF0386  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0386
 FF0386                         *CURRENT SURVEY CONTROL
 FF0386  ___________________________________________________________________
 FF0386* NAD 83(1995)-  35 00 49.95177(N)    090 00 04.69698(W)     ADJUSTED  
 FF0386* NAVD 88     -        88.773  (meters)     291.25   (feet)  ADJUSTED  
 FF0386  ___________________________________________________________________
 FF0386  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FF0386  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0386  DYNAMIC HT  -          88.691 (meters)     290.98  (feet)  COMP
 FF0386  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 FF0386
 FF0386  HORZ ORDER  -  SECOND
 FF0386  VERT ORDER  -  SECOND    CLASS 0
 FF0386
 FF0386.The horizontal coordinates were established by classical geodetic methods
 FF0386.and adjusted by the National Geodetic Survey in April 1999..
 FF0386
 FF0386.The orthometric height was determined by differential leveling
 FF0386.and adjusted by the National Geodetic Survey in June 1991..
 FF0386
 FF0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0386
 FF0386.The geoid height was determined by GEOID03.
 FF0386
 FF0386.The dynamic height is computed by dividing the NAVD 88
 FF0386.geopotential number by the normal gravity value computed on the
 FF0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0386.degrees latitude (g = 980.6199 gals.).
 FF0386
 FF0386.The modeled gravity was interpolated from observed gravity values.
 FF0386
 FF0386;                    North         East     Units Scale Factor Converg.
 FF0386;SPC TN       -    82,972.658   234,873.348   MT  1.00005006   -2 20 33.1
 FF0386;SPC TN       -   272,219.46    770,580.31   sFT  1.00005006   -2 20 33.1
 FF0386;SPC MS W     -   611,462.791   730,303.710   MT  0.99996131   +0 11 25.8
 FF0386;SPC MS W     - 2,006,107.51  2,396,004.76   sFT  0.99996131   +0 11 25.8
 FF0386;UTM  15      - 3,878,692.579   773,632.718   MT  1.00052291   +1 43 17.9
 FF0386;UTM  16      - 3,878,699.741   226,129.095   MT  1.00052451   -1 43 23.3
 FF0386
 FF0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0386!SPC TN       -   0.99999036  x   1.00005006  =   1.00004042
 FF0386!SPC MS W     -   0.99999036  x   0.99996131  =   0.99995167
 FF0386!UTM  15      -   0.99999036  x   1.00052291  =   1.00051326
 FF0386!UTM  16      -   0.99999036  x   1.00052451  =   1.00051486
 FF0386
 FF0386                          SUPERSEDED SURVEY CONTROL
 FF0386
 FF0386  NAD 83(1995)-  35 00 49.95292(N)    090 00 04.69735(W) AD(       ) 2
 FF0386  NAD 83(1995)-  35 00 49.95630(N)    090 00 04.69876(W) AD(       ) 2
 FF0386  NAD 83(1986)-  35 00 49.96158(N)    090 00 04.69804(W) AD(       ) 2
 FF0386  NAD 27      -  35 00 49.63030(N)    090 00 04.37030(W) AD(       ) 2
 FF0386  NGVD 29 (??/??/??)   88.741  (m)          291.14   (f) ADJUSTED    2 0
 FF0386
 FF0386.Superseded values are not recommended for survey control.
 FF0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0386.See file dsdata.txt to determine how the superseded data were derived.
 FF0386
 FF0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7363378693(NAD 83)
 FF0386_MARKER: DZ = AZIMUTH MARK DISK
 FF0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0386_STAMPING: BENDER 1959
 FF0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0386+STABILITY: SURFACE MOTION
 FF0386
 FF0386  HISTORY     - Date     Condition        Report By
 FF0386  HISTORY     - 1959     MONUMENTED       CGS
 FF0386  HISTORY     - 1959     GOOD             CGS
 FF0386  HISTORY     - 19950825 MARK NOT FOUND   TN1620
 FF0386
 FF0386                          STATION DESCRIPTION
 FF0386
 FF0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0386'SEE STATION BENDER
 FF0386
 FF0386                          STATION RECOVERY (1959)
 FF0386
 FF0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0386'1.5 MI E FROM WHITE HAVEN.
 FF0386'TO REACH THE AZIMUTH MARK FROM THE BENDER STATION MARK, GO EAST
 FF0386'ON BENDER ROAD FOR 0.05 MILE TO DIANNE DRIVE.  TURN RIGHT AND
 FF0386'GO 0.4 MILE TO WILSON ROAD.  TURN RIGHT AND GO 0.05 MILE TO THE
 FF0386'MARK ON THE RIGHT, NORTH, SIDE OF ROAD.  THE MARK IS SET IN THE
 FF0386'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 FF0386'THE GROUND.  IT IS 30 FEET NORTH OF THE CENTER OF WILSON ROAD
 FF0386'AND IS AT THE EDGE OF A CULTIVATED FIELD.
 FF0386
 FF0386                          STATION RECOVERY (1995)
 FF0386
 FF0386'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0385 ***********************************************************************
 FF0385  DESIGNATION -  BENDER RM 1
 FF0385  PID         -  FF0385
 FF0385  STATE/COUNTY-  TN/SHELBY
 FF0385  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0385
 FF0385                         *CURRENT SURVEY CONTROL
 FF0385  ___________________________________________________________________
 FF0385* NAD 83(1986)-  35 01 09.     (N)    090 00 03.     (W)     SCALED    
 FF0385* NAVD 88     -        92.490  (meters)     303.44   (feet)  ADJUSTED  
 FF0385  ___________________________________________________________________
 FF0385  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0385  DYNAMIC HT  -          92.404 (meters)     303.16  (feet)  COMP
 FF0385  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 FF0385
 FF0385  VERT ORDER  -  SECOND    CLASS 0
 FF0385
 FF0385.The horizontal coordinates were scaled from a topographic map and have
 FF0385.an estimated accuracy of +/- 6 seconds.
 FF0385
 FF0385.The orthometric height was determined by differential leveling
 FF0385.and adjusted by the National Geodetic Survey in June 1991..
 FF0385
 FF0385.The geoid height was determined by GEOID03.
 FF0385
 FF0385.The dynamic height is computed by dividing the NAVD 88
 FF0385.geopotential number by the normal gravity value computed on the
 FF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0385.degrees latitude (g = 980.6199 gals.).
 FF0385
 FF0385.The modeled gravity was interpolated from observed gravity values.
 FF0385
 FF0385;                    North         East    Units  Estimated Accuracy
 FF0385;SPC TN       -    83,560.      234,940.      MT  (+/- 180 meters Scaled)
 FF0385
 FF0385                          SUPERSEDED SURVEY CONTROL
 FF0385
 FF0385  NGVD 29 (??/??/??)   92.457  (m)          303.34   (f) ADJUSTED    2 0
 FF0385
 FF0385.Superseded values are not recommended for survey control.
 FF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0385.See file dsdata.txt to determine how the superseded data were derived.
 FF0385
 FF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU736792(NAD 83)
 FF0385_MARKER: DR = REFERENCE MARK DISK
 FF0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0385_STAMPING: BENDER NO 1 1959
 FF0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0385+STABILITY: SURFACE MOTION
 FF0385
 FF0385  HISTORY     - Date     Condition        Report By
 FF0385  HISTORY     - 1959     MONUMENTED       CGS
 FF0385
 FF0385                          STATION DESCRIPTION
 FF0385
 FF0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0385'1.5 MI E FROM WHITE HAVEN.
 FF0385'IT IS LOCATED AT THE BENDER STATION SITE.  THE MARK IS SET IN THE
 FF0385'TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND
 FF0385'IS 73.1 FEET EAST-NORTHEAST OF THE STATION MARK, 25 FEET NORTH
 FF0385'OF THE CENTER OF BENDER ROAD, 12 FEET EAST OF THE EAST EDGE OF
 FF0385'A CONCRETE DRIVEWAY, AND 18 INCHES SOUTH OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0384 ***********************************************************************
 FF0384  DESIGNATION -  BENDER RM 2
 FF0384  PID         -  FF0384
 FF0384  STATE/COUNTY-  TN/SHELBY
 FF0384  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0384
 FF0384                         *CURRENT SURVEY CONTROL
 FF0384  ___________________________________________________________________
 FF0384* NAD 83(1986)-  35 01 08.     (N)    090 00 03.     (W)     SCALED    
 FF0384* NAVD 88     -        92.347  (meters)     302.98   (feet)  ADJUSTED  
 FF0384  ___________________________________________________________________
 FF0384  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0384  DYNAMIC HT  -          92.261 (meters)     302.69  (feet)  COMP
 FF0384  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FF0384
 FF0384  VERT ORDER  -  SECOND    CLASS 0
 FF0384
 FF0384.The horizontal coordinates were scaled from a topographic map and have
 FF0384.an estimated accuracy of +/- 6 seconds.
 FF0384
 FF0384.The orthometric height was determined by differential leveling
 FF0384.and adjusted by the National Geodetic Survey in June 1991..
 FF0384
 FF0384.The geoid height was determined by GEOID03.
 FF0384
 FF0384.The dynamic height is computed by dividing the NAVD 88
 FF0384.geopotential number by the normal gravity value computed on the
 FF0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0384.degrees latitude (g = 980.6199 gals.).
 FF0384
 FF0384.The modeled gravity was interpolated from observed gravity values.
 FF0384
 FF0384;                    North         East    Units  Estimated Accuracy
 FF0384;SPC TN       -    83,530.      234,940.      MT  (+/- 180 meters Scaled)
 FF0384
 FF0384                          SUPERSEDED SURVEY CONTROL
 FF0384
 FF0384  NGVD 29 (??/??/??)   92.314  (m)          302.87   (f) ADJUSTED    2 0
 FF0384
 FF0384.Superseded values are not recommended for survey control.
 FF0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0384.See file dsdata.txt to determine how the superseded data were derived.
 FF0384
 FF0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU736792(NAD 83)
 FF0384_MARKER: DR = REFERENCE MARK DISK
 FF0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0384_STAMPING: BENDER NO 2 1959
 FF0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0384+STABILITY: SURFACE MOTION
 FF0384
 FF0384  HISTORY     - Date     Condition        Report By
 FF0384  HISTORY     - 1959     MONUMENTED       CGS
 FF0384
 FF0384                          STATION DESCRIPTION
 FF0384
 FF0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0384'1.5 MI E FROM WHITE HAVEN.
 FF0384'IT IS LOCATED AT THE BENDER STATION SITE.  THE MARK IS SET IN THE
 FF0384'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 FF0384'GROUND AND IS 68.3 FEET EAST-SOUTHEAST OF THE STATION MARK, 45
 FF0384'FEET SOUTH OF THE CENTER OF BENDER ROAD, 15 FEET EAST-NORTHEAST
 FF0384'OF THE NORTHEAST CORNER OF A HOME, 1 FOOT WEST OF A NORTH-SOUTH
 FF0384'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0617 ***********************************************************************
 GC0617  DESIGNATION -  BENHAM
 GC0617  PID         -  GC0617
 GC0617  STATE/COUNTY-  TN/DAVIDSON
 GC0617  USGS QUAD   -  OAK HILL (1968)
 GC0617
 GC0617                         *CURRENT SURVEY CONTROL
 GC0617  ___________________________________________________________________
 GC0617* NAD 83(1995)-  36 06 53.48963(N)    086 48 26.72661(W)     ADJUSTED  
 GC0617* NAVD 88     -       212.148  (meters)     696.02   (feet)  ADJUSTED  
 GC0617  ___________________________________________________________________
 GC0617  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GC0617  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0617  DYNAMIC HT  -         211.965 (meters)     695.42  (feet)  COMP
 GC0617  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC0617
 GC0617  HORZ ORDER  -  SECOND
 GC0617  VERT ORDER  -  SECOND    CLASS 0
 GC0617
 GC0617.The horizontal coordinates were established by classical geodetic methods
 GC0617.and adjusted by the National Geodetic Survey in April 1999..
 GC0617
 GC0617.The orthometric height was determined by differential leveling
 GC0617.and adjusted by the National Geodetic Survey in June 1991..
 GC0617
 GC0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0617
 GC0617.The geoid height was determined by GEOID03.
 GC0617
 GC0617.The dynamic height is computed by dividing the NAVD 88
 GC0617.geopotential number by the normal gravity value computed on the
 GC0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0617.degrees latitude (g = 980.6199 gals.).
 GC0617
 GC0617.The modeled gravity was interpolated from observed gravity values.
 GC0617
 GC0617;                    North         East     Units Scale Factor Converg.
 GC0617;SPC TN       -   197,959.418   527,309.087   MT  0.99996037   -0 28 21.7
 GC0617;SPC TN       -   649,471.86  1,730,013.23   sFT  0.99996037   -0 28 21.7
 GC0617;UTM  16      - 3,996,705.199   517,331.219   MT  0.99960370   +0 06 48.6
 GC0617
 GC0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0617!SPC TN       -   0.99997129  x   0.99996037  =   0.99993166
 GC0617!UTM  16      -   0.99997129  x   0.99960370  =   0.99957500
 GC0617
 GC0617|---------------------------------------------------------------------|
 GC0617| PID    Reference Object                     Distance      Geod. Az  |
 GC0617|                                                           dddmmss.s |
 GC0617| GC0618 BENHAM RM 1                          23.363 METERS 03118     |
 GC0617| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 2.2 KM 0404415.9 |
 GC0617| GC2305 NASHVILLE WOODMNT CHRISTIAN CH      416.531 METERS 2411715.6 |
 GC0617| GC0616 BENHAM RM 2                          16.248 METERS 28200     |
 GC0617| GC0609 ELMINGTON                           APPROX. 2.7 KM 3265917.6 |
 GC0617|---------------------------------------------------------------------|
 GC0617
 GC0617                          SUPERSEDED SURVEY CONTROL
 GC0617
 GC0617  NAD 83(1995)-  36 06 53.49178(N)    086 48 26.72856(W) AD(       ) 2
 GC0617  NAD 83(1995)-  36 06 53.49345(N)    086 48 26.72849(W) AD(       ) 2
 GC0617  NAD 83(1986)-  36 06 53.49968(N)    086 48 26.72975(W) AD(       ) 2
 GC0617  NAD 27      -  36 06 53.28970(N)    086 48 26.72840(W) AD(       ) 2
 GC0617  NGVD 29 (??/??/92)  212.169  (m)          696.09   (f) ADJ UNCH    2 0
 GC0617
 GC0617.Superseded values are not recommended for survey control.
 GC0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0617.See file dsdata.txt to determine how the superseded data were derived.
 GC0617
 GC0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1733196705(NAD 83)
 GC0617_MARKER: DS = TRIANGULATION STATION DISK
 GC0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0617_STAMPING: BENHAM 1959
 GC0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0617+STABILITY: SURFACE MOTION
 GC0617
 GC0617  HISTORY     - Date     Condition        Report By
 GC0617  HISTORY     - 1959     MONUMENTED       CGS
 GC0617  HISTORY     - 1960     GOOD             NGS
 GC0617
 GC0617                          STATION DESCRIPTION
 GC0617
 GC0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0617'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHWEST OF THE
 GC0617'DOWNTOWN SECTION OF NASHVILLE, 1/4 MILE NORTHEAST OF THE
 GC0617'INTERSECTION OF WOODMONT AVE. AND 21ST. AVE. SOUTH, 200 YARDS NORTH
 GC0617'OF WOODMONT AVE., AND ON THE EAST SIDE OF BENHAN STREET.
 GC0617'
 GC0617'THE STATION MARK, A STANDARD DISK STAMPED BENHAM 1959, IS SET IN THE
 GC0617'TOP OF A SQUARE CONCRETE MONUMENT CEMENTED INTO BEDROCK AND IS
 GC0617'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 33 FEET EAST OF THE
 GC0617'APPROXIMATE CENTER LINE OF BENHAM STREET 32 FEET SOUTH OF MR.
 GC0617'CHARLIE LAMBS MAIL BOX, 14 FEET NORTHEAST OF A WITNESS SIGN, AND 12
 GC0617'FEET SOUTH OF A SMALL STONE WALL.
 GC0617'
 GC0617'AN UNDERGROUND STATION MARK WAS NOT ESTABLISHED DUE TO THE BEDROCK SO
 GC0617'CLOSE TO THE SURFACE OF THE GROUND.
 GC0617'
 GC0617'REFERENCE MARK 1, A STANDARD DISK STAMPED BENHAM NO. 1 1959, IS SET
 GC0617'IN A DRILL HOLE IN A CONCRETE WALK. IT IS 18 FEET WEST OF THE
 GC0617'STEPS AT THE PORCH OF MR. LAMBS HOME, AND 1 FOOT SOUTH OF THE NORTH
 GC0617'EDGE OF THE CONCRETE WALK.
 GC0617'
 GC0617'REFERENCE MARK 2, A STANDARD DISK STAMPED BENHAM NO. 2 1959, IS SET
 GC0617'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC0617'SURFACE OF THE GROUND. IT IS 21 FEET WEST OF THE APPROXIMATE CENTER
 GC0617'LINE OF BENHAM STREET AND 2 FEET SOUTH OF A POWER LINE POLE.
 GC0617'
 GC0617'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC0617'
 GC0617'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GC0617
 GC0617                          STATION RECOVERY (1960)
 GC0617
 GC0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0617'AT NASHVILLE.
 GC0617'THIS STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHWEST OF
 GC0617'DOWNTOWN NASHVILLE, 0.25 MILE NORTHEAST OF THE INTERSECTION OF
 GC0617'WOODMONT AVENUE AND 21ST. AVENUE SOUTH, 200 YARDS NORTH OF WOODMONT
 GC0617'AVENUE, AND ON THE EAST SIDE OF BENHAM STREET, 33 FT. EAST OF THE
 GC0617'CENTER OF BENHAM STREET, 32 FT. SOUTH OF MR. CHARLIE LAMBS MAIL
 GC0617'BOX, 14 FT. NORTHEAST OF A WITNESS SIGN, AND 12 FT. SOUTH OF A
 GC0617'SMALL STONE WALL, SET IN THE TOP OF A CONCRETE POST CEMENTED INTO
 GC0617'BEDROCK AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0618 ***********************************************************************
 GC0618  DESIGNATION -  BENHAM RM 1
 GC0618  PID         -  GC0618
 GC0618  STATE/COUNTY-  TN/DAVIDSON
 GC0618  USGS QUAD   -  OAK HILL (1968)
 GC0618
 GC0618                         *CURRENT SURVEY CONTROL
 GC0618  ___________________________________________________________________
 GC0618* NAD 83(1986)-  36 06 53.     (N)    086 48 26.     (W)     SCALED    
 GC0618* NAVD 88     -       211.728  (meters)     694.64   (feet)  ADJUSTED  
 GC0618  ___________________________________________________________________
 GC0618  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0618  DYNAMIC HT  -         211.546 (meters)     694.05  (feet)  COMP
 GC0618  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC0618
 GC0618  VERT ORDER  -  SECOND    CLASS 0
 GC0618
 GC0618.The horizontal coordinates were scaled from a topographic map and have
 GC0618.an estimated accuracy of +/- 6 seconds.
 GC0618
 GC0618.The orthometric height was determined by differential leveling
 GC0618.and adjusted by the National Geodetic Survey in June 1991..
 GC0618
 GC0618.The geoid height was determined by GEOID03.
 GC0618
 GC0618.The dynamic height is computed by dividing the NAVD 88
 GC0618.geopotential number by the normal gravity value computed on the
 GC0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0618.degrees latitude (g = 980.6199 gals.).
 GC0618
 GC0618.The modeled gravity was interpolated from observed gravity values.
 GC0618
 GC0618;                    North         East    Units  Estimated Accuracy
 GC0618;SPC TN       -   197,940.      527,330.      MT  (+/- 180 meters Scaled)
 GC0618
 GC0618                          SUPERSEDED SURVEY CONTROL
 GC0618
 GC0618  NGVD 29 (??/??/92)  211.749  (m)          694.71   (f) ADJ UNCH    2 0
 GC0618
 GC0618.Superseded values are not recommended for survey control.
 GC0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0618.See file dsdata.txt to determine how the superseded data were derived.
 GC0618
 GC0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE173966(NAD 83)
 GC0618_MARKER: DR = REFERENCE MARK DISK
 GC0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0618_SP_SET: SIDEWALK
 GC0618_STAMPING: BENHAM NO 1 1959
 GC0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0618
 GC0618  HISTORY     - Date     Condition        Report By
 GC0618  HISTORY     - 1959     MONUMENTED       CGS
 GC0618  HISTORY     - 1960     GOOD             NGS
 GC0618
 GC0618                          STATION DESCRIPTION
 GC0618
 GC0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0618'AT NASHVILLE.
 GC0618'THIS MARK IS LOCATED AT THE BENHAM 1959 STATION SITE, 76.6 FT.
 GC0618'NORTH-NORTHEAST OF THE STATION MARK, 18 FT. WEST OF THE STEPS
 GC0618'AT THE PORCH OF MR. LAMBS HOME AND 1 FT. SOUTH OF THE NORTH EDGE
 GC0618'OF THE CONCRETE WALK, DRILLED IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0616 ***********************************************************************
 GC0616  DESIGNATION -  BENHAM RM 2
 GC0616  PID         -  GC0616
 GC0616  STATE/COUNTY-  TN/DAVIDSON
 GC0616  USGS QUAD   -  OAK HILL (1968)
 GC0616
 GC0616                         *CURRENT SURVEY CONTROL
 GC0616  ___________________________________________________________________
 GC0616* NAD 83(1986)-  36 06 53.     (N)    086 48 26.     (W)     SCALED    
 GC0616* NAVD 88     -       212.065  (meters)     695.75   (feet)  ADJUSTED  
 GC0616  ___________________________________________________________________
 GC0616  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0616  DYNAMIC HT  -         211.882 (meters)     695.15  (feet)  COMP
 GC0616  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC0616
 GC0616  VERT ORDER  -  SECOND    CLASS 0
 GC0616
 GC0616.The horizontal coordinates were scaled from a topographic map and have
 GC0616.an estimated accuracy of +/- 6 seconds.
 GC0616
 GC0616.The orthometric height was determined by differential leveling
 GC0616.and adjusted by the National Geodetic Survey in June 1991..
 GC0616
 GC0616.The geoid height was determined by GEOID03.
 GC0616
 GC0616.The dynamic height is computed by dividing the NAVD 88
 GC0616.geopotential number by the normal gravity value computed on the
 GC0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0616.degrees latitude (g = 980.6199 gals.).
 GC0616
 GC0616.The modeled gravity was interpolated from observed gravity values.
 GC0616
 GC0616;                    North         East    Units  Estimated Accuracy
 GC0616;SPC TN       -   197,940.      527,330.      MT  (+/- 180 meters Scaled)
 GC0616
 GC0616                          SUPERSEDED SURVEY CONTROL
 GC0616
 GC0616  NGVD 29 (??/??/92)  212.086  (m)          695.82   (f) ADJ UNCH    2 0
 GC0616
 GC0616.Superseded values are not recommended for survey control.
 GC0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0616.See file dsdata.txt to determine how the superseded data were derived.
 GC0616
 GC0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE173966(NAD 83)
 GC0616_MARKER: DR = REFERENCE MARK DISK
 GC0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0616_STAMPING: BENHAM NO 2 1959
 GC0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0616+STABILITY: SURFACE MOTION
 GC0616
 GC0616  HISTORY     - Date     Condition        Report By
 GC0616  HISTORY     - 1959     MONUMENTED       CGS
 GC0616  HISTORY     - 1960     GOOD             NGS
 GC0616
 GC0616                          STATION DESCRIPTION
 GC0616
 GC0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0616'AT NASHVILLE.
 GC0616'THIS MARK IS LOCATED AT THE BENHAM 1959 STATION SITE, 53.3 FT.
 GC0616'WEST-NORTHWEST OF THE STATION MARK, 21 FT. WEST OF THE CENTER OF
 GC0616'BENHAM STREET, AND 2 FT. SOUTH OF A POWER LINE POLE, SET IN THE
 GC0616'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0307 ***********************************************************************
 FF0307  DESIGNATION -  BENJES
 FF0307  PID         -  FF0307
 FF0307  STATE/COUNTY-  TN/SHELBY
 FF0307  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0307
 FF0307                         *CURRENT SURVEY CONTROL
 FF0307  ___________________________________________________________________
 FF0307* NAD 83(1995)-  35 14 41.94686(N)    090 03 10.41387(W)     ADJUSTED  
 FF0307* NAVD 88     -        90.803  (meters)     297.91   (feet)  ADJUSTED  
 FF0307  ___________________________________________________________________
 FF0307  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FF0307  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0307  DYNAMIC HT  -          90.722 (meters)     297.64  (feet)  COMP
 FF0307  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF0307
 FF0307  HORZ ORDER  -  SECOND
 FF0307  VERT ORDER  -  FIRST     CLASS II
 FF0307
 FF0307.The horizontal coordinates were established by classical geodetic methods
 FF0307.and adjusted by the National Geodetic Survey in April 1999..
 FF0307
 FF0307.The orthometric height was determined by differential leveling
 FF0307.and adjusted by the National Geodetic Survey in June 1991..
 FF0307
 FF0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0307
 FF0307.The geoid height was determined by GEOID03.
 FF0307
 FF0307.The dynamic height is computed by dividing the NAVD 88
 FF0307.geopotential number by the normal gravity value computed on the
 FF0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0307.degrees latitude (g = 980.6199 gals.).
 FF0307
 FF0307.The modeled gravity was interpolated from observed gravity values.
 FF0307
 FF0307;                    North         East     Units Scale Factor Converg.
 FF0307;SPC TN       -   108,784.996   231,230.039   MT  1.00000089   -2 22 21.8
 FF0307;SPC TN       -   356,905.44    758,627.22   sFT  1.00000089   -2 22 21.8
 FF0307;SPC AR N     -   102,891.996   577,196.645   MT  0.99995336   +1 07 58.9
 FF0307;SPC AR N     -   337,571.49  1,893,685.99   sFT  0.99995336   +1 07 58.9
 FF0307;UTM  15      - 3,904,193.544   768,164.233   MT  1.00048634   +1 42 06.2
 FF0307;UTM  16      - 3,904,484.748   222,207.085   MT  1.00055114   -1 45 46.3
 FF0307
 FF0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0307!SPC TN       -   0.99999003  x   1.00000089  =   0.99999092
 FF0307!SPC AR N     -   0.99999003  x   0.99995336  =   0.99994339
 FF0307!UTM  15      -   0.99999003  x   1.00048634  =   1.00047637
 FF0307!UTM  16      -   0.99999003  x   1.00055114  =   1.00054116
 FF0307
 FF0307:                Primary Azimuth Mark                     Grid Az
 FF0307:SPC TN       -  LOCKE                                    008 36 09.4
 FF0307:SPC AR N     -  LOCKE                                    005 05 48.7
 FF0307:UTM  15      -  LOCKE                                    004 31 41.4
 FF0307:UTM  16      -  LOCKE                                    007 59 33.9
 FF0307
 FF0307|---------------------------------------------------------------------|
 FF0307| PID    Reference Object                     Distance      Geod. Az  |
 FF0307|                                                           dddmmss.s |
 FF0307| FF1941 LOCKE                               APPROX.11.5 KM 0061347.6 |
 FF0307| FF1756 BENJES RM 3                          26.510 METERS 01015     |
 FF0307| FF1942 SHELBY STATE PARK WT 31 LOT         APPROX.11.2 KM 0110832.1 |
 FF0307| FF0305 BENJESTOWN RAD STA WHBQ MAST 5      APPROX. 1.0 KM 0232911.2 |
 FF0307| FF0306 BENJES RM 1                          84.582 METERS 03017     |
 FF0307| FF1943 MEMPHIS RAD STA WDIA S CEN MST      APPROX. 4.1 KM 0515520.9 |
 FF0307| FF1755 BENJES RM 4                          32.940 METERS 09154     |
 FF0307| FF1983 MEMPHIS FIRESTONE TIRE CO STK       APPROX. 7.9 KM 1625155.1 |
 FF0307| FF1978 NATIONAL MEMPHIS GARAGE OCC LT      APPROX.12.9 KM 1701911.1 |
 FF0307| FF2215 BENJES AZ MK                                       1714551.3 |
 FF0307| FF0308 BENJES RM 2                          77.370 METERS 17419     |
 FF0307| FF1997 MEMPHIS COLUMBUS TWR FLAGPOLE       APPROX.10.9 KM 1793349.8 |
 FF0307|---------------------------------------------------------------------|
 FF0307
 FF0307                          SUPERSEDED SURVEY CONTROL
 FF0307
 FF0307  NAD 83(1995)-  35 14 41.95283(N)    090 03 10.41437(W) AD(       ) 2
 FF0307  NAD 83(1995)-  35 14 41.95642(N)    090 03 10.41419(W) AD(       ) 2
 FF0307  NAD 83(1986)-  35 14 41.95757(N)    090 03 10.41489(W) AD(       ) 2
 FF0307  NAD 27      -  35 14 41.64080(N)    090 03 10.08670(W) AD(       ) 2
 FF0307  NGVD 29 (??/??/??)   90.766  (m)          297.79   (f) ADJUSTED    1 2
 FF0307
 FF0307.Superseded values are not recommended for survey control.
 FF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0307.See file dsdata.txt to determine how the superseded data were derived.
 FF0307
 FF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6816404194(NAD 83)
 FF0307_MARKER: DS = TRIANGULATION STATION DISK
 FF0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0307_STAMPING: BENJES 1929
 FF0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0307+STABILITY: SURFACE MOTION
 FF0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0307+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0307
 FF0307  HISTORY     - Date     Condition        Report By
 FF0307  HISTORY     - 1929     MONUMENTED       CGS
 FF0307  HISTORY     - 1957     GOOD             CGS
 FF0307  HISTORY     - 1957     GOOD             CGS
 FF0307  HISTORY     - 1977     GOOD             NGS
 FF0307  HISTORY     - 1979     GOOD             NGS
 FF0307  HISTORY     - 19971002 GOOD             TN1620
 FF0307  HISTORY     - 20021022 GOOD             USACE
 FF0307
 FF0307                          STATION DESCRIPTION
 FF0307
 FF0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FF0307'ABOUT 7 MILES NORTH OF MEMPHIS, 1/2 MILE SOUTH OF BENJESTOWN
 FF0307'STORE, ON LAND OWNED BY MR. LARRICK OF WASHINGTON, D.C.  LAND
 FF0307'HAS NOT BEEN CULTIVATED FOR 7 YEARS AND CONSISTS OF WEDGE-SHAPED
 FF0307'STRIP CUT OFF FROM WEST SIDE OF FARM BY ROAD.  TO REACH FROM
 FF0307'MEMPHIS, GO NORTH ON ROUTE 3 TO POINT 1.8 MILES NORTH OF
 FF0307'WOLF RIVER BRIDGE, TURN ONTO OILED ROAD LEADING NORTHWEST,
 FF0307'AND GO 3.2 MILES TO STATION SITE.  SURFACE AND UNDERGROUND
 FF0307'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FF0307'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FF0307'NO. 1 IS ABOUT 25 FEET NORTH OF CENTER LINE OF
 FF0307'ROAD, 75 FEET SOUTH OF ROAD LEADING TO HOUSE AT
 FF0307'LEFT BEND IN ROAD, AND 277.6 FEET FROM STATION.
 FF0307'NO. 2 IS ABOUT 30 FEET EAST OF CENTER
 FF0307'LINE OF ROAD, IN SOUTHEAST CORNER OF YARD AROUND C.B.
 FF0307'WILLIAMS HOUSE, AND 253.9 FEET FROM STATION.
 FF0307'AZIMUTH FROM STATION TO MEMPHIS, COLUMBUS
 FF0307'TOWER, FLAGPOLE, IS S 00 DEG 26 MIN 11 SEC E.
 FF0307
 FF0307                          STATION RECOVERY (1957)
 FF0307
 FF0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF0307'THE STATION WAS RECOVERED AND THE DISTANCES AND DIRECTIONS
 FF0307'TO THE REFERENCE MARKS CHECKED.  REFERENCE MARK 1 WAS REMOVED
 FF0307'BECAUSE EROSION WAS WASHING IT OUT OF THE GROUND.  REFERENCE
 FF0307'MARKS 3 AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 FF0307'TIME.  THE LOCAL SURROUNDINGS HAVE CHANGED AND A NEW DESCRIPTION
 FF0307'FOLLOWS.
 FF0307'
 FF0307'THE STATION IS ABOUT 7 MILES NORTH OF THE MAIN BUSINESS DISTRICT
 FF0307'OF MEMPHIS, ABOUT 11 MILES SOUTHWEST OF MILLINGTON AND ON
 FF0307'PROPERTY OWNED BY J.C. VANDIVEER.  IT IS 19 FEET SOUTHEAST OF
 FF0307'THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 62 FEET
 FF0307'WEST OF THE CENTERLINE OF BENJESTOWN ROAD AND 66 FEET NORTHWEST
 FF0307'OF A 24 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK
 FF0307'IS STAMPED BENJES 1929.
 FF0307'
 FF0307'REFERENCE MARK 2 IS 26 FEET EAST OF THE CENTERLINE OF BENJESTOWN
 FF0307'ROAD, 125 FEET WEST OF THE SOUTHWEST CORNER OF A STONE HOUSE
 FF0307'AND 53 FEET NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY.
 FF0307'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BENJES NO 1 1929.
 FF0307'
 FF0307'REFERENCE MARK 3 IS 21 FEET NORTH OF THE NORTHEAST CORNER OF
 FF0307'THE CONCRETE BLOCK BUILDING AND 68 FEET WEST OF THE CENTERLINE
 FF0307'OF BENJESTOWN ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 FF0307'STAMPED BENJES NO 3 1929.
 FF0307'
 FF0307'REFERENCE MARK 4 IS 44 FEET EAST OF THE CENTERLINE OF BENJESTOWN
 FF0307'ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT
 FF0307'IS FLUSH AND THE DISK IS STAMPED BENJES NO 4 1929.
 FF0307'
 FF0307'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF BENJESTOWN
 FF0307'ROAD, 55 FEET EAST OF THE EAST CORNER OF A FRAME HOUSE, 42
 FF0307'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE
 FF0307'AND 1 FOOT NORTH OF A 6 BY 8 INCH OAK POST.  THE MONUMENT IS
 FF0307'FLUSH AND THE DISK IS STAMPED BENJES 1929.
 FF0307'
 FF0307'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER WOLF
 FF0307'RIVER ON U.S. HIGHWAY 51, GO NORTH ON HIGHWAY 51 FOR 1.3 MILES
 FF0307'TO A CROSSROAD (MILLINGTON ROAD).  TURN LEFT AND GO WEST FOR
 FF0307'0.5 MILE TO BENJESTOWN ROAD.  TURN RIGHT AND GO NORTHERLY FOR
 FF0307'3.2 MILES TO THE STATION ON THE LEFT.
 FF0307'
 FF0307'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ON
 FF0307'BENJESTOWN ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 FF0307
 FF0307                          STATION RECOVERY (1957)
 FF0307
 FF0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0307'3.8 MI NW FROM FRAYSER.
 FF0307'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0307'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0307'ALONG MARSH ROAD, THENCE 2.8 MILES NORTH AND NORTHWEST ALONG
 FF0307'BENJESTOWN ROAD, 61 1/2 FEET WEST OF THE CENTER LINE OF THE
 FF0307'ROAD, 277.6 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM RM NO.
 FF0307'1, 253.9 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM BM NO.
 FF0307'2, 62 FEET SOUTHWEST OF CABLE LINE POLE NO. 66108,74 1/2, 19
 FF0307'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE C.L. HANNAH MOTOR
 FF0307'COMPANY BUILDING, 19 FEET EAST OF A WELL PUMP, 1 1/2 FEET ABOVE
 FF0307'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0307'PROJECTING 1 INCH ABOVE THE GROUND.
 FF0307
 FF0307                          STATION RECOVERY (1977)
 FF0307
 FF0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FF0307'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE 1957
 FF0307'RECOVERY NOTE IS GOOD WITH FOLLOWING.
 FF0307'
 FF0307'REFERENCE MARK 4 IS 47 FEET NORTHEAST OF A 48 INCH OAK TREE AND 3 FEET
 FF0307'WEST OF A POWER POLE.
 FF0307
 FF0307                          STATION RECOVERY (1979)
 FF0307
 FF0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF0307'THE STATION MARK, AND REFERENCE MARKS 3 AND 4 WERE FOUND IN GOOD
 FF0307'CONDITION.  REFERENCE MARK N0 2 AND AZIMUTH MARK WAS SEARCH FOR
 FF0307'AT THIS TIME AND WERE NOT FOUND. BELIVED TO BE DESTROYED NO PLACE
 FF0307'FOR A NEW AZIMUTH MARK. THE DIRECTION AND DISTANCE BETWEEN
 FF0307'REFERENCE MARKS 3 AND 4 CHECK THE 1957 DATA.
 FF0307'THE STATION IS LOCATED ABOUT 11.27 KILOMETERS (7.0 MI) NORTH OF
 FF0307'MEMPHIS, AND ABOUT 17.70 KILOMETERS (11.0 MI) SOUTHEAST OF
 FF0307'MILLINGTON AND ON PROPERTY OWNED BY MR. W.C. WALDON OF 4378
 FF0307'BENJESTOWN ROAD, MEMPHIS, TN. 38127.
 FF0307'
 FF0307'TO REACH THE STATION FROM JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FF0307'U.S. HIGHWAY 51 (DANNY THOMAS BLVD.) IN MEMPHIS, GO NORTH
 FF0307'ON U.S. HIGHWAY 51 FOR 6.25 MILES (10.05 KM.) TO JUNCTION OF
 FF0307'WATKIN STREET.  TURN LEFT ON WATKIN STREET AND GO NORTHWEST
 FF0307'FOR 1.8 MILES (2.89 KM) TO A SIDE ROAD LEFT, NORTHAVEN DR. TURN
 FF0307'LEFT AND GO WEST ON NORTHAVEN DR. FOR 0.2 MILE (0.32 KM)TO A
 FF0307'CROSS ROAD BRECKENWOOD ROAD.  TURN LEFT AND GO SOUTH AND WEST
 FF0307'ON BRECKENWOOD ROAD FOR 1.6 MILES (2.57 KM) TO BENJESTOWN ROAD.
 FF0307'TURN LEFT AND GO SOUTH FOR 0.5 MILE (0.80 KM) TO THE STATION
 FF0307'ON RIGHT.
 FF0307'
 FF0307'THE STATION IS A STANDARD NGS DISK
 FF0307'STAMPED---BENJES 1929---,
 FF0307'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 34 CM ON A SIDE
 FF0307'FLUSH WITH GROUND.  IT IS LOCATED
 FF0307'19.07 METERS WEST FROM THE CENTER LINE OF BENJESTOWN ROAD.
 FF0307'4.80 METERS SOUTHEAST FROM THE SOUTHEAST CORNER OF A WHITE
 FF0307'BUILDING.
 FF0307'4.80 METERS SOUTHEAST FROM THE SOUTHEAST CORNER OF BUILDING.
 FF0307'
 FF0307'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 FF0307'STAMPED---BENJES N0 3 1929.---,
 FF0307'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FF0307'FLUSH WITH GROUND.  IT IS LOCATED
 FF0307'20.75 METERS WEST FROM THE CENTER LINE OF BENJESTOWN ROAD AND
 FF0307'6.32 METERS NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF A
 FF0307'WHITE BLOCK BUILDING.
 FF0307'MARK IS LEVEL WITH STATION.
 FF0307'
 FF0307'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 FF0307'STAMPED---BENJES N0 4 1929---,
 FF0307'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FF0307'FLUSH WITH GROUND.  IT IS LOCATED
 FF0307'13.35 METERS EAST FROM THE CENTER LINE OF BENJESTOWN ROAD AND
 FF0307'0.80 METER WEST FROM A POWER POLE.
 FF0307'MARK IS BELOW STATION 1 METER.
 FF0307'
 FF0307'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE HOUSE BOAT ON LINE.
 FF0307'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 24.3 METERS.
 FF0307
 FF0307                          STATION RECOVERY (1997)
 FF0307
 FF0307'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0307'RECOVERED IN GOOD CONDITION.
 FF0307
 FF0307                          STATION RECOVERY (2002)
 FF0307
 FF0307'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0306 ***********************************************************************
 FF0306  DESIGNATION -  BENJES RM 1
 FF0306  PID         -  FF0306
 FF0306  STATE/COUNTY-  TN/SHELBY
 FF0306  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0306
 FF0306                         *CURRENT SURVEY CONTROL
 FF0306  ___________________________________________________________________
 FF0306* NAD 83(1986)-  35 14 42.     (N)    090 03 10.     (W)     SCALED    
 FF0306* NAVD 88     -        89.232  (meters)     292.76   (feet)  ADJUSTED  
 FF0306  ___________________________________________________________________
 FF0306  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0306  DYNAMIC HT  -          89.152 (meters)     292.49  (feet)  COMP
 FF0306  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF0306
 FF0306  VERT ORDER  -  FIRST     CLASS II
 FF0306
 FF0306.The horizontal coordinates were scaled from a topographic map and have
 FF0306.an estimated accuracy of +/- 6 seconds.
 FF0306
 FF0306.The orthometric height was determined by differential leveling
 FF0306.and adjusted by the National Geodetic Survey in June 1991..
 FF0306
 FF0306.The geoid height was determined by GEOID03.
 FF0306
 FF0306.The dynamic height is computed by dividing the NAVD 88
 FF0306.geopotential number by the normal gravity value computed on the
 FF0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0306.degrees latitude (g = 980.6199 gals.).
 FF0306
 FF0306.The modeled gravity was interpolated from observed gravity values.
 FF0306
 FF0306;                    North         East    Units  Estimated Accuracy
 FF0306;SPC TN       -   108,790.      231,240.      MT  (+/- 180 meters Scaled)
 FF0306
 FF0306                          SUPERSEDED SURVEY CONTROL
 FF0306
 FF0306  NGVD 29 (??/??/??)   89.195  (m)          292.63   (f) ADJUSTED    1 2
 FF0306
 FF0306.Superseded values are not recommended for survey control.
 FF0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0306.See file dsdata.txt to determine how the superseded data were derived.
 FF0306
 FF0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV681041(NAD 83)
 FF0306_MARKER: DR = REFERENCE MARK DISK
 FF0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0306_STAMPING: BENJES NO 1 1929
 FF0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0306+STABILITY: SURFACE MOTION
 FF0306
 FF0306  HISTORY     - Date     Condition        Report By
 FF0306  HISTORY     - 1929     MONUMENTED       CGS
 FF0306  HISTORY     - 1957     GOOD             CGS
 FF0306  HISTORY     - 19971002 MARK NOT FOUND   TN1620
 FF0306
 FF0306                          STATION DESCRIPTION
 FF0306
 FF0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0306'3.8 MI NW FROM FRAYSER.
 FF0306'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER
 FF0306'THE ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0306'ALONG MARSH ROAD, THENCE 2.85 MILES NORTH AND NORTHWEST ALONG
 FF0306'BENJESTOWN ROAD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 507
 FF0306'FEET NORTH OF RM NO. 2, 277.6 FEET NORTH-NORTHEAST AND ACROSS
 FF0306'THE ROAD FROM TRIANGULATION STATION BENJES, 72 FEET SOUTH OF
 FF0306'POWER LINE POLE NO. 40515, 43 FEET NORTH OF A FENCE CORNER, 4
 FF0306'FEET WEST OF A FENCE LINE, 1/2 FOOT ABOVE THE LEVEL OF THE ROAD
 FF0306'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FF0306
 FF0306                          STATION RECOVERY (1997)
 FF0306
 FF0306'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0308 ***********************************************************************
 FF0308  DESIGNATION -  BENJES RM 2
 FF0308  PID         -  FF0308
 FF0308  STATE/COUNTY-  TN/SHELBY
 FF0308  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0308
 FF0308                         *CURRENT SURVEY CONTROL
 FF0308  ___________________________________________________________________
 FF0308* NAD 83(1986)-  35 14 41.     (N)    090 03 09.     (W)     SCALED    
 FF0308* NAVD 88     -        90.168  (meters)     295.83   (feet)  ADJUSTED  
 FF0308  ___________________________________________________________________
 FF0308  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0308  DYNAMIC HT  -          90.088 (meters)     295.56  (feet)  COMP
 FF0308  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 FF0308
 FF0308  VERT ORDER  -  FIRST     CLASS II
 FF0308
 FF0308.The horizontal coordinates were scaled from a topographic map and have
 FF0308.an estimated accuracy of +/- 6 seconds.
 FF0308
 FF0308.The orthometric height was determined by differential leveling
 FF0308.and adjusted by the National Geodetic Survey in June 1991..
 FF0308
 FF0308.The geoid height was determined by GEOID03.
 FF0308
 FF0308.The dynamic height is computed by dividing the NAVD 88
 FF0308.geopotential number by the normal gravity value computed on the
 FF0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0308.degrees latitude (g = 980.6199 gals.).
 FF0308
 FF0308.The modeled gravity was interpolated from observed gravity values.
 FF0308
 FF0308;                    North         East    Units  Estimated Accuracy
 FF0308;SPC TN       -   108,750.      231,270.      MT  (+/- 180 meters Scaled)
 FF0308
 FF0308                          SUPERSEDED SURVEY CONTROL
 FF0308
 FF0308  NGVD 29 (??/??/??)   90.131  (m)          295.70   (f) ADJUSTED    1 2
 FF0308
 FF0308.Superseded values are not recommended for survey control.
 FF0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0308.See file dsdata.txt to determine how the superseded data were derived.
 FF0308
 FF0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682041(NAD 83)
 FF0308_MARKER: DR = REFERENCE MARK DISK
 FF0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0308_STAMPING: BENJES NO 2 1929
 FF0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0308+STABILITY: SURFACE MOTION
 FF0308
 FF0308  HISTORY     - Date     Condition        Report By
 FF0308  HISTORY     - 1929     MONUMENTED       CGS
 FF0308  HISTORY     - 1957     GOOD             CGS
 FF0308  HISTORY     - 19971008 MARK NOT FOUND   TN1620
 FF0308
 FF0308                          STATION DESCRIPTION
 FF0308
 FF0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0308'3.8 MI NW FROM FRAYSER.
 FF0308'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0308'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0308'ALONG MARSH ROAD, THENCE 2.75 MILES NORTH AND NORTHWEST ALONG
 FF0308'BENJESTOWN ROAD, 0.25 MILE NORTH OF THE JUNCTION OF BILLION ROAD
 FF0308'LEADING WEST, 24 FEET EAST OF THE CENTER LINE OF ROAD, 51 FEET
 FF0308'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST TO A COTTON
 FF0308'GIN, 507 FEET SOUTH OF BENJES RM NO 1, 253.7 FEET SOUTH-SOUTHEAST
 FF0308'AND ACROSS THE ROAD FROM TRIANGULATION STATION BENJES, 125
 FF0308'FEET WEST OF THE SOUTHWEST CORNER OF A STONE HOUSE, 5 FEET EAST
 FF0308'OF A LONE 3 INCH HACKBERRY TREE, 1 1/2 FEET ABOVE THE LEVEL OF
 FF0308'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FF0308
 FF0308                          STATION RECOVERY (1997)
 FF0308
 FF0308'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1756 ***********************************************************************
 FF1756  DESIGNATION -  BENJES RM 3
 FF1756  PID         -  FF1756
 FF1756  STATE/COUNTY-  TN/SHELBY
 FF1756  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1756
 FF1756                         *CURRENT SURVEY CONTROL
 FF1756  ___________________________________________________________________
 FF1756* NAD 83(1986)-  35 14 41.     (N)    090 03 10.     (W)     SCALED    
 FF1756* NAVD 88     -        90.40   (meters)     296.6    (feet)  RESET     
 FF1756  ___________________________________________________________________
 FF1756  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1756
 FF1756  VERT ORDER  -  THIRD
 FF1756
 FF1756.The horizontal coordinates were scaled from a topographic map and have
 FF1756.an estimated accuracy of +/- 6 seconds.
 FF1756
 FF1756.The orthometric height was computed from unverified reset data.
 FF1756.No vertical observational check was made to the station.
 FF1756
 FF1756.The geoid height was determined by GEOID03.
 FF1756
 FF1756;                    North         East    Units  Estimated Accuracy
 FF1756;SPC TN       -   108,760.      231,240.      MT  (+/- 180 meters Scaled)
 FF1756
 FF1756                          SUPERSEDED SURVEY CONTROL
 FF1756
 FF1756  NGVD 29 (10/12/01)   90.36   (m)          296.5    (f) RESET       3  
 FF1756
 FF1756.Superseded values are not recommended for survey control.
 FF1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1756.See file dsdata.txt to determine how the superseded data were derived.
 FF1756
 FF1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV681041(NAD 83)
 FF1756_MARKER: DR = REFERENCE MARK DISK
 FF1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1756_SP_SET: CONCRETE POST
 FF1756_STAMPING: BENJES NO 3 1929
 FF1756_MARK LOGO: CGS   
 FF1756_PROJECTION: FLUSH
 FF1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1756+STABILITY: SURFACE MOTION
 FF1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1756+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1990
 FF1756
 FF1756  HISTORY     - Date     Condition        Report By
 FF1756  HISTORY     - 1957     MONUMENTED       CGS
 FF1756  HISTORY     - 19901213 GOOD             NGS
 FF1756  HISTORY     - 19971008 GOOD             TN1620
 FF1756
 FF1756                          STATION DESCRIPTION
 FF1756
 FF1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF1756'3.8 MI NW FROM FRYSER.
 FF1756'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF1756'ILLINOIS CENTRAL RAILROAD IN FREYSER, THENCE 0.55 MILE WEST ALONG
 FF1756'MARSH ROAD, THENCE 2.8 MILES WEST AND NORTHWEST ALONG BENJESTOWN
 FF1756'ROAD TO THE MARK, 21 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 FF1756'BLOCK BUILDING AND 68 FEET WEST OF THE CENTERLINE OF THE ROAD.
 FF1756
 FF1756                          STATION RECOVERY (1990)
 FF1756
 FF1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1756'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF MEMPHIS, 17.7
 FF1756'KM (11.00 MI) SOUTHEAST OF MILLINGTON AND 4.8 KM (3.00 MI) WEST OF
 FF1756'U.S.HIGHWAY 51. OWNERSHIP-W.C. WALDON, 4378 BENJESTOWN ROAD, MEMPHIS
 FF1756'TN 38127. PHONE IS 901-358-4587. TO REACH THE STATION FROM THE
 FF1756'JUNCTION OF INTERSTATE HIGHWAY 40 AND U.S.HIGHWAY 51 (EXIT 1B) IN
 FF1756'MEMPHIS. GO NORTH ON U.S.HIGHWAY 51 FOR 10.02 KM (6.20 MI) TO A PAVED
 FF1756'CROSS ROAD. TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 388 (WATKIN
 FF1756'ROAD) FRO 2.91 KM (1.80 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT
 FF1756'AND GO WEST ON NORTHHAVEN DRIVE FOR 0.36 KM (0.20 MI) TO A PAVED
 FF1756'CROSSROAD. TURN LEFT AND GO SOUTH AND WEST ON BRECKENWOOD ROAD FOR
 FF1756'2.58 KM (1.60 MI) TO A T JUNCTION. TURN LEFT AND GO SOUTH ON
 FF1756'BENJESTOWN ROAD FOR 0.81 KM (0.50 MI) TO A CONCRETE BLOCK GARAGE AND
 FF1756'THE STATION ON THE RIGHT. THE STATION IS LOCATED 26.5 M (86.9 FT)
 FF1756'WEST FROM BENJES 1929, 20.8 M (68.2 FT) WEST FROM THE CENTERLINE OF
 FF1756'BENJESTOWN ROAD AND 6.3 M (20.7 FT) NORTH-NORTHEAST FROM THE
 FF1756'NORTHEAST CORNER OF THE CONCRETE BLOCK BUILDING. THE STATION IS FLUSH
 FF1756'WITH THE GROUND. DESCRIBED BY E.J.HANSMANN.
 FF1756
 FF1756                          STATION RECOVERY (1997)
 FF1756
 FF1756'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1755 ***********************************************************************
 FF1755  DESIGNATION -  BENJES RM 4
 FF1755  PID         -  FF1755
 FF1755  STATE/COUNTY-  TN/SHELBY
 FF1755  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1755
 FF1755                         *CURRENT SURVEY CONTROL
 FF1755  ___________________________________________________________________
 FF1755* NAD 83(1986)-  35 14 41.     (N)    090 03 10.     (W)     SCALED    
 FF1755* NAVD 88     -        89.80   (meters)     294.6    (feet)  RESET     
 FF1755  ___________________________________________________________________
 FF1755  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1755
 FF1755  VERT ORDER  -  THIRD
 FF1755
 FF1755.The horizontal coordinates were scaled from a topographic map and have
 FF1755.an estimated accuracy of +/- 6 seconds.
 FF1755
 FF1755.The orthometric height was computed from unverified reset data.
 FF1755.No vertical observational check was made to the station.
 FF1755
 FF1755.The geoid height was determined by GEOID03.
 FF1755
 FF1755;                    North         East    Units  Estimated Accuracy
 FF1755;SPC TN       -   108,760.      231,240.      MT  (+/- 180 meters Scaled)
 FF1755
 FF1755                          SUPERSEDED SURVEY CONTROL
 FF1755
 FF1755  NGVD 29 (10/12/01)   89.76   (m)          294.5    (f) RESET       3  
 FF1755
 FF1755.Superseded values are not recommended for survey control.
 FF1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1755.See file dsdata.txt to determine how the superseded data were derived.
 FF1755
 FF1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV681041(NAD 83)
 FF1755_MARKER: DR = REFERENCE MARK DISK
 FF1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1755_SP_SET: CONCRETE POST
 FF1755_STAMPING: BENJES RM 4 1929
 FF1755_MARK LOGO: CGS   
 FF1755_PROJECTION: FLUSH
 FF1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1755+STABILITY: SURFACE MOTION
 FF1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1755+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1990
 FF1755
 FF1755  HISTORY     - Date     Condition        Report By
 FF1755  HISTORY     - 1957     MONUMENTED       CGS
 FF1755  HISTORY     - 19901213 GOOD             NGS
 FF1755  HISTORY     - 19971008 GOOD             TN1620
 FF1755
 FF1755                          STATION DESCRIPTION
 FF1755
 FF1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF1755'3.8 MI NW FROM FRAYSER.
 FF1755'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF1755'ILLINOIS CENTRAL RAILROAD IN FRAYSER, THENCE 0.55 MILE WESTALONG
 FF1755'MARSH ROAD THENCE 2.8 MILES WEST AND NORTHWEST ALONG BENJESTOWN
 FF1755'ROAD, 47 FEET NORTHEAST OF A 48 INCH OAK TREE, 3 FEET WEST OF A
 FF1755'POWER POLE AND 44 FEET EAST OF THE CENTERLINE OF THE ROAD.
 FF1755
 FF1755                          STATION RECOVERY (1990)
 FF1755
 FF1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FF1755'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF MEMPHIS, 17.7
 FF1755'KM (11.00 MI) SOUTHEAST OF MILLINGTON AND 4.8 KM (3.00 MI) WEST OF
 FF1755'U.S.HIGHWAY 51. OWNERSHIP-W.C. WALDON, 4378 BENJESTOWN ROAD, MEMPHIS
 FF1755'TN 38127. PHONE IS 901-358-4587. TO REACH THE STATION FROM THE
 FF1755'JUNCTION OF INTERSTATE HIGHWAY 40 AND U.S.HIGHWAY 51 (EXIT 1B) IN
 FF1755'MEMPHIS. GO NORTH ON U.S.HIGHWAY 51 FOR 10.02 KM (6.20 MI) TO A PAVED
 FF1755'CROSS ROAD. TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 388 (WATKIN
 FF1755'ROAD) FRO 2.91 KM (1.80 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT
 FF1755'AND GO WEST ON NORTHHAVEN DRIVE FOR 0.36 KM (0.20 MI) TO A PAVED
 FF1755'CROSSROAD. TURN LEFT AND GO SOUTH AND WEST ON BRECKENWOOD ROAD FOR
 FF1755'2.58 KM (1.60 MI) TO A T JUNCTION. TURN LEFT AND GO SOUTH ON
 FF1755'BENJESTOWN ROAD FOR 0.81 KM (0.50 MI) TO A CONCRETE BLOCK GARAGE AND
 FF1755'THE STATION ON THE RIGHT. THE STATION IS LOCATED 32.94 M (108.07 FT)
 FF1755'NORTH FROM BENJES 1929, 13.4 M (44.0 FT) WEST FROM THE CENTERLINE OF
 FF1755'BENJESTOWN ROAD AND 0.8 M (2.6 FT) WEST FROM A UTILITY POLE. THE
 FF1755'STATION IS FLUSH WITH THE GROUND. DESCRIBED BY E.J.HANSMANN.
 FF1755
 FF1755                          STATION RECOVERY (1997)
 FF1755
 FF1755'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0305 ***********************************************************************
 FF0305  DESIGNATION -  BENJESTOWN RAD STA WHBQ MAST 5
 FF0305  PID         -  FF0305
 FF0305  STATE/COUNTY-  TN/SHELBY
 FF0305  USGS QUAD   -  LOCKE (1970)
 FF0305
 FF0305                         *CURRENT SURVEY CONTROL
 FF0305  ___________________________________________________________________
 FF0305* NAD 83(1995)-  35 15 10.36005(N)    090 02 55.36232(W)     ADJUSTED  
 FF0305* NAVD 88     -        86.689  (meters)     284.41   (feet)  ADJUSTED  
 FF0305  ___________________________________________________________________
 FF0305  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FF0305  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0305  DYNAMIC HT  -          86.612 (meters)     284.16  (feet)  COMP
 FF0305  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 FF0305
 FF0305  HORZ ORDER  -  THIRD
 FF0305  VERT ORDER  -  FIRST     CLASS II
 FF0305
 FF0305.The horizontal coordinates were established by classical geodetic methods
 FF0305.and adjusted by the National Geodetic Survey in April 1999..
 FF0305
 FF0305.The orthometric height was determined by differential leveling
 FF0305.and adjusted by the National Geodetic Survey in June 1991..
 FF0305
 FF0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0305
 FF0305.The geoid height was determined by GEOID03.
 FF0305
 FF0305.The dynamic height is computed by dividing the NAVD 88
 FF0305.geopotential number by the normal gravity value computed on the
 FF0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0305.degrees latitude (g = 980.6199 gals.).
 FF0305
 FF0305.The modeled gravity was interpolated from observed gravity values.
 FF0305
 FF0305;                    North         East     Units Scale Factor Converg.
 FF0305;SPC TN       -   109,644.141   231,646.461   MT  0.99999949   -2 22 13.0
 FF0305;SPC TN       -   359,724.15    759,993.43   sFT  0.99999949   -2 22 13.0
 FF0305;SPC AR N     -   103,774.956   577,559.735   MT  0.99995256   +1 08 07.6
 FF0305;SPC AR N     -   340,468.33  1,894,877.23   sFT  0.99995256   +1 08 07.6
 FF0305;UTM  15      - 3,905,080.539   768,518.729   MT  1.00048868   +1 42 16.1
 FF0305;UTM  16      - 3,905,348.750   222,614.565   MT  1.00054835   -1 45 38.9
 FF0305
 FF0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0305!SPC TN       -   0.99999068  x   0.99999949  =   0.99999017
 FF0305!SPC AR N     -   0.99999068  x   0.99995256  =   0.99994324
 FF0305!UTM  15      -   0.99999068  x   1.00048868  =   1.00047935
 FF0305!UTM  16      -   0.99999068  x   1.00054835  =   1.00053902
 FF0305
 FF0305                          SUPERSEDED SURVEY CONTROL
 FF0305
 FF0305  NAD 83(1995)-  35 15 10.36636(N)    090 02 55.36278(W) AD(       ) 4
 FF0305  NAD 83(1995)-  35 15 10.36938(N)    090 02 55.36272(W) AD(       ) 4
 FF0305  NAD 83(1986)-  35 15 10.37085(N)    090 02 55.36332(W) AD(       ) 4
 FF0305  NAD 27      -  35 15 10.05700(N)    090 02 55.03400(W) AD(       ) 3
 FF0305  NGVD 29 (??/??/??)   86.653  (m)          284.29   (f) ADJUSTED    1 2
 FF0305
 FF0305.Superseded values are not recommended for survey control.
 FF0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0305.See file dsdata.txt to determine how the superseded data were derived.
 FF0305
 FF0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6851905081(NAD 83)
 FF0305_MARKER: Q = CHISELED SQUARE
 FF0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0305_SP_SET: CONCRETE FOUNDATION
 FF0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0305+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0305
 FF0305  HISTORY     - Date     Condition        Report By
 FF0305  HISTORY     - 1957     MONUMENTED       CGS
 FF0305  HISTORY     - 1957     GOOD             CGS
 FF0305  HISTORY     - 20021021 GOOD             USACE
 FF0305
 FF0305                          STATION DESCRIPTION
 FF0305
 FF0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF0305'THE STATION IS THE CENTER OF THE TOP OF THE MEMPHIS, RADIO
 FF0305'STATION WHBQ NO. 5 MAST, LOCATED ABOUT 7-1/2 MILES NORTH
 FF0305'OF THE CENTER OF MEMPHIS AT THE WHBQ BROADCASTING STATION.
 FF0305'THE MAST IS THE SOUTH CENTER ONE OF FIVE IDENTICAL MASTS
 FF0305'AND THEY ARE LOCATED IN A PARALLELOGRAM FIGURE.
 FF0305'
 FF0305'THE MAST IS A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURE
 FF0305'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE, HAS A BLINKING
 FF0305'RED LIGHT AT THE TOP AND IS 315 FEET HIGH.
 FF0305'
 FF0305'TO REACH THE STATION FROM THE WOLF RIVER BRIDGE AT THE NORTHWEST
 FF0305'EDGE OF MEMPHIS, GO NORTH ON U.S. HIGHWAY 51 FOR 1.95 MILES
 FF0305'TO MILLINGTON ROAD.  TURN LEFT AND GO NORTH FOR 0.4 MILE
 FF0305'TO CARROLTON ROAD.  TURN LEFT AND GO WEST FOR 0.7 MILE TO
 FF0305'BENJESTOWN ROAD.  TURN RIGHT AND GO NORTH ON BENJESTOWN
 FF0305'ROAD FOR 2.3 MILES TO CIRCLE ROAD.  TURN RIGHT AND GO EAST
 FF0305'ON CIRCLE ROAD FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT.
 FF0305'TURN LEFT FOR 0.05 MILE TO THE STATION.
 FF0305
 FF0305                          STATION RECOVERY (1957)
 FF0305
 FF0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FF0305'4.7 MI N FROM FRAYSER.
 FF0305'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER
 FF0305'THE ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0305'ALONG MARSH ROAD, THENCE 3.3 MILES NORTH AND NORTHWEST ALONG
 FF0305'BENJESTOWN ROAD, THENCE 0.3 MILE EAST ALONG CIRCLE ROAD, THENCE
 FF0305'0.1 MILE NORTH ACROSS A PASTURE, AN OUTLINED SQUARE ON TOP OF THE
 FF0305'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF RADIO TOWER NO.
 FF0305'1 WHICH IS THE SOUTHWEST ONE OF 5 TOWERS.  GROUND ELEVATION FOR
 FF0305'RADIO STATION WHBQ.
 FF0305
 FF0305                          STATION RECOVERY (2002)
 FF0305
 FF0305'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1881 ***********************************************************************
 FC1881  DESIGNATION -  BENNETT
 FC1881  PID         -  FC1881
 FC1881  STATE/COUNTY-  TN/SEQUATCHIE
 FC1881  USGS QUAD   -  KETNER GAP (1976)
 FC1881
 FC1881                         *CURRENT SURVEY CONTROL
 FC1881  ___________________________________________________________________
 FC1881* NAD 83(1995)-  35 14 10.57311(N)    085 24 35.77296(W)     ADJUSTED  
 FC1881* NAVD 88     -       721.     (meters)    2365.     (feet)  SCALED    
 FC1881  ___________________________________________________________________
 FC1881  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FC1881  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1881
 FC1881  HORZ ORDER  -  SECOND
 FC1881
 FC1881.The horizontal coordinates were established by classical geodetic methods
 FC1881.and adjusted by the National Geodetic Survey in April 1999..
 FC1881
 FC1881.The orthometric height was scaled from a topographic map.
 FC1881
 FC1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1881
 FC1881.The geoid height was determined by GEOID03.
 FC1881
 FC1881;                    North         East     Units Scale Factor Converg.
 FC1881;SPC TN       -   100,343.216   653,710.291   MT  1.00000245   +0 20 43.6
 FC1881;SPC TN       -   329,209.37  2,144,714.51   sFT  1.00000245   +0 20 43.6
 FC1881;UTM  16      - 3,900,403.526   644,683.842   MT  0.99985798   +0 55 03.2
 FC1881
 FC1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1881!SPC TN       -   0.99989141  x   1.00000245  =   0.99989386
 FC1881!UTM  16      -   0.99989141  x   0.99985798  =   0.99974940
 FC1881
 FC1881|---------------------------------------------------------------------|
 FC1881| PID    Reference Object                     Distance      Geod. Az  |
 FC1881|                                                           dddmmss.s |
 FC1881| CG5588 BENNETT RM 1                         47.381 METERS 05235     |
 FC1881| FC1859 SIGNAL MOUNTAIN STANDPIPE           APPROX.13.2 KM 1490721.3 |
 FC1881| CG5589 BENNETT RM 2                         41.438 METERS 16500     |
 FC1881| CG5587 BENNETT AZ MK                                      1942634.7 |
 FC1881| FC1882 KETNER                              APPROX. 7.5 KM 2144458.7 |
 FC1881|---------------------------------------------------------------------|
 FC1881
 FC1881                          SUPERSEDED SURVEY CONTROL
 FC1881
 FC1881  NAD 83(1995)-  35 14 10.57374(N)    085 24 35.77343(W) AD(       ) 2
 FC1881  NAD 83(1995)-  35 14 10.57371(N)    085 24 35.77454(W) AD(       ) 2
 FC1881  NAD 83(1995)-  35 14 10.57450(N)    085 24 35.77313(W) AD(       ) 2
 FC1881  NAD 83(1986)-  35 14 10.57601(N)    085 24 35.77296(W) AD(       ) 2
 FC1881  NAD 27      -  35 14 10.31600(N)    085 24 35.90200(W) AD(       ) 2
 FC1881
 FC1881.Superseded values are not recommended for survey control.
 FC1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1881.See file dsdata.txt to determine how the superseded data were derived.
 FC1881
 FC1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE4468400404(NAD 83)
 FC1881_MARKER: DD = SURVEY DISK
 FC1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1881
 FC1881  HISTORY     - Date     Condition        Report By
 FC1881  HISTORY     - 1934     MONUMENTED       CGS
 FC1881  HISTORY     - 1967     POOR             CGS
 FC1881  HISTORY     - 1972     GOOD             LOCENG
 FC1881
 FC1881                          STATION DESCRIPTION
 FC1881
 FC1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1881'ABOUT 6-1/4 MILES WEST-NORTHWEST OF FAIRMOUNT, 5-1/2 MILES SOUTH BY
 FC1881'EAST OF DAUS, 5 MILES EAST OF SHIRLEYTON, 1 MILE NORTH OF BENNETT
 FC1881'GAP, ON HIGH POINT ON WEST SIDE OF WALDEN RIDGE, AT HEAD OF NORTH
 FC1881'SUCK CREEK, IN WOODS, 24 FEET WEST OF CENTER LINE OF PIKE, AND 21.4
 FC1881'FEET NORTHWEST OF TRIANGLE-BLAZED 24-INCH OAK TREE. TO REACH FROM
 FC1881'COURTHOUSE IN JASPER, GO NORTH 28.15 MILES (0.65 MILE PAST SIGNAL
 FC1881'MOUNTAIN CEMENT PLANT) ON TEMPORARY U.S. ROUTES 41 AND 64, TURN LEFT
 FC1881'ONTO CONCRETE ROAD AT LARGE ARROW SIGNAL MOUNTAIN AND GO 3.0
 FC1881'MILES, TURN SHARPLY TO LEFT AT VOLUNTEER FOOD STORE AND GO 0.1
 FC1881'MILE, TURN RIGHT ONTO MARYLAND AVENUE AND GO 0.25 MILE, CONTINUE
 FC1881'STRAIGHT AHEAD (NORTH) 3.1 MILES ON JAMES BOULEVARD TO SMALL
 FC1881'STORE AND ARROW ANDERSON PIKE, FOLLOW LEFT FORK (ASPHALT) 2.05 MILES
 FC1881'TO LOG HOUSE ON RIGHT, AND FOLLOW LEFT FOR 6.2 MILES (1.5 MILES
 FC1881'PAST UNPAINTED SCHOOL ON LEFT) TO TRIANGLE-BLAZED OAK TREE AT TOP OF
 FC1881'GRADE AND STATION SITE. SURFACE AND UNDERGROUND MARKS ARE
 FC1881'STANDARD STATION DISKS IN CONCRETE. REFERENCE AND
 FC1881'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FC1881'NO. 1 IS 41 FEET EAST OF CENTER LINE OF HIGHWAY AND 155.45 FEET
 FC1881'FROM STATION. NO. 2 IS 34 FEET EAST OF
 FC1881'CENTER LINE OF HIGHWAY, 17.6 FEET WEST OF 20-INCH GUM TREE, AND
 FC1881'135.96 FEET FROM STATION. AZIMUTH MARK IS
 FC1881'IN RIGHT-OF-WAY, ABOUT 2 FEET HIGHER AND 36 FEET EAST OF CENTER LINE
 FC1881'OF HIGHWAY, AND 0.15 MILE FROM STATION.
 FC1881
 FC1881                          STATION RECOVERY (1967)
 FC1881
 FC1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC1881'THE SURFACE STATION MARK WAS FOUND LEANING BADLY AND NEARLY COVERED.
 FC1881'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FC1881'RECOVERED AND FOUND IN GOOD CONDITION. THE SURFACE STATION MARK WAS
 FC1881'REMOVED AND THE UNDERGROUND STATION MARK WAS FOUND IN
 FC1881'EXCELLENT CONDITION, AND THE HORIZONTAL DISTANCE MEASUREMENTS FROM
 FC1881'THIS MARK TO THE 1934 REFERENCE MARKS CHECKED FLAT. A FIRM
 FC1881'PLUMBING BENCH WAS THEN ERECTED OVER THE UNDERGROUND MARK AND THE
 FC1881'POINT HELD, THE UNDERGROUND MARK WAS COVERED WITH BOARDS AND A THIN
 FC1881'LAYER OF SAND, AND THE ORIGINAL STATION MARK WITH THE 1967 DATE
 FC1881'ADDED WAS LOWERED INTO THE HOLE, PLUMBED INTO ITS EXACT, ORIGINAL,
 FC1881'HORIZONTAL POSITION, AND FIRMLY CEMENTED AROUND TO WITHIN ABOUT
 FC1881'ONE FOOT OF THE SURFACE. THE STATION WAS THEN OCCUPIED AND THE
 FC1881'HORIZONTAL ANGLES BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS
 FC1881'WERE OBSERVED, AND FOUND IN AGREEMENT WITH THE 1934 OBSERVATIONS.
 FC1881'
 FC1881'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1881'
 FC1881'THE STATION IS LOCATED ON A HIGH POINT ON THE WEST SIDE OF WALDEN
 FC1881'RIDGE AT THE HEAD OF SUCK CREEK, ABOUT 11 MILES SOUTH OF DUNLAP, 6
 FC1881'1/2 MILES WEST-NORTHWEST OF FAIRMONT, 5-1/2 MILES SOUTH-SOUTHEAST OF
 FC1881'DAUS, AND 1 MILE NORTH OF BENNETT GAP.
 FC1881'
 FC1881'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 127 AND STATE
 FC1881'ROUTES 8 AND 28 ABOUT 4 MILES SOUTH OF DUNLAP, GO SOUTHERLY ON U.S.
 FC1881'HIGHWAY 127 AND STATE ROUTE 8 FOR 7.4 MILES TO A FIRE LOOKOUT TOWER
 FC1881'AND ROADSIDE PARK ON THE LEFT AND THE STATION ON THE RIGHT.
 FC1881'
 FC1881'THE STATION IS ALONG THE WEST SIDE OF THE HIGHWAYS ABOUT 100 YARDS
 FC1881'NO. SM 4002, 146 FEET SOUTH OF POWERLINE POLE NO. SM 4001, 44 FEET
 FC1881'WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 127 AND STATE ROUTE 8,
 FC1881'AND 1.4 FT E OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FC1881'SET IN THE TOP OF A 12-IN, ROUND, CONC MONUMENT THAT PROJECTS ABOUT 5
 FC1881'IN AND THE DISK IS STAMPED BENNETT 1934 1967.
 FC1881'
 FC1881'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAYS NORTHEAST OF THE STATION,
 FC1881'74 FEET EAST-SOUTHEAST OF POWERLINE POLE NO. SM 4002, 41 FEET EAST
 FC1881'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 127 AND STATE ROUTE 8, 12.5
 FC1881'FEET SOUTH OF A 12-INCH HICKORY TREE, AND 0.8 OF A FOOT WEST OF A
 FC1881'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FC1881'A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 FC1881'DISK IS STAMPED BENNETT NO 1 1934.
 FC1881'
 FC1881'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAYS SOUTH-SOUTHEAST OF THE
 FC1881'STATION, 70 FEET EAST-NORTHEAST OF POWERLINE POLE NO. SM 4001, 32
 FC1881'FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 127 AND STATE
 FC1881'ROUTE 8, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FC1881'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FC1881'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED BENNETT NO 2 1934
 FC1881'
 FC1881'DUE TO THICK BRUSH AND TREES ON LINE, NO EFFORT WAS MADE TO MEASURE
 FC1881'BETWEEN THE REFERENCE MARKS.
 FC1881'
 FC1881'THE AZIMUTH MARK IS ALONG THE EAST RIGHT-OF-WAY OF THE HIGHWAYS, 71
 FC1881'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER POST, 33 FEET EAST OF
 FC1881'THE APPROXIMATE CENTER OF U.S. HIGHWAY 127 AND STATE ROUTE 8, 13.5
 FC1881'FEET WEST-NORTHWEST OF A 20-INCH, FORKED TRUNKED, TRIANGLE BLAZED
 FC1881'OAK TREE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FC1881'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FC1881'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FC1881'BENNETT AZI 1934.
 FC1881'
 FC1881'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY ON
 FC1881'U.S. HIGHWAY 127 AND STATE ROUTE 8 FOR 0.15 MILE TO A LOW CUT AND
 FC1881'THE THE MARK ON THE LEFT.
 FC1881'
 FC1881'NOTE- THE SHANK OF THE BALL AT THE APEX OF THE ROOF WAS THE POINT
 FC1881'INTERSECTED FOR THE UNIDENTIFIED LOOKOUT TOWER. A TRAVERSE
 FC1881'CONNECTION TO THE BASE OF THIS TOWER COULD NOT BE MADE.
 FC1881
 FC1881                          STATION RECOVERY (1972)
 FC1881
 FC1881'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FC1881'RECOVERED BY ERVIN AND FINLEY.
 FC1881'
 FC1881'GOOD - AZIMUTH MARK GOOD - (24 IN OAK TREE GONE)
 FC1881'
 FC1881'BENNETT 1934 AZ.
 FC1881'
 FC1881'BOTH BENNETT TRIANGULATION STA AND AZ MARK LOCATED AND USED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1472 ***********************************************************************
 FD1472  DESIGNATION -  BENNETT
 FD1472  PID         -  FD1472
 FD1472  STATE/COUNTY-  TN/RUTHERFORD
 FD1472  USGS QUAD   -  SMYRNA (1998)
 FD1472
 FD1472                         *CURRENT SURVEY CONTROL
 FD1472  ___________________________________________________________________
 FD1472* NAD 83(1995)-  35 55 54.12090(N)    086 37 12.15093(W)     ADJUSTED  
 FD1472* NAVD 88     -       336.9    (meters)    1105.     (feet)  VERTCON   
 FD1472  ___________________________________________________________________
 FD1472  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FD1472  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD1472
 FD1472  HORZ ORDER  -  FIRST
 FD1472
 FD1472.The horizontal coordinates were established by classical geodetic methods
 FD1472.and adjusted by the National Geodetic Survey in April 1999..
 FD1472
 FD1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1472
 FD1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1472
 FD1472.The geoid height was determined by GEOID03.
 FD1472
 FD1472;                    North         East     Units Scale Factor Converg.
 FD1472;SPC TN       -   177,514.622   544,049.748   MT  0.99994985   -0 21 46.8
 FD1472;SPC TN       -   582,395.89  1,784,936.55   sFT  0.99994985   -0 21 46.8
 FD1472;UTM  16      - 3,976,439.746   534,274.301   MT  0.99961447   +0 13 22.7
 FD1472
 FD1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1472!SPC TN       -   0.99995164  x   0.99994985  =   0.99990150
 FD1472!UTM  16      -   0.99995164  x   0.99961447  =   0.99956613
 FD1472
 FD1472:                Primary Azimuth Mark                     Grid Az
 FD1472:SPC TN       -  BENNETT AZ MK                            009 23 23.6
 FD1472:UTM  16      -  BENNETT AZ MK                            008 48 14.1
 FD1472
 FD1472|---------------------------------------------------------------------|
 FD1472| PID    Reference Object                     Distance      Geod. Az  |
 FD1472|                                                           dddmmss.s |
 FD1472| CG5584 BENNETT AZ MK                                      0090136.8 |
 FD1472| GC2213 SEWART AIR FORCE BASE TANK          APPROX.13.2 KM 0501939.0 |
 FD1472| FD1474 SMYRNA SOUTHEAST MUNICIPAL TK       APPROX.10.5 KM 0641304.2 |
 FD1472| FD1422 SINGER COMPANY WATER TANK           APPROX.14.2 KM 0964408.6 |
 FD1472| FD1415 MURFREESBORO CARNATION CO STK       APPROX.21.7 KM 1145853.8 |
 FD1472| CG5585 BENNETT RM 1                         37.321 METERS 24912     |
 FD1472| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX.17.1 KM 2953737.9 |
 FD1472| CG5586 BENNETT RM 2                         38.496 METERS 35522     |
 FD1472|---------------------------------------------------------------------|
 FD1472
 FD1472                          SUPERSEDED SURVEY CONTROL
 FD1472
 FD1472  NAD 83(1995)-  35 55 54.12670(N)    086 37 12.15440(W) AD(       ) 1
 FD1472  NAD 83(1986)-  35 55 54.13151(N)    086 37 12.15272(W) AD(       ) 1
 FD1472  NAD 27      -  35 55 53.90000(N)    086 37 12.16600(W) AD(       ) 1
 FD1472  NGVD 29 (07/19/86)  336.9    (m)         1105.     (f) VERT ANG       
 FD1472
 FD1472.Superseded values are not recommended for survey control.
 FD1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1472.See file dsdata.txt to determine how the superseded data were derived.
 FD1472
 FD1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3427476440(NAD 83)
 FD1472_MARKER: Z = SEE DESCRIPTION
 FD1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1472
 FD1472  HISTORY     - Date     Condition        Report By
 FD1472  HISTORY     - 1880     MONUMENTED       CGS
 FD1472  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FD1472  HISTORY     - 1960     GOOD             CGS
 FD1472
 FD1472                          STATION DESCRIPTION
 FD1472
 FD1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1472'ABOUT 6.5 MILES SOUTHWEST OF SMYRNA, 0.5 MILE SOUTHWEST OF ROCKY FORK
 FD1472'PIKE, ON
 FD1472'WILLIAMSON-RUTHERFORD COUNTY LINE, ABOUT AT CENTER OF HIGHEST PART
 FD1472'OF ROUNDED SUMMIT OF
 FD1472'HIGH WOODED PEAK, AND ON PROPERTY OF NOBLE
 FD1472'NARON.  TO REACH FROM MURFREESBORO POST
 FD1472'OFFICE, FOLLOW U S ROUTE 41
 FD1472'WEST 10.65 MILES, TURN LEFT ONTO GRAVEL ROAD AND GO 2.70
 FD1472'MILES, TURN RIGHT
 FD1472'ONTO ROCKY FORK PIKE AND GO 5.5 MILES ON THIS MAIN ROAD, TURN
 FD1472'LEFT ONTO ROUGH WAGON
 FD1472'ROAD AND CONTINUE 0.3 MILE TO HOME OF ANDREW
 FD1472'NARON (END OF TRUCK TRAVEL).  CONTINUE
 FD1472'EAST UP RIDGE ALONG EDGE OF
 FD1472'PLOWED FIELD ABOUT 0.5 MILE TO SUMMIT AND STATION, ON
 FD1472'EAST EDGE OF
 FD1472'CLEARED SPACE, 23 FEET WEST OF 6-INCH TWIN OAK TREE WITH TRIANGULAR
 FD1472'BLAZE, AND 35 FEET
 FD1472'EAST OF 12-INCH STUMP.  SURFACE MARK IS
 FD1472'INTERSECTION OF NORTH-SOUTH AND
 FD1472'EAST-WEST GROOVES CUT IN TOP OF STONE
 FD1472'POST, 8 INCHES SQUARE BY 2.5 FEET LONG, PROJECTING
 FD1472'3 INCHES ABOVE
 FD1472'GROUND.  UNDERGROUND MARK IS DRILL HOLE FILLED WITH LEAD, ON WHICH IS
 FD1472'MARKED A CROSS IN
 FD1472'SOLID ROCK, ABOUT 2.5 FEET BELOW SURFACE OF GROUND.
 FD1472'IN 1933 SURFACE MARK WAS FOUND BADLY
 FD1472'CHIPPED ON TOP AND PUSHED OUT OF
 FD1472'ALIGNMENT.  UNDERGROUND MARK WAS IN GOOD CONDITION.  IN
 FD1472'1934 ORIGINAL
 FD1472'SURFACE MARK WAS RESET AND STANDARD STATION DISK WAS SET IN DRILL
 FD1472'HOLE IN ITS TOP.
 FD1472'TWO REFERENCE MARKS AND AZIMUTH MARK WERE ALSO SET
 FD1472'IN 1934.  REFERENCE MARKS ARE
 FD1472'STANDARD REFERENCE DISKS IN CONCRETE,
 FD1472'NO 1 IS DOWN SOUTHWEST SLOPE, ALONG
 FD1472'CLEARED LINE, AND
 FD1472'121.82 FEET FROM STATION.  NO 2 IS DOWN
 FD1472'NORTHWEST
 FD1472'SLOPE, 126.25 FEET FROM STATION.
 FD1472'AZIMUTH MARK IS STANDARD
 FD1472'REFERENCE DISK IN LARGE FLAT ROCK.
 FD1472'ON ROCKY FORK PIKE, ON NORTHWEST SIDE OF
 FD1472'ROAD, OPPOSITE WAGON ROAD,
 FD1472'AND 0.8 MILE FROM STATION.
 FD1472
 FD1472                          STATION RECOVERY (1960)
 FD1472
 FD1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1472'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 FD1472'CHANGES A NEW TO REACH
 FD1472'FOLLOWS.
 FD1472'
 FD1472'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF SMYRNA, AND 0.5
 FD1472'MILE SOUTHWEST OF
 FD1472'ROCKY FORK PIKE.  THE PROPERTY IS OWNED BY MR NOBLE
 FD1472'NARON.
 FD1472'
 FD1472'TO REACH THE STATION FROM THE POST OFFICE IN SMYRNA, GO NORTHWEST AND
 FD1472'WEST ON ROCK SPRINGS ROAD
 FD1472'FOR 1.7 MILES TO A CROSSROAD AT LOAFERS CORNER,
 FD1472'CONTINUE WEST ON ROCK SPRINGS ROAD
 FD1472'FOR 4.4 MILE TO A SIDE ROAD LEFT,
 FD1472'TURN LEFT, SOUTH, ON GRAVELED ROAD FOR 1.4 MILE TO A
 FD1472'T-INTERSECTION
 FD1472'WITH OILED ROAD, TURN RIGHT, WEST, FOR 0.65 MILE TO MR ANDREW NARONS
 FD1472'HOME ON THE LEFT,
 FD1472'CONTINUE WEST FOR 0.05 MILE TO A GRAVELED ROAD ON
 FD1472'THE LEFT AND THE AZIMUTH MARK ON THE
 FD1472'RIGHT.  TURN LEFT, SOUTH, FOR
 FD1472'0.5 MILE TO A WIRE GATE ON THE LEFT AND END OF TRUCK
 FD1472'TRAVEL.  PACK
 FD1472'EASTERLY FOR ABOUT 0.5 MILE TO THE SUMMIT OF HILL AND STATION.
 FD1472'
 FD1472'STATION MARK IS 23 FEET WEST OF TWIN OAK TREE WITH TRIANGULAR BLAZE
 FD1472'AND 1 FOOT SOUTHEAST OF A
 FD1472'CAIRN.  THE UNDERGROUND STATION MARK IS A DRILL HOLE
 FD1472'IN SOLID ROCK, FILLED WITH LEAD
 FD1472'ON WHICH IS MARKED A CROSS, ABOUT 2.5
 FD1472'FEET BELOW SURFACE.  THE SURFACE STATION MARK IS A
 FD1472'STANDARD DISK
 FD1472'CEMENTED IN A DRILL HOLE IN A 8 INCH SQUARE SOLID ROCK, WHICH
 FD1472'PROJECTS 6 INCHES,
 FD1472'AND IS STAMPED BENNETT 1934.
 FD1472'
 FD1472'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A CONCRETE POST, WHICH
 FD1472'PROJECTS 14 INCHES, AND IS
 FD1472'STAMPED BENNETT NO 1 1934.
 FD1472'
 FD1472'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A CONCRETE POST, WHICH
 FD1472'PROJECTS 14 INCHES, AND IS
 FD1472'STAMPED BENNETT NO 2 1934.
 FD1472'
 FD1472'AZIMUTH MARK IS 17 FEET NORTH OF THE CENTER OF AN OILED ROAD, 7 FEET
 FD1472'WEST OF A GATE POST, 2 FEET
 FD1472'SOUTH OF A WIRE FENCE, AND 2 FEET NORTHWEST OF A
 FD1472'CAIRN.  THE MARK IS A STANDARD
 FD1472'REFERENCE MARK DISK CEMENTED IN A
 FD1472'DRILL HOLE IN A LARGE FLAT ROCK, AND IS STAMPED
 FD1472'BENNETT AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3504 ***********************************************************************
 GA3504  DESIGNATION -  BENT
 GA3504  PID         -  GA3504
 GA3504  STATE/COUNTY-  TN/GREENE
 GA3504  USGS QUAD   -  MOHAWK (1980)
 GA3504
 GA3504                         *CURRENT SURVEY CONTROL
 GA3504  ___________________________________________________________________
 GA3504* NAD 83(1995)-  36 12 58.49323(N)    083 06 57.24665(W)     ADJUSTED  
 GA3504* NAVD 88     -       472.5    (meters)    1550.     (feet)  VERTCON   
 GA3504  ___________________________________________________________________
 GA3504  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GA3504  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA3504
 GA3504  HORZ ORDER  -  SECOND
 GA3504
 GA3504.The horizontal coordinates were established by classical geodetic methods
 GA3504.and adjusted by the National Geodetic Survey in April 1999..
 GA3504
 GA3504.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3504
 GA3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3504
 GA3504.The geoid height was determined by GEOID03.
 GA3504
 GA3504;                    North         East     Units Scale Factor Converg.
 GA3504;SPC TN       -   212,730.335   859,283.971   MT  0.99997059   +1 41 18.5
 GA3504;SPC TN       -   697,932.77  2,819,167.49   sFT  0.99997059   +1 41 18.5
 GA3504;UTM  17      - 4,010,009.434   309,807.627   MT  1.00004572   -1 15 01.9
 GA3504
 GA3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3504!SPC TN       -   0.99993075  x   0.99997059  =   0.99990134
 GA3504!UTM  17      -   0.99993075  x   1.00004572  =   0.99997646
 GA3504
 GA3504:                Primary Azimuth Mark                     Grid Az
 GA3504:SPC TN       -  BENT AZ MK                               035 31 32.5
 GA3504:UTM  17      -  BENT AZ MK                               038 27 52.9
 GA3504
 GA3504|---------------------------------------------------------------------|
 GA3504| PID    Reference Object                     Distance      Geod. Az  |
 GA3504|                                                           dddmmss.s |
 GA3504| DB8724 BENT AZ MK                                         0371251.0 |
 GA3504| DB8726 BENT RM 1                            17.806 METERS 04920     |
 GA3504| GA3666 HIGH SPUR RESET                     APPROX.16.5 KM 0520009.7 |
 GA3504| DB8725 BENT AZ MK RESET                                   2520319.1 |
 GA3504| GA3506 AIRWAY BEACON 20                    APPROX. 6.0 KM 3010200.7 |
 GA3504| DB8727 BENT RM 2                            12.375 METERS 33555     |
 GA3504|---------------------------------------------------------------------|
 GA3504
 GA3504                          SUPERSEDED SURVEY CONTROL
 GA3504
 GA3504  NAD 83(1995)-  36 12 58.49755(N)    083 06 57.25064(W) AD(       ) 2
 GA3504  NAD 83(1995)-  36 12 58.50435(N)    083 06 57.25288(W) AD(       ) 2
 GA3504  NAD 83(1995)-  36 12 58.49928(N)    083 06 57.24973(W) AD(       ) 2
 GA3504  NAD 83(1986)-  36 12 58.50262(N)    083 06 57.24987(W) AD(       ) 2
 GA3504  NAD 27      -  36 12 58.15500(N)    083 06 57.66100(W) AD(       ) 2
 GA3504  NGVD 29 (07/19/86)  472.7    (m)         1551.     (f) VERT ANG       
 GA3504
 GA3504.Superseded values are not recommended for survey control.
 GA3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3504.See file dsdata.txt to determine how the superseded data were derived.
 GA3504
 GA3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0980810009(NAD 83)
 GA3504_MARKER: DS = TRIANGULATION STATION DISK
 GA3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3504
 GA3504  HISTORY     - Date     Condition        Report By
 GA3504  HISTORY     - 1934     MONUMENTED       CGS
 GA3504  HISTORY     - 1961     GOOD             CGS
 GA3504  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA3504  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA3504
 GA3504                          STATION DESCRIPTION
 GA3504
 GA3504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3504'ABOUT 9.75 MILES EAST OF MORRISTOWN, ON SUMMIT OF LONG NARROW RIDGE
 GA3504'WHICH IS HIGHEST
 GA3504'PART OF BAYS MOUNTAIN, ABOUT 1/2 MILE SOUTH OF NORTH
 GA3504'END OF RIDGE, AND IN ITS
 GA3504'LOGITUDINAL CENTER.  TO REACH FROM MAIN
 GA3504'CROSSROADS IN RUSSELLVILLE, GO EAST 5.4
 GA3504'MILES ON GRAVEL ROAD TO POINT
 GA3504'WHERE MAIN ROAD TURNS SOUTH, CONTINUE STRAIGHT AHEAD ABOUT
 GA3504'1 MILE ON ROUGH
 GA3504'DIRT ROAD, TURN NORTH ONTO ROUGH DIRT ROAD ALONG EAST SIDE OF
 GA3504'CROSS RIDGE AND CONTINUE
 GA3504'0.8 MILE, TURN WEST ACROSS OPEN FIELD,
 GA3504'THENCE WEST 0.2 MILE TO TOP OF RIDGE AND
 GA3504'NORTH 0.3 MILE ALONG RIDGE
 GA3504'TO SUMMIT AND STATION SITE 30 FEET EAST OF CENTER OF FARM
 GA3504'ROAD
 GA3504'CROSSING TOP OF KNOLL.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA3504'STATION DISKS IN
 GA3504'CONCRETE.  REFERENCE AND AZIMUTH
 GA3504'MARKS ARE STANDARD REFERENCE DISKS
 GA3504'IN CONCRETE.  NO. 1 IS
 GA3504'ALONG CENTER OF RIDGE AND 58.50 FEET FROM STATION N 49 DEG 20 MIN E.
 GA3504'NO. 2 IS WEST OF ROAD, DOWN WEST SLOPE OF
 GA3504'RIDGE, AND 40.60
 GA3504'FEET FROM STATION N 24 DEG 54 MIN W.
 GA3504'AZIMUTH MARK IS NORTHWEST OF
 GA3504'NORTHWEST CORNER OF WHEAT FIELD, 50 FEET
 GA3504'SOUTH OF NORTHEAST CORNER OF WOODS PATCH, 3
 GA3504'FEET EAST OF DIM RIDGE
 GA3504'PATH, AT BEGINNING OF SLOPE OF NEXT KNOLL TO NORTH, IN
 GA3504'DIRECTION
 GA3504'ALONG CENTER OF RIDGE, AND ABOUT 535 YARDS FROM STATION
 GA3504'N 37 DEG 13 MIN E.
 GA3504
 GA3504                          STATION RECOVERY (1961)
 GA3504
 GA3504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3504'THE STATION, REFERENCE NO. 1, REFERENCE NO. 2 AND BENT AZIMUTH MARKS
 GA3504'WERE RECOVERED AND
 GA3504'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK MENTIONED IN
 GA3504'THE ORIGINAL DESCRIPTION WAS
 GA3504'RECOVERED AND FOUND IN FAIR CONDITION.
 GA3504'THE SOUTH SIDE OF THE MONUMENT HAS BEEN BROKEN
 GA3504'OFF.  A HORIZONTAL
 GA3504'DIRECTION COULD NOT BE MEASURED BECAUSE OF TREES.  FOLLOWING IS A
 GA3504'NEW AND COMPLETE
 GA3504'DESCRIPTION.
 GA3504'
 GA3504'THE STATION IS LOCATED ABOUT 9 MILES EAST OF MORRISTOWN, 5 MILES WEST
 GA3504'OF MOHAWK AND 1/2 MILE SOUTH
 GA3504'OF THE NORTH END OF A WOODED RIDGE.
 GA3504'
 GA3504'TO REACH THE STATION FROM THE POST OFFICE IN MOHAWK, GO SOUTHEAST ON
 GA3504'A HARD SURFACE ROAD FOR
 GA3504'0.55 MILE TO A SIDE ROAD ON THE RIGHT, CONTINUE
 GA3504'STRAIGHT AHEAD FOR 1.9 MILES TO A
 GA3504'CROSSROAD, TURN RIGHT AND GO 0.4
 GA3504'MILE TO A SIDE ROAD RIGHT JUST BEFORE REACHING THE
 GA3504'DAY GROCERY STORE,
 GA3504'TURN RIGHT AND GO 0.25 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 GA3504'GO 0.9 MILE TO A
 GA3504'T-ROAD, TURN RIGHT AND GO 0.25 MILE TO A FORK, KEEP
 GA3504'LEFT AND GO 1.05 MILES TO A FORK,
 GA3504'KEEP LEFT AND GO 0.7 MILE TO A
 GA3504'REVERSE Y, CONTINUE TO THE RIGHT AND GO 0.05 MILE TO
 GA3504'CRITTENDEN
 GA3504'GROCERY STORE ON THE RIGHT*.  TURN RIGHT AND GO NORTHERLY FOR 0.65
 GA3504'MILE TO A DIM
 GA3504'FIELD ROAD ON THE LEFT, TURN LEFT PICKING BEST ROUTE
 GA3504'SOUTHWESTERLY CROSSING UNDER
 GA3504'POWER LINES TO A TRACK ROAD, A DISTANCE
 GA3504'OF ABOUT 0.1 MILE, TURN RIGHT ON THE TRACK ROAD
 GA3504'AND GO WESTERLY UP
 GA3504'HILL FOR 0.1 MILE TO A GATE, PASS THROUGH GATE , THEN TURN RIGHT
 GA3504'AND GO NORTHERLY
 GA3504'FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND GO 0.05
 GA3504'MILE TO THE STATION.
 GA3504'
 GA3504'THE STATION MARK IS A STANDARD DISK, STAMPED BENT 1934, SET IN A
 GA3504'SQUARE CONCRETE
 GA3504'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 29 FEET NORTHEAST OF
 GA3504'THE CENTER OF A TRACK ROAD,
 GA3504'SET IN A WIRE FENCE AND SET IN ABOUT THE
 GA3504'CENTER OF THE RIDGE.
 GA3504'
 GA3504'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BENT NO 1 1934, SET
 GA3504'IN A SQUARE CONCRETE
 GA3504'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 10 FEET
 GA3504'SOUTHEAST OF A WIRE FENCE, 7 FEET
 GA3504'NORTH OF A FORKED TREE AND ABOUT 2
 GA3504'FEET LOWER THAN THE STATION ELEVATION.
 GA3504'
 GA3504'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BENT NO 2 1934, SET
 GA3504'IN A SQUARE CONCRETE
 GA3504'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 38 FEET
 GA3504'NORTHWEST OF A WIRE FENCE AND
 GA3504'ABOUT 2 FEET LOWER THAN THE STATION
 GA3504'ELEVATION.
 GA3504'
 GA3504'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED BENT AZI 1934,
 GA3504'SET IN A CONCRETE MONUMENT
 GA3504'WHICH PROJECTS 4 INCHES.  IT IS 9 FEET NORTHWEST OF
 GA3504'A DIM PATH, 8 FEET SOUTHEAST OF A
 GA3504'WIRE FENCE AND AT THE BEGINNING OF
 GA3504'SLOPE OF NEXT KNOLL TO THE NORTH.
 GA3504'
 GA3504'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED BENT AZIMUTH
 GA3504'1934, SET IN A SQUARE
 GA3504'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 17 FEET
 GA3504'SOUTHWEST OF THE CENTER OF A
 GA3504'GRAVELED ROAD, 1.8 FEET NORTH OF A
 GA3504'WITNESS POST AND SIGN, 1.6 FEET NORTHEAST OF A
 GA3504'WIRE FENCE AND SET ON
 GA3504'THE SOUTH BANK OF ROAD RIGHT-OF-WAY.
 GA3504'
 GA3504'*TO REACH THE AZIMUTH MARK FROM THE CRITTENDEN GROCERY STORE,
 GA3504'CONTINUE WESTERLY
 GA3504'FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT, JUST BEFORE
 GA3504'CROSSING A BRIDGE, CONTINUE
 GA3504'CROSSING THE BRIDGE AND GO 0.1 MILE TO A
 GA3504'RAILROAD, CROSS TRACKS AND GO 0.1 MILE TO THE
 GA3504'AZIMUTH MARK ON THE
 GA3504'LEFT, JUST PAST A RED BRICK HOUSE.
 GA3504'
 GA3504'HEIGHT OF LIGHT ABOVE STATION MARK 5.8 METERS
 GA3504
 GA3504                          STATION RECOVERY (1978)
 GA3504
 GA3504'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978 (JSL)
 GA3504'BELIEVE DESTROYED BY ROAD IMPROVEMENTS.  BANK HAS BEEN CUT HERE.
 GA3504'
 GA3504'DISTANCE AND DIRECTION FROM NEAREST TOWN 8.5 MILES E OF
 GA3504'MORRISTOWN.
 GA3504
 GA3504                          STATION RECOVERY (1980)
 GA3504
 GA3504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3504'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND IS ASSUMED
 GA3504'DESTROYED BY ROAD WORK.  THE STATION SITE WAS NOT VISITED AT THIS
 GA3504'TIME DUE TO HEAVY GROWTH AND NO WAY TO DRIVE IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1223 ***********************************************************************
 FE1223  DESIGNATION -  BERCLAIR
 FE1223  PID         -  FE1223
 FE1223  STATE/COUNTY-  TN/SHELBY
 FE1223  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1223
 FE1223                         *CURRENT SURVEY CONTROL
 FE1223  ___________________________________________________________________
 FE1223* NAD 83(1995)-  35 09 04.59869(N)    089 54 27.20122(W)     ADJUSTED  
 FE1223* NAVD 88     -        84.214  (meters)     276.29   (feet)  ADJUSTED  
 FE1223  ___________________________________________________________________
 FE1223  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE1223  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1223  DYNAMIC HT  -          84.138 (meters)     276.04  (feet)  COMP
 FE1223  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FE1223
 FE1223  HORZ ORDER  -  SECOND
 FE1223  VERT ORDER  -  SECOND    CLASS 0
 FE1223
 FE1223.The horizontal coordinates were established by classical geodetic methods
 FE1223.and adjusted by the National Geodetic Survey in April 1999..
 FE1223
 FE1223.The orthometric height was determined by differential leveling
 FE1223.and adjusted by the National Geodetic Survey in June 1991..
 FE1223
 FE1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1223
 FE1223.The geoid height was determined by GEOID03.
 FE1223
 FE1223.The dynamic height is computed by dividing the NAVD 88
 FE1223.geopotential number by the normal gravity value computed on the
 FE1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1223.degrees latitude (g = 980.6199 gals.).
 FE1223
 FE1223.The modeled gravity was interpolated from observed gravity values.
 FE1223
 FE1223;                    North         East     Units Scale Factor Converg.
 FE1223;SPC TN       -    97,859.020   244,031.995   MT  1.00001889   -2 17 15.5
 FE1223;SPC TN       -   321,059.13    800,628.30   sFT  1.00001889   -2 17 15.5
 FE1223;UTM  16      - 3,893,690.605   235,131.312   MT  1.00046470   -1 40 29.9
 FE1223
 FE1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1223!SPC TN       -   0.99999108  x   1.00001889  =   1.00000997
 FE1223!UTM  16      -   0.99999108  x   1.00046470  =   1.00045577
 FE1223
 FE1223|---------------------------------------------------------------------|
 FE1223| PID    Reference Object                     Distance      Geod. Az  |
 FE1223|                                                           dddmmss.s |
 FE1223| FE1222 BERCLAIR RM 1                        21.428 METERS 21754     |
 FE1223| FE1221 BERCLAIR RM 2                        27.405 METERS 28545     |
 FE1223| CG3227 BERCLAIR AZ MK 2                                   3565618.7 |
 FE1223| CG3226 BERCLAIR AZ MK                                     3570959.1 |
 FE1223|---------------------------------------------------------------------|
 FE1223
 FE1223                          SUPERSEDED SURVEY CONTROL
 FE1223
 FE1223  NAD 83(1995)-  35 09 04.60148(N)    089 54 27.20014(W) AD(       ) 2
 FE1223  NAD 83(1995)-  35 09 04.60403(N)    089 54 27.20077(W) AD(       ) 2
 FE1223  NAD 83(1986)-  35 09 04.60919(N)    089 54 27.20180(W) AD(       ) 2
 FE1223  NAD 27      -  35 09 04.28790(N)    089 54 26.88690(W) AD(       ) 2
 FE1223  NGVD 29 (??/??/??)   84.193  (m)          276.22   (f) ADJUSTED    2 0
 FE1223
 FE1223.Superseded values are not recommended for survey control.
 FE1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1223.See file dsdata.txt to determine how the superseded data were derived.
 FE1223
 FE1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3513193691(NAD 83)
 FE1223_MARKER: DE = TRAVERSE STATION DISK
 FE1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1223_SP_SET: SQUARE CONCRETE MONUMENT
 FE1223_STAMPING: BERCLAIR 1959
 FE1223_MARK LOGO: CGS   
 FE1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1223+STABILITY: SURFACE MOTION
 FE1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1223+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1223
 FE1223  HISTORY     - Date     Condition        Report By
 FE1223  HISTORY     - 1959     MONUMENTED       CGS
 FE1223  HISTORY     - 1968     GOOD             CGS
 FE1223  HISTORY     - 1968     GOOD             CGS
 FE1223  HISTORY     - 1987     GOOD             LOCSUR
 FE1223  HISTORY     - 19870626 GOOD             LOCENG
 FE1223  HISTORY     - 1989     GOOD             USPSQD
 FE1223  HISTORY     - 19950225 GOOD             TN1620
 FE1223  HISTORY     - 20021015 GOOD             USACE
 FE1223
 FE1223                          STATION DESCRIPTION
 FE1223
 FE1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1223'THE STATION IS LOCATED IN THE NORTHEAST PART OF MEMPHIS IN THE
 FE1223'SOUTHWEST CORNER OF THE BERCLAIR SCHOOLYARD NEAR THE
 FE1223'INTERSECTION OF NORTH PERKINS ROAD AND TUTWILER ROAD.  IT IS 98 FEET
 FE1223'NORTHEAST OF THE INTERSECTION OF NORTH PERKINS ROAD AND TUTWILER
 FE1223'ROAD, 73 FEET NORTH-NORTHEAST OF A LARGE OAK TREE, 63 FEET EAST OF
 FE1223'THE CENTER OF NORTH PERKINS ROAD AND 48 FEET EAST-SOUTHEAST OF A
 FE1223'FIRE HYDRANT.  IT IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12
 FE1223'INCH SQUARE CONCRETE MONUMENT.  THE MARK IS SET FLUSH AND IS
 FE1223'STAMPED BERCLAIR 1959.
 FE1223'
 FE1223'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE (U.S.
 FE1223'HIGHWAY 70) AND NORTH PERKINS ROAD IN THE NORTHEAST PART OF
 FE1223'MEMPHIS GO NORTH ON NORTH PERKINS ROAD FOR 0.1 MILE TO THE STATION ON
 FE1223'THE RIGHT AS DESCRIBED.
 FE1223'
 FE1223'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT AHEAD,
 FE1223'NORTH, ON NORTH PERKINS ROAD FOR 0.25 MILE TO THE INTERSECTION OF
 FE1223'NORTH PERKINS ROAD AND OWENS ROAD AND THE AZIMUTH MARK ON THE LEFT AS
 FE1223'DESCRIBED.
 FE1223'
 FE1223'REFERENCE MARK NO. 1 IS 23 FEET NORTHWEST OF A LARGE OAK TREE, 22
 FE1223'FEET EAST OF THE CENTER OF NORTH PERKINS ROAD AND IS 2 FEET LOWER IN
 FE1223'ELEVATION THAN THE STATION MARK.  IT IS A STANDARD REFERENCE MARK
 FE1223'DISK CEMENTED IN A DRILL HOLE IN A SIDEWALK AND IS STAMPED
 FE1223'BERCLAIR NO 1 1959.
 FE1223'
 FE1223'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF NORTH PERKINS
 FE1223'ROAD, 12 FEET NORTH-NORTHWEST OF A POWER LINE POLE AND 6 FEET EAST
 FE1223'OF A GREEN HEDGE.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 FE1223'DRILL HOLE IN A SIDEWALK AND IS 3 FEET LOWER IN ELEVATION THAN THE
 FE1223'STATION MARK.  IT IS STAMPED BERCLAIR NO 2 1959.
 FE1223'
 FE1223'THE AZIMUTH MARK IS SET IN THE SOUTHWEST CORNER OF THE INTERSECTION
 FE1223'OF NORTH PERKINS ROAD AND OWENS ROAD.  IT IS 26 FEET SOUTH OF THE
 FE1223'CENTER OF OWENS ROAD AND 21 FEET WEST OF THE CENTER OF NORTH PERKINS
 FE1223'ROAD.  IT IS A STANDARD AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE
 FE1223'IN A SIDEWALK AND IS STAMPED BERCLAIR 1959.
 FE1223'
 FE1223'HEIGHT OF LIGHT ABOVE STATION MARK 26.04 METERS.
 FE1223
 FE1223                          STATION RECOVERY (1968)
 FE1223
 FE1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE1223'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FE1223'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISK AT THE AZIMUTH
 FE1223'MARK HAD BEEN POPPED OFF THE SHANK WHICH WAS STILL FIRMLY EMBEDDED
 FE1223'IN THE CONCRETE SIDEWALK AND THE CENTER OF THE SHANK STILL MARKED
 FE1223'THE POINT AND WAS NOT REMOVED.  A NEW AZIMUTH MARK WAS
 FE1223'ESTABLISHED IN THE REINFORCED CONCRETE CURB OF OWENS ROAD JUST
 FE1223'NORTHWEST OF THE OLD MARK.  THE STATION WAS THEN OCCUPIED AND
 FE1223'THE CENTER OF THE SHANK OF THE OLD AZIMUTH MARK WAS USED AS AN
 FE1223'INITIAL TO CHECK THE ANGLES OF THE REFERENCE MARKS AND TO
 FE1223'ESTABLISH THE NEW AZIMUTH MARK BERCLAIR 1959 1968.
 FE1223'
 FE1223'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1223'
 FE1223'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE BERCLAIR
 FE1223'ELEMENTARY SCHOOLYARD NEAR THE T INTERSECTION OF NORTH PERKINS ROAD
 FE1223'AND TUTWILER AVENUE IN THE NORTHEAST SECTION OF MEMPHIS.
 FE1223'
 FE1223'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE (U. S.
 FE1223'HIGHWAY 70) AND NORTH PERKINS ROAD IN THE NORTHEAST SECTION OF
 FE1223'MEMPHIS, GO NORTH ON NORTH PERKINS ROAD FOR 0.1 MILE TO THE T
 FE1223'INTERSECTION OF TUTWILER AVENUE ON THE LEFT AND THE STATION ON
 FE1223'THE RIGHT AS DESCRIBED.
 FE1223'
 FE1223'THE STATION IS 125 FEET SOUTH-SOUTHEAST OF A 28-INCH PIN OAK TREE,
 FE1223'83 FEET NORTHEAST OF THE T INTERSECTION OF NORTH PERKINS ROAD AND
 FE1223'TUTWILER AVENUE, 72 FEET NORTH-NORTHEAST OF A 36-INCH BLACK OAK
 FE1223'TREE, 63 FEET EAST OF THE APPROXIMATE CENTER OF NORTH PERKINS ROAD,
 FE1223'45.5 FEET EAST OF A TELEPHONE POLE, AND IN A GRASSY AREA SOUTH OF
 FE1223'THE PLAY-GROUND BASEBALL DIAMOND BACKSTOP.  IT IS A STANDARD
 FE1223'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FE1223'MONUMENT AND THE DISK IS STAMPED BERCLAIR 1959.
 FE1223'
 FE1223'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE APPROXIMATE CENTER OF
 FE1223'THE T INTERSECTION OF NORTH PERKINS ROAD AND TUTWILER AVENUE, 21
 FE1223'FEET WEST-NORTHWEST OF A 36-INCH BLACK OAK TREE, 7.5 FEET SOUTH OF
 FE1223'A TELEPHONE POLE AND 1.0 FOOT EAST OF THE WEST EDGE OF A CONCRETE
 FE1223'CURB.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FE1223'WEST EDGE OF A CONCRETE SIDEWALK ALONG THE EAST EDGE OF NORTH
 FE1223'PERKINS ROAD AND THE DISK IS STAMPED BERCLAIR NO 1 1959.
 FE1223'
 FE1223'REFERENCE MARK NO. 2 IS 76 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1223'TUTWILER AVENUE, 24 FEET WEST OF THE APPROXIMATE CENTER OF NORTH
 FE1223'PERKINS ROAD AND 12 FEET NORTH OF POWERLINE TRANSFORMER POLE
 FE1223'NO. 4879.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE
 FE1223'WEST EDGE OF A CONCRETE SIDEWALK ALONG THE WEST EDGE OF NORTH
 FE1223'PERKINS ROAD AND THE DISK IS STAMPED BERCLAIR NO 2 1959.
 FE1223'
 FE1223'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE1223'REFERENCE MARK NO. 2 IS 90.89 FEET - 27.704 METERS.
 FE1223'
 FE1223'THE NEW AZIMUTH MARK IS 35 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 FE1223'CENTER OF THE INTERSECTION OF NORTH PERKINS ROAD AND OWEN ROAD, 30
 FE1223'FEET WEST OF THE APPROXIMATE CENTER OF NORTH PERKINS ROAD, 17 FEET
 FE1223'NORTH-NORTHWEST OF UTILITY AND LIGHT POLE NO. 40706, 16 FEET
 FE1223'SOUTH OF THE APPROXIMATE CENTER OF OWEN ROAD, 4.4 FEET NORTH OF
 FE1223'THE NORTH EDGE OF AN EAST-WEST SIDEWALK, AND 2 FEET EAST OF
 FE1223'POWERLINE POLE NO. 59636.  IT IS A STANDARD DISK CEMENTED IN A
 FE1223'DRILL HOLE IN THE CONCRETE CURB ALONG THE SOUTH SIDE OF OWEN ROAD
 FE1223'AND THE DISK IS STAMPED BERCLAIR 1959 1968.
 FE1223'
 FE1223'THE OLD AZIMUTH MARK (SHANK) IS 32 FEET SOUTHWEST OF THE APPROXIMATE
 FE1223'CENTER OF THE INTERSECTION OF NORTH PERKINS ROAD AND OWEN ROAD,
 FE1223'25 FEET WEST OF THE APPROXIMATE CENTER OF NORTH PERKINS ROAD, 20
 FE1223'FEET SOUTH OF THE APPROXIMATE CENTER OF OWEN ROAD, 10 FEET
 FE1223'NORTH-NORTHWEST OF UTILITY AND LIGHT POLE NO. 40706, AND 8.4 FEET
 FE1223'EAST-SOUTHEAST OF POWERLINE POLE NO. 59636.  IT IS THE SHANK OF
 FE1223'THE ORIGINAL AZIMUTH MARK DISK FIRMLY EMBEDDED IN A DRILL HOLE IN
 FE1223'THE CONCRETE SIDEWALK ALONG THE SOUTH SIDE OF OWEN ROAD WHERE IT
 FE1223'ABUTS A NORTH-SOUTH SIDEWALK.  CENTER OF SHANK WITH NO
 FE1223'STAMPING.
 FE1223'
 FE1223'DUE TO THE LOCATION OF ALL MARKS AT THIS STATION, NO WITNESS POST
 FE1223'WERE SET.
 FE1223'
 FE1223'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 FE1223'NORTH PERKINS ROAD FOR 0.25 OF A MILE TO THE INTERSECTION WITH OWEN
 FE1223'ROAD AND THE MARK IN THE SOUTHWEST ANGLE AS DESCRIBED.
 FE1223'
 FE1223'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHEAST
 FE1223'MEMPHIS.
 FE1223
 FE1223                          STATION RECOVERY (1968)
 FE1223
 FE1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FE1223'IN MEMPHIS.
 FE1223'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE BERCLAIR
 FE1223'ELEMENTARY SCHOOLYARD NEAR THE T INTERSECTION OF NORTH PERKINS
 FE1223'ROAD AND TUTWILER AVENUE IN THE NORTHEAST SECTION OF MEMPHIS.
 FE1223'IT IS 125 FEET SOUTH-SOUTHEAST OF A 28-INCH PIN OAK TREE, 89.91
 FE1223'FEET EAST-SOUTHEAST OF REFERENCE MARK NO. 2, 83 FEET NORTHEAST
 FE1223'OF THE APPROXIMATE CENTER OF THE T INTERSECTION OF NORTH PERKINS
 FE1223'ROAD AND TUTWILER AVENUE, 72 FEET NORTH-NORTHEAST OF A 36-INCH
 FE1223'BLACK OAK TREE, 70.30 FEET NORTHEAST OF REFERENCE MARK NO. 1,
 FE1223'63 FEET EAST OF THE APPROXIMATE CENTER OF NORTH PERKINS ROAD,
 FE1223'48 FEET EAST OF A FIRE HYDRANT, 45.5 FEET EAST OF A TELEPHONE
 FE1223'POLE, AND IN A GRASSY AREA SOUTH OF THE PLAYGROUND BASEBALL
 FE1223'DIAMOND BACKSTOP.  IT IS A STANDARD TRAVERSE DISK SET IN THE
 FE1223'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FE1223'IS STAMPED BERCLAIR 1959.
 FE1223
 FE1223                          STATION RECOVERY (1987)
 FE1223
 FE1223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 FE1223'RECOVERED IN GOOD CONDITION.
 FE1223
 FE1223                          STATION RECOVERY (1987)
 FE1223
 FE1223'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE1223'RECOVERED IN GOOD CONDITION.
 FE1223
 FE1223                          STATION RECOVERY (1989)
 FE1223
 FE1223'RECOVERY NOTE BY US POWER SQUADRON 1989 (LV)
 FE1223'RECOVERED IN GOOD CONDITION.
 FE1223
 FE1223                          STATION RECOVERY (1995)
 FE1223
 FE1223'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE1223'RECOVERED IN GOOD CONDITION.
 FE1223
 FE1223                          STATION RECOVERY (2002)
 FE1223
 FE1223'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1222 ***********************************************************************
 FE1222  DESIGNATION -  BERCLAIR RM 1
 FE1222  PID         -  FE1222
 FE1222  STATE/COUNTY-  TN/SHELBY
 FE1222  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1222
 FE1222                         *CURRENT SURVEY CONTROL
 FE1222  ___________________________________________________________________
 FE1222* NAD 83(1986)-  35 09 04.     (N)    089 54 27.     (W)     SCALED    
 FE1222* NAVD 88     -        83.390  (meters)     273.59   (feet)  ADJUSTED  
 FE1222  ___________________________________________________________________
 FE1222  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1222  DYNAMIC HT  -          83.314 (meters)     273.34  (feet)  COMP
 FE1222  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FE1222
 FE1222  VERT ORDER  -  SECOND    CLASS 0
 FE1222
 FE1222.The horizontal coordinates were scaled from a topographic map and have
 FE1222.an estimated accuracy of +/- 6 seconds.
 FE1222
 FE1222.The orthometric height was determined by differential leveling
 FE1222.and adjusted by the National Geodetic Survey in June 1991..
 FE1222
 FE1222.The geoid height was determined by GEOID03.
 FE1222
 FE1222.The dynamic height is computed by dividing the NAVD 88
 FE1222.geopotential number by the normal gravity value computed on the
 FE1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1222.degrees latitude (g = 980.6199 gals.).
 FE1222
 FE1222.The modeled gravity was interpolated from observed gravity values.
 FE1222
 FE1222;                    North         East    Units  Estimated Accuracy
 FE1222;SPC TN       -    97,840.      244,040.      MT  (+/- 180 meters Scaled)
 FE1222
 FE1222                          SUPERSEDED SURVEY CONTROL
 FE1222
 FE1222  NGVD 29 (??/??/??)   83.368  (m)          273.52   (f) ADJUSTED    2 0
 FE1222
 FE1222.Superseded values are not recommended for survey control.
 FE1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1222.See file dsdata.txt to determine how the superseded data were derived.
 FE1222
 FE1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD351936(NAD 83)
 FE1222_MARKER: DR = REFERENCE MARK DISK
 FE1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1222_SP_SET: CURB
 FE1222_STAMPING: BERCLAIR NO 1 1959
 FE1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1222+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1222
 FE1222  HISTORY     - Date     Condition        Report By
 FE1222  HISTORY     - 1959     MONUMENTED       CGS
 FE1222  HISTORY     - 1968     GOOD             CGS
 FE1222  HISTORY     - 19950225 GOOD             TN1620
 FE1222  HISTORY     - 20021015 GOOD             USACE
 FE1222
 FE1222                          STATION DESCRIPTION
 FE1222
 FE1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1222'IN MEMPHIS.
 FE1222'THIS MARK IS LOCATED AT THE BERCLAIR 1959 TRAVERSE STATION
 FE1222'SITE NEAR THE BERCLAIR ELEMENTARY SCHOOL IN THE NORTHEAST SECTION
 FE1222'OF MEMPHIS.  IT IS 90.89 FEET SOUTHEAST OF REFERENCE MARK NO. 2,
 FE1222'70.30 FEET SOUTHWEST OF THE STATION MARK, 22 FEET EAST OF THE
 FE1222'APPROXIMATE CENTER OF THE T INTERSECTION OF NORTH PERKINS ROAD
 FE1222'AND TUTWILER AVENUE, 21 FEET WEST-NORTHWEST OF A 36-INCH BLACK
 FE1222'OAK TREE, 7.5 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT EAST OF
 FE1222'THE WEST EDGE OF A CONCRETE CURB, AND ABOUT 2.7 FEET BELOW THE
 FE1222'ELEVATION OF THE STATION.  IT IS A STANDARD REFERENCE MARK DISK
 FE1222'CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF A CONCRETE SIDEWALK
 FE1222'ALONG THE EAST EDGE OF NORTH PERKINS ROAD AND THE DISK IS STAMPED
 FE1222'BERCLAIR NO 1 1959.
 FE1222
 FE1222                          STATION RECOVERY (1995)
 FE1222
 FE1222'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE1222'RECOVERED IN GOOD CONDITION.
 FE1222
 FE1222                          STATION RECOVERY (2002)
 FE1222
 FE1222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1221 ***********************************************************************
 FE1221  DESIGNATION -  BERCLAIR RM 2
 FE1221  PID         -  FE1221
 FE1221  STATE/COUNTY-  TN/SHELBY
 FE1221  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1221
 FE1221                         *CURRENT SURVEY CONTROL
 FE1221  ___________________________________________________________________
 FE1221* NAD 83(1986)-  35 09 04.     (N)    089 54 26.     (W)     SCALED    
 FE1221* NAVD 88     -        83.613  (meters)     274.32   (feet)  ADJUSTED  
 FE1221  ___________________________________________________________________
 FE1221  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1221  DYNAMIC HT  -          83.536 (meters)     274.07  (feet)  COMP
 FE1221  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 FE1221
 FE1221  VERT ORDER  -  SECOND    CLASS 0
 FE1221
 FE1221.The horizontal coordinates were scaled from a topographic map and have
 FE1221.an estimated accuracy of +/- 6 seconds.
 FE1221
 FE1221.The orthometric height was determined by differential leveling
 FE1221.and adjusted by the National Geodetic Survey in June 1991..
 FE1221
 FE1221.The geoid height was determined by GEOID03.
 FE1221
 FE1221.The dynamic height is computed by dividing the NAVD 88
 FE1221.geopotential number by the normal gravity value computed on the
 FE1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1221.degrees latitude (g = 980.6199 gals.).
 FE1221
 FE1221.The modeled gravity was interpolated from observed gravity values.
 FE1221
 FE1221;                    North         East    Units  Estimated Accuracy
 FE1221;SPC TN       -    97,840.      244,060.      MT  (+/- 180 meters Scaled)
 FE1221
 FE1221                          SUPERSEDED SURVEY CONTROL
 FE1221
 FE1221  NGVD 29 (??/??/??)   83.591  (m)          274.25   (f) ADJUSTED    2 0
 FE1221
 FE1221.Superseded values are not recommended for survey control.
 FE1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1221.See file dsdata.txt to determine how the superseded data were derived.
 FE1221
 FE1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD351936(NAD 83)
 FE1221_MARKER: DR = REFERENCE MARK DISK
 FE1221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1221_SP_SET: SIDEWALK
 FE1221_STAMPING: BERCLAIR NO 2 1959
 FE1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1221+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1221
 FE1221  HISTORY     - Date     Condition        Report By
 FE1221  HISTORY     - 1959     MONUMENTED       CGS
 FE1221  HISTORY     - 1968     GOOD             CGS
 FE1221  HISTORY     - 19950225 GOOD             TN1620
 FE1221  HISTORY     - 20021015 GOOD             USACE
 FE1221
 FE1221                          STATION DESCRIPTION
 FE1221
 FE1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1221'IN MEMPHIS.
 FE1221'THIS MARK IS LOCATED ACROSS NORTH PERKINS ROAD WEST OF THE
 FE1221'BERCLAIR 1959 TRAVERSE STATION SITE IN THE NORTHEAST SECTION OF
 FE1221'MEMPHIS.  IT IS 90.89 FEET NORTHWEST OF REFERENCE MARK NO. 1,
 FE1221'89.91 FEET WEST-NORTHWEST OF THE STATION MARK, 76 FEET NORTH
 FE1221'OF THE APPROXIMATE CENTER OF TUTWILER AVENUE, 24 FEET WEST
 FE1221'OF THE APPROXIMATE CENTER OF NORTH PERKINS ROAD, 12 FEET NORTH
 FE1221'OF POWERLINE TRANSFORMER POLE NO. 4879, AND ABOUT 1.0 FOOT ABOVE
 FE1221'THE ELEVATION OF THE STATION.  IT IS A STANDARD REFERENCE MARK
 FE1221'DISK CEMENTED IN A DRILL HOLE NEAR THE WEST EDGE OF A CONCRETE
 FE1221'SIDEWALK ALONG THE WEST EDGE OF NORTH PERKINS ROAD AND THE DISK
 FE1221'IS STAMPED BERCLAIR NO 2 1959.
 FE1221
 FE1221                          STATION RECOVERY (1995)
 FE1221
 FE1221'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE1221'RECOVERED IN GOOD CONDITION.
 FE1221
 FE1221                          STATION RECOVERY (2002)
 FE1221
 FE1221'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1868 ***********************************************************************
 GA1868  DESIGNATION -  BERK AZ MK
 GA1868  PID         -  GA1868
 GA1868  STATE/COUNTY-  TN/HAMBLEN
 GA1868  USGS QUAD   -  MORRISTOWN (1979)
 GA1868
 GA1868                         *CURRENT SURVEY CONTROL
 GA1868  ___________________________________________________________________
 GA1868* NAD 83(1986)-  36 13 40.     (N)    083 15 26.     (W)     SCALED    
 GA1868* NAVD 88     -       394.129  (meters)    1293.07   (feet)  ADJUSTED  
 GA1868  ___________________________________________________________________
 GA1868  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA1868  DYNAMIC HT  -         393.767 (meters)    1291.88  (feet)  COMP
 GA1868  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 GA1868
 GA1868  VERT ORDER  -  FIRST     CLASS I
 GA1868
 GA1868.The horizontal coordinates were scaled from a topographic map and have
 GA1868.an estimated accuracy of +/- 6 seconds.
 GA1868
 GA1868.The orthometric height was determined by differential leveling
 GA1868.and adjusted by the National Geodetic Survey in June 1991..
 GA1868
 GA1868.The geoid height was determined by GEOID03.
 GA1868
 GA1868.The dynamic height is computed by dividing the NAVD 88
 GA1868.geopotential number by the normal gravity value computed on the
 GA1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1868.degrees latitude (g = 980.6199 gals.).
 GA1868
 GA1868.The modeled gravity was interpolated from observed gravity values.
 GA1868
 GA1868;                    North         East    Units  Estimated Accuracy
 GA1868;SPC TN       -   213,640.      846,550.      MT  (+/- 180 meters Scaled)
 GA1868
 GA1868                          SUPERSEDED SURVEY CONTROL
 GA1868
 GA1868  NGVD 29 (??/??/92)  394.262  (m)         1293.51   (f) ADJ UNCH    1 1
 GA1868
 GA1868.Superseded values are not recommended for survey control.
 GA1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1868.See file dsdata.txt to determine how the superseded data were derived.
 GA1868
 GA1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA971115(NAD 83)
 GA1868_MARKER: DD = SURVEY DISK
 GA1868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1868_SP_SET: TRAFFIC ISLAND
 GA1868_STAMPING: BERK AZI 1966
 GA1868_MARK LOGO: TNHD  
 GA1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1868
 GA1868  HISTORY     - Date     Condition        Report By
 GA1868  HISTORY     - 1966     MONUMENTED       TNHD
 GA1868  HISTORY     - 1967     GOOD             NGS
 GA1868
 GA1868                          STATION DESCRIPTION
 GA1868
 GA1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1868'2.4 MI NE FROM MORRISTOWN.
 GA1868'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1868'STATION POST OFFICE AT MORRISTOWN, THENCE 2.25 MILES NORTHEAST
 GA1868'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 150 1/2 FEET
 GA1868'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, AT THE
 GA1868'SOUTHWEST END OF A NARROW TRAFFIC ISLAND WHICH SEPARATES EAST
 GA1868'MAIN STREET FROM U.S. HIGHWAY 11 E, SET IN THE TOP OF THE
 GA1868'EAST CORNER OF A CONCRETE CATCH BASIN, 47 FEET SOUTHEAST OF
 GA1868'THE CENTERLINE OF THE SOUTHEAST TRAFFIC LANE OF U.S. HIGHWAY
 GA1868'11 E, 30 FEET NORTHWEST OF THE CENTERLINE OF EAST MAIN STREET,
 GA1868'52 1/2 FEET NORTHWEST AND ACROSS EAST MAIN STREET FROM A POWER
 GA1868'POLE THAT BEARS A LIGHT, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 GA1868'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF EAST MAIN STREET, AND
 GA1868'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2217 ***********************************************************************
 GC2217  CBN         -  This is a Cooperative Base Network Control Station.
 GC2217  DESIGNATION -  BERRY FIELD
 GC2217  PID         -  GC2217
 GC2217  STATE/COUNTY-  TN/DAVIDSON
 GC2217  USGS QUAD   -  ANTIOCH (1983)
 GC2217
 GC2217                         *CURRENT SURVEY CONTROL
 GC2217  ___________________________________________________________________
 GC2217* NAD 83(1995)-  36 06 49.01528(N)    086 40 44.11626(W)     ADJUSTED  
 GC2217* NAVD 88     -       176.2    (meters)     578.     (feet)  GPS OBS   
 GC2217  ___________________________________________________________________
 GC2217  X           -     298,850.085 (meters)                     COMP
 GC2217  Y           -  -5,150,033.714 (meters)                     COMP
 GC2217  Z           -   3,738,470.068 (meters)                     COMP
 GC2217  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GC2217  ELLIP HEIGHT-         147.03  (meters)          (08/03/04) GPS OBS
 GC2217  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC2217
 GC2217  HORZ ORDER  -  A
 GC2217  ELLP ORDER  -  FOURTH    CLASS I
 GC2217
 GC2217.This mark is at Nashville Intl Airport (BNA)
 GC2217
 GC2217.The horizontal coordinates were established by GPS observations
 GC2217.and adjusted by the National Geodetic Survey in August 2004..
 GC2217
 GC2217.The orthometric height was determined by GPS observations and a
 GC2217.high-resolution geoid model.
 GC2217
 GC2217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2217
 GC2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2217
 GC2217.The ellipsoidal height was determined by GPS observations
 GC2217.and is referenced to NAD 83.
 GC2217
 GC2217.The geoid height was determined by GEOID03.
 GC2217
 GC2217;                    North         East     Units Scale Factor Converg.
 GC2217;SPC TN       -   197,733.666   538,876.806   MT  0.99996027   -0 23 50.9
 GC2217;SPC TN       -   648,731.20  1,767,964.99   sFT  0.99996027   -0 23 50.9
 GC2217;UTM  16      - 3,996,597.898   528,896.552   MT  0.99961029   +0 11 21.3
 GC2217
 GC2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2217!SPC TN       -   0.99997692  x   0.99996027  =   0.99993720
 GC2217!UTM  16      -   0.99997692  x   0.99961029  =   0.99958722
 GC2217
 GC2217:                Primary Azimuth Mark                     Grid Az
 GC2217:SPC TN       -  DONELSON FIRST BAP CH SPIRE              001 50 52.3
 GC2217:UTM  16      -  DONELSON FIRST BAP CH SPIRE              001 15 40.1
 GC2217
 GC2217|---------------------------------------------------------------------|
 GC2217| PID    Reference Object                     Distance      Geod. Az  |
 GC2217|                                                           dddmmss.s |
 GC2217| GC2232 DONELSON FIRST BAP CH SPIRE         APPROX. 6.3 KM 0012701.4 |
 GC2217| CG5596 BERRY FIELD RM 1                      6.695 METERS 04058     |
 GC2217| CG5595 BERRY FIELD AZ MK                                  1211435.1 |
 GC2217| CG5597 BERRY FIELD RM 2                     22.650 METERS 12235     |
 GC2217| CG5414 39                                                 1400739.8 |
 GC2217| GC2216 BERRY FIELD AIRPORT BEACON           10.623 METERS 29400     |
 GC2217|---------------------------------------------------------------------|
 GC2217
 GC2217                          SUPERSEDED SURVEY CONTROL
 GC2217
 GC2217  NAD 83(1995)-  36 06 49.01581(N)    086 40 44.11875(W) AD(       ) 3
 GC2217  NAD 83(1995)-  36 06 49.01816(N)    086 40 44.12108(W) AD(       ) 3
 GC2217  NAD 83(1995)-  36 06 49.02028(N)    086 40 44.12026(W) AD(       ) 3
 GC2217  NAD 83(1986)-  36 06 49.02599(N)    086 40 44.12158(W) AD(       ) 3
 GC2217  NAD 27      -  36 06 48.82000(N)    086 40 44.13000(W) AD(       ) 3
 GC2217  NGVD 29 (07/19/86)  176.4    (m)          579.     (f) VERT ANG       
 GC2217
 GC2217.Superseded values are not recommended for survey control.
 GC2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2217.See file dsdata.txt to determine how the superseded data were derived.
 GC2217
 GC2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2889796598(NAD 83)
 GC2217_MARKER: DS = TRIANGULATION STATION DISK
 GC2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2217_STAMPING: BERRY FIELD 1953
 GC2217_MARK LOGO: CGS   
 GC2217_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2217+STABILITY: SURFACE MOTION
 GC2217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2217+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2217
 GC2217  HISTORY     - Date     Condition        Report By
 GC2217  HISTORY     - 1953     MONUMENTED       CGS
 GC2217  HISTORY     - 1958     GOOD             CGS
 GC2217  HISTORY     - 1959     GOOD             CGS
 GC2217  HISTORY     - 1961     GOOD             CGS
 GC2217  HISTORY     - 1980     GOOD             NGS
 GC2217  HISTORY     - 1982     GOOD             NGS
 GC2217  HISTORY     - 20031010 GOOD             TNDT
 GC2217
 GC2217                          STATION DESCRIPTION
 GC2217
 GC2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2217'STATION IS LOCATED IN AN OVAL PATCH OF LAWN BETWEEN THE FRONT
 GC2217'ENTRANCE TO BERRY FIELD AND THE BERRY FIELD AIRPORT BEACON,
 GC2217'ABOUT 7 MILES SOUTHEAST OF DOWNTOWN NASHVILLE. IT IS 115 FEET WEST OF
 GC2217'A LARGE STONE WALL AT THE SOUTH DRIVEWAY OF THE ENTRANCE TO BERRY
 GC2217'FIELD, 22 FEET SOUTH OF A CONCRETE CURB AND 18 FEET NORTH OF A
 GC2217'CONCRETE CURB. THE MARK IS FLUSH AND THE DISK IS STAMPED BERRY
 GC2217'FIELD 1953.
 GC2217'
 GC2217'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE CURB. THE MARK IS FLUSH
 GC2217'AND THE DISK IS STAMPED BERRY FIELD NO. 1 1953.
 GC2217'
 GC2217'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE STONE WALL AND 1 FOOT
 GC2217'NORTH OF THE CURB. THE MARK IS FLUSH AND THE DISK IS STAMPED BERRY
 GC2217'FIELD NO. 2 1953.
 GC2217'
 GC2217'39 (USED) WAS USED AS AN AZIMUTH MARK. IT IS 38 FEET WEST OF THE
 GC2217'CENTER OF A PAVED ROAD, 5 FEET WEST OF A TELEPHONE POLE, 1 FOOT
 GC2217'SOUTH OF A FENCE CORNER AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST.
 GC2217'THE MARK IS A 4X4 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 GC2217'WITH A BRONZE U.S.E.D. DISK IN THE TOP STAMPED 39.
 GC2217'
 GC2217'TO REACH 39 (USED) FROM THE STATION, GO EAST AND SOUTH ON A PAVED
 GC2217'ROAD FOR 0.65 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2217'
 GC2217'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2217
 GC2217                          STATION RECOVERY (1958)
 GC2217
 GC2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 GC2217'THE STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL TO REACH IS
 GC2217'ADEQUATE.
 GC2217'
 GC2217'A CHECK COULD NOT BE MADE IN THE ANGLES BETWEEN REFERENCE MARKS 1 AND
 GC2217'2 AND CENTRAL, STATE HOSPITAL, WATER TANK.
 GC2217
 GC2217                          STATION RECOVERY (1959)
 GC2217
 GC2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2217'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 GC2217'TO BE IN GOOD CONDITION. THE 1953 DESCRIPTION IS ADEQUATE FOR
 GC2217'RECOVERY. A NEW ADMINISTRATION BUILDING IS BEING BUILT AT THE NORTH
 GC2217'END OF THE AIRFIELD AND OBSTRUCTS THE LINE OF SIGHT TO THE PREVIOUS
 GC2217'AZIMUTH MARK. A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 GC2217'
 GC2217'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 GC2217'CONCRETE POST SET FLUSH WITH THE GROUND AND IS STAMPED BERRY FIELD
 GC2217'1959. IT IS 69 FEET SOUTH OF A POWERLINE POLE AND 29 FEET EAST OF THE
 GC2217'ROAD LEADING TO THE AIRPORT.
 GC2217'
 GC2217'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.3 MILE TO
 GC2217'THE MARK ON THE LEFT.
 GC2217'
 GC2217'OBSERVATIONS WERE TAKEN FROM A 64 FOOT TOWER.
 GC2217
 GC2217                          STATION RECOVERY (1961)
 GC2217
 GC2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETO)
 GC2217'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 GC2217'STATION WAS NOT OCCUPIED SO NO CHECK WAS MADE ON THE ANGLES.  THE
 GC2217'PUBLISHED DESCRIPTION IS ADEQUATE AND COMPLETE.
 GC2217
 GC2217                          STATION RECOVERY (1980)
 GC2217
 GC2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 GC2217'STATION MARK AND REFERENCE MARK 1 RECOVERED AS DESCRIBED.  AZIMUTH
 GC2217'AND REFERENCE MARK 2 NOT SEARCHED FOR.
 GC2217'
 GC2217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHEAST
 GC2217'OF DOWNTOWN NASHVILLE.
 GC2217
 GC2217                          STATION RECOVERY (1982)
 GC2217
 GC2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 GC2217'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 GC2217'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 GC2217'
 GC2217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NASHVILLE
 GC2217'METROPOLITAN AIRPORT.
 GC2217
 GC2217                          STATION RECOVERY (2003)
 GC2217
 GC2217'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0630 ***********************************************************************
 GC0630  DESIGNATION -  BERRY RM 2
 GC0630  PID         -  GC0630
 GC0630  STATE/COUNTY-  TN/DAVIDSON
 GC0630  USGS QUAD   -  OAK HILL (1968)
 GC0630
 GC0630                         *CURRENT SURVEY CONTROL
 GC0630  ___________________________________________________________________
 GC0630* NAD 83(1986)-  36 07 27.     (N)    086 46 25.     (W)     SCALED    
 GC0630* NAVD 88     -       160.884  (meters)     527.83   (feet)  ADJUSTED  
 GC0630  ___________________________________________________________________
 GC0630  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0630  DYNAMIC HT  -         160.745 (meters)     527.38  (feet)  COMP
 GC0630  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GC0630
 GC0630  VERT ORDER  -  SECOND    CLASS 0
 GC0630
 GC0630.The horizontal coordinates were scaled from a topographic map and have
 GC0630.an estimated accuracy of +/- 6 seconds.
 GC0630
 GC0630.The orthometric height was determined by differential leveling
 GC0630.and adjusted by the National Geodetic Survey in June 1991..
 GC0630
 GC0630.The geoid height was determined by GEOID03.
 GC0630
 GC0630.The dynamic height is computed by dividing the NAVD 88
 GC0630.geopotential number by the normal gravity value computed on the
 GC0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0630.degrees latitude (g = 980.6199 gals.).
 GC0630
 GC0630.The modeled gravity was interpolated from observed gravity values.
 GC0630
 GC0630;                    North         East    Units  Estimated Accuracy
 GC0630;SPC TN       -   198,970.      530,360.      MT  (+/- 180 meters Scaled)
 GC0630
 GC0630                          SUPERSEDED SURVEY CONTROL
 GC0630
 GC0630  NGVD 29 (??/??/92)  160.905  (m)          527.90   (f) ADJ UNCH    2 0
 GC0630
 GC0630.Superseded values are not recommended for survey control.
 GC0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0630.See file dsdata.txt to determine how the superseded data were derived.
 GC0630
 GC0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203977(NAD 83)
 GC0630_MARKER: DR = REFERENCE MARK DISK
 GC0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0630_STAMPING: BERRY NO 2 1959
 GC0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0630+STABILITY: SURFACE MOTION
 GC0630
 GC0630  HISTORY     - Date     Condition        Report By
 GC0630  HISTORY     - 1959     MONUMENTED       CGS
 GC0630  HISTORY     - 1960     GOOD             NGS
 GC0630  HISTORY     - 1967     GOOD             NGS
 GC0630
 GC0630                          STATION DESCRIPTION
 GC0630
 GC0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0630'AT NASHVILLE.
 GC0630'THIS MARK IS LOCATED AT THE BERRY 1959 STATION SITE, 74.8 FT.
 GC0630'NORTHEAST OF THE STATION MARK, 24 FT. EAST OF THE CENTER OF WHITE
 GC0630'AVENUE AND 15 FT. NORTH OF A DRIVEWAY LEADING TO A HOME AT 2516
 GC0630'WHITE AVENUE, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0630'GROUND.
 GC0630
 GC0630                          STATION RECOVERY (1967)
 GC0630
 GC0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2404 ***********************************************************************
 FE2404  DESIGNATION -  BETHANY
 FE2404  PID         -  FE2404
 FE2404  STATE/COUNTY-  TN/GIBSON
 FE2404  USGS QUAD   -  BRAZIL (1964)
 FE2404
 FE2404                         *CURRENT SURVEY CONTROL
 FE2404  ___________________________________________________________________
 FE2404* NAD 83(1995)-  35 59 06.12527(N)    089 00 32.06535(W)     ADJUSTED  
 FE2404* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 FE2404  ___________________________________________________________________
 FE2404  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FE2404  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE2404
 FE2404  HORZ ORDER  -  THIRD
 FE2404
 FE2404.The horizontal coordinates were established by classical geodetic methods
 FE2404.and adjusted by the National Geodetic Survey in April 1999..
 FE2404
 FE2404.The orthometric height was scaled from a topographic map.
 FE2404
 FE2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2404
 FE2404.The geoid height was determined by GEOID03.
 FE2404
 FE2404;                    North         East     Units Scale Factor Converg.
 FE2404;SPC TN       -   187,425.670   328,710.403   MT  0.99995186   -1 45 41.5
 FE2404;SPC TN       -   614,912.39  1,078,444.05   sFT  0.99995186   -1 45 41.5
 FE2404;UTM  16      - 3,984,154.550   318,896.196   MT  1.00000415   -1 10 50.5
 FE2404
 FE2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2404!SPC TN       -   0.99998669  x   0.99995186  =   0.99993855
 FE2404!UTM  16      -   0.99998669  x   1.00000415  =   0.99999084
 FE2404
 FE2404|---------------------------------------------------------------------|
 FE2404| PID    Reference Object                     Distance      Geod. Az  |
 FE2404|                                                           dddmmss.s |
 FE2404| CG3240 BETHANY RM 1                         20.038 METERS 00156     |
 FE2404| CG3239 BETHANY AZ MK                                      1000044.0 |
 FE2404| FE2400 TRENTON BROWN SHOE TANK             APPROX. 5.7 KM 1093322.0 |
 FE2404| CG3241 BETHANY RM 2                         27.434 METERS 11832     |
 FE2404|---------------------------------------------------------------------|
 FE2404
 FE2404                          SUPERSEDED SURVEY CONTROL
 FE2404
 FE2404  NAD 83(1995)-  35 59 06.12897(N)    089 00 32.06834(W) AD(       ) 3
 FE2404  NAD 83(1986)-  35 59 06.13688(N)    089 00 32.06528(W) AD(       ) 3
 FE2404  NAD 27      -  35 59 05.89180(N)    089 00 31.81510(W) AD(       ) 3
 FE2404
 FE2404.Superseded values are not recommended for survey control.
 FE2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2404.See file dsdata.txt to determine how the superseded data were derived.
 FE2404
 FE2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1889684155(NAD 83)
 FE2404_MARKER: DS = TRIANGULATION STATION DISK
 FE2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2404
 FE2404  HISTORY     - Date     Condition        Report By
 FE2404  HISTORY     - 1958     MONUMENTED       CGS
 FE2404
 FE2404                          STATION DESCRIPTION
 FE2404
 FE2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2404'THE STATION IS ABOUT 4 MILES WEST OF TRENTON, ON THE PROPERTY OF MRS.
 FE2404'E. TAYLOR, AND IS ON THE NORTH SIDE OF STATE HIGHWAY 104. IT IS
 FE2404'67 FEET NORTH OF THE CENTERLINE OF HIGHWAY 104, 24 FEET NORTH OF A
 FE2404'TELEPHONE POLE, 86 FEET SOUTHEAST OF A 14 INCH WALNUT TREE, 41 FEET
 FE2404'SOUTH-SOUTHEAST OF A 10 INCH APPLE TREE, 91 FEET NORTHWEST OF A WHITE
 FE2404'WITNESS POST AND 146 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2404'FRAME HOUSE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BETHANY
 FE2404'1958.
 FE2404'
 FE2404'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 FE2404'SQUARE IN TRENTON, GO WEST ON STATE HIGHWAY 104 FOR 3.2 MILES TO
 FE2404'THE AZIMUTH MARK ON THE LEFT. CONTINUE WEST ON HIGHWAY 104 FOR 0.45
 FE2404'MILE TO THE STATION ON THE RIGHT.
 FE2404'
 FE2404'REFERENCE MARK 1 IS 11 FEET EAST OF AN 8 INCH APPLE TREE, 29 FEET
 FE2404'NORTHEAST OF THE 10 INCH APPLE TREE AND 133 FEET NORTH OF THE
 FE2404'CENTERLINE OF HIGHWAY 104. THE MONUMENT PROJECTS 1 INCH AND THE DISK
 FE2404'IS STAMPED BETHANY NO 1 1958.
 FE2404'
 FE2404'REFERENCE MARK 2 IS 34 FEET NORTH OF THE CENTERLINE OF HIGHWAY 104,
 FE2404'1.5 FEET WEST OF THE WHITE WITNESS POST AND 93 FEET EAST OF THE
 FE2404'TELEPHONE POLE. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FE2404'BETHANY NO 2 1958.
 FE2404'
 FE2404'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 104, 2
 FE2404'FEET WEST OF A POWER LINE POLE AND 2 FEET WEST OF A WHITE WITNESS
 FE2404'POST. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BETHANY
 FE2404'1958.
 FE2404'
 FE2404'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2209 ***********************************************************************
 GC2209  DESIGNATION -  BETHEL RESET
 GC2209  PID         -  GC2209
 GC2209  STATE/COUNTY-  TN/SUMNER
 GC2209  USGS QUAD   -  WHITE HOUSE (1981)
 GC2209
 GC2209                         *CURRENT SURVEY CONTROL
 GC2209  ___________________________________________________________________
 GC2209* NAD 83(1995)-  36 24 42.82140(N)    086 43 48.59262(W)     ADJUSTED  
 GC2209* NAVD 88     -       285.5    (meters)     937.     (feet)  VERTCON   
 GC2209  ___________________________________________________________________
 GC2209  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GC2209  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2209
 GC2209  HORZ ORDER  -  FIRST
 GC2209
 GC2209.The horizontal coordinates were established by classical geodetic methods
 GC2209.and adjusted by the National Geodetic Survey in April 1999..
 GC2209
 GC2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2209
 GC2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2209
 GC2209.The geoid height was determined by GEOID03.
 GC2209
 GC2209;                    North         East     Units Scale Factor Converg.
 GC2209;SPC TN       -   230,863.459   534,510.377   MT  0.99999916   -0 25 38.9
 GC2209;SPC TN       -   757,424.53  1,753,639.46   sFT  0.99999916   -0 25 38.9
 GC2209;UTM  16      - 4,029,669.001   524,192.554   MT  0.99960721   +0 09 36.6
 GC2209
 GC2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2209!SPC TN       -   0.99995984  x   0.99999916  =   0.99995900
 GC2209!UTM  16      -   0.99995984  x   0.99960721  =   0.99956707
 GC2209
 GC2209|---------------------------------------------------------------------|
 GC2209| PID    Reference Object                     Distance      Geod. Az  |
 GC2209|                                                           dddmmss.s |
 GC2209| CG5599 BETHEL RM 1 AZIMUTH                                03439     |
 GC2209| GC2206 OLD HICKORY DU PONT POWER PLANT STA APPROX.16.9 KM 1561556.7 |
 GC2209| GC2201 GOODLETTSVILLE MUN STANDPIPE        APPROX. 9.4 KM 1721602.0 |
 GC2209| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX.16.8 KM 1975705.6 |
 GC2209| GC2354 UNION HILL ATT MW KIA               APPROX. 8.2 KM 2155353.2 |
 GC2209| GC2351 UNION HILL BELL TT MICROWAVE        APPROX. 8.2 KM 2161928.9 |
 GC2209| GC2329 AIRWAY BEACON 24                    APPROX.10.5 KM 2715802.9 |
 GC2209| GC2330 GREENBRIER MUNICIPAL TANK           APPROX. 6.6 KM 2850753.4 |
 GC2209| CG5600 BETHEL RM 2                          22.748 METERS 28820     |
 GC2209| GC2417 SPRINGFIELD ROBERTSON CO CTHSE      APPROX.17.6 KM 3074856.7 |
 GC2209| CG5598 BETHEL AZ MK                                       3271131.0 |
 GC2209| CG5601 BETHEL RM 3                          48.247 METERS 35244     |
 GC2209|---------------------------------------------------------------------|
 GC2209
 GC2209                          SUPERSEDED SURVEY CONTROL
 GC2209
 GC2209  NAD 83(1995)-  36 24 42.82241(N)    086 43 48.59392(W) AD(       ) 1
 GC2209  NAD 83(1995)-  36 24 42.82669(N)    086 43 48.59603(W) AD(       ) 1
 GC2209  NAD 83(1986)-  36 24 42.83083(N)    086 43 48.59603(W) AD(       ) 1
 GC2209  NAD 27      -  36 24 42.66200(N)    086 43 48.60900(W) AD(       ) 1
 GC2209  NGVD 29 (07/19/86)  285.5    (m)          937.     (f) VERT ANG       
 GC2209
 GC2209.Superseded values are not recommended for survey control.
 GC2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2209.See file dsdata.txt to determine how the superseded data were derived.
 GC2209
 GC2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2419329669(NAD 83)
 GC2209_MARKER: DS = TRIANGULATION STATION DISK
 GC2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2209
 GC2209  HISTORY     - Date     Condition        Report By
 GC2209  HISTORY     - 1930     MONUMENTED       CGS
 GC2209  HISTORY     - 1953     GOOD             CGS
 GC2209  HISTORY     - 1958     GOOD             TNHD
 GC2209  HISTORY     - 1959     GOOD             CGS
 GC2209  HISTORY     - 1970     GOOD             NGS
 GC2209  HISTORY     - 1972     GOOD             NGS
 GC2209
 GC2209                          STATION DESCRIPTION
 GC2209
 GC2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2209'ABOUT 11 MILES SOUTHEAST OF SPRINGFIELD, 6 MILES SOUTHWEST OF WHITE
 GC2209'HOUSE, 4 MILES EAST-SOUTHEAST OF GREEN BRIER, 2 MILES
 GC2209'NORTHEAST OF RIDGETOP, ON SUMMIT OF HILL, ON LAND OWNED BY JOHN
 GC2209'TEMPLETON AND OCCUPIED BY E. R. SPAULDING/1930), 30 FEET SOUTH OF
 GC2209'MOST SOUTHERLY TREE OF SMALL CHERRY ORCHARD, AND 85 FEET EAST OF FARM
 GC2209'ROAD. TO REACH FROM WHITE HOUSE, GO SOUTH 5.2 MILES ON U. S.
 GC2209'ROUTE 31W, TURN RIGHT (WEST) WHERE HIGHWAY GOES LEFT, FOLLOW DIRT
 GC2209'ROAD 2.6 MILES, TURN LEFT (SOUTH) ONTO FARM ROAD AND CONTINUE 650
 GC2209'FEET TO STATION. STATION WAS ORIGINALLY MARKED BY STANDARD STATION
 GC2209'DISKS IN CONCRETE, AND RE-MARKED IN 1933
 GC2209'WITH UPPER MARK 6 INCHES BELOW SURFACE.
 GC2209'REFERENCE MARKS NOS. 1 AND 2 (1930) ARE STANDARD REFERENCE DISKS IN
 GC2209'CONCRETE. NO. 1, PROJECTING 4 INCHES, IS 16 FEET EAST
 GC2209'OF CENTER LINE OF HIGHWAY, 130 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 GC2209'SMALL HOUSE, NEAR SOUTHWEST CORNER OF SMALL ORCHARD, AND
 GC2209'APPROXIMATELY 0.25 MILE FROM STATION, N 34 DEG 39 MIN 26 SEC E.
 GC2209'NO. 2, PROJECTING 3 INCHES, IS AT WEST EDGE OF
 GC2209'CULTIVATED FIELD, 10 FEET EAST OF FARM ROAD, AND 74.67 FEET FROM
 GC2209'STATION, N 71 DEG 34 MIN W.  REFERENCE MARK NO. 3 (1933) IS
 GC2209'STANDARD REFERENCE DISK IN CONCRETE PROJECTING 3
 GC2209'INCHES, 3 FEET WEST OF LARGE STUMP, 7 FEET EAST OF FARM ROAD, 142.91
 GC2209'FEET NORTH-NORTHEAST OF NO. 2, AND 158.58 FEET FROM STATION,
 GC2209'N 7 DEG 16 MIN W.
 GC2209
 GC2209                          STATION RECOVERY (1953)
 GC2209
 GC2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2209'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. THE
 GC2209'DISTANCES TO ALL MARKS WERE CHECKED AND FOUND CORRECT.  THE
 GC2209'DIRECTIONS TO R.M. NOS. 1 AND 3 WERE CHECKED AND FOUND CORRECT. THE
 GC2209'DIRECTION TO R.M. NO. 2 DID NOT CHECK. AT THE REQUEST OF THE
 GC2209'PROPERTY OWNER THE STATION MARK WAS LOWERED. A NEW DESCRIPTION
 GC2209'FOLLOWS.
 GC2209'
 GC2209'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF SPRINGFIELD AND 2-1/2
 GC2209'MILES NORTHEAST OF RIDGE TOP AT THE HIGHEST POINT OF A PROMINENT
 GC2209'CLEARED HILL ON PROPERTY OWNED BY MR. JOHN A. TEMPLETON. IT IS 86
 GC2209'FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD. THE MARK IS ABOUT 14
 GC2209'INCHES BELOW THE GROUND AND THE DISK IS STAMPED BETHEL 1930 1953
 GC2209'
 GC2209'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS IN A SMALL ORCHARD ABOUT 125
 GC2209'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A YELLOW STUCCO
 GC2209'HOUSE, 21 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD, 3 FEET EAST OF
 GC2209'A WHITE WITNESS POST AND FENCE LINE AND ABOUT 0.25 MILE
 GC2209'NORTHEAST OF THE STATION. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2209'DISK IS STAMPED BETHEL 1930.
 GC2209'
 GC2209'REFERENCE MARK NO. 2 IS 74.67 FEET NORTHWEST OF THE STATION, 12 FEET
 GC2209'EAST OF THE CENTER OF A DIRT ROAD. THE MARK PROJECTS ABOUT 6
 GC2209'INCHES AND THE DISK IS STAMPED BETHEL NO. II 1930.
 GC2209'
 GC2209'REFERENCE MARK NO. 3 IS 158.58 FEET NORTH OF THE STATION AND 11 FEET
 GC2209'EAST OF THE CENTER OF THE DIRT ROAD. THE MARK PROJECTS ABOUT 6
 GC2209'INCHES AND THE DISK IS STAMPED BETHEL NO. 3 1933.
 GC2209'
 GC2209'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND A
 GC2209'PAVED ROAD AT THE RIDGE TOP SCHOOL IN THE SOUTH EDGE OF RIDGE
 GC2209'TOP, GO EAST ON PAVED ROAD FOR 2.0 MILES TO A T INTERSECTION, END OF
 GC2209'PAVEMENT. TURN RIGHT AND GO 0.4 MILE ON GRAVEL ROAD, TURN RIGHT,
 GC2209'THEN LEFT AND CONTINUE ON GRAVEL ROAD FOR 1.0 MILE TO THE BETHEL
 GC2209'BAPTIST CHURCH ON THE LEFT, CONTINUE FOR 0.15 MILE TO A SIDE
 GC2209'ROAD RIGHT AND A YELLOW STUCCO HOUSE ON THE RIGHT. TURN RIGHT
 GC2209'DOWNHILL ON DIRT ROAD FOR 0.05 MILE TO THE AZIMUTH MARK (R.M. NO.
 GC2209'1) ON THE LEFT, CONTINUE ON WINDING DIRT ROAD FOR 0.4 MILE TO THE TOP
 GC2209'OF HILL AND STATION AS DESCRIBED.
 GC2209'
 GC2209'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2209
 GC2209                          STATION RECOVERY (1958)
 GC2209
 GC2209'RECOVERY NOTE BY TN HIGHWAY DEPT 1958
 GC2209'STATION, REFERNCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 GC2209'STATION MARK IS ABOUT 14 INCHES BELOW GROUND AND IS STAMPED
 GC2209'BETHEL 1930 1953. THE 1953 DESCRIPTION IS ADEQUATE.
 GC2209
 GC2209                          STATION RECOVERY (1959)
 GC2209
 GC2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2209'THE STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE
 GC2209'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 WHICH
 GC2209'SERVED AS THE AZIMUTH MARK HAS BEEN DESTROYED. A NEW AZIMUTH MARK WAS
 GC2209'ESTABLISHED BY THIS PARTY. A SMALL DISCREPANCY WAS FOUND IN THE
 GC2209'MEASUREMENT OF REFERENCE MARK NO. 3. FOLLOWING IS A NEW AND COMPLETE
 GC2209'DESCRIPTION.
 GC2209'
 GC2209'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF GOODLETTSVILLE, 4 MILES
 GC2209'EAST-SOUTHEAST OF GREENBRIER AND ON THE SUMMIT OF A BARE KNOLL ON
 GC2209'PROPERTY OWNED BY MR. JOHN A. TEMPLETON.
 GC2209'
 GC2209'TO REACH THE STATION FROM THE GOODLETTSVILLE POST OFFICE, GO NORTH ON
 GC2209'U. S. HIGHWAY 41 AND 31W FOR 1.3 MILES TO A FORK, KEEP RIGHT FORK
 GC2209'AND GO NORTHERLY ON U.S. HIGHWAY 31W FOR 5.1 MILES TO A SIDE ROAD
 GC2209'LEFT AT THE SMALL VILLAGE OF WHITEHILL, TURN LEFT ON A
 GC2209'GRAVELED ROAD AND GO 0.1 MILE TO A FORK, KEEP LEFT FORK, STRAIGHT
 GC2209'AHEAD, AND GO WESTERLY FOR 2.45 MILES TO A SIDE ROAD LEFT AT A
 GC2209'YELLOW STUCCO HOUSE*, TURN LEFT ON A TRACK ROAD AND GO SOUTH AND WEST
 GC2209'FOR 0.25 MILE TO A DIM FORK, KEEP LEFT, SOUTH, AND GO ABOUT 75
 GC2209'FEET TO A GATE, PASS THROUGH THE GATE AND GO SOUTHERLY FOR 0.1
 GC2209'MILE TO THE SUMMIT OF THE KNOLL AND THE STATION AS DESCRIBED.
 GC2209'
 GC2209'THE STATION MARK IS A STANDARD STATION DISK STAMPED BETHEL 1930 1953.
 GC2209'THE MARK IS 86 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT
 GC2209'ROAD AND IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.
 GC2209'
 GC2209'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED BETHEL NO.
 GC2209'II 1963. THE MARK IS 12 FEET EAST OF THE APPROXIMATE
 GC2209'CENTER OF A DIRT ROAD AND ABOUT 5 FEET LOWER THAN THE STATION MARK.
 GC2209'IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC2209'
 GC2209'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE DISK STAMPED BETHEL NO.
 GC2209'3 1933. THE MARK IS 11 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT
 GC2209'ROAD AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC2209'
 GC2209'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED BETHEL 1930 1959.
 GC2209'THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS
 GC2209'2 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 30 FEET NORTH OF THE
 GC2209'APPROXIMATE CENTER OF A GRAVELED ROAD, 3 FEET SOUTHWEST OF A WITNESS
 GC2209'SIGN AND IS SET IN THE SOUTHEAST CORNER OF A SMALL CENETERY.
 GC2209'
 GC2209'*TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT AT THE YELLOW
 GC2209'STUCCO HOUSE, CONTINUE WESTERLY ON THE GRAVELED ROAD FOR 0.35 MILE
 GC2209'TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2209
 GC2209                          STATION RECOVERY (1970)
 GC2209
 GC2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2209'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GC2209'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE OF 0.010
 GC2209'METERS IN THE DISTANCE TO REFERENCE MARK 2 WAS NOTED AND VERIFIED
 GC2209'AT THIS TIME.  THE DIRECTION TO THE MARKS COMPARED FAVORABLY WITH
 GC2209'THE 1959 DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 GC2209'
 GC2209'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF GOODLETTSVILLE, 6
 GC2209'MILES SOUTHWEST OF WHITE HOUSE, 4 MILES EAST-SOUTHEAST OF GREENBRIER
 GC2209'AND ON PROPERTY OWNED BY MR. JOHN A. TEMPLETON OF RURAL GREENBRIER
 GC2209'WHO LIVES IN THE YELLOW STUCCO HOUSE NORTH OF THE STATION.
 GC2209'
 GC2209'TO REACH THE STATION FROM THE POST OFFICE IN WHITE HOUSE GO EAST ON
 GC2209'SPRINGFIELD ROAD FOR 0.1 MILE TO THE JUNCTION OF U. S. HIGHWAY 31W.
 GC2209'TURN RIGHT AND GO SOUTH ON U. S. HIGHWAY 31W FOR 5.1 MILE TO A
 GC2209'SURFACED SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON THE
 GC2209'SURFACED ROAD FOR 2.2 MILES TO A DRIVEWAY ON THE LEFT.  (CONTINUE
 GC2209'AHEAD WEST ON THE SURFACED ROAD FOR 0.4 MILE TO A CEMETERY ON THE
 GC2209'LEFT AND THE AZIMUTH MARK IN THE SOUTHEAST CORNER THEREOF.) TURN
 GC2209'LEFT AND GO SOUTHERLY UPHILL FOR ABOUT 100 FEET TO A SIDE ROAD
 GC2209'RIGHT.  TURN RIGHT AND GO SOUTHERLY AND SOUTHWESTERLY ON THE
 GC2209'GRAVELED AND THEN TRACK ROAD FOR 0.25 MILE TO A GATE.  PASS THROUGH
 GC2209'THE GATE AND GO SOUTHERLY ON ON THE TRACK ROAD FOR 0.1 MILE TO THE
 GC2209'TOP OF A BARE KNOLL AND THE STATION.
 GC2209'
 GC2209'THE STATION MARK, A STANDARD DISK STAMPED BETHEL 1930 1953, SET IN
 GC2209'THE TOP OF A MASS OF CONCRETE THAT IS 14 INCHES BELOW THE GROUND
 GC2209'SURFACE.  IT IS 92 FEET EAST OF THE CENTER OF THE TRACK ROAD, 30
 GC2209'FEET WEST OF A METAL WITNESS SIGN ATTACHED TO A TREE AND ON THE
 GC2209'HIGHEST POINT OF THE KNOLL.
 GC2209'
 GC2209'REFERENCE MARK 2, A STANDARD DISK STAMPED BETHEL NO II 1930, SET
 GC2209'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 GC2209'THE GROUND SURFACE.  IT IS 104 FEET WEST OF THE WITNESS SIGN
 GC2209'ATTACHED TO A TREE, 17 FEET EAST OF THE CENTER OF THE TRACK ROAD AND
 GC2209'ABOUT 5 FEET LOWER THAN THE STATION.
 GC2209'
 GC2209'REFERENCE MARK 3, A STANDARD DISK STAMPED BETHEL NO 3 1933, SET IN
 GC2209'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 GC2209'AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET
 GC2209'WEST OF AN OLD WELL CASING PROJECTING 14 INCHES, 12 FEET EAST OF
 GC2209'THE CENTER OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE
 GC2209'STATION.
 GC2209'
 GC2209'THE AZIMUTH MARK, A STANDARD DISK STAMPED BETHEL 1930 1959, SET IN
 GC2209'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GC2209'ABOVE THE GROUND SURFACE. IT IS 100 FEET SOUTH OF A LONE CEDAR TREE
 GC2209'IN CEMETERY, 28 FEET NORTH OF THE SOUTH BOUNDARY FENCE, 25 FEET
 GC2209'WEST OF THE EAST BOUNDARY FENCE AND 1 FOOT NORTH OF A METAL
 GC2209'WITNESS POST WITH SIGN.
 GC2209'
 GC2209'BECAUSE OF A ROW OF TREES RM 2 TO RM 3 COULD NOT BE MEASURED.
 GC2209'
 GC2209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 GC2209'EAST-NORTHEAST OF GREENBRIER.
 GC2209
 GC2209                          STATION RECOVERY (1972)
 GC2209
 GC2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GC2209'THE STATION AND ALL MARKS WERE RECOVERED AS SHOWN IN THE 1959
 GC2209'RECOVERY NOTE. HOWEVER, THE AZIMUTH MARK IS NOW OBSTRUCTED BY TREES
 GC2209'AND IS NO LONGER VISIBLE FROM THE GROUND AT THE STATION, AND NONE OF
 GC2209'THE POSITIONED INTERSECTION STATIONS OBSERVED IN 1959 ARE NOW
 GC2209'VG. WITH REASONABLE CLEARING, POSTIONED INTERSECTION STATION
 GC2209'NASHVILLE, TV STATION WLAC MAST (1959), NOT PREVIOUSLY TAKEN FROM
 GC2209'THIS STATION, WAS MADE VISIBLE AND WAS USED AS THE INITIAL FOR
 GC2209'OBSERVING THE REFERENCE MARKS. IN CHECKING THE HORIZONTAL ANGLE
 GC2209'BETWEEN THE REFERENCE MARKS OBSERVED THIS DATE AGAINST THE 1959
 GC2209'OBSERVATIONS, THE ANGLE FELL WELL WITHIN THE REQUIRED LIMITS.
 GC2209'VERTICAL ANGLES WERE OBSERVED UPON THE REFERENCE MARKS AND SLOPE
 GC2209'MEASUREMENTS MADE, AND WHEN REDUCED TO THE HORIZONTAL A
 GC2209'DISCREPANCY OF -0.03 OF A FOOT WAS NOTED FOR REFERENCE MARK NO.  2
 GC2209'AND -0.11 OF A FOOT FOR REFERENCE MARK NO. 3.
 GC2209'
 GC2209'DUE TO CHANGES IN ROADS BROUGHT ABOUT BY CONSTRUCTION OF INTERSTATE
 GC2209'ROUTE 65 AND CHANGE IN PROPERTY OWNERSHIP, THE ORIGINAL STATION
 GC2209'DESCRIPTION AND TO-REACH ARE NO LONGER ADEQUATE. FOLLOWING IS A NEW
 GC2209'AND COMPLETE DESCRIPTION.
 GC2209'
 GC2209'THE STATION IS LOCATED NEAR THE TOP OF A CLEARED KNOLL AT THE SOUTH
 GC2209'END OF A RIDGE ABOUT 6 MILES NORTH OF GOODLETTSVILLE 4 MILES
 GC2209'EAST-SOUTHEAST OF GREENBRIER, 2.5 MILES NORTHEAST OF RIDGETOP, ABOUT
 GC2209'0.5 OF A MILE WEST OF INTERSTATE ROUTE 65, AND IS ON THE PROPERTY OF
 GC2209'W.G. MCCLURKAN SR. ET AL.
 GC2209'
 GC2209'TO REACH THE STATION FROM THE INTERSTATE ROUTE 65 AND U.S. HIGHWAY 41
 GC2209'NORTH OF GOODLETTSVILLE, GO NORTHERLY ON INTERSTATE ROUTE
 GC2209'65 FOR 5.4 MILES TO THE BETHEL ROAD INTERCHANGE (STATE SECONDARY ROAD
 GC2209'6451). HERE BEAR RIGHT FROM THE INTERSTATE OFF ONTO BETHEL ROAD AND
 GC2209'THEN RIGHT ON BETHEL ROAD AND GO WESTERLY FOR 0.6 OF A MILE TO A
 GC2209'GRAVELED ROAD LEFT.* TURN LEFT ONTO THIS GRAVELED ROAD AND GO
 GC2209'SOUTHEASTERLY FOR ABOUT 150 FEET TO A GRADED ROAD RIGHT (OLD SLATER
 GC2209'ROAD). HERE BEAR RIGHT ON THIS GRADED ROAD, PASSING TO THE WEST OF
 GC2209'A HOUSE, AND GO SOUTHERLY FOR 0.25 OF A MILE TO A WIRE GATE, PASS
 GC2209'THROUGH WIRE GATE, AND CONTINUE SOUTHERLY FOR 0.1 OF A MILE TO A DIM
 GC2209'TRACK ROAD LEFT, THENCE BEAR LEFT ON DIM TRACK ROAD FOR ABOUT 200
 GC2209'FEET TO TOP OF CLEARED KNOLL AND THE STATION AS DESCRIBED.
 GC2209'
 GC2209'THE STATION IS 170 FEET SOUTH OF THE CENTER OF A WELL CASING, 93 FEET
 GC2209'EAST OF THE APPROXIMATE CENTER OF A GRADED ROAD, (OLD SLATER ROAD),
 GC2209'30 FEET WEST OF A 6-INCH PERSIMMON TREE WITH A METAL WITNESS SIGN
 GC2209'ATTACHED TO THE WEST SIDE, 24 FEET NORTH-NORTHWEST OF A 6-INCH
 GC2209'SASSAFRAS TREE, AND ON THE SOUTH SLOPE AT THE SOUTH END OF A NARROW
 GC2209'RIDGE JUST BELOW THE HIGHEST POINT. IT IS A STANDARD DISK SET IN
 GC2209'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 14 INCHES BELOW THE
 GC2209'SURFACE OF THE GROUND AND THE DISK IS STAMPED BETHEL 1930 1953.
 GC2209'
 GC2209'REFERENCE MARK NO. 2 IS 105 FEET WEST OF THE 6-INCH PERSIMMON TREE
 GC2209'WITH METAL WITNESS SIGN ATTACHED, 17 FEET EAST OF THE APPROXIMATE
 GC2209'CENTER OF THE GRADED ROAD, AND ABOUT 6 FEET BELOW THE GROUND
 GC2209'ELEVATION AT THE STATION. IT IS A STANDARD DISK SET IN THE TOP
 GC2209'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2209'STAMPED BETHEL NO. II 1930.
 GC2209'
 GC2209'REFERENCE MARK NO. 3 IS 28 FEET SOUTHWEST OF A 7-INCH SOURWOOD TREE,
 GC2209'20 FEET WEST-SOUTHWEST OF THE CENTER OF THE WELL CASING, 10 FEET
 GC2209'EAST OF THE APPROXIMATE CENTER OF THE GRADED ROAD NEAR POINT OF
 GC2209'CURVE, AND ABOVE THE GROUND ELEVATION AT THE STATION. IT IS A
 GC2209'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GC2209'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED BETHEL NO. 3
 GC2209'1933.
 GC2209'
 GC2209'DUE TO TREES ON LINE BETWEEN THE REFERENCE MARKS, THEY COULD NOT BE
 GC2209'MEASURED BETWEEN. HOWEVER, THE COMPUTED DISTANCE BETWEEN THE
 GC2209'MARKS IS 142.88 FEET, 43.551 METERS AS OPPOSED TO 142.91 FEET
 GC2209'MEASURED IN 1933.
 GC2209'
 GC2209'THE AZIMUTH MARK IS ABOUT 0.35 OF A MILE NORTH-NORTHWEST OF THE
 GC2209'STATION, NEAR THE SOUTHEAST CORNER OF A CEMETERY IN THE COMMUNITY OF
 GC2209'BETHEL, 75.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BIGGS
 GC2209'HEADSTONE, 58 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2209'THE CORLEW HEADSTONE, 29 FEET WEST OF A FENCE, AND 0.7 OF A FOOT
 GC2209'NORTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET
 GC2209'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5
 GC2209'INCHES AND THE DISK IS STAMPED BETHEL 1930 1959.
 GC2209'
 GC2209'*TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE GRAVELED ROAD
 GC2209'LEFT AND BETHEL ROAD, CONTINUE WESTERLY ON BETHEL ROAD FOR
 GC2209'0.35 OF A MILE TO THE ENTRANCE INTO A CEMETERY ON THE LEFT, AND THE
 GC2209'MARK NEAR THE SOUTHEAST CORNER OF THE CEMETERY AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1910 ***********************************************************************
 GB1910  DESIGNATION -  BETTE
 GB1910  PID         -  GB1910
 GB1910  STATE/COUNTY-  TN/JACKSON
 GB1910  USGS QUAD   -  GAINESBORO (1979)
 GB1910
 GB1910                         *CURRENT SURVEY CONTROL
 GB1910  ___________________________________________________________________
 GB1910* NAD 83(1995)-  36 22 21.27619(N)    085 39 08.99986(W)     ADJUSTED  
 GB1910* NAVD 88     -       175.288  (meters)     575.09   (feet)  ADJUSTED  
 GB1910  ___________________________________________________________________
 GB1910  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 GB1910  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB1910  DYNAMIC HT  -         175.136 (meters)     574.59  (feet)  COMP
 GB1910  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GB1910
 GB1910  HORZ ORDER  -  SECOND
 GB1910  VERT ORDER  -  SECOND    CLASS 0
 GB1910
 GB1910.The horizontal coordinates were established by classical geodetic methods
 GB1910.and adjusted by the National Geodetic Survey in April 1999..
 GB1910
 GB1910.The orthometric height was determined by differential leveling
 GB1910.and adjusted by the National Geodetic Survey in June 1991..
 GB1910
 GB1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1910
 GB1910.The geoid height was determined by GEOID03.
 GB1910
 GB1910.The dynamic height is computed by dividing the NAVD 88
 GB1910.geopotential number by the normal gravity value computed on the
 GB1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1910.degrees latitude (g = 980.6199 gals.).
 GB1910
 GB1910.The modeled gravity was interpolated from observed gravity values.
 GB1910
 GB1910;                    North         East     Units Scale Factor Converg.
 GB1910;SPC TN       -   226,311.553   631,183.545   MT  0.99999248   +0 12 12.4
 GB1910;SPC TN       -   742,490.49  2,070,808.01   sFT  0.99999248   +0 12 12.4
 GB1910;UTM  16      - 4,026,116.977   620,876.486   MT  0.99978002   +0 47 57.2
 GB1910
 GB1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1910!SPC TN       -   0.99997722  x   0.99999248  =   0.99996971
 GB1910!UTM  16      -   0.99997722  x   0.99978002  =   0.99975725
 GB1910
 GB1910|---------------------------------------------------------------------|
 GB1910| PID    Reference Object                     Distance      Geod. Az  |
 GB1910|                                                           dddmmss.s |
 GB1910| GB1911 BETTE RM 2                           11.698 METERS 00102     |
 GB1910| GB1912 BETTE RM 1                           13.769 METERS 10013     |
 GB1910| CG5602 BETTE AZ MK                                        3525318.5 |
 GB1910|---------------------------------------------------------------------|
 GB1910
 GB1910                          SUPERSEDED SURVEY CONTROL
 GB1910
 GB1910  NAD 83(1995)-  36 22 21.27795(N)    085 39 09.00146(W) AD(       ) 2
 GB1910  NAD 83(1995)-  36 22 21.28269(N)    085 39 09.00465(W) AD(       ) 2
 GB1910  NAD 83(1986)-  36 22 21.28673(N)    085 39 09.00370(W) AD(       ) 2
 GB1910  NAD 27      -  36 22 21.06782(N)    085 39 09.09336(W) AD(       ) 2
 GB1910  NGVD 29 (??/??/92)  175.385  (m)          575.41   (f) ADJ UNCH    2 0
 GB1910
 GB1910.Superseded values are not recommended for survey control.
 GB1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1910.See file dsdata.txt to determine how the superseded data were derived.
 GB1910
 GB1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2087626117(NAD 83)
 GB1910_MARKER: DE = TRAVERSE STATION DISK
 GB1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1910_STAMPING: BETTE 1966
 GB1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1910+STABILITY: SURFACE MOTION
 GB1910
 GB1910  HISTORY     - Date     Condition        Report By
 GB1910  HISTORY     - 1966     MONUMENTED       TNHD
 GB1910  HISTORY     - 1966     GOOD             TNHD
 GB1910
 GB1910                          STATION DESCRIPTION
 GB1910
 GB1910'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1910'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF GAINESBORO.
 GB1910'
 GB1910'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB1910'GAINESBORO, GO EASTERLY ON STATE ROUTE 53 AND 56 FOR 1.35 MILES TO
 GB1910'THE JUNCTION OF STATE ROUTES 53, 56 AND 85 AND THE STATION ON THE
 GB1910'LEFT.
 GB1910'
 GB1910'THE STATION IS 47 FEET SOUTH OF THE SOUTHEAST END OF THE CUMBERLAND
 GB1910'RIVER BRIDGE, 16 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB1910'56 AND 85, 4.3 FEET EAST OF A METAL WITNESS POST AND SIGN AND 4 FEET
 GB1910'EAST OF A FENCE CORNER.  THE SURFACE AND UNDERGROUND MARKS ARE
 GB1910'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB1910'BETTE 1966.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GB1910'THE SURFACE.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1910'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1910'
 GB1910'REFERENCE MARK NO. 1 IS IN THE TRIANGLE OF THE HIGHWAY JUNCTION, 62
 GB1910'FEET SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE, 30 FEET EAST OF
 GB1910'THE APPROXIMATE CENTER OF STATE ROUTE 56 AND 85 AND 26 FEET NORTHWEST
 GB1910'OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 85.  THE MARK IS A
 GB1910'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1910'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1910'BETTE RM-1 1966.
 GB1910'
 GB1910'REFERENCE MARK NO. 2 IS 13 FEET WEST OF THE APPROXIMATE CENTER OF
 GB1910'STATE ROUTE 56 AND 85, 9 FEET SOUTH OF THE SOUTHEAST END OF THE
 GB1910'BRIDGE AND 1.4 FEET EAST OF UTILITY POLE NO. 430.  THE MARK IS A
 GB1910'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1910'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1910'BETTE RM-2 1966.
 GB1910'
 GB1910'THE AZIMUTH MARK IS 14 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB1910'ROUTE 56 AND 85, 7 FEET SOUTHEAST OF A TELEPHONE POLE AND 3.0
 GB1910'FEET SOUTH OF A METAL WITNESS POST AND SIGN.  THE MARK IS A STANDARD
 GB1910'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1910'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BETTE AZI
 GB1910'1966.
 GB1910'
 GB1910'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON
 GB1910'STATE ROUTE 56 AND 85, CROSSING THE BRIDGE, FOR 0.45 MILE TO THE
 GB1910'MARK ON THE LEFT.
 GB1910'
 GB1910'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1910'
 GB1910'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1910
 GB1910                          STATION RECOVERY (1966)
 GB1910
 GB1910'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1910'1.5 MI N FROM GAINESBORO.
 GB1910'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1910'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56 FOR
 GB1910'1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AN 85 AND THE
 GB1910'MARK ON THE LEFT, 47 FEET SOUTH OF THE SOUTHEAST END OF THE
 GB1910'CUMBERLAND RIVER BRIDGE, 16 FEET WEST OF THE APPROXIMATE CENTER
 GB1910'OF STATE ROUTE 56 AND 85, 4.3 FEET EAST OF A METAL WITNESS POST
 GB1910'AND SIGN AND 4 FEET EAST OF A FENCE CORNER.  THE DISK IS SET IN
 GB1910'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1912 ***********************************************************************
 GB1912  DESIGNATION -  BETTE RM 1
 GB1912  PID         -  GB1912
 GB1912  STATE/COUNTY-  TN/JACKSON
 GB1912  USGS QUAD   -  GAINESBORO (1979)
 GB1912
 GB1912                         *CURRENT SURVEY CONTROL
 GB1912  ___________________________________________________________________
 GB1912* NAD 83(1986)-  36 22 21.     (N)    085 39 09.     (W)     SCALED    
 GB1912* NAVD 88     -       175.910  (meters)     577.13   (feet)  ADJUSTED  
 GB1912  ___________________________________________________________________
 GB1912  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB1912  DYNAMIC HT  -         175.757 (meters)     576.63  (feet)  COMP
 GB1912  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GB1912
 GB1912  VERT ORDER  -  SECOND    CLASS 0
 GB1912
 GB1912.The horizontal coordinates were scaled from a topographic map and have
 GB1912.an estimated accuracy of +/- 6 seconds.
 GB1912
 GB1912.The orthometric height was determined by differential leveling
 GB1912.and adjusted by the National Geodetic Survey in June 1991..
 GB1912
 GB1912.The geoid height was determined by GEOID03.
 GB1912
 GB1912.The dynamic height is computed by dividing the NAVD 88
 GB1912.geopotential number by the normal gravity value computed on the
 GB1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1912.degrees latitude (g = 980.6199 gals.).
 GB1912
 GB1912.The modeled gravity was interpolated from observed gravity values.
 GB1912
 GB1912;                    North         East    Units  Estimated Accuracy
 GB1912;SPC TN       -   226,300.      631,180.      MT  (+/- 180 meters Scaled)
 GB1912
 GB1912                          SUPERSEDED SURVEY CONTROL
 GB1912
 GB1912  NGVD 29 (??/??/92)  176.007  (m)          577.45   (f) ADJ UNCH    2 0
 GB1912
 GB1912.Superseded values are not recommended for survey control.
 GB1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1912.See file dsdata.txt to determine how the superseded data were derived.
 GB1912
 GB1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF208261(NAD 83)
 GB1912_MARKER: DR = REFERENCE MARK DISK
 GB1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1912_STAMPING: BETTE RM-1 1966
 GB1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1912+STABILITY: SURFACE MOTION
 GB1912
 GB1912  HISTORY     - Date     Condition        Report By
 GB1912  HISTORY     - 1966     MONUMENTED       TNHD
 GB1912
 GB1912                          STATION DESCRIPTION
 GB1912
 GB1912'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1912'1.5 MI N FROM GAINESBORO.
 GB1912'AT THE BETTE 1966 STATION SITE, IN THE TRIANGLE OF THE HIGHWAY
 GB1912'JUNCTION, 62 FEET SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE,
 GB1912'30 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 56 AND 85
 GB1912'AND 26 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 56
 GB1912'AND 85.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1912'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1911 ***********************************************************************
 GB1911  DESIGNATION -  BETTE RM 2
 GB1911  PID         -  GB1911
 GB1911  STATE/COUNTY-  TN/JACKSON
 GB1911  USGS QUAD   -  GAINESBORO (1979)
 GB1911
 GB1911                         *CURRENT SURVEY CONTROL
 GB1911  ___________________________________________________________________
 GB1911* NAD 83(1986)-  36 22 21.     (N)    085 39 09.     (W)     SCALED    
 GB1911* NAVD 88     -       175.163  (meters)     574.68   (feet)  ADJUSTED  
 GB1911  ___________________________________________________________________
 GB1911  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB1911  DYNAMIC HT  -         175.011 (meters)     574.18  (feet)  COMP
 GB1911  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GB1911
 GB1911  VERT ORDER  -  SECOND    CLASS 0
 GB1911
 GB1911.The horizontal coordinates were scaled from a topographic map and have
 GB1911.an estimated accuracy of +/- 6 seconds.
 GB1911
 GB1911.The orthometric height was determined by differential leveling
 GB1911.and adjusted by the National Geodetic Survey in June 1991..
 GB1911
 GB1911.The geoid height was determined by GEOID03.
 GB1911
 GB1911.The dynamic height is computed by dividing the NAVD 88
 GB1911.geopotential number by the normal gravity value computed on the
 GB1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1911.degrees latitude (g = 980.6199 gals.).
 GB1911
 GB1911.The modeled gravity was interpolated from observed gravity values.
 GB1911
 GB1911;                    North         East    Units  Estimated Accuracy
 GB1911;SPC TN       -   226,300.      631,180.      MT  (+/- 180 meters Scaled)
 GB1911
 GB1911                          SUPERSEDED SURVEY CONTROL
 GB1911
 GB1911  NGVD 29 (??/??/92)  175.261  (m)          575.00   (f) ADJ UNCH    2 0
 GB1911
 GB1911.Superseded values are not recommended for survey control.
 GB1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1911.See file dsdata.txt to determine how the superseded data were derived.
 GB1911
 GB1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF208261(NAD 83)
 GB1911_MARKER: DR = REFERENCE MARK DISK
 GB1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1911_STAMPING: BETTE RM-2 1966
 GB1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1911+STABILITY: SURFACE MOTION
 GB1911
 GB1911  HISTORY     - Date     Condition        Report By
 GB1911  HISTORY     - 1966     MONUMENTED       TNHD
 GB1911
 GB1911                          STATION DESCRIPTION
 GB1911
 GB1911'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1911'1.5 MI N FROM GAINESBORO.
 GB1911'AT THE BETTE 1966 STATION SITE, 13 FEET WEST OF THE APPROXIMATE
 GB1911'CENTER OF STATE ROUTE 56 AND 85, 9 FEET SOUTH OF THE SOUTHEAST
 GB1911'END OF THE BRIDGE AND 1.4 FEET EAST OF UTILITY POLE NO. 430.
 GB1911'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1911'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3408 ***********************************************************************
 GA3408  DESIGNATION -  BIG
 GA3408  PID         -  GA3408
 GA3408  STATE/COUNTY-  TN/GREENE
 GA3408  USGS QUAD   -  MC CLOUD (1961)
 GA3408
 GA3408                         *CURRENT SURVEY CONTROL
 GA3408  ___________________________________________________________________
 GA3408* NAD 83(1995)-  36 16 34.21230(N)    082 57 43.72620(W)     ADJUSTED  
 GA3408* NAVD 88     -       536.5    (meters)    1760.     (feet)  VERTCON   
 GA3408  ___________________________________________________________________
 GA3408  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GA3408  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3408
 GA3408  HORZ ORDER  -  SECOND
 GA3408
 GA3408.The horizontal coordinates were established by classical geodetic methods
 GA3408.and adjusted by the National Geodetic Survey in April 1999..
 GA3408
 GA3408.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3408
 GA3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3408
 GA3408.The geoid height was determined by GEOID03.
 GA3408
 GA3408;                    North         East     Units Scale Factor Converg.
 GA3408;SPC TN       -   219,794.320   872,896.115   MT  0.99997810   +1 46 42.5
 GA3408;SPC TN       -   721,108.53  2,863,826.67   sFT  0.99997810   +1 46 42.5
 GA3408;UTM  17      - 4,016,366.353   323,764.651   MT  0.99998269   -1 09 40.5
 GA3408
 GA3408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3408!SPC TN       -   0.99992074  x   0.99997810  =   0.99989884
 GA3408!UTM  17      -   0.99992074  x   0.99998269  =   0.99990343
 GA3408
 GA3408|---------------------------------------------------------------------|
 GA3408| PID    Reference Object                     Distance      Geod. Az  |
 GA3408|                                                           dddmmss.s |
 GA3408| DB8741 BIG RM 1                              7.232 METERS 04543     |
 GA3408| GA3401 GREENEVILLE MUNICIPAL TANK          APPROX.16.6 KM 1351414.5 |
 GA3408| DB8742 BIG RM 2                              9.488 METERS 32503     |
 GA3408|---------------------------------------------------------------------|
 GA3408
 GA3408                          SUPERSEDED SURVEY CONTROL
 GA3408
 GA3408  NAD 83(1995)-  36 16 34.21590(N)    082 57 43.72996(W) AD(       ) 2
 GA3408  NAD 83(1995)-  36 16 34.22403(N)    082 57 43.73464(W) AD(       ) 2
 GA3408  NAD 83(1995)-  36 16 34.21757(N)    082 57 43.72860(W) AD(       ) 2
 GA3408  NAD 83(1986)-  36 16 34.22061(N)    082 57 43.72909(W) AD(       ) 2
 GA3408  NAD 27      -  36 16 33.86690(N)    082 57 44.15300(W) AD(       ) 2
 GA3408  NGVD 29 (07/19/86)  536.6    (m)         1760.     (f) VERT ANG       
 GA3408
 GA3408.Superseded values are not recommended for survey control.
 GA3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3408.See file dsdata.txt to determine how the superseded data were derived.
 GA3408
 GA3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2376516366(NAD 83)
 GA3408_MARKER: DE = TRAVERSE STATION DISK
 GA3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3408
 GA3408  HISTORY     - Date     Condition        Report By
 GA3408  HISTORY     - 1961     MONUMENTED       CGS
 GA3408
 GA3408                          STATION DESCRIPTION
 GA3408
 GA3408'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3408'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOE HENDRY, ABOUT 10
 GA3408'MILES NORTHWEST OF
 GA3408'GREENEVILLE, ABOUT 2 MILES SOUTHWEST OF ROMEO AND ON THE
 GA3408'EASTERN ONE OF TWO HIGH POINTS
 GA3408'ON BIG MOUNTAIN.
 GA3408'
 GA3408'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E AND STATE
 GA3408'HIGHWAY 70 WHICH IS 2 BLOCKS
 GA3408'WEST OF THE POST OFFICE IN GREENEVILLE, GO
 GA3408'NORTHWEST ON STATE HIGHWAY 70 FOR
 GA3408'10.9 MILES TO COTTERS GROCERY ON
 GA3408'THE RIGHT, CONTINUE ON STATE HIGHWAY 70 FOR 0.85
 GA3408'MILE TO A SIDE ROAD
 GA3408'ON THE LEFT, TURN LEFT AND GO 1.75 MILES TO A POINT WHERE THE MAIN
 GA3408'ROAD TURNS LEFT
 GA3408'AND A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.05
 GA3408'MILE TO A FORK, KEEP RIGHT AND GO
 GA3408'0.4 MILE TO AN ABANDONED HOUSE,
 GA3408'CONTINUE PAST THE HOUSE AND FOLLOW DIM TRACK ROAD
 GA3408'FOLLOW DIM FARM
 GA3408'LANE FOR 0.65 MILE TO THE TOP OF RIDGE, TURN LEFT AND FOLLOW DIM
 GA3408'TRACK ROAD ALONG
 GA3408'THE RIDGE FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 GA3408'FOUR-WHEEL DRIVE.
 GA3408'THE STATION MARK IS A STANDARD
 GA3408'TRAVERSE DISK, STAMPED BIG 1961, SET IN A SQUARE
 GA3408'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 GA3408'IT IS 10 FEET
 GA3408'SOUTH OF A FORKED TRIANGULAR BLAZED TREE, 1.1 FEET NORTH OF A
 GA3408'WITNESS POST AND
 GA3408'SIGN AND SET ON THE HIGHEST PART OF MOUNTAIN.
 GA3408'
 GA3408'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BIG NO 1 1961,
 GA3408'CEMENTED IN A DRILLED HOLE
 GA3408'IN OUTCROPPING BEDROCK FLUSH.  IT IS 24.6 FEET NORTHEAST
 GA3408'OF A WITNESS POST AND SIGN, 16
 GA3408'FEET EAST OF A FORKED TRIANGULAR
 GA3408'BLAZED TREE, ABOUT 2 FEET LOWER THAN THE STATION
 GA3408'ELEVATION AND ON THE
 GA3408'NORTHEAST SLOPE OF MOUNTAIN.
 GA3408'
 GA3408'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BIG NO 2 1961,
 GA3408'CEMENTED IN A DRILLED HOLE
 GA3408'IN OUTCROPPING BEDROCK FLUSH.  IT IS 29.8 FEET NORTHWEST
 GA3408'OF A WITNESS POST AND SIGN, 24
 GA3408'FEET NORTHWEST OF A FORKED TRIANGULAR
 GA3408'BLAZED TREE, ABOUT 2 FEET LOWER THAN THE STATION
 GA3408'ELEVATION AND ON THE
 GA3408'WESTERN SLOPE OF MOUNTAIN.
 GA3408'
 GA3408'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  GREENEVILLE,
 GA3408'MUNICIPAL WATER TANK WILL
 GA3408'SERVE AS THE AZIMUTH MARK.
 GA3408'GREENEVILLE MUNICIPAL TANK IS LOCATED IN THE WESTERN PART OF
 GA3408'GREENEVILLE AND 0.05 MILE SOUTH OF THE JUNCTION
 GA3408'OF NELSON STREET AND HIGHLAND AVENUE.
 GA3408'
 GA3408'GREENEVILLE MUNICIPAL TANK IS A ROUND STRUCTURE, SILVER IN COLOR AND
 GA3408'THE OVER-ALL HEIGHT IS ABOUT 80 FEET.
 GA3408'THE POINT OF INTERSECTION WAS THE VERTEX BALL.
 GA3408'
 GA3408'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2433 ***********************************************************************
 FE2433  DESIGNATION -  BIG
 FE2433  PID         -  FE2433
 FE2433  STATE/COUNTY-  TN/HAYWOOD
 FE2433  USGS QUAD   -  BROWNSVILLE (1983)
 FE2433
 FE2433                         *CURRENT SURVEY CONTROL
 FE2433  ___________________________________________________________________
 FE2433* NAD 83(1995)-  35 30 00.82873(N)    089 22 02.43189(W)     ADJUSTED  
 FE2433* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 FE2433  ___________________________________________________________________
 FE2433  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FE2433  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2433
 FE2433  HORZ ORDER  -  THIRD
 FE2433
 FE2433.The horizontal coordinates were established by classical geodetic methods
 FE2433.and adjusted by the National Geodetic Survey in April 1999..
 FE2433
 FE2433.The orthometric height was scaled from a topographic map.
 FE2433
 FE2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2433
 FE2433.The geoid height was determined by GEOID03.
 FE2433
 FE2433;                    North         East     Units Scale Factor Converg.
 FE2433;SPC TN       -   134,721.668   294,554.848   MT  0.99996528   -1 58 17.0
 FE2433;SPC TN       -   441,999.34    966,385.36   sFT  0.99996528   -1 58 17.0
 FE2433;UTM  16      - 3,931,095.810   285,278.951   MT  1.00016820   -1 22 30.9
 FE2433
 FE2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2433!SPC TN       -   0.99999069  x   0.99996528  =   0.99995597
 FE2433!UTM  16      -   0.99999069  x   1.00016820  =   1.00015889
 FE2433
 FE2433:                Primary Azimuth Mark                     Grid Az
 FE2433:SPC TN       -  BIG AZ MK                                084 40 59.9
 FE2433:UTM  16      -  BIG AZ MK                                084 05 13.8
 FE2433
 FE2433|---------------------------------------------------------------------|
 FE2433| PID    Reference Object                     Distance      Geod. Az  |
 FE2433|                                                           dddmmss.s |
 FE2433| CG3248 BIG AZ MK                                          0824242.9 |
 FE2433| FE2508 SHEPP                                21.714 METERS 21449     |
 FE2433| FE2517 STANTON MUNICIPAL TANK              APPROX. 5.1 KM 2163303.8 |
 FE2433| CG3249 BIG RM 1                             28.587 METERS 25210     |
 FE2433|---------------------------------------------------------------------|
 FE2433
 FE2433                          SUPERSEDED SURVEY CONTROL
 FE2433
 FE2433  NAD 83(1995)-  35 30 00.83444(N)    089 22 02.43371(W) AD(       ) 3
 FE2433  NAD 83(1986)-  35 30 00.84049(N)    089 22 02.43251(W) AD(       ) 3
 FE2433  NAD 27      -  35 30 00.55130(N)    089 22 02.17480(W) AD(       ) 3
 FE2433
 FE2433.Superseded values are not recommended for survey control.
 FE2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2433.See file dsdata.txt to determine how the superseded data were derived.
 FE2433
 FE2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8527931096(NAD 83)
 FE2433_MARKER: DS = TRIANGULATION STATION DISK
 FE2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2433
 FE2433  HISTORY     - Date     Condition        Report By
 FE2433  HISTORY     - 1958     MONUMENTED       CGS
 FE2433
 FE2433                          STATION DESCRIPTION
 FE2433
 FE2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2433'THE STATION IS ABOUT 4 MILES NORTHEAST OF STANTON, 9 MILES SOUTHWEST
 FE2433'OF BROWNSVILLE, AND IS ON THE PROPERTY OF G. W.  BOURNE. IT IS 7
 FE2433'FEET WEST OF A WIRE FENCE, 33 FEET NORTH OF THE CENTERLINE OF A
 FE2433'DRIVEWAY, 7 FEET WEST OF A WHITE WITNESS POST, 63 FEET WEST OF THE
 FE2433'CENTERLINE OF U.S. HIGHWAY 70-79, 86 FEET EAST OF A 36 INCH OAK TREE,
 FE2433'AND 118 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE.
 FE2433'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BIG 1958.
 FE2433'
 FE2433'TO REACH THE STATION FROM THE MAIN CROSSROAD IN STANTON, GO NORTHEAST
 FE2433'ON U.S. HIGHWAY 70-79 FOR 3.2 MILES TO A PAVED ROAD RIGHT AND A
 FE2433'DRIVEWAY LEFT AND THE STATION ON THE LEFT, WEST SIDE OF THE HIGHWAY.
 FE2433'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PAVED ROAD FOR
 FE2433'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 FE2433'
 FE2433'REFERENCE MARK 1 IS 1 FOOT NORTH OF A WIRE FENCE, 7 FEET EAST OF A
 FE2433'POWER LINE POLE, 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2433'FRAME HOUSE, AND 126 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 FE2433'70-79,. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BIG NO 1 1958.
 FE2433'
 FE2433'SHEPP (USE) WAS USED AS REFERENCE MARK NO 2, IT IS 25 FEET SOUTHEAST
 FE2433'OF A FENCE CORNER, 37 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 FE2433'AND 63 FEET WEST OF THE CENTERLINE OF HIGHWAY 70-79, IT IS A U.S.
 FE2433'ENGINEER DEPARTMENT CAP DISK STAMPED B M SHEPP NO 1 1933, RIVETED
 FE2433'TO THE TOP OF A 4 INCH IRON PIPE REINFORCED WITH CONCRETE, AND
 FE2433'PROJECTS 4 INCHES.
 FE2433'
 FE2433'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A FENCE CORNER, 2 FEET
 FE2433'NORTHWEST OF A WHITE WITNESS POST, 29 FEET SOUTHEAST OF THE
 FE2433'CENTERLINE OF A PAVED ROAD, AND 42 FEET NORTHEAST OF A POWER LINE
 FE2433'POLE WITH A TRANSFORMER. THE MONUMENT PROJECTS 4 INCHES AND THE
 FE2433'DISK IS STAMPED BIG 1958.
 FE2433'
 FE2433'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2672 ***********************************************************************
 GC2672  DESIGNATION -  BIG
 GC2672  PID         -  GC2672
 GC2672  STATE/COUNTY-  TN/STEWART
 GC2672  USGS QUAD   -  INDIAN MOUND (1982)
 GC2672
 GC2672                         *CURRENT SURVEY CONTROL
 GC2672  ___________________________________________________________________
 GC2672* NAD 83(1995)-  36 33 04.51563(N)    087 44 43.54771(W)     ADJUSTED  
 GC2672* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 GC2672  ___________________________________________________________________
 GC2672  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 GC2672  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC2672
 GC2672  HORZ ORDER  -  SECOND
 GC2672
 GC2672.The horizontal coordinates were established by classical geodetic methods
 GC2672.and adjusted by the National Geodetic Survey in April 1999..
 GC2672
 GC2672.The orthometric height was scaled from a topographic map.
 GC2672
 GC2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2672
 GC2672.The geoid height was determined by GEOID03.
 GC2672
 GC2672;                    North         East     Units Scale Factor Converg.
 GC2672;SPC TN       -   247,477.308   443,732.258   MT  1.00002664   -1 01 18.6
 GC2672;SPC TN       -   811,931.80  1,455,811.58   sFT  1.00002664   -1 01 18.6
 GC2672;SPC KY1Z     - 1,026,097.578 1,321,328.425   MT  1.00016973   -1 13 30.4
 GC2672;SPC KY1Z     - 3,366,455.14  4,335,058.34   sFT  1.00016973   -1 13 30.4
 GC2672;SPC KY S     -   526,070.389   321,351.621   MT  1.00003803   -1 12 36.6
 GC2672;SPC KY S     - 1,725,949.27  1,054,301.11   sFT  1.00003803   -1 12 36.6
 GC2672;UTM  16      - 4,045,351.900   433,286.299   MT  0.99965483   -0 26 38.2
 GC2672
 GC2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2672!SPC TN       -   0.99997101  x   1.00002664  =   0.99999765
 GC2672!SPC KY1Z     -   0.99997101  x   1.00016973  =   1.00014074
 GC2672!SPC KY S     -   0.99997101  x   1.00003803  =   1.00000904
 GC2672!UTM  16      -   0.99997101  x   0.99965483  =   0.99962585
 GC2672
 GC2672|---------------------------------------------------------------------|
 GC2672| PID    Reference Object                     Distance      Geod. Az  |
 GC2672|                                                           dddmmss.s |
 GC2672| GC2675 TT 45 MS                             20.202 METERS 18626     |
 GC2672| CG5604 BIG RM 1                             22.668 METERS 27010     |
 GC2672| CG5603 BIG AZ MK                                          2863200.4 |
 GC2672|---------------------------------------------------------------------|
 GC2672
 GC2672                          SUPERSEDED SURVEY CONTROL
 GC2672
 GC2672  NAD 83(1995)-  36 33 04.51709(N)    087 44 43.54891(W) AD(       ) 2
 GC2672  NAD 83(1995)-  36 33 04.51976(N)    087 44 43.55200(W) AD(       ) 2
 GC2672  NAD 83(1986)-  36 33 04.52559(N)    087 44 43.55061(W) AD(       ) 2
 GC2672  NAD 27      -  36 33 04.34800(N)    087 44 43.48200(W) AD(       ) 2
 GC2672
 GC2672.Superseded values are not recommended for survey control.
 GC2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2672.See file dsdata.txt to determine how the superseded data were derived.
 GC2672
 GC2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3328645352(NAD 83)
 GC2672_MARKER: DS = TRIANGULATION STATION DISK
 GC2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2672
 GC2672  HISTORY     - Date     Condition        Report By
 GC2672  HISTORY     - 1953     MONUMENTED       CGS
 GC2672
 GC2672                          STATION DESCRIPTION
 GC2672
 GC2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2672'STATION IS LOCATED 7 MILES NORTHEAST OF DOVER AND 2 MILES SOUTH OF
 GC2672'BIG ROCK ON PROPERTY OF THE BIG A SCHOOL.  IT IS 105 FEET NORTHEAST
 GC2672'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 90 FEET SOUTHEAST OF
 GC2672'THE CENTER OF U.S. HIGHWAY 79, 15 FEET EAST OF THE CENTER OF A
 GC2672'DRIVEWAY AND 4 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 GC2672'AND THE DISK IS STAMPED BIG 1952.
 GC2672'
 GC2672'REFERENCE MARK NO. 1 IS 61 FEET NORTHWEST OF THE CENTER OF THE
 GC2672'DRIVEWAY AND 38 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 GC2672'THE MARK IS FLUSH AND THE DISK IS STAMPED BIG NO 1 1952.
 GC2672'
 GC2672'TT 45 MS (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 40 FEET
 GC2672'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING AND 15 FEET
 GC2672'SOUTHEAST OF THE CENTER OF THE DRIVEWAY.  THE MARK IS A 6 X 6 INCH
 GC2672'CONCRETE POST WHICH PROJECTS 8 INCHES WITH A STANDARD U.S.
 GC2672'GEOLOGICAL SURVEY BENCH MARK DISK ATOP STAMPED TT 45 MS 1946.
 GC2672'
 GC2672'THE AZIMUTH MARK IS 15 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD
 GC2672'AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 GC2672'AND THE DISK IS STAMPED BIG 1952.
 GC2672'
 GC2672'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND
 GC2672'STATE HIGHWAY 120 3 MILES SOUTH OF BIG ROCK, GO SOUTHWEST ON
 GC2672'HIGHWAY 79 FOR 1.3 MILE TO THE BIG A SCHOOL ON THE LEFT AND THE
 GC2672'STATION AS DESCRIBED.  CONTINUE ON HIGHWAY 79 FOR 0.2 MILE TO A
 GC2672'GRAVEL ROAD, RIGHT, TURN RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON
 GC2672'THE RIGHT AS DESCRIBED.
 GC2672'
 GC2672'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2103 ***********************************************************************
 GA2103  DESIGNATION -  BIG 33
 GA2103  PID         -  GA2103
 GA2103  STATE/COUNTY-  TN/CLAIBORNE
 GA2103  USGS QUAD   -  TAZEWELL (1971)
 GA2103
 GA2103                         *CURRENT SURVEY CONTROL
 GA2103  ___________________________________________________________________
 GA2103* NAD 83(1995)-  36 24 42.56589(N)    083 30 00.98780(W)     ADJUSTED  
 GA2103* NAVD 88     -       314.435  (meters)    1031.61   (feet)  ADJUSTED  
 GA2103  ___________________________________________________________________
 GA2103  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GA2103  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2103  DYNAMIC HT  -         314.154 (meters)    1030.69  (feet)  COMP
 GA2103  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 GA2103
 GA2103  HORZ ORDER  -  SECOND
 GA2103  VERT ORDER  -  SECOND    CLASS 0
 GA2103
 GA2103.The horizontal coordinates were established by classical geodetic methods
 GA2103.and adjusted by the National Geodetic Survey in April 1999..
 GA2103
 GA2103.The orthometric height was determined by differential leveling
 GA2103.and adjusted by the National Geodetic Survey in June 1991..
 GA2103
 GA2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2103
 GA2103.The geoid height was determined by GEOID03.
 GA2103
 GA2103.The dynamic height is computed by dividing the NAVD 88
 GA2103.geopotential number by the normal gravity value computed on the
 GA2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2103.degrees latitude (g = 980.6199 gals.).
 GA2103
 GA2103.The modeled gravity was interpolated from observed gravity values.
 GA2103
 GA2103;                    North         East     Units Scale Factor Converg.
 GA2103;SPC TN       -   233,474.449   824,182.259   MT  0.99999914   +1 27 48.4
 GA2103;SPC TN       -   765,990.75  2,704,004.63   sFT  0.99999914   +1 27 48.4
 GA2103;UTM  17      - 4,032,531.931   275,812.454   MT  1.00021928   -1 29 05.1
 GA2103
 GA2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2103!SPC TN       -   0.99995550  x   0.99999914  =   0.99995464
 GA2103!UTM  17      -   0.99995550  x   1.00021928  =   1.00017477
 GA2103
 GA2103|---------------------------------------------------------------------|
 GA2103| PID    Reference Object                     Distance      Geod. Az  |
 GA2103|                                                           dddmmss.s |
 GA2103| DB8743 BIG 33 RM 1                          10.491 METERS 11935     |
 GA2103| GA2101 BIG 33 AZ MK                        APPROX. 1.0 KM 2951831.5 |
 GA2103| DB8744 BIG 33 RM 2                          10.549 METERS 30052     |
 GA2103|---------------------------------------------------------------------|
 GA2103
 GA2103                          SUPERSEDED SURVEY CONTROL
 GA2103
 GA2103  NAD 83(1995)-  36 24 42.56875(N)    083 30 00.99005(W) AD(       ) 2
 GA2103  NAD 83(1995)-  36 24 42.56817(N)    083 30 00.98140(W) AD(       ) 2
 GA2103  NAD 83(1995)-  36 24 42.57393(N)    083 30 00.98871(W) AD(       ) 2
 GA2103  NAD 83(1986)-  36 24 42.57586(N)    083 30 00.98841(W) AD(       ) 2
 GA2103  NAD 27      -  36 24 42.26876(N)    083 30 01.33848(W) AD(       ) 2
 GA2103  NGVD 29 (??/??/??)  314.61   (m)         1032.2    (f) RESET       3  
 GA2103
 GA2103.Superseded values are not recommended for survey control.
 GA2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2103.See file dsdata.txt to determine how the superseded data were derived.
 GA2103
 GA2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7581232532(NAD 83)
 GA2103_MARKER: DD = SURVEY DISK
 GA2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2103_STAMPING: BIG 33 1963
 GA2103_MARK LOGO: TNHD  
 GA2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2103+STABILITY: SURFACE MOTION
 GA2103
 GA2103  HISTORY     - Date     Condition        Report By
 GA2103  HISTORY     - 1963     MONUMENTED       TNHD
 GA2103  HISTORY     - 1963     GOOD             TNGS
 GA2103
 GA2103                          STATION DESCRIPTION
 GA2103
 GA2103'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2103'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF THORN HILL.
 GA2103'
 GA2103'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA2103'NORTHWESTERLY ON U.S.
 GA2103'HIGHWAY 25E FOR 7.2 MILES TO THE STATION ON THE RIGHT JUST
 GA2103'BEFORE REACHING A
 GA2103'CONCRETE BRIDGE.
 GA2103'
 GA2103'THE STATION IS 24 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 GA2103'HIGHWAY 25E, 7 FEET NORTH
 GA2103'OF A GUARD RAIL AND 4.7 FEET SOUTHWEST OF A WITNESS POST.
 GA2103'THE SURFACE AND UNDERGROUND
 GA2103'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA2103'DEPARTMENT DISKS AND ARE STAMPED BIG 33 1963.
 GA2103'THE UNDERGROUND MARK
 GA2103'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN
 GA2103'A 10-INCH
 GA2103'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2103'
 GA2103'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2103'U.S.  HIGHWAY 25E, 13
 GA2103'FEET WEST OF TELEPHONE POLE NO.  120, 8 FEET NORTH OF
 GA2103'A GUARD RAIL AND 3.5 FEET
 GA2103'NORTHWEST OF A HIGHWAY CURVE SIGN.  IT IS A
 GA2103'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2103'SET IN A 10-INCH SQUARE,
 GA2103'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BIG 33 RM-1
 GA2103'1963.
 GA2103'
 GA2103'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2103'U.S.  HIGHWAY 25E AND
 GA2103'7 FEET NORTH OF A GUARD RAIL.  IT IS A STANDARD
 GA2103'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2103'SET IN A 10-INCH SQUARE, FLUSH,
 GA2103'CONCRETE MONUMENT AND THE DISK IS STAMPED BIG 33
 GA2103'RM-2 1963.
 GA2103'
 GA2103'THE AZIMUTH MARK IS 67 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GA2103'U.S.  HIGHWAY 25E,
 GA2103'2.4 FEET NORTHEAST OF A WITNESS POST AND 2 FEET SOUTH OF
 GA2103'A POWER POLE.  IT IS A STANDARD
 GA2103'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2103'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2103'THE DISK IS STAMPED
 GA2103'BIG 33 AZI 1963.
 GA2103'
 GA2103'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ON U.S.
 GA2103'HIGHWAY 25E FOR 0.65 MILE
 GA2103'TO THE AZIMUTH MARK ON THE LEFT.
 GA2103'
 GA2103'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2103
 GA2103                          STATION RECOVERY (1963)
 GA2103
 GA2103'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2103'7.2 MI NW FROM THORN HILL.
 GA2103'FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST ON U.S. HIGHWAY
 GA2103'25E FOR 7.2 MILES TO THE MARK ON THE RIGHT.  THE STATION MARK
 GA2103'IS 24 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 25E, 7 FEET
 GA2103'NORTH OF A GUARD RAIL AND 4.7 FEET SOUTHWEST OF A WITNESS POST.
 GA2103'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2103'IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2101 ***********************************************************************
 GA2101  DESIGNATION -  BIG 33 AZ MK
 GA2101  PID         -  GA2101
 GA2101  STATE/COUNTY-  TN/CLAIBORNE
 GA2101  USGS QUAD   -  TAZEWELL (1971)
 GA2101
 GA2101                         *CURRENT SURVEY CONTROL
 GA2101  ___________________________________________________________________
 GA2101* NAD 83(1995)-  36 24 56.61608(N)    083 30 37.75268(W)     ADJUSTED  
 GA2101* NAVD 88     -       348.357  (meters)    1142.90   (feet)  ADJUSTED  
 GA2101  ___________________________________________________________________
 GA2101  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 GA2101  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2101  DYNAMIC HT  -         348.046 (meters)    1141.88  (feet)  COMP
 GA2101  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 GA2101
 GA2101  HORZ ORDER  -  SECOND
 GA2101  VERT ORDER  -  SECOND    CLASS 0
 GA2101
 GA2101.The horizontal coordinates were established by classical geodetic methods
 GA2101.and adjusted by the National Geodetic Survey in April 1999..
 GA2101
 GA2101.The orthometric height was determined by differential leveling
 GA2101.and adjusted by the National Geodetic Survey in June 1991..
 GA2101
 GA2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2101
 GA2101.The geoid height was determined by GEOID03.
 GA2101
 GA2101.The dynamic height is computed by dividing the NAVD 88
 GA2101.geopotential number by the normal gravity value computed on the
 GA2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2101.degrees latitude (g = 980.6199 gals.).
 GA2101
 GA2101.The modeled gravity was interpolated from observed gravity values.
 GA2101
 GA2101;                    North         East     Units Scale Factor Converg.
 GA2101;SPC TN       -   233,884.048   823,255.560   MT  0.99999983   +1 27 26.9
 GA2101;SPC TN       -   767,334.58  2,700,964.28   sFT  0.99999983   +1 27 26.9
 GA2101;UTM  17      - 4,032,988.753   274,907.848   MT  1.00022429   -1 29 27.4
 GA2101
 GA2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2101!SPC TN       -   0.99995017  x   0.99999983  =   0.99995000
 GA2101!UTM  17      -   0.99995017  x   1.00022429  =   1.00017445
 GA2101
 GA2101                          SUPERSEDED SURVEY CONTROL
 GA2101
 GA2101  NAD 83(1995)-  36 24 56.61896(N)    083 30 37.75493(W) AD(       ) 2
 GA2101  NAD 83(1995)-  36 24 56.61822(N)    083 30 37.74637(W) AD(       ) 2
 GA2101  NAD 83(1995)-  36 24 56.62425(N)    083 30 37.75367(W) AD(       ) 2
 GA2101  NAD 83(1986)-  36 24 56.62618(N)    083 30 37.75337(W) AD(       ) 2
 GA2101  NAD 27      -  36 24 56.32011(N)    083 30 38.10175(W) AD(       ) 2
 GA2101  NGVD 29 (??/??/92)  348.477  (m)         1143.30   (f) ADJ UNCH    2 0
 GA2101
 GA2101.Superseded values are not recommended for survey control.
 GA2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2101.See file dsdata.txt to determine how the superseded data were derived.
 GA2101
 GA2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7490832989(NAD 83)
 GA2101_MARKER: DD = SURVEY DISK
 GA2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2101_STAMPING: BIG 33 AZI 1963
 GA2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2101+STABILITY: SURFACE MOTION
 GA2101
 GA2101  HISTORY     - Date     Condition        Report By
 GA2101  HISTORY     - 1963     MONUMENTED       TNHD
 GA2101  HISTORY     - 1963     GOOD             TNGS
 GA2101
 GA2101                          STATION DESCRIPTION
 GA2101
 GA2101'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2101'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA2101'NORTHWESTERLY ON U.S.
 GA2101'HIGHWAY 25E FOR 7.85 MILES TO BIG 33 AZI ON THE LEFT.
 GA2101'
 GA2101'THE AZIMUTH MARK IS 67 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GA2101'U.S.  HIGHWAY 25E,
 GA2101'2.4 FEET NORTHEAST OF A WITNESS POST AND 2 FEET SOUTH OF
 GA2101'A POWER POLE.  IT IS A STANDARD
 GA2101'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2101'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2101'THE DISK IS STAMPED
 GA2101'BIG 33 AZI 1963.
 GA2101
 GA2101                          STATION RECOVERY (1963)
 GA2101
 GA2101'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2101'6.6 MI NW FROM THORN HILL.
 GA2101'FROM THE POST OFFICE IN THORN HILL, GO NORTHWESTERLY ON U.S.
 GA2101'HIGHWAY 25E FOR 7.85 MILES TO THE MARK ON THE RIGHT.  THE MARK
 GA2101'IS 67 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GA2101'25E, 2.4 FEET NORTHEAST OF A WITNESS POST AND 2 FEET SOUTH OF
 GA2101'A POWER POLE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2101'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2104 ***********************************************************************
 GA2104  DESIGNATION -  BIG 33 RM 1
 GA2104  PID         -  GA2104
 GA2104  STATE/COUNTY-  TN/CLAIBORNE
 GA2104  USGS QUAD   -  TAZEWELL (1971)
 GA2104
 GA2104                         *CURRENT SURVEY CONTROL
 GA2104  ___________________________________________________________________
 GA2104* NAD 83(1986)-  36 24 42.     (N)    083 30 01.     (W)     SCALED    
 GA2104* NAVD 88     -       314.386  (meters)    1031.45   (feet)  ADJUSTED  
 GA2104  ___________________________________________________________________
 GA2104  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2104  DYNAMIC HT  -         314.104 (meters)    1030.52  (feet)  COMP
 GA2104  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 GA2104
 GA2104  VERT ORDER  -  SECOND    CLASS 0
 GA2104
 GA2104.The horizontal coordinates were scaled from a topographic map and have
 GA2104.an estimated accuracy of +/- 6 seconds.
 GA2104
 GA2104.The orthometric height was determined by differential leveling
 GA2104.and adjusted by the National Geodetic Survey in June 1991..
 GA2104
 GA2104.The geoid height was determined by GEOID03.
 GA2104
 GA2104.The dynamic height is computed by dividing the NAVD 88
 GA2104.geopotential number by the normal gravity value computed on the
 GA2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2104.degrees latitude (g = 980.6199 gals.).
 GA2104
 GA2104.The modeled gravity was interpolated from observed gravity values.
 GA2104
 GA2104;                    North         East    Units  Estimated Accuracy
 GA2104;SPC TN       -   233,460.      824,180.      MT  (+/- 180 meters Scaled)
 GA2104
 GA2104                          SUPERSEDED SURVEY CONTROL
 GA2104
 GA2104  NGVD 29 (??/??/92)  314.505  (m)         1031.84   (f) ADJ UNCH    2 0
 GA2104
 GA2104.Superseded values are not recommended for survey control.
 GA2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2104.See file dsdata.txt to determine how the superseded data were derived.
 GA2104
 GA2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA758325(NAD 83)
 GA2104_MARKER: DD = SURVEY DISK
 GA2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2104_STAMPING: BIG 33 RM 1 1963
 GA2104_MARK LOGO: TNHD  
 GA2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2104+STABILITY: SURFACE MOTION
 GA2104
 GA2104  HISTORY     - Date     Condition        Report By
 GA2104  HISTORY     - 1963     MONUMENTED       TNHD
 GA2104
 GA2104                          STATION DESCRIPTION
 GA2104
 GA2104'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2104'7.2 MI NW FROM THORN HILL.
 GA2104'THIS MARK IS LOCATED AT THE BIG 33 1963 STATION SITE, 25 FEET
 GA2104'NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 25E, 13 FEET
 GA2104'WEST OF TELEPHONE POLE NO. 120, 8 FEET NORTH OF A GUARD RAIL,
 GA2104'3.5 FEET NORTHWEST OF A HIGHWAY CURVE SIGN, AND 34 FEET SOUTHEAST
 GA2104'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2104'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2104'FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE STATION BIG 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2102 ***********************************************************************
 GA2102  DESIGNATION -  BIG 33 RM 2
 GA2102  PID         -  GA2102
 GA2102  STATE/COUNTY-  TN/CLAIBORNE
 GA2102  USGS QUAD   -  TAZEWELL (1971)
 GA2102
 GA2102                         *CURRENT SURVEY CONTROL
 GA2102  ___________________________________________________________________
 GA2102* NAD 83(1986)-  36 24 42.     (N)    083 30 01.     (W)     SCALED    
 GA2102* NAVD 88     -       314.384  (meters)    1031.44   (feet)  ADJUSTED  
 GA2102  ___________________________________________________________________
 GA2102  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2102  DYNAMIC HT  -         314.102 (meters)    1030.52  (feet)  COMP
 GA2102  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 GA2102
 GA2102  VERT ORDER  -  SECOND    CLASS 0
 GA2102
 GA2102.The horizontal coordinates were scaled from a topographic map and have
 GA2102.an estimated accuracy of +/- 6 seconds.
 GA2102
 GA2102.The orthometric height was determined by differential leveling
 GA2102.and adjusted by the National Geodetic Survey in June 1991..
 GA2102
 GA2102.The geoid height was determined by GEOID03.
 GA2102
 GA2102.The dynamic height is computed by dividing the NAVD 88
 GA2102.geopotential number by the normal gravity value computed on the
 GA2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2102.degrees latitude (g = 980.6199 gals.).
 GA2102
 GA2102.The modeled gravity was interpolated from observed gravity values.
 GA2102
 GA2102;                    North         East    Units  Estimated Accuracy
 GA2102;SPC TN       -   233,460.      824,180.      MT  (+/- 180 meters Scaled)
 GA2102
 GA2102                          SUPERSEDED SURVEY CONTROL
 GA2102
 GA2102  NGVD 29 (??/??/92)  314.504  (m)         1031.84   (f) ADJ UNCH    2 0
 GA2102
 GA2102.Superseded values are not recommended for survey control.
 GA2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2102.See file dsdata.txt to determine how the superseded data were derived.
 GA2102
 GA2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA758325(NAD 83)
 GA2102_MARKER: DD = SURVEY DISK
 GA2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2102_STAMPING: BIG 33 RM 2 1963
 GA2102_MARK LOGO: TNHD  
 GA2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2102+STABILITY: SURFACE MOTION
 GA2102
 GA2102  HISTORY     - Date     Condition        Report By
 GA2102  HISTORY     - 1963     MONUMENTED       TNHD
 GA2102
 GA2102                          STATION DESCRIPTION
 GA2102
 GA2102'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2102'7.2 MI NW FROM THORN HILL.
 GA2102'THIS MARK IS LOCATED AT THE BIG 33 1963 STATION SITE, 24 FEET
 GA2102'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 25E, 7 FEET NORTH OF A
 GA2102'GUARD RAIL AND 35 FEET NORTHWEST OF THE STATION.  THE MARK IS A
 GA2102'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2102'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2102'NOTE-- FOR DESCR. SEE STATION BIG 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2634 ***********************************************************************
 GB2634  DESIGNATION -  BIG FORK
 GB2634  PID         -  GB2634
 GB2634  STATE/COUNTY-  TN/PICKETT
 GB2634  USGS QUAD   -  SHARP PLACE (1981)
 GB2634
 GB2634                         *CURRENT SURVEY CONTROL
 GB2634  ___________________________________________________________________
 GB2634* NAD 83(1995)-  36 34 21.72030(N)    084 51 53.89867(W)     ADJUSTED  
 GB2634* NAVD 88     -       537.     (meters)    1762.     (feet)  SCALED    
 GB2634  ___________________________________________________________________
 GB2634  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 GB2634  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GB2634
 GB2634  HORZ ORDER  -  FIRST
 GB2634
 GB2634.The horizontal coordinates were established by classical geodetic methods
 GB2634.and adjusted by the National Geodetic Survey in April 1999..
 GB2634
 GB2634.The orthometric height was scaled from a topographic map.
 GB2634
 GB2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2634
 GB2634.The geoid height was determined by GEOID03.
 GB2634
 GB2634;                    North         East     Units Scale Factor Converg.
 GB2634;SPC TN       -   249,052.808   701,594.189   MT  1.00003140   +0 39 52.2
 GB2634;SPC TN       -   817,100.75  2,301,813.60   sFT  1.00003140   +0 39 52.2
 GB2634;SPC KY1Z     - 1,026,943.204 1,579,228.044   MT  1.00016125   +0 32 36.1
 GB2634;SPC KY1Z     - 3,369,229.50  5,181,184.01   sFT  1.00016125   +0 32 36.1
 GB2634;SPC KY S     -   526,934.647   579,217.917   MT  1.00003304   +0 32 12.3
 GB2634;SPC KY S     - 1,728,784.75  1,900,317.45   sFT  1.00003304   +0 32 12.3
 GB2634;UTM  16      - 4,049,593.677   691,037.048   MT  1.00004965   +1 16 21.1
 GB2634
 GB2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2634!SPC TN       -   0.99992034  x   1.00003140  =   0.99995174
 GB2634!SPC KY1Z     -   0.99992034  x   1.00016125  =   1.00008158
 GB2634!SPC KY S     -   0.99992034  x   1.00003304  =   0.99995338
 GB2634!UTM  16      -   0.99992034  x   1.00004965  =   0.99996999
 GB2634
 GB2634:                Primary Azimuth Mark                     Grid Az
 GB2634:SPC TN       -  BIG FORK AZ MK                           103 17 43.7
 GB2634:SPC KY1Z     -  BIG FORK AZ MK                           103 24 59.8
 GB2634:SPC KY S     -  BIG FORK AZ MK                           103 25 23.6
 GB2634:UTM  16      -  BIG FORK AZ MK                           102 41 14.8
 GB2634
 GB2634|---------------------------------------------------------------------|
 GB2634| PID    Reference Object                     Distance      Geod. Az  |
 GB2634|                                                           dddmmss.s |
 GB2634| DB8748 BIG FORK AZ MK                                     1035735.9 |
 GB2634| DB8749 BIG FORK RM 1                        18.901 METERS 14538     |
 GB2634| DB8750 BIG FORK RM 2                        21.123 METERS 22138     |
 GB2634| GB2612 WRIGHT                              APPROX.13.1 KM 2315633.5 |
 GB2634|---------------------------------------------------------------------|
 GB2634
 GB2634                          SUPERSEDED SURVEY CONTROL
 GB2634
 GB2634  NAD 83(1995)-  36 34 21.72028(N)    084 51 53.89857(W) AD(       ) 1
 GB2634  NAD 83(1995)-  36 34 21.73038(N)    084 51 53.90457(W) AD(       ) 1
 GB2634  NAD 83(1986)-  36 34 21.73038(N)    084 51 53.90464(W) AD(       ) 1
 GB2634  NAD 27      -  36 34 21.47400(N)    084 51 54.10900(W) AD(       ) 1
 GB2634
 GB2634.Superseded values are not recommended for survey control.
 GB2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2634.See file dsdata.txt to determine how the superseded data were derived.
 GB2634
 GB2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9103749594(NAD 83)
 GB2634_MARKER: DS = TRIANGULATION STATION DISK
 GB2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2634
 GB2634  HISTORY     - Date     Condition        Report By
 GB2634  HISTORY     - 1935     MONUMENTED       CGS
 GB2634
 GB2634                          STATION DESCRIPTION
 GB2634
 GB2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2634'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL, LOCALLY KNOWN
 GB2634'AS BIG FORK RIDGE, ON THE PROPERTY OF THE STERNS LUMBER COMPANY,
 GB2634'ABOUT 17 MILES S OF MONTICELLO, KENTUCKY, AND 11 MILES NNE OF
 GB2634'JAMESTOWN, TENNESSEE.  IT IS 14.1 FEET W OF A TRIANGULAR-BLAZED
 GB2634'15-INCH OAK AND 16.3 FEET ENE OF A TRIANGULAR-BLAZED 12-INCH OAK.
 GB2634'
 GB2634'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2634'DISKS SET IN CONCRETE.
 GB2634'
 GB2634'REFERENCE MARK NO. 1 IS SE AND NO.2 IS SSW OF THE STATION ON THE TOP
 GB2634'OF THE HILL.
 GB2634'
 GB2634'AZIMUTH MARK IS 125 YARDS NE OF THE STATION ON THE S SIDE OF A WOODS
 GB2634'ROAD, 34 FEET ENE OF A 5-INCH OAK TREE, 40 FEET NNE OF A 16-INCH
 GB2634'BLACK GUM TREE, AND 5 FEET S OF THE CENTER LINE OF THE ROAD.
 GB2634'
 GB2634'TO REACH THE STATION FROM ALBANY, KENTUCKY, GO S ON HIGHWAY 35 TO
 GB2634'STATIC POST OFFICE AT STATE LINE.  HERE, KEEP LEFT ON TENNESSEE
 GB2634'HIGHWAY 28 FOR 19.75 MILES TO T-ROAD TO LEFT (E).  TURN LEFT ON
 GB2634'GRAVEL ROAD AND FOLLOW THIS MAIN GRAVEL ROAD, BEARING LEFT AT ALL
 GB2634'MAIN FORKS, FOR 10.25 MILES TO ARCHED SIGN PICKETT STATE FOREST
 GB2634'ACROSS ROADWAY.  PASS UNDER SIGN AND TURN LEFT ON DIRT ROAD,
 GB2634'FOLLOW THIS ROAD FOR 4.5 MILES TO FORKS AT ROCK CREEK POST OFFICE IN
 GB2634'CAMP 14.  TAKE LEFT FORK AND GO 0.75 MILE TO SHACK ON LEFT.  THE
 GB2634'STATION IS ABOUT 150 YARDS N OF THIS POINT ON HIGHEST PART OF HILL.
 GB2634'
 GB2634'A 77-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1891 ***********************************************************************
 FC1891  DESIGNATION -  BIG HILL
 FC1891  PID         -  FC1891
 FC1891  STATE/COUNTY-  TN/MARION
 FC1891  USGS QUAD   -  WHITE CITY (1974)
 FC1891
 FC1891                         *CURRENT SURVEY CONTROL
 FC1891  ___________________________________________________________________
 FC1891* NAD 83(1995)-  35 09 29.74289(N)    085 39 19.95278(W)     ADJUSTED  
 FC1891* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 FC1891  ___________________________________________________________________
 FC1891  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 FC1891  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1891
 FC1891  HORZ ORDER  -  SECOND
 FC1891
 FC1891.The horizontal coordinates were established by classical geodetic methods
 FC1891.and adjusted by the National Geodetic Survey in April 1999..
 FC1891
 FC1891.The orthometric height was scaled from a topographic map.
 FC1891
 FC1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1891
 FC1891.The geoid height was determined by GEOID03.
 FC1891
 FC1891;                    North         East     Units Scale Factor Converg.
 FC1891;SPC TN       -    91,581.869   631,384.719   MT  1.00001746   +0 12 06.0
 FC1891;SPC TN       -   300,464.85  2,071,468.03   sFT  1.00001746   +0 12 06.0
 FC1891;UTM  16      - 3,891,421.316   622,451.110   MT  0.99978479   +0 46 27.4
 FC1891
 FC1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1891!SPC TN       -   0.99990738  x   1.00001746  =   0.99992484
 FC1891!UTM  16      -   0.99990738  x   0.99978479  =   0.99969219
 FC1891
 FC1891:                Primary Azimuth Mark                     Grid Az
 FC1891:SPC TN       -  BIG HILL AZ MK                           001 47 18.2
 FC1891:UTM  16      -  BIG HILL AZ MK                           001 12 56.8
 FC1891
 FC1891|---------------------------------------------------------------------|
 FC1891| PID    Reference Object                     Distance      Geod. Az  |
 FC1891|                                                           dddmmss.s |
 FC1891| CG5605 BIG HILL AZ MK                                     0015924.2 |
 FC1891| CG5606 BIG HILL RM 1                        20.528 METERS 04525     |
 FC1891| CG5607 BIG HILL RM 2                        27.813 METERS 15343     |
 FC1891|---------------------------------------------------------------------|
 FC1891
 FC1891                          SUPERSEDED SURVEY CONTROL
 FC1891
 FC1891  NAD 83(1995)-  35 09 29.74309(N)    085 39 19.95271(W) AD(       ) 2
 FC1891  NAD 83(1995)-  35 09 29.74324(N)    085 39 19.95386(W) AD(       ) 2
 FC1891  NAD 83(1995)-  35 09 29.74432(N)    085 39 19.95103(W) AD(       ) 2
 FC1891  NAD 83(1986)-  35 09 29.74473(N)    085 39 19.95137(W) AD(       ) 2
 FC1891  NAD 27      -  35 09 29.48100(N)    085 39 20.06900(W) AD(       ) 2
 FC1891
 FC1891.Superseded values are not recommended for survey control.
 FC1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1891.See file dsdata.txt to determine how the superseded data were derived.
 FC1891
 FC1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2245191421(NAD 83)
 FC1891_MARKER: DS = TRIANGULATION STATION DISK
 FC1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1891
 FC1891  HISTORY     - Date     Condition        Report By
 FC1891  HISTORY     - 1934     MONUMENTED       CGS
 FC1891
 FC1891                          STATION DESCRIPTION
 FC1891
 FC1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1891'ABOUT 6 MILES NORTHWEST OF JASPER ON RIDGE KNOWN LOCALLY AS PRYORS
 FC1891'RIDGE AND BIG HILL, BETWEEN DIXON, AND GIZZARD COVES. TO REACH FROM
 FC1891'CHICAGO HOTEL IN SEQUATCHIE, GO NORTHWEST 0.2 MILE ON GRAVEL ROAD TO
 FC1891'2-STORY WHITE HOUSE ON LEFT WITH PICKET FENCE, TURN RIGHT AND GO
 FC1891'ACROSS SMALL BRIDGE, GO 200 YARDS UP STEEP HILL TO NEW
 FC1891'SEQUATCHIE-TRACY CITY ROAD (NOW UNDER CONSTRUCTION), TURN LEFT AND
 FC1891'FOLLOW MAIN-TRAVELED AND VERY ROUGH ROAD 4.65 MILES TO FORKS, TURN
 FC1891'RIGHT AND GO 1.65 MILES UP STEEP HILL TO TRIANGLE-BLAZED 8-INCH OAKS
 FC1891'ON EACH SIDE OF ROAD AND STATION SITE.  STATION IS ABOUT 50 FEET
 FC1891'WEST OF CENTER OF DIM WOODS ROAD AND DIRECTLY IN LINE WITH AND 36.3
 FC1891'FEET WEST-SOUTHWEST OF MORE WESTERLY OF TWO OAKS MENTIONED ABOVE.
 FC1891'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1891'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FC1891'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 13 FEET WEST OF
 FC1891'CENTER OF ROAD AND 67.35 FEET FROM STATION N 45 DEG 25 MIN E.
 FC1891'NO. 2 IS 9 FEET EAST OF CENTER OF ROAD AND 91.25 FEET FROM
 FC1891'STATION S 26 DEG 17 MIN E. AZIMUTH MARK IS 10 FEET
 FC1891'NORTH OF CENTER OF ROAD, 7 FEET NORTH OF TRIANGLE-BLAZED 30-INCH OAK,
 FC1891'AND 0.2 MILE FROM STATION N 01 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2692 ***********************************************************************
 GC2692  DESIGNATION -  BIG ROCK
 GC2692  PID         -  GC2692
 GC2692  STATE/COUNTY-  TN/STEWART
 GC2692  USGS QUAD   -  BUMPUS MILLS (1982)
 GC2692
 GC2692                         *CURRENT SURVEY CONTROL
 GC2692  ___________________________________________________________________
 GC2692* NAD 83(1995)-  36 35 03.82777(N)    087 46 20.47387(W)     ADJUSTED  
 GC2692* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 GC2692  ___________________________________________________________________
 GC2692  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 GC2692  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC2692
 GC2692  HORZ ORDER  -  THIRD
 GC2692
 GC2692.The horizontal coordinates were established by classical geodetic methods
 GC2692.and adjusted by the National Geodetic Survey in April 1999..
 GC2692
 GC2692.The orthometric height was scaled from a topographic map.
 GC2692
 GC2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2692
 GC2692.The geoid height was determined by GEOID03.
 GC2692
 GC2692;                    North         East     Units Scale Factor Converg.
 GC2692;SPC TN       -   251,197.920   441,388.631   MT  1.00003405   -1 02 15.4
 GC2692;SPC TN       -   824,138.51  1,448,122.53   sFT  1.00003405   -1 02 15.4
 GC2692;SPC KY1Z     - 1,029,826.992 1,318,997.728   MT  1.00015668   -1 14 29.9
 GC2692;SPC KY1Z     - 3,378,690.72  4,327,411.71   sFT  1.00015668   -1 14 29.9
 GC2692;SPC KY S     -   529,798.709   319,020.244   MT  1.00003037   -1 13 35.3
 GC2692;SPC KY S     - 1,738,181.26  1,046,652.25   sFT  1.00003037   -1 13 35.3
 GC2692;UTM  16      - 4,049,047.318   430,906.174   MT  0.99965881   -0 27 37.2
 GC2692
 GC2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2692!SPC TN       -   0.99997210  x   1.00003405  =   1.00000615
 GC2692!SPC KY1Z     -   0.99997210  x   1.00015668  =   1.00012878
 GC2692!SPC KY S     -   0.99997210  x   1.00003037  =   1.00000247
 GC2692!UTM  16      -   0.99997210  x   0.99965881  =   0.99963092
 GC2692
 GC2692:                Primary Azimuth Mark                     Grid Az
 GC2692:SPC TN       -  BIG ROCK AZ MK                           047 43 44.0
 GC2692:SPC KY1Z     -  BIG ROCK AZ MK                           047 55 58.5
 GC2692:SPC KY S     -  BIG ROCK AZ MK                           047 55 03.9
 GC2692:UTM  16      -  BIG ROCK AZ MK                           047 09 05.8
 GC2692
 GC2692|---------------------------------------------------------------------|
 GC2692| PID    Reference Object                     Distance      Geod. Az  |
 GC2692|                                                           dddmmss.s |
 GC2692| CG5608 BIG ROCK AZ MK                                     0464128.6 |
 GC2692| GC2691 10 WDL                              218.609 METERS 07112     |
 GC2692| CG5609 BIG ROCK RM 1                        25.352 METERS 23209     |
 GC2692| CG5610 BIG ROCK RM 2                        23.960 METERS 31740     |
 GC2692|---------------------------------------------------------------------|
 GC2692
 GC2692                          SUPERSEDED SURVEY CONTROL
 GC2692
 GC2692  NAD 83(1995)-  36 35 03.82879(N)    087 46 20.47456(W) AD(       ) 3
 GC2692  NAD 83(1995)-  36 35 03.83305(N)    087 46 20.47831(W) AD(       ) 3
 GC2692  NAD 83(1986)-  36 35 03.83711(N)    087 46 20.47649(W) AD(       ) 3
 GC2692  NAD 27      -  36 35 03.65900(N)    087 46 20.40400(W) AD(       ) 3
 GC2692
 GC2692.Superseded values are not recommended for survey control.
 GC2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2692.See file dsdata.txt to determine how the superseded data were derived.
 GC2692
 GC2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3090649047(NAD 83)
 GC2692_MARKER: DS = TRIANGULATION STATION DISK
 GC2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2692
 GC2692  HISTORY     - Date     Condition        Report By
 GC2692  HISTORY     - 1953     MONUMENTED       CGS
 GC2692
 GC2692                          STATION DESCRIPTION
 GC2692
 GC2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2692'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF DOVER AND 4 MILES
 GC2692'SOUTHEAST OF BUMPUS MILLS ON PROPERTY OWNED BY CHARLES GIBBS.
 GC2692'IT IS 53 FEET EAST OF A POWER LINE POLE, 47 FEET SOUTHEAST OF THE
 GC2692'CENTER OF STATE HIGHWAY 120 AND 5 FEET WEST OF A WHITE WITNESS POST.
 GC2692'THE MARK IS FLUSH AND THE DISK IS STAMPED BIG ROCK 1953.
 GC2692'
 GC2692'REFERENCE MARK NO. 1 IS 53 FEET SOUTHWEST OF THE POWER LINE POLE.
 GC2692'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BIG
 GC2692'ROCK NO 1 1953.
 GC2692'
 GC2692'REFERENCE MARK NO. 2 IS 23 FEET NORTHWEST OF THE CENTER OF THE
 GC2692'HIGHWAY AND 1 FOOT SOUTHEAST OF A FENCE LINE.  THE MARK PROJECTS
 GC2692'ABOUT 4 INCHES AND THE DISK IS STAMPED BIG ROCK NO 2 1953.
 GC2692'
 GC2692'10 WDL (USGS) B.M. IS 32 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 120
 GC2692'AND 6 FEET NORTHEAST OF AN 8 INCH OAK TREE.  THE MARK IS A 6 X 6
 GC2692'INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES WITH A BRONZE U.S.
 GC2692'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED WDL 10 1947 670 (FEET
 GC2692'ABOVE SEA LEVEL).
 GC2692'
 GC2692'AZIMUTH MARK IS 17 FEET NORTHWEST OF THE CENTER OF HIGHWAY 120 AND 1
 GC2692'FOOT SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3
 GC2692'INCHES AND THE DISK IS STAMPED BIG ROCK 1953.
 GC2692'
 GC2692'TO REACH THE STATION FROM THE SOUTH END OF A BRIDGE OVER SALINE CREEK
 GC2692'IN BUMPUS MILLS, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 120 FOR
 GC2692'5.6 MILES TO THE TOP OF A HILL AND THE STATION ON THE RIGHT AS
 GC2692'DESCRIBED, CONTINUE EAST ON HIGHWAY FOR 0.1 MILE TO A CURVE AND WDL
 GC2692'10 (USGS) B.M. ON THE RIGHT, CONTINUE NORTHEAST ON HIGHWAY FOR 0.2
 GC2692'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2692'
 GC2692'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2632 ***********************************************************************
 GC2632  DESIGNATION -  BIG SANDY RESET
 GC2632  PID         -  GC2632
 GC2632  STATE/COUNTY-  TN/BENTON
 GC2632  USGS QUAD   -  HARMON CREEK (1973)
 GC2632
 GC2632                         *CURRENT SURVEY CONTROL
 GC2632  ___________________________________________________________________
 GC2632* NAD 83(1995)-  36 12 27.56462(N)    087 58 45.90935(W)     ADJUSTED  
 GC2632* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 GC2632  ___________________________________________________________________
 GC2632  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GC2632  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GC2632
 GC2632  HORZ ORDER  -  SECOND
 GC2632
 GC2632.The horizontal coordinates were established by classical geodetic methods
 GC2632.and adjusted by the National Geodetic Survey in April 1999..
 GC2632
 GC2632.The orthometric height was scaled from a topographic map.
 GC2632
 GC2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2632
 GC2632.The geoid height was determined by GEOID03.
 GC2632
 GC2632;                    North         East     Units Scale Factor Converg.
 GC2632;SPC TN       -   209,756.290   422,014.869   MT  0.99996960   -1 09 31.8
 GC2632;SPC TN       -   688,175.43  1,384,560.45   sFT  0.99996960   -1 09 31.8
 GC2632;UTM  16      - 4,007,425.568   411,957.963   MT  0.99969551   -0 34 42.9
 GC2632
 GC2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2632!SPC TN       -   0.99997342  x   0.99996960  =   0.99994302
 GC2632!UTM  16      -   0.99997342  x   0.99969551  =   0.99966894
 GC2632
 GC2632|---------------------------------------------------------------------|
 GC2632| PID    Reference Object                     Distance      Geod. Az  |
 GC2632|                                                           dddmmss.s |
 GC2632| CG5614 BIG SANDY RM 3                       22.522 METERS 04658     |
 GC2632| GC2605 TURKEY                              APPROX.11.2 KM 0961622.1 |
 GC2632| CG5611 BIG SANDY AZ MK                                    1153109.7 |
 GC2632| CG5612 BIG SANDY RM 1                       24.740 METERS 30253     |
 GC2632| GD1471 BIG SANDY ST FOREST LOT WT 2        APPROX. 5.8 KM 3141933.2 |
 GC2632| CG5613 BIG SANDY RM 2                       26.761 METERS 35551     |
 GC2632|---------------------------------------------------------------------|
 GC2632
 GC2632                          SUPERSEDED SURVEY CONTROL
 GC2632
 GC2632  NAD 83(1995)-  36 12 27.56729(N)    087 58 45.91294(W) AD(       ) 2
 GC2632  NAD 83(1995)-  36 12 27.56745(N)    087 58 45.91551(W) AD(       ) 2
 GC2632  NAD 83(1986)-  36 12 27.57398(N)    087 58 45.91069(W) AD(       ) 2
 GC2632  NAD 27      -  36 12 27.36900(N)    087 58 45.78900(W) AD(       ) 2
 GC2632
 GC2632.Superseded values are not recommended for survey control.
 GC2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2632.See file dsdata.txt to determine how the superseded data were derived.
 GC2632
 GC2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1195807426(NAD 83)
 GC2632_MARKER: DS = TRIANGULATION STATION DISK
 GC2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2632
 GC2632  HISTORY     - Date     Condition        Report By
 GC2632  HISTORY     - 1934     MONUMENTED       CGS
 GC2632  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GC2632  HISTORY     - 1968     GOOD             CGS
 GC2632  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 GC2632
 GC2632                          STATION DESCRIPTION
 GC2632
 GC2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2632'ON SUMMIT OF OBSCURE AND HEAVILY TIMBERED RIDGE ON WEST SIDE OF
 GC2632'TENNESSEE RIVER, 4.8 MILES SOUTHEAST OF BIG SANDY, AND ON SMALL
 GC2632'KNOLL NEAR SOUTH END OF RIDGE.  TO REACH FROM BIG SANDY, GO
 GC2632'SOUTH-SOUTHEAST 0.65 MILE ON STATE ROUTE 69 AND TURN LEFT
 GC2632'(SOUTHEAST) ONTO GRAVEL ROAD, CONTINUE ON THIS MAIN ROAD 7.4 MILES
 GC2632'AND TURN LEFT ONTO FARM ROAD AT ABANDONED HOUSE, CONTINUE 0.4 MILE
 GC2632'TO TREE WITH TRIANGULAR BLAZE ON RIGHT AND ABANDONED HOUSE, TURN
 GC2632'RIGHT ONTO DIM WOODS ROAD, AND GO 1.2 MILES TO DIM
 GC2632'FORK, TAKE LEFT FORK AND CONTINUE 0.15 MILE TO TREE WITH TRIANGULAR
 GC2632'BLAZE ON RIGHT, TURN SHARPLY TO RIGHT UP HILL AND GO
 GC2632'60 YARDS TO
 GC2632'SUMMIT AND STATION SITE WHICH IS 50 YARDS NORTH OF DIM WOODS ROAD, 50
 GC2632'FEET NORTH OF HIGH POINT OF KNOLL, 30 FEET NORTHWEST OF
 GC2632'8-INCH OAK TREE, AND 28 FEET SOUTH OF 28-INCH CHESTNUT STUMP.
 GC2632'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GC2632'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GC2632'REFERENCE DISKS IN CONCRETE.  NO. 1 IS DOWN WEST SLOPE,
 GC2632'NEAR DIM WOODS ROAD TO SOUTH, AND IS 81.45 FEET FROM STATION.
 GC2632'NO. 2 IS DOWN WEST SLOPE OF HILL, 10 FEET
 GC2632'SOUTH OF 6-INCH OAK TREE, AND 87.80 FEET FROM STATION.
 GC2632'AZIMUTH MARK IS IN SMALL CLEARING ON EAST SIDE OF DIM
 GC2632'WOODS ROAD, 40 FEET NORTHEAST OF WARPED OAK TREE, AND 0.15 MILE
 GC2632'FROM STATION.
 GC2632
 GC2632                          STATION RECOVERY (1952)
 GC2632
 GC2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2632'STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE
 GC2632'FOLLOWING.  THE SURFACE MARK WAS DISTURBED AND THE
 GC2632'UNDERGROUND MARK WAS STAMPED LICKED 1934.  REFERENCE MARK NO. 2 HAS
 GC2632'BEEN DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE
 GC2632'FOUND AND SHOULD BE CONSIDERED DESTROYED.  NEW SURFACE MARK,
 GC2632'UNDERGROUND MARK AND REFERENCE MARK WERE SET BY THIS PARTY.  NO
 GC2632'SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.  DIRECTION TO
 GC2632'REFERENCE MARK NO. 1 CHECKED.  DISTANCE TO REFERENCE MARK NO. 1
 GC2632'FAILED TO CHECK.  A COMPLETE NEW DISCRIPTION FOLLOWS.
 GC2632'
 GC2632'STATION IS LOCATED 5 MILES SOUTHEAST OF BIG SANDY AND 2 MILES WEST OF
 GC2632'THE TENNESSEE RIVER ON PROPERTY OWNED BY THE NICKY EXPERIMENTAL
 GC2632'FOREST.  IT IS 40 FEET NORTHWEST OF THE CENTER OF A WOODS ROAD, 39
 GC2632'FEET SOUTHEAST OF THE CENTER OF A WOODS ROAD, 25 FEET SOUTH OF A 6
 GC2632'INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 20 FEET NORTH
 GC2632'OF A 10 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND
 GC2632'5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 GC2632'THE DISK IS STAMPED BIG SANDY 1934 1952.
 GC2632'
 GC2632'REFERENCE MARK NO. 1 IS 81.17 FEET NORTHWEST OF THE STATION.  IT IS
 GC2632'40 FEET NORTHWEST OF THE CENTER OF THE WOODS ROAD AND 3 FEET
 GC2632'SOUTHEAST OF AN 8 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 GC2632'SOUTHEAST SIDE.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 GC2632'BIG SANDY 1934.
 GC2632'
 GC2632'REFERENCE MARK NO. 3 IS 73.89 FEET NORTHEAST OF THE STATION.  IT IS
 GC2632'49 FEET NORTHEAST OF THE 6 INCH OAK TREE WITH THE TRIANGLE BLAZE
 GC2632'ON THE SOUTH SIDE AND 27 FEET NORTHEAST OF THE CENTER OF A WOODS
 GC2632'ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BIG
 GC2632'SANDY NO 3 1934 1952.
 GC2632'
 GC2632'TO REACH THE STATION FROM THE INTERSECTION OF DUNLAP AND MAINE
 GC2632'STREETS, 0.1 MILE SOUTHWEST OF THE RAILROAD STATION IN BIG SANDY,
 GC2632'GO SOUTH ON MAINE STREET FOR 0.7 MILE TO A GRAVEL ROAD LEFT, TURN
 GC2632'LEFT AND GO EAST FOR 0.5 MILE TO A GRAVEL CROSSROAD, CONTINUE AHEAD
 GC2632'FOR 2.5 MILES TO A FORK, TAKE RIGHT FORK AND GO 2.2 MILES TO A GRAVEL
 GC2632'ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 2.8 MILES TO AN 8 INCH OAK
 GC2632'TREE ON THE LEFT WITH A TRIANGLE BLAZE ON THE WEST SIDE AND A SIDE
 GC2632'ROAD LEFT (THIS IS 0.05 MILE AFTER PASSING A HOUSE ON THE LEFT), TURN
 GC2632'LEFT AND FOLLOW WOODS ROAD FOR 1.4 MILE TO THE STATION AS
 GC2632'DESCRIBED.
 GC2632'
 GC2632'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS
 GC2632
 GC2632                          STATION RECOVERY (1968)
 GC2632
 GC2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2632'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 WERE
 GC2632'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK REPORTED NOT
 GC2632'FOUND IN THE 1952 RECOVERY NOTE WAS AGAIN SEARCHED FOR, BUT COULD NOT
 GC2632'BE FOUND AND SHOULD BE CONSIDERED DESTROYED.
 GC2632'
 GC2632'DUE TO CHANGES IN THE ROADS LEADING INTO THE STATION SITE, THE 1952
 GC2632'DESCRIPTION IS NO LONGER ADEQUATE.
 GC2632'
 GC2632'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2632'
 GC2632'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL KNOLL NEAR THE SOUTH
 GC2632'END OF A RATHER OBSCURE AND HEAVILY TIMBERED RIDGE, ABOUT 6 MILES
 GC2632'EAST-SOUTHEAST OF BIG SANDY, 3.5 MILES SOUTH-SOUTHEAST OF THE SMALL
 GC2632'COMMUNITY OF FAXON, 3.5 MILES SOUTHEAST OF THE BIG SANDY
 GC2632'STATE FOREST LOOKOUT TOWER WT 2, AND 1.5 MILES WEST OF THE WEST SHORE
 GC2632'OF KENTUCKY LAKE ON THE TENNESSEE RIVER.
 GC2632'
 GC2632'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO W ALONG
 GC2632'THE SOUTH SIDE OF THE RAILROAD TRACKS FOR ABOUT 150 FEET TO A PAVED
 GC2632'STREET, TURN LEFT AND GO SOUTH ON THE PAVED STREET FOR ABOUT 0.1 OF A
 GC2632'MILE TO THE JUNCTION WITH STATE ROUTE 69 IN A SHARP CURVE.  HERE
 GC2632'CONTINUE SOUTHERLY ON STATE ROUTE 69 FOR 0.6 OF A MILE TO A PAVED
 GC2632'ROAD ON THE LEFT AT SIGNS HARMONS CREEK ROAD AND POINT
 GC2632'MASON ROAD.  HERE TURN LEFT AND
 GC2632'GO EASTERLY ON THE PAVED ROAD FOR 0.4 OF A MILE TO A PAVED
 GC2632'CROSSROAD, CONTINUE EASTERLY ON THE PAVED ROAD FOR 0.7 OF A MILE TO
 GC2632'A PAVED T ROAD LEFT AT POINT WHERE THE ROAD STARTS MAKING A LONG,
 GC2632'SHALLOW CURVE TO THE RIGHT, CONTINUE SOUTHEASTERLY AND EAST
 GC2632'ON THE PAVED ROAD FOR 3.65 MILES TO WHERE THE PAVED ROAD ENDS AT A
 GC2632'GRAVELED T ROAD RIGHT AND A GRAVELED ROAD CONTINUES
 GC2632'STRAIGHT AHEAD, EAST.  HERE TURN RIGHT AND GO
 GC2632'SOUTH-SOUTHEASTERLY ON A GRAVELED ROAD FOR 2.6 MILES
 GC2632'TO A LARGE BUR OAK TREE ON THE RIGHT WITH A ROUND, WHITE MARKER
 GC2632'ATTACHED TO THE NORTH SIDE, AND THE END OF TRUCK TRAVEL.  FROM THIS
 GC2632'POINT PACK NORTHEASTERLY ALONG THE TOP OF A HEAVILY TIMBERED RIDGE
 GC2632'FOR ABOUT 1.0 MILE, THENCE BEAR RIGHT AND PACK EASTERLY FOR ABOUT 0.5
 GC2632'OF A MILE TO A LOW KNOLL ON THE RIGHT AND THE STATION AS
 GC2632'DESCRIBED.  THIS IS ABOUT A 40 MINUTE PACK.
 GC2632'
 GC2632'THE STATION IS 38 FEET EAST OF AN 8-INCH, TRIANGLE BLAZED CHESTNUT
 GC2632'OAK TREE, 38 FEET SOUTH OF AN 8-INCH, TRIANGLE BLAZED CHESTNUT OAK
 GC2632'TREE, 27 FEET NORTH OF AN 8-INCH, TRIANGLE BLAZED WHITE OAK TREE AND
 GC2632'1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GC2632'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GC2632'PROJECTS 3 INCHES AND THE DISK IS STAMPED BIG SANDY 1934 1952.
 GC2632'
 GC2632'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION AND 4.5 FEET
 GC2632'SOUTHEAST OF A 16-INCH, TRIANGLE BLAZED WHITE OAK TREE.  IT IS A
 GC2632'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GC2632'THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED BIG SANDY NO 1
 GC2632'1934.
 GC2632'
 GC2632'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION AND 49 FEET
 GC2632'NORTHEAST OF A 14-INCH, TRIANGLE BLAZED WHITE OAK TREE.  IT IT IS A
 GC2632'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 GC2632'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BIG SANDY NO 3
 GC2632'1934 1952.
 GC2632'
 GC2632'DUE TO NUMEROUS TREES ON LINE, THE REFERENCE MARKS COULD NOT BE
 GC2632'MEASURED BETWEEN.
 GC2632'
 GC2632'NOTE- FOR THIS STATION TO BE DRIVEN TO IN ANY TYPE OF TRUCK WOULD
 GC2632'REQUIRE FINDING A NEW APPROACH INTO THE WOODS AND CONTINUES
 GC2632'CLEARING, AS THE OLD WOODS ROAD IS NOW SO OVERGROWN AS TO BE BEARLY
 GC2632'DISCERNIBLE.
 GC2632'
 GC2632'THE STATION IS NOT ON THE PROPERTY OF THE NICKEY EXPERIMENTAL FOREST
 GC2632'AS STATED IN THE 1952 RECOVERY NOTE.  IT IS ON PUBLIC LAND
 GC2632'ADMINISTERED BY THE BIG SANDY WILDLIFE MANAGMENT AREA.
 GC2632
 GC2632                          STATION RECOVERY (1972)
 GC2632
 GC2632'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2632'BIG SANDY STATION MARK NOT VISITED.
 GC2632'
 GC2632'STA. WAS IN GOOD CONDITION IN 1968-BELIEVE TO BE GOOD THIS DATE AND
 GC2632'SHOULD BE PUBLISHED IN BULLETIN.
 GC2632'
 GC2632'DISTANCE AND DIRECTION FROM NEAREST TOWN 5.0 MI. S. E. OF BIG
 GC2632'SANDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1471 ***********************************************************************
 GD1471  DESIGNATION -  BIG SANDY ST FOREST LOT WT 2
 GD1471  PID         -  GD1471
 GD1471  STATE/COUNTY-  TN/BENTON
 GD1471  USGS QUAD   -  BIG SANDY (1973)
 GD1471
 GD1471                         *CURRENT SURVEY CONTROL
 GD1471  ___________________________________________________________________
 GD1471* NAD 83(1995)-  36 14 38.24417(N)    088 01 31.11473(W)     ADJUSTED  
 GD1471* NAVD 88     -                                                        
 GD1471  ___________________________________________________________________
 GD1471  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GD1471  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GD1471
 GD1471  HORZ ORDER  -  THIRD
 GD1471
 GD1471.The horizontal coordinates were established by classical geodetic methods
 GD1471.and adjusted by the National Geodetic Survey in April 1999..
 GD1471
 GD1471
 GD1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1471
 GD1471.The geoid height was determined by GEOID03.
 GD1471
 GD1471;                    North         East     Units Scale Factor Converg.
 GD1471;SPC TN       -   213,867.688   417,972.434   MT  0.99997392   -1 11 08.5
 GD1471;SPC TN       -   701,664.24  1,371,297.89   sFT  0.99997392   -1 11 08.5
 GD1471;UTM  16      - 4,011,494.740   407,875.237   MT  0.99970457   -0 36 22.4
 GD1471
 GD1471                          SUPERSEDED SURVEY CONTROL
 GD1471
 GD1471  NAD 83(1995)-  36 14 38.24743(N)    088 01 31.11848(W) AD(       ) 4
 GD1471  NAD 83(1995)-  36 14 38.24715(N)    088 01 31.12120(W) AD(       ) 4
 GD1471  NAD 83(1986)-  36 14 38.25344(N)    088 01 31.11592(W) AD(       ) 4
 GD1471  NAD 27      -  36 14 38.05200(N)    088 01 30.99000(W) AD(       ) 3
 GD1471
 GD1471.Superseded values are not recommended for survey control.
 GD1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1471.See file dsdata.txt to determine how the superseded data were derived.
 GD1471
 GD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0787511495(NAD 83)
 GD1471_MARKER: 57 = LOOKOUT TOWER
 GD1471
 GD1471  HISTORY     - Date     Condition        Report By
 GD1471  HISTORY     - 1952     FIRST OBSERVED   CGS
 GD1471  HISTORY     - 1968     GOOD             CGS
 GD1471  HISTORY     - 1986     GOOD             USPSQD
 GD1471
 GD1471                          STATION DESCRIPTION
 GD1471
 GD1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1471'STATION IS THE CENTER OF THE TOP OF THE BIG SANDY, STATE FOREST
 GD1471'LOOKOUT TOWER WT 2, LOCATED ATOP A HIGH HILL, ABOUT 4 MILES EAST OF
 GD1471'BIG SANDY.  IT IS A FOUR LEGGED STEEL STRUCTURE, ABOUT 90 FEET
 GD1471'HIGH, WITH AN ENCLOSED CAB ATOP.
 GD1471'
 GD1471'TO REACH THE STATION FROM THE RAILROAD STATION IN BIG SANDY, GO EAST
 GD1471'ON PAVED ROAD FOR 0.2 MILE TO A T ROAD NORTH, TURN LEFT AND GO NORTH
 GD1471'FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST AND NORTH FOR
 GD1471'0.4 MILE TO A FORK, TAKE RIGHT FORK AND GO 3.4 MILES TO A GRAVEL
 GD1471'ROAD SOUTH, TURN RIGHT, CROSSING RAILROAD TRACKS, AND FOLLOW THE
 GD1471'GRAVEL ROAD FOR 0.8 MILE TO THE TOP OF HILL AND THE LOOKOUT
 GD1471'TOWER.
 GD1471
 GD1471                          STATION RECOVERY (1968)
 GD1471
 GD1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1471'THIS STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1471'INTERSECTED IN 1952.  DUE TO CHANGES IN THE ROADS, THE ORIGINAL
 GD1471'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1471'
 GD1471'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1471'
 GD1471'THE STATION IS LOCATED ATOP A HIGH, HEAVILY TIMBERED HILL ABOUT 4
 GD1471'MILES EAST OF BIG SANDY.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 GD1471'SUPPORTING A GLASS ENCLOSED OBSERVATION CAB AND HAS AN OVER-ALL
 GD1471'HEIGHT OF 90 FEET.  THE POINT INTERSECTED WAS THE TOP AND CENTER
 GD1471'OF THE APEX OF THE ROOF.
 GD1471'
 GD1471'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO EAST
 GD1471'ALONG THE NORTH SIDE OF THE RAILROAD FOR 0.1 OF A MILE TO A
 GD1471'CROSSROAD, HERE TURN LEFT AND GO NORTH AND NORTHEAST ON A PAVED
 GD1471'ROAD FOR 0.5 OF A MILE TO A FORK WHERE LICK CREEK ROAD BEARS LEFT
 GD1471'AND FAXON ROAD BEARS RIGHT.  HERE BEAR RIGHT AND GO EASTERLY
 GD1471'ON FAXON ROAD FOR 3.4 MILES TO A PAVED T ROAD RIGHT, TURN
 GD1471'RIGHT AND GO SOUTH AND SOUTHWESTERLY ON THE PAVED ROAD FOR 0.8
 GD1471'OF A MILE TO THE TOP OF THE HILL AND THE FIRE TOWER IN A SMALL
 GD1471'LANDSCAPED AREA AS DESCRIBED.
 GD1471'
 GD1471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES EAST
 GD1471'OF BIG SANDY.
 GD1471
 GD1471                          STATION RECOVERY (1986)
 GD1471
 GD1471'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1720 ***********************************************************************
 GB1720  DESIGNATION -  BISHOP
 GB1720  PID         -  GB1720
 GB1720  STATE/COUNTY-  TN/PUTNAM
 GB1720  USGS QUAD   -  MONTEREY (1981)
 GB1720
 GB1720                         *CURRENT SURVEY CONTROL
 GB1720  ___________________________________________________________________
 GB1720* NAD 83(1995)-  36 08 30.62136(N)    085 16 38.37799(W)     ADJUSTED  
 GB1720* NAVD 88     -       577.990  (meters)    1896.29   (feet)  ADJUSTED  
 GB1720  ___________________________________________________________________
 GB1720  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 GB1720  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB1720  DYNAMIC HT  -         577.455 (meters)    1894.53  (feet)  COMP
 GB1720  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GB1720
 GB1720  HORZ ORDER  -  SECOND
 GB1720  VERT ORDER  -  SECOND    CLASS 0
 GB1720
 GB1720.The horizontal coordinates were established by classical geodetic methods
 GB1720.and adjusted by the National Geodetic Survey in April 1999..
 GB1720
 GB1720.The orthometric height was determined by differential leveling
 GB1720.and adjusted by the National Geodetic Survey in June 1991..
 GB1720
 GB1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1720
 GB1720.The geoid height was determined by GEOID03.
 GB1720
 GB1720.The dynamic height is computed by dividing the NAVD 88
 GB1720.geopotential number by the normal gravity value computed on the
 GB1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1720.degrees latitude (g = 980.6199 gals.).
 GB1720
 GB1720.The modeled gravity was interpolated from observed gravity values.
 GB1720
 GB1720;                    North         East     Units Scale Factor Converg.
 GB1720;SPC TN       -   200,893.429   665,038.951   MT  0.99996278   +0 25 23.1
 GB1720;SPC TN       -   659,097.86  2,181,881.96   sFT  0.99996278   +0 25 23.1
 GB1720;UTM  16      - 4,001,055.115   654,989.070   MT  0.99989599   +1 00 58.4
 GB1720
 GB1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1720!SPC TN       -   0.99991386  x   0.99996278  =   0.99987664
 GB1720!UTM  16      -   0.99991386  x   0.99989599  =   0.99980986
 GB1720
 GB1720:                Primary Azimuth Mark                     Grid Az
 GB1720:SPC TN       -  BISHOP AZ MK                             026 23 46.6
 GB1720:UTM  16      -  BISHOP AZ MK                             025 48 11.3
 GB1720
 GB1720|---------------------------------------------------------------------|
 GB1720| PID    Reference Object                     Distance      Geod. Az  |
 GB1720|                                                           dddmmss.s |
 GB1720| GB1721 BISHOP AZ MK                                       0264909.7 |
 GB1720| GB2388 MONTEREY MUNICIPAL TANK             APPROX. 1.1 KM 0551844.9 |
 GB1720| GB1718 BISHOP RM 1                          24.003 METERS 11503     |
 GB1720| GB2383 PUTNAM                              APPROX. 5.7 KM 1301842.0 |
 GB1720| GB2387 MONTEREY LOOKOUT TOWER NC 7         APPROX. 2.2 KM 2180543.9 |
 GB1720| GB1719 BISHOP RM 2                          26.057 METERS 25004     |
 GB1720|---------------------------------------------------------------------|
 GB1720
 GB1720                          SUPERSEDED SURVEY CONTROL
 GB1720
 GB1720  NAD 83(1995)-  36 08 30.62462(N)    085 16 38.38021(W) AD(       ) 2
 GB1720  NAD 83(1995)-  36 08 30.62774(N)    085 16 38.38031(W) AD(       ) 2
 GB1720  NAD 83(1986)-  36 08 30.63420(N)    085 16 38.37981(W) AD(       ) 2
 GB1720  NAD 27      -  36 08 30.40610(N)    085 16 38.47790(W) AD(       ) 2
 GB1720  NGVD 29 (??/??/92)  578.006  (m)         1896.34   (f) ADJ UNCH    2 0
 GB1720
 GB1720.Superseded values are not recommended for survey control.
 GB1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1720.See file dsdata.txt to determine how the superseded data were derived.
 GB1720
 GB1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5498901055(NAD 83)
 GB1720_MARKER: DE = TRAVERSE STATION DISK
 GB1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1720_STAMPING: BISHOP 1960
 GB1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1720+STABILITY: SURFACE MOTION
 GB1720
 GB1720  HISTORY     - Date     Condition        Report By
 GB1720  HISTORY     - 1960     MONUMENTED       CGS
 GB1720  HISTORY     - 1960     GOOD             CGS
 GB1720  HISTORY     - 1982     GOOD             NGS
 GB1720
 GB1720                          STATION DESCRIPTION
 GB1720
 GB1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1720'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF MONTEREY, ON THE
 GB1720'PROPERTY OF MR. S.C. BISHOP, AND ABOUT 100 YARDS SOUTHEAST OF MR.
 GB1720'S.C. BISHOP RESIDENCE.
 GB1720'
 GB1720'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE
 GB1720'HIGHWAY 84 IN THE SOUTHWEST SECTION OF MONTEREY, GO WEST, ON U.S.
 GB1720'HIGHWAY 70N FOR 0.3 MILE TO WILDER AVE. ON THE RIGHT. TURN RIGHT, ON
 GB1720'WILDER AVE. AND GO 0.1 MILE TO A FORK,* AND THE STATION ON THE
 GB1720'LEFT ON THE SUMMIT OF A KNOLL.
 GB1720'
 GB1720'*TO REACH THE AZIMUTH MARK FROM THE FORK, KEEP RIGHT, ON THE HARD
 GB1720'SURFACE ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB1720'
 GB1720'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BISHOP 1960,
 GB1720'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 275 FEET SOUTH
 GB1720'OF A FORK IN ROAD, 2.9 FEET WEST OF A WITNESS SIGN, AND SET ALONG THE
 GB1720'SOUTH EDGE OF A CULTIVATED FIELD.
 GB1720'
 GB1720'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BISHOP NO. 1 1960,
 GB1720'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 76.3 FEET EAST
 GB1720'OF A WITNESS SIGN, AND SET ALONG THE SOUTH EDGE OF A CULTIVATED
 GB1720'FIELD.
 GB1720'
 GB1720'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BISHOP NO. 2 1960,
 GB1720'SET IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 86.0 FEET
 GB1720'SOUTHWEST OF A WITNESS SIGN, 12 FEET SOUTH OF A 6-INCH PINE STUMP
 GB1720'PROJECTING 2 FEET, AND ABOUT THE SAME ELEVATION AS THE STATION
 GB1720'MARK.
 GB1720'
 GB1720'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BISHOP 1960, CEMENTED IN
 GB1720'A DRILL HOLE IN A CONCRETE SIDEWALK, AND SET FLUSH. THE
 GB1720'SIDEWALK PROJECTS 8 INCHES ON THE SOUTH SIDE. IT IS 27 FEET SOUTH OF
 GB1720'THE NORTHEAST CORNER OF THE HOUSE PORCH, 23 FEET NORTHWEST OF THE
 GB1720'CENTER OF A HARD SURFACE ROAD, AND 0.08 FOOT NORTH OF THE SOUTH RAIL
 GB1720'OF THE STEPS.
 GB1720'
 GB1720'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 GB1720
 GB1720                          STATION RECOVERY (1960)
 GB1720
 GB1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1720'AT MONTEREY.
 GB1720'FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE HIGHWAY 84 IN
 GB1720'THE SOUTHWEST SECTION OF MONTEREY, GO WEST ON U.S. HIGHWAY 70N
 GB1720'FOR 0.35 MILE TO WILDER AVE. ON THE RIGHT.  TURN RIGHT AND GO 0.1
 GB1720'MILE ON WILDER AVE. TO A FORK AND THE STATION ON THE LEFT ON THE
 GB1720'SUMMIT OF A KNOLL.  THE STATION MARK IS 275 FT. SOUTH OF THE
 GB1720'CENTER OF A FORK IN THE ROAD, 2.9 FT. WEST OF A WITNESS SIGN, AND
 GB1720'SET ALONG THE SOUTH EDGE OF A CULTIVATED FIELD.  THE DISK IS SET
 GB1720'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GB1720
 GB1720                          STATION RECOVERY (1982)
 GB1720
 GB1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (HTA)
 GB1720'BISHOP 1960 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GB1720'AZ MARK NOT FOUND.  BELIEVED COVERED BY CONCRETE.
 GB1720'REF NO. 1 RECOVERED IN GOOD CONDITION.
 GB1720'REF NO. 2 RECOVERED IN GOOD CONDITION.
 GB1720'
 GB1720'DISTANCE AND DIRECTION FROM NEAREST TOWN--SW SECTION OF MONTEREY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1721 ***********************************************************************
 GB1721  DESIGNATION -  BISHOP AZ MK
 GB1721  PID         -  GB1721
 GB1721  STATE/COUNTY-  TN/PUTNAM
 GB1721  USGS QUAD   -  MONTEREY (1981)
 GB1721
 GB1721                         *CURRENT SURVEY CONTROL
 GB1721  ___________________________________________________________________
 GB1721* NAD 83(1986)-  36 08 35.     (N)    085 16 36.     (W)     SCALED    
 GB1721* NAVD 88     -       576.116  (meters)    1890.14   (feet)  ADJUSTED  
 GB1721  ___________________________________________________________________
 GB1721  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB1721  DYNAMIC HT  -         575.584 (meters)    1888.40  (feet)  COMP
 GB1721  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 GB1721
 GB1721  VERT ORDER  -  SECOND    CLASS 0
 GB1721
 GB1721.The horizontal coordinates were scaled from a topographic map and have
 GB1721.an estimated accuracy of +/- 6 seconds.
 GB1721
 GB1721.The orthometric height was determined by differential leveling
 GB1721.and adjusted by the National Geodetic Survey in June 1991..
 GB1721
 GB1721.The geoid height was determined by GEOID03.
 GB1721
 GB1721.The dynamic height is computed by dividing the NAVD 88
 GB1721.geopotential number by the normal gravity value computed on the
 GB1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1721.degrees latitude (g = 980.6199 gals.).
 GB1721
 GB1721.The modeled gravity was interpolated from observed gravity values.
 GB1721
 GB1721;                    North         East    Units  Estimated Accuracy
 GB1721;SPC TN       -   201,030.      665,100.      MT  (+/- 180 meters Scaled)
 GB1721
 GB1721                          SUPERSEDED SURVEY CONTROL
 GB1721
 GB1721  NGVD 29 (??/??/92)  576.132  (m)         1890.19   (f) ADJ UNCH    2 0
 GB1721
 GB1721.Superseded values are not recommended for survey control.
 GB1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1721.See file dsdata.txt to determine how the superseded data were derived.
 GB1721
 GB1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF550011(NAD 83)
 GB1721_MARKER: DZ = AZIMUTH MARK DISK
 GB1721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1721_SP_SET: SIDEWALK
 GB1721_STAMPING: BISHOP 1960
 GB1721_MARK LOGO: CGS   
 GB1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1721
 GB1721  HISTORY     - Date     Condition        Report By
 GB1721  HISTORY     - 1960     MONUMENTED       CGS
 GB1721
 GB1721                          STATION DESCRIPTION
 GB1721
 GB1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1721'AT MONTEREY.
 GB1721'FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE HIGHWAY 84 IN
 GB1721'THE SOUTHWEST SECTION OF MONTEREY, GO WEST ON U.S. HIGHWAY 70N FOR
 GB1721'0.35 MILE TO WILDER AVE. ON THE RIGHT, THEN GO 0.1 MILE NORTHWEST
 GB1721'ON WILDER AVE. TO A FORK, THEN GO 0.1 MILE NORTHEAST ON A PAVED
 GB1721'ROAD.  THE AZIMUTH MARK IS 27 FT. SOUTH OF THE NORTHEAST CORNER
 GB1721'OF THE HOUSE PORCH, 23 FT. NORTHWEST OF THE CENTER OF THE PAVED
 GB1721'ROAD, AND 0.08 FOOT NORTH OF THE SOUTH RAIL OF THE STEPS.  THE
 GB1721'DISK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1718 ***********************************************************************
 GB1718  DESIGNATION -  BISHOP RM 1
 GB1718  PID         -  GB1718
 GB1718  STATE/COUNTY-  TN/PUTNAM
 GB1718  USGS QUAD   -  MONTEREY (1981)
 GB1718
 GB1718                         *CURRENT SURVEY CONTROL
 GB1718  ___________________________________________________________________
 GB1718* NAD 83(1986)-  36 08 30.     (N)    085 16 38.     (W)     SCALED    
 GB1718* NAVD 88     -       576.780  (meters)    1892.32   (feet)  ADJUSTED  
 GB1718  ___________________________________________________________________
 GB1718  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB1718  DYNAMIC HT  -         576.247 (meters)    1890.57  (feet)  COMP
 GB1718  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GB1718
 GB1718  VERT ORDER  -  SECOND    CLASS 0
 GB1718
 GB1718.The horizontal coordinates were scaled from a topographic map and have
 GB1718.an estimated accuracy of +/- 6 seconds.
 GB1718
 GB1718.The orthometric height was determined by differential leveling
 GB1718.and adjusted by the National Geodetic Survey in June 1991..
 GB1718
 GB1718.The geoid height was determined by GEOID03.
 GB1718
 GB1718.The dynamic height is computed by dividing the NAVD 88
 GB1718.geopotential number by the normal gravity value computed on the
 GB1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1718.degrees latitude (g = 980.6199 gals.).
 GB1718
 GB1718.The modeled gravity was interpolated from observed gravity values.
 GB1718
 GB1718;                    North         East    Units  Estimated Accuracy
 GB1718;SPC TN       -   200,870.      665,050.      MT  (+/- 180 meters Scaled)
 GB1718
 GB1718                          SUPERSEDED SURVEY CONTROL
 GB1718
 GB1718  NGVD 29 (??/??/92)  576.797  (m)         1892.37   (f) ADJ UNCH    2 0
 GB1718
 GB1718.Superseded values are not recommended for survey control.
 GB1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1718.See file dsdata.txt to determine how the superseded data were derived.
 GB1718
 GB1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF549010(NAD 83)
 GB1718_MARKER: DR = REFERENCE MARK DISK
 GB1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1718_STAMPING: BISHOP NO 1 1960
 GB1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1718+STABILITY: SURFACE MOTION
 GB1718
 GB1718  HISTORY     - Date     Condition        Report By
 GB1718  HISTORY     - 1960     MONUMENTED       CGS
 GB1718
 GB1718                          STATION DESCRIPTION
 GB1718
 GB1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1718'AT MONTEREY.
 GB1718'THIS MARK IS LOCATED AT THE BISHOP 1960 STATION SITE, 78.7 FT.
 GB1718'EAST OF THE STATION MARK, 76.3 FT. EAST OF A WITNESS SIGN, AND
 GB1718'SET ALONG THE SOUTH EDGE OF A CULTIVATED FIELD.  THE DISK IS SET
 GB1718'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1719 ***********************************************************************
 GB1719  DESIGNATION -  BISHOP RM 2
 GB1719  PID         -  GB1719
 GB1719  STATE/COUNTY-  TN/PUTNAM
 GB1719  USGS QUAD   -  MONTEREY (1981)
 GB1719
 GB1719                         *CURRENT SURVEY CONTROL
 GB1719  ___________________________________________________________________
 GB1719* NAD 83(1986)-  36 08 30.     (N)    085 16 38.     (W)     SCALED    
 GB1719* NAVD 88     -       577.646  (meters)    1895.16   (feet)  ADJUSTED  
 GB1719  ___________________________________________________________________
 GB1719  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB1719  DYNAMIC HT  -         577.112 (meters)    1893.41  (feet)  COMP
 GB1719  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GB1719
 GB1719  VERT ORDER  -  SECOND    CLASS 0
 GB1719
 GB1719.The horizontal coordinates were scaled from a topographic map and have
 GB1719.an estimated accuracy of +/- 6 seconds.
 GB1719
 GB1719.The orthometric height was determined by differential leveling
 GB1719.and adjusted by the National Geodetic Survey in June 1991..
 GB1719
 GB1719.The geoid height was determined by GEOID03.
 GB1719
 GB1719.The dynamic height is computed by dividing the NAVD 88
 GB1719.geopotential number by the normal gravity value computed on the
 GB1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1719.degrees latitude (g = 980.6199 gals.).
 GB1719
 GB1719.The modeled gravity was interpolated from observed gravity values.
 GB1719
 GB1719;                    North         East    Units  Estimated Accuracy
 GB1719;SPC TN       -   200,870.      665,050.      MT  (+/- 180 meters Scaled)
 GB1719
 GB1719                          SUPERSEDED SURVEY CONTROL
 GB1719
 GB1719  NGVD 29 (??/??/92)  577.663  (m)         1895.22   (f) ADJ UNCH    2 0
 GB1719
 GB1719.Superseded values are not recommended for survey control.
 GB1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1719.See file dsdata.txt to determine how the superseded data were derived.
 GB1719
 GB1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF549010(NAD 83)
 GB1719_MARKER: DR = REFERENCE MARK DISK
 GB1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1719_STAMPING: BISHOP NO 2 1960
 GB1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1719+STABILITY: SURFACE MOTION
 GB1719
 GB1719  HISTORY     - Date     Condition        Report By
 GB1719  HISTORY     - 1960     MONUMENTED       CGS
 GB1719
 GB1719                          STATION DESCRIPTION
 GB1719
 GB1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1719'AT MONTEREY.
 GB1719'THIS MARK IS LOCATED AT THE BISHOP 1960 STATION SITE, 85.5 FT.
 GB1719'SOUTHWEST OF THE STATION MARK, 86 FT. SOUTHWEST OF A WITNESS
 GB1719'SIGN, 12 FT. SOUTH OF A 6-INCH PINE STUMP PROJECTING 2 FT.  THE
 GB1719'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1719'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1253 ***********************************************************************
 FE1253  DESIGNATION -  BLACK
 FE1253  PID         -  FE1253
 FE1253  STATE/COUNTY-  TN/SHELBY
 FE1253  USGS QUAD   -  ELLENDALE (1993)
 FE1253
 FE1253                         *CURRENT SURVEY CONTROL
 FE1253  ___________________________________________________________________
 FE1253* NAD 83(1995)-  35 12 07.16501(N)    089 46 32.62509(W)     ADJUSTED  
 FE1253* NAVD 88     -       118.062  (meters)     387.34   (feet)  ADJUSTED  
 FE1253  ___________________________________________________________________
 FE1253  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FE1253  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1253  DYNAMIC HT  -         117.956 (meters)     386.99  (feet)  COMP
 FE1253  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FE1253
 FE1253  HORZ ORDER  -  SECOND
 FE1253  VERT ORDER  -  SECOND    CLASS 0
 FE1253
 FE1253.The horizontal coordinates were established by classical geodetic methods
 FE1253.and adjusted by the National Geodetic Survey in April 1999..
 FE1253
 FE1253.The orthometric height was determined by differential leveling
 FE1253.and adjusted by the National Geodetic Survey in June 1991..
 FE1253
 FE1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1253
 FE1253.The geoid height was determined by GEOID03.
 FE1253
 FE1253.The dynamic height is computed by dividing the NAVD 88
 FE1253.geopotential number by the normal gravity value computed on the
 FE1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1253.degrees latitude (g = 980.6199 gals.).
 FE1253
 FE1253.The modeled gravity was interpolated from observed gravity values.
 FE1253
 FE1253;                    North         East     Units Scale Factor Converg.
 FE1253;SPC TN       -   103,009.790   256,252.006   MT  1.00000882   -2 12 37.7
 FE1253;SPC TN       -   337,957.95    840,720.12   sFT  1.00000882   -2 12 37.7
 FE1253;UTM  16      - 3,898,973.585   247,300.704   MT  1.00038705   -1 36 03.4
 FE1253
 FE1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1253!SPC TN       -   0.99998577  x   1.00000882  =   0.99999459
 FE1253!UTM  16      -   0.99998577  x   1.00038705  =   1.00037281
 FE1253
 FE1253:                Primary Azimuth Mark                     Grid Az
 FE1253:SPC TN       -  BLACK AZ MK                              065 36 44.5
 FE1253:UTM  16      -  BLACK AZ MK                              065 00 10.2
 FE1253
 FE1253|---------------------------------------------------------------------|
 FE1253| PID    Reference Object                     Distance      Geod. Az  |
 FE1253|                                                           dddmmss.s |
 FE1253| FE1256 BLACK AZ MK                         APPROX. 0.8 KM 0632406.8 |
 FE1253| FE1254 BLACK RM 1                           25.435 METERS 07812     |
 FE1253| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX. 8.2 KM 1753930.1 |
 FE1253| FE1255 BLACK RM 2                           27.340 METERS 19413     |
 FE1253| FE2551 ELLENDALE MUNICIPAL TANK            APPROX. 4.9 KM 2791908.2 |
 FE1253|---------------------------------------------------------------------|
 FE1253
 FE1253                          SUPERSEDED SURVEY CONTROL
 FE1253
 FE1253  NAD 83(1995)-  35 12 07.17086(N)    089 46 32.62485(W) AD(       ) 2
 FE1253  NAD 83(1995)-  35 12 07.17156(N)    089 46 32.62545(W) AD(       ) 2
 FE1253  NAD 83(1986)-  35 12 07.17634(N)    089 46 32.62554(W) AD(       ) 2
 FE1253  NAD 27      -  35 12 06.85680(N)    089 46 32.32360(W) AD(       ) 2
 FE1253  NGVD 29 (??/??/??)  118.049  (m)          387.30   (f) ADJUSTED    2 0
 FE1253
 FE1253.Superseded values are not recommended for survey control.
 FE1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1253.See file dsdata.txt to determine how the superseded data were derived.
 FE1253
 FE1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4730198974(NAD 83)
 FE1253_MARKER: DS = TRIANGULATION STATION DISK
 FE1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1253_STAMPING: BLACK 1958
 FE1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1253+STABILITY: SURFACE MOTION
 FE1253
 FE1253  HISTORY     - Date     Condition        Report By
 FE1253  HISTORY     - 1959     MONUMENTED       CGS
 FE1253  HISTORY     - 1959     GOOD             CGS
 FE1253  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1253
 FE1253                          STATION DESCRIPTION
 FE1253
 FE1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1253'THE STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTHEAST OF THE
 FE1253'NORTHEAST EDGE OF MEMPHIS, ABOUT 3-1/2 MILES NORTH OF CORDOVA AND
 FE1253'ABOUT 0.15 MILE SOUTH OF US HIGHWAY 64, ON LAND OWNED BY MR. KERR.
 FE1253'
 FE1253'THE STATION IS A STANDARD DISK STAMPED BLACK 1958 SET IN TOP OF A
 FE1253'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE
 FE1253'THE GROUND.  IT IS 21 FEET WEST OF THE CENTER OF A DIRT DRIVEWAY AND
 FE1253'8 FEET SOUTHWEST OF A FENCE CORNER.
 FE1253'
 FE1253'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLACK NO 1 1958
 FE1253'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1253'ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 FE1253'STATION.  IT IS 60 FEET EAST OF THE CENTER OF A DIRT DRIVEWAY.
 FE1253'
 FE1253'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLACK NO 2 1958
 FE1253'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1253'ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 FE1253'THE STATION.  IT IS 40 FEET WEST OF THE CENTER OF A DIRT DRIVEWAY
 FE1253'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 FE1253'
 FE1253'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK 1958 SET IN TOP OF
 FE1253'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 FE1253'ABOVE THE GROUND.  IT IS 26 FEET NORTH OF A TELEPHONE POLE AND 16
 FE1253'FEET WEST OF THE CENTER OF BRUNSWICK ROAD.
 FE1253'
 FE1253'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE DIRT
 FE1253'DRIVEWAY FOR 0.15 MILE, TURN RIGHT ONTO US HIGHWAY 64 AND GO EAST
 FE1253'FOR 0.4 MILE, TURN LEFT ONTO BRUNSWICK ROAD AND GO NORTH FOR 0.05
 FE1253'MILE TO A TELEPHONE POLE ON THE LEFT, WEST SIDE AND THE AZIMUTH
 FE1253'MARK.
 FE1253'
 FE1253'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 70, 79 AND 64,
 FE1253'ABOUT 4 MILES NORTHEAST OF THE CITY LIMITS OF MEMPHIS, GO EAST
 FE1253'ON US HIGHWAY 64 FOR 3.8 MILES TO A DRIVEWAY ON THE RIGHT AND A WIRE
 FE1253'GATE, TURN RIGHT, PASS THROUGH THE GATE AND FOLLOW THE DIRT
 FE1253'DRIVEWAY SOUTH FOR 0.15 MILE TO A FENCE CORNER AND THE STATION ON THE
 FE1253'RIGHT.
 FE1253
 FE1253                          STATION RECOVERY (1959)
 FE1253
 FE1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1253'5.2 MI E FROM BARTLETT.
 FE1253'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1253'AT BARTLETT, THENCE 3.2 MILES EAST ALONG STAGE 64, THENCE 0.1
 FE1253'MILE SOUTH ALONG A DIRT ROAD LEADING TO A FARM HOUSE, 76.0 FT.
 FE1253'SOUTHEAST OF THE SOUTHEAST CORNER OF THE LEAN TO ON A BARN, 47.0
 FE1253'FT. EAST-SOUTHEAST OF A POWERLINE POLE, 19.0 FT. WEST OF THE
 FE1253'CENTER LINE OF A DIRT ROAD, A C AND GS TRIANGULATION DISK SET IN
 FE1253'TOP OF A CONCRETE POST THAT IS LEVEL WITH THE GROUND.
 FE1253
 FE1253                          STATION RECOVERY (1992)
 FE1253
 FE1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1253'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1534 ***********************************************************************
 FD1534  DESIGNATION -  BLACK
 FD1534  PID         -  FD1534
 FD1534  STATE/COUNTY-  TN/GILES
 FD1534  USGS QUAD   -  MILKY WAY (1988)
 FD1534
 FD1534                         *CURRENT SURVEY CONTROL
 FD1534  ___________________________________________________________________
 FD1534* NAD 83(1995)-  35 18 25.07618(N)    087 06 50.84789(W)     ADJUSTED  
 FD1534* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 FD1534  ___________________________________________________________________
 FD1534  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FD1534  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FD1534
 FD1534  HORZ ORDER  -  SECOND
 FD1534
 FD1534.The horizontal coordinates were established by classical geodetic methods
 FD1534.and adjusted by the National Geodetic Survey in April 1999..
 FD1534
 FD1534.The orthometric height was scaled from a topographic map.
 FD1534
 FD1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1534
 FD1534.The geoid height was determined by GEOID03.
 FD1534
 FD1534;                    North         East     Units Scale Factor Converg.
 FD1534;SPC TN       -   108,601.330   498,678.064   MT  0.99999044   -0 39 08.1
 FD1534;SPC TN       -   356,302.86  1,636,079.61   sFT  0.99999044   -0 39 08.1
 FD1534;UTM  16      - 3,907,091.218   489,624.997   MT  0.99960133   -0 03 57.5
 FD1534
 FD1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1534!SPC TN       -   0.99995350  x   0.99999044  =   0.99994394
 FD1534!UTM  16      -   0.99995350  x   0.99960133  =   0.99955484
 FD1534
 FD1534|---------------------------------------------------------------------|
 FD1534| PID    Reference Object                     Distance      Geod. Az  |
 FD1534|                                                           dddmmss.s |
 FD1534| CG5621 BLACK RM 2                           33.373 METERS 00116     |
 FD1534| CG5620 BLACK RM 1                           50.009 METERS 09254     |
 FD1534| FD1539 PULASKI                             APPROX.13.2 KM 1460359.7 |
 FD1534| CG5619 BLACK AZ MK                                        1863423.8 |
 FD1534|---------------------------------------------------------------------|
 FD1534
 FD1534                          SUPERSEDED SURVEY CONTROL
 FD1534
 FD1534  NAD 83(1995)-  35 18 25.07743(N)    087 06 50.84923(W) AD(       ) 2
 FD1534  NAD 83(1995)-  35 18 25.08280(N)    087 06 50.84875(W) AD(       ) 2
 FD1534  NAD 83(1986)-  35 18 25.08618(N)    087 06 50.84935(W) AD(       ) 2
 FD1534  NAD 27      -  35 18 24.80200(N)    087 06 50.81400(W) AD(       ) 2
 FD1534
 FD1534.Superseded values are not recommended for survey control.
 FD1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1534.See file dsdata.txt to determine how the superseded data were derived.
 FD1534
 FD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8962507091(NAD 83)
 FD1534_MARKER: DS = TRIANGULATION STATION DISK
 FD1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1534
 FD1534  HISTORY     - Date     Condition        Report By
 FD1534  HISTORY     - 1934     MONUMENTED       CGS
 FD1534  HISTORY     - 1962     GOOD             CGS
 FD1534
 FD1534                          STATION DESCRIPTION
 FD1534
 FD1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1534'ABOUT 2.25 MILES SOUTH-SOUTHWEST OF CAMPBELLSVILLE, ON LAND OF W T
 FD1534'BLACK.  TO REACH
 FD1534'FROM COURTHOUSE IN PULASKI, FOLLOW U S ROUTE 31
 FD1534'NORTH 8.8 MILES, TURN WEST ONTO
 FD1534'GRAVEL ROAD THROUGH MILKY WAY DIARY
 FD1534'FARM AND CONTINUE 2.5 MILES TO JUNCTION, TURN
 FD1534'NORTH AND GO 3.9 MILES,
 FD1534'TURN SOUTH ONTO ROUGH DIRT ROAD AND GO 1.4 MILES TO STATION
 FD1534'SITE.  STATION
 FD1534'IS IN NORTHWEST CORNER OF BLACKS BARNYARD, ABOUT 250 YARDS
 FD1534'NORTH OF HIS HOUSE, 93
 FD1534'FEET WEST OF NORTHWEST CORNER OF BARN, 29 FEET
 FD1534'SOUTH OF 12-INCH TREE IN FENCE CORNER,
 FD1534'AND 20 FEET FROM CENTER OF
 FD1534'COUNTY ROAD LEADING TO STATION.  SURFACE AND UNDERGROUND
 FD1534'MARKS ARE
 FD1534'STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE
 FD1534'AND AZIMUTH MARKS
 FD1534'ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD1534'NO 1 IS IN NORTHEAST CORNER OF
 FD1534'BARNYARD, 35 FEET NORTHEAST OF
 FD1534'NORTHEAST CORNER OF BARN, 6 FEET SOUTH OF
 FD1534'NORTHEAST FENCE CORNER, AND
 FD1534'164.07 FEET FROM STATION S 87 DEG 06 MIN E.  NO 2 IS
 FD1534'ON EAST SIDE OF
 FD1534'ROAD, 2 FEET EAST OF FENCE ALONG WEST EDGE OF CULTIVATED
 FD1534'FIELD, AND 109.49 FEET
 FD1534'FROM STATION N 01 DEG 16 MIN E.
 FD1534'DISTANCE BETWEEN REFERENCE MARKS NO 1 AND
 FD1534'NO 2 IS 199.91 FEET.
 FD1534'AZIMUTH MARK IS 135 FEET EAST OF BLACKS HOUSE, 12 FEET OF
 FD1534'CENTER OF ROAD,
 FD1534'2 FEET INSIDE OF FENCED PASTURE, AND 260 YARDS FROM STATION
 FD1534'S 06 DEG 34 MIN W.
 FD1534
 FD1534                          STATION RECOVERY (1962)
 FD1534
 FD1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1534'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1534'THE OLD DESCRIPTION IS NOW
 FD1534'COMPLETELY INADEQUATE.  FOLLOWING IS A NEW AND
 FD1534'COMPLETE DESCRIPTION.
 FD1534'
 FD1534'THE STATION IS ON PROPERTY OF MR W T BLACK ABOUT 2.25 MILES
 FD1534'SOUTH-SOUTHWEST OF
 FD1534'CAMPELLSVELLE.
 FD1534'
 FD1534'TO REACH FROM THE JUNCTIONS OF U S HIGHWAYS NO 31, 31A AND 6A IN
 FD1534'PULASKI, GO WEST ON U S
 FD1534'HIGHWAY 64 FOR 3.0 MILES TO THE SOUTHEAST CORNER OF THE
 FD1534'HILLCREST COUNTRY CLUB AND
 FD1534'WALES STATION ROAD (GILES COUNTY ROAD S
 FD1534'6236) ON THE RIGHT.  HERE TURN RIGHT AND GO
 FD1534'NORTH ON WALES STATION
 FD1534'ROAD FOR FOR 3.6 MILES TO THE WALES POST OFFICE, STORE AND
 FD1534'RAILROAD SIDING
 FD1534'ON THE RIGHT, CONTINUE NORTH ON WALES STATION ROAD FOR 3.7
 FD1534'MILES TO GILES COUNTY
 FD1534'ROAD S 6200, CONTINUE NORTH AND WEST ON COUNTY
 FD1534'ROAD S 6200 FOR 1.7 MILES TO A GRAVELED
 FD1534'T ROAD ON THE LEFT, AN OLD
 FD1534'HOUSE IN THE SOUTHWEST ANGLE AND A SIGN NEW HOPE BAPTIST
 FD1534'CHURCH.  HERE
 FD1534'TURN LEFT ON THIS GRAVELED ROAD AND GO SOUTHERLY ON A WINDING
 FD1534'ROAD FOR 0.55 MILE TO
 FD1534'THE NEW HOPE BAPTIST CHURCH ON THE LEFT,
 FD1534'CONTINUE SOUTHERLY ON GRAVELED ROAD FOR
 FD1534'0.9 MILE TO THE TOP OF THE
 FD1534'HILL, THE FARM BUILDINGS OF W T BLACK ON THE LEFT AND THE
 FD1534'STATION ON THE
 FD1534'RIGHT IN A V FENCE CORNER.
 FD1534'
 FD1534'THE STATION IS 93 FEET WEST OF THE NORTHWEST CORNER OF A BARN, 29
 FD1534'FEET NORTHWEST OF
 FD1534'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 26 FEET
 FD1534'NORTH OF A V FENCE CORNER POST,
 FD1534'19 FEET WEST OF THE CENTER OF A BOARD
 FD1534'GATE, 13 FEET NORTHWEST OF A FENCE, 7 FEET EAST OF
 FD1534'A FENCE, AND 0.9
 FD1534'FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FD1534'SET IN THE TOP OF
 FD1534'A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FD1534'3 INCHES AND THE DISK IS STAMPED
 FD1534'BLACK 1934.
 FD1534'
 FD1534'REFERENCE MARK NO 1 IS 82 FEET NORTHWEST OF A GUYED, UTILITY POLE, 65
 FD1534'FEET SOUTH OF THE NORTH
 FD1534'FENCE OF TEH FARM YARDS, 46 FEET NORTH OF THE
 FD1534'CENTER OF A WOODEN GATE IN BARNLOT
 FD1534'FENCE, 40 FEET EAST-NORTHEAST OF
 FD1534'THE NORTHEAST CORNER OF THE BARN, AND DIRECTLY UNDER
 FD1534'A WOODEN FENCE.
 FD1534'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH,
 FD1534'CONCRETE MONUMENT
 FD1534'AND THE DISK IS STAMPED BLACK NO 1 1934.
 FD1534'
 FD1534'REFERENCE MARK NO 2 IS 109 FEET NORTH OF THE CENTER OF A BOARD GATE,
 FD1534'10 FEET EAST OF THE
 FD1534'APPROXIMATE CENTER OF A LANE AND DIRECTLY UNDER A WOVEN
 FD1534'WIRE FENCE AT THE WEST EDGE OF
 FD1534'A CULTIVATED FIELD.  IT IS A STANDARD
 FD1534'DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH,
 FD1534'CONCRETE MONUMENT AND
 FD1534'THE DISK IS STAMPED BLACK NO 2 1934.
 FD1534'
 FD1534'THE AZIMUTH MARK IS 108 FEET NORTH OF THE CENTER OF A CATTLE GUARD
 FD1534'JUST SOUTH OF WHERE THE
 FD1534'ROAD TURNS WEST, 78 FEET SOUTH OF A POINT IN THE FENCE
 FD1534'DIRECTLY EAST OF A FLIGHT OF
 FD1534'STONE STEPS AND GATE LEADING INTO A
 FD1534'FARMYARD, 12 FEET EAST OF THE APPROXIMATE
 FD1534'CENTER OF THE GRAVELED
 FD1534'ROAD, 1.7 FEET EAST OF A FENCE, AND 0.7 FOOT WEST OF A METAL
 FD1534'WITNESS POST AND
 FD1534'SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FD1534'OF A 10-INCH, SQUARE,
 FD1534'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1534'STAMPED BLACK AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1256 ***********************************************************************
 FE1256  DESIGNATION -  BLACK AZ MK
 FE1256  PID         -  FE1256
 FE1256  STATE/COUNTY-  TN/SHELBY
 FE1256  USGS QUAD   -  ELLENDALE (1993)
 FE1256
 FE1256                         *CURRENT SURVEY CONTROL
 FE1256  ___________________________________________________________________
 FE1256* NAD 83(1995)-  35 12 18.47367(N)    089 46 05.10646(W)     ADJUSTED  
 FE1256* NAVD 88     -       122.940  (meters)     403.35   (feet)  ADJUSTED  
 FE1256  ___________________________________________________________________
 FE1256  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FE1256  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1256  DYNAMIC HT  -         122.829 (meters)     402.98  (feet)  COMP
 FE1256  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 FE1256
 FE1256  HORZ ORDER  -  SECOND
 FE1256  VERT ORDER  -  SECOND    CLASS 0
 FE1256
 FE1256.The horizontal coordinates were established by classical geodetic methods
 FE1256.and adjusted by the National Geodetic Survey in April 1999..
 FE1256
 FE1256.The orthometric height was determined by differential leveling
 FE1256.and adjusted by the National Geodetic Survey in June 1991..
 FE1256
 FE1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1256
 FE1256.The geoid height was determined by GEOID03.
 FE1256
 FE1256.The dynamic height is computed by dividing the NAVD 88
 FE1256.geopotential number by the normal gravity value computed on the
 FE1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1256.degrees latitude (g = 980.6199 gals.).
 FE1256
 FE1256.The modeled gravity was interpolated from observed gravity values.
 FE1256
 FE1256;                    North         East     Units Scale Factor Converg.
 FE1256;SPC TN       -   103,331.221   256,961.004   MT  1.00000822   -2 12 21.6
 FE1256;SPC TN       -   339,012.51    843,046.23   sFT  1.00000822   -2 12 21.6
 FE1256;UTM  16      - 3,899,302.664   248,006.508   MT  1.00038266   -1 35 48.0
 FE1256
 FE1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1256!SPC TN       -   0.99998500  x   1.00000822  =   0.99999322
 FE1256!UTM  16      -   0.99998500  x   1.00038266  =   1.00036766
 FE1256
 FE1256:                Primary Azimuth Mark                     Grid Az
 FE1256:SPC TN       -  BLACK                                    245 36 44.3
 FE1256:UTM  16      -  BLACK                                    245 00 10.7
 FE1256
 FE1256|---------------------------------------------------------------------|
 FE1256| PID    Reference Object                     Distance      Geod. Az  |
 FE1256|                                                           dddmmss.s |
 FE1256| FE1253 BLACK                               APPROX. 0.8 KM 2432422.7 |
 FE1256|---------------------------------------------------------------------|
 FE1256
 FE1256                          SUPERSEDED SURVEY CONTROL
 FE1256
 FE1256  NAD 83(1995)-  35 12 18.47952(N)    089 46 05.10648(W) AD(       ) 2
 FE1256  NAD 83(1995)-  35 12 18.48018(N)    089 46 05.10702(W) AD(       ) 2
 FE1256  NAD 83(1986)-  35 12 18.48504(N)    089 46 05.10692(W) AD(       ) 2
 FE1256  NAD 27      -  35 12 18.16640(N)    089 46 04.80480(W) AD(       ) 2
 FE1256  NGVD 29 (??/??/??)  122.926  (m)          403.30   (f) ADJUSTED    2 0
 FE1256
 FE1256.Superseded values are not recommended for survey control.
 FE1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1256.See file dsdata.txt to determine how the superseded data were derived.
 FE1256
 FE1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4800799303(NAD 83)
 FE1256_MARKER: DZ = AZIMUTH MARK DISK
 FE1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1256_STAMPING: BLACK 1958
 FE1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1256+STABILITY: SURFACE MOTION
 FE1256
 FE1256  HISTORY     - Date     Condition        Report By
 FE1256  HISTORY     - 1959     MONUMENTED       CGS
 FE1256  HISTORY     - 1959     GOOD             CGS
 FE1256  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1256  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1256
 FE1256                          STATION DESCRIPTION
 FE1256
 FE1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1256'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 70, 79 AND 64,
 FE1256'ABOUT 4 MILES NORTHEAST OF THE CITY LIMITS OF MEMPHIS, GO EAST
 FE1256'ON US HIGHWAY 64 FOR 3.8 MILES TO A DRIVEWAY ON THE RIGHT AND A WIRE
 FE1256'GATE, CONTINUE EAST
 FE1256'FOR 0.4 MILE, TURN LEFT ONTO BRUNSWICK ROAD AND GO NORTH FOR 0.05
 FE1256'MILE TO A TELEPHONE POLE ON THE LEFT, WEST SIDE AND THE AZIMUTH
 FE1256'MARK.
 FE1256'
 FE1256'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK 1958 SET IN TOP OF
 FE1256'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 FE1256'ABOVE THE GROUND.  IT IS 26 FEET NORTH OF A TELEPHONE POLE AND 16
 FE1256'FEET WEST OF THE CENTER OF BRUNSWICK ROAD.
 FE1256
 FE1256                          STATION RECOVERY (1959)
 FE1256
 FE1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1256'5.8 MI E FROM BARTLETT.
 FE1256'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1256'AT BARTLETT, THENCE 3.8 MILES EAST ALONG STAGE 64, THENCE 0.1
 FE1256'MILE NORTH ALONG BRUNSWICK RD., 61.0 FT. SOUTH OF A PRIVATE DRIVE,
 FE1256'31.0 FT. NORTH OF A TELEPHONE POLE, 24.0 FT. WEST OF THE CENTER
 FE1256'LINE OF BRUNSWICK RD., A C AND GS AZIMUTH DISK SET IN TOP OF A
 FE1256'CONCRETE POST FLUSH WITH THE GROUND, ABOUT 3.0 FT. ABOVE THE
 FE1256'LEVEL OF THE ROAD.
 FE1256
 FE1256                          STATION RECOVERY (1989)
 FE1256
 FE1256'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1256'MARK NOT FOUND.
 FE1256
 FE1256                          STATION RECOVERY (1992)
 FE1256
 FE1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1256'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1254 ***********************************************************************
 FE1254  DESIGNATION -  BLACK RM 1
 FE1254  PID         -  FE1254
 FE1254  STATE/COUNTY-  TN/SHELBY
 FE1254  USGS QUAD   -  ELLENDALE (1993)
 FE1254
 FE1254                         *CURRENT SURVEY CONTROL
 FE1254  ___________________________________________________________________
 FE1254* NAD 83(1986)-  35 12 06.     (N)    089 46 32.     (W)     SCALED    
 FE1254* NAVD 88     -       118.042  (meters)     387.28   (feet)  ADJUSTED  
 FE1254  ___________________________________________________________________
 FE1254  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1254  DYNAMIC HT  -         117.935 (meters)     386.93  (feet)  COMP
 FE1254  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FE1254
 FE1254  VERT ORDER  -  SECOND    CLASS 0
 FE1254
 FE1254.The horizontal coordinates were scaled from a topographic map and have
 FE1254.an estimated accuracy of +/- 6 seconds.
 FE1254
 FE1254.The orthometric height was determined by differential leveling
 FE1254.and adjusted by the National Geodetic Survey in June 1991..
 FE1254
 FE1254.The geoid height was determined by GEOID03.
 FE1254
 FE1254.The dynamic height is computed by dividing the NAVD 88
 FE1254.geopotential number by the normal gravity value computed on the
 FE1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1254.degrees latitude (g = 980.6199 gals.).
 FE1254
 FE1254.The modeled gravity was interpolated from observed gravity values.
 FE1254
 FE1254;                    North         East    Units  Estimated Accuracy
 FE1254;SPC TN       -   102,970.      256,270.      MT  (+/- 180 meters Scaled)
 FE1254
 FE1254                          SUPERSEDED SURVEY CONTROL
 FE1254
 FE1254  NGVD 29 (??/??/??)  118.028  (m)          387.23   (f) ADJUSTED    2 0
 FE1254
 FE1254.Superseded values are not recommended for survey control.
 FE1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1254.See file dsdata.txt to determine how the superseded data were derived.
 FE1254
 FE1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD473989(NAD 83)
 FE1254_MARKER: DR = REFERENCE MARK DISK
 FE1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1254_STAMPING: BLACK NO 1
 FE1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1254+STABILITY: SURFACE MOTION
 FE1254
 FE1254  HISTORY     - Date     Condition        Report By
 FE1254  HISTORY     - 1958     MONUMENTED       CGS
 FE1254  HISTORY     - 1959     GOOD             CGS
 FE1254  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1254
 FE1254                          STATION DESCRIPTION
 FE1254
 FE1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1254'5.2 MI E FROM BARTLETT.
 FE1254'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1254'AT BARTLETT, THENCE 3.2 MILES EAST ALONG STAGE 64, THENCE 0.1
 FE1254'MILE SOUTH ALONG A DIRT ROAD LEADING TO A FARM HOUSE, 127.0 FT.
 FE1254'SOUTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB, 64.0 FT. EAST
 FE1254'OF THE CENTER LINE OF A DIRT ROAD, A C AND GS TRIANGULATION
 FE1254'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FE1254'THE GROUND, ABOUT 1.0 FT. ABOVE THE LEVEL OF THE ROAD.
 FE1254
 FE1254                          STATION RECOVERY (1992)
 FE1254
 FE1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1254'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1255 ***********************************************************************
 FE1255  DESIGNATION -  BLACK RM 2
 FE1255  PID         -  FE1255
 FE1255  STATE/COUNTY-  TN/SHELBY
 FE1255  USGS QUAD   -  ELLENDALE (1993)
 FE1255
 FE1255                         *CURRENT SURVEY CONTROL
 FE1255  ___________________________________________________________________
 FE1255* NAD 83(1986)-  35 12 07.     (N)    089 46 32.     (W)     SCALED    
 FE1255* NAVD 88     -       118.204  (meters)     387.81   (feet)  ADJUSTED  
 FE1255  ___________________________________________________________________
 FE1255  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1255  DYNAMIC HT  -         118.097 (meters)     387.46  (feet)  COMP
 FE1255  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FE1255
 FE1255  VERT ORDER  -  SECOND    CLASS 0
 FE1255
 FE1255.The horizontal coordinates were scaled from a topographic map and have
 FE1255.an estimated accuracy of +/- 6 seconds.
 FE1255
 FE1255.The orthometric height was determined by differential leveling
 FE1255.and adjusted by the National Geodetic Survey in June 1991..
 FE1255
 FE1255.The geoid height was determined by GEOID03.
 FE1255
 FE1255.The dynamic height is computed by dividing the NAVD 88
 FE1255.geopotential number by the normal gravity value computed on the
 FE1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1255.degrees latitude (g = 980.6199 gals.).
 FE1255
 FE1255.The modeled gravity was interpolated from observed gravity values.
 FE1255
 FE1255;                    North         East    Units  Estimated Accuracy
 FE1255;SPC TN       -   103,000.      256,270.      MT  (+/- 180 meters Scaled)
 FE1255
 FE1255                          SUPERSEDED SURVEY CONTROL
 FE1255
 FE1255  NGVD 29 (??/??/??)  118.190  (m)          387.76   (f) ADJUSTED    2 0
 FE1255
 FE1255.Superseded values are not recommended for survey control.
 FE1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1255.See file dsdata.txt to determine how the superseded data were derived.
 FE1255
 FE1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD473989(NAD 83)
 FE1255_MARKER: DR = REFERENCE MARK DISK
 FE1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1255_STAMPING: BLACK NO 2
 FE1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1255+STABILITY: SURFACE MOTION
 FE1255
 FE1255  HISTORY     - Date     Condition        Report By
 FE1255  HISTORY     - 1958     MONUMENTED       CGS
 FE1255  HISTORY     - 1959     GOOD             CGS
 FE1255  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1255
 FE1255                          STATION DESCRIPTION
 FE1255
 FE1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1255'5.2 MI E FROM BARTLETT.
 FE1255'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1255'AT BARTLETT, THENCE 3.2 MILES EAST ALONG STAGE 64, THENCE 0.1
 FE1255'MILE SOUTH ALONG A DIRT ROAD LEADING TO A FARM HOUSE, 43.0 FT.
 FE1255'NORTH OF A FENCE CORNER, 42.0 FT. SOUTHWEST OF THE CENTER LINE
 FE1255'OF A DIRT ROAD, 1.0 FT. EAST OF A FENCE LINE, A C AND GS REFERENCE
 FE1255'MARK DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND,
 FE1255'ABOUT LEVEL WITH THE ROAD.
 FE1255
 FE1255                          STATION RECOVERY (1992)
 FE1255
 FE1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1255'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3541 ***********************************************************************
 GA3541  DESIGNATION -  BLAINE TV STATION WBIR MAST
 GA3541  PID         -  GA3541
 GA3541  STATE/COUNTY-  TN/KNOX
 GA3541  USGS QUAD   -  LUTTRELL (1988)
 GA3541
 GA3541                         *CURRENT SURVEY CONTROL
 GA3541  ___________________________________________________________________
 GA3541* NAD 83(1995)-  36 08 05.49469(N)    083 43 27.99724(W)     ADJUSTED  
 GA3541* NAVD 88     -                                                        
 GA3541  ___________________________________________________________________
 GA3541  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GA3541  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA3541
 GA3541  HORZ ORDER  -  THIRD
 GA3541
 GA3541.The horizontal coordinates were established by classical geodetic methods
 GA3541.and adjusted by the National Geodetic Survey in April 1999..
 GA3541
 GA3541
 GA3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3541
 GA3541.The geoid height was determined by GEOID03.
 GA3541
 GA3541;                    North         East     Units Scale Factor Converg.
 GA3541;SPC TN       -   202,259.856   804,796.448   MT  0.99996214   +1 19 55.9
 GA3541;SPC TN       -   663,580.88  2,640,403.01   sFT  0.99996214   +1 19 55.9
 GA3541;UTM  17      - 4,002,345.133   254,842.740   MT  1.00034061   -1 36 26.5
 GA3541
 GA3541                          SUPERSEDED SURVEY CONTROL
 GA3541
 GA3541  NAD 83(1995)-  36 08 05.50247(N)    083 43 27.99987(W) AD(       ) 4
 GA3541  NAD 83(1995)-  36 08 05.50346(N)    083 43 27.99791(W) AD(       ) 4
 GA3541  NAD 83(1995)-  36 08 05.50455(N)    083 43 27.99787(W) AD(       ) 4
 GA3541  NAD 83(1986)-  36 08 05.50855(N)    083 43 27.99752(W) AD(       ) 4
 GA3541  NAD 27      -  36 08 05.21600(N)    083 43 28.34700(W) AD(       ) 3
 GA3541
 GA3541.Superseded values are not recommended for survey control.
 GA3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3541.See file dsdata.txt to determine how the superseded data were derived.
 GA3541
 GA3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5484302345(NAD 83)
 GA3541_MARKER: 42 = RADIO/TV MAST
 GA3541
 GA3541  HISTORY     - Date     Condition        Report By
 GA3541  HISTORY     - 1964     FIRST OBSERVED   TNHD
 GA3541  HISTORY     - 20010325 GOOD             USPSQD
 GA3541
 GA3541                          STATION DESCRIPTION
 GA3541
 GA3541'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3541'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF BLAINE.
 GA3541'
 GA3541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11W AND STATE
 GA3541'ROUTE 61 AT BLAINE, GO
 GA3541'1.05 MILES WEST ON STATE ROUTE 61 TO A GRAVELED ROAD ON
 GA3541'THE LEFT, TURN LEFT, SOUTH, AND
 GA3541'GO 0.75 MILE TO A FORK, KEEP TO THE
 GA3541'RIGHT AND CONTINUE SOUTH FOR 0.25 MILE ON ZACHARY
 GA3541'RD.  TO A PAVED
 GA3541'DRIVE ON THE LEFT, TURN LEFT, EAST, AND GO 0.5 MILE EAST AND SOUTH
 GA3541'TO THE TOP OF A
 GA3541'HILL AND THE STATION.
 GA3541'
 GA3541'THE STATION IS A STEEL STRUCTURE, SUPPORTED BY GUY WIRES, PAINTED IN
 GA3541'ALTERNATE COLORS OF RED AND
 GA3541'WHITE WITH AN OVER-ALL HEIGHT OF 1751 FEET.  IT HAS
 GA3541'RED BLINKING LIGHTS THROUGH-OUT IT
 GA3541'AND THE POINT INTERSECTED WAS THE
 GA3541'RED LIGHT AT THE TOP.
 GA3541
 GA3541                          STATION RECOVERY (2001)
 GA3541
 GA3541'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 GA3541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0201 ***********************************************************************
 GC0201  DESIGNATION -  BLEDSOE
 GC0201  PID         -  GC0201
 GC0201  STATE/COUNTY-  TN/SUMNER
 GC0201  USGS QUAD   -  BETHPAGE (1994)
 GC0201
 GC0201                         *CURRENT SURVEY CONTROL
 GC0201  ___________________________________________________________________
 GC0201* NAD 83(1995)-  36 23 51.20892(N)    086 19 51.37325(W)     ADJUSTED  
 GC0201* NAVD 88     -       168.171  (meters)     551.74   (feet)  ADJUSTED  
 GC0201  ___________________________________________________________________
 GC0201  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC0201  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0201  DYNAMIC HT  -         168.034 (meters)     551.29  (feet)  COMP
 GC0201  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GC0201
 GC0201  HORZ ORDER  -  SECOND
 GC0201  VERT ORDER  -  SECOND    CLASS 0
 GC0201
 GC0201.The horizontal coordinates were established by classical geodetic methods
 GC0201.and adjusted by the National Geodetic Survey in April 1999..
 GC0201
 GC0201.The orthometric height was determined by differential leveling
 GC0201.and adjusted by the National Geodetic Survey in June 1991..
 GC0201
 GC0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0201
 GC0201.The geoid height was determined by GEOID03.
 GC0201
 GC0201.The dynamic height is computed by dividing the NAVD 88
 GC0201.geopotential number by the normal gravity value computed on the
 GC0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0201.degrees latitude (g = 980.6199 gals.).
 GC0201
 GC0201.The modeled gravity was interpolated from observed gravity values.
 GC0201
 GC0201;                    North         East     Units Scale Factor Converg.
 GC0201;SPC TN       -   229,078.451   570,312.136   MT  0.99999667   -0 11 37.5
 GC0201;SPC TN       -   751,568.22  1,871,099.07   sFT  0.99999667   -0 11 37.5
 GC0201;UTM  16      - 4,028,252.788   559,997.352   MT  0.99964435   +0 23 49.3
 GC0201
 GC0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0201!SPC TN       -   0.99997821  x   0.99999667  =   0.99997488
 GC0201!UTM  16      -   0.99997821  x   0.99964435  =   0.99962257
 GC0201
 GC0201|---------------------------------------------------------------------|
 GC0201| PID    Reference Object                     Distance      Geod. Az  |
 GC0201|                                                           dddmmss.s |
 GC0201| GC0202 BLEDSOE RM 1                         30.403 METERS 08425     |
 GC0201| GC0199 BLEDSOE AZ MK                                      2715919.0 |
 GC0201| GC0200 BLEDSOE RM 2                         30.863 METERS 28718     |
 GC0201|---------------------------------------------------------------------|
 GC0201
 GC0201                          SUPERSEDED SURVEY CONTROL
 GC0201
 GC0201  NAD 83(1995)-  36 23 51.20985(N)    086 19 51.37456(W) AD(       ) 2
 GC0201  NAD 83(1995)-  36 23 51.21645(N)    086 19 51.37677(W) AD(       ) 2
 GC0201  NAD 83(1986)-  36 23 51.21843(N)    086 19 51.37685(W) AD(       ) 2
 GC0201  NAD 27      -  36 23 51.05250(N)    086 19 51.40900(W) AD(       ) 2
 GC0201  NGVD 29 (??/??/??)  168.26   (m)          552.0    (f) RESET       3  
 GC0201
 GC0201.Superseded values are not recommended for survey control.
 GC0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0201.See file dsdata.txt to determine how the superseded data were derived.
 GC0201
 GC0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5999728253(NAD 83)
 GC0201_MARKER: DD = SURVEY DISK
 GC0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0201_STAMPING: BLEDSOE 1961
 GC0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0201+STABILITY: SURFACE MOTION
 GC0201
 GC0201  HISTORY     - Date     Condition        Report By
 GC0201  HISTORY     - 1961     MONUMENTED       TNHD
 GC0201  HISTORY     - 1961     GOOD             TNHD
 GC0201
 GC0201                          STATION DESCRIPTION
 GC0201
 GC0201'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0201'9.6 MI W FROM HARTSVILLE.
 GC0201'FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE ROUTE 25, GO
 GC0201'WEST ON STATE ROUTE 25 FOR 4.1 MILES TO THE STATION ON THE RIGHT.
 GC0201'THE STATION IS 40 FEET SOUTHEAST OF A TELEPHONE POLE AND 36
 GC0201'FEET NORTH OF THE CENTERLINE OF STATE ROUTE 25.  THE DISK IS
 GC0201'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH
 GC0201'THE GROUND.
 GC0201
 GC0201                          STATION RECOVERY (1961)
 GC0201
 GC0201'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0201'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE JUNCTION OF STATE
 GC0201'ROUTE 10-A AND STATE ROUTE 25 ABOUT 5-1/2 MILES WEST OF HARTSVILLE.
 GC0201'
 GC0201'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE
 GC0201'ROUTE 25, GO WEST ON STATE ROUTE 25 FOR 4.1 MILES TO THE STATION ON
 GC0201'THE RIGHT AS DESCRIBED.
 GC0201'
 GC0201'THE STATION IS 40 FEET SOUTHEAST OF A TELEPHONE POLE AND 36 FEET
 GC0201'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 25.  SURFACE AND
 GC0201'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GC0201'STAMPED BLEDSOE 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC0201'BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 GC0201'FLUSH, CONCRETE MONUMENT.
 GC0201'
 GC0201'REFERENCE MARK NO. 1 IS 56 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC0201'STATE ROUTE 25 AND 6 FEET WEST OF A TELEPHONE POLE.  THE MARK IS A
 GC0201'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC0201'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED BLEDSOE RM-1 1961.
 GC0201'
 GC0201'REFERENCE MARK NO. 2 IS 65 FEET NORTHWEST OF A TELEPHONE POLE AND 55
 GC0201'FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 25.  THE
 GC0201'MARK IS A STANDARD TENNESSEE HIGHWAY DISK SET IN A 10-INCH SQUARE,
 GC0201'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED BLEDSOE RM-2
 GC0201'1961.
 GC0201'
 GC0201'THE AZIMUTH MARK IS 59 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GC0201'ROUTE 25, 4 FEET EAST OF A POWER POLE, 1 FOOT N OF A FENCE, AND
 GC0201'1 FOOT E OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0201'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0201'MONUMENT, AND THE DISK IS STAMPED BLEDSOE AZI 1961.
 GC0201'
 GC0201'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON
 GC0201'STATE ROUTE 25 FOR 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC0201'
 GC0201'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0199 ***********************************************************************
 GC0199  DESIGNATION -  BLEDSOE AZ MK
 GC0199  PID         -  GC0199
 GC0199  STATE/COUNTY-  TN/SUMNER
 GC0199  USGS QUAD   -  BETHPAGE (1994)
 GC0199
 GC0199                         *CURRENT SURVEY CONTROL
 GC0199  ___________________________________________________________________
 GC0199* NAD 83(1986)-  36 23 51.     (N)    086 20 04.     (W)     SCALED    
 GC0199* NAVD 88     -       164.662  (meters)     540.23   (feet)  ADJUSTED  
 GC0199  ___________________________________________________________________
 GC0199  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0199  DYNAMIC HT  -         164.528 (meters)     539.79  (feet)  COMP
 GC0199  MODELED GRAV-     979,814.2   (mgal)                       NAVD 88
 GC0199
 GC0199  VERT ORDER  -  SECOND    CLASS 0
 GC0199
 GC0199.The horizontal coordinates were scaled from a topographic map and have
 GC0199.an estimated accuracy of +/- 6 seconds.
 GC0199
 GC0199.The orthometric height was determined by differential leveling
 GC0199.and adjusted by the National Geodetic Survey in June 1991..
 GC0199
 GC0199.The geoid height was determined by GEOID03.
 GC0199
 GC0199.The dynamic height is computed by dividing the NAVD 88
 GC0199.geopotential number by the normal gravity value computed on the
 GC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0199.degrees latitude (g = 980.6199 gals.).
 GC0199
 GC0199.The modeled gravity was interpolated from observed gravity values.
 GC0199
 GC0199;                    North         East    Units  Estimated Accuracy
 GC0199;SPC TN       -   229,070.      570,000.      MT  (+/- 180 meters Scaled)
 GC0199
 GC0199                          SUPERSEDED SURVEY CONTROL
 GC0199
 GC0199  NGVD 29 (??/??/??)  164.76   (m)          540.6    (f) RESET       3  
 GC0199
 GC0199.Superseded values are not recommended for survey control.
 GC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0199.See file dsdata.txt to determine how the superseded data were derived.
 GC0199
 GC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF596282(NAD 83)
 GC0199_MARKER: DD = SURVEY DISK
 GC0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0199_STAMPING: BLEDSOE AZI 1961
 GC0199_MARK LOGO: TNHD  
 GC0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0199+STABILITY: SURFACE MOTION
 GC0199
 GC0199  HISTORY     - Date     Condition        Report By
 GC0199  HISTORY     - 1961     MONUMENTED       TNHD
 GC0199
 GC0199                          STATION DESCRIPTION
 GC0199
 GC0199'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0199'6 MI W FROM HARTSVILLE.
 GC0199'FROM THE JUNCTION OF STATE ROUTE 10-A AND STATE ROUTE 25, GO
 GC0199'WEST ON STATE ROUTE 25 FOR 4.6 MILES TO THE MARK ON THE LEFT.
 GC0199'THE MARK IS LOCATED 59 FEET SOUTH OF THE CENTERLINE OF STATE
 GC0199'ROUTE 25, 4 FEET EAST OF A POWER POLE, AND 1 FOOT EAST OF A
 GC0199'WITNESS POST.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0199'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0202 ***********************************************************************
 GC0202  DESIGNATION -  BLEDSOE RM 1
 GC0202  PID         -  GC0202
 GC0202  STATE/COUNTY-  TN/SUMNER
 GC0202  USGS QUAD   -  BETHPAGE (1994)
 GC0202
 GC0202                         *CURRENT SURVEY CONTROL
 GC0202  ___________________________________________________________________
 GC0202* NAD 83(1986)-  36 23 51.     (N)    086 19 51.     (W)     SCALED    
 GC0202* NAVD 88     -       169.103  (meters)     554.80   (feet)  ADJUSTED  
 GC0202  ___________________________________________________________________
 GC0202  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0202  DYNAMIC HT  -         168.965 (meters)     554.35  (feet)  COMP
 GC0202  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GC0202
 GC0202  VERT ORDER  -  SECOND    CLASS 0
 GC0202
 GC0202.The horizontal coordinates were scaled from a topographic map and have
 GC0202.an estimated accuracy of +/- 6 seconds.
 GC0202
 GC0202.The orthometric height was determined by differential leveling
 GC0202.and adjusted by the National Geodetic Survey in June 1991..
 GC0202
 GC0202.The geoid height was determined by GEOID03.
 GC0202
 GC0202.The dynamic height is computed by dividing the NAVD 88
 GC0202.geopotential number by the normal gravity value computed on the
 GC0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0202.degrees latitude (g = 980.6199 gals.).
 GC0202
 GC0202.The modeled gravity was interpolated from observed gravity values.
 GC0202
 GC0202;                    North         East    Units  Estimated Accuracy
 GC0202;SPC TN       -   229,070.      570,320.      MT  (+/- 180 meters Scaled)
 GC0202
 GC0202                          SUPERSEDED SURVEY CONTROL
 GC0202
 GC0202  NGVD 29 (??/??/92)  169.170  (m)          555.02   (f) ADJ UNCH    2 0
 GC0202
 GC0202.Superseded values are not recommended for survey control.
 GC0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0202.See file dsdata.txt to determine how the superseded data were derived.
 GC0202
 GC0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF600282(NAD 83)
 GC0202_MARKER: DD = SURVEY DISK
 GC0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0202_STAMPING: BLEDSOE RM-1 1961
 GC0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0202+STABILITY: SURFACE MOTION
 GC0202
 GC0202  HISTORY     - Date     Condition        Report By
 GC0202  HISTORY     - 1961     MONUMENTED       TNHD
 GC0202
 GC0202                          STATION DESCRIPTION
 GC0202
 GC0202'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0202'5.5 MI W FROM HARTSVILLE.
 GC0202'THIS MARK IS LOCATED AT THE BLEDSOE 1961 STATION SITE, 56 FEET
 GC0202'NORTH OF THE STATE ROUTE 25, 6 FEET WEST OF A TELEPHONE POLE
 GC0202'AND 100 FEET EAST OF THE STATION.  THE MARK IS SET IN TOP OF A
 GC0202'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0200 ***********************************************************************
 GC0200  DESIGNATION -  BLEDSOE RM 2
 GC0200  PID         -  GC0200
 GC0200  STATE/COUNTY-  TN/SUMNER
 GC0200  USGS QUAD   -  BETHPAGE (1994)
 GC0200
 GC0200                         *CURRENT SURVEY CONTROL
 GC0200  ___________________________________________________________________
 GC0200* NAD 83(1986)-  36 23 51.     (N)    086 19 51.     (W)     SCALED    
 GC0200* NAVD 88     -       168.332  (meters)     552.27   (feet)  ADJUSTED  
 GC0200  ___________________________________________________________________
 GC0200  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0200  DYNAMIC HT  -         168.195 (meters)     551.82  (feet)  COMP
 GC0200  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GC0200
 GC0200  VERT ORDER  -  SECOND    CLASS 0
 GC0200
 GC0200.The horizontal coordinates were scaled from a topographic map and have
 GC0200.an estimated accuracy of +/- 6 seconds.
 GC0200
 GC0200.The orthometric height was determined by differential leveling
 GC0200.and adjusted by the National Geodetic Survey in June 1991..
 GC0200
 GC0200.The geoid height was determined by GEOID03.
 GC0200
 GC0200.The dynamic height is computed by dividing the NAVD 88
 GC0200.geopotential number by the normal gravity value computed on the
 GC0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0200.degrees latitude (g = 980.6199 gals.).
 GC0200
 GC0200.The modeled gravity was interpolated from observed gravity values.
 GC0200
 GC0200;                    North         East    Units  Estimated Accuracy
 GC0200;SPC TN       -   229,070.      570,320.      MT  (+/- 180 meters Scaled)
 GC0200
 GC0200                          SUPERSEDED SURVEY CONTROL
 GC0200
 GC0200  NGVD 29 (??/??/92)  168.399  (m)          552.49   (f) ADJ UNCH    2 0
 GC0200
 GC0200.Superseded values are not recommended for survey control.
 GC0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0200.See file dsdata.txt to determine how the superseded data were derived.
 GC0200
 GC0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF600282(NAD 83)
 GC0200_MARKER: DD = SURVEY DISK
 GC0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0200_STAMPING: BLEDSOE RM 2 1961
 GC0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0200+STABILITY: SURFACE MOTION
 GC0200
 GC0200  HISTORY     - Date     Condition        Report By
 GC0200  HISTORY     - 1961     MONUMENTED       TNHD
 GC0200
 GC0200                          STATION DESCRIPTION
 GC0200
 GC0200'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0200'5.5 MI W FROM HARTSVILLE.
 GC0200'THIS MARK IS LOCATED AT THE BLEDSOE 1961 STATION SITE, 65 FEET
 GC0200'NORTHWEST OF A TELEPHONE POLE, 55 FEET NORTH OF THE CENTERLINE
 GC0200'OF STATE ROUTE 25 AND 101.3 FEET WEST OF THE STATION.  THE DISK
 GC0200'IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH
 GC0200'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3437 ***********************************************************************
 GA3437  DESIGNATION -  BLOCK CITY FIRST BAPTIST CH
 GA3437  PID         -  GA3437
 GA3437  STATE/COUNTY-  TN/HAWKINS
 GA3437  USGS QUAD   -  CHURCH HILL (1991)
 GA3437
 GA3437                         *CURRENT SURVEY CONTROL
 GA3437  ___________________________________________________________________
 GA3437* NAD 83(1995)-  36 32 21.12705(N)    082 40 22.24528(W)     ADJUSTED  
 GA3437* NAVD 88     -                                                        
 GA3437  ___________________________________________________________________
 GA3437  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GA3437  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3437
 GA3437  HORZ ORDER  -  THIRD
 GA3437
 GA3437.The horizontal coordinates were established by classical geodetic methods
 GA3437.and adjusted by the National Geodetic Survey in April 1999..
 GA3437
 GA3437
 GA3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3437
 GA3437.The geoid height was determined by GEOID03.
 GA3437
 GA3437;                    North         East     Units Scale Factor Converg.
 GA3437;SPC TN       -   249,810.267   897,882.837   MT  1.00002403   +1 56 52.3
 GA3437;SPC TN       -   819,585.85  2,945,803.94   sFT  1.00002403   +1 56 52.3
 GA3437;UTM  17      - 4,045,058.227   350,257.146   MT  0.99987626   -0 59 46.1
 GA3437
 GA3437                          SUPERSEDED SURVEY CONTROL
 GA3437
 GA3437  NAD 83(1995)-  36 32 21.12782(N)    082 40 22.24658(W) AD(       ) 4
 GA3437  NAD 83(1995)-  36 32 21.12942(N)    082 40 22.25989(W) AD(       ) 4
 GA3437  NAD 83(1995)-  36 32 21.13305(N)    082 40 22.24773(W) AD(       ) 4
 GA3437  NAD 83(1986)-  36 32 21.13421(N)    082 40 22.24812(W) AD(       ) 4
 GA3437  NAD 27      -  36 32 20.77832(N)    082 40 22.67239(W) AD(       ) 3
 GA3437
 GA3437.Superseded values are not recommended for survey control.
 GA3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3437.See file dsdata.txt to determine how the superseded data were derived.
 GA3437
 GA3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5025745058(NAD 83)
 GA3437_MARKER: 90 = CHURCH SPIRE
 GA3437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3437+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 GA3437
 GA3437  HISTORY     - Date     Condition        Report By
 GA3437  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3437  HISTORY     - 20030909 GOOD             GEOCAC
 GA3437
 GA3437                          STATION DESCRIPTION
 GA3437
 GA3437'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3437'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF CHURCH HILL.
 GA3437'
 GA3437'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 2.5
 GA3437'MILES EAST ON U.S.  HIGHWAY
 GA3437'11W TO HAMILTON ST.  ON THE LEFT, TURN LEFT AND GO 0.2
 GA3437'MILE NORTH ON HAMILTON ST.  TO
 GA3437'THE STATION ON THE RIGHT.
 GA3437'
 GA3437'IT IS A RED BRICK BUILDING, TRIMMED IN WHITE, WITH A DARK BLUE ROOF.
 GA3437'IT HAS A SMALL BELL TOWER
 GA3437'IN THE FRONT (COVERED WITH ALUMINUM) WITH AN
 GA3437'OVER-ALL HEIGHT OF ABOUT 55 FEET.
 GA3437'THE POINT INTERSECTED WAS THE
 GA3437'CROSS AT THE TOP OF THE SPIRE.
 GA3437
 GA3437                          STATION RECOVERY (2003)
 GA3437
 GA3437'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2536 ***********************************************************************
 GB2536  DESIGNATION -  BLUE
 GB2536  PID         -  GB2536
 GB2536  STATE/COUNTY-  TN/ANDERSON
 GB2536  USGS QUAD   -  NORRIS (1990)
 GB2536
 GB2536                         *CURRENT SURVEY CONTROL
 GB2536  ___________________________________________________________________
 GB2536* NAD 83(1995)-  36 08 23.33057(N)    084 03 49.27448(W)     ADJUSTED  
 GB2536* NAVD 88     -       404.1    (meters)    1326.     (feet)  VERTCON   
 GB2536  ___________________________________________________________________
 GB2536  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 GB2536  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB2536
 GB2536  HORZ ORDER  -  SECOND
 GB2536
 GB2536.The horizontal coordinates were established by classical geodetic methods
 GB2536.and adjusted by the National Geodetic Survey in April 1999..
 GB2536
 GB2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2536
 GB2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2536
 GB2536.The geoid height was determined by GEOID03.
 GB2536
 GB2536;                    North         East     Units Scale Factor Converg.
 GB2536;SPC TN       -   202,152.491   774,258.514   MT  0.99996260   +1 08 00.9
 GB2536;SPC TN       -   663,228.63  2,540,213.14   sFT  0.99996260   +1 08 00.9
 GB2536;UTM  16      - 4,003,450.849   764,210.457   MT  1.00046022   +1 43 57.8
 GB2536;UTM  17      - 4,003,805.196   224,325.040   MT  1.00053650   -1 48 28.7
 GB2536
 GB2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2536!SPC TN       -   0.99994138  x   0.99996260  =   0.99990399
 GB2536!UTM  16      -   0.99994138  x   1.00046022  =   1.00040158
 GB2536!UTM  17      -   0.99994138  x   1.00053650  =   1.00047785
 GB2536
 GB2536|---------------------------------------------------------------------|
 GB2536| PID    Reference Object                     Distance      Geod. Az  |
 GB2536|                                                           dddmmss.s |
 GB2536| GB2537 BLUEBIRD LOOKOUT TOWER NC 43         13.698 METERS 05449     |
 GB2536| DB8786 BLUE RM 2                             8.601 METERS 11521     |
 GB2536| GB0701 CARDEN                              APPROX. 6.8 KM 3235033.8 |
 GB2536|---------------------------------------------------------------------|
 GB2536
 GB2536                          SUPERSEDED SURVEY CONTROL
 GB2536
 GB2536  NAD 83(1995)-  36 08 23.33547(N)    084 03 49.27674(W) AD(       ) 2
 GB2536  NAD 83(1995)-  36 08 23.33600(N)    084 03 49.27633(W) AD(       ) 2
 GB2536  NAD 83(1986)-  36 08 23.34286(N)    084 03 49.27305(W) AD(       ) 2
 GB2536  NAD 27      -  36 08 23.05980(N)    084 03 49.57790(W) AD(       ) 2
 GB2536  NGVD 29 (07/19/86)  404.2    (m)         1326.     (f) VERT ANG       
 GB2536
 GB2536.Superseded values are not recommended for survey control.
 GB2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2536.See file dsdata.txt to determine how the superseded data were derived.
 GB2536
 GB2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6421003451(NAD 83)
 GB2536_MARKER: DE = TRAVERSE STATION DISK
 GB2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2536
 GB2536  HISTORY     - Date     Condition        Report By
 GB2536  HISTORY     - 1961     MONUMENTED       CGS
 GB2536  HISTORY     - 1973     GOOD             TVA
 GB2536  HISTORY     - 1975     GOOD             NGS
 GB2536  HISTORY     - 1979     GOOD             NGS
 GB2536
 GB2536                          STATION DESCRIPTION
 GB2536
 GB2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2536'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF NORRIS AND ABOUT 3
 GB2536'MILES NORTHEAST OF
 GB2536'CLINTON ON BLUEBIRD RIDGE AT THE TENNESSEE FORESTRY
 GB2536'SERVICE LOOKOUT TOWER NO.
 GB2536'NC43.
 GB2536'
 GB2536'TO REACH THE STATION FROM THE SCHOOLHOUSE IN CLAXTON, WHICH IS ABOUT
 GB2536'13 MILES NORTH OF
 GB2536'KNOXVILLE ON U.  S.  HIGHWAY 25W, GO NORTH ON U.  S.
 GB2536'HIGHWAY 25W FOR 1.5 MILES
 GB2536'TO WOLF VALLEY ROAD ON THE RIGHT, TURN
 GB2536'RIGHT AND GO 2.55 MILES TO A SIDE ROAD ON
 GB2536'THE LEFT, TURN LEFT AND GO
 GB2536'2.75 MILES TO A T ROAD, TURN RIGHT AND GO 1.6 MILES TO A
 GB2536'SIDE ROAD ON THE
 GB2536'LEFT AND A SIGN, FIRE TOWER, TURN LEFT AND GO 0.2 MILE TO A FORK,
 GB2536'KEEP RIGHT AND GO 0.6
 GB2536'MILE, PASSING THROUGH 2 GATES, TO THE FIRE
 GB2536'TOWER AND THE STATION.
 GB2536'
 GB2536'THE STATION IS 32 FEET WEST OF THE SOUTHWEST LEG OF FIRE TOWER AND
 GB2536'3.4 FEET SOUTH OF A
 GB2536'WITNESS POST.  IT IS A STANDARD TRAVERSE DISK, PROJECTING
 GB2536'2 INCHES, AND IS STAMPED BLUE
 GB2536'1961.
 GB2536'
 GB2536'REFERENCE MARK NO. 1 IS SET UNDER THE FIRE TOWER.  IT IS A STANDARD
 GB2536'DISK, FLUSH, AND IS
 GB2536'STAMPED BLUE NO 1 1961.
 GB2536'
 GB2536'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE SOUTHWEST LEG OF FIRE
 GB2536'TOWER.  IT IS A STANDARD
 GB2536'DISK, PROJECTING 2 INCHES, AND IS STAMPED BLUE NO 2
 GB2536'1961.
 GB2536'
 GB2536'TRAVERSE STATION CARDEN WILL SERVE AS THE AZIMUTH MARK.
 GB2536'
 GB2536'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2536
 GB2536                          STATION RECOVERY (1973)
 GB2536
 GB2536'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (BJ)
 GB2536'BLUE FOUND IN GOOD CONDITION.
 GB2536'
 GB2536'BLUE 1961 FOUND STAMPED ON THE POINT.
 GB2536'
 GB2536'STA. IS IN GOOD CONDITION.  DESCRIPTION IS O. K.
 GB2536'REF. NO. 1 IS IN GOOD COND.
 GB2536'REF. NO. 2 IS DESTROYED BY CONSTRUCTION OF NEW BLDG.
 GB2536'STA IS 16.7 WEST FROM SW COR. OF BLDG.
 GB2536'
 GB2536'DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MI NE OF CLINTON.
 GB2536
 GB2536                          STATION RECOVERY (1975)
 GB2536
 GB2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GB2536'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GB2536'REFERENCE MARK 2 WAS REPORTED AS BEING DESTROYED BY CONSTRUCTION OF
 GB2536'A NEW BUILDING BUT THIS WAS FOUND TO BE IN ERROR.  THE MARK WAS
 GB2536'FOUND TO BE ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND WITH A TILE
 GB2536'OVER IT.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GB2536'
 GB2536'THE STATION MARK IS 17 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 GB2536'BUILDING AND 22 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 GB2536'BUILDING.
 GB2536'
 GB2536'REFERENCE MARK 2 IS 12 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 GB2536'BUILDING AND 4 FEET SOUTHWEST OF THE SOUTHWEST WALL OF THE BUILDING.
 GB2536'
 GB2536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GB2536'NORTHEAST OF CLINTON.
 GB2536
 GB2536                          STATION RECOVERY (1979)
 GB2536
 GB2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GB2536'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GB2536'LINE OF SIGHT TO BOTH REFERENCE MARKS IS OBSTRUCTED BY A
 GB2536'BUILDING.  REFERENCE MARKS 3 AND 4 WERE SET BUT NOT TIED IN TO
 GB2536'ANY AZIMUTH OBJECT DUE TO TREES AND BRUSH AT THE SITE.  A NEW
 GB2536'DESCRIPTION FOLLOWS.
 GB2536'
 GB2536'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF CLINTON, AT THE
 GB2536'TENN. FORESTRY SERVICE LOOKOUT TOWER NC 43, 32 FEET WEST OF
 GB2536'SOUTHWEST LEG OF THE TOWER, 45 FEET SOUTHWEST OF THE NORTHWEST LEG
 GB2536'OF THE TOWER, 22 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 GB2536'BUILDING AND 17 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 GB2536'BUILDING.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GB2536'STAMPED---BLUE 1961---.
 GB2536'
 GB2536'TO REACH THE STATION FROM THE CLAXTON SCHOOL, GO NORTH ON
 GB2536'U.S. HIGHWAY 25 W FOR 1.5 MILES TO WOLF VALLEY ROAD ON THE
 GB2536'RIGHT.  TURN RIGHT ON WOLF VALLEY ROAD AND GO FOR 2.55 MILES TO A
 GB2536'ROAD LEFT.  TURN LEFT AND GO FOR 2.75 MILES TO A T-ROAD.  TURN RIGHT
 GB2536'AND GO FOR 1.6 MILES TO A GRAVELED ROAD AND A SIGN---FIRE TOWER---ON
 GB2536'THE LEFT.  TURN LEFT ON GRAVEL ROAD AND GO 0.2 MILE TO A ROAD
 GB2536'FORK.  TAKE THE RIGHT FORK AND GO 0.6 MILE TO THE FIRE TOWER AND
 GB2536'THE STATION.
 GB2536'
 GB2536'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP
 GB2536'AND NORTHWEST CORNER OF THE CONCRETE BASE OF THE NORTHWEST LEG OF
 GB2536'THE TOWER AND IS STAMPED---BLUE 1961 NO 3 1979---
 GB2536'
 GB2536'REFERENCE MARK 4 IS 2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB2536'BUILDING, 9 FEET NORTH OF A 10 INCH PINE TREE STAMPED---BLUE 1961 NO 4
 GB2536'1979---AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1465 ***********************************************************************
 FD1465  DESIGNATION -  BLUE CREEK
 FD1465  PID         -  FD1465
 FD1465  STATE/COUNTY-  TN/MARSHALL
 FD1465  USGS QUAD   -  BRICK CHURCH (1981)
 FD1465
 FD1465                         *CURRENT SURVEY CONTROL
 FD1465  ___________________________________________________________________
 FD1465* NAD 83(1995)-  35 20 20.21287(N)    086 53 19.71726(W)     ADJUSTED  
 FD1465* NAVD 88     -       334.1    (meters)    1096.     (feet)  VERTCON   
 FD1465  ___________________________________________________________________
 FD1465  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FD1465  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD1465
 FD1465  HORZ ORDER  -  SECOND
 FD1465
 FD1465.The horizontal coordinates were established by classical geodetic methods
 FD1465.and adjusted by the National Geodetic Survey in April 1999..
 FD1465
 FD1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1465
 FD1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1465
 FD1465.The geoid height was determined by GEOID03.
 FD1465
 FD1465;                    North         East     Units Scale Factor Converg.
 FD1465;SPC TN       -   111,939.798   519,200.415   MT  0.99998549   -0 31 13.2
 FD1465;SPC TN       -   367,255.82  1,703,410.03   sFT  0.99998549   -0 31 13.2
 FD1465;UTM  16      - 3,910,637.835   510,104.225   MT  0.99960126   +0 03 51.5
 FD1465
 FD1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1465!SPC TN       -   0.99995190  x   0.99998549  =   0.99993739
 FD1465!UTM  16      -   0.99995190  x   0.99960126  =   0.99955318
 FD1465
 FD1465|---------------------------------------------------------------------|
 FD1465| PID    Reference Object                     Distance      Geod. Az  |
 FD1465|                                                           dddmmss.s |
 FD1465| CG5627 BLUE CREEK RM 1                      18.102 METERS 07111     |
 FD1465| CG5626 BLUE CREEK AZ MK                                   2664723.0 |
 FD1465| CG5628 BLUE CREEK RM 2                      22.106 METERS 30041     |
 FD1465|---------------------------------------------------------------------|
 FD1465
 FD1465                          SUPERSEDED SURVEY CONTROL
 FD1465
 FD1465  NAD 83(1995)-  35 20 20.21568(N)    086 53 19.71805(W) AD(       ) 2
 FD1465  NAD 83(1995)-  35 20 20.21811(N)    086 53 19.71928(W) AD(       ) 2
 FD1465  NAD 83(1986)-  35 20 20.22279(N)    086 53 19.71815(W) AD(       ) 2
 FD1465  NAD 27      -  35 20 19.94560(N)    086 53 19.70860(W) AD(       ) 2
 FD1465  NGVD 29 (07/19/86)  334.1    (m)         1096.     (f) VERT ANG       
 FD1465
 FD1465.Superseded values are not recommended for survey control.
 FD1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1465.See file dsdata.txt to determine how the superseded data were derived.
 FD1465
 FD1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1010410638(NAD 83)
 FD1465_MARKER: DE = TRAVERSE STATION DISK
 FD1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1465
 FD1465  HISTORY     - Date     Condition        Report By
 FD1465  HISTORY     - 1960     MONUMENTED       CGS
 FD1465
 FD1465                          STATION DESCRIPTION
 FD1465
 FD1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1465'THE STATION IS LOCATED ON THE PROPERTY OF MRS Q DOGGETT, ABOUT 3
 FD1465'MILES SOUTHWEST OF
 FD1465'CORNERSVILLE, AND ON A WOODED KNOLL ABOUT THE HIGHEST IN
 FD1465'THE VICINITY.
 FD1465'
 FD1465'TO REACH THE STATION FROM THE POST OFFICE IN CORNERSVILLE, GO
 FD1465'SOUTHWEST ON U S HIGHWAY
 FD1465'31A FOR 2.45 MILES TO THE BLUE CREEK ROAD ON THE RIGHT.  TURN
 FD1465'RIGHT, AND GO WESTERLY FOR
 FD1465'1.0 MILE TO A FORK AND SIGN A J FULLER.
 FD1465'KEEP LEFT, AND GO 0.7 MILE TO THE CREST OF
 FD1465'RIDGE AND TRACK ROAD
 FD1465'RIGHT.* TURN RIGHT, AND GO NORTHERLY FOR 0.05 MILE TO THE
 FD1465'SUMMIT AND
 FD1465'STATION ON THE LEFT.
 FD1465'
 FD1465'*TO REACH THE AZIMUTH MARK FROM TRACK ROAD RIGHT, CONTINUE ON BLUE
 FD1465'CREEK ROAD WESTERLY FOR
 FD1465'0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FD1465'
 FD1465'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD1465'MONUMENT, STAMPED BLUE
 FD1465'CREEK 1960, AND SET FLUSH.  IT IS 15 FEET WEST OF THE
 FD1465'CENTER OF A TRACK ROAD AND 3.5
 FD1465'FEET NORTHEAST OF A WITNESS SIGN.
 FD1465'
 FD1465'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1465'STAMPED BLUE CREEK NO 1
 FD1465'1960, AND SET FLUSH.  IT IS 4 FEET SOUTH OF A 24-INCH
 FD1465'TREE AND 1 FOOT WEST OF A WIRE
 FD1465'FENCE.
 FD1465'
 FD1465'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1465'STAMPED BLUE CREEK NO 2
 FD1465'1960, AND SET FLUSH.  IT IS SET ON THE WESTERN SLOPE
 FD1465'OF HILL, ABOUT 2 FEET LOWER THAN
 FD1465'THE STATION MARK.
 FD1465'
 FD1465'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD1465'STAMPED BLUE CREEK 1960,
 FD1465'AND SET FLUSH.  IT IS 19 FEET NORTHWEST OF THE CENTER OF
 FD1465'BLUE CREEK ROAD, 2.3 FEET EAST
 FD1465'OF A WITNESS SIGN, AND 1 FOOT SOUTH OF
 FD1465'A FENCE CORNER POST.
 FD1465'
 FD1465'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2537 ***********************************************************************
 GB2537  DESIGNATION -  BLUEBIRD LOOKOUT TOWER NC 43
 GB2537  PID         -  GB2537
 GB2537  STATE/COUNTY-  TN/ANDERSON
 GB2537  USGS QUAD   -  NORRIS (1990)
 GB2537
 GB2537                         *CURRENT SURVEY CONTROL
 GB2537  ___________________________________________________________________
 GB2537* NAD 83(1995)-  36 08 23.58665(N)    084 03 48.82671(W)     ADJUSTED  
 GB2537* NAVD 88     -                                                        
 GB2537  ___________________________________________________________________
 GB2537  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 GB2537  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB2537
 GB2537  HORZ ORDER  -  THIRD
 GB2537
 GB2537.The horizontal coordinates were established by classical geodetic methods
 GB2537.and adjusted by the National Geodetic Survey in April 1999..
 GB2537
 GB2537
 GB2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2537
 GB2537.The geoid height was determined by GEOID03.
 GB2537
 GB2537;                    North         East     Units Scale Factor Converg.
 GB2537;SPC TN       -   202,160.603   774,269.550   MT  0.99996260   +1 08 01.2
 GB2537;SPC TN       -   663,255.25  2,540,249.35   sFT  0.99996260   +1 08 01.2
 GB2537;UTM  16      - 4,003,459.081   764,221.413   MT  1.00046029   +1 43 58.1
 GB2537;UTM  17      - 4,003,812.736   224,336.485   MT  1.00053642   -1 48 28.4
 GB2537
 GB2537                          SUPERSEDED SURVEY CONTROL
 GB2537
 GB2537  NAD 83(1995)-  36 08 23.59155(N)    084 03 48.82898(W) AD(       ) 4
 GB2537  NAD 83(1995)-  36 08 23.59209(N)    084 03 48.82857(W) AD(       ) 4
 GB2537  NAD 83(1986)-  36 08 23.59895(N)    084 03 48.82530(W) AD(       ) 4
 GB2537  NAD 27      -  36 08 23.31600(N)    084 03 49.13000(W) AD(       ) 3
 GB2537
 GB2537.Superseded values are not recommended for survey control.
 GB2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2537.See file dsdata.txt to determine how the superseded data were derived.
 GB2537
 GB2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6422103459(NAD 83)
 GB2537_MARKER: 57 = LOOKOUT TOWER
 GB2537
 GB2537  HISTORY     - Date     Condition        Report By
 GB2537  HISTORY     - 1961     FIRST OBSERVED   CGS
 GB2537
 GB2537                          STATION DESCRIPTION
 GB2537
 GB2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2537'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF NORRIS, ABOUT 3 MILES
 GB2537'NORTHEAST OF CLINTON AND
 GB2537'ON WHAT IS LOCALLY KNOWN AS BLUEBIRD RIDGE.  THE TOWER
 GB2537'IS A FOUR LEGGED STEEL STRUCTURE
 GB2537'ABOUT 80 FEET HIGH.  THERE IS A
 GB2537'GLASS ENCLOSED CAB ON THE TOP OF TOWER.  IT IS ON
 GB2537'THE PROPERTY OF THE
 GB2537'TENNESSEE FOREST SERVICE.
 GB2537'
 GB2537'TO REACH THE STATION FROM THE CLAXTON HIGH SCHOOL BUILDING IN
 GB2537'CLAXTON. (THIS POINT IS
 GB2537'ABOUT 13 MILES NORTH OF KNOXVILLE ON U.  S.  HIGHWAY 25W).
 GB2537'GO NORTH ON U.S.  HIGHWAY
 GB2537'25W FOR 1.5 MILES TO THE WOLF VALLEY ROAD
 GB2537'ON THE RIGHT, TURN RIGHT AND GO 2.55 MILES
 GB2537'TO A SIDE ROAD LEFT, TURN
 GB2537'LEFT AND GO 2.75 MILES TO A T ROAD, TURN RIGHT AND PROCEED
 GB2537'FOR 1.6 MILES
 GB2537'TO A SIDE ROAD LEFT.  (THERE IS A ROAD SIGN WHICH READS, FIRE
 GB2537'TOWER).  HERE TURN LEFT
 GB2537'AND GO 0.2 MILE TO A ROAD FORK, PROCEED ON
 GB2537'THE RIGHT HAND ROAD AND GO 0.6 MILE TO THE
 GB2537'STATION.
 GB2537'
 GB2537'A TRAVERSE CONNECTION WAS MADE FROM TRAVERSE STATION BLUE.  THE POINT
 GB2537'OF INTERSECTION WAS
 GB2537'DETERMINED BY INTERSECTING THE FOUR LEGS AT GROUND
 GB2537'LEVEL.  DISTANCE EQUALS 44.93 FEET
 GB2537'(13.695 METERS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1588 ***********************************************************************
 GB1588  DESIGNATION -  BLUF
 GB1588  PID         -  GB1588
 GB1588  STATE/COUNTY-  TN/CLAY
 GB1588  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1588
 GB1588                         *CURRENT SURVEY CONTROL
 GB1588  ___________________________________________________________________
 GB1588* NAD 83(1995)-  36 32 26.19080(N)    085 29 00.11031(W)     ADJUSTED  
 GB1588* NAVD 88     -       193.867  (meters)     636.05   (feet)  ADJUSTED  
 GB1588  ___________________________________________________________________
 GB1588  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GB1588  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1588  DYNAMIC HT  -         193.701 (meters)     635.50  (feet)  COMP
 GB1588  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 GB1588
 GB1588  HORZ ORDER  -  SECOND
 GB1588  VERT ORDER  -  SECOND    CLASS 0
 GB1588
 GB1588.The horizontal coordinates were established by classical geodetic methods
 GB1588.and adjusted by the National Geodetic Survey in April 1999..
 GB1588
 GB1588.The orthometric height was determined by differential leveling
 GB1588.and adjusted by the National Geodetic Survey in June 1991..
 GB1588
 GB1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1588
 GB1588.The geoid height was determined by GEOID03.
 GB1588
 GB1588.The dynamic height is computed by dividing the NAVD 88
 GB1588.geopotential number by the normal gravity value computed on the
 GB1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1588.degrees latitude (g = 980.6199 gals.).
 GB1588
 GB1588.The modeled gravity was interpolated from observed gravity values.
 GB1588
 GB1588;                    North         East     Units Scale Factor Converg.
 GB1588;SPC TN       -   245,024.514   646,262.720   MT  1.00002433   +0 18 08.9
 GB1588;SPC TN       -   803,884.59  2,120,280.27   sFT  1.00002433   +0 18 08.9
 GB1588;SPC KY1Z     - 1,023,039.858 1,523,879.857   MT  1.00017399   +0 09 49.3
 GB1588;SPC KY1Z     - 3,356,423.27  4,999,595.83   sFT  1.00017399   +0 09 49.3
 GB1588;SPC KY S     -   523,035.981   523,876.672   MT  1.00004057   +0 09 42.1
 GB1588;SPC KY S     - 1,715,993.88  1,718,752.05   sFT  1.00004057   +0 09 42.1
 GB1588;UTM  16      - 4,044,982.477   635,756.439   MT  0.99982706   +0 54 11.3
 GB1588
 GB1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1588!SPC TN       -   0.99997436  x   1.00002433  =   0.99999869
 GB1588!SPC KY1Z     -   0.99997436  x   1.00017399  =   1.00014835
 GB1588!SPC KY S     -   0.99997436  x   1.00004057  =   1.00001493
 GB1588!UTM  16      -   0.99997436  x   0.99982706  =   0.99980143
 GB1588
 GB1588:                Primary Azimuth Mark                     Grid Az
 GB1588:SPC TN       -  BLUF AZ MK                               027 15 29.4
 GB1588:SPC KY1Z     -  BLUF AZ MK                               027 23 49.0
 GB1588:SPC KY S     -  BLUF AZ MK                               027 23 56.2
 GB1588:UTM  16      -  BLUF AZ MK                               026 39 27.0
 GB1588
 GB1588|---------------------------------------------------------------------|
 GB1588| PID    Reference Object                     Distance      Geod. Az  |
 GB1588|                                                           dddmmss.s |
 GB1588| GB1586 BLUF AZ MK                                         0273338.3 |
 GB1588| GB1587 BLUF RM 2                             9.397 METERS 06420     |
 GB1588| GB1589 BLUF RM 1                             8.707 METERS 27054     |
 GB1588|---------------------------------------------------------------------|
 GB1588
 GB1588                          SUPERSEDED SURVEY CONTROL
 GB1588
 GB1588  NAD 83(1995)-  36 32 26.19141(N)    085 29 00.11076(W) AD(       ) 2
 GB1588  NAD 83(1995)-  36 32 26.20004(N)    085 29 00.11524(W) AD(       ) 2
 GB1588  NAD 83(1986)-  36 32 26.20143(N)    085 29 00.11489(W) AD(       ) 2
 GB1588  NAD 27      -  36 32 25.97869(N)    085 29 00.22667(W) AD(       ) 2
 GB1588  NGVD 29 (??/??/92)  193.980  (m)          636.42   (f) ADJ UNCH    2 0
 GB1588
 GB1588.Superseded values are not recommended for survey control.
 GB1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1588.See file dsdata.txt to determine how the superseded data were derived.
 GB1588
 GB1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3575644982(NAD 83)
 GB1588_MARKER: DE = TRAVERSE STATION DISK
 GB1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1588_STAMPING: BLUF 1966
 GB1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1588+STABILITY: SURFACE MOTION
 GB1588
 GB1588  HISTORY     - Date     Condition        Report By
 GB1588  HISTORY     - 1966     MONUMENTED       TNHD
 GB1588  HISTORY     - 1966     GOOD             TNHD
 GB1588
 GB1588                          STATION DESCRIPTION
 GB1588
 GB1588'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1588'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF CELINA.
 GB1588'
 GB1588'TO REACH THE STATION FROM THE CLAY COUNTY COURT HOUSE IN CELINA, GO
 GB1588'EASTERLY ON STATE ROUTE 53 FOR 1.4 MILES TO A BRIDGE ACROSS THE OBEY
 GB1588'RIVER.  CONTINUE EASTERLY ON STATE ROUTE 53 FOR 0.25 MILE TO THE
 GB1588'STATION ON THE RIGHT.
 GB1588'
 GB1588'THE STATION IS ABOUT 75 YARDS SOUTH OF STATE ROUTE 53, 27 FEET
 GB1588'SOUTHEAST OF AN 8-INCH, TWIN-TRUNKED, SYCAMORE TREE AND 4 FEET
 GB1588'NORTHEAST OF AN 8-INCH, TWIN-TRUNKED, WALNUT TREE.  THE SURFACE AND
 GB1588'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB1588'DISKS AND THE DISKS ARE STAMPED BLUF 1966.  THE UNDERGROUND MARK IS
 GB1588'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET
 GB1588'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1588'
 GB1588'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE 8-INCH, TWIN-TRUNKED,
 GB1588'WALNUT TREE AND 19 FEET SOUTH OF THE 8-INCH, TWIN- TRUNKED,
 GB1588'SYCAMORE TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB1588'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB1588'AND THE DISK IS STAMPED BLUF RM-1 1966.
 GB1588'
 GB1588'REFERENCE MARK NO. 2 IS 29 FEET WEST OF AN 8-INCH, ASH TREE.  THE
 GB1588'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB1588'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1588'STAMPED BLUF RM-2 1966.
 GB1588'
 GB1588'THE AZIMUTH MARK IS 37 FEET NORTHEAST OF A POWER POLE, 15 FEET
 GB1588'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 1.9 FEET
 GB1588'NORTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK IS A STANDARD
 GB1588'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1588'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BLUF AZI
 GB1588'1966.
 GB1588'
 GB1588'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON STATE
 GB1588'ROUTE 53 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 GB1588'
 GB1588'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1588'
 GB1588'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1588
 GB1588                          STATION RECOVERY (1966)
 GB1588
 GB1588'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1588'1.5 MI SE FROM CELINA.
 GB1588'FROM THE CLAY COUNTY COURTHOUSE IN CELINA, GO EAST ON STATE ROUTE
 GB1588'52 FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTES 52 AND 53,
 GB1588'CONTINUE EASTERLY AND SOUTHEASTERLY ON STATE ROUTE 53 FOR 1.4
 GB1588'MILES TO A BRIDGE OVER THE OBEY RIVER, CONTINUE EASTERLY ON
 GB1588'STATE ROUTE 53 FOR 0.25 MILE TO THE MARK ON THE RIGHT, ABOUT 75
 GB1588'YARDS SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 27
 GB1588'FEET SOUTHEAST OF AN 8-INCH, TWIN-TRUNKED, SYCAMORE TREE, AND
 GB1588'4 FEET NORTHEAST OF AN 8-INCH, TWIN-TRUNKED, WALNUT TREE.  THE
 GB1588'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1588'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1586 ***********************************************************************
 GB1586  DESIGNATION -  BLUF AZ MK
 GB1586  PID         -  GB1586
 GB1586  STATE/COUNTY-  TN/CLAY
 GB1586  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1586
 GB1586                         *CURRENT SURVEY CONTROL
 GB1586  ___________________________________________________________________
 GB1586* NAD 83(1986)-  36 32 37.     (N)    085 28 53.     (W)     SCALED    
 GB1586* NAVD 88     -       175.552  (meters)     575.96   (feet)  ADJUSTED  
 GB1586  ___________________________________________________________________
 GB1586  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1586  DYNAMIC HT  -         175.401 (meters)     575.46  (feet)  COMP
 GB1586  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GB1586
 GB1586  VERT ORDER  -  SECOND    CLASS 0
 GB1586
 GB1586.The horizontal coordinates were scaled from a topographic map and have
 GB1586.an estimated accuracy of +/- 6 seconds.
 GB1586
 GB1586.The orthometric height was determined by differential leveling
 GB1586.and adjusted by the National Geodetic Survey in June 1991..
 GB1586
 GB1586.The geoid height was determined by GEOID03.
 GB1586
 GB1586.The dynamic height is computed by dividing the NAVD 88
 GB1586.geopotential number by the normal gravity value computed on the
 GB1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1586.degrees latitude (g = 980.6199 gals.).
 GB1586
 GB1586.The modeled gravity was interpolated from observed gravity values.
 GB1586
 GB1586;                    North         East    Units  Estimated Accuracy
 GB1586;SPC TN       -   245,360.      646,440.      MT  (+/- 180 meters Scaled)
 GB1586
 GB1586                          SUPERSEDED SURVEY CONTROL
 GB1586
 GB1586  NGVD 29 (??/??/??)  175.69   (m)          576.4    (f) RESET       3  
 GB1586
 GB1586.Superseded values are not recommended for survey control.
 GB1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1586.See file dsdata.txt to determine how the superseded data were derived.
 GB1586
 GB1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF359453(NAD 83)
 GB1586_MARKER: DE = TRAVERSE STATION DISK
 GB1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1586_STAMPING: BLUF AZI 1966
 GB1586_MARK LOGO: TNHD  
 GB1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1586+STABILITY: SURFACE MOTION
 GB1586
 GB1586  HISTORY     - Date     Condition        Report By
 GB1586  HISTORY     - 1966     MONUMENTED       TNHD
 GB1586
 GB1586                          STATION DESCRIPTION
 GB1586
 GB1586'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1586'1.5 MI SE FROM CELINA.
 GB1586'FROM THE CLAY COUNTY COURTHOUSE IN CELINA, GO EAST ON STATE ROUTE
 GB1586'52 FOR 1 BLOCK TO THE JUNCTION OF STATE ROUTES 52 AND 53, CONTINUE
 GB1586'EASTERLY AND SOUTHEASTERLY ON STATE ROUTE 53 FOR 1.4 MILES TO
 GB1586'A BRIDGE ACROSS THE OBEY RIVER, CONTINUE EASTERLY AND NORTHERLY
 GB1586'ON STATE ROUTE 53 FOR 0.45 MILE TO THE MARK ON THE RIGHT, 37
 GB1586'FEET NORTHEAST OF A POWER POLE, 15 FEET SOUTHEAST OF THE
 GB1586'APPROXIMATE CENTER OF STATE ROUTE 53 AND 1.9 FEET NORTHWEST OF
 GB1586'A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A
 GB1586'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1589 ***********************************************************************
 GB1589  DESIGNATION -  BLUF RM 1
 GB1589  PID         -  GB1589
 GB1589  STATE/COUNTY-  TN/CLAY
 GB1589  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1589
 GB1589                         *CURRENT SURVEY CONTROL
 GB1589  ___________________________________________________________________
 GB1589* NAD 83(1986)-  36 32 26.     (N)    085 29 01.     (W)     SCALED    
 GB1589* NAVD 88     -       193.132  (meters)     633.63   (feet)  ADJUSTED  
 GB1589  ___________________________________________________________________
 GB1589  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB1589  DYNAMIC HT  -         192.967 (meters)     633.09  (feet)  COMP
 GB1589  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GB1589
 GB1589  VERT ORDER  -  SECOND    CLASS 0
 GB1589
 GB1589.The horizontal coordinates were scaled from a topographic map and have
 GB1589.an estimated accuracy of +/- 6 seconds.
 GB1589
 GB1589.The orthometric height was determined by differential leveling
 GB1589.and adjusted by the National Geodetic Survey in June 1991..
 GB1589
 GB1589.The geoid height was determined by GEOID03.
 GB1589
 GB1589.The dynamic height is computed by dividing the NAVD 88
 GB1589.geopotential number by the normal gravity value computed on the
 GB1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1589.degrees latitude (g = 980.6199 gals.).
 GB1589
 GB1589.The modeled gravity was interpolated from observed gravity values.
 GB1589
 GB1589;                    North         East    Units  Estimated Accuracy
 GB1589;SPC TN       -   245,020.      646,240.      MT  (+/- 180 meters Scaled)
 GB1589
 GB1589                          SUPERSEDED SURVEY CONTROL
 GB1589
 GB1589  NGVD 29 (??/??/92)  193.247  (m)          634.01   (f) ADJ UNCH    2 0
 GB1589
 GB1589.Superseded values are not recommended for survey control.
 GB1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1589.See file dsdata.txt to determine how the superseded data were derived.
 GB1589
 GB1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF357449(NAD 83)
 GB1589_MARKER: DR = REFERENCE MARK DISK
 GB1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1589_STAMPING: BLUF RM-1 1966
 GB1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1589+STABILITY: SURFACE MOTION
 GB1589
 GB1589  HISTORY     - Date     Condition        Report By
 GB1589  HISTORY     - 1966     MONUMENTED       TNHD
 GB1589
 GB1589                          STATION DESCRIPTION
 GB1589
 GB1589'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1589'1.5 MI SE FROM CELINA.
 GB1589'AT THE BLUF 1966 TRAVERSE STATION SITE, 28.56 FEET SOUTHWEST OF THE
 GB1589'STATION MARK, 25 FEET WEST OF AN 8-INCH, TWIN-TRUNKED, WALNUT
 GB1589'TREE AND 19 FEET SOUTH OF AN 8-INCH, TWIN-TRUNKED, SYCAMORE
 GB1589'TREE.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1589'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1587 ***********************************************************************
 GB1587  DESIGNATION -  BLUF RM 2
 GB1587  PID         -  GB1587
 GB1587  STATE/COUNTY-  TN/CLAY
 GB1587  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1587
 GB1587                         *CURRENT SURVEY CONTROL
 GB1587  ___________________________________________________________________
 GB1587* NAD 83(1986)-  36 32 26.     (N)    085 29 01.     (W)     SCALED    
 GB1587* NAVD 88     -       193.475  (meters)     634.76   (feet)  ADJUSTED  
 GB1587  ___________________________________________________________________
 GB1587  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB1587  DYNAMIC HT  -         193.310 (meters)     634.22  (feet)  COMP
 GB1587  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GB1587
 GB1587  VERT ORDER  -  SECOND    CLASS 0
 GB1587
 GB1587.The horizontal coordinates were scaled from a topographic map and have
 GB1587.an estimated accuracy of +/- 6 seconds.
 GB1587
 GB1587.The orthometric height was determined by differential leveling
 GB1587.and adjusted by the National Geodetic Survey in June 1991..
 GB1587
 GB1587.The geoid height was determined by GEOID03.
 GB1587
 GB1587.The dynamic height is computed by dividing the NAVD 88
 GB1587.geopotential number by the normal gravity value computed on the
 GB1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1587.degrees latitude (g = 980.6199 gals.).
 GB1587
 GB1587.The modeled gravity was interpolated from observed gravity values.
 GB1587
 GB1587;                    North         East    Units  Estimated Accuracy
 GB1587;SPC TN       -   245,020.      646,240.      MT  (+/- 180 meters Scaled)
 GB1587
 GB1587                          SUPERSEDED SURVEY CONTROL
 GB1587
 GB1587  NGVD 29 (??/??/92)  193.590  (m)          635.14   (f) ADJ UNCH    2 0
 GB1587
 GB1587.Superseded values are not recommended for survey control.
 GB1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1587.See file dsdata.txt to determine how the superseded data were derived.
 GB1587
 GB1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF357449(NAD 83)
 GB1587_MARKER: DR = REFERENCE MARK DISK
 GB1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1587_STAMPING: BLUF RM-2 1966
 GB1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1587+STABILITY: SURFACE MOTION
 GB1587
 GB1587  HISTORY     - Date     Condition        Report By
 GB1587  HISTORY     - 1966     MONUMENTED       TNHD
 GB1587
 GB1587                          STATION DESCRIPTION
 GB1587
 GB1587'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1587'1.5 MI SE FROM CELINA.
 GB1587'AT THE BLUFF 1966 TRAVERSE STATION SITE, 30.82 FEET NORTHEAST
 GB1587'OF THE STATION MARK, AND 29 FEET WEST OF AN 8-INCH, ASH TREE.
 GB1587'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1587'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0880 ***********************************************************************
 FE0880  DESIGNATION -  BM
 FE0880  PID         -  FE0880
 FE0880  STATE/COUNTY-  TN/HAYWOOD
 FE0880  USGS QUAD   -  BROWNSVILLE (1983)
 FE0880
 FE0880                         *CURRENT SURVEY CONTROL
 FE0880  ___________________________________________________________________
 FE0880* NAD 83(1986)-  35 30 54.     (N)    089 19 23.     (W)     SCALED    
 FE0880* NAVD 88     -        91.283  (meters)     299.48   (feet)  ADJUSTED  
 FE0880  ___________________________________________________________________
 FE0880  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE0880  DYNAMIC HT  -          91.203 (meters)     299.22  (feet)  COMP
 FE0880  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 FE0880
 FE0880  VERT ORDER  -  SECOND    CLASS 0
 FE0880
 FE0880.The horizontal coordinates were scaled from a topographic map and have
 FE0880.an estimated accuracy of +/- 6 seconds.
 FE0880
 FE0880.The orthometric height was determined by differential leveling
 FE0880.and adjusted by the National Geodetic Survey in June 1991..
 FE0880
 FE0880.The geoid height was determined by GEOID03.
 FE0880
 FE0880.The dynamic height is computed by dividing the NAVD 88
 FE0880.geopotential number by the normal gravity value computed on the
 FE0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0880.degrees latitude (g = 980.6199 gals.).
 FE0880
 FE0880.The modeled gravity was interpolated from observed gravity values.
 FE0880
 FE0880;                    North         East    Units  Estimated Accuracy
 FE0880;SPC TN       -   136,220.      298,630.      MT  (+/- 180 meters Scaled)
 FE0880
 FE0880                          SUPERSEDED SURVEY CONTROL
 FE0880
 FE0880  NGVD 29 (??/??/??)   91.291  (m)          299.51   (f) ADJUSTED    2 0
 FE0880
 FE0880.Superseded values are not recommended for survey control.
 FE0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0880.See file dsdata.txt to determine how the superseded data were derived.
 FE0880
 FE0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE893326(NAD 83)
 FE0880_MARKER: X = CHISELED CROSS
 FE0880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0880_SP_SET: BRIDGE ABUTMENT
 FE0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0880
 FE0880  HISTORY     - Date     Condition        Report By
 FE0880  HISTORY     - UNK      MONUMENTED       CGS
 FE0880  HISTORY     - 1935     GOOD             CGS
 FE0880
 FE0880                          STATION DESCRIPTION
 FE0880
 FE0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0880'5.8 MI NE FROM STANTON.
 FE0880'5.8 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0880'FROM THE STATION AT STANTON, HAYWOOD COUNTY, AT THE WEST ABUTMENT
 FE0880'OF BRIDGE 236, ON THE NORTH END OF THE BACK WALL, AND 7-1/2 FEET
 FE0880'NORTH OF THE NORTH RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1793 ***********************************************************************
 GA1793  DESIGNATION -  BM
 GA1793  PID         -  GA1793
 GA1793  STATE/COUNTY-  TN/HAMBLEN
 GA1793  USGS QUAD   -  MORRISTOWN (1979)
 GA1793
 GA1793                         *CURRENT SURVEY CONTROL
 GA1793  ___________________________________________________________________
 GA1793* NAD 83(1986)-  36 12 33.     (N)    083 18 06.     (W)     SCALED    
 GA1793* NAVD 88     -       396.421  (meters)    1300.59   (feet)  POSTED    
 GA1793  ___________________________________________________________________
 GA1793  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1793  DYNAMIC HT  -         396.060 (meters)    1299.41  (feet)  COMP
 GA1793  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 GA1793
 GA1793  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA1793
 GA1793.The horizontal coordinates were scaled from a topographic map and have
 GA1793.an estimated accuracy of +/- 6 seconds.
 GA1793
 GA1793.The orthometric height was determined by differential leveling
 GA1793.and adjusted by the National Geodetic Survey in 1992..
 GA1793.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA1793.rate of 0.0 thru 1.0 mm/km.
 GA1793
 GA1793.The geoid height was determined by GEOID03.
 GA1793
 GA1793.The dynamic height is computed by dividing the NAVD 88
 GA1793.geopotential number by the normal gravity value computed on the
 GA1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1793.degrees latitude (g = 980.6199 gals.).
 GA1793
 GA1793.The modeled gravity was interpolated from observed gravity values.
 GA1793
 GA1793;                    North         East    Units  Estimated Accuracy
 GA1793;SPC TN       -   211,470.      842,610.      MT  (+/- 180 meters Scaled)
 GA1793
 GA1793                          SUPERSEDED SURVEY CONTROL
 GA1793
 GA1793  NGVD 29 (??/??/92)  396.544  (m)         1300.99   (f) ADJ UNCH    1 2
 GA1793
 GA1793.Superseded values are not recommended for survey control.
 GA1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1793.See file dsdata.txt to determine how the superseded data were derived.
 GA1793
 GA1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA930096(NAD 83)
 GA1793_MARKER: X = CHISELED CROSS
 GA1793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1793_SP_SET: RAIL
 GA1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1793
 GA1793  HISTORY     - Date     Condition        Report By
 GA1793  HISTORY     - UNK      MONUMENTED       SOURR
 GA1793  HISTORY     - 1943     GOOD             NGS
 GA1793
 GA1793                          STATION DESCRIPTION
 GA1793
 GA1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GA1793'AT MORRISTOWN.
 GA1793'AT MORRISTOWN, ON THE SOUTHERN RAILWAY, 150 YARDS NORTHEAST OF THE
 GA1793'INTERWOVEN HOSIERY MILL ON DIKE STREET, AT THE DEAD END OF AN
 GA1793'UNIMPROVED STREET, 46.4 FEET WEST OF THE ENTRANCE TO A FRAME
 GA1793'DWELLING MARKED 640 AND 10.2 FEET SOUTHEAST OF THE SOUTHEAST
 GA1793'RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL, SET VERTICALLY IN
 GA1793'THE GROUND.  NOTE-- THIS MARK IS A RAIL WHICH EXTENDS OUT OF THE
 GA1793'GROUND APPROXIMATELY ONE FOOT OR A LITTLE MORE.  THE ONLY MARKING
 GA1793'ON THE RAIL WHICH COULD BE FOUND WAS WHAT LOOKED LIKE A LETTER X
 GA1793'ON THE TOP WHICH MAY HAVE BEEN CUT WITH A CHISEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1151 ***********************************************************************
 FC1151  DESIGNATION -  BM
 FC1151  PID         -  FC1151
 FC1151  STATE/COUNTY-  TN/HAMILTON
 FC1151  USGS QUAD   -  WAUHATCHIE (1976)
 FC1151
 FC1151                         *CURRENT SURVEY CONTROL
 FC1151  ___________________________________________________________________
 FC1151* NAD 83(1986)-  35 07 09.     (N)    085 23 03.     (W)     SCALED    
 FC1151* NAVD 88     -       202.139  (meters)     663.18   (feet)  ADJUSTED  
 FC1151  ___________________________________________________________________
 FC1151  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FC1151  DYNAMIC HT  -         201.935 (meters)     662.52  (feet)  COMP
 FC1151  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 FC1151
 FC1151  VERT ORDER  -  SECOND    CLASS 0
 FC1151
 FC1151.The horizontal coordinates were scaled from a topographic map and have
 FC1151.an estimated accuracy of +/- 6 seconds.
 FC1151
 FC1151.The orthometric height was determined by differential leveling
 FC1151.and adjusted by the National Geodetic Survey in June 1991..
 FC1151
 FC1151.The geoid height was determined by GEOID03.
 FC1151
 FC1151.The dynamic height is computed by dividing the NAVD 88
 FC1151.geopotential number by the normal gravity value computed on the
 FC1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1151.degrees latitude (g = 980.6199 gals.).
 FC1151
 FC1151.The modeled gravity was interpolated from observed gravity values.
 FC1151
 FC1151;                    North         East    Units  Estimated Accuracy
 FC1151;SPC TN       -    87,370.      656,140.      MT  (+/- 180 meters Scaled)
 FC1151
 FC1151                          SUPERSEDED SURVEY CONTROL
 FC1151
 FC1151  NGVD 29 (??/??/92)  202.164  (m)          663.27   (f) ADJ UNCH    2 0
 FC1151
 FC1151.Superseded values are not recommended for survey control.
 FC1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1151.See file dsdata.txt to determine how the superseded data were derived.
 FC1151
 FC1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD472874(NAD 83)
 FC1151_MARKER: DD = SURVEY DISK
 FC1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1151+STABILITY: SURFACE MOTION
 FC1151
 FC1151  HISTORY     - Date     Condition        Report By
 FC1151  HISTORY     - UNK      MONUMENTED       TNGS
 FC1151  HISTORY     - 1934     GOOD             NGS
 FC1151
 FC1151                          STATION DESCRIPTION
 FC1151
 FC1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1151'7.8 MI W FROM CHATTANOOGA.
 FC1151'7.8 MILES WEST ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1151'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1151'ABOUT 1 MILE WEST OF THE BRIDGE OVER MIDDLE CREEK, ACROSS THE
 FC1151'HIGHWAY FROM THE GREEN CABIN OWNED IN 1934 BY FRANK EVANS,
 FC1151'AND 6 FEET SOUTH OF THE HIGHWAY.  A STATE SURVEY STANDARD
 FC1151'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0774 ***********************************************************************
 GD0774  DESIGNATION -  BM
 GD0774  PID         -  GD0774
 GD0774  STATE/COUNTY-  TN/OBION
 GD0774  USGS QUAD   -  HORNBEAK (1983)
 GD0774
 GD0774                         *CURRENT SURVEY CONTROL
 GD0774  ___________________________________________________________________
 GD0774* NAD 83(1986)-  36 19 55.     (N)    089 17 46.     (W)     SCALED    
 GD0774* NAVD 88     -       146.217  (meters)     479.71   (feet)  ADJUSTED  
 GD0774  ___________________________________________________________________
 GD0774  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0774  DYNAMIC HT  -         146.097 (meters)     479.32  (feet)  COMP
 GD0774  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 GD0774
 GD0774  VERT ORDER  -  SECOND    CLASS 0
 GD0774
 GD0774.The horizontal coordinates were scaled from a topographic map and have
 GD0774.an estimated accuracy of +/- 6 seconds.
 GD0774
 GD0774.The orthometric height was determined by differential leveling
 GD0774.and adjusted by the National Geodetic Survey in June 1991..
 GD0774
 GD0774.The geoid height was determined by GEOID03.
 GD0774
 GD0774.The dynamic height is computed by dividing the NAVD 88
 GD0774.geopotential number by the normal gravity value computed on the
 GD0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0774.degrees latitude (g = 980.6199 gals.).
 GD0774
 GD0774.The modeled gravity was interpolated from observed gravity values.
 GD0774
 GD0774;                    North         East    Units  Estimated Accuracy
 GD0774;SPC TN       -   226,730.      304,120.      MT  (+/- 180 meters Scaled)
 GD0774
 GD0774                          SUPERSEDED SURVEY CONTROL
 GD0774
 GD0774  NGVD 29 (??/??/??)  146.165  (m)          479.54   (f) ADJUSTED    2 0
 GD0774
 GD0774.Superseded values are not recommended for survey control.
 GD0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0774.See file dsdata.txt to determine how the superseded data were derived.
 GD0774
 GD0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF939232(NAD 83)
 GD0774_MARKER: DD = SURVEY DISK
 GD0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0774+STABILITY: SURFACE MOTION
 GD0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0774+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 GD0774
 GD0774  HISTORY     - Date     Condition        Report By
 GD0774  HISTORY     - UNK      MONUMENTED       USGS
 GD0774  HISTORY     - 1935     GOOD             CGS
 GD0774  HISTORY     - 1967     GOOD             CGS
 GD0774  HISTORY     - 20020731 GOOD             USACE
 GD0774
 GD0774                          STATION DESCRIPTION
 GD0774
 GD0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0774'AT HORNBEAK.
 GD0774'AT HORNBEAK, OBION COUNTY, ON STATE HIGHWAY 21, WEST OF A COTTON
 GD0774'GIN, AT A TWO-STORY FRAME HOUSE, AND 4 INCHES SOUTH OF THE
 GD0774'SOUTHEAST CORNER OF THE CONCRETE-BLOCK PORCH.  A UNITED STATES
 GD0774'GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 GD0774'POST.
 GD0774
 GD0774                          STATION RECOVERY (1967)
 GD0774
 GD0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0774'RECOVERED IN GOOD CONDITION.
 GD0774
 GD0774                          STATION RECOVERY (2002)
 GD0774
 GD0774'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2316 ***********************************************************************
 FE2316  DESIGNATION -  BM 6
 FE2316  PID         -  FE2316
 FE2316  STATE/COUNTY-  TN/MADISON
 FE2316  USGS QUAD   -  CLAYBROOK (1980)
 FE2316
 FE2316                         *CURRENT SURVEY CONTROL
 FE2316  ___________________________________________________________________
 FE2316* NAD 83(1995)-  35 43 50.72707(N)    088 43 08.20799(W)     ADJUSTED  
 FE2316* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2316  ___________________________________________________________________
 FE2316  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2316  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2316
 FE2316  HORZ ORDER  -  SECOND
 FE2316
 FE2316.The horizontal coordinates were established by classical geodetic methods
 FE2316.and adjusted by the National Geodetic Survey in April 1999..
 FE2316
 FE2316.The orthometric height was scaled from a topographic map.
 FE2316
 FE2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2316
 FE2316.The geoid height was determined by GEOID03.
 FE2316
 FE2316;                    North         East     Units Scale Factor Converg.
 FE2316;SPC TN       -   158,459.251   354,063.090   MT  0.99995002   -1 35 30.4
 FE2316;SPC TN       -   519,878.39  1,161,621.99   sFT  0.99995002   -1 35 30.4
 FE2316;UTM  16      - 3,955,448.244   344,543.048   MT  0.99989780   -1 00 14.5
 FE2316
 FE2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2316!SPC TN       -   0.99997838  x   0.99995002  =   0.99992840
 FE2316!UTM  16      -   0.99997838  x   0.99989780  =   0.99987618
 FE2316
 FE2316                          SUPERSEDED SURVEY CONTROL
 FE2316
 FE2316  NAD 83(1995)-  35 43 50.73127(N)    088 43 08.21328(W) AD(       ) 2
 FE2316  NAD 83(1986)-  35 43 50.73849(N)    088 43 08.20876(W) AD(       ) 2
 FE2316  NAD 27      -  35 43 50.49640(N)    088 43 08.00720(W) AD(       ) 2
 FE2316
 FE2316.Superseded values are not recommended for survey control.
 FE2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2316.See file dsdata.txt to determine how the superseded data were derived.
 FE2316
 FE2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4454355448(NAD 83)
 FE2316_MARKER: DB = BENCH MARK DISK
 FE2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2316
 FE2316  HISTORY     - Date     Condition        Report By
 FE2316  HISTORY     - 1958     MONUMENTED       USGS
 FE2316
 FE2316                          STATION DESCRIPTION
 FE2316
 FE2316'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 FE2316'THE STATION IS ABOUT 9 MILES NORTHEAST OF JACKSON AND 5 MILES
 FE2316'SOUTHEAST OF MEDINA ON THE PROPERTY OF MR. FELIX EXUM.  THE MARK
 FE2316'IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 543 JDN
 FE2316'6 1949 SET IN THE TOP OF A 8X8 INCH CONCRETE POST THAT
 FE2316'PROJECTS 4 INCHES. IT IS 20 FEET SOUTH OF THE CENTERLINE OF A
 FE2316'GRAVELED ROAD, 4 FEET NORTHEAST OF AN EAST GATEPOST, AND 2 FEET
 FE2316'NORTH OF A FENCE.
 FE2316'
 FE2316'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FE2316'SQUARE IN JACKSON, GO EAST ON U.S. HIGHWAY 70, U.S.  HIGHWAY 45,
 FE2316'AND STATE HIGHWAY 20 FOR 0.3 MILE TO THEIR JUNCTION. GO NORTH AND
 FE2316'EAST ON U.S. HIGHWAY 70 AND STATE HIGHWAY 20 FOR 5.7 MILES TO THEIR
 FE2316'JUNCTION. CONTINUE STRAIGHT AHEAD (NORTHEAST) ON U.S. HIGHWAY 70 FOR
 FE2316'4.2 MILES TO A GRAVELED SIDE ROAD LEFT. TURN LEFT AND GO WEST ON
 FE2316'ASHPORT ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 FE2316'
 FE2316'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ASHPORT TO
 FE2316'6 (USGS). THE DISTANCE IS 8.1169 METERS, 26.794 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0601 ***********************************************************************
 GA0601  DESIGNATION -  BM N 30
 GA0601  PID         -  GA0601
 GA0601  STATE/COUNTY-  TN/WASHINGTON
 GA0601  USGS QUAD   -  ERWIN (1971)
 GA0601
 GA0601                         *CURRENT SURVEY CONTROL
 GA0601  ___________________________________________________________________
 GA0601* NAD 83(1986)-  36 10 35.     (N)    082 27 27.     (W)     SCALED    
 GA0601* NAVD 88     -       469.60   (+/-2cm)    1540.7    (feet)  VERTCON   
 GA0601  ___________________________________________________________________
 GA0601  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0601
 GA0601  VERT ORDER  -  ? (See Below)
 GA0601
 GA0601.The horizontal coordinates were scaled from a topographic map and have
 GA0601.an estimated accuracy of +/- 6 seconds.
 GA0601
 GA0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0601.The vertical order pertains to the NGVD 29 superseded value.
 GA0601
 GA0601.The geoid height was determined by GEOID03.
 GA0601
 GA0601;                    North         East    Units  Estimated Accuracy
 GA0601;SPC TN       -   210,250.      918,610.      MT  (+/- 180 meters Scaled)
 GA0601
 GA0601                          SUPERSEDED SURVEY CONTROL
 GA0601
 GA0601  NGVD 29 (??/??/92)  469.748  (m)         1541.16   (f) ADJ UNCH    ?  
 GA0601
 GA0601.Superseded values are not recommended for survey control.
 GA0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0601.See file dsdata.txt to determine how the superseded data were derived.
 GA0601
 GA0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA689044(NAD 83)
 GA0601_MARKER: DD = SURVEY DISK
 GA0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0601_SP_SET: ABUTMENT
 GA0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0601
 GA0601  HISTORY     - Date     Condition        Report By
 GA0601  HISTORY     - UNK      MONUMENTED       USGS
 GA0601  HISTORY     - 1938     GOOD             TVA
 GA0601
 GA0601                          STATION DESCRIPTION
 GA0601
 GA0601'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0601'AT EMBREEVILLE.
 GA0601'AT EMBREEVILLE, WASHINGTON COUNTY, ON STATE HIGHWAY 81, AT THE
 GA0601'STEEL HIGHWAY BRIDGE OVER NOLICHUCKY RIVER, AND IN THE ABUTMENT
 GA0601'ON THE LEFT BANK DOWNSTREAM SIDE.  A UNITED STATES GEOLOGICAL
 GA0601'SURVEY STANDARD GAGING-STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0598 ***********************************************************************
 GA0598  DESIGNATION -  BM N 31
 GA0598  PID         -  GA0598
 GA0598  STATE/COUNTY-  TN/WASHINGTON
 GA0598  USGS QUAD   -  ERWIN (1971)
 GA0598
 GA0598                         *CURRENT SURVEY CONTROL
 GA0598  ___________________________________________________________________
 GA0598* NAD 83(1986)-  36 10 15.     (N)    082 26 45.     (W)     SCALED    
 GA0598* NAVD 88     -       480.29   (+/-2cm)    1575.8    (feet)  VERTCON   
 GA0598  ___________________________________________________________________
 GA0598  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0598
 GA0598  VERT ORDER  -  ? (See Below)
 GA0598
 GA0598.The horizontal coordinates were scaled from a topographic map and have
 GA0598.an estimated accuracy of +/- 6 seconds.
 GA0598
 GA0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0598.The vertical order pertains to the NGVD 29 superseded value.
 GA0598
 GA0598.The geoid height was determined by GEOID03.
 GA0598
 GA0598;                    North         East    Units  Estimated Accuracy
 GA0598;SPC TN       -   209,680.      919,680.      MT  (+/- 180 meters Scaled)
 GA0598
 GA0598                          SUPERSEDED SURVEY CONTROL
 GA0598
 GA0598  NGVD 29 (??/??/92)  480.431  (m)         1576.21   (f) ADJ UNCH    ?  
 GA0598
 GA0598.Superseded values are not recommended for survey control.
 GA0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0598.See file dsdata.txt to determine how the superseded data were derived.
 GA0598
 GA0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA699038(NAD 83)
 GA0598_MARKER: X = CHISELED CROSS
 GA0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0598_SP_SET: CULVERT
 GA0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0598
 GA0598  HISTORY     - Date     Condition        Report By
 GA0598  HISTORY     - UNK      MONUMENTED       TVA
 GA0598  HISTORY     - 1938     GOOD             TVA
 GA0598
 GA0598                          STATION DESCRIPTION
 GA0598
 GA0598'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0598'3.8 MI NW FROM ERWIN.
 GA0598'IN WASHINGTON COUNTY, 3.8 MILES NORTHWEST ALONG STATE HIGHWAY
 GA0598'81 FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI
 GA0598'COUNTY, 1.5 MILES SOUTH OF EMBREEVILLE, AND ON THE UPSTREAM SIDE
 GA0598'OF THE CULVERT OVER DINKINS CREEK.  A CHISELED CROSS PAINTED RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0568 ***********************************************************************
 FE0568  DESIGNATION -  BM USGS
 FE0568  PID         -  FE0568
 FE0568  STATE/COUNTY-  TN/HARDEMAN
 FE0568  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0568
 FE0568                         *CURRENT SURVEY CONTROL
 FE0568  ___________________________________________________________________
 FE0568* NAD 83(1986)-  35 18 47.     (N)    088 57 29.     (W)     SCALED    
 FE0568* NAVD 88     -       123.74   (+/-2cm)     406.0    (feet)  VERTCON   
 FE0568  ___________________________________________________________________
 FE0568  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0568
 FE0568  VERT ORDER  -  ? (See Below)
 FE0568
 FE0568.The horizontal coordinates were scaled from a topographic map and have
 FE0568.an estimated accuracy of +/- 6 seconds.
 FE0568
 FE0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0568.The vertical order pertains to the NGVD 29 superseded value.
 FE0568
 FE0568.The geoid height was determined by GEOID03.
 FE0568
 FE0568;                    North         East    Units  Estimated Accuracy
 FE0568;SPC TN       -   112,770.      331,040.      MT  (+/- 180 meters Scaled)
 FE0568
 FE0568                          SUPERSEDED SURVEY CONTROL
 FE0568
 FE0568  NGVD 29 (??/??/??)  123.738  (m)          405.96   (f) ADJUSTED    ?  
 FE0568
 FE0568.Superseded values are not recommended for survey control.
 FE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0568.See file dsdata.txt to determine how the superseded data were derived.
 FE0568
 FE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE219095(NAD 83)
 FE0568_MARKER: N = NAIL
 FE0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0568_SP_SET: RED OAK TREE
 FE0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0568
 FE0568  HISTORY     - Date     Condition        Report By
 FE0568  HISTORY     - UNK      MONUMENTED       USGS
 FE0568  HISTORY     - 1935     GOOD             CGS
 FE0568
 FE0568                          STATION DESCRIPTION
 FE0568
 FE0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0568'1.6 MI N FROM SHANDY.
 FE0568'1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0568'STATION AT SHANDY, HARDEMAN COUNTY, 90 FEET, SOUTHEAST OF BENCH
 FE0568'MARK T 64 DESCRIBED ABOVE, AT A ROAD CROSSING, 45 FEET SOUTH OF
 FE0568'THE ROAD, 45 FEET EAST OF THE TRACK, AND IN THE BASE OF A RED
 FE0568'OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 FE0568'NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4381 ***********************************************************************
 AA4381  SACS        -  This is a Secondary Airport Control Station.
 AA4381  DESIGNATION -  BNA AP 1964 STA A2
 AA4381  PID         -  AA4381
 AA4381  STATE/COUNTY-  TN/DAVIDSON
 AA4381  USGS QUAD   -  ANTIOCH (1983)
 AA4381
 AA4381                         *CURRENT SURVEY CONTROL
 AA4381  ___________________________________________________________________
 AA4381* NAD 83(1995)-  36 07 03.13163(N)    086 41 13.74622(W)     ADJUSTED  
 AA4381* NAVD 88     -       181.21   (meters)     594.5    (feet)  GPS OBS   
 AA4381  ___________________________________________________________________
 AA4381  X           -     298,095.691 (meters)                     COMP
 AA4381  Y           -  -5,149,824.566 (meters)                     COMP
 AA4381  Z           -   3,738,824.494 (meters)                     COMP
 AA4381  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AA4381  ELLIP HEIGHT-         152.00  (meters)          (08/03/04) GPS OBS
 AA4381  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AA4381
 AA4381  HORZ ORDER  -  FIRST
 AA4381  ELLP ORDER  -  FOURTH    CLASS I
 AA4381
 AA4381.This mark is at Nashville Intl Airport (BNA)
 AA4381
 AA4381.The horizontal coordinates were established by GPS observations
 AA4381.and adjusted by the National Geodetic Survey in February 1999..
 AA4381
 AA4381.The orthometric height was determined by GPS observations and a
 AA4381.high-resolution geoid model.
 AA4381
 AA4381.GPS derived orthometric heights for airport stations designated as
 AA4381.PACS or SACS are published to 2 decimal places.  This maintains
 AA4381.centimeter relative accuracy between the PACS and SACS.  It does
 AA4381.not indicate centimeter accuracy relative to other marks which are
 AA4381.part of the NAVD 88 network.
 AA4381
 AA4381.Photographs are available for this station.
 AA4381
 AA4381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4381
 AA4381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4381
 AA4381.The ellipsoidal height was determined by GPS observations
 AA4381.and is referenced to NAD 83.
 AA4381
 AA4381.The geoid height was determined by GEOID03.
 AA4381
 AA4381;                    North         East     Units Scale Factor Converg.
 AA4381;SPC TN       -   198,173.912   538,138.878   MT  0.99996060   -0 24 08.2
 AA4381;SPC TN       -   650,175.58  1,765,543.97   sFT  0.99996060   -0 24 08.2
 AA4381;UTM  16      - 3,997,030.412   528,154.415   MT  0.99960977   +0 11 03.9
 AA4381
 AA4381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4381!SPC TN       -   0.99997614  x   0.99996060  =   0.99993675
 AA4381!UTM  16      -   0.99997614  x   0.99960977  =   0.99958592
 AA4381
 AA4381:                Primary Azimuth Mark                     Grid Az
 AA4381:SPC TN       -  BNA ARP 1964                             024 53 41.8
 AA4381:UTM  16      -  BNA ARP 1964                             024 18 29.7
 AA4381
 AA4381|---------------------------------------------------------------------|
 AA4381| PID    Reference Object                     Distance      Geod. Az  |
 AA4381|                                                           dddmmss.s |
 AA4381| AA4380 BNA ARP 1964                        APPROX. 1.1 KM 0242933.6 |
 AA4381|---------------------------------------------------------------------|
 AA4381
 AA4381                          SUPERSEDED SURVEY CONTROL
 AA4381
 AA4381  ELLIP H (02/25/99)  152.01   (m)                       GP(       ) 4 2
 AA4381  NAD 83(1995)-  36 07 03.13322(N)    086 41 13.74984(W) AD(       ) 1
 AA4381  NAD 83(1995)-  36 07 03.13323(N)    086 41 13.74984(W) AD(       ) 1
 AA4381  ELLIP H (09/30/94)  151.97   (m)                       GP(       ) 4 2
 AA4381  NGVD 29 (09/30/94)  181.22   (m)          594.6    (f) LEVELING    3  
 AA4381
 AA4381.Superseded values are not recommended for survey control.
 AA4381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4381.See file dsdata.txt to determine how the superseded data were derived.
 AA4381
 AA4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2815497030(NAD 83)
 AA4381_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4381_SP_SET: CONCRETE POST
 AA4381_STAMPING: AP 1964 STA A2
 AA4381_MARK LOGO: CGS   
 AA4381_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4381+STABILITY: SURFACE MOTION
 AA4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4381+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 AA4381
 AA4381  HISTORY     - Date     Condition        Report By
 AA4381  HISTORY     - 1964     MONUMENTED       CGS
 AA4381  HISTORY     - 20031010 GOOD             TNDT
 AA4381  HISTORY     - 20041125 GOOD             NGS
 AA4381  HISTORY     - 20060801 GOOD             NASHAP
 AA4381
 AA4381                          STATION DESCRIPTION
 AA4381
 AA4381'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 AA4381'LOCATED IN THE SOUTHWEST PORTION OF THE NASHVILLE INTERNATIONAL
 AA4381'AIRPORT IN NASHVILLE, TN. TO REACH FROM THE TERMINAL RAMP PROCEED
 AA4381'SOUTHWEST TO THE FIRST TAXIWAY SOUTH OF THE CENTER OF THE RAMP.
 AA4381'PROCEED VIA TAXIWAY WEST-SOUTHWEST ACROSS RUNWAY 13/31 TO THE JUNCTION
 AA4381'OF THREE TAXIWAYS.  TURN SOUTH ONTO THE TAXIWAY RUNNING PARALLEL TO
 AA4381'RUNWAY 2L/20R AND CONTINUE TO THE END OF THE TAXIWAY THEN WEST ACROSS
 AA4381'THE RUNWAY TO THE STATION IN THE GRASS SOUTH OF THE TAXIWAY AND WEST
 AA4381'OF THE RUNWAY. IT IS 206.71 FT (63.01 M) SW OF THE CENTERLINE END OF
 AA4381'RUNWAY 2L, 148.6 FT (45.3 M) SW OF THE NORTH CORNER OF AN ASPHALT PAD
 AA4381'OUTBOARD OF THE RUNWAY END, 100 FT (30.5 M) WEST OF THE EDGE OF THE
 AA4381'ASPHALT PAD, 113.8 FT (34.7 M) SW OF THE WESTERNMOST THRESHOLD LIGHT
 AA4381'(SHOWS GREEN AND RED) ON THE WEST SIDE OF THE RUNWAY END, 120.9 FT
 AA4381'(36.9 M) SSW OF THE FOURTH TAXIWAY LIGHT (SHOWS BLUE) WEST OF THE
 AA4381'RUNWAY.  IT IS ABOUT PERPENDICULAR TO A SET OF APPROACH LIGHTS AND A
 AA4381'LINE FORMED BY TAXIWAY LIGHTS (THE FOURTH TAXIWAY LIGHT) ON OPPOSITE
 AA4381'SIDES OF THE TAXIWAY. ACCESS TO THE FIELD IS CONTROLLED. CONTACT MR
 AA4381'JOE MEADOR, AIRPORT ENGINEERING OFFICE, 615-275-1730. MR MEADOR IS
 AA4381'FAMILIAR WITH THE LOCATION OF MARKS AND CAN ARRANGE ACCESS TO THE
 AA4381'FIELD.
 AA4381
 AA4381                          STATION RECOVERY (2003)
 AA4381
 AA4381'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 AA4381'RECOVERED AS DESCRIBED.
 AA4381
 AA4381                          STATION RECOVERY (2004)
 AA4381
 AA4381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DLA)
 AA4381'RECOVERED AS DESCRIBED ON 25 NOV 2004
 AA4381
 AA4381                          STATION RECOVERY (2006)
 AA4381
 AA4381'RECOVERY NOTE BY METRO NASHVILLE APT AUTH 2006 (MDF)
 AA4381'RECOVERED AS DESCRIBED
 AA4381'PLEASE DELETE AS HE IS NO LONGER HERE CONTACT MR JOE MEADOR, AIRPORT
 AA4381'ENGINEERING OFFICE,615-275-1730. MR MEADOR IS FAMILIAR WITH THE
 AA4381'LOCATION OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
 AA4381' 
 AA4381'REPLACE WITH CONTACT MR MICHAEL FULGHUM, PLANNING, DESIGN, AND
 AA4381'CONSTRUCTION, 615-275-1645. MR FULGHUM IS FAMILIAR WITH THE LOCATION
 AA4381'OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4382 ***********************************************************************
 AA4382  SACS        -  This is a Secondary Airport Control Station.
 AA4382  DESIGNATION -  BNA AP 1964 STA B2
 AA4382  PID         -  AA4382
 AA4382  STATE/COUNTY-  TN/DAVIDSON
 AA4382  USGS QUAD   -  NASHVILLE EAST (1983)
 AA4382
 AA4382                         *CURRENT SURVEY CONTROL
 AA4382  ___________________________________________________________________
 AA4382* NAD 83(1995)-  36 08 18.18765(N)    086 40 44.31418(W)     ADJUSTED  
 AA4382* NAVD 88     -       167.51   (meters)     549.6    (feet)  GPS OBS   
 AA4382  ___________________________________________________________________
 AA4382  X           -     298,750.860 (meters)                     COMP
 AA4382  Y           -  -5,148,409.202 (meters)                     COMP
 AA4382  Z           -   3,740,685.003 (meters)                     COMP
 AA4382  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AA4382  ELLIP HEIGHT-         138.28  (meters)          (08/03/04) GPS OBS
 AA4382  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AA4382
 AA4382  HORZ ORDER  -  FIRST
 AA4382  ELLP ORDER  -  FOURTH    CLASS I
 AA4382
 AA4382.This mark is at Nashville Intl Airport (BNA)
 AA4382
 AA4382.The horizontal coordinates were established by GPS observations
 AA4382.and adjusted by the National Geodetic Survey in February 1999..
 AA4382
 AA4382.The orthometric height was determined by GPS observations and a
 AA4382.high-resolution geoid model.
 AA4382
 AA4382.GPS derived orthometric heights for airport stations designated as
 AA4382.PACS or SACS are published to 2 decimal places.  This maintains
 AA4382.centimeter relative accuracy between the PACS and SACS.  It does
 AA4382.not indicate centimeter accuracy relative to other marks which are
 AA4382.part of the NAVD 88 network.
 AA4382
 AA4382.Photographs are available for this station.
 AA4382
 AA4382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4382
 AA4382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4382
 AA4382.The ellipsoidal height was determined by GPS observations
 AA4382.and is referenced to NAD 83.
 AA4382
 AA4382.The geoid height was determined by GEOID03.
 AA4382
 AA4382;                    North         East     Units Scale Factor Converg.
 AA4382;SPC TN       -   200,482.052   538,890.924   MT  0.99996246   -0 23 51.0
 AA4382;SPC TN       -   657,748.20  1,768,011.31   sFT  0.99996246   -0 23 51.0
 AA4382;UTM  16      - 3,999,345.319   528,882.528   MT  0.99961028   +0 11 21.6
 AA4382
 AA4382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4382!SPC TN       -   0.99997830  x   0.99996246  =   0.99994076
 AA4382!UTM  16      -   0.99997830  x   0.99961028  =   0.99958859
 AA4382
 AA4382:                Primary Azimuth Mark                     Grid Az
 AA4382:SPC TN       -  BNA ARP 1964                             192 23 11.8
 AA4382:UTM  16      -  BNA ARP 1964                             191 47 59.2
 AA4382
 AA4382|---------------------------------------------------------------------|
 AA4382| PID    Reference Object                     Distance      Geod. Az  |
 AA4382|                                                           dddmmss.s |
 AA4382| AA4380 BNA ARP 1964                        APPROX. 1.3 KM 1915920.8 |
 AA4382|---------------------------------------------------------------------|
 AA4382
 AA4382                          SUPERSEDED SURVEY CONTROL
 AA4382
 AA4382  ELLIP H (02/25/99)  138.28   (m)                       GP(       ) 4 2
 AA4382  NAD 83(1995)-  36 08 18.18930(N)    086 40 44.31787(W) AD(       ) 1
 AA4382  NAD 83(1995)-  36 08 18.18932(N)    086 40 44.31786(W) AD(       ) 1
 AA4382  ELLIP H (09/30/94)  138.24   (m)                       GP(       ) 4 2
 AA4382  NGVD 29 (09/30/94)  167.56   (m)          549.7    (f) LEVELING    3  
 AA4382
 AA4382.Superseded values are not recommended for survey control.
 AA4382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4382.See file dsdata.txt to determine how the superseded data were derived.
 AA4382
 AA4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2888399345(NAD 83)
 AA4382_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4382_SP_SET: CONCRETE POST
 AA4382_STAMPING: AP 1964 STA B2
 AA4382_MARK LOGO: CGS   
 AA4382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4382+STABILITY: SURFACE MOTION
 AA4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4382+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 AA4382
 AA4382  HISTORY     - Date     Condition        Report By
 AA4382  HISTORY     - 1964     MONUMENTED       CGS
 AA4382  HISTORY     - 20031010 GOOD             TNDT
 AA4382  HISTORY     - 20041125 GOOD             TNDT
 AA4382  HISTORY     - 20060801 GOOD             NASHAP
 AA4382
 AA4382                          STATION DESCRIPTION
 AA4382
 AA4382'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 AA4382'LOCATED AT THE NORTH CENTRAL PORTION OF THE NASHVILLE INTERNATIONAL
 AA4382'AIRPORT IN NASHVILLE, TN. TO REACH FROM THE TERMINAL RAMP PROCEED
 AA4382'NORTH ON THE TERMINAL RAMP TO THE NORTHERNMOST TAXIWAY LEADING WEST.
 AA4382'TAKE TAXIWAY WEST THEN NORTH TO RUNWAY END 20R.  CROSS RUNWAY TO
 AA4382'STATION NORTHWEST OF THE END OF THE RUNWAY ABOUT PERPENDICULAR TO THE
 AA4382'END OF PAVING OUTBOARD OF THE RUNWAY END AND TAXIWAY LIGHTS (SHOW
 AA4382'BLUE) ON OPPOSITE SIDES OF THE TAXIWAY (THE FIRST TAXIWAY LIGHT WEST
 AA4382'OF A STROBE LIGHT). IT IS 232.0 FT (70.7 M) NW OF THE CENTERLINE END
 AA4382'OF RUNWAY 20R, 175.07 FT (53.36 M) W OF THE CENTERLINE EXTENDED OF
 AA4382'RUNWAY 2L/20R, 152.6 FT (46.5 M) N OF THE EDGE OF THE TAXIWAY AND
 AA4382'100.0 FT (30.5 M) W OF THE EDGE OF THE PAVEMENT OUTBOARD OF THE RUNWAY
 AA4382'END. ACCESS TO THE FIELD IS CONTROLLED. CONTACT MR JOE MEADOR, AIRPORT
 AA4382'ENGINEERING OFFICE, 615-275-1730. MR MEADOR IS FAMILIAR WITH THE
 AA4382'LOCATION OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
 AA4382
 AA4382                          STATION RECOVERY (2003)
 AA4382
 AA4382'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 AA4382'RECOVERED AS DESCRIBED.
 AA4382
 AA4382                          STATION RECOVERY (2004)
 AA4382
 AA4382'RECOVERY NOTE BY TN DEPT OF TRANSP 2004 (DLA)
 AA4382'RECOVERED AS DESCRIBED ON 25 NOV 2004
 AA4382
 AA4382                          STATION RECOVERY (2006)
 AA4382
 AA4382'RECOVERY NOTE BY METRO NASHVILLE APT AUTH 2006 (MDF)
 AA4382'RECOVERED AS DESCRIBED
 AA4382'PLEASE DELETE AS HE IS NO LONGER HERE CONTACT MR JOE MEADOR, AIRPORT
 AA4382'ENGINEERING OFFICE,615-275-1730. MR MEADOR IS FAMILIAR WITH THE
 AA4382'LOCATION OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
 AA4382' 
 AA4382'REPLACE WITH CONTACT MR MICHAEL FULGHUM, PLANNING, DESIGN, AND
 AA4382'CONSTRUCTION, 615-275-1645. MR FULGHUM IS FAMILIAR WITH THE LOCATION
 AA4382'OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4380 ***********************************************************************
 AA4380  CBN         -  This is a Cooperative Base Network Control Station.
 AA4380  PACS        -  This is a Primary Airport Control Station.
 AA4380  DESIGNATION -  BNA ARP 1964
 AA4380  PID         -  AA4380
 AA4380  STATE/COUNTY-  TN/DAVIDSON
 AA4380  USGS QUAD   -  NASHVILLE EAST (1983)
 AA4380
 AA4380                         *CURRENT SURVEY CONTROL
 AA4380  ___________________________________________________________________
 AA4380* NAD 83(1995)-  36 07 35.77114(N)    086 40 55.41712(W)     ADJUSTED  
 AA4380* NAVD 88     -       175.84   (meters)     576.9    (feet)  GPS OBS   
 AA4380  ___________________________________________________________________
 AA4380  X           -     298,518.737 (meters)                     COMP
 AA4380  Y           -  -5,149,201.633 (meters)                     COMP
 AA4380  Z           -   3,739,633.978 (meters)                     COMP
 AA4380  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AA4380  ELLIP HEIGHT-         146.62  (meters)          (08/03/04) GPS OBS
 AA4380  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AA4380
 AA4380  HORZ ORDER  -  B
 AA4380  ELLP ORDER  -  FOURTH    CLASS I
 AA4380
 AA4380.This mark is at Nashville Intl Airport (BNA)
 AA4380
 AA4380.The horizontal coordinates were established by GPS observations
 AA4380.and adjusted by the National Geodetic Survey in February 1999..
 AA4380
 AA4380.The orthometric height was determined by GPS observations and a
 AA4380.high-resolution geoid model.
 AA4380
 AA4380.GPS derived orthometric heights for airport stations designated as
 AA4380.PACS or SACS are published to 2 decimal places.  This maintains
 AA4380.centimeter relative accuracy between the PACS and SACS.  It does
 AA4380.not indicate centimeter accuracy relative to other marks which are
 AA4380.part of the NAVD 88 network.
 AA4380
 AA4380.Photographs are available for this station.
 AA4380
 AA4380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4380
 AA4380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4380
 AA4380.The ellipsoidal height was determined by GPS observations
 AA4380.and is referenced to NAD 83.
 AA4380
 AA4380.The geoid height was determined by GEOID03.
 AA4380
 AA4380;                    North         East     Units Scale Factor Converg.
 AA4380;SPC TN       -   199,176.675   538,604.238   MT  0.99996139   -0 23 57.5
 AA4380;SPC TN       -   653,465.47  1,767,070.74   sFT  0.99996139   -0 23 57.5
 AA4380;UTM  16      - 3,998,037.535   528,609.322   MT  0.99961008   +0 11 14.8
 AA4380
 AA4380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4380!SPC TN       -   0.99997699  x   0.99996139  =   0.99993838
 AA4380!UTM  16      -   0.99997699  x   0.99961008  =   0.99958708
 AA4380
 AA4380:                Primary Azimuth Mark                     Grid Az
 AA4380:SPC TN       -  BNA AP 1964 STA B2                       012 23 11.7
 AA4380:UTM  16      -  BNA AP 1964 STA B2                       011 47 59.4
 AA4380
 AA4380|---------------------------------------------------------------------|
 AA4380| PID    Reference Object                     Distance      Geod. Az  |
 AA4380|                                                           dddmmss.s |
 AA4380| AA4382 BNA AP 1964 STA B2                  APPROX. 1.3 KM 0115914.2 |
 AA4380| AA4381 BNA AP 1964 STA A2                  APPROX. 1.1 KM 2042944.4 |
 AA4380|---------------------------------------------------------------------|
 AA4380
 AA4380                          SUPERSEDED SURVEY CONTROL
 AA4380
 AA4380  ELLIP H (02/25/99)  146.63   (m)                       GP(       ) 4 2
 AA4380  NAD 83(1995)-  36 07 35.77278(N)    086 40 55.42074(W) AD(       ) B
 AA4380  ELLIP H (09/30/94)  146.59   (m)                       GP(       ) 4 2
 AA4380  NGVD 29 (09/30/94)  175.86   (m)          577.0    (f) LEVELING    3  
 AA4380
 AA4380.Superseded values are not recommended for survey control.
 AA4380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4380.See file dsdata.txt to determine how the superseded data were derived.
 AA4380
 AA4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2860998038(NAD 83)
 AA4380_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4380_SP_SET: CONCRETE POST
 AA4380_STAMPING: ARP 1964
 AA4380_MARK LOGO: CGS   
 AA4380_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4380+STABILITY: SURFACE MOTION
 AA4380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4380+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 AA4380
 AA4380  HISTORY     - Date     Condition        Report By
 AA4380  HISTORY     - 1964     MONUMENTED       CGS
 AA4380  HISTORY     - 20031010 GOOD             TNDT
 AA4380  HISTORY     - 20041125 GOOD             NGS
 AA4380  HISTORY     - 20060801 GOOD             NASHAP
 AA4380
 AA4380                          STATION DESCRIPTION
 AA4380
 AA4380'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 AA4380'LOCATED NEAR THE MIDDLE OF THE NASHVILLE INTERNATIONAL AIRPORT IN
 AA4380'NASHVILLE, TN. TO REACH FROM THE TERMINAL RAMP PROCEED SOUTHWEST TO
 AA4380'THE FIRST TAXIWAY SOUTH OF THE CENTER OF THE RAMP.  PROCEED VIA
 AA4380'TAXIWAY WEST-SOUTHWEST ACROSS RUNWAY 13/31 TO THE JUNCTION OF THREE
 AA4380'TAXIWAYS.  TURN SOUTH ONTO THE TAXIWAY RUNNING PARALLEL TO RUNWAY
 AA4380'2L/20R AND CONTINUE TO THE STATION BETWEEN THE TAXIWAY AND RUNWAY
 AA4380'ABOUT HALFWAY BETWEEN THE TAXIWAY JUNCTION MENTIONED ABOVE AND AN EAST
 AA4380'WEST SERVICE ROAD. STATION IS INDICATED WITH A FIBERGLASS WITNESS SIGN
 AA4380'ADJACENT TO THE STATION. IT IS 208.9 FT (63.7 M) EAST OF THE FIFTH
 AA4380'RUNWAY LIGHT (SHOWS WHITE)SW OF THE INTERSECTION OF RUNWAY 2L/20R AND
 AA4380'A TAXIWAY RUNNING PARALLEL TO RUNWAY 13/31, 190.4 FT (58.0 M) ESE OF
 AA4380'THE FOURTH RUNWAY LIGHT FROM THE SAME INTERSECTION AND 182.7 FT (55.7
 AA4380'M) E OF THE E EDGE OF RUNWAY 2L/20R. ACCESS TO THE FIELD IS
 AA4380'CONTROLLED.  CONTACT MR JOE MEADOR, AIRPORT ENGINEERING OFFICE,
 AA4380'615-275-1730. MR MEADOR IS FAMILIAR WITH THE LOCATION OF MARKS AND CAN
 AA4380'ARRANGE ACCESS TO THE FIELD.
 AA4380
 AA4380                          STATION RECOVERY (2003)
 AA4380
 AA4380'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 AA4380'RECOVERED AS DESCRIBED.
 AA4380
 AA4380                          STATION RECOVERY (2004)
 AA4380
 AA4380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DLA)
 AA4380'RECOVERED AS DESCRIBED ON 25 NOV 2004
 AA4380
 AA4380                          STATION RECOVERY (2006)
 AA4380
 AA4380'RECOVERY NOTE BY METRO NASHVILLE APT AUTH 2006 (MDF)
 AA4380'RECOVERED AS DESCRIBED
 AA4380'PLEASE DELETE AS HE IS NO LONGER HERE CONTACT MR JOE MEADOR, AIRPORT
 AA4380'ENGINEERING OFFICE,615-275-1730. MR MEADOR IS FAMILIAR WITH THE
 AA4380'LOCATION OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
 AA4380' 
 AA4380'REPLACE WITH CONTACT MR MICHAEL FULGHUM, PLANNING, DESIGN, AND
 AA4380'CONSTRUCTION, 615-275-1645. MR FULGHUM IS FAMILIAR WITH THE LOCATION
 AA4380'OF MARKS AND CAN ARRANGE ACCESS TO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1489 ***********************************************************************
 GD1489  DESIGNATION -  BOAZ
 GD1489  PID         -  GD1489
 GD1489  STATE/COUNTY-  TN/HENRY
 GD1489  USGS QUAD   -  MC KENZIE (1985)
 GD1489
 GD1489                         *CURRENT SURVEY CONTROL
 GD1489  ___________________________________________________________________
 GD1489* NAD 83(1995)-  36 09 08.85497(N)    088 31 17.90743(W)     ADJUSTED  
 GD1489* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 GD1489  ___________________________________________________________________
 GD1489  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1489  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1489
 GD1489  HORZ ORDER  -  SECOND
 GD1489
 GD1489.The horizontal coordinates were established by classical geodetic methods
 GD1489.and adjusted by the National Geodetic Survey in April 1999..
 GD1489
 GD1489.The orthometric height was scaled from a topographic map.
 GD1489
 GD1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1489
 GD1489.The geoid height was determined by GEOID03.
 GD1489
 GD1489;                    North         East     Units Scale Factor Converg.
 GD1489;SPC TN       -   204,754.860   373,111.301   MT  0.99996379   -1 28 34.6
 GD1489;SPC TN       -   671,766.57  1,224,115.99   sFT  0.99996379   -1 28 34.6
 GD1489;UTM  16      - 4,001,931.115   363,117.638   MT  0.99983087   -0 53 52.1
 GD1489
 GD1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1489!SPC TN       -   0.99998122  x   0.99996379  =   0.99994501
 GD1489!UTM  16      -   0.99998122  x   0.99983087  =   0.99981209
 GD1489
 GD1489|---------------------------------------------------------------------|
 GD1489| PID    Reference Object                     Distance      Geod. Az  |
 GD1489|                                                           dddmmss.s |
 GD1489| CG3270 BOAZ RM 1                            61.289 METERS 03759     |
 GD1489| CG3269 BOAZ AZ MK                                         1552239.9 |
 GD1489| GD1490 MCKENZIE MUNICIPAL TANK             APPROX. 2.5 KM 1742659.4 |
 GD1489| GD1491 MCKENZIE TALL STACK                 APPROX. 2.1 KM 1833434.2 |
 GD1489| CG3271 BOAZ RM 2                            40.700 METERS 29159     |
 GD1489|---------------------------------------------------------------------|
 GD1489
 GD1489                          SUPERSEDED SURVEY CONTROL
 GD1489
 GD1489  NAD 83(1995)-  36 09 08.85595(N)    088 31 17.91254(W) AD(       ) 2
 GD1489  NAD 83(1995)-  36 09 08.85601(N)    088 31 17.91257(W) AD(       ) 2
 GD1489  NAD 83(1986)-  36 09 08.86609(N)    088 31 17.90559(W) AD(       ) 2
 GD1489  NAD 27      -  36 09 08.64300(N)    088 31 17.71900(W) AD(       ) 2
 GD1489
 GD1489.Superseded values are not recommended for survey control.
 GD1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1489.See file dsdata.txt to determine how the superseded data were derived.
 GD1489
 GD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF6311801931(NAD 83)
 GD1489_MARKER: DS = TRIANGULATION STATION DISK
 GD1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1489_STAMPING: BOAZ 1934
 GD1489_MARK LOGO: CGS   
 GD1489
 GD1489  HISTORY     - Date     Condition        Report By
 GD1489  HISTORY     - 1934     MONUMENTED       CGS
 GD1489  HISTORY     - 1951     GOOD             CGS
 GD1489  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GD1489  HISTORY     - 1972     GOOD             NGS
 GD1489  HISTORY     - 19910501 GOOD             USPSQD
 GD1489
 GD1489                          STATION DESCRIPTION
 GD1489
 GD1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1489'ABOUT 1 MILE NORTH OF MC KENZIE, 0.4 MILE EAST OF
 GD1489'HENRY-CARROLL-WEAKLEY TRICOUNTY CORNER, ON OR NEAR
 GD1489'HENRY-CARROLL COUNTY LINE, AND ON PROPERTY BELONGING TO JOHN BOAZ
 GD1489'AND RENTED BY MC ELROY AND MONTGOMERY.  TO REACH FROM LYNN HOTEL IN
 GD1489'MC KENZIE, FOLLOW STATE ROUTE 22 NORTH AND WEST 0.35 MILE,
 GD1489'CONTINUE STRAIGHT AHEAD ON MAGNOLIA STREET WHERE ROUTE 22 TURNS
 GD1489'WEST AND GO 1.05 MILES, AND JUST BEFORE REACHING SMALL BRIDGE
 GD1489'TURN LEFT INTO LANE LEADING TO HOUSE AND FOLLOW LANE ABOUT 225 YARDS
 GD1489'BEYOND HOUSE TO FIELD AND STATION SITE ON HIGH GROUND, IN EAST-WEST
 GD1489'FENCE LINE SEPARATING TWO FIELDS, ABOUT 225 YARDS WEST OF HOUSE,
 GD1489'47 YARDS WEST OF FENCE CORNER, AND 29 FEET WEST OF CLUMP OF
 GD1489'PEACH TREES.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1489'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GD1489'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO.
 GD1489'1 IS IN NORTH-SOUTH FENCE LINE, 37 FEET NORTH OF 14-INCH HOLLY TREE,
 GD1489'AND 201.08 FEET FROM STATION N 37 DEG 59 MIN E.  NO. 2 IS
 GD1489'ALONG EAST-WEST FENCE LINE, 2 FEET SOUTH OF FENCE, AND 133.53 FEET
 GD1489'FROM STATION N 68 DEG 01 MIN W.  AZIMUTH MARK IS IN YARD OF
 GD1489'W. R. MONTGOMERY, TENANT OF MRS. B. P. MOORE, 15 FEET NORTHEAST OF
 GD1489'NORTHEAST CORNER OF PORCH, 35 FEET WEST OF CENTER LINE OF ROAD, AND
 GD1489'0.4 MILE FROM STATION S 24 DEG 37 MIN E.
 GD1489
 GD1489                          STATION RECOVERY (1951)
 GD1489
 GD1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GD1489'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN EXCELLENT
 GD1489'CONDITION.  THE ORIGINAL DESCRIPTION OF THE STATION AND THE TO REACH
 GD1489'DESCRIPTION IS ADEQUATE.
 GD1489
 GD1489                          STATION RECOVERY (1967)
 GD1489
 GD1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1489'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1489'CONDITION. FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1489'
 GD1489'THE STATION IS ABOUT 1.0 MILE NORTH OF MC KENZIE, 0.4 OF A MILE EAST
 GD1489'OF THE HENRY-CARROLL-WEAKLEY TRI-COUNTY CORNER, ON OR NEAR THE
 GD1489'HENRY-CARROLL COUNTY LINE, AND ON THE PROPERTY OF THE WILKER BROS.
 GD1489'OF NEW YORK, N.Y.
 GD1489'
 GD1489'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE NORTHEAST CORNER
 GD1489'OF THE SQUARE IN MC KENZIE, GO WEST ON CEDAR AVE. STATE ROUTE 124 FOR
 GD1489'0.2 MILE TO STONEWALL STREET STATE ROUTE 124.  HERE TURN RIGHT
 GD1489'AND GO NORTH ON STONEWALL STREET FOR 0.15 MILE TO A TRAFFIC LIGHT
 GD1489'WHERE STATE ROUTE 124 TURNS LEFT, CONTINUE STRAIGHT AHEAD, NORTH, ON
 GD1489'STONEWALL ST. AND GO 0.6 MILE TO MOORE AVENUE.  HERE TURN RIGHT,
 GD1489'EAST, ON MOORE AVE. AND GO 0.1 MILE TO COMO STREET, TURN LEFT, NORTH,
 GD1489'ON COMO ST. AND GO 0.1 MILE TO JOY DRIVE AND THE AZIMUTH MARK IN
 GD1489'THE NORTHWEST ANGLE.  HERE CONTINUE NORTH ON COMO ST. FOR 0.3 MILE
 GD1489'TO THE MOST NORTHERLY ONE OF TWO DRIVEWAYS LEFT, TURN LEFT ON THIS
 GD1489'DRIVEWAY AND GO WESTERLY FOR 0.1 MILE TO A GROUP OF FARM BUILDINGS,
 GD1489'PASS BETWEEN THE FARM HOUSE AND A CEMENT BLOCK SHED AND CONTINUE WEST
 GD1489'AND NORTH ON A FARM ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT
 GD1489'IN A CULTIVATED FIELD AS DESCRIBED.
 GD1489'
 GD1489'THE STATION IS 158 FEET NORTHWEST OF A SOUTHWEST FENCE CORNER POST,
 GD1489'106 FEET WEST OF A SOUTHWEST FENCE CORNER POST AND 0.8 OF A FOOT
 GD1489'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD1489'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6
 GD1489'INCHES AND THE DISK IS STAMPED BOAZ 1934.
 GD1489'
 GD1489'REFERENCE MARK NO. 1 IS 201.08 FEET NORTHEAST OF THE STATION, 143
 GD1489'FEET NORTH OF A FENCE CORNER AND SMALL METAL SHED, 38 FEET
 GD1489'NORTH-NORTHWEST OF A 30-INCH HOLLY TREE, 24 FEET SOUTH OF AN 8-INCH
 GD1489'BLACK CHERRY TREE, 21 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GD1489'FARM ROAD, AND 0.5 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN
 GD1489'IN A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1489'ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS
 GD1489'STAMPED BOAZ NO 1 1934.
 GD1489'
 GD1489'REFERENCE MARK NO. 2 IS 133.53 FEET WEST-NORTHWEST OF THE STATION IN
 GD1489'A CULTIVATED FIELD AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST
 GD1489'AND SIGN.
 GD1489'
 GD1489'DUE TO A FEEDER ON LINE, IT WAS NOT POSSIBLE TO MEASURE BETWEEN THE
 GD1489'REFERENCE MARKS.
 GD1489'
 GD1489'THE AZIMUTH MARK IS IN YARD OF MR. B. P. MOORE IN THE NORTHWEST ANGLE
 GD1489'OF THE INTERSECTION OF COMO ST. AND JOY DR., 91 FEET NORTH OF THE
 GD1489'APPROXIMATE CENTER OF JOY DR., 32 FEET WEST OF THE APPROXIMATE
 GD1489'CENTER OF COMO ST., 21 FEET NORTH OF A 20-INCH MAPLE TREE, 14 FEET
 GD1489'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 GD1489'HOUSE, 11 FEET EAST OF A 24-INCH MAPLE TREE, AND 7 FEET WEST OF A
 GD1489'30-INCH MAPLE TREE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE
 GD1489'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 7
 GD1489'INCHES AND THE DISK IS STAMPED BOAZ AZI 1934.
 GD1489'
 GD1489'NOTE - THE WITNESS POST WAS SET IN THE CULTIVATED FIELD AT REFERENCE
 GD1489'MARK NO. 2 AT THE REQUEST OF THE TENANT.
 GD1489'
 GD1489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.0 MILE
 GD1489'NORTH OF MC KENZIE.
 GD1489
 GD1489                          STATION RECOVERY (1972)
 GD1489
 GD1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GD1489'THIS STATION WAS VISITED 6-29-72 AND ALL MARKS FOUND AND RECOVERED
 GD1489'EXACTLY AS DESCRIBED IN THE 1967 RECOVERY NOTE WITH THE ONE
 GD1489'FOLLOWING CHANGE.  THE SMALL METAL SHED IN THE SOUTHWEST CORNER OF
 GD1489'THE FENCE HAS BEEN TORN DOWN.  THE STATION WAS NOT OCCUPIED THIS
 GD1489'DATE.
 GD1489'
 GD1489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 GD1489'NORTH OF MCKENZIE.
 GD1489
 GD1489                          STATION RECOVERY (1991)
 GD1489
 GD1489'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBP)
 GD1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0625 ***********************************************************************
 GB0625  DESIGNATION -  BOB
 GB0625  PID         -  GB0625
 GB0625  STATE/COUNTY-  TN/CAMPBELL
 GB0625  USGS QUAD   -  LA FOLLETTE (1990)
 GB0625
 GB0625                         *CURRENT SURVEY CONTROL
 GB0625  ___________________________________________________________________
 GB0625* NAD 83(1995)-  36 25 39.92338(N)    084 00 05.82539(W)     ADJUSTED  
 GB0625* NAVD 88     -       336.965  (meters)    1105.53   (feet)  ADJUSTED  
 GB0625  ___________________________________________________________________
 GB0625  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 GB0625  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0625  DYNAMIC HT  -         336.661 (meters)    1104.53  (feet)  COMP
 GB0625  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 GB0625
 GB0625  HORZ ORDER  -  SECOND
 GB0625  VERT ORDER  -  SECOND    CLASS 0
 GB0625
 GB0625.The horizontal coordinates were established by classical geodetic methods
 GB0625.and adjusted by the National Geodetic Survey in April 1999..
 GB0625
 GB0625.The orthometric height was determined by differential leveling
 GB0625.and adjusted by the National Geodetic Survey in June 1991..
 GB0625
 GB0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0625
 GB0625.The geoid height was determined by GEOID03.
 GB0625
 GB0625.The dynamic height is computed by dividing the NAVD 88
 GB0625.geopotential number by the normal gravity value computed on the
 GB0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0625.degrees latitude (g = 980.6199 gals.).
 GB0625
 GB0625.The modeled gravity was interpolated from observed gravity values.
 GB0625
 GB0625;                    North         East     Units Scale Factor Converg.
 GB0625;SPC TN       -   234,208.809   779,191.307   MT  1.00000199   +1 10 11.8
 GB0625;SPC TN       -   768,400.07  2,556,396.81   sFT  1.00000199   +1 10 11.8
 GB0625;UTM  16      - 4,035,573.387   768,806.585   MT  1.00049035   +1 46 53.5
 GB0625;UTM  17      - 4,035,582.418   230,903.197   MT  1.00049228   -1 47 00.4
 GB0625
 GB0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0625!SPC TN       -   0.99995186  x   1.00000199  =   0.99995385
 GB0625!UTM  16      -   0.99995186  x   1.00049035  =   1.00044218
 GB0625!UTM  17      -   0.99995186  x   1.00049228  =   1.00044411
 GB0625
 GB0625:                Primary Azimuth Mark                     Grid Az
 GB0625:SPC TN       -  LAME                                     062 53 03.2
 GB0625:UTM  16      -  LAME                                     062 16 21.5
 GB0625:UTM  17      -  LAME                                     065 50 15.4
 GB0625
 GB0625|---------------------------------------------------------------------|
 GB0625| PID    Reference Object                     Distance      Geod. Az  |
 GB0625|                                                           dddmmss.s |
 GB0625| GA2323 LAME                                APPROX. 3.2 KM 0640315.0 |
 GB0625| GB0626 BOB RM 1                             32.962 METERS 19747     |
 GB0625| GB0624 BOB RM 2                             34.542 METERS 26240     |
 GB0625|---------------------------------------------------------------------|
 GB0625
 GB0625                          SUPERSEDED SURVEY CONTROL
 GB0625
 GB0625  NAD 83(1995)-  36 25 39.92430(N)    084 00 05.82713(W) AD(       ) 2
 GB0625  NAD 83(1995)-  36 25 39.93111(N)    084 00 05.82858(W) AD(       ) 2
 GB0625  NAD 83(1986)-  36 25 39.93402(N)    084 00 05.82676(W) AD(       ) 2
 GB0625  NAD 27      -  36 25 39.64559(N)    084 00 06.10502(W) AD(       ) 2
 GB0625  NGVD 29 (??/??/92)  337.093  (m)         1105.95   (f) ADJ UNCH    2 0
 GB0625
 GB0625.Superseded values are not recommended for survey control.
 GB0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0625.See file dsdata.txt to determine how the superseded data were derived.
 GB0625
 GB0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6880735573(NAD 83)
 GB0625_MARKER: DD = SURVEY DISK
 GB0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0625_STAMPING: BOB 1964
 GB0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0625+STABILITY: SURFACE MOTION
 GB0625
 GB0625  HISTORY     - Date     Condition        Report By
 GB0625  HISTORY     - 1964     MONUMENTED       TNHD
 GB0625  HISTORY     - 1965     GOOD             TNHD
 GB0625
 GB0625                          STATION DESCRIPTION
 GB0625
 GB0625'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0625'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF LAFOLLETTE.
 GB0625'
 GB0625'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB0625'ROUTE 63 IN LAFOLLETTE,
 GB0625'GO 7.6 MILES NORTHEAST ON STATE ROUTE 63 TO A
 GB0625'GRAVELED ROAD ON THE RIGHT, JUST
 GB0625'WEST OF A CHURCH, AND THE STATION ON
 GB0625'THE RIGHT.
 GB0625'
 GB0625'THE STATION MARK IS 43 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB0625'ROUTE 63, 42 FEET NORTHWEST
 GB0625'OF A 26-INCH WALNUT TREE, 29 FEET WEST OF THE
 GB0625'APPROXIMATE CENTER OF THE GRAVELED
 GB0625'ROAD, 11 FEET WEST OF A FENCE
 GB0625'CORNER AND 6.6 FEET SOUTH-SOUTHWEST OF A WITNESS
 GB0625'POST.  THE SURFACE
 GB0625'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0625'DISKS AND THE
 GB0625'DISKS ARE STAMPED BOB 1964.  THE UNDERGROUND MARK IS ABOUT 30
 GB0625'INCHES BELOW THE SURFACE.
 GB0625'THE SURFACE DISK IS SET IN A 10-INCH
 GB0625'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0625'
 GB0625'REFERENCE MARK NO. 1 IS 95 FEET SOUTHEAST OF A 12-INCH WALNUT TREE,
 GB0625'89 FEET WEST OF THE
 GB0625'APPROXIMATE CENTER OF THE GRAVELED ROAD, 88 FEET
 GB0625'SOUTHWEST OF A 26-INCH WALNUT
 GB0625'TREE AND 75 FEET WEST OF A FENCE.  IT
 GB0625'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0625'CEMENTED FLUSH IN A
 GB0625'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED BOB RM-1
 GB0625'1964.
 GB0625'
 GB0625'REFERENCE MARK NO. 2 IS 61 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB0625'STATE ROUTE 63, 41.5 FEET
 GB0625'SOUTH OF A FENCE AND 24 FEET NORTHWEST OF A 12-INCH
 GB0625'WALNUT TREE.  IT IS A STANDARD
 GB0625'TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0625'CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING
 GB0625'BEDROCK AND THE DISK IS
 GB0625'STAMPED BOB RM-2 1964.
 GB0625'
 GB0625'THE U. S. COAST AND GEODETIC AND STATE SURVEY MARK NO. 621 WILL SERVE
 GB0625'AS THE AZIMUTH MARK.
 GB0625'IT IS 51 FEET NORTH OF A 50-INCH ELM TREE, 9 FEET
 GB0625'SOUTH OF A 10-INCH CEDAR TREE, 2
 GB0625'FEET EAST OF A FENCE AND 0.8 FOOT
 GB0625'SOUTH OF A WITNESS POST.  IT IS A U.  S.  COAST AND
 GB0625'GEODETIC AND STATE
 GB0625'SURVEY METAL DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT,
 GB0625'PROJECTING 17
 GB0625'INCHES, AND THE DISK IS STAMPED 621.
 GB0625'
 GB0625'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.05 MILE NORTHEAST ON
 GB0625'STATE ROUTE 63 TO THE
 GB0625'MARK ON THE LEFT ABOUT 140 FEET NORTH OF THE ROAD.
 GB0625'
 GB0625'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GB0625'
 GB0625'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB0625
 GB0625                          STATION RECOVERY (1965)
 GB0625
 GB0625'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0625'7.6 MI NE FROM LA FOLLETTE.
 GB0625'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GB0625'LA FOLLETTE, GO 7.6 MILES NORTHEAST ON STATE ROUTE 63 TO A
 GB0625'GRAVELED ROAD ON THE RIGHT, JUST WEST OF A CHURCH, AND THE MARK
 GB0625'ON THE RIGHT, 43 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB0625'ROUTE 63, 42 FEET NORTHWEST OF A 26-INCH WALNUT TREE, 29 FEET
 GB0625'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 11 FEET
 GB0625'WEST OF A FENCE CORNER AND 6.6 FEET SOUTH-SOUTHWEST OF A METAL
 GB0625'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GB0625'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0625'MONUMENT, STAMPED BOB 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0626 ***********************************************************************
 GB0626  DESIGNATION -  BOB RM 1
 GB0626  PID         -  GB0626
 GB0626  STATE/COUNTY-  TN/CAMPBELL
 GB0626  USGS QUAD   -  LA FOLLETTE (1990)
 GB0626
 GB0626                         *CURRENT SURVEY CONTROL
 GB0626  ___________________________________________________________________
 GB0626* NAD 83(1986)-  36 25 39.     (N)    084 00 06.     (W)     SCALED    
 GB0626* NAVD 88     -       332.929  (meters)    1092.28   (feet)  ADJUSTED  
 GB0626  ___________________________________________________________________
 GB0626  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0626  DYNAMIC HT  -         332.629 (meters)    1091.30  (feet)  COMP
 GB0626  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 GB0626
 GB0626  VERT ORDER  -  SECOND    CLASS 0
 GB0626
 GB0626.The horizontal coordinates were scaled from a topographic map and have
 GB0626.an estimated accuracy of +/- 6 seconds.
 GB0626
 GB0626.The orthometric height was determined by differential leveling
 GB0626.and adjusted by the National Geodetic Survey in June 1991..
 GB0626
 GB0626.The geoid height was determined by GEOID03.
 GB0626
 GB0626.The dynamic height is computed by dividing the NAVD 88
 GB0626.geopotential number by the normal gravity value computed on the
 GB0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0626.degrees latitude (g = 980.6199 gals.).
 GB0626
 GB0626.The modeled gravity was interpolated from observed gravity values.
 GB0626
 GB0626;                    North         East    Units  Estimated Accuracy
 GB0626;SPC TN       -   234,180.      779,190.      MT  (+/- 180 meters Scaled)
 GB0626
 GB0626                          SUPERSEDED SURVEY CONTROL
 GB0626
 GB0626  NGVD 29 (??/??/92)  333.057  (m)         1092.70   (f) ADJ UNCH    2 0
 GB0626
 GB0626.Superseded values are not recommended for survey control.
 GB0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0626.See file dsdata.txt to determine how the superseded data were derived.
 GB0626
 GB0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF688355(NAD 83)
 GB0626_MARKER: DD = SURVEY DISK
 GB0626_SETTING: 66 = SET IN ROCK OUTCROP
 GB0626_SP_SET: BEDROCK
 GB0626_STAMPING: BOB RM-1 1964
 GB0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0626+STABILITY: POSITION/ELEVATION WELL
 GB0626
 GB0626  HISTORY     - Date     Condition        Report By
 GB0626  HISTORY     - 1964     MONUMENTED       TNHD
 GB0626  HISTORY     - 1965     GOOD             TNHD
 GB0626
 GB0626                          STATION DESCRIPTION
 GB0626
 GB0626'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0626'7.6 MI NE FROM LA FOLLETTE.
 GB0626'THIS MARK IS LOCATED AT THE BOB 1964 STATION SITE, 95 FEET
 GB0626'SOUTHEAST OF A 12-INCH WALNUT TREE, 89 FEET WEST OF THE
 GB0626'APPROXIMATE CENTER OF THE GRAVELED ROAD, 88 FEET SOUTHWEST OF A
 GB0626'26-INCH WALNUT TREE AND 75 FEET WEST OF A FENCE.  THE MARK IS
 GB0626'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GB0626'DRILLED HOLE IN OUT-CROPPING BEDROCK, STAMPED BOB RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0624 ***********************************************************************
 GB0624  DESIGNATION -  BOB RM 2
 GB0624  PID         -  GB0624
 GB0624  STATE/COUNTY-  TN/CAMPBELL
 GB0624  USGS QUAD   -  LA FOLLETTE (1990)
 GB0624
 GB0624                         *CURRENT SURVEY CONTROL
 GB0624  ___________________________________________________________________
 GB0624* NAD 83(1986)-  36 25 39.     (N)    084 00 06.     (W)     SCALED    
 GB0624* NAVD 88     -       334.689  (meters)    1098.06   (feet)  ADJUSTED  
 GB0624  ___________________________________________________________________
 GB0624  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB0624  DYNAMIC HT  -         334.388 (meters)    1097.07  (feet)  COMP
 GB0624  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 GB0624
 GB0624  VERT ORDER  -  SECOND    CLASS 0
 GB0624
 GB0624.The horizontal coordinates were scaled from a topographic map and have
 GB0624.an estimated accuracy of +/- 6 seconds.
 GB0624
 GB0624.The orthometric height was determined by differential leveling
 GB0624.and adjusted by the National Geodetic Survey in June 1991..
 GB0624
 GB0624.The geoid height was determined by GEOID03.
 GB0624
 GB0624.The dynamic height is computed by dividing the NAVD 88
 GB0624.geopotential number by the normal gravity value computed on the
 GB0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0624.degrees latitude (g = 980.6199 gals.).
 GB0624
 GB0624.The modeled gravity was interpolated from observed gravity values.
 GB0624
 GB0624;                    North         East    Units  Estimated Accuracy
 GB0624;SPC TN       -   234,180.      779,190.      MT  (+/- 180 meters Scaled)
 GB0624
 GB0624                          SUPERSEDED SURVEY CONTROL
 GB0624
 GB0624  NGVD 29 (??/??/92)  334.817  (m)         1098.48   (f) ADJ UNCH    2 0
 GB0624
 GB0624.Superseded values are not recommended for survey control.
 GB0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0624.See file dsdata.txt to determine how the superseded data were derived.
 GB0624
 GB0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF688355(NAD 83)
 GB0624_MARKER: DD = SURVEY DISK
 GB0624_SETTING: 66 = SET IN ROCK OUTCROP
 GB0624_SP_SET: BEDROCK
 GB0624_STAMPING: BOB RM-2 1964
 GB0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0624+STABILITY: POSITION/ELEVATION WELL
 GB0624
 GB0624  HISTORY     - Date     Condition        Report By
 GB0624  HISTORY     - 1964     MONUMENTED       TNHD
 GB0624  HISTORY     - 1965     GOOD             TNHD
 GB0624
 GB0624                          STATION DESCRIPTION
 GB0624
 GB0624'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0624'7.6 MI NE FROM LA FOLLETTE.
 GB0624'THIS MARK IS LOCATED AT THE BOB 1964 STATION SITE, 61 FEET
 GB0624'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 41.5 FEET
 GB0624'SOUTH OF A FENCE AND 24 FEET NORTHWEST OF A 12-INCH WALNUT
 GB0624'TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0624'CEMENTED FLUSH IN A DRILLED HOLE IN OUT-CROPPING BEDROCK,
 GB0624'STAMPED BOB RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0090 ***********************************************************************
 GC0090  DESIGNATION -  BOBI
 GC0090  PID         -  GC0090
 GC0090  STATE/COUNTY-  TN/SUMNER
 GC0090  USGS QUAD   -  WESTMORELAND (1979)
 GC0090
 GC0090                         *CURRENT SURVEY CONTROL
 GC0090  ___________________________________________________________________
 GC0090* NAD 83(1986)-  36 37 10.     (N)    086 13 58.     (W)     SCALED    
 GC0090* NAVD 88     -       257.629  (meters)     845.24   (feet)  ADJUSTED  
 GC0090  ___________________________________________________________________
 GC0090  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0090  DYNAMIC HT  -         257.421 (meters)     844.56  (feet)  COMP
 GC0090  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GC0090
 GC0090  VERT ORDER  -  SECOND    CLASS 0
 GC0090
 GC0090.The horizontal coordinates were scaled from a topographic map and have
 GC0090.an estimated accuracy of +/- 6 seconds.
 GC0090
 GC0090.The orthometric height was determined by differential leveling
 GC0090.and adjusted by the National Geodetic Survey in June 1991..
 GC0090
 GC0090.The geoid height was determined by GEOID03.
 GC0090
 GC0090.The dynamic height is computed by dividing the NAVD 88
 GC0090.geopotential number by the normal gravity value computed on the
 GC0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0090.degrees latitude (g = 980.6199 gals.).
 GC0090
 GC0090.The modeled gravity was interpolated from observed gravity values.
 GC0090
 GC0090;                    North         East    Units  Estimated Accuracy
 GC0090;SPC TN       -   253,680.      579,180.      MT  (+/- 180 meters Scaled)
 GC0090
 GC0090                          SUPERSEDED SURVEY CONTROL
 GC0090
 GC0090  NGVD 29 (??/??/??)  257.77   (m)          845.7    (f) RESET       3  
 GC0090
 GC0090.Superseded values are not recommended for survey control.
 GC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0090.See file dsdata.txt to determine how the superseded data were derived.
 GC0090
 GC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF686529(NAD 83)
 GC0090_MARKER: DD = SURVEY DISK
 GC0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0090_STAMPING: BOBI 1961
 GC0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0090+STABILITY: SURFACE MOTION
 GC0090
 GC0090  HISTORY     - Date     Condition        Report By
 GC0090  HISTORY     - 1961     MONUMENTED       TNHD
 GC0090
 GC0090                          STATION DESCRIPTION
 GC0090
 GC0090'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0090'8 MI NE FROM WESTMORELAND.
 GC0090'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 52 IN
 GC0090'WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 3.5 MILES TO A
 GC0090'GRAVLED ROAD RIGHT, TURN RIGHT AND GO EAST 1.8 MILES TO A
 GC0090'T-ROAD LEFT, TURN LEFT AND GO NORTH 0.75 MILE TO A CEMETERY
 GC0090'LEFT AND A DRIVEWAY RIGHT, TURN RIGHT AND GO EAST 0.15 MILE TO A
 GC0090'HOUSE AND A TRACK ROAD LEFT, TURN LEFT ON TRACK ROAD AND GO
 GC0090'NORTH FOR 0.3 MILE TO THE STATION.  THE STATION IS 12 FEET
 GC0090'WEST OF AN 18-INCH SASSAFRAS TREE, 1 FOOT NORTH OF A FENCE,
 GC0090'0.7 FEET NORTH OF A WITNESS POST, SET IN A 10-INCH SQUARE,
 GC0090'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2079 ***********************************************************************
 GC2079  DESIGNATION -  BOBI
 GC2079  PID         -  GC2079
 GC2079  STATE/COUNTY-  TN/SUMNER
 GC2079  USGS QUAD   -  WESTMORELAND (1979)
 GC2079
 GC2079                         *CURRENT SURVEY CONTROL
 GC2079  ___________________________________________________________________
 GC2079* NAD 83(1995)-  36 37 10.27073(N)    086 13 58.05490(W)     ADJUSTED  
 GC2079* NAVD 88     -       257.62   (+/-2cm)     845.2    (feet)  VERTCON   
 GC2079  ___________________________________________________________________
 GC2079  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GC2079  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2079
 GC2079  HORZ ORDER  -  SECOND
 GC2079  VERT ORDER  -  THIRD ? (See Below)
 GC2079
 GC2079.The horizontal coordinates were established by classical geodetic methods
 GC2079.and adjusted by the National Geodetic Survey in April 1999..
 GC2079
 GC2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2079.The vertical order pertains to the NGVD 29 superseded value.
 GC2079
 GC2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2079
 GC2079.The geoid height was determined by GEOID03.
 GC2079
 GC2079;                    North         East     Units Scale Factor Converg.
 GC2079;SPC TN       -   253,684.210   579,175.055   MT  1.00004227   -0 08 10.6
 GC2079;SPC TN       -   832,295.61  1,900,176.83   sFT  1.00004227   -0 08 10.6
 GC2079;SPC KY1Z     - 1,031,875.607 1,456,806.619   MT  1.00014322   -0 17 47.1
 GC2079;SPC KY1Z     - 3,385,411.89  4,779,539.72   sFT  1.00014322   -0 17 47.1
 GC2079;SPC KY S     -   531,869.662   456,811.823   MT  1.00002261   -0 17 34.1
 GC2079;SPC KY S     - 1,744,975.72  1,498,723.46   sFT  1.00002261   -0 17 34.1
 GC2079;UTM  16      - 4,052,939.784   568,602.275   MT  0.99965798   +0 27 27.6
 GC2079
 GC2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2079!SPC TN       -   0.99996422  x   1.00004227  =   1.00000649
 GC2079!SPC KY1Z     -   0.99996422  x   1.00014322  =   1.00010743
 GC2079!SPC KY S     -   0.99996422  x   1.00002261  =   0.99998683
 GC2079!UTM  16      -   0.99996422  x   0.99965798  =   0.99962221
 GC2079
 GC2079|---------------------------------------------------------------------|
 GC2079| PID    Reference Object                     Distance      Geod. Az  |
 GC2079|                                                           dddmmss.s |
 GC2079| GC0089 BOBI RM 2                            16.529 METERS 09820     |
 GC2079| GC0094 SCOTT                               APPROX. 1.7 KM 1820248.2 |
 GC2079| GC0091 BOBI RM 1                            17.477 METERS 27706     |
 GC2079|---------------------------------------------------------------------|
 GC2079
 GC2079                          SUPERSEDED SURVEY CONTROL
 GC2079
 GC2079  NAD 83(1995)-  36 37 10.27084(N)    086 13 58.05510(W) AD(       ) 2
 GC2079  NAD 83(1995)-  36 37 10.28000(N)    086 13 58.05827(W) AD(       ) 2
 GC2079  NAD 83(1986)-  36 37 10.28064(N)    086 13 58.05842(W) AD(       ) 2
 GC2079  NAD 27      -  36 37 10.12840(N)    086 13 58.10480(W) AD(       ) 2
 GC2079  NGVD 29 (07/19/86)  257.73   (m)          845.6    (f) LEVELING    3  
 GC2079
 GC2079.Superseded values are not recommended for survey control.
 GC2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2079.See file dsdata.txt to determine how the superseded data were derived.
 GC2079
 GC2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6860252940(NAD 83)
 GC2079_MARKER: DD = SURVEY DISK
 GC2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2079
 GC2079  HISTORY     - Date     Condition        Report By
 GC2079  HISTORY     - 1961     MONUMENTED       TNHD
 GC2079
 GC2079                          STATION DESCRIPTION
 GC2079
 GC2079'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2079'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WESTMORELAND.
 GC2079'
 GC2079'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2079'ROUTE 52 IN WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 3.5 MILES
 GC2079'TO A GRAVELED ROAD RIGHT, TURN RIGHT, EAST, AND GO 1.8 MILES TO A
 GC2079'T-ROAD LEFT, TURN LEFT, NORTH, AND GO 0.75 MILE TO A CEMETERY AND
 GC2079'A DRIVE ON THE RIGHT, TURN RIGHT, EAST, AND GO 0.15 MILE TO A HOUSE
 GC2079'AND A TRACK ROAD LEFT.  HERE TURN LEFT, NORTH, ON THIS TRACK ROAD
 GC2079'AND GO UPHILL THROUGH A GAP IN A RAIL FENCE FOR 0.3 MILE TO THE
 GC2079'STATION AS DESCRIBED.
 GC2079'
 GC2079'THE STATION IS 12 FEET WEST OF AN 18-INCH SASSAFRAS TREE, 1 FOOT
 GC2079'NORTH OF A FENCE AND 0.7 OF A FOOT NORTH OF A WITNESS POST. THE
 GC2079'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2079'DEPARTMENT DISKS, STAMPED BOBI 1961. THE UNDERGROUND MARK IS
 GC2079'ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE MARK DISK IS SET IN A
 GC2079'10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 GC2079'
 GC2079'REFERENCE MARK NO. 1 IS 11 FEET EAST OF AN 8-INCH SASSAFRAS TREE AND
 GC2079'1 FOOT NORTH OF A FENCE. THE MARK IS A STANDARD
 GC2079'TENNESSEE
 GC2079'HIGHWAY DEPARTMENT DISK SET IN A
 GC2079'10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES, AND THE
 GC2079'DISK IS STAMPED BOBI RM-1 1961.
 GC2079'
 GC2079'REFERENCE MARK NO. 2 IS 7 FEET EAST OF AN 8-INCH SASSAFRAS TREE AND 1
 GC2079'FOOT NORTH OF A FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2079'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT THAT
 GC2079'PROJECTS 3 INCHES, AND THE DISK IS STAMPED BOBI RM-2 1961.
 GC2079'
 GC2079'TRAVERSE STATION CREEK 1961 IS VISIBLE FROM THE GROUND AND WILL SERVE
 GC2079'AS AN AZIMUTH MARK. SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0091 ***********************************************************************
 GC0091  DESIGNATION -  BOBI RM 1
 GC0091  PID         -  GC0091
 GC0091  STATE/COUNTY-  TN/SUMNER
 GC0091  USGS QUAD   -  WESTMORELAND (1979)
 GC0091
 GC0091                         *CURRENT SURVEY CONTROL
 GC0091  ___________________________________________________________________
 GC0091* NAD 83(1986)-  36 37 10.     (N)    086 13 58.     (W)     SCALED    
 GC0091* NAVD 88     -       257.643  (meters)     845.28   (feet)  ADJUSTED  
 GC0091  ___________________________________________________________________
 GC0091  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0091  DYNAMIC HT  -         257.435 (meters)     844.60  (feet)  COMP
 GC0091  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GC0091
 GC0091  VERT ORDER  -  SECOND    CLASS 0
 GC0091
 GC0091.The horizontal coordinates were scaled from a topographic map and have
 GC0091.an estimated accuracy of +/- 6 seconds.
 GC0091
 GC0091.The orthometric height was determined by differential leveling
 GC0091.and adjusted by the National Geodetic Survey in June 1991..
 GC0091
 GC0091.The geoid height was determined by GEOID03.
 GC0091
 GC0091.The dynamic height is computed by dividing the NAVD 88
 GC0091.geopotential number by the normal gravity value computed on the
 GC0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0091.degrees latitude (g = 980.6199 gals.).
 GC0091
 GC0091.The modeled gravity was interpolated from observed gravity values.
 GC0091
 GC0091;                    North         East    Units  Estimated Accuracy
 GC0091;SPC TN       -   253,680.      579,180.      MT  (+/- 180 meters Scaled)
 GC0091
 GC0091                          SUPERSEDED SURVEY CONTROL
 GC0091
 GC0091  NGVD 29 (??/??/92)  257.746  (m)          845.62   (f) ADJ UNCH    2 0
 GC0091
 GC0091.Superseded values are not recommended for survey control.
 GC0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0091.See file dsdata.txt to determine how the superseded data were derived.
 GC0091
 GC0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF686529(NAD 83)
 GC0091_MARKER: DR = REFERENCE MARK DISK
 GC0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0091_STAMPING: BOBI RM-1 1961
 GC0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0091+STABILITY: SURFACE MOTION
 GC0091
 GC0091  HISTORY     - Date     Condition        Report By
 GC0091  HISTORY     - 1961     MONUMENTED       TNHD
 GC0091
 GC0091                          STATION DESCRIPTION
 GC0091
 GC0091'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0091'8 MI NE FROM WESTMORELAND.
 GC0091'THIS MARK IS LOCATED AT THE BOBI 1961 STATION SITE, 11 FEET
 GC0091'EAST OF AN 8-INCH SASSAFRAS TREE, 1 FOOT NORTH OF A FENCE,
 GC0091'57.3 FEET WEST OF THE STATION AND SET IN A 10-INCH SQUARE,
 GC0091'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0089 ***********************************************************************
 GC0089  DESIGNATION -  BOBI RM 2
 GC0089  PID         -  GC0089
 GC0089  STATE/COUNTY-  TN/SUMNER
 GC0089  USGS QUAD   -  WESTMORELAND (1979)
 GC0089
 GC0089                         *CURRENT SURVEY CONTROL
 GC0089  ___________________________________________________________________
 GC0089* NAD 83(1986)-  36 37 10.     (N)    086 13 58.     (W)     SCALED    
 GC0089* NAVD 88     -       257.254  (meters)     844.01   (feet)  ADJUSTED  
 GC0089  ___________________________________________________________________
 GC0089  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0089  DYNAMIC HT  -         257.047 (meters)     843.33  (feet)  COMP
 GC0089  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 GC0089
 GC0089  VERT ORDER  -  SECOND    CLASS 0
 GC0089
 GC0089.The horizontal coordinates were scaled from a topographic map and have
 GC0089.an estimated accuracy of +/- 6 seconds.
 GC0089
 GC0089.The orthometric height was determined by differential leveling
 GC0089.and adjusted by the National Geodetic Survey in June 1991..
 GC0089
 GC0089.The geoid height was determined by GEOID03.
 GC0089
 GC0089.The dynamic height is computed by dividing the NAVD 88
 GC0089.geopotential number by the normal gravity value computed on the
 GC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0089.degrees latitude (g = 980.6199 gals.).
 GC0089
 GC0089.The modeled gravity was interpolated from observed gravity values.
 GC0089
 GC0089;                    North         East    Units  Estimated Accuracy
 GC0089;SPC TN       -   253,680.      579,180.      MT  (+/- 180 meters Scaled)
 GC0089
 GC0089                          SUPERSEDED SURVEY CONTROL
 GC0089
 GC0089  NGVD 29 (??/??/92)  257.358  (m)          844.35   (f) ADJ UNCH    2 0
 GC0089
 GC0089.Superseded values are not recommended for survey control.
 GC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0089.See file dsdata.txt to determine how the superseded data were derived.
 GC0089
 GC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF686529(NAD 83)
 GC0089_MARKER: DR = REFERENCE MARK DISK
 GC0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0089_STAMPING: BOBI RM-2 1961
 GC0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0089+STABILITY: SURFACE MOTION
 GC0089
 GC0089  HISTORY     - Date     Condition        Report By
 GC0089  HISTORY     - 1961     MONUMENTED       TNHD
 GC0089
 GC0089                          STATION DESCRIPTION
 GC0089
 GC0089'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0089'8 MI NE FROM WESTMORELAND.
 GC0089'THIS MARK IS LOCATED AT THE BOBI 1961 STATION SITE, 7 FEET EAST
 GC0089'OF AN 8-INCH SASSAFRAS TREE, 1 FOOT NORTH OF A FENCE, AND 54.2
 GC0089'FEET EAST OF THE STATION.  THE MARK IS SET IN TOP OF A 10-INCH
 GC0089'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE
 GC0089'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1621 ***********************************************************************
 FD1621  DESIGNATION -  BOLD
 FD1621  PID         -  FD1621
 FD1621  STATE/COUNTY-  TN/HUMPHREYS
 FD1621  USGS QUAD   -  BUCKSNORT (1968)
 FD1621
 FD1621                         *CURRENT SURVEY CONTROL
 FD1621  ___________________________________________________________________
 FD1621* NAD 83(1995)-  35 58 56.04911(N)    087 41 51.34569(W)     ADJUSTED  
 FD1621* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 FD1621  ___________________________________________________________________
 FD1621  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FD1621  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1621
 FD1621  HORZ ORDER  -  SECOND
 FD1621
 FD1621.The horizontal coordinates were established by classical geodetic methods
 FD1621.and adjusted by the National Geodetic Survey in April 1999..
 FD1621
 FD1621.The orthometric height was scaled from a topographic map.
 FD1621
 FD1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1621
 FD1621.The geoid height was determined by GEOID03.
 FD1621
 FD1621;                    North         East     Units Scale Factor Converg.
 FD1621;SPC TN       -   184,272.136   446,919.228   MT  0.99995173   -0 59 37.8
 FD1621;SPC TN       -   604,566.17  1,466,267.50   sFT  0.99995173   -0 59 37.8
 FD1621;UTM  16      - 3,982,203.090   437,112.746   MT  0.99964873   -0 24 35.6
 FD1621
 FD1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1621!SPC TN       -   0.99996950  x   0.99995173  =   0.99992123
 FD1621!UTM  16      -   0.99996950  x   0.99964873  =   0.99961824
 FD1621
 FD1621|---------------------------------------------------------------------|
 FD1621| PID    Reference Object                     Distance      Geod. Az  |
 FD1621|                                                           dddmmss.s |
 FD1621| CG5643 BOLD RM 1                            41.502 METERS 15754     |
 FD1621| CG5642 BOLD AZ MK                                         2831021.5 |
 FD1621| CG5644 BOLD RM 2                            39.606 METERS 35406     |
 FD1621|---------------------------------------------------------------------|
 FD1621
 FD1621                          SUPERSEDED SURVEY CONTROL
 FD1621
 FD1621  NAD 83(1995)-  35 58 56.05121(N)    087 41 51.34972(W) AD(       ) 2
 FD1621  NAD 83(1986)-  35 58 56.05921(N)    087 41 51.34709(W) AD(       ) 2
 FD1621  NAD 27      -  35 58 55.83500(N)    087 41 51.27400(W) AD(       ) 2
 FD1621
 FD1621.Superseded values are not recommended for survey control.
 FD1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1621.See file dsdata.txt to determine how the superseded data were derived.
 FD1621
 FD1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3711382203(NAD 83)
 FD1621_MARKER: DS = TRIANGULATION STATION DISK
 FD1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1621
 FD1621  HISTORY     - Date     Condition        Report By
 FD1621  HISTORY     - 1934     MONUMENTED       CGS
 FD1621  HISTORY     - 1952     GOOD             CGS
 FD1621
 FD1621                          STATION DESCRIPTION
 FD1621
 FD1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1621'ABOUT 9 MILES SOUTHEAST OF WAVERLY, 4.75 MILES EAST-NORTHEAST OF
 FD1621'HURRICANE MILLS,
 FD1621'1.75 MILES NORTHWEST OF BOLD SPRINGS, ON DIVIDE
 FD1621'BETWEEN TUMBLING AND HURRICANE
 FD1621'CREEKS, AT HEAD OF BISSELL AND
 FD1621'MCCALLUM BRANCHES OF HURRICANE CREEK AND LUTEN
 FD1621'HOLLOW FROM TUMBLING
 FD1621'CREEK, NEAR NORTHERN END OF SUMMIT, 30.8 FEET SOUTHEAST OF
 FD1621'12-INCH BLACK
 FD1621'OAK WITH TRIANGULAR BLAZE, AND 19 FEET NORTH-NORTHWEST OF
 FD1621'18-INCH BLACK OAK.  TO
 FD1621'REACH FROM COURTHOUSE AT WAVERLY, FOLLOW U S
 FD1621'ROUTE 70 EAST 0.25 MILE AND TURN RIGHT
 FD1621'(SOUTH) ONTO ROUTE 13 AT SIGN
 FD1621'LINDEN 42, FOLLOW ROUTE 13 SOUTH 3.8 MILES (OR 1.65 MILES
 FD1621'BEYOND BLUE CREEK
 FD1621'BRIDGE) AND BEAR LEFT ONTO GRAVEL ROAD AT UNPAINTED HOUSE,
 FD1621'FOLLOW THIS MAIN ROAD UP
 FD1621'VALLEY 5.55 MILES AND TURN LEFT UP DIM ROAD
 FD1621'ABOUT 150 YARDS BEYOND POINT WHERE TOP OF
 FD1621'GRADE IS REACHED AND 55
 FD1621'YARDS BEYOND OAK ON LEFT WITH TRIANGULAR BLAZE, FOLLOW
 FD1621'BLAZED ABOUT 0.5
 FD1621'MILE TO FOOT OF RISE, THEN FOLLOW DIM RIGHT FORK ABOUT 200 YARDS
 FD1621'TO HIGHEST POINT AND
 FD1621'STATION.  SURFACE AND UNDERGROUND MARKS ARE
 FD1621'STANDARD STATION DISKS IN CONCRETE.
 FD1621'UPPER MARK
 FD1621'PROJECTS 8 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH
 FD1621'MARKS ARE
 FD1621'STANDARD REFERENCE DISKS IN CONCRETE, PROJECTING 9 INCHES
 FD1621'ABOVE GROUND.  NO
 FD1621'1 IS ALONG DOWNWARD SLOPE, 20 FEET SOUTHEAST OF
 FD1621'TWIN 12-INCH OAK, AND 136.16 FEET
 FD1621'(SLOPE DISTANCE) FROM STATION.
 FD1621'NO 2 IS ALONG DOWNWARD
 FD1621'SLOPE OF RIDGE AND
 FD1621'129.94 FEET FROM STATION.  AZIMUTH MARK
 FD1621'IS 0.25 MILE FROM
 FD1621'COUNTY ROAD ALONG ROAD LEADING TO STATION, 18 FEET
 FD1621'WEST OF CENTER LINE OF ROAD, 10
 FD1621'FEET EAST-SOUTHEAST OF BLAZED BLACK
 FD1621'OAK, AND 0.25 MILE FROM STATION.
 FD1621
 FD1621                          STATION RECOVERY (1952)
 FD1621
 FD1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 FD1621'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 FD1621'CONDITION.  DISTANCES TO ALL
 FD1621'MARKS CHECKED.  THE DIRECTIONS TO THE REFERENCE
 FD1621'MARKS CHECKED.  THE DIRECTION TO
 FD1621'THE AZIMUTH MARK FAILED TO CHECK.
 FD1621'THE OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION
 FD1621'OF THE FOLLOWING.
 FD1621'STATION IS ON PROPERTY OWNED BY MR JOHN YOUNG.  A WHITE WITNESS POST
 FD1621'WAS SET 5 FEET
 FD1621'NORTH OF THE STATION AND ANOTHER ONE WAS SET 2 FEET
 FD1621'NORTH OF THE AZIMUTH MARK.  A NEW
 FD1621'TO REACH FOLLOWS.
 FD1621'
 FD1621'TO REACH THE STATION FROM THE HUMPHREYS COUNTY COURTHOUSE IN WAVERLY,
 FD1621'GO SOUTH ON STATE HIGHWAY
 FD1621'13 FOR 3.7 MILES TO A GRAVEL ROAD LEFT, TURN LEFT
 FD1621'AND FOLLOW THE GRAVEL ROAD EAST AND
 FD1621'SOUTH FOR 3.3 MILES TO A STEEL
 FD1621'BRIDGE, CONTINUE FOR 2.4 MILES TO A WOODS ROAD LEFT,
 FD1621'0.1 MILE PAST A
 FD1621'HOUSE, TURN LEFT AND FOLLOW THE WOODS ROAD FOR 0.3 MILE TO THE
 FD1621'AZIMUTH MARK ON
 FD1621'THE LEFT, CONTINUE FOR 0.2 MILE TO A FORK, TAKE RIGHT
 FD1621'FOR AND GO 0.2 MILE TO THE STATION
 FD1621'ON THE LEFT.
 FD1621'
 FD1621'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD1621'
 FD1621'DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0590 ***********************************************************************
 FE0590  DESIGNATION -  BOLIVAR 1
 FE0590  PID         -  FE0590
 FE0590  STATE/COUNTY-  TN/HARDEMAN
 FE0590  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0590
 FE0590                         *CURRENT SURVEY CONTROL
 FE0590  ___________________________________________________________________
 FE0590* NAD 83(1986)-  35 15 23.     (N)    088 59 14.     (W)     SCALED    
 FE0590* NAVD 88     -       138.170  (meters)     453.31   (feet)  ADJUSTED  
 FE0590  ___________________________________________________________________
 FE0590  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0590  DYNAMIC HT  -         138.043 (meters)     452.90  (feet)  COMP
 FE0590  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 FE0590
 FE0590  VERT ORDER  -  SECOND    CLASS 0
 FE0590
 FE0590.The horizontal coordinates were scaled from a topographic map and have
 FE0590.an estimated accuracy of +/- 6 seconds.
 FE0590
 FE0590.The orthometric height was determined by differential leveling
 FE0590.and adjusted by the National Geodetic Survey in June 1991..
 FE0590
 FE0590.The geoid height was determined by GEOID03.
 FE0590
 FE0590.The dynamic height is computed by dividing the NAVD 88
 FE0590.geopotential number by the normal gravity value computed on the
 FE0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0590.degrees latitude (g = 980.6199 gals.).
 FE0590
 FE0590.The modeled gravity was interpolated from observed gravity values.
 FE0590
 FE0590;                    North         East    Units  Estimated Accuracy
 FE0590;SPC TN       -   106,560.      328,200.      MT  (+/- 180 meters Scaled)
 FE0590
 FE0590                          SUPERSEDED SURVEY CONTROL
 FE0590
 FE0590  NGVD 29 (??/??/??)  138.157  (m)          453.27   (f) ADJUSTED    2 0
 FE0590
 FE0590.Superseded values are not recommended for survey control.
 FE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0590.See file dsdata.txt to determine how the superseded data were derived.
 FE0590
 FE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE192032(NAD 83)
 FE0590_MARKER: P = PIPE CAP
 FE0590_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE0590_SP_SET: DRIVEN INTO GROUND
 FE0590_STAMPING: BOLIVAR 1
 FE0590_MARK LOGO: DOD   
 FE0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0590+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE0590
 FE0590  HISTORY     - Date     Condition        Report By
 FE0590  HISTORY     - UNK      MONUMENTED       DOD
 FE0590  HISTORY     - 1935     GOOD             CGS
 FE0590  HISTORY     - 19870711 GOOD             LOCENG
 FE0590  HISTORY     - 20020919 GOOD             USACE
 FE0590
 FE0590                          STATION DESCRIPTION
 FE0590
 FE0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0590'AT BOLIVAR.
 FE0590'AT BOLIVAR, HARDEMAN COUNTY, AT THE NORTHWEST CORNER OF THE
 FE0590'INTERSECTION OF MAIN AND JACKSON STREETS AT THE COUNTY COURTHOUSE,
 FE0590'AND IN THE NORTHWEST CORNER OF THE COURTHOUSE YARD.  A CORPS OF
 FE0590'ENGINEERS, U.S. ARMY, STANDARD CAP, RIVETED ON THE TOP OF AN IRON
 FE0590'PIPE.
 FE0590
 FE0590                          STATION RECOVERY (1987)
 FE0590
 FE0590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE0590'RECOVERED IN GOOD CONDITION.
 FE0590
 FE0590                          STATION RECOVERY (2002)
 FE0590
 FE0590'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0590'MONUMENT IS A USED DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2281 ***********************************************************************
 FE2281  DESIGNATION -  BOLIVAR EPIS CH WHITE SPIRE
 FE2281  PID         -  FE2281
 FE2281  STATE/COUNTY-  TN/HARDEMAN
 FE2281  USGS QUAD   -  BOLIVAR EAST (1983)
 FE2281
 FE2281                         *CURRENT SURVEY CONTROL
 FE2281  ___________________________________________________________________
 FE2281* NAD 83(1995)-  35 15 18.48043(N)    088 59 21.57491(W)     ADJUSTED  
 FE2281* NAVD 88     -                                                        
 FE2281  ___________________________________________________________________
 FE2281  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FE2281  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE2281
 FE2281  HORZ ORDER  -  THIRD
 FE2281
 FE2281.The horizontal coordinates were established by classical geodetic methods
 FE2281.and adjusted by the National Geodetic Survey in April 1999..
 FE2281
 FE2281
 FE2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2281
 FE2281.The geoid height was determined by GEOID03.
 FE2281
 FE2281;                    North         East     Units Scale Factor Converg.
 FE2281;SPC TN       -   106,428.417   328,002.152   MT  0.99999910   -1 45 00.3
 FE2281;SPC TN       -   349,173.90  1,076,120.39   sFT  0.99999910   -1 45 00.3
 FE2281;UTM  16      - 3,903,150.910   319,023.698   MT  1.00000365   -1 08 54.9
 FE2281
 FE2281                          SUPERSEDED SURVEY CONTROL
 FE2281
 FE2281  NAD 83(1995)-  35 15 18.48512(N)    088 59 21.57540(W) AD(       ) 4
 FE2281  NAD 83(1995)-  35 15 18.48746(N)    088 59 21.57737(W) AD(       ) 4
 FE2281  NAD 83(1986)-  35 15 18.49239(N)    088 59 21.57520(W) AD(       ) 4
 FE2281  NAD 27      -  35 15 18.19500(N)    088 59 21.35500(W) AD(       ) 3
 FE2281
 FE2281.Superseded values are not recommended for survey control.
 FE2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2281.See file dsdata.txt to determine how the superseded data were derived.
 FE2281
 FE2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1902403151(NAD 83)
 FE2281_MARKER: 90 = CHURCH SPIRE
 FE2281
 FE2281  HISTORY     - Date     Condition        Report By
 FE2281  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2281
 FE2281                          STATION DESCRIPTION
 FE2281
 FE2281'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2282 ***********************************************************************
 FE2282  DESIGNATION -  BOLIVAR N MUNICIPAL TANK
 FE2282  PID         -  FE2282
 FE2282  STATE/COUNTY-  TN/HARDEMAN
 FE2282  USGS QUAD   -  BOLIVAR EAST (1983)
 FE2282
 FE2282                         *CURRENT SURVEY CONTROL
 FE2282  ___________________________________________________________________
 FE2282* NAD 83(1995)-  35 15 28.32969(N)    088 59 30.97859(W)     ADJUSTED  
 FE2282* NAVD 88     -                                                        
 FE2282  ___________________________________________________________________
 FE2282  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FE2282  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE2282
 FE2282  HORZ ORDER  -  THIRD
 FE2282
 FE2282.The horizontal coordinates were established by classical geodetic methods
 FE2282.and adjusted by the National Geodetic Survey in April 1999..
 FE2282
 FE2282
 FE2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2282
 FE2282.The geoid height was determined by GEOID03.
 FE2282
 FE2282;                    North         East     Units Scale Factor Converg.
 FE2282;SPC TN       -   106,739.073   327,773.827   MT  0.99999862   -1 45 05.8
 FE2282;SPC TN       -   350,193.11  1,075,371.30   sFT  0.99999862   -1 45 05.8
 FE2282;UTM  16      - 3,903,459.155   318,792.124   MT  1.00000468   -1 09 00.6
 FE2282
 FE2282                          SUPERSEDED SURVEY CONTROL
 FE2282
 FE2282  NAD 83(1995)-  35 15 28.33471(N)    088 59 30.97838(W) AD(       ) 4
 FE2282  NAD 83(1995)-  35 15 28.33688(N)    088 59 30.98095(W) AD(       ) 4
 FE2282  NAD 83(1986)-  35 15 28.34173(N)    088 59 30.97872(W) AD(       ) 4
 FE2282  NAD 27      -  35 15 28.04300(N)    088 59 30.75800(W) AD(       ) 3
 FE2282
 FE2282.Superseded values are not recommended for survey control.
 FE2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2282.See file dsdata.txt to determine how the superseded data were derived.
 FE2282
 FE2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1879203459(NAD 83)
 FE2282_MARKER: 53 = ELEVATED TANK
 FE2282
 FE2282  HISTORY     - Date     Condition        Report By
 FE2282  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2282
 FE2282                          STATION DESCRIPTION
 FE2282
 FE2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2282'THE STATION IS THE CENTER OF THE TOP OF THE NORTH AND LARGEST ONE OF
 FE2282'TWO MUNICIPAL WATER TANKS IN BOLIVAR. IT IS LOCATED ABOUT 0.05 MILE
 FE2282'NORTHEAST OF THE INTERSECTION OF WEST JACKSON AND NORTH UNION STREETS
 FE2282'IN THE WEST SECTION OF TOWN. IT IS A STEEL TANK SUPPORTED BY A 6
 FE2282'LEGGED STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME BOLIVAR,
 FE2282'TENN. PAINTED ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS. THE
 FE2282'HEIGHT IS ABOUT 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2283 ***********************************************************************
 FE2283  DESIGNATION -  BOLIVAR S MUNICIPAL TANK
 FE2283  PID         -  FE2283
 FE2283  STATE/COUNTY-  TN/HARDEMAN
 FE2283  USGS QUAD   -  BOLIVAR EAST (1983)
 FE2283
 FE2283                         *CURRENT SURVEY CONTROL
 FE2283  ___________________________________________________________________
 FE2283* NAD 83(1995)-  35 15 23.71194(N)    088 59 35.59900(W)     ADJUSTED  
 FE2283* NAVD 88     -                                                        
 FE2283  ___________________________________________________________________
 FE2283  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE2283  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE2283
 FE2283  HORZ ORDER  -  THIRD
 FE2283
 FE2283.The horizontal coordinates were established by classical geodetic methods
 FE2283.and adjusted by the National Geodetic Survey in April 1999..
 FE2283
 FE2283
 FE2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2283
 FE2283.The geoid height was determined by GEOID03.
 FE2283
 FE2283;                    North         East     Units Scale Factor Converg.
 FE2283;SPC TN       -   106,600.400   327,652.735   MT  0.99999884   -1 45 08.5
 FE2283;SPC TN       -   349,738.15  1,074,974.01   sFT  0.99999884   -1 45 08.5
 FE2283;UTM  16      - 3,903,319.217   318,672.493   MT  1.00000522   -1 09 03.2
 FE2283
 FE2283                          SUPERSEDED SURVEY CONTROL
 FE2283
 FE2283  NAD 83(1995)-  35 15 23.71656(N)    088 59 35.59966(W) AD(       ) 4
 FE2283  NAD 83(1995)-  35 15 23.71897(N)    088 59 35.60153(W) AD(       ) 4
 FE2283  NAD 83(1986)-  35 15 23.72390(N)    088 59 35.59930(W) AD(       ) 4
 FE2283  NAD 27      -  35 15 23.42600(N)    088 59 35.37900(W) AD(       ) 3
 FE2283
 FE2283.Superseded values are not recommended for survey control.
 FE2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2283.See file dsdata.txt to determine how the superseded data were derived.
 FE2283
 FE2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1867203319(NAD 83)
 FE2283_MARKER: 53 = ELEVATED TANK
 FE2283
 FE2283  HISTORY     - Date     Condition        Report By
 FE2283  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2283  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FE2283
 FE2283                          STATION DESCRIPTION
 FE2283
 FE2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2283'THE POSITION OF THIS STATION WAS DETERMINED IN 1934 BUT NO
 FE2283'DESCRIPTION WAS WRITTEN.
 FE2283'
 FE2283'THE STATION IS THE CENTER OF THE TOP OF THE SOUTH AND SMALLER ONE OF
 FE2283'TWO MUNICIPAL WATER TANKS LOCATED ABOUT 0.05 MILE SOUTHEAST OF THE
 FE2283'INTERSECTION OF NORTH UNION AND WEST JACKSON STREETS IN THE WEST
 FE2283'SECTION OF BOLIVAR. IT IS A STEEL TANK SUPPORTED BY A FOUR LEGGED
 FE2283'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME BOLIVAR PAINTED
 FE2283'ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS. THE OVER-ALL HEIGHT
 FE2283'IS ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2464 ***********************************************************************
 FE2464  DESIGNATION -  BOLIVAR WESTERN ST HOSP SPIRE
 FE2464  PID         -  FE2464
 FE2464  STATE/COUNTY-  TN/HARDEMAN
 FE2464  USGS QUAD   -  BOLIVAR WEST (1981)
 FE2464
 FE2464                         *CURRENT SURVEY CONTROL
 FE2464  ___________________________________________________________________
 FE2464* NAD 83(1995)-  35 16 32.34694(N)    089 01 36.26349(W)     ADJUSTED  
 FE2464* NAVD 88     -                                                        
 FE2464  ___________________________________________________________________
 FE2464  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE2464  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE2464
 FE2464  HORZ ORDER  -  THIRD
 FE2464
 FE2464.The horizontal coordinates were established by classical geodetic methods
 FE2464.and adjusted by the National Geodetic Survey in April 1999..
 FE2464
 FE2464
 FE2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2464
 FE2464.The geoid height was determined by GEOID03.
 FE2464
 FE2464;                    North         East     Units Scale Factor Converg.
 FE2464;SPC TN       -   108,808.385   324,669.380   MT  0.99999557   -1 46 19.1
 FE2464;SPC TN       -   356,982.18  1,065,186.12   sFT  0.99999557   -1 46 19.1
 FE2464;UTM  16      - 3,905,495.802   315,666.086   MT  1.00001877   -1 10 14.9
 FE2464
 FE2464                          SUPERSEDED SURVEY CONTROL
 FE2464
 FE2464  NAD 83(1995)-  35 16 32.35139(N)    089 01 36.26476(W) AD(       ) 4
 FE2464  NAD 83(1995)-  35 16 32.35371(N)    089 01 36.26589(W) AD(       ) 4
 FE2464  NAD 83(1986)-  35 16 32.35877(N)    089 01 36.26377(W) AD(       ) 4
 FE2464  NAD 27      -  35 16 32.06300(N)    089 01 36.04100(W) AD(       ) 3
 FE2464
 FE2464.Superseded values are not recommended for survey control.
 FE2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2464.See file dsdata.txt to determine how the superseded data were derived.
 FE2464
 FE2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1566605496(NAD 83)
 FE2464_MARKER: 89 = SPIRE
 FE2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2464+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 FE2464
 FE2464  HISTORY     - Date     Condition        Report By
 FE2464  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2464  HISTORY     - 20051111 GOOD             MSSU
 FE2464
 FE2464                          STATION DESCRIPTION
 FE2464
 FE2464'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2465 ***********************************************************************
 FE2465  DESIGNATION -  BOLIVAR WESTERN ST HOSP TANK
 FE2465  PID         -  FE2465
 FE2465  STATE/COUNTY-  TN/HARDEMAN
 FE2465  USGS QUAD   -  BOLIVAR WEST (1981)
 FE2465
 FE2465                         *CURRENT SURVEY CONTROL
 FE2465  ___________________________________________________________________
 FE2465* NAD 83(1995)-  35 16 27.91853(N)    089 01 40.16638(W)     ADJUSTED  
 FE2465* NAVD 88     -                                                        
 FE2465  ___________________________________________________________________
 FE2465  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE2465  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE2465
 FE2465  HORZ ORDER  -  THIRD
 FE2465
 FE2465.The horizontal coordinates were established by classical geodetic methods
 FE2465.and adjusted by the National Geodetic Survey in April 1999..
 FE2465
 FE2465
 FE2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2465
 FE2465.The geoid height was determined by GEOID03.
 FE2465
 FE2465;                    North         East     Units Scale Factor Converg.
 FE2465;SPC TN       -   108,675.025   324,566.571   MT  0.99999578   -1 46 21.4
 FE2465;SPC TN       -   356,544.64  1,064,848.83   sFT  0.99999578   -1 46 21.4
 FE2465;UTM  16      - 3,905,361.368   315,564.679   MT  1.00001923   -1 10 17.0
 FE2465
 FE2465                          SUPERSEDED SURVEY CONTROL
 FE2465
 FE2465  NAD 83(1995)-  35 16 27.92355(N)    089 01 40.16713(W) AD(       ) 4
 FE2465  NAD 83(1995)-  35 16 27.92561(N)    089 01 40.16891(W) AD(       ) 4
 FE2465  NAD 83(1986)-  35 16 27.93051(N)    089 01 40.16659(W) AD(       ) 4
 FE2465  NAD 27      -  35 16 27.63300(N)    089 01 39.94300(W) AD(       ) 3
 FE2465
 FE2465.Superseded values are not recommended for survey control.
 FE2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2465.See file dsdata.txt to determine how the superseded data were derived.
 FE2465
 FE2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1556505361(NAD 83)
 FE2465_MARKER: 53 = ELEVATED TANK
 FE2465
 FE2465  HISTORY     - Date     Condition        Report By
 FE2465  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2465
 FE2465                          STATION DESCRIPTION
 FE2465
 FE2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2465'THE STATION IS THE CENTER OF THE TOP OF THE WESTERN STATE HOSPITAL
 FE2465'WATER TANK LOCATED IN THE SOUTHWEST SECTION OF THE HOSPITAL
 FE2465'GROUNDS ABOUT 3 MILES NORTHWEST OF BOLIVAR. IT IS A STEEL TANK
 FE2465'SUPPORTED BY A 6 LEGGED STEEL STRUCTURE AND IS PAINTED SILVER. THE
 FE2465'OVER-ALL HEIGHT IS ABOUT 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2531 ***********************************************************************
 FE2531  DESIGNATION -  BOLTON
 FE2531  PID         -  FE2531
 FE2531  STATE/COUNTY-  TN/SHELBY
 FE2531  USGS QUAD   -  ARLINGTON (1973)
 FE2531
 FE2531                         *CURRENT SURVEY CONTROL
 FE2531  ___________________________________________________________________
 FE2531* NAD 83(1995)-  35 18 45.51545(N)    089 43 45.42422(W)     ADJUSTED  
 FE2531* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 FE2531  ___________________________________________________________________
 FE2531  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FE2531  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE2531
 FE2531  HORZ ORDER  -  SECOND
 FE2531
 FE2531.The horizontal coordinates were established by classical geodetic methods
 FE2531.and adjusted by the National Geodetic Survey in April 1999..
 FE2531
 FE2531.The orthometric height was scaled from a topographic map.
 FE2531
 FE2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2531
 FE2531.The geoid height was determined by GEOID03.
 FE2531
 FE2531;                    North         East     Units Scale Factor Converg.
 FE2531;SPC TN       -   115,115.155   260,946.023   MT  0.99998954   -2 10 59.8
 FE2531;SPC TN       -   377,673.64    856,120.41   sFT  0.99998954   -2 10 59.8
 FE2531;UTM  16      - 3,911,132.558   251,867.886   MT  1.00035883   -1 34 42.4
 FE2531
 FE2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2531!SPC TN       -   0.99998545  x   0.99998954  =   0.99997499
 FE2531!UTM  16      -   0.99998545  x   1.00035883  =   1.00034428
 FE2531
 FE2531:                Primary Azimuth Mark                     Grid Az
 FE2531:SPC TN       -  BOLTON AZ MK                             013 16 46.9
 FE2531:UTM  16      -  BOLTON AZ MK                             012 40 29.5
 FE2531
 FE2531|---------------------------------------------------------------------|
 FE2531| PID    Reference Object                     Distance      Geod. Az  |
 FE2531|                                                           dddmmss.s |
 FE2531| CG3273 BOLTON AZ MK                                       0110547.1 |
 FE2531| CG3274 BOLTON RM 1                          24.469 METERS 04225     |
 FE2531| FE2529 ARLINGTON MUNICIPAL TANK            APPROX. 7.0 KM 1130118.9 |
 FE2531| FE1280 ARLINGTON                           APPROX. 8.4 KM 1180209.4 |
 FE2531| CG3275 BOLTON RM 2                          26.590 METERS 15920     |
 FE2531|---------------------------------------------------------------------|
 FE2531
 FE2531                          SUPERSEDED SURVEY CONTROL
 FE2531
 FE2531  NAD 83(1995)-  35 18 45.52180(N)    089 43 45.42436(W) AD(       ) 2
 FE2531  NAD 83(1995)-  35 18 45.52209(N)    089 43 45.42470(W) AD(       ) 2
 FE2531  NAD 83(1986)-  35 18 45.52697(N)    089 43 45.42507(W) AD(       ) 2
 FE2531  NAD 27      -  35 18 45.21750(N)    089 43 45.12800(W) AD(       ) 2
 FE2531
 FE2531.Superseded values are not recommended for survey control.
 FE2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2531.See file dsdata.txt to determine how the superseded data were derived.
 FE2531
 FE2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5186811133(NAD 83)
 FE2531_MARKER: DS = TRIANGULATION STATION DISK
 FE2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2531
 FE2531  HISTORY     - Date     Condition        Report By
 FE2531  HISTORY     - 1958     MONUMENTED       CGS
 FE2531
 FE2531                          STATION DESCRIPTION
 FE2531
 FE2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2531'THE STATION IS LOCATED ABOUT 4.0 MILES WEST-NORTHWEST OF ARLINGTON,
 FE2531'ABOUT 2.0 MILES EAST-SOUTHEAST OF BOLTON AND ON THE PROPERTY OF MR.
 FE2531'FRANK BRYANT. IT IS 29 FEET WEST OF THE CENTERLINE OF STEWART ROAD,
 FE2531'17 FEET SOUTHWEST OF A FENCE CORNER, 10 FEET WEST OF A WIRE FENCE AND
 FE2531'11 FEET WEST OF A WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 FE2531'AND THE DISK IS STAMPED BOLTON 1957.
 FE2531'
 FE2531'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ARLINGTON, GO
 FE2531'NORTHWEST ON CHESTER STREET FOR 0.1 MILE TO U.S. HIGHWAY 70. CROSS
 FE2531'HIGHWAY 70 AND GO NORTHWEST ON THE COLLIERVILLE-ARLINGTON ROAD FOR
 FE2531'1.8 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST ON PLEASANT
 FE2531'RIDGE ROAD FOR 1.4 MILES TO THE JUNCTION WITH OSBORNTOWN ROAD.
 FE2531'CONTINUE AHEAD WEST AND SOUTH ON PLEASANT RIDGE ROAD AND OSBORNTOWN
 FE2531'ROAD FOR 0.15 MILE TO A POINT WHERE OSBORNTOWN ROAD CONTINUES SOUTH
 FE2531'AND PLEASANT RIDGE ROAD TURNS WEST. TURN RIGHT AND GO WEST ON
 FE2531'PLEASANT RIDGE ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT. TURN LEFT AND
 FE2531'GO SOUTH ON STEWART ROAD FOR 0.2 MILE TO A HOUSE ON THE RIGHT AND THE
 FE2531'AZIMUTH MARK ON THE LEFT, EAST, SIDE OF THE ROAD.  CONTINUE AHEAD
 FE2531'SOUTH ON STEWART ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT,
 FE2531'WEST, SIDE OF THE ROAD.
 FE2531'
 FE2531'REFERENCE MARK 1 IS 16 FEET EAST OF THE CENTERLINE OF STEWART ROAD,
 FE2531'15 FEET NORTH OF A POWERLINE POLE NO 58990 AND 1 FOOT WEST OF A
 FE2531'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BOLTON NO
 FE2531'1 1957.
 FE2531'
 FE2531'REFERENCE MARK 2 IS 36 FEET NORTH OF A FENCE CORNER, 16 FEET EAST OF
 FE2531'THE CENTERLINE OF STEWART ROAD AND 1 FOOT WEST OF A WIRE FENCE. THE
 FE2531'MONUMENT IS FLUSH AND THE DISK IS STAMPED BOLTON NO 2 1957.
 FE2531'
 FE2531'THE AZIMUTH MARK IS 52 FEET EAST OF THE SOUTHEAST CORNER OF A FARM
 FE2531'HOUSE, 15 FEET EAST OF THE CENTERLINE OF STEWART ROAD, 1 FOOT
 FE2531'WEST OF A WIRE FENCE AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE
 FE2531'MONUMENT IS FLUSH AND THE DISK IS STAMPED BOLTON 1957.
 FE2531'
 FE2531'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1573 ***********************************************************************
 FD1573  DESIGNATION -  BON AIR
 FD1573  PID         -  FD1573
 FD1573  STATE/COUNTY-  TN/WAYNE
 FD1573  USGS QUAD   -  RIVERSIDE (1968)
 FD1573
 FD1573                         *CURRENT SURVEY CONTROL
 FD1573  ___________________________________________________________________
 FD1573* NAD 83(1995)-  35 22 59.57891(N)    087 36 08.92646(W)     ADJUSTED  
 FD1573* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 FD1573  ___________________________________________________________________
 FD1573  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 FD1573  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD1573
 FD1573  HORZ ORDER  -  FIRST
 FD1573
 FD1573.The horizontal coordinates were established by classical geodetic methods
 FD1573.and adjusted by the National Geodetic Survey in April 1999..
 FD1573
 FD1573.The orthometric height was scaled from a topographic map.
 FD1573
 FD1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1573
 FD1573.The geoid height was determined by GEOID03.
 FD1573
 FD1573;                    North         East     Units Scale Factor Converg.
 FD1573;SPC TN       -   117,676.243   454,407.404   MT  0.99997916   -0 56 17.4
 FD1573;SPC TN       -   386,076.14  1,490,834.96   sFT  0.99997916   -0 56 17.4
 FD1573;UTM  16      - 3,915,708.241   445,279.951   MT  0.99963690   -0 20 55.9
 FD1573
 FD1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1573!SPC TN       -   0.99995415  x   0.99997916  =   0.99993331
 FD1573!UTM  16      -   0.99995415  x   0.99963690  =   0.99959107
 FD1573
 FD1573:                Primary Azimuth Mark                     Grid Az
 FD1573:SPC TN       -  HOHENWALD NORTH MUNICIPAL TANK           013 28 49.9
 FD1573:UTM  16      -  HOHENWALD NORTH MUNICIPAL TANK           012 53 28.4
 FD1573
 FD1573|---------------------------------------------------------------------|
 FD1573| PID    Reference Object                     Distance      Geod. Az  |
 FD1573|                                                           dddmmss.s |
 FD1573| FD1624 HOHENWALD NORTH MUNICIPAL TANK      APPROX.19.5 KM 0123232.5 |
 FD1573| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.18.4 KM 0144040.7 |
 FD1573| CG5646 BON AIR RM 1                         27.812 METERS 05717     |
 FD1573| CG5645 BON AIR AZ MK                                      1421633.5 |
 FD1573| CG5647 BON AIR RM 2                         30.529 METERS 16607     |
 FD1573| CG5648 BON AIR RM 3                         30.596 METERS 16646     |
 FD1573|---------------------------------------------------------------------|
 FD1573
 FD1573                          SUPERSEDED SURVEY CONTROL
 FD1573
 FD1573  NAD 83(1995)-  35 22 59.58330(N)    087 36 08.92787(W) AD(       ) 1
 FD1573  NAD 83(1995)-  35 22 59.58365(N)    087 36 08.92733(W) AD(       ) 1
 FD1573  NAD 83(1986)-  35 22 59.58917(N)    087 36 08.92689(W) AD(       ) 1
 FD1573  NAD 27      -  35 22 59.31100(N)    087 36 08.85200(W) AD(       ) 1
 FD1573
 FD1573.Superseded values are not recommended for survey control.
 FD1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1573.See file dsdata.txt to determine how the superseded data were derived.
 FD1573
 FD1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4528015708(NAD 83)
 FD1573_MARKER: DS = TRIANGULATION STATION DISK
 FD1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1573_MARK LOGO: CGS   
 FD1573
 FD1573  HISTORY     - Date     Condition        Report By
 FD1573  HISTORY     - 1934     MONUMENTED       CGS
 FD1573  HISTORY     - 1962     GOOD             CGS
 FD1573
 FD1573                          STATION DESCRIPTION
 FD1573
 FD1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1573'ABOUT 12 MILES AIRLINE SOUTH-SOUTHWEST OF HOHENWALD, 10 MILES AIRLINE
 FD1573'EAST-NORTHEAST OF
 FD1573'WAYNESBORO, 1.5 MILES SOUTH OF HEAD OF ALLENS
 FD1573'CREEK, 1 MILE SOUTHEAST OF HEAD OF
 FD1573'BLOWING SPRING CREEK, IN WOODED
 FD1573'FLAT-TOPPED RIDGE, ON HIGHEST GROUND ON DIVIDE
 FD1573'BETWEEN LITTLE BUFFALO
 FD1573'RIVER AND FORTYEIGHT CREEK, AND ON LAND OWNED BY BON AIR COAL CO.
 FD1573'TO REACH FROM
 FD1573'WAYNESBORO, GO EAST ABOUT 4 MILES ON U S ROUTE 64 TO
 FD1573'INTERSECTION WITH STATE ROUTE
 FD1573'48, CONTINUE 8 MILES ON U S ROUTE 64 TO
 FD1573'DIRT ROAD LEADING TO NORTH ON WEST SIDE OF
 FD1573'FILLING STATION, TURN ONTO
 FD1573'THIS ROAD (BAD IN WET WEATHER), GO 5.3 MILES TO WOODS ROAD
 FD1573'LEADING LEFT AT
 FD1573'TRIPLE-NOTCH BLAZE ON LEFT SIDE OF ROAD, TURN LEFT ONTO WOODS
 FD1573'ROAD AND FOLLOW BLAZES 0.4
 FD1573'MILE TO STATION ON LEFT SIDE OF TRAIL.
 FD1573'STATION IS 75 FEET NORTHWEST OF TRIANGULAR
 FD1573'BLAZE, 32 FEET SOUTHWEST
 FD1573'OF TRAIL, AND 31.5 FEET FROM TRIANGLE-BLAZED SMALL OAK TREE.
 FD1573'SURFACE AND
 FD1573'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, SURFACE
 FD1573'MARK PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE
 FD1573'AND AZIMUTH MARKS ARE STANDARD
 FD1573'REFERENCE DISKS IN CONCRETE.
 FD1573'REFERENCE MARK NO 1, PROJECTING 8 INCHES ABOVE
 FD1573'GROUND, IS 40 FEET
 FD1573'NORTH OF TRIANGULAR BLAZE AND 91.28 FEET FROM STATION.
 FD1573'REFERENCE MARK NO 2, PROJECTING 12 INCHES ABOVE GROUND,
 FD1573'IS ON SOUTH SLOPE OF RIDGE AND
 FD1573'100.16 FEET FROM STATION S 13 DEG 53 MIN E.
 FD1573'AZIMUTH MARK, PROJECTING 12
 FD1573'INCHES ABOVE GROUND, IS
 FD1573'0.15 MILE WEST OF FIRST T-INTERSECTION SOUTH OF TRIPLE-NOTCH
 FD1573'BLAZE, 40 FEET
 FD1573'WEST OF WEST END OF PASS IN ROAD, 6 FEET SOUTH OF TRAIL, AND
 FD1573'ABOUT 0.4 MILE FROM
 FD1573'STATION S 38 DEG 43 MIN E.
 FD1573
 FD1573                          STATION RECOVERY (1962)
 FD1573
 FD1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1573'THE STATION, REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE RECOVERED
 FD1573'AND FOUND IN GOOD
 FD1573'CONDITION.  REFERENCE MARK NO 2 WAS FOUND LYING ON THE
 FD1573'SURFACE OF THE GROUND AND
 FD1573'THE MARK WAS RESET AND REINFORCED IN NEARLY
 FD1573'THE ORIGINAL POSITION, AND THE DISK WAS
 FD1573'ALTERED TO READ NO 3.
 FD1573'
 FD1573'DUE TO MANY CHANGES IN ROADS AND PROPERTY OWNERS, THE ORIGINAL
 FD1573'DESCRIPTION IS NO LONGER
 FD1573'ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1573'
 FD1573'THE STATION IS IN OPEN PASTURE LAND AT THE TOP OF A FLAT-TOPPED RIDGE
 FD1573'ON THE PROPERTY OF MR W J
 FD1573'ADAMS, ABOUT 12 MILES SOUTH-SOUTHWEST OF
 FD1573'HOHENWALD, 10 MILES EAST-NORTHEAST OF
 FD1573'WAYNESBORO, AND ON THE DIVIDE
 FD1573'BETWEEN THE BUFFALO RIVER AND FORTY EIGHT CREEK.
 FD1573'
 FD1573'TO REACH FROM THE NORTHEAST CORNER OF THE WAYNE COUNTY COURTHOUSE
 FD1573'SQUARE IN WAYNESBORO, GO
 FD1573'EASTERLY ON U S HIGHWAY 64 FOR 11.5 MILES TO THE
 FD1573'HIGHLAND METHODIST CHURCH AND A
 FD1573'CEMETERY ON THE RIGHT AND BUTTERMILD
 FD1573'RIDGE ROAD ON THE LEFT.  HERE TURN LEFT AND GO
 FD1573'NORTHERLY ON
 FD1573'BUTTERMILK RIDGE ROAD FOR 4.25 MILES TO WHERE THE TVA
 FD1573'TRANSMISSION
 FD1573'LINE CROSSES THE ROAD, CONTINUE NORTHERLY FOR 0.4 MILE TO THE BLOWING
 FD1573'SPRINGS ROAD ON
 FD1573'THE LEFT, CONTINUE NORTHERLY FOR 0.25 MILE TO A
 FD1573'DRIVEWAY ON THE LEFT AT THE W J
 FD1573'ADAMS MAILBOX.  HERE TURN LEFT, WEST,
 FD1573'ON DRIVEWAY AND GO 0.05 MILE TO THE ADAMS HOME,
 FD1573'CONTINUE WEST,
 FD1573'POSSING TO THE SOUTH OF THE HOUSE FOR 0.1 MILE TO A WOODEN GATE,
 FD1573'PASS THROUGH THIS
 FD1573'GATE AND CONTINUE WESTERLY ACROSS PASTURE ON A FIELD
 FD1573'ROAD FOR 0.25 MILE TO THE TOP
 FD1573'OF THE HILL AND THE STATION ON THE LEFT
 FD1573'
 FD1573'THE STATION IS 177 FEET SOUTH OF THE APPROXIMATE CENTER OF THE FIELD
 FD1573'ROAD, 158 FEET WEST OF A
 FD1573'16-INCH OAK TREE, 104 FEET NORTHWEST OF A 16-INCH OAK
 FD1573'TREE, 100 FEET NORTHEAST OF A
 FD1573'16-INCH OAK TREE, 50 FEET SOUTHWEST OF
 FD1573'AN 18-INCH OAK TREE, AND 1.5 FEET SOUTHWEST OF A
 FD1573'METAL WITNESS POST
 FD1573'AND TVA SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1573'ROUND, CONCRETE
 FD1573'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 FD1573'STAMPED BONAIR 1934.
 FD1573'
 FD1573'REFERENCE MARK NO 1 IS 116 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD1573'THE FIELD ROAD, 110 FEET
 FD1573'NORTHWEST OF A 16-INCH OAK TREE AND 43 FEET EAST OF AN
 FD1573'18-INCH OAK TREE.  IT IS A
 FD1573'STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1573'ROUND, CONCRETE MONUMENT THAT PROJECTS 2
 FD1573'INCHES AND THE DISK IS
 FD1573'STAMPED BONAIR NO 1 1934.
 FD1573'
 FD1573'REFERENCE MARK NO 3 IS 46 FEET NORTH OF A FENCE ALONG THE SOUTH EDGE
 FD1573'OF THE PASTURE AT NORTH
 FD1573'EDGE OF WOODS, 20 FEET WEST OF A 16-INCH OAK TREE
 FD1573'AND ON THE SOUTH SLOPE OF THE HILL.
 FD1573'IT IS A STANDARD DISK SET IN THE
 FD1573'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1573'PROJECTS 12 INCHES
 FD1573'AND THE DISK IS STAMPED BONAIR NO 3 1934.
 FD1573'
 FD1573'THE AZIMUTH MARK IS ON A LOW BANK, 23 FEET NORTH OF THE APPROXIMATE
 FD1573'CENTER OF BLOWING SPRINGS
 FD1573'ROAD AND 1.3 FEET WEST OF A METAL WITNESS POST AND
 FD1573'TVA SIGN.  IT IS A STANDARD DISK
 FD1573'SET IN THE TOP OF A 12-INCH, ROUND,
 FD1573'CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE
 FD1573'DISK IS STAMPED
 FD1573'BONAIR AZIMUTH 1934.
 FD1573'
 FD1573'TO REACH THE AXIMUTH MARK FROM THE INTERSECTION OF THE ADAMS DRIVEWAY
 FD1573'AND BUTTERMILK RIDGE
 FD1573'ROAD, GO SOUTH ON BUTTERMILD RIDGE ROAD FOR 0.25
 FD1573'MILE TO BLOWING SPRINGS ROAD ON THE
 FD1573'RIGHT, TURN RIGHT, WEST, AND GO
 FD1573'0.15 MILE TO THE MARK ON THE RIGHT.
 FD1573'
 FD1573'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO HEAVY TIMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1525 ***********************************************************************
 FD1525  DESIGNATION -  BON AQUA
 FD1525  PID         -  FD1525
 FD1525  STATE/COUNTY-  TN/HICKMAN
 FD1525  USGS QUAD   -  LYLES (1992)
 FD1525
 FD1525                         *CURRENT SURVEY CONTROL
 FD1525  ___________________________________________________________________
 FD1525* NAD 83(1995)-  35 55 52.14510(N)    087 18 13.08581(W)     ADJUSTED  
 FD1525* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 FD1525  ___________________________________________________________________
 FD1525  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FD1525  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1525
 FD1525  HORZ ORDER  -  SECOND
 FD1525
 FD1525.The horizontal coordinates were established by classical geodetic methods
 FD1525.and adjusted by the National Geodetic Survey in April 1999..
 FD1525
 FD1525.The orthometric height was scaled from a topographic map.
 FD1525
 FD1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1525
 FD1525.The geoid height was determined by GEOID03.
 FD1525
 FD1525;                    North         East     Units Scale Factor Converg.
 FD1525;SPC TN       -   178,059.960   482,366.765   MT  0.99994983   -0 45 47.5
 FD1525;SPC TN       -   584,185.05  1,582,564.96   sFT  0.99994983   -0 45 47.5
 FD1525;UTM  16      - 3,976,354.771   472,610.297   MT  0.99960924   -0 10 41.4
 FD1525
 FD1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1525!SPC TN       -   0.99995708  x   0.99994983  =   0.99990691
 FD1525!UTM  16      -   0.99995708  x   0.99960924  =   0.99956633
 FD1525
 FD1525|---------------------------------------------------------------------|
 FD1525| PID    Reference Object                     Distance      Geod. Az  |
 FD1525|                                                           dddmmss.s |
 FD1525| FD1524 BON AQUA ST LOT HR 10                 6.366 METERS 00020     |
 FD1525| GC2558 BELL                                APPROX.14.9 KM 0071418.6 |
 FD1525| CG5651 BON AQUA RM 2                        26.497 METERS 03548     |
 FD1525| CG5649 BON AQUA AZ MK                                     0794252.6 |
 FD1525| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX. 3.4 KM 0813453.0 |
 FD1525| CG5650 BON AQUA RM 1                        27.905 METERS 09155     |
 FD1525|---------------------------------------------------------------------|
 FD1525
 FD1525                          SUPERSEDED SURVEY CONTROL
 FD1525
 FD1525  NAD 83(1995)-  35 55 52.14709(N)    087 18 13.08906(W) AD(       ) 2
 FD1525  NAD 83(1986)-  35 55 52.15586(N)    087 18 13.08840(W) AD(       ) 2
 FD1525  NAD 27      -  35 55 51.92400(N)    087 18 13.05100(W) AD(       ) 2
 FD1525
 FD1525.Superseded values are not recommended for survey control.
 FD1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1525.See file dsdata.txt to determine how the superseded data were derived.
 FD1525
 FD1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7261076355(NAD 83)
 FD1525_MARKER: DS = TRIANGULATION STATION DISK
 FD1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1525
 FD1525  HISTORY     - Date     Condition        Report By
 FD1525  HISTORY     - 1953     MONUMENTED       CGS
 FD1525
 FD1525                          STATION DESCRIPTION
 FD1525
 FD1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1525'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF BON AQUA ON STATE
 FD1525'OWNED PROPERTY.
 FD1525'IT IS 25 FEET WEST OF THE END OF A GRAVEL ROAD, 16
 FD1525'FEET SOUTHEAST OF THE SOUTHWEST LEG
 FD1525'AND 15 FEET SOUTHWEST OF THE
 FD1525'SOUTHEAST LEG OF THE BON AQUA, STATE FOREST LOOKOUT
 FD1525'TOWER.  THE MARK
 FD1525'IS FLUSH AND THE DISK IS STAMPED BON AQUA 1953.
 FD1525'
 FD1525'REFERENCE MARK NO 1 IS 11 FEET NORTHEAST OF AN 18 INCH OAK TREE AND 8
 FD1525'FEET SOUTH OF THE
 FD1525'CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK
 FD1525'IS STAMPED BON AQUA NO 1 1953.
 FD1525'
 FD1525'REFERENCE MARK NO 2 IS 60 FEET NORTHWEST OF THE NORTHEAST LEG OF THE
 FD1525'LOOKOUT TOWER, 8 FEET
 FD1525'NORTHWEST OF THE NORTHWEST CORNER OF A LOG CABIN AND 4
 FD1525'FEET EAST OF A 14 INCH OAK TREE.
 FD1525'THE MARK IS FLUSH AND THE DISK IS
 FD1525'STAMPED BON AQUA NO 2 1953.
 FD1525'
 FD1525'AZIMUTH MARK IS 59 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1
 FD1525'FOOT WEST OF A WHITE WITNESS
 FD1525'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 FD1525'IS STAMPED BON AQUA 1953.
 FD1525'
 FD1525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 100
 FD1525'ABOUT 2 MILES SOUTH OF
 FD1525'BON AQUA, GO EAST ON HIGHWAY 100 FOR 0.65 MILE TO A
 FD1525'REVERSE SIDE ROAD LEFT, TURN LEFT
 FD1525'AND GO NORTHWEST ON GRAVEL ROAD FOR
 FD1525'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FD1525'DESCRIBED, CONTINUE
 FD1525'WEST ON GRAVEL ROAD FOR 0.15 MILE TO THE LOOKOUT TOWER AND
 FD1525'STATION AS
 FD1525'DESCRIBED.
 FD1525'
 FD1525'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1524 ***********************************************************************
 FD1524  DESIGNATION -  BON AQUA ST LOT HR 10
 FD1524  PID         -  FD1524
 FD1524  STATE/COUNTY-  TN/HICKMAN
 FD1524  USGS QUAD   -  LYLES (1992)
 FD1524
 FD1524                         *CURRENT SURVEY CONTROL
 FD1524  ___________________________________________________________________
 FD1524* NAD 83(1995)-  35 55 52.35163(N)    087 18 13.08433(W)     ADJUSTED  
 FD1524* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 FD1524  ___________________________________________________________________
 FD1524  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FD1524  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1524
 FD1524  HORZ ORDER  -  THIRD
 FD1524
 FD1524.The horizontal coordinates were established by classical geodetic methods
 FD1524.and adjusted by the National Geodetic Survey in April 1999..
 FD1524
 FD1524.The orthometric height was scaled from a topographic map.
 FD1524
 FD1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1524
 FD1524.The geoid height was determined by GEOID03.
 FD1524
 FD1524;                    North         East     Units Scale Factor Converg.
 FD1524;SPC TN       -   178,066.325   482,366.886   MT  0.99994983   -0 45 47.5
 FD1524;SPC TN       -   584,205.93  1,582,565.36   sFT  0.99994983   -0 45 47.5
 FD1524;UTM  16      - 3,976,361.134   472,610.354   MT  0.99960924   -0 10 41.4
 FD1524
 FD1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1524!SPC TN       -   0.99995708  x   0.99994983  =   0.99990691
 FD1524!UTM  16      -   0.99995708  x   0.99960924  =   0.99956633
 FD1524
 FD1524                          SUPERSEDED SURVEY CONTROL
 FD1524
 FD1524  NAD 83(1995)-  35 55 52.35362(N)    087 18 13.08757(W) AD(       ) 4
 FD1524  NAD 83(1986)-  35 55 52.36238(N)    087 18 13.08687(W) AD(       ) 4
 FD1524  NAD 27      -  35 55 52.13100(N)    087 18 13.04900(W) AD(       ) 3
 FD1524
 FD1524.Superseded values are not recommended for survey control.
 FD1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1524.See file dsdata.txt to determine how the superseded data were derived.
 FD1524
 FD1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7261076361(NAD 83)
 FD1524_MARKER: 57 = LOOKOUT TOWER
 FD1524
 FD1524  HISTORY     - Date     Condition        Report By
 FD1524  HISTORY     - 1953     FIRST OBSERVED   CGS
 FD1524
 FD1524                          STATION DESCRIPTION
 FD1524
 FD1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1524'STATION IS THE CENTER OF THE BASE OF THE TOWER, LOCATED ABOUT 2 MILES
 FD1524'SOUTHEAST OF BON
 FD1524'AQUA.  IT IS A 4 LEGGED STEEL STRUCTURE WITH AN
 FD1524'OBSERVATION ROOM ATOP, ABOUT 75
 FD1524'FEET HIGH AND IS PAINTED SILVER.
 FD1524'
 FD1524'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BON AQUA
 FD1524'AND THE DISTANCE IS
 FD1524'20.9 FEET (6.37 METERS).
 FD1524'
 FD1524'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 100
 FD1524'ABOUT 2 MILES SOUTH OF
 FD1524'BON AQUA, GO EAST ON HIGHWAY 100 FOR 0.65 MILE TO A
 FD1524'REVERSE SIDE ROAD LEFT, TURN LEFT
 FD1524'AND FOLLOW GRAVEL ROAD NORTHWEST
 FD1524'AND WEST FOR 0.2 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2446 ***********************************************************************
 FE2446  DESIGNATION -  BONICORD RAD STA KKE 701 MAST
 FE2446  PID         -  FE2446
 FE2446  STATE/COUNTY-  TN/DYER
 FE2446  USGS QUAD   -  BONICORD (1983)
 FE2446
 FE2446                         *CURRENT SURVEY CONTROL
 FE2446  ___________________________________________________________________
 FE2446* NAD 83(1995)-  35 56 27.41147(N)    089 18 33.22642(W)     ADJUSTED  
 FE2446* NAVD 88     -                                                        
 FE2446  ___________________________________________________________________
 FE2446  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2446  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2446
 FE2446  HORZ ORDER  -  THIRD
 FE2446
 FE2446.The horizontal coordinates were established by classical geodetic methods
 FE2446.and adjusted by the National Geodetic Survey in April 1999..
 FE2446
 FE2446
 FE2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2446
 FE2446.The geoid height was determined by GEOID03.
 FE2446
 FE2446;                    North         East     Units Scale Factor Converg.
 FE2446;SPC TN       -   183,410.893   301,477.155   MT  0.99995013   -1 56 14.5
 FE2446;SPC TN       -   601,740.57    989,096.30   sFT  0.99995013   -1 56 14.5
 FE2446;UTM  16      - 3,979,863.271   291,701.887   MT  1.00013466   -1 21 21.2
 FE2446
 FE2446                          SUPERSEDED SURVEY CONTROL
 FE2446
 FE2446  NAD 83(1995)-  35 56 27.41573(N)    089 18 33.22820(W) AD(       ) 4
 FE2446  NAD 83(1986)-  35 56 27.42245(N)    089 18 33.22630(W) AD(       ) 4
 FE2446  NAD 27      -  35 56 27.16100(N)    089 18 32.97600(W) AD(       ) 3
 FE2446
 FE2446.Superseded values are not recommended for survey control.
 FE2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2446.See file dsdata.txt to determine how the superseded data were derived.
 FE2446
 FE2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9170279863(NAD 83)
 FE2446_MARKER: 42 = RADIO/TV MAST
 FE2446
 FE2446  HISTORY     - Date     Condition        Report By
 FE2446  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2446
 FE2446                          STATION DESCRIPTION
 FE2446
 FE2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2446'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  THE MAST IS A
 FE2446'THREE LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF RED
 FE2446'AND WHITE.  THE MAST IS GUYED AND HAS AN OVERALL HEIGHT OF 309 FEET.
 FE2446'
 FE2446'THE MAST IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF DYERSBURG, ABOUT 4
 FE2446'MILES NORTHWEST OF FRIENDSHIP.  IT IS OWNED AND OPERATED BY THE
 FE2446'TRUNKLINE GAS CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2447 ***********************************************************************
 FE2447  DESIGNATION -  BONICORD TRUNKLINE GAS TANK
 FE2447  PID         -  FE2447
 FE2447  STATE/COUNTY-  TN/DYER
 FE2447  USGS QUAD   -  BONICORD (1983)
 FE2447
 FE2447                         *CURRENT SURVEY CONTROL
 FE2447  ___________________________________________________________________
 FE2447* NAD 83(1995)-  35 56 25.63218(N)    089 18 32.29394(W)     ADJUSTED  
 FE2447* NAVD 88     -                                                        
 FE2447  ___________________________________________________________________
 FE2447  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2447  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2447
 FE2447  HORZ ORDER  -  THIRD
 FE2447
 FE2447.The horizontal coordinates were established by classical geodetic methods
 FE2447.and adjusted by the National Geodetic Survey in April 1999..
 FE2447
 FE2447
 FE2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2447
 FE2447.The geoid height was determined by GEOID03.
 FE2447
 FE2447;                    North         East     Units Scale Factor Converg.
 FE2447;SPC TN       -   183,355.296   301,498.659   MT  0.99995012   -1 56 13.9
 FE2447;SPC TN       -   601,558.17    989,166.85   sFT  0.99995012   -1 56 13.9
 FE2447;UTM  16      - 3,979,807.886   291,723.958   MT  1.00013454   -1 21 20.6
 FE2447
 FE2447                          SUPERSEDED SURVEY CONTROL
 FE2447
 FE2447  NAD 83(1995)-  35 56 25.63645(N)    089 18 32.29557(W) AD(       ) 4
 FE2447  NAD 83(1986)-  35 56 25.64317(N)    089 18 32.29369(W) AD(       ) 4
 FE2447  NAD 27      -  35 56 25.38200(N)    089 18 32.04100(W) AD(       ) 3
 FE2447
 FE2447.Superseded values are not recommended for survey control.
 FE2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2447.See file dsdata.txt to determine how the superseded data were derived.
 FE2447
 FE2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9172479808(NAD 83)
 FE2447_MARKER: 51 = TANK
 FE2447
 FE2447  HISTORY     - Date     Condition        Report By
 FE2447  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2447
 FE2447                          STATION DESCRIPTION
 FE2447
 FE2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2447'THE STATION IS THE CENTER OF THE TOP OF THE SPHERICAL SHAPED TANK.
 FE2447'THE TANK IS PAINTED WHITE AND HAS AN OVERALL HEIGHT OF ABOUT 50
 FE2447'FEET.
 FE2447'
 FE2447'THE TANK IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF DYERSBURG, ABOUT 4
 FE2447'MILES NORTHWEST OF FRIENDSHIP AND ON PROPERTY OWNED BY THE TRUNKLINE
 FE2447'GAS CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0758 ***********************************************************************
 GC0758  DESIGNATION -  BOOTH
 GC0758  PID         -  GC0758
 GC0758  STATE/COUNTY-  TN/SUMNER
 GC0758  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0758
 GC0758                         *CURRENT SURVEY CONTROL
 GC0758  ___________________________________________________________________
 GC0758* NAD 83(1995)-  36 20 31.75773(N)    086 32 07.18591(W)     ADJUSTED  
 GC0758* NAVD 88     -       200.642  (meters)     658.27   (feet)  ADJUSTED  
 GC0758  ___________________________________________________________________
 GC0758  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 GC0758  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0758  DYNAMIC HT  -         200.474 (meters)     657.72  (feet)  COMP
 GC0758  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GC0758
 GC0758  HORZ ORDER  -  SECOND
 GC0758  VERT ORDER  -  SECOND    CLASS 0
 GC0758
 GC0758.The horizontal coordinates were established by classical geodetic methods
 GC0758.and adjusted by the National Geodetic Survey in April 1999..
 GC0758
 GC0758.The orthometric height was determined by differential leveling
 GC0758.and adjusted by the National Geodetic Survey in June 1991..
 GC0758
 GC0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0758
 GC0758.The geoid height was determined by GEOID03.
 GC0758
 GC0758.The dynamic height is computed by dividing the NAVD 88
 GC0758.geopotential number by the normal gravity value computed on the
 GC0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0758.degrees latitude (g = 980.6199 gals.).
 GC0758
 GC0758.The modeled gravity was interpolated from observed gravity values.
 GC0758
 GC0758;                    North         East     Units Scale Factor Converg.
 GC0758;SPC TN       -   223,011.885   551,942.919   MT  0.99998763   -0 18 48.3
 GC0758;SPC TN       -   731,664.83  1,810,832.73   sFT  0.99998763   -0 18 48.3
 GC0758;UTM  16      - 4,021,999.725   541,698.138   MT  0.99962142   +0 16 31.3
 GC0758
 GC0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0758!SPC TN       -   0.99997313  x   0.99998763  =   0.99996076
 GC0758!UTM  16      -   0.99997313  x   0.99962142  =   0.99959456
 GC0758
 GC0758:                Primary Azimuth Mark                     Grid Az
 GC0758:SPC TN       -  BOOTH AZ MK                              067 45 21.1
 GC0758:UTM  16      -  BOOTH AZ MK                              067 10 01.5
 GC0758
 GC0758|---------------------------------------------------------------------|
 GC0758| PID    Reference Object                     Distance      Geod. Az  |
 GC0758|                                                           dddmmss.s |
 GC0758| GC0756 BOOTH AZ MK                         APPROX. 2.2 KM 0672632.8 |
 GC0758| GC0759 BOOTH RM 1                           26.186 METERS 09825     |
 GC0758| GC0757 BOOTH RM 2                           24.524 METERS 21950     |
 GC0758|---------------------------------------------------------------------|
 GC0758
 GC0758                          SUPERSEDED SURVEY CONTROL
 GC0758
 GC0758  NAD 83(1995)-  36 20 31.75909(N)    086 32 07.18751(W) AD(       ) 2
 GC0758  NAD 83(1995)-  36 20 31.76424(N)    086 32 07.18782(W) AD(       ) 2
 GC0758  NAD 83(1986)-  36 20 31.76817(N)    086 32 07.18768(W) AD(       ) 2
 GC0758  NAD 27      -  36 20 31.59150(N)    086 32 07.21510(W) AD(       ) 2
 GC0758  NGVD 29 (??/??/92)  200.711  (m)          658.50   (f) ADJ UNCH    2 0
 GC0758
 GC0758.Superseded values are not recommended for survey control.
 GC0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0758.See file dsdata.txt to determine how the superseded data were derived.
 GC0758
 GC0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4169822000(NAD 83)
 GC0758_MARKER: DD = SURVEY DISK
 GC0758_SETTING: 66 = SET IN ROCK OUTCROP
 GC0758_SP_SET: BEDROCK
 GC0758_STAMPING: BOOTH 1961
 GC0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0758+STABILITY: POSITION/ELEVATION WELL
 GC0758
 GC0758  HISTORY     - Date     Condition        Report By
 GC0758  HISTORY     - 1961     MONUMENTED       TNHD
 GC0758  HISTORY     - 1961     GOOD             TNHD
 GC0758
 GC0758                          STATION DESCRIPTION
 GC0758
 GC0758'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0758'6.2 MI SW FROM GALLATIN.
 GC0758'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. 31E FOR
 GC0758'6.25 MILES TO A DRIVEWAY AND A FIELD ROAD RIGHT, TURN RIGHT AND
 GC0758'FOLLOW FIELD ROAD NORTHERLY FOR 0.3 MILE TO A GATE AND A FIELD ROAD
 GC0758'RIGHT, TURN RIGHT AND GO EASTERLY FOR 0.3 MILE TO THE STATION.
 GC0758'THE STATION IS 61 FEET SOUTHEAST OF A 36-INCH WHITE OAK TREE,
 GC0758'52.2 FEET NORTHWEST OF A WITNESS POST, SET FLUSH IN A DRILLED
 GC0758'HOLE IN OUTCROPPING BEDROCK.
 GC0758
 GC0758                          STATION RECOVERY (1961)
 GC0758
 GC0758'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0758'THE STATION IS ABOUT 6.2 MILES SOUTHWEST OF GALLATIN ON THE PROPERTY
 GC0758'OF MR. GUY COMER.
 GC0758'
 GC0758'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SUMNER COUNTY
 GC0758'COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S.  HIGHWAY 31E FOR
 GC0758'6.25 MILES TO A DRIVEWAY AND FIELD ROAD RIGHT, TURN RIGHT AND FOLLOW
 GC0758'FIELD ROAD NORTHERLY FOR 0.3 MILE TO A GATE AND A FIELD ROAD RIGHT,
 GC0758'TURN RIGHT AND GO EASTERLY FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 GC0758'
 GC0758'THE STATION IS 61 FEET SOUTHEAST OF A 36-INCH WHITE OAK TREE AND 52.2
 GC0758'FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC0758'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH, IN A DRILLED HOLE IN
 GC0758'OUTCROPPING BEDROCK, AND THE DISK IS STAMPED BOOTH 1961.  NO
 GC0758'UNDERGROUND MARK WAS ESTABLISHED.
 GC0758'
 GC0758'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF A 15-INCH WALNUT TREE.  THE
 GC0758'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 GC0758'FLUSH, IN A DRILLED HOLE IN OUTCROPPING BEDROCK, AND THE DISK IS
 GC0758'STAMPED BOOTH RM-1 1961.
 GC0758'
 GC0758'REFERENCE MARK NO. 2 IS 30 FEET SOUTHWEST OF A 24-INCH WHITE OAK
 GC0758'TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0758'DISK, CEMENTED FLUSH, IN A DRILLED HOLE IN OUTCROPPING BEDROCK, AND
 GC0758'THE DISK IS STAMPED BOOTH RM-2 1961.
 GC0758'
 GC0758'THE AZIMUTH MARK IS 32 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GC0758'HIGHWAY 31E.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0758'DEPARTMENT DISK, CEMENTED FLUSH, IN A DRILLED HOLE IN THE SIDEWALK AT
 GC0758'THE SOUTHWEST CORNER OF A BRIDGE, AND THE DISK IS STAMPED BOOTH
 GC0758'AZI 1961.
 GC0758'
 GC0758'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 31E
 GC0758'AND THE FIELD ROAD, GO NORTHEAST ON U.S. HIGHWAY 31E FOR 1.5
 GC0758'MILES TO A HIGHWAY BRIDGE ACROSS STATION CAMP CREEK AND THE MARK ON
 GC0758'THE LEFT AS DESCRIBED.
 GC0758'
 GC0758'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1708 ***********************************************************************
 GD1708  DESIGNATION -  BOOTH
 GD1708  PID         -  GD1708
 GD1708  STATE/COUNTY-  TN/DYER
 GD1708  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD1708
 GD1708                         *CURRENT SURVEY CONTROL
 GD1708  ___________________________________________________________________
 GD1708* NAD 83(1995)-  36 05 58.36698(N)    089 33 52.22139(W)     ADJUSTED  
 GD1708* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1708  ___________________________________________________________________
 GD1708  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GD1708  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1708
 GD1708  HORZ ORDER  -  SECOND
 GD1708
 GD1708.The horizontal coordinates were established by classical geodetic methods
 GD1708.and adjusted by the National Geodetic Survey in April 1999..
 GD1708
 GD1708.The orthometric height was scaled from a topographic map.
 GD1708
 GD1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1708
 GD1708.The geoid height was determined by GEOID03.
 GD1708
 GD1708;                    North         East     Units Scale Factor Converg.
 GD1708;SPC TN       -   201,805.112   279,099.480   MT  0.99995910   -2 05 12.5
 GD1708;SPC TN       -   662,088.94    915,678.88   sFT  0.99995910   -2 05 12.5
 GD1708;UTM  16      - 3,998,035.026   269,134.235   MT  1.00025678   -1 30 41.9
 GD1708
 GD1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1708!SPC TN       -   0.99999172  x   0.99995910  =   0.99995082
 GD1708!UTM  16      -   0.99999172  x   1.00025678  =   1.00024849
 GD1708
 GD1708|---------------------------------------------------------------------|
 GD1708| PID    Reference Object                     Distance      Geod. Az  |
 GD1708|                                                           dddmmss.s |
 GD1708| CG3277 BOOTH RM 1                           14.750 METERS 11611     |
 GD1708| CG3279 BOOTH RM 3                           14.741 METERS 11612     |
 GD1708| CG3276 BOOTH AZ MK                                        1211530.9 |
 GD1708| CG3278 BOOTH RM 2                           17.893 METERS 17927     |
 GD1708|---------------------------------------------------------------------|
 GD1708
 GD1708                          SUPERSEDED SURVEY CONTROL
 GD1708
 GD1708  NAD 83(1995)-  36 05 58.37037(N)    089 33 52.22279(W) AD(       ) 2
 GD1708  NAD 83(1995)-  36 05 58.36999(N)    089 33 52.22283(W) AD(       ) 2
 GD1708  NAD 83(1986)-  36 05 58.37847(N)    089 33 52.22154(W) AD(       ) 2
 GD1708  NAD 27      -  36 05 58.12497(N)    089 33 51.94518(W) AD(       ) 2
 GD1708
 GD1708.Superseded values are not recommended for survey control.
 GD1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1708.See file dsdata.txt to determine how the superseded data were derived.
 GD1708
 GD1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6913498035(NAD 83)
 GD1708_MARKER: DS = TRIANGULATION STATION DISK
 GD1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1708
 GD1708  HISTORY     - Date     Condition        Report By
 GD1708  HISTORY     - 1959     MONUMENTED       CGS
 GD1708  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GD1708  HISTORY     - 1972     GOOD             NGS
 GD1708  HISTORY     - 20050609 POOR             USACE
 GD1708
 GD1708                          STATION DESCRIPTION
 GD1708
 GD1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1708'THE STATION IS ABOUT 4 MILES WEST OF THE SMALL TOWN OF LENOX AND
 GD1708'ABOUT 5 MILES NORTHWEST OF THE TOWN OF FINLEY IN THE ROAD
 GD1708'RIGHT-OF-WAY.  IT IS 3 FEET SOUTH OF A WIRE FENCE, 32 FEET NORTH OF
 GD1708'THE CENTERLINE OF THE CONCRETE ROAD, 6 FEET WEST OF A WHITE
 GD1708'WITNESS POST, AND 96 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 GD1708'DOOR TO AN OLD ROOT CELLER.  THE MONUMENT PROJECTS 1 INCH AND THE
 GD1708'DISK IS STAMPED BOOTH 1959.
 GD1708'
 GD1708'TO REACH FROM THE BRICK SCHOOL BUILDING IN LENOX, GO WEST ON A PAVED
 GD1708'ROAD FOR 0.25 MILE TO THE ILLINOIS CENTRAL RAILROAD.  CONTINUE WEST
 GD1708'FOR 0.5 MILES TO WHERE THE ROAD NARROWS TO ONE LANE OF CONCRETE
 GD1708'PAVEMENT.  CONTINUE WEST ON THE CONCRETE ROAD FOR 1.15 MILES TO A
 GD1708'ONE-LANE STEEL BRIDGE, 0.2 MILE LONG.  CONTINUE WEST ON THE ONE
 GD1708'LANE CONCRETE ROAD FOR 1.4 MILE TO A GRAVEL SIDE ROAD LEFT.*
 GD1708'CONTINUE WEST ON THE ONE LANE CONCRETE ROAD FOR 0.55 MILE TO
 GD1708'STATION ON THE RIGHT.
 GD1708'
 GD1708'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE NARROW
 GD1708'GRAVEL ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GD1708'
 GD1708'REFERENCE MARK 1 IS 4 FEET SOUTH OF A WIRE FENCE, 32 FEET NORTH OF
 GD1708'THE CENTERLINE OF THE CONCRETE ROAD, AND 42 FEET EAST OF A WHITE
 GD1708'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GD1708'BOOTH NO 1 1959.
 GD1708'
 GD1708'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE CENTERLINE OF THE CONCRETE
 GD1708'ROAD, 2 FEET NORTH OF A WIRE FENCE, AND 19 FEET WEST OF A POWER
 GD1708'POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED BOOTH NO
 GD1708'2 1959.
 GD1708'
 GD1708'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 19 FEET WEST OF THE
 GD1708'CENTERLINE OF THE GRAVEL ROAD, AND 2 FEET SOUTH OF A WHITE WITNESS
 GD1708'POST.  THE MONUMENT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 GD1708'BOOTH 1959.
 GD1708'
 GD1708'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1708
 GD1708                          STATION RECOVERY (1965)
 GD1708
 GD1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GD1708'THE SUBSURFACE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 GD1708'2 AND THE AZIMUTH MARK WERE RECOVERED.  THE SURFACE STATION MARK AND
 GD1708'DISK
 GD1708'WERE NOT FOUND.  THERE WAS NO APPARENT EVIDENCE OF ANY MOVEMENT IN
 GD1708'THE SUBSURFACE STATION MARK.  REFERENCE MARK NO. 1 SHOWED EVIDENCE OF
 GD1708'HAVING BEEN STRUCK BY FARMING EQUIPMENT, BUT WAS PLUMB AND SOLID
 GD1708'IN THE GROUND.  A SLIGHT DISCREPANCY WAS NOTED IN THE HORIZONTAL
 GD1708'MEASUREMENTS BETWEEN THE SUBSURFACE STATION MARK AND THE
 GD1708'REFERENCE MARKS, AND IN THE MEASUREMENT BETWEEN THE REFERENCE
 GD1708'MARKS.  A CONSIDERABLE CHANGE WAS NOTED IN THE HORIZONTAL
 GD1708'DIRECTION TO REFERENCE MARK NO. 1.  A NEW SURFACE STATION
 GD1708'MARK WAS ESTABLISHED DIRECTLY ABOVE THE ORIGINAL SUBSURFACE
 GD1708'MARK.
 GD1708'
 GD1708'DUE TO CHANGES IN THE AREA, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GD1708'
 GD1708'THE STATION IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED FIELD ABOUT
 GD1708'6 MILES NORTHWEST OF FINLEY AND 4 MILES WEST OF THE SMALL COMMUNITY
 GD1708'OF LENOX.
 GD1708'
 GD1708'TO REACH THE STATION FROM THE POST OFFICE JUST WEST OF THE SCHOOL
 GD1708'HOUSE IN THE SMALL COMMUNITY OF LENOX, GO WESTERLY ON A BLACKTOP
 GD1708'ROAD FOR 0.25 MILE TO A RAILROAD CROSSING, CONTINUE WESTERLY ON THE
 GD1708'BLACKTOP ROAD FOR 0.5 MILE TO WHERE THE
 GD1708'BLACKTOP ENDS AND A ONE LANE CONCRETE ROAD BEGINS.  HERE
 GD1708'CONTINUE WESTERLY ON THE CONCRETE ROAD FOR 1.2 MILES TO A NARROW
 GD1708'STEEL BRIDGE OVER THE OBION RIVER, CONTINUE WEST AND NORTHWEST ON
 GD1708'THE CONCRETE ROAD FOR 1.4 MILES TO A GRAVELED FARM LANE ON THE
 GD1708'LEFT, CONTINUE WEST-NORTHWESTERLY ON THE CONCRETE ROAD FOR 0.65
 GD1708'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GD1708'
 GD1708'THE STATION IS 68 FEET NORTH-NORTHWEST OF A POWERLINE POLE, 28 FEET
 GD1708'NORTH OF THE NORTH EDGE OF THE CONCRETE LANE AND APPROXIMATE CENTER
 GD1708'OF THE ROAD, AND 2.3 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 GD1708'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1708'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED BOOTH 1959
 GD1708'1965.  THE UNDERGROUND STATION MARK IS ABOUT
 GD1708'30 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED BOOTH 1959.
 GD1708'
 GD1708'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE NORTH EDGE OF THE
 GD1708'CONCRETE LANE AND APPROXIMATE CENTER OF THE ROAD, AND AT THE SOUTH
 GD1708'EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP
 GD1708'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1708'STAMPED BOOTH NO 1 1959.
 GD1708'
 GD1708'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF THE NORTH EDGE OF THE
 GD1708'CONCRETE LANE AND APPROXIMATE CENTER OF THE ROAD, 19 FEET WEST OF A
 GD1708'POWERLINE POLE AND 2 FEET NORTH OF A FENCE.  IT IS A STANDARD DISK
 GD1708'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD1708'DISK IS STAMPED BOOTH NO 2 1959.
 GD1708'
 GD1708'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1708'REFERENCE MARK NO. 2 IS 56.85 FEET.
 GD1708'
 GD1708'THE AZIMUTH MARK IS 19 FEET WEST OF THE APPROXIMATE CENTER OF A
 GD1708'GRAVELED FARM LANE, 1.6 FEET SOUTH OF A METAL WITNESS POST AND SIGN
 GD1708'AND 1 FOOT EAST OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP
 GD1708'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1708'STAMPED BOOTH 1959.
 GD1708'
 GD1708'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST ON THE
 GD1708'CONCRETE ROAD FOR 0.65 MILE TO A GRAVELED FARM LANE ON THE RIGHT,
 GD1708'TURN RIGHT, SOUTH, ON THE FARM LANE AND GO 0.1 MILE TO THE MARK ON
 GD1708'THE RIGHT AS DESCRIBED.
 GD1708'
 GD1708'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1708
 GD1708                          STATION RECOVERY (1972)
 GD1708
 GD1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GD1708'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 GD1708'RECOVERED AND FOUND IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR
 GD1708'REFERENCE MARK NO. 1 WAS FOUND WITH THE CAP POPPED FROM THE SHANK.
 GD1708'A PLUMBING BENCH WAS ERECTED OVER THE MARK AND THE CENTER POINT OF
 GD1708'THE SHANK HELD, AFTER WHICH THE OLD SHANK WAS CHISELD OUT, THE HOLE
 GD1708'DEEPENED AND BELLED OUT AND A NEW DISK STAMPED BOOTH 1959 NO 3
 GD1708'1972 WAS CEMENTED DIRECTLY UNDER THE POINT HELD AND DOES MARK VERY
 GD1708'NEARLY THE EXACT POSITION AS DID THE OLD REFERENCE MARK NO. 2.  THE
 GD1708'STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE
 GD1708'AZIMUTH MARK AND THE REFERENCE MARKS.  IN CHECKING THE ANGLE
 GD1708'OBSERVED THIS DATE AGAINST THE 1965 OBSERVATIONS, A DISCREPANCY
 GD1708'OF PLUS 01 FOOT 44.0 INCHES WAS NOTED FOR REFERENCE MARK NO. 2.
 GD1708'IN CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE
 GD1708'STATION AND REFERENCE MARK NO. 2 A DISCREPANCY OF - 0.01 OF A FOOT
 GD1708'WAS NOTED.
 GD1708'
 GD1708'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1708'
 GD1708'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF A CULTIVATED FIELD
 GD1708'ABOUT 6 MILES NORTHWEST OF FINLEY AND 4 MILES WEST OF THE SMALL
 GD1708'COMMUNITY OF LENNOX.
 GD1708'
 GD1708'TO REACH THE STATION FROM THE POST OFFICE IN FINLEY, GO WESTERLY ON
 GD1708'STATE ROUTE 20 FOR 1.2 MILES TO A CROSSROAD AT BIG BOY JUNCTION,
 GD1708'CONTINUE WEST-NORTHWESTERLY ON STATE ROUTE 20 FOR 4.25 MILES TO A
 GD1708'GRAVELED T ROAD RIGHT, NORTH, AND A LARGE SIGN RIVER GRAIN
 GD1708'ELEVATOR.  HERE TURN NORTH ON THIS GRAVELED ROAD AND GO 3.3 MILES TO
 GD1708'THE JUNCTION WITH COUNTY ROAD 8025, THE SOUTH HALF OF THIS ROAD IS
 GD1708'CONCRETE PAVEMENT AND THE NORTH HALF IS GRAVEL.  HERE TURN
 GD1708'RIGHT ON COUNTY ROAD 8025 AND GO EASTERLY FOR 0.15 OF A MILE TO
 GD1708'THE MARK ON THE LEFT AS DESCRIBED.
 GD1708'
 GD1708'THE STATION IS 68 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM A
 GD1708'GUYED POWERLINE TRANSFORMER POLE, 28 FEET NORTH OF THE APPROXIMATE
 GD1708'CENTER NORTH EDGE OF CONCRETE LANE OF COUNTY ROAD 8025, 1.0 FOOT
 GD1708'SOUTH OF A METAL WITNESS POST AND SIGN, AND AT THE SOUTH EDGE OF A
 GD1708'CULTIVATED FIELD ALONG THE NORTH RIGHT-OF-WAY OF THE COUNTY
 GD1708'ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD1708'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BOOTH 1959
 GD1708'1965.
 GD1708'
 GD1708'REFERENCE MARK NO. 2 IS ACROSS THE ROAD SOUTH OF THE STATION, 25
 GD1708'FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY ROAD 8025, 19 FEET
 GD1708'WEST OF THE GUYED POWERLINE TRANSFORMER POLE, 1.0 FOOT EAST OF A
 GD1708'METAL WITNESS POST AND SIGN, DIRECTLY UNDER A GUY CABLE FOR THE
 GD1708'POWERLINE POLE, AND ALONG THE NORTH EDGE OF A FIELD ALONG THE
 GD1708'SOUTH RIGHT-OF-WAY OF THE COUNTY ROAD.  IT IS A STANDARD DISK SET IN
 GD1708'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GD1708'THE DISK IS STAMPED BOOTH NO 2 1959.
 GD1708'
 GD1708'REFERENCE MARK NO. 3 IS 52 FEET NORTH AND ACROSS THE ROAD FROM THE
 GD1708'GUYED POWERLINE TRANSFORMER POLE, 27 FEET NORTH OF THE APPROXIMATE
 GD1708'CENTER OF COUNTY ROAD 8025, 0.9 OF A FOOT SOUTH OF A METAL WITNESS
 GD1708'POST AND SIGN, NEAR SOUTH EDGE OF FIELD ALONG THE NORTH
 GD1708'RIGHT-OF-WAY.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1708'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BOOTH
 GD1708'1959 NO 3 1972.
 GD1708'
 GD1708'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GD1708'REFERENCE MARK NO. 3 IS 56.85 FEET - 17.326 METERS.
 GD1708'
 GD1708'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE SOUTHEAST OF THE STATION, 19
 GD1708'FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED FARM LANE, 1.6
 GD1708'FEET SOUTH OF A WHITE, WOODEN, WITNESS POST, 1.0 FOOT NORTH OF A
 GD1708'METAL WITNESS POST AND SIGN, AND 1 FOOT EAST OF A FENCE.  IT IS A
 GD1708'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GD1708'CONCRETE MONUMENT AND THE DISK IS STAMPED BOOTH 1959.
 GD1708'
 GD1708'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST-SOUTHEAST
 GD1708'ON COUNTY ROAD 8025 FOR 0.65 OF A MILE TO A GRAVELED FARM LANE ON
 GD1708'THE RIGHT, TURN RIGHT ON THIS FARM LANE AND GO SOUTHERLY FOR ABOUT
 GD1708'0.1 OF A MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GD1708
 GD1708                          STATION RECOVERY (2005)
 GD1708
 GD1708'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 GD1708'FOUND CONCRETE MONUMENTS FOR STATAION AND RM3.  APPEARS UPPER 3 TO 4
 GD1708'INCHES OF CONCRETE KNOCKED OFF THIS DISK DRILL HOLES
 GD1708'UNDISTINGUISHABLE.  UNDERGROUND STATION NOT SEARCHED FOR BUT APPEARS
 GD1708'AS IF SHOULD BE GOOD.  RM2 FOUND IN GOOD CONDITION.  AZIMUTH MARK NOT
 GD1708'FOUND.  SUSPECT DESTROYED DUE TO AREA NOW IN CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0756 ***********************************************************************
 GC0756  DESIGNATION -  BOOTH AZ MK
 GC0756  PID         -  GC0756
 GC0756  STATE/COUNTY-  TN/SUMNER
 GC0756  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0756
 GC0756                         *CURRENT SURVEY CONTROL
 GC0756  ___________________________________________________________________
 GC0756* NAD 83(1995)-  36 20 59.12575(N)    086 30 45.71645(W)     ADJUSTED  
 GC0756* NAVD 88     -       139.624  (meters)     458.08   (feet)  ADJUSTED  
 GC0756  ___________________________________________________________________
 GC0756  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GC0756  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0756  DYNAMIC HT  -         139.507 (meters)     457.70  (feet)  COMP
 GC0756  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 GC0756
 GC0756  HORZ ORDER  -  SECOND
 GC0756  VERT ORDER  -  SECOND    CLASS 0
 GC0756
 GC0756.The horizontal coordinates were established by classical geodetic methods
 GC0756.and adjusted by the National Geodetic Survey in April 1999..
 GC0756
 GC0756.The orthometric height was determined by differential leveling
 GC0756.and adjusted by the National Geodetic Survey in June 1991..
 GC0756
 GC0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0756
 GC0756.The geoid height was determined by GEOID03.
 GC0756
 GC0756.The dynamic height is computed by dividing the NAVD 88
 GC0756.geopotential number by the normal gravity value computed on the
 GC0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0756.degrees latitude (g = 980.6199 gals.).
 GC0756
 GC0756.The modeled gravity was interpolated from observed gravity values.
 GC0756
 GC0756;                    North         East     Units Scale Factor Converg.
 GC0756;SPC TN       -   223,844.571   553,978.875   MT  0.99998882   -0 18 00.6
 GC0756;SPC TN       -   734,396.73  1,817,512.36   sFT  0.99998882   -0 18 00.6
 GC0756;UTM  16      - 4,022,852.979   543,724.687   MT  0.99962355   +0 17 19.8
 GC0756
 GC0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0756!SPC TN       -   0.99998270  x   0.99998882  =   0.99997152
 GC0756!UTM  16      -   0.99998270  x   0.99962355  =   0.99960626
 GC0756
 GC0756                          SUPERSEDED SURVEY CONTROL
 GC0756
 GC0756  NAD 83(1995)-  36 20 59.12706(N)    086 30 45.71802(W) AD(       ) 2
 GC0756  NAD 83(1995)-  36 20 59.13243(N)    086 30 45.71831(W) AD(       ) 2
 GC0756  NAD 83(1986)-  36 20 59.13620(N)    086 30 45.71811(W) AD(       ) 2
 GC0756  NAD 27      -  36 20 58.96030(N)    086 30 45.74820(W) AD(       ) 2
 GC0756  NGVD 29 (??/??/??)  139.72   (m)          458.4    (f) RESET       3  
 GC0756
 GC0756.Superseded values are not recommended for survey control.
 GC0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0756.See file dsdata.txt to determine how the superseded data were derived.
 GC0756
 GC0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4372522853(NAD 83)
 GC0756_MARKER: DD = SURVEY DISK
 GC0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0756_SP_SET: SIDEWALK
 GC0756_STAMPING: BOOTH AZI 1961
 GC0756_MARK LOGO: TNHD  
 GC0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0756
 GC0756  HISTORY     - Date     Condition        Report By
 GC0756  HISTORY     - 1961     MONUMENTED       TNHD
 GC0756
 GC0756                          STATION DESCRIPTION
 GC0756
 GC0756'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0756'4.7 MI SW FROM GALLATIN.
 GC0756'FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON U.S. 31E FOR 4.7
 GC0756'MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED IN THE SOUTHWEST
 GC0756'END OF THE BRIDGE, SIDEWALK, ACROSS STATION CAMP CREEK, 32 FEET
 GC0756'WEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, AND IS CEMENTED FLUSH,
 GC0756'IN A DRILLED HOLE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0759 ***********************************************************************
 GC0759  DESIGNATION -  BOOTH RM 1
 GC0759  PID         -  GC0759
 GC0759  STATE/COUNTY-  TN/SUMNER
 GC0759  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0759
 GC0759                         *CURRENT SURVEY CONTROL
 GC0759  ___________________________________________________________________
 GC0759* NAD 83(1986)-  36 20 32.     (N)    086 32 07.     (W)     SCALED    
 GC0759* NAVD 88     -       196.487  (meters)     644.64   (feet)  ADJUSTED  
 GC0759  ___________________________________________________________________
 GC0759  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0759  DYNAMIC HT  -         196.324 (meters)     644.11  (feet)  COMP
 GC0759  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GC0759
 GC0759  VERT ORDER  -  SECOND    CLASS 0
 GC0759
 GC0759.The horizontal coordinates were scaled from a topographic map and have
 GC0759.an estimated accuracy of +/- 6 seconds.
 GC0759
 GC0759.The orthometric height was determined by differential leveling
 GC0759.and adjusted by the National Geodetic Survey in June 1991..
 GC0759
 GC0759.The geoid height was determined by GEOID03.
 GC0759
 GC0759.The dynamic height is computed by dividing the NAVD 88
 GC0759.geopotential number by the normal gravity value computed on the
 GC0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0759.degrees latitude (g = 980.6199 gals.).
 GC0759
 GC0759.The modeled gravity was interpolated from observed gravity values.
 GC0759
 GC0759;                    North         East    Units  Estimated Accuracy
 GC0759;SPC TN       -   223,020.      551,950.      MT  (+/- 180 meters Scaled)
 GC0759
 GC0759                          SUPERSEDED SURVEY CONTROL
 GC0759
 GC0759  NGVD 29 (??/??/92)  196.557  (m)          644.87   (f) ADJ UNCH    2 0
 GC0759
 GC0759.Superseded values are not recommended for survey control.
 GC0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0759.See file dsdata.txt to determine how the superseded data were derived.
 GC0759
 GC0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF417220(NAD 83)
 GC0759_MARKER: DD = SURVEY DISK
 GC0759_SETTING: 66 = SET IN ROCK OUTCROP
 GC0759_SP_SET: BEDROCK
 GC0759_STAMPING: BOOTH RM-1 1961
 GC0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0759+STABILITY: POSITION/ELEVATION WELL
 GC0759
 GC0759  HISTORY     - Date     Condition        Report By
 GC0759  HISTORY     - 1961     MONUMENTED       TNHD
 GC0759
 GC0759                          STATION DESCRIPTION
 GC0759
 GC0759'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0759'6.2 MI SW FROM GALLATIN.
 GC0759'THIS MARK IS LOCATED AT THE BOOTH 1961 STATION SITE, 38 FEET
 GC0759'NORTH OF A 15-INCH WALNUT TREE, 86 FEET EAST OF THE STATION,
 GC0759'CEMENTED FLUSH, IN A DRILLED HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0757 ***********************************************************************
 GC0757  DESIGNATION -  BOOTH RM 2
 GC0757  PID         -  GC0757
 GC0757  STATE/COUNTY-  TN/SUMNER
 GC0757  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0757
 GC0757                         *CURRENT SURVEY CONTROL
 GC0757  ___________________________________________________________________
 GC0757* NAD 83(1986)-  36 20 32.     (N)    086 32 07.     (W)     SCALED    
 GC0757* NAVD 88     -       199.461  (meters)     654.40   (feet)  ADJUSTED  
 GC0757  ___________________________________________________________________
 GC0757  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0757  DYNAMIC HT  -         199.295 (meters)     653.85  (feet)  COMP
 GC0757  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 GC0757
 GC0757  VERT ORDER  -  SECOND    CLASS 0
 GC0757
 GC0757.The horizontal coordinates were scaled from a topographic map and have
 GC0757.an estimated accuracy of +/- 6 seconds.
 GC0757
 GC0757.The orthometric height was determined by differential leveling
 GC0757.and adjusted by the National Geodetic Survey in June 1991..
 GC0757
 GC0757.The geoid height was determined by GEOID03.
 GC0757
 GC0757.The dynamic height is computed by dividing the NAVD 88
 GC0757.geopotential number by the normal gravity value computed on the
 GC0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0757.degrees latitude (g = 980.6199 gals.).
 GC0757
 GC0757.The modeled gravity was interpolated from observed gravity values.
 GC0757
 GC0757;                    North         East    Units  Estimated Accuracy
 GC0757;SPC TN       -   223,020.      551,950.      MT  (+/- 180 meters Scaled)
 GC0757
 GC0757                          SUPERSEDED SURVEY CONTROL
 GC0757
 GC0757  NGVD 29 (??/??/92)  199.531  (m)          654.63   (f) ADJ UNCH    2 0
 GC0757
 GC0757.Superseded values are not recommended for survey control.
 GC0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0757.See file dsdata.txt to determine how the superseded data were derived.
 GC0757
 GC0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF417220(NAD 83)
 GC0757_MARKER: DD = SURVEY DISK
 GC0757_SETTING: 66 = SET IN ROCK OUTCROP
 GC0757_SP_SET: BEDROCK
 GC0757_STAMPING: BOOTH RM-2 1961
 GC0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0757+STABILITY: POSITION/ELEVATION WELL
 GC0757
 GC0757  HISTORY     - Date     Condition        Report By
 GC0757  HISTORY     - 1961     MONUMENTED       TNHD
 GC0757
 GC0757                          STATION DESCRIPTION
 GC0757
 GC0757'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0757'6.2 MI SW FROM GALLATIN.
 GC0757'THIS MARK IS LOCATED AT THE BOOTH 1961 STATION SITE, 30 FEET
 GC0757'SOUTHWEST OF A 24-INCH WHITE OAK TREE, 80.5 FEET SOUTHWEST OF THE
 GC0757'STATION, CEMENTED FLUSH, IN A DRILLED HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2440 ***********************************************************************
 GC2440  DESIGNATION -  BOUNDARY MON 26 KY TN
 GC2440  PID         -  GC2440
 GC2440  STATE/COUNTY-  TN/ROBERTSON
 GC2440  USGS QUAD   -  ALLENSVILLE (1950)
 GC2440
 GC2440                         *CURRENT SURVEY CONTROL
 GC2440  ___________________________________________________________________
 GC2440* NAD 83(1995)-  36 38 32.89780(N)    087 06 26.31522(W)     ADJUSTED  
 GC2440* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 GC2440  ___________________________________________________________________
 GC2440  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GC2440  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2440
 GC2440  HORZ ORDER  -  SECOND
 GC2440
 GC2440.The horizontal coordinates were established by classical geodetic methods
 GC2440.and adjusted by the National Geodetic Survey in April 1999..
 GC2440
 GC2440.The orthometric height was scaled from a topographic map.
 GC2440
 GC2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2440
 GC2440.The geoid height was determined by GEOID03.
 GC2440
 GC2440;                    North         East     Units Scale Factor Converg.
 GC2440;SPC TN       -   256,766.764   500,974.324   MT  1.00004785   -0 38 53.7
 GC2440;SPC TN       -   842,408.96  1,643,613.26   sFT  1.00004785   -0 38 53.7
 GC2440;SPC KY1Z     - 1,035,194.031 1,378,608.217   MT  1.00013462   -0 50 00.0
 GC2440;SPC KY1Z     - 3,396,299.08  4,522,983.79   sFT  1.00013462   -0 50 00.0
 GC2440;SPC KY S     -   535,178.278   378,622.300   MT  1.00001773   -0 49 23.4
 GC2440;SPC KY S     - 1,755,830.73  1,242,196.66   sFT  1.00001773   -0 49 23.4
 GC2440;UTM  16      - 4,055,217.141   490,407.478   MT  0.99960113   -0 03 50.6
 GC2440
 GC2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2440!SPC TN       -   0.99997703  x   1.00004785  =   1.00002488
 GC2440!SPC KY1Z     -   0.99997703  x   1.00013462  =   1.00011165
 GC2440!SPC KY S     -   0.99997703  x   1.00001773  =   0.99999476
 GC2440!UTM  16      -   0.99997703  x   0.99960113  =   0.99957817
 GC2440
 GC2440                          SUPERSEDED SURVEY CONTROL
 GC2440
 GC2440  NAD 83(1995)-  36 38 32.89789(N)    087 06 26.31631(W) AD(       ) 2
 GC2440  NAD 83(1995)-  36 38 32.90572(N)    087 06 26.31577(W) AD(       ) 2
 GC2440  NAD 83(1986)-  36 38 32.90693(N)    087 06 26.31864(W) AD(       ) 2
 GC2440  NAD 27      -  36 38 32.75000(N)    087 06 26.32000(W) AD(       ) 2
 GC2440
 GC2440.Superseded values are not recommended for survey control.
 GC2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2440.See file dsdata.txt to determine how the superseded data were derived.
 GC2440
 GC2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9040755217(NAD 83)
 GC2440_MARKER: 71 = BOUNDARY MONUMENT
 GC2440
 GC2440  HISTORY     - Date     Condition        Report By
 GC2440  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2440
 GC2440                          STATION DESCRIPTION
 GC2440
 GC2440'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1560 ***********************************************************************
 GB1560  DESIGNATION -  BOUNDARY MON 45 KY TN
 GB1560  PID         -  GB1560
 GB1560  STATE/COUNTY-  TN/CLAY
 GB1560  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1560
 GB1560                         *CURRENT SURVEY CONTROL
 GB1560  ___________________________________________________________________
 GB1560* NAD 83(1995)-  36 37 10.71435(N)    085 24 42.86671(W)     ADJUSTED  
 GB1560* NAVD 88     -       302.685  (meters)     993.06   (feet)  ADJUSTED  
 GB1560  ___________________________________________________________________
 GB1560  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GB1560  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GB1560  DYNAMIC HT  -         302.424 (meters)     992.20  (feet)  COMP
 GB1560  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 GB1560
 GB1560  HORZ ORDER  -  SECOND
 GB1560  VERT ORDER  -  SECOND    CLASS 0
 GB1560
 GB1560.The horizontal coordinates were established by classical geodetic methods
 GB1560.and adjusted by the National Geodetic Survey in April 1999..
 GB1560
 GB1560.The orthometric height was determined by differential leveling
 GB1560.and adjusted by the National Geodetic Survey in June 1991..
 GB1560
 GB1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1560
 GB1560.The geoid height was determined by GEOID03.
 GB1560
 GB1560.The dynamic height is computed by dividing the NAVD 88
 GB1560.geopotential number by the normal gravity value computed on the
 GB1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1560.degrees latitude (g = 980.6199 gals.).
 GB1560
 GB1560.The modeled gravity was interpolated from observed gravity values.
 GB1560
 GB1560;                    North         East     Units Scale Factor Converg.
 GB1560;SPC TN       -   253,831.182   652,608.597   MT  1.00004230   +0 20 39.5
 GB1560;SPC TN       -   832,777.80  2,141,100.04   sFT  1.00004230   +0 20 39.5
 GB1560;SPC KY1Z     - 1,031,832.346 1,530,247.684   MT  1.00014317   +0 12 27.3
 GB1560;SPC KY1Z     - 3,385,269.96  5,020,487.61   sFT  1.00014317   +0 12 27.3
 GB1560;SPC KY S     -   531,827.102   530,244.038   MT  1.00002258   +0 12 18.1
 GB1560;SPC KY S     - 1,744,836.08  1,739,642.31   sFT  1.00002258   +0 12 18.1
 GB1560;UTM  16      - 4,053,853.588   642,008.230   MT  0.99984845   +0 56 50.8
 GB1560
 GB1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1560!SPC TN       -   0.99995730  x   1.00004230  =   0.99999960
 GB1560!SPC KY1Z     -   0.99995730  x   1.00014317  =   1.00010046
 GB1560!SPC KY S     -   0.99995730  x   1.00002258  =   0.99997988
 GB1560!UTM  16      -   0.99995730  x   0.99984845  =   0.99980575
 GB1560
 GB1560                          SUPERSEDED SURVEY CONTROL
 GB1560
 GB1560  NAD 83(1995)-  36 37 10.71463(N)    085 24 42.86694(W) AD(       ) 2
 GB1560  NAD 83(1995)-  36 37 10.72473(N)    085 24 42.87173(W) AD(       ) 2
 GB1560  NAD 83(1986)-  36 37 10.72526(N)    085 24 42.87167(W) AD(       ) 2
 GB1560  NAD 27      -  36 37 10.50146(N)    085 24 42.99634(W) AD(       ) 2
 GB1560  NGVD 29 (??/??/92)  302.798  (m)          993.43   (f) ADJ UNCH    2 0
 GB1560
 GB1560.Superseded values are not recommended for survey control.
 GB1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1560.See file dsdata.txt to determine how the superseded data were derived.
 GB1560
 GB1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4200853854(NAD 83)
 GB1560_MARKER: B = BOLT
 GB1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1560_SP_SET: STONE MONUMENT
 GB1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1560+STABILITY: SURFACE MOTION
 GB1560
 GB1560  HISTORY     - Date     Condition        Report By
 GB1560  HISTORY     - 1966     MONUMENTED       TNHD
 GB1560  HISTORY     - 1966     GOOD             TNHD
 GB1560
 GB1560                          STATION DESCRIPTION
 GB1560
 GB1560'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1560'THE STATION IS AT THE KENTUCKY-TENNESSEE STATE LINE, 15 FEET E OF THE
 GB1560'APPROXIMATE CENTER OF TENNESSEE STATE ROUTE 53, AND 12 FEET NW OF
 GB1560'THE APPROXIMATE CENTER OF A GRAVELED DRIVE.  THE MARK IS AN 8-INCH
 GB1560'SQUARE, STONE MONUMENT THAT PROJECTS 7 INCHES.
 GB1560
 GB1560                          STATION RECOVERY (1966)
 GB1560
 GB1560'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1560'0.7 MI NE FROM CELINA.
 GB1560'THE MARK IS ON THE KENTUCKY-TENNESSEE LINE, 15 FEET EAST OF THE
 GB1560'APPROXIMATE CENTER OF STATE ROUTE 53 AND 12 FEET NORTHWEST OF
 GB1560'THE APPROXIMATE CENTER OF A GRAVELED DRIVE.  THE MARK IS A
 GB1560'STEEL BOLT CEMENTED IN THE TOP OF AN 8-INCH, SQUARE, STONE
 GB1560'MONUMENT THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2358 ***********************************************************************
 GB2358  DESIGNATION -  BOUNDARY MON 48 KY TN
 GB2358  PID         -  GB2358
 GB2358  STATE/COUNTY-  TN/PICKETT
 GB2358  USGS QUAD   -  MOODYVILLE (1962)
 GB2358
 GB2358                         *CURRENT SURVEY CONTROL
 GB2358  ___________________________________________________________________
 GB2358* NAD 83(1995)-  36 37 23.56064(N)    085 07 06.32809(W)     ADJUSTED  
 GB2358* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 GB2358  ___________________________________________________________________
 GB2358  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 GB2358  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB2358
 GB2358  HORZ ORDER  -  SECOND
 GB2358
 GB2358.The horizontal coordinates were established by classical geodetic methods
 GB2358.and adjusted by the National Geodetic Survey in April 1999..
 GB2358
 GB2358.The orthometric height was scaled from a topographic map.
 GB2358
 GB2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2358
 GB2358.The geoid height was determined by GEOID03.
 GB2358
 GB2358;                    North         East     Units Scale Factor Converg.
 GB2358;SPC TN       -   254,424.296   678,858.342   MT  1.00004316   +0 30 58.0
 GB2358;SPC TN       -   834,723.71  2,227,221.08   sFT  1.00004316   +0 30 58.0
 GB2358;SPC KY1Z     - 1,032,364.794 1,556,501.349   MT  1.00014182   +0 23 15.9
 GB2358;SPC KY1Z     - 3,387,016.83  5,106,621.51   sFT  1.00014182   +0 23 15.9
 GB2358;SPC KY S     -   532,357.819   556,494.579   MT  1.00002181   +0 22 58.9
 GB2358;SPC KY S     - 1,746,577.28  1,825,765.96   sFT  1.00002181   +0 22 58.9
 GB2358;UTM  16      - 4,054,723.661   668,246.431   MT  0.99994875   +1 07 21.8
 GB2358
 GB2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2358!SPC TN       -   0.99995835  x   1.00004316  =   1.00000150
 GB2358!SPC KY1Z     -   0.99995835  x   1.00014182  =   1.00010016
 GB2358!SPC KY S     -   0.99995835  x   1.00002181  =   0.99998015
 GB2358!UTM  16      -   0.99995835  x   0.99994875  =   0.99990710
 GB2358
 GB2358                          SUPERSEDED SURVEY CONTROL
 GB2358
 GB2358  NAD 83(1995)-  36 37 23.56070(N)    085 07 06.32830(W) AD(       ) 2
 GB2358  NAD 83(1995)-  36 37 23.57114(N)    085 07 06.33314(W) AD(       ) 2
 GB2358  NAD 83(1986)-  36 37 23.57121(N)    085 07 06.33330(W) AD(       ) 2
 GB2358  NAD 27      -  36 37 23.32900(N)    085 07 06.49900(W) AD(       ) 2
 GB2358
 GB2358.Superseded values are not recommended for survey control.
 GB2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2358.See file dsdata.txt to determine how the superseded data were derived.
 GB2358
 GB2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6824654724(NAD 83)
 GB2358_MARKER: V = STONE MONUMENT
 GB2358_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2358_SP_SET: OBJECT IMBEDDED IN GROUND
 GB2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2358
 GB2358  HISTORY     - Date     Condition        Report By
 GB2358  HISTORY     - 1935     MONUMENTED       CGS
 GB2358  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GB2358
 GB2358                          STATION DESCRIPTION
 GB2358
 GB2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2358'SEE STATION CLABORN
 GB2358
 GB2358                          STATION RECOVERY (1971)
 GB2358
 GB2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GB2358'THIS MARK HAS BEEN MOVED BY JOINT PERMISSION OF THE STATES OF
 GB2358'TENNESSEE AND KENTUCKY, AND NO LONGER MARKS ITS ORIGINAL GEODETIC
 GB2358'POSITION. USC AND GS TRIANGULATION STATION CLABORN 1935 FROM WHICH
 GB2358'THE MARK WAS ORIGINALLY POSITIONED, HAS NOW BEEN COMPLETELY
 GB2358'DESTROYED BY GRADING OF A RURAL ROAD. ATTEMPTS TO OBTAIN INFORMATION
 GB2358'REGARDING THE MOVING OF THE MARK HAVE BEEN FRUITLESS.
 GB2358'
 GB2358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 1 MILE EAST OF
 GB2358'HUNTERSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1532 ***********************************************************************
 GD1532  DESIGNATION -  BOUNDARY MON 8 KY TN
 GD1532  PID         -  GD1532
 GD1532  STATE/COUNTY-  TN/WEAKLEY
 GD1532  USGS QUAD   -  CUBA (1977)
 GD1532
 GD1532                         *CURRENT SURVEY CONTROL
 GD1532  ___________________________________________________________________
 GD1532* NAD 83(1995)-  36 30 09.43102(N)    088 43 06.01059(W)     ADJUSTED  
 GD1532* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 GD1532  ___________________________________________________________________
 GD1532  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GD1532  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1532
 GD1532  HORZ ORDER  -  SECOND
 GD1532
 GD1532.The horizontal coordinates were established by classical geodetic methods
 GD1532.and adjusted by the National Geodetic Survey in April 1999..
 GD1532
 GD1532.The orthometric height was scaled from a topographic map.
 GD1532
 GD1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1532
 GD1532.The geoid height was determined by GEOID03.
 GD1532
 GD1532;                    North         East     Units Scale Factor Converg.
 GD1532;SPC TN       -   244,068.684   356,496.791   MT  1.00001637   -1 35 29.1
 GD1532;SPC TN       -   800,748.67  1,169,606.56   sFT  1.00001637   -1 35 29.1
 GD1532;SPC KY1Z     - 1,023,019.111 1,234,066.909   MT  1.00018946   -1 49 20.8
 GD1532;SPC KY1Z     - 3,356,355.20  4,048,767.85   sFT  1.00018946   -1 49 20.8
 GD1532;SPC KY S     -   522,963.999   234,102.933   MT  1.00004988   -1 48 00.7
 GD1532;SPC KY S     - 1,715,757.72    768,052.71   sFT  1.00004988   -1 48 00.7
 GD1532;UTM  16      - 4,041,071.605   346,112.320   MT  0.99989177   -1 01 20.5
 GD1532
 GD1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1532!SPC TN       -   0.99998088  x   1.00001637  =   0.99999725
 GD1532!SPC KY1Z     -   0.99998088  x   1.00018946  =   1.00017034
 GD1532!SPC KY S     -   0.99998088  x   1.00004988  =   1.00003076
 GD1532!UTM  16      -   0.99998088  x   0.99989177  =   0.99987266
 GD1532
 GD1532                          SUPERSEDED SURVEY CONTROL
 GD1532
 GD1532  NAD 83(1995)-  36 30 09.43098(N)    088 43 06.01086(W) AD(       ) 2
 GD1532  NAD 83(1986)-  36 30 09.44478(N)    088 43 06.00967(W) AD(       ) 2
 GD1532  NAD 27      -  36 30 09.23000(N)    088 43 05.81500(W) AD(       ) 2
 GD1532
 GD1532.Superseded values are not recommended for survey control.
 GD1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1532.See file dsdata.txt to determine how the superseded data were derived.
 GD1532
 GD1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4611241072(NAD 83)
 GD1532_MARKER: Z = SEE DESCRIPTION
 GD1532_SETTING: 0 = UNSPECIFIED SETTING
 GD1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1532
 GD1532  HISTORY     - Date     Condition        Report By
 GD1532  HISTORY     - UNK      MONUMENTED       CGS
 GD1532
 GD1532                          STATION DESCRIPTION
 GD1532
 GD1532'DESCRIBED BY COAST AND GEODETIC SURVEY UNK (MAH)
 GD1532'BOUNDARY MONUMENT ESTABLISHED IN 1858-59.  IT IS 83 FEET N 1 DEG
 GD1532'56 MIN E FROM STATION DUKE, SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1547 ***********************************************************************
 GD1547  DESIGNATION -  BOUNDARY MON KY TN
 GD1547  PID         -  GD1547
 GD1547  STATE/COUNTY-  TN/OBION
 GD1547  USGS QUAD   -  CRUTCHFIELD (1969)
 GD1547
 GD1547                         *CURRENT SURVEY CONTROL
 GD1547  ___________________________________________________________________
 GD1547* NAD 83(1995)-  36 30 08.68721(N)    088 52 36.71976(W)     ADJUSTED  
 GD1547* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 GD1547  ___________________________________________________________________
 GD1547  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GD1547  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD1547
 GD1547  HORZ ORDER  -  SECOND
 GD1547
 GD1547.The horizontal coordinates were established by classical geodetic methods
 GD1547.and adjusted by the National Geodetic Survey in April 1999..
 GD1547
 GD1547.The orthometric height was scaled from a topographic map.
 GD1547
 GD1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1547
 GD1547.The geoid height was determined by GEOID03.
 GD1547
 GD1547;                    North         East     Units Scale Factor Converg.
 GD1547;SPC TN       -   244,451.701   342,299.260   MT  1.00001633   -1 41 03.2
 GD1547;SPC TN       -   802,005.29  1,123,026.82   sFT  1.00001633   -1 41 03.2
 GD1547;SPC KY1Z     - 1,023,460.006 1,219,868.598   MT  1.00018955   -1 55 11.2
 GD1547;SPC KY1Z     - 3,357,801.70  4,002,185.56   sFT  1.00018955   -1 55 11.2
 GD1547;SPC KY S     -   523,399.170   219,906.429   MT  1.00004993   -1 53 46.8
 GD1547;SPC KY S     - 1,717,185.44    721,476.34   sFT  1.00004993   -1 53 46.8
 GD1547;UTM  16      - 4,041,313.766   331,913.064   MT  0.99994810   -1 07 00.2
 GD1547
 GD1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1547!SPC TN       -   0.99998745  x   1.00001633  =   1.00000378
 GD1547!SPC KY1Z     -   0.99998745  x   1.00018955  =   1.00017700
 GD1547!SPC KY S     -   0.99998745  x   1.00004993  =   1.00003738
 GD1547!UTM  16      -   0.99998745  x   0.99994810  =   0.99993555
 GD1547
 GD1547                          SUPERSEDED SURVEY CONTROL
 GD1547
 GD1547  NAD 83(1995)-  36 30 08.68744(N)    088 52 36.71993(W) AD(       ) 2
 GD1547  NAD 83(1995)-  36 30 08.70039(N)    088 52 36.71732(W) AD(       ) 2
 GD1547  NAD 83(1986)-  36 30 08.70039(N)    088 52 36.71732(W) AD(       ) 2
 GD1547  NAD 27      -  36 30 08.48300(N)    088 52 36.49300(W) AD(       ) 2
 GD1547
 GD1547.Superseded values are not recommended for survey control.
 GD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1547.See file dsdata.txt to determine how the superseded data were derived.
 GD1547
 GD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3191341314(NAD 83)
 GD1547_MARKER: Z = SEE DESCRIPTION
 GD1547_SETTING: 0 = UNSPECIFIED SETTING
 GD1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1547
 GD1547  HISTORY     - Date     Condition        Report By
 GD1547  HISTORY     - 1934     MONUMENTED       CGS
 GD1547
 GD1547                          STATION DESCRIPTION
 GD1547
 GD1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1547'SQUARE CONCRETE POST WITH T ON ONE SIDE AND K ON THE OTHER,
 GD1547'PROJECTING ABOUT 1 INCH ABOVE SURFACE OF SIDEWALK IN CITY OF FULTON,
 GD1547'172.7 FEET N 78 DEG 42 MIN E FROM STATION FULTON, SEE
 GD1547'DESCRIPTION THEREOF.  NOT VISIBLE FROM STATION FULTON IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2331 ***********************************************************************
 GA2331  DESIGNATION -  BOW
 GA2331  PID         -  GA2331
 GA2331  STATE/COUNTY-  TN/CLAIBORNE
 GA2331  USGS QUAD   -  WELL SPRING (1980)
 GA2331
 GA2331                         *CURRENT SURVEY CONTROL
 GA2331  ___________________________________________________________________
 GA2331* NAD 83(1995)-  36 26 44.60558(N)    083 55 44.14350(W)     ADJUSTED  
 GA2331* NAVD 88     -       333.097  (meters)    1092.84   (feet)  ADJUSTED  
 GA2331  ___________________________________________________________________
 GA2331  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 GA2331  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GA2331  DYNAMIC HT  -         332.805 (meters)    1091.88  (feet)  COMP
 GA2331  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 GA2331
 GA2331  HORZ ORDER  -  SECOND
 GA2331  VERT ORDER  -  SECOND    CLASS 0
 GA2331
 GA2331.The horizontal coordinates were established by classical geodetic methods
 GA2331.and adjusted by the National Geodetic Survey in April 1999..
 GA2331
 GA2331.The orthometric height was determined by differential leveling
 GA2331.and adjusted by the National Geodetic Survey in June 1991..
 GA2331
 GA2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2331
 GA2331.The geoid height was determined by GEOID03.
 GA2331
 GA2331.The dynamic height is computed by dividing the NAVD 88
 GA2331.geopotential number by the normal gravity value computed on the
 GA2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2331.degrees latitude (g = 980.6199 gals.).
 GA2331
 GA2331.The modeled gravity was interpolated from observed gravity values.
 GA2331
 GA2331;                    North         East     Units Scale Factor Converg.
 GA2331;SPC TN       -   236,337.657   785,666.091   MT  1.00000528   +1 12 45.0
 GA2331;SPC TN       -   775,384.46  2,577,639.50   sFT  1.00000528   +1 12 45.0
 GA2331;UTM  17      - 4,037,375.669   237,482.139   MT  1.00044917   -1 44 27.4
 GA2331;UTM  16      - 4,037,772.426   775,261.528   MT  1.00053363   +1 49 32.0
 GA2331
 GA2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2331!SPC TN       -   0.99995247  x   1.00000528  =   0.99995775
 GA2331!UTM  17      -   0.99995247  x   1.00044917  =   1.00040162
 GA2331!UTM  16      -   0.99995247  x   1.00053363  =   1.00048608
 GA2331
 GA2331|---------------------------------------------------------------------|
 GA2331| PID    Reference Object                     Distance      Geod. Az  |
 GA2331|                                                           dddmmss.s |
 GA2331| GA2332 BOW RM 1                             36.932 METERS 06152     |
 GA2331| GA2333 BOW AZ MK                                          0845039.6 |
 GA2331| GA2330 BOW RM 2                             23.119 METERS 24140     |
 GA2331| GA2323 LAME                                APPROX. 3.7 KM 2604506.6 |
 GA2331|---------------------------------------------------------------------|
 GA2331
 GA2331                          SUPERSEDED SURVEY CONTROL
 GA2331
 GA2331  NAD 83(1995)-  36 26 44.60657(N)    083 55 44.14475(W) AD(       ) 2
 GA2331  NAD 83(1995)-  36 26 44.61250(N)    083 55 44.14493(W) AD(       ) 2
 GA2331  NAD 83(1995)-  36 26 44.61340(N)    083 55 44.14614(W) AD(       ) 2
 GA2331  NAD 83(1986)-  36 26 44.61598(N)    083 55 44.14489(W) AD(       ) 2
 GA2331  NAD 27      -  36 26 44.33085(N)    083 55 44.43166(W) AD(       ) 2
 GA2331  NGVD 29 (??/??/92)  333.251  (m)         1093.34   (f) ADJ UNCH    2 0
 GA2331
 GA2331.Superseded values are not recommended for survey control.
 GA2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2331.See file dsdata.txt to determine how the superseded data were derived.
 GA2331
 GA2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3748237376(NAD 83)
 GA2331_MARKER: DD = SURVEY DISK
 GA2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2331_STAMPING: BOW 1964
 GA2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2331+STABILITY: SURFACE MOTION
 GA2331
 GA2331  HISTORY     - Date     Condition        Report By
 GA2331  HISTORY     - 1964     MONUMENTED       TNHD
 GA2331  HISTORY     - 1965     GOOD             TNHD
 GA2331
 GA2331                          STATION DESCRIPTION
 GA2331
 GA2331'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2331'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF LAFOLLETTE.
 GA2331'
 GA2331'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 25W AND
 GA2331'STATE ROUTE 63, IN
 GA2331'LAFOLLETTE, GO 12.0 MILES NORTHEAST ON STATE ROUTE 63 TO THE
 GA2331'HOME OF MRS.  ELAINE
 GA2331'BOWMAN ON THE LEFT AND THE STATION.
 GA2331'
 GA2331'THE STATION MARK IS 53 FEET EAST OF THE SOUTHEAST CORNER OF A BARN,
 GA2331'45.5 FEET NORTHWEST OF THE
 GA2331'NORTHWEST CORNER OF THE GREEN SHINGLE HOUSE OF MRS.
 GA2331'BOWMAN, 7 FEET NORTH OF A FENCE AND
 GA2331'0.9 FOOT SOUTHEAST OF A WITNESS
 GA2331'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA2331'TENNESSEE
 GA2331'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED BOW 1964.  THE
 GA2331'UNDERGROUND MARK
 GA2331'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA2331'DISK IS SET IN A 10-INCH, SQUARE,
 GA2331'FLUSH, CONCRETE MONUMENT.
 GA2331'
 GA2331'REFERENCE MARK NO. 1 IS 43 FEET SOUTHWEST OF A TELEPHONE POLE, 34
 GA2331'FEET NORTHEAST OF A
 GA2331'POWER POLE AND 13.5 FEET NORTH OF A FENCE.  IT IS A
 GA2331'STANDARD TENNESSEE HIGHWAY
 GA2331'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL
 GA2331'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GA2331'STAMPED BOW RM-1 1964.
 GA2331'
 GA2331'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE NORTHWEST CORNER OF A
 GA2331'WOOD SHED, 22 FEET
 GA2331'SOUTHWEST OF THE APPROXIMATE CENTER OF A WOOD GATE, 15 FEET
 GA2331'SOUTHEAST OF THE SOUTHWEST
 GA2331'CORNER OF A BARN AND 2 FEET SOUTH OF THE
 GA2331'APPROXIMATE CENTER OF A FARM TRACK ROAD.  IT
 GA2331'IS A STANDARD TENNESSEE
 GA2331'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN
 GA2331'OUTCROPPING
 GA2331'BEDROCK AND THE DISK IS STAMPED BOW RM-2 1964.
 GA2331'
 GA2331'THE AZIMUTH MARK IS 22 FEET SOUTHWEST OF POWER POLE E82X, 17 FEET
 GA2331'NORTH OF THE
 GA2331'APPROXIMATE CENTER OF STATE ROUTE 63, 13 FEET SOUTH OF A 10-INCH
 GA2331'ELM TREE AND 11 FEET
 GA2331'EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GA2331'DRIVE.  IT IS A STANDARD TENNESSEE
 GA2331'HIGHWAY DEPARTMENT DISK CEMENTED
 GA2331'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE
 GA2331'DISK IS STAMPED
 GA2331'BOW AZI 1964.
 GA2331'
 GA2331'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE EAST ON STATE
 GA2331'ROUTE 63 TO THE MARK ON THE
 GA2331'LEFT.
 GA2331'
 GA2331'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GA2331
 GA2331                          STATION RECOVERY (1965)
 GA2331
 GA2331'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2331'12 MI NE FROM LA FOLLETTE.
 GA2331'FROM THE INTERSECTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GA2331'LA FOLLETTE, GO 12.0 MILES NORTHEAST ON STATE ROUTE 63 TO THE
 GA2331'HOME OF MRS. ELAINE BOWMAN ON THE LEFT AND THE MARK ON THE LEFT,
 GA2331'53 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 45.5 FEET NORTHWEST
 GA2331'OF THE NORTHWEST CORNER OF THE GREEN SHINGLED HOUSE OF MRS. BOWMAN,
 GA2331'7 FEET NORTH OF A FENCE AND 0.9 FOOT SOUTHEAST OF A METAL WITNESS
 GA2331'POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2331'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2331'BOW 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0579 ***********************************************************************
 FC0579  DESIGNATION -  BOW
 FC0579  PID         -  FC0579
 FC0579  STATE/COUNTY-  TN/MCMINN
 FC0579  USGS QUAD   -  CHARLESTON (1980)
 FC0579
 FC0579                         *CURRENT SURVEY CONTROL
 FC0579  ___________________________________________________________________
 FC0579* NAD 83(1995)-  35 19 11.53901(N)    084 47 28.32259(W)     ADJUSTED  
 FC0579* NAVD 88     -       213.803  (meters)     701.45   (feet)  ADJUSTED  
 FC0579  ___________________________________________________________________
 FC0579  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FC0579  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0579  DYNAMIC HT  -         213.594 (meters)     700.77  (feet)  COMP
 FC0579  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0579
 FC0579  HORZ ORDER  -  SECOND
 FC0579  VERT ORDER  -  SECOND    CLASS 0
 FC0579
 FC0579.The horizontal coordinates were established by classical geodetic methods
 FC0579.and adjusted by the National Geodetic Survey in April 1999..
 FC0579
 FC0579.The orthometric height was determined by differential leveling
 FC0579.and adjusted by the National Geodetic Survey in June 1991..
 FC0579
 FC0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0579
 FC0579.The geoid height was determined by GEOID03.
 FC0579
 FC0579.The dynamic height is computed by dividing the NAVD 88
 FC0579.geopotential number by the normal gravity value computed on the
 FC0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0579.degrees latitude (g = 980.6199 gals.).
 FC0579
 FC0579.The modeled gravity was interpolated from observed gravity values.
 FC0579
 FC0579;                    North         East     Units Scale Factor Converg.
 FC0579;SPC TN       -   110,135.297   709,913.856   MT  0.99998840   +0 42 27.6
 FC0579;SPC TN       -   361,335.55  2,329,109.04   sFT  0.99998840   +0 42 27.6
 FC0579;UTM  16      - 3,910,754.773   700,785.709   MT  1.00009685   +1 16 38.7
 FC0579
 FC0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0579!SPC TN       -   0.99997118  x   0.99998840  =   0.99995958
 FC0579!UTM  16      -   0.99997118  x   1.00009685  =   1.00006803
 FC0579
 FC0579|---------------------------------------------------------------------|
 FC0579| PID    Reference Object                     Distance      Geod. Az  |
 FC0579|                                                           dddmmss.s |
 FC0579| FC0578 BOW RM 1                             22.006 METERS 05603     |
 FC0579| FC1800 CHARLESTON CALHOUN MUN SPIPE        APPROX. 5.6 KM 1392909.2 |
 FC0579| FC0586 T 243                                              1652507.6 |
 FC0579| FC0580 BOW RM 2                             20.528 METERS 18221     |
 FC0579|---------------------------------------------------------------------|
 FC0579
 FC0579                          SUPERSEDED SURVEY CONTROL
 FC0579
 FC0579  NAD 83(1995)-  35 19 11.54192(N)    084 47 28.32334(W) AD(       ) 2
 FC0579  NAD 83(1995)-  35 19 11.54117(N)    084 47 28.32348(W) AD(       ) 2
 FC0579  NAD 83(1995)-  35 19 11.54173(N)    084 47 28.32257(W) AD(       ) 2
 FC0579  NAD 83(1986)-  35 19 11.54478(N)    084 47 28.32055(W) AD(       ) 2
 FC0579  NAD 27      -  35 19 11.27970(N)    084 47 28.53300(W) AD(       ) 2
 FC0579  NGVD 29 (??/??/92)  213.864  (m)          701.65   (f) ADJ UNCH    2 0
 FC0579
 FC0579.Superseded values are not recommended for survey control.
 FC0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0579.See file dsdata.txt to determine how the superseded data were derived.
 FC0579
 FC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0078610755(NAD 83)
 FC0579_MARKER: DE = TRAVERSE STATION DISK
 FC0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0579_STAMPING: BOW 1961
 FC0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0579+STABILITY: SURFACE MOTION
 FC0579
 FC0579  HISTORY     - Date     Condition        Report By
 FC0579  HISTORY     - 1961     MONUMENTED       CGS
 FC0579  HISTORY     - 1961     GOOD             CGS
 FC0579
 FC0579                          STATION DESCRIPTION
 FC0579
 FC0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0579'THE STATION IS LOCATED ABOUT 3 MILES WEST OF THE BOWATER PAPER MILL
 FC0579'PLANT AND ABOUT 0.1 MILE NORTH OF THE HIAWASSEE RIVER ON THE
 FC0579'PROPERTY OF HIAWASSEE LAND COMPANY.
 FC0579'
 FC0579'TO REACH THE STATION FROM THE CHARLESTON SCHOOL HOUSE IN CHARLESTON,
 FC0579'GO NORTH ON U.S. HIGHWAY 11 FOR 0.5 MILE TO THE SOUTH END OF THE
 FC0579'HIAWASSEE RIVER BRIDGE, CONTINUE FOR 1.1 MILES TO AN OILED ROAD ON
 FC0579'THE LEFT, TURN LEFT AND GO 3.25 MILES TO A SIDE ROAD ON THE
 FC0579'LEFT, TURN LEFT AND GO 0.45 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 FC0579'RIGHT AND GO 0.05 MILE TO THE STATION ON THE LEFT.
 FC0579'
 FC0579'THE STATION MARK IS 41 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIRT
 FC0579'ROAD, 38 FEET SOUTHEAST OF A LARGE OAK TREE AND 2.4 FEET SOUTHEAST
 FC0579'OF A METAL WITNESS POST. THE MARK IS SET IN A SQUARE CONCRETE
 FC0579'MONUMENT, PROJECTING 3 INCHES, AND THE DISK IS STAMPED BOW 1961.
 FC0579'
 FC0579'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC0579'DIRT ROAD AND 3 FEET SOUTH OF A SMALL PINE TREE.  THE MARK IS SET
 FC0579'IN A SQUARE CONCRETE MONUMENT, PROJECTING 6 INCHES, AND THE DISK IS
 FC0579'STAMPED BOW NO 1 1961.
 FC0579'
 FC0579'REFERENCE MARK NO. 2 IS 3 FEET NORTHWEST OF A SMALL PINE TREE. THE
 FC0579'MARK IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES, AND
 FC0579'THE DISK IS STAMPED BOW NO 2 1961.
 FC0579'
 FC0579'BENCH MARK T 243 IS 123 FEET NORTH OF THE APPROXIMATE CENTER OF AN
 FC0579'OILED ROAD, 81 FEET NORTHEAST OF A POWER POLE AND 23 FEET EAST OF
 FC0579'THE APPROXIMATE CENTER OF A GRAVELED ROAD. IT IS A STANDARD BENCH
 FC0579'MARK SET IN A DRILLED HOLE IN THE SOUTHEAST END OF A CULVERT AND
 FC0579'THE DISK IS STAMPED T 243 1961.
 FC0579'
 FC0579'TO REACH THE BENCH MARK FROM THE CHARLESTON SCHOOL IN CHARLESTON, GO
 FC0579'NORTH ON U.S. HIGHWAY 11 FOR 0.3 MILE TO A CROSS STREET, TURN LEFT
 FC0579'ON COUNTY ROAD NO. S 4317 AND GO 2.05 MILES TO THE ENTRANCE OF THE
 FC0579'OLIN CHEMICAL PLANT AND THE AZIMUTH ON THE RIGHT.
 FC0579'
 FC0579'HEIGHT OF LIGHT ABOVE STATION MARK 26.39 METERS.
 FC0579
 FC0579                          STATION RECOVERY (1961)
 FC0579
 FC0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0579'4.8 MI W FROM CALHOUN.
 FC0579'FROM THE BRIDGE OVER THE HIWASSEE RIVER ON U.S. HIGHWAY 11,
 FC0579'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST
 FC0579'ON U.S. HIGHWAY 11 FOR 1.0 MILE TO AN OILED ROAD ON THE LEFT,
 FC0579'TURN LEFT AND GO WEST FOR 3.25 MILES TO A SIDE DIRT ROAD ON THE LEFT,
 FC0579'TURN LEFT AND GO 0.45 MILES TO A SIDE ROAD TO THE RIGHT, TURN
 FC0579'RIGHT AND GO 0.05 MILES TO THE MARK ON THE LEFT.  41 FEET
 FC0579'SOUTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 38 FEET
 FC0579'SOUTHEAST OF A LARGE OAK TREE AND 2.4 FEET SOUTHEAST OF A
 FC0579'WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE POST
 FC0579'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2333 ***********************************************************************
 GA2333  DESIGNATION -  BOW AZ MK
 GA2333  PID         -  GA2333
 GA2333  STATE/COUNTY-  TN/CLAIBORNE
 GA2333  USGS QUAD   -  WELL SPRING (1980)
 GA2333
 GA2333                         *CURRENT SURVEY CONTROL
 GA2333  ___________________________________________________________________
 GA2333* NAD 83(1986)-  36 26 45.     (N)    083 55 38.     (W)     SCALED    
 GA2333* NAVD 88     -       330.638  (meters)    1084.77   (feet)  ADJUSTED  
 GA2333  ___________________________________________________________________
 GA2333  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GA2333  DYNAMIC HT  -         330.348 (meters)    1083.82  (feet)  COMP
 GA2333  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 GA2333
 GA2333  VERT ORDER  -  SECOND    CLASS 0
 GA2333
 GA2333.The horizontal coordinates were scaled from a topographic map and have
 GA2333.an estimated accuracy of +/- 6 seconds.
 GA2333
 GA2333.The orthometric height was determined by differential leveling
 GA2333.and adjusted by the National Geodetic Survey in June 1991..
 GA2333
 GA2333.The geoid height was determined by GEOID03.
 GA2333
 GA2333.The dynamic height is computed by dividing the NAVD 88
 GA2333.geopotential number by the normal gravity value computed on the
 GA2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2333.degrees latitude (g = 980.6199 gals.).
 GA2333
 GA2333.The modeled gravity was interpolated from observed gravity values.
 GA2333
 GA2333;                    North         East    Units  Estimated Accuracy
 GA2333;SPC TN       -   236,350.      785,820.      MT  (+/- 180 meters Scaled)
 GA2333
 GA2333                          SUPERSEDED SURVEY CONTROL
 GA2333
 GA2333  NGVD 29 (??/??/??)  330.85   (m)         1085.5    (f) RESET       3  
 GA2333
 GA2333.Superseded values are not recommended for survey control.
 GA2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2333.See file dsdata.txt to determine how the superseded data were derived.
 GA2333
 GA2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA376373(NAD 83)
 GA2333_MARKER: DD = SURVEY DISK
 GA2333_SETTING: 66 = SET IN ROCK OUTCROP
 GA2333_SP_SET: BEDROCK
 GA2333_STAMPING: BOW AZI 1964
 GA2333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2333+STABILITY: POSITION/ELEVATION WELL
 GA2333
 GA2333  HISTORY     - Date     Condition        Report By
 GA2333  HISTORY     - 1964     MONUMENTED       TNHD
 GA2333  HISTORY     - 1965     GOOD             TNHD
 GA2333
 GA2333                          STATION DESCRIPTION
 GA2333
 GA2333'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2333'12.1 MI NE FROM LA FOLLETTE.
 GA2333'FROM THE INTERSECTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63,
 GA2333'IN LA FOLLETTE, GO 12.1 MILES NORTHEAST ON STATE ROUTE 63 TO THE
 GA2333'HOME OF MRS. ELAINE BOWMAN ON THE LEFT AND THE MARK, 22 FEET
 GA2333'SOUTHWEST OF POWER POLE NO. E82X, 17 FEET NORTH OF THE APPROXIMATE
 GA2333'CENTER OF STATE ROUTE 63, 13 FEET SOUTH OF A 10-INCH ELM TREE
 GA2333'AND 11 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE.
 GA2333'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GA2333'FLUSH IN A DRILLED HOLE IN OUT-CROPPING BEDROCK, STAMPED BOW AZI
 GA2333'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2332 ***********************************************************************
 GA2332  DESIGNATION -  BOW RM 1
 GA2332  PID         -  GA2332
 GA2332  STATE/COUNTY-  TN/CLAIBORNE
 GA2332  USGS QUAD   -  WELL SPRING (1980)
 GA2332
 GA2332                         *CURRENT SURVEY CONTROL
 GA2332  ___________________________________________________________________
 GA2332* NAD 83(1986)-  36 26 44.     (N)    083 55 44.     (W)     SCALED    
 GA2332* NAVD 88     -       330.982  (meters)    1085.90   (feet)  ADJUSTED  
 GA2332  ___________________________________________________________________
 GA2332  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GA2332  DYNAMIC HT  -         330.691 (meters)    1084.94  (feet)  COMP
 GA2332  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 GA2332
 GA2332  VERT ORDER  -  SECOND    CLASS 0
 GA2332
 GA2332.The horizontal coordinates were scaled from a topographic map and have
 GA2332.an estimated accuracy of +/- 6 seconds.
 GA2332
 GA2332.The orthometric height was determined by differential leveling
 GA2332.and adjusted by the National Geodetic Survey in June 1991..
 GA2332
 GA2332.The geoid height was determined by GEOID03.
 GA2332
 GA2332.The dynamic height is computed by dividing the NAVD 88
 GA2332.geopotential number by the normal gravity value computed on the
 GA2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2332.degrees latitude (g = 980.6199 gals.).
 GA2332
 GA2332.The modeled gravity was interpolated from observed gravity values.
 GA2332
 GA2332;                    North         East    Units  Estimated Accuracy
 GA2332;SPC TN       -   236,320.      785,670.      MT  (+/- 180 meters Scaled)
 GA2332
 GA2332                          SUPERSEDED SURVEY CONTROL
 GA2332
 GA2332  NGVD 29 (??/??/92)  331.134  (m)         1086.40   (f) ADJ UNCH    2 0
 GA2332
 GA2332.Superseded values are not recommended for survey control.
 GA2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2332.See file dsdata.txt to determine how the superseded data were derived.
 GA2332
 GA2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA374373(NAD 83)
 GA2332_MARKER: DD = SURVEY DISK
 GA2332_SETTING: 66 = SET IN ROCK OUTCROP
 GA2332_SP_SET: BEDROCK
 GA2332_STAMPING: BOW RM-1 1964
 GA2332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2332+STABILITY: POSITION/ELEVATION WELL
 GA2332
 GA2332  HISTORY     - Date     Condition        Report By
 GA2332  HISTORY     - 1964     MONUMENTED       TNHD
 GA2332  HISTORY     - 1965     GOOD             TNHD
 GA2332
 GA2332                          STATION DESCRIPTION
 GA2332
 GA2332'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2332'12 MI NE FROM LA FOLLETTE.
 GA2332'THIS MARK IS LOCATED AT THE BOW 1964 STATION SITE, 32 FEET NORTH
 GA2332'OF THE NORTHWEST CORNER OF A WOOD SHED, 22 FEET SOUTHWEST OF THE
 GA2332'APPROXIMATE CENTER OF A WOOD GATE, 15 FEET SOUTHEAST OF THE
 GA2332'SOUTHWEST CORNER OF A BARN AND 2 FEET SOUTH OF THE APPROXIMATE
 GA2332'CENTER OF A FARM TRACK ROAD.  THE MARK IS A STANDARD TENNESSEE
 GA2332'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 GA2332'OUT-CROPPING BEDROCK, STAMPED BOW RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0578 ***********************************************************************
 FC0578  DESIGNATION -  BOW RM 1
 FC0578  PID         -  FC0578
 FC0578  STATE/COUNTY-  TN/MCMINN
 FC0578  USGS QUAD   -  CHARLESTON (1980)
 FC0578
 FC0578                         *CURRENT SURVEY CONTROL
 FC0578  ___________________________________________________________________
 FC0578* NAD 83(1986)-  35 19 11.     (N)    084 47 28.     (W)     SCALED    
 FC0578* NAVD 88     -       213.704  (meters)     701.13   (feet)  ADJUSTED  
 FC0578  ___________________________________________________________________
 FC0578  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0578  DYNAMIC HT  -         213.495 (meters)     700.44  (feet)  COMP
 FC0578  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0578
 FC0578  VERT ORDER  -  SECOND    CLASS 0
 FC0578
 FC0578.The horizontal coordinates were scaled from a topographic map and have
 FC0578.an estimated accuracy of +/- 6 seconds.
 FC0578
 FC0578.The orthometric height was determined by differential leveling
 FC0578.and adjusted by the National Geodetic Survey in June 1991..
 FC0578
 FC0578.The geoid height was determined by GEOID03.
 FC0578
 FC0578.The dynamic height is computed by dividing the NAVD 88
 FC0578.geopotential number by the normal gravity value computed on the
 FC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0578.degrees latitude (g = 980.6199 gals.).
 FC0578
 FC0578.The modeled gravity was interpolated from observed gravity values.
 FC0578
 FC0578;                    North         East    Units  Estimated Accuracy
 FC0578;SPC TN       -   110,120.      709,920.      MT  (+/- 180 meters Scaled)
 FC0578
 FC0578                          SUPERSEDED SURVEY CONTROL
 FC0578
 FC0578  NGVD 29 (??/??/92)  213.765  (m)          701.33   (f) ADJ UNCH    2 0
 FC0578
 FC0578.Superseded values are not recommended for survey control.
 FC0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0578.See file dsdata.txt to determine how the superseded data were derived.
 FC0578
 FC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE007107(NAD 83)
 FC0578_MARKER: DR = REFERENCE MARK DISK
 FC0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0578_STAMPING: BOW NO 1 1961
 FC0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0578+STABILITY: SURFACE MOTION
 FC0578
 FC0578  HISTORY     - Date     Condition        Report By
 FC0578  HISTORY     - 1961     MONUMENTED       CGS
 FC0578
 FC0578                          STATION DESCRIPTION
 FC0578
 FC0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0578'4.8 MI W FROM CALHOUN.
 FC0578'THIS MARK IS LOCATED AT THE BOW 1961 STATION SITE, 72.2 FEET
 FC0578'NORTHEAST OF THE STATION MARK, 11 FEET NORTH OF THE CENTER
 FC0578'OF A DIRT ROAD, AND 3 FEET SOUTH OF A SMALL PINE TREE.  A
 FC0578'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2330 ***********************************************************************
 GA2330  DESIGNATION -  BOW RM 2
 GA2330  PID         -  GA2330
 GA2330  STATE/COUNTY-  TN/CLAIBORNE
 GA2330  USGS QUAD   -  WELL SPRING (1980)
 GA2330
 GA2330                         *CURRENT SURVEY CONTROL
 GA2330  ___________________________________________________________________
 GA2330* NAD 83(1986)-  36 26 44.     (N)    083 55 44.     (W)     SCALED    
 GA2330* NAVD 88     -       332.858  (meters)    1092.05   (feet)  ADJUSTED  
 GA2330  ___________________________________________________________________
 GA2330  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GA2330  DYNAMIC HT  -         332.566 (meters)    1091.09  (feet)  COMP
 GA2330  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 GA2330
 GA2330  VERT ORDER  -  SECOND    CLASS 0
 GA2330
 GA2330.The horizontal coordinates were scaled from a topographic map and have
 GA2330.an estimated accuracy of +/- 6 seconds.
 GA2330
 GA2330.The orthometric height was determined by differential leveling
 GA2330.and adjusted by the National Geodetic Survey in June 1991..
 GA2330
 GA2330.The geoid height was determined by GEOID03.
 GA2330
 GA2330.The dynamic height is computed by dividing the NAVD 88
 GA2330.geopotential number by the normal gravity value computed on the
 GA2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2330.degrees latitude (g = 980.6199 gals.).
 GA2330
 GA2330.The modeled gravity was interpolated from observed gravity values.
 GA2330
 GA2330;                    North         East    Units  Estimated Accuracy
 GA2330;SPC TN       -   236,320.      785,670.      MT  (+/- 180 meters Scaled)
 GA2330
 GA2330                          SUPERSEDED SURVEY CONTROL
 GA2330
 GA2330  NGVD 29 (??/??/92)  333.011  (m)         1092.55   (f) ADJ UNCH    2 0
 GA2330
 GA2330.Superseded values are not recommended for survey control.
 GA2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2330.See file dsdata.txt to determine how the superseded data were derived.
 GA2330
 GA2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA374373(NAD 83)
 GA2330_MARKER: DD = SURVEY DISK
 GA2330_SETTING: 66 = SET IN ROCK OUTCROP
 GA2330_SP_SET: BEDROCK
 GA2330_STAMPING: BOW RM-2 1964
 GA2330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2330+STABILITY: POSITION/ELEVATION WELL
 GA2330
 GA2330  HISTORY     - Date     Condition        Report By
 GA2330  HISTORY     - 1964     MONUMENTED       TNHD
 GA2330  HISTORY     - 1965     GOOD             TNHD
 GA2330
 GA2330                          STATION DESCRIPTION
 GA2330
 GA2330'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2330'12 MI NE FROM LA FOLLETTE.
 GA2330'THIS MARK IS LOCATED AT THE BOW 1964 STATION SITE, 32 FEET
 GA2330'NORTH OF THE NORTHWEST CORNER OF A WOOD SHED, 22 FEET SOUTHWEST
 GA2330'OF THE APPROXIMATE CENTER OF A WOOD SHED, 15 FEET SOUTHEAST
 GA2330'OF THE SOUTHWEST CORNER OF A BARN AND 2 FEET SOUTH OF THE
 GA2330'APPROXIMATE CENTER OF A FARM TRACK ROAD.  THE MARK IS A STANDARD
 GA2330'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 GA2330'HOLE IN OUTCROPPING BED-ROCK, STAMPED BOW RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0580 ***********************************************************************
 FC0580  DESIGNATION -  BOW RM 2
 FC0580  PID         -  FC0580
 FC0580  STATE/COUNTY-  TN/MCMINN
 FC0580  USGS QUAD   -  CHARLESTON (1980)
 FC0580
 FC0580                         *CURRENT SURVEY CONTROL
 FC0580  ___________________________________________________________________
 FC0580* NAD 83(1986)-  35 19 11.     (N)    084 47 28.     (W)     SCALED    
 FC0580* NAVD 88     -       214.691  (meters)     704.37   (feet)  ADJUSTED  
 FC0580  ___________________________________________________________________
 FC0580  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0580  DYNAMIC HT  -         214.481 (meters)     703.68  (feet)  COMP
 FC0580  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0580
 FC0580  VERT ORDER  -  SECOND    CLASS 0
 FC0580
 FC0580.The horizontal coordinates were scaled from a topographic map and have
 FC0580.an estimated accuracy of +/- 6 seconds.
 FC0580
 FC0580.The orthometric height was determined by differential leveling
 FC0580.and adjusted by the National Geodetic Survey in June 1991..
 FC0580
 FC0580.The geoid height was determined by GEOID03.
 FC0580
 FC0580.The dynamic height is computed by dividing the NAVD 88
 FC0580.geopotential number by the normal gravity value computed on the
 FC0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0580.degrees latitude (g = 980.6199 gals.).
 FC0580
 FC0580.The modeled gravity was interpolated from observed gravity values.
 FC0580
 FC0580;                    North         East    Units  Estimated Accuracy
 FC0580;SPC TN       -   110,120.      709,920.      MT  (+/- 180 meters Scaled)
 FC0580
 FC0580                          SUPERSEDED SURVEY CONTROL
 FC0580
 FC0580  NGVD 29 (??/??/92)  214.752  (m)          704.57   (f) ADJ UNCH    2 0
 FC0580
 FC0580.Superseded values are not recommended for survey control.
 FC0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0580.See file dsdata.txt to determine how the superseded data were derived.
 FC0580
 FC0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE007107(NAD 83)
 FC0580_MARKER: DR = REFERENCE MARK DISK
 FC0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0580_STAMPING: BOW NO 2 1961
 FC0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0580+STABILITY: SURFACE MOTION
 FC0580
 FC0580  HISTORY     - Date     Condition        Report By
 FC0580  HISTORY     - 1961     MONUMENTED       CGS
 FC0580
 FC0580                          STATION DESCRIPTION
 FC0580
 FC0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0580'4.8 MI W FROM CALHOUN.
 FC0580'THIS MARK IS LOCATED AT THE BOW 1961 STATION SITE, 67.3 FEET
 FC0580'SOUTH OF THE STATION MARK, 3 FEET NORTHWEST OF A SMALL PINE TREE.
 FC0580'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0549 ***********************************************************************
 FC0549  DESIGNATION -  BOWATER
 FC0549  PID         -  FC0549
 FC0549  STATE/COUNTY-  TN/MCMINN
 FC0549  USGS QUAD   -  RICEVILLE (1990)
 FC0549
 FC0549                         *CURRENT SURVEY CONTROL
 FC0549  ___________________________________________________________________
 FC0549* NAD 83(1995)-  35 24 25.13972(N)    084 42 29.54451(W)     ADJUSTED  
 FC0549* NAVD 88     -       252.741  (meters)     829.20   (feet)  ADJUSTED  
 FC0549  ___________________________________________________________________
 FC0549  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FC0549  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0549  DYNAMIC HT  -         252.494 (meters)     828.39  (feet)  COMP
 FC0549  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0549
 FC0549  HORZ ORDER  -  SECOND
 FC0549  VERT ORDER  -  SECOND    CLASS 0
 FC0549
 FC0549.The horizontal coordinates were established by classical geodetic methods
 FC0549.and adjusted by the National Geodetic Survey in April 1999..
 FC0549
 FC0549.The orthometric height was determined by differential leveling
 FC0549.and adjusted by the National Geodetic Survey in June 1991..
 FC0549
 FC0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0549
 FC0549.The geoid height was determined by GEOID03.
 FC0549
 FC0549.The dynamic height is computed by dividing the NAVD 88
 FC0549.geopotential number by the normal gravity value computed on the
 FC0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0549.degrees latitude (g = 980.6199 gals.).
 FC0549
 FC0549.The modeled gravity was interpolated from observed gravity values.
 FC0549
 FC0549;                    North         East     Units Scale Factor Converg.
 FC0549;SPC TN       -   119,895.450   717,332.351   MT  0.99997601   +0 45 22.6
 FC0549;SPC TN       -   393,356.99  2,353,447.89   sFT  0.99997601   +0 45 22.6
 FC0549;UTM  16      - 3,920,589.664   708,107.565   MT  1.00013374   +1 19 41.9
 FC0549
 FC0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0549!SPC TN       -   0.99996508  x   0.99997601  =   0.99994109
 FC0549!UTM  16      -   0.99996508  x   1.00013374  =   1.00009882
 FC0549
 FC0549|---------------------------------------------------------------------|
 FC0549| PID    Reference Object                     Distance      Geod. Az  |
 FC0549|                                                           dddmmss.s |
 FC0549| FC0550 BOWATER RM 1                         24.330 METERS 05601     |
 FC0549| FC0548 BOWATER RM 2                         18.397 METERS 15429     |
 FC0549| FC0565 WALK                                APPROX. 6.4 KM 2264514.8 |
 FC0549| FC0551 BOWATER AZ MK                                      3512708.8 |
 FC0549|---------------------------------------------------------------------|
 FC0549
 FC0549                          SUPERSEDED SURVEY CONTROL
 FC0549
 FC0549  NAD 83(1995)-  35 24 25.14338(N)    084 42 29.54504(W) AD(       ) 2
 FC0549  NAD 83(1995)-  35 24 25.14263(N)    084 42 29.54513(W) AD(       ) 2
 FC0549  NAD 83(1995)-  35 24 25.14317(N)    084 42 29.54482(W) AD(       ) 2
 FC0549  NAD 83(1986)-  35 24 25.14705(N)    084 42 29.54257(W) AD(       ) 2
 FC0549  NAD 27      -  35 24 24.88230(N)    084 42 29.76770(W) AD(       ) 2
 FC0549  NGVD 29 (??/??/92)  252.803  (m)          829.40   (f) ADJ UNCH    2 0
 FC0549
 FC0549.Superseded values are not recommended for survey control.
 FC0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0549.See file dsdata.txt to determine how the superseded data were derived.
 FC0549
 FC0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0810820590(NAD 83)
 FC0549_MARKER: DS = TRIANGULATION STATION DISK
 FC0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0549_STAMPING: BOWATER 1961
 FC0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0549+STABILITY: SURFACE MOTION
 FC0549
 FC0549  HISTORY     - Date     Condition        Report By
 FC0549  HISTORY     - 1961     MONUMENTED       CGS
 FC0549  HISTORY     - 1965     GOOD             CGS
 FC0549  HISTORY     - 1965     GOOD             NGS
 FC0549
 FC0549                          STATION DESCRIPTION
 FC0549
 FC0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0549'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF ATHENS, ABOUT 2
 FC0549'MILES NORTHWEST OF RICEVILLE AND ON THE PROPERTY OF THE HIWASSEE
 FC0549'LAND COMPANY.
 FC0549'
 FC0549'TO REACH THE STATION FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON
 FC0549'OILED ROAD, CROSSING A RAILROAD TRACKS, FOR 0.1 MILE TO THE
 FC0549'JUNCTION OF U.S. HIGHWAY 11, TURN RIGHT, ON U.S. HIGHWAY 11 FOR 0.35
 FC0549'MILE TO A CROSSROAD, TURN LEFT, ON AN OILED ROAD FOR 1.1 MILES
 FC0549'TO A STEEL BRIDGE, CONTINUE STRAIGHT AHEAD CROSSING BRIDGE FOR 0.1
 FC0549'MILE TO A SIDE ROAD RIGHT, TURN RIGHT, ON A GRAVELED ROAD FOR
 FC0549'1.3 MILES TO THE STATION ON THE LEFT, JUST INSIDE OF THE HIWASSEE
 FC0549'LAND COMPANY BOUNDRY LINE.
 FC0549'
 FC0549'STATION MARK IS 64 FEET NORTHWEST OF CARL KINGS MAIL BOX, 62 FEET
 FC0549'NORTH OF CARL KINGS DRIVEWAY, 32 FEET WEST OF THE CENTER OF A
 FC0549'GRAVELED ROAD AND 2.3 FEET SOUTHWEST OF A WITNESS POST. THE MARK IS A
 FC0549'STANDARD TRAVERSE DISK, FLUSH, AND IS STAMPED BOWATER 1961.
 FC0549'
 FC0549'REFERENCE MARK NO. 1 IS 65 FEET NORTHEAST OF CARL KINGS MAIL BOX AND
 FC0549'38 FEET EAST OF THE CENTER OF A GRAVELED ROAD. THE MARK IS A STANDARD
 FC0549'DISK, FLUSH, AND IS STAMPED BOWATER NO 1 1961.
 FC0549'
 FC0549'REFERENCE MARK NO. 2 IS 42 FEET SOUTHWEST OF CARL KINGS MAIL BOX, 17
 FC0549'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 8 FEET SOUTH OF CARL
 FC0549'KINGS DRIVEWAY AND 1 FOOT SOUTHWEST OF A 6-INCH PINE TREE. THE MARK
 FC0549'IS A STANDARD DISK, WHICH PROJECTS 3-INCHES AND IS STAMPED BOWATER
 FC0549'NO 2 1961.
 FC0549'
 FC0549'AZIMUTH MARK IS 94 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 FC0549'52 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR.  LUTHER GREENES
 FC0549'HOUSE, 38 FEET NORTHWEST OF POWER POLE NUMBER 95 AND 1 FOOT SOUTHEAST
 FC0549'OF TELEPHONE POLE 95 1/2. THE MARK IS A STANDARD DISK, FLUSH,
 FC0549'AND IS STAMPED BOWATER 1961.
 FC0549'
 FC0549'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED ROAD
 FC0549'FOR 0.2 MILE TO MR. LUTHER GREENES HOUSE ON THE RIGHT AND THE
 FC0549'AZIMUTH MARK BEHIND HIS HOUSE.
 FC0549'
 FC0549'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 FC0549
 FC0549                          STATION RECOVERY (1965)
 FC0549
 FC0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FC0549'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC0549'HOWEVER, DUE TO CONSTRUCTION OF A NEW HOME AT THE SITE OF THE
 FC0549'AZIMUTH MARK, THIS MARK WOULD BE DESTROYED. AS THE AZIMUTH MARK WAS
 FC0549'NOT VISIBLE FROM THE GROUND AT THE STATION SITE, DUE TO A DENSE
 FC0549'GROWTH OF PINE TREES, NO WAY COULD BE FOUND TO ESTABLISH A NEW MARK,
 FC0549'AND THE ORIGNAL AZIMUTH MARK WAS COMPLETELY DESTROYED AND THE
 FC0549'DISK REMOVED.
 FC0549'
 FC0549'DUE TO CHANGES IN HIGHWAYS AND ROADS, THE ORIGINAL TO-REACH IS NOW IN
 FC0549'ERROR. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0549'
 FC0549'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF ATHENS, ABOUT 2
 FC0549'MILES NORTHWEST OF RICEVILLE AND ON THE PROPERTY OF THE HIAWASSEE
 FC0549'LAND COMPANY.
 FC0549'
 FC0549'TO REACH THE STATION FROM THE NEW POST OFFICE IN RICEVILLE, GO
 FC0549'NORTHEAST ON NEW U.S. HIGHWAY 11 FOR 0.3 MILE TO AN OILED
 FC0549'CROSSROAD, TURN LEFT, NORTHWESTERLY, ON THIS OILED ROAD AND GO 1.1
 FC0549'MILES TO A STEEL BRIDGE, CONTINUE NORTHWESTERLY ON THE OILED ROAD FOR
 FC0549'0.1 MILE TO A GRAVELED T ROAD ON THE RIGHT, TURN RIGHT, NORTHERLY, ON
 FC0549'THE GRAVELED ROAD FOR 1.3 MILES TO THE HOME OF CARL KING ON THE
 FC0549'LEFT AND THE STATION ON THE LEFT, JUST INSIDE THE HIAWASSEE LAND
 FC0549'COMPANY BOUNDRY, AND IN A VERY DENSE THICKET OF PINE TREES.
 FC0549'
 FC0549'THE STATION MARK IS 64 FEET NORTHEAST OF CARL KINGS MAIL BOX, 62
 FC0549'FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, 32 FEET WEST
 FC0549'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 2.3 FEET
 FC0549'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN
 FC0549'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FC0549'SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWATER 1961.
 FC0549'
 FC0549'REFERENCE MARK NO. 1 IS 65 FEET NORTHEAST OF CARL KINGS MAIL BOX, 38
 FC0549'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND
 FC0549'IN THE SOUTHWEST CORNER OF A FIELD. IT IS A STANDARD DISK SET IN THE
 FC0549'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FC0549'SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWATER NO 1 1961.
 FC0549'
 FC0549'REFERENCE MARK NO. 2 IS 42 FEET SOUTHWEST OF CARL KINGS MAIL BOX, 17
 FC0549'FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 8
 FC0549'FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, AND 1 FOOT WEST
 FC0549'OF AN 8-INCH PINE TREE. IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0549'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES AND
 FC0549'THE DISK IS STAMPED BOWATER NO 2 1961.
 FC0549
 FC0549                          STATION RECOVERY (1965)
 FC0549
 FC0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FC0549'3 MI NW FROM RICEVILLE.
 FC0549'TO REACH FROM THE NEW POST OFFICE IN RICEVILLE, GO NORTHEAST ON
 FC0549'NEW U.S. HIGHWAY 11 FOR 0.3 MILE TO AN OILED CROSSROAD, TURN LEFT,
 FC0549'NORTHWESTERLY, ON THIS OILED ROAD AND GO 1.1 MILES TO A STEEL
 FC0549'BRIDGE, CONTINUE NORTHWESTERLY ON THE OILED ROAD FOR 0.1 MILE
 FC0549'TO A GRAVELED T ROAD RIGHT, TURN RIGHT, NORTHERLY, ON THE
 FC0549'GRAVELED ROAD FOR 1.3 MILES TO THE STATION ON THE LEFT, JUST
 FC0549'INSIDE THE HIWASSEE LAND COMPANY BOUNDARY, AND IN A DENSE
 FC0549'THICKET OF PINE TREES.  THE MARK IS 64 FEET NORTHWEST OF CARL
 FC0549'KINGS MAIL BOX, 62 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC0549'DRIVEWAY, 32 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0549'ROAD, AND 2.3 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 FC0549'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC0549'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 FC0549'STAMPED BOWATER 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0550 ***********************************************************************
 FC0550  DESIGNATION -  BOWATER RM 1
 FC0550  PID         -  FC0550
 FC0550  STATE/COUNTY-  TN/MCMINN
 FC0550  USGS QUAD   -  RICEVILLE (1990)
 FC0550
 FC0550                         *CURRENT SURVEY CONTROL
 FC0550  ___________________________________________________________________
 FC0550* NAD 83(1986)-  35 24 24.     (N)    084 42 29.     (W)     SCALED    
 FC0550* NAVD 88     -       253.766  (meters)     832.56   (feet)  ADJUSTED  
 FC0550  ___________________________________________________________________
 FC0550  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0550  DYNAMIC HT  -         253.518 (meters)     831.75  (feet)  COMP
 FC0550  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0550
 FC0550  VERT ORDER  -  SECOND    CLASS 0
 FC0550
 FC0550.The horizontal coordinates were scaled from a topographic map and have
 FC0550.an estimated accuracy of +/- 6 seconds.
 FC0550
 FC0550.The orthometric height was determined by differential leveling
 FC0550.and adjusted by the National Geodetic Survey in June 1991..
 FC0550
 FC0550.The geoid height was determined by GEOID03.
 FC0550
 FC0550.The dynamic height is computed by dividing the NAVD 88
 FC0550.geopotential number by the normal gravity value computed on the
 FC0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0550.degrees latitude (g = 980.6199 gals.).
 FC0550
 FC0550.The modeled gravity was interpolated from observed gravity values.
 FC0550
 FC0550;                    North         East    Units  Estimated Accuracy
 FC0550;SPC TN       -   119,860.      717,350.      MT  (+/- 180 meters Scaled)
 FC0550
 FC0550                          SUPERSEDED SURVEY CONTROL
 FC0550
 FC0550  NGVD 29 (??/??/92)  253.828  (m)          832.77   (f) ADJ UNCH    2 0
 FC0550
 FC0550.Superseded values are not recommended for survey control.
 FC0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0550.See file dsdata.txt to determine how the superseded data were derived.
 FC0550
 FC0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE081205(NAD 83)
 FC0550_MARKER: DR = REFERENCE MARK DISK
 FC0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0550_STAMPING: BOWATER NO 1 1961
 FC0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0550+STABILITY: SURFACE MOTION
 FC0550
 FC0550  HISTORY     - Date     Condition        Report By
 FC0550  HISTORY     - 1961     MONUMENTED       CGS
 FC0550  HISTORY     - 1965     GOOD             NGS
 FC0550
 FC0550                          STATION DESCRIPTION
 FC0550
 FC0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0550'3 MI NW FROM RICEVILLE.
 FC0550'THIS MARK IS LOCATED AT THE BOWATER 1961 STATION SITE, 79.82
 FC0550'FEET EAST OF THE STATION MARK, 65 FEET NORTHEAST OF CARL KINGS
 FC0550'MAIL BOX, 38 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC0550'ROAD, AND IN THE SOUTHWEST CORNER OF A FIELD.  THE DISK IS
 FC0550'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH
 FC0550'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWATER NO
 FC0550'1 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0548 ***********************************************************************
 FC0548  DESIGNATION -  BOWATER RM 2
 FC0548  PID         -  FC0548
 FC0548  STATE/COUNTY-  TN/MCMINN
 FC0548  USGS QUAD   -  RICEVILLE (1990)
 FC0548
 FC0548                         *CURRENT SURVEY CONTROL
 FC0548  ___________________________________________________________________
 FC0548* NAD 83(1986)-  35 24 24.     (N)    084 42 29.     (W)     SCALED    
 FC0548* NAVD 88     -       253.004  (meters)     830.06   (feet)  ADJUSTED  
 FC0548  ___________________________________________________________________
 FC0548  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0548  DYNAMIC HT  -         252.756 (meters)     829.25  (feet)  COMP
 FC0548  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 FC0548
 FC0548  VERT ORDER  -  SECOND    CLASS 0
 FC0548
 FC0548.The horizontal coordinates were scaled from a topographic map and have
 FC0548.an estimated accuracy of +/- 6 seconds.
 FC0548
 FC0548.The orthometric height was determined by differential leveling
 FC0548.and adjusted by the National Geodetic Survey in June 1991..
 FC0548
 FC0548.The geoid height was determined by GEOID03.
 FC0548
 FC0548.The dynamic height is computed by dividing the NAVD 88
 FC0548.geopotential number by the normal gravity value computed on the
 FC0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0548.degrees latitude (g = 980.6199 gals.).
 FC0548
 FC0548.The modeled gravity was interpolated from observed gravity values.
 FC0548
 FC0548;                    North         East    Units  Estimated Accuracy
 FC0548;SPC TN       -   119,860.      717,350.      MT  (+/- 180 meters Scaled)
 FC0548
 FC0548                          SUPERSEDED SURVEY CONTROL
 FC0548
 FC0548  NGVD 29 (??/??/92)  253.066  (m)          830.27   (f) ADJ UNCH    2 0
 FC0548
 FC0548.Superseded values are not recommended for survey control.
 FC0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0548.See file dsdata.txt to determine how the superseded data were derived.
 FC0548
 FC0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE081205(NAD 83)
 FC0548_MARKER: DR = REFERENCE MARK DISK
 FC0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0548_STAMPING: BOWATER NO 2 1961
 FC0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0548+STABILITY: SURFACE MOTION
 FC0548
 FC0548  HISTORY     - Date     Condition        Report By
 FC0548  HISTORY     - 1961     MONUMENTED       CGS
 FC0548  HISTORY     - 1965     GOOD             NGS
 FC0548
 FC0548                          STATION DESCRIPTION
 FC0548
 FC0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0548'3 MI NW FROM RICEVILLE.
 FC0548'THIS MARK IS LOCATED AT THE BOWATER 1961 STATION SITE, 60.36
 FC0548'FEET SOUTH OF THE STATION MARK, 42 FEET SOUTHWEST OF CARL KINGS
 FC0548'MAIL BOX, 17 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC0548'ROAD, 8 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 FC0548'AND 1 FOOT WEST OF AN 8-INCH PINE TREE.  THE DISK IS SET IN
 FC0548'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FC0548'ABOUT 4 INCHES AND THE DISK IS STAMPED BOWATER NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3367 ***********************************************************************
 GA3367  DESIGNATION -  BOWERS
 GA3367  PID         -  GA3367
 GA3367  STATE/COUNTY-  TN/CARTER
 GA3367  USGS QUAD   -  ELIZABETHTON (1968)
 GA3367
 GA3367                         *CURRENT SURVEY CONTROL
 GA3367  ___________________________________________________________________
 GA3367* NAD 83(1995)-  36 19 06.95205(N)    082 10 26.34456(W)     ADJUSTED  
 GA3367* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 GA3367  ___________________________________________________________________
 GA3367  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 GA3367  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA3367
 GA3367  HORZ ORDER  -  THIRD
 GA3367
 GA3367.The horizontal coordinates were established by classical geodetic methods
 GA3367.and adjusted by the National Geodetic Survey in April 1999..
 GA3367
 GA3367.The orthometric height was scaled from a topographic map.
 GA3367
 GA3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3367
 GA3367.The geoid height was determined by GEOID03.
 GA3367
 GA3367;                    North         East     Units Scale Factor Converg.
 GA3367;SPC TN       -   226,981.302   943,481.792   MT  0.99998408   +2 14 23.6
 GA3367;SPC TN       -   744,687.82  3,095,406.51   sFT  0.99998408   +2 14 23.6
 GA3367;UTM  17      - 4,019,926.047   394,616.565   MT  0.99973683   -0 41 43.4
 GA3367
 GA3367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3367!SPC TN       -   0.99989680  x   0.99998408  =   0.99988088
 GA3367!UTM  17      -   0.99989680  x   0.99973683  =   0.99963366
 GA3367
 GA3367|---------------------------------------------------------------------|
 GA3367| PID    Reference Object                     Distance      Geod. Az  |
 GA3367|                                                           dddmmss.s |
 GA3367| DB8809 BOWERS RM 2                          10.802 METERS 06339     |
 GA3367| DB8807 BOWERS AZ MK                                       1244311.0 |
 GA3367| DB8808 BOWERS RM 1                          17.733 METERS 16114     |
 GA3367|---------------------------------------------------------------------|
 GA3367
 GA3367                          SUPERSEDED SURVEY CONTROL
 GA3367
 GA3367  NAD 83(1995)-  36 19 06.95544(N)    082 10 26.34574(W) AD(       ) 3
 GA3367  NAD 83(1995)-  36 19 06.95308(N)    082 10 26.35543(W) AD(       ) 3
 GA3367  NAD 83(1995)-  36 19 06.96085(N)    082 10 26.34660(W) AD(       ) 3
 GA3367  NAD 83(1986)-  36 19 06.96065(N)    082 10 26.34876(W) AD(       ) 3
 GA3367  NAD 27      -  36 19 06.54800(N)    082 10 26.92100(W) AD(       ) 3
 GA3367
 GA3367.Superseded values are not recommended for survey control.
 GA3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3367.See file dsdata.txt to determine how the superseded data were derived.
 GA3367
 GA3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9461719926(NAD 83)
 GA3367_MARKER: DS = TRIANGULATION STATION DISK
 GA3367_SETTING: 66 = SET IN ROCK OUTCROP
 GA3367_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GA3367
 GA3367  HISTORY     - Date     Condition        Report By
 GA3367  HISTORY     - 1934     MONUMENTED       CGS
 GA3367
 GA3367                          STATION DESCRIPTION
 GA3367
 GA3367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3367'ABOUT 1-1/4 MILES NORTHEAST OF VALLEY FORGE, 0.6 MILE WEST-NORTHWEST
 GA3367'OF GRAVEL ROAD TO
 GA3367'VALLEY FORGE, AND ON SUMMIT OF THIRD AND HIGHEST OF
 GA3367'THREE HILLS COMPRISING A RIDGE
 GA3367'RUNNING NORTHEAST OF VALLEY FORGE.  TO
 GA3367'REACH FROM CHRISTIAN CHURCH AT VALLEY FORGE,
 GA3367'FOLLOW GRAVEL ROAD NORTH
 GA3367'1.25 MILES, TURN LEFT AT SLIGHT ANGLE IN DIRT ROAD AND CONTINUE
 GA3367'80 YARDS TO END
 GA3367'OF TRUCK TRAVEL, FOLLOW DIM PATH UP HILL TO WEST 0.5
 GA3367'MILE TO STATION SITE ABOUT 150
 GA3367'FEET NORTH-NORTHWEST ALONG SUMMIT FROM
 GA3367'HIGHEST POINT OF RIDGE, IN LONGITUDINAL CENTER OF
 GA3367'RIDGE, MIDWAY
 GA3367'BETWEEN TWO TREES ABOUT 20 FEET APART, AND 3 FEET FROM LINE JOINING
 GA3367'THEM.  MARK IS
 GA3367'STANDARD STATION DISK IN OUTCROPPING BEDROCK.
 GA3367'REFERENCE MARKS ARE STANDARD
 GA3367'REFERENCE DISKS IN OUTCROPPING BEDROCK.
 GA3367'NO. 1 IS ALONG LEVEL SLOPE OF
 GA3367'SUMMIT AND 17.733 METERS
 GA3367'(58.18 FEET) FROM STATION S 18 DEG 46 MIN E.  NO. 2 IS
 GA3367'SLIGHTLY DOWN EAST SLOPE OF SUMMIT AND 10.802 METERS (35.44 FEET)
 GA3367'FROM STATION
 GA3367'N 26 DEG 21 MIN E.  AZIMUTH MARK IS STANDARD
 GA3367'REFERENCE DISK IN CONCRETE,
 GA3367'45 FEET EAST OF CENTER OF
 GA3367'COUNTY ROAD TO VALLEY FORGE, NEAR OLD BARN, IN
 GA3367'FRONT YARD OF
 GA3367'RESIDENCE, AND ABOUT 0.4 MILE FROM STATION S 55 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0645 ***********************************************************************
 GA0645  DESIGNATION -  BOWERY
 GA0645  PID         -  GA0645
 GA0645  STATE/COUNTY-  TN/SULLIVAN
 GA0645  USGS QUAD   -  BOONE DAM (1968)
 GA0645
 GA0645                         *CURRENT SURVEY CONTROL
 GA0645  ___________________________________________________________________
 GA0645* NAD 83(1995)-  36 28 45.05759(N)    082 29 06.75319(W)     ADJUSTED  
 GA0645* NAVD 88     -       452.610  (meters)    1484.94   (feet)  ADJUSTED  
 GA0645  ___________________________________________________________________
 GA0645  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GA0645  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0645  DYNAMIC HT  -         452.191 (meters)    1483.56  (feet)  COMP
 GA0645  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 GA0645
 GA0645  HORZ ORDER  -  SECOND
 GA0645  VERT ORDER  -  SECOND    CLASS 0
 GA0645
 GA0645.The horizontal coordinates were established by classical geodetic methods
 GA0645.and adjusted by the National Geodetic Survey in April 1999..
 GA0645
 GA0645.The orthometric height was determined by differential leveling
 GA0645.and adjusted by the National Geodetic Survey in June 1991..
 GA0645
 GA0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0645
 GA0645.The geoid height was determined by GEOID03.
 GA0645
 GA0645.The dynamic height is computed by dividing the NAVD 88
 GA0645.geopotential number by the normal gravity value computed on the
 GA0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0645.degrees latitude (g = 980.6199 gals.).
 GA0645
 GA0645.The modeled gravity was interpolated from observed gravity values.
 GA0645
 GA0645;                    North         East     Units Scale Factor Converg.
 GA0645;SPC TN       -   243,741.406   914,914.221   MT  1.00001169   +2 03 27.7
 GA0645;SPC TN       -   799,674.93  3,001,681.07   sFT  1.00001169   +2 03 27.7
 GA0645;UTM  17      - 4,038,124.303   366,951.693   MT  0.99981810   -0 52 59.3
 GA0645
 GA0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0645!SPC TN       -   0.99993391  x   1.00001169  =   0.99994560
 GA0645!UTM  17      -   0.99993391  x   0.99981810  =   0.99975202
 GA0645
 GA0645|---------------------------------------------------------------------|
 GA0645| PID    Reference Object                     Distance      Geod. Az  |
 GA0645|                                                           dddmmss.s |
 GA0645| GA0647 BOWERY RM 1                          13.950 METERS 06539     |
 GA0645| GA0644 BOWERY AZ MK                                       1983902.9 |
 GA0645| GA0800 MILLER                              APPROX. 4.1 KM 2230427.4 |
 GA0645| GA0646 BOWERY RM 2                          10.330 METERS 34530     |
 GA0645|---------------------------------------------------------------------|
 GA0645
 GA0645                          SUPERSEDED SURVEY CONTROL
 GA0645
 GA0645  NAD 83(1995)-  36 28 45.06081(N)    082 29 06.75469(W) AD(       ) 2
 GA0645  NAD 83(1995)-  36 28 45.07208(N)    082 29 06.77397(W) AD(       ) 2
 GA0645  NAD 83(1995)-  36 28 45.06408(N)    082 29 06.75622(W) AD(       ) 2
 GA0645  NAD 83(1986)-  36 28 45.06657(N)    082 29 06.75853(W) AD(       ) 2
 GA0645  NAD 27      -  36 28 44.69510(N)    082 29 07.23120(W) AD(       ) 2
 GA0645  NGVD 29 (??/??/92)  452.752  (m)         1485.40   (f) ADJ UNCH    2 0
 GA0645
 GA0645.Superseded values are not recommended for survey control.
 GA0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0645.See file dsdata.txt to determine how the superseded data were derived.
 GA0645
 GA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6695238124(NAD 83)
 GA0645_MARKER: DE = TRAVERSE STATION DISK
 GA0645_SETTING: 66 = SET IN ROCK OUTCROP
 GA0645_SP_SET: SET IN ROCK OUTCROP
 GA0645_STAMPING: BOWERY 1961
 GA0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0645+STABILITY: POSITION/ELEVATION WELL
 GA0645
 GA0645  HISTORY     - Date     Condition        Report By
 GA0645  HISTORY     - 1961     MONUMENTED       CGS
 GA0645  HISTORY     - 1961     GOOD             CGS
 GA0645
 GA0645                          STATION DESCRIPTION
 GA0645
 GA0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0645'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF KINGSPORT, AND
 GA0645'ABOUT 4-1/2 MILES
 GA0645'SOUTHWEST OF THE TRI-CITY AIRPORT, ON A HIGH PARTLY CLEAR SIDE
 GA0645'HILL OVERLOOKING THE
 GA0645'FORT PATRICK HENRY LAKE ON THE HOLSTON RIVER, ON
 GA0645'PROPERTY OWNED BY MR.  L.M.  BOWERY.
 GA0645'
 GA0645'THE STATION IS REACHED FROM THE POST OFFICE IN COLONIAL HEIGHTS
 GA0645'TENNESSEE, WHICH IS
 GA0645'ABOUT 5 MILES SOUTHEAST OF KINGSPORT ON U.S.HIGHWAY 23, GO
 GA0645'EAST ON U.S.  HIGHWAY 23
 GA0645'FOR 0.6 MILE TO A RAILROAD OVERPASS,
 GA0645'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A
 GA0645'SIDE ROAD LEFT, TURN LEFT
 GA0645'AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GA0645'STRAIGHT AHEAD
 GA0645'FOR 0.25 MILE TO A GATE ON THE LEFT JUST AFTER PASSING BOWERY
 GA0645'RESIDENCE, TURN LEFT
 GA0645'THROUGH GATE AND GO 0.05 MILE NORTH TO A GATE IN
 GA0645'EAST WEST FENCE LINE, GO THROUGH GATE
 GA0645'AND TURN SHARP LEFT AND FOLLOW
 GA0645'ALONG FENCE LINE FOR 0.05 MILE TO A NORTH SOUTH FENCE
 GA0645'LINE, TURN
 GA0645'RIGHT AND GO UP STEEP HILL ABOUT 50 YARDS TO STATION.
 GA0645'
 GA0645'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BOWERY 1961,
 GA0645'CEMENTED IN A DRILLED HOLE
 GA0645'IN OUTCROPPING BEDROCK IS FLUSH.  THE BEDROCK PROJECTS
 GA0645'ABOUT 3 FEET ON THE SOUTH SIDE.
 GA0645'IT IS 41 FEET NORTHEAST OF A WIRE
 GA0645'FENCE, 31 FEET SOUTHEAST OF EDGE OF TIMBER LINE,
 GA0645'AND 6.1 FEET
 GA0645'NORTHWEST OF A WITNESS POST AND SIGN.
 GA0645'
 GA0645'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BOWERY NO. 1 1961,
 GA0645'CEMENTED IN A DRILLED HOLE
 GA0645'IN OUTCROPPING BEDROCK IS FLUSH.  THE BEDROCK PROJECTS
 GA0645'ABOUT 1 FOOT ON THE SOUTHERN
 GA0645'EDGE.  IS 45 FEET NORTHEAST OF A WITNESS
 GA0645'POST AND SIGN, 31 FEET SOUTHEAST OF THE EDGE OF
 GA0645'TIMBER LINE, AND IS
 GA0645'ABOUT 3 FEET LOWER THAN THE ELEVATION OF STATION.
 GA0645'
 GA0645'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BOWERY NO. 2 1961,
 GA0645'CEMENTED IN A DRILLED HOLE
 GA0645'IN OUTCROPPING BEDROCK IS FLUSH.  THE BEDROCK PROJECTS
 GA0645'ABOUT 6 INCHES ON THE SOUTHERN
 GA0645'EDGE.  IS 60 FEET FEET NORTHEAST OF A
 GA0645'WIRE FENCE, 2 FEET SOUTHEAST OF EDGE OF TIMBER
 GA0645'LINE, AND IS ABOUT 4
 GA0645'FEET HIGHER THAN STATION MARK.
 GA0645'
 GA0645'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWERY 1961, SET IN A
 GA0645'SQUARE CONCRETE
 GA0645'MONUMENT WHICH PROJECTS 6 INCHES.  IS 58.8 FEET SOUTHEAST OF
 GA0645'THE SOUTHEAST CORNER OF
 GA0645'MR.COLLIS H.  WILD RESIDENCE, 14 FEET
 GA0645'NORTHWEST OF THE CENTER OF A BLACKTOPPED
 GA0645'ROAD, 1.7 FEET NORTHEAST OF
 GA0645'A WITNESS POST AND SIGN, AND 1.3 FEET WEST OF A POWER LINE
 GA0645'POLE NO.  6.
 GA0645'
 GA0645'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GA0645
 GA0645                          STATION RECOVERY (1961)
 GA0645
 GA0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0645'1.6 MI SE FROM COLONIAL HEIGHTS.
 GA0645'TO REACH THE STATION FROM THE POST OFFICE IN COLONIAL HEIGHTS,
 GA0645'(LOCATED ABOUT 5 MILES SOUTHEAST OF KINGSPORT), GO SOUTHEAST
 GA0645'ON U.S. HIGHWAY 23 FOR 0.6 MILE TO A RAILROAD OVERPASS, CONTINUE
 GA0645'STRAIGHT AHEAD FOR 0.4 MILE TO A CROSSROAD, (BENCH MARK A 98 IS
 GA0645'ON THE RIGHT), TURN LEFT AND GO 0.45 MILE NORTHEAST ON A GRAVELED
 GA0645'ROAD TO A GATE ON THE LEFT JUST AFTER PASSING BOWERY RESIDENCE,
 GA0645'TURN LEFT THROUGH GATE AND GO 0.05 MILE NORTH TO A GATE IN
 GA0645'EAST-WEST FENCE LINE, GO THROUGH GATE AND TURN SHARP LEFT AND
 GA0645'FOLLOW ALONG FENCE LINE FOR 0.05 MILE TO AN OLD NORTH-SOUTH FENCE
 GA0645'LINE, TURN RIGHT AND GO UP STEEP HILL ABOUT 50 YARDS TO THE
 GA0645'STATION.  THE STATION MARK IS 41 FT. NORTHEAST OF A WIRE FENCE,
 GA0645'31 FT. SOUTHEAST OF EDGE OF TIMBER LINE, AND 6.1 FT. NORTHWEST
 GA0645'OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GA0645'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 3 FT. ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0644 ***********************************************************************
 GA0644  DESIGNATION -  BOWERY AZ MK
 GA0644  PID         -  GA0644
 GA0644  STATE/COUNTY-  TN/SULLIVAN
 GA0644  USGS QUAD   -  BOONE DAM (1968)
 GA0644
 GA0644                         *CURRENT SURVEY CONTROL
 GA0644  ___________________________________________________________________
 GA0644* NAD 83(1986)-  36 28 34.     (N)    082 29 11.     (W)     SCALED    
 GA0644* NAVD 88     -       428.880  (meters)    1407.08   (feet)  ADJUSTED  
 GA0644  ___________________________________________________________________
 GA0644  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0644  DYNAMIC HT  -         428.483 (meters)    1405.78  (feet)  COMP
 GA0644  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA0644
 GA0644  VERT ORDER  -  SECOND    CLASS 0
 GA0644
 GA0644.The horizontal coordinates were scaled from a topographic map and have
 GA0644.an estimated accuracy of +/- 6 seconds.
 GA0644
 GA0644.The orthometric height was determined by differential leveling
 GA0644.and adjusted by the National Geodetic Survey in June 1991..
 GA0644
 GA0644.The geoid height was determined by GEOID03.
 GA0644
 GA0644.The dynamic height is computed by dividing the NAVD 88
 GA0644.geopotential number by the normal gravity value computed on the
 GA0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0644.degrees latitude (g = 980.6199 gals.).
 GA0644
 GA0644.The modeled gravity was interpolated from observed gravity values.
 GA0644
 GA0644;                    North         East    Units  Estimated Accuracy
 GA0644;SPC TN       -   243,400.      914,820.      MT  (+/- 180 meters Scaled)
 GA0644
 GA0644                          SUPERSEDED SURVEY CONTROL
 GA0644
 GA0644  NGVD 29 (??/??/92)  429.021  (m)         1407.55   (f) ADJ UNCH    2 0
 GA0644
 GA0644.Superseded values are not recommended for survey control.
 GA0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0644.See file dsdata.txt to determine how the superseded data were derived.
 GA0644
 GA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA668377(NAD 83)
 GA0644_MARKER: DZ = AZIMUTH MARK DISK
 GA0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0644_STAMPING: BOWERY 1961
 GA0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0644+STABILITY: SURFACE MOTION
 GA0644
 GA0644  HISTORY     - Date     Condition        Report By
 GA0644  HISTORY     - 1961     MONUMENTED       CGS
 GA0644
 GA0644                          STATION DESCRIPTION
 GA0644
 GA0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0644'1.2 MI SE FROM COLONIAL HEIGHTS.
 GA0644'TO REACH FROM THE POST OFFICE IN COLONIAL HEIGHTS, (LOCATED ABOUT
 GA0644'5 MILES SOUTHEAST OF KINGSPORT), GO SOUTHEAST ON U.S. HIGHWAY 23
 GA0644'FOR 0.6 MILE TO A RAILROAD OVERPASS, CONTINUE STRAIGHT AHEAD FOR
 GA0644'0.4 MILE TO A CROSSROAD, (BENCH MARK A 98 IS ON THE RIGHT), TURN
 GA0644'LEFT AND GO 0.25 MILE NORTHEAST ON A GRAVELED ROAD TO MR. COLLIS
 GA0644'H. WILD RESIDENCE.  THE AZIMUTH MARK IS 58.8 FT. SOUTHEAST OF
 GA0644'THE SOUTHEAST CORNER OF HIS HOUSE, 14 FT. NORTHWEST OF THE CENTER
 GA0644'OF THE ROAD, 1.7 FT. NORTHEAST OF A WITNESS SIGN, AND 1.3 FT.
 GA0644'WEST OF POWER LINE POLE 6.  THE DISK IS SET IN TOP OF A CONCRETE
 GA0644'POST PROJECTING 6 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0647 ***********************************************************************
 GA0647  DESIGNATION -  BOWERY RM 1
 GA0647  PID         -  GA0647
 GA0647  STATE/COUNTY-  TN/SULLIVAN
 GA0647  USGS QUAD   -  BOONE DAM (1968)
 GA0647
 GA0647                         *CURRENT SURVEY CONTROL
 GA0647  ___________________________________________________________________
 GA0647* NAD 83(1986)-  36 28 44.     (N)    082 29 07.     (W)     SCALED    
 GA0647* NAVD 88     -       450.441  (meters)    1477.82   (feet)  ADJUSTED  
 GA0647  ___________________________________________________________________
 GA0647  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0647  DYNAMIC HT  -         450.025 (meters)    1476.46  (feet)  COMP
 GA0647  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 GA0647
 GA0647  VERT ORDER  -  SECOND    CLASS 0
 GA0647
 GA0647.The horizontal coordinates were scaled from a topographic map and have
 GA0647.an estimated accuracy of +/- 6 seconds.
 GA0647
 GA0647.The orthometric height was determined by differential leveling
 GA0647.and adjusted by the National Geodetic Survey in June 1991..
 GA0647
 GA0647.The geoid height was determined by GEOID03.
 GA0647
 GA0647.The dynamic height is computed by dividing the NAVD 88
 GA0647.geopotential number by the normal gravity value computed on the
 GA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0647.degrees latitude (g = 980.6199 gals.).
 GA0647
 GA0647.The modeled gravity was interpolated from observed gravity values.
 GA0647
 GA0647;                    North         East    Units  Estimated Accuracy
 GA0647;SPC TN       -   243,710.      914,910.      MT  (+/- 180 meters Scaled)
 GA0647
 GA0647                          SUPERSEDED SURVEY CONTROL
 GA0647
 GA0647  NGVD 29 (??/??/92)  450.584  (m)         1478.29   (f) ADJ UNCH    2 0
 GA0647
 GA0647.Superseded values are not recommended for survey control.
 GA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0647.See file dsdata.txt to determine how the superseded data were derived.
 GA0647
 GA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA669380(NAD 83)
 GA0647_MARKER: DR = REFERENCE MARK DISK
 GA0647_SETTING: 66 = SET IN ROCK OUTCROP
 GA0647_SP_SET: SET IN ROCK OUTCROP
 GA0647_STAMPING: BOWERY NO 1 1961
 GA0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0647+STABILITY: POSITION/ELEVATION WELL
 GA0647
 GA0647  HISTORY     - Date     Condition        Report By
 GA0647  HISTORY     - 1961     MONUMENTED       CGS
 GA0647
 GA0647                          STATION DESCRIPTION
 GA0647
 GA0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0647'1.6 MI SE FROM COLONIAL HEIGHTS.
 GA0647'THIS MARK IS LOCATED AT THE BOWERY 1961 STATION SITE, 45.8 FT.
 GA0647'EAST OF THE STATION MARK, 45 FT. NORTHEAST OF A WITNESS SIGN, 31
 GA0647'FT. SOUTHEAST OF THE EDGE OF TIMBER LINE AND IS ABOUT 3 FT.
 GA0647'LOWER THAN THE STATION.  THE DISK IS CEMENTED IN A DRILL HOLE
 GA0647'IN TOP OF OUTCROPPING BEDROCK THAT PROJECTS 1 FT. ON THE SOUTH
 GA0647'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0646 ***********************************************************************
 GA0646  DESIGNATION -  BOWERY RM 2
 GA0646  PID         -  GA0646
 GA0646  STATE/COUNTY-  TN/SULLIVAN
 GA0646  USGS QUAD   -  BOONE DAM (1968)
 GA0646
 GA0646                         *CURRENT SURVEY CONTROL
 GA0646  ___________________________________________________________________
 GA0646* NAD 83(1986)-  36 28 44.     (N)    082 29 07.     (W)     SCALED    
 GA0646* NAVD 88     -       454.787  (meters)    1492.08   (feet)  ADJUSTED  
 GA0646  ___________________________________________________________________
 GA0646  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0646  DYNAMIC HT  -         454.367 (meters)    1490.70  (feet)  COMP
 GA0646  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 GA0646
 GA0646  VERT ORDER  -  SECOND    CLASS 0
 GA0646
 GA0646.The horizontal coordinates were scaled from a topographic map and have
 GA0646.an estimated accuracy of +/- 6 seconds.
 GA0646
 GA0646.The orthometric height was determined by differential leveling
 GA0646.and adjusted by the National Geodetic Survey in June 1991..
 GA0646
 GA0646.The geoid height was determined by GEOID03.
 GA0646
 GA0646.The dynamic height is computed by dividing the NAVD 88
 GA0646.geopotential number by the normal gravity value computed on the
 GA0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0646.degrees latitude (g = 980.6199 gals.).
 GA0646
 GA0646.The modeled gravity was interpolated from observed gravity values.
 GA0646
 GA0646;                    North         East    Units  Estimated Accuracy
 GA0646;SPC TN       -   243,710.      914,910.      MT  (+/- 180 meters Scaled)
 GA0646
 GA0646                          SUPERSEDED SURVEY CONTROL
 GA0646
 GA0646  NGVD 29 (??/??/92)  454.930  (m)         1492.55   (f) ADJ UNCH    2 0
 GA0646
 GA0646.Superseded values are not recommended for survey control.
 GA0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0646.See file dsdata.txt to determine how the superseded data were derived.
 GA0646
 GA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA669380(NAD 83)
 GA0646_MARKER: DR = REFERENCE MARK DISK
 GA0646_SETTING: 66 = SET IN ROCK OUTCROP
 GA0646_SP_SET: SET IN ROCK OUTCROP
 GA0646_STAMPING: BOWERY NO 2 1961
 GA0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0646+STABILITY: POSITION/ELEVATION WELL
 GA0646
 GA0646  HISTORY     - Date     Condition        Report By
 GA0646  HISTORY     - 1961     MONUMENTED       CGS
 GA0646
 GA0646                          STATION DESCRIPTION
 GA0646
 GA0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0646'1.6 MI SE FROM COLONIAL HEIGHTS.
 GA0646'THIS MARK IS LOCATED AT THE BOWERY 1961 STATION SITE, 33.9 FT.
 GA0646'NORTH OF THE STATION MARK, 60 FT. NORTHEAST OF A WIRE FENCE,
 GA0646'2 FT. SOUTHEAST OF EDGE OF TIMBER LINE, AND IS ABOUT 4 FT. HIGHER
 GA0646'THAN THE STATION.  THE DISK IS CEMENTED IN OUTCROPPING BEDROCK
 GA0646'THAT PROJECTS ABOUT 6 INCHES ON THE SOUTHERN EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2578 ***********************************************************************
 GB2578  DESIGNATION -  BOWMAN LOOKOUT TOWER NC 27
 GB2578  PID         -  GB2578
 GB2578  STATE/COUNTY-  TN/CAMPBELL
 GB2578  USGS QUAD   -  BLOCK (1979)
 GB2578
 GB2578                         *CURRENT SURVEY CONTROL
 GB2578  ___________________________________________________________________
 GB2578* NAD 83(1995)-  36 17 01.95017(N)    084 17 17.20526(W)     ADJUSTED  
 GB2578* NAVD 88     -                                                        
 GB2578  ___________________________________________________________________
 GB2578  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 GB2578  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB2578
 GB2578  HORZ ORDER  -  THIRD
 GB2578
 GB2578.The horizontal coordinates were established by classical geodetic methods
 GB2578.and adjusted by the National Geodetic Survey in April 1999..
 GB2578
 GB2578
 GB2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2578
 GB2578.The geoid height was determined by GEOID03.
 GB2578
 GB2578;                    North         East     Units Scale Factor Converg.
 GB2578;SPC TN       -   217,758.557   753,783.963   MT  0.99997914   +1 00 07.9
 GB2578;SPC TN       -   714,429.53  2,473,039.55   sFT  0.99997914   +1 00 07.9
 GB2578;UTM  16      - 4,018,847.698   743,564.483   MT  1.00033099   +1 36 20.3
 GB2578
 GB2578                          SUPERSEDED SURVEY CONTROL
 GB2578
 GB2578  NAD 83(1995)-  36 17 01.95157(N)    084 17 17.20936(W) AD(       ) 4
 GB2578  NAD 83(1995)-  36 17 01.95580(N)    084 17 17.21168(W) AD(       ) 4
 GB2578  NAD 83(1986)-  36 17 01.95995(N)    084 17 17.20487(W) AD(       ) 4
 GB2578  NAD 27      -  36 17 01.67400(N)    084 17 17.45000(W) AD(       ) 3
 GB2578
 GB2578.Superseded values are not recommended for survey control.
 GB2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2578.See file dsdata.txt to determine how the superseded data were derived.
 GB2578
 GB2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4356418848(NAD 83)
 GB2578_MARKER: 57 = LOOKOUT TOWER
 GB2578
 GB2578  HISTORY     - Date     Condition        Report By
 GB2578  HISTORY     - 1961     FIRST OBSERVED   CGS
 GB2578
 GB2578                          STATION DESCRIPTION
 GB2578
 GB2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2578'THE STATION IS A TENNESSEE STATE FOREST SERVICE LOOKOUT TOWER LOCATED
 GB2578'ABOUT 4.0 MILES WEST OF
 GB2578'CARYVILLE, 8.0 MILES NORTHWEST OF COAL SPRINGS AND ON
 GB2578'HIGHEST PART OF BOWMAN MOUNTAIN.
 GB2578'IT IS A GLASS ENCLOSED CAB ATOP A
 GB2578'FOUR LEGGED STEEL TOWER 70 FEET HIGH.  THE TOWER IS
 GB2578'LOCALY KNOWN AS
 GB2578'BOWMAN LOOKOUT TOWER.  THE APEX OF THE CAB IS THE POINT INTERSECTED.
 GB2578'
 GB2578'TO REACH THE STATION FROM THE RAILROAD IN CARYVILLE, GO SOUTH ACROSS
 GB2578'THE RAILROAD TRACKS
 GB2578'ON MAIN ROAD FOR 3.5 MILES TO A CROSSROAD, KEEP
 GB2578'STRAIGHT AHEAD FOR 0.85 MILE TO A
 GB2578'CROSSROAD AT THE TOP OF DIVIDE,
 GB2578'TURN SHARP RIGHT AND GO 1.0 MILE TO A T-ROAD TO THE
 GB2578'LEFT AT AN
 GB2578'ABANDONED HOUSE ON THE RIGHT.  HERE TURN LEFT FOR 0.25 MILE TO A
 GB2578'FORK, TAKE ROAD TO
 GB2578'THE LEFT FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT
 GB2578'AND GO 1.25 MILE TO THE LOOKOUT
 GB2578'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2666 ***********************************************************************
 AJ2666  DESIGNATION -  BOXTOWN
 AJ2666  PID         -  AJ2666
 AJ2666  STATE/COUNTY-  TN/SHELBY
 AJ2666  USGS QUAD   -  FLETCHER LAKE (1993)
 AJ2666
 AJ2666                         *CURRENT SURVEY CONTROL
 AJ2666  ___________________________________________________________________
 AJ2666* NAD 83(1995)-  35 02 58.70119(N)    090 07 31.52029(W)     ADJUSTED  
 AJ2666* NAVD 88     -        91.75   (meters)     301.0    (feet)  LEVELING  
 AJ2666  ___________________________________________________________________
 AJ2666  X           -     -11,442.760 (meters)                     COMP
 AJ2666  Y           -  -5,227,306.473 (meters)                     COMP
 AJ2666  Z           -   3,642,413.679 (meters)                     COMP
 AJ2666  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ2666  ELLIP HEIGHT-          64.51  (meters)          (04/26/01) GPS OBS
 AJ2666  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ2666
 AJ2666  HORZ ORDER  -  FIRST
 AJ2666  VERT ORDER  -  THIRD ?
 AJ2666  ELLP ORDER  -  FOURTH    CLASS I
 AJ2666
 AJ2666.The horizontal coordinates were established by GPS observations
 AJ2666.and adjusted by the National Geodetic Survey in April 2001..
 AJ2666
 AJ2666.The orthometric height was determined by differential leveling.
 AJ2666.The vertical network tie was performed by a horz. field party for horz.
 AJ2666.obs reductions. Reset procedures were used to establish the elevation.
 AJ2666
 AJ2666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2666
 AJ2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2666
 AJ2666.The ellipsoidal height was determined by GPS observations
 AJ2666.and is referenced to NAD 83.
 AJ2666
 AJ2666.The geoid height was determined by GEOID03.
 AJ2666
 AJ2666;                    North         East     Units Scale Factor Converg.
 AJ2666;SPC TN       -    87,407.221   223,721.198   MT  1.00004140   -2 24 54.7
 AJ2666;SPC TN       -   286,768.52    733,991.96   sFT  1.00004140   -2 24 54.7
 AJ2666;UTM  15      - 3,882,326.911   762,189.207   MT  1.00044731   +1 39 06.4
 AJ2666
 AJ2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2666!SPC TN       -   0.99998987  x   1.00004140  =   1.00003127
 AJ2666!UTM  15      -   0.99998987  x   1.00044731  =   1.00043718
 AJ2666
 AJ2666                          SUPERSEDED SURVEY CONTROL
 AJ2666
 AJ2666.No superseded survey control is available for this station.
 AJ2666
 AJ2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6218982327(NAD 83)
 AJ2666_MARKER: DD = SURVEY DISK
 AJ2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2666_MARK LOGO: TN1620
 AJ2666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2666+STABILITY: SURFACE MOTION
 AJ2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2666+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 AJ2666
 AJ2666  HISTORY     - Date     Condition        Report By
 AJ2666  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2666  HISTORY     - 20030407 GOOD             TN1620
 AJ2666
 AJ2666                          STATION DESCRIPTION
 AJ2666
 AJ2666'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2666'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY IN THE BOXTOWN
 AJ2666'COMMUNITY.
 AJ2666'TO REACH THE STATION FROM THE INTERSECTION OF FIELDS ROAD AND WEAVER
 AJ2666'ROAD, PROCEED WEST ON FIELDS ROAD APPROXIMATELY 1.65 MILES (2.66 KM)
 AJ2666'TO BOXTOWN ROAD.  THE STATION IS ON THE RIGHT.
 AJ2666'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2666'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2666'THE GROUND.  THE STATION IS LOCATED ON THE NORTHEAST CORNER OF FIELDS
 AJ2666'ROAD AND BOXTOWN ROAD, AT THE BACK OF THE SIDEWALK, AT THE END OF CURB
 AJ2666'RADIUS (ER) ON FIELDS ROAD SIDE, AT THE END OF SIDEWALK.  THE CAP AND
 AJ2666'CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2666
 AJ2666                          STATION RECOVERY (2003)
 AJ2666
 AJ2666'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1476 ***********************************************************************
 FD1476  DESIGNATION -  BOYCE
 FD1476  PID         -  FD1476
 FD1476  STATE/COUNTY-  TN/RUTHERFORD
 FD1476  USGS QUAD   -  ROVER (1981)
 FD1476
 FD1476                         *CURRENT SURVEY CONTROL
 FD1476  ___________________________________________________________________
 FD1476* NAD 83(1995)-  35 42 11.82713(N)    086 37 16.81835(W)     ADJUSTED  
 FD1476* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 FD1476  ___________________________________________________________________
 FD1476  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FD1476  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD1476
 FD1476  HORZ ORDER  -  THIRD
 FD1476
 FD1476.The horizontal coordinates were established by classical geodetic methods
 FD1476.and adjusted by the National Geodetic Survey in April 1999..
 FD1476
 FD1476.The orthometric height was scaled from a topographic map.
 FD1476
 FD1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1476
 FD1476.The geoid height was determined by GEOID03.
 FD1476
 FD1476;                    North         East     Units Scale Factor Converg.
 FD1476;SPC TN       -   152,173.244   543,771.865   MT  0.99995099   -0 21 49.5
 FD1476;SPC TN       -   499,255.05  1,784,024.86   sFT  0.99995099   -0 21 49.5
 FD1476;UTM  16      - 3,951,105.332   534,255.330   MT  0.99961446   +0 13 15.5
 FD1476
 FD1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1476!SPC TN       -   0.99996158  x   0.99995099  =   0.99991257
 FD1476!UTM  16      -   0.99996158  x   0.99961446  =   0.99957605
 FD1476
 FD1476|---------------------------------------------------------------------|
 FD1476| PID    Reference Object                     Distance      Geod. Az  |
 FD1476|                                                           dddmmss.s |
 FD1476| CG5670 BOYCE RM 1                           56.784 METERS 10248     |
 FD1476| CG5671 BOYCE RM 2                                         22246     |
 FD1476| FD1479 EAGLE                               APPROX. 5.6 KM 3092514.6 |
 FD1476|---------------------------------------------------------------------|
 FD1476
 FD1476                          SUPERSEDED SURVEY CONTROL
 FD1476
 FD1476  NAD 83(1995)-  35 42 11.83211(N)    086 37 16.82095(W) AD(       ) 3
 FD1476  NAD 83(1986)-  35 42 11.83737(N)    086 37 16.81896(W) AD(       ) 3
 FD1476  NAD 27      -  35 42 11.59500(N)    086 37 16.83700(W) AD(       ) 3
 FD1476
 FD1476.Superseded values are not recommended for survey control.
 FD1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1476.See file dsdata.txt to determine how the superseded data were derived.
 FD1476
 FD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3425551105(NAD 83)
 FD1476_MARKER: DS = TRIANGULATION STATION DISK
 FD1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1476
 FD1476  HISTORY     - Date     Condition        Report By
 FD1476  HISTORY     - 1934     MONUMENTED       CGS
 FD1476
 FD1476                          STATION DESCRIPTION
 FD1476
 FD1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1476'ABOUT 3 MILES SOUTH-SOUTHEAST OF EAGLEVILLE, 6 MILES SOUTHWEST OF
 FD1476'ROCKVALE, ABOUT
 FD1476'0.1 MILE NORTHEAST OF J F BOYCES HOME, AND ON HIGHEST
 FD1476'PART OF FENCE LINE ON NORTH SIDE
 FD1476'OF HIGH CLEARED FIELD OWNED BY MR
 FD1476'BOYCE.  TO REACH FROM INTERSECTION OF STATE ROUTES
 FD1476'99 AND 16 IN
 FD1476'EAGLEVILLE, GO SOUTH 3.2 MILES ON STATE ROUTE 16 TO WHITE HOUSE ON
 FD1476'LEFT (J F BOYCES
 FD1476'HOME) AND COUNTY-LINE SIGN ON RIGHT, TURN IN THROUGH
 FD1476'BARNYARD OF MR BOYCE, AND FOLLOW
 FD1476'ROUGH ROCK ROAD THROUGH WOODS TO TOP
 FD1476'OF HILL AND STATION SITE.  STATION IS 45 FEET SOUTH
 FD1476'OF TWIN HACKBERRY
 FD1476'TREE WITH TRIANGULAR BLAZE AND 43 FEET EAST OF FENCE CORNER.  SURFACE
 FD1476'AND UNDERGROUND
 FD1476'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FD1476'UPPER MARK IS 6
 FD1476'INCHES BELOW SURFACE OF GROUND.
 FD1476'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FD1476'CONCRETE.
 FD1476'NO 1 IS NEAR NORTHEAST CORNER OF HIGH CLEARED FIELD, 64.7 FEET
 FD1476'SOUTH OF WIRE
 FD1476'FENCE, AND 186.3 FEET FROM STATION S 77 DEG 12 MIN E.
 FD1476'NO 2 IS ON WEST SIDE OF
 FD1476'HIGH CLEARED FIELD, 2.5 FEET EAST OF
 FD1476'INTERSECTION OF WIRE FENCES, AND 239.7
 FD1476'FEET (SLOPE DISTANCE) FROM
 FD1476'STATION S 42 DEG 46 MIN W.  AZIMUTH MARK IS
 FD1476'STANDARD REFERENCE
 FD1476'DISK IN OUTCROPPING BEDROCK, IN YARD OF MR BOYCE, ABOUT 120
 FD1476'FEET EAST OF
 FD1476'CENTER OF STATE ROUTE 16, 1.5 FEET WEST OF FENCE, ABOUT
 FD1476'12 FEET SOUTH OF CENTER OF LANE
 FD1476'BY BOYCES HOME, AND ABOUT 250 YARDS
 FD1476'FROM STATION S 20 DEG 43 MIN W.
 FD1476'AZIMUTH FROM STATION
 FD1476'TO WHITE CHURCH, SPIRE, DISTANT 1.5 MILES, IS S 27 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2095 ***********************************************************************
 GC2095  DESIGNATION -  BOZE
 GC2095  PID         -  GC2095
 GC2095  STATE/COUNTY-  TN/SUMNER
 GC2095  USGS QUAD   -  TURNERS STATION (1979)
 GC2095
 GC2095                         *CURRENT SURVEY CONTROL
 GC2095  ___________________________________________________________________
 GC2095* NAD 83(1995)-  36 30 31.64559(N)    086 15 42.74637(W)     ADJUSTED  
 GC2095* NAVD 88     -       204.5    (meters)     671.     (feet)  VERTCON   
 GC2095  ___________________________________________________________________
 GC2095  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GC2095  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2095
 GC2095  HORZ ORDER  -  SECOND
 GC2095
 GC2095.The horizontal coordinates were established by classical geodetic methods
 GC2095.and adjusted by the National Geodetic Survey in April 1999..
 GC2095
 GC2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2095
 GC2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2095
 GC2095.The geoid height was determined by GEOID03.
 GC2095
 GC2095;                    North         East     Units Scale Factor Converg.
 GC2095;SPC TN       -   241,402.900   576,540.687   MT  1.00001764   -0 09 11.9
 GC2095;SPC TN       -   792,002.68  1,891,533.90   sFT  1.00001764   -0 09 11.9
 GC2095;UTM  16      - 4,040,636.459   566,096.136   MT  0.99965382   +0 26 21.0
 GC2095
 GC2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2095!SPC TN       -   0.99997253  x   1.00001764  =   0.99999017
 GC2095!UTM  16      -   0.99997253  x   0.99965382  =   0.99962636
 GC2095
 GC2095|---------------------------------------------------------------------|
 GC2095| PID    Reference Object                     Distance      Geod. Az  |
 GC2095|                                                           dddmmss.s |
 GC2095| CG4833 BOZE RM 1                            12.018 METERS 13759     |
 GC2095| CG4834 BOZE RM 2                             9.498 METERS 32952     |
 GC2095| CG4832 BOZE AZ MK                                         3295855.0 |
 GC2095|---------------------------------------------------------------------|
 GC2095
 GC2095                          SUPERSEDED SURVEY CONTROL
 GC2095
 GC2095  NAD 83(1995)-  36 30 31.64618(N)    086 15 42.74719(W) AD(       ) 2
 GC2095  NAD 83(1995)-  36 30 31.65394(N)    086 15 42.74971(W) AD(       ) 2
 GC2095  NAD 83(1986)-  36 30 31.65551(N)    086 15 42.74987(W) AD(       ) 2
 GC2095  NAD 27      -  36 30 31.50000(N)    086 15 42.78980(W) AD(       ) 2
 GC2095  NGVD 29 (07/19/86)  204.6    (m)          671.     (f) VERT ANG       
 GC2095
 GC2095.Superseded values are not recommended for survey control.
 GC2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2095.See file dsdata.txt to determine how the superseded data were derived.
 GC2095
 GC2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6609640636(NAD 83)
 GC2095_MARKER: DD = SURVEY DISK
 GC2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2095
 GC2095  HISTORY     - Date     Condition        Report By
 GC2095  HISTORY     - 1961     MONUMENTED       TNHD
 GC2095
 GC2095                          STATION DESCRIPTION
 GC2095
 GC2095'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2095'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF BRANSFORD.
 GC2095'
 GC2095'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2095'ROUTE 10-A AT BRANSFORD, GO NORTH ON STATE ROUTE 6 FOR 1.0 MILE
 GC2095'TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT ON THIS GRAVELED ROAD AND
 GC2095'GO ABOUT 35 YARDS TO A DRIVEWAY ON RIGHT, TURN RIGHT AND GO
 GC2095'SOUTHEAST ON THIS DRIVEWAY FOR ABOUT 15 YARDS TO A FORK IN THE
 GC2095'DRIVEWAY LEADING INTO THE BARN LOT. PASS THROUGH BARN LOT AND
 GC2095'CONTINUE ON A TRACK ROAD FOR 0.05 MILE TO A GATE, PASS THROUGH THIS
 GC2095'GATE AND TURN RIGHT ON A FIELD ROAD ALONG FENCE FOR 0.05 MILE TO
 GC2095'THE STATION ON THE RIGHT AS DESCRIBED.
 GC2095'
 GC2095'THE STATION IS 102 FEET SOUTHWEST OF A POWER POLE, 32 FEET SOUTHEAST
 GC2095'OF A FENCE CORNER POST, 2 FEET NORTH OF A WITNESS POST, AND 0.5 OF
 GC2095'A FOOT NORTHEAST OF AN EAST-WEST FENCE. SURFACE AND UNDERGROUND MARKS
 GC2095'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED BOZE 1961.
 GC2095'THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2095'MONUMENT.
 GC2095'
 GC2095'REFERENCE MARK NO. 1 IS 0.5 OF A FOOT NORTHEAST OF AN EAST-WEST
 GC2095'FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2095'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK
 GC2095'IS STAMPED BOZE RM-1 1961.
 GC2095'
 GC2095'REFERENCE MARK NO. 2 IS 1 FOOT NORTHEAST OF A FENCE CORNER POST. THE
 GC2095'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2095'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED
 GC2095'BOZE RM-2 1961.
 GC2095'
 GC2095'THE AZIMUTH MARK IS 49 FEET SOUTH OF A FENCE CORNER POST, 26 FEET
 GC2095'WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 6, 1 FOOT EAST OF A
 GC2095'FENCE, AND 1 FOOT EAST OF A WITNESS POST. THE MARK IS A STANDARD
 GC2095'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2095'CONCRETE MONUMENT, AND THE DISK IS STAMPED BOZE AZI 1961.
 GC2095'
 GC2095'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 6 AND
 GC2095'STATE ROUTE 10-A AT BRANSFORD, GO NORTH ON STATE ROUTE 6 FOR 1.35
 GC2095'MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2095'
 GC2095'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3391 ***********************************************************************
 GA3391  DESIGNATION -  BRABSON
 GA3391  PID         -  GA3391
 GA3391  STATE/COUNTY-  TN/WASHINGTON
 GA3391  USGS QUAD   -  LEESBURG (1971)
 GA3391
 GA3391                         *CURRENT SURVEY CONTROL
 GA3391  ___________________________________________________________________
 GA3391* NAD 83(1995)-  36 15 26.04294(N)    082 37 28.02190(W)     ADJUSTED  
 GA3391* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 GA3391  ___________________________________________________________________
 GA3391  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GA3391  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA3391
 GA3391  HORZ ORDER  -  SECOND
 GA3391
 GA3391.The horizontal coordinates were established by classical geodetic methods
 GA3391.and adjusted by the National Geodetic Survey in April 1999..
 GA3391
 GA3391.The orthometric height was scaled from a topographic map.
 GA3391
 GA3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3391
 GA3391.The geoid height was determined by GEOID03.
 GA3391
 GA3391;                    North         East     Units Scale Factor Converg.
 GA3391;SPC TN       -   218,688.365   903,292.976   MT  0.99997560   +1 58 34.3
 GA3391;SPC TN       -   717,480.08  2,963,553.71   sFT  0.99997560   +1 58 34.3
 GA3391;UTM  17      - 4,013,703.797   354,063.152   MT  0.99986241   -0 57 39.2
 GA3391
 GA3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3391!SPC TN       -   0.99991926  x   0.99997560  =   0.99989486
 GA3391!UTM  17      -   0.99991926  x   0.99986241  =   0.99978168
 GA3391
 GA3391|---------------------------------------------------------------------|
 GA3391| PID    Reference Object                     Distance      Geod. Az  |
 GA3391|                                                           dddmmss.s |
 GA3391| DB8813 BRABSON RM 1                         34.171 METERS 04659     |
 GA3391| GA3381 BUFFALO HIGH POINT FIRE LOT         APPROX.23.2 KM 1005538.9 |
 GA3391| GA3398 CAMP CREEK BALD FIRE LOT            APPROX.27.2 KM 1973143.7 |
 GA3391| DB8814 BRABSON RM 2                         33.522 METERS 21640     |
 GA3391| DB8812 BRABSON AZ MK                                      3141728.3 |
 GA3391|---------------------------------------------------------------------|
 GA3391
 GA3391                          SUPERSEDED SURVEY CONTROL
 GA3391
 GA3391  NAD 83(1995)-  36 15 26.04643(N)    082 37 28.02617(W) AD(       ) 2
 GA3391  NAD 83(1995)-  36 15 26.04498(N)    082 37 28.03738(W) AD(       ) 2
 GA3391  NAD 83(1995)-  36 15 26.04716(N)    082 37 28.02591(W) AD(       ) 2
 GA3391  NAD 83(1986)-  36 15 26.05295(N)    082 37 28.02759(W) AD(       ) 2
 GA3391  NAD 27      -  36 15 25.67800(N)    082 37 28.48000(W) AD(       ) 2
 GA3391
 GA3391.Superseded values are not recommended for survey control.
 GA3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3391.See file dsdata.txt to determine how the superseded data were derived.
 GA3391
 GA3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5406313704(NAD 83)
 GA3391_MARKER: DS = TRIANGULATION STATION DISK
 GA3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3391_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3391
 GA3391  HISTORY     - Date     Condition        Report By
 GA3391  HISTORY     - 1934     MONUMENTED       CGS
 GA3391
 GA3391                          STATION DESCRIPTION
 GA3391
 GA3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3391'ABOUT 4-1/2 MILES NORTHWEST OF TELFORD, 2-1/2 MILES NORTH-NORTHEAST
 GA3391'OF LIMESTONE, ON
 GA3391'TOP OF PROMINENT WOODED KNOLL, AND ON PROPERTY OF
 GA3391'MAGGIE L.  BRABSON OF COLUMBIA, S.
 GA3391'C.  TO REACH FROM RAILROAD
 GA3391'UNDERPASS ON ROUTE 11E AT LIMESTONE, FOLLOW ROUTE 11E
 GA3391'SOUTHWEST 0.6
 GA3391'MILE TO GRAVEL ROAD AT LARGE, RED, MILL BUILDING ON RIGHT, TURN RIGHT
 GA3391'AND GO 1.55 MILES,
 GA3391'KEEP TO MAIN LEFT FORK AND GO 0.45 MILE TO GRAVEL
 GA3391'T-ROAD, TURN RIGHT AND GO 1.4 MILES
 GA3391'TO POINT 0.05 MILE BEYOND
 GA3391'RED-BRICK HOUSE ON LEFT, TURN RIGHT ONTO DIRT FARM
 GA3391'ROAD JUST BEFORE
 GA3391'CROSSING LARGE CONCRETE CULVERT WITH IRON RAILS, GO 0.5 MILE AND
 GA3391'ENTER BARNYARD
 GA3391'GATE OF FRED BUCKNER (TENANT OF MRS.  BRABSON), TURN
 GA3391'LEFT SHORT DISTANCE BEYOND GATE
 GA3391'AND DOWN AROUND HIGH TREE, CROSS
 GA3391'CREEK AND FOLLOW NARROW WOODS ROAD ALONG CREEK AND
 GA3391'BASE OF HILL TO
 GA3391'RIGHT, AND KEEP TO RIGHT ON ROAD UP HILL TO STATION.  STATION IS
 GA3391'ABOUT 0.7 MILE
 GA3391'FROM BARNYARD, 27 FEET EAST OF 24-INCH OAK TREE WHICH
 GA3391'LEANS TO SOUTH, AND 16 FEET
 GA3391'SOUTH-SOUTHWEST OF 40-INCH OAK STUMP.
 GA3391'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA3391'STATION DISKS IN CONCRETE.
 GA3391'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GA3391'REFERENCE DISKS
 GA3391'IN CONCRETE.  NO.  1 IS 18 FEET SOUTHEAST OF DIM ROAD
 GA3391'TO STATION AND SLIGHTLY
 GA3391'LOWER THAN AND 112.11 FEET FROM STATION
 GA3391'N 46 DEG 59 MIN E.  NO. 2 IS ABOUT
 GA3391'SAME ELEVATION AS AND 109.98
 GA3391'FEET FROM STATION S 36 DEG 40 MIN W.  AZIMUTH MARK IS
 GA3391'ON EAST SIDE OF
 GA3391'MAIN ROAD, ABOUT 120 FEET NORTHEAST OF UNPAINTED FRAME HOUSE
 GA3391'OF JESS TILSON, ABOUT 45
 GA3391'FEET NORTH ALONG FENCE LINE FROM 10-INCH OAK
 GA3391'TREE, AND ABOUT 0.6 MILE FROM STATION N 45 DEG 42 MIN W.
 GA3391'AZIMUTH MARK IS NOT VISIBLE FROM GROUND AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1504 ***********************************************************************
 GD1504  DESIGNATION -  BRAD
 GD1504  PID         -  GD1504
 GD1504  STATE/COUNTY-  TN/GIBSON
 GD1504  USGS QUAD   -  BRADFORD (1985)
 GD1504
 GD1504                         *CURRENT SURVEY CONTROL
 GD1504  ___________________________________________________________________
 GD1504* NAD 83(1995)-  36 04 00.75004(N)    088 50 49.36126(W)     ADJUSTED  
 GD1504* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 GD1504  ___________________________________________________________________
 GD1504  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GD1504  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1504
 GD1504  HORZ ORDER  -  THIRD
 GD1504
 GD1504.The horizontal coordinates were established by classical geodetic methods
 GD1504.and adjusted by the National Geodetic Survey in April 1999..
 GD1504
 GD1504.The orthometric height was scaled from a topographic map.
 GD1504
 GD1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1504
 GD1504.The geoid height was determined by GEOID03.
 GD1504
 GD1504;                    North         East     Units Scale Factor Converg.
 GD1504;SPC TN       -   196,065.741   343,564.143   MT  0.99995663   -1 40 00.4
 GD1504;SPC TN       -   643,259.02  1,127,176.69   sFT  0.99995663   -1 40 00.4
 GD1504;UTM  16      - 3,992,944.683   333,661.988   MT  0.99994093   -1 05 15.6
 GD1504
 GD1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1504!SPC TN       -   0.99998261  x   0.99995663  =   0.99993924
 GD1504!UTM  16      -   0.99998261  x   0.99994093  =   0.99992354
 GD1504
 GD1504:                Primary Azimuth Mark                     Grid Az
 GD1504:SPC TN       -  BRAD AZ MK                               066 14 49.5
 GD1504:UTM  16      -  BRAD AZ MK                               065 40 04.7
 GD1504
 GD1504|---------------------------------------------------------------------|
 GD1504| PID    Reference Object                     Distance      Geod. Az  |
 GD1504|                                                           dddmmss.s |
 GD1504| CG3280 BRAD AZ MK                                         0643449.1 |
 GD1504| GD1505 BRADFORD MUNICIPAL TANK             APPROX. 3.7 KM 0745834.8 |
 GD1504| CG3281 BRAD RM 1                            24.124 METERS 24819     |
 GD1504| CG3282 BRAD RM 2                            21.902 METERS 34357     |
 GD1504|---------------------------------------------------------------------|
 GD1504
 GD1504                          SUPERSEDED SURVEY CONTROL
 GD1504
 GD1504  NAD 83(1995)-  36 04 00.75275(N)    088 50 49.36465(W) AD(       ) 3
 GD1504  NAD 83(1995)-  36 04 00.75298(N)    088 50 49.36466(W) AD(       ) 3
 GD1504  NAD 83(1986)-  36 04 00.76168(N)    088 50 49.36075(W) AD(       ) 3
 GD1504  NAD 27      -  36 04 00.52040(N)    088 50 49.13130(W) AD(       ) 3
 GD1504
 GD1504.Superseded values are not recommended for survey control.
 GD1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1504.See file dsdata.txt to determine how the superseded data were derived.
 GD1504
 GD1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3366292945(NAD 83)
 GD1504_MARKER: DS = TRIANGULATION STATION DISK
 GD1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1504
 GD1504  HISTORY     - Date     Condition        Report By
 GD1504  HISTORY     - 1958     MONUMENTED       CGS
 GD1504  HISTORY     - 1967     GOOD             CGS
 GD1504
 GD1504                          STATION DESCRIPTION
 GD1504
 GD1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1504'THE STATION IS ABOUT 8.0 MILES NORTHEAST OF TRENTON, 8.0 MILES EAST
 GD1504'OF DYER, 2 MILES SOUTHWEST OF BRADFORD AND ON THE PROPERTY OF MR.
 GD1504'BENNY JONES.  IT IS 44 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 GD1504'HIGHWAY 54, 23 FEET SOUTHWEST OF A FENCE CORNER, 23 FEET
 GD1504'SOUTHWEST OF A WHITE WITNESS POST, 25 FEET SOUTHWEST OF A TELEPHONE
 GD1504'POLE, 67 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE FRAME
 GD1504'HOUSE, 50 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, AND
 GD1504'19 FEET WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1504'STAMPED BRAD 1958.
 GD1504'
 GD1504'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1504'HIGHWAY 54 IN THE TOWN OF BRADFORD, GO SOUTHWEST ON HIGHWAY 54 FOR
 GD1504'1.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST ON
 GD1504'HIGHWAY 54 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 GD1504'
 GD1504'REFERENCE MARK 1 IS 1 FOOT EAST OF A POWERLINE POLE, 41 FEET
 GD1504'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 54, 61 FEET NORTHWEST OF
 GD1504'THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, AND 25 FEET
 GD1504'SOUTHWEST OF THE WEST EDGE OF A CONCRETE SIDEWALK.  THE MONUMENT IS
 GD1504'FLUSH AND THE DISK IS STAMPED BRAD NO 1 1958.
 GD1504'
 GD1504'REFERENCE MARK 2 IS 2 FEET SOUTH OF A FENCE CORNER, 17 FEET WEST OF
 GD1504'THE CENTERLINE OF A GRAVELED DRIVEWAY, AND 28 FEET NORTHWEST OF THE
 GD1504'CENTERLINE OF STATE HIGHWAY 54.  THE MONUMENT IS FLUSH AND THE DISK
 GD1504'IS STAMPED BRAD NO 2 1958.
 GD1504'
 GD1504'THE AZIMUTH MARK IS 27 FEET NORTHWEST OF THE CENTERLINE OF STATE
 GD1504'HIGHWAY 54, 2 FEET SOUTHWEST OF A POWERLINE POLE, 2 FEET SOUTHWEST
 GD1504'OF A WHITE WITNESS POST, AND 84 FEET SOUTHWEST OF THE SOUTHWEST
 GD1504'CORNER OF A WHITE FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1504'STAMPED BRAD 1958.
 GD1504'
 GD1504'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GD1504
 GD1504                          STATION RECOVERY (1967)
 GD1504
 GD1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1504'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1504'CONDITION. DUE TO CHANGES AT THE STATION SITE, THE ORIGINAL
 GD1504'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW
 GD1504'AND MORE COMPLETE DESCRIPTION.
 GD1504'
 GD1504'THE STATION IS ABOUT 8 MILES NORTHEAST OF TRENTON, 8 MILES EAST OF
 GD1504'DYER, AND 2 MILES SOUTHWEST OF BRADFORD ON THE PROPERTY OF MR. BENNY
 GD1504'JONES.
 GD1504'
 GD1504'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1504'ROUTE 45 ABOUT 0.1 MILE WEST OF THE POST OFFICE IN BRADFORD, GO
 GD1504'SOUTHWEST ON STATE ROUTE 54 FOR 1.7 MILES TO THE AZIMUTH MARK ON
 GD1504'THE RIGHT AS DESCRIBED.  CONTINUE SOUTHWEST ON STATE ROUTE 54 FOR
 GD1504'0.4 OF A MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GD1504'
 GD1504'THE STATION IS 67 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE FRAME
 GD1504'HOUSE, 50 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 44 FEET
 GD1504'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 25 FEET
 GD1504'SOUTHWEST OF A TELEPHONE POLE, 23 FEET SOUTHWEST OF A FENCE CORNER
 GD1504'POST, AND 19.5 FEET WEST OF A METAL WITNESS POST AND SIGN IN A
 GD1504'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD1504'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BRAD 1958.
 GD1504'
 GD1504'REFERENCE MARK NO. 1 IS 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GD1504'A WHITE FRAME HOUSE, 54 FEET EAST OF A FENCE CORNER POST, 41 FEET
 GD1504'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 54, AND 25 FEET
 GD1504'SOUTHWEST OF THE WEST EDGE OF A CONCRETE SIDEWALK.  IT IS A
 GD1504'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GD1504'MONUMENT AND THE DISK IS STAMPED BRAD NO 1 1958.
 GD1504'
 GD1504'REFERENCE MARK NO. 2 IS 28 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GD1504'OF STATE ROUTE 54, 24 FEET WEST OF THE WEST END OF A BOARD FENCE
 GD1504'PAINTED WHITE AND 1 FOOT NORTH OF A WOVEN WIRE FENCE.  IT IS A
 GD1504'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD1504'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BRAD NO 2
 GD1504'1958.
 GD1504'
 GD1504'IT WAS NOT POSSIBLE TO MEASURE BETWEEN THE REFERENCE MARKS.
 GD1504'
 GD1504'THE AZIMUTH MARK IS IN THE YARD AND ON THE PROPERTY OF MR. THOMAS R.
 GD1504'ROBERSON, 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 GD1504'HOUSE, 27 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GD1504'54, 2 FEET SOUTHWEST OF A POWERLINE POLE, AND 0.7 OF A FOOT SOUTH OF
 GD1504'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1504'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD1504'IS STAMPED BRAD 1958.
 GD1504'
 GD1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2.0 MILES
 GD1504'SOUTHWEST OF BRADFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2525 ***********************************************************************
 FE2525  DESIGNATION -  BRADEN
 FE2525  PID         -  FE2525
 FE2525  STATE/COUNTY-  TN/FAYETTE
 FE2525  USGS QUAD   -  GALLAWAY (1981)
 FE2525
 FE2525                         *CURRENT SURVEY CONTROL
 FE2525  ___________________________________________________________________
 FE2525* NAD 83(1995)-  35 22 26.84688(N)    089 31 39.30372(W)     ADJUSTED  
 FE2525* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 FE2525  ___________________________________________________________________
 FE2525  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FE2525  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2525
 FE2525  HORZ ORDER  -  SECOND
 FE2525
 FE2525.The horizontal coordinates were established by classical geodetic methods
 FE2525.and adjusted by the National Geodetic Survey in April 1999..
 FE2525
 FE2525.The orthometric height was scaled from a topographic map.
 FE2525
 FE2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2525
 FE2525.The geoid height was determined by GEOID03.
 FE2525
 FE2525;                    North         East     Units Scale Factor Converg.
 FE2525;SPC TN       -   121,251.858   279,521.556   MT  0.99998042   -2 03 54.7
 FE2525;SPC TN       -   397,807.14    917,063.64   sFT  0.99998042   -2 03 54.7
 FE2525;UTM  16      - 3,917,466.444   270,383.702   MT  1.00024979   -1 27 50.0
 FE2525
 FE2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2525!SPC TN       -   0.99998657  x   0.99998042  =   0.99996699
 FE2525!UTM  16      -   0.99998657  x   1.00024979  =   1.00023635
 FE2525
 FE2525:                Primary Azimuth Mark                     Grid Az
 FE2525:SPC TN       -  BRADEN AZ MK                             110 47 45.5
 FE2525:UTM  16      -  BRADEN AZ MK                             110 11 40.8
 FE2525
 FE2525|---------------------------------------------------------------------|
 FE2525| PID    Reference Object                     Distance      Geod. Az  |
 FE2525|                                                           dddmmss.s |
 FE2525| CG3283 BRADEN AZ MK                                       1084350.8 |
 FE2525| CG3284 BRADEN RM 1                          25.981 METERS 11058     |
 FE2525| CG3285 BRADEN RM 2                          29.015 METERS 22123     |
 FE2525| FE2520 MASON MUNICIPAL TANK                APPROX. 4.2 KM 3520203.6 |
 FE2525|---------------------------------------------------------------------|
 FE2525
 FE2525                          SUPERSEDED SURVEY CONTROL
 FE2525
 FE2525  NAD 83(1995)-  35 22 26.85243(N)    089 31 39.30446(W) AD(       ) 2
 FE2525  NAD 83(1986)-  35 22 26.85873(N)    089 31 39.30432(W) AD(       ) 2
 FE2525  NAD 27      -  35 22 26.55700(N)    089 31 39.03100(W) AD(       ) 2
 FE2525
 FE2525.Superseded values are not recommended for survey control.
 FE2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2525.See file dsdata.txt to determine how the superseded data were derived.
 FE2525
 FE2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7038417466(NAD 83)
 FE2525_MARKER: DS = TRIANGULATION STATION DISK
 FE2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2525
 FE2525  HISTORY     - Date     Condition        Report By
 FE2525  HISTORY     - 1958     MONUMENTED       CGS
 FE2525  HISTORY     - 1958     GOOD             CGS
 FE2525
 FE2525                          STATION DESCRIPTION
 FE2525
 FE2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2525'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF MASON, ABOUT 2
 FE2525'MILES EAST OF BRADEN AND ON PROPERTY OWNED BY MR. P.W.  FLOURNOY. IT
 FE2525'IS 73 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL TOOL SHED, 57
 FE2525'FEET NORTHWEST OF A 24 INCH PECAN TREE, 13 FEET SOUTHEAST OF THE
 FE2525'SOUTHEAST CORNER OF A SMALL CHICKEN HOUSE AND 9 FEET SOUTH OF A FENCE
 FE2525'AND A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK
 FE2525'IS STAMPED BRADEN 1957.
 FE2525'
 FE2525'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRADEN, GO SOUTHEAST
 FE2525'ON STATE HIGHWAY 59 FOR 2.15 MILES TO A DIRT CROSSROAD JUST
 FE2525'AFTER CROSSING A SMALL WOODEN BRIDGE. TURN LEFT ON THE DIRT ROAD AND
 FE2525'GO NORTHEAST FOR 0.65 MILE TO A T ROAD INTERSECTION. TURN RIGHT
 FE2525'AND GO SOUTHEAST ON THE DIRT ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT.
 FE2525'*TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.15 MILE TO A
 FE2525'DRIVEWAY ON THE RIGHT. TURN RIGHT ON THE DRIVEWAY AND GO SOUTHEAST
 FE2525'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 FE2525'
 FE2525'* TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHEAST ON
 FE2525'THE DIRT ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH
 FE2525'MARK AS DESCRIBED.
 FE2525'
 FE2525'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE FENCE AND 25 FEET NORTH OF A
 FE2525'36 INCH PECAN TREE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2525'BRADEN NO 1 1957.
 FE2525'
 FE2525'REFERENCE MARK 2 IS 30 FEET NORTHEAST OF A 40 INCH PECAN TREE AND 25
 FE2525'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY. THE MONUMENT IS FLUSH
 FE2525'AND THE DISK IS STAMPED BRADEN NO 2 1957.
 FE2525'
 FE2525'THE AZIMUTH MARK IS 73 FEET SOUTHEAST OF THE INTERSECTION OF THE SIDE
 FE2525'ROAD RIGHT AND THE DIRT ROAD SOUTHEAST, 21 FEET SOUTH OF THE
 FE2525'CENTERLINE OF THE DIRT ROAD, 15 FEET NORTH OF A FENCE AND 4 FEET
 FE2525'NORTHWEST OF A WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 FE2525'AND THE DISK IS STAMPED BRADEN 1957.
 FE2525'
 FE2525'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2525
 FE2525                          STATION RECOVERY (1958)
 FE2525
 FE2525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2525'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2525'GOOD CONDITION. THE DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2575 ***********************************************************************
 GB2575  DESIGNATION -  BRADEN LOOKOUT TOWER NC 22
 GB2575  PID         -  GB2575
 GB2575  STATE/COUNTY-  TN/SCOTT
 GB2575  USGS QUAD   -  PIONEER (1979)
 GB2575
 GB2575                         *CURRENT SURVEY CONTROL
 GB2575  ___________________________________________________________________
 GB2575* NAD 83(1995)-  36 27 23.09331(N)    084 21 18.38093(W)     ADJUSTED  
 GB2575* NAVD 88     -                                                        
 GB2575  ___________________________________________________________________
 GB2575  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 GB2575  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB2575
 GB2575  HORZ ORDER  -  THIRD
 GB2575
 GB2575.The horizontal coordinates were established by classical geodetic methods
 GB2575.and adjusted by the National Geodetic Survey in April 1999..
 GB2575
 GB2575
 GB2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2575
 GB2575.The geoid height was determined by GEOID03.
 GB2575
 GB2575;                    North         East     Units Scale Factor Converg.
 GB2575;SPC TN       -   236,798.525   747,444.563   MT  1.00000729   +0 57 46.8
 GB2575;SPC TN       -   776,896.49  2,452,241.04   sFT  1.00000729   +0 57 46.8
 GB2575;UTM  16      - 4,037,825.556   737,021.831   MT  1.00029222   +1 34 20.5
 GB2575
 GB2575                          SUPERSEDED SURVEY CONTROL
 GB2575
 GB2575  NAD 83(1995)-  36 27 23.09516(N)    084 21 18.38180(W) AD(       ) 4
 GB2575  NAD 83(1995)-  36 27 23.10141(N)    084 21 18.38479(W) AD(       ) 4
 GB2575  NAD 83(1986)-  36 27 23.10316(N)    084 21 18.38167(W) AD(       ) 4
 GB2575  NAD 27      -  36 27 22.82100(N)    084 21 18.61100(W) AD(       ) 3
 GB2575
 GB2575.Superseded values are not recommended for survey control.
 GB2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2575.See file dsdata.txt to determine how the superseded data were derived.
 GB2575
 GB2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF3702237826(NAD 83)
 GB2575_MARKER: 57 = LOOKOUT TOWER
 GB2575
 GB2575  HISTORY     - Date     Condition        Report By
 GB2575  HISTORY     - 1961     FIRST OBSERVED   CGS
 GB2575
 GB2575                          STATION DESCRIPTION
 GB2575
 GB2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2575'THE STATION IS A TENNESSEE STATE FOREST SERVICE LOOKOUT TOWER LOCATED
 GB2575'ON CAMPBELL-SCOTT
 GB2575'COUNTY LINE ABOUT 6.0 MILES WEST OF ELK VALLEY.  IT IS
 GB2575'A GLASS CAB ATOP A FOUR LEGGED
 GB2575'STEEL TOWER 80 FEET HIGH.  THE APEX OF
 GB2575'THE CAB IS THE POINT INTERSECTED.
 GB2575'
 GB2575'TO REACH THE STATION FROM THE POST OFFICE IN HUNTSVILLE, GO SOUTHEAST
 GB2575'ON STATE ROUTE 63 FOR 6.0
 GB2575'MILES TOA T-ROAD ON THE LEFT JUST AFTER CROSSING A
 GB2575'CONCRETE BRIDGE, TURN LEFT, EAST,
 GB2575'TO A FORK, KEEP THE RIGHT ROAD FOR
 GB2575'2.5 MILES TO THE TOP OF SADDLE ON BRADEN MOUNTAIN,
 GB2575'TURN LEFT, NORTH,
 GB2575'FOR 2.0 MILES TO THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1506 ***********************************************************************
 GD1506  DESIGNATION -  BRADFORD
 GD1506  PID         -  GD1506
 GD1506  STATE/COUNTY-  TN/GIBSON
 GD1506  USGS QUAD   -  BRADFORD (1985)
 GD1506
 GD1506                         *CURRENT SURVEY CONTROL
 GD1506  ___________________________________________________________________
 GD1506* NAD 83(1995)-  36 04 21.94818(N)    088 48 00.62040(W)     ADJUSTED  
 GD1506* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 GD1506  ___________________________________________________________________
 GD1506  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GD1506  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1506
 GD1506  HORZ ORDER  -  SECOND
 GD1506
 GD1506.The horizontal coordinates were established by classical geodetic methods
 GD1506.and adjusted by the National Geodetic Survey in April 1999..
 GD1506
 GD1506.The orthometric height was scaled from a topographic map.
 GD1506
 GD1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1506
 GD1506.The geoid height was determined by GEOID03.
 GD1506
 GD1506;                    North         East     Units Scale Factor Converg.
 GD1506;SPC TN       -   196,597.016   347,803.516   MT  0.99995705   -1 38 21.6
 GD1506;SPC TN       -   645,002.04  1,141,085.37   sFT  0.99995705   -1 38 21.6
 GD1506;UTM  16      - 3,993,518.765   337,895.671   MT  0.99992379   -1 03 36.7
 GD1506
 GD1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1506!SPC TN       -   0.99998120  x   0.99995705  =   0.99993825
 GD1506!UTM  16      -   0.99998120  x   0.99992379  =   0.99990499
 GD1506
 GD1506:                Primary Azimuth Mark                     Grid Az
 GD1506:SPC TN       -  PRATT                                    145 29 28.6
 GD1506:UTM  16      -  PRATT                                    144 54 43.7
 GD1506
 GD1506|---------------------------------------------------------------------|
 GD1506| PID    Reference Object                     Distance      Geod. Az  |
 GD1506|                                                           dddmmss.s |
 GD1506| GD1497 PRATT                               APPROX. 7.7 KM 1435107.0 |
 GD1506| CG3286 BRADFORD AZ MK                                     1540756.2 |
 GD1506| CG3288 BRADFORD RM 1                        22.787 METERS 22820     |
 GD1506| GD1505 BRADFORD MUNICIPAL TANK             APPROX. 0.7 KM 2963839.6 |
 GD1506| CG3289 BRADFORD RM 2                        27.281 METERS 29919     |
 GD1506|---------------------------------------------------------------------|
 GD1506
 GD1506                          SUPERSEDED SURVEY CONTROL
 GD1506
 GD1506  NAD 83(1995)-  36 04 21.95068(N)    088 48 00.62411(W) AD(       ) 2
 GD1506  NAD 83(1995)-  36 04 21.95093(N)    088 48 00.62404(W) AD(       ) 2
 GD1506  NAD 83(1986)-  36 04 21.95974(N)    088 48 00.61969(W) AD(       ) 2
 GD1506  NAD 27      -  36 04 21.72020(N)    088 48 00.39270(W) AD(       ) 2
 GD1506
 GD1506.Superseded values are not recommended for survey control.
 GD1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1506.See file dsdata.txt to determine how the superseded data were derived.
 GD1506
 GD1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3789693519(NAD 83)
 GD1506_MARKER: DS = TRIANGULATION STATION DISK
 GD1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1506
 GD1506  HISTORY     - Date     Condition        Report By
 GD1506  HISTORY     - 1958     MONUMENTED       CGS
 GD1506  HISTORY     - 1967     GOOD             CGS
 GD1506
 GD1506                          STATION DESCRIPTION
 GD1506
 GD1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1506'THE STATION IS IN THE SOUTHEAST EDGE OF BRADFORD AND ON PROPERTY
 GD1506'OWNED BY MR. ERNEST KNOTT.  IT IS 89 FEET NORTHEAST OF A WHITE
 GD1506'WITNESS POST, 106 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 23
 GD1506'FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE AND 63 FEET SOUTHEAST
 GD1506'OF THE SOUTHEAST CORNER OF A FRAME HOUSE.  THE MONUMENT IS
 GD1506'FLUSH AND THE DISK IS STAMPED BRADFORD 1958.
 GD1506'
 GD1506'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRADFORD, GO SOUTH ON
 GD1506'A PAVED STREET FOR 0.1 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 GD1506'EASTERLY FOR 0.6 MILE TO THE STATION ON THE LEFT.
 GD1506'
 GD1506'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON THE
 GD1506'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GD1506'
 GD1506'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF A WHITE WITNESS POST, 35
 GD1506'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 71 FEET EAST OF
 GD1506'THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH AND
 GD1506'THE DISK IS STAMPED BRADFORD NO 1 1958.
 GD1506'
 GD1506'REFERENCE MARK 2 IS 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GD1506'FRAME HOUSE, 46 FEET NORTHEAST OF A POWERLINE POLE AND 1 FOOT
 GD1506'SOUTHWEST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1506'STAMPED BRADFORD NO 2 1958.
 GD1506'
 GD1506'THE AZIMUTH MARK IS 6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1506'FRAME HOUSE, 1 FOOT WEST OF A WHITE WITNESS POST, 103 FEET EAST OF
 GD1506'THE CENTERLINE OF A GRAVELED ROAD, AND ON PROPERTY OWNED BY ARVIN
 GD1506'DAWSON.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BRADFORD 1958.
 GD1506'
 GD1506'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GD1506
 GD1506                          STATION RECOVERY (1967)
 GD1506
 GD1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1506'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1506'CONDITION. DUE TO CHANGES AT THE STATION SITE, THE ORIGINAL
 GD1506'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW
 GD1506'AND COMPLETE DESCRIPTION.
 GD1506'
 GD1506'THE STATION IS AT THE SOUTHEAST EDGE OF BRADFORD ON THE PROPERTY
 GD1506'OF MR. HAYWOOD KNOTT.
 GD1506'
 GD1506'TO REACH THE STATION FROM THE POST OFFICE IN BRADFORD, GO EAST ON
 GD1506'STATE ROUTE 105 FOR 0.1 MILE TO THE RAILROAD DEPOT, HERE TURN RIGHT
 GD1506'AND GO SOUTH ON A PAVED STREET FOR 0.1 MILE TO A T ROAD
 GD1506'INTERSECTION, TURN LEFT ON A GRAVELED STREET AND GO EAST FOR 0.6
 GD1506'MILE TO MR. KNOTTS HOME ON THE LEFT AND THE STATION AS DESCRIBED.
 GD1506'
 GD1506'THE STATION IS 106 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GD1506'GRAVELED STREET, 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GD1506'FRAME HOUSE, 23 FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, AND
 GD1506'21.7 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1506'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD1506'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BRADFORD
 GD1506'1958.
 GD1506'
 GD1506'REFERENCE MARK NO. 1 IS 71 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1506'A GRAVELED DRIVEWAY, 35 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GD1506'GRAVELED STREET AND 9.5 FEET NORTH-NORTHEAST OF A 16-INCH ELM TREE.
 GD1506'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GD1506'CONCRETE MONUMENT AND THE DISK IS STAMPED BRADFORD NO 1 1958.
 GD1506'
 GD1506'REFERENCE MARK NO. 2 IS 46 FEET NORTHEAST OF A POWERLINE POLE, 37
 GD1506'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 1 FOOT
 GD1506'SOUTHWEST OF A FENCE CORNER POST.  IT IS A STANDARD DISK SET IN THE
 GD1506'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1506'STAMPED BRADFORD NO 2 1958.
 GD1506'
 GD1506'DUE TO A SMALL BUILDING ON LINE, THE REFERENCE MARKS COULD NOT BE
 GD1506'MEASURED BETWEEN.
 GD1506'
 GD1506'THE AZIMUTH MARK IS ON THE PROPERTY OF MR. ARVIN DAWSON ABOUT 0.15 OF
 GD1506'A MILE SOUTHEAST OF THE STATION, 103 FEET EAST OF THE APPROXIMATE
 GD1506'CENTER OF THE GRAVELED STREET, AND 6 FEET NORTHWEST OF THE
 GD1506'NORTHWEST CORNER OF A FRAME HOUSE.  IT IS A STANDARD DISK SET IN
 GD1506'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD1506'DISK IS STAMPED BRADFORD 1958. DUE TO THE LOCATION
 GD1506'OF THE MARK A WITNESS POST WAS NOT SET.
 GD1506'
 GD1506'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON THE
 GD1506'GRAVELED STREET FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GD1506'
 GD1506'THE HORIZONTAL DISTANCES BETWEEN THE STATION AND THE REFERENCE MARKS
 GD1506'WERE CHECKED AND FOUND IN AGREEMENT WITH THE 1958 MEASUREMENTS.
 GD1506'HOWEVER, THE DIRECTION TO REFERENCE MARK NO. 2 IS NORTHWEST INSTEAD
 GD1506'OF NORTHEAST.
 GD1506'
 GD1506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT THE SOUTHEAST
 GD1506'EDGE OF BRADFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1505 ***********************************************************************
 GD1505  DESIGNATION -  BRADFORD MUNICIPAL TANK
 GD1505  PID         -  GD1505
 GD1505  STATE/COUNTY-  TN/GIBSON
 GD1505  USGS QUAD   -  BRADFORD (1985)
 GD1505
 GD1505                         *CURRENT SURVEY CONTROL
 GD1505  ___________________________________________________________________
 GD1505* NAD 83(1995)-  36 04 32.07427(N)    088 48 25.48337(W)     ADJUSTED  
 GD1505* NAVD 88     -                                                        
 GD1505  ___________________________________________________________________
 GD1505  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GD1505  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1505
 GD1505  HORZ ORDER  -  THIRD
 GD1505
 GD1505.The horizontal coordinates were established by classical geodetic methods
 GD1505.and adjusted by the National Geodetic Survey in April 1999..
 GD1505
 GD1505
 GD1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1505
 GD1505.The geoid height was determined by GEOID03.
 GD1505
 GD1505;                    North         East     Units Scale Factor Converg.
 GD1505;SPC TN       -   196,926.803   347,190.616   MT  0.99995726   -1 38 36.2
 GD1505;SPC TN       -   646,084.02  1,139,074.55   sFT  0.99995726   -1 38 36.2
 GD1505;UTM  16      - 3,993,842.330   337,279.489   MT  0.99992626   -1 03 51.6
 GD1505
 GD1505                          SUPERSEDED SURVEY CONTROL
 GD1505
 GD1505  NAD 83(1995)-  36 04 32.07678(N)    088 48 25.48704(W) AD(       ) 4
 GD1505  NAD 83(1995)-  36 04 32.07701(N)    088 48 25.48691(W) AD(       ) 4
 GD1505  NAD 83(1986)-  36 04 32.08586(N)    088 48 25.48273(W) AD(       ) 4
 GD1505  NAD 27      -  36 04 31.84700(N)    088 48 25.25500(W) AD(       ) 3
 GD1505
 GD1505.Superseded values are not recommended for survey control.
 GD1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1505.See file dsdata.txt to determine how the superseded data were derived.
 GD1505
 GD1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3727993842(NAD 83)
 GD1505_MARKER: 53 = ELEVATED TANK
 GD1505
 GD1505  HISTORY     - Date     Condition        Report By
 GD1505  HISTORY     - 1958     FIRST OBSERVED   CGS
 GD1505  HISTORY     - 1967     GOOD             CGS
 GD1505
 GD1505                          STATION DESCRIPTION
 GD1505
 GD1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1505'THE STATION IS THE FINIAL AT THE APEX OF THE TANK.  THE TANK IS IN
 GD1505'THE EASTERN SECTION OF BRADFORD AND IS 53 FEET WEST OF THE
 GD1505'CENTERLINE OF A PAVED STREET AND 75 FEET NORTH OF THE NORTHEAST
 GD1505'CORNER OF A FRAME HOUSE.  IT IS A 4 LEGGED, SILVER COLORED, ELEVATED
 GD1505'TANK AND IS 90 FEET HIGH.
 GD1505
 GD1505                          STATION RECOVERY (1967)
 GD1505
 GD1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1505'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 GD1505'
 GD1505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT BRADFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2400 ***********************************************************************
 GC2400  DESIGNATION -  BRADLEY RESET
 GC2400  PID         -  GC2400
 GC2400  STATE/COUNTY-  TN/ROBERTSON
 GC2400  USGS QUAD   -  ORLINDA (1980)
 GC2400
 GC2400                         *CURRENT SURVEY CONTROL
 GC2400  ___________________________________________________________________
 GC2400* NAD 83(1995)-  36 32 26.25086(N)    086 40 21.05893(W)     ADJUSTED  
 GC2400* NAVD 88     -       241.66   (+/-2cm)     792.8    (feet)  VERTCON   
 GC2400  ___________________________________________________________________
 GC2400  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GC2400  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC2400
 GC2400  HORZ ORDER  -  FIRST
 GC2400  VERT ORDER  -  THIRD ? (See Below)
 GC2400
 GC2400.The horizontal coordinates were established by classical geodetic methods
 GC2400.and adjusted by the National Geodetic Survey in April 1999..
 GC2400
 GC2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2400.The vertical order pertains to the NGVD 29 superseded value.
 GC2400
 GC2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2400
 GC2400.The geoid height was determined by GEOID03.
 GC2400
 GC2400;                    North         East     Units Scale Factor Converg.
 GC2400;SPC TN       -   245,111.167   539,779.017   MT  1.00002433   -0 23 37.4
 GC2400;SPC TN       -   804,168.89  1,770,924.99   sFT  1.00002433   -0 23 37.4
 GC2400;UTM  16      - 4,043,964.285   529,312.602   MT  0.99961059   +0 11 41.9
 GC2400
 GC2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2400!SPC TN       -   0.99996674  x   1.00002433  =   0.99999107
 GC2400!UTM  16      -   0.99996674  x   0.99961059  =   0.99957735
 GC2400
 GC2400|---------------------------------------------------------------------|
 GC2400| PID    Reference Object                     Distance      Geod. Az  |
 GC2400|                                                           dddmmss.s |
 GC2400| CG4837 BRADLEY RM 2                         42.885 METERS 00035     |
 GC2400| GC1035 TAYS                                APPROX. 4.1 KM 0675741.0 |
 GC2400| CG4838 BRADLEY RM 3                         25.213 METERS 09054     |
 GC2400| GC2417 SPRINGFIELD ROBERTSON CO CTHSE      APPROX.19.4 KM 2593842.8 |
 GC2400| CG4836 BRADLEY RM 1                                       27116     |
 GC2400| CG4835 BRADLEY AZ MK                                      2711823.1 |
 GC2400| GC2423 RUSSELLVILLE BEACON LIGHT           APPROX.37.1 KM 3284030.1 |
 GC2400| CG4840 BRADLEY RM 5                         21.423 METERS 34445     |
 GC2400| CG4839 BRADLEY RM 4                         24.594 METERS 34933     |
 GC2400|---------------------------------------------------------------------|
 GC2400
 GC2400                          SUPERSEDED SURVEY CONTROL
 GC2400
 GC2400  NAD 83(1995)-  36 32 26.25142(N)    086 40 21.05955(W) AD(       ) 1
 GC2400  NAD 83(1995)-  36 32 26.25764(N)    086 40 21.06266(W) AD(       ) 1
 GC2400  NAD 83(1986)-  36 32 26.26010(N)    086 40 21.06231(W) AD(       ) 1
 GC2400  NAD 27      -  36 32 26.10900(N)    086 40 21.08300(W) AD(       ) 1
 GC2400  NGVD 29 (07/19/86)  241.73   (m)          793.1    (f) LEVELING    3  
 GC2400
 GC2400.Superseded values are not recommended for survey control.
 GC2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2400.See file dsdata.txt to determine how the superseded data were derived.
 GC2400
 GC2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2931343964(NAD 83)
 GC2400_MARKER: DS = TRIANGULATION STATION DISK
 GC2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2400
 GC2400  HISTORY     - Date     Condition        Report By
 GC2400  HISTORY     - 1930     MONUMENTED       CGS
 GC2400  HISTORY     - 1951     GOOD             CGS
 GC2400  HISTORY     - 1959     GOOD             CGS
 GC2400  HISTORY     - 1968     GOOD             CGS
 GC2400
 GC2400                          STATION DESCRIPTION
 GC2400
 GC2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2400'ABOUT 12 MILES EAST BY NORTH OF SPRINGFIELD, 1-1/2 MILES
 GC2400'EAST-SOUTHEAST OF CROSS PLAINS, AND 7 MILES NORTHWEST OF WHITE
 GC2400'HOUSE, ON LAND OWNED AND OCCUPIED BY CHARLES BRADLEY, IN LOT WEST OF
 GC2400'HOUSE, 14.6 METERS (48 FEET) NORTH OF 16-INCH OAK TREE WHICH IS IN
 GC2400'LINE WITH NORTH SIDE OF OLD LOG BARN AND ABOUT 3 METERS (10 FEET)
 GC2400'WEST OF BARN, 3.6 METERS (12 FEET) EAST OF WIRE FENCE, AND 28.4
 GC2400'METERS (93 FEET) SOUTH OF ROUTE 25.  SURFACE AND UNDERGROUND MARKS
 GC2400'ARE STANDARD STATION DISKS IN CONCRETE.
 GC2400'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2400'NO. 1 IS AT WEST OF SMALL FIELD WEST OF STATION, ABOUT 60 METERS
 GC2400'(197 FEET) SOUTH OF ROUTE 25, 5 METERS (16 FEET) EAST OF SIDE ROAD.
 GC2400'NO. 2 IS 12.4
 GC2400'METERS (41 FEET) NORTH OF ROUTE 25, IMMEDIATELY SOUTHWEST OF
 GC2400'BIG STUMP, AND 42.89 METERS (140.7 FEET) FROM STATION.
 GC2400
 GC2400                          STATION RECOVERY (1951)
 GC2400
 GC2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2400'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND REFERENCE
 GC2400'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD
 GC2400'BEEN DESTROYED.  AN AZIMUTH MARK AND A REFERENCE MARK WERE
 GC2400'ESTABLISHED BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2400'
 GC2400'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF WHITE HOUSE.  IT IS 93
 GC2400'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 25, 48 FEET NORTH OF A
 GC2400'16 INCH OAK TREE, 31 FEET SOUTH OF A WHITE WITNESS POST, 25 FEET
 GC2400'NORTH OF THE NORTHWEST CORNER OF A BARN AND 12 FEET EAST OF A
 GC2400'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BRADLEY 1930.
 GC2400'
 GC2400'REFERENCE MARK NO. 2 IS 140.70 FEET NORTH OF THE STATION.  IT IS 41
 GC2400'FEET NORTH OF THE CENTER OF HIGHWAY.  THE MARK PROJECTS ABOUT 4
 GC2400'INCHES AND THE DISK IS STAMPED BRADLEY NO 11 1930.
 GC2400'
 GC2400'REFERENCE MARK NO. 3 IS 82.76 FEET EAST OF THE STATION.  IT IS 49
 GC2400'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 45 FEET
 GC2400'NORTHWEST OF THE SOUTHWEST CORNER OF FRAME HOUSE AND 6 INCHES WEST OF
 GC2400'A NORTH-SOUTH FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2400'BRADLEY NO 3 1930.
 GC2400'
 GC2400'AZIMUTH MARK IS 0.1 MILE WEST OF THE STATION.  IT IS 197 FEET SOUTH
 GC2400'OF STATE HIGHWAY 25, 16 FEET EAST OF THE CENTER OF GRAVEL ROAD, 3
 GC2400'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 GC2400'THE MARK PORJECTS 2 INCHES AND THE DISK IS STAMPED BRADLEY 1930
 GC2400'1951.
 GC2400'
 GC2400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2400'HIGHWAY 25 WHICH IS ABOUT 4 MILES NORTH OF WHITE HOUSE, GO
 GC2400'NORTHWEST ON STATE HIGHWAY 25 FOR 2.3 MILES TO THE STATION ON THE
 GC2400'LEFT AS DESCRIBED, CONTINUE ON HIGHWAY FOR 0.1 MILE TO A GRAVEL
 GC2400'ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2400'
 GC2400'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2400
 GC2400                          STATION RECOVERY (1959)
 GC2400
 GC2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2400'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 3 WERE RECOVERED AND
 GC2400'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 GC2400'LYING ABOUT 75 FEET SOUTH OF ITS ORIGINAL LOCATION, REFERENCE MARK
 GC2400'NO. 2 WAS FOUND LYING IN A TILTED POSITION NEAR ITS ORIGINAL
 GC2400'LOCATION AND THE AZIMUTH MARK IS LEANING SLIGHTLY TO THE NORTHEAST
 GC2400'BUT IS THOUGHT TO BE VERY NEAR THE ORIGINAL LOCATION.  A NEW SURFACE
 GC2400'STATION MARK AND REFERENCE MARK NO. 4 WAS ESTABLISHED BY THIS PARTY.
 GC2400'A NEW DESCRIPTION FOLLOWS.
 GC2400'
 GC2400'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF WHITE HOUSE IN A
 GC2400'BARN YARD.
 GC2400'
 GC2400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 31 W AND
 GC2400'STATE HIGHWAY NO. 25 WHICH IS ABOUT 4.0 MILES NORTH OF WHITE HOUSE,
 GC2400'GO NORTHEAST ON STATE HIGHWAY NO. 25 FOR 2.3 MILES TO THE STATION ON
 GC2400'THE LEFT AS DESCRIBED.
 GC2400'
 GC2400'STATION MARK IS 93 FEET SOUTH OF STATE HIGHWAY NO. 25, 32 FEET SOUTH
 GC2400'OF THE WEST GATE POST, 26 FEET EAST OF A NORTH-SOUTH WIRE
 GC2400'FENCE AND 14 FEET NORTHEAST OF THE NORTH-EAST CORNER OF THE MACHINE
 GC2400'SHED.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GC2400'STAMPED BRADLEY 1930 1959.
 GC2400'
 GC2400'REFERENCE MARK NO. 3 IS 49 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GC2400'THE HOUSE, 45 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 GC2400'HOUSE AND SET IN A NORTH-SOUTH FENCE LINE.  THE MARK IS SET FLUSH
 GC2400'WITH THE SURFACE OF THE GROUND AND STAMPED BRADLEY NO 3 1930.
 GC2400'
 GC2400'REFERENCE MARK NO. 4 IS 19 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GC2400'NO. 25, 8 FEET WEST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT EAST
 GC2400'OF A FENCE CORNER POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 GC2400'THE GROUND AND IS STAMPED BRADLEY NO 4 1930 1959.
 GC2400'
 GC2400'AZIMUTH MARK IS 197 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 25,
 GC2400'16 FEET EAST OF THE CENTER OF THE BLACK TOP ROAD AND 1 FOOT EAST OF
 GC2400'A WIRE FENCE.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 GC2400'GROUND AND IS STAMPED BRADLEY 1930 1951.
 GC2400'
 GC2400'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 GC2400'STATE HIGHWAY NO. 25 FOR 0.1 MILE TO THE MARK ON THE LEFT AS
 GC2400'DESCRIBED.
 GC2400'
 GC2400'OBSERVATIONS WERE MADE FROM A 77 FOOT TOWER.
 GC2400
 GC2400                          STATION RECOVERY (1968)
 GC2400
 GC2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2400'THE STATION MARK, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE
 GC2400'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 4 ESTABLISHED
 GC2400'IN 1959 HAS BEEN DESTROYED BY WIDENING OF THE DITCHES ALONG STATE
 GC2400'ROUTE 25.  A NEW REFERENCE MARK NO. 5 WAS ESTABLISHED.  THE STATION
 GC2400'WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED ON THE REFERENCE
 GC2400'MARKS, AND DISTANCE MEASURED. IN CHECKING THE HORIZONTAL MEASURED
 GC2400'DISTANCE BETWEEN REFERENCE MARK NO. 3 NAD THE STATION MARK, A
 GC2400'DESCREPANCY OF -0.02 OF A FOOT WAS NOTED.
 GC2400'
 GC2400'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2400'
 GC2400'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF WHITE HOUSE IN A
 GC2400'FENCED LOT ON THE PROPERTY OF MR. ROBERT RALSTON AND NEAR THE WHITE
 GC2400'HOUSE RURAL UTILITY DISTRICT WATER TANK.
 GC2400'
 GC2400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2400'ROUTE 25 ABOUT 4 MILES NORTH OF WHITE HOUSE, GO NORTHWESTERLY ON
 GC2400'STATE ROUTE 25 FOR 2.3 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2400'
 GC2400'THE STATION IS 99 FEET WEST-NORTHWEST OF A SECURITY LIGHT POLE, 96
 GC2400'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 25,
 GC2400'81 FEET WEST-SOUTHWEST OF A NORTHEAST FENCE CORNER POST, 38 FEET
 GC2400'SOUTHEAST OF A NORTHWEST FENCE CORNER POST, 14 FEET
 GC2400'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A MACHINE SHED, AND 8.5
 GC2400'FEET EAST-SOUTHEAST OF A GREEN WATER TANK.  IT
 GC2400'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC2400'CONCRETE MONUMENT ABOUT 5 INCHES BELOW THE SURFACE OF THE
 GC2400'GROUND AND THE DISK STAMPED BRADLEY 1930 1959.
 GC2400'
 GC2400'REFERENCE MARK NO. 3 IS 49 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GC2400'A FRAME HOUSE, 38 FEET NORTH OF THE SECURTTY LIGHT POLE, 33 FEET
 GC2400'NORTH OF A WOODEN GATE, 26 FEET SOUTH OF A NORTHEAST FENCE CORNER
 GC2400'POST, AND 0.6 OF A FOOT WEST OF A WOVEN WIRE FENCE ALONG THE EAST
 GC2400'SIDE OF THE FENCED LOT.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2400'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2400'BRADLEY NO-3 1930.
 GC2400'
 GC2400'REFERENCE MARK NO. 5 IS 57 FEET NORTH OF THE NORTH EDGE OF THE GREEN
 GC2400'WATER TANK, 34 FEET NORTH OF A NORTHWEST FENCE CORNER POST, 30
 GC2400'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 25, 1.4 FEET WEST
 GC2400'OF A TELEPHONE POLE, AND 1.3 FEET EAST OF A METAL WITNESS POST AND
 GC2400'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GC2400'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BRADLEY 1930
 GC2400'NO 5 1968.
 GC2400'
 GC2400'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2400'REFERENCE MARK NO. 5 IS 122.55 FEET - (37.353 METERS).
 GC2400'
 GC2400'THE AZIMUTH MARK IS 165 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GC2400'ROUTE 25, 129 FEET SOUTH OF A NORTHWEST FENCE CORNER POST, 129
 GC2400'FEET NORTH OF A GUYED TELEPHONE POLE, 87 FEET SOUTH OF A GUYED
 GC2400'TELEPHONE POLE, 15 FEET EAST OF THE APPROXIMATE CENTER OF AN
 GC2400'OILED ROAD, 1 FOOT EAST OF A WOVEN WIRE FENCE, AND 1.0 FOOT SOUTH OF
 GC2400'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GC2400'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GC2400'AND THE DISK IS STAMPED BRADLEY 1930 1951.
 GC2400'
 GC2400'NOTE- DUE TO THE LOCATION OF THE STATION MARK AND REFERENCE MARK NO.
 GC2400'3 IN A MOWED AREA, NO WITNESS POST WERE SET AT THESE MARKS.
 GC2400'
 GC2400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GC2400'NORTHWEST OF WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1829 ***********************************************************************
 FC1829  DESIGNATION -  BRADY
 FC1829  PID         -  FC1829
 FC1829  STATE/COUNTY-  TN/VAN BUREN
 FC1829  USGS QUAD   -  SAMPSON (1974)
 FC1829
 FC1829                         *CURRENT SURVEY CONTROL
 FC1829  ___________________________________________________________________
 FC1829* NAD 83(1995)-  35 42 14.03514(N)    085 20 16.03479(W)     ADJUSTED  
 FC1829* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 FC1829  ___________________________________________________________________
 FC1829  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FC1829  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FC1829
 FC1829  HORZ ORDER  -  SECOND
 FC1829
 FC1829.The horizontal coordinates were established by classical geodetic methods
 FC1829.and adjusted by the National Geodetic Survey in April 1999..
 FC1829
 FC1829.The orthometric height was scaled from a topographic map.
 FC1829
 FC1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1829
 FC1829.The geoid height was determined by GEOID03.
 FC1829
 FC1829;                    North         East     Units Scale Factor Converg.
 FC1829;SPC TN       -   152,265.546   659,926.531   MT  0.99995097   +0 23 15.7
 FC1829;SPC TN       -   499,557.88  2,165,108.96   sFT  0.99995097   +0 23 15.7
 FC1829;UTM  16      - 3,952,380.497   650,376.074   MT  0.99987866   +0 58 12.9
 FC1829
 FC1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1829!SPC TN       -   0.99991128  x   0.99995097  =   0.99986226
 FC1829!UTM  16      -   0.99991128  x   0.99987866  =   0.99978995
 FC1829
 FC1829:                Primary Azimuth Mark                     Grid Az
 FC1829:SPC TN       -  BRADY AZ MK                              182 21 28.1
 FC1829:UTM  16      -  BRADY AZ MK                              181 46 30.9
 FC1829
 FC1829|---------------------------------------------------------------------|
 FC1829| PID    Reference Object                     Distance      Geod. Az  |
 FC1829|                                                           dddmmss.s |
 FC1829| CG4841 BRADY AZ MK                                        1824443.8 |
 FC1829| CG4842 BRADY RM 1                           25.472 METERS 21432     |
 FC1829| FC1833 SPENCER                             APPROX.12.2 KM 2930429.8 |
 FC1829| CG4843 BRADY RM 2                           27.850 METERS 30357     |
 FC1829|---------------------------------------------------------------------|
 FC1829
 FC1829                          SUPERSEDED SURVEY CONTROL
 FC1829
 FC1829  NAD 83(1995)-  35 42 14.03701(N)    085 20 16.03649(W) AD(       ) 2
 FC1829  NAD 83(1986)-  35 42 14.04383(N)    085 20 16.03568(W) AD(       ) 2
 FC1829  NAD 27      -  35 42 13.80100(N)    085 20 16.15000(W) AD(       ) 2
 FC1829
 FC1829.Superseded values are not recommended for survey control.
 FC1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1829.See file dsdata.txt to determine how the superseded data were derived.
 FC1829
 FC1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5037652380(NAD 83)
 FC1829_MARKER: DD = SURVEY DISK
 FC1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1829
 FC1829  HISTORY     - Date     Condition        Report By
 FC1829  HISTORY     - 1934     MONUMENTED       CGS
 FC1829  HISTORY     - 1953     GOOD             USGS
 FC1829  HISTORY     - 1967     GOOD             CGS
 FC1829  HISTORY     - 1974     SEE DESCRIPTION  TVA
 FC1829  HISTORY     - 1976     GOOD             NGS
 FC1829
 FC1829                          STATION DESCRIPTION
 FC1829
 FC1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1829'ABOUT 8-1/2 MILES EAST-SOUTHEAST OF SPENCER, ON HIGHEST POINT OF
 FC1829'WOODED RIDGE KNOWN LOCALLY AS BIG RIDGE, ON PROPERTY OF
 FC1829'COMPANY WHOSE AGENT IS ROBERT BRADY, OF SPENCER, 200 YARDS NORTH OF
 FC1829'ROUTE 30, 43.2 FEET EAST-NORTHEAST OF TRIANGLE-BLAZED 12-INCH
 FC1829'OAK, AND 18 FEET NORTHEAST OF TRIANGLE-BLAZED 8-INCH OAK. TO REACH
 FC1829'FROM JUNCTION OF ROUTES 30 AND 111 IN SPENCER, GO SOUTHEAST
 FC1829'10.5 MILES ON ROUTE 30 TO TOP OF GRADE AND TRIANGLE-BLAZED TREE ON
 FC1829'LEFT AND CONTINUE NORTH 200 YARDS UP STEEP BANK ABOUT 50 YARDS
 FC1829'WEST OF BLAZED TREE TO STATION SITE. SURFACE AND
 FC1829'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1829'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FC1829'REFERENCE DISKS IN CONCRETE. NO. 1, PROJECTING ABOUT 8
 FC1829'INCHES ABOVE GROUND, IS SLIGHTLY LOWER IN ELEVATION THAN AND
 FC1829'83.63 FEET FROM STATION S 34 DEG 32 MIN W. NO. 2, PROJECTING 3
 FC1829'INCHES ABOVE GROUND, IS 6 FEET SOUTHEAST OF 6-INCH HICKORY,
 FC1829'AND AT SAME ELEVATION AS AND 91.38 FEET FROM STATION N 56 DEG 03 MIN
 FC1829'W. AZIMUTH MARK IS 100 FEET SOUTHWEST OF
 FC1829'TRIANGLE-BLAZED 24-INCH OAK, WHICH IS ON NORTH SIDE OF ROUTE 30, 27
 FC1829'FEET SOUTH OF CENTER OF HIGHWAY, AND 200 YARDS FROM STATION
 FC1829'S 02 DEG 45 MIN W.
 FC1829
 FC1829                          STATION RECOVERY (1953)
 FC1829
 FC1829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FC1829'STATION RECOVERED IN GOOD CONDITION.
 FC1829
 FC1829                          STATION RECOVERY (1967)
 FC1829
 FC1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC1829'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FC1829'CONDITION.  THE HORIZONTAL MEASURED DISTANCES BETWEEN THE REFERENCE
 FC1829'MARKS AND THE STATION MARK WERE CHECKED AND IN AGREEMENT WITH THE
 FC1829'1934 WORK.
 FC1829'
 FC1829'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 FC1829'
 FC1829'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST-SOUTHEAST OF SPENCER ON
 FC1829'THE HIGHEST POINT OF A HEAVILY WOODED RIDGE KNOWN LOCALLY AS BIG
 FC1829'RIDGE AND IS THOUGHT TO BE ON THE PROPERTY OF THE BOWATER PAPER
 FC1829'COMPANY.
 FC1829'
 FC1829'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 30 AND 111 AT
 FC1829'THE SOUTHEAST CORNER OF THE VAN BUREN COUNTY COURTHOUSE SQUARE IN
 FC1829'SPENCER, GO EAST-SOUTHEASTERLY ON STATE ROUTE 30 FOR 10.7 MILES TO
 FC1829'A WOODS ROAD LEFT JUST BEFORE REACHING A GRAVELED T ROAD RIGHT.
 FC1829'HERE TURN LEFT ON THE WOODS ROAD AND GO NORTH ABOUT 0.05 MILE TO A
 FC1829'DIM ROAD RIGHT, KEEP RIGHT ON THIS DIM ROAD AND GO NORTHEASTERLY
 FC1829'FOR ABOUT 0.1 OF A MILE TO THE TOP OF THE RIDGE AND THE STATION AS
 FC1829'DESCRIBED.
 FC1829'
 FC1829'THE STATION IS 41 FEET SOUTH-SOUTHEAST OF A 10-INCH, TRIANGLE BLAZED
 FC1829'BLACKJACK OAK, 40 FEET NORTH-NORTHWEST OF A 10-INCH, TRIANGLE BLAZED
 FC1829'WHITE OAK, 31 FEET SOUTHWEST OF A 10-INCH, TRIANGLE BLAZED RED OAK,
 FC1829'AND 1.2 FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC1829'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FC1829'THAT PROJECTS 14 INCHES AND THE DISK IS STAMPED BRADY 1934.
 FC1829'
 FC1829'REFERENCE MARK NO. 1 IS IN A DENSE BLACKJACK OAK THICKET ON THE
 FC1829'SOUTHWEST SLOPE OF THE HILL, ABOUT 1 FOOT BELOW THE ELEVATION OF THE
 FC1829'STATION AND 1.0 FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.
 FC1829'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FC1829'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED BRADY
 FC1829'NO 1 1934.
 FC1829'
 FC1829'REFERENCE MARK NO. 2 IS IN DENSE WOODS NORTHWEST OF THE STATION, 15.5
 FC1829'FEET SOUTH OF A 10-INCH, TRIANGLE BLAZED WHITE OAK, 0.8 OF A FOOT
 FC1829'SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND ABOUT THE SAME
 FC1829'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF
 FC1829'A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC1829'STAMPED BRADY NO 2 1934.
 FC1829'
 FC1829'DUE TO DENSE WOODS AND UNDERGROWTH ON LINE, NO EFFORT WAS MADE TO
 FC1829'MEASURE BETWEEN THE REFERENCE MARKS.
 FC1829'
 FC1829'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 FC1829'ROUTE 30, 20 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1829'T ROAD, 4.5 FEET EAST-NORTHEAST OF POWERLINE POLE NO. SVEC 76, AND
 FC1829'1.3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 FC1829'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 FC1829'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 FC1829'STAMPED BRADY AZI 1934.
 FC1829'
 FC1829'TO REACH THE AZIMUTH MARK FROM THE POINT ON STATE ROUTE 30 WHERE
 FC1829'TURNING LEFT ONTO A WOODS ROAD, CONTINUE SOUTHEASTERLY ON STATE
 FC1829'ROUTE 30 FOR ABOUT 0.05 MILE TO A GRAVELED T ROAD ON THE RIGHT AND
 FC1829'THE MARK IN THE SOUTHWEST ANGLE AS DESCRIBED.
 FC1829'
 FC1829'NOTE--THIS WAS NOT AN OCCUPIED STATION.
 FC1829'
 FC1829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-1/2 MILES
 FC1829'EAST-SOUTHEAST OF SPENCER.
 FC1829
 FC1829                          STATION RECOVERY (1974)
 FC1829
 FC1829'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (JC)
 FC1829'CONCRETE CYLINDER CONTAINING SURFACE MARK WAS FOUND BROKEN IN HALF.
 FC1829'THE UNDERGROUND MARK WAS UNINTENTIONALLY REMOVED FROM ITS ORIGINAL
 FC1829'POSITION IN THE SEARCH FOR IT.  UNDERGROUND MARK WAS A DISK SET IN
 FC1829'CONCRETE ABOUT 3 INCHES THICK AND 8 INCHES IN DIAMETER.  IT WAS
 FC1829'RESET FROM REFERENCE MARKS 1 AND 2 AND BACK FILLED ABOUT 6 INCHES
 FC1829'BEFORE SURFACE MARK WAS RESET.  SURFACE MARK WAS THEN RESET
 FC1829'DIRECTLY OVER UNDERGROUND MARK.  THE ORIGINAL SURFACE MARK DISK
 FC1829'WAS USED AND RESET 1974 WAS ADDED TO STAMPING.  POSITION WAS
 FC1829'ESTABLISHED BY TRAVERSE (THIRD-ORDER, CLASS I) FROM SMART TO
 FC1829'ORMSBY.
 FC1829'
 FC1829'AZIMUTH MARK WAS RECOVERED AS DESCRIBED, IN GOOD CONDITION, STAMPED
 FC1829'BRADY AZ 1 1934.
 FC1829'
 FC1829'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 8-1/2 MILES ESE OF
 FC1829'SPENCER.
 FC1829
 FC1829                          STATION RECOVERY (1976)
 FC1829
 FC1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LLN)
 FC1829'THE STATION MARK WAS FOUND TO HAVE BEEN RESET BY TVA IN 1974.  THE
 FC1829'REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 FC1829'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.06
 FC1829'OF A FOOT.  THE DISTANCE TO REFERENCE MARK 1, CHECKED.  THE DIRECTION
 FC1829'TO REFERENCE MARK 1 CHECKED BUT THE DIRECTION TO REFERENCE MARK 2
 FC1829'WAS FOUND TO BE IN ERROR BY 10 MINUTES.  A NEW DESCRIPTION
 FC1829'FOLLOWS--
 FC1829'
 FC1829'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE KNOWN LOCALLY
 FC1829'AS BIG RIDGE, 3 FEET WEST OF A METAL WITNESS POST, ABOUT 100 FEET
 FC1829'SOUTHEAST OF THE SOUTHEAST SIDE OF A METAL STANDPIPE AND 80 FEET
 FC1829'SOUTHEAST OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS 14 INCHES
 FC1829'AND THE DISK IS STAMPED BRADY 1934 RESET 1974.
 FC1829'
 FC1829'TO REACH THE STATION FROM THE VAN BUREN COUNTY COURTHOUSE AT SPENCER,
 FC1829'GO EASTERLY ON STATE HIGHWAY 30 FOR 10.5 MILES TO THE TOP OF GRADE
 FC1829'AND THE STATION ABOUT 500 FEET ON THE LEFT.
 FC1829'
 FC1829'REFERENCE MARK 1 IS 1 FOOT NORTH OF A METAL WITNESS POST, AT THE WEST
 FC1829'EDGE OF A SMALL CLEARING AND ABOUT 4 OR 5 FEET LOWER IN ELEVATION
 FC1829'THAN THE STATION MARK.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 FC1829'IS STAMPED BRADY NO 1 1934.
 FC1829'
 FC1829'REFERENCE MARK 2 IS 30 FEET EAST OF THE EAST FACE OF THE STANDPIPE,
 FC1829'1 FOOT SOUTHEAST OF A METAL WITNESS POST AND 16 FEET NORTH OF A 10
 FC1829'INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FC1829'STAMPED BRADY NO 2 1934.
 FC1829'
 FC1829'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST, 4 FEET
 FC1829'NORTHEAST OF A POWER POLE, 26 FEET SOUTH OF THE CENTERLINE OF
 FC1829'HIGHWAY 30 AND 18 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.  THE
 FC1829'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED BRADY AZI
 FC1829'1934.
 FC1829'
 FC1829'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC1829'
 FC1829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-1/2 MILES
 FC1829'SOUTHEAST OF SPENCER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1252 ***********************************************************************
 FC1252  DESIGNATION -  BRAINERD
 FC1252  PID         -  FC1252
 FC1252  STATE/COUNTY-  TN/HAMILTON
 FC1252  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1252
 FC1252                         *CURRENT SURVEY CONTROL
 FC1252  ___________________________________________________________________
 FC1252* NAD 83(1995)-  35 00 51.11308(N)    085 11 02.50866(W)     ADJUSTED  
 FC1252* NAVD 88     -       252.451  (meters)     828.25   (feet)  ADJUSTED  
 FC1252  ___________________________________________________________________
 FC1252  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FC1252  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1252  DYNAMIC HT  -         252.200 (meters)     827.43  (feet)  COMP
 FC1252  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 FC1252
 FC1252  HORZ ORDER  -  SECOND
 FC1252  VERT ORDER  -  SECOND    CLASS 0
 FC1252
 FC1252.The horizontal coordinates were established by classical geodetic methods
 FC1252.and adjusted by the National Geodetic Survey in April 1999..
 FC1252
 FC1252.The orthometric height was determined by differential leveling
 FC1252.and adjusted by the National Geodetic Survey in June 1991..
 FC1252
 FC1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1252
 FC1252.The geoid height was determined by GEOID03.
 FC1252
 FC1252.The dynamic height is computed by dividing the NAVD 88
 FC1252.geopotential number by the normal gravity value computed on the
 FC1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1252.degrees latitude (g = 980.6199 gals.).
 FC1252
 FC1252.The modeled gravity was interpolated from observed gravity values.
 FC1252
 FC1252;                    North         East     Units Scale Factor Converg.
 FC1252;SPC TN       -    75,853.837   674,478.381   MT  1.00004998   +0 28 39.7
 FC1252;SPC TN       -   248,863.80  2,212,851.15   sFT  1.00004998   +0 28 39.7
 FC1252;UTM  16      - 3,876,124.485   665,691.178   MT  0.99993836   +1 02 31.9
 FC1252
 FC1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1252!SPC TN       -   0.99996506  x   1.00004998  =   1.00001504
 FC1252!UTM  16      -   0.99996506  x   0.99993836  =   0.99990342
 FC1252
 FC1252|---------------------------------------------------------------------|
 FC1252| PID    Reference Object                     Distance      Geod. Az  |
 FC1252|                                                           dddmmss.s |
 FC1252| FC1253 BRAINERD RM 1                        11.856 METERS 04527     |
 FC1252| FC1249 BRAINERD AZ MK                                     0663631.1 |
 FC1252| FC1251 BRAINERD RM 2                         9.412 METERS 24602     |
 FC1252|---------------------------------------------------------------------|
 FC1252
 FC1252                          SUPERSEDED SURVEY CONTROL
 FC1252
 FC1252  NAD 83(1995)-  35 00 51.11418(N)    085 11 02.51024(W) AD(       ) 2
 FC1252  NAD 83(1995)-  35 00 51.11281(N)    085 11 02.51211(W) AD(       ) 2
 FC1252  NAD 83(1995)-  35 00 51.11337(N)    085 11 02.51016(W) AD(       ) 2
 FC1252  NAD 83(1986)-  35 00 51.11372(N)    085 11 02.50955(W) AD(       ) 2
 FC1252  NAD 27      -  35 00 50.84330(N)    085 11 02.67790(W) AD(       ) 2
 FC1252  NGVD 29 (??/??/92)  252.467  (m)          828.30   (f) ADJ UNCH    2 0
 FC1252
 FC1252.Superseded values are not recommended for survey control.
 FC1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1252.See file dsdata.txt to determine how the superseded data were derived.
 FC1252
 FC1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6569176124(NAD 83)
 FC1252_MARKER: DE = TRAVERSE STATION DISK
 FC1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1252_SP_SET: SQUARE POST
 FC1252_STAMPING: BRAINERD 1961
 FC1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1252+STABILITY: SURFACE MOTION
 FC1252
 FC1252  HISTORY     - Date     Condition        Report By
 FC1252  HISTORY     - 1961     MONUMENTED       CGS
 FC1252  HISTORY     - 1962     GOOD             NGS
 FC1252  HISTORY     - 1964     GOOD             CGS
 FC1252  HISTORY     - 1968     GOOD             CGS
 FC1252  HISTORY     - 1972     GOOD             NGS
 FC1252  HISTORY     - 1972     GOOD             NGS
 FC1252  HISTORY     - 1972     GOOD             NGS
 FC1252  HISTORY     - 1974     GOOD             NGS
 FC1252  HISTORY     - 1978     GOOD             NGS
 FC1252  HISTORY     - 1978     GOOD             NGS
 FC1252  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1252  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1252
 FC1252                          STATION DESCRIPTION
 FC1252
 FC1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1252'THE STATION IS LOCATED ABOUT 8 MILES EAST OF DOWNTOWN CHATTANOOGA,
 FC1252'ABOUT 1/2 MILE SOUTHWEST OF THE JUNCTION OF THE INTERSTATE
 FC1252'HIGHWAY AND EAST BRAINERD ROAD AT THE TOP OF A CUT ON THE NORTH SIDE
 FC1252'OF THE INTERSTATE HIGHWAY.
 FC1252'
 FC1252'TO REACH THE STATION FROM THE ELBERT LONG SCHOOL ON EAST BRAINERD
 FC1252'ROAD, ABOUT 7 MILES EAST OF DOWNTOWN CHATTANOOGA, GO EAST ON EAST
 FC1252'BRAINERD ROAD FOR 0.35 MILE TO ROSE LAWN DRIVE ON THE RIGHT, TURN
 FC1252'RIGHT AND GO 0.1 MILE TO A T JUNCTION, TURN LEFT AND GO 0.2 MILE TO
 FC1252'THE STATION ON THE LEFT.
 FC1252'
 FC1252'THE STATION IS 122 FEET SOUTH OF THE APPROXIMATE CENTER OF AN OILED
 FC1252'ROAD, 115 FEET SOUTH OF POWER POLE Y2040 AND 3.5 FEET SOUTHEAST
 FC1252'OF A METAL WITNESS POST. THE MARK IS SET IN A SQUARE CONCRETE
 FC1252'MONUMENT, FLUSH, AND THE DISK IS STAMPED BRAINERD 1961.
 FC1252'
 FC1252'REFERENCE MARK NO. 1 IS 52 FEET SOUTH OF A 20-INCH OAK TREE. THE MARK
 FC1252'IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS
 FC1252'STAMPED BRAINERD NO 1 1961.
 FC1252'
 FC1252'REFERENCE MARK NO. 2 IS 16 FEET SOUTHWEST OF TWIN PINE TREES. THE
 FC1252'MARK IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS
 FC1252'STAMPED BRAINERD NO 2 1961.
 FC1252'
 FC1252'THE AZIMUTH MARK IS 40 FEET NORTH OF THE APPROXIMATE CENTER OF EAST
 FC1252'BRAINERD ROAD. THE MARK IS SET IN A DRILLED HOLE IN THE FRONT
 FC1252'STEPS TO THE CONCORD BAPTIST CHURCH AND THE DISK IS STAMPED BRAINERD
 FC1252'1961.
 FC1252'
 FC1252'TO REACH THE STATION FROM THE ELBERT LONG SCHOOL GO EAST ON EAST
 FC1252'BRAINERD ROAD FOR 1.0 MILE TO THE CONCORD BAPTIST CHURCH AND
 FC1252'THE AZIMUTH ON THE LEFT.
 FC1252'
 FC1252'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FC1252
 FC1252                          STATION RECOVERY (1962)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1252'1.8 MI SE FROM EAST BRAINERD.
 FC1252'TO REACH THE STATION FROM THE ELBERT LONG SCHOOL ON EAST
 FC1252'BRAINERD ROAD, GO EAST ON EAST BRAINERD ROAD FOR 0.35 MILE TO
 FC1252'ROSE LAWN DRIVE ON THE RIGHT TURN RIGHT AND GO 0.1 MILE TO
 FC1252'A T JUNCTION, TURN LEFT AND GO 0.2 MILE TO THE STATION ON THE
 FC1252'LEFT, 122 FEET SOUTH OF THE APPROXIMATE CENTER OF AN OILED ROAD,
 FC1252'115 FEET SOUTH OF POWER POLE Y2040, 3.5 FEET SOUTHEAST OF A
 FC1252'METAL WITNESS POST.  THE MARK IS SET IN THE TOP OF A SQUARE
 FC1252'POST FLUSH WITH THE GROUND AND IS ABOUT 70 FEET ABOVE THE
 FC1252'LEVEL OF THE INTERSTATE HIGHWAY.
 FC1252
 FC1252                          STATION RECOVERY (1964)
 FC1252
 FC1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1252'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FC1252'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1961
 FC1252'DESCRIPTION IS ADEQUATE.
 FC1252
 FC1252                          STATION RECOVERY (1968)
 FC1252
 FC1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1252'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN
 FC1252'GOOD CONDITION.
 FC1252
 FC1252                          STATION RECOVERY (1972)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1252'GOOD
 FC1252'
 FC1252'BRAINERD
 FC1252'
 FC1252'FOUND BOTH REF. MARKS.  DESCR. GOOD
 FC1252
 FC1252                          STATION RECOVERY (1972)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1252'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FC1252'RECOVERED IN GOOD CONDITION.
 FC1252
 FC1252                          STATION RECOVERY (1972)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1252'RECOVERED IN GOOD CONDITION.
 FC1252
 FC1252                          STATION RECOVERY (1974)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 FC1252'RECOVERED AS DESCRIBED.
 FC1252
 FC1252                          STATION RECOVERY (1978)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 FC1252'STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED IN GOOD
 FC1252'CONDITION.  RM 1 AND THE AZIMUTH MARK WERE NOT SEARCHED FOR THIS
 FC1252'SURVEY.
 FC1252'
 FC1252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1252'1.8 MILES SOUTHEAST OF EAST BRAINERD.
 FC1252
 FC1252                          STATION RECOVERY (1978)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FC1252'RECOVERED IN GOOD CONDITION.
 FC1252
 FC1252                          STATION RECOVERY (1983)
 FC1252
 FC1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1252'SEARCHED FOR, BUT NOT RECOVERED, OLD DESCRIPTION INADEQUATE.
 FC1252
 FC1252                          STATION RECOVERY (1996)
 FC1252
 FC1252'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1249 ***********************************************************************
 FC1249  DESIGNATION -  BRAINERD AZ MK
 FC1249  PID         -  FC1249
 FC1249  STATE/COUNTY-  TN/HAMILTON
 FC1249  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1249
 FC1249                         *CURRENT SURVEY CONTROL
 FC1249  ___________________________________________________________________
 FC1249* NAD 83(1986)-  35 01 05.     (N)    085 10 21.     (W)     SCALED    
 FC1249* NAVD 88     -       215.333  (meters)     706.47   (feet)  ADJUSTED  
 FC1249  ___________________________________________________________________
 FC1249  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1249  DYNAMIC HT  -         215.118 (meters)     705.77  (feet)  COMP
 FC1249  MODELED GRAV-     979,633.0   (mgal)                       NAVD 88
 FC1249
 FC1249  VERT ORDER  -  SECOND    CLASS 0
 FC1249
 FC1249.The horizontal coordinates were scaled from a topographic map and have
 FC1249.an estimated accuracy of +/- 6 seconds.
 FC1249
 FC1249.The orthometric height was determined by differential leveling
 FC1249.and adjusted by the National Geodetic Survey in June 1991..
 FC1249
 FC1249.The geoid height was determined by GEOID03.
 FC1249
 FC1249.The dynamic height is computed by dividing the NAVD 88
 FC1249.geopotential number by the normal gravity value computed on the
 FC1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1249.degrees latitude (g = 980.6199 gals.).
 FC1249
 FC1249.The modeled gravity was interpolated from observed gravity values.
 FC1249
 FC1249;                    North         East    Units  Estimated Accuracy
 FC1249;SPC TN       -    76,290.      675,530.      MT  (+/- 180 meters Scaled)
 FC1249
 FC1249                          SUPERSEDED SURVEY CONTROL
 FC1249
 FC1249  NGVD 29 (??/??/92)  215.351  (m)          706.53   (f) ADJ UNCH    2 0
 FC1249
 FC1249.Superseded values are not recommended for survey control.
 FC1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1249.See file dsdata.txt to determine how the superseded data were derived.
 FC1249
 FC1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD667765(NAD 83)
 FC1249_MARKER: DZ = AZIMUTH MARK DISK
 FC1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1249_SP_SET: STEP
 FC1249_STAMPING: BRAINERD 1961
 FC1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1249
 FC1249  HISTORY     - Date     Condition        Report By
 FC1249  HISTORY     - 1961     MONUMENTED       CGS
 FC1249  HISTORY     - 1962     GOOD             NGS
 FC1249  HISTORY     - 1972     GOOD             NGS
 FC1249  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1249  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1249
 FC1249                          STATION DESCRIPTION
 FC1249
 FC1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1249'1.9 MI SE FROM EAST BRAINERD.
 FC1249'TO REACH THE AZIMUTH FROM THE ELBERT LONG SCHOOL ON EAST BRAINERD
 FC1249'ROAD GO EAST ON EAST BRAINERD ROAD 1 MILE TO THE CONCORD BAPTIST
 FC1249'CHURCH AND THE MARK ON THE LEFT, 40 FEET NORTH OF THE CENTER
 FC1249'OF THE ROAD, 70 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH.
 FC1249'A STANDARD AZIMUTH MARK DISK SET IN A DRILL HOLE IN THE FRONT
 FC1249'STEPS LEADING TO THE CHURCH.
 FC1249
 FC1249                          STATION RECOVERY (1972)
 FC1249
 FC1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1249'RECOVERED IN GOOD CONDITION.
 FC1249
 FC1249                          STATION RECOVERY (1983)
 FC1249
 FC1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1249'NOT RECOVERED, NOT SEARCHED FOR.
 FC1249
 FC1249                          STATION RECOVERY (1996)
 FC1249
 FC1249'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1253 ***********************************************************************
 FC1253  DESIGNATION -  BRAINERD RM 1
 FC1253  PID         -  FC1253
 FC1253  STATE/COUNTY-  TN/HAMILTON
 FC1253  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1253
 FC1253                         *CURRENT SURVEY CONTROL
 FC1253  ___________________________________________________________________
 FC1253* NAD 83(1986)-  35 00 50.     (N)    085 11 02.     (W)     SCALED    
 FC1253* NAVD 88     -       252.964  (meters)     829.93   (feet)  ADJUSTED  
 FC1253  ___________________________________________________________________
 FC1253  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1253  DYNAMIC HT  -         252.712 (meters)     829.11  (feet)  COMP
 FC1253  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 FC1253
 FC1253  VERT ORDER  -  SECOND    CLASS 0
 FC1253
 FC1253.The horizontal coordinates were scaled from a topographic map and have
 FC1253.an estimated accuracy of +/- 6 seconds.
 FC1253
 FC1253.The orthometric height was determined by differential leveling
 FC1253.and adjusted by the National Geodetic Survey in June 1991..
 FC1253
 FC1253.The geoid height was determined by GEOID03.
 FC1253
 FC1253.The dynamic height is computed by dividing the NAVD 88
 FC1253.geopotential number by the normal gravity value computed on the
 FC1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1253.degrees latitude (g = 980.6199 gals.).
 FC1253
 FC1253.The modeled gravity was interpolated from observed gravity values.
 FC1253
 FC1253;                    North         East    Units  Estimated Accuracy
 FC1253;SPC TN       -    75,820.      674,490.      MT  (+/- 180 meters Scaled)
 FC1253
 FC1253                          SUPERSEDED SURVEY CONTROL
 FC1253
 FC1253  NGVD 29 (??/??/92)  252.980  (m)          829.99   (f) ADJ UNCH    2 0
 FC1253
 FC1253.Superseded values are not recommended for survey control.
 FC1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1253.See file dsdata.txt to determine how the superseded data were derived.
 FC1253
 FC1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD657760(NAD 83)
 FC1253_MARKER: DR = REFERENCE MARK DISK
 FC1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1253_STAMPING: BRAINERD NO 1 1961
 FC1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1253+STABILITY: SURFACE MOTION
 FC1253
 FC1253  HISTORY     - Date     Condition        Report By
 FC1253  HISTORY     - 1961     MONUMENTED       CGS
 FC1253  HISTORY     - 1962     GOOD             NGS
 FC1253  HISTORY     - 1972     GOOD             NGS
 FC1253  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1253  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1253
 FC1253                          STATION DESCRIPTION
 FC1253
 FC1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1253'1.8 MI SW FROM EAST BRAINERD.
 FC1253'AT THE BRAINERD STATION SITE, 38.9 FEET NORTHEAST OF STATION,
 FC1253'52 FEET SOUTH OF A 20 INCH OAK TREE, A STANDARD DISK SET IN
 FC1253'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT
 FC1253'70 FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.
 FC1253
 FC1253                          STATION RECOVERY (1972)
 FC1253
 FC1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1253'RECOVERED IN GOOD CONDITION.
 FC1253
 FC1253                          STATION RECOVERY (1983)
 FC1253
 FC1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1253'SEARCHED FOR, BUT NOT RECOVERED, OLD DESCRIPTION INADEQUATE.
 FC1253
 FC1253                          STATION RECOVERY (1996)
 FC1253
 FC1253'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1251 ***********************************************************************
 FC1251  DESIGNATION -  BRAINERD RM 2
 FC1251  PID         -  FC1251
 FC1251  STATE/COUNTY-  TN/HAMILTON
 FC1251  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1251
 FC1251                         *CURRENT SURVEY CONTROL
 FC1251  ___________________________________________________________________
 FC1251* NAD 83(1986)-  35 00 50.     (N)    085 11 02.     (W)     SCALED    
 FC1251* NAVD 88     -       252.882  (meters)     829.66   (feet)  ADJUSTED  
 FC1251  ___________________________________________________________________
 FC1251  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1251  DYNAMIC HT  -         252.630 (meters)     828.84  (feet)  COMP
 FC1251  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 FC1251
 FC1251  VERT ORDER  -  SECOND    CLASS 0
 FC1251
 FC1251.The horizontal coordinates were scaled from a topographic map and have
 FC1251.an estimated accuracy of +/- 6 seconds.
 FC1251
 FC1251.The orthometric height was determined by differential leveling
 FC1251.and adjusted by the National Geodetic Survey in June 1991..
 FC1251
 FC1251.The geoid height was determined by GEOID03.
 FC1251
 FC1251.The dynamic height is computed by dividing the NAVD 88
 FC1251.geopotential number by the normal gravity value computed on the
 FC1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1251.degrees latitude (g = 980.6199 gals.).
 FC1251
 FC1251.The modeled gravity was interpolated from observed gravity values.
 FC1251
 FC1251;                    North         East    Units  Estimated Accuracy
 FC1251;SPC TN       -    75,820.      674,490.      MT  (+/- 180 meters Scaled)
 FC1251
 FC1251                          SUPERSEDED SURVEY CONTROL
 FC1251
 FC1251  NGVD 29 (??/??/92)  252.898  (m)          829.72   (f) ADJ UNCH    2 0
 FC1251
 FC1251.Superseded values are not recommended for survey control.
 FC1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1251.See file dsdata.txt to determine how the superseded data were derived.
 FC1251
 FC1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD657760(NAD 83)
 FC1251_MARKER: DR = REFERENCE MARK DISK
 FC1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1251_STAMPING: BRAINERD NO 2 1961
 FC1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1251+STABILITY: SURFACE MOTION
 FC1251
 FC1251  HISTORY     - Date     Condition        Report By
 FC1251  HISTORY     - 1961     MONUMENTED       CGS
 FC1251  HISTORY     - 1962     GOOD             NGS
 FC1251  HISTORY     - 1972     GOOD             NGS
 FC1251  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1251  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1251
 FC1251                          STATION DESCRIPTION
 FC1251
 FC1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1251'1.8 MI SE FROM EAST BRAINERD.
 FC1251'AT THE BRAINERD STATION SITE, 30.9 FEET SOUTHWEST OF STATION,
 FC1251'16 FEET SOUTHWEST OF TWIN PINE TREES.  A STANDARD REFERENCE
 FC1251'MARK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FC1251'AND IS ABOUT 70 FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.
 FC1251
 FC1251                          STATION RECOVERY (1972)
 FC1251
 FC1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1251'RECOVERED IN GOOD CONDITION.
 FC1251
 FC1251                          STATION RECOVERY (1983)
 FC1251
 FC1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1251'SEARCHED FOR, BUT NOT RECOVERED, OLD DESCRIPTION INADEQUATE.
 FC1251
 FC1251                          STATION RECOVERY (1996)
 FC1251
 FC1251'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1893 ***********************************************************************
 FC1893  DESIGNATION -  BRANNAN
 FC1893  PID         -  FC1893
 FC1893  STATE/COUNTY-  TN/MARION
 FC1893  USGS QUAD   -  MONTEAGLE (1982)
 FC1893
 FC1893                         *CURRENT SURVEY CONTROL
 FC1893  ___________________________________________________________________
 FC1893* NAD 83(1995)-  35 12 30.37825(N)    085 49 02.28877(W)     ADJUSTED  
 FC1893* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 FC1893  ___________________________________________________________________
 FC1893  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FC1893  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC1893
 FC1893  HORZ ORDER  -  SECOND
 FC1893
 FC1893.The horizontal coordinates were established by classical geodetic methods
 FC1893.and adjusted by the National Geodetic Survey in April 1999..
 FC1893
 FC1893.The orthometric height was scaled from a topographic map.
 FC1893
 FC1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1893
 FC1893.The geoid height was determined by GEOID03.
 FC1893
 FC1893;                    North         East     Units Scale Factor Converg.
 FC1893;SPC TN       -    97,109.012   616,635.839   MT  1.00000759   +0 06 25.1
 FC1893;SPC TN       -   318,598.48  2,023,079.42   sFT  1.00000759   +0 06 25.1
 FC1893;UTM  16      - 3,896,799.131   607,651.303   MT  0.99974282   +0 40 55.0
 FC1893
 FC1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1893!SPC TN       -   0.99991819  x   1.00000759  =   0.99992578
 FC1893!UTM  16      -   0.99991819  x   0.99974282  =   0.99966103
 FC1893
 FC1893|---------------------------------------------------------------------|
 FC1893| PID    Reference Object                     Distance      Geod. Az  |
 FC1893|                                                           dddmmss.s |
 FC1893| CG4865 BRANNAN RM 1                         27.931 METERS 00634     |
 FC1893| CG4866 BRANNAN RM 2                         28.481 METERS 08708     |
 FC1893| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX. 4.1 KM 3310155.0 |
 FC1893| FC1349 DOBBINS                             APPROX. 2.3 KM 3420751.4 |
 FC1893| FC1347 BRANNAN AZ MK                                      3455750.9 |
 FC1893|---------------------------------------------------------------------|
 FC1893
 FC1893                          SUPERSEDED SURVEY CONTROL
 FC1893
 FC1893  NAD 83(1995)-  35 12 30.38024(N)    085 49 02.28846(W) AD(       ) 2
 FC1893  NAD 83(1995)-  35 12 30.38051(N)    085 49 02.28922(W) AD(       ) 2
 FC1893  NAD 83(1995)-  35 12 30.38421(N)    085 49 02.28626(W) AD(       ) 2
 FC1893  NAD 83(1986)-  35 12 30.38509(N)    085 49 02.28552(W) AD(       ) 2
 FC1893  NAD 27      -  35 12 30.09200(N)    085 49 02.38140(W) AD(       ) 2
 FC1893
 FC1893.Superseded values are not recommended for survey control.
 FC1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1893.See file dsdata.txt to determine how the superseded data were derived.
 FC1893
 FC1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0765196799(NAD 83)
 FC1893_MARKER: DE = TRAVERSE STATION DISK
 FC1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1893
 FC1893  HISTORY     - Date     Condition        Report By
 FC1893  HISTORY     - 1962     MONUMENTED       CGS
 FC1893  HISTORY     - 1968     GOOD             CGS
 FC1893
 FC1893                          STATION DESCRIPTION
 FC1893
 FC1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1893'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF MARTIN
 FC1893'SPRINGS, 2-1/2 MILES SOUTHEAST OF MOUNTEAGLE, 0.1 MILE EAST OF
 FC1893'U.S. HIGHWAY 41 AND 64 ON A POINT ON THE CUMBERLAND PLATEAU
 FC1893'OVERLOOKING BEAR DEN COVE. THE PROPERTY IS OWNED BY MR.
 FC1893'HERB BRANNAN, POSTMASTER AT MOUNTEAGLE.
 FC1893'
 FC1893'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTEAGLE, GO SOUTHEAST
 FC1893'ON U.S. HIGHWAYS 41 AND 64 FOR 1.85 MILES TO THE AZIMUTH
 FC1893'MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAYS 41 AND 64
 FC1893'FOR 0.4 MILE TO A CROSSROAD, TURN LEFT, EAST, ON A DIRT ROAD
 FC1893'FOR 0.65 MILE TO A T ROAD, TURN RIGHT, SOUTH, FOR 0.05 MILE TO A DIM
 FC1893'SIDE ROAD RIGHT, TURN RIGHT, SOUTHWEST, FOR 0.25 MILE TO A
 FC1893'FORK, TAKE LEFT FORK, SOUTHERLY, FOR 0.3 MILE TO A FORK, TAKE
 FC1893'LEFT FORK, SOUTH, FOR 0.05 MILE TO THE STATION.
 FC1893'
 FC1893'STATION IS 25 FEET SOUTHEAST OF A 8-INCH OAK TREE AND 2.7 FEET EAST
 FC1893'OF A METAL WITNESS POST. THE MARK IS A STANDARD
 FC1893'TRAVERSE DISK SET IN A SQUARE CONCRETE POST, FLUSH AND STAMPED
 FC1893'BRANNAN 1962.
 FC1893'
 FC1893'REFERENCE MARK NO. 1 IS 91.6 FEET SOUTH OF A METAL WITNESS POST, 10
 FC1893'FEET EAST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 3
 FC1893'FEET SOUTH OF A 8-INCH OAK TREE. THE MARK IS A STANDARD DISK SET IN A
 FC1893'SQUARE CONCRETE POST, WHICH PROJECTS 4-INCHES AND STAMPED
 FC1893'BRANNAN NO 1 1962.
 FC1893'
 FC1893'REFERENCE MARK NO. 2 IS 96.1 FEET EAST OF A METAL WITNESS POST. THE
 FC1893'MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 FC1893'WHICH PROJECTS 3-INCHES AND STAMPED BRANNAN NO 2 1962.
 FC1893'
 FC1893'AZIMUTH MARK IS 53 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 FC1893'HIGHWAYS 41 AND 11 AND 1.3 FEET WEST OF A METAL WITNESS
 FC1893'POST. THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FC1893'OUTCROPPING BEDROCK, FLUSH AND STAMPED BRANNAN 1962.
 FC1893'
 FC1893'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FC1893
 FC1893                          STATION RECOVERY (1968)
 FC1893
 FC1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC1893'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC1893'HOWEVER, THE AZIMUTH MARK WOULD BE DESTROYED BY CONSTRUCTION
 FC1893'ALONG INTERSTATE ROUTE 24. THE AZIMUTH MARK DOES NOT NOW, AND NEVER
 FC1893'COULD, HAVE BEEN VISIBLE FROM THE GROUND AT THE STATION SITE,
 FC1893'AS THERE IS ABOUT 0.3 OF A MILE OF DENSE WOODS BETWEEN THE STATION
 FC1893'SITE AND THE SITE OF THE AZIMUTH MARK. THERE IS NOT ANY
 FC1893'AVAILABLE LOCATION FOR AN AZIMUTH MARK THAT COULD BE ATTAINED WITHOUT
 FC1893'CLEARING MANY VALUABLE TIMBER TREES. THE AZIMUTH MARK FOR
 FC1893'THIS STATION WAS A BENCH MARK, AND AFTER TWO TBMS WERE
 FC1893'ESTABLISHED AND THE ELEVATION TRANSFERRED TO THEM, THE ORIGINAL
 FC1893'AZIMUTH MARK WAS DESTROYED AND THE DISK REMOVED.
 FC1893'
 FC1893'THE ORIGINAL STATION TO REACH IS NO LONGER POSSIBLE. FOLLOWING IS A
 FC1893'NEW AND COMPLETE DESCRIPTION.
 FC1893'
 FC1893'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF MARTIN SPRINGS,
 FC1893'2-1/2 MILES SOUTHEAST OF MONTEAGLE, 0.1 OF A MILE EAST OF
 FC1893'INTERSTATE ROUTE 24, AND ON THE PROPERTY OF MR. HERB BRANNAN OF
 FC1893'MONTEAGLE.
 FC1893'
 FC1893'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO
 FC1893'SOUTHEASTERLY ON U.S. HIGHWAYS 41 AND 64 FOR 0.65 MILE TO
 FC1893'SAMPLEY STREET ON THE LEFT. HERE TURN LEFT AND GO EASTERLY ON SAMPLEY
 FC1893'STREET FOR 0.15 MILE TO A GRAVELED T CROSSROAD. HERE TURN
 FC1893'RIGHT AND GO SOUTHERLY ON THIS GRAVELED ROAD FOR 0.5 MILE TO A GRADE
 FC1893'SEPARATION OVERPASS ACROSS THE NORTH BOUND LANES OF
 FC1893'INTERSTATE ROUTE 24, CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 0.25
 FC1893'MILE TO AN ANGLING GRAVELED CROSSROAD. HERE CONTINUE
 FC1893'SOUTHERLY ON THE GRAVELED ROAD FOR 0.1 MILE TO A T ROAD LEFT,
 FC1893'CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 0.95 MILE TO A
 FC1893'DIM WOODS ROAD RIGHT. HERE TURN RIGHT ON THE WOODS ROAD AND GO
 FC1893'SOUTHWESTERLY FOR 0.25 OF A MILE TO A FORK, KEEP LEFT FORK AND GO
 FC1893'SOUTHERLY ON A WOODS ROAD FOR 0.3 MILE TO A DIM TRACK ROAD
 FC1893'LEFT, TURN LEFT ON THIS TRACK ROAD AND GO SOUTHEASTERLY FOR ABOUT
 FC1893'0.05 OF A MILE TO THE STATION.
 FC1893'
 FC1893'THE STATION IS 25 FEET SOUTHEAST OF A 10-INCH WHITE OAK TREE, 4 FEET
 FC1893'EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 0.6 OF A
 FC1893'FOOT NORTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK
 FC1893'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FC1893'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED BRANNAN 1962.
 FC1893'
 FC1893'REFERENCE MARK NO. 1 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC1893'TRACK ROAD, 4 FEET SOUTH OF A 16-INCH, TRIANGLE BLAZED,
 FC1893'CHESTNUT OAK TREE AND 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND
 FC1893'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FC1893'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE DISK
 FC1893'IS STAMPED BRANNAN NO 1 1962.
 FC1893'
 FC1893'REFERENCE MARK NO. 2 IS IN THICK WOODS EAST OF THE STATION AND 0.6 OF
 FC1893'A FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FC1893'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 FC1893'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BRANNAN NO 2 1962
 FC1893'
 FC1893'DUE TO NUMEROUS TREES ON LINE, NO EFFORT WAS MADE TO MEASURE BETWEEN
 FC1893'THE REFERENCE MARKS.
 FC1893'
 FC1893'NOTE- THIS WAS NOT AN OCCUPIED STATION.
 FC1893'
 FC1893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2 MILES
 FC1893'SOUTHEAST OF MONTEAGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1347 ***********************************************************************
 FC1347  DESIGNATION -  BRANNAN AZ MK
 FC1347  PID         -  FC1347
 FC1347  STATE/COUNTY-  TN/MARION
 FC1347  USGS QUAD   -  MONTEAGLE (1982)
 FC1347
 FC1347                         *CURRENT SURVEY CONTROL
 FC1347  ___________________________________________________________________
 FC1347* NAD 83(1986)-  35 13 16.     (N)    085 49 16.     (W)     SCALED    
 FC1347* NAVD 88     -       572.886  (meters)    1879.54   (feet)  ADJUSTED  
 FC1347  ___________________________________________________________________
 FC1347  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1347  DYNAMIC HT  -         572.303 (meters)    1877.63  (feet)  COMP
 FC1347  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 FC1347
 FC1347  VERT ORDER  -  SECOND    CLASS 0
 FC1347
 FC1347.The horizontal coordinates were scaled from a topographic map and have
 FC1347.an estimated accuracy of +/- 6 seconds.
 FC1347
 FC1347.The orthometric height was determined by differential leveling
 FC1347.and adjusted by the National Geodetic Survey in June 1991..
 FC1347
 FC1347.The geoid height was determined by GEOID03.
 FC1347
 FC1347.The dynamic height is computed by dividing the NAVD 88
 FC1347.geopotential number by the normal gravity value computed on the
 FC1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1347.degrees latitude (g = 980.6199 gals.).
 FC1347
 FC1347.The modeled gravity was interpolated from observed gravity values.
 FC1347
 FC1347;                    North         East    Units  Estimated Accuracy
 FC1347;SPC TN       -    98,510.      616,290.      MT  (+/- 180 meters Scaled)
 FC1347
 FC1347                          SUPERSEDED SURVEY CONTROL
 FC1347
 FC1347  NGVD 29 (??/??/92)  572.872  (m)         1879.50   (f) ADJ UNCH    2 0
 FC1347
 FC1347.Superseded values are not recommended for survey control.
 FC1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1347.See file dsdata.txt to determine how the superseded data were derived.
 FC1347
 FC1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD072982(NAD 83)
 FC1347_MARKER: DZ = AZIMUTH MARK DISK
 FC1347_SETTING: 66 = SET IN ROCK OUTCROP
 FC1347_SP_SET: ROCK OUTCROP
 FC1347_STAMPING: BRANNAN 1962
 FC1347_MARK LOGO: CGS   
 FC1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1347+STABILITY: POSITION/ELEVATION WELL
 FC1347
 FC1347  HISTORY     - Date     Condition        Report By
 FC1347  HISTORY     - 1962     MONUMENTED       CGS
 FC1347
 FC1347                          STATION DESCRIPTION
 FC1347
 FC1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1347'1.8 MI SE FROM MONTEAGLE.
 FC1347'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1347'ON U.S. HIGHWAYS 41 AND 64 TO THE MARK SET ON THE RIGHT AT THE
 FC1347'TOP OF CUMBERLAND PLATEAU MOUNTAIN, 53 FEET WEST OF THE
 FC1347'APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 64 AND 1.3 FEET WEST
 FC1347'OF A METAL WITNESS POST.  A STANDARD AZIMUTH MARK DISK DRILLED
 FC1347'IN AN OUTCROP OF BEDROCK FLUSH WITH THE GROUND AND 6 FEET ABOVE
 FC1347'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0300 ***********************************************************************
 GC0300  DESIGNATION -  BRANSFORD
 GC0300  PID         -  GC0300
 GC0300  STATE/COUNTY-  TN/SUMNER
 GC0300  USGS QUAD   -  BETHPAGE (1994)
 GC0300
 GC0300                         *CURRENT SURVEY CONTROL
 GC0300  ___________________________________________________________________
 GC0300* NAD 83(1986)-  36 29 57.     (N)    086 16 39.     (W)     SCALED    
 GC0300* NAVD 88     -       173.486  (meters)     569.18   (feet)  ADJUSTED  
 GC0300  ___________________________________________________________________
 GC0300  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0300  DYNAMIC HT  -         173.346 (meters)     568.72  (feet)  COMP
 GC0300  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GC0300
 GC0300  VERT ORDER  -  SECOND    CLASS 0
 GC0300
 GC0300.The horizontal coordinates were scaled from a topographic map and have
 GC0300.an estimated accuracy of +/- 6 seconds.
 GC0300
 GC0300.The orthometric height was determined by differential leveling
 GC0300.and adjusted by the National Geodetic Survey in June 1991..
 GC0300
 GC0300.The geoid height was determined by GEOID03.
 GC0300
 GC0300.The dynamic height is computed by dividing the NAVD 88
 GC0300.geopotential number by the normal gravity value computed on the
 GC0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0300.degrees latitude (g = 980.6199 gals.).
 GC0300
 GC0300.The modeled gravity was interpolated from observed gravity values.
 GC0300
 GC0300;                    North         East    Units  Estimated Accuracy
 GC0300;SPC TN       -   240,340.      575,140.      MT  (+/- 180 meters Scaled)
 GC0300
 GC0300                          SUPERSEDED SURVEY CONTROL
 GC0300
 GC0300  NGVD 29 (??/??/??)  173.59   (m)          569.5    (f) RESET       3  
 GC0300
 GC0300.Superseded values are not recommended for survey control.
 GC0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0300.See file dsdata.txt to determine how the superseded data were derived.
 GC0300
 GC0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF647395(NAD 83)
 GC0300_MARKER: DD = SURVEY DISK
 GC0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0300_STAMPING: BRANSFORD 1961
 GC0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0300+STABILITY: SURFACE MOTION
 GC0300
 GC0300  HISTORY     - Date     Condition        Report By
 GC0300  HISTORY     - 1961     MONUMENTED       TNHD
 GC0300
 GC0300                          STATION DESCRIPTION
 GC0300
 GC0300'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0300'AT BRANSFORD.
 GC0300'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 10-A, GO
 GC0300'SOUTHEAST ON STATE ROUTE 10-A FOR 0.15 MILE TO THE STATION ON
 GC0300'THE RIGHT.  THE STATION IS 44 FEET NORTHWEST OF THE WEST RAIL OF
 GC0300'THE L AND N RR TRACKS, 32 FEET SOUTHWEST OF THE CENTERLINE OF
 GC0300'STATE ROUTE 10-A, 17 FEET SOUTH OF A WITNESS POST AND SET IN
 GC0300'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2168 ***********************************************************************
 GC2168  DESIGNATION -  BRANSFORD
 GC2168  PID         -  GC2168
 GC2168  STATE/COUNTY-  TN/SUMNER
 GC2168  USGS QUAD   -  BETHPAGE (1994)
 GC2168
 GC2168                         *CURRENT SURVEY CONTROL
 GC2168  ___________________________________________________________________
 GC2168* NAD 83(1995)-  36 29 56.95579(N)    086 16 39.31116(W)     ADJUSTED  
 GC2168* NAVD 88     -       173.3    (meters)     569.     (feet)  VERTCON   
 GC2168  ___________________________________________________________________
 GC2168  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GC2168  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2168
 GC2168  HORZ ORDER  -  SECOND
 GC2168
 GC2168.The horizontal coordinates were established by classical geodetic methods
 GC2168.and adjusted by the National Geodetic Survey in April 1999..
 GC2168
 GC2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2168
 GC2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2168
 GC2168.The geoid height was determined by GEOID03.
 GC2168
 GC2168;                    North         East     Units Scale Factor Converg.
 GC2168;SPC TN       -   240,337.469   575,130.099   MT  1.00001567   -0 09 45.0
 GC2168;SPC TN       -   788,507.18  1,886,906.00   sFT  1.00001567   -0 09 45.0
 GC2168;UTM  16      - 4,039,556.895   564,697.147   MT  0.99965157   +0 25 47.0
 GC2168
 GC2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2168!SPC TN       -   0.99997742  x   1.00001567  =   0.99999309
 GC2168!UTM  16      -   0.99997742  x   0.99965157  =   0.99962900
 GC2168
 GC2168|---------------------------------------------------------------------|
 GC2168| PID    Reference Object                     Distance      Geod. Az  |
 GC2168|                                                           dddmmss.s |
 GC2168| GC0298 BRANSFORD RM 1                       30.047 METERS 04919     |
 GC2168| GC0122 BRANSFORD AZ MK                                    3382006.0 |
 GC2168| GC0299 BRANSFORD RM 2                       15.335 METERS 35725     |
 GC2168|---------------------------------------------------------------------|
 GC2168
 GC2168                          SUPERSEDED SURVEY CONTROL
 GC2168
 GC2168  NAD 83(1995)-  36 29 56.95647(N)    086 16 39.31199(W) AD(       ) 2
 GC2168  NAD 83(1995)-  36 29 56.96404(N)    086 16 39.31466(W) AD(       ) 2
 GC2168  NAD 83(1986)-  36 29 56.96575(N)    086 16 39.31460(W) AD(       ) 2
 GC2168  NAD 27      -  36 29 56.81000(N)    086 16 39.35260(W) AD(       ) 2
 GC2168  NGVD 29 (07/19/86)  173.4    (m)          569.     (f) VERT ANG       
 GC2168
 GC2168.Superseded values are not recommended for survey control.
 GC2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2168.See file dsdata.txt to determine how the superseded data were derived.
 GC2168
 GC2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6469739557(NAD 83)
 GC2168_MARKER: DD = SURVEY DISK
 GC2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2168
 GC2168  HISTORY     - Date     Condition        Report By
 GC2168  HISTORY     - 1961     MONUMENTED       TNHD
 GC2168
 GC2168                          STATION DESCRIPTION
 GC2168
 GC2168'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2168'THE STATION IS LOCATED ABOUT 0.15 MILE EAST OF BRANSFORD.
 GC2168'
 GC2168'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 6 AND STATE
 GC2168'ROUTE NO. 10-A, GO SOUTHEAST ON STATE ROUTE NO. 10-A FOR 0.15 MILE
 GC2168'TO STATION ON THE RIGHT AS DESCRIBED.
 GC2168'
 GC2168'THE STATION IS 44 FEET NORTHWEST OF THE WEST RAIL OF THE RAILROAD
 GC2168'TRACKS, 32 FEET SOUTHWEST OF APPROXIMATE CENTER OF STATE ROUTE
 GC2168'NO. 10-A, AND 17.2 FEET SOUTH OF A WITNESS POST.  SURFACE AND
 GC2168'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2168'DISKS STAMPED BRANSFORD 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC2168'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GC2168'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2168'
 GC2168'REFERENCE MARK NO. 1 IS 64 FEET NE OF APPROXIMATE CENTER OF STATE
 GC2168'ROUTE NO. 10-A AND 44 FEET NW OF THE WEST RAIL OF
 GC2168'RAILROAD TRACKS.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2168'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC2168'DISK IS STAMPED BRANSFORD RM-1 1961.
 GC2168'
 GC2168'REFERENCE MARK NO. 2 IS 50 FEET NORTHWEST OF THE STATION AND IN
 GC2168'SOUTHEAST CORNER OF A BRIDGE ABUTMENT.  THE MARK IS A STANDARD
 GC2168'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED, FLUSH, IN A DRILLED HOLE
 GC2168'IN THE SOUTHEAST CORNER OF A BRIDGE ABUTMENT AND THE DISK IS
 GC2168'STAMPED BRANSFORD RM-2 1961.
 GC2168'
 GC2168'THE AZIMUTH MARK IS 24 FEET NORTHWEST OF APPROXIMATE CENTER OF T
 GC2168'INTERSECTION OF STATE ROUTE NO. 6 AND STATE ROUTE 10-A, 2 FEET
 GC2168'NORTHEAST OF A POWER POLE, 1 FOOT EAST OF A FENCE, AND 1.2 FEET SOUTH
 GC2168'OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2168'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC2168'THE DISK IS STAMPED BRANSFORD AZI 1961.
 GC2168'
 GC2168'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON STATE
 GC2168'ROUTE NO. 10-A FOR 0.15 MILE TO THE JUNCTION OF STATE ROUTE NO. 6
 GC2168'AND THE MARK AS DESCRIBED.
 GC2168'
 GC2168'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 GC2168'
 GC2168'HEIGHT OF LIGHT ABOVE STATION MARK 22.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0122 ***********************************************************************
 GC0122  DESIGNATION -  BRANSFORD AZ MK
 GC0122  PID         -  GC0122
 GC0122  STATE/COUNTY-  TN/SUMNER
 GC0122  USGS QUAD   -  TURNERS STATION (1979)
 GC0122
 GC0122                         *CURRENT SURVEY CONTROL
 GC0122  ___________________________________________________________________
 GC0122* NAD 83(1986)-  36 30 04.     (N)    086 16 43.     (W)     SCALED    
 GC0122* NAVD 88     -       175.174  (meters)     574.72   (feet)  ADJUSTED  
 GC0122  ___________________________________________________________________
 GC0122  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0122  DYNAMIC HT  -         175.034 (meters)     574.26  (feet)  COMP
 GC0122  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GC0122
 GC0122  VERT ORDER  -  SECOND    CLASS 0
 GC0122
 GC0122.The horizontal coordinates were scaled from a topographic map and have
 GC0122.an estimated accuracy of +/- 6 seconds.
 GC0122
 GC0122.The orthometric height was determined by differential leveling
 GC0122.and adjusted by the National Geodetic Survey in June 1991..
 GC0122
 GC0122.The geoid height was determined by GEOID03.
 GC0122
 GC0122.The dynamic height is computed by dividing the NAVD 88
 GC0122.geopotential number by the normal gravity value computed on the
 GC0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0122.degrees latitude (g = 980.6199 gals.).
 GC0122
 GC0122.The modeled gravity was interpolated from observed gravity values.
 GC0122
 GC0122;                    North         East    Units  Estimated Accuracy
 GC0122;SPC TN       -   240,560.      575,040.      MT  (+/- 180 meters Scaled)
 GC0122
 GC0122                          SUPERSEDED SURVEY CONTROL
 GC0122
 GC0122  NGVD 29 (??/??/??)  175.28   (m)          575.1    (f) RESET       3  
 GC0122
 GC0122.Superseded values are not recommended for survey control.
 GC0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0122.See file dsdata.txt to determine how the superseded data were derived.
 GC0122
 GC0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF646397(NAD 83)
 GC0122_MARKER: DZ = AZIMUTH MARK DISK
 GC0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0122_STAMPING: BRANSFORD AZI 1961
 GC0122_MARK LOGO: CGS   
 GC0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0122+STABILITY: SURFACE MOTION
 GC0122
 GC0122  HISTORY     - Date     Condition        Report By
 GC0122  HISTORY     - 1961     MONUMENTED       TNHD
 GC0122  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0122
 GC0122                          STATION DESCRIPTION
 GC0122
 GC0122'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0122'AT BRANSFORD.
 GC0122'THIS MARK IS LOCATED 24 FEET NORTHWEST OF THE CENTER OF T
 GC0122'INTERSECTION OF STATE ROUTE 6 AND STATE ROUTE 10-A, 2 FEET
 GC0122'NORTHEAST OF A POWER POLE, 1 FOOT EAST OF A FENCE, 1.2 FEET
 GC0122'SOUTH OF A WITNESS POST, AND SET IN A 10-INCH SQUARE, FLUSH,
 GC0122'CONCRETE MONUMENT.
 GC0122
 GC0122                          STATION RECOVERY (2002)
 GC0122
 GC0122'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0122'HIGHWAY HAS BEEN MOVED. OLD HIGHWAY HAS BEEN REBUILT AND WIDENED. MARK
 GC0122'PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0298 ***********************************************************************
 GC0298  DESIGNATION -  BRANSFORD RM 1
 GC0298  PID         -  GC0298
 GC0298  STATE/COUNTY-  TN/SUMNER
 GC0298  USGS QUAD   -  BETHPAGE (1994)
 GC0298
 GC0298                         *CURRENT SURVEY CONTROL
 GC0298  ___________________________________________________________________
 GC0298* NAD 83(1986)-  36 29 57.     (N)    086 16 39.     (W)     SCALED    
 GC0298* NAVD 88     -       174.128  (meters)     571.28   (feet)  ADJUSTED  
 GC0298  ___________________________________________________________________
 GC0298  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0298  DYNAMIC HT  -         173.988 (meters)     570.83  (feet)  COMP
 GC0298  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GC0298
 GC0298  VERT ORDER  -  SECOND    CLASS 0
 GC0298
 GC0298.The horizontal coordinates were scaled from a topographic map and have
 GC0298.an estimated accuracy of +/- 6 seconds.
 GC0298
 GC0298.The orthometric height was determined by differential leveling
 GC0298.and adjusted by the National Geodetic Survey in June 1991..
 GC0298
 GC0298.The geoid height was determined by GEOID03.
 GC0298
 GC0298.The dynamic height is computed by dividing the NAVD 88
 GC0298.geopotential number by the normal gravity value computed on the
 GC0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0298.degrees latitude (g = 980.6199 gals.).
 GC0298
 GC0298.The modeled gravity was interpolated from observed gravity values.
 GC0298
 GC0298;                    North         East    Units  Estimated Accuracy
 GC0298;SPC TN       -   240,340.      575,140.      MT  (+/- 180 meters Scaled)
 GC0298
 GC0298                          SUPERSEDED SURVEY CONTROL
 GC0298
 GC0298  NGVD 29 (??/??/92)  174.207  (m)          571.54   (f) ADJ UNCH    2 0
 GC0298
 GC0298.Superseded values are not recommended for survey control.
 GC0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0298.See file dsdata.txt to determine how the superseded data were derived.
 GC0298
 GC0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF647395(NAD 83)
 GC0298_MARKER: DD = SURVEY DISK
 GC0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0298_STAMPING: BRANSFORD RM-1 1961
 GC0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0298+STABILITY: SURFACE MOTION
 GC0298
 GC0298  HISTORY     - Date     Condition        Report By
 GC0298  HISTORY     - 1961     MONUMENTED       TNHD
 GC0298
 GC0298                          STATION DESCRIPTION
 GC0298
 GC0298'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0298'AT BRANSFORD.
 GC0298'THIS MARK IS LOCATED AT THE BRANSFORD 1961 STATION SITE, 64 FEET
 GC0298'NORTHEAST OF CENTERLINE OF STATE ROUTE 10-A, 44 FEET NORTHWEST
 GC0298'OF THE WEST RAIL OF THE L AND N RR TRACKS, 98.6 FEET NORTHEAST
 GC0298'OF THE STATION, AND SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0298'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0299 ***********************************************************************
 GC0299  DESIGNATION -  BRANSFORD RM 2
 GC0299  PID         -  GC0299
 GC0299  STATE/COUNTY-  TN/SUMNER
 GC0299  USGS QUAD   -  BETHPAGE (1994)
 GC0299
 GC0299                         *CURRENT SURVEY CONTROL
 GC0299  ___________________________________________________________________
 GC0299* NAD 83(1986)-  36 29 57.     (N)    086 16 39.     (W)     SCALED    
 GC0299* NAVD 88     -       173.530  (meters)     569.32   (feet)  ADJUSTED  
 GC0299  ___________________________________________________________________
 GC0299  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0299  DYNAMIC HT  -         173.391 (meters)     568.87  (feet)  COMP
 GC0299  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GC0299
 GC0299  VERT ORDER  -  SECOND    CLASS 0
 GC0299
 GC0299.The horizontal coordinates were scaled from a topographic map and have
 GC0299.an estimated accuracy of +/- 6 seconds.
 GC0299
 GC0299.The orthometric height was determined by differential leveling
 GC0299.and adjusted by the National Geodetic Survey in June 1991..
 GC0299
 GC0299.The geoid height was determined by GEOID03.
 GC0299
 GC0299.The dynamic height is computed by dividing the NAVD 88
 GC0299.geopotential number by the normal gravity value computed on the
 GC0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0299.degrees latitude (g = 980.6199 gals.).
 GC0299
 GC0299.The modeled gravity was interpolated from observed gravity values.
 GC0299
 GC0299;                    North         East    Units  Estimated Accuracy
 GC0299;SPC TN       -   240,340.      575,140.      MT  (+/- 180 meters Scaled)
 GC0299
 GC0299                          SUPERSEDED SURVEY CONTROL
 GC0299
 GC0299  NGVD 29 (??/??/92)  173.609  (m)          569.58   (f) ADJ UNCH    2 0
 GC0299
 GC0299.Superseded values are not recommended for survey control.
 GC0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0299.See file dsdata.txt to determine how the superseded data were derived.
 GC0299
 GC0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF647395(NAD 83)
 GC0299_MARKER: DD = SURVEY DISK
 GC0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0299_SP_SET: BRIDGE
 GC0299_STAMPING: BRANSFORD RM-2 1961
 GC0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0299
 GC0299  HISTORY     - Date     Condition        Report By
 GC0299  HISTORY     - 1961     MONUMENTED       TNHD
 GC0299
 GC0299                          STATION DESCRIPTION
 GC0299
 GC0299'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0299'AT BRANSFORD.
 GC0299'THIS MARK IS LOCATED AT THE BRANSFORD 1961 STATION SITE, 50 FEET
 GC0299'NORTHWEST OF THE STATION AND IN THE SOUTHEAST CORNER OF A BRIDGE
 GC0299'ABUTMENT, AND CEMENTED FLUSH IN A DRILLED HOLE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2636 ***********************************************************************
 GB2636  DESIGNATION -  BRANUM
 GB2636  PID         -  GB2636
 GB2636  STATE/COUNTY-  TN/FENTRESS
 GB2636  USGS QUAD   -  SHARP PLACE (1981)
 GB2636
 GB2636                         *CURRENT SURVEY CONTROL
 GB2636  ___________________________________________________________________
 GB2636* NAD 83(1995)-  36 31 12.24934(N)    084 49 04.21280(W)     ADJUSTED  
 GB2636* NAVD 88     -       535.69   (+/-2cm)    1757.5    (feet)  VERTCON   
 GB2636  ___________________________________________________________________
 GB2636  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 GB2636  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GB2636
 GB2636  HORZ ORDER  -  FIRST
 GB2636  VERT ORDER  -  THIRD ? (See Below)
 GB2636
 GB2636.The horizontal coordinates were established by classical geodetic methods
 GB2636.and adjusted by the National Geodetic Survey in April 1999..
 GB2636
 GB2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2636.The vertical order pertains to the NGVD 29 superseded value.
 GB2636
 GB2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2636
 GB2636.The geoid height was determined by GEOID03.
 GB2636
 GB2636;                    North         East     Units Scale Factor Converg.
 GB2636;SPC TN       -   243,262.632   705,883.496   MT  1.00001997   +0 41 31.5
 GB2636;SPC TN       -   798,104.15  2,315,886.10   sFT  1.00001997   +0 41 31.5
 GB2636;UTM  16      - 4,043,849.107   695,387.653   MT  1.00007037   +1 17 56.5
 GB2636
 GB2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2636!SPC TN       -   0.99992048  x   1.00001997  =   0.99994045
 GB2636!UTM  16      -   0.99992048  x   1.00007037  =   0.99999085
 GB2636
 GB2636:                Primary Azimuth Mark                     Grid Az
 GB2636:SPC TN       -  STERNS                                   023 58 48.3
 GB2636:UTM  16      -  STERNS                                   023 22 23.3
 GB2636
 GB2636|---------------------------------------------------------------------|
 GB2636| PID    Reference Object                     Distance      Geod. Az  |
 GB2636|                                                           dddmmss.s |
 GB2636| GB2637 STERNS                              APPROX.11.1 KM 0244019.8 |
 GB2636| DB8816 BRANUM RM 1                          32.565 METERS 04815     |
 GB2636| GB2638 DIRT ROCKHOUSE LOOKOUT TOWER        APPROX. 3.9 KM 0842539.4 |
 GB2636| DB8817 BRANUM RM 2                          20.665 METERS 20950     |
 GB2636| DB8815 BRANUM AZ MK                                       2371852.7 |
 GB2636|---------------------------------------------------------------------|
 GB2636
 GB2636                          SUPERSEDED SURVEY CONTROL
 GB2636
 GB2636  NAD 83(1995)-  36 31 12.24942(N)    084 49 04.21259(W) AD(       ) 1
 GB2636  NAD 83(1995)-  36 31 12.25944(N)    084 49 04.21897(W) AD(       ) 1
 GB2636  NAD 83(1986)-  36 31 12.25931(N)    084 49 04.21889(W) AD(       ) 1
 GB2636  NAD 27      -  36 31 11.99900(N)    084 49 04.43500(W) AD(       ) 1
 GB2636  NGVD 29 (07/19/86)  535.82   (m)         1757.9    (f) LEVELING    3  
 GB2636
 GB2636.Superseded values are not recommended for survey control.
 GB2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2636.See file dsdata.txt to determine how the superseded data were derived.
 GB2636
 GB2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9538843849(NAD 83)
 GB2636_MARKER: DS = TRIANGULATION STATION DISK
 GB2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2636
 GB2636  HISTORY     - Date     Condition        Report By
 GB2636  HISTORY     - 1935     MONUMENTED       CGS
 GB2636  HISTORY     - 1955     GOOD             USGS
 GB2636
 GB2636                          STATION DESCRIPTION
 GB2636
 GB2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2636'THE STATION IS ON THE PROPERTY OF MR. J.M. BRANUM, ABOUT 21-1/2 MILES
 GB2636'S OF MONTICELLO.
 GB2636'
 GB2636'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2636'DISKS SET IN CONCRETE.
 GB2636'
 GB2636'REFERENCE MARK NO. 1 IS NNE OF THE STATION ALONG DIM ROAD AND 10 FEET
 GB2636'NW OF THE CENTER LINE OF SAME, 4 FEET SE OF RAIL FENCE LINE, AND
 GB2636'PROJECTS ABOUT 10 INCHES.
 GB2636'
 GB2636'REFERENCE MARK NO. 2 IS SSW OF THE STATION, ABOUT 27 FEET SE OF THE
 GB2636'CENTER LINE OF DIM ROAD, AND PROJECTS ABOUT 14 INCHES.
 GB2636'
 GB2636'AZIMUTH MARK IS SW OF THE STATION, ALONG ROAD TO THE STATION, AT THE
 GB2636'INTERSECTION OF THE JAMESTOWN-MONTICELLO ROAD AND THE BAYSON ROAD
 GB2636'AND IN THE ACUTE ANGLE MADE BY THE JUNCTION OF SAME, 7 PACES NW OF
 GB2636'THE FORMER AND 5 PACES SE OF THE LATTER, AND PROJECTS ABOUT 8
 GB2636'INCHES.  MARK IS VISIBLE FROM THE GROUND AT THE STATION WITH
 GB2636'CONSIDERABLE CLEARING.
 GB2636'
 GB2636'TO REACH THE STATION FROM JAMESTOWN, GO N FROM THE COURTHOUSE ON
 GB2636'ROUTE 28 FOR 1.95 MILES TO A T-ROAD, RIGHT, AT SIGN PICKETT STATE
 GB2636'FOREST PARK.  TURN RIGHT FOR 1.15 MILES TO Y-INTERSECTION.  KEEP LEFT
 GB2636'AND GO 3.35 MILES TO FORKS.  TAKE LEFT FORK FOR 4.7 MILES TO
 GB2636'FORKS.  TAKE LEFT FORK AND GO 1.0 MILE TO SHARP Y-ROAD RIGHT, AND
 GB2636'DRAW BARS.  THIS POINT IS ABOUT 0.2 MILE BEFORE REACHING TWO LARGE
 GB2636'STONE PILLARS AT THE ENTRANCE TO A C.C.C. CAMP.  TURN RIGHT ON THIS
 GB2636'WOODS ROAD FOR ABOUT 150 FEET TO DIM ROAD LEFT, TURN LEFT FOR ABOUT
 GB2636'60 FEET TO STATION ON RIGHT.  THE STATION MARK IS 30 FEET E OF AN
 GB2636'8-INCH OAK TREE WITH TRIANGULAR BLAZE, 21 FEET ESE OF A 12-INCH PINE
 GB2636'TREE, 21 FEET SE OF A 12-INCH PINE TREE, ABOUT 75 YARDS ESE OF THE
 GB2636'CENTER LINE OF THE MAIN ROAD (JAMESTOWN-MONTICELLO ROAD), ABOUT 50
 GB2636'FEET S OF RAIL FENCE CORNER, AND PROJECTS ABOUT 10 INCHES.
 GB2636'
 GB2636'A 90-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 GB2636
 GB2636                          STATION RECOVERY (1955)
 GB2636
 GB2636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GB2636'STATION WAS FOUND IN GOOD CONDITION BUT THE AZIMUTH MARK HAD BEEN
 GB2636'KNOCKED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2451 ***********************************************************************
 GB2451  DESIGNATION -  BRAYS KNOB
 GB2451  PID         -  GB2451
 GB2451  STATE/COUNTY-  TN/CLAY
 GB2451  USGS QUAD   -  UNION HILL (1968)
 GB2451
 GB2451                         *CURRENT SURVEY CONTROL
 GB2451  ___________________________________________________________________
 GB2451* NAD 83(1995)-  36 36 57.46769(N)    085 40 54.38731(W)     ADJUSTED  
 GB2451* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 GB2451  ___________________________________________________________________
 GB2451  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GB2451  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB2451
 GB2451  HORZ ORDER  -  THIRD
 GB2451
 GB2451.The horizontal coordinates were established by classical geodetic methods
 GB2451.and adjusted by the National Geodetic Survey in April 1999..
 GB2451
 GB2451.The orthometric height was scaled from a topographic map.
 GB2451
 GB2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2451
 GB2451.The geoid height was determined by GEOID03.
 GB2451
 GB2451;                    North         East     Units Scale Factor Converg.
 GB2451;SPC TN       -   253,311.055   628,468.753   MT  1.00004142   +0 11 10.7
 GB2451;SPC TN       -   831,071.35  2,061,901.23   sFT  1.00004142   +0 11 10.7
 GB2451;SPC KY1Z     - 1,031,371.397 1,506,104.175   MT  1.00014456   +0 02 30.8
 GB2451;SPC KY1Z     - 3,383,757.66  4,941,276.78   sFT  1.00014456   +0 02 30.8
 GB2451;SPC KY S     -   531,366.850   506,103.435   MT  1.00002338   +0 02 29.0
 GB2451;SPC KY S     - 1,743,326.07  1,660,441.02   sFT  1.00002338   +0 02 29.0
 GB2451;UTM  16      - 4,053,080.209   617,880.806   MT  0.99977120   +0 47 10.8
 GB2451
 GB2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2451!SPC TN       -   0.99995033  x   1.00004142  =   0.99999175
 GB2451!SPC KY1Z     -   0.99995033  x   1.00014456  =   1.00009488
 GB2451!SPC KY S     -   0.99995033  x   1.00002338  =   0.99997371
 GB2451!UTM  16      -   0.99995033  x   0.99977120  =   0.99972154
 GB2451
 GB2451|---------------------------------------------------------------------|
 GB2451| PID    Reference Object                     Distance      Geod. Az  |
 GB2451|                                                           dddmmss.s |
 GB2451| CG4868 BRAYS KNOB RM 1                       4.355 METERS 10813     |
 GB2451| CG4869 BRAYS KNOB RM 2                       7.809 METERS 21549     |
 GB2451| GB2456 SUGAR                               APPROX. 6.2 KM 2903323.8 |
 GB2451|---------------------------------------------------------------------|
 GB2451
 GB2451                          SUPERSEDED SURVEY CONTROL
 GB2451
 GB2451  NAD 83(1995)-  36 36 57.46783(N)    085 40 54.38797(W) AD(       ) 3
 GB2451  NAD 83(1995)-  36 36 57.47776(N)    085 40 54.39141(W) AD(       ) 3
 GB2451  NAD 83(1986)-  36 36 57.47801(N)    085 40 54.39220(W) AD(       ) 3
 GB2451  NAD 27      -  36 36 57.26700(N)    085 40 54.48300(W) AD(       ) 3
 GB2451
 GB2451.Superseded values are not recommended for survey control.
 GB2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2451.See file dsdata.txt to determine how the superseded data were derived.
 GB2451
 GB2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1788153080(NAD 83)
 GB2451_MARKER: DS = TRIANGULATION STATION DISK
 GB2451_SETTING: 66 = SET IN ROCK OUTCROP
 GB2451
 GB2451  HISTORY     - Date     Condition        Report By
 GB2451  HISTORY     - 1950     MONUMENTED       CGS
 GB2451
 GB2451                          STATION DESCRIPTION
 GB2451
 GB2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2451'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF TOMPKINSVILLE, KY.
 GB2451'AND 3 MILES NORTHWEST OF MOSS, TENN. ON THE HIGHEST POINT OF A WOODED
 GB2451'HILL KNOWN LOCALLY AS BRAYS KNOB AND IS ON PROPERTY OWNED BY MR. O.
 GB2451'DENTON.  IT IS 30 FEET NORTH OF A 10 INCH OAK TREE WITH A TRIANGLE
 GB2451'BLAZE ON THE NORTH SIDE, 22 FEET NORTHWEST OF A 10 INCH HICKORY TREE
 GB2451'WITH A TRIANGLE BLAZE ON THE NORTHWEST SIDE AND 9 FEET SOUTHEAST
 GB2451'OF A 4 INCH HICKORY TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE.
 GB2451'THE DISK IS FLUSH IN BEDROCK WHICH PROJECTS ABOUT 18 INCHES AND THE
 GB2451'DISK IS STAMPED BRAYS KNOB 1950.
 GB2451'
 GB2451'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF A 10 INCH HICKORY TREE WITH
 GB2451'A TRIANGLE BLAZE ON THE NORTHWEST SIDE.  THE DISK IS FLUSH IN
 GB2451'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 24 INCHES AND IS STAMPED
 GB2451'BRAYS KNOB NO 1 1950.
 GB2451'
 GB2451'REFERENCE MARK NO. 2 IS 5 FEET NORTHWEST OF A 10 INCH OAK TREE WITH A
 GB2451'TRIANGLE BLAZE ON THE NORTHWEST SIDE.  THE DISK IS FLUSH IN
 GB2451'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 24 INCHES AND IS STAMPED
 GB2451'BRAYS KNOB NO 2 1950.
 GB2451'
 GB2451'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 GB2451'
 GB2451'TO REACH THE STATION FROM THE JUNCTION OF TENNESSEE STATE HIGHWAYS 51
 GB2451'AND 52, ABOUT 0.5 MILE NORTHWEST OF MOSS, GO NORTHWEST ON
 GB2451'HIGHWAY 52 FOR 3.35 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO
 GB2451'NORTHWEST ON GRAVEL ROAD FOR 0.4 MILE TO A FORK, KEEP RIGHT FORK
 GB2451'AND GO NORTH FOR 0.55 MILE TO END OF GRAVEL ROAD AND THE HOME OF MR.
 GB2451'DENTON, THIS IS THE END OF TRUCK TRAVEL, FROM THIS POINT PACK IN A
 GB2451'NORTHEASTERLY DIRECTION FOR ABOUT 0.5 MILE TO THE TOP OF THE HILL AND
 GB2451'STATION AS DESCRIBED.
 GB2451'
 GB2451'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0672 ***********************************************************************
 FD0672  DESIGNATION -  BREAK
 FD0672  PID         -  FD0672
 FD0672  STATE/COUNTY-  TN/WILLIAMSON
 FD0672  USGS QUAD   -  FRANKLIN (1981)
 FD0672
 FD0672                         *CURRENT SURVEY CONTROL
 FD0672  ___________________________________________________________________
 FD0672* NAD 83(1995)-  35 57 37.01679(N)    086 50 27.52444(W)     ADJUSTED  
 FD0672* NAVD 88     -       231.903  (meters)     760.84   (feet)  ADJUSTED  
 FD0672  ___________________________________________________________________
 FD0672  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FD0672  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0672  DYNAMIC HT  -         231.700 (meters)     760.17  (feet)  COMP
 FD0672  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FD0672
 FD0672  HORZ ORDER  -  SECOND
 FD0672  VERT ORDER  -  FIRST     CLASS II
 FD0672
 FD0672.The horizontal coordinates were established by classical geodetic methods
 FD0672.and adjusted by the National Geodetic Survey in April 1999..
 FD0672
 FD0672.The orthometric height was determined by differential leveling
 FD0672.and adjusted by the National Geodetic Survey in June 1991..
 FD0672.WARNING-Repeat measurements at this control monument indicate possible
 FD0672.vertical movement.
 FD0672
 FD0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0672
 FD0672.The geoid height was determined by GEOID03.
 FD0672
 FD0672.The dynamic height is computed by dividing the NAVD 88
 FD0672.geopotential number by the normal gravity value computed on the
 FD0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0672.degrees latitude (g = 980.6199 gals.).
 FD0672
 FD0672.The modeled gravity was interpolated from observed gravity values.
 FD0672
 FD0672;                    North         East     Units Scale Factor Converg.
 FD0672;SPC TN       -   180,834.581   524,140.893   MT  0.99995082   -0 29 32.4
 FD0672;SPC TN       -   593,288.12  1,719,618.91   sFT  0.99995082   -0 29 32.4
 FD0672;UTM  16      - 3,979,554.895   514,339.373   MT  0.99960253   +0 05 36.2
 FD0672
 FD0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0672!SPC TN       -   0.99996812  x   0.99995082  =   0.99991895
 FD0672!UTM  16      -   0.99996812  x   0.99960253  =   0.99957067
 FD0672
 FD0672|---------------------------------------------------------------------|
 FD0672| PID    Reference Object                     Distance      Geod. Az  |
 FD0672|                                                           dddmmss.s |
 FD0672| CG4871 BREAK RM 1                           18.265 METERS 02823     |
 FD0672| CG4872 BREAK RM 2                           10.548 METERS 20514     |
 FD0672| CG4870 BREAK AZ MK                                        2140606.5 |
 FD0672|---------------------------------------------------------------------|
 FD0672
 FD0672                          SUPERSEDED SURVEY CONTROL
 FD0672
 FD0672  NAD 83(1995)-  35 57 37.01963(N)    086 50 27.52581(W) AD(       ) 2
 FD0672  NAD 83(1986)-  35 57 37.02764(N)    086 50 27.52714(W) AD(       ) 2
 FD0672  NAD 27      -  35 57 36.79890(N)    086 50 27.51670(W) AD(       ) 2
 FD0672  NGVD 29 (??/??/??)  231.89   (m)          760.8    (f) RESET       3  
 FD0672
 FD0672.Superseded values are not recommended for survey control.
 FD0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0672.See file dsdata.txt to determine how the superseded data were derived.
 FD0672
 FD0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1433979555(NAD 83)
 FD0672_MARKER: DD = SURVEY DISK
 FD0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0672_STAMPING: BREAK 1963
 FD0672_MARK LOGO: TNHD  
 FD0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0672+STABILITY: SURFACE MOTION
 FD0672
 FD0672  HISTORY     - Date     Condition        Report By
 FD0672  HISTORY     - 1963     MONUMENTED       TNHD
 FD0672  HISTORY     - 1963     GOOD             TNHD
 FD0672  HISTORY     - 1984     GOOD             NGS
 FD0672
 FD0672                          STATION DESCRIPTION
 FD0672
 FD0672'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0672'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF FRANKLIN.
 FD0672'
 FD0672'TO REACH THE STATION FROM THE HARPETH RIVER BRIDGE IN THE NORTHEAST
 FD0672'SECTION OF FRANKLIN, GO
 FD0672'NORTHEAST ON U S HIGHWAY 31 FOR 2.6 MILES TO THE AZIMUTH
 FD0672'MARK ON THE LEFT, CONTINUE FOR
 FD0672'0.2 MILE TO THE STATION ON THE RIGHT.
 FD0672'
 FD0672'THE STATION IS 27 FEET EAST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0672'31, 22 FEET NORTH OF THE
 FD0672'APPROXIMATE CENTER OF LEON V CARROLLS DRIVEWAY, 3
 FD0672'FEET WEST OF A WIRE FENCE AND 2.3
 FD0672'FEET WEST OF A WITNESS POST.  THE
 FD0672'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD0672'HIGHWAY
 FD0672'DEPARTMENT DISKS AND ARE STAMPED BREAK 1963.  THE UNDERGROUND MARK IS
 FD0672'ABOUT 30 INCHES
 FD0672'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 FD0672'10-INCH SQUARE, FLUSH, CONCRETE
 FD0672'MONUMENT.
 FD0672'
 FD0672'REFERENCE MARK NO 1 IS 44 FEET SOUTHEAST OF POWER POLE NO 7410, 29
 FD0672'FEET EAST OF THE
 FD0672'APPROXIMATE CENTER OF U S HIGHWAY 31 AND 2 FEET SOUTHWEST OF A
 FD0672'FENCE CORNER.  IT IS A
 FD0672'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0672'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0672'MONUMENT AND THE DISK IS STAMPED
 FD0672'BREAK RM-1 1963.
 FD0672'
 FD0672'REFERENCE MARK NO 2 IS 29 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0672'HIGHWAY 31, 13
 FD0672'FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY OF
 FD0672'LEON V CARROLL, 11 FEET SOUTHWEST
 FD0672'OF A GATE POST AND 7 FEET NORTHWEST
 FD0672'OF A UTILITY POLE.  IT IS A STANDARD TENNESSEE
 FD0672'HIGHWAY DEPARTMENT
 FD0672'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD0672'DISK IS STAMPED
 FD0672'BREAK RM-2 1963.
 FD0672'
 FD0672'THE AZIMUTH MARK IS 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 FD0672'CLINT COOKS DRIVEWAY, 30
 FD0672'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0672'31, 2.1 FEET NORTH OF A WITNESS
 FD0672'POST AND 2 FEET NORTH OF TELEPHONE
 FD0672'POLE NO 6.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0672'DISK SET IN A 10-INCH
 FD0672'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BREAK
 FD0672'AZI 1963.
 FD0672'
 FD0672'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 FD0672
 FD0672                          STATION RECOVERY (1963)
 FD0672
 FD0672'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0672'3 MI NE FROM FRANKLIN.
 FD0672'FROM THE HARPETH RIVER BRIDGE IN THE NORTHEAST SECTION OF FRANKLIN
 FD0672'GO NORTHEAST ON U.S. HIGHWAY 31 FOR 2.8 MILES TO THE STATION ON
 FD0672'THE RIGHT.  IT IS 27 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 FD0672'31, 22 FEET NORTH OF THE CENTER LINE OF LEON V. CARROLLS DRIVEWAY,
 FD0672'3 FEET WEST OF A WIRE FENCE AND 2.3 FEET WEST OF A WITNESS POST.
 FD0672'IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0672
 FD0672                          STATION RECOVERY (1984)
 FD0672
 FD0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0672'RECOVERED IN GOOD CONDITION.  NOTE, WIRE FENCE IS GONE AND A NEW
 FD0672'ENTRANCE HAS BEEN CONSTRUCTED AND NOW LEADS TO MR. MORRIS SOUTHHALLS
 FD0672'RESIDENCE.  NO WITNESS POST AT STATION SITE DUE TO LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0670 ***********************************************************************
 FD0670  DESIGNATION -  BREAK AZ MK
 FD0670  PID         -  FD0670
 FD0670  STATE/COUNTY-  TN/WILLIAMSON
 FD0670  USGS QUAD   -  FRANKLIN (1981)
 FD0670
 FD0670                         *CURRENT SURVEY CONTROL
 FD0670  ___________________________________________________________________
 FD0670* NAD 83(1986)-  35 57 27.     (N)    086 50 36.     (W)     SCALED    
 FD0670* NAVD 88     -       227.431  (meters)     746.16   (feet)  ADJUSTED  
 FD0670  ___________________________________________________________________
 FD0670  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0670  DYNAMIC HT  -         227.232 (meters)     745.51  (feet)  COMP
 FD0670  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FD0670
 FD0670  VERT ORDER  -  SECOND    CLASS 0
 FD0670
 FD0670.The horizontal coordinates were scaled from a topographic map and have
 FD0670.an estimated accuracy of +/- 6 seconds.
 FD0670
 FD0670.The orthometric height was determined by differential leveling
 FD0670.and adjusted by the National Geodetic Survey in June 1991..
 FD0670
 FD0670.The geoid height was determined by GEOID03.
 FD0670
 FD0670.The dynamic height is computed by dividing the NAVD 88
 FD0670.geopotential number by the normal gravity value computed on the
 FD0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0670.degrees latitude (g = 980.6199 gals.).
 FD0670
 FD0670.The modeled gravity was interpolated from observed gravity values.
 FD0670
 FD0670;                    North         East    Units  Estimated Accuracy
 FD0670;SPC TN       -   180,530.      523,930.      MT  (+/- 180 meters Scaled)
 FD0670
 FD0670                          SUPERSEDED SURVEY CONTROL
 FD0670
 FD0670  NGVD 29 (??/??/??)  227.42   (m)          746.1    (f) RESET       3  
 FD0670
 FD0670.Superseded values are not recommended for survey control.
 FD0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0670.See file dsdata.txt to determine how the superseded data were derived.
 FD0670
 FD0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE141792(NAD 83)
 FD0670_MARKER: DD = SURVEY DISK
 FD0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0670_STAMPING: BREAK AZI 1963
 FD0670_MARK LOGO: TNHD  
 FD0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0670+STABILITY: SURFACE MOTION
 FD0670
 FD0670  HISTORY     - Date     Condition        Report By
 FD0670  HISTORY     - 1963     MONUMENTED       TNHD
 FD0670  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0670
 FD0670                          STATION DESCRIPTION
 FD0670
 FD0670'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0670'2.6 MI NE FROM FRANKLIN.
 FD0670'FROM THE HARPETH RIVER BRIDGE IN THE NORTHEAST SECTION OF
 FD0670'FRANKLIN, GO NORTHEAST ON U.S. HIGHWAY 31 FOR 2.6 MILES TO THE
 FD0670'AZIMUTH ON THE LEFT.  IT IS 63 FEET SOUTHWEST OF THE CENTER LINE
 FD0670'OF CLINT COOKS DRIVEWAY, 30 FEET NORTHWEST OF THE CENTER LINE OF
 FD0670'U.S. HIGHWAY 31, 2.1 FEET NORTH OF A WITNESS POST AND 2 FEET
 FD0670'NORTH OF TELEPHONE POLE NO. 6.  IT IS SET IN A 10-INCH SQUARE,
 FD0670'FLUSH, CONCRETE MONUMENT.
 FD0670
 FD0670                          STATION RECOVERY (1984)
 FD0670
 FD0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0670'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0673 ***********************************************************************
 FD0673  DESIGNATION -  BREAK RM 1
 FD0673  PID         -  FD0673
 FD0673  STATE/COUNTY-  TN/WILLIAMSON
 FD0673  USGS QUAD   -  FRANKLIN (1981)
 FD0673
 FD0673                         *CURRENT SURVEY CONTROL
 FD0673  ___________________________________________________________________
 FD0673* NAD 83(1986)-  35 57 36.     (N)    086 50 25.     (W)     SCALED    
 FD0673* NAVD 88     -       232.274  (meters)     762.05   (feet)  ADJUSTED  
 FD0673  ___________________________________________________________________
 FD0673  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0673  DYNAMIC HT  -         232.071 (meters)     761.39  (feet)  COMP
 FD0673  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FD0673
 FD0673  VERT ORDER  -  FIRST     CLASS II
 FD0673
 FD0673.The horizontal coordinates were scaled from a topographic map and have
 FD0673.an estimated accuracy of +/- 6 seconds.
 FD0673
 FD0673.The orthometric height was determined by differential leveling
 FD0673.and adjusted by the National Geodetic Survey in June 1991..
 FD0673
 FD0673.The geoid height was determined by GEOID03.
 FD0673
 FD0673.The dynamic height is computed by dividing the NAVD 88
 FD0673.geopotential number by the normal gravity value computed on the
 FD0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0673.degrees latitude (g = 980.6199 gals.).
 FD0673
 FD0673.The modeled gravity was interpolated from observed gravity values.
 FD0673
 FD0673;                    North         East    Units  Estimated Accuracy
 FD0673;SPC TN       -   180,800.      524,200.      MT  (+/- 180 meters Scaled)
 FD0673
 FD0673                          SUPERSEDED SURVEY CONTROL
 FD0673
 FD0673  NGVD 29 (??/??/??)  232.26   (m)          762.0    (f) RESET       3  
 FD0673
 FD0673.Superseded values are not recommended for survey control.
 FD0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0673.See file dsdata.txt to determine how the superseded data were derived.
 FD0673
 FD0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE144795(NAD 83)
 FD0673_MARKER: DD = SURVEY DISK
 FD0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0673_STAMPING: BREAK RM 1 1963
 FD0673_MARK LOGO: TNHD  
 FD0673_PROJECTION: FLUSH
 FD0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0673+STABILITY: SURFACE MOTION
 FD0673
 FD0673  HISTORY     - Date     Condition        Report By
 FD0673  HISTORY     - 1963     MONUMENTED       TNHD
 FD0673  HISTORY     - 1984     GOOD             NGS
 FD0673
 FD0673                          STATION DESCRIPTION
 FD0673
 FD0673'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0673'3 MI NE FROM FRANKLIN.
 FD0673'THE MARK IS LOCATED AT THE BREAK 1963 STATION SITE, 44 FEET
 FD0673'SOUTHEAST OF A POWER POLE NO. 7410, 29 FEET EAST OF THE CENTER
 FD0673'LINE OF U.S. HIGHWAY 31 AND 2 FEET SOUTHWEST OF A FENCE CORNER.
 FD0673'IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0673
 FD0673                          STATION RECOVERY (1984)
 FD0673
 FD0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0673'RECOVERED IN GOOD CONDITION.  NOTE, 0.61 METERS (2.0 FT)
 FD0673'SOUTH-SOUTHWEST OF AN EAST-WEST FENCE LINE CORNER FENCE POST.
 FD0673'THE MARK IS 0.61 METERS  SSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0671 ***********************************************************************
 FD0671  DESIGNATION -  BREAK RM 2
 FD0671  PID         -  FD0671
 FD0671  STATE/COUNTY-  TN/WILLIAMSON
 FD0671  USGS QUAD   -  FRANKLIN (1981)
 FD0671
 FD0671                         *CURRENT SURVEY CONTROL
 FD0671  ___________________________________________________________________
 FD0671* NAD 83(1986)-  35 57 37.     (N)    086 50 28.     (W)     SCALED    
 FD0671* NAVD 88     -       231.558  (meters)     759.70   (feet)  ADJUSTED  
 FD0671  ___________________________________________________________________
 FD0671  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0671  DYNAMIC HT  -         231.355 (meters)     759.04  (feet)  COMP
 FD0671  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 FD0671
 FD0671  VERT ORDER  -  SECOND    CLASS 0
 FD0671
 FD0671.The horizontal coordinates were scaled from a topographic map and have
 FD0671.an estimated accuracy of +/- 6 seconds.
 FD0671
 FD0671.The orthometric height was determined by differential leveling
 FD0671.and adjusted by the National Geodetic Survey in June 1991..
 FD0671
 FD0671.The geoid height was determined by GEOID03.
 FD0671
 FD0671.The dynamic height is computed by dividing the NAVD 88
 FD0671.geopotential number by the normal gravity value computed on the
 FD0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0671.degrees latitude (g = 980.6199 gals.).
 FD0671
 FD0671.The modeled gravity was interpolated from observed gravity values.
 FD0671
 FD0671;                    North         East    Units  Estimated Accuracy
 FD0671;SPC TN       -   180,830.      524,130.      MT  (+/- 180 meters Scaled)
 FD0671
 FD0671                          SUPERSEDED SURVEY CONTROL
 FD0671
 FD0671  NGVD 29 (??/??/??)  231.55   (m)          759.7    (f) RESET       3  
 FD0671
 FD0671.Superseded values are not recommended for survey control.
 FD0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0671.See file dsdata.txt to determine how the superseded data were derived.
 FD0671
 FD0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE143795(NAD 83)
 FD0671_MARKER: DD = SURVEY DISK
 FD0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0671_STAMPING: BREAK RM 2 1963
 FD0671_MARK LOGO: TNHD  
 FD0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0671+STABILITY: SURFACE MOTION
 FD0671
 FD0671  HISTORY     - Date     Condition        Report By
 FD0671  HISTORY     - 1963     MONUMENTED       TNHD
 FD0671  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0671
 FD0671                          STATION DESCRIPTION
 FD0671
 FD0671'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0671'3 MI NE FROM FRANKLIN.
 FD0671'THE MARK IS LOCATED AT THE BREAK 1963 STATION SITE, 29 FEET
 FD0671'EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 13 FEET SOUTH OF THE
 FD0671'CENTER LINE OF A DRIVEWAY OF LEON V. CARROLL, 11 FEET SOUTHWEST
 FD0671'OF A GATE POST AND 7 FEET NORTHWEST OF A UTILITY POLE.  IT IS
 FD0671'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0671
 FD0671                          STATION RECOVERY (1984)
 FD0671
 FD0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0671'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2310 ***********************************************************************
 GC2310  DESIGNATION -  BRENTWOOD
 GC2310  PID         -  GC2310
 GC2310  STATE/COUNTY-  TN/DAVIDSON
 GC2310  USGS QUAD   -  OAK HILL (1968)
 GC2310
 GC2310                         *CURRENT SURVEY CONTROL
 GC2310  ___________________________________________________________________
 GC2310* NAD 83(1995)-  36 02 15.06236(N)    086 46 49.57879(W)     ADJUSTED  
 GC2310* NAVD 88     -       293.5    (meters)     963.     (feet)  VERTCON   
 GC2310  ___________________________________________________________________
 GC2310  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GC2310  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC2310
 GC2310  HORZ ORDER  -  SECOND
 GC2310
 GC2310.The horizontal coordinates were established by classical geodetic methods
 GC2310.and adjusted by the National Geodetic Survey in April 1999..
 GC2310
 GC2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2310
 GC2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2310
 GC2310.The geoid height was determined by GEOID03.
 GC2310
 GC2310;                    North         East     Units Scale Factor Converg.
 GC2310;SPC TN       -   189,358.569   529,670.059   MT  0.99995468   -0 27 24.8
 GC2310;SPC TN       -   621,253.91  1,737,759.19   sFT  0.99995468   -0 27 24.8
 GC2310;UTM  16      - 3,988,131.982   519,779.189   MT  0.99960482   +0 07 45.0
 GC2310
 GC2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2310!SPC TN       -   0.99995849  x   0.99995468  =   0.99991317
 GC2310!UTM  16      -   0.99995849  x   0.99960482  =   0.99956333
 GC2310
 GC2310:                Primary Azimuth Mark                     Grid Az
 GC2310:SPC TN       -  HAILEY AZ MK                             015 36 15.8
 GC2310:UTM  16      -  HAILEY AZ MK                             015 01 06.0
 GC2310
 GC2310|---------------------------------------------------------------------|
 GC2310| PID    Reference Object                     Distance      Geod. Az  |
 GC2310|                                                           dddmmss.s |
 GC2310| GC0675 HAILEY AZ MK                        APPROX. 2.0 KM 0150851.0 |
 GC2310| GC2312 BRENTWOOD 2                           9.149 METERS 18037     |
 GC2310| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX. 4.5 KM 1920722.6 |
 GC2310| GC0682 SMYRNA                              APPROX. 1.9 KM 1920951.7 |
 GC2310| GC2313 BRENTWOOD RM 1                       17.331 METERS 22621     |
 GC2310| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX. 4.6 KM 2833939.0 |
 GC2310| GC0677 BRENTWOOD AZ MK                     453.212 METERS 2960347.9 |
 GC2310| GC2311 2436                                  6.114 METERS 31521     |
 GC2310|---------------------------------------------------------------------|
 GC2310
 GC2310                          SUPERSEDED SURVEY CONTROL
 GC2310
 GC2310  NAD 83(1995)-  36 02 15.06495(N)    086 46 49.58044(W) AD(       ) 2
 GC2310  NAD 83(1995)-  36 02 15.06572(N)    086 46 49.58003(W) AD(       ) 2
 GC2310  NAD 83(1986)-  36 02 15.07283(N)    086 46 49.58163(W) AD(       ) 2
 GC2310  NAD 27      -  36 02 14.85380(N)    086 46 49.58220(W) AD(       ) 2
 GC2310  NGVD 29 (07/19/86)  293.5    (m)          963.     (f) VERT ANG       
 GC2310
 GC2310.Superseded values are not recommended for survey control.
 GC2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2310.See file dsdata.txt to determine how the superseded data were derived.
 GC2310
 GC2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1977988132(NAD 83)
 GC2310_MARKER: DE = TRAVERSE STATION DISK
 GC2310_SETTING: 66 = SET IN ROCK OUTCROP
 GC2310_SP_SET: SET IN BEDROCK
 GC2310_MARK LOGO: CGS   
 GC2310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2310+STABILITY: POSITION/ELEVATION WELL
 GC2310
 GC2310  HISTORY     - Date     Condition        Report By
 GC2310  HISTORY     - 1960     MONUMENTED       CGS
 GC2310  HISTORY     - 1963     GOOD             CGS
 GC2310  HISTORY     - 1977     GOOD             NGS
 GC2310
 GC2310                          STATION DESCRIPTION
 GC2310
 GC2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 GC2310'THE STATION IS ON THE SUMMIT OF A HEAVILY WOODED HILL, LOCATED ABOUT
 GC2310'8.5 MILES SOUTH OF NASHVILLE, 0.4 MILE EAST OF THE POST OFFICE
 GC2310'IN BRENTWOOD, 0.3 MILE SOUTHEAST OF U.S. HIGHWAY 31, AND ON THE
 GC2310'PROPERTY OF IDA B. BRADFORD.
 GC2310'
 GC2310'TO REACH THE STATION FROM THE POST OFFICE IN BRENTWOOD, GO NORTH ON
 GC2310'U.S. HIGHWAY 31 FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 GC2310'EAST, CROSSING A BRIDGE, THEN RIGHT, SOUTH, ON WILSON PK. FOR 0.15
 GC2310'MILE TO A SIDE ROAD LEFT. TURN LEFT, EAST, THEN SOUTH ON A PAVED
 GC2310'ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT. TURN LEFT, EAST, ON A DIRT
 GC2310'ROAD AND GO 0.2 MILE TO A HOUSE ON THE RIGHT AND THE END OF
 GC2310'TRUCK TRAVEL. THE STATION IS ON THE SUMMIT OF THE HILL TO THE NORTH
 GC2310'AND IS ABOUT A 5 MINUTE PACK FROM THIS POINT. WITH A 4-WHEEL DRIVE
 GC2310'VEHICLE, CONTINUE EAST TO A WIRE FENCE, CROSS THE FENCE THEN
 GC2310'TURN SHARP LEFT, NORTH, AND GO UP THE HILL THROUGH THE WOODS TO THE
 GC2310'HIGHEST POINT AND THE STATION AS DESCRIBED.
 GC2310'
 GC2310'THE STATION MARK, A STANDARD TRAVERSE DISK STAMPED BRENTWOOD 1960, IS
 GC2310'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ABOUT 8 INCHES BELOW THE
 GC2310'SURFACE. IT IS 30 FEET NORTH OF AN EAST-WEST FENCE AND 2.5 FEET NORTH
 GC2310'OF A METAL WITNESS POST AND CAIRN
 GC2310'
 GC2310'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRENTWOOD NO. 1 1960,
 GC2310'IS SECURED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS ABOUT
 GC2310'12 INCHES. IT IS 14 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 GC2310'
 GC2310'2436 (TENN. GEOD. S.) IS A COAST AND GEODETIC AND STATE SURVEY DISK
 GC2310'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GC2310'ABOUT 4 INCHES AND IS STAMPED 2436.
 GC2310'
 GC2310'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRENTWOOD 1960, IS SET IN
 GC2310'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH. IT IS
 GC2310'44 FEET NORTH OF A POWERLINE POLE WITH A SMALL TRIANGLE BLAZE, 23
 GC2310'FEET WEST OF THE CENTER OF WILSON PK.  AND 2 FEET SOUTHEAST OF A
 GC2310'WITNESS SIGN.
 GC2310'
 GC2310'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BRENTWOOD, GO NORTH
 GC2310'ON U.S. HIGHWAY 31 FOR 0.1 MILE TO A SIDE ROAD RIGHT. TURN RIGHT,
 GC2310'EAST, CROSSING A BRIDGE, THEN LEFT, NORTH, ON WILSON PK. FOR 0.1 MILE
 GC2310'TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2310'
 GC2310'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GC2310'
 GC2310'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2310
 GC2310                          STATION RECOVERY (1963)
 GC2310
 GC2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 GC2310'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC2310'EXCELLENT CONDITION.  THE ORIGINAL TO REACH IS COMPLETELY ADEQUATE.
 GC2310
 GC2310                          STATION RECOVERY (1977)
 GC2310
 GC2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2310'THE STATION MARK, REFERENCE MARK 1 AND 2436 (TENN. GEOD. S) WERE
 GC2310'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND COULD
 GC2310'POSSIBLY HAVE BEEN DESTROYED BY ROAD WORK.  THE ENTIRE HILL WAS
 GC2310'HEAVILY WOODED AND NO AZIMUTH OBJECTS COULD BE SEEN NOR WAS THERE
 GC2310'A SITE FOR A NEW AZIMUTH MARK.  THE STATION MARK AND 2436
 GC2310'(TENN. GEOD. S) WERE IN THE WAY OF CONSTRUCTION OF A WATER TANK
 GC2310'AND WOULD BE DESTROYED BY WORK.  A NEW STATION BRENTWOOD 2 1977
 GC2310'WAS ESTABLISHED AND REFERENCE MARK 1 WAS LEFT INTACT AND USED
 GC2310'AS A REFERENCE MARK FOR THE NEW STATION.  THE DISTANCE TO THE
 GC2310'REFERENCE MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.
 GC2310'
 GC2310'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2 MILE
 GC2310'EAST OF BRENTWOOD.
 GC2310'
 GC2310'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2312 ***********************************************************************
 GC2312  DESIGNATION -  BRENTWOOD 2
 GC2312  PID         -  GC2312
 GC2312  STATE/COUNTY-  TN/DAVIDSON
 GC2312  USGS QUAD   -  OAK HILL (1968)
 GC2312
 GC2312                         *CURRENT SURVEY CONTROL
 GC2312  ___________________________________________________________________
 GC2312* NAD 83(1995)-  36 02 14.76556(N)    086 46 49.58276(W)     ADJUSTED  
 GC2312* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 GC2312  ___________________________________________________________________
 GC2312  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GC2312  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC2312
 GC2312  HORZ ORDER  -  THIRD
 GC2312
 GC2312.The horizontal coordinates were established by classical geodetic methods
 GC2312.and adjusted by the National Geodetic Survey in April 1999..
 GC2312.No horizontal observational check was made to the station.
 GC2312
 GC2312.The orthometric height was scaled from a topographic map.
 GC2312
 GC2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2312
 GC2312.The geoid height was determined by GEOID03.
 GC2312
 GC2312;                    North         East     Units Scale Factor Converg.
 GC2312;SPC TN       -   189,349.423   529,669.887   MT  0.99995468   -0 27 24.8
 GC2312;SPC TN       -   621,223.90  1,737,758.62   sFT  0.99995468   -0 27 24.8
 GC2312;UTM  16      - 3,988,122.837   519,779.110   MT  0.99960482   +0 07 45.0
 GC2312
 GC2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2312!SPC TN       -   0.99995841  x   0.99995468  =   0.99991310
 GC2312!UTM  16      -   0.99995841  x   0.99960482  =   0.99956325
 GC2312
 GC2312|---------------------------------------------------------------------|
 GC2312| PID    Reference Object                     Distance      Geod. Az  |
 GC2312|                                                           dddmmss.s |
 GC2312| GC2310 BRENTWOOD                             9.149 METERS 00037     |
 GC2312| CG4874 BRENTWOOD 2 RM 3                      4.828 METERS 13357     |
 GC2312| GC2313 BRENTWOOD RM 1                       12.754 METERS 25715     |
 GC2312|---------------------------------------------------------------------|
 GC2312
 GC2312                          SUPERSEDED SURVEY CONTROL
 GC2312
 GC2312  NAD 83(1995)-  36 02 14.76816(N)    086 46 49.58441(W) AD(       ) 3
 GC2312  NAD 83(1995)-  36 02 14.76896(N)    086 46 49.58372(W) AD(       ) 3
 GC2312  NAD 83(1986)-  36 02 14.77589(N)    086 46 49.58562(W) AD(       ) 3
 GC2312  NAD 27      -  36 02 14.55704(N)    086 46 49.58615(W) AD(       ) 3
 GC2312
 GC2312.Superseded values are not recommended for survey control.
 GC2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2312.See file dsdata.txt to determine how the superseded data were derived.
 GC2312
 GC2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1977988123(NAD 83)
 GC2312_MARKER: A = ALUMINUM MARKER
 GC2312_SETTING: 0 = UNSPECIFIED SETTING
 GC2312_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GC2312
 GC2312  HISTORY     - Date     Condition        Report By
 GC2312  HISTORY     - 1977     MONUMENTED       NGS
 GC2312
 GC2312                          STATION DESCRIPTION
 GC2312
 GC2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2312'THE STATION IS LOCATED ON A HIGH WOODED HILL, 11 FEET WEST OF A 16
 GC2312'INCH MAPLE TREE, 2 FEET NORTH OF A WIRE FENCE, 7 FEET NORTH OF A
 GC2312'10 INCH MAPLE TREE, 16 FEET EAST OF THE SOUTHWEST CORNER OF FENCE
 GC2312'AROUND WATER TANK AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 GC2312'STATION MARK IS A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS (NO
 GC2312'UNDERGROUND MARK) PROJECTING 2 INCHES AND STAMPED BRENTWOOD 2
 GC2312'1977.
 GC2312'
 GC2312'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65
 GC2312'AND OLD HICKORY BLVD. AT BRENTWOOD, GO EAST ON OLD HICKORY BLVD. FOR
 GC2312'0.25 MILE TO THE INTERSECTION OF STONEBROOK DR.  TURN RIGHT AND GO
 GC2312'SOUTHEASTERLY ON STONEBROOK DR. FOR 0.35 MILE TO TOP OF ROAD
 GC2312'GRADE.  FROM THIS POINT PACK NORTHERLY UPHILL FOR ABOUT 0.25 MILE
 GC2312'TO TOP OF HILL AND THE STATION ON THE SOUTH SLOPE.
 GC2312'
 GC2312'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED BRENTWOOD
 GC2312'NO 1 1960, SECURED TO THE TOP OF A 2 INCH METAL PIPE PROJECTING 1
 GC2312'FOOT, 26 FEET WEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 GC2312'WATER TANK, 6 FEET WEST OF A 14 INCH MAPLE TREE, 10 FEET SOUTH OF
 GC2312'AN OLD WIRE FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 GC2312'
 GC2312'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2312'MAGNETS, STAMPED BRENTWOOD 2 NO 3 1977, PROJECTING 4 INCHES, 9 FEET
 GC2312'SOUTH OF A 16 INCH MAPLE TREE, 8 FEET NORTHWEST OF A 12 INCH MAPLE
 GC2312'TREE, 8 FEET SOUTH OF AN OLD WIRE FENCE AND 1 FOOT NORTH OF A
 GC2312'METAL WITNESS POST.
 GC2312'
 GC2312'NOTE--NO UNDERGROUND STATION MARK WAS SET AT THIS TIME DUE TO LONG
 GC2312'PACK TO THE STATION SITE--
 GC2312'
 GC2312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT U/2 MILE EAST
 GC2312'OF BRENTWOOD.
 GC2312'
 GC2312'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0677 ***********************************************************************
 GC0677  DESIGNATION -  BRENTWOOD AZ MK
 GC0677  PID         -  GC0677
 GC0677  STATE/COUNTY-  TN/DAVIDSON
 GC0677  USGS QUAD   -  OAK HILL (1968)
 GC0677
 GC0677                         *CURRENT SURVEY CONTROL
 GC0677  ___________________________________________________________________
 GC0677* NAD 83(1995)-  36 02 21.52250(N)    086 47 05.84227(W)     ADJUSTED  
 GC0677* NAVD 88     -       226.488  (meters)     743.07   (feet)  ADJUSTED  
 GC0677  ___________________________________________________________________
 GC0677  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GC0677  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC0677  DYNAMIC HT  -         226.291 (meters)     742.42  (feet)  COMP
 GC0677  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 GC0677
 GC0677  HORZ ORDER  -  SECOND
 GC0677  VERT ORDER  -  SECOND    CLASS 0
 GC0677
 GC0677.The horizontal coordinates were established by classical geodetic methods
 GC0677.and adjusted by the National Geodetic Survey in April 1999..
 GC0677
 GC0677.The orthometric height was determined by differential leveling
 GC0677.and adjusted by the National Geodetic Survey in June 1991..
 GC0677
 GC0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0677
 GC0677.The geoid height was determined by GEOID03.
 GC0677
 GC0677.The dynamic height is computed by dividing the NAVD 88
 GC0677.geopotential number by the normal gravity value computed on the
 GC0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0677.degrees latitude (g = 980.6199 gals.).
 GC0677
 GC0677.The modeled gravity was interpolated from observed gravity values.
 GC0677
 GC0677;                    North         East     Units Scale Factor Converg.
 GC0677;SPC TN       -   189,560.925   529,264.554   MT  0.99995479   -0 27 34.4
 GC0677;SPC TN       -   621,917.80  1,736,428.79   sFT  0.99995479   -0 27 34.4
 GC0677;UTM  16      - 3,988,330.110   519,371.778   MT  0.99960462   +0 07 35.5
 GC0677
 GC0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0677!SPC TN       -   0.99996901  x   0.99995479  =   0.99992380
 GC0677!UTM  16      -   0.99996901  x   0.99960462  =   0.99957364
 GC0677
 GC0677                          SUPERSEDED SURVEY CONTROL
 GC0677
 GC0677  NAD 83(1995)-  36 02 21.52508(N)    086 47 05.84394(W) AD(       ) 2
 GC0677  NAD 83(1995)-  36 02 21.52586(N)    086 47 05.84352(W) AD(       ) 2
 GC0677  NAD 83(1986)-  36 02 21.53295(N)    086 47 05.84505(W) AD(       ) 2
 GC0677  NAD 27      -  36 02 21.31400(N)    086 47 05.84520(W) AD(       ) 2
 GC0677  NGVD 29 (??/??/92)  226.497  (m)          743.10   (f) ADJ UNCH    2 0
 GC0677
 GC0677.Superseded values are not recommended for survey control.
 GC0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0677.See file dsdata.txt to determine how the superseded data were derived.
 GC0677
 GC0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1937288330(NAD 83)
 GC0677_MARKER: DZ = AZIMUTH MARK DISK
 GC0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0677_STAMPING: BRENTWOOD 1960
 GC0677_MARK LOGO: CGS   
 GC0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0677+STABILITY: SURFACE MOTION
 GC0677
 GC0677  HISTORY     - Date     Condition        Report By
 GC0677  HISTORY     - 1960     MONUMENTED       CGS
 GC0677
 GC0677                          STATION DESCRIPTION
 GC0677
 GC0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0677'0.2 MI N FROM BRENTWOOD.
 GC0677'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0677'HIGHWAY 31, THEN 0.15 MILE NORTH ON WILSON PIKE ROAD.  44 FT.
 GC0677'NORTH OF A POWER LINE POLE WITH A SMALL TRIANGLE BLAZE, 23 FT.
 GC0677'WEST OF THE CENTER OF WILSON PIKE ROAD, AND 2 FT. SOUTHEAST
 GC0677'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0677'POST THAT IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 GC0677'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1466 ***********************************************************************
 FD1466  DESIGNATION -  BRICK
 FD1466  PID         -  FD1466
 FD1466  STATE/COUNTY-  TN/GILES
 FD1466  USGS QUAD   -  BRICK CHURCH (1981)
 FD1466
 FD1466                         *CURRENT SURVEY CONTROL
 FD1466  ___________________________________________________________________
 FD1466* NAD 83(1995)-  35 16 36.91983(N)    086 53 02.86879(W)     ADJUSTED  
 FD1466* NAVD 88     -       324.8    (meters)    1066.     (feet)  VERTCON   
 FD1466  ___________________________________________________________________
 FD1466  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FD1466  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD1466
 FD1466  HORZ ORDER  -  SECOND
 FD1466
 FD1466.The horizontal coordinates were established by classical geodetic methods
 FD1466.and adjusted by the National Geodetic Survey in April 1999..
 FD1466
 FD1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1466
 FD1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1466
 FD1466.The geoid height was determined by GEOID03.
 FD1466
 FD1466;                    North         East     Units Scale Factor Converg.
 FD1466;SPC TN       -   105,054.758   519,563.697   MT  0.99999536   -0 31 03.4
 FD1466;SPC TN       -   344,667.15  1,704,601.90   sFT  0.99999536   -0 31 03.4
 FD1466;UTM  16      - 3,903,759.537   510,537.566   MT  0.99960137   +0 04 00.9
 FD1466
 FD1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1466!SPC TN       -   0.99995336  x   0.99999536  =   0.99994872
 FD1466!UTM  16      -   0.99995336  x   0.99960137  =   0.99955475
 FD1466
 FD1466|---------------------------------------------------------------------|
 FD1466| PID    Reference Object                     Distance      Geod. Az  |
 FD1466|                                                           dddmmss.s |
 FD1466| CG4876 BRICK RM 1                           20.090 METERS 03716     |
 FD1466| CG4875 BRICK AZ MK                                        1461834.0 |
 FD1466| CG4877 BRICK RM 2                           21.656 METERS 16243     |
 FD1466|---------------------------------------------------------------------|
 FD1466
 FD1466                          SUPERSEDED SURVEY CONTROL
 FD1466
 FD1466  NAD 83(1995)-  35 16 36.92222(N)    086 53 02.86903(W) AD(       ) 2
 FD1466  NAD 83(1995)-  35 16 36.92496(N)    086 53 02.87104(W) AD(       ) 2
 FD1466  NAD 83(1986)-  35 16 36.92931(N)    086 53 02.86971(W) AD(       ) 2
 FD1466  NAD 27      -  35 16 36.64840(N)    086 53 02.86030(W) AD(       ) 2
 FD1466  NGVD 29 (07/19/86)  324.8    (m)         1066.     (f) VERT ANG       
 FD1466
 FD1466.Superseded values are not recommended for survey control.
 FD1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1466.See file dsdata.txt to determine how the superseded data were derived.
 FD1466
 FD1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1053803760(NAD 83)
 FD1466_MARKER: DE = TRAVERSE STATION DISK
 FD1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1466
 FD1466  HISTORY     - Date     Condition        Report By
 FD1466  HISTORY     - 1960     MONUMENTED       CGS
 FD1466
 FD1466                          STATION DESCRIPTION
 FD1466
 FD1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1466'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF PULASKI, 1.5 MILES
 FD1466'SOUTHEAST OF BRICK CHURCH
 FD1466'AND ON THE WEST END OF AN EAST-WEST RIDGE.  THE
 FD1466'PROPERTY IS OWNED BY MR WILLIAM
 FD1466'FOX.
 FD1466'
 FD1466'TO REACH THE STATION FROM THE COURTHOUSE IN PULASKI, GO NORTH ON U S
 FD1466'HIGHWAY 31 FOR 0.4 MILE TO U
 FD1466'S HIGHWAY 31A ON THE RIGHT, TURN RIGHT, NORTHEAST
 FD1466'FOR 9.1 MILES TO A CROSSROADS IN THE
 FD1466'VILLAGE OF BRICK CHURCH, TURN
 FD1466'SHARP RIGHT, SOUTHWEST, FOR 0.25 MILE TO FORKS AND A
 FD1466'CHURCH ON THE
 FD1466'RIGHT, TAKE THE LEFT FORK, SOUTH, FOR 0.45 MILE TO FORKS, TAKE THE
 FD1466'LEFT FORK,
 FD1466'SOUTHEAST, FOR 1.2 MILES TO MR WILLIAM FOX HOME ON THE
 FD1466'LEFT, CONTINUE EAST FOR 0.1
 FD1466'MILE TO A WOODEN GATE ON THE LEFT AND THE
 FD1466'END OF TRUCK TRAVEL.  PACK NORTHERLY FOR ABOUT
 FD1466'0.2 MILE TO THE
 FD1466'STATION.
 FD1466'
 FD1466'STATION MARK IS 2.2 FEET EAST OF THE WITNESS SIGN.  THE MARK IS A
 FD1466'STANDARD TRAVERSE DISK
 FD1466'SET IN THE TOP OF A CONCRETE POST, SET FLUSH AND IS
 FD1466'STAMPED BRICK 1960.
 FD1466'
 FD1466'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD1466'POST, SET FLUSH AND IS
 FD1466'STAMPED BRICK NO 1 1960.
 FD1466'
 FD1466'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD1466'POST, SET FLUSH AND IS
 FD1466'STAMPED BRICK NO 2 1960.
 FD1466'
 FD1466'AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 1.9
 FD1466'FEET EAST OF THE WITNESS
 FD1466'SIGN AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK IS
 FD1466'A STANDARD DISK SET IN THE TOP OF
 FD1466'A CONCRETE POST, PROJECTS 2 INCHES
 FD1466'AND IS STAMPED BRICK 1960.
 FD1466'
 FD1466'TO REACH THE AZIMUTH MARK FROM THE WOODEN GATE AT THE END OF TRUCK
 FD1466'TRAVEL FOR THE STATION,
 FD1466'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 FD1466'MARK ON THE LEFT.
 FD1466'
 FD1466'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2639 ***********************************************************************
 FE2639  DESIGNATION -  BRIDE
 FE2639  PID         -  FE2639
 FE2639  STATE/COUNTY-  TN/TIPTON
 FE2639  USGS QUAD   -  COVINGTON (1983)
 FE2639
 FE2639                         *CURRENT SURVEY CONTROL
 FE2639  ___________________________________________________________________
 FE2639* NAD 83(1995)-  35 36 06.95378(N)    089 42 09.01501(W)     ADJUSTED  
 FE2639* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 FE2639  ___________________________________________________________________
 FE2639  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE2639  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2639
 FE2639  HORZ ORDER  -  SECOND
 FE2639
 FE2639.The horizontal coordinates were established by classical geodetic methods
 FE2639.and adjusted by the National Geodetic Survey in April 1999..
 FE2639
 FE2639.The orthometric height was scaled from a topographic map.
 FE2639
 FE2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2639
 FE2639.The geoid height was determined by GEOID03.
 FE2639
 FE2639;                    North         East     Units Scale Factor Converg.
 FE2639;SPC TN       -   147,095.066   264,593.563   MT  0.99995656   -2 10 03.3
 FE2639;SPC TN       -   482,594.40    868,087.38   sFT  0.99995656   -2 10 03.3
 FE2639;UTM  16      - 3,943,160.959   255,182.055   MT  1.00033865   -1 34 26.6
 FE2639
 FE2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2639!SPC TN       -   0.99998277  x   0.99995656  =   0.99993933
 FE2639!UTM  16      -   0.99998277  x   1.00033865  =   1.00032141
 FE2639
 FE2639|---------------------------------------------------------------------|
 FE2639| PID    Reference Object                     Distance      Geod. Az  |
 FE2639|                                                           dddmmss.s |
 FE2639| CG3294 BRIDE RM 1                           34.543 METERS 09212     |
 FE2639| FE2644 COVINGTON RAD STA WKBL MAST         APPROX. 6.0 KM 1055147.1 |
 FE2639| CG3293 BRIDE AZ MK                                        1193050.8 |
 FE2639| FE2640 COVINGTON FED COMP WHSE N TANK      APPROX. 6.6 KM 1205408.6 |
 FE2639| FE2641 COVINGTON FED COMP WHSE S TANK      APPROX. 7.0 KM 1261833.0 |
 FE2639| FE2643 COVINGTON MUNICIPAL TANK            APPROX. 6.5 KM 1285423.9 |
 FE2639| FE2642 COVINGTON HYDE PARK MILLS TANK      APPROX. 7.8 KM 1394340.9 |
 FE2639| CG3296 BRIDE RM 3                           13.165 METERS 15532     |
 FE2639| CG3295 BRIDE RM 2                           25.598 METERS 23813     |
 FE2639| FE2646 FORT PILLOW STATE FARM TANK         APPROX. 7.6 KM 3315141.2 |
 FE2639|---------------------------------------------------------------------|
 FE2639
 FE2639                          SUPERSEDED SURVEY CONTROL
 FE2639
 FE2639  NAD 83(1995)-  35 36 06.96222(N)    089 42 09.01642(W) AD(       ) 2
 FE2639  NAD 83(1986)-  35 36 06.96558(N)    089 42 09.01618(W) AD(       ) 2
 FE2639  NAD 27      -  35 36 06.67560(N)    089 42 08.73140(W) AD(       ) 2
 FE2639
 FE2639.Superseded values are not recommended for survey control.
 FE2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2639.See file dsdata.txt to determine how the superseded data were derived.
 FE2639
 FE2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5518243161(NAD 83)
 FE2639_MARKER: DS = TRIANGULATION STATION DISK
 FE2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2639
 FE2639  HISTORY     - Date     Condition        Report By
 FE2639  HISTORY     - 1958     MONUMENTED       CGS
 FE2639  HISTORY     - 1971     GOOD             NGS
 FE2639
 FE2639                          STATION DESCRIPTION
 FE2639
 FE2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2639'THE STATION IS ABOUT 8 MILES NORTH OF BRIGHTON, ABOUT 4 MILES
 FE2639'NORTHWEST OF COVINGTON AND IN THE SOUTHWEST CORNER OF A FIELD
 FE2639'OWNED BY MR. JOHN MYRES.  IT IS 141 FEET EAST OF THE INTERSECTION OF
 FE2639'A GRAVELED ROAD AND A DRIVEWAY, 112 FEET N OF THE CENTERLINE OF
 FE2639'THE GRAVELED ROAD, 23 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 FE2639'AND 8 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 FE2639'AND THE DISK IS STAMPED BRIDE 1958.
 FE2639'
 FE2639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2639'HIGHWAY 59 IN COVINGTON, GO WEST ON HIGHWAY 59 FOR 0.45 MILE TO A
 FE2639'SIDE STREET RIGHT.  TURN RIGHT ON SHELTON STREET AND GO NORTH FOR
 FE2639'0.35 MILE TO A T STREET.  TURN LEFT AND GO WEST ON MURPHY AVENUE FOR
 FE2639'2.4 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH FOR 0.95
 FE2639'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH
 FE2639'AND WEST ON THE GRAVELED ROAD FOR 0.7 MILE TO A DRIVEWAY ON THE RIGHT
 FE2639'AND THE STATION AS DESCRIBED.
 FE2639'
 FE2639'REFERENCE MARK 1 IS 102 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 FE2639'HOUSE AND 15 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY.  THE
 FE2639'MONUMENT IS FLUSH AND THE DISK IS STAMPED BRIDE NO 1 1958.
 FE2639'
 FE2639'REFERENCE MARK 2 IS 20 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 FE2639'AND SET AT THE SOUTH WEST EDGE OF AN OLD CEMETERY.  THE MONUMENT
 FE2639'PROJECTS 2 INCHES AND THE DISK IS STAMPED BRIDE NO 2 1958.
 FE2639'
 FE2639'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE2639'ROAD AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2639'FLUSH AND THE DISK IS STAMPED BRIDE 1958.
 FE2639'
 FE2639'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2639
 FE2639                          STATION RECOVERY (1971)
 FE2639
 FE2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FE2639'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FE2639'RECOVERED IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE
 FE2639'MARK NO. 1 HAD BEEN DESTROYED BY GRADING OPERATIONS FOR A HOME SITE
 FE2639'AND WAS AT A NEARBY FARM HOUSE AND THE DISK WAS RECOVERED.  A NEW
 FE2639'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE STATION WAS THEN OCCUPIED
 FE2639'AND ALL HORIZONTAL ANGLES OBSERVED.  IN CHECKING THE ANGLES
 FE2639'OBSERVED THIS DATE BETWEEN THE AZIMUTH MARK AND COVINGTON, FEDERAL
 FE2639'COMPRESS AND WAREHOUSE CO. NORTH WATER TANK 1958 AND REFERENCE MARK
 FE2639'NO. 2 AGAINST THE 1958 OBSERVATIONS, THE ANGLES CHECKED WELL
 FE2639'WITHIN THE REQUIRED LIMITS.  VERTICAL ANGLE OBSERVATIONS WERE
 FE2639'OBSERVED UPON THE REFERENCE MARKS AND SLOPE MEASUREMENTS MADE, AND
 FE2639'WHEN REDUCED TO THE HORIZONTAL A DISCREPANCY OF MINUS 0.02 OF A FOOT
 FE2639'WAS NOTED FOR REFERENCE MARK NO. 2.
 FE2639'
 FE2639'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2639'
 FE2639'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF BRIGHTON, ABOUT 4 MILES
 FE2639'NORTHWEST OF COVINGTON, AND IN A NARROW WOODED PLOT BETWEEN TWO
 FE2639'FIELDS ON THE PROPERTY OF MRS. JOHN MEYERS.
 FE2639'
 FE2639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2639'ROUTE 59 IN COVINGTON, GO WESTERLY ON STATE ROUTE 59 (LIBERTY AVENUE)
 FE2639'FOR 0.45 OF A MILE TO SHELTON STREET ON THE RIGHT.  HERE TURN RIGHT
 FE2639'ON SHELTON STREET AND GO NORTHERLY FOR 0.4 OF A MILE TO THE T
 FE2639'INTERSECTION OF MURPHY AVENUE.  HERE TURN LEFT AND GO WEST ON A PAVED
 FE2639'ROAD (MURPHY AVENUE TO THE CITY LIMITS) FOR 2.35 MILES TO COUNTY
 FE2639'ROAD R 9754 ON THE RIGHT.  HERE TURN RIGHT ON COUNTY ROAD R 9754 AND
 FE2639'GO NORTHERLY FOR 0.85 OF A MILE TO THE AZIMUTH MARK ON THE
 FE2639'LEFT AS DESCRIBED.  CONTINUE NORTHERLY AND WESTERLY ON COUNTY ROAD
 FE2639'R 9754 FOR 0.8 OF A MILE TO A DRIVEWAY ON THE RIGHT AND THE STATION
 FE2639'ON THE RIGHT IN NARROW STRIP OF WOODS.
 FE2639'
 FE2639'THE STATION IS 114 FEET NNW OF THE APPROXIMATE CENTER OF COUNTY ROAD
 FE2639'R 9754, 78 FEET NE OF THE APPROXIMATE JUNCTION OF TWO DRIVEWAYS, 29
 FE2639'FEET NNW OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 13 FEET
 FE2639'SSE OF THE EDGE OF A CULTIVATED FIELD, 9 FEET ENE OF A WHITE,
 FE2639'WOODEN WITNESS POST, 7 FEET N OF A 12-INCH HONEY LOCUST TREE, 6 FEET
 FE2639'E OF A 14-INCH, FORKED TRUNKED HONEY LOCUST TREE, AND 1.0 FOOT
 FE2639'S OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 FE2639'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2639'STAMPED BRIDE 1958.
 FE2639'
 FE2639'REFERENCE MARK NO. 2 IS LOCATED NEAR THE SOUTHEAST CORNER OF AN OLD,
 FE2639'UNKEPT CEMETERY, 53 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY
 FE2639'ROAD R 9754, 22 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FE2639'INTERSECTION OF TWO DRIVEWAYS, 20 FEET N OF THE APPROXIMATE CENTER
 FE2639'OF A GRAVELED DRIVEWAY, 1.3 FEET N OF A 6-INCH WINGED ELM TREE, AND
 FE2639'0.9 OF A FOOT S OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FE2639'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FE2639'AND THE DISK IS STAMPED BRIDE NO 2 1958.
 FE2639'
 FE2639'REFERENCE MARK NO. 3 IS ACROSS A GRAVELED ROAD SOUTH OF THE STATION
 FE2639'IN A V SHAPED CLEARED AREA WEST OF THE FUTURE HOMESITE OF MR.
 FE2639'CECIL MASON, 75 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD R
 FE2639'9754, 75 FEET EAST OF THE APPROXIMATE INTERSECTION OF THE
 FE2639'TWO DRIVEWAYS, 14 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FE2639'DRIVEWAY, AND ABOUT 5 FEET BELOW THE STATION ELEVATION.  IT IS A
 FE2639'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 FE2639'MONUMENT AND THE DISK IS STAMPED BRIDE 1958 NO 3 1971.
 FE2639'
 FE2639'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 FE2639'REFERENCE MARK NO. 3 IS 89.40 FEET-27.247 METERS.
 FE2639'
 FE2639'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE EAST-SOUTHEAST OF THE
 FE2639'STATION, 26 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY ROAD R
 FE2639'9754, 17 FEET NORTH OF A 16-INCH WHITE OAK TREE, 0.9 OF A FOOT EAST
 FE2639'OF A METAL WITNESS POST AND SIGN, AND ON A LOW BANK ABOUT 2 FEET
 FE2639'ABOVE THE LEVEL OF THE ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF
 FE2639'A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 FE2639'DISK IS STAMPED BRIDE 1958.
 FE2639'
 FE2639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 FE2639'NORTHWEST OF COVINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2413 ***********************************************************************
 GA2413  DESIGNATION -  BRIDGE
 GA2413  PID         -  GA2413
 GA2413  STATE/COUNTY-  TN/KNOX
 GA2413  USGS QUAD   -  JOHN SEVIER (1992)
 GA2413
 GA2413                         *CURRENT SURVEY CONTROL
 GA2413  ___________________________________________________________________
 GA2413* NAD 83(1995)-  36 00 56.83322(N)    083 49 40.58723(W)     ADJUSTED  
 GA2413* NAVD 88     -       268.242  (meters)     880.06   (feet)  ADJUSTED  
 GA2413  ___________________________________________________________________
 GA2413  X           -     555,329.886 (meters)                     COMP
 GA2413  Y           -  -5,135,221.257 (meters)                     COMP
 GA2413  Z           -   3,729,748.345 (meters)                     COMP
 GA2413  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GA2413  ELLIP HEIGHT-         237.49  (meters)          (07/11/02) GPS OBS
 GA2413  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2413  DYNAMIC HT  -         267.996 (meters)     879.25  (feet)  COMP
 GA2413  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 GA2413
 GA2413  HORZ ORDER  -  FIRST
 GA2413  VERT ORDER  -  SECOND    CLASS 0
 GA2413  ELLP ORDER  -  FIRST     CLASS II
 GA2413
 GA2413.The horizontal coordinates were established by GPS observations
 GA2413.and adjusted by the National Geodetic Survey in July 2002..
 GA2413
 GA2413.The orthometric height was determined by differential leveling
 GA2413.and adjusted by the National Geodetic Survey in June 1991..
 GA2413
 GA2413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA2413
 GA2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2413
 GA2413.The ellipsoidal height was determined by GPS observations
 GA2413.and is referenced to NAD 83.
 GA2413
 GA2413.The geoid height was determined by GEOID03.
 GA2413
 GA2413.The dynamic height is computed by dividing the NAVD 88
 GA2413.geopotential number by the normal gravity value computed on the
 GA2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2413.degrees latitude (g = 980.6199 gals.).
 GA2413
 GA2413.The modeled gravity was interpolated from observed gravity values.
 GA2413
 GA2413;                    North         East     Units Scale Factor Converg.
 GA2413;SPC TN       -   188,839.674   795,776.624   MT  0.99995341   +1 16 17.8
 GA2413;SPC TN       -   619,551.50  2,610,810.47   sFT  0.99995341   +1 16 17.8
 GA2413;UTM  17      - 3,989,399.476   245,143.027   MT  1.00040040   -1 39 49.5
 GA2413
 GA2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2413!SPC TN       -   0.99996273  x   0.99995341  =   0.99991614
 GA2413!UTM  17      -   0.99996273  x   1.00040040  =   1.00036311
 GA2413
 GA2413|---------------------------------------------------------------------|
 GA2413| PID    Reference Object                     Distance      Geod. Az  |
 GA2413|                                                           dddmmss.s |
 GA2413| GA2414 BRIDGE RM 1                           8.550 METERS 06456     |
 GA2413| GA2410 BRIDGE AZ MK                                       2432349.3 |
 GA2413| GA2412 BRIDGE RM 2                          16.032 METERS 32726     |
 GA2413|---------------------------------------------------------------------|
 GA2413
 GA2413                          SUPERSEDED SURVEY CONTROL
 GA2413
 GA2413  NAD 83(1995)-  36 00 56.83644(N)    083 49 40.58503(W) AD(       ) 1
 GA2413  ELLIP H (04/12/99)  237.44   (m)                       GP(       ) 4 1
 GA2413  NAD 83(1995)-  36 00 56.83997(N)    083 49 40.59071(W) AD(       ) 1
 GA2413  NAD 83(1995)-  36 00 56.83994(N)    083 49 40.59073(W) AD(       ) 1
 GA2413  NAD 83(1995)-  36 00 56.83702(N)    083 49 40.59157(W) AD(       ) 1
 GA2413  ELLIP H (05/28/93)  237.38   (m)                       GP(       ) 4 2
 GA2413  NAD 83(1995)-  36 00 56.84638(N)    083 49 40.57825(W) AD(       ) 2
 GA2413  NAD 83(1986)-  36 00 56.85156(N)    083 49 40.57646(W) AD(       ) 2
 GA2413  NAD 27      -  36 00 56.54680(N)    083 49 40.92360(W) AD(       ) 2
 GA2413  NAVD 88 (07/11/02)  268.24   (m)          880.1    (f) LEVELING    3  
 GA2413  NGVD 29 (??/??/92)  268.380  (m)          880.51   (f) ADJ UNCH    2 0
 GA2413
 GA2413.Superseded values are not recommended for survey control.
 GA2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2413.See file dsdata.txt to determine how the superseded data were derived.
 GA2413
 GA2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4514389399(NAD 83)
 GA2413_MARKER: DE = TRAVERSE STATION DISK
 GA2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2413_STAMPING: BRIDGE 1961
 GA2413_MARK LOGO: CGS   
 GA2413_PROJECTION: RECESSED 10 CENTIMETERS
 GA2413_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2413+STABILITY: SURFACE MOTION
 GA2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2413+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2002
 GA2413
 GA2413  HISTORY     - Date     Condition        Report By
 GA2413  HISTORY     - 1961     MONUMENTED       CGS
 GA2413  HISTORY     - 1961     GOOD             CGS
 GA2413  HISTORY     - 1982     GOOD             NGS
 GA2413  HISTORY     - 19820824 GOOD             NGS
 GA2413  HISTORY     - 1988     GOOD             AEROS
 GA2413  HISTORY     - 20020210 GOOD             NGS
 GA2413
 GA2413                          STATION DESCRIPTION
 GA2413
 GA2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2413'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF DOWNTOWN
 GA2413'KNOXVILLE.
 GA2413'
 GA2413'THE STATION MARK IS 240 FEET EAST OF THE EAST END OF HONORABLE JAMES
 GA2413'EDWARD BURKE BRIDGE OVER
 GA2413'HOLSTON RIVER, 156 FEET EAST OF A DRIVE-IN THEATER
 GA2413'MARQUEE, 26 FEET SOUTH OF THE CENTER
 GA2413'OF THE EAST LANE OF HIGHWAY 70,
 GA2413'11, AND 25W AND 3.1 FEET EAST OF A WITNESS SIGN.  THE
 GA2413'MARK IS A
 GA2413'STANDARD TRAVERSE DISK SET IN A CONCRETE POST, FLUSH, AND IS STAMPED
 GA2413'BRIDGE 1961.
 GA2413'
 GA2413'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF THE EAST LANE OF HIGHWAY 70,
 GA2413'11, AND 25W.  THE MARK IS
 GA2413'A STANDARD DISK SET IN A CONCRETE POST, FLUSH, AND
 GA2413'IS STAMPED BRIDGE NO 1 1961.
 GA2413'
 GA2413'REFERENCE MARK NO. 2 IS SET IN THE MEDIAN OF HIGHWAY 70, 11, AND 25W
 GA2413'AND 238 FEET EAST OF THE
 GA2413'EAST END OF HONORABLE JAMES EDWARD BURKE BRIDGE.
 GA2413'THE MARK IS A STANDARD DISK SET IN
 GA2413'A CONCRETE POST, FLUSH, AND IS
 GA2413'STAMPED BRIDGE NO 2 1961.
 GA2413'
 GA2413'AZIMUTH MARK IS 292 FEET WEST OF THE WEST END OF HONORABLE JAMES
 GA2413'EDWARD BURKE BRIDGE, 32
 GA2413'FEET SOUTH OF THE CENTER OF THE EAST LANE OF HIGHWAY 70,
 GA2413'11, AND 25W, 2.1 FEET
 GA2413'NORTHEAST OF A WITNESS SIGN AND 2 FEET NORTH OF
 GA2413'A TELEPHONE POLE.  THE MARK IS A
 GA2413'STANDARD DISK SET IN A CONCRETE
 GA2413'POST, FLUSH, AND IS STAMPED BRIDGE 1961.
 GA2413
 GA2413                          STATION RECOVERY (1961)
 GA2413
 GA2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2413'1.2 MI E FROM KNOXVILLE.
 GA2413'FROM THE CHILOWEE SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO 1.25
 GA2413'MILE EAST ON U.S. HIGHWAY 70, 25W, AND 11E.  THE STATION MARK
 GA2413'IS 240 FT. EAST OF THE EAST END OF THE HONORABLE JAMES EDWARD
 GA2413'BURKE BRIDGE OVER THE HOLSTON RIVER, 156 FT. EAST OF A DRIVE-IN
 GA2413'THEATER MARQUEE, 26 FT. SOUTH OF THE CENTER OF THE EAST BOUND
 GA2413'TRAFFIC LANE OF THE HIGHWAY, AND 3.1 FT. EAST OF A WITNESS SIGN.
 GA2413'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 GA2413'AND ABOUT LEVEL WITH THE HIGHWAY.
 GA2413
 GA2413                          STATION RECOVERY (1982)
 GA2413
 GA2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GA2413'LOCATED ABOUT 14 KM (8.8 MILES) NORTHEAST OF DOWNTOWN KNOXVILLE, 72.8
 GA2413'METERS (239 FEET) EAST OF THE EAST END OF THE HONORABLE JAMES EDWARD
 GA2413'BURKE BRIDGE OVER THE OLSTON RIVER , ABOUT 0.5 METER (18 INCHES)
 GA2413'BELOW THE PAVEMENT 7.9 METERS (26 FEET) SOUTH OF THE CENTERLINE OF
 GA2413'THE EAST BOUND LANE OF US. HIGHWAY 70, 11 AND 25 W, 21.6 METERS (71
 GA2413'FEET) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK PUMP
 GA2413'HOUSE, 1.2 METERS SOUTH OF THE SOUTH EDGE OF PAVED SHOULDER AND 50.9
 GA2413'METERS NORTH OF THE NORTH END OF CONCRETE BLOCK FOUNDATION OF OLD
 GA2413'RIVER BREEZE DRIVE-IN THEATER AND FLEA MARKET MARQUEE.
 GA2413
 GA2413                          STATION RECOVERY (1982)
 GA2413
 GA2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GA2413'THE STATION MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.
 GA2413'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GA2413'FOUND IN GOOD CONDITION BUT OBSTRUCTED TO THE STATION BY TREES.  THE
 GA2413'DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE MARK 3 WAS SET.  A
 GA2413'NEW DESCRIPTION FOLLOWS.
 GA2413' 
 GA2413'LOCATED ABOUT 8.8 MILES (14.2 KM) NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA2413'72.8 METERS (238.8 FT) EAST OF THE EAST END OF THE HONORABLE JAMES
 GA2413'EDWARD BURKE BRIDGE OVER THE HOLSTON RIVER, ABOUT .5 METERS (1.6 FT)
 GA2413'BELOW THE PAVEMENT, 7.9 METERS (25.9 FT) SOUTH OF THE EAST BOUND LANE
 GA2413'OF U.S HIGHWAY 70, 11 E AND 25 W, 21.6 METERS (70.9 FT) NORTHWEST OF
 GA2413'THE NORTHWEST CORNER OF A LARGE CONCRETE BLOCK PUMP HOUSE ( 1 METER
 GA2413'(3.3 FT) ABOVE GROUND ON THE NORTH SIDE AND 1.2 METERS (3.9 FT) ABOVE
 GA2413'GROUND ON THE SOUTH SIDE) , 1.2 METERS (3.9 FT) SOUTH OF THE SOUTH
 GA2413'EDGE OF PAVED SHOULDER, 50.9 METERS (167.0 FT) NORTH OF THE NORTH END
 GA2413'OF CONCRETE BLOCK FOUNDATION OF OLD RIVER BREEZE DRIVE-IN THEATER AND
 GA2413'FLEA MARKET MARQUEE AND 72.8 METERS (238.8 FT) NORTHEAST OF THE
 GA2413'NORTHEAST END OF THE BRIDGE.  THE MONUMENT IS 0.1 METER (0.3 FT)
 GA2413'UNDERGROUND AND THE DISK IS STAMPED---BRIDGE 1961---.
 GA2413' 
 GA2413'REFERENCE MARK NO 1 IS 18.3 METERS (60.0 FT) NORTH OF THE NORTHWEST
 GA2413'CORNER OF THE PUMP HOUSE, 0.3 METER (1.0 FT) WEST OF A WITNESS POST
 GA2413'1.5 METERS (4.9 FT) SOUTH OF THE SOUTH EDGE OF PAVED SHOULDER OF THE
 GA2413'HIGHWAY AND 7.9 METERS (25.9 FT) SOUTH OF THE CENTERLINE OF THE EAST
 GA2413'BOUND LANE.  THE MONUMENT IS 0.1 METER (0.3 FT) UNDERGROUND AND THE
 GA2413'DISK IS STAMPED--BRIDGE NO 1 1961--.
 GA2413' 
 GA2413'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BRIDGE 1961 NO 3
 GA2413'1982---, SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST WINGWALL OF
 GA2413'THE EAST BOUND BRIDGE OF THE HIGHWAY, 0.2 METER (0.7 FT) ABOVE LEVEL
 GA2413'OF THE PAVEMENT, 0.3 METER (1.0 FT) WEST OF THE WEST END OF A METAL
 GA2413'GUARD RAIL AND 0.3 METER (1.0 FT) SOUTH OF A CONCRETE GUARD RAIL.
 GA2413'
 GA2413
 GA2413                          STATION RECOVERY (1988)
 GA2413
 GA2413'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 GA2413'THE STATION WAS RECOVERED AT THIS DATE.
 GA2413'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY E. L.
 GA2413'HAMM IN 1961.
 GA2413
 GA2413                          STATION RECOVERY (2002)
 GA2413
 GA2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA2413'RECOVERED AS DESCRIBED.  ADD--OWNERSHIP--TENNESSEE DEPARTMENT OF
 GA2413'TRANSPORTATION.
 GA2413'NOTE--THERE IS CONSTRUCTION IN THE AREA WITH A NEW BRIDGE BEING BUILT
 GA2413'AND REPAVING, ETC.
 GA2413'THIS STATION IS PRESENTLY BEING PROTECTED BUT IT IS NOT KNOWN IF THE
 GA2413'STATION WILL BE
 GA2413'PROTECTED THROUHGOUT THE CONSTRUCTOIN OR NOT.
 GA2413' 
 GA2413'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2410 ***********************************************************************
 GA2410  DESIGNATION -  BRIDGE AZ MK
 GA2410  PID         -  GA2410
 GA2410  STATE/COUNTY-  TN/KNOX
 GA2410  USGS QUAD   -  JOHN SEVIER (1992)
 GA2410
 GA2410                         *CURRENT SURVEY CONTROL
 GA2410  ___________________________________________________________________
 GA2410* NAD 83(1986)-  36 00 51.     (N)    083 49 55.     (W)     SCALED    
 GA2410* NAVD 88     -       268.091  (meters)     879.56   (feet)  ADJUSTED  
 GA2410  ___________________________________________________________________
 GA2410  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2410  DYNAMIC HT  -         267.845 (meters)     878.75  (feet)  COMP
 GA2410  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GA2410
 GA2410  VERT ORDER  -  SECOND    CLASS 0
 GA2410
 GA2410.The horizontal coordinates were scaled from a topographic map and have
 GA2410.an estimated accuracy of +/- 6 seconds.
 GA2410
 GA2410.The orthometric height was determined by differential leveling
 GA2410.and adjusted by the National Geodetic Survey in June 1991..
 GA2410
 GA2410.The geoid height was determined by GEOID03.
 GA2410
 GA2410.The dynamic height is computed by dividing the NAVD 88
 GA2410.geopotential number by the normal gravity value computed on the
 GA2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2410.degrees latitude (g = 980.6199 gals.).
 GA2410
 GA2410.The modeled gravity was interpolated from observed gravity values.
 GA2410
 GA2410;                    North         East    Units  Estimated Accuracy
 GA2410;SPC TN       -   188,650.      795,420.      MT  (+/- 180 meters Scaled)
 GA2410
 GA2410                          SUPERSEDED SURVEY CONTROL
 GA2410
 GA2410  NGVD 29 (??/??/92)  268.230  (m)          880.02   (f) ADJ UNCH    2 0
 GA2410
 GA2410.Superseded values are not recommended for survey control.
 GA2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2410.See file dsdata.txt to determine how the superseded data were derived.
 GA2410
 GA2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV447892(NAD 83)
 GA2410_MARKER: DZ = AZIMUTH MARK DISK
 GA2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2410_STAMPING: BRIDGE 1961
 GA2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2410+STABILITY: SURFACE MOTION
 GA2410
 GA2410  HISTORY     - Date     Condition        Report By
 GA2410  HISTORY     - 1961     MONUMENTED       CGS
 GA2410  HISTORY     - 1982     GOOD             LOCENG
 GA2410
 GA2410                          STATION DESCRIPTION
 GA2410
 GA2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2410'1 MI E FROM KNOXVILLE.
 GA2410'FROM THE CHILOWEE SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO 1.0
 GA2410'MILE EAST ON U.S. HIGHWAY 70 25W, AND 11E.  THE AZIMUTH MARK IS
 GA2410'292 FT. WEST OF THE WEST END OF THE HONORABLE JAMES EDWARD BURKE
 GA2410'BRIDGE OVER THE HOLSTON RIVER, 32 FT. SOUTH OF THE CENTER OF
 GA2410'THE EAST BOUND TRAFFIC LANE OF THE HIGHWAY, 2 FT. NORTH OF A
 GA2410'TELEPHONE POLE AND 2.1 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK
 GA2410'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS
 GA2410'ABOUT LEVEL WITH THE HIGHWAY.
 GA2410
 GA2410                          STATION RECOVERY (1982)
 GA2410
 GA2410'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2410'THE MARK IS 1 FT. NORTH OF AN ORANGE FIBREGLAS WITNESS POST AND ALSO
 GA2410'ONE FT. NORTH OF A POWER POLE, (NOT 2.1 FT. NORTH OF A WITNESS SIGN
 GA2410'AND 2 FT. NORTH OF A TELEPHONE POLE AS WAS PREVIOUSLY DESCRIBED) THE
 GA2410'MARK IS ALSO 5 FT. SOUTH OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2414 ***********************************************************************
 GA2414  DESIGNATION -  BRIDGE RM 1
 GA2414  PID         -  GA2414
 GA2414  STATE/COUNTY-  TN/KNOX
 GA2414  USGS QUAD   -  JOHN SEVIER (1992)
 GA2414
 GA2414                         *CURRENT SURVEY CONTROL
 GA2414  ___________________________________________________________________
 GA2414* NAD 83(1986)-  36 00 56.     (N)    083 49 40.     (W)     SCALED    
 GA2414* NAVD 88     -       268.256  (meters)     880.10   (feet)  ADJUSTED  
 GA2414  ___________________________________________________________________
 GA2414  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2414  DYNAMIC HT  -         268.010 (meters)     879.30  (feet)  COMP
 GA2414  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 GA2414
 GA2414  VERT ORDER  -  SECOND    CLASS 0
 GA2414
 GA2414.The horizontal coordinates were scaled from a topographic map and have
 GA2414.an estimated accuracy of +/- 6 seconds.
 GA2414
 GA2414.The orthometric height was determined by differential leveling
 GA2414.and adjusted by the National Geodetic Survey in June 1991..
 GA2414
 GA2414.The geoid height was determined by GEOID03.
 GA2414
 GA2414.The dynamic height is computed by dividing the NAVD 88
 GA2414.geopotential number by the normal gravity value computed on the
 GA2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2414.degrees latitude (g = 980.6199 gals.).
 GA2414
 GA2414.The modeled gravity was interpolated from observed gravity values.
 GA2414
 GA2414;                    North         East    Units  Estimated Accuracy
 GA2414;SPC TN       -   188,810.      795,790.      MT  (+/- 180 meters Scaled)
 GA2414
 GA2414                          SUPERSEDED SURVEY CONTROL
 GA2414
 GA2414  NGVD 29 (??/??/92)  268.395  (m)          880.56   (f) ADJ UNCH    2 0
 GA2414
 GA2414.Superseded values are not recommended for survey control.
 GA2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2414.See file dsdata.txt to determine how the superseded data were derived.
 GA2414
 GA2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV451893(NAD 83)
 GA2414_MARKER: DR = REFERENCE MARK DISK
 GA2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2414_STAMPING: BRIDGE NO 1 1961
 GA2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2414+STABILITY: SURFACE MOTION
 GA2414
 GA2414  HISTORY     - Date     Condition        Report By
 GA2414  HISTORY     - 1961     MONUMENTED       CGS
 GA2414  HISTORY     - 1982     GOOD             NGS
 GA2414
 GA2414                          STATION DESCRIPTION
 GA2414
 GA2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2414'1.2 MI E FROM KNOXVILLE.
 GA2414'FROM THE CHILOWEE SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO 1.25
 GA2414'MILE EAST ON U.S. HIGHWAY 70, 25W, AND 11E.  THE REFERENCE MARK
 GA2414'IS 28 FT. EAST OF THE STATION MARK, AND 26 FT. SOUTH OF THE EAST
 GA2414'BOUND TRAFFIC LANE OF THE HIGHWAY.  THE DISK IS SET IN TOP OF A
 GA2414'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 GA2414'HIGHWAY.
 GA2414
 GA2414                          STATION RECOVERY (1982)
 GA2414
 GA2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GA2414'THE MARK IS LOCATED 81.3 METERS EAST OF THE EAST END OF THE HONORABLE
 GA2414'JAMES EDWARD BURKEE BRIDGE OVER THE HOLSTON RIVER, 18.3 METERS (60
 GA2414'FEET) NORTH OF THE NORTHWEST CORNER OF A CONCRETE BLOCK PUMP HOUSE,
 GA2414'1.5 METERS (5 FEET) SOUTH OF THE SOUTH EDGE OF PAVED SOULDER OF ROAD
 GA2414'AND 7.9 METERS (26 FEET) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 GA2414'LANE OF U.S. HIGHWAY 11 E, 70 AND 25 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2412 ***********************************************************************
 GA2412  DESIGNATION -  BRIDGE RM 2
 GA2412  PID         -  GA2412
 GA2412  STATE/COUNTY-  TN/KNOX
 GA2412  USGS QUAD   -  JOHN SEVIER (1992)
 GA2412
 GA2412                         *CURRENT SURVEY CONTROL
 GA2412  ___________________________________________________________________
 GA2412* NAD 83(1986)-  36 00 56.     (N)    083 49 40.     (W)     SCALED    
 GA2412* NAVD 88     -       268.771  (meters)     881.79   (feet)  ADJUSTED  
 GA2412  ___________________________________________________________________
 GA2412  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2412  DYNAMIC HT  -         268.524 (meters)     880.98  (feet)  COMP
 GA2412  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 GA2412
 GA2412  VERT ORDER  -  SECOND    CLASS 0
 GA2412
 GA2412.The horizontal coordinates were scaled from a topographic map and have
 GA2412.an estimated accuracy of +/- 6 seconds.
 GA2412
 GA2412.The orthometric height was determined by differential leveling
 GA2412.and adjusted by the National Geodetic Survey in June 1991..
 GA2412
 GA2412.The geoid height was determined by GEOID03.
 GA2412
 GA2412.The dynamic height is computed by dividing the NAVD 88
 GA2412.geopotential number by the normal gravity value computed on the
 GA2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2412.degrees latitude (g = 980.6199 gals.).
 GA2412
 GA2412.The modeled gravity was interpolated from observed gravity values.
 GA2412
 GA2412;                    North         East    Units  Estimated Accuracy
 GA2412;SPC TN       -   188,810.      795,790.      MT  (+/- 180 meters Scaled)
 GA2412
 GA2412                          SUPERSEDED SURVEY CONTROL
 GA2412
 GA2412  NGVD 29 (??/??/92)  268.909  (m)          882.25   (f) ADJ UNCH    2 0
 GA2412
 GA2412.Superseded values are not recommended for survey control.
 GA2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2412.See file dsdata.txt to determine how the superseded data were derived.
 GA2412
 GA2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV451893(NAD 83)
 GA2412_MARKER: DR = REFERENCE MARK DISK
 GA2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2412_STAMPING: BRIDGE NO 2 1961
 GA2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2412+STABILITY: SURFACE MOTION
 GA2412
 GA2412  HISTORY     - Date     Condition        Report By
 GA2412  HISTORY     - 1961     MONUMENTED       CGS
 GA2412  HISTORY     - 1982     MARK NOT FOUND   NGS
 GA2412
 GA2412                          STATION DESCRIPTION
 GA2412
 GA2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2412'1.2 MI E FROM KNOXVILLE.
 GA2412'FROM THE CHILOWEE SCHOOL IN THE EAST EDGE OF KNOXVILLE, GO 1.25
 GA2412'MILES EAST ON U.S. HIGHWAY 70, 25W, AND 11E.  THE REFERENCE MARK
 GA2412'IS 52.6 FT. NORTH OF THESTATION MARK, 238 FT. EAST OF THE EAST
 GA2412'END OF HONORABLE JAMES EDWARD BURKE BRIDGE, AND IS SET IN THE
 GA2412'MEDIAN OF THE HIGHWAY.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2412'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 GA2412
 GA2412                          STATION RECOVERY (1982)
 GA2412
 GA2412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GA2412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3272 ***********************************************************************
 GA3272  DESIGNATION -  BRIDGE RM 3
 GA3272  PID         -  GA3272
 GA3272  STATE/COUNTY-  TN/KNOX
 GA3272  USGS QUAD   -  JOHN SEVIER (1992)
 GA3272
 GA3272                         *CURRENT SURVEY CONTROL
 GA3272  ___________________________________________________________________
 GA3272* NAD 83(1986)-  36 00 56.     (N)    083 49 40.     (W)     SCALED    
 GA3272* NAVD 88     -       268.99   (meters)     882.5    (feet)  RESET     
 GA3272  ___________________________________________________________________
 GA3272  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA3272
 GA3272  VERT ORDER  -  THIRD
 GA3272
 GA3272.The horizontal coordinates were scaled from a topographic map and have
 GA3272.an estimated accuracy of +/- 6 seconds.
 GA3272
 GA3272.The orthometric height was computed from unverified reset data.
 GA3272.No vertical observational check was made to the station.
 GA3272
 GA3272.The geoid height was determined by GEOID03.
 GA3272
 GA3272;                    North         East    Units  Estimated Accuracy
 GA3272;SPC TN       -   188,810.      795,790.      MT  (+/- 180 meters Scaled)
 GA3272
 GA3272                          SUPERSEDED SURVEY CONTROL
 GA3272
 GA3272  NGVD 29 (10/12/01)  269.13   (m)          883.0    (f) RESET       3  
 GA3272
 GA3272.Superseded values are not recommended for survey control.
 GA3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3272.See file dsdata.txt to determine how the superseded data were derived.
 GA3272
 GA3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV451893(NAD 83)
 GA3272_MARKER: DR = REFERENCE MARK DISK
 GA3272_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GA3272_SP_SET: WINGWALL
 GA3272_STAMPING: BRIDGE 1961 NO 3 1982
 GA3272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3272
 GA3272  HISTORY     - Date     Condition        Report By
 GA3272  HISTORY     - 1982     MONUMENTED       NGS
 GA3272  HISTORY     - 1982     GOOD             LOCENG
 GA3272
 GA3272                          STATION DESCRIPTION
 GA3272
 GA3272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GA3272'1.25 MI EAST FROM KNOXVILLE.
 GA3272'FROM THE CHILOWEE SCHOOL, AT THE EAST EDGE OF KNOXVILLE, GO 1.25
 GA3272'MILES EAST ALONG U.S. HIGHWAYS 70, 25W, AND 11E, IN THE TOP OF THE
 GA3272'SOUTHEAST WINGWALL OF THE EASTBOUND  BRIDGE (HONORABLO JAMES EDWARD
 GA3272'BURKE) OVER THE HOLSTON RIVER, 0.2 METERS (6 IN) ABOVE LEVEL
 GA3272'OF PAVEMENT, 0.3 METER (1.0 FT) WEST OF WEST END OF A METAL GUARD
 GA3272'RAIL, AND 0.3 METER (1.0 FT) SOUTH OF A CONCRETE GUARD RAIL.
 GA3272
 GA3272                          STATION RECOVERY (1982)
 GA3272
 GA3272'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA3272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1442 ***********************************************************************
 FD1442  DESIGNATION -  BRIER
 FD1442  PID         -  FD1442
 FD1442  STATE/COUNTY-  TN/FRANKLIN
 FD1442  USGS QUAD   -  PITCHER RIDGE (1982)
 FD1442
 FD1442                         *CURRENT SURVEY CONTROL
 FD1442  ___________________________________________________________________
 FD1442* NAD 83(1995)-  35 05 41.83172(N)    086 02 26.43030(W)     ADJUSTED  
 FD1442* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 FD1442  ___________________________________________________________________
 FD1442  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FD1442  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD1442
 FD1442  HORZ ORDER  -  SECOND
 FD1442
 FD1442.The horizontal coordinates were established by classical geodetic methods
 FD1442.and adjusted by the National Geodetic Survey in April 1999..
 FD1442
 FD1442.The orthometric height was scaled from a topographic map.
 FD1442
 FD1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1442
 FD1442.The geoid height was determined by GEOID03.
 FD1442
 FD1442;                    North         East     Units Scale Factor Converg.
 FD1442;SPC TN       -    84,503.594   596,291.026   MT  1.00003098   -0 01 25.7
 FD1442;SPC TN       -   277,242.21  1,956,331.47   sFT  1.00003098   -0 01 25.7
 FD1442;UTM  16      - 3,883,993.989   587,440.137   MT  0.99969423   +0 33 05.7
 FD1442
 FD1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1442!SPC TN       -   0.99991315  x   1.00003098  =   0.99994412
 FD1442!UTM  16      -   0.99991315  x   0.99969423  =   0.99960740
 FD1442
 FD1442:                Primary Azimuth Mark                     Grid Az
 FD1442:SPC TN       -  SEWANEE MUNICIPAL TANK                   042 06 24.6
 FD1442:UTM  16      -  SEWANEE MUNICIPAL TANK                   041 31 53.2
 FD1442
 FD1442|---------------------------------------------------------------------|
 FD1442| PID    Reference Object                     Distance      Geod. Az  |
 FD1442|                                                           dddmmss.s |
 FD1442| FC1907 SEWANEE MUNICIPAL TANK              APPROX.16.6 KM 0420458.9 |
 FD1442| CG4880 BRIER RM 2                           40.197 METERS 08047     |
 FD1442| CG4878 BRIER AZ MK                                        2013238.0 |
 FD1442| FD0206 COLE                                APPROX.15.7 KM 2910842.6 |
 FD1442| CG4879 BRIER RM 1                           29.867 METERS 33232     |
 FD1442|---------------------------------------------------------------------|
 FD1442
 FD1442                          SUPERSEDED SURVEY CONTROL
 FD1442
 FD1442  NAD 83(1995)-  35 05 41.83293(N)    086 02 26.43087(W) AD(       ) 2
 FD1442  NAD 83(1995)-  35 05 41.83452(N)    086 02 26.43099(W) AD(       ) 2
 FD1442  NAD 83(1995)-  35 05 41.84048(N)    086 02 26.43109(W) AD(       ) 2
 FD1442  NAD 83(1986)-  35 05 41.84200(N)    086 02 26.43084(W) AD(       ) 2
 FD1442  NAD 27      -  35 05 41.53400(N)    086 02 26.48700(W) AD(       ) 2
 FD1442
 FD1442.Superseded values are not recommended for survey control.
 FD1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1442.See file dsdata.txt to determine how the superseded data were derived.
 FD1442
 FD1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8744083994(NAD 83)
 FD1442_MARKER: DS = TRIANGULATION STATION DISK
 FD1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1442
 FD1442  HISTORY     - Date     Condition        Report By
 FD1442  HISTORY     - 1934     MONUMENTED       CGS
 FD1442
 FD1442                          STATION DESCRIPTION
 FD1442
 FD1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1442'ABOUT 7.5 MILES SOUTH-SOUTHEAST OF WINCHESTER, 7.1 MILES WEST OF
 FD1442'SHERWOOD, 5.25
 FD1442'MILES SOUTH-SOUTHWEST OF COWAN, ON SUMMIT OF HIGH
 FD1442'FLAT-TOPPED RIDGE WHICH IS
 FD1442'ENCLOSED IN SEMICIRCLE OF HIGHER RIDGES
 FD1442'OPEN TO NORTHWEST.  TO REACH FROM RAILROAD
 FD1442'STATION AT COWAN, FOLLOW
 FD1442'STATE ROUTE 15 WEST 0.3 MILE TO TOWN WATER TANK, TURN LEFT
 FD1442'(SOUTH) AND GO
 FD1442'2.0 MILES TO ROUGH, ROCKY T-ROAD LEADING UP HILL, TURN LEFT
 FD1442'ONTO THIS ROAD AND GO
 FD1442'3.95 MILES TO JUNCTION OF FOUR ROADS, AND
 FD1442'FOLLOW EXTREME RIGHT FORK 0.55 MILE TO
 FD1442'TRIANGLE- BLAZED TREE ON RIGHT
 FD1442'AND STATION.  STATION IS ON HIGHEST POINT OF RIDGE, 65
 FD1442'YARDS NORTH OF
 FD1442'ROAD, ON DIM WOODS ROAD TO NORTH, 40 FEET NORTHWEST OF LEANING SNAG,
 FD1442'AND 16.5 FEET
 FD1442'SOUTHEAST OF 18-INCH OAK.  SURFACE AND UNDERGROUND
 FD1442'MARKS ARE STANDARD STATION DISKS
 FD1442'IN CONCRETE.
 FD1442'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FD1442'DISKS IN CONCRETE,
 FD1442'NO 1 IS JUST OFF NORTHWEST EDGE OF SUMMIT AND 97.99 FEET
 FD1442'FROM STATION
 FD1442'N 27 DEG 28 MIN W.  NO 2 IS AT BASE OF 30-INCH
 FD1442'OAK AND 131.88 FEET FROM STATION
 FD1442'N 80 DEG 47 MIN E.  AZIMUTH
 FD1442'MARK PROJECTING 8 INCHES ABOVE GROUND, IS AT DIM
 FD1442'ROADS FORK, 50 YARDS
 FD1442'WEST OF POINT WHERE DIM ROAD TURNS OFF TO STATION, 9 FEET SOUTH OF
 FD1442'CENTER OF MAIN
 FD1442'ROAD, 3 FEET WEST OF 16-INCH OAK, AND 0.15 MILE FROM
 FD1442'STATION S 21 DEG 33 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0169 ***********************************************************************
 FE0169  DESIGNATION -  BRITT
 FE0169  PID         -  FE0169
 FE0169  STATE/COUNTY-  TN/HENDERSON
 FE0169  USGS QUAD   -  YUMA (1986)
 FE0169
 FE0169                         *CURRENT SURVEY CONTROL
 FE0169  ___________________________________________________________________
 FE0169* NAD 83(1995)-  35 47 43.65159(N)    088 22 05.95501(W)     ADJUSTED  
 FE0169* NAVD 88     -       162.808  (meters)     534.15   (feet)  ADJUSTED  
 FE0169  ___________________________________________________________________
 FE0169  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FE0169  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0169  DYNAMIC HT  -         162.666 (meters)     533.68  (feet)  COMP
 FE0169  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FE0169
 FE0169  HORZ ORDER  -  SECOND
 FE0169  VERT ORDER  -  SECOND    CLASS 0
 FE0169
 FE0169.The horizontal coordinates were established by classical geodetic methods
 FE0169.and adjusted by the National Geodetic Survey in April 1999..
 FE0169
 FE0169.The orthometric height was determined by differential leveling
 FE0169.and adjusted by the National Geodetic Survey in June 1991..
 FE0169
 FE0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0169
 FE0169.The geoid height was determined by GEOID03.
 FE0169
 FE0169.The dynamic height is computed by dividing the NAVD 88
 FE0169.geopotential number by the normal gravity value computed on the
 FE0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0169.degrees latitude (g = 980.6199 gals.).
 FE0169
 FE0169.The modeled gravity was interpolated from observed gravity values.
 FE0169
 FE0169;                    North         East     Units Scale Factor Converg.
 FE0169;SPC TN       -   164,811.383   385,945.299   MT  0.99994863   -1 23 11.4
 FE0169;SPC TN       -   540,718.68  1,266,222.20   sFT  0.99994863   -1 23 11.4
 FE0169;UTM  16      - 3,962,125.876   376,355.081   MT  0.99978839   -0 48 01.5
 FE0169
 FE0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0169!SPC TN       -   0.99997888  x   0.99994863  =   0.99992751
 FE0169!UTM  16      -   0.99997888  x   0.99978839  =   0.99976727
 FE0169
 FE0169|---------------------------------------------------------------------|
 FE0169| PID    Reference Object                     Distance      Geod. Az  |
 FE0169|                                                           dddmmss.s |
 FE0169| FE0168 BRITT RM 1                           23.002 METERS 14327     |
 FE0169| FE0171 BRITT AZ MK                                        1771232.2 |
 FE0169| FE0170 BRITT RM 2                           26.265 METERS 22755     |
 FE0169|---------------------------------------------------------------------|
 FE0169
 FE0169                          SUPERSEDED SURVEY CONTROL
 FE0169
 FE0169  NAD 83(1995)-  35 47 43.65434(N)    088 22 05.96163(W) AD(       ) 2
 FE0169  NAD 83(1986)-  35 47 43.66209(N)    088 22 05.95589(W) AD(       ) 2
 FE0169  NAD 27      -  35 47 43.42460(N)    088 22 05.78530(W) AD(       ) 2
 FE0169  NGVD 29 (??/??/??)  162.830  (m)          534.22   (f) ADJUSTED    2 0
 FE0169
 FE0169.Superseded values are not recommended for survey control.
 FE0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0169.See file dsdata.txt to determine how the superseded data were derived.
 FE0169
 FE0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7635562126(NAD 83)
 FE0169_MARKER: DE = TRAVERSE STATION DISK
 FE0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0169_STAMPING: BRITT 1959
 FE0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0169+STABILITY: SURFACE MOTION
 FE0169
 FE0169  HISTORY     - Date     Condition        Report By
 FE0169  HISTORY     - 1959     MONUMENTED       CGS
 FE0169  HISTORY     - 1959     GOOD             CGS
 FE0169  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0169
 FE0169                          STATION DESCRIPTION
 FE0169
 FE0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0169'THE STATION IS LOCATED ON A SMALL WOODED HILL ABOUT 5 MILES
 FE0169'SOUTH-SOUTHEAST OF CLARKSBURG, 1 MILE EAST-NORTHEAST OF PARKER
 FE0169'CROSSROADS AND 1 MILE NORTH-NORTHWEST OF WILDERVILLE.
 FE0169'
 FE0169'TO REACH THE STATION FROM PARKER CROSSROADS, 14 MILES SOUTH OF
 FE0169'HUNTINGDON, GO EAST ON A BLACKTOP ROAD FOR 1.6 MILES TO A
 FE0169'BLACKTOP ROAD LEADING NORTH, TURN LEFT AND GO NORTH FOR 0.8 MILE TO
 FE0169'WHERE THE ROAD CURVES RIGHT AND A FARM DRIVEWAY LEADING TO
 FE0169'THE LEFT, TURN LEFT INTO THE DRIVEWAY AND PASS MR. DERRYBERRYS HOUSE
 FE0169'ON THE RIGHT AND GO 0.05 MILE TO A WOODEN GATE INTO A BARN
 FE0169'LOT, PASS THROUGH THE GATE AND GO ACROSS THE BARN LOT FOR 0.1 MILE TO
 FE0169'ANOTHER GATE AT THE NORTHWEST CORNER OF THE LOT AND THE STATION
 FE0169'ABOUT 60 YARDS NORTHWEST AS DESCRIBED.
 FE0169'
 FE0169'THE STATION IS 65 FEET NORTH OF THE NORTH END AND CENTER OF A
 FE0169'CULTIVATED FIELD AND 3.5 FEET WEST OF A WITNESS SIGN. IT IS A
 FE0169'STANDARD TRAVERSE DISK WITH UNDERGROUND MARK, IS SET FLUSH WITH THE
 FE0169'SURFACE OF THE GROUND AND IS STAMPED BRITT 1959.
 FE0169'
 FE0169'REFERENCE MARK NO. 1 IS 50 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 FE0169'THE FIELD, IS SET FLUSH WITH THE SURFACE
 FE0169'OF THE GROUND AND IS STAMPED BRITT NO 1 1959.
 FE0169'
 FE0169'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF THE NORTH END OF THE FIELD,
 FE0169'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BRITT
 FE0169'NO 2 1959.
 FE0169'
 FE0169'THE AZIMUTH MARK IS AT THE SOUTH END OF THE FIELD AND 2.8 FEET WEST
 FE0169'OF A WITNESS SIGN, IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FE0169'AND IS STAMPED BRITT 1959.
 FE0169'
 FE0169'TO REACH THE AZIMUTH MARK FROM THE GATE ENTERING THE FIELD, GO SOUTH
 FE0169'ALONG THE EAST EDGE OF THE FIELD FOR ABOUT 0.2 MILE TO THE SOUTH
 FE0169'END OF THE FIELD AND THE MARK AS DESCRIBED.
 FE0169'
 FE0169'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE0169
 FE0169                          STATION RECOVERY (1959)
 FE0169
 FE0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0169'5 MI SSW FROM YUMA.
 FE0169'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0169'RAILROAD FROM THE STATION, THENCE 1.0 MILES EAST ON A DIRT
 FE0169'ROAD TO A FARM DRIVEWAY, GO 0.05 MILE TO A WOODEN GATE INTO A
 FE0169'BARN LOT, PASS THROUGH THE GATE AND GO ACROSS THE BARN LOT FOR
 FE0169'0.1 MILE TO ANOTHER GATE AT THE NORTHWEST CORNER OF THE LOT
 FE0169'AND THE STATION ABOUT 60 YARDS NORTHWEST AS DESCRIBED, 65 FT.
 FE0169'NORTH OF THE NORTH END AND CENTER OF A CULTIVATED FIELD, 3.5
 FE0169'FT. WEST OF A WITNESS SIGN, A STANDARD TRAVERSE DISK SET IN TOP
 FE0169'OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 FE0169
 FE0169                          STATION RECOVERY (1972)
 FE0169
 FE0169'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE0169'CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0169'
 FE0169'HEAVY UNDERBRUSH.
 FE0169'
 FE0169'EVIDENCE OF EQUIPMENT AND DOZIER WORK.
 FE0169'
 FE0169'STATION PROBABLY FALL ON INSIDE OF RIGHT-OF-WAY FENCE.
 FE0169'
 FE0169'BRITT RM 1-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0169'
 FE0169'HEAVY UNDERBRUSH.
 FE0169'
 FE0169'EVIDENCE OF DOZIER WORK.
 FE0169'
 FE0169'BRITT RM 2-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0169'
 FE0169'EVIDENCE OF DOZIER WORK.
 FE0169'
 FE0169'HEAVY UNDERBRUSH.
 FE0169'
 FE0169'BRITT AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0169'
 FE0169'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BRITT 1959.
 FE0169'
 FE0169'ADD--
 FE0169'20.6 N 05 W OF 8 INCH PERSIMMON.
 FE0169'50.6 S 70 W OF 8 INCH RED OAK.
 FE0169'
 FE0169'DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MILES SE CLARKSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0171 ***********************************************************************
 FE0171  DESIGNATION -  BRITT AZ MK
 FE0171  PID         -  FE0171
 FE0171  STATE/COUNTY-  TN/HENDERSON
 FE0171  USGS QUAD   -  YUMA (1986)
 FE0171
 FE0171                         *CURRENT SURVEY CONTROL
 FE0171  ___________________________________________________________________
 FE0171* NAD 83(1986)-  35 47 34.     (N)    088 22 00.     (W)     SCALED    
 FE0171* NAVD 88     -       158.076  (meters)     518.62   (feet)  ADJUSTED  
 FE0171  ___________________________________________________________________
 FE0171  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0171  DYNAMIC HT  -         157.937 (meters)     518.16  (feet)  COMP
 FE0171  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 FE0171
 FE0171  VERT ORDER  -  SECOND    CLASS 0
 FE0171
 FE0171.The horizontal coordinates were scaled from a topographic map and have
 FE0171.an estimated accuracy of +/- 6 seconds.
 FE0171
 FE0171.The orthometric height was determined by differential leveling
 FE0171.and adjusted by the National Geodetic Survey in June 1991..
 FE0171
 FE0171.The geoid height was determined by GEOID03.
 FE0171
 FE0171.The dynamic height is computed by dividing the NAVD 88
 FE0171.geopotential number by the normal gravity value computed on the
 FE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0171.degrees latitude (g = 980.6199 gals.).
 FE0171
 FE0171.The modeled gravity was interpolated from observed gravity values.
 FE0171
 FE0171;                    North         East    Units  Estimated Accuracy
 FE0171;SPC TN       -   164,510.      386,090.      MT  (+/- 180 meters Scaled)
 FE0171
 FE0171                          SUPERSEDED SURVEY CONTROL
 FE0171
 FE0171  NGVD 29 (??/??/??)  158.098  (m)          518.69   (f) ADJUSTED    2 0
 FE0171
 FE0171.Superseded values are not recommended for survey control.
 FE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0171.See file dsdata.txt to determine how the superseded data were derived.
 FE0171
 FE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE765618(NAD 83)
 FE0171_MARKER: DZ = AZIMUTH MARK DISK
 FE0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0171_STAMPING: BRITT 1959
 FE0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0171+STABILITY: SURFACE MOTION
 FE0171
 FE0171  HISTORY     - Date     Condition        Report By
 FE0171  HISTORY     - 1959     MONUMENTED       CGS
 FE0171  HISTORY     - 1959     GOOD             CGS
 FE0171
 FE0171                          STATION DESCRIPTION
 FE0171
 FE0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0171'5.2 MI SSW FROM YUMA.
 FE0171'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0171'RAILROAD FROM THE STATION, THENCE 1.0 MILE EAST ON A DIRT
 FE0171'ROAD TO A FARM DRIVEWAY, GO 0.05 MILE TO A WOODEN GATE INTO A
 FE0171'BARN LOT, PASS THROUGH THE GATE AND GO ACROSS THE BARN LOT FOR
 FE0171'0.1 MILE TO ANOTHER GATE AT THE NORTHWEST CORNER OF THE LOT, GO
 FE0171'SOUTH ALONG THE EAST EDGE OF THE FIELD FOR ABOUT 0.2 MILE TO
 FE0171'THE SOUTH END OF THE FIELD, 2.8 FT. WEST OF A WITNESS SIGN, A
 FE0171'DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE SURFACE
 FE0171'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0168 ***********************************************************************
 FE0168  DESIGNATION -  BRITT RM 1
 FE0168  PID         -  FE0168
 FE0168  STATE/COUNTY-  TN/HENDERSON
 FE0168  USGS QUAD   -  YUMA (1986)
 FE0168
 FE0168                         *CURRENT SURVEY CONTROL
 FE0168  ___________________________________________________________________
 FE0168* NAD 83(1986)-  35 47 41.     (N)    088 22 04.     (W)     SCALED    
 FE0168* NAVD 88     -       161.404  (meters)     529.54   (feet)  ADJUSTED  
 FE0168  ___________________________________________________________________
 FE0168  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0168  DYNAMIC HT  -         161.262 (meters)     529.07  (feet)  COMP
 FE0168  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 FE0168
 FE0168  VERT ORDER  -  SECOND    CLASS 0
 FE0168
 FE0168.The horizontal coordinates were scaled from a topographic map and have
 FE0168.an estimated accuracy of +/- 6 seconds.
 FE0168
 FE0168.The orthometric height was determined by differential leveling
 FE0168.and adjusted by the National Geodetic Survey in June 1991..
 FE0168
 FE0168.The geoid height was determined by GEOID03.
 FE0168
 FE0168.The dynamic height is computed by dividing the NAVD 88
 FE0168.geopotential number by the normal gravity value computed on the
 FE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0168.degrees latitude (g = 980.6199 gals.).
 FE0168
 FE0168.The modeled gravity was interpolated from observed gravity values.
 FE0168
 FE0168;                    North         East    Units  Estimated Accuracy
 FE0168;SPC TN       -   164,730.      385,990.      MT  (+/- 180 meters Scaled)
 FE0168
 FE0168                          SUPERSEDED SURVEY CONTROL
 FE0168
 FE0168  NGVD 29 (??/??/??)  161.425  (m)          529.61   (f) ADJUSTED    2 0
 FE0168
 FE0168.Superseded values are not recommended for survey control.
 FE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0168.See file dsdata.txt to determine how the superseded data were derived.
 FE0168
 FE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE764620(NAD 83)
 FE0168_MARKER: DR = REFERENCE MARK DISK
 FE0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0168_STAMPING: BRITT NO 1 1959
 FE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0168+STABILITY: SURFACE MOTION
 FE0168
 FE0168  HISTORY     - Date     Condition        Report By
 FE0168  HISTORY     - 1959     MONUMENTED       CGS
 FE0168  HISTORY     - 1959     GOOD             CGS
 FE0168
 FE0168                          STATION DESCRIPTION
 FE0168
 FE0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0168'5 MI SSW FROM YUMA.
 FE0168'THIS MARK IS LOCATED AT THE BRITT 1959 STATION SITE, 75.5 FT.
 FE0168'SOUTH-SOUTHEAST OF THE STATION MARK, 50 FT. NORTHWEST OF THE
 FE0168'NORTHEAST CORNER OF THE FIELD, A STANDARD REFERENCE DISK
 FE0168'SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0170 ***********************************************************************
 FE0170  DESIGNATION -  BRITT RM 2
 FE0170  PID         -  FE0170
 FE0170  STATE/COUNTY-  TN/HENDERSON
 FE0170  USGS QUAD   -  YUMA (1986)
 FE0170
 FE0170                         *CURRENT SURVEY CONTROL
 FE0170  ___________________________________________________________________
 FE0170* NAD 83(1986)-  35 47 41.     (N)    088 22 04.     (W)     SCALED    
 FE0170* NAVD 88     -       161.582  (meters)     530.12   (feet)  ADJUSTED  
 FE0170  ___________________________________________________________________
 FE0170  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0170  DYNAMIC HT  -         161.441 (meters)     529.66  (feet)  COMP
 FE0170  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 FE0170
 FE0170  VERT ORDER  -  SECOND    CLASS 0
 FE0170
 FE0170.The horizontal coordinates were scaled from a topographic map and have
 FE0170.an estimated accuracy of +/- 6 seconds.
 FE0170
 FE0170.The orthometric height was determined by differential leveling
 FE0170.and adjusted by the National Geodetic Survey in June 1991..
 FE0170
 FE0170.The geoid height was determined by GEOID03.
 FE0170
 FE0170.The dynamic height is computed by dividing the NAVD 88
 FE0170.geopotential number by the normal gravity value computed on the
 FE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0170.degrees latitude (g = 980.6199 gals.).
 FE0170
 FE0170.The modeled gravity was interpolated from observed gravity values.
 FE0170
 FE0170;                    North         East    Units  Estimated Accuracy
 FE0170;SPC TN       -   164,730.      385,990.      MT  (+/- 180 meters Scaled)
 FE0170
 FE0170                          SUPERSEDED SURVEY CONTROL
 FE0170
 FE0170  NGVD 29 (??/??/??)  161.604  (m)          530.20   (f) ADJUSTED    2 0
 FE0170
 FE0170.Superseded values are not recommended for survey control.
 FE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0170.See file dsdata.txt to determine how the superseded data were derived.
 FE0170
 FE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE764620(NAD 83)
 FE0170_MARKER: DR = REFERENCE MARK DISK
 FE0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0170_STAMPING: BRITT NO 2 1959
 FE0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0170+STABILITY: SURFACE MOTION
 FE0170
 FE0170  HISTORY     - Date     Condition        Report By
 FE0170  HISTORY     - 1959     MONUMENTED       CGS
 FE0170  HISTORY     - 1959     GOOD             CGS
 FE0170
 FE0170                          STATION DESCRIPTION
 FE0170
 FE0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0170'5 MI SSW FROM YUMA.
 FE0170'THIS MARK IS LOCATED AT THE BRITT 1959 STATION SITE, 86.2 FT.
 FE0170'SOUTH-SOUTHWEST OF THE STATION MARK, 15 FT. NORTH OF THE NORTH
 FE0170'END OF THE FIELD, A STANDARD REFERENCE DISK SET IN TOP OF A
 FE0170'CONCRETE POST SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2287 ***********************************************************************
 FE2287  DESIGNATION -  BRITTON LANE LOT WT 28
 FE2287  PID         -  FE2287
 FE2287  STATE/COUNTY-  TN/MADISON
 FE2287  USGS QUAD   -  TEAGUE (1981)
 FE2287
 FE2287                         *CURRENT SURVEY CONTROL
 FE2287  ___________________________________________________________________
 FE2287* NAD 83(1995)-  35 28 56.93765(N)    088 57 07.60910(W)     ADJUSTED  
 FE2287* NAVD 88     -                                                        
 FE2287  ___________________________________________________________________
 FE2287  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FE2287  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE2287
 FE2287  HORZ ORDER  -  THIRD
 FE2287
 FE2287.The horizontal coordinates were established by classical geodetic methods
 FE2287.and adjusted by the National Geodetic Survey in April 1999..
 FE2287
 FE2287
 FE2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2287
 FE2287.The geoid height was determined by GEOID03.
 FE2287
 FE2287;                    North         East     Units Scale Factor Converg.
 FE2287;SPC TN       -   131,537.497   332,147.820   MT  0.99996712   -1 43 41.8
 FE2287;SPC TN       -   431,552.60  1,089,721.64   sFT  0.99996712   -1 43 41.8
 FE2287;UTM  16      - 3,928,302.235   322,907.062   MT  0.99998649   -1 08 00.3
 FE2287
 FE2287                          SUPERSEDED SURVEY CONTROL
 FE2287
 FE2287  NAD 83(1995)-  35 28 56.94339(N)    088 57 07.61316(W) AD(       ) 4
 FE2287  NAD 83(1986)-  35 28 56.94935(N)    088 57 07.60987(W) AD(       ) 4
 FE2287  NAD 27      -  35 28 56.67000(N)    088 57 07.39000(W) AD(       ) 3
 FE2287
 FE2287.Superseded values are not recommended for survey control.
 FE2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2287.See file dsdata.txt to determine how the superseded data were derived.
 FE2287
 FE2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2290728302(NAD 83)
 FE2287_MARKER: 57 = LOOKOUT TOWER
 FE2287
 FE2287  HISTORY     - Date     Condition        Report By
 FE2287  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2287
 FE2287                          STATION DESCRIPTION
 FE2287
 FE2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2287'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER. THE TOWER
 FE2287'IS A FOUR LEGGED STEEL STRUCTURE, UNPAINTED AND HAS A SMALL
 FE2287'HOUSE-LIKE STRUCTURE ON THE TOP. THE OVERALL HEIGHT OF THE TOWER IS
 FE2287'85 FEET.
 FE2287'
 FE2287'TO REACH THE TOWER FROM THE CEMETERY AT THE SOUTH EDGE OF THE SMALL
 FE2287'VILLAGE OF UPTONVILLE, GO NORTH ON STEAM MILL FERRY ROAD FOR 3.65
 FE2287'MILES TO ROBINS GROCERY AND SERVICE STATION ON THE LEFT. THE TOWER IS
 FE2287'ABOUT 150 FEET WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1211 ***********************************************************************
 FE1211  DESIGNATION -  BROAD
 FE1211  PID         -  FE1211
 FE1211  STATE/COUNTY-  TN/SHELBY
 FE1211  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1211
 FE1211                         *CURRENT SURVEY CONTROL
 FE1211  ___________________________________________________________________
 FE1211* NAD 83(1995)-  35 08 50.26677(N)    089 57 51.93476(W)     ADJUSTED  
 FE1211* NAVD 88     -        84.396  (meters)     276.89   (feet)  ADJUSTED  
 FE1211  ___________________________________________________________________
 FE1211  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FE1211  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1211  DYNAMIC HT  -          84.320 (meters)     276.64  (feet)  COMP
 FE1211  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FE1211
 FE1211  HORZ ORDER  -  SECOND
 FE1211  VERT ORDER  -  SECOND    CLASS 0
 FE1211
 FE1211.The horizontal coordinates were established by classical geodetic methods
 FE1211.and adjusted by the National Geodetic Survey in April 1999..
 FE1211
 FE1211.The orthometric height was determined by differential leveling
 FE1211.and adjusted by the National Geodetic Survey in June 1991..
 FE1211
 FE1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1211
 FE1211.The geoid height was determined by GEOID03.
 FE1211
 FE1211.The dynamic height is computed by dividing the NAVD 88
 FE1211.geopotential number by the normal gravity value computed on the
 FE1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1211.degrees latitude (g = 980.6199 gals.).
 FE1211
 FE1211.The modeled gravity was interpolated from observed gravity values.
 FE1211
 FE1211;                    North         East     Units Scale Factor Converg.
 FE1211;SPC TN       -    97,626.054   238,836.176   MT  1.00001971   -2 19 15.4
 FE1211;SPC TN       -   320,294.81    783,581.69   sFT  1.00001971   -2 19 15.4
 FE1211;UTM  16      - 3,893,401.930   229,935.882   MT  1.00049896   -1 42 27.3
 FE1211;UTM  15      - 3,893,597.545   776,547.795   MT  1.00054265   +1 44 55.1
 FE1211
 FE1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1211!SPC TN       -   0.99999104  x   1.00001971  =   1.00001075
 FE1211!UTM  16      -   0.99999104  x   1.00049896  =   1.00049000
 FE1211!UTM  15      -   0.99999104  x   1.00054265  =   1.00053369
 FE1211
 FE1211                          SUPERSEDED SURVEY CONTROL
 FE1211
 FE1211  NAD 83(1995)-  35 08 50.26929(N)    089 57 51.93406(W) AD(       ) 2
 FE1211  NAD 83(1995)-  35 08 50.27223(N)    089 57 51.93450(W) AD(       ) 2
 FE1211  NAD 83(1986)-  35 08 50.27718(N)    089 57 51.93570(W) AD(       ) 2
 FE1211  NAD 27      -  35 08 49.95550(N)    089 57 51.61510(W) AD(       ) 2
 FE1211  NGVD 29 (??/??/??)   84.371  (m)          276.81   (f) ADJUSTED    2 0
 FE1211
 FE1211.Superseded values are not recommended for survey control.
 FE1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1211.See file dsdata.txt to determine how the superseded data were derived.
 FE1211
 FE1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2993693402(NAD 83)
 FE1211_MARKER: DE = TRAVERSE STATION DISK
 FE1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1211_SP_SET: SIDEWALK
 FE1211_STAMPING: BROAD 1959
 FE1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1211
 FE1211  HISTORY     - Date     Condition        Report By
 FE1211  HISTORY     - 1959     MONUMENTED       CGS
 FE1211  HISTORY     - 1959     GOOD             CGS
 FE1211  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1211  HISTORY     - 19940810 MARK NOT FOUND   TN1620
 FE1211
 FE1211                          STATION DESCRIPTION
 FE1211
 FE1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1211'THE STATION IS LOCATED AT THE INTERSECTION OF CARPENTER STREET AND
 FE1211'BROAD AVENUE IN THE NORTH CENTRAL SECTION OF MEMPHIS, ABOUT 3.0 MILES
 FE1211'EAST OF THE MAIN SEARS, ROEBUCK AND CO. STORE BUILDING, 0.2 MILE
 FE1211'SOUTH OF SUMMER AVENUE, AND NEAR THE SOUTHEAST CORNER OF THE
 FE1211'LESTER SCHOOL GROUNDS.
 FE1211'
 FE1211'THE STATION MARK, A STANDARD TRAVERSE DISK STAMPED BROAD 1959, IS SET
 FE1211'IN A DRILL HOLE IN A CONCRETE WALK.  IT IS 30 FEET
 FE1211'WEST-NORTHWEST OF A FIRE HYDRANT, 28 FEET EAST-SOUTHEAST OF A POWER
 FE1211'LINE POLE, 14 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF BROAD
 FE1211'AVE., AND 4 FEET SOUTH OF THE SOUTH CURB OF BROAD AVE.
 FE1211'
 FE1211'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 FE1211
 FE1211                          STATION RECOVERY (1959)
 FE1211
 FE1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1211'IN MEMPHIS.
 FE1211'THE STATION IS LOCATED AT THE INTERSECTION OF CARPENTER STREET
 FE1211'AND BROAD AVENUE IN THE NORTH CENTRAL SECTION OF MEMPHIS, ABOUT
 FE1211'3.0 MILES EAST OF THE MAIN SEARS, ROBUCK AND CO. STORE BUILDING,
 FE1211'0.2 MILE SOUTH OF SUMMER AVENUE, AND NEAR THE SOUTHEAST CORNER
 FE1211'OF THE LESTER SCHOOL GROUNDS.  THE STATION MARK IS A STANDARD
 FE1211'STATION TRAVERSE DISK, SET FLUSH IN A DRILL HOLE IN THE SIDEWALK.
 FE1211'IT IS 30 FEET WEST-NORTHWEST OF A FIRE HYDRANT, 28 FEET
 FE1211'EAST-SOUTHEAST OF A POWER LINE POLE, 14 FEET SOUTH OF THE CENTER
 FE1211'OF THE SOUTH LANE OF BROAD AVE., AND 4 FEET SOUTH OF THE SOUTH
 FE1211'CURB OF BROAD AVE.
 FE1211
 FE1211                          STATION RECOVERY (1989)
 FE1211
 FE1211'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1211'MARK NOT FOUND.
 FE1211
 FE1211                          STATION RECOVERY (1994)
 FE1211
 FE1211'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1127 ***********************************************************************
 GD1127  DESIGNATION -  BROADMOOR
 GD1127  PID         -  GD1127
 GD1127  STATE/COUNTY-  TN/DYER
 GD1127  USGS QUAD   -  MISTON (1983)
 GD1127
 GD1127                         *CURRENT SURVEY CONTROL
 GD1127  ___________________________________________________________________
 GD1127* NAD 83(1995)-  36 12 45.39643(N)    089 27 53.11394(W)     ADJUSTED  
 GD1127* NAVD 88     -        84.557  (meters)     277.42   (feet)  ADJUSTED  
 GD1127  ___________________________________________________________________
 GD1127  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GD1127  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1127  DYNAMIC HT  -          84.487 (meters)     277.19  (feet)  COMP
 GD1127  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 GD1127
 GD1127  HORZ ORDER  -  THIRD
 GD1127  VERT ORDER  -  FIRST     CLASS I
 GD1127
 GD1127.The horizontal coordinates were established by classical geodetic methods
 GD1127.and adjusted by the National Geodetic Survey in April 1999..
 GD1127
 GD1127.The orthometric height was determined by differential leveling
 GD1127.and adjusted by the National Geodetic Survey in June 1991..
 GD1127
 GD1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1127
 GD1127.The geoid height was determined by GEOID03.
 GD1127
 GD1127.The dynamic height is computed by dividing the NAVD 88
 GD1127.geopotential number by the normal gravity value computed on the
 GD1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1127.degrees latitude (g = 980.6199 gals.).
 GD1127
 GD1127.The modeled gravity was interpolated from observed gravity values.
 GD1127
 GD1127;                    North         East     Units Scale Factor Converg.
 GD1127;SPC TN       -   214,020.066   288,520.060   MT  0.99997017   -2 01 42.3
 GD1127;SPC TN       -   702,164.17    946,586.23   sFT  0.99997017   -2 01 42.3
 GD1127;SPC MO E     -    42,578.385   343,085.757   MT  1.00004006   +0 36 41.9
 GD1127;UTM  16      - 4,010,346.922   278,434.579   MT  1.00020491   -1 27 24.2
 GD1127
 GD1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1127!SPC TN       -   0.99999118  x   0.99997017  =   0.99996135
 GD1127!SPC MO E     -   0.99999118  x   1.00004006  =   1.00003124
 GD1127!UTM  16      -   0.99999118  x   1.00020491  =   1.00019609
 GD1127
 GD1127|---------------------------------------------------------------------|
 GD1127| PID    Reference Object                     Distance      Geod. Az  |
 GD1127|                                                           dddmmss.s |
 GD1127| GD1128 BROADMOOR RM 1                       13.666 METERS 14140     |
 GD1127| GD1130 BROADMOOR AZ MK                     APPROX. 0.7 KM 1584812.0 |
 GD1127| GD1129 BROADMOOR RM 2                       11.507 METERS 19844     |
 GD1127|---------------------------------------------------------------------|
 GD1127
 GD1127                          SUPERSEDED SURVEY CONTROL
 GD1127
 GD1127  NAD 83(1995)-  36 12 45.40056(N)    089 27 53.11436(W) AD(       ) 3
 GD1127  NAD 83(1995)-  36 12 45.40115(N)    089 27 53.11498(W) AD(       ) 3
 GD1127  NAD 83(1986)-  36 12 45.40767(N)    089 27 53.11338(W) AD(       ) 3
 GD1127  NAD 27      -  36 12 45.16010(N)    089 27 52.84580(W) AD(       ) 3
 GD1127  NGVD 29 (??/??/??)   84.481  (m)          277.17   (f) ADJUSTED    1 1
 GD1127
 GD1127.Superseded values are not recommended for survey control.
 GD1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1127.See file dsdata.txt to determine how the superseded data were derived.
 GD1127
 GD1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7843510347(NAD 83)
 GD1127_MARKER: DS = TRIANGULATION STATION DISK
 GD1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1127_STAMPING: BROADMOOR 1959
 GD1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1127+STABILITY: SURFACE MOTION
 GD1127
 GD1127  HISTORY     - Date     Condition        Report By
 GD1127  HISTORY     - 1959     MONUMENTED       CGS
 GD1127  HISTORY     - 1967     GOOD             CGS
 GD1127  HISTORY     - 1974     GOOD             NGS
 GD1127  HISTORY     - 1974     GOOD             NGS
 GD1127
 GD1127                          STATION DESCRIPTION
 GD1127
 GD1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1127'THE STATION IS ABOUT 4 MILES NORTH OF BOGOTA, ABOUT 5 MILES SOUTH OF
 GD1127'RIDGLEY AND ON ROAD RIGHT-OF-WAY.  IT IS 78 FEET NORTHEAST OF THE
 GD1127'INTERSECTION OF STATE HIGHWAY 78 AND A GRAVELED CROSSROAD, 17 FEET
 GD1127'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 4 FEET NORTHEAST OF
 GD1127'A WHITE WITNESS POST AND 3 FEET EAST OF A POWER POLE.  THE
 GD1127'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BROADMOOR
 GD1127'1959.
 GD1127'
 GD1127'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 78 AND 103
 GD1127'AT THE SOUTH EDGE OF BOGOTA, GO NORTH ON HIGHWAY 78 FOR 3.45 MILES TO
 GD1127'THE BROADMOOR CHURCH OF CHRIST ON THE LEFT AND AZIMUTH MARK ON THE
 GD1127'LEFT AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY 78 FOR 0.4 MILE TO A
 GD1127'GRAVELED CROSSROAD AND THE STATION IS IN NORTHEAST ANGLE AS
 GD1127'DESCRIBED.
 GD1127'
 GD1127'REFERENCE MARK 1 IS 99 FEET EAST OF THE INTERSECTION OF THE CROSSROAD
 GD1127'AND 16 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 GD1127'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BROADMOOR NO 1
 GD1127'1959.
 GD1127'
 GD1127'REFERENCE MARK 2 IS 61 FEET EAST OF THE INTERSECTION OF THE CROSSROAD
 GD1127'AND 18 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 GD1127'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BROADMOOR NO 2
 GD1127'1959.
 GD1127'
 GD1127'THE AZIMUTH MARK IS 71 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GD1127'CHURCH, 44 FEET WEST OF THE CENTERLINE OF HIGHWAY 78 AND 1 FOOT
 GD1127'NORTH OF A WHITE WITNESS POST AND POWER POLE.  THE MONUMENT IS FLUSH
 GD1127'AND THE DISK IS STAMPED BROADMOOR 1959.
 GD1127'
 GD1127'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1127
 GD1127                          STATION RECOVERY (1967)
 GD1127
 GD1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1127'THIS STATION AND ALL MARKS RECOVERED AS DESCRIBED. CONDITION OF
 GD1127'ALL MARKS GOOD.
 GD1127'
 GD1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTH
 GD1127'OF BAGOTA.
 GD1127
 GD1127                          STATION RECOVERY (1974)
 GD1127
 GD1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1127'R. M. 1 AND 2 WERE FOUND DESTROYED, DISK WAS REMOVED BY PARTY G-37,
 GD1127'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND
 GD1127'LEVELED OVER IN 1974.
 GD1127'
 GD1127'TO REACH GO 3.9 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GD1127'JUNCTION OF STATE HIGHWAY 103 AT BOGOTA.
 GD1127'
 GD1127'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 GD1127'BROADMOOR 1959.  AT THE INTERSECTION OF A DIRT ROAD AND THE
 GD1127'DYER-OBION COUNTY LINE, 92.7 FEET EAST OF THE COUNTY LINE SIGN,
 GD1127'78.1 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 GD1127'NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS
 GD1127'POST, IN A CONCRETE POST.
 GD1127'
 GD1127'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED, BROADMOOR
 GD1127'1959.  0.4 MILE SOUTHEAST OF THE STATION, IN THE NORTH LAWN OF
 GD1127'BROADMOOR CHURCH OF CHRIST, 43.5 FEET SOUTHWEST OF THE CENTER LINE
 GD1127'OF THE HIGHWAY, 71.5 FEET NORTH OF THE NORTH CORNER OF THE CHURCH
 GD1127'BUILDING, IN A CONCRETE POST.
 GD1127'
 GD1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.9 MILES
 GD1127'NORTHWEST OF BOGOTA.
 GD1127
 GD1127                          STATION RECOVERY (1974)
 GD1127
 GD1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1127'3.90 MI NW FROM BOGOTA.
 GD1127'ABOUT 3.90 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1127'WITH STATE HIGHWAY 103 AT BOGOTA, AT AN INTERSECTION OF A DIRT ROAD
 GD1127'RUNNING EAST AND WEST (ALSO DYER AND OBION COUNTY LINE), ALSO POWER
 GD1127'LINE SPUR TO THE EAST, 92.7 FEET EAST OF THE COUNTY LINE SIGN, 78.1
 GD1127'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 78, 17.2 FEET NORTH
 GD1127'OF THE CENTER LINE OF DIRT ROAD LEADING EAST, 3.5 FEET EAST OF A POWER
 GD1127'POLE WITH ONE GUY WIRE AND WITNESS SIGN, 1.5 FEET WEST OF A WOODEN
 GD1127'WITNESS POST, 0.5 FOOT BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 GD1127'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1130 ***********************************************************************
 GD1130  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1130  DESIGNATION -  BROADMOOR AZ MK
 GD1130  PID         -  GD1130
 GD1130  STATE/COUNTY-  TN/DYER
 GD1130  USGS QUAD   -  MISTON (1983)
 GD1130
 GD1130                         *CURRENT SURVEY CONTROL
 GD1130  ___________________________________________________________________
 GD1130* NAD 83(1995)-  36 12 23.58258(N)    089 27 42.67566(W)     ADJUSTED  
 GD1130* NAVD 88     -        85.54   (meters)     280.6    (feet)  GPS OBS   
 GD1130  ___________________________________________________________________
 GD1130  X           -      48,394.075 (meters)                     COMP
 GD1130  Y           -  -5,152,312.761 (meters)                     COMP
 GD1130  Z           -   3,746,743.030 (meters)                     COMP
 GD1130  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 GD1130  ELLIP HEIGHT-          57.17  (meters)          (05/31/05) GPS OBS
 GD1130  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1130  DYNAMIC HT  -          85.47  (meters)     280.4   (feet)  COMP
 GD1130  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GD1130
 GD1130  HORZ ORDER  -  FIRST
 GD1130  VERT ORDER  -  THIRD (See Below)
 GD1130  ELLP ORDER  -  FOURTH    CLASS II
 GD1130
 GD1130.The horizontal coordinates were established by GPS observations
 GD1130.and adjusted by the National Geodetic Survey in May 2005..
 GD1130
 GD1130.The orthometric height was determined by GPS observations and a
 GD1130.high-resolution geoid model using precise GPS observation and
 GD1130.processing techniques. It supersedes the leveled height previously
 GD1130.determined for this station.
 GD1130.The vertical order pertains to the first NAVD 88 superseded value.
 GD1130
 GD1130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1130
 GD1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1130
 GD1130.The ellipsoidal height was determined by GPS observations
 GD1130.and is referenced to NAD 83.
 GD1130
 GD1130.The geoid height was determined by GEOID03.
 GD1130
 GD1130.The dynamic height is computed by dividing the NAVD 88
 GD1130.geopotential number by the normal gravity value computed on the
 GD1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1130.degrees latitude (g = 980.6199 gals.).
 GD1130
 GD1130.The modeled gravity was interpolated from observed gravity values.
 GD1130
 GD1130;                    North         East     Units Scale Factor Converg.
 GD1130;SPC TN       -   213,338.914   288,756.839   MT  0.99996947   -2 01 36.1
 GD1130;SPC TN       -   699,929.42    947,363.06   sFT  0.99996947   -2 01 36.1
 GD1130;UTM  16      - 4,009,668.008   278,678.201   MT  1.00020358   -1 27 17.3
 GD1130
 GD1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1130!SPC TN       -   0.99999103  x   0.99996947  =   0.99996050
 GD1130!UTM  16      -   0.99999103  x   1.00020358  =   1.00019461
 GD1130
 GD1130                          SUPERSEDED SURVEY CONTROL
 GD1130
 GD1130  NAD 83(1995)-  36 12 23.58319(N)    089 27 42.67737(W) AD(       ) 1
 GD1130  ELLIP H (02/20/01)   57.15   (m)                       GP(       ) 2 1
 GD1130  NAVD 88 (06/15/91)   85.478  (m)          280.44   (f) ADJUSTED    1 1
 GD1130  NGVD 29 (??/??/??)   85.402  (m)          280.19   (f) ADJUSTED    1 1
 GD1130
 GD1130.Superseded values are not recommended for survey control.
 GD1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1130.See file dsdata.txt to determine how the superseded data were derived.
 GD1130
 GD1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7867809668(NAD 83)
 GD1130_MARKER: DZ = AZIMUTH MARK DISK
 GD1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1130_STAMPING: BROADMOOR 1959
 GD1130_MARK LOGO: NONE  
 GD1130_PROJECTION: FLUSH
 GD1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1130+STABILITY: SURFACE MOTION
 GD1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1130+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1130
 GD1130  HISTORY     - Date     Condition        Report By
 GD1130  HISTORY     - 1959     MONUMENTED       CGS
 GD1130  HISTORY     - 1974     GOOD             NGS
 GD1130  HISTORY     - 1999     GOOD             LOWE
 GD1130  HISTORY     - 20020802 GOOD             USACE
 GD1130  HISTORY     - 20030709 GOOD             EMCINC
 GD1130
 GD1130                          STATION DESCRIPTION
 GD1130
 GD1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1130'3.50 MI NW FROM BOGOTA.
 GD1130'ABOUT 3.50 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1130'WITH STATE HIGHWAY 103 AT BOGOTA, SET IN THE NORTH LAWN OF THE
 GD1130'BROADMOOR CHURCH OF CHRIST, 43.5 FEET SOUTHWEST OF THE CENTER LINE OF
 GD1130'THE HIGHWAY, 71.5 FEET NORTH OF THE NORTH CORNER OF THE CHURCH, 1.6
 GD1130'FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER AND THREE GUY WIRES,
 GD1130'1.2 FEET SOUTH-SOUTHEAST OF A WOODEN WITNESS POST, 1 FOOT BELOW LEVEL
 GD1130'OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GD1130'GROUND.
 GD1130
 GD1130                          STATION RECOVERY (1999)
 GD1130
 GD1130'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1130'RECOVERED 1999
 GD1130'RECOVERED IN GOOD CONDITION.
 GD1130' 
 GD1130'
 GD1130
 GD1130                          STATION RECOVERY (2002)
 GD1130
 GD1130'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1130'RECOVERED IN GOOD CONDITION.
 GD1130
 GD1130                          STATION RECOVERY (2003)
 GD1130
 GD1130'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1130'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2450 ***********************************************************************
 FE2450  DESIGNATION -  BROADVIEW
 FE2450  PID         -  FE2450
 FE2450  STATE/COUNTY-  TN/CROCKETT
 FE2450  USGS QUAD   -  CHESTNUT BLUFF (1981)
 FE2450
 FE2450                         *CURRENT SURVEY CONTROL
 FE2450  ___________________________________________________________________
 FE2450* NAD 83(1995)-  35 50 15.80426(N)    089 15 48.99923(W)     ADJUSTED  
 FE2450* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 FE2450  ___________________________________________________________________
 FE2450  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FE2450  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE2450
 FE2450  HORZ ORDER  -  SECOND
 FE2450
 FE2450.The horizontal coordinates were established by classical geodetic methods
 FE2450.and adjusted by the National Geodetic Survey in April 1999..
 FE2450
 FE2450.The orthometric height was scaled from a topographic map.
 FE2450
 FE2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2450
 FE2450.The geoid height was determined by GEOID03.
 FE2450
 FE2450;                    North         East     Units Scale Factor Converg.
 FE2450;SPC TN       -   171,826.209   305,208.992   MT  0.99994840   -1 54 38.3
 FE2450;SPC TN       -   563,733.15  1,001,339.83   sFT  0.99994840   -1 54 38.3
 FE2450;UTM  16      - 3,968,315.140   295,552.118   MT  1.00011508   -1 19 32.8
 FE2450
 FE2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2450!SPC TN       -   0.99998117  x   0.99994840  =   0.99992957
 FE2450!UTM  16      -   0.99998117  x   1.00011508  =   1.00009624
 FE2450
 FE2450|---------------------------------------------------------------------|
 FE2450| PID    Reference Object                     Distance      Geod. Az  |
 FE2450|                                                           dddmmss.s |
 FE2450| FE2854 BROADVIEW RM 1                       25.076 METERS 02657     |
 FE2450| FE2407 ALAMO MUNICIPAL TANK                APPROX.14.9 KM 1145941.6 |
 FE2450| FE2856 BROADVIEW AZ MK                                    1300204.7 |
 FE2450| FE2451 MAURY CITY RAD STA KIS 93 MAST       34.285 METERS 27452     |
 FE2450| FE2855 BROADVIEW RM 2                       28.930 METERS 28142     |
 FE2450|---------------------------------------------------------------------|
 FE2450
 FE2450                          SUPERSEDED SURVEY CONTROL
 FE2450
 FE2450  NAD 83(1995)-  35 50 15.80907(N)    089 15 49.00104(W) AD(       ) 2
 FE2450  NAD 83(1986)-  35 50 15.81539(N)    089 15 48.99955(W) AD(       ) 2
 FE2450  NAD 27      -  35 50 15.54820(N)    089 15 48.74500(W) AD(       ) 2
 FE2450
 FE2450.Superseded values are not recommended for survey control.
 FE2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2450.See file dsdata.txt to determine how the superseded data were derived.
 FE2450
 FE2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9555268315(NAD 83)
 FE2450_MARKER: DS = TRIANGULATION STATION DISK
 FE2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2450
 FE2450  HISTORY     - Date     Condition        Report By
 FE2450  HISTORY     - 1958     MONUMENTED       CGS
 FE2450  HISTORY     - 1959     GOOD             CGS
 FE2450  HISTORY     - 1967     GOOD             CGS
 FE2450
 FE2450                          STATION DESCRIPTION
 FE2450
 FE2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2450'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF FRIENDSHIP AND 2.5
 FE2450'MILES NORTHWEST OF MAURY CITY IN THE COMMUNITY OF BROADVIEW ON
 FE2450'PROPERTY OWNED BY MRS. ANNIE COOK. IT IS 75 FEET SOUTHEAST OF A
 FE2450'GRAVELED DRIVEWAY, 20 FEET WEST OF A WIRE FENCE, 22 FEET SOUTHWEST
 FE2450'OF A WHITE WITNESS POST AND 38 FEET NORTHWEST OF A POWER LINE POLE.
 FE2450'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BROADVIEW
 FE2450'1958.
 FE2450'
 FE2450'TO REACH THE STATION FROM THE MAURY CITY CHURCH OF CHRIST IN MAURY
 FE2450'CITY, GO WEST AND NORTH ON A PAVED ROAD FOR 0.45 MILE TO THE END OF
 FE2450'PAVEMENT AND A SCHOOL ON THE RIGHT. BEAR LEFT AND GO WESTERLY ON THE
 FE2450'GRAVELED ROAD FOR 1.25 MILES TO A GRAVELED SIDE ROAD RIGHT.
 FE2450'CONTINUE WEST ON THE MAIN GRAVELED ROAD FOR 0.35 MILE TO A
 FE2450'Y-INTERSECTION AND THE AZIMUTH MARK IN THE ANGLE FORMED BY THE
 FE2450'INTERSECTION. TURN RIGHT AND GO NORTHWESTERLY ON THE GRAVELED ROAD
 FE2450'FOR 0.85 MILE TO FLOYDS CHAPEL METHODIST CHURCH ON THE RIGHT.
 FE2450'CONTINUE WESTERLY ON THE MAIN GRAVELED ROAD FOR 0.15 MILE TO A FARM
 FE2450'DRIVEWAY ON THE LEFT. TURN LEFT INTO THE DRIVEWAY AND PASS TO THE
 FE2450'LEFT OF MRS. ANNIE COOKS HOUSE AND CONTINUE SOUTH ON THE GRAVELED
 FE2450'DRIVEWAY FOR 0.1 MILE TO A GATE AND A BARN ON THE RIGHT. CONTINUE
 FE2450'SOUTH UP THE HILL FOR 0.05 MILE TO RADIO STATION MAST AND THE
 FE2450'STATION AS DESCRIBED.
 FE2450'
 FE2450'REFERENCE MARK 1 IS 38 FEET SOUTH OF A SOUTH GATE POST, 34 FEET
 FE2450'SOUTHEAST OF THE GRAVELED DRIVEWAY, AND 1 FOOT WEST OF A WIRE FENCE.
 FE2450'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BROADVIEW NO 1 1958.
 FE2450'
 FE2450'REFERENCE MARK 2 IS SET AT THE NORTHEAST CORNER OF HIGH WOVEN FENCE
 FE2450'AROUND THE RADIO STATION MAST AND IS 21 FEET NORTH OF A POWER LINE
 FE2450'POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BROADVIEW NO 2
 FE2450'1958.
 FE2450'
 FE2450'THE AZIMUTH MARK IS 44 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2450'ROAD, 23 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 2
 FE2450'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE
 FE2450'CORNER. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE2450'BROADVIEW 1958.
 FE2450'
 FE2450'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2450
 FE2450                          STATION RECOVERY (1959)
 FE2450
 FE2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2450'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FE2450'FOUND IN GOOD CONDITION. THE DIRECTION TO THE AZIMUTH MARK
 FE2450'CHECKED. THE DISTANCE AND DIRECTION CHECKED TO RM 1 AND 2. THE FENCE
 FE2450'USED AS A REFERENCE POINT TO THE STATION MARK AND REFERENCE
 FE2450'MARK 1 HAS BEEN MOVED.
 FE2450'
 FE2450'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 FE2450'
 FE2450'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF FRIENDSHIP AND 2-1/2
 FE2450'MILES NORTHWEST OF MAURY CITY, IN THE COMMUNITY OF BROADVIEW AND ON
 FE2450'THE PROPERTY OF MRS. ANNIE COOK. IT IS 75 FEET SOUTHEAST OF A
 FE2450'GRAVELED DRIVEWAY, 38 FT EAST OF A POWER POLE, 24 FEET WEST OF A
 FE2450'WIRE FENCE AND 22 FEET SOUTHWEST OF A WHITE WITNESS POST. THE
 FE2450'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BROADVIEW
 FE2450'1958.
 FE2450'
 FE2450'TO REACH THE STATION FROM THE MAURY CITY CHURCH OF CHRIST IN MAURY
 FE2450'CITY, GO WEST AND NORTH ON A PAVED ROAD FOR 0.45 MILE TO THE END OF
 FE2450'THE PAVEMENT AND A SCHOOL ON THE RIGHT. BEAR LEFT AND GO WESTERLY ON
 FE2450'THE GRAVELED ROAD FOR 1.25 MILES TO A GRAVELED SIDE ROAD RIGHT.
 FE2450'CONTINUE WEST ON THE MAIN GRAVELED ROAD FOR 0.35 MILE TO A
 FE2450'Y-INTERSECTION AND THE AZIMUTH MARK IN THE ANGLE FORMED BY THE
 FE2450'INTERSECTION. TURN RIGHT AND GO NORTHWESTERLY ON THE GRAVELED ROAD
 FE2450'FOR 0.85 MILE TO FLOYDS CHAPEL METHODIST CHURCH ON THE RIGHT.
 FE2450'CONTINUE WESTERLY ON THE MAIN GRAVELED ROAD FOR 0.15 MILE TO A FARM
 FE2450'DRIVEWAY ON THE LEFT. TURN LEFT INTO THE DRIVEWAY AND PASS TO
 FE2450'THE LEFT OF MRS. ANNIE COOKS HOUSE AND CONTINUE SOUTH ON THE
 FE2450'DRIVEWAY FOR 0.1 MILE TO A GATE AND A BARN ON THE RIGHT. PASS THROUGH
 FE2450'THE GATE AND CONTINUE SOUTHERLY, PASSING THROUGH TWO MORE
 FE2450'GATES, UP A SMALL HILL FOR 0.05 MILE TO A RADIO MAST AND THE STATION
 FE2450'AS DESCRIBED.
 FE2450'
 FE2450'REFERENCE MARK 1 IS 35 FEET SOUTH OF A SOUTH GATE POST, 34 FEET
 FE2450'SOUTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 1 FOOT EAST OF
 FE2450'A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2450'BROADVIEW NO 1 1958.
 FE2450'
 FE2450'REFERENCE MARK 2 IS AT THE NORTHEAST CORNER OF THE HIGH WOVEN FENCE
 FE2450'AROUND THE RADIO MAST AND IS 22 FEET NORTH OF A POWER POLE. THE
 FE2450'MONUMENT IS FLUSH AND THE DISK IS STAMPED BROADVIEW NO 2
 FE2450'1958.
 FE2450'
 FE2450'THE AZIMUTH MARK IS 44 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2450'ROAD, 23 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 2
 FE2450'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE
 FE2450'CORNER. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE2450'BROADVIEW 1958.
 FE2450'
 FE2450'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2450
 FE2450                          STATION RECOVERY (1967)
 FE2450
 FE2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2450'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE2450'CONDITION. DUE TO CHANGES IN THE PHYSICAL GEOGRAPHY OF THE AREA,
 FE2450'THE ORIGINAL STATION DESCRIPTION AND TO-REACH ARE NO LONGER
 FE2450'COMPLETELY ADEQUATE.
 FE2450'
 FE2450'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2450'
 FE2450'THE STATION IS LOCATED NEAR THE SITE OF MAURY CITY, RADIO STATION KIS
 FE2450'93 MAST ABOUT 5 MILES SOUTH-SOUTHWEST OF FRIENDSHIP AND 2
 FE2450'1/2 MILES NORTHWEST OF MAURY CITY, AND IS ON THE PROPERTY OF MRS.
 FE2450'ANNIE COOK.
 FE2450'
 FE2450'TO REACH FROM THE NEW POST OFFICE IN MAURY CITY, GO WEST AND NORTH ON
 FE2450'A PAVED ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND CONTINUE
 FE2450'WEST ON THE PAVED ROAD FOR 1.6 MILES TO WHERE THE PAVED ROAD BEARS
 FE2450'RIGHT AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD AT A Y
 FE2450'AND THE AZIMUTH MARK IN THE ANGLE OF THIS Y AS DESCRIBED. HERE BEAR
 FE2450'RIGHT AND GO NORTHWESTERLY ON THE PAVED ROAD FOR 0.85 MILE TO
 FE2450'FLOYDS CHAPEL METHODIST CHURCH ON THE RIGHT, CONTINUE WESTERLY ON THE
 FE2450'PAVED ROAD FOR 0.15 MILE TO A GRAVELED DRIVE ON THE LEFT LEADING
 FE2450'INTO MRS. ANNIE COOKS FARM HOME. HERE TURN LEFT ON THIS DRIVE KEEPING
 FE2450'TO THE EAST OF THE FARM HOME AND GO SOUTHERLY FOR 0.1 MILE TO A BARN
 FE2450'LOT, PASS THROUGH THIS BARN LOT AND CONTINUE SOUTH AND
 FE2450'SOUTHWESTERLY ON THE GRAVELED DRIVE, PASSING THROUGH TWO GATES, FOR
 FE2450'0.05 MILE TO THE TOP OF THE HILL AT THE RADIO MAST AND THE STATION
 FE2450'AS DESCRIBED.
 FE2450'
 FE2450'THE STATION IS 113 FEET WEST OF THE RADIO MAST, 75 FEET SOUTHEAST OF
 FE2450'THE APPROXIMATE CENTER OF THE GRAVELED DRIVE, 38 FEET EAST OF A
 FE2450'POWERLINE TRANSFORMER POLE, 24 FEET WEST OF A WIRE FENCE, AND 0.8 OF
 FE2450'A FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK
 FE2450'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FE2450'ABOUT 1 INCH AND THE DISK IS STAMPED BROADVIEW
 FE2450'1958.
 FE2450'
 FE2450'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF A SOUTH GATE POST, 34 FEET
 FE2450'SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE, AND 1
 FE2450'FOOT EAST OF A WIRE FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2450'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2450'STAMPED BROADVIEW NO 1 1958.
 FE2450'
 FE2450'REFERENCE MARK NO. 2 IS AT THE NORTHWEST CORNER OF THE FENCED
 FE2450'ENCLOSURE AROUND THE RADIO MAST AND 22 FEET NORTH OF A POWERLINE
 FE2450'TRANSFORMER POLE. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2450'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BROADVIEW
 FE2450'NO 2 1958.
 FE2450'
 FE2450'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2450'REFERENCE MARK NO. 2 IS 141.08 FEET-43.001 METERS.
 FE2450'
 FE2450'THE AZIMUTH MARK IS 44 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 FE2450'PAVED ROAD, 23 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FE2450'ROAD, 2 FEET NORTH OF A WHITE WOODEN POST, AND 0.8 OF A FOOT EAST OF
 FE2450'A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP
 FE2450'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 FE2450'AND THE DISK IS STAMPED BROADVIEW 1958.
 FE2450'
 FE2450'THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0374 ***********************************************************************
 FF0374  DESIGNATION -  BROOKS
 FF0374  PID         -  FF0374
 FF0374  STATE/COUNTY-  TN/SHELBY
 FF0374  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0374
 FF0374                         *CURRENT SURVEY CONTROL
 FF0374  ___________________________________________________________________
 FF0374* NAD 83(1995)-  35 03 33.69451(N)    090 01 14.61835(W)     ADJUSTED  
 FF0374* NAVD 88     -        81.893  (meters)     268.68   (feet)  ADJUSTED  
 FF0374  ___________________________________________________________________
 FF0374  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FF0374  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0374  DYNAMIC HT  -          81.818 (meters)     268.43  (feet)  COMP
 FF0374  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 FF0374
 FF0374  HORZ ORDER  -  SECOND
 FF0374  VERT ORDER  -  SECOND    CLASS 0
 FF0374
 FF0374.The horizontal coordinates were established by classical geodetic methods
 FF0374.and adjusted by the National Geodetic Survey in April 1999..
 FF0374
 FF0374.The orthometric height was determined by differential leveling
 FF0374.and adjusted by the National Geodetic Survey in June 1991..
 FF0374
 FF0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0374
 FF0374.The geoid height was determined by GEOID03.
 FF0374
 FF0374.The dynamic height is computed by dividing the NAVD 88
 FF0374.geopotential number by the normal gravity value computed on the
 FF0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0374.degrees latitude (g = 980.6199 gals.).
 FF0374
 FF0374.The modeled gravity was interpolated from observed gravity values.
 FF0374
 FF0374;                    North         East     Units Scale Factor Converg.
 FF0374;SPC TN       -    88,087.325   233,309.253   MT  1.00003911   -2 21 14.0
 FF0374;SPC TN       -   288,999.83    765,448.77   sFT  1.00003911   -2 21 14.0
 FF0374;UTM  15      - 3,883,685.849   771,709.060   MT  1.00050996   +1 42 44.7
 FF0374;UTM  16      - 3,883,799.700   224,509.093   MT  1.00053548   -1 44 10.6
 FF0374
 FF0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0374!SPC TN       -   0.99999144  x   1.00003911  =   1.00003055
 FF0374!UTM  15      -   0.99999144  x   1.00050996  =   1.00050139
 FF0374!UTM  16      -   0.99999144  x   1.00053548  =   1.00052691
 FF0374
 FF0374|---------------------------------------------------------------------|
 FF0374| PID    Reference Object                     Distance      Geod. Az  |
 FF0374|                                                           dddmmss.s |
 FF0374| FF0375 BROOKS RM 1                          23.305 METERS 02116     |
 FF0374| CI3105 BROOKS AZ MK                                       0554732.8 |
 FF0374| FF0376 BROOKS RM 2                          24.394 METERS 27846     |
 FF0374|---------------------------------------------------------------------|
 FF0374
 FF0374                          SUPERSEDED SURVEY CONTROL
 FF0374
 FF0374  NAD 83(1995)-  35 03 33.69644(N)    090 01 14.61820(W) AD(       ) 2
 FF0374  NAD 83(1995)-  35 03 33.70007(N)    090 01 14.61899(W) AD(       ) 2
 FF0374  NAD 83(1986)-  35 03 33.70447(N)    090 01 14.61937(W) AD(       ) 2
 FF0374  NAD 27      -  35 03 33.37790(N)    090 01 14.29000(W) AD(       ) 2
 FF0374  NGVD 29 (??/??/??)   81.861  (m)          268.57   (f) ADJUSTED    2 0
 FF0374
 FF0374.Superseded values are not recommended for survey control.
 FF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0374.See file dsdata.txt to determine how the superseded data were derived.
 FF0374
 FF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7170983686(NAD 83)
 FF0374_MARKER: DS = TRIANGULATION STATION DISK
 FF0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0374_STAMPING: BROOKS 1959
 FF0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0374+STABILITY: SURFACE MOTION
 FF0374
 FF0374  HISTORY     - Date     Condition        Report By
 FF0374  HISTORY     - 1959     MONUMENTED       CGS
 FF0374  HISTORY     - 1959     GOOD             CGS
 FF0374  HISTORY     - 19940811 MARK NOT FOUND   TN1620
 FF0374
 FF0374                          STATION DESCRIPTION
 FF0374
 FF0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0374'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF
 FF0374'DOWNTOWN MEMPHIS AND ABOUT 2-1/2 MILES WEST OF THE MEMPHIS
 FF0374'MUNICIPAL AIRPORT.
 FF0374'
 FF0374'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FF0374'51 AND BROOKS RD. AT THE SOUTH EDGE OF MEMPHIS, GO SOUTH
 FF0374'ON U.S. HIGHWAY 51 FOR 0.25 MILE TO A GRAVELED ROAD LEFT,
 FF0374'(JUST NORTH OF DRIVEWAY LEADING TO MR. DICKENS HOUSE) TURN
 FF0374'LEFT AND GO EAST FOR 0.05 MILE TO A GATE AND SIGN ON GATE POSTED
 FF0374'KEEP OUT, PASS THROUGH GATE AND CONTINUE EAST FOR ABOUT 75
 FF0374'YARDS TO ANOTHER GATE, PASS THROUGH GATE AND GO NORTH IN
 FF0374'A LANE FOR ABOUT 50 YARDS TO ANOTHER GATE, PASS THROUGH
 FF0374'GATE AND GO NORTHEAST ABOUT 50 YARDS TO THE END OF LANE,
 FF0374'HERE GO EAST ACROSS PASTURE ABOUT 100 YARDS TO THE STATION
 FF0374'JUST SOUTH OF THE HIGHEST PART OF KNOLL.
 FF0374'
 FF0374'TO REACH THE AZIMUTH FROM THE INTERSECTION OF U.S. HIGHWAY
 FF0374'51 AND BROOKS RD., GO EAST ON BROOKS RD. FOR 0.4 MILE TO
 FF0374'THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 FF0374'
 FF0374'THE STATION IS A STANDARD STATION DISK CEMENTED IN A 10-INCH
 FF0374'SQUARE CONCRETE POST, STAMPED BROOKS 1959, WHICH PROJECTS 1
 FF0374'INCH ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 51 FEET
 FF0374'NORTH OF A 8-INCH TREE, 2.7 FEET NORTHEAST OF A WITNESS
 FF0374'SIGN AND SET ON THE SOUTHERN SLOPE OF A KNOLL WHICH IS ABOUT
 FF0374'75 FEET SOUTHWEST OF THE HIGHEST PART OF THE KNOLL.
 FF0374'
 FF0374'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK CEMENTED
 FF0374'IN A 10-INCH SQUARE CONCRETE POST, STAMPED BROOKS NO 1 1959,
 FF0374'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE
 FF0374'MARK IS 130 FEET SOUTHEAST OF A LONE 12-INCH TREE WHICH
 FF0374'IS GROWING ON THE NORTHERN SLOPE OF THE KNOLL AND SET ON ABOUT
 FF0374'THE HIGHEST PART OF THE KNOLL WHICH IS ABOUT 3 FEET HIGHER
 FF0374'THAN THE STATION.
 FF0374'
 FF0374'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK CEMENTED
 FF0374'IN A 10-INCH SQUARE CONCRETE POST, STAMPED BROOKS NO 2 1959,
 FF0374'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 FF0374'IS 165 FEET SOUTH OF A LONE 12-INCH TREE WHICH IS GROWING
 FF0374'ON THE NORTHERN SLOPE THE KNOLL AND SET IN ABOUT THE CENTER
 FF0374'OF A SMALL RIDGE WHICH IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 FF0374'
 FF0374'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK CEMENTED IN A
 FF0374'10-INCH SQUARE CONCRETE POST, STAMPED BROOKS 1959, WHICH
 FF0374'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 30
 FF0374'FEET SOUTH OF THE CENTER OF BROOKS RD., 19 FEET WEST OF A
 FF0374'POWER LINE POLE, 2 FEET EAST OF A WITNESS SIGN AND SET IN
 FF0374'A EAST-WEST WIRE FENCE LINE.
 FF0374'
 FF0374'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FF0374
 FF0374                          STATION RECOVERY (1959)
 FF0374
 FF0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0374'AT MEMPHIS.
 FF0374'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51
 FF0374'AND BROOKS RD. AT THE SOUTH EDGE OF MEMPHIS, GO SOUTH ON U.S.
 FF0374'HIGHWAY 51 FOR 0.25 MILE TO A GRAVELED ROAD LEFT, (JUST NORTH OF
 FF0374'DRIVEWAY LEADING TO MR. DICKENS HOUSE) TURN LEFT AND GO EAST FOR
 FF0374'0.05 MILE TO A GATE AND SIGN ON GATE POSTED KEEP OUT, PASS
 FF0374'THROUGH GATE AND CONTINUE EAST FOR ABOUT 75 YARDS TO ANOTHER
 FF0374'GATE, PASS THROUGH GATE AND GO NORTH IN A LANE FOR ABOUT 50 YARDS
 FF0374'TO ANOTHER GATE, PASS THROUGH GATE AND GO NORTHEAST ABOUT 50 YARDS
 FF0374'TO THE END OF LANE, HERE GO EAST ACROSS PASTURE ABOUT 100 YARDS
 FF0374'TO THE STATION JUST SOUTH OF THE HIGHEST PART OF KNOLL.  THE MARK
 FF0374'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE
 FF0374'THE GROUND AND IS 51 FEET NORTH OF A 8-INCH TREE, 2.7 FEET
 FF0374'NORTHEAST OF A WITNESS SIGN AND IS SET ABOUT 75 FEET SOUTHWEST
 FF0374'OF THE HIGHEST PART OF KNOLL.  IT IS ABOUT 1 MILE SOUTH OF
 FF0374'BELLEVUE 1959.
 FF0374
 FF0374                          STATION RECOVERY (1994)
 FF0374
 FF0374'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2337 ***********************************************************************
 GC2337  DESIGNATION -  BROOKS
 GC2337  PID         -  GC2337
 GC2337  STATE/COUNTY-  TN/DAVIDSON
 GC2337  USGS QUAD   -  WHITES CREEK (1994)
 GC2337
 GC2337                         *CURRENT SURVEY CONTROL
 GC2337  ___________________________________________________________________
 GC2337* NAD 83(1995)-  36 19 13.86431(N)    086 50 18.25985(W)     ADJUSTED  
 GC2337* NAVD 88     -       250.3    (meters)     821.     (feet)  VERTCON   
 GC2337  ___________________________________________________________________
 GC2337  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GC2337  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2337
 GC2337  HORZ ORDER  -  SECOND
 GC2337
 GC2337.The horizontal coordinates were established by classical geodetic methods
 GC2337.and adjusted by the National Geodetic Survey in April 1999..
 GC2337
 GC2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2337
 GC2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2337
 GC2337.The geoid height was determined by GEOID03.
 GC2337
 GC2337;                    North         East     Units Scale Factor Converg.
 GC2337;SPC TN       -   220,801.997   524,715.439   MT  0.99998436   -0 29 27.0
 GC2337;SPC TN       -   724,414.55  1,721,503.90   sFT  0.99998436   -0 29 27.0
 GC2337;UTM  16      - 4,019,511.638   514,504.971   MT  0.99960259   +0 05 44.6
 GC2337
 GC2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2337!SPC TN       -   0.99996533  x   0.99998436  =   0.99994969
 GC2337!UTM  16      -   0.99996533  x   0.99960259  =   0.99956794
 GC2337
 GC2337:                Primary Azimuth Mark                     Grid Az
 GC2337:SPC TN       -  NASHVILLE TV STATION WLAC MAST           142 25 54.3
 GC2337:UTM  16      -  NASHVILLE TV STATION WLAC MAST           141 50 42.7
 GC2337
 GC2337|---------------------------------------------------------------------|
 GC2337| PID    Reference Object                     Distance      Geod. Az  |
 GC2337|                                                           dddmmss.s |
 GC2337| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 7.4 KM 1415627.3 |
 GC2337| CG4889 BROOKS RM 1                          21.993 METERS 24106     |
 GC2337| GC2359 JOELTON MUNICIPAL TANK              APPROX. 3.4 KM 2625020.0 |
 GC2337| CG4888 BROOKS AZ MK                                       2940003.4 |
 GC2337| GC2339 COOPER 2                            APPROX. 3.4 KM 3043107.6 |
 GC2337| GC2343 JOELTON FAA MICROWAVE MAST          APPROX. 2.7 KM 3095351.7 |
 GC2337| CG4890 BROOKS RM 2                          20.754 METERS 32059     |
 GC2337|---------------------------------------------------------------------|
 GC2337
 GC2337                          SUPERSEDED SURVEY CONTROL
 GC2337
 GC2337  NAD 83(1995)-  36 19 13.86581(N)    086 50 18.26156(W) AD(       ) 2
 GC2337  NAD 83(1995)-  36 19 13.86864(N)    086 50 18.26264(W) AD(       ) 2
 GC2337  NAD 83(1986)-  36 19 13.87430(N)    086 50 18.26289(W) AD(       ) 2
 GC2337  NAD 27      -  36 19 13.68952(N)    086 50 18.26931(W) AD(       ) 2
 GC2337  NGVD 29 (07/19/86)  250.4    (m)          822.     (f) VERT ANG       
 GC2337
 GC2337.Superseded values are not recommended for survey control.
 GC2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2337.See file dsdata.txt to determine how the superseded data were derived.
 GC2337
 GC2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1450519512(NAD 83)
 GC2337_MARKER: DD = SURVEY DISK
 GC2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2337
 GC2337  HISTORY     - Date     Condition        Report By
 GC2337  HISTORY     - 1965     MONUMENTED       TNHD
 GC2337
 GC2337                          STATION DESCRIPTION
 GC2337
 GC2337'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2337'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF WHITES CREEK, ABOUT 1
 GC2337'1/2 MILES NORTHEAST OF JOELTON AND ON THE PROPERTY OF SARGENT
 GC2337'BROOKS.
 GC2337'
 GC2337'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO 0.1 MILE
 GC2337'EASTERLY ON OLD CLARKSVILLE PIKE TO THE INTERSECTION OF U.S.
 GC2337'HIGHWAY 431, TURN LEFT, NORTH, AND GO 0.15 MILE ON U.S. HIGHWAY 431
 GC2337'TO A PAVED ROAD ON THE RIGHT (UNION HILL ROAD), TURN RIGHT, EAST,
 GC2337'AND GO 0.3 MILE TO A POINT WHERE UNION HILL ROAD TURNS LEFT AND
 GC2337'CLAYLICK ROAD GOES STRAIGHT AHEAD. CONTINUE STRAIGHT AND FOLLOW
 GC2337'CLAYLICK ROAD FOR 1.55 MILES TO A GRAVELED DRIVE LEFT, TURN LEFT,
 GC2337'NORTHERLY, AND FOLLOW GRAVELED DRIVE FOR 0.3 MILE TO THE HOME OF
 GC2337'CORDELL PIPER. PASS THROUGH YARD AND CONTINUE NORTHERLY ON A TRACK
 GC2337'ROAD FOR 0.3 MILE TO A GATE LEADING TO AN ABANDONED HOUSE AND A DIM
 GC2337'TRACK ROAD ON THE LEFT. HERE, TURN LEFT, PASSING THROUGH
 GC2337'WIRE GATE AND FOLLOW DIM WOODS ROAD WEST AND SOUTHERLY FOR 0.45 MILE
 GC2337'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE ON WOODS ROAD
 GC2337'FOR 0.1 MILE TO A POINT NEAR THE SUMMIT OF THE HILL AND THE STATION
 GC2337'ON THE LEFT.
 GC2337'
 GC2337'THE STATION IS 53 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GC2337'WOODS ROAD AND 8.0 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 GC2337'SIGN. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC2337'HIGHWAY DEPARTMENT DISKS, AND THE DISKS ARE STAMPED BROOKS 1965.
 GC2337'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC2337'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC2337'MONUMENT.
 GC2337'
 GC2337'REFERENCE MARK NO. 1 IS 13 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC2337'OF THE WOODS ROAD AND 10 FEET NORTH OF A 16-INCH OAK TREE WITH A
 GC2337'WITNESS POST ATTACHED. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2337'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2337'CONCRETE MONUMENT AND THE DISK IS STAMPED BROOKS RM-1 1965.
 GC2337'
 GC2337'REFERENCE MARK NO. 2 IS 53 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC2337'OF THE WOODS ROAD. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2337'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,CONCRETE
 GC2337'MONUMENT AND THE DISK IS STAMPED BROOKS RM-2 1965.
 GC2337'
 GC2337'THE AZIMUTH MARK IS 21 FEET NORTH OF A 6-INCH, TRIPLE-TRUNKED OAK
 GC2337'TREE AND 6 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE WOODS
 GC2337'ROAD. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC2337'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC2337'IS STAMPED BROOKS AZI 1965.
 GC2337'
 GC2337'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC2337'
 GC2337'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0375 ***********************************************************************
 FF0375  DESIGNATION -  BROOKS RM 1
 FF0375  PID         -  FF0375
 FF0375  STATE/COUNTY-  TN/SHELBY
 FF0375  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0375
 FF0375                         *CURRENT SURVEY CONTROL
 FF0375  ___________________________________________________________________
 FF0375* NAD 83(1986)-  35 03 34.     (N)    090 01 14.     (W)     SCALED    
 FF0375* NAVD 88     -        82.493  (meters)     270.65   (feet)  ADJUSTED  
 FF0375  ___________________________________________________________________
 FF0375  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0375  DYNAMIC HT  -          82.417 (meters)     270.40  (feet)  COMP
 FF0375  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 FF0375
 FF0375  VERT ORDER  -  SECOND    CLASS 0
 FF0375
 FF0375.The horizontal coordinates were scaled from a topographic map and have
 FF0375.an estimated accuracy of +/- 6 seconds.
 FF0375
 FF0375.The orthometric height was determined by differential leveling
 FF0375.and adjusted by the National Geodetic Survey in June 1991..
 FF0375
 FF0375.The geoid height was determined by GEOID03.
 FF0375
 FF0375.The dynamic height is computed by dividing the NAVD 88
 FF0375.geopotential number by the normal gravity value computed on the
 FF0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0375.degrees latitude (g = 980.6199 gals.).
 FF0375
 FF0375.The modeled gravity was interpolated from observed gravity values.
 FF0375
 FF0375;                    North         East    Units  Estimated Accuracy
 FF0375;SPC TN       -    88,100.      233,330.      MT  (+/- 180 meters Scaled)
 FF0375
 FF0375                          SUPERSEDED SURVEY CONTROL
 FF0375
 FF0375  NGVD 29 (??/??/??)   82.461  (m)          270.54   (f) ADJUSTED    2 0
 FF0375
 FF0375.Superseded values are not recommended for survey control.
 FF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0375.See file dsdata.txt to determine how the superseded data were derived.
 FF0375
 FF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU717836(NAD 83)
 FF0375_MARKER: DR = REFERENCE MARK DISK
 FF0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0375_STAMPING: BROOKS NO 1 1959
 FF0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0375+STABILITY: SURFACE MOTION
 FF0375
 FF0375  HISTORY     - Date     Condition        Report By
 FF0375  HISTORY     - 1959     MONUMENTED       CGS
 FF0375  HISTORY     - 19940811 MARK NOT FOUND   TN1620
 FF0375
 FF0375                          STATION DESCRIPTION
 FF0375
 FF0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0375'AT MEMPHIS.
 FF0375'IT IS LOCATED AT THE BROOKS STATION SITE.  THE MARK IS SET IN
 FF0375'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 FF0375'ABOVE THE GROUND AND IS 130 FEET SOUTHWEST OF A LONE 12-INCH
 FF0375'TREE WHICH IS GROWING ON THE NORTHERN SLOPE OF THE KNOLL AND SET
 FF0375'IN ABOUT THE CENTER OF A SMALL RIDGE WHICH IS ABOUT 1 FOOT
 FF0375'HIGHER THAN THE STATION, 76.5 FEET NORTH-NORTHEAST OF THE STATION
 FF0375'MARK.
 FF0375
 FF0375                          STATION RECOVERY (1994)
 FF0375
 FF0375'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0376 ***********************************************************************
 FF0376  DESIGNATION -  BROOKS RM 2
 FF0376  PID         -  FF0376
 FF0376  STATE/COUNTY-  TN/SHELBY
 FF0376  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0376
 FF0376                         *CURRENT SURVEY CONTROL
 FF0376  ___________________________________________________________________
 FF0376* NAD 83(1986)-  35 03 33.     (N)    090 01 16.     (W)     SCALED    
 FF0376* NAVD 88     -        82.377  (meters)     270.27   (feet)  ADJUSTED  
 FF0376  ___________________________________________________________________
 FF0376  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0376  DYNAMIC HT  -          82.301 (meters)     270.02  (feet)  COMP
 FF0376  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 FF0376
 FF0376  VERT ORDER  -  SECOND    CLASS 0
 FF0376
 FF0376.The horizontal coordinates were scaled from a topographic map and have
 FF0376.an estimated accuracy of +/- 6 seconds.
 FF0376
 FF0376.The orthometric height was determined by differential leveling
 FF0376.and adjusted by the National Geodetic Survey in June 1991..
 FF0376
 FF0376.The geoid height was determined by GEOID03.
 FF0376
 FF0376.The dynamic height is computed by dividing the NAVD 88
 FF0376.geopotential number by the normal gravity value computed on the
 FF0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0376.degrees latitude (g = 980.6199 gals.).
 FF0376
 FF0376.The modeled gravity was interpolated from observed gravity values.
 FF0376
 FF0376;                    North         East    Units  Estimated Accuracy
 FF0376;SPC TN       -    88,070.      233,270.      MT  (+/- 180 meters Scaled)
 FF0376
 FF0376                          SUPERSEDED SURVEY CONTROL
 FF0376
 FF0376  NGVD 29 (??/??/??)   82.345  (m)          270.16   (f) ADJUSTED    2 0
 FF0376
 FF0376.Superseded values are not recommended for survey control.
 FF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0376.See file dsdata.txt to determine how the superseded data were derived.
 FF0376
 FF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU716836(NAD 83)
 FF0376_MARKER: DR = REFERENCE MARK DISK
 FF0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0376_STAMPING: BROOKS NO 2 1959
 FF0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0376+STABILITY: SURFACE MOTION
 FF0376
 FF0376  HISTORY     - Date     Condition        Report By
 FF0376  HISTORY     - 1959     MONUMENTED       CGS
 FF0376  HISTORY     - 19940811 MARK NOT FOUND   TN1620
 FF0376
 FF0376                          STATION DESCRIPTION
 FF0376
 FF0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0376'AT MEMPHIS.
 FF0376'IT IS LOCATED AT THE BROOKS STATION SITE.  THE MARK IS SET IN THE
 FF0376'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE
 FF0376'THE GROUND AND IS 165 FEET SOUTH OF A LONE 12-INCH TREE WHICH
 FF0376'IS GROWING ON THE NORTHERN SLOPE OF THE KNOLL, 80.1 FEET WEST OF
 FF0376'THE STATION MARK.
 FF0376
 FF0376                          STATION RECOVERY (1994)
 FF0376
 FF0376'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1040 ***********************************************************************
 GA1040  DESIGNATION -  BROTHERTON
 GA1040  PID         -  GA1040
 GA1040  STATE/COUNTY-  TN/GREENE
 GA1040  USGS QUAD   -  MC CLOUD (1961)
 GA1040
 GA1040                         *CURRENT SURVEY CONTROL
 GA1040  ___________________________________________________________________
 GA1040* NAD 83(1995)-  36 16 30.53052(N)    082 55 22.34461(W)     ADJUSTED  
 GA1040* NAVD 88     -       364.029  (meters)    1194.32   (feet)  ADJUSTED  
 GA1040  ___________________________________________________________________
 GA1040  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GA1040  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1040  DYNAMIC HT  -         363.692 (meters)    1193.21  (feet)  COMP
 GA1040  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 GA1040
 GA1040  HORZ ORDER  -  SECOND
 GA1040  VERT ORDER  -  SECOND    CLASS 0
 GA1040
 GA1040.The horizontal coordinates were established by classical geodetic methods
 GA1040.and adjusted by the National Geodetic Survey in April 1999..
 GA1040
 GA1040.The orthometric height was determined by differential leveling
 GA1040.and adjusted by the National Geodetic Survey in June 1991..
 GA1040
 GA1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1040
 GA1040.The geoid height was determined by GEOID03.
 GA1040
 GA1040.The dynamic height is computed by dividing the NAVD 88
 GA1040.geopotential number by the normal gravity value computed on the
 GA1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1040.degrees latitude (g = 980.6199 gals.).
 GA1040
 GA1040.The modeled gravity was interpolated from observed gravity values.
 GA1040
 GA1040;                    North         East     Units Scale Factor Converg.
 GA1040;SPC TN       -   219,791.110   876,426.464   MT  0.99997796   +1 48 05.3
 GA1040;SPC TN       -   721,098.00  2,875,409.16   sFT  0.99997796   +1 48 05.3
 GA1040;UTM  17      - 4,016,182.101   327,290.180   MT  0.99996753   -1 08 16.7
 GA1040
 GA1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1040!SPC TN       -   0.99994780  x   0.99997796  =   0.99992576
 GA1040!UTM  17      -   0.99994780  x   0.99996753  =   0.99991533
 GA1040
 GA1040|---------------------------------------------------------------------|
 GA1040| PID    Reference Object                     Distance      Geod. Az  |
 GA1040|                                                           dddmmss.s |
 GA1040| GA1039 BROTHERTON RM 2                      33.315 METERS 00405     |
 GA1040| DB8834 BROTHERTON AZ MK RESET                             1165938.6 |
 GA1040| GA1041 BROTHERTON RM 1                      32.288 METERS 12554     |
 GA1040| GA3401 GREENEVILLE MUNICIPAL TANK          APPROX.14.2 KM 1450519.2 |
 GA1040| GA1038 BROTHERTON AZ MK                                   3190028.3 |
 GA1040|---------------------------------------------------------------------|
 GA1040
 GA1040                          SUPERSEDED SURVEY CONTROL
 GA1040
 GA1040  NAD 83(1995)-  36 16 30.53394(N)    082 55 22.34832(W) AD(       ) 2
 GA1040  NAD 83(1995)-  36 16 30.54190(N)    082 55 22.35395(W) AD(       ) 2
 GA1040  NAD 83(1995)-  36 16 30.53566(N)    082 55 22.34676(W) AD(       ) 2
 GA1040  NAD 83(1986)-  36 16 30.53864(N)    082 55 22.34745(W) AD(       ) 2
 GA1040  NAD 27      -  36 16 30.18190(N)    082 55 22.77520(W) AD(       ) 2
 GA1040  NGVD 29 (??/??/92)  364.174  (m)         1194.79   (f) ADJ UNCH    2 0
 GA1040
 GA1040.Superseded values are not recommended for survey control.
 GA1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1040.See file dsdata.txt to determine how the superseded data were derived.
 GA1040
 GA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2729016182(NAD 83)
 GA1040_MARKER: DE = TRAVERSE STATION DISK
 GA1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1040_STAMPING: BROTHERTON 1961
 GA1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1040+STABILITY: SURFACE MOTION
 GA1040
 GA1040  HISTORY     - Date     Condition        Report By
 GA1040  HISTORY     - 1961     MONUMENTED       CGS
 GA1040  HISTORY     - 1969     GOOD             CGS
 GA1040  HISTORY     - 1969     GOOD             NGS
 GA1040  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1040  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1040
 GA1040                          STATION DESCRIPTION
 GA1040
 GA1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1040'THE STATION IS LOCATED ON THE PROPERTY OF MR. JESSE BROTHERTON, ABOUT
 GA1040'9 MILES NORTHWEST OF
 GA1040'GREENEVILLE, ABOUT 1 MILE SOUTHEAST OF ROMEO AND ON THE
 GA1040'EAST SIDE OF STATE HIGHWAY 70.
 GA1040'
 GA1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E AND STATE
 GA1040'HIGHWAY 70 WHICH IS 2 BLOCKS
 GA1040'WEST OF THE POST OFFICE IN GREENEVILLE, GO
 GA1040'NORTHWEST ON STATE HIGHWAY 70 FOR
 GA1040'10.9 MILES TO COOTERS GROCERY ON
 GA1040'THE RIGHT, CONTINUE ON STATE HIGHWAY 70 FOR 0.4 MILE
 GA1040'TO A WOODEN GATE
 GA1040'ON THE RIGHT, JUST AFTER PASSING A WHITE FRAME HOUSE ON THE RIGHT AND
 GA1040'THE STATION ON THE
 GA1040'RIGHT.
 GA1040'
 GA1040'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BROTHERTON
 GA1040'1961, SET IN A SQUARE
 GA1040'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 39 FEET
 GA1040'NORTH OF A LARGE OAK TREE
 GA1040'AND GATE POST, 34 FEET EAST OF THE CENTER
 GA1040'OF STATE HIGHWAY 70, 31 FEET SOUTHEAST OF A
 GA1040'T-FENCE CORNER POST AND
 GA1040'18.8 FEET EAST OF A WITNESS POST AND WOVEN WIRE FENCE.
 GA1040'
 GA1040'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BROTHERTON NO 1
 GA1040'1961, SET IN A SQUARE
 GA1040'CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 68 FEET EAST OF A
 GA1040'LARGE OAK TREE 84 FEET
 GA1040'EAST OF THE CENTER OF STATE HIGHWAY 70, 66
 GA1040'FEET EAST OF A WOVEN WIRE FENCE, 53 FEET
 GA1040'SOUTH OF THE SOUTHWEST
 GA1040'CORNER OF A SMALL WOODEN SHED, AND LOCATED IN GRASSED AREA
 GA1040'ABOUT 3 FEET
 GA1040'LOWER THAN THE STATION ELEVATION.
 GA1040'
 GA1040'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BROTHERTON NO 2
 GA1040'1961, SET IN A SQUARE
 GA1040'CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 93 FEET EAST OF THE
 GA1040'CENTER OF STATE CORNER
 GA1040'HIGHWAY 70, 79.5 FEET EAST OF A T-FENCE CORNER
 GA1040'POST, 29.5 FEET WEST OF A T-FENCE POST
 GA1040'AND 2 FEET SOUTH OF A WOVEN
 GA1040'WIRE FENCE.
 GA1040'
 GA1040'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BROTHERTON 1961, SET IN
 GA1040'A SQUARE CONCRETE MONUMENT
 GA1040'WHICH PROJECTS 4 INCHES.  IT IS 16 FEET SOUTHWEST
 GA1040'OF STATE HIGHWAY 70, 2 FEET SOUTH OF
 GA1040'A TELEPHONE LINE GUY POLE, 1.2
 GA1040'FEET EAST OF A WITNESS POST AND SIGN AND 1 FOOT
 GA1040'NORTHEAST OF A WOVEN
 GA1040'WIRE FENCE.
 GA1040'
 GA1040'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON
 GA1040'STATE HIGHWAY 70 FOR
 GA1040'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GA1040'
 GA1040'HEIGHT OF LIGHT--30 METERS
 GA1040
 GA1040                          STATION RECOVERY (1969)
 GA1040
 GA1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GA1040'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 GA1040'AZIMUTH MARK WERE
 GA1040'ALL RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 GA1040'CONSTRUCTION ALONG STATE ROUTE 70,
 GA1040'IT WAS FEARED THAT THE ORIGINAL
 GA1040'AZIMUTH MARK MIGHT BE DESTROYED.  THE TENNESSEE
 GA1040'GEODETIC SURVEY
 GA1040'SECTION SET A NEW AZIMUTH MARK ABOUT 0.15 OF A MILE EAST-SOUTHEAST
 GA1040'OF THE STATION AND
 GA1040'USED ONE OF THEIR DISK.  DUE TO OTHER WORK
 GA1040'INTERFERING, THE STATION WAS NOT
 GA1040'OCCUPIED THE DAY THE MARK WAS SET.
 GA1040'ON THIS DATE THE STATION WAS OCCUPIED AND ALL
 GA1040'HORIZONTAL ANGLES
 GA1040'OBSERVED.  IN CHECKING THE HORIZONTAL DISTANCE MEASUREMENTS
 GA1040'BETWEEN THE
 GA1040'STATION AND THE REFERENCE MARKS, A DISCREPANCY OF + 0.01 OF A
 GA1040'FOOT WAS NOTED FOR
 GA1040'REFERENCE MARK NO.  1 AND - 0.03 OF A FOOT NOTED
 GA1040'FOR REFERENCE MARK NO.  2.  HOWEVER,
 GA1040'THE ANGLES OBSERVED CHECKED THE
 GA1040'1961 OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS.  ALL
 GA1040'MARKS FOR THIS
 GA1040'STATION WERE BENCH MARKS AND NO ELEVATION WAS TRANSFERRED TO THE
 GA1040'NEW AZIMUTH MARK, AS
 GA1040'THE ORIGINAL AZIMUTH MARK WAS NOT DISTURBED AND
 GA1040'MAY NOT BE.
 GA1040'
 GA1040'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA1040'
 GA1040'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE ROUTE 70 ABOUT 9
 GA1040'MILES NORTHWEST OF
 GA1040'GREENEVILLE, ABOUT 1 MILE SOUTHEAST OF THE SMALL
 GA1040'COMMUNITY OF ROMEO, AND ON THE
 GA1040'PROPERTY OF MR.  JESSE BROTHERTON.
 GA1040'
 GA1040'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 11E AND STATE
 GA1040'ROUTE 70 TWO
 GA1040'BLOCKS WEST OF THE POST OFFICE IN GREENEVILLE, GO
 GA1040'NORTHWESTERLY ON STATE ROUTE 70
 GA1040'FOR 10.9 MILES TO THE L.  M.  GAINES
 GA1040'GROCERY STORE ON THE RIGHT.  HERE CONTINUE
 GA1040'NORTHWESTERLY ON STATE
 GA1040'ROUTE 70 FOR 0.35 OF A MILE TO A DRIVEWAY ON THE RIGHT* .
 GA1040'CONTINUE
 GA1040'NORTHWESTERLY ON STATE ROUTE 70 FOR 0.1 OF A MILE TO A WOODEN GATE ON
 GA1040'THE RIGHT NEAR A
 GA1040'LARGE OAK TREE AND THE STATION ON THE RIGHT INSIDE A
 GA1040'FENCE AS DESCRIBED.
 GA1040'
 GA1040'THE STATION IS 75 FEET WEST OF THE NORTHWEST CORNER OF A SHED, 39
 GA1040'FEET NORTH OF A
 GA1040'30-INCH WHITE OAK TREE, 35 FEET EAST OF THE
 GA1040'APPROXIMATE CENTER OF STATE ROUTE
 GA1040'70, 31 FEET SOUTHEAST OF A T FENCE
 GA1040'CORNER POST, 18.8 FEET EAST OF A METAL WITNESS POST
 GA1040'AND SIGN IN A
 GA1040'NORTH-SOUTH WOVEN WIRE FENCE, AND IN A FENCED AREA USED AS A SMALL
 GA1040'PASTURE.  IT IS A
 GA1040'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA1040'CONCRETE MONUMENT THAT PROJECTS 2
 GA1040'INCHES AND THE DISK IS STAMPED
 GA1040'BROTHERTON 1961.
 GA1040'
 GA1040'REFERENCE MARK NO. 1 IS 84 FEET EAST OF THE APPROXIMATE CENTER OF
 GA1040'STATE ROUTE 70, 68
 GA1040'FEET EAST OF A 40-INCH WHITE OAK TREE, 66 FEET
 GA1040'EAST OF A WOVEN WIRE FENCE, 53 FEET
 GA1040'SOUTH OF THE SOUTHWEST CORNER OF
 GA1040'A SHED, AND ABOUT 2 FEET BELOW THE ELEVATION OF THE
 GA1040'STATION IN A
 GA1040'TENDED AREA.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GA1040'SQUARE, FLUSH,
 GA1040'CONCRETE MONUMENT AND THE DISK IS STAMPED BROTHERTON
 GA1040'NO 1 1961.
 GA1040'
 GA1040'REFERENCE MARK NO. 2 IS 92 FEET EAST OF THE APPROXIMATE CENTER OF
 GA1040'STATE ROUTE 70.
 GA1040'79.5 FEET EAST OF A T FENCE CORNER POST, 29.5 FEET
 GA1040'WEST OF A T FENCE CORNER POST, 2
 GA1040'FEET SOUTH OF A WOVEN WIRE FENCE,
 GA1040'AND ABOUT 0.5 OF A FOOT BELOW THE ELEVATION OF THE
 GA1040'STATION.  IT IS A
 GA1040'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA1040'MONUMENT AND THE
 GA1040'DISK IS STAMPED BROTHERTON NO 2 1961.
 GA1040'
 GA1040'DUE TO MACHINERY ON LINE, THE REFERENCE MARKS COULD NOT BE MEASURED
 GA1040'BETWEEN.
 GA1040'
 GA1040'THE 1961 AZIMUTH MARK IS ABOUT 0.15 OF A MILE NORTHWEST OF THE
 GA1040'STATION, 16 FEET
 GA1040'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GA1040'70, 2 FEET SOUTH OF A GUYED
 GA1040'TELEPHONE POLE, 1.2 FEET EAST OF A METAL
 GA1040'WITNESS POST AND SIGN, AND 1 FOOT NORTHEAST OF
 GA1040'A WOVEN WIRE FENCE.
 GA1040'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA1040'CONCRETE
 GA1040'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED BROTHERTON
 GA1040'1961.
 GA1040'
 GA1040'THE 1969 AZIMUTH MARK IS ABOUT 0.15 OF A MILE EAST-SOUTHEAST OF THE
 GA1040'STATION, 58 FEET
 GA1040'WEST OF THE WEST CORNER OF A FRAME HOUSE, 38 FEET
 GA1040'NORTHWEST OF A 30-INCH WHITE OAK
 GA1040'TREE, 29 FEET NORTH OF A 15-INCH
 GA1040'WHITE OAK TREE, 16 FEET NORTH OF THE APPROXIMATE
 GA1040'CENTER OF A
 GA1040'DRIVEWAY, 9 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A FARM
 GA1040'LANE, AND 1.4
 GA1040'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GA1040'TENNESSEE HIGHWAY
 GA1040'DEPARTMENT DISK THAT HAS BEEN GROUND SMOOTH OF ALL
 GA1040'MARKINGS EXCEPT THE ARROW, SET IN
 GA1040'THE TOP OF A 12-INCH, ROUND, FLUSH,
 GA1040'CONCRETE MONUMENT AND THE DISK IS STAMPED BROTHERTON
 GA1040'AZI 1969 TNHD.
 GA1040'
 GA1040'*TO REACH THE 1969 AZIMUTH MARK FROM THIS POINT IN THE STATION
 GA1040'TO-REACH, TURN
 GA1040'RIGHT ON THE DRIVEWAY AND GO EASTERLY FOR ABOUT 0.05
 GA1040'OF A MILE TO THE FRAME HOME OF MR.
 GA1040'GEORGE M.  KNIGHT AND THE MARK IS
 GA1040'THE LAWN IN FRONT OF THE HOUSE AS DESCRIBED.
 GA1040'
 GA1040'TO REACH THE 1961 AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 GA1040'ON STATE ROUTE 70 FOR 0.15 MILE TO THE MARK ON THE LEFT AS
 GA1040'DESCRIBED.
 GA1040
 GA1040                          STATION RECOVERY (1969)
 GA1040
 GA1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GA1040'1.4 MI SE FROM ROMEO.
 GA1040'TO REACH THE MARK FROM THE JUNCTION OF STATE ROUTE 70 AND
 GA1040'BAILEYTON ROAD IN THE SMALL COMMUNITY OF ROMEO, GO SOUTH AND
 GA1040'SOUTHEASTERLY ON STATE ROUTE 70 FOR 1.35 MILES TO THE MARK ON
 GA1040'THE LEFT.  IT IS 109.30 FEET SOUTH OF BROTHERTON R.M. 2, 105.93
 GA1040'FEET NORTHWEST OF BROTHERTON R.M. 1, 75 FEET WEST OF THE NORTHWEST
 GA1040'CORNER OF A SHED, 39 FEET NORTH OF A 30-INCH WHITE OAK TREE, 35
 GA1040'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 70, 31 FEET
 GA1040'SOUTHEAST OF A T FENCE CORNER POST, 18.8 FEET EAST OF A METAL
 GA1040'WITNESS POST AND SIGN IN A NORTH-SOUTH WOVEN WIRE FENCE, AND IS
 GA1040'AT THE BROTHERTON 1961 TRAVERSE STATION SITE.  IT IS A STANDARD
 GA1040'TRAVERSE STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA1040'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GA1040'BROTHERTON 1961.
 GA1040
 GA1040                          STATION RECOVERY (1980)
 GA1040
 GA1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA1040'A SEARCH WAS MADE BUT NONE OF THE MARKS WERE FOUND AND THOUGHT TO HAVE
 GA1040'BEEN DESTROYED BY CONSTRUCTION OF AN INTERCHANGE OF INTERSTATE
 GA1040'HIGHWAY 81.
 GA1040
 GA1040                          STATION RECOVERY (1980)
 GA1040
 GA1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1038 ***********************************************************************
 GA1038  DESIGNATION -  BROTHERTON AZ MK
 GA1038  PID         -  GA1038
 GA1038  STATE/COUNTY-  TN/GREENE
 GA1038  USGS QUAD   -  MC CLOUD (1961)
 GA1038
 GA1038                         *CURRENT SURVEY CONTROL
 GA1038  ___________________________________________________________________
 GA1038* NAD 83(1986)-  36 16 37.     (N)    082 55 31.     (W)     SCALED    
 GA1038* NAVD 88     -       369.024  (meters)    1210.71   (feet)  ADJUSTED  
 GA1038  ___________________________________________________________________
 GA1038  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1038  DYNAMIC HT  -         368.683 (meters)    1209.59  (feet)  COMP
 GA1038  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 GA1038
 GA1038  VERT ORDER  -  SECOND    CLASS 0
 GA1038
 GA1038.The horizontal coordinates were scaled from a topographic map and have
 GA1038.an estimated accuracy of +/- 6 seconds.
 GA1038
 GA1038.The orthometric height was determined by differential leveling
 GA1038.and adjusted by the National Geodetic Survey in June 1991..
 GA1038
 GA1038.The geoid height was determined by GEOID03.
 GA1038
 GA1038.The dynamic height is computed by dividing the NAVD 88
 GA1038.geopotential number by the normal gravity value computed on the
 GA1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1038.degrees latitude (g = 980.6199 gals.).
 GA1038
 GA1038.The modeled gravity was interpolated from observed gravity values.
 GA1038
 GA1038;                    North         East    Units  Estimated Accuracy
 GA1038;SPC TN       -   219,980.      876,200.      MT  (+/- 180 meters Scaled)
 GA1038
 GA1038                          SUPERSEDED SURVEY CONTROL
 GA1038
 GA1038  NGVD 29 (??/??/92)  369.169  (m)         1211.18   (f) ADJ UNCH    2 0
 GA1038
 GA1038.Superseded values are not recommended for survey control.
 GA1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1038.See file dsdata.txt to determine how the superseded data were derived.
 GA1038
 GA1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA270163(NAD 83)
 GA1038_MARKER: DB = BENCH MARK DISK
 GA1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1038_STAMPING: BROTHERTON 1961
 GA1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1038+STABILITY: SURFACE MOTION
 GA1038
 GA1038  HISTORY     - Date     Condition        Report By
 GA1038  HISTORY     - 1961     MONUMENTED       CGS
 GA1038  HISTORY     - 1969     GOOD             NGS
 GA1038
 GA1038                          STATION DESCRIPTION
 GA1038
 GA1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA1038'1.2 MI SE FROM ROMEO.
 GA1038'TO REACH THE MARK FROM THE JUNCTION OF STATE ROUTE 70 AND
 GA1038'BAILEYTON ROAD IN THE SMALL COMMUNITY OF ROMEO, GO SOUTH AND
 GA1038'SOUTHEASTERLY ON STATE ROUTE 70 FOR 1.2 MILES TO THE MARK ON THE
 GA1038'RIGHT.  THE MARK IS ABOUT 0.2 OF A MILE SOUTH OF THE T JUNCTION
 GA1038'OF A PAVED ROAD LEADING WEST, ABOUT 0.15 OF A MILE NORTHWEST
 GA1038'OF TRAVERSE STATION BROTHERTON 1961, 16 FEET SOUTHWEST OF THE
 GA1038'APPROXIMATE CENTER OF STATE ROUTE 70, 2 FEET SOUTH OF A GUYED
 GA1038'TELEPHONE POLE, 1.2 FEET EAST OF A METAL WITNESS POST AND SIGN,
 GA1038'AND 1 FOOT NORTHEAST OF A WOVEN WIRE FENCE.  IT IS A STANDARD
 GA1038'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GA1038'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED BROTHERTON
 GA1038'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1041 ***********************************************************************
 GA1041  DESIGNATION -  BROTHERTON RM 1
 GA1041  PID         -  GA1041
 GA1041  STATE/COUNTY-  TN/GREENE
 GA1041  USGS QUAD   -  MC CLOUD (1961)
 GA1041
 GA1041                         *CURRENT SURVEY CONTROL
 GA1041  ___________________________________________________________________
 GA1041* NAD 83(1986)-  36 16 30.     (N)    082 55 22.     (W)     SCALED    
 GA1041* NAVD 88     -       362.132  (meters)    1188.09   (feet)  ADJUSTED  
 GA1041  ___________________________________________________________________
 GA1041  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1041  DYNAMIC HT  -         361.797 (meters)    1187.00  (feet)  COMP
 GA1041  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 GA1041
 GA1041  VERT ORDER  -  SECOND    CLASS 0
 GA1041
 GA1041.The horizontal coordinates were scaled from a topographic map and have
 GA1041.an estimated accuracy of +/- 6 seconds.
 GA1041
 GA1041.The orthometric height was determined by differential leveling
 GA1041.and adjusted by the National Geodetic Survey in June 1991..
 GA1041
 GA1041.The geoid height was determined by GEOID03.
 GA1041
 GA1041.The dynamic height is computed by dividing the NAVD 88
 GA1041.geopotential number by the normal gravity value computed on the
 GA1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1041.degrees latitude (g = 980.6199 gals.).
 GA1041
 GA1041.The modeled gravity was interpolated from observed gravity values.
 GA1041
 GA1041;                    North         East    Units  Estimated Accuracy
 GA1041;SPC TN       -   219,780.      876,440.      MT  (+/- 180 meters Scaled)
 GA1041
 GA1041                          SUPERSEDED SURVEY CONTROL
 GA1041
 GA1041  NGVD 29 (??/??/92)  362.277  (m)         1188.57   (f) ADJ UNCH    2 0
 GA1041
 GA1041.Superseded values are not recommended for survey control.
 GA1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1041.See file dsdata.txt to determine how the superseded data were derived.
 GA1041
 GA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA272161(NAD 83)
 GA1041_MARKER: DR = REFERENCE MARK DISK
 GA1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1041_STAMPING: BROTHERTON NO 1 1961
 GA1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1041+STABILITY: SURFACE MOTION
 GA1041
 GA1041  HISTORY     - Date     Condition        Report By
 GA1041  HISTORY     - 1961     MONUMENTED       CGS
 GA1041  HISTORY     - 1969     GOOD             NGS
 GA1041  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1041
 GA1041                          STATION DESCRIPTION
 GA1041
 GA1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA1041'1.4 MI SE FROM ROMEO.
 GA1041'THE MARK IS AT THE BROTHERTON 1961 TRAVERSE STATION SITE, 105.93
 GA1041'FEET SOUTHEAST OF BROTHERTON 1961, 84 FEET EAST OF THE APPROXIMATE
 GA1041'CENTER OF STATE ROUTE 70, 68 FEET EAST OF A 40-INCH WHITE OAK
 GA1041'TREE, 66 FEET EAST OF A WOVEN WIRE FENCE, 53 FEET SOUTH OF THE
 GA1041'SOUTHWEST CORNER OF A SHED, AND IN A SMALL TENDED GRASS AREA.  IT
 GA1041'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 GA1041'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BROTHERTON
 GA1041'NO 1 1961.  NOTE-- SEE DESCRIPTION FOR STATION BROTHERTON.
 GA1041
 GA1041                          STATION RECOVERY (1980)
 GA1041
 GA1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1039 ***********************************************************************
 GA1039  DESIGNATION -  BROTHERTON RM 2
 GA1039  PID         -  GA1039
 GA1039  STATE/COUNTY-  TN/GREENE
 GA1039  USGS QUAD   -  MC CLOUD (1961)
 GA1039
 GA1039                         *CURRENT SURVEY CONTROL
 GA1039  ___________________________________________________________________
 GA1039* NAD 83(1986)-  36 16 30.     (N)    082 55 22.     (W)     SCALED    
 GA1039* NAVD 88     -       363.534  (meters)    1192.69   (feet)  ADJUSTED  
 GA1039  ___________________________________________________________________
 GA1039  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1039  DYNAMIC HT  -         363.198 (meters)    1191.59  (feet)  COMP
 GA1039  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 GA1039
 GA1039  VERT ORDER  -  SECOND    CLASS 0
 GA1039
 GA1039.The horizontal coordinates were scaled from a topographic map and have
 GA1039.an estimated accuracy of +/- 6 seconds.
 GA1039
 GA1039.The orthometric height was determined by differential leveling
 GA1039.and adjusted by the National Geodetic Survey in June 1991..
 GA1039
 GA1039.The geoid height was determined by GEOID03.
 GA1039
 GA1039.The dynamic height is computed by dividing the NAVD 88
 GA1039.geopotential number by the normal gravity value computed on the
 GA1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1039.degrees latitude (g = 980.6199 gals.).
 GA1039
 GA1039.The modeled gravity was interpolated from observed gravity values.
 GA1039
 GA1039;                    North         East    Units  Estimated Accuracy
 GA1039;SPC TN       -   219,780.      876,440.      MT  (+/- 180 meters Scaled)
 GA1039
 GA1039                          SUPERSEDED SURVEY CONTROL
 GA1039
 GA1039  NGVD 29 (??/??/92)  363.679  (m)         1193.17   (f) ADJ UNCH    2 0
 GA1039
 GA1039.Superseded values are not recommended for survey control.
 GA1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1039.See file dsdata.txt to determine how the superseded data were derived.
 GA1039
 GA1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA272161(NAD 83)
 GA1039_MARKER: DR = REFERENCE MARK DISK
 GA1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1039_STAMPING: BROTHERTON NO 2 1961
 GA1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1039+STABILITY: SURFACE MOTION
 GA1039
 GA1039  HISTORY     - Date     Condition        Report By
 GA1039  HISTORY     - 1961     MONUMENTED       CGS
 GA1039  HISTORY     - 1969     GOOD             NGS
 GA1039  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1039
 GA1039                          STATION DESCRIPTION
 GA1039
 GA1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA1039'1.4 MI SE FROM ROMEO.
 GA1039'THE MARK IS AT THE BROTHERTON 1961 TRAVERSE STATION SITE, 109.30
 GA1039'FEET NORTH OF BROTHERTON 1961, 92 FEET EAST OF THE APPROXIMATE
 GA1039'CENTER OF STATE ROUTE 70, 79.5 FEET EAST OF A T FENCE CORNER
 GA1039'POST, 29.5 FEET WEST OF A T FENCE CORNER POST, AND 2 FEET SOUTH
 GA1039'OF A WOVEN WIRE FENCE.  IT IS A STANDARD REFERENCE MARK DISK
 GA1039'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA1039'AND THE DISK IS STAMPED BROTHERTON NO 2 1961.  NOTE-- SEE
 GA1039'DESCRIPTION FOR STATION BROTHERTON.
 GA1039
 GA1039                          STATION RECOVERY (1980)
 GA1039
 GA1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3557 ***********************************************************************
 GA3557  DESIGNATION -  BROWN
 GA3557  PID         -  GA3557
 GA3557  STATE/COUNTY-  TN/KNOX
 GA3557  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA3557
 GA3557                         *CURRENT SURVEY CONTROL
 GA3557  ___________________________________________________________________
 GA3557* NAD 83(1995)-  36 08 14.15857(N)    083 54 57.20584(W)     ADJUSTED  
 GA3557* NAVD 88     -       435.4    (meters)    1428.     (feet)  VERTCON   
 GA3557  ___________________________________________________________________
 GA3557  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GA3557  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3557
 GA3557  HORZ ORDER  -  SECOND
 GA3557
 GA3557.The horizontal coordinates were established by classical geodetic methods
 GA3557.and adjusted by the National Geodetic Survey in April 1999..
 GA3557
 GA3557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3557
 GA3557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3557
 GA3557.The geoid height was determined by GEOID03.
 GA3557
 GA3557;                    North         East     Units Scale Factor Converg.
 GA3557;SPC TN       -   202,143.061   787,563.575   MT  0.99996236   +1 13 12.4
 GA3557;SPC TN       -   663,197.69  2,583,864.83   sFT  0.99996236   +1 13 12.4
 GA3557;UTM  17      - 4,003,112.735   237,619.129   MT  1.00044834   -1 43 14.0
 GA3557
 GA3557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3557!SPC TN       -   0.99993649  x   0.99996236  =   0.99989886
 GA3557!UTM  17      -   0.99993649  x   1.00044834  =   1.00038480
 GA3557
 GA3557:                Primary Azimuth Mark                     Grid Az
 GA3557:SPC TN       -  BROWN AZ MK                              050 36 54.5
 GA3557:UTM  17      -  BROWN AZ MK                              053 33 20.9
 GA3557
 GA3557|---------------------------------------------------------------------|
 GA3557| PID    Reference Object                     Distance      Geod. Az  |
 GA3557|                                                           dddmmss.s |
 GA3557| DB8838 BROWN AZ MK                                        0515006.9 |
 GA3557| DB8839 BROWN RM 1                           23.440 METERS 16853     |
 GA3557| DB8840 BROWN RM 2                            7.497 METERS 28008     |
 GA3557|---------------------------------------------------------------------|
 GA3557
 GA3557                          SUPERSEDED SURVEY CONTROL
 GA3557
 GA3557  NAD 83(1995)-  36 08 14.16435(N)    083 54 57.20572(W) AD(       ) 2
 GA3557  NAD 83(1995)-  36 08 14.16541(N)    083 54 57.20515(W) AD(       ) 2
 GA3557  NAD 83(1995)-  36 08 14.16583(N)    083 54 57.20600(W) AD(       ) 2
 GA3557  NAD 83(1986)-  36 08 14.17064(N)    083 54 57.20391(W) AD(       ) 2
 GA3557  NAD 27      -  36 08 13.88105(N)    083 54 57.52913(W) AD(       ) 2
 GA3557  NGVD 29 (07/19/86)  435.5    (m)         1429.     (f) VERT ANG       
 GA3557
 GA3557.Superseded values are not recommended for survey control.
 GA3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3557.See file dsdata.txt to determine how the superseded data were derived.
 GA3557
 GA3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3761903113(NAD 83)
 GA3557_MARKER: DD = SURVEY DISK
 GA3557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3557
 GA3557  HISTORY     - Date     Condition        Report By
 GA3557  HISTORY     - 1964     MONUMENTED       TNHD
 GA3557
 GA3557                          STATION DESCRIPTION
 GA3557
 GA3557'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3557'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA3557'
 GA3557'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND U. S.
 GA3557'HIGHWAY 441 AT HALLS
 GA3557'CROSSROADS, GO 3.9 MILES NORTH ON ST.  RT.  33 * TO A PAVED
 GA3557'ROAD ON THE LEFT, TURN
 GA3557'LEFT, NORTH, AND GO 0.3 MILE NORTH AND WEST ON
 GA3557'FOUST HOLLOW RD.  TO A WOOD GATE ON THE
 GA3557'LEFT, TURN LEFT, SOUTH,
 GA3557'PASSING THROUGH THE GATE, AND GO 0.1 MILE TO THE STATION,
 GA3557'PASSING A BARN
 GA3557'ON THE RIGHT AND A TOOL SHED ON THE LEFT.
 GA3557'
 GA3557'THE STATION IS 46 FEET EAST OF THE SOUTHEAST CORNER OF THE BARN, 37
 GA3557'FEET NORTHWEST OF THE
 GA3557'APPROXIMATE CENTER OF A FARM TRACK ROAD, 3.5 FEET
 GA3557'NORTHWEST OF THE NORTHEAST CORNER
 GA3557'OF A HOG SHED, 27 FEET EAST OF THE
 GA3557'TOOL SHED, 9.5 FEET WEST OFA WITNESS POST AND 7 FEET
 GA3557'WEST OF A FENCE
 GA3557'CORNER.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA3557'HIGHWAY DEPARTMENT
 GA3557'DISKS AND THE DISKS ARE STAMPED BROWN 1964.  THE
 GA3557'UNDERGROUND MARK IS ABOUT 30 INCHES
 GA3557'BELOW THE SURFACE.  THE SURFACE
 GA3557'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3557'MONUMENT.
 GA3557'
 GA3557'REFERENCE MARK NO. 1 IS 39 FEET SOUTHEAST OF A 17-INCH PINE TREE, 29
 GA3557'FEET EAST OF THE
 GA3557'APPROXIMATE CENTER OF A GAP IN A FENCE, 6 FEET WEST OF A
 GA3557'6-INCH CEDAR TREE AND 2
 GA3557'FEET NORTH OF A FENCE LINE.  IT IS A STANDARD
 GA3557'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3557'10-INCH SQUARE, FLUSH,
 GA3557'CONCRETE MONUMENT AND THE DISK IS STAMPED BROWN RM-1 1964.
 GA3557'
 GA3557'REFERENCE MARK NO. 2 IS 18 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GA3557'OF THE TRACK ROAD, 2
 GA3557'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TOOL SHED
 GA3557'AND 2 FEET SOUTH OF A FENCE
 GA3557'LINE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3557'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3557'FLUSH, CONCRETE MONUMENT AND
 GA3557'THE DISK IS STAMPED BROWN RM-2 1964.
 GA3557'
 GA3557'THE AZIMUTH MARK IS 44 FEET NORTH OF THE END OF A METAL GUARD RAIL,
 GA3557'16 FEET NORTHWEST OF THE
 GA3557'APPROXIMATE CENTER OF MAJORS RD.  AND 1.7 FEET
 GA3557'SOUTHEAST OF A WITNESS POST.  IT IS
 GA3557'A STANDARD TENNESSEE HIGHWAY
 GA3557'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA3557'CONCRETE MONUMENT AND
 GA3557'THE DISK IS STAMPED BROWN AZI 1964.
 GA3557'
 GA3557'TO REACH THE AZIMUTH MARK, * TO A PAVED ROAD ON THE RIGHT, TURN
 GA3557'RIGHT, EAST, AND GO 0.2
 GA3557'MILE ON MAJORS RD.  TO THE MARK ON THE LEFT.
 GA3557'
 GA3557'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA3557'
 GA3557'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2313 ***********************************************************************
 FE2313  DESIGNATION -  BROWN
 FE2313  PID         -  FE2313
 FE2313  STATE/COUNTY-  TN/HENDERSON
 FE2313  USGS QUAD   -  LURAY (1983)
 FE2313
 FE2313                         *CURRENT SURVEY CONTROL
 FE2313  ___________________________________________________________________
 FE2313* NAD 83(1995)-  35 32 14.34043(N)    088 32 02.71510(W)     ADJUSTED  
 FE2313* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 FE2313  ___________________________________________________________________
 FE2313  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 FE2313  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2313
 FE2313  HORZ ORDER  -  SECOND
 FE2313
 FE2313.The horizontal coordinates were established by classical geodetic methods
 FE2313.and adjusted by the National Geodetic Survey in April 1999..
 FE2313
 FE2313.The orthometric height was scaled from a topographic map.
 FE2313
 FE2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2313
 FE2313.The geoid height was determined by GEOID03.
 FE2313
 FE2313;                    North         East     Units Scale Factor Converg.
 FE2313;SPC TN       -   136,555.979   370,224.637   MT  0.99996174   -1 29 00.8
 FE2313;SPC TN       -   448,017.41  1,214,645.33   sFT  0.99996174   -1 29 00.8
 FE2313;UTM  16      - 3,933,714.405   360,927.788   MT  0.99983834   -0 53 30.5
 FE2313
 FE2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2313!SPC TN       -   0.99997678  x   0.99996174  =   0.99993852
 FE2313!UTM  16      -   0.99997678  x   0.99983834  =   0.99981512
 FE2313
 FE2313:                Primary Azimuth Mark                     Grid Az
 FE2313:SPC TN       -  BROWN AZ MK                              028 20 32.9
 FE2313:UTM  16      -  BROWN AZ MK                              027 45 02.6
 FE2313
 FE2313|---------------------------------------------------------------------|
 FE2313| PID    Reference Object                     Distance      Geod. Az  |
 FE2313|                                                           dddmmss.s |
 FE2313| CG3299 BROWN AZ MK                                        0265132.1 |
 FE2313| FE2268 HENDERSON CTHSE SPIRE               APPROX.14.3 KM 2215123.3 |
 FE2313| FE2267 HENDERSON BLACK TANK                APPROX.14.5 KM 2215628.0 |
 FE2313| CG3301 BROWN RM 2                           26.874 METERS 23336     |
 FE2313| CG3300 BROWN RM 1                           26.923 METERS 34033     |
 FE2313|---------------------------------------------------------------------|
 FE2313
 FE2313                          SUPERSEDED SURVEY CONTROL
 FE2313
 FE2313  NAD 83(1995)-  35 32 14.34560(N)    088 32 02.72206(W) AD(       ) 2
 FE2313  NAD 83(1986)-  35 32 14.35186(N)    088 32 02.71657(W) AD(       ) 2
 FE2313  NAD 27      -  35 32 14.08500(N)    088 32 02.52900(W) AD(       ) 2
 FE2313
 FE2313.Superseded values are not recommended for survey control.
 FE2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2313.See file dsdata.txt to determine how the superseded data were derived.
 FE2313
 FE2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6092833714(NAD 83)
 FE2313_MARKER: DS = TRIANGULATION STATION DISK
 FE2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2313
 FE2313  HISTORY     - Date     Condition        Report By
 FE2313  HISTORY     - 1934     MONUMENTED       CGS
 FE2313
 FE2313                          STATION DESCRIPTION
 FE2313
 FE2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2313'ABOUT 12 MILES SOUTHWEST OF LEXINGTON AND ABOUT 3 MILES WEST OF
 FE2313'VILLAGE OF MIDDLEFORK ON STATE ROUTE 22. TO REACH FROM
 FE2313'MIDDLEFORK, FOLLOW LURAY ROAD WEST 3.0 MILES TO SMALL SETTLEMENT OF
 FE2313'TIGNORS STORE, THEN CONTINUE TO NORTH AND WEST AROUND STORE
 FE2313'ABOUT 200 FEET TO STATION SITE, WHICH IS 90 YARDS SOUTHWEST OF LURAY
 FE2313'ROAD, IN SOUTHEAST CORNER OF CULTIVATED FIELD, AND 40 FEET
 FE2313'NORTH-NORTHEAST OF DIM WASHED-OUT ROAD ON SOUTH SIDE OF FIELD.
 FE2313'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FE2313'IN CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 FE2313'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS ON
 FE2313'EAST EDGE OF FIELD, 20 FEET NORTH OF TELEPHONE POLE, AND
 FE2313'88.33 FEET FROM STATION N 20 DEG 26 MIN W. NO. 2 IS IN SOUTH
 FE2313'EDGE OF FIELD, AT EDGE OF SMALL COPSE, AND 88.17 FEET FROM
 FE2313'STATION S 53 DEG 36 MIN W.  AZIMUTH MARK IS 0.15 MILE NORTHWEST
 FE2313'FROM LURAY ROAD ALONG FIRST T-ROAD EAST OF STATION, 12 FEET
 FE2313'EAST OF CENTER OF ROAD, ON TOP OF SMALL BANK, AND 0.3 MILE FROM
 FE2313'STATION N 25 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2596 ***********************************************************************
 GC2596  DESIGNATION -  BROWN
 GC2596  PID         -  GC2596
 GC2596  STATE/COUNTY-  TN/HUMPHREYS
 GC2596  USGS QUAD   -  MC EWEN (1982)
 GC2596
 GC2596                         *CURRENT SURVEY CONTROL
 GC2596  ___________________________________________________________________
 GC2596* NAD 83(1995)-  36 06 01.83014(N)    087 41 34.76255(W)     ADJUSTED  
 GC2596* NAVD 88     -       244.2    (meters)     801.     (feet)  VERTCON   
 GC2596  ___________________________________________________________________
 GC2596  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GC2596  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2596
 GC2596  HORZ ORDER  -  SECOND
 GC2596
 GC2596.The horizontal coordinates were established by classical geodetic methods
 GC2596.and adjusted by the National Geodetic Survey in April 1999..
 GC2596
 GC2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2596
 GC2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2596
 GC2596.The geoid height was determined by GEOID03.
 GC2596
 GC2596;                    North         East     Units Scale Factor Converg.
 GC2596;SPC TN       -   197,385.878   447,561.570   MT  0.99995918   -0 59 28.1
 GC2596;SPC TN       -   647,590.17  1,468,374.92   sFT  0.99995918   -0 59 28.1
 GC2596;UTM  16      - 3,995,318.668   437,621.375   MT  0.99964794   -0 24 30.0
 GC2596
 GC2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2596!SPC TN       -   0.99996619  x   0.99995918  =   0.99992538
 GC2596!UTM  16      -   0.99996619  x   0.99964794  =   0.99961415
 GC2596
 GC2596:                Primary Azimuth Mark                     Grid Az
 GC2596:SPC TN       -  BROWN AZ MK                              039 52 04.5
 GC2596:UTM  16      -  BROWN AZ MK                              039 17 06.4
 GC2596
 GC2596|---------------------------------------------------------------------|
 GC2596| PID    Reference Object                     Distance      Geod. Az  |
 GC2596|                                                           dddmmss.s |
 GC2596| GC1680 BROWN AZ MK                                        0385236.4 |
 GC2596| CG4902 BROWN RM 1                           46.823 METERS 05928     |
 GC2596| CG4903 BROWN RM 2                           40.435 METERS 29429     |
 GC2596|---------------------------------------------------------------------|
 GC2596
 GC2596                          SUPERSEDED SURVEY CONTROL
 GC2596
 GC2596  NAD 83(1995)-  36 06 01.83172(N)    087 41 34.76598(W) AD(       ) 2
 GC2596  NAD 83(1995)-  36 06 01.83274(N)    087 41 34.76720(W) AD(       ) 2
 GC2596  NAD 83(1986)-  36 06 01.84008(N)    087 41 34.76461(W) AD(       ) 2
 GC2596  NAD 27      -  36 06 01.62382(N)    087 41 34.69306(W) AD(       ) 2
 GC2596  NGVD 29 (07/19/86)  244.2    (m)          801.     (f) VERT ANG       
 GC2596
 GC2596.Superseded values are not recommended for survey control.
 GC2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2596.See file dsdata.txt to determine how the superseded data were derived.
 GC2596
 GC2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3762195319(NAD 83)
 GC2596_MARKER: DD = SURVEY DISK
 GC2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2596
 GC2596  HISTORY     - Date     Condition        Report By
 GC2596  HISTORY     - 1961     MONUMENTED       TNDT
 GC2596  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 GC2596
 GC2596                          STATION DESCRIPTION
 GC2596
 GC2596'DESCRIBED BY TN DEPT OF TRANSP 1961 (CEG)
 GC2596'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF WAVERLY.
 GC2596'
 GC2596'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE
 GC2596'HUMPHREYS COUNTY COURTHOUSE IN WAVERLY, GO 5.3 MILES NORTHEAST
 GC2596'ON U.S. HIGHWAY 70 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 GC2596'EASTERLY 0.9 MILE TO A GATE AND FIELD ROAD LEFT, TURN LEFT AND
 GC2596'GO NORTH 0.1 MILE TO THE STATION AS DESCRIBED.
 GC2596'
 GC2596'THE STATION IS 155 FEET SOUTHWEST OF A POWER POLE AND 136
 GC2596'FEET SOUTHEAST OF A POWER POLE WITH A WITNESS SIGN NAILED TO
 GC2596'IT.  THE STATION MARK DISK IS 2 FEET BELOW THE SURFACE AND SET
 GC2596'IN A 10-INCH SQUARE, CONCRETE MONUMENT.  THE UNDERGROUND MARK
 GC2596'DISK IS ABOUT 30 INCHES BELOW THE SURFACE MARK DISK.  THE
 GC2596'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2596'DEPARTMENT DISKS STAMPED BROWN 1961.
 GC2596'
 GC2596'REFERENCE MARK NO. 1 IS 2 FEET SOUTHWEST OF A POWER POLE.  THE
 GC2596'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2596'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2596'STAMPED BROWN RM-1 1961.
 GC2596'
 GC2596'REFERENCE MARK NO. 2 IS 3 FEET SOUTHEAST OF A POWER POLE.  THE
 GC2596'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC2596'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2596'STAMPED BROWN RM-2 1961.
 GC2596'
 GC2596'THE AZIMUTH MARK IS 42 FEET SOUTH OF U.S. HIGHWAY 70, 13 FEET
 GC2596'SOUTH OF THE EDGE OF THE HIGHWAY BANK, 3 FEET NORTH OF A FENCE,
 GC2596'AND 2.5 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 GC2596'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2596'CONCRETE MONUMENT AND THE DISK IS STAMPED BROWN AZI 1961.
 GC2596'
 GC2596'TO REACH THE AZIMUTH MARK FROM THE GATE AND THE PAVED ROAD, GO
 GC2596'0.3 MILE EASTERLY TO A GRAVEL ROAD LEFT, TURN LEFT AND GO
 GC2596'NORTH 0.4 MILE ON THE GRAVEL ROAD TO U.S. HIGHWAY 70.  TURN
 GC2596'LEFT ON U.S. HIGHWAY 70 AND GO SOUTHEASTERLY 0.2 MILE TO THE
 GC2596'MARK ON THE LEFT AS DESCRIBED.
 GC2596'
 GC2596'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 GC2596
 GC2596                          STATION RECOVERY (1972)
 GC2596
 GC2596'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2596'AREAS WHERE POINTS ARE LOCATED, ARE IN CORN FIELD -- NOT FOUND
 GC2596'-- BELIEVE TO BE GOOD.
 GC2596'
 GC2596'AZ. MK. IS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1680 ***********************************************************************
 GC1680  DESIGNATION -  BROWN AZ MK
 GC1680  PID         -  GC1680
 GC1680  STATE/COUNTY-  TN/HUMPHREYS
 GC1680  USGS QUAD   -  MC EWEN (1982)
 GC1680
 GC1680                         *CURRENT SURVEY CONTROL
 GC1680  ___________________________________________________________________
 GC1680* NAD 83(1986)-  36 06 17.     (N)    087 41 26.     (W)     SCALED    
 GC1680* NAVD 88     -       239.640  (meters)     786.22   (feet)  ADJUSTED  
 GC1680  ___________________________________________________________________
 GC1680  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1680  DYNAMIC HT  -         239.432 (meters)     785.54  (feet)  COMP
 GC1680  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 GC1680
 GC1680  VERT ORDER  -  SECOND    CLASS 0
 GC1680
 GC1680.The horizontal coordinates were scaled from a topographic map and have
 GC1680.an estimated accuracy of +/- 6 seconds.
 GC1680
 GC1680.The orthometric height was determined by differential leveling
 GC1680.and adjusted by the National Geodetic Survey in June 1991..
 GC1680
 GC1680.The geoid height was determined by GEOID03.
 GC1680
 GC1680.The dynamic height is computed by dividing the NAVD 88
 GC1680.geopotential number by the normal gravity value computed on the
 GC1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1680.degrees latitude (g = 980.6199 gals.).
 GC1680
 GC1680.The modeled gravity was interpolated from observed gravity values.
 GC1680
 GC1680;                    North         East    Units  Estimated Accuracy
 GC1680;SPC TN       -   197,850.      447,790.      MT  (+/- 180 meters Scaled)
 GC1680
 GC1680                          SUPERSEDED SURVEY CONTROL
 GC1680
 GC1680  NGVD 29 (??/??/??)  239.70   (m)          786.4    (f) RESET       3  
 GC1680
 GC1680.Superseded values are not recommended for survey control.
 GC1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1680.See file dsdata.txt to determine how the superseded data were derived.
 GC1680
 GC1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE378957(NAD 83)
 GC1680_MARKER: DZ = AZIMUTH MARK DISK
 GC1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1680_STAMPING: BROWN AZI 1961
 GC1680_MARK LOGO: TNHD  
 GC1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1680+STABILITY: SURFACE MOTION
 GC1680
 GC1680  HISTORY     - Date     Condition        Report By
 GC1680  HISTORY     - 1961     MONUMENTED       TNHD
 GC1680
 GC1680                          STATION DESCRIPTION
 GC1680
 GC1680'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1680'6 MI NE FROM WAVERLY.
 GC1680'FROM THE COURTHOUSE IN WAVERLY, GO NORTHEAST ON U.S. HIGHWAY 70
 GC1680'FOR 6 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 42 FEET SOUTH
 GC1680'OF U.S. HIGHWAY 70, 13 FEET SOUTH OF THE EDGE OF A HIGHWAY BANK,
 GC1680'3 FEET NORTH OF A FENCE, AND 2.5 FEET NORTH OF A WITNESS POST.
 GC1680'THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH
 GC1680'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2362 ***********************************************************************
 GC2362  DESIGNATION -  BROWNING
 GC2362  PID         -  GC2362
 GC2362  STATE/COUNTY-  TN/ROBERTSON
 GC2362  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC2362
 GC2362                         *CURRENT SURVEY CONTROL
 GC2362  ___________________________________________________________________
 GC2362* NAD 83(1995)-  36 28 13.21581(N)    086 57 40.99464(W)     ADJUSTED  
 GC2362* NAVD 88     -       218.40   (+/-2cm)     716.5    (feet)  VERTCON   
 GC2362  ___________________________________________________________________
 GC2362  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GC2362  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2362
 GC2362  HORZ ORDER  -  THIRD
 GC2362  VERT ORDER  -  THIRD ? (See Below)
 GC2362
 GC2362.The horizontal coordinates were established by classical geodetic methods
 GC2362.and adjusted by the National Geodetic Survey in April 1999..
 GC2362
 GC2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2362.The vertical order pertains to the NGVD 29 superseded value.
 GC2362
 GC2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2362
 GC2362.The geoid height was determined by GEOID03.
 GC2362
 GC2362;                    North         East     Units Scale Factor Converg.
 GC2362;SPC TN       -   237,527.642   513,835.932   MT  1.00000996   -0 33 46.2
 GC2362;SPC TN       -   779,288.61  1,685,810.05   sFT  1.00000996   -0 33 46.2
 GC2362;UTM  16      - 4,036,118.528   503,459.280   MT  0.99960015   +0 01 22.6
 GC2362
 GC2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2362!SPC TN       -   0.99997036  x   1.00000996  =   0.99998032
 GC2362!UTM  16      -   0.99997036  x   0.99960015  =   0.99957052
 GC2362
 GC2362|---------------------------------------------------------------------|
 GC2362| PID    Reference Object                     Distance      Geod. Az  |
 GC2362|                                                           dddmmss.s |
 GC2362| CG4905 BROWNING RM 1                        20.644 METERS 04747     |
 GC2362| GC2417 SPRINGFIELD ROBERTSON CO CTHSE      APPROX. 8.1 KM 0574441.5 |
 GC2362| GC2365 SPRINGFIELD RAD STA WDBL MAST       APPROX. 5.7 KM 0605228.6 |
 GC2362| GC2416 SPRINGFIELD N MUNICIPAL TANK        APPROX. 8.4 KM 0613729.9 |
 GC2362| GC2418 SPRINGFIELD S MUNICIPAL TANK        APPROX. 7.2 KM 0622534.1 |
 GC2362| CG4906 BROWNING RM 2                        31.324 METERS 12346     |
 GC2362| CG4904 BROWNING AZ MK                                     2252523.6 |
 GC2362| GC2414 DUNN 2                              APPROX. 9.0 KM 3515555.4 |
 GC2362|---------------------------------------------------------------------|
 GC2362
 GC2362                          SUPERSEDED SURVEY CONTROL
 GC2362
 GC2362  NAD 83(1995)-  36 28 13.21583(N)    086 57 40.99829(W) AD(       ) 3
 GC2362  NAD 83(1995)-  36 28 13.21883(N)    086 57 40.99921(W) AD(       ) 3
 GC2362  NAD 83(1986)-  36 28 13.22428(N)    086 57 40.99974(W) AD(       ) 3
 GC2362  NAD 27      -  36 28 13.05900(N)    086 57 41.00100(W) AD(       ) 3
 GC2362  NGVD 29 (07/19/86)  218.47   (m)          716.8    (f) LEVELING    3  
 GC2362
 GC2362.Superseded values are not recommended for survey control.
 GC2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2362.See file dsdata.txt to determine how the superseded data were derived.
 GC2362
 GC2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0345936119(NAD 83)
 GC2362_MARKER: DS = TRIANGULATION STATION DISK
 GC2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2362
 GC2362  HISTORY     - Date     Condition        Report By
 GC2362  HISTORY     - 1953     MONUMENTED       CGS
 GC2362
 GC2362                          STATION DESCRIPTION
 GC2362
 GC2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2362'STATION IS LOCATED 5 MILES SOUTHWEST OF SPRINGFIELD, 1 MILE SOUTHEAST
 GC2362'OF FLEWELLYN ON PROPERTY OWNED BY MRS. BROWNING.  IT IS 86 FEET
 GC2362'SOUTHWEST OF THE INTERSECTION OF A PAVED AND GRAVEL CROSSROAD, 29
 GC2362'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 26 FEET SOUTH OF
 GC2362'THE CENTER OF THE GRAVEL ROAD AND 10 FEET SOUTH OF A WHITE WITNESS
 GC2362'POST AND A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2362'BROWNING 1953.
 GC2362'
 GC2362'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE CENTER OF THE PAVED ROAD
 GC2362'AND 14 FEET SOUTH OF A FENCE CORNER. THE MARK IS FLUSH AND THE
 GC2362'DISK IS STAMPED BROWNING NO. 1 1953.
 GC2362'
 GC2362'REFERENCE MARK NO. 2 IS 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2362'THE BARN, 12 FEET NORTH OF A FENCE LINE AND 2 FEET EAST OF THE
 GC2362'NORTHEAST CORNER OF A CORN CRIB. THE MARK IS FLUSH AND THE DISK IS
 GC2362'STAMPED BROWNING NO. 2 1953.
 GC2362'
 GC2362'AZIMUTH MARK IS SET IN THE CENTER OF A SMALL TRIANGLE FORMED BY THE
 GC2362'INTERSECTION OF A GRAVEL FORK. IT IS 30 FEET NORTHWEST OF THE
 GC2362'CENTER OF A GRAVEL ROAD, 24 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD
 GC2362'AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 2
 GC2362'INCHES AND THE DISK IS STAMPED BROWNING 1953.
 GC2362'
 GC2362'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 GC2362'STATE HIGHWAY 49, AT THE NORTHEAST CORNER OF THE COURTHOUSE
 GC2362'SQUARE IN SPRINGFIELD, GO SOUTHWEST ON HIGHWAY 49 FOR 5.2 MILES TO A
 GC2362'PAVED CROSSROAD, TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.9
 GC2362'MILE TO A GRAVEL CROSSROAD AND THE STATION AS DESCRIBED. TURN LEFT ON
 GC2362'GRAVEL ROAD AND GO WEST ON GRAVEL ROAD FOR 0.15 MILE TO THE
 GC2362'AZIMUTH MARK AS DESCRIBED.
 GC2362'
 GC2362'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0875 ***********************************************************************
 FE0875  DESIGNATION -  BROWNSVILLE
 FE0875  PID         -  FE0875
 FE0875  STATE/COUNTY-  TN/HAYWOOD
 FE0875  USGS QUAD   -  BROWNSVILLE (1983)
 FE0875
 FE0875                         *CURRENT SURVEY CONTROL
 FE0875  ___________________________________________________________________
 FE0875* NAD 83(1995)-  35 35 38.33184(N)    089 15 44.84299(W)     ADJUSTED  
 FE0875* NAVD 88     -       118.838  (meters)     389.89   (feet)  ADJUSTED  
 FE0875  ___________________________________________________________________
 FE0875  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FE0875  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE0875  DYNAMIC HT  -         118.733 (meters)     389.54  (feet)  COMP
 FE0875  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FE0875
 FE0875  HORZ ORDER  -  THIRD
 FE0875  VERT ORDER  -  SECOND    CLASS 0
 FE0875
 FE0875.The horizontal coordinates were established by classical geodetic methods
 FE0875.and adjusted by the National Geodetic Survey in April 1999..
 FE0875
 FE0875.The orthometric height was determined by differential leveling
 FE0875.and adjusted by the National Geodetic Survey in June 1991..
 FE0875
 FE0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0875
 FE0875.The geoid height was determined by GEOID03.
 FE0875
 FE0875.The dynamic height is computed by dividing the NAVD 88
 FE0875.geopotential number by the normal gravity value computed on the
 FE0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0875.degrees latitude (g = 980.6199 gals.).
 FE0875
 FE0875.The modeled gravity was interpolated from observed gravity values.
 FE0875
 FE0875;                    North         East     Units Scale Factor Converg.
 FE0875;SPC TN       -   144,794.949   304,411.923   MT  0.99995713   -1 54 35.9
 FE0875;SPC TN       -   475,048.10    998,724.78   sFT  0.99995713   -1 54 35.9
 FE0875;UTM  16      - 3,941,272.652   295,032.773   MT  1.00011773   -1 19 02.3
 FE0875
 FE0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0875!SPC TN       -   0.99998572  x   0.99995713  =   0.99994285
 FE0875!UTM  16      -   0.99998572  x   1.00011773  =   1.00010345
 FE0875
 FE0875|---------------------------------------------------------------------|
 FE0875| PID    Reference Object                     Distance      Geod. Az  |
 FE0875|                                                           dddmmss.s |
 FE0875| FE2435 BROWNSVILLE FIRST METH CHURCH       176.918 METERS 05203     |
 FE0875| FE2436 BROWNSVILLE MUN TANK                317.960 METERS 06913     |
 FE0875| FE2424 ATT RAD STA KIN 97 MAST             APPROX. 7.6 KM 0890905.0 |
 FE0875| FE2442 BROWNSVILLE 1                         6.148 METERS 10204     |
 FE0875| FE2434 BROWNSVILLE FED COMP WHSE TANK      APPROX. 0.7 KM 1445002.8 |
 FE0875| FE2432 BROWNSVILLE                          23.623 METERS 14801     |
 FE0875| FE0823 SUNNY                               APPROX. 6.9 KM 1601748.8 |
 FE0875| FE2437 BROWNSVILLE RAD STA KID 59 MST      APPROX. 3.7 KM 2321521.2 |
 FE0875| CG3302 BROWNSVILLE AZ MK                                  2651825.1 |
 FE0875| CG3303 BROWNSVILLE RM 1                     11.915 METERS 29306     |
 FE0875|---------------------------------------------------------------------|
 FE0875
 FE0875                          SUPERSEDED SURVEY CONTROL
 FE0875
 FE0875  NAD 83(1995)-  35 35 38.33750(N)    089 15 44.84486(W) AD(       ) 3
 FE0875  NAD 83(1986)-  35 35 38.34336(N)    089 15 44.84362(W) AD(       ) 3
 FE0875  NAD 27      -  35 35 38.06180(N)    089 15 44.59850(W) AD(       ) 3
 FE0875  NGVD 29 (??/??/??)  118.844  (m)          389.91   (f) ADJUSTED    2 0
 FE0875
 FE0875.Superseded values are not recommended for survey control.
 FE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0875.See file dsdata.txt to determine how the superseded data were derived.
 FE0875
 FE0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9503341273(NAD 83)
 FE0875_MARKER: DB = BENCH MARK DISK
 FE0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0875_STAMPING: BROWNSVILLE 1958
 FE0875_MARK LOGO: CGS   
 FE0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0875+STABILITY: SURFACE MOTION
 FE0875
 FE0875  HISTORY     - Date     Condition        Report By
 FE0875  HISTORY     - 1958     MONUMENTED       CGS
 FE0875  HISTORY     - 1958     GOOD             CGS
 FE0875  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0875
 FE0875                          STATION DESCRIPTION
 FE0875
 FE0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE0875'THE STATION IS IN THE LAWN OF THE HAYWOOD COUNTY COURTHOUSE, IN THE
 FE0875'CITY OF BROWNSVILLE. IT IS 33 FEET SOUTH OF THE SOUTH CURB OF
 FE0875'NORTH COURT STREET, 23 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FE0875'COURTHOUSE BUILDING, 63 FEET WEST OF THE WEST CURB OF WASHINGTON
 FE0875'STREET, 77 FEET NORTHWEST OF A CONFEDERATE MONUMENT AND 28 FEET EAST
 FE0875'OF THE EAST EDGE OF A SIDEWALK LEADING TO THE COURTHOUSE ON THE
 FE0875'NORTH SIDE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BROWNSVILLE
 FE0875'1958.
 FE0875'
 FE0875'TO REACH THE AZIMUTH MARK FROM THE WEST SIDE OF THE HAYWOOD COUNTY
 FE0875'COURTHOUSE, GO WEST ON WEST MAIN STREET FOR 0.15 MILE TO THE
 FE0875'MARK ON THE LEFT.
 FE0875'
 FE0875'REFERENCE MARK 1 IS SET AT THE TOP OF THE SIDEWALK STEPS, ON THE WEST
 FE0875'SIDE OF THE SIDEWALK LEADING TO THE COURTHOUSE ENTRANCE ON THE
 FE0875'NORTH SIDE. IT IS 59 FEET SOUTH OF THE CENTERLINE OF NORTH COURT
 FE0875'STREET, 36 FEET NORTH OF THE NORTH SIDE OF THE COURTHOUSE BUILDING,
 FE0875'19 FEET SOUTH OF THE SOUTH CURB OF NORTH COURT STREET AND 92 FEET
 FE0875'EAST OF THE EAST CURB OF LAFAYETTE STREET. THE DISK IS SET FLUSH IN
 FE0875'A DRILL HOLE IN THE TOP OF THE WEST STEP FACING THAT PROJECTS 5
 FE0875'INCHES ABOVE THE GROUND SURFACE, THE DISK IS STAMPED BROWNSVILLE NO
 FE0875'1 1958.
 FE0875'
 FE0875'BENCH MARK BROWNSVILLE IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FE0875'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST THAT IS 10
 FE0875'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE SIDEWALK. IT IS 53
 FE0875'FEET EAST OF THE EAST SIDE OF THE COURTHOUSE BUILDING, 20 FEET
 FE0875'WEST OF THE WEST CURB OF WASHINGTON STREET AND 1 FOOT EAST OF THE
 FE0875'EAST SIDE OF THE BASE OF THE CONFEDERATE MONUMENT. THE DISK IS
 FE0875'STAMPED BROWNSVILLE 1934.
 FE0875'
 FE0875'BROWNSVILLE (USE) IS A STANDARD U.S. ENGINEER DEPARTMENT DISK SET IN
 FE0875'THE TOP OF A CONCRETE POST THAT IS 7 INCHES IN DIAMETER AND
 FE0875'PROJECTS 1 INCH ABOVE THE GROUND SURFACE. IT IS 38 FEET SOUTH OF THE
 FE0875'SOUTH CURB OF NORTH COURT STREET, 43 FEET WEST OF THE WEST CURB OF
 FE0875'WASHINGTON STREET AND 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FE0875'THE COURTHOUSE BUILDING. THE DISK IS STAMPED BROWNSVILLE B M
 FE0875'NO 1 1933.
 FE0875'
 FE0875'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTERLINE OF WEST MAIN
 FE0875'STREET, 12 FEET SOUTHEAST OF A POWER LINE POLE WITH TWO TRANSFORMERS,
 FE0875'32 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 36 FEET
 FE0875'NORTHWEST OF THE NORTHWEST CORNER OF A SERVICE STATION BUILDING AND
 FE0875'12 FEET SOUTH OF THE SOUTH CURB OF WEST MAIN STREET. THE MONUMENT IS
 FE0875'FLUSH AND THE DISK IS STAMPED BROWNSVILLE 1958.
 FE0875'
 FE0875'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE0875
 FE0875                          STATION RECOVERY (1958)
 FE0875
 FE0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE0875'AT BROWNSVILLE.
 FE0875'AT BROWNSVILLE, HAYWOOD COUNTY, AT THE COUNTY COURTHOUSE AT
 FE0875'THE CENTER OF A WALK TO THE EAST ENTRANCE, 20 FEET WEST OF A
 FE0875'FLAGPOLE, 8 FEET EAST OF THE EAST SIDE OF THE CONFEDERATE
 FE0875'MONUMENT, AND BEHIND THE CANNON.  A STANDARD DISK, STAMPED
 FE0875'BROWNSVILLE 1935 AND SET IN THE TOP OF A CIRCULAR CONCRETE POST.
 FE0875
 FE0875                          STATION RECOVERY (2002)
 FE0875
 FE0875'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0875'FOUND BROWNSVILLE RM 1 GOOD CONDITION.
 FE0875'FOUND BROWNSVILLE ,,USE,, GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2432 ***********************************************************************
 FE2432  DESIGNATION -  BROWNSVILLE
 FE2432  PID         -  FE2432
 FE2432  STATE/COUNTY-  TN/HAYWOOD
 FE2432  USGS QUAD   -  BROWNSVILLE (1983)
 FE2432
 FE2432                         *CURRENT SURVEY CONTROL
 FE2432  ___________________________________________________________________
 FE2432* NAD 83(1995)-  35 35 37.68166(N)    089 15 44.34602(W)     ADJUSTED  
 FE2432* NAVD 88     -       118.83   (+/-2cm)     389.9    (feet)  VERTCON   
 FE2432  ___________________________________________________________________
 FE2432  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FE2432  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2432
 FE2432  HORZ ORDER  -  SECOND
 FE2432  VERT ORDER  -  THIRD ? (See Below)
 FE2432
 FE2432.The horizontal coordinates were established by classical geodetic methods
 FE2432.and adjusted by the National Geodetic Survey in April 1999..
 FE2432
 FE2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2432.The vertical order pertains to the NGVD 29 superseded value.
 FE2432
 FE2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2432
 FE2432.The geoid height was determined by GEOID03.
 FE2432
 FE2432;                    North         East     Units Scale Factor Converg.
 FE2432;SPC TN       -   144,774.506   304,423.758   MT  0.99995715   -1 54 35.6
 FE2432;SPC TN       -   474,981.03    998,763.61   sFT  0.99995715   -1 54 35.6
 FE2432;UTM  16      - 3,941,252.329   295,044.821   MT  1.00011767   -1 19 01.9
 FE2432
 FE2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2432!SPC TN       -   0.99998572  x   0.99995715  =   0.99994287
 FE2432!UTM  16      -   0.99998572  x   1.00011767  =   1.00010339
 FE2432
 FE2432                          SUPERSEDED SURVEY CONTROL
 FE2432
 FE2432  NAD 83(1995)-  35 35 37.68731(N)    089 15 44.34789(W) AD(       ) 2
 FE2432  NAD 83(1986)-  35 35 37.69318(N)    089 15 44.34665(W) AD(       ) 2
 FE2432  NAD 27      -  35 35 37.41160(N)    089 15 44.10160(W) AD(       ) 2
 FE2432  NGVD 29 (07/19/86)  118.84   (m)          389.9    (f) LEVELING    3  
 FE2432
 FE2432.Superseded values are not recommended for survey control.
 FE2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2432.See file dsdata.txt to determine how the superseded data were derived.
 FE2432
 FE2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9504541252(NAD 83)
 FE2432_MARKER: DB = BENCH MARK DISK
 FE2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2432_STAMPING: BROWNSVILLE 1934
 FE2432_MARK LOGO: CGS   
 FE2432
 FE2432  HISTORY     - Date     Condition        Report By
 FE2432  HISTORY     - 1934     MONUMENTED       CGS
 FE2432
 FE2432                          STATION DESCRIPTION
 FE2432
 FE2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2432'THE STATION IS IN THE LAWN OF THE HAYWOOD COUNTY COURTHOUSE, IN THE
 FE2432'CITY OF BROWNSVILLE.
 FE2432'
 FE2432'BENCH MARK BROWNSVILLE IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FE2432'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST THAT IS 10
 FE2432'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE SIDEWALK. IT IS 53
 FE2432'FEET EAST OF THE EAST SIDE OF THE COURTHOUSE BUILDING, 20 FEET
 FE2432'WEST OF THE WEST CURB OF WASHINGTON STREET AND 1 FOOT EAST OF THE
 FE2432'EAST SIDE OF THE BASE OF THE CONFEDERATE MONUMENT. THE DISK IS
 FE2432'STAMPED BROWNSVILLE 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2442 ***********************************************************************
 FE2442  DESIGNATION -  BROWNSVILLE 1
 FE2442  PID         -  FE2442
 FE2442  STATE/COUNTY-  TN/HAYWOOD
 FE2442  USGS QUAD   -  BROWNSVILLE (1983)
 FE2442
 FE2442                         *CURRENT SURVEY CONTROL
 FE2442  ___________________________________________________________________
 FE2442* NAD 83(1995)-  35 35 38.29014(N)    089 15 44.60416(W)     ADJUSTED  
 FE2442* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 FE2442  ___________________________________________________________________
 FE2442  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FE2442  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2442
 FE2442  HORZ ORDER  -  SECOND
 FE2442
 FE2442.The horizontal coordinates were established by classical geodetic methods
 FE2442.and adjusted by the National Geodetic Survey in April 1999..
 FE2442
 FE2442.The orthometric height was scaled from a topographic map.
 FE2442
 FE2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2442
 FE2442.The geoid height was determined by GEOID03.
 FE2442
 FE2442;                    North         East     Units Scale Factor Converg.
 FE2442;SPC TN       -   144,793.464   304,417.889   MT  0.99995713   -1 54 35.8
 FE2442;SPC TN       -   475,043.22    998,744.36   sFT  0.99995713   -1 54 35.8
 FE2442;UTM  16      - 3,941,271.229   295,038.755   MT  1.00011770   -1 19 02.1
 FE2442
 FE2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2442!SPC TN       -   0.99998570  x   0.99995713  =   0.99994283
 FE2442!UTM  16      -   0.99998570  x   1.00011770  =   1.00010340
 FE2442
 FE2442                          SUPERSEDED SURVEY CONTROL
 FE2442
 FE2442  NAD 83(1995)-  35 35 38.29579(N)    089 15 44.60603(W) AD(       ) 2
 FE2442  NAD 83(1986)-  35 35 38.30166(N)    089 15 44.60479(W) AD(       ) 2
 FE2442  NAD 27      -  35 35 38.02010(N)    089 15 44.35970(W) AD(       ) 2
 FE2442
 FE2442.Superseded values are not recommended for survey control.
 FE2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2442.See file dsdata.txt to determine how the superseded data were derived.
 FE2442
 FE2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9503941271(NAD 83)
 FE2442_MARKER: DD = SURVEY DISK
 FE2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2442_STAMPING: BROWNSVILLE B M NO 1 1933
 FE2442_MARK LOGO: DOD   
 FE2442
 FE2442  HISTORY     - Date     Condition        Report By
 FE2442  HISTORY     - 1933     MONUMENTED       USE
 FE2442
 FE2442                          STATION DESCRIPTION
 FE2442
 FE2442'DESCRIBED BY US ENGINEERS 1933
 FE2442'THE STATION IS IN THE LAWN OF THE HAYWOOD COUNTY COURTHOUSE, IN THE
 FE2442'CITY OF BROWNSVILLE.
 FE2442'
 FE2442'BROWNSVILLE (USE) IS A STANDARD U.S. ENGINEER DEPARTMENT DISK SET IN
 FE2442'THE TOP OF A CONCRETE POST THAT IS 7 INCHES IN DIAMETER AND
 FE2442'PROJECTS 1 INCH ABOVE THE GROUND SURFACE. IT IS 38 FEET SOUTH OF THE
 FE2442'SOUTH CURB OF NORTH COURT STREET, 43 FEET WEST OF THE WEST CURB OF
 FE2442'WASHINGTON STREET AND 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FE2442'THE COURTHOUSE BUILDING. THE DISK IS STAMPED BROWNSVILLE B M
 FE2442'NO 1 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0874 ***********************************************************************
 FE0874  DESIGNATION -  BROWNSVILLE 2
 FE0874  PID         -  FE0874
 FE0874  STATE/COUNTY-  TN/HAYWOOD
 FE0874  USGS QUAD   -  BROWNSVILLE (1983)
 FE0874
 FE0874                         *CURRENT SURVEY CONTROL
 FE0874  ___________________________________________________________________
 FE0874* NAD 83(1986)-  35 35 26.     (N)    089 15 43.     (W)     SCALED    
 FE0874* NAVD 88     -       105.446  (meters)     345.95   (feet)  ADJUSTED  
 FE0874  ___________________________________________________________________
 FE0874  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE0874  DYNAMIC HT  -         105.353 (meters)     345.65  (feet)  COMP
 FE0874  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0874
 FE0874  VERT ORDER  -  SECOND    CLASS 0
 FE0874
 FE0874.The horizontal coordinates were scaled from a topographic map and have
 FE0874.an estimated accuracy of +/- 6 seconds.
 FE0874
 FE0874.The orthometric height was determined by differential leveling
 FE0874.and adjusted by the National Geodetic Survey in June 1991..
 FE0874
 FE0874.The geoid height was determined by GEOID03.
 FE0874
 FE0874.The dynamic height is computed by dividing the NAVD 88
 FE0874.geopotential number by the normal gravity value computed on the
 FE0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0874.degrees latitude (g = 980.6199 gals.).
 FE0874
 FE0874.The modeled gravity was interpolated from observed gravity values.
 FE0874
 FE0874;                    North         East    Units  Estimated Accuracy
 FE0874;SPC TN       -   144,410.      304,450.      MT  (+/- 180 meters Scaled)
 FE0874
 FE0874                          SUPERSEDED SURVEY CONTROL
 FE0874
 FE0874  NGVD 29 (??/??/??)  105.453  (m)          345.97   (f) ADJUSTED    2 0
 FE0874
 FE0874.Superseded values are not recommended for survey control.
 FE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0874.See file dsdata.txt to determine how the superseded data were derived.
 FE0874
 FE0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE950408(NAD 83)
 FE0874_MARKER: DD = SURVEY DISK
 FE0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0874_STAMPING: BROWNSVILLE 2 1933
 FE0874_MARK LOGO: DOD   
 FE0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0874+STABILITY: SURFACE MOTION
 FE0874
 FE0874  HISTORY     - Date     Condition        Report By
 FE0874  HISTORY     - 1933     MONUMENTED       DOD
 FE0874  HISTORY     - 1935     GOOD             CGS
 FE0874  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0874
 FE0874                          STATION DESCRIPTION
 FE0874
 FE0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0874'AT BROWNSVILLE.
 FE0874'AT BROWNSVILLE, HAYWOOD COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE0874'RAILROAD, 5 RAILS WEST OF THE FREIGHT STATION, AND 5 FEET SOUTH
 FE0874'AND 14 FEET EAST OF THE SOUTHWEST CORNER OF THE CONCRETE
 FE0874'PLATFORM.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 FE0874'STAMPED BROWNSVILLE 2 1933 AND SET IN THE TOP OF A CONCRETE
 FE0874'POST.
 FE0874
 FE0874                          STATION RECOVERY (2002)
 FE0874
 FE0874'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0874'SUSPECTED DESTOYRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2434 ***********************************************************************
 FE2434  DESIGNATION -  BROWNSVILLE FED COMP WHSE TANK
 FE2434  PID         -  FE2434
 FE2434  STATE/COUNTY-  TN/HAYWOOD
 FE2434  USGS QUAD   -  BROWNSVILLE (1983)
 FE2434
 FE2434                         *CURRENT SURVEY CONTROL
 FE2434  ___________________________________________________________________
 FE2434* NAD 83(1995)-  35 35 18.68530(N)    089 15 27.89801(W)     ADJUSTED  
 FE2434* NAVD 88     -                                                        
 FE2434  ___________________________________________________________________
 FE2434  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FE2434  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2434
 FE2434  HORZ ORDER  -  THIRD
 FE2434
 FE2434.The horizontal coordinates were established by classical geodetic methods
 FE2434.and adjusted by the National Geodetic Survey in April 1999..
 FE2434
 FE2434
 FE2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2434
 FE2434.The geoid height was determined by GEOID03.
 FE2434
 FE2434;                    North         East     Units Scale Factor Converg.
 FE2434;SPC TN       -   144,175.601   304,818.077   MT  0.99995753   -1 54 26.0
 FE2434;SPC TN       -   473,016.12  1,000,057.31   sFT  0.99995753   -1 54 26.0
 FE2434;UTM  16      - 3,940,657.441   295,445.379   MT  1.00011565   -1 18 51.8
 FE2434
 FE2434                          SUPERSEDED SURVEY CONTROL
 FE2434
 FE2434  NAD 83(1995)-  35 35 18.69094(N)    089 15 27.89988(W) AD(       ) 4
 FE2434  NAD 83(1986)-  35 35 18.69684(N)    089 15 27.89859(W) AD(       ) 4
 FE2434  NAD 27      -  35 35 18.41500(N)    089 15 27.65300(W) AD(       ) 3
 FE2434
 FE2434.Superseded values are not recommended for survey control.
 FE2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2434.See file dsdata.txt to determine how the superseded data were derived.
 FE2434
 FE2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9544540657(NAD 83)
 FE2434_MARKER: 53 = ELEVATED TANK
 FE2434
 FE2434  HISTORY     - Date     Condition        Report By
 FE2434  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2434
 FE2434                          STATION DESCRIPTION
 FE2434
 FE2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2434'THE STATION IS THE BALL ATOP THE FEDERAL COMPRESS AND WAREHOUSE CO.,
 FE2434'WATER TANK IN THE SOUTHERN SECTION OF THE TOWN OF BROWNSVILLE.  THE
 FE2434'TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE, WITH AN OVERALL
 FE2434'HEIGHT OF 125 FEET.  THE TANK AND SUPPORTING STRUCTURE ARE
 FE2434'PAINTED SILVER.  THE TANK HAS THE WORDS FEDERAL COMPRESS IN LARGE
 FE2434'BLACK LETTERS PAINTED ON THE NORTH AND WEST SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2435 ***********************************************************************
 FE2435  DESIGNATION -  BROWNSVILLE FIRST METH CHURCH
 FE2435  PID         -  FE2435
 FE2435  STATE/COUNTY-  TN/HAYWOOD
 FE2435  USGS QUAD   -  BROWNSVILLE (1983)
 FE2435
 FE2435                         *CURRENT SURVEY CONTROL
 FE2435  ___________________________________________________________________
 FE2435* NAD 83(1995)-  35 35 41.86158(N)    089 15 39.30059(W)     ADJUSTED  
 FE2435* NAVD 88     -                                                        
 FE2435  ___________________________________________________________________
 FE2435  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FE2435  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2435
 FE2435  HORZ ORDER  -  THIRD
 FE2435
 FE2435.The horizontal coordinates were established by classical geodetic methods
 FE2435.and adjusted by the National Geodetic Survey in April 1999..
 FE2435
 FE2435
 FE2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2435
 FE2435.The geoid height was determined by GEOID03.
 FE2435
 FE2435;                    North         East     Units Scale Factor Converg.
 FE2435;SPC TN       -   144,899.021   304,554.984   MT  0.99995706   -1 54 32.7
 FE2435;SPC TN       -   475,389.54    999,194.14   sFT  0.99995706   -1 54 32.7
 FE2435;UTM  16      - 3,941,378.215   295,174.772   MT  1.00011702   -1 18 59.1
 FE2435
 FE2435                          SUPERSEDED SURVEY CONTROL
 FE2435
 FE2435  NAD 83(1995)-  35 35 41.86720(N)    089 15 39.30245(W) AD(       ) 4
 FE2435  NAD 83(1986)-  35 35 41.87312(N)    089 15 39.30117(W) AD(       ) 4
 FE2435  NAD 27      -  35 35 41.59300(N)    089 15 39.05500(W) AD(       ) 3
 FE2435
 FE2435.Superseded values are not recommended for survey control.
 FE2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2435.See file dsdata.txt to determine how the superseded data were derived.
 FE2435
 FE2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9517541378(NAD 83)
 FE2435_MARKER: 90 = CHURCH SPIRE
 FE2435
 FE2435  HISTORY     - Date     Condition        Report By
 FE2435  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2435
 FE2435                          STATION DESCRIPTION
 FE2435
 FE2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2435'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE ON TOP OF THE FIRST
 FE2435'METHODIST CHURCH IN THE EASTERN PART OF THE TOWN OF BROWNSVILLE.
 FE2435'THE SPIRE IS ON THE SOUTHWESTERN CORNER OF THE CHURCH BUILDING.  THE
 FE2435'ROOF OF THE SPIRE IS GREEN WITH THE LAST 3 FEET PAINTED WHITE.
 FE2435'THE OVERALL HEIGHT OF THE BUILDING AND SPIRE IS ABOUT 75 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2436 ***********************************************************************
 FE2436  DESIGNATION -  BROWNSVILLE MUN TANK
 FE2436  PID         -  FE2436
 FE2436  STATE/COUNTY-  TN/HAYWOOD
 FE2436  USGS QUAD   -  BROWNSVILLE (1983)
 FE2436
 FE2436                         *CURRENT SURVEY CONTROL
 FE2436  ___________________________________________________________________
 FE2436* NAD 83(1995)-  35 35 41.99350(N)    089 15 33.03435(W)     ADJUSTED  
 FE2436* NAVD 88     -                                                        
 FE2436  ___________________________________________________________________
 FE2436  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FE2436  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2436
 FE2436  HORZ ORDER  -  THIRD
 FE2436
 FE2436.The horizontal coordinates were established by classical geodetic methods
 FE2436.and adjusted by the National Geodetic Survey in April 1999..
 FE2436
 FE2436
 FE2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2436
 FE2436.The geoid height was determined by GEOID03.
 FE2436
 FE2436;                    North         East     Units Scale Factor Converg.
 FE2436;SPC TN       -   144,897.831   304,712.764   MT  0.99995706   -1 54 29.0
 FE2436;SPC TN       -   475,385.63    999,711.79   sFT  0.99995706   -1 54 29.0
 FE2436;UTM  16      - 3,941,378.658   295,332.582   MT  1.00011622   -1 18 55.5
 FE2436
 FE2436                          SUPERSEDED SURVEY CONTROL
 FE2436
 FE2436  NAD 83(1995)-  35 35 41.99912(N)    089 15 33.03630(W) AD(       ) 4
 FE2436  NAD 83(1986)-  35 35 42.00504(N)    089 15 33.03496(W) AD(       ) 4
 FE2436  NAD 27      -  35 35 41.72400(N)    089 15 32.79000(W) AD(       ) 3
 FE2436
 FE2436.Superseded values are not recommended for survey control.
 FE2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2436.See file dsdata.txt to determine how the superseded data were derived.
 FE2436
 FE2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9533341379(NAD 83)
 FE2436_MARKER: 53 = ELEVATED TANK
 FE2436
 FE2436  HISTORY     - Date     Condition        Report By
 FE2436  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2436
 FE2436                          STATION DESCRIPTION
 FE2436
 FE2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2436'THE STATION IS THE BALL ATOP THE BROWNSVILLE MUNICIPAL WATER TANK IN
 FE2436'THE EASTERN PART OF THE TOWN OF BROWNSVILLE.  THE TANK IS SUPPORTED
 FE2436'BY A FOUR-LEGGED STEEL STRUCTURE, WITH AN OVERALL HEIGHT OF 165 FEET.
 FE2436'THE TANK AND SUPPORTING STRUCTURE ARE PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2437 ***********************************************************************
 FE2437  DESIGNATION -  BROWNSVILLE RAD STA KID 59 MST
 FE2437  PID         -  FE2437
 FE2437  STATE/COUNTY-  TN/HAYWOOD
 FE2437  USGS QUAD   -  BROWNSVILLE (1983)
 FE2437
 FE2437                         *CURRENT SURVEY CONTROL
 FE2437  ___________________________________________________________________
 FE2437* NAD 83(1995)-  35 34 24.72023(N)    089 17 41.20942(W)     ADJUSTED  
 FE2437* NAVD 88     -                                                        
 FE2437  ___________________________________________________________________
 FE2437  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 FE2437  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2437
 FE2437  HORZ ORDER  -  THIRD
 FE2437
 FE2437.The horizontal coordinates were established by classical geodetic methods
 FE2437.and adjusted by the National Geodetic Survey in April 1999..
 FE2437
 FE2437
 FE2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2437
 FE2437.The geoid height was determined by GEOID03.
 FE2437
 FE2437;                    North         East     Units Scale Factor Converg.
 FE2437;SPC TN       -   142,625.745   301,408.016   MT  0.99995868   -1 55 44.0
 FE2437;SPC TN       -   467,931.30    988,869.47   sFT  0.99995868   -1 55 44.0
 FE2437;UTM  16      - 3,939,072.104   292,050.980   MT  1.00013291   -1 20 07.7
 FE2437
 FE2437                          SUPERSEDED SURVEY CONTROL
 FE2437
 FE2437  NAD 83(1995)-  35 34 24.72595(N)    089 17 41.21121(W) AD(       ) 4
 FE2437  NAD 83(1986)-  35 34 24.73178(N)    089 17 41.20990(W) AD(       ) 4
 FE2437  NAD 27      -  35 34 24.44700(N)    089 17 40.96200(W) AD(       ) 3
 FE2437
 FE2437.Superseded values are not recommended for survey control.
 FE2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2437.See file dsdata.txt to determine how the superseded data were derived.
 FE2437
 FE2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9205139072(NAD 83)
 FE2437_MARKER: 42 = RADIO/TV MAST
 FE2437
 FE2437  HISTORY     - Date     Condition        Report By
 FE2437  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2437  HISTORY     - 1958     GOOD             CGS
 FE2437
 FE2437                          STATION DESCRIPTION
 FE2437
 FE2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2437'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE TRUNKLINE GAS
 FE2437'COMPANY LOCATED ON THE NORTHWEST SIDE OF U.S.  HIGHWAY NOS. 70
 FE2437'AND 79, 1.9 MILES SOUTHWEST OF BROWNSVILLE.  THE MAST IS A UNIFORM
 FE2437'CROSS-SECTION STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF ORANGE
 FE2437'AND WHITE.  THE MAST IS 169 FEET HIGH AND HAS TWO LARGE ROUND
 FE2437'REFLECTORS AT THE TOP.
 FE2437
 FE2437                          STATION RECOVERY (1958)
 FE2437
 FE2437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2437'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION WHICH
 FE2437'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1477 ***********************************************************************
 GD1477  DESIGNATION -  BRUCETON MUNICIPAL TANK
 GD1477  PID         -  GD1477
 GD1477  STATE/COUNTY-  TN/CARROLL
 GD1477  USGS QUAD   -  BRUCETON (1987)
 GD1477
 GD1477                         *CURRENT SURVEY CONTROL
 GD1477  ___________________________________________________________________
 GD1477* NAD 83(1995)-  36 02 02.53703(N)    088 14 40.62100(W)     ADJUSTED  
 GD1477* NAVD 88     -                                                        
 GD1477  ___________________________________________________________________
 GD1477  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 GD1477  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1477
 GD1477  HORZ ORDER  -  THIRD
 GD1477
 GD1477.The horizontal coordinates were established by classical geodetic methods
 GD1477.and adjusted by the National Geodetic Survey in April 1999..
 GD1477
 GD1477
 GD1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1477
 GD1477.The geoid height was determined by GEOID03.
 GD1477
 GD1477;                    North         East     Units Scale Factor Converg.
 GD1477;SPC TN       -   191,011.746   397,731.008   MT  0.99995447   -1 18 50.7
 GD1477;SPC TN       -   626,677.70  1,304,889.15   sFT  0.99995447   -1 18 50.7
 GD1477;UTM  16      - 3,988,440.279   387,871.118   MT  0.99975492   -0 43 56.1
 GD1477
 GD1477                          SUPERSEDED SURVEY CONTROL
 GD1477
 GD1477  NAD 83(1995)-  36 02 02.53926(N)    088 14 40.62785(W) AD(       ) 4
 GD1477  NAD 83(1995)-  36 02 02.53888(N)    088 14 40.62771(W) AD(       ) 4
 GD1477  NAD 83(1986)-  36 02 02.54679(N)    088 14 40.62124(W) AD(       ) 4
 GD1477  NAD 27      -  36 02 02.32700(N)    088 14 40.45400(W) AD(       ) 3
 GD1477
 GD1477.Superseded values are not recommended for survey control.
 GD1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1477.See file dsdata.txt to determine how the superseded data were derived.
 GD1477
 GD1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8787188440(NAD 83)
 GD1477_MARKER: 51 = TANK
 GD1477
 GD1477  HISTORY     - Date     Condition        Report By
 GD1477  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1477  HISTORY     - 1968     GOOD             CGS
 GD1477  HISTORY     - 1971     GOOD             LOCENG
 GD1477
 GD1477                          STATION DESCRIPTION
 GD1477
 GD1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1477'THIS STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS THE
 GD1477'TANK INTERSECTED IN 1934, AS IT IS THE OLDEST AND ONLY TANK THAT
 GD1477'WAS IN EXISTENCE IN BRUCETON AT THAT DATE AND HAS BEEN IN CONSTANT
 GD1477'USE.  HOWEVER, THE TANK HAS LONG SINCE BEEN PAINTED SILVER, THE
 GD1477'EXACT DATE OF THE CHANGE IN COLOR COULD NOT BE DETERMINED.  NO
 GD1477'DESCRIPTION OF THE STATION WAS WRITTEN AT THE TIME IT WAS
 GD1477'INTERSECTED.
 GD1477'
 GD1477'THE STATION IS IN AN AREA BOUNDED BY COLLEGE STREET ON THE NORTH,
 GD1477'HIGHLAND STREET ON THE EAST, CLOVER STREET ON THE SOUTH, AND
 GD1477'LEXINGTON STREET ON THE WEST, AND IS ON CITY OWNED PROPERTY.  IT IS
 GD1477'224 FEET NORTHWEST OF THE CENTER OF A MANHOLE COVER AT THE
 GD1477'INTERSECTION OF CLOVER AND HIGHLAND STREETS, 115 FEET WEST OF THE
 GD1477'APPROXIMATE CENTER OF HIGHLAND STREET, AND 113 FEET NORTH OF THE
 GD1477'NORTHEAST CORNER OF A CONCRETE BLOCK PUMPING STATION.
 GD1477'
 GD1477'IT IS A FOUR-LEGGED, STEEL TRUSS STRUCTURE SUPPORTING THE TANK
 GD1477'PROPER, HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX, AND AN
 GD1477'OVERALL HEIGHT OF 155 FEET.  THE POINT INTERSECTED WAS THE BALL
 GD1477'FINIAL AT THE APEX OF THE ROOF.
 GD1477'
 GD1477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHEAST
 GD1477'SECTION OF BRUCETON.
 GD1477
 GD1477                          STATION RECOVERY (1971)
 GD1477
 GD1477'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1477'BRUCETON WATER TANK RECOVERED IN GOOD CONDITION.
 GD1477'
 GD1477'DISTANCE AND DIRECTION FROM NEAREST TOWN IN TOWN OF BRUCETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1257 ***********************************************************************
 FE1257  DESIGNATION -  BRUNSWICK AZ MK
 FE1257  PID         -  FE1257
 FE1257  STATE/COUNTY-  TN/SHELBY
 FE1257  USGS QUAD   -  ELLENDALE (1993)
 FE1257
 FE1257                         *CURRENT SURVEY CONTROL
 FE1257  ___________________________________________________________________
 FE1257* NAD 83(1986)-  35 12 39.     (N)    089 46 10.     (W)     SCALED    
 FE1257* NAVD 88     -       121.502  (meters)     398.63   (feet)  ADJUSTED  
 FE1257  ___________________________________________________________________
 FE1257  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1257  DYNAMIC HT  -         121.393 (meters)     398.27  (feet)  COMP
 FE1257  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 FE1257
 FE1257  VERT ORDER  -  SECOND    CLASS 0
 FE1257
 FE1257.The horizontal coordinates were scaled from a topographic map and have
 FE1257.an estimated accuracy of +/- 6 seconds.
 FE1257
 FE1257.The orthometric height was determined by differential leveling
 FE1257.and adjusted by the National Geodetic Survey in June 1991..
 FE1257
 FE1257.The geoid height was determined by GEOID03.
 FE1257
 FE1257.The dynamic height is computed by dividing the NAVD 88
 FE1257.geopotential number by the normal gravity value computed on the
 FE1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1257.degrees latitude (g = 980.6199 gals.).
 FE1257
 FE1257.The modeled gravity was interpolated from observed gravity values.
 FE1257
 FE1257;                    North         East    Units  Estimated Accuracy
 FE1257;SPC TN       -   103,970.      256,860.      MT  (+/- 180 meters Scaled)
 FE1257
 FE1257                          SUPERSEDED SURVEY CONTROL
 FE1257
 FE1257  NGVD 29 (??/??/??)  121.489  (m)          398.59   (f) ADJUSTED    2 0
 FE1257
 FE1257.Superseded values are not recommended for survey control.
 FE1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1257.See file dsdata.txt to determine how the superseded data were derived.
 FE1257
 FE1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD479999(NAD 83)
 FE1257_MARKER: DZ = AZIMUTH MARK DISK
 FE1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1257_STAMPING: BRUNSWICK 1958
 FE1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1257+STABILITY: SURFACE MOTION
 FE1257
 FE1257  HISTORY     - Date     Condition        Report By
 FE1257  HISTORY     - 1957     MONUMENTED       CGS
 FE1257  HISTORY     - 1958     GOOD             CGS
 FE1257  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1257
 FE1257                          STATION DESCRIPTION
 FE1257
 FE1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1257'6.2 MI ESE FROM BARTLETT.
 FE1257'1.9 MILES EAST ALONG STAGE ROAD FROM THE L. AND N. RR CROSSING AT
 FE1257'BARTLETT, THENCE 3.8 MILES EAST ALONG STAGE 64, THENCE 0.5 MILE
 FE1257'ALONG BRUNSWICK ROAD TO A PRIVATE DRIVE LEADING EAST, THENCE
 FE1257'ABOUT 0.05 MILE EAST, 25 FT. SOUTH OF THE CENTER OF THE ROAD,
 FE1257'1 FT. NORTH OF A FENCE, 2 FT. EAST OF A WITNESS POST, A
 FE1257'C AND GS AZIMUTH DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE1257'2 INCHES.
 FE1257
 FE1257                          STATION RECOVERY (1992)
 FE1257
 FE1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1257'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2549 ***********************************************************************
 FE2549  DESIGNATION -  BRUNSWICK LOT
 FE2549  PID         -  FE2549
 FE2549  STATE/COUNTY-  TN/SHELBY
 FE2549  USGS QUAD   -  ELLENDALE (1993)
 FE2549
 FE2549                         *CURRENT SURVEY CONTROL
 FE2549  ___________________________________________________________________
 FE2549* NAD 83(1995)-  35 14 25.19560(N)    089 45 42.13486(W)     ADJUSTED  
 FE2549* NAVD 88     -                                                        
 FE2549  ___________________________________________________________________
 FE2549  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FE2549  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2549
 FE2549  HORZ ORDER  -  THIRD
 FE2549
 FE2549.The horizontal coordinates were established by classical geodetic methods
 FE2549.and adjusted by the National Geodetic Survey in April 1999..
 FE2549
 FE2549
 FE2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2549
 FE2549.The geoid height was determined by GEOID03.
 FE2549
 FE2549;                    North         East     Units Scale Factor Converg.
 FE2549;SPC TN       -   107,211.320   257,691.702   MT  1.00000172   -2 12 08.1
 FE2549;SPC TN       -   351,742.47    845,443.53   sFT  1.00000172   -2 12 08.1
 FE2549;UTM  16      - 3,903,191.765   248,696.209   MT  1.00037837   -1 35 39.7
 FE2549
 FE2549                          SUPERSEDED SURVEY CONTROL
 FE2549
 FE2549  NAD 83(1995)-  35 14 25.20019(N)    089 45 42.13544(W) AD(       ) 4
 FE2549  NAD 83(1995)-  35 14 25.20110(N)    089 45 42.13563(W) AD(       ) 4
 FE2549  NAD 83(1986)-  35 14 25.20699(N)    089 45 42.13543(W) AD(       ) 4
 FE2549  NAD 27      -  35 14 24.89100(N)    089 45 41.83500(W) AD(       ) 3
 FE2549
 FE2549.Superseded values are not recommended for survey control.
 FE2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2549.See file dsdata.txt to determine how the superseded data were derived.
 FE2549
 FE2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4869603192(NAD 83)
 FE2549_MARKER: 57 = LOOKOUT TOWER
 FE2549
 FE2549  HISTORY     - Date     Condition        Report By
 FE2549  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2549  HISTORY     - 1958     GOOD             CGS
 FE2549
 FE2549                          STATION DESCRIPTION
 FE2549
 FE2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2549'THE STATION IS THE APEX OF THE ROOF LOCATED ON THE TOP OF THE LOOKOUT
 FE2549'TOWER. IT IS ABOUT (AIRLINE) 18 MILES EAST-NORTHEAST OF
 FE2549'MEMPHIS, 6.5 MILES SOUTHWEST OF ARLINGTON, AND 1.5 MILES SOUTHEAST OF
 FE2549'BRUNSWICK. THE STATION IS SUPPORTED BY A 4 LEGGED STEEL
 FE2549'STRUCTURE, PAINTED SILVER, THAT IS ABOUT 89 FEET HIGHER THAN THE
 FE2549'GROUND LEVEL.
 FE2549'
 FE2549'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DR. AND U.S.
 FE2549'HIGHWAY 70 IN ARLINGTON GO SOUTHWEST ON U.S. HIGHWAY 70 FOR 5.6
 FE2549'MILES TO A CROSSROAD (CANADA RD.). TURN LEFT ONTO CANADA RD. AND GO
 FE2549'0.25 MILE TO A CROSSROAD (ARLINGTON RD.). TURN RIGHT ONTO ARLINGTON
 FE2549'RD. AND GO SOUTHERLY FOR 1.2 MILES TO THE STATION ON THE RIGHT.
 FE2549
 FE2549                          STATION RECOVERY (1958)
 FE2549
 FE2549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2549'THE STATION WAS RECOVERED AS DESCRIBED. A NEW TOWER IS BEING
 FE2549'CONSTRUCTED 22.2 FEET NORTH-NORTHWEST OF THE CENTER OF THIS TOWER. AT
 FE2549'ITS COMPLETION THIS TOWER WILL BE DESTROYED. THE CONSTRUCTION IS
 FE2549'EXPECTED TO BE COMPLETED BY JANUARY 1959, AND THEREFORE SHOULD BE
 FE2549'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2084 ***********************************************************************
 FE2084  DESIGNATION -  BRUNSWICK RESET
 FE2084  PID         -  FE2084
 FE2084  STATE/COUNTY-  TN/SHELBY
 FE2084  USGS QUAD   -  ELLENDALE (1993)
 FE2084
 FE2084                         *CURRENT SURVEY CONTROL
 FE2084  ___________________________________________________________________
 FE2084* NAD 83(1995)-  35 12 55.68773(N)    089 46 10.43942(W)     ADJUSTED  
 FE2084* NAVD 88     -       120.48   (+/-2cm)     395.3    (feet)  VERTCON   
 FE2084  ___________________________________________________________________
 FE2084  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE2084  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2084
 FE2084  HORZ ORDER  -  SECOND
 FE2084  VERT ORDER  -  THIRD (See Below)
 FE2084
 FE2084.The horizontal coordinates were established by classical geodetic methods
 FE2084.and adjusted by the National Geodetic Survey in April 1999..
 FE2084
 FE2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2084.The vertical order pertains to the NGVD 29 superseded value.
 FE2084
 FE2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2084
 FE2084.The geoid height was determined by GEOID03.
 FE2084
 FE2084;                    North         East     Units Scale Factor Converg.
 FE2084;SPC TN       -   104,482.432   256,870.372   MT  1.00000627   -2 12 24.7
 FE2084;SPC TN       -   342,789.45    842,748.88   sFT  1.00000627   -2 12 24.7
 FE2084;UTM  16      - 3,900,453.277   247,903.604   MT  1.00038330   -1 35 52.5
 FE2084
 FE2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2084!SPC TN       -   0.99998539  x   1.00000627  =   0.99999166
 FE2084!UTM  16      -   0.99998539  x   1.00038330  =   1.00036868
 FE2084
 FE2084|---------------------------------------------------------------------|
 FE2084| PID    Reference Object                     Distance      Geod. Az  |
 FE2084|                                                           dddmmss.s |
 FE2084| FE1258 BRUNSWICK RM 1                       28.255 METERS 03942     |
 FE2084| FE2082 BRUNSWICK RM 3                        9.403 METERS 08608     |
 FE2084| FE2083 BRUNSWICK RM 4                        7.260 METERS 17253     |
 FE2084| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX. 9.7 KM 1793834.6 |
 FE2084| FE1257 BRUNSWICK AZ MK                                    1812458.1 |
 FE2084| FE2560 GERMANTOWN MUNICIPAL TANK           APPROX.14.9 KM 1935113.1 |
 FE2084| FE2553 MEMPHIS TV STA WKNO MAST            APPROX. 8.3 KM 2145830.5 |
 FE2084| FE2554 MEMPHIS TV STA WREC MAST            APPROX. 6.9 KM 2362559.7 |
 FE2084| FE2552 MEMPHIS TV STA WHBQ MAST            APPROX. 8.2 KM 2364330.8 |
 FE2084| FE2579 MEMPHIS TV STA WMCT MAST            APPROX.11.8 KM 2441514.6 |
 FE2084| FE2551 ELLENDALE MUNICIPAL TANK            APPROX. 5.4 KM 2623015.3 |
 FE2084| FE1260 BRUNSWICK RM 2                       35.832 METERS 32410     |
 FE2084|---------------------------------------------------------------------|
 FE2084
 FE2084                          SUPERSEDED SURVEY CONTROL
 FE2084
 FE2084  NAD 83(1995)-  35 12 55.69397(N)    089 46 10.44000(W) AD(       ) 2
 FE2084  NAD 83(1986)-  35 12 55.69910(N)    089 46 10.43995(W) AD(       ) 2
 FE2084  NAD 27      -  35 12 55.38180(N)    089 46 10.13840(W) AD(       ) 2
 FE2084  NGVD 29 (??/??/??)  120.47   (m)          395.2    (f) RESET       3  
 FE2084
 FE2084.Superseded values are not recommended for survey control.
 FE2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2084.See file dsdata.txt to determine how the superseded data were derived.
 FE2084
 FE2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4790400453(NAD 83)
 FE2084_MARKER: DB = BENCH MARK DISK
 FE2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2084_STAMPING: BRUNSWICK RESET 1977
 FE2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2084+STABILITY: SURFACE MOTION
 FE2084
 FE2084  HISTORY     - Date     Condition        Report By
 FE2084  HISTORY     - 1977     MONUMENTED       NGS
 FE2084  HISTORY     - 1977     GOOD             NGS
 FE2084  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE2084
 FE2084                          STATION DESCRIPTION
 FE2084
 FE2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FE2084'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 FE2084'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DISTURBED BY FARM
 FE2084'EQUIPMENT AND WAS DESTROYED.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 FE2084'WAS OBSTRUCTED BY TREES AND BRUSH, THE DISTANCE TO REFERENCE MARK
 FE2084'1 CHECKED.  REFERENCE MARK 1 WAS IN THE WAY OF CONSTRUCTION OF A
 FE2084'NEW HOUSE AND WAS DESTROYED.  THE STATION MARK WAS IN A GARDEN PLOT
 FE2084'AND WAS LOWERED AT THE REQUEST OF THE PROPERTY OWNER.  REFERENCE
 FE2084'MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 FE2084'
 FE2084'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOHN HOLT, 1172
 FE2084'GREENWOOD DR., MEMPHIS, TENN., 210 FEET WEST OF THE CENTERLINE OF
 FE2084'BRUNSWICK ROAD, 24 FEET NORTHWEST OF A METAL WITNESS POST, 31 FEET
 FE2084'SOUTHWEST OF A METAL WITNESS POST, 118 FEET NORTHWEST OF THE
 FE2084'NORTHWEST CORNER OF A FRAME HOUSE AND IN A GARDEN PLOT.  THE
 FE2084'MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED BRUNSWICK
 FE2084'1958 1977.
 FE2084'
 FE2084'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRUNSWICK, GO SOUTH
 FE2084'ON BRUNSWICK ROAD FOR 1.5 MILES TO THE INTERSECTION OF U.S. HIGHWAY
 FE2084'70.  CONTINUE SOUTH ON BRUNSWICK ROAD FOR 2.2 MILES TO THE STATION
 FE2084'ON THE RIGHT.  CONTINUE SOUTH ON BRUNSWICK ROAD FOR 0.3 MILE TO A
 FE2084'GRAVELED DRIVEWAY RIGHT.  TURN RIGHT AND GO WEST ON THE DRIVEWAY
 FE2084'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE2084'
 FE2084'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE2084'BRUNSWICK 1958 NO 3 1977, WITH MAGNETS, 1 FOOT NORTH OF A METAL
 FE2084'WITNESS POST, IN A GRASSY AREA BETWEEN 2 GARDENS AND 184 FEET WEST
 FE2084'OF THE CENTERLINE OF BRUNSWICK ROAD.  THE MONUMENT IS FLUSH WITH
 FE2084'THE GROUND.
 FE2084'
 FE2084'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE2084'BRUNSWICK 1958 NO 4 1977, WITH MAGNETS, 1 FOOT SOUTHWEST OF A METAL
 FE2084'WITNESS POST, 3 FEET NORTHEAST OF A 4 INCH CEDAR TREE, AT THE EAST
 FE2084'EDGE OF A GARDEN, ABOUT 200 FEET WEST OF THE CENTERLINE OF
 FE2084'BRUNSWICK ROAD AND PROJECTS 2 INCHES.
 FE2084'
 FE2084'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 FE2084'1 FOOT EAST OF A METAL WITNESS POST AND ABOUT 100 FEET SOUTHWEST OF
 FE2084'THE SOUTHWEST CORNER OF A HOUSE.  THE MONUMENT PROJECTS 2 INCHES
 FE2084'AND THE DISK IS STAMPED BRUNSWICK 1958.
 FE2084'
 FE2084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 FE2084'SOUTH OF BRUNSWICK.
 FE2084'
 FE2084'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FE2084
 FE2084                          STATION RECOVERY (1977)
 FE2084
 FE2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FE2084'2.5 MI S FROM BARTLETT.
 FE2084'2.5 MILES SOUTH ALONG BRUNSWICK ROAD FROM THE RAILROAD DEPOT AT
 FE2084'BRUNSWICK TO THE INTERSECTION OF US HIGHWAY 70, THENCE 5 MILES ON
 FE2084'BRUNSWICK ROAD, 2.2 MILES TO MARK ON THE RIGHT ON PROPERTY OF MR. JOHN
 FE2084'HOLT, 1172 GREENWOOD DR. MEMPHIS TN, 210 FEET WEST OF CENTERLINE OF
 FE2084'BRUNSWICK ROAD, 31 FEET SOUTHWEST OF METAL WITNESS POST, 118 FEET
 FE2084'NORTHWEST OF NORTHWEST CORNER OF A FRAME HOUSE, IN A GARDEN PLOT. A
 FE2084'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES. 24 FEET
 FE2084'WEST OF A WITNESS POST.
 FE2084
 FE2084                          STATION RECOVERY (1992)
 FE2084
 FE2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2084'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2082 ***********************************************************************
 FE2082  DESIGNATION -  BRUNSWICK RM 3
 FE2082  PID         -  FE2082
 FE2082  STATE/COUNTY-  TN/SHELBY
 FE2082  USGS QUAD   -  ELLENDALE (1993)
 FE2082
 FE2082                         *CURRENT SURVEY CONTROL
 FE2082  ___________________________________________________________________
 FE2082* NAD 83(1986)-  35 12 55.     (N)    089 46 10.     (W)     SCALED    
 FE2082* NAVD 88     -       121.11   (+/-2cm)     397.3    (feet)  VERTCON   
 FE2082  ___________________________________________________________________
 FE2082  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2082
 FE2082  VERT ORDER  -  THIRD (See Below)
 FE2082
 FE2082.The horizontal coordinates were scaled from a topographic map and have
 FE2082.an estimated accuracy of +/- 6 seconds.
 FE2082
 FE2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2082.The vertical order pertains to the NGVD 29 superseded value.
 FE2082
 FE2082.The geoid height was determined by GEOID03.
 FE2082
 FE2082;                    North         East    Units  Estimated Accuracy
 FE2082;SPC TN       -   104,460.      256,880.      MT  (+/- 180 meters Scaled)
 FE2082
 FE2082                          SUPERSEDED SURVEY CONTROL
 FE2082
 FE2082  NGVD 29 (??/??/??)  121.09   (m)          397.3    (f) RESET       3  
 FE2082
 FE2082.Superseded values are not recommended for survey control.
 FE2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2082.See file dsdata.txt to determine how the superseded data were derived.
 FE2082
 FE2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE479004(NAD 83)
 FE2082_MARKER: DR = REFERENCE MARK DISK
 FE2082_SETTING: 0 = UNSPECIFIED SETTING
 FE2082_STAMPING: BRUNSWICK NO 3 1977
 FE2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2082
 FE2082  HISTORY     - Date     Condition        Report By
 FE2082  HISTORY     - 1977     MONUMENTED       NGS
 FE2082  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE2082
 FE2082                          STATION DESCRIPTION
 FE2082
 FE2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FE2082'1.5 MI S FROM BARTLETT.
 FE2082'1.5 MILES SOUTH ALONG BRUNSWICK ROAD FROM THE RAILROAD DEPOT AT
 FE2082'BRUNSWICK TO INTERSECTION OF US HIGHWAY 70, CONTINUE ON BRUNSWICK ROAD
 FE2082'FOR 2.2 MILES TO MARK ON RIGHT, IN GRASSY AREA BETWEEN TOOGARDENS,
 FE2082'184 FEET WEST OF CENTERLINE OF BRUNSWICK ROAD, A STANDARD PRE CAST
 FE2082'ALUMINUM REFERENCE MARK MONUMENT WITH MAGNETS, FLUSH WITH THE GROUND.
 FE2082'1 FEET NORTH OF A WITNESS POST.
 FE2082
 FE2082                          STATION RECOVERY (1992)
 FE2082
 FE2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2082'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2083 ***********************************************************************
 FE2083  DESIGNATION -  BRUNSWICK RM 4
 FE2083  PID         -  FE2083
 FE2083  STATE/COUNTY-  TN/SHELBY
 FE2083  USGS QUAD   -  ELLENDALE (1993)
 FE2083
 FE2083                         *CURRENT SURVEY CONTROL
 FE2083  ___________________________________________________________________
 FE2083* NAD 83(1986)-  35 12 55.     (N)    089 46 10.     (W)     SCALED    
 FE2083* NAVD 88     -       121.03   (+/-2cm)     397.1    (feet)  VERTCON   
 FE2083  ___________________________________________________________________
 FE2083  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2083
 FE2083  VERT ORDER  -  THIRD (See Below)
 FE2083
 FE2083.The horizontal coordinates were scaled from a topographic map and have
 FE2083.an estimated accuracy of +/- 6 seconds.
 FE2083
 FE2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2083.The vertical order pertains to the NGVD 29 superseded value.
 FE2083
 FE2083.The geoid height was determined by GEOID03.
 FE2083
 FE2083;                    North         East    Units  Estimated Accuracy
 FE2083;SPC TN       -   104,460.      256,880.      MT  (+/- 180 meters Scaled)
 FE2083
 FE2083                          SUPERSEDED SURVEY CONTROL
 FE2083
 FE2083  NGVD 29 (??/??/??)  121.01   (m)          397.0    (f) RESET       3  
 FE2083
 FE2083.Superseded values are not recommended for survey control.
 FE2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2083.See file dsdata.txt to determine how the superseded data were derived.
 FE2083
 FE2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE479004(NAD 83)
 FE2083_MARKER: DR = REFERENCE MARK DISK
 FE2083_SETTING: 0 = UNSPECIFIED SETTING
 FE2083_STAMPING: BRUNSWICK NO 4 1977
 FE2083_MARK LOGO: NGS   
 FE2083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FE2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2083+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 FE2083
 FE2083  HISTORY     - Date     Condition        Report By
 FE2083  HISTORY     - 1977     MONUMENTED       NGS
 FE2083  HISTORY     - 19920115 GOOD             NGS
 FE2083  HISTORY     - 19970422 MARK NOT FOUND   TN1620
 FE2083
 FE2083                          STATION DESCRIPTION
 FE2083
 FE2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FE2083'1.5 MI S FROM BARTLETT.
 FE2083'1.5 MILES SOUTH ALONG BRUNSWICK ROAD FROM THE RAILROAD DEPOT AT
 FE2083'BRUNSWICK TO INTERSECTION OF US HIGHWAY 70, CONTINUE SOUTH ON
 FE2083'BRUNSWICK ROAD FROM 2.2 MILES TO MARK ON RIGHT, 3 FEET NORTHEAST OF
 FE2083'A 4 INCH CEDAR TREE, AT THE EAST EDGE OF A GARDEN, ABOUT 200 FEET
 FE2083'WEST OF CENTERLINE OF BRUNSWICK ROAD, A STANDARD PRE CAST ALUMINUM
 FE2083'MONUMENT, REFERENCE MARK, WITH MAGNETS PROJECTING 2 INCHES, 1 FEET
 FE2083'SOUTHWEST OF A WITNESS POST.
 FE2083
 FE2083                          STATION RECOVERY (1992)
 FE2083
 FE2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2083'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 64 (STAGE ROAD) FROM THE
 FE2083'JUNCTION OF U.S. HIGHWAY 70 (SUMMER AVENUE) IN BARTLETT, THENCE 1.7
 FE2083'KM (1.05 MI) NORTHERLY ALONG BRUNSWICK ROAD, 61.0 M (200.1 FT) WEST
 FE2083'OF THE CENTERLINE OF THE ROAD, 53.0 M (173.9 FT) SOUTH OF THE
 FE2083'SOUTHWEST CORNER OF THE CONCRETE BASE OF A WATER TANK, 52.0 M
 FE2083'(170.6 FT) SOUTHEAST OF THE SOUTHEAST FACE OF A WATER TANK, 1.0 M
 FE2083'(3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTHWEST OF A
 FE2083'WITNESS POST AND THE MONUMENTS PROJECTS 0.03 M (0.10 FT) ABOVE THE
 FE2083'GROUND SURFACE. NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE MARK
 FE2083'IS A STANDARD PRE-CAST ALUMINUM REFERENCE MONUMENT ,REFERENCE MARK,
 FE2083'WITH MAGNETS.
 FE2083
 FE2083                          STATION RECOVERY (1997)
 FE2083
 FE2083'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FE2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2567 ***********************************************************************
 GB2567  DESIGNATION -  BRUSHY RESET
 GB2567  PID         -  GB2567
 GB2567  STATE/COUNTY-  TN/MORGAN
 GB2567  USGS QUAD   -  PETROS (1979)
 GB2567
 GB2567                         *CURRENT SURVEY CONTROL
 GB2567  ___________________________________________________________________
 GB2567* NAD 83(1995)-  36 04 36.92496(N)    084 24 37.92381(W)     ADJUSTED  
 GB2567* NAVD 88     -       982.9    (meters)    3225.     (feet)  VERTCON   
 GB2567  ___________________________________________________________________
 GB2567  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 GB2567  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB2567
 GB2567  HORZ ORDER  -  FIRST
 GB2567
 GB2567.The horizontal coordinates were established by classical geodetic methods
 GB2567.and adjusted by the National Geodetic Survey in April 1999..
 GB2567
 GB2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2567
 GB2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2567
 GB2567.The geoid height was determined by GEOID03.
 GB2567
 GB2567;                    North         East     Units Scale Factor Converg.
 GB2567;SPC TN       -   194,613.032   743,160.374   MT  0.99995735   +0 55 49.9
 GB2567;SPC TN       -   638,492.92  2,438,185.33   sFT  0.99995735   +0 55 49.9
 GB2567;UTM  16      - 3,995,584.598   733,180.056   MT  1.00027001   +1 31 32.0
 GB2567
 GB2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2567!SPC TN       -   0.99985043  x   0.99995735  =   0.99980778
 GB2567!UTM  16      -   0.99985043  x   1.00027001  =   1.00012040
 GB2567
 GB2567|---------------------------------------------------------------------|
 GB2567| PID    Reference Object                     Distance      Geod. Az  |
 GB2567|                                                           dddmmss.s |
 GB2567| DB8851 BRUSHY RM 1                           8.516 METERS 07636     |
 GB2567| DB8852 BRUSHY RM 2                           5.694 METERS 21647     |
 GB2567| GB2574 UT                                  APPROX. 4.5 KM 2305352.5 |
 GB2567|---------------------------------------------------------------------|
 GB2567
 GB2567                          SUPERSEDED SURVEY CONTROL
 GB2567
 GB2567  NAD 83(1995)-  36 04 36.93189(N)    084 24 37.92421(W) AD(       ) 1
 GB2567  NAD 83(1995)-  36 04 36.93255(N)    084 24 37.92479(W) AD(       ) 1
 GB2567  NAD 83(1986)-  36 04 36.93803(N)    084 24 37.92222(W) AD(       ) 1
 GB2567  NAD 27      -  36 04 36.66134(N)    084 24 38.17226(W) AD(       ) 1
 GB2567  NGVD 29 (07/19/86)  983.0    (m)         3225.     (f) VERT ANG       
 GB2567
 GB2567.Superseded values are not recommended for survey control.
 GB2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2567.See file dsdata.txt to determine how the superseded data were derived.
 GB2567
 GB2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3318095585(NAD 83)
 GB2567_MARKER: X = CHISELED CROSS
 GB2567_SETTING: 80 = SET IN A BOULDER
 GB2567_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2567
 GB2567  HISTORY     - Date     Condition        Report By
 GB2567  HISTORY     - 1965     MONUMENTED       CGS
 GB2567  HISTORY     - 1934     SEE DESCRIPTION  USGS
 GB2567  HISTORY     - 1965     GOOD             CGS
 GB2567
 GB2567                          STATION DESCRIPTION
 GB2567
 GB2567'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GB2567'ABOUT 15 MILES WEST-SOUTHWEST OF CLINTON, ABOUT 14-1/2 MILES
 GB2567'SOUTHWEST OF
 GB2567'BRICEVILLE, ABOUT 4 MILES IN DIRECT LINE N.  61 DEG W.
 GB2567'FROM OLIVER SPRINGS AND S.  55
 GB2567'DEG E.  OF STATE PRISON AT PETROS, ON
 GB2567'WHAT IS LOCALLY CALLED SIGNAL POINT OF THE BOB
 GB2567'WILLIAMS MOUNTAIN.  TO
 GB2567'REACH FROM PETROS, TURN ONTO OLD WAGON ROAD 300 YARDS SOUTH OF
 GB2567'SOUTHERN RAILWAY STATION AND FOLLOW IT UP TO NORTHWEST POINT OF
 GB2567'MOUNTAIN, FOLLOW TRAIL
 GB2567'AROUND SOUTHWEST SIDE OF MOUNTAIN 3/4 MILE TO
 GB2567'POINT WHERE PILE OF FLAT ROCKS LIES TO
 GB2567'LEFT OF TRAIL AND TWO TREES
 GB2567'ARE BLAZED ON SOUTH SIDE, FOLLOW PATH TO TOP OF RIDGE,
 GB2567'TURN RIGHT
 GB2567'(EAST), AND GO ALONG TOP OF RIDGE 3/4 MILE TO STATION SITE.  STATION
 GB2567'WAS ORIGINALLY
 GB2567'MARKED BY EAST-WEST AND NORTH-SOUTH LINES SURROUNDED
 GB2567'BY LETTERS U.S.C.S.  CUT IN
 GB2567'SQUARE CEMENT CAP SET IN AND CEMENTED TO
 GB2567'DRILL HOLE 2 INCHES DEEP IN LARGE ROCK IN
 GB2567'SITU.  RE-MARKED IN 1934
 GB2567'WITH STANDARD U.  S.  GEOLOGICAL SURVEY BENCH-MARK DISK STAMPED
 GB2567'BRUSHY 1934 SET IN ROCK WITH LETTERS U.S.  G.S.  CUT IN ONE CORNER OF
 GB2567'TOP OF ROCK.  FOUR
 GB2567'ORIGINAL REFERENCE MARKS ARE CROSSES CUT ON ROCKS
 GB2567'IN SITU AT FOLLOWING SLOPE DISTANCES
 GB2567'AND TRUE BEARINGS FROM STATION-
 GB2567'37.99 FEET, N.  34 DEG 43 MIN E., 27.72 FEET, N.  76
 GB2567'DEG 17 MIN E.,
 GB2567'18.61 FEET, S.  36 DEG 51 MIN W., AND 7.60 FEET, N.  17 DEG 44 MIN W.
 GB2567
 GB2567                          STATION RECOVERY (1965)
 GB2567
 GB2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GB2567'THE DRILL HOLE FOR THE STATION AND THE CROSSES USED FOR REFERENCE
 GB2567'MARKS WERE RECOVERED.
 GB2567'THE STATION MARK DISK, SET BY THE U.S.G.S.  IN 1934, HAD
 GB2567'BEEN REMOVED.  A NEW STATION
 GB2567'MARK DISK WAS SET IN THE DRILL HOLE AND
 GB2567'REFERENCE MARKS NO. 1 AND NO. 2 WERE ESTABLISHED.
 GB2567'
 GB2567'A NEW AND COMPLETE DESCRIPTION FOLLOWS,
 GB2567'
 GB2567'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF PETROS AND
 GB2567'ABOUT 2 MILES NORTHEAST OF
 GB2567'THE SMALL COMMUNITY OF STEPHENS.
 GB2567'
 GB2567'TO REACH THE STATION FROM THE POST OFFICE IN PETROS, GO EAST ON AN
 GB2567'OILED ROAD FOR 0.3
 GB2567'MILE, TURN RIGHT, SOUTH AND GO 0.05 MILE TO A POINT JUST
 GB2567'AFTER CROSSING A SMALL WOODEN
 GB2567'BRIDGE.  HERE TURN LEFT, EASTERLY ON AN
 GB2567'OILED ROAD, WHICH BECOMES GRAVELED, AND GO 0.45
 GB2567'MILE TO A DRIVE ON
 GB2567'THE RIGHT.  KEEP LEFT AND CONTINUE EASTERLY AND SOUTHEASTERLY ON A
 GB2567'WINDING ROAD
 GB2567'UPHILL FOR 3.5 MILES TO WHERE THE MAIN ROAD BEARS LEFT
 GB2567'AND A WOODS ROAD ON THE RIGHT.
 GB2567'TURN RIGHT AND FOLLOW THE WINDING
 GB2567'WOODS ROAD SOUTH AND WEST FOR 1.35 MILES (KEEPING
 GB2567'LEFT) TO A STRIP
 GB2567'MINE.  TURN LEFT ON STRIP MINE AND GO WEST AND NORTH FOR 0.65 MILE
 GB2567'AND ETT.  FROM
 GB2567'THIS POINT, PACK UP STEEP SLOPE EAST AND NORTH FOR
 GB2567'ABOUT 30 MINUTES, PASSING OVER
 GB2567'TWO ROCKY LEDGES TO THE TOP OF THE
 GB2567'HILL AND THE STATION.
 GB2567'
 GB2567'THE STATION IS 35 FEET NORTHWEST OF A TWIN-TRUNKED OAK TREE WITH A
 GB2567'NOTCH CUT IN THE NORTH
 GB2567'SIDE.  THE MARK IS A STANDARD U.S.C.  AND G.S.
 GB2567'TRIANGULATION STATION DISK
 GB2567'CEMENTED FLUSH IN A DRILL HOLE IN
 GB2567'OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GB2567'BRUSHY 1885 1965.
 GB2567'
 GB2567'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF A TWIN-TRUNKED TREE.  IT IS
 GB2567'A STANDARD U.S.C.  AND G.S.
 GB2567'REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL HOLE
 GB2567'IN OUTCROPPING BEDROCK AND THE DISK
 GB2567'IS STAMPED BRUSHY NO 1 1885 1965.
 GB2567'
 GB2567'REFERENCE MARK NO. 2 IS 40 FEET WEST OF A TWIN-TRUNKED TREE.  IT IS A
 GB2567'STANDARD U.S.C.  AND G.S.
 GB2567'REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL HOLE
 GB2567'IN OUTCROPPING BEDROCK AND THE DISK
 GB2567'IS STAMPED BRUSHY NO 2 1885 1965.
 GB2567'
 GB2567'TENNESSEE DEPARTMENT OF HIGHWAYS TRAVERSE STATIONS RELAY AND/OR UT
 GB2567'MAY SERVE AS AZIMUTH
 GB2567'MARKS, SEE DESCRIPTIONS THEREOF.
 GB2567'
 GB2567'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2567'
 GB2567'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2439 ***********************************************************************
 GC2439  DESIGNATION -  BRYAN
 GC2439  PID         -  GC2439
 GC2439  STATE/COUNTY-  TN/ROBERTSON
 GC2439  USGS QUAD   -  ALLENSVILLE (1950)
 GC2439
 GC2439                         *CURRENT SURVEY CONTROL
 GC2439  ___________________________________________________________________
 GC2439* NAD 83(1995)-  36 38 32.76852(N)    087 06 26.48977(W)     ADJUSTED  
 GC2439* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 GC2439  ___________________________________________________________________
 GC2439  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GC2439  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2439
 GC2439  HORZ ORDER  -  THIRD
 GC2439
 GC2439.The horizontal coordinates were established by classical geodetic methods
 GC2439.and adjusted by the National Geodetic Survey in April 1999..
 GC2439
 GC2439.The orthometric height was scaled from a topographic map.
 GC2439
 GC2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2439
 GC2439.The geoid height was determined by GEOID03.
 GC2439
 GC2439;                    North         East     Units Scale Factor Converg.
 GC2439;SPC TN       -   256,762.828   500,969.943   MT  1.00004784   -0 38 53.8
 GC2439;SPC TN       -   842,396.04  1,643,598.89   sFT  1.00004784   -0 38 53.8
 GC2439;UTM  16      - 4,055,213.162   490,403.139   MT  0.99960113   -0 03 50.7
 GC2439
 GC2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2439!SPC TN       -   0.99997703  x   1.00004784  =   1.00002487
 GC2439!UTM  16      -   0.99997703  x   0.99960113  =   0.99957817
 GC2439
 GC2439|---------------------------------------------------------------------|
 GC2439| PID    Reference Object                     Distance      Geod. Az  |
 GC2439|                                                           dddmmss.s |
 GC2439| GC2440 BOUNDARY MON 26 KY TN                 5.889 METERS 04725     |
 GC2439| CG4908 BRYAN RM 1                           41.931 METERS 08604     |
 GC2439| CG4907 BRYAN AZ MK                                        1812145.7 |
 GC2439| CG4909 BRYAN RM 2                           66.462 METERS 27216     |
 GC2439| GC2447 GUTHRIE TIE PLANT SMOKESTACK        APPROX. 4.7 KM 2780350.1 |
 GC2439|---------------------------------------------------------------------|
 GC2439
 GC2439                          SUPERSEDED SURVEY CONTROL
 GC2439
 GC2439  NAD 83(1995)-  36 38 32.76861(N)    087 06 26.49086(W) AD(       ) 3
 GC2439  NAD 83(1995)-  36 38 32.77644(N)    087 06 26.49032(W) AD(       ) 3
 GC2439  NAD 83(1986)-  36 38 32.77765(N)    087 06 26.49319(W) AD(       ) 3
 GC2439  NAD 27      -  36 38 32.62000(N)    087 06 26.49100(W) AD(       ) 3
 GC2439
 GC2439.Superseded values are not recommended for survey control.
 GC2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2439.See file dsdata.txt to determine how the superseded data were derived.
 GC2439
 GC2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9040355213(NAD 83)
 GC2439_MARKER: DS = TRIANGULATION STATION DISK
 GC2439_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2439
 GC2439  HISTORY     - Date     Condition        Report By
 GC2439  HISTORY     - 1934     MONUMENTED       CGS
 GC2439
 GC2439                          STATION DESCRIPTION
 GC2439
 GC2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2439'ABOUT 3 MILES EAST OF GUTHRIE, NEAR KENTUCKY-TENNESSEE STATE LINE, ON
 GC2439'PROPERTY OF HOGAN BRYAN, 30 FEET SOUTH OF CENTER OF GRAVEL ROAD,
 GC2439'19.32 FEET SOUTHWEST OF STATE-LINE MARKER, AND 11 FEET SOUTH OF FENCE
 GC2439'LINE. TO REACH FROM RAILROAD CROSSING AT DEPOT IN GUTHRIE, GO
 GC2439'SOUTHEAST 2.55 MILES ON ROUTE 41E, TURN LEFT AT JOGGED CROSSROADS AND
 GC2439'KEEP TO MAIN STRAIGHT ROAD 1.6 MILES, TURN LEFT AT T-ROAD
 GC2439'JUNCTION WITH SIGN FAIRGROUNDS, AND PROCEED 100 YARDS TO STATION.
 GC2439'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GC2439'CONCRETE.  UPPER MARK IS 10 INCHES BELOW THE SURFACE
 GC2439'OF GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GC2439'IN CONCRETE.  NO. 1 IS ABOUT 18 INCHES SOUTH OF WIRE
 GC2439'FENCE AND 137.57 FEET FROM STATION, N 86 DEG 04 MIN E.  NO. 2
 GC2439'IS ABOUT 2 FEET SOUTH OF WIRE FENCE AND 218.05 FEET FROM STATION
 GC2439'N 87 DEG 44 MIN W.  AZIMUTH MARK IS ON EAST SIDE OF ROAD, 3
 GC2439'FEET NORTH OF GATE ENTRANCE TO FIELD OWNED BY A.F. TILLEY, 2
 GC2439'FEET WEST OF FENCE LINE, AND 0.5 MILE FROM STATION, S 01 DEG 21 MIN
 GC2439'43 SEC W.  BEARINGS FROM STATION TO KENTUCKY-TENNESSEE BOUNDARY
 GC2439'MONUMENT NO. 26, DISTANT 19.32 FEET, IS N 47 DEG 25 MIN E AND TO
 GC2439'GUTHRIE, TIE PLANT, SMOKESTACK, DISTANT 3 MILES, IS N 81 DEG 56 MIN
 GC2439'13 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2538 ***********************************************************************
 GB2538  DESIGNATION -  BUCK
 GB2538  PID         -  GB2538
 GB2538  STATE/COUNTY-  TN/ANDERSON
 GB2538  USGS QUAD   -  NORRIS (1990)
 GB2538
 GB2538                         *CURRENT SURVEY CONTROL
 GB2538  ___________________________________________________________________
 GB2538* NAD 83(1995)-  36 09 06.02113(N)    084 06 46.29297(W)     ADJUSTED  
 GB2538* NAVD 88     -       337.3    (meters)    1107.     (feet)  VERTCON   
 GB2538  ___________________________________________________________________
 GB2538  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 GB2538  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB2538
 GB2538  HORZ ORDER  -  SECOND
 GB2538
 GB2538.The horizontal coordinates were established by classical geodetic methods
 GB2538.and adjusted by the National Geodetic Survey in April 1999..
 GB2538
 GB2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2538
 GB2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2538
 GB2538.The geoid height was determined by GEOID03.
 GB2538
 GB2538;                    North         East     Units Scale Factor Converg.
 GB2538;SPC TN       -   203,381.594   769,808.481   MT  0.99996372   +1 06 17.3
 GB2538;SPC TN       -   667,261.11  2,525,613.32   sFT  0.99996372   +1 06 17.3
 GB2538;UTM  16      - 4,004,633.916   759,745.660   MT  1.00043138   +1 42 14.9
 GB2538
 GB2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2538!SPC TN       -   0.99995185  x   0.99996372  =   0.99991557
 GB2538!UTM  16      -   0.99995185  x   1.00043138  =   1.00038321
 GB2538
 GB2538|---------------------------------------------------------------------|
 GB2538| PID    Reference Object                     Distance      Geod. Az  |
 GB2538|                                                           dddmmss.s |
 GB2538| DB8867 BUCK RM 1                             6.534 METERS 13957     |
 GB2538| DB8866 BUCK AZ MK                                         1482026.4 |
 GB2538| DB8868 BUCK RM 2                             7.111 METERS 31658     |
 GB2538|---------------------------------------------------------------------|
 GB2538
 GB2538                          SUPERSEDED SURVEY CONTROL
 GB2538
 GB2538  NAD 83(1995)-  36 09 06.02518(N)    084 06 46.29602(W) AD(       ) 2
 GB2538  NAD 83(1995)-  36 09 06.02563(N)    084 06 46.29536(W) AD(       ) 2
 GB2538  NAD 83(1986)-  36 09 06.03279(N)    084 06 46.29164(W) AD(       ) 2
 GB2538  NAD 27      -  36 09 05.75008(N)    084 06 46.58656(W) AD(       ) 2
 GB2538  NGVD 29 (07/19/86)  337.4    (m)         1107.     (f) VERT ANG       
 GB2538
 GB2538.Superseded values are not recommended for survey control.
 GB2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2538.See file dsdata.txt to determine how the superseded data were derived.
 GB2538
 GB2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5974604634(NAD 83)
 GB2538_MARKER: DD = SURVEY DISK
 GB2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2538
 GB2538  HISTORY     - Date     Condition        Report By
 GB2538  HISTORY     - 1964     MONUMENTED       TNHD
 GB2538
 GB2538                          STATION DESCRIPTION
 GB2538
 GB2538'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2538'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF CLINTON.
 GB2538'
 GB2538'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO 0.05 MILE
 GB2538'SOUTH ON U.  S.  HIGHWAY
 GB2538'25W TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB2538'AND GO 3.1 MILES NORTHEAST ON
 GB2538'STATE ROUTE 61 TO A PAVED ROAD ON THE
 GB2538'LEFT, TURN LEFT AND GO 0.5 MILE TO A FORK*, TAKE
 GB2538'THE RIGHT FORK AND
 GB2538'GO 0.25 MILE TO A GRAVELED DRIVE ON THE LEFT, TURN LEFT AND GO 0.1
 GB2538'MILE TO THE END
 GB2538'OF THE DRIVE.  CONTINUE FOR ABOUT 80 YARDS ACROSS IN
 GB2538'FRONT OF 2-STORY WHITE FRAME HOUSE
 GB2538'BELONGING TO JOHN BUCK TO A TRACK
 GB2538'ROAD ON THE RIGHT, JUST BEFORE REACHING A GAP IN A
 GB2538'BARB WIRE FENCE,
 GB2538'TURN RIGHT AND GO 0.2 MILE TO TWO WIRE FENCE GAPS, CONTINUE THROUGH
 GB2538'THE GAP THEN TURN
 GB2538'LEFT AND GO 0.1 MILE TO ANOTHER GAP, CONTINUE
 GB2538'THROUGH THE GAP AND GO 0.1 MILE WEST
 GB2538'ACROSS A CLEARED FIELD TO THE
 GB2538'CREST OF A HILL AND THE STATION.
 GB2538'
 GB2538'THE STATION MARK IS 12 FEET SOUTHEAST OF A 13-INCH OAK TREE, 4.7 FEET
 GB2538'NORTH OF A WITNESS POST AND
 GB2538'3 FEET NORTHEAST OF A BARB WIRE FENCE.  THE
 GB2538'SURFACE AND UNDERGROUND MARKS ARE
 GB2538'STANDARD TENNESSEE HIGHWAY
 GB2538'DEPARTMENT DISKS AND THE DISKS ARE STAMPED BUCK
 GB2538'1964.  THE
 GB2538'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GB2538'SURFACE DISK IS
 GB2538'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2538'
 GB2538'REFERENCE MARK NO. 1 IS 6 FEET NORTH OF A FENCE POST AND 3 FEET
 GB2538'NORTHEAST OF A BARB WIRE
 GB2538'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2538'SET IN A 10 -INCH SQUARE,
 GB2538'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2538'STAMPED BUCK RM-1 1964.
 GB2538'
 GB2538'REFERENCE MARK NO. 2 IS 11 FEET NORTHWEST OF A 13-INCH OAK TREE, 3
 GB2538'FEET EAST OF A FENCE POST
 GB2538'AND 2 FEET NORTHEAST OF A BARB WIRE FENCE.  IT IS A
 GB2538'STANDARD TENNESSEE HIGHWAY
 GB2538'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2538'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2538'STAMPED BUCK RM-2 1964.
 GB2538'
 GB2538'THE AZIMUTH MARK IS 14 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2538'GRAVELED ROAD AND 2.1
 GB2538'FEET WEST OF A WITNESS POST.  IT IS A STANDARD TENNESSEE
 GB2538'HIGHWAY DEPARTMENT DISK SET IN
 GB2538'A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2538'MONUMENT AND THE DISK IS STAMPED BUCK AZI 1964.
 GB2538'
 GB2538'TO REACH THE AZIMUTH MARK*, TAKE THE LEFT FORK AND GO 0.1 MILE TO THE
 GB2538'AZIMUTH MARK.
 GB2538'
 GB2538'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2538'
 GB2538'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2607 ***********************************************************************
 GC2607  DESIGNATION -  BUCK
 GC2607  PID         -  GC2607
 GC2607  STATE/COUNTY-  TN/HUMPHREYS
 GC2607  USGS QUAD   -  WAVERLY (1987)
 GC2607
 GC2607                         *CURRENT SURVEY CONTROL
 GC2607  ___________________________________________________________________
 GC2607* NAD 83(1995)-  36 00 51.94421(N)    087 46 41.62593(W)     ADJUSTED  
 GC2607* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 GC2607  ___________________________________________________________________
 GC2607  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GC2607  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC2607
 GC2607  HORZ ORDER  -  SECOND
 GC2607
 GC2607.The horizontal coordinates were established by classical geodetic methods
 GC2607.and adjusted by the National Geodetic Survey in April 1999..
 GC2607
 GC2607.The orthometric height was scaled from a topographic map.
 GC2607
 GC2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2607
 GC2607.The geoid height was determined by GEOID03.
 GC2607
 GC2607;                    North         East     Units Scale Factor Converg.
 GC2607;SPC TN       -   187,972.607   439,713.789   MT  0.99995334   -1 02 27.8
 GC2607;SPC TN       -   616,706.79  1,442,627.66   sFT  0.99995334   -1 02 27.8
 GC2607;UTM  16      - 3,985,828.883   429,872.140   MT  0.99966060   -0 27 27.4
 GC2607
 GC2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2607!SPC TN       -   0.99997217  x   0.99995334  =   0.99992551
 GC2607!UTM  16      -   0.99997217  x   0.99966060  =   0.99963278
 GC2607
 GC2607|---------------------------------------------------------------------|
 GC2607| PID    Reference Object                     Distance      Geod. Az  |
 GC2607|                                                           dddmmss.s |
 GC2607| CG4914 BUCK RM 1                            43.882 METERS 00930     |
 GC2607| GC2593 TENNESSEE VALLEY FARMERS SILO       APPROX.11.7 KM 0951231.7 |
 GC2607| CG4915 BUCK RM 2                            20.047 METERS 11721     |
 GC2607| CG4913 BUCK AZ MK                                         1680226.0 |
 GC2607|---------------------------------------------------------------------|
 GC2607
 GC2607                          SUPERSEDED SURVEY CONTROL
 GC2607
 GC2607  NAD 83(1995)-  36 00 51.94639(N)    087 46 41.63036(W) AD(       ) 2
 GC2607  NAD 83(1995)-  36 00 51.94638(N)    087 46 41.63058(W) AD(       ) 2
 GC2607  NAD 83(1986)-  36 00 51.95420(N)    087 46 41.62744(W) AD(       ) 2
 GC2607  NAD 27      -  36 00 51.73100(N)    087 46 41.53900(W) AD(       ) 2
 GC2607
 GC2607.Superseded values are not recommended for survey control.
 GC2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2607.See file dsdata.txt to determine how the superseded data were derived.
 GC2607
 GC2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2987285829(NAD 83)
 GC2607_MARKER: DS = TRIANGULATION STATION DISK
 GC2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2607
 GC2607  HISTORY     - Date     Condition        Report By
 GC2607  HISTORY     - 1934     MONUMENTED       CGS
 GC2607  HISTORY     - 1952     GOOD             CGS
 GC2607  HISTORY     - 1972     GOOD             LOCENG
 GC2607  HISTORY     - 1988     GOOD             USPSQD
 GC2607
 GC2607                          STATION DESCRIPTION
 GC2607
 GC2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2607'ABOUT 10-1/2 MILES SOUTHWEST OF MCEWEN, 5-1/2 MILES BY ROAD SOUTH OF
 GC2607'COURTHOUSE IN WAVERLY, 9 YARDS WEST OF CENTER LINE OF ROUTE 13, 13
 GC2607'YARDS SOUTH-SOUTHWEST OF 16-INCH OAK WITH TRIANGULAR BLAZE ON EAST
 GC2607'SIDE, AND 7 YARDS NORTH-NORTHEAST OF 12-INCH OAK.  TO REACH FROM
 GC2607'WAVERLY, FOLLOW ROUTE 13 SOUTH AS GIVEN ABOVE.  SURFACE AND
 GC2607'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2607'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2607'DISKS IN CONCRETE.  NO. 1 IS 7 YARDS EAST OF CENTER
 GC2607'LINE OF ROAD AND 143.97 FEET FROM STATION.
 GC2607'NO. 2 IS 10 YARDS NORTH-NORTHWEST OF 10-INCH OAK, 7 YARDS EAST OF
 GC2607'CENTER LINE OF ROAD, AND 65.77 FEET FROM STATION.
 GC2607'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS
 GC2607'175.74 FEET.  AZIMUTH MARK IS ABOUT 40 YARDS BEYOND POINT OF
 GC2607'CURVATURE OF FIRST CURVE IN ROAD AFTER PASSING STATION, 10 YARDS
 GC2607'SOUTHEAST OF CENTER LINE OF ROAD, 5 YARDS SOUTHWEST OF 12-INCH OAK,
 GC2607'AND 0.25 MILE FROM STATION.
 GC2607
 GC2607                          STATION RECOVERY (1952)
 GC2607
 GC2607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2607'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GC2607'GOOD CONDITION.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE
 GC2607'MARKS CHECKED.  THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK.  A
 GC2607'COMPLETE NEW DISCRIPTION FOLLOWS.
 GC2607'
 GC2607'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF WAVERLY ON HIGHWAY
 GC2607'RIGHT-OF-WAY.  IT IS 29 FEET WEST OF THE CENTER OF A PAVED ROAD,
 GC2607'21 FEET EAST OF A 12 INCH OAK TREE AND 4 FEET NORTHEAST OF A WHITE
 GC2607'WITNESS POST.  THE MARK PROJECTS 12 INCHES AND THE DISK IS
 GC2607'STAMPED BUCK 1934.
 GC2607'
 GC2607'REFERENCE MARK NO. 1 IS 143.97 FEET NORTH OF THE STATION, 110 FEET
 GC2607'SOUTH OF THE EAST END OF A CULVERT AND 22 FEET EAST OF THE CENTER
 GC2607'OF THE PAVED ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 GC2607'STAMPED BUCK NO 1 1934.
 GC2607'
 GC2607'REFERENCE MARK NO. 2 IS 65.77 FEET SOUTHEAST OF THE STATION, 23 FEET
 GC2607'EAST OF THE CENTER OF THE PAVED ROAD AND 17 FEET SOUTHWEST OF A 10
 GC2607'INCH OAK TREE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GC2607'BUCK NO 2 1934.
 GC2607'
 GC2607'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS 27 FEET EAST
 GC2607'OF THE CENTER OF THE PAVED ROAD, 14 FEET SOUTHWEST OF AN 18 INCH
 GC2607'OAK TREE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 GC2607'12 INCHES AND THE DISK IS STAMPED BUCK AZI 1934.
 GC2607'
 GC2607'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 GC2607'STATE HIGHWAY 13 FOR 4.85 MILES TO A PAVED SIDE ROAD RIGHT, TURN
 GC2607'RIGHT AND GO SOUTHWEST FOR 0.4 MILE TO THE STATION ON THE RIGHT,
 GC2607'CONTINUE FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GC2607'
 GC2607'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 GC2607
 GC2607                          STATION RECOVERY (1972)
 GC2607
 GC2607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2607'BUCK STATION MARK RECOVERED IN GOOD CONDITION.
 GC2607'
 GC2607'BUCK 1934 FOUND STAMPED ON THE POINT.
 GC2607'
 GC2607'DESCRIPTION AS IN BULLETIN-STEEL POST AND SURVEY MARKER SIGN SET AT
 GC2607'MON.
 GC2607'REF. MK. NO. 1 RECOVERED IN GOOD CONDITION.
 GC2607'REF. MK. NO. 2 RECOVERED IN GOOD CONDITION.
 GC2607'AZ. MK. RECOVERED IN GOOD CONDITION-NEW REF. 20.15 S. TO 6 INCH
 GC2607'RED OAK.  3.65 FEET N. E. TO 3 INCH W. O.  11.40 S. E. TO 3 INCH
 GC2607'HICKORY, STEEL POST AND SURVEY MARKER SIGN SET AT MON.
 GC2607'
 GC2607'DISTANCE AND DIRECTION FROM NEAREST TOWN 5 MI. SOUTH OF WAVERLY.
 GC2607
 GC2607                          STATION RECOVERY (1988)
 GC2607
 GC2607'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 GC2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2143 ***********************************************************************
 FZ2143  DESIGNATION -  BUCK RIDGE LOOKOUT TOWER
 FZ2143  PID         -  FZ2143
 FZ2143  STATE/COUNTY-  TN/JOHNSON
 FZ2143  USGS QUAD   -  ELK MILLS (1994)
 FZ2143
 FZ2143                         *CURRENT SURVEY CONTROL
 FZ2143  ___________________________________________________________________
 FZ2143* NAD 83(1995)-  36 15 42.76500(N)    081 57 04.45824(W)     ADJUSTED  
 FZ2143* NAVD 88     -                                                        
 FZ2143  ___________________________________________________________________
 FZ2143  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 FZ2143  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ2143
 FZ2143  HORZ ORDER  -  THIRD
 FZ2143
 FZ2143.The horizontal coordinates were established by classical geodetic methods
 FZ2143.and adjusted by the National Geodetic Survey in April 1999..
 FZ2143
 FZ2143
 FZ2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2143
 FZ2143.The geoid height was determined by GEOID03.
 FZ2143
 FZ2143;                    North         East     Units Scale Factor Converg.
 FZ2143;SPC TN       -   221,497.569   963,728.101   MT  0.99997621   +2 22 13.1
 FZ2143;SPC TN       -   726,696.61  3,161,831.28   sFT  0.99997621   +2 22 13.1
 FZ2143;SPC NC       -   282,601.054   344,420.875   MT  1.00002796   -1 42 12.1
 FZ2143;SPC NC       -   927,166.96  1,129,987.49   sFT  1.00002796   -1 42 12.1
 FZ2143;UTM  17      - 4,013,414.890   414,550.301   MT  0.99968996   -0 33 45.6
 FZ2143
 FZ2143                          SUPERSEDED SURVEY CONTROL
 FZ2143
 FZ2143  NAD 83(1995)-  36 15 42.77215(N)    081 57 04.46275(W) AD(       ) 4
 FZ2143  NAD 83(1995)-  36 15 42.77330(N)    081 57 04.46967(W) AD(       ) 4
 FZ2143  NAD 83(1986)-  36 15 42.77443(N)    081 57 04.46958(W) AD(       ) 4
 FZ2143  NAD 27      -  36 15 42.32696(N)    081 57 05.05654(W) AD(       ) 3
 FZ2143
 FZ2143.Superseded values are not recommended for survey control.
 FZ2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2143.See file dsdata.txt to determine how the superseded data were derived.
 FZ2143
 FZ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1455013415(NAD 83)
 FZ2143_MARKER: 57 = LOOKOUT TOWER
 FZ2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2143
 FZ2143  HISTORY     - Date     Condition        Report By
 FZ2143  HISTORY     - 1976     FIRST OBSERVED   NCGS
 FZ2143
 FZ2143                          STATION DESCRIPTION
 FZ2143
 FZ2143'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JWC)
 FZ2143'BUCK RIDGE LOOKOUT TOWER IS A N.C. GEODETIC SURVEY INTERSECTION
 FZ2143'STATION LOCATED IN THE CHEROKEE NATIONAL FOREST 2.0 MILES NORTHWEST
 FZ2143'OF WHALEY, NORTH CAROLINA, APPROXIMATELY 2.4 MILES SOUTHEAST OF
 FZ2143'BUNTONTOWN, TENNESSEE AND 7.3 MILES NORTH OF ELK PARK, NORTH CAROLINA.
 FZ2143'
 FZ2143'THE STATION IS THE CENTER OF THE TOP OF THE ROOF OF THE NATIONAL
 FZ2143'FOREST LOOKOUT TOWER ON BUCK RIDGE, WHICH IS A PART OF LITTLE STONE
 FZ2143'MOUNTAIN.  THE TOWER APPEARS AS A SMALL WHITE HOUSE ON A SHORT TOWER
 FZ2143'FROM A DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2939 ***********************************************************************
 FZ2939  DESIGNATION -  BUEL LEWIS RESET
 FZ2939  PID         -  FZ2939
 FZ2939  STATE/COUNTY-  TN/JOHNSON
 FZ2939  USGS QUAD   -  BALDWIN GAP (1959)
 FZ2939
 FZ2939                         *CURRENT SURVEY CONTROL
 FZ2939  ___________________________________________________________________
 FZ2939* NAD 83(1995)-  36 26 42.19363(N)    081 43 13.96243(W)     ADJUSTED  
 FZ2939* NAVD 88     -      1326.2    (meters)    4351.     (feet)  GPS OBS   
 FZ2939  ___________________________________________________________________
 FZ2939  X           -     739,858.624 (meters)                     COMP
 FZ2939  Y           -  -5,084,308.928 (meters)                     COMP
 FZ2939  Z           -   3,768,800.931 (meters)                     COMP
 FZ2939  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 FZ2939  ELLIP HEIGHT-        1295.25  (meters)          (03/13/03) GPS OBS
 FZ2939  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FZ2939
 FZ2939  HORZ ORDER  -  FIRST
 FZ2939  ELLP ORDER  -  FOURTH    CLASS II
 FZ2939
 FZ2939.The horizontal coordinates were established by GPS observations
 FZ2939.and adjusted by the National Geodetic Survey in March 2003..
 FZ2939
 FZ2939.The orthometric height was determined by GPS observations and a
 FZ2939.high-resolution geoid model.
 FZ2939
 FZ2939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2939
 FZ2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2939
 FZ2939.The ellipsoidal height was determined by GPS observations
 FZ2939.and is referenced to NAD 83.
 FZ2939
 FZ2939.The geoid height was determined by GEOID03.
 FZ2939
 FZ2939;                    North         East     Units Scale Factor Converg.
 FZ2939;SPC TN       -   242,685.796   983,551.508   MT  1.00000516   +2 30 19.3
 FZ2939;SPC TN       -   796,211.65  3,226,868.57   sFT  1.00000516   +2 30 19.3
 FZ2939;SPC NC       -   302,328.502   365,701.169   MT  1.00008960   -1 34 12.8
 FZ2939;SPC NC       -   991,889.43  1,199,804.59   sFT  1.00008960   -1 34 12.8
 FZ2939;UTM  17      - 4,033,554.479   435,425.324   MT  0.99965137   -0 25 41.0
 FZ2939
 FZ2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2939!SPC TN       -   0.99979676  x   1.00000516  =   0.99980192
 FZ2939!SPC NC       -   0.99979676  x   1.00008960  =   0.99988634
 FZ2939!UTM  17      -   0.99979676  x   0.99965137  =   0.99944820
 FZ2939
 FZ2939                          SUPERSEDED SURVEY CONTROL
 FZ2939
 FZ2939  NAD 83(1995)-  36 26 42.19419(N)    081 43 13.96174(W) AD(       ) 1
 FZ2939  ELLIP H (04/12/99) 1295.23   (m)                       GP(       ) 4 1
 FZ2939  NAD 83(1995)-  36 26 42.19839(N)    081 43 13.96563(W) AD(       ) 1
 FZ2939  NAD 83(1986)-  36 26 42.20490(N)    081 43 13.96508(W) AD(       ) 2
 FZ2939  NAD 83(1986)-  36 26 42.20490(N)    081 43 13.96508(W) AD(       ) 1
 FZ2939  NAD 83(1986)-  36 26 42.20716(N)    081 43 13.98407(W) AD(       ) 2
 FZ2939  NGVD 29 (09/17/93) 1326.2    (m)         4351.     (f) GPS OBS        
 FZ2939
 FZ2939.Superseded values are not recommended for survey control.
 FZ2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2939.See file dsdata.txt to determine how the superseded data were derived.
 FZ2939
 FZ2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3542533554(NAD 83)
 FZ2939_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2939_SETTING: 80 = SET IN A BOULDER
 FZ2939_SP_SET: IN DRILL HOLE IN A BOULDER
 FZ2939_STAMPING: BUEL LEWIS RESET 1991
 FZ2939_MARK LOGO: NCGS  
 FZ2939_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2939+STABILITY: SURFACE MOTION
 FZ2939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2939+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1994
 FZ2939
 FZ2939  HISTORY     - Date     Condition        Report By
 FZ2939  HISTORY     - 1991     MONUMENTED       NCGS
 FZ2939  HISTORY     - 19910708 SEE DESCRIPTION  NCGS
 FZ2939  HISTORY     - 19940602 GOOD             NCGS
 FZ2939
 FZ2939                          STATION DESCRIPTION
 FZ2939
 FZ2939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2939'RECOVERED AS DESCRIBED.
 FZ2939
 FZ2939                          STATION RECOVERY (1994)
 FZ2939
 FZ2939'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FZ2939'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1630 ***********************************************************************
 FD1630  DESIGNATION -  BUFFALO
 FD1630  PID         -  FD1630
 FD1630  STATE/COUNTY-  TN/HUMPHREYS
 FD1630  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1630
 FD1630                         *CURRENT SURVEY CONTROL
 FD1630  ___________________________________________________________________
 FD1630* NAD 83(1995)-  35 53 07.11262(N)    087 46 30.70184(W)     ADJUSTED  
 FD1630* NAVD 88     -       225.4    (meters)     739.     (feet)  VERTCON   
 FD1630  ___________________________________________________________________
 FD1630  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FD1630  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1630
 FD1630  HORZ ORDER  -  SECOND
 FD1630
 FD1630.The horizontal coordinates were established by classical geodetic methods
 FD1630.and adjusted by the National Geodetic Survey in April 1999..
 FD1630
 FD1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1630
 FD1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1630
 FD1630.The geoid height was determined by GEOID03.
 FD1630
 FD1630;                    North         East     Units Scale Factor Converg.
 FD1630;SPC TN       -   173,643.811   439,727.436   MT  0.99994880   -1 02 21.4
 FD1630;SPC TN       -   569,696.40  1,442,672.43   sFT  0.99994880   -1 02 21.4
 FD1630;UTM  16      - 3,971,505.129   430,031.825   MT  0.99966032   -0 27 15.9
 FD1630
 FD1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1630!SPC TN       -   0.99996909  x   0.99994880  =   0.99991789
 FD1630!UTM  16      -   0.99996909  x   0.99966032  =   0.99962942
 FD1630
 FD1630|---------------------------------------------------------------------|
 FD1630| PID    Reference Object                     Distance      Geod. Az  |
 FD1630|                                                           dddmmss.s |
 FD1630| CG4920 BUFFALO RM 1                         36.021 METERS 03312     |
 FD1630| CG4921 BUFFALO RM 2                         33.248 METERS 13321     |
 FD1630| FD1137 BUFFALO AZ MK                                      1970125.6 |
 FD1630| FD1134 COW                                 APPROX. 2.5 KM 2530023.4 |
 FD1630|---------------------------------------------------------------------|
 FD1630
 FD1630                          SUPERSEDED SURVEY CONTROL
 FD1630
 FD1630  NAD 83(1995)-  35 53 07.11423(N)    087 46 30.70562(W) AD(       ) 2
 FD1630  NAD 83(1986)-  35 53 07.12288(N)    087 46 30.70279(W) AD(       ) 2
 FD1630  NAD 27      -  35 53 06.89400(N)    087 46 30.61800(W) AD(       ) 2
 FD1630  NGVD 29 (07/19/86)  225.4    (m)          739.     (f) VERT ANG       
 FD1630
 FD1630.Superseded values are not recommended for survey control.
 FD1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1630.See file dsdata.txt to determine how the superseded data were derived.
 FD1630
 FD1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3003271505(NAD 83)
 FD1630_MARKER: DS = TRIANGULATION STATION DISK
 FD1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1630
 FD1630  HISTORY     - Date     Condition        Report By
 FD1630  HISTORY     - 1934     MONUMENTED       CGS
 FD1630  HISTORY     - 1959     GOOD             CGS
 FD1630  HISTORY     - 1967     GOOD             CGS
 FD1630  HISTORY     - 1973     GOOD             TVA
 FD1630
 FD1630                          STATION DESCRIPTION
 FD1630
 FD1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1630'ABOUT 1.75 MILES EAST OF BUFFALO POST OFFICE, ABOUT 0.25 MILE NORTH
 FD1630'OF BUFFALO-ONLY
 FD1630'ROAD, ON TOP OF FLAT WOODED KNOLL, ABOUT 50 YARDS
 FD1630'SOUTH OF DIM ROAD, AND 15.6 FEET
 FD1630'NORTH-NORTHEAST OF 8-INCH
 FD1630'TRIANGLE-BLAZED OAK TREE.  TO REACH FROM BUFFALO
 FD1630'POST OFFICE, GO EAST
 FD1630'2.0 MILES ON GRAVEL ROAD TO DIM CROSSROADS AND TRIANGLE-BLAZED TREE
 FD1630'ON LEFT AT TOP
 FD1630'OF GRADE, FOLLOW DIM ROAD TO LEFT 0.25 MILE TO BLAZED
 FD1630'TREE ON LEFT, AND THENCE UP
 FD1630'SLIGHT HILL TO LEFT TO TOP OF GRADE AND
 FD1630'STATION.  SURFACE AND UNDERGROUND MARKS ARE
 FD1630'STANDARD STATION DISKS IN
 FD1630'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FD1630'STANDARD
 FD1630'REFERENCE DISKS IN CONCRETE.  NO 1 IS ON DOWN SLOPE, 20
 FD1630'YARDS SOUTH OF DIM
 FD1630'ROAD, AND 118.19 FEET FROM STATION.
 FD1630'NO 2 IS ON DOWN SLOPE
 FD1630'AND 109.07 FEET FROM STATION IN
 FD1630'AZIMUTH MARK IS ABOUT 15
 FD1630'FEET NORTHWEST OF
 FD1630'CENTER LINE OF ROAD FROM BUFFALO TO STATION, 26 FEET SOUTHEAST OF
 FD1630'10-INCH OAK WITH
 FD1630'TRIANGULAR BLAZE, AND 0.25 MILE FROM STATION
 FD1630'S 17 DEG 01 MIN W.
 FD1630'AIRWAY BEACON NO 58 (SEE DESCRIPTION
 FD1630'THEREOF) IS 7.2 MILES FROM STATION S 22 DEG 14 MIN E.
 FD1630
 FD1630                          STATION RECOVERY (1959)
 FD1630
 FD1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1630'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1630'THE AZIMUTH MARK WAS
 FD1630'NOT OBSERVED BECAUSE OF HEAVY GROWTH OF TIMBER AND
 FD1630'NO SUITABLE LOCATION FOR A NEW
 FD1630'AZIMUTH MARK.  A NEW DESCRIPTION
 FD1630'FOLLOWS.
 FD1630'
 FD1630'THE STATION IS LOCATED ON A FLAT WOODED KNOLL, ABOUT 13.5 MILES SOUTH
 FD1630'OF WAVERLY AND ABOUT
 FD1630'1.8 MILES EAST OF THE VILLAGE OF BUFFALO.
 FD1630'
 FD1630'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 FD1630'STATE HIGHWAY NO 13 FOR
 FD1630'15.15 MILES TO A GRAVELED SIDE ROAD ON THE LEFT JUST BEFORE
 FD1630'REACHING AN ESSO SERVICE
 FD1630'STATION ON THE LEFT, TURN LEFT AND GO EAST
 FD1630'ON THE GRAVELED ROAD FOR 1.4 MILES TO THE
 FD1630'AZIMUTH MARK ON THE LEFT AS
 FD1630'DESCRIBED, CONTINUE EAST FOR 0.25 MILE TO A DIM TRACK ROAD
 FD1630'ON THE LEFT
 FD1630'JUST BEYOND THE CREST OF THE RIDGE, TURN SHARP LEFT AND GO
 FD1630'NORTHWEST ON THE TRACK
 FD1630'ROAD FOR 0.25 MILE TO THE STATION AS
 FD1630'DESCRIBED.
 FD1630'
 FD1630'STATION MARK IS LOCATED IN A SMALL CLEARING ABOUT 150 FEET SOUTH OF
 FD1630'THE DIM TRACK ROAD AND 2
 FD1630'FEET EAST OF A WITNESS SIGN.  THE MARK PROJECTS 8
 FD1630'INCHES ABOVE THE SURFACE OF THE
 FD1630'GROUND AND IS STAMPED BUFFALO 1934.
 FD1630'
 FD1630'REFERENCE MARK NO 1 IS 30 FEET SOUTH OF THE TRACK ROAD.  THE MARK
 FD1630'PROJECTS 8 INCHES ABOVE
 FD1630'THE SURFACE OF THE GROUND AND IS STAMPED BUFFALO NO 1 1934.
 FD1630'
 FD1630'REFERENCE MARK NO 2 IS 55 FEET SOUTHWEST OF THE DIM TRACK ROAD.  THE
 FD1630'MARK PROJECTS 6 INCHES
 FD1630'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FD1630'BUFFALO NO 2 1934.
 FD1630'
 FD1630'AZIMUTH MARK IS 128 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 26
 FD1630'FEET SOUTH EAST OF A
 FD1630'BLAZED OAK TREE AND 15 FEET NORTHWEST OF THE CENTER
 FD1630'OF AN OLD TRACK ROAD.  THE MARK
 FD1630'PROJECTS 8 INCHES ABOVE THE SURFACE
 FD1630'OF THE GROUND AND IS STAMPED BUFFALO 1934.
 FD1630'
 FD1630'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 FD1630
 FD1630                          STATION RECOVERY (1967)
 FD1630
 FD1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1630'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1959
 FD1630'RECOVERY NOTE.
 FD1630'DUE TO CHANGES IN ROADS, THE ORIGINAL 1959 TO-REACH
 FD1630'IS NO LONGER COMPLETELY ADEQUATE.
 FD1630'
 FD1630'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1630'
 FD1630'THE STATION IS LOCATED ON A RATHER FLAT TOPPED, HEAVILY WOODED KNOLL,
 FD1630'ABOUT 13.5 MILES
 FD1630'SOUTH OF WAVERLY, 10 MILES NORTH OF LOBELVILLE, AND
 FD1630'ABOUT 1.4 MILES WEST OF THE BUFFALO
 FD1630'INTERCHANGE ON INTERSTATE ROUTE
 FD1630'40.
 FD1630'
 FD1630'TO REACH FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1630'MILES NORTH OF
 FD1630'LOBELVILLE ON STATE ROUTE 13, GO NORTH ON STATE ROUTE
 FD1630'13 FOR 0.15 MILE TO A GRAVELED
 FD1630'ROAD ON THE RIGHT, TURN RIGHT AND GO
 FD1630'EASTERLY ON THIS GRAVELED ROAD FOR 1.3 MILES TO
 FD1630'THE AZIMUTH MARK ON
 FD1630'THE LEFT AS DESCRIBED.  CONTINUE EASTERLY ON THE GRAVELED ROAD FOR
 FD1630'0.2 MILE TO A
 FD1630'VERY DIM TRACK ROAD SHARP LEFT, TURN SHARP LEFT ON THIS
 FD1630'DIM TRACK ROAD AND GO NORTHWEST
 FD1630'AND NORTHERLY FOR ABOUT 0.5 MILE TO
 FD1630'THE SUMMIT OF THE KNOLL AND THE STATION SITE.
 FD1630'THIS IS A FOUR WHEEL
 FD1630'DRIVE.  IN WET WEATHER IT WILL BE NECESSARY TO PACK TO THE
 FD1630'STATION, ABOUT 10 MINUTES.
 FD1630'
 FD1630'STATION IS LOCATED IN A SMALL CLEARING ABOUT 150 FEET SOUTH OF THE
 FD1630'APPROXIMATE CENTER
 FD1630'OF THE DIM TRACK ROAD, 30 FEET NORTH OF AN 18-INCH
 FD1630'OAK TREE AND 1.9 FEET EAST OF A METAL
 FD1630'WITNESS POST AND SIGN.  IT IS A
 FD1630'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FD1630'CONCRETE MONUMENT
 FD1630'THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED BUFFALO 1934.
 FD1630'
 FD1630'REFERENCE MARK NO 1 IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FD1630'TRACK ROAD.  IT IS
 FD1630'A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1630'ROUND, CONCRETE MONUMENT THAT
 FD1630'PROJECTS 7 INCHES AND THE DISK IS
 FD1630'STAMPED BUFFALO NO 1 1934.
 FD1630'
 FD1630'REFERENCE MARK NO 2 IS 55 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1630'THE TRACK ROAD.
 FD1630'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1630'ROUND, CONCRETE MONUMENT THAT
 FD1630'PROJECTS 5 INCHES AND THE DISK IS
 FD1630'STAMPED BUFFALO NO 2 1934.
 FD1630'
 FD1630'DUE TO HEAVY UNDERGROWTH ON TOP OF THE KNOLL, NO EFFORT WAS MADE TO
 FD1630'MEASURE BETWEEN
 FD1630'THE REFERENCE MARKS.
 FD1630'
 FD1630'THE AZIMUTH MARK IS 52 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FD1630'GRAVELED ROAD, 25
 FD1630'FEET WEST OF A 16-INCH, TRIANGLE BLAZED OAK TREE,
 FD1630'1.6 FEET SOUTH OF A METAL WITNESS
 FD1630'POST AND SIGN, AND ON THE NORTH
 FD1630'SLOPE OF A CUT ABOUT 5 FEET ABOVE THE LEVEL OF THE
 FD1630'ROAD.  IT IS A
 FD1630'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1630'THAT PROJECTS
 FD1630'ABOUT 5 INCHES AND THE DISK IS STAMPED BUFFALO 1934.
 FD1630'THE AZIMUTH MARK IS
 FD1630'NOT VISIBLE FROM THE STATION DUE TO
 FD1630'THE HEAVY WOODS ON LINE.
 FD1630'
 FD1630'THIS WAS NOT AN OCCUPIED STATION.
 FD1630
 FD1630                          STATION RECOVERY (1973)
 FD1630
 FD1630'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1630'BUFFALO RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1630'
 FD1630'ADD TO DESCRIPTION
 FD1630'STATION IS 1.4 MI. EAST ALONG ASPHALT AND GRAVEL
 FD1630'ROAD FROM HIGHWAY 13 AND (NEW BUFFALO).  ABOUT 0.2 MI NORTH OF I-40
 FD1630'INTERSTATE HIGHWAY.
 FD1630'
 FD1630'BUFFALO AZI. RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1630'
 FD1630'ADD TO DESCRIPTION.
 FD1630'STATION IS 1.4 MI. EAST ALONG ASPHALT AND GRAVEL
 FD1630'ROAD FROM HIGHWAY 13, AND ABOUT 150.0 FT NORTH OF I-40 ABOUT 52.0
 FD1630'FT NORTH OF CENTERLINE GRAVEL ROAD, AND ABOUT 5.0 FT ABOVE ROAD.
 FD1630'26.0 FT S 35 W. FROM 16 INCH POST OAK.  125.0 FT WEST OF POWERLINE.
 FD1630'
 FD1630'USC AND GS POST AND SIGN.
 FD1630'
 FD1630'BUFFALO RM 1 RECOVERED IN GOOD CONDITION.  GOOD AS DESCRIBED IN
 FD1630'BULLINGTON.
 FD1630'
 FD1630'BUFFALO, RM 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1630'
 FD1630'DISTANCE AND DIRECTION FROM NEAREST TOWN--13.5 MI. SOUTH OF
 FD1630'WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1137 ***********************************************************************
 FD1137  DESIGNATION -  BUFFALO AZ MK
 FD1137  PID         -  FD1137
 FD1137  STATE/COUNTY-  TN/HUMPHREYS
 FD1137  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1137
 FD1137                         *CURRENT SURVEY CONTROL
 FD1137  ___________________________________________________________________
 FD1137* NAD 83(1986)-  35 52 57.     (N)    087 46 35.     (W)     SCALED    
 FD1137* NAVD 88     -       183.052  (meters)     600.56   (feet)  ADJUSTED  
 FD1137  ___________________________________________________________________
 FD1137  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1137  DYNAMIC HT  -         182.895 (meters)     600.05  (feet)  COMP
 FD1137  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 FD1137
 FD1137  VERT ORDER  -  SECOND    CLASS 0
 FD1137
 FD1137.The horizontal coordinates were scaled from a topographic map and have
 FD1137.an estimated accuracy of +/- 6 seconds.
 FD1137
 FD1137.The orthometric height was determined by differential leveling
 FD1137.and adjusted by the National Geodetic Survey in June 1991..
 FD1137
 FD1137.The geoid height was determined by GEOID03.
 FD1137
 FD1137.The dynamic height is computed by dividing the NAVD 88
 FD1137.geopotential number by the normal gravity value computed on the
 FD1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1137.degrees latitude (g = 980.6199 gals.).
 FD1137
 FD1137.The modeled gravity was interpolated from observed gravity values.
 FD1137
 FD1137;                    North         East    Units  Estimated Accuracy
 FD1137;SPC TN       -   173,330.      439,610.      MT  (+/- 180 meters Scaled)
 FD1137
 FD1137                          SUPERSEDED SURVEY CONTROL
 FD1137
 FD1137  NGVD 29 (??/??/92)  183.086  (m)          600.67   (f) ADJ UNCH    2 0
 FD1137
 FD1137.Superseded values are not recommended for survey control.
 FD1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1137.See file dsdata.txt to determine how the superseded data were derived.
 FD1137
 FD1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE299711(NAD 83)
 FD1137_MARKER: DZ = AZIMUTH MARK DISK
 FD1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1137_STAMPING: BUFFALO 1934
 FD1137_MARK LOGO: CGS   
 FD1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1137+STABILITY: SURFACE MOTION
 FD1137
 FD1137  HISTORY     - Date     Condition        Report By
 FD1137  HISTORY     - 1934     MONUMENTED       CGS
 FD1137  HISTORY     - 1967     GOOD             NGS
 FD1137
 FD1137                          STATION DESCRIPTION
 FD1137
 FD1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1137'1.8 MI E FROM BUFFALO.
 FD1137'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1137'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON STATE
 FD1137'ROUTE 13 FOR ABOUT 0.15 MILE TO A GRAVELED ROAD ON THE RIGHT.
 FD1137'HERE TURN RIGHT AND GO EAST FOR 1.3 MILES TO THE MARK ON THE
 FD1137'LEFT AS DESCRIBED.  IT IS 52 FEET NORTH OF THE APPROXIMATE
 FD1137'CENTER OF THE GRAVELED ROAD, 25 FEET WEST OF A 16-INCH, TRIANGLE
 FD1137'BLAZED OAK TREE, 1.6 FEET SOUTH OF A METAL WITNESS POST AND
 FD1137'SIGN, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A
 FD1137'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1137'MONUMENT THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 FD1137'BUFFALO 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3381 ***********************************************************************
 GA3381  DESIGNATION -  BUFFALO HIGH POINT FIRE LOT
 GA3381  PID         -  GA3381
 GA3381  STATE/COUNTY-  TN/UNICOI
 GA3381  USGS QUAD   -  UNICOI (1978)
 GA3381
 GA3381                         *CURRENT SURVEY CONTROL
 GA3381  ___________________________________________________________________
 GA3381* NAD 83(1995)-  36 13 02.08358(N)    082 22 14.03465(W)     ADJUSTED  
 GA3381* NAVD 88     -                                                        
 GA3381  ___________________________________________________________________
 GA3381  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GA3381  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA3381
 GA3381  HORZ ORDER  -  THIRD
 GA3381
 GA3381.The horizontal coordinates were established by classical geodetic methods
 GA3381.and adjusted by the National Geodetic Survey in April 1999..
 GA3381
 GA3381
 GA3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3381
 GA3381.The geoid height was determined by GEOID03.
 GA3381
 GA3381;                    North         East     Units Scale Factor Converg.
 GA3381;SPC TN       -   215,070.619   926,258.986   MT  0.99997070   +2 07 29.3
 GA3381;SPC TN       -   705,610.86  3,038,901.36   sFT  0.99997070   +2 07 29.3
 GA3381;UTM  17      - 4,008,915.240   376,810.324   MT  0.99978698   -0 48 35.6
 GA3381
 GA3381                          SUPERSEDED SURVEY CONTROL
 GA3381
 GA3381  NAD 83(1995)-  36 13 02.08642(N)    082 22 14.03687(W) AD(       ) 4
 GA3381  NAD 83(1995)-  36 13 02.08521(N)    082 22 14.03976(W) AD(       ) 4
 GA3381  NAD 83(1995)-  36 13 02.07743(N)    082 22 14.04420(W) AD(       ) 4
 GA3381  NAD 83(1986)-  36 13 02.08395(N)    082 22 14.05193(W) AD(       ) 4
 GA3381  NAD 27      -  36 13 01.67300(N)    082 22 14.55700(W) AD(       ) 3
 GA3381
 GA3381.Superseded values are not recommended for survey control.
 GA3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3381.See file dsdata.txt to determine how the superseded data were derived.
 GA3381
 GA3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7681008915(NAD 83)
 GA3381_MARKER: 57 = LOOKOUT TOWER
 GA3381_MARK LOGO: NCGS  
 GA3381_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3381
 GA3381  HISTORY     - Date     Condition        Report By
 GA3381  HISTORY     - 1934     FIRST OBSERVED   NCGS
 GA3381  HISTORY     - 19820101 GOOD             NCGS
 GA3381
 GA3381                          STATION DESCRIPTION
 GA3381
 GA3381'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1761 ***********************************************************************
 GB1761  DESIGNATION -  BUFFALO VALLEY
 GB1761  PID         -  GB1761
 GB1761  STATE/COUNTY-  TN/PUTNAM
 GB1761  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1761
 GB1761                         *CURRENT SURVEY CONTROL
 GB1761  ___________________________________________________________________
 GB1761* NAD 83(1995)-  36 08 14.04666(N)    085 47 07.02867(W)     ADJUSTED  
 GB1761* NAVD 88     -       228.752  (meters)     750.50   (feet)  ADJUSTED  
 GB1761  ___________________________________________________________________
 GB1761  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GB1761  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1761  DYNAMIC HT  -         228.554 (meters)     749.85  (feet)  COMP
 GB1761  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GB1761
 GB1761  HORZ ORDER  -  SECOND
 GB1761  VERT ORDER  -  SECOND    CLASS 0
 GB1761
 GB1761.The horizontal coordinates were established by classical geodetic methods
 GB1761.and adjusted by the National Geodetic Survey in April 1999..
 GB1761
 GB1761.The orthometric height was determined by differential leveling
 GB1761.and adjusted by the National Geodetic Survey in June 1991..
 GB1761
 GB1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1761
 GB1761.The geoid height was determined by GEOID03.
 GB1761
 GB1761.The dynamic height is computed by dividing the NAVD 88
 GB1761.geopotential number by the normal gravity value computed on the
 GB1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1761.degrees latitude (g = 980.6199 gals.).
 GB1761
 GB1761.The modeled gravity was interpolated from observed gravity values.
 GB1761
 GB1761;                    North         East     Units Scale Factor Converg.
 GB1761;SPC TN       -   200,163.641   619,325.089   MT  0.99996236   +0 07 32.5
 GB1761;SPC TN       -   656,703.55  2,031,902.40   sFT  0.99996236   +0 07 32.5
 GB1761;UTM  16      - 3,999,853.288   609,291.828   MT  0.99974718   +0 42 59.1
 GB1761
 GB1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1761!SPC TN       -   0.99996874  x   0.99996236  =   0.99993110
 GB1761!UTM  16      -   0.99996874  x   0.99974718  =   0.99971593
 GB1761
 GB1761|---------------------------------------------------------------------|
 GB1761| PID    Reference Object                     Distance      Geod. Az  |
 GB1761|                                                           dddmmss.s |
 GB1761| GB1760 BUFFALO VALLEY RM 1                   8.170 METERS 16756     |
 GB1761| GB1759 BUFFALO VALLEY AZ MK                               2781621.8 |
 GB1761| GB1762 BUFFALO VALLEY RM 2                   9.209 METERS 35734     |
 GB1761|---------------------------------------------------------------------|
 GB1761
 GB1761                          SUPERSEDED SURVEY CONTROL
 GB1761
 GB1761  NAD 83(1995)-  36 08 14.04880(N)    085 47 07.03295(W) AD(       ) 2
 GB1761  NAD 83(1995)-  36 08 14.04865(N)    085 47 07.03264(W) AD(       ) 2
 GB1761  NAD 83(1986)-  36 08 14.05893(N)    085 47 07.02823(W) AD(       ) 2
 GB1761  NAD 27      -  36 08 13.84270(N)    085 47 07.07260(W) AD(       ) 2
 GB1761  NGVD 29 (??/??/92)  228.822  (m)          750.73   (f) ADJ UNCH    2 0
 GB1761
 GB1761.Superseded values are not recommended for survey control.
 GB1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1761.See file dsdata.txt to determine how the superseded data were derived.
 GB1761
 GB1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0929299853(NAD 83)
 GB1761_MARKER: DE = TRAVERSE STATION DISK
 GB1761_SETTING: 66 = SET IN ROCK OUTCROP
 GB1761_SP_SET: BEDROCK
 GB1761_STAMPING: BUFFALO VALLEY 1960
 GB1761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1761+STABILITY: POSITION/ELEVATION WELL
 GB1761
 GB1761  HISTORY     - Date     Condition        Report By
 GB1761  HISTORY     - 1960     MONUMENTED       CGS
 GB1761  HISTORY     - 1961     GOOD             CGS
 GB1761  HISTORY     - 1963     GOOD             CGS
 GB1761  HISTORY     - 20060904 MARK NOT FOUND   INDIV
 GB1761
 GB1761                          STATION DESCRIPTION
 GB1761
 GB1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1761'THE STATION IS ABOUT 3 MILES SOUTH OF U.S. HIGHWAY 7ON AND ABOUT 0.2
 GB1761'MILE NORTH OF BUFFALO VALLEY.
 GB1761'
 GB1761'TO REACH THE STATION FROM THE POST OFFICE IN BUFFALO VALLEY, GO W FOR
 GB1761'0.1 MI TO A T INTERSECTION, TURN RIGHT, N, AND GO 0.1 MILE TO
 GB1761'A BRIDGE AND THE AZIMUTH MARK, CONTINUE NORTH FOR 0.1 MILE TO THE
 GB1761'NORTH SIDE OF INTERSTATE HIGHWAY 40, PACK EAST, FROM THIS POINT,
 GB1761'UP HILL FOR ABOUT 0.05 MILE TO THE STATION.
 GB1761'
 GB1761'THE STATION IS 54 FEET SOUTHWEST OF A 30 INCH TRIANGLE BLAZED TREE,
 GB1761'26 FEET SOUTH OF A FENCE LINE AND 3.3 FEET NORTH OF A WITNESS POST.
 GB1761'IT IS A STANDARD TRAVERSE DISK CEMENTED IN A DRILL HOLE IN
 GB1761'OUTCROPPING BEDROCK, FLUSH, AND STAMPED BUFFALO VALLEY 1960.
 GB1761'
 GB1761'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF A FENCE LINE. IT IS A
 GB1761'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 GB1761'FLUSH, AND STAMPED BUFFALO VALLEY NO 1 1960.
 GB1761'
 GB1761'REFERENCE MARK NO. 2 IS 7 FEET SOUTH OF A FENCE LINE. IT IS A
 GB1761'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 GB1761'FLUSH, AND STAMPED BUFFALO VALLEY NO 2 1960.
 GB1761'
 GB1761'THE AZIMUTH MARK IS 16 FEET WEST OF THE CENTER OF A BRIDGE AND 10
 GB1761'FEET SOUTH OF A FENCE CORNER. IT IS A STANDARD DISK CEMENTED IN A
 GB1761'DRILL HOLE IN A CONCRETE BRIDGE ABUTMENT, AND IS STAMPED BUFFALO
 GB1761'VALLEY 1960.
 GB1761
 GB1761                          STATION RECOVERY (1961)
 GB1761
 GB1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB1761'0.2 MI N FROM BUFFALO VALLEY.
 GB1761'FROM THE POST OFFICE IN BUFFALO VALLEY, GO WEST FOR 0.1 MILE
 GB1761'TO A T INTERSECTION, THEN 0.2 MILE NORTH TO THE NORTH SIDE OF
 GB1761'INTERSTATE HIGHWAY 40, THEN GO ABOUT 0.1 MILE EAST TO THE
 GB1761'CREST OF A STEEP HILL AND THE STATION.  THE STATION IS 54 FT.
 GB1761'SOUTHWEST OF A 30 INCH TRIANGLE GLAZED TREE, 26 FT. SOUTH
 GB1761'OF A FENCE AND 3.3 FT. NORTH OF A WITNESS SIGN.  THE DISK IS
 GB1761'CEMENTED IN OUTCROPPING BEDROCK, AND IS ABOUT 200 FT. ABOVE
 GB1761'THE LEVEL OF THE INTERSTATE HIGHWAY 40.
 GB1761
 GB1761                          STATION RECOVERY (1963)
 GB1761
 GB1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB1761'STATION, RM NO. 1, AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 GB1761'GOOD CONDITION.  NO SEARCH WAS MADE FOR RM NO. 2.  WITNESS POSTS
 GB1761'AS GONE.
 GB1761'
 GB1761'1960 ROUTE DESCRIPTION ADEQUATE.
 GB1761
 GB1761                          STATION RECOVERY (2006)
 GB1761
 GB1761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1759 ***********************************************************************
 GB1759  DESIGNATION -  BUFFALO VALLEY AZ MK
 GB1759  PID         -  GB1759
 GB1759  STATE/COUNTY-  TN/PUTNAM
 GB1759  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1759
 GB1759                         *CURRENT SURVEY CONTROL
 GB1759  ___________________________________________________________________
 GB1759* NAD 83(1986)-  36 08 15.     (N)    085 47 20.     (W)     SCALED    
 GB1759* NAVD 88     -       156.194  (meters)     512.45   (feet)  ADJUSTED  
 GB1759  ___________________________________________________________________
 GB1759  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1759  DYNAMIC HT  -         156.058 (meters)     512.00  (feet)  COMP
 GB1759  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 GB1759
 GB1759  VERT ORDER  -  SECOND    CLASS 0
 GB1759
 GB1759.The horizontal coordinates were scaled from a topographic map and have
 GB1759.an estimated accuracy of +/- 6 seconds.
 GB1759
 GB1759.The orthometric height was determined by differential leveling
 GB1759.and adjusted by the National Geodetic Survey in June 1991..
 GB1759
 GB1759.The geoid height was determined by GEOID03.
 GB1759
 GB1759.The dynamic height is computed by dividing the NAVD 88
 GB1759.geopotential number by the normal gravity value computed on the
 GB1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1759.degrees latitude (g = 980.6199 gals.).
 GB1759
 GB1759.The modeled gravity was interpolated from observed gravity values.
 GB1759
 GB1759;                    North         East    Units  Estimated Accuracy
 GB1759;SPC TN       -   200,190.      619,000.      MT  (+/- 180 meters Scaled)
 GB1759
 GB1759                          SUPERSEDED SURVEY CONTROL
 GB1759
 GB1759  NGVD 29 (??/??/92)  156.263  (m)          512.67   (f) ADJ UNCH    2 0
 GB1759
 GB1759.Superseded values are not recommended for survey control.
 GB1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1759.See file dsdata.txt to determine how the superseded data were derived.
 GB1759
 GB1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE089998(NAD 83)
 GB1759_MARKER: DZ = AZIMUTH MARK DISK
 GB1759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1759_SP_SET: BRIDGE
 GB1759_STAMPING: BUFFALO VALLEY 1960
 GB1759_MARK LOGO: CGS   
 GB1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1759
 GB1759  HISTORY     - Date     Condition        Report By
 GB1759  HISTORY     - 1960     MONUMENTED       CGS
 GB1759
 GB1759                          STATION DESCRIPTION
 GB1759
 GB1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1759'AT BUFFALO VALLEY.
 GB1759'FROM THE POST OFFICE IN BUFFALO VALLEY, GO WEST FOR 0.1 MILE TO
 GB1759'A T INTERSECTION, THEN GO NORTH FOR 0.1 MILE TO A CONCRETE
 GB1759'BRIDGE.  THE AZIMUTH MARK IS 16 FT. WEST OF THE CENTER OF THE
 GB1759'BRIDGE AND 10 FT. SOUTH OF A FENCE CORNER.  THE DISK IS CEMENTED
 GB1759'IN A DRILL HOLE IN TOP OF THE WEST CONCRETE WINGWALL AT THE NORTH
 GB1759'END OF THE BRIDGE AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1760 ***********************************************************************
 GB1760  DESIGNATION -  BUFFALO VALLEY RM 1
 GB1760  PID         -  GB1760
 GB1760  STATE/COUNTY-  TN/PUTNAM
 GB1760  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1760
 GB1760                         *CURRENT SURVEY CONTROL
 GB1760  ___________________________________________________________________
 GB1760* NAD 83(1986)-  36 08 13.     (N)    085 47 07.     (W)     SCALED    
 GB1760* NAVD 88     -       228.367  (meters)     749.23   (feet)  ADJUSTED  
 GB1760  ___________________________________________________________________
 GB1760  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1760  DYNAMIC HT  -         228.170 (meters)     748.59  (feet)  COMP
 GB1760  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GB1760
 GB1760  VERT ORDER  -  SECOND    CLASS 0
 GB1760
 GB1760.The horizontal coordinates were scaled from a topographic map and have
 GB1760.an estimated accuracy of +/- 6 seconds.
 GB1760
 GB1760.The orthometric height was determined by differential leveling
 GB1760.and adjusted by the National Geodetic Survey in June 1991..
 GB1760
 GB1760.The geoid height was determined by GEOID03.
 GB1760
 GB1760.The dynamic height is computed by dividing the NAVD 88
 GB1760.geopotential number by the normal gravity value computed on the
 GB1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1760.degrees latitude (g = 980.6199 gals.).
 GB1760
 GB1760.The modeled gravity was interpolated from observed gravity values.
 GB1760
 GB1760;                    North         East    Units  Estimated Accuracy
 GB1760;SPC TN       -   200,130.      619,330.      MT  (+/- 180 meters Scaled)
 GB1760
 GB1760                          SUPERSEDED SURVEY CONTROL
 GB1760
 GB1760  NGVD 29 (??/??/92)  228.438  (m)          749.47   (f) ADJ UNCH    2 0
 GB1760
 GB1760.Superseded values are not recommended for survey control.
 GB1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1760.See file dsdata.txt to determine how the superseded data were derived.
 GB1760
 GB1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE092998(NAD 83)
 GB1760_MARKER: DR = REFERENCE MARK DISK
 GB1760_SETTING: 66 = SET IN ROCK OUTCROP
 GB1760_SP_SET: BEDROCK
 GB1760_STAMPING: BUFFALO VALLEY NO 2 1960
 GB1760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1760+STABILITY: POSITION/ELEVATION WELL
 GB1760
 GB1760  HISTORY     - Date     Condition        Report By
 GB1760  HISTORY     - 1960     MONUMENTED       CGS
 GB1760  HISTORY     - 20060904 MARK NOT FOUND   INDIV
 GB1760
 GB1760                          STATION DESCRIPTION
 GB1760
 GB1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1760'0.2 MI N FROM BUFFALO VALLEY.
 GB1760'THIS MARK IS LOCATED AT THE BUFFALO VALLEY 1960 STATION SITE, 27
 GB1760'FT. SOUTHEAST OF THE STATION MARK, 39 FT. SOUTH OF A FENCE.  THE
 GB1760'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GB1760
 GB1760                          STATION RECOVERY (2006)
 GB1760
 GB1760'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB1760'PROBABLY DESTROYED DUE TO NEW ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1762 ***********************************************************************
 GB1762  DESIGNATION -  BUFFALO VALLEY RM 2
 GB1762  PID         -  GB1762
 GB1762  STATE/COUNTY-  TN/PUTNAM
 GB1762  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1762
 GB1762                         *CURRENT SURVEY CONTROL
 GB1762  ___________________________________________________________________
 GB1762* NAD 83(1986)-  36 08 13.     (N)    085 47 07.     (W)     SCALED    
 GB1762* NAVD 88     -       228.916  (meters)     751.04   (feet)  ADJUSTED  
 GB1762  ___________________________________________________________________
 GB1762  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1762  DYNAMIC HT  -         228.718 (meters)     750.39  (feet)  COMP
 GB1762  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GB1762
 GB1762  VERT ORDER  -  SECOND    CLASS 0
 GB1762
 GB1762.The horizontal coordinates were scaled from a topographic map and have
 GB1762.an estimated accuracy of +/- 6 seconds.
 GB1762
 GB1762.The orthometric height was determined by differential leveling
 GB1762.and adjusted by the National Geodetic Survey in June 1991..
 GB1762
 GB1762.The geoid height was determined by GEOID03.
 GB1762
 GB1762.The dynamic height is computed by dividing the NAVD 88
 GB1762.geopotential number by the normal gravity value computed on the
 GB1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1762.degrees latitude (g = 980.6199 gals.).
 GB1762
 GB1762.The modeled gravity was interpolated from observed gravity values.
 GB1762
 GB1762;                    North         East    Units  Estimated Accuracy
 GB1762;SPC TN       -   200,130.      619,330.      MT  (+/- 180 meters Scaled)
 GB1762
 GB1762                          SUPERSEDED SURVEY CONTROL
 GB1762
 GB1762  NGVD 29 (??/??/92)  228.986  (m)          751.26   (f) ADJ UNCH    2 0
 GB1762
 GB1762.Superseded values are not recommended for survey control.
 GB1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1762.See file dsdata.txt to determine how the superseded data were derived.
 GB1762
 GB1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE092998(NAD 83)
 GB1762_MARKER: DR = REFERENCE MARK DISK
 GB1762_SETTING: 66 = SET IN ROCK OUTCROP
 GB1762_SP_SET: BEDROCK
 GB1762_STAMPING: BUFFALO VALLEY NO 2 1960
 GB1762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1762+STABILITY: POSITION/ELEVATION WELL
 GB1762
 GB1762  HISTORY     - Date     Condition        Report By
 GB1762  HISTORY     - 1960     MONUMENTED       CGS
 GB1762
 GB1762                          STATION DESCRIPTION
 GB1762
 GB1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1762'0.2 MI N FROM BUFFALO VALLEY.
 GB1762'THIS MARK IS LOCATED AT THE BUFFALO VALLEY 1960 STATION SITE,
 GB1762'30.2 FT. NORTH OF THE STATION MARK AND 7 FT. SOUTH OF A FENCE.
 GB1762'THE DISK IS CEMENTED IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2597 ***********************************************************************
 GB2597  DESIGNATION -  BULLEN
 GB2597  PID         -  GB2597
 GB2597  STATE/COUNTY-  TN/MORGAN
 GB2597  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2597
 GB2597                         *CURRENT SURVEY CONTROL
 GB2597  ___________________________________________________________________
 GB2597* NAD 83(1995)-  36 05 34.63936(N)    084 32 31.49336(W)     ADJUSTED  
 GB2597* NAVD 88     -       404.5    (meters)    1327.     (feet)  VERTCON   
 GB2597  ___________________________________________________________________
 GB2597  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 GB2597  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB2597
 GB2597  HORZ ORDER  -  SECOND
 GB2597
 GB2597.The horizontal coordinates were established by classical geodetic methods
 GB2597.and adjusted by the National Geodetic Survey in April 1999..
 GB2597
 GB2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2597
 GB2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2597
 GB2597.The geoid height was determined by GEOID03.
 GB2597
 GB2597;                    North         East     Units Scale Factor Converg.
 GB2597;SPC TN       -   196,207.192   731,286.577   MT  0.99995858   +0 51 12.7
 GB2597;SPC TN       -   643,723.10  2,399,229.38   sFT  0.99995858   +0 51 12.7
 GB2597;UTM  16      - 3,997,055.773   721,287.033   MT  1.00020340   +1 26 54.7
 GB2597
 GB2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2597!SPC TN       -   0.99994115  x   0.99995858  =   0.99989973
 GB2597!UTM  16      -   0.99994115  x   1.00020340  =   1.00014453
 GB2597
 GB2597|---------------------------------------------------------------------|
 GB2597| PID    Reference Object                     Distance      Geod. Az  |
 GB2597|                                                           dddmmss.s |
 GB2597| DB8884 BULLEN RM 1                          10.438 METERS 16349     |
 GB2597| DB8883 BULLEN AZ MK                                       2914902.6 |
 GB2597| DB8885 BULLEN RM 2                           5.618 METERS 31136     |
 GB2597|---------------------------------------------------------------------|
 GB2597
 GB2597                          SUPERSEDED SURVEY CONTROL
 GB2597
 GB2597  NAD 83(1995)-  36 05 34.64519(N)    084 32 31.49421(W) AD(       ) 2
 GB2597  NAD 83(1995)-  36 05 34.64787(N)    084 32 31.49514(W) AD(       ) 2
 GB2597  NAD 83(1986)-  36 05 34.65116(N)    084 32 31.49277(W) AD(       ) 2
 GB2597  NAD 27      -  36 05 34.37883(N)    084 32 31.72215(W) AD(       ) 2
 GB2597  NGVD 29 (07/19/86)  404.6    (m)         1327.     (f) VERT ANG       
 GB2597
 GB2597.Superseded values are not recommended for survey control.
 GB2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2597.See file dsdata.txt to determine how the superseded data were derived.
 GB2597
 GB2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2128797056(NAD 83)
 GB2597_MARKER: DD = SURVEY DISK
 GB2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2597
 GB2597  HISTORY     - Date     Condition        Report By
 GB2597  HISTORY     - 1965     MONUMENTED       TNHD
 GB2597
 GB2597                          STATION DESCRIPTION
 GB2597
 GB2597'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2597'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF WARTBURG.
 GB2597'
 GB2597'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG, GO 0.3 MILE
 GB2597'EAST ON U.S. HIGHWAY 27 AND STATE ROUTE 62 TO A JUNCTION, TURN
 GB2597'LEFT, EAST-SOUTHEAST, AND GO 2.5 MILES TO THE AZIMUTH MARK ON THE
 GB2597'LEFT, CONTINUE STRAIGHT AHEAD ON STATE ROUTE 62 FOR 0.6 MILE TO A
 GB2597'GRAVELED DRIVE ON THE LEFT, TURN LEFT, NORTH, AND GO 0.1 MILE TO THE
 GB2597'REAR OF A ROCK HOUSE AN THE STATION ON THE LEFT AS DESCRIBED.
 GB2597'
 GB2597'THE STATION MARK IS 44 FEET SOUTH OF A BARBED WIRE FENCE, 40.5 FEET
 GB2597'NORTHEAST OF THE NORTHEAST CORNER OF THE ROCK HOUSE AND 20 FEET
 GB2597'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE.  THE SURFACE
 GB2597'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2597'DISKS AND THE DISKS ARE STAMPED BULLEN 1965.  THE UNDERGROUND MARK IS
 GB2597'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GB2597'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2597'
 GB2597'REFERENCE MARK NO. 1 IS 27.8 FEET EAST OF THE NORTHEAST CORNER OF THE
 GB2597'HOUSE, 11 FEET EAST OF A 3-INCH WALNUT TREE AND 11 FEET SOUTH OF
 GB2597'THE APPROXIMATE CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD
 GB2597'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2597'CONCRETE MONUMENT AND THE DISK IS STAMPED BULLEN RM-1 1965.
 GB2597'
 GB2597'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF THE BARBED WIRE FENCE, 31
 GB2597'FEET NORTH OF THE APPROXIMATE CENTER OF THE DRIVE AND 1 FOOT
 GB2597'NORTHEAST OF A FENCE POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2597'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GB2597'AND THE DISK IS STAMPED BULLEN RM-2 1965.
 GB2597'
 GB2597'THE AZIMUTH MARK IS 36 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2597'STATE ROUTE 62, 15 FEET WEST OF A POWER POLE, 12 FEET SOUTHWEST
 GB2597'OF A BARBED WIRE FENCE AROUND THE BRUSHY MOUNTAIN STATE HONOR FARM
 GB2597'AND 9 FEET NORTHEAST OF A TELEPHONE POLE.  IT IS A STANDARD
 GB2597'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2597'CONCRETE, MONUMENT AND THE DISK IS STAMPED BULLEN AZI 1965.
 GB2597'
 GB2597'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2597'
 GB2597'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1841 ***********************************************************************
 FC1841  DESIGNATION -  BUNCOMBE
 FC1841  PID         -  FC1841
 FC1841  STATE/COUNTY-  TN/HAMILTON
 FC1841  USGS QUAD   -  SNOW HILL (1980)
 FC1841
 FC1841                         *CURRENT SURVEY CONTROL
 FC1841  ___________________________________________________________________
 FC1841* NAD 83(1995)-  35 08 56.98455(N)    085 01 26.49886(W)     ADJUSTED  
 FC1841* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 FC1841  ___________________________________________________________________
 FC1841  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FC1841  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1841
 FC1841  HORZ ORDER  -  SECOND
 FC1841
 FC1841.The horizontal coordinates were established by classical geodetic methods
 FC1841.and adjusted by the National Geodetic Survey in April 1999..
 FC1841
 FC1841.The orthometric height was scaled from a topographic map.
 FC1841
 FC1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1841
 FC1841.The geoid height was determined by GEOID03.
 FC1841
 FC1841;                    North         East     Units Scale Factor Converg.
 FC1841;SPC TN       -    90,960.525   688,933.009   MT  1.00001933   +0 34 16.9
 FC1841;SPC TN       -   298,426.32  2,260,274.38   sFT  1.00001933   +0 34 16.9
 FC1841;UTM  16      - 3,891,372.086   679,995.074   MT  0.99999929   +1 08 16.4
 FC1841
 FC1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1841!SPC TN       -   0.99993315  x   1.00001933  =   0.99995248
 FC1841!UTM  16      -   0.99993315  x   0.99999929  =   0.99993244
 FC1841
 FC1841:                Primary Azimuth Mark                     Grid Az
 FC1841:SPC TN       -  GEORGETOWN                               022 19 07.7
 FC1841:UTM  16      -  GEORGETOWN                               021 45 08.2
 FC1841
 FC1841|---------------------------------------------------------------------|
 FC1841| PID    Reference Object                     Distance      Geod. Az  |
 FC1841|                                                           dddmmss.s |
 FC1841| FC1801 GEORGETOWN                          APPROX.13.6 KM 0225324.6 |
 FC1841| FC1842 BUNCOMBE RM 4                        10.716 METERS 10143     |
 FC1841| CG4926 BUNCOMBE RM 3                         8.626 METERS 12825     |
 FC1841| CG4924 BUNCOMBE RM 1 AZIMUTH                92.217 METERS 18951     |
 FC1841| CG4925 BUNCOMBE RM 2                        32.903 METERS 26657     |
 FC1841| CG4923 BUNCOMBE AZ MK                                     2911959.8 |
 FC1841|---------------------------------------------------------------------|
 FC1841
 FC1841                          SUPERSEDED SURVEY CONTROL
 FC1841
 FC1841  NAD 83(1995)-  35 08 56.98566(N)    085 01 26.49976(W) AD(       ) 2
 FC1841  NAD 83(1995)-  35 08 56.98553(N)    085 01 26.50112(W) AD(       ) 2
 FC1841  NAD 83(1995)-  35 08 56.98604(N)    085 01 26.49964(W) AD(       ) 2
 FC1841  NAD 83(1986)-  35 08 56.98682(N)    085 01 26.49817(W) AD(       ) 2
 FC1841  NAD 27      -  35 08 56.72200(N)    085 01 26.67600(W) AD(       ) 2
 FC1841
 FC1841.Superseded values are not recommended for survey control.
 FC1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1841.See file dsdata.txt to determine how the superseded data were derived.
 FC1841
 FC1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7999591372(NAD 83)
 FC1841_MARKER: DS = TRIANGULATION STATION DISK
 FC1841_SETTING: 80 = SET IN A BOULDER
 FC1841_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FC1841
 FC1841  HISTORY     - Date     Condition        Report By
 FC1841  HISTORY     - 1934     MONUMENTED       CGS
 FC1841  HISTORY     - 1935     GOOD             CGS
 FC1841  HISTORY     - 1949     GOOD             TVA
 FC1841  HISTORY     - 1961     GOOD             CGS
 FC1841  HISTORY     - 1975     GOOD             NGS
 FC1841  HISTORY     - 1978     MARK NOT FOUND   TVA
 FC1841  HISTORY     - 19781201 MARK NOT FOUND   NGS
 FC1841
 FC1841                          STATION DESCRIPTION
 FC1841
 FC1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1841'ABOUT 5-1/2 MILES NORTH-NORTHEAST OF OOLTEWAH, 2-1/4 MILES SOUTH
 FC1841'ALONG RIDGE FROM MAHAN GAP, AND ON HIGHEST AND MOST SOUTHERLY ONE
 FC1841'OF TWO PEAKS (LOCALLY KNOWN AS BUNCOMBE PEAK ( ON SUMMIT OF WHITE
 FC1841'OAK MOUNTAIN RANGE. TO REACH FROM OOLTEWAH ON U.S. ROUTE 11,
 FC1841'FOLLOW OOLTEWAH-GEORGETOWN PIKE 5.15 MILES TO CLARA HUFFS HOME, TURN
 FC1841'EAST THROUGH GATE ABOUT 60 YARDS SOUTH OF HER HOME, CONTINUE ON DIM
 FC1841'ROUGH ROAD TO ABANDONED HOUSE, PASS TO NORTH AROUND HOUSE AND
 FC1841'CONTINUE EAST THROUGH CLEARED FIELD TO EDGE OF WOODS AT BASE OF PEAK
 FC1841'(END OF TRUCK TRAVEL). FOLLOW DIM TRAIL EAST UP RIDGE TO SOUTH
 FC1841'ABOUT 1/2 MILE TO SUMMIT AND STATION SITE IN CENTER OF SMALL ROUNDED
 FC1841'HUMP COMPRISING SUMMIT, ABOUT 65 FEET WEST OF LONG CENTER OF RIDGE,
 FC1841'AND 21 FEET SOUTH OF 12-INCH CHESTNUT-OAK TREE. SURFACE MARK IS
 FC1841'STANDARD STATION DISK IN BOULDER. UNDERGROUND MARK IS
 FC1841'STANDARD STATION DISK IN CONCRETE. REFERENCE MARKS NO. 1 AND
 FC1841'NO. 2 ARE STANDARD REFERENCE DISKS IN BEDROCK. NO.
 FC1841'1 IS IN LARGE FLAT ROCK OUTCROP, ALONG SOUTH SLOPE OF RIDGE, ABOUT 50
 FC1841'FEET WEST OF CENTER OF RIDGE, AND 302.55 FEET FROM STATION
 FC1841'S 09 DEG 51 MIN W.    NO. 2 IS IN ROCK OUTCROP ON SOUTH SIDE OF PATH
 FC1841'TO SUMMIT AND 104.95 FEET FROM STATION.
 FC1841'REFERENCE MARK NO. 3 IS STANDARD REFERENCE DISK IN BOULDER.
 FC1841'ON LEVEL SUMMIT OF HILL AND 28.30 FEET FROM STATION.
 FC1841
 FC1841                          STATION RECOVERY (1935)
 FC1841
 FC1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1841'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FC1841'
 FC1841'REFERENCE MARK NO. 1, THE AZIMUTH MARK, IS ABOUT 100 YARDS SSW OF THE
 FC1841'STATION.
 FC1841'
 FC1841'REFERENCE MARK NO. 2 IS SW OF THE STATION.
 FC1841'
 FC1841'REFERENCE MARK NO. 3 IS SE OF THE STATION.
 FC1841'
 FC1841'TO REACH THE STATION FROM THE SETTLEMENT OF OOLTEWAH ON U.S. HIGHWAY
 FC1841'11, TAKE THE OOLTEWAH-GEORGETOWN HIGHWAY FOR 5.15 MILES TO THE HOME
 FC1841'OF CLARA HUFF. TURN RIGHT THROUGH GATE ABOUT 60 YARDS BEFORE REACHING
 FC1841'THE HUFF HOUSE. CONTINUE FOR ABOUT 0.25 MILE TO AN ABANDONED
 FC1841'HOUSE, AND PASS TO THE N AROUND THE HOUSE. CONTINUE E THROUGH CLEARED
 FC1841'FIELD TO THE EDGE OF WOODS AT BASE OF PEAK AND END OF TRUCK TRAVEL.
 FC1841'TAKE DIM TRAIL E UP THE RIDGE FOR ABOUT 1.0 MILE (INSTEAD OF 1/4
 FC1841'MILE) TO THE SUMMIT AND STATION.
 FC1841'
 FC1841'NOTE- THE ABOVE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND
 FC1841'AZIMUTH MARK WERE MEASURED IN 1934 AND NOT RE-MEASURED AT
 FC1841'THIS TIME. ALL REFERENCE MARKS AND THE AZIMUTH MARK ARE VISIBLE FROM
 FC1841'A 4-FOOT INSTRUMENT STAND AT THE STATION WITH CLEARING OF ONLY
 FC1841'WHAT WEEDS AND SMALL BUSHES GROW UP FROM TIME TO TIME. THESE WEEDS
 FC1841'AND BUSHES SEEM TO BE VERY PROLIFIC AT THIS POINT, HOWEVER.
 FC1841
 FC1841                          STATION RECOVERY (1949)
 FC1841
 FC1841'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1841'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. STATION
 FC1841'DISK IS STAMPED BUNCOMBE 1934.
 FC1841'
 FC1841'A POST IS SET AT THE E EDGE OF THE STATION.
 FC1841
 FC1841                          STATION RECOVERY (1961)
 FC1841
 FC1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1841'THE STATION MARK, REFERENCE MARK NO. 1 (AZIMUTH MARK) AND NO. 2 WERE
 FC1841'RECOVERED AND FOUND IN GOOD CONDITION. A SEARCH WAS MADE FOR
 FC1841'REFERENCE MARK NO. 3 BUT WAS NOT FOUND. DUE TO THE ESTABLISHMENT OF A
 FC1841'FIRE LOOKOUT TOWER AND FORESTERS QUARTERS, A DIRECTION TO
 FC1841'REFERENCE MARK NO. 1 WAS NOT TAKEN AND REFERENCE MARK NO. 4 WAS
 FC1841'ESTABLISHED AND OCCUPIED. AN AZIMUTH MARK STAMPED BUNCOMBE AZI
 FC1841'1934, ABOUT 1.0 MILE WEST WAS RECOVERED AND DIRECTION TAKEN FROM THE
 FC1841'STATION MARK.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1841'
 FC1841'THE STATION IS LOCATED ABOUT 8 MILES WEST OF CLEVELAND, 5 MILES NORTH
 FC1841'OF OOLTEWAH AND ON THE HIGHEST AND MOST SOUTHERLY ONE OF TWO PEAKS,
 FC1841'LOCALLY KNOWN AS BUNCOMBE PEAK.
 FC1841'
 FC1841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 FC1841'GEORGETOWN ROAD IN OOLTEWAH, GO NORTHERLY ON U.S. HIGHWAY 11 FOR
 FC1841'2.85 MILES TO A CROSSROAD AND SIGN, MINERAL PARK BAPTIST CHURCH,
 FC1841'TURN LEFT AND GO 0.7 MILE TO A FORK, KEEP RIGHT AND GO 3.5 MILES
 FC1841'TO A FORK AND SIGN, FIRE TOWER, KEEP LEFT AND GO 1.0 MILE TO THE
 FC1841'FIRE TOWER AND THE STATION.
 FC1841'
 FC1841'THE STATION MARK IS 2.2 FEET NORTHWEST OF A METAL WITNESS POST AND
 FC1841'SET UNDER A LOOKOUT TOWER. IT IS A STANDARD DISK CEMENTED IN A
 FC1841'DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 FC1841'BUNCOMBE 1934.
 FC1841'
 FC1841'REFERENCE MARK NO. 1 IS 36 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 FC1841'SERVICE BUILDING, 32 FT SOUTHWEST OF THE NORTHWEST CORNER OF SERVICE
 FC1841'BUILDING. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FC1841'OUTCROPPING BEDROCK, FLUSH AND IS STAMPED BUNCOMBE NO 1 1934.
 FC1841'
 FC1841'REFERENCE MARK NO. 2 IS 65 FEET WEST OF THE NORTHWEST CORNER OF A
 FC1841'SMALL SHED. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FC1841'OUTCROPPING BEDROCK, FLUSH AND IS STAMPED BUNCOMBE NO 2 1934.
 FC1841'12A
 FC1841'REFERENCE MARK NO. 4 IS 53 FEET NORTH OF A WELL HOUSE, 33 FEET
 FC1841'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE. IT IS A STANDARD
 FC1841'DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED BUNCOMBE
 FC1841'NO 4 1934 AND PLUMBED OVER AN UNDERGROUND MARK.
 FC1841'
 FC1841'HUFFS RESIDENCE, 52 FEET NORTHWEST OF A POWER LINE POLE NO.
 FC1841'K49MT6, 16 FEET WEST OF THE APPROXIMATE CENTER OF THE GEORGETOWN ROAD
 FC1841'AND 1.2 FEET EAST OF A T. V. A.  METAL WITNESS POST. IT IS A
 FC1841'STANDARD REFERENCE DISK SET IN A SQUARE CONCRETE MONUMENT WHICH
 FC1841'PROJECTS ABOUT 1 FOOT AND IS STAMPED BUNCOMBE AZI 1934.
 FC1841'
 FC1841'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 FC1841'GEORGETOWN ROAD IN OOLTEWAH, GO NORTHERLY ON GEORGETOWN ROAD
 FC1841'FOR 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 FC1841
 FC1841                          STATION RECOVERY (1975)
 FC1841
 FC1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1841'THE STATION MARK, REFERENCE MARKS 2 AND 4 WERE FOUND AS DESCRIBED
 FC1841'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN GOOD
 FC1841'CONDITION BUT IN THE WAY OF CONSTRUCTION OF NEW ROAD AND WAS
 FC1841'DESTROYED.  THE AZIMUTH MARK WAS OBSTRUCTED TO THE STATION BY
 FC1841'TREES AND A NEW AZIMUTH MARK COULD NOT BE SET.  THE STATION
 FC1841'DESCRIPTION IS GOOD WITH THE NEW TO REACH BELOW.
 FC1841'
 FC1841'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11
 FC1841'AND GEORGETOWN RD. AT OOLTEWAH, GO NORTH ON GEORGETOWN RD. FOR
 FC1841'7.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON PAVED ROAD
 FC1841'FOR 0.8 MILE TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO
 FC1841'SOUTHERLY AND UPHILL FOR 1.55 MILES TO A ROAD RIGHT.  TURN RIGHT
 FC1841'AND GO WESTERLY UPHILL FOR 0.55 MILE TO TOP OF HILL, LOOKOUT
 FC1841'TOWER AND THE STATION AS DESCRIBED.
 FC1841'
 FC1841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1841'ABOUT 5-1/2 MILES NORTHEAST OF OOLTEWAH.
 FC1841
 FC1841                          STATION RECOVERY (1978)
 FC1841
 FC1841'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978 (LM)
 FC1841'STATION NOT FOUND.  AZIMUTH MARK BELIEVED DESTROYED BY WIDENING OF
 FC1841'ROAD.
 FC1841'
 FC1841'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.15 MI N OF OOLTEWAH.
 FC1841
 FC1841                          STATION RECOVERY (1978)
 FC1841
 FC1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JSL)
 FC1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1842 ***********************************************************************
 FC1842  DESIGNATION -  BUNCOMBE RM 4
 FC1842  PID         -  FC1842
 FC1842  STATE/COUNTY-  TN/HAMILTON
 FC1842  USGS QUAD   -  SNOW HILL (1980)
 FC1842
 FC1842                         *CURRENT SURVEY CONTROL
 FC1842  ___________________________________________________________________
 FC1842* NAD 83(1995)-  35 08 56.91398(N)    085 01 26.08430(W)     ADJUSTED  
 FC1842* NAVD 88     -       455.1    (meters)    1493.     (feet)  VERTCON   
 FC1842  ___________________________________________________________________
 FC1842  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FC1842  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1842
 FC1842  HORZ ORDER  -  SECOND
 FC1842
 FC1842.The horizontal coordinates were established by classical geodetic methods
 FC1842.and adjusted by the National Geodetic Survey in April 1999..
 FC1842
 FC1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1842
 FC1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1842
 FC1842.The geoid height was determined by GEOID03.
 FC1842
 FC1842;                    North         East     Units Scale Factor Converg.
 FC1842;SPC TN       -    90,958.455   688,943.524   MT  1.00001933   +0 34 17.2
 FC1842;SPC TN       -   298,419.53  2,260,308.88   sFT  1.00001933   +0 34 17.2
 FC1842;UTM  16      - 3,891,370.120   680,005.608   MT  0.99999934   +1 08 16.6
 FC1842
 FC1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1842!SPC TN       -   0.99993329  x   1.00001933  =   0.99995262
 FC1842!UTM  16      -   0.99993329  x   0.99999934  =   0.99993263
 FC1842
 FC1842:                Primary Azimuth Mark                     Grid Az
 FC1842:SPC TN       -  MILL                                     087 24 29.0
 FC1842:UTM  16      -  MILL                                     086 50 29.6
 FC1842
 FC1842|---------------------------------------------------------------------|
 FC1842| PID    Reference Object                     Distance      Geod. Az  |
 FC1842|                                                           dddmmss.s |
 FC1842| FC0622 MILL                                APPROX. 6.2 KM 0875846.2 |
 FC1842|---------------------------------------------------------------------|
 FC1842
 FC1842                          SUPERSEDED SURVEY CONTROL
 FC1842
 FC1842  NAD 83(1995)-  35 08 56.91509(N)    085 01 26.08520(W) AD(       ) 2
 FC1842  NAD 83(1995)-  35 08 56.91496(N)    085 01 26.08656(W) AD(       ) 2
 FC1842  NAD 83(1995)-  35 08 56.91547(N)    085 01 26.08508(W) AD(       ) 2
 FC1842  NAD 83(1986)-  35 08 56.91623(N)    085 01 26.08348(W) AD(       ) 2
 FC1842  NAD 27      -  35 08 56.65100(N)    085 01 26.26140(W) AD(       ) 2
 FC1842  NGVD 29 (07/19/86)  455.1    (m)         1493.     (f) VERT ANG       
 FC1842
 FC1842.Superseded values are not recommended for survey control.
 FC1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1842.See file dsdata.txt to determine how the superseded data were derived.
 FC1842
 FC1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8000691370(NAD 83)
 FC1842_MARKER: DR = REFERENCE MARK DISK
 FC1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1842
 FC1842  HISTORY     - Date     Condition        Report By
 FC1842  HISTORY     - 1961     MONUMENTED       CGS
 FC1842
 FC1842                          STATION DESCRIPTION
 FC1842
 FC1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC1842'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 FC1842'GEORGETOWN ROAD IN OOLTEWAH, GO NORTHERLY ON U.S. HIGHWAY 11 FOR
 FC1842'2.85 MILES TO A CROSSROAD AND SIGN, MINERAL PARK BAPTIST CHURCH,
 FC1842'TURN LEFT AND GO 0.7 MILE TO A FORK, KEEP RIGHT AND GO 3.5 MILES
 FC1842'TO A FORK AND SIGN, FIRE TOWER, KEEP LEFT AND GO 1.0 MILE TO THE
 FC1842'FIRE TOWER AND THE STATION.
 FC1842'
 FC1842'REFERENCE MARK NO. 4 IS 53 FEET NORTH OF A WELL HOUSE, 33 FEET
 FC1842'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE. IT IS A STANDARD
 FC1842'DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED BUNCOMBE
 FC1842'NO 4 1934 AND PLUMBED OVER AN UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0436 ***********************************************************************
 FD0436  DESIGNATION -  BUNKER HILL
 FD0436  PID         -  FD0436
 FD0436  STATE/COUNTY-  TN/GILES
 FD0436  USGS QUAD   -  ELKTON (1982)
 FD0436
 FD0436                         *CURRENT SURVEY CONTROL
 FD0436  ___________________________________________________________________
 FD0436* NAD 83(1995)-  35 07 21.97398(N)    086 52 58.03769(W)     ADJUSTED  
 FD0436* NAVD 88     -       278.324  (meters)     913.13   (feet)  ADJUSTED  
 FD0436  ___________________________________________________________________
 FD0436  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FD0436  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0436  DYNAMIC HT  -         278.066 (meters)     912.29  (feet)  COMP
 FD0436  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD0436
 FD0436  HORZ ORDER  -  SECOND
 FD0436  VERT ORDER  -  SECOND    CLASS 0
 FD0436
 FD0436.The horizontal coordinates were established by classical geodetic methods
 FD0436.and adjusted by the National Geodetic Survey in April 1999..
 FD0436
 FD0436.The orthometric height was determined by differential leveling
 FD0436.and adjusted by the National Geodetic Survey in June 1991..
 FD0436
 FD0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0436
 FD0436.The geoid height was determined by GEOID03.
 FD0436
 FD0436.The dynamic height is computed by dividing the NAVD 88
 FD0436.geopotential number by the normal gravity value computed on the
 FD0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0436.degrees latitude (g = 980.6199 gals.).
 FD0436
 FD0436.The modeled gravity was interpolated from observed gravity values.
 FD0436
 FD0436;                    North         East     Units Scale Factor Converg.
 FD0436;SPC TN       -    87,951.954   519,531.518   MT  1.00002489   -0 31 00.5
 FD0436;SPC TN       -   288,555.70  1,704,496.32   sFT  1.00002489   -0 31 00.5
 FD0436;UTM  16      - 3,886,664.275   510,679.769   MT  0.99960141   +0 04 02.8
 FD0436
 FD0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0436!SPC TN       -   0.99996065  x   1.00002489  =   0.99998554
 FD0436!UTM  16      -   0.99996065  x   0.99960141  =   0.99956208
 FD0436
 FD0436:                Primary Azimuth Mark                     Grid Az
 FD0436:SPC TN       -  BUNKER HILL AZ MK                        039 19 37.2
 FD0436:UTM  16      -  BUNKER HILL AZ MK                        038 44 33.9
 FD0436
 FD0436|---------------------------------------------------------------------|
 FD0436| PID    Reference Object                     Distance      Geod. Az  |
 FD0436|                                                           dddmmss.s |
 FD0436| FD0434 BUNKER HILL AZ MK                   APPROX. 1.2 KM 0384836.7 |
 FD0436| FD0435 BUNKER HILL RM 1                     21.372 METERS 08457     |
 FD0436| FD0437 BUNKER HILL RM 2                     22.162 METERS 16148     |
 FD0436|---------------------------------------------------------------------|
 FD0436
 FD0436                          SUPERSEDED SURVEY CONTROL
 FD0436
 FD0436  NAD 83(1995)-  35 07 21.97540(N)    086 52 58.03757(W) AD(       ) 2
 FD0436  NAD 83(1995)-  35 07 21.97842(N)    086 52 58.04103(W) AD(       ) 2
 FD0436  NAD 83(1986)-  35 07 21.98213(N)    086 52 58.03909(W) AD(       ) 2
 FD0436  NAD 27      -  35 07 21.69100(N)    086 52 58.02850(W) AD(       ) 2
 FD0436  NGVD 29 (??/??/92)  278.297  (m)          913.05   (f) ADJ UNCH    2 0
 FD0436
 FD0436.Superseded values are not recommended for survey control.
 FD0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0436.See file dsdata.txt to determine how the superseded data were derived.
 FD0436
 FD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1068086664(NAD 83)
 FD0436_MARKER: DE = TRAVERSE STATION DISK
 FD0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0436_STAMPING: BUNKER HILL 1960
 FD0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0436+STABILITY: SURFACE MOTION
 FD0436
 FD0436  HISTORY     - Date     Condition        Report By
 FD0436  HISTORY     - 1960     MONUMENTED       CGS
 FD0436  HISTORY     - 1960     GOOD             CGS
 FD0436
 FD0436                          STATION DESCRIPTION
 FD0436
 FD0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0436'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF BUNKER HILL.
 FD0436'
 FD0436'TO REACH THE STATION FROM THE POST OFFICE IN BUNKER HILL, GO SOUTH ON
 FD0436'AN OIL ROAD FOR 0.55 MILE
 FD0436'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH
 FD0436'ON THE OIL ROAD FOR 2.1 MILES TO A
 FD0436'SIDE ROAD ON THE RIGHT.  TURN
 FD0436'RIGHT, WEST, FOR 1.1 MILES TO A CULVERT AND A GATE ON
 FD0436'THE RIGHT.
 FD0436'TURN RIGHT, NORTH, ON A TRACK ROAD FOR 0.95 MILE TO AN OLD HOUSE.
 FD0436'TURN RIGHT, EAST
 FD0436'AND NORTH, UP DRAW FOR 0.5 MILE TO A FENCE.  TURN
 FD0436'LEFT UP HILL FOR 0.1 MILE TO THE
 FD0436'STATION.
 FD0436'
 FD0436'THE STATION IS 30 FEET SOUTHEAST OF A FENCE CORNER, 25 FEET EAST OF A
 FD0436'FENCE, 13 FEET SOUTH OF A
 FD0436'FENCE AND 2.3 FEET WEST OF A WITNESS POST.  IT IS
 FD0436'A STANDARD TRAVERSE DISK SET IN A
 FD0436'10-INCH SQUARE CONCRETE POST,
 FD0436'FLUSH, AND STAMPED BUNKER HILL 1960.
 FD0436'
 FD0436'REFERENCE MARK NO 1 IS 2 FEET WEST OF A 12 INCH CEDAR TREE AND 1 FOOT
 FD0436'SOUTH OF A FENCE.  IT IS
 FD0436'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 FD0436'POST, FLUSH, AND STAMPED BUNKER HILL
 FD0436'NO 1 1960.
 FD0436'
 FD0436'REFERENCE MARK NO 2 IS 22 FEET EAST OF A FENCE.  IT IS A STANDARD
 FD0436'DISK SET IN A 10-INCH
 FD0436'SQUARE CONCRETE POST, FLUSH, AND STAMPED BUNKER HILL NO 2
 FD0436'1960.
 FD0436'
 FD0436'AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF AN OIL ROAD, 3.5 FEET
 FD0436'NORTHEAST OF A WITNESS
 FD0436'POST AND 2 FEET EAST OF A FENCE.  IT IS A STANDARD DISK
 FD0436'SET IN A 10-INCH SQUARE
 FD0436'CONCRETE POST, FLUSH, AND STAMPED BUNKER HILL
 FD0436'1960
 FD0436
 FD0436                          STATION RECOVERY (1960)
 FD0436
 FD0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0436'1.2 MI S FROM BUNKER HILL.
 FD0436'FROM THE POST OFFICE IN BUNKER HILL, GO SOUTH ON A PAVED ROAD
 FD0436'FOR 0.8 MILE, THEN 0.6 MILE WEST ON A PRIVATE DRIVE AND TRACK
 FD0436'ROAD, THEN 0.3 MILE SOUTH TO THE HIGHEST POINT OF A HILL.  THE
 FD0436'STATION MARK IS 30 FT. SOUTHEAST OF A FENCE CORNER, 25 FT.
 FD0436'EAST OF A FENCE, 13 FT. SOUTH OF A FENCE AND 2.3 FT. WEST OF
 FD0436'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0436'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3410 ***********************************************************************
 GA3410  DESIGNATION -  BUNKER HILL
 GA3410  PID         -  GA3410
 GA3410  STATE/COUNTY-  TN/HAWKINS
 GA3410  USGS QUAD   -  BUREM (1976)
 GA3410
 GA3410                         *CURRENT SURVEY CONTROL
 GA3410  ___________________________________________________________________
 GA3410* NAD 83(1995)-  36 26 53.63669(N)    082 56 32.42683(W)     ADJUSTED  
 GA3410* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 GA3410  ___________________________________________________________________
 GA3410  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GA3410  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA3410
 GA3410  HORZ ORDER  -  THIRD
 GA3410
 GA3410.The horizontal coordinates were established by classical geodetic methods
 GA3410.and adjusted by the National Geodetic Survey in April 1999..
 GA3410
 GA3410.The orthometric height was scaled from a topographic map.
 GA3410
 GA3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3410
 GA3410.The geoid height was determined by GEOID03.
 GA3410
 GA3410;                    North         East     Units Scale Factor Converg.
 GA3410;SPC TN       -   238,933.261   874,078.277   MT  1.00000575   +1 47 24.3
 GA3410;SPC TN       -   783,900.21  2,867,705.15   sFT  1.00000575   +1 47 24.3
 GA3410;UTM  17      - 4,035,419.143   325,927.543   MT  0.99997334   -1 09 15.2
 GA3410
 GA3410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3410!SPC TN       -   0.99992035  x   1.00000575  =   0.99992610
 GA3410!UTM  17      -   0.99992035  x   0.99997334  =   0.99989369
 GA3410
 GA3410|---------------------------------------------------------------------|
 GA3410| PID    Reference Object                     Distance      Geod. Az  |
 GA3410|                                                           dddmmss.s |
 GA3410| DB8889 BUNKER HILL RM 1                     18.196 METERS 00029     |
 GA3410| DB8888 BUNKER HILL AZ MK                                  0595931.4 |
 GA3410| DB8890 BUNKER HILL RM 2                     11.982 METERS 30058     |
 GA3410|---------------------------------------------------------------------|
 GA3410
 GA3410                          SUPERSEDED SURVEY CONTROL
 GA3410
 GA3410  NAD 83(1995)-  36 26 53.64091(N)    082 56 32.42996(W) AD(       ) 3
 GA3410  NAD 83(1995)-  36 26 53.64590(N)    082 56 32.43146(W) AD(       ) 3
 GA3410  NAD 83(1995)-  36 26 53.64228(N)    082 56 32.42839(W) AD(       ) 3
 GA3410  NAD 83(1986)-  36 26 53.64481(N)    082 56 32.42950(W) AD(       ) 3
 GA3410  NAD 27      -  36 26 53.30300(N)    082 56 32.83700(W) AD(       ) 3
 GA3410
 GA3410.Superseded values are not recommended for survey control.
 GA3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3410.See file dsdata.txt to determine how the superseded data were derived.
 GA3410
 GA3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2592835419(NAD 83)
 GA3410_MARKER: DS = TRIANGULATION STATION DISK
 GA3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3410
 GA3410  HISTORY     - Date     Condition        Report By
 GA3410  HISTORY     - 1941     MONUMENTED       CGS
 GA3410
 GA3410                          STATION DESCRIPTION
 GA3410
 GA3410'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GA3410'THE STATION IS ABOUT 5 MILES NE OF ROGERSVILLE ON THE HIGHEST PART OF
 GA3410'A RIDGE LOCALLY
 GA3410'KNOWN AS BUNKER HILL AND ON LAND OWNED AND OCCUPIED
 GA3410'BY MRS.  WILEY MCCOY, ABOUT 25
 GA3410'YARDS N OF THE HIGHEST POINT OF THE
 GA3410'HILL, 40 FEET SE OF A FENCE CORNER, 7 FEET NW OF
 GA3410'AN 18-INCH WALNUT
 GA3410'TREE, AND 3 FEET SW OF A FENCE.  MARK PROJECTS 6 INCHES AND IS
 GA3410'STAMPED BUNKER
 GA3410'HILL 1941.
 GA3410'
 GA3410'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 GA3410'IN CONCRETE.
 GA3410'
 GA3410'REFERENCE MARK NO. 1 IS 50 FEET NE OF A FENCE T-INTERSECTION AND 1
 GA3410'FOOT SE OF A
 GA3410'FENCE.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF A
 GA3410'4-INCH CAST-IRON PIPE, PROJECTS
 GA3410'3 INCHES, AND IS STAMPED BUNKER HILL
 GA3410'NO.  1 1941.
 GA3410'
 GA3410'REFERENCE MARK NO. 2 IS 2.5 FEET S OF THE FENCE T-INTERSECTION.  IT
 GA3410'IS A STANDARD DISK
 GA3410'CEMENTED IN THE TOP OF A 4-INCH CAST-IRON PIPE,
 GA3410'PROJECTS 3 INCHES, AND IS STAMPED
 GA3410'BUNKER HILL NO.  2 1941.
 GA3410'
 GA3410'THE AZIMUTH MARK IS ABOUT 25 YARDS NNW OF A FARMHOUSE, AND STAMPED
 GA3410'BUNKER HILL 1941.
 GA3410'
 GA3410'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO EASTERLY
 GA3410'ON U.S.  HIGHWAY
 GA3410'11 W FOR 1.2 MILES AND TAKE THE RIGHT FORK LEAVING
 GA3410'U.S.  HIGHWAY 11 W, THENCE CONTINUE
 GA3410'EASTERLY 2.3 MILES AND TURN LEFT
 GA3410'JUST BEFORE CROSSING A BRIDGE, THENCE 0.5 MILE AND
 GA3410'TURN RIGHT ACROSS
 GA3410'A SMALL STREAM, THENCE 2.0 MILES TO A T-INTERSECTION ON A CURVE AND
 GA3410'CURVE RIGHT ON THE
 GA3410'MAIN ROAD AND CONTINUE ABOUT 50 YARDS TO THE TOP
 GA3410'OF A SHORT GRADE AND TURN LEFT ONTO A
 GA3410'FARM ROAD, THENCE 0.3 MILE AND
 GA3410'TAKE THE LEFT FORK THROUGH A WIRE GATE, THENCE PASS TO
 GA3410'THE LEFT OF A
 GA3410'FARMHOUSE AND CONTINUE 0.3 MILE AND CURVE LEFT AT A JUNCTION WITH
 GA3410'ANOTHER FARM ROAD,
 GA3410'THENCE CONTINUE 0.25 MILE TO A FARMHOUSE ON THE
 GA3410'LEFT AND THE AZIMUTH MARK ON THE
 GA3410'RIGHT, THENCE CONTINUE ON THE MAIN
 GA3410'FARM ROAD 0.3 MILE TO THE TOP OF THE HILL AND THE
 GA3410'STATION ON THE
 GA3410'LEFT.
 GA3410'
 GA3410'LIGHTS ELEVATED 87 FEET AT STATION HAWKINS COUNTY MILESTONE AND 10
 GA3410'FEET AT ALL OF THE
 GA3410'OTHER STATIONS OBSERVED WERE VISIBLE FROM 10 FEET
 GA3410'ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0434 ***********************************************************************
 FD0434  DESIGNATION -  BUNKER HILL AZ MK
 FD0434  PID         -  FD0434
 FD0434  STATE/COUNTY-  TN/GILES
 FD0434  USGS QUAD   -  FRANKEWING (1982)
 FD0434
 FD0434                         *CURRENT SURVEY CONTROL
 FD0434  ___________________________________________________________________
 FD0434* NAD 83(1995)-  35 07 51.49791(N)    086 52 29.13139(W)     ADJUSTED  
 FD0434* NAVD 88     -       211.181  (meters)     692.85   (feet)  ADJUSTED  
 FD0434  ___________________________________________________________________
 FD0434  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 FD0434  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0434  DYNAMIC HT  -         210.984 (meters)     692.20  (feet)  COMP
 FD0434  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 FD0434
 FD0434  HORZ ORDER  -  SECOND
 FD0434  VERT ORDER  -  SECOND    CLASS 0
 FD0434
 FD0434.The horizontal coordinates were established by classical geodetic methods
 FD0434.and adjusted by the National Geodetic Survey in April 1999..
 FD0434
 FD0434.The orthometric height was determined by differential leveling
 FD0434.and adjusted by the National Geodetic Survey in June 1991..
 FD0434
 FD0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0434
 FD0434.The geoid height was determined by GEOID03.
 FD0434
 FD0434.The dynamic height is computed by dividing the NAVD 88
 FD0434.geopotential number by the normal gravity value computed on the
 FD0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0434.degrees latitude (g = 980.6199 gals.).
 FD0434
 FD0434.The modeled gravity was interpolated from observed gravity values.
 FD0434
 FD0434;                    North         East     Units Scale Factor Converg.
 FD0434;SPC TN       -    88,855.221   520,271.544   MT  1.00002314   -0 30 43.6
 FD0434;SPC TN       -   291,519.17  1,706,924.22   sFT  1.00002314   -0 30 43.6
 FD0434;UTM  16      - 3,887,574.655   511,410.237   MT  0.99960160   +0 04 19.5
 FD0434
 FD0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0434!SPC TN       -   0.99997119  x   1.00002314  =   0.99999433
 FD0434!UTM  16      -   0.99997119  x   0.99960160  =   0.99957280
 FD0434
 FD0434                          SUPERSEDED SURVEY CONTROL
 FD0434
 FD0434  NAD 83(1995)-  35 07 51.49941(N)    086 52 29.13118(W) AD(       ) 2
 FD0434  NAD 83(1995)-  35 07 51.50240(N)    086 52 29.13460(W) AD(       ) 2
 FD0434  NAD 83(1986)-  35 07 51.50611(N)    086 52 29.13269(W) AD(       ) 2
 FD0434  NAD 27      -  35 07 51.21510(N)    086 52 29.12350(W) AD(       ) 2
 FD0434  NGVD 29 (??/??/92)  211.153  (m)          692.76   (f) ADJ UNCH    2 0
 FD0434
 FD0434.Superseded values are not recommended for survey control.
 FD0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0434.See file dsdata.txt to determine how the superseded data were derived.
 FD0434
 FD0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1141087575(NAD 83)
 FD0434_MARKER: DZ = AZIMUTH MARK DISK
 FD0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0434_STAMPING: BUNKER HILL 1960
 FD0434_MARK LOGO: CGS   
 FD0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0434+STABILITY: SURFACE MOTION
 FD0434
 FD0434  HISTORY     - Date     Condition        Report By
 FD0434  HISTORY     - 1960     MONUMENTED       CGS
 FD0434  HISTORY     - 1960     GOOD             CGS
 FD0434
 FD0434                          STATION DESCRIPTION
 FD0434
 FD0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0434'TO REACH THE STATION FROM THE POST OFFICE IN BUNKER HILL, GO SOUTH ON
 FD0434'AN OIL ROAD FOR 0.55 MILE
 FD0434'TO THE AZIMUTH MARK ON THE RIGHT.
 FD0434'
 FD0434'AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF AN OIL ROAD, 3.5 FEET
 FD0434'NORTHEAST OF A WITNESS
 FD0434'POST AND 2 FEET EAST OF A FENCE.  IT IS A STANDARD DISK
 FD0434'SET IN A 10-INCH SQUARE
 FD0434'CONCRETE POST, FLUSH, AND STAMPED BUNKER HILL
 FD0434'1960
 FD0434
 FD0434                          STATION RECOVERY (1960)
 FD0434
 FD0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0434'0.6 MI S FROM BUNKER HILL.
 FD0434'FROM THE POST OFFICE IN BUNKER HILL, GO SOUTH ON A PAVED ROAD
 FD0434'FOR 0.6 MILE.  THE AZIMUTH MARK IS 21 FT. WEST OF THE CENTER OF
 FD0434'THE PAVED ROAD, 3.5 FT. NORTHEAST OF A WITNESS SIGN AND 2 FT.
 FD0434'EAST OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0434'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2637 ***********************************************************************
 FB2637  DESIGNATION -  BUNKER HILL LOT
 FB2637  PID         -  FB2637
 FB2637  STATE/COUNTY-  TN/BLOUNT
 FB2637  USGS QUAD   -  CALDERWOOD (1964)
 FB2637
 FB2637                         *CURRENT SURVEY CONTROL
 FB2637  ___________________________________________________________________
 FB2637* NAD 83(1995)-  35 31 56.16456(N)    083 56 10.44951(W)     ADJUSTED  
 FB2637* NAVD 88     -       845.5    (meters)    2774.     (feet)  VERTCON   
 FB2637  ___________________________________________________________________
 FB2637  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 FB2637  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FB2637
 FB2637  HORZ ORDER  -  THIRD
 FB2637
 FB2637.The horizontal coordinates were established by classical geodetic methods
 FB2637.and adjusted by the National Geodetic Survey in April 1999..
 FB2637
 FB2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2637
 FB2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2637
 FB2637.The geoid height was determined by GEOID03.
 FB2637
 FB2637;                    North         East     Units Scale Factor Converg.
 FB2637;SPC TN       -   134,994.175   787,148.194   MT  0.99996219   +1 12 29.6
 FB2637;SPC TN       -   442,893.39  2,582,502.03   sFT  0.99996219   +1 12 29.6
 FB2637;UTM  17      - 3,936,038.692   233,772.073   MT  1.00047352   -1 42 26.7
 FB2637;UTM  16      - 3,936,390.979   777,794.398   MT  1.00055109   +1 46 54.1
 FB2637
 FB2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2637!SPC TN       -   0.99987192  x   0.99996219  =   0.99983412
 FB2637!UTM  17      -   0.99987192  x   1.00047352  =   1.00034538
 FB2637!UTM  16      -   0.99987192  x   1.00055109  =   1.00042294
 FB2637
 FB2637                          SUPERSEDED SURVEY CONTROL
 FB2637
 FB2637  NAD 83(1995)-  35 31 56.16895(N)    083 56 10.46012(W) AD(       ) 4
 FB2637  NAD 83(1986)-  35 31 56.16904(N)    083 56 10.45870(W) AD(       ) 4
 FB2637  NAD 27      -  35 31 55.84637(N)    083 56 10.85091(W) AD(       ) 3
 FB2637  NGVD 29 (07/19/86)  845.6    (m)         2774.     (f) VERT ANG       
 FB2637
 FB2637.Superseded values are not recommended for survey control.
 FB2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2637.See file dsdata.txt to determine how the superseded data were derived.
 FB2637
 FB2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3377236039(NAD 83)
 FB2637_MARKER: 57 = LOOKOUT TOWER
 FB2637
 FB2637  HISTORY     - Date     Condition        Report By
 FB2637  HISTORY     - 1964     FIRST OBSERVED   USGS
 FB2637
 FB2637                          STATION DESCRIPTION
 FB2637
 FB2637'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 FB2637'CITICO BEACH, 11.6 MI S. OF CITICO SCHOOL ALONG CITICO CREEK ROAD
 FB2637'TO Y-RD., THENCE E. LEFT 7.4 MI TO Y-RD., THENCE SW. LEFT  0.1 MI
 FB2637'TO TOP OF SALT SPRING MOUNTAIN AND STATION, CENTER OF 40 FT STEEL
 FB2637'TOWER WITH CIRCULAR WOODEN CABIN, DESIGNATED---COLD SPRING LOOKOUT
 FB2637'TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0435 ***********************************************************************
 FD0435  DESIGNATION -  BUNKER HILL RM 1
 FD0435  PID         -  FD0435
 FD0435  STATE/COUNTY-  TN/GILES
 FD0435  USGS QUAD   -  ELKTON (1982)
 FD0435
 FD0435                         *CURRENT SURVEY CONTROL
 FD0435  ___________________________________________________________________
 FD0435* NAD 83(1986)-  35 07 21.     (N)    086 52 58.     (W)     SCALED    
 FD0435* NAVD 88     -       277.502  (meters)     910.44   (feet)  ADJUSTED  
 FD0435  ___________________________________________________________________
 FD0435  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0435  DYNAMIC HT  -         277.245 (meters)     909.59  (feet)  COMP
 FD0435  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD0435
 FD0435  VERT ORDER  -  SECOND    CLASS 0
 FD0435
 FD0435.The horizontal coordinates were scaled from a topographic map and have
 FD0435.an estimated accuracy of +/- 6 seconds.
 FD0435
 FD0435.The orthometric height was determined by differential leveling
 FD0435.and adjusted by the National Geodetic Survey in June 1991..
 FD0435
 FD0435.The geoid height was determined by GEOID03.
 FD0435
 FD0435.The dynamic height is computed by dividing the NAVD 88
 FD0435.geopotential number by the normal gravity value computed on the
 FD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0435.degrees latitude (g = 980.6199 gals.).
 FD0435
 FD0435.The modeled gravity was interpolated from observed gravity values.
 FD0435
 FD0435;                    North         East    Units  Estimated Accuracy
 FD0435;SPC TN       -    87,920.      519,530.      MT  (+/- 180 meters Scaled)
 FD0435
 FD0435                          SUPERSEDED SURVEY CONTROL
 FD0435
 FD0435  NGVD 29 (??/??/92)  277.475  (m)          910.35   (f) ADJ UNCH    2 0
 FD0435
 FD0435.Superseded values are not recommended for survey control.
 FD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0435.See file dsdata.txt to determine how the superseded data were derived.
 FD0435
 FD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106866(NAD 83)
 FD0435_MARKER: DR = REFERENCE MARK DISK
 FD0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0435_STAMPING: BUNKER HILL NO 1 1960
 FD0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0435+STABILITY: SURFACE MOTION
 FD0435
 FD0435  HISTORY     - Date     Condition        Report By
 FD0435  HISTORY     - 1960     MONUMENTED       CGS
 FD0435
 FD0435                          STATION DESCRIPTION
 FD0435
 FD0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0435'1.2 MI S FROM BUNKER HILL.
 FD0435'THIS MARK IS LOCATED AT THE BUNKER HILL 1960 STATION SITE, 70
 FD0435'FT. EAST OF THE STATION MARK, 2 FT. WEST OF A 12 INCH CEDAR
 FD0435'TREE AND 1 FT. SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A
 FD0435'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0437 ***********************************************************************
 FD0437  DESIGNATION -  BUNKER HILL RM 2
 FD0437  PID         -  FD0437
 FD0437  STATE/COUNTY-  TN/GILES
 FD0437  USGS QUAD   -  ELKTON (1982)
 FD0437
 FD0437                         *CURRENT SURVEY CONTROL
 FD0437  ___________________________________________________________________
 FD0437* NAD 83(1986)-  35 07 21.     (N)    086 52 58.     (W)     SCALED    
 FD0437* NAVD 88     -       277.590  (meters)     910.73   (feet)  ADJUSTED  
 FD0437  ___________________________________________________________________
 FD0437  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0437  DYNAMIC HT  -         277.332 (meters)     909.88  (feet)  COMP
 FD0437  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD0437
 FD0437  VERT ORDER  -  SECOND    CLASS 0
 FD0437
 FD0437.The horizontal coordinates were scaled from a topographic map and have
 FD0437.an estimated accuracy of +/- 6 seconds.
 FD0437
 FD0437.The orthometric height was determined by differential leveling
 FD0437.and adjusted by the National Geodetic Survey in June 1991..
 FD0437
 FD0437.The geoid height was determined by GEOID03.
 FD0437
 FD0437.The dynamic height is computed by dividing the NAVD 88
 FD0437.geopotential number by the normal gravity value computed on the
 FD0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0437.degrees latitude (g = 980.6199 gals.).
 FD0437
 FD0437.The modeled gravity was interpolated from observed gravity values.
 FD0437
 FD0437;                    North         East    Units  Estimated Accuracy
 FD0437;SPC TN       -    87,920.      519,530.      MT  (+/- 180 meters Scaled)
 FD0437
 FD0437                          SUPERSEDED SURVEY CONTROL
 FD0437
 FD0437  NGVD 29 (??/??/92)  277.563  (m)          910.64   (f) ADJ UNCH    2 0
 FD0437
 FD0437.Superseded values are not recommended for survey control.
 FD0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0437.See file dsdata.txt to determine how the superseded data were derived.
 FD0437
 FD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106866(NAD 83)
 FD0437_MARKER: DR = REFERENCE MARK DISK
 FD0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0437_STAMPING: BUNKER HILL NO 2 1960
 FD0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0437+STABILITY: SURFACE MOTION
 FD0437
 FD0437  HISTORY     - Date     Condition        Report By
 FD0437  HISTORY     - 1960     MONUMENTED       CGS
 FD0437
 FD0437                          STATION DESCRIPTION
 FD0437
 FD0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0437'1.2 MI S FROM BUNKER HILL.
 FD0437'THIS MARK IS LOCATED AT THE BUNKER HILL 1960 STATION SITE, 72.7
 FD0437'FT. SOUTH OF THE STATION MARK AND 22 FT. EAST OF A FENCE.  THE
 FD0437'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0437'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2557 ***********************************************************************
 GA2557  DESIGNATION -  BURCH
 GA2557  PID         -  GA2557
 GA2557  STATE/COUNTY-  TN/UNION
 GA2557  USGS QUAD   -  GRAVESTON (1987)
 GA2557
 GA2557                         *CURRENT SURVEY CONTROL
 GA2557  ___________________________________________________________________
 GA2557* NAD 83(1995)-  36 12 55.06068(N)    083 51 42.52799(W)     ADJUSTED  
 GA2557* NAVD 88     -       341.387  (meters)    1120.03   (feet)  ADJUSTED  
 GA2557  ___________________________________________________________________
 GA2557  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 GA2557  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2557  DYNAMIC HT  -         341.075 (meters)    1119.01  (feet)  COMP
 GA2557  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA2557
 GA2557  HORZ ORDER  -  SECOND
 GA2557  VERT ORDER  -  SECOND    CLASS 0
 GA2557
 GA2557.The horizontal coordinates were established by classical geodetic methods
 GA2557.and adjusted by the National Geodetic Survey in April 1999..
 GA2557
 GA2557.The orthometric height was determined by differential leveling
 GA2557.and adjusted by the National Geodetic Survey in June 1991..
 GA2557
 GA2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2557
 GA2557.The geoid height was determined by GEOID03.
 GA2557
 GA2557.The dynamic height is computed by dividing the NAVD 88
 GA2557.geopotential number by the normal gravity value computed on the
 GA2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2557.degrees latitude (g = 980.6199 gals.).
 GA2557
 GA2557.The modeled gravity was interpolated from observed gravity values.
 GA2557
 GA2557;                    North         East     Units Scale Factor Converg.
 GA2557;SPC TN       -   210,903.890   792,240.454   MT  0.99997048   +1 15 06.4
 GA2557;SPC TN       -   691,940.51  2,599,208.89   sFT  0.99997048   +1 15 06.4
 GA2557;UTM  17      - 4,011,625.929   242,741.894   MT  1.00041552   -1 41 30.3
 GA2557
 GA2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2557!SPC TN       -   0.99995124  x   0.99997048  =   0.99992172
 GA2557!UTM  17      -   0.99995124  x   1.00041552  =   1.00036674
 GA2557
 GA2557|---------------------------------------------------------------------|
 GA2557| PID    Reference Object                     Distance      Geod. Az  |
 GA2557|                                                           dddmmss.s |
 GA2557| GA2558 BURCH RM 1                           23.877 METERS 00500     |
 GA2557| GA2554 BURCH AZ MK                                        0540149.1 |
 GA2557| GA2556 BURCH RM 2                           28.870 METERS 23554     |
 GA2557|---------------------------------------------------------------------|
 GA2557
 GA2557                          SUPERSEDED SURVEY CONTROL
 GA2557
 GA2557  NAD 83(1995)-  36 12 55.06543(N)    083 51 42.52905(W) AD(       ) 2
 GA2557  NAD 83(1995)-  36 12 55.06650(N)    083 51 42.52746(W) AD(       ) 2
 GA2557  NAD 83(1995)-  36 12 55.06808(N)    083 51 42.52930(W) AD(       ) 2
 GA2557  NAD 83(1986)-  36 12 55.07203(N)    083 51 42.52757(W) AD(       ) 2
 GA2557  NAD 27      -  36 12 54.78229(N)    083 51 42.84896(W) AD(       ) 2
 GA2557  NGVD 29 (??/??/92)  341.466  (m)         1120.29   (f) ADJ UNCH    2 0
 GA2557
 GA2557.Superseded values are not recommended for survey control.
 GA2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2557.See file dsdata.txt to determine how the superseded data were derived.
 GA2557
 GA2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4274211626(NAD 83)
 GA2557_MARKER: DD = SURVEY DISK
 GA2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2557_STAMPING: BURCH 1964
 GA2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2557+STABILITY: SURFACE MOTION
 GA2557
 GA2557  HISTORY     - Date     Condition        Report By
 GA2557  HISTORY     - 1964     MONUMENTED       TNHD
 GA2557  HISTORY     - 1964     GOOD             TNHD
 GA2557  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2557  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2557
 GA2557                          STATION DESCRIPTION
 GA2557
 GA2557'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2557'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MAYNARDVILLE.
 GA2557'
 GA2557'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 4.1
 GA2557'MILES SOUTHWEST ON
 GA2557'STATE ROUTE 33 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GA2557'STRAIGHT AHEAD FOR 0.25 MILE
 GA2557'SOUTHWEST ON THE PAVED ROAD TO THE
 GA2557'STATION ON THE RIGHT.
 GA2557'
 GA2557'THE STATION IS 113 FEET NORTH OF A 12-INCH ELM TREE, 33 FEET
 GA2557'SOUTHWEST OF A 30-INCH
 GA2557'TWIN-TRUNKED OAK TREE AND 23 FEET NORTHEAST OF A 24-INCH
 GA2557'TWIN-TRUNKED TULIP POPULAR
 GA2557'TREE.  THE SURFACE AND UNDERGROUND MARKS
 GA2557'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2557'DISK AND THE DISKS ARE
 GA2557'STAMPED BURCH 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GA2557'BELOW THE
 GA2557'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2557'CONCRETE MONUMENT.
 GA2557'
 GA2557'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF A 30-INCH TWIN-TRUNKED OAK
 GA2557'TREE AND 7 FEET SOUTHWEST
 GA2557'OF THE APPROXIMATE CENTER OF A STONE AND CEMENT
 GA2557'DRAINAGE DITCH.  IT IS A STANDARD
 GA2557'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2557'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2557'AND THE DISK IS
 GA2557'STAMPED BURCH RM-1 1964.
 GA2557'
 GA2557'REFERENCE MARK NO. 2 IS 44 FEET WEST OF A 24-INCH OAK TREE AND 22
 GA2557'FEET NORTH OF A 13-INCH
 GA2557'ELM TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2557'DISK SET IN A 10-INCH SQUARE,
 GA2557'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2557'IS STAMPED BURCH RM-2 1964.
 GA2557'
 GA2557'THE AZIMUTH MARK IS 21 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA2557'STATE ROUTE 33, 3
 GA2557'FEET SOUTHEAST OF UTILITY POLE NO.  288, 2 FEET NORTHWEST
 GA2557'OF A FENCE AND 1.7 FEET NORTH
 GA2557'OF A WITNESS POST.  IT IS A STANDARD
 GA2557'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2557'10-INCH SQUARE, FLUSH,
 GA2557'CONCRETE MONUMENT AND THE DISK IS STAMPED BURCH AZI 1964.
 GA2557'
 GA2557'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA2557'
 GA2557'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2557
 GA2557                          STATION RECOVERY (1964)
 GA2557
 GA2557'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2557'4 MI SW FROM MAYNARDVILLE.
 GA2557'FROM THE POST OFFICE IN MAYNARDVILLE, GO 4.35 MILES SOUTHWEST ON
 GA2557'STATE ROUTE 33 TO THE STATION ON THE RIGHT.  THE STATION MARK IS
 GA2557'LOCATED IN A GROVE OF TREES APPROXIMATELY 200 FEET NORTH OF STATE
 GA2557'ROUTE 33 AND ON THE SOUTH SLOPE OF A HILL, 113 FEET NORTH OF A
 GA2557'12-INCH ELM TREE, 33 FEET SOUTHWEST OF A 30-INCH TWIN-TRUNKED OAK
 GA2557'TREE AND 23 FEET NORTHEAST OF A 24-INCH TWIN-TRUNKED TULIP POPLAR
 GA2557'TREE.  THE STATION MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2557'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2557'GROUND.
 GA2557
 GA2557                          STATION RECOVERY (1980)
 GA2557
 GA2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2557'NONE OF THE MARKS WERE FOUND AND ALL ARE ASSUMED DESTROYED BY ROAD
 GA2557'WORK.
 GA2557
 GA2557                          STATION RECOVERY (1980)
 GA2557
 GA2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2554 ***********************************************************************
 GA2554  DESIGNATION -  BURCH AZ MK
 GA2554  PID         -  GA2554
 GA2554  STATE/COUNTY-  TN/UNION
 GA2554  USGS QUAD   -  GRAVESTON (1987)
 GA2554
 GA2554                         *CURRENT SURVEY CONTROL
 GA2554  ___________________________________________________________________
 GA2554* NAD 83(1986)-  36 13 01.     (N)    083 51 33.     (W)     SCALED    
 GA2554* NAVD 88     -       336.651  (meters)    1104.50   (feet)  ADJUSTED  
 GA2554  ___________________________________________________________________
 GA2554  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2554  DYNAMIC HT  -         336.344 (meters)    1103.49  (feet)  COMP
 GA2554  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GA2554
 GA2554  VERT ORDER  -  SECOND    CLASS 0
 GA2554
 GA2554.The horizontal coordinates were scaled from a topographic map and have
 GA2554.an estimated accuracy of +/- 6 seconds.
 GA2554
 GA2554.The orthometric height was determined by differential leveling
 GA2554.and adjusted by the National Geodetic Survey in June 1991..
 GA2554
 GA2554.The geoid height was determined by GEOID03.
 GA2554
 GA2554.The dynamic height is computed by dividing the NAVD 88
 GA2554.geopotential number by the normal gravity value computed on the
 GA2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2554.degrees latitude (g = 980.6199 gals.).
 GA2554
 GA2554.The modeled gravity was interpolated from observed gravity values.
 GA2554
 GA2554;                    North         East    Units  Estimated Accuracy
 GA2554;SPC TN       -   211,090.      792,470.      MT  (+/- 180 meters Scaled)
 GA2554
 GA2554                          SUPERSEDED SURVEY CONTROL
 GA2554
 GA2554  NGVD 29 (??/??/92)  336.728  (m)         1104.75   (f) ADJ UNCH    2 0
 GA2554
 GA2554.Superseded values are not recommended for survey control.
 GA2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2554.See file dsdata.txt to determine how the superseded data were derived.
 GA2554
 GA2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA429118(NAD 83)
 GA2554_MARKER: DD = SURVEY DISK
 GA2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2554_STAMPING: BURCH AZI 1964
 GA2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2554+STABILITY: SURFACE MOTION
 GA2554
 GA2554  HISTORY     - Date     Condition        Report By
 GA2554  HISTORY     - 1964     MONUMENTED       TNHD
 GA2554  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2554
 GA2554                          STATION DESCRIPTION
 GA2554
 GA2554'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2554'4 MI SW FROM MAYNARDVILLE.
 GA2554'FROM THE POST OFFICE IN MAYNARDVILLE, GO 4.1 MILES SOUTHWEST ON
 GA2554'STATE ROUTE 33 TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK
 GA2554'IS 21 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33,
 GA2554'3 FEET SOUTHEAST OF UTILITY POLE NO. 288, 2 FEET NORTHWEST OF A
 GA2554'FENCE AND 1.7 FEET NORTH OF A METAL WITNESS POST WITH SIGN.  THE
 GA2554'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2554'10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2554
 GA2554                          STATION RECOVERY (1980)
 GA2554
 GA2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2558 ***********************************************************************
 GA2558  DESIGNATION -  BURCH RM 1
 GA2558  PID         -  GA2558
 GA2558  STATE/COUNTY-  TN/UNION
 GA2558  USGS QUAD   -  GRAVESTON (1987)
 GA2558
 GA2558                         *CURRENT SURVEY CONTROL
 GA2558  ___________________________________________________________________
 GA2558* NAD 83(1986)-  36 12 55.     (N)    083 51 43.     (W)     SCALED    
 GA2558* NAVD 88     -       343.855  (meters)    1128.13   (feet)  ADJUSTED  
 GA2558  ___________________________________________________________________
 GA2558  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2558  DYNAMIC HT  -         343.541 (meters)    1127.10  (feet)  COMP
 GA2558  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 GA2558
 GA2558  VERT ORDER  -  SECOND    CLASS 0
 GA2558
 GA2558.The horizontal coordinates were scaled from a topographic map and have
 GA2558.an estimated accuracy of +/- 6 seconds.
 GA2558
 GA2558.The orthometric height was determined by differential leveling
 GA2558.and adjusted by the National Geodetic Survey in June 1991..
 GA2558
 GA2558.The geoid height was determined by GEOID03.
 GA2558
 GA2558.The dynamic height is computed by dividing the NAVD 88
 GA2558.geopotential number by the normal gravity value computed on the
 GA2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2558.degrees latitude (g = 980.6199 gals.).
 GA2558
 GA2558.The modeled gravity was interpolated from observed gravity values.
 GA2558
 GA2558;                    North         East    Units  Estimated Accuracy
 GA2558;SPC TN       -   210,900.      792,230.      MT  (+/- 180 meters Scaled)
 GA2558
 GA2558                          SUPERSEDED SURVEY CONTROL
 GA2558
 GA2558  NGVD 29 (??/??/92)  343.932  (m)         1128.38   (f) ADJ UNCH    2 0
 GA2558
 GA2558.Superseded values are not recommended for survey control.
 GA2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2558.See file dsdata.txt to determine how the superseded data were derived.
 GA2558
 GA2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA427116(NAD 83)
 GA2558_MARKER: DD = SURVEY DISK
 GA2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2558_STAMPING: BURCH RM-1 1964
 GA2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2558+STABILITY: SURFACE MOTION
 GA2558
 GA2558  HISTORY     - Date     Condition        Report By
 GA2558  HISTORY     - 1964     MONUMENTED       TNHD
 GA2558  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2558
 GA2558                          STATION DESCRIPTION
 GA2558
 GA2558'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2558'4 MI SW FROM MAYNARDVILLE.
 GA2558'THIS MARK IS LOCATED AT THE BURCH 1964 STATION SITE, 51 FEET NORTH
 GA2558'OF A 30-INCH TWIN-TRUNKED OAK TREE, 7 FEET SOUTHWEST OF THE
 GA2558'APPROXIMATE CENTER OF A STONE AND CEMENT DRAINAGE DITCH AND 78
 GA2558'FEET NORTH-NORTHEAST OF THE STATION, THE MARK IS A STANDARD
 GA2558'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2558'MONUMENT FLUSH WITH THE GROUND.
 GA2558
 GA2558                          STATION RECOVERY (1980)
 GA2558
 GA2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2556 ***********************************************************************
 GA2556  DESIGNATION -  BURCH RM 2
 GA2556  PID         -  GA2556
 GA2556  STATE/COUNTY-  TN/UNION
 GA2556  USGS QUAD   -  GRAVESTON (1987)
 GA2556
 GA2556                         *CURRENT SURVEY CONTROL
 GA2556  ___________________________________________________________________
 GA2556* NAD 83(1986)-  36 12 55.     (N)    083 51 43.     (W)     SCALED    
 GA2556* NAVD 88     -       343.232  (meters)    1126.09   (feet)  ADJUSTED  
 GA2556  ___________________________________________________________________
 GA2556  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2556  DYNAMIC HT  -         342.919 (meters)    1125.06  (feet)  COMP
 GA2556  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 GA2556
 GA2556  VERT ORDER  -  SECOND    CLASS 0
 GA2556
 GA2556.The horizontal coordinates were scaled from a topographic map and have
 GA2556.an estimated accuracy of +/- 6 seconds.
 GA2556
 GA2556.The orthometric height was determined by differential leveling
 GA2556.and adjusted by the National Geodetic Survey in June 1991..
 GA2556
 GA2556.The geoid height was determined by GEOID03.
 GA2556
 GA2556.The dynamic height is computed by dividing the NAVD 88
 GA2556.geopotential number by the normal gravity value computed on the
 GA2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2556.degrees latitude (g = 980.6199 gals.).
 GA2556
 GA2556.The modeled gravity was interpolated from observed gravity values.
 GA2556
 GA2556;                    North         East    Units  Estimated Accuracy
 GA2556;SPC TN       -   210,900.      792,230.      MT  (+/- 180 meters Scaled)
 GA2556
 GA2556                          SUPERSEDED SURVEY CONTROL
 GA2556
 GA2556  NGVD 29 (??/??/92)  343.311  (m)         1126.35   (f) ADJ UNCH    2 0
 GA2556
 GA2556.Superseded values are not recommended for survey control.
 GA2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2556.See file dsdata.txt to determine how the superseded data were derived.
 GA2556
 GA2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA427116(NAD 83)
 GA2556_MARKER: DD = SURVEY DISK
 GA2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2556_STAMPING: BURCH RM-2 1964
 GA2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2556+STABILITY: SURFACE MOTION
 GA2556
 GA2556  HISTORY     - Date     Condition        Report By
 GA2556  HISTORY     - 1964     MONUMENTED       TNHD
 GA2556  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2556
 GA2556                          STATION DESCRIPTION
 GA2556
 GA2556'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2556'4 MI SW FROM MAYNARDVILLE.
 GA2556'THIS MARK IS LOCATED AT THE BURCH 1964 STATION SITE, 44 FEET WEST
 GA2556'OF A 24-INCH OAK TREE AND 22 FEET NORTH OF A 13-INCH ELM TREE AND
 GA2556'95 FEET SOUTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA2556'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2556'FLUSH WITH THE GROUND.
 GA2556
 GA2556                          STATION RECOVERY (1980)
 GA2556
 GA2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2652 ***********************************************************************
 FB2652  DESIGNATION -  BURLINGTON MC CALLA AVE BAP CH
 FB2652  PID         -  FB2652
 FB2652  STATE/COUNTY-  TN/KNOX
 FB2652  USGS QUAD   -  KNOXVILLE (1978)
 FB2652
 FB2652                         *CURRENT SURVEY CONTROL
 FB2652  ___________________________________________________________________
 FB2652* NAD 83(1995)-  35 59 51.99388(N)    083 52 36.76102(W)     ADJUSTED  
 FB2652* NAVD 88     -                                                        
 FB2652  ___________________________________________________________________
 FB2652  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FB2652  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB2652
 FB2652  HORZ ORDER  -  THIRD
 FB2652
 FB2652.The horizontal coordinates were established by classical geodetic methods
 FB2652.and adjusted by the National Geodetic Survey in April 1999..
 FB2652
 FB2652
 FB2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2652
 FB2652.The geoid height was determined by GEOID03.
 FB2652
 FB2652;                    North         East     Units Scale Factor Converg.
 FB2652;SPC TN       -   186,744.970   791,409.765   MT  0.99995247   +1 14 34.7
 FB2652;SPC TN       -   612,679.12  2,596,483.54   sFT  0.99995247   +1 14 34.7
 FB2652;UTM  17      - 3,987,530.259   240,672.575   MT  1.00042874   -1 41 30.6
 FB2652
 FB2652                          SUPERSEDED SURVEY CONTROL
 FB2652
 FB2652  NAD 83(1995)-  35 59 52.00274(N)    083 52 36.75788(W) AD(       ) 4
 FB2652  NAD 83(1986)-  35 59 52.00817(N)    083 52 36.75619(W) AD(       ) 4
 FB2652  NAD 27      -  35 59 51.70600(N)    083 52 37.10200(W) AD(       ) 3
 FB2652
 FB2652.Superseded values are not recommended for survey control.
 FB2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2652.See file dsdata.txt to determine how the superseded data were derived.
 FB2652
 FB2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4067387530(NAD 83)
 FB2652_MARKER: 90 = CHURCH SPIRE
 FB2652
 FB2652  HISTORY     - Date     Condition        Report By
 FB2652  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2652  HISTORY     - 20010322 GOOD             USPSQD
 FB2652
 FB2652                          STATION DESCRIPTION
 FB2652
 FB2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2652'THE STATION IS LOCATED IN THE BURLINGTON SUB-DIVISION OF KNOXVILLE.
 FB2652'IT IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF MCCALLA AVENUE
 FB2652'SE AND OAKLAND STREET SE.
 FB2652'
 FB2652'THE SPIRE IS ATOP A LARGE BRICK STRUCTURE, IS SHEATHED WITH ALUMINUM,
 FB2652'HAS A BALL FINIAL AT THE APEX OF THE SPIRE, AND AN OVER-ALL HEIGHT OF
 FB2652'80.0 FEET.
 FB2652'
 FB2652'THE FINIAL AT THE APEX OF THE SPIRE WAS THE POINT OBSERVED UPON.
 FB2652
 FB2652                          STATION RECOVERY (2001)
 FB2652
 FB2652'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2652'STATION FOUND IN GOOD CONDITION.  CHANGE ABOVE DESCRIPTION OF MCCALLA
 FB2652'AVENUE SE TO READ M L KING, JR AVE.  CHURCH IS NOW GREATER WARNER
 FB2652'TABERNACLE AME ZION CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2647 ***********************************************************************
 FE2647  DESIGNATION -  BURLISON
 FE2647  PID         -  FE2647
 FE2647  STATE/COUNTY-  TN/TIPTON
 FE2647  USGS QUAD   -  GILT EDGE (1981)
 FE2647
 FE2647                         *CURRENT SURVEY CONTROL
 FE2647  ___________________________________________________________________
 FE2647* NAD 83(1995)-  35 33 25.65668(N)    089 46 44.04874(W)     ADJUSTED  
 FE2647* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 FE2647  ___________________________________________________________________
 FE2647  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 FE2647  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE2647
 FE2647  HORZ ORDER  -  SECOND
 FE2647
 FE2647.The horizontal coordinates were established by classical geodetic methods
 FE2647.and adjusted by the National Geodetic Survey in April 1999..
 FE2647
 FE2647.The orthometric height was scaled from a topographic map.
 FE2647
 FE2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2647
 FE2647.The geoid height was determined by GEOID03.
 FE2647
 FE2647;                    North         East     Units Scale Factor Converg.
 FE2647;SPC TN       -   142,392.364   257,484.229   MT  0.99996002   -2 12 44.4
 FE2647;SPC TN       -   467,165.61    844,762.84   sFT  0.99996002   -2 12 44.4
 FE2647;SPC AR N     -   138,040.420   601,346.094   MT  0.99993605   +1 17 32.8
 FE2647;SPC AR N     -   452,887.61  1,972,916.31   sFT  0.99993605   +1 17 32.8
 FE2647;UTM  16      - 3,938,382.824   248,119.062   MT  1.00038190   -1 37 00.6
 FE2647
 FE2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2647!SPC TN       -   0.99998465  x   0.99996002  =   0.99994467
 FE2647!SPC AR N     -   0.99998465  x   0.99993605  =   0.99992070
 FE2647!UTM  16      -   0.99998465  x   1.00038190  =   1.00036655
 FE2647
 FE2647:                Primary Azimuth Mark                     Grid Az
 FE2647:SPC TN       -  FORT PILLOW STATE FARM TANK              018 12 32.3
 FE2647:SPC AR N     -  FORT PILLOW STATE FARM TANK              014 42 15.1
 FE2647:UTM  16      -  FORT PILLOW STATE FARM TANK              017 36 48.5
 FE2647
 FE2647|---------------------------------------------------------------------|
 FE2647| PID    Reference Object                     Distance      Geod. Az  |
 FE2647|                                                           dddmmss.s |
 FE2647| FE2646 FORT PILLOW STATE FARM TANK         APPROX.12.1 KM 0155947.9 |
 FE2647| CG3310 BURLISON RM 1                        28.963 METERS 04322     |
 FE2647| CG3309 BURLISON AZ MK                                     0472500.4 |
 FE2647| FE2640 COVINGTON FED COMP WHSE N TANK      APPROX.12.7 KM 0824544.1 |
 FE2647| FE2643 COVINGTON MUNICIPAL TANK            APPROX.12.0 KM 0854220.2 |
 FE2647| CG3311 BURLISON RM 2                        27.263 METERS 25047     |
 FE2647|---------------------------------------------------------------------|
 FE2647
 FE2647                          SUPERSEDED SURVEY CONTROL
 FE2647
 FE2647  NAD 83(1995)-  35 33 25.66599(N)    089 46 44.05035(W) AD(       ) 2
 FE2647  NAD 83(1986)-  35 33 25.66873(N)    089 46 44.05035(W) AD(       ) 2
 FE2647  NAD 27      -  35 33 25.37660(N)    089 46 43.75660(W) AD(       ) 2
 FE2647
 FE2647.Superseded values are not recommended for survey control.
 FE2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2647.See file dsdata.txt to determine how the superseded data were derived.
 FE2647
 FE2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4811938383(NAD 83)
 FE2647_MARKER: DS = TRIANGULATION STATION DISK
 FE2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2647
 FE2647  HISTORY     - Date     Condition        Report By
 FE2647  HISTORY     - 1958     MONUMENTED       CGS
 FE2647
 FE2647                          STATION DESCRIPTION
 FE2647
 FE2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2647'THE STATION IS ABOUT 7.5 MILES WEST OF COVINGTON, ABOUT 7.5 MILES
 FE2647'NORTH OF MUNFORD AND ON THE GROUNDS OF THE BURLISON ELEMENTARY
 FE2647'SCHOOL.  IT IS 5 FEET NORTHWEST OF A WHITE WITNESS POST, 50 FEET
 FE2647'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 59, 120 FEET WEST OF THE
 FE2647'WEST CORNER OF THE SCHOOL BUILDING AND 31 FEET SOUTH OF A POWERLINE
 FE2647'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BURLISON
 FE2647'1958.
 FE2647'
 FE2647'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE IN
 FE2647'COVINGTON, GO WEST ON STATE HIGHWAY 59 FOR 7.45 MILES TO THE
 FE2647'AZIMUTH MARK ON THE RIGHT, NORTHWEST SIDE OF THE ROAD.  CONTINUE
 FE2647'WESTERLY FOR 0.2 MILE TO THE STATION ON THE LEFT, SOUTHEAST SIDE
 FE2647'OF THE ROAD.
 FE2647'
 FE2647'REFERENCE MARK 1 IS 3 FEET SOUTHEAST OF A POWERLINE POLE, 28 FEET
 FE2647'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 59 AND 64 FEET NORTHWEST
 FE2647'OF THE WEST CORNER OF THE SCHOOL BUILDING.  THE MONUMENT IS FLUSH AND
 FE2647'THE DISK IS STAMPED BURLISON NO 1 1958.
 FE2647'
 FE2647'REFERENCE MARK 2 IS 31 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 FE2647'HIGHWAY 59, 20 FEET NORTHEAST OF A 30 INCH OAK TREE AND 36 FEET
 FE2647'SOUTHWEST OF A POWERLINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2647'STAMPED BURLISON NO 2 1958.
 FE2647'
 FE2647'THE AZIMUTH MARK IS 35 FEET NORTHWEST OF THE CENTERLINE OF STATE
 FE2647'HIGHWAY 59, 17 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED
 FE2647'DRIVEWAY, 4 FEET SOUTHWEST OF A WHITE WITNESS POST, 72 FEET SOUTHEAST
 FE2647'OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 4 FEET SOUTHWEST OF A
 FE2647'POWERLINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2647'BURLISON 1958.
 FE2647'
 FE2647'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0838 ***********************************************************************
 GD0838  DESIGNATION -  BURRUS BOLT RESET
 GD0838  PID         -  GD0838
 GD0838  STATE/COUNTY-  TN/LAKE
 GD0838  USGS QUAD   -  MOORING (1983)
 GD0838
 GD0838                         *CURRENT SURVEY CONTROL
 GD0838  ___________________________________________________________________
 GD0838* NAD 83(1986)-  36 21 51.     (N)    089 30 23.     (W)     SCALED    
 GD0838* NAVD 88     -        85.700  (meters)     281.17   (feet)  ADJUSTED  
 GD0838  ___________________________________________________________________
 GD0838  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0838  DYNAMIC HT  -          85.631 (meters)     280.94  (feet)  COMP
 GD0838  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 GD0838
 GD0838  VERT ORDER  -  FIRST     CLASS II
 GD0838
 GD0838.The horizontal coordinates were scaled from a topographic map and have
 GD0838.an estimated accuracy of +/- 6 seconds.
 GD0838
 GD0838.The orthometric height was determined by differential leveling
 GD0838.and adjusted by the National Geodetic Survey in June 1991..
 GD0838
 GD0838.The geoid height was determined by GEOID03.
 GD0838
 GD0838.The dynamic height is computed by dividing the NAVD 88
 GD0838.geopotential number by the normal gravity value computed on the
 GD0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0838.degrees latitude (g = 980.6199 gals.).
 GD0838
 GD0838.The modeled gravity was interpolated from observed gravity values.
 GD0838
 GD0838;                    North         East    Units  Estimated Accuracy
 GD0838;SPC TN       -   230,960.      285,380.      MT  (+/- 180 meters Scaled)
 GD0838
 GD0838                          SUPERSEDED SURVEY CONTROL
 GD0838
 GD0838  NGVD 29 (??/??/??)   85.619  (m)          280.90   (f) ADJUSTED    1 2
 GD0838
 GD0838.Superseded values are not recommended for survey control.
 GD0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0838.See file dsdata.txt to determine how the superseded data were derived.
 GD0838
 GD0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF751272(NAD 83)
 GD0838_MARKER: B = BOLT
 GD0838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0838_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0838_STAMPING: PBM BURRUS RESET 1949
 GD0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0838
 GD0838  HISTORY     - Date     Condition        Report By
 GD0838  HISTORY     - 1949     MONUMENTED       DOD
 GD0838  HISTORY     - 1957     GOOD             CGS
 GD0838
 GD0838                          STATION DESCRIPTION
 GD0838
 GD0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0838'1.9 MI SW FROM TIPTONVILLE.
 GD0838'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURT HOUSE
 GD0838'AT TIPTONVILLE, NEAR TIPTONVILLE FERRY LANDING ON MISSISSIPPI
 GD0838'RIVER, ABOUT 154 YARDS SOUTHWEST OF TOP OF LEVEE, 66 FEET
 GD0838'SOUTHWEST OF CENTER LINE OF HIGHWAY TO FERRY LANDING, 26 FEET
 GD0838'NORTHWEST OF CENTER LINE OF A DIRT ROAD SOUTHWEST, 5 FEET NORTH
 GD0838'OF A 10-INCH PECAN TREE WITH A WATER GAGE NAILED ON TREE, 303
 GD0838'FEET SOUTHEAST OF SOUTHEAST CORNER OF A 60-FOOT WOODEN BRIDGE,
 GD0838'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND IS A BOLT DIRECTLY UNDER
 GD0838'A U.S.E. PIPE AND CAP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0837 ***********************************************************************
 GD0837  DESIGNATION -  BURRUS CAP RESET
 GD0837  PID         -  GD0837
 GD0837  STATE/COUNTY-  TN/LAKE
 GD0837  USGS QUAD   -  MOORING (1983)
 GD0837
 GD0837                         *CURRENT SURVEY CONTROL
 GD0837  ___________________________________________________________________
 GD0837* NAD 83(1986)-  36 21 51.     (N)    089 30 23.     (W)     SCALED    
 GD0837* NAVD 88     -        86.897  (meters)     285.09   (feet)  ADJUSTED  
 GD0837  ___________________________________________________________________
 GD0837  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0837  DYNAMIC HT  -          86.826 (meters)     284.86  (feet)  COMP
 GD0837  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 GD0837
 GD0837  VERT ORDER  -  FIRST     CLASS II
 GD0837
 GD0837.The horizontal coordinates were scaled from a topographic map and have
 GD0837.an estimated accuracy of +/- 6 seconds.
 GD0837
 GD0837.The orthometric height was determined by differential leveling
 GD0837.and adjusted by the National Geodetic Survey in June 1991..
 GD0837
 GD0837.The geoid height was determined by GEOID03.
 GD0837
 GD0837.The dynamic height is computed by dividing the NAVD 88
 GD0837.geopotential number by the normal gravity value computed on the
 GD0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0837.degrees latitude (g = 980.6199 gals.).
 GD0837
 GD0837.The modeled gravity was interpolated from observed gravity values.
 GD0837
 GD0837;                    North         East    Units  Estimated Accuracy
 GD0837;SPC TN       -   230,960.      285,380.      MT  (+/- 180 meters Scaled)
 GD0837
 GD0837                          SUPERSEDED SURVEY CONTROL
 GD0837
 GD0837  NGVD 29 (??/??/??)   86.810  (m)          284.81   (f) ADJUSTED    1 2
 GD0837
 GD0837.Superseded values are not recommended for survey control.
 GD0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0837.See file dsdata.txt to determine how the superseded data were derived.
 GD0837
 GD0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF751272(NAD 83)
 GD0837_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0837_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0837_STAMPING: PBM BURRUS RESET 1949
 GD0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0837
 GD0837  HISTORY     - Date     Condition        Report By
 GD0837  HISTORY     - 1949     MONUMENTED       CGS
 GD0837  HISTORY     - 1957     GOOD             CGS
 GD0837
 GD0837                          STATION DESCRIPTION
 GD0837
 GD0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0837'1.9 MI SW FROM TIPTONVILLE.
 GD0837'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURT
 GD0837'HOUSE AT TIPTONVILLE, NEAR TIPTONVILLE FERRY LANDING ON
 GD0837'MISSISSIPPI RIVER, ABOUT 154 YARDS SOUTHWEST OF TOP OF LEVEE, 66
 GD0837'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY TO FERRY LANDING, 26
 GD0837'FEET NORTHWEST OF CENTER LINE OF A DIRT ROAD SOUTHWEST, 5 FEET
 GD0837'NORTH OF A 10-INCH PECAN TREE WITH A WATER GAGE NAILED ON TREE,
 GD0837'303 FEET SOUTHEAST OF SOUTHEAST CORNER OF A 60-FOOT WOODEN BRIDGE,
 GD0837'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY A U.S.E. PIPE AND CAP PROJECTING
 GD0837'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2481 ***********************************************************************
 FE2481  DESIGNATION -  BURY
 FE2481  PID         -  FE2481
 FE2481  STATE/COUNTY-  TN/HARDEMAN
 FE2481  USGS QUAD   -  SAULSBURY (1981)
 FE2481
 FE2481                         *CURRENT SURVEY CONTROL
 FE2481  ___________________________________________________________________
 FE2481* NAD 83(1995)-  35 02 08.46784(N)    089 06 58.69689(W)     ADJUSTED  
 FE2481* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 FE2481  ___________________________________________________________________
 FE2481  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 FE2481  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE2481
 FE2481  HORZ ORDER  -  THIRD
 FE2481
 FE2481.The horizontal coordinates were established by classical geodetic methods
 FE2481.and adjusted by the National Geodetic Survey in April 1999..
 FE2481
 FE2481.The orthometric height was scaled from a topographic map.
 FE2481
 FE2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2481
 FE2481.The geoid height was determined by GEOID03.
 FE2481
 FE2481;                    North         East     Units Scale Factor Converg.
 FE2481;SPC TN       -    82,454.384   315,677.143   MT  1.00004473   -1 49 27.9
 FE2481;SPC TN       -   270,519.09  1,035,684.09   sFT  1.00004473   -1 49 27.9
 FE2481;SPC MS E     -   613,868.518   274,180.537   MT  0.99995821   -0 09 44.8
 FE2481;SPC MS E     - 2,014,000.30    899,540.65   sFT  0.99995821   -0 09 44.8
 FE2481;UTM  16      - 3,879,047.774   306,952.485   MT  1.00005932   -1 12 55.1
 FE2481
 FE2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2481!SPC TN       -   0.99997232  x   1.00004473  =   1.00001705
 FE2481!SPC MS E     -   0.99997232  x   0.99995821  =   0.99993053
 FE2481!UTM  16      -   0.99997232  x   1.00005932  =   1.00003164
 FE2481
 FE2481|---------------------------------------------------------------------|
 FE2481| PID    Reference Object                     Distance      Geod. Az  |
 FE2481|                                                           dddmmss.s |
 FE2481| CG3313 BURY RM 1                            28.610 METERS 07521     |
 FE2481| CG3314 BURY RM 2                            24.425 METERS 12852     |
 FE2481| CG3312 BURY AZ MK                                         1501924.4 |
 FE2481|---------------------------------------------------------------------|
 FE2481
 FE2481                          SUPERSEDED SURVEY CONTROL
 FE2481
 FE2481  NAD 83(1995)-  35 02 08.46783(N)    089 06 58.69687(W) AD(       ) 3
 FE2481  NAD 83(1995)-  35 02 08.47885(N)    089 06 58.69745(W) AD(       ) 3
 FE2481  NAD 83(1986)-  35 02 08.47906(N)    089 06 58.69670(W) AD(       ) 3
 FE2481  NAD 27      -  35 02 08.16140(N)    089 06 58.46534(W) AD(       ) 3
 FE2481
 FE2481.Superseded values are not recommended for survey control.
 FE2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2481.See file dsdata.txt to determine how the superseded data were derived.
 FE2481
 FE2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0695279048(NAD 83)
 FE2481_MARKER: DS = TRIANGULATION STATION DISK
 FE2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2481_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2481
 FE2481  HISTORY     - Date     Condition        Report By
 FE2481  HISTORY     - 1966     MONUMENTED       CGS
 FE2481
 FE2481                          STATION DESCRIPTION
 FE2481
 FE2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE2481'STATION IS LOCATED 4 MILES EAST-SOUTHEAST OF GRAND JUNCTION, 4 MILES
 FE2481'EAST OF FAYETTE-HARDEMAN COUNTY LINE, 3 MILES NORTH OF
 FE2481'MISSISSIPPI-TENNESSEE STATE LINE, 2 MILES SOUTHWEST OF SAULSBURY AND
 FE2481'ON PROPERTY OF MR. J.J. SMITH.
 FE2481'
 FE2481'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND TIPPAH
 FE2481'STREET IN GRAND JUNCTION, GO EAST ON STATE HIGHWAY 57 FOR 3.2 MILES
 FE2481'TO A SIDE ROAD RIGHT, (SMITH ROAD), TURN RIGHT AND GO SOUTHEASTERLY
 FE2481'ON BLADED DIRT ROAD FOR 0.5 MILE TO RAILROAD TRACK, CONTINUE
 FE2481'SOUTHEASTERLY FOR 1.35 MILE TO SMITHS FARM BUILDING ON LEFT, TURN
 FE2481'LEFT, NORTH FOR APPROXIMATELY 300 FEET TO GATE ON RIGHT,
 FE2481'TURN RIGHT THROUGH GATE INTO BARN YARD KEPPING RIGHT FOR 100 FEET TO
 FE2481'ANOTHER GATE, PASS THROUGH GATE AND GO SOUTHERLY FOR 0.05 MILE TO
 FE2481'ANOTHER GATE, PASS THROUGH GATE AND TURN LEFT, EAST AND GO 0.1 MILE
 FE2481'ACROSS PASTURE TO STATION AS DESCRIBED.
 FE2481'
 FE2481'STATION MARK, A STANDARD DISK STAMPED BURY 1966, IS SET IN TOP OF A
 FE2481'CONCRETE CYLINDER WHICH IS SET BELOW THE SURFACE OF THE GROUND 14
 FE2481'INCHES. THE MARK IS 96.5 FEET SOUTHWEST OF 40 INCH HARDWOOD TREE WITH
 FE2481'A TRIANGLE BLAZE, 77.5 FEET NORTHWEST OF WOODS AREA, 81.2
 FE2481'FEET NORTHWEST OF WITNESS POST AND 77.5 FEET NORTHWEST OF 10 INCH
 FE2481'PINE TREE WITH TRIANGLE BLAZE.
 FE2481'
 FE2481'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BURY NO 1 1966,
 FE2481'IS SET IN TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 2 INCHES.
 FE2481'THE MARK IS 89.5 FEET SOUTHEAST OF THE TRIANGLE BLAZED HARDWOOD TREE
 FE2481'AND 69 FEET NORTHEAST OF THE TRIANGLE BLAZED PINE TREE.
 FE2481'
 FE2481'REFERENCE MARK 2, A STANDARD DISK STAMPED BURY NO 2 1966, IS SET IN
 FE2481'TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 3 INCHES. THE MARK
 FE2481'IS 11 FEET SOUTH OF THE TRIANGLE BLAZED PINE TREE AND 2 FEET NORTH OF
 FE2481'WITNESS POST.
 FE2481'
 FE2481'AZIMUTH MARK, A STANDARD DISK STAMPED BURY 1966, IS SET IN TOP OF A
 FE2481'CONCRETE CYLINDER WHICH PROJECTS ABOUT 8 INCHES. THE MARK IS 15 FEET
 FE2481'EAST-NORTHEAST OF CENTER OF DIRT ROAD, 9.5 FEET NORTHWEST OF CEDAR
 FE2481'TREE, 1.6 FEET NORTHWEST OF WITNESS POST AND IN FENCE LINE.
 FE2481'
 FE2481'TO REACH THE AZIMUTH MARK FROM ENTRANCE TO SMITHS FARM BUILDING FROM
 FE2481'MAIN DIRT ROAD, CONTINUE SOUTHEAST ON BLADED DIRT ROAD 0.35 MILE TO
 FE2481'THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 FE2481'
 FE2481'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0896 ***********************************************************************
 FD0896  DESIGNATION -  BUSBY
 FD0896  PID         -  FD0896
 FD0896  STATE/COUNTY-  TN/LAWRENCE
 FD0896  USGS QUAD   -  LORETTO (1976)
 FD0896
 FD0896                         *CURRENT SURVEY CONTROL
 FD0896  ___________________________________________________________________
 FD0896* NAD 83(1986)-  35 07 26.     (N)    087 23 22.     (W)     SCALED    
 FD0896* NAVD 88     -       287.734  (meters)     944.01   (feet)  ADJUSTED  
 FD0896  ___________________________________________________________________
 FD0896  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0896  DYNAMIC HT  -         287.459 (meters)     943.11  (feet)  COMP
 FD0896  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0896
 FD0896  VERT ORDER  -  FIRST     CLASS II
 FD0896
 FD0896.The horizontal coordinates were scaled from a topographic map and have
 FD0896.an estimated accuracy of +/- 6 seconds.
 FD0896
 FD0896.The orthometric height was determined by differential leveling
 FD0896.and adjusted by the National Geodetic Survey in June 1991..
 FD0896
 FD0896.The geoid height was determined by GEOID03.
 FD0896
 FD0896.The dynamic height is computed by dividing the NAVD 88
 FD0896.geopotential number by the normal gravity value computed on the
 FD0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0896.degrees latitude (g = 980.6199 gals.).
 FD0896
 FD0896.The modeled gravity was interpolated from observed gravity values.
 FD0896
 FD0896;                    North         East    Units  Estimated Accuracy
 FD0896;SPC TN       -    88,610.      473,350.      MT  (+/- 180 meters Scaled)
 FD0896
 FD0896                          SUPERSEDED SURVEY CONTROL
 FD0896
 FD0896  NGVD 29 (??/??/92)  287.688  (m)          943.86   (f) ADJ UNCH    1 2
 FD0896
 FD0896.Superseded values are not recommended for survey control.
 FD0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0896.See file dsdata.txt to determine how the superseded data were derived.
 FD0896
 FD0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD645868(NAD 83)
 FD0896_MARKER: DD = SURVEY DISK
 FD0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0896_STAMPING: BUSBY 1962
 FD0896_MARK LOGO: TNHD  
 FD0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0896+STABILITY: SURFACE MOTION
 FD0896
 FD0896  HISTORY     - Date     Condition        Report By
 FD0896  HISTORY     - 1962     MONUMENTED       TNHD
 FD0896  HISTORY     - 1983     GOOD             NGS
 FD0896
 FD0896                          STATION DESCRIPTION
 FD0896
 FD0896'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0896'3.5 MI SW FROM LEOMA.
 FD0896'FROM THE POST OFFICE IN LEOMA, GO SOUTHWEST ON U.S. HIGHWAY 43
 FD0896'FOR 3.55 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 47
 FD0896'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 33 FEET
 FD0896'WEST-SOUTHWEST OF A TELEPHONE POLE, 32.5 FEET WEST-SOUTHWEST
 FD0896'OF A WITNESS POST, AND 31 FEET SOUTHEAST OF A 6-INCH OAK TREE.
 FD0896'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0896'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 2
 FD0896'INCHES ABOVE THE GROUND.
 FD0896
 FD0896                          STATION RECOVERY (1983)
 FD0896
 FD0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1561 ***********************************************************************
 FD1561  DESIGNATION -  BUSBY
 FD1561  PID         -  FD1561
 FD1561  STATE/COUNTY-  TN/LAWRENCE
 FD1561  USGS QUAD   -  LORETTO (1976)
 FD1561
 FD1561                         *CURRENT SURVEY CONTROL
 FD1561  ___________________________________________________________________
 FD1561* NAD 83(1995)-  35 07 25.95346(N)    087 23 23.97888(W)     ADJUSTED  
 FD1561* NAVD 88     -       287.8    (meters)     944.     (feet)  VERTCON   
 FD1561  ___________________________________________________________________
 FD1561  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FD1561  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD1561
 FD1561  HORZ ORDER  -  SECOND
 FD1561
 FD1561.The horizontal coordinates were established by classical geodetic methods
 FD1561.and adjusted by the National Geodetic Survey in April 1999..
 FD1561
 FD1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1561
 FD1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1561
 FD1561.The geoid height was determined by GEOID03.
 FD1561
 FD1561;                    North         East     Units Scale Factor Converg.
 FD1561;SPC TN       -    88,611.412   473,302.644   MT  1.00002465   -0 48 49.5
 FD1561;SPC TN       -   290,719.27  1,552,827.09   sFT  1.00002465   -0 48 49.5
 FD1561;UTM  16      - 3,886,850.158   464,466.013   MT  0.99961556   -0 13 27.8
 FD1561
 FD1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1561!SPC TN       -   0.99995915  x   1.00002465  =   0.99998380
 FD1561!UTM  16      -   0.99995915  x   0.99961556  =   0.99957472
 FD1561
 FD1561|---------------------------------------------------------------------|
 FD1561| PID    Reference Object                     Distance      Geod. Az  |
 FD1561|                                                           dddmmss.s |
 FD1561| CG4930 BUSBY RM 1                           25.673 METERS 05009     |
 FD1561| CG4931 BUSBY RM 2                           25.867 METERS 21846     |
 FD1561| FD0894 BUSBY AZ MK                                        2221135.2 |
 FD1561|---------------------------------------------------------------------|
 FD1561
 FD1561                          SUPERSEDED SURVEY CONTROL
 FD1561
 FD1561  NAD 83(1995)-  35 07 25.95336(N)    087 23 23.98076(W) AD(       ) 2
 FD1561  NAD 83(1995)-  35 07 25.96229(N)    087 23 23.98264(W) AD(       ) 2
 FD1561  NAD 83(1986)-  35 07 25.96435(N)    087 23 23.98222(W) AD(       ) 2
 FD1561  NAD 27      -  35 07 25.66500(N)    087 23 23.90200(W) AD(       ) 2
 FD1561  NGVD 29 (07/19/86)  287.8    (m)          944.     (f) VERT ANG       
 FD1561
 FD1561.Superseded values are not recommended for survey control.
 FD1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1561.See file dsdata.txt to determine how the superseded data were derived.
 FD1561
 FD1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6446686850(NAD 83)
 FD1561_MARKER: DD = SURVEY DISK
 FD1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1561
 FD1561  HISTORY     - Date     Condition        Report By
 FD1561  HISTORY     - 1962     MONUMENTED       TNHD
 FD1561
 FD1561                          STATION DESCRIPTION
 FD1561
 FD1561'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1561'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF LEOMA AND ABOUT 2
 FD1561'MILES NORTHEAST OF BUSBY  SWITCH.
 FD1561'
 FD1561'TO REACH THE STATION FROM THE POST OFFICE IN LEOMA, GO SOUTHWEST ON U
 FD1561'S HIGHWAY 43 FOR 3.55 MILES
 FD1561'TO THE STATION ON THE RIGHT.
 FD1561'
 FD1561'THE STATION IS 47 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U S
 FD1561'HIGHWAY 43, 33 FEET
 FD1561'WEST-SOUTHWEST OF A TELEPHONE POLE, 32.5 FEET WEST-SOUTHWEST
 FD1561'OF A WITNESS POST, AND 31
 FD1561'FEET SOUTHEAST OF A 6-INCH OAK TREE.  THE
 FD1561'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1561'TENNESSEE HIGHWAY
 FD1561'DEPARTMENT DISKS STAMPED BUSBY 1962.  THE UNDERGROUND MARK IS
 FD1561'ABOUT 30 INCHES
 FD1561'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH,
 FD1561'SQUARE, CONCRETE MONUMENT
 FD1561'THAT PROJECTS 2 INCHES.
 FD1561'
 FD1561'REFERENCE MARK NO 1 IS 51 FEET NORTHEAST OF A TELEPHONE POLE, 40 FEET
 FD1561'NORTHWEST OF THE APPROXIMATE
 FD1561'CENTER OF U S HIGHWAY 43 AND 19 FEET SOUTH OF A
 FD1561'6-INCH OAK TREE.  IT IS A STANDARD
 FD1561'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1561'SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1561'PROJECTS 2 INCHES
 FD1561'AND THE DISK IS STAMPED BUSBY RM 1 1962.
 FD1561'
 FD1561'REFERENCE MARK NO 2 IS 39 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD1561'U S HIGHWAY 43 AND 30
 FD1561'FEET EAST OF A 6-INCH OAK TREE.  IT IS A STANDARD
 FD1561'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1561'SET IN A 10-INCH, SQUARE, CONCRETE
 FD1561'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 FD1561'STAMPED BUSBY RM 2 1962.
 FD1561'
 FD1561'THE AZIMUTH MARK IS 38 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U
 FD1561'S HIGHWAY 43, 3.0 FEET
 FD1561'NORTHEAST OF POWER POLE NO 159 AND 2.0 FEET NORTHEAST OF
 FD1561'A WITNESS POST.  IT IS A
 FD1561'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1561'REFERENCE MARK DISK SET IN A 10-INCH,
 FD1561'SQUARE, CONCRETE MONUMENT THAT
 FD1561'PROJECTS 3 INCHES AND THE DISK IS STAMPED BUSBY AZI 1962.
 FD1561'1962.
 FD1561'
 FD1561'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON U S
 FD1561'HIGHWAY 43 FOR 0.3 MILE TO
 FD1561'THE AZIMUTH MARK ON THE LEFT.
 FD1561'
 FD1561'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD1561'
 FD1561'HEIGHT OF LIGHT ABOVE STATION MARK 22.07 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0894 ***********************************************************************
 FD0894  DESIGNATION -  BUSBY AZ MK
 FD0894  PID         -  FD0894
 FD0894  STATE/COUNTY-  TN/LAWRENCE
 FD0894  USGS QUAD   -  LORETTO (1976)
 FD0894
 FD0894                         *CURRENT SURVEY CONTROL
 FD0894  ___________________________________________________________________
 FD0894* NAD 83(1986)-  35 07 14.     (N)    087 23 36.     (W)     SCALED    
 FD0894* NAVD 88     -       282.687  (meters)     927.45   (feet)  ADJUSTED  
 FD0894  ___________________________________________________________________
 FD0894  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0894  DYNAMIC HT  -         282.416 (meters)     926.56  (feet)  COMP
 FD0894  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 FD0894
 FD0894  VERT ORDER  -  FIRST     CLASS II
 FD0894
 FD0894.The horizontal coordinates were scaled from a topographic map and have
 FD0894.an estimated accuracy of +/- 6 seconds.
 FD0894
 FD0894.The orthometric height was determined by differential leveling
 FD0894.and adjusted by the National Geodetic Survey in June 1991..
 FD0894
 FD0894.The geoid height was determined by GEOID03.
 FD0894
 FD0894.The dynamic height is computed by dividing the NAVD 88
 FD0894.geopotential number by the normal gravity value computed on the
 FD0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0894.degrees latitude (g = 980.6199 gals.).
 FD0894
 FD0894.The modeled gravity was interpolated from observed gravity values.
 FD0894
 FD0894;                    North         East    Units  Estimated Accuracy
 FD0894;SPC TN       -    88,250.      472,990.      MT  (+/- 180 meters Scaled)
 FD0894
 FD0894                          SUPERSEDED SURVEY CONTROL
 FD0894
 FD0894.No superseded survey control is available for this station.
 FD0894
 FD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD641864(NAD 83)
 FD0894_MARKER: DD = SURVEY DISK
 FD0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0894_STAMPING: BUSBY AZI 1962
 FD0894_MARK LOGO: TNHD  
 FD0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0894+STABILITY: SURFACE MOTION
 FD0894
 FD0894  HISTORY     - Date     Condition        Report By
 FD0894  HISTORY     - 1962     MONUMENTED       TNHD
 FD0894  HISTORY     - 1983     GOOD             NGS
 FD0894
 FD0894                          STATION DESCRIPTION
 FD0894
 FD0894'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0894'3.5 MI SW FROM LEOMA.
 FD0894'FROM THE POST OFFICE IN LEOMA, GO SOUTHWEST ON U.S. HIGHWAY 43
 FD0894'FOR 3.85 MILES TO THE MARK ON THE LEFT, 38 FEET SOUTHEAST OF THE
 FD0894'APPROXIMATE CENTER OF U.S. HIGHWAY 43, 3.0 FEET NORTHEAST OF
 FD0894'POWER POLE NO. 159 AND 2.0 FEET NORTHEAST OF A WITNESS POST.
 FD0894'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0894'A 10-INCH SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 FD0894'THE SURFACE.
 FD0894
 FD0894                          STATION RECOVERY (1983)
 FD0894
 FD0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0894'RECOVERED IN GOOD CONDITION.  NOTE, 18.3 METERS (60.0 FT) NORTHEAST OF
 FD0894'THE APPROXIMATE CENTER OF A FIELD ROAD LEADING SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0897 ***********************************************************************
 FD0897  DESIGNATION -  BUSBY RM 1
 FD0897  PID         -  FD0897
 FD0897  STATE/COUNTY-  TN/LAWRENCE
 FD0897  USGS QUAD   -  LORETTO (1976)
 FD0897
 FD0897                         *CURRENT SURVEY CONTROL
 FD0897  ___________________________________________________________________
 FD0897* NAD 83(1986)-  35 07 26.     (N)    087 23 22.     (W)     SCALED    
 FD0897* NAVD 88     -       286.680  (meters)     940.55   (feet)  ADJUSTED  
 FD0897  ___________________________________________________________________
 FD0897  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0897  DYNAMIC HT  -         286.405 (meters)     939.65  (feet)  COMP
 FD0897  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0897
 FD0897  VERT ORDER  -  SECOND    CLASS 0
 FD0897
 FD0897.The horizontal coordinates were scaled from a topographic map and have
 FD0897.an estimated accuracy of +/- 6 seconds.
 FD0897
 FD0897.The orthometric height was determined by differential leveling
 FD0897.and adjusted by the National Geodetic Survey in June 1991..
 FD0897
 FD0897.The geoid height was determined by GEOID03.
 FD0897
 FD0897.The dynamic height is computed by dividing the NAVD 88
 FD0897.geopotential number by the normal gravity value computed on the
 FD0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0897.degrees latitude (g = 980.6199 gals.).
 FD0897
 FD0897.The modeled gravity was interpolated from observed gravity values.
 FD0897
 FD0897;                    North         East    Units  Estimated Accuracy
 FD0897;SPC TN       -    88,610.      473,350.      MT  (+/- 180 meters Scaled)
 FD0897
 FD0897                          SUPERSEDED SURVEY CONTROL
 FD0897
 FD0897  NGVD 29 (??/??/92)  286.632  (m)          940.39   (f) ADJ UNCH    2 0
 FD0897
 FD0897.Superseded values are not recommended for survey control.
 FD0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0897.See file dsdata.txt to determine how the superseded data were derived.
 FD0897
 FD0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD645868(NAD 83)
 FD0897_MARKER: DD = SURVEY DISK
 FD0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0897_STAMPING: BUSBY RM-1 1962
 FD0897_MARK LOGO: TNHD  
 FD0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0897+STABILITY: SURFACE MOTION
 FD0897
 FD0897  HISTORY     - Date     Condition        Report By
 FD0897  HISTORY     - 1962     MONUMENTED       TNHD
 FD0897  HISTORY     - 1983     GOOD             NGS
 FD0897
 FD0897                          STATION DESCRIPTION
 FD0897
 FD0897'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0897'3.5 MI SW FROM LEOMA.
 FD0897'THIS MARK IS LOCATED THE BUSBY 1962 STATION SITE, 51 FEET
 FD0897'NORTHEAST OF A TELEPHONE POLE, 40 FEET NORTHWEST OF THE CENTERLINE
 FD0897'OF U.S. HIGHWAY 43, 19 FEET SOUTH OF A 6-INCH OAK TREE AND 84
 FD0897'FEET NORTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0897'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0897'MONUMENT, FLUSH WITH THE GROUND.
 FD0897
 FD0897                          STATION RECOVERY (1983)
 FD0897
 FD0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0897'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE DETAILED DIRECTION TO READ
 FD0897'5.3 KM (3.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE
 FD0897'IN LEOMA.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0895 ***********************************************************************
 FD0895  DESIGNATION -  BUSBY RM 2
 FD0895  PID         -  FD0895
 FD0895  STATE/COUNTY-  TN/LAWRENCE
 FD0895  USGS QUAD   -  LORETTO (1976)
 FD0895
 FD0895                         *CURRENT SURVEY CONTROL
 FD0895  ___________________________________________________________________
 FD0895* NAD 83(1986)-  35 07 26.     (N)    087 23 22.     (W)     SCALED    
 FD0895* NAVD 88     -       287.075  (meters)     941.85   (feet)  ADJUSTED  
 FD0895  ___________________________________________________________________
 FD0895  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD0895  DYNAMIC HT  -         286.800 (meters)     940.94  (feet)  COMP
 FD0895  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0895
 FD0895  VERT ORDER  -  SECOND    CLASS 0
 FD0895
 FD0895.The horizontal coordinates were scaled from a topographic map and have
 FD0895.an estimated accuracy of +/- 6 seconds.
 FD0895
 FD0895.The orthometric height was determined by differential leveling
 FD0895.and adjusted by the National Geodetic Survey in June 1991..
 FD0895
 FD0895.The geoid height was determined by GEOID03.
 FD0895
 FD0895.The dynamic height is computed by dividing the NAVD 88
 FD0895.geopotential number by the normal gravity value computed on the
 FD0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0895.degrees latitude (g = 980.6199 gals.).
 FD0895
 FD0895.The modeled gravity was interpolated from observed gravity values.
 FD0895
 FD0895;                    North         East    Units  Estimated Accuracy
 FD0895;SPC TN       -    88,610.      473,350.      MT  (+/- 180 meters Scaled)
 FD0895
 FD0895                          SUPERSEDED SURVEY CONTROL
 FD0895
 FD0895  NGVD 29 (??/??/92)  287.027  (m)          941.69   (f) ADJ UNCH    2 0
 FD0895
 FD0895.Superseded values are not recommended for survey control.
 FD0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0895.See file dsdata.txt to determine how the superseded data were derived.
 FD0895
 FD0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD645868(NAD 83)
 FD0895_MARKER: DD = SURVEY DISK
 FD0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0895_STAMPING: BUSBY RM-1 1962
 FD0895_MARK LOGO: TNHD  
 FD0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0895+STABILITY: SURFACE MOTION
 FD0895
 FD0895  HISTORY     - Date     Condition        Report By
 FD0895  HISTORY     - 1962     MONUMENTED       TNHD
 FD0895  HISTORY     - 1983     GOOD             NGS
 FD0895
 FD0895                          STATION DESCRIPTION
 FD0895
 FD0895'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0895'3.5 MI SW FROM LEOMA.
 FD0895'THIS MARK IS LOCATED AT THE BUSBY 1962 STATION SITE, 39 FEET
 FD0895'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 43 AND 30 FEET EAST
 FD0895'OF A 6-INCH OAK TREE, AND 85 FEET SOUTHWEST OF THE STATION.
 FD0895'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0895'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 1-INCH
 FD0895'ABOVE THE GROUND.
 FD0895
 FD0895                          STATION RECOVERY (1983)
 FD0895
 FD0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0895'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE DETAILED DIRECTION TO READ
 FD0895'5.3 KM (3.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE
 FD0895'IN LEOMA.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1409 ***********************************************************************
 FD1409  DESIGNATION -  BUSH
 FD1409  PID         -  FD1409
 FD1409  STATE/COUNTY-  TN/COFFEE
 FD1409  USGS QUAD   -  BEECHGROVE (1981)
 FD1409
 FD1409                         *CURRENT SURVEY CONTROL
 FD1409  ___________________________________________________________________
 FD1409* NAD 83(1995)-  35 42 14.94681(N)    086 12 19.26593(W)     ADJUSTED  
 FD1409* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 FD1409  ___________________________________________________________________
 FD1409  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FD1409  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD1409
 FD1409  HORZ ORDER  -  SECOND
 FD1409
 FD1409.The horizontal coordinates were established by classical geodetic methods
 FD1409.and adjusted by the National Geodetic Survey in April 1999..
 FD1409
 FD1409.The orthometric height was scaled from a topographic map.
 FD1409
 FD1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1409
 FD1409.The geoid height was determined by GEOID03.
 FD1409
 FD1409;                    North         East     Units Scale Factor Converg.
 FD1409;SPC TN       -   152,110.395   581,416.756   MT  0.99995096   -0 07 12.8
 FD1409;SPC TN       -   499,048.85  1,907,531.47   sFT  0.99995096   -0 07 12.8
 FD1409;UTM  16      - 3,951,426.324   571,887.053   MT  0.99966368   +0 27 49.6
 FD1409
 FD1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1409!SPC TN       -   0.99993954  x   0.99995096  =   0.99989050
 FD1409!UTM  16      -   0.99993954  x   0.99966368  =   0.99960324
 FD1409
 FD1409:                Primary Azimuth Mark                     Grid Az
 FD1409:SPC TN       -  SHORT MOUNTAINS RESET                    048 50 03.1
 FD1409:UTM  16      -  SHORT MOUNTAINS RESET                    048 15 00.7
 FD1409
 FD1409|---------------------------------------------------------------------|
 FD1409| PID    Reference Object                     Distance      Geod. Az  |
 FD1409|                                                           dddmmss.s |
 FD1409| FC1921 SHORT MOUNTAINS RESET               APPROX.27.9 KM 0484250.3 |
 FD1409| CG4932 BUSH RM 1 AZIMUTH                                  13153     |
 FD1409| CG4933 BUSH RM 2                            53.130 METERS 16459     |
 FD1409| CG4934 BUSH RM 3                            71.009 METERS 23341     |
 FD1409|---------------------------------------------------------------------|
 FD1409
 FD1409                          SUPERSEDED SURVEY CONTROL
 FD1409
 FD1409  NAD 83(1995)-  35 42 14.95255(N)    086 12 19.26688(W) AD(       ) 2
 FD1409  NAD 83(1986)-  35 42 14.95715(N)    086 12 19.26498(W) AD(       ) 2
 FD1409  NAD 27      -  35 42 14.70200(N)    086 12 19.28600(W) AD(       ) 2
 FD1409
 FD1409.Superseded values are not recommended for survey control.
 FD1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1409.See file dsdata.txt to determine how the superseded data were derived.
 FD1409
 FD1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7188751426(NAD 83)
 FD1409_MARKER: DS = TRIANGULATION STATION DISK
 FD1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1409
 FD1409  HISTORY     - Date     Condition        Report By
 FD1409  HISTORY     - 1934     MONUMENTED       CGS
 FD1409
 FD1409                          STATION DESCRIPTION
 FD1409
 FD1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1409'ABOUT 4.9 MILES NORTH-NORTHWEST OF HOODEE, ABOUT 3.4 MILES SOUTHWEST
 FD1409'OF BRADYVILLE,
 FD1409'ABOUT 0.1 MILE EAST-NORTHEAST OF CORNER OF COFFEE,
 FD1409'CANNON, AND RUTHERFORD COUNTIES,
 FD1409'AND ON COFFEE-CANNON COUNTY LINE.
 FD1409'TO REACH FROM BRADYVILLE, GO THROUGH TOWN BY MAIN
 FD1409'HIGHWAY TO SOUTHERN
 FD1409'OUTSKIRTS, FOLLOW DIRT ROAD SOUTHWEST 3.8 MILES TO TOP OF GRADE,
 FD1409'TURN NORTH UP EAST
 FD1409'SIDE OF HILL, AND CONTINUE NORTH 0.25 MILE TO POINT
 FD1409'WHERE ROAD CROSSES TOP OF HILL.
 FD1409'STATION IS ON HIGHEST POINT OF LARGE
 FD1409'CLEARED HILL, ABOUT 50 YARDS SOUTH OF LINE OF TREES
 FD1409'ALONG SOUTH EDGE
 FD1409'OF CLEARED SUMMIT, 170 FEET NORTH OF FENCE LINE ALONG SOUTH EDGE OF
 FD1409'CLEARED SUMMIT,
 FD1409'AND 200 FEET NORTH OF ROAD CROSSING SUMMIT.  SURFACE
 FD1409'AND UNDERGROUND MARKS ARE STANDARD
 FD1409'DISK STATION MARKS IN CONCRETE.
 FD1409'REFERENCE AND AZIMUTH MARKS ARE
 FD1409'STANDARD REFERENCE
 FD1409'DISKS IN CONCRETE.  NO 1 (AZIMUTH MARK) IS IN SOUTHEAST
 FD1409'CORNER OF FENCED
 FD1409'SUMMIT OF HILL, AT SHARP BEND IN ROAD, 10 FEET NORTH
 FD1409'OF ROAD, 40 FEET NORTHWEST OF
 FD1409'3-FOOT DEAD CHESTNUT-OAK TREE, AND 175
 FD1409'YARDS FROM STATION S 48 DEG 07 MIN E.
 FD1409'NO 2 IS 4 FEET
 FD1409'NORTH OF SOUTH FENCE LINE AND 174.31 FEET FROM STATION
 FD1409'S 15 DEG 01 MIN E.
 FD1409'NO 3 IS 5 FEET NORTH OF SOUTH FENCE AND 232.97 FEET FROM
 FD1409'STATION S 53 DEG 41 MIN W.
 FD1409'STATION SHORT MOUNTAINS (SEE
 FD1409'DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS
 FD1409'VISIBLE FROM THE
 FD1409'GROUND AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2251 ***********************************************************************
 GC2251  DESIGNATION -  BUSH
 GC2251  PID         -  GC2251
 GC2251  STATE/COUNTY-  TN/DAVIDSON
 GC2251  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2251
 GC2251                         *CURRENT SURVEY CONTROL
 GC2251  ___________________________________________________________________
 GC2251* NAD 83(1995)-  36 11 43.71608(N)    086 47 10.65765(W)     ADJUSTED  
 GC2251* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 GC2251  ___________________________________________________________________
 GC2251  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GC2251  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2251
 GC2251  HORZ ORDER  -  SECOND
 GC2251
 GC2251.The horizontal coordinates were established by classical geodetic methods
 GC2251.and adjusted by the National Geodetic Survey in April 1999..
 GC2251
 GC2251.The orthometric height was scaled from a topographic map.
 GC2251
 GC2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2251
 GC2251.The geoid height was determined by GEOID03.
 GC2251
 GC2251;                    North         East     Units Scale Factor Converg.
 GC2251;SPC TN       -   206,888.895   529,283.232   MT  0.99996824   -0 27 37.2
 GC2251;SPC TN       -   678,767.98  1,736,490.07   sFT  0.99996824   -0 27 37.2
 GC2251;UTM  16      - 4,005,651.190   519,213.201   MT  0.99960455   +0 07 34.3
 GC2251
 GC2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2251!SPC TN       -   0.99998499  x   0.99996824  =   0.99995323
 GC2251!UTM  16      -   0.99998499  x   0.99960455  =   0.99958955
 GC2251
 GC2251:                Primary Azimuth Mark                     Grid Az
 GC2251:SPC TN       -  BUSH AZ MK                               004 54 26.7
 GC2251:UTM  16      -  BUSH AZ MK                               004 19 15.2
 GC2251
 GC2251|---------------------------------------------------------------------|
 GC2251| PID    Reference Object                     Distance      Geod. Az  |
 GC2251|                                                           dddmmss.s |
 GC2251| CG4935 BUSH AZ MK                                         0042649.5 |
 GC2251| GC2344 NASHVILLE RADIO STA WLAC MAST       APPROX. 8.8 KM 0165409.5 |
 GC2251| CG4936 BUSH RM 1                            12.936 METERS 14546     |
 GC2251| CG4939 BUSH RM 4                            14.180 METERS 17208     |
 GC2251| CG4937 BUSH RM 2                            13.514 METERS 32137     |
 GC2251| CG4938 BUSH RM 3                            12.894 METERS 35209     |
 GC2251|---------------------------------------------------------------------|
 GC2251
 GC2251                          SUPERSEDED SURVEY CONTROL
 GC2251
 GC2251  NAD 83(1995)-  36 11 43.71799(N)    086 47 10.65958(W) AD(       ) 2
 GC2251  NAD 83(1995)-  36 11 43.72032(N)    086 47 10.65990(W) AD(       ) 2
 GC2251  NAD 83(1986)-  36 11 43.72623(N)    086 47 10.66075(W) AD(       ) 2
 GC2251  NAD 27      -  36 11 43.52480(N)    086 47 10.66570(W) AD(       ) 2
 GC2251
 GC2251.Superseded values are not recommended for survey control.
 GC2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2251.See file dsdata.txt to determine how the superseded data were derived.
 GC2251
 GC2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1921305651(NAD 83)
 GC2251_MARKER: DS = TRIANGULATION STATION DISK
 GC2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2251
 GC2251  HISTORY     - Date     Condition        Report By
 GC2251  HISTORY     - 1959     MONUMENTED       CGS
 GC2251  HISTORY     - 1971     GOOD             NGS
 GC2251  HISTORY     - 1973     GOOD             USE
 GC2251
 GC2251                          STATION DESCRIPTION
 GC2251
 GC2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2251'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF DOWNTOWN NASHVILLE AND
 GC2251'ALONG THE WEST BANK OF THE CUMBERLAND RIVER.
 GC2251'
 GC2251'TO REACH THE STATION FROM THE JEFFERSON ST. BRIDGE, GO NORTH ON THIRD
 GC2251'AVE. NORTH, FOR 0.4 MILE TO VANBUREN ST., TURN RIGHT, EAST, AND
 GC2251'GO 0.05 MILE TO SECOND AVE. NORTH, TURN LEFT, NORTH, AND GO 0.3 MILE
 GC2251'TO A FORK, TAKE RIGHT FORK AND GO 0.25 MILE TO A GATE ON THE LEFT
 GC2251'AND A GATE ON THE RIGHT, KEEP RIGHT AND GO NORTH FOR 0.4 MILE TO THE
 GC2251'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH FOR 0.2 MILE
 GC2251'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2251'
 GC2251'THE STATION IS 13 FEET EAST OF THE CENTER OF A FARM ROAD, 4 FEET
 GC2251'SOUTHEAST OF A WITNESS POST AND 3 FEET EAST OF A FENCE. IT IS A
 GC2251'STANDARD DISK SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS
 GC2251'STAMPED BUSH 1959.
 GC2251'
 GC2251'REFERENCE MARK NO. 1 IS 26 FEET NORTHWEST OF A POWER LINE POLE, 11
 GC2251'FEET EAST OF THE CENTER OF A FARM ROAD AND 1 FOOT EAST OF A
 GC2251'FENCE.  IT IS A STANDARD DISK SET FLUSH WITH THE SURROUNDING SURFACE
 GC2251'AND THE DISK IS STAMPED BUSH NO 1 1959.
 GC2251'
 GC2251'REFERENCE MARK NO. 2 IS 13 FEET EAST OF THE CENTER OF A FARM ROAD AND
 GC2251'1 FOOT EAST OF A FENCE.  IT IS A STANDARD DISK SET FLUSH WITH THE
 GC2251'SURROUNDING SURFACE AND THE DISK IS STAMPED BUSH NO 2 1959.
 GC2251'
 GC2251'THE AZIMUTH MARK IS 9 FEET WEST OF THE CENTER OF A FARM ROAD, 2 FEET
 GC2251'NORTH OF A POWER LINE POLE AND 1-1/2 FEET EAST OF WITNESS POST.  IT
 GC2251'IS A STANDARD DISK SET FLUSH WITH THE SURROUNDING SURFACE AND THE
 GC2251'DISK IS STAMPED BUSH 1959.
 GC2251
 GC2251                          STATION RECOVERY (1971)
 GC2251
 GC2251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC2251'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GC2251'GOOD CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 2 WAS
 GC2251'FOUND COMPLETELY UPROOTED AND REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 GC2251'THESE MARKS WERE DESTROYED DURING THE CONSTRUCTION OF A TEMPORARY
 GC2251'ROAD LEADING INTO METRO CENTER.  THE CONCRETE MONUMENT FOR OLD R. M.
 GC2251'NO. 2 WAS RESET AND FIRMLY CEMENTED AND TAMPED, AND THE DISK ALTERED
 GC2251'TO READ BUSH 1959 NO 4 1971.  ONE NEW MONUMENT WAS POURED FOR THE NEW
 GC2251'R. M. NO. 3.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 GC2251'OBSERVED UPON ALL OBJECTS USING THE AZIMUTH MARK AS THE INITIAL.
 GC2251'
 GC2251'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2251'
 GC2251'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE CENTER OF DOWNTOWN
 GC2251'NASHVILLE, ALONG THE NORTHEAST RIGHT-OF-WAY OF THE NEW LEVEE ROAD
 GC2251'LEADING INTO THE METRO CENTER HEADQUARTERS, AND IS ON METROPOLITAN
 GC2251'NASHVILLE PROPERTY, ALONG THE WEST BANK OF THE CUMBERLAND RIVER.
 GC2251'
 GC2251'TO REACH THE STATION FROM THE WEST END OF THE JEFFERSON STREET BRIDGE
 GC2251'OVER THE CUMBERLAND RIVER, GO NORTH ON THIRD AVENUE N. FOR 0.45
 GC2251'OF A MILE TO VAN BUREN STREET.  HERE TURN RIGHT ON VAN BUREN STREET
 GC2251'AND GO EAST FOR 0.05 OF A MILE TO SECOND AVENUE N.  HERE TURN LEFT
 GC2251'ON SECOND AVENUE N. AND GO NORTH FOR 0.3 OF A MILE TO THE METRO
 GC2251'CENTRAL WASTE WATER TREATMENT PLANT ON THE LEFT AND CEMENT PLANT
 GC2251'ROAD ON THE RIGHT.  HERE TURN RIGHT ON CEMENT PLANT ROAD AND GO
 GC2251'NORTHEASTERLY AND NORTH FOR 0.15 OF A MILE TO A LARGE METAL
 GC2251'GATE AT THE SOUTH EDGE OF THE METRO CENTER PROPERTY.  PASS THROUGH
 GC2251'THIS GATE AND CONTINUE NORTHERLY ON A GRAVELED ROAD FOR 0.4 OF A MILE
 GC2251'TO THE AZIMUTH MARK ON THE LEFT JUST AFTER PASSING UNDER THE
 GC2251'INTERSTATE ROUTE 265 OVERPASS.  CONTINUE NORTHWESTERLY ON THE
 GC2251'GRAVELED ROAD FOR 0.25 OF A MILE TO THE STATION ON THE RIGHT AS
 GC2251'DESCRIBED.
 GC2251'
 GC2251'THE STATION IS ABOUT 0.15 OF A MILE SOUTHEAST OF THE METRO CENTER
 GC2251'HEADQUARTERS, 68.5 FEET NORTHWEST OF A GUYED UTILITY POLE NO 9
 GC2251'8601-312, 50 FEET NORTHEAST OF THE APPROXIMATE CENTER OF LEVEE ROAD,
 GC2251'13 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A TEMPORARY ROAD,
 GC2251'1.5 FEET SOUTHWEST OF THE EDGE OF SLOPE DOWN TO THE CUMBERLAND RIVER,
 GC2251'AND 0.9 OF A FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 GC2251'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC2251'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED BUSH
 GC2251'1959.
 GC2251'
 GC2251'REFERENCE MARK NO. 3 IS 50 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC2251'OF LEVEE ROAD, 26.5 FEET NORTHWEST OF GUYED UTILITY POLE NO.
 GC2251'8601-312, 12 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GC2251'TEMPORARY ROAD, 3 FEET SOUTHWEST OF THE EDGE OF THE EDGE OF THE
 GC2251'SLOPE DOWN TO THE RIVER, AND 0.9 OF A FOOT SOUTHWEST OF A METAL
 GC2251'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GC2251'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 GC2251'IS STAMPED BUSH 1959 NO 3 1971.
 GC2251'
 GC2251'REFERENCE MARK NO. 4 IS 115 FEET NORTHWEST OF GUYED UTILITY POLE NO.
 GC2251'8601-312, 50 FEET NORTHEAST OF THE APPROXIMATE CENTER OF LEVEE
 GC2251'ROAD, 12 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE TEMPORARY
 GC2251'ROAD, 2 FEET SOUTHWEST OF THE EDGE OF THE SLOPE DOWN TO THE RIVER,
 GC2251'AND 0.9 OF A FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC2251'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC2251'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BUSH 1959 NO 4
 GC2251'1971.
 GC2251'
 GC2251'DUE TO THE MARKS BEING VERY NEARLY IN LINE ACROSS THE STATION, NO
 GC2251'EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 GC2251'
 GC2251'THE AZIMUTH MARK 127 FEET EAST OF THE NORTHEAST CORNER OF THE
 GC2251'INTERSTATE ROUTE 265 RIGHT-OF-WAY FENCE, 179 FEET NORTH- NORTHWEST
 GC2251'OF A POINT DIRECTLY UNDER THE CENTER OF THE INTERSTATE OVERPASS
 GC2251'STRUCTURE, 21.5 FEET WEST-SOUTHWEST AND ACROSS A GRAVELED ROAD FROM
 GC2251'UTILITY POLE NO. 8611-15, 11 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 GC2251'CENTER OF THE GRAVELED ROAD, 2.0 FEET NORTHWEST OF POWERLINE
 GC2251'TRANSFORMER POLE NO9 8611-16, 1.6 FEET EAST OF THE CENTER OF A LARGE
 GC2251'WATER METER VALVE, AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST
 GC2251'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC2251'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GC2251'BUSH 1959.
 GC2251'AIRLINE DISTANCE AND DIRECTION
 GC2251'FROM NEAREST TOWN IN NORTH CENTRAL SECTOR OF NASHVILLE.
 GC2251
 GC2251                          STATION RECOVERY (1973)
 GC2251
 GC2251'RECOVERY NOTE BY US ENGINEERS 1973 (JG)
 GC2251'BUSH 1959 IN GOOD CONDITION.
 GC2251'RM NO. 3 IN GOOD CONDITION.
 GC2251'RM NO. 4 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2276 ***********************************************************************
 FE2276  DESIGNATION -  BUTLER
 FE2276  PID         -  FE2276
 FE2276  STATE/COUNTY-  TN/MADISON
 FE2276  USGS QUAD   -  MEDON (1981)
 FE2276
 FE2276                         *CURRENT SURVEY CONTROL
 FE2276  ___________________________________________________________________
 FE2276* NAD 83(1995)-  35 29 50.58986(N)    088 47 31.82192(W)     ADJUSTED  
 FE2276* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 FE2276  ___________________________________________________________________
 FE2276  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FE2276  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2276
 FE2276  HORZ ORDER  -  SECOND
 FE2276
 FE2276.The horizontal coordinates were established by classical geodetic methods
 FE2276.and adjusted by the National Geodetic Survey in April 1999..
 FE2276
 FE2276.The orthometric height was scaled from a topographic map.
 FE2276
 FE2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2276
 FE2276.The geoid height was determined by GEOID03.
 FE2276
 FE2276;                    North         East     Units Scale Factor Converg.
 FE2276;SPC TN       -   132,764.410   346,702.748   MT  0.99996556   -1 38 04.7
 FE2276;SPC TN       -   435,577.90  1,137,473.93   sFT  0.99996556   -1 38 04.7
 FE2276;UTM  16      - 3,929,680.039   337,448.324   MT  0.99992562   -1 02 27.2
 FE2276
 FE2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2276!SPC TN       -   0.99997649  x   0.99996556  =   0.99994205
 FE2276!UTM  16      -   0.99997649  x   0.99992562  =   0.99990211
 FE2276
 FE2276|---------------------------------------------------------------------|
 FE2276| PID    Reference Object                     Distance      Geod. Az  |
 FE2276|                                                           dddmmss.s |
 FE2276| FE2277 BUTLER RM 1                          47.327 METERS 02439     |
 FE2276| FE0482 PINSON                              APPROX. 7.6 KM 0892605.1 |
 FE2276| FE2267 HENDERSON BLACK TANK                APPROX.15.2 KM 1143907.6 |
 FE2276| CG3315 BUTLER AZ MK                                       1735202.9 |
 FE2276| CG3316 BUTLER RM 2                          64.057 METERS 30302     |
 FE2276| FE2348 BEMIS BROS BAG COMPANY TANK         APPROX. 9.0 KM 3424537.3 |
 FE2276| FE2367 JACKSON WOOD PRODUCTS TALL STK      APPROX.11.7 KM 3563522.4 |
 FE2276|---------------------------------------------------------------------|
 FE2276
 FE2276                          SUPERSEDED SURVEY CONTROL
 FE2276
 FE2276  NAD 83(1995)-  35 29 50.59553(N)    088 47 31.82702(W) AD(       ) 2
 FE2276  NAD 83(1986)-  35 29 50.60155(N)    088 47 31.82291(W) AD(       ) 2
 FE2276  NAD 27      -  35 29 50.32800(N)    088 47 31.62000(W) AD(       ) 2
 FE2276
 FE2276.Superseded values are not recommended for survey control.
 FE2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2276.See file dsdata.txt to determine how the superseded data were derived.
 FE2276
 FE2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3744829680(NAD 83)
 FE2276_MARKER: DS = TRIANGULATION STATION DISK
 FE2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2276
 FE2276  HISTORY     - Date     Condition        Report By
 FE2276  HISTORY     - 1934     MONUMENTED       CGS
 FE2276  HISTORY     - 1958     GOOD             CGS
 FE2276
 FE2276                          STATION DESCRIPTION
 FE2276
 FE2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2276'ABOUT 8 MILES SOUTH OF JACKSON, ON PROPERTY OF O.C. BUTLER.  TO REACH
 FE2276'FROM GULF FILLING STATION AT MALESUS (ABOUT 5 MILES SOUTH OF
 FE2276'JACKSON), GO NORTH 0.1 MILE ON STATE ROUTE 18 AND TURN RIGHT (EAST)
 FE2276'ONTO GRAVEL ROAD, TAKE RIGHT FORK AT 0.55 MILE AND CONTINUE 3.0
 FE2276'MILES TO FORKS AT ADE SCHOOL, TAKE RIGHT FORK AND PROCEED 1.4 MILES
 FE2276'TO FORKS, TURN RIGHT INTO BUTLER PROPERTY AND PROCEED TO STATION SITE
 FE2276'ON HIGHEST PART OF SMALL WOODED KNOLL, ABOUT 200 FEET SOUTH OF MR.
 FE2276'BUTLERS HOUSE, 40 FEET NORTHWEST OF SMALL FAMILY CEMETERY, AND 92
 FE2276'FEET SOUTH OF CENTER LINE OF FARM ROAD.  SURFACE AND
 FE2276'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2276'UPPER MARK PROJECTS 8 INCHES ABOVE GROUND.  REFERENCE AND
 FE2276'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2276'NO. 1 IS IN BUTLERS YARD, 2 FEET EAST OF FENCE CORNER, 45 FEET
 FE2276'SOUTHEAST OF SOUTHEAST CORNER OF PORCH, AND 156.30 FEET FROM STATION
 FE2276'N 24 DEG 39 MIN E. NO. 2 IS IN CLEARED FIELD, ABOUT 20 FEET
 FE2276'SOUTH OF CENTER OF FARM ROAD, AND 210.16 FEET FROM STATION
 FE2276'N 56 DEG 58 MIN W. AZIMUTH MARK IS IN PASTURE, 6 FEET WEST OF WIRE
 FE2276'FENCE, 21 FEET WEST OF CENTER LINE OF COUNTY ROAD, 110 FEET
 FE2276'WEST-NORTHWEST OF ABANDONED CABIN, AND 0.2 MILE FROM STATION
 FE2276'S 6 DEG 08 MIN E.
 FE2276
 FE2276                          STATION RECOVERY (1958)
 FE2276
 FE2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2276'THE STATION WAS RECOVERED AND THE DIRECTION BETWEEN THE REFERENCE
 FE2276'MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 FE2276'REFERENCE MARK 1 WAS TRAVERSED TO AND THE DISTANCE IS 155.28 FEET
 FE2276'(47.327 METERS).  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND
 FE2276'DUE TO PINE TREES THAT HAVE GROWN UP.  THE PARKBURG LOOKOUT TOWER HAS
 FE2276'BEEN BUILT OVER THE STATION.  A NEW TO REACH FOLLOWS.
 FE2276'
 FE2276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 FE2276'HIGHWAY 18, ABOUT 4 MILES SOUTH OF JACKSON, GO SOUTH ON HIGHWAY
 FE2276'45 FOR 1.25 MILES TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO 1.3
 FE2276'MILES TO A CROSSROAD.  TURN LEFT AND GO 1.05 MILES TO A
 FE2276'Y-INTERSECTION.  BEAR RIGHT AND GO 1.05 MILES TO A Y-INTERSECTION.
 FE2276'BEAR RIGHT AND GO 0.3 MILE TO A Y-INTERSECTION.* BEAR RIGHT FOR
 FE2276'0.05 MILE TO THE STATION ON THE LEFT.
 FE2276'
 FE2276'*TO REACH THE AZIMUTH MARK FROM THIS POINT BEAR LEFT FOR 0.25 MILE TO
 FE2276'THE MARK ON THE RIGHT.
 FE2276'
 FE2276'PARKBURG LOOKOUT TOWER IS A 4 LEGGED STEEL STRUCTURE WITH AN ENCLOSED
 FE2276'OBSERVATION PLATFORM ON TOP.  THE TOTAL HEIGHT IS 92 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2406 ***********************************************************************
 GB2406  DESIGNATION -  BUTLER
 GB2406  PID         -  GB2406
 GB2406  STATE/COUNTY-  TN/CLAY
 GB2406  USGS QUAD   -  BURRISTOWN (1979)
 GB2406
 GB2406                         *CURRENT SURVEY CONTROL
 GB2406  ___________________________________________________________________
 GB2406* NAD 83(1995)-  36 28 34.55487(N)    085 34 01.34876(W)     ADJUSTED  
 GB2406* NAVD 88     -       281.5    (meters)     924.     (feet)  VERTCON   
 GB2406  ___________________________________________________________________
 GB2406  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GB2406  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB2406
 GB2406  HORZ ORDER  -  THIRD
 GB2406
 GB2406.The horizontal coordinates were established by classical geodetic methods
 GB2406.and adjusted by the National Geodetic Survey in April 1999..
 GB2406
 GB2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2406
 GB2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2406
 GB2406.The geoid height was determined by GEOID03.
 GB2406
 GB2406;                    North         East     Units Scale Factor Converg.
 GB2406;SPC TN       -   237,848.028   638,801.384   MT  1.00001111   +0 15 12.5
 GB2406;SPC TN       -   780,339.74  2,095,800.87   sFT  1.00001111   +0 15 12.5
 GB2406;UTM  16      - 4,037,729.775   628,372.108   MT  0.99980304   +0 51 07.2
 GB2406
 GB2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2406!SPC TN       -   0.99996059  x   1.00001111  =   0.99997170
 GB2406!UTM  16      -   0.99996059  x   0.99980304  =   0.99976364
 GB2406
 GB2406|---------------------------------------------------------------------|
 GB2406| PID    Reference Object                     Distance      Geod. Az  |
 GB2406|                                                           dddmmss.s |
 GB2406| CG4941 BUTLER RM 1                          10.917 METERS 05933     |
 GB2406| CG4942 BUTLER RM 2                          14.001 METERS 16338     |
 GB2406| CG4940 BUTLER AZ MK                                       3291237.3 |
 GB2406|---------------------------------------------------------------------|
 GB2406
 GB2406                          SUPERSEDED SURVEY CONTROL
 GB2406
 GB2406  NAD 83(1995)-  36 28 34.55580(N)    085 34 01.34944(W) AD(       ) 3
 GB2406  NAD 83(1995)-  36 28 34.56329(N)    085 34 01.35372(W) AD(       ) 3
 GB2406  NAD 83(1986)-  36 28 34.56515(N)    085 34 01.35314(W) AD(       ) 3
 GB2406  NAD 27      -  36 28 34.34200(N)    085 34 01.45400(W) AD(       ) 3
 GB2406  NGVD 29 (07/19/86)  281.6    (m)          924.     (f) VERT ANG       
 GB2406
 GB2406.Superseded values are not recommended for survey control.
 GB2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2406.See file dsdata.txt to determine how the superseded data were derived.
 GB2406
 GB2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2837237730(NAD 83)
 GB2406_MARKER: DS = TRIANGULATION STATION DISK
 GB2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2406
 GB2406  HISTORY     - Date     Condition        Report By
 GB2406  HISTORY     - 1949     MONUMENTED       CGS
 GB2406  HISTORY     - 1966     GOOD             TNHD
 GB2406
 GB2406                          STATION DESCRIPTION
 GB2406
 GB2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2406'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF CELINA ON THE EAST END
 GB2406'OF A HIGH RIDGE AND ON PROPERTY OWNED BY MR. JEFF LOFTES. IT IS
 GB2406'ABOUT 500 FEET SOUTHWEST FROM THE SUMMIT OF HIGHWAY GRADE AND A SMALL
 GB2406'CABIN, 240 FEET SOUTHEAST OF A GATE POST, 150 FEET SOUTH OF THE
 GB2406'CENTER OF STATE HIGHWAY NO. 53 AND 5 FEET WEST OF A WHITE WITNESS
 GB2406'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED BUTLER 1949.
 GB2406'
 GB2406'REFERENCE MARK NO. 1 IS 150 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 GB2406'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BUTLER NO. 1
 GB2406'1949.
 GB2406'
 GB2406'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE RIDGE. THE MARK
 GB2406'PROJECTS 8 INCHES AND THE DISK IS STAMPED BUTLER NO. 2 1949.
 GB2406'
 GB2406'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1
 GB2406'FOOT NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A GATE
 GB2406'POST. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BUTLER 1949.
 GB2406'
 GB2406'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 52 AND
 GB2406'53, 1 MILE SOUTH OF CELINA, GO SOUTHWEST ON HIGHWAY 53 FOR 6.7 MILES
 GB2406'TO THE TOP OF A HIGH RIDGE AND SMALL CABIN AND THE STATION ON THE
 GB2406'LEFT AS DESCRIBED, CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.2 MILES TO
 GB2406'A GATE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GB2406'
 GB2406'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2406
 GB2406                          STATION RECOVERY (1966)
 GB2406
 GB2406'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2406'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. DUE TO
 GB2406'CHANGES AT THE STATION SITE, A NEW AND COMPLETE DESCRIPTION
 GB2406'FOLLOWS.
 GB2406'
 GB2406'THE STATION IS ABOUT 6 MILES SOUTHWEST OF CELINA.
 GB2406'
 GB2406'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND STATE
 GB2406'ROUTE 53, ABOUT 1 MILE SOUTH OF CELINA, GO SOUTHWESTERLY
 GB2406'ON STATE ROUTE 53 FOR 6.7 MILES TO THE TOP OF A RIDGE AND A DIM TRACK
 GB2406'ROAD ON THE LEFT,* TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.05
 GB2406'MILE TO THE STATION ON THE RIGHT.
 GB2406'
 GB2406'THE STATION IS 200 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB2406'ROUTE 53, AT THE TOP OF A SMALL HILL AND 46 FEET NORTH OF A 4-INCH
 GB2406'OAK TREE WITH A TRIANGULAR BLAZE. THE SURFACE MARK IS A STANDARD
 GB2406'U.S.C. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP OF A
 GB2406'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2406'BUTLER 1949.
 GB2406'
 GB2406'REFERENCE MARK NO. 1 IS 45 FEET WEST OF A CLEARED FIELD. THE MARK IS
 GB2406'A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GB2406'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND
 GB2406'THE DISK IS STAMPED BUTLER NO. 1 1949.
 GB2406'
 GB2406'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE CLEARED FIELD AND 16 FEET
 GB2406'EAST OF THE 4-INCH OAK TREE WITH A TRIANGULAR BLAZE. THE MARK IS
 GB2406'A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GB2406'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND
 GB2406'THE DISK IS STAMPED BUTLER NO. 2 1949.
 GB2406'
 GB2406'THE AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB2406'STATE ROUTE 53, 1.4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST
 GB2406'AND 1 FOOT EAST OF A GATEPOST. THE MARK IS A STANDARD U.S.C. AND G.S.
 GB2406'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GB2406'MONUMENT THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED BULTER
 GB2406'1949.
 GB2406'
 GB2406'TO REACH THE AZIMUTH MARK,* CONTINUE ON STATE ROUTE 53 FOR 0.2 MILES
 GB2406'TO THE MARK ON THE LEFT.
 GB2406'
 GB2406'ALL OBSERVATIONS WERE MADE FROM A 24 FOOT STEEL TOWER.
 GB2406'
 GB2406'NOTE-ON COMPLETION OF THE RELOCATION OF STATE ROUTE 53, NOW IN
 GB2406'PROGRESS, THIS DESCRIPTION WILL NO LONGER BE ADEQUATE.
 GB2406'
 GB2406'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 GB2406'
 GB2406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MILES SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2277 ***********************************************************************
 FE2277  DESIGNATION -  BUTLER RM 1
 FE2277  PID         -  FE2277
 FE2277  STATE/COUNTY-  TN/MADISON
 FE2277  USGS QUAD   -  MEDON (1981)
 FE2277
 FE2277                         *CURRENT SURVEY CONTROL
 FE2277  ___________________________________________________________________
 FE2277* NAD 83(1995)-  35 29 51.98546(N)    088 47 31.03849(W)     ADJUSTED  
 FE2277* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 FE2277  ___________________________________________________________________
 FE2277  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FE2277  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2277
 FE2277  HORZ ORDER  -  SECOND
 FE2277
 FE2277.The horizontal coordinates were established by classical geodetic methods
 FE2277.and adjusted by the National Geodetic Survey in April 1999..
 FE2277
 FE2277.The orthometric height was scaled from a topographic map.
 FE2277
 FE2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2277
 FE2277.The geoid height was determined by GEOID03.
 FE2277
 FE2277;                    North         East     Units Scale Factor Converg.
 FE2277;SPC TN       -   132,806.840   346,723.711   MT  0.99996552   -1 38 04.3
 FE2277;SPC TN       -   435,717.11  1,137,542.71   sFT  0.99996552   -1 38 04.3
 FE2277;UTM  16      - 3,929,722.682   337,468.846   MT  0.99992554   -1 02 26.8
 FE2277
 FE2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2277!SPC TN       -   0.99997649  x   0.99996552  =   0.99994201
 FE2277!UTM  16      -   0.99997649  x   0.99992554  =   0.99990203
 FE2277
 FE2277:                Primary Azimuth Mark                     Grid Az
 FE2277:SPC TN       -  NORTON HILL RAD KIE 36 MAST              022 31 10.1
 FE2277:UTM  16      -  NORTON HILL RAD KIE 36 MAST              021 55 32.6
 FE2277
 FE2277|---------------------------------------------------------------------|
 FE2277| PID    Reference Object                     Distance      Geod. Az  |
 FE2277|                                                           dddmmss.s |
 FE2277| FE2373 NORTON HILL RAD KIE 36 MAST         APPROX. 3.8 KM 0205305.8 |
 FE2277| CG3315 BUTLER AZ MK                                       1770111.9 |
 FE2277| FE2276 BUTLER                               47.327 METERS 20439     |
 FE2277| CG3316 BUTLER RM 2                                        26338     |
 FE2277| FE2333 JACKSON RAD STA KIJ 653 MAST        APPROX.15.4 KM 3415607.4 |
 FE2277| FE2365 JACKSON STATE RADIO MAST            APPROX.13.6 KM 3431058.0 |
 FE2277|---------------------------------------------------------------------|
 FE2277
 FE2277                          SUPERSEDED SURVEY CONTROL
 FE2277
 FE2277  NAD 83(1995)-  35 29 51.99113(N)    088 47 31.04358(W) AD(       ) 2
 FE2277  NAD 83(1986)-  35 29 51.99717(N)    088 47 31.03947(W) AD(       ) 2
 FE2277  NAD 27      -  35 29 51.72400(N)    088 47 30.83600(W) AD(       ) 2
 FE2277
 FE2277.Superseded values are not recommended for survey control.
 FE2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2277.See file dsdata.txt to determine how the superseded data were derived.
 FE2277
 FE2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3746929723(NAD 83)
 FE2277_MARKER: DR = REFERENCE MARK DISK
 FE2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2277_STAMPING: BUTLER NO 1 1934
 FE2277_MARK LOGO: CGS   
 FE2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2277+STABILITY: SURFACE MOTION
 FE2277
 FE2277  HISTORY     - Date     Condition        Report By
 FE2277  HISTORY     - 1958     MONUMENTED       CGS
 FE2277
 FE2277                          STATION DESCRIPTION
 FE2277
 FE2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2277'THE STATION IS ABOUT 9 MILES SOUTH OF JACKSON, ABOUT 5 MILES
 FE2277'NORTHEAST OF MEDON AND ON PROPERTY OWNED BY MR. O.C.  BUTLER.
 FE2277'IT IS 33 FEET NORTHEAST OF A FENCE, 65 FEET NORTHEAST OF THE
 FE2277'CENTERLINE OF A GRAVELED ROAD AND 25 FEET EAST OF THE SOUTH 1 OF 2
 FE2277'SMALL CEDAR TREES.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 FE2277'STAMPED BUTLER NO 1 1934.
 FE2277'
 FE2277'BUTLER 1934 IS 15 FEET SOUTHEAST OF A WHITE WITNESS POST, 94 FEET
 FE2277'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND IN THE APPROXIMATE
 FE2277'CENTER OF THE BASE OF THE PARKBURG LOOKOUT TOWER.  THE MONUMENT
 FE2277'PROJECTS 8 INCHES AND THE DISK IS STAMPED BUTLER 1934.
 FE2277'
 FE2277'REFERENCE MARK 2 IS 18 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2277'ROAD AND 10 FEET NORTH OF A TRIANGULAR BLAZED OAK TREE.  THE
 FE2277'DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 WAS NOT MEASURED
 FE2277'DUE TO THE TERRAIN.  THE MONUMENT PROJECTS 8 INCHES AND THE
 FE2277'DISK IS STAMPED BUTLER NO 2 1934.
 FE2277'
 FE2277'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WHITE WITNESS POST, 22 FEET
 FE2277'WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 7 FEET NORTH OF THE
 FE2277'CENTER OF A FIELD ROAD.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 FE2277'IS STAMPED BUTLER 1934.
 FE2277'
 FE2277'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 FE2277'HIGHWAY 18, ABOUT 4 MILES SOUTH OF JACKSON, GO SOUTH ON HIGHWAY
 FE2277'45 FOR 1.25 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO 1.3 MILES
 FE2277'TO A CROSSROAD.  TURN LEFT AND GO 1.05 MILES TO A Y-INTERSECTION.
 FE2277'BEAR RIGHT AND GO 1.05 MILES TO A Y-INTERSECTION.  BEAR RIGHT AND GO
 FE2277'0.3 MILE TO A Y-INTERSECTION.* BEAR RIGHT FOR 0.05 MILE TO THE
 FE2277'STATION ON THE LEFT.
 FE2277'
 FE2277'*TO REACH THE AZIMUTH MARK FROM THIS POINT BEAR LEFT FOR 0.25 MILE TO
 FE2277'THE MARK ON THE RIGHT.
 FE2277'
 FE2277'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0195 ***********************************************************************
 FC0195  DESIGNATION -  BUTTER
 FC0195  PID         -  FC0195
 FC0195  STATE/COUNTY-  TN/ROANE
 FC0195  USGS QUAD   -  CAVE CREEK (1989)
 FC0195
 FC0195                         *CURRENT SURVEY CONTROL
 FC0195  ___________________________________________________________________
 FC0195* NAD 83(1995)-  35 51 37.39588(N)    084 23 55.60869(W)     ADJUSTED  
 FC0195* NAVD 88     -       256.176  (meters)     840.47   (feet)  ADJUSTED  
 FC0195  ___________________________________________________________________
 FC0195  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 FC0195  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FC0195  DYNAMIC HT  -         255.932 (meters)     839.67  (feet)  COMP
 FC0195  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 FC0195
 FC0195  HORZ ORDER  -  SECOND
 FC0195  VERT ORDER  -  SECOND    CLASS 0
 FC0195
 FC0195.The horizontal coordinates were established by classical geodetic methods
 FC0195.and adjusted by the National Geodetic Survey in April 1999..
 FC0195
 FC0195.The orthometric height was determined by differential leveling
 FC0195.and adjusted by the National Geodetic Survey in June 1991..
 FC0195
 FC0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0195
 FC0195.The geoid height was determined by GEOID03.
 FC0195
 FC0195.The dynamic height is computed by dividing the NAVD 88
 FC0195.geopotential number by the normal gravity value computed on the
 FC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0195.degrees latitude (g = 980.6199 gals.).
 FC0195
 FC0195.The modeled gravity was interpolated from observed gravity values.
 FC0195
 FC0195;                    North         East     Units Scale Factor Converg.
 FC0195;SPC TN       -   170,608.188   744,612.022   MT  0.99994851   +0 56 14.7
 FC0195;SPC TN       -   559,737.03  2,442,947.94   sFT  0.99994851   +0 56 14.7
 FC0195;UTM  16      - 3,971,588.253   734,879.806   MT  1.00027985   +1 31 28.3
 FC0195
 FC0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0195!SPC TN       -   0.99996459  x   0.99994851  =   0.99991310
 FC0195!UTM  16      -   0.99996459  x   1.00027985  =   1.00024443
 FC0195
 FC0195:                Primary Azimuth Mark                     Grid Az
 FC0195:SPC TN       -  TOWER                                    057 03 56.2
 FC0195:UTM  16      -  TOWER                                    056 28 42.6
 FC0195
 FC0195|---------------------------------------------------------------------|
 FC0195| PID    Reference Object                     Distance      Geod. Az  |
 FC0195|                                                           dddmmss.s |
 FC0195| FC0200 TOWER                               APPROX. 4.0 KM 0580010.9 |
 FC0195| FC0196 BUTTER RM 1                           6.709 METERS 07759     |
 FC0195| FC0194 BUTTER RM 2                           8.211 METERS 24742     |
 FC0195|---------------------------------------------------------------------|
 FC0195
 FC0195                          SUPERSEDED SURVEY CONTROL
 FC0195
 FC0195  NAD 83(1995)-  35 51 37.40589(N)    084 23 55.60866(W) AD(       ) 2
 FC0195  NAD 83(1986)-  35 51 37.41163(N)    084 23 55.60663(W) AD(       ) 2
 FC0195  NAD 27      -  35 51 37.12990(N)    084 23 55.88000(W) AD(       ) 2
 FC0195  NGVD 29 (??/??/92)  256.282  (m)          840.82   (f) ADJ UNCH    2 0
 FC0195
 FC0195.Superseded values are not recommended for survey control.
 FC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0195.See file dsdata.txt to determine how the superseded data were derived.
 FC0195
 FC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3488071588(NAD 83)
 FC0195_MARKER: DE = TRAVERSE STATION DISK
 FC0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0195_STAMPING: BUTTER 1960
 FC0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0195+STABILITY: SURFACE MOTION
 FC0195
 FC0195  HISTORY     - Date     Condition        Report By
 FC0195  HISTORY     - 1960     MONUMENTED       CGS
 FC0195  HISTORY     - 1960     GOOD             CGS
 FC0195
 FC0195                          STATION DESCRIPTION
 FC0195
 FC0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0195'THE STATION IS LOCATED ABOUT 7 MILES EAST OF KINGSTON, AND ABOUT 1
 FC0195'MILE NORTH OF U.S. HIGHWAY 70.
 FC0195'
 FC0195'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO SOUTH, ON
 FC0195'N. KENTUCKY ST. FOR 0.1 MILE TO U.S. HIGHWAY 70.  TURN LEFT, AND
 FC0195'GO EASTERLY ON U.S. HIGHWAY 70 FOR 5.55 MILES TO A SIDE ROAD ON THE
 FC0195'LEFT, AT HARRIS ANTIQUE SHOP.  TURN LEFT, AND GO NORTHERLY FOR
 FC0195'1.2 MILES TO THE INTERSTATE HIGHWAY WHICH IS NOW UNDER CONSTRUCTION.
 FC0195'TURN RIGHT, ONTO THE INTERSTATE HIGHWAY, AND GO EASTERLY FOR 0.5
 FC0195'MILE TO THE STATION ON THE RIGHT.
 FC0195'
 FC0195'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BUTTER 1960,
 FC0195'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 3.4 FEET NORTH OF
 FC0195'THE ROAD RIGHT-OF-WAY FENCE LINE AND 2.8 FEET NORTHEAST OF A WITNESS
 FC0195'SIGN.
 FC0195'
 FC0195'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BUTTER NO. 1 1960,
 FC0195'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 23.4 FEET EAST
 FC0195'OF A WITNESS SIGN, 1 FOOT NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT
 FC0195'LOWER THAN THE STATION MARK.
 FC0195'
 FC0195'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BUTTER NO. 2 1960,
 FC0195'SET IN A CONCRETE MONUMENT, AND PROJECTS 1 INCH.  IT IS 25.4 FEET
 FC0195'WEST OF A WITNESS SIGN, 1.4 FEET NORTH OF A WIRE FENCE, AND ABOUT 1
 FC0195'FOOT HIGHER THAN THE STATION MARK.
 FC0195'
 FC0195'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC0195'48.8 FEET.
 FC0195'
 FC0195'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, TRAVERSE STATION
 FC0195'TOWER WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION THEREOF.
 FC0195'
 FC0195'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FC0195
 FC0195                          STATION RECOVERY (1960)
 FC0195
 FC0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0195'7.3 MI SE FROM KINGSTON.
 FC0195'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0195'ST. FOR 0.8 MILE, THEN 6.5 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0195'40.  THE STATION MARK IS ABOUT 0.4 MILE SOUTHEAST OF AN OVERPASS,
 FC0195'3.4 FT. NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 2.8 FT.
 FC0195'NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0195'POST PROJECTING 2 INCHES AND IS ABOUT 5 FT. ABOVE THE LEVEL OF
 FC0195'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0196 ***********************************************************************
 FC0196  DESIGNATION -  BUTTER RM 1
 FC0196  PID         -  FC0196
 FC0196  STATE/COUNTY-  TN/ROANE
 FC0196  USGS QUAD   -  CAVE CREEK (1989)
 FC0196
 FC0196                         *CURRENT SURVEY CONTROL
 FC0196  ___________________________________________________________________
 FC0196* NAD 83(1986)-  35 51 37.     (N)    084 23 55.     (W)     SCALED    
 FC0196* NAVD 88     -       255.740  (meters)     839.04   (feet)  ADJUSTED  
 FC0196  ___________________________________________________________________
 FC0196  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FC0196  DYNAMIC HT  -         255.496 (meters)     838.24  (feet)  COMP
 FC0196  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 FC0196
 FC0196  VERT ORDER  -  SECOND    CLASS 0
 FC0196
 FC0196.The horizontal coordinates were scaled from a topographic map and have
 FC0196.an estimated accuracy of +/- 6 seconds.
 FC0196
 FC0196.The orthometric height was determined by differential leveling
 FC0196.and adjusted by the National Geodetic Survey in June 1991..
 FC0196
 FC0196.The geoid height was determined by GEOID03.
 FC0196
 FC0196.The dynamic height is computed by dividing the NAVD 88
 FC0196.geopotential number by the normal gravity value computed on the
 FC0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0196.degrees latitude (g = 980.6199 gals.).
 FC0196
 FC0196.The modeled gravity was interpolated from observed gravity values.
 FC0196
 FC0196;                    North         East    Units  Estimated Accuracy
 FC0196;SPC TN       -   170,600.      744,630.      MT  (+/- 180 meters Scaled)
 FC0196
 FC0196                          SUPERSEDED SURVEY CONTROL
 FC0196
 FC0196  NGVD 29 (??/??/92)  255.846  (m)          839.39   (f) ADJ UNCH    2 0
 FC0196
 FC0196.Superseded values are not recommended for survey control.
 FC0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0196.See file dsdata.txt to determine how the superseded data were derived.
 FC0196
 FC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE348715(NAD 83)
 FC0196_MARKER: DR = REFERENCE MARK DISK
 FC0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0196_STAMPING: BUTTER NO 1 1960
 FC0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0196+STABILITY: SURFACE MOTION
 FC0196
 FC0196  HISTORY     - Date     Condition        Report By
 FC0196  HISTORY     - 1960     MONUMENTED       CGS
 FC0196
 FC0196                          STATION DESCRIPTION
 FC0196
 FC0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0196'7.3 MI SE FROM KINGSTON.
 FC0196'THIS MARK IS LOCATED AT THE BUTTER 1960 STATION SITE, 22 FT.
 FC0196'EAST OF THE STATION MARK, 23.4 FT. EAST OF A WITNESS SIGN, AND
 FC0196'1 FT. NORTH OF A RIGHT-OF-WAY FENCE.  THE DISK IS SET IN TOP OF
 FC0196'A CONCRETE POST PROJECTING 1 INCH AND ABOUT 5 FT. ABOVE THE
 FC0196'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0194 ***********************************************************************
 FC0194  DESIGNATION -  BUTTER RM 2
 FC0194  PID         -  FC0194
 FC0194  STATE/COUNTY-  TN/ROANE
 FC0194  USGS QUAD   -  CAVE CREEK (1989)
 FC0194
 FC0194                         *CURRENT SURVEY CONTROL
 FC0194  ___________________________________________________________________
 FC0194* NAD 83(1986)-  35 51 37.     (N)    084 23 55.     (W)     SCALED    
 FC0194* NAVD 88     -       256.444  (meters)     841.35   (feet)  ADJUSTED  
 FC0194  ___________________________________________________________________
 FC0194  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FC0194  DYNAMIC HT  -         256.200 (meters)     840.55  (feet)  COMP
 FC0194  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 FC0194
 FC0194  VERT ORDER  -  SECOND    CLASS 0
 FC0194
 FC0194.The horizontal coordinates were scaled from a topographic map and have
 FC0194.an estimated accuracy of +/- 6 seconds.
 FC0194
 FC0194.The orthometric height was determined by differential leveling
 FC0194.and adjusted by the National Geodetic Survey in June 1991..
 FC0194
 FC0194.The geoid height was determined by GEOID03.
 FC0194
 FC0194.The dynamic height is computed by dividing the NAVD 88
 FC0194.geopotential number by the normal gravity value computed on the
 FC0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0194.degrees latitude (g = 980.6199 gals.).
 FC0194
 FC0194.The modeled gravity was interpolated from observed gravity values.
 FC0194
 FC0194;                    North         East    Units  Estimated Accuracy
 FC0194;SPC TN       -   170,600.      744,630.      MT  (+/- 180 meters Scaled)
 FC0194
 FC0194                          SUPERSEDED SURVEY CONTROL
 FC0194
 FC0194  NGVD 29 (??/??/92)  256.550  (m)          841.70   (f) ADJ UNCH    2 0
 FC0194
 FC0194.Superseded values are not recommended for survey control.
 FC0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0194.See file dsdata.txt to determine how the superseded data were derived.
 FC0194
 FC0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE348715(NAD 83)
 FC0194_MARKER: DR = REFERENCE MARK DISK
 FC0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0194_STAMPING: BUTTER NO 2 1960
 FC0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0194+STABILITY: SURFACE MOTION
 FC0194
 FC0194  HISTORY     - Date     Condition        Report By
 FC0194  HISTORY     - 1960     MONUMENTED       CGS
 FC0194
 FC0194                          STATION DESCRIPTION
 FC0194
 FC0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0194'7.3 MI SE FROM KINGSTON.
 FC0194'THIS MARK IS LOCATED AT THE BUTTER 1960 STATION SITE, 27.4 FT.
 FC0194'WEST OF THE STATION MARK, 25.4 FT. WEST OF A WITNESS SIGN, AND
 FC0194'1.4 FT. NORTH OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN
 FC0194'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 5 FT.
 FC0194'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2598 ***********************************************************************
 GB2598  DESIGNATION -  BUXTON
 GB2598  PID         -  GB2598
 GB2598  STATE/COUNTY-  TN/MORGAN
 GB2598  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2598
 GB2598                         *CURRENT SURVEY CONTROL
 GB2598  ___________________________________________________________________
 GB2598* NAD 83(1995)-  36 06 32.27584(N)    084 35 40.74892(W)     ADJUSTED  
 GB2598* NAVD 88     -       465.8    (meters)    1528.     (feet)  VERTCON   
 GB2598  ___________________________________________________________________
 GB2598  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GB2598  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB2598
 GB2598  HORZ ORDER  -  SECOND
 GB2598
 GB2598.The horizontal coordinates were established by classical geodetic methods
 GB2598.and adjusted by the National Geodetic Survey in April 1999..
 GB2598
 GB2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2598
 GB2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2598
 GB2598.The geoid height was determined by GEOID03.
 GB2598
 GB2598;                    North         East     Units Scale Factor Converg.
 GB2598;SPC TN       -   197,914.184   726,527.346   MT  0.99995987   +0 49 21.9
 GB2598;SPC TN       -   649,323.45  2,383,615.13   sFT  0.99995987   +0 49 21.9
 GB2598;UTM  16      - 3,998,713.619   716,509.223   MT  1.00017762   +1 25 05.1
 GB2598
 GB2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2598!SPC TN       -   0.99993151  x   0.99995987  =   0.99989138
 GB2598!UTM  16      -   0.99993151  x   1.00017762  =   1.00010912
 GB2598
 GB2598:                Primary Azimuth Mark                     Grid Az
 GB2598:SPC TN       -  BRUSHY RESET                             101 13 30.9
 GB2598:UTM  16      -  BRUSHY RESET                             100 37 47.7
 GB2598
 GB2598|---------------------------------------------------------------------|
 GB2598| PID    Reference Object                     Distance      Geod. Az  |
 GB2598|                                                           dddmmss.s |
 GB2598| GB2567 BRUSHY RESET                        APPROX.17.0 KM 1020252.8 |
 GB2598| DB8898 BUXTON RM 1                          17.711 METERS 21845     |
 GB2598| DB8899 BUXTON RM 2                          20.081 METERS 29834     |
 GB2598|---------------------------------------------------------------------|
 GB2598
 GB2598                          SUPERSEDED SURVEY CONTROL
 GB2598
 GB2598  NAD 83(1995)-  36 06 32.28139(N)    084 35 40.74997(W) AD(       ) 2
 GB2598  NAD 83(1995)-  36 06 32.28376(N)    084 35 40.75138(W) AD(       ) 2
 GB2598  NAD 83(1986)-  36 06 32.28742(N)    084 35 40.74876(W) AD(       ) 2
 GB2598  NAD 27      -  36 06 32.01603(N)    084 35 40.96694(W) AD(       ) 2
 GB2598  NGVD 29 (07/19/86)  465.9    (m)         1529.     (f) VERT ANG       
 GB2598
 GB2598.Superseded values are not recommended for survey control.
 GB2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2598.See file dsdata.txt to determine how the superseded data were derived.
 GB2598
 GB2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1650998714(NAD 83)
 GB2598_MARKER: DD = SURVEY DISK
 GB2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2598
 GB2598  HISTORY     - Date     Condition        Report By
 GB2598  HISTORY     - 1965     MONUMENTED       TNHD
 GB2598  HISTORY     - 1999     MARK NOT FOUND   LOCSUR
 GB2598
 GB2598                          STATION DESCRIPTION
 GB2598
 GB2598'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2598'THE STATION IS LOCATED IN WARTBURG.
 GB2598'
 GB2598'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG GO 0.1 MILE
 GB2598'WEST ON U.S. HIGHWAY 27 TO A PAVED ROAD ON THE RIGHT, TURN RIGHT,
 GB2598'NORTH, AND GO 0.4 MILE ON A PAVED AND GRAVELED ROAD TO THE STATION ON
 GB2598'THE RIGHT.
 GB2598'
 GB2598'THE STATION MARK IS 21 FEET SOUTH OF A 12-INCH OAK TREE, 15 FEET EAST
 GB2598'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 5.5 FEET NORTH
 GB2598'OF A WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2598'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED BUXTON
 GB2598'1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2598'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2598'MONUMENT.
 GB2598'
 GB2598'REFERENCE MARK NO. 1 IS 9 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB2598'GRAVELED ROAD, 8 FEET SOUTHEAST OF A 5-INCH MAPLE TREE AND 8 FEET
 GB2598'NORTH OF AN 8-INCH PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2598'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2598'MONUMENT AND THE DISK IS STAMPED BUXTON RM-1 1965.
 GB2598'
 GB2598'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB2598'GRAVELED ROAD, 34 FEET NORTHWEST OF A UTILITY POLE, 30 FEET
 GB2598'SOUTH OF A 24-INCH OAK TREE AND 8 FEET EAST OF A 12-INCH BLAZED OAK
 GB2598'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2598'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2598'BUXTON RM-2 1965.
 GB2598'
 GB2598'THE WARTBURG CHURCH OF THE NAZERENE SPIRE WILL SERVE AS THE AZIMUTH
 GB2598'MARK.  IT IS A RED BRICK BUILDING TRIMMED IN WHITE WITH A SPIRE AT
 GB2598'THE FRONT OF THE BUILDING.  THE POINT INTERSECTED WAS THE TOP AND THE
 GB2598'MIDDLE OF THE SPIRE.  IT HAS AN OVERALL HEIGHT OF ABOUT 50 FEET.
 GB2598'
 GB2598'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN WARTBURG, GO 0.1
 GB2598'MILE WEST ON U.S. HIGHWAY 27 TO A PAVED ROAD ON THE LEFT, TURN
 GB2598'LEFT, SOUTH, AND GO 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GB2598'
 GB2598'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2598'
 GB2598'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2598
 GB2598                          STATION RECOVERY (1999)
 GB2598
 GB2598'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999
 GB2598'THIS STATION IS APPARENTLY DESTROYED.  THE ROAD IT WAS EAST OF
 GB2598'WAS RECONFIGURED WHEN US HWY 27 WAS REROUTED.  A NEW ACCESS
 GB2598'ROAD WAS MADE TO ACCESS US HWY 27 AND IT CROSSES THE LOCATION
 GB2598'OF THE MARKER.  THE REFERENCE MARKS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2602 ***********************************************************************
 GB2602  DESIGNATION -  BYRD
 GB2602  PID         -  GB2602
 GB2602  STATE/COUNTY-  TN/MORGAN
 GB2602  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2602
 GB2602                         *CURRENT SURVEY CONTROL
 GB2602  ___________________________________________________________________
 GB2602* NAD 83(1995)-  36 11 02.41910(N)    084 39 46.04919(W)     ADJUSTED  
 GB2602* NAVD 88     -       414.3    (meters)    1359.     (feet)  VERTCON   
 GB2602  ___________________________________________________________________
 GB2602  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GB2602  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GB2602
 GB2602  HORZ ORDER  -  SECOND
 GB2602
 GB2602.The horizontal coordinates were established by classical geodetic methods
 GB2602.and adjusted by the National Geodetic Survey in April 1999..
 GB2602
 GB2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2602
 GB2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2602
 GB2602.The geoid height was determined by GEOID03.
 GB2602
 GB2602;                    North         East     Units Scale Factor Converg.
 GB2602;SPC TN       -   206,153.688   720,279.236   MT  0.99996700   +0 46 58.3
 GB2602;SPC TN       -   676,355.89  2,363,116.13   sFT  0.99996700   +0 46 58.3
 GB2602;UTM  16      - 4,006,889.254   710,174.432   MT  1.00014430   +1 22 49.3
 GB2602
 GB2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2602!SPC TN       -   0.99993954  x   0.99996700  =   0.99990655
 GB2602!UTM  16      -   0.99993954  x   1.00014430  =   1.00008384
 GB2602
 GB2602:                Primary Azimuth Mark                     Grid Az
 GB2602:SPC TN       -  HICKS                                    143 47 22.7
 GB2602:UTM  16      -  HICKS                                    143 11 31.7
 GB2602
 GB2602|---------------------------------------------------------------------|
 GB2602| PID    Reference Object                     Distance      Geod. Az  |
 GB2602|                                                           dddmmss.s |
 GB2602| GB2606 HICKS                               APPROX. 1.7 KM 1443421.0 |
 GB2602| DB8905 BYRD AZ MK                                         1885241.9 |
 GB2602| DB8907 BYRD RM 2                            24.982 METERS 19733     |
 GB2602| DB8906 BYRD RM 1                            21.743 METERS 34237     |
 GB2602|---------------------------------------------------------------------|
 GB2602
 GB2602                          SUPERSEDED SURVEY CONTROL
 GB2602
 GB2602  NAD 83(1995)-  36 11 02.42361(N)    084 39 46.05013(W) AD(       ) 2
 GB2602  NAD 83(1995)-  36 11 02.42636(N)    084 39 46.05378(W) AD(       ) 2
 GB2602  NAD 83(1986)-  36 11 02.42969(N)    084 39 46.04999(W) AD(       ) 2
 GB2602  NAD 27      -  36 11 02.15873(N)    084 39 46.24645(W) AD(       ) 2
 GB2602  NGVD 29 (07/19/86)  414.4    (m)         1360.     (f) VERT ANG       
 GB2602
 GB2602.Superseded values are not recommended for survey control.
 GB2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2602.See file dsdata.txt to determine how the superseded data were derived.
 GB2602
 GB2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1017406889(NAD 83)
 GB2602_MARKER: DD = SURVEY DISK
 GB2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2602
 GB2602  HISTORY     - Date     Condition        Report By
 GB2602  HISTORY     - 1965     MONUMENTED       TNHD
 GB2602
 GB2602                          STATION DESCRIPTION
 GB2602
 GB2602'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2602'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF WARTBURG.
 GB2602'
 GB2602'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2602'ROUTE 62 IN WARTBURG, GO 7.65 MILES NORTHWEST ON U.S. HIGHWAY 27
 GB2602'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD, NORTH, ON
 GB2602'U.S. HIGHWAY 27 FOR 0.1 MILE TO THE STATION MARK ON THE RIGHT AS
 GB2602'DESCRIBED.
 GB2602'
 GB2602'THE STATION MARK IS 64 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GB2602'HIGHWAY 27, 28 FEET EAST OF THE BANK OF A HIGHWAY CUT, 11 FEET
 GB2602'NORTHWEST OF A 6-INCH OAK TREE AND 1.5 FEET SOUTHWEST OF A WITNESS
 GB2602'POST AND SIGN. THE SURFACE AND UNDERGROUND MARKS ARE
 GB2602'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2602'BYRD 1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB2602'SURFACE.  THE
 GB2602'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2602'MONUMENT.
 GB2602'
 GB2602'REFERENCE MARK NO. 1 IS 11 FEET WEST OF THE EDGE OF A CLEARED HIGHWAY
 GB2602'RIGHT-OR-WAY AND 10 FEET EAST OF THE BANK OF A HIGHWAY CUT. IT IS
 GB2602'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2602'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2602'BYRD RM-1 1965.
 GB2602'
 GB2602'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE APPROXIMATE CENTER OF
 GB2602'U.S. HIGHWAY 27, 25 FEET WEST OF A TWIN-TRUNKED, 5-INCH OAK
 GB2602'TREE AND 6 FEET EAST OF THE EDGE OF THE BANK OF A HIGHWAY CUT. IT IS
 GB2602'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2602'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2602'BYRD RM-2 1965.
 GB2602'
 GB2602'THE AZIMUTH MARK IS 45 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GB2602'HIGHWAY 27 AND 14 FEET WEST OF THE NORTH CORNER OF HOOKS STORE. IT
 GB2602'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2602'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2602'BYRD AZI 1965.
 GB2602'
 GB2602'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GB2602'
 GB2602'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0754 ***********************************************************************
 FC0754  DESIGNATION -  C
 FC0754  PID         -  FC0754
 FC0754  STATE/COUNTY-  TN/MEIGS
 FC0754  USGS QUAD   -  DECATUR (1973)
 FC0754
 FC0754                         *CURRENT SURVEY CONTROL
 FC0754  ___________________________________________________________________
 FC0754* NAD 83(1986)-  35 37 26.     (N)    084 46 34.     (W)     SCALED    
 FC0754* NAVD 88     -       230.725  (meters)     756.97   (feet)  ADJUSTED  
 FC0754  ___________________________________________________________________
 FC0754  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0754  DYNAMIC HT  -         230.505 (meters)     756.25  (feet)  COMP
 FC0754  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FC0754
 FC0754  VERT ORDER  -  FIRST     CLASS II
 FC0754
 FC0754.The horizontal coordinates were scaled from a topographic map and have
 FC0754.an estimated accuracy of +/- 6 seconds.
 FC0754
 FC0754.The orthometric height was determined by differential leveling
 FC0754.and adjusted by the National Geodetic Survey in June 1991..
 FC0754
 FC0754.The geoid height was determined by GEOID03.
 FC0754
 FC0754.The dynamic height is computed by dividing the NAVD 88
 FC0754.geopotential number by the normal gravity value computed on the
 FC0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0754.degrees latitude (g = 980.6199 gals.).
 FC0754
 FC0754.The modeled gravity was interpolated from observed gravity values.
 FC0754
 FC0754;                    North         East    Units  Estimated Accuracy
 FC0754;SPC TN       -   143,880.      710,860.      MT  (+/- 180 meters Scaled)
 FC0754
 FC0754                          SUPERSEDED SURVEY CONTROL
 FC0754
 FC0754  NGVD 29 (??/??/92)  230.806  (m)          757.24   (f) ADJ UNCH    1 2
 FC0754
 FC0754.Superseded values are not recommended for survey control.
 FC0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0754.See file dsdata.txt to determine how the superseded data were derived.
 FC0754
 FC0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE013445(NAD 83)
 FC0754_MARKER: DD = SURVEY DISK
 FC0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0754_STAMPING: C
 FC0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0754+STABILITY: SURFACE MOTION
 FC0754
 FC0754  HISTORY     - Date     Condition        Report By
 FC0754  HISTORY     - UNK      MONUMENTED       TVA
 FC0754  HISTORY     - 1950     GOOD             NGS
 FC0754
 FC0754                          STATION DESCRIPTION
 FC0754
 FC0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0754'1.3 MI W FROM PEAKLAND.
 FC0754'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0754'PEAKLAND, THENCE ABOUT 0.85 MILE WEST ALONG A BLACK TOP ROAD
 FC0754'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.25 MILE EAST
 FC0754'OF THE EAST END OF THE DAM, ABOUT 0.1 MILE EAST OF A PARKING
 FC0754'AREA, 136 FEET SOUTH OF THE CENTERLINE OF THE BLACK TOP ROAD,
 FC0754'350 FEET SOUTHWEST AND ACROSS THE ROAD FROM B.M. B(T.V.A.), 61
 FC0754'FEET SOUTH OF A WIRE FENCE, 2 FEET EAST OF A T.V.A. STEEL
 FC0754'WITNESS POST, 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF
 FC0754'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0851 ***********************************************************************
 FD0851  DESIGNATION -  C 10
 FD0851  PID         -  FD0851
 FD0851  STATE/COUNTY-  TN/LAWRENCE
 FD0851  USGS QUAD   -  LONG BRANCH (1976)
 FD0851
 FD0851                         *CURRENT SURVEY CONTROL
 FD0851  ___________________________________________________________________
 FD0851* NAD 83(1986)-  35 08 21.     (N)    087 23 14.     (W)     SCALED    
 FD0851* NAVD 88     -       291.295  (meters)     955.69   (feet)  ADJUSTED  
 FD0851  ___________________________________________________________________
 FD0851  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FD0851  DYNAMIC HT  -         291.016 (meters)     954.77  (feet)  COMP
 FD0851  MODELED GRAV-     979,669.6   (mgal)                       NAVD 88
 FD0851
 FD0851  VERT ORDER  -  FIRST     CLASS II
 FD0851
 FD0851.The horizontal coordinates were scaled from a topographic map and have
 FD0851.an estimated accuracy of +/- 6 seconds.
 FD0851
 FD0851.The orthometric height was determined by differential leveling
 FD0851.and adjusted by the National Geodetic Survey in June 1991..
 FD0851
 FD0851.The geoid height was determined by GEOID03.
 FD0851
 FD0851.The dynamic height is computed by dividing the NAVD 88
 FD0851.geopotential number by the normal gravity value computed on the
 FD0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0851.degrees latitude (g = 980.6199 gals.).
 FD0851
 FD0851.The modeled gravity was interpolated from observed gravity values.
 FD0851
 FD0851;                    North         East    Units  Estimated Accuracy
 FD0851;SPC TN       -    90,300.      473,580.      MT  (+/- 180 meters Scaled)
 FD0851
 FD0851                          SUPERSEDED SURVEY CONTROL
 FD0851
 FD0851  NGVD 29 (??/??/92)  291.247  (m)          955.53   (f) ADJ UNCH    1 2
 FD0851
 FD0851.Superseded values are not recommended for survey control.
 FD0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0851.See file dsdata.txt to determine how the superseded data were derived.
 FD0851
 FD0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD647885(NAD 83)
 FD0851_MARKER: DB = BENCH MARK DISK
 FD0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0851_STAMPING: C 10 1931
 FD0851_MARK LOGO: CGS   
 FD0851_PROJECTION: PROJECTING 8 CENTIMETERS
 FD0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0851+STABILITY: SURFACE MOTION
 FD0851
 FD0851  HISTORY     - Date     Condition        Report By
 FD0851  HISTORY     - 1931     MONUMENTED       CGS
 FD0851  HISTORY     - 1962     GOOD             NGS
 FD0851  HISTORY     - 1973     GOOD             TVA
 FD0851  HISTORY     - 1983     GOOD             NGS
 FD0851
 FD0851                          STATION DESCRIPTION
 FD0851
 FD0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0851'AT SPRINGERS.
 FD0851'AT SPRINGERS, LAWRENCE COUNTY, AT THE LOUISVILLE AND NASHVILLE
 FD0851'RAILROAD STATION, 5 RAILS NORTH OF A ROAD CROSSING, WEST OF A
 FD0851'TELEPHONE BOOTH, 2-3/4 RAILS SOUTH OF THE FROG AT THE NORTH END OF
 FD0851'THE SIDING, 27 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 FD0851'2 FEET EAST OF A STEEL POST, AND SET IN THE TOP OF A CONCRETE POST.
 FD0851
 FD0851                          STATION RECOVERY (1973)
 FD0851
 FD0851'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0851'RECOVERED IN GOOD CONDITION.
 FD0851
 FD0851                          STATION RECOVERY (1983)
 FD0851
 FD0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0851'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD STATION IS GONE,
 FD0851'LOCATED JUST NORTH-NORTHEAST OF THE ONLY ROAD CROSSING IN SPRINGERS
 FD0851'STATION, 0.91 METERS (3.0 FT) EAST-SOUTHEAST OF THE APPROXIMATE CENTER
 FD0851'OF A GRAVEL ROAD.
 FD0851'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0468 ***********************************************************************
 GA0468  DESIGNATION -  C 101
 GA0468  PID         -  GA0468
 GA0468  STATE/COUNTY-  TN/CARTER
 GA0468  USGS QUAD   -  JOHNSON CITY (1968)
 GA0468
 GA0468                         *CURRENT SURVEY CONTROL
 GA0468  ___________________________________________________________________
 GA0468* NAD 83(1986)-  36 22 07.     (N)    082 15 49.     (W)     SCALED    
 GA0468* NAVD 88     -       510.156  (meters)    1673.74   (feet)  ADJUSTED  
 GA0468  ___________________________________________________________________
 GA0468  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0468  DYNAMIC HT  -         509.676 (meters)    1672.16  (feet)  COMP
 GA0468  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 GA0468
 GA0468  VERT ORDER  -  SECOND    CLASS 0
 GA0468
 GA0468.The horizontal coordinates were scaled from a topographic map and have
 GA0468.an estimated accuracy of +/- 6 seconds.
 GA0468
 GA0468.The orthometric height was determined by differential leveling
 GA0468.and adjusted by the National Geodetic Survey in June 1991..
 GA0468
 GA0468.The geoid height was determined by GEOID03.
 GA0468
 GA0468.The dynamic height is computed by dividing the NAVD 88
 GA0468.geopotential number by the normal gravity value computed on the
 GA0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0468.degrees latitude (g = 980.6199 gals.).
 GA0468
 GA0468.The modeled gravity was interpolated from observed gravity values.
 GA0468
 GA0468;                    North         East    Units  Estimated Accuracy
 GA0468;SPC TN       -   232,220.      935,230.      MT  (+/- 180 meters Scaled)
 GA0468
 GA0468                          SUPERSEDED SURVEY CONTROL
 GA0468
 GA0468  NGVD 29 (??/??/92)  510.302  (m)         1674.22   (f) ADJ UNCH    2 0
 GA0468
 GA0468.Superseded values are not recommended for survey control.
 GA0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0468.See file dsdata.txt to determine how the superseded data were derived.
 GA0468
 GA0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA866255(NAD 83)
 GA0468_MARKER: DB = BENCH MARK DISK
 GA0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0468_STAMPING: C 101 1935
 GA0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0468+STABILITY: SURFACE MOTION
 GA0468
 GA0468  HISTORY     - Date     Condition        Report By
 GA0468  HISTORY     - 1935     MONUMENTED       CGS
 GA0468
 GA0468                          STATION DESCRIPTION
 GA0468
 GA0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0468'4 MI NW FROM ELIZABETHTON.
 GA0468'4.0 MILES NORTHWEST ALONG THE WATAUGA HIGHWAY FROM THE SOUTHERN
 GA0468'RAILWAY STATION AT ELIZABETHTON, CARTER COUNTY, AT THE B.F.
 GA0468'MORRELL GENERAL STORE, 42 FEET EAST OF THE EAST SIDE OF THE
 GA0468'BUILDING, 23.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5
 GA0468'FEET WEST OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GA0468'DISK, STAMPED C 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0258 ***********************************************************************
 GA0258  DESIGNATION -  C 102
 GA0258  PID         -  GA0258
 GA0258  STATE/COUNTY-  TN/SULLIVAN
 GA0258  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0258
 GA0258                         *CURRENT SURVEY CONTROL
 GA0258  ___________________________________________________________________
 GA0258* NAD 83(1986)-  36 33 50.     (N)    082 27 36.     (W)     SCALED    
 GA0258* NAVD 88     -       381.488  (meters)    1251.60   (feet)  POSTED    
 GA0258  ___________________________________________________________________
 GA0258  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0258  DYNAMIC HT  -         381.140 (meters)    1250.46  (feet)  COMP
 GA0258  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 GA0258
 GA0258  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GA0258
 GA0258.The horizontal coordinates were scaled from a topographic map and have
 GA0258.an estimated accuracy of +/- 6 seconds.
 GA0258
 GA0258.The orthometric height was determined by differential leveling
 GA0258.and adjusted by the National Geodetic Survey in 1992..
 GA0258.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GA0258.rate greater than 8.0 mm/km.
 GA0258
 GA0258.The geoid height was determined by GEOID03.
 GA0258
 GA0258.The dynamic height is computed by dividing the NAVD 88
 GA0258.geopotential number by the normal gravity value computed on the
 GA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0258.degrees latitude (g = 980.6199 gals.).
 GA0258
 GA0258.The modeled gravity was interpolated from observed gravity values.
 GA0258
 GA0258;                    North         East    Units  Estimated Accuracy
 GA0258;SPC TN       -   253,220.      916,830.      MT  (+/- 180 meters Scaled)
 GA0258
 GA0258                          SUPERSEDED SURVEY CONTROL
 GA0258
 GA0258  NGVD 29 (??/??/92)  381.614  (m)         1252.01   (f) ADJ UNCH    2 0
 GA0258
 GA0258.Superseded values are not recommended for survey control.
 GA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0258.See file dsdata.txt to determine how the superseded data were derived.
 GA0258
 GA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA693474(NAD 83)
 GA0258_MARKER: DB = BENCH MARK DISK
 GA0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0258_STAMPING: C 102 1935
 GA0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0258+STABILITY: SURFACE MOTION
 GA0258
 GA0258  HISTORY     - Date     Condition        Report By
 GA0258  HISTORY     - 1935     MONUMENTED       CGS
 GA0258  HISTORY     - 1959     GOOD             TVA
 GA0258
 GA0258                          STATION DESCRIPTION
 GA0258
 GA0258'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0258'0.5 MI N FROM ORE BANK.
 GA0258'0.5 MILE NORTH ALONG THE ARCADIA ROAD LEADING TO U.S. HIGHWAY
 GA0258'11 W FROM THE SCHOOL AT ORE BANK, SULLIVAN COUNTY, 2.2 MILES
 GA0258'SOUTH OF ARCADIA, 0.1 MILE NORTH OF A BRIDGE OVER REEDY CREEK,
 GA0258'AT THE BRUCE ANDERSON PROPERTY, 23 YARDS NORTHEAST OF A 30 INCH
 GA0258'HORSE-CHESTNUT TREE, 6.7 FEET SOUTH OF THE NORTHEAST CORNER
 GA0258'OF A GARAGE, 26.7 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 GA0258'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 102 1935 AND SET
 GA0258'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE REACHED
 GA0258'FROM THE JUNCTION OF U.S. HIGHWAYS 11 W AND 23 AT KINGSPORT BY
 GA0258'GOING 6.7 MILES EAST ALONG U.S. HIGHWAY 11 W (NEW).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0259 ***********************************************************************
 GA0259  DESIGNATION -  C 102 X
 GA0259  PID         -  GA0259
 GA0259  STATE/COUNTY-  TN/SULLIVAN
 GA0259  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0259
 GA0259                         *CURRENT SURVEY CONTROL
 GA0259  ___________________________________________________________________
 GA0259* NAD 83(1986)-  36 33 50.     (N)    082 27 36.     (W)     SCALED    
 GA0259* NAVD 88     -       382.955  (meters)    1256.41   (feet)  ADJUSTED  
 GA0259  ___________________________________________________________________
 GA0259  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0259  DYNAMIC HT  -         382.604 (meters)    1255.26  (feet)  COMP
 GA0259  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 GA0259
 GA0259  VERT ORDER  -  SECOND    CLASS 0
 GA0259
 GA0259.The horizontal coordinates were scaled from a topographic map and have
 GA0259.an estimated accuracy of +/- 6 seconds.
 GA0259
 GA0259.The orthometric height was determined by differential leveling
 GA0259.and adjusted by the National Geodetic Survey in June 1991..
 GA0259
 GA0259.The geoid height was determined by GEOID03.
 GA0259
 GA0259.The dynamic height is computed by dividing the NAVD 88
 GA0259.geopotential number by the normal gravity value computed on the
 GA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0259.degrees latitude (g = 980.6199 gals.).
 GA0259
 GA0259.The modeled gravity was interpolated from observed gravity values.
 GA0259
 GA0259;                    North         East    Units  Estimated Accuracy
 GA0259;SPC TN       -   253,220.      916,830.      MT  (+/- 180 meters Scaled)
 GA0259
 GA0259                          SUPERSEDED SURVEY CONTROL
 GA0259
 GA0259  NGVD 29 (??/??/92)  383.081  (m)         1256.82   (f) ADJ UNCH    2 0
 GA0259
 GA0259.Superseded values are not recommended for survey control.
 GA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0259.See file dsdata.txt to determine how the superseded data were derived.
 GA0259
 GA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA693474(NAD 83)
 GA0259_MARKER: DB = BENCH MARK DISK
 GA0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0259_STAMPING: C 102 X 1935
 GA0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0259+STABILITY: SURFACE MOTION
 GA0259
 GA0259  HISTORY     - Date     Condition        Report By
 GA0259  HISTORY     - 1935     MONUMENTED       CGS
 GA0259  HISTORY     - 1959     GOOD             TVA
 GA0259
 GA0259                          STATION DESCRIPTION
 GA0259
 GA0259'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0259'0.5 MI N FROM ORE BANK.
 GA0259'0.5 MILE NORTH ALONG THE ARCADIA ROAD LEADING TO U.S. HIGHWAY
 GA0259'11 W FROM THE SCHOOL AT ORE BANK, SULLIVAN COUNTY, 2.2 MILES
 GA0259'SOUTH OF ARCADIA, 0.1 MILE NORTH OF ANDERSON BRIDGE OVER REEDY
 GA0259'CREEK, 75 YARDS NORTH OF A ROAD JUNCTION, 44.5 FEET NORTH OF THE
 GA0259'CENTERLINE OF THE ROAD, 1.8 FEET SOUTH OF A FENCE LINE, IN LINE
 GA0259'WITH THE WEST FACE OF A GARAGE, AND 2 FEET HIGHER THAN THE
 GA0259'ROAD.  A STANDARD DISK, STAMPED C 102 X 1935 AND SET IN THE TOP
 GA0259'OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 GA0259'JUNCTION OF U.S. HIGHWAYS 11 W AND 23 AT KINGSPORT BY GOING
 GA0259'EAST ALONG U.S. HIGHWAY 11 W FOR 6.7 MILES.  THIS MARK IS PLUS 100
 GA0259'FEET EAST OF BENCH MARK C 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1005 ***********************************************************************
 FZ1005  DESIGNATION -  C 103
 FZ1005  PID         -  FZ1005
 FZ1005  STATE/COUNTY-  TN/JOHNSON
 FZ1005  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ1005
 FZ1005                         *CURRENT SURVEY CONTROL
 FZ1005  ___________________________________________________________________
 FZ1005* NAD 83(1986)-  36 29 18.     (N)    081 51 22.     (W)     SCALED    
 FZ1005* NAVD 88     -       881.147  (meters)    2890.90   (feet)  ADJUSTED  
 FZ1005  ___________________________________________________________________
 FZ1005  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1005  DYNAMIC HT  -         880.280 (meters)    2888.05  (feet)  COMP
 FZ1005  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 FZ1005
 FZ1005  VERT ORDER  -  SECOND    CLASS 0
 FZ1005
 FZ1005.The horizontal coordinates were scaled from a topographic map and have
 FZ1005.an estimated accuracy of +/- 6 seconds.
 FZ1005
 FZ1005.The orthometric height was determined by differential leveling
 FZ1005.and adjusted by the National Geodetic Survey in June 1991..
 FZ1005
 FZ1005.The geoid height was determined by GEOID03.
 FZ1005
 FZ1005.The dynamic height is computed by dividing the NAVD 88
 FZ1005.geopotential number by the normal gravity value computed on the
 FZ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1005.degrees latitude (g = 980.6199 gals.).
 FZ1005
 FZ1005.The modeled gravity was interpolated from observed gravity values.
 FZ1005
 FZ1005;                    North         East    Units  Estimated Accuracy
 FZ1005;SPC TN       -   246,960.      971,210.      MT  (+/- 180 meters Scaled)
 FZ1005
 FZ1005                          SUPERSEDED SURVEY CONTROL
 FZ1005
 FZ1005  NGVD 29 (??/??/92)  881.218  (m)         2891.13   (f) ADJ UNCH    2 0
 FZ1005
 FZ1005.Superseded values are not recommended for survey control.
 FZ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1005.See file dsdata.txt to determine how the superseded data were derived.
 FZ1005
 FZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA233384(NAD 83)
 FZ1005_MARKER: DB = BENCH MARK DISK
 FZ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1005_STAMPING: C 103 1935
 FZ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1005+STABILITY: SURFACE MOTION
 FZ1005
 FZ1005  HISTORY     - Date     Condition        Report By
 FZ1005  HISTORY     - 1935     MONUMENTED       CGS
 FZ1005
 FZ1005                          STATION DESCRIPTION
 FZ1005
 FZ1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1005'4 MI NW FROM MOUNTAIN CITY.
 FZ1005'4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ1005'AT MOUNTAIN CITY, JOHNSON COUNTY, AT THE END OF THE MACADAM AND
 FZ1005'BEGINNING OF THE GRAVEL HIGHWAY, 50 YARDS SOUTHWEST OF THE
 FZ1005'SOUTHWEST CORNER OF THE CHARLEY PAYNE LOG CABIN, 22.4 FEET
 FZ1005'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE LINE,
 FZ1005'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 103 1935
 FZ1005'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0436 ***********************************************************************
 GA0436  DESIGNATION -  C 104
 GA0436  PID         -  GA0436
 GA0436  STATE/COUNTY-  TN/JOHNSON
 GA0436  USGS QUAD   -  WATAUGA DAM (1960)
 GA0436
 GA0436                         *CURRENT SURVEY CONTROL
 GA0436  ___________________________________________________________________
 GA0436* NAD 83(1986)-  36 20 17.     (N)    081 59 59.     (W)     SCALED    
 GA0436* NAVD 88     -       564.788  (meters)    1852.98   (feet)  ADJUSTED  
 GA0436  ___________________________________________________________________
 GA0436  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0436  DYNAMIC HT  -         564.218 (meters)    1851.11  (feet)  COMP
 GA0436  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 GA0436
 GA0436  VERT ORDER  -  SECOND    CLASS 0
 GA0436
 GA0436.The horizontal coordinates were scaled from a topographic map and have
 GA0436.an estimated accuracy of +/- 6 seconds.
 GA0436
 GA0436.The orthometric height was determined by differential leveling
 GA0436.and adjusted by the National Geodetic Survey in June 1991..
 GA0436
 GA0436.The geoid height was determined by GEOID03.
 GA0436
 GA0436.The dynamic height is computed by dividing the NAVD 88
 GA0436.geopotential number by the normal gravity value computed on the
 GA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0436.degrees latitude (g = 980.6199 gals.).
 GA0436
 GA0436.The modeled gravity was interpolated from observed gravity values.
 GA0436
 GA0436;                    North         East    Units  Estimated Accuracy
 GA0436;SPC TN       -   229,760.      959,030.      MT  (+/- 180 meters Scaled)
 GA0436
 GA0436                          SUPERSEDED SURVEY CONTROL
 GA0436
 GA0436  NGVD 29 (??/??/92)  564.888  (m)         1853.30   (f) ADJ UNCH    2 0
 GA0436
 GA0436.Superseded values are not recommended for survey control.
 GA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0436.See file dsdata.txt to determine how the superseded data were derived.
 GA0436
 GA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA102219(NAD 83)
 GA0436_MARKER: DB = BENCH MARK DISK
 GA0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0436_STAMPING: C 104 1935
 GA0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0436+STABILITY: SURFACE MOTION
 GA0436
 GA0436  HISTORY     - Date     Condition        Report By
 GA0436  HISTORY     - 1935     MONUMENTED       CGS
 GA0436
 GA0436                          STATION DESCRIPTION
 GA0436
 GA0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0436'AT BUTLER.
 GA0436'AT BUTLER, JOHNSON COUNTY, ON THE SOUTHERN RAILWAY, 1/4 MILE
 GA0436'NORTHEAST OF THE STATION, AT A STREET CROSSING, ON THE WHEELER
 GA0436'WILSON PROPERTY, 200 FEET EAST OF A TWO-STORY HOUSE IN THE WEST
 GA0436'CORNER OF THE CROSSING, 80 FEET SOUTH OF A 1-1/2 STORY HOUSE
 GA0436'IN THE NORTH CORNER OF THE CROSSING, 55 FEET NORTH OF A ONE-STORY
 GA0436'HOUSE IN THE SOUTH CORNER OF THE CROSSING, 50 FEET SOUTHWEST
 GA0436'OF A STOCK GAP, 34 FEET SOUTHEAST OF A POLE, 25 FEET EAST
 GA0436'OF THE STREET CROSSING, 0.8 FOOT SOUTH OF THE SOUTH RAIL, AND
 GA0436'15.4 FEET NORTHWEST OF POWER-TRANSMISSION LINE POLE 14.  A
 GA0436'STANDARD DISK, STAMPED C 104 1935 AND SET IN THE TOP OF A
 GA0436'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0825 ***********************************************************************
 GA0825  DESIGNATION -  C 105
 GA0825  PID         -  GA0825
 GA0825  STATE/COUNTY-  TN/GREENE
 GA0825  USGS QUAD   -  GREENEVILLE (1961)
 GA0825
 GA0825                         *CURRENT SURVEY CONTROL
 GA0825  ___________________________________________________________________
 GA0825* NAD 83(1995)-  36 13 47.24783(N)    082 47 00.77110(W)     ADJUSTED  
 GA0825* NAVD 88     -       494.337  (meters)    1621.84   (feet)  ADJUSTED  
 GA0825  ___________________________________________________________________
 GA0825  X           -     647,102.075 (meters)                     COMP
 GA0825  Y           -  -5,110,538.176 (meters)                     COMP
 GA0825  Z           -   3,749,063.432 (meters)                     COMP
 GA0825  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GA0825  ELLIP HEIGHT-         463.01  (meters)          (06/20/02) GPS OBS
 GA0825  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0825  DYNAMIC HT  -         493.872 (meters)    1620.31  (feet)  COMP
 GA0825  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 GA0825
 GA0825  HORZ ORDER  -  FIRST
 GA0825  VERT ORDER  -  SECOND    CLASS 0
 GA0825  ELLP ORDER  -  FIRST     CLASS I
 GA0825
 GA0825.The horizontal coordinates were established by GPS observations
 GA0825.and adjusted by the National Geodetic Survey in June 2002..
 GA0825
 GA0825.The orthometric height was determined by differential leveling
 GA0825.and adjusted by the National Geodetic Survey in June 1991..
 GA0825
 GA0825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA0825
 GA0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0825
 GA0825.The ellipsoidal height was determined by GPS observations
 GA0825.and is referenced to NAD 83.
 GA0825
 GA0825.The geoid height was determined by GEOID03.
 GA0825
 GA0825.The dynamic height is computed by dividing the NAVD 88
 GA0825.geopotential number by the normal gravity value computed on the
 GA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0825.degrees latitude (g = 980.6199 gals.).
 GA0825
 GA0825.The modeled gravity was interpolated from observed gravity values.
 GA0825
 GA0825;                    North         East     Units Scale Factor Converg.
 GA0825;SPC TN       -   215,163.480   889,103.452   MT  0.99997219   +1 52 58.9
 GA0825;SPC TN       -   705,915.52  2,917,000.24   sFT  0.99997219   +1 52 58.9
 GA0825;UTM  17      - 4,010,910.880   339,712.864   MT  0.99991656   -1 03 15.6
 GA0825
 GA0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0825!SPC TN       -   0.99992734  x   0.99997219  =   0.99989953
 GA0825!UTM  17      -   0.99992734  x   0.99991656  =   0.99984390
 GA0825
 GA0825                          SUPERSEDED SURVEY CONTROL
 GA0825
 GA0825  NAVD 88 (06/20/02)  494.34   (m)         1621.8    (f) LEVELING    3  
 GA0825  NGVD 29 (??/??/92)  494.468  (m)         1622.27   (f) ADJ UNCH    2 0
 GA0825
 GA0825.Superseded values are not recommended for survey control.
 GA0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0825.See file dsdata.txt to determine how the superseded data were derived.
 GA0825
 GA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3971310911(NAD 83)
 GA0825_MARKER: DB = BENCH MARK DISK
 GA0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0825_STAMPING: C 105 1935
 GA0825_MARK LOGO: CGS   
 GA0825_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0825+STABILITY: SURFACE MOTION
 GA0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0825+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2001
 GA0825
 GA0825  HISTORY     - Date     Condition        Report By
 GA0825  HISTORY     - 1935     MONUMENTED       CGS
 GA0825  HISTORY     - 1950     GOOD             TVA
 GA0825  HISTORY     - 20011214 GOOD             NGS
 GA0825
 GA0825                          STATION DESCRIPTION
 GA0825
 GA0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0825'5.7 MI NE FROM GREENEVILLE.
 GA0825'5.7 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0825'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, AT THE R.T. DUNN
 GA0825'RESIDENCE, 30 FEET FROM THE CENTERLINE OF THE HIGHWAY, 117
 GA0825'FEET SOUTHEAST OF A 30-INCH OAK TREE, 104 FEET SOUTHEAST OF
 GA0825'THE SOUTHWEST CORNER OF THE HOUSE, 2 FEET EAST OF A POST,
 GA0825'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 105
 GA0825'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0825
 GA0825                          STATION RECOVERY (1950)
 GA0825
 GA0825'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0825'RECOVERED IN GOOD CONDITION.
 GA0825
 GA0825                          STATION RECOVERY (2001)
 GA0825
 GA0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 GA0825'THE STATION IS LOCATED ABOUT 8.0 KM NORTHEAST OF GREENVILLE ALONG
 GA0825'THE NORTHWEST SIDE OF STATE HIGHWAY 93.  IN A LARGE SHALLOW HALF
 GA0825'MOON SHAPED GRASS AREA,  JUST SOUTH-SOUTHWEST OF A UTILITY POLE
 GA0825'AND JUST NORTHEAST OF  A RIGHT-OF-WAY MARKER AND METAL
 GA0825'TENNESSEE VALLEY AUTHORITY WITNESS POST AND SIGN.
 GA0825' 
 GA0825'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.
 GA0825' 
 GA0825'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E, 321
 GA0825'AND STATE HIGHWAY 93N ON THE NORTH SIDE OF GREENVILLE, GO
 GA0825'NORTHEAST FOR 7.08 KM ON HIGHWAY 93N TO THE LARGE GRASS AREA ON
 GA0825'THE LEFT AND THE STATION BY THE MARKER.
 GA0825' 
 GA0825'NOTE--THE DATUM POINT IS THE CENTER OF A CROSS CAST IN THE TOP
 GA0825'CENTER OF A STANDARD BRASS COAST AND GEODETIC SURVEY BENCH
 GA0825'MARK DISK, SET IN TOP OF AN 8 X 8 INCH CONCRETE POST PROJECTING
 GA0825'ABOUT 10 CM ABOVE THE GROUND SURFACE.
 GA0825' 
 GA0825'STATION IS 19.6 M EAST OF A LONG GRAVEL HALF MOON DRIVEWAY, 9.75 M
 GA0825'WEST-NORTHWEST OF THE HIGHWAY 93 CENTER, 4.4 M NORTHWEST OF
 GA0825'THE WEST END OF A 16 INCH CONCRETE PIPE CULVERT UNDER THE
 GA0825'HIGHWAY, 3.8 M SOUTH-SOUTHWEST OF A UTILITY POLE NUMBER - JE 14 88
 GA0825'95 16 - WITH 1 TRANSFORMER AND 3 GUY WIRES, 0.6 M NORTHEAST OF A
 GA0825'CONCRETE RIGHT-OF-WAY MARKER PROJECTING ABOUT 16 INCHES ABOVE
 GA0825'THE GROUND SURFACE, 0.2 M EAST OF A METAL FENCE POST WITH U.S.
 GA0825'GOVERNMENT AND TENNESSEE VALLEY AUTHORITY WITNESS SIGN, AND
 GA0825'THE MONUMENT IS ABOUT 0.6 M BELOW THE HIGHWAY 93 LEVEL.
 GA0825'BY R.G. HAYES
 GA0825' 
 GA0825'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0960 ***********************************************************************
 FZ0960  DESIGNATION -  C 105
 FZ0960  PID         -  FZ0960
 FZ0960  STATE/COUNTY-  TN/CARTER
 FZ0960  USGS QUAD   -  ELK MILLS (1994)
 FZ0960
 FZ0960                         *CURRENT SURVEY CONTROL
 FZ0960  ___________________________________________________________________
 FZ0960* NAD 83(1986)-  36 16 23.     (N)    081 59 24.     (W)     SCALED    
 FZ0960* NAVD 88     -       607.75   (+/-2cm)    1993.9    (feet)  VERTCON   
 FZ0960  ___________________________________________________________________
 FZ0960  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FZ0960
 FZ0960  VERT ORDER  -  ? (See Below)
 FZ0960
 FZ0960.The horizontal coordinates were scaled from a topographic map and have
 FZ0960.an estimated accuracy of +/- 6 seconds.
 FZ0960
 FZ0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0960.The vertical order pertains to the NGVD 29 superseded value.
 FZ0960
 FZ0960.The geoid height was determined by GEOID03.
 FZ0960
 FZ0960;                    North         East    Units  Estimated Accuracy
 FZ0960;SPC TN       -   222,590.      960,200.      MT  (+/- 180 meters Scaled)
 FZ0960
 FZ0960                          SUPERSEDED SURVEY CONTROL
 FZ0960
 FZ0960  NGVD 29 (??/??/92)  607.860  (m)         1994.29   (f) ADJ UNCH    ?  
 FZ0960
 FZ0960.Superseded values are not recommended for survey control.
 FZ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0960.See file dsdata.txt to determine how the superseded data were derived.
 FZ0960
 FZ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA110146(NAD 83)
 FZ0960_MARKER: DB = BENCH MARK DISK
 FZ0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0960_STAMPING: C 105 1935
 FZ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0960+STABILITY: SURFACE MOTION
 FZ0960
 FZ0960  HISTORY     - Date     Condition        Report By
 FZ0960  HISTORY     - 1935     MONUMENTED       CGS
 FZ0960  HISTORY     - 1937     GOOD             TVA
 FZ0960
 FZ0960                          STATION DESCRIPTION
 FZ0960
 FZ0960'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0960'AT ELK MILLS.
 FZ0960'AT ELK MILLS, CARTER COUNTY, ON THE ELK RIVER ROAD, 125 FEET
 FZ0960'WEST OF THE RIGHT END OF A TWO-SPAN STEEL BRIDGE OVER ELK RIVER,
 FZ0960'225 FEET EAST OF A STONE CHURCH, 100 FEET EAST OF MAIN ENTRANCE TO
 FZ0960'A TWO-STORY BRICK SCHOOL BUILDING, 4 PACES FROM THE NORTHEAST
 FZ0960'CORNER, 10 PACES SOUTH OF THE CENTERLINE OF THE ROAD, AND AT THE
 FZ0960'NORTHWEST CORNER OF A CEMETERY.  A STANDARD DISK, STAMPED C
 FZ0960'105 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0865 ***********************************************************************
 GA0865  DESIGNATION -  C 107
 GA0865  PID         -  GA0865
 GA0865  STATE/COUNTY-  TN/GREENE
 GA0865  USGS QUAD   -  MC CLOUD (1961)
 GA0865
 GA0865                         *CURRENT SURVEY CONTROL
 GA0865  ___________________________________________________________________
 GA0865* NAD 83(1986)-  36 17 28.     (N)    082 56 06.     (W)     SCALED    
 GA0865* NAVD 88     -       379.146  (meters)    1243.91   (feet)  ADJUSTED  
 GA0865  ___________________________________________________________________
 GA0865  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0865  DYNAMIC HT  -         378.797 (meters)    1242.77  (feet)  COMP
 GA0865  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 GA0865
 GA0865  VERT ORDER  -  SECOND    CLASS 0
 GA0865
 GA0865.The horizontal coordinates were scaled from a topographic map and have
 GA0865.an estimated accuracy of +/- 6 seconds.
 GA0865
 GA0865.The orthometric height was determined by differential leveling
 GA0865.and adjusted by the National Geodetic Survey in June 1991..
 GA0865
 GA0865.The geoid height was determined by GEOID03.
 GA0865
 GA0865.The dynamic height is computed by dividing the NAVD 88
 GA0865.geopotential number by the normal gravity value computed on the
 GA0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0865.degrees latitude (g = 980.6199 gals.).
 GA0865
 GA0865.The modeled gravity was interpolated from observed gravity values.
 GA0865
 GA0865;                    North         East    Units  Estimated Accuracy
 GA0865;SPC TN       -   221,530.      875,280.      MT  (+/- 180 meters Scaled)
 GA0865
 GA0865                          SUPERSEDED SURVEY CONTROL
 GA0865
 GA0865  NGVD 29 (??/??/92)  379.291  (m)         1244.39   (f) ADJ UNCH    2 0
 GA0865
 GA0865.Superseded values are not recommended for survey control.
 GA0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0865.See file dsdata.txt to determine how the superseded data were derived.
 GA0865
 GA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA262179(NAD 83)
 GA0865_MARKER: DB = BENCH MARK DISK
 GA0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0865_STAMPING: C 107 1935
 GA0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0865+STABILITY: SURFACE MOTION
 GA0865
 GA0865  HISTORY     - Date     Condition        Report By
 GA0865  HISTORY     - 1935     MONUMENTED       CGS
 GA0865  HISTORY     - 1972     MARK NOT FOUND   NGS
 GA0865
 GA0865                          STATION DESCRIPTION
 GA0865
 GA0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0865'AT ROMEO.
 GA0865'AT ROMEO, GREENE COUNTY, ON THE BAILEYTON ROAD, AT THE ADDIE
 GA0865'SMITH RESIDENCE, 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GA0865'THE HOUSE, 22 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 GA0865'3 FEET NORTHWEST OF A SOUTHWEST FENCE CORNER, 2-1/2 FEET HIGHER
 GA0865'THAN THE ROAD.  AND 200 FEET EAST OF THE CENTERLINE OF JUNCTION
 GA0865'OF T-ROAD WEST.  A STANDARD DISK, STAMPED C 107 1935 AND SET
 GA0865'IN THE TOP OF A CONCRETE POST.
 GA0865
 GA0865                          STATION RECOVERY (1972)
 GA0865
 GA0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0983 ***********************************************************************
 GA0983  DESIGNATION -  C 108
 GA0983  PID         -  GA0983
 GA0983  STATE/COUNTY-  TN/GREENE
 GA0983  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0983
 GA0983                         *CURRENT SURVEY CONTROL
 GA0983  ___________________________________________________________________
 GA0983* NAD 83(1986)-  36 19 36.     (N)    082 41 25.     (W)     SCALED    
 GA0983* NAVD 88     -       501.191  (meters)    1644.32   (feet)  ADJUSTED  
 GA0983  ___________________________________________________________________
 GA0983  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0983  DYNAMIC HT  -         500.715 (meters)    1642.76  (feet)  COMP
 GA0983  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 GA0983
 GA0983  VERT ORDER  -  SECOND    CLASS 0
 GA0983
 GA0983.The horizontal coordinates were scaled from a topographic map and have
 GA0983.an estimated accuracy of +/- 6 seconds.
 GA0983
 GA0983.The orthometric height was determined by differential leveling
 GA0983.and adjusted by the National Geodetic Survey in June 1991..
 GA0983
 GA0983.The geoid height was determined by GEOID03.
 GA0983
 GA0983.The dynamic height is computed by dividing the NAVD 88
 GA0983.geopotential number by the normal gravity value computed on the
 GA0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0983.degrees latitude (g = 980.6199 gals.).
 GA0983
 GA0983.The modeled gravity was interpolated from observed gravity values.
 GA0983
 GA0983;                    North         East    Units  Estimated Accuracy
 GA0983;SPC TN       -   226,190.      897,120.      MT  (+/- 180 meters Scaled)
 GA0983
 GA0983                          SUPERSEDED SURVEY CONTROL
 GA0983
 GA0983  NGVD 29 (??/??/92)  501.326  (m)         1644.77   (f) ADJ UNCH    2 0
 GA0983
 GA0983.Superseded values are not recommended for survey control.
 GA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0983.See file dsdata.txt to determine how the superseded data were derived.
 GA0983
 GA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA482215(NAD 83)
 GA0983_MARKER: DB = BENCH MARK DISK
 GA0983_SETTING: 66 = SET IN ROCK OUTCROP
 GA0983_SP_SET: ROCK OUTCROP
 GA0983_STAMPING: C 108 1935
 GA0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0983+STABILITY: POSITION/ELEVATION WELL
 GA0983
 GA0983  HISTORY     - Date     Condition        Report By
 GA0983  HISTORY     - 1935     MONUMENTED       CGS
 GA0983
 GA0983                          STATION DESCRIPTION
 GA0983
 GA0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0983'5.4 MI N FROM JOCKEY.
 GA0983'5.4 MILES NORTH ALONG THE JEAROLDSTOWN ROAD FROM A CHURCH AT
 GA0983'JOCKEY, GREENE COUNTY, 1.0 MILE SOUTH OF THE INTERSECTION
 GA0983'OF STATE HIGHWAY 93, 0.3 MILE NORTH OF THE HOMER JEFFERS
 GA0983'RESIDENCE, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 75 YARDS
 GA0983'SOUTH OF A FENCE CORNER, 45 YARDS NORTHEAST OF A DOUBLE WALNUT
 GA0983'TREE, 20 FEET WEST OF A FENCE LINE, IN THE TOP OF A ROCK OUTCROP,
 GA0983'AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C
 GA0983'108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0288 ***********************************************************************
 GA0288  DESIGNATION -  C 109
 GA0288  PID         -  GA0288
 GA0288  STATE/COUNTY-  TN/SULLIVAN
 GA0288  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0288
 GA0288                         *CURRENT SURVEY CONTROL
 GA0288  ___________________________________________________________________
 GA0288* NAD 83(1986)-  36 30 53.     (N)    082 24 36.     (W)     SCALED    
 GA0288* NAVD 88     -       520.135  (meters)    1706.48   (feet)  ADJUSTED  
 GA0288  ___________________________________________________________________
 GA0288  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0288  DYNAMIC HT  -         519.657 (meters)    1704.91  (feet)  COMP
 GA0288  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 GA0288
 GA0288  VERT ORDER  -  SECOND    CLASS 0
 GA0288
 GA0288.The horizontal coordinates were scaled from a topographic map and have
 GA0288.an estimated accuracy of +/- 6 seconds.
 GA0288
 GA0288.The orthometric height was determined by differential leveling
 GA0288.and adjusted by the National Geodetic Survey in June 1991..
 GA0288
 GA0288.The geoid height was determined by GEOID03.
 GA0288
 GA0288.The dynamic height is computed by dividing the NAVD 88
 GA0288.geopotential number by the normal gravity value computed on the
 GA0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0288.degrees latitude (g = 980.6199 gals.).
 GA0288
 GA0288.The modeled gravity was interpolated from observed gravity values.
 GA0288
 GA0288;                    North         East    Units  Estimated Accuracy
 GA0288;SPC TN       -   247,930.      921,510.      MT  (+/- 180 meters Scaled)
 GA0288
 GA0288                          SUPERSEDED SURVEY CONTROL
 GA0288
 GA0288  NGVD 29 (??/??/92)  520.272  (m)         1706.93   (f) ADJ UNCH    2 0
 GA0288
 GA0288.Superseded values are not recommended for survey control.
 GA0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0288.See file dsdata.txt to determine how the superseded data were derived.
 GA0288
 GA0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA737419(NAD 83)
 GA0288_MARKER: DB = BENCH MARK DISK
 GA0288_SETTING: 66 = SET IN ROCK OUTCROP
 GA0288_SP_SET: ROCK OUTCROP
 GA0288_STAMPING: C 109 1935
 GA0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0288+STABILITY: POSITION/ELEVATION WELL
 GA0288
 GA0288  HISTORY     - Date     Condition        Report By
 GA0288  HISTORY     - 1935     MONUMENTED       CGS
 GA0288  HISTORY     - 1961     GOOD             NGS
 GA0288
 GA0288                          STATION DESCRIPTION
 GA0288
 GA0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0288'5.7 MI W FROM BLOUNTVILLE.
 GA0288'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.8 MILES WEST ON U.S.
 GA0288'HIGHWAY 11W TO THE Y JUNCTION OF A PAVED ROAD LEADING WEST, TURN
 GA0288'LEFT, WEST, AND GO 0.4 MILE TO A Y JUNCTION, TURN LEFT AND GO
 GA0288'1.5 MILES SOUTHWEST ON A PAVED ROAD.  THE BENCH MARK IS ABOUT 0.1
 GA0288'MILE SOUTHWEST OF A HOUSE ON THE NORTH SIDE OF THE ROAD, 64 YARDS
 GA0288'NORTHWEST OF THE CENTER OF THE PAVED ROAD, 8 FT. SOUTHWEST OF A
 GA0288'FENCE AND 4 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS CEMENTED IN
 GA0288'A DRILL HOLE IN TOP OF A ROCK OUTCROP AND IS ABOUT 10 FT.
 GA0288'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1777 ***********************************************************************
 FB1777  DESIGNATION -  C 11
 FB1777  PID         -  FB1777
 FB1777  STATE/COUNTY-  TN/BLOUNT
 FB1777  USGS QUAD   -  CALDERWOOD (1964)
 FB1777
 FB1777                         *CURRENT SURVEY CONTROL
 FB1777  ___________________________________________________________________
 FB1777* NAD 83(1986)-  35 31 30.     (N)    083 59 36.     (W)     SCALED    
 FB1777* NAVD 88     -       263.874  (meters)     865.73   (feet)  ADJUSTED  
 FB1777  ___________________________________________________________________
 FB1777  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FB1777  DYNAMIC HT  -         263.617 (meters)     864.88  (feet)  COMP
 FB1777  MODELED GRAV-     979,654.7   (mgal)                       NAVD 88
 FB1777
 FB1777  VERT ORDER  -  FIRST     CLASS II
 FB1777
 FB1777.The horizontal coordinates were scaled from a topographic map and have
 FB1777.an estimated accuracy of +/- 6 seconds.
 FB1777
 FB1777.The orthometric height was determined by differential leveling
 FB1777.and adjusted by the National Geodetic Survey in June 1991..
 FB1777
 FB1777.The geoid height was determined by GEOID03.
 FB1777
 FB1777.The dynamic height is computed by dividing the NAVD 88
 FB1777.geopotential number by the normal gravity value computed on the
 FB1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1777.degrees latitude (g = 980.6199 gals.).
 FB1777
 FB1777.The modeled gravity was interpolated from observed gravity values.
 FB1777
 FB1777;                    North         East    Units  Estimated Accuracy
 FB1777;SPC TN       -   134,080.      781,990.      MT  (+/- 180 meters Scaled)
 FB1777
 FB1777                          SUPERSEDED SURVEY CONTROL
 FB1777
 FB1777  NGVD 29 (??/??/92)  263.987  (m)          866.10   (f) ADJ UNCH    1 2
 FB1777
 FB1777.Superseded values are not recommended for survey control.
 FB1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1777.See file dsdata.txt to determine how the superseded data were derived.
 FB1777
 FB1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV285353(NAD 83)
 FB1777_MARKER: DB = BENCH MARK DISK
 FB1777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1777_SP_SET: CULVERT
 FB1777_STAMPING: 866.291 C 11 1932
 FB1777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1777
 FB1777  HISTORY     - Date     Condition        Report By
 FB1777  HISTORY     - 1932     MONUMENTED       CGS
 FB1777  HISTORY     - 1941     GOOD             NGS
 FB1777  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1777
 FB1777                          STATION DESCRIPTION
 FB1777
 FB1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FB1777'2 MI N FROM CALDERWOOD.
 FB1777'2.0 MILES NORTH ALONG THE ABANDONED SOUTHERN RAILWAY FROM THE
 FB1777'STATION AT CALDERWOOD, BLOUNT COUNTY, ABOUT 170 FEET SOUTH OF
 FB1777'THE CROSSING OF STATE HIGHWAY 72, AT A CONCRETE HIGHWAY CULVERT
 FB1777'OVER TABCAT CREEK, IN THE NORTHWEST WING WALL, 20 FEET EAST OF
 FB1777'THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE
 FB1777'HIGHWAY.  A STANDARD DISK, STAMPED 866.291 C 11 1932.
 FB1777
 FB1777                          STATION RECOVERY (1983)
 FB1777
 FB1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1777'NOT RECOVERED, A SEARCH WAS MADE AND THE HIGHWAY CONCRETE CULVERT
 FB1777'HAS BEEN REPLACED BY A HIGHWAY BRIDGE, MARK SHOULD BE CONSIDERED
 FB1777'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1018 ***********************************************************************
 FZ1018  DESIGNATION -  C 111
 FZ1018  PID         -  FZ1018
 FZ1018  STATE/COUNTY-  TN/JOHNSON
 FZ1018  USGS QUAD   -  ELK MILLS (1994)
 FZ1018
 FZ1018                         *CURRENT SURVEY CONTROL
 FZ1018  ___________________________________________________________________
 FZ1018* NAD 83(1986)-  36 20 40.     (N)    081 59 07.     (W)     SCALED    
 FZ1018* NAVD 88     -       567.773  (meters)    1862.77   (feet)  ADJUSTED  
 FZ1018  ___________________________________________________________________
 FZ1018  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 FZ1018  DYNAMIC HT  -         567.201 (meters)    1860.89  (feet)  COMP
 FZ1018  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 FZ1018
 FZ1018  VERT ORDER  -  SECOND    CLASS 0
 FZ1018
 FZ1018.The horizontal coordinates were scaled from a topographic map and have
 FZ1018.an estimated accuracy of +/- 6 seconds.
 FZ1018
 FZ1018.The orthometric height was determined by differential leveling
 FZ1018.and adjusted by the National Geodetic Survey in June 1991..
 FZ1018
 FZ1018.The geoid height was determined by GEOID03.
 FZ1018
 FZ1018.The dynamic height is computed by dividing the NAVD 88
 FZ1018.geopotential number by the normal gravity value computed on the
 FZ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1018.degrees latitude (g = 980.6199 gals.).
 FZ1018
 FZ1018.The modeled gravity was interpolated from observed gravity values.
 FZ1018
 FZ1018;                    North         East    Units  Estimated Accuracy
 FZ1018;SPC TN       -   230,530.      960,300.      MT  (+/- 180 meters Scaled)
 FZ1018
 FZ1018                          SUPERSEDED SURVEY CONTROL
 FZ1018
 FZ1018  NGVD 29 (??/??/92)  567.872  (m)         1863.09   (f) ADJ UNCH    2 0
 FZ1018
 FZ1018.Superseded values are not recommended for survey control.
 FZ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1018.See file dsdata.txt to determine how the superseded data were derived.
 FZ1018
 FZ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA115226(NAD 83)
 FZ1018_MARKER: DB = BENCH MARK DISK
 FZ1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1018_STAMPING: C 111 1935
 FZ1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1018+STABILITY: SURFACE MOTION
 FZ1018
 FZ1018  HISTORY     - Date     Condition        Report By
 FZ1018  HISTORY     - 1935     MONUMENTED       CGS
 FZ1018
 FZ1018                          STATION DESCRIPTION
 FZ1018
 FZ1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1018'1.1 MI NE FROM BUTLER.
 FZ1018'1.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM BUTLER,
 FZ1018'JOHNSON COUNTY, 0.3 MILE NORTHEAST OF MILEPOST 111, 400 FEET
 FZ1018'NORTHWEST OF THE JUNCTION OF THE ROAN CREEK COUNTY ROAD, 300 FEET
 FZ1018'WEST OF A ONE-STORY HOUSE, 200 FEET NORTHWEST OF A BARN IN THE
 FZ1018'WOODS, EAST OF A LONE COTTONWOOD TREE IN A FIELD, 125 FEET
 FZ1018'SOUTHWEST OF A SMALL CORNCRIB, 34.5 FEET NORTHWEST OF AN 8-INCH
 FZ1018'PINE TREE IN A FENCE LINE, 19 FEET NORTHWEST OF THE CENTERLINE
 FZ1018'OF A DIRT ROAD, 15 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16.8
 FZ1018'FEET NORTH OF A 4-INCH WHITE OAK TREE, 5 FEET SOUTH OF A LEANING
 FZ1018'POST, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FZ1018'C 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0467 ***********************************************************************
 GA0467  DESIGNATION -  C 112
 GA0467  PID         -  GA0467
 GA0467  STATE/COUNTY-  TN/CARTER
 GA0467  USGS QUAD   -  ELIZABETHTON (1968)
 GA0467
 GA0467                         *CURRENT SURVEY CONTROL
 GA0467  ___________________________________________________________________
 GA0467* NAD 83(1986)-  36 22 13.     (N)    082 14 41.     (W)     SCALED    
 GA0467* NAVD 88     -       485.353  (meters)    1592.36   (feet)  ADJUSTED  
 GA0467  ___________________________________________________________________
 GA0467  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0467  DYNAMIC HT  -         484.895 (meters)    1590.86  (feet)  COMP
 GA0467  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 GA0467
 GA0467  VERT ORDER  -  SECOND    CLASS 0
 GA0467
 GA0467.The horizontal coordinates were scaled from a topographic map and have
 GA0467.an estimated accuracy of +/- 6 seconds.
 GA0467
 GA0467.The orthometric height was determined by differential leveling
 GA0467.and adjusted by the National Geodetic Survey in June 1991..
 GA0467
 GA0467.The geoid height was determined by GEOID03.
 GA0467
 GA0467.The dynamic height is computed by dividing the NAVD 88
 GA0467.geopotential number by the normal gravity value computed on the
 GA0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0467.degrees latitude (g = 980.6199 gals.).
 GA0467
 GA0467.The modeled gravity was interpolated from observed gravity values.
 GA0467
 GA0467;                    North         East    Units  Estimated Accuracy
 GA0467;SPC TN       -   232,470.      936,910.      MT  (+/- 180 meters Scaled)
 GA0467
 GA0467                          SUPERSEDED SURVEY CONTROL
 GA0467
 GA0467  NGVD 29 (??/??/92)  485.499  (m)         1592.84   (f) ADJ UNCH    2 0
 GA0467
 GA0467.Superseded values are not recommended for survey control.
 GA0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0467.See file dsdata.txt to determine how the superseded data were derived.
 GA0467
 GA0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA883257(NAD 83)
 GA0467_MARKER: DB = BENCH MARK DISK
 GA0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0467_SP_SET: CULVERT
 GA0467_STAMPING: C 112 1935
 GA0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0467
 GA0467  HISTORY     - Date     Condition        Report By
 GA0467  HISTORY     - 1935     MONUMENTED       CGS
 GA0467  HISTORY     - 1960     GOOD             TVA
 GA0467
 GA0467                          STATION DESCRIPTION
 GA0467
 GA0467'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0467'2.9 MI NW FROM ELIZABETHTON.
 GA0467'2.9 MILES NORTHWEST ALONG THE WATAUGA HIGHWAY FROM THE SOUTHERN
 GA0467'RAILWAY STATION AT ELIZABETHTON, CARTER COUNTY, 42 FEET NORTHWEST
 GA0467'OF THE MIDWAY SERVICE STATION, AT A CONCRETE CULVERT, IN THE TOP
 GA0467'OF THE NORTH END OF THE WEST HEADWALL, 16.4 FEET WEST OF THE
 GA0467'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 GA0467'STANDARD DISK, STAMPED C 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0968 ***********************************************************************
 GA0968  DESIGNATION -  C 113
 GA0968  PID         -  GA0968
 GA0968  STATE/COUNTY-  TN/WASHINGTON
 GA0968  USGS QUAD   -  TELFORD (1971)
 GA0968
 GA0968                         *CURRENT SURVEY CONTROL
 GA0968  ___________________________________________________________________
 GA0968* NAD 83(1986)-  36 13 30.     (N)    082 33 59.     (W)     SCALED    
 GA0968* NAVD 88     -       459.688  (meters)    1508.16   (feet)  POSTED    
 GA0968  ___________________________________________________________________
 GA0968  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0968  DYNAMIC HT  -         459.250 (meters)    1506.72  (feet)  COMP
 GA0968  MODELED GRAV-     979,664.7   (mgal)                       NAVD 88
 GA0968
 GA0968  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0968
 GA0968.The horizontal coordinates were scaled from a topographic map and have
 GA0968.an estimated accuracy of +/- 6 seconds.
 GA0968
 GA0968.The orthometric height was determined by differential leveling
 GA0968.and adjusted by the National Geodetic Survey in 1992..
 GA0968.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0968.rate of 0.0 thru 1.0 mm/km.
 GA0968
 GA0968.The geoid height was determined by GEOID03.
 GA0968
 GA0968.The dynamic height is computed by dividing the NAVD 88
 GA0968.geopotential number by the normal gravity value computed on the
 GA0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0968.degrees latitude (g = 980.6199 gals.).
 GA0968
 GA0968.The modeled gravity was interpolated from observed gravity values.
 GA0968
 GA0968;                    North         East    Units  Estimated Accuracy
 GA0968;SPC TN       -   215,300.      908,630.      MT  (+/- 180 meters Scaled)
 GA0968
 GA0968                          SUPERSEDED SURVEY CONTROL
 GA0968
 GA0968  NGVD 29 (??/??/92)  459.832  (m)         1508.63   (f) ADJ UNCH    2 0
 GA0968
 GA0968.Superseded values are not recommended for survey control.
 GA0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0968.See file dsdata.txt to determine how the superseded data were derived.
 GA0968
 GA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA592100(NAD 83)
 GA0968_MARKER: DB = BENCH MARK DISK
 GA0968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0968_SP_SET: BRIDGE
 GA0968_STAMPING: C 113 1935
 GA0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0968
 GA0968  HISTORY     - Date     Condition        Report By
 GA0968  HISTORY     - 1935     MONUMENTED       CGS
 GA0968  HISTORY     - 1955     GOOD             TVA
 GA0968
 GA0968                          STATION DESCRIPTION
 GA0968
 GA0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0968'2.1 MI SW FROM TELFORD.
 GA0968'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0968'AT TELFORD, WASHINGTON COUNTY, NORTH OF THE JUNCTION OF A ROAD
 GA0968'LEADING NORTHEAST, 35 YARDS SOUTH OF THE ENTRANCE TO THE J.F.
 GA0968'COPP RESIDENCE, 25 FEET NORTH OF POWER-TRANSMISSION LINE POLE 145,
 GA0968'10 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE BRIDGE
 GA0968'OVER A SMALL CREEK, IN THE EAST END OF THE SOUTHWEST RETAINING WALL,
 GA0968'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 113 1935.
 GA0968
 GA0968                          STATION RECOVERY (1955)
 GA0968
 GA0968'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1914 ***********************************************************************
 GA1914  DESIGNATION -  C 114
 GA1914  PID         -  GA1914
 GA1914  STATE/COUNTY-  TN/GREENE
 GA1914  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1914
 GA1914                         *CURRENT SURVEY CONTROL
 GA1914  ___________________________________________________________________
 GA1914* NAD 83(1986)-  36 06 16.     (N)    083 04 29.     (W)     SCALED    
 GA1914* NAVD 88     -       333.637  (meters)    1094.61   (feet)  ADJUSTED  
 GA1914  ___________________________________________________________________
 GA1914  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA1914  DYNAMIC HT  -         333.325 (meters)    1093.58  (feet)  COMP
 GA1914  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA1914
 GA1914  VERT ORDER  -  SECOND    CLASS 0
 GA1914
 GA1914.The horizontal coordinates were scaled from a topographic map and have
 GA1914.an estimated accuracy of +/- 6 seconds.
 GA1914
 GA1914.The orthometric height was determined by differential leveling
 GA1914.and adjusted by the National Geodetic Survey in June 1991..
 GA1914
 GA1914.The geoid height was determined by GEOID03.
 GA1914
 GA1914.The dynamic height is computed by dividing the NAVD 88
 GA1914.geopotential number by the normal gravity value computed on the
 GA1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1914.degrees latitude (g = 980.6199 gals.).
 GA1914
 GA1914.The modeled gravity was interpolated from observed gravity values.
 GA1914
 GA1914;                    North         East    Units  Estimated Accuracy
 GA1914;SPC TN       -   200,440.      863,360.      MT  (+/- 180 meters Scaled)
 GA1914
 GA1914                          SUPERSEDED SURVEY CONTROL
 GA1914
 GA1914  NGVD 29 (??/??/92)  333.792  (m)         1095.12   (f) ADJ UNCH    2 0
 GA1914
 GA1914.Superseded values are not recommended for survey control.
 GA1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1914.See file dsdata.txt to determine how the superseded data were derived.
 GA1914
 GA1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV132975(NAD 83)
 GA1914_MARKER: DB = BENCH MARK DISK
 GA1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1914_STAMPING: C 114 1935
 GA1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1914+STABILITY: SURFACE MOTION
 GA1914
 GA1914  HISTORY     - Date     Condition        Report By
 GA1914  HISTORY     - 1935     MONUMENTED       CGS
 GA1914
 GA1914                          STATION DESCRIPTION
 GA1914
 GA1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1914'2 MI SE FROM WARRENSBURG.
 GA1914'2.0 MILES SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1914'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, 0.2 MILE NORTHWEST
 GA1914'OF THE KINEWALL RESIDENCE AT A SHARP CURVE IN THE HIGHWAY,
 GA1914'0.1 MILE SOUTH OF THE A. POTTER RESIDENCE, 15.5 FEET SOUTHWEST
 GA1914'OF THE CENTERLINE OF THE HIGHWAY, 37.5 FEET SOUTH OF A 30-INCH
 GA1914'SYCAMORE TREE, AT A HEDGE, 1 FOOT SOUTHWEST OF A FENCE LINE AND
 GA1914'LEVEL WITH THE HIGHWAY, 56 FEET NORTHWEST OF POWER POLE 13
 GA1914'AND 1 FOOT SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD DISK,
 GA1914'STAMPED C 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0683 ***********************************************************************
 GA0683  DESIGNATION -  C 115
 GA0683  PID         -  GA0683
 GA0683  STATE/COUNTY-  TN/GREENE
 GA0683  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0683
 GA0683                         *CURRENT SURVEY CONTROL
 GA0683  ___________________________________________________________________
 GA0683* NAD 83(1986)-  36 04 18.     (N)    082 49 41.     (W)     SCALED    
 GA0683* NAVD 88     -       402.739  (meters)    1321.32   (feet)  ADJUSTED  
 GA0683  ___________________________________________________________________
 GA0683  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA0683  DYNAMIC HT  -         402.352 (meters)    1320.05  (feet)  COMP
 GA0683  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 GA0683
 GA0683  VERT ORDER  -  SECOND    CLASS 0
 GA0683
 GA0683.The horizontal coordinates were scaled from a topographic map and have
 GA0683.an estimated accuracy of +/- 6 seconds.
 GA0683
 GA0683.The orthometric height was determined by differential leveling
 GA0683.and adjusted by the National Geodetic Survey in June 1991..
 GA0683
 GA0683.The geoid height was determined by GEOID03.
 GA0683
 GA0683.The dynamic height is computed by dividing the NAVD 88
 GA0683.geopotential number by the normal gravity value computed on the
 GA0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0683.degrees latitude (g = 980.6199 gals.).
 GA0683
 GA0683.The modeled gravity was interpolated from observed gravity values.
 GA0683
 GA0683;                    North         East    Units  Estimated Accuracy
 GA0683;SPC TN       -   197,500.      885,670.      MT  (+/- 180 meters Scaled)
 GA0683
 GA0683                          SUPERSEDED SURVEY CONTROL
 GA0683
 GA0683  NGVD 29 (??/??/92)  402.857  (m)         1321.71   (f) ADJ UNCH    2 0
 GA0683
 GA0683.Superseded values are not recommended for survey control.
 GA0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0683.See file dsdata.txt to determine how the superseded data were derived.
 GA0683
 GA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV353934(NAD 83)
 GA0683_MARKER: DB = BENCH MARK DISK
 GA0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0683_STAMPING: C 115 1935
 GA0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0683+STABILITY: SURFACE MOTION
 GA0683
 GA0683  HISTORY     - Date     Condition        Report By
 GA0683  HISTORY     - 1935     MONUMENTED       CGS
 GA0683  HISTORY     - 1950     GOOD             TVA
 GA0683
 GA0683                          STATION DESCRIPTION
 GA0683
 GA0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0683'5.1 MI SW FROM JONES BRIDGE.
 GA0683'1.0 MILE SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0683'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE 4.1
 GA0683'MILES SOUTHWEST ALONG THE OLD JONESBORO HIGHWAY, 1.1 MILES WEST
 GA0683'OF THE R.J. WOLSEY RESIDENCE, 1.0 MILE EAST OF THE JUNCTION OF
 GA0683'THE OLD ROUTE OF STATE HIGHWAY 70, 0.15 MILE EAST OF THE CHARLES
 GA0683'WOLSEY RESIDENCE, 22 FEET NORTHWEST OF THE CENTERLINE OF THE
 GA0683'HIGHWAY, 9 FEET 4 INCHES SOUTHEAST OF AN 18-INCH PINE TREE, 8
 GA0683'FEET 8 INCHES NORTHEAST OF A FENCE CORNER, AND 2 FEET HIGHER
 GA0683'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 115 1935 AND SET
 GA0683'IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
 GA0683
 GA0683                          STATION RECOVERY (1950)
 GA0683
 GA0683'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0587 ***********************************************************************
 GA0587  DESIGNATION -  C 116
 GA0587  PID         -  GA0587
 GA0587  STATE/COUNTY-  TN/WASHINGTON
 GA0587  USGS QUAD   -  ERWIN (1971)
 GA0587
 GA0587                         *CURRENT SURVEY CONTROL
 GA0587  ___________________________________________________________________
 GA0587* NAD 83(1986)-  36 13 58.     (N)    082 27 36.     (W)     SCALED    
 GA0587* NAVD 88     -       493.411  (meters)    1618.80   (feet)  ADJUSTED  
 GA0587  ___________________________________________________________________
 GA0587  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0587  DYNAMIC HT  -         492.939 (meters)    1617.25  (feet)  COMP
 GA0587  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 GA0587
 GA0587  VERT ORDER  -  SECOND    CLASS 0
 GA0587
 GA0587.The horizontal coordinates were scaled from a topographic map and have
 GA0587.an estimated accuracy of +/- 6 seconds.
 GA0587
 GA0587.The orthometric height was determined by differential leveling
 GA0587.and adjusted by the National Geodetic Survey in June 1991..
 GA0587
 GA0587.The geoid height was determined by GEOID03.
 GA0587
 GA0587.The dynamic height is computed by dividing the NAVD 88
 GA0587.geopotential number by the normal gravity value computed on the
 GA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0587.degrees latitude (g = 980.6199 gals.).
 GA0587
 GA0587.The modeled gravity was interpolated from observed gravity values.
 GA0587
 GA0587;                    North         East    Units  Estimated Accuracy
 GA0587;SPC TN       -   216,500.      918,160.      MT  (+/- 180 meters Scaled)
 GA0587
 GA0587                          SUPERSEDED SURVEY CONTROL
 GA0587
 GA0587  NGVD 29 (??/??/92)  493.556  (m)         1619.28   (f) ADJ UNCH    2 0
 GA0587
 GA0587.Superseded values are not recommended for survey control.
 GA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0587.See file dsdata.txt to determine how the superseded data were derived.
 GA0587
 GA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA687107(NAD 83)
 GA0587_MARKER: DB = BENCH MARK DISK
 GA0587_SETTING: 66 = SET IN ROCK OUTCROP
 GA0587_SP_SET: SET IN ROCK OUTCROP
 GA0587_STAMPING: C 116 1935
 GA0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0587+STABILITY: POSITION/ELEVATION WELL
 GA0587
 GA0587  HISTORY     - Date     Condition        Report By
 GA0587  HISTORY     - 1935     MONUMENTED       CGS
 GA0587
 GA0587                          STATION DESCRIPTION
 GA0587
 GA0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0587'5.8 MI S FROM JONESBORO.
 GA0587'5.8 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0587'AT JONESBORO, WASHINGTON COUNTY, 0.5 MILE SOUTH OF THE JUNCTION
 GA0587'OF THE JOHNSON CITY HIGHWAY, 0.1 MILE SOUTH OF A RAILROAD CROSSING,
 GA0587'AT THE JUNCTION OF A COUNTY ROAD LEADING NORTHEAST, 95 FEET SOUTH
 GA0587'OF THE CENTERLINE OF THE ROAD, 61 FEET EAST OF THE CENTERLINE
 GA0587'OF THE HIGHWAY, 41.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GA0587'THE W.B. GUINNE RESIDENCE, IN THE FRONT LAWN, 24 FEET NORTHEAST
 GA0587'OF A 24-INCH CEDAR TREE, AND IN THE TOP OF A ROCK OUTCROP.  A
 GA0587'STANDARD DISK, STAMPED C 116 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0999 ***********************************************************************
 GA0999  DESIGNATION -  C 117
 GA0999  PID         -  GA0999
 GA0999  STATE/COUNTY-  TN/GREENE
 GA0999  USGS QUAD   -  CHUCKEY (1971)
 GA0999
 GA0999                         *CURRENT SURVEY CONTROL
 GA0999  ___________________________________________________________________
 GA0999* NAD 83(1986)-  36 08 27.     (N)    082 40 52.     (W)     SCALED    
 GA0999* NAVD 88     -       447.560  (meters)    1468.37   (feet)  ADJUSTED  
 GA0999  ___________________________________________________________________
 GA0999  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0999  DYNAMIC HT  -         447.128 (meters)    1466.95  (feet)  COMP
 GA0999  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 GA0999
 GA0999  VERT ORDER  -  SECOND    CLASS 0
 GA0999
 GA0999.The horizontal coordinates were scaled from a topographic map and have
 GA0999.an estimated accuracy of +/- 6 seconds.
 GA0999
 GA0999.The orthometric height was determined by differential leveling
 GA0999.and adjusted by the National Geodetic Survey in June 1991..
 GA0999
 GA0999.The geoid height was determined by GEOID03.
 GA0999
 GA0999.The dynamic height is computed by dividing the NAVD 88
 GA0999.geopotential number by the normal gravity value computed on the
 GA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0999.degrees latitude (g = 980.6199 gals.).
 GA0999
 GA0999.The modeled gravity was interpolated from observed gravity values.
 GA0999
 GA0999;                    North         East    Units  Estimated Accuracy
 GA0999;SPC TN       -   205,610.      898,640.      MT  (+/- 180 meters Scaled)
 GA0999
 GA0999                          SUPERSEDED SURVEY CONTROL
 GA0999
 GA0999  NGVD 29 (??/??/92)  447.689  (m)         1468.79   (f) ADJ UNCH    2 0
 GA0999
 GA0999.Superseded values are not recommended for survey control.
 GA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0999.See file dsdata.txt to determine how the superseded data were derived.
 GA0999
 GA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA487008(NAD 83)
 GA0999_MARKER: DB = BENCH MARK DISK
 GA0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0999_STAMPING: C 117 1935
 GA0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0999+STABILITY: SURFACE MOTION
 GA0999
 GA0999  HISTORY     - Date     Condition        Report By
 GA0999  HISTORY     - 1935     MONUMENTED       CGS
 GA0999  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0999
 GA0999                          STATION DESCRIPTION
 GA0999
 GA0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0999'2.6 MI NW FROM PLEASANT HILL.
 GA0999'2.6 MILES NORTHWEST ALONG THE HORSE CREEK ROAD AND STATE HIGHWAY
 GA0999'107 FROM THE CROSSROADS AT PLEASANT HILL, GREENE COUNTY, 33.6
 GA0999'FEET EAST OF THE EAST SIDE OF THE MILLER AND JAYNES STORE,
 GA0999'53 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24 YARDS NORTH
 GA0999'OF THE CENTERLINE OF A COUNTY ROAD, AND 2 FEET LOWER THAN THE
 GA0999'HIGHWAY.  A STANDARD DISK, STAMPED C 117 1935 AND SET IN THE
 GA0999'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0989 ***********************************************************************
 GA0989  DESIGNATION -  C 118
 GA0989  PID         -  GA0989
 GA0989  STATE/COUNTY-  TN/GREENE
 GA0989  USGS QUAD   -  MOSHEIM (1971)
 GA0989
 GA0989                         *CURRENT SURVEY CONTROL
 GA0989  ___________________________________________________________________
 GA0989* NAD 83(1986)-  36 08 13.     (N)    082 52 40.     (W)     SCALED    
 GA0989* NAVD 88     -       452.959  (meters)    1486.08   (feet)  ADJUSTED  
 GA0989  ___________________________________________________________________
 GA0989  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0989  DYNAMIC HT  -         452.530 (meters)    1484.68  (feet)  COMP
 GA0989  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 GA0989
 GA0989  VERT ORDER  -  SECOND    CLASS 0
 GA0989
 GA0989.The horizontal coordinates were scaled from a topographic map and have
 GA0989.an estimated accuracy of +/- 6 seconds.
 GA0989
 GA0989.The orthometric height was determined by differential leveling
 GA0989.and adjusted by the National Geodetic Survey in June 1991..
 GA0989
 GA0989.The geoid height was determined by GEOID03.
 GA0989
 GA0989.The dynamic height is computed by dividing the NAVD 88
 GA0989.geopotential number by the normal gravity value computed on the
 GA0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0989.degrees latitude (g = 980.6199 gals.).
 GA0989
 GA0989.The modeled gravity was interpolated from observed gravity values.
 GA0989
 GA0989;                    North         East    Units  Estimated Accuracy
 GA0989;SPC TN       -   204,590.      880,970.      MT  (+/- 180 meters Scaled)
 GA0989
 GA0989                          SUPERSEDED SURVEY CONTROL
 GA0989
 GA0989  NGVD 29 (??/??/92)  453.095  (m)         1486.53   (f) ADJ UNCH    2 0
 GA0989
 GA0989.Superseded values are not recommended for survey control.
 GA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0989.See file dsdata.txt to determine how the superseded data were derived.
 GA0989
 GA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA310007(NAD 83)
 GA0989_MARKER: DB = BENCH MARK DISK
 GA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0989_STAMPING: C 118 1935
 GA0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0989+STABILITY: SURFACE MOTION
 GA0989
 GA0989  HISTORY     - Date     Condition        Report By
 GA0989  HISTORY     - 1935     MONUMENTED       CGS
 GA0989  HISTORY     - 1950     GOOD             TVA
 GA0989
 GA0989                          STATION DESCRIPTION
 GA0989
 GA0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0989'3.2 MI SW FROM GREENEVILLE.
 GA0989'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0989'AT GREENEVILLE, GREENE COUNTY, AT THE T.O. LUTTERELL RESIDENCE,
 GA0989'125 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 27.5
 GA0989'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 YARDS
 GA0989'SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY TO THE HOUSE, 1 FOOT
 GA0989'NORTHEAST OF A WIRE FENCE LINE, 2 FEET HIGHER THAN THE HIGHWAY
 GA0989'AND 8.1 FEET NORTHWEST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0989'STAMPED C 118 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0989
 GA0989                          STATION RECOVERY (1950)
 GA0989
 GA0989'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1928 ***********************************************************************
 GA1928  DESIGNATION -  C 119
 GA1928  PID         -  GA1928
 GA1928  STATE/COUNTY-  TN/GREENE
 GA1928  USGS QUAD   -  MOHAWK (1980)
 GA1928
 GA1928                         *CURRENT SURVEY CONTROL
 GA1928  ___________________________________________________________________
 GA1928* NAD 83(1986)-  36 11 08.     (N)    083 04 47.     (W)     SCALED    
 GA1928* NAVD 88     -       332.708  (meters)    1091.56   (feet)  ADJUSTED  
 GA1928  ___________________________________________________________________
 GA1928  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA1928  DYNAMIC HT  -         332.400 (meters)    1090.55  (feet)  COMP
 GA1928  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA1928
 GA1928  VERT ORDER  -  SECOND    CLASS 0
 GA1928
 GA1928.The horizontal coordinates were scaled from a topographic map and have
 GA1928.an estimated accuracy of +/- 6 seconds.
 GA1928
 GA1928.The orthometric height was determined by differential leveling
 GA1928.and adjusted by the National Geodetic Survey in June 1991..
 GA1928
 GA1928.The geoid height was determined by GEOID03.
 GA1928
 GA1928.The dynamic height is computed by dividing the NAVD 88
 GA1928.geopotential number by the normal gravity value computed on the
 GA1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1928.degrees latitude (g = 980.6199 gals.).
 GA1928
 GA1928.The modeled gravity was interpolated from observed gravity values.
 GA1928
 GA1928;                    North         East    Units  Estimated Accuracy
 GA1928;SPC TN       -   209,420.      862,640.      MT  (+/- 180 meters Scaled)
 GA1928
 GA1928                          SUPERSEDED SURVEY CONTROL
 GA1928
 GA1928  NGVD 29 (??/??/92)  332.871  (m)         1092.09   (f) ADJ UNCH    2 0
 GA1928
 GA1928.Superseded values are not recommended for survey control.
 GA1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1928.See file dsdata.txt to determine how the superseded data were derived.
 GA1928
 GA1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA129065(NAD 83)
 GA1928_MARKER: DB = BENCH MARK DISK
 GA1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1928_STAMPING: C 119 1935
 GA1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1928+STABILITY: SURFACE MOTION
 GA1928
 GA1928  HISTORY     - Date     Condition        Report By
 GA1928  HISTORY     - 1935     MONUMENTED       CGS
 GA1928
 GA1928                          STATION DESCRIPTION
 GA1928
 GA1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1928'2.2 MI S FROM MOHAWK.
 GA1928'2.2 MILES SOUTH ALONG THE WARRENSBURG ROAD FROM THE SOUTHERN
 GA1928'RAILWAY STATION AT MOHAWK, AT THE R.P. DOUTRAT RESIDENCE, 51
 GA1928'FEET SOUTHWEST OF THE HOUSE, 126 FEET SOUTHEAST OF THE CENTERLINE
 GA1928'OF A DIRT ROAD, 33 FEET EAST OF THE CENTERLINE OF THE
 GA1928'WARRENSBURG ROAD, 12 FEET WEST OF A WIRE-FENCE LINE, AND 4
 GA1928'FEET HIGHER THAN THE ROAD, 61 FEET EAST NORTHEAST OF A NORTHEAST
 GA1928'CORNER OF BATES GARAGE, 1.3 FEET NORTHEAST OF A STEEL WITNESS
 GA1928'POST.  A STANDARD DISK, STAMPED C 119 1935 AND SET IN THE TOP OF
 GA1928'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0411 ***********************************************************************
 GA0411  DESIGNATION -  C 12
 GA0411  PID         -  GA0411
 GA0411  STATE/COUNTY-  TN/CARTER
 GA0411  USGS QUAD   -  IRON MOUNTAIN GAP (1968)
 GA0411
 GA0411                         *CURRENT SURVEY CONTROL
 GA0411  ___________________________________________________________________
 GA0411* NAD 83(1986)-  36 13 17.     (N)    082 08 06.     (W)     SCALED    
 GA0411* NAVD 88     -       721.139  (meters)    2365.94   (feet)  ADJUSTED  
 GA0411  ___________________________________________________________________
 GA0411  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GA0411  DYNAMIC HT  -         720.408 (meters)    2363.54  (feet)  COMP
 GA0411  MODELED GRAV-     979,595.6   (mgal)                       NAVD 88
 GA0411
 GA0411  VERT ORDER  -  FIRST     CLASS II
 GA0411
 GA0411.The horizontal coordinates were scaled from a topographic map and have
 GA0411.an estimated accuracy of +/- 6 seconds.
 GA0411
 GA0411.The orthometric height was determined by differential leveling
 GA0411.and adjusted by the National Geodetic Survey in June 1991..
 GA0411
 GA0411.The geoid height was determined by GEOID03.
 GA0411
 GA0411.The dynamic height is computed by dividing the NAVD 88
 GA0411.geopotential number by the normal gravity value computed on the
 GA0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0411.degrees latitude (g = 980.6199 gals.).
 GA0411
 GA0411.The modeled gravity was interpolated from observed gravity values.
 GA0411
 GA0411;                    North         East    Units  Estimated Accuracy
 GA0411;SPC TN       -   216,340.      947,410.      MT  (+/- 180 meters Scaled)
 GA0411
 GA0411                          SUPERSEDED SURVEY CONTROL
 GA0411
 GA0411  NGVD 29 (??/??/92)  721.254  (m)         2366.31   (f) ADJ UNCH    1 2
 GA0411
 GA0411.Superseded values are not recommended for survey control.
 GA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0411.See file dsdata.txt to determine how the superseded data were derived.
 GA0411
 GA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA979091(NAD 83)
 GA0411_MARKER: DB = BENCH MARK DISK
 GA0411_SETTING: 66 = SET IN ROCK OUTCROP
 GA0411_SP_SET: SET IN ROCK OUTCROP
 GA0411_STAMPING: 2366.498 C 12 1933
 GA0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0411+STABILITY: POSITION/ELEVATION WELL
 GA0411
 GA0411  HISTORY     - Date     Condition        Report By
 GA0411  HISTORY     - 1933     MONUMENTED       CGS
 GA0411
 GA0411                          STATION DESCRIPTION
 GA0411
 GA0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0411'4.5 MI NW FROM ROAN MOUNTAIN.
 GA0411'4.5 MILES NORTHWEST ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0411'CAROLINA RAILROAD FROM ROAN MOUNTAIN, CARTER COUNTY, 55 FEET
 GA0411'SOUTHEAST OF MILEPOST 21, 5 FEET NORTHEAST OF THE CENTERLINE OF
 GA0411'THE TRACK, AND IN THE TOP OF A ROCK IN THE SIDE OF A CUT.  A
 GA0411'STANDARD DISK, STAMPED 2366.498 C 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1119 ***********************************************************************
 FB1119  DESIGNATION -  C 121
 FB1119  PID         -  FB1119
 FB1119  STATE/COUNTY-  TN/GREENE
 FB1119  USGS QUAD   -  HOT SPRINGS (1991)
 FB1119
 FB1119                         *CURRENT SURVEY CONTROL
 FB1119  ___________________________________________________________________
 FB1119* NAD 83(1986)-  35 59 45.     (N)    082 51 11.     (W)     SCALED    
 FB1119* NAVD 88     -       448.49   (+/-2cm)    1471.4    (feet)  VERTCON   
 FB1119  ___________________________________________________________________
 FB1119  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FB1119
 FB1119  VERT ORDER  -  ? (See Below)
 FB1119
 FB1119.The horizontal coordinates were scaled from a topographic map and have
 FB1119.an estimated accuracy of +/- 6 seconds.
 FB1119
 FB1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1119.The vertical order pertains to the NGVD 29 superseded value.
 FB1119
 FB1119.The geoid height was determined by GEOID03.
 FB1119
 FB1119;                    North         East    Units  Estimated Accuracy
 FB1119;SPC TN       -   189,020.      883,690.      MT  (+/- 180 meters Scaled)
 FB1119
 FB1119                          SUPERSEDED SURVEY CONTROL
 FB1119
 FB1119  NGVD 29 (??/??/92)  448.608  (m)         1471.81   (f) ADJ UNCH    ?  
 FB1119
 FB1119.Superseded values are not recommended for survey control.
 FB1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1119.See file dsdata.txt to determine how the superseded data were derived.
 FB1119
 FB1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV329850(NAD 83)
 FB1119_MARKER: DB = BENCH MARK DISK
 FB1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1119_STAMPING: C 121 1935
 FB1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1119+STABILITY: SURFACE MOTION
 FB1119
 FB1119  HISTORY     - Date     Condition        Report By
 FB1119  HISTORY     - 1935     MONUMENTED       CGS
 FB1119  HISTORY     - 1955     GOOD             NGS
 FB1119
 FB1119                          STATION DESCRIPTION
 FB1119
 FB1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1119'12.6 MI NE FROM WOLF CREEK.
 FB1119'IN GREENE COUNTY, 12.6 MILES NORTHEAST ALONG THE COVE CREEK
 FB1119'ROAD FROM WOLF CREEK, COCKE COUNTY, 0.2 MILE NORTH OF THE JUNCTION
 FB1119'OF A ROAD LEADING EAST AT A CEMETERY, ON THE ST. GEORGE C. ROLLINS
 FB1119'PROPERTY, 60.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 FB1119'ROLLINS STORE, 38.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FB1119'HOUSE, 30 FEET SOUTHWEST OF A GATE TO THE HOUSE, 24 FEET NORTHWEST
 FB1119'OF THE MAIL BOX, 30 FEET NORTHWEST OF THE ROAD, AND 1 FOOT
 FB1119'SOUTHEAST OF A WIRE FENCE.  A STANDARD DISK, SET IN THE TOP OF
 FB1119'A CONCRETE POST.  NOTE-- MARK IS FLUSH WITH GROUND IN LAWN.  NO
 FB1119'POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1275 ***********************************************************************
 FB1275  DESIGNATION -  C 122
 FB1275  PID         -  FB1275
 FB1275  STATE/COUNTY-  TN/COCKE
 FB1275  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1275
 FB1275                         *CURRENT SURVEY CONTROL
 FB1275  ___________________________________________________________________
 FB1275* NAD 83(1986)-  35 52 35.     (N)    083 15 26.     (W)     SCALED    
 FB1275* NAVD 88     -       395.38   (+/-2cm)    1297.2    (feet)  VERTCON   
 FB1275  ___________________________________________________________________
 FB1275  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FB1275
 FB1275  VERT ORDER  -  ? (See Below)
 FB1275
 FB1275.The horizontal coordinates were scaled from a topographic map and have
 FB1275.an estimated accuracy of +/- 6 seconds.
 FB1275
 FB1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1275.The vertical order pertains to the NGVD 29 superseded value.
 FB1275
 FB1275.The geoid height was determined by GEOID03.
 FB1275
 FB1275;                    North         East    Units  Estimated Accuracy
 FB1275;SPC TN       -   174,670.      847,640.      MT  (+/- 180 meters Scaled)
 FB1275
 FB1275                          SUPERSEDED SURVEY CONTROL
 FB1275
 FB1275  NGVD 29 (??/??/92)  395.539  (m)         1297.70   (f) ADJ UNCH    ?  
 FB1275
 FB1275.Superseded values are not recommended for survey control.
 FB1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1275.See file dsdata.txt to determine how the superseded data were derived.
 FB1275
 FB1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV962725(NAD 83)
 FB1275_MARKER: DB = BENCH MARK DISK
 FB1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1275_STAMPING: C 122 1935
 FB1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1275+STABILITY: SURFACE MOTION
 FB1275
 FB1275  HISTORY     - Date     Condition        Report By
 FB1275  HISTORY     - 1935     MONUMENTED       CGS
 FB1275  HISTORY     - 1949     GOOD             NGS
 FB1275
 FB1275                          STATION DESCRIPTION
 FB1275
 FB1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1275'AT JENKINS CHURCH.
 FB1275'AT JENKINS CHURCH, COCKE COUNTY, ALONG THE JONES COVE ROAD, 600
 FB1275'FEET SOUTHWEST OF A LARGE TIN-ROOFED BARN, 75 FEET EAST OF THE
 FB1275'JUNCTION OF A Y-ROAD LEADING SOUTH, 33 FEET NORTHEAST OF THE
 FB1275'NORTHEAST CORNER OF THE CHURCH, 28 FEET SOUTHEAST OF THE CENTERLINE
 FB1275'OF THE ROAD, AT A CEDAR GROVE, AND 12.2 FEET NORTHWEST OF A
 FB1275'16-INCH CEDAR TREE.  A STANDARD DISK, STAMPED C 122 1935 AND
 FB1275'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1372 ***********************************************************************
 FB1372  DESIGNATION -  C 122 X
 FB1372  PID         -  FB1372
 FB1372  STATE/COUNTY-  TN/JEFFERSON
 FB1372  USGS QUAD   -  SHADY GROVE (1980)
 FB1372
 FB1372                         *CURRENT SURVEY CONTROL
 FB1372  ___________________________________________________________________
 FB1372* NAD 83(1986)-  35 58 02.     (N)    083 24 38.     (W)     SCALED    
 FB1372* NAVD 88     -       316.29   (+/-2cm)    1037.7    (feet)  VERTCON   
 FB1372  ___________________________________________________________________
 FB1372  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1372
 FB1372  VERT ORDER  -  ? (See Below)
 FB1372
 FB1372.The horizontal coordinates were scaled from a topographic map and have
 FB1372.an estimated accuracy of +/- 6 seconds.
 FB1372
 FB1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1372.The vertical order pertains to the NGVD 29 superseded value.
 FB1372
 FB1372.The geoid height was determined by GEOID03.
 FB1372
 FB1372;                    North         East    Units  Estimated Accuracy
 FB1372;SPC TN       -   184,370.      833,530.      MT  (+/- 180 meters Scaled)
 FB1372
 FB1372                          SUPERSEDED SURVEY CONTROL
 FB1372
 FB1372  NGVD 29 (??/??/92)  316.456  (m)         1038.24   (f) ADJ UNCH    ?  
 FB1372
 FB1372.Superseded values are not recommended for survey control.
 FB1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1372.See file dsdata.txt to determine how the superseded data were derived.
 FB1372
 FB1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV826829(NAD 83)
 FB1372_MARKER: DB = BENCH MARK DISK
 FB1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1372+STABILITY: SURFACE MOTION
 FB1372
 FB1372  HISTORY     - Date     Condition        Report By
 FB1372  HISTORY     - UNK      MONUMENTED       CGS
 FB1372  HISTORY     - 1949     GOOD             NGS
 FB1372
 FB1372                          STATION DESCRIPTION
 FB1372
 FB1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1372'5.9 MI S FROM DANDRIDGE.
 FB1372'5.9 MILES (AIRLINE) SOUTH OF THE COURTHOUSE AT DANDRIDGE, JEFFERSON
 FB1372'COUNTY, 0.7 MILE NORTHEAST OF PLEASANT HILL, 0.1 MILE NORTHEAST
 FB1372'OF THE OLD DANDRIDGE-SERVIERVILLE ROAD ON THE MUDDY CREEK ROAD,
 FB1372'ON THE GEORGE PARTON PROPERTY, 69 FEET SOUTHWEST OF THE HOUSE,
 FB1372'85.2 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN, 106 FEET WEST
 FB1372'OF THE CENTERLINE OF THE MUDDY CREEK ROAD, 27 FEET SOUTHWEST OF
 FB1372'AN 18-INCH OAK TREE, 11.7 FEET NORTHWEST OF A 6-INCH WHITE OAK
 FB1372'TREE, 36 FEET SOUTHEAST OF A FENCE LINE, AND 1 FOOT EAST OF A
 FB1372'METAL WITNESS SIGN.  A STANDARD DISK, SET IN THE TOP OF A
 FB1372'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1327 ***********************************************************************
 FB1327  DESIGNATION -  C 125
 FB1327  PID         -  FB1327
 FB1327  STATE/COUNTY-  TN/COCKE
 FB1327  USGS QUAD   -  WATERVILLE (1968)
 FB1327
 FB1327                         *CURRENT SURVEY CONTROL
 FB1327  ___________________________________________________________________
 FB1327* NAD 83(1986)-  35 50 04.     (N)    083 07 26.     (W)     SCALED    
 FB1327* NAVD 88     -       441.51   (+/-2cm)    1448.5    (feet)  VERTCON   
 FB1327  ___________________________________________________________________
 FB1327  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB1327
 FB1327  VERT ORDER  -  ? (See Below)
 FB1327
 FB1327.The horizontal coordinates were scaled from a topographic map and have
 FB1327.an estimated accuracy of +/- 6 seconds.
 FB1327
 FB1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1327.The vertical order pertains to the NGVD 29 superseded value.
 FB1327
 FB1327.The geoid height was determined by GEOID03.
 FB1327
 FB1327;                    North         East    Units  Estimated Accuracy
 FB1327;SPC TN       -   170,370.      859,810.      MT  (+/- 180 meters Scaled)
 FB1327
 FB1327                          SUPERSEDED SURVEY CONTROL
 FB1327
 FB1327  NGVD 29 (??/??/92)  441.651  (m)         1448.98   (f) ADJ UNCH    ?  
 FB1327
 FB1327.Superseded values are not recommended for survey control.
 FB1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1327.See file dsdata.txt to determine how the superseded data were derived.
 FB1327
 FB1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV081676(NAD 83)
 FB1327_MARKER: DB = BENCH MARK DISK
 FB1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1327_STAMPING: C 125 1935
 FB1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1327+STABILITY: SURFACE MOTION
 FB1327
 FB1327  HISTORY     - Date     Condition        Report By
 FB1327  HISTORY     - 1935     MONUMENTED       CGS
 FB1327  HISTORY     - 1949     GOOD             NGS
 FB1327
 FB1327                          STATION DESCRIPTION
 FB1327
 FB1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1327'2 MI NE FROM HARTFORD.
 FB1327'2.0 MILES NORTHEAST ALONG THE CRIPPLE CREEK ROAD FROM HARTFORD,
 FB1327'COCKE COUNTY, PROPERTY OF ROY LAW, 21.7 FEET NORTHEAST OF THE
 FB1327'NORTHEAST CORNER OF THE HOUSE, 52 FEET SOUTHWEST OF A CORNCRIB,
 FB1327'36 FEET NORTHWEST OF CRIPPLE CREEK, 15 FEET SOUTHEAST OF THE
 FB1327'ROAD, 9.7 FEET NORTHWEST OF A 4-INCH PEACH TREE, AND 7 FEET LOWER
 FB1327'THAN THE ROAD.  A STANDARD DISK, STAMPED C 125 1935 AND SET IN
 FB1327'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1355 ***********************************************************************
 FB1355  DESIGNATION -  C 126
 FB1355  PID         -  FB1355
 FB1355  STATE/COUNTY-  TN/COCKE
 FB1355  USGS QUAD   -  WATERVILLE (1968)
 FB1355
 FB1355                         *CURRENT SURVEY CONTROL
 FB1355  ___________________________________________________________________
 FB1355* NAD 83(1986)-  35 47 40.     (N)    083 01 19.     (W)     SCALED    
 FB1355* NAVD 88     -       840.33   (+/-2cm)    2757.0    (feet)  VERTCON   
 FB1355  ___________________________________________________________________
 FB1355  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FB1355
 FB1355  VERT ORDER  -  ? (See Below)
 FB1355
 FB1355.The horizontal coordinates were scaled from a topographic map and have
 FB1355.an estimated accuracy of +/- 6 seconds.
 FB1355
 FB1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1355.The vertical order pertains to the NGVD 29 superseded value.
 FB1355
 FB1355.The geoid height was determined by GEOID03.
 FB1355
 FB1355;                    North         East    Units  Estimated Accuracy
 FB1355;SPC TN       -   166,200.      869,150.      MT  (+/- 180 meters Scaled)
 FB1355
 FB1355                          SUPERSEDED SURVEY CONTROL
 FB1355
 FB1355  NGVD 29 (??/??/92)  840.414  (m)         2757.26   (f) ADJ UNCH    ?  
 FB1355
 FB1355.Superseded values are not recommended for survey control.
 FB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1355.See file dsdata.txt to determine how the superseded data were derived.
 FB1355
 FB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV172630(NAD 83)
 FB1355_MARKER: DB = BENCH MARK DISK
 FB1355_SETTING: 80 = SET IN A BOULDER
 FB1355_SP_SET: BOULDER
 FB1355_STAMPING: C 126 1935
 FB1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1355+STABILITY: SURFACE MOTION
 FB1355
 FB1355  HISTORY     - Date     Condition        Report By
 FB1355  HISTORY     - 1935     MONUMENTED       CGS
 FB1355  HISTORY     - 1949     MARK NOT FOUND   NGS
 FB1355
 FB1355                          STATION DESCRIPTION
 FB1355
 FB1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1355'3.8 MI SE FROM NEW PROSPECT SCHOOL.
 FB1355'3.8 MILES SOUTHEAST ALONG THE GULF FORK ROAD AND THE DEEP GAP
 FB1355'CREEK ROAD FROM THE ROAD JUNCTION AT NEW PROSPECT SCHOOL, COCKE
 FB1355'COUNTY, 0.8 MILE NORTH OF DEEP GAP, ON THE PROPERTY OF CHAMPION
 FB1355'FIBER CO., 70 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE
 FB1355'NORTHWEST CORNER OF A SMALL CLEARING (THE FIRST CLEARING ON
 FB1355'THE ROAD UP TO DEEP GAP), 63 FEET NORTHWEST OF A TWIN POPLAR
 FB1355'TREE IN A DRAIN, 19.5 FEET SOUTHEAST OF A 12-INCH TWIN POPLAR
 FB1355'TREE IN THE CORNER OF THE CLEARING, AND IN THE TOP OF A BOULDER
 FB1355'FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED C 126 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2062 ***********************************************************************
 FB2062  DESIGNATION -  C 127
 FB2062  PID         -  FB2062
 FB2062  STATE/COUNTY-  TN/SEVIER
 FB2062  USGS QUAD   -  PIGEON FORGE (1970)
 FB2062
 FB2062                         *CURRENT SURVEY CONTROL
 FB2062  ___________________________________________________________________
 FB2062* NAD 83(1986)-  35 46 00.     (N)    083 33 20.     (W)     SCALED    
 FB2062* NAVD 88     -       343.191  (meters)    1125.95   (feet)  ADJUSTED  
 FB2062  ___________________________________________________________________
 FB2062  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB2062  DYNAMIC HT  -         342.862 (meters)    1124.87  (feet)  COMP
 FB2062  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 FB2062
 FB2062  VERT ORDER  -  SECOND    CLASS 0
 FB2062
 FB2062.The horizontal coordinates were scaled from a topographic map and have
 FB2062.an estimated accuracy of +/- 6 seconds.
 FB2062
 FB2062.The orthometric height was determined by differential leveling
 FB2062.and adjusted by the National Geodetic Survey in June 1991..
 FB2062
 FB2062.The geoid height was determined by GEOID03.
 FB2062
 FB2062.The dynamic height is computed by dividing the NAVD 88
 FB2062.geopotential number by the normal gravity value computed on the
 FB2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2062.degrees latitude (g = 980.6199 gals.).
 FB2062
 FB2062.The modeled gravity was interpolated from observed gravity values.
 FB2062
 FB2062;                    North         East    Units  Estimated Accuracy
 FB2062;SPC TN       -   161,790.      821,010.      MT  (+/- 180 meters Scaled)
 FB2062
 FB2062                          SUPERSEDED SURVEY CONTROL
 FB2062
 FB2062  NGVD 29 (??/??/92)  343.309  (m)         1126.34   (f) ADJ UNCH    2 0
 FB2062
 FB2062.Superseded values are not recommended for survey control.
 FB2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2062.See file dsdata.txt to determine how the superseded data were derived.
 FB2062
 FB2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV689610(NAD 83)
 FB2062_MARKER: DB = BENCH MARK DISK
 FB2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2062_STAMPING: C 127 1935
 FB2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2062+STABILITY: SURFACE MOTION
 FB2062
 FB2062  HISTORY     - Date     Condition        Report By
 FB2062  HISTORY     - 1935     MONUMENTED       CGS
 FB2062  HISTORY     - 1949     GOOD             NGS
 FB2062  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB2062
 FB2062                          STATION DESCRIPTION
 FB2062
 FB2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2062'2.4 MI S FROM PIGEON FORGE.
 FB2062'2.4 MILES SOUTH OF PIGEON FORGE, ON THE MILL CREEK ROAD, AT THE
 FB2062'NORTH EDGE OF A PINE-SAPLING THICKET OPPOSITE A 6-FOOT ROAD CUT,
 FB2062'12 FEET EAST OF A FOOTPATH, 17 FEET SOUTHEAST OF THE ROAD, 11
 FB2062'FEET SOUTHEAST OF A 6-INCH OAK STUMP 6 FEET HIGH, 8.2 FEET
 FB2062'NORTHWEST OF A 3-INCH PINE TREE, AND ABOUT 4 FEET LOWER THAN THE
 FB2062'ROAD.  A STANDARD DISK, STAMPED C 127 1935 AND SET IN THE TOP OF
 FB2062'A CONCRETE POST.  NOTE-- CONTROL MARKER SIGN SET 1.0 FT SOUTHEAST
 FB2062'OF MONUMENT.
 FB2062
 FB2062                          STATION RECOVERY (1972)
 FB2062
 FB2062'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1182 ***********************************************************************
 FB1182  DESIGNATION -  C 128
 FB1182  PID         -  FB1182
 FB1182  STATE/COUNTY-  TN/COCKE
 FB1182  USGS QUAD   -  NEWPORT (1992)
 FB1182
 FB1182                         *CURRENT SURVEY CONTROL
 FB1182  ___________________________________________________________________
 FB1182* NAD 83(1986)-  35 57 07.     (N)    083 07 54.     (W)     SCALED    
 FB1182* NAVD 88     -       335.376  (meters)    1100.31   (feet)  ADJUSTED  
 FB1182  ___________________________________________________________________
 FB1182  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1182  DYNAMIC HT  -         335.057 (meters)    1099.27  (feet)  COMP
 FB1182  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 FB1182
 FB1182  VERT ORDER  -  FIRST     CLASS I
 FB1182
 FB1182.The horizontal coordinates were scaled from a topographic map and have
 FB1182.an estimated accuracy of +/- 6 seconds.
 FB1182
 FB1182.The orthometric height was determined by differential leveling
 FB1182.and adjusted by the National Geodetic Survey in June 1991..
 FB1182
 FB1182.The geoid height was determined by GEOID03.
 FB1182
 FB1182.The dynamic height is computed by dividing the NAVD 88
 FB1182.geopotential number by the normal gravity value computed on the
 FB1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1182.degrees latitude (g = 980.6199 gals.).
 FB1182
 FB1182.The modeled gravity was interpolated from observed gravity values.
 FB1182
 FB1182;                    North         East    Units  Estimated Accuracy
 FB1182;SPC TN       -   183,380.      858,730.      MT  (+/- 180 meters Scaled)
 FB1182
 FB1182                          SUPERSEDED SURVEY CONTROL
 FB1182
 FB1182  NGVD 29 (??/??/92)  335.528  (m)         1100.81   (f) ADJ UNCH    1 1
 FB1182
 FB1182.Superseded values are not recommended for survey control.
 FB1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1182.See file dsdata.txt to determine how the superseded data were derived.
 FB1182
 FB1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV077807(NAD 83)
 FB1182_MARKER: DB = BENCH MARK DISK
 FB1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1182_SP_SET: OVERPASS
 FB1182_STAMPING: C 128 1935
 FB1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1182
 FB1182  HISTORY     - Date     Condition        Report By
 FB1182  HISTORY     - 1935     MONUMENTED       CGS
 FB1182  HISTORY     - 1967     GOOD             NGS
 FB1182
 FB1182                          STATION DESCRIPTION
 FB1182
 FB1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1182'3.7 MI E FROM NEWPORT.
 FB1182'ABOUT 3.7 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1182'FROM THE STATION AT NEWPORT, 4 FEET NORTH OF THE NORTH RAIL OF
 FB1182'THE TRACK, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 FB1182'ABUTMENT OF A RAILROAD OVERPASS FOR A GRAVELED ROAD WHICH IS
 FB1182'STEPHEN ROAD, 170 YARDS WEST OF THE CROSSING OF THE RAILROAD
 FB1182'AND AN OVERHEAD POWER LINE, 3 INCHES WEST OF THE WEST END OF A
 FB1182'BOARD WALKWAY ON THE OVERPASS, 75 FEET SOUTH OF A BUILDING
 FB1182'WHICH HOUSES THE HENSLEY GROCERY STORE AND SERVICE STATION, AND
 FB1182'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1771 ***********************************************************************
 GA1771  DESIGNATION -  C 129
 GA1771  PID         -  GA1771
 GA1771  STATE/COUNTY-  TN/JEFFERSON
 GA1771  USGS QUAD   -  WHITE PINE (1961)
 GA1771
 GA1771                         *CURRENT SURVEY CONTROL
 GA1771  ___________________________________________________________________
 GA1771* NAD 83(1986)-  36 06 27.     (N)    083 17 10.     (W)     SCALED    
 GA1771* NAVD 88     -       347.289  (meters)    1139.40   (feet)  ADJUSTED  
 GA1771  ___________________________________________________________________
 GA1771  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA1771  DYNAMIC HT  -         346.965 (meters)    1138.33  (feet)  COMP
 GA1771  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA1771
 GA1771  VERT ORDER  -  FIRST     CLASS II
 GA1771
 GA1771.The horizontal coordinates were scaled from a topographic map and have
 GA1771.an estimated accuracy of +/- 6 seconds.
 GA1771
 GA1771.The orthometric height was determined by differential leveling
 GA1771.and adjusted by the National Geodetic Survey in June 1991..
 GA1771
 GA1771.The geoid height was determined by GEOID03.
 GA1771
 GA1771.The dynamic height is computed by dividing the NAVD 88
 GA1771.geopotential number by the normal gravity value computed on the
 GA1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1771.degrees latitude (g = 980.6199 gals.).
 GA1771
 GA1771.The modeled gravity was interpolated from observed gravity values.
 GA1771
 GA1771;                    North         East    Units  Estimated Accuracy
 GA1771;SPC TN       -   200,230.      844,320.      MT  (+/- 180 meters Scaled)
 GA1771
 GA1771                          SUPERSEDED SURVEY CONTROL
 GA1771
 GA1771  NGVD 29 (??/??/92)  347.429  (m)         1139.86   (f) ADJ UNCH    1 2
 GA1771
 GA1771.Superseded values are not recommended for survey control.
 GA1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1771.See file dsdata.txt to determine how the superseded data were derived.
 GA1771
 GA1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV942982(NAD 83)
 GA1771_MARKER: DB = BENCH MARK DISK
 GA1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1771_STAMPING: C 129 1935
 GA1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1771+STABILITY: SURFACE MOTION
 GA1771
 GA1771  HISTORY     - Date     Condition        Report By
 GA1771  HISTORY     - 1935     MONUMENTED       CGS
 GA1771  HISTORY     - 1965     GOOD             NGS
 GA1771  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1771
 GA1771                          STATION DESCRIPTION
 GA1771
 GA1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GA1771'AT WHITE PINE.
 GA1771'AT WHITE PINE, JEFFERSON COUNTY, ABOUT 1 1/2 RAILS SOUTHEAST OF
 GA1771'THE SOUTHERN RAILWAY STATION, 18 YARDS SOUTHWEST OF MILEPOST 219,
 GA1771'4 1/2 RAILS SOUTHEAST OF THE CENTER OF A STREET CROSSING, 8
 GA1771'YARDS SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 1/2
 GA1771'FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C
 GA1771'129 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK
 GA1771'IS 117 PACES SE OF MILEPOST 219.
 GA1771
 GA1771                          STATION RECOVERY (1967)
 GA1771
 GA1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0765 ***********************************************************************
 GD0765  DESIGNATION -  C 13
 GD0765  PID         -  GD0765
 GD0765  STATE/COUNTY-  TN/LAKE
 GD0765  USGS QUAD   -  TIPTONVILLE (1981)
 GD0765
 GD0765                         *CURRENT SURVEY CONTROL
 GD0765  ___________________________________________________________________
 GD0765* NAD 83(1986)-  36 22 41.     (N)    089 27 03.     (W)     SCALED    
 GD0765* NAVD 88     -        92.428  (meters)     303.24   (feet)  ADJUSTED  
 GD0765  ___________________________________________________________________
 GD0765  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0765  DYNAMIC HT  -          92.354 (meters)     303.00  (feet)  COMP
 GD0765  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 GD0765
 GD0765  VERT ORDER  -  SECOND    CLASS 0
 GD0765
 GD0765.The horizontal coordinates were scaled from a topographic map and have
 GD0765.an estimated accuracy of +/- 6 seconds.
 GD0765
 GD0765.The orthometric height was determined by differential leveling
 GD0765.and adjusted by the National Geodetic Survey in June 1991..
 GD0765
 GD0765.The geoid height was determined by GEOID03.
 GD0765
 GD0765.The dynamic height is computed by dividing the NAVD 88
 GD0765.geopotential number by the normal gravity value computed on the
 GD0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0765.degrees latitude (g = 980.6199 gals.).
 GD0765
 GD0765.The modeled gravity was interpolated from observed gravity values.
 GD0765
 GD0765;                    North         East    Units  Estimated Accuracy
 GD0765;SPC TN       -   232,320.      290,420.      MT  (+/- 180 meters Scaled)
 GD0765
 GD0765                          SUPERSEDED SURVEY CONTROL
 GD0765
 GD0765  NGVD 29 (??/??/??)   92.359  (m)          303.01   (f) ADJUSTED    2 0
 GD0765
 GD0765.Superseded values are not recommended for survey control.
 GD0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0765.See file dsdata.txt to determine how the superseded data were derived.
 GD0765
 GD0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF801286(NAD 83)
 GD0765_MARKER: DB = BENCH MARK DISK
 GD0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0765_STAMPING: C 13 1935
 GD0765_MARK LOGO: CGS   
 GD0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0765+STABILITY: SURFACE MOTION
 GD0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0765+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0765
 GD0765  HISTORY     - Date     Condition        Report By
 GD0765  HISTORY     - 1935     MONUMENTED       CGS
 GD0765  HISTORY     - 1974     GOOD             NGS
 GD0765  HISTORY     - 19950627 GOOD             USE
 GD0765  HISTORY     - 20020801 GOOD             USACE
 GD0765
 GD0765                          STATION DESCRIPTION
 GD0765
 GD0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0765'0.85 MI E FROM TIPTONVILLE.
 GD0765'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAYS 21 AND 22 FROM ITS
 GD0765'INTERSECTION WITH STATE HIGHWAY 78 AT TIPTONVILLE, IN THE YARD OF A
 GD0765'LARGE LOG HOUSE, 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAYS, 18
 GD0765'FEET EAST OF THE CENTER LINE OF DRIVEWAY ENTRANCE, 1 FOOT WEST OF A
 GD0765'METAL WITNESS POST, 0.5 FOOT ABOVE HIGHWAY AND IN THE TOP OF A
 GD0765'CONCRETE POST FLUSH WITH THE GROUND.
 GD0765
 GD0765                          STATION RECOVERY (1995)
 GD0765
 GD0765'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 GD0765'RECOVERED AS DESCRIBED.
 GD0765
 GD0765                          STATION RECOVERY (2002)
 GD0765
 GD0765'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2217 ***********************************************************************
 GA2217  DESIGNATION -  C 130
 GA2217  PID         -  GA2217
 GA2217  STATE/COUNTY-  TN/KNOX
 GA2217  USGS QUAD   -  MASCOT (1987)
 GA2217
 GA2217                         *CURRENT SURVEY CONTROL
 GA2217  ___________________________________________________________________
 GA2217* NAD 83(1986)-  36 03 52.     (N)    083 44 00.     (W)     SCALED    
 GA2217* NAVD 88     -       270.428  (meters)     887.23   (feet)  POSTED    
 GA2217  ___________________________________________________________________
 GA2217  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2217  DYNAMIC HT  -         270.180 (meters)     886.42  (feet)  COMP
 GA2217  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 GA2217
 GA2217  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2217
 GA2217.The horizontal coordinates were scaled from a topographic map and have
 GA2217.an estimated accuracy of +/- 6 seconds.
 GA2217
 GA2217.The orthometric height was determined by differential leveling
 GA2217.and adjusted by the National Geodetic Survey in 1992..
 GA2217.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2217.rate of 0.0 thru 1.0 mm/km.
 GA2217
 GA2217.The geoid height was determined by GEOID03.
 GA2217
 GA2217.The dynamic height is computed by dividing the NAVD 88
 GA2217.geopotential number by the normal gravity value computed on the
 GA2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2217.degrees latitude (g = 980.6199 gals.).
 GA2217
 GA2217.The modeled gravity was interpolated from observed gravity values.
 GA2217
 GA2217;                    North         East    Units  Estimated Accuracy
 GA2217;SPC TN       -   194,430.      804,180.      MT  (+/- 180 meters Scaled)
 GA2217
 GA2217                          SUPERSEDED SURVEY CONTROL
 GA2217
 GA2217  NGVD 29 (??/??/92)  270.557  (m)          887.65   (f) ADJ UNCH    1 2
 GA2217
 GA2217.Superseded values are not recommended for survey control.
 GA2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2217.See file dsdata.txt to determine how the superseded data were derived.
 GA2217
 GA2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV538945(NAD 83)
 GA2217_MARKER: DB = BENCH MARK DISK
 GA2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2217_STAMPING: C 130 1936
 GA2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2217+STABILITY: SURFACE MOTION
 GA2217
 GA2217  HISTORY     - Date     Condition        Report By
 GA2217  HISTORY     - 1936     MONUMENTED       CGS
 GA2217  HISTORY     - 1949     GOOD             NGS
 GA2217  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2217
 GA2217                          STATION DESCRIPTION
 GA2217
 GA2217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2217'AT MASCOT.
 GA2217'AT MASCOT, KNOX COUNTY, 112.5 FEET SOUTHEAST OF THE SOUTHERN
 GA2217'RAILWAY STATION, 15 RAILS EAST OF MILEPOST 117, 61 FEET SOUTH OF
 GA2217'THE SOUTH RAIL, AT A FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN
 GA2217'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 130 1936 AND
 GA2217'SET IN A CONCRETE POST.
 GA2217
 GA2217                          STATION RECOVERY (1967)
 GA2217
 GA2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0005 ***********************************************************************
 FC0005  DESIGNATION -  C 131
 FC0005  PID         -  FC0005
 FC0005  STATE/COUNTY-  TN/MONROE
 FC0005  USGS QUAD   -  SWEETWATER (1989)
 FC0005
 FC0005                         *CURRENT SURVEY CONTROL
 FC0005  ___________________________________________________________________
 FC0005* NAD 83(1986)-  35 35 14.     (N)    084 28 00.     (W)     SCALED    
 FC0005* NAVD 88     -       280.558  (meters)     920.46   (feet)  ADJUSTED  
 FC0005  ___________________________________________________________________
 FC0005  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FC0005  DYNAMIC HT  -         280.286 (meters)     919.57  (feet)  COMP
 FC0005  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 FC0005
 FC0005  VERT ORDER  -  FIRST     CLASS II
 FC0005
 FC0005.The horizontal coordinates were scaled from a topographic map and have
 FC0005.an estimated accuracy of +/- 6 seconds.
 FC0005
 FC0005.The orthometric height was determined by differential leveling
 FC0005.and adjusted by the National Geodetic Survey in June 1991..
 FC0005
 FC0005.The geoid height was determined by GEOID03.
 FC0005
 FC0005.The dynamic height is computed by dividing the NAVD 88
 FC0005.geopotential number by the normal gravity value computed on the
 FC0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0005.degrees latitude (g = 980.6199 gals.).
 FC0005
 FC0005.The modeled gravity was interpolated from observed gravity values.
 FC0005
 FC0005;                    North         East    Units  Estimated Accuracy
 FC0005;SPC TN       -   140,210.      738,960.      MT  (+/- 180 meters Scaled)
 FC0005
 FC0005                          SUPERSEDED SURVEY CONTROL
 FC0005
 FC0005  NGVD 29 (??/??/92)  280.632  (m)          920.71   (f) ADJ UNCH    1 2
 FC0005
 FC0005.Superseded values are not recommended for survey control.
 FC0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0005.See file dsdata.txt to determine how the superseded data were derived.
 FC0005
 FC0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE295411(NAD 83)
 FC0005_MARKER: DD = SURVEY DISK
 FC0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0005_SP_SET: TOWER BASE
 FC0005_STAMPING: C 131 1936
 FC0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0005
 FC0005  HISTORY     - Date     Condition        Report By
 FC0005  HISTORY     - UNK      MONUMENTED       CGS
 FC0005  HISTORY     - 1936     GOOD             NGS
 FC0005  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0005
 FC0005                          STATION DESCRIPTION
 FC0005
 FC0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC0005'0.9 MI SW FROM SWEETWATER.
 FC0005'0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC0005'SWEETWATER, MONROE COUNTY, 10 RAILS NORTH OF MILEPOST 173, 10
 FC0005'POLES SOUTHEAST OF THE EAST CORNER OF A CEMETERY, 6
 FC0005'POWER-TRANSMISSION LINE POLES NORTH OF A FARM ROAD CROSSING, 8
 FC0005'RAILS NORTH OF A WOODEN CULVERT OVER SWEETWATER CREEK, AT A
 FC0005'30-FOOT SIGNAL TOWER, AND IN THE SOUTHEAST CORNER OF THE CONCRETE
 FC0005'BASE.  A STANDARD DISK, STAMPED C 131 1936.
 FC0005
 FC0005                          STATION RECOVERY (1968)
 FC0005
 FC0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2005 ***********************************************************************
 FB2005  DESIGNATION -  C 132
 FB2005  PID         -  FB2005
 FB2005  STATE/COUNTY-  TN/BLOUNT
 FB2005  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2005
 FB2005                         *CURRENT SURVEY CONTROL
 FB2005  ___________________________________________________________________
 FB2005* NAD 83(1986)-  35 43 59.     (N)    083 57 02.     (W)     SCALED    
 FB2005* NAVD 88     -       319.755  (meters)    1049.06   (feet)  ADJUSTED  
 FB2005  ___________________________________________________________________
 FB2005  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FB2005  DYNAMIC HT  -         319.452 (meters)    1048.07  (feet)  COMP
 FB2005  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 FB2005
 FB2005  VERT ORDER  -  SECOND    CLASS 0
 FB2005
 FB2005.The horizontal coordinates were scaled from a topographic map and have
 FB2005.an estimated accuracy of +/- 6 seconds.
 FB2005
 FB2005.The orthometric height was determined by differential leveling
 FB2005.and adjusted by the National Geodetic Survey in June 1991..
 FB2005
 FB2005.The geoid height was determined by GEOID03.
 FB2005
 FB2005.The dynamic height is computed by dividing the NAVD 88
 FB2005.geopotential number by the normal gravity value computed on the
 FB2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2005.degrees latitude (g = 980.6199 gals.).
 FB2005
 FB2005.The modeled gravity was interpolated from observed gravity values.
 FB2005
 FB2005;                    North         East    Units  Estimated Accuracy
 FB2005;SPC TN       -   157,240.      785,380.      MT  (+/- 180 meters Scaled)
 FB2005
 FB2005                          SUPERSEDED SURVEY CONTROL
 FB2005
 FB2005  NGVD 29 (??/??/92)  319.863  (m)         1049.42   (f) ADJ UNCH    2 0
 FB2005
 FB2005.Superseded values are not recommended for survey control.
 FB2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2005.See file dsdata.txt to determine how the superseded data were derived.
 FB2005
 FB2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV331583(NAD 83)
 FB2005_MARKER: DB = BENCH MARK DISK
 FB2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2005_STAMPING: C 132 1935
 FB2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2005+STABILITY: SURFACE MOTION
 FB2005
 FB2005  HISTORY     - Date     Condition        Report By
 FB2005  HISTORY     - 1935     MONUMENTED       CGS
 FB2005
 FB2005                          STATION DESCRIPTION
 FB2005
 FB2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2005'1.8 MI SE FROM MARYVILLE.
 FB2005'1.8 MILES SOUTHEAST ALONG THE OLD DUNCAN PIKE FROM THE COURTHOUSE
 FB2005'AT MARYVILLE, AT THE SOUTHWEST CORNER OF THE E.M. ALLISON
 FB2005'PROPERTY, 121 FEET NORTH OF THE ALLISON MAIL BOX, 87.8 FEET
 FB2005'SOUTHEAST OF POLE 29, 15 FEET SOUTH OF A DRIVEWAY, 15 FEET
 FB2005'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 6.5 FEET SOUTHWEST OF
 FB2005'A 4-INCH CEDAR TREE.  A STANDARD DISK, STAMPED C 132 1935 AND
 FB2005'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2268 ***********************************************************************
 GA2268  DESIGNATION -  C 132
 GA2268  PID         -  GA2268
 GA2268  STATE/COUNTY-  TN/UNION
 GA2268  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2268
 GA2268                         *CURRENT SURVEY CONTROL
 GA2268  ___________________________________________________________________
 GA2268* NAD 83(1986)-  36 14 58.     (N)    083 52 30.     (W)     SCALED    
 GA2268* NAVD 88     -       373.910  (meters)    1226.74   (feet)  ADJUSTED  
 GA2268  ___________________________________________________________________
 GA2268  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA2268  DYNAMIC HT  -         373.571 (meters)    1225.62  (feet)  COMP
 GA2268  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 GA2268
 GA2268  VERT ORDER  -  SECOND    CLASS 0
 GA2268
 GA2268.The horizontal coordinates were scaled from a topographic map and have
 GA2268.an estimated accuracy of +/- 6 seconds.
 GA2268
 GA2268.The orthometric height was determined by differential leveling
 GA2268.and adjusted by the National Geodetic Survey in June 1991..
 GA2268
 GA2268.The geoid height was determined by GEOID03.
 GA2268
 GA2268.The dynamic height is computed by dividing the NAVD 88
 GA2268.geopotential number by the normal gravity value computed on the
 GA2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2268.degrees latitude (g = 980.6199 gals.).
 GA2268
 GA2268.The modeled gravity was interpolated from observed gravity values.
 GA2268
 GA2268;                    North         East    Units  Estimated Accuracy
 GA2268;SPC TN       -   214,670.      790,970.      MT  (+/- 180 meters Scaled)
 GA2268
 GA2268                          SUPERSEDED SURVEY CONTROL
 GA2268
 GA2268  NGVD 29 (??/??/92)  374.009  (m)         1227.06   (f) ADJ UNCH    2 0
 GA2268
 GA2268.Superseded values are not recommended for survey control.
 GA2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2268.See file dsdata.txt to determine how the superseded data were derived.
 GA2268
 GA2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA416154(NAD 83)
 GA2268_MARKER: DB = BENCH MARK DISK
 GA2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2268_STAMPING: C 132 1936
 GA2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2268+STABILITY: SURFACE MOTION
 GA2268
 GA2268  HISTORY     - Date     Condition        Report By
 GA2268  HISTORY     - 1936     MONUMENTED       CGS
 GA2268  HISTORY     - 1950     GOOD             NGS
 GA2268
 GA2268                          STATION DESCRIPTION
 GA2268
 GA2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2268'3.1 MI E FROM NEW LOYSTON.
 GA2268'3.1 MILES EAST ALONG THE HICKORY VALLEY ROAD FROM VALLEY GROVE
 GA2268'CHURCH AT NEW LOYSTON, UNION COUNTY, 0.4 MILE WEST OF A GROCERY
 GA2268'AND GENERAL STORE, 130 YARDS NORTH OF AN OLD UNPAINTED FRAME
 GA2268'CHURCH, 76 YARDS EAST OF THE CENTER OF THE JUNCTION OF A ROAD,
 GA2268'15 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF
 GA2268'A RAIL FENCE, AND NEAR A STEEL POST WITH A CONTROL-MARKER SIGN.  A
 GA2268'STANDARD DISK, STAMPED C 132 1936 AND SET IN THE TOP OF A
 GA2268'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0133 ***********************************************************************
 FC0133  DESIGNATION -  C 133
 FC0133  PID         -  FC0133
 FC0133  STATE/COUNTY-  TN/LOUDON
 FC0133  USGS QUAD   -  LENOIR CITY (1986)
 FC0133
 FC0133                         *CURRENT SURVEY CONTROL
 FC0133  ___________________________________________________________________
 FC0133* NAD 83(1986)-  35 48 27.     (N)    084 16 55.     (W)     SCALED    
 FC0133* NAVD 88     -       256.845  (meters)     842.67   (feet)  ADJUSTED  
 FC0133  ___________________________________________________________________
 FC0133  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0133  DYNAMIC HT  -         256.601 (meters)     841.87  (feet)  COMP
 FC0133  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 FC0133
 FC0133  VERT ORDER  -  SECOND    CLASS 0
 FC0133
 FC0133.The horizontal coordinates were scaled from a topographic map and have
 FC0133.an estimated accuracy of +/- 6 seconds.
 FC0133
 FC0133.The orthometric height was determined by differential leveling
 FC0133.and adjusted by the National Geodetic Survey in June 1991..
 FC0133
 FC0133.The geoid height was determined by GEOID03.
 FC0133
 FC0133.The dynamic height is computed by dividing the NAVD 88
 FC0133.geopotential number by the normal gravity value computed on the
 FC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0133.degrees latitude (g = 980.6199 gals.).
 FC0133
 FC0133.The modeled gravity was interpolated from observed gravity values.
 FC0133
 FC0133;                    North         East    Units  Estimated Accuracy
 FC0133;SPC TN       -   164,920.      755,270.      MT  (+/- 180 meters Scaled)
 FC0133
 FC0133                          SUPERSEDED SURVEY CONTROL
 FC0133
 FC0133  NGVD 29 (??/??/92)  256.957  (m)          843.03   (f) ADJ UNCH    2 0
 FC0133
 FC0133.Superseded values are not recommended for survey control.
 FC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0133.See file dsdata.txt to determine how the superseded data were derived.
 FC0133
 FC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE455660(NAD 83)
 FC0133_MARKER: DB = BENCH MARK DISK
 FC0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0133_SP_SET: CULVERT
 FC0133_STAMPING: C 133 1936
 FC0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0133
 FC0133  HISTORY     - Date     Condition        Report By
 FC0133  HISTORY     - 1936     MONUMENTED       CGS
 FC0133
 FC0133                          STATION DESCRIPTION
 FC0133
 FC0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FC0133'1.8 MI NW FROM LENOIR CITY.
 FC0133'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE SOUTHERN
 FC0133'RAILWAY STATION AT LENOIR CITY, LOUDON COUNTY, 0.9 MILE NORTHWEST
 FC0133'OF THE CITY LIMIT, 0.2 MILE NORTHWEST OF A GROCERY STORE, AT A
 FC0133'CONCRETE CULVERT OVER MC COUN BRANCH, IN THE TOP OF THE SOUTH
 FC0133'END OF THE EAST HEADWALL, 30 YARDS NORTH OF THE MC COUN FRAME
 FC0133'HOUSE, AND 12 FEET FROM THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FC0133'DISK, STAMPED C 133 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0727 ***********************************************************************
 GD0727  DESIGNATION -  C 134
 GD0727  PID         -  GD0727
 GD0727  STATE/COUNTY-  TN/LAKE
 GD0727  USGS QUAD   -  TIPTONVILLE (1981)
 GD0727
 GD0727                         *CURRENT SURVEY CONTROL
 GD0727  ___________________________________________________________________
 GD0727* NAD 83(1986)-  36 23 50.     (N)    089 28 30.     (W)     SCALED    
 GD0727* NAVD 88     -        91.586  (meters)     300.48   (feet)  POSTED    
 GD0727  ___________________________________________________________________
 GD0727  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0727  DYNAMIC HT  -          91.510 (meters)     300.23  (feet)  COMP
 GD0727  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 GD0727
 GD0727  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GD0727
 GD0727.The horizontal coordinates were scaled from a topographic map and have
 GD0727.an estimated accuracy of +/- 6 seconds.
 GD0727
 GD0727.The orthometric height was determined by differential leveling
 GD0727.and adjusted by the National Geodetic Survey in 1992..
 GD0727.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GD0727.rate of 1.1 thru 2.0 mm/km.
 GD0727
 GD0727.The geoid height was determined by GEOID03.
 GD0727
 GD0727.The dynamic height is computed by dividing the NAVD 88
 GD0727.geopotential number by the normal gravity value computed on the
 GD0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0727.degrees latitude (g = 980.6199 gals.).
 GD0727
 GD0727.The modeled gravity was interpolated from observed gravity values.
 GD0727
 GD0727;                    North         East    Units  Estimated Accuracy
 GD0727;SPC TN       -   234,530.      288,330.      MT  (+/- 180 meters Scaled)
 GD0727
 GD0727                          SUPERSEDED SURVEY CONTROL
 GD0727
 GD0727  NGVD 29 (??/??/??)   91.510  (m)          300.23   (f) ADJUSTED    1 2
 GD0727
 GD0727.Superseded values are not recommended for survey control.
 GD0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0727.See file dsdata.txt to determine how the superseded data were derived.
 GD0727
 GD0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF780308(NAD 83)
 GD0727_MARKER: DB = BENCH MARK DISK
 GD0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0727_STAMPING: C 134 1957
 GD0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0727+STABILITY: SURFACE MOTION
 GD0727
 GD0727  HISTORY     - Date     Condition        Report By
 GD0727  HISTORY     - 1957     MONUMENTED       CGS
 GD0727  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0727
 GD0727                          STATION DESCRIPTION
 GD0727
 GD0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0727'1.3 MI N FROM TIPTONVILLE.
 GD0727'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 GD0727'OF STATE HIGHWAY 21 AT TIPTONVILLE, 0.2 MILE NORTH OF JUNCTION
 GD0727'OF A BLACK TOP ROAD EAST, 0.1 MILE NORTH OF PARIS CEMETERY, IN
 GD0727'NORTHWEST CORNER OF LOT OF A GROCERY STORE, 140 FEET WEST OF
 GD0727'CENTER LINE OF HIGHWAY 40 1/2 FEET NORTH OF A POWER LINE BRANCH
 GD0727'POLE, 67 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF STORE
 GD0727'BUILDING, 17 FEET SOUTH OF CENTER LINE OF A PRIVATE DRIVE WEST,
 GD0727'1 1/2 FEET SOUTHEAST OF A FENCE CORNER, ABOUT LEVEL WITH HIGHWAY
 GD0727'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GD0727'NOTE-- STORE IS GONE, DRIVEWAY HAS BEEN CHANGED.  POST NOW FALLS
 GD0727'IN CULTIVATED FIELD.  LOCAL RESIDENT STATED THAT MARK WAS
 GD0727'PROBABLY DESTROYED WHEN BUILDING WAS TORN DOWN AND LAND LEVELED.
 GD0727
 GD0727                          STATION RECOVERY (1969)
 GD0727
 GD0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0915 ***********************************************************************
 FE0915  DESIGNATION -  C 135
 FE0915  PID         -  FE0915
 FE0915  STATE/COUNTY-  TN/DYER
 FE0915  USGS QUAD   -  FOWLKES (1983)
 FE0915
 FE0915                         *CURRENT SURVEY CONTROL
 FE0915  ___________________________________________________________________
 FE0915* NAD 83(1986)-  35 57 19.     (N)    089 23 14.     (W)     SCALED    
 FE0915* NAVD 88     -        90.703  (meters)     297.58   (feet)  ADJUSTED  
 FE0915  ___________________________________________________________________
 FE0915  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0915  DYNAMIC HT  -          90.626 (meters)     297.33  (feet)  COMP
 FE0915  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 FE0915
 FE0915  VERT ORDER  -  FIRST     CLASS I
 FE0915
 FE0915.The horizontal coordinates were scaled from a topographic map and have
 FE0915.an estimated accuracy of +/- 6 seconds.
 FE0915
 FE0915.The orthometric height was determined by differential leveling
 FE0915.and adjusted by the National Geodetic Survey in June 1991..
 FE0915
 FE0915.The geoid height was determined by GEOID03.
 FE0915
 FE0915.The dynamic height is computed by dividing the NAVD 88
 FE0915.geopotential number by the normal gravity value computed on the
 FE0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0915.degrees latitude (g = 980.6199 gals.).
 FE0915
 FE0915.The modeled gravity was interpolated from observed gravity values.
 FE0915
 FE0915;                    North         East    Units  Estimated Accuracy
 FE0915;SPC TN       -   185,240.      294,500.      MT  (+/- 180 meters Scaled)
 FE0915
 FE0915                          SUPERSEDED SURVEY CONTROL
 FE0915
 FE0915  NGVD 29 (??/??/??)   90.640  (m)          297.37   (f) ADJUSTED    1 1
 FE0915
 FE0915.Superseded values are not recommended for survey control.
 FE0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0915.See file dsdata.txt to determine how the superseded data were derived.
 FE0915
 FE0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE847816(NAD 83)
 FE0915_MARKER: DB = BENCH MARK DISK
 FE0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0915_STAMPING: C 135 1957
 FE0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0915+STABILITY: SURFACE MOTION
 FE0915
 FE0915  HISTORY     - Date     Condition        Report By
 FE0915  HISTORY     - 1957     MONUMENTED       CGS
 FE0915  HISTORY     - 1974     GOOD             NGS
 FE0915  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0915
 FE0915                          STATION DESCRIPTION
 FE0915
 FE0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0915'0.9 MI S FROM FOWLKES.
 FE0915'ABOUT 0.90 MILE SOUTH ALONG OLD U.S. HIGHWAY 51 FROM THE FOWLKES
 FE0915'BAPTIST CHURCH AT FOWLKES, NEAR THE SOUTH END OF A SHORT RAILROAD
 FE0915'FILL, 85.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 110 FEET
 FE0915'SOUTHEAST OF A LONE 30-INCH COTTONWOOD TREE GROWING NEAR HIGHWAY
 FE0915'SHOULDER, 36 FEET WEST OF THE WEST RAIL OF THE WEST TRACK OF THE
 FE0915'ILLINOIS CENTRAL RAILROAD, 27 FEET WEST OF THE SOUTHWEST CORNER OF
 FE0915'A SIGNAL BLOCK SWITCH FOR SIGNAL NO. J319.6 3.6 FEET SOUTH OF A
 FE0915'TELEPHONE POLE, 2 FEET ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE
 FE0915'POST PROJECTING 0.2 FOOT.
 FE0915
 FE0915                          STATION RECOVERY (2002)
 FE0915
 FE0915'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0386 ***********************************************************************
 GD0386  DESIGNATION -  C 14
 GD0386  PID         -  GD0386
 GD0386  STATE/COUNTY-  TN/WEAKLEY
 GD0386  USGS QUAD   -  HARRIS (1983)
 GD0386
 GD0386                         *CURRENT SURVEY CONTROL
 GD0386  ___________________________________________________________________
 GD0386* NAD 83(1986)-  36 22 41.     (N)    088 56 36.     (W)     SCALED    
 GD0386* NAVD 88     -       100.184  (meters)     328.69   (feet)  ADJUSTED  
 GD0386  ___________________________________________________________________
 GD0386  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0386  DYNAMIC HT  -         100.104 (meters)     328.42  (feet)  COMP
 GD0386  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GD0386
 GD0386  VERT ORDER  -  SECOND    CLASS 0
 GD0386
 GD0386.The horizontal coordinates were scaled from a topographic map and have
 GD0386.an estimated accuracy of +/- 6 seconds.
 GD0386
 GD0386.The orthometric height was determined by differential leveling
 GD0386.and adjusted by the National Geodetic Survey in June 1991..
 GD0386
 GD0386.The geoid height was determined by GEOID03.
 GD0386
 GD0386.The dynamic height is computed by dividing the NAVD 88
 GD0386.geopotential number by the normal gravity value computed on the
 GD0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0386.degrees latitude (g = 980.6199 gals.).
 GD0386
 GD0386.The modeled gravity was interpolated from observed gravity values.
 GD0386
 GD0386;                    North         East    Units  Estimated Accuracy
 GD0386;SPC TN       -   230,840.      335,930.      MT  (+/- 180 meters Scaled)
 GD0386
 GD0386                          SUPERSEDED SURVEY CONTROL
 GD0386
 GD0386  NGVD 29 (??/??/??)  100.189  (m)          328.70   (f) ADJUSTED    2 0
 GD0386
 GD0386.Superseded values are not recommended for survey control.
 GD0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0386.See file dsdata.txt to determine how the superseded data were derived.
 GD0386
 GD0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF256276(NAD 83)
 GD0386_MARKER: DB = BENCH MARK DISK
 GD0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0386_STAMPING: C 14 1935
 GD0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0386+STABILITY: SURFACE MOTION
 GD0386
 GD0386  HISTORY     - Date     Condition        Report By
 GD0386  HISTORY     - 1935     MONUMENTED       CGS
 GD0386  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0386
 GD0386                          STATION DESCRIPTION
 GD0386
 GD0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0386'5.1 MI W FROM MARTIN.
 GD0386'5.1 MILES WEST ALONG STATE HIGHWAY 22 FROM MARTIN, WEAKLEY
 GD0386'COUNTY, ABOUT 160 YARDS EAST OF THE WEAKLEY-OBION COUNTY LINE,
 GD0386'96 FEET EAST OF A SERVICE STATION, AT A BALL FIELD, AND 33 FEET
 GD0386'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GD0386'C 14 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SITE
 GD0386'OF THE MARK IS NOW IN THE EDGE OF A CULTIVATED FIELD AND PIECES
 GD0386'OF CONCRETE WERE FOUND IN THE IMMEDIATE AREA.  IT IS FELT THAT
 GD0386'THIS BENCH MARK HAS BEEN DESTROYED BY FARMING OPERATIONS.
 GD0386
 GD0386                          STATION RECOVERY (1967)
 GD0386
 GD0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0901 ***********************************************************************
 FC0901  DESIGNATION -  C 142
 FC0901  PID         -  FC0901
 FC0901  STATE/COUNTY-  TN/CUMBERLAND
 FC0901  USGS QUAD   -  CARDIFF (1990)
 FC0901
 FC0901                         *CURRENT SURVEY CONTROL
 FC0901  ___________________________________________________________________
 FC0901* NAD 83(1986)-  35 55 04.     (N)    084 41 53.     (W)     SCALED    
 FC0901* NAVD 88     -       502.011  (meters)    1647.01   (feet)  ADJUSTED  
 FC0901  ___________________________________________________________________
 FC0901  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 FC0901  DYNAMIC HT  -         501.542 (meters)    1645.48  (feet)  COMP
 FC0901  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FC0901
 FC0901  VERT ORDER  -  SECOND    CLASS 0
 FC0901
 FC0901.This mark is at Rockwood Airport (RKW)
 FC0901
 FC0901.The horizontal coordinates were scaled from a topographic map and have
 FC0901.an estimated accuracy of +/- 6 seconds.
 FC0901
 FC0901.The orthometric height was determined by differential leveling
 FC0901.and adjusted by the National Geodetic Survey in June 1991..
 FC0901
 FC0901.The geoid height was determined by GEOID03.
 FC0901
 FC0901.The dynamic height is computed by dividing the NAVD 88
 FC0901.geopotential number by the normal gravity value computed on the
 FC0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0901.degrees latitude (g = 980.6199 gals.).
 FC0901
 FC0901.The modeled gravity was interpolated from observed gravity values.
 FC0901
 FC0901;                    North         East    Units  Estimated Accuracy
 FC0901;SPC TN       -   176,570.      717,500.      MT  (+/- 180 meters Scaled)
 FC0901
 FC0901                          SUPERSEDED SURVEY CONTROL
 FC0901
 FC0901  NGVD 29 (??/??/92)  502.111  (m)         1647.34   (f) ADJ UNCH    2 0
 FC0901
 FC0901.Superseded values are not recommended for survey control.
 FC0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0901.See file dsdata.txt to determine how the superseded data were derived.
 FC0901
 FC0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE077772(NAD 83)
 FC0901_MARKER: DB = BENCH MARK DISK
 FC0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0901_SP_SET: CONCRETE FOOTING
 FC0901_STAMPING: C 142 1967
 FC0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0901
 FC0901  HISTORY     - Date     Condition        Report By
 FC0901  HISTORY     - 1967     MONUMENTED       CGS
 FC0901  HISTORY     - 1972     GOOD             TVA
 FC0901
 FC0901                          STATION DESCRIPTION
 FC0901
 FC0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FC0901'3 MI N FROM ROCKWOOD.
 FC0901'FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST ON ROCKWOOD ST.,
 FC0901'FOR 0.6 MILE, THEN TURN RIGHT ON SPRING ST., AND GO .75 MILE
 FC0901'TO INTERSECTION, THEN GO LEFT (WEST) 2.45 MILES TO FORK, TAKE
 FC0901'LEFT FORK (NORTHWEST) 1.25 MILES TO FORK, TURN RIGHT (NORTH)
 FC0901'1.15 MILES TO CROSSROAD, GO RIGHT 0.3 MILES TO AIRPORT AND
 FC0901'STATION SITE.  THE STATION IS 1.8 FT. SOUTHEAST OF THE SOUTHEAST
 FC0901'CORNER OF TERMINAL BUILDING, AND 0.3 FT. SOUTHWEST OF THE
 FC0901'SIDEWALK IN EAST CORNER OF CONCRETE FOOTING OF GULF DEALER
 FC0901'SIGN.
 FC0901
 FC0901                          STATION RECOVERY (1972)
 FC0901
 FC0901'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0826 ***********************************************************************
 FC0826  DESIGNATION -  C 15
 FC0826  PID         -  FC0826
 FC0826  STATE/COUNTY-  TN/RHEA
 FC0826  USGS QUAD   -  EVENSVILLE (1990)
 FC0826
 FC0826                         *CURRENT SURVEY CONTROL
 FC0826  ___________________________________________________________________
 FC0826* NAD 83(1986)-  35 30 11.     (N)    084 57 16.     (W)     SCALED    
 FC0826* NAVD 88     -       226.347  (meters)     742.61   (feet)  ADJUSTED  
 FC0826  ___________________________________________________________________
 FC0826  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC0826  DYNAMIC HT  -         226.133 (meters)     741.90  (feet)  COMP
 FC0826  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FC0826
 FC0826  VERT ORDER  -  SECOND    CLASS 0
 FC0826
 FC0826.The horizontal coordinates were scaled from a topographic map and have
 FC0826.an estimated accuracy of +/- 6 seconds.
 FC0826
 FC0826.The orthometric height was determined by differential leveling
 FC0826.and adjusted by the National Geodetic Survey in June 1991..
 FC0826
 FC0826.The geoid height was determined by GEOID03.
 FC0826
 FC0826.The dynamic height is computed by dividing the NAVD 88
 FC0826.geopotential number by the normal gravity value computed on the
 FC0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0826.degrees latitude (g = 980.6199 gals.).
 FC0826
 FC0826.The modeled gravity was interpolated from observed gravity values.
 FC0826
 FC0826;                    North         East    Units  Estimated Accuracy
 FC0826;SPC TN       -   130,290.      694,850.      MT  (+/- 180 meters Scaled)
 FC0826
 FC0826                          SUPERSEDED SURVEY CONTROL
 FC0826
 FC0826  NGVD 29 (??/??/92)  226.426  (m)          742.87   (f) ADJ UNCH    2 0
 FC0826
 FC0826.Superseded values are not recommended for survey control.
 FC0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0826.See file dsdata.txt to determine how the superseded data were derived.
 FC0826
 FC0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE855307(NAD 83)
 FC0826_MARKER: DB = BENCH MARK DISK
 FC0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0826_STAMPING: C 15 1933
 FC0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0826+STABILITY: SURFACE MOTION
 FC0826
 FC0826  HISTORY     - Date     Condition        Report By
 FC0826  HISTORY     - 1933     MONUMENTED       CGS
 FC0826  HISTORY     - 1949     GOOD             NGS
 FC0826
 FC0826                          STATION DESCRIPTION
 FC0826
 FC0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0826'3.7 MI E FROM DAYTON.
 FC0826'3.7 MILES EAST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA COUNTY,
 FC0826'BETWEEN THE TOWN AND TENNESSEE RIVER, NEAR THE INTERSECTION OF
 FC0826'THE ROAD LEADING TO THE FRAZIER GRAMMAR SCHOOL, 77 FEET SOUTH
 FC0826'OF THE CENTERLINE OF THE HIGHWAY, 17 FEET WEST OF THE CENTERLINE
 FC0826'OF THE ROAD, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 FC0826'STAMPED C 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1765 ***********************************************************************
 FE1765  DESIGNATION -  C 152
 FE1765  PID         -  FE1765
 FE1765  STATE/COUNTY-  TN/LAUDERDALE
 FE1765  USGS QUAD   -  CHIC (1983)
 FE1765
 FE1765                         *CURRENT SURVEY CONTROL
 FE1765  ___________________________________________________________________
 FE1765* NAD 83(1986)-  35 52 44.     (N)    089 40 58.     (W)     SCALED    
 FE1765* NAVD 88     -        78.915  (meters)     258.91   (feet)  ADJUSTED  
 FE1765  ___________________________________________________________________
 FE1765  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE1765  DYNAMIC HT  -          78.849 (meters)     258.69  (feet)  COMP
 FE1765  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 FE1765
 FE1765  VERT ORDER  -  SECOND    CLASS 0
 FE1765
 FE1765.The horizontal coordinates were scaled from a topographic map and have
 FE1765.an estimated accuracy of +/- 6 seconds.
 FE1765
 FE1765.The orthometric height was determined by differential leveling
 FE1765.and adjusted by the National Geodetic Survey in June 1991..
 FE1765
 FE1765.The geoid height was determined by GEOID03.
 FE1765
 FE1765.The dynamic height is computed by dividing the NAVD 88
 FE1765.geopotential number by the normal gravity value computed on the
 FE1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1765.degrees latitude (g = 980.6199 gals.).
 FE1765
 FE1765.The modeled gravity was interpolated from observed gravity values.
 FE1765
 FE1765;                    North         East    Units  Estimated Accuracy
 FE1765;SPC TN       -   177,730.      267,540.      MT  (+/- 180 meters Scaled)
 FE1765
 FE1765                          SUPERSEDED SURVEY CONTROL
 FE1765
 FE1765  NGVD 29 (??/??/??)   78.840  (m)          258.66   (f) ADJUSTED    2 0
 FE1765
 FE1765.Superseded values are not recommended for survey control.
 FE1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1765.See file dsdata.txt to determine how the superseded data were derived.
 FE1765
 FE1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE578738(NAD 83)
 FE1765_MARKER: DB = BENCH MARK DISK
 FE1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1765_STAMPING: C 152 1943
 FE1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1765+STABILITY: SURFACE MOTION
 FE1765
 FE1765  HISTORY     - Date     Condition        Report By
 FE1765  HISTORY     - 1943     MONUMENTED       CGS
 FE1765  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1765
 FE1765                          STATION DESCRIPTION
 FE1765
 FE1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1765'2.8 MI NE FROM BARR.
 FE1765'A 2.8 MILES NORTHEAST ALONG A WINDING TRACK ROAD FROM BARR
 FE1765'LANDING, LAUDERDALE COUNTY, 325 FEET SOUTHWEST OF A FRAMEHOUSE,
 FE1765'17.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 10.3 FEET
 FE1765'NORTHWEST OF A FENCE CORNER AND A 22-INCH RED ELM TREE, 1 FOOT
 FE1765'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHEAST OF A WHITE
 FE1765'WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.
 FE1765'A STANDARD DISK, STAMPED C 152 1943 AND SET IN THE TOP OF A
 FE1765'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0719 ***********************************************************************
 GD0719  DESIGNATION -  C 153
 GD0719  PID         -  GD0719
 GD0719  STATE/COUNTY-  TN/LAKE
 GD0719  USGS QUAD   -  TIPTONVILLE (1981)
 GD0719
 GD0719                         *CURRENT SURVEY CONTROL
 GD0719  ___________________________________________________________________
 GD0719* NAD 83(1986)-  36 26 36.     (N)    089 27 21.     (W)     SCALED    
 GD0719* NAVD 88     -        96.202  (meters)     315.62   (feet)  POSTED    
 GD0719  ___________________________________________________________________
 GD0719  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0719  DYNAMIC HT  -          96.130 (meters)     315.39  (feet)  COMP
 GD0719  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GD0719
 GD0719  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GD0719
 GD0719.The horizontal coordinates were scaled from a topographic map and have
 GD0719.an estimated accuracy of +/- 6 seconds.
 GD0719
 GD0719.The orthometric height was determined by differential leveling
 GD0719.and adjusted by the National Geodetic Survey in 1992..
 GD0719.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GD0719.rate of 0.0 thru 1.0 mm/km.
 GD0719
 GD0719.The geoid height was determined by GEOID03.
 GD0719
 GD0719.The dynamic height is computed by dividing the NAVD 88
 GD0719.geopotential number by the normal gravity value computed on the
 GD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0719.degrees latitude (g = 980.6199 gals.).
 GD0719
 GD0719.The modeled gravity was interpolated from observed gravity values.
 GD0719
 GD0719;                    North         East    Units  Estimated Accuracy
 GD0719;SPC TN       -   239,580.      290,230.      MT  (+/- 180 meters Scaled)
 GD0719
 GD0719                          SUPERSEDED SURVEY CONTROL
 GD0719
 GD0719  NGVD 29 (??/??/??)   96.247  (m)          315.77   (f) ADJUSTED    1 2
 GD0719
 GD0719.Superseded values are not recommended for survey control.
 GD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0719.See file dsdata.txt to determine how the superseded data were derived.
 GD0719
 GD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF798359(NAD 83)
 GD0719_MARKER: DB = BENCH MARK DISK
 GD0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0719_STAMPING: C 153 1943
 GD0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0719+STABILITY: SURFACE MOTION
 GD0719
 GD0719  HISTORY     - Date     Condition        Report By
 GD0719  HISTORY     - 1943     MONUMENTED       CGS
 GD0719  HISTORY     - 1957     MARK NOT FOUND   CGS
 GD0719
 GD0719                          STATION DESCRIPTION
 GD0719
 GD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0719'1.2 MI E FROM CATES.
 GD0719'1.2 MILE EAST.  BENCH MARK IS 21.7 FEET SOUTH OF AND ABOUT 2.0 FEET
 GD0719'ABOVE THE CENTERLINE OF ROAD, 20.0 FEET WEST OF THE CENTERLINE OF
 GD0719'A DRIVEWAY LEADING TO A WHITE FRAME HOUSE, 3.0 FEET SOUTH OF A FENCE
 GD0719'CORNER, 1.7 FEET WEST OF A FENCE AND 3.0 FEET SOUTH OF A 4 X 4-INCH
 GD0719'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  NOTE-- THE ROAD HAS
 GD0719'BEEN REBUILT AND IT IS BELIEVED THAT THE MARK HAS BEEN DESTROYED.
 GD0719'PRESENT OCCUPANT OF HOUSE HAD NEVER SEEN MARK.  NOTE-- TO REACH FROM
 GD0719'THE STATION BUILDING AT CATES, PROCEED 1.2 MILE EAST ALONG A
 GD0719'GRAVEL ROAD TO SITE OF BENCH MARK.
 GD0719
 GD0719                          STATION RECOVERY (1957)
 GD0719
 GD0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GD0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0480 ***********************************************************************
 FE0480  DESIGNATION -  C 154
 FE0480  PID         -  FE0480
 FE0480  STATE/COUNTY-  TN/MCNAIRY
 FE0480  USGS QUAD   -  CHEWALLA (1983)
 FE0480
 FE0480                         *CURRENT SURVEY CONTROL
 FE0480  ___________________________________________________________________
 FE0480* NAD 83(1986)-  35 00 35.     (N)    088 38 26.     (W)     SCALED    
 FE0480* NAVD 88     -       125.840  (meters)     412.86   (feet)  ADJUSTED  
 FE0480  ___________________________________________________________________
 FE0480  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE0480  DYNAMIC HT  -         125.720 (meters)     412.47  (feet)  COMP
 FE0480  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FE0480
 FE0480  VERT ORDER  -  FIRST     CLASS II
 FE0480
 FE0480.The horizontal coordinates were scaled from a topographic map and have
 FE0480.an estimated accuracy of +/- 6 seconds.
 FE0480
 FE0480.The orthometric height was determined by differential leveling
 FE0480.and adjusted by the National Geodetic Survey in June 1991..
 FE0480
 FE0480.The geoid height was determined by GEOID03.
 FE0480
 FE0480.The dynamic height is computed by dividing the NAVD 88
 FE0480.geopotential number by the normal gravity value computed on the
 FE0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0480.degrees latitude (g = 980.6199 gals.).
 FE0480
 FE0480.The modeled gravity was interpolated from observed gravity values.
 FE0480
 FE0480;                    North         East    Units  Estimated Accuracy
 FE0480;SPC TN       -    78,300.      358,990.      MT  (+/- 180 meters Scaled)
 FE0480
 FE0480                          SUPERSEDED SURVEY CONTROL
 FE0480
 FE0480  NGVD 29 (??/??/??)  125.826  (m)          412.81   (f) ADJUSTED    1 2
 FE0480
 FE0480.Superseded values are not recommended for survey control.
 FE0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0480.See file dsdata.txt to determine how the superseded data were derived.
 FE0480
 FE0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD503753(NAD 83)
 FE0480_MARKER: DB = BENCH MARK DISK
 FE0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0480_SP_SET: CONCRETE BASE
 FE0480_STAMPING: C 154 1944
 FE0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0480
 FE0480  HISTORY     - Date     Condition        Report By
 FE0480  HISTORY     - 1944     MONUMENTED       CGS
 FE0480  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0480
 FE0480                          STATION DESCRIPTION
 FE0480
 FE0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0480'0.3 MI E FROM CHEWALLA.
 FE0480'0.3 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0480'CHEWALLA, MCNAIRY  COUNTY, AT BLOCK SIGNAL 4677 A, IN THE TOP
 FE0480'OF THE EAST SIDE OF THE CONCRETE BASE, 10.4 FEET NORTH OF THE
 FE0480'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 FE0480'STANDARD DISK, STAMPED C 154 1944.  NOTE-- DUE TO THE ADDITION
 FE0480'OF A SIDE TRACK.  CONCRETE BASE AND BLOCK SIGNAL REMOVED.
 FE0480
 FE0480                          STATION RECOVERY (1972)
 FE0480
 FE0480'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1006 ***********************************************************************
 FE1006  DESIGNATION -  C 155
 FE1006  PID         -  FE1006
 FE1006  STATE/COUNTY-  TN/HARDEMAN
 FE1006  USGS QUAD   -  SAULSBURY (1981)
 FE1006
 FE1006                         *CURRENT SURVEY CONTROL
 FE1006  ___________________________________________________________________
 FE1006* NAD 83(1986)-  35 02 53.     (N)    089 03 16.     (W)     SCALED    
 FE1006* NAVD 88     -       173.674  (meters)     569.80   (feet)  ADJUSTED  
 FE1006  ___________________________________________________________________
 FE1006  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1006  DYNAMIC HT  -         173.509 (meters)     569.25  (feet)  COMP
 FE1006  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 FE1006
 FE1006  VERT ORDER  -  FIRST     CLASS II
 FE1006
 FE1006.The horizontal coordinates were scaled from a topographic map and have
 FE1006.an estimated accuracy of +/- 6 seconds.
 FE1006
 FE1006.The orthometric height was determined by differential leveling
 FE1006.and adjusted by the National Geodetic Survey in June 1991..
 FE1006
 FE1006.The geoid height was determined by GEOID03.
 FE1006
 FE1006.The dynamic height is computed by dividing the NAVD 88
 FE1006.geopotential number by the normal gravity value computed on the
 FE1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1006.degrees latitude (g = 980.6199 gals.).
 FE1006
 FE1006.The modeled gravity was interpolated from observed gravity values.
 FE1006
 FE1006;                    North         East    Units  Estimated Accuracy
 FE1006;SPC TN       -    83,650.      321,360.      MT  (+/- 180 meters Scaled)
 FE1006
 FE1006                          SUPERSEDED SURVEY CONTROL
 FE1006
 FE1006  NGVD 29 (??/??/??)  173.621  (m)          569.62   (f) ADJUSTED    1 2
 FE1006
 FE1006.Superseded values are not recommended for survey control.
 FE1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1006.See file dsdata.txt to determine how the superseded data were derived.
 FE1006
 FE1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD126803(NAD 83)
 FE1006_MARKER: DB = BENCH MARK DISK
 FE1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1006_STAMPING: C 155 1944
 FE1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1006+STABILITY: SURFACE MOTION
 FE1006
 FE1006  HISTORY     - Date     Condition        Report By
 FE1006  HISTORY     - 1944     MONUMENTED       CGS
 FE1006  HISTORY     - 1965     GOOD             CGS
 FE1006  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1006
 FE1006                          STATION DESCRIPTION
 FE1006
 FE1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1006'2 MI E FROM SAULSBURY.
 FE1006'ABOUT 2.0 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE1006'AT SAULSBURY, HARDEMAN COUNTY, ABOUT 0.2 MILE WEST OF MILEPOST
 FE1006'492, AT A FARMROAD CROSSING, 27.5 FEET NORTH OF THE CENTERLINE
 FE1006'OF THE TRACK, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 FE1006'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 FE1006'TRACK.  A STANDARD DISK, STAMPED C 155 1944 AND SET IN THE TOP
 FE1006'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE1006'NOTE-- THIS MARK MAY BE DISTURBED.  AN AREA FARMER REPORTS THAT
 FE1006'THIS MARK WAS MOVED ABOUT 2 FEET WEST TO FACILITATE ROAD
 FE1006'CONSTRUCTION.  THE MARK APPEARS TO BE STABLE AND THE PREVIOUS
 FE1006'DESCRIPTION IS STILL APPLICABLE.
 FE1006
 FE1006                          STATION RECOVERY (1983)
 FE1006
 FE1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1006'NOT RECOVERED, PROBABLY TAKEN OUT WHEN NEW RAILROAD WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0558 ***********************************************************************
 FE0558  DESIGNATION -  C 156
 FE0558  PID         -  FE0558
 FE0558  STATE/COUNTY-  TN/MCNAIRY
 FE0558  USGS QUAD   -  GUYS (1983)
 FE0558
 FE0558                         *CURRENT SURVEY CONTROL
 FE0558  ___________________________________________________________________
 FE0558* NAD 83(1986)-  35 01 55.     (N)    088 33 35.     (W)     SCALED    
 FE0558* NAVD 88     -       133.565  (meters)     438.20   (feet)  ADJUSTED  
 FE0558  ___________________________________________________________________
 FE0558  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE0558  DYNAMIC HT  -         133.439 (meters)     437.79  (feet)  COMP
 FE0558  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 FE0558
 FE0558  VERT ORDER  -  FIRST     CLASS II
 FE0558
 FE0558.The horizontal coordinates were scaled from a topographic map and have
 FE0558.an estimated accuracy of +/- 6 seconds.
 FE0558
 FE0558.The orthometric height was determined by differential leveling
 FE0558.and adjusted by the National Geodetic Survey in June 1991..
 FE0558
 FE0558.The geoid height was determined by GEOID03.
 FE0558
 FE0558.The dynamic height is computed by dividing the NAVD 88
 FE0558.geopotential number by the normal gravity value computed on the
 FE0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0558.degrees latitude (g = 980.6199 gals.).
 FE0558
 FE0558.The modeled gravity was interpolated from observed gravity values.
 FE0558
 FE0558;                    North         East    Units  Estimated Accuracy
 FE0558;SPC TN       -    80,570.      366,430.      MT  (+/- 180 meters Scaled)
 FE0558
 FE0558                          SUPERSEDED SURVEY CONTROL
 FE0558
 FE0558  NGVD 29 (??/??/??)  133.552  (m)          438.16   (f) ADJUSTED    1 2
 FE0558
 FE0558.Superseded values are not recommended for survey control.
 FE0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0558.See file dsdata.txt to determine how the superseded data were derived.
 FE0558
 FE0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD577776(NAD 83)
 FE0558_MARKER: DB = BENCH MARK DISK
 FE0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0558_SP_SET: CONCRETE BASE
 FE0558_STAMPING: C 156 1944
 FE0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0558
 FE0558  HISTORY     - Date     Condition        Report By
 FE0558  HISTORY     - 1944     MONUMENTED       CGS
 FE0558  HISTORY     - 1948     GOOD             CGS
 FE0558  HISTORY     - 1972     GOOD             TVA
 FE0558  HISTORY     - 20020409 MARK NOT FOUND   USACE
 FE0558
 FE0558                          STATION DESCRIPTION
 FE0558
 FE0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0558'AT GUYS.
 FE0558'AT GUYS, ALONG THE GULF, MOBILE AND OHIO RAILROAD, ABOUT 0.1
 FE0558'MILE NORTHWEST OF THE STATION, ABOUT 0.3 MILE NORTHWEST OF MILE
 FE0558'POST 336, 66 FEET NORTHWEST OF THE NORTHWEST END OF GUYS SIDING,
 FE0558'SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE OF A
 FE0558'BLOCK SIGNAL, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT
 FE0558'LEVEL WITH THE TRACK.  NOTE-- NGS CAP SET IN S. CORNER OF OLD RR
 FE0558'2.5 X 2.5 CONCRETE SIGN BASE.  1.5 ABOVE GROUND 0.5 FT BELOW
 FE0558'TRACK.  PLUS OR MINUS 350 FT NW FROM CENTERLINE ROAD AND RR
 FE0558'CROSSING IN GUYS, TENN. 7.2 NE FROM RAIL OF MAIN TRACK 23.8 N
 FE0558'FROM METAL POST OF RR TELEPHONE BOX.
 FE0558
 FE0558                          STATION RECOVERY (1972)
 FE0558
 FE0558'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0558'RECOVERED IN GOOD CONDITION.
 FE0558
 FE0558                          STATION RECOVERY (2002)
 FE0558
 FE0558'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0965 ***********************************************************************
 FE0965  DESIGNATION -  C 157
 FE0965  PID         -  FE0965
 FE0965  STATE/COUNTY-  TN/FAYETTE
 FE0965  USGS QUAD   -  MOSCOW (1965)
 FE0965
 FE0965                         *CURRENT SURVEY CONTROL
 FE0965  ___________________________________________________________________
 FE0965* NAD 83(1986)-  35 03 30.     (N)    089 28 38.     (W)     SCALED    
 FE0965* NAVD 88     -       101.663  (meters)     333.54   (feet)  ADJUSTED  
 FE0965  ___________________________________________________________________
 FE0965  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE0965  DYNAMIC HT  -         101.567 (meters)     333.22  (feet)  COMP
 FE0965  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FE0965
 FE0965  VERT ORDER  -  FIRST     CLASS II
 FE0965
 FE0965.The horizontal coordinates were scaled from a topographic map and have
 FE0965.an estimated accuracy of +/- 6 seconds.
 FE0965
 FE0965.The orthometric height was determined by differential leveling
 FE0965.and adjusted by the National Geodetic Survey in June 1991..
 FE0965
 FE0965.The geoid height was determined by GEOID03.
 FE0965
 FE0965.The dynamic height is computed by dividing the NAVD 88
 FE0965.geopotential number by the normal gravity value computed on the
 FE0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0965.degrees latitude (g = 980.6199 gals.).
 FE0965
 FE0965.The modeled gravity was interpolated from observed gravity values.
 FE0965
 FE0965;                    North         East    Units  Estimated Accuracy
 FE0965;SPC TN       -    86,080.      282,850.      MT  (+/- 180 meters Scaled)
 FE0965
 FE0965                          SUPERSEDED SURVEY CONTROL
 FE0965
 FE0965  NGVD 29 (??/??/??)  101.608  (m)          333.36   (f) ADJUSTED    1 2
 FE0965
 FE0965.Superseded values are not recommended for survey control.
 FE0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0965.See file dsdata.txt to determine how the superseded data were derived.
 FE0965
 FE0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD740823(NAD 83)
 FE0965_MARKER: DB = BENCH MARK DISK
 FE0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0965_STAMPING: C 157 1944
 FE0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0965+STABILITY: SURFACE MOTION
 FE0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0965+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE0965
 FE0965  HISTORY     - Date     Condition        Report By
 FE0965  HISTORY     - 1944     MONUMENTED       CGS
 FE0965  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0965  HISTORY     - 20020924 GOOD             USACE
 FE0965
 FE0965                          STATION DESCRIPTION
 FE0965
 FE0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0965'4.3 MI W FROM MOSCOW.
 FE0965'4.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0965'MOSCOW, FAYETTE COUNTY, ABOUT 400 FEET WEST OF MILEPOST 517,
 FE0965'ABOUT 400 FEET EAST OF BRIDGE 517.1, 49 FEET NORTH OF THE
 FE0965'CENTERLINE OF THE TRACK, 2 FEET WEST OF A WHITE WOODEN WITNESS
 FE0965'POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 FE0965'C 157 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0965'0.5 FOOT ABOVE GROUND.
 FE0965
 FE0965                          STATION RECOVERY (1983)
 FE0965
 FE0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0965'NOT SEARCHED FOR, LEVEL LINE REROUTED OFF RAILROAD AND ALONG STATE
 FE0965'HIGHWAY 57.
 FE0965
 FE0965                          STATION RECOVERY (2002)
 FE0965
 FE0965'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0548 ***********************************************************************
 FE0548  DESIGNATION -  C 158
 FE0548  PID         -  FE0548
 FE0548  STATE/COUNTY-  TN/MCNAIRY
 FE0548  USGS QUAD   -  PURDY (1984)
 FE0548
 FE0548                         *CURRENT SURVEY CONTROL
 FE0548  ___________________________________________________________________
 FE0548* NAD 83(1986)-  35 07 49.     (N)    088 36 29.     (W)     SCALED    
 FE0548* NAVD 88     -       127.803  (meters)     419.30   (feet)  ADJUSTED  
 FE0548  ___________________________________________________________________
 FE0548  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0548  DYNAMIC HT  -         127.683 (meters)     418.91  (feet)  COMP
 FE0548  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FE0548
 FE0548  VERT ORDER  -  FIRST     CLASS II
 FE0548
 FE0548.The horizontal coordinates were scaled from a topographic map and have
 FE0548.an estimated accuracy of +/- 6 seconds.
 FE0548
 FE0548.The orthometric height was determined by differential leveling
 FE0548.and adjusted by the National Geodetic Survey in June 1991..
 FE0548
 FE0548.The geoid height was determined by GEOID03.
 FE0548
 FE0548.The dynamic height is computed by dividing the NAVD 88
 FE0548.geopotential number by the normal gravity value computed on the
 FE0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0548.degrees latitude (g = 980.6199 gals.).
 FE0548
 FE0548.The modeled gravity was interpolated from observed gravity values.
 FE0548
 FE0548;                    North         East    Units  Estimated Accuracy
 FE0548;SPC TN       -    91,590.      362,320.      MT  (+/- 180 meters Scaled)
 FE0548
 FE0548                          SUPERSEDED SURVEY CONTROL
 FE0548
 FE0548  NGVD 29 (??/??/??)  127.797  (m)          419.28   (f) ADJUSTED    1 2
 FE0548
 FE0548.Superseded values are not recommended for survey control.
 FE0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0548.See file dsdata.txt to determine how the superseded data were derived.
 FE0548
 FE0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD534886(NAD 83)
 FE0548_MARKER: DB = BENCH MARK DISK
 FE0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0548_STAMPING: C 158 1944
 FE0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0548+STABILITY: SURFACE MOTION
 FE0548
 FE0548  HISTORY     - Date     Condition        Report By
 FE0548  HISTORY     - 1944     MONUMENTED       CGS
 FE0548  HISTORY     - 1948     GOOD             CGS
 FE0548  HISTORY     - 1972     GOOD             TVA
 FE0548
 FE0548                          STATION DESCRIPTION
 FE0548
 FE0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0548'2.9 MI SW FROM SELMER.
 FE0548'ABOUT 2.9 MILES SOUTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0548'RAILROAD FROM THE STATION AT SELMER, ABOUT 0.2 MILE SOUTH OF
 FE0548'A POWER TRANSMISSION LINE CROSSING RAILROAD, ABOUT 110 YARDS
 FE0548'NORTH OF MILE POST 345, AT A PRIVATE ROAD CROSSING WITH WOODEN
 FE0548'BRIDGE ON ROAD TO WEST, 37 FEET WEST OF THE WEST RAIL, 20 FEET
 FE0548'NORTH OF THE NORTH EDGE OF THE WOODEN BRIDGE, 50 FEET NORTHWEST
 FE0548'OF THE CENTER OF THE CROSSING, ABOUT 2 FEET WEST OF BEING IN
 FE0548'LINE WITH THE ROW OF POLES, 2 FEET SOUTH OF A WHITE WOODEN
 FE0548'WITNESS POST, ABOUT 7 FEET BELOW THE TRACK AND SET IN THE TOP
 FE0548'OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- A STEEL POST WAS
 FE0548'SET 2 FEET SOUTH OF MARKER.  NOTE-- ROAD CROSSING HAS BEEN
 FE0548'ABANDON.
 FE0548
 FE0548                          STATION RECOVERY (1972)
 FE0548
 FE0548'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0504 ***********************************************************************
 FE0504  DESIGNATION -  C 159
 FE0504  PID         -  FE0504
 FE0504  STATE/COUNTY-  TN/CHESTER
 FE0504  USGS QUAD   -  HENDERSON (1983)
 FE0504
 FE0504                         *CURRENT SURVEY CONTROL
 FE0504  ___________________________________________________________________
 FE0504* NAD 83(1986)-  35 25 18.     (N)    088 37 52.     (W)     SCALED    
 FE0504* NAVD 88     -       122.748  (meters)     402.72   (feet)  ADJUSTED  
 FE0504  ___________________________________________________________________
 FE0504  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FE0504  DYNAMIC HT  -         122.635 (meters)     402.35  (feet)  COMP
 FE0504  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FE0504
 FE0504  VERT ORDER  -  FIRST     CLASS II
 FE0504
 FE0504.The horizontal coordinates were scaled from a topographic map and have
 FE0504.an estimated accuracy of +/- 6 seconds.
 FE0504
 FE0504.The orthometric height was determined by differential leveling
 FE0504.and adjusted by the National Geodetic Survey in June 1991..
 FE0504
 FE0504.The geoid height was determined by GEOID03.
 FE0504
 FE0504.The dynamic height is computed by dividing the NAVD 88
 FE0504.geopotential number by the normal gravity value computed on the
 FE0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0504.degrees latitude (g = 980.6199 gals.).
 FE0504
 FE0504.The modeled gravity was interpolated from observed gravity values.
 FE0504
 FE0504;                    North         East    Units  Estimated Accuracy
 FE0504;SPC TN       -   123,960.      361,080.      MT  (+/- 180 meters Scaled)
 FE0504
 FE0504                          SUPERSEDED SURVEY CONTROL
 FE0504
 FE0504  NGVD 29 (??/??/??)  122.764  (m)          402.77   (f) ADJUSTED    1 2
 FE0504
 FE0504.Superseded values are not recommended for survey control.
 FE0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0504.See file dsdata.txt to determine how the superseded data were derived.
 FE0504
 FE0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE519210(NAD 83)
 FE0504_MARKER: DB = BENCH MARK DISK
 FE0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0504_SP_SET: CONCRETE BASE
 FE0504_STAMPING: C 159 1944
 FE0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0504
 FE0504  HISTORY     - Date     Condition        Report By
 FE0504  HISTORY     - 1944     MONUMENTED       CGS
 FE0504  HISTORY     - 1948     GOOD             CGS
 FE0504
 FE0504                          STATION DESCRIPTION
 FE0504
 FE0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0504'1.1 MI S FROM HENDERSON.
 FE0504'ABOUT 1.1 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0504'FROM THE STATION AT HENDERSON, ABOUT 0.3 MILE SOUTH OF MILE POST
 FE0504'368, 95 YARDS SOUTH OF THE SOUTH END OF TRESTLE NO. 367/72, ABOUT
 FE0504'0.1 MILE SOUTH OF A SIGN STATION 1 MILE, SET IN THE TOP OF THE
 FE0504'SOUTHWEST CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL NO. 367.8,
 FE0504'7.5 FEET EAST OF THE EAST RAIL AND ABOUT 0.5 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0500 ***********************************************************************
 FC0500  DESIGNATION -  C 16
 FC0500  PID         -  FC0500
 FC0500  STATE/COUNTY-  TN/MCMINN
 FC0500  USGS QUAD   -  ETOWAH (1975)
 FC0500
 FC0500                         *CURRENT SURVEY CONTROL
 FC0500  ___________________________________________________________________
 FC0500* NAD 83(1986)-  35 17 13.     (N)    084 32 13.     (W)     SCALED    
 FC0500* NAVD 88     -       232.199  (meters)     761.81   (feet)  ADJUSTED  
 FC0500  ___________________________________________________________________
 FC0500  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC0500  DYNAMIC HT  -         231.974 (meters)     761.07  (feet)  COMP
 FC0500  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC0500
 FC0500  VERT ORDER  -  SECOND    CLASS 0
 FC0500
 FC0500.The horizontal coordinates were scaled from a topographic map and have
 FC0500.an estimated accuracy of +/- 6 seconds.
 FC0500
 FC0500.The orthometric height was determined by differential leveling
 FC0500.and adjusted by the National Geodetic Survey in June 1991..
 FC0500
 FC0500.The geoid height was determined by GEOID03.
 FC0500
 FC0500.The dynamic height is computed by dividing the NAVD 88
 FC0500.geopotential number by the normal gravity value computed on the
 FC0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0500.degrees latitude (g = 980.6199 gals.).
 FC0500
 FC0500.The modeled gravity was interpolated from observed gravity values.
 FC0500
 FC0500;                    North         East    Units  Estimated Accuracy
 FC0500;SPC TN       -   106,800.      733,090.      MT  (+/- 180 meters Scaled)
 FC0500
 FC0500                          SUPERSEDED SURVEY CONTROL
 FC0500
 FC0500  NGVD 29 (??/??/92)  232.275  (m)          762.06   (f) ADJ UNCH    2 0
 FC0500
 FC0500.Superseded values are not recommended for survey control.
 FC0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0500.See file dsdata.txt to determine how the superseded data were derived.
 FC0500
 FC0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE239076(NAD 83)
 FC0500_MARKER: DB = BENCH MARK DISK
 FC0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0500_SP_SET: BRIDGE
 FC0500_STAMPING: C 16 1933
 FC0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0500
 FC0500  HISTORY     - Date     Condition        Report By
 FC0500  HISTORY     - 1933     MONUMENTED       CGS
 FC0500  HISTORY     - 1949     GOOD             NGS
 FC0500
 FC0500                          STATION DESCRIPTION
 FC0500
 FC0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0500'2.6 MI S FROM ETOWAH.
 FC0500'2.6 MILES SOUTH ALONG THE OLD MAIN LINE OF THE LOUISVILLE AND
 FC0500'NASHVILLE RAILROAD FROM ETOWAH, MC MINN COUNTY, 17 RAILS SOUTHEAST
 FC0500'OF CAMBRIA, 235 FEET SOUTHEAST OF MILEPOST L 337, 5.3 FEET
 FC0500'WEST OF THE WEST RAIL, AND IN THE TOP OF THE NORTHWEST STONE
 FC0500'ABUTMENT OF BRIDGE 23, 2.5 FEET EAST OF THE WEST FACE, AND
 FC0500'1.3 FEET NORTH OF THE SOUTH FACE OF THE ABUTMENT.  A STANDARD
 FC0500'DISK, STAMPED C 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0714 ***********************************************************************
 FE0714  DESIGNATION -  C 160
 FE0714  PID         -  FE0714
 FE0714  STATE/COUNTY-  TN/MADISON
 FE0714  USGS QUAD   -  JACKSON NORTH (1983)
 FE0714
 FE0714                         *CURRENT SURVEY CONTROL
 FE0714  ___________________________________________________________________
 FE0714* NAD 83(1986)-  35 39 38.     (N)    088 47 05.     (W)     SCALED    
 FE0714* NAVD 88     -       150.681  (meters)     494.36   (feet)  ADJUSTED  
 FE0714  ___________________________________________________________________
 FE0714  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0714  DYNAMIC HT  -         150.546 (meters)     493.92  (feet)  COMP
 FE0714  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 FE0714
 FE0714  VERT ORDER  -  FIRST     CLASS II
 FE0714
 FE0714.The horizontal coordinates were scaled from a topographic map and have
 FE0714.an estimated accuracy of +/- 6 seconds.
 FE0714
 FE0714.The orthometric height was determined by differential leveling
 FE0714.and adjusted by the National Geodetic Survey in June 1991..
 FE0714
 FE0714.The geoid height was determined by GEOID03.
 FE0714
 FE0714.The dynamic height is computed by dividing the NAVD 88
 FE0714.geopotential number by the normal gravity value computed on the
 FE0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0714.degrees latitude (g = 980.6199 gals.).
 FE0714
 FE0714.The modeled gravity was interpolated from observed gravity values.
 FE0714
 FE0714;                    North         East    Units  Estimated Accuracy
 FE0714;SPC TN       -   150,840.      347,890.      MT  (+/- 180 meters Scaled)
 FE0714
 FE0714                          SUPERSEDED SURVEY CONTROL
 FE0714
 FE0714  NGVD 29 (??/??/??)  150.717  (m)          494.48   (f) ADJUSTED    1 2
 FE0714
 FE0714.Superseded values are not recommended for survey control.
 FE0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0714.See file dsdata.txt to determine how the superseded data were derived.
 FE0714
 FE0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE384477(NAD 83)
 FE0714_MARKER: DB = BENCH MARK DISK
 FE0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0714_STAMPING: C 160 1944
 FE0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0714+STABILITY: SURFACE MOTION
 FE0714
 FE0714  HISTORY     - Date     Condition        Report By
 FE0714  HISTORY     - 1944     MONUMENTED       CGS
 FE0714  HISTORY     - 1948     GOOD             CGS
 FE0714
 FE0714                          STATION DESCRIPTION
 FE0714
 FE0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0714'3.1 MI N FROM JACKSON.
 FE0714'ABOUT 3.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0714'THE UNION STATION AT JACKSON, 155 YARDS SOUTH OF MILE POST C 467,
 FE0714'AT A PRIVATE ROAD CROSSING, 26.2 FEET WEST OF THE WEST RAIL,
 FE0714'17 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, 42 FEET
 FE0714'SOUTH AND ACROSS THE ROAD FROM A TELEPHONE POLE, 1.5 FEET WEST
 FE0714'OF A WHITE WOODEN WITNESS POST, ABOUT 7 FEET ABOVE THE TRACK AND
 FE0714'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0376 ***********************************************************************
 GD0376  DESIGNATION -  C 161
 GD0376  PID         -  GD0376
 GD0376  STATE/COUNTY-  TN/GIBSON
 GD0376  USGS QUAD   -  BRADFORD (1985)
 GD0376
 GD0376                         *CURRENT SURVEY CONTROL
 GD0376  ___________________________________________________________________
 GD0376* NAD 83(1986)-  36 01 02.     (N)    088 48 28.     (W)     SCALED    
 GD0376* NAVD 88     -       121.900  (meters)     399.93   (feet)  ADJUSTED  
 GD0376  ___________________________________________________________________
 GD0376  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0376  DYNAMIC HT  -         121.796 (meters)     399.59  (feet)  COMP
 GD0376  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 GD0376
 GD0376  VERT ORDER  -  FIRST     CLASS II
 GD0376
 GD0376.The horizontal coordinates were scaled from a topographic map and have
 GD0376.an estimated accuracy of +/- 6 seconds.
 GD0376
 GD0376.The orthometric height was determined by differential leveling
 GD0376.and adjusted by the National Geodetic Survey in June 1991..
 GD0376
 GD0376.The geoid height was determined by GEOID03.
 GD0376
 GD0376.The dynamic height is computed by dividing the NAVD 88
 GD0376.geopotential number by the normal gravity value computed on the
 GD0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0376.degrees latitude (g = 980.6199 gals.).
 GD0376
 GD0376.The modeled gravity was interpolated from observed gravity values.
 GD0376
 GD0376;                    North         East    Units  Estimated Accuracy
 GD0376;SPC TN       -   190,460.      346,940.      MT  (+/- 180 meters Scaled)
 GD0376
 GD0376                          SUPERSEDED SURVEY CONTROL
 GD0376
 GD0376  NGVD 29 (??/??/??)  121.944  (m)          400.08   (f) ADJUSTED    1 2
 GD0376
 GD0376.Superseded values are not recommended for survey control.
 GD0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0376.See file dsdata.txt to determine how the superseded data were derived.
 GD0376
 GD0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE370873(NAD 83)
 GD0376_MARKER: DB = BENCH MARK DISK
 GD0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0376_STAMPING: C 161 1944
 GD0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0376+STABILITY: SURFACE MOTION
 GD0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0376+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0376
 GD0376  HISTORY     - Date     Condition        Report By
 GD0376  HISTORY     - 1944     MONUMENTED       CGS
 GD0376  HISTORY     - 1948     GOOD             CGS
 GD0376  HISTORY     - 1967     GOOD             CGS
 GD0376  HISTORY     - 1990     GOOD             USPSQD
 GD0376  HISTORY     - 20020826 GOOD             USACE
 GD0376
 GD0376                          STATION DESCRIPTION
 GD0376
 GD0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0376'4.2 MI S FROM BRADFORD.
 GD0376'ABOUT 4.15 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0376'THE STATION AT BRADFORD, ABOUT 0.2 MILE NORTHWEST OF A PUBLIC
 GD0376'ROAD CROSSING, 122 YARDS SOUTHEAST OF MILE POST C 441, 30.5
 GD0376'FEET NORTHEAST OF THE NORTHEAST RAIL, 33 FEET SOUTHWEST OF THE
 GD0376'CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACKS, ON TOP OF
 GD0376'A SMALL RIDGE BETWEEN THE ROAD AND TRACK, 2 FEET NORTHWEST OF A
 GD0376'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 GD0376'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE MARK
 GD0376'IS NOW 0.7 OF A FOOT NE OF A METAL WITNESS POST AND SIGN.
 GD0376
 GD0376                          STATION RECOVERY (1967)
 GD0376
 GD0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0376'RECOVERED IN GOOD CONDITION.
 GD0376
 GD0376                          STATION RECOVERY (1990)
 GD0376
 GD0376'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0376'RECOVERED IN GOOD CONDITION.
 GD0376
 GD0376                          STATION RECOVERY (2002)
 GD0376
 GD0376'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0376'GRAVEL ROAD PARALLELING TRACKS IS VERNON WHITE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0331 ***********************************************************************
 GD0331  DESIGNATION -  C 162
 GD0331  PID         -  GD0331
 GD0331  STATE/COUNTY-  TN/WEAKLEY
 GD0331  USGS QUAD   -  MARTIN (1983)
 GD0331
 GD0331                         *CURRENT SURVEY CONTROL
 GD0331  ___________________________________________________________________
 GD0331* NAD 83(1986)-  36 20 19.     (N)    088 51 00.     (W)     SCALED    
 GD0331* NAVD 88     -       121.084  (meters)     397.26   (feet)  ADJUSTED  
 GD0331  ___________________________________________________________________
 GD0331  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0331  DYNAMIC HT  -         120.986 (meters)     396.93  (feet)  COMP
 GD0331  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 GD0331
 GD0331  VERT ORDER  -  FIRST     CLASS II
 GD0331
 GD0331.The horizontal coordinates were scaled from a topographic map and have
 GD0331.an estimated accuracy of +/- 6 seconds.
 GD0331
 GD0331.The orthometric height was determined by differential leveling
 GD0331.and adjusted by the National Geodetic Survey in June 1991..
 GD0331
 GD0331.The geoid height was determined by GEOID03.
 GD0331
 GD0331.The dynamic height is computed by dividing the NAVD 88
 GD0331.geopotential number by the normal gravity value computed on the
 GD0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0331.degrees latitude (g = 980.6199 gals.).
 GD0331
 GD0331.The modeled gravity was interpolated from observed gravity values.
 GD0331
 GD0331;                    North         East    Units  Estimated Accuracy
 GD0331;SPC TN       -   226,210.      344,180.      MT  (+/- 180 meters Scaled)
 GD0331
 GD0331                          SUPERSEDED SURVEY CONTROL
 GD0331
 GD0331  NGVD 29 (??/??/??)  121.095  (m)          397.29   (f) ADJUSTED    1 2
 GD0331
 GD0331.Superseded values are not recommended for survey control.
 GD0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0331.See file dsdata.txt to determine how the superseded data were derived.
 GD0331
 GD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF339230(NAD 83)
 GD0331_MARKER: DB = BENCH MARK DISK
 GD0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0331_STAMPING: C 162 1944
 GD0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0331+STABILITY: SURFACE MOTION
 GD0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0331+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0331
 GD0331  HISTORY     - Date     Condition        Report By
 GD0331  HISTORY     - 1944     MONUMENTED       CGS
 GD0331  HISTORY     - 1948     GOOD             CGS
 GD0331  HISTORY     - 1967     GOOD             CGS
 GD0331  HISTORY     - 20020820 GOOD             USACE
 GD0331
 GD0331                          STATION DESCRIPTION
 GD0331
 GD0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0331'AT MARTIN.
 GD0331'AT MARTIN, ABOUT 0.5 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 GD0331'RAILROAD FROM THE UNION STATION, ABOUT 0.1 MILE SOUTH OF A
 GD0331'STREET CROSSING, 78.5 FEET NORTH OF MILE POST C-418, AT THE NORTH
 GD0331'END OF A FILL, 20.5 FEET WEST OF THE WEST RAIL, 13 FEET EAST OF
 GD0331'THE CENTER LINE OF A STREET PARALLELING THE TRACK, 50 FEET NORTH
 GD0331'OF THE PROLONGED CENTER LINE OF A STREET WEST, 3 FEET EAST OF A
 GD0331'TELEPHONE POLE, 82 SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE
 GD0331'WITH ASBESTOS SHINGLE SIDING, 2.5 FEET NORTH OF A WHITE WOODEN
 GD0331'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 GD0331'CONCRETE POST PROJECTING 1 INCH.  NOTE-- NO STEEL WITNESS POST
 GD0331'WAS SET AT THIS MARK BECAUSE IT IS NOW IN A MOWED AREA.
 GD0331
 GD0331                          STATION RECOVERY (1967)
 GD0331
 GD0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0331'RECOVERED IN GOOD CONDITION.
 GD0331
 GD0331                          STATION RECOVERY (2002)
 GD0331
 GD0331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1843 ***********************************************************************
 GA1843  DESIGNATION -  C 163
 GA1843  PID         -  GA1843
 GA1843  STATE/COUNTY-  TN/HAWKINS
 GA1843  USGS QUAD   -  BULLS GAP (1976)
 GA1843
 GA1843                         *CURRENT SURVEY CONTROL
 GA1843  ___________________________________________________________________
 GA1843* NAD 83(1986)-  36 17 35.     (N)    083 02 18.     (W)     SCALED    
 GA1843* NAVD 88     -       369.949  (meters)    1213.74   (feet)  ADJUSTED  
 GA1843  ___________________________________________________________________
 GA1843  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1843  DYNAMIC HT  -         369.610 (meters)    1212.63  (feet)  COMP
 GA1843  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 GA1843
 GA1843  VERT ORDER  -  FIRST     CLASS I
 GA1843
 GA1843.The horizontal coordinates were scaled from a topographic map and have
 GA1843.an estimated accuracy of +/- 6 seconds.
 GA1843
 GA1843.The orthometric height was determined by differential leveling
 GA1843.and adjusted by the National Geodetic Survey in June 1991..
 GA1843
 GA1843.The geoid height was determined by GEOID03.
 GA1843
 GA1843.The dynamic height is computed by dividing the NAVD 88
 GA1843.geopotential number by the normal gravity value computed on the
 GA1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1843.degrees latitude (g = 980.6199 gals.).
 GA1843
 GA1843.The modeled gravity was interpolated from observed gravity values.
 GA1843
 GA1843;                    North         East    Units  Estimated Accuracy
 GA1843;SPC TN       -   221,460.      866,000.      MT  (+/- 180 meters Scaled)
 GA1843
 GA1843                          SUPERSEDED SURVEY CONTROL
 GA1843
 GA1843  NGVD 29 (??/??/92)  370.104  (m)         1214.25   (f) ADJ UNCH    1 1
 GA1843
 GA1843.Superseded values are not recommended for survey control.
 GA1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1843.See file dsdata.txt to determine how the superseded data were derived.
 GA1843
 GA1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA169183(NAD 83)
 GA1843_MARKER: DB = BENCH MARK DISK
 GA1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1843_STAMPING: C 163 1967
 GA1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1843+STABILITY: SURFACE MOTION
 GA1843
 GA1843  HISTORY     - Date     Condition        Report By
 GA1843  HISTORY     - 1967     MONUMENTED       CGS
 GA1843
 GA1843                          STATION DESCRIPTION
 GA1843
 GA1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1843'4 MI NE FROM BULLS GAP.
 GA1843'ABOUT 4.05 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1843'RAILROAD FROM THE STATION AT BULLS GAP, 0.2 MILE NORTHEAST OF
 GA1843'MILEPOST 83, 0.05 MILE NORTHEAST OF THE CROSSING OF THE RAILROAD
 GA1843'AND A PRIVATE ROAD, 17 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GA1843'TRACK, 24 FEET NORTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY,
 GA1843'5 1/2 FEET SOUTHWEST OF A POLE, 1.5 FEET NORTHEAST OF A METAL
 GA1843'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 GA1843'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1761 ***********************************************************************
 GA1761  DESIGNATION -  C 164
 GA1761  PID         -  GA1761
 GA1761  STATE/COUNTY-  TN/COCKE
 GA1761  USGS QUAD   -  RANKIN (1980)
 GA1761
 GA1761                         *CURRENT SURVEY CONTROL
 GA1761  ___________________________________________________________________
 GA1761* NAD 83(1986)-  36 05 10.     (N)    083 14 56.     (W)     SCALED    
 GA1761* NAVD 88     -       310.772  (meters)    1019.59   (feet)  ADJUSTED  
 GA1761  ___________________________________________________________________
 GA1761  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1761  DYNAMIC HT  -         310.482 (meters)    1018.64  (feet)  COMP
 GA1761  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 GA1761
 GA1761  VERT ORDER  -  FIRST     CLASS I
 GA1761
 GA1761.The horizontal coordinates were scaled from a topographic map and have
 GA1761.an estimated accuracy of +/- 6 seconds.
 GA1761
 GA1761.The orthometric height was determined by differential leveling
 GA1761.and adjusted by the National Geodetic Survey in June 1991..
 GA1761
 GA1761.The geoid height was determined by GEOID03.
 GA1761
 GA1761.The dynamic height is computed by dividing the NAVD 88
 GA1761.geopotential number by the normal gravity value computed on the
 GA1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1761.degrees latitude (g = 980.6199 gals.).
 GA1761
 GA1761.The modeled gravity was interpolated from observed gravity values.
 GA1761
 GA1761;                    North         East    Units  Estimated Accuracy
 GA1761;SPC TN       -   197,950.      847,740.      MT  (+/- 180 meters Scaled)
 GA1761
 GA1761                          SUPERSEDED SURVEY CONTROL
 GA1761
 GA1761  NGVD 29 (??/??/92)  310.915  (m)         1020.06   (f) ADJ UNCH    1 1
 GA1761
 GA1761.Superseded values are not recommended for survey control.
 GA1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1761.See file dsdata.txt to determine how the superseded data were derived.
 GA1761
 GA1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV975958(NAD 83)
 GA1761_MARKER: DB = BENCH MARK DISK
 GA1761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1761_SP_SET: BRIDGE
 GA1761_STAMPING: C 164 1967
 GA1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1761
 GA1761  HISTORY     - Date     Condition        Report By
 GA1761  HISTORY     - 1967     MONUMENTED       CGS
 GA1761
 GA1761                          STATION DESCRIPTION
 GA1761
 GA1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1761'3 MI SE FROM WHITE PINE.
 GA1761'ABOUT 3.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1761'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 3 POLES NORTHWEST
 GA1761'OF MILEPOST 216, AT THE SOUTHEAST END OF A RAILROAD BRIDGE OVER
 GA1761'THE FRENCH BROAD RIVER, 6 1/2 FEET NORTHEAST OF THE NORTHEAST
 GA1761'RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHEAST END OF THE
 GA1761'NORTHEAST CONCRETE RETAINING WALL, AND ABOUT 1/2 FOOT BELOW THE
 GA1761'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0683 ***********************************************************************
 FB0683  DESIGNATION -  C 165
 FB0683  PID         -  FB0683
 FB0683  STATE/COUNTY-  TN/COCKE
 FB0683  USGS QUAD   -  PAINT ROCK (1991)
 FB0683
 FB0683                         *CURRENT SURVEY CONTROL
 FB0683  ___________________________________________________________________
 FB0683* NAD 83(1986)-  35 54 26.     (N)    082 59 04.     (W)     SCALED    
 FB0683* NAVD 88     -       354.682  (meters)    1163.65   (feet)  ADJUSTED  
 FB0683  ___________________________________________________________________
 FB0683  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB0683  DYNAMIC HT  -         354.340 (meters)    1162.53  (feet)  COMP
 FB0683  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FB0683
 FB0683  VERT ORDER  -  FIRST     CLASS I
 FB0683
 FB0683.The horizontal coordinates were scaled from a topographic map and have
 FB0683.an estimated accuracy of +/- 6 seconds.
 FB0683
 FB0683.The orthometric height was determined by differential leveling
 FB0683.and adjusted by the National Geodetic Survey in June 1991..
 FB0683
 FB0683.The geoid height was determined by GEOID03.
 FB0683
 FB0683.The dynamic height is computed by dividing the NAVD 88
 FB0683.geopotential number by the normal gravity value computed on the
 FB0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0683.degrees latitude (g = 980.6199 gals.).
 FB0683
 FB0683.The modeled gravity was interpolated from observed gravity values.
 FB0683
 FB0683;                    North         East    Units  Estimated Accuracy
 FB0683;SPC TN       -   178,820.      872,160.      MT  (+/- 180 meters Scaled)
 FB0683
 FB0683                          SUPERSEDED SURVEY CONTROL
 FB0683
 FB0683  NGVD 29 (??/??/92)  354.832  (m)         1164.14   (f) ADJ UNCH    1 1
 FB0683
 FB0683.Superseded values are not recommended for survey control.
 FB0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0683.See file dsdata.txt to determine how the superseded data were derived.
 FB0683
 FB0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV209754(NAD 83)
 FB0683_MARKER: DB = BENCH MARK DISK
 FB0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0683_STAMPING: C 165 1967
 FB0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0683+STABILITY: SURFACE MOTION
 FB0683
 FB0683  HISTORY     - Date     Condition        Report By
 FB0683  HISTORY     - 1967     MONUMENTED       CGS
 FB0683
 FB0683                          STATION DESCRIPTION
 FB0683
 FB0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0683'2.9 MI E FROM DEL RIO.
 FB0683'ABOUT 2.9 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0683'FROM THE STATION AT DEL RIO, 19 RAILS NORTHWEST OF MILEPOST
 FB0683'192, 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 41 FEET
 FB0683'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A
 FB0683'PRIVATE ROAD, 33 FEET NORTHWEST OF THE CENTERLINE OF A TRAIL ROAD,
 FB0683'11 1/2 FEET SOUTHEAST OF A POLE WHICH IS BRACED BY A GUY WIRE,
 FB0683'2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 FB0683'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 FB0683'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0204 ***********************************************************************
 GD0204  DESIGNATION -  C 166
 GD0204  PID         -  GD0204
 GD0204  STATE/COUNTY-  TN/HENRY
 GD0204  USGS QUAD   -  PARIS LANDING (1981)
 GD0204
 GD0204                         *CURRENT SURVEY CONTROL
 GD0204  ___________________________________________________________________
 GD0204* NAD 83(1986)-  36 25 36.     (N)    088 05 52.     (W)     SCALED    
 GD0204* NAVD 88     -       129.284  (meters)     424.16   (feet)  ADJUSTED  
 GD0204  ___________________________________________________________________
 GD0204  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GD0204  DYNAMIC HT  -         129.178 (meters)     423.81  (feet)  COMP
 GD0204  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 GD0204
 GD0204  VERT ORDER  -  FIRST     CLASS II
 GD0204
 GD0204.The horizontal coordinates were scaled from a topographic map and have
 GD0204.an estimated accuracy of +/- 6 seconds.
 GD0204
 GD0204.The orthometric height was determined by differential leveling
 GD0204.and adjusted by the National Geodetic Survey in June 1991..
 GD0204
 GD0204.The geoid height was determined by GEOID03.
 GD0204
 GD0204.The dynamic height is computed by dividing the NAVD 88
 GD0204.geopotential number by the normal gravity value computed on the
 GD0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0204.degrees latitude (g = 980.6199 gals.).
 GD0204
 GD0204.The modeled gravity was interpolated from observed gravity values.
 GD0204
 GD0204;                    North         East    Units  Estimated Accuracy
 GD0204;SPC TN       -   234,270.      411,900.      MT  (+/- 180 meters Scaled)
 GD0204
 GD0204                          SUPERSEDED SURVEY CONTROL
 GD0204
 GD0204  NGVD 29 (??/??/??)  129.328  (m)          424.30   (f) ADJUSTED    1 2
 GD0204
 GD0204.Superseded values are not recommended for survey control.
 GD0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0204.See file dsdata.txt to determine how the superseded data were derived.
 GD0204
 GD0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF015318(NAD 83)
 GD0204_MARKER: DB = BENCH MARK DISK
 GD0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0204_STAMPING: C 166 1947
 GD0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0204+STABILITY: SURFACE MOTION
 GD0204
 GD0204  HISTORY     - Date     Condition        Report By
 GD0204  HISTORY     - 1947     MONUMENTED       CGS
 GD0204  HISTORY     - 1971     GOOD             NGS
 GD0204
 GD0204                          STATION DESCRIPTION
 GD0204
 GD0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0204'18 MI NE FROM PARIS.
 GD0204'ABOUT 16.9 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0204'COURTHOUSE AT PARIS, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG OLD
 GD0204'STATE HIGHWAY 76, AND THENCE ABOUT 0.6 MILE SOUTH ALONG THE
 GD0204'GRAVEL ROAD LEADING TO THE EAGLE CREEK MALARIA CONTROL OPERATION
 GD0204'BASE, ABOUT 0.2 MILE EAST OF THE OPERATION BASE, AT THE JUNCTION
 GD0204'OF A DIM ROAD LEADING SOUTH TO THE LAKE, 37 FEET SOUTHEAST OF THE
 GD0204'CENTER LINE OF THE GRAVEL ROAD, 30 FEET WEST OF THE CENTER LINE
 GD0204'OF THE DIM ROAD, 28 FEET NORTH OF A BLAZED 32-INCH OAK TREE, 4
 GD0204'FEET SOUTHWEST OF AN 8-INCH BLAZED TREE, ABOUT 2 FEET HIGHER THAN
 GD0204'THE GRAVEL ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 GD0204'ABOUT 4 INCHES.
 GD0204
 GD0204                          STATION RECOVERY (1971)
 GD0204
 GD0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1655 ***********************************************************************
 GC1655  DESIGNATION -  C 167
 GC1655  PID         -  GC1655
 GC1655  STATE/COUNTY-  TN/HOUSTON
 GC1655  USGS QUAD   -  STEWART (1982)
 GC1655
 GC1655                         *CURRENT SURVEY CONTROL
 GC1655  ___________________________________________________________________
 GC1655* NAD 83(1986)-  36 19 17.     (N)    087 51 08.     (W)     SCALED    
 GC1655* NAVD 88     -       144.589  (meters)     474.37   (feet)  ADJUSTED  
 GC1655  ___________________________________________________________________
 GC1655  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GC1655  DYNAMIC HT  -         144.468 (meters)     473.98  (feet)  COMP
 GC1655  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 GC1655
 GC1655  VERT ORDER  -  FIRST     CLASS II
 GC1655
 GC1655.The horizontal coordinates were scaled from a topographic map and have
 GC1655.an estimated accuracy of +/- 6 seconds.
 GC1655
 GC1655.The orthometric height was determined by differential leveling
 GC1655.and adjusted by the National Geodetic Survey in June 1991..
 GC1655
 GC1655.The geoid height was determined by GEOID03.
 GC1655
 GC1655.The dynamic height is computed by dividing the NAVD 88
 GC1655.geopotential number by the normal gravity value computed on the
 GC1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1655.degrees latitude (g = 980.6199 gals.).
 GC1655
 GC1655.The modeled gravity was interpolated from observed gravity values.
 GC1655
 GC1655;                    North         East    Units  Estimated Accuracy
 GC1655;SPC TN       -   222,150.      433,690.      MT  (+/- 180 meters Scaled)
 GC1655
 GC1655                          SUPERSEDED SURVEY CONTROL
 GC1655
 GC1655  NGVD 29 (??/??/92)  144.626  (m)          474.49   (f) ADJ UNCH    1 2
 GC1655
 GC1655.Superseded values are not recommended for survey control.
 GC1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1655.See file dsdata.txt to determine how the superseded data were derived.
 GC1655
 GC1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF235199(NAD 83)
 GC1655_MARKER: DB = BENCH MARK DISK
 GC1655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1655_SP_SET: BRIDGE ABUTMENT
 GC1655_STAMPING: C 167 1947
 GC1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1655
 GC1655  HISTORY     - Date     Condition        Report By
 GC1655  HISTORY     - 1947     MONUMENTED       CGS
 GC1655  HISTORY     - 1972     GOOD             TVA
 GC1655  HISTORY     - 1987     GOOD             USPSQD
 GC1655
 GC1655                          STATION DESCRIPTION
 GC1655
 GC1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1655'0.6 MI W FROM STEWART.
 GC1655'0.6 MILE WEST ALONG THE DANVILLE-STEWART ROAD FROM THE LOUISVILLE
 GC1655'AND NASHVILLE RAILROAD STATION AT STEWART, AT AN 8-FOOT WOODEN
 GC1655'BRIDGE OVER A SMALL STREAM, IN THE TOP OF THE NORTH END OF THE
 GC1655'EAST CONCRETE ABUTMENT, 18 FEET EAST OF TELEPHONE POLE 3890, 12
 GC1655'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT
 GC1655'LOWER THAN THE BRIDGE FLOOR.
 GC1655
 GC1655                          STATION RECOVERY (1972)
 GC1655
 GC1655'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1655'RECOVERED IN GOOD CONDITION.
 GC1655
 GC1655                          STATION RECOVERY (1987)
 GC1655
 GC1655'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1567 ***********************************************************************
 GC1567  DESIGNATION -  C 168
 GC1567  PID         -  GC1567
 GC1567  STATE/COUNTY-  TN/HUMPHREYS
 GC1567  USGS QUAD   -  WAVERLY (1987)
 GC1567
 GC1567                         *CURRENT SURVEY CONTROL
 GC1567  ___________________________________________________________________
 GC1567* NAD 83(1986)-  36 04 49.     (N)    087 52 01.     (W)     SCALED    
 GC1567* NAVD 88     -       136.355  (meters)     447.36   (feet)  ADJUSTED  
 GC1567  ___________________________________________________________________
 GC1567  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1567  DYNAMIC HT  -         136.238 (meters)     446.97  (feet)  COMP
 GC1567  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC1567
 GC1567  VERT ORDER  -  FIRST     CLASS II
 GC1567
 GC1567.The horizontal coordinates were scaled from a topographic map and have
 GC1567.an estimated accuracy of +/- 6 seconds.
 GC1567
 GC1567.The orthometric height was determined by differential leveling
 GC1567.and adjusted by the National Geodetic Survey in June 1991..
 GC1567
 GC1567.The geoid height was determined by GEOID03.
 GC1567
 GC1567.The dynamic height is computed by dividing the NAVD 88
 GC1567.geopotential number by the normal gravity value computed on the
 GC1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1567.degrees latitude (g = 980.6199 gals.).
 GC1567
 GC1567.The modeled gravity was interpolated from observed gravity values.
 GC1567
 GC1567;                    North         East    Units  Estimated Accuracy
 GC1567;SPC TN       -   195,430.      431,860.      MT  (+/- 180 meters Scaled)
 GC1567
 GC1567                          SUPERSEDED SURVEY CONTROL
 GC1567
 GC1567  NGVD 29 (??/??/92)  136.387  (m)          447.46   (f) ADJ UNCH    1 2
 GC1567
 GC1567.Superseded values are not recommended for survey control.
 GC1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1567.See file dsdata.txt to determine how the superseded data were derived.
 GC1567
 GC1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE219932(NAD 83)
 GC1567_MARKER: DB = BENCH MARK DISK
 GC1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1567_STAMPING: C 168 1947
 GC1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1567+STABILITY: SURFACE MOTION
 GC1567
 GC1567  HISTORY     - Date     Condition        Report By
 GC1567  HISTORY     - 1947     MONUMENTED       CGS
 GC1567  HISTORY     - 1972     GOOD             TVA
 GC1567  HISTORY     - 1988     GOOD             USPSQD
 GC1567
 GC1567                          STATION DESCRIPTION
 GC1567
 GC1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1567'4.3 MI W FROM WAVERLY.
 GC1567'4.3 MILES WEST ALONG TH NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1567'RAILWAY FROM THE STATION AT WAVERLY, 49 FEET NORTHEAST OF THE
 GC1567'THIRD POLE WEST OF POLE 70/30, AT A PRIVATE-ROAD CROSSING, 24
 GC1567'FEET NORTHWEST OF THE NORTHWEST RAIL, 19 FEET SOUTHWEST OF THE
 GC1567'CENTER LINE OF THE ROAD, 3.5 FEET SOUTHEAST OF A FENCE, IN LINE
 GC1567'WITH A ROW OF POLES, ABOUT 1 FOOT LOWER THAN THE TRACK, AND IN
 GC1567'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1567'NOTE-- STEEL POST AND SURVEY MARKER SIGN SET AT MONUMENT.
 GC1567
 GC1567                          STATION RECOVERY (1972)
 GC1567
 GC1567'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1567'RECOVERED IN GOOD CONDITION.
 GC1567
 GC1567                          STATION RECOVERY (1988)
 GC1567
 GC1567'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1268 ***********************************************************************
 FD1268  DESIGNATION -  C 169
 FD1268  PID         -  FD1268
 FD1268  STATE/COUNTY-  TN/DECATUR
 FD1268  USGS QUAD   -  DANIELS LANDING (1992)
 FD1268
 FD1268                         *CURRENT SURVEY CONTROL
 FD1268  ___________________________________________________________________
 FD1268* NAD 83(1986)-  35 47 45.     (N)    087 59 50.     (W)     SCALED    
 FD1268* NAVD 88     -       116.421  (meters)     381.96   (feet)  ADJUSTED  
 FD1268  ___________________________________________________________________
 FD1268  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD1268  DYNAMIC HT  -         116.321 (meters)     381.63  (feet)  COMP
 FD1268  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 FD1268
 FD1268  VERT ORDER  -  FIRST     CLASS II
 FD1268
 FD1268.The horizontal coordinates were scaled from a topographic map and have
 FD1268.an estimated accuracy of +/- 6 seconds.
 FD1268
 FD1268.The orthometric height was determined by differential leveling
 FD1268.and adjusted by the National Geodetic Survey in June 1991..
 FD1268
 FD1268.The geoid height was determined by GEOID03.
 FD1268
 FD1268.The dynamic height is computed by dividing the NAVD 88
 FD1268.geopotential number by the normal gravity value computed on the
 FD1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1268.degrees latitude (g = 980.6199 gals.).
 FD1268
 FD1268.The modeled gravity was interpolated from observed gravity values.
 FD1268
 FD1268;                    North         East    Units  Estimated Accuracy
 FD1268;SPC TN       -   164,110.      419,480.      MT  (+/- 180 meters Scaled)
 FD1268
 FD1268                          SUPERSEDED SURVEY CONTROL
 FD1268
 FD1268  NGVD 29 (??/??/92)  116.442  (m)          382.03   (f) ADJ UNCH    1 2
 FD1268
 FD1268.Superseded values are not recommended for survey control.
 FD1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1268.See file dsdata.txt to determine how the superseded data were derived.
 FD1268
 FD1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE098617(NAD 83)
 FD1268_MARKER: DB = BENCH MARK DISK
 FD1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1268_STAMPING: C 169 1947
 FD1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1268+STABILITY: SURFACE MOTION
 FD1268
 FD1268  HISTORY     - Date     Condition        Report By
 FD1268  HISTORY     - 1947     MONUMENTED       CGS
 FD1268  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1268
 FD1268                          STATION DESCRIPTION
 FD1268
 FD1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FD1268'18.7 MI NE FROM PARSONS.
 FD1268'ABOUT 15.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FD1268'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, THENCE
 FD1268'ABOUT 0.3 MILE EAST AND 1.2 MILES SOUTHEAST ALONG HOG CREEK ROAD,
 FD1268'AND THENCE ABOUT 2.0 MILES EAST ALONG THE EAST FORK OF HOG CREEK
 FD1268'ROAD, ABOUT 3.6 MILES SOUTHEAST OF THE POST OFFICE AT SUGAR TREE,
 FD1268'ABOUT 1.5 MILES WEST ALONG A VERY DIM ROAD FROM A POINT ON THE
 FD1268'WEST BANK OF TENNESSEE RIVER OPPOSITE BRITTS LANDING, ABOUT 100
 FD1268'YARDS SOUTHEAST OF AN ABANDONED FARMHOUSE, AT THE JUNCTION OF
 FD1268'A VERY DIM ROAD LEADING TO THE RIVER, 16 FEET NORTHEAST OF THE
 FD1268'CENTER LINE OF THE MAIN ROAD, 27 FEET SOUTHEAST OF THE CENTER
 FD1268'LINE OF THE DIM ROAD, 105 FEET WEST OF A 16-INCH BLAZED TREE, 11
 FD1268'FEET NORTH OF A 12-INCH BLAZED TREE, 2 FEET NORTHEAST OF A
 FD1268'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 FD1268'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 FD1268
 FD1268                          STATION RECOVERY (1973)
 FD1268
 FD1268'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1253 ***********************************************************************
 FD1253  DESIGNATION -  C 170
 FD1253  PID         -  FD1253
 FD1253  STATE/COUNTY-  TN/PERRY
 FD1253  USGS QUAD   -  POPE (1973)
 FD1253
 FD1253                         *CURRENT SURVEY CONTROL
 FD1253  ___________________________________________________________________
 FD1253* NAD 83(1986)-  35 33 09.     (N)    087 58 12.     (W)     SCALED    
 FD1253* NAVD 88     -       121.773  (meters)     399.52   (feet)  ADJUSTED  
 FD1253  ___________________________________________________________________
 FD1253  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1253  DYNAMIC HT  -         121.662 (meters)     399.15  (feet)  COMP
 FD1253  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FD1253
 FD1253  VERT ORDER  -  FIRST     CLASS II
 FD1253
 FD1253.The horizontal coordinates were scaled from a topographic map and have
 FD1253.an estimated accuracy of +/- 6 seconds.
 FD1253
 FD1253.The orthometric height was determined by differential leveling
 FD1253.and adjusted by the National Geodetic Survey in June 1991..
 FD1253
 FD1253.The geoid height was determined by GEOID03.
 FD1253
 FD1253.The dynamic height is computed by dividing the NAVD 88
 FD1253.geopotential number by the normal gravity value computed on the
 FD1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1253.degrees latitude (g = 980.6199 gals.).
 FD1253
 FD1253.The modeled gravity was interpolated from observed gravity values.
 FD1253
 FD1253;                    North         East    Units  Estimated Accuracy
 FD1253;SPC TN       -   137,060.      421,400.      MT  (+/- 180 meters Scaled)
 FD1253
 FD1253                          SUPERSEDED SURVEY CONTROL
 FD1253
 FD1253  NGVD 29 (??/??/92)  121.781  (m)          399.54   (f) ADJ UNCH    1 2
 FD1253
 FD1253.Superseded values are not recommended for survey control.
 FD1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1253.See file dsdata.txt to determine how the superseded data were derived.
 FD1253
 FD1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE120347(NAD 83)
 FD1253_MARKER: DD = SURVEY DISK
 FD1253_SETTING: 66 = SET IN ROCK OUTCROP
 FD1253_SP_SET: SET IN ROCK OUTCROP
 FD1253_STAMPING: C 170 1947
 FD1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1253+STABILITY: POSITION/ELEVATION WELL
 FD1253
 FD1253  HISTORY     - Date     Condition        Report By
 FD1253  HISTORY     - 1947     MONUMENTED       CGS
 FD1253
 FD1253                          STATION DESCRIPTION
 FD1253
 FD1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FD1253'8.4 MI SE FROM POPE.
 FD1253'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS
 FD1253'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1253'MILES EAST, THENCE ABOUT 4.1 MILES SOUTH ALONG A GRAVEL ROAD,
 FD1253'ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING NORTHWEST,
 FD1253'SET IN THE TOP OF THE NORTHWEST CORNER OF AN OUTCROP OF ROCK ON
 FD1253'THE NORTHEAST SIDE OF THE ROAD, 88 FEET EAST-SOUTHEAST AND ACROSS
 FD1253'THE ROAD FROM THE NORTHEAST CORNER OF AN IMITATION STONE FARM
 FD1253'HOUSE, 18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 13 FEET
 FD1253'SOUTH OF A BLAZED 8-INCH CEDAR TREE, 3 FEET NORTHEAST OF A WHITE
 FD1253'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN A DRILL
 FD1253'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0221 ***********************************************************************
 FE0221  DESIGNATION -  C 171
 FE0221  PID         -  FE0221
 FE0221  STATE/COUNTY-  TN/HARDIN
 FE0221  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0221
 FE0221                         *CURRENT SURVEY CONTROL
 FE0221  ___________________________________________________________________
 FE0221* NAD 83(1986)-  35 16 57.     (N)    088 17 43.     (W)     SCALED    
 FE0221* NAVD 88     -       163.382  (meters)     536.03   (feet)  ADJUSTED  
 FE0221  ___________________________________________________________________
 FE0221  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0221  DYNAMIC HT  -         163.234 (meters)     535.54  (feet)  COMP
 FE0221  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FE0221
 FE0221  VERT ORDER  -  FIRST     CLASS II
 FE0221
 FE0221.The horizontal coordinates were scaled from a topographic map and have
 FE0221.an estimated accuracy of +/- 6 seconds.
 FE0221
 FE0221.The orthometric height was determined by differential leveling
 FE0221.and adjusted by the National Geodetic Survey in June 1991..
 FE0221
 FE0221.The geoid height was determined by GEOID03.
 FE0221
 FE0221.The dynamic height is computed by dividing the NAVD 88
 FE0221.geopotential number by the normal gravity value computed on the
 FE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0221.degrees latitude (g = 980.6199 gals.).
 FE0221
 FE0221.The modeled gravity was interpolated from observed gravity values.
 FE0221
 FE0221;                    North         East    Units  Estimated Accuracy
 FE0221;SPC TN       -   107,760.      391,210.      MT  (+/- 180 meters Scaled)
 FE0221
 FE0221                          SUPERSEDED SURVEY CONTROL
 FE0221
 FE0221  NGVD 29 (??/??/??)  163.393  (m)          536.07   (f) ADJUSTED    1 2
 FE0221
 FE0221.Superseded values are not recommended for survey control.
 FE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0221.See file dsdata.txt to determine how the superseded data were derived.
 FE0221
 FE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE822051(NAD 83)
 FE0221_MARKER: DD = SURVEY DISK
 FE0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0221_STAMPING: C 171 1947
 FE0221_MARK LOGO: TVA   
 FE0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0221+STABILITY: SURFACE MOTION
 FE0221
 FE0221  HISTORY     - Date     Condition        Report By
 FE0221  HISTORY     - 1947     MONUMENTED       TVA
 FE0221  HISTORY     - 1947     GOOD             CGS
 FE0221  HISTORY     - 1973     GOOD             TVA
 FE0221
 FE0221                          STATION DESCRIPTION
 FE0221
 FE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0221'6.8 MI NW FROM SAVANNAH.
 FE0221'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0221'SAVANNAH, THENCE ABOUT 4.65 MILES NORTH ALONG STATE HIGHWAY
 FE0221'22, AT THE JUNCTION OF A GRAVEL ROAD LEADING TO PROSPECT, ABOUT
 FE0221'1.25 MILES SOUTHWEST ALONG THE GRAVEL ROAD FROM DODD CEMETERY,
 FE0221'270 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTH
 FE0221'OF THE CENTER LINE OF THE GRAVEL ROAD, 13 FEET NORTHEAST OF A
 FE0221'TRIANGULAR BLAZED 6-INCH OAK TREE, 11 FEET WEST OF AN 8-INCH
 FE0221'TRIANGULAR BLAZED OAK TREE, 2 FEET EAST OF A WHITE WOODEN
 FE0221'WITNESS POST, 2 FEET ABOVE THE ROAD LEADING EAST, AND SET IN THE
 FE0221'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- ORIGINAL
 FE0221'REFERENCE TREES CUT.  N20W 29.7 TO 12 IN OAK, W 60.0 TO 8 IN
 FE0221'OAK, S20E 59.0 TO 12 IN OAK.  A STEEL POST WAS SET 2.0 FEET EAST
 FE0221'OF MARKER.
 FE0221
 FE0221                          STATION RECOVERY (1973)
 FE0221
 FE0221'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0467 ***********************************************************************
 GC0467  DESIGNATION -  C 172
 GC0467  PID         -  GC0467
 GC0467  STATE/COUNTY-  TN/DAVIDSON
 GC0467  USGS QUAD   -  BELLEVUE (1983)
 GC0467
 GC0467                         *CURRENT SURVEY CONTROL
 GC0467  ___________________________________________________________________
 GC0467* NAD 83(1986)-  36 04 37.     (N)    086 53 18.     (W)     SCALED    
 GC0467* NAVD 88     -       193.909  (meters)     636.18   (feet)  ADJUSTED  
 GC0467  ___________________________________________________________________
 GC0467  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC0467  DYNAMIC HT  -         193.740 (meters)     635.63  (feet)  COMP
 GC0467  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 GC0467
 GC0467  VERT ORDER  -  FIRST     CLASS II
 GC0467
 GC0467.The horizontal coordinates were scaled from a topographic map and have
 GC0467.an estimated accuracy of +/- 6 seconds.
 GC0467
 GC0467.The orthometric height was determined by differential leveling
 GC0467.and adjusted by the National Geodetic Survey in June 1991..
 GC0467
 GC0467.The geoid height was determined by GEOID03.
 GC0467
 GC0467.The dynamic height is computed by dividing the NAVD 88
 GC0467.geopotential number by the normal gravity value computed on the
 GC0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0467.degrees latitude (g = 980.6199 gals.).
 GC0467
 GC0467.The modeled gravity was interpolated from observed gravity values.
 GC0467
 GC0467;                    North         East    Units  Estimated Accuracy
 GC0467;SPC TN       -   193,820.      519,990.      MT  (+/- 180 meters Scaled)
 GC0467
 GC0467                          SUPERSEDED SURVEY CONTROL
 GC0467
 GC0467  NGVD 29 (??/??/92)  193.922  (m)          636.23   (f) ADJ UNCH    1 2
 GC0467
 GC0467.Superseded values are not recommended for survey control.
 GC0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0467.See file dsdata.txt to determine how the superseded data were derived.
 GC0467
 GC0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE100924(NAD 83)
 GC0467_MARKER: DB = BENCH MARK DISK
 GC0467_SETTING: 66 = SET IN ROCK OUTCROP
 GC0467_SP_SET: ROCK LEDGE
 GC0467_STAMPING: C 172 1948
 GC0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0467+STABILITY: POSITION/ELEVATION WELL
 GC0467
 GC0467  HISTORY     - Date     Condition        Report By
 GC0467  HISTORY     - 1948     MONUMENTED       CGS
 GC0467  HISTORY     - 1949     GOOD             NGS
 GC0467
 GC0467                          STATION DESCRIPTION
 GC0467
 GC0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0467'3.4 MI E FROM BELLEVUE.
 GC0467'3.35 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0467'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, AT MILE POST 9,
 GC0467'0.15 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 100 AND THE
 GC0467'ENTRANCE TO THE PERCY WARNER PARK, 25 FEET SOUTH OF MILE POST 9,
 GC0467'9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, IN A SMALL
 GC0467'CUT ON THE NORTHWEST SIDE OF THE TRACK SET VERTICALLY IN THE
 GC0467'SOUTHEAST FACE OF AN OUTCROPPING LEDGE OF LIMESTONE AND ABOUT
 GC0467'LEVEL WITH THE TRACK.
 GC0467
 GC0467                          STATION RECOVERY (1949)
 GC0467
 GC0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1545 ***********************************************************************
 GC1545  DESIGNATION -  C 173
 GC1545  PID         -  GC1545
 GC1545  STATE/COUNTY-  TN/HUMPHREYS
 GC1545  USGS QUAD   -  TENNESSEE CITY (1973)
 GC1545
 GC1545                         *CURRENT SURVEY CONTROL
 GC1545  ___________________________________________________________________
 GC1545* NAD 83(1986)-  36 06 50.     (N)    087 37 04.     (W)     SCALED    
 GC1545* NAVD 88     -       239.932  (meters)     787.18   (feet)  ADJUSTED  
 GC1545  ___________________________________________________________________
 GC1545  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1545  DYNAMIC HT  -         239.722 (meters)     786.49  (feet)  COMP
 GC1545  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 GC1545
 GC1545  VERT ORDER  -  FIRST     CLASS II
 GC1545
 GC1545.The horizontal coordinates were scaled from a topographic map and have
 GC1545.an estimated accuracy of +/- 6 seconds.
 GC1545
 GC1545.The orthometric height was determined by differential leveling
 GC1545.and adjusted by the National Geodetic Survey in June 1991..
 GC1545
 GC1545.The geoid height was determined by GEOID03.
 GC1545
 GC1545.The dynamic height is computed by dividing the NAVD 88
 GC1545.geopotential number by the normal gravity value computed on the
 GC1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1545.degrees latitude (g = 980.6199 gals.).
 GC1545
 GC1545.The modeled gravity was interpolated from observed gravity values.
 GC1545
 GC1545;                    North         East    Units  Estimated Accuracy
 GC1545;SPC TN       -   198,760.      454,360.      MT  (+/- 180 meters Scaled)
 GC1545
 GC1545                          SUPERSEDED SURVEY CONTROL
 GC1545
 GC1545  NGVD 29 (??/??/92)  239.933  (m)          787.18   (f) ADJ UNCH    1 2
 GC1545
 GC1545.Superseded values are not recommended for survey control.
 GC1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1545.See file dsdata.txt to determine how the superseded data were derived.
 GC1545
 GC1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE444967(NAD 83)
 GC1545_MARKER: DB = BENCH MARK DISK
 GC1545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1545_SP_SET: BATTERY WELL
 GC1545_STAMPING: C 173 1948
 GC1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1545
 GC1545  HISTORY     - Date     Condition        Report By
 GC1545  HISTORY     - 1948     MONUMENTED       CGS
 GC1545  HISTORY     - 1972     GOOD             TVA
 GC1545
 GC1545                          STATION DESCRIPTION
 GC1545
 GC1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1545'1 MI E FROM MC EWEN.
 GC1545'1.0 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1545'RAILWAY FROM THE STATION AT MC EWEN, ABOUT 0.15 MILE EAST OF MILE
 GC1545'POST 56, AT POLE 55+37, SET VERTICALLY IN THE SOUTH FACE OF
 GC1545'THE SOUTHWEST CORNER OF A 3 BY 2 FOOT BATTERY WELL, 12 FEET NORTH
 GC1545'OF THE NORTH RAIL AND ABOUT 1 FOOT BELOW THE RAIL LEVEL.
 GC1545
 GC1545                          STATION RECOVERY (1972)
 GC1545
 GC1545'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0529 ***********************************************************************
 FE0529  DESIGNATION -  C 174
 FE0529  PID         -  FE0529
 FE0529  STATE/COUNTY-  TN/MCNAIRY
 FE0529  USGS QUAD   -  PURDY (1984)
 FE0529
 FE0529                         *CURRENT SURVEY CONTROL
 FE0529  ___________________________________________________________________
 FE0529* NAD 83(1986)-  35 12 25.     (N)    088 35 50.     (W)     SCALED    
 FE0529* NAVD 88     -       137.958  (meters)     452.62   (feet)  ADJUSTED  
 FE0529  ___________________________________________________________________
 FE0529  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0529  DYNAMIC HT  -         137.830 (meters)     452.20  (feet)  COMP
 FE0529  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FE0529
 FE0529  VERT ORDER  -  FIRST     CLASS II
 FE0529
 FE0529.The horizontal coordinates were scaled from a topographic map and have
 FE0529.an estimated accuracy of +/- 6 seconds.
 FE0529
 FE0529.The orthometric height was determined by differential leveling
 FE0529.and adjusted by the National Geodetic Survey in June 1991..
 FE0529
 FE0529.The geoid height was determined by GEOID03.
 FE0529
 FE0529.The dynamic height is computed by dividing the NAVD 88
 FE0529.geopotential number by the normal gravity value computed on the
 FE0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0529.degrees latitude (g = 980.6199 gals.).
 FE0529
 FE0529.The modeled gravity was interpolated from observed gravity values.
 FE0529
 FE0529;                    North         East    Units  Estimated Accuracy
 FE0529;SPC TN       -   100,070.      363,530.      MT  (+/- 180 meters Scaled)
 FE0529
 FE0529                          SUPERSEDED SURVEY CONTROL
 FE0529
 FE0529  NGVD 29 (??/??/??)  137.957  (m)          452.61   (f) ADJUSTED    1 2
 FE0529
 FE0529.Superseded values are not recommended for survey control.
 FE0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0529.See file dsdata.txt to determine how the superseded data were derived.
 FE0529
 FE0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD546971(NAD 83)
 FE0529_MARKER: DB = BENCH MARK DISK
 FE0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0529_STAMPING: C 174 1948
 FE0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0529+STABILITY: SURFACE MOTION
 FE0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0529+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE0529
 FE0529  HISTORY     - Date     Condition        Report By
 FE0529  HISTORY     - 1948     MONUMENTED       CGS
 FE0529  HISTORY     - 1972     GOOD             TVA
 FE0529  HISTORY     - 20020918 GOOD             USACE
 FE0529
 FE0529                          STATION DESCRIPTION
 FE0529
 FE0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0529'2.8 MI N FROM SELMER.
 FE0529'ABOUT 2.85 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0529'FROM THE STATION AT SELMER, ABOUT 1.95 MILES SOUTH OF THE STATION
 FE0529'AT BETHEL SPRINGS, ABOUT 0.15 MILE SOUTHEAST OF MILE POST 351 AND
 FE0529'BLOCK SIGNAL NO. 351/0, AT A FIELD ROAD CROSSING, 30.5 FEET
 FE0529'NORTHEAST OF THE NORTHEAST RAIL, 116 FEET NORTH OF THE CENTER
 FE0529'LINE OF THE CROSSING OF THE FIELD ROAD, AT THE NORTHWEST END OF A
 FE0529'SMALL CUT, 14.5 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTHEAST
 FE0529'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET
 FE0529'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A
 FE0529'STEEL POST WAS SET 2 FEET SOUTH OF MARKER.  WHITE WOOD WITNESS
 FE0529'POST IS DESTROYED.  STEEL POST AND SIGN NOW SET 0.5 FT W OF
 FE0529'MONUMENT.  PAINTED CROSS ON TELEPHONE POLE.
 FE0529
 FE0529                          STATION RECOVERY (1972)
 FE0529
 FE0529'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0529'RECOVERED IN GOOD CONDITION.
 FE0529
 FE0529                          STATION RECOVERY (2002)
 FE0529
 FE0529'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0529'FIELD ROAD AT CROSSING IS ELGIE MURRAY RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0410 ***********************************************************************
 FE0410  DESIGNATION -  C 175
 FE0410  PID         -  FE0410
 FE0410  STATE/COUNTY-  TN/MCNAIRY
 FE0410  USGS QUAD   -  STANTONVILLE (1992)
 FE0410
 FE0410                         *CURRENT SURVEY CONTROL
 FE0410  ___________________________________________________________________
 FE0410* NAD 83(1986)-  35 13 48.     (N)    088 24 12.     (W)     SCALED    
 FE0410* NAVD 88     -       137.707  (meters)     451.79   (feet)  ADJUSTED  
 FE0410  ___________________________________________________________________
 FE0410  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0410  DYNAMIC HT  -         137.581 (meters)     451.38  (feet)  COMP
 FE0410  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 FE0410
 FE0410  VERT ORDER  -  FIRST     CLASS II
 FE0410
 FE0410.The horizontal coordinates were scaled from a topographic map and have
 FE0410.an estimated accuracy of +/- 6 seconds.
 FE0410
 FE0410.The orthometric height was determined by differential leveling
 FE0410.and adjusted by the National Geodetic Survey in June 1991..
 FE0410
 FE0410.The geoid height was determined by GEOID03.
 FE0410
 FE0410.The dynamic height is computed by dividing the NAVD 88
 FE0410.geopotential number by the normal gravity value computed on the
 FE0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0410.degrees latitude (g = 980.6199 gals.).
 FE0410
 FE0410.The modeled gravity was interpolated from observed gravity values.
 FE0410
 FE0410;                    North         East    Units  Estimated Accuracy
 FE0410;SPC TN       -   102,170.      381,240.      MT  (+/- 180 meters Scaled)
 FE0410
 FE0410                          SUPERSEDED SURVEY CONTROL
 FE0410
 FE0410  NGVD 29 (??/??/??)  137.711  (m)          451.81   (f) ADJUSTED    1 2
 FE0410
 FE0410.Superseded values are not recommended for survey control.
 FE0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0410.See file dsdata.txt to determine how the superseded data were derived.
 FE0410
 FE0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD722994(NAD 83)
 FE0410_MARKER: DB = BENCH MARK DISK
 FE0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0410_STAMPING: C 175 1949
 FE0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0410+STABILITY: SURFACE MOTION
 FE0410
 FE0410  HISTORY     - Date     Condition        Report By
 FE0410  HISTORY     - 1949     MONUMENTED       CGS
 FE0410  HISTORY     - 1962     GOOD             TVA
 FE0410
 FE0410                          STATION DESCRIPTION
 FE0410
 FE0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0410'0.9 MI SW FROM ADAMSVILLE.
 FE0410'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0410'AT ADAMSVILLE, AT THE OUTSIDE OF A DOWNHILL S CURVE, 32 FEET
 FE0410'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 FE0410'WEST-NORTHWEST OF A WIRE FENCE, 59 FEET NORTH-NORTHEAST OF A
 FE0410'POWER POLE WITH BRANCH LINE SOUTH TO A HOUSE, 42 FEET SOUTH OF
 FE0410'THE CENTER LINE OF A DRIVE EAST AND DOWNHILL TO A FARM HOUSE,
 FE0410'ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A GUARD RAIL ALONG
 FE0410'HIGHWAY, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FE0410'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FE0410'PROJECTING 4 INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET NORTH
 FE0410'OF MARKER.
 FE0410
 FE0410                          STATION RECOVERY (1962)
 FE0410
 FE0410'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1124 ***********************************************************************
 GC1124  DESIGNATION -  C 176
 GC1124  PID         -  GC1124
 GC1124  STATE/COUNTY-  TN/MONTGOMERY
 GC1124  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1124
 GC1124                         *CURRENT SURVEY CONTROL
 GC1124  ___________________________________________________________________
 GC1124* NAD 83(1986)-  36 34 43.     (N)    087 24 20.     (W)     SCALED    
 GC1124* NAVD 88     -       155.791  (meters)     511.12   (feet)  ADJUSTED  
 GC1124  ___________________________________________________________________
 GC1124  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1124  DYNAMIC HT  -         155.661 (meters)     510.70  (feet)  COMP
 GC1124  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GC1124
 GC1124  VERT ORDER  -  FIRST     CLASS II
 GC1124
 GC1124.The horizontal coordinates were scaled from a topographic map and have
 GC1124.an estimated accuracy of +/- 6 seconds.
 GC1124
 GC1124.The orthometric height was determined by differential leveling
 GC1124.and adjusted by the National Geodetic Survey in June 1991..
 GC1124
 GC1124.The geoid height was determined by GEOID03.
 GC1124
 GC1124.The dynamic height is computed by dividing the NAVD 88
 GC1124.geopotential number by the normal gravity value computed on the
 GC1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1124.degrees latitude (g = 980.6199 gals.).
 GC1124
 GC1124.The modeled gravity was interpolated from observed gravity values.
 GC1124
 GC1124;                    North         East    Units  Estimated Accuracy
 GC1124;SPC TN       -   250,020.      474,200.      MT  (+/- 180 meters Scaled)
 GC1124
 GC1124                          SUPERSEDED SURVEY CONTROL
 GC1124
 GC1124  NGVD 29 (??/??/92)  155.851  (m)          511.32   (f) ADJ UNCH    1 2
 GC1124
 GC1124.Superseded values are not recommended for survey control.
 GC1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1124.See file dsdata.txt to determine how the superseded data were derived.
 GC1124
 GC1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF637482(NAD 83)
 GC1124_MARKER: DB = BENCH MARK DISK
 GC1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1124_STAMPING: C 176 1949
 GC1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1124+STABILITY: SURFACE MOTION
 GC1124
 GC1124  HISTORY     - Date     Condition        Report By
 GC1124  HISTORY     - 1949     MONUMENTED       CGS
 GC1124  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC1124
 GC1124                          STATION DESCRIPTION
 GC1124
 GC1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1124'7.6 MI N FROM CLARKSVILLE.
 GC1124'7.55 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1124'STATION AT CLARKSVILLE, ABOUT 0.85 MILE NORTHWEST OF A ROAD
 GC1124'CROSSING AT KENWOOD, AT THE OUTSIDE OF A CURVE IN THE TRACK WITH
 GC1124'TANGENTS EAST-SOUTHEAST AND NORTHEAST, AT A PRIVATE FIELD ROAD
 GC1124'CROSSING, 47.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 53 FEET
 GC1124'SOUTHWEST OF THE CENTER OF THE CROSSING, 1.5 FEET NORTHEAST OF THE
 GC1124'R/W FENCE LINE, 13 FEET NORTHWEST OF THE CENTER OF A GATE IN R/W
 GC1124'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 4 FEET
 GC1124'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1124'4 INCHES.
 GC1124
 GC1124                          STATION RECOVERY (1957)
 GC1124
 GC1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1262 ***********************************************************************
 FD1262  DESIGNATION -  C 177
 FD1262  PID         -  FD1262
 FD1262  STATE/COUNTY-  TN/LEWIS
 FD1262  USGS QUAD   -  HOHENWALD (1991)
 FD1262
 FD1262                         *CURRENT SURVEY CONTROL
 FD1262  ___________________________________________________________________
 FD1262* NAD 83(1986)-  35 32 14.     (N)    087 32 10.     (W)     SCALED    
 FD1262* NAVD 88     -       295.956  (meters)     970.98   (feet)  ADJUSTED  
 FD1262  ___________________________________________________________________
 FD1262  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD1262  DYNAMIC HT  -         295.683 (meters)     970.09  (feet)  COMP
 FD1262  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FD1262
 FD1262  VERT ORDER  -  FIRST     CLASS II
 FD1262
 FD1262.The horizontal coordinates were scaled from a topographic map and have
 FD1262.an estimated accuracy of +/- 6 seconds.
 FD1262
 FD1262.The orthometric height was determined by differential leveling
 FD1262.and adjusted by the National Geodetic Survey in June 1991..
 FD1262
 FD1262.The geoid height was determined by GEOID03.
 FD1262
 FD1262.The dynamic height is computed by dividing the NAVD 88
 FD1262.geopotential number by the normal gravity value computed on the
 FD1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1262.degrees latitude (g = 980.6199 gals.).
 FD1262
 FD1262.The modeled gravity was interpolated from observed gravity values.
 FD1262
 FD1262;                    North         East    Units  Estimated Accuracy
 FD1262;SPC TN       -   134,660.      460,710.      MT  (+/- 180 meters Scaled)
 FD1262
 FD1262                          SUPERSEDED SURVEY CONTROL
 FD1262
 FD1262  NGVD 29 (??/??/92)  295.932  (m)          970.90   (f) ADJ UNCH    1 2
 FD1262
 FD1262.Superseded values are not recommended for survey control.
 FD1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1262.See file dsdata.txt to determine how the superseded data were derived.
 FD1262
 FD1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE514327(NAD 83)
 FD1262_MARKER: DB = BENCH MARK DISK
 FD1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1262_STAMPING: C 177 1949
 FD1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1262+STABILITY: SURFACE MOTION
 FD1262
 FD1262  HISTORY     - Date     Condition        Report By
 FD1262  HISTORY     - 1949     MONUMENTED       CGS
 FD1262  HISTORY     - 1953     GOOD             TVA
 FD1262
 FD1262                          STATION DESCRIPTION
 FD1262
 FD1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1262'1.5 MI E FROM HOHENWALD.
 FD1262'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1262'NATIONAL BANK AT HOHENWALD, AT THE SOUTHWEST CORNER OF BROWNS
 FD1262'AIRFIELD, ABOUT IN LINE WITH THE NORTHWEST EDGE OF THE
 FD1262'NORTHEAST-SOUTHWEST RUNWAY, 53 FEET NORTH OF THE CENTER LINE OF
 FD1262'THE HIGHWAY, 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FD1262'CONCRETE TILE BUILDING HOUSING AIRPORT OFFICE, 1 FOOT ABOVE THE
 FD1262'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1262'NOTE-- IT IS 33 FEET NORTHEAST OF A CORNER FENCE POST AND 48
 FD1262'FEET NORTHWEST OF A POWER POLE.
 FD1262
 FD1262                          STATION RECOVERY (1953)
 FD1262
 FD1262'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0185 ***********************************************************************
 FD0185  DESIGNATION -  C 178
 FD0185  PID         -  FD0185
 FD0185  STATE/COUNTY-  TN/LINCOLN
 FD0185  USGS QUAD   -  HUNTLAND (1972)
 FD0185
 FD0185                         *CURRENT SURVEY CONTROL
 FD0185  ___________________________________________________________________
 FD0185* NAD 83(1986)-  35 01 37.     (N)    086 19 57.     (W)     SCALED    
 FD0185* NAVD 88     -       292.535  (meters)     959.76   (feet)  ADJUSTED  
 FD0185  ___________________________________________________________________
 FD0185  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0185  DYNAMIC HT  -         292.244 (meters)     958.80  (feet)  COMP
 FD0185  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FD0185
 FD0185  VERT ORDER  -  FIRST     CLASS II
 FD0185
 FD0185.The horizontal coordinates were scaled from a topographic map and have
 FD0185.an estimated accuracy of +/- 6 seconds.
 FD0185
 FD0185.The orthometric height was determined by differential leveling
 FD0185.and adjusted by the National Geodetic Survey in June 1991..
 FD0185
 FD0185.The geoid height was determined by GEOID03.
 FD0185
 FD0185.The dynamic height is computed by dividing the NAVD 88
 FD0185.geopotential number by the normal gravity value computed on the
 FD0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0185.degrees latitude (g = 980.6199 gals.).
 FD0185
 FD0185.The modeled gravity was interpolated from observed gravity values.
 FD0185
 FD0185;                    North         East    Units  Estimated Accuracy
 FD0185;SPC TN       -    77,010.      569,660.      MT  (+/- 180 meters Scaled)
 FD0185
 FD0185                          SUPERSEDED SURVEY CONTROL
 FD0185
 FD0185  NGVD 29 (??/??/92)  292.492  (m)          959.62   (f) ADJ UNCH    1 2
 FD0185
 FD0185.Superseded values are not recommended for survey control.
 FD0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0185.See file dsdata.txt to determine how the superseded data were derived.
 FD0185
 FD0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED608762(NAD 83)
 FD0185_MARKER: DB = BENCH MARK DISK
 FD0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0185_STAMPING: C 178 1949
 FD0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0185+STABILITY: SURFACE MOTION
 FD0185
 FD0185  HISTORY     - Date     Condition        Report By
 FD0185  HISTORY     - 1949     MONUMENTED       CGS
 FD0185
 FD0185                          STATION DESCRIPTION
 FD0185
 FD0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0185'1.7 MI NE FROM ELORA.
 FD0185'1.7 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0185'RAILWAY FROM THE STATION AT ELORA, AT A ROAD CROSSING, 153 FEET
 FD0185'EAST-NORTHEAST AND ACROSS THE ROAD SOUTHEAST FROM MILE POST 20,
 FD0185'38 FEET EAST OF THE CENTER OF THE CROSSING, 49 1/2 FEET SOUTHWEST
 FD0185'OF TELEPHONE POLE NO. 19/23, 23 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 FD0185'RAIL, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTHEAST,
 FD0185'10 FEET NORTHEAST OF A FENCE CORNER, 23 FEET EAST OF THE NORTHEAST
 FD0185'END OF A 12-INCH PIPE CULVERT UNDER ROAD SOUTHEAST, 1 1/2 FEET
 FD0185'NORTHEAST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE TRACK
 FD0185'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0182 ***********************************************************************
 FD0182  DESIGNATION -  C 179
 FD0182  PID         -  FD0182
 FD0182  STATE/COUNTY-  TN/LINCOLN
 FD0182  USGS QUAD   -  HUNTLAND (1972)
 FD0182
 FD0182                         *CURRENT SURVEY CONTROL
 FD0182  ___________________________________________________________________
 FD0182* NAD 83(1986)-  35 01 21.     (N)    086 22 14.     (W)     SCALED    
 FD0182* NAVD 88     -       283.078  (meters)     928.73   (feet)  ADJUSTED  
 FD0182  ___________________________________________________________________
 FD0182  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD0182  DYNAMIC HT  -         282.798 (meters)     927.81  (feet)  COMP
 FD0182  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 FD0182
 FD0182  VERT ORDER  -  FIRST     CLASS II
 FD0182
 FD0182.The horizontal coordinates were scaled from a topographic map and have
 FD0182.an estimated accuracy of +/- 6 seconds.
 FD0182
 FD0182.The orthometric height was determined by differential leveling
 FD0182.and adjusted by the National Geodetic Survey in June 1991..
 FD0182
 FD0182.The geoid height was determined by GEOID03.
 FD0182
 FD0182.The dynamic height is computed by dividing the NAVD 88
 FD0182.geopotential number by the normal gravity value computed on the
 FD0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0182.degrees latitude (g = 980.6199 gals.).
 FD0182
 FD0182.The modeled gravity was interpolated from observed gravity values.
 FD0182
 FD0182;                    North         East    Units  Estimated Accuracy
 FD0182;SPC TN       -    76,530.      566,180.      MT  (+/- 180 meters Scaled)
 FD0182
 FD0182                          SUPERSEDED SURVEY CONTROL
 FD0182
 FD0182  NGVD 29 (??/??/92)  283.037  (m)          928.60   (f) ADJ UNCH    1 2
 FD0182
 FD0182.Superseded values are not recommended for survey control.
 FD0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0182.See file dsdata.txt to determine how the superseded data were derived.
 FD0182
 FD0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED574757(NAD 83)
 FD0182_MARKER: DB = BENCH MARK DISK
 FD0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0182_STAMPING: C 179 1949
 FD0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0182+STABILITY: SURFACE MOTION
 FD0182
 FD0182  HISTORY     - Date     Condition        Report By
 FD0182  HISTORY     - 1949     MONUMENTED       CGS
 FD0182
 FD0182                          STATION DESCRIPTION
 FD0182
 FD0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0182'1 MI NW FROM ELORA.
 FD0182'1.0 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0182'RAILWAY FROM THE STATION AT ELORA, AT A ROAD CROSSING, 50 1/2 FEET
 FD0182'WEST-NORTHWEST OF THE CENTER OF THE CROSSING, 32 FEET NORTH-NORTHWEST
 FD0182'OF THE CENTER LINE OF THE ROAD, 30 FEET NORTHEAST OF A LONE 7-INCH
 FD0182'OAK TREE, 18 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET
 FD0182'SOUTHEAST OF POLE NO. 22/15, 1 1/2 FEET NORTHWEST OF A WHITE
 FD0182'WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 FD0182'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0215 ***********************************************************************
 GD0215  DESIGNATION -  C 18 RESET
 GD0215  PID         -  GD0215
 GD0215  STATE/COUNTY-  TN/HENRY
 GD0215  USGS QUAD   -  PURYEAR (1985)
 GD0215
 GD0215                         *CURRENT SURVEY CONTROL
 GD0215  ___________________________________________________________________
 GD0215* NAD 83(1986)-  36 26 40.     (N)    088 20 04.     (W)     SCALED    
 GD0215* NAVD 88     -       185.00   (+/-2cm)     607.0    (feet)  VERTCON   
 GD0215  ___________________________________________________________________
 GD0215  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD0215
 GD0215  VERT ORDER  -  THIRD (See Below)
 GD0215
 GD0215.The horizontal coordinates were scaled from a topographic map and have
 GD0215.an estimated accuracy of +/- 6 seconds.
 GD0215
 GD0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0215.The vertical order pertains to the NGVD 29 superseded value.
 GD0215
 GD0215.The geoid height was determined by GEOID03.
 GD0215
 GD0215;                    North         East    Units  Estimated Accuracy
 GD0215;SPC TN       -   236,730.      390,720.      MT  (+/- 180 meters Scaled)
 GD0215
 GD0215                          SUPERSEDED SURVEY CONTROL
 GD0215
 GD0215  NGVD 29 (??/??/??)  185.04   (m)          607.1    (f) RESET       3  
 GD0215
 GD0215.Superseded values are not recommended for survey control.
 GD0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0215.See file dsdata.txt to determine how the superseded data were derived.
 GD0215
 GD0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF804340(NAD 83)
 GD0215_MARKER: DD = SURVEY DISK
 GD0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0215_STAMPING: C 18 RESET 1965
 GD0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0215+STABILITY: SURFACE MOTION
 GD0215
 GD0215  HISTORY     - Date     Condition        Report By
 GD0215  HISTORY     - 1965     MONUMENTED       TVA
 GD0215  HISTORY     - 1971     GOOD             NGS
 GD0215  HISTORY     - 20000101 GOOD             NGS
 GD0215
 GD0215                          STATION DESCRIPTION
 GD0215
 GD0215'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1965
 GD0215'AT PURYEAR.
 GD0215'AT PURYEAR, 130 FEET EAST OF THE SOUTHEAST CORNER OF THE POST
 GD0215'OFFICE, 96 FEET EAST OF THE CENTER LINE OF STUB STREET, 94 FEET
 GD0215'NORTH AND ACROSS MAIN STREET FROM A 36 INCH SYCAMORE TREE, 26
 GD0215'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE OLD NASHVILLE,
 GD0215'CHATTANOOGA AND ST. LOUIS RAILROAD, 19 FEET NORTH OF THE CENTER
 GD0215'LINE OF MAIN STREET, 11 FEET WEST OF THE WEST RAIL OF A SIDE
 GD0215'TRACK, 2.5 FEET SOUTH OF A POWER LINE POLE, 0.8 FOOT SOUTH OF A
 GD0215'METAL WITNESS POST WITH T.V.A. SIGN, SET IN THE TOP OF A CONCRETE
 GD0215'POST, ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 GD0215'NOTE-- STATION IS 28.4 E OF CENTERLINE MAIN TRACK, 19.0 N OF
 GD0215'CENTERLINE OF E AND W BLACK TOP STREET (MAIN) AND 2.5 S OF POWER
 GD0215'POLE.  PLUS OR MINUS 130 FT E OF POST OFFICE.  POST AND SIGN AND
 GD0215'MONUMENT.
 GD0215
 GD0215                          STATION RECOVERY (1971)
 GD0215
 GD0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0215'RECOVERED IN GOOD CONDITION.
 GD0215
 GD0215                          STATION RECOVERY (2000)
 GD0215
 GD0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 GD0215'STATION IS LOCATED IN TOWN OF PURYEAR.  OWNERSHIP TVA.  FOUND AS
 GD0215'DESCRIBED.  YOU CAN GET THERE BY A CAR.  MAY HOLD WELL, BUT SUBJECT TO
 GD0215'GROUND MOVEMENT AS FAR AS STABILITY. CONTAINS MAGNETIC MATERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0329 ***********************************************************************
 FD0329  DESIGNATION -  C 180
 FD0329  PID         -  FD0329
 FD0329  STATE/COUNTY-  TN/LINCOLN
 FD0329  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0329
 FD0329                         *CURRENT SURVEY CONTROL
 FD0329  ___________________________________________________________________
 FD0329* NAD 83(1986)-  35 14 35.     (N)    086 36 55.     (W)     SCALED    
 FD0329* NAVD 88     -       217.601  (meters)     713.91   (feet)  ADJUSTED  
 FD0329  ___________________________________________________________________
 FD0329  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0329  DYNAMIC HT  -         217.400 (meters)     713.25  (feet)  COMP
 FD0329  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 FD0329
 FD0329  VERT ORDER  -  FIRST     CLASS II
 FD0329
 FD0329.The horizontal coordinates were scaled from a topographic map and have
 FD0329.an estimated accuracy of +/- 6 seconds.
 FD0329
 FD0329.The orthometric height was determined by differential leveling
 FD0329.and adjusted by the National Geodetic Survey in June 1991..
 FD0329
 FD0329.The geoid height was determined by GEOID03.
 FD0329
 FD0329.The dynamic height is computed by dividing the NAVD 88
 FD0329.geopotential number by the normal gravity value computed on the
 FD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0329.degrees latitude (g = 980.6199 gals.).
 FD0329
 FD0329.The modeled gravity was interpolated from observed gravity values.
 FD0329
 FD0329;                    North         East    Units  Estimated Accuracy
 FD0329;SPC TN       -   101,110.      544,000.      MT  (+/- 180 meters Scaled)
 FD0329
 FD0329                          SUPERSEDED SURVEY CONTROL
 FD0329
 FD0329  NGVD 29 (??/??/92)  217.580  (m)          713.84   (f) ADJ UNCH    1 2
 FD0329
 FD0329.Superseded values are not recommended for survey control.
 FD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0329.See file dsdata.txt to determine how the superseded data were derived.
 FD0329
 FD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE350000(NAD 83)
 FD0329_MARKER: DB = BENCH MARK DISK
 FD0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0329_SP_SET: CULVERT
 FD0329_STAMPING: C 180 1949
 FD0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0329
 FD0329  HISTORY     - Date     Condition        Report By
 FD0329  HISTORY     - 1949     MONUMENTED       CGS
 FD0329
 FD0329                          STATION DESCRIPTION
 FD0329
 FD0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0329'5.4 MI SE FROM PETERSBURG.
 FD0329'5.45 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0329'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.85 MILE
 FD0329'NORTHWEST OF THE ROAD CROSSING AND CHURCH OF CHRIST AT HOWELL,
 FD0329'SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A STONE
 FD0329'CULVERT UNDER RAILWAY, ABOUT 60 FEET NORTH OF POLE NO. 46/21,
 FD0329'5 1/2 FEET WEST OF THE WEST RAIL AND ABOUT 1 FOOT BELOW THE
 FD0329'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0182 ***********************************************************************
 GD0182  DESIGNATION -  C 181
 GD0182  PID         -  GD0182
 GD0182  STATE/COUNTY-  TN/HENRY
 GD0182  USGS QUAD   -  OSAGE (1985)
 GD0182
 GD0182                         *CURRENT SURVEY CONTROL
 GD0182  ___________________________________________________________________
 GD0182* NAD 83(1986)-  36 17 56.     (N)    088 22 46.     (W)     SCALED    
 GD0182* NAVD 88     -       161.513  (meters)     529.90   (feet)  ADJUSTED  
 GD0182  ___________________________________________________________________
 GD0182  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD0182  DYNAMIC HT  -         161.380 (meters)     529.46  (feet)  COMP
 GD0182  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 GD0182
 GD0182  VERT ORDER  -  FIRST     CLASS II
 GD0182
 GD0182.The horizontal coordinates were scaled from a topographic map and have
 GD0182.an estimated accuracy of +/- 6 seconds.
 GD0182
 GD0182.The orthometric height was determined by differential leveling
 GD0182.and adjusted by the National Geodetic Survey in June 1991..
 GD0182
 GD0182.The geoid height was determined by GEOID03.
 GD0182
 GD0182.The dynamic height is computed by dividing the NAVD 88
 GD0182.geopotential number by the normal gravity value computed on the
 GD0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0182.degrees latitude (g = 980.6199 gals.).
 GD0182
 GD0182.The modeled gravity was interpolated from observed gravity values.
 GD0182
 GD0182;                    North         East    Units  Estimated Accuracy
 GD0182;SPC TN       -   220,680.      386,300.      MT  (+/- 180 meters Scaled)
 GD0182
 GD0182                          SUPERSEDED SURVEY CONTROL
 GD0182
 GD0182  NGVD 29 (??/??/??)  161.552  (m)          530.03   (f) ADJUSTED    1 2
 GD0182
 GD0182.Superseded values are not recommended for survey control.
 GD0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0182.See file dsdata.txt to determine how the superseded data were derived.
 GD0182
 GD0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF761179(NAD 83)
 GD0182_MARKER: DB = BENCH MARK DISK
 GD0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0182_STAMPING: C 181 1949
 GD0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0182+STABILITY: SURFACE MOTION
 GD0182
 GD0182  HISTORY     - Date     Condition        Report By
 GD0182  HISTORY     - 1949     MONUMENTED       CGS
 GD0182  HISTORY     - 1968     GOOD             CGS
 GD0182  HISTORY     - 1971     GOOD             NGS
 GD0182
 GD0182                          STATION DESCRIPTION
 GD0182
 GD0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0182'3 MI W FROM PARIS.
 GD0182'ABOUT 3.05 MILES WEST ALONG STATE ROUTE 54 FROM THE SOUTHWEST
 GD0182'CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN PARIS, AT THE
 GD0182'JUNCTION OF A PAVED T ROAD SOUTH.  IT IS IN A SMALL GRASSY
 GD0182'TRIANGLE FORMED BY A Y LEADING ONTO THE PAVED T ROAD SOUTH, 47
 GD0182'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 35
 GD0182'FEET NORTHWEST OF THE APPROXIMATE CENTER OF EAST LEG OF THE Y,
 GD0182'33 FEET NORHTEAST OF THE APPROXIMATE CENTER OF THE WEST LEG OF
 GD0182'THE Y, 19 FEET NORTH OF A STOP SIGN, AND 0.9 OF A FOOT NORTH OF A
 GD0182'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD0182'TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD0182'IS STAMPED C 181 1949.  NOTE-- 49.7 FT S OF CENTERLINE HWY 54.
 GD0182'76.0 S 20 E OF POWER POLE.  C AND GS POST AND SIGN.
 GD0182
 GD0182                          STATION RECOVERY (1971)
 GD0182
 GD0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1396 ***********************************************************************
 GC1396  DESIGNATION -  C 182
 GC1396  PID         -  GC1396
 GC1396  STATE/COUNTY-  TN/MONTGOMERY
 GC1396  USGS QUAD   -  EXCELL (1983)
 GC1396
 GC1396                         *CURRENT SURVEY CONTROL
 GC1396  ___________________________________________________________________
 GC1396* NAD 83(1986)-  36 23 03.     (N)    087 15 28.     (W)     SCALED    
 GC1396* NAVD 88     -       123.408  (meters)     404.88   (feet)  ADJUSTED  
 GC1396  ___________________________________________________________________
 GC1396  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC1396  DYNAMIC HT  -         123.305 (meters)     404.54  (feet)  COMP
 GC1396  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GC1396
 GC1396  VERT ORDER  -  FIRST     CLASS II
 GC1396
 GC1396.The horizontal coordinates were scaled from a topographic map and have
 GC1396.an estimated accuracy of +/- 6 seconds.
 GC1396
 GC1396.The orthometric height was determined by differential leveling
 GC1396.and adjusted by the National Geodetic Survey in June 1991..
 GC1396
 GC1396.The geoid height was determined by GEOID03.
 GC1396
 GC1396.The dynamic height is computed by dividing the NAVD 88
 GC1396.geopotential number by the normal gravity value computed on the
 GC1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1396.degrees latitude (g = 980.6199 gals.).
 GC1396
 GC1396.The modeled gravity was interpolated from observed gravity values.
 GC1396
 GC1396;                    North         East    Units  Estimated Accuracy
 GC1396;SPC TN       -   228,270.      487,150.      MT  (+/- 180 meters Scaled)
 GC1396
 GC1396                          SUPERSEDED SURVEY CONTROL
 GC1396
 GC1396  NGVD 29 (??/??/92)  123.469  (m)          405.08   (f) ADJ UNCH    1 2
 GC1396
 GC1396.Superseded values are not recommended for survey control.
 GC1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1396.See file dsdata.txt to determine how the superseded data were derived.
 GC1396
 GC1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF768265(NAD 83)
 GC1396_MARKER: DB = BENCH MARK DISK
 GC1396_SETTING: 66 = SET IN ROCK OUTCROP
 GC1396_SP_SET: ROCK LEDGE
 GC1396_STAMPING: C 182 1949
 GC1396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1396+STABILITY: POSITION/ELEVATION WELL
 GC1396
 GC1396  HISTORY     - Date     Condition        Report By
 GC1396  HISTORY     - 1949     MONUMENTED       CGS
 GC1396  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1396
 GC1396                          STATION DESCRIPTION
 GC1396
 GC1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1396'13 MI SE FROM CLARKSVILLE.
 GC1396'13.0 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1396'STATION AT CLARKSVILLE, ABOUT 0.65 MILE NORTHWEST OF THE SIGN
 GC1396'MONTGOMERY-CHEATHAM COUNTY LINE, 231 FEET SOUTHEAST AND ACROSS
 GC1396'THE TRACK FROM MILE POST 43, 6.8 FEET NORTHEAST OF THE NORTHEAST
 GC1396'RAIL, 209 YARDS SOUTHEAST OF THE SOUTHEAST END OF TRESTLE NO.
 GC1396'43/09 ACROSS A CREEK AND FIELD ROAD, SET IN THE TOP OF A ROCK
 GC1396'LEDGE AT THE BOTTOM OF A CLIFF, 80 YARDS NORTHWEST OF THE
 GC1396'SOUTHEAST END OF THE ROCK CLIFF, AND ABOUT LEVEL WITH THE TRACK.
 GC1396
 GC1396                          STATION RECOVERY (1984)
 GC1396
 GC1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1396'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1121 ***********************************************************************
 GC1121  DESIGNATION -  C 183
 GC1121  PID         -  GC1121
 GC1121  STATE/COUNTY-  TN/MONTGOMERY
 GC1121  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1121
 GC1121                         *CURRENT SURVEY CONTROL
 GC1121  ___________________________________________________________________
 GC1121* NAD 83(1986)-  36 36 22.     (N)    087 24 47.     (W)     SCALED    
 GC1121* NAVD 88     -       148.725  (meters)     487.94   (feet)  ADJUSTED  
 GC1121  ___________________________________________________________________
 GC1121  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1121  DYNAMIC HT  -         148.602 (meters)     487.54  (feet)  COMP
 GC1121  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 GC1121
 GC1121  VERT ORDER  -  FIRST     CLASS II
 GC1121
 GC1121.The horizontal coordinates were scaled from a topographic map and have
 GC1121.an estimated accuracy of +/- 6 seconds.
 GC1121
 GC1121.The orthometric height was determined by differential leveling
 GC1121.and adjusted by the National Geodetic Survey in June 1991..
 GC1121
 GC1121.The geoid height was determined by GEOID03.
 GC1121
 GC1121.The dynamic height is computed by dividing the NAVD 88
 GC1121.geopotential number by the normal gravity value computed on the
 GC1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1121.degrees latitude (g = 980.6199 gals.).
 GC1121
 GC1121.The modeled gravity was interpolated from observed gravity values.
 GC1121
 GC1121;                    North         East    Units  Estimated Accuracy
 GC1121;SPC TN       -   253,080.      473,580.      MT  (+/- 180 meters Scaled)
 GC1121
 GC1121                          SUPERSEDED SURVEY CONTROL
 GC1121
 GC1121  NGVD 29 (??/??/92)  148.786  (m)          488.14   (f) ADJ UNCH    1 2
 GC1121
 GC1121.Superseded values are not recommended for survey control.
 GC1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1121.See file dsdata.txt to determine how the superseded data were derived.
 GC1121
 GC1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF630512(NAD 83)
 GC1121_MARKER: DB = BENCH MARK DISK
 GC1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1121_STAMPING: C 183 1949
 GC1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1121+STABILITY: SURFACE MOTION
 GC1121
 GC1121  HISTORY     - Date     Condition        Report By
 GC1121  HISTORY     - 1949     MONUMENTED       CGS
 GC1121  HISTORY     - 1957     POOR             NGS
 GC1121
 GC1121                          STATION DESCRIPTION
 GC1121
 GC1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1121'9.9 MI N FROM CLARKSVILLE.
 GC1121'9.9 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1121'STATION AT CLARKSVILLE, 66 FEET NORTHEAST AND ACROSS THE TRACK
 GC1121'FROM MILE POST H 66, 122 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 GC1121'CROSSING, 25.5 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL,
 GC1121'4 FEET EAST OF A TELEPHONE POLE, 9.5 FEET SOUTH-SOUTHWEST OF THE
 GC1121'CENTER LINE OF A TRAIL PARALLELING THE TRACKS, 21 FEET
 GC1121'SOUTH-SOUTHWEST OF THE R/W FENCE LINE, 2 FEET WEST OF A WHITE
 GC1121'WOODEN WITNESS POST, 4 1/2 FEET ABOVE THE TRACK AND SET IN THE
 GC1121'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1121
 GC1121                          STATION RECOVERY (1957)
 GC1121
 GC1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1121'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1116 ***********************************************************************
 FC1116  DESIGNATION -  C 184
 FC1116  PID         -  FC1116
 FC1116  STATE/COUNTY-  TN/HAMILTON
 FC1116  USGS QUAD   -  CHATTANOOGA (1976)
 FC1116
 FC1116                         *CURRENT SURVEY CONTROL
 FC1116  ___________________________________________________________________
 FC1116* NAD 83(1986)-  35 03 39.     (N)    085 16 00.     (W)     SCALED    
 FC1116* NAVD 88     -       203.596  (meters)     667.96   (feet)  ADJUSTED  
 FC1116  ___________________________________________________________________
 FC1116  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1116  DYNAMIC HT  -         203.393 (meters)     667.30  (feet)  COMP
 FC1116  MODELED GRAV-     979,634.7   (mgal)                       NAVD 88
 FC1116
 FC1116  VERT ORDER  -  FIRST     CLASS II
 FC1116
 FC1116.The horizontal coordinates were scaled from a topographic map and have
 FC1116.an estimated accuracy of +/- 6 seconds.
 FC1116
 FC1116.The orthometric height was determined by differential leveling
 FC1116.and adjusted by the National Geodetic Survey in June 1991..
 FC1116
 FC1116.The geoid height was determined by GEOID03.
 FC1116
 FC1116.The dynamic height is computed by dividing the NAVD 88
 FC1116.geopotential number by the normal gravity value computed on the
 FC1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1116.degrees latitude (g = 980.6199 gals.).
 FC1116
 FC1116.The modeled gravity was interpolated from observed gravity values.
 FC1116
 FC1116;                    North         East    Units  Estimated Accuracy
 FC1116;SPC TN       -    80,970.      666,900.      MT  (+/- 180 meters Scaled)
 FC1116
 FC1116                          SUPERSEDED SURVEY CONTROL
 FC1116
 FC1116  NGVD 29 (??/??/92)  203.636  (m)          668.10   (f) ADJ UNCH    1 2
 FC1116
 FC1116.Superseded values are not recommended for survey control.
 FC1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1116.See file dsdata.txt to determine how the superseded data were derived.
 FC1116
 FC1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD580811(NAD 83)
 FC1116_MARKER: DB = BENCH MARK DISK
 FC1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1116_STAMPING: C 184 1950
 FC1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1116+STABILITY: SURFACE MOTION
 FC1116
 FC1116  HISTORY     - Date     Condition        Report By
 FC1116  HISTORY     - 1950     MONUMENTED       CGS
 FC1116  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1116  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1116
 FC1116                          STATION DESCRIPTION
 FC1116
 FC1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1116'1.4 MI NE FROM CHATTANOOGA.
 FC1116'ABOUT 1.4 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1116'THIRD STREET VIADUCT OVER THE RAILWAY YARDS, ABOUT 0.4 MILE NORTH
 FC1116'OF THE OVERPASS OF THE KNOXVILLE BRANCH OF THE SOUTHERN RAILWAY
 FC1116'OVER THE TRACKS, ABOUT 1.2 MILES SOUTHWEST OF THE STATION AT
 FC1116'BOYCE, NEAR THE SOUTHWEST END OF A FILL, 176 FEET SOUTHWEST AND
 FC1116'ACROSS THE TRACK FROM SEMAPHORE NO. 335.0, 118 FEET EAST AND
 FC1116'ACROSS THE TRACK FROM MILE POST 335, 92 FEET SOUTH-SOUTHEAST AND
 FC1116'ACROSS THE TRACK FROM A YARD LIMIT SIGN POST, 25 FEET SOUTHEAST
 FC1116'OF THE SOUTHEAST RAIL OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1116'RAILWAY, 6.7 FEET SOUTH OF POLE NO. 133/11, 1 1/2 FEET NORTHWEST
 FC1116'OF A T.V.A. STEEL WITNESS POST, ABOUT 3 FEET BELOW THE TRACK
 FC1116'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FC1116
 FC1116                          STATION RECOVERY (1972)
 FC1116
 FC1116'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1116'MARK NOT FOUND.
 FC1116
 FC1116                          STATION RECOVERY (1983)
 FC1116
 FC1116'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0294 ***********************************************************************
 FD0294  DESIGNATION -  C 185
 FD0294  PID         -  FD0294
 FD0294  STATE/COUNTY-  TN/MARSHALL
 FD0294  USGS QUAD   -  LEWISBURG (1981)
 FD0294
 FD0294                         *CURRENT SURVEY CONTROL
 FD0294  ___________________________________________________________________
 FD0294* NAD 83(1986)-  35 27 59.     (N)    086 47 53.     (W)     SCALED    
 FD0294* NAVD 88     -       233.978  (meters)     767.64   (feet)  ADJUSTED  
 FD0294  ___________________________________________________________________
 FD0294  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0294  DYNAMIC HT  -         233.768 (meters)     766.95  (feet)  COMP
 FD0294  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 FD0294
 FD0294  VERT ORDER  -  FIRST     CLASS II
 FD0294
 FD0294.The horizontal coordinates were scaled from a topographic map and have
 FD0294.an estimated accuracy of +/- 6 seconds.
 FD0294
 FD0294.The orthometric height was determined by differential leveling
 FD0294.and adjusted by the National Geodetic Survey in June 1991..
 FD0294
 FD0294.The geoid height was determined by GEOID03.
 FD0294
 FD0294.The dynamic height is computed by dividing the NAVD 88
 FD0294.geopotential number by the normal gravity value computed on the
 FD0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0294.degrees latitude (g = 980.6199 gals.).
 FD0294
 FD0294.The modeled gravity was interpolated from observed gravity values.
 FD0294
 FD0294;                    North         East    Units  Estimated Accuracy
 FD0294;SPC TN       -   126,010.      527,570.      MT  (+/- 180 meters Scaled)
 FD0294
 FD0294                          SUPERSEDED SURVEY CONTROL
 FD0294
 FD0294  NGVD 29 (??/??/92)  233.955  (m)          767.57   (f) ADJ UNCH    1 2
 FD0294
 FD0294.Superseded values are not recommended for survey control.
 FD0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0294.See file dsdata.txt to determine how the superseded data were derived.
 FD0294
 FD0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE183247(NAD 83)
 FD0294_MARKER: DB = BENCH MARK DISK
 FD0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0294_STAMPING: C 185 1949
 FD0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0294+STABILITY: SURFACE MOTION
 FD0294
 FD0294  HISTORY     - Date     Condition        Report By
 FD0294  HISTORY     - 1949     MONUMENTED       CGS
 FD0294
 FD0294                          STATION DESCRIPTION
 FD0294
 FD0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0294'1.1 MI NW FROM LEWISBURG.
 FD0294'1.1 MILES NORTHWEST ALONG FRANKLIN PIKE ROAD FROM HARDISON
 FD0294'GRAMMAR SCHOOL AT LEWISBURG, AT A HOUSE WEST OF ROAD, 177 FEET
 FD0294'NORTH-NORTHWEST OF THE NORTH END OF THE OVERPASS OVER THE
 FD0294'LOUISVILLE AND NASHVILLE RAILROAD, 118 FEET NORTH-NORTHEAST
 FD0294'OF THE NORTHEAST CORNER OF THE HOUSE, 28 FEET WEST OF THE
 FD0294'CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE CENTER OF A
 FD0294'WOODEN GATE, 18 FEET SOUTH OF TELEPHONE POLE NO. 23, 1 FOOT
 FD0294'WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 FD0294'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 FD0294'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0051 ***********************************************************************
 FD0051  DESIGNATION -  C 186
 FD0051  PID         -  FD0051
 FD0051  STATE/COUNTY-  TN/RUTHERFORD
 FD0051  USGS QUAD   -  WALTERHILL (1998)
 FD0051
 FD0051                         *CURRENT SURVEY CONTROL
 FD0051  ___________________________________________________________________
 FD0051* NAD 83(1986)-  35 53 34.     (N)    086 26 28.     (W)     SCALED    
 FD0051* NAVD 88     -       170.445  (meters)     559.20   (feet)  ADJUSTED  
 FD0051  ___________________________________________________________________
 FD0051  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FD0051  DYNAMIC HT  -         170.297 (meters)     558.72  (feet)  COMP
 FD0051  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 FD0051
 FD0051  VERT ORDER  -  FIRST     CLASS II
 FD0051
 FD0051.The horizontal coordinates were scaled from a topographic map and have
 FD0051.an estimated accuracy of +/- 6 seconds.
 FD0051
 FD0051.The orthometric height was determined by differential leveling
 FD0051.and adjusted by the National Geodetic Survey in June 1991..
 FD0051
 FD0051.The geoid height was determined by GEOID03.
 FD0051
 FD0051.The dynamic height is computed by dividing the NAVD 88
 FD0051.geopotential number by the normal gravity value computed on the
 FD0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0051.degrees latitude (g = 980.6199 gals.).
 FD0051
 FD0051.The modeled gravity was interpolated from observed gravity values.
 FD0051
 FD0051;                    North         East    Units  Estimated Accuracy
 FD0051;SPC TN       -   173,110.      560,180.      MT  (+/- 180 meters Scaled)
 FD0051
 FD0051                          SUPERSEDED SURVEY CONTROL
 FD0051
 FD0051  NGVD 29 (??/??/92)  170.460  (m)          559.25   (f) ADJ UNCH    1 2
 FD0051
 FD0051.Superseded values are not recommended for survey control.
 FD0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0051.See file dsdata.txt to determine how the superseded data were derived.
 FD0051
 FD0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE504722(NAD 83)
 FD0051_MARKER: DB = BENCH MARK DISK
 FD0051_SETTING: 66 = SET IN ROCK OUTCROP
 FD0051_SP_SET: LIMESTONE ROCK
 FD0051_STAMPING: C 186 1949
 FD0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0051+STABILITY: POSITION/ELEVATION WELL
 FD0051
 FD0051  HISTORY     - Date     Condition        Report By
 FD0051  HISTORY     - 1949     MONUMENTED       CGS
 FD0051
 FD0051                          STATION DESCRIPTION
 FD0051
 FD0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0051'4 MI NW FROM MURFREESBORO.
 FD0051'4.05 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0051'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, ABOUT 2.1 MILES
 FD0051'SOUTHEAST OF THE ROAD CROSSING AND FLAG STATION AT FLORENCE, AT A
 FD0051'DIM ROAD CROSSING, SET IN THE TOP OF AN OUTCROPPINE LIMESTONE
 FD0051'ROCK, 257 FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSSING,
 FD0051'61 FEET NORTHWEST OF POLE NO. 27/23, 31 1/2 FEET NORTHEAST OF THE
 FD0051'NORTHEAST RAIL, 21 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FD0051'DIM ROAD, AND ABOUT 2 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0415 ***********************************************************************
 GC0415  DESIGNATION -  C 187
 GC0415  PID         -  GC0415
 GC0415  STATE/COUNTY-  TN/DAVIDSON
 GC0415  USGS QUAD   -  ANTIOCH (1983)
 GC0415
 GC0415                         *CURRENT SURVEY CONTROL
 GC0415  ___________________________________________________________________
 GC0415* NAD 83(1986)-  36 02 09.     (N)    086 37 30.     (W)     SCALED    
 GC0415* NAVD 88     -       190.685  (meters)     625.61   (feet)  ADJUSTED  
 GC0415  ___________________________________________________________________
 GC0415  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0415  DYNAMIC HT  -         190.520 (meters)     625.06  (feet)  COMP
 GC0415  MODELED GRAV-     979,767.5   (mgal)                       NAVD 88
 GC0415
 GC0415  VERT ORDER  -  FIRST     CLASS II
 GC0415
 GC0415.The horizontal coordinates were scaled from a topographic map and have
 GC0415.an estimated accuracy of +/- 6 seconds.
 GC0415
 GC0415.The orthometric height was determined by differential leveling
 GC0415.and adjusted by the National Geodetic Survey in June 1991..
 GC0415
 GC0415.The geoid height was determined by GEOID03.
 GC0415
 GC0415.The dynamic height is computed by dividing the NAVD 88
 GC0415.geopotential number by the normal gravity value computed on the
 GC0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0415.degrees latitude (g = 980.6199 gals.).
 GC0415
 GC0415.The modeled gravity was interpolated from observed gravity values.
 GC0415
 GC0415;                    North         East    Units  Estimated Accuracy
 GC0415;SPC TN       -   189,070.      543,680.      MT  (+/- 180 meters Scaled)
 GC0415
 GC0415                          SUPERSEDED SURVEY CONTROL
 GC0415
 GC0415  NGVD 29 (??/??/92)  190.702  (m)          625.66   (f) ADJ UNCH    1 2
 GC0415
 GC0415.Superseded values are not recommended for survey control.
 GC0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0415.See file dsdata.txt to determine how the superseded data were derived.
 GC0415
 GC0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE337879(NAD 83)
 GC0415_MARKER: DB = BENCH MARK DISK
 GC0415_SETTING: 66 = SET IN ROCK OUTCROP
 GC0415_SP_SET: ROCK CUT
 GC0415_STAMPING: C 187 1949
 GC0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0415+STABILITY: POSITION/ELEVATION WELL
 GC0415
 GC0415  HISTORY     - Date     Condition        Report By
 GC0415  HISTORY     - 1949     MONUMENTED       CGS
 GC0415
 GC0415                          STATION DESCRIPTION
 GC0415
 GC0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0415'2.8 MI NW FROM LA VERGNE.
 GC0415'2.8 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 GC0415'ST. LOUIS RAILWAY FROM THE STATION AT LA VERGNE, NEAR THE
 GC0415'SOUTHEAST END OF A ROCK CUT, SET IN SHELF OF ROCK CUT, 232 FEET
 GC0415'NORTHWEST OF MILE POST 13, ABOUT 40 FEET NORTHWEST OF THE SOUTHEAST
 GC0415'END OF THE CUT, 8 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 GC0415'ABOUT 2 1/2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0390 ***********************************************************************
 GC0390  DESIGNATION -  C 188
 GC0390  PID         -  GC0390
 GC0390  STATE/COUNTY-  TN/DAVIDSON
 GC0390  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0390
 GC0390                         *CURRENT SURVEY CONTROL
 GC0390  ___________________________________________________________________
 GC0390* NAD 83(1986)-  36 11 59.     (N)    086 48 28.     (W)     SCALED    
 GC0390* NAVD 88     -       124.370  (meters)     408.04   (feet)  ADJUSTED  
 GC0390  ___________________________________________________________________
 GC0390  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0390  DYNAMIC HT  -         124.263 (meters)     407.69  (feet)  COMP
 GC0390  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GC0390
 GC0390  VERT ORDER  -  FIRST     CLASS II
 GC0390
 GC0390.The horizontal coordinates were scaled from a topographic map and have
 GC0390.an estimated accuracy of +/- 6 seconds.
 GC0390
 GC0390.The orthometric height was determined by differential leveling
 GC0390.and adjusted by the National Geodetic Survey in June 1991..
 GC0390
 GC0390.The geoid height was determined by GEOID03.
 GC0390
 GC0390.The dynamic height is computed by dividing the NAVD 88
 GC0390.geopotential number by the normal gravity value computed on the
 GC0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0390.degrees latitude (g = 980.6199 gals.).
 GC0390
 GC0390.The modeled gravity was interpolated from observed gravity values.
 GC0390
 GC0390;                    North         East    Units  Estimated Accuracy
 GC0390;SPC TN       -   207,380.      527,360.      MT  (+/- 180 meters Scaled)
 GC0390
 GC0390                          SUPERSEDED SURVEY CONTROL
 GC0390
 GC0390  NGVD 29 (??/??/92)  124.398  (m)          408.13   (f) ADJ UNCH    1 2
 GC0390
 GC0390.Superseded values are not recommended for survey control.
 GC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0390.See file dsdata.txt to determine how the superseded data were derived.
 GC0390
 GC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF172061(NAD 83)
 GC0390_MARKER: DB = BENCH MARK DISK
 GC0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0390_STAMPING: C 188 1949
 GC0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0390+STABILITY: SURFACE MOTION
 GC0390
 GC0390  HISTORY     - Date     Condition        Report By
 GC0390  HISTORY     - 1949     MONUMENTED       CGS
 GC0390  HISTORY     - 1960     MARK NOT FOUND   NGS
 GC0390
 GC0390                          STATION DESCRIPTION
 GC0390
 GC0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0390'AT NASHVILLE.
 GC0390'AT NASHVILLE, DAVIDSON COUNTY, 1.5 MILES NORTH ALONG 9TH AVENUE
 GC0390'NORTH FROM THE R.W. JONES SCHOOL AND INTERSECTION OF BUCHANAN STREET,
 GC0390'AT THE CUMBERLAND AIRPORT, SET AT THE NASHVILLE BRIDGE COMPANY
 GC0390'HANGAR, 6 FEET SOUTH OF THE NORTHWEST CORNER OF THE HANGAR, 1/2 FOOT
 GC0390'WEST OF THE WEST EDGE OF THE FOUNDATION OF HANGAR AND SET IN THE TOP
 GC0390'OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE HANGER THE MARK
 GC0390'WAS SET BY HAS BEEN TORN DOWN AND IT APPEARS THE MARK WAS DESTROYED
 GC0390'AT THE SAME TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1078 ***********************************************************************
 FC1078  DESIGNATION -  C 189
 FC1078  PID         -  FC1078
 FC1078  STATE/COUNTY-  TN/HAMILTON
 FC1078  USGS QUAD   -  GRAYSVILLE (1990)
 FC1078
 FC1078                         *CURRENT SURVEY CONTROL
 FC1078  ___________________________________________________________________
 FC1078* NAD 83(1986)-  35 22 38.     (N)    085 06 55.     (W)     SCALED    
 FC1078* NAVD 88     -       225.563  (meters)     740.03   (feet)  ADJUSTED  
 FC1078  ___________________________________________________________________
 FC1078  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1078  DYNAMIC HT  -         225.346 (meters)     739.32  (feet)  COMP
 FC1078  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 FC1078
 FC1078  VERT ORDER  -  FIRST     CLASS II
 FC1078
 FC1078.The horizontal coordinates were scaled from a topographic map and have
 FC1078.an estimated accuracy of +/- 6 seconds.
 FC1078
 FC1078.The orthometric height was determined by differential leveling
 FC1078.and adjusted by the National Geodetic Survey in June 1991..
 FC1078
 FC1078.The geoid height was determined by GEOID03.
 FC1078
 FC1078.The dynamic height is computed by dividing the NAVD 88
 FC1078.geopotential number by the normal gravity value computed on the
 FC1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1078.degrees latitude (g = 980.6199 gals.).
 FC1078
 FC1078.The modeled gravity was interpolated from observed gravity values.
 FC1078
 FC1078;                    North         East    Units  Estimated Accuracy
 FC1078;SPC TN       -   116,180.      680,390.      MT  (+/- 180 meters Scaled)
 FC1078
 FC1078                          SUPERSEDED SURVEY CONTROL
 FC1078
 FC1078  NGVD 29 (??/??/92)  225.620  (m)          740.22   (f) ADJ UNCH    1 2
 FC1078
 FC1078.Superseded values are not recommended for survey control.
 FC1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1078.See file dsdata.txt to determine how the superseded data were derived.
 FC1078
 FC1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE712165(NAD 83)
 FC1078_MARKER: DB = BENCH MARK DISK
 FC1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1078_STAMPING: C 189 1950
 FC1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1078+STABILITY: SURFACE MOTION
 FC1078
 FC1078  HISTORY     - Date     Condition        Report By
 FC1078  HISTORY     - 1950     MONUMENTED       CGS
 FC1078  HISTORY     - 1972     GOOD             TVA
 FC1078
 FC1078                          STATION DESCRIPTION
 FC1078
 FC1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1078'0.4 MI SW FROM SALE CREEK.
 FC1078'ABOUT 0.45 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1078'STATION AT SALE CREEK, AT A ROAD CROSSING, ABOUT 0.1 MILE SOUTH
 FC1078'OF MILE POST 310, 74 FEET SOUTH OF THE CENTER OF THE CROSSING OF
 FC1078'THE MAIN TRACK, 64 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FC1078'ROAD, 33 FEET SOUTHWEST OF A TELEPHONE POLE, 44 FEET SOUTHEAST
 FC1078'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 34 FEET SOUTHEAST OF A
 FC1078'WHISTLE POST, 3 FEET NORTHWEST OF A FENCE LINE, 1 1/2 FEET NORTH
 FC1078'OF A T.V.A. STEEL WITNESS POST, ABOUT 7 FEET BELOW THE TOP OF RAIL
 FC1078'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FC1078
 FC1078                          STATION RECOVERY (1972)
 FC1078
 FC1078'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0050 ***********************************************************************
 FE0050  DESIGNATION -  C 19
 FE0050  PID         -  FE0050
 FE0050  STATE/COUNTY-  TN/CARROLL
 FE0050  USGS QUAD   -  BUENA VISTA (1973)
 FE0050
 FE0050                         *CURRENT SURVEY CONTROL
 FE0050  ___________________________________________________________________
 FE0050* NAD 83(1986)-  35 58 36.     (N)    088 17 21.     (W)     SCALED    
 FE0050* NAVD 88     -       154.334  (meters)     506.34   (feet)  ADJUSTED  
 FE0050  ___________________________________________________________________
 FE0050  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FE0050  DYNAMIC HT  -         154.201 (meters)     505.91  (feet)  COMP
 FE0050  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 FE0050
 FE0050  VERT ORDER  -  FIRST     CLASS II
 FE0050
 FE0050.The horizontal coordinates were scaled from a topographic map and have
 FE0050.an estimated accuracy of +/- 6 seconds.
 FE0050
 FE0050.The orthometric height was determined by differential leveling
 FE0050.and adjusted by the National Geodetic Survey in June 1991..
 FE0050
 FE0050.The geoid height was determined by GEOID03.
 FE0050
 FE0050.The dynamic height is computed by dividing the NAVD 88
 FE0050.geopotential number by the normal gravity value computed on the
 FE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0050.degrees latitude (g = 980.6199 gals.).
 FE0050
 FE0050.The modeled gravity was interpolated from observed gravity values.
 FE0050
 FE0050;                    North         East    Units  Estimated Accuracy
 FE0050;SPC TN       -   184,740.      393,570.      MT  (+/- 180 meters Scaled)
 FE0050
 FE0050                          SUPERSEDED SURVEY CONTROL
 FE0050
 FE0050  NGVD 29 (??/??/??)  154.358  (m)          506.42   (f) ADJUSTED    1 2
 FE0050
 FE0050.Superseded values are not recommended for survey control.
 FE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0050.See file dsdata.txt to determine how the superseded data were derived.
 FE0050
 FE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE837821(NAD 83)
 FE0050_MARKER: DB = BENCH MARK DISK
 FE0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0050_STAMPING: 506.600 C 19 1934
 FE0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0050+STABILITY: SURFACE MOTION
 FE0050
 FE0050  HISTORY     - Date     Condition        Report By
 FE0050  HISTORY     - 1934     MONUMENTED       CGS
 FE0050  HISTORY     - 1935     GOOD             CGS
 FE0050  HISTORY     - 1973     GOOD             TVA
 FE0050
 FE0050                          STATION DESCRIPTION
 FE0050
 FE0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0050'AT BUENA VISTA.
 FE0050'AT BUENA VISTA, CARROLL COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FE0050'AND ST. LOUIS RAILWAY, AT THE NORTH END OF THE STATION, 9 POLES
 FE0050'SOUTH OF MILEPOST 92, OPPOSITE SURVEY STATION 4857+05, AND 60
 FE0050'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 FE0050'STAMPED 506.600 C 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0050'NOTE-- RR STATION REMOVED.  33.7 FT S 5 E FROM SE CORNER OF WHITE
 FE0050'FRAME HOUSE AND 9.3 FT 30 W FROM 10 IN PINE.  MONUMENT IS FLUSH
 FE0050'WITH GROUND.  STATION IS 67.3 FT N 50 W FROM W RAIL OF MAIN
 FE0050'TRACK.
 FE0050
 FE0050                          STATION RECOVERY (1973)
 FE0050
 FE0050'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0482 ***********************************************************************
 GB0482  DESIGNATION -  C 190
 GB0482  PID         -  GB0482
 GB0482  STATE/COUNTY-  TN/ANDERSON
 GB0482  USGS QUAD   -  POWELL (1976)
 GB0482
 GB0482                         *CURRENT SURVEY CONTROL
 GB0482  ___________________________________________________________________
 GB0482* NAD 83(1986)-  36 02 09.     (N)    084 07 24.     (W)     SCALED    
 GB0482* NAVD 88     -       268.803  (meters)     881.90   (feet)  ADJUSTED  
 GB0482  ___________________________________________________________________
 GB0482  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB0482  DYNAMIC HT  -         268.555 (meters)     881.08  (feet)  COMP
 GB0482  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GB0482
 GB0482  VERT ORDER  -  FIRST     CLASS II
 GB0482
 GB0482.The horizontal coordinates were scaled from a topographic map and have
 GB0482.an estimated accuracy of +/- 6 seconds.
 GB0482
 GB0482.The orthometric height was determined by differential leveling
 GB0482.and adjusted by the National Geodetic Survey in June 1991..
 GB0482
 GB0482.The geoid height was determined by GEOID03.
 GB0482
 GB0482.The dynamic height is computed by dividing the NAVD 88
 GB0482.geopotential number by the normal gravity value computed on the
 GB0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0482.degrees latitude (g = 980.6199 gals.).
 GB0482
 GB0482.The modeled gravity was interpolated from observed gravity values.
 GB0482
 GB0482;                    North         East    Units  Estimated Accuracy
 GB0482;SPC TN       -   190,510.      769,110.      MT  (+/- 180 meters Scaled)
 GB0482
 GB0482                          SUPERSEDED SURVEY CONTROL
 GB0482
 GB0482  NGVD 29 (??/??/92)  268.932  (m)          882.32   (f) ADJ UNCH    1 2
 GB0482
 GB0482.Superseded values are not recommended for survey control.
 GB0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0482.See file dsdata.txt to determine how the superseded data were derived.
 GB0482
 GB0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE591917(NAD 83)
 GB0482_MARKER: DB = BENCH MARK DISK
 GB0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0482_STAMPING: C 190 1950
 GB0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0482+STABILITY: SURFACE MOTION
 GB0482
 GB0482  HISTORY     - Date     Condition        Report By
 GB0482  HISTORY     - 1950     MONUMENTED       CGS
 GB0482  HISTORY     - 1967     GOOD             NGS
 GB0482  HISTORY     - 1973     GOOD             LOCSUR
 GB0482
 GB0482                          STATION DESCRIPTION
 GB0482
 GB0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0482'5.4 MI SE FROM CLINTON.
 GB0482'ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0482'COURTHOUSE AT CLINTON, THENCE ABOUT 0.5 MILE WEST ALONG
 GB0482'RACOON VALLEY ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A PAVED
 GB0482'ROAD, AT THE ABANDONED CLINTON-OAK RIDGE AIRPORT, ABOUT 90 YARDS
 GB0482'NORTHWEST OF BENCH MARK D 190,89 FEET SOUTHWEST OF THE CENTER LINE
 GB0482'OF THE OLD AIRPORT DRIVE, 1.2 FEET EAST OF THE SOUTH CORNER OF
 GB0482'THE CONCRETE PORCH ON THE SOUTHWEST SIDE OF THE ABANDONED
 GB0482'ADMINISTRATION BUILDING, 0.6 FOOT SOUTH OF THE SOUTH EDGE OF
 GB0482'THE PORCH, ABOUT LEVEL WITH THE DRIVE, AND SET IN THE TOP OF A
 GB0482'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 GB0482
 GB0482                          STATION RECOVERY (1973)
 GB0482
 GB0482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1069 ***********************************************************************
 FC1069  DESIGNATION -  C 192
 FC1069  PID         -  FC1069
 FC1069  STATE/COUNTY-  TN/RHEA
 FC1069  USGS QUAD   -  GRAYSVILLE (1990)
 FC1069
 FC1069                         *CURRENT SURVEY CONTROL
 FC1069  ___________________________________________________________________
 FC1069* NAD 83(1986)-  35 26 36.     (N)    085 04 53.     (W)     SCALED    
 FC1069* NAVD 88     -       220.853  (meters)     724.58   (feet)  ADJUSTED  
 FC1069  ___________________________________________________________________
 FC1069  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1069  DYNAMIC HT  -         220.638 (meters)     723.88  (feet)  COMP
 FC1069  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 FC1069
 FC1069  VERT ORDER  -  FIRST     CLASS II
 FC1069
 FC1069.The horizontal coordinates were scaled from a topographic map and have
 FC1069.an estimated accuracy of +/- 6 seconds.
 FC1069
 FC1069.The orthometric height was determined by differential leveling
 FC1069.and adjusted by the National Geodetic Survey in June 1991..
 FC1069
 FC1069.The geoid height was determined by GEOID03.
 FC1069
 FC1069.The dynamic height is computed by dividing the NAVD 88
 FC1069.geopotential number by the normal gravity value computed on the
 FC1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1069.degrees latitude (g = 980.6199 gals.).
 FC1069
 FC1069.The modeled gravity was interpolated from observed gravity values.
 FC1069
 FC1069;                    North         East    Units  Estimated Accuracy
 FC1069;SPC TN       -   123,550.      683,400.      MT  (+/- 180 meters Scaled)
 FC1069
 FC1069                          SUPERSEDED SURVEY CONTROL
 FC1069
 FC1069  NGVD 29 (??/??/92)  220.913  (m)          724.78   (f) ADJ UNCH    1 2
 FC1069
 FC1069.Superseded values are not recommended for survey control.
 FC1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1069.See file dsdata.txt to determine how the superseded data were derived.
 FC1069
 FC1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE741239(NAD 83)
 FC1069_MARKER: DB = BENCH MARK DISK
 FC1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1069_STAMPING: C 192 1950
 FC1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1069+STABILITY: SURFACE MOTION
 FC1069
 FC1069  HISTORY     - Date     Condition        Report By
 FC1069  HISTORY     - 1950     MONUMENTED       CGS
 FC1069  HISTORY     - 1972     GOOD             TVA
 FC1069
 FC1069                          STATION DESCRIPTION
 FC1069
 FC1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1069'AT GRAYSVILLE.
 FC1069'AT GRAYSVILLE, ALONG THE SOUTHERN RAILWAY, 178 FEET EAST OF THE
 FC1069'EAST CORNER OF THE STATION, 273 FEET SOUTH-SOUTHWEST OF THE
 FC1069'CENTER OF A BLACK TOP ROAD CROSSING, 334 FEET SOUTH-SOUTHWEST
 FC1069'AND ACROSS THE TRACK AND ROAD FROM MILE POST 305, 97 FEET
 FC1069'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 1 FOOT NORTHWEST
 FC1069'OF A FENCE LINE, 65 FEET SOUTHEAST OF THE SECOND POLE NORTHEAST
 FC1069'OF THE STATION, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST,
 FC1069'1 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC1069'PROJECTING 3 INCHES.
 FC1069
 FC1069                          STATION RECOVERY (1972)
 FC1069
 FC1069'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0752 ***********************************************************************
 FC0752  DESIGNATION -  C 193
 FC0752  PID         -  FC0752
 FC0752  STATE/COUNTY-  TN/RHEA
 FC0752  USGS QUAD   -  DECATUR (1973)
 FC0752
 FC0752                         *CURRENT SURVEY CONTROL
 FC0752  ___________________________________________________________________
 FC0752* NAD 83(1986)-  35 37 12.     (N)    084 47 05.     (W)     SCALED    
 FC0752* NAVD 88     -       225.475  (meters)     739.75   (feet)  ADJUSTED  
 FC0752  ___________________________________________________________________
 FC0752  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0752  DYNAMIC HT  -         225.261 (meters)     739.04  (feet)  COMP
 FC0752  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 FC0752
 FC0752  VERT ORDER  -  FIRST     CLASS II
 FC0752
 FC0752.The horizontal coordinates were scaled from a topographic map and have
 FC0752.an estimated accuracy of +/- 6 seconds.
 FC0752
 FC0752.The orthometric height was determined by differential leveling
 FC0752.and adjusted by the National Geodetic Survey in June 1991..
 FC0752
 FC0752.The geoid height was determined by GEOID03.
 FC0752
 FC0752.The dynamic height is computed by dividing the NAVD 88
 FC0752.geopotential number by the normal gravity value computed on the
 FC0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0752.degrees latitude (g = 980.6199 gals.).
 FC0752
 FC0752.The modeled gravity was interpolated from observed gravity values.
 FC0752
 FC0752;                    North         East    Units  Estimated Accuracy
 FC0752;SPC TN       -   143,440.      710,090.      MT  (+/- 180 meters Scaled)
 FC0752
 FC0752                          SUPERSEDED SURVEY CONTROL
 FC0752
 FC0752  NGVD 29 (??/??/92)  225.557  (m)          740.01   (f) ADJ UNCH    1 2
 FC0752
 FC0752.Superseded values are not recommended for survey control.
 FC0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0752.See file dsdata.txt to determine how the superseded data were derived.
 FC0752
 FC0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE006440(NAD 83)
 FC0752_MARKER: DB = BENCH MARK DISK
 FC0752_SETTING: 0 = UNSPECIFIED SETTING
 FC0752_STAMPING: C 193 1950
 FC0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0752
 FC0752  HISTORY     - Date     Condition        Report By
 FC0752  HISTORY     - 1950     MONUMENTED       CGS
 FC0752
 FC0752                          STATION DESCRIPTION
 FC0752
 FC0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0752'10.6 MI SE FROM SPRING CITY.
 FC0752'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0752'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 6.65 MILES SOUTHEAST
 FC0752'ALONG STATE HIGHWAY 68, THENCE ABOUT 1.1 MILES NORTH ALONG A
 FC0752'BLACK TOP ROAD, AT THE WEST END OF WATTS BAR DAM ACROSS THE
 FC0752'TENNESSEE RIVER, AT THE NORTH END OF A DRIVE TO THE LOWER PART
 FC0752'OF THE DAM, 1.6 FEET WEST OF THE EAST EDGE OF A CONCRETE RETAINING
 FC0752'WALL EXTEND-SOUTH OF DAM, 1.3 FEET SOUTH OF THE NORTH END OF
 FC0752'THE RETAINING WALL, 19 FEET EAST OF THE EAST RAIL OF A SPUR
 FC0752'RAILWAY TRACK, 3 FEET SOUTH OF THE SOUTH RAIL OF A TURBINE CRANE
 FC0752'TRACK, AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0665 ***********************************************************************
 FC0665  DESIGNATION -  C 194
 FC0665  PID         -  FC0665
 FC0665  STATE/COUNTY-  TN/RHEA
 FC0665  USGS QUAD   -  RODDY (1976)
 FC0665
 FC0665                         *CURRENT SURVEY CONTROL
 FC0665  ___________________________________________________________________
 FC0665* NAD 83(1986)-  35 47 09.     (N)    084 45 46.     (W)     SCALED    
 FC0665* NAVD 88     -       239.106  (meters)     784.47   (feet)  ADJUSTED  
 FC0665  ___________________________________________________________________
 FC0665  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0665  DYNAMIC HT  -         238.882 (meters)     783.73  (feet)  COMP
 FC0665  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 FC0665
 FC0665  VERT ORDER  -  FIRST     CLASS II
 FC0665
 FC0665.The horizontal coordinates were scaled from a topographic map and have
 FC0665.an estimated accuracy of +/- 6 seconds.
 FC0665
 FC0665.The orthometric height was determined by differential leveling
 FC0665.and adjusted by the National Geodetic Survey in June 1991..
 FC0665
 FC0665.The geoid height was determined by GEOID03.
 FC0665
 FC0665.The dynamic height is computed by dividing the NAVD 88
 FC0665.geopotential number by the normal gravity value computed on the
 FC0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0665.degrees latitude (g = 980.6199 gals.).
 FC0665
 FC0665.The modeled gravity was interpolated from observed gravity values.
 FC0665
 FC0665;                    North         East    Units  Estimated Accuracy
 FC0665;SPC TN       -   161,860.      711,850.      MT  (+/- 180 meters Scaled)
 FC0665
 FC0665                          SUPERSEDED SURVEY CONTROL
 FC0665
 FC0665  NGVD 29 (??/??/92)  239.198  (m)          784.77   (f) ADJ UNCH    1 2
 FC0665
 FC0665.Superseded values are not recommended for survey control.
 FC0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0665.See file dsdata.txt to determine how the superseded data were derived.
 FC0665
 FC0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE021625(NAD 83)
 FC0665_MARKER: DB = BENCH MARK DISK
 FC0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0665_STAMPING: C 194 1950
 FC0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0665+STABILITY: SURFACE MOTION
 FC0665
 FC0665  HISTORY     - Date     Condition        Report By
 FC0665  HISTORY     - 1950     MONUMENTED       CGS
 FC0665
 FC0665                          STATION DESCRIPTION
 FC0665
 FC0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0665'8.6 MI NE FROM SPRING CITY.
 FC0665'8.65 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0665'AT SPRING CITY, 347 YARDS NORTHEAST OF THE OVERPASS OF THE
 FC0665'RAILWAY OVER A GRAVEL ROAD, 334 YARDS NORTHEAST OF MILE POST
 FC0665'275, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 13 FEET SOUTHEAST
 FC0665'OF A TELEPHONE POLE, ON THE TOP OF A LOW CUT, 57 FEET SOUTH OF
 FC0665'THE CENTER OF A CIRCULAR CONCRETE BATTERY BOX, 2 FEET NORTHEAST
 FC0665'OF A T.V.A. STEEL WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET
 FC0665'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY
 FC0665'BE REACHED FROM THE STATION AT ROCKWOOD BY GOING ABOUT 7.15
 FC0665'MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0716 ***********************************************************************
 FC0716  DESIGNATION -  C 195
 FC0716  PID         -  FC0716
 FC0716  STATE/COUNTY-  TN/ROANE
 FC0716  USGS QUAD   -  HARRIMAN (1980)
 FC0716
 FC0716                         *CURRENT SURVEY CONTROL
 FC0716  ___________________________________________________________________
 FC0716* NAD 83(1986)-  35 56 43.     (N)    084 31 23.     (W)     SCALED    
 FC0716* NAVD 88     -       228.922  (meters)     751.05   (feet)  ADJUSTED  
 FC0716  ___________________________________________________________________
 FC0716  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0716  DYNAMIC HT  -         228.712 (meters)     750.37  (feet)  COMP
 FC0716  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 FC0716
 FC0716  VERT ORDER  -  FIRST     CLASS II
 FC0716
 FC0716.The horizontal coordinates were scaled from a topographic map and have
 FC0716.an estimated accuracy of +/- 6 seconds.
 FC0716
 FC0716.The orthometric height was determined by differential leveling
 FC0716.and adjusted by the National Geodetic Survey in June 1991..
 FC0716
 FC0716.The geoid height was determined by GEOID03.
 FC0716
 FC0716.The dynamic height is computed by dividing the NAVD 88
 FC0716.geopotential number by the normal gravity value computed on the
 FC0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0716.degrees latitude (g = 980.6199 gals.).
 FC0716
 FC0716.The modeled gravity was interpolated from observed gravity values.
 FC0716
 FC0716;                    North         East    Units  Estimated Accuracy
 FC0716;SPC TN       -   179,850.      733,250.      MT  (+/- 180 meters Scaled)
 FC0716
 FC0716                          SUPERSEDED SURVEY CONTROL
 FC0716
 FC0716  NGVD 29 (??/??/92)  229.040  (m)          751.44   (f) ADJ UNCH    1 2
 FC0716
 FC0716.Superseded values are not recommended for survey control.
 FC0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0716.See file dsdata.txt to determine how the superseded data were derived.
 FC0716
 FC0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE234807(NAD 83)
 FC0716_MARKER: DB = BENCH MARK DISK
 FC0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0716_STAMPING: C 195 1950
 FC0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0716+STABILITY: SURFACE MOTION
 FC0716
 FC0716  HISTORY     - Date     Condition        Report By
 FC0716  HISTORY     - 1950     MONUMENTED       CGS
 FC0716  HISTORY     - 1967     MARK NOT FOUND   NGS
 FC0716
 FC0716                          STATION DESCRIPTION
 FC0716
 FC0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0716'2.2 MI E FROM HARRIMAN.
 FC0716'1.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0716'AT HARRIMAN, THENCE ABOUT 0.75 MILE SOUTH AND SOUTHEAST ALONG A
 FC0716'GRAVEL ROAD LEADING TO LILES AIRPORT, AT THE AIRPORT, 236 FEET
 FC0716'WEST OF THE WEST CORNER OF A 2-STORY SHOP BUILDING, ABOUT 80
 FC0716'YARDS NORTHEAST OF THE NORTHEAST BANK OF THE EMORY RIVER EMBAYMENT,
 FC0716'ABOUT 55 YARDS SOUTHWEST OF THE CENTER LINE OF THE AIRPORT ROAD,
 FC0716'33 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A FENCE
 FC0716'LINE, BETWEEN TWO OLD RAILROAD GRADES, 2 FEET NORTHWEST OF A
 FC0716'T.V.A. STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FC0716'PROJECTING 1 INCH.
 FC0716
 FC0716                          STATION RECOVERY (1967)
 FC0716
 FC0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0844 ***********************************************************************
 FC0844  DESIGNATION -  C 196
 FC0844  PID         -  FC0844
 FC0844  STATE/COUNTY-  TN/MORGAN
 FC0844  USGS QUAD   -  HARRIMAN (1980)
 FC0844
 FC0844                         *CURRENT SURVEY CONTROL
 FC0844  ___________________________________________________________________
 FC0844* NAD 83(1986)-  35 57 43.     (N)    084 34 21.     (W)     SCALED    
 FC0844* NAVD 88     -       236.548  (meters)     776.07   (feet)  ADJUSTED  
 FC0844  ___________________________________________________________________
 FC0844  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0844  DYNAMIC HT  -         236.331 (meters)     775.36  (feet)  COMP
 FC0844  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FC0844
 FC0844  VERT ORDER  -  FIRST     CLASS I
 FC0844
 FC0844.The horizontal coordinates were scaled from a topographic map and have
 FC0844.an estimated accuracy of +/- 6 seconds.
 FC0844
 FC0844.The orthometric height was determined by differential leveling
 FC0844.and adjusted by the National Geodetic Survey in June 1991..
 FC0844
 FC0844.The geoid height was determined by GEOID03.
 FC0844
 FC0844.The dynamic height is computed by dividing the NAVD 88
 FC0844.geopotential number by the normal gravity value computed on the
 FC0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0844.degrees latitude (g = 980.6199 gals.).
 FC0844
 FC0844.The modeled gravity was interpolated from observed gravity values.
 FC0844
 FC0844;                    North         East    Units  Estimated Accuracy
 FC0844;SPC TN       -   181,630.      728,760.      MT  (+/- 180 meters Scaled)
 FC0844
 FC0844                          SUPERSEDED SURVEY CONTROL
 FC0844
 FC0844  NGVD 29 (??/??/92)  236.663  (m)          776.45   (f) ADJ UNCH    1 1
 FC0844
 FC0844.Superseded values are not recommended for survey control.
 FC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0844.See file dsdata.txt to determine how the superseded data were derived.
 FC0844
 FC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE189824(NAD 83)
 FC0844_MARKER: DB = BENCH MARK DISK
 FC0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0844_SP_SET: CULVERT
 FC0844_STAMPING: C 196 1950
 FC0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0844
 FC0844  HISTORY     - Date     Condition        Report By
 FC0844  HISTORY     - 1950     MONUMENTED       CGS
 FC0844  HISTORY     - 1968     GOOD             NGS
 FC0844  HISTORY     - 1972     GOOD             TVA
 FC0844
 FC0844                          STATION DESCRIPTION
 FC0844
 FC0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0844'3.2 MI NW FROM HARRIMAN.
 FC0844'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0844'AT HARRIMAN, THENCE 1.05 MILES NORTHWEST ALONG CARTER STREET,
 FC0844'THENCE 1.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY, 188 FEET
 FC0844'NORTHEAST OF A SIGNAL GANTRY, SET IN THE TOP OF THE SOUTHWEST END
 FC0844'OF THE SOUTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER
 FC0844'THE TRACK, 14 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT
 FC0844'4 FEET BELOW THE LEVEL OF THE TRACK.
 FC0844
 FC0844                          STATION RECOVERY (1972)
 FC0844
 FC0844'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0925 ***********************************************************************
 GB0925  DESIGNATION -  C 197
 GB0925  PID         -  GB0925
 GB0925  STATE/COUNTY-  TN/SCOTT
 GB0925  USGS QUAD   -  ROBBINS (1980)
 GB0925
 GB0925                         *CURRENT SURVEY CONTROL
 GB0925  ___________________________________________________________________
 GB0925* NAD 83(1986)-  36 22 26.     (N)    084 34 11.     (W)     SCALED    
 GB0925* NAVD 88     -       393.263  (meters)    1290.23   (feet)  POSTED    
 GB0925  ___________________________________________________________________
 GB0925  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0925  DYNAMIC HT  -         392.920 (meters)    1289.11  (feet)  COMP
 GB0925  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 GB0925
 GB0925  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GB0925
 GB0925.The horizontal coordinates were scaled from a topographic map and have
 GB0925.an estimated accuracy of +/- 6 seconds.
 GB0925
 GB0925.The orthometric height was determined by differential leveling
 GB0925.and adjusted by the National Geodetic Survey in 1992..
 GB0925.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GB0925.rate of 3.1 thru 4.0 mm/km.
 GB0925
 GB0925.The geoid height was determined by GEOID03.
 GB0925
 GB0925.The dynamic height is computed by dividing the NAVD 88
 GB0925.geopotential number by the normal gravity value computed on the
 GB0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0925.degrees latitude (g = 980.6199 gals.).
 GB0925
 GB0925.The modeled gravity was interpolated from observed gravity values.
 GB0925
 GB0925;                    North         East    Units  Estimated Accuracy
 GB0925;SPC TN       -   227,340.      728,340.      MT  (+/- 180 meters Scaled)
 GB0925
 GB0925                          SUPERSEDED SURVEY CONTROL
 GB0925
 GB0925  NGVD 29 (??/??/92)  393.393  (m)         1290.66   (f) ADJ UNCH    1 2
 GB0925
 GB0925.Superseded values are not recommended for survey control.
 GB0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0925.See file dsdata.txt to determine how the superseded data were derived.
 GB0925
 GB0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF180281(NAD 83)
 GB0925_MARKER: DB = BENCH MARK DISK
 GB0925_SETTING: 66 = SET IN ROCK OUTCROP
 GB0925_SP_SET: ROCK CUT
 GB0925_STAMPING: C 197 1950
 GB0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0925+STABILITY: POSITION/ELEVATION WELL
 GB0925
 GB0925  HISTORY     - Date     Condition        Report By
 GB0925  HISTORY     - 1950     MONUMENTED       CGS
 GB0925  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0925
 GB0925                          STATION DESCRIPTION
 GB0925
 GB0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0925'1.9 MI N FROM ROBBINS.
 GB0925'ABOUT 1.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0925'STATION AT ROBBINS, 425 FEET SOUTH AND ACROSS THE TRACK FROM
 GB0925'MILE POST 220, ABOUT 0.65 MILE NORTH OF THE NORTH END OF TUNNEL
 GB0925'NO. 15, ACROSS THE TRACKS FROM THE SOUTH END OF A SMALL BENCH
 GB0925'CUT ON WEST SIDE OF THE TRACK, 11 FEET EAST OF THE EAST RAIL
 GB0925'OF THE EAST TRACK, SET VERTICALLY ABOUT 4 FEET ABOVE THE BOTTOM
 GB0925'OF DITCH IN THE WEST FACE OF A TALL ROCK CUT, ABOUT 130 YARDS
 GB0925'SOUTH OF THE NORTH END OF THE ROCK CUT AND ABOUT 2 FEET ABOVE
 GB0925'THE TRACK.
 GB0925
 GB0925                          STATION RECOVERY (1968)
 GB0925
 GB0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0011 ***********************************************************************
 GB0011  DESIGNATION -  C 198
 GB0011  PID         -  GB0011
 GB0011  STATE/COUNTY-  TN/SCOTT
 GB0011  USGS QUAD   -  WINFIELD (1982)
 GB0011
 GB0011                         *CURRENT SURVEY CONTROL
 GB0011  ___________________________________________________________________
 GB0011* NAD 83(1986)-  36 33 21.     (N)    084 27 07.     (W)     SCALED    
 GB0011* NAVD 88     -       403.330  (meters)    1323.26   (feet)  ADJUSTED  
 GB0011  ___________________________________________________________________
 GB0011  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GB0011  DYNAMIC HT  -         402.992 (meters)    1322.15  (feet)  COMP
 GB0011  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GB0011
 GB0011  VERT ORDER  -  FIRST     CLASS I
 GB0011
 GB0011.The horizontal coordinates were scaled from a topographic map and have
 GB0011.an estimated accuracy of +/- 6 seconds.
 GB0011
 GB0011.The orthometric height was determined by differential leveling
 GB0011.and adjusted by the National Geodetic Survey in June 1991..
 GB0011
 GB0011.The geoid height was determined by GEOID03.
 GB0011
 GB0011.The dynamic height is computed by dividing the NAVD 88
 GB0011.geopotential number by the normal gravity value computed on the
 GB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0011.degrees latitude (g = 980.6199 gals.).
 GB0011
 GB0011.The modeled gravity was interpolated from observed gravity values.
 GB0011
 GB0011;                    North         East    Units  Estimated Accuracy
 GB0011;SPC TN       -   247,690.      738,590.      MT  (+/- 180 meters Scaled)
 GB0011
 GB0011                          SUPERSEDED SURVEY CONTROL
 GB0011
 GB0011  NGVD 29 (??/??/92)  403.459  (m)         1323.68   (f) ADJ UNCH    1 1
 GB0011
 GB0011.Superseded values are not recommended for survey control.
 GB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0011.See file dsdata.txt to determine how the superseded data were derived.
 GB0011
 GB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF280486(NAD 83)
 GB0011_MARKER: DB = BENCH MARK DISK
 GB0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0011_STAMPING: C 198 1950
 GB0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0011+STABILITY: SURFACE MOTION
 GB0011
 GB0011  HISTORY     - Date     Condition        Report By
 GB0011  HISTORY     - 1950     MONUMENTED       CGS
 GB0011  HISTORY     - 1968     GOOD             NGS
 GB0011
 GB0011                          STATION DESCRIPTION
 GB0011
 GB0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0011'0.1 MI S FROM WINFIELD.
 GB0011'ABOUT 0.1 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0011'OFFICE AT WINFIELD, 20 YARDS NORTHEAST OF THE NORTHEAST CORNER
 GB0011'OF A SMALL LAKE, 30 FEET WEST OF THE WEST RAIL, 110 FEET SOUTHEAST
 GB0011'OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 17 FEET EAST OF THE
 GB0011'CENTERLINE OF A PRIVATE ROAD, 1.0 FOOT NORTH OF A METAL WITNESS
 GB0011'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN
 GB0011'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0836 ***********************************************************************
 FC0836  DESIGNATION -  C 2
 FC0836  PID         -  FC0836
 FC0836  STATE/COUNTY-  TN/ROANE
 FC0836  USGS QUAD   -  HARRIMAN (1980)
 FC0836
 FC0836                         *CURRENT SURVEY CONTROL
 FC0836  ___________________________________________________________________
 FC0836* NAD 83(1986)-  35 56 03.     (N)    084 33 05.     (W)     SCALED    
 FC0836* NAVD 88     -       241.425  (meters)     792.08   (feet)  ADJUSTED  
 FC0836  ___________________________________________________________________
 FC0836  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0836  DYNAMIC HT  -         241.204 (meters)     791.35  (feet)  COMP
 FC0836  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FC0836
 FC0836  VERT ORDER  -  FIRST     CLASS I
 FC0836
 FC0836.The horizontal coordinates were scaled from a topographic map and have
 FC0836.an estimated accuracy of +/- 6 seconds.
 FC0836
 FC0836.The orthometric height was determined by differential leveling
 FC0836.and adjusted by the National Geodetic Survey in June 1991..
 FC0836.WARNING-Repeat measurements at this control monument indicate possible
 FC0836.vertical movement.
 FC0836
 FC0836.The geoid height was determined by GEOID03.
 FC0836
 FC0836.The dynamic height is computed by dividing the NAVD 88
 FC0836.geopotential number by the normal gravity value computed on the
 FC0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0836.degrees latitude (g = 980.6199 gals.).
 FC0836
 FC0836.The modeled gravity was interpolated from observed gravity values.
 FC0836
 FC0836;                    North         East    Units  Estimated Accuracy
 FC0836;SPC TN       -   178,580.      730,710.      MT  (+/- 180 meters Scaled)
 FC0836
 FC0836                          SUPERSEDED SURVEY CONTROL
 FC0836
 FC0836  NGVD 29 (??/??/92)  241.540  (m)          792.45   (f) ADJ UNCH    1 1
 FC0836
 FC0836.Superseded values are not recommended for survey control.
 FC0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0836.See file dsdata.txt to determine how the superseded data were derived.
 FC0836
 FC0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE208794(NAD 83)
 FC0836_MARKER: B = BOLT
 FC0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0836_SP_SET: BUILDING
 FC0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0836
 FC0836  HISTORY     - Date     Condition        Report By
 FC0836  HISTORY     - UNK      MONUMENTED       CGS
 FC0836  HISTORY     - 1968     GOOD             NGS
 FC0836  HISTORY     - 1972     GOOD             TVA
 FC0836
 FC0836                          STATION DESCRIPTION
 FC0836
 FC0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0836'0.2 MI SW FROM HARRIMAN.
 FC0836'ABOUT 0.15 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0836'AT HARRIMAN, AT THE SOUTHEAST CORNER OF A BRICK AND STONE BUILDING
 FC0836'WHICH WAS FORMERLY THE CITY HALL, A BRASS BOLT SET VERTICALLY IN
 FC0836'THE NORTH FACE OF THE BRICK WALL OF THE BUILDING AND SURROUNDED BY
 FC0836'THE LETTERS USC AND GS CHISELED IN THE BRICK, 79 1/2 FEET
 FC0836'SOUTHEAST OF THE SOUTHEAST CURB OF ROANE STREET, 41 FEET SOUTHWEST
 FC0836'OF THE SOUTHWEST CURB OF WALDEN STREET, 20 1/2 FEET NORTHWEST
 FC0836'OF THE NORTHWEST EDGE OF A CONCRETE DRIVEWAY FOR THE FIRE STATION,
 FC0836'AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 FC0836
 FC0836                          STATION RECOVERY (1972)
 FC0836
 FC0836'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0766 ***********************************************************************
 FE0766  DESIGNATION -  C 20
 FE0766  PID         -  FE0766
 FE0766  STATE/COUNTY-  TN/MADISON
 FE0766  USGS QUAD   -  BEECH BLUFF (1981)
 FE0766
 FE0766                         *CURRENT SURVEY CONTROL
 FE0766  ___________________________________________________________________
 FE0766* NAD 83(1986)-  35 35 45.     (N)    088 37 58.     (W)     SCALED    
 FE0766* NAVD 88     -       118.943  (meters)     390.23   (feet)  ADJUSTED  
 FE0766  ___________________________________________________________________
 FE0766  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0766  DYNAMIC HT  -         118.836 (meters)     389.88  (feet)  COMP
 FE0766  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 FE0766
 FE0766  VERT ORDER  -  SECOND    CLASS 0
 FE0766
 FE0766.The horizontal coordinates were scaled from a topographic map and have
 FE0766.an estimated accuracy of +/- 6 seconds.
 FE0766
 FE0766.The orthometric height was determined by differential leveling
 FE0766.and adjusted by the National Geodetic Survey in June 1991..
 FE0766
 FE0766.The geoid height was determined by GEOID03.
 FE0766
 FE0766.The dynamic height is computed by dividing the NAVD 88
 FE0766.geopotential number by the normal gravity value computed on the
 FE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0766.degrees latitude (g = 980.6199 gals.).
 FE0766
 FE0766.The modeled gravity was interpolated from observed gravity values.
 FE0766
 FE0766;                    North         East    Units  Estimated Accuracy
 FE0766;SPC TN       -   143,280.      361,450.      MT  (+/- 180 meters Scaled)
 FE0766
 FE0766                          SUPERSEDED SURVEY CONTROL
 FE0766
 FE0766  NGVD 29 (??/??/??)  118.971  (m)          390.32   (f) ADJUSTED    2 0
 FE0766
 FE0766.Superseded values are not recommended for survey control.
 FE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0766.See file dsdata.txt to determine how the superseded data were derived.
 FE0766
 FE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE520403(NAD 83)
 FE0766_MARKER: DB = BENCH MARK DISK
 FE0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0766_STAMPING: 390.429 C 20 1934
 FE0766_MARK LOGO: CGS   
 FE0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0766+STABILITY: SURFACE MOTION
 FE0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0766+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 FE0766
 FE0766  HISTORY     - Date     Condition        Report By
 FE0766  HISTORY     - 1934     MONUMENTED       CGS
 FE0766  HISTORY     - 1935     GOOD             CGS
 FE0766  HISTORY     - 20020912 GOOD             USACE
 FE0766
 FE0766                          STATION DESCRIPTION
 FE0766
 FE0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0766'AT BEECH BLUFF.
 FE0766'AT BEECH BLUFF, MADISON COUNTY, ON THE NASVHILLE, CHATTANOOGA
 FE0766'AND ST. LOUIS RAILWAY, 65 FEET SOUTH AND 90 FEET EAST OF THE
 FE0766'SOUTHEAST CORNER OF THE STATION, HALFWAY BETWEEN POLES 133+19 AND
 FE0766'133+20, 45 FEET SOUTH OF THE TRACK, AND JUST OUTSIDE OF A YARD
 FE0766'FENCE.  A STANDARD DISK, STAMPED 390.429 C 20 1934 AND SET IN
 FE0766'THE TOP OF A CONCRETE POST.
 FE0766
 FE0766                          STATION RECOVERY (2002)
 FE0766
 FE0766'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0766'THE STATION IS LOCATED IN BEECH BLUFF, TENNESSEE APRROXIMATELY 300 FT
 FE0766'(91.4 M) SOUTH OF AND ACROSS 3 ROADS FROM THE BEECH BLUFF BAPTIST
 FE0766'CHURCH, AT THE INTERSECTION OF BEECH BLUFF ROAD AND SHIRLEY W MAY
 FE0766'DRIVE LOCATED 42.8 FT (13.0 M) FROM THE CENTER PIPE OF AN OLD
 FE0766'FOUNTAIN, 11.0 FT (3.4 M) E OF THE E EDGE OF A CONCRETE DRIVEWAY
 FE0766'LEADING S TO A YELLOW BRICKHOUSE, 15.0 FT (4.6 M) S OF THE CENTERLINE
 FE0766'OF SHIRLEY W MAG DRIVE, AND 10.0 FT (3.0 M) W OF THE W FACE OF A 30
 FE0766'INCH CATALPA TREE.  MONUMENT IS FLUSH WITH GROUND.  DESCRIBED BY MIKE
 FE0766'HAMNA OF MEM COE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0149 ***********************************************************************
 GB0149  DESIGNATION -  C 201
 GB0149  PID         -  GB0149
 GB0149  STATE/COUNTY-  TN/SCOTT
 GB0149  USGS QUAD   -  WINFIELD (1982)
 GB0149
 GB0149                         *CURRENT SURVEY CONTROL
 GB0149  ___________________________________________________________________
 GB0149* NAD 83(1986)-  36 35 09.     (N)    084 25 43.     (W)     SCALED    
 GB0149* NAVD 88     -       421.513  (meters)    1382.91   (feet)  ADJUSTED  
 GB0149  ___________________________________________________________________
 GB0149  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0149  DYNAMIC HT  -         421.162 (meters)    1381.76  (feet)  COMP
 GB0149  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GB0149
 GB0149  VERT ORDER  -  SECOND    CLASS 0
 GB0149
 GB0149.The horizontal coordinates were scaled from a topographic map and have
 GB0149.an estimated accuracy of +/- 6 seconds.
 GB0149
 GB0149.The orthometric height was determined by differential leveling
 GB0149.and adjusted by the National Geodetic Survey in June 1991..
 GB0149
 GB0149.The geoid height was determined by GEOID03.
 GB0149
 GB0149.The dynamic height is computed by dividing the NAVD 88
 GB0149.geopotential number by the normal gravity value computed on the
 GB0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0149.degrees latitude (g = 980.6199 gals.).
 GB0149
 GB0149.The modeled gravity was interpolated from observed gravity values.
 GB0149
 GB0149;                    North         East    Units  Estimated Accuracy
 GB0149;SPC TN       -   251,050.      740,630.      MT  (+/- 180 meters Scaled)
 GB0149
 GB0149                          SUPERSEDED SURVEY CONTROL
 GB0149
 GB0149  NGVD 29 (??/??/92)  421.646  (m)         1383.35   (f) ADJ UNCH    2 0
 GB0149
 GB0149.Superseded values are not recommended for survey control.
 GB0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0149.See file dsdata.txt to determine how the superseded data were derived.
 GB0149
 GB0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF300520(NAD 83)
 GB0149_MARKER: DB = BENCH MARK DISK
 GB0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0149_STAMPING: C 201 1951 1383.350
 GB0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0149+STABILITY: SURFACE MOTION
 GB0149
 GB0149  HISTORY     - Date     Condition        Report By
 GB0149  HISTORY     - 1951     MONUMENTED       CGS
 GB0149  HISTORY     - 1957     GOOD             NGS
 GB0149
 GB0149                          STATION DESCRIPTION
 GB0149
 GB0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0149'1 MI E FROM ISHAM.
 GB0149'ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE
 GB0149'TENNESSEE-KENTUCKY STATE LINE, THENCE ABOUT 0.7 MILE EAST ALONG
 GB0149'A DIRT ROAD, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A ROAD
 GB0149'NORTH, ABOUT 0.85 MILE WEST OF A T ROAD JUNCTION, ON THE OUTSIDE
 GB0149'OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND NORTHEAST AND
 GB0149'AT THE JUNCTION OF A WOODS TRAIL LEADING SOUTH, ABOUT 25 YARDS
 GB0149'WEST OF THE CENTER LINE OF DIM TRAIL, 11 FEET SOUTH OF A 12-INCH
 GB0149'BLACK OAK TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GB0149'ABOUT 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 GB0149'POST PROJECTING 5 INCHES.
 GB0149
 GB0149                          STATION RECOVERY (1957)
 GB0149
 GB0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0143 ***********************************************************************
 GB0143  DESIGNATION -  C 202
 GB0143  PID         -  GB0143
 GB0143  STATE/COUNTY-  TN/CAMPBELL
 GB0143  USGS QUAD   -  JELLICO WEST (1979)
 GB0143
 GB0143                         *CURRENT SURVEY CONTROL
 GB0143  ___________________________________________________________________
 GB0143* NAD 83(1986)-  36 33 14.     (N)    084 10 00.     (W)     SCALED    
 GB0143* NAVD 88     -       297.652  (meters)     976.55   (feet)  ADJUSTED  
 GB0143  ___________________________________________________________________
 GB0143  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 GB0143  DYNAMIC HT  -         297.391 (meters)     975.69  (feet)  COMP
 GB0143  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 GB0143
 GB0143  VERT ORDER  -  SECOND    CLASS 0
 GB0143
 GB0143.The horizontal coordinates were scaled from a topographic map and have
 GB0143.an estimated accuracy of +/- 6 seconds.
 GB0143
 GB0143.The orthometric height was determined by differential leveling
 GB0143.and adjusted by the National Geodetic Survey in June 1991..
 GB0143
 GB0143.The geoid height was determined by GEOID03.
 GB0143
 GB0143.The dynamic height is computed by dividing the NAVD 88
 GB0143.geopotential number by the normal gravity value computed on the
 GB0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0143.degrees latitude (g = 980.6199 gals.).
 GB0143
 GB0143.The modeled gravity was interpolated from observed gravity values.
 GB0143
 GB0143;                    North         East    Units  Estimated Accuracy
 GB0143;SPC TN       -   247,910.      764,130.      MT  (+/- 180 meters Scaled)
 GB0143
 GB0143                          SUPERSEDED SURVEY CONTROL
 GB0143
 GB0143  NGVD 29 (??/??/92)  297.791  (m)          977.00   (f) ADJ UNCH    2 0
 GB0143
 GB0143.Superseded values are not recommended for survey control.
 GB0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0143.See file dsdata.txt to determine how the superseded data were derived.
 GB0143
 GB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF535491(NAD 83)
 GB0143_MARKER: DB = BENCH MARK DISK
 GB0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0143_STAMPING: C 202 1951 977.003
 GB0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0143+STABILITY: SURFACE MOTION
 GB0143
 GB0143  HISTORY     - Date     Condition        Report By
 GB0143  HISTORY     - 1951     MONUMENTED       CGS
 GB0143  HISTORY     - 1957     GOOD             NGS
 GB0143
 GB0143                          STATION DESCRIPTION
 GB0143
 GB0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0143'AT NEWCOMB.
 GB0143'AT NEWCOMB, ALONG THE SOUTHERN RAILWAY, ABOUT 0.15 MILE SOUTHWEST
 GB0143'OF MILE POST 62, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GB0143'MAIN TRACK, 149 1/2 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 GB0143'STATION, 1 1/2 FEET EAST OF THE NORTH CORNER OF A FENCE AROUND
 GB0143'A HOUSE WITH IMITATION BRICK SIDING, 19 FEET NORTH OF THE NORTH
 GB0143'CORNER OF THE HOUSE, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 GB0143'POST, ABOUT 2 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 GB0143'CONCRETE POST PROJECTING 6 INCHES.
 GB0143
 GB0143                          STATION RECOVERY (1957)
 GB0143
 GB0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1371 ***********************************************************************
 GB1371  DESIGNATION -  C 203
 GB1371  PID         -  GB1371
 GB1371  STATE/COUNTY-  TN/FENTRESS
 GB1371  USGS QUAD   -  MOODYVILLE (1962)
 GB1371
 GB1371                         *CURRENT SURVEY CONTROL
 GB1371  ___________________________________________________________________
 GB1371* NAD 83(1986)-  36 33 51.     (N)    085 00 41.     (W)     SCALED    
 GB1371* NAVD 88     -       263.972  (meters)     866.05   (feet)  ADJUSTED  
 GB1371  ___________________________________________________________________
 GB1371  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB1371  DYNAMIC HT  -         263.745 (meters)     865.30  (feet)  COMP
 GB1371  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 GB1371
 GB1371  VERT ORDER  -  SECOND    CLASS 0
 GB1371
 GB1371.The horizontal coordinates were scaled from a topographic map and have
 GB1371.an estimated accuracy of +/- 6 seconds.
 GB1371
 GB1371.The orthometric height was determined by differential leveling
 GB1371.and adjusted by the National Geodetic Survey in June 1991..
 GB1371
 GB1371.The geoid height was determined by GEOID03.
 GB1371
 GB1371.The dynamic height is computed by dividing the NAVD 88
 GB1371.geopotential number by the normal gravity value computed on the
 GB1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1371.degrees latitude (g = 980.6199 gals.).
 GB1371
 GB1371.The modeled gravity was interpolated from observed gravity values.
 GB1371
 GB1371;                    North         East    Units  Estimated Accuracy
 GB1371;SPC TN       -   247,960.      688,500.      MT  (+/- 180 meters Scaled)
 GB1371
 GB1371                          SUPERSEDED SURVEY CONTROL
 GB1371
 GB1371  NGVD 29 (??/??/92)  264.099  (m)          866.46   (f) ADJ UNCH    2 0
 GB1371
 GB1371.Superseded values are not recommended for survey control.
 GB1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1371.See file dsdata.txt to determine how the superseded data were derived.
 GB1371
 GB1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF779483(NAD 83)
 GB1371_MARKER: DB = BENCH MARK DISK
 GB1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1371_SP_SET: STEP
 GB1371_STAMPING: C 203 1951 866.465
 GB1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1371
 GB1371  HISTORY     - Date     Condition        Report By
 GB1371  HISTORY     - 1951     MONUMENTED       CGS
 GB1371  HISTORY     - 1958     GOOD             NGS
 GB1371
 GB1371                          STATION DESCRIPTION
 GB1371
 GB1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1371'AT FORBUS.
 GB1371'AT FORBUS, ALONG STATE HIGHWAY 28, AT THE POST OFFICE, ABOUT
 GB1371'0.25 MILE EAST OF FENTRESS-PICKETT COUNTY LINE, IN THE TOP OF THE
 GB1371'FIRST STEP BELOW TOP OF NORTHEAST WING WALL OF NORTHWEST ABUTMENT
 GB1371'OF BRIDGE OVER CANEY CREEK, 15 FEET NORTHEAST OF CENTER LINE OF
 GB1371'HIGHWAY, 77 FEET SOUTH OF SOUTH CORNER OF POST OFFICE AND ABOUT
 GB1371'1 FOOT BELOW HIGHWAY.
 GB1371
 GB1371                          STATION RECOVERY (1958)
 GB1371
 GB1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1563 ***********************************************************************
 GB1563  DESIGNATION -  C 204
 GB1563  PID         -  GB1563
 GB1563  STATE/COUNTY-  TN/CLAY
 GB1563  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1563
 GB1563                         *CURRENT SURVEY CONTROL
 GB1563  ___________________________________________________________________
 GB1563* NAD 83(1995)-  36 36 16.45359(N)    085 25 34.95806(W)     ADJUSTED  
 GB1563* NAVD 88     -       324.266  (meters)    1063.86   (feet)  ADJUSTED  
 GB1563  ___________________________________________________________________
 GB1563  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GB1563  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GB1563  DYNAMIC HT  -         323.987 (meters)    1062.95  (feet)  COMP
 GB1563  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 GB1563
 GB1563  HORZ ORDER  -  SECOND
 GB1563  VERT ORDER  -  SECOND    CLASS 0
 GB1563
 GB1563.The horizontal coordinates were established by classical geodetic methods
 GB1563.and adjusted by the National Geodetic Survey in April 1999..
 GB1563
 GB1563.The orthometric height was determined by differential leveling
 GB1563.and adjusted by the National Geodetic Survey in June 1991..
 GB1563.WARNING-Repeat measurements at this control monument indicate possible
 GB1563.vertical movement.
 GB1563
 GB1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1563
 GB1563.The geoid height was determined by GEOID03.
 GB1563
 GB1563.The dynamic height is computed by dividing the NAVD 88
 GB1563.geopotential number by the normal gravity value computed on the
 GB1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1563.degrees latitude (g = 980.6199 gals.).
 GB1563
 GB1563.The modeled gravity was interpolated from observed gravity values.
 GB1563
 GB1563;                    North         East     Units Scale Factor Converg.
 GB1563;SPC TN       -   252,150.866   651,323.999   MT  1.00003873   +0 20 09.0
 GB1563;SPC TN       -   827,264.97  2,136,885.49   sFT  1.00003873   +0 20 09.0
 GB1563;SPC KY1Z     - 1,030,154.929 1,528,958.938   MT  1.00014890   +0 11 55.3
 GB1563;SPC KY1Z     - 3,379,766.63  5,016,259.45   sFT  1.00014890   +0 11 55.3
 GB1563;SPC KY S     -   530,149.944   528,955.377   MT  1.00002587   +0 11 46.6
 GB1563;SPC KY S     - 1,739,333.61  1,735,414.43   sFT  1.00002587   +0 11 46.6
 GB1563;UTM  16      - 4,052,160.178   640,741.630   MT  0.99984404   +0 56 18.6
 GB1563
 GB1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1563!SPC TN       -   0.99995391  x   1.00003873  =   0.99999264
 GB1563!SPC KY1Z     -   0.99995391  x   1.00014890  =   1.00010280
 GB1563!SPC KY S     -   0.99995391  x   1.00002587  =   0.99997978
 GB1563!UTM  16      -   0.99995391  x   0.99984404  =   0.99979796
 GB1563
 GB1563                          SUPERSEDED SURVEY CONTROL
 GB1563
 GB1563  NAD 83(1995)-  36 36 16.45390(N)    085 25 34.95836(W) AD(       ) 2
 GB1563  NAD 83(1995)-  36 36 16.46370(N)    085 25 34.96315(W) AD(       ) 2
 GB1563  NAD 83(1986)-  36 36 16.46427(N)    085 25 34.96311(W) AD(       ) 2
 GB1563  NAD 27      -  36 36 16.23965(N)    085 25 35.08618(W) AD(       ) 2
 GB1563  NGVD 29 (??/??/92)  324.376  (m)         1064.22   (f) ADJ UNCH    2 0
 GB1563
 GB1563.Superseded values are not recommended for survey control.
 GB1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1563.See file dsdata.txt to determine how the superseded data were derived.
 GB1563
 GB1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4074252160(NAD 83)
 GB1563_MARKER: DB = BENCH MARK DISK
 GB1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1563_STAMPING: C 204 1951
 GB1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1563+STABILITY: SURFACE MOTION
 GB1563
 GB1563  HISTORY     - Date     Condition        Report By
 GB1563  HISTORY     - 1966     MONUMENTED       CGS
 GB1563  HISTORY     - 1966     GOOD             NGS
 GB1563
 GB1563                          STATION DESCRIPTION
 GB1563
 GB1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB1563'STATION IS LOCATED ABOUT 0.25 MILE SW ALONG STATE HIGHWAY 53 FROM THE
 GB1563'CROSS ROADS AT THOMPSONS STORE, ABOUT 0.8 MILE NE OF PLAINVIEW
 GB1563'SCHOOL, ABOUT 160 YARDS NE OF THE JUNCTION OF A GRAVEL ROAD LEADING
 GB1563'NORTH, 22-1/2 FEET NW OF CENTER LINE OF HIGHWAY, ABOUT 10 YARDS NE OF
 GB1563'THE TOP OF A GRADE, 8 FEET SW OF A 12-INCH OAK TREE, 2 FEET N OF A
 GB1563'WHITE WITNESS POST, ABOUT 1-1/2 FEET ABOVE HIGHWAY.  THE
 GB1563'MARK IS A STANDARD USC AND GS BENCH MARK DISK STAMPED C 204 1951 SET
 GB1563'IN CONCRETE POST PROJECTING 3 INCHES.
 GB1563
 GB1563                          STATION RECOVERY (1966)
 GB1563
 GB1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1563'0.2 MI SW FROM THOMPSONS STORE.
 GB1563'ABOUT 0.25 MILE SOUTHWEST ALONG STATE ROUTE 53 FROM THE CROSSROADS
 GB1563'AT THOMPSONS STORE, ABOUT 0.8 MILE NORTHEAST OF THE PLAINVIEW
 GB1563'SCHOOL, 47 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 GB1563'DRIVEWAY, 33 FEET EAST OF POWERLINE POLE NO. 41, 24 FEET NORTHWEST
 GB1563'OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 0.9 OF A FOOT
 GB1563'SOUTH OF A METAL WITNESS POST AND SIGN, AND ABOUT 1.5 FEET ABOVE THE
 GB1563'LEVEL OF THE ROAD.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 GB1563'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT FLUSH WITH THE SURFACE
 GB1563'OF THE GROUND AND THE DISK IS STAMPED C 204 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0143 ***********************************************************************
 FE0143  DESIGNATION -  C 21
 FE0143  PID         -  FE0143
 FE0143  STATE/COUNTY-  TN/DECATUR
 FE0143  USGS QUAD   -  JEANNETTE (1986)
 FE0143
 FE0143                         *CURRENT SURVEY CONTROL
 FE0143  ___________________________________________________________________
 FE0143* NAD 83(1986)-  35 38 17.     (N)    088 07 22.     (W)     SCALED    
 FE0143* NAVD 88     -       157.493  (meters)     516.71   (feet)  POSTED    
 FE0143  ___________________________________________________________________
 FE0143  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0143  DYNAMIC HT  -         157.350 (meters)     516.24  (feet)  COMP
 FE0143  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0143
 FE0143  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FE0143
 FE0143.The horizontal coordinates were scaled from a topographic map and have
 FE0143.an estimated accuracy of +/- 6 seconds.
 FE0143
 FE0143.The orthometric height was determined by differential leveling
 FE0143.and adjusted by the National Geodetic Survey in 1992..
 FE0143.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FE0143.rate of 1.1 thru 2.0 mm/km.
 FE0143
 FE0143.The geoid height was determined by GEOID03.
 FE0143
 FE0143.The dynamic height is computed by dividing the NAVD 88
 FE0143.geopotential number by the normal gravity value computed on the
 FE0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0143.degrees latitude (g = 980.6199 gals.).
 FE0143
 FE0143.The modeled gravity was interpolated from observed gravity values.
 FE0143
 FE0143;                    North         East    Units  Estimated Accuracy
 FE0143;SPC TN       -   146,840.      407,760.      MT  (+/- 180 meters Scaled)
 FE0143
 FE0143                          SUPERSEDED SURVEY CONTROL
 FE0143
 FE0143  NGVD 29 (??/??/??)  157.506  (m)          516.75   (f) ADJUSTED    2 0
 FE0143
 FE0143.Superseded values are not recommended for survey control.
 FE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0143.See file dsdata.txt to determine how the superseded data were derived.
 FE0143
 FE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE983443(NAD 83)
 FE0143_MARKER: DB = BENCH MARK DISK
 FE0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0143_STAMPING: 516.810 C 21 1934
 FE0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0143+STABILITY: SURFACE MOTION
 FE0143
 FE0143  HISTORY     - Date     Condition        Report By
 FE0143  HISTORY     - 1934     MONUMENTED       CGS
 FE0143  HISTORY     - 1935     GOOD             CGS
 FE0143  HISTORY     - 1971     MARK NOT FOUND   TVA
 FE0143
 FE0143                          STATION DESCRIPTION
 FE0143
 FE0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0143'AT PARSONS.
 FE0143'AT PARSONS, DECATUR COUNTY, ON STATE HIGHWAY 69, AT THE SOUTH CITY
 FE0143'LIMITS, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3
 FE0143'FEET SOUTH OF A SMALL DITCH.  A STANDARD DISK, STAMPED 516.810
 FE0143'C 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0143
 FE0143                          STATION RECOVERY (1971)
 FE0143
 FE0143'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1292 ***********************************************************************
 FE1292  DESIGNATION -  C 213
 FE1292  PID         -  FE1292
 FE1292  STATE/COUNTY-  TN/FAYETTE
 FE1292  USGS QUAD   -  ARLINGTON (1973)
 FE1292
 FE1292                         *CURRENT SURVEY CONTROL
 FE1292  ___________________________________________________________________
 FE1292* NAD 83(1986)-  35 17 46.     (N)    089 38 58.     (W)     SCALED    
 FE1292* NAVD 88     -        87.965  (meters)     288.60   (feet)  ADJUSTED  
 FE1292  ___________________________________________________________________
 FE1292  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1292  DYNAMIC HT  -          87.886 (meters)     288.34  (feet)  COMP
 FE1292  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FE1292
 FE1292  VERT ORDER  -  SECOND    CLASS 0
 FE1292
 FE1292.The horizontal coordinates were scaled from a topographic map and have
 FE1292.an estimated accuracy of +/- 6 seconds.
 FE1292
 FE1292.The orthometric height was determined by differential leveling
 FE1292.and adjusted by the National Geodetic Survey in June 1991..
 FE1292
 FE1292.The geoid height was determined by GEOID03.
 FE1292
 FE1292.The dynamic height is computed by dividing the NAVD 88
 FE1292.geopotential number by the normal gravity value computed on the
 FE1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1292.degrees latitude (g = 980.6199 gals.).
 FE1292
 FE1292.The modeled gravity was interpolated from observed gravity values.
 FE1292
 FE1292;                    North         East    Units  Estimated Accuracy
 FE1292;SPC TN       -   113,010.      268,130.      MT  (+/- 180 meters Scaled)
 FE1292
 FE1292                          SUPERSEDED SURVEY CONTROL
 FE1292
 FE1292  NGVD 29 (??/??/??)   87.956  (m)          288.57   (f) ADJUSTED    2 0
 FE1292
 FE1292.Superseded values are not recommended for survey control.
 FE1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1292.See file dsdata.txt to determine how the superseded data were derived.
 FE1292
 FE1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE590091(NAD 83)
 FE1292_MARKER: DB = BENCH MARK DISK
 FE1292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1292_SP_SET: BRIDGE ABUTMENT
 FE1292_STAMPING: C 213 1959
 FE1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1292
 FE1292  HISTORY     - Date     Condition        Report By
 FE1292  HISTORY     - 1959     MONUMENTED       CGS
 FE1292  HISTORY     - 20021002 POOR             USACE
 FE1292
 FE1292                          STATION DESCRIPTION
 FE1292
 FE1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1292'3.6 MI SW FROM GALLAWAY.
 FE1292'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1292'CROSSING AT GALLAWAY, THENCE 1.7 MILES WEST ALONG A PAVED ROAD,
 FE1292'90.0 FT. EAST-SOUTHEAST OF A TELEPHONE POLE, 57.0 FT. EAST OF A
 FE1292'DRIVEWAY TO A CORRAL, 26.0 FT. WEST OF A DRIVEWAY TO A COTTON
 FE1292'FIELD, 12.0 FT. NORTH OF THE CENTER LINE OF A PAVED ROAD,
 FE1292'A C AND GS DISK SET IN THE EAST END OF THE NORTH SIDE OF A
 FE1292'CONCRETE BRIDGE ABUTMENT, ABOUT 1.0 FT. ABOVE THE LEVEL OF
 FE1292'THE ROAD.
 FE1292
 FE1292                          STATION RECOVERY (2002)
 FE1292
 FE1292'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1292'MARK DESTROYED. BRIDGE REPLACED WITH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0840 ***********************************************************************
 FE0840  DESIGNATION -  C 214
 FE0840  PID         -  FE0840
 FE0840  STATE/COUNTY-  TN/HAYWOOD
 FE0840  USGS QUAD   -  DENMARK (1981)
 FE0840
 FE0840                         *CURRENT SURVEY CONTROL
 FE0840  ___________________________________________________________________
 FE0840* NAD 83(1986)-  35 34 28.     (N)    089 07 11.     (W)     SCALED    
 FE0840* NAVD 88     -       131.701  (meters)     432.09   (feet)  ADJUSTED  
 FE0840  ___________________________________________________________________
 FE0840  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0840  DYNAMIC HT  -         131.584 (meters)     431.71  (feet)  COMP
 FE0840  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FE0840
 FE0840  VERT ORDER  -  SECOND    CLASS 0
 FE0840
 FE0840.The horizontal coordinates were scaled from a topographic map and have
 FE0840.an estimated accuracy of +/- 6 seconds.
 FE0840
 FE0840.The orthometric height was determined by differential leveling
 FE0840.and adjusted by the National Geodetic Survey in June 1991..
 FE0840
 FE0840.The geoid height was determined by GEOID03.
 FE0840
 FE0840.The dynamic height is computed by dividing the NAVD 88
 FE0840.geopotential number by the normal gravity value computed on the
 FE0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0840.degrees latitude (g = 980.6199 gals.).
 FE0840
 FE0840.The modeled gravity was interpolated from observed gravity values.
 FE0840
 FE0840;                    North         East    Units  Estimated Accuracy
 FE0840;SPC TN       -   142,210.      317,270.      MT  (+/- 180 meters Scaled)
 FE0840
 FE0840                          SUPERSEDED SURVEY CONTROL
 FE0840
 FE0840  NGVD 29 (??/??/??)  131.717  (m)          432.14   (f) ADJUSTED    2 0
 FE0840
 FE0840.Superseded values are not recommended for survey control.
 FE0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0840.See file dsdata.txt to determine how the superseded data were derived.
 FE0840
 FE0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE079388(NAD 83)
 FE0840_MARKER: DB = BENCH MARK DISK
 FE0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0840_STAMPING: C 214 1959
 FE0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0840+STABILITY: SURFACE MOTION
 FE0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0840+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0840
 FE0840  HISTORY     - Date     Condition        Report By
 FE0840  HISTORY     - 1959     MONUMENTED       CGS
 FE0840  HISTORY     - 20020907 GOOD             USACE
 FE0840
 FE0840                          STATION DESCRIPTION
 FE0840
 FE0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0840'14 MI SE FROM BROWNSVILLE.
 FE0840'0.6 MILE EAST OF HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0840'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0840'MILES EAST OF A PAVED ROAD, THENCE 0.65 MILE NORTH OF A PAVED
 FE0840'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0840'JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE
 FE0840'DRIVE, THENCE 0.5 MILE NORTH, THENCE ABOUT 0.5 MILE NORTHEAST
 FE0840'ACROSS COUNTRY TO A DIRT ROAD, THENCE 0.8 MILE EAST ON THE DIRT
 FE0840'ROAD TO A Y JUNCTION, THENCE 0.55 MILE NORTH OF A GRAVELED ROAD,
 FE0840'THENCE 1.8 MILE EAST ON A GRAVELED ROAD, 43 FT. EAST OF THE
 FE0840'CENTER OF A T JUNCTION, 16 FT. NORTHEAST OF THE NORTHWEST FENCE
 FE0840'CORNER POST, 11 FT. NORTH OF A FENCE, 2 FT. NORTH OF A POWER
 FE0840'LINE POLE, 1.5 FT. SOUTH OF A WITNESS POST, A C AND GS DISK SET
 FE0840'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  THIS MARK IS 0.7
 FE0840'MILES SOUTH OF B.M. 39 RHP (U.S.G.S.).
 FE0840
 FE0840                          STATION RECOVERY (2002)
 FE0840
 FE0840'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0840'MONUMENT IS 0.2 MI S OF THE UNION MERCER RD OVERPASS AT I40, IN THE SW
 FE0840'CORNER OF THE PROPERTY AT 3564 UNION MERCER RD., 2 FT N OF A POWER
 FE0840'POLE WITH TRANSFORMER IN A FLOWER BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1503 ***********************************************************************
 FE1503  DESIGNATION -  C 215
 FE1503  PID         -  FE1503
 FE1503  STATE/COUNTY-  TN/SHELBY
 FE1503  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1503
 FE1503                         *CURRENT SURVEY CONTROL
 FE1503  ___________________________________________________________________
 FE1503* NAD 83(1986)-  35 04 49.     (N)    089 58 18.     (W)     SCALED    
 FE1503* NAVD 88     -        78.111  (meters)     256.27   (feet)  ADJUSTED  
 FE1503  ___________________________________________________________________
 FE1503  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1503  DYNAMIC HT  -          78.039 (meters)     256.03  (feet)  COMP
 FE1503  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FE1503
 FE1503  VERT ORDER  -  SECOND    CLASS 0
 FE1503
 FE1503.The horizontal coordinates were scaled from a topographic map and have
 FE1503.an estimated accuracy of +/- 6 seconds.
 FE1503
 FE1503.The orthometric height was determined by differential leveling
 FE1503.and adjusted by the National Geodetic Survey in June 1991..
 FE1503
 FE1503.The geoid height was determined by GEOID03.
 FE1503
 FE1503.The dynamic height is computed by dividing the NAVD 88
 FE1503.geopotential number by the normal gravity value computed on the
 FE1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1503.degrees latitude (g = 980.6199 gals.).
 FE1503
 FE1503.The modeled gravity was interpolated from observed gravity values.
 FE1503
 FE1503;                    North         East    Units  Estimated Accuracy
 FE1503;SPC TN       -    90,220.      237,880.      MT  (+/- 180 meters Scaled)
 FE1503
 FE1503                          SUPERSEDED SURVEY CONTROL
 FE1503
 FE1503  NGVD 29 (??/??/??)   78.080  (m)          256.17   (f) ADJUSTED    2 0
 FE1503
 FE1503.Superseded values are not recommended for survey control.
 FE1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1503.See file dsdata.txt to determine how the superseded data were derived.
 FE1503
 FE1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD290859(NAD 83)
 FE1503_MARKER: DB = BENCH MARK DISK
 FE1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1503_STAMPING: C 215 1959
 FE1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1503+STABILITY: SURFACE MOTION
 FE1503
 FE1503  HISTORY     - Date     Condition        Report By
 FE1503  HISTORY     - 1959     MONUMENTED       CGS
 FE1503  HISTORY     - 1973     MARK NOT FOUND   NGS
 FE1503
 FE1503                          STATION DESCRIPTION
 FE1503
 FE1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1503'IN MEMPHIS.
 FE1503'THIS MARK IS SET AT THE INTERSECTION OF PENDELTON ST. AND
 FE1503'KETCHUM RD. 26 FT. SOUTH OF THE CENTER OF KETCHUM RD., 5.7 FT.
 FE1503'EAST-SOUTHEAST OF A CONCRETE STREET MARKER OF PENDELTON ST. AND
 FE1503'KETCHUM RD., 4.6 FT. SOUTHWEST OF A POWER LINE POLE, 1.9 FT. EAST
 FE1503'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 FE1503'PROJECTING 3 INCHES.  THIS MARK IS ABOUT 0.8 MILE WEST OF STATION
 FE1503'LAMAR 1959.
 FE1503
 FE1503                          STATION RECOVERY (1973)
 FE1503
 FE1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FE1503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0644 ***********************************************************************
 FE0644  DESIGNATION -  C 216
 FE0644  PID         -  FE0644
 FE0644  STATE/COUNTY-  TN/MADISON
 FE0644  USGS QUAD   -  CLAYBROOK (1980)
 FE0644
 FE0644                         *CURRENT SURVEY CONTROL
 FE0644  ___________________________________________________________________
 FE0644* NAD 83(1986)-  35 42 13.     (N)    088 40 24.     (W)     SCALED    
 FE0644* NAVD 88     -       168.591  (meters)     553.12   (feet)  ADJUSTED  
 FE0644  ___________________________________________________________________
 FE0644  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0644  DYNAMIC HT  -         168.441 (meters)     552.63  (feet)  COMP
 FE0644  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE0644
 FE0644  VERT ORDER  -  SECOND    CLASS 0
 FE0644
 FE0644.The horizontal coordinates were scaled from a topographic map and have
 FE0644.an estimated accuracy of +/- 6 seconds.
 FE0644
 FE0644.The orthometric height was determined by differential leveling
 FE0644.and adjusted by the National Geodetic Survey in June 1991..
 FE0644
 FE0644.The geoid height was determined by GEOID03.
 FE0644
 FE0644.The dynamic height is computed by dividing the NAVD 88
 FE0644.geopotential number by the normal gravity value computed on the
 FE0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0644.degrees latitude (g = 980.6199 gals.).
 FE0644
 FE0644.The modeled gravity was interpolated from observed gravity values.
 FE0644
 FE0644;                    North         East    Units  Estimated Accuracy
 FE0644;SPC TN       -   155,340.      358,110.      MT  (+/- 180 meters Scaled)
 FE0644
 FE0644                          SUPERSEDED SURVEY CONTROL
 FE0644
 FE0644  NGVD 29 (??/??/??)  168.624  (m)          553.23   (f) ADJUSTED    2 0
 FE0644
 FE0644.Superseded values are not recommended for survey control.
 FE0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0644.See file dsdata.txt to determine how the superseded data were derived.
 FE0644
 FE0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE486523(NAD 83)
 FE0644_MARKER: DB = BENCH MARK DISK
 FE0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0644_STAMPING: C 216 1959
 FE0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0644+STABILITY: SURFACE MOTION
 FE0644
 FE0644  HISTORY     - Date     Condition        Report By
 FE0644  HISTORY     - 1959     MONUMENTED       CGS
 FE0644  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0644
 FE0644                          STATION DESCRIPTION
 FE0644
 FE0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0644'18.2 MI NE FROM JACKSON.
 FE0644'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0644'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0644'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ON U.S. HIGHWAY
 FE0644'70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE 2.5
 FE0644'MILES NORTHEAST ALONG BROWNS CHURCH ROAD, THENCE .15 MILE NORTH
 FE0644'ACROSS COUNTRY.  IT IS 150 FEET SOUTHEAST OF APPROXIMATE CENTER
 FE0644'LINE OF INTERSTATE HIGHWAY 40, 14 FEET WEST OF A TRACK ROAD, 39.6
 FE0644'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD ABANDONED HOUSE.
 FE0644'THE MARK IS SET IN THE TOP OF A CONCRETE POST, WHICH PROJECTS ABOUT
 FE0644'2 INCHES, AND 1.7 FEET SOUTH OF WITNESS SIGN.
 FE0644
 FE0644                          STATION RECOVERY (2002)
 FE0644
 FE0644'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0644'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0034 ***********************************************************************
 FE0034  DESIGNATION -  C 217
 FE0034  PID         -  FE0034
 FE0034  STATE/COUNTY-  TN/DECATUR
 FE0034  USGS QUAD   -  SUGAR TREE (1986)
 FE0034
 FE0034                         *CURRENT SURVEY CONTROL
 FE0034  ___________________________________________________________________
 FE0034* NAD 83(1986)-  35 49 52.     (N)    088 06 08.     (W)     SCALED    
 FE0034* NAVD 88     -       184.294  (meters)     604.64   (feet)  ADJUSTED  
 FE0034  ___________________________________________________________________
 FE0034  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0034  DYNAMIC HT  -         184.134 (meters)     604.11  (feet)  COMP
 FE0034  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 FE0034
 FE0034  VERT ORDER  -  SECOND    CLASS 0
 FE0034
 FE0034.The horizontal coordinates were scaled from a topographic map and have
 FE0034.an estimated accuracy of +/- 6 seconds.
 FE0034
 FE0034.The orthometric height was determined by differential leveling
 FE0034.and adjusted by the National Geodetic Survey in June 1991..
 FE0034
 FE0034.The geoid height was determined by GEOID03.
 FE0034
 FE0034.The dynamic height is computed by dividing the NAVD 88
 FE0034.geopotential number by the normal gravity value computed on the
 FE0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0034.degrees latitude (g = 980.6199 gals.).
 FE0034
 FE0034.The modeled gravity was interpolated from observed gravity values.
 FE0034
 FE0034;                    North         East    Units  Estimated Accuracy
 FE0034;SPC TN       -   168,220.      410,080.      MT  (+/- 180 meters Scaled)
 FE0034
 FE0034                          SUPERSEDED SURVEY CONTROL
 FE0034
 FE0034  NGVD 29 (??/??/??)  184.315  (m)          604.71   (f) ADJUSTED    2 0
 FE0034
 FE0034.Superseded values are not recommended for survey control.
 FE0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0034.See file dsdata.txt to determine how the superseded data were derived.
 FE0034
 FE0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE004657(NAD 83)
 FE0034_MARKER: DB = BENCH MARK DISK
 FE0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0034_STAMPING: C 217 1959
 FE0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0034+STABILITY: SURFACE MOTION
 FE0034
 FE0034  HISTORY     - Date     Condition        Report By
 FE0034  HISTORY     - 1959     MONUMENTED       CGS
 FE0034  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0034
 FE0034                          STATION DESCRIPTION
 FE0034
 FE0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0034'3.6 MI S FROM MC ILLWAIN.
 FE0034'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0034'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0034'MILES SOUTHEAST OF HOLLADAY, GO 0.1 MILE WEST ON STATE HIGHWAY
 FE0034'69, THENCE 1.4 MILE SOUTH ON A GRAVELED ROAD TO A Y JUNCTION,
 FE0034'THENCE 0.6 MILE SOUTHEAST ON A GRAVELED ROAD TO A T JUNCTION,
 FE0034'THENCE 0.35 MILE SOUTH ON A GRAVELED ROAD TO A SIDE ROAD RIGHT,
 FE0034'THENCE 0.8 MILE WEST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FE0034'SOUTHWEST 0.3 MILE ON GRAVELED ROAD, ABOUT 170 FEET NORTH OF THE
 FE0034'CENTER OF PROPOSED INTERSTATE HIGHWAY 40, 28 FEET WEST OF THE
 FE0034'CENTER OF GRAVELED ROAD, ABOUT 170 FEET NORTH OF A CURVE IN THE
 FE0034'ROAD.  THE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH 3
 FE0034'INCHES ABOVE THE SURFACE OF THE GROUND, 1.8 FEET NORTH OF A
 FE0034'WITNESS SIGN AND IS ABOUT LEVEL WITH THE ROAD.
 FE0034
 FE0034                          STATION RECOVERY (1972)
 FE0034
 FE0034'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1136 ***********************************************************************
 FD1136  DESIGNATION -  C 218
 FD1136  PID         -  FD1136
 FD1136  STATE/COUNTY-  TN/HUMPHREYS
 FD1136  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1136
 FD1136                         *CURRENT SURVEY CONTROL
 FD1136  ___________________________________________________________________
 FD1136* NAD 83(1986)-  35 52 54.     (N)    087 47 07.     (W)     SCALED    
 FD1136* NAVD 88     -       155.984  (meters)     511.76   (feet)  ADJUSTED  
 FD1136  ___________________________________________________________________
 FD1136  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1136  DYNAMIC HT  -         155.850 (meters)     511.32  (feet)  COMP
 FD1136  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1136
 FD1136  VERT ORDER  -  SECOND    CLASS 0
 FD1136
 FD1136.The horizontal coordinates were scaled from a topographic map and have
 FD1136.an estimated accuracy of +/- 6 seconds.
 FD1136
 FD1136.The orthometric height was determined by differential leveling
 FD1136.and adjusted by the National Geodetic Survey in June 1991..
 FD1136
 FD1136.The geoid height was determined by GEOID03.
 FD1136
 FD1136.The dynamic height is computed by dividing the NAVD 88
 FD1136.geopotential number by the normal gravity value computed on the
 FD1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1136.degrees latitude (g = 980.6199 gals.).
 FD1136
 FD1136.The modeled gravity was interpolated from observed gravity values.
 FD1136
 FD1136;                    North         East    Units  Estimated Accuracy
 FD1136;SPC TN       -   173,260.      438,810.      MT  (+/- 180 meters Scaled)
 FD1136
 FD1136                          SUPERSEDED SURVEY CONTROL
 FD1136
 FD1136  NGVD 29 (??/??/92)  156.018  (m)          511.87   (f) ADJ UNCH    2 0
 FD1136
 FD1136.Superseded values are not recommended for survey control.
 FD1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1136.See file dsdata.txt to determine how the superseded data were derived.
 FD1136
 FD1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE291711(NAD 83)
 FD1136_MARKER: DB = BENCH MARK DISK
 FD1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1136_STAMPING: C 218 1959
 FD1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1136+STABILITY: SURFACE MOTION
 FD1136
 FD1136  HISTORY     - Date     Condition        Report By
 FD1136  HISTORY     - 1959     MONUMENTED       CGS
 FD1136  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1136  HISTORY     - 1973     GOOD             TVA
 FD1136
 FD1136                          STATION DESCRIPTION
 FD1136
 FD1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1136'1.2 MI E FROM BUFFALO.
 FD1136'FROM A T JUNCTION IN BUFFALO, (A SMALL SETTLEMENT LOCATED 9
 FD1136'MILES NORTH ON STATE HIGHWAY 13, AND 0.4 MILE WEST FROM LOBEVILLE),
 FD1136'GO EAST FOR 1.2 MILE ON AN ASPHALT AND GRAVELED ROAD, 22 FT.
 FD1136'SOUTH OF THE CENTER OF A GRAVELED ROAD, 8 FT. NORTH OF A 24-INCH
 FD1136'WHITE OAK TREE, 5 FT. SOUTH OF A DITCH BANK, 1.9 FT. SOUTH OF A
 FD1136'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2
 FD1136'INCHES AND ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.  NOTE--
 FD1136'STATION IS 22.80 FT N 25 E FROM 14 IN RED OAK 14.00 FT N 20 W
 FD1136'FROM 14 IN RED OAK, AND 0.73 MI. E OF HWY 13 AND ABOUT 300.00
 FD1136'FT NORTH OF I-40.
 FD1136
 FD1136                          STATION RECOVERY (1973)
 FD1136
 FD1136'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1435 ***********************************************************************
 GC1435  DESIGNATION -  C 219
 GC1435  PID         -  GC1435
 GC1435  STATE/COUNTY-  TN/DICKSON
 GC1435  USGS QUAD   -  DICKSON (1986)
 GC1435
 GC1435                         *CURRENT SURVEY CONTROL
 GC1435  ___________________________________________________________________
 GC1435* NAD 83(1986)-  36 00 27.     (N)    087 24 30.     (W)     SCALED    
 GC1435* NAVD 88     -       249.760  (meters)     819.42   (feet)  ADJUSTED  
 GC1435  ___________________________________________________________________
 GC1435  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1435  DYNAMIC HT  -         249.541 (meters)     818.70  (feet)  COMP
 GC1435  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 GC1435
 GC1435  VERT ORDER  -  SECOND    CLASS 0
 GC1435
 GC1435.The horizontal coordinates were scaled from a topographic map and have
 GC1435.an estimated accuracy of +/- 6 seconds.
 GC1435
 GC1435.The orthometric height was determined by differential leveling
 GC1435.and adjusted by the National Geodetic Survey in June 1991..
 GC1435
 GC1435.The geoid height was determined by GEOID03.
 GC1435
 GC1435.The dynamic height is computed by dividing the NAVD 88
 GC1435.geopotential number by the normal gravity value computed on the
 GC1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1435.degrees latitude (g = 980.6199 gals.).
 GC1435
 GC1435.The modeled gravity was interpolated from observed gravity values.
 GC1435
 GC1435;                    North         East    Units  Estimated Accuracy
 GC1435;SPC TN       -   186,660.      473,040.      MT  (+/- 180 meters Scaled)
 GC1435
 GC1435                          SUPERSEDED SURVEY CONTROL
 GC1435
 GC1435  NGVD 29 (??/??/92)  249.754  (m)          819.40   (f) ADJ UNCH    2 0
 GC1435
 GC1435.Superseded values are not recommended for survey control.
 GC1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1435.See file dsdata.txt to determine how the superseded data were derived.
 GC1435
 GC1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE632848(NAD 83)
 GC1435_MARKER: DB = BENCH MARK DISK
 GC1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1435_STAMPING: C 219 1959
 GC1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1435+STABILITY: SURFACE MOTION
 GC1435
 GC1435  HISTORY     - Date     Condition        Report By
 GC1435  HISTORY     - 1959     MONUMENTED       CGS
 GC1435
 GC1435                          STATION DESCRIPTION
 GC1435
 GC1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1435'5.9 MI SE FROM OAK GROVE.
 GC1435'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 GC1435'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHWEST
 GC1435'ON A GRAVELED ROAD FOR 2.95 MILES, THENCE SOUTH ON A GRAVELED
 GC1435'ROAD FOR 0.4 MILES, THENCE EASTERLY ON A GRAVELED ROAD FOR
 GC1435'2.05 MILES, THENCE EAST ON A GRAVELED ROAD FOR 0.5 MILE, 95 FT.
 GC1435'NORTH OF THE CENTER OF THE GRAVELED ROAD, 36 FT. NORTHEAST OF A
 GC1435'POWER LINE POLE, AND 2 FT. NORTH OF A WITNESS POST, A DISK SET
 GC1435'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT 10 FT.
 GC1435'ABOVE THE LEVEL OF THE ROAD.  THIS MARK IS 0.5 MILE EAST OF THE
 GC1435'MT. SINAI TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0718 ***********************************************************************
 FD0718  DESIGNATION -  C 22
 FD0718  PID         -  FD0718
 FD0718  STATE/COUNTY-  TN/DICKSON
 FD0718  USGS QUAD   -  LYLES (1992)
 FD0718
 FD0718                         *CURRENT SURVEY CONTROL
 FD0718  ___________________________________________________________________
 FD0718* NAD 83(1986)-  35 59 40.     (N)    087 19 38.     (W)     SCALED    
 FD0718* NAVD 88     -       257.031  (meters)     843.28   (feet)  ADJUSTED  
 FD0718  ___________________________________________________________________
 FD0718  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0718  DYNAMIC HT  -         256.806 (meters)     842.54  (feet)  COMP
 FD0718  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 FD0718
 FD0718  VERT ORDER  -  SECOND    CLASS 0
 FD0718
 FD0718.The horizontal coordinates were scaled from a topographic map and have
 FD0718.an estimated accuracy of +/- 6 seconds.
 FD0718
 FD0718.The orthometric height was determined by differential leveling
 FD0718.and adjusted by the National Geodetic Survey in June 1991..
 FD0718
 FD0718.The geoid height was determined by GEOID03.
 FD0718
 FD0718.The dynamic height is computed by dividing the NAVD 88
 FD0718.geopotential number by the normal gravity value computed on the
 FD0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0718.degrees latitude (g = 980.6199 gals.).
 FD0718
 FD0718.The modeled gravity was interpolated from observed gravity values.
 FD0718
 FD0718;                    North         East    Units  Estimated Accuracy
 FD0718;SPC TN       -   185,110.      480,330.      MT  (+/- 180 meters Scaled)
 FD0718
 FD0718                          SUPERSEDED SURVEY CONTROL
 FD0718
 FD0718  NGVD 29 (??/??/92)  257.016  (m)          843.23   (f) ADJ UNCH    2 0
 FD0718
 FD0718.Superseded values are not recommended for survey control.
 FD0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0718.See file dsdata.txt to determine how the superseded data were derived.
 FD0718
 FD0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE705833(NAD 83)
 FD0718_MARKER: DB = BENCH MARK DISK
 FD0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0718_STAMPING: C 22 1934
 FD0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0718+STABILITY: SURFACE MOTION
 FD0718
 FD0718  HISTORY     - Date     Condition        Report By
 FD0718  HISTORY     - 1934     MONUMENTED       CGS
 FD0718  HISTORY     - 1959     GOOD             NGS
 FD0718
 FD0718                          STATION DESCRIPTION
 FD0718
 FD0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0718'3.2 MI N FROM BON AQUA.
 FD0718'IN DICKSON COUNTY, 3.25 MILES NORTH ALONG THE NASHVILLE,
 FD0718'CHATTANOOGA AND ST. LOUIS RAILWAY FROM BON AQUA, HICKMAN COUNTY,
 FD0718'22 POLES SOUTH OF MILEPOST 7, 12 RAILS NORTH OF THE CROSSING
 FD0718'OF STATE HIGHWAY 46, ONE RAIL NORTH OF ANOTHER CROSSING, 20
 FD0718'FEET WEST OF THE CENTERLINE OF THE TRACK, 9 FEET NORTHWEST OF
 FD0718'A WHISTLE POST, AND 2 FEET NORTHEAST OF A POWER LINE POLE.
 FD0718'A STANDARD DISK, STAMPED C 22 1934 AND SET IN THE TOP OF A
 FD0718'CONCRETE POST.
 FD0718
 FD0718                          STATION RECOVERY (1959)
 FD0718
 FD0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FD0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0573 ***********************************************************************
 GC0573  DESIGNATION -  C 220
 GC0573  PID         -  GC0573
 GC0573  STATE/COUNTY-  TN/DAVIDSON
 GC0573  USGS QUAD   -  BELLEVUE (1983)
 GC0573
 GC0573                         *CURRENT SURVEY CONTROL
 GC0573  ___________________________________________________________________
 GC0573* NAD 83(1986)-  36 06 58.     (N)    086 55 26.     (W)     SCALED    
 GC0573* NAVD 88     -       140.505  (meters)     460.97   (feet)  ADJUSTED  
 GC0573  ___________________________________________________________________
 GC0573  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC0573  DYNAMIC HT  -         140.383 (meters)     460.57  (feet)  COMP
 GC0573  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC0573
 GC0573  VERT ORDER  -  SECOND    CLASS 0
 GC0573
 GC0573.The horizontal coordinates were scaled from a topographic map and have
 GC0573.an estimated accuracy of +/- 6 seconds.
 GC0573
 GC0573.The orthometric height was determined by differential leveling
 GC0573.and adjusted by the National Geodetic Survey in June 1991..
 GC0573
 GC0573.The geoid height was determined by GEOID03.
 GC0573
 GC0573.The dynamic height is computed by dividing the NAVD 88
 GC0573.geopotential number by the normal gravity value computed on the
 GC0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0573.degrees latitude (g = 980.6199 gals.).
 GC0573
 GC0573.The modeled gravity was interpolated from observed gravity values.
 GC0573
 GC0573;                    North         East    Units  Estimated Accuracy
 GC0573;SPC TN       -   198,190.      516,830.      MT  (+/- 180 meters Scaled)
 GC0573
 GC0573                          SUPERSEDED SURVEY CONTROL
 GC0573
 GC0573  NGVD 29 (??/??/92)  140.526  (m)          461.04   (f) ADJ UNCH    2 0
 GC0573
 GC0573.Superseded values are not recommended for survey control.
 GC0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0573.See file dsdata.txt to determine how the superseded data were derived.
 GC0573
 GC0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE068968(NAD 83)
 GC0573_MARKER: DB = BENCH MARK DISK
 GC0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0573_SP_SET: BRIDGE
 GC0573_STAMPING: C 220 1959
 GC0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0573
 GC0573  HISTORY     - Date     Condition        Report By
 GC0573  HISTORY     - 1959     MONUMENTED       CGS
 GC0573
 GC0573                          STATION DESCRIPTION
 GC0573
 GC0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0573'5.4 MI SW FROM NASHVILLE.
 GC0573'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0573'NASHVILLE, GO 5.35 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0573'HIGHWAY 70 N) TO A CONCRETE BRIDGE OVER A CREEK, 59 FT. WEST
 GC0573'OF THE SOUTHWEST CORNER OF WILLSVIEW MARKET, 26 FT. NORTHEAST
 GC0573'OF A TELEPHONE POLE, AND 22 FT. SOUTH OF THE CENTER OF U.S.
 GC0573'HIGHWAY 70 N, A DISK DRILLED IN THE SOUTHWEST ABUTMENT OF THE
 GC0573'BRIDGE AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0539 ***********************************************************************
 GC0539  DESIGNATION -  C 221
 GC0539  PID         -  GC0539
 GC0539  STATE/COUNTY-  TN/ROBERTSON
 GC0539  USGS QUAD   -  WHITE HOUSE (1981)
 GC0539
 GC0539                         *CURRENT SURVEY CONTROL
 GC0539  ___________________________________________________________________
 GC0539* NAD 83(1986)-  36 27 29.     (N)    086 41 35.     (W)     SCALED    
 GC0539* NAVD 88     -       243.707  (meters)     799.56   (feet)  ADJUSTED  
 GC0539  ___________________________________________________________________
 GC0539  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC0539  DYNAMIC HT  -         243.500 (meters)     798.88  (feet)  COMP
 GC0539  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0539
 GC0539  VERT ORDER  -  SECOND    CLASS 0
 GC0539
 GC0539.The horizontal coordinates were scaled from a topographic map and have
 GC0539.an estimated accuracy of +/- 6 seconds.
 GC0539
 GC0539.The orthometric height was determined by differential leveling
 GC0539.and adjusted by the National Geodetic Survey in June 1991..
 GC0539
 GC0539.The geoid height was determined by GEOID03.
 GC0539
 GC0539.The dynamic height is computed by dividing the NAVD 88
 GC0539.geopotential number by the normal gravity value computed on the
 GC0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0539.degrees latitude (g = 980.6199 gals.).
 GC0539
 GC0539.The modeled gravity was interpolated from observed gravity values.
 GC0539
 GC0539;                    North         East    Units  Estimated Accuracy
 GC0539;SPC TN       -   235,960.      537,880.      MT  (+/- 180 meters Scaled)
 GC0539
 GC0539                          SUPERSEDED SURVEY CONTROL
 GC0539
 GC0539  NGVD 29 (??/??/92)  243.767  (m)          799.76   (f) ADJ UNCH    2 0
 GC0539
 GC0539.Superseded values are not recommended for survey control.
 GC0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0539.See file dsdata.txt to determine how the superseded data were derived.
 GC0539
 GC0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF275347(NAD 83)
 GC0539_MARKER: DB = BENCH MARK DISK
 GC0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0539_STAMPING: C 221 1959
 GC0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0539+STABILITY: SURFACE MOTION
 GC0539
 GC0539  HISTORY     - Date     Condition        Report By
 GC0539  HISTORY     - 1959     MONUMENTED       CGS
 GC0539  HISTORY     - 1960     GOOD             NGS
 GC0539
 GC0539                          STATION DESCRIPTION
 GC0539
 GC0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0539'3 MI SW FROM WHITE HOUSE.
 GC0539'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0539'31 W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0539'THENCE 0.75 MILE SOUTH ON A GRAVELED ROAD, 130 FT. SOUTH OF THE
 GC0539'SOUTHWEST CORNER OF A BARN, 40 FT. EAST OF THE CENTER OF THE
 GC0539'GRAVELED ROAD, 25 FT. SOUTH OF THE CENTER OF A PRIVATE DRIVE,
 GC0539'4.6 FT. SOUTH OF A POWER LINE POLE, AND ABOUT 200 FT. NORTH OF A
 GC0539'HOUSE, 4.8 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC0539'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC0539'ABOUT 4 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0612 ***********************************************************************
 GC0612  DESIGNATION -  C 222
 GC0612  PID         -  GC0612
 GC0612  STATE/COUNTY-  TN/DAVIDSON
 GC0612  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0612
 GC0612                         *CURRENT SURVEY CONTROL
 GC0612  ___________________________________________________________________
 GC0612* NAD 83(1986)-  36 07 33.     (N)    086 48 51.     (W)     SCALED    
 GC0612* NAVD 88     -       176.642  (meters)     579.53   (feet)  ADJUSTED  
 GC0612  ___________________________________________________________________
 GC0612  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0612  DYNAMIC HT  -         176.490 (meters)     579.03  (feet)  COMP
 GC0612  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 GC0612
 GC0612  VERT ORDER  -  SECOND    CLASS 0
 GC0612
 GC0612.The horizontal coordinates were scaled from a topographic map and have
 GC0612.an estimated accuracy of +/- 6 seconds.
 GC0612
 GC0612.The orthometric height was determined by differential leveling
 GC0612.and adjusted by the National Geodetic Survey in June 1991..
 GC0612
 GC0612.The geoid height was determined by GEOID03.
 GC0612
 GC0612.The dynamic height is computed by dividing the NAVD 88
 GC0612.geopotential number by the normal gravity value computed on the
 GC0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0612.degrees latitude (g = 980.6199 gals.).
 GC0612
 GC0612.The modeled gravity was interpolated from observed gravity values.
 GC0612
 GC0612;                    North         East    Units  Estimated Accuracy
 GC0612;SPC TN       -   199,180.      526,710.      MT  (+/- 180 meters Scaled)
 GC0612
 GC0612                          SUPERSEDED SURVEY CONTROL
 GC0612
 GC0612  NGVD 29 (??/??/92)  176.663  (m)          579.60   (f) ADJ UNCH    2 0
 GC0612
 GC0612.Superseded values are not recommended for survey control.
 GC0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0612.See file dsdata.txt to determine how the superseded data were derived.
 GC0612
 GC0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE167979(NAD 83)
 GC0612_MARKER: DB = BENCH MARK DISK
 GC0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0612_SP_SET: OVERPASS
 GC0612_STAMPING: C 222 1959
 GC0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0612
 GC0612  HISTORY     - Date     Condition        Report By
 GC0612  HISTORY     - 1959     MONUMENTED       CGS
 GC0612  HISTORY     - 1960     GOOD             NGS
 GC0612
 GC0612                          STATION DESCRIPTION
 GC0612
 GC0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0612'AT NASHVILLE.
 GC0612'THIS BENCH MARK IS DRILLED IN THE TOP OF THE SOUTHEAST CONCRETE
 GC0612'WINGWALL OF A RAILROAD OVERPASS OVER WOODLAWN AVENUE, 7 FT. EAST
 GC0612'OF THE EAST RAIL AND ABOUT 2 FT. BELOW THE LEVEL OF THE TRACK.  THIS
 GC0612'OVERPASS IS ABOUT 0.2 MILE WEST OF THE INTERSECTION OF WOODLAWN
 GC0612'AVENUE AND 28TH. AVENUE S..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0547 ***********************************************************************
 FD0547  DESIGNATION -  C 223
 FD0547  PID         -  FD0547
 FD0547  STATE/COUNTY-  TN/WILLIAMSON
 FD0547  USGS QUAD   -  BETHESDA (1982)
 FD0547
 FD0547                         *CURRENT SURVEY CONTROL
 FD0547  ___________________________________________________________________
 FD0547* NAD 83(1986)-  35 48 40.     (N)    086 50 52.     (W)     SCALED    
 FD0547* NAVD 88     -       230.080  (meters)     754.85   (feet)  ADJUSTED  
 FD0547  ___________________________________________________________________
 FD0547  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FD0547  DYNAMIC HT  -         229.876 (meters)     754.18  (feet)  COMP
 FD0547  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 FD0547
 FD0547  VERT ORDER  -  SECOND    CLASS 0
 FD0547
 FD0547.The horizontal coordinates were scaled from a topographic map and have
 FD0547.an estimated accuracy of +/- 6 seconds.
 FD0547
 FD0547.The orthometric height was determined by differential leveling
 FD0547.and adjusted by the National Geodetic Survey in June 1991..
 FD0547
 FD0547.The geoid height was determined by GEOID03.
 FD0547
 FD0547.The dynamic height is computed by dividing the NAVD 88
 FD0547.geopotential number by the normal gravity value computed on the
 FD0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0547.degrees latitude (g = 980.6199 gals.).
 FD0547
 FD0547.The modeled gravity was interpolated from observed gravity values.
 FD0547
 FD0547;                    North         East    Units  Estimated Accuracy
 FD0547;SPC TN       -   164,290.      523,380.      MT  (+/- 180 meters Scaled)
 FD0547
 FD0547                          SUPERSEDED SURVEY CONTROL
 FD0547
 FD0547  NGVD 29 (??/??/92)  230.057  (m)          754.78   (f) ADJ UNCH    2 0
 FD0547
 FD0547.Superseded values are not recommended for survey control.
 FD0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0547.See file dsdata.txt to determine how the superseded data were derived.
 FD0547
 FD0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE137630(NAD 83)
 FD0547_MARKER: DB = BENCH MARK DISK
 FD0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0547_STAMPING: C 223 1960
 FD0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0547+STABILITY: SURFACE MOTION
 FD0547
 FD0547  HISTORY     - Date     Condition        Report By
 FD0547  HISTORY     - 1960     MONUMENTED       CGS
 FD0547  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0547
 FD0547                          STATION DESCRIPTION
 FD0547
 FD0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0547'8.4 MI NE FROM SPRING HILL.
 FD0547'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0547'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 3.6
 FD0547'MILES EAST ON DUPLEX ROAD, THEN 3.95 MILES NORTH ON INTERSTATE
 FD0547'HIGHWAY 65, THEN 0.5 MILE NORTHEAST ON U.S. HIGHWAY 431, THEN
 FD0547'0.3 MILE EAST ON A GRAVELED ROAD.  THE BENCH MARK IS 0.3 MILE
 FD0547'EAST OF THE HARPETH SCHOOL, 332 FT. NORTHWEST OF THE CENTER
 FD0547'OF THE INTERSTATE HIGHWAY, 168 FT. EAST OF A TELEPHONE POLE,
 FD0547'13 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1 FT. SOUTH
 FD0547'OF A FENCE AND 1.5 FT. WEST OF A WITNESS SIGN.  THE DISK IS
 FD0547'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 FD0547'LEVEL WITH THE ROAD.  NOTE-- THIS MARK IS 0.7 MILES SOUTHEAST
 FD0547'OF B.M. B 223.
 FD0547
 FD0547                          STATION RECOVERY (1979)
 FD0547
 FD0547'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0547'THIS AREA HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0492 ***********************************************************************
 FD0492  DESIGNATION -  C 224
 FD0492  PID         -  FD0492
 FD0492  STATE/COUNTY-  TN/WILLIAMSON
 FD0492  USGS QUAD   -  SPRING HILL (1979)
 FD0492
 FD0492                         *CURRENT SURVEY CONTROL
 FD0492  ___________________________________________________________________
 FD0492* NAD 83(1986)-  35 49 06.     (N)    086 53 48.     (W)     SCALED    
 FD0492* NAVD 88     -       231.794  (meters)     760.48   (feet)  ADJUSTED  
 FD0492  ___________________________________________________________________
 FD0492  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD0492  DYNAMIC HT  -         231.589 (meters)     759.80  (feet)  COMP
 FD0492  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FD0492
 FD0492  VERT ORDER  -  SECOND    CLASS 0
 FD0492
 FD0492.The horizontal coordinates were scaled from a topographic map and have
 FD0492.an estimated accuracy of +/- 6 seconds.
 FD0492
 FD0492.The orthometric height was determined by differential leveling
 FD0492.and adjusted by the National Geodetic Survey in June 1991..
 FD0492
 FD0492.The geoid height was determined by GEOID03.
 FD0492
 FD0492.The dynamic height is computed by dividing the NAVD 88
 FD0492.geopotential number by the normal gravity value computed on the
 FD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0492.degrees latitude (g = 980.6199 gals.).
 FD0492
 FD0492.The modeled gravity was interpolated from observed gravity values.
 FD0492
 FD0492;                    North         East    Units  Estimated Accuracy
 FD0492;SPC TN       -   165,130.      518,970.      MT  (+/- 180 meters Scaled)
 FD0492
 FD0492                          SUPERSEDED SURVEY CONTROL
 FD0492
 FD0492  NGVD 29 (??/??/92)  231.761  (m)          760.37   (f) ADJ UNCH    2 0
 FD0492
 FD0492.Superseded values are not recommended for survey control.
 FD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0492.See file dsdata.txt to determine how the superseded data were derived.
 FD0492
 FD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE093638(NAD 83)
 FD0492_MARKER: DB = BENCH MARK DISK
 FD0492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0492_STAMPING: C 224 1960
 FD0492_MARK LOGO: CGS   
 FD0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0492
 FD0492  HISTORY     - Date     Condition        Report By
 FD0492  HISTORY     - 1960     MONUMENTED       CGS
 FD0492  HISTORY     - 1984     GOOD             NGS
 FD0492
 FD0492                          STATION DESCRIPTION
 FD0492
 FD0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0492'1.7 MI S FROM WEST HARPETH.
 FD0492'THIS MARK IS 1.7 MILES SOUTH ON THE L. AND N. RAILROAD FROM THE
 FD0492'GRAVEL ROAD CROSSING IN WEST HARPETH, AND 1.75 MILES NORTH OF
 FD0492'THOMPSONS.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF
 FD0492'THE NORTHEAST CONCRETE WINGWALL OF AN OVERPASS, 7 FT. EAST OF
 FD0492'THE EAST RAIL AND ABOUT LEVEL WITH THE TRACK.
 FD0492
 FD0492                          STATION RECOVERY (1984)
 FD0492
 FD0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0492'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0409 ***********************************************************************
 FD0409  DESIGNATION -  C 225
 FD0409  PID         -  FD0409
 FD0409  STATE/COUNTY-  TN/GILES
 FD0409  USGS QUAD   -  TARPLEY (1982)
 FD0409
 FD0409                         *CURRENT SURVEY CONTROL
 FD0409  ___________________________________________________________________
 FD0409* NAD 83(1986)-  35 13 15.     (N)    086 53 07.     (W)     SCALED    
 FD0409* NAVD 88     -       234.773  (meters)     770.25   (feet)  ADJUSTED  
 FD0409  ___________________________________________________________________
 FD0409  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0409  DYNAMIC HT  -         234.554 (meters)     769.53  (feet)  COMP
 FD0409  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FD0409
 FD0409  VERT ORDER  -  SECOND    CLASS 0
 FD0409
 FD0409.The horizontal coordinates were scaled from a topographic map and have
 FD0409.an estimated accuracy of +/- 6 seconds.
 FD0409
 FD0409.The orthometric height was determined by differential leveling
 FD0409.and adjusted by the National Geodetic Survey in June 1991..
 FD0409
 FD0409.The geoid height was determined by GEOID03.
 FD0409
 FD0409.The dynamic height is computed by dividing the NAVD 88
 FD0409.geopotential number by the normal gravity value computed on the
 FD0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0409.degrees latitude (g = 980.6199 gals.).
 FD0409
 FD0409.The modeled gravity was interpolated from observed gravity values.
 FD0409
 FD0409;                    North         East    Units  Estimated Accuracy
 FD0409;SPC TN       -    98,830.      519,400.      MT  (+/- 180 meters Scaled)
 FD0409
 FD0409                          SUPERSEDED SURVEY CONTROL
 FD0409
 FD0409  NGVD 29 (??/??/92)  234.748  (m)          770.17   (f) ADJ UNCH    2 0
 FD0409
 FD0409.Superseded values are not recommended for survey control.
 FD0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0409.See file dsdata.txt to determine how the superseded data were derived.
 FD0409
 FD0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104975(NAD 83)
 FD0409_MARKER: DB = BENCH MARK DISK
 FD0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0409_STAMPING: C 225 1960
 FD0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0409+STABILITY: SURFACE MOTION
 FD0409
 FD0409  HISTORY     - Date     Condition        Report By
 FD0409  HISTORY     - 1960     MONUMENTED       CGS
 FD0409
 FD0409                          STATION DESCRIPTION
 FD0409
 FD0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0409'0.7 MI S FROM BEECH HILL.
 FD0409'FROM THE BEECH SCHOOL IN BEECH HILL, GO SOUTH ON A PAVED ROAD
 FD0409'FOR 0.7 MILE.  THE BENCH MARK IS 67 FT. SOUTHEAST OF A TELEPHONE
 FD0409'POLE, 28 FT. SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 6 FT.
 FD0409'SOUTHWEST OF A FENCE CORNER, 1.9 FT. SOUTH OF A WITNESS SIGN.
 FD0409'THE DISK IS SET IN TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0711 ***********************************************************************
 GC0711  DESIGNATION -  C 226
 GC0711  PID         -  GC0711
 GC0711  STATE/COUNTY-  TN/DAVIDSON
 GC0711  USGS QUAD   -  HERMITAGE (1983)
 GC0711
 GC0711                         *CURRENT SURVEY CONTROL
 GC0711  ___________________________________________________________________
 GC0711* NAD 83(1986)-  36 10 11.     (N)    086 34 16.     (W)     SCALED    
 GC0711* NAVD 88     -       167.425  (meters)     549.29   (feet)  ADJUSTED  
 GC0711  ___________________________________________________________________
 GC0711  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0711  DYNAMIC HT  -         167.283 (meters)     548.83  (feet)  COMP
 GC0711  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 GC0711
 GC0711  VERT ORDER  -  SECOND    CLASS 0
 GC0711
 GC0711.The horizontal coordinates were scaled from a topographic map and have
 GC0711.an estimated accuracy of +/- 6 seconds.
 GC0711
 GC0711.The orthometric height was determined by differential leveling
 GC0711.and adjusted by the National Geodetic Survey in June 1991..
 GC0711
 GC0711.The geoid height was determined by GEOID03.
 GC0711
 GC0711.The dynamic height is computed by dividing the NAVD 88
 GC0711.geopotential number by the normal gravity value computed on the
 GC0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0711.degrees latitude (g = 980.6199 gals.).
 GC0711
 GC0711.The modeled gravity was interpolated from observed gravity values.
 GC0711
 GC0711;                    North         East    Units  Estimated Accuracy
 GC0711;SPC TN       -   203,900.      548,620.      MT  (+/- 180 meters Scaled)
 GC0711
 GC0711                          SUPERSEDED SURVEY CONTROL
 GC0711
 GC0711  NGVD 29 (??/??/92)  167.465  (m)          549.42   (f) ADJ UNCH    2 0
 GC0711
 GC0711.Superseded values are not recommended for survey control.
 GC0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0711.See file dsdata.txt to determine how the superseded data were derived.
 GC0711
 GC0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF385028(NAD 83)
 GC0711_MARKER: DB = BENCH MARK DISK
 GC0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0711_STAMPING: C 226 1960
 GC0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0711+STABILITY: SURFACE MOTION
 GC0711
 GC0711  HISTORY     - Date     Condition        Report By
 GC0711  HISTORY     - 1960     MONUMENTED       CGS
 GC0711
 GC0711                          STATION DESCRIPTION
 GC0711
 GC0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0711'6 MI SW FROM MOUNT JULIET.
 GC0711'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0711'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0711'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILE
 GC0711'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILE SOUTHWEST ON A GRAVELED
 GC0711'ROAD, THEN 1.85 MILE WEST ON CENTRAL PIKE ROAD, THEN 0.2 MILE
 GC0711'SOUTH ON HART PIKE ROAD.  THE BENCH MARK IS ABOUT 270 FT. NORTH
 GC0711'OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 19 FT. WEST
 GC0711'OF THE CENTER OF HART PIKE ROAD, 13 FT. SOUTH OF A FENCE CORNER
 GC0711'AND THE BANK OF A SMALL CREEK, 3 FT. NORTHWEST OF A POWER LINE
 GC0711'POLE WITH A TRANSFORMER, 1 FT. WEST OF A FENCE, AND 1.3 FT.
 GC0711'NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0711'POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH HART PIKE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1938 ***********************************************************************
 GC1938  DESIGNATION -  C 227 RESET
 GC1938  PID         -  GC1938
 GC1938  STATE/COUNTY-  TN/WILSON
 GC1938  USGS QUAD   -  SHOP SPRINGS (1994)
 GC1938
 GC1938                         *CURRENT SURVEY CONTROL
 GC1938  ___________________________________________________________________
 GC1938* NAD 83(1986)-  36 11 18.     (N)    086 10 12.     (W)     SCALED    
 GC1938* NAVD 88     -       186.26   (meters)     611.1    (feet)  RESET     
 GC1938  ___________________________________________________________________
 GC1938  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC1938
 GC1938  VERT ORDER  -  THIRD
 GC1938
 GC1938.The horizontal coordinates were scaled from a topographic map and have
 GC1938.an estimated accuracy of +/- 6 seconds.
 GC1938
 GC1938.The orthometric height was computed from unverified reset data.
 GC1938.No vertical observational check was made to the station.
 GC1938
 GC1938.The geoid height was determined by GEOID03.
 GC1938
 GC1938;                    North         East    Units  Estimated Accuracy
 GC1938;SPC TN       -   205,830.      584,710.      MT  (+/- 180 meters Scaled)
 GC1938
 GC1938                          SUPERSEDED SURVEY CONTROL
 GC1938
 GC1938  NGVD 29 (10/12/01)  186.32   (m)          611.3    (f) RESET       3  
 GC1938
 GC1938.Superseded values are not recommended for survey control.
 GC1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1938.See file dsdata.txt to determine how the superseded data were derived.
 GC1938
 GC1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF746051(NAD 83)
 GC1938_MARKER: DB = BENCH MARK DISK
 GC1938_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC1938_SP_SET: HEADWALL
 GC1938_STAMPING: C 227 RESET 1977
 GC1938_MARK LOGO: NGS   
 GC1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1938+STABILITY: SURFACE MOTION
 GC1938
 GC1938  HISTORY     - Date     Condition        Report By
 GC1938  HISTORY     - 1977     MONUMENTED       NGS
 GC1938
 GC1938                          STATION DESCRIPTION
 GC1938
 GC1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GC1938'6.95 MI EAST FROM LEBANON.
 GC1938'0.4 MILE EAST ALONG INTERSTATE HIGHWAY 40 FROM THE LINWOOD ROAD
 GC1938'INTERCHANGE, IN THE TOP AND EAST END OF A CONCRETE HEADWALL, 40
 GC1938'FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 GC1938'42 FEET NORTHWEST OF A JOG FENCE CORNER AND ABOUT 300 FEET WEST OF
 GC1938'A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0619 ***********************************************************************
 FD0619  DESIGNATION -  C 228
 FD0619  PID         -  FD0619
 FD0619  STATE/COUNTY-  TN/RUTHERFORD
 FD0619  USGS QUAD   -  SMYRNA (1998)
 FD0619
 FD0619                         *CURRENT SURVEY CONTROL
 FD0619  ___________________________________________________________________
 FD0619* NAD 83(1986)-  35 54 13.     (N)    086 30 06.     (W)     SCALED    
 FD0619* NAVD 88     -       178.756  (meters)     586.47   (feet)  ADJUSTED  
 FD0619  ___________________________________________________________________
 FD0619  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0619  DYNAMIC HT  -         178.601 (meters)     585.96  (feet)  COMP
 FD0619  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 FD0619
 FD0619  VERT ORDER  -  SECOND    CLASS 0
 FD0619
 FD0619.The horizontal coordinates were scaled from a topographic map and have
 FD0619.an estimated accuracy of +/- 6 seconds.
 FD0619
 FD0619.The orthometric height was determined by differential leveling
 FD0619.and adjusted by the National Geodetic Survey in June 1991..
 FD0619
 FD0619.The geoid height was determined by GEOID03.
 FD0619
 FD0619.The dynamic height is computed by dividing the NAVD 88
 FD0619.geopotential number by the normal gravity value computed on the
 FD0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0619.degrees latitude (g = 980.6199 gals.).
 FD0619
 FD0619.The modeled gravity was interpolated from observed gravity values.
 FD0619
 FD0619;                    North         East    Units  Estimated Accuracy
 FD0619;SPC TN       -   174,340.      554,720.      MT  (+/- 180 meters Scaled)
 FD0619
 FD0619                          SUPERSEDED SURVEY CONTROL
 FD0619
 FD0619  NGVD 29 (??/??/92)  178.771  (m)          586.52   (f) ADJ UNCH    2 0
 FD0619
 FD0619.Superseded values are not recommended for survey control.
 FD0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0619.See file dsdata.txt to determine how the superseded data were derived.
 FD0619
 FD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE449733(NAD 83)
 FD0619_MARKER: DB = BENCH MARK DISK
 FD0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0619_STAMPING: C 228 1960
 FD0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0619+STABILITY: SURFACE MOTION
 FD0619
 FD0619  HISTORY     - Date     Condition        Report By
 FD0619  HISTORY     - 1960     MONUMENTED       CGS
 FD0619  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0619
 FD0619                          STATION DESCRIPTION
 FD0619
 FD0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0619'11.7 MI NW FROM MURFREESBORO.
 FD0619'FROM THE JUNCTION OF U.S. HIGHWAY 70S, 41 AND 231 IN EAST
 FD0619'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0619'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 2.2 MILES
 FD0619'WEST ON MANSON PIKE, THEN 2.0 MILES NORTH ON BLACKMAN ROAD.  THE
 FD0619'BENCH MARK IS 21 FT. NORTHEAST OF THE CENTER OF BLACKMAN ROAD,
 FD0619'27 FT. NORTHWEST OF THE CENTER OF A TRACK ROAD, 10 FT. NORTHWEST OF
 FD0619'A FENCE CORNER, 1 FT. SOUTHEAST OF A FENCE, AND 1.6 FT. NORTHEAST
 FD0619'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0619'PROJECTING 3 INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
 FD0619
 FD0619                          STATION RECOVERY (2001)
 FD0619
 FD0619'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
 FD0619' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0722 ***********************************************************************
 GC0722  DESIGNATION -  C 229
 GC0722  PID         -  GC0722
 GC0722  STATE/COUNTY-  TN/DAVIDSON
 GC0722  USGS QUAD   -  ANTIOCH (1983)
 GC0722
 GC0722                         *CURRENT SURVEY CONTROL
 GC0722  ___________________________________________________________________
 GC0722* NAD 83(1986)-  36 07 23.     (N)    086 44 08.     (W)     SCALED    
 GC0722* NAVD 88     -       141.818  (meters)     465.28   (feet)  ADJUSTED  
 GC0722  ___________________________________________________________________
 GC0722  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0722  DYNAMIC HT  -         141.696 (meters)     464.88  (feet)  COMP
 GC0722  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GC0722
 GC0722  VERT ORDER  -  SECOND    CLASS 0
 GC0722
 GC0722.The horizontal coordinates were scaled from a topographic map and have
 GC0722.an estimated accuracy of +/- 6 seconds.
 GC0722
 GC0722.The orthometric height was determined by differential leveling
 GC0722.and adjusted by the National Geodetic Survey in June 1991..
 GC0722
 GC0722.The geoid height was determined by GEOID03.
 GC0722
 GC0722.The dynamic height is computed by dividing the NAVD 88
 GC0722.geopotential number by the normal gravity value computed on the
 GC0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0722.degrees latitude (g = 980.6199 gals.).
 GC0722
 GC0722.The modeled gravity was interpolated from observed gravity values.
 GC0722
 GC0722;                    North         East    Units  Estimated Accuracy
 GC0722;SPC TN       -   198,820.      533,790.      MT  (+/- 180 meters Scaled)
 GC0722
 GC0722                          SUPERSEDED SURVEY CONTROL
 GC0722
 GC0722  NGVD 29 (??/??/92)  141.843  (m)          465.36   (f) ADJ UNCH    2 0
 GC0722
 GC0722.Superseded values are not recommended for survey control.
 GC0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0722.See file dsdata.txt to determine how the superseded data were derived.
 GC0722
 GC0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE237976(NAD 83)
 GC0722_MARKER: DB = BENCH MARK DISK
 GC0722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0722_SP_SET: BRIDGE
 GC0722_STAMPING: C 229 1960
 GC0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0722
 GC0722  HISTORY     - Date     Condition        Report By
 GC0722  HISTORY     - 1960     MONUMENTED       CGS
 GC0722  HISTORY     - 1979     GOOD             LOCENG
 GC0722
 GC0722                          STATION DESCRIPTION
 GC0722
 GC0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0722'5 MI NW FROM ANTIOCH.
 GC0722'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 GC0722'ROAD FOR 0.1 MILE, THEN 3.0 MILES NORTHWEST ON INTERSTATE HIGHWAY
 GC0722'24, THEN 0.6 MILE NORTH ON A GRAVELED ROAD, THEN 0.35 MILES
 GC0722'NORTHWEST ON ANTIOCH PIKE TO THE MILL CREEK CHURCH, THEN 0.1 MILE
 GC0722'NORTH ACROSS A FIELD TO A CONCRETE CULVERT UNDER THE NASHVILLE,
 GC0722'CHATTANOOGA AND ST. LOUIS RAILWAY, THEN GO 0.9 MILE NORTHWEST ON
 GC0722'THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY TO BRIDGE NO. 5.8.
 GC0722'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST
 GC0722'CONCRETE ABUTMENT AT THE NORTHWEST END OF BRIDGE NO. 5.8, 5.2
 GC0722'FT. NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 3 FT. BELOW THE LEVEL
 GC0722'OF THE TRACK.
 GC0722
 GC0722                          STATION RECOVERY (1979)
 GC0722
 GC0722'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GC0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1686 ***********************************************************************
 GB1686  DESIGNATION -  C 230
 GB1686  PID         -  GB1686
 GB1686  STATE/COUNTY-  TN/PUTNAM
 GB1686  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1686
 GB1686                         *CURRENT SURVEY CONTROL
 GB1686  ___________________________________________________________________
 GB1686* NAD 83(1986)-  36 08 04.     (N)    085 28 46.     (W)     SCALED    
 GB1686* NAVD 88     -       332.787  (meters)    1091.82   (feet)  ADJUSTED  
 GB1686  ___________________________________________________________________
 GB1686  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB1686  DYNAMIC HT  -         332.492 (meters)    1090.85  (feet)  COMP
 GB1686  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 GB1686
 GB1686  VERT ORDER  -  SECOND    CLASS 0
 GB1686
 GB1686.The horizontal coordinates were scaled from a topographic map and have
 GB1686.an estimated accuracy of +/- 6 seconds.
 GB1686
 GB1686.The orthometric height was determined by differential leveling
 GB1686.and adjusted by the National Geodetic Survey in June 1991..
 GB1686
 GB1686.The geoid height was determined by GEOID03.
 GB1686
 GB1686.The dynamic height is computed by dividing the NAVD 88
 GB1686.geopotential number by the normal gravity value computed on the
 GB1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1686.degrees latitude (g = 980.6199 gals.).
 GB1686
 GB1686.The modeled gravity was interpolated from observed gravity values.
 GB1686
 GB1686;                    North         East    Units  Estimated Accuracy
 GB1686;SPC TN       -   199,960.      646,850.      MT  (+/- 180 meters Scaled)
 GB1686
 GB1686                          SUPERSEDED SURVEY CONTROL
 GB1686
 GB1686  NGVD 29 (??/??/92)  332.854  (m)         1092.04   (f) ADJ UNCH    2 0
 GB1686
 GB1686.Superseded values are not recommended for survey control.
 GB1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1686.See file dsdata.txt to determine how the superseded data were derived.
 GB1686
 GB1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE368999(NAD 83)
 GB1686_MARKER: DB = BENCH MARK DISK
 GB1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1686_STAMPING: C 230 1960
 GB1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1686+STABILITY: SURFACE MOTION
 GB1686
 GB1686  HISTORY     - Date     Condition        Report By
 GB1686  HISTORY     - 1960     MONUMENTED       CGS
 GB1686
 GB1686                          STATION DESCRIPTION
 GB1686
 GB1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1686'3.1 MI SE FROM COOKEVILLE.
 GB1686'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1686'HIGHWAY 42, THEN 1.3 MILES EAST ON INTERSTATE HIGHWAY 40.  THE
 GB1686'BENCH MARK IS ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 GB1686'40, 68 FT. NORTHWEST OF THE SOUTHEAST CORNER OF THE SALEM SCHOOL,
 GB1686'38 FT. NORTHEAST OF A 24-INCH CHERRY TREE, 1.2 FT. NORTH OF THE
 GB1686'RIGHT-OF-WAY FENCE, AND 1.8 FT. SOUTHEAST OF A WITNESS SIGN.
 GB1686'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GB1686'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1714 ***********************************************************************
 GB1714  DESIGNATION -  C 231
 GB1714  PID         -  GB1714
 GB1714  STATE/COUNTY-  TN/PUTNAM
 GB1714  USGS QUAD   -  MONTEREY (1981)
 GB1714
 GB1714                         *CURRENT SURVEY CONTROL
 GB1714  ___________________________________________________________________
 GB1714* NAD 83(1986)-  36 08 08.     (N)    085 19 22.     (W)     SCALED    
 GB1714* NAVD 88     -       563.350  (meters)    1848.26   (feet)  ADJUSTED  
 GB1714  ___________________________________________________________________
 GB1714  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GB1714  DYNAMIC HT  -         562.829 (meters)    1846.55  (feet)  COMP
 GB1714  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 GB1714
 GB1714  VERT ORDER  -  SECOND    CLASS 0
 GB1714
 GB1714.The horizontal coordinates were scaled from a topographic map and have
 GB1714.an estimated accuracy of +/- 6 seconds.
 GB1714
 GB1714.The orthometric height was determined by differential leveling
 GB1714.and adjusted by the National Geodetic Survey in June 1991..
 GB1714
 GB1714.The geoid height was determined by GEOID03.
 GB1714
 GB1714.The dynamic height is computed by dividing the NAVD 88
 GB1714.geopotential number by the normal gravity value computed on the
 GB1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1714.degrees latitude (g = 980.6199 gals.).
 GB1714
 GB1714.The modeled gravity was interpolated from observed gravity values.
 GB1714
 GB1714;                    North         East    Units  Estimated Accuracy
 GB1714;SPC TN       -   200,170.      660,950.      MT  (+/- 180 meters Scaled)
 GB1714
 GB1714                          SUPERSEDED SURVEY CONTROL
 GB1714
 GB1714  NGVD 29 (??/??/92)  563.375  (m)         1848.34   (f) ADJ UNCH    2 0
 GB1714
 GB1714.Superseded values are not recommended for survey control.
 GB1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1714.See file dsdata.txt to determine how the superseded data were derived.
 GB1714
 GB1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF509002(NAD 83)
 GB1714_MARKER: DB = BENCH MARK DISK
 GB1714_SETTING: 66 = SET IN ROCK OUTCROP
 GB1714_SP_SET: BEDROCK
 GB1714_STAMPING: C 231 1960
 GB1714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1714+STABILITY: POSITION/ELEVATION WELL
 GB1714
 GB1714  HISTORY     - Date     Condition        Report By
 GB1714  HISTORY     - 1960     MONUMENTED       CGS
 GB1714
 GB1714                          STATION DESCRIPTION
 GB1714
 GB1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1714'3.6 MI W FROM MONTEREY.
 GB1714'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1714'STATE HIGHWAY 84, THEN 3.3 MILES WEST ON U.S. HIGHWAY 70N.  THE
 GB1714'BENCH MARK IS 99 FT. WEST OF A POWER LINE POLE, 16 FT. NORTH OF
 GB1714'THE NORTHEAST CORNER OF A HOUSE, AND 22 FT. SOUTH OF THE CENTER
 GB1714'OF U.S. HIGHWAY 70N.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GB1714'OUTCROPPING BEDROCK, AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GB1714'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0802 ***********************************************************************
 FC0802  DESIGNATION -  C 232
 FC0802  PID         -  FC0802
 FC0802  STATE/COUNTY-  TN/CUMBERLAND
 FC0802  USGS QUAD   -  DORTON (1991)
 FC0802
 FC0802                         *CURRENT SURVEY CONTROL
 FC0802  ___________________________________________________________________
 FC0802* NAD 83(1986)-  35 56 00.     (N)    084 55 27.     (W)     SCALED    
 FC0802* NAVD 88     -       532.162  (meters)    1745.93   (feet)  ADJUSTED  
 FC0802  ___________________________________________________________________
 FC0802  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC0802  DYNAMIC HT  -         531.671 (meters)    1744.32  (feet)  COMP
 FC0802  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 FC0802
 FC0802  VERT ORDER  -  SECOND    CLASS 0
 FC0802
 FC0802.The horizontal coordinates were scaled from a topographic map and have
 FC0802.an estimated accuracy of +/- 6 seconds.
 FC0802
 FC0802.The orthometric height was determined by differential leveling
 FC0802.and adjusted by the National Geodetic Survey in June 1991..
 FC0802
 FC0802.The geoid height was determined by GEOID03.
 FC0802
 FC0802.The dynamic height is computed by dividing the NAVD 88
 FC0802.geopotential number by the normal gravity value computed on the
 FC0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0802.degrees latitude (g = 980.6199 gals.).
 FC0802
 FC0802.The modeled gravity was interpolated from observed gravity values.
 FC0802
 FC0802;                    North         East    Units  Estimated Accuracy
 FC0802;SPC TN       -   178,050.      697,080.      MT  (+/- 180 meters Scaled)
 FC0802
 FC0802                          SUPERSEDED SURVEY CONTROL
 FC0802
 FC0802  NGVD 29 (??/??/92)  532.247  (m)         1746.21   (f) ADJ UNCH    2 0
 FC0802
 FC0802.Superseded values are not recommended for survey control.
 FC0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0802.See file dsdata.txt to determine how the superseded data were derived.
 FC0802
 FC0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE872785(NAD 83)
 FC0802_MARKER: DB = BENCH MARK DISK
 FC0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0802_STAMPING: C 232 1960
 FC0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0802+STABILITY: SURFACE MOTION
 FC0802
 FC0802  HISTORY     - Date     Condition        Report By
 FC0802  HISTORY     - 1960     MONUMENTED       CGS
 FC0802
 FC0802                          STATION DESCRIPTION
 FC0802
 FC0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0802'3.3 MI NW FROM CRAB ORCHARD.
 FC0802'FROM THE POST OFFICE IN CRAB ORCHARD, GO 2.4 MILES NORTHWEST
 FC0802'ON A PAVED AND GRAVELED ROAD TO A SHARP CURVE IN THE ROAD, THEN
 FC0802'0.9 MILE NORTHWEST ON INTERSTATE HIGHWAY 40 TO A LARGE HOUSE ON
 FC0802'THE SOUTH SIDE OF THE HIGHWAY.  THE BENCH MARK IS 73 FT. EAST OF
 FC0802'THE SOUTHEAST CORNER OF THE HOUSE, 31 FT. NORTH OF THE CENTER
 FC0802'OF A DRIVE, 2.6 FT. EAST OF A POWER LINE POLE, AND 2.8 FT. EAST
 FC0802'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0802'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0912 ***********************************************************************
 FC0912  DESIGNATION -  C 233
 FC0912  PID         -  FC0912
 FC0912  STATE/COUNTY-  TN/ROANE
 FC0912  USGS QUAD   -  HARRIMAN (1980)
 FC0912
 FC0912                         *CURRENT SURVEY CONTROL
 FC0912  ___________________________________________________________________
 FC0912* NAD 83(1986)-  35 53 38.     (N)    084 32 06.     (W)     SCALED    
 FC0912* NAVD 88     -       230.680  (meters)     756.82   (feet)  ADJUSTED  
 FC0912  ___________________________________________________________________
 FC0912  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0912  DYNAMIC HT  -         230.468 (meters)     756.13  (feet)  COMP
 FC0912  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 FC0912
 FC0912  VERT ORDER  -  SECOND    CLASS 0
 FC0912
 FC0912.The horizontal coordinates were scaled from a topographic map and have
 FC0912.an estimated accuracy of +/- 6 seconds.
 FC0912
 FC0912.The orthometric height was determined by differential leveling
 FC0912.and adjusted by the National Geodetic Survey in June 1991..
 FC0912
 FC0912.The geoid height was determined by GEOID03.
 FC0912
 FC0912.The dynamic height is computed by dividing the NAVD 88
 FC0912.geopotential number by the normal gravity value computed on the
 FC0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0912.degrees latitude (g = 980.6199 gals.).
 FC0912
 FC0912.The modeled gravity was interpolated from observed gravity values.
 FC0912
 FC0912;                    North         East    Units  Estimated Accuracy
 FC0912;SPC TN       -   174,130.      732,260.      MT  (+/- 180 meters Scaled)
 FC0912
 FC0912                          SUPERSEDED SURVEY CONTROL
 FC0912
 FC0912  NGVD 29 (??/??/92)  230.790  (m)          757.18   (f) ADJ UNCH    2 0
 FC0912
 FC0912.Superseded values are not recommended for survey control.
 FC0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0912.See file dsdata.txt to determine how the superseded data were derived.
 FC0912
 FC0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE224749(NAD 83)
 FC0912_MARKER: DB = BENCH MARK DISK
 FC0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0912_SP_SET: CULVERT
 FC0912_STAMPING: C 233 1960
 FC0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0912
 FC0912  HISTORY     - Date     Condition        Report By
 FC0912  HISTORY     - 1960     MONUMENTED       CGS
 FC0912  HISTORY     - 1972     GOOD             TVA
 FC0912
 FC0912                          STATION DESCRIPTION
 FC0912
 FC0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0912'2.7 MI NW FROM KINGSTON.
 FC0912'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0912'FOR 0.8 MILE, THEN 0.95 MILE NORTHWEST ON INTERSTATE HIGHWAY 40,
 FC0912'THEN 0.1 MILE SOUTH ON A GRAVELED ROAD, THEN 0.85 MILE NORTHWEST
 FC0912'ON U.S. HIGHWAY 70 TO THE T JUNCTION OF A PAVED ROAD THAT
 FC0912'LEADS TO THE KINGSTON POWER PLANT.  THE BENCH MARK IS 47 FT.
 FC0912'NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANES OF U.S.
 FC0912'HIGHWAY 70, 25 FT. EAST OF THE CENTER OF A PAVED ROAD.  THE
 FC0912'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE EAST CONCRETE
 FC0912'HEADWALL OF A CULVERT UNDER THE PAVED ROAD LEADING TO THE
 FC0912'KINGSTON POWER PLANT, AND IS ABOUT 1 FT. BELOW THE LEVEL OF THE
 FC0912'ROAD.
 FC0912
 FC0912                          STATION RECOVERY (1972)
 FC0912
 FC0912'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0218 ***********************************************************************
 FC0218  DESIGNATION -  C 234
 FC0218  PID         -  FC0218
 FC0218  STATE/COUNTY-  TN/KNOX
 FC0218  USGS QUAD   -  LOVELL (1990)
 FC0218
 FC0218                         *CURRENT SURVEY CONTROL
 FC0218  ___________________________________________________________________
 FC0218* NAD 83(1986)-  35 52 41.     (N)    084 14 15.     (W)     SCALED    
 FC0218* NAVD 88     -       262.817  (meters)     862.26   (feet)  ADJUSTED  
 FC0218  ___________________________________________________________________
 FC0218  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0218  DYNAMIC HT  -         262.568 (meters)     861.44  (feet)  COMP
 FC0218  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FC0218
 FC0218  VERT ORDER  -  SECOND    CLASS 0
 FC0218
 FC0218.The horizontal coordinates were scaled from a topographic map and have
 FC0218.an estimated accuracy of +/- 6 seconds.
 FC0218
 FC0218.The orthometric height was determined by differential leveling
 FC0218.and adjusted by the National Geodetic Survey in June 1991..
 FC0218
 FC0218.The geoid height was determined by GEOID03.
 FC0218
 FC0218.The dynamic height is computed by dividing the NAVD 88
 FC0218.geopotential number by the normal gravity value computed on the
 FC0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0218.degrees latitude (g = 980.6199 gals.).
 FC0218
 FC0218.The modeled gravity was interpolated from observed gravity values.
 FC0218
 FC0218;                    North         East    Units  Estimated Accuracy
 FC0218;SPC TN       -   172,820.      759,140.      MT  (+/- 180 meters Scaled)
 FC0218
 FC0218                          SUPERSEDED SURVEY CONTROL
 FC0218
 FC0218  NGVD 29 (??/??/92)  262.931  (m)          862.63   (f) ADJ UNCH    2 0
 FC0218
 FC0218.Superseded values are not recommended for survey control.
 FC0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0218.See file dsdata.txt to determine how the superseded data were derived.
 FC0218
 FC0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE493739(NAD 83)
 FC0218_MARKER: DB = BENCH MARK DISK
 FC0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0218_SP_SET: OVERPASS
 FC0218_STAMPING: C 234 1960
 FC0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0218
 FC0218  HISTORY     - Date     Condition        Report By
 FC0218  HISTORY     - 1960     MONUMENTED       CGS
 FC0218
 FC0218                          STATION DESCRIPTION
 FC0218
 FC0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0218'4.2 MI NE FROM EATON CROSSROADS.
 FC0218'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0218'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED ROAD,
 FC0218'THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 1.2 MILE
 FC0218'EAST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS OVER INTERSTATE 40.
 FC0218'THE BENCH MARK DISK IS CEMENTED VERTICALLY IN THE NORTH FACE OF
 FC0218'THE EAST CENTER PILLAR OF THE OVERPASS, AND IS 2.6 FT. ABOVE THE
 FC0218'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1870 ***********************************************************************
 FB1870  DESIGNATION -  C 235
 FB1870  PID         -  FB1870
 FB1870  STATE/COUNTY-  TN/KNOX
 FB1870  USGS QUAD   -  KNOXVILLE (1978)
 FB1870
 FB1870                         *CURRENT SURVEY CONTROL
 FB1870  ___________________________________________________________________
 FB1870* NAD 83(1986)-  35 59 56.     (N)    083 53 42.     (W)     SCALED    
 FB1870* NAVD 88     -       288.885  (meters)     947.78   (feet)  ADJUSTED  
 FB1870  ___________________________________________________________________
 FB1870  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1870  DYNAMIC HT  -         288.619 (meters)     946.91  (feet)  COMP
 FB1870  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FB1870
 FB1870  VERT ORDER  -  FIRST     CLASS I
 FB1870
 FB1870.The horizontal coordinates were scaled from a topographic map and have
 FB1870.an estimated accuracy of +/- 6 seconds.
 FB1870
 FB1870.The orthometric height was determined by differential leveling
 FB1870.and adjusted by the National Geodetic Survey in June 1991..
 FB1870
 FB1870.The geoid height was determined by GEOID03.
 FB1870
 FB1870.The dynamic height is computed by dividing the NAVD 88
 FB1870.geopotential number by the normal gravity value computed on the
 FB1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1870.degrees latitude (g = 980.6199 gals.).
 FB1870
 FB1870.The modeled gravity was interpolated from observed gravity values.
 FB1870
 FB1870;                    North         East    Units  Estimated Accuracy
 FB1870;SPC TN       -   186,830.      789,770.      MT  (+/- 180 meters Scaled)
 FB1870
 FB1870                          SUPERSEDED SURVEY CONTROL
 FB1870
 FB1870  NGVD 29 (??/??/92)  289.015  (m)          948.21   (f) ADJ UNCH    1 1
 FB1870
 FB1870.Superseded values are not recommended for survey control.
 FB1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1870.See file dsdata.txt to determine how the superseded data were derived.
 FB1870
 FB1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV390877(NAD 83)
 FB1870_MARKER: DB = BENCH MARK DISK
 FB1870_SETTING: 66 = SET IN ROCK OUTCROP
 FB1870_SP_SET: ROCK OUTCROP
 FB1870_STAMPING: C 235 1961
 FB1870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1870+STABILITY: POSITION/ELEVATION WELL
 FB1870
 FB1870  HISTORY     - Date     Condition        Report By
 FB1870  HISTORY     - 1961     MONUMENTED       CGS
 FB1870  HISTORY     - 1967     GOOD             NGS
 FB1870  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1870
 FB1870                          STATION DESCRIPTION
 FB1870
 FB1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1870'AT KNOXVILLE.
 FB1870'AT KNOXVILLE, ABOUT 2.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY
 FB1870'FROM THE STATION, ABOUT 0.5 MILE NORTHEAST OF THE CROSSING OF
 FB1870'CHERRY STREET, 68 FEET SOUTH OF AND ACROSS THE TRACK FROM
 FB1870'MILEPOST 128, SET ON THE TOP OF THE HIGHEST PART OF AN OUTCROPPING
 FB1870'ROCK WHICH IS 5 FEET LONG-2 1/2 FEET WIDE AND PROJECTS 1 FOOT
 FB1870'ABOVE THE LEVEL OF THE GROUND, 27.8 FEET SOUTHEAST OF THE SOUTHEAST
 FB1870'RAIL OF THE EASTBOUND TRACK, 34 FEET NORTHEAST OF A 12-INCH
 FB1870'BLACK WALNUT TREE, AND 3 FEET ABOVE THE LEVEL OF THE TRACK.
 FB1870
 FB1870                          STATION RECOVERY (1982)
 FB1870
 FB1870'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0715 ***********************************************************************
 GB0715  DESIGNATION -  C 236
 GB0715  PID         -  GB0715
 GB0715  STATE/COUNTY-  TN/CAMPBELL
 GB0715  USGS QUAD   -  JACKSBORO (1991)
 GB0715
 GB0715                         *CURRENT SURVEY CONTROL
 GB0715  ___________________________________________________________________
 GB0715* NAD 83(1986)-  36 16 06.     (N)    084 11 39.     (W)     SCALED    
 GB0715* NAVD 88     -       353.058  (meters)    1158.32   (feet)  ADJUSTED  
 GB0715  ___________________________________________________________________
 GB0715  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB0715  DYNAMIC HT  -         352.744 (meters)    1157.29  (feet)  COMP
 GB0715  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB0715
 GB0715  VERT ORDER  -  SECOND    CLASS 0
 GB0715
 GB0715.The horizontal coordinates were scaled from a topographic map and have
 GB0715.an estimated accuracy of +/- 6 seconds.
 GB0715
 GB0715.The orthometric height was determined by differential leveling
 GB0715.and adjusted by the National Geodetic Survey in June 1991..
 GB0715
 GB0715.The geoid height was determined by GEOID03.
 GB0715
 GB0715.The dynamic height is computed by dividing the NAVD 88
 GB0715.geopotential number by the normal gravity value computed on the
 GB0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0715.degrees latitude (g = 980.6199 gals.).
 GB0715
 GB0715.The modeled gravity was interpolated from observed gravity values.
 GB0715
 GB0715;                    North         East    Units  Estimated Accuracy
 GB0715;SPC TN       -   216,190.      762,250.      MT  (+/- 180 meters Scaled)
 GB0715
 GB0715                          SUPERSEDED SURVEY CONTROL
 GB0715
 GB0715  NGVD 29 (??/??/92)  353.168  (m)         1158.69   (f) ADJ UNCH    2 0
 GB0715
 GB0715.Superseded values are not recommended for survey control.
 GB0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0715.See file dsdata.txt to determine how the superseded data were derived.
 GB0715
 GB0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF520173(NAD 83)
 GB0715_MARKER: DB = BENCH MARK DISK
 GB0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0715_SP_SET: CULVERT
 GB0715_STAMPING: C 236 1961
 GB0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0715
 GB0715  HISTORY     - Date     Condition        Report By
 GB0715  HISTORY     - 1961     MONUMENTED       CGS
 GB0715  HISTORY     - 1973     GOOD             TVA
 GB0715
 GB0715                          STATION DESCRIPTION
 GB0715
 GB0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0715'2.7 MI SE FROM CARYVILLE.
 GB0715'FROM THE CARYVILLE JR. HIGH SCHOOL IN CARYVILLE, GO 0.2 MILE EAST
 GB0715'ON STATE HIGHWAY 63, THEN 2.5 MILES SOUTHEAST ON U.S. HIGHWAYS 25W
 GB0715'TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS ABOUT
 GB0715'0.2 MILE SOUTHEAST OF A RAIL ROAD OVERPASS, 25 FT. SOUTHWEST OF
 GB0715'THE CENTER OF U.S. HIGHWAY 25W, AND 5.3 FT. NORTHEAST OF THE
 GB0715'SOUTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF THE CULVERT.
 GB0715'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE HEADWALL OF THE
 GB0715'CULVERT AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE ROAD.
 GB0715
 GB0715                          STATION RECOVERY (1973)
 GB0715
 GB0715'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2128 ***********************************************************************
 FB2128  DESIGNATION -  C 237
 FB2128  PID         -  FB2128
 FB2128  STATE/COUNTY-  TN/KNOX
 FB2128  USGS QUAD   -  BOYDS CREEK (1986)
 FB2128
 FB2128                         *CURRENT SURVEY CONTROL
 FB2128  ___________________________________________________________________
 FB2128* NAD 83(1986)-  35 59 30.     (N)    083 40 16.     (W)     SCALED    
 FB2128* NAVD 88     -       282.358  (meters)     926.37   (feet)  ADJUSTED  
 FB2128  ___________________________________________________________________
 FB2128  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2128  DYNAMIC HT  -         282.095 (meters)     925.51  (feet)  COMP
 FB2128  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 FB2128
 FB2128  VERT ORDER  -  SECOND    CLASS 0
 FB2128
 FB2128.The horizontal coordinates were scaled from a topographic map and have
 FB2128.an estimated accuracy of +/- 6 seconds.
 FB2128
 FB2128.The orthometric height was determined by differential leveling
 FB2128.and adjusted by the National Geodetic Survey in June 1991..
 FB2128
 FB2128.The geoid height was determined by GEOID03.
 FB2128
 FB2128.The dynamic height is computed by dividing the NAVD 88
 FB2128.geopotential number by the normal gravity value computed on the
 FB2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2128.degrees latitude (g = 980.6199 gals.).
 FB2128
 FB2128.The modeled gravity was interpolated from observed gravity values.
 FB2128
 FB2128;                    North         East    Units  Estimated Accuracy
 FB2128;SPC TN       -   186,490.      809,970.      MT  (+/- 180 meters Scaled)
 FB2128
 FB2128                          SUPERSEDED SURVEY CONTROL
 FB2128
 FB2128  NGVD 29 (??/??/92)  282.503  (m)          926.85   (f) ADJ UNCH    2 0
 FB2128
 FB2128.Superseded values are not recommended for survey control.
 FB2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2128.See file dsdata.txt to determine how the superseded data were derived.
 FB2128
 FB2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV592863(NAD 83)
 FB2128_MARKER: DB = BENCH MARK DISK
 FB2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2128_STAMPING: C 237 1961
 FB2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2128+STABILITY: SURFACE MOTION
 FB2128
 FB2128  HISTORY     - Date     Condition        Report By
 FB2128  HISTORY     - 1961     MONUMENTED       CGS
 FB2128  HISTORY     - 1972     GOOD             TVA
 FB2128
 FB2128                          STATION DESCRIPTION
 FB2128
 FB2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2128'3.1 MI NW FROM KODAK.
 FB2128'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2128'KODAK (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2128'70 AND 25W, AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES
 FB2128'EAST OF KNOXVILLE), GO 0.7 MILE NORTH ON STATE HIGHWAY 139,
 FB2128'THEN 2.4 MILES WEST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION
 FB2128'OF SMITH SCHOOL ROAD.  THE BENCH MARK IS ABOUT 200 FT. SOUTHWEST
 FB2128'OF INTERSTATE HIGHWAY 40, ABOUT 250 FT. SOUTHEAST OF THE
 FB2128'INTERSECTION OF SMITH SCHOOL ROAD AND ALEY BALES ROAD, 41 FT.
 FB2128'NORTHEAST AND ACROSS THE ROAD FROM A POWER LINE POLE WITH
 FB2128'GUY WIRE, 21 FT. NORTHEAST OF THE CENTER OF SMITH SCHOOL ROAD,
 FB2128'1.5 FT. NORTHWEST OF A FENCE CORNER POST, AND 0.8 FT. NORTHEAST
 FB2128'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB2128'PROJECTING 5 INCHES AND IS ABOUT 6 FT. ABOVE THE LEVEL OF THE
 FB2128'ROAD.
 FB2128
 FB2128                          STATION RECOVERY (1972)
 FB2128
 FB2128'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0262 ***********************************************************************
 FC0262  DESIGNATION -  C 238
 FC0262  PID         -  FC0262
 FC0262  STATE/COUNTY-  TN/LOUDON
 FC0262  USGS QUAD   -  LENOIR CITY (1986)
 FC0262
 FC0262                         *CURRENT SURVEY CONTROL
 FC0262  ___________________________________________________________________
 FC0262* NAD 83(1986)-  35 47 32.     (N)    084 19 50.     (W)     SCALED    
 FC0262* NAVD 88     -       252.440  (meters)     828.21   (feet)  ADJUSTED  
 FC0262  ___________________________________________________________________
 FC0262  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0262  DYNAMIC HT  -         252.198 (meters)     827.42  (feet)  COMP
 FC0262  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 FC0262
 FC0262  VERT ORDER  -  SECOND    CLASS 0
 FC0262
 FC0262.The horizontal coordinates were scaled from a topographic map and have
 FC0262.an estimated accuracy of +/- 6 seconds.
 FC0262
 FC0262.The orthometric height was determined by differential leveling
 FC0262.and adjusted by the National Geodetic Survey in June 1991..
 FC0262
 FC0262.The geoid height was determined by GEOID03.
 FC0262
 FC0262.The dynamic height is computed by dividing the NAVD 88
 FC0262.geopotential number by the normal gravity value computed on the
 FC0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0262.degrees latitude (g = 980.6199 gals.).
 FC0262
 FC0262.The modeled gravity was interpolated from observed gravity values.
 FC0262
 FC0262;                    North         East    Units  Estimated Accuracy
 FC0262;SPC TN       -   163,150.      750,900.      MT  (+/- 180 meters Scaled)
 FC0262
 FC0262                          SUPERSEDED SURVEY CONTROL
 FC0262
 FC0262  NGVD 29 (??/??/92)  252.551  (m)          828.58   (f) ADJ UNCH    2 0
 FC0262
 FC0262.Superseded values are not recommended for survey control.
 FC0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0262.See file dsdata.txt to determine how the superseded data were derived.
 FC0262
 FC0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE412641(NAD 83)
 FC0262_MARKER: DB = BENCH MARK DISK
 FC0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0262_STAMPING: C 238 1961
 FC0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0262+STABILITY: SURFACE MOTION
 FC0262
 FC0262  HISTORY     - Date     Condition        Report By
 FC0262  HISTORY     - 1961     MONUMENTED       CGS
 FC0262  HISTORY     - 1965     GOOD             NGS
 FC0262
 FC0262                          STATION DESCRIPTION
 FC0262
 FC0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0262'4.5 MI SW FROM EATON CROSSROADS.
 FC0262'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE 95 AT
 FC0262'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE ROUTE 95 TO A PAVED
 FC0262'ROAD RIGHT, THENCE RIGHT, SOUTHWEST ON THE PAVED ROAD FOR 2.85
 FC0262'MILES TO THE MARK ON THE RIGHT.  THE BENCH MARK IS ABOUT 0.15
 FC0262'MILE SOUTHWEST OF A LARGE BARN, ABOUT 200 FEET NORTHWEST OF
 FC0262'INTERSTATE ROUTE 75, 64 FEET NORTHEAST OF A POWERLINE POLE NO. 43,
 FC0262'18 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD,
 FC0262'11 FEET SOUTHWEST OF A LONE CEDAR TREE, AND 2.0 FEET WEST OF A
 FC0262'METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A
 FC0262'10-INCH, SQUARE, CONCRETE POST THAT PROJECTS ABOUT 4 INCHES AND
 FC0262'IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  THE DISK IS STAMPED
 FC0262'C 238 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2054 ***********************************************************************
 GA2054  DESIGNATION -  C 239
 GA2054  PID         -  GA2054
 GA2054  STATE/COUNTY-  TN/JEFFERSON
 GA2054  USGS QUAD   -  MORRISTOWN (1979)
 GA2054
 GA2054                         *CURRENT SURVEY CONTROL
 GA2054  ___________________________________________________________________
 GA2054* NAD 83(1986)-  36 07 52.     (N)    083 19 08.     (W)     SCALED    
 GA2054* NAVD 88     -       363.966  (meters)    1194.11   (feet)  ADJUSTED  
 GA2054  ___________________________________________________________________
 GA2054  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA2054  DYNAMIC HT  -         363.626 (meters)    1193.00  (feet)  COMP
 GA2054  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA2054
 GA2054  VERT ORDER  -  SECOND    CLASS 0
 GA2054
 GA2054.The horizontal coordinates were scaled from a topographic map and have
 GA2054.an estimated accuracy of +/- 6 seconds.
 GA2054
 GA2054.The orthometric height was determined by differential leveling
 GA2054.and adjusted by the National Geodetic Survey in June 1991..
 GA2054
 GA2054.The geoid height was determined by GEOID03.
 GA2054
 GA2054.The dynamic height is computed by dividing the NAVD 88
 GA2054.geopotential number by the normal gravity value computed on the
 GA2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2054.degrees latitude (g = 980.6199 gals.).
 GA2054
 GA2054.The modeled gravity was interpolated from observed gravity values.
 GA2054
 GA2054;                    North         East    Units  Estimated Accuracy
 GA2054;SPC TN       -   202,770.      841,300.      MT  (+/- 180 meters Scaled)
 GA2054
 GA2054                          SUPERSEDED SURVEY CONTROL
 GA2054
 GA2054  NGVD 29 (??/??/92)  364.109  (m)         1194.58   (f) ADJ UNCH    2 0
 GA2054
 GA2054.Superseded values are not recommended for survey control.
 GA2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2054.See file dsdata.txt to determine how the superseded data were derived.
 GA2054
 GA2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA913009(NAD 83)
 GA2054_MARKER: DB = BENCH MARK DISK
 GA2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2054_STAMPING: C 239 1961
 GA2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2054+STABILITY: SURFACE MOTION
 GA2054
 GA2054  HISTORY     - Date     Condition        Report By
 GA2054  HISTORY     - 1961     MONUMENTED       CGS
 GA2054  HISTORY     - 1980     GOOD             NGS
 GA2054
 GA2054                          STATION DESCRIPTION
 GA2054
 GA2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2054'4 MI NW FROM WHITE PINE.
 GA2054'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2054'66A IN WHITE PINE, GO 1.8 MILE NORTH ON U.S. HIGHWAY 25E, THEN
 GA2054'2.2 MILES SOUTHWEST ON INTERSTATE HIGHWAY 81 TO A CURVE.  THE
 GA2054'BENCH MARK IS ABOUT 400 FT. NORTHWEST OF INTERSTATE 81, 85 FT.
 GA2054'WEST OF THE NORTHWEST CORNER OF A BARN, 15 FT. WEST OF THE
 GA2054'NORTHWEST CORNER OF A CONCRETE AND ROCK BRIDGE OVER A SMALL CREEK,
 GA2054'14 FT. NORTHWEST OF THE CENTER OF A GRAVELED ROAD, AND 1.3 FT.
 GA2054'EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2054'PROJECTING 1 INCH AND IS ABOUT LEVEL WITH THE GRAVELED ROAD.
 GA2054
 GA2054                          STATION RECOVERY (1980)
 GA2054
 GA2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2054'THE MARK IS A FOOT NORTH OF A METAL WITNESS POST AND A FENCE LINE TO
 GA2054'REACH THE MARK FROM THE NO.4 INTERCHANGE OF INTERSTATE HWY 81 GO
 GA2054'NORTH ON PAVED ROAD FOR 0.4 MILE TO INTERSECTION OF STATE HIGHWAY 66,
 GA2054'TURN RIGHT AND GO EASTERLY ON HIGHWAY 66 FOR 2.7 MILES TO A CROSS
 GA2054'ROAD TURN RIGHT AND GO SOUTH ON HARDY ROAD FOR 2.0 MILES TO A CROSS
 GA2054'ROAD. TURN RIGHT ANG GO WEST ON ALLEN ROAD FOR 0.4 MILE TO THE MARK
 GA2054'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0165 ***********************************************************************
 GD0165  DESIGNATION -  C 24
 GD0165  PID         -  GD0165
 GD0165  STATE/COUNTY-  TN/HENRY
 GD0165  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD0165
 GD0165                         *CURRENT SURVEY CONTROL
 GD0165  ___________________________________________________________________
 GD0165* NAD 83(1986)-  36 18 03.     (N)    088 12 09.     (W)     SCALED    
 GD0165* NAVD 88     -       118.242  (meters)     387.93   (feet)  ADJUSTED  
 GD0165  ___________________________________________________________________
 GD0165  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GD0165  DYNAMIC HT  -         118.145 (meters)     387.61  (feet)  COMP
 GD0165  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 GD0165
 GD0165  VERT ORDER  -  SECOND    CLASS 0
 GD0165
 GD0165.The horizontal coordinates were scaled from a topographic map and have
 GD0165.an estimated accuracy of +/- 6 seconds.
 GD0165
 GD0165.The orthometric height was determined by differential leveling
 GD0165.and adjusted by the National Geodetic Survey in June 1991..
 GD0165
 GD0165.The geoid height was determined by GEOID03.
 GD0165
 GD0165.The dynamic height is computed by dividing the NAVD 88
 GD0165.geopotential number by the normal gravity value computed on the
 GD0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0165.degrees latitude (g = 980.6199 gals.).
 GD0165
 GD0165.The modeled gravity was interpolated from observed gravity values.
 GD0165
 GD0165;                    North         East    Units  Estimated Accuracy
 GD0165;SPC TN       -   220,520.      402,190.      MT  (+/- 180 meters Scaled)
 GD0165
 GD0165                          SUPERSEDED SURVEY CONTROL
 GD0165
 GD0165  NGVD 29 (??/??/??)  118.287  (m)          388.08   (f) ADJUSTED    2 0
 GD0165
 GD0165.Superseded values are not recommended for survey control.
 GD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0165.See file dsdata.txt to determine how the superseded data were derived.
 GD0165
 GD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF920179(NAD 83)
 GD0165_MARKER: DB = BENCH MARK DISK
 GD0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0165_STAMPING: 388.319 C 24 1934
 GD0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0165+STABILITY: SURFACE MOTION
 GD0165
 GD0165  HISTORY     - Date     Condition        Report By
 GD0165  HISTORY     - 1934     MONUMENTED       CGS
 GD0165  HISTORY     - 1952     GOOD             CGS
 GD0165  HISTORY     - 1971     GOOD             NGS
 GD0165
 GD0165                          STATION DESCRIPTION
 GD0165
 GD0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0165'8.7 MI E FROM PARIS.
 GD0165'8.7 MILES EAST OF PARIS, 3.5 MILES WEST ALONG OLD RAILROAD FROM
 GD0165'THE OLD TOWN OF SPRINGVILLE, AT FARM ROAD CROSSING OLD RAILROAD WHICH
 GD0165'IS USED FOR A ROAD AT PRESENT TIME, 0.6 MILES WEST ALONG OLD
 GD0165'RAILROAD FROM COUNTY ROAD CROSSING, 25 FEET SOUTH OF OLD
 GD0165'RAILROAD, 10 FEET EAST OF FARM ROAD.  1 FOOT NORTH OF STEEL POST
 GD0165'WHICH CONTROL MARKER SIGN.  A STANDARD DISK STAMPED 388.319 C
 GD0165'24 1934, AND SET IN THE TOP OF A CONCRETE POST.
 GD0165
 GD0165                          STATION RECOVERY (1971)
 GD0165
 GD0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2065 ***********************************************************************
 GA2065  DESIGNATION -  C 240
 GA2065  PID         -  GA2065
 GA2065  STATE/COUNTY-  TN/HAMBLEN
 GA2065  USGS QUAD   -  SPRINGVALE (1980)
 GA2065
 GA2065                         *CURRENT SURVEY CONTROL
 GA2065  ___________________________________________________________________
 GA2065* NAD 83(1986)-  36 09 44.     (N)    083 13 28.     (W)     SCALED    
 GA2065* NAVD 88     -       350.461  (meters)    1149.80   (feet)  ADJUSTED  
 GA2065  ___________________________________________________________________
 GA2065  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA2065  DYNAMIC HT  -         350.135 (meters)    1148.73  (feet)  COMP
 GA2065  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 GA2065
 GA2065  VERT ORDER  -  SECOND    CLASS 0
 GA2065
 GA2065.The horizontal coordinates were scaled from a topographic map and have
 GA2065.an estimated accuracy of +/- 6 seconds.
 GA2065
 GA2065.The orthometric height was determined by differential leveling
 GA2065.and adjusted by the National Geodetic Survey in June 1991..
 GA2065
 GA2065.The geoid height was determined by GEOID03.
 GA2065
 GA2065.The dynamic height is computed by dividing the NAVD 88
 GA2065.geopotential number by the normal gravity value computed on the
 GA2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2065.degrees latitude (g = 980.6199 gals.).
 GA2065
 GA2065.The modeled gravity was interpolated from observed gravity values.
 GA2065
 GA2065;                    North         East    Units  Estimated Accuracy
 GA2065;SPC TN       -   206,460.      849,700.      MT  (+/- 180 meters Scaled)
 GA2065
 GA2065                          SUPERSEDED SURVEY CONTROL
 GA2065
 GA2065  NGVD 29 (??/??/92)  350.594  (m)         1150.24   (f) ADJ UNCH    2 0
 GA2065
 GA2065.Superseded values are not recommended for survey control.
 GA2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2065.See file dsdata.txt to determine how the superseded data were derived.
 GA2065
 GA2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA999042(NAD 83)
 GA2065_MARKER: DB = BENCH MARK DISK
 GA2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2065_STAMPING: C 240 1961
 GA2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2065+STABILITY: SURFACE MOTION
 GA2065
 GA2065  HISTORY     - Date     Condition        Report By
 GA2065  HISTORY     - 1961     MONUMENTED       CGS
 GA2065  HISTORY     - 1980     GOOD             NGS
 GA2065
 GA2065                          STATION DESCRIPTION
 GA2065
 GA2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2065'5.8 MI NE FROM WHITE PINE.
 GA2065'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2065'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2065'0.5 MILE EAST ON INTERSTATE HIGHWAY 81, THEN 0.25 MILE
 GA2065'SOUTHEAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO 3.2 MILES
 GA2065'NORTHEAST ON A GRAVELED ROAD TO THE ST. PAUL PRESBYTERIAN CHURCH
 GA2065'ON THE LEFT.  THE BENCH MARK IS 153 FT. EAST AND ACROSS THE
 GA2065'ROAD FROM THE CHURCH, 2.7 FT. NORTH OF FENCE CORNER AND POWER
 GA2065'LINE POLE, 1.6 FT. WEST OF A FENCE, AND 2.3 FT. SOUTHWEST OF A
 GA2065'WITNESS SIGN.  THE BENCH MARK DISK IS SET IN TOP OF A CONCRETE
 GA2065'POST PROJECTING 2 INCHES AND IS ABOUT 1 FT. BELOW THE LEVEL OF
 GA2065'THE ROAD.
 GA2065
 GA2065                          STATION RECOVERY (1980)
 GA2065
 GA2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2065'THE MARK IS 14 FEET SOUTHEAST OF THE CENTERLINE OF ROAD , 4 FEET
 GA2065'NORTHEAST OF AN UNDERGROUND CABLE BOX AND 3 FEET WEST OF A FENCE
 GA2065'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1059 ***********************************************************************
 GA1059  DESIGNATION -  C 241
 GA1059  PID         -  GA1059
 GA1059  STATE/COUNTY-  TN/GREENE
 GA1059  USGS QUAD   -  BAILEYTON (1971)
 GA1059
 GA1059                         *CURRENT SURVEY CONTROL
 GA1059  ___________________________________________________________________
 GA1059* NAD 83(1986)-  36 20 58.     (N)    082 46 42.     (W)     SCALED    
 GA1059* NAVD 88     -       375.968  (meters)    1233.49   (feet)  ADJUSTED  
 GA1059  ___________________________________________________________________
 GA1059  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1059  DYNAMIC HT  -         375.619 (meters)    1232.34  (feet)  COMP
 GA1059  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 GA1059
 GA1059  VERT ORDER  -  SECOND    CLASS 0
 GA1059
 GA1059.The horizontal coordinates were scaled from a topographic map and have
 GA1059.an estimated accuracy of +/- 6 seconds.
 GA1059
 GA1059.The orthometric height was determined by differential leveling
 GA1059.and adjusted by the National Geodetic Survey in June 1991..
 GA1059
 GA1059.The geoid height was determined by GEOID03.
 GA1059
 GA1059.The dynamic height is computed by dividing the NAVD 88
 GA1059.geopotential number by the normal gravity value computed on the
 GA1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1059.degrees latitude (g = 980.6199 gals.).
 GA1059
 GA1059.The modeled gravity was interpolated from observed gravity values.
 GA1059
 GA1059;                    North         East    Units  Estimated Accuracy
 GA1059;SPC TN       -   228,450.      889,140.      MT  (+/- 180 meters Scaled)
 GA1059
 GA1059                          SUPERSEDED SURVEY CONTROL
 GA1059
 GA1059  NGVD 29 (??/??/92)  376.106  (m)         1233.94   (f) ADJ UNCH    2 0
 GA1059
 GA1059.Superseded values are not recommended for survey control.
 GA1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1059.See file dsdata.txt to determine how the superseded data were derived.
 GA1059
 GA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA404241(NAD 83)
 GA1059_MARKER: DB = BENCH MARK DISK
 GA1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1059_STAMPING: C 241 1961
 GA1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1059+STABILITY: SURFACE MOTION
 GA1059
 GA1059  HISTORY     - Date     Condition        Report By
 GA1059  HISTORY     - 1961     MONUMENTED       CGS
 GA1059
 GA1059                          STATION DESCRIPTION
 GA1059
 GA1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1059'3.5 MI E FROM BAILEYTON.
 GA1059'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 3.5 MILES EAST ON THE
 GA1059'ROMEO ROAD TO THE NEW LEBANON CHURCH ON THE RIGHT.  THE BENCH MARK
 GA1059'IS 0.55 MILE EAST OF THE CANEY CREEK COMMUNITY, 200 FT. NORTHEAST
 GA1059'OF THE NORTHEAST CORNER OF THE CHURCH, 80 FT. SOUTH OF THE CENTER
 GA1059'OF PAVED ROAD, 88 FT. NORTHEAST OF A LARGE OAK TREE IN CHURCH YARD,
 GA1059'65 FT. EAST OF THE CENTER OF THE CHURCH DRIVE, 1.6 FT. WEST OF A
 GA1059'FENCE, AND 1.9 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN
 GA1059'TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH
 GA1059'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0330 ***********************************************************************
 GA0330  DESIGNATION -  C 242
 GA0330  PID         -  GA0330
 GA0330  STATE/COUNTY-  TN/SULLIVAN
 GA0330  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0330
 GA0330                         *CURRENT SURVEY CONTROL
 GA0330  ___________________________________________________________________
 GA0330* NAD 83(1986)-  36 31 59.     (N)    082 23 03.     (W)     SCALED    
 GA0330* NAVD 88     -       514.002  (meters)    1686.35   (feet)  ADJUSTED  
 GA0330  ___________________________________________________________________
 GA0330  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0330  DYNAMIC HT  -         513.529 (meters)    1684.80  (feet)  COMP
 GA0330  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GA0330
 GA0330  VERT ORDER  -  SECOND    CLASS 0
 GA0330
 GA0330.The horizontal coordinates were scaled from a topographic map and have
 GA0330.an estimated accuracy of +/- 6 seconds.
 GA0330
 GA0330.The orthometric height was determined by differential leveling
 GA0330.and adjusted by the National Geodetic Survey in June 1991..
 GA0330
 GA0330.The geoid height was determined by GEOID03.
 GA0330
 GA0330.The dynamic height is computed by dividing the NAVD 88
 GA0330.geopotential number by the normal gravity value computed on the
 GA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0330.degrees latitude (g = 980.6199 gals.).
 GA0330
 GA0330.The modeled gravity was interpolated from observed gravity values.
 GA0330
 GA0330;                    North         East    Units  Estimated Accuracy
 GA0330;SPC TN       -   250,050.      923,740.      MT  (+/- 180 meters Scaled)
 GA0330
 GA0330                          SUPERSEDED SURVEY CONTROL
 GA0330
 GA0330  NGVD 29 (??/??/92)  514.140  (m)         1686.81   (f) ADJ UNCH    2 0
 GA0330
 GA0330.Superseded values are not recommended for survey control.
 GA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0330.See file dsdata.txt to determine how the superseded data were derived.
 GA0330
 GA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA760439(NAD 83)
 GA0330_MARKER: DB = BENCH MARK DISK
 GA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0330_STAMPING: C 242 1961
 GA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0330+STABILITY: SURFACE MOTION
 GA0330
 GA0330  HISTORY     - Date     Condition        Report By
 GA0330  HISTORY     - 1961     MONUMENTED       CGS
 GA0330
 GA0330                          STATION DESCRIPTION
 GA0330
 GA0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0330'3.9 MI W FROM BLOUNTVILLE.
 GA0330'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.75 MILES WEST ON
 GA0330'U.S. HIGHWAY 11W TO A Y JUNCTION JUST AFTER PASSING A CEMETARY
 GA0330'ON THE RIGHT, THEN GO 0.15 MILE NORTH ON A GRAVELED ROAD.  THE
 GA0330'BENCH MARK IS 135 FT. NORTHEAST OF THE NORTHEAST CORNER OF AN
 GA0330'ABANDONED LOG BARN, 18 FT. NORTH OF A POWER LINE POLE, 17 FT.
 GA0330'WEST OF THE CENTER OF THE GRAVELED ROAD, 1 FT. EAST OF A FENCE,
 GA0330'AND 2.6 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 GA0330'A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 2 FT. ABOVE
 GA0330'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0618 ***********************************************************************
 FC0618  DESIGNATION -  C 243
 FC0618  PID         -  FC0618
 FC0618  STATE/COUNTY-  TN/BRADLEY
 FC0618  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0618
 FC0618                         *CURRENT SURVEY CONTROL
 FC0618  ___________________________________________________________________
 FC0618* NAD 83(1986)-  35 10 37.     (N)    084 55 04.     (W)     SCALED    
 FC0618* NAVD 88     -       241.245  (meters)     791.48   (feet)  ADJUSTED  
 FC0618  ___________________________________________________________________
 FC0618  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0618  DYNAMIC HT  -         241.006 (meters)     790.70  (feet)  COMP
 FC0618  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 FC0618
 FC0618  VERT ORDER  -  SECOND    CLASS 0
 FC0618
 FC0618.The horizontal coordinates were scaled from a topographic map and have
 FC0618.an estimated accuracy of +/- 6 seconds.
 FC0618
 FC0618.The orthometric height was determined by differential leveling
 FC0618.and adjusted by the National Geodetic Survey in June 1991..
 FC0618
 FC0618.The geoid height was determined by GEOID03.
 FC0618
 FC0618.The dynamic height is computed by dividing the NAVD 88
 FC0618.geopotential number by the normal gravity value computed on the
 FC0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0618.degrees latitude (g = 980.6199 gals.).
 FC0618
 FC0618.The modeled gravity was interpolated from observed gravity values.
 FC0618
 FC0618;                    North         East    Units  Estimated Accuracy
 FC0618;SPC TN       -    94,140.      698,580.      MT  (+/- 180 meters Scaled)
 FC0618
 FC0618                          SUPERSEDED SURVEY CONTROL
 FC0618
 FC0618  NGVD 29 (??/??/92)  241.265  (m)          791.55   (f) ADJ UNCH    2 0
 FC0618
 FC0618.Superseded values are not recommended for survey control.
 FC0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0618.See file dsdata.txt to determine how the superseded data were derived.
 FC0618
 FC0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD896946(NAD 83)
 FC0618_MARKER: DB = BENCH MARK DISK
 FC0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0618_STAMPING: C 243 1961
 FC0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0618+STABILITY: SURFACE MOTION
 FC0618
 FC0618  HISTORY     - Date     Condition        Report By
 FC0618  HISTORY     - 1961     MONUMENTED       CGS
 FC0618  HISTORY     - 1967     GOOD             NGS
 FC0618
 FC0618                          STATION DESCRIPTION
 FC0618
 FC0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0618'3 MI W FROM CLEVELAND.
 FC0618'FROM THE COURT HOUSE IN CLEVELAND GO WEST ON STATE HIGHWAY 60
 FC0618'FOR 0.75 MILES TO THE JUNCTION OF GEORGETOWN PIKE AND HARRISON
 FC0618'PIKE, GO WEST ON HARRISON PIKE 2.25 MILES TO PROSPECT SCHOOL
 FC0618'AND STORE AND SINCLAIR STATION AND MARK ON THE RIGHT, 85 FEET
 FC0618'SOUTH OF SOUTHEAST CORNER OF STORE, 68 FEET EAST OF CENTER OF A
 FC0618'CROSS ROAD, 1.4 FEET NORTHEAST OF POWER LINE POLE 72, 1.4 FEET
 FC0618'SOUTHWEST OF A WITNESS SIGN.  A STANDARD DISK SET IN THE TOP OF
 FC0618'A CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT 4 FEET ABOVE THE
 FC0618'LEVEL OF THE ROAD.
 FC0618
 FC0618                          STATION RECOVERY (1967)
 FC0618
 FC0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0552 ***********************************************************************
 FC0552  DESIGNATION -  C 244
 FC0552  PID         -  FC0552
 FC0552  STATE/COUNTY-  TN/MCMINN
 FC0552  USGS QUAD   -  RICEVILLE (1990)
 FC0552
 FC0552                         *CURRENT SURVEY CONTROL
 FC0552  ___________________________________________________________________
 FC0552* NAD 83(1986)-  35 23 53.     (N)    084 42 36.     (W)     SCALED    
 FC0552* NAVD 88     -       231.004  (meters)     757.89   (feet)  ADJUSTED  
 FC0552  ___________________________________________________________________
 FC0552  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0552  DYNAMIC HT  -         230.778 (meters)     757.14  (feet)  COMP
 FC0552  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 FC0552
 FC0552  VERT ORDER  -  SECOND    CLASS 0
 FC0552
 FC0552.The horizontal coordinates were scaled from a topographic map and have
 FC0552.an estimated accuracy of +/- 6 seconds.
 FC0552
 FC0552.The orthometric height was determined by differential leveling
 FC0552.and adjusted by the National Geodetic Survey in June 1991..
 FC0552
 FC0552.The geoid height was determined by GEOID03.
 FC0552
 FC0552.The dynamic height is computed by dividing the NAVD 88
 FC0552.geopotential number by the normal gravity value computed on the
 FC0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0552.degrees latitude (g = 980.6199 gals.).
 FC0552
 FC0552.The modeled gravity was interpolated from observed gravity values.
 FC0552
 FC0552;                    North         East    Units  Estimated Accuracy
 FC0552;SPC TN       -   118,900.      717,180.      MT  (+/- 180 meters Scaled)
 FC0552
 FC0552                          SUPERSEDED SURVEY CONTROL
 FC0552
 FC0552  NGVD 29 (??/??/92)  231.066  (m)          758.09   (f) ADJ UNCH    2 0
 FC0552
 FC0552.Superseded values are not recommended for survey control.
 FC0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0552.See file dsdata.txt to determine how the superseded data were derived.
 FC0552
 FC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE079195(NAD 83)
 FC0552_MARKER: DB = BENCH MARK DISK
 FC0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0552_STAMPING: C 244 1961
 FC0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0552+STABILITY: SURFACE MOTION
 FC0552
 FC0552  HISTORY     - Date     Condition        Report By
 FC0552  HISTORY     - 1961     MONUMENTED       CGS
 FC0552
 FC0552                          STATION DESCRIPTION
 FC0552
 FC0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0552'2.2 MI N FROM RICEVILLE.
 FC0552'FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON AN OILED ROAD FOR
 FC0552'0.L MILE, CROSSING RAILROAD TRACKS, TO THE JUNCTION OF U.S.
 FC0552'HIGHWAY 11, TURN RIGHT ON U.S. HIGHWAY 11 FOR 0.35 MILE TO A
 FC0552'CROSSROAD, TURN LEFT ON AN OILED ROAD FOR 1.1 MILES TO A STEEL
 FC0552'BRIDGE, CONTINUE STRAIGHT AHEAD CROSSING BRIDGE FOR 0.1 MILE
 FC0552'TO A SIDE ROAD RIGHT, TURN RIGHT ON A GRAVELED ROAD FOR 0.5
 FC0552'MILE TO A POINT WHERE THE ROAD TURNS LEFT AND THE MARK ON THE
 FC0552'LEFT.  ABOUT 500 FEET SOUTHEAST OF INTERSTATE HIGHWAY, ABOUT
 FC0552'150 FEET NORTHWEST OF A HOUSE, ABOUT 140 WEST OF THE CURVE IN
 FC0552'THE ROAD, 33 FEET SOUTHWEST OF THE SOUTH CORNER OF A CORRUGATED
 FC0552'PIPE CULVERT UNDER THE ROAD, 23 FEET SOUTH OF CENTER LINE OF THE
 FC0552'ROAD, 3.4 FEET SOUTH OF A WITNESS SIGN AND 4 FEET ABOVE THE
 FC0552'LEVEL OF THE ROAD.  THE DISK IS SET IN THE TOP OF A CONCRETE POST
 FC0552'PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1231 ***********************************************************************
 FC1231  DESIGNATION -  C 245
 FC1231  PID         -  FC1231
 FC1231  STATE/COUNTY-  TN/HAMILTON
 FC1231  USGS QUAD   -  OOLTEWAH (1976)
 FC1231
 FC1231                         *CURRENT SURVEY CONTROL
 FC1231  ___________________________________________________________________
 FC1231* NAD 83(1986)-  35 04 48.     (N)    085 05 26.     (W)     SCALED    
 FC1231* NAVD 88     -       259.949  (meters)     852.85   (feet)  ADJUSTED  
 FC1231  ___________________________________________________________________
 FC1231  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC1231  DYNAMIC HT  -         259.690 (meters)     852.00  (feet)  COMP
 FC1231  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 FC1231
 FC1231  VERT ORDER  -  SECOND    CLASS 0
 FC1231
 FC1231.The horizontal coordinates were scaled from a topographic map and have
 FC1231.an estimated accuracy of +/- 6 seconds.
 FC1231
 FC1231.The orthometric height was determined by differential leveling
 FC1231.and adjusted by the National Geodetic Survey in June 1991..
 FC1231
 FC1231.The geoid height was determined by GEOID03.
 FC1231
 FC1231.The dynamic height is computed by dividing the NAVD 88
 FC1231.geopotential number by the normal gravity value computed on the
 FC1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1231.degrees latitude (g = 980.6199 gals.).
 FC1231
 FC1231.The modeled gravity was interpolated from observed gravity values.
 FC1231
 FC1231;                    North         East    Units  Estimated Accuracy
 FC1231;SPC TN       -    83,230.      682,940.      MT  (+/- 180 meters Scaled)
 FC1231
 FC1231                          SUPERSEDED SURVEY CONTROL
 FC1231
 FC1231  NGVD 29 (??/??/92)  259.966  (m)          852.91   (f) ADJ UNCH    2 0
 FC1231
 FC1231.Superseded values are not recommended for survey control.
 FC1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1231.See file dsdata.txt to determine how the superseded data were derived.
 FC1231
 FC1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD740835(NAD 83)
 FC1231_MARKER: DB = BENCH MARK DISK
 FC1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1231_SP_SET: CULVERT
 FC1231_STAMPING: C 245 1961
 FC1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1231
 FC1231  HISTORY     - Date     Condition        Report By
 FC1231  HISTORY     - 1961     MONUMENTED       CGS
 FC1231  HISTORY     - 1962     GOOD             NGS
 FC1231  HISTORY     - 1972     GOOD             TVA
 FC1231  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1231
 FC1231                          STATION DESCRIPTION
 FC1231
 FC1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1231'1.7 MI W FROM OOLTEWAH.
 FC1231'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND GEORGETOWN PIKE
 FC1231'IN OOLTEWAH GO WEST ON U.S. HIGHWAY 11 FOR 1.7 MILES TO THE MARK
 FC1231'ON THE RIGHT, CEMENTED IN A DRILLED HOLE IN THE CENTER OF THE
 FC1231'NORTH HEADWALL OF A CULVERT UNDER THE HIGHWAY.  49 FEET SOUTH OF
 FC1231'A FENCE LINE, 40 FEET NORTH OF HIGHWAY GUARD RAIL AND ABOUT 13
 FC1231'FEET BELOW THE LEVEL OF THE ROAD.  A STANDARD DISK.
 FC1231
 FC1231                          STATION RECOVERY (1972)
 FC1231
 FC1231'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1231'RECOVERED IN GOOD CONDITION.
 FC1231
 FC1231                          STATION RECOVERY (1983)
 FC1231
 FC1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1231'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1454 ***********************************************************************
 FC1454  DESIGNATION -  C 246
 FC1454  PID         -  FC1454
 FC1454  STATE/COUNTY-  TN/MARION
 FC1454  USGS QUAD   -  SEQUATCHIE (1982)
 FC1454
 FC1454                         *CURRENT SURVEY CONTROL
 FC1454  ___________________________________________________________________
 FC1454* NAD 83(1986)-  35 04 22.     (N)    085 36 57.     (W)     SCALED    
 FC1454* NAVD 88     -       189.441  (meters)     621.52   (feet)  ADJUSTED  
 FC1454  ___________________________________________________________________
 FC1454  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1454  DYNAMIC HT  -         189.258 (meters)     620.92  (feet)  COMP
 FC1454  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 FC1454
 FC1454  VERT ORDER  -  SECOND    CLASS 0
 FC1454
 FC1454.The horizontal coordinates were scaled from a topographic map and have
 FC1454.an estimated accuracy of +/- 6 seconds.
 FC1454
 FC1454.The orthometric height was determined by differential leveling
 FC1454.and adjusted by the National Geodetic Survey in June 1991..
 FC1454
 FC1454.The geoid height was determined by GEOID03.
 FC1454
 FC1454.The dynamic height is computed by dividing the NAVD 88
 FC1454.geopotential number by the normal gravity value computed on the
 FC1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1454.degrees latitude (g = 980.6199 gals.).
 FC1454
 FC1454.The modeled gravity was interpolated from observed gravity values.
 FC1454
 FC1454;                    North         East    Units  Estimated Accuracy
 FC1454;SPC TN       -    82,110.      635,040.      MT  (+/- 180 meters Scaled)
 FC1454
 FC1454                          SUPERSEDED SURVEY CONTROL
 FC1454
 FC1454  NGVD 29 (??/??/92)  189.453  (m)          621.56   (f) ADJ UNCH    2 0
 FC1454
 FC1454.Superseded values are not recommended for survey control.
 FC1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1454.See file dsdata.txt to determine how the superseded data were derived.
 FC1454
 FC1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD262819(NAD 83)
 FC1454_MARKER: DB = BENCH MARK DISK
 FC1454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1454_SP_SET: BRIDGE
 FC1454_STAMPING: C 246 1962
 FC1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1454
 FC1454  HISTORY     - Date     Condition        Report By
 FC1454  HISTORY     - 1962     MONUMENTED       CGS
 FC1454
 FC1454                          STATION DESCRIPTION
 FC1454
 FC1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1454'0.6 MI SE FROM JASPER.
 FC1454'TO REACH THE MARK FROM THE COURTHOUSE IN JASPER GO SOUTHEAST
 FC1454'ON U.S. HIGHWAYS 41-64-72 FOR 0.6 MILE TO THE MARK SET IN THE
 FC1454'SOUTHWEST WINGWALL OF A BRIDGE OVER STANDIFER BRANCH, 90 FEET
 FC1454'EAST OF THE NORTHEAST CORNER OF A TAVERN, 36.0 FEET SOUTHEAST OF
 FC1454'JASPER CITY LIMITS SIGN, AND 17.0 FEET SOUTH OF THE CENTER OF
 FC1454'U.S. HIGHWAYS 41-64-72.  A STANDARD DISK DRILLED IN A CONCRETE
 FC1454'BRIDGE ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1807 ***********************************************************************
 GA1807  DESIGNATION -  C 247
 GA1807  PID         -  GA1807
 GA1807  STATE/COUNTY-  TN/HAMBLEN
 GA1807  USGS QUAD   -  TALBOTT (1980)
 GA1807
 GA1807                         *CURRENT SURVEY CONTROL
 GA1807  ___________________________________________________________________
 GA1807* NAD 83(1986)-  36 10 47.     (N)    083 22 39.     (W)     SCALED    
 GA1807* NAVD 88     -       392.074  (meters)    1286.33   (feet)  ADJUSTED  
 GA1807  ___________________________________________________________________
 GA1807  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1807  DYNAMIC HT  -         391.713 (meters)    1285.15  (feet)  COMP
 GA1807  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 GA1807
 GA1807  VERT ORDER  -  FIRST     CLASS I
 GA1807
 GA1807.This mark is at Moore-Murrell Airport (MOR)
 GA1807
 GA1807.The horizontal coordinates were scaled from a topographic map and have
 GA1807.an estimated accuracy of +/- 6 seconds.
 GA1807
 GA1807.The orthometric height was determined by differential leveling
 GA1807.and adjusted by the National Geodetic Survey in June 1991..
 GA1807
 GA1807.The geoid height was determined by GEOID03.
 GA1807
 GA1807.The dynamic height is computed by dividing the NAVD 88
 GA1807.geopotential number by the normal gravity value computed on the
 GA1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1807.degrees latitude (g = 980.6199 gals.).
 GA1807
 GA1807.The modeled gravity was interpolated from observed gravity values.
 GA1807
 GA1807;                    North         East    Units  Estimated Accuracy
 GA1807;SPC TN       -   208,020.      835,880.      MT  (+/- 180 meters Scaled)
 GA1807
 GA1807                          SUPERSEDED SURVEY CONTROL
 GA1807
 GA1807  NGVD 29 (??/??/92)  392.200  (m)         1286.74   (f) ADJ UNCH    1 1
 GA1807
 GA1807.Superseded values are not recommended for survey control.
 GA1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1807.See file dsdata.txt to determine how the superseded data were derived.
 GA1807
 GA1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA861065(NAD 83)
 GA1807_MARKER: DB = BENCH MARK DISK
 GA1807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1807_SP_SET: BUILDING
 GA1807_STAMPING: C 247 1967
 GA1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1807
 GA1807  HISTORY     - Date     Condition        Report By
 GA1807  HISTORY     - 1967     MONUMENTED       CGS
 GA1807
 GA1807                          STATION DESCRIPTION
 GA1807
 GA1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1807'5.2 MI SW FROM MORRISTOWN.
 GA1807'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL AT
 GA1807'MORRISTOWN, THENCE 0.5 MILE SOUTHWEST ALONG A BLACK TOPPED ROAD,
 GA1807'AT THE MORRISTOWN MUNICIPAL AIRPORT, SET VERTICALLY IN THE
 GA1807'NORTHWEST FACE AND NEAR THE WEST CORNER OF THE NEW ADMINISTRATION
 GA1807'BUILDING (UNDER CONSTRUCTION IN 1967), 3 FEET NORTHEAST OF THE
 GA1807'WEST CORNER OF THE BUILDING AND 1.9 FEET ABOVE THE LEVEL OF THE
 GA1807'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2206 ***********************************************************************
 GA2206  DESIGNATION -  C 248
 GA2206  PID         -  GA2206
 GA2206  STATE/COUNTY-  TN/JEFFERSON
 GA2206  USGS QUAD   -  MASCOT (1987)
 GA2206
 GA2206                         *CURRENT SURVEY CONTROL
 GA2206  ___________________________________________________________________
 GA2206* NAD 83(1986)-  36 04 03.     (N)    083 40 38.     (W)     SCALED    
 GA2206* NAVD 88     -       278.480  (meters)     913.65   (feet)  ADJUSTED  
 GA2206  ___________________________________________________________________
 GA2206  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2206  DYNAMIC HT  -         278.224 (meters)     912.81  (feet)  COMP
 GA2206  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2206
 GA2206  VERT ORDER  -  FIRST     CLASS I
 GA2206
 GA2206.The horizontal coordinates were scaled from a topographic map and have
 GA2206.an estimated accuracy of +/- 6 seconds.
 GA2206
 GA2206.The orthometric height was determined by differential leveling
 GA2206.and adjusted by the National Geodetic Survey in June 1991..
 GA2206
 GA2206.The geoid height was determined by GEOID03.
 GA2206
 GA2206.The dynamic height is computed by dividing the NAVD 88
 GA2206.geopotential number by the normal gravity value computed on the
 GA2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2206.degrees latitude (g = 980.6199 gals.).
 GA2206
 GA2206.The modeled gravity was interpolated from observed gravity values.
 GA2206
 GA2206;                    North         East    Units  Estimated Accuracy
 GA2206;SPC TN       -   194,890.      809,220.      MT  (+/- 180 meters Scaled)
 GA2206
 GA2206                          SUPERSEDED SURVEY CONTROL
 GA2206
 GA2206  NGVD 29 (??/??/92)  278.606  (m)          914.06   (f) ADJ UNCH    1 1
 GA2206
 GA2206.Superseded values are not recommended for survey control.
 GA2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2206.See file dsdata.txt to determine how the superseded data were derived.
 GA2206
 GA2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV588947(NAD 83)
 GA2206_MARKER: DB = BENCH MARK DISK
 GA2206_SETTING: 66 = SET IN ROCK OUTCROP
 GA2206_SP_SET: ROCK LEDGE
 GA2206_STAMPING: C 248 1967
 GA2206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2206+STABILITY: POSITION/ELEVATION WELL
 GA2206
 GA2206  HISTORY     - Date     Condition        Report By
 GA2206  HISTORY     - 1967     MONUMENTED       CGS
 GA2206
 GA2206                          STATION DESCRIPTION
 GA2206
 GA2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2206'0.6 MI E FROM STRAWBERRY PLAINS.
 GA2206'ABOUT 0.6 MILE EAST ALONG A BLACK TOPPED ROAD FROM THE POST
 GA2206'OFFICE AT STRAWBERRY PLAINS, ABOUT 70 YARDS EAST OF THE JUNCTION
 GA2206'OF A GRAVELED ROAD LEADING NORTH, SET ON THE TOP OF A ROCK LEDGE
 GA2206'WHICH IS 18 FEET LONG AND 3 FEET HIGH AND IS PART OF A HILLSIDE
 GA2206'ON SOUTH SIDE OF THE ROAD, 21 1/2 FEET SOUTH OF THE CENTER LINE
 GA2206'OF THE ROAD, 6 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE LEDGE,
 GA2206'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1888 ***********************************************************************
 FB1888  DESIGNATION -  C 249
 FB1888  PID         -  FB1888
 FB1888  STATE/COUNTY-  TN/KNOX
 FB1888  USGS QUAD   -  KNOXVILLE (1978)
 FB1888
 FB1888                         *CURRENT SURVEY CONTROL
 FB1888  ___________________________________________________________________
 FB1888* NAD 83(1986)-  35 57 54.     (N)    083 55 35.     (W)     SCALED    
 FB1888* NAVD 88     -       269.821  (meters)     885.24   (feet)  ADJUSTED  
 FB1888  ___________________________________________________________________
 FB1888  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1888  DYNAMIC HT  -         269.572 (meters)     884.42  (feet)  COMP
 FB1888  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FB1888
 FB1888  VERT ORDER  -  FIRST     CLASS I
 FB1888
 FB1888.The horizontal coordinates were scaled from a topographic map and have
 FB1888.an estimated accuracy of +/- 6 seconds.
 FB1888
 FB1888.The orthometric height was determined by differential leveling
 FB1888.and adjusted by the National Geodetic Survey in June 1991..
 FB1888.WARNING-Repeat measurements at this control monument indicate possible
 FB1888.vertical movement.
 FB1888
 FB1888.The geoid height was determined by GEOID03.
 FB1888
 FB1888.The dynamic height is computed by dividing the NAVD 88
 FB1888.geopotential number by the normal gravity value computed on the
 FB1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1888.degrees latitude (g = 980.6199 gals.).
 FB1888
 FB1888.The modeled gravity was interpolated from observed gravity values.
 FB1888
 FB1888;                    North         East    Units  Estimated Accuracy
 FB1888;SPC TN       -   183,010.      787,020.      MT  (+/- 180 meters Scaled)
 FB1888
 FB1888                          SUPERSEDED SURVEY CONTROL
 FB1888
 FB1888  NGVD 29 (??/??/92)  269.955  (m)          885.68   (f) ADJ UNCH    1 1
 FB1888
 FB1888.Superseded values are not recommended for survey control.
 FB1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1888.See file dsdata.txt to determine how the superseded data were derived.
 FB1888
 FB1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360840(NAD 83)
 FB1888_MARKER: DB = BENCH MARK DISK
 FB1888_SETTING: 66 = SET IN ROCK OUTCROP
 FB1888_SP_SET: ROCK LEDGE
 FB1888_STAMPING: C 249 1967
 FB1888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1888+STABILITY: POSITION/ELEVATION WELL
 FB1888
 FB1888  HISTORY     - Date     Condition        Report By
 FB1888  HISTORY     - 1967     MONUMENTED       CGS
 FB1888  HISTORY     - 1968     GOOD             NGS
 FB1888  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1888
 FB1888                          STATION DESCRIPTION
 FB1888
 FB1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1888'AT KNOXVILLE.
 FB1888'AT KNOXVILLE, ABOUT 0.4 MILE SOUTHWEST ALONG THE SOUTHERN
 FB1888'RAILWAY FROM THE STATION, ABOUT 0.1 MILE NORTHWEST OF THE
 FB1888'LOUISVILLE AND NASHVILLE RAILROAD STATION, 77 FEET NORTH OF THE
 FB1888'NORTHWEST CORNER OF THE NORTH LEG OF THE EAST PIER UNDER WESTERN
 FB1888'AVENUE OVERPASS OVER THE TRACK, SET ON THE TOP OF A ROCK LEDGE
 FB1888'WHICH IS ABOUT 35 FEET LONG BY 6 FEET HIGH AT THE HIGHEST POINT,
 FB1888'13.4 FEET EAST OF THE EAST RAIL, 20 FEET WEST OF THE CENTER
 FB1888'LINE OF A BLACKTOP STREET, ABOUT LEVEL WITH THE STREET AND 6 FEET
 FB1888'ABOVE THE LEVEL OF THE TRACK.
 FB1888
 FB1888                          STATION RECOVERY (1982)
 FB1888
 FB1888'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1672 ***********************************************************************
 GC1672  DESIGNATION -  C 25
 GC1672  PID         -  GC1672
 GC1672  STATE/COUNTY-  TN/MONTGOMERY
 GC1672  USGS QUAD   -  NEEDMORE (1983)
 GC1672
 GC1672                         *CURRENT SURVEY CONTROL
 GC1672  ___________________________________________________________________
 GC1672* NAD 83(1986)-  36 25 18.     (N)    087 34 39.     (W)     SCALED    
 GC1672* NAVD 88     -       115.430  (meters)     378.71   (feet)  ADJUSTED  
 GC1672  ___________________________________________________________________
 GC1672  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC1672  DYNAMIC HT  -         115.333 (meters)     378.39  (feet)  COMP
 GC1672  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 GC1672
 GC1672  VERT ORDER  -  SECOND    CLASS 0
 GC1672
 GC1672.The horizontal coordinates were scaled from a topographic map and have
 GC1672.an estimated accuracy of +/- 6 seconds.
 GC1672
 GC1672.The orthometric height was determined by differential leveling
 GC1672.and adjusted by the National Geodetic Survey in June 1991..
 GC1672
 GC1672.The geoid height was determined by GEOID03.
 GC1672
 GC1672.The dynamic height is computed by dividing the NAVD 88
 GC1672.geopotential number by the normal gravity value computed on the
 GC1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1672.degrees latitude (g = 980.6199 gals.).
 GC1672
 GC1672.The modeled gravity was interpolated from observed gravity values.
 GC1672
 GC1672;                    North         East    Units  Estimated Accuracy
 GC1672;SPC TN       -   232,840.      458,530.      MT  (+/- 180 meters Scaled)
 GC1672
 GC1672                          SUPERSEDED SURVEY CONTROL
 GC1672
 GC1672  NGVD 29 (??/??/92)  115.483  (m)          378.88   (f) ADJ UNCH    2 0
 GC1672
 GC1672.Superseded values are not recommended for survey control.
 GC1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1672.See file dsdata.txt to determine how the superseded data were derived.
 GC1672
 GC1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF482308(NAD 83)
 GC1672_MARKER: DB = BENCH MARK DISK
 GC1672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1672_SP_SET: BRIDGE
 GC1672_STAMPING: 379.130 C 25 1934
 GC1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1672
 GC1672  HISTORY     - Date     Condition        Report By
 GC1672  HISTORY     - 1934     MONUMENTED       CGS
 GC1672
 GC1672                          STATION DESCRIPTION
 GC1672
 GC1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1672'0.9 MI NE FROM SAILORS REST.
 GC1672'0.9 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1672'FROM SAILORS REST, MONTGOMERY COUNTY, 150 YARDS NORTHEAST OF
 GC1672'MILEPOST 195, AT BRIDGE NO. 34 OVER YELLOW CREEK, IN THE TOP
 GC1672'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT, 1 FOOT SOUTH OF
 GC1672'THE NORTH FACE, AND 3 YARDS WEST OF THE CENTERLINE OF THE TRACK.
 GC1672'A STANDARD DISK, STAMPED 379.130 C 25 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0853 ***********************************************************************
 GB0853  DESIGNATION -  C 250
 GB0853  PID         -  GB0853
 GB0853  STATE/COUNTY-  TN/MORGAN
 GB0853  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0853
 GB0853                         *CURRENT SURVEY CONTROL
 GB0853  ___________________________________________________________________
 GB0853* NAD 83(1986)-  36 02 55.     (N)    084 36 50.     (W)     SCALED    
 GB0853* NAVD 88     -       257.275  (meters)     844.08   (feet)  ADJUSTED  
 GB0853  ___________________________________________________________________
 GB0853  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB0853  DYNAMIC HT  -         257.043 (meters)     843.32  (feet)  COMP
 GB0853  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 GB0853
 GB0853  VERT ORDER  -  FIRST     CLASS I
 GB0853
 GB0853.The horizontal coordinates were scaled from a topographic map and have
 GB0853.an estimated accuracy of +/- 6 seconds.
 GB0853
 GB0853.The orthometric height was determined by differential leveling
 GB0853.and adjusted by the National Geodetic Survey in June 1991..
 GB0853
 GB0853.The geoid height was determined by GEOID03.
 GB0853
 GB0853.The dynamic height is computed by dividing the NAVD 88
 GB0853.geopotential number by the normal gravity value computed on the
 GB0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0853.degrees latitude (g = 980.6199 gals.).
 GB0853
 GB0853.The modeled gravity was interpolated from observed gravity values.
 GB0853
 GB0853;                    North         East    Units  Estimated Accuracy
 GB0853;SPC TN       -   191,190.      724,890.      MT  (+/- 180 meters Scaled)
 GB0853
 GB0853                          SUPERSEDED SURVEY CONTROL
 GB0853
 GB0853  NGVD 29 (??/??/92)  257.390  (m)          844.45   (f) ADJ UNCH    1 1
 GB0853
 GB0853.Superseded values are not recommended for survey control.
 GB0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0853.See file dsdata.txt to determine how the superseded data were derived.
 GB0853
 GB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE149919(NAD 83)
 GB0853_MARKER: DB = BENCH MARK DISK
 GB0853_SETTING: 66 = SET IN ROCK OUTCROP
 GB0853_SP_SET: ROCK CUT
 GB0853_STAMPING: C 250 1968
 GB0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0853+STABILITY: POSITION/ELEVATION WELL
 GB0853
 GB0853  HISTORY     - Date     Condition        Report By
 GB0853  HISTORY     - 1968     MONUMENTED       CGS
 GB0853
 GB0853                          STATION DESCRIPTION
 GB0853
 GB0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0853'5.6 MI NW FROM OAKDALE.
 GB0853'ABOUT 5.65 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0853'STATION AT OAKDALE, 0.55 MILE NORTHWEST OF THE NORTHWEST END OF A
 GB0853'STEEL RAILROAD BRIDGE OVER CROOKED FORK, 0.35 MILE NORTHWEST OF
 GB0853'MILEPOST 249, SET IN THE TOP AND 1.4 FEET NORTHEAST OF THE SOUTHWEST
 GB0853'EDGE OF A 3-FOOT LEDGE ON THE NORTHEAST ROCK WALL OF A CUT FOR
 GB0853'THE RAILROAD, 23 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 24 FEET
 GB0853'SOUTHWEST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, AND ABOUT
 GB0853'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1035 ***********************************************************************
 GD1035  DESIGNATION -  C 251
 GD1035  PID         -  GD1035
 GD1035  STATE/COUNTY-  TN/LAKE
 GD1035  USGS QUAD   -  TENNEMO (1983)
 GD1035
 GD1035                         *CURRENT SURVEY CONTROL
 GD1035  ___________________________________________________________________
 GD1035* NAD 83(1986)-  36 13 30.     (N)    089 33 37.     (W)     SCALED    
 GD1035* NAVD 88     -        81.723  (meters)     268.12   (feet)  ADJUSTED  
 GD1035  ___________________________________________________________________
 GD1035  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1035  DYNAMIC HT  -          81.656 (meters)     267.90  (feet)  COMP
 GD1035  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GD1035
 GD1035  VERT ORDER  -  FIRST     CLASS I
 GD1035
 GD1035.The horizontal coordinates were scaled from a topographic map and have
 GD1035.an estimated accuracy of +/- 6 seconds.
 GD1035
 GD1035.The orthometric height was determined by differential leveling
 GD1035.and adjusted by the National Geodetic Survey in June 1991..
 GD1035
 GD1035.The geoid height was determined by GEOID03.
 GD1035
 GD1035.The dynamic height is computed by dividing the NAVD 88
 GD1035.geopotential number by the normal gravity value computed on the
 GD1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1035.degrees latitude (g = 980.6199 gals.).
 GD1035
 GD1035.The modeled gravity was interpolated from observed gravity values.
 GD1035
 GD1035;                    North         East    Units  Estimated Accuracy
 GD1035;SPC TN       -   215,700.      279,990.      MT  (+/- 180 meters Scaled)
 GD1035
 GD1035                          SUPERSEDED SURVEY CONTROL
 GD1035
 GD1035  NGVD 29 (??/??/??)   81.643  (m)          267.86   (f) ADJUSTED    1 1
 GD1035
 GD1035.Superseded values are not recommended for survey control.
 GD1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1035.See file dsdata.txt to determine how the superseded data were derived.
 GD1035
 GD1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF698119(NAD 83)
 GD1035_MARKER: DB = BENCH MARK DISK
 GD1035_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1035+WITH SETTING: INTO GROUND
 GD1035_SP_SET: METAL ROD WITH BASE PLATE
 GD1035_STAMPING: C 251 1976
 GD1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1035+STABILITY: SURFACE MOTION
 GD1035
 GD1035  HISTORY     - Date     Condition        Report By
 GD1035  HISTORY     - 1976     MONUMENTED       NGS
 GD1035  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD1035
 GD1035                          STATION DESCRIPTION
 GD1035
 GD1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1035'5.6 MI SW FROM RIDGLEY.
 GD1035'1.5 MILE SOUTHWEST ALONG A BLACKTOP ROAD FROM THE ILLINOIS
 GD1035'CENTRAL RAILROAD STATION AT RIDGELY, THENCE SOUTH ON COUNTY ROAD
 GD1035'8157 FOR 0.6 MILE, THENCE SOUTH 2.8 MILE ON COUNTY ROAD 8151,
 GD1035'THENCE WEST 1.0 MILE ON STATE HIGHWAY 79, 3.0 FEET SOUTH OF A
 GD1035'POWERLINE POLE, 42.6 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 GD1035'AND ABOUT 0.05 MILE EAST OF A WOODEN BRIDGE.
 GD1035
 GD1035                          STATION RECOVERY (2002)
 GD1035
 GD1035'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1035'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0459 ***********************************************************************
 FC0459  DESIGNATION -  C 256
 FC0459  PID         -  FC0459
 FC0459  STATE/COUNTY-  TN/BRADLEY
 FC0459  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0459
 FC0459                         *CURRENT SURVEY CONTROL
 FC0459  ___________________________________________________________________
 FC0459* NAD 83(1986)-  35 08 04.     (N)    084 53 05.     (W)     SCALED    
 FC0459* NAVD 88     -       269.312  (meters)     883.57   (feet)  ADJUSTED  
 FC0459  ___________________________________________________________________
 FC0459  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0459  DYNAMIC HT  -         269.045 (meters)     882.69  (feet)  COMP
 FC0459  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 FC0459
 FC0459  VERT ORDER  -  FIRST     CLASS I
 FC0459
 FC0459.The horizontal coordinates were scaled from a topographic map and have
 FC0459.an estimated accuracy of +/- 6 seconds.
 FC0459
 FC0459.The orthometric height was determined by differential leveling
 FC0459.and adjusted by the National Geodetic Survey in June 1991..
 FC0459
 FC0459.The geoid height was determined by GEOID03.
 FC0459
 FC0459.The dynamic height is computed by dividing the NAVD 88
 FC0459.geopotential number by the normal gravity value computed on the
 FC0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0459.degrees latitude (g = 980.6199 gals.).
 FC0459
 FC0459.The modeled gravity was interpolated from observed gravity values.
 FC0459
 FC0459;                    North         East    Units  Estimated Accuracy
 FC0459;SPC TN       -    89,460.      701,650.      MT  (+/- 180 meters Scaled)
 FC0459
 FC0459                          SUPERSEDED SURVEY CONTROL
 FC0459
 FC0459  NGVD 29 (??/??/92)  269.317  (m)          883.58   (f) ADJ UNCH    1 1
 FC0459
 FC0459.Superseded values are not recommended for survey control.
 FC0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0459.See file dsdata.txt to determine how the superseded data were derived.
 FC0459
 FC0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD927900(NAD 83)
 FC0459_MARKER: DB = BENCH MARK DISK
 FC0459_SETTING: 80 = SET IN A BOULDER
 FC0459_STAMPING: C 256 1968
 FC0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0459+STABILITY: SURFACE MOTION
 FC0459
 FC0459  HISTORY     - Date     Condition        Report By
 FC0459  HISTORY     - 1968     MONUMENTED       CGS
 FC0459
 FC0459                          STATION DESCRIPTION
 FC0459
 FC0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0459'1.6 MI SW FROM CLEVELAND.
 FC0459'ABOUT 1.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0459'STATION AT CLEVELAND, ABOUT 0.5 MILE NORTHEAST OF MILEPOST 2,
 FC0459'ABOUT 45 YARDS NORTHEAST OF THE JUNCTION OF A SPUR TRACK LEADING
 FC0459'SOUTH TO A LARGE ONE STORY BRICK BUILDING, SET IN THE TOP AND
 FC0459'ABOUT THE CENTER OF A ROCK THAT IS ABOUT 10 FEET LONG AND 4 FEET
 FC0459'HIGH THAT IS PART OF A LONG LOW CUT, 12 FEET SOUTHEAST OF THE
 FC0459'SOUTHEAST RAIL AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0412 ***********************************************************************
 FC0412  DESIGNATION -  C 257
 FC0412  PID         -  FC0412
 FC0412  STATE/COUNTY-  TN/MCMINN
 FC0412  USGS QUAD   -  CALHOUN (1980)
 FC0412
 FC0412                         *CURRENT SURVEY CONTROL
 FC0412  ___________________________________________________________________
 FC0412* NAD 83(1986)-  35 17 47.     (N)    084 44 57.     (W)     SCALED    
 FC0412* NAVD 88     -       220.961  (meters)     724.94   (feet)  ADJUSTED  
 FC0412  ___________________________________________________________________
 FC0412  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0412  DYNAMIC HT  -         220.744 (meters)     724.22  (feet)  COMP
 FC0412  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FC0412
 FC0412  VERT ORDER  -  FIRST     CLASS I
 FC0412
 FC0412.The horizontal coordinates were scaled from a topographic map and have
 FC0412.an estimated accuracy of +/- 6 seconds.
 FC0412
 FC0412.The orthometric height was determined by differential leveling
 FC0412.and adjusted by the National Geodetic Survey in June 1991..
 FC0412
 FC0412.The geoid height was determined by GEOID03.
 FC0412
 FC0412.The dynamic height is computed by dividing the NAVD 88
 FC0412.geopotential number by the normal gravity value computed on the
 FC0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0412.degrees latitude (g = 980.6199 gals.).
 FC0412
 FC0412.The modeled gravity was interpolated from observed gravity values.
 FC0412
 FC0412;                    North         East    Units  Estimated Accuracy
 FC0412;SPC TN       -   107,580.      713,770.      MT  (+/- 180 meters Scaled)
 FC0412
 FC0412                          SUPERSEDED SURVEY CONTROL
 FC0412
 FC0412  NGVD 29 (??/??/92)  220.997  (m)          725.05   (f) ADJ UNCH    1 1
 FC0412
 FC0412.Superseded values are not recommended for survey control.
 FC0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0412.See file dsdata.txt to determine how the superseded data were derived.
 FC0412
 FC0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE046082(NAD 83)
 FC0412_MARKER: DB = BENCH MARK DISK
 FC0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0412_SP_SET: BRIDGE
 FC0412_STAMPING: C 257 1968
 FC0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0412
 FC0412  HISTORY     - Date     Condition        Report By
 FC0412  HISTORY     - 1968     MONUMENTED       CGS
 FC0412
 FC0412                          STATION DESCRIPTION
 FC0412
 FC0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0412'AT CALHOUN.
 FC0412'AT CALHOUN, ABOUT 0.6 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY
 FC0412'FROM THE NORTHEAST END OF THE RAILWAY BRIDGE OVER HIWASSEE RIVER,
 FC0412'ABOUT 32 YARDS SOUTH OF AND ACROSS THE TRACK FROM MILEPOST 200,
 FC0412'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT
 FC0412'OF THE RAILWAY OVERPASS OVER BOWATER ROAD, 8 FEET SOUTHEAST OF
 FC0412'THE SOUTHEAST RAIL OF THE MAIN TRACK, 0.4 FOOT NORTHWEST OF THE
 FC0412'SOUTHEAST END OF THE ABUTMENT AND ABOUT 1/2 FOOT BELOW THE LEVEL
 FC0412'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0390 ***********************************************************************
 FC0390  DESIGNATION -  C 258
 FC0390  PID         -  FC0390
 FC0390  STATE/COUNTY-  TN/BRADLEY
 FC0390  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0390
 FC0390                         *CURRENT SURVEY CONTROL
 FC0390  ___________________________________________________________________
 FC0390* NAD 83(1986)-  35 12 40.     (N)    084 48 10.     (W)     SCALED    
 FC0390* NAVD 88     -       243.646  (meters)     799.36   (feet)  ADJUSTED  
 FC0390  ___________________________________________________________________
 FC0390  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0390  DYNAMIC HT  -         243.407 (meters)     798.58  (feet)  COMP
 FC0390  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 FC0390
 FC0390  VERT ORDER  -  FIRST     CLASS I
 FC0390
 FC0390.The horizontal coordinates were scaled from a topographic map and have
 FC0390.an estimated accuracy of +/- 6 seconds.
 FC0390
 FC0390.The orthometric height was determined by differential leveling
 FC0390.and adjusted by the National Geodetic Survey in June 1991..
 FC0390
 FC0390.The geoid height was determined by GEOID03.
 FC0390
 FC0390.The dynamic height is computed by dividing the NAVD 88
 FC0390.geopotential number by the normal gravity value computed on the
 FC0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0390.degrees latitude (g = 980.6199 gals.).
 FC0390
 FC0390.The modeled gravity was interpolated from observed gravity values.
 FC0390
 FC0390;                    North         East    Units  Estimated Accuracy
 FC0390;SPC TN       -    98,060.      709,010.      MT  (+/- 180 meters Scaled)
 FC0390
 FC0390                          SUPERSEDED SURVEY CONTROL
 FC0390
 FC0390  NGVD 29 (??/??/92)  243.670  (m)          799.44   (f) ADJ UNCH    1 1
 FC0390
 FC0390.Superseded values are not recommended for survey control.
 FC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0390.See file dsdata.txt to determine how the superseded data were derived.
 FC0390
 FC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD000986(NAD 83)
 FC0390_MARKER: DB = BENCH MARK DISK
 FC0390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0390_SP_SET: 12 FEET
 FC0390_STAMPING: C 258 1968
 FC0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0390
 FC0390  HISTORY     - Date     Condition        Report By
 FC0390  HISTORY     - 1968     MONUMENTED       CGS
 FC0390  HISTORY     - 1983     GOOD             USPSQD
 FC0390
 FC0390                          STATION DESCRIPTION
 FC0390
 FC0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0390'6 MI NE FROM CLEVELAND.
 FC0390'ABOUT 6.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 FC0390'THE STATION AT CLEVELAND, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 207,
 FC0390'50 FEET EAST OF THE CENTER OF THE CROSSING OF TASSO ROAD IN THE
 FC0390'SMALL VILLAGE OF TASSO, 24.9 FEET SOUTHEAST OF THE SOUTHEAST
 FC0390'RAIL, 40 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FC0390'13 1/2 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET NORTHWEST OF A
 FC0390'RIGHT-OF-WAY FENCE, 0.6 FOOT NORTH OF A METAL WITNESS POST,
 FC0390'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE
 FC0390'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE
 FC0390'LEVEL OF THE GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH
 FC0390'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 FC0390'DRIVEN TO REFUSAL AT A DEPTH OF 12 1/2 FEET.
 FC0390
 FC0390                          STATION RECOVERY (1983)
 FC0390
 FC0390'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0024 ***********************************************************************
 FC0024  DESIGNATION -  C 259
 FC0024  PID         -  FC0024
 FC0024  STATE/COUNTY-  TN/MONROE
 FC0024  USGS QUAD   -  PHILADELPHIA (1974)
 FC0024
 FC0024                         *CURRENT SURVEY CONTROL
 FC0024  ___________________________________________________________________
 FC0024* NAD 83(1986)-  35 38 58.     (N)    084 25 28.     (W)     SCALED    
 FC0024* NAVD 88     -       267.026  (meters)     876.07   (feet)  ADJUSTED  
 FC0024  ___________________________________________________________________
 FC0024  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0024  DYNAMIC HT  -         266.769 (meters)     875.22  (feet)  COMP
 FC0024  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 FC0024
 FC0024  VERT ORDER  -  FIRST     CLASS I
 FC0024
 FC0024.The horizontal coordinates were scaled from a topographic map and have
 FC0024.an estimated accuracy of +/- 6 seconds.
 FC0024
 FC0024.The orthometric height was determined by differential leveling
 FC0024.and adjusted by the National Geodetic Survey in June 1991..
 FC0024
 FC0024.The geoid height was determined by GEOID03.
 FC0024
 FC0024.The dynamic height is computed by dividing the NAVD 88
 FC0024.geopotential number by the normal gravity value computed on the
 FC0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0024.degrees latitude (g = 980.6199 gals.).
 FC0024
 FC0024.The modeled gravity was interpolated from observed gravity values.
 FC0024
 FC0024;                    North         East    Units  Estimated Accuracy
 FC0024;SPC TN       -   147,170.      742,670.      MT  (+/- 180 meters Scaled)
 FC0024
 FC0024                          SUPERSEDED SURVEY CONTROL
 FC0024
 FC0024  NGVD 29 (??/??/92)  267.107  (m)          876.33   (f) ADJ UNCH    1 1
 FC0024
 FC0024.Superseded values are not recommended for survey control.
 FC0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0024.See file dsdata.txt to determine how the superseded data were derived.
 FC0024
 FC0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE331481(NAD 83)
 FC0024_MARKER: DB = BENCH MARK DISK
 FC0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0024_SP_SET: CULVERT
 FC0024_STAMPING: C 259 1968
 FC0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0024
 FC0024  HISTORY     - Date     Condition        Report By
 FC0024  HISTORY     - 1968     MONUMENTED       CGS
 FC0024
 FC0024                          STATION DESCRIPTION
 FC0024
 FC0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0024'2.4 MI SW FROM PHILADELPHIA.
 FC0024'ABOUT 2.35 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM
 FC0024'THE FIRST BAPTIST CHURCH AT PHILADELPHIA, ABOUT 0.25 MILE
 FC0024'NORTHEAST OF MILEPOST 168, ABOUT 150 YARDS EAST OF AND ACROSS
 FC0024'THE TRACK FROM THE OLD SWEETWATER BAPTIST CHURCH, SET IN THE TOP
 FC0024'OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL FOR A 10-FOOT
 FC0024'CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 11, 21 FEET SOUTHEAST OF
 FC0024'THE SOUTHEAST RAIL, 22 1/2 FEET NORTHWEST OF THE CENTER LINE
 FC0024'OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEAD
 FC0024'WALL, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 3 FEET BELOW THE
 FC0024'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0090 ***********************************************************************
 FC0090  DESIGNATION -  C 260
 FC0090  PID         -  FC0090
 FC0090  STATE/COUNTY-  TN/KNOX
 FC0090  USGS QUAD   -  CONCORD (1984)
 FC0090
 FC0090                         *CURRENT SURVEY CONTROL
 FC0090  ___________________________________________________________________
 FC0090* NAD 83(1986)-  35 51 41.     (N)    084 08 32.     (W)     SCALED    
 FC0090* NAVD 88     -       251.580  (meters)     825.39   (feet)  ADJUSTED  
 FC0090  ___________________________________________________________________
 FC0090  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0090  DYNAMIC HT  -         251.344 (meters)     824.62  (feet)  COMP
 FC0090  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 FC0090
 FC0090  VERT ORDER  -  FIRST     CLASS I
 FC0090
 FC0090.The horizontal coordinates were scaled from a topographic map and have
 FC0090.an estimated accuracy of +/- 6 seconds.
 FC0090
 FC0090.The orthometric height was determined by differential leveling
 FC0090.and adjusted by the National Geodetic Survey in June 1991..
 FC0090
 FC0090.The geoid height was determined by GEOID03.
 FC0090
 FC0090.The dynamic height is computed by dividing the NAVD 88
 FC0090.geopotential number by the normal gravity value computed on the
 FC0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0090.degrees latitude (g = 980.6199 gals.).
 FC0090
 FC0090.The modeled gravity was interpolated from observed gravity values.
 FC0090
 FC0090;                    North         East    Units  Estimated Accuracy
 FC0090;SPC TN       -   171,130.      767,780.      MT  (+/- 180 meters Scaled)
 FC0090
 FC0090                          SUPERSEDED SURVEY CONTROL
 FC0090
 FC0090  NGVD 29 (??/??/92)  251.705  (m)          825.80   (f) ADJ UNCH    1 1
 FC0090
 FC0090.Superseded values are not recommended for survey control.
 FC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0090.See file dsdata.txt to determine how the superseded data were derived.
 FC0090
 FC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE580723(NAD 83)
 FC0090_MARKER: DB = BENCH MARK DISK
 FC0090_SETTING: 66 = SET IN ROCK OUTCROP
 FC0090_SP_SET: ROCK CUT
 FC0090_STAMPING: C 260 1968
 FC0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0090+STABILITY: POSITION/ELEVATION WELL
 FC0090
 FC0090  HISTORY     - Date     Condition        Report By
 FC0090  HISTORY     - 1968     MONUMENTED       CGS
 FC0090
 FC0090                          STATION DESCRIPTION
 FC0090
 FC0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0090'AT CONCORD.
 FC0090'AT CONCORD, ABOUT 0.4 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0090'FROM THE POST OFFICE, ABOUT 80 YARDS SOUTHWEST OF THE CENTER
 FC0090'OF THE CONCORD ROAD OVERPASS OVER THE TRACK, SET IN THE TOP OF
 FC0090'THE SOUTHEAST EDGE AND DIRECTLY ABOVE THE ONLY VERTICAL PORTION
 FC0090'OF A ROCK THAT IS ABOUT 40 YARDS LONG BY 12 FEET HIGH AND IS PART
 FC0090'OF A LOW CUT (THE ROCK FORMS MOST OF THE CUT), 15.9 FEET NORTHWEST
 FC0090'OF THE NORTHWEST RAIL AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 FC0090'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0396 ***********************************************************************
 FF0396  DESIGNATION -  C 261
 FF0396  PID         -  FF0396
 FF0396  STATE/COUNTY-  TN/SHELBY
 FF0396  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0396
 FF0396                         *CURRENT SURVEY CONTROL
 FF0396  ___________________________________________________________________
 FF0396* NAD 83(1986)-  35 04 07.     (N)    090 03 31.     (W)     SCALED    
 FF0396* NAVD 88     -        72.624  (meters)     238.27   (feet)  ADJUSTED  
 FF0396  ___________________________________________________________________
 FF0396  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0396  DYNAMIC HT  -          72.557 (meters)     238.05  (feet)  COMP
 FF0396  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FF0396
 FF0396  VERT ORDER  -  FIRST     CLASS I
 FF0396
 FF0396.The horizontal coordinates were scaled from a topographic map and have
 FF0396.an estimated accuracy of +/- 6 seconds.
 FF0396
 FF0396.The orthometric height was determined by differential leveling
 FF0396.and adjusted by the National Geodetic Survey in June 1991..
 FF0396
 FF0396.The geoid height was determined by GEOID03.
 FF0396
 FF0396.The dynamic height is computed by dividing the NAVD 88
 FF0396.geopotential number by the normal gravity value computed on the
 FF0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0396.degrees latitude (g = 980.6199 gals.).
 FF0396
 FF0396.The modeled gravity was interpolated from observed gravity values.
 FF0396
 FF0396;                    North         East    Units  Estimated Accuracy
 FF0396;SPC TN       -    89,260.      229,900.      MT  (+/- 180 meters Scaled)
 FF0396
 FF0396                          SUPERSEDED SURVEY CONTROL
 FF0396
 FF0396  NGVD 29 (??/??/??)   72.596  (m)          238.18   (f) ADJUSTED    1 1
 FF0396
 FF0396.Superseded values are not recommended for survey control.
 FF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0396.See file dsdata.txt to determine how the superseded data were derived.
 FF0396
 FF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU682846(NAD 83)
 FF0396_MARKER: DV = VERTICAL CONTROL DISK
 FF0396_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FF0396+WITH SETTING: PAVEMENT
 FF0396_SP_SET: FOOTING
 FF0396_STAMPING: C 261 1974
 FF0396_MARK LOGO: NGS   
 FF0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0396+STABILITY: SURFACE MOTION
 FF0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0396+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0396
 FF0396  HISTORY     - Date     Condition        Report By
 FF0396  HISTORY     - 1974     MONUMENTED       NGS
 FF0396  HISTORY     - 1976     GOOD             NGS
 FF0396  HISTORY     - 19911112 GOOD             NGS
 FF0396  HISTORY     - 19940801 GOOD             TN1620
 FF0396  HISTORY     - 20021028 GOOD             USACE
 FF0396
 FF0396                          STATION DESCRIPTION
 FF0396
 FF0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0396'0.8 MI S FROM MEMPHIS.
 FF0396'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 61 (SOUTH THIRD STREET)
 FF0396'FROM INTERSTATE 55 UNDERPASS IN MEMPHIS, 0.15 MILE NORTH OF THE
 FF0396'INTERSECTION WITH PEEBLES ROAD, 69 FEET WEST OF THE CENTER LINE
 FF0396'OF THE HIGHWAY, 86 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FF0396'BRICK PILLAR OF VICKERS SERVICE STATION, 37 FEET NORTHEAST OF
 FF0396'THE NORTHEAST CORNER OF A NEW BRICK BUILDING (LIQUOR STORE), SET
 FF0396'IN THE TOP OF THE EAST SIDE OF CONCRETE FOUNDATION OF A 16-INCH
 FF0396'IRON PIPE SUPPORTING VICKERS SIGN, 5-INCHES BELOW LEVEL OF THE
 FF0396'GROUND, 3-INCHES EAST OF PIPE AND 1 FOOT ABOVE LEVEL OF THE
 FF0396'HIGHWAY.
 FF0396
 FF0396                          STATION RECOVERY (1976)
 FF0396
 FF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0396'RECOVERED IN GOOD CONDITION.
 FF0396
 FF0396                          STATION RECOVERY (1991)
 FF0396
 FF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0396'1.3 KM (0.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 FF0396'INTERSTATE HIGHWAY 55 IN MEMPHIS, NEAR THE EAST EDGE OF A CONCRETE
 FF0396'FOOTING FOR A SIGN (VICKERS V MART), 26.1 M (85.6 FT) SOUTHEAST OF
 FF0396'THE SOUTHEAST CORNER OF THE MART, 13.7 M (44.9 FT) WEST OF THE CENTER
 FF0396'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 9.8 M (32.2 FT)
 FF0396'EAST-NORTHEAST OF THE NORTHEAST CORNER OF VICKERS LIQUOR STORE, 0.5 M
 FF0396'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) EAST OF A
 FF0396'16-INCH PIPE SUPPORTING THE SIGN, AND THE FOOTING IS RECESSED 0.1 M
 FF0396'(0.3 FT) BELOW THE GROUND SURFACE.
 FF0396
 FF0396                          STATION RECOVERY (1994)
 FF0396
 FF0396'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0396'RECOVERED IN GOOD CONDITION.
 FF0396
 FF0396                          STATION RECOVERY (2002)
 FF0396
 FF0396'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1367 ***********************************************************************
 FE1367  DESIGNATION -  C 262
 FE1367  PID         -  FE1367
 FE1367  STATE/COUNTY-  TN/TIPTON
 FE1367  USGS QUAD   -  MUNFORD (1983)
 FE1367
 FE1367                         *CURRENT SURVEY CONTROL
 FE1367  ___________________________________________________________________
 FE1367* NAD 83(1986)-  35 24 37.     (N)    089 49 59.     (W)     SCALED    
 FE1367* NAVD 88     -       105.798  (meters)     347.11   (feet)  ADJUSTED  
 FE1367  ___________________________________________________________________
 FE1367  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1367  DYNAMIC HT  -         105.706 (meters)     346.80  (feet)  COMP
 FE1367  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 FE1367
 FE1367  VERT ORDER  -  FIRST     CLASS I
 FE1367
 FE1367.The horizontal coordinates were scaled from a topographic map and have
 FE1367.an estimated accuracy of +/- 6 seconds.
 FE1367
 FE1367.The orthometric height was determined by differential leveling
 FE1367.and adjusted by the National Geodetic Survey in June 1991..
 FE1367
 FE1367.The geoid height was determined by GEOID03.
 FE1367
 FE1367.The dynamic height is computed by dividing the NAVD 88
 FE1367.geopotential number by the normal gravity value computed on the
 FE1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1367.degrees latitude (g = 980.6199 gals.).
 FE1367
 FE1367.The modeled gravity was interpolated from observed gravity values.
 FE1367
 FE1367;                    North         East    Units  Estimated Accuracy
 FE1367;SPC TN       -   126,300.      251,940.      MT  (+/- 180 meters Scaled)
 FE1367
 FE1367                          SUPERSEDED SURVEY CONTROL
 FE1367
 FE1367  NGVD 29 (??/??/??)  105.769  (m)          347.01   (f) ADJUSTED    1 1
 FE1367
 FE1367.Superseded values are not recommended for survey control.
 FE1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1367.See file dsdata.txt to determine how the superseded data were derived.
 FE1367
 FE1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE427222(NAD 83)
 FE1367_MARKER: DV = VERTICAL CONTROL DISK
 FE1367_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE1367_SP_SET: WINGWALL
 FE1367_STAMPING: C 262 1974
 FE1367_MARK LOGO: NGS   
 FE1367_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1367+STABILITY: SURFACE MOTION
 FE1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1367+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1367
 FE1367  HISTORY     - Date     Condition        Report By
 FE1367  HISTORY     - 1974     MONUMENTED       NGS
 FE1367  HISTORY     - 19920115 GOOD             NGS
 FE1367  HISTORY     - 20021003 GOOD             USACE
 FE1367
 FE1367                          STATION DESCRIPTION
 FE1367
 FE1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1367'3.4 MI SW FROM CROSSTOWN.
 FE1367'ABOUT 3.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1367'ATOKA-MUNFORD ROAD INTERSECTION AT CROSSTOWN, AT THE MOST NEWLY
 FE1367'ONE OF TWO CONCRETE HIGHWAY BRIDGES OVER BIG CREEK, 19 FEET
 FE1367'SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST LANE OF U.S.
 FE1367'HIGHWAY 51, SET IN TOP OF THE SOUTHEAST LEDGE LIKE FOUNDATION OF
 FE1367'THE SOUTH WINGWALL OF BRIDGE, 1 FOOT ABOVE HIGHWAY.
 FE1367
 FE1367                          STATION RECOVERY (1992)
 FE1367
 FE1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1367'10.6 KM (6.60 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE
 FE1367'JUNCTION OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, IN TOP OF AND
 FE1367'1.0 M (3.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 FE1367'CONCRETE WINGWALL OF THE SOUTHWEST BOUND HIGHWAY BRIDGE SPANNING BIG
 FE1367'CREEK, 5.8 M (19.0 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST
 FE1367'BOUND LANES OF THE HIGHWAY, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 FE1367'HIGHWAY, AND 0.1 M (0.3 FT) SOUTHEAST OF A CONCRETE GUARDRAIL.
 FE1367
 FE1367                          STATION RECOVERY (2002)
 FE1367
 FE1367'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1708 ***********************************************************************
 FE1708  DESIGNATION -  C 263
 FE1708  PID         -  FE1708
 FE1708  STATE/COUNTY-  TN/LAUDERDALE
 FE1708  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1708
 FE1708                         *CURRENT SURVEY CONTROL
 FE1708  ___________________________________________________________________
 FE1708* NAD 83(1986)-  35 40 43.     (N)    089 35 03.     (W)     SCALED    
 FE1708* NAVD 88     -       101.303  (meters)     332.36   (feet)  ADJUSTED  
 FE1708  ___________________________________________________________________
 FE1708  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1708  DYNAMIC HT  -         101.217 (meters)     332.08  (feet)  COMP
 FE1708  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 FE1708
 FE1708  VERT ORDER  -  FIRST     CLASS I
 FE1708
 FE1708.The horizontal coordinates were scaled from a topographic map and have
 FE1708.an estimated accuracy of +/- 6 seconds.
 FE1708
 FE1708.The orthometric height was determined by differential leveling
 FE1708.and adjusted by the National Geodetic Survey in June 1991..
 FE1708
 FE1708.The geoid height was determined by GEOID03.
 FE1708
 FE1708.The dynamic height is computed by dividing the NAVD 88
 FE1708.geopotential number by the normal gravity value computed on the
 FE1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1708.degrees latitude (g = 980.6199 gals.).
 FE1708
 FE1708.The modeled gravity was interpolated from observed gravity values.
 FE1708
 FE1708;                    North         East    Units  Estimated Accuracy
 FE1708;SPC TN       -   155,200.      275,620.      MT  (+/- 180 meters Scaled)
 FE1708
 FE1708                          SUPERSEDED SURVEY CONTROL
 FE1708
 FE1708  NGVD 29 (??/??/??)  101.265  (m)          332.23   (f) ADJUSTED    1 1
 FE1708
 FE1708.Superseded values are not recommended for survey control.
 FE1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1708.See file dsdata.txt to determine how the superseded data were derived.
 FE1708
 FE1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE661513(NAD 83)
 FE1708_MARKER: DB = BENCH MARK DISK
 FE1708_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1708+WITH SETTING: INTO GROUND
 FE1708_STAMPING: C 263 1974
 FE1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1708+STABILITY: SURFACE MOTION
 FE1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1708+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1708
 FE1708  HISTORY     - Date     Condition        Report By
 FE1708  HISTORY     - 1974     MONUMENTED       NGS
 FE1708  HISTORY     - 20020808 GOOD             USACE
 FE1708
 FE1708                          STATION DESCRIPTION
 FE1708
 FE1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1708'0.8 MI W FROM HENNING.
 FE1708'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1708'WITH OLD U.S. HIGHWAY 51 AT HENNING, 177 FEET NORTHWEST OF THE
 FE1708'NORTHWEST CORNER OF THE HENNING PRIMARY SCHOOL BUILDING, 288 FEET
 FE1708'EAST OF THE CENTER LINE OF THE EAST LANE OF NEW U.S. HIGHWAY 51,
 FE1708'63.5 FEET WEST OF THE CENTER LINE OF PAVED DRIVEWAY TO SCHOOL,
 FE1708'56.5 FEET SOUTH OF THE SOUTH CONCRETE CURBING OF STATE HIGHWAY
 FE1708'87, 35.6 FEET WEST-SOUTHWEST OF A POWER POLE BEARING A STREET
 FE1708'LIGHT, 13.7 FEET WEST OF A PIPE POST AT THE EAST END OF A WOVEN
 FE1708'WIRE FENCE, 1.3 FEET NORTH OF THE FENCE, 7 FEET ABOVE THE STATE
 FE1708'HIGHWAY, AND ON TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 FE1708'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 3-INCHES BELOW
 FE1708'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH
 FE1708'THE GROUND.
 FE1708
 FE1708                          STATION RECOVERY (2002)
 FE1708
 FE1708'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1708'HERRING ELEM. SCHOOL IS NOW LAUDERDALE LUMBER AND HARDWARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1861 ***********************************************************************
 FE1861  DESIGNATION -  C 264
 FE1861  PID         -  FE1861
 FE1861  STATE/COUNTY-  TN/LAUDERDALE
 FE1861  USGS QUAD   -  KNOB CREEK (1972)
 FE1861
 FE1861                         *CURRENT SURVEY CONTROL
 FE1861  ___________________________________________________________________
 FE1861* NAD 83(1986)-  35 55 10.     (N)    089 34 27.     (W)     SCALED    
 FE1861* NAVD 88     -        78.504  (meters)     257.56   (feet)  ADJUSTED  
 FE1861  ___________________________________________________________________
 FE1861  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1861  DYNAMIC HT  -          78.437 (meters)     257.34  (feet)  COMP
 FE1861  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 FE1861
 FE1861  VERT ORDER  -  FIRST     CLASS I
 FE1861
 FE1861.The horizontal coordinates were scaled from a topographic map and have
 FE1861.an estimated accuracy of +/- 6 seconds.
 FE1861
 FE1861.The orthometric height was determined by differential leveling
 FE1861.and adjusted by the National Geodetic Survey in June 1991..
 FE1861
 FE1861.The geoid height was determined by GEOID03.
 FE1861
 FE1861.The dynamic height is computed by dividing the NAVD 88
 FE1861.geopotential number by the normal gravity value computed on the
 FE1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1861.degrees latitude (g = 980.6199 gals.).
 FE1861
 FE1861.The modeled gravity was interpolated from observed gravity values.
 FE1861
 FE1861;                    North         East    Units  Estimated Accuracy
 FE1861;SPC TN       -   181,870.      277,500.      MT  (+/- 180 meters Scaled)
 FE1861
 FE1861                          SUPERSEDED SURVEY CONTROL
 FE1861
 FE1861  NGVD 29 (??/??/??)   78.458  (m)          257.41   (f) ADJUSTED    1 1
 FE1861
 FE1861.Superseded values are not recommended for survey control.
 FE1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1861.See file dsdata.txt to determine how the superseded data were derived.
 FE1861
 FE1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE677780(NAD 83)
 FE1861_MARKER: DB = BENCH MARK DISK
 FE1861_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1861+WITH SETTING: INTO GROUND
 FE1861_STAMPING: C 264 1974
 FE1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1861+STABILITY: SURFACE MOTION
 FE1861
 FE1861  HISTORY     - Date     Condition        Report By
 FE1861  HISTORY     - 1974     MONUMENTED       NGS
 FE1861  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1861
 FE1861                          STATION DESCRIPTION
 FE1861
 FE1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1861'10.8 MI W FROM HALLS.
 FE1861'ABOUT 10.80 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1861'BAPTIST CHURCH AT HALLS, ABOUT 2.95 MILES EAST OF THE ABANDONED
 FE1861'HALES POINT BAPTIST CHURCH (ON STILTS), 40.7 FEET NORTH-NORTHWEST
 FE1861'OF THE NORTHWEST CORNER OF AN ABANDONED HOUSE ON STILTS, 29
 FE1861'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.4 FEET EAST OF
 FE1861'POWER POLE WITH TRANSFORMER AND GUY WIRE AND A POWER LINE
 FE1861'CROSSING, 26.4 FEET NORTH OF GUY WIRE FOR POWER POLE, 3.5 FEET
 FE1861'BELOW LEVEL OF THE HIGHWAY AND ON TOP OF A 4-FOOT COPPER COATED
 FE1861'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 FE1861'0.2 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 FE1861'THAT IS FLUSH WITH THE GROUND.
 FE1861
 FE1861                          STATION RECOVERY (2002)
 FE1861
 FE1861'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1132 ***********************************************************************
 GD1132  DESIGNATION -  C 265
 GD1132  PID         -  GD1132
 GD1132  STATE/COUNTY-  TN/DYER
 GD1132  USGS QUAD   -  MISTON (1983)
 GD1132
 GD1132                         *CURRENT SURVEY CONTROL
 GD1132  ___________________________________________________________________
 GD1132* NAD 83(1986)-  36 11 14.     (N)    089 27 03.     (W)     SCALED    
 GD1132* NAVD 88     -        83.602  (meters)     274.28   (feet)  ADJUSTED  
 GD1132  ___________________________________________________________________
 GD1132  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1132  DYNAMIC HT  -          83.533 (meters)     274.06  (feet)  COMP
 GD1132  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GD1132
 GD1132  VERT ORDER  -  FIRST     CLASS I
 GD1132
 GD1132.The horizontal coordinates were scaled from a topographic map and have
 GD1132.an estimated accuracy of +/- 6 seconds.
 GD1132
 GD1132.The orthometric height was determined by differential leveling
 GD1132.and adjusted by the National Geodetic Survey in June 1991..
 GD1132
 GD1132.The geoid height was determined by GEOID03.
 GD1132
 GD1132.The dynamic height is computed by dividing the NAVD 88
 GD1132.geopotential number by the normal gravity value computed on the
 GD1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1132.degrees latitude (g = 980.6199 gals.).
 GD1132
 GD1132.The modeled gravity was interpolated from observed gravity values.
 GD1132
 GD1132;                    North         East    Units  Estimated Accuracy
 GD1132;SPC TN       -   211,160.      289,670.      MT  (+/- 180 meters Scaled)
 GD1132
 GD1132                          SUPERSEDED SURVEY CONTROL
 GD1132
 GD1132  NGVD 29 (??/??/??)   83.526  (m)          274.03   (f) ADJUSTED    1 1
 GD1132
 GD1132.Superseded values are not recommended for survey control.
 GD1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1132.See file dsdata.txt to determine how the superseded data were derived.
 GD1132
 GD1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF796074(NAD 83)
 GD1132_MARKER: DB = BENCH MARK DISK
 GD1132_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1132+WITH SETTING: INTO GROUND
 GD1132_STAMPING: C 265 1974
 GD1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1132+STABILITY: SURFACE MOTION
 GD1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1132+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD1132
 GD1132  HISTORY     - Date     Condition        Report By
 GD1132  HISTORY     - 1974     MONUMENTED       NGS
 GD1132  HISTORY     - 20020802 GOOD             USACE
 GD1132
 GD1132                          STATION DESCRIPTION
 GD1132
 GD1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1132'2.05 MI NW FROM BOGOTA.
 GD1132'ABOUT 2.05 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1132'WITH STATE HIGHWAY 103 AT BOGOTA, AT A POWER LINE CROSSING, 70 FEET
 GD1132'SOUTHEAST OF THE NORTHWEST FENCE CORNER, 41.5 FEET NORTHEAST OF THE
 GD1132'CENTER LINE OF THE HIGHWAY, 1.8 FEET SOUTHWEST OF FENCE LINE, 2.3 FEET
 GD1132'NORTHWEST OF A POWER POLE WITH WITNESS SIGN, 2 FEET BELOW LEVEL OF THE
 GD1132'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 GD1132'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT BELOW GROUND AND
 GD1132'PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 GD1132
 GD1132                          STATION RECOVERY (2002)
 GD1132
 GD1132'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1132'MARK IS 67 FT SE OF A 12 INCH LOCUST TREE AND CARSONTIE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1628 ***********************************************************************
 GC1628  DESIGNATION -  C 27
 GC1628  PID         -  GC1628
 GC1628  STATE/COUNTY-  TN/HUMPHREYS
 GC1628  USGS QUAD   -  WAVERLY (1987)
 GC1628
 GC1628                         *CURRENT SURVEY CONTROL
 GC1628  ___________________________________________________________________
 GC1628* NAD 83(1986)-  36 00 38.     (N)    087 46 39.     (W)     SCALED    
 GC1628* NAVD 88     -       195.174  (meters)     640.33   (feet)  ADJUSTED  
 GC1628  ___________________________________________________________________
 GC1628  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1628  DYNAMIC HT  -         195.005 (meters)     639.78  (feet)  COMP
 GC1628  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GC1628
 GC1628  VERT ORDER  -  SECOND    CLASS 0
 GC1628
 GC1628.The horizontal coordinates were scaled from a topographic map and have
 GC1628.an estimated accuracy of +/- 6 seconds.
 GC1628
 GC1628.The orthometric height was determined by differential leveling
 GC1628.and adjusted by the National Geodetic Survey in June 1991..
 GC1628
 GC1628.The geoid height was determined by GEOID03.
 GC1628
 GC1628.The dynamic height is computed by dividing the NAVD 88
 GC1628.geopotential number by the normal gravity value computed on the
 GC1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1628.degrees latitude (g = 980.6199 gals.).
 GC1628
 GC1628.The modeled gravity was interpolated from observed gravity values.
 GC1628
 GC1628;                    North         East    Units  Estimated Accuracy
 GC1628;SPC TN       -   187,540.      439,770.      MT  (+/- 180 meters Scaled)
 GC1628
 GC1628                          SUPERSEDED SURVEY CONTROL
 GC1628
 GC1628  NGVD 29 (??/??/92)  195.204  (m)          640.43   (f) ADJ UNCH    2 0
 GC1628
 GC1628.Superseded values are not recommended for survey control.
 GC1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1628.See file dsdata.txt to determine how the superseded data were derived.
 GC1628
 GC1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE299853(NAD 83)
 GC1628_MARKER: DB = BENCH MARK DISK
 GC1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1628_STAMPING: C 27 1934
 GC1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1628+STABILITY: SURFACE MOTION
 GC1628
 GC1628  HISTORY     - Date     Condition        Report By
 GC1628  HISTORY     - 1934     MONUMENTED       CGS
 GC1628  HISTORY     - 1972     GOOD             TVA
 GC1628
 GC1628                          STATION DESCRIPTION
 GC1628
 GC1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1628'5.7 MI S FROM WAVERLY.
 GC1628'5.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 GC1628'COUNTY, ON THE TOP OF A HILL, AND 30 FEET WEST OF THE CENTERLINE
 GC1628'OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 27 1934 AND SET IN
 GC1628'THE TOP OF A CONCRETE POST.  NOTE-- 6.7 FT N TO 4 IN HICKORY.
 GC1628'10.2 FT S TO 4 IN HICKORY.  19.0 W TO 4 IN HICKORY.  STEEL POST
 GC1628'AND SURVEY MARKER SIGN SET AT MONUMENT.
 GC1628
 GC1628                          STATION RECOVERY (1972)
 GC1628
 GC1628'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1349 ***********************************************************************
 GC1349  DESIGNATION -  C 28
 GC1349  PID         -  GC1349
 GC1349  STATE/COUNTY-  TN/DICKSON
 GC1349  USGS QUAD   -  BURNS (1986)
 GC1349
 GC1349                         *CURRENT SURVEY CONTROL
 GC1349  ___________________________________________________________________
 GC1349* NAD 83(1986)-  36 03 19.     (N)    087 18 53.     (W)     SCALED    
 GC1349* NAVD 88     -       241.945  (meters)     793.78   (feet)  ADJUSTED  
 GC1349  ___________________________________________________________________
 GC1349  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1349  DYNAMIC HT  -         241.732 (meters)     793.08  (feet)  COMP
 GC1349  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 GC1349
 GC1349  VERT ORDER  -  FIRST     CLASS II
 GC1349
 GC1349.The horizontal coordinates were scaled from a topographic map and have
 GC1349.an estimated accuracy of +/- 6 seconds.
 GC1349
 GC1349.The orthometric height was determined by differential leveling
 GC1349.and adjusted by the National Geodetic Survey in June 1991..
 GC1349
 GC1349.The geoid height was determined by GEOID03.
 GC1349
 GC1349.The dynamic height is computed by dividing the NAVD 88
 GC1349.geopotential number by the normal gravity value computed on the
 GC1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1349.degrees latitude (g = 980.6199 gals.).
 GC1349
 GC1349.The modeled gravity was interpolated from observed gravity values.
 GC1349
 GC1349;                    North         East    Units  Estimated Accuracy
 GC1349;SPC TN       -   191,840.      481,550.      MT  (+/- 180 meters Scaled)
 GC1349
 GC1349                          SUPERSEDED SURVEY CONTROL
 GC1349
 GC1349  NGVD 29 (??/??/92)  241.942  (m)          793.77   (f) ADJ UNCH    1 2
 GC1349
 GC1349.Superseded values are not recommended for survey control.
 GC1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1349.See file dsdata.txt to determine how the superseded data were derived.
 GC1349
 GC1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE716901(NAD 83)
 GC1349_MARKER: DB = BENCH MARK DISK
 GC1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1349_STAMPING: 794.063 C 28 1934
 GC1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1349+STABILITY: SURFACE MOTION
 GC1349
 GC1349  HISTORY     - Date     Condition        Report By
 GC1349  HISTORY     - 1934     MONUMENTED       CGS
 GC1349  HISTORY     - 1948     GOOD             NGS
 GC1349
 GC1349                          STATION DESCRIPTION
 GC1349
 GC1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1349'AT BURNS.
 GC1349'AT BURNS, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC1349'ABOUT 4 RAILS WEST OF THE STATION, 57.5 FEET NORTHWEST OF THE
 GC1349'NORTHWEST RAIL OF THE MAIN TRACK, 91 FEET NORTHEAST OF MILE
 GC1349'POST 37, 15 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL DRIVE
 GC1349'WAY, 36 FEET SOUTHWEST OF THE SOUTH CORNER OF A SECTION HOUSE,
 GC1349'26 FEET WEST OF POLE 36+41, 5 FEET SOUTH OF A TELEPHONE POLE,
 GC1349'1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1349'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0692 ***********************************************************************
 FD0692  DESIGNATION -  C 29
 FD0692  PID         -  FD0692
 FD0692  STATE/COUNTY-  TN/HICKMAN
 FD0692  USGS QUAD   -  CENTERVILLE (1987)
 FD0692
 FD0692                         *CURRENT SURVEY CONTROL
 FD0692  ___________________________________________________________________
 FD0692* NAD 83(1986)-  35 46 43.     (N)    087 28 01.     (W)     SCALED    
 FD0692* NAVD 88     -       193.251  (meters)     634.02   (feet)  ADJUSTED  
 FD0692  ___________________________________________________________________
 FD0692  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0692  DYNAMIC HT  -         193.080 (meters)     633.46  (feet)  COMP
 FD0692  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 FD0692
 FD0692  VERT ORDER  -  SECOND    CLASS 0
 FD0692
 FD0692.The horizontal coordinates were scaled from a topographic map and have
 FD0692.an estimated accuracy of +/- 6 seconds.
 FD0692
 FD0692.The orthometric height was determined by differential leveling
 FD0692.and adjusted by the National Geodetic Survey in June 1991..
 FD0692
 FD0692.The geoid height was determined by GEOID03.
 FD0692
 FD0692.The dynamic height is computed by dividing the NAVD 88
 FD0692.geopotential number by the normal gravity value computed on the
 FD0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0692.degrees latitude (g = 980.6199 gals.).
 FD0692
 FD0692.The modeled gravity was interpolated from observed gravity values.
 FD0692
 FD0692;                    North         East    Units  Estimated Accuracy
 FD0692;SPC TN       -   161,350.      467,380.      MT  (+/- 180 meters Scaled)
 FD0692
 FD0692                          SUPERSEDED SURVEY CONTROL
 FD0692
 FD0692  NGVD 29 (??/??/92)  193.240  (m)          633.99   (f) ADJ UNCH    2 0
 FD0692
 FD0692.Superseded values are not recommended for survey control.
 FD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0692.See file dsdata.txt to determine how the superseded data were derived.
 FD0692
 FD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE577594(NAD 83)
 FD0692_MARKER: DB = BENCH MARK DISK
 FD0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0692_SP_SET: BUILDING
 FD0692_STAMPING: C 29 1934
 FD0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0692
 FD0692  HISTORY     - Date     Condition        Report By
 FD0692  HISTORY     - 1934     MONUMENTED       CGS
 FD0692
 FD0692                          STATION DESCRIPTION
 FD0692
 FD0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0692'AT CENTERVILLE.
 FD0692'AT CENTERVILLE, HICKMAN COUNTY, AT THE COUNTY COURTHOUSE, IN
 FD0692'THE SOUTH BRICK WALL OF THE BUILDING, 1 FOOT EAST OF THE SOUTHWEST
 FD0692'CORNER, 1 FOOT WEST OF THE GUTTER DRAIN PIPE, AND 3 FEET ABOVE
 FD0692'THE GROUND.  A STANDARD DISK, STAMPED C 29 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1609 ***********************************************************************
 FC1609  DESIGNATION -  C 292
 FC1609  PID         -  FC1609
 FC1609  STATE/COUNTY-  TN/BLOUNT
 FC1609  USGS QUAD   -  BINFIELD (1990)
 FC1609
 FC1609                         *CURRENT SURVEY CONTROL
 FC1609  ___________________________________________________________________
 FC1609* NAD 83(1986)-  35 39 06.     (N)    084 03 33.     (W)     SCALED    
 FC1609* NAVD 88     -       300.135  (meters)     984.69   (feet)  ADJUSTED  
 FC1609  ___________________________________________________________________
 FC1609  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC1609  DYNAMIC HT  -         299.849 (meters)     983.75  (feet)  COMP
 FC1609  MODELED GRAV-     979,675.1   (mgal)                       NAVD 88
 FC1609
 FC1609  VERT ORDER  -  FIRST     CLASS II
 FC1609
 FC1609.The horizontal coordinates were scaled from a topographic map and have
 FC1609.an estimated accuracy of +/- 6 seconds.
 FC1609
 FC1609.The orthometric height was determined by differential leveling
 FC1609.and adjusted by the National Geodetic Survey in June 1991..
 FC1609
 FC1609.The geoid height was determined by GEOID03.
 FC1609
 FC1609.The dynamic height is computed by dividing the NAVD 88
 FC1609.geopotential number by the normal gravity value computed on the
 FC1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1609.degrees latitude (g = 980.6199 gals.).
 FC1609
 FC1609.The modeled gravity was interpolated from observed gravity values.
 FC1609
 FC1609;                    North         East    Units  Estimated Accuracy
 FC1609;SPC TN       -   148,010.      775,740.      MT  (+/- 180 meters Scaled)
 FC1609
 FC1609                          SUPERSEDED SURVEY CONTROL
 FC1609
 FC1609  NGVD 29 (12/12/91)  300.252  (m)          985.08   (f) ADJUSTED    1 2
 FC1609
 FC1609.Superseded values are not recommended for survey control.
 FC1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1609.See file dsdata.txt to determine how the superseded data were derived.
 FC1609
 FC1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE662492(NAD 83)
 FC1609_MARKER: DB = BENCH MARK DISK
 FC1609_SETTING: 66 = SET IN ROCK OUTCROP
 FC1609_SP_SET: ROCK OUTCROP
 FC1609_STAMPING: C 292 1983
 FC1609_MARK LOGO: NGS   
 FC1609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1609+STABILITY: POSITION/ELEVATION WELL
 FC1609
 FC1609  HISTORY     - Date     Condition        Report By
 FC1609  HISTORY     - 1983     MONUMENTED       NGS
 FC1609
 FC1609                          STATION DESCRIPTION
 FC1609
 FC1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1609'16.9 KM (10.5 MI) NW FROM TALLASSEE.
 FC1609'16.9 KM (10.5 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST
 FC1609'OFFICE IN TALLASSEE TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END
 FC1609'OF A 5.5 BY 15.0 FT EXPOSED ROCK OUTCROP, 0.08 KM (0.05 MI) SOUTH OF A
 FC1609'2-STORY BRICK HOUSE, 7.71 METERS (25.3 FT) EAST OF THE CENTERLINE OF
 FC1609'THE HIGHWAY, 2.59 METERS (8.5 FT) EAST OF A BARBED WIRE FENCE, 1.98
 FC1609'METERS (6.5 FT) SOUTH-SOUTHWEST OF A 6-INCH CEDAR TREE.
 FC1609'THE MARK IS 2.90 METERS  E FROM A WITNESS POST.
 FC1609'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1619 ***********************************************************************
 FC1619  DESIGNATION -  C 293
 FC1619  PID         -  FC1619
 FC1619  STATE/COUNTY-  TN/MARION
 FC1619  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1619
 FC1619                         *CURRENT SURVEY CONTROL
 FC1619  ___________________________________________________________________
 FC1619* NAD 83(1986)-  35 00 54.     (N)    085 41 30.     (W)     SCALED    
 FC1619* NAVD 88     -       201.101  (meters)     659.78   (feet)  ADJUSTED  
 FC1619  ___________________________________________________________________
 FC1619  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FC1619  DYNAMIC HT  -         200.905 (meters)     659.14  (feet)  COMP
 FC1619  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FC1619
 FC1619  VERT ORDER  -  FIRST     CLASS II
 FC1619
 FC1619.The horizontal coordinates were scaled from a topographic map and have
 FC1619.an estimated accuracy of +/- 6 seconds.
 FC1619
 FC1619.The orthometric height was determined by differential leveling
 FC1619.and adjusted by the National Geodetic Survey in June 1991..
 FC1619
 FC1619.The geoid height was determined by GEOID03.
 FC1619
 FC1619.The dynamic height is computed by dividing the NAVD 88
 FC1619.geopotential number by the normal gravity value computed on the
 FC1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1619.degrees latitude (g = 980.6199 gals.).
 FC1619
 FC1619.The modeled gravity was interpolated from observed gravity values.
 FC1619
 FC1619;                    North         East    Units  Estimated Accuracy
 FC1619;SPC TN       -    75,680.      628,140.      MT  (+/- 180 meters Scaled)
 FC1619
 FC1619                          SUPERSEDED SURVEY CONTROL
 FC1619
 FC1619.No superseded survey control is available for this station.
 FC1619
 FC1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD193754(NAD 83)
 FC1619_MARKER: DB = BENCH MARK DISK
 FC1619_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1619_SP_SET: BRIDGE ABUTMENT
 FC1619_STAMPING: C 293 1983
 FC1619_MARK LOGO: NGS   
 FC1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1619
 FC1619  HISTORY     - Date     Condition        Report By
 FC1619  HISTORY     - 1983     MONUMENTED       NGS
 FC1619
 FC1619                          STATION DESCRIPTION
 FC1619
 FC1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1619'1.9 KM (1.15 MI) EAST FROM SOUTH PITTSBURG.
 FC1619'0.1 KM (0.05 MI) NORTHERLY ALONG ELM AVENUE FROM THE POST OFFICE IN
 FC1619'SOUTH PITTSBURG, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG 3RD STREET,
 FC1619'THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 72 (CEDAR
 FC1619'AVENUE), THENCE 1.0 KM (0.6 MI) EASTERLY ALONG STATE HIGHWAY 156, SET
 FC1619'IN THE LOWER CONCRETE SHELF OF THE SOUTHEAST ABUTMENT OF THE EAST END
 FC1619'OF THE SOUTH SIDE OF A BRIDGE OVER THE TENNESSEE RIVER, 7.56 METERS
 FC1619'(24.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 46.72 METERS
 FC1619'(153.3 FT) NORTHWEST OF A POWERLINE POLE (SLOPE DISTANCE),
 FC1619'36.58 METERS (120.0 FT) EAST-SOUTHEAST OF THE EASTERNMOST PIER ON THE
 FC1619'SOUTH SIDE OF THE BRIDGE (SLOPE DISTANCE), 8.69 METERS (28.5 FT)
 FC1619'NORTH-NORTHWEST OF THE SOUTHWEST EDGE OF THE HEADWALL OF A SMALL
 FC1619'CULVERT (SLOPE DISTANCE), AND 6.22 METERS (20.4 FT) NORTHWEST OF THE
 FC1619'EAST END OF THE ABUTMENT ON THE SOUTH SIDE OF THE BRIDGE (SLOPE
 FC1619'DISTANCE).
 FC1619'THE MARK IS 10.0 METERS  NNW FROM A WITNESS POST.
 FC1619'THE MARK IS 2.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1641 ***********************************************************************
 FC1641  DESIGNATION -  C 294
 FC1641  PID         -  FC1641
 FC1641  STATE/COUNTY-  TN/HAMILTON
 FC1641  USGS QUAD   -  OOLTEWAH (1976)
 FC1641
 FC1641                         *CURRENT SURVEY CONTROL
 FC1641  ___________________________________________________________________
 FC1641* NAD 83(1986)-  35 04 15.     (N)    085 07 05.     (W)     SCALED    
 FC1641* NAVD 88     -       263.868  (meters)     865.71   (feet)  ADJUSTED  
 FC1641  ___________________________________________________________________
 FC1641  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC1641  DYNAMIC HT  -         263.605 (meters)     864.84  (feet)  COMP
 FC1641  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 FC1641
 FC1641  VERT ORDER  -  FIRST     CLASS II
 FC1641
 FC1641.The horizontal coordinates were scaled from a topographic map and have
 FC1641.an estimated accuracy of +/- 6 seconds.
 FC1641
 FC1641.The orthometric height was determined by differential leveling
 FC1641.and adjusted by the National Geodetic Survey in June 1991..
 FC1641
 FC1641.The geoid height was determined by GEOID03.
 FC1641
 FC1641.The dynamic height is computed by dividing the NAVD 88
 FC1641.geopotential number by the normal gravity value computed on the
 FC1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1641.degrees latitude (g = 980.6199 gals.).
 FC1641
 FC1641.The modeled gravity was interpolated from observed gravity values.
 FC1641
 FC1641;                    North         East    Units  Estimated Accuracy
 FC1641;SPC TN       -    82,190.      680,440.      MT  (+/- 180 meters Scaled)
 FC1641
 FC1641                          SUPERSEDED SURVEY CONTROL
 FC1641
 FC1641.No superseded survey control is available for this station.
 FC1641
 FC1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD715825(NAD 83)
 FC1641_MARKER: I = METAL ROD
 FC1641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1641_SP_SET: STAINLESS STEEL ROD
 FC1641_STAMPING: C 294 1983
 FC1641_MARK LOGO: NGS   
 FC1641_PROJECTION: FLUSH
 FC1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1641_ROD/PIPE-DEPTH: 11.9 meters
 FC1641
 FC1641  HISTORY     - Date     Condition        Report By
 FC1641  HISTORY     - 1983     MONUMENTED       NGS
 FC1641
 FC1641                          STATION DESCRIPTION
 FC1641
 FC1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1641'8.4 KM (5.25 MI) NE FROM CHATTANOOGA.
 FC1641'0.2 KM (0.15 MI) WEST ALONG EAST BRAINERD ROAD FROM THE CONCORD
 FC1641'BAPTIST CHURCH LOCATED IN THE NORTHEAST EDGE OF TOWN, THENCE 8.2 KM
 FC1641'(5.1 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 75, JUST NORTHEAST OF
 FC1641'WHERE THE HIGHWAY CROSSES OVER RAILROAD TRACKS, ALSO 1.2 KM (0.75 MI)
 FC1641'NORTHWEST ALONG U.S. HIGHWAY 11 AND 64 FROM THE OOLTEWAH CHURCH OF GOD
 FC1641'IN OOLTEWAH, THENCE 4.7 KM (2.9 MI) SOUTHWESTERLY ALONG INTERSTATE
 FC1641'HIGHWAY 75, 10.30 METERS (33.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 FC1641'OF THE NORTHBOUND LANE OF THE HIGHWAY, 86.56 METERS (284.0 FT) EAST OF
 FC1641'THE SOUTHEAST EDGE OF THE CONCRETE GUARDRAIL IN THE EAST END OF THE
 FC1641'SOUTH SIDE OF THE BRIDGE OVER RAILROAD TRACKS, AND 21.12 METERS
 FC1641'(69.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF HEADWALL OF A SMALL
 FC1641'CULVERT.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1641'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 FC1641'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1607 ***********************************************************************
 FC1607  DESIGNATION -  C 295
 FC1607  PID         -  FC1607
 FC1607  STATE/COUNTY-  TN/BLOUNT
 FC1607  USGS QUAD   -  BINFIELD (1990)
 FC1607
 FC1607                         *CURRENT SURVEY CONTROL
 FC1607  ___________________________________________________________________
 FC1607* NAD 83(1986)-  35 37 44.     (N)    084 04 54.     (W)     SCALED    
 FC1607* NAVD 88     -       277.177  (meters)     909.37   (feet)  ADJUSTED  
 FC1607  ___________________________________________________________________
 FC1607  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC1607  DYNAMIC HT  -         276.913 (meters)     908.51  (feet)  COMP
 FC1607  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 FC1607
 FC1607  VERT ORDER  -  FIRST     CLASS II
 FC1607
 FC1607.The horizontal coordinates were scaled from a topographic map and have
 FC1607.an estimated accuracy of +/- 6 seconds.
 FC1607
 FC1607.The orthometric height was determined by differential leveling
 FC1607.and adjusted by the National Geodetic Survey in June 1991..
 FC1607
 FC1607.The geoid height was determined by GEOID03.
 FC1607
 FC1607.The dynamic height is computed by dividing the NAVD 88
 FC1607.geopotential number by the normal gravity value computed on the
 FC1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1607.degrees latitude (g = 980.6199 gals.).
 FC1607
 FC1607.The modeled gravity was interpolated from observed gravity values.
 FC1607
 FC1607;                    North         East    Units  Estimated Accuracy
 FC1607;SPC TN       -   145,440.      773,750.      MT  (+/- 180 meters Scaled)
 FC1607
 FC1607                          SUPERSEDED SURVEY CONTROL
 FC1607
 FC1607  NGVD 29 (12/12/91)  277.293  (m)          909.75   (f) ADJUSTED    1 2
 FC1607
 FC1607.Superseded values are not recommended for survey control.
 FC1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1607.See file dsdata.txt to determine how the superseded data were derived.
 FC1607
 FC1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE642467(NAD 83)
 FC1607_MARKER: I = METAL ROD
 FC1607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1607_SP_SET: STAINLESS STEEL ROD
 FC1607_STAMPING: C 295 1983
 FC1607_MARK LOGO: NGS   
 FC1607_PROJECTION: FLUSH
 FC1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1607_ROD/PIPE-DEPTH: 7.8  meters
 FC1607
 FC1607  HISTORY     - Date     Condition        Report By
 FC1607  HISTORY     - 1983     MONUMENTED       NGS
 FC1607
 FC1607                          STATION DESCRIPTION
 FC1607
 FC1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1607'13.3 KM (8.25 MI) NW FROM TALLASSEE.
 FC1607'13.3 KM (8.25 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST
 FC1607'OFFICE IN TALLASSEE TO THE MARK ON THE RIGHT, AND ON THE PROPERTY OF
 FC1607'MR. EMERT, 8.84 METERS (29.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FC1607'HIGHWAY, 31.39 METERS (103.0 FT) NORTH OF THE NORTH CORNER OF A ONE
 FC1607'STORY BRICK HOUSE, 1.52 METERS (5.0 FT) NORTHWEST OF A UTILITY POLE 5
 FC1607'WITH 2 GUY WIRES AND A TRANSFORMER.
 FC1607'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH2469 ***********************************************************************
 EH2469  DESIGNATION -  C 296
 EH2469  PID         -  EH2469
 EH2469  STATE/COUNTY-  TN/SHELBY
 EH2469  USGS QUAD   -  LAKE CORMORANT (1982)
 EH2469
 EH2469                         *CURRENT SURVEY CONTROL
 EH2469  ___________________________________________________________________
 EH2469* NAD 83(1995)-  34 59 43.10542(N)    090 14 49.69556(W)     ADJUSTED  
 EH2469* NAVD 88     -        71.550  (meters)     234.74   (feet)  ADJUSTED  
 EH2469  ___________________________________________________________________
 EH2469  X           -     -22,562.119 (meters)                     COMP
 EH2469  Y           -  -5,230,713.112 (meters)                     COMP
 EH2469  Z           -   3,637,465.845 (meters)                     COMP
 EH2469  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 EH2469  ELLIP HEIGHT-          44.34  (meters)          (05/31/05) GPS OBS
 EH2469  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EH2469  DYNAMIC HT  -          71.484 (meters)     234.53  (feet)  COMP
 EH2469  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 EH2469
 EH2469  HORZ ORDER  -  FIRST
 EH2469  VERT ORDER  -  FIRST     CLASS II
 EH2469  ELLP ORDER  -  FOURTH    CLASS II
 EH2469
 EH2469.The horizontal coordinates were established by GPS observations
 EH2469.and adjusted by the National Geodetic Survey in May 2005..
 EH2469
 EH2469.The orthometric height was determined by differential leveling
 EH2469.and adjusted by the National Geodetic Survey in June 1991..
 EH2469
 EH2469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2469
 EH2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH2469
 EH2469.The ellipsoidal height was determined by GPS observations
 EH2469.and is referenced to NAD 83.
 EH2469
 EH2469.The geoid height was determined by GEOID03.
 EH2469
 EH2469.The dynamic height is computed by dividing the NAVD 88
 EH2469.geopotential number by the normal gravity value computed on the
 EH2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH2469.degrees latitude (g = 980.6199 gals.).
 EH2469
 EH2469.The modeled gravity was interpolated from observed gravity values.
 EH2469
 EH2469;                    North         East     Units Scale Factor Converg.
 EH2469;SPC TN       -    81,859.810   212,364.929   MT  1.00005470   -2 29 11.2
 EH2469;SPC TN       -   268,568.39    696,733.94   sFT  1.00005470   -2 29 11.2
 EH2469;UTM  15      - 3,875,985.835   751,250.932   MT  1.00037809   +1 34 46.6
 EH2469
 EH2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2469!SPC TN       -   0.99999304  x   1.00005470  =   1.00004774
 EH2469!UTM  15      -   0.99999304  x   1.00037809  =   1.00037113
 EH2469
 EH2469                          SUPERSEDED SURVEY CONTROL
 EH2469
 EH2469  NAVD 88 (05/31/05)   71.55   (m)          234.7    (f) LEVELING    3  
 EH2469  NGVD 29 (??/??/??)   71.546  (m)          234.73   (f) ADJUSTED    1 2
 EH2469
 EH2469.Superseded values are not recommended for survey control.
 EH2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2469.See file dsdata.txt to determine how the superseded data were derived.
 EH2469
 EH2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5125175986(NAD 83)
 EH2469_MARKER: I = METAL ROD
 EH2469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2469_SP_SET: STAINLESS STEEL ROD
 EH2469_STAMPING: C 296 1983
 EH2469_MARK LOGO: NGS   
 EH2469_PROJECTION: RECESSED 4 CENTIMETERS
 EH2469_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH2469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2469+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 EH2469_ROD/PIPE-DEPTH: 31.6 meters
 EH2469
 EH2469  HISTORY     - Date     Condition        Report By
 EH2469  HISTORY     - 1983     MONUMENTED       NGS
 EH2469  HISTORY     - 20030408 GOOD             USACE
 EH2469  HISTORY     - 20030723 GOOD             EMCINC
 EH2469
 EH2469                          STATION DESCRIPTION
 EH2469
 EH2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EH2469'14.3 KM (8.9 MI) WNW FROM WALLS MS.
 EH2469'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST
 EH2469'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON
 EH2469'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 10.6 KM (6.6 MI) WEST
 EH2469'ALONG THE GRAVEL ROAD ON THE LEVEE TO CONCRETE MILEPOST NUMBER 7/8 AND
 EH2469'THE MARK 3.8 METERS (12.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD ON
 EH2469'THE LEVEE, 3.5 METERS (11.5 FT) NORTHEAST OF A MISSISSIPPI-TENNESSEE
 EH2469'STATE LINE GALVANIZED 4-INCH I-BEAM MARKER, AND 2.45 METERS (8.0 FT)
 EH2469'NORTHWEST OF A CONCRETE MILEPOST NUMBER 7/8.
 EH2469'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 EH2469'THE MARK IS 0.2 M BELOW ROAD.
 EH2469
 EH2469                          STATION RECOVERY (2003)
 EH2469
 EH2469'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH2469'RECOVERED IN GOOD CONDITION.
 EH2469
 EH2469                          STATION RECOVERY (2003)
 EH2469
 EH2469'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 EH2469'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2114 ***********************************************************************
 FE2114  DESIGNATION -  C 297
 FE2114  PID         -  FE2114
 FE2114  STATE/COUNTY-  TN/MCNAIRY
 FE2114  USGS QUAD   -  GUYS (1983)
 FE2114
 FE2114                         *CURRENT SURVEY CONTROL
 FE2114  ___________________________________________________________________
 FE2114* NAD 83(1986)-  35 01 26.     (N)    088 31 25.     (W)     SCALED    
 FE2114* NAVD 88     -       152.668  (meters)     500.88   (feet)  ADJUSTED  
 FE2114  ___________________________________________________________________
 FE2114  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2114  DYNAMIC HT  -         152.524 (meters)     500.41  (feet)  COMP
 FE2114  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 FE2114
 FE2114  VERT ORDER  -  FIRST     CLASS II
 FE2114
 FE2114.The horizontal coordinates were scaled from a topographic map and have
 FE2114.an estimated accuracy of +/- 6 seconds.
 FE2114
 FE2114.The orthometric height was determined by differential leveling
 FE2114.and adjusted by the National Geodetic Survey in June 1991..
 FE2114
 FE2114.The geoid height was determined by GEOID03.
 FE2114
 FE2114.The dynamic height is computed by dividing the NAVD 88
 FE2114.geopotential number by the normal gravity value computed on the
 FE2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2114.degrees latitude (g = 980.6199 gals.).
 FE2114
 FE2114.The modeled gravity was interpolated from observed gravity values.
 FE2114
 FE2114;                    North         East    Units  Estimated Accuracy
 FE2114;SPC TN       -    79,590.      369,710.      MT  (+/- 180 meters Scaled)
 FE2114
 FE2114                          SUPERSEDED SURVEY CONTROL
 FE2114
 FE2114.No superseded survey control is available for this station.
 FE2114
 FE2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD610767(NAD 83)
 FE2114_MARKER: I = METAL ROD
 FE2114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2114_SP_SET: STAINLESS STEEL ROD
 FE2114_STAMPING: C 297 1983
 FE2114_MARK LOGO: NGS   
 FE2114_PROJECTION: FLUSH
 FE2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2114_ROD/PIPE-DEPTH: 6.7  meters
 FE2114
 FE2114  HISTORY     - Date     Condition        Report By
 FE2114  HISTORY     - 1983     MONUMENTED       NGS
 FE2114  HISTORY     - 20020409 MARK NOT FOUND   USACE
 FE2114
 FE2114                          STATION DESCRIPTION
 FE2114
 FE2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2114'10.2 KM (6.35 MI) NORTH FROM CORINTH MS.
 FE2114'10.2 KM (6.35 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2114'CORINTH, MISSISSIPPI TO THE MARK ON THE RIGHT, 15.09 METERS (49.5 FT)
 FE2114'EAST OF THE CENTERLINE OF THE HIGHWAY, 7.99 METERS (26.2 FT) SOUTH OF
 FE2114'A 2 FOOT DIAMETER CONCRETE CULVERT, 3.35 METERS (11.0 FT) WEST OF A
 FE2114'CORNER BRACE POST, 0.79 METER (2.6 FT) EAST OF A CORNER FENCE POST,
 FE2114'AND 0.61 METER (2.0 FT) NORTH OF THE FENCELINE.
 FE2114'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 FE2114'THE MARK IS 0.61 M BELOW HIGHWAY.
 FE2114
 FE2114                          STATION RECOVERY (2002)
 FE2114
 FE2114'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2114'STATION IS SUSPECTED DESTROYED DUE TO NEW HWY 45 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2140 ***********************************************************************
 FE2140  DESIGNATION -  C 298
 FE2140  PID         -  FE2140
 FE2140  STATE/COUNTY-  TN/HARDEMAN
 FE2140  USGS QUAD   -  MIDDLETON (1980)
 FE2140
 FE2140                         *CURRENT SURVEY CONTROL
 FE2140  ___________________________________________________________________
 FE2140* NAD 83(1986)-  35 02 25.     (N)    088 54 32.     (W)     SCALED    
 FE2140* NAVD 88     -       150.493  (meters)     493.74   (feet)  ADJUSTED  
 FE2140  ___________________________________________________________________
 FE2140  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2140  DYNAMIC HT  -         150.351 (meters)     493.28  (feet)  COMP
 FE2140  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FE2140
 FE2140  VERT ORDER  -  FIRST     CLASS II
 FE2140
 FE2140.The horizontal coordinates were scaled from a topographic map and have
 FE2140.an estimated accuracy of +/- 6 seconds.
 FE2140
 FE2140.The orthometric height was determined by differential leveling
 FE2140.and adjusted by the National Geodetic Survey in June 1991..
 FE2140
 FE2140.The geoid height was determined by GEOID03.
 FE2140
 FE2140.The dynamic height is computed by dividing the NAVD 88
 FE2140.geopotential number by the normal gravity value computed on the
 FE2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2140.degrees latitude (g = 980.6199 gals.).
 FE2140
 FE2140.The modeled gravity was interpolated from observed gravity values.
 FE2140
 FE2140;                    North         East    Units  Estimated Accuracy
 FE2140;SPC TN       -    82,380.      334,610.      MT  (+/- 180 meters Scaled)
 FE2140
 FE2140                          SUPERSEDED SURVEY CONTROL
 FE2140
 FE2140.No superseded survey control is available for this station.
 FE2140
 FE2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD258791(NAD 83)
 FE2140_MARKER: I = METAL ROD
 FE2140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2140_SP_SET: STAINLESS STEEL ROD
 FE2140_STAMPING: C 298 1983
 FE2140_MARK LOGO: NGS   
 FE2140_PROJECTION: FLUSH
 FE2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2140_ROD/PIPE-DEPTH: 7.92 meters
 FE2140
 FE2140  HISTORY     - Date     Condition        Report By
 FE2140  HISTORY     - 1983     MONUMENTED       NGS
 FE2140  HISTORY     - 20020919 POOR             USACE
 FE2140
 FE2140                          STATION DESCRIPTION
 FE2140
 FE2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2140'3.9 KM (2.45 MI) SW FROM MIDDLETON.
 FE2140'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2140'SOUTHERN RAILROAD IN MIDDLETON, THENCE 1.5 KM (0.95 MI) WEST ALONG
 FE2140'STATE HIGHWAY 57 TO THE JUNCTION OF GENTRY CHAPEL ROAD AND THE MARK ON
 FE2140'THE LEFT, 14.57 METERS (47.8 FT) SOUTH OF THE CENTERLINE OF THE
 FE2140'HIGHWAY, 10.36 METERS (34.0 FT) EAST OF THE APPROXIMATE CENTER OF THE
 FE2140'ROAD, 3.47 METERS (11.4 FT) EAST OF A CORNER FENCE POST, AND
 FE2140'0.43 METERS (1.4 FT) NORTH OF THE FENCE LINE.
 FE2140'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2140'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2140
 FE2140                          STATION RECOVERY (2002)
 FE2140
 FE2140'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2140'FOUND ROD EXPOSED APPROX. 1 FT AND BENT SEVERLY. ACCESS COVER GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2166 ***********************************************************************
 FE2166  DESIGNATION -  C 299
 FE2166  PID         -  FE2166
 FE2166  STATE/COUNTY-  TN/FAYETTE
 FE2166  USGS QUAD   -  MOSCOW (1965)
 FE2166
 FE2166                         *CURRENT SURVEY CONTROL
 FE2166  ___________________________________________________________________
 FE2166* NAD 83(1986)-  35 03 28.     (N)    089 22 35.     (W)     SCALED    
 FE2166* NAVD 88     -       121.960  (meters)     400.13   (feet)  ADJUSTED  
 FE2166  ___________________________________________________________________
 FE2166  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2166  DYNAMIC HT  -         121.845 (meters)     399.75  (feet)  COMP
 FE2166  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FE2166
 FE2166  VERT ORDER  -  FIRST     CLASS II
 FE2166
 FE2166.The horizontal coordinates were scaled from a topographic map and have
 FE2166.an estimated accuracy of +/- 6 seconds.
 FE2166
 FE2166.The orthometric height was determined by differential leveling
 FE2166.and adjusted by the National Geodetic Survey in June 1991..
 FE2166
 FE2166.The geoid height was determined by GEOID03.
 FE2166
 FE2166.The dynamic height is computed by dividing the NAVD 88
 FE2166.geopotential number by the normal gravity value computed on the
 FE2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2166.degrees latitude (g = 980.6199 gals.).
 FE2166
 FE2166.The modeled gravity was interpolated from observed gravity values.
 FE2166
 FE2166;                    North         East    Units  Estimated Accuracy
 FE2166;SPC TN       -    85,690.      292,040.      MT  (+/- 180 meters Scaled)
 FE2166
 FE2166                          SUPERSEDED SURVEY CONTROL
 FE2166
 FE2166.No superseded survey control is available for this station.
 FE2166
 FE2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD832820(NAD 83)
 FE2166_MARKER: I = METAL ROD
 FE2166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2166_SP_SET: STAINLESS STEEL ROD
 FE2166_STAMPING: C 299 1983
 FE2166_MARK LOGO: NGS   
 FE2166_PROJECTION: FLUSH
 FE2166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2166+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2166_ROD/PIPE-DEPTH: 8.53 meters
 FE2166
 FE2166  HISTORY     - Date     Condition        Report By
 FE2166  HISTORY     - 1983     MONUMENTED       NGS
 FE2166  HISTORY     - 20020924 GOOD             USACE
 FE2166  HISTORY     - 20060506 GOOD             GEOCAC
 FE2166
 FE2166                          STATION DESCRIPTION
 FE2166
 FE2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2166'1.7 KM (1.05 MI) EAST FROM MOSCOW.
 FE2166'1.7 KM (1.05 MI) EAST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF
 FE2166'STATE HIGHWAY 76 NORTH IN MOSCOW TO THE MARK ON THE LEFT, 14.33 METERS
 FE2166'(47.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 73.06 METERS
 FE2166'(239.7 FT) EAST OF THE CENTER OF A DRIVEWAY TO A BRICK HOUSE WHICH IS
 FE2166'ABOUT 300 FEET OFF THE HIGHWAY, 68.06 METERS (223.3 FT) EAST OF A
 FE2166'TELEPHONE JUNCTION BOX, AND 1.07 METERS (3.5 FT) WEST OF A POWERLINE
 FE2166'POLE.
 FE2166'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2166'THE MARK IS 0.91 M ABOVE HIGHWAY.
 FE2166
 FE2166                          STATION RECOVERY (2002)
 FE2166
 FE2166'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2166'POWERPOLE LINE HAS BEEN MOVED. MONUMENT IS NOW 8.0 FT S OF POWERPOLE
 FE2166'AND WITNESS POST.
 FE2166
 FE2166                          STATION RECOVERY (2006)
 FE2166
 FE2166'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2166'RECOVERED AS DESCRIBED.  SCALED COORDINATES ARE OFF BY MORE THAN
 FE2166'USUAL, A WAYPOINT TAKEN WITH A HANDHELD GPS SHOWS THE MARK IS AT N 35
 FE2166'03.490' W 89 22.646'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1143 ***********************************************************************
 GC1143  DESIGNATION -  C 3
 GC1143  PID         -  GC1143
 GC1143  STATE/COUNTY-  TN/MONTGOMERY
 GC1143  USGS QUAD   -  CLARKSVILLE (1984)
 GC1143
 GC1143                         *CURRENT SURVEY CONTROL
 GC1143  ___________________________________________________________________
 GC1143* NAD 83(1986)-  36 35 34.     (N)    087 15 50.     (W)     SCALED    
 GC1143* NAVD 88     -       158.904  (meters)     521.34   (feet)  ADJUSTED  
 GC1143  ___________________________________________________________________
 GC1143  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1143  DYNAMIC HT  -         158.775 (meters)     520.91  (feet)  COMP
 GC1143  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GC1143
 GC1143  VERT ORDER  -  FIRST     CLASS II
 GC1143
 GC1143.The horizontal coordinates were scaled from a topographic map and have
 GC1143.an estimated accuracy of +/- 6 seconds.
 GC1143
 GC1143.The orthometric height was determined by differential leveling
 GC1143.and adjusted by the National Geodetic Survey in June 1991..
 GC1143
 GC1143.The geoid height was determined by GEOID03.
 GC1143
 GC1143.The dynamic height is computed by dividing the NAVD 88
 GC1143.geopotential number by the normal gravity value computed on the
 GC1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1143.degrees latitude (g = 980.6199 gals.).
 GC1143
 GC1143.The modeled gravity was interpolated from observed gravity values.
 GC1143
 GC1143;                    North         East    Units  Estimated Accuracy
 GC1143;SPC TN       -   251,420.      486,900.      MT  (+/- 180 meters Scaled)
 GC1143
 GC1143                          SUPERSEDED SURVEY CONTROL
 GC1143
 GC1143  NGVD 29 (??/??/92)  158.977  (m)          521.58   (f) ADJ UNCH    1 2
 GC1143
 GC1143.Superseded values are not recommended for survey control.
 GC1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1143.See file dsdata.txt to determine how the superseded data were derived.
 GC1143
 GC1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF763497(NAD 83)
 GC1143_MARKER: DB = BENCH MARK DISK
 GC1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1143_STAMPING: C 3 1921
 GC1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1143+STABILITY: SURFACE MOTION
 GC1143
 GC1143  HISTORY     - Date     Condition        Report By
 GC1143  HISTORY     - 1921     MONUMENTED       CGS
 GC1143  HISTORY     - 1954     GOOD             NGS
 GC1143  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1143
 GC1143                          STATION DESCRIPTION
 GC1143
 GC1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1143'2.5 MI NE FROM ST BETHLEHEM.
 GC1143'2.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1143'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1143'503 YARDS NORTHEAST OF MILE POST 171, 16 1/2 FEET SOUTHEAST OF
 GC1143'SOUTHEAST RAIL, 44 1/2 FEET EAST OF CENTER OF AN ABANDONED TRAIL
 GC1143'CROSSING, 6.2 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 8 YARDS
 GC1143'NORTHEAST OF THE SOUTHWEST END OF A CUT, ABOUT 1/2 FOOT ABOVE
 GC1143'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1143'10 INCHES.
 GC1143
 GC1143                          STATION RECOVERY (1984)
 GC1143
 GC1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1143'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2145 ***********************************************************************
 FE2145  DESIGNATION -  C 300
 FE2145  PID         -  FE2145
 FE2145  STATE/COUNTY-  TN/HARDEMAN
 FE2145  USGS QUAD   -  MIDDLETON (1980)
 FE2145
 FE2145                         *CURRENT SURVEY CONTROL
 FE2145  ___________________________________________________________________
 FE2145* NAD 83(1986)-  35 02 34.     (N)    088 59 02.     (W)     SCALED    
 FE2145* NAVD 88     -       178.895  (meters)     586.92   (feet)  ADJUSTED  
 FE2145  ___________________________________________________________________
 FE2145  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2145  DYNAMIC HT  -         178.724 (meters)     586.36  (feet)  COMP
 FE2145  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FE2145
 FE2145  VERT ORDER  -  FIRST     CLASS II
 FE2145
 FE2145.The horizontal coordinates were scaled from a topographic map and have
 FE2145.an estimated accuracy of +/- 6 seconds.
 FE2145
 FE2145.The orthometric height was determined by differential leveling
 FE2145.and adjusted by the National Geodetic Survey in June 1991..
 FE2145
 FE2145.The geoid height was determined by GEOID03.
 FE2145
 FE2145.The dynamic height is computed by dividing the NAVD 88
 FE2145.geopotential number by the normal gravity value computed on the
 FE2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2145.degrees latitude (g = 980.6199 gals.).
 FE2145
 FE2145.The modeled gravity was interpolated from observed gravity values.
 FE2145
 FE2145;                    North         East    Units  Estimated Accuracy
 FE2145;SPC TN       -    82,860.      327,780.      MT  (+/- 180 meters Scaled)
 FE2145
 FE2145                          SUPERSEDED SURVEY CONTROL
 FE2145
 FE2145.No superseded survey control is available for this station.
 FE2145
 FE2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD190795(NAD 83)
 FE2145_MARKER: I = METAL ROD
 FE2145_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2145_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2145_STAMPING: C 300 1983
 FE2145_MARK LOGO: NGS   
 FE2145_PROJECTION: RECESSED 3 CENTIMETERS
 FE2145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2145+STABILITY: POSITION/ELEVATION WELL
 FE2145_ROD/PIPE-DEPTH: 7.92 meters
 FE2145_SLEEVE-DEPTH  : 6.09 meters
 FE2145
 FE2145  HISTORY     - Date     Condition        Report By
 FE2145  HISTORY     - 1983     MONUMENTED       NGS
 FE2145  HISTORY     - 20020410 POOR             USACE
 FE2145
 FE2145                          STATION DESCRIPTION
 FE2145
 FE2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2145'12.45 KM (7.75 MI) WEST FROM MIDDLETON.
 FE2145'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2145'SOUTHERN RAILROAD IN MIDDLETON, THENCE 10.05 KM (6.25 MI) WEST ALONG
 FE2145'STATE HIGHWAY 57, SET IN THE SOUTHEAST CORNER OF THE LAWN OF THE GRACE
 FE2145'BIBLE CHURCH, 0.1 KM (0.05 MI) EAST OF AN ASPHALT ROAD LEADING NORTH,
 FE2145'33.22 METERS (109.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2145'24.56 METERS (80.6 FT) NORTHWEST OF A POWER POLE WITH THREE
 FE2145'TRANSFORMERS AND AT A POINT WHERE THE WIRES CROSS THE HIGHWAY,
 FE2145'13.23 METERS (43.4 FT) SOUTH OF THE NORTHEAST CORNER OF THE CHURCH,
 FE2145'0.94 METERS (3.7 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2145'CHURCH, AND 5.18 METERS (17.0 FT) EAST OF THE CENTER OF THE TWO DOORS
 FE2145'OF THE MAIN ENTRANCE OF THE CHURCH.
 FE2145'THE MARK IS 2.44 M ABOVE HIGHWAY.
 FE2145
 FE2145                          STATION RECOVERY (2002)
 FE2145
 FE2145'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2145'SIDEWALK HAS BEEN POURED OVER MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1353 ***********************************************************************
 FD1353  DESIGNATION -  C 301
 FD1353  PID         -  FD1353
 FD1353  STATE/COUNTY-  TN/LAWRENCE
 FD1353  USGS QUAD   -  ST JOSEPH (1976)
 FD1353
 FD1353                         *CURRENT SURVEY CONTROL
 FD1353  ___________________________________________________________________
 FD1353* NAD 83(1986)-  35 01 44.     (N)    087 33 47.     (W)     SCALED    
 FD1353* NAVD 88     -       179.831  (meters)     590.00   (feet)  ADJUSTED  
 FD1353  ___________________________________________________________________
 FD1353  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1353  DYNAMIC HT  -         179.661 (meters)     589.44  (feet)  COMP
 FD1353  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FD1353
 FD1353  VERT ORDER  -  FIRST     CLASS II
 FD1353
 FD1353.The horizontal coordinates were scaled from a topographic map and have
 FD1353.an estimated accuracy of +/- 6 seconds.
 FD1353
 FD1353.The orthometric height was determined by differential leveling
 FD1353.and adjusted by the National Geodetic Survey in June 1991..
 FD1353
 FD1353.The geoid height was determined by GEOID03.
 FD1353
 FD1353.The dynamic height is computed by dividing the NAVD 88
 FD1353.geopotential number by the normal gravity value computed on the
 FD1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1353.degrees latitude (g = 980.6199 gals.).
 FD1353
 FD1353.The modeled gravity was interpolated from observed gravity values.
 FD1353
 FD1353;                    North         East    Units  Estimated Accuracy
 FD1353;SPC TN       -    78,310.      457,360.      MT  (+/- 180 meters Scaled)
 FD1353
 FD1353                          SUPERSEDED SURVEY CONTROL
 FD1353
 FD1353.No superseded survey control is available for this station.
 FD1353
 FD1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD486763(NAD 83)
 FD1353_MARKER: I = METAL ROD
 FD1353_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1353+WITH SETTING: INFORMATION.
 FD1353_SP_SET: SHALLOW SET METAL ROD
 FD1353_STAMPING: C 301 1983
 FD1353_MARK LOGO: NGS   
 FD1353_PROJECTION: FLUSH
 FD1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1353+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2001
 FD1353_ROD/PIPE-DEPTH: 1.22 meters
 FD1353
 FD1353  HISTORY     - Date     Condition        Report By
 FD1353  HISTORY     - 1983     MONUMENTED       NGS
 FD1353  HISTORY     - 20010727 GOOD             TNDT
 FD1353
 FD1353                          STATION DESCRIPTION
 FD1353
 FD1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1353'2.1 KM (1.3 MI) EAST FROM IRON CITY.
 FD1353'0.2 KM (0.15 MI) NORTH ALONG SOUTH WALNUT STREET FROM THE POST OFFICE
 FD1353'IN IRON CITY TO A FORK IN THE ROAD, THENCE 0.1 KM (0.05 MI) NORTHEAST
 FD1353'AT THE FORK TO THE JUNCTION OF IRON CITY ROAD, THENCE 1.8 KM (1.1 MI)
 FD1353'EAST ALONG IRON CITY ROAD TO THE MARK ON THE LEFT, 9.60 METERS
 FD1353'(31.5 FT) NORTH OF THE THE CENTERLINE OF IRON CITY ROAD, 13.56 METERS
 FD1353'(44.5 FT) WEST OF THE NORTHEAST CORNER OF A SMALL METAL SHED,
 FD1353'13.11 METERS (43.0 FT) WEST OF A TELEPHONE JUNCTION BOX, AND
 FD1353'4.88 METERS (16.0 FT) NORTHEAST OF A TELEPHONE JUNCTION BOX.
 FD1353'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD1353'THE MARK IS ABOVE LEVEL WITH ROAD.
 FD1353
 FD1353                          STATION RECOVERY (2001)
 FD1353
 FD1353'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1384 ***********************************************************************
 FD1384  DESIGNATION -  C 302
 FD1384  PID         -  FD1384
 FD1384  STATE/COUNTY-  TN/MAURY
 FD1384  USGS QUAD   -  COLUMBIA (1989)
 FD1384
 FD1384                         *CURRENT SURVEY CONTROL
 FD1384  ___________________________________________________________________
 FD1384* NAD 83(1986)-  35 35 57.     (N)    087 04 26.     (W)     SCALED    
 FD1384* NAVD 88     -       184.859  (meters)     606.49   (feet)  ADJUSTED  
 FD1384  ___________________________________________________________________
 FD1384  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD1384  DYNAMIC HT  -         184.696 (meters)     605.96  (feet)  COMP
 FD1384  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD1384
 FD1384  VERT ORDER  -  FIRST     CLASS II
 FD1384
 FD1384.The horizontal coordinates were scaled from a topographic map and have
 FD1384.an estimated accuracy of +/- 6 seconds.
 FD1384
 FD1384.The orthometric height was determined by differential leveling
 FD1384.and adjusted by the National Geodetic Survey in June 1991..
 FD1384
 FD1384.The geoid height was determined by GEOID03.
 FD1384
 FD1384.The dynamic height is computed by dividing the NAVD 88
 FD1384.geopotential number by the normal gravity value computed on the
 FD1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1384.degrees latitude (g = 980.6199 gals.).
 FD1384
 FD1384.The modeled gravity was interpolated from observed gravity values.
 FD1384
 FD1384;                    North         East    Units  Estimated Accuracy
 FD1384;SPC TN       -   140,980.      502,690.      MT  (+/- 180 meters Scaled)
 FD1384
 FD1384                          SUPERSEDED SURVEY CONTROL
 FD1384
 FD1384.No superseded survey control is available for this station.
 FD1384
 FD1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE933394(NAD 83)
 FD1384_MARKER: DB = BENCH MARK DISK
 FD1384_SETTING: 66 = SET IN ROCK OUTCROP
 FD1384_SP_SET: ROCK OUTCROP
 FD1384_STAMPING: C 302 1984
 FD1384_MARK LOGO: NGS   
 FD1384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1384+STABILITY: POSITION/ELEVATION WELL
 FD1384
 FD1384  HISTORY     - Date     Condition        Report By
 FD1384  HISTORY     - 1984     MONUMENTED       NGS
 FD1384
 FD1384                          STATION DESCRIPTION
 FD1384
 FD1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1384'14.5 KM (9.0 MI) NE FROM MOUNT PLEASANT.
 FD1384'14.5 KM (9.0 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1384'MOUNT PLEASANT TO THE BRIDGE OVER BIGBY CREEK AND THE MARK JUST PAST
 FD1384'IT ON THE LEFT, ALSO 3.7 KM (2.3 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM
 FD1384'THE POST OFFICE IN COLUMBIA TO THE MARK ON THE RIGHT, SET IN BEDROCK
 FD1384'OUTCROP, 14.75 METERS (48.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 FD1384'HIGHWAY, 39.07 METERS (128.2 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 FD1384'HARDEES RESTAURANT, 21.24 METERS (69.7 FT) NORTH OF THE NORTHWEST
 FD1384'CORNER OF THE BRIDGE OVER BIGBY CREEK, AND 16.00 METERS (52.5 FT)
 FD1384'SOUTHWEST OF A POWERLINE POLE WITH A GUY WIRE.
 FD1384'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 FD1384'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1367 ***********************************************************************
 FD1367  DESIGNATION -  C 303
 FD1367  PID         -  FD1367
 FD1367  STATE/COUNTY-  TN/LAWRENCE
 FD1367  USGS QUAD   -  ETHRIDGE (1988)
 FD1367
 FD1367                         *CURRENT SURVEY CONTROL
 FD1367  ___________________________________________________________________
 FD1367* NAD 83(1986)-  35 19 26.     (N)    087 17 39.     (W)     SCALED    
 FD1367* NAVD 88     -       302.026  (meters)     990.90   (feet)  ADJUSTED  
 FD1367  ___________________________________________________________________
 FD1367  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD1367  DYNAMIC HT  -         301.741 (meters)     989.96  (feet)  COMP
 FD1367  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FD1367
 FD1367  VERT ORDER  -  FIRST     CLASS II
 FD1367
 FD1367.The horizontal coordinates were scaled from a topographic map and have
 FD1367.an estimated accuracy of +/- 6 seconds.
 FD1367
 FD1367.The orthometric height was determined by differential leveling
 FD1367.and adjusted by the National Geodetic Survey in June 1991..
 FD1367
 FD1367.The geoid height was determined by GEOID03.
 FD1367
 FD1367.The dynamic height is computed by dividing the NAVD 88
 FD1367.geopotential number by the normal gravity value computed on the
 FD1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1367.degrees latitude (g = 980.6199 gals.).
 FD1367
 FD1367.The modeled gravity was interpolated from observed gravity values.
 FD1367
 FD1367;                    North         East    Units  Estimated Accuracy
 FD1367;SPC TN       -   110,680.      482,330.      MT  (+/- 180 meters Scaled)
 FD1367
 FD1367                          SUPERSEDED SURVEY CONTROL
 FD1367
 FD1367.No superseded survey control is available for this station.
 FD1367
 FD1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE732090(NAD 83)
 FD1367_MARKER: I = METAL ROD
 FD1367_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1367_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1367_STAMPING: C 303 1984
 FD1367_MARK LOGO: NGS   
 FD1367_PROJECTION: RECESSED 4 CENTIMETERS
 FD1367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1367+STABILITY: POSITION/ELEVATION WELL
 FD1367_ROD/PIPE-DEPTH: 17.4 meters
 FD1367_SLEEVE-DEPTH  : 6.09 meters
 FD1367
 FD1367  HISTORY     - Date     Condition        Report By
 FD1367  HISTORY     - 1984     MONUMENTED       NGS
 FD1367
 FD1367                          STATION DESCRIPTION
 FD1367
 FD1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1367'11.2 KM (6.95 MI) NORTH FROM LAWRENCEBURG.
 FD1367'0.2 KM (0.1 MI) NORTH ALONG MILITARY AVENUE FROM THE POST OFFICE IN
 FD1367'LAWRENCEBURG, THENCE 0.3 KM (0.2 MI) EAST ALONG LAWRENCE STREET,
 FD1367'THENCE 10.7 KM (6.65 MI) NORTH ALONG U.S. HIGHWAY 43 TO THE MARK SET
 FD1367'IN THE LAWN AT THE SOUTHEAST CORNER OF THE ETHRIDGE CHURCH OF CHRIST
 FD1367'BUILDING, 121.92 METERS (400.0 FT) WEST OF THE HIGHWAY, 4.63 METERS
 FD1367'(15.2 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH,
 FD1367'6.40 METERS (21.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH
 FD1367'PORCH, 13.72 METERS (45.0 FT) WEST OF THE WEST CURB OF THE EAST
 FD1367'PARKING LOT, 3.26 METERS (10.7 FT) NORTH OF THE NORTH CURB OF THE
 FD1367'SOUTH PARKING LOT, AND 26.40 METERS (86.6 FT) NORTH OF A LIGHT POLE.
 FD1367'THE MARK IS 0.18 M ABOVE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1974 ***********************************************************************
 GC1974  DESIGNATION -  C 304
 GC1974  PID         -  GC1974
 GC1974  STATE/COUNTY-  TN/DAVIDSON
 GC1974  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1974
 GC1974                         *CURRENT SURVEY CONTROL
 GC1974  ___________________________________________________________________
 GC1974* NAD 83(1986)-  36 12 32.     (N)    086 52 00.     (W)     SCALED    
 GC1974* NAVD 88     -       134.265  (meters)     440.50   (feet)  ADJUSTED  
 GC1974  ___________________________________________________________________
 GC1974  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1974  DYNAMIC HT  -         134.149 (meters)     440.12  (feet)  COMP
 GC1974  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC1974
 GC1974  VERT ORDER  -  FIRST     CLASS II
 GC1974
 GC1974.The horizontal coordinates were scaled from a topographic map and have
 GC1974.an estimated accuracy of +/- 6 seconds.
 GC1974
 GC1974.The orthometric height was determined by differential leveling
 GC1974.and adjusted by the National Geodetic Survey in June 1991..
 GC1974
 GC1974.The geoid height was determined by GEOID03.
 GC1974
 GC1974.The dynamic height is computed by dividing the NAVD 88
 GC1974.geopotential number by the normal gravity value computed on the
 GC1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1974.degrees latitude (g = 980.6199 gals.).
 GC1974
 GC1974.The modeled gravity was interpolated from observed gravity values.
 GC1974
 GC1974;                    North         East    Units  Estimated Accuracy
 GC1974;SPC TN       -   208,440.      522,070.      MT  (+/- 180 meters Scaled)
 GC1974
 GC1974                          SUPERSEDED SURVEY CONTROL
 GC1974
 GC1974.No superseded survey control is available for this station.
 GC1974
 GC1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF119071(NAD 83)
 GC1974_MARKER: DB = BENCH MARK DISK
 GC1974_SETTING: 66 = SET IN ROCK OUTCROP
 GC1974_SP_SET: ROCK OUTCROP
 GC1974_STAMPING: C 304 1984
 GC1974_MARK LOGO: NGS   
 GC1974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1974+STABILITY: POSITION/ELEVATION WELL
 GC1974
 GC1974  HISTORY     - Date     Condition        Report By
 GC1974  HISTORY     - 1984     MONUMENTED       NGS
 GC1974
 GC1974                          STATION DESCRIPTION
 GC1974
 GC1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1974'4.5 KM (2.8 MI) NW FROM NASHVILLE.
 GC1974'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 41 FROM THE
 GC1974'NORTHWEST END OF THE CUMBERLAND RIVER BRIDGE, THENCE 3.4 KM (2.1 MI)
 GC1974'WEST ALONG STATE HIGHWAY 12 TO THE MARK ON THE LEFT, A DISK SET IN
 GC1974'BEDROCK AND IN LINE WITH AN UNUSABLE DRIVE ENTRANCE, 18.53 METERS
 GC1974'(60.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.89 METERS
 GC1974'(58.7 FT) EAST-NORTHEAST OF A LARGE PINE TREE, 16.24 METERS (53.3 FT)
 GC1974'NORTH OF A 50 INCH CIRCUMFERENCE TREE, AND 10.80 METERS (35.4 FT)
 GC1974'SOUTH-SOUTHEAST OF A CONCRETE BOX CULVERT UNDER THE DRIVE.
 GC1974'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 GC1974'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1998 ***********************************************************************
 GC1998  DESIGNATION -  C 305
 GC1998  PID         -  GC1998
 GC1998  STATE/COUNTY-  TN/CHEATHAM
 GC1998  USGS QUAD   -  HENRIETTA (1983)
 GC1998
 GC1998                         *CURRENT SURVEY CONTROL
 GC1998  ___________________________________________________________________
 GC1998* NAD 83(1986)-  36 23 23.     (N)    087 11 45.     (W)     SCALED    
 GC1998* NAVD 88     -       177.387  (meters)     581.98   (feet)  ADJUSTED  
 GC1998  ___________________________________________________________________
 GC1998  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC1998  DYNAMIC HT  -         177.239 (meters)     581.49  (feet)  COMP
 GC1998  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 GC1998
 GC1998  VERT ORDER  -  FIRST     CLASS II
 GC1998
 GC1998.The horizontal coordinates were scaled from a topographic map and have
 GC1998.an estimated accuracy of +/- 6 seconds.
 GC1998
 GC1998.The orthometric height was determined by differential leveling
 GC1998.and adjusted by the National Geodetic Survey in June 1991..
 GC1998
 GC1998.The geoid height was determined by GEOID03.
 GC1998
 GC1998.The dynamic height is computed by dividing the NAVD 88
 GC1998.geopotential number by the normal gravity value computed on the
 GC1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1998.degrees latitude (g = 980.6199 gals.).
 GC1998
 GC1998.The modeled gravity was interpolated from observed gravity values.
 GC1998
 GC1998;                    North         East    Units  Estimated Accuracy
 GC1998;SPC TN       -   228,810.      492,720.      MT  (+/- 180 meters Scaled)
 GC1998
 GC1998                          SUPERSEDED SURVEY CONTROL
 GC1998
 GC1998.No superseded survey control is available for this station.
 GC1998
 GC1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF824271(NAD 83)
 GC1998_MARKER: I = METAL ROD
 GC1998_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1998_SP_SET: STAINLESS STEEL ROD
 GC1998_STAMPING: C 305 1984
 GC1998_MARK LOGO: NGS   
 GC1998_PROJECTION: FLUSH
 GC1998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1998_ROD/PIPE-DEPTH: 3.66 meters
 GC1998
 GC1998  HISTORY     - Date     Condition        Report By
 GC1998  HISTORY     - 1984     MONUMENTED       NGS
 GC1998
 GC1998                          STATION DESCRIPTION
 GC1998
 GC1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1998'8.0 KM (4.95 MI) NW FROM CHEAP HILL.
 GC1998'8.0 KM (4.95 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1998'IN CHEAP HILL TO THE MARK ON THE RIGHT, AT A FARM ACCESS ROAD,
 GC1998'12.53 METERS (41.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GC1998'8.84 METERS (29.0 FT) NORTHWEST OF THE ACCESS ROAD, AND 0.70 METERS
 GC1998'(2.3 FT) SOUTHWEST OF A BARBWIRE FENCE.  NOTE, THE ROD WAS DRIVEN TO
 GC1998'REFUSAL.
 GC1998'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC1998'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2285 ***********************************************************************
 FF2285  DESIGNATION -  C 307
 FF2285  PID         -  FF2285
 FF2285  STATE/COUNTY-  TN/SHELBY
 FF2285  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2285
 FF2285                         *CURRENT SURVEY CONTROL
 FF2285  ___________________________________________________________________
 FF2285* NAD 83(1995)-  35 02 08.12590(N)    090 04 21.01207(W)     ADJUSTED  
 FF2285* NAVD 88     -        73.906  (meters)     242.47   (feet)  ADJUSTED  
 FF2285  ___________________________________________________________________
 FF2285  X           -      -6,615.878 (meters)                     COMP
 FF2285  Y           -  -5,228,195.038 (meters)                     COMP
 FF2285  Z           -   3,641,127.312 (meters)                     COMP
 FF2285  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FF2285  ELLIP HEIGHT-          46.56  (meters)          (05/31/05) GPS OBS
 FF2285  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2285  DYNAMIC HT  -          73.838 (meters)     242.25  (feet)  COMP
 FF2285  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FF2285
 FF2285  HORZ ORDER  -  FIRST
 FF2285  VERT ORDER  -  FIRST     CLASS II
 FF2285  ELLP ORDER  -  FOURTH    CLASS II
 FF2285
 FF2285.The horizontal coordinates were established by GPS observations
 FF2285.and adjusted by the National Geodetic Survey in May 2005..
 FF2285
 FF2285.The orthometric height was determined by differential leveling
 FF2285.and adjusted by the National Geodetic Survey in July 1994..
 FF2285
 FF2285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2285
 FF2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2285
 FF2285.The ellipsoidal height was determined by GPS observations
 FF2285.and is referenced to NAD 83.
 FF2285
 FF2285.The geoid height was determined by GEOID03.
 FF2285
 FF2285.The dynamic height is computed by dividing the NAVD 88
 FF2285.geopotential number by the normal gravity value computed on the
 FF2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2285.degrees latitude (g = 980.6199 gals.).
 FF2285
 FF2285.The modeled gravity was interpolated from observed gravity values.
 FF2285
 FF2285;                    North         East     Units Scale Factor Converg.
 FF2285;SPC TN       -    85,647.766   228,480.279   MT  1.00004475   -2 23 03.1
 FF2285;SPC TN       -   280,996.05    749,605.72   sFT  1.00004475   -2 23 03.1
 FF2285;UTM  15      - 3,880,908.768   767,063.120   MT  1.00047911   +1 40 53.9
 FF2285;UTM  16      - 3,881,306.894   219,704.281   MT  1.00056840   -1 45 54.1
 FF2285
 FF2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2285!SPC TN       -   0.99999269  x   1.00004475  =   1.00003744
 FF2285!UTM  15      -   0.99999269  x   1.00047911  =   1.00047180
 FF2285!UTM  16      -   0.99999269  x   1.00056840  =   1.00056109
 FF2285
 FF2285                          SUPERSEDED SURVEY CONTROL
 FF2285
 FF2285  NAVD 88 (05/31/05)   73.91   (m)          242.5    (f) LEVELING    3  
 FF2285
 FF2285.Superseded values are not recommended for survey control.
 FF2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2285.See file dsdata.txt to determine how the superseded data were derived.
 FF2285
 FF2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6706380909(NAD 83)
 FF2285_MARKER: I = METAL ROD
 FF2285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF2285_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF2285_STAMPING: C 307 1991
 FF2285_MARK LOGO: NGS   
 FF2285_PROJECTION: FLUSH
 FF2285_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2285+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF2285_ROD/PIPE-DEPTH: 9.70 meters
 FF2285_SLEEVE-DEPTH  : 0.90 meters
 FF2285
 FF2285  HISTORY     - Date     Condition        Report By
 FF2285  HISTORY     - 1991     MONUMENTED       NGS
 FF2285  HISTORY     - 19940801 GOOD             TN1620
 FF2285  HISTORY     - 20021028 GOOD             USACE
 FF2285  HISTORY     - 20030701 GOOD             EMCINC
 FF2285
 FF2285                          STATION DESCRIPTION
 FF2285
 FF2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FF2285'IN MEMPHIS, AT THE INTERSECTION OF U.S. HIGHWAY 61 (SOUTH 3RD STREET)
 FF2285'AND RAINS ROAD, 29.9 M (98.1 FT) EAST OF THE CENTER OF THE NORTHBOUND
 FF2285'LANES OF THE HIGHWAY, 23.4 M (76.8 FT) SOUTHEAST OF THE SOUTH CORNER
 FF2285'OF A BRIDGE SPANNING CYPRESS CREEK, 21.1 M (69.2 FT) NORTH OF THE
 FF2285'CENTERLINE OF THE ROAD, 11.4 M (37.4 FT) WEST OF A UTILITY POLE, 0.5
 FF2285'M (1.6 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 FF2285'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FF2285'LOGO CAP.
 FF2285
 FF2285                          STATION RECOVERY (1994)
 FF2285
 FF2285'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF2285'RECOVERED IN GOOD CONDITION.
 FF2285
 FF2285                          STATION RECOVERY (2002)
 FF2285
 FF2285'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2285'MARK IS NOW 5.0 FT W OF POWER POLE.
 FF2285
 FF2285                          STATION RECOVERY (2003)
 FF2285
 FF2285'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2285'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1202 ***********************************************************************
 FD1202  DESIGNATION -  C 31
 FD1202  PID         -  FD1202
 FD1202  STATE/COUNTY-  TN/PERRY
 FD1202  USGS QUAD   -  LINDEN (1968)
 FD1202
 FD1202                         *CURRENT SURVEY CONTROL
 FD1202  ___________________________________________________________________
 FD1202* NAD 83(1986)-  35 36 13.     (N)    087 50 27.     (W)     SCALED    
 FD1202* NAVD 88     -       148.667  (meters)     487.75   (feet)  ADJUSTED  
 FD1202  ___________________________________________________________________
 FD1202  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1202  DYNAMIC HT  -         148.532 (meters)     487.31  (feet)  COMP
 FD1202  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 FD1202
 FD1202  VERT ORDER  -  FIRST     CLASS II
 FD1202
 FD1202.The horizontal coordinates were scaled from a topographic map and have
 FD1202.an estimated accuracy of +/- 6 seconds.
 FD1202
 FD1202.The orthometric height was determined by differential leveling
 FD1202.and adjusted by the National Geodetic Survey in June 1991..
 FD1202
 FD1202.The geoid height was determined by GEOID03.
 FD1202
 FD1202.The dynamic height is computed by dividing the NAVD 88
 FD1202.geopotential number by the normal gravity value computed on the
 FD1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1202.degrees latitude (g = 980.6199 gals.).
 FD1202
 FD1202.The modeled gravity was interpolated from observed gravity values.
 FD1202
 FD1202;                    North         East    Units  Estimated Accuracy
 FD1202;SPC TN       -   142,510.      433,210.      MT  (+/- 180 meters Scaled)
 FD1202
 FD1202                          SUPERSEDED SURVEY CONTROL
 FD1202
 FD1202  NGVD 29 (??/??/92)  148.664  (m)          487.74   (f) ADJ UNCH    1 2
 FD1202
 FD1202.Superseded values are not recommended for survey control.
 FD1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1202.See file dsdata.txt to determine how the superseded data were derived.
 FD1202
 FD1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE238403(NAD 83)
 FD1202_MARKER: DB = BENCH MARK DISK
 FD1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1202_SP_SET: ABUTMENT
 FD1202_STAMPING: C 31 1934
 FD1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1202
 FD1202  HISTORY     - Date     Condition        Report By
 FD1202  HISTORY     - 1934     MONUMENTED       CGS
 FD1202  HISTORY     - 1949     GOOD             NGS
 FD1202
 FD1202                          STATION DESCRIPTION
 FD1202
 FD1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1202'1 MI S FROM LINDEN.
 FD1202'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAYS 13 AND 20 FROM THE
 FD1202'COURT HOUSE AT LINDEN, SET IN THE TOP OF THE EAST END OF THE LOWER
 FD1202'PART OF THE SOUTH CONCRETE ABUTMENT OF THE STEEL APPROACH TO THE
 FD1202'NARROW STEEL BRIDGE OVER BUFFALO RIVER, 1 FOOT NORTHEAST OF THE
 FD1202'SOUTH END OF THE EAST STEEL RAILING, 7 FEET EAST OF THE CENTER LINE
 FD1202'OF THE HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1482 ***********************************************************************
 FC1482  DESIGNATION -  C 32
 FC1482  PID         -  FC1482
 FC1482  STATE/COUNTY-  TN/WARREN
 FC1482  USGS QUAD   -  CENTERTOWN (1984)
 FC1482
 FC1482                         *CURRENT SURVEY CONTROL
 FC1482  ___________________________________________________________________
 FC1482* NAD 83(1986)-  35 42 55.     (N)    085 53 55.     (W)     SCALED    
 FC1482* NAVD 88     -       324.092  (meters)    1063.29   (feet)  ADJUSTED  
 FC1482  ___________________________________________________________________
 FC1482  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC1482  DYNAMIC HT  -         323.790 (meters)    1062.30  (feet)  COMP
 FC1482  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC1482
 FC1482  VERT ORDER  -  SECOND    CLASS 0
 FC1482
 FC1482.The horizontal coordinates were scaled from a topographic map and have
 FC1482.an estimated accuracy of +/- 6 seconds.
 FC1482
 FC1482.The orthometric height was determined by differential leveling
 FC1482.and adjusted by the National Geodetic Survey in June 1991..
 FC1482
 FC1482.The geoid height was determined by GEOID03.
 FC1482
 FC1482.The dynamic height is computed by dividing the NAVD 88
 FC1482.geopotential number by the normal gravity value computed on the
 FC1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1482.degrees latitude (g = 980.6199 gals.).
 FC1482
 FC1482.The modeled gravity was interpolated from observed gravity values.
 FC1482
 FC1482;                    North         East    Units  Estimated Accuracy
 FC1482;SPC TN       -   153,330.      609,170.      MT  (+/- 180 meters Scaled)
 FC1482
 FC1482                          SUPERSEDED SURVEY CONTROL
 FC1482
 FC1482.No superseded survey control is available for this station.
 FC1482
 FC1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE996529(NAD 83)
 FC1482_MARKER: DB = BENCH MARK DISK
 FC1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1482_STAMPING: C 32 1934
 FC1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1482+STABILITY: SURFACE MOTION
 FC1482
 FC1482  HISTORY     - Date     Condition        Report By
 FC1482  HISTORY     - 1934     MONUMENTED       CGS
 FC1482  HISTORY     - 1951     MARK NOT FOUND   USGS
 FC1482  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1482  HISTORY     - 20030208 POOR             TNDT
 FC1482
 FC1482                          STATION DESCRIPTION
 FC1482
 FC1482'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FC1482'1.5 MI E FROM CENTERTOWN.
 FC1482'1.5 MILES EAST ALONG STATE HIGHWAY 1 FROM AKERS GENERAL STORE AT
 FC1482'CENTERTOWN, WARREN COUNTY, 120 FEET EAST OF A WHITE HOUSE OWNED
 FC1482'IN 1935 BY C.A. TURNER, 40 FEET SOUTH OF THE CENTERLINE OF THE
 FC1482'HIGHWAY, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 FC1482'C 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1482
 FC1482                          STATION RECOVERY (2002)
 FC1482
 FC1482'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1482'MARK NOT FOUND.
 FC1482
 FC1482                          STATION RECOVERY (2003)
 FC1482
 FC1482'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1482'MARK WAS SEARCHED FOR, BUT NOT RECOVERED IN 2002. DURING A SUBSEQUENT
 FC1482'SEARCH ON THIS DATE, THE MARK WAS FOUND LYING IN A DITCH IN ITS
 FC1482'CONCRETE MOMUMENT ABOUT 75 METERS FROM IT ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0036 ***********************************************************************
 FD0036  DESIGNATION -  C 33
 FD0036  PID         -  FD0036
 FD0036  STATE/COUNTY-  TN/BEDFORD
 FD0036  USGS QUAD   -  WARTRACE (1980)
 FD0036
 FD0036                         *CURRENT SURVEY CONTROL
 FD0036  ___________________________________________________________________
 FD0036* NAD 83(1986)-  35 31 09.     (N)    086 21 50.     (W)     SCALED    
 FD0036* NAVD 88     -       259.166  (meters)     850.28   (feet)  ADJUSTED  
 FD0036  ___________________________________________________________________
 FD0036  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD0036  DYNAMIC HT  -         258.929 (meters)     849.50  (feet)  COMP
 FD0036  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 FD0036
 FD0036  VERT ORDER  -  SECOND    CLASS 0
 FD0036
 FD0036.The horizontal coordinates were scaled from a topographic map and have
 FD0036.an estimated accuracy of +/- 6 seconds.
 FD0036
 FD0036.The orthometric height was determined by differential leveling
 FD0036.and adjusted by the National Geodetic Survey in June 1991..
 FD0036
 FD0036.The geoid height was determined by GEOID03.
 FD0036
 FD0036.The dynamic height is computed by dividing the NAVD 88
 FD0036.geopotential number by the normal gravity value computed on the
 FD0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0036.degrees latitude (g = 980.6199 gals.).
 FD0036
 FD0036.The modeled gravity was interpolated from observed gravity values.
 FD0036
 FD0036;                    North         East    Units  Estimated Accuracy
 FD0036;SPC TN       -   131,630.      566,990.      MT  (+/- 180 meters Scaled)
 FD0036
 FD0036                          SUPERSEDED SURVEY CONTROL
 FD0036
 FD0036  NGVD 29 (??/??/92)  259.162  (m)          850.27   (f) ADJ UNCH    2 0
 FD0036
 FD0036.Superseded values are not recommended for survey control.
 FD0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0036.See file dsdata.txt to determine how the superseded data were derived.
 FD0036
 FD0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE576308(NAD 83)
 FD0036_MARKER: DB = BENCH MARK DISK
 FD0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0036_STAMPING: C 33 1934
 FD0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0036+STABILITY: SURFACE MOTION
 FD0036
 FD0036  HISTORY     - Date     Condition        Report By
 FD0036  HISTORY     - 1934     MONUMENTED       CGS
 FD0036  HISTORY     - 1935     GOOD             NGS
 FD0036
 FD0036                          STATION DESCRIPTION
 FD0036
 FD0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0036'2 MI W FROM WARTRACE.
 FD0036'2.0 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0036'RAILWAY FROM WARTRACE, BEDFORD COUNTY, 17-3/4 RAILS EAST OF
 FD0036'MILEPOST 2, 10 FEET WEST OF THE CROSSING OF A ROAD LEADING TO A
 FD0036'FIELD, 20.7 FEET NORTH OF THE NORTH RAIL, AND 1 FOOT INSIDE THE
 FD0036'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 33 1934 AND SET
 FD0036'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0233 ***********************************************************************
 FE0233  DESIGNATION -  C 35
 FE0233  PID         -  FE0233
 FE0233  STATE/COUNTY-  TN/HARDIN
 FE0233  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0233
 FE0233                         *CURRENT SURVEY CONTROL
 FE0233  ___________________________________________________________________
 FE0233* NAD 83(1986)-  35 14 33.     (N)    088 16 53.     (W)     SCALED    
 FE0233* NAVD 88     -       113.334  (meters)     371.83   (feet)  ADJUSTED  
 FE0233  ___________________________________________________________________
 FE0233  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0233  DYNAMIC HT  -         113.232 (meters)     371.50  (feet)  COMP
 FE0233  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 FE0233
 FE0233  VERT ORDER  -  FIRST     CLASS II
 FE0233
 FE0233.The horizontal coordinates were scaled from a topographic map and have
 FE0233.an estimated accuracy of +/- 6 seconds.
 FE0233
 FE0233.The orthometric height was determined by differential leveling
 FE0233.and adjusted by the National Geodetic Survey in June 1991..
 FE0233
 FE0233.The geoid height was determined by GEOID03.
 FE0233
 FE0233.The dynamic height is computed by dividing the NAVD 88
 FE0233.geopotential number by the normal gravity value computed on the
 FE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0233.degrees latitude (g = 980.6199 gals.).
 FE0233
 FE0233.The modeled gravity was interpolated from observed gravity values.
 FE0233
 FE0233;                    North         East    Units  Estimated Accuracy
 FE0233;SPC TN       -   103,290.      392,370.      MT  (+/- 180 meters Scaled)
 FE0233
 FE0233                          SUPERSEDED SURVEY CONTROL
 FE0233
 FE0233  NGVD 29 (??/??/??)  113.348  (m)          371.88   (f) ADJUSTED    1 2
 FE0233
 FE0233.Superseded values are not recommended for survey control.
 FE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0233.See file dsdata.txt to determine how the superseded data were derived.
 FE0233
 FE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE834006(NAD 83)
 FE0233_MARKER: DB = BENCH MARK DISK
 FE0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0233_STAMPING: 371.859 C 35 1934
 FE0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0233+STABILITY: SURFACE MOTION
 FE0233
 FE0233  HISTORY     - Date     Condition        Report By
 FE0233  HISTORY     - 1934     MONUMENTED       CGS
 FE0233  HISTORY     - 1949     GOOD             CGS
 FE0233
 FE0233                          STATION DESCRIPTION
 FE0233
 FE0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0233'2.2 MI W FROM SAVANNAH.
 FE0233'2.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE AT
 FE0233'SAVANNAH, HARDIN COUNTY, THENCE 1.2 MILES NORTH ALONG STATE
 FE0233'HIGHWAY 22, AT THE WEST END OF A ROW OF HEDGE BUSHES BETWEEN
 FE0233'TWO CULTIVATED FIELDS, 140 FEET WEST OF A LONE BLAZED FORKED
 FE0233'TREE IN THE HEDGEROW, 120 FEET SOUTHEAST ACROSS THE HIGHWAY
 FE0233'FROM A TRIANGULAR-BLAZED 8-INCH TREE, 30 FEET EAST OF THE
 FE0233'CENTERLINE OF THE HIGHWAY, IN LINE WITH THE ROW OF HEDGE BUSHES,
 FE0233'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET NORTH OF A
 FE0233'STEEL POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 FE0233'371.859 C 35 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0233'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0862 ***********************************************************************
 FD0862  DESIGNATION -  C 37
 FD0862  PID         -  FD0862
 FD0862  STATE/COUNTY-  TN/GILES
 FD0862  USGS QUAD   -  PULASKI (1984)
 FD0862
 FD0862                         *CURRENT SURVEY CONTROL
 FD0862  ___________________________________________________________________
 FD0862* NAD 83(1986)-  35 12 07.     (N)    087 03 21.     (W)     SCALED    
 FD0862* NAVD 88     -       210.278  (meters)     689.89   (feet)  ADJUSTED  
 FD0862  ___________________________________________________________________
 FD0862  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0862  DYNAMIC HT  -         210.080 (meters)     689.24  (feet)  COMP
 FD0862  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FD0862
 FD0862  VERT ORDER  -  SECOND    CLASS 0
 FD0862
 FD0862.The horizontal coordinates were scaled from a topographic map and have
 FD0862.an estimated accuracy of +/- 6 seconds.
 FD0862
 FD0862.The orthometric height was determined by differential leveling
 FD0862.and adjusted by the National Geodetic Survey in June 1991..
 FD0862
 FD0862.The geoid height was determined by GEOID03.
 FD0862
 FD0862.The dynamic height is computed by dividing the NAVD 88
 FD0862.geopotential number by the normal gravity value computed on the
 FD0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0862.degrees latitude (g = 980.6199 gals.).
 FD0862
 FD0862.The modeled gravity was interpolated from observed gravity values.
 FD0862
 FD0862;                    North         East    Units  Estimated Accuracy
 FD0862;SPC TN       -    96,890.      503,850.      MT  (+/- 180 meters Scaled)
 FD0862
 FD0862                          SUPERSEDED SURVEY CONTROL
 FD0862
 FD0862  NGVD 29 (??/??/92)  210.240  (m)          689.76   (f) ADJ UNCH    2 0
 FD0862
 FD0862.Superseded values are not recommended for survey control.
 FD0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0862.See file dsdata.txt to determine how the superseded data were derived.
 FD0862
 FD0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD949954(NAD 83)
 FD0862_MARKER: DB = BENCH MARK DISK
 FD0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0862_SP_SET: VIADUCT
 FD0862_STAMPING: C 37 1934
 FD0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0862
 FD0862  HISTORY     - Date     Condition        Report By
 FD0862  HISTORY     - 1934     MONUMENTED       CGS
 FD0862  HISTORY     - 1953     GOOD             TVA
 FD0862
 FD0862                          STATION DESCRIPTION
 FD0862
 FD0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0862'1.2 MI NW FROM PULASKI.
 FD0862'1.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0862'FROM THE STATION AT PULASKI, GILES COUNTY, IN THE TOP OF THE
 FD0862'SOUTHWEST CORNER OF THE CONCRETE VIADUCT OVER U.S. HIGHWAY 64,
 FD0862'20 FEET WEST OF THE CENTERLINE OF THE TRACK, 1 FOOT EAST OF THE
 FD0862'WEST FACE OF THE SOUTHWEST COLUMN, AND 1 FOOT NORTH OF THE
 FD0862'SOUTH FACE OF THE SOUTHWEST COLUMN.  A STANDARD DISK, STAMPED
 FD0862'C 37 1934.
 FD0862
 FD0862                          STATION RECOVERY (1953)
 FD0862
 FD0862'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1345 ***********************************************************************
 FC1345  DESIGNATION -  C 38
 FC1345  PID         -  FC1345
 FC1345  STATE/COUNTY-  TN/MARION
 FC1345  USGS QUAD   -  MONTEAGLE (1982)
 FC1345
 FC1345                         *CURRENT SURVEY CONTROL
 FC1345  ___________________________________________________________________
 FC1345* NAD 83(1986)-  35 12 30.     (N)    085 49 11.     (W)     SCALED    
 FC1345* NAVD 88     -       492.455  (meters)    1615.66   (feet)  ADJUSTED  
 FC1345  ___________________________________________________________________
 FC1345  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC1345  DYNAMIC HT  -         491.953 (meters)    1614.02  (feet)  COMP
 FC1345  MODELED GRAV-     979,600.5   (mgal)                       NAVD 88
 FC1345
 FC1345  VERT ORDER  -  SECOND    CLASS 0
 FC1345
 FC1345.The horizontal coordinates were scaled from a topographic map and have
 FC1345.an estimated accuracy of +/- 6 seconds.
 FC1345
 FC1345.The orthometric height was determined by differential leveling
 FC1345.and adjusted by the National Geodetic Survey in June 1991..
 FC1345
 FC1345.The geoid height was determined by GEOID03.
 FC1345
 FC1345.The dynamic height is computed by dividing the NAVD 88
 FC1345.geopotential number by the normal gravity value computed on the
 FC1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1345.degrees latitude (g = 980.6199 gals.).
 FC1345
 FC1345.The modeled gravity was interpolated from observed gravity values.
 FC1345
 FC1345;                    North         East    Units  Estimated Accuracy
 FC1345;SPC TN       -    97,100.      616,420.      MT  (+/- 180 meters Scaled)
 FC1345
 FC1345                          SUPERSEDED SURVEY CONTROL
 FC1345
 FC1345  NGVD 29 (??/??/92)  492.445  (m)         1615.63   (f) ADJ UNCH    2 0
 FC1345
 FC1345.Superseded values are not recommended for survey control.
 FC1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1345.See file dsdata.txt to determine how the superseded data were derived.
 FC1345
 FC1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD074967(NAD 83)
 FC1345_MARKER: DB = BENCH MARK DISK
 FC1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1345_STAMPING: C 38 1934
 FC1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1345+STABILITY: SURFACE MOTION
 FC1345
 FC1345  HISTORY     - Date     Condition        Report By
 FC1345  HISTORY     - 1934     MONUMENTED       CGS
 FC1345  HISTORY     - 1950     MARK NOT FOUND   NGS
 FC1345  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1345
 FC1345                          STATION DESCRIPTION
 FC1345
 FC1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1345'3 MI SE FROM MONTEAGLE.
 FC1345'IN MARION COUNTY, 3 MILES SOUTHEAST ALONG STATE HIGHWAY 2 FROM
 FC1345'MONTEAGLE, GRUNDY COUNTY, 25 FEET EAST OF A SIDE ROAD TO A COAL
 FC1345'MINE, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4
 FC1345'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 38
 FC1345'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK WAS
 FC1345'EITHER REMOVED OR COVERED BY NEW HIGHWAY CONSTRUCTION.
 FC1345
 FC1345                          STATION RECOVERY (1962)
 FC1345
 FC1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1170 ***********************************************************************
 FC1170  DESIGNATION -  C 39
 FC1170  PID         -  FC1170
 FC1170  STATE/COUNTY-  TN/HAMILTON
 FC1170  USGS QUAD   -  OOLTEWAH (1976)
 FC1170
 FC1170                         *CURRENT SURVEY CONTROL
 FC1170  ___________________________________________________________________
 FC1170* NAD 83(1986)-  35 04 15.     (N)    085 06 48.     (W)     SCALED    
 FC1170* NAVD 88     -       254.451  (meters)     834.81   (feet)  ADJUSTED  
 FC1170  ___________________________________________________________________
 FC1170  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC1170  DYNAMIC HT  -         254.197 (meters)     833.98  (feet)  COMP
 FC1170  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 FC1170
 FC1170  VERT ORDER  -  SECOND    CLASS 0
 FC1170
 FC1170.The horizontal coordinates were scaled from a topographic map and have
 FC1170.an estimated accuracy of +/- 6 seconds.
 FC1170
 FC1170.The orthometric height was determined by differential leveling
 FC1170.and adjusted by the National Geodetic Survey in June 1991..
 FC1170
 FC1170.The geoid height was determined by GEOID03.
 FC1170
 FC1170.The dynamic height is computed by dividing the NAVD 88
 FC1170.geopotential number by the normal gravity value computed on the
 FC1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1170.degrees latitude (g = 980.6199 gals.).
 FC1170
 FC1170.The modeled gravity was interpolated from observed gravity values.
 FC1170
 FC1170;                    North         East    Units  Estimated Accuracy
 FC1170;SPC TN       -    82,190.      680,870.      MT  (+/- 180 meters Scaled)
 FC1170
 FC1170                          SUPERSEDED SURVEY CONTROL
 FC1170
 FC1170  NGVD 29 (??/??/92)  254.466  (m)          834.86   (f) ADJ UNCH    2 0
 FC1170
 FC1170.Superseded values are not recommended for survey control.
 FC1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1170.See file dsdata.txt to determine how the superseded data were derived.
 FC1170
 FC1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD720825(NAD 83)
 FC1170_MARKER: DB = BENCH MARK DISK
 FC1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1170_STAMPING: C 39 1934
 FC1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1170+STABILITY: SURFACE MOTION
 FC1170
 FC1170  HISTORY     - Date     Condition        Report By
 FC1170  HISTORY     - 1934     MONUMENTED       CGS
 FC1170  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC1170  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1170
 FC1170                          STATION DESCRIPTION
 FC1170
 FC1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1170'2.5 MI E FROM TYNER.
 FC1170'2.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1170'TYNER, HAMILTON COUNTY, 15 FEET EAST OF THE STATION SIGN AT SUMMIT,
 FC1170'1,300 FEET EAST OF MILEPOST 230, AND 20 FEET NORTH OF THE TRACK.
 FC1170'A STANDARD DISK, STAMPED C 39 1934 AND SET IN THE TOP OF A CONCRETE
 FC1170'POST.
 FC1170
 FC1170                          STATION RECOVERY (1972)
 FC1170
 FC1170'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1194 ***********************************************************************
 FC1194  DESIGNATION -  C 4
 FC1194  PID         -  FC1194
 FC1194  STATE/COUNTY-  TN/HAMILTON
 FC1194  USGS QUAD   -  CHATTANOOGA (1976)
 FC1194
 FC1194                         *CURRENT SURVEY CONTROL
 FC1194  ___________________________________________________________________
 FC1194* NAD 83(1986)-  35 01 04.     (N)    085 19 59.     (W)     SCALED    
 FC1194* NAVD 88     -       203.610  (meters)     668.01   (feet)  ADJUSTED  
 FC1194  ___________________________________________________________________
 FC1194  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FC1194  DYNAMIC HT  -         203.408 (meters)     667.35  (feet)  COMP
 FC1194  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 FC1194
 FC1194  VERT ORDER  -  FIRST     CLASS II
 FC1194
 FC1194.The horizontal coordinates were scaled from a topographic map and have
 FC1194.an estimated accuracy of +/- 6 seconds.
 FC1194
 FC1194.The orthometric height was determined by differential leveling
 FC1194.and adjusted by the National Geodetic Survey in June 1991..
 FC1194
 FC1194.The geoid height was determined by GEOID03.
 FC1194
 FC1194.The dynamic height is computed by dividing the NAVD 88
 FC1194.geopotential number by the normal gravity value computed on the
 FC1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1194.degrees latitude (g = 980.6199 gals.).
 FC1194
 FC1194.The modeled gravity was interpolated from observed gravity values.
 FC1194
 FC1194;                    North         East    Units  Estimated Accuracy
 FC1194;SPC TN       -    76,150.      660,870.      MT  (+/- 180 meters Scaled)
 FC1194
 FC1194                          SUPERSEDED SURVEY CONTROL
 FC1194
 FC1194  NGVD 29 (??/??/92)  203.631  (m)          668.08   (f) ADJ UNCH    1 2
 FC1194
 FC1194.Superseded values are not recommended for survey control.
 FC1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1194.See file dsdata.txt to determine how the superseded data were derived.
 FC1194
 FC1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD520762(NAD 83)
 FC1194_MARKER: DD = SURVEY DISK
 FC1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1194_SP_SET: BRIDGE
 FC1194_STAMPING: C 4
 FC1194_MARK LOGO: USE   
 FC1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1194
 FC1194  HISTORY     - Date     Condition        Report By
 FC1194  HISTORY     - UNK      MONUMENTED       DOD
 FC1194  HISTORY     - 1950     GOOD             NGS
 FC1194  HISTORY     - 1962     GOOD             NGS
 FC1194  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1194
 FC1194                          STATION DESCRIPTION
 FC1194
 FC1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1194'2.3 MI SW FROM CHATTANOOGA.
 FC1194'ABOUT 2.3 MILES SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN
 FC1194'RAILROAD FROM ROSSVILLE AVENUE VIADUCT AT CHATTANOOGA, SET IN
 FC1194'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE NASHVILLE,
 FC1194'CHATTANOOGA AND ST. LOUIS RAILWAY BRIDGE OVER CHATTANOOGA
 FC1194'CREEK, 6 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK
 FC1194'OF THE N.C. AND ST. LOUIS RAILWAY TRACK AND ABOUT 1 1/2 FEET
 FC1194'BELOW THE TRACK.
 FC1194
 FC1194                          STATION RECOVERY (1962)
 FC1194
 FC1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1194'RECOVERED IN GOOD CONDITION.
 FC1194
 FC1194                          STATION RECOVERY (1983)
 FC1194
 FC1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1194'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1136 ***********************************************************************
 FC1136  DESIGNATION -  C 40
 FC1136  PID         -  FC1136
 FC1136  STATE/COUNTY-  TN/HAMILTON
 FC1136  USGS QUAD   -  CHATTANOOGA (1976)
 FC1136
 FC1136                         *CURRENT SURVEY CONTROL
 FC1136  ___________________________________________________________________
 FC1136* NAD 83(1986)-  35 03 42.     (N)    085 18 32.     (W)     SCALED    
 FC1136* NAVD 88     -       208.601  (meters)     684.39   (feet)  ADJUSTED  
 FC1136  ___________________________________________________________________
 FC1136  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1136  DYNAMIC HT  -         208.394 (meters)     683.71  (feet)  COMP
 FC1136  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 FC1136
 FC1136  VERT ORDER  -  SECOND    CLASS 0
 FC1136
 FC1136.The horizontal coordinates were scaled from a topographic map and have
 FC1136.an estimated accuracy of +/- 6 seconds.
 FC1136
 FC1136.The orthometric height was determined by differential leveling
 FC1136.and adjusted by the National Geodetic Survey in June 1991..
 FC1136
 FC1136.The geoid height was determined by GEOID03.
 FC1136
 FC1136.The dynamic height is computed by dividing the NAVD 88
 FC1136.geopotential number by the normal gravity value computed on the
 FC1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1136.degrees latitude (g = 980.6199 gals.).
 FC1136
 FC1136.The modeled gravity was interpolated from observed gravity values.
 FC1136
 FC1136;                    North         East    Units  Estimated Accuracy
 FC1136;SPC TN       -    81,030.      663,050.      MT  (+/- 180 meters Scaled)
 FC1136
 FC1136                          SUPERSEDED SURVEY CONTROL
 FC1136
 FC1136  NGVD 29 (??/??/92)  208.638  (m)          684.51   (f) ADJ UNCH    2 0
 FC1136
 FC1136.Superseded values are not recommended for survey control.
 FC1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1136.See file dsdata.txt to determine how the superseded data were derived.
 FC1136
 FC1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD542811(NAD 83)
 FC1136_MARKER: DB = BENCH MARK DISK
 FC1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1136_SP_SET: CONC WALK
 FC1136_STAMPING: C 40 1934
 FC1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1136+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 FC1136
 FC1136  HISTORY     - Date     Condition        Report By
 FC1136  HISTORY     - 1934     MONUMENTED       CGS
 FC1136  HISTORY     - 1984     GOOD             USPSQD
 FC1136  HISTORY     - 1989     GOOD             USPSQD
 FC1136  HISTORY     - 20050321 GOOD             INDIV
 FC1136
 FC1136                          STATION DESCRIPTION
 FC1136
 FC1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1136'AT CHATTANOOGA.
 FC1136'AT CHATTANOOGA, HAMILTON COUNTY, AT THE NORTHWEST CORNER OF
 FC1136'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER, 6 INCHES EAST
 FC1136'OF THE GUARDRAIL, AND IN THE CONCRETE WALK.  A STANDARD DISK,
 FC1136'STAMPED C 40 1934.
 FC1136
 FC1136                          STATION RECOVERY (1984)
 FC1136
 FC1136'RECOVERY NOTE BY US POWER SQUADRON 1984
 FC1136'RECOVERED IN GOOD CONDITION.
 FC1136
 FC1136                          STATION RECOVERY (1989)
 FC1136
 FC1136'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1136'RECOVERED IN GOOD CONDITION.
 FC1136
 FC1136                          STATION RECOVERY (2005)
 FC1136
 FC1136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SWC)
 FC1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1188 ***********************************************************************
 FC1188  DESIGNATION -  C 41
 FC1188  PID         -  FC1188
 FC1188  STATE/COUNTY-  TN/HAMILTON
 FC1188  USGS QUAD   -  CHATTANOOGA (1976)
 FC1188
 FC1188                         *CURRENT SURVEY CONTROL
 FC1188  ___________________________________________________________________
 FC1188* NAD 83(1986)-  35 01 32.     (N)    085 18 10.     (W)     SCALED    
 FC1188* NAVD 88     -       202.601  (meters)     664.70   (feet)  ADJUSTED  
 FC1188  ___________________________________________________________________
 FC1188  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1188  DYNAMIC HT  -         202.400 (meters)     664.04  (feet)  COMP
 FC1188  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 FC1188
 FC1188  VERT ORDER  -  FIRST     CLASS II
 FC1188
 FC1188.The horizontal coordinates were scaled from a topographic map and have
 FC1188.an estimated accuracy of +/- 6 seconds.
 FC1188
 FC1188.The orthometric height was determined by differential leveling
 FC1188.and adjusted by the National Geodetic Survey in June 1991..
 FC1188.WARNING-Repeat measurements at this control monument indicate possible
 FC1188.vertical movement.
 FC1188
 FC1188.The geoid height was determined by GEOID03.
 FC1188
 FC1188.The dynamic height is computed by dividing the NAVD 88
 FC1188.geopotential number by the normal gravity value computed on the
 FC1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1188.degrees latitude (g = 980.6199 gals.).
 FC1188
 FC1188.The modeled gravity was interpolated from observed gravity values.
 FC1188
 FC1188;                    North         East    Units  Estimated Accuracy
 FC1188;SPC TN       -    77,030.      663,630.      MT  (+/- 180 meters Scaled)
 FC1188
 FC1188                          SUPERSEDED SURVEY CONTROL
 FC1188
 FC1188  NGVD 29 (??/??/92)  202.635  (m)          664.81   (f) ADJ UNCH    1 2
 FC1188
 FC1188.Superseded values are not recommended for survey control.
 FC1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1188.See file dsdata.txt to determine how the superseded data were derived.
 FC1188
 FC1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD548771(NAD 83)
 FC1188_MARKER: DB = BENCH MARK DISK
 FC1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1188_STAMPING: C 41 1934
 FC1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1188+STABILITY: SURFACE MOTION
 FC1188
 FC1188  HISTORY     - Date     Condition        Report By
 FC1188  HISTORY     - 1934     MONUMENTED       CGS
 FC1188  HISTORY     - 1950     GOOD             NGS
 FC1188  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1188
 FC1188                          STATION DESCRIPTION
 FC1188
 FC1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1188'AT CHATTANOOGA.
 FC1188'AT CHATTANOOGA, ABOUT 0.15 MILE SOUTH ALONG THE ALABAMA GREAT
 FC1188'SOUTHERN RAILWAY FROM THE ROSSVILLE AVENUE VIADUCT, AT THE
 FC1188'CROSSING OF 23RD STREET, AT THE INTERSECTION OF THE CENTRAL OF
 FC1188'GEORGIA RAILWAY, 127 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 FC1188'OF 23RD STREET AND SOUTH BOUND TRACK OF AGS RY., 125 FEET
 FC1188'SOUTH OF THE CENTER LINE OF 23RD STREET, 30 FEET WEST OF THE
 FC1188'WEST RAIL OF SOUTH BOUND TRACK OF A.G.S. RY., 21 1/2 FEET EAST
 FC1188'OF THE NORTH ONE OF TWO SWITCH STANDS ABOUT 12 FEET APART,
 FC1188'22 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BATTERY BOX,
 FC1188'7 1/2 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A T.V.A.
 FC1188'STEEL WITNESS POST, 1 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 FC1188'OF A CONCRETE POST ABOUT 12 INCHES UNDERGROUND.
 FC1188
 FC1188                          STATION RECOVERY (1962)
 FC1188
 FC1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0971 ***********************************************************************
 FC0971  DESIGNATION -  C 42
 FC0971  PID         -  FC0971
 FC0971  STATE/COUNTY-  TN/BLEDSOE
 FC0971  USGS QUAD   -  BROCKDELL (1989)
 FC0971
 FC0971                         *CURRENT SURVEY CONTROL
 FC0971  ___________________________________________________________________
 FC0971* NAD 83(1986)-  35 33 15.     (N)    085 15 09.     (W)     SCALED    
 FC0971* NAVD 88     -       258.197  (meters)     847.10   (feet)  ADJUSTED  
 FC0971  ___________________________________________________________________
 FC0971  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FC0971  DYNAMIC HT  -         257.954 (meters)     846.30  (feet)  COMP
 FC0971  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 FC0971
 FC0971  VERT ORDER  -  SECOND    CLASS 0
 FC0971
 FC0971.The horizontal coordinates were scaled from a topographic map and have
 FC0971.an estimated accuracy of +/- 6 seconds.
 FC0971
 FC0971.The orthometric height was determined by differential leveling
 FC0971.and adjusted by the National Geodetic Survey in June 1991..
 FC0971
 FC0971.The geoid height was determined by GEOID03.
 FC0971
 FC0971.The dynamic height is computed by dividing the NAVD 88
 FC0971.geopotential number by the normal gravity value computed on the
 FC0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0971.degrees latitude (g = 980.6199 gals.).
 FC0971
 FC0971.The modeled gravity was interpolated from observed gravity values.
 FC0971
 FC0971;                    North         East    Units  Estimated Accuracy
 FC0971;SPC TN       -   135,710.      667,770.      MT  (+/- 180 meters Scaled)
 FC0971
 FC0971                          SUPERSEDED SURVEY CONTROL
 FC0971
 FC0971  NGVD 29 (??/??/92)  258.245  (m)          847.26   (f) ADJ UNCH    2 0
 FC0971
 FC0971.Superseded values are not recommended for survey control.
 FC0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0971.See file dsdata.txt to determine how the superseded data were derived.
 FC0971
 FC0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE583359(NAD 83)
 FC0971_MARKER: DB = BENCH MARK DISK
 FC0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0971_STAMPING: C 42 1934
 FC0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0971+STABILITY: SURFACE MOTION
 FC0971
 FC0971  HISTORY     - Date     Condition        Report By
 FC0971  HISTORY     - 1934     MONUMENTED       CGS
 FC0971  HISTORY     - 1952     GOOD             NGS
 FC0971
 FC0971                          STATION DESCRIPTION
 FC0971
 FC0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC0971'AT LEES.
 FC0971'AT LEES, BLEDSOE COUNTY, 135 FEET SOUTH OF THE NASHVILLE,
 FC0971'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 30 FEET SOUTHWEST
 FC0971'OF A RAILWAY DWELLING, 35 FEET EAST OF THE TRACK, AND 1 FOOT
 FC0971'WEST OF A FENCE.  A STANDARD DISK, STAMPED C 42 1934 AND SET
 FC0971'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1016 ***********************************************************************
 FC1016  DESIGNATION -  C 43
 FC1016  PID         -  FC1016
 FC1016  STATE/COUNTY-  TN/WHITE
 FC1016  USGS QUAD   -  BALD KNOB (1979)
 FC1016
 FC1016                         *CURRENT SURVEY CONTROL
 FC1016  ___________________________________________________________________
 FC1016* NAD 83(1986)-  35 49 13.     (N)    085 28 51.     (W)     SCALED    
 FC1016* NAVD 88     -       250.386  (meters)     821.47   (feet)  ADJUSTED  
 FC1016  ___________________________________________________________________
 FC1016  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1016  DYNAMIC HT  -         250.160 (meters)     820.73  (feet)  COMP
 FC1016  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 FC1016
 FC1016  VERT ORDER  -  SECOND    CLASS 0
 FC1016
 FC1016.The horizontal coordinates were scaled from a topographic map and have
 FC1016.an estimated accuracy of +/- 6 seconds.
 FC1016
 FC1016.The orthometric height was determined by differential leveling
 FC1016.and adjusted by the National Geodetic Survey in June 1991..
 FC1016
 FC1016.The geoid height was determined by GEOID03.
 FC1016
 FC1016.The dynamic height is computed by dividing the NAVD 88
 FC1016.geopotential number by the normal gravity value computed on the
 FC1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1016.degrees latitude (g = 980.6199 gals.).
 FC1016
 FC1016.The modeled gravity was interpolated from observed gravity values.
 FC1016
 FC1016;                    North         East    Units  Estimated Accuracy
 FC1016;SPC TN       -   165,100.      646,910.      MT  (+/- 180 meters Scaled)
 FC1016
 FC1016                          SUPERSEDED SURVEY CONTROL
 FC1016
 FC1016  NGVD 29 (??/??/92)  250.446  (m)          821.67   (f) ADJ UNCH    2 0
 FC1016
 FC1016.Superseded values are not recommended for survey control.
 FC1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1016.See file dsdata.txt to determine how the superseded data were derived.
 FC1016
 FC1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE372650(NAD 83)
 FC1016_MARKER: DB = BENCH MARK DISK
 FC1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1016_STAMPING: C 43 1934
 FC1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1016+STABILITY: SURFACE MOTION
 FC1016
 FC1016  HISTORY     - Date     Condition        Report By
 FC1016  HISTORY     - 1934     MONUMENTED       CGS
 FC1016  HISTORY     - 1958     GOOD             NGS
 FC1016  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1016
 FC1016                          STATION DESCRIPTION
 FC1016
 FC1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FC1016'3.2 MI SE FROM DOYLE.
 FC1016'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM DOYLE, WHITE
 FC1016'COUNTY, 75 FEET NORTHEAST OF THE BRIDGE OVER CANEY FORK RIVER, 30
 FC1016'FEET SOUTHWEST OF A GATE, 24 FEET SOUTH OF THE CENTERLINE OF
 FC1016'THE HIGHWAY, AND 3 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 FC1016'C 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1016
 FC1016                          STATION RECOVERY (2002)
 FC1016
 FC1016'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1042 ***********************************************************************
 FC1042  DESIGNATION -  C 44
 FC1042  PID         -  FC1042
 FC1042  STATE/COUNTY-  TN/BLEDSOE
 FC1042  USGS QUAD   -  PIKEVILLE (1977)
 FC1042
 FC1042                         *CURRENT SURVEY CONTROL
 FC1042  ___________________________________________________________________
 FC1042* NAD 83(1986)-  35 34 34.     (N)    085 09 26.     (W)     SCALED    
 FC1042* NAVD 88     -       354.891  (meters)    1164.34   (feet)  ADJUSTED  
 FC1042  ___________________________________________________________________
 FC1042  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FC1042  DYNAMIC HT  -         354.546 (meters)    1163.21  (feet)  COMP
 FC1042  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC1042
 FC1042  VERT ORDER  -  SECOND    CLASS 0
 FC1042
 FC1042.The horizontal coordinates were scaled from a topographic map and have
 FC1042.an estimated accuracy of +/- 6 seconds.
 FC1042
 FC1042.The orthometric height was determined by differential leveling
 FC1042.and adjusted by the National Geodetic Survey in June 1991..
 FC1042
 FC1042.The geoid height was determined by GEOID03.
 FC1042
 FC1042.The dynamic height is computed by dividing the NAVD 88
 FC1042.geopotential number by the normal gravity value computed on the
 FC1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1042.degrees latitude (g = 980.6199 gals.).
 FC1042
 FC1042.The modeled gravity was interpolated from observed gravity values.
 FC1042
 FC1042;                    North         East    Units  Estimated Accuracy
 FC1042;SPC TN       -   138,210.      676,390.      MT  (+/- 180 meters Scaled)
 FC1042
 FC1042                          SUPERSEDED SURVEY CONTROL
 FC1042
 FC1042  NGVD 29 (??/??/92)  354.941  (m)         1164.50   (f) ADJ UNCH    2 0
 FC1042
 FC1042.Superseded values are not recommended for survey control.
 FC1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1042.See file dsdata.txt to determine how the superseded data were derived.
 FC1042
 FC1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE669384(NAD 83)
 FC1042_MARKER: DB = BENCH MARK DISK
 FC1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1042_SP_SET: CULVERT
 FC1042_STAMPING: C 44 1934
 FC1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1042
 FC1042  HISTORY     - Date     Condition        Report By
 FC1042  HISTORY     - 1934     MONUMENTED       CGS
 FC1042
 FC1042                          STATION DESCRIPTION
 FC1042
 FC1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1042'3.4 MI E FROM PIKEVILLE.
 FC1042'3.4 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1042'COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE HEADWALL, 12
 FC1042'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 FC1042'THE HIGHWAY.  A STANDARD DISK, STAMPED C 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2285 ***********************************************************************
 GA2285  DESIGNATION -  C 46
 GA2285  PID         -  GA2285
 GA2285  STATE/COUNTY-  TN/CLAIBORNE
 GA2285  USGS QUAD   -  TAZEWELL (1971)
 GA2285
 GA2285                         *CURRENT SURVEY CONTROL
 GA2285  ___________________________________________________________________
 GA2285* NAD 83(1986)-  36 24 57.     (N)    083 35 24.     (W)     SCALED    
 GA2285* NAVD 88     -       391.818  (meters)    1285.49   (feet)  POSTED    
 GA2285  ___________________________________________________________________
 GA2285  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2285  DYNAMIC HT  -         391.460 (meters)    1284.32  (feet)  COMP
 GA2285  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 GA2285
 GA2285  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GA2285
 GA2285.The horizontal coordinates were scaled from a topographic map and have
 GA2285.an estimated accuracy of +/- 6 seconds.
 GA2285
 GA2285.The orthometric height was determined by differential leveling
 GA2285.and adjusted by the National Geodetic Survey in 1992..
 GA2285.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GA2285.rate greater than 8.0 mm/km.
 GA2285
 GA2285.The geoid height was determined by GEOID03.
 GA2285
 GA2285.The dynamic height is computed by dividing the NAVD 88
 GA2285.geopotential number by the normal gravity value computed on the
 GA2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2285.degrees latitude (g = 980.6199 gals.).
 GA2285
 GA2285.The modeled gravity was interpolated from observed gravity values.
 GA2285
 GA2285;                    North         East    Units  Estimated Accuracy
 GA2285;SPC TN       -   233,720.      816,130.      MT  (+/- 180 meters Scaled)
 GA2285
 GA2285                          SUPERSEDED SURVEY CONTROL
 GA2285
 GA2285  NGVD 29 (??/??/92)  391.920  (m)         1285.82   (f) ADJ UNCH    2 0
 GA2285
 GA2285.Superseded values are not recommended for survey control.
 GA2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2285.See file dsdata.txt to determine how the superseded data were derived.
 GA2285
 GA2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA677331(NAD 83)
 GA2285_MARKER: DB = BENCH MARK DISK
 GA2285_SETTING: 66 = SET IN ROCK OUTCROP
 GA2285_SP_SET: ROCK LEDGE
 GA2285_STAMPING: C 46 1934
 GA2285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2285+STABILITY: POSITION/ELEVATION WELL
 GA2285
 GA2285  HISTORY     - Date     Condition        Report By
 GA2285  HISTORY     - 1934     MONUMENTED       CGS
 GA2285  HISTORY     - 1950     GOOD             NGS
 GA2285
 GA2285                          STATION DESCRIPTION
 GA2285
 GA2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2285'2 MI NW FROM LONE MOUNTAIN.
 GA2285'2.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2285'AT LONE MOUNTAIN, CLAIBORNE COUNTY, 364 FEET NORTHEAST OF
 GA2285'TRESTLE 46.3, 9.9 FEET NORTHWEST OF THE NORTHWEST RAIL, 23
 GA2285'FEET NORTHEAST OF A PAINTED CLUMP OF OAK SPROUTS, 105.2 FEET
 GA2285'SOUTHWEST OF A NAIL AND BOTTLE CAP IN A TELEPHONE POLE, 19.1
 GA2285'FEET NORTH OF A PAINTED X ON THE SHARP POINT OF A ROCK LEDGE,
 GA2285'14.4 FEET SOUTHWEST OF A PAINTED CROSS ON THE SHARP POINT OF A
 GA2285'ROCK LEDGE, AND IN BEDROCK.  A STANDARD DISK, STAMPED C 46 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1721 ***********************************************************************
 FB1721  DESIGNATION -  C 47
 FB1721  PID         -  FB1721
 FB1721  STATE/COUNTY-  TN/KNOX
 FB1721  USGS QUAD   -  KNOXVILLE (1978)
 FB1721
 FB1721                         *CURRENT SURVEY CONTROL
 FB1721  ___________________________________________________________________
 FB1721* NAD 83(1986)-  35 57 18.     (N)    083 55 01.     (W)     SCALED    
 FB1721* NAVD 88     -       273.686  (meters)     897.92   (feet)  ADJUSTED  
 FB1721  ___________________________________________________________________
 FB1721  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1721  DYNAMIC HT  -         273.435 (meters)     897.09  (feet)  COMP
 FB1721  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 FB1721
 FB1721  VERT ORDER  -  FIRST     CLASS II
 FB1721
 FB1721.The horizontal coordinates were scaled from a topographic map and have
 FB1721.an estimated accuracy of +/- 6 seconds.
 FB1721
 FB1721.The orthometric height was determined by differential leveling
 FB1721.and adjusted by the National Geodetic Survey in June 1991..
 FB1721
 FB1721.The geoid height was determined by GEOID03.
 FB1721
 FB1721.The dynamic height is computed by dividing the NAVD 88
 FB1721.geopotential number by the normal gravity value computed on the
 FB1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1721.degrees latitude (g = 980.6199 gals.).
 FB1721
 FB1721.The modeled gravity was interpolated from observed gravity values.
 FB1721
 FB1721;                    North         East    Units  Estimated Accuracy
 FB1721;SPC TN       -   181,920.      787,900.      MT  (+/- 180 meters Scaled)
 FB1721
 FB1721                          SUPERSEDED SURVEY CONTROL
 FB1721
 FB1721  NGVD 29 (12/12/91)  273.821  (m)          898.36   (f) ADJUSTED    1 2
 FB1721
 FB1721.Superseded values are not recommended for survey control.
 FB1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1721.See file dsdata.txt to determine how the superseded data were derived.
 FB1721
 FB1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV369828(NAD 83)
 FB1721_MARKER: DB = BENCH MARK DISK
 FB1721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1721_SP_SET: SIDEWALK
 FB1721_STAMPING: C 47 1934
 FB1721_MARK LOGO: CGS   
 FB1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1721
 FB1721  HISTORY     - Date     Condition        Report By
 FB1721  HISTORY     - 1934     MONUMENTED       CGS
 FB1721  HISTORY     - 1950     GOOD             NGS
 FB1721  HISTORY     - 1983     GOOD             NGS
 FB1721
 FB1721                          STATION DESCRIPTION
 FB1721
 FB1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1721'IN KNOXVILLE.
 FB1721'AT KNOXVILLE, 8 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 FB1721'HENLEY STREET BRIDGE, AT THE SOUTHWEST SIDE OF THE STREET, 4
 FB1721'INCHES FROM THE BANISTER, AND IN THE CONCRETE SIDEWALK.  A
 FB1721'STANDARD DISK, STAMPED C 47 1934.
 FB1721
 FB1721                          STATION RECOVERY (1983)
 FB1721
 FB1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1678 ***********************************************************************
 GB1678  DESIGNATION -  C 48
 GB1678  PID         -  GB1678
 GB1678  STATE/COUNTY-  TN/FENTRESS
 GB1678  USGS QUAD   -  CLARKRANGE (1974)
 GB1678
 GB1678                         *CURRENT SURVEY CONTROL
 GB1678  ___________________________________________________________________
 GB1678* NAD 83(1986)-  36 10 13.     (N)    085 01 41.     (W)     SCALED    
 GB1678* NAVD 88     -       476.464  (meters)    1563.20   (feet)  ADJUSTED  
 GB1678  ___________________________________________________________________
 GB1678  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GB1678  DYNAMIC HT  -         476.034 (meters)    1561.79  (feet)  COMP
 GB1678  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 GB1678
 GB1678  VERT ORDER  -  SECOND    CLASS 0
 GB1678
 GB1678.The horizontal coordinates were scaled from a topographic map and have
 GB1678.an estimated accuracy of +/- 6 seconds.
 GB1678
 GB1678.The orthometric height was determined by differential leveling
 GB1678.and adjusted by the National Geodetic Survey in June 1991..
 GB1678
 GB1678.The geoid height was determined by GEOID03.
 GB1678
 GB1678.The dynamic height is computed by dividing the NAVD 88
 GB1678.geopotential number by the normal gravity value computed on the
 GB1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1678.degrees latitude (g = 980.6199 gals.).
 GB1678
 GB1678.The modeled gravity was interpolated from observed gravity values.
 GB1678
 GB1678;                    North         East    Units  Estimated Accuracy
 GB1678;SPC TN       -   204,240.      687,440.      MT  (+/- 180 meters Scaled)
 GB1678
 GB1678                          SUPERSEDED SURVEY CONTROL
 GB1678
 GB1678  NGVD 29 (??/??/92)  476.542  (m)         1563.45   (f) ADJ UNCH    2 0
 GB1678
 GB1678.Superseded values are not recommended for survey control.
 GB1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1678.See file dsdata.txt to determine how the superseded data were derived.
 GB1678
 GB1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF773046(NAD 83)
 GB1678_MARKER: DB = BENCH MARK DISK
 GB1678_SETTING: 66 = SET IN ROCK OUTCROP
 GB1678_SP_SET: BEDROCK LEDGE
 GB1678_STAMPING: C 48 1934
 GB1678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1678+STABILITY: POSITION/ELEVATION WELL
 GB1678
 GB1678  HISTORY     - Date     Condition        Report By
 GB1678  HISTORY     - 1934     MONUMENTED       CGS
 GB1678
 GB1678                          STATION DESCRIPTION
 GB1678
 GB1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1678'1.7 MI S FROM CLARKRANGE.
 GB1678'1.7 MILES SOUTH ALONG STATE HIGHWAY 28 FROM CLARKRANGE, FENTRESS
 GB1678'COUNTY, 100 FEET EAST OF THE BRIDGE OVER CLEAR CREEK, IN A VALLEY,
 GB1678'100 FEET EAST OF THE CUMBERLAND-FENTRESS COUNTY LINE, 30 FEET
 GB1678'NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A BEDROCK
 GB1678'LEDGE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GB1678'STAMPED C 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0987 ***********************************************************************
 GB0987  DESIGNATION -  C 49
 GB0987  PID         -  GB0987
 GB0987  STATE/COUNTY-  TN/MORGAN
 GB0987  USGS QUAD   -  RUGBY (1984)
 GB0987
 GB0987                         *CURRENT SURVEY CONTROL
 GB0987  ___________________________________________________________________
 GB0987* NAD 83(1986)-  36 17 05.     (N)    084 41 36.     (W)     SCALED    
 GB0987* NAVD 88     -       439.005  (meters)    1440.30   (feet)  ADJUSTED  
 GB0987  ___________________________________________________________________
 GB0987  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB0987  DYNAMIC HT  -         438.624 (meters)    1439.05  (feet)  COMP
 GB0987  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 GB0987
 GB0987  VERT ORDER  -  SECOND    CLASS 0
 GB0987
 GB0987.The horizontal coordinates were scaled from a topographic map and have
 GB0987.an estimated accuracy of +/- 6 seconds.
 GB0987
 GB0987.The orthometric height was determined by differential leveling
 GB0987.and adjusted by the National Geodetic Survey in June 1991..
 GB0987
 GB0987.The geoid height was determined by GEOID03.
 GB0987
 GB0987.The dynamic height is computed by dividing the NAVD 88
 GB0987.geopotential number by the normal gravity value computed on the
 GB0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0987.degrees latitude (g = 980.6199 gals.).
 GB0987
 GB0987.The modeled gravity was interpolated from observed gravity values.
 GB0987
 GB0987;                    North         East    Units  Estimated Accuracy
 GB0987;SPC TN       -   217,290.      717,380.      MT  (+/- 180 meters Scaled)
 GB0987
 GB0987                          SUPERSEDED SURVEY CONTROL
 GB0987
 GB0987  NGVD 29 (??/??/92)  439.116  (m)         1440.67   (f) ADJ UNCH    2 0
 GB0987
 GB0987.Superseded values are not recommended for survey control.
 GB0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0987.See file dsdata.txt to determine how the superseded data were derived.
 GB0987
 GB0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF071179(NAD 83)
 GB0987_MARKER: DB = BENCH MARK DISK
 GB0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0987_STAMPING: C 49 1934
 GB0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0987+STABILITY: SURFACE MOTION
 GB0987
 GB0987  HISTORY     - Date     Condition        Report By
 GB0987  HISTORY     - 1934     MONUMENTED       CGS
 GB0987
 GB0987                          STATION DESCRIPTION
 GB0987
 GB0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0987'4 MI NW FROM SUNBRIGHT.
 GB0987'4.0 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0987'SUNBRIGHT, MORGAN COUNTY, IN FRONT OF THE SCHOOL AT PLEASANT
 GB0987'RIDGE, 18 FEET NORTH OF A WELL, AND ABOUT 45 FEET NORTH OF THE
 GB0987'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 49 1934
 GB0987'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1405 ***********************************************************************
 GC1405  DESIGNATION -  C 4=PTS 3
 GC1405  PID         -  GC1405
 GC1405  STATE/COUNTY-  TN/CHEATHAM
 GC1405  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1405
 GC1405                         *CURRENT SURVEY CONTROL
 GC1405  ___________________________________________________________________
 GC1405* NAD 83(1986)-  36 18 58.     (N)    087 11 24.     (W)     SCALED    
 GC1405* NAVD 88     -       123.524  (meters)     405.26   (feet)  ADJUSTED  
 GC1405  ___________________________________________________________________
 GC1405  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC1405  DYNAMIC HT  -         123.421 (meters)     404.92  (feet)  COMP
 GC1405  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GC1405
 GC1405  VERT ORDER  -  FIRST     CLASS II
 GC1405
 GC1405.The horizontal coordinates were scaled from a topographic map and have
 GC1405.an estimated accuracy of +/- 6 seconds.
 GC1405
 GC1405.The orthometric height was determined by differential leveling
 GC1405.and adjusted by the National Geodetic Survey in June 1991..
 GC1405
 GC1405.The geoid height was determined by GEOID03.
 GC1405
 GC1405.The dynamic height is computed by dividing the NAVD 88
 GC1405.geopotential number by the normal gravity value computed on the
 GC1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1405.degrees latitude (g = 980.6199 gals.).
 GC1405
 GC1405.The modeled gravity was interpolated from observed gravity values.
 GC1405
 GC1405;                    North         East    Units  Estimated Accuracy
 GC1405;SPC TN       -   220,640.      493,140.      MT  (+/- 180 meters Scaled)
 GC1405
 GC1405                          SUPERSEDED SURVEY CONTROL
 GC1405
 GC1405  NGVD 29 (??/??/92)  123.582  (m)          405.45   (f) ADJ UNCH    1 2
 GC1405
 GC1405.Superseded values are not recommended for survey control.
 GC1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1405.See file dsdata.txt to determine how the superseded data were derived.
 GC1405
 GC1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF829190(NAD 83)
 GC1405_MARKER: DB = BENCH MARK DISK
 GC1405_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GC1405_STAMPING: PT STA NO 3 W 1925 C 4 1921
 GC1405_MARK LOGO: CGS   
 GC1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1405+STABILITY: SURFACE MOTION
 GC1405
 GC1405  HISTORY     - Date     Condition        Report By
 GC1405  HISTORY     - 1921     MONUMENTED       CGS
 GC1405  HISTORY     - 1949     GOOD             NGS
 GC1405  HISTORY     - 1984     POOR             NGS
 GC1405
 GC1405                          STATION DESCRIPTION
 GC1405
 GC1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1405'7.6 MI NW FROM ASHLAND CITY.
 GC1405'7.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1405'THE STATION AT ASHLAND CITY, ABOUT 0.15 MILE EAST OF THE STATION
 GC1405'SIGN FOX BLUFF, AT THE U.S. ENGINEERS SUPPLY HOUSE FOR LOCK A,
 GC1405'7 FEET NORTH OF THE NORTHEAST CORNER OF THE BRICK BUILDING
 GC1405'HOUSING SUPPLY HOUSE, AND SET VERTICALLY IN THE EAST FACE OF THE
 GC1405'CONCRETE AND STONE LOADING PLATFORM, 1.3 FEET SOUTH OF THE
 GC1405'NORTHEAST CORNER OF THE PLATFORM, 20 FEET SOUTH OF THE SOUTH
 GC1405'RAIL OF THE MAIN TRACK, AND 0.3 FOOT ABOVE THE GROUND.
 GC1405
 GC1405                          STATION RECOVERY (1984)
 GC1405
 GC1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1405'RECOVERED IN POOR CONDITION.  THE BRICK BUILDING HAS BEEN TORN DOWN,
 GC1405'BUT THE FOUNDATION REMAINS.  NOT LEVELED TO THIS SURVEY.
 GC1405'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0570 ***********************************************************************
 GB0570  DESIGNATION -  C 50
 GB0570  PID         -  GB0570
 GB0570  STATE/COUNTY-  TN/CAMPBELL
 GB0570  USGS QUAD   -  JACKSBORO (1991)
 GB0570
 GB0570                         *CURRENT SURVEY CONTROL
 GB0570  ___________________________________________________________________
 GB0570* NAD 83(1986)-  36 16 46.     (N)    084 12 32.     (W)     SCALED    
 GB0570* NAVD 88     -       353.654  (meters)    1160.28   (feet)  ADJUSTED  
 GB0570  ___________________________________________________________________
 GB0570  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB0570  DYNAMIC HT  -         353.339 (meters)    1159.25  (feet)  COMP
 GB0570  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 GB0570
 GB0570  VERT ORDER  -  SECOND    CLASS 0
 GB0570
 GB0570.The horizontal coordinates were scaled from a topographic map and have
 GB0570.an estimated accuracy of +/- 6 seconds.
 GB0570
 GB0570.The orthometric height was determined by differential leveling
 GB0570.and adjusted by the National Geodetic Survey in June 1991..
 GB0570
 GB0570.The geoid height was determined by GEOID03.
 GB0570
 GB0570.The dynamic height is computed by dividing the NAVD 88
 GB0570.geopotential number by the normal gravity value computed on the
 GB0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0570.degrees latitude (g = 980.6199 gals.).
 GB0570
 GB0570.The modeled gravity was interpolated from observed gravity values.
 GB0570
 GB0570;                    North         East    Units  Estimated Accuracy
 GB0570;SPC TN       -   217,390.      760,910.      MT  (+/- 180 meters Scaled)
 GB0570
 GB0570                          SUPERSEDED SURVEY CONTROL
 GB0570
 GB0570  NGVD 29 (??/??/92)  353.758  (m)         1160.62   (f) ADJ UNCH    2 0
 GB0570
 GB0570.Superseded values are not recommended for survey control.
 GB0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0570.See file dsdata.txt to determine how the superseded data were derived.
 GB0570
 GB0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF506185(NAD 83)
 GB0570_MARKER: DB = BENCH MARK DISK
 GB0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0570_STAMPING: C 50 1934
 GB0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0570+STABILITY: SURFACE MOTION
 GB0570
 GB0570  HISTORY     - Date     Condition        Report By
 GB0570  HISTORY     - 1934     MONUMENTED       CGS
 GB0570  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0570
 GB0570                          STATION DESCRIPTION
 GB0570
 GB0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0570'0.8 MI N FROM VASPER.
 GB0570'0.8 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM VASPER, CAMBELL
 GB0570'COUNTY, AT THE SOUTH END OF A TUNNEL, AND 13 FEET WEST OF THE
 GB0570'TRACK.  A STANDARD DISK, STAMPED C 50 1934 AND SET IN THE
 GB0570'TOP OF A CONCRETE POST.
 GB0570
 GB0570                          STATION RECOVERY (1973)
 GB0570
 GB0570'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0601 ***********************************************************************
 GB0601  DESIGNATION -  C 51
 GB0601  PID         -  GB0601
 GB0601  STATE/COUNTY-  TN/CAMPBELL
 GB0601  USGS QUAD   -  LA FOLLETTE (1990)
 GB0601
 GB0601                         *CURRENT SURVEY CONTROL
 GB0601  ___________________________________________________________________
 GB0601* NAD 83(1986)-  36 26 47.     (N)    084 04 10.     (W)     SCALED    
 GB0601* NAVD 88     -       438.325  (meters)    1438.07   (feet)  ADJUSTED  
 GB0601  ___________________________________________________________________
 GB0601  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0601  DYNAMIC HT  -         437.934 (meters)    1436.79  (feet)  COMP
 GB0601  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 GB0601
 GB0601  VERT ORDER  -  SECOND    CLASS 0
 GB0601
 GB0601.The horizontal coordinates were scaled from a topographic map and have
 GB0601.an estimated accuracy of +/- 6 seconds.
 GB0601
 GB0601.The orthometric height was determined by differential leveling
 GB0601.and adjusted by the National Geodetic Survey in June 1991..
 GB0601
 GB0601.The geoid height was determined by GEOID03.
 GB0601
 GB0601.The dynamic height is computed by dividing the NAVD 88
 GB0601.geopotential number by the normal gravity value computed on the
 GB0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0601.degrees latitude (g = 980.6199 gals.).
 GB0601
 GB0601.The modeled gravity was interpolated from observed gravity values.
 GB0601
 GB0601;                    North         East    Units  Estimated Accuracy
 GB0601;SPC TN       -   236,150.      773,070.      MT  (+/- 180 meters Scaled)
 GB0601
 GB0601                          SUPERSEDED SURVEY CONTROL
 GB0601
 GB0601  NGVD 29 (??/??/92)  438.420  (m)         1438.38   (f) ADJ UNCH    2 0
 GB0601
 GB0601.Superseded values are not recommended for survey control.
 GB0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0601.See file dsdata.txt to determine how the superseded data were derived.
 GB0601
 GB0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF626374(NAD 83)
 GB0601_MARKER: DB = BENCH MARK DISK
 GB0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0601_STAMPING: C 51 1934
 GB0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0601+STABILITY: SURFACE MOTION
 GB0601
 GB0601  HISTORY     - Date     Condition        Report By
 GB0601  HISTORY     - 1934     MONUMENTED       CGS
 GB0601  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0601  HISTORY     - 1952     MARK NOT FOUND   TVA
 GB0601
 GB0601                          STATION DESCRIPTION
 GB0601
 GB0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0601'AT DUFF.
 GB0601'AT DUFF, CAMPBELL COUNTY, ABOUT 5 RAILS SOUTH OF THE LOUISVILLE
 GB0601'AND NASHVILLE RAILROAD STATION, AT MILEAGE 217.75, 36 FEET NORTH
 GB0601'OF A GRADE CROSSING, AND 14 FEET WEST OF THE MAIN TRACK.  A
 GB0601'STANDARD DISK, STAMPED C 51 1934 AND SET IN THE TOP OF A CONCRETE
 GB0601'POST.
 GB0601
 GB0601                          STATION RECOVERY (1952)
 GB0601
 GB0601'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 GB0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1797 ***********************************************************************
 FB1797  DESIGNATION -  C 53
 FB1797  PID         -  FB1797
 FB1797  STATE/COUNTY-  TN/SEVIER
 FB1797  USGS QUAD   -  GATLINBURG (1979)
 FB1797
 FB1797                         *CURRENT SURVEY CONTROL
 FB1797  ___________________________________________________________________
 FB1797* NAD 83(1986)-  35 42 45.     (N)    083 30 54.     (W)     SCALED    
 FB1797* NAVD 88     -       396.034  (meters)    1299.32   (feet)  ADJUSTED  
 FB1797  ___________________________________________________________________
 FB1797  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FB1797  DYNAMIC HT  -         395.644 (meters)    1298.04  (feet)  COMP
 FB1797  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 FB1797
 FB1797  VERT ORDER  -  SECOND    CLASS 0
 FB1797
 FB1797.The horizontal coordinates were scaled from a topographic map and have
 FB1797.an estimated accuracy of +/- 6 seconds.
 FB1797
 FB1797.The orthometric height was determined by differential leveling
 FB1797.and adjusted by the National Geodetic Survey in June 1991..
 FB1797
 FB1797.The geoid height was determined by GEOID03.
 FB1797
 FB1797.The dynamic height is computed by dividing the NAVD 88
 FB1797.geopotential number by the normal gravity value computed on the
 FB1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1797.degrees latitude (g = 980.6199 gals.).
 FB1797
 FB1797.The modeled gravity was interpolated from observed gravity values.
 FB1797
 FB1797;                    North         East    Units  Estimated Accuracy
 FB1797;SPC TN       -   155,870.      824,830.      MT  (+/- 180 meters Scaled)
 FB1797
 FB1797                          SUPERSEDED SURVEY CONTROL
 FB1797
 FB1797  NGVD 29 (??/??/92)  396.135  (m)         1299.65   (f) ADJ UNCH    2 0
 FB1797
 FB1797.Superseded values are not recommended for survey control.
 FB1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1797.See file dsdata.txt to determine how the superseded data were derived.
 FB1797
 FB1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV724549(NAD 83)
 FB1797_MARKER: DB = BENCH MARK DISK
 FB1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1797_STAMPING: C 53 1934
 FB1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1797+STABILITY: SURFACE MOTION
 FB1797
 FB1797  HISTORY     - Date     Condition        Report By
 FB1797  HISTORY     - 1934     MONUMENTED       CGS
 FB1797  HISTORY     - 1940     MARK NOT FOUND   NGS
 FB1797
 FB1797                          STATION DESCRIPTION
 FB1797
 FB1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB1797'AT GATLINBURG.
 FB1797'AT GATLINBURG, ON STATE HIGHWAY 71, 0.1 MILE SOUTH OF THE BAPTIST
 FB1797'CHURCH, 36 YARDS NORTH OF THE DRIVEWAY TO THE RIVERSIDE HOTEL,
 FB1797'30 FEET NORTHEAST OF THE MOUNTAIN MUSEUM, 35 FEET WEST OF THE
 FB1797'CENTERLINE OF THE HIGHWAY, 19 FEET WEST OF A POLE, IN THE
 FB1797'SOUTHWEST ANGLE OF THE INTERSECTION OF TWO WIRE FENCES, AND
 FB1797'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 53 1934 AND
 FB1797'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW HOTEL HAS BEEN
 FB1797'BUILT AND THE DRIVEWAY CHANGED.  THERE IS NO MOUNTAIN MUSEUM
 FB1797'ANYMORE.  A NEW HIGHWAY HAS BEEN BUILT AND CONSIDERABLY WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0167 ***********************************************************************
 FC0167  DESIGNATION -  C 54
 FC0167  PID         -  FC0167
 FC0167  STATE/COUNTY-  TN/MONROE
 FC0167  USGS QUAD   -  MADISONVILLE (1984)
 FC0167
 FC0167                         *CURRENT SURVEY CONTROL
 FC0167  ___________________________________________________________________
 FC0167* NAD 83(1986)-  35 33 15.     (N)    084 19 11.     (W)     SCALED    
 FC0167* NAVD 88     -       279.808  (meters)     918.00   (feet)  ADJUSTED  
 FC0167  ___________________________________________________________________
 FC0167  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0167  DYNAMIC HT  -         279.541 (meters)     917.13  (feet)  COMP
 FC0167  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 FC0167
 FC0167  VERT ORDER  -  SECOND    CLASS 0
 FC0167
 FC0167.The horizontal coordinates were scaled from a topographic map and have
 FC0167.an estimated accuracy of +/- 6 seconds.
 FC0167
 FC0167.The orthometric height was determined by differential leveling
 FC0167.and adjusted by the National Geodetic Survey in June 1991..
 FC0167
 FC0167.The geoid height was determined by GEOID03.
 FC0167
 FC0167.The dynamic height is computed by dividing the NAVD 88
 FC0167.geopotential number by the normal gravity value computed on the
 FC0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0167.degrees latitude (g = 980.6199 gals.).
 FC0167
 FC0167.The modeled gravity was interpolated from observed gravity values.
 FC0167
 FC0167;                    North         East    Units  Estimated Accuracy
 FC0167;SPC TN       -   136,760.      752,340.      MT  (+/- 180 meters Scaled)
 FC0167
 FC0167                          SUPERSEDED SURVEY CONTROL
 FC0167
 FC0167  NGVD 29 (??/??/92)  279.903  (m)          918.32   (f) ADJ UNCH    2 0
 FC0167
 FC0167.Superseded values are not recommended for survey control.
 FC0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0167.See file dsdata.txt to determine how the superseded data were derived.
 FC0167
 FC0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE429378(NAD 83)
 FC0167_MARKER: DB = BENCH MARK DISK
 FC0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0167_STAMPING: C 54 1934
 FC0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0167+STABILITY: SURFACE MOTION
 FC0167
 FC0167  HISTORY     - Date     Condition        Report By
 FC0167  HISTORY     - 1934     MONUMENTED       CGS
 FC0167  HISTORY     - 1949     GOOD             NGS
 FC0167
 FC0167                          STATION DESCRIPTION
 FC0167
 FC0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0167'AT FAGIN.
 FC0167'AT FAGIN, MONROE COUNTY, 9 RAILS SOUTHWEST OF THE LOUISVILLE
 FC0167'AND NASHVILLE RAILROAD STATION SIGNBOARD, IN FRONT OF A HOUSE,
 FC0167'45 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND 1.5
 FC0167'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FC0167'STAMPED C 54 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0167'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0769 ***********************************************************************
 GA0769  DESIGNATION -  C 55
 GA0769  PID         -  GA0769
 GA0769  STATE/COUNTY-  TN/HAWKINS
 GA0769  USGS QUAD   -  BUREM (1976)
 GA0769
 GA0769                         *CURRENT SURVEY CONTROL
 GA0769  ___________________________________________________________________
 GA0769* NAD 83(1986)-  36 26 03.     (N)    082 59 16.     (W)     SCALED    
 GA0769* NAVD 88     -       391.173  (meters)    1283.37   (feet)  ADJUSTED  
 GA0769  ___________________________________________________________________
 GA0769  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0769  DYNAMIC HT  -         390.818 (meters)    1282.21  (feet)  COMP
 GA0769  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA0769
 GA0769  VERT ORDER  -  SECOND    CLASS 0
 GA0769
 GA0769.The horizontal coordinates were scaled from a topographic map and have
 GA0769.an estimated accuracy of +/- 6 seconds.
 GA0769
 GA0769.The orthometric height was determined by differential leveling
 GA0769.and adjusted by the National Geodetic Survey in June 1991..
 GA0769
 GA0769.The geoid height was determined by GEOID03.
 GA0769
 GA0769.The dynamic height is computed by dividing the NAVD 88
 GA0769.geopotential number by the normal gravity value computed on the
 GA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0769.degrees latitude (g = 980.6199 gals.).
 GA0769
 GA0769.The modeled gravity was interpolated from observed gravity values.
 GA0769
 GA0769;                    North         East    Units  Estimated Accuracy
 GA0769;SPC TN       -   237,250.      870,060.      MT  (+/- 180 meters Scaled)
 GA0769
 GA0769                          SUPERSEDED SURVEY CONTROL
 GA0769
 GA0769  NGVD 29 (??/??/92)  391.319  (m)         1283.85   (f) ADJ UNCH    2 0
 GA0769
 GA0769.Superseded values are not recommended for survey control.
 GA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0769.See file dsdata.txt to determine how the superseded data were derived.
 GA0769
 GA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA218339(NAD 83)
 GA0769_MARKER: DB = BENCH MARK DISK
 GA0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0769_STAMPING: C 55 1934
 GA0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0769+STABILITY: SURFACE MOTION
 GA0769
 GA0769  HISTORY     - Date     Condition        Report By
 GA0769  HISTORY     - 1934     MONUMENTED       CGS
 GA0769  HISTORY     - 1950     GOOD             TVA
 GA0769
 GA0769                          STATION DESCRIPTION
 GA0769
 GA0769'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA0769'2.7 MI NE FROM ROGERSVILLE.
 GA0769'2.7 MILES NE ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, HAWKINS
 GA0769'COUNTY, OPPOSITE THE STEPS LEADING TO THE HOME OF DON ALVIS,
 GA0769'25 FEET W OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT E OF THE
 GA0769'RIGHT-OF-WAY FENCE.  28 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 GA0769'50.6 FEET SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE STEPS,
 GA0769'72.7 FEET NORTH NORTHEAST OF NAIL AND BOTTLE CAP IN TELEPHONE POLE,
 GA0769'63 FEET NORTHWEST OF NAIL AND BOTTLE CAP IN NORTHWEST
 GA0769'CORNER-GARDEN FENCE POST AND 1/2 FEET SOUTH OF STEEL WITNESS POST.
 GA0769'A STANDARD DISK, STAMPED C 55 1934 AND SET IN THE TOP OF A CONCRETE
 GA0769'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0733 ***********************************************************************
 GA0733  DESIGNATION -  C 56
 GA0733  PID         -  GA0733
 GA0733  STATE/COUNTY-  TN/GREENE
 GA0733  USGS QUAD   -  MOSHEIM (1971)
 GA0733
 GA0733                         *CURRENT SURVEY CONTROL
 GA0733  ___________________________________________________________________
 GA0733* NAD 83(1986)-  36 11 13.     (N)    082 57 36.     (W)     SCALED    
 GA0733* NAVD 88     -       392.340  (meters)    1287.20   (feet)  ADJUSTED  
 GA0733  ___________________________________________________________________
 GA0733  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0733  DYNAMIC HT  -         391.975 (meters)    1286.00  (feet)  COMP
 GA0733  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 GA0733
 GA0733  VERT ORDER  -  SECOND    CLASS 0
 GA0733
 GA0733.The horizontal coordinates were scaled from a topographic map and have
 GA0733.an estimated accuracy of +/- 6 seconds.
 GA0733
 GA0733.The orthometric height was determined by differential leveling
 GA0733.and adjusted by the National Geodetic Survey in June 1991..
 GA0733
 GA0733.The geoid height was determined by GEOID03.
 GA0733
 GA0733.The dynamic height is computed by dividing the NAVD 88
 GA0733.geopotential number by the normal gravity value computed on the
 GA0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0733.degrees latitude (g = 980.6199 gals.).
 GA0733
 GA0733.The modeled gravity was interpolated from observed gravity values.
 GA0733
 GA0733;                    North         East    Units  Estimated Accuracy
 GA0733;SPC TN       -   209,910.      873,400.      MT  (+/- 180 meters Scaled)
 GA0733
 GA0733                          SUPERSEDED SURVEY CONTROL
 GA0733
 GA0733  NGVD 29 (??/??/92)  392.487  (m)         1287.68   (f) ADJ UNCH    2 0
 GA0733
 GA0733.Superseded values are not recommended for survey control.
 GA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0733.See file dsdata.txt to determine how the superseded data were derived.
 GA0733
 GA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA237064(NAD 83)
 GA0733_MARKER: DB = BENCH MARK DISK
 GA0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0733_STAMPING: C 56 1934
 GA0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0733+STABILITY: SURFACE MOTION
 GA0733
 GA0733  HISTORY     - Date     Condition        Report By
 GA0733  HISTORY     - 1934     MONUMENTED       CGS
 GA0733  HISTORY     - 1950     GOOD             TVA
 GA0733  HISTORY     - 1981     GOOD             LOCENG
 GA0733
 GA0733                          STATION DESCRIPTION
 GA0733
 GA0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0733'8.8 MI W FROM GREENEVILLE.
 GA0733'8.8 MILES W ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0733'GREENEVILLE, GREENE COUNTY, 144 FEET E OF THE STATION AT MOSHEIM,
 GA0733'AT MILEAGE 65.5, 80 FEET E OF A GRADE CROSSING, 27 FEET N OF THE
 GA0733'CENTERLINE OF THE MAIN TRACK, AND 2 FEET S OF A FENCE.  104 FEET
 GA0733'NORTHEAST OF THE CENTERLINE OF THE INTERSECTION OF THE ROAD AND
 GA0733'RAILROAD, 30.8 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 GA0733'19.2 FEET NORTHEAST OF NAIL AND BOTTLE CAP IN TELEPHONE POLE,
 GA0733'5.5 FEET SOUTHWEST OF STEEL FENCE POST ON WEST SIDE OF GATE, 22.1
 GA0733'FEET SOUTHWEST OF NAIL AND BOTTLE CAP IN A 10 INCH CEDAR TREE IN
 GA0733'FENCE LINE AND 2.1 FEET SOUTHEAST OF STEEL WITNESS POST.  A STANDARD
 GA0733'DISK, STAMPED C 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0733
 GA0733                          STATION RECOVERY (1950)
 GA0733
 GA0733'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0733'RECOVERED IN GOOD CONDITION.
 GA0733
 GA0733                          STATION RECOVERY (1981)
 GA0733
 GA0733'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0574 ***********************************************************************
 GA0574  DESIGNATION -  C 57
 GA0574  PID         -  GA0574
 GA0574  STATE/COUNTY-  TN/WASHINGTON
 GA0574  USGS QUAD   -  JOHNSON CITY (1968)
 GA0574
 GA0574                         *CURRENT SURVEY CONTROL
 GA0574  ___________________________________________________________________
 GA0574* NAD 83(1986)-  36 18 51.     (N)    082 20 53.     (W)     SCALED    
 GA0574* NAVD 88     -       506.524  (meters)    1661.82   (feet)  ADJUSTED  
 GA0574  ___________________________________________________________________
 GA0574  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0574  DYNAMIC HT  -         506.044 (meters)    1660.25  (feet)  COMP
 GA0574  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 GA0574
 GA0574  VERT ORDER  -  SECOND    CLASS 0
 GA0574
 GA0574.The horizontal coordinates were scaled from a topographic map and have
 GA0574.an estimated accuracy of +/- 6 seconds.
 GA0574
 GA0574.The orthometric height was determined by differential leveling
 GA0574.and adjusted by the National Geodetic Survey in June 1991..
 GA0574
 GA0574.The geoid height was determined by GEOID03.
 GA0574
 GA0574.The dynamic height is computed by dividing the NAVD 88
 GA0574.geopotential number by the normal gravity value computed on the
 GA0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0574.degrees latitude (g = 980.6199 gals.).
 GA0574
 GA0574.The modeled gravity was interpolated from observed gravity values.
 GA0574
 GA0574;                    North         East    Units  Estimated Accuracy
 GA0574;SPC TN       -   225,890.      927,880.      MT  (+/- 180 meters Scaled)
 GA0574
 GA0574                          SUPERSEDED SURVEY CONTROL
 GA0574
 GA0574  NGVD 29 (??/??/92)  506.668  (m)         1662.29   (f) ADJ UNCH    2 0
 GA0574
 GA0574.Superseded values are not recommended for survey control.
 GA0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0574.See file dsdata.txt to determine how the superseded data were derived.
 GA0574
 GA0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA789196(NAD 83)
 GA0574_MARKER: DB = BENCH MARK DISK
 GA0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0574_STAMPING: C 57 1934
 GA0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0574+STABILITY: SURFACE MOTION
 GA0574
 GA0574  HISTORY     - Date     Condition        Report By
 GA0574  HISTORY     - 1934     MONUMENTED       CGS
 GA0574  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0574
 GA0574                          STATION DESCRIPTION
 GA0574
 GA0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0574'AT JOHNSON CITY.
 GA0574'AT JOHNSON CITY, WASHINGTON COUNTY, AT THE SOUTHWEST CORNER OF
 GA0574'THE COLUMBUS POWELL SCHOOLYARD, 14 FEET SOUTH OF THE CURB OF EAST
 GA0574'MAPLE STREET, AND 9 FEET EAST OF THE CURB OF SOUTH ROAN STREET.
 GA0574'A STANDARD DISK, STAMPED C 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA0574'POST.
 GA0574
 GA0574                          STATION RECOVERY (2001)
 GA0574
 GA0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0574'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1402 ***********************************************************************
 GA1402  DESIGNATION -  C 58
 GA1402  PID         -  GA1402
 GA1402  STATE/COUNTY-  TN/SULLIVAN
 GA1402  USGS QUAD   -  KINGSPORT (1991)
 GA1402
 GA1402                         *CURRENT SURVEY CONTROL
 GA1402  ___________________________________________________________________
 GA1402* NAD 83(1986)-  36 34 36.     (N)    082 37 28.     (W)     SCALED    
 GA1402* NAVD 88     -       389.521  (meters)    1277.95   (feet)  ADJUSTED  
 GA1402  ___________________________________________________________________
 GA1402  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA1402  DYNAMIC HT  -         389.172 (meters)    1276.81  (feet)  COMP
 GA1402  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GA1402
 GA1402  VERT ORDER  -  SECOND    CLASS 0
 GA1402
 GA1402.The horizontal coordinates were scaled from a topographic map and have
 GA1402.an estimated accuracy of +/- 6 seconds.
 GA1402
 GA1402.The orthometric height was determined by differential leveling
 GA1402.and adjusted by the National Geodetic Survey in June 1991..
 GA1402
 GA1402.The geoid height was determined by GEOID03.
 GA1402
 GA1402.The dynamic height is computed by dividing the NAVD 88
 GA1402.geopotential number by the normal gravity value computed on the
 GA1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1402.degrees latitude (g = 980.6199 gals.).
 GA1402
 GA1402.The modeled gravity was interpolated from observed gravity values.
 GA1402
 GA1402;                    North         East    Units  Estimated Accuracy
 GA1402;SPC TN       -   254,110.      902,070.      MT  (+/- 180 meters Scaled)
 GA1402
 GA1402                          SUPERSEDED SURVEY CONTROL
 GA1402
 GA1402  NGVD 29 (??/??/92)  389.668  (m)         1278.44   (f) ADJ UNCH    2 0
 GA1402
 GA1402.Superseded values are not recommended for survey control.
 GA1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1402.See file dsdata.txt to determine how the superseded data were derived.
 GA1402
 GA1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA546491(NAD 83)
 GA1402_MARKER: DB = BENCH MARK DISK
 GA1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1402_SP_SET: TUNNEL
 GA1402_STAMPING: C 58 1934
 GA1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1402
 GA1402  HISTORY     - Date     Condition        Report By
 GA1402  HISTORY     - 1934     MONUMENTED       CGS
 GA1402  HISTORY     - 1959     MARK NOT FOUND   NGS
 GA1402
 GA1402                          STATION DESCRIPTION
 GA1402
 GA1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GA1402'4.9 MI NW FROM KINGSPORT.
 GA1402'4.9 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM KINGSPORT,
 GA1402'SULLIVAN COUNTY, 1.2 MILES NORTH OF ROTHERWOOD, ABOUT 1.2 MILES
 GA1402'SOUTH OF FRISCO, AT THE SOUTH END OF SEUSABAUGH TUNNEL, IN THE
 GA1402'TOP OF THE CONCRETE FOUNDATION, 3 INCHES FROM THE SOUTH END,
 GA1402'AND 5 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED C 58 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0796 ***********************************************************************
 GD0796  DESIGNATION -  C 59
 GD0796  PID         -  GD0796
 GD0796  STATE/COUNTY-  TN/OBION
 GD0796  USGS QUAD   -  KENTON (1981)
 GD0796
 GD0796                         *CURRENT SURVEY CONTROL
 GD0796  ___________________________________________________________________
 GD0796* NAD 83(1986)-  36 14 57.     (N)    089 01 27.     (W)     SCALED    
 GD0796* NAVD 88     -        89.646  (meters)     294.11   (feet)  ADJUSTED  
 GD0796  ___________________________________________________________________
 GD0796  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0796  DYNAMIC HT  -          89.572 (meters)     293.87  (feet)  COMP
 GD0796  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GD0796
 GD0796  VERT ORDER  -  SECOND    CLASS 0
 GD0796
 GD0796.The horizontal coordinates were scaled from a topographic map and have
 GD0796.an estimated accuracy of +/- 6 seconds.
 GD0796
 GD0796.The orthometric height was determined by differential leveling
 GD0796.and adjusted by the National Geodetic Survey in June 1991..
 GD0796
 GD0796.The geoid height was determined by GEOID03.
 GD0796
 GD0796.The dynamic height is computed by dividing the NAVD 88
 GD0796.geopotential number by the normal gravity value computed on the
 GD0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0796.degrees latitude (g = 980.6199 gals.).
 GD0796
 GD0796.The modeled gravity was interpolated from observed gravity values.
 GD0796
 GD0796;                    North         East    Units  Estimated Accuracy
 GD0796;SPC TN       -   216,760.      328,240.      MT  (+/- 180 meters Scaled)
 GD0796
 GD0796                          SUPERSEDED SURVEY CONTROL
 GD0796
 GD0796  NGVD 29 (??/??/??)   89.660  (m)          294.16   (f) ADJUSTED    2 0
 GD0796
 GD0796.Superseded values are not recommended for survey control.
 GD0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0796.See file dsdata.txt to determine how the superseded data were derived.
 GD0796
 GD0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF181134(NAD 83)
 GD0796_MARKER: DB = BENCH MARK DISK
 GD0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0796_STAMPING: C 59 1935
 GD0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0796+STABILITY: SURFACE MOTION
 GD0796
 GD0796  HISTORY     - Date     Condition        Report By
 GD0796  HISTORY     - 1935     MONUMENTED       CGS
 GD0796  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0796
 GD0796                          STATION DESCRIPTION
 GD0796
 GD0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0796'3.3 MI N FROM KENTON.
 GD0796'3.3 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0796'STATION AT KENTON, OBION COUNTY, 0.4 MILE NORTH OF MILEPOST 434,
 GD0796'AT THE BRUCES STATION, 100 YARDS NORTHWEST OF AN ABANDONED
 GD0796'SAWMILL SAWDUST PILE, AT A ROAD CROSSING, 15 YARDS NORTH OF THE
 GD0796'CENTERLINE OF THE ROAD, AND 8 YARDS WEST OF THE CENTERLINE OF
 GD0796'THE TRACK.  A STANDARD DISK, STAMPED C 59 1935 AND SET IN THE
 GD0796'TOP OF A CONCRETE POST.  NOTE-- THERE IS NOW A WIDE, DEEP
 GD0796'DRAINAGE DITCH AT THE SITE OF THE MARK ACCORDING TO THE ORIGINAL
 GD0796'DESCRIPTION, AND IT IS PRESUMED THAT THE MARK WAS DESTROYED AT
 GD0796'THE TIME THIS DRAINAGE DITCH WAS DUG.
 GD0796
 GD0796                          STATION RECOVERY (1967)
 GD0796
 GD0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0556 ***********************************************************************
 GA0556  DESIGNATION -  C 59
 GA0556  PID         -  GA0556
 GA0556  STATE/COUNTY-  TN/WASHINGTON
 GA0556  USGS QUAD   -  JONESBOROUGH (1968)
 GA0556
 GA0556                         *CURRENT SURVEY CONTROL
 GA0556  ___________________________________________________________________
 GA0556* NAD 83(1986)-  36 17 34.     (N)    082 28 22.     (W)     SCALED    
 GA0556* NAVD 88     -       517.752  (meters)    1698.66   (feet)  ADJUSTED  
 GA0556  ___________________________________________________________________
 GA0556  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0556  DYNAMIC HT  -         517.257 (meters)    1697.03  (feet)  COMP
 GA0556  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 GA0556
 GA0556  VERT ORDER  -  SECOND    CLASS 0
 GA0556
 GA0556.The horizontal coordinates were scaled from a topographic map and have
 GA0556.an estimated accuracy of +/- 6 seconds.
 GA0556
 GA0556.The orthometric height was determined by differential leveling
 GA0556.and adjusted by the National Geodetic Survey in June 1991..
 GA0556
 GA0556.The geoid height was determined by GEOID03.
 GA0556
 GA0556.The dynamic height is computed by dividing the NAVD 88
 GA0556.geopotential number by the normal gravity value computed on the
 GA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0556.degrees latitude (g = 980.6199 gals.).
 GA0556
 GA0556.The modeled gravity was interpolated from observed gravity values.
 GA0556
 GA0556;                    North         East    Units  Estimated Accuracy
 GA0556;SPC TN       -   223,110.      916,770.      MT  (+/- 180 meters Scaled)
 GA0556
 GA0556                          SUPERSEDED SURVEY CONTROL
 GA0556
 GA0556  NGVD 29 (??/??/92)  517.886  (m)         1699.10   (f) ADJ UNCH    2 0
 GA0556
 GA0556.Superseded values are not recommended for survey control.
 GA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0556.See file dsdata.txt to determine how the superseded data were derived.
 GA0556
 GA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA677174(NAD 83)
 GA0556_MARKER: DB = BENCH MARK DISK
 GA0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0556_STAMPING: C 59 1934
 GA0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0556+STABILITY: SURFACE MOTION
 GA0556
 GA0556  HISTORY     - Date     Condition        Report By
 GA0556  HISTORY     - 1934     MONUMENTED       CGS
 GA0556  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0556
 GA0556                          STATION DESCRIPTION
 GA0556
 GA0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0556'AT JONESBORO.
 GA0556'AT JONESBORO, WASHINGTON COUNTY, ON THE SOUTHERN RAILWAY, 21
 GA0556'FEET WEST OF THE CENTERLINE OF FOX STREET, AND 12 FEET NORTH OF
 GA0556'THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 GA0556'C 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0556
 GA0556                          STATION RECOVERY (2001)
 GA0556
 GA0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0005 ***********************************************************************
 FD0005  DESIGNATION -  C 6
 FD0005  PID         -  FD0005
 FD0005  STATE/COUNTY-  TN/RUTHERFORD
 FD0005  USGS QUAD   -  MURFREESBORO (1983)
 FD0005
 FD0005                         *CURRENT SURVEY CONTROL
 FD0005  ___________________________________________________________________
 FD0005* NAD 83(1986)-  35 45 13.     (N)    086 23 12.     (W)     SCALED    
 FD0005* NAVD 88     -       203.611  (meters)     668.01   (feet)  ADJUSTED  
 FD0005  ___________________________________________________________________
 FD0005  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FD0005  DYNAMIC HT  -         203.429 (meters)     667.42  (feet)  COMP
 FD0005  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FD0005
 FD0005  VERT ORDER  -  FIRST     CLASS II
 FD0005
 FD0005.The horizontal coordinates were scaled from a topographic map and have
 FD0005.an estimated accuracy of +/- 6 seconds.
 FD0005
 FD0005.The orthometric height was determined by differential leveling
 FD0005.and adjusted by the National Geodetic Survey in June 1991..
 FD0005
 FD0005.The geoid height was determined by GEOID03.
 FD0005
 FD0005.The dynamic height is computed by dividing the NAVD 88
 FD0005.geopotential number by the normal gravity value computed on the
 FD0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0005.degrees latitude (g = 980.6199 gals.).
 FD0005
 FD0005.The modeled gravity was interpolated from observed gravity values.
 FD0005
 FD0005;                    North         East    Units  Estimated Accuracy
 FD0005;SPC TN       -   157,650.      565,030.      MT  (+/- 180 meters Scaled)
 FD0005
 FD0005                          SUPERSEDED SURVEY CONTROL
 FD0005
 FD0005  NGVD 29 (??/??/92)  203.617  (m)          668.03   (f) ADJ UNCH    1 2
 FD0005
 FD0005.Superseded values are not recommended for survey control.
 FD0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0005.See file dsdata.txt to determine how the superseded data were derived.
 FD0005
 FD0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE554567(NAD 83)
 FD0005_MARKER: DB = BENCH MARK DISK
 FD0005_SETTING: 66 = SET IN ROCK OUTCROP
 FD0005_SP_SET: ROCK LEDGE
 FD0005_STAMPING: 668.417 C 6 1930
 FD0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0005+STABILITY: POSITION/ELEVATION WELL
 FD0005
 FD0005  HISTORY     - Date     Condition        Report By
 FD0005  HISTORY     - 1930     MONUMENTED       CGS
 FD0005  HISTORY     - 1943     GOOD             NGS
 FD0005
 FD0005                          STATION DESCRIPTION
 FD0005
 FD0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FD0005'AT RUCKER.
 FD0005'AT RUCKER, RUTHERFORD COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FD0005'ST. LOUIS RAILWAY 7 RAILS NORTH OF THE STATION, 5 FEET NORTH
 FD0005'OF POLE 38/8, 43 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 FD0005'AND IN A ROCK LEDGE FLUSH WITH THE GROUND.  A STANDARD DISK,
 FD0005'STAMPED 668.417 C 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0738 ***********************************************************************
 GD0738  DESIGNATION -  C 60
 GD0738  PID         -  GD0738
 GD0738  STATE/COUNTY-  TN/LAKE
 GD0738  USGS QUAD   -  TIPTONVILLE (1981)
 GD0738
 GD0738                         *CURRENT SURVEY CONTROL
 GD0738  ___________________________________________________________________
 GD0738* NAD 83(1986)-  36 24 51.     (N)    089 26 27.     (W)     SCALED    
 GD0738* NAVD 88     -        91.583  (meters)     300.47   (feet)  ADJUSTED  
 GD0738  ___________________________________________________________________
 GD0738  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0738  DYNAMIC HT  -          91.510 (meters)     300.23  (feet)  COMP
 GD0738  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 GD0738
 GD0738  VERT ORDER  -  SECOND    CLASS 0
 GD0738
 GD0738.The horizontal coordinates were scaled from a topographic map and have
 GD0738.an estimated accuracy of +/- 6 seconds.
 GD0738
 GD0738.The orthometric height was determined by differential leveling
 GD0738.and adjusted by the National Geodetic Survey in June 1991..
 GD0738
 GD0738.The geoid height was determined by GEOID03.
 GD0738
 GD0738.The dynamic height is computed by dividing the NAVD 88
 GD0738.geopotential number by the normal gravity value computed on the
 GD0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0738.degrees latitude (g = 980.6199 gals.).
 GD0738
 GD0738.The modeled gravity was interpolated from observed gravity values.
 GD0738
 GD0738;                    North         East    Units  Estimated Accuracy
 GD0738;SPC TN       -   236,300.      291,460.      MT  (+/- 180 meters Scaled)
 GD0738
 GD0738                          SUPERSEDED SURVEY CONTROL
 GD0738
 GD0738  NGVD 29 (??/??/??)   91.641  (m)          300.66   (f) ADJUSTED    2 0
 GD0738
 GD0738.Superseded values are not recommended for survey control.
 GD0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0738.See file dsdata.txt to determine how the superseded data were derived.
 GD0738
 GD0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF811326(NAD 83)
 GD0738_MARKER: DB = BENCH MARK DISK
 GD0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0738_STAMPING: C 60 1935
 GD0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0738+STABILITY: SURFACE MOTION
 GD0738
 GD0738  HISTORY     - Date     Condition        Report By
 GD0738  HISTORY     - 1935     MONUMENTED       CGS
 GD0738  HISTORY     - 1963     MARK NOT FOUND   USGS
 GD0738
 GD0738                          STATION DESCRIPTION
 GD0738
 GD0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0738'AT PROCTOR CITY.
 GD0738'AT PROCTOR CITY, LAKE COUNTY, 125 YARDS SOUTH OF THE ILLINOIS
 GD0738'CENTRAL RAILROAD STATION, 100 YARDS SOUTH OF A ROAD CROSSING,
 GD0738'5 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND AT THE SOUTHWEST
 GD0738'CORNER OF A GARDEN.  A STANDARD DISK, STAMPED C 60 1935 AND SET
 GD0738'IN THE TOP OF A CONCRETE POST.
 GD0738
 GD0738                          STATION RECOVERY (1963)
 GD0738
 GD0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GD0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0864 ***********************************************************************
 FE0864  DESIGNATION -  C 63
 FE0864  PID         -  FE0864
 FE0864  STATE/COUNTY-  TN/CROCKETT
 FE0864  USGS QUAD   -  BELLS (1981)
 FE0864
 FE0864                         *CURRENT SURVEY CONTROL
 FE0864  ___________________________________________________________________
 FE0864* NAD 83(1986)-  35 42 47.     (N)    089 04 47.     (W)     SCALED    
 FE0864* NAVD 88     -       105.649  (meters)     346.62   (feet)  ADJUSTED  
 FE0864  ___________________________________________________________________
 FE0864  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0864  DYNAMIC HT  -         105.556 (meters)     346.31  (feet)  COMP
 FE0864  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FE0864
 FE0864  VERT ORDER  -  SECOND    CLASS 0
 FE0864
 FE0864.The horizontal coordinates were scaled from a topographic map and have
 FE0864.an estimated accuracy of +/- 6 seconds.
 FE0864
 FE0864.The orthometric height was determined by differential leveling
 FE0864.and adjusted by the National Geodetic Survey in June 1991..
 FE0864
 FE0864.The geoid height was determined by GEOID03.
 FE0864
 FE0864.The dynamic height is computed by dividing the NAVD 88
 FE0864.geopotential number by the normal gravity value computed on the
 FE0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0864.degrees latitude (g = 980.6199 gals.).
 FE0864
 FE0864.The modeled gravity was interpolated from observed gravity values.
 FE0864
 FE0864;                    North         East    Units  Estimated Accuracy
 FE0864;SPC TN       -   157,460.      321,380.      MT  (+/- 180 meters Scaled)
 FE0864
 FE0864                          SUPERSEDED SURVEY CONTROL
 FE0864
 FE0864  NGVD 29 (??/??/??)  105.683  (m)          346.73   (f) ADJUSTED    2 0
 FE0864
 FE0864.Superseded values are not recommended for survey control.
 FE0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0864.See file dsdata.txt to determine how the superseded data were derived.
 FE0864
 FE0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE118541(NAD 83)
 FE0864_MARKER: DB = BENCH MARK DISK
 FE0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0864_STAMPING: C 63 1935
 FE0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0864+STABILITY: SURFACE MOTION
 FE0864
 FE0864  HISTORY     - Date     Condition        Report By
 FE0864  HISTORY     - 1935     MONUMENTED       CGS
 FE0864  HISTORY     - 1949     GOOD             CGS
 FE0864  HISTORY     - 1988     GOOD             USPSQD
 FE0864  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0864
 FE0864                          STATION DESCRIPTION
 FE0864
 FE0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0864'0.3 MI E FROM BELLS.
 FE0864'0.3 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0864'FROM THE STATION AT BELLS, CROCKETT COUNTY, AT MILEAGE 307.4,
 FE0864'4 RAILS WEST OF THE CENTER OF THE JUNCTION OF THE GULF, MOBILE
 FE0864'AND OHIO RAILROAD, AT THE CROSSING OF STATE HIGHWAY 76, 2
 FE0864'RAILS WEST OF THE CENTERLINE OF THE HIGHWAY, AND 14 FEET NORTH
 FE0864'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 FE0864'C 63 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0864
 FE0864                          STATION RECOVERY (1988)
 FE0864
 FE0864'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 FE0864'RECOVERED IN GOOD CONDITION.
 FE0864
 FE0864                          STATION RECOVERY (2002)
 FE0864
 FE0864'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0864'DITCH IN AREA NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0995 ***********************************************************************
 FE0995  DESIGNATION -  C 64
 FE0995  PID         -  FE0995
 FE0995  STATE/COUNTY-  TN/HARDEMAN
 FE0995  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0995
 FE0995                         *CURRENT SURVEY CONTROL
 FE0995  ___________________________________________________________________
 FE0995* NAD 83(1986)-  35 03 18.     (N)    089 11 08.     (W)     SCALED    
 FE0995* NAVD 88     -       177.168  (meters)     581.26   (feet)  ADJUSTED  
 FE0995  ___________________________________________________________________
 FE0995  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0995  DYNAMIC HT  -         177.001 (meters)     580.71  (feet)  COMP
 FE0995  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FE0995
 FE0995  VERT ORDER  -  FIRST     CLASS II
 FE0995
 FE0995.The horizontal coordinates were scaled from a topographic map and have
 FE0995.an estimated accuracy of +/- 6 seconds.
 FE0995
 FE0995.The orthometric height was determined by differential leveling
 FE0995.and adjusted by the National Geodetic Survey in June 1991..
 FE0995.WARNING-Repeat measurements at this control monument indicate possible
 FE0995.vertical movement.
 FE0995
 FE0995.The geoid height was determined by GEOID03.
 FE0995
 FE0995.The dynamic height is computed by dividing the NAVD 88
 FE0995.geopotential number by the normal gravity value computed on the
 FE0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0995.degrees latitude (g = 980.6199 gals.).
 FE0995
 FE0995.The modeled gravity was interpolated from observed gravity values.
 FE0995
 FE0995;                    North         East    Units  Estimated Accuracy
 FE0995;SPC TN       -    84,800.      309,430.      MT  (+/- 180 meters Scaled)
 FE0995
 FE0995                          SUPERSEDED SURVEY CONTROL
 FE0995
 FE0995  NGVD 29 (??/??/??)  177.108  (m)          581.06   (f) ADJUSTED    1 2
 FE0995
 FE0995.Superseded values are not recommended for survey control.
 FE0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0995.See file dsdata.txt to determine how the superseded data were derived.
 FE0995
 FE0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD006813(NAD 83)
 FE0995_MARKER: DB = BENCH MARK DISK
 FE0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0995_STAMPING: C 64 1935
 FE0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0995+STABILITY: SURFACE MOTION
 FE0995
 FE0995  HISTORY     - Date     Condition        Report By
 FE0995  HISTORY     - 1935     MONUMENTED       CGS
 FE0995  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE0995
 FE0995                          STATION DESCRIPTION
 FE0995
 FE0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE0995'0.4 MI N FROM GRAND JUNCTION.
 FE0995'AT GRAND JUNCTION, HARDEMAN COUNTY, 0.4 MILE NORTH ALONG THE
 FE0995'ILLINOIS CENTRAL RAILROAD FROM THE SOUTHERN RAILWAY CROSSING,
 FE0995'165 FEET NORTH OF A ROAD CROSSING, 48 FEET WEST OF THE CENTERLINE
 FE0995'OF THE TRACK, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 2 FEET
 FE0995'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 FE0995'TRACK.  A STANDARD DISK, STAMPED C 64 1935 AND SET IN THE TOP
 FE0995'OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0776 ***********************************************************************
 FE0776  DESIGNATION -  C 65
 FE0776  PID         -  FE0776
 FE0776  STATE/COUNTY-  TN/MADISON
 FE0776  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0776
 FE0776                         *CURRENT SURVEY CONTROL
 FE0776  ___________________________________________________________________
 FE0776* NAD 83(1986)-  35 30 40.     (N)    088 50 52.     (W)     SCALED    
 FE0776* NAVD 88     -       154.300  (meters)     506.23   (feet)  ADJUSTED  
 FE0776  ___________________________________________________________________
 FE0776  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0776  DYNAMIC HT  -         154.159 (meters)     505.77  (feet)  COMP
 FE0776  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FE0776
 FE0776  VERT ORDER  -  SECOND    CLASS 0
 FE0776
 FE0776.The horizontal coordinates were scaled from a topographic map and have
 FE0776.an estimated accuracy of +/- 6 seconds.
 FE0776
 FE0776.The orthometric height was determined by differential leveling
 FE0776.and adjusted by the National Geodetic Survey in June 1991..
 FE0776
 FE0776.The geoid height was determined by GEOID03.
 FE0776
 FE0776.The dynamic height is computed by dividing the NAVD 88
 FE0776.geopotential number by the normal gravity value computed on the
 FE0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0776.degrees latitude (g = 980.6199 gals.).
 FE0776
 FE0776.The modeled gravity was interpolated from observed gravity values.
 FE0776
 FE0776;                    North         East    Units  Estimated Accuracy
 FE0776;SPC TN       -   134,430.      341,700.      MT  (+/- 180 meters Scaled)
 FE0776
 FE0776                          SUPERSEDED SURVEY CONTROL
 FE0776
 FE0776  NGVD 29 (??/??/??)  154.320  (m)          506.30   (f) ADJUSTED    2 0
 FE0776
 FE0776.Superseded values are not recommended for survey control.
 FE0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0776.See file dsdata.txt to determine how the superseded data were derived.
 FE0776
 FE0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE324312(NAD 83)
 FE0776_MARKER: DB = BENCH MARK DISK
 FE0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0776_STAMPING: C 65 1935
 FE0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0776+STABILITY: SURFACE MOTION
 FE0776
 FE0776  HISTORY     - Date     Condition        Report By
 FE0776  HISTORY     - 1935     MONUMENTED       CGS
 FE0776  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE0776
 FE0776                          STATION DESCRIPTION
 FE0776
 FE0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE0776'4.1 MI N FROM MEDON.
 FE0776'4.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0776'STATION AT MEDON, MADISON COUNTY, AT A FARM-ROAD CROSSING, 40
 FE0776'FEET NORTH OF THE ROAD, 35 FEET WEST OF THE TRACK, AND 4 FEET
 FE0776'NORTH OF THE FENCE AND A CATTLEGUARD.  A STANDARD DISK, STAMPED
 FE0776'C 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1169 ***********************************************************************
 FE1169  DESIGNATION -  C 67
 FE1169  PID         -  FE1169
 FE1169  STATE/COUNTY-  TN/TIPTON
 FE1169  USGS QUAD   -  MASON (1973)
 FE1169
 FE1169                         *CURRENT SURVEY CONTROL
 FE1169  ___________________________________________________________________
 FE1169* NAD 83(1986)-  35 24 29.     (N)    089 32 11.     (W)     SCALED    
 FE1169* NAVD 88     -        90.686  (meters)     297.53   (feet)  ADJUSTED  
 FE1169  ___________________________________________________________________
 FE1169  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1169  DYNAMIC HT  -          90.606 (meters)     297.26  (feet)  COMP
 FE1169  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE1169
 FE1169  VERT ORDER  -  SECOND    CLASS 0
 FE1169
 FE1169.The horizontal coordinates were scaled from a topographic map and have
 FE1169.an estimated accuracy of +/- 6 seconds.
 FE1169
 FE1169.The orthometric height was determined by differential leveling
 FE1169.and adjusted by the National Geodetic Survey in June 1991..
 FE1169
 FE1169.The geoid height was determined by GEOID03.
 FE1169
 FE1169.The dynamic height is computed by dividing the NAVD 88
 FE1169.geopotential number by the normal gravity value computed on the
 FE1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1169.degrees latitude (g = 980.6199 gals.).
 FE1169
 FE1169.The modeled gravity was interpolated from observed gravity values.
 FE1169
 FE1169;                    North         East    Units  Estimated Accuracy
 FE1169;SPC TN       -   125,040.      278,860.      MT  (+/- 180 meters Scaled)
 FE1169
 FE1169                          SUPERSEDED SURVEY CONTROL
 FE1169
 FE1169  NGVD 29 (??/??/??)   90.676  (m)          297.49   (f) ADJUSTED    2 0
 FE1169
 FE1169.Superseded values are not recommended for survey control.
 FE1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1169.See file dsdata.txt to determine how the superseded data were derived.
 FE1169
 FE1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE696212(NAD 83)
 FE1169_MARKER: DB = BENCH MARK DISK
 FE1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1169_STAMPING: C 67 1935
 FE1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1169+STABILITY: SURFACE MOTION
 FE1169
 FE1169  HISTORY     - Date     Condition        Report By
 FE1169  HISTORY     - 1935     MONUMENTED       CGS
 FE1169  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1169
 FE1169                          STATION DESCRIPTION
 FE1169
 FE1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1169'AT MASON.
 FE1169'AT MANSON, TIPTON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1169'RAILROAD, 0.3 MILE SOUTH OF BENCH MARK A 67, AT THE NORTHWEST CORNER
 FE1169'OF A COUNTY-ROAD FENCE, 25 FEET WEST OF THE CENTERLINE OF THE MAIN
 FE1169'TRACK, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 FE1169'DISK, STAMPED C 67 1935 AND SET IN THE TOP OF A CONCRETE POST
 FE1169'PROJECTING 4 INCHES ABOVE GROUND.
 FE1169
 FE1169                          STATION RECOVERY (1963)
 FE1169
 FE1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1205 ***********************************************************************
 FE1205  DESIGNATION -  C 68
 FE1205  PID         -  FE1205
 FE1205  STATE/COUNTY-  TN/SHELBY
 FE1205  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1205
 FE1205                         *CURRENT SURVEY CONTROL
 FE1205  ___________________________________________________________________
 FE1205* NAD 83(1986)-  35 09 28.     (N)    089 59 47.     (W)     SCALED    
 FE1205* NAVD 88     -        78.265  (meters)     256.77   (feet)  ADJUSTED  
 FE1205  ___________________________________________________________________
 FE1205  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1205  DYNAMIC HT  -          78.194 (meters)     256.54  (feet)  COMP
 FE1205  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 FE1205
 FE1205  VERT ORDER  -  SECOND    CLASS 0
 FE1205
 FE1205.The horizontal coordinates were scaled from a topographic map and have
 FE1205.an estimated accuracy of +/- 6 seconds.
 FE1205
 FE1205.The orthometric height was determined by differential leveling
 FE1205.and adjusted by the National Geodetic Survey in June 1991..
 FE1205
 FE1205.The geoid height was determined by GEOID03.
 FE1205
 FE1205.The dynamic height is computed by dividing the NAVD 88
 FE1205.geopotential number by the normal gravity value computed on the
 FE1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1205.degrees latitude (g = 980.6199 gals.).
 FE1205
 FE1205.The modeled gravity was interpolated from observed gravity values.
 FE1205
 FE1205;                    North         East    Units  Estimated Accuracy
 FE1205;SPC TN       -    98,910.      235,970.      MT  (+/- 180 meters Scaled)
 FE1205
 FE1205                          SUPERSEDED SURVEY CONTROL
 FE1205
 FE1205  NGVD 29 (??/??/??)   78.249  (m)          256.72   (f) ADJUSTED    2 0
 FE1205
 FE1205.Superseded values are not recommended for survey control.
 FE1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1205.See file dsdata.txt to determine how the superseded data were derived.
 FE1205
 FE1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD270946(NAD 83)
 FE1205_MARKER: DB = BENCH MARK DISK
 FE1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1205_STAMPING: C 68 1935
 FE1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1205+STABILITY: SURFACE MOTION
 FE1205
 FE1205  HISTORY     - Date     Condition        Report By
 FE1205  HISTORY     - 1935     MONUMENTED       CGS
 FE1205  HISTORY     - 1956     MARK NOT FOUND   CGS
 FE1205
 FE1205                          STATION DESCRIPTION
 FE1205
 FE1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1205'AT MEMPHIS.
 FE1205'ON THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE CROSSING OF
 FE1205'MIGNON STREET, 28 FEET WEST OF THE WEST CURB OF THE STREET, AND
 FE1205'25 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 FE1205'STAMPED C 68 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1205'4 INCHES ABOVE GROUND.  NOTE-- THIS MARK WAS PROBABLY AT THE
 FE1205'CROSSING OF WHAT IS NOW MC LEAN AVENUE.  MIGNON STREET IS SOUTH
 FE1205'OF THE TRACK TO THE EAST OF MC LEAN AND NORTH OF THE TRACK TO
 FE1205'THE WEST OF MC LEAN.  ASSUMING THAT IT WAS AT THE CROSSING OF
 FE1205'MC LEAN THE DESCRIBED LOCATION WOULD BE UNDER A SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0238 ***********************************************************************
 FD0238  DESIGNATION -  C 7
 FD0238  PID         -  FD0238
 FD0238  STATE/COUNTY-  TN/COFFEE
 FD0238  USGS QUAD   -  MANCHESTER (1972)
 FD0238
 FD0238                         *CURRENT SURVEY CONTROL
 FD0238  ___________________________________________________________________
 FD0238* NAD 83(1986)-  35 26 37.     (N)    086 06 00.     (W)     SCALED    
 FD0238* NAVD 88     -       330.154  (meters)    1083.18   (feet)  ADJUSTED  
 FD0238  ___________________________________________________________________
 FD0238  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FD0238  DYNAMIC HT  -         329.838 (meters)    1082.14  (feet)  COMP
 FD0238  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 FD0238
 FD0238  VERT ORDER  -  SECOND    CLASS 0
 FD0238
 FD0238.The horizontal coordinates were scaled from a topographic map and have
 FD0238.an estimated accuracy of +/- 6 seconds.
 FD0238
 FD0238.The orthometric height was determined by differential leveling
 FD0238.and adjusted by the National Geodetic Survey in June 1991..
 FD0238
 FD0238.The geoid height was determined by GEOID03.
 FD0238
 FD0238.The dynamic height is computed by dividing the NAVD 88
 FD0238.geopotential number by the normal gravity value computed on the
 FD0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0238.degrees latitude (g = 980.6199 gals.).
 FD0238
 FD0238.The modeled gravity was interpolated from observed gravity values.
 FD0238
 FD0238;                    North         East    Units  Estimated Accuracy
 FD0238;SPC TN       -   123,190.      590,920.      MT  (+/- 180 meters Scaled)
 FD0238
 FD0238                          SUPERSEDED SURVEY CONTROL
 FD0238
 FD0238  NGVD 29 (??/??/92)  330.145  (m)         1083.15   (f) ADJ UNCH    2 0
 FD0238
 FD0238.Superseded values are not recommended for survey control.
 FD0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0238.See file dsdata.txt to determine how the superseded data were derived.
 FD0238
 FD0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE816226(NAD 83)
 FD0238_MARKER: DB = BENCH MARK DISK
 FD0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0238_STAMPING: 1083.466 C 7 1930
 FD0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0238+STABILITY: SURFACE MOTION
 FD0238
 FD0238  HISTORY     - Date     Condition        Report By
 FD0238  HISTORY     - 1930     MONUMENTED       CGS
 FD0238  HISTORY     - 1934     GOOD             NGS
 FD0238  HISTORY     - 1971     MARK NOT FOUND   TVA
 FD0238
 FD0238                          STATION DESCRIPTION
 FD0238
 FD0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0238'2.7 MI SW FROM MANCHESTER.
 FD0238'2.7 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0238'LOUIS RAILWAY FROM MANCHESTER, COFFEE COUNTY, 6-3/4 RAILS SOUTH
 FD0238'OF MILEPOST 9, 17 FEET WEST AND 5 FEET NORTH OF POLE 8/30, 33
 FD0238'FEET WEST OF THE WEST RAIL, AND 30 FEET EAST OF THE CENTERLINE
 FD0238'OF STATE HIGHWAY 55.  A STANDARD DISK, STAMPED 1083.466 C 7 1930
 FD0238'AND SET IN THE TOP OF A CONCRETE POST.
 FD0238
 FD0238                          STATION RECOVERY (1971)
 FD0238
 FD0238'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FD0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0588 ***********************************************************************
 FE0588  DESIGNATION -  C 72
 FE0588  PID         -  FE0588
 FE0588  STATE/COUNTY-  TN/HARDEMAN
 FE0588  USGS QUAD   -  BOLIVAR EAST (1983)
 FE0588
 FE0588                         *CURRENT SURVEY CONTROL
 FE0588  ___________________________________________________________________
 FE0588* NAD 83(1986)-  35 15 22.     (N)    088 59 41.     (W)     SCALED    
 FE0588* NAVD 88     -       135.495  (meters)     444.54   (feet)  ADJUSTED  
 FE0588  ___________________________________________________________________
 FE0588  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE0588  DYNAMIC HT  -         135.370 (meters)     444.13  (feet)  COMP
 FE0588  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 FE0588
 FE0588  VERT ORDER  -  SECOND    CLASS 0
 FE0588
 FE0588.The horizontal coordinates were scaled from a topographic map and have
 FE0588.an estimated accuracy of +/- 6 seconds.
 FE0588
 FE0588.The orthometric height was determined by differential leveling
 FE0588.and adjusted by the National Geodetic Survey in June 1991..
 FE0588
 FE0588.The geoid height was determined by GEOID03.
 FE0588
 FE0588.The dynamic height is computed by dividing the NAVD 88
 FE0588.geopotential number by the normal gravity value computed on the
 FE0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0588.degrees latitude (g = 980.6199 gals.).
 FE0588
 FE0588.The modeled gravity was interpolated from observed gravity values.
 FE0588
 FE0588;                    North         East    Units  Estimated Accuracy
 FE0588;SPC TN       -   106,550.      327,520.      MT  (+/- 180 meters Scaled)
 FE0588
 FE0588                          SUPERSEDED SURVEY CONTROL
 FE0588
 FE0588  NGVD 29 (??/??/??)  135.481  (m)          444.49   (f) ADJUSTED    2 0
 FE0588
 FE0588.Superseded values are not recommended for survey control.
 FE0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0588.See file dsdata.txt to determine how the superseded data were derived.
 FE0588
 FE0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE185032(NAD 83)
 FE0588_MARKER: DB = BENCH MARK DISK
 FE0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0588_STAMPING: C 72 1935
 FE0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0588+STABILITY: SURFACE MOTION
 FE0588
 FE0588  HISTORY     - Date     Condition        Report By
 FE0588  HISTORY     - 1935     MONUMENTED       CGS
 FE0588  HISTORY     - 20020918 POOR             USACE
 FE0588
 FE0588                          STATION DESCRIPTION
 FE0588
 FE0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0588'AT BOLIVAR.
 FE0588'AT BOLIVAR, HARDEMAN COUNTY, ON U.S. HIGHWAY 64, 0.1 MILE NORTH
 FE0588'OF THE ILLINOIS CENTRAL RAILROAD STATION, AND AT THE NORTHEAST
 FE0588'CORNER OF THE STANDARD OIL CO BULK PLANT.  A STANDARD DISK,
 FE0588'STAMPED C 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0588
 FE0588                          STATION RECOVERY (2002)
 FE0588
 FE0588'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0588'MARK DESTROYED. RR TRACKS ABANDONED, GRADE LEVELED, PIZZA HUT
 FE0588'RESTAURANT ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1027 ***********************************************************************
 FE1027  DESIGNATION -  C 73
 FE1027  PID         -  FE1027
 FE1027  STATE/COUNTY-  TN/FAYETTE
 FE1027  USGS QUAD   -  SOMERVILLE (1981)
 FE1027
 FE1027                         *CURRENT SURVEY CONTROL
 FE1027  ___________________________________________________________________
 FE1027* NAD 83(1986)-  35 14 21.     (N)    089 20 59.     (W)     SCALED    
 FE1027* NAVD 88     -       120.839  (meters)     396.45   (feet)  ADJUSTED  
 FE1027  ___________________________________________________________________
 FE1027  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1027  DYNAMIC HT  -         120.729 (meters)     396.09  (feet)  COMP
 FE1027  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 FE1027
 FE1027  VERT ORDER  -  SECOND    CLASS 0
 FE1027
 FE1027.The horizontal coordinates were scaled from a topographic map and have
 FE1027.an estimated accuracy of +/- 6 seconds.
 FE1027
 FE1027.The orthometric height was determined by differential leveling
 FE1027.and adjusted by the National Geodetic Survey in June 1991..
 FE1027
 FE1027.The geoid height was determined by GEOID03.
 FE1027
 FE1027.The dynamic height is computed by dividing the NAVD 88
 FE1027.geopotential number by the normal gravity value computed on the
 FE1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1027.degrees latitude (g = 980.6199 gals.).
 FE1027
 FE1027.The modeled gravity was interpolated from observed gravity values.
 FE1027
 FE1027;                    North         East    Units  Estimated Accuracy
 FE1027;SPC TN       -   105,720.      295,160.      MT  (+/- 180 meters Scaled)
 FE1027
 FE1027                          SUPERSEDED SURVEY CONTROL
 FE1027
 FE1027  NGVD 29 (??/??/??)  120.824  (m)          396.40   (f) ADJUSTED    2 0
 FE1027
 FE1027.Superseded values are not recommended for survey control.
 FE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1027.See file dsdata.txt to determine how the superseded data were derived.
 FE1027
 FE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE861020(NAD 83)
 FE1027_MARKER: DB = BENCH MARK DISK
 FE1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1027_STAMPING: C 73 1935
 FE1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1027+STABILITY: SURFACE MOTION
 FE1027
 FE1027  HISTORY     - Date     Condition        Report By
 FE1027  HISTORY     - 1935     MONUMENTED       CGS
 FE1027  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1027
 FE1027                          STATION DESCRIPTION
 FE1027
 FE1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1027'AT SOMERVILLE.
 FE1027'AT SOMERVILLE, FAYETTE COUNTY, ON MAIN STREET, AT THE GRADE
 FE1027'SCHOOL, 8 FEET SOUTH OF THE WALK LEADING TO THE WEST DOOR, AND
 FE1027'8 FEET EAST OF THE CENTERLINE OF THE STREET SIDEWALK. A
 FE1027'STANDARD DISK, STAMPED C 73 1935 AND SET IN THE TOP OF A
 FE1027'CONCRETE POST.
 FE1027
 FE1027                          STATION RECOVERY (2002)
 FE1027
 FE1027'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1027'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1778 ***********************************************************************
 FE1778  DESIGNATION -  C 74
 FE1778  PID         -  FE1778
 FE1778  STATE/COUNTY-  TN/LAUDERDALE
 FE1778  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1778
 FE1778                         *CURRENT SURVEY CONTROL
 FE1778  ___________________________________________________________________
 FE1778* NAD 83(1986)-  35 46 07.     (N)    089 35 37.     (W)     SCALED    
 FE1778* NAVD 88     -       111.610  (meters)     366.17   (feet)  ADJUSTED  
 FE1778  ___________________________________________________________________
 FE1778  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1778  DYNAMIC HT  -         111.515 (meters)     365.86  (feet)  COMP
 FE1778  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 FE1778
 FE1778  VERT ORDER  -  FIRST     CLASS I
 FE1778
 FE1778.The horizontal coordinates were scaled from a topographic map and have
 FE1778.an estimated accuracy of +/- 6 seconds.
 FE1778
 FE1778.The orthometric height was determined by differential leveling
 FE1778.and adjusted by the National Geodetic Survey in June 1991..
 FE1778
 FE1778.The geoid height was determined by GEOID03.
 FE1778
 FE1778.The dynamic height is computed by dividing the NAVD 88
 FE1778.geopotential number by the normal gravity value computed on the
 FE1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1778.degrees latitude (g = 980.6199 gals.).
 FE1778
 FE1778.The modeled gravity was interpolated from observed gravity values.
 FE1778
 FE1778;                    North         East    Units  Estimated Accuracy
 FE1778;SPC TN       -   165,210.      275,130.      MT  (+/- 180 meters Scaled)
 FE1778
 FE1778                          SUPERSEDED SURVEY CONTROL
 FE1778
 FE1778  NGVD 29 (??/??/??)  111.570  (m)          366.04   (f) ADJUSTED    1 1
 FE1778
 FE1778.Superseded values are not recommended for survey control.
 FE1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1778.See file dsdata.txt to determine how the superseded data were derived.
 FE1778
 FE1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE655613(NAD 83)
 FE1778_MARKER: DB = BENCH MARK DISK
 FE1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1778_STAMPING: C 74 1935
 FE1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1778+STABILITY: SURFACE MOTION
 FE1778
 FE1778  HISTORY     - Date     Condition        Report By
 FE1778  HISTORY     - 1935     MONUMENTED       CGS
 FE1778  HISTORY     - 1974     GOOD             NGS
 FE1778  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1778
 FE1778                          STATION DESCRIPTION
 FE1778
 FE1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1778'0.2 MI NW FROM ARP.
 FE1778'ABOUT 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 19 FROM THE
 FE1778'ELEMENTARY SCHOOL AT ARP, 0.6 MILE EAST OF THE J.M. MORRIS STORE,
 FE1778'AT THE FIRST WHITE FRAME HOUSE WEST OF SCHOOL, 92 FEET
 FE1778'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 127.8
 FE1778'FEET EAST OF AND ACROSS HIGHWAY FROM A POWER POLE 46 WITH
 FE1778'TRANSFORMER, 44.7 FEET NORTHEAST OF THE CENTER LINE OFD THE HIGHWAY,
 FE1778'19 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 3 FEET ABOVE
 FE1778'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 FE1778
 FE1778                          STATION RECOVERY (2002)
 FE1778
 FE1778'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0484 ***********************************************************************
 FF0484  DESIGNATION -  C 75
 FF0484  PID         -  FF0484
 FF0484  STATE/COUNTY-  TN/SHELBY
 FF0484  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0484
 FF0484                         *CURRENT SURVEY CONTROL
 FF0484  ___________________________________________________________________
 FF0484* NAD 83(1986)-  35 08 06.     (N)    090 03 37.     (W)     SCALED    
 FF0484* NAVD 88     -        80.982  (meters)     265.69   (feet)  ADJUSTED  
 FF0484  ___________________________________________________________________
 FF0484  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0484  DYNAMIC HT  -          80.909 (meters)     265.45  (feet)  COMP
 FF0484  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 FF0484
 FF0484  VERT ORDER  -  FIRST     CLASS I
 FF0484
 FF0484.The horizontal coordinates were scaled from a topographic map and have
 FF0484.an estimated accuracy of +/- 6 seconds.
 FF0484
 FF0484.The orthometric height was determined by differential leveling
 FF0484.and adjusted by the National Geodetic Survey in June 1991..
 FF0484.WARNING-Repeat measurements at this control monument indicate possible
 FF0484.vertical movement.
 FF0484
 FF0484.The geoid height was determined by GEOID03.
 FF0484
 FF0484.The dynamic height is computed by dividing the NAVD 88
 FF0484.geopotential number by the normal gravity value computed on the
 FF0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0484.degrees latitude (g = 980.6199 gals.).
 FF0484
 FF0484.The modeled gravity was interpolated from observed gravity values.
 FF0484
 FF0484;                    North         East    Units  Estimated Accuracy
 FF0484;SPC TN       -    96,620.      230,050.      MT  (+/- 180 meters Scaled)
 FF0484
 FF0484                          SUPERSEDED SURVEY CONTROL
 FF0484
 FF0484  NGVD 29 (??/??/??)   80.940  (m)          265.55   (f) ADJUSTED    1 1
 FF0484
 FF0484.Superseded values are not recommended for survey control.
 FF0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0484.See file dsdata.txt to determine how the superseded data were derived.
 FF0484
 FF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU678919(NAD 83)
 FF0484_MARKER: DB = BENCH MARK DISK
 FF0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0484_SP_SET: BRIDGE ABUTMENT
 FF0484_STAMPING: C 75 1956
 FF0484_MARK LOGO: CGS   
 FF0484_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0484+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0484
 FF0484  HISTORY     - Date     Condition        Report By
 FF0484  HISTORY     - 1956     MONUMENTED       CGS
 FF0484  HISTORY     - 1974     GOOD             NGS
 FF0484  HISTORY     - 1976     GOOD             NGS
 FF0484  HISTORY     - 19950515 GOOD             TN1620
 FF0484  HISTORY     - 20001128 GOOD             USE
 FF0484
 FF0484                          STATION DESCRIPTION
 FF0484
 FF0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0484'AT MEMPHIS.
 FF0484'AT MEMPHIS, 0.8 MILE SOUTHWEST ALONG SOUTH FRONT STREET FROM THE
 FF0484'COURTHOUSE-CUSTOM HOUSE-POST OFFICE, AT THE INTERSECTION WITH
 FF0484'NETTLETON AVENUE AND A RAILROAD OVERPASS, 1 BLOCK NORTHEAST OF
 FF0484'BUTLER AVENUE AND A CURVE IN SOUTH FRONT STREET, 31 FEET NORTHWEST
 FF0484'OF THE CENTER LINE OF SOUTH FRONT STREET, 22 FEET SOUTHWEST OF THE
 FF0484'CENTER LINE OF NETTLETON AVENUE, SET VERTICALLY IN THE NORTHEAST
 FF0484'FACE OF A CONCRETE RETAINING WALL OF THE NORTHWEST ABUTMENT OF
 FF0484'OVERPASS, 0.6 FOOT NORTHWEST OF THE EAST CORNER, 2 FEET ABOVE
 FF0484'SIDEWALK.
 FF0484
 FF0484                          STATION RECOVERY (1976)
 FF0484
 FF0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0484'RECOVERED IN GOOD CONDITION.
 FF0484
 FF0484                          STATION RECOVERY (1995)
 FF0484
 FF0484'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0484'RECOVERED IN GOOD CONDITION.
 FF0484
 FF0484                          STATION RECOVERY (2000)
 FF0484
 FF0484'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1199 ***********************************************************************
 FE1199  DESIGNATION -  C 76
 FE1199  PID         -  FE1199
 FE1199  STATE/COUNTY-  TN/SHELBY
 FE1199  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1199
 FE1199                         *CURRENT SURVEY CONTROL
 FE1199  ___________________________________________________________________
 FE1199* NAD 83(1986)-  35 10 23.     (N)    089 56 55.     (W)     SCALED    
 FE1199* NAVD 88     -        76.642  (meters)     251.45   (feet)  ADJUSTED  
 FE1199  ___________________________________________________________________
 FE1199  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1199  DYNAMIC HT  -          76.573 (meters)     251.22  (feet)  COMP
 FE1199  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE1199
 FE1199  VERT ORDER  -  SECOND    CLASS 0
 FE1199
 FE1199.The horizontal coordinates were scaled from a topographic map and have
 FE1199.an estimated accuracy of +/- 6 seconds.
 FE1199
 FE1199.The orthometric height was determined by differential leveling
 FE1199.and adjusted by the National Geodetic Survey in June 1991..
 FE1199
 FE1199.The geoid height was determined by GEOID03.
 FE1199
 FE1199.The dynamic height is computed by dividing the NAVD 88
 FE1199.geopotential number by the normal gravity value computed on the
 FE1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1199.degrees latitude (g = 980.6199 gals.).
 FE1199
 FE1199.The modeled gravity was interpolated from observed gravity values.
 FE1199
 FE1199;                    North         East    Units  Estimated Accuracy
 FE1199;SPC TN       -   100,420.      240,390.      MT  (+/- 180 meters Scaled)
 FE1199
 FE1199                          SUPERSEDED SURVEY CONTROL
 FE1199
 FE1199  NGVD 29 (??/??/??)   76.620  (m)          251.38   (f) ADJUSTED    2 0
 FE1199
 FE1199.Superseded values are not recommended for survey control.
 FE1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1199.See file dsdata.txt to determine how the superseded data were derived.
 FE1199
 FE1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD314962(NAD 83)
 FE1199_MARKER: DB = BENCH MARK DISK
 FE1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1199_STAMPING: C 76 1956
 FE1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1199+STABILITY: SURFACE MOTION
 FE1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1199+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1199
 FE1199  HISTORY     - Date     Condition        Report By
 FE1199  HISTORY     - 1956     MONUMENTED       CGS
 FE1199  HISTORY     - 19941120 GOOD             TN1620
 FE1199  HISTORY     - 20021015 GOOD             USACE
 FE1199
 FE1199                          STATION DESCRIPTION
 FE1199
 FE1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1199'AT MEMPHIS.
 FE1199'AT MEMPHIS, ALONG CHELSEA AVENUE, SET VERTICALLY IN THE NORTH
 FE1199'FACE OF CONCRETE FOUNDATION OF CHELSEA AVENUE SUBSTATION OF THE
 FE1199'MEMPHIS LIGHT, GAS AND WATER COMPANY LOCATED AT 3343 CHELSEA
 FE1199'AVENUE, 154 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK OF
 FE1199'THE LOUISVILLE AND NASHVILLE RAILROAD, 30 FEET SOUTH OF SOUTH CURB
 FE1199'OF CHELSEA AVENUE, 1 FOOT WEST OF NORTHEAST CORNER OF BUILDING AND
 FE1199'ABOUT 2 FEET ABOVE GROUND.
 FE1199
 FE1199                          STATION RECOVERY (1994)
 FE1199
 FE1199'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE1199'RECOVERED IN GOOD CONDITION.
 FE1199
 FE1199                          STATION RECOVERY (2002)
 FE1199
 FE1199'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1664 ***********************************************************************
 GB1664  DESIGNATION -  C 78
 GB1664  PID         -  GB1664
 GB1664  STATE/COUNTY-  TN/OVERTON
 GB1664  USGS QUAD   -  LIVINGSTON (1986)
 GB1664
 GB1664                         *CURRENT SURVEY CONTROL
 GB1664  ___________________________________________________________________
 GB1664* NAD 83(1986)-  36 23 18.     (N)    085 18 18.     (W)     SCALED    
 GB1664* NAVD 88     -       326.006  (meters)    1069.57   (feet)  POSTED    
 GB1664  ___________________________________________________________________
 GB1664  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB1664  DYNAMIC HT  -         325.710 (meters)    1068.60  (feet)  COMP
 GB1664  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GB1664
 GB1664  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GB1664
 GB1664.The horizontal coordinates were scaled from a topographic map and have
 GB1664.an estimated accuracy of +/- 6 seconds.
 GB1664
 GB1664.The orthometric height was determined by differential leveling
 GB1664.and adjusted by the National Geodetic Survey in 1992..
 GB1664.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GB1664.rate of 1.1 thru 2.0 mm/km.
 GB1664
 GB1664.The geoid height was determined by GEOID03.
 GB1664
 GB1664.The dynamic height is computed by dividing the NAVD 88
 GB1664.geopotential number by the normal gravity value computed on the
 GB1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1664.degrees latitude (g = 980.6199 gals.).
 GB1664
 GB1664.The modeled gravity was interpolated from observed gravity values.
 GB1664
 GB1664;                    North         East    Units  Estimated Accuracy
 GB1664;SPC TN       -   228,230.      662,350.      MT  (+/- 180 meters Scaled)
 GB1664
 GB1664                          SUPERSEDED SURVEY CONTROL
 GB1664
 GB1664  NGVD 29 (??/??/92)  326.089  (m)         1069.84   (f) ADJ UNCH    2 0
 GB1664
 GB1664.Superseded values are not recommended for survey control.
 GB1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1664.See file dsdata.txt to determine how the superseded data were derived.
 GB1664
 GB1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF520283(NAD 83)
 GB1664_MARKER: DB = BENCH MARK DISK
 GB1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1664_STAMPING: C 78 1935
 GB1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1664+STABILITY: SURFACE MOTION
 GB1664
 GB1664  HISTORY     - Date     Condition        Report By
 GB1664  HISTORY     - 1935     MONUMENTED       CGS
 GB1664
 GB1664                          STATION DESCRIPTION
 GB1664
 GB1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1664'1.1 MI N FROM LIVINGSTON.
 GB1664'1.1 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE COURTHOUSE AT
 GB1664'LIVINGSTON, OVERTON COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 GB1664'85, 125 YARDS EAST OF THE CITY-LIMIT SIGN, 50 FEET EAST OF THE H.
 GB1664'MC CORMICK SERVICE STATION, 22 FEET SOUTH OF THE CENTERLINE OF
 GB1664'STATE HIGHWAY 42, 2 FEET NORTH OF A FENCE, AND ABOUT 0.5 FOOT
 GB1664'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 78 1935 AND
 GB1664'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1002 ***********************************************************************
 FC1002  DESIGNATION -  C 8
 FC1002  PID         -  FC1002
 FC1002  STATE/COUNTY-  TN/WHITE
 FC1002  USGS QUAD   -  DE ROSSETT (1984)
 FC1002
 FC1002                         *CURRENT SURVEY CONTROL
 FC1002  ___________________________________________________________________
 FC1002* NAD 83(1986)-  35 57 03.     (N)    085 18 31.     (W)     SCALED    
 FC1002* NAVD 88     -       568.021  (meters)    1863.58   (feet)  ADJUSTED  
 FC1002  ___________________________________________________________________
 FC1002  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1002  DYNAMIC HT  -         567.487 (meters)    1861.83  (feet)  COMP
 FC1002  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 FC1002
 FC1002  VERT ORDER  -  SECOND    CLASS 0
 FC1002
 FC1002.The horizontal coordinates were scaled from a topographic map and have
 FC1002.an estimated accuracy of +/- 6 seconds.
 FC1002
 FC1002.The orthometric height was determined by differential leveling
 FC1002.and adjusted by the National Geodetic Survey in June 1991..
 FC1002
 FC1002.The geoid height was determined by GEOID03.
 FC1002
 FC1002.The dynamic height is computed by dividing the NAVD 88
 FC1002.geopotential number by the normal gravity value computed on the
 FC1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1002.degrees latitude (g = 980.6199 gals.).
 FC1002
 FC1002.The modeled gravity was interpolated from observed gravity values.
 FC1002
 FC1002;                    North         East    Units  Estimated Accuracy
 FC1002;SPC TN       -   179,680.      662,370.      MT  (+/- 180 meters Scaled)
 FC1002
 FC1002                          SUPERSEDED SURVEY CONTROL
 FC1002
 FC1002  NGVD 29 (??/??/92)  568.070  (m)         1863.74   (f) ADJ UNCH    2 0
 FC1002
 FC1002.Superseded values are not recommended for survey control.
 FC1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1002.See file dsdata.txt to determine how the superseded data were derived.
 FC1002
 FC1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE525798(NAD 83)
 FC1002_MARKER: DB = BENCH MARK DISK
 FC1002_SETTING: 66 = SET IN ROCK OUTCROP
 FC1002_SP_SET: BED ROCK
 FC1002_STAMPING: 1863.920 C 8 1931
 FC1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1002+STABILITY: POSITION/ELEVATION WELL
 FC1002
 FC1002  HISTORY     - Date     Condition        Report By
 FC1002  HISTORY     - 1931     MONUMENTED       CGS
 FC1002  HISTORY     - 1954     MARK NOT FOUND   NGS
 FC1002
 FC1002                          STATION DESCRIPTION
 FC1002
 FC1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FC1002'AT DE ROSSET.
 FC1002'AT DE ROSSET, WHITE COUNTY, ABOUT 1/4 MILE NORTH OF THE NASHVILLE,
 FC1002'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, ABOUT 5 RAILS NORTH OF
 FC1002'THE FROG AT THE EAST POINT OF THE WYE, 8 FEET NORTHEAST OF THE
 FC1002'NORTHEAST RAIL, AND IN BED ROCK, ABOUT LEVEL WITH THE TRACK.  A
 FC1002'STANDARD DISK, STAMPED 1863.920 C 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0178 ***********************************************************************
 GC0178  DESIGNATION -  C 80
 GC0178  PID         -  GC0178
 GC0178  STATE/COUNTY-  TN/SMITH
 GC0178  USGS QUAD   -  ALEXANDRIA (1983)
 GC0178
 GC0178                         *CURRENT SURVEY CONTROL
 GC0178  ___________________________________________________________________
 GC0178* NAD 83(1986)-  36 07 21.     (N)    086 00 31.     (W)     SCALED    
 GC0178* NAVD 88     -       186.215  (meters)     610.94   (feet)  ADJUSTED  
 GC0178  ___________________________________________________________________
 GC0178  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0178  DYNAMIC HT  -         186.054 (meters)     610.41  (feet)  COMP
 GC0178  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 GC0178
 GC0178  VERT ORDER  -  SECOND    CLASS 0
 GC0178
 GC0178.The horizontal coordinates were scaled from a topographic map and have
 GC0178.an estimated accuracy of +/- 6 seconds.
 GC0178
 GC0178.The orthometric height was determined by differential leveling
 GC0178.and adjusted by the National Geodetic Survey in June 1991..
 GC0178
 GC0178.The geoid height was determined by GEOID03.
 GC0178
 GC0178.The dynamic height is computed by dividing the NAVD 88
 GC0178.geopotential number by the normal gravity value computed on the
 GC0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0178.degrees latitude (g = 980.6199 gals.).
 GC0178
 GC0178.The modeled gravity was interpolated from observed gravity values.
 GC0178
 GC0178;                    North         East    Units  Estimated Accuracy
 GC0178;SPC TN       -   198,510.      599,230.      MT  (+/- 180 meters Scaled)
 GC0178
 GC0178                          SUPERSEDED SURVEY CONTROL
 GC0178
 GC0178  NGVD 29 (??/??/92)  186.275  (m)          611.14   (f) ADJ UNCH    2 0
 GC0178
 GC0178.Superseded values are not recommended for survey control.
 GC0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0178.See file dsdata.txt to determine how the superseded data were derived.
 GC0178
 GC0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE892979(NAD 83)
 GC0178_MARKER: DB = BENCH MARK DISK
 GC0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0178_STAMPING: C 80 1935
 GC0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0178+STABILITY: SURFACE MOTION
 GC0178
 GC0178  HISTORY     - Date     Condition        Report By
 GC0178  HISTORY     - 1935     MONUMENTED       CGS
 GC0178  HISTORY     - 1956     MARK NOT FOUND   NGS
 GC0178
 GC0178                          STATION DESCRIPTION
 GC0178
 GC0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GC0178'1.1 MI E FROM NORTH ALEXANDRIA.
 GC0178'1.1 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0178'STATION AT NORTH ALEXANDRIA, SMITH COUNTY, 62 YARDS WEST OF A
 GC0178'ROAD CROSSING, 24 FEET NORTH OF THE NORTH RAIL, 16 FEET SOUTH
 GC0178'OF THE CENTERLINE OF A GRAVEL ROAD, AND 1 FOOT HIGHER THAN THE
 GC0178'RAIL.  A STANDARD DISK, STAMPED C 80 1935 AND SET IN THE TOP OF
 GC0178'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1655 ***********************************************************************
 GB1655  DESIGNATION -  C 81
 GB1655  PID         -  GB1655
 GB1655  STATE/COUNTY-  TN/PUTNAM
 GB1655  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1655
 GB1655                         *CURRENT SURVEY CONTROL
 GB1655  ___________________________________________________________________
 GB1655* NAD 83(1986)-  36 11 52.     (N)    085 26 36.     (W)     SCALED    
 GB1655* NAVD 88     -       337.102  (meters)    1105.98   (feet)  ADJUSTED  
 GB1655  ___________________________________________________________________
 GB1655  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GB1655  DYNAMIC HT  -         336.801 (meters)    1104.99  (feet)  COMP
 GB1655  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 GB1655
 GB1655  VERT ORDER  -  SECOND    CLASS 0
 GB1655
 GB1655.The horizontal coordinates were scaled from a topographic map and have
 GB1655.an estimated accuracy of +/- 6 seconds.
 GB1655
 GB1655.The orthometric height was determined by differential leveling
 GB1655.and adjusted by the National Geodetic Survey in June 1991..
 GB1655
 GB1655.The geoid height was determined by GEOID03.
 GB1655
 GB1655.The dynamic height is computed by dividing the NAVD 88
 GB1655.geopotential number by the normal gravity value computed on the
 GB1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1655.degrees latitude (g = 980.6199 gals.).
 GB1655
 GB1655.The modeled gravity was interpolated from observed gravity values.
 GB1655
 GB1655;                    North         East    Units  Estimated Accuracy
 GB1655;SPC TN       -   207,000.      650,060.      MT  (+/- 180 meters Scaled)
 GB1655
 GB1655                          SUPERSEDED SURVEY CONTROL
 GB1655
 GB1655  NGVD 29 (??/??/92)  337.189  (m)         1106.26   (f) ADJ UNCH    2 0
 GB1655
 GB1655.Superseded values are not recommended for survey control.
 GB1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1655.See file dsdata.txt to determine how the superseded data were derived.
 GB1655
 GB1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF399070(NAD 83)
 GB1655_MARKER: DB = BENCH MARK DISK
 GB1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1655_STAMPING: C 81 1935
 GB1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1655+STABILITY: SURFACE MOTION
 GB1655
 GB1655  HISTORY     - Date     Condition        Report By
 GB1655  HISTORY     - 1935     MONUMENTED       CGS
 GB1655  HISTORY     - 20060911 MARK NOT FOUND   TVA
 GB1655
 GB1655                          STATION DESCRIPTION
 GB1655
 GB1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1655'0.4 MI N FROM ALGOOD.
 GB1655'0.4 MILE NORTH ALONG STATE HIGHWAY 42 FROM THE TENNESSEE CENTRAL
 GB1655'RAILWAY STATION AT ALGOOD, PUTNAM COUNTY, 250 YARDS EAST OF THE
 GB1655'NORTHEAST CORNER OF THE PUBLIC SCHOOL, IN THE NORTHEAST CORNER OF
 GB1655'THE LAWN, 16 FEET SOUTH OF THE CENTERLINE OF A DRIVE LEADING TO
 GB1655'THE BUILDING, 31 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GB1655'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB1655'C 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1655
 GB1655                          STATION RECOVERY (2006)
 GB1655
 GB1655'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1990 ***********************************************************************
 GB1990  DESIGNATION -  C 82
 GB1990  PID         -  GB1990
 GB1990  STATE/COUNTY-  TN/CLAY
 GB1990  USGS QUAD   -  CELINA (1981)
 GB1990
 GB1990                         *CURRENT SURVEY CONTROL
 GB1990  ___________________________________________________________________
 GB1990* NAD 83(1986)-  36 34 09.     (N)    085 31 50.     (W)     SCALED    
 GB1990* NAVD 88     -       166.971  (meters)     547.80   (feet)  ADJUSTED  
 GB1990  ___________________________________________________________________
 GB1990  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1990  DYNAMIC HT  -         166.830 (meters)     547.34  (feet)  COMP
 GB1990  MODELED GRAV-     979,784.7   (mgal)                       NAVD 88
 GB1990
 GB1990  VERT ORDER  -  SECOND    CLASS 0
 GB1990
 GB1990.The horizontal coordinates were scaled from a topographic map and have
 GB1990.an estimated accuracy of +/- 6 seconds.
 GB1990
 GB1990.The orthometric height was determined by differential leveling
 GB1990.and adjusted by the National Geodetic Survey in June 1991..
 GB1990.WARNING-Repeat measurements at this control monument indicate possible
 GB1990.vertical movement.
 GB1990
 GB1990.The geoid height was determined by GEOID03.
 GB1990
 GB1990.The dynamic height is computed by dividing the NAVD 88
 GB1990.geopotential number by the normal gravity value computed on the
 GB1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1990.degrees latitude (g = 980.6199 gals.).
 GB1990
 GB1990.The modeled gravity was interpolated from observed gravity values.
 GB1990
 GB1990;                    North         East    Units  Estimated Accuracy
 GB1990;SPC TN       -   248,170.      642,020.      MT  (+/- 180 meters Scaled)
 GB1990
 GB1990                          SUPERSEDED SURVEY CONTROL
 GB1990
 GB1990  NGVD 29 (??/??/92)  167.088  (m)          548.19   (f) ADJ UNCH    2 0
 GB1990
 GB1990.Superseded values are not recommended for survey control.
 GB1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1990.See file dsdata.txt to determine how the superseded data were derived.
 GB1990
 GB1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF314480(NAD 83)
 GB1990_MARKER: DB = BENCH MARK DISK
 GB1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1990_STAMPING: C 82 1935
 GB1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1990+STABILITY: SURFACE MOTION
 GB1990
 GB1990  HISTORY     - Date     Condition        Report By
 GB1990  HISTORY     - 1935     MONUMENTED       CGS
 GB1990  HISTORY     - 1951     GOOD             NGS
 GB1990
 GB1990                          STATION DESCRIPTION
 GB1990
 GB1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1990'1.9 MI NW FROM CELINA.
 GB1990'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1990'HOUSE AT CELINA, ABOUT 0.45 MILE WEST OF THE JUNCTION OF A GRAVEL
 GB1990'ROAD EAST, ABOUT 0.6 MILE NORTHWEST OF A BRIDGE OVER PROCTOR
 GB1990'CREEK, 18 FEET SOUTH OF CENTER LINE OF HIGHWAY, 30 FEET EAST
 GB1990'OF EAST END OF SOUTH HEAD WALL OF AN 8-FOOT CONCRETE CULVERT,
 GB1990'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GB1990'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GB1990'INCHES.  NOTE-- MARK IS SLIGHTLY LOOSE AND LEANS SLIGHTLY TO THE
 GB1990'NORTH.  APPEARS TO HAVE BEEN HIT BY FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0227 ***********************************************************************
 GC0227  DESIGNATION -  C 83
 GC0227  PID         -  GC0227
 GC0227  STATE/COUNTY-  TN/TROUSDALE
 GC0227  USGS QUAD   -  HILLSDALE (1994)
 GC0227
 GC0227                         *CURRENT SURVEY CONTROL
 GC0227  ___________________________________________________________________
 GC0227* NAD 83(1986)-  36 25 08.     (N)    086 05 49.     (W)     SCALED    
 GC0227* NAVD 88     -       150.922  (meters)     495.15   (feet)  ADJUSTED  
 GC0227  ___________________________________________________________________
 GC0227  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC0227  DYNAMIC HT  -         150.797 (meters)     494.74  (feet)  COMP
 GC0227  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GC0227
 GC0227  VERT ORDER  -  SECOND    CLASS 0
 GC0227
 GC0227.The horizontal coordinates were scaled from a topographic map and have
 GC0227.an estimated accuracy of +/- 6 seconds.
 GC0227
 GC0227.The orthometric height was determined by differential leveling
 GC0227.and adjusted by the National Geodetic Survey in June 1991..
 GC0227
 GC0227.The geoid height was determined by GEOID03.
 GC0227
 GC0227.The dynamic height is computed by dividing the NAVD 88
 GC0227.geopotential number by the normal gravity value computed on the
 GC0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0227.degrees latitude (g = 980.6199 gals.).
 GC0227
 GC0227.The modeled gravity was interpolated from observed gravity values.
 GC0227
 GC0227;                    North         East    Units  Estimated Accuracy
 GC0227;SPC TN       -   231,400.      591,310.      MT  (+/- 180 meters Scaled)
 GC0227
 GC0227                          SUPERSEDED SURVEY CONTROL
 GC0227
 GC0227  NGVD 29 (??/??/92)  151.002  (m)          495.41   (f) ADJ UNCH    2 0
 GC0227
 GC0227.Superseded values are not recommended for survey control.
 GC0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0227.See file dsdata.txt to determine how the superseded data were derived.
 GC0227
 GC0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF809307(NAD 83)
 GC0227_MARKER: DB = BENCH MARK DISK
 GC0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0227_STAMPING: C 83 1935
 GC0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0227+STABILITY: SURFACE MOTION
 GC0227
 GC0227  HISTORY     - Date     Condition        Report By
 GC0227  HISTORY     - 1935     MONUMENTED       CGS
 GC0227  HISTORY     - 1958     MARK NOT FOUND   NGS
 GC0227
 GC0227                          STATION DESCRIPTION
 GC0227
 GC0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC0227'3 MI W FROM HILLSDALE.
 GC0227'IN TROUSDALE COUNTY, 3.0 MILES WEST ALONG STATE HIGHWAY 10 FROM
 GC0227'HILLSDALE, MACON COUNTY, IN THE SOUTHWEST CORNER OF THE BEECH
 GC0227'GROVE SCHOOL YARD, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC0227'A SHED, 27 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GC0227'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 83 1935 AND
 GC0227'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A SECTION OF A
 GC0227'CONCRETE POST SIMILAR TO THAT USED BY THE COAST AND GEODETIC
 GC0227'SURVEY WAS FOUND NEAR THE DESCRIBED LOCATION.  THIS COULD HAVE
 GC0227'BEEN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1788 ***********************************************************************
 GB1788  DESIGNATION -  C 84
 GB1788  PID         -  GB1788
 GB1788  STATE/COUNTY-  TN/PUTNAM
 GB1788  USGS QUAD   -  BAXTER (1981)
 GB1788
 GB1788                         *CURRENT SURVEY CONTROL
 GB1788  ___________________________________________________________________
 GB1788* NAD 83(1986)-  36 07 58.     (N)    085 39 48.     (W)     SCALED    
 GB1788* NAVD 88     -       323.120  (meters)    1060.10   (feet)  ADJUSTED  
 GB1788  ___________________________________________________________________
 GB1788  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1788  DYNAMIC HT  -         322.830 (meters)    1059.15  (feet)  COMP
 GB1788  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 GB1788
 GB1788  VERT ORDER  -  SECOND    CLASS 0
 GB1788
 GB1788.The horizontal coordinates were scaled from a topographic map and have
 GB1788.an estimated accuracy of +/- 6 seconds.
 GB1788
 GB1788.The orthometric height was determined by differential leveling
 GB1788.and adjusted by the National Geodetic Survey in June 1991..
 GB1788
 GB1788.The geoid height was determined by GEOID03.
 GB1788
 GB1788.The dynamic height is computed by dividing the NAVD 88
 GB1788.geopotential number by the normal gravity value computed on the
 GB1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1788.degrees latitude (g = 980.6199 gals.).
 GB1788
 GB1788.The modeled gravity was interpolated from observed gravity values.
 GB1788
 GB1788;                    North         East    Units  Estimated Accuracy
 GB1788;SPC TN       -   199,700.      630,300.      MT  (+/- 180 meters Scaled)
 GB1788
 GB1788                          SUPERSEDED SURVEY CONTROL
 GB1788
 GB1788  NGVD 29 (??/??/92)  323.181  (m)         1060.30   (f) ADJ UNCH    2 0
 GB1788
 GB1788.Superseded values are not recommended for survey control.
 GB1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1788.See file dsdata.txt to determine how the superseded data were derived.
 GB1788
 GB1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE202995(NAD 83)
 GB1788_MARKER: DB = BENCH MARK DISK
 GB1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1788_STAMPING: C 84 1935
 GB1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1788+STABILITY: SURFACE MOTION
 GB1788
 GB1788  HISTORY     - Date     Condition        Report By
 GB1788  HISTORY     - 1935     MONUMENTED       CGS
 GB1788  HISTORY     - 1960     GOOD             NGS
 GB1788
 GB1788                          STATION DESCRIPTION
 GB1788
 GB1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1788'3 MI SW FROM BAXTER.
 GB1788'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1788'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN
 GB1788'0.5 MILE SOUTH ON A GRAVELED ROAD, THEN 1.4 MILES WEST ON INTERSTATE
 GB1788'HIGHWAY 40, THEN 0.2 MILE NORTHWEST ON A GRAVELED ROAD TO A
 GB1788'RAILROAD CROSSING.  THE BENCH MARK IS ABOUT 225 YARDS NORTH OF
 GB1788'A FARM HOUSE, 39 FT. SOUTHEAST OF THE INTERSECTION OF THE SOUTH
 GB1788'RAIL AND THE CENTER OF THE GRAVELED ROAD, AND 22 FT. SOUTH
 GB1788'OF THE SOUTH RAIL.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1788'PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0162 ***********************************************************************
 GC0162  DESIGNATION -  C 85
 GC0162  PID         -  GC0162
 GC0162  STATE/COUNTY-  TN/WILSON
 GC0162  USGS QUAD   -  LEBANON (1983)
 GC0162
 GC0162                         *CURRENT SURVEY CONTROL
 GC0162  ___________________________________________________________________
 GC0162* NAD 83(1986)-  36 13 05.     (N)    086 19 34.     (W)     SCALED    
 GC0162* NAVD 88     -       168.347  (meters)     552.32   (feet)  ADJUSTED  
 GC0162  ___________________________________________________________________
 GC0162  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0162  DYNAMIC HT  -         168.208 (meters)     551.86  (feet)  COMP
 GC0162  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 GC0162
 GC0162  VERT ORDER  -  SECOND    CLASS 0
 GC0162
 GC0162.The horizontal coordinates were scaled from a topographic map and have
 GC0162.an estimated accuracy of +/- 6 seconds.
 GC0162
 GC0162.The orthometric height was determined by differential leveling
 GC0162.and adjusted by the National Geodetic Survey in June 1991..
 GC0162
 GC0162.The geoid height was determined by GEOID03.
 GC0162
 GC0162.The dynamic height is computed by dividing the NAVD 88
 GC0162.geopotential number by the normal gravity value computed on the
 GC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0162.degrees latitude (g = 980.6199 gals.).
 GC0162
 GC0162.The modeled gravity was interpolated from observed gravity values.
 GC0162
 GC0162;                    North         East    Units  Estimated Accuracy
 GC0162;SPC TN       -   209,160.      570,680.      MT  (+/- 180 meters Scaled)
 GC0162
 GC0162                          SUPERSEDED SURVEY CONTROL
 GC0162
 GC0162  NGVD 29 (??/??/92)  168.408  (m)          552.52   (f) ADJ UNCH    2 0
 GC0162
 GC0162.Superseded values are not recommended for survey control.
 GC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0162.See file dsdata.txt to determine how the superseded data were derived.
 GC0162
 GC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF605083(NAD 83)
 GC0162_MARKER: DB = BENCH MARK DISK
 GC0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0162_STAMPING: C 85 1935
 GC0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0162+STABILITY: SURFACE MOTION
 GC0162
 GC0162  HISTORY     - Date     Condition        Report By
 GC0162  HISTORY     - 1935     MONUMENTED       CGS
 GC0162
 GC0162                          STATION DESCRIPTION
 GC0162
 GC0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0162'2.2 MI NW FROM LEBANON.
 GC0162'2.2 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC0162'THE STATION AT LEBANON, WILSON COUNTY, 0.2 MILE WEST OF MILEPOST
 GC0162'30, 19 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 47 FEET
 GC0162'NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF A WIRE FENCE, AND
 GC0162'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 85 1935 AND
 GC0162'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0020 ***********************************************************************
 GC0020  DESIGNATION -  C 86
 GC0020  PID         -  GC0020
 GC0020  STATE/COUNTY-  TN/SUMNER
 GC0020  USGS QUAD   -  TURNERS STATION (1979)
 GC0020
 GC0020                         *CURRENT SURVEY CONTROL
 GC0020  ___________________________________________________________________
 GC0020* NAD 83(1986)-  36 30 56.     (N)    086 15 56.     (W)     SCALED    
 GC0020* NAVD 88     -       186.441  (meters)     611.68   (feet)  ADJUSTED  
 GC0020  ___________________________________________________________________
 GC0020  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0020  DYNAMIC HT  -         186.291 (meters)     611.19  (feet)  COMP
 GC0020  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 GC0020
 GC0020  VERT ORDER  -  SECOND    CLASS 0
 GC0020
 GC0020.The horizontal coordinates were scaled from a topographic map and have
 GC0020.an estimated accuracy of +/- 6 seconds.
 GC0020
 GC0020.The orthometric height was determined by differential leveling
 GC0020.and adjusted by the National Geodetic Survey in June 1991..
 GC0020.WARNING-Repeat measurements at this control monument indicate possible
 GC0020.vertical movement.
 GC0020
 GC0020.The geoid height was determined by GEOID03.
 GC0020
 GC0020.The dynamic height is computed by dividing the NAVD 88
 GC0020.geopotential number by the normal gravity value computed on the
 GC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0020.degrees latitude (g = 980.6199 gals.).
 GC0020
 GC0020.The modeled gravity was interpolated from observed gravity values.
 GC0020
 GC0020;                    North         East    Units  Estimated Accuracy
 GC0020;SPC TN       -   242,160.      576,210.      MT  (+/- 180 meters Scaled)
 GC0020
 GC0020                          SUPERSEDED SURVEY CONTROL
 GC0020
 GC0020  NGVD 29 (??/??/92)  186.523  (m)          611.95   (f) ADJ UNCH    2 0
 GC0020
 GC0020.Superseded values are not recommended for survey control.
 GC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0020.See file dsdata.txt to determine how the superseded data were derived.
 GC0020
 GC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657413(NAD 83)
 GC0020_MARKER: DB = BENCH MARK DISK
 GC0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0020_STAMPING: C 86 1935
 GC0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0020+STABILITY: SURFACE MOTION
 GC0020
 GC0020  HISTORY     - Date     Condition        Report By
 GC0020  HISTORY     - 1935     MONUMENTED       CGS
 GC0020  HISTORY     - 1961     GOOD             NGS
 GC0020  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0020
 GC0020                          STATION DESCRIPTION
 GC0020
 GC0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0020'0.7 MI N FROM BRANSFORD.
 GC0020'0.7 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0020'THE STATION AT BRANSFORD, SUMNER COUNTY, 50 YARDS SOUTH OF THE DELMAR
 GC0020'CARR GROCERY STORE, 27 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 GC0020'31E, 13 FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE RAIL.  A
 GC0020'STANDARD DISK, STAMPED C 86 1935 AND SET IN THE TOP OF A CONCRETE
 GC0020'POST.  NOTE-- UPON RELEVELING, IT APPEARS THAT THIS MARK HAS BEEN
 GC0020'DISTURBED BUT THE MARK ITSELF APPEARS TO BE IN GOOD CONDITION,
 GC0020'ALSO THE R.R. STATION AT BRANSFORD HAS BEEN TORN DOWN.
 GC0020
 GC0020                          STATION RECOVERY (1961)
 GC0020
 GC0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0020'RECOVERED IN GOOD CONDITION.
 GC0020
 GC0020                          STATION RECOVERY (2002)
 GC0020
 GC0020'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0020'RAILROAD HAS BEEN DISMANTLED, STORE HAS BEEN DEMOLISHED, AND HIGHWAY
 GC0020'HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0429 ***********************************************************************
 GC0429  DESIGNATION -  C 87
 GC0429  PID         -  GC0429
 GC0429  STATE/COUNTY-  TN/DAVIDSON
 GC0429  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0429
 GC0429                         *CURRENT SURVEY CONTROL
 GC0429  ___________________________________________________________________
 GC0429* NAD 83(1986)-  36 16 28.     (N)    086 42 38.     (W)     SCALED    
 GC0429* NAVD 88     -       153.599  (meters)     503.93   (feet)  ADJUSTED  
 GC0429  ___________________________________________________________________
 GC0429  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0429  DYNAMIC HT  -         153.468 (meters)     503.50  (feet)  COMP
 GC0429  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0429
 GC0429  VERT ORDER  -  SECOND    CLASS 0
 GC0429
 GC0429.The horizontal coordinates were scaled from a topographic map and have
 GC0429.an estimated accuracy of +/- 6 seconds.
 GC0429
 GC0429.The orthometric height was determined by differential leveling
 GC0429.and adjusted by the National Geodetic Survey in June 1991..
 GC0429
 GC0429.The geoid height was determined by GEOID03.
 GC0429
 GC0429.The dynamic height is computed by dividing the NAVD 88
 GC0429.geopotential number by the normal gravity value computed on the
 GC0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0429.degrees latitude (g = 980.6199 gals.).
 GC0429
 GC0429.The modeled gravity was interpolated from observed gravity values.
 GC0429
 GC0429;                    North         East    Units  Estimated Accuracy
 GC0429;SPC TN       -   215,600.      536,160.      MT  (+/- 180 meters Scaled)
 GC0429
 GC0429                          SUPERSEDED SURVEY CONTROL
 GC0429
 GC0429  NGVD 29 (??/??/92)  153.645  (m)          504.08   (f) ADJ UNCH    2 0
 GC0429
 GC0429.Superseded values are not recommended for survey control.
 GC0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0429.See file dsdata.txt to determine how the superseded data were derived.
 GC0429
 GC0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF259144(NAD 83)
 GC0429_MARKER: DB = BENCH MARK DISK
 GC0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0429_STAMPING: C 87 1935
 GC0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0429+STABILITY: SURFACE MOTION
 GC0429
 GC0429  HISTORY     - Date     Condition        Report By
 GC0429  HISTORY     - 1935     MONUMENTED       CGS
 GC0429  HISTORY     - 1950     MARK NOT FOUND   NGS
 GC0429
 GC0429                          STATION DESCRIPTION
 GC0429
 GC0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GC0429'AT AMQUZ.
 GC0429'AT AMQUI, DAVIDSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0429'RAILROAD, 89 FEET NORTH OF THE NORTH END OF THE STATION,
 GC0429'45.5 FEET WEST OF THE WEST RAIL OF THE TRACKS EAST OF THE
 GC0429'STATION, 18.8 FEET EAST OF THE EAST RAIL OF THE TRACKS WEST
 GC0429'OF THE STATION, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 GC0429'STAMPED C 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0070 ***********************************************************************
 GC0070  DESIGNATION -  C 88
 GC0070  PID         -  GC0070
 GC0070  STATE/COUNTY-  TN/SUMNER
 GC0070  USGS QUAD   -  FOUNTAIN HEAD (1981)
 GC0070
 GC0070                         *CURRENT SURVEY CONTROL
 GC0070  ___________________________________________________________________
 GC0070* NAD 83(1986)-  36 33 02.     (N)    086 29 48.     (W)     SCALED    
 GC0070* NAVD 88     -       245.887  (meters)     806.71   (feet)  ADJUSTED  
 GC0070  ___________________________________________________________________
 GC0070  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC0070  DYNAMIC HT  -         245.684 (meters)     806.05  (feet)  COMP
 GC0070  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GC0070
 GC0070  VERT ORDER  -  SECOND    CLASS 0
 GC0070
 GC0070.The horizontal coordinates were scaled from a topographic map and have
 GC0070.an estimated accuracy of +/- 6 seconds.
 GC0070
 GC0070.The orthometric height was determined by differential leveling
 GC0070.and adjusted by the National Geodetic Survey in June 1991..
 GC0070
 GC0070.The geoid height was determined by GEOID03.
 GC0070
 GC0070.The dynamic height is computed by dividing the NAVD 88
 GC0070.geopotential number by the normal gravity value computed on the
 GC0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0070.degrees latitude (g = 980.6199 gals.).
 GC0070
 GC0070.The modeled gravity was interpolated from observed gravity values.
 GC0070
 GC0070;                    North         East    Units  Estimated Accuracy
 GC0070;SPC TN       -   246,120.      555,530.      MT  (+/- 180 meters Scaled)
 GC0070
 GC0070                          SUPERSEDED SURVEY CONTROL
 GC0070
 GC0070  NGVD 29 (??/??/92)  245.974  (m)          807.00   (f) ADJ UNCH    2 0
 GC0070
 GC0070.Superseded values are not recommended for survey control.
 GC0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0070.See file dsdata.txt to determine how the superseded data were derived.
 GC0070
 GC0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF450451(NAD 83)
 GC0070_MARKER: DB = BENCH MARK DISK
 GC0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0070_STAMPING: C 88 1935
 GC0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0070+STABILITY: SURFACE MOTION
 GC0070
 GC0070  HISTORY     - Date     Condition        Report By
 GC0070  HISTORY     - 1935     MONUMENTED       CGS
 GC0070  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 GC0070
 GC0070                          STATION DESCRIPTION
 GC0070
 GC0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0070'AT FOUNTAIN HEAD.
 GC0070'AT FOUNTAIN HEAD, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0070'RAILROAD, 39 FEET EAST OF THE EAST CORNER OF THE CONCRETE PORCH
 GC0070'ON THE FRONT OF THE A. FREELAND STORE, 28 FEET SOUTHWEST OF THE
 GC0070'SOUTHWEST RAIL, 2 FEET NORTHEAST OF A WIRE FENCE, AND LEVEL WITH
 GC0070'THE TRACK.  A STANDARD DISK, STAMPED C 88 1935 AND SET IN THE TOP
 GC0070'OF A CONCRETE POST.
 GC0070
 GC0070                          STATION RECOVERY (2002)
 GC0070
 GC0070'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0070'LARGE PILES OF ASPHALT IN IMMEDIATE AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1619 ***********************************************************************
 FE1619  DESIGNATION -  C 89
 FE1619  PID         -  FE1619
 FE1619  STATE/COUNTY-  TN/LAUDERDALE
 FE1619  USGS QUAD   -  FORT PILLOW (1972)
 FE1619
 FE1619                         *CURRENT SURVEY CONTROL
 FE1619  ___________________________________________________________________
 FE1619* NAD 83(1986)-  35 40 44.     (N)    089 42 26.     (W)     SCALED    
 FE1619* NAVD 88     -        90.310  (meters)     296.29   (feet)  ADJUSTED  
 FE1619  ___________________________________________________________________
 FE1619  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1619  DYNAMIC HT  -          90.234 (meters)     296.04  (feet)  COMP
 FE1619  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 FE1619
 FE1619  VERT ORDER  -  FIRST     CLASS II
 FE1619
 FE1619.The horizontal coordinates were scaled from a topographic map and have
 FE1619.an estimated accuracy of +/- 6 seconds.
 FE1619
 FE1619.The orthometric height was determined by differential leveling
 FE1619.and adjusted by the National Geodetic Survey in June 1991..
 FE1619
 FE1619.The geoid height was determined by GEOID03.
 FE1619
 FE1619.The dynamic height is computed by dividing the NAVD 88
 FE1619.geopotential number by the normal gravity value computed on the
 FE1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1619.degrees latitude (g = 980.6199 gals.).
 FE1619
 FE1619.The modeled gravity was interpolated from observed gravity values.
 FE1619
 FE1619;                    North         East    Units  Estimated Accuracy
 FE1619;SPC TN       -   155,640.      264,490.      MT  (+/- 180 meters Scaled)
 FE1619
 FE1619                          SUPERSEDED SURVEY CONTROL
 FE1619
 FE1619  NGVD 29 (??/??/??)   90.273  (m)          296.17   (f) ADJUSTED    1 2
 FE1619
 FE1619.Superseded values are not recommended for survey control.
 FE1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1619.See file dsdata.txt to determine how the superseded data were derived.
 FE1619
 FE1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE549517(NAD 83)
 FE1619_MARKER: DB = BENCH MARK DISK
 FE1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1619_STAMPING: C 89 1957
 FE1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1619+STABILITY: SURFACE MOTION
 FE1619
 FE1619  HISTORY     - Date     Condition        Report By
 FE1619  HISTORY     - 1957     MONUMENTED       CGS
 FE1619  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1619
 FE1619                          STATION DESCRIPTION
 FE1619
 FE1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1619'0.2 MI NW FROM CHERRY.
 FE1619'0.15 MILE NORTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1619'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, 48 1/2
 FE1619'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET NORTH OF
 FE1619'THE CENTER LINE OF A DRIVEWAY LEADING WEST TO A FRAME HOUSE, 93
 FE1619'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 FE1619'HOUSE, 67 1/2 FEET EAST OF A WELL PUMP, 17 FEET EAST-NORTHEAST
 FE1619'OF A 12-INCH FORKED LOUCST TREE, 15 FEET WEST OF A FENCE CORNER,
 FE1619'17 FEET NORTHEAST OF A 12-INCH CHINABERRY TREE, 1 FOOT SOUTH OF
 FE1619'A FENCE LINE, 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 FE1619'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 FE1619'GROUND.  NOTE-- ABOUT 1.05 MILE SOUTHWEST ALONG STATE HIGHWAY 87
 FE1619'FROM THE ROAD JUNCTION AT THREE POINT.
 FE1619
 FE1619                          STATION RECOVERY (1971)
 FE1619
 FE1619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1107 ***********************************************************************
 FC1107  DESIGNATION -  C 89
 FC1107  PID         -  FC1107
 FC1107  STATE/COUNTY-  TN/HAMILTON
 FC1107  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1107
 FC1107                         *CURRENT SURVEY CONTROL
 FC1107  ___________________________________________________________________
 FC1107* NAD 83(1986)-  35 06 24.     (N)    085 14 01.     (W)     SCALED    
 FC1107* NAVD 88     -       212.755  (meters)     698.01   (feet)  ADJUSTED  
 FC1107  ___________________________________________________________________
 FC1107  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1107  DYNAMIC HT  -         212.544 (meters)     697.32  (feet)  COMP
 FC1107  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 FC1107
 FC1107  VERT ORDER  -  FIRST     CLASS II
 FC1107
 FC1107.The horizontal coordinates were scaled from a topographic map and have
 FC1107.an estimated accuracy of +/- 6 seconds.
 FC1107
 FC1107.The orthometric height was determined by differential leveling
 FC1107.and adjusted by the National Geodetic Survey in June 1991..
 FC1107
 FC1107.The geoid height was determined by GEOID03.
 FC1107
 FC1107.The dynamic height is computed by dividing the NAVD 88
 FC1107.geopotential number by the normal gravity value computed on the
 FC1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1107.degrees latitude (g = 980.6199 gals.).
 FC1107
 FC1107.The modeled gravity was interpolated from observed gravity values.
 FC1107
 FC1107;                    North         East    Units  Estimated Accuracy
 FC1107;SPC TN       -    86,080.      669,870.      MT  (+/- 180 meters Scaled)
 FC1107
 FC1107                          SUPERSEDED SURVEY CONTROL
 FC1107
 FC1107  NGVD 29 (??/??/92)  212.796  (m)          698.15   (f) ADJ UNCH    1 2
 FC1107
 FC1107.Superseded values are not recommended for survey control.
 FC1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1107.See file dsdata.txt to determine how the superseded data were derived.
 FC1107
 FC1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD609862(NAD 83)
 FC1107_MARKER: DD = SURVEY DISK
 FC1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1107_SP_SET: BRIDGE
 FC1107_STAMPING: C 89
 FC1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1107+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 FC1107
 FC1107  HISTORY     - Date     Condition        Report By
 FC1107  HISTORY     - UNK      MONUMENTED       DOD
 FC1107  HISTORY     - 1950     GOOD             NGS
 FC1107  HISTORY     - 19980117 GOOD             USPSQD
 FC1107  HISTORY     - 20060129 GOOD             USPSQD
 FC1107
 FC1107                          STATION DESCRIPTION
 FC1107
 FC1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1107'2.6 MI S FROM HIXON.
 FC1107'ABOUT 2.55 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1107'AT HIXON, ABOUT 2.55 MILES NORTHEAST OF THE STATION AT BOYCE,
 FC1107'SET IN THE TOP OF THE NORTH ABUTMENT OF THE RAILWAY BRIDGE OVER
 FC1107'THE TENNESSEE RIVER, 24 FEET EAST OF THE WEST END OF THE NORTH
 FC1107'ABUTMENT, 4 FEET WEST OF THE WEST RAIL AND ABOUT 1/2 FOOT BELOW
 FC1107'THE TRACK.
 FC1107
 FC1107                          STATION RECOVERY (1998)
 FC1107
 FC1107'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1107'RECOVERED IN GOOD CONDITION.
 FC1107
 FC1107                          STATION RECOVERY (2006)
 FC1107
 FC1107'RECOVERY NOTE BY US POWER SQUADRON 2006 (DG)
 FC1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0487 ***********************************************************************
 FD0487  DESIGNATION -  C 9
 FD0487  PID         -  FD0487
 FD0487  STATE/COUNTY-  TN/WILLIAMSON
 FD0487  USGS QUAD   -  FRANKLIN (1981)
 FD0487
 FD0487                         *CURRENT SURVEY CONTROL
 FD0487  ___________________________________________________________________
 FD0487* NAD 83(1986)-  35 55 30.     (N)    086 52 07.     (W)     SCALED    
 FD0487* NAVD 88     -       197.688  (meters)     648.58   (feet)  ADJUSTED  
 FD0487  ___________________________________________________________________
 FD0487  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0487  DYNAMIC HT  -         197.514 (meters)     648.01  (feet)  COMP
 FD0487  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0487
 FD0487  VERT ORDER  -  FIRST     CLASS II
 FD0487
 FD0487.The horizontal coordinates were scaled from a topographic map and have
 FD0487.an estimated accuracy of +/- 6 seconds.
 FD0487
 FD0487.The orthometric height was determined by differential leveling
 FD0487.and adjusted by the National Geodetic Survey in June 1991..
 FD0487.WARNING-Repeat measurements at this control monument indicate possible
 FD0487.vertical movement.
 FD0487
 FD0487.The geoid height was determined by GEOID03.
 FD0487
 FD0487.The dynamic height is computed by dividing the NAVD 88
 FD0487.geopotential number by the normal gravity value computed on the
 FD0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0487.degrees latitude (g = 980.6199 gals.).
 FD0487
 FD0487.The modeled gravity was interpolated from observed gravity values.
 FD0487
 FD0487;                    North         East    Units  Estimated Accuracy
 FD0487;SPC TN       -   176,940.      521,610.      MT  (+/- 180 meters Scaled)
 FD0487
 FD0487                          SUPERSEDED SURVEY CONTROL
 FD0487
 FD0487  NGVD 29 (??/??/92)  197.673  (m)          648.53   (f) ADJ UNCH    1 2
 FD0487
 FD0487.Superseded values are not recommended for survey control.
 FD0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0487.See file dsdata.txt to determine how the superseded data were derived.
 FD0487
 FD0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE118756(NAD 83)
 FD0487_MARKER: DD = SURVEY DISK
 FD0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0487_SP_SET: MONUMENT
 FD0487_STAMPING: 648.821 C 9 1931
 FD0487_MARK LOGO: CGS   
 FD0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0487+STABILITY: SURFACE MOTION
 FD0487
 FD0487  HISTORY     - Date     Condition        Report By
 FD0487  HISTORY     - 1931     MONUMENTED       CGS
 FD0487  HISTORY     - 1953     GOOD             NGS
 FD0487  HISTORY     - 1963     GOOD             NGS
 FD0487  HISTORY     - 1984     GOOD             NGS
 FD0487
 FD0487                          STATION DESCRIPTION
 FD0487
 FD0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD0487'AT FRANKLIN.
 FD0487'AT FRANKLIN, WILLIAMSON COUNTY, AT THE PUBLIC SQUARE, ON THE
 FD0487'NORTHWEST SIDE OF THE MONUMENT, AND IN THE SECOND COURSE OF
 FD0487'MASONRY.  A STANDARD DISK, STAMPED 648.821 C 9 1931.  NOTE-- THE
 FD0487'DISK IS SET IN THE SLOPING FACE OF THE MONUMENT, THENCE CARE
 FD0487'SHOULD BE TAKEN TO USE THE HORIZONTAL LINE IN THE CENTER OF THE
 FD0487'DISK AS THE BENCH MARK.
 FD0487
 FD0487                          STATION RECOVERY (1963)
 FD0487
 FD0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FD0487'RECOVERED IN GOOD CONDITION.
 FD0487
 FD0487                          STATION RECOVERY (1984)
 FD0487
 FD0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0487'RECOVERED IN GOOD CONDITION.
 FD0487'THE MARK IS 0.91 M ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1753 ***********************************************************************
 FF1753  DESIGNATION -  C 90 RESET
 FF1753  PID         -  FF1753
 FF1753  STATE/COUNTY-  TN/SHELBY
 FF1753  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1753
 FF1753                         *CURRENT SURVEY CONTROL
 FF1753  ___________________________________________________________________
 FF1753* NAD 83(1986)-  35 09 04.     (N)    090 03 03.     (W)     SCALED    
 FF1753* NAVD 88     -        80.60   (+/-2cm)     264.4    (feet)  VERTCON   
 FF1753  ___________________________________________________________________
 FF1753  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1753
 FF1753  VERT ORDER  -  THIRD (See Below)
 FF1753
 FF1753.The horizontal coordinates were scaled from a topographic map and have
 FF1753.an estimated accuracy of +/- 6 seconds.
 FF1753
 FF1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1753.The vertical order pertains to the NGVD 29 superseded value.
 FF1753
 FF1753.The geoid height was determined by GEOID03.
 FF1753
 FF1753;                    North         East    Units  Estimated Accuracy
 FF1753;SPC TN       -    98,370.      230,990.      MT  (+/- 180 meters Scaled)
 FF1753
 FF1753                          SUPERSEDED SURVEY CONTROL
 FF1753
 FF1753  NGVD 29 (??/??/??)   80.56   (m)          264.3    (f) RESET       3  
 FF1753
 FF1753.Superseded values are not recommended for survey control.
 FF1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1753.See file dsdata.txt to determine how the superseded data were derived.
 FF1753
 FF1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU686937(NAD 83)
 FF1753_MARKER: DB = BENCH MARK DISK
 FF1753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1753_SP_SET: WALL
 FF1753_STAMPING: C 90 RESET 1972
 FF1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1753
 FF1753  HISTORY     - Date     Condition        Report By
 FF1753  HISTORY     - 1972     MONUMENTED       NGS
 FF1753  HISTORY     - 19950610 GOOD             TN1620
 FF1753
 FF1753                          STATION DESCRIPTION
 FF1753
 FF1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FF1753'AT MEMPHIS.
 FF1753'THE MARK IS LOCATED ON THE PROPERTY OF THE MEMPHIS NORTH MAIN
 FF1753'STREET AND EXCHANGE AVENUE FEDERAL RESERVE BANK, IN THE SOUTHEAST
 FF1753'ANGLE OF THE INTERSECTION OF NORTH MAIN STREET AND EXCHANGE AVENUE,
 FF1753'AND ACROSS NORTH MAIN STREET FROM THE MEMPHIS SHELBY CONVENTION
 FF1753'CENTER.  THE MARK IS 87 FEET EAST OF THE CURB ALONG THE EAST SIDE
 FF1753'OF THE NORTH MAIN STREET, 68 FEET EAST OF A FIRE HYDRANT, 20.5 FEET
 FF1753'WEST OF THE CENTER OF A LARGE METAL MANHOLE COVER, 18 FEET NORTHEAST
 FF1753'OF THE NORTHWEST CORNER OF THE SLATE SCREEN WALL OF THE BANK
 FF1753'BUILDING, 15 FEET SOUTH OF THE CURB ALONG THE SOUTH SIDE OF EXCHANGE
 FF1753'AVENUE, 5 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, AND IN A
 FF1753'PLANTED AREA.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FF1753'NORTHEAST CORNER OF THE CONCRETE WALL OF A 9 FOOT BY 11 FOOT CONCRETE
 FF1753'WELL FOR A LARGE GAS METER, AND THE DISK IS STAMPED C 90 RESET 1972.
 FF1753
 FF1753                          STATION RECOVERY (1995)
 FF1753
 FF1753'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0281 ***********************************************************************
 FF0281  DESIGNATION -  C 91
 FF0281  PID         -  FF0281
 FF0281  STATE/COUNTY-  TN/SHELBY
 FF0281  USGS QUAD   -  LOCKE (1970)
 FF0281
 FF0281                         *CURRENT SURVEY CONTROL
 FF0281  ___________________________________________________________________
 FF0281* NAD 83(1986)-  35 20 47.     (N)    090 03 23.     (W)     SCALED    
 FF0281* NAVD 88     -        70.899  (meters)     232.61   (feet)  ADJUSTED  
 FF0281  ___________________________________________________________________
 FF0281  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0281  DYNAMIC HT  -          70.836 (meters)     232.40  (feet)  COMP
 FF0281  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FF0281
 FF0281  VERT ORDER  -  FIRST     CLASS II
 FF0281
 FF0281.The horizontal coordinates were scaled from a topographic map and have
 FF0281.an estimated accuracy of +/- 6 seconds.
 FF0281
 FF0281.The orthometric height was determined by differential leveling
 FF0281.and adjusted by the National Geodetic Survey in June 1991..
 FF0281
 FF0281.The geoid height was determined by GEOID03.
 FF0281
 FF0281.The dynamic height is computed by dividing the NAVD 88
 FF0281.geopotential number by the normal gravity value computed on the
 FF0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0281.degrees latitude (g = 980.6199 gals.).
 FF0281
 FF0281.The modeled gravity was interpolated from observed gravity values.
 FF0281
 FF0281;                    North         East    Units  Estimated Accuracy
 FF0281;SPC TN       -   120,040.      231,380.      MT  (+/- 180 meters Scaled)
 FF0281
 FF0281                          SUPERSEDED SURVEY CONTROL
 FF0281
 FF0281  NGVD 29 (??/??/??)   70.864  (m)          232.49   (f) ADJUSTED    1 2
 FF0281
 FF0281.Superseded values are not recommended for survey control.
 FF0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0281.See file dsdata.txt to determine how the superseded data were derived.
 FF0281
 FF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV675154(NAD 83)
 FF0281_MARKER: DB = BENCH MARK DISK
 FF0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0281_STAMPING: C 91 1957
 FF0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0281+STABILITY: SURFACE MOTION
 FF0281
 FF0281  HISTORY     - Date     Condition        Report By
 FF0281  HISTORY     - 1957     MONUMENTED       CGS
 FF0281
 FF0281                          STATION DESCRIPTION
 FF0281
 FF0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0281'3.4 MI NW FROM LOCKE.
 FF0281'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0281'JETER SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL
 FF0281'ROAD, THENCE 0.9 MILE NORTH ALONG A DIRT FARM ROAD, 24 FEET
 FF0281'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE NORTH OF A
 FF0281'CLEARED AREA AND A HAY FIELD ON THE WEST SIDE OF THE ROAD, 42
 FF0281'FEET SOUTH OF A BLAZED (EAST ONE) 24 INCH COTTONWOOD TREE, (EAST
 FF0281'ONE OF TWO), 12 FEET SOUTHEAST OF TWO 6-INCH LOCUST TREE, 2
 FF0281'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 FF0281'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0281'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1109 ***********************************************************************
 FC1109  DESIGNATION -  C 92
 FC1109  PID         -  FC1109
 FC1109  STATE/COUNTY-  TN/HAMILTON
 FC1109  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1109
 FC1109                         *CURRENT SURVEY CONTROL
 FC1109  ___________________________________________________________________
 FC1109* NAD 83(1986)-  35 06 06.     (N)    085 13 59.     (W)     SCALED    
 FC1109* NAVD 88     -       204.634  (meters)     671.37   (feet)  ADJUSTED  
 FC1109  ___________________________________________________________________
 FC1109  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1109  DYNAMIC HT  -         204.431 (meters)     670.70  (feet)  COMP
 FC1109  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 FC1109
 FC1109  VERT ORDER  -  FIRST     CLASS II
 FC1109
 FC1109.The horizontal coordinates were scaled from a topographic map and have
 FC1109.an estimated accuracy of +/- 6 seconds.
 FC1109
 FC1109.The orthometric height was determined by differential leveling
 FC1109.and adjusted by the National Geodetic Survey in June 1991..
 FC1109
 FC1109.The geoid height was determined by GEOID03.
 FC1109
 FC1109.The dynamic height is computed by dividing the NAVD 88
 FC1109.geopotential number by the normal gravity value computed on the
 FC1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1109.degrees latitude (g = 980.6199 gals.).
 FC1109
 FC1109.The modeled gravity was interpolated from observed gravity values.
 FC1109
 FC1109;                    North         East    Units  Estimated Accuracy
 FC1109;SPC TN       -    85,520.      669,930.      MT  (+/- 180 meters Scaled)
 FC1109
 FC1109                          SUPERSEDED SURVEY CONTROL
 FC1109
 FC1109  NGVD 29 (??/??/92)  204.676  (m)          671.51   (f) ADJ UNCH    1 2
 FC1109
 FC1109.Superseded values are not recommended for survey control.
 FC1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1109.See file dsdata.txt to determine how the superseded data were derived.
 FC1109
 FC1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD610857(NAD 83)
 FC1109_MARKER: DD = SURVEY DISK
 FC1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1109_STAMPING: C 92
 FC1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1109+STABILITY: SURFACE MOTION
 FC1109
 FC1109  HISTORY     - Date     Condition        Report By
 FC1109  HISTORY     - UNK      MONUMENTED       DOD
 FC1109  HISTORY     - 1950     GOOD             NGS
 FC1109  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1109
 FC1109                          STATION DESCRIPTION
 FC1109
 FC1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1109'2.2 MI NE FROM BOYCE.
 FC1109'ABOUT 2.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 FC1109'THE STATION AT BOYCE, ON THE SOUTH BANK OF THE TENNESSEE RIVER,
 FC1109'124 1/2 FEET WEST OF THE WEST END OF THE WEST WING WALL OF THE SOUTH
 FC1109'ABUTMENT OF THE RAILROAD BRIDGE OVER THE RIVER, 8 FEET SOUTHEAST
 FC1109'OF THE CENTER LINE OF A DIM FARM ROAD, 5 FEET NORTH OF A FENCE
 FC1109'CORNER AND T.V.A. PROPERTY CORNER MARKER NO. CR-14 18-1, 1 FOOT
 FC1109'SOUTH OF A T.V.A. STEEL WITNESS POST, ABOUT 26 FEET BELOW THE
 FC1109'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FC1109
 FC1109                          STATION RECOVERY (2000)
 FC1109
 FC1109'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1571 ***********************************************************************
 FE1571  DESIGNATION -  C 92
 FE1571  PID         -  FE1571
 FE1571  STATE/COUNTY-  TN/LAUDERDALE
 FE1571  USGS QUAD   -  OPEN LAKE (1983)
 FE1571
 FE1571                         *CURRENT SURVEY CONTROL
 FE1571  ___________________________________________________________________
 FE1571* NAD 83(1986)-  35 48 40.     (N)    089 38 41.     (W)     SCALED    
 FE1571* NAVD 88     -        76.433  (meters)     250.76   (feet)  ADJUSTED  
 FE1571  ___________________________________________________________________
 FE1571  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE1571  DYNAMIC HT  -          76.368 (meters)     250.55  (feet)  COMP
 FE1571  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 FE1571
 FE1571  VERT ORDER  -  FIRST     CLASS II
 FE1571
 FE1571.The horizontal coordinates were scaled from a topographic map and have
 FE1571.an estimated accuracy of +/- 6 seconds.
 FE1571
 FE1571.The orthometric height was determined by differential leveling
 FE1571.and adjusted by the National Geodetic Survey in June 1991..
 FE1571
 FE1571.The geoid height was determined by GEOID03.
 FE1571
 FE1571.The dynamic height is computed by dividing the NAVD 88
 FE1571.geopotential number by the normal gravity value computed on the
 FE1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1571.degrees latitude (g = 980.6199 gals.).
 FE1571
 FE1571.The modeled gravity was interpolated from observed gravity values.
 FE1571
 FE1571;                    North         East    Units  Estimated Accuracy
 FE1571;SPC TN       -   170,090.      270,690.      MT  (+/- 180 meters Scaled)
 FE1571
 FE1571                          SUPERSEDED SURVEY CONTROL
 FE1571
 FE1571  NGVD 29 (??/??/??)   76.389  (m)          250.62   (f) ADJUSTED    1 2
 FE1571
 FE1571.Superseded values are not recommended for survey control.
 FE1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1571.See file dsdata.txt to determine how the superseded data were derived.
 FE1571
 FE1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE610662(NAD 83)
 FE1571_MARKER: DB = BENCH MARK DISK
 FE1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1571_STAMPING: C 92 1957
 FE1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1571+STABILITY: SURFACE MOTION
 FE1571
 FE1571  HISTORY     - Date     Condition        Report By
 FE1571  HISTORY     - 1957     MONUMENTED       CGS
 FE1571  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1571
 FE1571                          STATION DESCRIPTION
 FE1571
 FE1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1571'5.6 MI NW FROM ARP.
 FE1571'1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1571'ELEMENTARY SCHOOL AT ARP, THENCE 4.15 MILES NORTHWEST ALONG THE
 FE1571'GRAVEL ROAD LEADING TO BARR, 40 FEET SOUTH OF THE CENTER LINE OF
 FE1571'THE ROAD, 156 FEET SOUTHEAST AND ACROSS THE ROAD FROM A BLAZED
 FE1571'24-INCH COTTONWOOD TREE, ABOUT 217 FEET EAST-SOUTHEAST OF THE
 FE1571'CENTER OF A CURVE IN THE ROAD, 15 FEET WEST OF THE CENTER LINE
 FE1571'OF A DIM WOODS ROAD LEADING SOUTH, 10 FEET NORTH OF THE NORTH
 FE1571'EDGE OF A HEAVILY WOODED AREA AND IN A CLEAR AREA, 2 FEET WEST
 FE1571'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 FE1571'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FE1571'GROUND.
 FE1571
 FE1571                          STATION RECOVERY (2002)
 FE1571
 FE1571'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1368 ***********************************************************************
 FE1368  DESIGNATION -  C 93
 FE1368  PID         -  FE1368
 FE1368  STATE/COUNTY-  TN/TIPTON
 FE1368  USGS QUAD   -  MUNFORD (1983)
 FE1368
 FE1368                         *CURRENT SURVEY CONTROL
 FE1368  ___________________________________________________________________
 FE1368* NAD 83(1986)-  35 24 04.     (N)    089 50 27.     (W)     SCALED    
 FE1368* NAVD 88     -       114.078  (meters)     374.27   (feet)  ADJUSTED  
 FE1368  ___________________________________________________________________
 FE1368  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1368  DYNAMIC HT  -         113.978 (meters)     373.94  (feet)  COMP
 FE1368  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FE1368
 FE1368  VERT ORDER  -  SECOND    CLASS 0
 FE1368
 FE1368.The horizontal coordinates were scaled from a topographic map and have
 FE1368.an estimated accuracy of +/- 6 seconds.
 FE1368
 FE1368.The orthometric height was determined by differential leveling
 FE1368.and adjusted by the National Geodetic Survey in June 1991..
 FE1368
 FE1368.The geoid height was determined by GEOID03.
 FE1368
 FE1368.The dynamic height is computed by dividing the NAVD 88
 FE1368.geopotential number by the normal gravity value computed on the
 FE1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1368.degrees latitude (g = 980.6199 gals.).
 FE1368
 FE1368.The modeled gravity was interpolated from observed gravity values.
 FE1368
 FE1368;                    North         East    Units  Estimated Accuracy
 FE1368;SPC TN       -   125,320.      251,200.      MT  (+/- 180 meters Scaled)
 FE1368
 FE1368                          SUPERSEDED SURVEY CONTROL
 FE1368
 FE1368  NGVD 29 (??/??/??)  114.052  (m)          374.19   (f) ADJUSTED    2 0
 FE1368
 FE1368.Superseded values are not recommended for survey control.
 FE1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1368.See file dsdata.txt to determine how the superseded data were derived.
 FE1368
 FE1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE420212(NAD 83)
 FE1368_MARKER: P = PIPE CAP
 FE1368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1368_STAMPING: C 93 1957
 FE1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1368
 FE1368  HISTORY     - Date     Condition        Report By
 FE1368  HISTORY     - 1957     MONUMENTED       CGS
 FE1368
 FE1368                          STATION DESCRIPTION
 FE1368
 FE1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1368'4.6 MI SW FROM ATOKA.
 FE1368'ABOUT 4.55 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1368'FROM THE STATION AT ATOKA, ABOUT 0.3 MILE NORTHEAST OF A WOODEN
 FE1368'OVERPASS OVER THE TRACKS, ABOUT 0.25 MILE NORTHEAST OF MILEPOST
 FE1368'NO. 369, 66 FEET NORTHWEST OF THE NORTHWEST RAIL, 95 FEET
 FE1368'NORTH-NORTHEAST OF THE NORTHWEST END OF A 30-INCH PIPE CULVERT
 FE1368'UNDER THE TRACK, 23 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 3/4
 FE1368'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1 1/2 FEET ABOVE
 FE1368'THE LEVEL OF THE TRACK, A DISK WELDED ON TOP OF A 2 1/2 INCH IRON
 FE1368'PIPE PROJECTING 6 INCHES.  NOTE-- ABOUT 5.35 MILES NORTHEAST OF
 FE1368'THE ILLINOIS CENTRAL RAILROAD STATION AT MILLINGTON, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1733 ***********************************************************************
 FE1733  DESIGNATION -  C 94
 FE1733  PID         -  FE1733
 FE1733  STATE/COUNTY-  TN/TIPTON
 FE1733  USGS QUAD   -  COVINGTON (1983)
 FE1733
 FE1733                         *CURRENT SURVEY CONTROL
 FE1733  ___________________________________________________________________
 FE1733* NAD 83(1986)-  35 33 52.     (N)    089 38 25.     (W)     SCALED    
 FE1733* NAVD 88     -        89.353  (meters)     293.15   (feet)  ADJUSTED  
 FE1733  ___________________________________________________________________
 FE1733  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1733  DYNAMIC HT  -          89.278 (meters)     292.91  (feet)  COMP
 FE1733  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1733  OBS GRAVITY -     979,787.5   (mgal)                       GRAV_OBS
 FE1733
 FE1733  VERT ORDER  -  FIRST     CLASS I
 FE1733
 FE1733.The horizontal coordinates were scaled from a topographic map and have
 FE1733.an estimated accuracy of +/- 6 seconds.
 FE1733
 FE1733.The orthometric height was determined by differential leveling
 FE1733.and adjusted by the National Geodetic Survey in June 1991..
 FE1733
 FE1733.The geoid height was determined by GEOID03.
 FE1733
 FE1733.The dynamic height is computed by dividing the NAVD 88
 FE1733.geopotential number by the normal gravity value computed on the
 FE1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1733.degrees latitude (g = 980.6199 gals.).
 FE1733
 FE1733.The modeled gravity was interpolated from observed gravity values.
 FE1733.The observed gravity was obtained from relative gravimeter ties
 FE1733.to the IGSN71 gravity network.
 FE1733
 FE1733;                    North         East    Units  Estimated Accuracy
 FE1733;SPC TN       -   142,730.      270,070.      MT  (+/- 180 meters Scaled)
 FE1733
 FE1733                          SUPERSEDED SURVEY CONTROL
 FE1733
 FE1733  NGVD 29 (??/??/??)   89.323  (m)          293.05   (f) ADJUSTED    1 1
 FE1733
 FE1733.Superseded values are not recommended for survey control.
 FE1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1733.See file dsdata.txt to determine how the superseded data were derived.
 FE1733
 FE1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE607388(NAD 83)
 FE1733_MARKER: DB = BENCH MARK DISK
 FE1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1733_STAMPING: C 94 1957
 FE1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1733+STABILITY: SURFACE MOTION
 FE1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1733+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE1733
 FE1733  HISTORY     - Date     Condition        Report By
 FE1733  HISTORY     - 1957     MONUMENTED       CGS
 FE1733  HISTORY     - 1974     GOOD             NGS
 FE1733  HISTORY     - 20020529 GOOD             USACE
 FE1733
 FE1733                          STATION DESCRIPTION
 FE1733
 FE1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1733'AT COVINGTON.
 FE1733'AT COVINGTON, NEAR THE INTERSECTION OF EAST LIBERTY STREET AND
 FE1733'UNION STREET, ON TOP OF THE SOUTH CORNER OF THE CONCRETE
 FE1733'FOUNDATION SUPPORTING THE SOUTHWEST LEG OF THE LARGE WATER TANK,
 FE1733'69.0 FEET NORTH OF THE CENTER LINE OF EAST LIBERTY STREET, 19.0
 FE1733'FEET EAST OF THE CENTER LINE OF UNION STREET, 7.0 FEET NORTH OF
 FE1733'A FIRE HYDRANT AND ABOUT 2 FEET ABOVE THE LEVEL OF UNION STREET.
 FE1733
 FE1733                          STATION RECOVERY (2002)
 FE1733
 FE1733'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1733'MONUMENT STABILITY
 FE1733'DATA SHEET STABILITY INDICATES C SHOULD BE B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1108 ***********************************************************************
 FC1108  DESIGNATION -  C 94
 FC1108  PID         -  FC1108
 FC1108  STATE/COUNTY-  TN/HAMILTON
 FC1108  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1108
 FC1108                         *CURRENT SURVEY CONTROL
 FC1108  ___________________________________________________________________
 FC1108* NAD 83(1986)-  35 06 06.     (N)    085 13 59.     (W)     SCALED    
 FC1108* NAVD 88     -       212.734  (meters)     697.94   (feet)  ADJUSTED  
 FC1108  ___________________________________________________________________
 FC1108  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1108  DYNAMIC HT  -         212.523 (meters)     697.25  (feet)  COMP
 FC1108  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 FC1108
 FC1108  VERT ORDER  -  FIRST     CLASS II
 FC1108
 FC1108.The horizontal coordinates were scaled from a topographic map and have
 FC1108.an estimated accuracy of +/- 6 seconds.
 FC1108
 FC1108.The orthometric height was determined by differential leveling
 FC1108.and adjusted by the National Geodetic Survey in June 1991..
 FC1108
 FC1108.The geoid height was determined by GEOID03.
 FC1108
 FC1108.The dynamic height is computed by dividing the NAVD 88
 FC1108.geopotential number by the normal gravity value computed on the
 FC1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1108.degrees latitude (g = 980.6199 gals.).
 FC1108
 FC1108.The modeled gravity was interpolated from observed gravity values.
 FC1108
 FC1108;                    North         East    Units  Estimated Accuracy
 FC1108;SPC TN       -    85,520.      669,930.      MT  (+/- 180 meters Scaled)
 FC1108
 FC1108                          SUPERSEDED SURVEY CONTROL
 FC1108
 FC1108  NGVD 29 (??/??/92)  212.775  (m)          698.08   (f) ADJ UNCH    1 2
 FC1108
 FC1108.Superseded values are not recommended for survey control.
 FC1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1108.See file dsdata.txt to determine how the superseded data were derived.
 FC1108
 FC1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD610857(NAD 83)
 FC1108_MARKER: DD = SURVEY DISK
 FC1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1108_SP_SET: BRIDGE
 FC1108_STAMPING: C 94
 FC1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1108
 FC1108  HISTORY     - Date     Condition        Report By
 FC1108  HISTORY     - UNK      MONUMENTED       DOD
 FC1108  HISTORY     - 1950     GOOD             NGS
 FC1108  HISTORY     - 20000114 MARK NOT FOUND   USPSQD
 FC1108
 FC1108                          STATION DESCRIPTION
 FC1108
 FC1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1108'2.2 MI NE FROM BOYCE.
 FC1108'ABOUT 2.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1108'STATION AT BOYCE, SET IN THE TOP OF THE SOUTH ABUTMENT OF THE
 FC1108'RAILROAD BRIDGE OVER THE TENNESSEE RIVER, 23.8 FEET EAST OF THE
 FC1108'WEST END OF THE SOUTH ABUTMENT, 3.8 FEET WEST OF THE WEST RAIL
 FC1108'AND ABOUT 1 FOOT BELOW THE TRACK.
 FC1108
 FC1108                          STATION RECOVERY (2000)
 FC1108
 FC1108'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5299 ***********************************************************************
 DG5299  DESIGNATION -  C 94X
 DG5299  PID         -  DG5299
 DG5299  STATE/COUNTY-  TN/TIPTON
 DG5299  USGS QUAD   -  COVINGTON (1983)
 DG5299
 DG5299                         *CURRENT SURVEY CONTROL
 DG5299  ___________________________________________________________________
 DG5299* NAD 83(1995)-  35 33 52.90290(N)    089 38 27.02589(W)     ADJUSTED  
 DG5299* NAVD 88     -        89.47   (meters)     293.5    (feet)  LEVELING  
 DG5299  ___________________________________________________________________
 DG5299  X           -      32,560.275 (meters)                     COMP
 DG5299  Y           -  -5,194,188.197 (meters)                     COMP
 DG5299  Z           -   3,689,045.496 (meters)                     COMP
 DG5299  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 DG5299  ELLIP HEIGHT-          62.21  (meters)          (04/05/04) GPS OBS
 DG5299  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DG5299
 DG5299  HORZ ORDER  -  FIRST
 DG5299  VERT ORDER  -  THIRD ?
 DG5299  ELLP ORDER  -  FOURTH    CLASS I
 DG5299
 DG5299.The horizontal coordinates were established by GPS observations
 DG5299.and adjusted by the National Geodetic Survey in April 2004..
 DG5299
 DG5299.The orthometric height was determined by differential leveling.
 DG5299.The vertical network tie was performed by a horz. field party for horz.
 DG5299.obs reductions. Reset procedures were used to establish the elevation.
 DG5299
 DG5299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5299
 DG5299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5299
 DG5299.The ellipsoidal height was determined by GPS observations
 DG5299.and is referenced to NAD 83.
 DG5299
 DG5299.The geoid height was determined by GEOID03.
 DG5299
 DG5299;                    North         East     Units Scale Factor Converg.
 DG5299;SPC TN       -   142,757.105   270,023.364   MT  0.99995939   -2 07 53.4
 DG5299;SPC TN       -   468,362.27    885,901.65   sFT  0.99995939   -2 07 53.4
 DG5299;UTM  16      - 3,938,877.980   260,658.543   MT  1.00030597   -1 32 12.1
 DG5299
 DG5299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5299!SPC TN       -   0.99999024  x   0.99995939  =   0.99994963
 DG5299!UTM  16      -   0.99999024  x   1.00030597  =   1.00029620
 DG5299
 DG5299                          SUPERSEDED SURVEY CONTROL
 DG5299
 DG5299.No superseded survey control is available for this station.
 DG5299
 DG5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6065938878(NAD 83)
 DG5299_MARKER: F = FLANGE-ENCASED ROD
 DG5299_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5299+WITH SETTING: INFORMATION.
 DG5299_STAMPING: C94X 2002
 DG5299_MARK LOGO: USACE 
 DG5299_PROJECTION: RECESSED 10 CENTIMETERS
 DG5299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5299+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DG5299_ROD/PIPE-DEPTH: 2.1  meters
 DG5299
 DG5299  HISTORY     - Date     Condition        Report By
 DG5299  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5299  HISTORY     - 20030707 GOOD             EMCINC
 DG5299
 DG5299                          STATION DESCRIPTION
 DG5299
 DG5299'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5299'THE MARK IS LOCATED IN COVINGTON, TN NEAR THE CORNER OF E. LIBERTY ST.
 DG5299'AND UNION ST.
 DG5299' 
 DG5299'TO REACH THE MARK FROM THE INTERSECTION OF S.R 384 AND S.R. 54,
 DG5299'PROCEED WEST ON S.R. 54 (E. LIBERTY ST.) FOR 0.93 KM (0.15MI) TO THE
 DG5299'MARK ON THE RIGHT IN A VACANT LOT.
 DG5299' 
 DG5299'THE MARK IS 24.0 M (78.7 FT.) NORTH OF THE CENTERLINE OF S.R. 54, 19.3
 DG5299'M (63.6 FT.) WEST OF THE CENTERLINE OF UNION ST., 24.4 M (80.1 FT.)
 DG5299'WEST OF THE SOUTHWEST CONCRETE FOOTING OF A WATER TOWER AND BENCHMARK
 DG5299'C94 (1957), AND 10.0 M (32.8 FT.) EAST OF A CARSONITE WITNESS POST SET
 DG5299'IN A CHAINLINK FENCE.
 DG5299' 
 DG5299'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5299'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.1 M (0.3 FT) BELOW GROUND.
 DG5299' 
 DG5299'THE MARK IS STAMPED ... C94X 2002
 DG5299' 
 DG5299'
 DG5299
 DG5299                          STATION RECOVERY (2003)
 DG5299
 DG5299'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DG5299'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1524 ***********************************************************************
 FE1524  DESIGNATION -  C 95
 FE1524  PID         -  FE1524
 FE1524  STATE/COUNTY-  TN/DYER
 FE1524  USGS QUAD   -  CHIC (1983)
 FE1524
 FE1524                         *CURRENT SURVEY CONTROL
 FE1524  ___________________________________________________________________
 FE1524* NAD 83(1986)-  35 59 09.     (N)    089 41 20.     (W)     SCALED    
 FE1524* NAVD 88     -        80.100  (meters)     262.79   (feet)  ADJUSTED  
 FE1524  ___________________________________________________________________
 FE1524  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE1524  DYNAMIC HT  -          80.033 (meters)     262.57  (feet)  COMP
 FE1524  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 FE1524
 FE1524  VERT ORDER  -  FIRST     CLASS II
 FE1524
 FE1524.The horizontal coordinates were scaled from a topographic map and have
 FE1524.an estimated accuracy of +/- 6 seconds.
 FE1524
 FE1524.The orthometric height was determined by differential leveling
 FE1524.and adjusted by the National Geodetic Survey in June 1991..
 FE1524
 FE1524.The geoid height was determined by GEOID03.
 FE1524
 FE1524.The dynamic height is computed by dividing the NAVD 88
 FE1524.geopotential number by the normal gravity value computed on the
 FE1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1524.degrees latitude (g = 980.6199 gals.).
 FE1524
 FE1524.The modeled gravity was interpolated from observed gravity values.
 FE1524
 FE1524;                    North         East    Units  Estimated Accuracy
 FE1524;SPC TN       -   189,610.      267,430.      MT  (+/- 180 meters Scaled)
 FE1524
 FE1524                          SUPERSEDED SURVEY CONTROL
 FE1524
 FE1524  NGVD 29 (??/??/??)   80.042  (m)          262.60   (f) ADJUSTED    1 2
 FE1524
 FE1524.Superseded values are not recommended for survey control.
 FE1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1524.See file dsdata.txt to determine how the superseded data were derived.
 FE1524
 FE1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE575857(NAD 83)
 FE1524_MARKER: DB = BENCH MARK DISK
 FE1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1524_STAMPING: C 95 1957
 FE1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1524+STABILITY: SURFACE MOTION
 FE1524
 FE1524  HISTORY     - Date     Condition        Report By
 FE1524  HISTORY     - 1957     MONUMENTED       CGS
 FE1524  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1524
 FE1524                          STATION DESCRIPTION
 FE1524
 FE1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1524'1.5 MI SE FROM MIDWAY.
 FE1524'1.5 MILES SOUTHEAST ALONG A ONE-LANE PAVED ROAD FROM THE BAPTIST
 FE1524'CHURCH AT MIDWAY, ABOUT 2.1 MILES NORTHWEST OF THE CONCRETE BLOCK
 FE1524'SCHOOL AT CHIC, ABOUT 0.8 MILE NORTH OF JUNCTION OF A GRAVEL ROAD
 FE1524'EAST, 22 3/4 FEET WEST OF WEST EDGE OF CONCRETE PAVEMENT, 94 FEET
 FE1524'SOUTH OF TELEPHONE AND POWER LINE POLE NO. 175, 52 FEET SOUTH
 FE1524'OF CENTER LINE OF DRIVE TO HOUSE, 44 FEET EAST-SOUTHEAST OF
 FE1524'SOUTHEAST CORNER OF A HOUSE OCCUPIED IN 1957 BY HAROLD RIGGIN
 FE1524'AND OWNED BY JANIOR ROGERS, 46 FEET EAST OF A WELL WITH PUMP, 15
 FE1524'FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 1 1/2
 FE1524'FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 FE1524'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE1524'INCHES.
 FE1524
 FE1524                          STATION RECOVERY (2002)
 FE1524
 FE1524'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1524'MARK DESTROYED. ROAD HAS CAVED OFF INTO MISSISSIPPI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0890 ***********************************************************************
 GD0890  DESIGNATION -  C 96
 GD0890  PID         -  GD0890
 GD0890  STATE/COUNTY-  TN/DYER
 GD0890  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0890
 GD0890                         *CURRENT SURVEY CONTROL
 GD0890  ___________________________________________________________________
 GD0890* NAD 83(1986)-  36 04 27.     (N)    089 38 39.     (W)     SCALED    
 GD0890* NAVD 88     -        82.115  (meters)     269.41   (feet)  ADJUSTED  
 GD0890  ___________________________________________________________________
 GD0890  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD0890  DYNAMIC HT  -          82.047 (meters)     269.18  (feet)  COMP
 GD0890  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GD0890
 GD0890  VERT ORDER  -  FIRST     CLASS II
 GD0890
 GD0890.The horizontal coordinates were scaled from a topographic map and have
 GD0890.an estimated accuracy of +/- 6 seconds.
 GD0890
 GD0890.The orthometric height was determined by differential leveling
 GD0890.and adjusted by the National Geodetic Survey in June 1991..
 GD0890
 GD0890.The geoid height was determined by GEOID03.
 GD0890
 GD0890.The dynamic height is computed by dividing the NAVD 88
 GD0890.geopotential number by the normal gravity value computed on the
 GD0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0890.degrees latitude (g = 980.6199 gals.).
 GD0890
 GD0890.The modeled gravity was interpolated from observed gravity values.
 GD0890
 GD0890;                    North         East    Units  Estimated Accuracy
 GD0890;SPC TN       -   199,260.      271,830.      MT  (+/- 180 meters Scaled)
 GD0890
 GD0890                          SUPERSEDED SURVEY CONTROL
 GD0890
 GD0890  NGVD 29 (??/??/??)   82.051  (m)          269.20   (f) ADJUSTED    1 2
 GD0890
 GD0890.Superseded values are not recommended for survey control.
 GD0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0890.See file dsdata.txt to determine how the superseded data were derived.
 GD0890
 GD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE618954(NAD 83)
 GD0890_MARKER: DB = BENCH MARK DISK
 GD0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0890_STAMPING: C 96 1957
 GD0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0890+STABILITY: SURFACE MOTION
 GD0890
 GD0890  HISTORY     - Date     Condition        Report By
 GD0890  HISTORY     - 1957     MONUMENTED       CGS
 GD0890  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0890
 GD0890                          STATION DESCRIPTION
 GD0890
 GD0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0890'3 MI NE FROM HELOISE.
 GD0890'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0890'LANDING AT HELOISE, THENCE ABOUT 1.0 MILE NORTH ALONG A GRAVEL
 GD0890'ROAD, 0.1 MILE SOUTH OF A POINT WHERE ROAD CROSSES OLD LEVEE, 0.4
 GD0890'MILE SOUTH OF BOOTHSPOINT POST OFFICE, AT JUNCTION OF A DRIVE
 GD0890'EAST TO A HOUSE, 24 FEET NORTHEAST OF CENTER LINE OF ROAD, 17
 GD0890'FEET NORTH OF CENTER LINE OF DRIVE, 51 FEET SOUTH OF A LONE
 GD0890'36-INCH ELM TREE, 119 FEET WEST OF WEST CORNER OF A HOUSE WITH
 GD0890'RED BRICK SIDING, 2 FEET NORTHWEST OF A CONCRETE WITNESS POST,
 GD0890'ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 GD0890'CONCRETE POST PROJECTING 3 INCHES.
 GD0890
 GD0890                          STATION RECOVERY (2002)
 GD0890
 GD0890'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0949 ***********************************************************************
 GA0949  DESIGNATION -  C 97
 GA0949  PID         -  GA0949
 GA0949  STATE/COUNTY-  TN/WASHINGTON
 GA0949  USGS QUAD   -  LEESBURG (1971)
 GA0949
 GA0949                         *CURRENT SURVEY CONTROL
 GA0949  ___________________________________________________________________
 GA0949* NAD 83(1986)-  36 18 47.     (N)    082 31 55.     (W)     SCALED    
 GA0949* NAVD 88     -       482.282  (meters)    1582.29   (feet)  ADJUSTED  
 GA0949  ___________________________________________________________________
 GA0949  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0949  DYNAMIC HT  -         481.825 (meters)    1580.79  (feet)  COMP
 GA0949  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 GA0949
 GA0949  VERT ORDER  -  SECOND    CLASS 0
 GA0949
 GA0949.The horizontal coordinates were scaled from a topographic map and have
 GA0949.an estimated accuracy of +/- 6 seconds.
 GA0949
 GA0949.The orthometric height was determined by differential leveling
 GA0949.and adjusted by the National Geodetic Survey in June 1991..
 GA0949
 GA0949.The geoid height was determined by GEOID03.
 GA0949
 GA0949.The dynamic height is computed by dividing the NAVD 88
 GA0949.geopotential number by the normal gravity value computed on the
 GA0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0949.degrees latitude (g = 980.6199 gals.).
 GA0949
 GA0949.The modeled gravity was interpolated from observed gravity values.
 GA0949
 GA0949;                    North         East    Units  Estimated Accuracy
 GA0949;SPC TN       -   225,170.      911,380.      MT  (+/- 180 meters Scaled)
 GA0949
 GA0949                          SUPERSEDED SURVEY CONTROL
 GA0949
 GA0949  NGVD 29 (??/??/92)  482.421  (m)         1582.74   (f) ADJ UNCH    2 0
 GA0949
 GA0949.Superseded values are not recommended for survey control.
 GA0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0949.See file dsdata.txt to determine how the superseded data were derived.
 GA0949
 GA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA624197(NAD 83)
 GA0949_MARKER: DB = BENCH MARK DISK
 GA0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0949_STAMPING: C 97 1935
 GA0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0949+STABILITY: SURFACE MOTION
 GA0949
 GA0949  HISTORY     - Date     Condition        Report By
 GA0949  HISTORY     - 1935     MONUMENTED       CGS
 GA0949  HISTORY     - 1980     GOOD             NGS
 GA0949
 GA0949                          STATION DESCRIPTION
 GA0949
 GA0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0949'AT FAIRVIEW.
 GA0949'AT FAIRVIEW, WASHINGTON COUNTY, ON STATE HIGHWAY 81, AT A CHURCH,
 GA0949'35 YARDS SOUTH OF THE HIGHWAY, 60 FEET WEST OF THE NORTHWEST
 GA0949'CORNER OF THE BUILDING, 1 FOOT NORTHWEST OF A WIRE FENCE AND 6 FEET
 GA0949'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 97 1935
 GA0949'AND SET IN THE TOP OF A CONCRETE POST.
 GA0949
 GA0949                          STATION RECOVERY (1980)
 GA0949
 GA0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA0949'THE MARK IS 15 FEET WEST OF THE CENTERLINE OF THE CHURCH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0797 ***********************************************************************
 GA0797  DESIGNATION -  C 98
 GA0797  PID         -  GA0797
 GA0797  STATE/COUNTY-  TN/SULLIVAN
 GA0797  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0797
 GA0797                         *CURRENT SURVEY CONTROL
 GA0797  ___________________________________________________________________
 GA0797* NAD 83(1986)-  36 27 10.     (N)    082 30 11.     (W)     SCALED    
 GA0797* NAVD 88     -       447.545  (meters)    1468.32   (feet)  ADJUSTED  
 GA0797  ___________________________________________________________________
 GA0797  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0797  DYNAMIC HT  -         447.130 (meters)    1466.96  (feet)  COMP
 GA0797  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 GA0797
 GA0797  VERT ORDER  -  SECOND    CLASS 0
 GA0797
 GA0797.The horizontal coordinates were scaled from a topographic map and have
 GA0797.an estimated accuracy of +/- 6 seconds.
 GA0797
 GA0797.The orthometric height was determined by differential leveling
 GA0797.and adjusted by the National Geodetic Survey in June 1991..
 GA0797.WARNING-Repeat measurements at this control monument indicate possible
 GA0797.vertical movement.
 GA0797
 GA0797.The geoid height was determined by GEOID03.
 GA0797
 GA0797.The dynamic height is computed by dividing the NAVD 88
 GA0797.geopotential number by the normal gravity value computed on the
 GA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0797.degrees latitude (g = 980.6199 gals.).
 GA0797
 GA0797.The modeled gravity was interpolated from observed gravity values.
 GA0797
 GA0797;                    North         East    Units  Estimated Accuracy
 GA0797;SPC TN       -   240,760.      913,420.      MT  (+/- 180 meters Scaled)
 GA0797
 GA0797                          SUPERSEDED SURVEY CONTROL
 GA0797
 GA0797  NGVD 29 (??/??/92)  447.687  (m)         1468.79   (f) ADJ UNCH    2 0
 GA0797
 GA0797.Superseded values are not recommended for survey control.
 GA0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0797.See file dsdata.txt to determine how the superseded data were derived.
 GA0797
 GA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA653352(NAD 83)
 GA0797_MARKER: DB = BENCH MARK DISK
 GA0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0797_STAMPING: C 98 1935
 GA0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0797+STABILITY: SURFACE MOTION
 GA0797
 GA0797  HISTORY     - Date     Condition        Report By
 GA0797  HISTORY     - 1935     MONUMENTED       CGS
 GA0797  HISTORY     - 1961     GOOD             NGS
 GA0797
 GA0797                          STATION DESCRIPTION
 GA0797
 GA0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0797'0.4 MI W FROM FORDTOWN.
 GA0797'FROM THE POST OFFICE IN FORDTOWN, (LOCATED ABOUT 8 MILES NORTHEAST
 GA0797'OF FALL BRANCH), GO 0.4 MILE WEST ON A PAVED ROAD TO THE FORDTOWN
 GA0797'CHRISTIAN CHURCH.  THE BENCH MARK IS 58 FT. SOUTH OF THE CENTER
 GA0797'OF THE PAVED ROAD, 20.8 FT. NORTHEAST OF THE NORTHEAST CORNER
 GA0797'OF THE CHURCH, AT THE WEST EDGE OF A GRAVEYARD, 17.4 FT. SOUTHWEST
 GA0797'OF THE LETTER C IN NAME CHILDRESS ON GRAVE MARKER STONE, AND 0.1
 GA0797'FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GA0797'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0796 ***********************************************************************
 GA0796  DESIGNATION -  C 99 RESET
 GA0796  PID         -  GA0796
 GA0796  STATE/COUNTY-  TN/GREENE
 GA0796  USGS QUAD   -  GREENEVILLE (1961)
 GA0796
 GA0796                         *CURRENT SURVEY CONTROL
 GA0796  ___________________________________________________________________
 GA0796* NAD 83(1986)-  36 10 19.     (N)    082 50 36.     (W)     SCALED    
 GA0796* NAVD 88     -       457.12   (meters)    1499.7    (feet)  RESET     
 GA0796  ___________________________________________________________________
 GA0796  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0796
 GA0796  VERT ORDER  -  THIRD
 GA0796
 GA0796.The horizontal coordinates were scaled from a topographic map and have
 GA0796.an estimated accuracy of +/- 6 seconds.
 GA0796
 GA0796.The orthometric height was computed from unverified reset data.
 GA0796
 GA0796.The geoid height was determined by GEOID03.
 GA0796
 GA0796;                    North         East    Units  Estimated Accuracy
 GA0796;SPC TN       -   208,570.      883,940.      MT  (+/- 180 meters Scaled)
 GA0796
 GA0796                          SUPERSEDED SURVEY CONTROL
 GA0796
 GA0796.No superseded survey control is available for this station.
 GA0796
 GA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA342045(NAD 83)
 GA0796_MARKER: DD = SURVEY DISK
 GA0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0796_STAMPING: C 99 1935 RESET 1969 T H D
 GA0796_MARK LOGO: CGS   
 GA0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0796+STABILITY: SURFACE MOTION
 GA0796
 GA0796  HISTORY     - Date     Condition        Report By
 GA0796  HISTORY     - 1969     MONUMENTED       TNHD
 GA0796  HISTORY     - 1969     GOOD             NGS
 GA0796
 GA0796                          STATION DESCRIPTION
 GA0796
 GA0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA0796'0.8 MI NW FROM GREENEVILLE.
 GA0796'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND
 GA0796'CHURCH STREET IN DOWNTOWN GREENEVILLE, GO NORTHWEST ON CHURCH
 GA0796'STREET (OLD ROGERSVILLE PIKE) FOR 1.0 MILE TO THE MARK ON THE
 GA0796'LEFT ON THE PROPERTY OF L.E. COX.  IT IS 59 FEET SOUTH OF THE
 GA0796'APPROXIMATE CENTER OF OLD ROGERSVILLE PIKE, 38 FEET WEST OF THE
 GA0796'NORTHWEST CORNER OF THE ROBERT BRITTON RESIDENCE, 3 FEET NORTH
 GA0796'OF A CONCRETE RIGHT-OF-WAY MARKER POST, 2 FEET WEST OF THE
 GA0796'BRITTON-COX PROPERTY LINE, AND 2 FEET WEST OF A METAL WITNESS
 GA0796'POST AND SIGN.  IT IS A BLANK BRONZE DISK SET IN THE TOP OF AN
 GA0796'11-INCH, ROUND, CONCRETE MONUMENT FLUSH WITH THE LAWN SURFACE
 GA0796'AND THE DISK IS STAMPED C 99 1935 RESET 1969 T.H.D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2013 ***********************************************************************
 FC2013  DESIGNATION -  C011
 FC2013  PID         -  FC2013
 FC2013  STATE/COUNTY-  TN/ANDERSON
 FC2013  USGS QUAD   -  BETHEL VALLEY (1989)
 FC2013
 FC2013                         *CURRENT SURVEY CONTROL
 FC2013  ___________________________________________________________________
 FC2013* NAD 83(1995)-  35 58 49.54625(N)    084 16 24.81514(W)     ADJUSTED  
 FC2013* NAVD 88     -       324.2    (meters)    1064.     (feet)  VERTCON   
 FC2013  ___________________________________________________________________
 FC2013  X           -     515,608.858 (meters)                     COMP
 FC2013  Y           -  -5,141,724.777 (meters)                     COMP
 FC2013  Z           -   3,726,607.244 (meters)                     COMP
 FC2013  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 FC2013  ELLIP HEIGHT-         293.75  (meters)          (04/12/99) GPS OBS
 FC2013  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FC2013
 FC2013  HORZ ORDER  -  FIRST
 FC2013  ELLP ORDER  -  FOURTH    CLASS I
 FC2013
 FC2013.The horizontal coordinates were established by GPS observations
 FC2013.and adjusted by the National Geodetic Survey in April 1999..
 FC2013
 FC2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2013
 FC2013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2013
 FC2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2013
 FC2013.The ellipsoidal height was determined by GPS observations
 FC2013.and is referenced to NAD 83.
 FC2013
 FC2013.The geoid height was determined by GEOID03.
 FC2013
 FC2013;                    North         East     Units Scale Factor Converg.
 FC2013;SPC TN       -   184,117.247   755,685.067   MT  0.99995165   +1 00 38.6
 FC2013;SPC TN       -   604,058.00  2,479,276.76   sFT  0.99995165   +1 00 38.6
 FC2013;UTM  16      - 3,985,215.450   745,817.248   MT  1.00034463   +1 36 09.4
 FC2013
 FC2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2013!SPC TN       -   0.99995390  x   0.99995165  =   0.99990555
 FC2013!UTM  16      -   0.99995390  x   1.00034463  =   1.00029851
 FC2013
 FC2013                          SUPERSEDED SURVEY CONTROL
 FC2013
 FC2013  NAD 83(1995)-  35 58 49.54854(N)    084 16 24.81961(W) AD(       ) 1
 FC2013  ELLIP H (10/22/93)  293.70   (m)                       GP(       ) 4 1
 FC2013  NGVD 29 (10/22/93)  324.4    (m)         1064.     (f) GPS OBS        
 FC2013
 FC2013.Superseded values are not recommended for survey control.
 FC2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2013.See file dsdata.txt to determine how the superseded data were derived.
 FC2013
 FC2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4581785215(NAD 83)
 FC2013_MARKER: DS = TRIANGULATION STATION DISK
 FC2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2013_SP_SET: CONCRETE POST
 FC2013_MARK LOGO: NONE  
 FC2013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2013+STABILITY: SURFACE MOTION
 FC2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2013+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1993
 FC2013
 FC2013  HISTORY     - Date     Condition        Report By
 FC2013  HISTORY     - 1960     MONUMENTED       RBNF
 FC2013  HISTORY     - 19930325 GOOD
 FC2013
 FC2013                          STATION DESCRIPTION
 FC2013
 FC2013'DESCRIBED BY RESEARCHED BUT NOT FOUND 1960
 FC2013'STATION IS LOCATED IN THE VICINITY OF OAK RIDGE.
 FC2013'TO REACH THE SATION FROM THE GARDEN PLAZA HOTEL IN OAK RIDGE, TAKE
 FC2013'ILLINOIS AVENUE EAST 0.7 MI (1.1 KM) TO SCARBORO RD.  TAKE SCARBORO
 FC2013'SE APPROXIMATELY 0.5 MI (0.8 KM) TO BEAR CREEK ROAD.  TAKE BEAR CREEK
 FC2013'ROAD SW 2.2 MI (3.5 KM) TO STATION OF RIGHT SIDE OF ROAD.
 FC2013'STATION IS AN UNSTAMPED DISK WITH A PUNCH HOLE IN CENTER IN A FLANGE
 FC2013'ENCASED SLEEVE SURROUNDED BY THREE STEEL POLES CEMENTED IN CONCRETE
 FC2013'FOR PROTECTION.  IT IS 58 FT (17.7 M) SOUTH OF A TALL RADIO TOWER AND
 FC2013'15.6 FT (4.8 M) NE OF A SMALL BUILDING.
 FC2013
 FC2013                          STATION RECOVERY (1993)
 FC2013
 FC2013'RECOVERED 1993
 FC2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1281 ***********************************************************************
 GC1281  DESIGNATION -  CA 11
 GC1281  PID         -  GC1281
 GC1281  STATE/COUNTY-  TN/MONTGOMERY
 GC1281  USGS QUAD   -  SANGO (1984)
 GC1281
 GC1281                         *CURRENT SURVEY CONTROL
 GC1281  ___________________________________________________________________
 GC1281* NAD 83(1986)-  36 33 36.     (N)    087 14 06.     (W)     SCALED    
 GC1281* NAVD 88     -       168.554  (meters)     553.00   (feet)  ADJUSTED  
 GC1281  ___________________________________________________________________
 GC1281  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC1281  DYNAMIC HT  -         168.416 (meters)     552.54  (feet)  COMP
 GC1281  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 GC1281
 GC1281  VERT ORDER  -  SECOND    CLASS 0
 GC1281
 GC1281.The horizontal coordinates were scaled from a topographic map and have
 GC1281.an estimated accuracy of +/- 6 seconds.
 GC1281
 GC1281.The orthometric height was determined by differential leveling
 GC1281.and adjusted by the National Geodetic Survey in June 1991..
 GC1281
 GC1281.The geoid height was determined by GEOID03.
 GC1281
 GC1281.The dynamic height is computed by dividing the NAVD 88
 GC1281.geopotential number by the normal gravity value computed on the
 GC1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1281.degrees latitude (g = 980.6199 gals.).
 GC1281
 GC1281.The modeled gravity was interpolated from observed gravity values.
 GC1281
 GC1281;                    North         East    Units  Estimated Accuracy
 GC1281;SPC TN       -   247,750.      489,440.      MT  (+/- 180 meters Scaled)
 GC1281
 GC1281                          SUPERSEDED SURVEY CONTROL
 GC1281
 GC1281  NGVD 29 (??/??/92)  168.624  (m)          553.23   (f) ADJ UNCH    2 0
 GC1281
 GC1281.Superseded values are not recommended for survey control.
 GC1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1281.See file dsdata.txt to determine how the superseded data were derived.
 GC1281
 GC1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF789460(NAD 83)
 GC1281_MARKER: DD = SURVEY DISK
 GC1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1281_STAMPING: CA 11 1955
 GC1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1281+STABILITY: SURFACE MOTION
 GC1281
 GC1281  HISTORY     - Date     Condition        Report By
 GC1281  HISTORY     - 1955     MONUMENTED       USGS
 GC1281  HISTORY     - 1965     GOOD             TNHD
 GC1281
 GC1281                          STATION DESCRIPTION
 GC1281
 GC1281'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1281'AT ROSSVIEW.
 GC1281'IN ROSSVIEW, APPROXIMATELY 150 FEET NORTHEAST OF THE NORTH CORNER
 GC1281'OF THE ROSSVIEW GROCERY, 36 FEET SOUTHEAST OF A TWIN-TRUNKED
 GC1281'CEDAR TREE, 22 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC1281'ROSSVIEW ROAD AND 1 FOOT NORTHWEST OF A WOODEN FENCE.  THE MARK
 GC1281'IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A
 GC1281'6-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1294 ***********************************************************************
 GC1294  DESIGNATION -  CA 31
 GC1294  PID         -  GC1294
 GC1294  STATE/COUNTY-  TN/MONTGOMERY
 GC1294  USGS QUAD   -  HENRIETTA (1983)
 GC1294
 GC1294                         *CURRENT SURVEY CONTROL
 GC1294  ___________________________________________________________________
 GC1294* NAD 83(1986)-  36 29 29.     (N)    087 10 44.     (W)     SCALED    
 GC1294* NAVD 88     -       192.308  (meters)     630.93   (feet)  ADJUSTED  
 GC1294  ___________________________________________________________________
 GC1294  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC1294  DYNAMIC HT  -         192.150 (meters)     630.41  (feet)  COMP
 GC1294  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GC1294
 GC1294  VERT ORDER  -  SECOND    CLASS 0
 GC1294
 GC1294.The horizontal coordinates were scaled from a topographic map and have
 GC1294.an estimated accuracy of +/- 6 seconds.
 GC1294
 GC1294.The orthometric height was determined by differential leveling
 GC1294.and adjusted by the National Geodetic Survey in June 1991..
 GC1294
 GC1294.The geoid height was determined by GEOID03.
 GC1294
 GC1294.The dynamic height is computed by dividing the NAVD 88
 GC1294.geopotential number by the normal gravity value computed on the
 GC1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1294.degrees latitude (g = 980.6199 gals.).
 GC1294
 GC1294.The modeled gravity was interpolated from observed gravity values.
 GC1294
 GC1294;                    North         East    Units  Estimated Accuracy
 GC1294;SPC TN       -   240,080.      494,370.      MT  (+/- 180 meters Scaled)
 GC1294
 GC1294                          SUPERSEDED SURVEY CONTROL
 GC1294
 GC1294  NGVD 29 (??/??/92)  192.372  (m)          631.14   (f) ADJ UNCH    2 0
 GC1294
 GC1294.Superseded values are not recommended for survey control.
 GC1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1294.See file dsdata.txt to determine how the superseded data were derived.
 GC1294
 GC1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF839384(NAD 83)
 GC1294_MARKER: DD = SURVEY DISK
 GC1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1294_STAMPING: CA 31 1955
 GC1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1294+STABILITY: SURFACE MOTION
 GC1294
 GC1294  HISTORY     - Date     Condition        Report By
 GC1294  HISTORY     - 1955     MONUMENTED       USGS
 GC1294  HISTORY     - 1965     GOOD             TNHD
 GC1294
 GC1294                          STATION DESCRIPTION
 GC1294
 GC1294'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1294'2.5 MI E FROM SANGO.
 GC1294'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1294'CHURCH IN SANGO, GO EASTERLY FOR 2.5 MILES ON A PAVED ROAD TO THE
 GC1294'HOME OF MRS. J.B. CLARDY, A GRAVELED ROAD LEADING SOUTHEAST AND
 GC1294'THE MARK ON THE LEFT APPROXIMATELY 100 FEET SOUTHEAST OF THE
 GC1294'CENTER OF THE INTERSECTION, 28 FEET NORTHEAST OF THE APPROXIMATE
 GC1294'CENTER OF THE PAVED ROAD, 5 FEET SOUTHEAST OF UTILITY POLE NO. 44
 GC1294'AND 2 FEET SOUTHEAST OF A WIRE FENCE CORNER.  IT IS A U.S.G.S.
 GC1294'DISK SET IN THE TOP OF A 6-INCH SQUARE, CONCRETE MONUMENT
 GC1294'PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2381 ***********************************************************************
 FE2381  DESIGNATION -  CADES
 FE2381  PID         -  FE2381
 FE2381  STATE/COUNTY-  TN/GIBSON
 FE2381  USGS QUAD   -  MILAN (1983)
 FE2381
 FE2381                         *CURRENT SURVEY CONTROL
 FE2381  ___________________________________________________________________
 FE2381* NAD 83(1995)-  35 57 54.99243(N)    088 46 41.43074(W)     ADJUSTED  
 FE2381* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FE2381  ___________________________________________________________________
 FE2381  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FE2381  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2381
 FE2381  HORZ ORDER  -  THIRD
 FE2381
 FE2381.The horizontal coordinates were established by classical geodetic methods
 FE2381.and adjusted by the National Geodetic Survey in April 1999..
 FE2381
 FE2381.The orthometric height was scaled from a topographic map.
 FE2381
 FE2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2381
 FE2381.The geoid height was determined by GEOID03.
 FE2381
 FE2381;                    North         East     Units Scale Factor Converg.
 FE2381;SPC TN       -   184,619.144   349,445.641   MT  0.99995101   -1 37 35.2
 FE2381;SPC TN       -   605,704.64  1,146,472.91   sFT  0.99995101   -1 37 35.2
 FE2381;UTM  16      - 3,981,558.546   339,659.013   MT  0.99991679   -1 02 40.3
 FE2381
 FE2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2381!SPC TN       -   0.99998529  x   0.99995101  =   0.99993630
 FE2381!UTM  16      -   0.99998529  x   0.99991679  =   0.99990208
 FE2381
 FE2381:                Primary Azimuth Mark                     Grid Az
 FE2381:SPC TN       -  MILAN COMPRESS TANK                      157 47 38.9
 FE2381:UTM  16      -  MILAN COMPRESS TANK                      157 12 44.0
 FE2381
 FE2381|---------------------------------------------------------------------|
 FE2381| PID    Reference Object                     Distance      Geod. Az  |
 FE2381|                                                           dddmmss.s |
 FE2381| FE2383 MILAN COMPRESS TANK                 APPROX. 5.2 KM 1561003.7 |
 FE2381| FE2384 MILAN MUNICIPAL TANK                APPROX. 5.4 KM 1621323.1 |
 FE2381| CG3328 CADES RM 1                           20.970 METERS 17754     |
 FE2381| FE2385 MILAN RAD STA WKBJ MAST             APPROX. 7.1 KM 1814955.6 |
 FE2381| CG3327 CADES AZ MK                                        2600312.3 |
 FE2381| CG3329 CADES RM 2                           22.112 METERS 31716     |
 FE2381|---------------------------------------------------------------------|
 FE2381
 FE2381                          SUPERSEDED SURVEY CONTROL
 FE2381
 FE2381  NAD 83(1995)-  35 57 54.99558(N)    088 46 41.43497(W) AD(       ) 3
 FE2381  NAD 83(1986)-  35 57 55.00374(N)    088 46 41.43061(W) AD(       ) 3
 FE2381  NAD 27      -  35 57 54.76260(N)    088 46 41.21040(W) AD(       ) 3
 FE2381
 FE2381.Superseded values are not recommended for survey control.
 FE2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2381.See file dsdata.txt to determine how the superseded data were derived.
 FE2381
 FE2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3965981559(NAD 83)
 FE2381_MARKER: DS = TRIANGULATION STATION DISK
 FE2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2381
 FE2381  HISTORY     - Date     Condition        Report By
 FE2381  HISTORY     - 1958     MONUMENTED       CGS
 FE2381
 FE2381                          STATION DESCRIPTION
 FE2381
 FE2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2381'THE STATION IS ABOUT 9 MILES EAST OF TRENTON, 5.5 MILES WEST OF
 FE2381'ATWOOD, AND 3.5 MILES NORTHWEST OF MILAN. THE PROPERTY
 FE2381'OWNER IS MRS. H.T. MCDONALD. IT IS 57 FEET EAST OF THE CENTERLINE OF
 FE2381'U.S. HIGHWAY 45E, 33 FEET SOUTHEAST OF A POWERLINE POLE, 7
 FE2381'FEET NORTHWEST OF A WHITE WITNESS POST, 146 FEET SOUTHWEST OF THE
 FE2381'SOUTHWEST CORNER OF A WHITE FRAME HOUSE, AND 36 FEET
 FE2381'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD. THE MONUMENT IS FLUSH
 FE2381'AND THE DISK IS STAMPED CADES 1958.
 FE2381'
 FE2381'TO REACH THE STATION FROM THE CROSSROAD (JUST EAST OF THE ILLINOIS
 FE2381'CENTRAL RAILROAD CROSSING) IN THE VILLAGE OF CADES, GO
 FE2381'SOUTHEAST ON U.S. HIGHWAY 45E FOR 0.8 MILE TO A WHITE FRAME HOUSE AND
 FE2381'THE STATION ON THE LEFT SIDE OF THE ROAD.
 FE2381'
 FE2381'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON U.S.
 FE2381'HIGHWAY 45E FOR 0.05 MILE TO A GRAVELED SIDE ROAD RIGHT.
 FE2381'TURN RIGHT ACROSS RAILROAD AND GO NORTH ON THE GRAVELED ROAD FOR 0.35
 FE2381'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2381'
 FE2381'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTERLINE OF HIGHWAY 45E, 31
 FE2381'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 6 FEET
 FE2381'NORTHWEST OF A 30 INCH OAK TREE, AND 81 FEET SOUTH OF A POWERLINE
 FE2381'POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CADES
 FE2381'NO 1 1958.
 FE2381'
 FE2381'REFERENCE MARK 2 IS 33 FEET EAST OF THE CENTERLINE OF HIGHWAY 45E, 53
 FE2381'FEET NORTH OF A POWERLINE POLE, 22 FEET WEST OF THE
 FE2381'CENTERLINE OF A DIRT DRIVEWAY, AND 84 FEET SOUTHWEST OF THE SOUTHWEST
 FE2381'CORNER OF A WHITE FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE
 FE2381'DISK IS STAMPED CADES NO 2 1958.
 FE2381'
 FE2381'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2381'ROAD, 3 FEET NORTHEAST OF A WHITE WITNESS POST, 3 FEET
 FE2381'NORTHEAST OF A POWERLINE POLE, 18 FEET NORTHWEST OF A 24 INCH OAK
 FE2381'TREE, AND 51 FEET SOUTH OF A 6 INCH SYCAMORE TREE. THE
 FE2381'MONUMENT IS FLUSH AND THE DISK IS STAMPED CADES 1958.
 FE2381'
 FE2381'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0267 ***********************************************************************
 GC0267  CBN         -  This is a Cooperative Base Network Control Station.
 GC0267  DESIGNATION -  CAIN
 GC0267  PID         -  GC0267
 GC0267  STATE/COUNTY-  TN/WILSON
 GC0267  USGS QUAD   -  LEBANON (1983)
 GC0267
 GC0267                         *CURRENT SURVEY CONTROL
 GC0267  ___________________________________________________________________
 GC0267* NAD 83(1995)-  36 11 21.89252(N)    086 16 19.96416(W)     ADJUSTED  
 GC0267* NAVD 88     -       175.196  (meters)     574.79   (feet)  ADJUSTED  
 GC0267  ___________________________________________________________________
 GC0267  X           -     335,076.646 (meters)                     COMP
 GC0267  Y           -  -5,142,830.477 (meters)                     COMP
 GC0267  Z           -   3,745,261.039 (meters)                     COMP
 GC0267  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GC0267  ELLIP HEIGHT-         146.04  (meters)          (08/03/04) GPS OBS
 GC0267  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0267  DYNAMIC HT  -         175.051 (meters)     574.31  (feet)  COMP
 GC0267  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC0267
 GC0267  HORZ ORDER  -  A
 GC0267  VERT ORDER  -  SECOND    CLASS 0
 GC0267  ELLP ORDER  -  FOURTH    CLASS I
 GC0267
 GC0267.The horizontal coordinates were established by GPS observations
 GC0267.and adjusted by the National Geodetic Survey in August 2004..
 GC0267
 GC0267.The orthometric height was determined by differential leveling
 GC0267.and adjusted by the National Geodetic Survey in June 1991..
 GC0267
 GC0267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC0267
 GC0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0267
 GC0267.The ellipsoidal height was determined by GPS observations
 GC0267.and is referenced to NAD 83.
 GC0267
 GC0267.The geoid height was determined by GEOID03.
 GC0267
 GC0267.The dynamic height is computed by dividing the NAVD 88
 GC0267.geopotential number by the normal gravity value computed on the
 GC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0267.degrees latitude (g = 980.6199 gals.).
 GC0267
 GC0267.The modeled gravity was interpolated from observed gravity values.
 GC0267
 GC0267;                    North         East     Units Scale Factor Converg.
 GC0267;SPC TN       -   205,966.222   575,515.990   MT  0.99996758   -0 09 33.7
 GC0267;SPC TN       -   675,740.85  1,888,172.04   sFT  0.99996758   -0 09 33.7
 GC0267;UTM  16      - 4,005,203.034   565,437.100   MT  0.99965276   +0 25 47.1
 GC0267
 GC0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0267!SPC TN       -   0.99997708  x   0.99996758  =   0.99994466
 GC0267!UTM  16      -   0.99997708  x   0.99965276  =   0.99962985
 GC0267
 GC0267:                Primary Azimuth Mark                     Grid Az
 GC0267:SPC TN       -  LEBANON RADIO STA WCOR MAST              012 03 03.2
 GC0267:UTM  16      -  LEBANON RADIO STA WCOR MAST              011 27 42.4
 GC0267
 GC0267|---------------------------------------------------------------------|
 GC0267| PID    Reference Object                     Distance      Geod. Az  |
 GC0267|                                                           dddmmss.s |
 GC0267| GC2157 LEBANON RADIO STA WCOR MAST         APPROX. 2.0 KM 0115329.5 |
 GC0267| GC0266 CAIN RM 1                            23.323 METERS 03912     |
 GC0267| CG5006 CAIN AZ MK                                         1272557.0 |
 GC0267| GC2150 JENNINGS                            APPROX. 6.9 KM 1312153.0 |
 GC0267| GC0268 CAIN RM 2                            27.163 METERS 14639     |
 GC0267| GC2154 LEBANON MUNICIPAL STANDPIPE         APPROX. 2.6 KM 3494308.2 |
 GC0267|---------------------------------------------------------------------|
 GC0267
 GC0267                          SUPERSEDED SURVEY CONTROL
 GC0267
 GC0267  NAD 83(1995)-  36 11 21.89165(N)    086 16 19.96176(W) AD(       ) 2
 GC0267  NAD 83(1995)-  36 11 21.89453(N)    086 16 19.96468(W) AD(       ) 2
 GC0267  NAD 83(1995)-  36 11 21.89674(N)    086 16 19.96567(W) AD(       ) 2
 GC0267  NAD 83(1986)-  36 11 21.90302(N)    086 16 19.96395(W) AD(       ) 2
 GC0267  NAD 27      -  36 11 21.70470(N)    086 16 19.99400(W) AD(       ) 2
 GC0267  NAVD 88 (08/03/04)  175.20   (m)          574.8    (f) LEVELING    3  
 GC0267  NGVD 29 (??/??/92)  175.260  (m)          575.00   (f) ADJ UNCH    2 0
 GC0267
 GC0267.Superseded values are not recommended for survey control.
 GC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0267.See file dsdata.txt to determine how the superseded data were derived.
 GC0267
 GC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6543705203(NAD 83)
 GC0267_MARKER: DS = TRIANGULATION STATION DISK
 GC0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0267_STAMPING: CAIN 1960
 GC0267_MARK LOGO: CGS   
 GC0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0267+STABILITY: SURFACE MOTION
 GC0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0267+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC0267
 GC0267  HISTORY     - Date     Condition        Report By
 GC0267  HISTORY     - 1960     MONUMENTED       CGS
 GC0267  HISTORY     - 1960     GOOD             CGS
 GC0267  HISTORY     - 20010226 GOOD             TNDT
 GC0267  HISTORY     - 20031010 GOOD             TNDT
 GC0267
 GC0267                          STATION DESCRIPTION
 GC0267
 GC0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0267'THE STATION IS LOCATED ALONG THE WEST RIGHT-OF-WAY PROPERTY OF THE
 GC0267'TENNESSEE CENTRAL RAILROAD, ABOUT 2 MILES SOUTHEAST OF LEBANON, AND
 GC0267'ABOUT 0.1 MILE SOUTHWEST OF STATE HIGHWAY 26.
 GC0267'
 GC0267'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO EAST, ON U.S.
 GC0267'HIGHWAY 70N FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY 26.
 GC0267'KEEP RIGHT, SOUTHEAST, ON STATE HIGHWAY 26 AND GO 1.5 MILES TO A
 GC0267'CROSSROAD AT THE E. AND P. FOOD MARKET.  TURN RIGHT, AND GO 0.05
 GC0267'MILE TO THE RAILROAD TRACKS, AND THE AZIMUTH MARK ON THE LEFT.
 GC0267'PROCEED ACROSS RAILROAD TRACKS, THEN TURN RIGHT, NORTH, AND GO 0.05
 GC0267'MILE TO THE STATION.
 GC0267'
 GC0267'THE STATION MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0267'STAMPED CAIN 1960, AND SET FLUSH.  IT IS 34 FEET SOUTHWEST OF
 GC0267'THE WEST RAIL OF RAILROAD, 12 FEET NORTHEAST OF A WIRE FENCE, AND 2.6
 GC0267'FEET EAST OF A WITNESS SIGN.
 GC0267'
 GC0267'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0267'STAMPED CAIN NO 1 1960, AND SET FLUSH.  IT IS 36 FEET NORTHEAST OF
 GC0267'THE EAST RAIL OF RAILROAD, 24 FEET NORTH OF A TELEPHONE POLE, AND 11
 GC0267'FEET SOUTHWEST OF A WIRE FENCE.
 GC0267'
 GC0267'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0267'STAMPED CAIN NO 2 1960, AND SET FLUSH.  IT IS 42 FEET SOUTHWEST OF
 GC0267'THE WEST RAIL OF RAILROAD AND 4 FEET NORTHEAST OF A WIRE FENCE.
 GC0267'
 GC0267'THE AZIMUTH MARK IS A STANDARD COAST AND GEODETIC BENCH MARK DISK,
 GC0267'SET IN A 6-INCH SQUARE CONCRETE MONUMENT, STAMPED T 79 1935, AND
 GC0267'THE MONUMENT PROJECTS 9 INCHES.  IT IS 44 FEET NORTHEAST OF THE EAST
 GC0267'RAIL OF RAILROAD, 40 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, 30
 GC0267'FEET NORTH OF A TELEPHONE POLE, AND 1.6 FEET SOUTHEAST OF A WITNESS
 GC0267'SIGN.
 GC0267'
 GC0267'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 GC0267
 GC0267                          STATION RECOVERY (1960)
 GC0267
 GC0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0267'1.8 MI SE FROM LEBANON.
 GC0267'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0267'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY.  THE STATION MARK
 GC0267'IS ABOUT 0.05 MILE WEST OF THE E. AND P. FOOD MARKET LOCATED ON
 GC0267'STATE HIGHWAY 26, ABOUT 0.05 MILE NORTH OF A PRIVATE CROSSING,
 GC0267'34 FT. SOUTHWEST OF THE WEST RAIL, 12 FT. NORTHEAST OF A WIRE
 GC0267'FENCE, AND 2.6 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN
 GC0267'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS ABOUT
 GC0267'LEVEL WITH THE TRACKS.
 GC0267
 GC0267                          STATION RECOVERY (2001)
 GC0267
 GC0267'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0267'RECOVERED IN GOOD CONDITION.
 GC0267
 GC0267                          STATION RECOVERY (2003)
 GC0267
 GC0267'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC0267'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0266 ***********************************************************************
 GC0266  DESIGNATION -  CAIN RM 1
 GC0266  PID         -  GC0266
 GC0266  STATE/COUNTY-  TN/WILSON
 GC0266  USGS QUAD   -  LEBANON (1983)
 GC0266
 GC0266                         *CURRENT SURVEY CONTROL
 GC0266  ___________________________________________________________________
 GC0266* NAD 83(1986)-  36 11 21.     (N)    086 16 19.     (W)     SCALED    
 GC0266* NAVD 88     -       175.152  (meters)     574.64   (feet)  ADJUSTED  
 GC0266  ___________________________________________________________________
 GC0266  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0266  DYNAMIC HT  -         175.007 (meters)     574.17  (feet)  COMP
 GC0266  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC0266
 GC0266  VERT ORDER  -  SECOND    CLASS 0
 GC0266
 GC0266.The horizontal coordinates were scaled from a topographic map and have
 GC0266.an estimated accuracy of +/- 6 seconds.
 GC0266
 GC0266.The orthometric height was determined by differential leveling
 GC0266.and adjusted by the National Geodetic Survey in June 1991..
 GC0266
 GC0266.The geoid height was determined by GEOID03.
 GC0266
 GC0266.The dynamic height is computed by dividing the NAVD 88
 GC0266.geopotential number by the normal gravity value computed on the
 GC0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0266.degrees latitude (g = 980.6199 gals.).
 GC0266
 GC0266.The modeled gravity was interpolated from observed gravity values.
 GC0266
 GC0266;                    North         East    Units  Estimated Accuracy
 GC0266;SPC TN       -   205,940.      575,540.      MT  (+/- 180 meters Scaled)
 GC0266
 GC0266                          SUPERSEDED SURVEY CONTROL
 GC0266
 GC0266  NGVD 29 (??/??/92)  175.216  (m)          574.85   (f) ADJ UNCH    2 0
 GC0266
 GC0266.Superseded values are not recommended for survey control.
 GC0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0266.See file dsdata.txt to determine how the superseded data were derived.
 GC0266
 GC0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF654051(NAD 83)
 GC0266_MARKER: DR = REFERENCE MARK DISK
 GC0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0266_STAMPING: CAIN NO 1 1960
 GC0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0266+STABILITY: SURFACE MOTION
 GC0266
 GC0266  HISTORY     - Date     Condition        Report By
 GC0266  HISTORY     - 1960     MONUMENTED       CGS
 GC0266
 GC0266                          STATION DESCRIPTION
 GC0266
 GC0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0266'1.8 MI SE FROM LEBANON.
 GC0266'THIS MARK IS LOCATED AT THE CAIN 1960 STATION SITE, 76.5 FT.
 GC0266'NORTHEAST OF THE STATION MARK, 36 FT. NORTHEAST OF THE EAST
 GC0266'RAIL, 24 FT. NORTH OF A TELEPHONE POLE, AND 11 FT. SOUTHWEST
 GC0266'OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GC0266'IS FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0268 ***********************************************************************
 GC0268  DESIGNATION -  CAIN RM 2
 GC0268  PID         -  GC0268
 GC0268  STATE/COUNTY-  TN/WILSON
 GC0268  USGS QUAD   -  LEBANON (1983)
 GC0268
 GC0268                         *CURRENT SURVEY CONTROL
 GC0268  ___________________________________________________________________
 GC0268* NAD 83(1986)-  36 11 21.     (N)    086 16 19.     (W)     SCALED    
 GC0268* NAVD 88     -       175.120  (meters)     574.54   (feet)  ADJUSTED  
 GC0268  ___________________________________________________________________
 GC0268  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0268  DYNAMIC HT  -         174.975 (meters)     574.06  (feet)  COMP
 GC0268  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC0268
 GC0268  VERT ORDER  -  SECOND    CLASS 0
 GC0268
 GC0268.The horizontal coordinates were scaled from a topographic map and have
 GC0268.an estimated accuracy of +/- 6 seconds.
 GC0268
 GC0268.The orthometric height was determined by differential leveling
 GC0268.and adjusted by the National Geodetic Survey in June 1991..
 GC0268
 GC0268.The geoid height was determined by GEOID03.
 GC0268
 GC0268.The dynamic height is computed by dividing the NAVD 88
 GC0268.geopotential number by the normal gravity value computed on the
 GC0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0268.degrees latitude (g = 980.6199 gals.).
 GC0268
 GC0268.The modeled gravity was interpolated from observed gravity values.
 GC0268
 GC0268;                    North         East    Units  Estimated Accuracy
 GC0268;SPC TN       -   205,940.      575,540.      MT  (+/- 180 meters Scaled)
 GC0268
 GC0268                          SUPERSEDED SURVEY CONTROL
 GC0268
 GC0268  NGVD 29 (??/??/92)  175.184  (m)          574.75   (f) ADJ UNCH    2 0
 GC0268
 GC0268.Superseded values are not recommended for survey control.
 GC0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0268.See file dsdata.txt to determine how the superseded data were derived.
 GC0268
 GC0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF654051(NAD 83)
 GC0268_MARKER: DR = REFERENCE MARK DISK
 GC0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0268_STAMPING: CAIN NO 2 1960
 GC0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0268+STABILITY: SURFACE MOTION
 GC0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0268+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0268
 GC0268  HISTORY     - Date     Condition        Report By
 GC0268  HISTORY     - 1960     MONUMENTED       CGS
 GC0268  HISTORY     - 20010226 GOOD             TNDT
 GC0268
 GC0268                          STATION DESCRIPTION
 GC0268
 GC0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0268'1.8 MI SE FROM LEBANON.
 GC0268'THIS MARK IS LOCATED AT THE CAIN 1960 STATION SITE, 89 FT.
 GC0268'SOUTHEAST OF THE STATION MARK, 42 FT. SOUTHWEST OF THE WEST
 GC0268'RAIL, AND 4 FT. NORTHEAST OF A FENCE.  THE DISK IS SET IN TOP
 GC0268'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS ABOUT
 GC0268'LEVEL WITH THE TRACKS.
 GC0268
 GC0268                          STATION RECOVERY (2001)
 GC0268
 GC0268'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2708 ***********************************************************************
 GA2708  DESIGNATION -  CALF
 GA2708  PID         -  GA2708
 GA2708  STATE/COUNTY-  TN/CLAIBORNE
 GA2708  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2708
 GA2708                         *CURRENT SURVEY CONTROL
 GA2708  ___________________________________________________________________
 GA2708* NAD 83(1995)-  36 31 34.90085(N)    083 42 07.69051(W)     ADJUSTED  
 GA2708* NAVD 88     -       392.552  (meters)    1287.90   (feet)  ADJUSTED  
 GA2708  ___________________________________________________________________
 GA2708  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 GA2708  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2708  DYNAMIC HT  -         392.204 (meters)    1286.76  (feet)  COMP
 GA2708  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 GA2708
 GA2708  HORZ ORDER  -  SECOND
 GA2708  VERT ORDER  -  SECOND    CLASS 0
 GA2708
 GA2708.The horizontal coordinates were established by classical geodetic methods
 GA2708.and adjusted by the National Geodetic Survey in April 1999..
 GA2708
 GA2708.The orthometric height was determined by differential leveling
 GA2708.and adjusted by the National Geodetic Survey in June 1991..
 GA2708
 GA2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2708
 GA2708.The geoid height was determined by GEOID03.
 GA2708
 GA2708.The dynamic height is computed by dividing the NAVD 88
 GA2708.geopotential number by the normal gravity value computed on the
 GA2708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2708.degrees latitude (g = 980.6199 gals.).
 GA2708
 GA2708.The modeled gravity was interpolated from observed gravity values.
 GA2708
 GA2708;                    North         East     Units Scale Factor Converg.
 GA2708;SPC TN       -   245,737.305   805,783.810   MT  1.00002130   +1 20 42.9
 GA2708;SPC TN       -   806,223.14  2,643,642.38   sFT  1.00002130   +1 20 42.9
 GA2708;SPC KY1Z     - 1,023,437.116 1,683,426.399   MT  1.00017974   +1 15 26.3
 GA2708;SPC KY1Z     - 3,357,726.60  5,523,041.44   sFT  1.00017974   +1 15 26.3
 GA2708;SPC KY S     -   523,409.025   683,401.864   MT  1.00004401   +1 14 31.0
 GA2708;SPC KY S     - 1,717,217.78  2,242,127.62   sFT  1.00004401   +1 14 31.0
 GA2708;UTM  17      - 4,045,729.201   258,065.156   MT  1.00032120   -1 36 32.7
 GA2708
 GA2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2708!SPC TN       -   0.99994318  x   1.00002130  =   0.99996448
 GA2708!SPC KY1Z     -   0.99994318  x   1.00017974  =   1.00012291
 GA2708!SPC KY S     -   0.99994318  x   1.00004401  =   0.99998719
 GA2708!UTM  17      -   0.99994318  x   1.00032120  =   1.00026437
 GA2708
 GA2708:                Primary Azimuth Mark                     Grid Az
 GA2708:SPC TN       -  CALF AZ MK                               042 13 20.1
 GA2708:SPC KY1Z     -  CALF AZ MK                               042 18 36.7
 GA2708:SPC KY S     -  CALF AZ MK                               042 19 32.0
 GA2708:UTM  17      -  CALF AZ MK                               045 10 35.7
 GA2708
 GA2708|---------------------------------------------------------------------|
 GA2708| PID    Reference Object                     Distance      Geod. Az  |
 GA2708|                                                           dddmmss.s |
 GA2708| GA2710 CALF AZ MK                                         0433403.0 |
 GA2708| GA2709 CALF RM 1                            16.960 METERS 05549     |
 GA2708| GA3597 TS 2C                               APPROX. 0.8 KM 2484115.0 |
 GA2708| GA2707 CALF RM 2                            12.113 METERS 33455     |
 GA2708|---------------------------------------------------------------------|
 GA2708
 GA2708                          SUPERSEDED SURVEY CONTROL
 GA2708
 GA2708  NAD 83(1995)-  36 31 34.90137(N)    083 42 07.69091(W) AD(       ) 2
 GA2708  NAD 83(1995)-  36 31 34.89855(N)    083 42 07.68361(W) AD(       ) 2
 GA2708  NAD 83(1995)-  36 31 34.90938(N)    083 42 07.69166(W) AD(       ) 2
 GA2708  NAD 83(1986)-  36 31 34.91008(N)    083 42 07.69141(W) AD(       ) 2
 GA2708  NAD 27      -  36 31 34.62545(N)    083 42 08.00358(W) AD(       ) 2
 GA2708  NGVD 29 (??/??/??)  392.76   (m)         1288.6    (f) RESET       3  
 GA2708
 GA2708.Superseded values are not recommended for survey control.
 GA2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2708.See file dsdata.txt to determine how the superseded data were derived.
 GA2708
 GA2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5806545729(NAD 83)
 GA2708_MARKER: DD = SURVEY DISK
 GA2708_SETTING: 66 = SET IN ROCK OUTCROP
 GA2708_SP_SET: BEDROCK
 GA2708_STAMPING: CALF 1964
 GA2708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2708+STABILITY: POSITION/ELEVATION WELL
 GA2708
 GA2708  HISTORY     - Date     Condition        Report By
 GA2708  HISTORY     - 1964     MONUMENTED       TNHD
 GA2708  HISTORY     - 1965     GOOD             TNHD
 GA2708
 GA2708                          STATION DESCRIPTION
 GA2708
 GA2708'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2708'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF ARTHUR.
 GA2708'
 GA2708'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO SOUTHWEST ON
 GA2708'STATE ROUTE 63 FOR 2.75
 GA2708'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GA2708'STRAIGHT AHEAD FOR 0.1 MILE TO THE
 GA2708'STATION ON THE LEFT.
 GA2708'
 GA2708'THE STATION IS 61 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 GA2708'63, 42 FEET SOUTH OF A
 GA2708'TELEPHONE POLE AND 38.4 FEET SOUTH OF A WITNESS POST.
 GA2708'THE SURFACE MARK IS A STANDARD
 GA2708'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2708'CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING
 GA2708'BEDROCK, 2 INCHES BELOW
 GA2708'THE SURFACE, AND THE DISK IS STAMPED CALF 1964.
 GA2708'
 GA2708'REFERENCE MARK NO. 1 IS 12 FEET WEST OF A GRAVELED ROAD AND 10 FEET
 GA2708'EAST OF A FENCE.  IT IS A
 GA2708'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2708'10-INCH SQUARE, FLUSH, CONCRETE
 GA2708'MONUMENT AND THE DISK IS STAMPED CALF
 GA2708'RM-1 1964.
 GA2708'
 GA2708'REFERENCE MARK NO. 2 IS 21.6 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2708'STATE ROUTE 63, 10 FEET
 GA2708'EAST OF A TELEPHONE POLE AND 1.5 FEET NORTHWEST OF
 GA2708'A WITNESS POST.  IT IS A STANDARD
 GA2708'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2708'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2708'AND THE DISK IS
 GA2708'STAMPED CALF RM-2 1964.
 GA2708'
 GA2708'THE AZIMUTH MARK IS 16 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GA2708'ROUTE 63, 12 FEET WEST OF A
 GA2708'MULBERRY TREE AND 2.5 FEET WEST OF A WITNESS POST.
 GA2708'IT IS A STANDARD TENNESSEE HIGHWAY
 GA2708'DEPARTMENT DISK SET IN A 10-INCH
 GA2708'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2708'STAMPED CALF AZI 1964.
 GA2708'
 GA2708'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2708'
 GA2708'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2708
 GA2708                          STATION RECOVERY (1965)
 GA2708
 GA2708'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2708'2.8 MI SW FROM ARTHUR.
 GA2708'FROM THE POST OFFICE IN ARTHUR, GO SOUTHWEST ON STATE ROUTE 63
 GA2708'FOR 2.85 MILES TO THE MARK ON THE LEFT, 61 FEET SOUTH OF THE
 GA2708'APPROXIMATE CENTER OF STATE ROUTE 63, 42 FEET SOUTH OF A TELEPHONE
 GA2708'POLE AND 38.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  THE
 GA2708'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED
 GA2708'FLUSH IN A DRILLED HOLE IN OUT-CROPPING BEDROCK, STAMPED CALF 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2710 ***********************************************************************
 GA2710  DESIGNATION -  CALF AZ MK
 GA2710  PID         -  GA2710
 GA2710  STATE/COUNTY-  TN/CLAIBORNE
 GA2710  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2710
 GA2710                         *CURRENT SURVEY CONTROL
 GA2710  ___________________________________________________________________
 GA2710* NAD 83(1986)-  36 31 38.     (N)    083 42 05.     (W)     SCALED    
 GA2710* NAVD 88     -       388.096  (meters)    1273.28   (feet)  ADJUSTED  
 GA2710  ___________________________________________________________________
 GA2710  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA2710  DYNAMIC HT  -         387.752 (meters)    1272.15  (feet)  COMP
 GA2710  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 GA2710
 GA2710  VERT ORDER  -  SECOND    CLASS 0
 GA2710
 GA2710.The horizontal coordinates were scaled from a topographic map and have
 GA2710.an estimated accuracy of +/- 6 seconds.
 GA2710
 GA2710.The orthometric height was determined by differential leveling
 GA2710.and adjusted by the National Geodetic Survey in June 1991..
 GA2710
 GA2710.The geoid height was determined by GEOID03.
 GA2710
 GA2710.The dynamic height is computed by dividing the NAVD 88
 GA2710.geopotential number by the normal gravity value computed on the
 GA2710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2710.degrees latitude (g = 980.6199 gals.).
 GA2710
 GA2710.The modeled gravity was interpolated from observed gravity values.
 GA2710
 GA2710;                    North         East    Units  Estimated Accuracy
 GA2710;SPC TN       -   245,830.      805,850.      MT  (+/- 180 meters Scaled)
 GA2710
 GA2710                          SUPERSEDED SURVEY CONTROL
 GA2710
 GA2710  NGVD 29 (??/??/??)  388.30   (m)         1273.9    (f) RESET       3  
 GA2710
 GA2710.Superseded values are not recommended for survey control.
 GA2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2710.See file dsdata.txt to determine how the superseded data were derived.
 GA2710
 GA2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA581458(NAD 83)
 GA2710_MARKER: DZ = AZIMUTH MARK DISK
 GA2710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2710_SP_SET: MONUMENT
 GA2710_STAMPING: CALF AZI 1964
 GA2710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2710
 GA2710  HISTORY     - Date     Condition        Report By
 GA2710  HISTORY     - 1964     MONUMENTED       TNHD
 GA2710  HISTORY     - 1965     GOOD             TNHD
 GA2710
 GA2710                          STATION DESCRIPTION
 GA2710
 GA2710'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2710'2.8 MI SW FROM ARTHUR.
 GA2710'FROM THE POST OFFICE IN ARTHUR, GO SOUTHWEST ON STATE HIGHWAY 63
 GA2710'FOR 2.75 MILES TO THE MARK ON THE LEFT, 16 FEET NORTH OF THE
 GA2710'APPROXIMATE CENTER OF STATE ROUTE 63, 12 FEET WEST OF A MULBERRY
 GA2710'TREE AND 2.5 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE
 GA2710'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2710'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED CALF AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2709 ***********************************************************************
 GA2709  DESIGNATION -  CALF RM 1
 GA2709  PID         -  GA2709
 GA2709  STATE/COUNTY-  TN/CLAIBORNE
 GA2709  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2709
 GA2709                         *CURRENT SURVEY CONTROL
 GA2709  ___________________________________________________________________
 GA2709* NAD 83(1986)-  36 31 35.     (N)    083 42 08.     (W)     SCALED    
 GA2709* NAVD 88     -       391.506  (meters)    1284.47   (feet)  ADJUSTED  
 GA2709  ___________________________________________________________________
 GA2709  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2709  DYNAMIC HT  -         391.158 (meters)    1283.32  (feet)  COMP
 GA2709  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 GA2709
 GA2709  VERT ORDER  -  SECOND    CLASS 0
 GA2709
 GA2709.The horizontal coordinates were scaled from a topographic map and have
 GA2709.an estimated accuracy of +/- 6 seconds.
 GA2709
 GA2709.The orthometric height was determined by differential leveling
 GA2709.and adjusted by the National Geodetic Survey in June 1991..
 GA2709
 GA2709.The geoid height was determined by GEOID03.
 GA2709
 GA2709.The dynamic height is computed by dividing the NAVD 88
 GA2709.geopotential number by the normal gravity value computed on the
 GA2709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2709.degrees latitude (g = 980.6199 gals.).
 GA2709
 GA2709.The modeled gravity was interpolated from observed gravity values.
 GA2709
 GA2709;                    North         East    Units  Estimated Accuracy
 GA2709;SPC TN       -   245,740.      805,780.      MT  (+/- 180 meters Scaled)
 GA2709
 GA2709                          SUPERSEDED SURVEY CONTROL
 GA2709
 GA2709  NGVD 29 (??/??/92)  391.650  (m)         1284.94   (f) ADJ UNCH    2 0
 GA2709
 GA2709.Superseded values are not recommended for survey control.
 GA2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2709.See file dsdata.txt to determine how the superseded data were derived.
 GA2709
 GA2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA580457(NAD 83)
 GA2709_MARKER: DR = REFERENCE MARK DISK
 GA2709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2709_SP_SET: MONUMENT
 GA2709_STAMPING: CALF RM 1 1964
 GA2709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2709
 GA2709  HISTORY     - Date     Condition        Report By
 GA2709  HISTORY     - 1964     MONUMENTED       TNHD
 GA2709  HISTORY     - 1965     GOOD             TNHD
 GA2709
 GA2709                          STATION DESCRIPTION
 GA2709
 GA2709'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2709'2.8 MI SW FROM ARTHUR.
 GA2709'THIS MARK IS LOCATED AT THE CALF 1964 STATION SITE, 12 FEET
 GA2709'WEST OF A GRAVELED ROAD AND 10 FEET EAST OF A FENCE.  THE MARK
 GA2709'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN
 GA2709'A 10-INCH SQUARE, CONCRETE MONUMENT, STAMPED CALF RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2707 ***********************************************************************
 GA2707  DESIGNATION -  CALF RM 2
 GA2707  PID         -  GA2707
 GA2707  STATE/COUNTY-  TN/CLAIBORNE
 GA2707  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2707
 GA2707                         *CURRENT SURVEY CONTROL
 GA2707  ___________________________________________________________________
 GA2707* NAD 83(1986)-  36 31 35.     (N)    083 42 08.     (W)     SCALED    
 GA2707* NAVD 88     -       392.788  (meters)    1288.67   (feet)  ADJUSTED  
 GA2707  ___________________________________________________________________
 GA2707  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2707  DYNAMIC HT  -         392.439 (meters)    1287.53  (feet)  COMP
 GA2707  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 GA2707
 GA2707  VERT ORDER  -  SECOND    CLASS 0
 GA2707
 GA2707.The horizontal coordinates were scaled from a topographic map and have
 GA2707.an estimated accuracy of +/- 6 seconds.
 GA2707
 GA2707.The orthometric height was determined by differential leveling
 GA2707.and adjusted by the National Geodetic Survey in June 1991..
 GA2707
 GA2707.The geoid height was determined by GEOID03.
 GA2707
 GA2707.The dynamic height is computed by dividing the NAVD 88
 GA2707.geopotential number by the normal gravity value computed on the
 GA2707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2707.degrees latitude (g = 980.6199 gals.).
 GA2707
 GA2707.The modeled gravity was interpolated from observed gravity values.
 GA2707
 GA2707;                    North         East    Units  Estimated Accuracy
 GA2707;SPC TN       -   245,740.      805,780.      MT  (+/- 180 meters Scaled)
 GA2707
 GA2707                          SUPERSEDED SURVEY CONTROL
 GA2707
 GA2707  NGVD 29 (??/??/92)  392.932  (m)         1289.14   (f) ADJ UNCH    2 0
 GA2707
 GA2707.Superseded values are not recommended for survey control.
 GA2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2707.See file dsdata.txt to determine how the superseded data were derived.
 GA2707
 GA2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA580457(NAD 83)
 GA2707_MARKER: DD = SURVEY DISK
 GA2707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2707_SP_SET: MONUMENT
 GA2707_STAMPING: CALF RM 2 1964
 GA2707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2707
 GA2707  HISTORY     - Date     Condition        Report By
 GA2707  HISTORY     - 1964     MONUMENTED       TNHD
 GA2707  HISTORY     - 1965     GOOD             TNHD
 GA2707
 GA2707                          STATION DESCRIPTION
 GA2707
 GA2707'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2707'2.8 MI SW FROM ARTHUR.
 GA2707'THIS MARK IS LOCATED AT THE CALF 1964 STATION SITE, 21.6 FEET
 GA2707'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 10 FEET EAST
 GA2707'OF A TELEPHONE POLE AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST
 GA2707'WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2707'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2707'CALF RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0543 ***********************************************************************
 FD0543  DESIGNATION -  CALLIE
 FD0543  PID         -  FD0543
 FD0543  STATE/COUNTY-  TN/WILLIAMSON
 FD0543  USGS QUAD   -  BETHESDA (1982)
 FD0543
 FD0543                         *CURRENT SURVEY CONTROL
 FD0543  ___________________________________________________________________
 FD0543* NAD 83(1995)-  35 49 39.65230(N)    086 50 02.75111(W)     ADJUSTED  
 FD0543* NAVD 88     -       284.473  (meters)     933.31   (feet)  ADJUSTED  
 FD0543  ___________________________________________________________________
 FD0543  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FD0543  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD0543  DYNAMIC HT  -         284.221 (meters)     932.48  (feet)  COMP
 FD0543  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FD0543
 FD0543  HORZ ORDER  -  SECOND
 FD0543  VERT ORDER  -  SECOND    CLASS 0
 FD0543
 FD0543.The horizontal coordinates were established by classical geodetic methods
 FD0543.and adjusted by the National Geodetic Survey in April 1999..
 FD0543
 FD0543.The orthometric height was determined by differential leveling
 FD0543.and adjusted by the National Geodetic Survey in June 1991..
 FD0543
 FD0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0543
 FD0543.The geoid height was determined by GEOID03.
 FD0543
 FD0543.The dynamic height is computed by dividing the NAVD 88
 FD0543.geopotential number by the normal gravity value computed on the
 FD0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0543.degrees latitude (g = 980.6199 gals.).
 FD0543
 FD0543.The modeled gravity was interpolated from observed gravity values.
 FD0543
 FD0543;                    North         East     Units Scale Factor Converg.
 FD0543;SPC TN       -   166,117.510   524,636.223   MT  0.99994841   -0 29 17.9
 FD0543;SPC TN       -   545,003.86  1,721,244.01   sFT  0.99994841   -0 29 17.9
 FD0543;UTM  16      - 3,964,848.753   514,984.863   MT  0.99960277   +0 05 49.6
 FD0543
 FD0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0543!SPC TN       -   0.99995982  x   0.99994841  =   0.99990823
 FD0543!UTM  16      -   0.99995982  x   0.99960277  =   0.99956260
 FD0543
 FD0543:                Primary Azimuth Mark                     Grid Az
 FD0543:SPC TN       -  HARPETH                                  003 32 12.7
 FD0543:UTM  16      -  HARPETH                                  002 57 05.2
 FD0543
 FD0543|---------------------------------------------------------------------|
 FD0543| PID    Reference Object                     Distance      Geod. Az  |
 FD0543|                                                           dddmmss.s |
 FD0543| FD0536 HARPETH                             APPROX. 7.3 KM 0030254.8 |
 FD0543| FD0544 CALLIE RM 1                           6.670 METERS 11418     |
 FD0543| FD0545 CALLIE RM 2                           6.072 METERS 17256     |
 FD0543|---------------------------------------------------------------------|
 FD0543
 FD0543                          SUPERSEDED SURVEY CONTROL
 FD0543
 FD0543  NAD 83(1995)-  35 49 39.65435(N)    086 50 02.75216(W) AD(       ) 2
 FD0543  NAD 83(1986)-  35 49 39.66286(N)    086 50 02.75326(W) AD(       ) 2
 FD0543  NAD 27      -  35 49 39.41990(N)    086 50 02.75100(W) AD(       ) 2
 FD0543  NGVD 29 (??/??/92)  284.452  (m)          933.24   (f) ADJ UNCH    2 0
 FD0543
 FD0543.Superseded values are not recommended for survey control.
 FD0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0543.See file dsdata.txt to determine how the superseded data were derived.
 FD0543
 FD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1498564849(NAD 83)
 FD0543_MARKER: DE = TRAVERSE STATION DISK
 FD0543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0543_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0543_STAMPING: CALLIE 1960
 FD0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0543
 FD0543  HISTORY     - Date     Condition        Report By
 FD0543  HISTORY     - 1960     MONUMENTED       CGS
 FD0543  HISTORY     - 1960     GOOD             CGS
 FD0543
 FD0543                          STATION DESCRIPTION
 FD0543
 FD0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0543'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH OF FRANKLIN, ON THE
 FD0543'WESTERN SLOPE OF THE
 FD0543'HILLSIDE AND AT THE CREST OF DIVIDE IN THE SADDLE BETWEEN
 FD0543'PROMINENT TIMBERED HILLS
 FD0543'TO THE EAST AND THE WEST.  THE PROPERTY IS
 FD0543'OWNED BY MR JERRY WATKINS.
 FD0543'
 FD0543'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO SOUTHEAST
 FD0543'ON U S HIGHWAY NO 431
 FD0543'FOR 4.9 MILES TO GOOSE CREEK ROAD ON THE LEFT,
 FD0543'CONTINUE SOUTH ON U S HIGHWAY NO
 FD0543'431 FOR 2.6 MILES TO A SIDE ROAD
 FD0543'LEFT, TURN LEFT, EAST, ON NARROW GRAVELED ROAD FOR
 FD0543'0.8 MILE TO FORKS,
 FD0543'TURN LEFT, NORTHEAST, FOR 0.05 MILE TO FORKS, TURN RIGHT, EAST, ON
 FD0543'TRACK ROAD FOR
 FD0543'0.35 MILE TO A HOUSE ON THE LEFT, CONTINUE NORTHEAST
 FD0543'ALONG CREEK BED FOR 0.2 MILE TO
 FD0543'AN OLD DESERTED HOUSE AND BARN AND
 FD0543'THE END OF TRUCK TRAVEL, PACK NORTHEAST FOR ABOUT
 FD0543'200 YARDS TO THE
 FD0543'STATION.
 FD0543'
 FD0543'STATION MARK IS 13 FEET SOUTHWEST OF A TRIANGLE BLAZED CEDAR TREE AND
 FD0543'3 FEET EAST OF A WITNESS
 FD0543'SIGN.  THE MARK IS A STANDARD TRIANGULATION STATION
 FD0543'DISK BRAZED TO THE TOP OF A 3-INCH
 FD0543'IRON PIPE, PROJECTS 8 INCHES AND
 FD0543'IS STAMPED CALLIE 1960.
 FD0543'
 FD0543'REFERENCE MARK NO 1 IS ABOUT 6 FEET HIGHER THAN THE STATION, SET
 FD0543'FLUSH AND IS STAMPED
 FD0543'CALLIE NO 1 1960.
 FD0543'
 FD0543'REFERENCE MARK NO 2 IS ABOUT 4 FEET HIGHER THAN THE STATION, SET
 FD0543'FLUSH AND IS STAMPED
 FD0543'CALLIE NO 2 1960.
 FD0543'
 FD0543'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 FD0543
 FD0543                          STATION RECOVERY (1960)
 FD0543
 FD0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0543'9 MI SE FROM FRANKLIN.
 FD0543'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON
 FD0543'THE L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY
 FD0543'96, THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.1 MILE WEST
 FD0543'ON A GRAVELED ROAD, 4.95 MILES SOUTH ON INTERSTATE HIGHWAY 65.
 FD0543'THE STATION IS LOCATED ON THE WESTERN SLOPE OF THE HILLSIDE
 FD0543'AND AT THE CREST OF DIVIDE IN THE SADDLE BETWEEN PROMINENT
 FD0543'TIMBERED HILLS TO THE EAST AND WEST.  THE PROPERTY IS OWNED
 FD0543'BY MR. JERRY WATKINS.  THE STATION MARK IS 13 FT. SOUTHWEST
 FD0543'OF A TRIANGLE BLAZED TREE AND 3 FT. EAST OF A WITNESS SIGN.
 FD0543'THE DISK IS BRAZED TO THE TOP OF A 3 INCH GALVANIZED PIPE
 FD0543'PROJECTING 8 INCHES.  NOTE-- THIS STATION IS 0.6 MILE NORTHEAST
 FD0543'ALONG INTERSTATE HIGHWAY 65 FROM B.M. B 223.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0544 ***********************************************************************
 FD0544  DESIGNATION -  CALLIE RM 1
 FD0544  PID         -  FD0544
 FD0544  STATE/COUNTY-  TN/WILLIAMSON
 FD0544  USGS QUAD   -  BETHESDA (1982)
 FD0544
 FD0544                         *CURRENT SURVEY CONTROL
 FD0544  ___________________________________________________________________
 FD0544* NAD 83(1986)-  35 49 39.     (N)    086 50 02.     (W)     SCALED    
 FD0544* NAVD 88     -       286.993  (meters)     941.58   (feet)  ADJUSTED  
 FD0544  ___________________________________________________________________
 FD0544  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD0544  DYNAMIC HT  -         286.740 (meters)     940.75  (feet)  COMP
 FD0544  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FD0544
 FD0544  VERT ORDER  -  SECOND    CLASS 0
 FD0544
 FD0544.The horizontal coordinates were scaled from a topographic map and have
 FD0544.an estimated accuracy of +/- 6 seconds.
 FD0544
 FD0544.The orthometric height was determined by differential leveling
 FD0544.and adjusted by the National Geodetic Survey in June 1991..
 FD0544
 FD0544.The geoid height was determined by GEOID03.
 FD0544
 FD0544.The dynamic height is computed by dividing the NAVD 88
 FD0544.geopotential number by the normal gravity value computed on the
 FD0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0544.degrees latitude (g = 980.6199 gals.).
 FD0544
 FD0544.The modeled gravity was interpolated from observed gravity values.
 FD0544
 FD0544;                    North         East    Units  Estimated Accuracy
 FD0544;SPC TN       -   166,100.      524,660.      MT  (+/- 180 meters Scaled)
 FD0544
 FD0544                          SUPERSEDED SURVEY CONTROL
 FD0544
 FD0544  NGVD 29 (??/??/92)  286.972  (m)          941.51   (f) ADJ UNCH    2 0
 FD0544
 FD0544.Superseded values are not recommended for survey control.
 FD0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0544.See file dsdata.txt to determine how the superseded data were derived.
 FD0544
 FD0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE150648(NAD 83)
 FD0544_MARKER: DR = REFERENCE MARK DISK
 FD0544_SETTING: 66 = SET IN ROCK OUTCROP
 FD0544_SP_SET: ROCK OUTCROP
 FD0544_STAMPING: CALLIE NO 1 1960
 FD0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0544+STABILITY: POSITION/ELEVATION WELL
 FD0544
 FD0544  HISTORY     - Date     Condition        Report By
 FD0544  HISTORY     - 1960     MONUMENTED       CGS
 FD0544
 FD0544                          STATION DESCRIPTION
 FD0544
 FD0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0544'9 MI SE FROM FRANKLIN.
 FD0544'THIS MARK IS LOCATED AT THE CALLIE 1960 STATION SITE, 21.8 FT.
 FD0544'EAST OF THE STATION MARK, AND ABOUT 6 FT. HIGHER THAN THE
 FD0544'STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF
 FD0544'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0545 ***********************************************************************
 FD0545  DESIGNATION -  CALLIE RM 2
 FD0545  PID         -  FD0545
 FD0545  STATE/COUNTY-  TN/WILLIAMSON
 FD0545  USGS QUAD   -  BETHESDA (1982)
 FD0545
 FD0545                         *CURRENT SURVEY CONTROL
 FD0545  ___________________________________________________________________
 FD0545* NAD 83(1986)-  35 49 39.     (N)    086 50 02.     (W)     SCALED    
 FD0545* NAVD 88     -       285.744  (meters)     937.48   (feet)  ADJUSTED  
 FD0545  ___________________________________________________________________
 FD0545  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD0545  DYNAMIC HT  -         285.492 (meters)     936.65  (feet)  COMP
 FD0545  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FD0545
 FD0545  VERT ORDER  -  SECOND    CLASS 0
 FD0545
 FD0545.The horizontal coordinates were scaled from a topographic map and have
 FD0545.an estimated accuracy of +/- 6 seconds.
 FD0545
 FD0545.The orthometric height was determined by differential leveling
 FD0545.and adjusted by the National Geodetic Survey in June 1991..
 FD0545
 FD0545.The geoid height was determined by GEOID03.
 FD0545
 FD0545.The dynamic height is computed by dividing the NAVD 88
 FD0545.geopotential number by the normal gravity value computed on the
 FD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0545.degrees latitude (g = 980.6199 gals.).
 FD0545
 FD0545.The modeled gravity was interpolated from observed gravity values.
 FD0545
 FD0545;                    North         East    Units  Estimated Accuracy
 FD0545;SPC TN       -   166,100.      524,660.      MT  (+/- 180 meters Scaled)
 FD0545
 FD0545                          SUPERSEDED SURVEY CONTROL
 FD0545
 FD0545  NGVD 29 (??/??/92)  285.723  (m)          937.41   (f) ADJ UNCH    2 0
 FD0545
 FD0545.Superseded values are not recommended for survey control.
 FD0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0545.See file dsdata.txt to determine how the superseded data were derived.
 FD0545
 FD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE150648(NAD 83)
 FD0545_MARKER: DR = REFERENCE MARK DISK
 FD0545_SETTING: 66 = SET IN ROCK OUTCROP
 FD0545_SP_SET: ROCK OUTCROP
 FD0545_STAMPING: CALLIE NO 2 1960
 FD0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0545+STABILITY: POSITION/ELEVATION WELL
 FD0545
 FD0545  HISTORY     - Date     Condition        Report By
 FD0545  HISTORY     - 1960     MONUMENTED       CGS
 FD0545
 FD0545                          STATION DESCRIPTION
 FD0545
 FD0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0545'9 MI SE FROM FRANKLIN.
 FD0545'THIS MARK IS LOCATED AT THE CALLIE 1960 STATION SITE, 20 FT.
 FD0545'SOUTH OF THE STATION MARK AND ABOUT 4 FT. HIGHER THAT THE
 FD0545'STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 FD0545'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0804 ***********************************************************************
 GB0804  DESIGNATION -  CAMAND
 GB0804  PID         -  GB0804
 GB0804  STATE/COUNTY-  TN/ANDERSON
 GB0804  USGS QUAD   -  LAKE CITY (1973)
 GB0804
 GB0804                         *CURRENT SURVEY CONTROL
 GB0804  ___________________________________________________________________
 GB0804* NAD 83(1995)-  36 14 21.63547(N)    084 10 23.30485(W)     ADJUSTED  
 GB0804* NAVD 88     -       274.461  (meters)     900.46   (feet)  ADJUSTED  
 GB0804  ___________________________________________________________________
 GB0804  LAPLACE CORR-          -7.91  (seconds)                    DEFLEC99
 GB0804  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0804  DYNAMIC HT  -         274.215 (meters)     899.65  (feet)  COMP
 GB0804  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 GB0804
 GB0804  HORZ ORDER  -  SECOND
 GB0804  VERT ORDER  -  SECOND    CLASS 0
 GB0804
 GB0804.The horizontal coordinates were established by classical geodetic methods
 GB0804.and adjusted by the National Geodetic Survey in April 1999..
 GB0804
 GB0804.The orthometric height was determined by differential leveling
 GB0804.and adjusted by the National Geodetic Survey in June 1991..
 GB0804
 GB0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0804
 GB0804.The geoid height was determined by GEOID03.
 GB0804
 GB0804.The dynamic height is computed by dividing the NAVD 88
 GB0804.geopotential number by the normal gravity value computed on the
 GB0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0804.degrees latitude (g = 980.6199 gals.).
 GB0804
 GB0804.The modeled gravity was interpolated from observed gravity values.
 GB0804
 GB0804;                    North         East     Units Scale Factor Converg.
 GB0804;SPC TN       -   213,004.835   764,203.342   MT  0.99997335   +1 04 10.3
 GB0804;SPC TN       -   698,833.36  2,507,223.80   sFT  0.99997335   +1 04 10.3
 GB0804;UTM  16      - 4,014,202.096   754,037.361   MT  1.00039522   +1 40 19.3
 GB0804
 GB0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0804!SPC TN       -   0.99996164  x   0.99997335  =   0.99993499
 GB0804!UTM  16      -   0.99996164  x   1.00039522  =   1.00035685
 GB0804
 GB0804:                Primary Azimuth Mark                     Grid Az
 GB0804:SPC TN       -  CAMAND AZ MK                             119 29 06.7
 GB0804:UTM  16      -  CAMAND AZ MK                             118 52 57.7
 GB0804
 GB0804|---------------------------------------------------------------------|
 GB0804| PID    Reference Object                     Distance      Geod. Az  |
 GB0804|                                                           dddmmss.s |
 GB0804| DB8920 CAMAND AZ MK                                       1203317.0 |
 GB0804| GB0803 CAMAND RM 2                           4.767 METERS 16059     |
 GB0804| DB8921 CAMAND RM 1                           9.395 METERS 33756     |
 GB0804| DB8922 CAMAND RM 3                           3.491 METERS 35700     |
 GB0804|---------------------------------------------------------------------|
 GB0804
 GB0804                          SUPERSEDED SURVEY CONTROL
 GB0804
 GB0804  NAD 83(1995)-  36 14 21.63858(N)    084 10 23.30900(W) AD(       ) 2
 GB0804  NAD 83(1995)-  36 14 21.63980(N)    084 10 23.30938(W) AD(       ) 2
 GB0804  NAD 83(1986)-  36 14 21.64661(N)    084 10 23.30491(W) AD(       ) 2
 GB0804  NAD 27      -  36 14 21.37185(N)    084 10 23.58543(W) AD(       ) 2
 GB0804  NGVD 29 (??/??/92)  274.573  (m)          900.83   (f) ADJ UNCH    2 0
 GB0804
 GB0804.Superseded values are not recommended for survey control.
 GB0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0804.See file dsdata.txt to determine how the superseded data were derived.
 GB0804
 GB0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5403714202(NAD 83)
 GB0804_MARKER: DD = SURVEY DISK
 GB0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0804_STAMPING: CAMAND 1964
 GB0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0804+STABILITY: SURFACE MOTION
 GB0804
 GB0804  HISTORY     - Date     Condition        Report By
 GB0804  HISTORY     - 1964     MONUMENTED       TNHD
 GB0804  HISTORY     - 1965     GOOD             TNHD
 GB0804  HISTORY     - 1979     GOOD             NGS
 GB0804
 GB0804                          STATION DESCRIPTION
 GB0804
 GB0804'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0804'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF LAKE CITY.
 GB0804'
 GB0804'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 GB0804'U. S.  HIGHWAY 25W, GO
 GB0804'0.8 MILE NORTHWEST ON INTERSTATE HIGHWAY 75 TO THE
 GB0804'STATION ON THE LEFT.
 GB0804'
 GB0804'THE STATION IS 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB0804'BRIDGE, 16 FEET SOUTHWEST OF
 GB0804'AN 18-INCH MAPLE TREE AND 2.9 FEET NORTHEAST OF A
 GB0804'WITNESS POST.  THE SURFACE AND
 GB0804'UNDERGROUND MARKS ARE STANDARD
 GB0804'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB0804'ARE STAMPED CAMAND
 GB0804'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB0804'THE SURFACE DISK
 GB0804'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0804'MONUMENT.
 GB0804'
 GB0804'REFERENCE MARK NO. 1 IS 33 FEET NORTHWEST OF A 18-INCH MAPLE TREE.
 GB0804'IT IS A STANDARD
 GB0804'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0804'FLUSH, CONCRETE MONUMENT
 GB0804'AND THE DISK IS STAMPED CAMAND RM-1 1964.
 GB0804'
 GB0804'REFERENCE MARK NO. 2 IS 26 FEET WEST OF THE EDGE OF THE CUT BANK OF A
 GB0804'CREEK, 24 FEET SOUTH OF AN
 GB0804'18-INCH MAPLE TREE AND 22 FEET NORTHWEST OF AN
 GB0804'18-INCH ELM TREE .  IT IS A
 GB0804'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0804'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0804'MONUMENT AND THE DISK
 GB0804'IS STAMPED CAMAND RM-2 1964.
 GB0804'
 GB0804'THE TRAVERSE GROUND STATION PRUETT 1961 AND/OR VASP WILL WILL SERVE
 GB0804'AS THE AZIMUTH MARK
 GB0804'
 GB0804'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0804'
 GB0804'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB0804
 GB0804                          STATION RECOVERY (1965)
 GB0804
 GB0804'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0804'2 MI NW FROM LAKE CITY.
 GB0804'FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND U.S. HIGHWAY 25W,
 GB0804'GO 0.8 MILES NORTHWEST ON INTERSTATE HIGHWAY 75 TO THE STATION
 GB0804'ON THE LEFT, 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GB0804'BRIDGE, 16 FEET SOUTHWEST OF AN 18-INCH MAPLE TREE AND 2.9
 GB0804'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GB0804'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB0804'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED CAMAND 1964.
 GB0804
 GB0804                          STATION RECOVERY (1979)
 GB0804
 GB0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GB0804'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GB0804'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED
 GB0804'DESTROYED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION
 GB0804'WAS FOUND TO BE IN ERROR BY 3 MINUTES AND 32 SECONDS.  REFERENCE
 GB0804'MARK 3 AND AN AZIMUTH MARK WERE SET AT THIS TIME.  A NEW DESCRIPTION
 GB0804'FOLLOWS--
 GB0804'
 GB0804'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF LAKE CITY, ON THE
 GB0804'WEST SIDE OF I 75, 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GB0804'CONCRETE BRIDGE, 16 FEET SOUTHWEST OF A 30 INCH MAPLE TREE, 1 FOOT
 GB0804'EAST OF A METAL WITNESS POST AND 8 FEET SOUTHEAST OF A FENCE.  IT IS
 GB0804'A STANDARD THD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 GB0804'FLUSH WITH THE GROUND AND STAMPED---CAMAND 1964---.
 GB0804'
 GB0804'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 GB0804'U.S. HIGHWAY 25 W AT THE NORTH EDGE OF LAKE CITY, GO NORTHWEST ON
 GB0804'I 75 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GB0804'NORTHWEST ON I 75 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 GB0804'
 GB0804'REFERENCE MARK 2 IS A STANDARD THD DISK SET IN A SQUARE CONCRETE
 GB0804'POST FLUSH WITH THE GROUND, 33 FEET NORTHWEST OF THE MAPLE TREE, AND
 GB0804'24 FEET SOUTHWEST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GB0804'IS STAMPED---CAMAND RM-2 1964---
 GB0804'
 GB0804'REFERENCE MARK 3 IS 1 FOOT NORTHWEST OF THE FENCE AND 14 FEET WEST
 GB0804'OF THE MAPLE TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GB0804'STAMPED---CAMAND THD 1964 NO 3 1979---
 GB0804'
 GB0804'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 2
 GB0804'FEET EAST OF EAST EDGE OF PAVEMENT FOR PULL OFF LANE AND 12 FEET
 GB0804'SOUTHEAST OF EAST EDGE OF NORTH BOUND LANE OF I 75.  THE MONUMENT
 GB0804'IS FLUSH AND THE DISK IS STAMPED---CAMAND THD 1964 1979---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0803 ***********************************************************************
 GB0803  DESIGNATION -  CAMAND RM 2
 GB0803  PID         -  GB0803
 GB0803  STATE/COUNTY-  TN/ANDERSON
 GB0803  USGS QUAD   -  LAKE CITY (1973)
 GB0803
 GB0803                         *CURRENT SURVEY CONTROL
 GB0803  ___________________________________________________________________
 GB0803* NAD 83(1986)-  36 14 22.     (N)    084 10 24.     (W)     SCALED    
 GB0803* NAVD 88     -       274.462  (meters)     900.46   (feet)  ADJUSTED  
 GB0803  ___________________________________________________________________
 GB0803  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 GB0803  DYNAMIC HT  -         274.216 (meters)     899.66  (feet)  COMP
 GB0803  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 GB0803
 GB0803  VERT ORDER  -  SECOND    CLASS 0
 GB0803
 GB0803.The horizontal coordinates were scaled from a topographic map and have
 GB0803.an estimated accuracy of +/- 6 seconds.
 GB0803
 GB0803.The orthometric height was determined by differential leveling
 GB0803.and adjusted by the National Geodetic Survey in June 1991..
 GB0803
 GB0803.The geoid height was determined by GEOID03.
 GB0803
 GB0803.The dynamic height is computed by dividing the NAVD 88
 GB0803.geopotential number by the normal gravity value computed on the
 GB0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0803.degrees latitude (g = 980.6199 gals.).
 GB0803
 GB0803.The modeled gravity was interpolated from observed gravity values.
 GB0803
 GB0803;                    North         East    Units  Estimated Accuracy
 GB0803;SPC TN       -   213,020.      764,190.      MT  (+/- 180 meters Scaled)
 GB0803
 GB0803                          SUPERSEDED SURVEY CONTROL
 GB0803
 GB0803  NGVD 29 (??/??/??)  274.62   (m)          901.0    (f) RESET       3  
 GB0803
 GB0803.Superseded values are not recommended for survey control.
 GB0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0803.See file dsdata.txt to determine how the superseded data were derived.
 GB0803
 GB0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF540142(NAD 83)
 GB0803_MARKER: DR = REFERENCE MARK DISK
 GB0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0803_STAMPING: CAMAND RM 2 1964
 GB0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0803+STABILITY: SURFACE MOTION
 GB0803
 GB0803  HISTORY     - Date     Condition        Report By
 GB0803  HISTORY     - 1964     MONUMENTED       TNHD
 GB0803  HISTORY     - 1965     GOOD             TNHD
 GB0803
 GB0803                          STATION DESCRIPTION
 GB0803
 GB0803'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0803'2 MI NW FROM LAKE CITY.
 GB0803'THE MARK IS LOCATED AT THE CAMAND 1964 STATION SITE, 26 FEET
 GB0803'WEST OF THE EDGE OF A CREEK BANK, 24 FEET SOUTH OF AN 18-INCH
 GB0803'MAPLE TREE AND 22 FEET NORTHWEST OF AN 18-INCH ELM TREE.  THE
 GB0803'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0803'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED CAMAND
 GB0803'RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1475 ***********************************************************************
 GD1475  DESIGNATION -  CAMDEN MUNICIPAL TANK
 GD1475  PID         -  GD1475
 GD1475  STATE/COUNTY-  TN/BENTON
 GD1475  USGS QUAD   -  CAMDEN (1984)
 GD1475
 GD1475                         *CURRENT SURVEY CONTROL
 GD1475  ___________________________________________________________________
 GD1475* NAD 83(1995)-  36 03 48.19279(N)    088 05 46.70753(W)     ADJUSTED  
 GD1475* NAVD 88     -                                                        
 GD1475  ___________________________________________________________________
 GD1475  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 GD1475  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1475
 GD1475  HORZ ORDER  -  THIRD
 GD1475
 GD1475.The horizontal coordinates were established by classical geodetic methods
 GD1475.and adjusted by the National Geodetic Survey in April 1999..
 GD1475
 GD1475
 GD1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1475
 GD1475.The geoid height was determined by GEOID03.
 GD1475
 GD1475;                    North         East     Units Scale Factor Converg.
 GD1475;SPC TN       -   193,971.002   411,163.222   MT  0.99995638   -1 13 38.1
 GD1475;SPC TN       -   636,386.53  1,348,958.00   sFT  0.99995638   -1 13 38.1
 GD1475;UTM  16      - 3,991,535.107   401,269.664   MT  0.99972011   -0 38 43.5
 GD1475
 GD1475                          SUPERSEDED SURVEY CONTROL
 GD1475
 GD1475  NAD 83(1995)-  36 03 48.19514(N)    088 05 46.71284(W) AD(       ) 4
 GD1475  NAD 83(1995)-  36 03 48.19481(N)    088 05 46.71397(W) AD(       ) 4
 GD1475  NAD 83(1986)-  36 03 48.20247(N)    088 05 46.70821(W) AD(       ) 4
 GD1475  NAD 27      -  36 03 47.99000(N)    088 05 46.57400(W) AD(       ) 3
 GD1475
 GD1475.Superseded values are not recommended for survey control.
 GD1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1475.See file dsdata.txt to determine how the superseded data were derived.
 GD1475
 GD1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0127091535(NAD 83)
 GD1475_MARKER: 53 = ELEVATED TANK
 GD1475
 GD1475  HISTORY     - Date     Condition        Report By
 GD1475  HISTORY     - 1952     FIRST OBSERVED   CGS
 GD1475  HISTORY     - 1968     GOOD             CGS
 GD1475  HISTORY     - 1971     GOOD             LOCENG
 GD1475  HISTORY     - 1986     GOOD             USPSQD
 GD1475
 GD1475                          STATION DESCRIPTION
 GD1475
 GD1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1475'THE STATION IS A BALL AT THE TOP OF THE MUNICIPAL WATER TANK LOCATED
 GD1475'IN THE NORTH SECTION OF CAMDEN ABOUT 150 FEET EAST OF STATE HIGHWAY
 GD1475'69.  IT IS A FOUR-LEGGED STRUCTURE ABOUT 125 FEET HIGH, BUILT OF
 GD1475'STEEL AND IS PAINTED SILVER.
 GD1475
 GD1475                          STATION RECOVERY (1968)
 GD1475
 GD1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1475'THIS STATION WAS RECOVERED AND IS THE SAME TANK INTERSECTED IN 1952.
 GD1475'
 GD1475'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1475'
 GD1475'THE STATION IS ABOUT 0.3 OF A MILE NORTH OF THE BENTON COUNTY
 GD1475'COURTHOUSE IN CAMDEN, IS A SMALL PLOT OF LAND SURROUNDED BY A CHAIN
 GD1475'LINK FENCE ABOUT 150 FEET EAST OF STATE ROUTE 69 (FORREST AVENUE).
 GD1475'IT IS 290 FEET NORTH OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GD1475'OF HALL AVENUE AND LOCKHART STREET, AND 37 FEET WEST OF THE
 GD1475'APPROXIMATE CENTER OF HALL AVENUE.
 GD1475'
 GD1475'IT IS A FOUR-LEGGED STEEL TRUSS STRUCTURE SUPPORTING THE TANK
 GD1475'PROPER, HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX, IS
 GD1475'PAINTED SILVER WITH THE LEGEND CAMDEN IN BLACK LETTERS ON THE SOUTH
 GD1475'SIDE, AND HAS AN OVER-ALL HEIGHT OF 125 FEET.
 GD1475'
 GD1475'THE BALL FINIAL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 GD1475'
 GD1475'NOTE--THERE IS A NEW WATER TANK ABOUT 0.75 OF A MILE SOUTH-SOUTHWEST
 GD1475'FROM THE STATION TANK, WHICH IS A LARGE ELIPSODAL TANK SUPPORTED BY
 GD1475'SIX TUBULAR STEEL LEGS.
 GD1475
 GD1475                          STATION RECOVERY (1971)
 GD1475
 GD1475'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1475'CAMDEN TANK RECOVERED IN GOOD CONDITION.
 GD1475'
 GD1475'TANK IN GOOD CONDITION.
 GD1475'
 GD1475'DISTANCE AND DIRECTION FROM NEAREST TOWN IN TOWN OF CAMDEN.
 GD1475
 GD1475                          STATION RECOVERY (1986)
 GD1475
 GD1475'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2440 ***********************************************************************
 FB2440  DESIGNATION -  CAMMERER
 FB2440  PID         -  FB2440
 FB2440  STATE/COUNTY-  TN/COCKE
 FB2440  USGS QUAD   -  HARTFORD (1968)
 FB2440
 FB2440                         *CURRENT SURVEY CONTROL
 FB2440  ___________________________________________________________________
 FB2440* NAD 83(1995)-  35 45 47.79311(N)    083 09 42.45783(W)     ADJUSTED  
 FB2440* NAVD 88     -      1498.5    (meters)    4916.     (feet)  VERTCON   
 FB2440  ___________________________________________________________________
 FB2440  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FB2440  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FB2440
 FB2440  HORZ ORDER  -  SECOND
 FB2440
 FB2440.The horizontal coordinates were established by classical geodetic methods
 FB2440.and adjusted by the National Geodetic Survey in April 1999..
 FB2440
 FB2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2440
 FB2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2440
 FB2440.The geoid height was determined by GEOID03.
 FB2440
 FB2440;                    North         East     Units Scale Factor Converg.
 FB2440;SPC TN       -   162,371.867   856,616.715   MT  0.99994916   +1 39 41.8
 FB2440;SPC TN       -   532,715.03  2,810,416.67   sFT  0.99994916   +1 39 41.8
 FB2440;UTM  17      - 3,959,848.155   304,567.215   MT  1.00007067   -1 15 49.8
 FB2440
 FB2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2440!SPC TN       -   0.99976950  x   0.99994916  =   0.99971867
 FB2440!UTM  17      -   0.99976950  x   1.00007067  =   0.99984015
 FB2440
 FB2440:                Primary Azimuth Mark                     Grid Az
 FB2440:SPC TN       -  HART RESET                               014 18 12.2
 FB2440:UTM  17      -  HART RESET                               017 13 43.8
 FB2440
 FB2440|---------------------------------------------------------------------|
 FB2440| PID    Reference Object                     Distance      Geod. Az  |
 FB2440|                                                           dddmmss.s |
 FB2440| FB1411 HART RESET                          APPROX. 5.7 KM 0155754.0 |
 FB2440| FB2445 SHARP TOP                            46.728 METERS 05159     |
 FB2440| FB2444 MT CAMMERER LOOKOUT TOWER            51.409 METERS 05621     |
 FB2440| CZ4716 CAMMERER RM 1                         4.051 METERS 25313     |
 FB2440|---------------------------------------------------------------------|
 FB2440
 FB2440                          SUPERSEDED SURVEY CONTROL
 FB2440
 FB2440  NAD 83(1995)-  35 45 47.79807(N)    083 09 42.46294(W) AD(       ) 2
 FB2440  NAD 83(1986)-  35 45 47.80356(N)    083 09 42.45850(W) AD(       ) 2
 FB2440  NAD 27      -  35 45 47.45010(N)    083 09 42.91580(W) AD(       ) 2
 FB2440  NGVD 29 (07/19/86) 1498.6    (m)         4917.     (f) VERT ANG       
 FB2440
 FB2440.Superseded values are not recommended for survey control.
 FB2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2440.See file dsdata.txt to determine how the superseded data were derived.
 FB2440
 FB2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0456759848(NAD 83)
 FB2440_MARKER: DS = TRIANGULATION STATION DISK
 FB2440_SETTING: 80 = SET IN A BOULDER
 FB2440_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FB2440
 FB2440  HISTORY     - Date     Condition        Report By
 FB2440  HISTORY     - 1961     MONUMENTED       CGS
 FB2440
 FB2440                          STATION DESCRIPTION
 FB2440
 FB2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2440'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF COSBY, 4 MILES
 FB2440'SOUTH OF HARTFORD AND ON MT. CAMMERER.
 FB2440'
 FB2440'TO REACH THE STATION FROM THE POST OFFICE IN COSBY, GO SOUTHERLY ON
 FB2440'STATE HIGHWAY 32 FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAYS
 FB2440'73 AND 32, CONTINUE SOUTHERLY ON STATE HIGHWAY 32 FOR 1.2 MILES TO A
 FB2440'SHELL SERVICE STATION ON THE LEFT AND A SIDE ROAD ON THE RIGHT AT
 FB2440'SIGN, COSBY ENTRANCE, TURN RIGHT AND GO 0.35 MILE TO A WHITE HOUSE
 FB2440'AND SIGN, COSBY RANGER STATION ON THE LEFT, CONTINUE ON THE
 FB2440'HARD SURFACE ROAD FOR 1.85 MILES TO A SIDE ROAD ON THE RIGHT AT SIGN,
 FB2440'CAMPGROUND ENTRANCE, AN OUTDOOR THEATER ON THE LEFT, CONTINUE
 FB2440'STRAIGHT AHEAD AND GO 0.2 MILE TO A SIDE ROAD ON THE LEFT AND
 FB2440'SIGN, LOW GAP TRAIL, AT THIS POINT A JEEP IS NECESSARY. TURN LEFT AND
 FB2440'GO 0.45 MILE TO A FORK AND ANOTHER SIGN, LOW GAP TRAIL, KEEP LEFT
 FB2440'AND GO 2.25 MILES TO A SADDLE IN MOUNTAINS AND SIGN POST, TURN LEFT
 FB2440'AND FOLLOW JEEP TRACK ROAD FOR 2.25 MILES TO A FORK AT SIGN,
 FB2440'MT. CAMMERER FIRE LOOKOUT 1 MILE, KEEP LEFT AS PER SIGN AND GO 0.5
 FB2440'MILE TO THE END OF JEEP TRAVEL. THE LOOKOUT TOWER CAN BE SEEN FROM
 FB2440'THIS POINT. PACK ALONG A TRAIL TO THE LOOKOUT TOWER AND THE
 FB2440'STATION AS DESCRIBED. (JEEP AND 10 MINUTE PACK).
 FB2440'
 FB2440'THE STATION MARK IS A STANDARD DISK, STAMPED CAMMERER 1961, CEMENTED
 FB2440'IN A DRILLED HOLE IN A BOULDER AND SET FLUSH. IT IS 160 FEET WEST
 FB2440'OF THE WEST SIDE OF THE MT. CAMMERER FIRE LOOKOUT, 17 FEET NORTH OF
 FB2440'THE TRAIL LEADING TO THE LOOKOUT AND 13 FEET SOUTH OF THE NORTH
 FB2440'EDGE OF THE CLIFF.
 FB2440'
 FB2440'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CAMMERER NO 1 1961,
 FB2440'CEMENTED IN A DRILLED HOLE IN A BOULDER AND SET FLUSH. IT IS 4
 FB2440'FEET SOUTH OF THE NORTH EDGE OF THE CLIFF AND ABOUT 3 FEET HIGHER
 FB2440'THAN THE STATION MARK.
 FB2440'
 FB2440'REFERENCE MARK NO. 2 IS A U. S. GEOLOGICAL SURVEY DISK, NO STAMPING,
 FB2440'CEMENTED IN A DRILLED HOLE IN A BOULDER AND SET FLUSH. THE
 FB2440'BOULDER PROJECTS ABOUT 3 FEET ON THE NORTH SIDE. IT IS 10.2 FEET WEST
 FB2440'OF THE UP STAIRS DOOR TO LOOKOUT AND 6 FEET WEST OF LOOKOUT
 FB2440'WALKWAY.
 FB2440'
 FB2440'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION. TRAVERSE
 FB2440'STATION HART WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION
 FB2440'THEREOF.
 FB2440'
 FB2440'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2463 ***********************************************************************
 GA2463  DESIGNATION -  CAMP
 GA2463  PID         -  GA2463
 GA2463  STATE/COUNTY-  TN/KNOX
 GA2463  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2463
 GA2463                         *CURRENT SURVEY CONTROL
 GA2463  ___________________________________________________________________
 GA2463* NAD 83(1995)-  36 01 30.84039(N)    083 52 56.53641(W)     ADJUSTED  
 GA2463* NAVD 88     -       304.243  (meters)     998.17   (feet)  ADJUSTED  
 GA2463  ___________________________________________________________________
 GA2463  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GA2463  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2463  DYNAMIC HT  -         303.962 (meters)     997.25  (feet)  COMP
 GA2463  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA2463
 GA2463  HORZ ORDER  -  SECOND
 GA2463  VERT ORDER  -  SECOND    CLASS 0
 GA2463
 GA2463.The horizontal coordinates were established by classical geodetic methods
 GA2463.and adjusted by the National Geodetic Survey in April 1999..
 GA2463
 GA2463.The orthometric height was determined by differential leveling
 GA2463.and adjusted by the National Geodetic Survey in June 1991..
 GA2463
 GA2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2463
 GA2463.The geoid height was determined by GEOID03.
 GA2463
 GA2463.The dynamic height is computed by dividing the NAVD 88
 GA2463.geopotential number by the normal gravity value computed on the
 GA2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2463.degrees latitude (g = 980.6199 gals.).
 GA2463
 GA2463.The modeled gravity was interpolated from observed gravity values.
 GA2463
 GA2463;                    North         East     Units Scale Factor Converg.
 GA2463;SPC TN       -   189,780.032   790,848.693   MT  0.99995395   +1 14 23.1
 GA2463;SPC TN       -   622,636.65  2,594,642.75   sFT  0.99995395   +1 14 23.1
 GA2463;UTM  17      - 3,990,591.530   240,267.470   MT  1.00043132   -1 41 46.3
 GA2463
 GA2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2463!SPC TN       -   0.99995708  x   0.99995395  =   0.99991103
 GA2463!UTM  17      -   0.99995708  x   1.00043132  =   1.00038838
 GA2463
 GA2463|---------------------------------------------------------------------|
 GA2463| PID    Reference Object                     Distance      Geod. Az  |
 GA2463|                                                           dddmmss.s |
 GA2463| GA2465 CAMP RM 1                            10.345 METERS 15451     |
 GA2463| GA2464 CAMP RM 2                            13.235 METERS 24111     |
 GA2463| GA3550 KNOXVILLE TV STATION WBIR MAST      APPROX. 5.6 KM 2471044.6 |
 GA2463|---------------------------------------------------------------------|
 GA2463
 GA2463                          SUPERSEDED SURVEY CONTROL
 GA2463
 GA2463  NAD 83(1995)-  36 01 30.84624(N)    083 52 56.53595(W) AD(       ) 2
 GA2463  NAD 83(1995)-  36 01 30.84621(N)    083 52 56.53594(W) AD(       ) 2
 GA2463  NAD 83(1995)-  36 01 30.84990(N)    083 52 56.53407(W) AD(       ) 2
 GA2463  NAD 83(1986)-  36 01 30.85525(N)    083 52 56.53219(W) AD(       ) 2
 GA2463  NAD 27      -  36 01 30.55450(N)    083 52 56.87340(W) AD(       ) 2
 GA2463  NGVD 29 (??/??/92)  304.377  (m)          998.61   (f) ADJ UNCH    2 0
 GA2463
 GA2463.Superseded values are not recommended for survey control.
 GA2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2463.See file dsdata.txt to determine how the superseded data were derived.
 GA2463
 GA2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4026790592(NAD 83)
 GA2463_MARKER: DE = TRAVERSE STATION DISK
 GA2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2463_STAMPING: CAMP 1960
 GA2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2463+STABILITY: SURFACE MOTION
 GA2463
 GA2463  HISTORY     - Date     Condition        Report By
 GA2463  HISTORY     - 1960     MONUMENTED       CGS
 GA2463  HISTORY     - 1961     GOOD             NGS
 GA2463  HISTORY     - 1982     GOOD             LOCENG
 GA2463
 GA2463                          STATION DESCRIPTION
 GA2463
 GA2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2463'THE STATION IS LOCATED AT THE JUNCTION OF WASHINGTON PIKE AND GREEN
 GA2463'MEADOW LANE ABOUT 5 MILES
 GA2463'NORTHEAST OF DOWNTOWN KNOXVILLE.
 GA2463'
 GA2463'STATION MARK IS 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 GA2463'44 FEET EAST OF A POWER
 GA2463'LINE POLE NUMBER S20 40A, 26 FEET EAST OF THE CENTER
 GA2463'OF WASHINGTON PIKE AND 18 FEET
 GA2463'NORTH OF THE CENTER OF GREEN MEADOW
 GA2463'LANE.  THE MARK IS A STANDARD TRAVERSE DISK SET
 GA2463'IN A CONCRETE POST,
 GA2463'SET FLUSH, AND IS STAMPED CAMP 1960.
 GA2463'
 GA2463'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE CENTER OF WASHINGTON PIKE
 GA2463'AND 16 FEET SOUTH OF THE
 GA2463'CENTER OF GREEN MEADOW LANE.  THE MARK IS A
 GA2463'STANDARD DISK SET IN A CONCRETE
 GA2463'POST, SET FLUSH, AND IS STAMPED CAMP
 GA2463'NO 1 1960.
 GA2463'
 GA2463'REFERENCE MARK NO. 2 IS 18 FEET WEST OF THE CENTER OF WASHINGTON PIKE
 GA2463'AND 1 FOOT SOUTH OF A
 GA2463'POWER LINE POLE NUMBER S20 40A.  THE MARK IS A
 GA2463'STANDARD DISK SET IN A CONCRETE
 GA2463'POST, SET FLUSH, AND IS STAMPED CAMP
 GA2463'NO 2 1960.
 GA2463'
 GA2463'KNOXVILLE, WBIR TV TOWER WILL SERVE AS THE AZIMUTH MARK.
 GA2463'
 GA2463'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GA2463
 GA2463                          STATION RECOVERY (1961)
 GA2463
 GA2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2463'IN NORTHEAST KNOXVILLE.
 GA2463'THIS STATION IS LOCATED AT THE INTERSECTION OF WASHINGTON PIKE
 GA2463'AND GREEN MEADOW LANE IN NORTHEAST KNOXVILLE.  THE STATION MARK
 GA2463'IS 80 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 44 FT.
 GA2463'EAST OF A POWER LINE POLE S20 40A, 26 FT. EAST OF THE CENTER OF
 GA2463'WASHINGTON PIKE AND 18 FT. NORTH OF THE CENTER OF GREEN MEADOW
 GA2463'LANE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA2463'GROUND AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS STATION IS
 GA2463'0.7 MILE SOUTH ALONG WASHINGTON PIKE FROM B.M. A 235.
 GA2463
 GA2463                          STATION RECOVERY (1982)
 GA2463
 GA2463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2463'CAMP 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 GA2463'(CITY BLK 33920).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2465 ***********************************************************************
 GA2465  DESIGNATION -  CAMP RM 1
 GA2465  PID         -  GA2465
 GA2465  STATE/COUNTY-  TN/KNOX
 GA2465  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2465
 GA2465                         *CURRENT SURVEY CONTROL
 GA2465  ___________________________________________________________________
 GA2465* NAD 83(1986)-  36 01 30.     (N)    083 52 56.     (W)     SCALED    
 GA2465* NAVD 88     -       303.940  (meters)     997.18   (feet)  ADJUSTED  
 GA2465  ___________________________________________________________________
 GA2465  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2465  DYNAMIC HT  -         303.659 (meters)     996.25  (feet)  COMP
 GA2465  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA2465
 GA2465  VERT ORDER  -  SECOND    CLASS 0
 GA2465
 GA2465.The horizontal coordinates were scaled from a topographic map and have
 GA2465.an estimated accuracy of +/- 6 seconds.
 GA2465
 GA2465.The orthometric height was determined by differential leveling
 GA2465.and adjusted by the National Geodetic Survey in June 1991..
 GA2465
 GA2465.The geoid height was determined by GEOID03.
 GA2465
 GA2465.The dynamic height is computed by dividing the NAVD 88
 GA2465.geopotential number by the normal gravity value computed on the
 GA2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2465.degrees latitude (g = 980.6199 gals.).
 GA2465
 GA2465.The modeled gravity was interpolated from observed gravity values.
 GA2465
 GA2465;                    North         East    Units  Estimated Accuracy
 GA2465;SPC TN       -   189,750.      790,860.      MT  (+/- 180 meters Scaled)
 GA2465
 GA2465                          SUPERSEDED SURVEY CONTROL
 GA2465
 GA2465  NGVD 29 (??/??/92)  304.074  (m)          997.62   (f) ADJ UNCH    2 0
 GA2465
 GA2465.Superseded values are not recommended for survey control.
 GA2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2465.See file dsdata.txt to determine how the superseded data were derived.
 GA2465
 GA2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV402905(NAD 83)
 GA2465_MARKER: DR = REFERENCE MARK DISK
 GA2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2465_STAMPING: CAMP NO 1 1960
 GA2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2465+STABILITY: SURFACE MOTION
 GA2465
 GA2465  HISTORY     - Date     Condition        Report By
 GA2465  HISTORY     - 1960     MONUMENTED       CGS
 GA2465  HISTORY     - 1961     GOOD             NGS
 GA2465  HISTORY     - 1982     GOOD             LOCENG
 GA2465
 GA2465                          STATION DESCRIPTION
 GA2465
 GA2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2465'IN NORTHEAST KNOXVILLE.
 GA2465'THIS MARK IS LOCATED AT THE INTERSECTION OF WASHINGTON PIKE AND
 GA2465'GREEN MEADOW LANE IN NORTHEAST KNOXVILLE.  34 FT. SOUTH OF THE
 GA2465'STATION MARK, 26 FT. EAST OF THE CENTER OF WASHINGTON PIKE, AND
 GA2465'16 FT. SOUTH OF THE CENTER OF GREEN MEADOW LANE.  THE DISK IS SET
 GA2465'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 GA2465'WITH THE ROAD.
 GA2465
 GA2465                          STATION RECOVERY (1982)
 GA2465
 GA2465'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2464 ***********************************************************************
 GA2464  DESIGNATION -  CAMP RM 2
 GA2464  PID         -  GA2464
 GA2464  STATE/COUNTY-  TN/KNOX
 GA2464  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2464
 GA2464                         *CURRENT SURVEY CONTROL
 GA2464  ___________________________________________________________________
 GA2464* NAD 83(1986)-  36 01 30.     (N)    083 52 56.     (W)     SCALED    
 GA2464* NAVD 88     -       303.701  (meters)     996.39   (feet)  ADJUSTED  
 GA2464  ___________________________________________________________________
 GA2464  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2464  DYNAMIC HT  -         303.420 (meters)     995.47  (feet)  COMP
 GA2464  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA2464
 GA2464  VERT ORDER  -  SECOND    CLASS 0
 GA2464
 GA2464.The horizontal coordinates were scaled from a topographic map and have
 GA2464.an estimated accuracy of +/- 6 seconds.
 GA2464
 GA2464.The orthometric height was determined by differential leveling
 GA2464.and adjusted by the National Geodetic Survey in June 1991..
 GA2464
 GA2464.The geoid height was determined by GEOID03.
 GA2464
 GA2464.The dynamic height is computed by dividing the NAVD 88
 GA2464.geopotential number by the normal gravity value computed on the
 GA2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2464.degrees latitude (g = 980.6199 gals.).
 GA2464
 GA2464.The modeled gravity was interpolated from observed gravity values.
 GA2464
 GA2464;                    North         East    Units  Estimated Accuracy
 GA2464;SPC TN       -   189,750.      790,860.      MT  (+/- 180 meters Scaled)
 GA2464
 GA2464                          SUPERSEDED SURVEY CONTROL
 GA2464
 GA2464  NGVD 29 (??/??/92)  303.835  (m)          996.83   (f) ADJ UNCH    2 0
 GA2464
 GA2464.Superseded values are not recommended for survey control.
 GA2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2464.See file dsdata.txt to determine how the superseded data were derived.
 GA2464
 GA2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV402905(NAD 83)
 GA2464_MARKER: DR = REFERENCE MARK DISK
 GA2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2464_STAMPING: CAMP NO 2 1960
 GA2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2464+STABILITY: SURFACE MOTION
 GA2464
 GA2464  HISTORY     - Date     Condition        Report By
 GA2464  HISTORY     - 1960     MONUMENTED       CGS
 GA2464  HISTORY     - 1961     GOOD             NGS
 GA2464  HISTORY     - 1982     GOOD             LOCENG
 GA2464
 GA2464                          STATION DESCRIPTION
 GA2464
 GA2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2464'IN NORTHEAST KNOXVILLE.
 GA2464'THIS MARK IS LOCATED AT THE INTERSECTION OF WASHINGTON PIKE AND
 GA2464'GREEN MEADOW LANE IN NORTHEAST KNOXVILLE, 43 FT. SOUTHWEST OF THE
 GA2464'STATION MARK, 18 FT. WEST OF THE CENTER OF WASHINGTON PIKE AND
 GA2464'1.0 FT. SOUTH OF POWER LINE POLE S20 40A.  THE DISK IS SET IN
 GA2464'TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND ABOUT LEVEL
 GA2464'WITH THE ROAD.
 GA2464
 GA2464                          STATION RECOVERY (1982)
 GA2464
 GA2464'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0229 ***********************************************************************
 FC0229  DESIGNATION -  CAMPBELL
 FC0229  PID         -  FC0229
 FC0229  STATE/COUNTY-  TN/KNOX
 FC0229  USGS QUAD   -  LOVELL (1990)
 FC0229
 FC0229                         *CURRENT SURVEY CONTROL
 FC0229  ___________________________________________________________________
 FC0229* NAD 83(1995)-  35 54 05.36218(N)    084 09 45.83314(W)     ADJUSTED  
 FC0229* NAVD 88     -       300.923  (meters)     987.28   (feet)  ADJUSTED  
 FC0229  ___________________________________________________________________
 FC0229  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 FC0229  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0229  DYNAMIC HT  -         300.641 (meters)     986.35  (feet)  COMP
 FC0229  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FC0229
 FC0229  HORZ ORDER  -  SECOND
 FC0229  VERT ORDER  -  SECOND    CLASS 0
 FC0229
 FC0229.The horizontal coordinates were established by classical geodetic methods
 FC0229.and adjusted by the National Geodetic Survey in April 1999..
 FC0229
 FC0229.The orthometric height was determined by differential leveling
 FC0229.and adjusted by the National Geodetic Survey in June 1991..
 FC0229
 FC0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0229
 FC0229.The geoid height was determined by GEOID03.
 FC0229
 FC0229.The dynamic height is computed by dividing the NAVD 88
 FC0229.geopotential number by the normal gravity value computed on the
 FC0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0229.degrees latitude (g = 980.6199 gals.).
 FC0229
 FC0229.The modeled gravity was interpolated from observed gravity values.
 FC0229
 FC0229;                    North         East     Units Scale Factor Converg.
 FC0229;SPC TN       -   175,542.167   765,842.501   MT  0.99994909   +1 04 32.2
 FC0229;SPC TN       -   575,924.59  2,512,601.61   sFT  0.99994909   +1 04 32.2
 FC0229;UTM  16      - 3,976,741.898   756,066.879   MT  1.00040804   +1 39 52.8
 FC0229
 FC0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0229!SPC TN       -   0.99995759  x   0.99994909  =   0.99990668
 FC0229!UTM  16      -   0.99995759  x   1.00040804  =   1.00036561
 FC0229
 FC0229|---------------------------------------------------------------------|
 FC0229| PID    Reference Object                     Distance      Geod. Az  |
 FC0229|                                                           dddmmss.s |
 FC0229| FC0228 CAMPBELL RM 1                        11.150 METERS 16816     |
 FC0229| FC0227 CAMPBELL RM 2                         9.897 METERS 25102     |
 FC0229| FC0222 HICKORY                             APPROX. 4.5 KM 2534726.6 |
 FC0229|---------------------------------------------------------------------|
 FC0229
 FC0229                          SUPERSEDED SURVEY CONTROL
 FC0229
 FC0229  NAD 83(1995)-  35 54 05.36879(N)    084 09 45.83184(W) AD(       ) 2
 FC0229  NAD 83(1986)-  35 54 05.37470(N)    084 09 45.82977(W) AD(       ) 2
 FC0229  NAD 27      -  35 54 05.08830(N)    084 09 46.13400(W) AD(       ) 2
 FC0229  NGVD 29 (??/??/92)  301.043  (m)          987.67   (f) ADJ UNCH    2 0
 FC0229
 FC0229.Superseded values are not recommended for survey control.
 FC0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0229.See file dsdata.txt to determine how the superseded data were derived.
 FC0229
 FC0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5606776742(NAD 83)
 FC0229_MARKER: DE = TRAVERSE STATION DISK
 FC0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0229_STAMPING: CAMPBELL 1960
 FC0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0229+STABILITY: SURFACE MOTION
 FC0229
 FC0229  HISTORY     - Date     Condition        Report By
 FC0229  HISTORY     - 1960     MONUMENTED       CGS
 FC0229  HISTORY     - 1960     GOOD             CGS
 FC0229
 FC0229                          STATION DESCRIPTION
 FC0229
 FC0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0229'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF FARRAGUT ON THE SOUTH
 FC0229'RIGHT-WAY OF THE INTERSTATE HIGHWAY WHICH IS NOW UNDER
 FC0229'CONSTRUCTION.
 FC0229'
 FC0229'TO REACH THE STATION FROM THE FARRAGUT HIGH SCHOOL IN FARRAGUT, GO
 FC0229'WEST ON U.S. HIGHWAY 70 FOR 0.5 MILE TO A SIDE ROAD ON THE
 FC0229'RIGHT, TURN RIGHT, NORTH, FOR 1.5 MILES TO THE INTERSTATE HIGHWAY,
 FC0229'TURN RIGHT, EAST, FOR 0.7 MILE TO THE STATION.
 FC0229'
 FC0229'STATION MARK IS 49 FEET NORTH OF A WIRE FENCE AND 2.9 FEET SOUTH OF A
 FC0229'WITNESS SIGN. THE MARK IS A STANDARD DISK SET IN A CONCRETE
 FC0229'POST, SET FLUSH, AND IS STAMPED CAMPBELL 1960.
 FC0229'
 FC0229'REFERENCE MARK NO. 1 IS 13 FEET NORTH OF THE WIRE FENCE. THE MARK IS
 FC0229'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FC0229'CAMPBELL NO. 1 1960.
 FC0229'
 FC0229'REFERENCE MARK NO. 2 IS 49 FEET NORTH OF THE WIRE FENCE. THE MARK IS
 FC0229'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FC0229'CAMPBELL NO. 2 1960.
 FC0229'
 FC0229'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC0229'45.77 FEET.
 FC0229'
 FC0229'TRAVERSE STATION HICKORY WILL SERVE AS THE AZIMUTH MARK. SEE
 FC0229'DESCRIPTION THEREOF.
 FC0229'
 FC0229'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FC0229
 FC0229                          STATION RECOVERY (1960)
 FC0229
 FC0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0229'8.8 MI NE FROM EATON CROSSROADS.
 FC0229'FROM THE EATON GRAMMAR SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0229'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0229'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0229'5.25 MILES EAST ON INTERSTATE HIGHWAY 40.  THE STATION MARK IS 49
 FC0229'FT. NORTH OF THE RIGHT-OF-WAY FENCE AND 2.9 FT. SOUTH OF A WITNESS
 FC0229'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FC0229'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0228 ***********************************************************************
 FC0228  DESIGNATION -  CAMPBELL RM 1
 FC0228  PID         -  FC0228
 FC0228  STATE/COUNTY-  TN/KNOX
 FC0228  USGS QUAD   -  LOVELL (1990)
 FC0228
 FC0228                         *CURRENT SURVEY CONTROL
 FC0228  ___________________________________________________________________
 FC0228* NAD 83(1986)-  35 54 05.     (N)    084 09 46.     (W)     SCALED    
 FC0228* NAVD 88     -       300.617  (meters)     986.27   (feet)  ADJUSTED  
 FC0228  ___________________________________________________________________
 FC0228  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0228  DYNAMIC HT  -         300.335 (meters)     985.35  (feet)  COMP
 FC0228  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FC0228
 FC0228  VERT ORDER  -  SECOND    CLASS 0
 FC0228
 FC0228.The horizontal coordinates were scaled from a topographic map and have
 FC0228.an estimated accuracy of +/- 6 seconds.
 FC0228
 FC0228.The orthometric height was determined by differential leveling
 FC0228.and adjusted by the National Geodetic Survey in June 1991..
 FC0228
 FC0228.The geoid height was determined by GEOID03.
 FC0228
 FC0228.The dynamic height is computed by dividing the NAVD 88
 FC0228.geopotential number by the normal gravity value computed on the
 FC0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0228.degrees latitude (g = 980.6199 gals.).
 FC0228
 FC0228.The modeled gravity was interpolated from observed gravity values.
 FC0228
 FC0228;                    North         East    Units  Estimated Accuracy
 FC0228;SPC TN       -   175,530.      765,840.      MT  (+/- 180 meters Scaled)
 FC0228
 FC0228                          SUPERSEDED SURVEY CONTROL
 FC0228
 FC0228  NGVD 29 (??/??/92)  300.736  (m)          986.66   (f) ADJ UNCH    2 0
 FC0228
 FC0228.Superseded values are not recommended for survey control.
 FC0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0228.See file dsdata.txt to determine how the superseded data were derived.
 FC0228
 FC0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE560767(NAD 83)
 FC0228_MARKER: DR = REFERENCE MARK DISK
 FC0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0228_STAMPING: CAMPBELL NO 1 1960
 FC0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0228+STABILITY: SURFACE MOTION
 FC0228
 FC0228  HISTORY     - Date     Condition        Report By
 FC0228  HISTORY     - 1960     MONUMENTED       CGS
 FC0228
 FC0228                          STATION DESCRIPTION
 FC0228
 FC0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0228'8.8 MI NE FROM EATON CROSSROADS.
 FC0228'THIS MARK IS LOCATED AT THE CAMPBELL 1960 STATION SITE, 36.6 FT.
 FC0228'SOUTH OF THE STATION MARK AND 13 FT. NORTH OF THE RIGHT-OF-WAY
 FC0228'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0228'WITH THE GROUND AND ABOUT 4 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0227 ***********************************************************************
 FC0227  DESIGNATION -  CAMPBELL RM 2
 FC0227  PID         -  FC0227
 FC0227  STATE/COUNTY-  TN/KNOX
 FC0227  USGS QUAD   -  LOVELL (1990)
 FC0227
 FC0227                         *CURRENT SURVEY CONTROL
 FC0227  ___________________________________________________________________
 FC0227* NAD 83(1986)-  35 54 05.     (N)    084 09 46.     (W)     SCALED    
 FC0227* NAVD 88     -       301.182  (meters)     988.13   (feet)  ADJUSTED  
 FC0227  ___________________________________________________________________
 FC0227  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0227  DYNAMIC HT  -         300.900 (meters)     987.20  (feet)  COMP
 FC0227  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FC0227
 FC0227  VERT ORDER  -  SECOND    CLASS 0
 FC0227
 FC0227.The horizontal coordinates were scaled from a topographic map and have
 FC0227.an estimated accuracy of +/- 6 seconds.
 FC0227
 FC0227.The orthometric height was determined by differential leveling
 FC0227.and adjusted by the National Geodetic Survey in June 1991..
 FC0227
 FC0227.The geoid height was determined by GEOID03.
 FC0227
 FC0227.The dynamic height is computed by dividing the NAVD 88
 FC0227.geopotential number by the normal gravity value computed on the
 FC0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0227.degrees latitude (g = 980.6199 gals.).
 FC0227
 FC0227.The modeled gravity was interpolated from observed gravity values.
 FC0227
 FC0227;                    North         East    Units  Estimated Accuracy
 FC0227;SPC TN       -   175,530.      765,840.      MT  (+/- 180 meters Scaled)
 FC0227
 FC0227                          SUPERSEDED SURVEY CONTROL
 FC0227
 FC0227  NGVD 29 (??/??/92)  301.301  (m)          988.52   (f) ADJ UNCH    2 0
 FC0227
 FC0227.Superseded values are not recommended for survey control.
 FC0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0227.See file dsdata.txt to determine how the superseded data were derived.
 FC0227
 FC0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE560767(NAD 83)
 FC0227_MARKER: DR = REFERENCE MARK DISK
 FC0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0227_STAMPING: CAMPBELL NO 2 1960
 FC0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0227+STABILITY: SURFACE MOTION
 FC0227
 FC0227  HISTORY     - Date     Condition        Report By
 FC0227  HISTORY     - 1960     MONUMENTED       CGS
 FC0227
 FC0227                          STATION DESCRIPTION
 FC0227
 FC0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0227'8.8 MI NE FROM EATON CROSSROADS.
 FC0227'THIS MARK IS LOCATED AT THE CAMPBELL 1960 STATION SITE, 32.4 FT.
 FC0227'WEST OF THE STATION MARK AND 49 FT. NORTH OF THE RIGHT-OF-WAY
 FC0227'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0227'WITH THE GROUND AND ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2532 ***********************************************************************
 FE2532  DESIGNATION -  CANADA
 FE2532  PID         -  FE2532
 FE2532  STATE/COUNTY-  TN/SHELBY
 FE2532  USGS QUAD   -  ARLINGTON (1973)
 FE2532
 FE2532                         *CURRENT SURVEY CONTROL
 FE2532  ___________________________________________________________________
 FE2532* NAD 83(1995)-  35 15 17.20044(N)    089 44 56.10164(W)     ADJUSTED  
 FE2532* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 FE2532  ___________________________________________________________________
 FE2532  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 FE2532  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2532
 FE2532  HORZ ORDER  -  THIRD
 FE2532
 FE2532.The horizontal coordinates were established by classical geodetic methods
 FE2532.and adjusted by the National Geodetic Survey in April 1999..
 FE2532
 FE2532.The orthometric height was scaled from a topographic map.
 FE2532
 FE2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2532
 FE2532.The geoid height was determined by GEOID03.
 FE2532
 FE2532;                    North         East     Units Scale Factor Converg.
 FE2532;SPC TN       -   108,768.187   258,916.103   MT  0.99999916   -2 11 41.2
 FE2532;SPC TN       -   356,850.29    849,460.58   sFT  0.99999916   -2 11 41.2
 FE2532;UTM  16      - 3,904,762.115   249,904.485   MT  1.00037090   -1 35 15.1
 FE2532
 FE2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2532!SPC TN       -   0.99998718  x   0.99999916  =   0.99998634
 FE2532!UTM  16      -   0.99998718  x   1.00037090  =   1.00035808
 FE2532
 FE2532|---------------------------------------------------------------------|
 FE2532| PID    Reference Object                     Distance      Geod. Az  |
 FE2532|                                                           dddmmss.s |
 FE2532| CG3342 CANADA RM 1                          21.264 METERS 05629     |
 FE2532| FE2529 ARLINGTON MUNICIPAL TANK            APPROX. 9.0 KM 0654150.7 |
 FE2532| CG3343 CANADA RM 2                          20.095 METERS 17644     |
 FE2532| CG3341 CANADA AZ MK                                       2474821.6 |
 FE2532|---------------------------------------------------------------------|
 FE2532
 FE2532                          SUPERSEDED SURVEY CONTROL
 FE2532
 FE2532  NAD 83(1995)-  35 15 17.20630(N)    089 44 56.10151(W) AD(       ) 3
 FE2532  NAD 83(1995)-  35 15 17.20671(N)    089 44 56.10196(W) AD(       ) 3
 FE2532  NAD 83(1986)-  35 15 17.21187(N)    089 44 56.10226(W) AD(       ) 3
 FE2532  NAD 27      -  35 15 16.89620(N)    089 44 55.80370(W) AD(       ) 3
 FE2532
 FE2532.Superseded values are not recommended for survey control.
 FE2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2532.See file dsdata.txt to determine how the superseded data were derived.
 FE2532
 FE2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4990404762(NAD 83)
 FE2532_MARKER: DS = TRIANGULATION STATION DISK
 FE2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2532
 FE2532  HISTORY     - Date     Condition        Report By
 FE2532  HISTORY     - 1958     MONUMENTED       CGS
 FE2532
 FE2532                          STATION DESCRIPTION
 FE2532
 FE2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2532'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF BARTLETT ON THE
 FE2532'ROAD RIGHT-OF-WAY IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 FE2532'OF U.S. HIGHWAYS 70 AND 79 AND CANADA ROAD. IT IS 81 FEET SOUTHEAST
 FE2532'OF THE CENTERLINE OF U.S. HIGHWAYS 70 AND 79, 33 FEET SOUTHWEST
 FE2532'OF THE CENTERLINE OF CANADA ROAD AND 10 FEET NORTHEAST OF A FENCE.
 FE2532'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CANADA 1957.
 FE2532'
 FE2532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79 AND 64
 FE2532'ABOUT 2 MILES EAST OF BARTLETT, GO NORTHEAST ON U.S. HIGHWAYS 70,
 FE2532'79 FOR 4.6 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTHEAST
 FE2532'ON HIGHWAYS 70, 79 FOR 0.35 MILE TO THE STATION AT A CROSSROAD,
 FE2532'CANADA ROAD.
 FE2532'
 FE2532'REFERENCE MARK 1 IS 74 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 FE2532'HIGHWAYS 70, 79, 28 FEET NORTHEAST OF THE CENTERLINE OF CANADA ROAD,
 FE2532'2 FEET SOUTH OF A POWER POLE AND TELEPHONE POLE AND 1 FOOT WEST OF A
 FE2532'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CANADA NO 1
 FE2532'1957.
 FE2532'
 FE2532'REFERENCE MARK 2 IS 31 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 FE2532'CANADA ROAD AND IS SET IN A FENCE LINE. THE MONUMENT IS FLUSH AND THE
 FE2532'DISK IS STAMPED CANADA NO 2 1957.
 FE2532'
 FE2532'THE AZIMUTH MARK IS 29 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAYS
 FE2532'70, 79, 1 FOOT NORTHEAST OF A WHITE WITNESS POST, 2 FEET NORTHEAST
 FE2532'OF A POWER POLE AND 21 FEET SOUTHEAST OF A FENCE. THE MONUMENT IS
 FE2532'FLUSH AND THE DISK IS STAMPED CANADA 1957.
 FE2532'
 FE2532'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0673 ***********************************************************************
 FE0673  DESIGNATION -  CANE
 FE0673  PID         -  FE0673
 FE0673  STATE/COUNTY-  TN/HENDERSON
 FE0673  USGS QUAD   -  CEDAR GROVE (1983)
 FE0673
 FE0673                         *CURRENT SURVEY CONTROL
 FE0673  ___________________________________________________________________
 FE0673* NAD 83(1995)-  35 45 17.12698(N)    088 30 56.59565(W)     ADJUSTED  
 FE0673* NAVD 88     -       160.875  (meters)     527.80   (feet)  ADJUSTED  
 FE0673  ___________________________________________________________________
 FE0673  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FE0673  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0673  DYNAMIC HT  -         160.731 (meters)     527.33  (feet)  COMP
 FE0673  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FE0673
 FE0673  HORZ ORDER  -  SECOND
 FE0673  VERT ORDER  -  SECOND    CLASS 0
 FE0673
 FE0673.The horizontal coordinates were established by classical geodetic methods
 FE0673.and adjusted by the National Geodetic Survey in April 1999..
 FE0673
 FE0673.The orthometric height was determined by differential leveling
 FE0673.and adjusted by the National Geodetic Survey in June 1991..
 FE0673
 FE0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0673
 FE0673.The geoid height was determined by GEOID03.
 FE0673
 FE0673.The dynamic height is computed by dividing the NAVD 88
 FE0673.geopotential number by the normal gravity value computed on the
 FE0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0673.degrees latitude (g = 980.6199 gals.).
 FE0673
 FE0673.The modeled gravity was interpolated from observed gravity values.
 FE0673
 FE0673;                    North         East     Units Scale Factor Converg.
 FE0673;SPC TN       -   160,629.523   372,509.688   MT  0.99994935   -1 28 22.1
 FE0673;SPC TN       -   526,998.69  1,222,142.20   sFT  0.99994935   -1 28 22.1
 FE0673;UTM  16      - 3,957,807.301   362,964.849   MT  0.99983140   -0 53 08.9
 FE0673
 FE0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0673!SPC TN       -   0.99997918  x   0.99994935  =   0.99992853
 FE0673!UTM  16      -   0.99997918  x   0.99983140  =   0.99981058
 FE0673
 FE0673|---------------------------------------------------------------------|
 FE0673| PID    Reference Object                     Distance      Geod. Az  |
 FE0673|                                                           dddmmss.s |
 FE0673| FE0674 CANE 2                               14.036 METERS 02518     |
 FE0673| FE0675 CANE RM 1                            28.709 METERS 03826     |
 FE0673| CG3600 JDN 43                                             0535631.6 |
 FE0673| FE0672 CANE RM 2                            31.849 METERS 18126     |
 FE0673| FE0663 DRY                                 APPROX. 5.6 KM 2542349.4 |
 FE0673| FE2297 MT GILEAD LOT WT 14                 APPROX. 3.4 KM 3254847.6 |
 FE0673|---------------------------------------------------------------------|
 FE0673
 FE0673                          SUPERSEDED SURVEY CONTROL
 FE0673
 FE0673  NAD 83(1995)-  35 45 17.13044(N)    088 30 56.60198(W) AD(       ) 2
 FE0673  NAD 83(1986)-  35 45 17.13791(N)    088 30 56.59652(W) AD(       ) 2
 FE0673  NAD 27      -  35 45 16.89700(N)    088 30 56.41050(W) AD(       ) 2
 FE0673  NGVD 29 (??/??/??)  160.900  (m)          527.89   (f) ADJUSTED    2 0
 FE0673
 FE0673.Superseded values are not recommended for survey control.
 FE0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0673.See file dsdata.txt to determine how the superseded data were derived.
 FE0673
 FE0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6296557807(NAD 83)
 FE0673_MARKER: DS = TRIANGULATION STATION DISK
 FE0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0673_STAMPING: PEAR 1959
 FE0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0673+STABILITY: SURFACE MOTION
 FE0673
 FE0673  HISTORY     - Date     Condition        Report By
 FE0673  HISTORY     - 1959     MONUMENTED       CGS
 FE0673  HISTORY     - 1959     GOOD             CGS
 FE0673  HISTORY     - 1961     SEE DESCRIPTION  TNHD
 FE0673
 FE0673                          STATION DESCRIPTION
 FE0673
 FE0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0673'THE STATION IS LOCATED ABOUT 9.0 MILES EAST OF SPRING CREEK, ABOUT
 FE0673'6.0 MILES SOUTHEAST OF CEDAR GROVE, 69 FEET WEST-SOUTHWEST
 FE0673'OF THE CENTER OF A CURVE IN THE GRAVELED ROAD, 5 FEET EAST OF A
 FE0673'WITNESS SIGN AND NEAR THE NORTHEAST CORNER OF A PLOWED FIELD.
 FE0673'THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 FE0673'POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FE0673'CANE 1959.
 FE0673'
 FE0673'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0673'BELOW THE SURFACE OF THE GROUND AND IS STAMPED CANE 1959.
 FE0673'
 FE0673'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR GROVE, WHICH IS
 FE0673'ABOUT 16 MILES SOUTHWEST OF HUNTINGDON, GO NORTH ON U.S. HIGHWAY
 FE0673'NO. 70 FOR 0.05 MILE TO STATE HIGHWAY NO. 104, TURN RIGHT AND GO
 FE0673'SOUTHEAST ON STATE HIGHWAY NO. 104 FOR 7.6 MILES TO THE AZIMUTH
 FE0673'MARK ON THE LEFT AS DESCRIBED, A.E. DOUGLAS STORE ON THE RIGHT AND A
 FE0673'SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO WESTERLY FOR 0.15
 FE0673'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0673'
 FE0673'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF THE CENTER OF THE
 FE0673'GRAVELED ROAD, 1 FOOT SOUTH OF A POWERLINE POLE AND IS ABOUT
 FE0673'THE SAME ELEVATION AS THE STATION. THE MARK IS SET FLUSH WITH THE
 FE0673'SURFACE OF THE GROUND AND IS STAMPED CANE NO 1 1959.
 FE0673'
 FE0673'REFERENCE MARK NO. 2 IS 38 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 FE0673'GRAVELED ROAD, 2 FEET WEST-SOUTHWEST OF A WIRE FENCE AND IS
 FE0673'ABOUT 3 FEET HIGHER THAN THE STATION. THE MARK PROJECTS 2 INCHES
 FE0673'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CANE NO 2 1959.
 FE0673'
 FE0673'AZIMUTH MARK IS 92 FEET NORTHEAST OF A.E. DOUGLAS STORE, 52 FEET
 FE0673'NORTHEAST OF STATE HIGHWAY NO. 104, 36 FEET NORTHEAST OF A
 FE0673'POWERLINE POLE, 24 FEET EAST OF A WIRE FENCE CORNER POST AND 15 FEET
 FE0673'SOUTHEAST OF A 20-INCH OAK TREE. THE MARK IS STANDARD U.S.
 FE0673'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST,
 FE0673'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FE0673'JDN 43.
 FE0673'
 FE0673'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FE0673
 FE0673                          STATION RECOVERY (1959)
 FE0673
 FE0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0673'17 MI SW FROM YUMA.
 FE0673'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0673'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON A
 FE0673'GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0673'AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO
 FE0673'A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0673'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES
 FE0673'SOUTHWEST ALONG GRAVELED ROAD, THENCE WEST 1.45 MILES ON STATE
 FE0673'HIGHWAY 104, THENCE LEFT AND SOUTHWESTERLY FOR .1 MILE.  IT IS 69
 FE0673'FEET WEST-SOUTHWEST OF THE CENTER OF A CURVE INTO GRAVELED ROAD,
 FE0673'5 FEET EAST OF A WITNESS SIGN AND NEAR THE NORTHEAST CORNER OF
 FE0673'A PLOWED FIELD.  THE MARK IS SET IN THE TOP OF A CONCRETE POST
 FE0673'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 FE0673
 FE0673                          STATION RECOVERY (1961)
 FE0673
 FE0673'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE0673'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE0673'THE ORIGINAL TO-REACH IS COMPLETELY ADEQUATE.
 FE0673'
 FE0673'DUE TO CHANGES IN THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, THE
 FE0673'ORIGINAL STATION MARK, AND REFERENCE MARK NO. 2 WOULD BE DESTROYED
 FE0673'BY CONSTRUCTION.
 FE0673'
 FE0673'A NEW STATION CANE 2 1961, REFERENCE MARK NO. 3, AND REFERENCE MARK
 FE0673'NO. 4, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY CONTROL SURVEYS
 FE0673'PARTY THIS DATE. SEE THE NEW DESCRIPTION THEREOF. THE ORIGINAL
 FE0673'AZIMUTH MARK JDN43 (USGS) 1949 WAS RETAINED, AND THE ORIGINAL
 FE0673'REFERENCE MARK NO. 1 WAS NOT DISTURBED OR MOVED. HOWEVER, THE DISK
 FE0673'WAS RESTAMPED TO COMPLY WITH THE NEW STATION NAME AND DATE.
 FE0673'
 FE0673'THE NEW STATION COULD NOT BE ESTABLISHED ON LINE THROUGH THE OLD
 FE0673'STATION AND THE AZIMUTH MARK. THEREFORE THE VERTICES OF THE
 FE0673'TRIANGLE CANE 1959, CANE 2 1961, AND JDN43 (USGS) 1949 WERE OCCUPIED.
 FE0673'
 FE0673'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE0673'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARKS, THE
 FE0673'OLD SURFACE MARK FOR STATION CANE 1959, AND REFERENCE MARK NO. 2 1959
 FE0673'WERE DESTROYED, AND THE DISK REMOVED FOR SUBMISSION TO THE COAST
 FE0673'AND GEODETIC SURVEY OFFICE.
 FE0673'
 FE0673'WITH THE EXCEPTION OF THE UNDERGROUND STATION MARK CANE 1959, WHICH
 FE0673'WAS NOT DISTURBED, THE ORIGINAL STATION CANE 1959 SHALL BE
 FE0673'CONSIDERED MONEXISTENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0674 ***********************************************************************
 FE0674  DESIGNATION -  CANE 2
 FE0674  PID         -  FE0674
 FE0674  STATE/COUNTY-  TN/HENDERSON
 FE0674  USGS QUAD   -  CEDAR GROVE (1983)
 FE0674
 FE0674                         *CURRENT SURVEY CONTROL
 FE0674  ___________________________________________________________________
 FE0674* NAD 83(1995)-  35 45 17.53872(N)    088 30 56.35691(W)     ADJUSTED  
 FE0674* NAVD 88     -       160.85   (+/-2cm)     527.7    (feet)  VERTCON   
 FE0674  ___________________________________________________________________
 FE0674  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FE0674  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0674
 FE0674  HORZ ORDER  -  THIRD
 FE0674  VERT ORDER  -  THIRD (See Below)
 FE0674
 FE0674.The horizontal coordinates were established by classical geodetic methods
 FE0674.and adjusted by the National Geodetic Survey in April 1999..
 FE0674.No horizontal observational check was made to the station.
 FE0674
 FE0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0674.The vertical order pertains to the NGVD 29 superseded value.
 FE0674
 FE0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0674
 FE0674.The geoid height was determined by GEOID03.
 FE0674
 FE0674;                    North         East     Units Scale Factor Converg.
 FE0674;SPC TN       -   160,642.054   372,516.010   MT  0.99994935   -1 28 22.0
 FE0674;SPC TN       -   527,039.81  1,222,162.94   sFT  0.99994935   -1 28 22.0
 FE0674;UTM  16      - 3,957,819.894   362,971.042   MT  0.99983138   -0 53 08.7
 FE0674
 FE0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0674!SPC TN       -   0.99997918  x   0.99994935  =   0.99992853
 FE0674!UTM  16      -   0.99997918  x   0.99983138  =   0.99981057
 FE0674
 FE0674|---------------------------------------------------------------------|
 FE0674| PID    Reference Object                     Distance      Geod. Az  |
 FE0674|                                                           dddmmss.s |
 FE0674| CG3345 CANE 2 RM 4                          15.380 METERS 05025     |
 FE0674| CG3600 JDN 43                                             0563121.3 |
 FE0674| FE0673 CANE                                 14.036 METERS 20518     |
 FE0674| FE0676 CANE 2 RM 3                           7.600 METERS 32440     |
 FE0674|---------------------------------------------------------------------|
 FE0674
 FE0674                          SUPERSEDED SURVEY CONTROL
 FE0674
 FE0674  NAD 83(1995)-  35 45 17.54218(N)    088 30 56.36324(W) AD(       ) 3
 FE0674  NAD 83(1986)-  35 45 17.54965(N)    088 30 56.35778(W) AD(       ) 3
 FE0674  NAD 27      -  35 45 17.30870(N)    088 30 56.17180(W) AD(       ) 3
 FE0674  NGVD 29 (??/??/??)  160.88   (m)          527.8    (f) RESET       3  
 FE0674
 FE0674.Superseded values are not recommended for survey control.
 FE0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0674.See file dsdata.txt to determine how the superseded data were derived.
 FE0674
 FE0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6297157820(NAD 83)
 FE0674_MARKER: DS = TRIANGULATION STATION DISK
 FE0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0674_STAMPING: CANE 2 1961
 FE0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0674+STABILITY: SURFACE MOTION
 FE0674
 FE0674  HISTORY     - Date     Condition        Report By
 FE0674  HISTORY     - 1961     MONUMENTED       TNHD
 FE0674  HISTORY     - 1961     GOOD             TNHD
 FE0674
 FE0674                          STATION DESCRIPTION
 FE0674
 FE0674'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 FE0674'THE STATION IS LOCATED ALONG THE NORTH EDGE OF INTERSTATE HIGHWAY 40,
 FE0674'ABOUT 9 MILES EAST OF SPRING CREEK AND 6 MILES SOUTHEAST OF CEDAR
 FE0674'GROVE.
 FE0674'
 FE0674'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL COMMUNITY OF
 FE0674'CEDAR GROVE, GO NORTH ON U.S. HIGHWAY 70 FOR 0.05 MILE TO THE
 FE0674'INTERSECTION OF STATE ROUTE 104. HERE TURN RIGHT AND GO SOUTHEAST ON
 FE0674'STATE ROUTE 104 FOR 7.65 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 FE0674'DESCRIBED, A.E. DOUGLAS STORE ON THE RIGHT, AND A SIDE ROAD RIGHT.
 FE0674'TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 0.15 MILE
 FE0674'TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0674'
 FE0674'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CANE 2 1961,
 FE0674'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS AT THE
 FE0674'SOUTH EDGE OF THE WOODS, 61 FEET NORTH OF THE CENTER OF A GRAVELED
 FE0674'ROAD, 52 FEET WEST OF A TELEPHONE AND POWER POLE, AND 2.9 FEET
 FE0674'SOUTHWEST OF A WITNESS POST.
 FE0674'
 FE0674'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED CANE 2 NO 3 1961,
 FE0674'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS IN THE
 FE0674'WOODS 23.9 FEET NORTH OF A WITNESS SIGN. IT IS ABOUT 1-1/2 FEET BELOW
 FE0674'THE ELEVATION OF THE STATION.
 FE0674'
 FE0674'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED CANE 2 NO 4 1961,
 FE0674'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS 42 FEET
 FE0674'NORTH OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET WEST OF A TELEPHONE
 FE0674'AND POWER POLE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FE0674'
 FE0674'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH MARK DISK, SET IN THE
 FE0674'TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES. THE
 FE0674'DISK IS STAMPED JDN43 530 1949. IT IS 92 FEET NORTH OF THE A.E.
 FE0674'DOUGLAS STORE, 52 FEET NORTHEAST OF THE CENTER OF STATE ROUTE 104,
 FE0674'36 FEET NORTHEAST OF A POWER LINE POLE, 24 FEET SOUTHEAST OF A
 FE0674'24-INCH OAK TREE, AND 15 FEET EAST OF A FENCE CORNER POST.
 FE0674'
 FE0674'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION CANE 1959
 FE0674'(NOW DESTROYED) AND CANE 2 1961 IS 46.050 FT- (14.036 M).
 FE0674
 FE0674                          STATION RECOVERY (1961)
 FE0674
 FE0674'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE0674'3.8 MI S FROM YUMA.
 FE0674'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0674'RAILROAD FROM THE STATION AT YUMA, THEN 1.85 MILES WEST AND SOUTH
 FE0674'ON A GRAVELED ROAD, THEN 3.25 MILES WEST ON AN ASPHALT AND GRAVELED
 FE0674'ROAD, THEN 2.1 MILES SOUTH ON A GRAVELED ROAD TO A DRIVEWAY, THEN
 FE0674'0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK ROAD, THEN 0.4
 FE0674'MILE SOUTH ON A TRACK ROAD, THEN 2.5 MILES SOUTHWEST ALONG A
 FE0674'GRAVELED ROAD, THEN 1.45 MILES WEST ON STATE HIGHWAY 22, THEN LEFT
 FE0674'AND SOUTHWESTERLY FOR 0.1 MILE TO THE SOUTH EDGE OF WOODS.  THE
 FE0674'STATION MARK IS AT THE SOUTH EDGE OF THE WOODS, 61 FEET NORTH OF THE
 FE0674'CENTER OF A GRAVELED ROAD, 52 FEET WEST OF A POWER LINE POLE, AND
 FE0674'2.9 FEET SOUTHWEST OF A WITNESS SIGN, AND SET IN TOP OF A CONCRETE
 FE0674'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0676 ***********************************************************************
 FE0676  DESIGNATION -  CANE 2 RM 3
 FE0676  PID         -  FE0676
 FE0676  STATE/COUNTY-  TN/HENDERSON
 FE0676  USGS QUAD   -  CEDAR GROVE (1983)
 FE0676
 FE0676                         *CURRENT SURVEY CONTROL
 FE0676  ___________________________________________________________________
 FE0676* NAD 83(1986)-  35 45 17.     (N)    088 30 57.     (W)     SCALED    
 FE0676* NAVD 88     -       160.37   (+/-2cm)     526.1    (feet)  VERTCON   
 FE0676  ___________________________________________________________________
 FE0676  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0676
 FE0676  VERT ORDER  -  THIRD (See Below)
 FE0676
 FE0676.The horizontal coordinates were scaled from a topographic map and have
 FE0676.an estimated accuracy of +/- 6 seconds.
 FE0676
 FE0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0676.The vertical order pertains to the NGVD 29 superseded value.
 FE0676
 FE0676.The geoid height was determined by GEOID03.
 FE0676
 FE0676;                    North         East    Units  Estimated Accuracy
 FE0676;SPC TN       -   160,630.      372,500.      MT  (+/- 180 meters Scaled)
 FE0676
 FE0676                          SUPERSEDED SURVEY CONTROL
 FE0676
 FE0676  NGVD 29 (??/??/??)  160.40   (m)          526.2    (f) RESET       3  
 FE0676
 FE0676.Superseded values are not recommended for survey control.
 FE0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0676.See file dsdata.txt to determine how the superseded data were derived.
 FE0676
 FE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE629578(NAD 83)
 FE0676_MARKER: DR = REFERENCE MARK DISK
 FE0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0676_STAMPING: CANE 2 NO 3 1961
 FE0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0676+STABILITY: SURFACE MOTION
 FE0676
 FE0676  HISTORY     - Date     Condition        Report By
 FE0676  HISTORY     - 1961     MONUMENTED       TNHD
 FE0676
 FE0676                          STATION DESCRIPTION
 FE0676
 FE0676'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0676'3.8 MI S FROM YUMA.
 FE0676'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0676'RAILROAD FROM THE STATION AT YUMA, THENCE 1.85 MILES WEST AND SOUTH
 FE0676'ON A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0676'AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO
 FE0676'A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0676'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES
 FE0676'SOUTHWEST ALONG GRAVELED ROAD, THENCE WEST 1.45 MILES ON STATE
 FE0676'HIGHWAY 22, THENCE LEFT AND SOUTHWESTERLY FOR .1 MILE.  THE MARK IS
 FE0676'IN THE WOODS, 25 FEET NORTH OF THE STATION MARK, 23.9 FEET NORTH OF
 FE0676'A WITNESS SIGN, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FE0676'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0675 ***********************************************************************
 FE0675  DESIGNATION -  CANE RM 1
 FE0675  PID         -  FE0675
 FE0675  STATE/COUNTY-  TN/HENDERSON
 FE0675  USGS QUAD   -  CEDAR GROVE (1983)
 FE0675
 FE0675                         *CURRENT SURVEY CONTROL
 FE0675  ___________________________________________________________________
 FE0675* NAD 83(1986)-  35 45 18.     (N)    088 30 56.     (W)     SCALED    
 FE0675* NAVD 88     -       161.078  (meters)     528.47   (feet)  ADJUSTED  
 FE0675  ___________________________________________________________________
 FE0675  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0675  DYNAMIC HT  -         160.935 (meters)     528.00  (feet)  COMP
 FE0675  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FE0675
 FE0675  VERT ORDER  -  SECOND    CLASS 0
 FE0675
 FE0675.The horizontal coordinates were scaled from a topographic map and have
 FE0675.an estimated accuracy of +/- 6 seconds.
 FE0675
 FE0675.The orthometric height was determined by differential leveling
 FE0675.and adjusted by the National Geodetic Survey in June 1991..
 FE0675
 FE0675.The geoid height was determined by GEOID03.
 FE0675
 FE0675.The dynamic height is computed by dividing the NAVD 88
 FE0675.geopotential number by the normal gravity value computed on the
 FE0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0675.degrees latitude (g = 980.6199 gals.).
 FE0675
 FE0675.The modeled gravity was interpolated from observed gravity values.
 FE0675
 FE0675;                    North         East    Units  Estimated Accuracy
 FE0675;SPC TN       -   160,660.      372,530.      MT  (+/- 180 meters Scaled)
 FE0675
 FE0675                          SUPERSEDED SURVEY CONTROL
 FE0675
 FE0675  NGVD 29 (??/??/??)  161.104  (m)          528.56   (f) ADJUSTED    2 0
 FE0675
 FE0675.Superseded values are not recommended for survey control.
 FE0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0675.See file dsdata.txt to determine how the superseded data were derived.
 FE0675
 FE0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE629578(NAD 83)
 FE0675_MARKER: DR = REFERENCE MARK DISK
 FE0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0675_STAMPING: CANE NO 1 1959
 FE0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0675+STABILITY: SURFACE MOTION
 FE0675
 FE0675  HISTORY     - Date     Condition        Report By
 FE0675  HISTORY     - 1959     MONUMENTED       CGS
 FE0675  HISTORY     - 1959     GOOD             CGS
 FE0675  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0675
 FE0675                          STATION DESCRIPTION
 FE0675
 FE0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0675'17 MI SW FROM YUMA.
 FE0675'THE MARK IS LOCATED AT THE CANE 1959 STATION SITE, 94.2 FEET
 FE0675'NORTHEAST OF THE STATION MARK, 45 FEET SOUTHWEST OF THE CENTER OF
 FE0675'A GRAVELED ROAD, 1 FOOT SOUTH OF A POWERLINE POLE AND IS ABOUT THE
 FE0675'SAME ELEVATION AS THE STATION.  THE MARK IS SET IN THE TOP OF A
 FE0675'CONCRETE POST WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 FE0675
 FE0675                          STATION RECOVERY (2002)
 FE0675
 FE0675'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0672 ***********************************************************************
 FE0672  DESIGNATION -  CANE RM 2
 FE0672  PID         -  FE0672
 FE0672  STATE/COUNTY-  TN/HENDERSON
 FE0672  USGS QUAD   -  CEDAR GROVE (1983)
 FE0672
 FE0672                         *CURRENT SURVEY CONTROL
 FE0672  ___________________________________________________________________
 FE0672* NAD 83(1986)-  35 45 16.     (N)    088 30 58.     (W)     SCALED    
 FE0672* NAVD 88     -       162.124  (meters)     531.90   (feet)  ADJUSTED  
 FE0672  ___________________________________________________________________
 FE0672  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0672  DYNAMIC HT  -         161.980 (meters)     531.43  (feet)  COMP
 FE0672  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FE0672
 FE0672  VERT ORDER  -  SECOND    CLASS 0
 FE0672
 FE0672.The horizontal coordinates were scaled from a topographic map and have
 FE0672.an estimated accuracy of +/- 6 seconds.
 FE0672
 FE0672.The orthometric height was determined by differential leveling
 FE0672.and adjusted by the National Geodetic Survey in June 1991..
 FE0672
 FE0672.The geoid height was determined by GEOID03.
 FE0672
 FE0672.The dynamic height is computed by dividing the NAVD 88
 FE0672.geopotential number by the normal gravity value computed on the
 FE0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0672.degrees latitude (g = 980.6199 gals.).
 FE0672
 FE0672.The modeled gravity was interpolated from observed gravity values.
 FE0672
 FE0672;                    North         East    Units  Estimated Accuracy
 FE0672;SPC TN       -   160,600.      372,470.      MT  (+/- 180 meters Scaled)
 FE0672
 FE0672                          SUPERSEDED SURVEY CONTROL
 FE0672
 FE0672  NGVD 29 (??/??/??)  162.150  (m)          531.99   (f) ADJUSTED    2 0
 FE0672
 FE0672.Superseded values are not recommended for survey control.
 FE0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0672.See file dsdata.txt to determine how the superseded data were derived.
 FE0672
 FE0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE629577(NAD 83)
 FE0672_MARKER: DR = REFERENCE MARK DISK
 FE0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0672_STAMPING: CANE NO 2 1959
 FE0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0672+STABILITY: SURFACE MOTION
 FE0672
 FE0672  HISTORY     - Date     Condition        Report By
 FE0672  HISTORY     - 1959     MONUMENTED       CGS
 FE0672  HISTORY     - 1959     GOOD             CGS
 FE0672
 FE0672                          STATION DESCRIPTION
 FE0672
 FE0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0672'17 MI SW FROM YUMA.
 FE0672'THE MARK IS LOCATED AT THE CANE 1959 STATION SITE, 104.5 FEET
 FE0672'SOUTH-SOUTHWEST OF THE STATION MARK, 38 FEET WEST-SOUTHWEST OF THE
 FE0672'CENTER OF A GRAVELED ROAD, 2 FEET WEST-SOUTHWEST OF A WIRE FENCE.
 FE0672'THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 FE0672'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0287 ***********************************************************************
 GC0287  DESIGNATION -  CANEY
 GC0287  PID         -  GC0287
 GC0287  STATE/COUNTY-  TN/WILSON
 GC0287  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0287
 GC0287                         *CURRENT SURVEY CONTROL
 GC0287  ___________________________________________________________________
 GC0287* NAD 83(1995)-  36 10 06.86819(N)    086 07 00.03917(W)     ADJUSTED  
 GC0287* NAVD 88     -       242.881  (meters)     796.85   (feet)  ADJUSTED  
 GC0287  ___________________________________________________________________
 GC0287  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 GC0287  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0287  DYNAMIC HT  -         242.676 (meters)     796.18  (feet)  COMP
 GC0287  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GC0287
 GC0287  HORZ ORDER  -  SECOND
 GC0287  VERT ORDER  -  SECOND    CLASS 0
 GC0287
 GC0287.The horizontal coordinates were established by classical geodetic methods
 GC0287.and adjusted by the National Geodetic Survey in April 1999..
 GC0287
 GC0287.The orthometric height was determined by differential leveling
 GC0287.and adjusted by the National Geodetic Survey in June 1991..
 GC0287
 GC0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0287
 GC0287.The geoid height was determined by GEOID03.
 GC0287
 GC0287.The dynamic height is computed by dividing the NAVD 88
 GC0287.geopotential number by the normal gravity value computed on the
 GC0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0287.degrees latitude (g = 980.6199 gals.).
 GC0287
 GC0287.The modeled gravity was interpolated from observed gravity values.
 GC0287
 GC0287;                    North         East     Units Scale Factor Converg.
 GC0287;SPC TN       -   203,626.042   589,502.723   MT  0.99996539   -0 04 05.9
 GC0287;SPC TN       -   668,063.11  1,934,060.18   sFT  0.99996539   -0 04 05.9
 GC0287;UTM  16      - 4,003,007.514   579,442.939   MT  0.99967776   +0 31 16.8
 GC0287
 GC0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0287!SPC TN       -   0.99996647  x   0.99996539  =   0.99993186
 GC0287!UTM  16      -   0.99996647  x   0.99967776  =   0.99964424
 GC0287
 GC0287:                Primary Azimuth Mark                     Grid Az
 GC0287:SPC TN       -  TS E2                                    073 06 48.9
 GC0287:UTM  16      -  TS E2                                    072 31 26.2
 GC0287
 GC0287|---------------------------------------------------------------------|
 GC0287| PID    Reference Object                     Distance      Geod. Az  |
 GC0287|                                                           dddmmss.s |
 GC0287| GC2149 TS E2                               APPROX. 3.6 KM 0730243.0 |
 GC0287| GC0286 CANEY RM 1                            5.916 METERS 09326     |
 GC0287| GC0288 CANEY RM 2                            5.584 METERS 27238     |
 GC0287|---------------------------------------------------------------------|
 GC0287
 GC0287                          SUPERSEDED SURVEY CONTROL
 GC0287
 GC0287  NAD 83(1995)-  36 10 06.87104(N)    086 07 00.04259(W) AD(       ) 2
 GC0287  NAD 83(1995)-  36 10 06.87252(N)    086 07 00.04340(W) AD(       ) 2
 GC0287  NAD 83(1986)-  36 10 06.87991(N)    086 07 00.04062(W) AD(       ) 2
 GC0287  NAD 27      -  36 10 06.67390(N)    086 07 00.07880(W) AD(       ) 2
 GC0287  NGVD 29 (??/??/92)  242.942  (m)          797.05   (f) ADJ UNCH    2 0
 GC0287
 GC0287.Superseded values are not recommended for survey control.
 GC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0287.See file dsdata.txt to determine how the superseded data were derived.
 GC0287
 GC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7944303008(NAD 83)
 GC0287_MARKER: DE = TRAVERSE STATION DISK
 GC0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0287_STAMPING: CANEY 1960
 GC0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0287+STABILITY: SURFACE MOTION
 GC0287
 GC0287  HISTORY     - Date     Condition        Report By
 GC0287  HISTORY     - 1960     MONUMENTED       CGS
 GC0287  HISTORY     - 1960     GOOD             CGS
 GC0287  HISTORY     - 1963     SEE DESCRIPTION  USDA
 GC0287
 GC0287                          STATION DESCRIPTION
 GC0287
 GC0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0287'THE STATION IS LOCATED ABOUT 10 MILES EAST OF LEBANON AND 4 MILES
 GC0287'SOUTHEAST OF TUCKERS CROSS ROADS.
 GC0287'
 GC0287'TO REACH THE STATION FROM TUCKERS CROSS ROADS, WHICH IS ABOUT 6-1/2
 GC0287'MILES EAST OF LEBANON ON STATE HIGHWAY 141, GO SOUTH ON A
 GC0287'GRAVELED ROAD FOR 0.65 MILE TO A CROSSROAD, TURN LEFT, EAST, ON BLUE
 GC0287'BIRD ROAD FOR 3.3 MILES TO A SIDE ROAD ON THE RIGHT AND THE
 GC0287'SAULSBURY BAPTIST CHURCH.  HERE CONTINUE EAST FOR 0.4 MILE TO A FORK,
 GC0287'KEEP RIGHT AND GO SOUTH FOR 0.45 MILE
 GC0287'TO A GATE ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE TO A HOUSE
 GC0287'TURN UPHILL, WEST FOR 0.1 MILE TO THE STATION AS
 GC0287'DESCRIBED.
 GC0287'
 GC0287'THE STATION IS 3.1 FEET SOUTH OF A WITNESS POST AND 3 FEET NORTH OF A
 GC0287'FENCE LINE.  IT IS STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 GC0287'CONCRETE POST, FLUSH, AND IS STAMPED CANEY 1960.
 GC0287'
 GC0287'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF A FENCE LINE.  IT IS A
 GC0287'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GC0287'IS STAMPED CANEY NO 1 1960.
 GC0287'
 GC0287'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF A FENCE LINE.  IT IS A
 GC0287'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GC0287'IS STAMPED CANEY NO 2 1960.
 GC0287'
 GC0287'TRAVERSE STATION TS E2 WAS USED AS THE AZIMUTH MARK.  A TELLUROMETER
 GC0287'TRAVERSE CONNECTION WAS MADE.  SEE DESCRIPTION THEREOF.
 GC0287
 GC0287                          STATION RECOVERY (1960)
 GC0287
 GC0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0287'10.9 MI E FROM LEBANON.
 GC0287'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0287'MILE, THEN 9.7 MILES EAST ON BLUE BIRD ROAD TO A FORK, KEEP
 GC0287'RIGHT AND GO EAST FOR 0.45 MILE TO A GATE ON THE RIGHT, TURN
 GC0287'RIGHT AND GO 0.1 MILE TO A HOUSE, TURN UPHILL, WEST, FOR 0.1
 GC0287'MILE TO THE STATION AS DESCRIBED.  THE STATION MARK IS 3.1 FT.
 GC0287'SOUTH OF A WITNESS SIGN AND 3 FT. NORTH OF A FENCE.  THE DISK
 GC0287'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0287'NOTE-- THIS STATION IS ABOUT 2.3 MILES WEST ON INTERSTATE
 GC0287'HIGHWAY 40 FROM B.M. G 227.
 GC0287
 GC0287                          STATION RECOVERY (1963)
 GC0287
 GC0287'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1963 (AHC)
 GC0287'CANEY 1960, CANEY NO 1 1960, MONUMENTS WERE FOUND LYING ON THEIR
 GC0287'SIDES NEAR THE DESCRIBED LOCATION.  THE TOP OF HILL ON WHICH THESE
 GC0287'WERE LOCATED HAD BEEN REMOVED AS FILL FOR I-40 NEARBY.
 GC0287'
 GC0287'CANEY NO 2 WAS NOT FOUND BUT ALMOST CERTAINLY HAD ALSO BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1055 ***********************************************************************
 GA1055  DESIGNATION -  CANEY
 GA1055  PID         -  GA1055
 GA1055  STATE/COUNTY-  TN/GREENE
 GA1055  USGS QUAD   -  BAILEYTON (1971)
 GA1055
 GA1055                         *CURRENT SURVEY CONTROL
 GA1055  ___________________________________________________________________
 GA1055* NAD 83(1995)-  36 20 57.65927(N)    082 47 39.16022(W)     ADJUSTED  
 GA1055* NAVD 88     -       412.870  (meters)    1354.56   (feet)  ADJUSTED  
 GA1055  ___________________________________________________________________
 GA1055  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 GA1055  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1055  DYNAMIC HT  -         412.489 (meters)    1353.31  (feet)  COMP
 GA1055  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 GA1055
 GA1055  HORZ ORDER  -  SECOND
 GA1055  VERT ORDER  -  SECOND    CLASS 0
 GA1055
 GA1055.The horizontal coordinates were established by classical geodetic methods
 GA1055.and adjusted by the National Geodetic Survey in April 1999..
 GA1055
 GA1055.The orthometric height was determined by differential leveling
 GA1055.and adjusted by the National Geodetic Survey in June 1991..
 GA1055
 GA1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1055
 GA1055.The geoid height was determined by GEOID03.
 GA1055
 GA1055.The dynamic height is computed by dividing the NAVD 88
 GA1055.geopotential number by the normal gravity value computed on the
 GA1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1055.degrees latitude (g = 980.6199 gals.).
 GA1055
 GA1055.The modeled gravity was interpolated from observed gravity values.
 GA1055
 GA1055;                    North         East     Units Scale Factor Converg.
 GA1055;SPC TN       -   228,391.412   887,710.835   MT  0.99998875   +1 52 36.5
 GA1055;SPC TN       -   749,314.16  2,912,431.30   sFT  0.99998875   +1 52 36.5
 GA1055;UTM  17      - 4,024,191.989   339,000.337   MT  0.99991937   -1 03 49.2
 GA1055
 GA1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1055!SPC TN       -   0.99994013  x   0.99998875  =   0.99992888
 GA1055!UTM  17      -   0.99994013  x   0.99991937  =   0.99985951
 GA1055
 GA1055|---------------------------------------------------------------------|
 GA1055| PID    Reference Object                     Distance      Geod. Az  |
 GA1055|                                                           dddmmss.s |
 GA1055| GA1056 CANEY RM 1                           21.823 METERS 00636     |
 GA1055| GA1058 CANEY AZ MK                                        1223325.8 |
 GA1055| GA1057 CANEY RM 2                           17.913 METERS 30507     |
 GA1055|---------------------------------------------------------------------|
 GA1055
 GA1055                          SUPERSEDED SURVEY CONTROL
 GA1055
 GA1055  NAD 83(1995)-  36 20 57.66160(N)    082 47 39.16307(W) AD(       ) 2
 GA1055  NAD 83(1995)-  36 20 57.66852(N)    082 47 39.17452(W) AD(       ) 2
 GA1055  NAD 83(1995)-  36 20 57.66386(N)    082 47 39.16284(W) AD(       ) 2
 GA1055  NAD 83(1986)-  36 20 57.66646(N)    082 47 39.16378(W) AD(       ) 2
 GA1055  NAD 27      -  36 20 57.30720(N)    082 47 39.59090(W) AD(       ) 2
 GA1055  NGVD 29 (??/??/92)  413.009  (m)         1355.01   (f) ADJ UNCH    2 0
 GA1055
 GA1055.Superseded values are not recommended for survey control.
 GA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1055.See file dsdata.txt to determine how the superseded data were derived.
 GA1055
 GA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3900024192(NAD 83)
 GA1055_MARKER: DE = TRAVERSE STATION DISK
 GA1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1055_STAMPING: CANEY 1961
 GA1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1055+STABILITY: SURFACE MOTION
 GA1055
 GA1055  HISTORY     - Date     Condition        Report By
 GA1055  HISTORY     - 1961     MONUMENTED       CGS
 GA1055  HISTORY     - 1961     GOOD             CGS
 GA1055  HISTORY     - 1972     GOOD             NGS
 GA1055  HISTORY     - 1972     GOOD             NGS
 GA1055
 GA1055                          STATION DESCRIPTION
 GA1055
 GA1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1055'THE STATION IS ON TOP OF A GRASSY KNOLL, ABOUT 5 MILES WEST OF
 GA1055'JEAROLDSTOWN, 2-1/2 MILES
 GA1055'EAST OF BAILEYTON, AND 1/2 MILE NORTHWEST OF THE CANEY
 GA1055'CREEK COMMUNITY.
 GA1055'
 GA1055'TO REACH FROM THE CROSSROAD, JUST WEST OF THE V. E. JONES GROCERY IN
 GA1055'THE CANEY CREEK COMMUNITY,
 GA1055'ABOUT 2.8 MILES EAST OF BAILEYTON, GO NORTHERLY ON A
 GA1055'GRAVELED ROAD FOR 0.3 MILE TO THE
 GA1055'H.  S.  WHITE FARM BUILDINGS ON THE
 GA1055'RIGHT AND A FIELD ROAD ON THE LEFT.  HERE TURN LEFT
 GA1055'ON THIS FIELD
 GA1055'ROAD AND GO WESTERLY FOR ABOUT 0.3 MILE TO THE HIGHEST POINT OF A
 GA1055'GRASSY KNOLL AND
 GA1055'THE STATION AS DESCRIBED.  THIS STATION WILL BE A
 GA1055'PACK FROM THE GRAVELED ROAD IN WET
 GA1055'WEATHER.
 GA1055'
 GA1055'THE STATION IS 71.7 FEET SOUTHWEST OF A WITNESS POST AND 63 FEET
 GA1055'SOUTH OF A WIRE FENCE.
 GA1055'IT IS A STANDARD DISK, SET IN A FLUSH CONCRETE MONUMENT
 GA1055'AND IS STAMPED CANEY 1961.
 GA1055'
 GA1055'REFERENCE MARK NO. 1 IS 1.7 FEET EAST OF A WITNESS POST, 1 FOOT SOUTH
 GA1055'OF A WIRE FENCE AND
 GA1055'ABOUT 5 FEET BELOW THE ELEVATION OF THE STATION.  IT
 GA1055'IS A STANDARD DISK, SET IN A
 GA1055'FLUSH CONCRETE MONUMENT AND IS STAMPED
 GA1055'CANEY NO 1 1961.
 GA1055'
 GA1055'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A WIRE FENCE AND ABOUT 6 FEET
 GA1055'BELOW THE ELEVATION OF THE
 GA1055'STATION.  IT IS A STANDARD DISK, SET IN A FLUSH
 GA1055'CONCRETE MONUMENT AND IS STAMPED
 GA1055'CANEY NO 2 1961.
 GA1055'
 GA1055'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GA1055'67.4 FEET.
 GA1055'
 GA1055'THE AZIMUTH MARK IS 68 FEET SOUTH OF THE CENTER OF AN OILED ROAD, 4.0
 GA1055'FEET SOUTH OF THE NORTH
 GA1055'EDGE OF A SIDEWALK, 3.5 FEET NORTH OF THE
 GA1055'NORTHEAST CORNER OF A STORE BUILDING,
 GA1055'AND 2.0 FEET WEST OF THE EAST
 GA1055'EDGE OF A SIDEWALK.  IT IS A STANDARD DISK, CEMENTED IN
 GA1055'A DRILL HOLE
 GA1055'FLUSH WITH THE TOP OF THE SIDEWALK IN FRONT OF THE V.E.  JONES
 GA1055'GROCERY IN THE
 GA1055'COMMUNITY OF CANEY CREEK, AND IS STAMPED CANEY 1961.
 GA1055
 GA1055                          STATION RECOVERY (1961)
 GA1055
 GA1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA1055'3.2 MI E FROM BAILEYTON.
 GA1055'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 2.65 MILE EAST ON
 GA1055'ROMEO ROAD TO A T JUNCTION ON THE LEFT, JUST AFTER PASSING THE
 GA1055'CANEY CREEK CHURCH, THEN GO 0.2 MILE NORTHWEST ON THE GRAVELED ROAD
 GA1055'PASSING A FARM HOUSE ON THE RIGHT, THEN GO ABOUT 0.3 MILE NORTH
 GA1055'ACROSS HAY FIELD AND PASTURE TO THE CREST OF A HILL AND THE
 GA1055'STATION.  THE STATION MARK IS 71.7 FT. SOUTHWEST OF A WITNESS SIGN
 GA1055'AND 63 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A
 GA1055'CONCRETE POST FLUSH WITH THE GROUND.
 GA1055
 GA1055                          STATION RECOVERY (1972)
 GA1055
 GA1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GA1055'MARK FOUND AS DESCRIBED AND IN GOOD CONDITION.
 GA1055'
 GA1055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3.15 MILES
 GA1055'EAST LINE 127.
 GA1055
 GA1055                          STATION RECOVERY (1972)
 GA1055
 GA1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3505 ***********************************************************************
 GA3505  DESIGNATION -  CANEY
 GA3505  PID         -  GA3505
 GA3505  STATE/COUNTY-  TN/COCKE
 GA3505  USGS QUAD   -  PARROTTSVILLE (1971)
 GA3505
 GA3505                         *CURRENT SURVEY CONTROL
 GA3505  ___________________________________________________________________
 GA3505* NAD 83(1995)-  36 03 08.72026(N)    083 01 18.75755(W)     ADJUSTED  
 GA3505* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 GA3505  ___________________________________________________________________
 GA3505  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GA3505  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA3505
 GA3505  HORZ ORDER  -  SECOND
 GA3505
 GA3505.The horizontal coordinates were established by classical geodetic methods
 GA3505.and adjusted by the National Geodetic Survey in April 1999..
 GA3505
 GA3505.The orthometric height was scaled from a topographic map.
 GA3505
 GA3505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3505
 GA3505.The geoid height was determined by GEOID03.
 GA3505
 GA3505;                    North         East     Units Scale Factor Converg.
 GA3505;SPC TN       -   194,814.237   868,287.405   MT  0.99995564   +1 44 36.6
 GA3505;SPC TN       -   639,153.04  2,848,706.26   sFT  0.99995564   +1 44 36.6
 GA3505;UTM  17      - 3,991,654.459   317,881.985   MT  1.00000869   -1 11 24.9
 GA3505
 GA3505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3505!SPC TN       -   0.99993349  x   0.99995564  =   0.99988914
 GA3505!UTM  17      -   0.99993349  x   1.00000869  =   0.99994218
 GA3505
 GA3505:                Primary Azimuth Mark                     Grid Az
 GA3505:SPC TN       -  CANEY AZ MK                              076 05 40.6
 GA3505:UTM  17      -  CANEY AZ MK                              079 01 42.1
 GA3505
 GA3505|---------------------------------------------------------------------|
 GA3505| PID    Reference Object                     Distance      Geod. Az  |
 GA3505|                                                           dddmmss.s |
 GA3505| DB8935 CANEY AZ MK                                        0775017.2 |
 GA3505| DB8936 CANEY RM 1                           36.494 METERS 08538     |
 GA3505| GA3398 CAMP CREEK BALD FIRE LOT            APPROX.27.8 KM 0963316.2 |
 GA3505| DB8937 CANEY RM 2                           35.226 METERS 22218     |
 GA3505|---------------------------------------------------------------------|
 GA3505
 GA3505                          SUPERSEDED SURVEY CONTROL
 GA3505
 GA3505  NAD 83(1995)-  36 03 08.72493(N)    083 01 18.76226(W) AD(       ) 2
 GA3505  NAD 83(1995)-  36 03 08.73063(N)    083 01 18.76362(W) AD(       ) 2
 GA3505  NAD 83(1995)-  36 03 08.72604(N)    083 01 18.76107(W) AD(       ) 2
 GA3505  NAD 83(1986)-  36 03 08.73002(N)    083 01 18.76134(W) AD(       ) 2
 GA3505  NAD 27      -  36 03 08.36800(N)    083 01 19.20800(W) AD(       ) 2
 GA3505
 GA3505.Superseded values are not recommended for survey control.
 GA3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3505.See file dsdata.txt to determine how the superseded data were derived.
 GA3505
 GA3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1788291654(NAD 83)
 GA3505_MARKER: DS = TRIANGULATION STATION DISK
 GA3505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3505
 GA3505  HISTORY     - Date     Condition        Report By
 GA3505  HISTORY     - 1934     MONUMENTED       CGS
 GA3505
 GA3505                          STATION DESCRIPTION
 GA3505
 GA3505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3505'ABOUT 2-1/2 MILES NORTH-NORTHEAST OF SALEM, 2 MILES WEST OF CANEY
 GA3505'BRANCH, JUST WEST
 GA3505'OF WEST CHAPEL CHURCH, ON CULTIVATED RIDGE AT EAST
 GA3505'EDGE OF WOODS, AND ON THE OLD
 GA3505'MCINTOSH FARM (OWNED BY GREENSBORO
 GA3505'JOINT LAND CO.) TO REACH FROM CANEY BRANCH,
 GA3505'ABOUT 12 MILES SOUTHWEST
 GA3505'OF GREENEVILLE ON ROUTE 35, GO 2.5 MILES NORTHWEST ON GRAVEL
 GA3505'ROAD
 GA3505'(WARRENSBURG ROAD) PAST YELLOW GARAGE (0.2 MILES BEYOND TRANSMISSION
 GA3505'LINE) TO OLD WHITE
 GA3505'FRAME HOUSE ON LEFT (HOME OF H.B.  MCINTOSH), TURN
 GA3505'LEFT HERE AND GO 1/2 MILE UP HILL
 GA3505'BEHIND HOUSE TO TOP OF RIDGE AND
 GA3505'STATION SITE 25 FEET WEST- NORTHWEST OF TRANSMISSION
 GA3505'LINE, 61.5 FEET
 GA3505'NORTH-NORTHEAST OF NORTH LEG OF TOWER NO.  154, AND 10 FEET
 GA3505'EAST-SOUTHEAST OF
 GA3505'RAIL FENCE.  SURFACE AND UNDERGROUND MARKS ARE
 GA3505'STANDARD STATION DISKS IN CONCRETE.
 GA3505'REFERENCE MARK
 GA3505'NO. 1 IS STANDARD REFERENCE DISK IN BEDROCK,
 GA3505'ABOUT 40 FEET
 GA3505'SOUTHEAST OF TRANSMISSION LINE AND 119.73 FEET FROM STATION
 GA3505'N 85 DEG 38 MIN E.
 GA3505'REFERENCE MARK NO. 2 AND AZIMUTH
 GA3505'MARK ARE STANDARD REFERENCE
 GA3505'DISKS IN CONCRETE.  NO. 2 IS
 GA3505'15 FEET NORTHWEST OF TRANSMISSION LINE, ON
 GA3505'RAIL FENCE LINE, AND
 GA3505'115.57 FEET FROM STATION S 42 DEG 18 MIN W.
 GA3505'AZIMUTH MARK IS
 GA3505'ABOUT 25 YARDS WEST OF PIERSON BRIGGS HOME, 25 FEET NORTHEAST
 GA3505'OF CENTER OF ROAD, ON
 GA3505'FENCE LINE ON PROPERTY OF C.H.  BRIGGS, AND
 GA3505'ABOUT 1.5 MILES FROM STATION
 GA3505'N 77 DEG 50 MIN E.
 GA3505'BEARING FROM STATION TO CAMP CREEK BALD, FIRE
 GA3505'LOOKOUT
 GA3505'TOWER, DISTANT 17.3 MILES, IS S 83 DEG 27 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1509 ***********************************************************************
 FD1509  DESIGNATION -  CANEY
 FD1509  PID         -  FD1509
 FD1509  STATE/COUNTY-  TN/WILLIAMSON
 FD1509  USGS QUAD   -  CRAIGFIELD (1979)
 FD1509
 FD1509                         *CURRENT SURVEY CONTROL
 FD1509  ___________________________________________________________________
 FD1509* NAD 83(1995)-  35 57 15.17182(N)    087 08 30.94630(W)     ADJUSTED  
 FD1509* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 FD1509  ___________________________________________________________________
 FD1509  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FD1509  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1509
 FD1509  HORZ ORDER  -  SECOND
 FD1509
 FD1509.The horizontal coordinates were established by classical geodetic methods
 FD1509.and adjusted by the National Geodetic Survey in April 1999..
 FD1509
 FD1509.The orthometric height was scaled from a topographic map.
 FD1509
 FD1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1509
 FD1509.The geoid height was determined by GEOID03.
 FD1509
 FD1509;                    North         East     Units Scale Factor Converg.
 FD1509;SPC TN       -   180,436.370   496,987.368   MT  0.99995059   -0 40 06.7
 FD1509;SPC TN       -   591,981.66  1,630,532.72   sFT  0.99995059   -0 40 06.7
 FD1509;UTM  16      - 3,978,879.487   487,200.835   MT  0.99960202   -0 04 60.0
 FD1509
 FD1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1509!SPC TN       -   0.99996023  x   0.99995059  =   0.99991082
 FD1509!UTM  16      -   0.99996023  x   0.99960202  =   0.99956227
 FD1509
 FD1509|---------------------------------------------------------------------|
 FD1509| PID    Reference Object                     Distance      Geod. Az  |
 FD1509|                                                           dddmmss.s |
 FD1509| CG5014 CANEY RM 1                           26.500 METERS 14939     |
 FD1509| CG5013 CANEY AZ MK                                        2005025.9 |
 FD1509| CG5015 CANEY RM 2                           28.340 METERS 27610     |
 FD1509|---------------------------------------------------------------------|
 FD1509
 FD1509                          SUPERSEDED SURVEY CONTROL
 FD1509
 FD1509  NAD 83(1995)-  35 57 15.17386(N)    087 08 30.94936(W) AD(       ) 2
 FD1509  NAD 83(1986)-  35 57 15.18268(N)    087 08 30.94927(W) AD(       ) 2
 FD1509  NAD 27      -  35 57 14.95300(N)    087 08 30.92400(W) AD(       ) 2
 FD1509
 FD1509.Superseded values are not recommended for survey control.
 FD1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1509.See file dsdata.txt to determine how the superseded data were derived.
 FD1509
 FD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8720178879(NAD 83)
 FD1509_MARKER: DS = TRIANGULATION STATION DISK
 FD1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1509
 FD1509  HISTORY     - Date     Condition        Report By
 FD1509  HISTORY     - 1953     MONUMENTED       CGS
 FD1509
 FD1509                          STATION DESCRIPTION
 FD1509
 FD1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1509'STATION IS LOCATED 16 MILES SOUTHEAST OF DICKSON AND 2 MILES
 FD1509'SOUTHWEST OF FAIRVIEW
 FD1509'ON PROPERTY OWNED BY ALBERT BETHSHEARS.  IT IS 303 FEET WEST
 FD1509'OF THE INTERSECTION OF
 FD1509'STATE HIGHWAY 100 AND CROW CUT ROAD, 25 FEET
 FD1509'NORTH OF THE CENTER OF AN ENTRANCE DRIVE
 FD1509'AND 24 FEET SOUTH OF THE
 FD1509'CENTER OF CROW CUT ROAD.  THE MARK IS FLUSH AND THE DISK IS
 FD1509'STAMPED CANEY
 FD1509'1953.
 FD1509'
 FD1509'REFERENCE MARK NO 1 IS 18 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 FD1509'DRIVE AND 1 FOOT NORTH OF A
 FD1509'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 FD1509'IS STAMPED CANEY NO 1 1953.
 FD1509'
 FD1509'REFERENCE MARK NO 2 IS 20 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 FD1509'DRIVE, 2 FEET EAST FO A
 FD1509'WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 FD1509'THE MARK PROJECTS 2 INCHES AND
 FD1509'THE DISK IS STAMPED CANEY NO 2 1953.
 FD1509'
 FD1509'AZIMUTH MARK IS 72 FEET WEST OF THE CENTER OF STATE HIGHWAY 100, 18
 FD1509'FEET NORTH OF THE CENTER OF
 FD1509'AN ENTRANCE DRIVE, 2 FEET WEST OF A WHITE WITNESS
 FD1509'POST AND 1 FOOT SOUTH OF A FENCE
 FD1509'LINE.  THE MARK PROJECTS 4 INCHES
 FD1509'AND THE DISK IS STAMPED CANEY 1953.
 FD1509'
 FD1509'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1509'96 IN FAIRVIEW, GO
 FD1509'SOUTHEAST ON HIGHWAY 100 FOR 2.2 MILES TO THE
 FD1509'INTERSECTION OF CROW CUT ROAD
 FD1509'AND THE STATION AS DESCRIBED.  CONTINUE
 FD1509'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FD1509'DESCRIBED.
 FD1509'
 FD1509'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1058 ***********************************************************************
 GA1058  DESIGNATION -  CANEY AZ MK
 GA1058  PID         -  GA1058
 GA1058  STATE/COUNTY-  TN/GREENE
 GA1058  USGS QUAD   -  BAILEYTON (1971)
 GA1058
 GA1058                         *CURRENT SURVEY CONTROL
 GA1058  ___________________________________________________________________
 GA1058* NAD 83(1986)-  36 20 44.     (N)    082 47 14.     (W)     SCALED    
 GA1058* NAVD 88     -       381.743  (meters)    1252.44   (feet)  ADJUSTED  
 GA1058  ___________________________________________________________________
 GA1058  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1058  DYNAMIC HT  -         381.390 (meters)    1251.28  (feet)  COMP
 GA1058  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 GA1058
 GA1058  VERT ORDER  -  SECOND    CLASS 0
 GA1058
 GA1058.The horizontal coordinates were scaled from a topographic map and have
 GA1058.an estimated accuracy of +/- 6 seconds.
 GA1058
 GA1058.The orthometric height was determined by differential leveling
 GA1058.and adjusted by the National Geodetic Survey in June 1991..
 GA1058
 GA1058.The geoid height was determined by GEOID03.
 GA1058
 GA1058.The dynamic height is computed by dividing the NAVD 88
 GA1058.geopotential number by the normal gravity value computed on the
 GA1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1058.degrees latitude (g = 980.6199 gals.).
 GA1058
 GA1058.The modeled gravity was interpolated from observed gravity values.
 GA1058
 GA1058;                    North         East    Units  Estimated Accuracy
 GA1058;SPC TN       -   227,990.      888,350.      MT  (+/- 180 meters Scaled)
 GA1058
 GA1058                          SUPERSEDED SURVEY CONTROL
 GA1058
 GA1058  NGVD 29 (??/??/92)  381.881  (m)         1252.89   (f) ADJ UNCH    2 0
 GA1058
 GA1058.Superseded values are not recommended for survey control.
 GA1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1058.See file dsdata.txt to determine how the superseded data were derived.
 GA1058
 GA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA396237(NAD 83)
 GA1058_MARKER: DZ = AZIMUTH MARK DISK
 GA1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1058_SP_SET: SIDEWALK
 GA1058_STAMPING: CANEY 1961
 GA1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1058
 GA1058  HISTORY     - Date     Condition        Report By
 GA1058  HISTORY     - 1961     MONUMENTED       CGS
 GA1058  HISTORY     - 1972     GOOD             NGS
 GA1058
 GA1058                          STATION DESCRIPTION
 GA1058
 GA1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1058'3 MI E FROM BAILEYTON.
 GA1058'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 2.95 MILES EAST ON
 GA1058'ROMEO ROAD TO THE V.E. JONES GROCERY IN THE CANEY CREEK COMMUNITY.
 GA1058'THE AZIMUTH MARK IS 68 FT. SOUTH OF THE CENTER OF THE PAVED ROAD,
 GA1058'4 FT. SOUTH OF THE NORTH EDGE OF THE SIDEWALK, 3.5 FT. NORTH OF
 GA1058'THE NORTHEAST CORNER OF THE STORE BUILDING, AND 2 FT. WEST OF THE
 GA1058'EAST EDGE OF THE SIDEWALK.  THE DISK IS CEMENTED IN A DRILL HOLE
 GA1058'IN THE SIDEWALK.
 GA1058
 GA1058                          STATION RECOVERY (1972)
 GA1058
 GA1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0286 ***********************************************************************
 GC0286  DESIGNATION -  CANEY RM 1
 GC0286  PID         -  GC0286
 GC0286  STATE/COUNTY-  TN/WILSON
 GC0286  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0286
 GC0286                         *CURRENT SURVEY CONTROL
 GC0286  ___________________________________________________________________
 GC0286* NAD 83(1986)-  36 10 06.     (N)    086 07 00.     (W)     SCALED    
 GC0286* NAVD 88     -       242.843  (meters)     796.73   (feet)  ADJUSTED  
 GC0286  ___________________________________________________________________
 GC0286  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0286  DYNAMIC HT  -         242.638 (meters)     796.05  (feet)  COMP
 GC0286  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GC0286
 GC0286  VERT ORDER  -  SECOND    CLASS 0
 GC0286
 GC0286.The horizontal coordinates were scaled from a topographic map and have
 GC0286.an estimated accuracy of +/- 6 seconds.
 GC0286
 GC0286.The orthometric height was determined by differential leveling
 GC0286.and adjusted by the National Geodetic Survey in June 1991..
 GC0286
 GC0286.The geoid height was determined by GEOID03.
 GC0286
 GC0286.The dynamic height is computed by dividing the NAVD 88
 GC0286.geopotential number by the normal gravity value computed on the
 GC0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0286.degrees latitude (g = 980.6199 gals.).
 GC0286
 GC0286.The modeled gravity was interpolated from observed gravity values.
 GC0286
 GC0286;                    North         East    Units  Estimated Accuracy
 GC0286;SPC TN       -   203,600.      589,500.      MT  (+/- 180 meters Scaled)
 GC0286
 GC0286                          SUPERSEDED SURVEY CONTROL
 GC0286
 GC0286  NGVD 29 (??/??/92)  242.904  (m)          796.93   (f) ADJ UNCH    2 0
 GC0286
 GC0286.Superseded values are not recommended for survey control.
 GC0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0286.See file dsdata.txt to determine how the superseded data were derived.
 GC0286
 GC0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF794029(NAD 83)
 GC0286_MARKER: DR = REFERENCE MARK DISK
 GC0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0286_STAMPING: CANEY NO 1 1960
 GC0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0286+STABILITY: SURFACE MOTION
 GC0286
 GC0286  HISTORY     - Date     Condition        Report By
 GC0286  HISTORY     - 1960     MONUMENTED       CGS
 GC0286
 GC0286                          STATION DESCRIPTION
 GC0286
 GC0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0286'10.9 MI E FROM LEBANON.
 GC0286'THIS MARK IS LOCATED AT THE CANEY 1960 STATION SITE, 19.4 FT.
 GC0286'EAST OF THE STATION MARK AND 4 FT. NORTH OF A FENCE.  THE DISK
 GC0286'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1056 ***********************************************************************
 GA1056  DESIGNATION -  CANEY RM 1
 GA1056  PID         -  GA1056
 GA1056  STATE/COUNTY-  TN/GREENE
 GA1056  USGS QUAD   -  BAILEYTON (1971)
 GA1056
 GA1056                         *CURRENT SURVEY CONTROL
 GA1056  ___________________________________________________________________
 GA1056* NAD 83(1986)-  36 20 57.     (N)    082 47 39.     (W)     SCALED    
 GA1056* NAVD 88     -       410.573  (meters)    1347.02   (feet)  ADJUSTED  
 GA1056  ___________________________________________________________________
 GA1056  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1056  DYNAMIC HT  -         410.194 (meters)    1345.78  (feet)  COMP
 GA1056  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 GA1056
 GA1056  VERT ORDER  -  SECOND    CLASS 0
 GA1056
 GA1056.The horizontal coordinates were scaled from a topographic map and have
 GA1056.an estimated accuracy of +/- 6 seconds.
 GA1056
 GA1056.The orthometric height was determined by differential leveling
 GA1056.and adjusted by the National Geodetic Survey in June 1991..
 GA1056
 GA1056.The geoid height was determined by GEOID03.
 GA1056
 GA1056.The dynamic height is computed by dividing the NAVD 88
 GA1056.geopotential number by the normal gravity value computed on the
 GA1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1056.degrees latitude (g = 980.6199 gals.).
 GA1056
 GA1056.The modeled gravity was interpolated from observed gravity values.
 GA1056
 GA1056;                    North         East    Units  Estimated Accuracy
 GA1056;SPC TN       -   228,370.      887,720.      MT  (+/- 180 meters Scaled)
 GA1056
 GA1056                          SUPERSEDED SURVEY CONTROL
 GA1056
 GA1056  NGVD 29 (??/??/92)  410.712  (m)         1347.48   (f) ADJ UNCH    2 0
 GA1056
 GA1056.Superseded values are not recommended for survey control.
 GA1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1056.See file dsdata.txt to determine how the superseded data were derived.
 GA1056
 GA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA390241(NAD 83)
 GA1056_MARKER: DR = REFERENCE MARK DISK
 GA1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1056_STAMPING: CANEY NO 1 1961
 GA1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1056+STABILITY: SURFACE MOTION
 GA1056
 GA1056  HISTORY     - Date     Condition        Report By
 GA1056  HISTORY     - 1961     MONUMENTED       CGS
 GA1056  HISTORY     - 1972     GOOD             NGS
 GA1056
 GA1056                          STATION DESCRIPTION
 GA1056
 GA1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1056'3.2 MI E FROM BAILEYTON.
 GA1056'THIS MARK IS LOCATED AT THE CANEY 1961 STATION SITE, 71.6 FT.
 GA1056'NORTHEAST OF THE STATION MARK, 1.7 FT. EAST OF A WITNESS SIGN AND
 GA1056'1 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA1056'FLUSH WITH THE GROUND.  NOTE-- SEE DESCRIPTION FOR STATION CANEY.
 GA1056
 GA1056                          STATION RECOVERY (1972)
 GA1056
 GA1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0288 ***********************************************************************
 GC0288  DESIGNATION -  CANEY RM 2
 GC0288  PID         -  GC0288
 GC0288  STATE/COUNTY-  TN/WILSON
 GC0288  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0288
 GC0288                         *CURRENT SURVEY CONTROL
 GC0288  ___________________________________________________________________
 GC0288* NAD 83(1986)-  36 10 06.     (N)    086 07 00.     (W)     SCALED    
 GC0288* NAVD 88     -       242.795  (meters)     796.57   (feet)  ADJUSTED  
 GC0288  ___________________________________________________________________
 GC0288  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0288  DYNAMIC HT  -         242.590 (meters)     795.90  (feet)  COMP
 GC0288  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GC0288
 GC0288  VERT ORDER  -  SECOND    CLASS 0
 GC0288
 GC0288.The horizontal coordinates were scaled from a topographic map and have
 GC0288.an estimated accuracy of +/- 6 seconds.
 GC0288
 GC0288.The orthometric height was determined by differential leveling
 GC0288.and adjusted by the National Geodetic Survey in June 1991..
 GC0288
 GC0288.The geoid height was determined by GEOID03.
 GC0288
 GC0288.The dynamic height is computed by dividing the NAVD 88
 GC0288.geopotential number by the normal gravity value computed on the
 GC0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0288.degrees latitude (g = 980.6199 gals.).
 GC0288
 GC0288.The modeled gravity was interpolated from observed gravity values.
 GC0288
 GC0288;                    North         East    Units  Estimated Accuracy
 GC0288;SPC TN       -   203,600.      589,500.      MT  (+/- 180 meters Scaled)
 GC0288
 GC0288                          SUPERSEDED SURVEY CONTROL
 GC0288
 GC0288  NGVD 29 (??/??/92)  242.856  (m)          796.77   (f) ADJ UNCH    2 0
 GC0288
 GC0288.Superseded values are not recommended for survey control.
 GC0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0288.See file dsdata.txt to determine how the superseded data were derived.
 GC0288
 GC0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF794029(NAD 83)
 GC0288_MARKER: DR = REFERENCE MARK DISK
 GC0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0288_STAMPING: CANEY NO 2 1960
 GC0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0288+STABILITY: SURFACE MOTION
 GC0288
 GC0288  HISTORY     - Date     Condition        Report By
 GC0288  HISTORY     - 1960     MONUMENTED       CGS
 GC0288
 GC0288                          STATION DESCRIPTION
 GC0288
 GC0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0288'10.9 MI E FROM LEBANON.
 GC0288'THIS MARK IS LOCATED AT THE CANEY 1960 STATION SITE, 18.3 FT.
 GC0288'WEST OF THE STATION MARK AND 3 FT. NORTH OF A FENCE.  THE
 GC0288'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0288'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1057 ***********************************************************************
 GA1057  DESIGNATION -  CANEY RM 2
 GA1057  PID         -  GA1057
 GA1057  STATE/COUNTY-  TN/GREENE
 GA1057  USGS QUAD   -  BAILEYTON (1971)
 GA1057
 GA1057                         *CURRENT SURVEY CONTROL
 GA1057  ___________________________________________________________________
 GA1057* NAD 83(1986)-  36 20 57.     (N)    082 47 39.     (W)     SCALED    
 GA1057* NAVD 88     -       409.860  (meters)    1344.68   (feet)  ADJUSTED  
 GA1057  ___________________________________________________________________
 GA1057  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1057  DYNAMIC HT  -         409.481 (meters)    1343.44  (feet)  COMP
 GA1057  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 GA1057
 GA1057  VERT ORDER  -  SECOND    CLASS 0
 GA1057
 GA1057.The horizontal coordinates were scaled from a topographic map and have
 GA1057.an estimated accuracy of +/- 6 seconds.
 GA1057
 GA1057.The orthometric height was determined by differential leveling
 GA1057.and adjusted by the National Geodetic Survey in June 1991..
 GA1057
 GA1057.The geoid height was determined by GEOID03.
 GA1057
 GA1057.The dynamic height is computed by dividing the NAVD 88
 GA1057.geopotential number by the normal gravity value computed on the
 GA1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1057.degrees latitude (g = 980.6199 gals.).
 GA1057
 GA1057.The modeled gravity was interpolated from observed gravity values.
 GA1057
 GA1057;                    North         East    Units  Estimated Accuracy
 GA1057;SPC TN       -   228,370.      887,720.      MT  (+/- 180 meters Scaled)
 GA1057
 GA1057                          SUPERSEDED SURVEY CONTROL
 GA1057
 GA1057  NGVD 29 (??/??/92)  409.999  (m)         1345.14   (f) ADJ UNCH    2 0
 GA1057
 GA1057.Superseded values are not recommended for survey control.
 GA1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1057.See file dsdata.txt to determine how the superseded data were derived.
 GA1057
 GA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA390241(NAD 83)
 GA1057_MARKER: DR = REFERENCE MARK DISK
 GA1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1057_STAMPING: CANEY NO 2 1961
 GA1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1057+STABILITY: SURFACE MOTION
 GA1057
 GA1057  HISTORY     - Date     Condition        Report By
 GA1057  HISTORY     - 1961     MONUMENTED       CGS
 GA1057  HISTORY     - 1972     GOOD             NGS
 GA1057
 GA1057                          STATION DESCRIPTION
 GA1057
 GA1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1057'3.2 MI E FROM BAILEYTON.
 GA1057'THIS MARK IS LOCATED AT THE CANEY 1961 STATION SITE, 59 FT.
 GA1057'NORTHWEST OF THE STATION MARK AND 1 FT. SOUTH OF A WIRE FENCE.
 GA1057'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GA1057'NOTE-- SEE DESCRIPTION FOR STATION CANEY.
 GA1057
 GA1057                          STATION RECOVERY (1972)
 GA1057
 GA1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2067 ***********************************************************************
 GA2067  DESIGNATION -  CANSLER
 GA2067  PID         -  GA2067
 GA2067  STATE/COUNTY-  TN/HAMBLEN
 GA2067  USGS QUAD   -  SPRINGVALE (1980)
 GA2067
 GA2067                         *CURRENT SURVEY CONTROL
 GA2067  ___________________________________________________________________
 GA2067* NAD 83(1995)-  36 10 08.33135(N)    083 13 08.75481(W)     ADJUSTED  
 GA2067* NAVD 88     -       354.448  (meters)    1162.88   (feet)  ADJUSTED  
 GA2067  ___________________________________________________________________
 GA2067  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 GA2067  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA2067  DYNAMIC HT  -         354.119 (meters)    1161.81  (feet)  COMP
 GA2067  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GA2067
 GA2067  HORZ ORDER  -  SECOND
 GA2067  VERT ORDER  -  SECOND    CLASS 0
 GA2067
 GA2067.The horizontal coordinates were established by classical geodetic methods
 GA2067.and adjusted by the National Geodetic Survey in April 1999..
 GA2067
 GA2067.The orthometric height was determined by differential leveling
 GA2067.and adjusted by the National Geodetic Survey in June 1991..
 GA2067
 GA2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2067
 GA2067.The geoid height was determined by GEOID03.
 GA2067
 GA2067.The dynamic height is computed by dividing the NAVD 88
 GA2067.geopotential number by the normal gravity value computed on the
 GA2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2067.degrees latitude (g = 980.6199 gals.).
 GA2067
 GA2067.The modeled gravity was interpolated from observed gravity values.
 GA2067
 GA2067;                    North         East     Units Scale Factor Converg.
 GA2067;SPC TN       -   207,219.220   850,158.011   MT  0.99996543   +1 37 41.0
 GA2067;SPC TN       -   679,851.72  2,789,226.74   sFT  0.99996543   +1 37 41.0
 GA2067;UTM  17      - 4,004,972.905   300,410.197   MT  1.00009086   -1 18 36.3
 GA2067
 GA2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2067!SPC TN       -   0.99994926  x   0.99996543  =   0.99991469
 GA2067!UTM  17      -   0.99994926  x   1.00009086  =   1.00004012
 GA2067
 GA2067|---------------------------------------------------------------------|
 GA2067| PID    Reference Object                     Distance      Geod. Az  |
 GA2067|                                                           dddmmss.s |
 GA2067| GA2068 CANSLER RM 1                         41.364 METERS 09956     |
 GA2067| GA3508 LOWLAND STAUFFER SMOKE STACK        APPROX. 1.1 KM 1700026.0 |
 GA2067| GA2066 CANSLER AZ MK                                      2534423.8 |
 GA2067| GA2069 CANSLER RM 2                         29.823 METERS 32156     |
 GA2067|---------------------------------------------------------------------|
 GA2067
 GA2067                          SUPERSEDED SURVEY CONTROL
 GA2067
 GA2067  NAD 83(1995)-  36 10 08.33618(N)    083 13 08.75867(W) AD(       ) 2
 GA2067  NAD 83(1995)-  36 10 08.34131(N)    083 13 08.76127(W) AD(       ) 2
 GA2067  NAD 83(1995)-  36 10 08.33766(N)    083 13 08.75837(W) AD(       ) 2
 GA2067  NAD 83(1986)-  36 10 08.34125(N)    083 13 08.75821(W) AD(       ) 2
 GA2067  NAD 27      -  36 10 07.99870(N)    083 13 09.16380(W) AD(       ) 2
 GA2067  NGVD 29 (??/??/92)  354.580  (m)         1163.32   (f) ADJ UNCH    2 0
 GA2067
 GA2067.Superseded values are not recommended for survey control.
 GA2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2067.See file dsdata.txt to determine how the superseded data were derived.
 GA2067
 GA2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0041004973(NAD 83)
 GA2067_MARKER: DE = TRAVERSE STATION DISK
 GA2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2067_STAMPING: CANSLER 1961
 GA2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2067+STABILITY: SURFACE MOTION
 GA2067
 GA2067  HISTORY     - Date     Condition        Report By
 GA2067  HISTORY     - 1961     MONUMENTED       CGS
 GA2067  HISTORY     - 1961     GOOD             CGS
 GA2067  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA2067  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2067  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2067
 GA2067                          STATION DESCRIPTION
 GA2067
 GA2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2067'THE STATION IS LOCATED ON THE PROPERTY OF MR. ALBERT CANSLER, ABOUT 4
 GA2067'MILES SOUTHEAST OF
 GA2067'MORRISTOWN, ABOUT 2 MILES NORTHWEST OF LOWLAND AND ABOUT
 GA2067'150 YARDS EAST OF STATE HIGHWAY
 GA2067'160.
 GA2067'
 GA2067'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 25E AND 11E
 GA2067'IN MORRISTOWN, GO
 GA2067'SOUTHERLY ON U.  S.  HIGHWAY 25E FOR 1.65 MILES TO THE
 GA2067'JUNCTION OF U.  S.  HIGHWAY 25E
 GA2067'AND STATE HIGHWAY 160, TURN LEFT ON
 GA2067'STATE HIGHWAY 160 AND GO 3.9 MILES TO A CROSSROAD
 GA2067'AT THE LOWLAND
 GA2067'GROCERY ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO A WHITE FRAME
 GA2067'HOUSE ON THE
 GA2067'RIGHT AND THE STATION ON THE LEFT.
 GA2067'
 GA2067'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CANSLER 1961,
 GA2067'SET IN A SQUARE CONCRETE
 GA2067'MONUMENT WHICH IS FLUSH.  IT IS 78 FEET NORTH OF THE
 GA2067'NORTHEAST CORNER OF MR.  DONALD B.
 GA2067'BROOKS RESIDENCE, 43 FEET
 GA2067'NORTHWEST OF A FENCE CORNER POST, 23 FEET NORTH OF
 GA2067'THE CENTER OF A
 GA2067'GRAVELED ROAD AND 10.1 FEET SOUTHWEST OF A WITNESS SIGN AND A WIRE
 GA2067'FENCE.
 GA2067'
 GA2067'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CANSLER NO 1 1961,
 GA2067'CEMENTED IN A DRILLED HOLE
 GA2067'IN OUTCROPPING BEDROCK.  THE BEDROCK PROJECTS 3
 GA2067'INCHES.  IT IS 14 FEET NORTH OF
 GA2067'THE CENTER OF A GRAVELED ROAD, 7 FEET
 GA2067'NORTHWEST OF A 10-INCH TREE, 2 FEET NORTH OF A
 GA2067'WIRE FENCE AND 2 FEET
 GA2067'NORTHWEST OF THE SOUTH GATE POST.
 GA2067'
 GA2067'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CANSLER NO 2 1961,
 GA2067'SET IN A SQUARE CONCRETE
 GA2067'MONUMENT WHICH IS FLUSH.  IT IS 97 FEET NORTH OF THE
 GA2067'CENTER OF A GRAVELED ROAD AND 2
 GA2067'FEET WEST OF A WIRE FENCE.
 GA2067'
 GA2067'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CANSLER 1961, SET IN A
 GA2067'SQUARE CONCRETE
 GA2067'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 78 FEET NORTHEAST
 GA2067'OF THE CENTER OF A T-ROAD,
 GA2067'18 FEET EAST OF THE SOUTH GATE POST, 16
 GA2067'FEET NORTH OF THE CENTER OF AN EAST-WEST
 GA2067'ROAD, 1.7 FEET NORTHEAST OF
 GA2067'A WITNESS SIGN, AND 1 FOOT SOUTH OF A WIRE FENCE.
 GA2067'
 GA2067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY FOR 0.05
 GA2067'MILE TO LOWLAND
 GA2067'GROCERY AND STATE HIGHWAY 160, CROSS STATE HIGHWAY 160 AND GO
 GA2067'WEST ON A HARD SURFACE
 GA2067'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 GA2067'RIGHT.
 GA2067'
 GA2067'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GA2067
 GA2067                          STATION RECOVERY (1961)
 GA2067
 GA2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2067'1.4 MI NW FROM LOWLAND.
 GA2067'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2067'MILES SOUTHEAST OF MORRISTOWN), GO 0.8 MILE WEST ON A GRAVELED
 GA2067'AND PAVED ROAD TO THE JUNCTION OF STATE HIGHWAY 160, THEN GO
 GA2067'0.6 MILE NORTHWEST ON STATE HIGHWAY 160 TO A CROSSROAD JUST
 GA2067'BEFORE REACHING THE LOWLAND GROCERY STORE, THEN GO 0.05 MILE
 GA2067'EAST TO A WHITE FRAME HOUSE ON THE RIGHT AND THE STATION ON
 GA2067'THE LEFT.  THE STATION MARK IS 78 FT. NORTH OF THE NORTHEAST
 GA2067'CORNER OF MR. DONALD B. BROOKS RESIDENCE, 43 FT. NORTHWEST OF
 GA2067'A FENCE CORNER POST, 23 FT. NORTH OF THE CENTER OF THE GRAVELED
 GA2067'ROAD AND 10.1 FT. SOUTHWEST OF A WITNESS SIGN AND WIRE FENCE.  THE
 GA2067'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GA2067
 GA2067                          STATION RECOVERY (1978)
 GA2067
 GA2067'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978 (JSL)
 GA2067'SEARCHED FOR BUT NOT FOUND.  BELIEVED DESTROYED BY HWY. CONST.
 GA2067'INTERCHANGE HERE NOW.
 GA2067'
 GA2067'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 4 MI SE OF
 GA2067'MORRISTOWN.
 GA2067
 GA2067                          STATION RECOVERY (1980)
 GA2067
 GA2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2067'THE STATION AND REFERENCE MARKS WERE NOT FOUND AND ARE ASSUMED
 GA2067'DESTROYED BY CONSTRUCTION OF AN INTERCHANGE OF I 81.  THE AZIMUTH
 GA2067'MARK WAS FOUND IN GOOD CONDITION.  IT IS 22 FEET SOUTHEAST OF A
 GA2067'PAVED ROAD AND 0.1 MILE SOUTHWEST OF ST HIGHWAY 60.
 GA2067
 GA2067                          STATION RECOVERY (1980)
 GA2067
 GA2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2066 ***********************************************************************
 GA2066  DESIGNATION -  CANSLER AZ MK
 GA2066  PID         -  GA2066
 GA2066  STATE/COUNTY-  TN/HAMBLEN
 GA2066  USGS QUAD   -  SPRINGVALE (1980)
 GA2066
 GA2066                         *CURRENT SURVEY CONTROL
 GA2066  ___________________________________________________________________
 GA2066* NAD 83(1986)-  36 10 06.     (N)    083 13 20.     (W)     SCALED    
 GA2066* NAVD 88     -       360.493  (meters)    1182.72   (feet)  ADJUSTED  
 GA2066  ___________________________________________________________________
 GA2066  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA2066  DYNAMIC HT  -         360.159 (meters)    1181.62  (feet)  COMP
 GA2066  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 GA2066
 GA2066  VERT ORDER  -  SECOND    CLASS 0
 GA2066
 GA2066.The horizontal coordinates were scaled from a topographic map and have
 GA2066.an estimated accuracy of +/- 6 seconds.
 GA2066
 GA2066.The orthometric height was determined by differential leveling
 GA2066.and adjusted by the National Geodetic Survey in June 1991..
 GA2066
 GA2066.The geoid height was determined by GEOID03.
 GA2066
 GA2066.The dynamic height is computed by dividing the NAVD 88
 GA2066.geopotential number by the normal gravity value computed on the
 GA2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2066.degrees latitude (g = 980.6199 gals.).
 GA2066
 GA2066.The modeled gravity was interpolated from observed gravity values.
 GA2066
 GA2066;                    North         East    Units  Estimated Accuracy
 GA2066;SPC TN       -   207,140.      849,880.      MT  (+/- 180 meters Scaled)
 GA2066
 GA2066                          SUPERSEDED SURVEY CONTROL
 GA2066
 GA2066  NGVD 29 (??/??/92)  360.626  (m)         1183.15   (f) ADJ UNCH    2 0
 GA2066
 GA2066.Superseded values are not recommended for survey control.
 GA2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2066.See file dsdata.txt to determine how the superseded data were derived.
 GA2066
 GA2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA001049(NAD 83)
 GA2066_MARKER: DZ = AZIMUTH MARK DISK
 GA2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2066_STAMPING: CANSLER 1961
 GA2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2066+STABILITY: SURFACE MOTION
 GA2066
 GA2066  HISTORY     - Date     Condition        Report By
 GA2066  HISTORY     - 1961     MONUMENTED       CGS
 GA2066
 GA2066                          STATION DESCRIPTION
 GA2066
 GA2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2066'1.6 MI NW FROM LOWLAND.
 GA2066'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2066'MILES SOUTHEAST OF MORRISTOWN), GO 0.8 MILE WEST ON A GRAVELED
 GA2066'AND PAVED ROAD TO THE JUNCTION OF STATE HIGHWAY 160, THEN GO
 GA2066'0.6 MILE NORTHWEST ON STATE HIGHWAY 160 TO A CROSSROAD JUST
 GA2066'BEFORE REACHING THE LOWLAND GROCERY STORE, THEN GO 0.15 MILE
 GA2066'WEST ON A PAVED ROAD TO A Y JUNCTION.  THE AZIMUTH MARK IS 78 FT.
 GA2066'NORTHEAST OF THE CENTER OF THE JUNCTION, 18 FT. EAST OF THE SOUTH
 GA2066'GATE POST, 16 FT. NORTH OF THE CENTER OF AN EAST-WEST ROAD, 1.7
 GA2066'FT. NORTHEAST OF A WITNESS SIGN, AND 1 FT. SOUTH OF A WIRE
 GA2066'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA2066'4 INCHES.  NOTE-- TO REACH BENCH MARK C 240 FROM THIS POINT,
 GA2066'GO 0.45 MILE SOUTHWEST ON A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2068 ***********************************************************************
 GA2068  DESIGNATION -  CANSLER RM 1
 GA2068  PID         -  GA2068
 GA2068  STATE/COUNTY-  TN/HAMBLEN
 GA2068  USGS QUAD   -  SPRINGVALE (1980)
 GA2068
 GA2068                         *CURRENT SURVEY CONTROL
 GA2068  ___________________________________________________________________
 GA2068* NAD 83(1986)-  36 10 08.     (N)    083 13 10.     (W)     SCALED    
 GA2068* NAVD 88     -       352.419  (meters)    1156.23   (feet)  ADJUSTED  
 GA2068  ___________________________________________________________________
 GA2068  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA2068  DYNAMIC HT  -         352.093 (meters)    1155.16  (feet)  COMP
 GA2068  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GA2068
 GA2068  VERT ORDER  -  SECOND    CLASS 0
 GA2068
 GA2068.The horizontal coordinates were scaled from a topographic map and have
 GA2068.an estimated accuracy of +/- 6 seconds.
 GA2068
 GA2068.The orthometric height was determined by differential leveling
 GA2068.and adjusted by the National Geodetic Survey in June 1991..
 GA2068
 GA2068.The geoid height was determined by GEOID03.
 GA2068
 GA2068.The dynamic height is computed by dividing the NAVD 88
 GA2068.geopotential number by the normal gravity value computed on the
 GA2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2068.degrees latitude (g = 980.6199 gals.).
 GA2068
 GA2068.The modeled gravity was interpolated from observed gravity values.
 GA2068
 GA2068;                    North         East    Units  Estimated Accuracy
 GA2068;SPC TN       -   207,210.      850,130.      MT  (+/- 180 meters Scaled)
 GA2068
 GA2068                          SUPERSEDED SURVEY CONTROL
 GA2068
 GA2068  NGVD 29 (??/??/92)  352.552  (m)         1156.66   (f) ADJ UNCH    2 0
 GA2068
 GA2068.Superseded values are not recommended for survey control.
 GA2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2068.See file dsdata.txt to determine how the superseded data were derived.
 GA2068
 GA2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA003049(NAD 83)
 GA2068_MARKER: DR = REFERENCE MARK DISK
 GA2068_SETTING: 66 = SET IN ROCK OUTCROP
 GA2068_SP_SET: BEDROCK
 GA2068_STAMPING: CANSLER NO 1 1961
 GA2068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2068+STABILITY: POSITION/ELEVATION WELL
 GA2068
 GA2068  HISTORY     - Date     Condition        Report By
 GA2068  HISTORY     - 1961     MONUMENTED       CGS
 GA2068
 GA2068                          STATION DESCRIPTION
 GA2068
 GA2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2068'1.4 MI NW FROM LOWLAND.
 GA2068'THIS MARK IS LOCATED AT THE CANSLER 1961 STATION SITE, 135.7
 GA2068'FT. EAST OF THE STATION MARK, 14 FT. NORTH OF THE CENTER OF A
 GA2068'GRAVELED ROAD, 7 FT. NORTHWEST OF A 10-INCH TREE, 2 FT. NORTH
 GA2068'OF A WIRE FENCE AND 2 FT. NORTHWEST OF THE SOUTH GATE POST.  THE DISK
 GA2068'IS CEMENTED IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK WHICH
 GA2068'PROJECTS 3 INCHES.  NOTE-- SEE DESCR. FOR STATION CANSLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2069 ***********************************************************************
 GA2069  DESIGNATION -  CANSLER RM 2
 GA2069  PID         -  GA2069
 GA2069  STATE/COUNTY-  TN/HAMBLEN
 GA2069  USGS QUAD   -  SPRINGVALE (1980)
 GA2069
 GA2069                         *CURRENT SURVEY CONTROL
 GA2069  ___________________________________________________________________
 GA2069* NAD 83(1986)-  36 10 07.     (N)    083 13 09.     (W)     SCALED    
 GA2069* NAVD 88     -       352.749  (meters)    1157.31   (feet)  ADJUSTED  
 GA2069  ___________________________________________________________________
 GA2069  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA2069  DYNAMIC HT  -         352.422 (meters)    1156.24  (feet)  COMP
 GA2069  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GA2069
 GA2069  VERT ORDER  -  SECOND    CLASS 0
 GA2069
 GA2069.The horizontal coordinates were scaled from a topographic map and have
 GA2069.an estimated accuracy of +/- 6 seconds.
 GA2069
 GA2069.The orthometric height was determined by differential leveling
 GA2069.and adjusted by the National Geodetic Survey in June 1991..
 GA2069
 GA2069.The geoid height was determined by GEOID03.
 GA2069
 GA2069.The dynamic height is computed by dividing the NAVD 88
 GA2069.geopotential number by the normal gravity value computed on the
 GA2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2069.degrees latitude (g = 980.6199 gals.).
 GA2069
 GA2069.The modeled gravity was interpolated from observed gravity values.
 GA2069
 GA2069;                    North         East    Units  Estimated Accuracy
 GA2069;SPC TN       -   207,180.      850,150.      MT  (+/- 180 meters Scaled)
 GA2069
 GA2069                          SUPERSEDED SURVEY CONTROL
 GA2069
 GA2069  NGVD 29 (??/??/92)  352.881  (m)         1157.74   (f) ADJ UNCH    2 0
 GA2069
 GA2069.Superseded values are not recommended for survey control.
 GA2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2069.See file dsdata.txt to determine how the superseded data were derived.
 GA2069
 GA2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA004049(NAD 83)
 GA2069_MARKER: DR = REFERENCE MARK DISK
 GA2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2069_STAMPING: CANSLER NO 2 1961
 GA2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2069+STABILITY: SURFACE MOTION
 GA2069
 GA2069  HISTORY     - Date     Condition        Report By
 GA2069  HISTORY     - 1961     MONUMENTED       CGS
 GA2069
 GA2069                          STATION DESCRIPTION
 GA2069
 GA2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2069'1.4 MI NW FROM LOWLAND.
 GA2069'THIS MARK IS LOCATED AT THE CANSLER 1961 STATION SITE, 98 FT.
 GA2069'NORTHWEST OF THE STATION MARK, 97 FT. NORTH OF THE CENTER OF A
 GA2069'GRAVELED ROAD AND 2 FT. WEST OF A WIRE FENCE.  THE DISK IS SET
 GA2069'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- SEE
 GA2069'DESCR. FOR STATION CANSLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2599 ***********************************************************************
 GB2599  DESIGNATION -  CAP
 GB2599  PID         -  GB2599
 GB2599  STATE/COUNTY-  TN/MORGAN
 GB2599  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2599
 GB2599                         *CURRENT SURVEY CONTROL
 GB2599  ___________________________________________________________________
 GB2599* NAD 83(1995)-  36 05 19.44228(N)    084 33 56.02993(W)     ADJUSTED  
 GB2599* NAVD 88     -       400.9    (meters)    1315.     (feet)  VERTCON   
 GB2599  ___________________________________________________________________
 GB2599  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 GB2599  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB2599
 GB2599  HORZ ORDER  -  SECOND
 GB2599
 GB2599.The horizontal coordinates were established by classical geodetic methods
 GB2599.and adjusted by the National Geodetic Survey in April 1999..
 GB2599
 GB2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2599
 GB2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2599
 GB2599.The geoid height was determined by GEOID03.
 GB2599
 GB2599;                    North         East     Units Scale Factor Converg.
 GB2599;SPC TN       -   195,707.604   729,178.990   MT  0.99995825   +0 50 23.2
 GB2599;SPC TN       -   642,084.03  2,392,314.74   sFT  0.99995825   +0 50 23.2
 GB2599;UTM  16      - 3,996,534.205   719,184.243   MT  1.00019199   +1 26 04.4
 GB2599
 GB2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2599!SPC TN       -   0.99994171  x   0.99995825  =   0.99989996
 GB2599!UTM  16      -   0.99994171  x   1.00019199  =   1.00013369
 GB2599
 GB2599:                Primary Azimuth Mark                     Grid Az
 GB2599:SPC TN       -  CAP AZ MK                                118 03 59.4
 GB2599:UTM  16      -  CAP AZ MK                                117 28 18.2
 GB2599
 GB2599|---------------------------------------------------------------------|
 GB2599| PID    Reference Object                     Distance      Geod. Az  |
 GB2599|                                                           dddmmss.s |
 GB2599| DB8941 CAP AZ MK                                          1185422.6 |
 GB2599| DB8942 CAP RM 1                             11.068 METERS 13004     |
 GB2599| DB8943 CAP RM 2                             12.575 METERS 28733     |
 GB2599|---------------------------------------------------------------------|
 GB2599
 GB2599                          SUPERSEDED SURVEY CONTROL
 GB2599
 GB2599  NAD 83(1995)-  36 05 19.44844(N)    084 33 56.03097(W) AD(       ) 2
 GB2599  NAD 83(1995)-  36 05 19.45040(N)    084 33 56.03191(W) AD(       ) 2
 GB2599  NAD 83(1986)-  36 05 19.45422(N)    084 33 56.02937(W) AD(       ) 2
 GB2599  NAD 27      -  36 05 19.18154(N)    084 33 56.25224(W) AD(       ) 2
 GB2599  NGVD 29 (07/19/86)  401.0    (m)         1316.     (f) VERT ANG       
 GB2599
 GB2599.Superseded values are not recommended for survey control.
 GB2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2599.See file dsdata.txt to determine how the superseded data were derived.
 GB2599
 GB2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1918496534(NAD 83)
 GB2599_MARKER: DD = SURVEY DISK
 GB2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2599
 GB2599  HISTORY     - Date     Condition        Report By
 GB2599  HISTORY     - 1965     MONUMENTED       TNHD
 GB2599  HISTORY     - 1999     GOOD             LOCSUR
 GB2599
 GB2599                          STATION DESCRIPTION
 GB2599
 GB2599'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2599'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF WARTBURG.
 GB2599'
 GB2599'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG, GO SOUTH ON
 GB2599'U.S. HIGHWAY 27 FOR 2.2 MILES TO THE STATION ON THE LEFT.
 GB2599'
 GB2599'THE STATION IS 31 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GB2599'HIGHWAY 27, 22 FEET SOUTH OF A TULIP POPLAR TREE, 21 FEET
 GB2599'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE, 21 FEET
 GB2599'NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND
 GB2599'1.6 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE SURFACE AND
 GB2599'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2599'DISKS AND THE DISKS ARE STAMPED CAP 1965.  THE UNDERGROUND MARK IS
 GB2599'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GB2599'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2599'
 GB2599'REFERENCE MARK NO. 1 IS 44 FEET WEST OF AN 8-INCH WALNUT TREE, 23
 GB2599'FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 27 AND
 GB2599'16 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE.  IT
 GB2599'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB2599'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CAP RM-1
 GB2599'1965.
 GB2599'
 GB2599'REFERENCE MARK NO. 2 IS 31 FEET SOUTHEAST OF A UTILITY POLE, 25 FEET
 GB2599'NORTHEAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 27, 20
 GB2599'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND 7
 GB2599'FEET SOUTHWEST OF A 4-INCH PINE TREE.  IT IS A STANDARD TENNESSEE
 GB2599'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2599'MONUMENT AND THE DISK IS STAMPED CAP RM-2 1965.
 GB2599'
 GB2599'THE AZIMUTH MARK IS 22 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB2599'U.S. HIGHWAY 27, 10 FEET NORTHWEST OF THE CORNER OF A BRICK
 GB2599'RETAINING WALL, 5 FEET NORTHWEST OF A POWER POLE AND 2.0 FEET
 GB2599'NORTHWEST OF A METAL WITNESS POST, WITH SIGN.  IT IS A STANDARD
 GB2599'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2599'CONCRETE MONUMENT AND THE DISK IS STAMPED CAP AZI 1965.
 GB2599'
 GB2599'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT AHEAD ON
 GB2599'U.S. HIGHWAY 27 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GB2599'
 GB2599'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2599
 GB2599                          STATION RECOVERY (1999)
 GB2599
 GB2599'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999
 GB2599'THE STATION WAS RECOVERED IN GOOD CONDITION, APPROXIMATLY 1 FOOT
 GB2599'SOUTH OF A WITNESS POST AND A HIGHWAY CONCRETE RIGHT OF WAY
 GB2599'MARKER.  TULIP POPLAR TREE IS NOW A BURNED, BLACKENED STUMP ABOUT
 GB2599'TWO FOOT TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0812 ***********************************************************************
 GC0812  DESIGNATION -  CAPITOL
 GC0812  PID         -  GC0812
 GC0812  STATE/COUNTY-  TN/DAVIDSON
 GC0812  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0812
 GC0812                         *CURRENT SURVEY CONTROL
 GC0812  ___________________________________________________________________
 GC0812* NAD 83(1986)-  36 09 56.     (N)    086 47 01.     (W)     SCALED    
 GC0812* NAVD 88     -       168.919  (meters)     554.20   (feet)  ADJUSTED  
 GC0812  ___________________________________________________________________
 GC0812  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0812  DYNAMIC HT  -         168.774 (meters)     553.72  (feet)  COMP
 GC0812  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GC0812
 GC0812  VERT ORDER  -  SECOND    CLASS 0
 GC0812
 GC0812.The horizontal coordinates were scaled from a topographic map and have
 GC0812.an estimated accuracy of +/- 6 seconds.
 GC0812
 GC0812.The orthometric height was determined by differential leveling
 GC0812.and adjusted by the National Geodetic Survey in June 1991..
 GC0812
 GC0812.The geoid height was determined by GEOID03.
 GC0812
 GC0812.The dynamic height is computed by dividing the NAVD 88
 GC0812.geopotential number by the normal gravity value computed on the
 GC0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0812.degrees latitude (g = 980.6199 gals.).
 GC0812
 GC0812.The modeled gravity was interpolated from observed gravity values.
 GC0812
 GC0812;                    North         East    Units  Estimated Accuracy
 GC0812;SPC TN       -   203,570.      529,500.      MT  (+/- 180 meters Scaled)
 GC0812
 GC0812                          SUPERSEDED SURVEY CONTROL
 GC0812
 GC0812  NGVD 29 (??/??/92)  168.943  (m)          554.27   (f) ADJ UNCH    2 0
 GC0812
 GC0812.Superseded values are not recommended for survey control.
 GC0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0812.See file dsdata.txt to determine how the superseded data were derived.
 GC0812
 GC0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF194023(NAD 83)
 GC0812_MARKER: DD = SURVEY DISK
 GC0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0812_STAMPING: CAPITOL 1961
 GC0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0812+STABILITY: SURFACE MOTION
 GC0812
 GC0812  HISTORY     - Date     Condition        Report By
 GC0812  HISTORY     - 1961     MONUMENTED       TNHD
 GC0812
 GC0812                          STATION DESCRIPTION
 GC0812
 GC0812'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0812'IN NASHVILLE.
 GC0812'THE STATION IS LOCATED ON THE GROUNDS OF THE TENNESSEE STATE
 GC0812'CAPITOL BUILDING.  THE MARK IS 30 FEET EAST OF THE SOUTHEAST
 GC0812'CORNER OF THE STATE CAPITOL BUILDING, AND 25 FEET WEST OF THE
 GC0812'CENTERLINE OF THE DRIVE AROUND THE CAPITOL.  THE MARK IS SET IN
 GC0812'TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2252 ***********************************************************************
 GC2252  DESIGNATION -  CAPITOL
 GC2252  PID         -  GC2252
 GC2252  STATE/COUNTY-  TN/DAVIDSON
 GC2252  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2252
 GC2252                         *CURRENT SURVEY CONTROL
 GC2252  ___________________________________________________________________
 GC2252* NAD 83(1995)-  36 09 56.02230(N)    086 47 01.09874(W)     ADJUSTED  
 GC2252* NAVD 88     -       168.92   (+/-2cm)     554.2    (feet)  VERTCON   
 GC2252  ___________________________________________________________________
 GC2252  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GC2252  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2252
 GC2252  HORZ ORDER  -  SECOND
 GC2252  VERT ORDER  -  THIRD ? (See Below)
 GC2252
 GC2252.The horizontal coordinates were established by classical geodetic methods
 GC2252.and adjusted by the National Geodetic Survey in April 1999..
 GC2252
 GC2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2252.The vertical order pertains to the NGVD 29 superseded value.
 GC2252
 GC2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2252
 GC2252.The geoid height was determined by GEOID03.
 GC2252
 GC2252;                    North         East     Units Scale Factor Converg.
 GC2252;SPC TN       -   203,567.765   529,495.454   MT  0.99996509   -0 27 31.6
 GC2252;SPC TN       -   667,871.91  1,737,186.34   sFT  0.99996509   -0 27 31.6
 GC2252;UTM  16      - 4,002,333.607   519,459.318   MT  0.99960467   +0 07 39.6
 GC2252
 GC2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2252!SPC TN       -   0.99997809  x   0.99996509  =   0.99994318
 GC2252!UTM  16      -   0.99997809  x   0.99960467  =   0.99958277
 GC2252
 GC2252:                Primary Azimuth Mark                     Grid Az
 GC2252:SPC TN       -  CAPITOL AZ MK                            162 13 46.0
 GC2252:UTM  16      -  CAPITOL AZ MK                            161 38 34.8
 GC2252
 GC2252|---------------------------------------------------------------------|
 GC2252| PID    Reference Object                     Distance      Geod. Az  |
 GC2252|                                                           dddmmss.s |
 GC2252| GC0810 CAPITOL AZ MK                                      1614614.4 |
 GC2252| GC0813 CAPITOL RM 1                         21.034 METERS 25329     |
 GC2252| GC0811 CAPITOL RM 2                         28.124 METERS 31755     |
 GC2252|---------------------------------------------------------------------|
 GC2252
 GC2252                          SUPERSEDED SURVEY CONTROL
 GC2252
 GC2252  NAD 83(1995)-  36 09 56.02414(N)    086 47 01.10076(W) AD(       ) 2
 GC2252  NAD 83(1995)-  36 09 56.02610(N)    086 47 01.10092(W) AD(       ) 2
 GC2252  NAD 83(1986)-  36 09 56.03195(N)    086 47 01.10210(W) AD(       ) 2
 GC2252  NAD 27      -  36 09 55.82960(N)    086 47 01.10540(W) AD(       ) 2
 GC2252  NGVD 29 (07/19/86)  168.94   (m)          554.3    (f) LEVELING    3  
 GC2252
 GC2252.Superseded values are not recommended for survey control.
 GC2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2252.See file dsdata.txt to determine how the superseded data were derived.
 GC2252
 GC2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1945902334(NAD 83)
 GC2252_MARKER: DD = SURVEY DISK
 GC2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2252
 GC2252  HISTORY     - Date     Condition        Report By
 GC2252  HISTORY     - 1961     MONUMENTED       TNHD
 GC2252
 GC2252                          STATION DESCRIPTION
 GC2252
 GC2252'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2252'THE STATION IS LOCATED ON THE GROUNDS OF THE TENNESSEE STATE CAPITOL
 GC2252'BUILDING.
 GC2252'
 GC2252'THE STATION IS 30 FEET EAST OF THE SOUTHEAST CORNER OF THE CAPITOL
 GC2252'BUILDING WALKWAY AND 25 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2252'DRIVE AROUND THE CAPITOL BUILDING.  THE SURFACE AND UNDERGROUND MARKS
 GC2252'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED CAPITOL
 GC2252'1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GC2252'THE SURFACE STATION MARK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2252'MONUMENT.
 GC2252'
 GC2252'REFERENCE MARK NO. 1 IS 39 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC2252'OF THE DRIVE AROUND THE CAPITOL BUILDING AND 6 INCHES EAST OF
 GC2252'THE WALKWAY AROUND THE CAPITOL BUILDING.  THE MARK IS A STANDARD
 GC2252'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2252'CONCRETE MONUMENT, AND THE DISK IS STAMPED CAPITOL RM-1 1961.
 GC2252'
 GC2252'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2252'DRIVE AROUND THE CAPITOL BUILDING AND 10 INCHES SOUTH OF THE
 GC2252'WALKWAY AROUND THE CAPITOL BUILDING.  THE MARK IS A STANDARD
 GC2252'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2252'CONCRETE MONUMENT, AND THE DISK IS STAMPED CAPITOL RM-2 1961.
 GC2252'
 GC2252'THE AZIMUTH MARK IS 25 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC2252'CAPITOL BOULEVARD, 20 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 GC2252'Y.M.C.A. BUILDING, AND 1 FOOT NORTH OF A LAMP POLE.  THE MARK IS A
 GC2252'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH, IN A
 GC2252'DRILLED HOLE IN A SIDEWALK, AND THE DISK IS STAMPED CAPITOL AZI 1961.
 GC2252'
 GC2252'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON CAPITOL
 GC2252'BOULEVARD FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2252'
 GC2252'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0810 ***********************************************************************
 GC0810  DESIGNATION -  CAPITOL AZ MK
 GC0810  PID         -  GC0810
 GC0810  STATE/COUNTY-  TN/DAVIDSON
 GC0810  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0810
 GC0810                         *CURRENT SURVEY CONTROL
 GC0810  ___________________________________________________________________
 GC0810* NAD 83(1986)-  36 09 50.     (N)    086 46 58.     (W)     SCALED    
 GC0810* NAVD 88     -       158.002  (meters)     518.38   (feet)  ADJUSTED  
 GC0810  ___________________________________________________________________
 GC0810  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0810  DYNAMIC HT  -         157.867 (meters)     517.94  (feet)  COMP
 GC0810  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GC0810
 GC0810  VERT ORDER  -  SECOND    CLASS 0
 GC0810
 GC0810.The horizontal coordinates were scaled from a topographic map and have
 GC0810.an estimated accuracy of +/- 6 seconds.
 GC0810
 GC0810.The orthometric height was determined by differential leveling
 GC0810.and adjusted by the National Geodetic Survey in June 1991..
 GC0810
 GC0810.The geoid height was determined by GEOID03.
 GC0810
 GC0810.The dynamic height is computed by dividing the NAVD 88
 GC0810.geopotential number by the normal gravity value computed on the
 GC0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0810.degrees latitude (g = 980.6199 gals.).
 GC0810
 GC0810.The modeled gravity was interpolated from observed gravity values.
 GC0810
 GC0810;                    North         East    Units  Estimated Accuracy
 GC0810;SPC TN       -   203,380.      529,570.      MT  (+/- 180 meters Scaled)
 GC0810
 GC0810                          SUPERSEDED SURVEY CONTROL
 GC0810
 GC0810  NGVD 29 (??/??/??)  158.05   (m)          518.5    (f) RESET       3  
 GC0810
 GC0810.Superseded values are not recommended for survey control.
 GC0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0810.See file dsdata.txt to determine how the superseded data were derived.
 GC0810
 GC0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF195021(NAD 83)
 GC0810_MARKER: DD = SURVEY DISK
 GC0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0810_SP_SET: SIDEWALK
 GC0810_STAMPING: CAPITOL AZI 1961
 GC0810_MARK LOGO: TNHD  
 GC0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0810
 GC0810  HISTORY     - Date     Condition        Report By
 GC0810  HISTORY     - 1961     MONUMENTED       TNHD
 GC0810
 GC0810                          STATION DESCRIPTION
 GC0810
 GC0810'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0810'IN NASHVILLE.
 GC0810'FROM THE TENNESSEE STATE CAPITOL BUILDING, GO SOUTH ALONG CAPITOL
 GC0810'BOULEVARD FOR 0.2 MILE TO THE MARK ON THE RIGHT.  THE MARK IS 25
 GC0810'FEET SOUTHWEST OF THE CENTERLINE OF CAPITOL BOULEVARD, 1 FOOT
 GC0810'NORTH OF A LAMP POST, AND 20 FEET NORTHEAST OF THE SOUTHEAST
 GC0810'CORNER OF THE Y.M.C.A. BUILDING.  THE MARK IS CEMENTED IN A
 GC0810'DRILLED HOLE IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0813 ***********************************************************************
 GC0813  DESIGNATION -  CAPITOL RM 1
 GC0813  PID         -  GC0813
 GC0813  STATE/COUNTY-  TN/DAVIDSON
 GC0813  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0813
 GC0813                         *CURRENT SURVEY CONTROL
 GC0813  ___________________________________________________________________
 GC0813* NAD 83(1986)-  36 09 56.     (N)    086 47 01.     (W)     SCALED    
 GC0813* NAVD 88     -       169.216  (meters)     555.17   (feet)  ADJUSTED  
 GC0813  ___________________________________________________________________
 GC0813  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0813  DYNAMIC HT  -         169.071 (meters)     554.69  (feet)  COMP
 GC0813  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GC0813
 GC0813  VERT ORDER  -  SECOND    CLASS 0
 GC0813
 GC0813.The horizontal coordinates were scaled from a topographic map and have
 GC0813.an estimated accuracy of +/- 6 seconds.
 GC0813
 GC0813.The orthometric height was determined by differential leveling
 GC0813.and adjusted by the National Geodetic Survey in June 1991..
 GC0813
 GC0813.The geoid height was determined by GEOID03.
 GC0813
 GC0813.The dynamic height is computed by dividing the NAVD 88
 GC0813.geopotential number by the normal gravity value computed on the
 GC0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0813.degrees latitude (g = 980.6199 gals.).
 GC0813
 GC0813.The modeled gravity was interpolated from observed gravity values.
 GC0813
 GC0813;                    North         East    Units  Estimated Accuracy
 GC0813;SPC TN       -   203,570.      529,500.      MT  (+/- 180 meters Scaled)
 GC0813
 GC0813                          SUPERSEDED SURVEY CONTROL
 GC0813
 GC0813  NGVD 29 (??/??/92)  169.239  (m)          555.25   (f) ADJ UNCH    2 0
 GC0813
 GC0813.Superseded values are not recommended for survey control.
 GC0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0813.See file dsdata.txt to determine how the superseded data were derived.
 GC0813
 GC0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF194023(NAD 83)
 GC0813_MARKER: DD = SURVEY DISK
 GC0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0813_STAMPING: CAPITOL RM-1 1961
 GC0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0813+STABILITY: SURFACE MOTION
 GC0813
 GC0813  HISTORY     - Date     Condition        Report By
 GC0813  HISTORY     - 1961     MONUMENTED       TNHD
 GC0813
 GC0813                          STATION DESCRIPTION
 GC0813
 GC0813'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0813'IN NASHVILLE.
 GC0813'THIS MARK IS LOCATED AT THE CAPITOL 1961 STATION SITE ON THE
 GC0813'TENNESSEE STATE CAPITOL GROUNDS.  THE MARK 39 FEET NORTHWEST OF
 GC0813'THE CENTERLINE OF THE DRIVE AROUND THE CAPITOL BUILDING, 6 INCHES
 GC0813'EAST OF A WALKWAY, AND 69 FEET WEST OF THE STATION.  THE MARK IS
 GC0813'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0813'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0811 ***********************************************************************
 GC0811  DESIGNATION -  CAPITOL RM 2
 GC0811  PID         -  GC0811
 GC0811  STATE/COUNTY-  TN/DAVIDSON
 GC0811  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0811
 GC0811                         *CURRENT SURVEY CONTROL
 GC0811  ___________________________________________________________________
 GC0811* NAD 83(1986)-  36 09 56.     (N)    086 47 01.     (W)     SCALED    
 GC0811* NAVD 88     -       169.258  (meters)     555.31   (feet)  ADJUSTED  
 GC0811  ___________________________________________________________________
 GC0811  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0811  DYNAMIC HT  -         169.114 (meters)     554.83  (feet)  COMP
 GC0811  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GC0811
 GC0811  VERT ORDER  -  SECOND    CLASS 0
 GC0811
 GC0811.The horizontal coordinates were scaled from a topographic map and have
 GC0811.an estimated accuracy of +/- 6 seconds.
 GC0811
 GC0811.The orthometric height was determined by differential leveling
 GC0811.and adjusted by the National Geodetic Survey in June 1991..
 GC0811
 GC0811.The geoid height was determined by GEOID03.
 GC0811
 GC0811.The dynamic height is computed by dividing the NAVD 88
 GC0811.geopotential number by the normal gravity value computed on the
 GC0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0811.degrees latitude (g = 980.6199 gals.).
 GC0811
 GC0811.The modeled gravity was interpolated from observed gravity values.
 GC0811
 GC0811;                    North         East    Units  Estimated Accuracy
 GC0811;SPC TN       -   203,570.      529,500.      MT  (+/- 180 meters Scaled)
 GC0811
 GC0811                          SUPERSEDED SURVEY CONTROL
 GC0811
 GC0811  NGVD 29 (??/??/92)  169.282  (m)          555.39   (f) ADJ UNCH    2 0
 GC0811
 GC0811.Superseded values are not recommended for survey control.
 GC0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0811.See file dsdata.txt to determine how the superseded data were derived.
 GC0811
 GC0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF194023(NAD 83)
 GC0811_MARKER: DD = SURVEY DISK
 GC0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0811_STAMPING: CAPITOL RM-2 1961
 GC0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0811+STABILITY: SURFACE MOTION
 GC0811
 GC0811  HISTORY     - Date     Condition        Report By
 GC0811  HISTORY     - 1961     MONUMENTED       TNHD
 GC0811
 GC0811                          STATION DESCRIPTION
 GC0811
 GC0811'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0811'IN NASHVILLE.
 GC0811'THIS MARK IS LOCATED AT THE CAPITOL 1961 STATION SITE ON THE
 GC0811'TENNESSEE STATE CAPITOL GROUNDS.  THE MARK IS 50 FEET WEST OF
 GC0811'THE CENTERLINE OF THE DRIVE AROUND THE CAPITOL BUILDING, 10 INCHES
 GC0811'SOUTH OF A WALKWAY, AND 92 FEET NORTHWEST OF THE STATION.  THE
 GC0811'MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH
 GC0811'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2559 ***********************************************************************
 FE2559  DESIGNATION -  CAPLEVILLE NW BASE RESET
 FE2559  PID         -  FE2559
 FE2559  STATE/COUNTY-  TN/SHELBY
 FE2559  USGS QUAD   -  GERMANTOWN (1997)
 FE2559
 FE2559                         *CURRENT SURVEY CONTROL
 FE2559  ___________________________________________________________________
 FE2559* NAD 83(1995)-  35 00 26.76494(N)    089 50 23.37168(W)     ADJUSTED  
 FE2559* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 FE2559  ___________________________________________________________________
 FE2559  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FE2559  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE2559
 FE2559  HORZ ORDER  -  FIRST
 FE2559
 FE2559.The horizontal coordinates were established by classical geodetic methods
 FE2559.and adjusted by the National Geodetic Survey in April 1999..
 FE2559
 FE2559.The orthometric height was scaled from a topographic map.
 FE2559
 FE2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2559
 FE2559.The geoid height was determined by GEOID03.
 FE2559
 FE2559;                    North         East     Units Scale Factor Converg.
 FE2559;SPC TN       -    81,668.328   249,572.886   MT  1.00005166   -2 14 52.8
 FE2559;SPC TN       -   267,940.17    818,807.04   sFT  1.00005166   -2 14 52.8
 FE2559;SPC MS W     -   610,809.193   745,045.294   MT  0.99997500   +0 16 59.2
 FE2559;SPC MS W     - 2,003,963.16  2,444,369.44   sFT  0.99997500   +0 16 59.2
 FE2559;UTM  16      - 3,877,553.715   240,848.109   MT  1.00042780   -1 37 48.2
 FE2559
 FE2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2559!SPC TN       -   0.99998547  x   1.00005166  =   1.00003713
 FE2559!SPC MS W     -   0.99998547  x   0.99997500  =   0.99996047
 FE2559!UTM  16      -   0.99998547  x   1.00042780  =   1.00041326
 FE2559
 FE2559|---------------------------------------------------------------------|
 FE2559| PID    Reference Object                     Distance      Geod. Az  |
 FE2559|                                                           dddmmss.s |
 FE2559| CG3346 CAPLEVILLE NW BASE RM 1              22.700 METERS 02204     |
 FE2559| EG1852 CAPLEVILLE SE BASE                  APPROX. 6.0 KM 1331357.6 |
 FE2559|---------------------------------------------------------------------|
 FE2559
 FE2559                          SUPERSEDED SURVEY CONTROL
 FE2559
 FE2559  NAD 83(1995)-  35 00 26.76507(N)    089 50 23.37175(W) AD(       ) 1
 FE2559  NAD 83(1995)-  35 00 26.76856(N)    089 50 23.37269(W) AD(       ) 1
 FE2559  NAD 83(1986)-  35 00 26.77459(N)    089 50 23.37258(W) AD(       ) 1
 FE2559  NAD 27      -  35 00 26.43900(N)    089 50 23.05800(W) AD(       ) 1
 FE2559
 FE2559.Superseded values are not recommended for survey control.
 FE2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2559.See file dsdata.txt to determine how the superseded data were derived.
 FE2559
 FE2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4084877554(NAD 83)
 FE2559_MARKER: DS = TRIANGULATION STATION DISK
 FE2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2559_STAMPING: CAPLEVILLE NW BASE 1914 1982
 FE2559_MARK LOGO: NGS   
 FE2559_PROJECTION: FLUSH
 FE2559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2559
 FE2559  HISTORY     - Date     Condition        Report By
 FE2559  HISTORY     - 1982     MONUMENTED       NGS
 FE2559  HISTORY     - 19960606 GOOD             TN1620
 FE2559
 FE2559                          STATION DESCRIPTION
 FE2559
 FE2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 FE2559'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 FE2559'THE SURFACE STATION MARK WAS LOWERED AT THE REQUEST OF THE PROPERTY
 FE2559'OWNER AND REFERENCE MARK 1 WAS DESTROYED.  THE DISTANCE TO REFERENCE
 FE2559'MARK 1 WAS FOUND TO BE IN ERROR BY 0.11 OF A FOOT.  REFERENCE MARK 3
 FE2559'AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 FE2559' 
 FE2559'LOCATED AT THE SOUTHEAST EDGE OF MEMPHIS, ABOUT 4.8 KM (3.00 MI) EAST
 FE2559'OF CAPLEVILLE, 0.1 MILE (0.2 KM) NORTH OF THE INTERSECTION OF STATE
 FE2559'LINE ROAD AND ROSS ROAD, AND 0.1 MILE (0.2 KM) NORTH OF THE MISS-TENN
 FE2559'STATE LINE, 32 METERS (105.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 FE2559'THE HOUSE, 29 METERS (95.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 FE2559'THE HOUSE, 24.7 METERS (81.0 FT) NORTH OF THE CENTERLINE OF A
 FE2559'DRIVEWAY, 22.3 METERS (73.2 FT) SOUTH OF A FENCE AND 13.7 METERS
 FE2559'(44.9 FT) WEST OF THE CENTERLINE OF ROSS ROAD.  THE MONUMENT IS FLUSH
 FE2559'AND THE DISK IS STAMPED---CAPLEVILLE NW BASE 1914 1982---.
 FE2559' 
 FE2559'REFERENCE MARK NO 3 IS 0.3 METERS (1.0 FT) SOUTH OF THE FENCE 0.3
 FE2559'METER (1.0 FT) EAST OF A WITNESS POST 4.6 METERS (15.1 FT) EAST OF A
 FE2559'14 INCH ELM TREE, 10.7 METERS (35.1 FT) WEST OF THE CENTERLINE OF THE
 FE2559'ROAD AND 35.4 METER (116.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 FE2559'THE HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED-- CAPLEVILLE
 FE2559'NW BASE 1914 NO 3 1982--.
 FE2559' 
 FE2559'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--CAPLEVILLE NM BASE
 FE2559'BASE 1914 NO 4 1982---, SET IN A DRILL HOLE IN CONCRETE PATIO 3.4
 FE2559'METERS (11.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE AND 0.6
 FE2559'METER (2.0 FT) WEST OF THE EAST EDGE OF THE PATIO.
 FE2559
 FE2559                          STATION RECOVERY (1996)
 FE2559
 FE2559'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (MP)
 FE2559'CREW REPORTS FINDING NE OF STATION CAPLEVILLE NW BASE, AT A DISTANCE
 FE2559'OF 73.80' AND 11.40' WEST OF WEST CURB LINE OF ROSS ROAD A MONUMENT
 FE2559'MARKED NGS THE DIRECTOR 1914 1982 CAPLEVILLE NW BASE NO 3 CONTACTED
 FE2559'NGS ON THIS DATE BUT WAS UNABLE TO DETERMINE A PID FOR THIS MONUMENT.
 FE2559'CAUTION MUST BE USED DUE TO MARKINGS, PROXIMITY OF MON. VERTICAL
 FE2559'DIFFERENCE OF 0.919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2503 ***********************************************************************
 GB2503  DESIGNATION -  CAPUCHIN
 GB2503  PID         -  GB2503
 GB2503  STATE/COUNTY-  TN/CAMPBELL
 GB2503  USGS QUAD   -  KETCHEN (1982)
 GB2503
 GB2503                         *CURRENT SURVEY CONTROL
 GB2503  ___________________________________________________________________
 GB2503* NAD 83(1995)-  36 30 17.03299(N)    084 16 58.00695(W)     ADJUSTED  
 GB2503* NAVD 88     -       786.2    (meters)    2579.     (feet)  VERTCON   
 GB2503  ___________________________________________________________________
 GB2503  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 GB2503  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB2503
 GB2503  HORZ ORDER  -  FIRST
 GB2503
 GB2503.The horizontal coordinates were established by classical geodetic methods
 GB2503.and adjusted by the National Geodetic Survey in April 1999..
 GB2503
 GB2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2503
 GB2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2503
 GB2503.The geoid height was determined by GEOID03.
 GB2503
 GB2503;                    North         East     Units Scale Factor Converg.
 GB2503;SPC TN       -   242,270.714   753,832.987   MT  1.00001680   +1 00 19.2
 GB2503;SPC TN       -   794,849.83  2,473,200.39   sFT  1.00001680   +1 00 19.2
 GB2503;SPC KY1Z     - 1,020,057.229 1,631,461.255   MT  1.00018859   +0 54 02.9
 GB2503;SPC KY1Z     - 3,346,637.76  5,352,552.47   sFT  1.00018859   +0 54 02.9
 GB2503;SPC KY S     -   520,041.554   631,443.086   MT  1.00004935   +0 53 23.3
 GB2503;SPC KY S     - 1,706,169.67  2,071,659.52   sFT  1.00004935   +0 53 23.3
 GB2503;UTM  16      - 4,043,367.173   743,353.465   MT  1.00032969   +1 37 02.1
 GB2503
 GB2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2503!SPC TN       -   0.99988124  x   1.00001680  =   0.99989804
 GB2503!SPC KY1Z     -   0.99988124  x   1.00018859  =   1.00006981
 GB2503!SPC KY S     -   0.99988124  x   1.00004935  =   0.99993059
 GB2503!UTM  16      -   0.99988124  x   1.00032969  =   1.00021090
 GB2503
 GB2503:                Primary Azimuth Mark                     Grid Az
 GB2503:SPC TN       -  WOLF KNOB                                028 21 58.1
 GB2503:SPC KY1Z     -  WOLF KNOB                                028 28 14.4
 GB2503:SPC KY S     -  WOLF KNOB                                028 28 54.0
 GB2503:UTM  16      -  WOLF KNOB                                027 45 15.2
 GB2503
 GB2503|---------------------------------------------------------------------|
 GB2503| PID    Reference Object                     Distance      Geod. Az  |
 GB2503|                                                           dddmmss.s |
 GB2503| GB2498 WOLF KNOB                           APPROX.13.9 KM 0292217.3 |
 GB2503| DB8945 CAPUCHIN AZ MK                                     0534226.7 |
 GB2503| DB8946 CAPUCHIN RM 1                        16.166 METERS 07450     |
 GB2503| GB2575 BRADEN LOOKOUT TOWER NC 22          APPROX. 8.4 KM 2302522.8 |
 GB2503| DB8947 CAPUCHIN RM 2                        16.221 METERS 29926     |
 GB2503|---------------------------------------------------------------------|
 GB2503
 GB2503                          SUPERSEDED SURVEY CONTROL
 GB2503
 GB2503  NAD 83(1995)-  36 30 17.03357(N)    084 16 58.00805(W) AD(       ) 1
 GB2503  NAD 83(1995)-  36 30 17.04187(N)    084 16 58.01050(W) AD(       ) 1
 GB2503  NAD 83(1986)-  36 30 17.04314(N)    084 16 58.00894(W) AD(       ) 1
 GB2503  NAD 27      -  36 30 16.75300(N)    084 16 58.25000(W) AD(       ) 1
 GB2503  NGVD 29 (07/19/86)  786.3    (m)         2580.     (f) VERT ANG       
 GB2503
 GB2503.Superseded values are not recommended for survey control.
 GB2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2503.See file dsdata.txt to determine how the superseded data were derived.
 GB2503
 GB2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4335343367(NAD 83)
 GB2503_MARKER: DS = TRIANGULATION STATION DISK
 GB2503_SETTING: 80 = SET IN A BOULDER
 GB2503
 GB2503  HISTORY     - Date     Condition        Report By
 GB2503  HISTORY     - 1935     MONUMENTED       CGS
 GB2503  HISTORY     - 1950     GOOD             CGS
 GB2503  HISTORY     - 1961     GOOD             CGS
 GB2503
 GB2503                          STATION DESCRIPTION
 GB2503
 GB2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2503'THE STATION IS ON A PROMINENT KNOB OF A RIDGE BETWEEN ELK CREEK ON
 GB2503'THE E AND CAPUCHIN
 GB2503'CREEK ON THE W, ABOUT 13-1/2 MILES E OF ONEIDA,
 GB2503'1/4 MILE E OF MR.  JIM LUELLENS
 GB2503'HOUSE.
 GB2503'
 GB2503'REFERENCE MARK NO.1 IS ENE OF THE STATION, ALONG THE TOP OF THE
 GB2503'RIDGE.  IT IS A
 GB2503'STANDARD DISK SET IN THE TOP OF AN IRREGULAR SHAPED
 GB2503'BURIED BOULDER WHICH IS ABOUT 8
 GB2503'INCHES BY 12 INCHES ON TOP, AND
 GB2503'PROJECTS ABOUT 2 INCHES.
 GB2503'
 GB2503'REFERENCE MARK NO.2 IS NW OF THE STATION, ON WESTERN SLOPE OF RIDGE,
 GB2503'14 INCHES S OF A
 GB2503'5-INCH POPLAR TREE.  IT IS A STANDARD DISK SET IN
 GB2503'THE TOP OF A 12-BY 10-INCH BURIED
 GB2503'BOULDER, WHICH IS FLUSH WITH THE GROUND.
 GB2503'
 GB2503'AZIMUTH MARK IS NE OF THE STATION, 40 FEET N OF THE TOP OF THE RIDGE,
 GB2503'4 FEET W OF A
 GB2503'12-INCH POPLAR TREE, FLUSH WITH THE GROUND, IT IS A
 GB2503'STANDARD DISK SET IN THE TOP OF
 GB2503'A 2-FOOT ROUND BOULDER.
 GB2503'
 GB2503'TO REACH THE STATION FROM CARYVILLE, GO W AND N ON ROUTE 63 FROM ITS
 GB2503'JUNCTION WITH U.S.
 GB2503'HIGHWAY 25 W, FOR ABOUT 10 MILES TO A POINT WHERE
 GB2503'HIGHWAY 63 TURNS SQUARE LEFT ACROSS
 GB2503'COVE CREEK.  HERE TAKE RIGHT FORK
 GB2503'(N) FOR 7.85 MILES TO A LARGE WHITE SCHOOL HOUSE ON
 GB2503'THE RIGHT.  (THIS
 GB2503'POINT IS 0.4 MILE S OF THE POST OFFICE IN ELK VALLEY).  TURN LEFT ON
 GB2503'TO NEW GRADED ROAD
 GB2503'LEADING UP THE MOUNTAIN AND CONTINUE FOR 3.35
 GB2503'MILES TO A CROSSROADS AT THE TOP OF
 GB2503'THE DIVIDE AND END OF TRUCK
 GB2503'TRAVEL.  TURN LEFT AND FOLLOW WAGON ROAD FOR ABOUT 1
 GB2503'1/4 MILES UP THE
 GB2503'MOUNTAIN TO A VERY SMALL SPRING (THIS POINT IS ABOUT 1/4 MILE E OF
 GB2503'MR.  LUELLENS
 GB2503'HOUSE).  LEAVE THE ROAD HERE AND FOLLOW BLAZED TRAIL TO
 GB2503'LEFT STRAIGHT UP THE MOUNTAIN
 GB2503'FOR ABOUT 200 YARDS TO THE TOP AND
 GB2503'STATION.  THE STATION MARK IS ON THE HIGHEST
 GB2503'POINT OF THE RIDGE, 10
 GB2503'FEET N OF A 6-INCH POPLAR TREE, IN A LOCUST, POPLAR, AND
 GB2503'SASSAFRAS
 GB2503'THICKET.  IT IS A STANDARD DISK SET IN THE TOP OF A 6-BY 12-INCH
 GB2503'BURIED BOULDER
 GB2503'WHICH PROJECTS ABOUT 3 INCHES.
 GB2503'
 GB2503'NOTE- A 64-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES EXCEPT TO
 GB2503'CROSS WHICH WAS
 GB2503'PARTIALLY BLOCKED.  STATION HURRICANE AND HEWETT WERE
 GB2503'ALSO VERY CLOSE TO INTERVENING
 GB2503'RIDGES.  A 90-FOOT TOWER IS
 GB2503'RECOMMENDED IN THE FUTURE TO CLEAR THESE LINES.
 GB2503
 GB2503                          STATION RECOVERY (1950)
 GB2503
 GB2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2503'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2503'CONDITION.  THE DIRECTION TO
 GB2503'REFERENCE MARK NO.  2 FAILED TO CHECK.  A WHITE
 GB2503'WITNESS POST WAS SET BY THIS PARTY.
 GB2503'THE STATION IS 5 FEET SOUTH OF
 GB2503'THE WHITE WITNESS POST.  THE OLD DESCRIPTION IS
 GB2503'ADEQUATE.  A NEW TO
 GB2503'REACH THE STATION FOLLOWS.
 GB2503'
 GB2503'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO SOUTH ON
 GB2503'U.S. HIGHWAY NO.  25W FOR
 GB2503'0.15 MILE TO A T-ROAD INTERSECTION, TURN RIGHT ON PAVED
 GB2503'ROAD AND GO 3.75 MILES TO A
 GB2503'ROAD FORK IN THE VILLAGE OF NEWCOMB, TURN
 GB2503'LEFT AND GO WEST FOR 3.45 MILES TO WHERE ROAD
 GB2503'FORKS, TAKE THE LEFT
 GB2503'ROAD AND GO 3.85 MILES TO A T-ROAD INTERSECTION IN THE VILLAGE
 GB2503'OF ELK VALLEY,
 GB2503'TURN RIGHT AND GO 0.4 MILE TO A T-ROAD RIGHT, TURN RIGHT AND
 GB2503'GO UP HILL FOR 0.7 MILE TO
 GB2503'THE TOP OF HILL AND A T-ROAD LEFT, TURN
 GB2503'LEFT AND GO 0.9 MILE TO WHERE ROAD FORKS,
 GB2503'TAKE RIGHT ROAD AND GO 0.85
 GB2503'MILE TO AN OLD COAL CHUTE, TURN SHARP RIGHT AND GO UP HILL
 GB2503'FOR 0.9 MILE TO
 GB2503'THE TOP OF HILL AND A DIM CROSSROAD, THIS IN END OF TRUCK
 GB2503'TRAVEL FOR STANDARD DRIVE
 GB2503'TRUCKS, TURN LEFT AND GO 0.1 MILE TO WOODS,
 GB2503'CONTINUE ON WOODS ROAD BEARING AROUND THE
 GB2503'LEFT SIDE OF THE FIRST HILL
 GB2503'FOR 0.5 MILE TO AN OPEN MEADOW, CONTINUE ON DIM ROAD FOR 0.3
 GB2503'MILE TO A LARGE
 GB2503'BOWLDER ON THE LEFT, CONTINUE ON DIM ROAD FOR 0.15 MILE, THIS
 GB2503'IS END OF TRUCK TRAVEL FOR
 GB2503'FOUR-WHEEL DRIVE TRUCKS, HERE PACK SOUTH
 GB2503'UP HILL FOR ABOUT 200 YARDS TO THE TOP OF
 GB2503'HILL AND THE STATION AS DESCRIBED.
 GB2503'
 GB2503'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GB2503
 GB2503                          STATION RECOVERY (1961)
 GB2503
 GB2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2503'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2503'CONDITION.  THE
 GB2503'DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK THE
 GB2503'1935 AND 1950 OBSERVATIONS.  A
 GB2503'WITNESS SIGN WAS SET BY THIS PARTY 1.4
 GB2503'FEET SOUTHWEST OF THE STATION.  THE OLD
 GB2503'DESCRIPTION IS ADEQUATE.  THE
 GB2503'DISTANCE FROM THE STATION TO REFERENCE MARKS NO.  1 AND 2
 GB2503'CHECKED THE OLD
 GB2503'MEASUREMENTS.  A NEW TO REACH FOLLOWS.
 GB2503'
 GB2503'TO REACH THE STATION FROM THE POST OFFICE IN ELK VALLEY, GO WEST FOR
 GB2503'0.15 MILE TO THE
 GB2503'JUNCTION OF ELK VALLEY ROAD, TURN LEFT, AND GO 0.25 MILE
 GB2503'TO A T ROAD RIGHT, TURN RIGHT
 GB2503'AND GO 0.6 MILE TO A CROSSROAD AT THE
 GB2503'TOP OF THE HILL.  TURN LEFT AND GO 0.9 MILE TO A
 GB2503'ROAD FORK, PROCEED
 GB2503'ON THE RIGHT HAND FORK AND GO 0.2 MILE TO ANOTHER ROAD FORK, HERE
 GB2503'KEEP RIGHT AND
 GB2503'GO 0.6 MILE TO AN OLD COAL SHUTE ON THE LEFT AT A
 GB2503'SHARP RIGHT HAND CURVE IN THE
 GB2503'ROAD.  HERE TURN SHARP RIGHT AND
 GB2503'PROCEED 0.9 MILE TO A CROSSROAD AT THE SUMMIT OF
 GB2503'THE HILL, TURN LEFT
 GB2503'AND GO 0.1 MILE TO A ROAD FORK, KEEP LEFT AND GO 0.7 MILE TO A ROAD
 GB2503'FORK, PROCEED
 GB2503'LEFT AND GO 0.3 MILE TO THE END OF TRUCK TRAVEL.  HERE
 GB2503'PACK NORTHERLY UP HILL FOR ABOUT
 GB2503'200 YARDS TO THE SUMMIT OF THE HILL AND STATION.
 GB2503'
 GB2503'OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER IN 1961.
 GB2503'
 GB2503'NOTE- THE CHECK ANGLE TO THE AZIMUTH MARK DID NOT CHECK BY 15.2
 GB2503'SECONDS.  ANOTHER
 GB2503'ATTEMPT AT A LATER DATE TO VERIFY THIS DIRECTION WAS
 GB2503'ATTEMPTED.  DUE TO THE
 GB2503'DISTANCE OF THE AZIMUTH MARK FROM THE STATION
 GB2503'(115 YARDS), IT DID NOT SEEM ADVISABLE TO
 GB2503'REOBSERVE THIS AZIMUTH MARK
 GB2503'THE THIRD TIME.  FROM A GROUND SET UP OBSERVATIONS WERE MADE
 GB2503'WITH A LOOKOUT
 GB2503'TOWER AS THE INITIAL TO THE AZIMUTH MARK.  THIS DIRECTION
 GB2503'OBTAINED DOES CHECK THE
 GB2503'1935 OBSERVATION, BUT THIS DOES NOT
 GB2503'NECESSARILY JUSTIFY A CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0701 ***********************************************************************
 GB0701  DESIGNATION -  CARDEN
 GB0701  PID         -  GB0701
 GB0701  STATE/COUNTY-  TN/ANDERSON
 GB0701  USGS QUAD   -  NORRIS (1990)
 GB0701
 GB0701                         *CURRENT SURVEY CONTROL
 GB0701  ___________________________________________________________________
 GB0701* NAD 83(1995)-  36 11 20.62583(N)    084 06 29.12663(W)     ADJUSTED  
 GB0701* NAVD 88     -       388.488  (meters)    1274.56   (feet)  ADJUSTED  
 GB0701  ___________________________________________________________________
 GB0701  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 GB0701  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0701  DYNAMIC HT  -         388.140 (meters)    1273.42  (feet)  COMP
 GB0701  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GB0701
 GB0701  HORZ ORDER  -  SECOND
 GB0701  VERT ORDER  -  SECOND    CLASS 0
 GB0701
 GB0701.The horizontal coordinates were established by classical geodetic methods
 GB0701.and adjusted by the National Geodetic Survey in April 1999..
 GB0701
 GB0701.The orthometric height was determined by differential leveling
 GB0701.and adjusted by the National Geodetic Survey in June 1991..
 GB0701
 GB0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0701
 GB0701.The geoid height was determined by GEOID03.
 GB0701
 GB0701.The dynamic height is computed by dividing the NAVD 88
 GB0701.geopotential number by the normal gravity value computed on the
 GB0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0701.degrees latitude (g = 980.6199 gals.).
 GB0701
 GB0701.The modeled gravity was interpolated from observed gravity values.
 GB0701
 GB0701;                    North         East     Units Scale Factor Converg.
 GB0701;SPC TN       -   207,537.857   770,157.305   MT  0.99996754   +1 06 27.4
 GB0701;SPC TN       -   680,897.12  2,526,757.76   sFT  0.99996754   +1 06 27.4
 GB0701;UTM  16      - 4,008,795.546   760,051.075   MT  1.00043333   +1 42 30.6
 GB0701
 GB0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0701!SPC TN       -   0.99994380  x   0.99996754  =   0.99991134
 GB0701!UTM  16      -   0.99994380  x   1.00043333  =   1.00037711
 GB0701
 GB0701|---------------------------------------------------------------------|
 GB0701| PID    Reference Object                     Distance      Geod. Az  |
 GB0701|                                                           dddmmss.s |
 GB0701| GB0702 CARDEN RM 1                          19.897 METERS 13709     |
 GB0701| GB2556 CROSS RESET                         APPROX.11.1 KM 2751512.5 |
 GB0701| GB0700 CARDEN RM 2                          15.803 METERS 30824     |
 GB0701| DB8951 CARDEN AZ MK                                       3102511.7 |
 GB0701|---------------------------------------------------------------------|
 GB0701
 GB0701                          SUPERSEDED SURVEY CONTROL
 GB0701
 GB0701  NAD 83(1995)-  36 11 20.62973(N)    084 06 29.13015(W) AD(       ) 2
 GB0701  NAD 83(1995)-  36 11 20.63050(N)    084 06 29.12997(W) AD(       ) 2
 GB0701  NAD 83(1986)-  36 11 20.63767(N)    084 06 29.12604(W) AD(       ) 2
 GB0701  NAD 27      -  36 11 20.35889(N)    084 06 29.41950(W) AD(       ) 2
 GB0701  NGVD 29 (??/??/92)  388.602  (m)         1274.94   (f) ADJ UNCH    2 0
 GB0701
 GB0701.Superseded values are not recommended for survey control.
 GB0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0701.See file dsdata.txt to determine how the superseded data were derived.
 GB0701
 GB0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6005108796(NAD 83)
 GB0701_MARKER: DE = TRAVERSE STATION DISK
 GB0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0701_STAMPING: CARDEN 1961
 GB0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0701+STABILITY: SURFACE MOTION
 GB0701
 GB0701  HISTORY     - Date     Condition        Report By
 GB0701  HISTORY     - 1961     MONUMENTED       CGS
 GB0701  HISTORY     - 1961     GOOD             CGS
 GB0701  HISTORY     - 1964     GOOD             CGS
 GB0701  HISTORY     - 1972     GOOD             TVA
 GB0701
 GB0701                          STATION DESCRIPTION
 GB0701
 GB0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0701'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF LAKE CITY,
 GB0701'2-1/2 MILES SOUTH OF
 GB0701'NORRIS AND ON THE SOUTH SIDE OF A HIGH CULTIVATED HILL.
 GB0701'
 GB0701'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB0701'HIGHWAY 61 IN CLINTON, GO
 GB0701'EAST ON STATE HIGHWAY 61 FOR 0.2 MILE TO A SIDE
 GB0701'ROAD LEFT JUST AFTER CROSSING
 GB0701'RAILROAD TRACKS, TURN LEFT, NORTH, ON
 GB0701'STATE HIGHWAY 61 FOR 1.9 MILES TO A SIDE ROAD
 GB0701'RIGHT, CONTINUE
 GB0701'STRAIGHT AHEAD FOR 3.0 MILES TO THE GLEN ALPINE SCHOOL ON THE
 GB0701'RIGHT, CONTINUE
 GB0701'STRAIGHT AHEAD FOR 0.25 MILE TO A CROSS ROAD, TURN LEFT,
 GB0701'WEST, FOR 1.0 MILE TO A
 GB0701'CROSS ROAD, TURN RIGHT, NORTHWEST, FOR 0.9
 GB0701'MILE TO A SIDE ROAD RIGHT, CONTINUE
 GB0701'STRAIGHT AHEAD FOR 0.8 MILE TO A
 GB0701'FORK, TAKE LEFT FORK, SOUTH, FOR 0.25 MILE TO THE
 GB0701'AZIMUTH MARK ON THE
 GB0701'RIGHT.  CONTINUE STRAIGHT AHEAD FOR ABOUT 100 YARDS, TURN LEFT,
 GB0701'EAST, FOR 0.1 MILE
 GB0701'TO THE STATION ON THE RIGHT.
 GB0701'
 GB0701'STATION MARK IS 14 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 1.6
 GB0701'FEET SOUTHWEST OF A
 GB0701'WITNESS SIGN.  THE MARK IS A STANDARD TRAVERSE DISK
 GB0701'SET IN A CONCRETE POST, SET
 GB0701'FLUSH, AND IS STAMPED CARDEN 1961.
 GB0701'
 GB0701'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 GB0701'4 FEET NORTH OF A 24
 GB0701'INCH WHITE OAK TREE AND ABOUT 1 FOOT LOWER THAN THE
 GB0701'STATION.  THE MARK IS A STANDARD
 GB0701'DISK SET IN A CONCRETE POST, SET
 GB0701'FLUSH, AND IS STAMPED CARDEN NO 1 1961.
 GB0701'
 GB0701'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 GB0701'AND ABOUT 1 FOOT HIGHER
 GB0701'THAN THE STATION.  THE MARK IS A STANDARD DISK SET IN A
 GB0701'CONCRETE POST, SET FLUSH, AND IS
 GB0701'STAMPED CARDEN NO 2 1961.
 GB0701'
 GB0701'AZIMUTH MARK IS 77 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 59
 GB0701'FEET NORTH OF THE CENTER OF
 GB0701'A FARM DRIVE AND 15 FEET WEST OF THE CENTER OF A
 GB0701'GRAVELED ROAD.  THE MARK IS A
 GB0701'STANDARD DISK SET IN A CONCRETE POST,
 GB0701'SET FLUSH, AND IS STAMPED CARDEN 1961.
 GB0701'
 GB0701'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GB0701
 GB0701                          STATION RECOVERY (1961)
 GB0701
 GB0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0701'6.2 MI NW FROM NORRIS.
 GB0701'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71, (ABOUT 1.0 MILE
 GB0701'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0701'THEN 1.0 MILE NORTHWEST ON A GRAVELED ROAD, THEN 1.9 MILES
 GB0701'NORTHEASTERLY ON A PAVED AND GRAVELED ROAD TO A Y JUNCTION, TURN
 GB0701'LEFT AND GO EAST FOR 0.15 MILE TO THE CREST OF A HILL AND A FIELD
 GB0701'ROAD, TURN LEFT AND FOLLOW THE FIELD ROAD FOR 0.1 MILE AND THE
 GB0701'STATION ON THE RIGHT.  THE STATION MARK IS 14 FT. SOUTH OF THE
 GB0701'CENTER OF A TRACK ROAD AND 1.6 FT. SOUTHWEST OF A WITNESS SIGN.
 GB0701'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GB0701
 GB0701                          STATION RECOVERY (1964)
 GB0701
 GB0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAG)
 GB0701'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND
 GB0701'AS DESCRIBED IN THE
 GB0701'1961 DESCRIPTION.  THE ORIGINAL TO-REACH IS
 GB0701'COMPLETELY ADEQUATE.  HORIZONTAL
 GB0701'DISTANCES AND DIRECTIONS TO THE
 GB0701'REFERENCE MARKS AND THE AZIMUTH MARK WERE ALSO
 GB0701'CHECKED.
 GB0701
 GB0701                          STATION RECOVERY (1972)
 GB0701
 GB0701'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (BJ)
 GB0701'CARDEN AND CARDEN AZI RECOVERED IN GOOD CONDITION.
 GB0701'
 GB0701'CARDEN 1961 FOUND STAMPED ON THE POINT.
 GB0701'
 GB0701'DESCRIPTION O.K. POST AND SIGN SET AT MON.
 GB0701'REF. NO. 1 FOUND IN GOOD CONDITION.
 GB0701'REF. NO. 2 FOUND IN GOOD CONDITION.
 GB0701'
 GB0701'DISTANCE AND DIRECTION FROM NEAREST TOWN 2-1/2 MILES WEST OF
 GB0701'NORRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0702 ***********************************************************************
 GB0702  DESIGNATION -  CARDEN RM 1
 GB0702  PID         -  GB0702
 GB0702  STATE/COUNTY-  TN/ANDERSON
 GB0702  USGS QUAD   -  NORRIS (1990)
 GB0702
 GB0702                         *CURRENT SURVEY CONTROL
 GB0702  ___________________________________________________________________
 GB0702* NAD 83(1986)-  36 11 20.     (N)    084 06 29.     (W)     SCALED    
 GB0702* NAVD 88     -       388.005  (meters)    1272.98   (feet)  ADJUSTED  
 GB0702  ___________________________________________________________________
 GB0702  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0702  DYNAMIC HT  -         387.657 (meters)    1271.84  (feet)  COMP
 GB0702  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GB0702
 GB0702  VERT ORDER  -  SECOND    CLASS 0
 GB0702
 GB0702.The horizontal coordinates were scaled from a topographic map and have
 GB0702.an estimated accuracy of +/- 6 seconds.
 GB0702
 GB0702.The orthometric height was determined by differential leveling
 GB0702.and adjusted by the National Geodetic Survey in June 1991..
 GB0702
 GB0702.The geoid height was determined by GEOID03.
 GB0702
 GB0702.The dynamic height is computed by dividing the NAVD 88
 GB0702.geopotential number by the normal gravity value computed on the
 GB0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0702.degrees latitude (g = 980.6199 gals.).
 GB0702
 GB0702.The modeled gravity was interpolated from observed gravity values.
 GB0702
 GB0702;                    North         East    Units  Estimated Accuracy
 GB0702;SPC TN       -   207,520.      770,160.      MT  (+/- 180 meters Scaled)
 GB0702
 GB0702                          SUPERSEDED SURVEY CONTROL
 GB0702
 GB0702  NGVD 29 (??/??/92)  388.119  (m)         1273.35   (f) ADJ UNCH    2 0
 GB0702
 GB0702.Superseded values are not recommended for survey control.
 GB0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0702.See file dsdata.txt to determine how the superseded data were derived.
 GB0702
 GB0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF600087(NAD 83)
 GB0702_MARKER: DR = REFERENCE MARK DISK
 GB0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0702_STAMPING: CARDEN NO 1 1961
 GB0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0702+STABILITY: SURFACE MOTION
 GB0702
 GB0702  HISTORY     - Date     Condition        Report By
 GB0702  HISTORY     - 1961     MONUMENTED       CGS
 GB0702
 GB0702                          STATION DESCRIPTION
 GB0702
 GB0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0702'6.2 MI NW FROM NORRIS.
 GB0702'THIS MARK IS LOCATED AT THE CARDEN 1961 STATION SITE, 65.3 FT.
 GB0702'SOUTHEAST OF THE STATION MARK, 18 FT. SOUTH OF THE CENTER OF THE
 GB0702'TRACK ROAD, AND 4 FT. NORTH OF A 24-INCH WHITE OAK TREE.  THE DISK
 GB0702'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0700 ***********************************************************************
 GB0700  DESIGNATION -  CARDEN RM 2
 GB0700  PID         -  GB0700
 GB0700  STATE/COUNTY-  TN/ANDERSON
 GB0700  USGS QUAD   -  NORRIS (1990)
 GB0700
 GB0700                         *CURRENT SURVEY CONTROL
 GB0700  ___________________________________________________________________
 GB0700* NAD 83(1986)-  36 11 20.     (N)    084 06 29.     (W)     SCALED    
 GB0700* NAVD 88     -       388.342  (meters)    1274.09   (feet)  ADJUSTED  
 GB0700  ___________________________________________________________________
 GB0700  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0700  DYNAMIC HT  -         387.994 (meters)    1272.94  (feet)  COMP
 GB0700  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GB0700
 GB0700  VERT ORDER  -  SECOND    CLASS 0
 GB0700
 GB0700.The horizontal coordinates were scaled from a topographic map and have
 GB0700.an estimated accuracy of +/- 6 seconds.
 GB0700
 GB0700.The orthometric height was determined by differential leveling
 GB0700.and adjusted by the National Geodetic Survey in June 1991..
 GB0700
 GB0700.The geoid height was determined by GEOID03.
 GB0700
 GB0700.The dynamic height is computed by dividing the NAVD 88
 GB0700.geopotential number by the normal gravity value computed on the
 GB0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0700.degrees latitude (g = 980.6199 gals.).
 GB0700
 GB0700.The modeled gravity was interpolated from observed gravity values.
 GB0700
 GB0700;                    North         East    Units  Estimated Accuracy
 GB0700;SPC TN       -   207,520.      770,160.      MT  (+/- 180 meters Scaled)
 GB0700
 GB0700                          SUPERSEDED SURVEY CONTROL
 GB0700
 GB0700  NGVD 29 (??/??/92)  388.456  (m)         1274.46   (f) ADJ UNCH    2 0
 GB0700
 GB0700.Superseded values are not recommended for survey control.
 GB0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0700.See file dsdata.txt to determine how the superseded data were derived.
 GB0700
 GB0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF600087(NAD 83)
 GB0700_MARKER: DR = REFERENCE MARK DISK
 GB0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0700_STAMPING: CARDEN NO 2 1961
 GB0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0700+STABILITY: SURFACE MOTION
 GB0700
 GB0700  HISTORY     - Date     Condition        Report By
 GB0700  HISTORY     - 1961     MONUMENTED       CGS
 GB0700
 GB0700                          STATION DESCRIPTION
 GB0700
 GB0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0700'6.2 MI NW FROM NORRIS.
 GB0700'THIS MARK IS LOCATED AT THE CARDEN 1961 STATION SITE, 52 FT.
 GB0700'NORTHWEST OF THE STATION SITE, AND 10 FT. SOUTH OF THE CENTER OF THE
 GB0700'TRACK ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 GB0700'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1915 ***********************************************************************
 FC1915  DESIGNATION -  CARDWELL
 FC1915  PID         -  FC1915
 FC1915  STATE/COUNTY-  TN/WARREN
 FC1915  USGS QUAD   -  CARDWELL MOUNTAIN (1987)
 FC1915
 FC1915                         *CURRENT SURVEY CONTROL
 FC1915  ___________________________________________________________________
 FC1915* NAD 83(1995)-  35 40 56.54880(N)    085 40 48.65157(W)     ADJUSTED  
 FC1915* NAVD 88     -       524.     (meters)    1719.     (feet)  SCALED    
 FC1915  ___________________________________________________________________
 FC1915  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 FC1915  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1915
 FC1915  HORZ ORDER  -  THIRD
 FC1915
 FC1915.The horizontal coordinates were established by classical geodetic methods
 FC1915.and adjusted by the National Geodetic Survey in April 1999..
 FC1915
 FC1915.The orthometric height was scaled from a topographic map.
 FC1915
 FC1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1915
 FC1915.The geoid height was determined by GEOID03.
 FC1915
 FC1915;                    North         East     Units Scale Factor Converg.
 FC1915;SPC TN       -   149,722.063   628,949.804   MT  0.99995189   +0 11 14.0
 FC1915;SPC TN       -   491,213.14  2,063,479.48   sFT  0.99995189   +0 11 14.0
 FC1915;UTM  16      - 3,949,522.527   619,430.715   MT  0.99977577   +0 46 11.7
 FC1915
 FC1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1915!SPC TN       -   0.99992230  x   0.99995189  =   0.99987419
 FC1915!UTM  16      -   0.99992230  x   0.99977577  =   0.99969808
 FC1915
 FC1915                          SUPERSEDED SURVEY CONTROL
 FC1915
 FC1915  NAD 83(1995)-  35 40 56.55207(N)    085 40 48.65488(W) AD(       ) 4
 FC1915  NAD 83(1986)-  35 40 56.56125(N)    085 40 48.65233(W) AD(       ) 4
 FC1915  NAD 27      -  35 40 56.30500(N)    085 40 48.71500(W) AD(       ) 3
 FC1915
 FC1915.Superseded values are not recommended for survey control.
 FC1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1915.See file dsdata.txt to determine how the superseded data were derived.
 FC1915
 FC1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1943149523(NAD 83)
 FC1915_MARKER: X = CHISELED CROSS
 FC1915_SETTING: 0 = UNSPECIFIED SETTING
 FC1915_MARK LOGO: CGS   
 FC1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1915
 FC1915  HISTORY     - Date     Condition        Report By
 FC1915  HISTORY     - 1881     MONUMENTED       CGS
 FC1915  HISTORY     - 1958     GOOD             USGS
 FC1915
 FC1915                          STATION DESCRIPTION
 FC1915
 FC1915'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FC1915'STATION IS APPROXIMATELY 5-1/2 MILES E OF MCMINNVILLE AND IS ON THE
 FC1915'HIGHEST AND SOUTHERNMOST OF TWO PEAKS ATOP CARDWELL MOUNTAIN.  IT IS
 FC1915'A CHISLED CROSS AND DRILL HOLE WITH THE LETTERS USBM ON FLAT ROCK ON
 FC1915'TOP OF MOUNTIAN.  THE MARK WAS FOUND THROUGH THE ASSISTANCE OF
 FC1915'MR. R. CARDWELL, OWNER OF THE APPLE ORCHARDS ON CARDWELL MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1467 ***********************************************************************
 GD1467  DESIGNATION -  CARMEL
 GD1467  PID         -  GD1467
 GD1467  STATE/COUNTY-  TN/BENTON
 GD1467  USGS QUAD   -  POPLAR CREEK (1973)
 GD1467
 GD1467                         *CURRENT SURVEY CONTROL
 GD1467  ___________________________________________________________________
 GD1467* NAD 83(1995)-  36 16 04.89601(N)    088 03 06.12836(W)     ADJUSTED  
 GD1467* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 GD1467  ___________________________________________________________________
 GD1467  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 GD1467  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GD1467
 GD1467  HORZ ORDER  -  SECOND
 GD1467
 GD1467.The horizontal coordinates were established by classical geodetic methods
 GD1467.and adjusted by the National Geodetic Survey in April 1999..
 GD1467
 GD1467.The orthometric height was scaled from a topographic map.
 GD1467
 GD1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1467
 GD1467.The geoid height was determined by GEOID03.
 GD1467
 GD1467;                    North         East     Units Scale Factor Converg.
 GD1467;SPC TN       -   216,587.336   415,656.687   MT  0.99997701   -1 12 04.1
 GD1467;SPC TN       -   710,586.95  1,363,700.31   sFT  0.99997701   -1 12 04.1
 GD1467;UTM  16      - 4,014,190.117   405,532.744   MT  0.99970995   -0 37 19.9
 GD1467
 GD1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1467!SPC TN       -   0.99997452  x   0.99997701  =   0.99995153
 GD1467!UTM  16      -   0.99997452  x   0.99970995  =   0.99968447
 GD1467
 GD1467|---------------------------------------------------------------------|
 GD1467| PID    Reference Object                     Distance      Geod. Az  |
 GD1467|                                                           dddmmss.s |
 GD1467| CG3348 CARMEL RM 1                          29.215 METERS 03556     |
 GD1467| GD1471 BIG SANDY ST FOREST LOT WT 2        APPROX. 3.6 KM 1382305.3 |
 GD1467| CG3349 CARMEL RM 2                          39.514 METERS 15431     |
 GD1467| CG3350 CARMEL RM 3                          17.589 METERS 17813     |
 GD1467| CG3347 CARMEL AZ MK                                       1794258.8 |
 GD1467| GD1477 BRUCETON MUNICIPAL TANK             APPROX.31.2 KM 2134932.1 |
 GD1467| CG3351 CARMEL RM 4                          17.428 METERS 26040     |
 GD1467|---------------------------------------------------------------------|
 GD1467
 GD1467                          SUPERSEDED SURVEY CONTROL
 GD1467
 GD1467  NAD 83(1995)-  36 16 04.89915(N)    088 03 06.13157(W) AD(       ) 2
 GD1467  NAD 83(1995)-  36 16 04.89917(N)    088 03 06.13515(W) AD(       ) 2
 GD1467  NAD 83(1986)-  36 16 04.90515(N)    088 03 06.12962(W) AD(       ) 2
 GD1467  NAD 27      -  36 16 04.70400(N)    088 03 06.00100(W) AD(       ) 2
 GD1467
 GD1467.Superseded values are not recommended for survey control.
 GD1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1467.See file dsdata.txt to determine how the superseded data were derived.
 GD1467
 GD1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0553314190(NAD 83)
 GD1467_MARKER: DS = TRIANGULATION STATION DISK
 GD1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1467
 GD1467  HISTORY     - Date     Condition        Report By
 GD1467  HISTORY     - 1934     MONUMENTED       CGS
 GD1467  HISTORY     - 1952     GOOD             CGS
 GD1467  HISTORY     - 1968     GOOD             CGS
 GD1467  HISTORY     - 1969     GOOD             CGS
 GD1467  HISTORY     - 1971     GOOD             LOCENG
 GD1467  HISTORY     - 1986     GOOD             USPSQD
 GD1467
 GD1467                          STATION DESCRIPTION
 GD1467
 GD1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1467'ABOUT 3 MILES NORTH-NORTHEAST OF BIG SANDY, ABOUT 1-1/2 MILES
 GD1467'SOUTH-SOUTHWEST OF MOUNT CARMEL CHURCH, ABOUT 3 MILES WEST-NORTHWEST
 GD1467'OF FAXON, ON LICK CREEK ROAD, ON HIGH HEAVILY WOODED GROUND, AND ON
 GD1467'PROPERTY OF MR. DAVID CLEMANT.  TO REACH STATION FROM JORDAN
 GD1467'GROCERY CO. ON ROUTE 69 JUST NORTH OF RAILROAD CROSSING IN BIG
 GD1467'SANDY, GO EAST 0.05 MILE AND TURN LEFT AT NOBLES STORE, GO 0.05 MILE
 GD1467'AND TURN RIGHT ACROSS SMALL BRIDGE, FOLLOW MAIN ROAD 0.45 MILE TO
 GD1467'FORKS, TAKE LEFT FORK WITH ARROW DANVILLE FERRY AND PROCEED 0.4
 GD1467'MILE TO FORKS, TAKE UPPER RIGHT FORK AND CONTINUE 2.25 MILES TO
 GD1467'TRIANGLE-BLAZED TREE AND STATION ON LEFT.  STATION IS 30 FEET WEST
 GD1467'OF CENTER LINE OF ROAD, ABOUT 100 YARDS SOUTH-SOUTHWEST OF CABIN
 GD1467'OWNED BY MRS. FRENCH, AND 19 FEET SOUTHEAST OF 15-INCH BLACK OAK
 GD1467'WITH TRIANGULAR BLAZE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1467'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GD1467'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO 1 IS
 GD1467'IN CLEARED AREA, 13 FEET EAST OF CENTER LINE OF ROAD, 14 FEET
 GD1467'WEST OF 15-INCH HICKORY TREE, AND 95.85 FEET FROM STATION
 GD1467'N 35 DEG 56 MIN E.  NO 2 IS AT EDGE OF WOODS, 17 FEET EAST
 GD1467'OF CENTER LINE OF ROAD, AND 129.64 FEET FROM STATION
 GD1467'S 25 DEG 29 MIN E.  AZIMUTH MARK IS 20 FEET EAST OF CENTER LINE OF
 GD1467'ROAD, 12 FEET WEST OF WOODS LINE, ABOUT 110 FEET SOUTH OF T-ROAD,
 GD1467'AND 0.3 MILE FROM STATION S 00 DEG 17 MIN E.
 GD1467
 GD1467                          STATION RECOVERY (1952)
 GD1467
 GD1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1467'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GD1467'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS CHECKED BUT THE
 GD1467'DIRECTIONS DID NOT CHECK.  THE DISTANCE AND DIRECTION TO THE
 GD1467'AZIMUTH MARK DID NOT CHECK.  NEW DIRECTIONS TO REACH THE STATION
 GD1467'FOLLOW.
 GD1467'
 GD1467'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BIG SANDY, GO NORTH
 GD1467'ON PAVED ROAD FOR 0.1 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 GD1467'0.35 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.4 MILE TO A FORK.
 GD1467'TAKE RIGHT FORK, GRAVEL, AND GO 1.95 MILES TO THE AZIMUTH MARK ON
 GD1467'THE RIGHT, EAST SIDE OF THE ROAD.  CONTINUE NORTH ON THE ROAD
 GD1467'FOR 0.35 MILE TO THE STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 GD1467'
 GD1467'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1467
 GD1467                          STATION RECOVERY (1968)
 GD1467
 GD1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1467'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GD1467'GOOD CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 GD1467'REFERENCE MARK NO. 1, BUT IT COULD NOT BE FOUND AND IS PRESUMED TO
 GD1467'HAVE BEEN DESTROYED BY THE GRADING OUT OF A CUT FOR AN
 GD1467'APPROACH ROAD NEAR THE STATION SITE.  THE CONCRETE MONUMENT FOR
 GD1467'REFERENCE MARK NO. 2 WAS FOUND UPROOTED AND SOME DISTANCE FROM
 GD1467'ITS ORIGINAL SITE AND THE DISK WAS REMOVED.  IT WILL TAKE
 GD1467'CONSIDERABLE CLEARING TO MAKE THE AZIMUTH MARK AGAIN VISIBLE FROM
 GD1467'THE STATION, AT WHICH TIME TWO NEW REFERENCE MARKS CAN BE SET.
 GD1467'
 GD1467'DUE TO CHANGES IN THE ROADS, THE ORIGINAL DESCRIPTION IS NO LONGER
 GD1467'COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1467'
 GD1467'THE STATION IS LOCATED NEAR THE SUMMIT OF A RATHER HIGH, HEAVILY
 GD1467'WOODED HILL ABOUT 3 MILES NORTH-NORTHEAST OF BIG SANDY, 3 MILES
 GD1467'WEST-NORTHWEST OF FAXON, AND 1-1/2 MILES SOUTH-SOUTHWEST OF THE OLD
 GD1467'MOUNT CARMEL CHURCH.
 GD1467'
 GD1467'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO EAST ALONG
 GD1467'THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.1 OF A MILE TO A
 GD1467'CROSSROAD.  HERE TURN LEFT CROSSING THE RAILROAD TRACKS AND GO
 GD1467'NORTH AND NORTHEAST ON A PAVED ROAD FOR 0.5 OF A MILE TO A FORK
 GD1467'WHERE FAXON ROAD BEARS RIGHT AND LICK CREEK ROAD, COUNTY ROAD S 8150
 GD1467'1, BEARS LEFT.  HERE BEAR LEFT ON LICK CREEK ROAD AND GO
 GD1467'NORTHEASTERLY FOR 2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 GD1467'DESCRIBED.  CONTINUE NORTHERLY ON LICK CREEK ROAD FOR 0.35 OF
 GD1467'A MILE TO A T-ROAD LEFT NEAR THE SUMMIT OF A RISE AND THE STATION ON
 GD1467'THE LEFT AS DESCRIBED.
 GD1467'
 GD1467'THE STATION IS 104 FEET WEST OF THE APPROXIMATE CENTER OF LICK CREEK
 GD1467'ROAD, COUNTY ROAD S 8150 1, 61 FEET SOUTHWEST OF A UTILITY POLE, 53
 GD1467'FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK WOODS ROAD, 16.5
 GD1467'FEET NORTHEAST OF A 16-INCH, TRIANGULAR BLAZED, POST OAK TREE, AND
 GD1467'0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1467'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1467'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED CARMEL 1934.
 GD1467'
 GD1467'THE AZIMUTH MARK IS ALONG THE EAST RIGHT-OF-WAY OF LICK CREEK ROAD,
 GD1467'125 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 GD1467'INTERSECTION OF LICK CREEK ROAD AND A GRAVELED ROAD LEADING INTO THE
 GD1467'PLEASANT RIDGE PRESBYTERIAN CHURCH, 73 FEET SOUTH OF A GUYED
 GD1467'TELEPHONE POLE, 36 FEET EAST OF THE APPROXIMATE CENTER OF LICK CREEK
 GD1467'ROAD, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 GD1467'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1467'ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GD1467'STAMPED CARMEL AZI 1934.
 GD1467'
 GD1467'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1467'NORTH-NORTHWEST OF BIG SANDY.
 GD1467
 GD1467                          STATION RECOVERY (1969)
 GD1467
 GD1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1467'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GD1467'GOOD CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 GD1467'REFERENCE MARK NO. 1 BUT IT COULD NOT BE FOUND AND IS PRESUMED TO
 GD1467'HAVE BEEN DESTROYED BY THE GRADING OUT OF A CUT FOR AN APPROACH ROAD
 GD1467'NEAR THE STATION SITE.  THE CONCRETE MONUMENT FOR REFERENCE MARK
 GD1467'NO. 2 WAS FOUND UPROOTED AND SOME DISTANCE FROM ITS ORIGINAL
 GD1467'SITE, AND THE DISK WAS REMOVED.  CONSIDERABLE CLEARING WILL BE
 GD1467'REQUIRED TO MAKE THE AZIMUTH MARK VISIBLE FROM THE STATION.  TWO
 GD1467'NEW REFERENCE MARKS NO 3 AND NO 4 WERE ESTABLISHED AND THE STATION
 GD1467'WAS OCCUPIED AND THE HORIZONTAL ANGLES BETWEEN INTERSECTION
 GD1467'STATION BIG SANDY, STATE FOREST LOOKOUT TOWER WT 2 1952 AND THE
 GD1467'NEWLY ESTABLISHED REFERENCE MARKS OBSERVED.
 GD1467'
 GD1467'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1467'
 GD1467'THE STATION IS LOCATED NEAR THE SUMMIT OF A RATHER HIGH, HEAVILY
 GD1467'WOODED HILL ABOUT 3 MILES NORTH-NORTHEAST OF BIG SANDY, 3 MILES
 GD1467'WEST-NORTHWEST OF FAXON, 1-1/2 MILES SOUTH-SOUTHWEST OF THE OLD
 GD1467'MOUNT CARMEL CHURCH, AND ON STATE FOREST PROPERTY.
 GD1467'
 GD1467'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO EAST ALONG
 GD1467'THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.1 OF A MILE TO A
 GD1467'CROSSING. HERE TURN LEFT CROSSING THE RAILROAD TRACKS AND GO NORTH
 GD1467'AND NORTHEAST ON A PAVED ROAD FOR 0.5 OF A MILE TO A FORK WHERE FAXON
 GD1467'ROAD BEARS RIGHT AND LICK CREEK ROAD, COUNTY ROAD S 8150 1, BEARS
 GD1467'LEFT.  HERE BEAR LEFT ON LICK CREEK ROAD AND GO NORTHEASTERLY FOR
 GD1467'2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 GD1467'NORTHERLY ON LICK CREEK ROAD FOR 0.35 OF A MILE TO A T-ROAD LEFT
 GD1467'NEAR THE SUMMIT OF A RISE AND THE STATION ON THE LEFT AS
 GD1467'DESCRIBED.
 GD1467'
 GD1467'THE STATION IS 104 FEET WEST OF THE APPROXIMATE CENTER OF LICK CREEK
 GD1467'ROAD, 61 FEET SOUTHWEST OF A UTILITY POLE, 53 FEET SOUTH OF THE
 GD1467'APPROXIMATE CENTER OF A TRACK WOODS ROAD, 16.5 FEET NORTHEAST OF A
 GD1467'16-INCH, TRIANGLE BLAZED, POST OAK TREE, AND 0.8 OF A FOOT EAST OF
 GD1467'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1467'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 GD1467'AND THE DISK IS STAMPED CARMEL 1934.
 GD1467'
 GD1467'REFERENCE MARK NO 3 IS 105 FEET SOUTH-SOUTHWEST OF A UTILITY POLE, 45
 GD1467'FEET SOUTH-SOUTHEAST OF A 16-INCH, TRIANGLE BLAZED, POST OAK TREE,
 GD1467'31 FEET WEST OF THE APPROXIMATE CENTER OF AN ABANDONED GRAVELED
 GD1467'ROAD, 18 FEET SOUTH OF A 10-INCH CEDAR TREE, AND 1.5 FEET NORTHEAST
 GD1467'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1467'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4
 GD1467'INCHES AND THE DISK IS STAMPED CARMEL 1934 NO 3 1969.
 GD1467'
 GD1467'REFERENCE MARK NO 4 IS 121 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 GD1467'CENTER OF THE INTERSECTION OF AN OLD ABANDONED ROAD AND THE TRACK
 GD1467'WOODS ROAD, 46 FEET WEST-NORTHWEST OF THE 16-INCH, TRIANGLE BLAZED,
 GD1467'POST OAK TREE, 10 FEET EAST-NORTHEAST OF AN 8-INCH CEDAR TREE, 9
 GD1467'FEET SOUTH OF THE APPROXIMATE CENTER OF THE TRACK WOODS ROAD, AND
 GD1467'1.1 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1467'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 GD1467'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED CARMEL 1934 NO 4
 GD1467'1969.
 GD1467'
 GD1467'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 GD1467'REFERENCE MARK NO. 4 IS 75.74 FEET - 23.085 METERS.
 GD1467'
 GD1467'THE AZIMUTH MARK IS ALONG THE EAST RIGHT-OF-WAY OF LICK CREEK ROAD,
 GD1467'125 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 GD1467'INTERSECTION OF LICK CREEK ROAD AND A GRAVELED ROAD LEADING INTO THE
 GD1467'PLEASANT RIDGE PRESBYTERIAN CHURCH, 73 FEET SOUTH OF A GUYED
 GD1467'TELEPHONE POLE, 36 FEET EAST OF THE APPROXIMATE CENTER OF LICK CREEK
 GD1467'ROAD, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 GD1467'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1467'ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GD1467'STAMPED CARMEL AZI 1934.
 GD1467'
 GD1467'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN - ABOUT 3 MILES
 GD1467'NORTH OF BIG SANDY.
 GD1467
 GD1467                          STATION RECOVERY (1971)
 GD1467
 GD1467'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1467'CARMEL STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1467'
 GD1467'DESCRIPTION AS IN BULLETIN.  ALL REFS. AND AZ. MKS. GOOD AND
 GD1467'AS DESCRIBED IN BULLETIN.
 GD1467'
 GD1467'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MI. N-NE BIG SANDY,
 GD1467'TENN.
 GD1467
 GD1467                          STATION RECOVERY (1986)
 GD1467
 GD1467'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1277 ***********************************************************************
 GC1277  DESIGNATION -  CARON
 GC1277  PID         -  GC1277
 GC1277  STATE/COUNTY-  TN/MONTGOMERY
 GC1277  USGS QUAD   -  CLARKSVILLE (1984)
 GC1277
 GC1277                         *CURRENT SURVEY CONTROL
 GC1277  ___________________________________________________________________
 GC1277* NAD 83(1986)-  36 35 46.     (N)    087 17 13.     (W)     SCALED    
 GC1277* NAVD 88     -       162.224  (meters)     532.23   (feet)  ADJUSTED  
 GC1277  ___________________________________________________________________
 GC1277  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1277  DYNAMIC HT  -         162.091 (meters)     531.79  (feet)  COMP
 GC1277  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GC1277
 GC1277  VERT ORDER  -  SECOND    CLASS 0
 GC1277
 GC1277.The horizontal coordinates were scaled from a topographic map and have
 GC1277.an estimated accuracy of +/- 6 seconds.
 GC1277
 GC1277.The orthometric height was determined by differential leveling
 GC1277.and adjusted by the National Geodetic Survey in June 1991..
 GC1277
 GC1277.The geoid height was determined by GEOID03.
 GC1277
 GC1277.The dynamic height is computed by dividing the NAVD 88
 GC1277.geopotential number by the normal gravity value computed on the
 GC1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1277.degrees latitude (g = 980.6199 gals.).
 GC1277
 GC1277.The modeled gravity was interpolated from observed gravity values.
 GC1277
 GC1277;                    North         East    Units  Estimated Accuracy
 GC1277;SPC TN       -   251,820.      484,840.      MT  (+/- 180 meters Scaled)
 GC1277
 GC1277                          SUPERSEDED SURVEY CONTROL
 GC1277
 GC1277  NGVD 29 (??/??/92)  162.304  (m)          532.49   (f) ADJ UNCH    2 0
 GC1277
 GC1277.Superseded values are not recommended for survey control.
 GC1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1277.See file dsdata.txt to determine how the superseded data were derived.
 GC1277
 GC1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF743501(NAD 83)
 GC1277_MARKER: DD = SURVEY DISK
 GC1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1277_STAMPING: CARON 1965
 GC1277_MARK LOGO: TNHD  
 GC1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1277+STABILITY: SURFACE MOTION
 GC1277
 GC1277  HISTORY     - Date     Condition        Report By
 GC1277  HISTORY     - 1965     MONUMENTED       TNHD
 GC1277  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1277
 GC1277                          STATION DESCRIPTION
 GC1277
 GC1277'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1277'5.7 MI NE FROM CLARKSVILLE.
 GC1277'FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48,
 GC1277'ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO 2.8 MILES NORTHEAST
 GC1277'ON U.S. HIGHWAY 79 TO THE MARK ON THE LEFT, 46 FEET NORTHWEST
 GC1277'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 79, 15 FEET SOUTHEAST
 GC1277'OF A WOVEN-WIRE FENCE AND 14.3 FEET SOUTHEAST OF A WITNESS
 GC1277'POST WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1277'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1277
 GC1277                          STATION RECOVERY (1984)
 GC1277
 GC1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1277'SEARCHED FOR BUT NOT RECOVERED.  NONE OF THE REFERENCE MEASUREMENTS
 GC1277'WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2457 ***********************************************************************
 GC2457  DESIGNATION -  CARON
 GC2457  PID         -  GC2457
 GC2457  STATE/COUNTY-  TN/MONTGOMERY
 GC2457  USGS QUAD   -  CLARKSVILLE (1984)
 GC2457
 GC2457                         *CURRENT SURVEY CONTROL
 GC2457  ___________________________________________________________________
 GC2457* NAD 83(1995)-  36 35 45.16019(N)    087 17 13.44608(W)     ADJUSTED  
 GC2457* NAVD 88     -       162.22   (+/-2cm)     532.2    (feet)  VERTCON   
 GC2457  ___________________________________________________________________
 GC2457  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 GC2457  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2457
 GC2457  HORZ ORDER  -  SECOND
 GC2457  VERT ORDER  -  THIRD ? (See Below)
 GC2457
 GC2457.The horizontal coordinates were established by classical geodetic methods
 GC2457.and adjusted by the National Geodetic Survey in April 1999..
 GC2457
 GC2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2457.The vertical order pertains to the NGVD 29 superseded value.
 GC2457
 GC2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2457
 GC2457.The geoid height was determined by GEOID03.
 GC2457
 GC2457;                    North         East     Units Scale Factor Converg.
 GC2457;SPC TN       -   251,793.104   484,831.547   MT  1.00003670   -0 45 12.6
 GC2457;SPC TN       -   826,091.21  1,590,651.50   sFT  1.00003670   -0 45 12.6
 GC2457;UTM  16      - 4,050,081.660   474,323.218   MT  0.99960812   -0 10 16.1
 GC2457
 GC2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2457!SPC TN       -   0.99997918  x   1.00003670  =   1.00001588
 GC2457!UTM  16      -   0.99997918  x   0.99960812  =   0.99958731
 GC2457
 GC2457|---------------------------------------------------------------------|
 GC2457| PID    Reference Object                     Distance      Geod. Az  |
 GC2457|                                                           dddmmss.s |
 GC2457| CG5035 CARON RM 2                           18.001 METERS 02741     |
 GC2457| GC1275 CARON AZ MK                                        0391004.9 |
 GC2457| CG5034 CARON RM 1                           23.786 METERS 22631     |
 GC2457|---------------------------------------------------------------------|
 GC2457
 GC2457                          SUPERSEDED SURVEY CONTROL
 GC2457
 GC2457  NAD 83(1995)-  36 35 45.16086(N)    087 17 13.44685(W) AD(       ) 2
 GC2457  NAD 83(1995)-  36 35 45.16680(N)    087 17 13.44950(W) AD(       ) 2
 GC2457  NAD 83(1986)-  36 35 45.17018(N)    087 17 13.44929(W) AD(       ) 2
 GC2457  NAD 27      -  36 35 45.00216(N)    087 17 13.42673(W) AD(       ) 2
 GC2457  NGVD 29 (07/19/86)  162.30   (m)          532.5    (f) LEVELING    3  
 GC2457
 GC2457.Superseded values are not recommended for survey control.
 GC2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2457.See file dsdata.txt to determine how the superseded data were derived.
 GC2457
 GC2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7432350082(NAD 83)
 GC2457_MARKER: DD = SURVEY DISK
 GC2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2457
 GC2457  HISTORY     - Date     Condition        Report By
 GC2457  HISTORY     - 1965     MONUMENTED       TNHD
 GC2457
 GC2457                          STATION DESCRIPTION
 GC2457
 GC2457'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2457'THE STATION IS LOCATED ABOUT 5.7 MILES NORTHEAST OF DOWNTOWN
 GC2457'CLARKSVILLE.
 GC2457'
 GC2457'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2457'ROUTE 48, ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO 2.8 MILES
 GC2457'NORTHEAST ON U.S. HIGHWAY 79 TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2457'
 GC2457'THE STATION MARK IS 46 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GC2457'U.S. HIGHWAY 79, 15 FEET SOUTHEAST OF A WOVEN WIRE FENCE AND 14.3
 GC2457'FEET SOUTHEAST OF A WITNESS POST. THE SURFACE AND UNDERGROUND MARKS
 GC2457'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GC2457'ARE STAMPED CARON 1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GC2457'THE SURFACE. THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC2457'CONCRETE MONUMENT.
 GC2457'
 GC2457'REFERENCE MARK NO. 1 IS 58 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC2457'OF U.S. HIGHWAY 79, 36 FEET NORTHEAST OF TELEPHONE POLE NO. 1863
 GC2457'AND 2 FEET SOUTHWEST OF THE WOVEN-WIRE FENCE. IT IS A STANDARD
 GC2457'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2457'CONCRETE MONUMENT AND THE DISK IS STAMPED CARON RM-1 1965.
 GC2457'
 GC2457'REFERENCE MARK NO. 2 IS 55 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC2457'OF U.S. HIGHWAY 79 AND 5 FEET SOUTHEAST OF THE WOVEN-WIRE
 GC2457'FENCE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2457'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2457'CARON RM-2 1965.
 GC2457'
 GC2457'THE AZIMUTH MARK IS 58 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GC2457'U.S. HIGHWAY 79, 57 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GC2457'GRAVELED DRIVE, 43 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 25
 GC2457'FEET NORTHEAST OF TELEPHONE POLE NO. 1851 AND 1.1 FEET SOUTHEAST OF A
 GC2457'WITNESS POST. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC2457'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2457'STAMPED CARON AZI 1965.
 GC2457'
 GC2457'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.35 MILE NORTHEAST ON
 GC2457'U.S. HIGHWAY 79 TO THE MARK ON THE LEFT.
 GC2457'
 GC2457'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GC2457'
 GC2457'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1275 ***********************************************************************
 GC1275  DESIGNATION -  CARON AZ MK
 GC1275  PID         -  GC1275
 GC1275  STATE/COUNTY-  TN/MONTGOMERY
 GC1275  USGS QUAD   -  CLARKSVILLE (1984)
 GC1275
 GC1275                         *CURRENT SURVEY CONTROL
 GC1275  ___________________________________________________________________
 GC1275* NAD 83(1986)-  36 35 58.     (N)    087 17 00.     (W)     SCALED    
 GC1275* NAVD 88     -       157.145  (meters)     515.57   (feet)  ADJUSTED  
 GC1275  ___________________________________________________________________
 GC1275  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC1275  DYNAMIC HT  -         157.017 (meters)     515.15  (feet)  COMP
 GC1275  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GC1275
 GC1275  VERT ORDER  -  SECOND    CLASS 0
 GC1275
 GC1275.The horizontal coordinates were scaled from a topographic map and have
 GC1275.an estimated accuracy of +/- 6 seconds.
 GC1275
 GC1275.The orthometric height was determined by differential leveling
 GC1275.and adjusted by the National Geodetic Survey in June 1991..
 GC1275
 GC1275.The geoid height was determined by GEOID03.
 GC1275
 GC1275.The dynamic height is computed by dividing the NAVD 88
 GC1275.geopotential number by the normal gravity value computed on the
 GC1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1275.degrees latitude (g = 980.6199 gals.).
 GC1275
 GC1275.The modeled gravity was interpolated from observed gravity values.
 GC1275
 GC1275;                    North         East    Units  Estimated Accuracy
 GC1275;SPC TN       -   252,180.      485,170.      MT  (+/- 180 meters Scaled)
 GC1275
 GC1275                          SUPERSEDED SURVEY CONTROL
 GC1275
 GC1275  NGVD 29 (??/??/92)  157.227  (m)          515.84   (f) ADJ UNCH    2 0
 GC1275
 GC1275.Superseded values are not recommended for survey control.
 GC1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1275.See file dsdata.txt to determine how the superseded data were derived.
 GC1275
 GC1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF746504(NAD 83)
 GC1275_MARKER: DD = SURVEY DISK
 GC1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1275_STAMPING: CARON AZI 1965
 GC1275_MARK LOGO: TNHD  
 GC1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1275+STABILITY: SURFACE MOTION
 GC1275
 GC1275  HISTORY     - Date     Condition        Report By
 GC1275  HISTORY     - 1965     MONUMENTED       TNHD
 GC1275  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1275
 GC1275                          STATION DESCRIPTION
 GC1275
 GC1275'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1275'6 MI NE FROM CLARKSVILLE.
 GC1275'FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48,
 GC1275'ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO 6.05 MILES NORTHEAST
 GC1275'ON U.S. HIGHWAY 79 TO THE MARK ON THE LEFT, 58 FEET SOUTHEAST
 GC1275'OF A WOVEN-WIRE FENCE, 57 FEET SOUTHWEST OF THE APPROXIMATE
 GC1275'CENTER OF A GRAVELED ROAD, 43 FEET EAST OF THE SOUTHWEST CORNER
 GC1275'OF A BARN, 25 FEET NORTHEAST OF TELEPHONE POLE NO. 1851 AND
 GC1275'1.1 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS
 GC1275'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1275'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1275
 GC1275                          STATION RECOVERY (1984)
 GC1275
 GC1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1275'SEARCHED FOR BUT NOT RECOVERED, INTERSTATE HIGHWAY 24 HAS BEEN
 GC1275'CONSTRUCTED AT THE SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1278 ***********************************************************************
 GC1278  DESIGNATION -  CARON RM 1
 GC1278  PID         -  GC1278
 GC1278  STATE/COUNTY-  TN/MONTGOMERY
 GC1278  USGS QUAD   -  CLARKSVILLE (1984)
 GC1278
 GC1278                         *CURRENT SURVEY CONTROL
 GC1278  ___________________________________________________________________
 GC1278* NAD 83(1986)-  36 35 48.     (N)    087 17 11.     (W)     SCALED    
 GC1278* NAVD 88     -       161.878  (meters)     531.09   (feet)  ADJUSTED  
 GC1278  ___________________________________________________________________
 GC1278  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1278  DYNAMIC HT  -         161.746 (meters)     530.66  (feet)  COMP
 GC1278  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 GC1278
 GC1278  VERT ORDER  -  FIRST     CLASS II
 GC1278
 GC1278.The horizontal coordinates were scaled from a topographic map and have
 GC1278.an estimated accuracy of +/- 6 seconds.
 GC1278
 GC1278.The orthometric height was determined by differential leveling
 GC1278.and adjusted by the National Geodetic Survey in June 1991..
 GC1278
 GC1278.The geoid height was determined by GEOID03.
 GC1278
 GC1278.The dynamic height is computed by dividing the NAVD 88
 GC1278.geopotential number by the normal gravity value computed on the
 GC1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1278.degrees latitude (g = 980.6199 gals.).
 GC1278
 GC1278.The modeled gravity was interpolated from observed gravity values.
 GC1278
 GC1278;                    North         East    Units  Estimated Accuracy
 GC1278;SPC TN       -   251,880.      484,890.      MT  (+/- 180 meters Scaled)
 GC1278
 GC1278                          SUPERSEDED SURVEY CONTROL
 GC1278
 GC1278  NGVD 29 (??/??/92)  161.959  (m)          531.36   (f) ADJ UNCH    2 0
 GC1278
 GC1278.Superseded values are not recommended for survey control.
 GC1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1278.See file dsdata.txt to determine how the superseded data were derived.
 GC1278
 GC1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF743501(NAD 83)
 GC1278_MARKER: DD = SURVEY DISK
 GC1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1278_STAMPING: CARON RM-1 1965
 GC1278_MARK LOGO: TNHD  
 GC1278_PROJECTION: FLUSH
 GC1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1278+STABILITY: SURFACE MOTION
 GC1278
 GC1278  HISTORY     - Date     Condition        Report By
 GC1278  HISTORY     - 1965     MONUMENTED       TNHD
 GC1278  HISTORY     - 1984     GOOD             NGS
 GC1278
 GC1278                          STATION DESCRIPTION
 GC1278
 GC1278'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1278'5.7 MI NW FROM CLARKSVILLE.
 GC1278'AT THE CARON 1965 STATION SITE, 58 FEET NORTHWEST OF THE APPROXIMATE
 GC1278'CENTER OF U.S. HIGHWAY 79, 36 FEET NORTHEAST OF TELEPHONE POLE
 GC1278'NO. 1863 AND 2 FEET SOUTHWEST OF A WOVEN-WIRE FENCE.  IT IS A
 GC1278'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1278'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1278
 GC1278                          STATION RECOVERY (1984)
 GC1278
 GC1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1278'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 GC1278'(2.8 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF STATE
 GC1278'HIGHWAY 48 IN BETHLEHEM TO THE BEST WESTERN MOTOR INN ON THE RIGHT AND
 GC1278'THE MARK ON THE LEFT, 18.20 METERS (59.7 FT) NORTHWEST OF THE
 GC1278'CENTERLINE OF THE HIGHWAY, 77.11 METERS (253.0 FT) SOUTHWEST OF THE
 GC1278'APPROXIMATE CENTER OF THE SOUTHWEST DRIVE TO THE QUALITY IN MOTEL,
 GC1278'31.52 METERS (103.4 FT) NORTHEAST OF A POWERLINE POLE, 21.67 METERS
 GC1278'(71.1 FT) SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER, AND 0.40 METERS
 GC1278'(1.3 FT) SOUTH OF A NEW WITNESS POST.
 GC1278'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 GC1278'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1276 ***********************************************************************
 GC1276  DESIGNATION -  CARON RM 2
 GC1276  PID         -  GC1276
 GC1276  STATE/COUNTY-  TN/MONTGOMERY
 GC1276  USGS QUAD   -  CLARKSVILLE (1984)
 GC1276
 GC1276                         *CURRENT SURVEY CONTROL
 GC1276  ___________________________________________________________________
 GC1276* NAD 83(1986)-  36 35 46.     (N)    087 17 13.     (W)     SCALED    
 GC1276* NAVD 88     -       162.169  (meters)     532.05   (feet)  ADJUSTED  
 GC1276  ___________________________________________________________________
 GC1276  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1276  DYNAMIC HT  -         162.037 (meters)     531.62  (feet)  COMP
 GC1276  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GC1276
 GC1276  VERT ORDER  -  SECOND    CLASS 0
 GC1276
 GC1276.The horizontal coordinates were scaled from a topographic map and have
 GC1276.an estimated accuracy of +/- 6 seconds.
 GC1276
 GC1276.The orthometric height was determined by differential leveling
 GC1276.and adjusted by the National Geodetic Survey in June 1991..
 GC1276
 GC1276.The geoid height was determined by GEOID03.
 GC1276
 GC1276.The dynamic height is computed by dividing the NAVD 88
 GC1276.geopotential number by the normal gravity value computed on the
 GC1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1276.degrees latitude (g = 980.6199 gals.).
 GC1276
 GC1276.The modeled gravity was interpolated from observed gravity values.
 GC1276
 GC1276;                    North         East    Units  Estimated Accuracy
 GC1276;SPC TN       -   251,820.      484,840.      MT  (+/- 180 meters Scaled)
 GC1276
 GC1276                          SUPERSEDED SURVEY CONTROL
 GC1276
 GC1276  NGVD 29 (??/??/92)  162.250  (m)          532.32   (f) ADJ UNCH    2 0
 GC1276
 GC1276.Superseded values are not recommended for survey control.
 GC1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1276.See file dsdata.txt to determine how the superseded data were derived.
 GC1276
 GC1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF743501(NAD 83)
 GC1276_MARKER: DD = SURVEY DISK
 GC1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1276_STAMPING: CARON RM-2 1965
 GC1276_MARK LOGO: TNHD  
 GC1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1276+STABILITY: SURFACE MOTION
 GC1276
 GC1276  HISTORY     - Date     Condition        Report By
 GC1276  HISTORY     - 1965     MONUMENTED       TNHD
 GC1276  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1276
 GC1276                          STATION DESCRIPTION
 GC1276
 GC1276'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1276'5.7 MI NE FROM CLARKSVILLE.
 GC1276'AT THE CARON 1965 STATION SITE, 55 FEET NORTHWEST OF THE APPROXIMATE
 GC1276'CENTER OF U.S. HIGHWAY 79 AND 5 FEET SOUTHEAST OF A WOVEN-WIRE
 GC1276'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC1276'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1276
 GC1276                          STATION RECOVERY (1984)
 GC1276
 GC1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1276'SEARCHED FOR BUT NOT RECOVERED.  NONE OF THE REFERENCE MEASUREMENTS
 GC1276'WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1472 ***********************************************************************
 GD1472  DESIGNATION -  CARPENTER
 GD1472  PID         -  GD1472
 GD1472  STATE/COUNTY-  TN/BENTON
 GD1472  USGS QUAD   -  BIG SANDY (1973)
 GD1472
 GD1472                         *CURRENT SURVEY CONTROL
 GD1472  ___________________________________________________________________
 GD1472* NAD 83(1995)-  36 09 14.93121(N)    088 04 19.21265(W)     ADJUSTED  
 GD1472* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 GD1472  ___________________________________________________________________
 GD1472  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GD1472  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD1472
 GD1472  HORZ ORDER  -  SECOND
 GD1472
 GD1472.The horizontal coordinates were established by classical geodetic methods
 GD1472.and adjusted by the National Geodetic Survey in April 1999..
 GD1472
 GD1472.The orthometric height was scaled from a topographic map.
 GD1472
 GD1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1472
 GD1472.The geoid height was determined by GEOID03.
 GD1472
 GD1472;                    North         East     Units Scale Factor Converg.
 GD1472;SPC TN       -   203,992.615   413,565.416   MT  0.99996396   -1 12 46.9
 GD1472;SPC TN       -   669,265.77  1,356,839.20   sFT  0.99996396   -1 12 46.9
 GD1472;UTM  16      - 4,001,578.134   403,569.523   MT  0.99971457   -0 37 57.0
 GD1472
 GD1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1472!SPC TN       -   0.99997764  x   0.99996396  =   0.99994160
 GD1472!UTM  16      -   0.99997764  x   0.99971457  =   0.99969221
 GD1472
 GD1472|---------------------------------------------------------------------|
 GD1472| PID    Reference Object                     Distance      Geod. Az  |
 GD1472|                                                           dddmmss.s |
 GD1472| CG3354 CARPENTER RM 2                       37.591 METERS 04349     |
 GD1472| CG3352 CARPENTER AZ MK                                    0785058.7 |
 GD1472| CG3353 CARPENTER RM 1                       37.064 METERS 28510     |
 GD1472|---------------------------------------------------------------------|
 GD1472
 GD1472                          SUPERSEDED SURVEY CONTROL
 GD1472
 GD1472  NAD 83(1995)-  36 09 14.93401(N)    088 04 19.21701(W) AD(       ) 2
 GD1472  NAD 83(1995)-  36 09 14.93372(N)    088 04 19.21922(W) AD(       ) 2
 GD1472  NAD 83(1986)-  36 09 14.94067(N)    088 04 19.21367(W) AD(       ) 2
 GD1472  NAD 27      -  36 09 14.73400(N)    088 04 19.08100(W) AD(       ) 2
 GD1472
 GD1472.Superseded values are not recommended for survey control.
 GD1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1472.See file dsdata.txt to determine how the superseded data were derived.
 GD1472
 GD1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0357001578(NAD 83)
 GD1472_MARKER: DS = TRIANGULATION STATION DISK
 GD1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1472
 GD1472  HISTORY     - Date     Condition        Report By
 GD1472  HISTORY     - 1934     MONUMENTED       CGS
 GD1472  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GD1472
 GD1472                          STATION DESCRIPTION
 GD1472
 GD1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1472'ABOUT 5.7 MILES A LITTLE EAST OF SOUTH OF BIG SANDY, 7.0 MILES
 GD1472'NORTHWEST OF EVA, 6.6 MILES EAST BY NORTH OF CAMDEN, AND ON PROPERTY
 GD1472'OF DAVID W CROCKETT.  TO REACH FROM CAMDEN, FOLLOW ROUTE 69 NORTH
 GD1472'8.0 MILES AND TURN RIGHT AT T-ROAD WITH TRIANGLE-BLAZED TREE IN
 GD1472'NORTHEAST ANGLE, AND GO 0.8 MILE TO HOME OF MR. CROCKETT AND STATION
 GD1472'WHICH IS IN NORTHWEST CORNER OF PEACH ORCHARD, AT ROAD FORKS ABOUT
 GD1472'1/4 MILE SOUTHEAST OF CARPENTERS SCHOOL, 11 YARDS SOUTH OF CENTER
 GD1472'LINE OF ROAD, 8 YARDS EAST OF 9-INCH OAK TREE, AND 12 YARDS NORTH OF
 GD1472'12-INCH OAK TREE IN SIDE YARD OF CROCKETTS HOUSE.  SURFACE AND
 GD1472'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1472'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GD1472'IN CONCRETE.  NO 1 IS 6 YARDS NORTH OF CENTER LINE OF AND
 GD1472'ACROSS ROAD FROM STATION, 4 YARDS EAST OF 12-INCH OAK TREE, 25 YARDS
 GD1472'NORTHEAST OF ROAD INTERSECTION, AND 121.60 FEET FROM
 GD1472'STATION N 34 DEG 50 MIN W.  NO 2 IS 14 YARDS NORTH OF CENTER
 GD1472'LINE OF AND ACROSS ROAD FROM STATION, 4 YARDS SOUTHWEST OF 14-INCH
 GD1472'OAK TREE, AND 123.33 FEET FROM STATION N 43 DEG 49 MIN E.
 GD1472'AZIMUTH MARK IS ON PROPERTY OF E. V. MARKHAM, 4 YARDS SOUTHWEST OF
 GD1472'CENTER LINE OF ROAD, 4 YARDS NORTHWEST OF 6-INCH OAK TREE, 0.1 MILE
 GD1472'NORTHEAST OF T-ROAD LEFT, AND ABOUT 0.25 MILE FROM STATION
 GD1472'N 78 DEG 51 MIN E.
 GD1472
 GD1472                          STATION RECOVERY (1952)
 GD1472
 GD1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1472'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GD1472'CONDITION.  ALL MARKS WERE DESTROYED AT THE REQUEST OF THE PROPERTY
 GD1472'OWNER AND A NEW STATION, CARPENTER 2 1952, WAS ESTABLISHED BY THIS
 GD1472'PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1473 ***********************************************************************
 GD1473  DESIGNATION -  CARPENTER 2
 GD1473  PID         -  GD1473
 GD1473  STATE/COUNTY-  TN/BENTON
 GD1473  USGS QUAD   -  BIG SANDY (1973)
 GD1473
 GD1473                         *CURRENT SURVEY CONTROL
 GD1473  ___________________________________________________________________
 GD1473* NAD 83(1995)-  36 09 15.50912(N)    088 04 19.41979(W)     ADJUSTED  
 GD1473* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 GD1473  ___________________________________________________________________
 GD1473  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GD1473  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD1473
 GD1473  HORZ ORDER  -  SECOND
 GD1473
 GD1473.The horizontal coordinates were established by classical geodetic methods
 GD1473.and adjusted by the National Geodetic Survey in April 1999..
 GD1473
 GD1473.The orthometric height was scaled from a topographic map.
 GD1473
 GD1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1473
 GD1473.The geoid height was determined by GEOID03.
 GD1473
 GD1473;                    North         East     Units Scale Factor Converg.
 GD1473;SPC TN       -   204,010.533   413,560.617   MT  0.99996397   -1 12 47.0
 GD1473;SPC TN       -   669,324.56  1,356,823.46   sFT  0.99996397   -1 12 47.0
 GD1473;UTM  16      - 4,001,595.997   403,564.543   MT  0.99971459   -0 37 57.1
 GD1473
 GD1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1473!SPC TN       -   0.99997764  x   0.99996397  =   0.99994161
 GD1473!UTM  16      -   0.99997764  x   0.99971459  =   0.99969223
 GD1473
 GD1473|---------------------------------------------------------------------|
 GD1473| PID    Reference Object                     Distance      Geod. Az  |
 GD1473|                                                           dddmmss.s |
 GD1473| CG3356 CARPENTER 2 RM 3                     24.725 METERS 06535     |
 GD1473| CG3355 CARPENTER 2 AZ MK                                  0811539.0 |
 GD1473| GD1472 CARPENTER                            18.550 METERS 16348     |
 GD1473| GD1475 CAMDEN MUNICIPAL TANK               APPROX.10.3 KM 1921302.8 |
 GD1473| CG3357 CARPENTER 2 RM 4                     26.427 METERS 27057     |
 GD1473|---------------------------------------------------------------------|
 GD1473
 GD1473                          SUPERSEDED SURVEY CONTROL
 GD1473
 GD1473  NAD 83(1995)-  36 09 15.51192(N)    088 04 19.42415(W) AD(       ) 2
 GD1473  NAD 83(1995)-  36 09 15.51163(N)    088 04 19.42636(W) AD(       ) 2
 GD1473  NAD 83(1986)-  36 09 15.51847(N)    088 04 19.42077(W) AD(       ) 2
 GD1473  NAD 27      -  36 09 15.31200(N)    088 04 19.28800(W) AD(       ) 2
 GD1473
 GD1473.Superseded values are not recommended for survey control.
 GD1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1473.See file dsdata.txt to determine how the superseded data were derived.
 GD1473
 GD1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0356501596(NAD 83)
 GD1473_MARKER: DS = TRIANGULATION STATION DISK
 GD1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1473
 GD1473  HISTORY     - Date     Condition        Report By
 GD1473  HISTORY     - 1952     MONUMENTED       CGS
 GD1473  HISTORY     - 1954     GOOD             TVA
 GD1473  HISTORY     - 1968     GOOD             CGS
 GD1473  HISTORY     - 1971     GOOD             LOCENG
 GD1473
 GD1473                          STATION DESCRIPTION
 GD1473
 GD1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1473'STATION IS LOCATED ON THE PROPERTY OF D. W. CROCKETT ABOUT 6-1/2
 GD1473'MILES NORTH OF CAMDEN AND 5-1/2 MILES SOUTH OF BIG SANDY.  IT IS 132
 GD1473'FEET NORTHEAST OF A GRAVEL ROAD INTERSECTION, 28 FEET NORTH OF THE
 GD1473'CENTER OF A GRAVEL ROAD AND 16 FEET SOUTH OF A FENCE LINE AND WHITE
 GD1473'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CARPENTER
 GD1473'2 1952.
 GD1473'
 GD1473'REFERENCE MARK NO. 3 IS 46 FEET NORTH OF THE CENTER OF THE GRAVEL
 GD1473'ROAD, 11 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF THE FENCE.
 GD1473'THE MARK IS FLUSH AND THE DISK IS STAMPED CARPENTER 2 NO 3 1952.
 GD1473'
 GD1473'REFERENCE MARK NO. 4 IS 65 FEET NORTHEAST OF THE GRAVEL ROAD
 GD1473'INTERSECTION, 24 FEET NORTHEAST OF A POWER POLE AND 17 FEET
 GD1473'SOUTHWEST OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS
 GD1473'STAMPED CARPENTER 2 NO 4 1952.
 GD1473'
 GD1473'AZIMUTH MARK IS 22 FEET EAST OF A 22-INCH OAK TREE, 13 FEET SOUTH OF
 GD1473'THE CENTER OF A GRAVEL ROAD AND 3 FEET WEST OF A WHITE WITNESS POST.
 GD1473'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CARPENTER
 GD1473'2 1952.
 GD1473'
 GD1473'TO REACH THE STATION FROM THE POST OFFICE IN CAMDEN, GO NORTH ON
 GD1473'STATE HIGHWAY 69 FOR 8.1 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT ON
 GD1473'GRAVEL ROAD AND GO SOUTHEAST FOR 0.9 MILE TO A GRAVEL ROAD
 GD1473'INTERSECTION AND THE STATION AS DESCRIBED.
 GD1473'
 GD1473'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 GD1473'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GD1473'
 GD1473'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1473
 GD1473                          STATION RECOVERY (1954)
 GD1473
 GD1473'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1954
 GD1473'REFERENCE MARK 4 IS 60 FEET NE OF ROAD INTERSECTION AND ABOUT 80 FEET
 GD1473'WEST OF STATION MARK, AND IS IN GOOD CONDITION.
 GD1473
 GD1473                          STATION RECOVERY (1968)
 GD1473
 GD1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1473'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1473'THE HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND THE
 GD1473'REFERENCE MARKS WERE VERIFIED.  THE NUMERAL 2 WAS NOT STAMPED ON
 GD1473'THE REFERENCE MARKS FOLLOWING THE STATION NAME, AND WAS INSERTED
 GD1473'DURING THIS RECOVERY.
 GD1473'
 GD1473'DUE TO CHANGES AT THE STATION SITE, THE ORIGINAL STATION DESCRIPTION
 GD1473'WAS NO LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1473'DESCRIPTION.
 GD1473'
 GD1473'THE STATION IS LOCATED IN A SMALL FARM LOT ON THE PROPERTY OF D. W.
 GD1473'CROCKETT ABOUT 6-1/2 MILES NORTH OF CAMDEN AND 5-1/2 MILES SOUTH OF
 GD1473'BIG SANDY.
 GD1473'
 GD1473'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO WEST ALONG
 GD1473'THE SOUTH SIDE OF THE RAILROAD TRACKS FOR ABOUT 150 FEET TO AN OILED
 GD1473'STREET, HERE TURN LEFT AND GO SOUTH ON THE OILED STREET FOR ABOUT
 GD1473'0.05 OF A MILE TO STATE ROUTE 69 AT A SHARP CURVE FROM NORTH TO
 GD1473'WEST.  CONTINUE SOUTHERLY ON STATE ROUTE 69 FOR 5.35 MILES TO COUNTY
 GD1473'ROAD R-9992 ON THE LEFT AT SIGN CEDAR GROVE CHURCH OF CHRIST 3
 GD1473'MILES.  HERE TURN LEFT ON COUNTY ROAD R-9992 AND GO SOUTHEASTERLY AND
 GD1473'SOUTH FOR 0.85 OF A MILE TO WHERE THE ROAD TURNS SHARP LEFT AND
 GD1473'THE JUNCTION OF COUNTY ROAD R1-9128 FORMS A T WHERE IT INTERSECTS ON
 GD1473'THE LEFT.  HERE TURN LEFT AND GO EAST ON COUNTY ROAD R-9992 FOR
 GD1473'ABOUT 45 YARDS TO THE FARM HOME OF D. W. CROCKETT ON THE RIGHT AND
 GD1473'THE STATION ON THE LEFT IN FARM LOT AS DESCRIBED.
 GD1473'
 GD1473'THE STATION IS LOCATED ACROSS COUNTY ROAD R-9992 NORTH OF THE
 GD1473'NORTHEAST CORNER OF THE D. W. CROCKETT FARM HOME, 96 FEET EAST OF A
 GD1473'POWERLINE TRANSFORMER POLE, 85 FEET WEST OF A T FENCE CORNER POST,
 GD1473'66 FEET EAST OF THE APPROXIMATE CENTER OF A WOODEN GATE LEADING INTO
 GD1473'THE FARM LOT, 24 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GD1473'R-9992, 18 FEET SOUTHEAST OF AN 18-INCH BLACK OAK TREE, 6.5
 GD1473'FEET NORTH OF A WOODEN FENCE, AND 0.9 OF A FOOT SOUTH OF A METAL
 GD1473'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1473'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1473'STAMPED CARPENTER 2 1952.
 GD1473'
 GD1473'REFERENCE MARK NO. 3 IS 47 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1473'COUNTY ROAD R-9992, 29 FEET NORTH-NORTHWEST OF THE T FENCE CORNER
 GD1473'POST, 28 FEET NORTH OF A WOODEN FENCE, 13 FEET WEST OF A WOVEN WIRE
 GD1473'FENCE, AND 4 FEET SOUTH-SOUTHEAST OF A 36-INCH BLACK OAK TREE.  IT
 GD1473'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1473'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED CARPENTER 2
 GD1473'NO 3 1952.
 GD1473'
 GD1473'REFERENCE MARK NO. 4 IS 64 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GD1473'OF THE INTERSECTION OF COUNTY ROADS R-9992 AND R1-9128, 51 FEET EAST
 GD1473'OF THE APPROXIMATE CENTER OF COUNTY ROAD R-9992 ON ITS NORTH-SOUTH
 GD1473'TANGENT, 39 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GD1473'R-9992 ON ITS EAST-WEST TANGENT, 29 FEET NORTHWEST OF THE APPROXIMATE
 GD1473'CENTER OF THE WOODEN GATE, 28 FEET SOUTHEAST OF A 30-INCH WHITE OAK
 GD1473'TREE, 23 FEET NORTH-NORTHEAST OF THE POWERLINE TRANSFORMER POLE, AND
 GD1473'21 FEET SOUTH OF A 16-INCH BLACK OAK TREE.  IT IS A STANDARD DISK
 GD1473'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1473'PROJECTS 1 INCH AND THE DISK IS STAMPED CARPENTER 2 NO 4 1952.
 GD1473'
 GD1473'DUE TO A LARGE TREE DIRECTLY ON LINE, IT WAS IMPOSSIBLE TO MEASURE
 GD1473'BETWEEN THE REFERENCE MARKS.
 GD1473'
 GD1473'THE AZIMUTH MARK IS ALONG THE SOUTH RIGHT-OF-WAY OF COUNTY ROAD
 GD1473'R-9992, 79 FEET WEST OF AN 18-INCH POST OAK TREE, 20 FEET EAST OF A
 GD1473'20-INCH BLACK OAK TREE, 20 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1473'COUNTY ROAD R-9992, 1 FOOT NORTH OF A FENCE, AND 0.8 OF A FOOT
 GD1473'WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD1473'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 GD1473'INCHES AND THE DISK IS STAMPED CARPENTER 2 1952.
 GD1473'
 GD1473'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY ON
 GD1473'COUNTY ROAD R-9992 FOR 0.3 OF A MILE TO THE MARK ON THE RIGHT AS
 GD1473'DESCRIBED.
 GD1473'
 GD1473'THIS WAS NOT AN OCCUPIED STATION AT THE TIME OF THIS RECOVERY.
 GD1473
 GD1473                          STATION RECOVERY (1971)
 GD1473
 GD1473'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1473'CARPENTER 2 STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1473'
 GD1473'ALL REF. MKS. IN GOOD CONDITION ALSO AZ. MK. IN GOOD CONDITION.
 GD1473'DESCRIPTION AS IN BULLETIN.
 GD1473'
 GD1473'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MI. N. CAMDEN, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2509 ***********************************************************************
 GA2509  DESIGNATION -  CARR
 GA2509  PID         -  GA2509
 GA2509  STATE/COUNTY-  TN/CLAIBORNE
 GA2509  USGS QUAD   -  CLOUDS (1952)
 GA2509
 GA2509                         *CURRENT SURVEY CONTROL
 GA2509  ___________________________________________________________________
 GA2509* NAD 83(1995)-  36 23 50.53058(N)    083 40 47.11331(W)     ADJUSTED  
 GA2509* NAVD 88     -       361.719  (meters)    1186.74   (feet)  ADJUSTED  
 GA2509  ___________________________________________________________________
 GA2509  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 GA2509  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2509  DYNAMIC HT  -         361.395 (meters)    1185.68  (feet)  COMP
 GA2509  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GA2509
 GA2509  HORZ ORDER  -  SECOND
 GA2509  VERT ORDER  -  SECOND    CLASS 0
 GA2509
 GA2509.The horizontal coordinates were established by classical geodetic methods
 GA2509.and adjusted by the National Geodetic Survey in April 1999..
 GA2509
 GA2509.The orthometric height was determined by differential leveling
 GA2509.and adjusted by the National Geodetic Survey in June 1991..
 GA2509
 GA2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2509
 GA2509.The geoid height was determined by GEOID03.
 GA2509
 GA2509.The dynamic height is computed by dividing the NAVD 88
 GA2509.geopotential number by the normal gravity value computed on the
 GA2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2509.degrees latitude (g = 980.6199 gals.).
 GA2509
 GA2509.The modeled gravity was interpolated from observed gravity values.
 GA2509
 GA2509;                    North         East     Units Scale Factor Converg.
 GA2509;SPC TN       -   231,474.596   808,127.217   MT  0.99999663   +1 21 30.1
 GA2509;SPC TN       -   759,429.57  2,651,330.71   sFT  0.99999663   +1 21 30.1
 GA2509;UTM  17      - 4,031,360.317   259,671.483   MT  1.00031168   -1 35 27.2
 GA2509
 GA2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2509!SPC TN       -   0.99994805  x   0.99999663  =   0.99994468
 GA2509!UTM  17      -   0.99994805  x   1.00031168  =   1.00025971
 GA2509
 GA2509:                Primary Azimuth Mark                     Grid Az
 GA2509:SPC TN       -  CARR AZ MK                               053 34 48.9
 GA2509:UTM  17      -  CARR AZ MK                               056 31 46.2
 GA2509
 GA2509|---------------------------------------------------------------------|
 GA2509| PID    Reference Object                     Distance      Geod. Az  |
 GA2509|                                                           dddmmss.s |
 GA2509| GA2508 CARR AZ MK                                         0545619.0 |
 GA2509| GA2511 CARR RM 1                             5.566 METERS 14623     |
 GA2509| GA2510 CARR RM 2                             5.450 METERS 32406     |
 GA2509|---------------------------------------------------------------------|
 GA2509
 GA2509                          SUPERSEDED SURVEY CONTROL
 GA2509
 GA2509  NAD 83(1995)-  36 23 50.53405(N)    083 40 47.11529(W) AD(       ) 2
 GA2509  NAD 83(1995)-  36 23 50.53372(N)    083 40 47.10935(W) AD(       ) 2
 GA2509  NAD 83(1995)-  36 23 50.53941(N)    083 40 47.11526(W) AD(       ) 2
 GA2509  NAD 83(1986)-  36 23 50.54199(N)    083 40 47.11442(W) AD(       ) 2
 GA2509  NAD 27      -  36 23 50.24783(N)    083 40 47.43899(W) AD(       ) 2
 GA2509  NGVD 29 (??/??/92)  361.816  (m)         1187.06   (f) ADJ UNCH    2 0
 GA2509
 GA2509.Superseded values are not recommended for survey control.
 GA2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2509.See file dsdata.txt to determine how the superseded data were derived.
 GA2509
 GA2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5967131360(NAD 83)
 GA2509_MARKER: DD = SURVEY DISK
 GA2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2509_STAMPING: CARR 1963
 GA2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2509+STABILITY: SURFACE MOTION
 GA2509
 GA2509  HISTORY     - Date     Condition        Report By
 GA2509  HISTORY     - 1963     MONUMENTED       TNHD
 GA2509  HISTORY     - 1964     GOOD             TNHD
 GA2509
 GA2509                          STATION DESCRIPTION
 GA2509
 GA2509'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2509'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF NEW TAZEWELL.
 GA2509'
 GA2509'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAZEWELL, GO
 GA2509'SOUTHWEST ON STATE
 GA2509'ROUTE 33 FOR 5.9 MILES TO THE AZIMUTH MARK ON THE LEFT,
 GA2509'CONTINUE ON STATE ROUTE
 GA2509'33 FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT
 GA2509'JUST BEFORE REACHING A STORE, TURN LEFT
 GA2509'AND GO 0.05 MILE TO A GATE ON
 GA2509'THE LEFT, TURN LEFT AND GO 0.2 MILE PASSING TO THE NORTH
 GA2509'OF A GRAVE YARD
 GA2509'TO A FENCE AND THE STATION AS DESCRIBED.
 GA2509'
 GA2509'THE STATION IS 50 FEET SOUTHEAST OF A TRIPLE-TRUNKED TREE, 2 FEET
 GA2509'SOUTHWEST OF A FENCE AND
 GA2509'1.8 FEET NORTH OF A WITNESS POST.  THE SURFACE AND
 GA2509'UNDERGROUND MARKS ARE STANDARD
 GA2509'TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2509'ARE STAMPED CARR 1963.  THE UNDERGROUND MARK IS
 GA2509'ABOUT 30 INCHES BELOW
 GA2509'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2509'CONCRETE
 GA2509'MONUMENT.
 GA2509'
 GA2509'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A FENCE.  IT IS A
 GA2509'STANDARD TENNESSEE
 GA2509'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2509'CONCRETE MONUMENT AND THE
 GA2509'DISK IS STAMPED CARR RM-1 1963.
 GA2509'
 GA2509'REFERENCE MARK NO. 2 IS 32 FEET SOUTHEAST OF A TRIPLE-TRUNKED TREE
 GA2509'AND 4 FEET SOUTHWEST OF A
 GA2509'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2509'DISK SET IN A 10-INCH SQUARE,
 GA2509'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2509'IS STAMPED CARR RM-2 1963.
 GA2509'
 GA2509'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GA2509'ROUTE 33, 1.4 FEET EAST OF
 GA2509'THE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  IT IS
 GA2509'A STANDARD TENNESSEE HIGHWAY
 GA2509'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2509'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2509'STAMPED CARR AZI 1963.
 GA2509'
 GA2509'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2509'
 GA2509'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2509
 GA2509                          STATION RECOVERY (1964)
 GA2509
 GA2509'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2509'6 MI SW FROM NEW TAZEWELL.
 GA2509'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE
 GA2509'ROUTE 33 FOR 6.3 MILES TO A SIDE ROAD ON THE LEFT JUST BEFORE
 GA2509'REACHING A STORE, TURN LEFT AND GO 0.05 MILE TO A GATE ON THE
 GA2509'LEFT, TURN LEFT AND GO 0.2 MILE PASSING TO THE NORTH OF A GRAVE
 GA2509'YARD TO A FENCE AND THE STATION.  THE STATION MARK IS 50 FEET
 GA2509'SOUTHEAST OF A TRIPLE-TRUNKED TREE, 2 FEET SOUTHWEST OF A FENCE
 GA2509'AND 1.8 FEET NORTH OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GA2509'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2509'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0361 ***********************************************************************
 FF0361  DESIGNATION -  CARR
 FF0361  PID         -  FF0361
 FF0361  STATE/COUNTY-  TN/SHELBY
 FF0361  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0361
 FF0361                         *CURRENT SURVEY CONTROL
 FF0361  ___________________________________________________________________
 FF0361* NAD 83(1995)-  35 07 51.97598(N)    090 01 25.42034(W)     ADJUSTED  
 FF0361* NAVD 88     -        82.654  (meters)     271.17   (feet)  ADJUSTED  
 FF0361  ___________________________________________________________________
 FF0361  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FF0361  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0361  DYNAMIC HT  -          82.579 (meters)     270.93  (feet)  COMP
 FF0361  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FF0361
 FF0361  HORZ ORDER  -  SECOND
 FF0361  VERT ORDER  -  SECOND    CLASS 0
 FF0361
 FF0361.The horizontal coordinates were established by classical geodetic methods
 FF0361.and adjusted by the National Geodetic Survey in April 1999..
 FF0361
 FF0361.The orthometric height was determined by differential leveling
 FF0361.and adjusted by the National Geodetic Survey in June 1991..
 FF0361
 FF0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0361
 FF0361.The geoid height was determined by GEOID03.
 FF0361
 FF0361.The dynamic height is computed by dividing the NAVD 88
 FF0361.geopotential number by the normal gravity value computed on the
 FF0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0361.degrees latitude (g = 980.6199 gals.).
 FF0361
 FF0361.The modeled gravity was interpolated from observed gravity values.
 FF0361
 FF0361;                    North         East     Units Scale Factor Converg.
 FF0361;SPC TN       -    96,051.632   233,362.922   MT  1.00002311   -2 21 20.3
 FF0361;SPC TN       -   315,129.40    765,624.85   sFT  1.00002311   -2 21 20.3
 FF0361;SPC AR N     -    90,313.533   580,104.001   MT  0.99996701   +1 08 60.0
 FF0361;SPC AR N     -   296,303.65  1,903,224.54   sFT  0.99996701   +1 08 60.0
 FF0361;UTM  15      - 3,891,637.693   771,197.380   MT  1.00050653   +1 42 49.5
 FF0361;UTM  16      - 3,891,768.143   224,477.106   MT  1.00053568   -1 44 28.0
 FF0361
 FF0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0361!SPC TN       -   0.99999131  x   1.00002311  =   1.00001442
 FF0361!SPC AR N     -   0.99999131  x   0.99996701  =   0.99995832
 FF0361!UTM  15      -   0.99999131  x   1.00050653  =   1.00049784
 FF0361!UTM  16      -   0.99999131  x   1.00053568  =   1.00052699
 FF0361
 FF0361                          SUPERSEDED SURVEY CONTROL
 FF0361
 FF0361  NAD 83(1995)-  35 07 51.97830(N)    090 01 25.41981(W) AD(       ) 2
 FF0361  NAD 83(1995)-  35 07 51.98179(N)    090 01 25.41987(W) AD(       ) 2
 FF0361  NAD 83(1986)-  35 07 51.98632(N)    090 01 25.42132(W) AD(       ) 2
 FF0361  NAD 27      -  35 07 51.66110(N)    090 01 25.09330(W) AD(       ) 2
 FF0361  NGVD 29 (??/??/??)   82.624  (m)          271.08   (f) ADJUSTED    2 0
 FF0361
 FF0361.Superseded values are not recommended for survey control.
 FF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0361.See file dsdata.txt to determine how the superseded data were derived.
 FF0361
 FF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7119791638(NAD 83)
 FF0361_MARKER: DS = TRIANGULATION STATION DISK
 FF0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0361_STAMPING: CARR 1959
 FF0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0361+STABILITY: SURFACE MOTION
 FF0361
 FF0361  HISTORY     - Date     Condition        Report By
 FF0361  HISTORY     - 1959     MONUMENTED       CGS
 FF0361  HISTORY     - 1959     GOOD             CGS
 FF0361  HISTORY     - 19950722 MARK NOT FOUND   TN1620
 FF0361
 FF0361                          STATION DESCRIPTION
 FF0361
 FF0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0361'THE STATION IS LOCATED ABOUT 1.8 MILES SOUTHEAST OF THE
 FF0361'DOWNTOWN CENTER OF MEMPHIS, ABOUT 0.2 MILE WEST OF THE BELLEVUE
 FF0361'JR. HIGH SCHOOL AND NEAR THE WEST EDGE OF THE PLAY GROUNDS
 FF0361'AND IS ABOUT HALF WAY BETWEEN LAMAR AVE. AND CARR AVE.,
 FF0361'45 FEET EAST OF THE NORTHEAST CORNER OF A FENCE, 15 FEET
 FF0361'SOUTH OF A SMALL WHITE BUILDING AND 2 FEET EAST OF A SIDE
 FF0361'WALK.  THE MARK IS A STANDARD MARK.
 FF0361'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FF0361'CARR 1959.
 FF0361'
 FF0361'THE STATION CAN BE REACHED AS DESCRIBED ABOVE.
 FF0361
 FF0361                          STATION RECOVERY (1959)
 FF0361
 FF0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0361'AT MEMPHIS.
 FF0361'THE STATION IS LOCATED ABOUT 1.8 MILES SOUTHEAST OF THE DOWNTOWN
 FF0361'CENTER OF MEMPHIS, ABOUT 0.2 MILE WEST OF THE BELLEVUE JR. HIGH
 FF0361'SCHOOL AND NEAR THE WEST EDGE OF THE PLAY GROUNDS AND IS ABOUT
 FF0361'HALF WAY BETWEEN LAMAR AVE. AND CARR AVE., 45 FEET EAST OF THE
 FF0361'NORTHEAST CORNER OF A FENCE, 15 FEET SOUTH OF A SMALL WHITE
 FF0361'BUILDING AND 2 FEET EAST OF A SIDE WALK.  THE MARK IS SET IN
 FF0361'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FF0361'GROUND.  IT IS ABOUT 1 MILE NORTH OF Y214.
 FF0361
 FF0361                          STATION RECOVERY (1995)
 FF0361
 FF0361'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2508 ***********************************************************************
 GA2508  DESIGNATION -  CARR AZ MK
 GA2508  PID         -  GA2508
 GA2508  STATE/COUNTY-  TN/CLAIBORNE
 GA2508  USGS QUAD   -  CLOUDS (1952)
 GA2508
 GA2508                         *CURRENT SURVEY CONTROL
 GA2508  ___________________________________________________________________
 GA2508* NAD 83(1986)-  36 24 02.     (N)    083 40 27.     (W)     SCALED    
 GA2508* NAVD 88     -       379.822  (meters)    1246.13   (feet)  ADJUSTED  
 GA2508  ___________________________________________________________________
 GA2508  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2508  DYNAMIC HT  -         379.481 (meters)    1245.01  (feet)  COMP
 GA2508  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 GA2508
 GA2508  VERT ORDER  -  SECOND    CLASS 0
 GA2508
 GA2508.The horizontal coordinates were scaled from a topographic map and have
 GA2508.an estimated accuracy of +/- 6 seconds.
 GA2508
 GA2508.The orthometric height was determined by differential leveling
 GA2508.and adjusted by the National Geodetic Survey in June 1991..
 GA2508
 GA2508.The geoid height was determined by GEOID03.
 GA2508
 GA2508.The dynamic height is computed by dividing the NAVD 88
 GA2508.geopotential number by the normal gravity value computed on the
 GA2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2508.degrees latitude (g = 980.6199 gals.).
 GA2508
 GA2508.The modeled gravity was interpolated from observed gravity values.
 GA2508
 GA2508;                    North         East    Units  Estimated Accuracy
 GA2508;SPC TN       -   231,840.      808,620.      MT  (+/- 180 meters Scaled)
 GA2508
 GA2508                          SUPERSEDED SURVEY CONTROL
 GA2508
 GA2508  NGVD 29 (??/??/??)  379.98   (m)         1246.7    (f) RESET       3  
 GA2508
 GA2508.Superseded values are not recommended for survey control.
 GA2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2508.See file dsdata.txt to determine how the superseded data were derived.
 GA2508
 GA2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA601317(NAD 83)
 GA2508_MARKER: DD = SURVEY DISK
 GA2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2508_STAMPING: CARR AZI 1963
 GA2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2508+STABILITY: SURFACE MOTION
 GA2508
 GA2508  HISTORY     - Date     Condition        Report By
 GA2508  HISTORY     - 1963     MONUMENTED       TNHD
 GA2508
 GA2508                          STATION DESCRIPTION
 GA2508
 GA2508'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2508'6 MI SW FROM NEW TAZEWELL.
 GA2508'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2508'33 FOR 5.9 MILES TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH
 GA2508'MARK IS 15 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 33,
 GA2508'1.4 FEET EAST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT NORTH
 GA2508'OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2508'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2508'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2511 ***********************************************************************
 GA2511  DESIGNATION -  CARR RM 1
 GA2511  PID         -  GA2511
 GA2511  STATE/COUNTY-  TN/CLAIBORNE
 GA2511  USGS QUAD   -  CLOUDS (1952)
 GA2511
 GA2511                         *CURRENT SURVEY CONTROL
 GA2511  ___________________________________________________________________
 GA2511* NAD 83(1986)-  36 23 50.     (N)    083 40 47.     (W)     SCALED    
 GA2511* NAVD 88     -       362.133  (meters)    1188.10   (feet)  ADJUSTED  
 GA2511  ___________________________________________________________________
 GA2511  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2511  DYNAMIC HT  -         361.808 (meters)    1187.03  (feet)  COMP
 GA2511  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GA2511
 GA2511  VERT ORDER  -  SECOND    CLASS 0
 GA2511
 GA2511.The horizontal coordinates were scaled from a topographic map and have
 GA2511.an estimated accuracy of +/- 6 seconds.
 GA2511
 GA2511.The orthometric height was determined by differential leveling
 GA2511.and adjusted by the National Geodetic Survey in June 1991..
 GA2511
 GA2511.The geoid height was determined by GEOID03.
 GA2511
 GA2511.The dynamic height is computed by dividing the NAVD 88
 GA2511.geopotential number by the normal gravity value computed on the
 GA2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2511.degrees latitude (g = 980.6199 gals.).
 GA2511
 GA2511.The modeled gravity was interpolated from observed gravity values.
 GA2511
 GA2511;                    North         East    Units  Estimated Accuracy
 GA2511;SPC TN       -   231,460.      808,130.      MT  (+/- 180 meters Scaled)
 GA2511
 GA2511                          SUPERSEDED SURVEY CONTROL
 GA2511
 GA2511  NGVD 29 (??/??/92)  362.230  (m)         1188.42   (f) ADJ UNCH    2 0
 GA2511
 GA2511.Superseded values are not recommended for survey control.
 GA2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2511.See file dsdata.txt to determine how the superseded data were derived.
 GA2511
 GA2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA596313(NAD 83)
 GA2511_MARKER: DD = SURVEY DISK
 GA2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2511_STAMPING: CARR RM-1 1963
 GA2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2511+STABILITY: SURFACE MOTION
 GA2511
 GA2511  HISTORY     - Date     Condition        Report By
 GA2511  HISTORY     - 1963     MONUMENTED       TNHD
 GA2511  HISTORY     - 1964     GOOD             TNHD
 GA2511
 GA2511                          STATION DESCRIPTION
 GA2511
 GA2511'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2511'6 MI SW FROM NEW TAZEWELL.
 GA2511'THIS MARK IS LOCATED AT THE CARR 1963 STATION SITE, 1 FOOT
 GA2511'SOUTHWEST OF A FENCE AND 18 FEET SOUTHEAST OF THE STATION.  THE
 GA2511'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2511'10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2510 ***********************************************************************
 GA2510  DESIGNATION -  CARR RM 2
 GA2510  PID         -  GA2510
 GA2510  STATE/COUNTY-  TN/CLAIBORNE
 GA2510  USGS QUAD   -  CLOUDS (1952)
 GA2510
 GA2510                         *CURRENT SURVEY CONTROL
 GA2510  ___________________________________________________________________
 GA2510* NAD 83(1986)-  36 23 50.     (N)    083 40 47.     (W)     SCALED    
 GA2510* NAVD 88     -       360.920  (meters)    1184.12   (feet)  ADJUSTED  
 GA2510  ___________________________________________________________________
 GA2510  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2510  DYNAMIC HT  -         360.597 (meters)    1183.06  (feet)  COMP
 GA2510  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GA2510
 GA2510  VERT ORDER  -  SECOND    CLASS 0
 GA2510
 GA2510.The horizontal coordinates were scaled from a topographic map and have
 GA2510.an estimated accuracy of +/- 6 seconds.
 GA2510
 GA2510.The orthometric height was determined by differential leveling
 GA2510.and adjusted by the National Geodetic Survey in June 1991..
 GA2510
 GA2510.The geoid height was determined by GEOID03.
 GA2510
 GA2510.The dynamic height is computed by dividing the NAVD 88
 GA2510.geopotential number by the normal gravity value computed on the
 GA2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2510.degrees latitude (g = 980.6199 gals.).
 GA2510
 GA2510.The modeled gravity was interpolated from observed gravity values.
 GA2510
 GA2510;                    North         East    Units  Estimated Accuracy
 GA2510;SPC TN       -   231,460.      808,130.      MT  (+/- 180 meters Scaled)
 GA2510
 GA2510                          SUPERSEDED SURVEY CONTROL
 GA2510
 GA2510  NGVD 29 (??/??/92)  361.017  (m)         1184.44   (f) ADJ UNCH    2 0
 GA2510
 GA2510.Superseded values are not recommended for survey control.
 GA2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2510.See file dsdata.txt to determine how the superseded data were derived.
 GA2510
 GA2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA596313(NAD 83)
 GA2510_MARKER: DD = SURVEY DISK
 GA2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2510_STAMPING: CARR RM-2 1963
 GA2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2510+STABILITY: SURFACE MOTION
 GA2510
 GA2510  HISTORY     - Date     Condition        Report By
 GA2510  HISTORY     - 1963     MONUMENTED       TNHD
 GA2510  HISTORY     - 1964     GOOD             TNHD
 GA2510
 GA2510                          STATION DESCRIPTION
 GA2510
 GA2510'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2510'6 MI SW FROM NEW TAZEWELL.
 GA2510'THIS MARK IS LOCATED AT THE CARR 1963 STATION SITE, 32 FEET
 GA2510'SOUTHEAST OF A TRIPLE-TRUNKED TREE, 4 FEET SOUTHWEST OF A FENCE
 GA2510'AND 18 FEET NORTHWEST OF THE STATION.  THE MARK IS A STANDARD
 GA2510'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2510'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0838 ***********************************************************************
 FE0838  DESIGNATION -  CARTER
 FE0838  PID         -  FE0838
 FE0838  STATE/COUNTY-  TN/HAYWOOD
 FE0838  USGS QUAD   -  SUNNYHILL (1983)
 FE0838
 FE0838                         *CURRENT SURVEY CONTROL
 FE0838  ___________________________________________________________________
 FE0838* NAD 83(1995)-  35 34 21.01815(N)    089 08 05.67969(W)     ADJUSTED  
 FE0838* NAVD 88     -       130.852  (meters)     429.30   (feet)  ADJUSTED  
 FE0838  ___________________________________________________________________
 FE0838  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 FE0838  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0838  DYNAMIC HT  -         130.736 (meters)     428.92  (feet)  COMP
 FE0838  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FE0838
 FE0838  HORZ ORDER  -  SECOND
 FE0838  VERT ORDER  -  SECOND    CLASS 0
 FE0838
 FE0838.The horizontal coordinates were established by classical geodetic methods
 FE0838.and adjusted by the National Geodetic Survey in April 1999..
 FE0838
 FE0838.The orthometric height was determined by differential leveling
 FE0838.and adjusted by the National Geodetic Survey in June 1991..
 FE0838
 FE0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0838
 FE0838.The geoid height was determined by GEOID03.
 FE0838
 FE0838.The dynamic height is computed by dividing the NAVD 88
 FE0838.geopotential number by the normal gravity value computed on the
 FE0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0838.degrees latitude (g = 980.6199 gals.).
 FE0838
 FE0838.The modeled gravity was interpolated from observed gravity values.
 FE0838
 FE0838;                    North         East     Units Scale Factor Converg.
 FE0838;SPC TN       -   142,035.784   315,887.563   MT  0.99995876   -1 50 07.1
 FE0838;SPC TN       -   465,995.73  1,036,374.45   sFT  0.99995876   -1 50 07.1
 FE0838;UTM  16      - 3,938,632.023   306,537.857   MT  1.00006124   -1 14 32.4
 FE0838
 FE0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0838!SPC TN       -   0.99998386  x   0.99995876  =   0.99994262
 FE0838!UTM  16      -   0.99998386  x   1.00006124  =   1.00004510
 FE0838
 FE0838|---------------------------------------------------------------------|
 FE0838| PID    Reference Object                     Distance      Geod. Az  |
 FE0838|                                                           dddmmss.s |
 FE0838| FE0839 CARTER RM 1                          20.442 METERS 16528     |
 FE0838| FE0837 CARTER RM 2                          48.277 METERS 24917     |
 FE0838| FE0836 CARTER AZ MK                                       3480607.8 |
 FE0838|---------------------------------------------------------------------|
 FE0838
 FE0838                          SUPERSEDED SURVEY CONTROL
 FE0838
 FE0838  NAD 83(1995)-  35 34 21.02365(N)    089 08 05.68281(W) AD(       ) 2
 FE0838  NAD 83(1986)-  35 34 21.02973(N)    089 08 05.68062(W) AD(       ) 2
 FE0838  NAD 27      -  35 34 20.75180(N)    089 08 05.44160(W) AD(       ) 2
 FE0838  NGVD 29 (??/??/??)  130.867  (m)          429.35   (f) ADJUSTED    2 0
 FE0838
 FE0838.Superseded values are not recommended for survey control.
 FE0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0838.See file dsdata.txt to determine how the superseded data were derived.
 FE0838
 FE0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0653838632(NAD 83)
 FE0838_MARKER: DS = TRIANGULATION STATION DISK
 FE0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0838_STAMPING: CARTER 1959
 FE0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0838
 FE0838  HISTORY     - Date     Condition        Report By
 FE0838  HISTORY     - 1959     MONUMENTED       CGS
 FE0838  HISTORY     - 1959     GOOD             CGS
 FE0838
 FE0838                          STATION DESCRIPTION
 FE0838
 FE0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0838'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF BROWNSVILLE
 FE0838'AND 2 MILES SOUTHWEST OF UNION ON THE HIGHEST POINT OF A
 FE0838'CULTIVATED FIELD, 172 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 68
 FE0838'FEET NORTH OF AN EAST-WEST FENCE LINE AND 3 FEET
 FE0838'WEST-SOUTHWEST OF A WITNESS POST. THE MARK IS SET 3 INCHES BELOW THE
 FE0838'SURFACE OF THE GROUND AND IS STAMPED CARTER 1959.
 FE0838'
 FE0838'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE. IT IS A FLUSH MARK
 FE0838'AND IS STAMPED CARTER NO 1 1959.
 FE0838'
 FE0838'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN THE STATION, 77 FEET
 FE0838'NORTH-NORTHWEST OF AN EAST-WEST FENCE LINE AND 13 FEET EAST
 FE0838'OF A NORTH-SOUTH FENCE LINE. IT IS A FLUSH MARK AND IS STAMPED CARTER
 FE0838'NO 2 1959.
 FE0838'
 FE0838'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FE0838'165.3 FEET.
 FE0838'
 FE0838'THE AZIMUTH MARK IS 58 FEET WEST OF THE CENTER OF A DRIVEWAY, 18 FEET
 FE0838'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 2 FEET WEST OF A
 FE0838'WITNESS POST AND 1 FOOT SOUTH OF A FENCE. THE MARK PROJECTS 2 INCHES
 FE0838'AND IS STAMPED CARTER 1959.
 FE0838'
 FE0838'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN
 FE0838'BROWNSVILLE, GO EAST ON U.S. HIGHWAY 70 FOR 8.0 MILES TO THE
 FE0838'MAIN CROSSROAD IN A SMALL SETTLEMENT NAMED UNION. TURN RIGHT ON THE
 FE0838'CROSSROAD AND GO 0.65 MILE TO A GRAVELED T ROAD RIGHT, TURN
 FE0838'RIGHT ON THE GRAVELED ROAD AND FOLLOW IT FOR 0.9 MILE TO A DRIVEWAY
 FE0838'TO A FARM HOUSE ON THE LEFT JUST BEFORE REACHING THE CREST
 FE0838'OF A SMALL HILL AND THE AZIMUTH ON THE LEFT AS DESCRIBED. TURN
 FE0838'LEFT INTO THE DRIVEWAY, BEARING TO THE LEFT AROUND THE EAST SIDE OF
 FE0838'THE HOUSE, THEN GO NEARLY STRAIGHT SOUTH, PASSING THROUGH
 FE0838'SEVERAL GATES AND FOLLOWING ALONG THE EAST SIDE OF A NORTH-SOUTH
 FE0838'FENCE LINE FOR ABOUT 0.25 MILE TO THE HIGHEST POINT OF THE
 FE0838'CULTIVATED FIELD AND THE STATION AS DESCRIBED.
 FE0838'
 FE0838'THIS IS A PACK STATION IN WET WEATHER AS THE OWNERS DO NOT WANT ANY
 FE0838'RUTS CUT IN THE YARDS OR FIELDS.
 FE0838'
 FE0838'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
 FE0838'
 FE0838'HEIGHT OF LIGHT ABOVE STATION MARK 87 METERS.
 FE0838
 FE0838                          STATION RECOVERY (1959)
 FE0838
 FE0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0838'13.3 MI SE FROM BROWNSVILLE.
 FE0838'0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0838'HAYWOOD COUNTY, THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76,
 FE0838'THENCE 1.9 MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH
 FE0838'ON A PAVED ROAD, THENCE 1.7 MILES NORTHEAST ACROSS COUNTRY TO A
 FE0838'Y-JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE
 FE0838'DRIVE, THENCE 0.5 MILE NORTH, THENCE 0.5 MILE NORTHEAST ACROSS
 FE0838'COUNTRY TO A DIRT ROAD, THENCE 0.8 MILE EAST ON THE DIRT ROAD
 FE0838'TO A Y-JUNCTION, THENCE 0.55 MILE NORTH ON A GRAVELED ROAD,
 FE0838'THENCE 0.9 MILE EAST ON A GRAVELED ROAD TO A FARM DRIVEWAY
 FE0838'LEADING SOUTH, THENCE 0.25 MILE SOUTH TO THE HIGHEST POINT OF
 FE0838'A FIELD, 172 FEET EAST OF A NORTH-SOUTH FENCE LINE, 68 FEET NORTH
 FE0838'OF AN EAST-WEST FENCE LINE, 3 FEET WEST-SOUTHWEST OF A WITNESS
 FE0838'POST.  THE MARK IS SET 3 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0791 ***********************************************************************
 FD0791  DESIGNATION -  CARTER
 FD0791  PID         -  FD0791
 FD0791  STATE/COUNTY-  TN/MAURY
 FD0791  USGS QUAD   -  GODWIN (1988)
 FD0791
 FD0791                         *CURRENT SURVEY CONTROL
 FD0791  ___________________________________________________________________
 FD0791* NAD 83(1995)-  35 39 29.76931(N)    087 00 27.63454(W)     ADJUSTED  
 FD0791* NAVD 88     -       232.003  (meters)     761.16   (feet)  ADJUSTED  
 FD0791  ___________________________________________________________________
 FD0791  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FD0791  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD0791  DYNAMIC HT  -         231.799 (meters)     760.49  (feet)  COMP
 FD0791  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FD0791
 FD0791  HORZ ORDER  -  SECOND
 FD0791  VERT ORDER  -  FIRST     CLASS II
 FD0791
 FD0791.The horizontal coordinates were established by classical geodetic methods
 FD0791.and adjusted by the National Geodetic Survey in April 1999..
 FD0791
 FD0791.The orthometric height was determined by differential leveling
 FD0791.and adjusted by the National Geodetic Survey in June 1991..
 FD0791.WARNING-Repeat measurements at this control monument indicate possible
 FD0791.vertical movement.
 FD0791
 FD0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0791
 FD0791.The geoid height was determined by GEOID03.
 FD0791
 FD0791.The dynamic height is computed by dividing the NAVD 88
 FD0791.geopotential number by the normal gravity value computed on the
 FD0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0791.degrees latitude (g = 980.6199 gals.).
 FD0791
 FD0791.The modeled gravity was interpolated from observed gravity values.
 FD0791
 FD0791;                    North         East     Units Scale Factor Converg.
 FD0791;SPC TN       -   147,470.045   508,759.728   MT  0.99995308   -0 35 23.8
 FD0791;SPC TN       -   483,824.64  1,669,155.87   sFT  0.99995308   -0 35 23.8
 FD0791;UTM  16      - 3,946,046.626   499,305.184   MT  0.99960001   -0 00 16.1
 FD0791
 FD0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0791!SPC TN       -   0.99996798  x   0.99995308  =   0.99992107
 FD0791!UTM  16      -   0.99996798  x   0.99960001  =   0.99956801
 FD0791
 FD0791|---------------------------------------------------------------------|
 FD0791| PID    Reference Object                     Distance      Geod. Az  |
 FD0791|                                                           dddmmss.s |
 FD0791| CG5046 CARTER RM 1                          21.150 METERS 14006     |
 FD0791| CG5047 CARTER RM 2                          15.042 METERS 19002     |
 FD0791| CG5045 CARTER AZ MK                                       2045411.2 |
 FD0791|---------------------------------------------------------------------|
 FD0791
 FD0791                          SUPERSEDED SURVEY CONTROL
 FD0791
 FD0791  NAD 83(1995)-  35 39 29.77202(N)    087 00 27.63636(W) AD(       ) 2
 FD0791  NAD 83(1986)-  35 39 29.78042(N)    087 00 27.63628(W) AD(       ) 2
 FD0791  NAD 27      -  35 39 29.52610(N)    087 00 27.62050(W) AD(       ) 2
 FD0791  NGVD 29 (??/??/92)  231.998  (m)          761.15   (f) ADJ UNCH    1 2
 FD0791
 FD0791.Superseded values are not recommended for survey control.
 FD0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0791.See file dsdata.txt to determine how the superseded data were derived.
 FD0791
 FD0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9930546047(NAD 83)
 FD0791_MARKER: DD = SURVEY DISK
 FD0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0791_STAMPING: CARTER 1962
 FD0791_MARK LOGO: TNHD  
 FD0791_PROJECTION: FLUSH
 FD0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0791+STABILITY: SURFACE MOTION
 FD0791
 FD0791  HISTORY     - Date     Condition        Report By
 FD0791  HISTORY     - 1962     MONUMENTED       TNHD
 FD0791  HISTORY     - 1963     GOOD             TNHD
 FD0791  HISTORY     - 1984     GOOD             NGS
 FD0791
 FD0791                          STATION DESCRIPTION
 FD0791
 FD0791'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0791'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF COLUMBIA AND AT
 FD0791'THE TOP OF A 25 FOOT CUT ON
 FD0791'THE RIGHT SIDE OF U S HIGHWAY 31.
 FD0791'
 FD0791'TO REACH THE STATION FROM THE NORTH END OF THE DUCK RIVER BRIDGE ON U
 FD0791'S HIGHWAY 31, JUST
 FD0791'NORTH OF COLUMBIA, GO NORTHEASTERLY ON U S HIGHWAY
 FD0791'31 FOR 2.6 MILES TO THE AZIMUTH
 FD0791'MARK ON THE LEFT, CONTINUE FOR 0.3
 FD0791'MILE TO A DRIVE-WAY ON THE RIGHT, TURN RIGHT AND
 FD0791'FOLLOW THE DRIVE FOR
 FD0791'0.1 MILE TO THE STATION.
 FD0791'
 FD0791'THE STATION IS 32 FEET NORTH OF A FENCE CORNER, 7 FEET NORTHEAST OF A
 FD0791'TELEPHONE POLE AND 1.6 FEET
 FD0791'WEST OF A WITNESS POST SET IN A FENCE LINE.  THE
 FD0791'SURFACE AND UNDERGROUND MARKS ARE
 FD0791'STANDARD TENNESSEE HIGHWAY
 FD0791'DEPARTMENT DISKS AND ARE STAMPED CARTER 1962.  THE
 FD0791'UNDERGROUND MARK
 FD0791'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 FD0791'10-INCH SQUARE,
 FD0791'FLUSH, CONCRETE MONUMENT.
 FD0791'
 FD0791'REFERENCE MARK NO 1 IS 68 FEET NORTH OF THE NORTHWEST CORNER OF A
 FD0791'BLOCK HOUSE, 58 FEET EAST
 FD0791'OF A FENCE CORNER AND IS SET IN AN EAST-WEST FENCE LINE.
 FD0791'IT IS A STANDARD TENNESSEE
 FD0791'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0791'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD0791'IS STAMPED CARTER RM-1
 FD0791'1962.
 FD0791'
 FD0791'REFERENCE MARK NO 2 IS 18 FEET SOUTHEAST OF A FENCE CORNER AND 16
 FD0791'FEET EAST OF THE TOP OF
 FD0791'A HIGHWAY CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0791'DEPARTMENT DISK SET IN A 10-INCH
 FD0791'SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0791'THE DISK IS STAMPED CARTER RM-2 1962.
 FD0791'
 FD0791'THE AZIMUTH MARK IS 80 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD0791'COLUMBIA ROCK PRODUCTS
 FD0791'ROAD, 43 FEET NORTHEAST OF POWER POLE NO 70, 28 FEET WEST OF
 FD0791'THE APPROXIMATE CENTER OF
 FD0791'THE SOUTH BOUND LANE OF U S HIGHWAY 31 AND
 FD0791'1.4 FEET SOUTH OF A WITNESS POST.  IT IS A
 FD0791'STANDARD TENNESSEE HIGHWAY
 FD0791'DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN THE NORTH END
 FD0791'OF A CONCRETE
 FD0791'CULVERT ABUTMENT AND THE DISK IS STAMPED CARTER AZI 1962.
 FD0791'
 FD0791'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FD0791'
 FD0791'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 FD0791
 FD0791                          STATION RECOVERY (1963)
 FD0791
 FD0791'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0791'2.8 MI NE FROM COLUMBIA.
 FD0791'FROM THE NORTH END OF THE DUCK RIVER BRIDGE ON U.S. HIGHWAY 31,
 FD0791'GO NORTHEASTERLY FOR 2.9 MILES TO THE MARK ON THE RIGHT.  THE
 FD0791'MARK IS 32 FEET NORTH OF A FENCE CORNER, 7 FEET NORTHEAST OF A
 FD0791'TELEPHONE POLE AND 1.6 FEET WEST OF A WITNESS POST SET IN A FENCE
 FD0791'LINE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0791
 FD0791                          STATION RECOVERY (1984)
 FD0791
 FD0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0791'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.9 KM
 FD0791'(2.4 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF U.S. HIGHWAY
 FD0791'43 IN COLUMBIA, THENCE 0.2 KM (0.1 MI) EAST ALONG A DIRT ROAD TO THE
 FD0791'MARK, 14.56 METERS (47.8 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 FD0791'A HOUSE TRAILER, 9.54 METERS (31.3 FT) NORTH OF A CONCRETE RIGHT OF
 FD0791'WAY MARKER, AND 2.19 METERS (7.2 FT) NORTHEAST OF A POWERLINE POLE.
 FD0791'THE MARK IS 0.51 METERS  W FROM A WITNESS POST.
 FD0791'THE MARK IS 6.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3507 ***********************************************************************
 GA3507  DESIGNATION -  CARTER
 GA3507  PID         -  GA3507
 GA3507  STATE/COUNTY-  TN/HAMBLEN
 GA3507  USGS QUAD   -  SPRINGVALE (1980)
 GA3507
 GA3507                         *CURRENT SURVEY CONTROL
 GA3507  ___________________________________________________________________
 GA3507* NAD 83(1995)-  36 11 14.71580(N)    083 11 33.81028(W)     ADJUSTED  
 GA3507* NAVD 88     -       373.5    (meters)    1225.     (feet)  VERTCON   
 GA3507  ___________________________________________________________________
 GA3507  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 GA3507  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA3507
 GA3507  HORZ ORDER  -  SECOND
 GA3507
 GA3507.The horizontal coordinates were established by classical geodetic methods
 GA3507.and adjusted by the National Geodetic Survey in April 1999..
 GA3507
 GA3507.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3507
 GA3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3507
 GA3507.The geoid height was determined by GEOID03.
 GA3507
 GA3507;                    North         East     Units Scale Factor Converg.
 GA3507;SPC TN       -   209,332.200   852,471.126   MT  0.99996736   +1 38 36.6
 GA3507;SPC TN       -   686,784.06  2,796,815.69   sFT  0.99996736   +1 38 36.6
 GA3507;UTM  17      - 4,006,964.771   302,828.872   MT  1.00007903   -1 17 42.2
 GA3507
 GA3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3507!SPC TN       -   0.99994628  x   0.99996736  =   0.99991365
 GA3507!UTM  17      -   0.99994628  x   1.00007903  =   1.00002531
 GA3507
 GA3507:                Primary Azimuth Mark                     Grid Az
 GA3507:SPC TN       -  AIRWAY BEACON 20                         013 54 24.6
 GA3507:UTM  17      -  AIRWAY BEACON 20                         016 50 43.4
 GA3507
 GA3507|---------------------------------------------------------------------|
 GA3507| PID    Reference Object                     Distance      Geod. Az  |
 GA3507|                                                           dddmmss.s |
 GA3507| GA3506 AIRWAY BEACON 20                    APPROX. 6.5 KM 0153301.2 |
 GA3507| DB8958 CARTER RM 1                          22.734 METERS 07712     |
 GA3507| GA2076 RED                                 APPROX. 6.5 KM 0800927.7 |
 GA3507| GA3508 LOWLAND STAUFFER SMOKE STACK        APPROX. 3.8 KM 2144549.1 |
 GA3507| DB8957 CARTER AZ MK                                       2494455.4 |
 GA3507| DB8959 CARTER RM 2                          22.091 METERS 31128     |
 GA3507|---------------------------------------------------------------------|
 GA3507
 GA3507                          SUPERSEDED SURVEY CONTROL
 GA3507
 GA3507  NAD 83(1995)-  36 11 14.72040(N)    083 11 33.81431(W) AD(       ) 2
 GA3507  NAD 83(1995)-  36 11 14.72619(N)    083 11 33.81687(W) AD(       ) 2
 GA3507  NAD 83(1995)-  36 11 14.72182(N)    083 11 33.81423(W) AD(       ) 2
 GA3507  NAD 83(1986)-  36 11 14.72524(N)    083 11 33.81423(W) AD(       ) 2
 GA3507  NAD 27      -  36 11 14.38210(N)    083 11 34.22000(W) AD(       ) 2
 GA3507  NGVD 29 (07/19/86)  373.6    (m)         1226.     (f) VERT ANG       
 GA3507
 GA3507.Superseded values are not recommended for survey control.
 GA3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3507.See file dsdata.txt to determine how the superseded data were derived.
 GA3507
 GA3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0282906965(NAD 83)
 GA3507_MARKER: DE = TRAVERSE STATION DISK
 GA3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3507
 GA3507  HISTORY     - Date     Condition        Report By
 GA3507  HISTORY     - 1961     MONUMENTED       CGS
 GA3507  HISTORY     - 1980     GOOD             NGS
 GA3507
 GA3507                          STATION DESCRIPTION
 GA3507
 GA3507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3507'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MORRISTOWN, ABOUT 2
 GA3507'MILES NORTHEAST OF
 GA3507'LOWLAND AND ON THE PROPERTY OF C.  M.  CARTER.
 GA3507'
 GA3507'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3507'HIGHWAY 160, JUST SOUTH OF
 GA3507'MORRISTOWN, GO LEFT ON STATE HIGHWAY 160 FOR 0.45
 GA3507'MILE TO A SIDE ROAD ON THE LEFT, 5
 GA3507'CHURCH SIGNS ON THE LEFT, TURN
 GA3507'LEFT AND GO 4.1 MILES TO A CROSSROAD IN SPRINGVALE,
 GA3507'CONTINUE STRAIGHT
 GA3507'AHEAD FOR 1.0 MILE TO A LOCKED GATE ON THE LEFT AND THE AZIMUTH MARK,
 GA3507'TURN LEFT THROUGH
 GA3507'THE GATE AND GO 0.1 MILE, KEEPING TO THE RIGHT OF
 GA3507'THE TIMBER TO THE TOP OF THE HILL
 GA3507'AND THE STATION.
 GA3507'
 GA3507'THE STATION IS 2.5 FEET SOUTH OF A WITNESS POST AND IS LOCATED ON THE
 GA3507'HIGHEST POINT OF THE HILL.
 GA3507'IT IS A STANDARD TRAVERSE DISK, PROJECTING 3
 GA3507'INCHES, AND IS STAMPED CARTER 1961.
 GA3507'
 GA3507'REFERENCE MARK NO. 1 IS 74 FEET EAST OF THE WITNESS POST AND ON THE
 GA3507'EASTERN SLOPE OF THE
 GA3507'HILL.  IT IS A STANDARD DISK, PROJECTING 4 INCHES, AND
 GA3507'IS STAMPED CARTER NO 1 1961.
 GA3507'
 GA3507'REFERENCE MARK NO. 2 IS 72 FEET NORTHWEST OF THE WITNESS POST AND IS
 GA3507'ON THE NORTHWEST SLOPE
 GA3507'OF THE HILL.  IT IS A STANDARD DISK, PROJECTING 6
 GA3507'INCHES, AND IS STAMPED CARTER NO 2
 GA3507'1961.
 GA3507'
 GA3507'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 9
 GA3507'FEET SOUTH OF A SOUTH GATE
 GA3507'POST, 1.9 FEET NORTH OF A WITNESS POST AND 1 FOOT
 GA3507'EAST OF A FENCE LINE.  IT IS A
 GA3507'STANDARD DISK, PROJECTING 4 INCHES,
 GA3507'AND IS STAMPED CARTER 1961.
 GA3507'
 GA3507'HEIGHT OF LIGHT ABOVE STATION MARK 26.04 METERS.
 GA3507
 GA3507                          STATION RECOVERY (1980)
 GA3507
 GA3507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3507'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 GA3507'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GA3507'
 GA3507'2 IRON PINS WERE DRIVEN ALONG SIDE EACH MARK AND A METAL WITNESS
 GA3507'POST WAS SET 1 FOOT EAST OF THE STATION MARK.  THE AZIMUTH MARK IS
 GA3507'0.2 MILE NORTH ALONG PAVED ROAD FROM INTERSTATE HIGHWAY 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1498 ***********************************************************************
 FD1498  DESIGNATION -  CARTER
 FD1498  PID         -  FD1498
 FD1498  STATE/COUNTY-  TN/WILLIAMSON
 FD1498  USGS QUAD   -  LEIPERS FORK (1981)
 FD1498
 FD1498                         *CURRENT SURVEY CONTROL
 FD1498  ___________________________________________________________________
 FD1498* NAD 83(1995)-  35 53 50.67445(N)    086 53 38.13309(W)     ADJUSTED  
 FD1498* NAVD 88     -       316.0    (meters)    1037.     (feet)  VERTCON   
 FD1498  ___________________________________________________________________
 FD1498  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FD1498  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1498
 FD1498  HORZ ORDER  -  FIRST
 FD1498
 FD1498.The horizontal coordinates were established by classical geodetic methods
 FD1498.and adjusted by the National Geodetic Survey in April 1999..
 FD1498
 FD1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1498
 FD1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1498
 FD1498.The geoid height was determined by GEOID03.
 FD1498
 FD1498;                    North         East     Units Scale Factor Converg.
 FD1498;SPC TN       -   173,901.326   519,301.323   MT  0.99994901   -0 31 24.0
 FD1498;SPC TN       -   570,541.27  1,703,741.09   sFT  0.99994901   -0 31 24.0
 FD1498;UTM  16      - 3,972,574.968   509,572.579   MT  0.99960113   +0 03 43.9
 FD1498
 FD1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1498!SPC TN       -   0.99995489  x   0.99994901  =   0.99990391
 FD1498!UTM  16      -   0.99995489  x   0.99960113  =   0.99955604
 FD1498
 FD1498:                Primary Azimuth Mark                     Grid Az
 FD1498:SPC TN       -  AIRWAY BEACON 63                         007 24 01.9
 FD1498:UTM  16      -  AIRWAY BEACON 63                         006 48 54.0
 FD1498
 FD1498|---------------------------------------------------------------------|
 FD1498| PID    Reference Object                     Distance      Geod. Az  |
 FD1498|                                                           dddmmss.s |
 FD1498| GC2294 AIRWAY BEACON 63                    APPROX.18.2 KM 0065237.9 |
 FD1498| FD1489 FRANKLIN MUNICIPAL TANK             APPROX. 3.7 KM 0364600.0 |
 FD1498| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX.14.5 KM 0394344.8 |
 FD1498| CG5042 CARTER AZ MK                                       0841631.0 |
 FD1498| CG5043 CARTER RM 1                          18.724 METERS 21019     |
 FD1498| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.33.9 KM 2771828.7 |
 FD1498| CG5044 CARTER RM 2                          20.041 METERS 33517     |
 FD1498|---------------------------------------------------------------------|
 FD1498
 FD1498                          SUPERSEDED SURVEY CONTROL
 FD1498
 FD1498  NAD 83(1995)-  35 53 50.67674(N)    086 53 38.13511(W) AD(       ) 1
 FD1498  NAD 83(1986)-  35 53 50.68530(N)    086 53 38.13604(W) AD(       ) 1
 FD1498  NAD 27      -  35 53 50.45000(N)    086 53 38.13000(W) AD(       ) 1
 FD1498  NGVD 29 (07/19/86)  316.0    (m)         1037.     (f) VERT ANG       
 FD1498
 FD1498.Superseded values are not recommended for survey control.
 FD1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1498.See file dsdata.txt to determine how the superseded data were derived.
 FD1498
 FD1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0957372575(NAD 83)
 FD1498_MARKER: DS = TRIANGULATION STATION DISK
 FD1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1498
 FD1498  HISTORY     - Date     Condition        Report By
 FD1498  HISTORY     - 1933     MONUMENTED       CGS
 FD1498  HISTORY     - 1960     GOOD             CGS
 FD1498  HISTORY     - 1963     GOOD             CGS
 FD1498
 FD1498                          STATION DESCRIPTION
 FD1498
 FD1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 FD1498'ABOUT 6 MILES EAST OF HILLSBORO, 2.5 MILES SOUTHWEST OF FRANKLIN, 1.0
 FD1498'MILE WEST OF DIXIE
 FD1498'HIGHWAY (U S ROUTE 31), ON HIGHEST PART OF HIGH RIDGE
 FD1498'COVERED WITH BRUSH AND SMALL CEDAR
 FD1498'TREES, AND ON LAND OWNED BY ELLA
 FD1498'CARTER OF NASHVILLE.  TO REACH FROM SQUARE IN
 FD1498'FRANKLIN, GO SOUTH 2.0
 FD1498'MILES ON U S ROUTE 31 TO NARROW LANE TO RIGHT OPPOSITE LARGE
 FD1498'GRAY HOUSE ON
 FD1498'EAST SIDE OF ROAD, TURN RIGHT ONTO LANE, GO WEST 0.55 MILE
 FD1498'TO END OF LANE AT SMALL
 FD1498'HOUSE, FOLLOW TRAIL UP SLOPING RIDGE TO WEST
 FD1498'ABOUT 0.5 MILE TO TOP, TURN LEFT AND
 FD1498'PROCEED SOUTHWARD ALONG RIDGE
 FD1498'ABOUT 0.25 MILE TO STATION SITE ON U-SHAPED RIDGE AT
 FD1498'ITS SOUTH ANGLE.
 FD1498'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1498'SURFACE MARK PROJECTS 5 INCHES ABOVE GROUND.
 FD1498'REFERENCE AND AZIMUTH MARKS ARE
 FD1498'STANDARD REFERENCE DISKS IN CONCRETE.
 FD1498'REFERENCE MARK NO 1, PROJECTING 6
 FD1498'INCHES ABOVE GROUND, IS
 FD1498'ON SOUTHWEST SLOPE OF HILL, 30 FEET NORTHEAST OF 60-INCH
 FD1498'WHITE-OAK TREE
 FD1498'ON SLOPE OF HILL, 25 FEET SOUTHEAST OF GROUP OF 8-INCH ELM
 FD1498'TREES, AND ABOUT 6 FEET
 FD1498'LOWER THAN AND 61.43 FEET FROM STATION.
 FD1498'REFERENCE MARK NO
 FD1498'2, PROJECTING 5 INCHES
 FD1498'ABOVE GROUND, IS ON CREST OF RIDGE AND ABOUT 2 FEET LOWER
 FD1498'THAN AND 65.75
 FD1498'FEET FROM STATION.  AZIMUTH MARK,
 FD1498'PROJECTING 5 INCHES
 FD1498'ABOVE GROUND, IS ON RIGHT OF WAY OF U S ROUTE 31,
 FD1498'34 FEET EAST OF CENTER LINE OF
 FD1498'PAVEMENT, 1 FOOT WEST OF RIGHT-OF-WAY
 FD1498'FENCE, 1 FOOT SOUTH OF FENCE CORNER, ABOUT 150
 FD1498'FEET NORTH OF LARGE
 FD1498'GRAY HOUSE ON EAST SIDE OF ROAD, AND ABOUT 1.0 MILE FROM STATION.
 FD1498'AZIMUTH FROM STATION TO FRANKLIN,
 FD1498'MUNICIPAL WATER TANK, (VISIBLE
 FD1498'FROM GROUND THROUGH TREES IN WINTER)
 FD1498'IS N 36 DEG 47 MIN E.
 FD1498
 FD1498                          STATION RECOVERY (1960)
 FD1498
 FD1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1498'THE STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 2 AND THE
 FD1498'AZIMUTH MARK WERE
 FD1498'RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW
 FD1498'AND COMPLETE DESCRIPTION.
 FD1498'
 FD1498'THE STATION IS LOCATED ABOUT 6 MILES EAST OF HILLSBORO, 2.5 MILES
 FD1498'SOUTHWEST OF FRANKLIN, 1
 FD1498'MILE WEST OF U S HIGHWAY 31 AND ON A HIGH RIDGE COVERED
 FD1498'WITH BRUSH AND TREES.
 FD1498'
 FD1498'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN FRANKLIN, GO SOUTH ON
 FD1498'U S HIGHWAY 31 FOR 1.9
 FD1498'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 FD1498'0.05 MILE TO A SIDE ROAD RIGHT, TURN
 FD1498'RIGHT, WEST, FOR 0.55 MILE TO A
 FD1498'HOUSE AND END OF TRUCK TRAVEL.  PACK WEST UP SLOPING
 FD1498'RIDGE ABOUT 0.5
 FD1498'MILE TO THE TOP, THEN LEFT, SOUTH, ALONG RIDGE ABOUT 0.25 MILE TO
 FD1498'STATION.
 FD1498'
 FD1498'THE STATION MARK IS STAMPED CARTER 1933 AND PROJECTS 4 INCHES.  IT IS
 FD1498'22 FEET WEST OF A
 FD1498'TRIANGULAR BLAZED TREE AND 2 FEET NORTH OF A WITNESS SIGN.
 FD1498'
 FD1498'REFERENCE MARK NO 1 IS STAMPED CARTER NO 1 1933 AND PROJECTS 6
 FD1498'INCHES.  IT IS 25 FEET
 FD1498'SOUTHEAST OF A GROUP OF 10-INCH ELM TREES, 6 FEET LOWER THAN
 FD1498'THE STATION MARK, ON THE
 FD1498'SOUTHWEST SLOPE OF RIDGE AND 3 FEET NORTH OF
 FD1498'A 10-INCH ELM TREE.
 FD1498'
 FD1498'REFERENCE MARK NO 2 IS STAMPED CARTER NO 2 1933 AND PROJECTS 6
 FD1498'INCHES.  IT IS 2 FEET
 FD1498'LOWER THAN THE STATION MARK AND SET IN THE CENTER OF THE
 FD1498'RIDGE.
 FD1498'
 FD1498'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED CARTER AZIMUTH
 FD1498'1933.  THE DISK IS CEMENTED
 FD1498'IN A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 FD1498'INCHES.  IT IS 34 FEET EAST OF THE
 FD1498'CENTER OF U S HIGHWAY 31, 6 FEET
 FD1498'SOUTHEAST OF A TELEPHONE POLE, 5 FEET SOUTH OF A
 FD1498'FENCE CORNER POST
 FD1498'AND 6 INCHES WEST OF A BOARD FENCE.
 FD1498'
 FD1498'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 FD1498
 FD1498                          STATION RECOVERY (1963)
 FD1498
 FD1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FD1498'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD1498'GOOD CONDITION.  THE STATION TO REACH AS GIVEN IN THE 1960 RECOVERY
 FD1498'NOTE IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0836 ***********************************************************************
 FE0836  DESIGNATION -  CARTER AZ MK
 FE0836  PID         -  FE0836
 FE0836  STATE/COUNTY-  TN/HAYWOOD
 FE0836  USGS QUAD   -  SUNNYHILL (1983)
 FE0836
 FE0836                         *CURRENT SURVEY CONTROL
 FE0836  ___________________________________________________________________
 FE0836* NAD 83(1986)-  35 34 33.     (N)    089 08 08.     (W)     SCALED    
 FE0836* NAVD 88     -       128.856  (meters)     422.76   (feet)  ADJUSTED  
 FE0836  ___________________________________________________________________
 FE0836  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0836  DYNAMIC HT  -         128.741 (meters)     422.38  (feet)  COMP
 FE0836  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FE0836
 FE0836  VERT ORDER  -  SECOND    CLASS 0
 FE0836
 FE0836.The horizontal coordinates were scaled from a topographic map and have
 FE0836.an estimated accuracy of +/- 6 seconds.
 FE0836
 FE0836.The orthometric height was determined by differential leveling
 FE0836.and adjusted by the National Geodetic Survey in June 1991..
 FE0836
 FE0836.The geoid height was determined by GEOID03.
 FE0836
 FE0836.The dynamic height is computed by dividing the NAVD 88
 FE0836.geopotential number by the normal gravity value computed on the
 FE0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0836.degrees latitude (g = 980.6199 gals.).
 FE0836
 FE0836.The modeled gravity was interpolated from observed gravity values.
 FE0836
 FE0836;                    North         East    Units  Estimated Accuracy
 FE0836;SPC TN       -   142,410.      315,840.      MT  (+/- 180 meters Scaled)
 FE0836
 FE0836                          SUPERSEDED SURVEY CONTROL
 FE0836
 FE0836  NGVD 29 (??/??/??)  128.870  (m)          422.80   (f) ADJUSTED    2 0
 FE0836
 FE0836.Superseded values are not recommended for survey control.
 FE0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0836.See file dsdata.txt to determine how the superseded data were derived.
 FE0836
 FE0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE064390(NAD 83)
 FE0836_MARKER: DZ = AZIMUTH MARK DISK
 FE0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0836_STAMPING: CARTER 1959
 FE0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0836+STABILITY: SURFACE MOTION
 FE0836
 FE0836  HISTORY     - Date     Condition        Report By
 FE0836  HISTORY     - 1959     MONUMENTED       CGS
 FE0836  HISTORY     - 1959     GOOD             CGS
 FE0836  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0836
 FE0836                          STATION DESCRIPTION
 FE0836
 FE0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0836'13 MI SE FROM BROWNSVILLE.
 FE0836'0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0836'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0836'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0836'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0836'JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE
 FE0836'DRIVE, THENCE 0.5 MILE NORTH, THENCE ABOUT 0.5 MILE NORTHEAST
 FE0836'ACROSS COUNTRY TO A DIRT ROAD, THENCE 0.8 MILE EAST ON THE
 FE0836'DIRT ROAD TO A Y JUNCTION, THENCE 0.55 MILE NORTH ON A GRAVELED
 FE0836'ROAD, THENCE 0.9 MILE EAST ON A GRAVELED ROAD, 114 FT. NORTH OF A
 FE0836'POWER LINE POLE, 61 FT. EAST OF THE CENTER OF A PRIVATE DRIVEWAY
 FE0836'ENTRANCE, 19 FT. SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.9
 FE0836'FT. EAST OF A WITNESS POST, A C AND GS AZIMUTH DISK SET IN TOP
 FE0836'OF A CONCRETE POST PROJECTING 3 INCHES, ABOUT 2 FT. ABOVE THE
 FE0836'LEVEL OF THE ROAD.
 FE0836
 FE0836                          STATION RECOVERY (2002)
 FE0836
 FE0836'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0789 ***********************************************************************
 FD0789  DESIGNATION -  CARTER AZ MK
 FD0789  PID         -  FD0789
 FD0789  STATE/COUNTY-  TN/MAURY
 FD0789  USGS QUAD   -  GODWIN (1988)
 FD0789
 FD0789                         *CURRENT SURVEY CONTROL
 FD0789  ___________________________________________________________________
 FD0789* NAD 83(1986)-  35 39 11.     (N)    087 00 39.     (W)     SCALED    
 FD0789* NAVD 88     -       216.164  (meters)     709.20   (feet)  ADJUSTED  
 FD0789  ___________________________________________________________________
 FD0789  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FD0789  DYNAMIC HT  -         215.974 (meters)     708.57  (feet)  COMP
 FD0789  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FD0789
 FD0789  VERT ORDER  -  FIRST     CLASS II
 FD0789
 FD0789.The horizontal coordinates were scaled from a topographic map and have
 FD0789.an estimated accuracy of +/- 6 seconds.
 FD0789
 FD0789.The orthometric height was determined by differential leveling
 FD0789.and adjusted by the National Geodetic Survey in June 1991..
 FD0789
 FD0789.The geoid height was determined by GEOID03.
 FD0789
 FD0789.The dynamic height is computed by dividing the NAVD 88
 FD0789.geopotential number by the normal gravity value computed on the
 FD0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0789.degrees latitude (g = 980.6199 gals.).
 FD0789
 FD0789.The modeled gravity was interpolated from observed gravity values.
 FD0789
 FD0789;                    North         East    Units  Estimated Accuracy
 FD0789;SPC TN       -   146,900.      508,470.      MT  (+/- 180 meters Scaled)
 FD0789
 FD0789                          SUPERSEDED SURVEY CONTROL
 FD0789
 FD0789  NGVD 29 (??/??/92)  216.141  (m)          709.12   (f) ADJ UNCH    1 2
 FD0789
 FD0789.Superseded values are not recommended for survey control.
 FD0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0789.See file dsdata.txt to determine how the superseded data were derived.
 FD0789
 FD0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE990454(NAD 83)
 FD0789_MARKER: DD = SURVEY DISK
 FD0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0789_STAMPING: CARTER AZI 1962
 FD0789_MARK LOGO: TNHD  
 FD0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0789+STABILITY: SURFACE MOTION
 FD0789
 FD0789  HISTORY     - Date     Condition        Report By
 FD0789  HISTORY     - 1962     MONUMENTED       TNHD
 FD0789  HISTORY     - 1963     GOOD             TNHD
 FD0789  HISTORY     - 1984     GOOD             NGS
 FD0789
 FD0789                          STATION DESCRIPTION
 FD0789
 FD0789'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0789'2.5 MI NE FROM COLUMBIA.
 FD0789'FROM THE NORTH END OF THE DUCK RIVER BRIDGE ON U.S. HIGHWAY 31,
 FD0789'GO NORTHEASTERLY FOR 2.9 MILES TO THE AZIMUTH MARK ON THE LEFT.
 FD0789'THE MARK IS 80 FEET SOUTH OF THE CENTER LINE OF COLUMBIA ROCK
 FD0789'PRODUCTS ROAD, 43 FEET NORTHEAST OF POWER POLE NO. 70 28 FEET
 FD0789'WEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 FD0789'31, AND 1.4 FEET SOUTH OF A WITNESS POST.  IT IS CEMENTED IN A
 FD0789'DRILLED HOLE IN THE NORTH END OF A CONCRETE CULVERT ABUTMENT.
 FD0789
 FD0789                          STATION RECOVERY (1984)
 FD0789
 FD0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0789'RECOVERED IN GOOD CONDITION.  NOTE, THE POWERLINE POLE AND WITNESS
 FD0789'POST HAVE BEEN REMOVED AND A NEW CHURCH (THE FAITH FREEWILL BAPTIST
 FD0789'CHURCH) HAS BEEN BUILT AT THIS LOCATION, ADDITIONAL MEASUREMENTS
 FD0789'FOLLOW, 22.92 METERS (75.2 FT) EAST OF THE NORTHEAST CORNER OF THE
 FD0789'CHURCH, AND 14.51 METERS (47.6 FT) SOUTHEAST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0839 ***********************************************************************
 FE0839  DESIGNATION -  CARTER RM 1
 FE0839  PID         -  FE0839
 FE0839  STATE/COUNTY-  TN/HAYWOOD
 FE0839  USGS QUAD   -  SUNNYHILL (1983)
 FE0839
 FE0839                         *CURRENT SURVEY CONTROL
 FE0839  ___________________________________________________________________
 FE0839* NAD 83(1986)-  35 34 20.     (N)    089 08 05.     (W)     SCALED    
 FE0839* NAVD 88     -       131.281  (meters)     430.71   (feet)  ADJUSTED  
 FE0839  ___________________________________________________________________
 FE0839  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0839  DYNAMIC HT  -         131.165 (meters)     430.33  (feet)  COMP
 FE0839  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FE0839
 FE0839  VERT ORDER  -  SECOND    CLASS 0
 FE0839
 FE0839.The horizontal coordinates were scaled from a topographic map and have
 FE0839.an estimated accuracy of +/- 6 seconds.
 FE0839
 FE0839.The orthometric height was determined by differential leveling
 FE0839.and adjusted by the National Geodetic Survey in June 1991..
 FE0839
 FE0839.The geoid height was determined by GEOID03.
 FE0839
 FE0839.The dynamic height is computed by dividing the NAVD 88
 FE0839.geopotential number by the normal gravity value computed on the
 FE0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0839.degrees latitude (g = 980.6199 gals.).
 FE0839
 FE0839.The modeled gravity was interpolated from observed gravity values.
 FE0839
 FE0839;                    North         East    Units  Estimated Accuracy
 FE0839;SPC TN       -   142,000.      315,900.      MT  (+/- 180 meters Scaled)
 FE0839
 FE0839                          SUPERSEDED SURVEY CONTROL
 FE0839
 FE0839  NGVD 29 (??/??/??)  131.296  (m)          430.76   (f) ADJUSTED    2 0
 FE0839
 FE0839.Superseded values are not recommended for survey control.
 FE0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0839.See file dsdata.txt to determine how the superseded data were derived.
 FE0839
 FE0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE065386(NAD 83)
 FE0839_MARKER: DR = REFERENCE MARK DISK
 FE0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0839_STAMPING: CARTER NO 1
 FE0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0839+STABILITY: SURFACE MOTION
 FE0839
 FE0839  HISTORY     - Date     Condition        Report By
 FE0839  HISTORY     - 1959     MONUMENTED       CGS
 FE0839  HISTORY     - 1959     GOOD             CGS
 FE0839
 FE0839                          STATION DESCRIPTION
 FE0839
 FE0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0839'13.3 MI SE FROM BROWNSVILLE.
 FE0839'0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0839'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0839'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0839'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A
 FE0839'Y JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE
 FE0839'DRIVE, THENCE 0.5 MILE NORTH, THENCE ABOUT 0.5 MILE NORTHEAST
 FE0839'ACROSS COUNTRY TO A DIRT ROAD, THENCE 0.8 MILE EAST ON THE
 FE0839'DIRT ROAD TO A Y JUNCTION, THENCE 0.55 MILE NORTH ON A GRAVELED
 FE0839'ROAD, THENCE 0.9 MILE EAST ON A GRAVELED ROAD TO A FARM DRIVEWAY
 FE0839'LEADING SOUTH, THENCE ABOUT 0.25 MILE SOUTH TO THE HIGHEST
 FE0839'POINT OF A FIELD, 1 FT. WEST OF A FENCE, AND 67 FT. SOUTH-SOUTHEAST
 FE0839'OF THE STATION, A C AND GS REFERENCE DISK SET IN TOP OF A CONCRETE
 FE0839'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0792 ***********************************************************************
 FD0792  DESIGNATION -  CARTER RM 1
 FD0792  PID         -  FD0792
 FD0792  STATE/COUNTY-  TN/MAURY
 FD0792  USGS QUAD   -  GODWIN (1988)
 FD0792
 FD0792                         *CURRENT SURVEY CONTROL
 FD0792  ___________________________________________________________________
 FD0792* NAD 83(1986)-  35 39 30.     (N)    087 00 27.     (W)     SCALED    
 FD0792* NAVD 88     -       233.091  (meters)     764.73   (feet)  ADJUSTED  
 FD0792  ___________________________________________________________________
 FD0792  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD0792  DYNAMIC HT  -         232.886 (meters)     764.06  (feet)  COMP
 FD0792  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FD0792
 FD0792  VERT ORDER  -  FIRST     CLASS II
 FD0792
 FD0792.The horizontal coordinates were scaled from a topographic map and have
 FD0792.an estimated accuracy of +/- 6 seconds.
 FD0792
 FD0792.The orthometric height was determined by differential leveling
 FD0792.and adjusted by the National Geodetic Survey in June 1991..
 FD0792
 FD0792.The geoid height was determined by GEOID03.
 FD0792
 FD0792.The dynamic height is computed by dividing the NAVD 88
 FD0792.geopotential number by the normal gravity value computed on the
 FD0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0792.degrees latitude (g = 980.6199 gals.).
 FD0792
 FD0792.The modeled gravity was interpolated from observed gravity values.
 FD0792
 FD0792;                    North         East    Units  Estimated Accuracy
 FD0792;SPC TN       -   147,480.      508,780.      MT  (+/- 180 meters Scaled)
 FD0792
 FD0792                          SUPERSEDED SURVEY CONTROL
 FD0792
 FD0792  NGVD 29 (??/??/92)  233.073  (m)          764.67   (f) ADJ UNCH    1 2
 FD0792
 FD0792.Superseded values are not recommended for survey control.
 FD0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0792.See file dsdata.txt to determine how the superseded data were derived.
 FD0792
 FD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE993460(NAD 83)
 FD0792_MARKER: DD = SURVEY DISK
 FD0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0792_STAMPING: CARTER RM 1 1962
 FD0792_MARK LOGO: TNHD  
 FD0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0792+STABILITY: SURFACE MOTION
 FD0792
 FD0792  HISTORY     - Date     Condition        Report By
 FD0792  HISTORY     - 1962     MONUMENTED       TNHD
 FD0792  HISTORY     - 1963     GOOD             TNHD
 FD0792  HISTORY     - 1984     GOOD             NGS
 FD0792
 FD0792                          STATION DESCRIPTION
 FD0792
 FD0792'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0792'2.8 MI NE FROM COLUMBIA.
 FD0792'THIS MARK IS LOCATED AT THE CARTER 1962 STATION SITE, 68 FEET
 FD0792'NORTH OF THE NORTHWEST CORNER OF A BLOCK HOUSE, 58 FEET EAST
 FD0792'OF A FENCE CORNER AND IS SET IN AN EAST-WEST FENCE LINE.  IT IS
 FD0792'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0792
 FD0792                          STATION RECOVERY (1984)
 FD0792
 FD0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0792'RECOVERED IN GOOD CONDITION.  NOTE, ADD 21.18 METERS (69.5 FT)
 FD0792'EAST-SOUTHEAST OF STATION CARTER AND 14.60 METERS (47.9 FT) SOUTHEAST
 FD0792'OF THE SOUTHWEST CORNER OF A TRAILER HOUSE.
 FD0792'THE MARK IS 6.10 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0837 ***********************************************************************
 FE0837  DESIGNATION -  CARTER RM 2
 FE0837  PID         -  FE0837
 FE0837  STATE/COUNTY-  TN/HAYWOOD
 FE0837  USGS QUAD   -  SUNNYHILL (1983)
 FE0837
 FE0837                         *CURRENT SURVEY CONTROL
 FE0837  ___________________________________________________________________
 FE0837* NAD 83(1986)-  35 34 20.     (N)    089 08 05.     (W)     SCALED    
 FE0837* NAVD 88     -       128.640  (meters)     422.05   (feet)  ADJUSTED  
 FE0837  ___________________________________________________________________
 FE0837  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0837  DYNAMIC HT  -         128.526 (meters)     421.67  (feet)  COMP
 FE0837  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FE0837
 FE0837  VERT ORDER  -  SECOND    CLASS 0
 FE0837
 FE0837.The horizontal coordinates were scaled from a topographic map and have
 FE0837.an estimated accuracy of +/- 6 seconds.
 FE0837
 FE0837.The orthometric height was determined by differential leveling
 FE0837.and adjusted by the National Geodetic Survey in June 1991..
 FE0837
 FE0837.The geoid height was determined by GEOID03.
 FE0837
 FE0837.The dynamic height is computed by dividing the NAVD 88
 FE0837.geopotential number by the normal gravity value computed on the
 FE0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0837.degrees latitude (g = 980.6199 gals.).
 FE0837
 FE0837.The modeled gravity was interpolated from observed gravity values.
 FE0837
 FE0837;                    North         East    Units  Estimated Accuracy
 FE0837;SPC TN       -   142,000.      315,900.      MT  (+/- 180 meters Scaled)
 FE0837
 FE0837                          SUPERSEDED SURVEY CONTROL
 FE0837
 FE0837  NGVD 29 (??/??/??)  128.655  (m)          422.10   (f) ADJUSTED    2 0
 FE0837
 FE0837.Superseded values are not recommended for survey control.
 FE0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0837.See file dsdata.txt to determine how the superseded data were derived.
 FE0837
 FE0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE065386(NAD 83)
 FE0837_MARKER: DR = REFERENCE MARK DISK
 FE0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0837_STAMPING: CARTER NO 2 1959
 FE0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0837+STABILITY: SURFACE MOTION
 FE0837
 FE0837  HISTORY     - Date     Condition        Report By
 FE0837  HISTORY     - 1959     MONUMENTED       CGS
 FE0837  HISTORY     - 1959     GOOD             CGS
 FE0837
 FE0837                          STATION DESCRIPTION
 FE0837
 FE0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0837'13.3 MI SE FROM BROWNSVILLE.
 FE0837'0.6 MILE EAST ON HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0837'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0837'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0837'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0837'JUNCTION, THENCE 1.1 MILES EAST ON A DIRT ROAD TO A PRIVATE
 FE0837'DRIVE, THENCE 0.5 MILE NORTH, THENCE ABOUT 0.5 MILE NORTHWEST
 FE0837'ACROSS COUNTRY TO A DIRT ROAD, THENCE 0.8 MILE EAST ON THE
 FE0837'DIRT ROAD TO A Y JUNCTION, THENCE 0.55 MILE NORTH ON A GRAVEL
 FE0837'ROAD, THENCE 0.9 MILE EAST ON A GRAVELED ROAD TO A FARM DRIVEWAY
 FE0837'LEADING SOUTH, THENCE ABOUT 0.25 MILE SOUTH TO THE HIGHEST POINT
 FE0837'OF A FIELD, 77 FT. NORTH-NORTHWEST OF AN EAST-WEST FENCE, 13 FT.
 FE0837'EAST OF A NORTH-SOUTH FENCE, 158.4 FT. SOUTHWEST OF THE STATION, A
 FE0837'C AND GS REFERENCE DISK SET IN TOP OF A CONCRETE POST SET FLUSH
 FE0837'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0790 ***********************************************************************
 FD0790  DESIGNATION -  CARTER RM 2
 FD0790  PID         -  FD0790
 FD0790  STATE/COUNTY-  TN/MAURY
 FD0790  USGS QUAD   -  GODWIN (1988)
 FD0790
 FD0790                         *CURRENT SURVEY CONTROL
 FD0790  ___________________________________________________________________
 FD0790* NAD 83(1986)-  35 39 30.     (N)    087 00 27.     (W)     SCALED    
 FD0790* NAVD 88     -       231.741  (meters)     760.30   (feet)  ADJUSTED  
 FD0790  ___________________________________________________________________
 FD0790  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD0790  DYNAMIC HT  -         231.538 (meters)     759.64  (feet)  COMP
 FD0790  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FD0790
 FD0790  VERT ORDER  -  SECOND    CLASS 0
 FD0790
 FD0790.The horizontal coordinates were scaled from a topographic map and have
 FD0790.an estimated accuracy of +/- 6 seconds.
 FD0790
 FD0790.The orthometric height was determined by differential leveling
 FD0790.and adjusted by the National Geodetic Survey in June 1991..
 FD0790
 FD0790.The geoid height was determined by GEOID03.
 FD0790
 FD0790.The dynamic height is computed by dividing the NAVD 88
 FD0790.geopotential number by the normal gravity value computed on the
 FD0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0790.degrees latitude (g = 980.6199 gals.).
 FD0790
 FD0790.The modeled gravity was interpolated from observed gravity values.
 FD0790
 FD0790;                    North         East    Units  Estimated Accuracy
 FD0790;SPC TN       -   147,480.      508,780.      MT  (+/- 180 meters Scaled)
 FD0790
 FD0790                          SUPERSEDED SURVEY CONTROL
 FD0790
 FD0790  NGVD 29 (??/??/92)  231.723  (m)          760.24   (f) ADJ UNCH    2 0
 FD0790
 FD0790.Superseded values are not recommended for survey control.
 FD0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0790.See file dsdata.txt to determine how the superseded data were derived.
 FD0790
 FD0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE993460(NAD 83)
 FD0790_MARKER: DD = SURVEY DISK
 FD0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0790_STAMPING: CARTER RM 2 1962
 FD0790_MARK LOGO: TNHD  
 FD0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0790+STABILITY: SURFACE MOTION
 FD0790
 FD0790  HISTORY     - Date     Condition        Report By
 FD0790  HISTORY     - 1962     MONUMENTED       TNHD
 FD0790  HISTORY     - 1963     GOOD             TNHD
 FD0790  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0790
 FD0790                          STATION DESCRIPTION
 FD0790
 FD0790'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0790'2.9 MI NE FROM COLUMBIA.
 FD0790'FROM THE NORTH END OF THE DUCK RIVER BRIDGE AT THE NORTH END
 FD0790'OF COLUMBIA ON U.S. HIGHWAY 31, GO NORTHEASTERLY FOR 2.9 MILES
 FD0790'TO THE MARK ON THE RIGHT.  THE MARK IS 32 FEET NORTH OF A FENCE
 FD0790'CORNER, 7 FEET NORTHEAST OF A TELEPHONE POLE AND 1.6 FEET WEST
 FD0790'OF A WITNESS POST SET IN A FENCE LINE.  THE MARK IS SET IN A
 FD0790'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0790
 FD0790                          STATION RECOVERY (1984)
 FD0790
 FD0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0790'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0723 ***********************************************************************
 GB0723  DESIGNATION -  CARY
 GB0723  PID         -  GB0723
 GB0723  STATE/COUNTY-  TN/CAMPBELL
 GB0723  USGS QUAD   -  JACKSBORO (1991)
 GB0723
 GB0723                         *CURRENT SURVEY CONTROL
 GB0723  ___________________________________________________________________
 GB0723* NAD 83(1995)-  36 17 44.27361(N)    084 12 39.86086(W)     ADJUSTED  
 GB0723* NAVD 88     -       382.198  (meters)    1253.93   (feet)  ADJUSTED  
 GB0723  ___________________________________________________________________
 GB0723  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 GB0723  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB0723  DYNAMIC HT  -         381.863 (meters)    1252.83  (feet)  COMP
 GB0723  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GB0723
 GB0723  HORZ ORDER  -  SECOND
 GB0723  VERT ORDER  -  SECOND    CLASS 0
 GB0723
 GB0723.The horizontal coordinates were established by classical geodetic methods
 GB0723.and adjusted by the National Geodetic Survey in April 1999..
 GB0723
 GB0723.The orthometric height was determined by differential leveling
 GB0723.and adjusted by the National Geodetic Survey in June 1991..
 GB0723
 GB0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0723
 GB0723.The geoid height was determined by GEOID03.
 GB0723
 GB0723.The dynamic height is computed by dividing the NAVD 88
 GB0723.geopotential number by the normal gravity value computed on the
 GB0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0723.degrees latitude (g = 980.6199 gals.).
 GB0723
 GB0723.The modeled gravity was interpolated from observed gravity values.
 GB0723
 GB0723;                    North         East     Units Scale Factor Converg.
 GB0723;SPC TN       -   219,186.647   760,680.108   MT  0.99998077   +1 02 50.3
 GB0723;SPC TN       -   719,114.86  2,495,664.65   sFT  0.99998077   +1 02 50.3
 GB0723;UTM  16      - 4,020,348.957   750,447.751   MT  1.00037290   +1 39 06.4
 GB0723
 GB0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0723!SPC TN       -   0.99994469  x   0.99998077  =   0.99992547
 GB0723!UTM  16      -   0.99994469  x   1.00037290  =   1.00031757
 GB0723
 GB0723|---------------------------------------------------------------------|
 GB0723| PID    Reference Object                     Distance      Geod. Az  |
 GB0723|                                                           dddmmss.s |
 GB0723| GB0722 CARY RM 1                            10.220 METERS 10040     |
 GB0723| GB0721 CARY RM 2                             9.972 METERS 16959     |
 GB0723| GB2527 SILICA                              APPROX. 4.3 KM 3294450.3 |
 GB0723|---------------------------------------------------------------------|
 GB0723
 GB0723                          SUPERSEDED SURVEY CONTROL
 GB0723
 GB0723  NAD 83(1995)-  36 17 44.27543(N)    084 12 39.86472(W) AD(       ) 2
 GB0723  NAD 83(1995)-  36 17 44.27879(N)    084 12 39.86560(W) AD(       ) 2
 GB0723  NAD 83(1986)-  36 17 44.28353(N)    084 12 39.86201(W) AD(       ) 2
 GB0723  NAD 27      -  36 17 43.98780(N)    084 12 40.12780(W) AD(       ) 2
 GB0723  NGVD 29 (??/??/92)  382.307  (m)         1254.29   (f) ADJ UNCH    2 0
 GB0723
 GB0723.Superseded values are not recommended for survey control.
 GB0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0723.See file dsdata.txt to determine how the superseded data were derived.
 GB0723
 GB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5044820349(NAD 83)
 GB0723_MARKER: DE = TRAVERSE STATION DISK
 GB0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0723_STAMPING: CARY 1961
 GB0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0723+STABILITY: SURFACE MOTION
 GB0723
 GB0723  HISTORY     - Date     Condition        Report By
 GB0723  HISTORY     - 1961     MONUMENTED       CGS
 GB0723  HISTORY     - 1961     GOOD             CGS
 GB0723  HISTORY     - 1964     GOOD             TNHD
 GB0723  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0723
 GB0723                          STATION DESCRIPTION
 GB0723
 GB0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0723'THE STATION IS LOCATED IN THE EASTERN PART OF CARYVILLE ABOUT 0.2
 GB0723'MILE EAST OF THE JUNCTION
 GB0723'OF U.  S.  HIGHWAY 25W AND STATE HIGHWAY 63.
 GB0723'
 GB0723'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB0723'HIGHWAY 63, GO NORTHEAST
 GB0723'ON U.  S.  HIGHWAY 25W FOR 0.05 MILE TO A SIDE ROAD
 GB0723'ON THE RIGHT, TURN SHARP RIGHT, UP
 GB0723'HILL, AND GO 0.35 MILE TO THE
 GB0723'STATION ON THE LEFT AND A SIDE ROAD ON THE RIGHT.
 GB0723'
 GB0723'THE STATION IS 24 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 2.4
 GB0723'FEET EAST OF A WITNESS
 GB0723'POST.  IT IS A STANDARD TRAVERSE DISK, FLUSH, AND IS
 GB0723'STAMPED CARY 1961.
 GB0723'
 GB0723'REFERENCE MARK NO. 1 IS A STANDARD DISK, PROJECTING 3-INCHES, AND IS
 GB0723'STAMPED CARY NO 1 1961.
 GB0723'
 GB0723'REFERENCE MARK NO. 2 IS 24 FEET EAST OF THE CENTER OF A GRAVELED
 GB0723'ROAD.  IT IS A STANDARD
 GB0723'DISK, FLUSH, AND IS STAMPED CARY NO 2 1961.
 GB0723'
 GB0723'COVE LAKE WATER TANK WILL SERVE AS THE AZIMUTH MARK.
 GB0723
 GB0723                          STATION RECOVERY (1961)
 GB0723
 GB0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0723'0.6 MI E FROM CARYVILLE.
 GB0723'FROM THE CARYVILLE JR. HIGH SCHOOL IN CARYVILLE, GO 0.2 MILE
 GB0723'EAST ON STATE HIGHWAY 63, THEN 0.05 MILE NORTHEAST ON U.S.
 GB0723'HIGHWAY 25W, THEN 0.35 MILE SOUTHEAST ON A GRAVELED ROAD UP A
 GB0723'STEEP HILL TO A Y JUNCTION.  THE STATION MARK IS 24 FT. EAST OF
 GB0723'THE CENTER OF THE GRAVELED ROAD AND 2.4 FT. EAST OF A WITNESS
 GB0723'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GB0723'GROUND AND IS ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
 GB0723
 GB0723                          STATION RECOVERY (1964)
 GB0723
 GB0723'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB0723'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GB0723'DESCRIBED IN THE 1961 DESCRIPTION.
 GB0723
 GB0723                          STATION RECOVERY (1973)
 GB0723
 GB0723'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (GBS)
 GB0723'CARY AND REFS. NOT FOUND.
 GB0723'
 GB0723'COULD NOT LOCATE DUE TO POOR DESCRIPTION-POSSIBLY STILL IN.
 GB0723'
 GB0723'RMS NOT FOUND EITHER.
 GB0723'
 GB0723'DISTANCE AND DIRECTION FROM NEAREST TOWN LOCATED IN THE EASTERN
 GB0723'PART OF CARYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0722 ***********************************************************************
 GB0722  DESIGNATION -  CARY RM 1
 GB0722  PID         -  GB0722
 GB0722  STATE/COUNTY-  TN/CAMPBELL
 GB0722  USGS QUAD   -  JACKSBORO (1991)
 GB0722
 GB0722                         *CURRENT SURVEY CONTROL
 GB0722  ___________________________________________________________________
 GB0722* NAD 83(1986)-  36 17 43.     (N)    084 12 40.     (W)     SCALED    
 GB0722* NAVD 88     -       382.153  (meters)    1253.78   (feet)  ADJUSTED  
 GB0722  ___________________________________________________________________
 GB0722  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB0722  DYNAMIC HT  -         381.817 (meters)    1252.68  (feet)  COMP
 GB0722  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GB0722
 GB0722  VERT ORDER  -  SECOND    CLASS 0
 GB0722
 GB0722.The horizontal coordinates were scaled from a topographic map and have
 GB0722.an estimated accuracy of +/- 6 seconds.
 GB0722
 GB0722.The orthometric height was determined by differential leveling
 GB0722.and adjusted by the National Geodetic Survey in June 1991..
 GB0722
 GB0722.The geoid height was determined by GEOID03.
 GB0722
 GB0722.The dynamic height is computed by dividing the NAVD 88
 GB0722.geopotential number by the normal gravity value computed on the
 GB0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0722.degrees latitude (g = 980.6199 gals.).
 GB0722
 GB0722.The modeled gravity was interpolated from observed gravity values.
 GB0722
 GB0722;                    North         East    Units  Estimated Accuracy
 GB0722;SPC TN       -   219,150.      760,680.      MT  (+/- 180 meters Scaled)
 GB0722
 GB0722                          SUPERSEDED SURVEY CONTROL
 GB0722
 GB0722  NGVD 29 (??/??/92)  382.261  (m)         1254.13   (f) ADJ UNCH    2 0
 GB0722
 GB0722.Superseded values are not recommended for survey control.
 GB0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0722.See file dsdata.txt to determine how the superseded data were derived.
 GB0722
 GB0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF504203(NAD 83)
 GB0722_MARKER: DR = REFERENCE MARK DISK
 GB0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0722_STAMPING: CARY NO 1 1961
 GB0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0722+STABILITY: SURFACE MOTION
 GB0722
 GB0722  HISTORY     - Date     Condition        Report By
 GB0722  HISTORY     - 1961     MONUMENTED       CGS
 GB0722
 GB0722                          STATION DESCRIPTION
 GB0722
 GB0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0722'0.6 MI E FROM CARYVILLE.
 GB0722'THIS MARK IS LOCATED AT THE CARY 1961 STATION SITE, 33.5 FT.
 GB0722'EAST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A CONCRETE
 GB0722'POST PROJECTING 3 INCHES AND IS ABOUT 5 FT. ABOVE THE LEVEL OF
 GB0722'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0721 ***********************************************************************
 GB0721  DESIGNATION -  CARY RM 2
 GB0721  PID         -  GB0721
 GB0721  STATE/COUNTY-  TN/CAMPBELL
 GB0721  USGS QUAD   -  JACKSBORO (1991)
 GB0721
 GB0721                         *CURRENT SURVEY CONTROL
 GB0721  ___________________________________________________________________
 GB0721* NAD 83(1986)-  36 17 43.     (N)    084 12 40.     (W)     SCALED    
 GB0721* NAVD 88     -       383.825  (meters)    1259.27   (feet)  ADJUSTED  
 GB0721  ___________________________________________________________________
 GB0721  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB0721  DYNAMIC HT  -         383.488 (meters)    1258.16  (feet)  COMP
 GB0721  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GB0721
 GB0721  VERT ORDER  -  SECOND    CLASS 0
 GB0721
 GB0721.The horizontal coordinates were scaled from a topographic map and have
 GB0721.an estimated accuracy of +/- 6 seconds.
 GB0721
 GB0721.The orthometric height was determined by differential leveling
 GB0721.and adjusted by the National Geodetic Survey in June 1991..
 GB0721
 GB0721.The geoid height was determined by GEOID03.
 GB0721
 GB0721.The dynamic height is computed by dividing the NAVD 88
 GB0721.geopotential number by the normal gravity value computed on the
 GB0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0721.degrees latitude (g = 980.6199 gals.).
 GB0721
 GB0721.The modeled gravity was interpolated from observed gravity values.
 GB0721
 GB0721;                    North         East    Units  Estimated Accuracy
 GB0721;SPC TN       -   219,150.      760,680.      MT  (+/- 180 meters Scaled)
 GB0721
 GB0721                          SUPERSEDED SURVEY CONTROL
 GB0721
 GB0721  NGVD 29 (??/??/92)  383.934  (m)         1259.62   (f) ADJ UNCH    2 0
 GB0721
 GB0721.Superseded values are not recommended for survey control.
 GB0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0721.See file dsdata.txt to determine how the superseded data were derived.
 GB0721
 GB0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF504203(NAD 83)
 GB0721_MARKER: DR = REFERENCE MARK DISK
 GB0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0721_STAMPING: CARY NO 2 1961
 GB0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0721+STABILITY: SURFACE MOTION
 GB0721
 GB0721  HISTORY     - Date     Condition        Report By
 GB0721  HISTORY     - 1961     MONUMENTED       CGS
 GB0721
 GB0721                          STATION DESCRIPTION
 GB0721
 GB0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0721'0.6 MI E FROM CARYVILLE.
 GB0721'THIS MARK IS LOCATED AT THE CARY 1961 STATION SITE, 32.7 FT.
 GB0721'SOUTH OF THE STATION MARK AND 24 FT. EAST OF THE CENTER OF THE
 GB0721'GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 GB0721'WITH THE GROUND AND ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2625 ***********************************************************************
 FB2625  DESIGNATION -  CATE
 FB2625  PID         -  FB2625
 FB2625  STATE/COUNTY-  TN/SEVIER
 FB2625  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2625
 FB2625                         *CURRENT SURVEY CONTROL
 FB2625  ___________________________________________________________________
 FB2625* NAD 83(1995)-  35 59 40.75855(N)    083 35 48.64379(W)     ADJUSTED  
 FB2625* NAVD 88     -       364.0    (meters)    1194.     (feet)  VERTCON   
 FB2625  ___________________________________________________________________
 FB2625  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FB2625  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB2625
 FB2625  HORZ ORDER  -  SECOND
 FB2625
 FB2625.The horizontal coordinates were established by classical geodetic methods
 FB2625.and adjusted by the National Geodetic Survey in April 1999..
 FB2625
 FB2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2625
 FB2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2625
 FB2625.The geoid height was determined by GEOID03.
 FB2625
 FB2625;                    North         East     Units Scale Factor Converg.
 FB2625;SPC TN       -   186,982.595   816,659.785   MT  0.99995231   +1 24 24.8
 FB2625;SPC TN       -   613,458.73  2,679,324.64   sFT  0.99995231   +1 24 24.8
 FB2625;UTM  17      - 3,986,474.588   265,911.704   MT  1.00027526   -1 31 36.8
 FB2625
 FB2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2625!SPC TN       -   0.99994770  x   0.99995231  =   0.99990001
 FB2625!UTM  17      -   0.99994770  x   1.00027526  =   1.00022294
 FB2625
 FB2625|---------------------------------------------------------------------|
 FB2625| PID    Reference Object                     Distance      Geod. Az  |
 FB2625|                                                           dddmmss.s |
 FB2625| CZ4733 CATE RM 2                             6.762 METERS 03908     |
 FB2625| FB2626 DOUGLAS DAM WATER TANK              APPROX. 5.9 KM 1221119.2 |
 FB2625| FB2138 HODGE                               APPROX. 1.8 KM 1312237.2 |
 FB2625| CZ4732 CATE RM 1                             7.632 METERS 28633     |
 FB2625|---------------------------------------------------------------------|
 FB2625
 FB2625                          SUPERSEDED SURVEY CONTROL
 FB2625
 FB2625  NAD 83(1995)-  35 59 40.76548(N)    083 35 48.64525(W) AD(       ) 2
 FB2625  NAD 83(1986)-  35 59 40.77021(N)    083 35 48.64427(W) AD(       ) 2
 FB2625  NAD 27      -  35 59 40.45520(N)    083 35 49.02810(W) AD(       ) 2
 FB2625  NGVD 29 (07/19/86)  364.2    (m)         1195.     (f) VERT ANG       
 FB2625
 FB2625.Superseded values are not recommended for survey control.
 FB2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2625.See file dsdata.txt to determine how the superseded data were derived.
 FB2625
 FB2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6591286475(NAD 83)
 FB2625_MARKER: DE = TRAVERSE STATION DISK
 FB2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2625
 FB2625  HISTORY     - Date     Condition        Report By
 FB2625  HISTORY     - 1961     MONUMENTED       CGS
 FB2625
 FB2625                          STATION DESCRIPTION
 FB2625
 FB2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2625'THE STATION IS LOCATED ON THE PROPERTY OF MR. GATE, ABOUT 12 MILES
 FB2625'WEST OF DANDRIDGE AND ABOUT 4 MILES NORTHWEST OF THE DOUGLAS DAM.
 FB2625'
 FB2625'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25W AND 70
 FB2625'AND STATE HIGHWAY 139 WHICH IS LOCATED ABOUT 12 MILES WEST OF
 FB2625'DANDRIDGE, GO SOUTHERLY ON STATE HIGHWAY 139 FOR 3.3 MILES TO A
 FB2625'CROSSROAD AT A SIGN ON THE LEFT, DUMPLIN BAPTIST CHURCH AND ELDERS
 FB2625'GROCERY AND TEXACO SERVICE STATION IN THE SOUTHWEST ANGLE OF THE
 FB2625'CROSSROAD. TURN LEFT AND GO 2.45 MILES TO A WRECKING YARD AND
 FB2625'LONGS GROCERY ON THE RIGHT AND A SIDE ROAD ON THE LEFT, TURN LEFT AND
 FB2625'FOLLOW THE MAIN ROAD FOR 0.5 MILE TO A WHITE FRAME HOUSE ON THE
 FB2625'RIGHT AND A WIRE GATE, PASS THROUGH THE GATE AND GO WEST ACROSS
 FB2625'CULTIVATED FIELD FOR 0.3 MILE TO A CEMETERY AT THE HIGHEST PART OF
 FB2625'HILL AND THE STATION AS DESCRIBED.
 FB2625'
 FB2625'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CATE 1961, SET
 FB2625'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES. IT IS 66
 FB2625'FEET SOUTHWEST OF THE SOUTHEAST CEMETERY CORNER POST, 15 FEET
 FB2625'SOUTHEAST OF THE SOUTHWEST CEMETERY CORNER POST, 11 FEET SOUTH
 FB2625'OF THE SOUTHERN FENCE LINE OF THE CEMETERY, AND 3.2 FEET NORTHWEST OF
 FB2625'A WITNESS SIGN.
 FB2625'
 FB2625'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CATE NO 1 1961,
 FB2625'BRAZED TO A 2-INCH GALVANIZED IRON PIPE CEMENTED IN THE GROUND WHICH
 FB2625'PROJECTS 9 INCHES. IT IS 10 FEET WEST OF THE SOUTHWEST CEMETERY
 FB2625'CORNER POST AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FB2625'
 FB2625'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CATE NO 2 1961,
 FB2625'BRAZED TO A 1 1/2-INCH GALVANIZED IRON PIPE CEMENTED IN THE GROUND
 FB2625'WHICH PROJECTS 8 INCHES. IT IS 46 FEET WEST OF THE SOUTHEAST CEMETERY
 FB2625'CORNER POST, 30 FEET EAST OF THE SOUTHWEST CEMETERY CORNER
 FB2625'POST AND 6 INCHES SOUTH OF THE SOUTHERN FENCE LINE OF THE CEMETERY.
 FB2625'
 FB2625'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION. TRAVERSE
 FB2625'STATION HODGE WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION
 FB2625'THEREOF.
 FB2625'
 FB2625'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1155 ***********************************************************************
 GD1155  DESIGNATION -  CATES
 GD1155  PID         -  GD1155
 GD1155  STATE/COUNTY-  TN/LAKE
 GD1155  USGS QUAD   -  TIPTONVILLE (1981)
 GD1155
 GD1155                         *CURRENT SURVEY CONTROL
 GD1155  ___________________________________________________________________
 GD1155* NAD 83(1995)-  36 26 09.61516(N)    089 25 11.52404(W)     ADJUSTED  
 GD1155* NAVD 88     -        87.566  (meters)     287.29   (feet)  ADJUSTED  
 GD1155  ___________________________________________________________________
 GD1155  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GD1155  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1155  DYNAMIC HT  -          87.496 (meters)     287.06  (feet)  COMP
 GD1155  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 GD1155
 GD1155  HORZ ORDER  -  SECOND
 GD1155  VERT ORDER  -  FIRST     CLASS I
 GD1155
 GD1155.The horizontal coordinates were established by classical geodetic methods
 GD1155.and adjusted by the National Geodetic Survey in April 1999..
 GD1155
 GD1155.The orthometric height was determined by differential leveling
 GD1155.and adjusted by the National Geodetic Survey in June 1991..
 GD1155
 GD1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1155
 GD1155.The geoid height was determined by GEOID03.
 GD1155
 GD1155.The dynamic height is computed by dividing the NAVD 88
 GD1155.geopotential number by the normal gravity value computed on the
 GD1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1155.degrees latitude (g = 980.6199 gals.).
 GD1155
 GD1155.The modeled gravity was interpolated from observed gravity values.
 GD1155
 GD1155;                    North         East     Units Scale Factor Converg.
 GD1155;SPC TN       -   238,651.574   293,419.675   MT  1.00000349   -2 00 07.7
 GD1155;SPC TN       -   782,976.04    962,661.05   sFT  1.00000349   -2 00 07.7
 GD1155;SPC MO E     -    67,411.012   346,845.055   MT  1.00004885   +0 38 29.6
 GD1155;SPC KY1Z     - 1,017,866.399 1,170,955.360   MT  1.00021764   -2 15 11.4
 GD1155;SPC KY1Z     - 3,339,450.01  3,841,709.38   sFT  1.00021764   -2 15 11.4
 GD1155;SPC KY S     -   517,784.623   171,002.772   MT  1.00006726   -2 13 32.3
 GD1155;SPC KY S     - 1,698,765.05    561,031.59   sFT  1.00006726   -2 13 32.3
 GD1155;UTM  16      - 4,035,030.892   283,090.742   MT  1.00017972   -1 26 16.0
 GD1155
 GD1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1155!SPC TN       -   0.99999071  x   1.00000349  =   0.99999420
 GD1155!SPC MO E     -   0.99999071  x   1.00004885  =   1.00003956
 GD1155!SPC KY1Z     -   0.99999071  x   1.00021764  =   1.00020835
 GD1155!SPC KY S     -   0.99999071  x   1.00006726  =   1.00005797
 GD1155!UTM  16      -   0.99999071  x   1.00017972  =   1.00017043
 GD1155
 GD1155|---------------------------------------------------------------------|
 GD1155| PID    Reference Object                     Distance      Geod. Az  |
 GD1155|                                                           dddmmss.s |
 GD1155| GD1156 CATES RM 1                           20.030 METERS 16608     |
 GD1155| GD1669 TIPTONVILLE E MUNICIPAL TANK        APPROX. 7.7 KM 2135201.5 |
 GD1155| GD1671 TIPTONVILLE FED COMP WHSE S TK      APPROX. 7.6 KM 2144227.9 |
 GD1155| GD1670 TIPTONVILLE FED COMP WHSE N TK      APPROX. 7.4 KM 2152603.8 |
 GD1155| GD1158 CATES AZ MK                                        2183347.1 |
 GD1155| GD1673 TIPTONVILLE W MUNICIPAL TANK        APPROX. 8.6 KM 2224442.8 |
 GD1155| GD1157 CATES RM 2                           23.233 METERS 24651     |
 GD1155|---------------------------------------------------------------------|
 GD1155
 GD1155                          SUPERSEDED SURVEY CONTROL
 GD1155
 GD1155  NAD 83(1995)-  36 26 09.62043(N)    089 25 11.52280(W) AD(       ) 2
 GD1155  NAD 83(1995)-  36 26 09.62362(N)    089 25 11.52437(W) AD(       ) 2
 GD1155  NAD 83(1986)-  36 26 09.62692(N)    089 25 11.52358(W) AD(       ) 2
 GD1155  NAD 27      -  36 26 09.39570(N)    089 25 11.25860(W) AD(       ) 2
 GD1155  NGVD 29 (??/??/??)   87.496  (m)          287.06   (f) ADJUSTED    1 1
 GD1155
 GD1155.Superseded values are not recommended for survey control.
 GD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1155.See file dsdata.txt to determine how the superseded data were derived.
 GD1155
 GD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8309135031(NAD 83)
 GD1155_MARKER: DS = TRIANGULATION STATION DISK
 GD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1155_STAMPING: CATES 1959
 GD1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1155+STABILITY: SURFACE MOTION
 GD1155
 GD1155  HISTORY     - Date     Condition        Report By
 GD1155  HISTORY     - 1959     MONUMENTED       CGS
 GD1155  HISTORY     - 1967     GOOD             CGS
 GD1155  HISTORY     - 1974     GOOD             NGS
 GD1155  HISTORY     - 1974     GOOD             NGS
 GD1155
 GD1155                          STATION DESCRIPTION
 GD1155
 GD1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1155'THE STATION IS ABOUT 4 MILES NORTHEAST OF TIPTONVILLE, ON THE EAST
 GD1155'SIDE OF STATE HIGHWAY 78, AND IS ON THE PROPERTY OF MR. C.B. CATES.
 GD1155'IT IS 70 FEET SOUTHEAST OF HIGHWAY 78, 69 FEET NORTH OF THE NORTH
 GD1155'CORNER OF A HOUSE, 67 FEET NORTHEAST OF A POWER POLE, 56 FEET
 GD1155'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE AND 24 FEET SOUTH
 GD1155'OF THE SOUTH BANK OF A SMALL CREEK.  THE MONUMENT IS FLUSH AND THE
 GD1155'DISK IS STAMPED CATES 1959.
 GD1155'
 GD1155'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21, 22 AND
 GD1155'STATE HIGHWAY 78 IN TIPTONVILLE, GO NORTHERLY ON STATE HIGHWAY 78
 GD1155'FOR 4.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY
 GD1155'ON HIGHWAY 78 FOR 0.55 MILE TO THE STATION ON THE RIGHT, JUST
 GD1155'BEFORE CROSSING A SMALL BRIDGE.
 GD1155'
 GD1155'REFERENCE MARK 1 IS 72 FEET SOUTHWEST OF THE SOUTH BANK OF THE SMALL
 GD1155'CREEK, 39 FEET EAST OF THE NORTH CORNER OF THE HOUSE AND 36 FEET
 GD1155'NORTH OF THE EAST CORNER OF THE HOUSE.  THE MONUMENT IS FLUSH AND
 GD1155'THE DISK IS STAMPED CATES NO 1 1959.
 GD1155'
 GD1155'REFERENCE MARK 2 IS 58 FEET NORTHWEST OF THE NORTH CORNER OF THE
 GD1155'HOUSE, 49 FEET NORTH OF A 36 INCH POPLAR TREE, 33 FEET SOUTHEAST OF
 GD1155'THE CENTERLINE OF HIGHWAY 78 AND 18 FEET SOUTH OF A POWER POLE.
 GD1155'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CATES NO 2 1959.
 GD1155'
 GD1155'THE AZIMUTH MARK IS 151 FEET NORTHEAST OF THE CENTERLINE OF A
 GD1155'DRIVEWAY, 24 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 78, 2
 GD1155'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 GD1155'POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GD1155'STAMPED CATES 1959.
 GD1155'
 GD1155'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 GD1155
 GD1155                          STATION RECOVERY (1967)
 GD1155
 GD1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1155'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1155'CONDITION.  DUE TO CHANGES IN TERRAIN AT THE STATION SITE, THE
 GD1155'ORIGINAL STATION DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1155'
 GD1155'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1155'
 GD1155'THE STATION IS ON THE PROPERTY OF MR. C. B. CATES ABOUT 4 MILES
 GD1155'NORTHEAST OF TIPTONVILLE.
 GD1155'
 GD1155'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21, 22, AND
 GD1155'78 IN TIPTONVILLE, GO NORTHEASTERLY ON STATE HIGHWAY 78 FOR 4.25
 GD1155'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHERLY ON STATE
 GD1155'HIGHWAY 78 FOR 0.55 MILE TO A GROUP OF FARM BUILDINGS ON THE RIGHT
 GD1155'AND THE STATION IN THE YARD AS DESCRIBED.
 GD1155'
 GD1155'THE STATION IS 70 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GD1155'HIGHWAY 78, 69 FEET NORTH OF THE NORTH CORNER OF A FARM HOUSE, 67
 GD1155'FEET NORTHEAST OF A POWERLINE POLE, 56 FEET SOUTHEAST OF THE
 GD1155'SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER A DRAINAGE CANAL, AND
 GD1155'24 FEET SOUTH OF THE SOUTH EDGE OF THE CANAL.  IT IS A STANDARD
 GD1155'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GD1155'AND THE DISK IS STAMPED CATES 1959.
 GD1155'
 GD1155'REFERENCE MARK NO. 1 IS 72 FEET SOUTH OF THE SOUTH EDGE OF THE
 GD1155'DRAINAGE CANAL, 39 FEET EAST OF THE NORTH CORNER OF THE FRAME HOUSE,
 GD1155'36 FEET NORTH OF THE EAST CORNER OF THE FRAME HOUSE, AND 26 FEET
 GD1155'NE OF THE EDGE OF THE FARM HOUSE.  IT IS A STANDARD DISK SET IN
 GD1155'THE TOP OF A 12-INCH, SQUARE CONCRETE MONUMENT THAT IS ABOUT 2
 GD1155'INCHES BELOW THE SURFACE OF THE LAWN AND THE DISK IS STAMPED
 GD1155'CATES NO 1 1959.
 GD1155'
 GD1155'REFERENCE MARK NO. 2 IS 58 FEET NORTHWEST OF THE NORTH CORNER OF THE
 GD1155'FRAME HOUSE, 49 FEET NORTH OF A 40-INCH POPLAR TREE, 33 FEET
 GD1155'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 78, AND 18 FEET
 GD1155'SOUTH OF A POWERLINE POLE.  IT IS A STANDARD DISK SET IN THE TOP
 GD1155'OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE
 GD1155'SURFACE OF THE LAWN AND THE DISK IS STAMPED CATES NO 2
 GD1155'1959.
 GD1155'
 GD1155'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1155'REFERENCE MARK NO. 2 IS 92.28 FEET - 28.125 METERS.
 GD1155'
 GD1155'THE AZIMUTH MARK IS 151 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 GD1155'FARM DRIVE, 24 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GD1155'HIGHWAY 78 AND 1 FOOT NORTH OF A POWERLINE TRANSFORMER POLE WITH A
 GD1155'METAL WITNESS SIGN ATTACHED.  IT IS A STANDARD DISK SET IN THE TOP
 GD1155'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 GD1155'THE DISK IS STAMPED CATES 1959.
 GD1155
 GD1155                          STATION RECOVERY (1974)
 GD1155
 GD1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1155'THE STATION, R. M. 1, R. M. 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 GD1155'GOOD CONDITION AND LEVELED OVER DURING THE 1974 RELEVELING.
 GD1155'
 GD1155'TO REACH GO 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE
 GD1155'JUNCTION OF AN ASPHALT ROAD AT NEW MARKHAM.
 GD1155'
 GD1155'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 GD1155'CATES 1959.  IN THE NORTHWEST LAWN OF A HOUSE OWNED BY MR. C. B.
 GD1155'CATES, 79.5 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, 70 FEET
 GD1155'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET NORTHEAST OF
 GD1155'A POWER POLE, IN A CONCRETE POST.
 GD1155'
 GD1155'R. M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED CATES NO 1 1959.
 GD1155'69 FEET SOUTH OF THE STATION, IN A CONCRETE POST.
 GD1155'
 GD1155'R. M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED CATES NO 2 1959.
 GD1155'76.5 FEET WEST-SOUTHWEST OF THE STATION, IN A CONCRETE POST.
 GD1155'
 GD1155'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED CATES 1959.
 GD1155'0.55 MILES SOUTHWEST OF THE STATION, 24 FEET SOUTHEAST OF THE
 GD1155'CENTER LINE OF STATE HIGHWAY 78, 1.1 FEET NORTHWEST OF A POWER POLE
 GD1155'BEARING A WITNESS SIGN, IN A CONCRETE POST.
 GD1155'
 GD1155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 GD1155'SOUTHWEST OF NEW MARKHAM.
 GD1155
 GD1155                          STATION RECOVERY (1974)
 GD1155
 GD1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1155'1.75 MI SW FROM NEW MARKHAM.
 GD1155'ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1155'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, SET IN THE
 GD1155'NORTHWEST LAWN OF A FRAME HOUSE OWNED BY MR. C.B. CATES.  ALSO, 4.80
 GD1155'MILES NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 78 AND STATE
 GD1155'HIGHWAYS 21 AND 22 AT TIPTONVILLE, 79.5 FEET NORTH OF THE NORTH CORNER
 GD1155'OF THE MAIN PART OF HOUSE, 70 FEET SOUTHEAST OF THE CENTER LINE OF
 GD1155'STATE HIGHWAY 78, 67 FEET NORTHEAST OF A POWER POLE, 56 FEET SOUTHEAST
 GD1155'OF THE SOUTHEAST CORNER OF BRIDGE, 69 FEET NORTH OF CATES RM 1, 24
 GD1155'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST BANK OF A SMALL CREEK, 1.5 FEET
 GD1155'BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH
 GD1155'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1158 ***********************************************************************
 GD1158  DESIGNATION -  CATES AZ MK
 GD1158  PID         -  GD1158
 GD1158  STATE/COUNTY-  TN/LAKE
 GD1158  USGS QUAD   -  TIPTONVILLE (1981)
 GD1158
 GD1158                         *CURRENT SURVEY CONTROL
 GD1158  ___________________________________________________________________
 GD1158* NAD 83(1986)-  36 25 45.     (N)    089 25 33.     (W)     SCALED    
 GD1158* NAVD 88     -        87.358  (meters)     286.61   (feet)  ADJUSTED  
 GD1158  ___________________________________________________________________
 GD1158  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1158  DYNAMIC HT  -          87.288 (meters)     286.38  (feet)  COMP
 GD1158  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 GD1158
 GD1158  VERT ORDER  -  FIRST     CLASS I
 GD1158
 GD1158.The horizontal coordinates were scaled from a topographic map and have
 GD1158.an estimated accuracy of +/- 6 seconds.
 GD1158
 GD1158.The orthometric height was determined by differential leveling
 GD1158.and adjusted by the National Geodetic Survey in June 1991..
 GD1158
 GD1158.The geoid height was determined by GEOID03.
 GD1158
 GD1158.The dynamic height is computed by dividing the NAVD 88
 GD1158.geopotential number by the normal gravity value computed on the
 GD1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1158.degrees latitude (g = 980.6199 gals.).
 GD1158
 GD1158.The modeled gravity was interpolated from observed gravity values.
 GD1158
 GD1158;                    North         East    Units  Estimated Accuracy
 GD1158;SPC TN       -   237,910.      292,860.      MT  (+/- 180 meters Scaled)
 GD1158
 GD1158                          SUPERSEDED SURVEY CONTROL
 GD1158
 GD1158  NGVD 29 (??/??/??)   87.288  (m)          286.38   (f) ADJUSTED    1 1
 GD1158
 GD1158.Superseded values are not recommended for survey control.
 GD1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1158.See file dsdata.txt to determine how the superseded data were derived.
 GD1158
 GD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF825342(NAD 83)
 GD1158_MARKER: DZ = AZIMUTH MARK DISK
 GD1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1158_SP_SET: CONCRETE POST
 GD1158_STAMPING: CATES 1959
 GD1158_MARK LOGO: CGS   
 GD1158_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1158+STABILITY: SURFACE MOTION
 GD1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1158+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD1158
 GD1158  HISTORY     - Date     Condition        Report By
 GD1158  HISTORY     - 1959     MONUMENTED       CGS
 GD1158  HISTORY     - 1974     GOOD             NGS
 GD1158  HISTORY     - 19901005 GOOD             NGS
 GD1158  HISTORY     - 20020801 GOOD             USACE
 GD1158
 GD1158                          STATION DESCRIPTION
 GD1158
 GD1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1158'4.25 MI NE FROM TIPTONVILLE.
 GD1158'ABOUT 4.25 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS
 GD1158'INTERSECTION WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE.  ALSO 2.30
 GD1158'MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 78 AND A BLACKTOP
 GD1158'ROAD LEADING NORTHWEST TO NEW MARKHAM, 150 FEET NORTHEAST OF THE
 GD1158'CENTER LINE OF AN ABANDONED DRIVEWAY, 24 FEET SOUTHEAST OF THE CENTER
 GD1158'LINE OF STATE HIGHWAY 78, 1.1 FEET NORTHWEST OF A POWER POLE WITH
 GD1158'WITNESS SIGN AND 2 FEET BELOW LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 GD1158'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GD1158
 GD1158                          STATION RECOVERY (1990)
 GD1158
 GD1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1158'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHEAST OF TIPTONVILLE
 GD1158'AND ON THE EAST SIDE OF STATE HIGHWAY 78. OWNERSHIP-TENNESSEE
 GD1158'DEPARTMENT OF TRANSPORTATION, SUITE 300 JAMES K. POLK BLDG., 505
 GD1158'DEARERICK STREET, NASHVILLE TN 37219. TO REACH THE STATION FROM THE
 GD1158'JUNCTION OF STATE HIGHWAYS 21,78 AND COUNTY ROAD 22 IN EAST
 GD1158'TIPTONVILLE. GO NORTHEAST ON STATE HIGHWAY 78 FOR 3.08 KM (1.90 MI)
 GD1158'TO THE JUNCTION OF OF COUNTY ROAD 212 ON THE LEFT. CONTINUE NORTHEAST
 GD1158'ON STATE HIGHWAY 78 FOR 3.88 KM (2.40 MI) TO THE STATION ON THE
 GD1158'RIGHT. THE STATION IS LOCATED 46.0 M (150.9 FT) NORTHEAST FROM THE
 GD1158'CENTER OF A FIELD ENTRANCE ROAD, 7.4 M (24.3 FT) SOUTHEAST FROM THE
 GD1158'CENTERLINE OF STATE HIGHWAY 78 AND 0.3 M (1.0 FT) NORTH FROM A
 GD1158'UTILITY POLE WITH A WITNESS SIGN. THE STATION PROJECTS 2-CM ABOVE THE
 GD1158'GROUND. DESCRIBED BY E.J.HANSMANN.
 GD1158
 GD1158                          STATION RECOVERY (2002)
 GD1158
 GD1158'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1156 ***********************************************************************
 GD1156  DESIGNATION -  CATES RM 1
 GD1156  PID         -  GD1156
 GD1156  STATE/COUNTY-  TN/LAKE
 GD1156  USGS QUAD   -  TIPTONVILLE (1981)
 GD1156
 GD1156                         *CURRENT SURVEY CONTROL
 GD1156  ___________________________________________________________________
 GD1156* NAD 83(1986)-  36 26 09.     (N)    089 25 10.     (W)     SCALED    
 GD1156* NAVD 88     -        88.212  (meters)     289.41   (feet)  ADJUSTED  
 GD1156  ___________________________________________________________________
 GD1156  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1156  DYNAMIC HT  -          88.141 (meters)     289.18  (feet)  COMP
 GD1156  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 GD1156
 GD1156  VERT ORDER  -  FIRST     CLASS I
 GD1156
 GD1156.The horizontal coordinates were scaled from a topographic map and have
 GD1156.an estimated accuracy of +/- 6 seconds.
 GD1156
 GD1156.The orthometric height was determined by differential leveling
 GD1156.and adjusted by the National Geodetic Survey in June 1991..
 GD1156
 GD1156.The geoid height was determined by GEOID03.
 GD1156
 GD1156.The dynamic height is computed by dividing the NAVD 88
 GD1156.geopotential number by the normal gravity value computed on the
 GD1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1156.degrees latitude (g = 980.6199 gals.).
 GD1156
 GD1156.The modeled gravity was interpolated from observed gravity values.
 GD1156
 GD1156;                    North         East    Units  Estimated Accuracy
 GD1156;SPC TN       -   238,630.      293,460.      MT  (+/- 180 meters Scaled)
 GD1156
 GD1156                          SUPERSEDED SURVEY CONTROL
 GD1156
 GD1156  NGVD 29 (??/??/??)   88.142  (m)          289.18   (f) ADJUSTED    1 1
 GD1156
 GD1156.Superseded values are not recommended for survey control.
 GD1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1156.See file dsdata.txt to determine how the superseded data were derived.
 GD1156
 GD1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF831350(NAD 83)
 GD1156_MARKER: DR = REFERENCE MARK DISK
 GD1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1156_SP_SET: CONCRETE POST
 GD1156_STAMPING: CATES NO 1 1959
 GD1156_MARK LOGO: CGS   
 GD1156_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1156+STABILITY: SURFACE MOTION
 GD1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1156+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1990
 GD1156
 GD1156  HISTORY     - Date     Condition        Report By
 GD1156  HISTORY     - 1959     MONUMENTED       CGS
 GD1156  HISTORY     - 1974     GOOD             NGS
 GD1156  HISTORY     - 19901005 SEE DESCRIPTION  NGS
 GD1156
 GD1156                          STATION DESCRIPTION
 GD1156
 GD1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1156'1.75 MI SW FROM NEW MARKHAM.
 GD1156'ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1156'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, SET IN THE
 GD1156'NORTHWEST LAWN OF A FRAME HOUSE OWNED BY MR. C.B. CATES.  ALSO 4.80
 GD1156'MILES NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 78 AND STATE
 GD1156'HIGHWAYS 21 AND 22 AT TIPTONVILLE, 122 FEET SOUTHEAST OF THE CENTER
 GD1156'LINE OF STATE HIGHWAY 78, 96.9 FEET SOUTHEAST OF A POWER POLE, 72 FEET
 GD1156'SOUTHWEST OF THE SOUTH-SOUTHWEST BANK OF A SMALL CREEK, 40.4 FEET EAST
 GD1156'OF THE NORTH CORNER OF THE HOUSE, 36 FEET NORTH OF THE EAST CORNER OF
 GD1156'THE HOUSE, 69 FEET SOUTH OF CATES TRIANGULATION STATION, 1 FOOT BELOW
 GD1156'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GD1156'GROUND.
 GD1156
 GD1156                          STATION RECOVERY (1990)
 GD1156
 GD1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1156'THE AREA THIS STATION WAS IN IS NOW A CULIVATED FIELD AND AFTER A
 GD1156'THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1157 ***********************************************************************
 GD1157  DESIGNATION -  CATES RM 2
 GD1157  PID         -  GD1157
 GD1157  STATE/COUNTY-  TN/LAKE
 GD1157  USGS QUAD   -  TIPTONVILLE (1981)
 GD1157
 GD1157                         *CURRENT SURVEY CONTROL
 GD1157  ___________________________________________________________________
 GD1157* NAD 83(1986)-  36 26 10.     (N)    089 25 10.     (W)     SCALED    
 GD1157* NAVD 88     -        87.064  (meters)     285.64   (feet)  ADJUSTED  
 GD1157  ___________________________________________________________________
 GD1157  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1157  DYNAMIC HT  -          86.995 (meters)     285.42  (feet)  COMP
 GD1157  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 GD1157
 GD1157  VERT ORDER  -  FIRST     CLASS I
 GD1157
 GD1157.The horizontal coordinates were scaled from a topographic map and have
 GD1157.an estimated accuracy of +/- 6 seconds.
 GD1157
 GD1157.The orthometric height was determined by differential leveling
 GD1157.and adjusted by the National Geodetic Survey in June 1991..
 GD1157
 GD1157.The geoid height was determined by GEOID03.
 GD1157
 GD1157.The dynamic height is computed by dividing the NAVD 88
 GD1157.geopotential number by the normal gravity value computed on the
 GD1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1157.degrees latitude (g = 980.6199 gals.).
 GD1157
 GD1157.The modeled gravity was interpolated from observed gravity values.
 GD1157
 GD1157;                    North         East    Units  Estimated Accuracy
 GD1157;SPC TN       -   238,660.      293,460.      MT  (+/- 180 meters Scaled)
 GD1157
 GD1157                          SUPERSEDED SURVEY CONTROL
 GD1157
 GD1157  NGVD 29 (??/??/??)   86.995  (m)          285.42   (f) ADJUSTED    1 1
 GD1157
 GD1157.Superseded values are not recommended for survey control.
 GD1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1157.See file dsdata.txt to determine how the superseded data were derived.
 GD1157
 GD1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF831350(NAD 83)
 GD1157_MARKER: DR = REFERENCE MARK DISK
 GD1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1157_SP_SET: CONCRETE POST
 GD1157_STAMPING: CATES NO 2 1959
 GD1157_MARK LOGO: CGS   
 GD1157_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1157+STABILITY: SURFACE MOTION
 GD1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1157+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1990
 GD1157
 GD1157  HISTORY     - Date     Condition        Report By
 GD1157  HISTORY     - 1959     MONUMENTED       CGS
 GD1157  HISTORY     - 1974     GOOD             NGS
 GD1157  HISTORY     - 19901005 SEE DESCRIPTION  NGS
 GD1157
 GD1157                          STATION DESCRIPTION
 GD1157
 GD1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1157'1.75 MI SW FROM NEW MARKHAM.
 GD1157'ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1157'WITH A BLACKTOP ROAD LEADING NORTHWEST AT NEW MARKHAM, SET IN THE
 GD1157'NORTHWEST LAWN OF A FRAME HOUSE OWNED BY MR. C.B. CATES.  ALSO 4.80
 GD1157'MILES NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 78 AND STATE
 GD1157'HIGHWAYS 21 AND 22 AT TIPTONVILLE, 61.6 FEET NORTHWEST OF THE NORTH
 GD1157'CORNER OF THE HOUSE, 33 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 GD1157'HIGHWAY 78, 18.2 FEET SOUTH OF A POWER POLE, 92.6 FEET WEST OF CATES
 GD1157'RM 1, 76.5 FEET WEST-SOUTHWEST OF CATES, 2 FEET BELOW LEVEL OF THE
 GD1157'HIGHWAY AND IN THE TOP OF A CONCRETE POST 0.2 FOOT BELOW GROUND.
 GD1157
 GD1157                          STATION RECOVERY (1990)
 GD1157
 GD1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1157'THE AREA THIS STATION WAS IN IS NOW A CULIVATED FIELD AND AFTER A
 GD1157'THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1686 ***********************************************************************
 FC1686  DESIGNATION -  CAVE
 FC1686  PID         -  FC1686
 FC1686  STATE/COUNTY-  TN/ROANE
 FC1686  USGS QUAD   -  CAVE CREEK (1989)
 FC1686
 FC1686                         *CURRENT SURVEY CONTROL
 FC1686  ___________________________________________________________________
 FC1686* NAD 83(1995)-  35 50 18.20089(N)    084 22 45.42168(W)     ADJUSTED  
 FC1686* NAVD 88     -       379.1    (meters)    1244.     (feet)  VERTCON   
 FC1686  ___________________________________________________________________
 FC1686  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FC1686  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC1686
 FC1686  HORZ ORDER  -  SECOND
 FC1686
 FC1686.The horizontal coordinates were established by classical geodetic methods
 FC1686.and adjusted by the National Geodetic Survey in April 1999..
 FC1686
 FC1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1686
 FC1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1686
 FC1686.The geoid height was determined by GEOID03.
 FC1686
 FC1686;                    North         East     Units Scale Factor Converg.
 FC1686;SPC TN       -   168,196.750   746,413.070   MT  0.99994840   +0 56 55.8
 FC1686;SPC TN       -   551,825.50  2,448,856.88   sFT  0.99994840   +0 56 55.8
 FC1686;UTM  16      - 3,969,194.578   736,706.068   MT  1.00029047   +1 32 06.5
 FC1686
 FC1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1686!SPC TN       -   0.99994530  x   0.99994840  =   0.99989370
 FC1686!UTM  16      -   0.99994530  x   1.00029047  =   1.00023576
 FC1686
 FC1686|---------------------------------------------------------------------|
 FC1686| PID    Reference Object                     Distance      Geod. Az  |
 FC1686|                                                           dddmmss.s |
 FC1686| CZ4738 CAVE RM 4                            20.954 METERS 00644     |
 FC1686| CZ4735 CAVE RM 1                            36.515 METERS 04132     |
 FC1686| FC0140 CAVE AZ MK                                         0980742.7 |
 FC1686| CZ4737 CAVE RM 3                            28.239 METERS 24332     |
 FC1686| CZ4736 CAVE RM 2                            26.469 METERS 32620     |
 FC1686|---------------------------------------------------------------------|
 FC1686
 FC1686                          SUPERSEDED SURVEY CONTROL
 FC1686
 FC1686  NAD 83(1995)-  35 50 18.20821(N)    084 22 45.42154(W) AD(       ) 2
 FC1686  NAD 83(1986)-  35 50 18.21382(N)    084 22 45.41968(W) AD(       ) 2
 FC1686  NAD 27      -  35 50 17.94200(N)    084 22 45.68100(W) AD(       ) 2
 FC1686  NGVD 29 (07/19/86)  379.2    (m)         1244.     (f) VERT ANG       
 FC1686
 FC1686.Superseded values are not recommended for survey control.
 FC1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1686.See file dsdata.txt to determine how the superseded data were derived.
 FC1686
 FC1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3670669195(NAD 83)
 FC1686_MARKER: DS = TRIANGULATION STATION DISK
 FC1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1686
 FC1686  HISTORY     - Date     Condition        Report By
 FC1686  HISTORY     - 1934     MONUMENTED       CGS
 FC1686  HISTORY     - 1936     GOOD             CGS
 FC1686  HISTORY     - 1961     GOOD             CGS
 FC1686
 FC1686                          STATION DESCRIPTION
 FC1686
 FC1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1686'ABOUT 6 MILES NORTHWEST OF LENOIR CITY, ON PROPERTY OWNED BY FLOYD
 FC1686'HARVEY AND TENANTED BY ROBERT WHITE. TO REACH FROM JUNCTION OF
 FC1686'ROUTES 70 AND 95 AT EATONS CROSSROADS, FOLLOW ROUTE 70 WEST 5.25
 FC1686'MILES (OR 2.45 MILES PAST COUNTY-LINE MARKER) TO BOTTOM OF
 FC1686'GRADE, T-ROAD LEFT AND OLD FRAME HOUSE (HOME OF ROBERT WHITE) JUST
 FC1686'BEYOND POINT WHERE TRANSMISSION LINE CROSSES HIGHWAY. STATION IS 300
 FC1686'YARDS UP HILL TO EAST, IN GROUP OF FRUIT TREES ON CULTIVATED HILL AT
 FC1686'HEADS OF CAVE AND PAWPAW CREEKS, ABOUT 100 YARDS SOUTH OF U.S. ROUTE
 FC1686'70, 50 YARDS NORTH OF TRANSMISSION LINE, 23 FEET WEST OF 36-INCH
 FC1686'CHERRY TREE, AND 45.5 FEET WEST-SOUTHWEST OF 30-INCH TRIANGLE-BLAZED
 FC1686'CHERRY TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FC1686'DISKS IN CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 FC1686'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS 32
 FC1686'FEET SOUTH OF TELEPHONE LINE, 9 FEET NORTH OF CENTER OF DIM ROAD TO
 FC1686'STATION, ON DOWN SLOPE OF HILL, AND 119.8 FEET FROM STATION IN
 FC1686'N 41 DEG 33 MIN E. NO. 2 IS 70 FEET SOUTH OF TELEPHONE LINE, AT
 FC1686'NORTH EDGE OF CULTIVATED FIELD, AND 86.84 FEET FROM STATION IN
 FC1686'N 33 DEG 40 MIN W. AZIMUTH MARK IS 60 YARDS SOUTHWEST OF S.W.
 FC1686'WALLERS HOME, ON SOUTH SIDE OF U.S. ROUTE 70, IN EDGE OF CULTIVATED
 FC1686'FIELD, ABOUT 6 FEET HIGHER THAN ROAD, AND ABOUT 0.7 MILE FROM
 FC1686'STATION. AZIMUTH FROM STATION TO
 FC1686'WHITE SCHOOL, SPIRE, DISTANT 1-1/2 MILES, N 16 DEG 26 MIN W.
 FC1686
 FC1686                          STATION RECOVERY (1936)
 FC1686
 FC1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WMG)
 FC1686'ABOUT 4.0 MILES NW ALONG STATE HIGHWAY 95 FROM THE SOUTHERN RAILWAY
 FC1686'STATION AT LENOIR CITY, LOUDON COUNTY, THENCE ABOUT 4.4 MILES W
 FC1686'ALONG U.S. HIGHWAY 70, ABOUT 1.3 MILES W OF THE ROANE-LOUDON COUNTY
 FC1686'LINE, ABOUT 0.7 MILE W OF THE CARDWELL CHAPEL METHODIST CHURCH,
 FC1686'ABOUT 1.1 MILES E OF THE CROSSING OF A POWER-TRANSMISSION LINE, ABOUT
 FC1686'150 YARDS SE OF A SINCLAIR SERVICE STATION, ABOUT 70 YARDS N
 FC1686'OF A GREEN BUNGALOW AT THE TOP OF A HILL, ABOUT 45 YARDS NW OF THE
 FC1686'PAVEMENT OPPOSITE THE CENTER OF THE S.W. WALTER WHITE BUNGALOW, IN
 FC1686'LINE WITH THE END OF A FENCE, NEAR THE EDGE OF A BANK, ABOUT 9 YARDS
 FC1686'S OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE
 FC1686'ROADWAY. A BRONZE AZIMUTH DISK, STAMPED CAVE AZI. 1934 AND SET
 FC1686'IN THE TOP OF A CONCRETE POST, (348.819 METERS OR 1144.417 FEET.)
 FC1686
 FC1686                          STATION RECOVERY (1961)
 FC1686
 FC1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1686'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 FC1686'GOOD CONDITION. REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FC1686'WERE SEARCHED FOR BUT WERE NOT FOUND AND WERE PRESUMED DESTROYED BY A
 FC1686'BULLDOZER. THIS PARTY ESTABLISHED REFERENCE MARK NO. 3 AND
 FC1686'REFERENCE MARK NO. 4. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1686'
 FC1686'THE STATION IS LOCATED ON THE PROPERTY OF MR. GEORGE HUNTER, ABOUT 8
 FC1686'MILES EAST OF KINGSTON AND 5 MILES WEST OF EATON CROSSROAD.
 FC1686'
 FC1686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC1686'HIGHWAY 95 AT EATON CROSSROAD WHICH IS WEST OF KNOXVILLE ABOUT
 FC1686'24 MILES, GO WESTERLY ON U.S. HIGHWAY 70 FOR 4.15 MILES TO MR. R.J.
 FC1686'MALONES MAIL BOX AND RESIDENCE ON THE RIGHT, JUST PAST A PURE
 FC1686'SERVICE STATION AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FC1686'CONTINUE WESTERLY ON U.S.  HIGHWAY 70 FOR 0.85 MILE TO A CURVE TO
 FC1686'THE RIGHT AND A DRIVEWAY STRAIGHT AHEAD, THIS IS JUST PAST A SHELL
 FC1686'SERVICE STATION, FOLLOW THE DRIVEWAY 0.1 MILE UP THE HILL TO
 FC1686'MR. GEORGE HUNTERS RESIDENCE AND THE STATION.
 FC1686'
 FC1686'THE STATION MARK IS A STANDARD DISK, STAMPED CAVE 1934, SET IN A
 FC1686'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES. IT IS 43.2 FEET NORTH OF
 FC1686'THE SOUTHWEST CORNER OF MR. GEORGE HUNTERS RESIDENCE, 18.9 FEET
 FC1686'SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE AND 9 FEET EAST OF A
 FC1686'12-INCH WALNUT TREE.
 FC1686'
 FC1686'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED CAVE NO 3 1934, SET
 FC1686'IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH. IT IS 111.5 FEET
 FC1686'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 100 FEET NORTH OF THE
 FC1686'NORTH LEG OF A STEEL POWER LINE TOWER, 96.2 FEET WEST OF THE
 FC1686'SOUTHWEST CORNER OF THE HOUSE AND 12 FEET WEST OF THE CENTER OF THE
 FC1686'DRIVEWAY.
 FC1686'
 FC1686'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED CAVE NO 4 1934, SET
 FC1686'IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH. IT IS 74.1 FEET
 FC1686'NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE, 62 FEET NORTH OF THE
 FC1686'NORTHWEST CORNER OF THE HOUSE, 23.5 FEET NORTHWEST OF THE NORTHWEST
 FC1686'CORNER OF GARAGE DRIVEWAY WALL AND 3 FEET SOUTHWEST OF A 20-INCH
 FC1686'WALNUT TREE.
 FC1686'
 FC1686'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED CAVE AZI 1934,
 FC1686'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 129 FEET SOUTH OF
 FC1686'THE SOUTHEAST CORNER OF MR. R.J. MALONES RESIDENCE, 29 FEET SOUTH OF
 FC1686'THE CENTER OF U.S. HIGHWAY 70, 27 FEET NORTH OF A POWER LINE POLE
 FC1686'AND 3.6 FEET EAST OF A FENCE CORNER POST. THE AZIMUTH MARK
 FC1686'IS ALSO A BENCH MARK.
 FC1686'
 FC1686'HEIGHT OF LIGHT ABOVE STATION MARK 5.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0140 ***********************************************************************
 FC0140  DESIGNATION -  CAVE AZ MK
 FC0140  PID         -  FC0140
 FC0140  STATE/COUNTY-  TN/ROANE
 FC0140  USGS QUAD   -  LENOIR CITY (1986)
 FC0140
 FC0140                         *CURRENT SURVEY CONTROL
 FC0140  ___________________________________________________________________
 FC0140* NAD 83(1986)-  35 50 12.     (N)    084 21 55.     (W)     SCALED    
 FC0140* NAVD 88     -       348.710  (meters)    1144.06   (feet)  ADJUSTED  
 FC0140  ___________________________________________________________________
 FC0140  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FC0140  DYNAMIC HT  -         348.376 (meters)    1142.96  (feet)  COMP
 FC0140  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 FC0140
 FC0140  VERT ORDER  -  SECOND    CLASS 0
 FC0140
 FC0140.The horizontal coordinates were scaled from a topographic map and have
 FC0140.an estimated accuracy of +/- 6 seconds.
 FC0140
 FC0140.The orthometric height was determined by differential leveling
 FC0140.and adjusted by the National Geodetic Survey in June 1991..
 FC0140
 FC0140.The geoid height was determined by GEOID03.
 FC0140
 FC0140.The dynamic height is computed by dividing the NAVD 88
 FC0140.geopotential number by the normal gravity value computed on the
 FC0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0140.degrees latitude (g = 980.6199 gals.).
 FC0140
 FC0140.The modeled gravity was interpolated from observed gravity values.
 FC0140
 FC0140;                    North         East    Units  Estimated Accuracy
 FC0140;SPC TN       -   168,030.      747,680.      MT  (+/- 180 meters Scaled)
 FC0140
 FC0140                          SUPERSEDED SURVEY CONTROL
 FC0140
 FC0140  NGVD 29 (??/??/92)  348.819  (m)         1144.42   (f) ADJ UNCH    2 0
 FC0140
 FC0140.Superseded values are not recommended for survey control.
 FC0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0140.See file dsdata.txt to determine how the superseded data were derived.
 FC0140
 FC0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE379690(NAD 83)
 FC0140_MARKER: DZ = AZIMUTH MARK DISK
 FC0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0140_STAMPING: CAVE AZI 1934
 FC0140_MARK LOGO: CGS   
 FC0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0140+STABILITY: SURFACE MOTION
 FC0140
 FC0140  HISTORY     - Date     Condition        Report By
 FC0140  HISTORY     - 1934     MONUMENTED       CGS
 FC0140  HISTORY     - 1936     GOOD             TVA
 FC0140
 FC0140                          STATION DESCRIPTION
 FC0140
 FC0140'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0140'4 MI NW FROM LENOIR CITY.
 FC0140'IN ROANE COUNTY, 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 95
 FC0140'FROM THE SOUTHERN RAILWAY STATION AT LENOIR CITY, LOUDON COUNTY,
 FC0140'4.4 MILES WEST ALONG U.S. HIGHWAY 70, 1.3 MILES WEST OF THE
 FC0140'ROANE-LOUDON COUNTY LINE, 0.7 MILE WEST OF THE CARDWELL CHAPEL
 FC0140'METHODIST CHURCH, 1.1 MILES EAST OF THE CROSSING OF A
 FC0140'POWER-TRANSMISSION LINE, 150 YARDS SOUTHEAST OF A SINCLAIR
 FC0140'SERVICE STATION, 70 YARDS NORTH OF A GREEN BUNGALOW AT THE
 FC0140'TOP OF A HILL, 45 YARDS NORTHWEST OF THE PAVEMENT OPPOSITE THE
 FC0140'CENTER OF A WHITE BUNGALOW, IN LINE WITH THE END OF A FENCE,
 FC0140'NEAR THE EDGE OF A BANK, 9 YARDS SOUTH OF THE CENTERLINE OF THE
 FC0140'HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE ROADWAY.  A STANDARD
 FC0140'AZIMUTH-MARK DISK, STAMPED CAVE AZI. 1934 AND SET IN THE TOP
 FC0140'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2822 ***********************************************************************
 FE2822  DESIGNATION -  CCC
 FE2822  PID         -  FE2822
 FE2822  STATE/COUNTY-  TN/SHELBY
 FE2822  USGS QUAD   -  GERMANTOWN (1997)
 FE2822
 FE2822                         *CURRENT SURVEY CONTROL
 FE2822  ___________________________________________________________________
 FE2822* NAD 83(1986)-  35 01 14.     (N)    089 47 46.     (W)     SCALED    
 FE2822* NAVD 88     -        97.564  (meters)     320.09   (feet)  ADJUSTED  
 FE2822  ___________________________________________________________________
 FE2822  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE2822  DYNAMIC HT  -          97.473 (meters)     319.79  (feet)  COMP
 FE2822  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 FE2822
 FE2822  VERT ORDER  -  FIRST     CLASS II
 FE2822
 FE2822.The horizontal coordinates were scaled from a topographic map and have
 FE2822.an estimated accuracy of +/- 6 seconds.
 FE2822
 FE2822.The orthometric height was determined by differential leveling
 FE2822.and adjusted by the National Geodetic Survey in August 1995..
 FE2822
 FE2822.The geoid height was determined by GEOID03.
 FE2822
 FE2822.The dynamic height is computed by dividing the NAVD 88
 FE2822.geopotential number by the normal gravity value computed on the
 FE2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2822.degrees latitude (g = 980.6199 gals.).
 FE2822
 FE2822.The modeled gravity was interpolated from observed gravity values.
 FE2822
 FE2822;                    North         East    Units  Estimated Accuracy
 FE2822;SPC TN       -    82,970.      253,620.      MT  (+/- 180 meters Scaled)
 FE2822
 FE2822                          SUPERSEDED SURVEY CONTROL
 FE2822
 FE2822.No superseded survey control is available for this station.
 FE2822
 FE2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD448788(NAD 83)
 FE2822_MARKER: P = PIPE CAP
 FE2822_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2822_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2822_STAMPING: CCC
 FE2822_MARK LOGO: NONE  
 FE2822_PROJECTION: FLUSH
 FE2822_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2822+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2822_ROD/PIPE-DEPTH: 1.0  meters
 FE2822
 FE2822  HISTORY     - Date     Condition        Report By
 FE2822  HISTORY     - 1992     MONUMENTED       MLGW
 FE2822  HISTORY     - 19920114 GOOD             NGS
 FE2822  HISTORY     - 19951012 GOOD             TN1620
 FE2822  HISTORY     - 20021009 POOR             USACE
 FE2822
 FE2822                          STATION DESCRIPTION
 FE2822
 FE2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2822'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2822'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2822'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 11.8 KM (7.35 MI)
 FE2822'WESTERLY ALONG COUNTY ROAD 175, A WELDED POINT ON A PIPE CAP ATTACHED
 FE2822'TO A 2-INCH GALVANIZED STEEL PIPE ENCASED IN A 7-INCH PVC PIPE FILLED
 FE2822'WITH CONCRETE, 29.7 M (97.4 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 FE2822'11.4 M (37.4 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF HACKS CROSS
 FE2822'ROAD, 2.4 M (7.9 FT) WEST OF A 24-INCH SWEET GUM TREE, AND 2.2 M
 FE2822'(7.2 FT) NORTH OF A UTILITY POLE WITH UTILITY JUNCTION BOX NUMBER F
 FE2822'4061 HC ATTACHED.
 FE2822
 FE2822                          STATION RECOVERY (1995)
 FE2822
 FE2822'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2822'RECOVERED IN GOOD CONDITION.
 FE2822
 FE2822                          STATION RECOVERY (2002)
 FE2822
 FE2822'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2822'MARK DESTROYED. HWY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0055 ***********************************************************************
 FC0055  DESIGNATION -  CD 23
 FC0055  PID         -  FC0055
 FC0055  STATE/COUNTY-  TN/LOUDON
 FC0055  USGS QUAD   -  LENOIR CITY (1986)
 FC0055
 FC0055                         *CURRENT SURVEY CONTROL
 FC0055  ___________________________________________________________________
 FC0055* NAD 83(1986)-  35 45 34.     (N)    084 18 59.     (W)     SCALED    
 FC0055* NAVD 88     -       256.376  (meters)     841.13   (feet)  ADJUSTED  
 FC0055  ___________________________________________________________________
 FC0055  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0055  DYNAMIC HT  -         256.131 (meters)     840.32  (feet)  COMP
 FC0055  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FC0055
 FC0055  VERT ORDER  -  FIRST     CLASS I
 FC0055
 FC0055.The horizontal coordinates were scaled from a topographic map and have
 FC0055.an estimated accuracy of +/- 6 seconds.
 FC0055
 FC0055.The orthometric height was determined by differential leveling
 FC0055.and adjusted by the National Geodetic Survey in June 1991..
 FC0055
 FC0055.The geoid height was determined by GEOID03.
 FC0055
 FC0055.The dynamic height is computed by dividing the NAVD 88
 FC0055.geopotential number by the normal gravity value computed on the
 FC0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0055.degrees latitude (g = 980.6199 gals.).
 FC0055
 FC0055.The modeled gravity was interpolated from observed gravity values.
 FC0055
 FC0055;                    North         East    Units  Estimated Accuracy
 FC0055;SPC TN       -   159,540.      752,250.      MT  (+/- 180 meters Scaled)
 FC0055
 FC0055                          SUPERSEDED SURVEY CONTROL
 FC0055
 FC0055  NGVD 29 (??/??/92)  256.480  (m)          841.47   (f) ADJ UNCH    1 1
 FC0055
 FC0055.Superseded values are not recommended for survey control.
 FC0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0055.See file dsdata.txt to determine how the superseded data were derived.
 FC0055
 FC0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE426605(NAD 83)
 FC0055_MARKER: DD = SURVEY DISK
 FC0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0055_STAMPING: CD 23 1935
 FC0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0055+STABILITY: SURFACE MOTION
 FC0055
 FC0055  HISTORY     - Date     Condition        Report By
 FC0055  HISTORY     - 1935     MONUMENTED       TVA
 FC0055  HISTORY     - 1968     GOOD             NGS
 FC0055
 FC0055                          STATION DESCRIPTION
 FC0055
 FC0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0055'1.6 MI NE FROM LOUDON.
 FC0055'ABOUT 1.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0055'STATION AT LOUDON, ABOUT 0.2 MILE (36 RAILS) NORTHEAST OF U.S.
 FC0055'HIGHWAY 11 OVERPASS OVER THE TRACK, ABOUT 0.1 MILE NORTHEAST OF
 FC0055'MILEPOST 158, AT AN ABANDONED FARM ROAD CROSSING, 68 1/2 FEET
 FC0055'NORTH OF THE NORTHEAST POST FOR A METAL GATE IN THE FENCE LINE
 FC0055'SOUTHEAST OF THE TRACK, 12.4 FEET SOUTHEAST OF THE SOUTHEAST
 FC0055'RAIL, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 FC0055'TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0599 ***********************************************************************
 GC0599  DESIGNATION -  CECILIA
 GC0599  PID         -  GC0599
 GC0599  STATE/COUNTY-  TN/DAVIDSON
 GC0599  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0599
 GC0599                         *CURRENT SURVEY CONTROL
 GC0599  ___________________________________________________________________
 GC0599* NAD 83(1995)-  36 11 08.32688(N)    086 48 02.92094(W)     ADJUSTED  
 GC0599* NAVD 88     -       159.591  (meters)     523.59   (feet)  ADJUSTED  
 GC0599  ___________________________________________________________________
 GC0599  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 GC0599  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0599  DYNAMIC HT  -         159.455 (meters)     523.15  (feet)  COMP
 GC0599  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GC0599
 GC0599  HORZ ORDER  -  SECOND
 GC0599  VERT ORDER  -  SECOND    CLASS 0
 GC0599
 GC0599.The horizontal coordinates were established by classical geodetic methods
 GC0599.and adjusted by the National Geodetic Survey in April 1999..
 GC0599
 GC0599.The orthometric height was determined by differential leveling
 GC0599.and adjusted by the National Geodetic Survey in June 1991..
 GC0599
 GC0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0599
 GC0599.The geoid height was determined by GEOID03.
 GC0599
 GC0599.The dynamic height is computed by dividing the NAVD 88
 GC0599.geopotential number by the normal gravity value computed on the
 GC0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0599.degrees latitude (g = 980.6199 gals.).
 GC0599
 GC0599.The modeled gravity was interpolated from observed gravity values.
 GC0599
 GC0599;                    North         East     Units Scale Factor Converg.
 GC0599;SPC TN       -   205,808.755   527,968.671   MT  0.99996717   -0 28 07.8
 GC0599;SPC TN       -   675,224.22  1,732,177.21   sFT  0.99996717   -0 28 07.8
 GC0599;UTM  16      - 4,004,558.048   517,910.238   MT  0.99960395   +0 07 03.4
 GC0599
 GC0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0599!SPC TN       -   0.99997956  x   0.99996717  =   0.99994673
 GC0599!UTM  16      -   0.99997956  x   0.99960395  =   0.99958352
 GC0599
 GC0599:                Primary Azimuth Mark                     Grid Az
 GC0599:SPC TN       -  NASHVILLE TV STATION WLAC MAST           007 48 27.0
 GC0599:UTM  16      -  NASHVILLE TV STATION WLAC MAST           007 13 15.8
 GC0599
 GC0599|---------------------------------------------------------------------|
 GC0599| PID    Reference Object                     Distance      Geod. Az  |
 GC0599|                                                           dddmmss.s |
 GC0599| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 9.2 KM 0072019.2 |
 GC0599| GC2273 NASHVILLE RADIO STA WNAH MAST       APPROX. 2.5 KM 0725922.7 |
 GC0599| GC0598 CECILIA RM 1                         29.176 METERS 07927     |
 GC0599| CG5057 CECILIA AZ MK                                      1342501.4 |
 GC0599| GC2268 NASHVILLE NHA CHEATAM PL STK        APPROX. 1.0 KM 1485452.2 |
 GC0599| GC2265 NASHVILLE FISK UNIV CUPOLA          APPROX. 1.9 KM 1910337.3 |
 GC0599| GC0600 CECILIA RM 2                         26.048 METERS 26856     |
 GC0599| GC2253 CLIFF                               APPROX. 3.0 KM 2972843.1 |
 GC0599|---------------------------------------------------------------------|
 GC0599
 GC0599                          SUPERSEDED SURVEY CONTROL
 GC0599
 GC0599  NAD 83(1995)-  36 11 08.32885(N)    086 48 02.92283(W) AD(       ) 2
 GC0599  NAD 83(1995)-  36 11 08.33102(N)    086 48 02.92323(W) AD(       ) 2
 GC0599  NAD 83(1986)-  36 11 08.33705(N)    086 48 02.92406(W) AD(       ) 2
 GC0599  NAD 27      -  36 11 08.13400(N)    086 48 02.92750(W) AD(       ) 2
 GC0599  NGVD 29 (??/??/92)  159.619  (m)          523.68   (f) ADJ UNCH    2 0
 GC0599
 GC0599.Superseded values are not recommended for survey control.
 GC0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0599.See file dsdata.txt to determine how the superseded data were derived.
 GC0599
 GC0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1791004558(NAD 83)
 GC0599_MARKER: DS = TRIANGULATION STATION DISK
 GC0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0599_STAMPING: CECILIA 1959
 GC0599_MARK LOGO: CGS   
 GC0599_PROJECTION: FLUSH
 GC0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0599+STABILITY: SURFACE MOTION
 GC0599
 GC0599  HISTORY     - Date     Condition        Report By
 GC0599  HISTORY     - 1959     MONUMENTED       CGS
 GC0599  HISTORY     - 1960     GOOD             NGS
 GC0599  HISTORY     - 19840425 GOOD             NGS
 GC0599  HISTORY     - 19870808 GOOD             LOCSUR
 GC0599
 GC0599                          STATION DESCRIPTION
 GC0599
 GC0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0599'THE STATION IS LOCATED ON THE ST. CECILIA CONVENT PROPERTY, ABOUT 1.5
 GC0599'MILES NORTH-NORTHWEST OF THE STATE CAPITOL BUILDING AND IN
 GC0599'THE NORTH SECTION OF NASHVILLE.
 GC0599'
 GC0599'TO REACH THE STATION FROM THE INTERSECTION OF 8TH AVENUE N AND
 GC0599'JEFFERSON STREET, GO NORTH ON 8TH AVENUE N FOR 0.85 MILE TO THE
 GC0599'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON 8TH AVENUE N
 GC0599'FOR 0.15 MILE TO CLAY STREET, TURN LEFT ON CLAY STREET AND GO WEST
 GC0599'FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT AND THE STATION AS
 GC0599'DESCRIBED.
 GC0599'
 GC0599'STATION MARK IS 130 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE RED
 GC0599'BUILDING, 38 FEET NORTH OF A STONE FENCE AND 26 FEET SOUTHWEST OF
 GC0599'THE SOUTHWEST EDGE OF A CIRCULAR DRIVE.  THE MARK IS SET FLUSH WITH
 GC0599'THE SURFACE OF THE GROUND AND IS STAMPED CECILIA 1959.
 GC0599'
 GC0599'REFERENCE MARK NO. 1 IS 7 FEET NORTH OF STEPS IN THE SIDE WALK AND 1
 GC0599'FOOT EAST OF THE WEST EDGE OF THE SIDEWALK.  THE MARK IS A
 GC0599'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WEST SIDEWALK LEADING
 GC0599'TO THE CONVENT, SET FLUSH WITH THE SIDEWALK AND IS STAMPED
 GC0599'CECILIA NO 1 1959.
 GC0599'
 GC0599'REFERENCE MARK NO. 2 IS 44 FEET EAST OF THE SIDEWALK INTERSECTION.
 GC0599'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN ABOUT THE
 GC0599'CENTER OF THE SIDEWALK, SET FLUSH WITH THE SIDEWALK AND IS STAMPED
 GC0599'CECILIA NO 2 1959.
 GC0599'
 GC0599'AZIMUTH MARK IS 9 FEET NORTHWEST OF A POWERLINE POLE, 5 FEET
 GC0599'NORTHEAST OF A STEEL FENCE CORNER POST AND 4 FEET SOUTH OF THE SOUTH
 GC0599'CURB OF COFFEE STREET.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GC0599'DRILL HOLE IN THE SIDEWALK IN THE SOUTHWEST ANGLE OF THE
 GC0599'INTERSECTION OF 8TH AVENUE N AND COFFEE STREET, SET FLUSH WITH THE
 GC0599'SIDEWALK AND IS STAMPED CECILIA 1959.
 GC0599'
 GC0599'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 GC0599
 GC0599                          STATION RECOVERY (1960)
 GC0599
 GC0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0599'AT NASHVILLE.
 GC0599'THE STATION IS LOCATED ON THE ST. CECILIA CONVENT PROPERTY.
 GC0599'TO REACH THE STATION FROM THE INTERSECTION OF 8TH AVENUE N AND
 GC0599'JEFFERSON ST., GO NORTH ON 8TH AVENUE N FOR 1.05 MILE, THEN 0.05
 GC0599'MILE WEST ON CLAY STREET TO A DRIVEWAY ON THE RIGHT.  THE STATION
 GC0599'IS 130 FT. SOUTH OF THE SOUTHWEST CORNER OF A LARGE RED BUILDING,
 GC0599'38 FT. NORTH OF A STONE FENCE AND 26 FT. SOUTHWEST OF THE
 GC0599'SOUTHWEST EDGE OF A CIRCULAR DRIVE, SET IN THE TOP OF A CONCRETE
 GC0599'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC0599
 GC0599                          STATION RECOVERY (1984)
 GC0599
 GC0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GC0599'THE STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 WAS
 GC0599'RECENTLY DESTROYED WHEN THE SIDEWALK WAS REMOVED.  THE AZIMUTH MARK
 GC0599'WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED BY HIGHWAY
 GC0599'CONSTRUCTION.  THE DIRECTION TO RM 2 CHECKED.  THE DISTANCE TO RM 2
 GC0599'DID NOT CHECK AND WAS 0.017 METERS (0.056 FT) LONGER.  AZIMUTH MARK 2
 GC0599'AND RM 3 WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 GC0599' 
 GC0599'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF THE CENTER OF
 GC0599'NASHVILLE AND ON THE PROPERTY OF THE SAINT CECILIA CONVENT.  TO REACH
 GC0599'THE STATION FROM THE JUNCTION OF INTERSTATE 265 AND 8TH AVENUE GO
 GC0599'NORTH ON 8TH AVENUE 0.3 KM (0.20 MI) TO DOMINICAN AVENUE, TURN LEFT
 GC0599'AND GO WEST 0.2 KM (0.10 MI) TO A DRIVEWAY ON THE LEFT, TURN LEFT AND
 GC0599'GO SOUTH AND WEST ON THE DRIVEWAY FOR 0.2 KM (0.10 MI) TO THE STATION.
 GC0599'THE STATION IS A STANDARD CGS DISK STAMPED---CECILIA 1959---, SET INTO
 GC0599'THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 GC0599'FLUSH WITH GROUND.  THE STATION IS LOCATED 42.7 METERS (140.1 FT)
 GC0599'SOUTH SOUTHEAST FROM THE SOUTHWEST CORNER OF A LARGE BRICK BUILDING,
 GC0599'36.0 METERS (118.1 FT) SOUTHWEST FROM A STONE STATUE OF CHRIST, 28.3
 GC0599'METERS (92.8 FT) SOUTHEAST FROM A CAST IRON WATER PUMP WITH A CONCRETE
 GC0599'BASE, 5.2 METERS (17.1 FT) EAST FROM A 0.40 METER (1.31 FT) DIAMETER
 GC0599'LINDEN TREE.
 GC0599' 
 GC0599'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CECILIA NO 2
 GC0599'1959--, SET FLUSH IN A DRILL HOLE IN A CONCRETE SIDEWALK. THE STATION
 GC0599'IS LOCATED 20.4 METERS (66.9 FT) EAST FROM A STATUE OF THE VIRGIN MARY
 GC0599'19.2 METERS (63.0 FT) SOUTH FROM A CAST IRON WATER PUMP WITH A
 GC0599'CONCRETE BASE 17.1 METERS (56.1 FT) EAST NORTHEAST FROM A LOW CONCRETE
 GC0599'WALL AT THE EAST EDGE OF A CEMETARY AND 1.4 METERS (4.6 FT) LOWER THAN
 GC0599'THE STATION.
 GC0599' 
 GC0599'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CECILIA 1959 NO 3
 GC0599'1984--, SET FLUSH IN A DRILL HOLE IN A CONCRETE SIDEWALK. THE STATION
 GC0599'IS LOCATED 40.8 METERS (133.9 FT) WEST FROM A STATUE OF CHRIST 29.0
 GC0599'METERS (95.1 FT) SOUTH SOUTHWEST FROM THE SOUTHWEST CORNER OF A LARGE
 GC0599'BRICK BUILDING 9.8 METERS (32.2 FT) SOUTHEAST FROM A CAST IRON WATER
 GC0599'PUMP WITH A CONCRETE BASE.
 GC0599' 
 GC0599'AZIMUTH NO 2 IS A STANDARD NGS DISK STAMPED---CECILIA 1959 NO 2
 GC0599'1984---, SET FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE CURB.  THE
 GC0599'STATION IS LOCATED 26.5 METERS (86.9 FT) SOUTH FROM THE CENTERLINE OF
 GC0599'BUCHANAN STREET, 8.8 METERS (28.9 FT) EAST FROM THE CENTERLINE OF THE
 GC0599'NORTH BOUND LANES OF 8TH AVENUE, 5.8 METERS (19.0 FT) SOUTH FROM THE
 GC0599'CENTERLINE OF A DRIVEWAY, 3.20 METERS (10.50 FT) EAST FROM A POWER
 GC0599'POLE NUMBER 8536-59, 0.55 METERS (1.80 FT) SOUTH FROM THE NORTH END OF
 GC0599'THE CURB.  THE STATION WAS POSITIONED BY TRAVERSE FROM CECILIA 1959.
 GC0599'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTH OF THE CENTER OF
 GC0599'NASHVILLE AND ALONG THE EAST SIDE OF 8TH AVENUE.  TO REACH THE STATION
 GC0599'FROM THE JUNCTION OF INTERSTATE 265 AND 8TH AVENUE GO SOUTH ON 8TH
 GC0599'AVENUE 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT BETWEEN GARFIELD
 GC0599'AND BUCHANAN STREETS.
 GC0599' 
 GC0599'
 GC0599
 GC0599                          STATION RECOVERY (1987)
 GC0599
 GC0599'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0598 ***********************************************************************
 GC0598  DESIGNATION -  CECILIA RM 1
 GC0598  PID         -  GC0598
 GC0598  STATE/COUNTY-  TN/DAVIDSON
 GC0598  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0598
 GC0598                         *CURRENT SURVEY CONTROL
 GC0598  ___________________________________________________________________
 GC0598* NAD 83(1986)-  36 11 08.     (N)    086 48 02.     (W)     SCALED    
 GC0598* NAVD 88     -       159.452  (meters)     523.14   (feet)  ADJUSTED  
 GC0598  ___________________________________________________________________
 GC0598  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0598  DYNAMIC HT  -         159.316 (meters)     522.69  (feet)  COMP
 GC0598  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GC0598
 GC0598  VERT ORDER  -  SECOND    CLASS 0
 GC0598
 GC0598.The horizontal coordinates were scaled from a topographic map and have
 GC0598.an estimated accuracy of +/- 6 seconds.
 GC0598
 GC0598.The orthometric height was determined by differential leveling
 GC0598.and adjusted by the National Geodetic Survey in June 1991..
 GC0598
 GC0598.The geoid height was determined by GEOID03.
 GC0598
 GC0598.The dynamic height is computed by dividing the NAVD 88
 GC0598.geopotential number by the normal gravity value computed on the
 GC0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0598.degrees latitude (g = 980.6199 gals.).
 GC0598
 GC0598.The modeled gravity was interpolated from observed gravity values.
 GC0598
 GC0598;                    North         East    Units  Estimated Accuracy
 GC0598;SPC TN       -   205,800.      527,990.      MT  (+/- 180 meters Scaled)
 GC0598
 GC0598                          SUPERSEDED SURVEY CONTROL
 GC0598
 GC0598  NGVD 29 (??/??/92)  159.479  (m)          523.22   (f) ADJ UNCH    2 0
 GC0598
 GC0598.Superseded values are not recommended for survey control.
 GC0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0598.See file dsdata.txt to determine how the superseded data were derived.
 GC0598
 GC0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF179045(NAD 83)
 GC0598_MARKER: DR = REFERENCE MARK DISK
 GC0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0598_SP_SET: SIDEWALK
 GC0598_STAMPING: CECILIA NO 1 1959
 GC0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0598
 GC0598  HISTORY     - Date     Condition        Report By
 GC0598  HISTORY     - 1959     MONUMENTED       CGS
 GC0598  HISTORY     - 1960     GOOD             NGS
 GC0598
 GC0598                          STATION DESCRIPTION
 GC0598
 GC0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0598'AT NASHVILLE.
 GC0598'THIS MARK IS LOCATED AT THE CECILIA 1959 STATION SITE, 95.2
 GC0598'FT. EAST-NORTHEAST OF THE STATION MARK, 7 FT. NORTH OF THE STEPS
 GC0598'IN THE SIDE WALK AND 1 FT. EAST OF THE WEST EDGE OF THE SIDEWALK,
 GC0598'DRILLED IN THE TOP OF THE WEST SIDEWALK LEADING TO THE CONVENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0600 ***********************************************************************
 GC0600  DESIGNATION -  CECILIA RM 2
 GC0600  PID         -  GC0600
 GC0600  STATE/COUNTY-  TN/DAVIDSON
 GC0600  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0600
 GC0600                         *CURRENT SURVEY CONTROL
 GC0600  ___________________________________________________________________
 GC0600* NAD 83(1986)-  36 11 08.     (N)    086 48 02.     (W)     SCALED    
 GC0600* NAVD 88     -       158.226  (meters)     519.11   (feet)  ADJUSTED  
 GC0600  ___________________________________________________________________
 GC0600  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0600  DYNAMIC HT  -         158.090 (meters)     518.67  (feet)  COMP
 GC0600  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GC0600
 GC0600  VERT ORDER  -  SECOND    CLASS 0
 GC0600
 GC0600.The horizontal coordinates were scaled from a topographic map and have
 GC0600.an estimated accuracy of +/- 6 seconds.
 GC0600
 GC0600.The orthometric height was determined by differential leveling
 GC0600.and adjusted by the National Geodetic Survey in June 1991..
 GC0600
 GC0600.The geoid height was determined by GEOID03.
 GC0600
 GC0600.The dynamic height is computed by dividing the NAVD 88
 GC0600.geopotential number by the normal gravity value computed on the
 GC0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0600.degrees latitude (g = 980.6199 gals.).
 GC0600
 GC0600.The modeled gravity was interpolated from observed gravity values.
 GC0600
 GC0600;                    North         East    Units  Estimated Accuracy
 GC0600;SPC TN       -   205,800.      527,990.      MT  (+/- 180 meters Scaled)
 GC0600
 GC0600                          SUPERSEDED SURVEY CONTROL
 GC0600
 GC0600  NGVD 29 (??/??/92)  158.253  (m)          519.20   (f) ADJ UNCH    2 0
 GC0600
 GC0600.Superseded values are not recommended for survey control.
 GC0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0600.See file dsdata.txt to determine how the superseded data were derived.
 GC0600
 GC0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF179045(NAD 83)
 GC0600_MARKER: DR = REFERENCE MARK DISK
 GC0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0600_SP_SET: SIDEWALK
 GC0600_STAMPING: CECILIA NO 2 1959
 GC0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0600
 GC0600  HISTORY     - Date     Condition        Report By
 GC0600  HISTORY     - 1959     MONUMENTED       CGS
 GC0600  HISTORY     - 1960     GOOD             NGS
 GC0600
 GC0600                          STATION DESCRIPTION
 GC0600
 GC0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0600'AT NASHVILLE.
 GC0600'THIS MARK IS LOCATED AT THE CELILIA 1959 STATION SITE, 85.4 FT.
 GC0600'WEST OF THE STATION MARK, 44 FT. EAST OF THE SIDEWALK INTERSECTION,
 GC0600'DRILLED IN ABOUT THE CENTER OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2767 ***********************************************************************
 GC2767  DESIGNATION -  CECILIA RM 3
 GC2767  PID         -  GC2767
 GC2767  STATE/COUNTY-  TN/DAVIDSON
 GC2767  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2767
 GC2767                         *CURRENT SURVEY CONTROL
 GC2767  ___________________________________________________________________
 GC2767* NAD 83(1986)-  36 11 08.     (N)    086 48 02.     (W)     SCALED    
 GC2767* NAVD 88     -       159.62   (meters)     523.7    (feet)  RESET     
 GC2767  ___________________________________________________________________
 GC2767  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC2767
 GC2767  VERT ORDER  -  THIRD
 GC2767
 GC2767.The horizontal coordinates were scaled from a topographic map and have
 GC2767.an estimated accuracy of +/- 6 seconds.
 GC2767
 GC2767.The orthometric height was computed from unverified reset data.
 GC2767.No vertical observational check was made to the station.
 GC2767
 GC2767.The geoid height was determined by GEOID03.
 GC2767
 GC2767;                    North         East    Units  Estimated Accuracy
 GC2767;SPC TN       -   205,800.      527,990.      MT  (+/- 180 meters Scaled)
 GC2767
 GC2767                          SUPERSEDED SURVEY CONTROL
 GC2767
 GC2767  NGVD 29 (10/12/01)  159.64   (m)          523.8    (f) RESET       3  
 GC2767
 GC2767.Superseded values are not recommended for survey control.
 GC2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2767.See file dsdata.txt to determine how the superseded data were derived.
 GC2767
 GC2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF179045(NAD 83)
 GC2767_MARKER: DR = REFERENCE MARK DISK
 GC2767_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC2767_SP_SET: SIDEWALK
 GC2767_STAMPING: CECILIA 1959 NO 3 1984
 GC2767_MARK LOGO: NGS   
 GC2767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2767
 GC2767  HISTORY     - Date     Condition        Report By
 GC2767  HISTORY     - 1984     MONUMENTED       NGS
 GC2767
 GC2767                          STATION DESCRIPTION
 GC2767
 GC2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2767'IN NASHVILLE.
 GC2767'0.3 KM (0.20 MI) NORTH ALONG 8TH AVENUE FROM THE JUNCTION WITH
 GC2767'INTERSTATE 265 THEN WEST ON DOMINICAN AVE 0.15 KM (0.10 MI) TO A
 GC2767'DRIVEWAY ON THE LEFT, THEN SOUTH AND WEST 0.15 KM (0.10 MI) ON THE
 GC2767'DRIVEWAY, 40.8 M (133.9 FT) WEST FROM A STATUE OF CHRIST, 29.0 M
 GC2767'(95.1 FT) SOUTH FROM THE SOUTHWEST CORNER OF A LARGE BRICK BUILDING,
 GC2767'9.8 M (32.2 FT) SOUTHEAST OF A CAST IRON WATER PUMP WITH A CONCRETE
 GC2767'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0249 ***********************************************************************
 GC0249  DESIGNATION -  CEDAR
 GC0249  PID         -  GC0249
 GC0249  STATE/COUNTY-  TN/WILSON
 GC0249  USGS QUAD   -  MARTHA (1975)
 GC0249
 GC0249                         *CURRENT SURVEY CONTROL
 GC0249  ___________________________________________________________________
 GC0249* NAD 83(1995)-  36 10 59.75293(N)    086 25 26.44908(W)     ADJUSTED  
 GC0249* NAVD 88     -       185.636  (meters)     609.04   (feet)  ADJUSTED  
 GC0249  ___________________________________________________________________
 GC0249  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 GC0249  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0249  DYNAMIC HT  -         185.478 (meters)     608.52  (feet)  COMP
 GC0249  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 GC0249
 GC0249  HORZ ORDER  -  SECOND
 GC0249  VERT ORDER  -  SECOND    CLASS 0
 GC0249
 GC0249.The horizontal coordinates were established by classical geodetic methods
 GC0249.and adjusted by the National Geodetic Survey in April 1999..
 GC0249
 GC0249.The orthometric height was determined by differential leveling
 GC0249.and adjusted by the National Geodetic Survey in June 1991..
 GC0249
 GC0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0249
 GC0249.The geoid height was determined by GEOID03.
 GC0249
 GC0249.The dynamic height is computed by dividing the NAVD 88
 GC0249.geopotential number by the normal gravity value computed on the
 GC0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0249.degrees latitude (g = 980.6199 gals.).
 GC0249
 GC0249.The modeled gravity was interpolated from observed gravity values.
 GC0249
 GC0249;                    North         East     Units Scale Factor Converg.
 GC0249;SPC TN       -   205,332.410   561,859.398   MT  0.99996692   -0 14 53.6
 GC0249;SPC TN       -   673,661.42  1,843,367.04   sFT  0.99996692   -0 14 53.6
 GC0249;UTM  16      - 4,004,429.193   551,792.173   MT  0.99963305   +0 20 24.2
 GC0249
 GC0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0249!SPC TN       -   0.99997544  x   0.99996692  =   0.99994236
 GC0249!UTM  16      -   0.99997544  x   0.99963305  =   0.99960850
 GC0249
 GC0249:                Primary Azimuth Mark                     Grid Az
 GC0249:SPC TN       -  GALLATIN TVA POWER PLT SW STK            008 16 52.4
 GC0249:UTM  16      -  GALLATIN TVA POWER PLT SW STK            007 41 34.6
 GC0249
 GC0249|---------------------------------------------------------------------|
 GC0249| PID    Reference Object                     Distance      Geod. Az  |
 GC0249|                                                           dddmmss.s |
 GC0249| GC2180 GALLATIN TVA POWER PLT SW STK       APPROX.14.8 KM 0080158.8 |
 GC0249| GC0250 CEDAR RM 1                           29.744 METERS 07108     |
 GC0249| CG5061 CEDAR AZ MK                                        1031245.5 |
 GC0249| GC2164 LEEVILLE TX E PLINE MICROWAVE       APPROX. 5.1 KM 1293800.8 |
 GC0249| GC0248 CEDAR RM 2                           24.308 METERS 33635     |
 GC0249|---------------------------------------------------------------------|
 GC0249
 GC0249                          SUPERSEDED SURVEY CONTROL
 GC0249
 GC0249  NAD 83(1995)-  36 10 59.75583(N)    086 25 26.45133(W) AD(       ) 2
 GC0249  NAD 83(1995)-  36 10 59.75791(N)    086 25 26.45319(W) AD(       ) 2
 GC0249  NAD 83(1986)-  36 10 59.76352(N)    086 25 26.45158(W) AD(       ) 2
 GC0249  NAD 27      -  36 10 59.56390(N)    086 25 26.47610(W) AD(       ) 2
 GC0249  NGVD 29 (??/??/92)  185.688  (m)          609.21   (f) ADJ UNCH    2 0
 GC0249
 GC0249.Superseded values are not recommended for survey control.
 GC0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0249.See file dsdata.txt to determine how the superseded data were derived.
 GC0249
 GC0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5179204429(NAD 83)
 GC0249_MARKER: DE = TRAVERSE STATION DISK
 GC0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0249_STAMPING: CEDAR 1960
 GC0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0249+STABILITY: SURFACE MOTION
 GC0249
 GC0249  HISTORY     - Date     Condition        Report By
 GC0249  HISTORY     - 1960     MONUMENTED       CGS
 GC0249  HISTORY     - 1960     GOOD             CGS
 GC0249
 GC0249                          STATION DESCRIPTION
 GC0249
 GC0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0249'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF LEBANON, 0.6 MILE
 GC0249'SOUTHWEST OF LEEVILLE, ON THE NORTHERN END OF A TIMBERED
 GC0249'RIDGE AND ON MR. H. Y. SULLIVAN PROPERTY.
 GC0249'
 GC0249'TO REACH THE STATION FROM THE METHODIST CHURCH IN LEEVILLE, GO SOUTH
 GC0249'ON GRAVELED ROAD FOR 0.2 MILE TO CROSSROAD, CONTINUE STRAIGHT
 GC0249'AHEAD, SOUTH, FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GC0249'SOUTH FOR 0.1 MILE TO TRACK ROAD AND WOODEN GATE ON THE RIGHT,
 GC0249'TURN RIGHT, WEST, FOR 0.1 MILE TO A WOODEN GATE, PASS THROUGH THE
 GC0249'GATE AND GO NORTHWEST ON THE TRACK ROAD FOR 0.25 MILE TO THE
 GC0249'STATION ON THE LEFT.
 GC0249'
 GC0249'STATION MARK IS 190 FEET EAST OF THE EAST SIDE OF BARN, 87 FEET
 GC0249'SOUTHEAST OF POWERLINE POLE, 38 FEET SOUTHEAST OF THE CENTER OF
 GC0249'TRACK ROAD AND 2.5 FEET NORTHEAST OF A WITNESS SIGN.  THE MARK IS A
 GC0249'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH, AND IS
 GC0249'STAMPED CEDAR 1960.
 GC0249'
 GC0249'REFERENCE MARK NO. 1 IS 6 FEET NORTH ON THE CENTER OF TRACK ROAD.
 GC0249'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0249'BEDROCK, PROJECTS 2 INCHES, AND IS STAMPED CEDAR NO 1 1960.
 GC0249'
 GC0249'REFERENCE MARK NO. 2 IS 21 FEET EAST OF POWERLINE POLE.  THE MARK IS
 GC0249'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0249'BEDROCK, PROJECTS 2 INCHES, AND IS STAMPED CEDAR NO 2 1960.
 GC0249'
 GC0249'AZIMUTH MARK IS 19 FEET NORTH OF POWERLINE POLE, 16 FEET WEST OF THE
 GC0249'CENTER OF GRAVELED ROAD, 1.6 FEET SOUTH OF WITNESS SIGN AND 1 FOOT
 GC0249'WEST OF WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 GC0249'CONCRETE POST, SET FLUSH, AND IS STAMPED CEDAR 1960.
 GC0249'
 GC0249'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GC0249
 GC0249                          STATION RECOVERY (1960)
 GC0249
 GC0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0249'6.8 MI SE FROM MOUNT JULIET.
 GC0249'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE
 GC0249'NORTH ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0249'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILES
 GC0249'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES EAST ON A GRAVELED
 GC0249'ROAD, THEN 3.4 MILES EAST ON INTERSTATE HIGHWAY 40.  THE STATION
 GC0249'MARK IS ON THE CREST OF A SMALL HILL ABOUT 0.1 MILE NORTH OF THE
 GC0249'HIGHWAY, 190 FT. EAST OF THE EAST SIDE OF A BARN, 87 FT.
 GC0249'SOUTHEAST OF A POWER LINE POLE, 38 FT. SOUTHEAST OF THE CENTER OF
 GC0249'A TRACK ROAD, AND 2.5 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK
 GC0249'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2474 ***********************************************************************
 FE2474  DESIGNATION -  CEDAR
 FE2474  PID         -  FE2474
 FE2474  STATE/COUNTY-  TN/HAYWOOD
 FE2474  USGS QUAD   -  HILLVILLE (1959)
 FE2474
 FE2474                         *CURRENT SURVEY CONTROL
 FE2474  ___________________________________________________________________
 FE2474* NAD 83(1995)-  35 24 54.55926(N)    089 11 17.34702(W)     ADJUSTED  
 FE2474* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 FE2474  ___________________________________________________________________
 FE2474  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FE2474  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2474
 FE2474  HORZ ORDER  -  SECOND
 FE2474
 FE2474.The horizontal coordinates were established by classical geodetic methods
 FE2474.and adjusted by the National Geodetic Survey in April 1999..
 FE2474
 FE2474.The orthometric height was scaled from a topographic map.
 FE2474
 FE2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2474
 FE2474.The geoid height was determined by GEOID03.
 FE2474
 FE2474;                    North         East     Units Scale Factor Converg.
 FE2474;SPC TN       -   124,743.614   310,495.518   MT  0.99997496   -1 51 59.3
 FE2474;SPC TN       -   409,263.01  1,018,684.05   sFT  0.99997496   -1 51 59.3
 FE2474;UTM  16      - 3,921,282.882   301,325.258   MT  1.00008645   -1 16 06.4
 FE2474
 FE2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2474!SPC TN       -   0.99998240  x   0.99997496  =   0.99995736
 FE2474!UTM  16      -   0.99998240  x   1.00008645  =   1.00006885
 FE2474
 FE2474:                Primary Azimuth Mark                     Grid Az
 FE2474:SPC TN       -  CEDAR AZ MK                              170 12 11.7
 FE2474:UTM  16      -  CEDAR AZ MK                              169 36 18.8
 FE2474
 FE2474|---------------------------------------------------------------------|
 FE2474| PID    Reference Object                     Distance      Geod. Az  |
 FE2474|                                                           dddmmss.s |
 FE2474| CG3720 CEDAR AZ MK                                        1682012.4 |
 FE2474| CG3721 CEDAR RM 1                           25.011 METERS 17932     |
 FE2474| CG3722 CEDAR RM 2                           25.506 METERS 33521     |
 FE2474|---------------------------------------------------------------------|
 FE2474
 FE2474                          SUPERSEDED SURVEY CONTROL
 FE2474
 FE2474  NAD 83(1995)-  35 24 54.56504(N)    089 11 17.34905(W) AD(       ) 2
 FE2474  NAD 83(1986)-  35 24 54.57109(N)    089 11 17.34755(W) AD(       ) 2
 FE2474  NAD 27      -  35 24 54.28000(N)    089 11 17.10980(W) AD(       ) 2
 FE2474
 FE2474.Superseded values are not recommended for survey control.
 FE2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2474.See file dsdata.txt to determine how the superseded data were derived.
 FE2474
 FE2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0132521283(NAD 83)
 FE2474_MARKER: DS = TRIANGULATION STATION DISK
 FE2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2474
 FE2474  HISTORY     - Date     Condition        Report By
 FE2474  HISTORY     - 1958     MONUMENTED       CGS
 FE2474
 FE2474                          STATION DESCRIPTION
 FE2474
 FE2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2474'THE STATION IS ABOUT 13 MILES SOUTHEAST OF BROWNVILLE, ABOUT 7 MILES
 FE2474'NORTH OF WHITEVILLE AND ON PROPERTY OWNED BY MR. HERMAN
 FE2474'WILKES. IT IS 97 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FRAME
 FE2474'HOUSE, 24 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 15 FEET
 FE2474'WEST OF A WHITE WITNESS POST AND 12 FEET WEST OF A FENCE. THE
 FE2474'MONUMENT IS UNDERGROUND ABOUT 12 INCHES AND THE DISK IS STAMPED
 FE2474'CEDAR 1958.
 FE2474'
 FE2474'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST EAST OF THE
 FE2474'DEPOT IN WHITEVILLE, GO NORTH ON THE PAVED ROAD FOR 5.65 MILES TO
 FE2474'THE SMALL COMMUNITY OF CEDAR CHAPEL. CONTINUE NORTH AND NORTHWEST ON
 FE2474'THE PAVED ROAD FOR 0.5 MILES TO A FORK. TAKE THE LEFT FORK AND GO
 FE2474'NORTHWEST AND WEST FOR 0.7 MILE ON THE PAVED ROAD TO THE AZIMUTH MARK
 FE2474'ON THE RIGHT AS DESCRIBED. CONTINUE WEST ON THE PAVED ROAD FOR
 FE2474'0.15 MILE TO A GRAVELED SIDE ROAD RIGHT. TURN RIGHT ON THE GRAVELED
 FE2474'ROAD AND GO NORTH FOR 0.35 MILE TO A HOUSE ON THE RIGHT AND THE
 FE2474'STATION ON THE LEFT AS DESCRIBED.
 FE2474'
 FE2474'REFERENCE MARK 1 IS 7 FEET SOUTH OF A 6 INCH OAK TREE, 5 FEET WEST OF
 FE2474'A CUT-BANK AND 5 FEET WEST OF A FENCE. THE MONUMENT PROJECTS
 FE2474'2 INCHES AND THE DISK IS STAMPED CEDAR NO 1 1958.
 FE2474'
 FE2474'REFERENCE MARK 2 IS 8 FEET NORTHWEST OF A 4 INCH OAK TREE AND 1 FOOT
 FE2474'WEST OF THE FENCE. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE2474'STAMPED CEDAR NO 2 1958.
 FE2474'
 FE2474'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF THE PAVED
 FE2474'ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 FE2474'FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CEDAR
 FE2474'1958.
 FE2474'
 FE2474'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2198 ***********************************************************************
 GC2198  DESIGNATION -  CEDAR
 GC2198  PID         -  GC2198
 GC2198  STATE/COUNTY-  TN/SUMNER
 GC2198  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC2198
 GC2198                         *CURRENT SURVEY CONTROL
 GC2198  ___________________________________________________________________
 GC2198* NAD 83(1995)-  36 20 53.09341(N)    086 42 49.31094(W)     ADJUSTED  
 GC2198* NAVD 88     -       212.2    (meters)     696.     (feet)  VERTCON   
 GC2198  ___________________________________________________________________
 GC2198  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GC2198  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC2198
 GC2198  HORZ ORDER  -  THIRD
 GC2198
 GC2198.The horizontal coordinates were established by classical geodetic methods
 GC2198.and adjusted by the National Geodetic Survey in April 1999..
 GC2198
 GC2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2198
 GC2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2198
 GC2198.The geoid height was determined by GEOID03.
 GC2198
 GC2198;                    North         East     Units Scale Factor Converg.
 GC2198;SPC TN       -   223,771.682   535,935.676   MT  0.99998855   -0 25 04.2
 GC2198;SPC TN       -   734,157.59  1,758,315.63   sFT  0.99998855   -0 25 04.2
 GC2198;UTM  16      - 4,022,594.946   525,689.926   MT  0.99960813   +0 10 10.9
 GC2198
 GC2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2198!SPC TN       -   0.99997134  x   0.99998855  =   0.99995989
 GC2198!UTM  16      -   0.99997134  x   0.99960813  =   0.99957948
 GC2198
 GC2198|---------------------------------------------------------------------|
 GC2198| PID    Reference Object                     Distance      Geod. Az  |
 GC2198|                                                           dddmmss.s |
 GC2198| CG5059 CEDAR RM 1                           11.477 METERS 08722     |
 GC2198| GC2206 OLD HICKORY DU PONT POWER PLANT STA APPROX.10.0 KM 1473732.5 |
 GC2198| GC2201 GOODLETTSVILLE MUN STANDPIPE        APPROX. 2.2 KM 1854549.3 |
 GC2198| GC2199 CEDAR AZ MK                         APPROX. 0.9 KM 2095944.3 |
 GC2198| CG5058 CEDAR AZ MK 2                                      2213625.1 |
 GC2198| GC2354 UNION HILL ATT MW KIA               APPROX. 6.3 KM 2733805.4 |
 GC2198| GC2351 UNION HILL BELL TT MICROWAVE        APPROX. 6.4 KM 2735836.6 |
 GC2198| CG5060 CEDAR RM 2                            9.514 METERS 33339     |
 GC2198|---------------------------------------------------------------------|
 GC2198
 GC2198                          SUPERSEDED SURVEY CONTROL
 GC2198
 GC2198  NAD 83(1995)-  36 20 53.09463(N)    086 42 49.31257(W) AD(       ) 3
 GC2198  NAD 83(1995)-  36 20 53.09855(N)    086 42 49.31366(W) AD(       ) 3
 GC2198  NAD 83(1986)-  36 20 53.10308(N)    086 42 49.31413(W) AD(       ) 3
 GC2198  NAD 27      -  36 20 52.92720(N)    086 42 49.32690(W) AD(       ) 3
 GC2198  NGVD 29 (07/19/86)  212.2    (m)          696.     (f) VERT ANG       
 GC2198
 GC2198.Superseded values are not recommended for survey control.
 GC2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2198.See file dsdata.txt to determine how the superseded data were derived.
 GC2198
 GC2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2569022595(NAD 83)
 GC2198_MARKER: DE = TRAVERSE STATION DISK
 GC2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2198
 GC2198  HISTORY     - Date     Condition        Report By
 GC2198  HISTORY     - 1959     MONUMENTED       CGS
 GC2198  HISTORY     - 1967     GOOD             CGS
 GC2198  HISTORY     - 1969     GOOD             CGS
 GC2198
 GC2198                          STATION DESCRIPTION
 GC2198
 GC2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2198'THE STATION IS LOCATED ON THE WESTERN ONE OF TWO BARE HILLS ON
 GC2198'PROPERTY OWNED BY MR. J. B. JACKSON JR., ABOUT 1.7 MILES NORTH OF
 GC2198'GOODLETTSVILLE AND ABOUT 0.15 MILE EAST OF U. S. HIGHWAY NO. 31 W.
 GC2198'
 GC2198'TO REACH THE STATION FROM THE POST OFFICE IN GOODLETTSVILLE, GO NORTH
 GC2198'ON U. S. HIGHWAY NO. 31 W AND U. S. HIGHWAY NO. 41 FOR 1.3 MILES TO
 GC2198'FORKS AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN RIGHT AND
 GC2198'GO NORTH ON U. S. HIGHWAY NO. 31 W FOR 0.5 MILE TO A SIDE ROAD ON
 GC2198'THE RIGHT, TURN SHARP RIGHT AND GO SOUTHERLY FOR 0.4 MILE TO A
 GC2198'DRIVEWAY ON THE LEFT AT MR. JACKSON HOME, TURN LEFT AND GO THROUGH
 GC2198'GATE AT SMALL BARN AND GO NORTH FOR 0.05 MILE TO FORKS, TAKE THE
 GC2198'RIGHT FORK AND FOLLOW THE DIM TRACK ROAD UP AND AROUND THE EAST END
 GC2198'OF THE RIDGE FOR 0.5 MILE, TURN LEFT AND GO WESTERLY UP GRADE ALONG
 GC2198'THE TOP OF THE RIDGE FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 GC2198'
 GC2198'STATION MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 GC2198'POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CEDAR
 GC2198'1959.
 GC2198'
 GC2198'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 GC2198'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED CEDAR 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC2198'IS STAMPED CEDAR NO 1 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC2198'IS STAMPED CEDAR NO 2 1959.
 GC2198'
 GC2198'AZIMUTH MARK IS LOCATED NEAR THE NORTHERN END OF THE MOST SOUTHERN
 GC2198'TRAFFIC ISLAND, 10 FEET SOUTH OF THE NORTH CURB AND 9 FEET WEST OF
 GC2198'A WITNESS SIGN AT THE EAST CURB.  THE MARK IS SET FLUSH WITH THE
 GC2198'SURFACE OF THE GROUND AND IS STAMPED CEDAR 1959.
 GC2198'
 GC2198'A TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK TO THE AZIMUTH
 GC2198'MARK.
 GC2198'
 GC2198'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GC2198
 GC2198                          STATION RECOVERY (1967)
 GC2198
 GC2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC2198'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC2198'CONDITION.
 GC2198'
 GC2198'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GC2198'
 GC2198'THE STATION IS LOCATED ON TOP OF THE WESTERN ONE OF TWO BARE HILLS IN
 GC2198'OPEN PASTURE ON THE PROPERTY OF MR. J. B. JACKSON JR., ABOUT 1.7
 GC2198'MILES NORTH OF GOODLETTSVILLE AND ABOUT 0.15 MILE EAST OF U.S.
 GC2198'HIGHWAY 31W.
 GC2198'
 GC2198'TO REACH FROM THE POST OFFICE IN GOODLETTSVILLE, GO NORTH ON U. S.
 GC2198'HIGHWAYS 41 AND 31W FOR 1.3 MILES TO WHERE THE HIGHWAYS
 GC2198'SEPERATE AND THE AZIMUTH MARK ON THE LEFT IN THE GRASSED TRAFFIC
 GC2198'ISLAND SEPARATING THE TWO HIGHWAYS.  HERE CONTINUE NORTH ON U.
 GC2198'S. HIGHWAY 31W FOR 0.5 MILE TO A GRAVELED ROAD ON THE RIGHT, TURN
 GC2198'SHARP RIGHT ON THIS GRAVELED ROAD AND GO SOUTHERLY FOR 0.4 MILE TO A
 GC2198'DRIVEWAY ON THE LEFT LEADING INTO THE JACKSON FARM HOME, TURN LEFT ON
 GC2198'THIS FARM DRIVE AND GO EAST TO A GATE AT THE SOUTHWEST CORNER OF A
 GC2198'SMALL BARN, PASS THROUGH THIS GATE AND CONTINUE NORTHERLY ON A TRACK
 GC2198'ROAD FOR A TOTAL DISTANCE OF ABOUT 0.05 MILE TO A FORK.  HERE KEEP
 GC2198'THE RIGHT FORK AND CONTINUE ON A TRACK ROAD UP AND AROUND THE EAST
 GC2198'END OF THE RIDGE FOR 0.5 MILE, TURN LEFT AND GO WESTERLY UP GRADE FOR
 GC2198'ABOUT 0.2 MILE ACROSS OPEN PASTURE TO THE TOP OF THE WEST ONE OF TWO
 GC2198'HILLS AND THE MARK AS DESCRIBED.
 GC2198'
 GC2198'THE STATION IS 183 FEET NORTH-NORTHWEST OF A 36-INCH HACKBERRY TREE
 GC2198'ON THE SOUTH SLOPE OF THE HILL AND 143 FEET NORTHEAST OF AN
 GC2198'18-INCH CEDAR TREE ON THE SOUTHWEST SLOPE OF THE HILL.  IT IS A
 GC2198'STANDARD DISK SET IN THE TOP OF A 10 INCH, SQUARE, FLUSH,
 GC2198'CONCRETE MONUMENT AND THE DISK IS STAMPED CEDAR 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 1 IS LOCATED ON THE TOP OF THE RIDGE EAST OF THE
 GC2198'STATION AND IS ABOUT THE SAME ELEVATION.  IT IS A STANDARD DISK
 GC2198'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC2198'DISK IS STAMPED CEDAR NO 1 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 2 IS LOCATED ON THE TOP OF THE RIDGE NORTHWEST OF
 GC2198'THE STATION AND IS ABOUT THE SAME ELEVATION.  IT IS A STANDARD DISK
 GC2198'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC2198'DISK IS STAMPED CEDAR NO 2 1959.
 GC2198'
 GC2198'DUE TO HIGH WINDS AT THE TIME THIS STATION WAS VISITED, NO EFFORT WAS
 GC2198'MADE TO MEASURE BETWEEN THE REFERENCE MARKS.
 GC2198'
 GC2198'THE AZIMUTH MARK IS LOCATED NEAR THE NORTH END OF A GRASSY TRAFFIC
 GC2198'ISLAND THAT SEPARATES U. S. HIGHWAYS 41 AND 31W, 27 FEET SOUTHWEST
 GC2198'OF THE NORTHEAST CORNER OF THE CONCRETE CURB, 23.3 FEET EAST OF THE
 GC2198'NORTHWEST CORNER OF THE CONCRETE CURB, 18.9 FEET SOUTHWEST OF A
 GC2198'METAL WITNESS POST AND SIGN, AND 12.7 FEET SOUTH OF THE NORTH
 GC2198'CONCRETE CURB.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2198'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2198'CEDAR 1959.
 GC2198'
 GC2198'A TELLUROMETER TRAVERSE CONNECTION WAS MADE FROM THIS MARK TO
 GC2198'TRAVERSE STATION CEDAR 1959 WHEN ESTABLISHED.
 GC2198'
 GC2198'THIS WAS NOT AN OCCUPIED STATION.
 GC2198
 GC2198                          STATION RECOVERY (1969)
 GC2198
 GC2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GC2198'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC2198'RECOVERED AND FOUND IN EXCELLENT CONDITION.  THE AZIMUTH MARK WAS
 GC2198'DESTROYED BY CONSTRUCTION OF A NEW ROUTE SEPERATION INTERCHANGE ALONG
 GC2198'U. S. HIGHWAYS 31W AND 41.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 GC2198'THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED.  IN
 GC2198'CHECKING THE ANGLE FOR THE REFERENCE MARKS AS DETERMINED THROUGH
 GC2198'INTERSECTION STATION OLD HICKORY, DUPONT CHECICAL CO. POWER PLANT
 GC2198'STACK (1953 1959) A DISCREPANCY OF -00 DEG 01 MIN 25.4 SEC WAS
 GC2198'NOTED FOR REFERENCE MARK NO. 2 WHILE REFERENCE MARK 1
 GC2198'CHECKED WELL WITHIN THE ALLOWABLE.  THE HORIZONTAL MEASURED DISTANCES
 GC2198'BETWEEN THE STATION AND THE REFERENCE MARKS CHECKED THE 1959
 GC2198'MEASUREMENTS FLAT.
 GC2198'
 GC2198'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2198'
 GC2198'THE STATION IS LOCATED ON THE MOST WESTERLY ONE AND LOWEST OF TWO
 GC2198'BARE HILLS IN OPEN PASTURE ON THE PROPERTY OF MR.  J. B. JACKSON
 GC2198'JR., ABOUT 1.7 MILES NORTH OF GOODLETTSVILLE AND ABOUT 0.15 OF A MILE
 GC2198'EAST OF INTERSTATE ROUTE 65.
 GC2198'
 GC2198'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE THREE POINT
 GC2198'INTERSECTION OF U. S. HIGHWAY 31W, TWO MILE PIKE AND LONG HOLLOW PIKE
 GC2198'IN GOODLETTSVILLE, GO SOUTHEASTERLY ON TWO MILE PIKE FOR ABOUT 150
 GC2198'FEET TO LONG HOLLOW PIKE ON THE LEFT.  HERE TURN LEFT ON LONG
 GC2198'HOLLOW PIKE AND GO EASTERLY FOR 1.0 MILE TO LORETTA DRIVE ON THE
 GC2198'LEFT, TURN LEFT ON LORETTA DRIVE AND GO NORTHERLY FOR 1.0 MILE TO THE
 GC2198'END OF THE STREET AND A GATE INTO A PASTURE.  PASS THROUGH THIS GATE
 GC2198'AND BEAR EASTERLY ON A TRACK ROAD FOR 0.2 OF A MILE TO A GATE,
 GC2198'PASS THROUGH THIS GATE AND CONTINUE EASTERLY ALONG THE SOUTH SIDE OF
 GC2198'A FENCE FOR 0.2 OF A MILE TO A GATE ON THE LEFT.  HERE TURN LEFT,
 GC2198'PASSING THROUGH THIS GATE AND CONTINUE ON MEANDERING TRACK
 GC2198'ROAD NORTHERLY UPHILL FOR 0.25 OF A MILE TO A GATE ON THE LEFT IN A
 GC2198'NORTH-SOUTH FENCE LINE.  TURN LEFT, PASSING THROUGH THIS GATE AND
 GC2198'PICK WAY NORTHWEST ACROSS OPEN PASTURE TO THE TOP OF THE HIGHEST
 GC2198'KNOLL, THENCE SOUTHWESTERLY ACROSS A SADDLE TO THE TOP OF
 GC2198'THE LOWER KNOLL FOR A TOTAL DISTANCE OF ABOUT 0.35 OF A MILE AND THE
 GC2198'STATION AS DESCRIBED.
 GC2198'
 GC2198'THE STATION IS 183 FEET NORTH-NORTHWEST OF A 38-INCH HACKBERRY TREE
 GC2198'ON THE SOUTH SLOPE OF THE HILL, 143 FEET NORTHEAST OF AN 18-INCH
 GC2198'CEDAR TREE ON THE SOUTHWEST SLOPE OF THE HILL, 32 FEET SOUTHEAST OF A
 GC2198'SMALL CLUMP OF HONEY LOCUST, AND 0.8 OF A FOOT WEST OF A METAL
 GC2198'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2198'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2198'STAMPED CEDAR 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 1 IS LOCATED ON THE TOP OF THE RIDGE EAST OF THE
 GC2198'STATION, 37 FEET EAST OF THE METAL WITNESS POST AND SIGN AND ABOUT
 GC2198'THE SAME ELEVATION AS THE STATION MARK.  IT IS A STANDARD DISK SET IN
 GC2198'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC2198'DISK IS STAMPED CEDAR NO 1 1959.
 GC2198'
 GC2198'REFERENCE MARK NO. 2 IS LOCATED ON THE TOP OF THE RIDGE NORTHWEST OF
 GC2198'THE STATION, 31 FEET NORTHWEST OF THE METAL WITNESS POST AND SIGN, 2
 GC2198'FEET SOUTHEAST OF THE SMALL CLUMP OF HONEY LOCUST, AND ABOUT THE SAME
 GC2198'ELEVATION AS THE STATION MARK.  IT IS A STANDARD DISK SET IN THE
 GC2198'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2198'STAMPED CEDAR NO 2 1959.
 GC2198'
 GC2198'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC2198'REFERENCE MARK NO. 2 IS 57.76 FEET-17.605 METERS.
 GC2198'
 GC2198'THE AZIMUTH MARK IS SET NEAR THE EAST END OF THE EAST ABUTMENT OF THE
 GC2198'SOUTH HANDRAIL CONCRETE BANISTER HEAD OF THE U. S.  HIGHWAY 31W
 GC2198'OVERPASS ACROSS U. S. HIGHWAY 41, 23.5 FEET SOUTH OF THE APPROXIMATE
 GC2198'CENTER OF THE HIGHWAY, 5.5 FEET WEST OF THE EAST END OF THE
 GC2198'CONCRETE BANISTER HEAD, 3 FEET ABOVE THE HIGHWAY, AND 0.6 OF A FOOT
 GC2198'EAST OF THE WEST END OF THE CONCRETE BANISTER HEAD.  IT IS A
 GC2198'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 GC2198'BANISTER HEAD AND THE DISK IS STAMPED CEDAR 1959 1969.
 GC2198'
 GC2198'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC LIGHT AT THE THREE POINT
 GC2198'INTERSECTION OF U. S. HIGHWAY 31W, TWO MILE PIKE AND LONG HOLLOW PIKE
 GC2198'IN GOODLETTSVILLE, GO NORTHERLY ON U.S. HIGHWAYS 31W AND 41 FOR 1.4
 GC2198'MILES TO WHERE THE ROUTES SEPERATE AT THE OVERPASS AND THE
 GC2198'AZIMUTH MARK AS DESCRIBED.
 GC2198'
 GC2198'NOTE- FROM THE GATE MENTIONED AT THE NORTH END OF LORETTA DRIVE IN
 GC2198'THE STATION TO-REACH THE STATION SHOULD NOT BE DRIVEN TO IN WET
 GC2198'WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0251 ***********************************************************************
 GC0251  DESIGNATION -  CEDAR AZ MK
 GC0251  PID         -  GC0251
 GC0251  STATE/COUNTY-  TN/WILSON
 GC0251  USGS QUAD   -  MARTHA (1975)
 GC0251
 GC0251                         *CURRENT SURVEY CONTROL
 GC0251  ___________________________________________________________________
 GC0251* NAD 83(1986)-  36 10 56.     (N)    086 25 11.     (W)     SCALED    
 GC0251* NAVD 88     -       175.740  (meters)     576.57   (feet)  ADJUSTED  
 GC0251  ___________________________________________________________________
 GC0251  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC0251  DYNAMIC HT  -         175.592 (meters)     576.09  (feet)  COMP
 GC0251  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GC0251
 GC0251  VERT ORDER  -  SECOND    CLASS 0
 GC0251
 GC0251.The horizontal coordinates were scaled from a topographic map and have
 GC0251.an estimated accuracy of +/- 6 seconds.
 GC0251
 GC0251.The orthometric height was determined by differential leveling
 GC0251.and adjusted by the National Geodetic Survey in June 1991..
 GC0251
 GC0251.The geoid height was determined by GEOID03.
 GC0251
 GC0251.The dynamic height is computed by dividing the NAVD 88
 GC0251.geopotential number by the normal gravity value computed on the
 GC0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0251.degrees latitude (g = 980.6199 gals.).
 GC0251
 GC0251.The modeled gravity was interpolated from observed gravity values.
 GC0251
 GC0251;                    North         East    Units  Estimated Accuracy
 GC0251;SPC TN       -   205,220.      562,250.      MT  (+/- 180 meters Scaled)
 GC0251
 GC0251                          SUPERSEDED SURVEY CONTROL
 GC0251
 GC0251  NGVD 29 (??/??/92)  175.794  (m)          576.75   (f) ADJ UNCH    2 0
 GC0251
 GC0251.Superseded values are not recommended for survey control.
 GC0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0251.See file dsdata.txt to determine how the superseded data were derived.
 GC0251
 GC0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF521043(NAD 83)
 GC0251_MARKER: DZ = AZIMUTH MARK DISK
 GC0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0251_STAMPING: CEDAR 1960
 GC0251_MARK LOGO: CGS   
 GC0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0251+STABILITY: SURFACE MOTION
 GC0251
 GC0251  HISTORY     - Date     Condition        Report By
 GC0251  HISTORY     - 1960     MONUMENTED       CGS
 GC0251
 GC0251                          STATION DESCRIPTION
 GC0251
 GC0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0251'7.2 MI SE FROM MOUNT JULIET.
 GC0251'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0251'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0251'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILES
 GC0251'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES EAST ON A GRAVELED ROAD,
 GC0251'THEN 3.7 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION
 GC0251'OF A GRAVELED ROAD.  THE MARK IS 0.1 MILE NORTH OF A TRACK ROAD, ABOUT
 GC0251'100 YARDS SOUTH OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY
 GC0251'40, 19 FT. NORTH OF A POWER LINE POLE, 16 FT. WEST OF THE CENTER OF
 GC0251'A GRAVELED ROAD, 1.6 FT. SOUTH OF A WITNESS SIGN, AND 1 FT. WEST
 GC0251'OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GC0251'IS FLUSH WITH THE GROUND.  NOTE-- THIS MARK IS ABOUT 1.4 MILES
 GC0251'WEST ON INTERSTATE HIGHWAY 40 FROM B.M. M 226.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0250 ***********************************************************************
 GC0250  DESIGNATION -  CEDAR RM 1
 GC0250  PID         -  GC0250
 GC0250  STATE/COUNTY-  TN/WILSON
 GC0250  USGS QUAD   -  MARTHA (1975)
 GC0250
 GC0250                         *CURRENT SURVEY CONTROL
 GC0250  ___________________________________________________________________
 GC0250* NAD 83(1986)-  36 10 59.     (N)    086 25 26.     (W)     SCALED    
 GC0250* NAVD 88     -       185.320  (meters)     608.00   (feet)  ADJUSTED  
 GC0250  ___________________________________________________________________
 GC0250  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0250  DYNAMIC HT  -         185.163 (meters)     607.49  (feet)  COMP
 GC0250  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 GC0250
 GC0250  VERT ORDER  -  SECOND    CLASS 0
 GC0250
 GC0250.The horizontal coordinates were scaled from a topographic map and have
 GC0250.an estimated accuracy of +/- 6 seconds.
 GC0250
 GC0250.The orthometric height was determined by differential leveling
 GC0250.and adjusted by the National Geodetic Survey in June 1991..
 GC0250
 GC0250.The geoid height was determined by GEOID03.
 GC0250
 GC0250.The dynamic height is computed by dividing the NAVD 88
 GC0250.geopotential number by the normal gravity value computed on the
 GC0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0250.degrees latitude (g = 980.6199 gals.).
 GC0250
 GC0250.The modeled gravity was interpolated from observed gravity values.
 GC0250
 GC0250;                    North         East    Units  Estimated Accuracy
 GC0250;SPC TN       -   205,310.      561,870.      MT  (+/- 180 meters Scaled)
 GC0250
 GC0250                          SUPERSEDED SURVEY CONTROL
 GC0250
 GC0250  NGVD 29 (??/??/92)  185.373  (m)          608.18   (f) ADJ UNCH    2 0
 GC0250
 GC0250.Superseded values are not recommended for survey control.
 GC0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0250.See file dsdata.txt to determine how the superseded data were derived.
 GC0250
 GC0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF518044(NAD 83)
 GC0250_MARKER: DR = REFERENCE MARK DISK
 GC0250_SETTING: 66 = SET IN ROCK OUTCROP
 GC0250_SP_SET: BEDROCK
 GC0250_STAMPING: CEDAR NO 1 1960
 GC0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0250+STABILITY: POSITION/ELEVATION WELL
 GC0250
 GC0250  HISTORY     - Date     Condition        Report By
 GC0250  HISTORY     - 1960     MONUMENTED       CGS
 GC0250
 GC0250                          STATION DESCRIPTION
 GC0250
 GC0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0250'6.8 MI SE FROM MOUNT JULIET.
 GC0250'THIS MARK IS LOCATED AT THE CEDAR 1960 STATION SITE, 97.6 FT.
 GC0250'EAST OF THE STATION MARK AND 6 FT. NORTH OF THE CENTER OF A TRACK
 GC0250'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0250'BEDROCK THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0248 ***********************************************************************
 GC0248  DESIGNATION -  CEDAR RM 2
 GC0248  PID         -  GC0248
 GC0248  STATE/COUNTY-  TN/WILSON
 GC0248  USGS QUAD   -  MARTHA (1975)
 GC0248
 GC0248                         *CURRENT SURVEY CONTROL
 GC0248  ___________________________________________________________________
 GC0248* NAD 83(1986)-  36 10 59.     (N)    086 25 26.     (W)     SCALED    
 GC0248* NAVD 88     -       185.406  (meters)     608.29   (feet)  ADJUSTED  
 GC0248  ___________________________________________________________________
 GC0248  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0248  DYNAMIC HT  -         185.250 (meters)     607.77  (feet)  COMP
 GC0248  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 GC0248
 GC0248  VERT ORDER  -  SECOND    CLASS 0
 GC0248
 GC0248.The horizontal coordinates were scaled from a topographic map and have
 GC0248.an estimated accuracy of +/- 6 seconds.
 GC0248
 GC0248.The orthometric height was determined by differential leveling
 GC0248.and adjusted by the National Geodetic Survey in June 1991..
 GC0248
 GC0248.The geoid height was determined by GEOID03.
 GC0248
 GC0248.The dynamic height is computed by dividing the NAVD 88
 GC0248.geopotential number by the normal gravity value computed on the
 GC0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0248.degrees latitude (g = 980.6199 gals.).
 GC0248
 GC0248.The modeled gravity was interpolated from observed gravity values.
 GC0248
 GC0248;                    North         East    Units  Estimated Accuracy
 GC0248;SPC TN       -   205,310.      561,870.      MT  (+/- 180 meters Scaled)
 GC0248
 GC0248                          SUPERSEDED SURVEY CONTROL
 GC0248
 GC0248  NGVD 29 (??/??/92)  185.459  (m)          608.46   (f) ADJ UNCH    2 0
 GC0248
 GC0248.Superseded values are not recommended for survey control.
 GC0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0248.See file dsdata.txt to determine how the superseded data were derived.
 GC0248
 GC0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF518044(NAD 83)
 GC0248_MARKER: DR = REFERENCE MARK DISK
 GC0248_SETTING: 66 = SET IN ROCK OUTCROP
 GC0248_SP_SET: BEDROCK
 GC0248_STAMPING: CEDAR NO 2 1960
 GC0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0248+STABILITY: POSITION/ELEVATION WELL
 GC0248
 GC0248  HISTORY     - Date     Condition        Report By
 GC0248  HISTORY     - 1960     MONUMENTED       CGS
 GC0248
 GC0248                          STATION DESCRIPTION
 GC0248
 GC0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0248'6.8 MI SE FROM MOUNT JULIET.
 GC0248'THIS MARK IS LOCATED AT THE CEDAR 1960 STATION SITE, 80 FT.
 GC0248'NORTHWEST OF THE STATION MARK AND 21 FT. EAST OF A POWER LINE
 GC0248'POLE.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GC0248'THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2194 ***********************************************************************
 GB2194  DESIGNATION -  CELINA
 GB2194  PID         -  GB2194
 GB2194  STATE/COUNTY-  TN/CLAY
 GB2194  USGS QUAD   -  CELINA (1981)
 GB2194
 GB2194                         *CURRENT SURVEY CONTROL
 GB2194  ___________________________________________________________________
 GB2194* NAD 83(1995)-  36 32 16.39461(N)    085 30 26.33838(W)     ADJUSTED  
 GB2194* NAVD 88     -       188.751  (meters)     619.26   (feet)  ADJUSTED  
 GB2194  ___________________________________________________________________
 GB2194  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GB2194  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2194  DYNAMIC HT  -         188.590 (meters)     618.73  (feet)  COMP
 GB2194  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GB2194
 GB2194  HORZ ORDER  -  SECOND
 GB2194  VERT ORDER  -  SECOND    CLASS 0
 GB2194
 GB2194.The horizontal coordinates were established by classical geodetic methods
 GB2194.and adjusted by the National Geodetic Survey in April 1999..
 GB2194
 GB2194.The orthometric height was determined by differential leveling
 GB2194.and adjusted by the National Geodetic Survey in June 1991..
 GB2194
 GB2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2194
 GB2194.The geoid height was determined by GEOID03.
 GB2194
 GB2194.The dynamic height is computed by dividing the NAVD 88
 GB2194.geopotential number by the normal gravity value computed on the
 GB2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2194.degrees latitude (g = 980.6199 gals.).
 GB2194
 GB2194.The modeled gravity was interpolated from observed gravity values.
 GB2194
 GB2194;                    North         East     Units Scale Factor Converg.
 GB2194;SPC TN       -   244,711.485   644,119.430   MT  1.00002375   +0 17 18.4
 GB2194;SPC TN       -   802,857.60  2,113,248.50   sFT  1.00002375   +0 17 18.4
 GB2194;SPC KY1Z     - 1,022,731.987 1,521,735.490   MT  1.00017508   +0 08 56.4
 GB2194;SPC KY1Z     - 3,355,413.19  4,992,560.52   sFT  1.00017508   +0 08 56.4
 GB2194;SPC KY S     -   522,728.224   521,732.582   MT  1.00004122   +0 08 49.8
 GB2194;SPC KY S     - 1,714,984.18  1,711,717.65   sFT  1.00004122   +0 08 49.8
 GB2194;UTM  16      - 4,044,647.070   633,616.977   MT  0.99981996   +0 53 19.7
 GB2194
 GB2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2194!SPC TN       -   0.99997516  x   1.00002375  =   0.99999891
 GB2194!SPC KY1Z     -   0.99997516  x   1.00017508  =   1.00015024
 GB2194!SPC KY S     -   0.99997516  x   1.00004122  =   1.00001638
 GB2194!UTM  16      -   0.99997516  x   0.99981996  =   0.99979513
 GB2194
 GB2194|---------------------------------------------------------------------|
 GB2194| PID    Reference Object                     Distance      Geod. Az  |
 GB2194|                                                           dddmmss.s |
 GB2194| GB2195 CELINA RM 1                          13.422 METERS 02309     |
 GB2194| GB2367 CELINA LOT NC 30                    APPROX. 6.4 KM 0292504.9 |
 GB2194| GB2193 CELINA RM 2                          16.807 METERS 18324     |
 GB2194|---------------------------------------------------------------------|
 GB2194
 GB2194                          SUPERSEDED SURVEY CONTROL
 GB2194
 GB2194  NAD 83(1995)-  36 32 16.39534(N)    085 30 26.33882(W) AD(       ) 2
 GB2194  NAD 83(1995)-  36 32 16.40373(N)    085 30 26.34344(W) AD(       ) 2
 GB2194  NAD 83(1986)-  36 32 16.40545(N)    085 30 26.34298(W) AD(       ) 2
 GB2194  NAD 27      -  36 32 16.18418(N)    085 30 26.45159(W) AD(       ) 2
 GB2194  NGVD 29 (??/??/92)  188.860  (m)          619.62   (f) ADJ UNCH    2 0
 GB2194
 GB2194.Superseded values are not recommended for survey control.
 GB2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2194.See file dsdata.txt to determine how the superseded data were derived.
 GB2194
 GB2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3361744647(NAD 83)
 GB2194_MARKER: DE = TRAVERSE STATION DISK
 GB2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2194_STAMPING: CELINA 1966
 GB2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2194+STABILITY: SURFACE MOTION
 GB2194
 GB2194  HISTORY     - Date     Condition        Report By
 GB2194  HISTORY     - 1966     MONUMENTED       TNHD
 GB2194  HISTORY     - 1966     GOOD             TNHD
 GB2194
 GB2194                          STATION DESCRIPTION
 GB2194
 GB2194'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2194'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF CELINA.
 GB2194'
 GB2194'TO REACH THE STATION FROM THE POST OFFICE IN CELINA, GO SOUTHERLY ON
 GB2194'STATE ROUTE 52 AND 53 FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 GB2194'
 GB2194'THE STATION IS 21 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB2194'52 AND 53, 5.6 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN AND
 GB2194'2 FEET EAST OF A WIRE FENCE. THE SURFACE AND UNDERGROUND MARKS ARE
 GB2194'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2194'ARE STAMPED CELINA 1966. THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GB2194'BELOW THE SURFACE. THE SURFACE DISK IS SET IN THE TOP OF AN 8-INCH,
 GB2194'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2194'
 GB2194'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE APPROXIMATE CENTER OF
 GB2194'STATE ROUTE 52 AND 53 AND 2 FEET EAST OF A WIRE FENCE. THE MARK IS A
 GB2194'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2194'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS TAMPED
 GB2194'CELINA RM-1 1966.
 GB2194'
 GB2194'REFERENCE MARK NO. 2 IS 28 FEET SOUTHEAST OF A 36-INCH OAK TREE, 14
 GB2194'FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE 52 AND 53 AND 10
 GB2194'FEET EAST OF A WIRE FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB2194'DEPARTMENT DISK SET IN THE TOP OF AN 8-INCH, SQUARE, FLUSH,
 GB2194'CONCRETE MONUMENT AND THE DISK IS STAMPED CELINA RM-2 1966.
 GB2194'
 GB2194'THE CELINA MUNICIPAL WATER TANK WILL SERVE AS AN AZIMUTH MARK. THE
 GB2194'TANK IS 24 FEET IN DIAMETER WITH AN 18 FOOT WALL AND IS PAINTED
 GB2194'SILVER. THE CAP AT THE TOP WAS THE POINT OBSERVED.
 GB2194'
 GB2194'TO REACH THE TANK FROM THE COURT HOUSE IN CELINA, GO EASTERLY ON
 GB2194'STATE ROUTE 53 FOR 0.3 MILE TO AN INTERSECTION, TURN RIGHT AND GO
 GB2194'0.25 MILE ON A DEAD END STREET TO A GRAVELED DRIVE ON THE LEFT. TURN
 GB2194'LEFT AND GO ABOUT 150 FEET ON THE GRAVELED DRIVE TO A FENCE. THE
 GB2194'TANK IS ON THE SIDE OF A HILL AND ABOUT 300 FEET SOUTH OF THE FENCE.
 GB2194'
 GB2194'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2194'
 GB2194'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2194
 GB2194                          STATION RECOVERY (1966)
 GB2194
 GB2194'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB2194'1 MI SW FROM CELINA.
 GB2194'FROM THE POST OFFICE IN CELINA, GO SOUTHERLY ON STATE ROUTES
 GB2194'52 AND 53 FOR 0.8 MILE TO THE MARK ON THE RIGHT, 21 FEET WEST
 GB2194'OF THE APPROXIMATE CENTER OF STATE ROUTES 52 AND 53, 5.6 FEET
 GB2194'NORTHEAST OF A METAL WITNESS POST AND SIGN, AND 2 FEET EAST OF
 GB2194'A WIRE FENCE.  THE DISK IS SET IN THE TOP OF AN 8-INCH, SQUARE,
 GB2194'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2367 ***********************************************************************
 GB2367  DESIGNATION -  CELINA LOT NC 30
 GB2367  PID         -  GB2367
 GB2367  STATE/COUNTY-  TN/CLAY
 GB2367  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2367
 GB2367                         *CURRENT SURVEY CONTROL
 GB2367  ___________________________________________________________________
 GB2367* NAD 83(1995)-  36 35 18.33000(N)    085 28 19.10926(W)     ADJUSTED  
 GB2367* NAVD 88     -                                                        
 GB2367  ___________________________________________________________________
 GB2367  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GB2367  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GB2367
 GB2367  HORZ ORDER  -  THIRD
 GB2367
 GB2367.The horizontal coordinates were established by classical geodetic methods
 GB2367.and adjusted by the National Geodetic Survey in April 1999..
 GB2367
 GB2367
 GB2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2367
 GB2367.The geoid height was determined by GEOID03.
 GB2367
 GB2367;                    North         East     Units Scale Factor Converg.
 GB2367;SPC TN       -   250,336.203   647,253.937   MT  1.00003497   +0 18 32.9
 GB2367;SPC TN       -   821,311.36  2,123,532.29   sFT  1.00003497   +0 18 32.9
 GB2367;SPC KY1Z     - 1,028,349.850 1,524,884.055   MT  1.00015512   +0 10 14.5
 GB2367;SPC KY1Z     - 3,373,844.47  5,002,890.44   sFT  1.00015512   +0 10 14.5
 GB2367;SPC KY S     -   528,345.251   524,880.930   MT  1.00002946   +0 10 07.0
 GB2367;SPC KY S     - 1,733,412.71  1,722,046.85   sFT  1.00002946   +0 10 07.0
 GB2367;UTM  16      - 4,050,303.206   636,691.676   MT  0.99983020   +0 54 39.4
 GB2367
 GB2367                          SUPERSEDED SURVEY CONTROL
 GB2367
 GB2367  NAD 83(1995)-  36 35 18.33063(N)    085 28 19.10949(W) AD(       ) 4
 GB2367  NAD 83(1995)-  36 35 18.33979(N)    085 28 19.11451(W) AD(       ) 4
 GB2367  NAD 83(1986)-  36 35 18.34135(N)    085 28 19.11394(W) AD(       ) 4
 GB2367  NAD 27      -  36 35 18.12395(N)    085 28 19.22490(W) AD(       ) 3
 GB2367
 GB2367.Superseded values are not recommended for survey control.
 GB2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2367.See file dsdata.txt to determine how the superseded data were derived.
 GB2367
 GB2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3669250303(NAD 83)
 GB2367_MARKER: 57 = LOOKOUT TOWER
 GB2367
 GB2367  HISTORY     - Date     Condition        Report By
 GB2367  HISTORY     - 1966     FIRST OBSERVED   TNHD
 GB2367
 GB2367                          STATION DESCRIPTION
 GB2367
 GB2367'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2367'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF CELINA AND
 GB2367'ABOUT 1 MILE SOUTH OF THE KENTUCKY-TENNESSEE LINE.
 GB2367'
 GB2367'TO REACH THE STATION FROM THE COURT HOUSE IN CELINA, GO EASTERLY ON
 GB2367'STATE ROUTE 53 FOR 1.4 MILES TO A BRIDGE CROSSING THE OBEY RIVER,
 GB2367'CONTINUE EASTERLY AND NORTHERLY ON STATE ROUTE 53 FOR 3.3 MILES TO A
 GB2367'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 1.9 MILES TO A SIDE ROAD
 GB2367'ON THE RIGHT AND A SIGN, FIRE TOWER.  TURN RIGHT AND GO ABOUT 1.5
 GB2367'MILES TO THE TOWER.
 GB2367'
 GB2367'THE TOWER IS A FOUR-LEGGED, STEEL STRUCTURE WITH A METAL CAB AT THE
 GB2367'TOP.  IT IS PAINTED SILVER AND HAS AN OVERALL HEIGHT OF ABOUT 80
 GB2367'FEET.  THE APEX OF THE CAB WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2195 ***********************************************************************
 GB2195  DESIGNATION -  CELINA RM 1
 GB2195  PID         -  GB2195
 GB2195  STATE/COUNTY-  TN/CLAY
 GB2195  USGS QUAD   -  CELINA (1981)
 GB2195
 GB2195                         *CURRENT SURVEY CONTROL
 GB2195  ___________________________________________________________________
 GB2195* NAD 83(1986)-  36 32 16.     (N)    085 30 26.     (W)     SCALED    
 GB2195* NAVD 88     -       187.557  (meters)     615.34   (feet)  ADJUSTED  
 GB2195  ___________________________________________________________________
 GB2195  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2195  DYNAMIC HT  -         187.397 (meters)     614.82  (feet)  COMP
 GB2195  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GB2195
 GB2195  VERT ORDER  -  SECOND    CLASS 0
 GB2195
 GB2195.The horizontal coordinates were scaled from a topographic map and have
 GB2195.an estimated accuracy of +/- 6 seconds.
 GB2195
 GB2195.The orthometric height was determined by differential leveling
 GB2195.and adjusted by the National Geodetic Survey in June 1991..
 GB2195
 GB2195.The geoid height was determined by GEOID03.
 GB2195
 GB2195.The dynamic height is computed by dividing the NAVD 88
 GB2195.geopotential number by the normal gravity value computed on the
 GB2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2195.degrees latitude (g = 980.6199 gals.).
 GB2195
 GB2195.The modeled gravity was interpolated from observed gravity values.
 GB2195
 GB2195;                    North         East    Units  Estimated Accuracy
 GB2195;SPC TN       -   244,700.      644,130.      MT  (+/- 180 meters Scaled)
 GB2195
 GB2195                          SUPERSEDED SURVEY CONTROL
 GB2195
 GB2195  NGVD 29 (??/??/92)  187.666  (m)          615.70   (f) ADJ UNCH    2 0
 GB2195
 GB2195.Superseded values are not recommended for survey control.
 GB2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2195.See file dsdata.txt to determine how the superseded data were derived.
 GB2195
 GB2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF336446(NAD 83)
 GB2195_MARKER: DR = REFERENCE MARK DISK
 GB2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2195_STAMPING: CELINA RM-1 1966
 GB2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2195+STABILITY: SURFACE MOTION
 GB2195
 GB2195  HISTORY     - Date     Condition        Report By
 GB2195  HISTORY     - 1966     MONUMENTED       TNHD
 GB2195
 GB2195                          STATION DESCRIPTION
 GB2195
 GB2195'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB2195'1 MI SW FROM CELINA.
 GB2195'AT THE CELINA 1966 TRAVERSE STATION SITE, 44.03 FEET NORTHEAST
 GB2195'OF THE STATION, 16 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB2195'ROUTES 52 AND 53, AND 2 FEET EAST OF A WIRE FENCE.  THE DISK
 GB2195'IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2193 ***********************************************************************
 GB2193  DESIGNATION -  CELINA RM 2
 GB2193  PID         -  GB2193
 GB2193  STATE/COUNTY-  TN/CLAY
 GB2193  USGS QUAD   -  CELINA (1981)
 GB2193
 GB2193                         *CURRENT SURVEY CONTROL
 GB2193  ___________________________________________________________________
 GB2193* NAD 83(1986)-  36 32 16.     (N)    085 30 26.     (W)     SCALED    
 GB2193* NAVD 88     -       189.794  (meters)     622.68   (feet)  ADJUSTED  
 GB2193  ___________________________________________________________________
 GB2193  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB2193  DYNAMIC HT  -         189.632 (meters)     622.15  (feet)  COMP
 GB2193  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GB2193
 GB2193  VERT ORDER  -  SECOND    CLASS 0
 GB2193
 GB2193.The horizontal coordinates were scaled from a topographic map and have
 GB2193.an estimated accuracy of +/- 6 seconds.
 GB2193
 GB2193.The orthometric height was determined by differential leveling
 GB2193.and adjusted by the National Geodetic Survey in June 1991..
 GB2193
 GB2193.The geoid height was determined by GEOID03.
 GB2193
 GB2193.The dynamic height is computed by dividing the NAVD 88
 GB2193.geopotential number by the normal gravity value computed on the
 GB2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2193.degrees latitude (g = 980.6199 gals.).
 GB2193
 GB2193.The modeled gravity was interpolated from observed gravity values.
 GB2193
 GB2193;                    North         East    Units  Estimated Accuracy
 GB2193;SPC TN       -   244,700.      644,130.      MT  (+/- 180 meters Scaled)
 GB2193
 GB2193                          SUPERSEDED SURVEY CONTROL
 GB2193
 GB2193  NGVD 29 (??/??/92)  189.904  (m)          623.04   (f) ADJ UNCH    2 0
 GB2193
 GB2193.Superseded values are not recommended for survey control.
 GB2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2193.See file dsdata.txt to determine how the superseded data were derived.
 GB2193
 GB2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF336446(NAD 83)
 GB2193_MARKER: DR = REFERENCE MARK DISK
 GB2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2193_STAMPING: CELINA RM-2 1966
 GB2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2193+STABILITY: SURFACE MOTION
 GB2193
 GB2193  HISTORY     - Date     Condition        Report By
 GB2193  HISTORY     - 1966     MONUMENTED       TNHD
 GB2193
 GB2193                          STATION DESCRIPTION
 GB2193
 GB2193'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB2193'1 MI SW FROM CELINA.
 GB2193'AT THE CELINA 1966 TRAVERSE STATION SITE, 55.13 FEET SOUTH OF
 GB2193'THE STATION, 28 FEET SOUTHEAST OF A 36-INCH OAK TREE, 14 FEET
 GB2193'WEST OF THE APPROXIMATE CENTER OF STATE ROUTES 52 AND 53, AND
 GB2193'10 FEET EAST OF A WIRE FENCE.  THE DISK IS SET IN THE TOP OF AN
 GB2193'8-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2368 ***********************************************************************
 GB2368  DESIGNATION -  CELINA USE FM RADIO MAST
 GB2368  PID         -  GB2368
 GB2368  STATE/COUNTY-  TN/CLAY
 GB2368  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2368
 GB2368                         *CURRENT SURVEY CONTROL
 GB2368  ___________________________________________________________________
 GB2368* NAD 83(1995)-  36 32 05.02828(N)    085 27 13.17309(W)     ADJUSTED  
 GB2368* NAVD 88     -                                                        
 GB2368  ___________________________________________________________________
 GB2368  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GB2368  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB2368
 GB2368  HORZ ORDER  -  THIRD
 GB2368
 GB2368.The horizontal coordinates were established by classical geodetic methods
 GB2368.and adjusted by the National Geodetic Survey in April 1999..
 GB2368
 GB2368
 GB2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2368
 GB2368.The geoid height was determined by GEOID03.
 GB2368
 GB2368;                    North         East     Units Scale Factor Converg.
 GB2368;SPC TN       -   244,386.625   648,926.281   MT  1.00002307   +0 19 11.5
 GB2368;SPC TN       -   801,791.79  2,129,018.97   sFT  1.00002307   +0 19 11.5
 GB2368;SPC KY1Z     - 1,022,395.442 1,526,542.273   MT  1.00017635   +0 10 55.0
 GB2368;SPC KY1Z     - 3,354,309.05  5,008,330.77   sFT  1.00017635   +0 10 55.0
 GB2368;SPC KY S     -   522,391.554   526,538.708   MT  1.00004198   +0 10 47.0
 GB2368;SPC KY S     - 1,713,879.62  1,727,485.74   sFT  1.00004198   +0 10 47.0
 GB2368;UTM  16      - 4,044,372.668   638,426.029   MT  0.99983608   +0 55 14.5
 GB2368
 GB2368                          SUPERSEDED SURVEY CONTROL
 GB2368
 GB2368  NAD 83(1995)-  36 32 05.02884(N)    085 27 13.17359(W) AD(       ) 4
 GB2368  NAD 83(1995)-  36 32 05.03764(N)    085 27 13.17762(W) AD(       ) 4
 GB2368  NAD 83(1986)-  36 32 05.03920(N)    085 27 13.17745(W) AD(       ) 4
 GB2368  NAD 27      -  36 32 04.81593(N)    085 27 13.29344(W) AD(       ) 3
 GB2368
 GB2368.Superseded values are not recommended for survey control.
 GB2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2368.See file dsdata.txt to determine how the superseded data were derived.
 GB2368
 GB2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3842644373(NAD 83)
 GB2368_MARKER: 42 = RADIO/TV MAST
 GB2368
 GB2368  HISTORY     - Date     Condition        Report By
 GB2368  HISTORY     - 1966     FIRST OBSERVED   TNHD
 GB2368
 GB2368                          STATION DESCRIPTION
 GB2368
 GB2368'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2368'THE STATION IS LOCATED ABOUT 3 MILES EAST OF CELINA.
 GB2368'
 GB2368'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND STATE
 GB2368'ROUTE 53 ABOUT 2 MILES SOUTH OF CELINA, GO EASTERLY ON STATE ROUTE
 GB2368'52 FOR 2.9 MILES TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO 1.9
 GB2368'MILES ON THE PAVED ROAD TO A SIDE ROAD AND A WIRE GATE ON THE
 GB2368'LEFT.  TURN LEFT, PASS THROUGH THE GATE AND FOLLOW THE ROAD FOR 0.3
 GB2368'MILE TO THE MAST.
 GB2368'
 GB2368'THE MAST IS A STEEL STRUCTURE PAINTED ALTERNATELY RED AND WHITE AND
 GB2368'HAS AN OVERALL HEIGHT OF ABOUT 250 FEET.
 GB2368'
 GB2368'THE FLASHING RED LIGHT AT THE TOP WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2653 ***********************************************************************
 FB2653  DESIGNATION -  CENT
 FB2653  PID         -  FB2653
 FB2653  STATE/COUNTY-  TN/KNOX
 FB2653  USGS QUAD   -  KNOXVILLE (1978)
 FB2653
 FB2653                         *CURRENT SURVEY CONTROL
 FB2653  ___________________________________________________________________
 FB2653* NAD 83(1995)-  35 58 25.60262(N)    083 55 15.45116(W)     ADJUSTED  
 FB2653* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 FB2653  ___________________________________________________________________
 FB2653  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FB2653  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2653
 FB2653  HORZ ORDER  -  SECOND
 FB2653
 FB2653.The horizontal coordinates were established by classical geodetic methods
 FB2653.and adjusted by the National Geodetic Survey in April 1999..
 FB2653
 FB2653.The orthometric height was scaled from a topographic map.
 FB2653
 FB2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2653
 FB2653.The geoid height was determined by GEOID03.
 FB2653
 FB2653;                    North         East     Units Scale Factor Converg.
 FB2653;SPC TN       -   183,997.640   787,492.848   MT  0.99995136   +1 13 01.8
 FB2653;SPC TN       -   603,665.59  2,583,632.79   sFT  0.99995136   +1 13 01.8
 FB2653;UTM  17      - 3,984,985.801   236,618.167   MT  1.00045486   -1 43 00.5
 FB2653;UTM  16      - 3,985,424.753   777,640.269   MT  1.00054994   +1 48 35.4
 FB2653
 FB2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2653!SPC TN       -   0.99996043  x   0.99995136  =   0.99991179
 FB2653!UTM  17      -   0.99996043  x   1.00045486  =   1.00041527
 FB2653!UTM  16      -   0.99996043  x   1.00054994  =   1.00051035
 FB2653
 FB2653                          SUPERSEDED SURVEY CONTROL
 FB2653
 FB2653  NAD 83(1995)-  35 58 25.61068(N)    083 55 15.44862(W) AD(       ) 2
 FB2653  NAD 83(1986)-  35 58 25.61631(N)    083 55 15.44697(W) AD(       ) 2
 FB2653  NAD 27      -  35 58 25.31790(N)    083 55 15.78840(W) AD(       ) 2
 FB2653
 FB2653.Superseded values are not recommended for survey control.
 FB2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2653.See file dsdata.txt to determine how the superseded data were derived.
 FB2653
 FB2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3661884986(NAD 83)
 FB2653_MARKER: DS = TRIANGULATION STATION DISK
 FB2653_SETTING: 0 = UNSPECIFIED SETTING
 FB2653_MARK LOGO: CGS   
 FB2653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2653
 FB2653  HISTORY     - Date     Condition        Report By
 FB2653  HISTORY     - 1960     MONUMENTED       CGS
 FB2653  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB2653
 FB2653                          STATION DESCRIPTION
 FB2653
 FB2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2653'THE STATION IS LOCATED AT 104 FIFTH AVENUE NE., IN KNOXVILLE.
 FB2653'
 FB2653'THE STATION MARK IS A COPPER DISK, SECURED BY A LARGE COPPER NAIL,
 FB2653'STAMPED CENT 1960, CEMENTED IN A DRILL HOLE IN A CONCRETE
 FB2653'DRIVE-WAY, FLUSH.  IT IS 47.6 FEET SOUTHWEST OF THE NORTHEAST CORNER
 FB2653'OF BRICK BUILDING NO. 104, 29 FEET SOUTHEAST OF THE CENTER OF
 FB2653'FIFTH AVENUE NE., AND 9.1 FEET NORTH OF THE NORTHWEST CORNER OF
 FB2653'BUILDING NO. 104.
 FB2653
 FB2653                          STATION RECOVERY (2001)
 FB2653
 FB2653'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2653'STATION NOT FOUND.  BELIEVED TO HAVE BEEN COVERED OVER WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7704 ***********************************************************************
 DG7704  CBN         -  This is a Cooperative Base Network Control Station.
 DG7704  DESIGNATION -  CENTER OF POPULATION
 DG7704  PID         -  DG7704
 DG7704  STATE/COUNTY-  TN/RUTHERFORD
 DG7704  USGS QUAD   -  MURFREESBORO (1983)
 DG7704
 DG7704                         *CURRENT SURVEY CONTROL
 DG7704  ___________________________________________________________________
 DG7704* NAD 83(1995)-  35 47 02.49900(N)    086 24 53.97678(W)     ADJUSTED  
 DG7704* NAVD 88     -       191.9    (meters)     630.     (feet)  GPS OBS   
 DG7704  ___________________________________________________________________
 DG7704  X           -     323,913.285 (meters)                     COMP
 DG7704  Y           -  -5,170,043.244 (meters)                     COMP
 DG7704  Z           -   3,708,873.682 (meters)                     COMP
 DG7704  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DG7704  ELLIP HEIGHT-         163.35  (meters)          (08/03/04) GPS OBS
 DG7704  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DG7704
 DG7704  HORZ ORDER  -  A
 DG7704  ELLP ORDER  -  FOURTH    CLASS I
 DG7704
 DG7704.The horizontal coordinates were established by GPS observations
 DG7704.and adjusted by the National Geodetic Survey in August 2004..
 DG7704
 DG7704.The orthometric height was determined by GPS observations and a
 DG7704.high-resolution geoid model.
 DG7704
 DG7704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7704
 DG7704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7704
 DG7704.The ellipsoidal height was determined by GPS observations
 DG7704.and is referenced to NAD 83.
 DG7704
 DG7704.The geoid height was determined by GEOID03.
 DG7704
 DG7704;                    North         East     Units Scale Factor Converg.
 DG7704;SPC TN       -   161,032.536   562,482.929   MT  0.99994878   -0 14 34.6
 DG7704;SPC TN       -   528,320.91  1,845,412.74   sFT  0.99994878   -0 14 34.6
 DG7704;UTM  16      - 3,960,152.202   552,868.920   MT  0.99963444   +0 20 31.5
 DG7704
 DG7704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7704!SPC TN       -   0.99997436  x   0.99994878  =   0.99992314
 DG7704!UTM  16      -   0.99997436  x   0.99963444  =   0.99960881
 DG7704
 DG7704                          SUPERSEDED SURVEY CONTROL
 DG7704
 DG7704.No superseded survey control is available for this station.
 DG7704
 DG7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5286960152(NAD 83)
 DG7704_MARKER: DD = SURVEY DISK
 DG7704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7704_STAMPING: CENTER OF POPULATION
 DG7704_MARK LOGO: TAPS  
 DG7704_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7704+STABILITY: SURFACE MOTION
 DG7704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7704+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7704
 DG7704  HISTORY     - Date     Condition        Report By
 DG7704  HISTORY     - 20031010 MONUMENTED       TAPS
 DG7704
 DG7704                          STATION DESCRIPTION
 DG7704
 DG7704'DESCRIBED BY TENNESSEE ASSOC OF PROF SURV 2003 (BES)
 DG7704'THE STATION IS LOCATED IN RUTHERFORD COUNTY AT THE SOUTHERN BOUNDARY
 DG7704'OF THE CITY OF MURFREESBORO, APPROXIMATELY 2.5 MILES SOUTH OF EXIT 81
 DG7704'(US 231) OF INTERSTATE 24 IN BARFIELD CRESCENT PARK.
 DG7704' 
 DG7704'OWNERSHIP--CITY OF MURFREESBORO PARKS AND RECREATION.
 DG7704' 
 DG7704'TO REACH FROM THE INTERSECTION OF US 231 AND BARFIELD CRESCENT ROAD,
 DG7704'PROCEED WEST OF BARFIELD CRESCENT ROAD FOR 0.9 MILES TO ENTRANCE OF
 DG7704'BARFIELD CRESCENT PARK.  TURN LEFT (SOUTH) FOR 0.2 MILES TO ENTRANCE
 DG7704'TO PARKING LOT ON LEFT.  TURN LEFT AND PROCEED TO WEST GATE ENTRANCE
 DG7704'TO BALL FIELD AND THE MARK ON RIGHT SIDE OF ENTRANCE ON EAST SIDE OF
 DG7704'WALKING PATH.
 DG7704' 
 DG7704'THE STATION IS SET IN CONCRETE, 6 MT SOUTH OF WEASTE RECEPTICLE, 9 MT
 DG7704'SOUTH EAST OF SOUTH HEADWALL OF CULVERT UNDER ENTRANCE TO BALL FIELDS
 DG7704'AND 8 MT SOUTHWEST OF OF SIGN SAYING --RULES AND REGULATIONS--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1301 ***********************************************************************
 FE1301  DESIGNATION -  CENTER POINT
 FE1301  PID         -  FE1301
 FE1301  STATE/COUNTY-  TN/FAYETTE
 FE1301  USGS QUAD   -  GALLAWAY (1981)
 FE1301
 FE1301                         *CURRENT SURVEY CONTROL
 FE1301  ___________________________________________________________________
 FE1301* NAD 83(1995)-  35 19 13.71836(N)    089 34 16.26363(W)     ADJUSTED  
 FE1301* NAVD 88     -        98.394  (meters)     322.81   (feet)  ADJUSTED  
 FE1301  ___________________________________________________________________
 FE1301  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FE1301  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1301  DYNAMIC HT  -          98.306 (meters)     322.53  (feet)  COMP
 FE1301  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FE1301
 FE1301  HORZ ORDER  -  THIRD
 FE1301  VERT ORDER  -  SECOND    CLASS 0
 FE1301
 FE1301.The horizontal coordinates were established by classical geodetic methods
 FE1301.and adjusted by the National Geodetic Survey in April 1999..
 FE1301
 FE1301.The orthometric height was determined by differential leveling
 FE1301.and adjusted by the National Geodetic Survey in June 1991..
 FE1301
 FE1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1301
 FE1301.The geoid height was determined by GEOID03.
 FE1301
 FE1301.The dynamic height is computed by dividing the NAVD 88
 FE1301.geopotential number by the normal gravity value computed on the
 FE1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1301.degrees latitude (g = 980.6199 gals.).
 FE1301
 FE1301.The modeled gravity was interpolated from observed gravity values.
 FE1301
 FE1301;                    North         East     Units Scale Factor Converg.
 FE1301;SPC TN       -   115,447.618   275,345.143   MT  0.99998831   -2 05 26.6
 FE1301;SPC TN       -   378,764.39    903,361.52   sFT  0.99998831   -2 05 26.6
 FE1301;UTM  16      - 3,911,616.994   266,267.404   MT  1.00027331   -1 29 13.9
 FE1301
 FE1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1301!SPC TN       -   0.99998886  x   0.99998831  =   0.99997717
 FE1301!UTM  16      -   0.99998886  x   1.00027331  =   1.00026217
 FE1301
 FE1301|---------------------------------------------------------------------|
 FE1301| PID    Reference Object                     Distance      Geod. Az  |
 FE1301|                                                           dddmmss.s |
 FE1301| FE1299 CENTER POINT RM 1                    28.950 METERS 01027     |
 FE1301| FE1300 CENTER POINT RM 2                     4.946 METERS 08733     |
 FE1301| CG3735 CENTER POINT AZ MK                                 3340702.1 |
 FE1301|---------------------------------------------------------------------|
 FE1301
 FE1301                          SUPERSEDED SURVEY CONTROL
 FE1301
 FE1301  NAD 83(1995)-  35 19 13.72422(N)    089 34 16.26375(W) AD(       ) 3
 FE1301  NAD 83(1995)-  35 19 13.72425(N)    089 34 16.26389(W) AD(       ) 3
 FE1301  NAD 83(1986)-  35 19 13.73015(N)    089 34 16.26417(W) AD(       ) 3
 FE1301  NAD 27      -  35 19 13.42300(N)    089 34 15.98520(W) AD(       ) 3
 FE1301  NGVD 29 (??/??/??)   98.376  (m)          322.76   (f) ADJUSTED    2 0
 FE1301
 FE1301.Superseded values are not recommended for survey control.
 FE1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1301.See file dsdata.txt to determine how the superseded data were derived.
 FE1301
 FE1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6626711617(NAD 83)
 FE1301_MARKER: DS = TRIANGULATION STATION DISK
 FE1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1301+STABILITY: SURFACE MOTION
 FE1301
 FE1301  HISTORY     - Date     Condition        Report By
 FE1301  HISTORY     - 1958     MONUMENTED       CGS
 FE1301  HISTORY     - 1958     GOOD             CGS
 FE1301  HISTORY     - 1961     SEE DESCRIPTION  TNHD
 FE1301
 FE1301                          STATION DESCRIPTION
 FE1301
 FE1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1301'THE STATION IS LOCATED 4 MILES AIRLINE SOUTH OF BRADEN, 2-1/2 MILES
 FE1301'EAST OF GALLAWAY AND 0.15 MILES SOUTH OF THE ABANDONED STORE
 FE1301'IN CENTER POINT NEAR THE EAST EDGE OF A PASTURE. IT IS 18 FEET WEST
 FE1301'OF A CUT BANK AND 17 FEET WEST OF A FENCE. THE MARK IS SET FLUSH
 FE1301'WITH THE SURFACE OF THE GROUND AND IS STAMPED CENTER POINT 1958.
 FE1301'
 FE1301'REFERENCE MARK NO. 1 IS 3 FEET WEST OF A CUT BANK, 2 FEET SOUTH OF A
 FE1301'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE. THE MARK IS SET FLUSH
 FE1301'WITH THE SURFACE OF THE GROUND AND IS STAMPED CENTER POINT NO 1 1958.
 FE1301'
 FE1301'REFERENCE MARK NO. 2 IS 4 FEET WEST OF A CUT BANK AND 1 FOOT WEST OF
 FE1301'A FENCE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE1301'STAMPED CENTER POINT NO 2 1958.
 FE1301'
 FE1301'THE AZIMUTH MARK IS LOCATED ACROSS THE ROAD FROM THE PEELERS GRO. AND
 FE1301'SERVICE STATION.  IT IS 32 FEET NORTH-NORTHEAST OF THE CENTER OF A
 FE1301'GRAVELED ROAD AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 FE1301'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FE1301'CENTER POINT 1958.
 FE1301'
 FE1301'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 FE1301'GALLAWAY GO NORTH ON AN OILED ROAD FOR 0.1 MILE TO A FORK. TAKE THE
 FE1301'RIGHT FORK, NORTHEAST CROSSING THE RAILROAD TRACKS AND GO 2.55 MILES
 FE1301'TO PEELERS GRO. AND SERVICE STATION ON THE RIGHT AND THE AZIMUTH
 FE1301'MARK ON THE LEFT AS DESCRIBED. FROM THE AZIMUTH MARK CONTINUE
 FE1301'STRAIGHT AHEAD ON THE GRAVELED ROAD AND GO 0.1 MILE TO A
 FE1301'REVERSE Y. TURN A SHARP RIGHT, WEST AND GO 0.1 MILE TO THE SOUTHEAST
 FE1301'CORNER OF A CEMETERY AND A WIRE GAP. PASS THROUGH THE WIRE GAP
 FE1301'AND GO 0.1 MILE TO AN OLD ABANDONED HOUSE, THENCE TURN LEFT, EASTERLY
 FE1301'CROSSING A DRAW BELOW 4 WILLOW TREES FOR 0.15 MILE TO THE STATION AS
 FE1301'DESCRIBED.
 FE1301'
 FE1301'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 FE1301
 FE1301                          STATION RECOVERY (1958)
 FE1301
 FE1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1301'4.4 MI E FROM GALLAWAY.
 FE1301'0.2 MILE SOUTH ALONG A PAVED ROAD, FROM L. AND N. RR CROSSING
 FE1301'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1301'FOLLOW SOUTH ALONG A DIRT ROAD FOR 1.9 MILES, THENCE 0.95
 FE1301'MILE NORTH ALONG A DIRT ROAD, 18 FEET WEST OF A CUT BANK AND
 FE1301'17 FEET WEST OF A FENCE, A C AND GS TRIANGULATION STATION MARK
 FE1301'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH
 FE1301'THE SURFACE OF THE GROUND.
 FE1301
 FE1301                          STATION RECOVERY (1961)
 FE1301
 FE1301'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE1301'THE STATION, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 FE1301'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO.  1 WAS
 FE1301'RECOVERED, BUT HAD BEEN DISTURBED AND WAS LOOSE IN THE GROUND. THE
 FE1301'TO-REACH FOR THE STATION IS COMPLETELY ADEQUATE.
 FE1301'
 FE1301'DUE TO CHANGES IN THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, THE
 FE1301'ORIGINAL STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE
 FE1301'MARK NO. 2 WOULD BE DESTROYED BY CONSTRUCTION.
 FE1301'
 FE1301'A NEW STATION, CENTER POINT 2 1961, REFERENCE MARK NO. 3, AND
 FE1301'REFERENCE MARK NO. 4, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY
 FE1301'CONTROL SURVEYS PARTY THIS DATE. SEE THE NEW DESCRIPTION THEREOF. THE
 FE1301'ORIGINAL AZIMUTH MARK CENTER POINT 1958 WAS RETAINED, AND THE
 FE1301'ORIGINAL REFERENCE MARK NO. 1 WAS DUG UP AND RESET AS REFERENCE MARK
 FE1301'NO. 4 AFTER THE ORIGINAL STAMPING WAS EFFACED AND THE DISK
 FE1301'RESTAMPED TO COMPLY WITH THE NEW STATION NAME AND DATE.
 FE1301'
 FE1301'THE NEW STATION WAS ESTABLISHED ON LINE BETWEEN THE OLD STATION AND
 FE1301'THE AZIMUTH MARK.
 FE1301'
 FE1301'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE1301'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARKS, THE
 FE1301'OLD STATION CENTER POINT 1958, AND REFERENCE MARK NO. 2 1958 WERE
 FE1301'DESTROYED, AND THE DISK REMOVED FOR SUBMISSION TO THE COAST
 FE1301'AND GEODETIC SURVEY OFFICE.
 FE1301'
 FE1301'WITH THE EXCEPTION OF THE UNDERGROUND STATION MARK CENTER POINT 1958,
 FE1301'WHICH WAS NOT DISTURBED, THE ORIGINAL STATION CENTER POINT 1958
 FE1301'SHALL BE CONSIDERED NONEXISTENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1302 ***********************************************************************
 FE1302  DESIGNATION -  CENTER POINT 2
 FE1302  PID         -  FE1302
 FE1302  STATE/COUNTY-  TN/FAYETTE
 FE1302  USGS QUAD   -  GALLAWAY (1981)
 FE1302
 FE1302                         *CURRENT SURVEY CONTROL
 FE1302  ___________________________________________________________________
 FE1302* NAD 83(1995)-  35 19 14.53235(N)    089 34 16.74553(W)     ADJUSTED  
 FE1302* NAVD 88     -        98.16   (+/-2cm)     322.0    (feet)  VERTCON   
 FE1302  ___________________________________________________________________
 FE1302  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FE1302  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1302
 FE1302  HORZ ORDER  -  THIRD
 FE1302  VERT ORDER  -  THIRD (See Below)
 FE1302
 FE1302.The horizontal coordinates were established by classical geodetic methods
 FE1302.and adjusted by the National Geodetic Survey in April 1999..
 FE1302.No horizontal observational check was made to the station.
 FE1302
 FE1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1302.The vertical order pertains to the NGVD 29 superseded value.
 FE1302
 FE1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1302
 FE1302.The geoid height was determined by GEOID03.
 FE1302
 FE1302;                    North         East     Units Scale Factor Converg.
 FE1302;SPC TN       -   115,473.131   275,333.895   MT  0.99998828   -2 05 26.8
 FE1302;SPC TN       -   378,848.10    903,324.62   sFT  0.99998828   -2 05 26.8
 FE1302;UTM  16      - 3,911,642.395   266,255.884   MT  1.00027337   -1 29 14.2
 FE1302
 FE1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1302!SPC TN       -   0.99998890  x   0.99998828  =   0.99997718
 FE1302!UTM  16      -   0.99998890  x   1.00027337  =   1.00026226
 FE1302
 FE1302|---------------------------------------------------------------------|
 FE1302| PID    Reference Object                     Distance      Geod. Az  |
 FE1302|                                                           dddmmss.s |
 FE1302| FE1304 CENTER POINT 2 RM 3                  28.122 METERS 03731     |
 FE1302| FE1303 CENTER POINT 2 RM 4                  17.697 METERS 07907     |
 FE1302| FE1301 CENTER POINT                         27.883 METERS 15407     |
 FE1302| CG3735 CENTER POINT AZ MK                                 3340717.5 |
 FE1302|---------------------------------------------------------------------|
 FE1302
 FE1302                          SUPERSEDED SURVEY CONTROL
 FE1302
 FE1302  NAD 83(1995)-  35 19 14.53821(N)    089 34 16.74565(W) AD(       ) 3
 FE1302  NAD 83(1995)-  35 19 14.53824(N)    089 34 16.74579(W) AD(       ) 3
 FE1302  NAD 83(1986)-  35 19 14.54414(N)    089 34 16.74606(W) AD(       ) 3
 FE1302  NAD 27      -  35 19 14.23700(N)    089 34 16.46720(W) AD(       ) 3
 FE1302  NGVD 29 (??/??/??)   98.15   (m)          322.0    (f) RESET       3  
 FE1302
 FE1302.Superseded values are not recommended for survey control.
 FE1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1302.See file dsdata.txt to determine how the superseded data were derived.
 FE1302
 FE1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6625611642(NAD 83)
 FE1302_MARKER: DS = TRIANGULATION STATION DISK
 FE1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1302_STAMPING: CENTER POINT 2 1961
 FE1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1302+STABILITY: SURFACE MOTION
 FE1302
 FE1302  HISTORY     - Date     Condition        Report By
 FE1302  HISTORY     - 1961     MONUMENTED       TNHD
 FE1302  HISTORY     - 1961     GOOD             TNHD
 FE1302
 FE1302                          STATION DESCRIPTION
 FE1302
 FE1302'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 FE1302'THE STATION IS LOCATED ALONG THE NORTH EDGE OF INTERSTATE HIGHWAY 40,
 FE1302'ABOUT 4 MILES SOUTH OF BRADEN, 2-1/2 MILES EAST OF GALLAWAY, AND 0.15
 FE1302'MILE SOUTH OF AN ABANDONED STORE IN THE RURAL COMMUNITY OF CENTER
 FE1302'POINT.
 FE1302'
 FE1302'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF GALLAWAY,
 FE1302'GO NORTH ON AN OILED ROAD FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT
 FE1302'FORK, NORTHEAST, CROSSING THE RAILROAD TRACKS, AND GO 2.55 MILES TO
 FE1302'PEELERS GROCERY AND SERVICE STATION ON THE RIGHT, AND THE AZIMUTH
 FE1302'MARK ON THE LEFT AS DESCRIBED. CONTINUE STRAIGHT AHEAD ON A GRAVELED
 FE1302'ROAD FOR 0.1 MILE TO A REVERSE Y.  HERE TURN SHARP RIGHT, WEST,
 FE1302'AND GO 0.1 MILE TO THE SOUTHEAST CORNER OF A CEMETERY AND A WIRE GATE
 FE1302'ON THE LEFT AT THE NORTHEAST CORNER OF A BARN. TURN LEFT, PASSING
 FE1302'THROUGH THIS WIRE GATE, AND GO SOUTH ON A TRACK ROAD FOR 0.1 MILE,
 FE1302'(EVIDENCE OF AN OLD BUILDING SITE ON THE LEFT). HERE TURN LEFT, EAST,
 FE1302'ACROSS OPEN PASTURE FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 FE1302'
 FE1302'THE STATION MARK IS A STANDARD DISK, STAMPED CENTER POINT 2 1961, SET
 FE1302'IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 FE1302'IT IS 81 FEET WEST OF THE CENTER OF A GRADED ROAD AND 58 FEET WEST OF
 FE1302'A NORTH-SOUTH FENCE.
 FE1302'
 FE1302'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED CENTER POINT 2 NO 3
 FE1302'1961, SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1
 FE1302'INCH. IT IS 23 FEET WEST OF THE CENTER OF A GRADED ROAD AND 3 FEET
 FE1302'WEST OF A NORTH-SOUTH FENCE.
 FE1302'
 FE1302'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED CENTER POINT 2 NO 4
 FE1302'1961, SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1
 FE1302'INCH. IT IS 23 FEET WEST OF THE CENTER OF A GRADED ROAD AND 1 FOOT
 FE1302'WEST OF A NORTH-SOUTH FENCE.
 FE1302'
 FE1302'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CENTER POINT 1958, SET
 FE1302'IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 FE1302'INCHES. IT IS ACROSS THE ROAD FROM THE PELLERS GROCERY AND SERVICE
 FE1302'STATION, 32 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND 3 FEET
 FE1302'SOUTHEAST OF A WHITE WITNESS POST.
 FE1302'
 FE1302'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION CENTER POINT
 FE1302'1958 (NOW DESTROYED) AND CENTER POINT 2 1961 IS 91.48 FT. - 28.883
 FE1302'M.
 FE1302
 FE1302                          STATION RECOVERY (1961)
 FE1302
 FE1302'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE1302'0.2 MI S FROM GALLAWAY.
 FE1302'0.2 MILE SOUTH ALONG A PAVED ROAD, FROM L. AND N. RR CROSSING AT
 FE1302'GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1302'FOLLOW SOUTH ALONG A DIRT ROAD FOR 1.9 MILES, THENCE 0.95 MILE
 FE1302'NORTH ALONG A DIRT ROAD.  THIS MARK IS 81 FT. WEST OF THE
 FE1302'CENTER OF A GRADED ROAD AND 58 FT. WEST OF A NORTH-SOUTH
 FE1302'FENCE, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1304 ***********************************************************************
 FE1304  DESIGNATION -  CENTER POINT 2 RM 3
 FE1304  PID         -  FE1304
 FE1304  STATE/COUNTY-  TN/FAYETTE
 FE1304  USGS QUAD   -  GALLAWAY (1981)
 FE1304
 FE1304                         *CURRENT SURVEY CONTROL
 FE1304  ___________________________________________________________________
 FE1304* NAD 83(1986)-  35 19 13.     (N)    089 34 16.     (W)     SCALED    
 FE1304* NAVD 88     -        98.25   (+/-2cm)     322.3    (feet)  VERTCON   
 FE1304  ___________________________________________________________________
 FE1304  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1304
 FE1304  VERT ORDER  -  THIRD (See Below)
 FE1304
 FE1304.The horizontal coordinates were scaled from a topographic map and have
 FE1304.an estimated accuracy of +/- 6 seconds.
 FE1304
 FE1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1304.The vertical order pertains to the NGVD 29 superseded value.
 FE1304
 FE1304.The geoid height was determined by GEOID03.
 FE1304
 FE1304;                    North         East    Units  Estimated Accuracy
 FE1304;SPC TN       -   115,430.      275,350.      MT  (+/- 180 meters Scaled)
 FE1304
 FE1304                          SUPERSEDED SURVEY CONTROL
 FE1304
 FE1304  NGVD 29 (??/??/??)   98.24   (m)          322.3    (f) RESET       3  
 FE1304
 FE1304.Superseded values are not recommended for survey control.
 FE1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1304.See file dsdata.txt to determine how the superseded data were derived.
 FE1304
 FE1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE662115(NAD 83)
 FE1304_MARKER: DR = REFERENCE MARK DISK
 FE1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1304_STAMPING: CENTER POINT 2 NO 3 1961
 FE1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1304+STABILITY: SURFACE MOTION
 FE1304
 FE1304  HISTORY     - Date     Condition        Report By
 FE1304  HISTORY     - 1961     MONUMENTED       TNHD
 FE1304
 FE1304                          STATION DESCRIPTION
 FE1304
 FE1304'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1304'AT CENTER POINT.
 FE1304'THIS MARK IS LOCATED AT THE CENTER POINT 2 1961 STATION SITE,
 FE1304'23 FT. WEST OF THE CENTER OF A GRADED ROAD AND 3 FT. WEST OF A
 FE1304'NORTH-SOUTH FENCE.  THIS DISK IS SET IN TOP OF A CONCRETE POST
 FE1304'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1303 ***********************************************************************
 FE1303  DESIGNATION -  CENTER POINT 2 RM 4
 FE1303  PID         -  FE1303
 FE1303  STATE/COUNTY-  TN/FAYETTE
 FE1303  USGS QUAD   -  GALLAWAY (1981)
 FE1303
 FE1303                         *CURRENT SURVEY CONTROL
 FE1303  ___________________________________________________________________
 FE1303* NAD 83(1986)-  35 19 15.     (N)    089 34 17.     (W)     SCALED    
 FE1303* NAVD 88     -        98.62   (+/-2cm)     323.6    (feet)  VERTCON   
 FE1303  ___________________________________________________________________
 FE1303  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1303
 FE1303  VERT ORDER  -  THIRD (See Below)
 FE1303
 FE1303.The horizontal coordinates were scaled from a topographic map and have
 FE1303.an estimated accuracy of +/- 6 seconds.
 FE1303
 FE1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1303.The vertical order pertains to the NGVD 29 superseded value.
 FE1303
 FE1303.The geoid height was determined by GEOID03.
 FE1303
 FE1303;                    North         East    Units  Estimated Accuracy
 FE1303;SPC TN       -   115,490.      275,330.      MT  (+/- 180 meters Scaled)
 FE1303
 FE1303                          SUPERSEDED SURVEY CONTROL
 FE1303
 FE1303  NGVD 29 (??/??/??)   98.61   (m)          323.5    (f) RESET       3  
 FE1303
 FE1303.Superseded values are not recommended for survey control.
 FE1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1303.See file dsdata.txt to determine how the superseded data were derived.
 FE1303
 FE1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE662116(NAD 83)
 FE1303_MARKER: DR = REFERENCE MARK DISK
 FE1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1303_STAMPING: CENTER POINT 2 NO 4 1961
 FE1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1303+STABILITY: SURFACE MOTION
 FE1303
 FE1303  HISTORY     - Date     Condition        Report By
 FE1303  HISTORY     - 1961     MONUMENTED       TNHD
 FE1303
 FE1303                          STATION DESCRIPTION
 FE1303
 FE1303'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1303'AT CENTER POINT.
 FE1303'THIS MARK IS LOCATED AT THE CENTER POINT 2 1961 STATION SITE,
 FE1303'23 FT. WEST OF THE CENTER OF A GRADED ROAD AND 1 FT. WEST OF A
 FE1303'NORTH-SOUTH FENCE.  THIS DISK IS SET IN TOP OF A CONCRETE
 FE1303'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1299 ***********************************************************************
 FE1299  DESIGNATION -  CENTER POINT RM 1
 FE1299  PID         -  FE1299
 FE1299  STATE/COUNTY-  TN/FAYETTE
 FE1299  USGS QUAD   -  GALLAWAY (1981)
 FE1299
 FE1299                         *CURRENT SURVEY CONTROL
 FE1299  ___________________________________________________________________
 FE1299* NAD 83(1986)-  35 19 14.     (N)    089 34 16.     (W)     SCALED    
 FE1299* NAVD 88     -        98.613  (meters)     323.53   (feet)  ADJUSTED  
 FE1299  ___________________________________________________________________
 FE1299  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1299  DYNAMIC HT  -          98.525 (meters)     323.24  (feet)  COMP
 FE1299  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FE1299
 FE1299  VERT ORDER  -  SECOND    CLASS 0
 FE1299
 FE1299.The horizontal coordinates were scaled from a topographic map and have
 FE1299.an estimated accuracy of +/- 6 seconds.
 FE1299
 FE1299.The orthometric height was determined by differential leveling
 FE1299.and adjusted by the National Geodetic Survey in June 1991..
 FE1299
 FE1299.The geoid height was determined by GEOID03.
 FE1299
 FE1299.The dynamic height is computed by dividing the NAVD 88
 FE1299.geopotential number by the normal gravity value computed on the
 FE1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1299.degrees latitude (g = 980.6199 gals.).
 FE1299
 FE1299.The modeled gravity was interpolated from observed gravity values.
 FE1299
 FE1299;                    North         East    Units  Estimated Accuracy
 FE1299;SPC TN       -   115,460.      275,350.      MT  (+/- 180 meters Scaled)
 FE1299
 FE1299                          SUPERSEDED SURVEY CONTROL
 FE1299
 FE1299  NGVD 29 (??/??/??)   98.596  (m)          323.48   (f) ADJUSTED    2 0
 FE1299
 FE1299.Superseded values are not recommended for survey control.
 FE1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1299.See file dsdata.txt to determine how the superseded data were derived.
 FE1299
 FE1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE662116(NAD 83)
 FE1299_MARKER: DR = REFERENCE MARK DISK
 FE1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1299+STABILITY: SURFACE MOTION
 FE1299
 FE1299  HISTORY     - Date     Condition        Report By
 FE1299  HISTORY     - 1958     MONUMENTED       CGS
 FE1299  HISTORY     - 1958     GOOD             CGS
 FE1299
 FE1299                          STATION DESCRIPTION
 FE1299
 FE1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1299'4.4 MI E FROM GALLAWAY.
 FE1299'0.2 MILE SOUTH ALONG A PAVED ROAD, FROM L. AND N. RR CROSSING
 FE1299'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1299'FOLLOW SOUTH ALONG A DIRT ROAD FOR 1.9 MILES, THENCE 0.95 MILE
 FE1299'NORTH ALONG A DIRT ROAD, 3 FEET WEST OF A CUT BANK, 2 FEET
 FE1299'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE, A
 FE1299'C AND GS TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A
 FE1299'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1300 ***********************************************************************
 FE1300  DESIGNATION -  CENTER POINT RM 2
 FE1300  PID         -  FE1300
 FE1300  STATE/COUNTY-  TN/FAYETTE
 FE1300  USGS QUAD   -  GALLAWAY (1981)
 FE1300
 FE1300                         *CURRENT SURVEY CONTROL
 FE1300  ___________________________________________________________________
 FE1300* NAD 83(1986)-  35 19 14.     (N)    089 34 17.     (W)     SCALED    
 FE1300* NAVD 88     -        98.760  (meters)     324.02   (feet)  ADJUSTED  
 FE1300  ___________________________________________________________________
 FE1300  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1300  DYNAMIC HT  -          98.672 (meters)     323.73  (feet)  COMP
 FE1300  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 FE1300
 FE1300  VERT ORDER  -  SECOND    CLASS 0
 FE1300
 FE1300.The horizontal coordinates were scaled from a topographic map and have
 FE1300.an estimated accuracy of +/- 6 seconds.
 FE1300
 FE1300.The orthometric height was determined by differential leveling
 FE1300.and adjusted by the National Geodetic Survey in June 1991..
 FE1300
 FE1300.The geoid height was determined by GEOID03.
 FE1300
 FE1300.The dynamic height is computed by dividing the NAVD 88
 FE1300.geopotential number by the normal gravity value computed on the
 FE1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1300.degrees latitude (g = 980.6199 gals.).
 FE1300
 FE1300.The modeled gravity was interpolated from observed gravity values.
 FE1300
 FE1300;                    North         East    Units  Estimated Accuracy
 FE1300;SPC TN       -   115,460.      275,330.      MT  (+/- 180 meters Scaled)
 FE1300
 FE1300                          SUPERSEDED SURVEY CONTROL
 FE1300
 FE1300  NGVD 29 (??/??/??)   98.743  (m)          323.96   (f) ADJUSTED    2 0
 FE1300
 FE1300.Superseded values are not recommended for survey control.
 FE1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1300.See file dsdata.txt to determine how the superseded data were derived.
 FE1300
 FE1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE662116(NAD 83)
 FE1300_MARKER: DR = REFERENCE MARK DISK
 FE1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1300_STAMPING: CENTER POINT NO 2 1958
 FE1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1300+STABILITY: SURFACE MOTION
 FE1300
 FE1300  HISTORY     - Date     Condition        Report By
 FE1300  HISTORY     - 1958     MONUMENTED       CGS
 FE1300  HISTORY     - 1958     GOOD             CGS
 FE1300
 FE1300                          STATION DESCRIPTION
 FE1300
 FE1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1300'4.4 MI E FROM GALLAWAY.
 FE1300'0.2 MILE SOUTH ALONG A GRAVEL ROAD, FROM L. AND N. RR CROSSING
 FE1300'AT GALLAWAY, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, THENCE
 FE1300'FOLLOW SOUTH ALONG A DIRT ROAD FOR 1.9 MILES, THENCE 0.95
 FE1300'MILE NORTH ALONG A DIRT ROAD, 4 FEET WEST OF A CUT BANK AND
 FE1300'1 FOOT WEST OF A FENCE, A C AND GS TRIANGULATION REFERENCE
 FE1300'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS SET
 FE1300'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2388 ***********************************************************************
 FE2388  DESIGNATION -  CENTERVILLE RESET
 FE2388  PID         -  FE2388
 FE2388  STATE/COUNTY-  TN/GIBSON
 FE2388  USGS QUAD   -  MEDINA (1981)
 FE2388
 FE2388                         *CURRENT SURVEY CONTROL
 FE2388  ___________________________________________________________________
 FE2388* NAD 83(1995)-  35 49 31.68289(N)    088 45 39.09730(W)     ADJUSTED  
 FE2388* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 FE2388  ___________________________________________________________________
 FE2388  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FE2388  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2388
 FE2388  HORZ ORDER  -  THIRD
 FE2388
 FE2388.The horizontal coordinates were established by classical geodetic methods
 FE2388.and adjusted by the National Geodetic Survey in April 1999..
 FE2388
 FE2388.The orthometric height was scaled from a topographic map.
 FE2388
 FE2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2388
 FE2388.The geoid height was determined by GEOID03.
 FE2388
 FE2388;                    North         East     Units Scale Factor Converg.
 FE2388;SPC TN       -   169,069.205   350,569.259   MT  0.99994841   -1 36 58.7
 FE2388;SPC TN       -   554,687.88  1,150,159.31   sFT  0.99994841   -1 36 58.7
 FE2388;UTM  16      - 3,966,021.404   340,940.936   MT  0.99991176   -1 01 51.2
 FE2388
 FE2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2388!SPC TN       -   0.99997791  x   0.99994841  =   0.99992632
 FE2388!UTM  16      -   0.99997791  x   0.99991176  =   0.99988967
 FE2388
 FE2388|---------------------------------------------------------------------|
 FE2388| PID    Reference Object                     Distance      Geod. Az  |
 FE2388|                                                           dddmmss.s |
 FE2388| CG3740 CENTERVILLE RM 3                     22.452 METERS 01247     |
 FE2388| CG3738 CENTERVILLE RM 1                     22.420 METERS 13347     |
 FE2388| CG3737 CENTERVILLE AZ MK                                  2060700.6 |
 FE2388| FE2391 MEDINA MUNICIPAL TANK               APPROX. 2.9 KM 2090326.8 |
 FE2388| CG3741 CENTERVILLE RM 4                     21.383 METERS 24210     |
 FE2388| CG3742 CENTERVILLE RM 5                     21.715 METERS 34627     |
 FE2388| CG3739 CENTERVILLE RM 2                     19.624 METERS 35414     |
 FE2388|---------------------------------------------------------------------|
 FE2388
 FE2388                          SUPERSEDED SURVEY CONTROL
 FE2388
 FE2388  NAD 83(1995)-  35 49 31.68663(N)    088 45 39.10210(W) AD(       ) 3
 FE2388  NAD 83(1986)-  35 49 31.69421(N)    088 45 39.09768(W) AD(       ) 3
 FE2388  NAD 27      -  35 49 31.45410(N)    088 45 38.88490(W) AD(       ) 3
 FE2388
 FE2388.Superseded values are not recommended for survey control.
 FE2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2388.See file dsdata.txt to determine how the superseded data were derived.
 FE2388
 FE2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4094166021(NAD 83)
 FE2388_MARKER: DS = TRIANGULATION STATION DISK
 FE2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2388
 FE2388  HISTORY     - Date     Condition        Report By
 FE2388  HISTORY     - 1958     MONUMENTED       CGS
 FE2388  HISTORY     - 1972     GOOD             NGS
 FE2388  HISTORY     - 1974     GOOD             NGS
 FE2388
 FE2388                          STATION DESCRIPTION
 FE2388
 FE2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2388'THE STATION IS ABOUT 6 MILES SOUTH OF MILAN, 2 MILES NORTHEAST OF
 FE2388'MEDINA AND IS ON THE PROPERTY OF MR. OTIS HICKS.  IT IS 18 FEET
 FE2388'EAST OF A WIRE FENCE, 16 FEET NORTHEAST OF A WHITE WITNESS POST, 17
 FE2388'FEET NORTHEAST OF A FENCE CORNER, 67 FEET EAST OF THE
 FE2388'CENTERLINE OF U.S. HIGHWAY 45E, 12 FEET NORTH OF A WIRE FENCE, AND 26
 FE2388'FEET SOUTHWEST OF THE CENTERLINE OF A FARM ROAD EAST. THE
 FE2388'MONUMENT IS FLUSH AND THE DISK IS STAMPED CENTERVILLE 1958.
 FE2388'
 FE2388'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD DEPOT IN THE
 FE2388'TOWN OF MEDINA, GO NORTHEAST ON U.S. HIGHWAY 45E FOR 1.4 MILE
 FE2388'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTHEAST ON HIGHWAY 45E
 FE2388'FOR 0.4 MILE TO THE STATION ON THE RIGHT (EAST) SIDE OF THE
 FE2388'ROAD.
 FE2388'
 FE2388'REFERENCE MARK 1 IS 86 FEET EAST OF THE WHITE WITNESS POST, 85 FEET
 FE2388'EAST OF A FENCE CORNER, 16 FEET SOUTH OF THE CENTERLINE OF A
 FE2388'FARM ROAD, AND 1 FOOT NORTH OF A WIRE FENCE. THE MONUMENT IS FLUSH
 FE2388'AND THE DISK IS STAMPED CENTERVILLE NO 1 1958.
 FE2388'
 FE2388'REFERENCE MARK 2 IS 14 FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD,
 FE2388'33 FEET EAST OF THE CENTERLINE OF U.S.  HIGHWAY 45E AND 6
 FE2388'FEET EAST OF A FENCE CORNER. THE MONUMENT PROJECTS 3 INCHES AND THE
 FE2388'DISK IS STAMPED CENTERVILLE NO 2 1958.
 FE2388'
 FE2388'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 FE2388'45E, 14 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2388'DRIVEWAY, 31 FEET NORTHWEST OF A 24 INCH OAK TREE, 2 FEET NORTHWEST
 FE2388'OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE CORNER.
 FE2388'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CENTERVILLE
 FE2388'1958.
 FE2388'
 FE2388'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2388
 FE2388                          STATION RECOVERY (1972)
 FE2388
 FE2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2388'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FE2388'RECOVERED IN GOOD CONDITION. REFERENCE MARK NO.  2 WAS
 FE2388'DESTROYED SEVERAL YEARS AGO DURING THE LOWERING OF A BANK THAT
 FE2388'OBSTRUCTED VISION OF A T SIDE ROAD TO THE EAST. THE DISK
 FE2388'WAS NOT RECOVERED. A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED THIS
 FE2388'DATE. THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL
 FE2388'ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS. IN
 FE2388'CHECKING THE HORIZONTAL ANGLE OBSERVED THIS DATE BETWEEN
 FE2388'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 AGAINST THE 1958
 FE2388'OBSERVATIONS IT FELL WITHIN THE REQUIRED LIMITS. IN CHECKING THE
 FE2388'HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1 A DISCREPANCY
 FE2388'OF PLUS 0.05 OF A FOOT WAS NOTED.
 FE2388'
 FE2388'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2388'
 FE2388'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF MILAN, 2 MILES
 FE2388'NORTHEAST OF MEDINA, ACROSS U. S. HIGHWAY 45E EAST OF THE
 FE2388'CENTERVILLE CEMETERY, AND ON THE PROPERTY OF MR. OTIS HICKS.
 FE2388'
 FE2388'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 45E AND STATE
 FE2388'ROUTE 152 ABOUT 0.1 OF A MILE NORTH OF THE POST OFFICE IN
 FE2388'MEDINA, GO NORTHERLY ON U. S. HIGHWAY 45E FOR 1.35 MILES TO THE
 FE2388'AZIMUTH MARK ON THE RIGHT AS DESCRIBED. CONTINUE
 FE2388'NORTHERLY ON U. S. HIGHWAY 45E FOR 0.4 OF A MILE TO THE CENTERVILLE
 FE2388'CEMETERY ON THE LEFT AND THE STATION ON THE RIGHT AS
 FE2388'DESCRIBED.
 FE2388'
 FE2388'THE STATION IS 319 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FE2388'GRAVELED ROAD LEADING EAST, 290 FEET SOUTH OF A NORTHWEST
 FE2388'FENCE CORNER POST, 67 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 FE2388'HIGHWAY 45E, 17 FEET NORTH-NORTHEAST OF A T FENCE CORNER
 FE2388'POST, 16 FEET NORTH OF AN EAST-WEST FENCE, 8.5 FEET EAST OF A
 FE2388'NORTH-SOUTH FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 FE2388'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2388'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2388'CENTERVILLE 1958.
 FE2388'
 FE2388'REFERENCE MARK NO. 1 IS 137 FEET EAST OF THE APPROXIMATE CENTER OF U.
 FE2388'S. HIGHWAY 45E, 78 FEET EAST OF THE T FENCE CORNER POST, 1.0
 FE2388'FOOT NORTH OF AN EAST-WEST FENCE, AND AT THE SOUTH EDGE OF A
 FE2388'CULTIVATED FIELD. IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2388'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 FE2388'IS STAMPED CENTERVILLE NO 1 1958.
 FE2388'
 FE2388'REFERENCE MARK NO. 3 IS 246 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FE2388'THE GRAVELED ROAD LEADING EAST, 217 FEET SOUTH OF THE NORTHWEST
 FE2388'FENCE CORNER POST, 87 FEET NORTH OF THE T FENCE CORNER POST, 51 FEET
 FE2388'EAST OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 45E, 1.0
 FE2388'FOOT WEST OF A NORTH-SOUTH FENCE, AND 1.0 FOOT SOUTH OF A METAL
 FE2388'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FE2388'AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 FE2388'DISK IS STAMPED CENTERVILLE 1958 NO 3 1972.
 FE2388'
 FE2388'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2388'REFERENCE MARK NO. 3 IS 128.13 FEET, (39.054) METERS.
 FE2388'
 FE2388'THE AZIMUTH MARK IS ABOUT 0.4 OF A MILE SOUTH-SOUTHWEST OF THE
 FE2388'STATION, 32 FEET NORTHWEST OF A 24-INCH WHITE OAK, 28 FEET
 FE2388'EAST OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 45E, 13 FEET NORTH OF
 FE2388'THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 10 FEET EAST OF
 FE2388'THE DON D. ATCHISON MAILBOX, 1.5 FEET WEST-NORTHWEST OF A SOUTHWEST
 FE2388'FENCE CORNER POST, 1.0 FOOT WEST OF A METAL WITNESS POST AND
 FE2388'SIGN, AND ALONG THE EAST RIGHT-OF-WAY OF THE HIGHWAY. IT IS A
 FE2388'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FE2388'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FE2388'CENTERVILLE 1958.
 FE2388'
 FE2388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.0 MILES
 FE2388'NORTHEAST OF MEDINA.
 FE2388
 FE2388                          STATION RECOVERY (1974)
 FE2388
 FE2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FE2388'THE UNDERGROUND STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD
 FE2388'CONDITION. THE SURFACE STATION MARK AND REFERENCE
 FE2388'MARK 3 WERE FOUND DISTURBED BY GRADING. REFERENCE MARK 1 WAS NOT
 FE2388'FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING. A
 FE2388'NEW SURFACE STATION MARK AND REFERENCE MARKS 4 AND 5 WERE SET. A NEW
 FE2388'DESCRIPTION FOLLOWS-
 FE2388'
 FE2388'THE STATION IS 319 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD
 FE2388'EAST, 67 FEET EAST OF THE CENTERLINE OF U.S.  HIGHWAY 45 E,
 FE2388'ABOUT 200 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE CENTERVILLE
 FE2388'CEMETERY, AND ON THE PROPERTY OF MRS. LOIS AKINS. THE
 FE2388'MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED CENTERVILLE
 FE2388'1958 1974.
 FE2388'
 FE2388'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 FE2388'HIGHWAY 152 AT THE NORTH EDGE OF MEDINA, GO NORTH ON HIGHWAY
 FE2388'45 E FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH
 FE2388'ON THE HIGHWAY FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 FE2388'
 FE2388'REFERENCE MARK 4 IS 1 FOOT NORTH OF A METAL WITNESS POST, 25 FEET
 FE2388'EAST OF THE CENTERLINE OF THE HIGHWAY AND 376 FEET SOUTH OF THE
 FE2388'CENTERLINE OF THE GRAVELED ROAD. THE MONUMENT IS FLUSH AND THE DISK
 FE2388'IS STAMPED CENTERVILLE 1958 NO 4 1974.
 FE2388'
 FE2388'REFERENCE MARK 5 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 23 FEET
 FE2388'EAST OF THE CENTERLINE OF THE HIGHWAY AND 265 FEET SOUTH OF THE
 FE2388'CENTERLINE OF THE ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2388'CENTERVILLE 1958 NO 5 1974.
 FE2388'
 FE2388'THE AZIMUTH MARK IS 32 FEET NORTHWEST OF A 24 INCH OAK TREE, 28 FEET
 FE2388'EAST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET NORTH OF THE
 FE2388'CENTERLINE OF A DRIVEWAY, 2 FEET NORTHWEST OF A FENCE CORNER AND 1
 FE2388'FOOT WEST OF A METAL WITNESS POST. THE MONUMENT IS FLUSH AND
 FE2388'THE DISK IS STAMPED CENTERVILLE 1958.
 FE2388'
 FE2388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES NORTH
 FE2388'OF MEDINA.
 FE2388'
 FE2388'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1528 ***********************************************************************
 FD1528  DESIGNATION -  CENTERVILLE ST FOREST LOT HR 1
 FD1528  PID         -  FD1528
 FD1528  STATE/COUNTY-  TN/HICKMAN
 FD1528  USGS QUAD   -  CENTERVILLE (1987)
 FD1528
 FD1528                         *CURRENT SURVEY CONTROL
 FD1528  ___________________________________________________________________
 FD1528* NAD 83(1995)-  35 48 30.82854(N)    087 28 54.44842(W)     ADJUSTED  
 FD1528* NAVD 88     -                                                        
 FD1528  ___________________________________________________________________
 FD1528  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FD1528  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FD1528
 FD1528  HORZ ORDER  -  THIRD
 FD1528
 FD1528.The horizontal coordinates were established by classical geodetic methods
 FD1528.and adjusted by the National Geodetic Survey in April 1999..
 FD1528
 FD1528
 FD1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1528
 FD1528.The geoid height was determined by GEOID03.
 FD1528
 FD1528;                    North         East     Units Scale Factor Converg.
 FD1528;SPC TN       -   164,689.045   466,086.099   MT  0.99994850   -0 52 03.0
 FD1528;SPC TN       -   540,317.31  1,529,150.81   sFT  0.99994850   -0 52 03.0
 FD1528;UTM  16      - 3,962,822.760   456,472.435   MT  0.99962335   -0 16 54.8
 FD1528
 FD1528                          SUPERSEDED SURVEY CONTROL
 FD1528
 FD1528  NAD 83(1995)-  35 48 30.83052(N)    087 28 54.45176(W) AD(       ) 4
 FD1528  NAD 83(1986)-  35 48 30.83956(N)    087 28 54.45009(W) AD(       ) 4
 FD1528  NAD 27      -  35 48 30.60200(N)    087 28 54.39300(W) AD(       ) 3
 FD1528
 FD1528.Superseded values are not recommended for survey control.
 FD1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1528.See file dsdata.txt to determine how the superseded data were derived.
 FD1528
 FD1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5647262823(NAD 83)
 FD1528_MARKER: 57 = LOOKOUT TOWER
 FD1528
 FD1528  HISTORY     - Date     Condition        Report By
 FD1528  HISTORY     - 1953     FIRST OBSERVED   CGS
 FD1528
 FD1528                          STATION DESCRIPTION
 FD1528
 FD1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1528'STATION IS THE CENTER OF THE TOP OF THE CENTERVILLE STATE FOREST
 FD1528'LOOKOUT TOWER.  IT IS ABOUT
 FD1528'2.5 MILES NORTH OF CENTERVILLE.  IT IS A FOUR LEGGED
 FD1528'STEEL STRUCTURE WITH A GLASSED
 FD1528'IN OBSERVATION PLATFORM ATOP AND IS
 FD1528'ABOUT 80 FEET HIGH.
 FD1528'
 FD1528'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1528'50 IN CENTERVILLE GO
 FD1528'NORTHEAST ON HIGHWAY 100 FOR 0.8 MILE TO A SIDE ROAD
 FD1528'LEFT (HICKMAN SPGS ROAD).  TURN
 FD1528'LEFT AND GO NORTHWEST FOR 0.5 MILE TO
 FD1528'A SIDE ROAD RIGHT, TURN RIGHT FOR 2.3 MILES TO THE
 FD1528'STATION ON THE
 FD1528'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1658 ***********************************************************************
 FD1658  CBN         -  This is a Cooperative Base Network Control Station.
 FD1658  DESIGNATION -  CENTPORT
 FD1658  PID         -  FD1658
 FD1658  STATE/COUNTY-  TN/HICKMAN
 FD1658  USGS QUAD   -  CENTERVILLE (1987)
 FD1658
 FD1658                         *CURRENT SURVEY CONTROL
 FD1658  ___________________________________________________________________
 FD1658* NAD 83(1995)-  35 50 12.99595(N)    087 26 42.97043(W)     ADJUSTED  
 FD1658* NAVD 88     -       230.6    (meters)     757.     (feet)  GPS OBS   
 FD1658  ___________________________________________________________________
 FD1658  X           -     230,747.993 (meters)                     COMP
 FD1658  Y           -  -5,171,631.086 (meters)                     COMP
 FD1658  Z           -   3,713,657.927 (meters)                     COMP
 FD1658  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FD1658  ELLIP HEIGHT-         202.21  (meters)          (08/03/04) GPS OBS
 FD1658  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1658
 FD1658  HORZ ORDER  -  A
 FD1658  ELLP ORDER  -  FOURTH    CLASS I
 FD1658
 FD1658.This mark is at Centerville Airport (GHM)
 FD1658
 FD1658.The horizontal coordinates were established by GPS observations
 FD1658.and adjusted by the National Geodetic Survey in August 2004..
 FD1658
 FD1658.The orthometric height was determined by GPS observations and a
 FD1658.high-resolution geoid model.
 FD1658
 FD1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1658
 FD1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1658
 FD1658.The ellipsoidal height was determined by GPS observations
 FD1658.and is referenced to NAD 83.
 FD1658
 FD1658.The geoid height was determined by GEOID03.
 FD1658
 FD1658;                    North         East     Units Scale Factor Converg.
 FD1658;SPC TN       -   167,788.087   469,432.925   MT  0.99994840   -0 50 46.0
 FD1658;SPC TN       -   550,484.75  1,540,131.19   sFT  0.99994840   -0 50 46.0
 FD1658;UTM  16      - 3,965,954.818   459,786.335   MT  0.99961993   -0 15 38.5
 FD1658
 FD1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1658!SPC TN       -   0.99996826  x   0.99994840  =   0.99991667
 FD1658!UTM  16      -   0.99996826  x   0.99961993  =   0.99958821
 FD1658
 FD1658                          SUPERSEDED SURVEY CONTROL
 FD1658
 FD1658  NAD 83(1995)-  35 50 12.99571(N)    087 26 42.97030(W) AD(       ) 3
 FD1658  ELLIP H (04/12/99)  202.23   (m)                       GP(       ) 4 1
 FD1658  NAD 83(1995)-  35 50 12.99728(N)    087 26 42.97261(W) AD(       ) 3
 FD1658  NGVD 29 (09/17/90)  230.7    (m)          757.     (f) GPS OBS        
 FD1658
 FD1658.Superseded values are not recommended for survey control.
 FD1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1658.See file dsdata.txt to determine how the superseded data were derived.
 FD1658
 FD1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5978665955(NAD 83)
 FD1658_MARKER: I = METAL ROD
 FD1658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1658_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1658_STAMPING: CENTPORT 1987
 FD1658_MARK LOGO: NGS   
 FD1658_MAGNETIC: I = MARKER IS A STEEL ROD
 FD1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1658+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1658
 FD1658  HISTORY     - Date     Condition        Report By
 FD1658  HISTORY     - 1987     MONUMENTED       NGS
 FD1658  HISTORY     - 19890720 GOOD
 FD1658  HISTORY     - 20031010 GOOD             TNDT
 FD1658
 FD1658                          STATION DESCRIPTION
 FD1658
 FD1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1658'5-15 MILES NORTHERLY ALONG STATE HIGHWAYS 48 AND 100 FROM
 FD1658'THE COURTHOUSE IN CENTERVILLE, TO A JUNCTION FOR STATE HIGHWAYS
 FD1658'48 AND 100, THENCE 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 48 TO THE
 FD1658'JUNCTION OF AIRPORT ROAD, THENCE 0.35 MILE SOUTHWEST ALONG AIRPORT
 FD1658'ROAD TO A Y JUNCTION, CONTINUE SOUTHWEST ALONG AIRPORT ROAD FOR 0.15
 FD1658'MILE TO THE OFFICE OF CENTERVILLE MUNICIPAL AIRPORT, THENCE EASTERLY
 FD1658'ACROSS PARKING LOT TO MARK, A 3-D MARK, A STAINLESS STEEL ROD
 FD1658'DRIVEN 18.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3
 FD1658'FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH
 FD1658'LOGO CAP, ---STAMPED CENTPORT 1987, 2 INCHES BELOW GROUND, WITH A
 FD1658'RAILROAD SPIKE IN CONCRETE, 221.0 FEET WEST OF SOUTHWEST CORNER OF
 FD1658'AIRPORT OFFICE, 145.0 FEET WEST OF A STEEL FLAGPOLE, 46.5 FEET
 FD1658'SOUTHEAST EDGE OF RUNWAY, 73.0 FEET NORTHEAST OF NORTHEAST EDGE OF
 FD1658'TAXIWAY CROSSOVER, AND 1.0 FOOT SOUTHWEST OF A FIBERGLASS WITNESS
 FD1658'POST.
 FD1658'
 FD1658'NOTE--  NOTIFY MS DORIS SMITH AT 615 729 2266 OFFICE OR
 FD1658'615 729 4170 AT HOME BEFORE WORKING ON AIRPORT
 FD1658
 FD1658                          STATION RECOVERY (1989)
 FD1658
 FD1658'RECOVERED 1989
 FD1658'RECOVERED IN GOOD CONDITION.
 FD1658
 FD1658                          STATION RECOVERY (2003)
 FD1658
 FD1658'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1659 ***********************************************************************
 FD1659  DESIGNATION -  CENTPORT AZ MK
 FD1659  PID         -  FD1659
 FD1659  STATE/COUNTY-  TN/HICKMAN
 FD1659  USGS QUAD   -  CENTERVILLE (1987)
 FD1659
 FD1659                         *CURRENT SURVEY CONTROL
 FD1659  ___________________________________________________________________
 FD1659* NAD 83(1995)-  35 50 28.86975(N)    087 26 36.76729(W)     ADJUSTED  
 FD1659* NAVD 88     -       232.2    (meters)     762.     (feet)  VERTCON   
 FD1659  ___________________________________________________________________
 FD1659  X           -     230,890.799 (meters)                     COMP
 FD1659  Y           -  -5,171,339.166 (meters)                     COMP
 FD1659  Z           -   3,714,055.428 (meters)                     COMP
 FD1659  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FD1659  ELLIP HEIGHT-         203.70  (meters)          (04/12/99) GPS OBS
 FD1659  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FD1659
 FD1659  HORZ ORDER  -  THIRD
 FD1659  ELLP ORDER  -  FOURTH    CLASS I
 FD1659
 FD1659.This mark is at Centerville Airport (GHM)
 FD1659
 FD1659.The horizontal coordinates were established by GPS observations
 FD1659.and adjusted by the National Geodetic Survey in April 1999..
 FD1659
 FD1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1659
 FD1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1659
 FD1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1659
 FD1659.The ellipsoidal height was determined by GPS observations
 FD1659.and is referenced to NAD 83.
 FD1659
 FD1659.The geoid height was determined by GEOID03.
 FD1659
 FD1659;                    North         East     Units Scale Factor Converg.
 FD1659;SPC TN       -   168,274.959   469,595.796   MT  0.99994841   -0 50 42.4
 FD1659;SPC TN       -   552,082.09  1,540,665.54   sFT  0.99994841   -0 50 42.4
 FD1659;UTM  16      - 3,966,443.168   459,944.171   MT  0.99961977   -0 15 35.0
 FD1659
 FD1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1659!SPC TN       -   0.99996803  x   0.99994841  =   0.99991644
 FD1659!UTM  16      -   0.99996803  x   0.99961977  =   0.99958781
 FD1659
 FD1659                          SUPERSEDED SURVEY CONTROL
 FD1659
 FD1659  NAD 83(1995)-  35 50 28.87133(N)    087 26 36.76962(W) AD(       ) 3
 FD1659  NGVD 29 (09/17/90)  232.2    (m)          762.     (f) GPS OBS        
 FD1659
 FD1659.Superseded values are not recommended for survey control.
 FD1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1659.See file dsdata.txt to determine how the superseded data were derived.
 FD1659
 FD1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5994466443(NAD 83)
 FD1659_MARKER: I = METAL ROD
 FD1659_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FD1659_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1659+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1989
 FD1659
 FD1659  HISTORY     - Date     Condition        Report By
 FD1659  HISTORY     - 1987     MONUMENTED       NGS
 FD1659  HISTORY     - 19890720 GOOD
 FD1659
 FD1659                          STATION DESCRIPTION
 FD1659
 FD1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1659'5-15 MILES NORTHERLY ALONG STATE HIGHWAYS 48 AND 100 FROM THE
 FD1659'COURT HOUSE IN CENTERVILLE TO A Y JUNCTION FOR STATE HIGHWAYS 48 AND
 FD1659'100, THENCE 0.65 NORTHWEST ALONG STATE HIGHWAY 48 TO THE JUNCTION OF
 FD1659'AIRPORT ROAD, THENCE 0.35 MILE SOUTHWEST ALONG AIRPORT ROAD TO A Y
 FD1659'JUNCTION CONTINUE SOUTHWEST ALONG AIRPORT ROAD FOR 0.15 MILE TO THE
 FD1659'OFFICE OF THE CENTERVILLE MUNICIPAL AIRPORT, THENCE 0.05 MILE WESTERLY
 FD1659'ALONG TAXIWAY TO JUNCTION OF RUNWAY, THENCE 0.35 MILE NORTHEAST ALONG
 FD1659'EASTERLY SIDE OF RUNWAY TO THE MARK AT THE MOST NORTHERLY ONE OF TWO
 FD1659'VASI, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 16.5 FEET TO
 FD1659'REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED
 FD1659'1 INCH PVC PIPE, ENCASED IN 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED
 FD1659'CENTPORT AZ MK 1987, 1 INCH BELOW GROUND WITH RAILROAD SPIKE IN
 FD1659'CONCRETE, 31.0 FEET SOUTHEAST EDGE OF RUNWAY, 19.3 FEET WEST OF CENTER
 FD1659'OF CONCRETE BASE FOR THE NORTHERN VAGI, AND 1.0 FOOT SOUTHWEST OF A
 FD1659'FIBERGLASS WITNESS POST.
 FD1659
 FD1659                          STATION RECOVERY (1989)
 FD1659
 FD1659'RECOVERED 1989
 FD1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0714 ***********************************************************************
 GC0714  DESIGNATION -  CENTRAL
 GC0714  PID         -  GC0714
 GC0714  STATE/COUNTY-  TN/WILSON
 GC0714  USGS QUAD   -  HERMITAGE (1983)
 GC0714
 GC0714                         *CURRENT SURVEY CONTROL
 GC0714  ___________________________________________________________________
 GC0714* NAD 83(1995)-  36 10 12.07207(N)    086 32 20.45788(W)     ADJUSTED  
 GC0714* NAVD 88     -       203.971  (meters)     669.19   (feet)  ADJUSTED  
 GC0714  ___________________________________________________________________
 GC0714  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 GC0714  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0714  DYNAMIC HT  -         203.799 (meters)     668.63  (feet)  COMP
 GC0714  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GC0714
 GC0714  HORZ ORDER  -  SECOND
 GC0714  VERT ORDER  -  SECOND    CLASS 0
 GC0714
 GC0714.The horizontal coordinates were established by classical geodetic methods
 GC0714.and adjusted by the National Geodetic Survey in April 1999..
 GC0714
 GC0714.The orthometric height was determined by differential leveling
 GC0714.and adjusted by the National Geodetic Survey in June 1991..
 GC0714
 GC0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0714
 GC0714.The geoid height was determined by GEOID03.
 GC0714
 GC0714.The dynamic height is computed by dividing the NAVD 88
 GC0714.geopotential number by the normal gravity value computed on the
 GC0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0714.degrees latitude (g = 980.6199 gals.).
 GC0714
 GC0714.The modeled gravity was interpolated from observed gravity values.
 GC0714
 GC0714;                    North         East     Units Scale Factor Converg.
 GC0714;SPC TN       -   203,913.718   551,506.772   MT  0.99996554   -0 18 56.0
 GC0714;SPC TN       -   669,006.92  1,809,401.80   sFT  0.99996554   -0 18 56.0
 GC0714;UTM  16      - 4,002,904.858   541,458.158   MT  0.99962118   +0 16 19.4
 GC0714
 GC0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0714!SPC TN       -   0.99997257  x   0.99996554  =   0.99993811
 GC0714!UTM  16      -   0.99997257  x   0.99962118  =   0.99959376
 GC0714
 GC0714|---------------------------------------------------------------------|
 GC0714| PID    Reference Object                     Distance      Geod. Az  |
 GC0714|                                                           dddmmss.s |
 GC0714| GC0715 CENTRAL RM 1                          7.678 METERS 00910     |
 GC0714| GC0713 CENTRAL RM 2                         21.900 METERS 22529     |
 GC0714| CG5070 CENTRAL AZ MK                                      2451513.7 |
 GC0714|---------------------------------------------------------------------|
 GC0714
 GC0714                          SUPERSEDED SURVEY CONTROL
 GC0714
 GC0714  NAD 83(1995)-  36 10 12.07469(N)    086 32 20.46023(W) AD(       ) 2
 GC0714  NAD 83(1995)-  36 10 12.07695(N)    086 32 20.46081(W) AD(       ) 2
 GC0714  NAD 83(1986)-  36 10 12.08226(N)    086 32 20.46053(W) AD(       ) 2
 GC0714  NAD 27      -  36 10 11.88180(N)    086 32 20.47910(W) AD(       ) 2
 GC0714  NGVD 29 (??/??/92)  204.014  (m)          669.34   (f) ADJ UNCH    2 0
 GC0714
 GC0714.Superseded values are not recommended for survey control.
 GC0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0714.See file dsdata.txt to determine how the superseded data were derived.
 GC0714
 GC0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4145802905(NAD 83)
 GC0714_MARKER: DE = TRAVERSE STATION DISK
 GC0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0714_STAMPING: CENTRAL 1960
 GC0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0714+STABILITY: SURFACE MOTION
 GC0714
 GC0714  HISTORY     - Date     Condition        Report By
 GC0714  HISTORY     - 1960     MONUMENTED       CGS
 GC0714  HISTORY     - 1960     GOOD             CGS
 GC0714
 GC0714                          STATION DESCRIPTION
 GC0714
 GC0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0714'THE STATION IS LOCATED ON THE PROPERTY OF MR. J.G. HIGHT, ABOUT 7
 GC0714'MILES EAST OF DONELSON, ABOUT 2 MILES SOUTHWEST OF MOUNT JULIET,
 GC0714'AND ON A SMALL BARE KNOLL.
 GC0714'
 GC0714'TO REACH THE STATION FROM THE POST OFFICE IN DONELSON, GO EAST AND
 GC0714'NORTHEAST ON U.S. HIGHWAY 70N FOR 2.5 MILES TO CENTRAL PIKE
 GC0714'ROAD ON THE RIGHT, JUST AFTER CROSSING STONES RIVER. TURN RIGHT,
 GC0714'SOUTHEAST, AND GO 1.3 MILES TO A CROSSROAD, AND THE
 GC0714'HERMITAGE POST OFFICE ON THE RIGHT. PROCEED EASTERLY ON CENTRAL PIKE
 GC0714'ROAD FOR 4.1 MILES TO A WHITE FRAME HOUSE ON THE LEFT, AND THE
 GC0714'GATE INTO THE PASTURE AT THE SOUTHEAST CORNER OF FARM YARD. TURN
 GC0714'LEFT, NORTH, PASSING THROUGH GATE, TO THE AZIMUTH MARK. GO EAST,
 GC0714'NORTH, AND EAST, FOLLOWING THE WIRE FENCE FOR 0.2 MILE TO THE
 GC0714'STATION.
 GC0714'
 GC0714'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 GC0714'MONUMENT, STAMPED CENTRAL 1960, AND SET FLUSH. IT IS 61 FEET
 GC0714'NORTH OF A FENCE CORNER POST, 2.7 FEET NORTHWEST OF A WITNESS SIGN,
 GC0714'AND 2 FEET WEST OF A WIRE FENCE.
 GC0714'
 GC0714'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0714'STAMPED CENTRAL NO. 1 1960, AND SET FLUSH. IT IS 27.4 FEET NORTH
 GC0714'OF A WITNESS SIGN AND 1 FOOT WEST OF A WIRE FENCE.
 GC0714'
 GC0714'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0714'STAMPED CENTRAL NO. 2 1960, AND SET FLUSH. IT IS 71.2 FEET
 GC0714'SOUTHWEST OF A WITNESS SIGN, 46 FEET WEST OF A FENCE CORNER POST, AND
 GC0714'JUST NORTH OF A EAST-WEST WIRE FENCE.
 GC0714'
 GC0714'THE AZIMUTH MARK IS A TENNESSEE DIVISION OF GEOLOGY W.P.A STATION
 GC0714'DISK, SET IN A 6-INCH SQUARE CONCRETE MONUMENT, STAMPED 95 113
 GC0714'28, AND SET FLUSH. IT IS 62 FEET NORTH OF THE CENTER OF CENTRAL PIKE
 GC0714'ROAD, 42 FEET NORTH OF A WIRE FENCE, 38 FEET EAST OF A WIRE
 GC0714'FENCE, AND 12 FEET NORTHEAST OF A POWER LINE POLE.
 GC0714'
 GC0714'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GC0714
 GC0714                          STATION RECOVERY (1960)
 GC0714
 GC0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0714'4.1 MI S FROM MT JULIET.
 GC0714'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0714'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0714'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILES
 GC0714'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON A GRAVELED
 GC0714'ROAD, THEN 0.1 MILE WEST ON CENTRAL PIKE, THEN ABOUT 0.15 MILE
 GC0714'NORTH TO THE CREST OF A SMALL HILL.  THE STATION MARK IS 61 FT.
 GC0714'NORTH OF A FENCE CORNER POST, 2.7 FT. NORTHWEST OF A WITNESS
 GC0714'SIGN, AND 2 FT. WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF
 GC0714'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2654 ***********************************************************************
 FB2654  DESIGNATION -  CENTRAL
 FB2654  PID         -  FB2654
 FB2654  STATE/COUNTY-  TN/KNOX
 FB2654  USGS QUAD   -  KNOXVILLE (1978)
 FB2654
 FB2654                         *CURRENT SURVEY CONTROL
 FB2654  ___________________________________________________________________
 FB2654* NAD 83(1995)-  35 58 26.91858(N)    083 55 16.62571(W)     ADJUSTED  
 FB2654* NAVD 88     -       302.8    (meters)     993.     (feet)  VERTCON   
 FB2654  ___________________________________________________________________
 FB2654  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FB2654  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2654
 FB2654  HORZ ORDER  -  SECOND
 FB2654
 FB2654.The horizontal coordinates were established by classical geodetic methods
 FB2654.and adjusted by the National Geodetic Survey in April 1999..
 FB2654
 FB2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2654
 FB2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2654
 FB2654.The geoid height was determined by GEOID03.
 FB2654
 FB2654;                    North         East     Units Scale Factor Converg.
 FB2654;SPC TN       -   184,037.564   787,462.567   MT  0.99995138   +1 13 01.1
 FB2654;SPC TN       -   603,796.57  2,583,533.44   sFT  0.99995138   +1 13 01.1
 FB2654;UTM  17      - 3,985,027.244   236,589.956   MT  1.00045504   -1 43 01.2
 FB2654;UTM  16      - 3,985,464.385   777,609.559   MT  1.00054973   +1 48 34.8
 FB2654
 FB2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2654!SPC TN       -   0.99995730  x   0.99995138  =   0.99990869
 FB2654!UTM  17      -   0.99995730  x   1.00045504  =   1.00041233
 FB2654!UTM  16      -   0.99995730  x   1.00054973  =   1.00050701
 FB2654
 FB2654:                Primary Azimuth Mark                     Grid Az
 FB2654:SPC TN       -  KNOXVILLE IMM CONCEPTION CH              181 33 16.9
 FB2654:UTM  17      -  KNOXVILLE IMM CONCEPTION CH              184 29 19.2
 FB2654:UTM  16      -  KNOXVILLE IMM CONCEPTION CH              180 57 43.2
 FB2654
 FB2654|---------------------------------------------------------------------|
 FB2654| PID    Reference Object                     Distance      Geod. Az  |
 FB2654|                                                           dddmmss.s |
 FB2654| FB2659 KNOXVILLE IMM CONCEPTION CH         APPROX. 0.8 KM 1824618.0 |
 FB2654| CZ4747 CENTRAL RM 1                          3.542 METERS 20515     |
 FB2654| FB2661 KNOXVILLE RADIO STA WKGN MAST       APPROX. 2.9 KM 2374023.2 |
 FB2654| CZ4748 CENTRAL RM 2                         18.074 METERS 26911     |
 FB2654|---------------------------------------------------------------------|
 FB2654
 FB2654                          SUPERSEDED SURVEY CONTROL
 FB2654
 FB2654  NAD 83(1995)-  35 58 26.92663(N)    083 55 16.62318(W) AD(       ) 2
 FB2654  NAD 83(1986)-  35 58 26.93220(N)    083 55 16.62147(W) AD(       ) 2
 FB2654  NAD 27      -  35 58 26.63390(N)    083 55 16.96280(W) AD(       ) 2
 FB2654  NGVD 29 (07/19/86)  302.9    (m)          994.     (f) VERT ANG       
 FB2654
 FB2654.Superseded values are not recommended for survey control.
 FB2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2654.See file dsdata.txt to determine how the superseded data were derived.
 FB2654
 FB2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3659085027(NAD 83)
 FB2654_MARKER: DS = TRIANGULATION STATION DISK
 FB2654_SETTING: 0 = UNSPECIFIED SETTING
 FB2654
 FB2654  HISTORY     - Date     Condition        Report By
 FB2654  HISTORY     - 1960     MONUMENTED       CGS
 FB2654  HISTORY     - 1980     MARK NOT FOUND   NGS
 FB2654
 FB2654                          STATION DESCRIPTION
 FB2654
 FB2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2654'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF DOWNTOWN KNOXVILLE, ON
 FB2654'THE ROOF OF THE KNOXVILLE BOARD OF EDUCATION BUILDING, IN THE
 FB2654'NORTHEAST ANGLE OF THE INTERSECTION OF CENTRAL AVENUE AND 5TH AVENUE
 FB2654'NE.
 FB2654'
 FB2654'THE MARK IS 42.2 FEET EAST OF THE SOUTHWEST CORNER OF THE ROOF, 8.6
 FB2654'FEET WEST OF A BRICK FIRE WALL, AND 2.0 FEET NORTH OF THE SOUTH
 FB2654'FIRE WALL.  IT IS A 3/8-INCH, COPPER NAIL DRIVEN THROUGH A COPPER
 FB2654'DISK INTO THE PLANKING OF THE BUILDING ROOF.  THE ROOF HAS A
 FB2654'BUILT-UP, FELT AND ASPHALT SEAL OVER THE PLANKING AND THE MARK IS
 FB2654'FLUSH WITH THIS ASPHALT BASE.  THE
 FB2654'CENTER OF THE HEAD OF THE NAIL IS MARKED BY A PUNCH MARK AND THE DISK
 FB2654'THROUGH WHICH IT IS DRIVEN IS STAMPED CENTRAL 1960.
 FB2654'
 FB2654'REFERENCE MARK NO. 1 IS 3/8-INCH, COPPER NAIL DRIVEN THROUGH A COPPER
 FB2654'DISK AND CEMENTED IN A DRILL HOLE IN THE CAPSTONE OF THE SOUTH FIRE
 FB2654'WALL.  THE CENTER OF THE HEAD OF THE NAIL IS MARKED WITH A CROSS AND
 FB2654'THE DISK THROUGH WHICH IT IS DRIVED IS STAMPED CENTRAL NO 1 1960.
 FB2654'
 FB2654'REFERENCE MARK NO. 2 IS 3/8-INCH, COPPER NAIL DRIVEN THROUGH A COPPER
 FB2654'DISK AND CEMENTED IN A DRILL HOLE IN THE CAPSTONE OF THE WEST FIRE
 FB2654'WALL.  THE CENTER OF THE HEAD OF THE NAIL IS MARKED WITH A CROSS AND
 FB2654'THE DISK THROUGH WHICH IT IS DRIVEN IS STAMPED CENTRAL NO 2 1960.
 FB2654'
 FB2654'THE KNOXVILLE, IMMACULATE CONCEPTION CHURCH SPIRE WILL SERVE AS AN
 FB2654'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FB2654
 FB2654                          STATION RECOVERY (1980)
 FB2654
 FB2654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FB2654'A SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND.  THE ROOF IS NOW
 FB2654'BEING COMPLETELY REBUILT AND THE CAPSTONE HAS BEEN COVERED BY TAR
 FB2654'AND ROOFING WHERE THE REFERENCE MARKS WERE SET.  THIS STATION
 FB2654'SHOULD BE CONSIDERED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2405 ***********************************************************************
 FE2405  DESIGNATION -  CENTRAL
 FE2405  PID         -  FE2405
 FE2405  STATE/COUNTY-  TN/GIBSON
 FE2405  USGS QUAD   -  BRAZIL (1964)
 FE2405
 FE2405                         *CURRENT SURVEY CONTROL
 FE2405  ___________________________________________________________________
 FE2405* NAD 83(1995)-  35 59 05.23077(N)    089 05 59.66162(W)     ADJUSTED  
 FE2405* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 FE2405  ___________________________________________________________________
 FE2405  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FE2405  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE2405
 FE2405  HORZ ORDER  -  SECOND
 FE2405
 FE2405.The horizontal coordinates were established by classical geodetic methods
 FE2405.and adjusted by the National Geodetic Survey in April 1999..
 FE2405
 FE2405.The orthometric height was scaled from a topographic map.
 FE2405
 FE2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2405
 FE2405.The geoid height was determined by GEOID03.
 FE2405
 FE2405;                    North         East     Units Scale Factor Converg.
 FE2405;SPC TN       -   187,654.177   320,507.570   MT  0.99995185   -1 48 53.3
 FE2405;SPC TN       -   615,662.08  1,051,531.92   sFT  0.99995185   -1 48 53.3
 FE2405;UTM  16      - 3,984,299.918   310,690.886   MT  1.00004161   -1 14 03.2
 FE2405
 FE2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2405!SPC TN       -   0.99998558  x   0.99995185  =   0.99993743
 FE2405!UTM  16      -   0.99998558  x   1.00004161  =   1.00002719
 FE2405
 FE2405|---------------------------------------------------------------------|
 FE2405| PID    Reference Object                     Distance      Geod. Az  |
 FE2405|                                                           dddmmss.s |
 FE2405| FE2857 CENTRAL RM 1                         27.668 METERS 02349     |
 FE2405| FE2858 CENTRAL RM 2                         23.633 METERS 16911     |
 FE2405| FE2859 CENTRAL AZ MK                                      2175135.6 |
 FE2405|---------------------------------------------------------------------|
 FE2405
 FE2405                          SUPERSEDED SURVEY CONTROL
 FE2405
 FE2405  NAD 83(1995)-  35 59 05.23450(N)    089 05 59.66401(W) AD(       ) 2
 FE2405  NAD 83(1986)-  35 59 05.24215(N)    089 05 59.66162(W) AD(       ) 2
 FE2405  NAD 27      -  35 59 04.98880(N)    089 05 59.41740(W) AD(       ) 2
 FE2405
 FE2405.Superseded values are not recommended for survey control.
 FE2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2405.See file dsdata.txt to determine how the superseded data were derived.
 FE2405
 FE2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1069184300(NAD 83)
 FE2405_MARKER: DS = TRIANGULATION STATION DISK
 FE2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2405_STAMPING: CENTRAL 1959
 FE2405_PROJECTION: FLUSH
 FE2405_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2405
 FE2405  HISTORY     - Date     Condition        Report By
 FE2405  HISTORY     - 1959     MONUMENTED       CGS
 FE2405  HISTORY     - 19961105 GOOD             USE
 FE2405
 FE2405                          STATION DESCRIPTION
 FE2405
 FE2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2405'THE STATION IS ABOUT 8 MILES WEST OF TRENTON, ABOUT 1.5 MILES
 FE2405'SOUTHEAST OF THE SMALL VILLAGE OF CENTRAL, AND IS ON THE PROPERTY
 FE2405'OF JESSIE PATERSON. IT IS 109 FEET WEST OF THE NORTHWEST CORNER OF A
 FE2405'FRAME HOUSE, 23 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 FE2405'23 FEET NORTH OF A TELEPHONE POLE, 5 FEET WEST OF A WHITE WITNESS
 FE2405'POST AND 4 FEET WEST OF A WIRE FENCE. THE MONUMENT IS 14 INCHES
 FE2405'BELOW THE GROUND SURFACE AND THE DISK IS STAMPED CENTRAL 1959.
 FE2405'
 FE2405'TO REACH THE STATION FROM THE MAIN CROSSROAD IN THE SMALL VILLAGE OF
 FE2405'CENTRAL, THE CROSSROAD IS ABOUT 0.1 MILE EAST OF A GIN MILL AND A
 FE2405'LARGE STORE AND A GAS STATION SETS IN THE SOUTHEAST ANGLE, GO EAST ON
 FE2405'STATE HIGHWAY 104 FOR 0.9 MILE TO A WHITE HOUSE ON THE LEFT AND A
 FE2405'SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.6 MILE
 FE2405'TO THE TOP OF GRADE AT A FRAME HOUSE ON THE LEFT AND THE STATION ON
 FE2405'THE RIGHT, WEST SIDE OF ROAD.
 FE2405'
 FE2405'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE DIRT ROAD
 FE2405'FOR 0.5 MILE TO A T-ROAD. TURN RIGHT AND GO WEST FOR 0.4 MILE TO
 FE2405'THE AZIMUTH MARK ON THE RIGHT AT A POWER POLE WITH A TRANSFORMER.
 FE2405'
 FE2405'REFERENCE MARK 1 IS 38 FEET NORTH OF A FENCE CORNER, 16 FEET EAST OF
 FE2405'THE CENTERLINE OF THE DIRT ROAD AND 1 FOOT WEST OF A WIRE FENCE. THE
 FE2405'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CENTRAL NO 1 1959.
 FE2405'
 FE2405'REFERENCE MARK 2 IS 34 FEET SOUTH OF A SOUTH GATE POST, 14 FEET WEST
 FE2405'OF THE CENTERLINE OF A DIRT ROAD AND 1 FOOT EAST OF A WIRE FENCE. THE
 FE2405'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CENTRAL NO 2 1959.
 FE2405'
 FE2405'THE AZIMUTH MARK IS ON THE PROPERTY OF MR. W. J. BAILEY, 52 FEET EAST
 FE2405'OF THE CENTERLINE OF A DRIVEWAY, 11 FEET NORTH OF A WIRE FENCE, 32
 FE2405'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 4 FEET SOUTHWEST OF A
 FE2405'POWER POLE WITH TRANSFORMER AND 2 FEET NORTH OF A WHITE WITNESS
 FE2405'POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CENTRAL 1959.
 FE2405'
 FE2405'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2405
 FE2405                          STATION RECOVERY (1996)
 FE2405
 FE2405'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 FE2405'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0715 ***********************************************************************
 GC0715  DESIGNATION -  CENTRAL RM 1
 GC0715  PID         -  GC0715
 GC0715  STATE/COUNTY-  TN/WILSON
 GC0715  USGS QUAD   -  HERMITAGE (1983)
 GC0715
 GC0715                         *CURRENT SURVEY CONTROL
 GC0715  ___________________________________________________________________
 GC0715* NAD 83(1986)-  36 10 11.     (N)    086 32 20.     (W)     SCALED    
 GC0715* NAVD 88     -       203.513  (meters)     667.69   (feet)  ADJUSTED  
 GC0715  ___________________________________________________________________
 GC0715  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0715  DYNAMIC HT  -         203.341 (meters)     667.13  (feet)  COMP
 GC0715  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GC0715
 GC0715  VERT ORDER  -  SECOND    CLASS 0
 GC0715
 GC0715.The horizontal coordinates were scaled from a topographic map and have
 GC0715.an estimated accuracy of +/- 6 seconds.
 GC0715
 GC0715.The orthometric height was determined by differential leveling
 GC0715.and adjusted by the National Geodetic Survey in June 1991..
 GC0715
 GC0715.The geoid height was determined by GEOID03.
 GC0715
 GC0715.The dynamic height is computed by dividing the NAVD 88
 GC0715.geopotential number by the normal gravity value computed on the
 GC0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0715.degrees latitude (g = 980.6199 gals.).
 GC0715
 GC0715.The modeled gravity was interpolated from observed gravity values.
 GC0715
 GC0715;                    North         East    Units  Estimated Accuracy
 GC0715;SPC TN       -   203,880.      551,520.      MT  (+/- 180 meters Scaled)
 GC0715
 GC0715                          SUPERSEDED SURVEY CONTROL
 GC0715
 GC0715  NGVD 29 (??/??/92)  203.556  (m)          667.83   (f) ADJ UNCH    2 0
 GC0715
 GC0715.Superseded values are not recommended for survey control.
 GC0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0715.See file dsdata.txt to determine how the superseded data were derived.
 GC0715
 GC0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF414028(NAD 83)
 GC0715_MARKER: DR = REFERENCE MARK DISK
 GC0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0715_STAMPING: CENTRAL NO 1 1960
 GC0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0715+STABILITY: SURFACE MOTION
 GC0715
 GC0715  HISTORY     - Date     Condition        Report By
 GC0715  HISTORY     - 1960     MONUMENTED       CGS
 GC0715
 GC0715                          STATION DESCRIPTION
 GC0715
 GC0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0715'4.1 MI S FROM MOUNT JULIET.
 GC0715'THIS MARK IS LOCATED AT THE CENTRAL 1960 STATION SITE, 25.2 FT.
 GC0715'NORTH OF THE STATION MARK, 27.4 FT. NORTH OF A WITNESS SIGN, AND
 GC0715'1 FT. WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0715'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0713 ***********************************************************************
 GC0713  DESIGNATION -  CENTRAL RM 2
 GC0713  PID         -  GC0713
 GC0713  STATE/COUNTY-  TN/WILSON
 GC0713  USGS QUAD   -  HERMITAGE (1983)
 GC0713
 GC0713                         *CURRENT SURVEY CONTROL
 GC0713  ___________________________________________________________________
 GC0713* NAD 83(1986)-  36 10 11.     (N)    086 32 20.     (W)     SCALED    
 GC0713* NAVD 88     -       204.350  (meters)     670.44   (feet)  ADJUSTED  
 GC0713  ___________________________________________________________________
 GC0713  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0713  DYNAMIC HT  -         204.178 (meters)     669.87  (feet)  COMP
 GC0713  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GC0713
 GC0713  VERT ORDER  -  SECOND    CLASS 0
 GC0713
 GC0713.The horizontal coordinates were scaled from a topographic map and have
 GC0713.an estimated accuracy of +/- 6 seconds.
 GC0713
 GC0713.The orthometric height was determined by differential leveling
 GC0713.and adjusted by the National Geodetic Survey in June 1991..
 GC0713
 GC0713.The geoid height was determined by GEOID03.
 GC0713
 GC0713.The dynamic height is computed by dividing the NAVD 88
 GC0713.geopotential number by the normal gravity value computed on the
 GC0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0713.degrees latitude (g = 980.6199 gals.).
 GC0713
 GC0713.The modeled gravity was interpolated from observed gravity values.
 GC0713
 GC0713;                    North         East    Units  Estimated Accuracy
 GC0713;SPC TN       -   203,880.      551,520.      MT  (+/- 180 meters Scaled)
 GC0713
 GC0713                          SUPERSEDED SURVEY CONTROL
 GC0713
 GC0713  NGVD 29 (??/??/92)  204.393  (m)          670.58   (f) ADJ UNCH    2 0
 GC0713
 GC0713.Superseded values are not recommended for survey control.
 GC0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0713.See file dsdata.txt to determine how the superseded data were derived.
 GC0713
 GC0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF414028(NAD 83)
 GC0713_MARKER: DB = BENCH MARK DISK
 GC0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0713_STAMPING: CENTRAL NO 2 1960
 GC0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0713+STABILITY: SURFACE MOTION
 GC0713
 GC0713  HISTORY     - Date     Condition        Report By
 GC0713  HISTORY     - 1960     MONUMENTED       CGS
 GC0713
 GC0713                          STATION DESCRIPTION
 GC0713
 GC0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0713'4.1 MI S FROM MOUNT JULIET.
 GC0713'THIS MARK IS LOCATED AT THE CENTRAL 1960 STATION SITE, 71.8 FT.
 GC0713'SOUTHWEST OF THE STATION MARK, 71.2 FT. SOUTHWEST OF A WITNESS
 GC0713'SIGN, 46 FT. WEST OF A FENCE CORNER POST, AND JUST NORTH OF AN
 GC0713'EAST-WEST FENCE LINE.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0713'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2242 ***********************************************************************
 FE2242  DESIGNATION -  CERRO GORDO
 FE2242  PID         -  FE2242
 FE2242  STATE/COUNTY-  TN/HARDIN
 FE2242  USGS QUAD   -  HOOKERS BEND (1972)
 FE2242
 FE2242                         *CURRENT SURVEY CONTROL
 FE2242  ___________________________________________________________________
 FE2242* NAD 83(1995)-  35 17 22.13548(N)    088 09 48.80067(W)     ADJUSTED  
 FE2242* NAVD 88     -       180.9    (meters)     594.     (feet)  VERTCON   
 FE2242  ___________________________________________________________________
 FE2242  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FE2242  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2242
 FE2242  HORZ ORDER  -  SECOND
 FE2242
 FE2242.The horizontal coordinates were established by classical geodetic methods
 FE2242.and adjusted by the National Geodetic Survey in April 1999..
 FE2242
 FE2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2242
 FE2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2242
 FE2242.The geoid height was determined by GEOID03.
 FE2242
 FE2242;                    North         East     Units Scale Factor Converg.
 FE2242;SPC TN       -   108,260.202   403,208.418   MT  0.99999327   -1 15 59.9
 FE2242;SPC TN       -   355,183.68  1,322,859.62   sFT  0.99999327   -1 15 59.9
 FE2242;UTM  16      - 3,905,766.989   394,196.464   MT  0.99973796   -0 40 20.1
 FE2242
 FE2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2242!SPC TN       -   0.99997596  x   0.99999327  =   0.99996923
 FE2242!UTM  16      -   0.99997596  x   0.99973796  =   0.99971392
 FE2242
 FE2242:                Primary Azimuth Mark                     Grid Az
 FE2242:SPC TN       -  CERRO GORDO AZ MK                        023 09 44.5
 FE2242:UTM  16      -  CERRO GORDO AZ MK                        022 34 04.7
 FE2242
 FE2242|---------------------------------------------------------------------|
 FE2242| PID    Reference Object                     Distance      Geod. Az  |
 FE2242|                                                           dddmmss.s |
 FE2242| CG3744 CERRO GORDO AZ MK                                  0215344.6 |
 FE2242| CG3745 CERRO GORDO RM 1                     31.645 METERS 05208     |
 FE2242| CG3746 CERRO GORDO RM 2                     28.165 METERS 16202     |
 FE2242| FE0204 RIGHT RESET                         APPROX.13.2 KM 2723554.0 |
 FE2242|---------------------------------------------------------------------|
 FE2242
 FE2242                          SUPERSEDED SURVEY CONTROL
 FE2242
 FE2242  NAD 83(1995)-  35 17 22.13952(N)    088 09 48.80154(W) AD(       ) 2
 FE2242  NAD 83(1995)-  35 17 22.13972(N)    088 09 48.80150(W) AD(       ) 2
 FE2242  NAD 83(1995)-  35 17 22.14245(N)    088 09 48.80149(W) AD(       ) 2
 FE2242  NAD 83(1986)-  35 17 22.14484(N)    088 09 48.80109(W) AD(       ) 2
 FE2242  NAD 27      -  35 17 21.86300(N)    088 09 48.67600(W) AD(       ) 2
 FE2242  NGVD 29 (07/19/86)  180.9    (m)          594.     (f) VERT ANG       
 FE2242
 FE2242.Superseded values are not recommended for survey control.
 FE2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2242.See file dsdata.txt to determine how the superseded data were derived.
 FE2242
 FE2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9419605767(NAD 83)
 FE2242_MARKER: DS = TRIANGULATION STATION DISK
 FE2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2242_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2242
 FE2242  HISTORY     - Date     Condition        Report By
 FE2242  HISTORY     - 1934     MONUMENTED       CGS
 FE2242  HISTORY     - 1949     GOOD             TVA
 FE2242  HISTORY     - 1962     GOOD             TNHD
 FE2242
 FE2242                          STATION DESCRIPTION
 FE2242
 FE2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2242'ABOUT 6.75 MILES NORTHEAST OF SAVANNAH, ON HIGHEST POINT OF LONG
 FE2242'RIDGE PARALLELING ROAD, 45 FEET WEST-NORTHWEST OF CENTER OF
 FE2242'ROAD, AND 15 FEET SOUTHEAST OF TRIPLE-OAK TREE. TO REACH FROM CERRO
 FE2242'GORDO ON CLIFTON-SAVANNAH ROAD, FOLLOW MAIN ROAD SOUTH 1.95
 FE2242'MILES, TURN SHARPLY TO LEFT (NORTHEAST) ONTO DIRT ROAD AND CONTINUE
 FE2242'1.6 MILES TO TOP OF GRADE AND STATION. SURFACE AND UNDERGROUND
 FE2242'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2242'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FE2242'CONCRETE. NO. 1 IS 12 FEET EAST OF CENTER LINE OF ROAD AND
 FE2242'103.96 FEET FROM STATION N 52 DEG 07 MIN E. NO. 2 IS 10
 FE2242'FEET EAST FROM CENTER LINE OF ROAD AND 92.49 FEET FROM STATION
 FE2242'S 17 DEG 50 MIN E.  AZIMUTH MARK IS 65 FEET NORTH OF T-ROAD WEST,
 FE2242'12 FEET WEST OF CENTER LINE OF ROAD, AND 210 YARDS FROM STATION
 FE2242'N 21 DEG 54 MIN E.
 FE2242
 FE2242                          STATION RECOVERY (1949)
 FE2242
 FE2242'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2242'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 6.75 MILES NE
 FE2242'OF SAVANNAH. DISK IS STAMPED CERRO GORDO 1934.
 FE2242'
 FE2242'A STEEL POST IS SET 2 FEET E OF THE MONUMENT.
 FE2242'
 FE2242'REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 FE2242
 FE2242                          STATION RECOVERY (1962)
 FE2242
 FE2242'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FE2242'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND
 FE2242'AS DESCRIBED. HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE
 FE2242'REFERENCE MARKS AND THE STATION AND WERE FOUND TO CHECK THE 1934
 FE2242'MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0240 ***********************************************************************
 FD0240  DESIGNATION -  CF 391
 FD0240  PID         -  FD0240
 FD0240  STATE/COUNTY-  TN/COFFEE
 FD0240  USGS QUAD   -  MANCHESTER (1972)
 FD0240
 FD0240                         *CURRENT SURVEY CONTROL
 FD0240  ___________________________________________________________________
 FD0240* NAD 83(1986)-  35 26 38.     (N)    086 01 24.     (W)     SCALED    
 FD0240* NAVD 88     -       330.947  (meters)    1085.78   (feet)  ADJUSTED  
 FD0240  ___________________________________________________________________
 FD0240  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0240  DYNAMIC HT  -         330.629 (meters)    1084.74  (feet)  COMP
 FD0240  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 FD0240
 FD0240  VERT ORDER  -  SECOND    CLASS 0
 FD0240
 FD0240.The horizontal coordinates were scaled from a topographic map and have
 FD0240.an estimated accuracy of +/- 6 seconds.
 FD0240
 FD0240.The orthometric height was determined by differential leveling
 FD0240.and adjusted by the National Geodetic Survey in June 1991..
 FD0240
 FD0240.The geoid height was determined by GEOID03.
 FD0240
 FD0240.The dynamic height is computed by dividing the NAVD 88
 FD0240.geopotential number by the normal gravity value computed on the
 FD0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0240.degrees latitude (g = 980.6199 gals.).
 FD0240
 FD0240.The modeled gravity was interpolated from observed gravity values.
 FD0240
 FD0240;                    North         East    Units  Estimated Accuracy
 FD0240;SPC TN       -   123,220.      597,880.      MT  (+/- 180 meters Scaled)
 FD0240
 FD0240                          SUPERSEDED SURVEY CONTROL
 FD0240
 FD0240  NGVD 29 (??/??/92)  330.941  (m)         1085.76   (f) ADJ UNCH    2 0
 FD0240
 FD0240.Superseded values are not recommended for survey control.
 FD0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0240.See file dsdata.txt to determine how the superseded data were derived.
 FD0240
 FD0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE886227(NAD 83)
 FD0240_MARKER: DE = TRAVERSE STATION DISK
 FD0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0240_STAMPING: CF 391 1951
 FD0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0240+STABILITY: SURFACE MOTION
 FD0240
 FD0240  HISTORY     - Date     Condition        Report By
 FD0240  HISTORY     - 1951     MONUMENTED       DOD
 FD0240  HISTORY     - 1962     GOOD             NGS
 FD0240
 FD0240                          STATION DESCRIPTION
 FD0240
 FD0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0240'4.9 MI SE FROM MANCHESTER.
 FD0240'TO REACH THE MARK FROM THE CITY HALL IN MANCHESTER GO SOUTHEAST
 FD0240'ON U.S. HIGHWAY 41 4.9 MILES TO THE MARK SET NEAR BAINES FRUIT
 FD0240'MARKET, 280.0 FEET EAST OF BAINES FRUIT MARKET, 60.0 FEET
 FD0240'SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 41, 14.0 FEET SOUTHEAST
 FD0240'OF A 12 INCH OAK TREE, AND 1.0 FEET EAST OF A METAL WITNESS SIGN.
 FD0240'A USE TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST
 FD0240'PROJECTING 12 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1118 ***********************************************************************
 FC1118  DESIGNATION -  CFPD 39
 FC1118  PID         -  FC1118
 FC1118  STATE/COUNTY-  TN/HAMILTON
 FC1118  USGS QUAD   -  CHATTANOOGA (1976)
 FC1118
 FC1118                         *CURRENT SURVEY CONTROL
 FC1118  ___________________________________________________________________
 FC1118* NAD 83(1986)-  35 03 18.     (N)    085 16 22.     (W)     SCALED    
 FC1118* NAVD 88     -       203.422  (meters)     667.39   (feet)  ADJUSTED  
 FC1118  ___________________________________________________________________
 FC1118  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1118  DYNAMIC HT  -         203.220 (meters)     666.73  (feet)  COMP
 FC1118  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 FC1118
 FC1118  VERT ORDER  -  FIRST     CLASS II
 FC1118
 FC1118.The horizontal coordinates were scaled from a topographic map and have
 FC1118.an estimated accuracy of +/- 6 seconds.
 FC1118
 FC1118.The orthometric height was determined by differential leveling
 FC1118.and adjusted by the National Geodetic Survey in June 1991..
 FC1118
 FC1118.The geoid height was determined by GEOID03.
 FC1118
 FC1118.The dynamic height is computed by dividing the NAVD 88
 FC1118.geopotential number by the normal gravity value computed on the
 FC1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1118.degrees latitude (g = 980.6199 gals.).
 FC1118
 FC1118.The modeled gravity was interpolated from observed gravity values.
 FC1118
 FC1118;                    North         East    Units  Estimated Accuracy
 FC1118;SPC TN       -    80,320.      666,340.      MT  (+/- 180 meters Scaled)
 FC1118
 FC1118                          SUPERSEDED SURVEY CONTROL
 FC1118
 FC1118  NGVD 29 (??/??/92)  203.462  (m)          667.52   (f) ADJ UNCH    1 2
 FC1118
 FC1118.Superseded values are not recommended for survey control.
 FC1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1118.See file dsdata.txt to determine how the superseded data were derived.
 FC1118
 FC1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD575805(NAD 83)
 FC1118_MARKER: DD = SURVEY DISK
 FC1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1118_STAMPING: CFPD 39 1937
 FC1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1118+STABILITY: SURFACE MOTION
 FC1118
 FC1118  HISTORY     - Date     Condition        Report By
 FC1118  HISTORY     - 1931     MONUMENTED       TVA
 FC1118  HISTORY     - 1950     GOOD             NGS
 FC1118
 FC1118                          STATION DESCRIPTION
 FC1118
 FC1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1118'AT CHATTANOOGA.
 FC1118'AT CHATTANOOGA, ABOUT 0.9 MILE NORTHEAST OF THE EAST THIRD
 FC1118'AVENUE VIADUCT OVER THE SOUTHERN RAILWAY YARDS, 353 FEET SOUTHWEST
 FC1118'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE OVERPASS
 FC1118'OF THE KNOXVILLE BRANCH OF THE SOUTHERN RAILWAY OVER THE MAIN
 FC1118'TRACKS, 74 1/2 FEET NORTHEAST OF SEMAPHORE NO. 32A-32B, 54 FEET
 FC1118'EAST-NORTHEAST OF RAILWAY SIGN POST SEC. 325, 17 1/2 FEET SOUTH
 FC1118'OF THE PROLONGED CENTER LINE OF WILSON STREET, 5.3 FEET NORTHWEST
 FC1118'OF THE NORTHWEST RAIL OF THE EXTREME NORTHWEST TRACK, ABOUT 1 FOOT
 FC1118'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1118'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1111 ***********************************************************************
 FC1111  DESIGNATION -  CFPD 40
 FC1111  PID         -  FC1111
 FC1111  STATE/COUNTY-  TN/HAMILTON
 FC1111  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1111
 FC1111                         *CURRENT SURVEY CONTROL
 FC1111  ___________________________________________________________________
 FC1111* NAD 83(1986)-  35 04 55.     (N)    085 14 43.     (W)     SCALED    
 FC1111* NAVD 88     -       207.206  (meters)     679.81   (feet)  ADJUSTED  
 FC1111  ___________________________________________________________________
 FC1111  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FC1111  DYNAMIC HT  -         207.000 (meters)     679.13  (feet)  COMP
 FC1111  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 FC1111
 FC1111  VERT ORDER  -  FIRST     CLASS II
 FC1111
 FC1111.The horizontal coordinates were scaled from a topographic map and have
 FC1111.an estimated accuracy of +/- 6 seconds.
 FC1111
 FC1111.The orthometric height was determined by differential leveling
 FC1111.and adjusted by the National Geodetic Survey in June 1991..
 FC1111
 FC1111.The geoid height was determined by GEOID03.
 FC1111
 FC1111.The dynamic height is computed by dividing the NAVD 88
 FC1111.geopotential number by the normal gravity value computed on the
 FC1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1111.degrees latitude (g = 980.6199 gals.).
 FC1111
 FC1111.The modeled gravity was interpolated from observed gravity values.
 FC1111
 FC1111;                    North         East    Units  Estimated Accuracy
 FC1111;SPC TN       -    83,330.      668,830.      MT  (+/- 180 meters Scaled)
 FC1111
 FC1111                          SUPERSEDED SURVEY CONTROL
 FC1111
 FC1111  NGVD 29 (??/??/92)  207.246  (m)          679.94   (f) ADJ UNCH    1 2
 FC1111
 FC1111.Superseded values are not recommended for survey control.
 FC1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1111.See file dsdata.txt to determine how the superseded data were derived.
 FC1111
 FC1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD599835(NAD 83)
 FC1111_MARKER: DD = SURVEY DISK
 FC1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1111_STAMPING: CFPD 40 1937
 FC1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1111+STABILITY: SURFACE MOTION
 FC1111
 FC1111  HISTORY     - Date     Condition        Report By
 FC1111  HISTORY     - 1937     MONUMENTED       TVA
 FC1111  HISTORY     - 1950     GOOD             NGS
 FC1111
 FC1111                          STATION DESCRIPTION
 FC1111
 FC1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1111'0.7 MI NE FROM BOYCE.
 FC1111'ABOUT 0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1111'STATION AT BOYCE, ABOUT 0.6 MILE SOUTHWEST OF A BRIDGE OVER
 FC1111'CHICKAMAUGA CREEK, AT A POINT WHERE THE NASHVILLE, CHATTANOOGA
 FC1111'AND ST. LOUIS CURVES EAST AWAY FROM THE SOUTHERN RAILWAY, 358 1/2
 FC1111'FEET SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST 333,
 FC1111'37 FEET NORTH OF A TELEPHONE POLE, 5.8 FEET SOUTHEAST OF THE
 FC1111'SOUTHEAST RAIL OF SOUTHERN RAILWAY ABOUT 1 FOOT BELOW THE TRACK
 FC1111'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1175 ***********************************************************************
 FC1175  DESIGNATION -  CFPD 57
 FC1175  PID         -  FC1175
 FC1175  STATE/COUNTY-  TN/HAMILTON
 FC1175  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1175
 FC1175                         *CURRENT SURVEY CONTROL
 FC1175  ___________________________________________________________________
 FC1175* NAD 83(1986)-  35 02 52.     (N)    085 12 13.     (W)     SCALED    
 FC1175* NAVD 88     -       200.256  (meters)     657.01   (feet)  ADJUSTED  
 FC1175  ___________________________________________________________________
 FC1175  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1175  DYNAMIC HT  -         200.057 (meters)     656.35  (feet)  COMP
 FC1175  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 FC1175
 FC1175  VERT ORDER  -  SECOND    CLASS 0
 FC1175
 FC1175.The horizontal coordinates were scaled from a topographic map and have
 FC1175.an estimated accuracy of +/- 6 seconds.
 FC1175
 FC1175.The orthometric height was determined by differential leveling
 FC1175.and adjusted by the National Geodetic Survey in June 1991..
 FC1175
 FC1175.The geoid height was determined by GEOID03.
 FC1175
 FC1175.The dynamic height is computed by dividing the NAVD 88
 FC1175.geopotential number by the normal gravity value computed on the
 FC1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1175.degrees latitude (g = 980.6199 gals.).
 FC1175
 FC1175.The modeled gravity was interpolated from observed gravity values.
 FC1175
 FC1175;                    North         East    Units  Estimated Accuracy
 FC1175;SPC TN       -    79,570.      672,660.      MT  (+/- 180 meters Scaled)
 FC1175
 FC1175                          SUPERSEDED SURVEY CONTROL
 FC1175
 FC1175  NGVD 29 (??/??/92)  200.286  (m)          657.11   (f) ADJ UNCH    2 0
 FC1175
 FC1175.Superseded values are not recommended for survey control.
 FC1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1175.See file dsdata.txt to determine how the superseded data were derived.
 FC1175
 FC1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD638798(NAD 83)
 FC1175_MARKER: Z = SEE DESCRIPTION
 FC1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1175_SP_SET: MONUMENT
 FC1175_STAMPING: CFPD 57
 FC1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1175
 FC1175  HISTORY     - Date     Condition        Report By
 FC1175  HISTORY     - UNK      MONUMENTED       TVA
 FC1175  HISTORY     - 1958     GOOD             NGS
 FC1175
 FC1175                          STATION DESCRIPTION
 FC1175
 FC1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FC1175'0.8 MI N FROM CHATTANOOGA.
 FC1175'THE STATION IS LOCATED ABOUT 0.8 MILE NORTH OF LOVELL FIELD,
 FC1175'CHATTANOOGA, TENNESSEE.  TO REACH FROM THE CONTROL TOWER AT LOVELL
 FC1175'FIELD, GO NORTH ON AIRPORT ROAD ABOUT 0.8 MILE TO A CONCRETE
 FC1175'BRIDGE OVER A CREEK, CONTINUE AHEAD 300 FEET TO THE STATION ON
 FC1175'THE RIGHT.  THE STATION IS 90 FEET EAST OF THE ROAD AND ABOUT 30
 FC1175'FEET LOWER THAN ROAD SURFACE.  STATION IS A STANDARD TVA BRONZE
 FC1175'TABLET STAMPED CFPD 57, SET IN A PRECAST CONCRETE MONUMENT AND
 FC1175'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1861 ***********************************************************************
 FC1861  DESIGNATION -  CFR 35
 FC1861  PID         -  FC1861
 FC1861  STATE/COUNTY-  TN/HAMILTON
 FC1861  USGS QUAD   -  CHATTANOOGA (1976)
 FC1861
 FC1861                         *CURRENT SURVEY CONTROL
 FC1861  ___________________________________________________________________
 FC1861* NAD 83(1995)-  35 00 06.37799(N)    085 21 18.02756(W)     ADJUSTED  
 FC1861* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 FC1861  ___________________________________________________________________
 FC1861  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 FC1861  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FC1861
 FC1861  HORZ ORDER  -  SECOND
 FC1861
 FC1861.The horizontal coordinates were established by classical geodetic methods
 FC1861.and adjusted by the National Geodetic Survey in April 1999..
 FC1861
 FC1861.The orthometric height was scaled from a topographic map.
 FC1861
 FC1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1861
 FC1861.The geoid height was determined by GEOID03.
 FC1861
 FC1861;                    North         East     Units Scale Factor Converg.
 FC1861;SPC TN       -    74,358.717   658,881.600   MT  1.00005307   +0 22 39.4
 FC1861;SPC TN       -   243,958.56  2,161,680.72   sFT  1.00005307   +0 22 39.4
 FC1861;UTM  16      - 3,874,475.790   650,112.150   MT  0.99987772   +0 56 37.5
 FC1861
 FC1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1861!SPC TN       -   0.99991156  x   1.00005307  =   0.99996462
 FC1861!UTM  16      -   0.99991156  x   0.99987772  =   0.99978929
 FC1861
 FC1861                          SUPERSEDED SURVEY CONTROL
 FC1861
 FC1861  NAD 83(1995)-  35 00 06.37805(N)    085 21 18.02535(W) AD(       ) 2
 FC1861  NAD 83(1995)-  35 00 06.37849(N)    085 21 18.02942(W) AD(       ) 2
 FC1861  NAD 83(1995)-  35 00 06.37919(N)    085 21 18.02763(W) AD(       ) 2
 FC1861  NAD 83(1986)-  35 00 06.37941(N)    085 21 18.02730(W) AD(       ) 2
 FC1861  NAD 27      -  35 00 06.11180(N)    085 21 18.17990(W) AD(       ) 2
 FC1861
 FC1861.Superseded values are not recommended for survey control.
 FC1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1861.See file dsdata.txt to determine how the superseded data were derived.
 FC1861
 FC1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5011274476(NAD 83)
 FC1861_MARKER: DD = SURVEY DISK
 FC1861_SETTING: 66 = SET IN ROCK OUTCROP
 FC1861
 FC1861  HISTORY     - Date     Condition        Report By
 FC1861  HISTORY     - 1961     MONUMENTED       USGS
 FC1861  HISTORY     - 1968     GOOD             CGS
 FC1861  HISTORY     - 19981025 GOOD             USPSQD
 FC1861
 FC1861                          STATION DESCRIPTION
 FC1861
 FC1861'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FC1861'TO REACH THE STATION FROM THE LOOKOUT MOUNTAIN POST OFFICE, GO NORTH
 FC1861'ON STATE ROUTE 148 FOR 0.3 MILE TO A FORK, TAKE THE LEFT FORK, WEST
 FC1861'BROW ROAD, FOR 0.5 MILE TO A PARKING AREA ON THE LEFT AT THE JUNCTION
 FC1861'OF WEST BROW ROAD AND LINDEN WAY.  FROM HERE PACK NORTH DOWN WELL
 FC1861'DEFINED TRAIL FOR ABOUT 5 MINUTES TO SUNSET ROCK POINT AND THE
 FC1861'STATION.
 FC1861'
 FC1861'BM CFR (USGS) IS 6.4 FEET SOUTHEAST OF THE NORTHWEST EDGE OF CLIFF.
 FC1861'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED CFR 35
 FC1861'1936 CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FC1861
 FC1861                          STATION RECOVERY (1968)
 FC1861
 FC1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC1861'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FC1861'
 FC1861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1861'AT LOOKOUT MOUNTAIN.
 FC1861
 FC1861                          STATION RECOVERY (1998)
 FC1861
 FC1861'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0225 ***********************************************************************
 FE0225  DESIGNATION -  CHALK
 FE0225  PID         -  FE0225
 FE0225  STATE/COUNTY-  TN/HARDIN
 FE0225  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0225
 FE0225                         *CURRENT SURVEY CONTROL
 FE0225  ___________________________________________________________________
 FE0225* NAD 83(1995)-  35 16 49.95856(N)    088 17 35.23537(W)     ADJUSTED  
 FE0225* NAVD 88     -       152.895  (meters)     501.62   (feet)  ADJUSTED  
 FE0225  ___________________________________________________________________
 FE0225  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FE0225  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0225  DYNAMIC HT  -         152.757 (meters)     501.17  (feet)  COMP
 FE0225  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE0225
 FE0225  HORZ ORDER  -  SECOND
 FE0225  VERT ORDER  -  SECOND    CLASS 0
 FE0225
 FE0225.The horizontal coordinates were established by classical geodetic methods
 FE0225.and adjusted by the National Geodetic Survey in April 1999..
 FE0225
 FE0225.The orthometric height was determined by differential leveling
 FE0225.and adjusted by the National Geodetic Survey in June 1991..
 FE0225
 FE0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0225
 FE0225.The geoid height was determined by GEOID03.
 FE0225
 FE0225.The dynamic height is computed by dividing the NAVD 88
 FE0225.geopotential number by the normal gravity value computed on the
 FE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0225.degrees latitude (g = 980.6199 gals.).
 FE0225
 FE0225.The modeled gravity was interpolated from observed gravity values.
 FE0225
 FE0225;                    North         East     Units Scale Factor Converg.
 FE0225;SPC TN       -   107,537.171   391,402.357   MT  0.99999475   -1 20 32.9
 FE0225;SPC TN       -   352,811.54  1,284,125.90   sFT  0.99999475   -1 20 32.9
 FE0225;UTM  16      - 3,904,921.611   382,401.380   MT  0.99977043   -0 44 49.1
 FE0225
 FE0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0225!SPC TN       -   0.99998034  x   0.99999475  =   0.99997509
 FE0225!UTM  16      -   0.99998034  x   0.99977043  =   0.99975078
 FE0225
 FE0225|---------------------------------------------------------------------|
 FE0225| PID    Reference Object                     Distance      Geod. Az  |
 FE0225|                                                           dddmmss.s |
 FE0225| CG3748 CHALK RM 1                           21.717 METERS 09501     |
 FE0225| CG3749 CHALK RM 2                           25.682 METERS 19238     |
 FE0225| CG5267 RT GN 40                              6.396 METERS 29610     |
 FE0225| FE0222 CHALK AZ MK                                        3015123.4 |
 FE0225|---------------------------------------------------------------------|
 FE0225
 FE0225                          SUPERSEDED SURVEY CONTROL
 FE0225
 FE0225  NAD 83(1995)-  35 16 49.96197(N)    088 17 35.23611(W) AD(       ) 2
 FE0225  NAD 83(1995)-  35 16 49.96229(N)    088 17 35.23565(W) AD(       ) 2
 FE0225  NAD 83(1995)-  35 16 49.96629(N)    088 17 35.23520(W) AD(       ) 2
 FE0225  NAD 83(1986)-  35 16 49.96787(N)    088 17 35.23540(W) AD(       ) 2
 FE0225  NAD 27      -  35 16 49.68330(N)    088 17 35.10150(W) AD(       ) 2
 FE0225  NGVD 29 (??/??/??)  152.907  (m)          501.66   (f) ADJUSTED    2 0
 FE0225
 FE0225.Superseded values are not recommended for survey control.
 FE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0225.See file dsdata.txt to determine how the superseded data were derived.
 FE0225
 FE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8240104922(NAD 83)
 FE0225_MARKER: DS = TRIANGULATION STATION DISK
 FE0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0225_STAMPING: CHALK 1962
 FE0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0225+STABILITY: SURFACE MOTION
 FE0225
 FE0225  HISTORY     - Date     Condition        Report By
 FE0225  HISTORY     - 1962     MONUMENTED       TNHD
 FE0225  HISTORY     - 1962     GOOD             TNHD
 FE0225  HISTORY     - 1967     GOOD             CGS
 FE0225  HISTORY     - 1973     GOOD             TVA
 FE0225  HISTORY     - 1976     GOOD             NGS
 FE0225
 FE0225                          STATION DESCRIPTION
 FE0225
 FE0225'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0225'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF SAVANNAH.
 FE0225'
 FE0225'TO REACH THE STATION FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH,
 FE0225'GO 2.2 MILES WEST TO A GRAVEL ROAD RIGHT, TURN RIGHT, AND GO 4.1
 FE0225'MILES NORTH TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0225'
 FE0225'THE SURFACE MARK DISK IS CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE
 FE0225'MONUMENT.  IT IS 37 FEET NORTHEAST OF THE CENTERLINE OF A
 FE0225'PAVED ROAD AND 2.1 FEET SOUTHWEST OF A WITNESS POST.
 FE0225'
 FE0225'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0225'DEPARTMENT DISKS STAMPED CHALK 1962.
 FE0225'
 FE0225'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 FE0225'
 FE0225'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0225'CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE MONUMENT AND THE
 FE0225'DISK IS STAMPED CHALK RM-1 1962.  IT IS 30 FEET EAST OF AN 18-INCH
 FE0225'TRIANGLE BLAZED OAK TREE, 29 FEET SOUTH OF A 20-INCH TRIANGLE
 FE0225'BLAZED TWIN TRUNK WHITE OAK TREE, AND 4 FEET SOUTH OF A 6-INCH
 FE0225'TRIANGLE BLAZED SOURWOOD TREE.
 FE0225'
 FE0225'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0225'CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE MONUMENT AND THE
 FE0225'DISK IS STAMPED CHALK RM-2 1962.  IT IS 26 FEET SOUTHWEST OF THE
 FE0225'CENTERLINE OF A PAVED ROAD, 10 FEET NORTHWEST OF AN 18-INCH WHITE
 FE0225'OAK TREE AND 2 FEET NORTHEAST OF A FENCE.
 FE0225'
 FE0225'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0225'CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE MONUMENT AND THE DISK
 FE0225'IS STAMPED CHALK AZI 1962.  IT IS 24 FEET SOUTHWEST OF THE CENTERLINE
 FE0225'OF A PAVED ROAD AND 1.4 FEET NORTHEAST OF A WITNESS POST.
 FE0225'
 FE0225'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH 0.2 MILE
 FE0225'NORTHWEST ON THE ROAD TO THE STATION ON THE LEFT AS DESCRIBED.
 FE0225'
 FE0225'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 FE0225
 FE0225                          STATION RECOVERY (1962)
 FE0225
 FE0225'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0225'5 MI NW FROM SAVANNAH.
 FE0225'TO REACH THE STATION FROM THE HARDIN COUNTY COURT HOUSE IN
 FE0225'SAVANNAH, GO WEST ON U.S. HIGHWAY 64 FOR 2.2 MILES TO A GRAVELED
 FE0225'ROAD TO THE RIGHT.  TURN RIGHT AND GO NORTH FOR 3.3 MILES TO A
 FE0225'BRIDGE ACROSS BEASON CREEK AND THE BEGINNING OF A PAVED ROAD,
 FE0225'CONTINUE ON THE PAVED ROAD FOR 0.8 MILES TO THE STATION ON THE
 FE0225'RIGHT AS DESCRIBED.  THE STATION IS LOCATED 37 FEET NORTHEAST
 FE0225'OF THE CENTERLINE OF THE PAVED ROAD AND 2.1 FEET SOUTHWEST OF A
 FE0225'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0225'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FE0225'FLUSH WITH THE GROUND.
 FE0225
 FE0225                          STATION RECOVERY (1967)
 FE0225
 FE0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FE0225'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE0225'EXCELLENT CONDITION.  THE ORIGINAL TO-REACH IS COMPLETELY
 FE0225'ADEQUATE.
 FE0225
 FE0225                          STATION RECOVERY (1973)
 FE0225
 FE0225'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (NOD)
 FE0225'CONDITION OF POINT WHEN FOUND GOOD.
 FE0225'
 FE0225'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CHALK STATION MARK
 FE0225'1962.
 FE0225'
 FE0225'DESC. OF MARKER GOOD.
 FE0225'
 FE0225'ADD. MARKER IS LOCATED 21.0 S 60 E FROM MARKER RT GN-40.
 FE0225'
 FE0225'POST AND SIGN SET 2.0 FEET S OF MARKER.
 FE0225'
 FE0225'CHALK RM NO 1-CONDITION OF POINT WHEN FOUND NOT FOUND.
 FE0225'
 FE0225'CHECK AZI AND DISTANCE FROM STATION MARK STATION.  PROBED AREA.
 FE0225'
 FE0225'MARKER NOT FOUND.  POSSIBLEY DESTROYED BY HEAVY TIMER CUTTING
 FE0225'OPERATIONS.
 FE0225'
 FE0225'CHALK RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0225'
 FE0225'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CHALK R.M. 2 1962.
 FE0225'
 FE0225'DESC AND REF GOOD.
 FE0225'
 FE0225'ADD--MON IS SET ON TOP OF KNOLL + OR - 4 FEET ABOVE RD BED ELEV.
 FE0225'26 FEET SW FROM CENTERLINE OF ROAD.
 FE0225'
 FE0225'POST AND SURVEY MARKER SIGN SET 2 FEET E OF MARKER 15.0 N30W
 FE0225'TO 14 INCH HICKORY.
 FE0225'
 FE0225'CHALK AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0225'
 FE0225'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CHALK AZI.
 FE0225'
 FE0225'DESC OF MARKER GOOD.
 FE0225'
 FE0225'ADD TO DESC--MARKER IS SET 180 FEET S 35E FROM CROSS ROADS.
 FE0225'
 FE0225'IT IS DIRECTLY UNDER WIRE FENCE.  2 FEET W OF 8 INCH CREOSOTE
 FE0225'FORESTRY SIGN.  N 20 W 12.0 TO 14 INCH S. GUM.
 FE0225'
 FE0225'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.6 MI ALONG HWY 22 FROM
 FE0225'INT. OF HWY 22 AND 64.
 FE0225
 FE0225                          STATION RECOVERY (1976)
 FE0225
 FE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE0225'ALL MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 FE0225'REPORTED AS POSSIBLY BEING DESTROYED BY TIMBERING BUT WAS FOUND IN
 FE0225'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 FE0225'MARKS CHECKED.  A TVA MARK WAS FOUND NEAR THE STATION SITE
 FE0225'AND WAS CUT IN AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 FE0225'
 FE0225'THE STATION IS 31 FEET SOUTHEAST OF A 14 INCH OAK TREE, 37 FEET
 FE0225'NORTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF A
 FE0225'METAL WITNESS POST AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 FE0225'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHALK 1962.
 FE0225'
 FE0225'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE AT SAVANNAH,
 FE0225'GO WEST ON U.S. HIGHWAY 64 FOR 2.2 MILES TO A ROAD RIGHT.  TURN
 FE0225'RIGHT AND GO NORTHERLY ON THE PAVED ROAD FOR 4.1 MILES TO THE TOP OF
 FE0225'GRADE AND THE STATION ON THE RIGHT.  CONTINUE NORTHWEST ON
 FE0225'THE PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE0225'
 FE0225'REFERENCE MARK 1 IS 9 FEET EAST OF A 10 INCH PINE TREE, 11 FEET
 FE0225'NORTHWEST OF AN 8 INCH OAK TREE AND 10 FEET SOUTHWEST OF A 10 INCH
 FE0225'PINE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHALK
 FE0225'RM-1 1962.
 FE0225'
 FE0225'REFERENCE MARK 2 IS 26 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 FE0225'10 FEET NORTHWEST OF AN 18 INCH OAK TREE, 2 FEET NORTHEAST OF A
 FE0225'FENCE, 2 FEET WEST OF A METAL WITNESS POST AND 15 FEET SOUTHEAST OF
 FE0225'A 14 INCH HICKORY TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE0225'STAMPED CHALK RM -2 1962.
 FE0225'
 FE0225'TVA RTGN IS A STANDARD TVA DISK SET IN THE TOP OF A 6 INCH SQUARE
 FE0225'CONCRETE POST PROJECTING 4 INCHES AND STAMPED RTGN 40, 29 FEET
 FE0225'NORTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A METAL
 FE0225'WITNESS POST AND 11 FEET SOUTH OF THE 14 INCH OAK TREE.
 FE0225'
 FE0225'THE AZIMUTH MARK IS SET DIRECTLY UNDER A FENCE, 24 FEET SOUTHWEST
 FE0225'OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF A METAL WITNESS
 FE0225'POST AND 12 FEET SOUTHEAST OF A 14 INCH GUM TREE.
 FE0225'
 FE0225'NOTE--ALL DISK ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK.
 FE0225'
 FE0225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 FE0225'NORTHWEST OF SAVANNAH.
 FE0225'
 FE0225'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0222 ***********************************************************************
 FE0222  DESIGNATION -  CHALK AZ MK
 FE0222  PID         -  FE0222
 FE0222  STATE/COUNTY-  TN/HARDIN
 FE0222  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0222
 FE0222                         *CURRENT SURVEY CONTROL
 FE0222  ___________________________________________________________________
 FE0222* NAD 83(1986)-  35 16 49.     (N)    088 17 35.     (W)     SCALED    
 FE0222* NAVD 88     -       152.951  (meters)     501.81   (feet)  ADJUSTED  
 FE0222  ___________________________________________________________________
 FE0222  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0222  DYNAMIC HT  -         152.812 (meters)     501.35  (feet)  COMP
 FE0222  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE0222
 FE0222  VERT ORDER  -  SECOND    CLASS 0
 FE0222
 FE0222.The horizontal coordinates were scaled from a topographic map and have
 FE0222.an estimated accuracy of +/- 6 seconds.
 FE0222
 FE0222.The orthometric height was determined by differential leveling
 FE0222.and adjusted by the National Geodetic Survey in June 1991..
 FE0222
 FE0222.The geoid height was determined by GEOID03.
 FE0222
 FE0222.The dynamic height is computed by dividing the NAVD 88
 FE0222.geopotential number by the normal gravity value computed on the
 FE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0222.degrees latitude (g = 980.6199 gals.).
 FE0222
 FE0222.The modeled gravity was interpolated from observed gravity values.
 FE0222
 FE0222;                    North         East    Units  Estimated Accuracy
 FE0222;SPC TN       -   107,510.      391,410.      MT  (+/- 180 meters Scaled)
 FE0222
 FE0222                          SUPERSEDED SURVEY CONTROL
 FE0222
 FE0222  NGVD 29 (??/??/??)  152.962  (m)          501.84   (f) ADJUSTED    2 0
 FE0222
 FE0222.Superseded values are not recommended for survey control.
 FE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0222.See file dsdata.txt to determine how the superseded data were derived.
 FE0222
 FE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824048(NAD 83)
 FE0222_MARKER: DZ = AZIMUTH MARK DISK
 FE0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0222_STAMPING: CHALK AZI 1962
 FE0222_MARK LOGO: TNHD  
 FE0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0222+STABILITY: SURFACE MOTION
 FE0222
 FE0222  HISTORY     - Date     Condition        Report By
 FE0222  HISTORY     - 1962     MONUMENTED       TNHD
 FE0222
 FE0222                          STATION DESCRIPTION
 FE0222
 FE0222'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0222'5 MI NW FROM SAVANNAH.
 FE0222'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO WEST ON
 FE0222'U.S. HIGHWAY 64 FOR 2.2 MILES TO A GRAVELED ROAD RIGHT.  TURN
 FE0222'RIGHT AND GO NORTH FOR 3.3 MILES TO A BRIDGE ACROSS BEASON CREEK
 FE0222'AND THE BEGINNING OF A PAVED ROAD, CONTINUE ON PAVED ROAD FOR
 FE0222'1.0 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  THE MARK IS 24
 FE0222'FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD AND 1.9
 FE0222'FEET NORTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD
 FE0222'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0222'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0226 ***********************************************************************
 FE0226  DESIGNATION -  CHALK RM 1
 FE0226  PID         -  FE0226
 FE0226  STATE/COUNTY-  TN/HARDIN
 FE0226  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0226
 FE0226                         *CURRENT SURVEY CONTROL
 FE0226  ___________________________________________________________________
 FE0226* NAD 83(1986)-  35 16 49.     (N)    088 17 35.     (W)     SCALED    
 FE0226* NAVD 88     -       154.727  (meters)     507.63   (feet)  ADJUSTED  
 FE0226  ___________________________________________________________________
 FE0226  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0226  DYNAMIC HT  -         154.586 (meters)     507.17  (feet)  COMP
 FE0226  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE0226
 FE0226  VERT ORDER  -  SECOND    CLASS 0
 FE0226
 FE0226.The horizontal coordinates were scaled from a topographic map and have
 FE0226.an estimated accuracy of +/- 6 seconds.
 FE0226
 FE0226.The orthometric height was determined by differential leveling
 FE0226.and adjusted by the National Geodetic Survey in June 1991..
 FE0226
 FE0226.The geoid height was determined by GEOID03.
 FE0226
 FE0226.The dynamic height is computed by dividing the NAVD 88
 FE0226.geopotential number by the normal gravity value computed on the
 FE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0226.degrees latitude (g = 980.6199 gals.).
 FE0226
 FE0226.The modeled gravity was interpolated from observed gravity values.
 FE0226
 FE0226;                    North         East    Units  Estimated Accuracy
 FE0226;SPC TN       -   107,510.      391,410.      MT  (+/- 180 meters Scaled)
 FE0226
 FE0226                          SUPERSEDED SURVEY CONTROL
 FE0226
 FE0226  NGVD 29 (??/??/??)  154.738  (m)          507.67   (f) ADJUSTED    2 0
 FE0226
 FE0226.Superseded values are not recommended for survey control.
 FE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0226.See file dsdata.txt to determine how the superseded data were derived.
 FE0226
 FE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824048(NAD 83)
 FE0226_MARKER: DR = REFERENCE MARK DISK
 FE0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0226_STAMPING: CHALK RM-1 1962
 FE0226_MARK LOGO: TNHD  
 FE0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0226+STABILITY: SURFACE MOTION
 FE0226
 FE0226  HISTORY     - Date     Condition        Report By
 FE0226  HISTORY     - 1962     MONUMENTED       TNHD
 FE0226
 FE0226                          STATION DESCRIPTION
 FE0226
 FE0226'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0226'5 MI NW FROM SAVANNAH.
 FE0226'THIS MARK IS LOCATED AT THE CHALK 1962 STATION SITE, 4 FEET
 FE0226'SOUTH OF A TRIANGULAR BLAZED, 6 INCH SOURWOOD TREE, 30.5 FEET
 FE0226'EAST OF A TRIANGULAR BLAZED 18 INCH WHITE OAK TREE, AND 29 FEET
 FE0226'SOUTH OF A TRIANGULAR BLAZED, 20 INCH, TWIN TRUNKED, WHITE OAK
 FE0226'TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0226'DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0224 ***********************************************************************
 FE0224  DESIGNATION -  CHALK RM 2
 FE0224  PID         -  FE0224
 FE0224  STATE/COUNTY-  TN/HARDIN
 FE0224  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0224
 FE0224                         *CURRENT SURVEY CONTROL
 FE0224  ___________________________________________________________________
 FE0224* NAD 83(1986)-  35 16 50.     (N)    088 17 35.     (W)     SCALED    
 FE0224* NAVD 88     -       152.246  (meters)     499.49   (feet)  ADJUSTED  
 FE0224  ___________________________________________________________________
 FE0224  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0224  DYNAMIC HT  -         152.108 (meters)     499.04  (feet)  COMP
 FE0224  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 FE0224
 FE0224  VERT ORDER  -  SECOND    CLASS 0
 FE0224
 FE0224.The horizontal coordinates were scaled from a topographic map and have
 FE0224.an estimated accuracy of +/- 6 seconds.
 FE0224
 FE0224.The orthometric height was determined by differential leveling
 FE0224.and adjusted by the National Geodetic Survey in June 1991..
 FE0224
 FE0224.The geoid height was determined by GEOID03.
 FE0224
 FE0224.The dynamic height is computed by dividing the NAVD 88
 FE0224.geopotential number by the normal gravity value computed on the
 FE0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0224.degrees latitude (g = 980.6199 gals.).
 FE0224
 FE0224.The modeled gravity was interpolated from observed gravity values.
 FE0224
 FE0224;                    North         East    Units  Estimated Accuracy
 FE0224;SPC TN       -   107,540.      391,410.      MT  (+/- 180 meters Scaled)
 FE0224
 FE0224                          SUPERSEDED SURVEY CONTROL
 FE0224
 FE0224  NGVD 29 (??/??/??)  152.257  (m)          499.53   (f) ADJUSTED    2 0
 FE0224
 FE0224.Superseded values are not recommended for survey control.
 FE0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0224.See file dsdata.txt to determine how the superseded data were derived.
 FE0224
 FE0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824049(NAD 83)
 FE0224_MARKER: DR = REFERENCE MARK DISK
 FE0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0224_STAMPING: CHALK RM-2 1962
 FE0224_MARK LOGO: TNHD  
 FE0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0224+STABILITY: SURFACE MOTION
 FE0224
 FE0224  HISTORY     - Date     Condition        Report By
 FE0224  HISTORY     - 1962     MONUMENTED       TNHD
 FE0224
 FE0224                          STATION DESCRIPTION
 FE0224
 FE0224'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0224'5 MI NW FROM SAVANNAH.
 FE0224'THIS MARK IS LOCATED AT THE CHALK 1962 STATION SITE, 26 FEET
 FE0224'SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD, 2 FEET NORTHEAST
 FE0224'OF A FENCE AND 10 FEET NORTHWEST OF AN 18 INCH WHITE OAK TREE.
 FE0224'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 FE0224'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1524 ***********************************************************************
 GD1524  DESIGNATION -  CHAMBERS
 GD1524  PID         -  GD1524
 GD1524  STATE/COUNTY-  TN/OBION
 GD1524  USGS QUAD   -  HARRIS (1983)
 GD1524
 GD1524                         *CURRENT SURVEY CONTROL
 GD1524  ___________________________________________________________________
 GD1524* NAD 83(1995)-  36 27 04.23800(N)    088 59 28.46242(W)     ADJUSTED  
 GD1524* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 GD1524  ___________________________________________________________________
 GD1524  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1524  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GD1524
 GD1524  HORZ ORDER  -  SECOND
 GD1524
 GD1524.The horizontal coordinates were established by classical geodetic methods
 GD1524.and adjusted by the National Geodetic Survey in April 1999..
 GD1524
 GD1524.The orthometric height was scaled from a topographic map.
 GD1524
 GD1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1524
 GD1524.The geoid height was determined by GEOID03.
 GD1524
 GD1524;                    North         East     Units Scale Factor Converg.
 GD1524;SPC TN       -   239,075.900   331,883.469   MT  1.00000630   -1 45 04.3
 GD1524;SPC TN       -   784,368.18  1,088,854.35   sFT  1.00000630   -1 45 04.3
 GD1524;UTM  16      - 4,035,835.265   321,551.469   MT  0.99999235   -1 11 00.2
 GD1524
 GD1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1524!SPC TN       -   0.99998510  x   1.00000630  =   0.99999140
 GD1524!UTM  16      -   0.99998510  x   0.99999235  =   0.99997745
 GD1524
 GD1524|---------------------------------------------------------------------|
 GD1524| PID    Reference Object                     Distance      Geod. Az  |
 GD1524|                                                           dddmmss.s |
 GD1524| CG3752 CHAMBERS RM 2                        41.179 METERS 00215     |
 GD1524| GD1546 FULTON BLACK BRICK CHIMNEY          APPROX.11.9 KM 0531610.1 |
 GD1524| CG3751 CHAMBERS RM 1                        29.822 METERS 11518     |
 GD1524| CG3750 CHAMBERS AZ MK                                     2224537.4 |
 GD1524| GD1613 UNION CITY CUMBERLAND PRESB CH      APPROX. 6.1 KM 2400841.0 |
 GD1524| GD1612 UNION CITY BROWN BILT SHOE TK       APPROX. 6.2 KM 2501820.8 |
 GD1524|---------------------------------------------------------------------|
 GD1524
 GD1524                          SUPERSEDED SURVEY CONTROL
 GD1524
 GD1524  NAD 83(1995)-  36 27 04.23935(N)    088 59 28.46141(W) AD(       ) 2
 GD1524  NAD 83(1995)-  36 27 04.24044(N)    088 59 28.46210(W) AD(       ) 2
 GD1524  NAD 83(1986)-  36 27 04.25064(N)    088 59 28.46172(W) AD(       ) 2
 GD1524  NAD 27      -  36 27 04.02500(N)    088 59 28.23400(W) AD(       ) 2
 GD1524
 GD1524.Superseded values are not recommended for survey control.
 GD1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1524.See file dsdata.txt to determine how the superseded data were derived.
 GD1524
 GD1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2155135835(NAD 83)
 GD1524_MARKER: DS = TRIANGULATION STATION DISK
 GD1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1524+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 GD1524
 GD1524  HISTORY     - Date     Condition        Report By
 GD1524  HISTORY     - 1934     MONUMENTED       CGS
 GD1524  HISTORY     - 1967     GOOD             CGS
 GD1524  HISTORY     - 20030811 GOOD             USACE
 GD1524
 GD1524                          STATION DESCRIPTION
 GD1524
 GD1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1524'ABOUT 4 MILES NORTH OF UNION CITY, 3-3/4 MILES SOUTH OF TENNESSEE
 GD1524'KENTUCKY STATE LINE, AND ON PROPERTY OF T. P. RUCKER.  TO REACH FROM
 GD1524'UNION CITY, FOLLOW U.S. ROUTE 45W NORTH 4.3 MILES TO TOP OF GRADE
 GD1524'AND STATION ON LEFT, ABOUT 250 FEET NORTH-NORTHWEST OF CENTER LINE
 GD1524'OF HIGHWAY, 48.5 FEET SOUTH OF 30-INCH WILD-CHERRY TREE, 16 FEET
 GD1524'NORTH OF SOUTHWEST CORNER OF SMALL CEMETERY, AND 10 INCHES EAST OF
 GD1524'WEST FENCE LINE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1524'STATION DISKS IN CONCRETE.  REFERENCE AND
 GD1524'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GD1524'NO. 1 IS ALONG FENCE LINE BETWEEN CEMETERY AND HIGHWAY, 30 FEET
 GD1524'SOUTH OF SOUTH FENCE LINE AROUND CEMETERY, AND 97.84 FEET FROM
 GD1524'STATION S 64 DEG 42 MIN E.  NO. 2 IS JUST INSIDE OF
 GD1524'FENCE, 4 FEET EAST OF NORTHWEST CORNER OF NORTH FENCE LINE AROUND
 GD1524'CEMETERY, AND 135.10 FEET FROM STATION N 02 DEG 15 MIN E.
 GD1524'AZIMUTH MARK IS 0.08 MILE SOUTHWEST OF FARM ROAD LEADING NORTHWEST
 GD1524'FROM ROUTE 45E, 25 FEET SOUTHEAST OF CENTER LINE OF ROUTE 45E, 1
 GD1524'FOOT NORTHWEST OF RIGHT-OF-WAY FENCE LINE, AND 0.3 MILE FROM
 GD1524'STATION S 42 DEG 46 MIN W.
 GD1524
 GD1524                          STATION RECOVERY (1967)
 GD1524
 GD1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1524'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1524'CONDITION. DUE TO CHANGES AT THE SITE, THE ORIGINAL DESCRIPTION IS NO
 GD1524'LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1524'
 GD1524'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF UNION CITY, ABOUT 3.75
 GD1524'MILES SOUTH OF THE TENNESSEE-KENTUCKY STATE LINE, AND AT THE SITE
 GD1524'OF A SMALL FAMILY CEMETERY.
 GD1524'
 GD1524'TO REACH THE STATION FROM THE POST OFFICE IN UNION CITY, GO EAST ONE
 GD1524'BLOCK TO U.S. HIGHWAYS 45W AND 51, THIS IS N. FIRST STREET.  HERE
 GD1524'TURN LEFT AND GO NORTH AND NORTHEASTERLY ON U.S. HIGHWAYS 45W AND 51
 GD1524'FOR 4.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GD1524'CONTINUE NORTHEASTERLY ON THE HIGHWAYS FOR 0.2 MILE TO THE OBION
 GD1524'COUNTY MEMORIAL GARDENS ON THE RIGHT AND THE J. AND J. AUTO
 GD1524'SALVAGE ON THE LEFT.  HERE TURN LEFT ON A PRIVATE DRIVE JUST
 GD1524'NORTHEAST OF THE AUTO SALVAGE OFFICE AND GO NORTHERLY THROUGH THE
 GD1524'LOT FOR ABOUT 0.1 MILE TO A LARGE BLACK CHERRY TREE, A CEMETERY, AND
 GD1524'THE STATION AS DESCRIBED.
 GD1524'
 GD1524'THE STATION IS IN AN OLD FENCE IN A THICKET OF SASSAFRAS SAPLINGS
 GD1524'ALONG THE WEST EDGE OF THE OLD DREWRY FAMILY CEMETERY, 82 FEET
 GD1524'SOUTHWEST OF A 20-INCH CEDAR TREE, 61 FEET WEST OF A 16-INCH
 GD1524'SASSAFRAS TREE, 47 FEET SOUTH OF A 30-INCH BLACK CHERRY TREE, 16.5
 GD1524'FEET WEST-NORTHWEST OF THE HEADSTONE OF THE DICK AND TUSA
 GD1524'DREWRY GRAVE, 15.5 FEET WEST OF THE HEADSTONE OF THE ROY E.
 GD1524'DREWRY GRAVE, AND 0.6 OF A FOOT EAST OF A METAL WITNESS POST AND
 GD1524'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1524'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GD1524'STAMPED CHAMBERS 1934.
 GD1524'
 GD1524'REFERENCE MARK NO. 1 IS 97.84 FEET SOUTHEAST OF THE STATION, 40 FEET
 GD1524'SOUTHEAST OF A 16-INCH SASSAFRAS TREE, 10 FEET NORTH OF AN 8-INCH
 GD1524'SOURWOOD TREE AND 1 FOOT WEST OF A FENCE.  IT IS A STANDARD DISK
 GD1524'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD1524'7 INCHES AND THE DISK IS STAMPED CHAMBERS NO 1 1934.
 GD1524'
 GD1524'REFERENCE MARK NO. 2 IS 135.10 FEET NORTH OF THE STATION, 74 FEET
 GD1524'NORTH-NORTHWEST OF A 20-INCH CEDAR TREE, 4 FEET EAST OF THE
 GD1524'NORTHWEST CORNER POST OF THE CEMETERY FENCE, AND 1 FOOT SOUTH OF THE
 GD1524'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1524'CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GD1524'STAMPED CHAMBERS NO 2 1934.
 GD1524'
 GD1524'NO EFFORT WAS MADE TO MEASURE THROUGH THE CEMETERY TO GET A DISTANCE
 GD1524'BETWEEN THE REFERENCE MARKS.
 GD1524'
 GD1524'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE SOUTHWEST OF THE STATION, 210
 GD1524'FEET SOUTHWEST OF A POWERLINE TRANSFORMER POLE, 190 FEET NORTHEAST
 GD1524'OF A POWERLINE TRANSFORMER POLE, 136 FEET SOUTHWEST OF A CONCRETE
 GD1524'RIGHT-OF-WAY MARKER POST, 70 FEET EAST OF A MAILBOX PLACED
 GD1524'BETWEEN TWO DRIVEWAYS, 1.3 FEET NORTHWEST OF A WOVEN WIRE FENCE, AND
 GD1524'0.6 OF A FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1524'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1524'ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS
 GD1524'STAMPED CHAMBERS AZI 1934.
 GD1524'
 GD1524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES
 GD1524'NORTH OF UNION CITY.
 GD1524
 GD1524                          STATION RECOVERY (2003)
 GD1524
 GD1524'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 GD1524'RM1 AND RM2 FOUND IN GOOD CONDITION. AZ MK NOT SEARCHED FOR. NO MARKS
 GD1524'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1441 ***********************************************************************
 FE1441  DESIGNATION -  CHAPEL
 FE1441  PID         -  FE1441
 FE1441  STATE/COUNTY-  TN/SHELBY
 FE1441  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1441
 FE1441                         *CURRENT SURVEY CONTROL
 FE1441  ___________________________________________________________________
 FE1441* NAD 83(1995)-  35 11 39.47852(N)    089 57 08.50206(W)     ADJUSTED  
 FE1441* NAVD 88     -        74.583  (meters)     244.69   (feet)  ADJUSTED  
 FE1441  ___________________________________________________________________
 FE1441  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FE1441  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1441  DYNAMIC HT  -          74.516 (meters)     244.47  (feet)  COMP
 FE1441  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FE1441
 FE1441  HORZ ORDER  -  SECOND
 FE1441  VERT ORDER  -  SECOND    CLASS 0
 FE1441
 FE1441.The horizontal coordinates were established by classical geodetic methods
 FE1441.and adjusted by the National Geodetic Survey in April 1999..
 FE1441
 FE1441.The orthometric height was determined by differential leveling
 FE1441.and adjusted by the National Geodetic Survey in June 1991..
 FE1441
 FE1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1441
 FE1441.The geoid height was determined by GEOID03.
 FE1441
 FE1441.The dynamic height is computed by dividing the NAVD 88
 FE1441.geopotential number by the normal gravity value computed on the
 FE1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1441.degrees latitude (g = 980.6199 gals.).
 FE1441
 FE1441.The modeled gravity was interpolated from observed gravity values.
 FE1441
 FE1441;                    North         East     Units Scale Factor Converg.
 FE1441;SPC TN       -   102,792.141   240,145.221   MT  1.00001030   -2 18 49.9
 FE1441;SPC TN       -   337,243.88    787,876.45   sFT  1.00001030   -2 18 49.9
 FE1441;UTM  16      - 3,898,584.197   231,190.247   MT  1.00049062   -1 42 09.4
 FE1441;UTM  15      - 3,898,846.308   777,487.324   MT  1.00054906   +1 45 27.5
 FE1441
 FE1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1441!SPC TN       -   0.99999258  x   1.00001030  =   1.00000288
 FE1441!UTM  16      -   0.99999258  x   1.00049062  =   1.00048320
 FE1441!UTM  15      -   0.99999258  x   1.00054906  =   1.00054163
 FE1441
 FE1441|---------------------------------------------------------------------|
 FE1441| PID    Reference Object                     Distance      Geod. Az  |
 FE1441|                                                           dddmmss.s |
 FE1441| FE1442 CHAPEL RM 1                          21.095 METERS 07151     |
 FE1441| FE1444 CHAPEL AZ MK                                       3064121.0 |
 FE1441| FE1443 CHAPEL RM 2                          25.359 METERS 31949     |
 FE1441|---------------------------------------------------------------------|
 FE1441
 FE1441                          SUPERSEDED SURVEY CONTROL
 FE1441
 FE1441  NAD 83(1995)-  35 11 39.48146(N)    089 57 08.50139(W) AD(       ) 2
 FE1441  NAD 83(1995)-  35 11 39.48413(N)    089 57 08.50153(W) AD(       ) 2
 FE1441  NAD 83(1986)-  35 11 39.48923(N)    089 57 08.50302(W) AD(       ) 2
 FE1441  NAD 27      -  35 11 39.17150(N)    089 57 08.18470(W) AD(       ) 2
 FE1441  NGVD 29 (??/??/??)   74.562  (m)          244.63   (f) ADJUSTED    2 0
 FE1441
 FE1441.Superseded values are not recommended for survey control.
 FE1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1441.See file dsdata.txt to determine how the superseded data were derived.
 FE1441
 FE1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3119098584(NAD 83)
 FE1441_MARKER: DE = TRAVERSE STATION DISK
 FE1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1441_STAMPING: CHAPEL 1959
 FE1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1441+STABILITY: SURFACE MOTION
 FE1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1441+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE1441
 FE1441  HISTORY     - Date     Condition        Report By
 FE1441  HISTORY     - 1959     MONUMENTED       CGS
 FE1441  HISTORY     - 1959     GOOD             CGS
 FE1441  HISTORY     - 20021015 GOOD             USACE
 FE1441
 FE1441                          STATION DESCRIPTION
 FE1441
 FE1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1441'THE STATION IS LOCATED 6-1/2 MILES NORTHEAST OF DOWNTOWN MEMPHIS, 2
 FE1441'MILES WEST-SOUTHWEST OF RALEIGH ON A HIGH POINT JUST NORTH OF
 FE1441'THE WOLF RIVER ON THE PROPERTY OF THE THOMAS CHAPEL SCHOOL. IT IS 57
 FE1441'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 56
 FE1441'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE AND 3 FEET
 FE1441'NORTHWEST OF A METAL WITNESS POST. THE MARK IS A STANDARD TRAVERSE
 FE1441'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS
 FE1441'SET FLUSH. IT IS STAMPED CHAPEL 1959.
 FE1441'
 FE1441'TO REACH THE STATION FROM THE POST OFFICE IN RALEIGH GO NORTH ON THE
 FE1441'AUSTIN PEAY HIGHWAY FOR 0.15 MILE TO A STOP-LIGHT AND A CROSSROAD.
 FE1441'TURN LEFT, WEST, ON JAMES ROAD AND GO 1.3 MILES TO A SIDE ROAD LEFT
 FE1441'(HIGHLAND ROAD). TURN LEFT, SOUTH, AND GO 0.3 MILE TO TURN IN THE
 FE1441'ROAD. TURN RIGHT, WEST, ON JAMES ROAD AND GO 0.4 MILE TO A SIDE ROAD
 FE1441'LEFT. TURN LEFT, S, ON NEW RALEIGH ROAD AND GO 0.3 MILE TO THE END OF
 FE1441'THE OILED ROAD. THE STATION IS ABOUT 50 YARDS SOUTHWEST OF THIS POINT
 FE1441'BEHIND THE THOMAS CHAPEL SCHOOL.
 FE1441'
 FE1441'TO REACH THE AZIMUTH MARK FROM THE THOMAS CHAPEL SCHOOL GO NORTH ON
 FE1441'NEW RALEIGH ROAD FOR 50 YARDS TO A SIDE ROAD LEFT.  TURN LEFT, WEST,
 FE1441'ON THE GRAVELED ROAD (CHAPEL ROAD) AND GO 0.2 MILE TO THE AZIMUTH
 FE1441'MARK ON THE LEFT AS DESCRIBED.
 FE1441'
 FE1441'REFERENCE MARK NO. 1 IS 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FE1441'THE SCHOOLHOUSE, 6 FEET WEST-SOUTHWEST OF A SMALL ELM TREE AND 5
 FE1441'FEET WEST OF A CUT-BANK. THE MARK IS A STANDARD REFERENCE MARK DISK
 FE1441'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS 2
 FE1441'FEET HIGHER IN ELEVATION THAN THE STATION MARK. IT IS SET FLUSH AND
 FE1441'IS STAMPED CHAPEL NO 1 1959.
 FE1441'
 FE1441'REFERENCE MARK NO. 2 IS 36 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 FE1441'THE SCHOOLHOUSE AND 31 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 FE1441'OF THE SCHOOLHOUSE. THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 FE1441'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT. IT IS SET FLUSH
 FE1441'AND IS STAMPED CHAPEL NO 2 1959.
 FE1441'
 FE1441'THE AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD
 FE1441'(CHAPEL ROAD), 2 FEET EAST OF A POWER LINE POLE AND 2 FEET NORTH OF A
 FE1441'FENCE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST. THE MARK IS A
 FE1441'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12 INCH SQUARE
 FE1441'CONCRETE MONUMENT. IT IS SET FLUSH AND IS STAMPED CHAPEL 1959.
 FE1441'
 FE1441'HEIGHT OF LIGHT ABOVE STATION MARK 26.09 METERS.
 FE1441
 FE1441                          STATION RECOVERY (1959)
 FE1441
 FE1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1441'IN MEMPHIS.
 FE1441'TO REACH THE STATION FROM THE POST OFFICE IN RALEIGH GO NORTH ON
 FE1441'THE AUSTIN PEAY HIGHWAY FOR 0.15 MILE TO A STOP-LIGHT AND A
 FE1441'CROSSROAD.  TURN LEFT, WEST, ON JAMES ROAD AND GO 1.3 MILES TO
 FE1441'A SIDE ROAD LEFT (HIGHLAND ROAD).  TURN LEFT, SOUTH, AND GO 0.3
 FE1441'MILE TO TURN IN THE ROAD.  TURN RIGHT, WEST, ON JAMES ROAD AND
 FE1441'GO 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH, ON NEW
 FE1441'RALEIGH ROAD AND GO 0.3 MILE TO THE END OF THE OILED ROAD.  THE
 FE1441'STATION IS ABOUT 50 YARDS SOUTHWEST OF THIS POINT BEHIND THE
 FE1441'THOMAS CHAPEL SCHOOL.  THE MARK IS A STANDARD TRAVERSE DISK SET
 FE1441'IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 57 FEET
 FE1441'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 56 FEET
 FE1441'SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 3 FEET
 FE1441'NORTHWEST OF A METAL WITNESS POST.  IT IS LOCATED 1 MILE WEST OF
 FE1441'A 215.
 FE1441
 FE1441                          STATION RECOVERY (2002)
 FE1441
 FE1441'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1444 ***********************************************************************
 FE1444  DESIGNATION -  CHAPEL AZ MK
 FE1444  PID         -  FE1444
 FE1444  STATE/COUNTY-  TN/SHELBY
 FE1444  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1444
 FE1444                         *CURRENT SURVEY CONTROL
 FE1444  ___________________________________________________________________
 FE1444* NAD 83(1986)-  35 11 39.     (N)    089 57 08.     (W)     SCALED    
 FE1444* NAVD 88     -        69.413  (meters)     227.73   (feet)  ADJUSTED  
 FE1444  ___________________________________________________________________
 FE1444  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1444  DYNAMIC HT  -          69.350 (meters)     227.53  (feet)  COMP
 FE1444  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FE1444
 FE1444  VERT ORDER  -  SECOND    CLASS 0
 FE1444
 FE1444.The horizontal coordinates were scaled from a topographic map and have
 FE1444.an estimated accuracy of +/- 6 seconds.
 FE1444
 FE1444.The orthometric height was determined by differential leveling
 FE1444.and adjusted by the National Geodetic Survey in June 1991..
 FE1444
 FE1444.The geoid height was determined by GEOID03.
 FE1444
 FE1444.The dynamic height is computed by dividing the NAVD 88
 FE1444.geopotential number by the normal gravity value computed on the
 FE1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1444.degrees latitude (g = 980.6199 gals.).
 FE1444
 FE1444.The modeled gravity was interpolated from observed gravity values.
 FE1444
 FE1444;                    North         East    Units  Estimated Accuracy
 FE1444;SPC TN       -   102,780.      240,160.      MT  (+/- 180 meters Scaled)
 FE1444
 FE1444                          SUPERSEDED SURVEY CONTROL
 FE1444
 FE1444  NGVD 29 (??/??/??)   69.392  (m)          227.66   (f) ADJUSTED    2 0
 FE1444
 FE1444.Superseded values are not recommended for survey control.
 FE1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1444.See file dsdata.txt to determine how the superseded data were derived.
 FE1444
 FE1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD312985(NAD 83)
 FE1444_MARKER: DZ = AZIMUTH MARK DISK
 FE1444_SETTING: 0 = UNSPECIFIED SETTING
 FE1444_STAMPING: CHAPEL 1959
 FE1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1444
 FE1444  HISTORY     - Date     Condition        Report By
 FE1444  HISTORY     - 1959     MONUMENTED       CGS
 FE1444  HISTORY     - 1959     GOOD             CGS
 FE1444  HISTORY     - 20021015 MARK NOT FOUND   USACE
 FE1444
 FE1444                          STATION DESCRIPTION
 FE1444
 FE1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1444'IN MEMPHIS.
 FE1444'TO REACH FROM THE THOMAS CHAPEL SCHOOL, GO NORTH ON NEW RALEIGH
 FE1444'ROAD FOR 50 YARDS TO A SIDE ROAD LEFT.  TURN LEFT, WEST, ON THE
 FE1444'GRAVELED ROAD (CHAPEL ROAD) AND GO 0.2 MILE TO THE MARK ON THE
 FE1444'LEFT WHICH IS 19 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD
 FE1444'(CHAPEL ROAD), 2 FEET EAST OF A POWERLINE POLE, 2 FEET NORTH OF
 FE1444'A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 FE1444
 FE1444                          STATION RECOVERY (2002)
 FE1444
 FE1444'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1442 ***********************************************************************
 FE1442  DESIGNATION -  CHAPEL RM 1
 FE1442  PID         -  FE1442
 FE1442  STATE/COUNTY-  TN/SHELBY
 FE1442  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1442
 FE1442                         *CURRENT SURVEY CONTROL
 FE1442  ___________________________________________________________________
 FE1442* NAD 83(1986)-  35 11 40.     (N)    089 57 09.     (W)     SCALED    
 FE1442* NAVD 88     -        75.371  (meters)     247.28   (feet)  ADJUSTED  
 FE1442  ___________________________________________________________________
 FE1442  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1442  DYNAMIC HT  -          75.303 (meters)     247.06  (feet)  COMP
 FE1442  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 FE1442
 FE1442  VERT ORDER  -  SECOND    CLASS 0
 FE1442
 FE1442.The horizontal coordinates were scaled from a topographic map and have
 FE1442.an estimated accuracy of +/- 6 seconds.
 FE1442
 FE1442.The orthometric height was determined by differential leveling
 FE1442.and adjusted by the National Geodetic Survey in June 1991..
 FE1442
 FE1442.The geoid height was determined by GEOID03.
 FE1442
 FE1442.The dynamic height is computed by dividing the NAVD 88
 FE1442.geopotential number by the normal gravity value computed on the
 FE1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1442.degrees latitude (g = 980.6199 gals.).
 FE1442
 FE1442.The modeled gravity was interpolated from observed gravity values.
 FE1442
 FE1442;                    North         East    Units  Estimated Accuracy
 FE1442;SPC TN       -   102,810.      240,130.      MT  (+/- 180 meters Scaled)
 FE1442
 FE1442                          SUPERSEDED SURVEY CONTROL
 FE1442
 FE1442  NGVD 29 (??/??/??)   75.349  (m)          247.21   (f) ADJUSTED    2 0
 FE1442
 FE1442.Superseded values are not recommended for survey control.
 FE1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1442.See file dsdata.txt to determine how the superseded data were derived.
 FE1442
 FE1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD311986(NAD 83)
 FE1442_MARKER: DR = REFERENCE MARK DISK
 FE1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1442_STAMPING: CHAPEL NO 1 1959
 FE1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1442+STABILITY: SURFACE MOTION
 FE1442
 FE1442  HISTORY     - Date     Condition        Report By
 FE1442  HISTORY     - 1959     MONUMENTED       CGS
 FE1442  HISTORY     - 1959     GOOD             CGS
 FE1442  HISTORY     - 20021015 POOR             USACE
 FE1442
 FE1442                          STATION DESCRIPTION
 FE1442
 FE1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1442'IN MEMPHIS.
 FE1442'IT IS LOCATED AT THE STATION SITE, SET IN THE TOP OF A CONCRETE
 FE1442'MONUMENT WHICH IS FLUSH, 34 FEET SOUTHEAST OF THE SOUTHEAST
 FE1442'CORNER OF THE SCHOOLHOUSE, 6 FEET WEST-SOUTHWEST OF A SMALL ELM
 FE1442'TREE, 5 FEET WEST OF A CUT-BANK, 69.2 FEET NORTHEAST OF THE
 FE1442'STATION MARK.
 FE1442
 FE1442                          STATION RECOVERY (2002)
 FE1442
 FE1442'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1442'MARK DESTROYED. FOUND MONUMENT, DUG UP, LAYING ON SIDE UNDER PORCH OF
 FE1442'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1443 ***********************************************************************
 FE1443  DESIGNATION -  CHAPEL RM 2
 FE1443  PID         -  FE1443
 FE1443  STATE/COUNTY-  TN/SHELBY
 FE1443  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1443
 FE1443                         *CURRENT SURVEY CONTROL
 FE1443  ___________________________________________________________________
 FE1443* NAD 83(1986)-  35 11 40.     (N)    089 57 09.     (W)     SCALED    
 FE1443* NAVD 88     -        74.245  (meters)     243.59   (feet)  ADJUSTED  
 FE1443  ___________________________________________________________________
 FE1443  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1443  DYNAMIC HT  -          74.178 (meters)     243.37  (feet)  COMP
 FE1443  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 FE1443
 FE1443  VERT ORDER  -  SECOND    CLASS 0
 FE1443
 FE1443.The horizontal coordinates were scaled from a topographic map and have
 FE1443.an estimated accuracy of +/- 6 seconds.
 FE1443
 FE1443.The orthometric height was determined by differential leveling
 FE1443.and adjusted by the National Geodetic Survey in June 1991..
 FE1443
 FE1443.The geoid height was determined by GEOID03.
 FE1443
 FE1443.The dynamic height is computed by dividing the NAVD 88
 FE1443.geopotential number by the normal gravity value computed on the
 FE1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1443.degrees latitude (g = 980.6199 gals.).
 FE1443
 FE1443.The modeled gravity was interpolated from observed gravity values.
 FE1443
 FE1443;                    North         East    Units  Estimated Accuracy
 FE1443;SPC TN       -   102,810.      240,130.      MT  (+/- 180 meters Scaled)
 FE1443
 FE1443                          SUPERSEDED SURVEY CONTROL
 FE1443
 FE1443  NGVD 29 (??/??/??)   74.223  (m)          243.51   (f) ADJUSTED    2 0
 FE1443
 FE1443.Superseded values are not recommended for survey control.
 FE1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1443.See file dsdata.txt to determine how the superseded data were derived.
 FE1443
 FE1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD311986(NAD 83)
 FE1443_MARKER: DR = REFERENCE MARK DISK
 FE1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1443_STAMPING: CHAPEL NO 2 1959
 FE1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1443+STABILITY: SURFACE MOTION
 FE1443
 FE1443  HISTORY     - Date     Condition        Report By
 FE1443  HISTORY     - 1959     MONUMENTED       CGS
 FE1443  HISTORY     - 1959     GOOD             CGS
 FE1443  HISTORY     - 20021015 MARK NOT FOUND   USACE
 FE1443
 FE1443                          STATION DESCRIPTION
 FE1443
 FE1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1443'IN MEMPHIS.
 FE1443'IT IS LOCATED AT THE STATION SITE, SET IN THE TOP OF A CONCRETE
 FE1443'MONUMENT WHICH IS FLUSH, 36 FEET SOUTHWEST OF THE NORTHWEST
 FE1443'CORNER OF THE SCHOOLHOUSE, 31 FEET WEST-NORTHWEST OF THE
 FE1443'SOUTHWEST CORNER OF SCHOOLHOUSE, 83.2 FEET NORTHWEST OF THE
 FE1443'STATION MARK.
 FE1443
 FE1443                          STATION RECOVERY (2002)
 FE1443
 FE1443'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1443'MONUMENT IS COVERED BY ADDITION TO CHURCH AND SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2636 ***********************************************************************
 FE2636  DESIGNATION -  CHARLESTON
 FE2636  PID         -  FE2636
 FE2636  STATE/COUNTY-  TN/TIPTON
 FE2636  USGS QUAD   -  GIFT (1983)
 FE2636
 FE2636                         *CURRENT SURVEY CONTROL
 FE2636  ___________________________________________________________________
 FE2636* NAD 83(1995)-  35 30 39.75970(N)    089 32 36.09351(W)     ADJUSTED  
 FE2636* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 FE2636  ___________________________________________________________________
 FE2636  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 FE2636  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2636
 FE2636  HORZ ORDER  -  SECOND
 FE2636
 FE2636.The horizontal coordinates were established by classical geodetic methods
 FE2636.and adjusted by the National Geodetic Survey in April 1999..
 FE2636
 FE2636.The orthometric height was scaled from a topographic map.
 FE2636
 FE2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2636
 FE2636.The geoid height was determined by GEOID03.
 FE2636
 FE2636;                    North         East     Units Scale Factor Converg.
 FE2636;SPC TN       -   136,484.369   278,638.905   MT  0.99996420   -2 04 27.9
 FE2636;SPC TN       -   447,782.47    914,167.81   sFT  0.99996420   -2 04 27.9
 FE2636;UTM  16      - 3,932,693.173   269,341.596   MT  1.00025568   -1 28 40.8
 FE2636
 FE2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2636!SPC TN       -   0.99998389  x   0.99996420  =   0.99994809
 FE2636!UTM  16      -   0.99998389  x   1.00025568  =   1.00023957
 FE2636
 FE2636|---------------------------------------------------------------------|
 FE2636| PID    Reference Object                     Distance      Geod. Az  |
 FE2636|                                                           dddmmss.s |
 FE2636| CG3755 CHARLESTON RM 1                      26.685 METERS 08407     |
 FE2636| FE2520 MASON MUNICIPAL TANK                APPROX.11.1 KM 1753534.2 |
 FE2636| CG3754 CHARLESTON AZ MK                                   2861616.3 |
 FE2636| FE2644 COVINGTON RAD STA WKBL MAST         APPROX.12.1 KM 3141434.9 |
 FE2636| CG3756 CHARLESTON RM 2                      24.337 METERS 32025     |
 FE2636|---------------------------------------------------------------------|
 FE2636
 FE2636                          SUPERSEDED SURVEY CONTROL
 FE2636
 FE2636  NAD 83(1995)-  35 30 39.76637(N)    089 32 36.09433(W) AD(       ) 2
 FE2636  NAD 83(1986)-  35 30 39.77146(N)    089 32 36.09432(W) AD(       ) 2
 FE2636  NAD 27      -  35 30 39.47840(N)    089 32 35.82140(W) AD(       ) 2
 FE2636
 FE2636.Superseded values are not recommended for survey control.
 FE2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2636.See file dsdata.txt to determine how the superseded data were derived.
 FE2636
 FE2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6934232693(NAD 83)
 FE2636_MARKER: DS = TRIANGULATION STATION DISK
 FE2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2636
 FE2636  HISTORY     - Date     Condition        Report By
 FE2636  HISTORY     - 1958     MONUMENTED       CGS
 FE2636
 FE2636                          STATION DESCRIPTION
 FE2636
 FE2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2636'THE STATION IS ABOUT 7 MILES SOUTHEAST OF COVINGTON, ABOUT 8 MILES
 FE2636'NORTHWEST OF STANTON, ABOUT 6-1/2 MILES NORTH OF MASON AND ON
 FE2636'PROPERTY OWNED BY MRS. SHOAF.  IT IS 101 FEET EAST OF A 4 FOOT OAK
 FE2636'TREE, 6 FEET NORTHEAST OF A WHITE WITNESS POST, 119 FEET
 FE2636'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY AND ON THE HIGHEST POINT OF
 FE2636'A SMALL HILL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2636'CHARLESTON 1958.
 FE2636'
 FE2636'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE IN
 FE2636'COVINGTON, GO EAST ON STATE HIGHWAY 54 FOR 0.75 MILE TO A
 FE2636'Y-INTERSECTION.  BEAR RIGHT AND GO SOUTHEAST FOR 5.95 MILES TO THE
 FE2636'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.25 MILE TO THE
 FE2636'TABERNACLE LOOKOUT TOWER AND A FARM DRIVEWAY ON THE LEFT.  TURN LEFT
 FE2636'ON THE DRIVEWAY AND GO 0.1 MILE TO THE STATION ON THE RIGHT.
 FE2636'
 FE2636'REFERENCE MARK 1 IS 91 FEET EAST OF A WHITE WITNESS POST, 1 FOOT
 FE2636'NORTHWEST OF A FENCE AND 20 FEET SOUTH OF A 4 FEET OAK TREE.  THE
 FE2636'MONUMENT IS FLUSH AND THE DISK IS STAMPED CHARLESTON NO 1 1958.
 FE2636'
 FE2636'REFERENCE MARK 2 IS 38 FEET SOUTHEAST OF A GRAVELED DRIVEWAY, 88 FEET
 FE2636'NORTH OF A 4 FOOT OAK TREE AND 82 FEET NORTHWEST OF A WHITE WITNESS
 FE2636'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHARLESTON NO 2
 FE2636'1958.
 FE2636'
 FE2636'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF THE CENTERLINE OF A PAVED
 FE2636'ROAD, 24 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND
 FE2636'63 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 FE2636'IS FLUSH AND THE DISK IS STAMPED CHARLESTON 1958.
 FE2636'
 FE2636'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1800 ***********************************************************************
 FC1800  DESIGNATION -  CHARLESTON CALHOUN MUN SPIPE
 FC1800  PID         -  FC1800
 FC1800  STATE/COUNTY-  TN/BRADLEY
 FC1800  USGS QUAD   -  CHARLESTON (1980)
 FC1800
 FC1800                         *CURRENT SURVEY CONTROL
 FC1800  ___________________________________________________________________
 FC1800* NAD 83(1995)-  35 16 53.00995(N)    084 45 03.98703(W)     ADJUSTED  
 FC1800* NAVD 88     -                                                        
 FC1800  ___________________________________________________________________
 FC1800  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FC1800  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC1800
 FC1800  HORZ ORDER  -  THIRD
 FC1800
 FC1800.The horizontal coordinates were established by classical geodetic methods
 FC1800.and adjusted by the National Geodetic Survey in April 1999..
 FC1800
 FC1800
 FC1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1800
 FC1800.The geoid height was determined by GEOID03.
 FC1800
 FC1800;                    North         East     Units Scale Factor Converg.
 FC1800;SPC TN       -   105,912.218   713,613.740   MT  0.99999461   +0 43 52.1
 FC1800;SPC TN       -   347,480.34  2,341,247.75   sFT  0.99999461   +0 43 52.1
 FC1800;UTM  16      - 3,906,568.164   704,527.777   MT  1.00011555   +1 17 57.8
 FC1800
 FC1800                          SUPERSEDED SURVEY CONTROL
 FC1800
 FC1800  NAD 83(1995)-  35 16 53.01275(N)    084 45 03.98739(W) AD(       ) 4
 FC1800  NAD 83(1995)-  35 16 53.01194(N)    084 45 03.98753(W) AD(       ) 4
 FC1800  NAD 83(1995)-  35 16 53.01250(N)    084 45 03.98642(W) AD(       ) 4
 FC1800  NAD 83(1986)-  35 16 53.01566(N)    084 45 03.98412(W) AD(       ) 4
 FC1800  NAD 27      -  35 16 52.75200(N)    084 45 04.20400(W) AD(       ) 3
 FC1800
 FC1800.Superseded values are not recommended for survey control.
 FC1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1800.See file dsdata.txt to determine how the superseded data were derived.
 FC1800
 FC1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0452806568(NAD 83)
 FC1800_MARKER: 52 = STANDPIPE TANK
 FC1800
 FC1800  HISTORY     - Date     Condition        Report By
 FC1800  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1800
 FC1800                          STATION DESCRIPTION
 FC1800
 FC1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1800'THE STATION IS LOCATED IN THE EASTERN SECTION OF CHARLESTON, ABOUT
 FC1800'0.2 MILE SOUTH OF THE HIWASSEE RIVER AND ON THE HIGHEST HILL IN
 FC1800'THE IMMEDIATE VICINITY. IT IS A STEEL CYLINDER STRUCTURE, SILVER IN
 FC1800'COLOR AND THE OVER-ALL HEIGHT IS ABOUT 85 FEET. THE POINT
 FC1800'INTERSECTED WAS THE BALL AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0580 ***********************************************************************
 GC0580  DESIGNATION -  CHARLOTTE
 GC0580  PID         -  GC0580
 GC0580  STATE/COUNTY-  TN/DAVIDSON
 GC0580  USGS QUAD   -  SCOTTSBORO (1983)
 GC0580
 GC0580                         *CURRENT SURVEY CONTROL
 GC0580  ___________________________________________________________________
 GC0580* NAD 83(1986)-  36 08 00.     (N)    086 53 28.     (W)     SCALED    
 GC0580* NAVD 88     -       155.750  (meters)     510.99   (feet)  ADJUSTED  
 GC0580  ___________________________________________________________________
 GC0580  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0580  DYNAMIC HT  -         155.616 (meters)     510.55  (feet)  COMP
 GC0580  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC0580
 GC0580  VERT ORDER  -  SECOND    CLASS 0
 GC0580
 GC0580.The horizontal coordinates were scaled from a topographic map and have
 GC0580.an estimated accuracy of +/- 6 seconds.
 GC0580
 GC0580.The orthometric height was determined by differential leveling
 GC0580.and adjusted by the National Geodetic Survey in June 1991..
 GC0580
 GC0580.The geoid height was determined by GEOID03.
 GC0580
 GC0580.The dynamic height is computed by dividing the NAVD 88
 GC0580.geopotential number by the normal gravity value computed on the
 GC0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0580.degrees latitude (g = 980.6199 gals.).
 GC0580
 GC0580.The modeled gravity was interpolated from observed gravity values.
 GC0580
 GC0580;                    North         East    Units  Estimated Accuracy
 GC0580;SPC TN       -   200,080.      519,790.      MT  (+/- 180 meters Scaled)
 GC0580
 GC0580                          SUPERSEDED SURVEY CONTROL
 GC0580
 GC0580  NGVD 29 (??/??/92)  155.771  (m)          511.06   (f) ADJ UNCH    2 0
 GC0580
 GC0580.Superseded values are not recommended for survey control.
 GC0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0580.See file dsdata.txt to determine how the superseded data were derived.
 GC0580
 GC0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE097987(NAD 83)
 GC0580_MARKER: DE = TRAVERSE STATION DISK
 GC0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0580_STAMPING: CHARLOTTE 1959
 GC0580_MARK LOGO: CGS   
 GC0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0580+STABILITY: SURFACE MOTION
 GC0580
 GC0580  HISTORY     - Date     Condition        Report By
 GC0580  HISTORY     - 1959     MONUMENTED       CGS
 GC0580
 GC0580                          STATION DESCRIPTION
 GC0580
 GC0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0580'3.2 MI SW FROM NASHVILLE.
 GC0580'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0580'NASHVILLE GO 3.2 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S. HIGHWAY
 GC0580'70 N), 42 FT. SOUTH OF THE CENTER OF U.S. HIGHWAY 70 N 28 FT.
 GC0580'NORTH OF THE CENTER OF A GRAVELED DRIVEWAY AND 11 FT. NORTH OF
 GC0580'A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST THAT IS
 GC0580'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2325 ***********************************************************************
 GC2325  DESIGNATION -  CHARLOTTE
 GC2325  PID         -  GC2325
 GC2325  STATE/COUNTY-  TN/DAVIDSON
 GC2325  USGS QUAD   -  SCOTTSBORO (1983)
 GC2325
 GC2325                         *CURRENT SURVEY CONTROL
 GC2325  ___________________________________________________________________
 GC2325* NAD 83(1995)-  36 08 00.27684(N)    086 53 27.81612(W)     ADJUSTED  
 GC2325* NAVD 88     -       155.75   (+/-2cm)     511.0    (feet)  VERTCON   
 GC2325  ___________________________________________________________________
 GC2325  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GC2325  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC2325
 GC2325  HORZ ORDER  -  SECOND
 GC2325  VERT ORDER  -  THIRD ? (See Below)
 GC2325
 GC2325.The horizontal coordinates were established by classical geodetic methods
 GC2325.and adjusted by the National Geodetic Survey in April 1999..
 GC2325
 GC2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2325.The vertical order pertains to the NGVD 29 superseded value.
 GC2325
 GC2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2325
 GC2325.The geoid height was determined by GEOID03.
 GC2325
 GC2325;                    North         East     Units Scale Factor Converg.
 GC2325;SPC TN       -   200,083.145   519,798.433   MT  0.99996201   -0 31 18.0
 GC2325;SPC TN       -   656,439.45  1,705,372.03   sFT  0.99996201   -0 31 18.0
 GC2325;UTM  16      - 3,998,751.258   509,801.938   MT  0.99960118   +0 03 51.3
 GC2325
 GC2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2325!SPC TN       -   0.99998014  x   0.99996201  =   0.99994215
 GC2325!UTM  16      -   0.99998014  x   0.99960118  =   0.99958133
 GC2325
 GC2325|---------------------------------------------------------------------|
 GC2325| PID    Reference Object                     Distance      Geod. Az  |
 GC2325|                                                           dddmmss.s |
 GC2325| GC0581 CHARLOTTE RM 1                       20.737 METERS 05826     |
 GC2325| GC2326 CHARLOTTE AZ MK                     APPROX. 1.4 KM 2455109.1 |
 GC2325| GC2328 2599                                 28.282 METERS 25349     |
 GC2325|---------------------------------------------------------------------|
 GC2325
 GC2325                          SUPERSEDED SURVEY CONTROL
 GC2325
 GC2325  NAD 83(1995)-  36 08 00.27891(N)    086 53 27.81811(W) AD(       ) 2
 GC2325  NAD 83(1995)-  36 08 00.28038(N)    086 53 27.81866(W) AD(       ) 2
 GC2325  NAD 83(1986)-  36 08 00.28712(N)    086 53 27.81962(W) AD(       ) 2
 GC2325  NAD 27      -  36 08 00.07790(N)    086 53 27.81380(W) AD(       ) 2
 GC2325  NGVD 29 (07/19/86)  155.77   (m)          511.1    (f) LEVELING    3  
 GC2325
 GC2325.Superseded values are not recommended for survey control.
 GC2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2325.See file dsdata.txt to determine how the superseded data were derived.
 GC2325
 GC2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0980298751(NAD 83)
 GC2325_MARKER: DE = TRAVERSE STATION DISK
 GC2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2325
 GC2325  HISTORY     - Date     Condition        Report By
 GC2325  HISTORY     - 1959     MONUMENTED       CGS
 GC2325
 GC2325                          STATION DESCRIPTION
 GC2325
 GC2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2325'THE STATION IS LOCATED ABOUT 6 MILES WEST OF THE DOWNTOWN SECTION OF
 GC2325'NASHVILLE AND ABOUT 2-1/2 MILES NORTH-NORTHWEST OF BELLE MEADE
 GC2325'COMMUNITY.
 GC2325'
 GC2325'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC2325'CHARLOTTE ROAD IN NASHVILLE, GO WEST ON CHARLOTTE ROAD, (U.S.
 GC2325'HIGHWAY 70 N) FOR 3.05 MILES TO A DRIVEWAY LEADING INTO RESIDENCE NO.
 GC2325'6817 CHARLOTTE ROAD AND THE STATION JUST WEST OF THIS DRIVEWAY ON
 GC2325'THE LEFT AS DESCRIBED.
 GC2325'
 GC2325'THE STATION IS 42 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70 N, 28
 GC2325'FEET NORTH OF THE CENTER OF A GRAVELED DRIVEWAY AND 11 FEET
 GC2325'NORTH OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK SET IN A
 GC2325'10-INCH SQUARE CONCRETE POST WITH AN UNDERGROUND MARK. IT IS
 GC2325'SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED
 GC2325'CHARLOTTE 1959.
 GC2325'
 GC2325'REFERENCE MARK NO. 1 IS 98 FEET WEST OF THE CENTER OF A DRIVEWAY
 GC2325'LEADING INTO RESIDENCE NO. 6817 CHARLOTTE ROAD, 39 FEET SOUTH OF
 GC2325'THE CENTER OF U.S. HIGHWAY 70 N AND 19 FEET NORTH OF THE CENTER OF A
 GC2325'GRAVELED DRIVEWAY. IT PROJECTS 3 INCHES ABOVE THE SURROUNDING
 GC2325'SURFACE AND THE DISK IS STAMPED CHARLOTTE NO. 1 1959.
 GC2325'
 GC2325'COAST AND GEODETIC SURVEY AND STATE SURVEY MARK NO. 2599 WAS USED AS
 GC2325'REFERENCE MARK NO. 2. IT IS 27 FEET SOUTH OF THE CENTER OF U.S.
 GC2325'HIGHWAY 70 N AND DIRECTLY UNDER A TELEPHONE CABLE. IT IS A BRONZE
 GC2325'DISK SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST, SET FLUSH WITH
 GC2325'THE SURROUNDING SURFACE AND THE DISK IS STAMPED 2599.
 GC2325'
 GC2325'THE AZIMUTH MARK IS ON A SLOPE NORTHWEST OF THE BELLE MEADE SCHOOL,
 GC2325'100 FEET WEST OF THE WEST EDGE OF AN OUTDOOR BASKETBALL
 GC2325'COURT, 78 FEET SOUTHEAST OF A SIGN, (MORENEJON THOMAS AND LIZ-BILL
 GC2325'SIEGRIST), 25 FEET EAST OF AN OILED DRIVEWAY AND 4.5 FEET
 GC2325'NORTHEAST OF A WITNESS SIGN.
 GC2325'
 GC2325'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 GC2325'70 N FOR 1.0 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ON DRIVEWAY
 GC2325'FOR ABOUT 100 YARDS AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2325'
 GC2325'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2554 ***********************************************************************
 GC2554  DESIGNATION -  CHARLOTTE
 GC2554  PID         -  GC2554
 GC2554  STATE/COUNTY-  TN/DICKSON
 GC2554  USGS QUAD   -  CHARLOTTE (1983)
 GC2554
 GC2554                         *CURRENT SURVEY CONTROL
 GC2554  ___________________________________________________________________
 GC2554* NAD 83(1995)-  36 09 05.12381(N)    087 21 04.89855(W)     ADJUSTED  
 GC2554* NAVD 88     -       250.68   (+/-2cm)     822.4    (feet)  VERTCON   
 GC2554  ___________________________________________________________________
 GC2554  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GC2554  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC2554
 GC2554  HORZ ORDER  -  THIRD
 GC2554  VERT ORDER  -  THIRD ? (See Below)
 GC2554
 GC2554.The horizontal coordinates were established by classical geodetic methods
 GC2554.and adjusted by the National Geodetic Survey in April 1999..
 GC2554
 GC2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2554.The vertical order pertains to the NGVD 29 superseded value.
 GC2554
 GC2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2554
 GC2554.The geoid height was determined by GEOID03.
 GC2554
 GC2554;                    North         East     Units Scale Factor Converg.
 GC2554;SPC TN       -   202,556.273   478,397.969   MT  0.99996369   -0 47 28.1
 GC2554;SPC TN       -   664,553.37  1,569,544.00   sFT  0.99996369   -0 47 28.1
 GC2554;UTM  16      - 4,000,800.892   468,393.283   MT  0.99961231   -0 12 26.2
 GC2554
 GC2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2554!SPC TN       -   0.99996520  x   0.99996369  =   0.99992889
 GC2554!UTM  16      -   0.99996520  x   0.99961231  =   0.99957752
 GC2554
 GC2554|---------------------------------------------------------------------|
 GC2554| PID    Reference Object                     Distance      Geod. Az  |
 GC2554|                                                           dddmmss.s |
 GC2554| CG5074 CHARLOTTE RM 2                       15.042 METERS 08822     |
 GC2554| CG5073 CHARLOTTE RM 1                       10.940 METERS 19531     |
 GC2554| CG5072 CHARLOTTE AZ MK                                    2563310.0 |
 GC2554|---------------------------------------------------------------------|
 GC2554
 GC2554                          SUPERSEDED SURVEY CONTROL
 GC2554
 GC2554  NAD 83(1995)-  36 09 05.12570(N)    087 21 04.90133(W) AD(       ) 3
 GC2554  NAD 83(1995)-  36 09 05.12663(N)    087 21 04.90228(W) AD(       ) 3
 GC2554  NAD 83(1986)-  36 09 05.13384(N)    087 21 04.90122(W) AD(       ) 3
 GC2554  NAD 27      -  36 09 04.92500(N)    087 21 04.86400(W) AD(       ) 3
 GC2554  NGVD 29 (07/19/86)  250.69   (m)          822.5    (f) LEVELING    3  
 GC2554
 GC2554.Superseded values are not recommended for survey control.
 GC2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2554.See file dsdata.txt to determine how the superseded data were derived.
 GC2554
 GC2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6839300801(NAD 83)
 GC2554_MARKER: DS = TRIANGULATION STATION DISK
 GC2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2554
 GC2554  HISTORY     - Date     Condition        Report By
 GC2554  HISTORY     - 1953     MONUMENTED       CGS
 GC2554
 GC2554                          STATION DESCRIPTION
 GC2554
 GC2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2554'STATION IS LOCATED ABOUT 2 MILES SOUTH OF CHARLOTTE ON PROPERTY OWNED
 GC2554'BY R. SAM STEELE.  IT IS 57 FEET NORTH OF THE CENTER OF A GRAVEL
 GC2554'ROAD, 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 11
 GC2554'FEET SOUTHWEST OF A 48 INCH OAK TREE AND 4.5 FEET NORTHEAST OF A
 GC2554'6 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2554'CHARLOTTE 1953.
 GC2554'
 GC2554'REFERENCE MARK NO. 1 IS 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2554'THE HOUSE, 26 FEET EAST OF A 48 INCH OAK TREE AND 23 FEET WEST
 GC2554'OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 GC2554'STAMPED CHARLOTTE NO. 1 1953.
 GC2554'
 GC2554'REFERENCE MARK NO. 2 IS 21 FEET WEST OF A 20 INCH OAK TREE, 17 FEET
 GC2554'NORTH OF THE CENTER OF A GRAVEL ROAD AND 10 FEET SOUTH OF THE
 GC2554'CENTER OF A DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2554'CHARLOTTE NO. 2 1953.
 GC2554'
 GC2554'AZIMUTH MARK IS 78 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 40 FEET
 GC2554'EAST OF THE CENTER OF STATE HIGHWAY 48, 29 FEET SOUTHEAST OF A
 GC2554'TELEPHONE POLE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 GC2554'PROJECTS 2 INCHES AND THE DISK IS STAMPED CHARLOTTE 1953.
 GC2554'
 GC2554'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 48 IN
 GC2554'CHARLOTTE.  GO SOUTH ON HIGHWAY 48 FOR 2.0 MILES TO A CROSSROAD AND
 GC2554'AZIMUTH MARKS AS DESCRIBED.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR
 GC2554'0.2 MILE TO A HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 GC2554'
 GC2554'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0578 ***********************************************************************
 GC0578  DESIGNATION -  CHARLOTTE AZ MK
 GC0578  PID         -  GC0578
 GC0578  STATE/COUNTY-  TN/DAVIDSON
 GC0578  USGS QUAD   -  SCOTTSBORO (1983)
 GC0578
 GC0578                         *CURRENT SURVEY CONTROL
 GC0578  ___________________________________________________________________
 GC0578* NAD 83(1986)-  36 07 42.     (N)    086 54 18.     (W)     SCALED    
 GC0578* NAVD 88     -       142.813  (meters)     468.55   (feet)  ADJUSTED  
 GC0578  ___________________________________________________________________
 GC0578  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0578  DYNAMIC HT  -         142.689 (meters)     468.14  (feet)  COMP
 GC0578  MODELED GRAV-     979,765.7   (mgal)                       NAVD 88
 GC0578
 GC0578  VERT ORDER  -  SECOND    CLASS 0
 GC0578
 GC0578.The horizontal coordinates were scaled from a topographic map and have
 GC0578.an estimated accuracy of +/- 6 seconds.
 GC0578
 GC0578.The orthometric height was determined by differential leveling
 GC0578.and adjusted by the National Geodetic Survey in June 1991..
 GC0578
 GC0578.The geoid height was determined by GEOID03.
 GC0578
 GC0578.The dynamic height is computed by dividing the NAVD 88
 GC0578.geopotential number by the normal gravity value computed on the
 GC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0578.degrees latitude (g = 980.6199 gals.).
 GC0578
 GC0578.The modeled gravity was interpolated from observed gravity values.
 GC0578
 GC0578;                    North         East    Units  Estimated Accuracy
 GC0578;SPC TN       -   199,530.      518,540.      MT  (+/- 180 meters Scaled)
 GC0578
 GC0578                          SUPERSEDED SURVEY CONTROL
 GC0578
 GC0578  NGVD 29 (??/??/92)  142.834  (m)          468.61   (f) ADJ UNCH    2 0
 GC0578
 GC0578.Superseded values are not recommended for survey control.
 GC0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0578.See file dsdata.txt to determine how the superseded data were derived.
 GC0578
 GC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE085981(NAD 83)
 GC0578_MARKER: DZ = AZIMUTH MARK DISK
 GC0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0578_STAMPING: CHARLOTTE 1959
 GC0578_MARK LOGO: CGS   
 GC0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0578+STABILITY: SURFACE MOTION
 GC0578
 GC0578  HISTORY     - Date     Condition        Report By
 GC0578  HISTORY     - 1959     MONUMENTED       CGS
 GC0578
 GC0578                          STATION DESCRIPTION
 GC0578
 GC0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0578'4.2 MI SW FROM NASHVILLE.
 GC0578'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0578'NASHVILLE, GO 4.2 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S. HIGHWAY
 GC0578'70 N) TO A DRIVEWAY ON THE LEFT, TURN LEFT ON THE DRIVEWAY FOR
 GC0578'ABOUT 100 YARDS AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 GC0578'THE MARK IS ON A SLOPE NORTHWEST OF THE BELLE MEADE SCHOOL,
 GC0578'100 FT. WEST OF THE WEST EDGE OF AN OUTDOOR BASKETBALL COURT, 78
 GC0578'FT. SOUTHEAST OF A SIGN (MORENEJON THOMAS AND LIZ-BILL SIEGRIST),
 GC0578'25 FT. EAST OF AN OILED DRIVEWAY AND 4.5 FT. NORTHEAST OF A
 GC0578'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC0578'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2326 ***********************************************************************
 GC2326  DESIGNATION -  CHARLOTTE AZ MK
 GC2326  PID         -  GC2326
 GC2326  STATE/COUNTY-  TN/DAVIDSON
 GC2326  USGS QUAD   -  SCOTTSBORO (1983)
 GC2326
 GC2326                         *CURRENT SURVEY CONTROL
 GC2326  ___________________________________________________________________
 GC2326* NAD 83(1995)-  36 07 41.95076(N)    086 54 18.19644(W)     ADJUSTED  
 GC2326* NAVD 88     -       142.81   (+/-2cm)     468.5    (feet)  VERTCON   
 GC2326  ___________________________________________________________________
 GC2326  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 GC2326  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC2326
 GC2326  HORZ ORDER  -  SECOND
 GC2326  VERT ORDER  -  THIRD ? (See Below)
 GC2326
 GC2326.The horizontal coordinates were established by classical geodetic methods
 GC2326.and adjusted by the National Geodetic Survey in April 1999..
 GC2326
 GC2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2326.The vertical order pertains to the NGVD 29 superseded value.
 GC2326
 GC2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2326
 GC2326.The geoid height was determined by GEOID03.
 GC2326
 GC2326;                    North         East     Units Scale Factor Converg.
 GC2326;SPC TN       -   199,529.891   518,533.640   MT  0.99996155   -0 31 47.5
 GC2326;SPC TN       -   654,624.32  1,701,222.45   sFT  0.99996155   -0 31 47.5
 GC2326;UTM  16      - 3,998,185.305   508,543.323   MT  0.99960090   +0 03 21.5
 GC2326
 GC2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2326!SPC TN       -   0.99998217  x   0.99996155  =   0.99994372
 GC2326!UTM  16      -   0.99998217  x   0.99960090  =   0.99958308
 GC2326
 GC2326:                Primary Azimuth Mark                     Grid Az
 GC2326:SPC TN       -  CHARLOTTE                                066 22 26.9
 GC2326:UTM  16      -  CHARLOTTE                                065 47 17.9
 GC2326
 GC2326|---------------------------------------------------------------------|
 GC2326| PID    Reference Object                     Distance      Geod. Az  |
 GC2326|                                                           dddmmss.s |
 GC2326| GC2325 CHARLOTTE                           APPROX. 1.4 KM 0655039.4 |
 GC2326| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX. 3.8 KM 0682404.2 |
 GC2326|---------------------------------------------------------------------|
 GC2326
 GC2326                          SUPERSEDED SURVEY CONTROL
 GC2326
 GC2326  NAD 83(1995)-  36 07 41.95284(N)    086 54 18.19843(W) AD(       ) 2
 GC2326  NAD 83(1995)-  36 07 41.95415(N)    086 54 18.19909(W) AD(       ) 2
 GC2326  NAD 83(1986)-  36 07 41.96098(N)    086 54 18.20008(W) AD(       ) 2
 GC2326  NAD 27      -  36 07 41.75170(N)    086 54 18.19160(W) AD(       ) 2
 GC2326  NGVD 29 (07/19/86)  142.83   (m)          468.6    (f) LEVELING    3  
 GC2326
 GC2326.Superseded values are not recommended for survey control.
 GC2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2326.See file dsdata.txt to determine how the superseded data were derived.
 GC2326
 GC2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0854398185(NAD 83)
 GC2326_MARKER: DZ = AZIMUTH MARK DISK
 GC2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2326_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2326_MARK LOGO: CGS   
 GC2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2326+STABILITY: SURFACE MOTION
 GC2326
 GC2326  HISTORY     - Date     Condition        Report By
 GC2326  HISTORY     - 1959     MONUMENTED       CGS
 GC2326
 GC2326                          STATION DESCRIPTION
 GC2326
 GC2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC2326'SEE STATION CHARLOTTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0581 ***********************************************************************
 GC0581  DESIGNATION -  CHARLOTTE RM 1
 GC0581  PID         -  GC0581
 GC0581  STATE/COUNTY-  TN/DAVIDSON
 GC0581  USGS QUAD   -  SCOTTSBORO (1983)
 GC0581
 GC0581                         *CURRENT SURVEY CONTROL
 GC0581  ___________________________________________________________________
 GC0581* NAD 83(1986)-  36 08 00.     (N)    086 53 27.     (W)     SCALED    
 GC0581* NAVD 88     -       155.420  (meters)     509.91   (feet)  ADJUSTED  
 GC0581  ___________________________________________________________________
 GC0581  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0581  DYNAMIC HT  -         155.286 (meters)     509.47  (feet)  COMP
 GC0581  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC0581
 GC0581  VERT ORDER  -  SECOND    CLASS 0
 GC0581
 GC0581.The horizontal coordinates were scaled from a topographic map and have
 GC0581.an estimated accuracy of +/- 6 seconds.
 GC0581
 GC0581.The orthometric height was determined by differential leveling
 GC0581.and adjusted by the National Geodetic Survey in June 1991..
 GC0581
 GC0581.The geoid height was determined by GEOID03.
 GC0581
 GC0581.The dynamic height is computed by dividing the NAVD 88
 GC0581.geopotential number by the normal gravity value computed on the
 GC0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0581.degrees latitude (g = 980.6199 gals.).
 GC0581
 GC0581.The modeled gravity was interpolated from observed gravity values.
 GC0581
 GC0581;                    North         East    Units  Estimated Accuracy
 GC0581;SPC TN       -   200,070.      519,820.      MT  (+/- 180 meters Scaled)
 GC0581
 GC0581                          SUPERSEDED SURVEY CONTROL
 GC0581
 GC0581  NGVD 29 (??/??/92)  155.441  (m)          509.98   (f) ADJ UNCH    2 0
 GC0581
 GC0581.Superseded values are not recommended for survey control.
 GC0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0581.See file dsdata.txt to determine how the superseded data were derived.
 GC0581
 GC0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE098987(NAD 83)
 GC0581_MARKER: DR = REFERENCE MARK DISK
 GC0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0581_STAMPING: CHARLOTTE NO 1 1959
 GC0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0581+STABILITY: SURFACE MOTION
 GC0581
 GC0581  HISTORY     - Date     Condition        Report By
 GC0581  HISTORY     - 1959     MONUMENTED       CGS
 GC0581
 GC0581                          STATION DESCRIPTION
 GC0581
 GC0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0581'3.2 MI SW FROM NASHVILLE.
 GC0581'THIS MARK IS LOCATED AT THE CHARLOTTE 1959 STATION SITE, 68 FT.
 GC0581'NORTHEAST OF THE STATION MARK, 98 FT. WEST OF THE CENTER OF A
 GC0581'DRIVEWAY LEADING INTO RESIDENCE NO. 6817 CHARLOTTE ROAD, 39 FT.
 GC0581'SOUTH OF THE CENTER OF U.S. HIGHWAY 70 N, AND 19 FT. NORTH OF THE
 GC0581'CENTER OF A GRAVELED DRIVEWAY, A DISK SET IN TOP OF A CONCRETE
 GC0581'POST PROJECTING 2 INCHES, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2568 ***********************************************************************
 GB2568  DESIGNATION -  CHAT
 GB2568  PID         -  GB2568
 GB2568  STATE/COUNTY-  TN/MORGAN
 GB2568  USGS QUAD   -  PETROS (1979)
 GB2568
 GB2568                         *CURRENT SURVEY CONTROL
 GB2568  ___________________________________________________________________
 GB2568* NAD 83(1995)-  36 02 08.79383(N)    084 25 28.10870(W)     ADJUSTED  
 GB2568* NAVD 88     -       337.8    (meters)    1108.     (feet)  VERTCON   
 GB2568  ___________________________________________________________________
 GB2568  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GB2568  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB2568
 GB2568  HORZ ORDER  -  SECOND
 GB2568
 GB2568.The horizontal coordinates were established by classical geodetic methods
 GB2568.and adjusted by the National Geodetic Survey in April 1999..
 GB2568
 GB2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2568
 GB2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2568
 GB2568.The geoid height was determined by GEOID03.
 GB2568
 GB2568;                    North         East     Units Scale Factor Converg.
 GB2568;SPC TN       -   190,027.790   741,978.405   MT  0.99995458   +0 55 20.6
 GB2568;SPC TN       -   623,449.51  2,434,307.48   sFT  0.99995458   +0 55 20.6
 GB2568;UTM  16      - 3,990,985.915   732,045.352   MT  1.00026351   +1 30 57.0
 GB2568
 GB2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2568!SPC TN       -   0.99995169  x   0.99995458  =   0.99990627
 GB2568!UTM  16      -   0.99995169  x   1.00026351  =   1.00021518
 GB2568
 GB2568|---------------------------------------------------------------------|
 GB2568| PID    Reference Object                     Distance      Geod. Az  |
 GB2568|                                                           dddmmss.s |
 GB2568| DB8996 CHAT RM 1                             6.930 METERS 10325     |
 GB2568| DB8998 CHAT RM 2                             6.926 METERS 21432     |
 GB2568| DB8995 CHAT AZ MK                                         2940141.0 |
 GB2568|---------------------------------------------------------------------|
 GB2568
 GB2568                          SUPERSEDED SURVEY CONTROL
 GB2568
 GB2568  NAD 83(1995)-  36 02 08.80064(N)    084 25 28.10874(W) AD(       ) 2
 GB2568  NAD 83(1995)-  36 02 08.80083(N)    084 25 28.10553(W) AD(       ) 2
 GB2568  NAD 83(1986)-  36 02 08.80633(N)    084 25 28.10667(W) AD(       ) 2
 GB2568  NAD 27      -  36 02 08.52876(N)    084 25 28.35736(W) AD(       ) 2
 GB2568  NGVD 29 (07/19/86)  337.9    (m)         1109.     (f) VERT ANG       
 GB2568
 GB2568.Superseded values are not recommended for survey control.
 GB2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2568.See file dsdata.txt to determine how the superseded data were derived.
 GB2568
 GB2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3204590986(NAD 83)
 GB2568_MARKER: DD = SURVEY DISK
 GB2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2568
 GB2568  HISTORY     - Date     Condition        Report By
 GB2568  HISTORY     - 1965     MONUMENTED       TNHD
 GB2568
 GB2568                          STATION DESCRIPTION
 GB2568
 GB2568'DESCRIBED BY TN HIGHWAY DEPT 1965 (JA)
 GB2568'THE STATION IS LOCATED ABOUT 5 MILES WEST OF OLIVER SPRINGS.
 GB2568'
 GB2568'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2568'ROUTE 62 IN OLIVER
 GB2568'SPRINGS, GO 5.2 MILES WESTERLY ON STATE ROUTE 62
 GB2568'TO A HIGHWAY CUT ON THE LEFT AND THE
 GB2568'STATION AT THE TOP OF THE BANK
 GB2568'ON THE LEFT, ON THE PROPERTY OF W.  A.  CHATMAN.
 GB2568'
 GB2568'THE STATION MARK IS 8 FEET SOUTHWEST OF THE EDGE OF THE BANK OF A
 GB2568'HIGHWAY CUT, 4
 GB2568'FEET EAST OF A 4-INCH OAK TREE AND 1.5 FEET EAST OF A
 GB2568'WITNESS POST.  THE SURFACE AND
 GB2568'UNDERGROUND MARKS ARE STANDARD
 GB2568'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2568'ARE STAMPED CHAT
 GB2568'1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2568'THE SURFACE DISK
 GB2568'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2568'MONUMENT.
 GB2568'
 GB2568'REFERENCE MARK NO. 1 IS 10 FEET NORTHEAST OF A 10-INCH OAK TREE, 8
 GB2568'FEET NORTHWEST OF
 GB2568'A 4-INCH HICKORY TREE, 3 FEET SOUTHWEST OF THE BANK
 GB2568'OF A HIGHWAY CUT AND 1 FOOT
 GB2568'SOUTHWEST OF A 4-INCH PINE TREE.  IT IS A
 GB2568'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB2568'IN A 10-INCH SQUARE,
 GB2568'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CHAT RM-1 1965.
 GB2568'
 GB2568'REFERENCE MARK NO. 2 IS 19 FEET NORTH OF A 12-INCH OAK TREE AND 2
 GB2568'FEET SOUTH OF A
 GB2568'3-INCH PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2568'DEPARTMENT DISK SET IN A 10-INCH
 GB2568'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2568'THE DISK IS STAMPED CHAT RM-2 1965.
 GB2568'
 GB2568'THE AZIMUTH MARK IS 33 FEET NORTHWEST OF A HIGHWAY GUARD POST, 24
 GB2568'FEET SOUTHWEST OF
 GB2568'THE APPROXIMATE CENTER OF STATE ROUTE 62 AND 1.6
 GB2568'FEET NORTHWEST OF A WITNESS POST.
 GB2568'IT IS A STANDARD TENNESSEE HIGHWAY
 GB2568'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2568'CONCRETE MONUMENT AND
 GB2568'THE DISK IS STAMPED CHAT AZI 1965.
 GB2568'
 GB2568'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE FOR 0.5 MILE
 GB2568'WESTERLY ON STATE
 GB2568'ROUTE 62 TO THE MARK ON THE LEFT AS DESCRIBED.
 GB2568'
 GB2568'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2568'
 GB2568'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1496 ***********************************************************************
 FC1496  DESIGNATION -  CHATTANOOGA
 FC1496  PID         -  FC1496
 FC1496  STATE/COUNTY-  TN/HAMILTON
 FC1496  USGS QUAD   -  CHATTANOOGA (1976)
 FC1496
 FC1496                         *CURRENT SURVEY CONTROL
 FC1496  ___________________________________________________________________
 FC1496* NAD 83(1995)-  35 02 44.70197(N)    085 17 59.46072(W)     ADJUSTED  
 FC1496* NAVD 88     -       231.034  (meters)     757.98   (feet)  ADJUSTED  
 FC1496  ___________________________________________________________________
 FC1496  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 FC1496  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FC1496  DYNAMIC HT  -         230.805 (meters)     757.23  (feet)  COMP
 FC1496  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FC1496
 FC1496  HORZ ORDER  -  THIRD
 FC1496  VERT ORDER  -  FIRST     CLASS II
 FC1496
 FC1496.The horizontal coordinates were established by classical geodetic methods
 FC1496.and adjusted by the National Geodetic Survey in April 1999..
 FC1496
 FC1496.The orthometric height was determined by differential leveling
 FC1496.and adjusted by the National Geodetic Survey in June 1991..
 FC1496
 FC1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1496
 FC1496.The geoid height was determined by GEOID03.
 FC1496
 FC1496.The dynamic height is computed by dividing the NAVD 88
 FC1496.geopotential number by the normal gravity value computed on the
 FC1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1496.degrees latitude (g = 980.6199 gals.).
 FC1496
 FC1496.The modeled gravity was interpolated from observed gravity values.
 FC1496
 FC1496;                    North         East     Units Scale Factor Converg.
 FC1496;SPC TN       -    79,272.491   663,881.957   MT  1.00004232   +0 24 35.6
 FC1496;SPC TN       -   260,079.83  2,178,086.05   sFT  1.00004232   +0 24 35.6
 FC1496;SPC GA W     -   560,086.252   596,619.384   MT  1.00003168   -0 39 02.8
 FC1496;SPC GA W     - 1,837,549.65  1,957,408.76   sFT  1.00003168   -0 39 02.8
 FC1496;UTM  16      - 3,879,437.953   655,062.897   MT  0.99989634   +0 58 35.3
 FC1496
 FC1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1496!SPC TN       -   0.99996839  x   1.00004232  =   1.00001071
 FC1496!SPC GA W     -   0.99996839  x   1.00003168  =   1.00000007
 FC1496!UTM  16      -   0.99996839  x   0.99989634  =   0.99986474
 FC1496
 FC1496|---------------------------------------------------------------------|
 FC1496| PID    Reference Object                     Distance      Geod. Az  |
 FC1496|                                                           dddmmss.s |
 FC1496| FC1180 CHATTANOOGA RM 2                     28.977 METERS 02645     |
 FC1496| FC1276 MISSIONARY                          APPROX. 4.7 KM 1410956.0 |
 FC1496| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX. 5.6 KM 2262150.2 |
 FC1496| FC1179 CHATTANOOGA RM 1                     41.188 METERS 25150     |
 FC1496| FC1864 CHATTANOOGA OCTAGONAL BLDG CUP      196.165 METERS 27134     |
 FC1496| FC1863 CHATTANOOGA HAMILTON BANK FP        APPROX. 0.9 KM 2863426.6 |
 FC1496| FC1181 CHATTANOOGA AZ MK                                  2935749.1 |
 FC1496|---------------------------------------------------------------------|
 FC1496
 FC1496                          SUPERSEDED SURVEY CONTROL
 FC1496
 FC1496  NAD 83(1995)-  35 02 44.70224(N)    085 17 59.46101(W) AD(       ) 3
 FC1496  NAD 83(1995)-  35 02 44.70224(N)    085 17 59.46357(W) AD(       ) 3
 FC1496  NAD 83(1995)-  35 02 44.70292(N)    085 17 59.46152(W) AD(       ) 3
 FC1496  NAD 83(1986)-  35 02 44.70327(N)    085 17 59.46092(W) AD(       ) 3
 FC1496  NAD 27      -  35 02 44.43800(N)    085 17 59.61300(W) AD(       ) 3
 FC1496  NGVD 29 (??/??/92)  231.069  (m)          758.10   (f) ADJ UNCH    1 2
 FC1496
 FC1496.Superseded values are not recommended for survey control.
 FC1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1496.See file dsdata.txt to determine how the superseded data were derived.
 FC1496
 FC1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5506379438(NAD 83)
 FC1496_MARKER: DS = TRIANGULATION STATION DISK
 FC1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1496_MARK LOGO: CGS   
 FC1496
 FC1496  HISTORY     - Date     Condition        Report By
 FC1496  HISTORY     - 1934     MONUMENTED       CGS
 FC1496  HISTORY     - 1946     SEE DESCRIPTION  LOCSUR
 FC1496  HISTORY     - 1950     GOOD             CGS
 FC1496  HISTORY     - 1962     GOOD             CGS
 FC1496
 FC1496                          STATION DESCRIPTION
 FC1496
 FC1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1496'IN CITY OF CHATTANOOGA, ABOUT 3/4 MILE NORTHEAST OF MARKET STREET AND
 FC1496'MAIN BUSINESS SECTION, AND ON GROUNDS OF UNIVERSITY OF
 FC1496'CHATTANOOGA. TO REACH FROM INTERSECTION OF MCCALLIE AVENUE (ROUTE 64)
 FC1496'AND GLENWOOD DRIVE, GO WEST 2.2 MILES ON MCCALLIE AVENUE TO THE
 FC1496'UNIVERSITY GROUNDS. STATION IS 133 FEET SOUTHEAST OF LIBRARY, 94 FEET
 FC1496'SOUTH OF ADMINISTRATION BUILDING, AND 24.1 FEET NORTH OF
 FC1496'FLAGPOLE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1496'CONCRETE. REFERENCE MARK NO. 1 IS STANDARD
 FC1496'REFERENCE DISK IN DOORSILL OF LIBRARY ENTRANCE AND 135.13 FEET
 FC1496'FROM STATION. NO. 2 IS STANDARD REFERENCE
 FC1496'DISK IN DOORSILL OF ADMINISTRATION BUILDING AND 95.07 FEET FROM
 FC1496'STATION. DISTANCE BETWEEN REFERENCE MARKS
 FC1496'NO. 1 AND NO. 2 IS 143.52 FEET.  AZIMUTH MARK IS STANDARD
 FC1496'REFERENCE DISK IN CONCRETE. 130.2 FEET FROM CURB LINE AT
 FC1496'NORTHWEST INTERSECTION OF DOUGLAS STREET AND MCCALLIE AVENUE, 9.8
 FC1496'FEET NORTH OF CENTER LINE OF DRIVEWAY TO CHRIST CHURCH, 3.85 FEET
 FC1496'WEST OF CURB LINE OF DOUGLAS STREET, AND ABOUT 300 YARDS FROM
 FC1496'STATION. BEARING FROM STATION TO
 FC1496'FIRST PRESBYTERIAN CHURCH, SPIRE, DISTANT ABOUT 0.2 MILE, IS
 FC1496'N 88 DEG 25 MIN W.
 FC1496
 FC1496                          STATION RECOVERY (1946)
 FC1496
 FC1496'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (DAL)
 FC1496'LETTER OF MR. D.A. LOCKMILLER, UNIVERSITY OF CHATTANOOGA,
 FC1496'CHATTANOOGA, TENN., DATED 3/4/46-
 FC1496'
 FC1496'STATION LOWERED DUE TO CONSTRUCTION ON THE UNIVERSITY GROUNDS. NEW
 FC1496'STATION MARK WAS PLACED ON THE EXACT SITE OF THE OLD ONE ACCORDING
 FC1496'TO DIRECTIONS, ABOUT 10 INCHES LOWER THAN THE OLD MARKER AND STILL
 FC1496'OVER THE UNDERGROUND MARKER.
 FC1496'
 FC1496'STATION DISK STAMPED CHATTANOOGA 1934 RECEIVED AT THIS OFFICE
 FC1496'8/11/47.
 FC1496
 FC1496                          STATION RECOVERY (1950)
 FC1496
 FC1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CS)
 FC1496'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 FC1496'CONDITION.
 FC1496'
 FC1496'STATION IS LOCATED ON THE CAMPUS OF UNIVERSITY OF CHATTANOOGA, ALONG
 FC1496'MCCALLIS AVENUE BETWEEN BALDWIN AND DOUGLAS STREETS IN CHATTANOOGA.
 FC1496'IT IS 143 FEET ESE OF THE CENTER OF THE EAST DOORWAY TO THE
 FC1496'ADMINISTRATION PART OF THE BUILDING, 125 FEET W OF THE CENTER OF
 FC1496'THE WEST DOORWAY ENTRANCE TO A CHAPEL, 95 FEET SSW OF THE CENTER OF
 FC1496'THE SOUTH DOORWAY TO SCHOOL BUILDING, 24.3 FEET NNE OF THE FLAGPOLE
 FC1496'IN CENTER OF SIDEWALK OF MAIN ENTRANCE TO BUILDING. THE MARK IS A
 FC1496'TRIANGULATION STATION DISK STAMPED CHATTANOOGA RESET 1946 SET IN THE
 FC1496'TOP OF A CONCRETE POST FLUSH WITH THE GROUND. ELEVATION- 231.069
 FC1496'METERS OR 758.099 FEET.
 FC1496'
 FC1496'R.M. 1 IS 135 FEET WNW OF THE STATION, 143 FEET W OF R.M. 2, 4.3 FEET
 FC1496'N OF THE CENTER OF THE E ENTRANCE TO THE ADM PART OF BUILDING.  THE
 FC1496'MARK IS REFERENCE MARK DISK STAMPED CHATTANOOGA NO 1 1934 SET IN THE
 FC1496'TOP OF THE FLOOR OF THE ENTRANCE. ELEVATION- 230.585 METERS
 FC1496'OR 756.511 FEET.
 FC1496'
 FC1496'R.M. 2 IS 95 FEET NNE OF THE STATION, 143 FEET E OF R.M. 1, AND 3
 FC1496'FEET E OF THE CENTER OF THE MAIN SOUTH ENTRANCE TO SCHOOL
 FC1496'BUILDING. THE MARK IS A REFERENCE MARK DISK STAMPED CHATTANOOGA NO 2
 FC1496'1934 SET IN THE TOP OF THE DOOR SILL OF THE ENTRANCE. ELEVATION-
 FC1496'231.227 METERS OR 758.617 FEET.
 FC1496'
 FC1496'THE AZIMUTH MARK IS LOCATED AT THE INTERSECTION OF MCCALLIE AVENUE
 FC1496'AND DOUGLASS STREET, 130 FEET NE OF THE NORTHEAST CURB OF
 FC1496'MCCALLIE AVENUE, 4 FEET NW OF THE NORTHWEST CURB OF DOUGLASS STREET,
 FC1496'AND 0.8 FOOT NW OF THE SOUTHEAST EDGE OF THE SIDEWALK. THE MARK IS
 FC1496'REFERENCE MARK DISK STAMPED CHATTANOOGA AZI 1934 SET IN THE CONCRETE
 FC1496'SIDEWALK. ELEVATION- 223.459 METERS OR 733.132 FEET.
 FC1496'
 FC1496'NOTE- MARK SHOULD BE USED WITH CAUTION AS A LEVEL MARK DUE TO ITS
 FC1496'LOCATION.
 FC1496
 FC1496                          STATION RECOVERY (1962)
 FC1496
 FC1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1496'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 FC1496'IN GOOD CONDITION. THE AZIMUTH MARK, BEING OBSTRUCTED BY
 FC1496'BUILDING IMPROVEMENTS, WAS DESTROYED AND REPLACED AT ANOTHER
 FC1496'LOCATION.
 FC1496'
 FC1496'THE AZIMUTH MARK IS AT MCCALLIE AVENUE AND DOUGLAS STREET. THE MARK
 FC1496'IS 21 FEET WEST OF THE WEST CURB OF DOUGLAS STREET, 12 FEET SOUTH OF
 FC1496'THE SOUTH CURB OF MCCALLIE AVENUE AND 6.6 FEET NORTHEAST OF THE
 FC1496'NORTHEAST PORCH COLUMN AT THE FIRST PRESBYTERIAN CHURCH. THE MARK
 FC1496'IS A STANDARD AZIMUTH DISK STAMPED CHATTANOOGA 1934 RESET 1962 AND
 FC1496'SET IN A DRILL HOLE IN THE SIDEWALK OF MCCALLIE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1181 ***********************************************************************
 FC1181  DESIGNATION -  CHATTANOOGA AZ MK
 FC1181  PID         -  FC1181
 FC1181  STATE/COUNTY-  TN/HAMILTON
 FC1181  USGS QUAD   -  CHATTANOOGA (1976)
 FC1181
 FC1181                         *CURRENT SURVEY CONTROL
 FC1181  ___________________________________________________________________
 FC1181* NAD 83(1986)-  35 02 46.     (N)    085 18 06.     (W)     SCALED    
 FC1181* NAVD 88     -       223.425  (meters)     733.02   (feet)  ADJUSTED  
 FC1181  ___________________________________________________________________
 FC1181  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1181  DYNAMIC HT  -         223.203 (meters)     732.29  (feet)  COMP
 FC1181  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 FC1181
 FC1181  VERT ORDER  -  FIRST     CLASS II
 FC1181
 FC1181.The horizontal coordinates were scaled from a topographic map and have
 FC1181.an estimated accuracy of +/- 6 seconds.
 FC1181
 FC1181.The orthometric height was determined by differential leveling
 FC1181.and adjusted by the National Geodetic Survey in June 1991..
 FC1181
 FC1181.The geoid height was determined by GEOID03.
 FC1181
 FC1181.The dynamic height is computed by dividing the NAVD 88
 FC1181.geopotential number by the normal gravity value computed on the
 FC1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1181.degrees latitude (g = 980.6199 gals.).
 FC1181
 FC1181.The modeled gravity was interpolated from observed gravity values.
 FC1181
 FC1181;                    North         East    Units  Estimated Accuracy
 FC1181;SPC TN       -    79,310.      663,720.      MT  (+/- 180 meters Scaled)
 FC1181
 FC1181                          SUPERSEDED SURVEY CONTROL
 FC1181
 FC1181  NGVD 29 (??/??/92)  223.459  (m)          733.13   (f) ADJ UNCH    1 2
 FC1181
 FC1181.Superseded values are not recommended for survey control.
 FC1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1181.See file dsdata.txt to determine how the superseded data were derived.
 FC1181
 FC1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD548794(NAD 83)
 FC1181_MARKER: DS = TRIANGULATION STATION DISK
 FC1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1181_SP_SET: SIDEWALK
 FC1181_STAMPING: CHATTANOOGA AZI 1934
 FC1181_MARK LOGO: CGS   
 FC1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1181
 FC1181  HISTORY     - Date     Condition        Report By
 FC1181  HISTORY     - 1934     MONUMENTED       CGS
 FC1181  HISTORY     - 1950     GOOD             NGS
 FC1181  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1181
 FC1181                          STATION DESCRIPTION
 FC1181
 FC1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1181'AT CHATTANOOGA.
 FC1181'AT CHATTANOOGA, AT THE INTERSECTION OF MC CALLIE AVENUE AND
 FC1181'DOUGLASS STREET, SET IN THE CONCRETE SIDE WALK, 130 FEET
 FC1181'NORTHEAST OF THE NORTHEAST CURB OF MC CALLIE AVENUE, 4 FEET
 FC1181'NORTHWEST OF THE NORTHWEST CURB OF DOUGLASS STREET, 0.8 FOOT
 FC1181'NORTHWEST OF THE SOUTHEAST EDGE OF THE SIDE WALK.  NOTE-- MARK
 FC1181'SHOULD BE USED WITH CAUTION AS A LEVEL MARK DUE TO ITS LOCATION.
 FC1181
 FC1181                          STATION RECOVERY (1983)
 FC1181
 FC1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1181'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9290 ***********************************************************************
 DG9290  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9290  DESIGNATION -  CHATTANOOGA COOP CORS ARP
 DG9290  CORS_ID     -  EWRX
 DG9290  PID         -  DG9290
 DG9290  STATE/COUNTY-  TN/HAMILTON
 DG9290  USGS QUAD   -  EAST CHATTANOOGA (1976)
 DG9290
 DG9290                         *CURRENT SURVEY CONTROL
 DG9290  ___________________________________________________________________
 DG9290* NAD 83(CORS)-  35 02 00.88626(N)    085 11 02.57019(W)     ADJUSTED  
 DG9290* NAVD 88     -                                                        
 DG9290  ___________________________________________________________________
 DG9290  EPOCH DATE  -        2002.00
 DG9290  X           -     438,956.442 (meters)                     COMP
 DG9290  Y           -  -5,209,995.817 (meters)                     COMP
 DG9290  Z           -   3,641,033.989 (meters)                     COMP
 DG9290  ELLIP HEIGHT-         202.22  (meters)          (03/??/05) GPS OBS
 DG9290  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DG9290
 DG9290  HORZ ORDER  -  SPECIAL (CORS)
 DG9290  ELLP ORDER  -  SPECIAL (CORS)
 DG9290
 DG9290.ITRF positions are available for this station.
 DG9290.The coordinates were established by GPS observations
 DG9290.and adjusted by the National Geodetic Survey in March 2005..
 DG9290.The coordinates are valid at the epoch date displayed above.
 DG9290.The epoch date for horizontal control is a decimal equivalence
 DG9290.of Year/Month/Day.
 DG9290
 DG9290
 DG9290.The PID for the CORS L1 Phase Center is DG9291.
 DG9290
 DG9290.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9290
 DG9290.The ellipsoidal height was determined by GPS observations
 DG9290.and is referenced to NAD 83.
 DG9290
 DG9290.The geoid height was determined by GEOID03.
 DG9290
 DG9290;                    North         East     Units Scale Factor Converg.
 DG9290;SPC TN       -    78,004.048   674,458.894   MT  1.00004524   +0 28 39.7
 DG9290;SPC TN       -   255,918.28  2,212,787.22   sFT  1.00004524   +0 28 39.7
 DG9290
 DG9290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9290!SPC TN       -   0.99996826  x   1.00004524  =   1.00001350
 DG9290
 DG9290                          SUPERSEDED SURVEY CONTROL
 DG9290
 DG9290.No superseded survey control is available for this station.
 DG9290
 DG9290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6565178274(NAD 83)
 DG9290_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9290
 DG9290                          STATION DESCRIPTION
 DG9290
 DG9290'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9290'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9290'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9290'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9290'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9290'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9291 ***********************************************************************
 DG9291  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9291  DESIGNATION -  CHATTANOOGA COOP CORS L1 PHASE CENTER
 DG9291  CORS_ID     -  EWRX
 DG9291  PID         -  DG9291
 DG9291  STATE/COUNTY-  TN/HAMILTON
 DG9291  USGS QUAD   -  EAST CHATTANOOGA (1976)
 DG9291
 DG9291                         *CURRENT SURVEY CONTROL
 DG9291  ___________________________________________________________________
 DG9291* NAD 83(CORS)-  35 02 00.88634(N)    085 11 02.57014(W)     ADJUSTED  
 DG9291* NAVD 88     -                                                        
 DG9291  ___________________________________________________________________
 DG9291  EPOCH DATE  -        2002.00
 DG9291  X           -     438,956.450 (meters)                     COMP
 DG9291  Y           -  -5,209,995.897 (meters)                     COMP
 DG9291  Z           -   3,641,034.049 (meters)                     COMP
 DG9291  ELLIP HEIGHT-         202.32  (meters)          (03/??/05) GPS OBS
 DG9291  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DG9291
 DG9291  HORZ ORDER  -  SPECIAL (CORS)
 DG9291  ELLP ORDER  -  SPECIAL (CORS)
 DG9291
 DG9291.ITRF positions are available for this station.
 DG9291.The coordinates were established by GPS observations
 DG9291.and adjusted by the National Geodetic Survey in March 2005..
 DG9291.The coordinates are valid at the epoch date displayed above.
 DG9291.The epoch date for horizontal control is a decimal equivalence
 DG9291.of Year/Month/Day.
 DG9291
 DG9291
 DG9291.The PID for the CORS ARP is DG9290.
 DG9291
 DG9291.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9291
 DG9291.The ellipsoidal height was determined by GPS observations
 DG9291.and is referenced to NAD 83.
 DG9291
 DG9291.The geoid height was determined by GEOID03.
 DG9291
 DG9291;                    North         East     Units Scale Factor Converg.
 DG9291;SPC TN       -    78,004.051   674,458.895   MT  1.00004524   +0 28 39.7
 DG9291;SPC TN       -   255,918.29  2,212,787.22   sFT  1.00004524   +0 28 39.7
 DG9291
 DG9291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9291!SPC TN       -   0.99996824  x   1.00004524  =   1.00001348
 DG9291
 DG9291                          SUPERSEDED SURVEY CONTROL
 DG9291
 DG9291.No superseded survey control is available for this station.
 DG9291
 DG9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6565178274(NAD 83)
 DG9291_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9291
 DG9291                          STATION DESCRIPTION
 DG9291
 DG9291'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9291'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9291'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9291'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9291'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9291'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1862 ***********************************************************************
 FC1862  DESIGNATION -  CHATTANOOGA FIRST METH CHURCH
 FC1862  PID         -  FC1862
 FC1862  STATE/COUNTY-  TN/HAMILTON
 FC1862  USGS QUAD   -  CHATTANOOGA (1976)
 FC1862
 FC1862                         *CURRENT SURVEY CONTROL
 FC1862  ___________________________________________________________________
 FC1862* NAD 83(1995)-  35 02 52.06653(N)    085 18 25.20126(W)     ADJUSTED  
 FC1862* NAVD 88     -                                                        
 FC1862  ___________________________________________________________________
 FC1862  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 FC1862  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1862
 FC1862  HORZ ORDER  -  THIRD
 FC1862
 FC1862.The horizontal coordinates were established by classical geodetic methods
 FC1862.and adjusted by the National Geodetic Survey in April 1999..
 FC1862
 FC1862
 FC1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1862
 FC1862.The geoid height was determined by GEOID03.
 FC1862
 FC1862;                    North         East     Units Scale Factor Converg.
 FC1862;SPC TN       -    79,494.805   663,227.978   MT  1.00004183   +0 24 20.6
 FC1862;SPC TN       -   260,809.21  2,175,940.46   sFT  1.00004183   +0 24 20.6
 FC1862;UTM  16      - 3,879,653.757   654,406.848   MT  0.99989384   +0 58 20.7
 FC1862
 FC1862                          SUPERSEDED SURVEY CONTROL
 FC1862
 FC1862  NAD 83(1995)-  35 02 52.06697(N)    085 18 25.20143(W) AD(       ) 4
 FC1862  NAD 83(1995)-  35 02 52.06698(N)    085 18 25.20380(W) AD(       ) 4
 FC1862  NAD 83(1995)-  35 02 52.06766(N)    085 18 25.20177(W) AD(       ) 4
 FC1862  NAD 83(1986)-  35 02 52.06795(N)    085 18 25.20111(W) AD(       ) 4
 FC1862  NAD 27      -  35 02 51.80400(N)    085 18 25.35400(W) AD(       ) 3
 FC1862
 FC1862.Superseded values are not recommended for survey control.
 FC1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1862.See file dsdata.txt to determine how the superseded data were derived.
 FC1862
 FC1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5440779654(NAD 83)
 FC1862_MARKER: 90 = CHURCH SPIRE
 FC1862
 FC1862  HISTORY     - Date     Condition        Report By
 FC1862  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1862  HISTORY     - 19980117 GOOD             USPSQD
 FC1862
 FC1862                          STATION DESCRIPTION
 FC1862
 FC1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1862'THE STATION IS LOCATED IN THE DOWN TOWN SECTION OF CHATTANOOGA, AT
 FC1862'GEORGIA AND MCCALLIE AVENUES.  IT IS A TALL COPPER COVERED SPIRE
 FC1862'EXTENDING ABOVE THE CHURCH BELL TOWER.  THE OVERALL HEIGHT IS ABOUT
 FC1862'125 FEET.  A ROD PROJECTING FROM THE TOP IS THE POINT INTERSECTED.
 FC1862
 FC1862                          STATION RECOVERY (1998)
 FC1862
 FC1862'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1863 ***********************************************************************
 FC1863  DESIGNATION -  CHATTANOOGA HAMILTON BANK FP
 FC1863  PID         -  FC1863
 FC1863  STATE/COUNTY-  TN/HAMILTON
 FC1863  USGS QUAD   -  CHATTANOOGA (1976)
 FC1863
 FC1863                         *CURRENT SURVEY CONTROL
 FC1863  ___________________________________________________________________
 FC1863* NAD 83(1995)-  35 02 53.43933(N)    085 18 35.16536(W)     ADJUSTED  
 FC1863* NAVD 88     -                                                        
 FC1863  ___________________________________________________________________
 FC1863  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 FC1863  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FC1863
 FC1863  HORZ ORDER  -  THIRD
 FC1863
 FC1863.The horizontal coordinates were established by classical geodetic methods
 FC1863.and adjusted by the National Geodetic Survey in April 1999..
 FC1863
 FC1863
 FC1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1863
 FC1863.The geoid height was determined by GEOID03.
 FC1863
 FC1863;                    North         East     Units Scale Factor Converg.
 FC1863;SPC TN       -    79,535.327   662,975.154   MT  1.00004174   +0 24 14.7
 FC1863;SPC TN       -   260,942.15  2,175,110.98   sFT  1.00004174   +0 24 14.7
 FC1863;SPC GA W     -   560,365.826   595,717.611   MT  1.00003398   -0 39 23.4
 FC1863;SPC GA W     - 1,838,466.88  1,954,450.20   sFT  1.00003398   -0 39 23.4
 FC1863;UTM  16      - 3,879,691.771   654,153.673   MT  0.99989287   +0 58 15.0
 FC1863
 FC1863                          SUPERSEDED SURVEY CONTROL
 FC1863
 FC1863  NAD 83(1995)-  35 02 53.43949(N)    085 18 35.16568(W) AD(       ) 4
 FC1863  NAD 83(1995)-  35 02 53.43952(N)    085 18 35.16818(W) AD(       ) 4
 FC1863  NAD 83(1995)-  35 02 53.44025(N)    085 18 35.16628(W) AD(       ) 4
 FC1863  NAD 83(1986)-  35 02 53.44050(N)    085 18 35.16499(W) AD(       ) 4
 FC1863  NAD 27      -  35 02 53.17400(N)    085 18 35.30900(W) AD(       ) 3
 FC1863
 FC1863.Superseded values are not recommended for survey control.
 FC1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1863.See file dsdata.txt to determine how the superseded data were derived.
 FC1863
 FC1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5415479692(NAD 83)
 FC1863_MARKER: 62 = FLAGPOLE
 FC1863
 FC1863  HISTORY     - Date     Condition        Report By
 FC1863  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1863
 FC1863                          STATION DESCRIPTION
 FC1863
 FC1863'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1864 ***********************************************************************
 FC1864  DESIGNATION -  CHATTANOOGA OCTAGONAL BLDG CUP
 FC1864  PID         -  FC1864
 FC1864  STATE/COUNTY-  TN/HAMILTON
 FC1864  USGS QUAD   -  CHATTANOOGA (1976)
 FC1864
 FC1864                         *CURRENT SURVEY CONTROL
 FC1864  ___________________________________________________________________
 FC1864* NAD 83(1995)-  35 02 44.87684(N)    085 18 07.19800(W)     ADJUSTED  
 FC1864* NAVD 88     -                                                        
 FC1864  ___________________________________________________________________
 FC1864  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 FC1864  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1864
 FC1864  HORZ ORDER  -  THIRD
 FC1864
 FC1864.The horizontal coordinates were established by classical geodetic methods
 FC1864.and adjusted by the National Geodetic Survey in April 1999..
 FC1864
 FC1864
 FC1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1864
 FC1864.The geoid height was determined by GEOID03.
 FC1864
 FC1864;                    North         East     Units Scale Factor Converg.
 FC1864;SPC TN       -    79,276.479   663,685.824   MT  1.00004231   +0 24 31.1
 FC1864;SPC TN       -   260,092.91  2,177,442.57   sFT  1.00004231   +0 24 31.1
 FC1864;UTM  16      - 3,879,440.001   654,866.762   MT  0.99989559   +0 58 30.9
 FC1864
 FC1864                          SUPERSEDED SURVEY CONTROL
 FC1864
 FC1864  NAD 83(1995)-  35 02 44.87710(N)    085 18 07.19836(W) AD(       ) 4
 FC1864  NAD 83(1995)-  35 02 44.87709(N)    085 18 07.20093(W) AD(       ) 4
 FC1864  NAD 83(1995)-  35 02 44.87776(N)    085 18 07.19892(W) AD(       ) 4
 FC1864  NAD 83(1986)-  35 02 44.87812(N)    085 18 07.19774(W) AD(       ) 4
 FC1864  NAD 27      -  35 02 44.60000(N)    085 18 07.37000(W) AD(       ) 3
 FC1864
 FC1864.Superseded values are not recommended for survey control.
 FC1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1864.See file dsdata.txt to determine how the superseded data were derived.
 FC1864
 FC1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5486779440(NAD 83)
 FC1864_MARKER: 86 = CUPOLA
 FC1864
 FC1864  HISTORY     - Date     Condition        Report By
 FC1864  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1864
 FC1864                          STATION DESCRIPTION
 FC1864
 FC1864'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1178 ***********************************************************************
 FC1178  DESIGNATION -  CHATTANOOGA RESET
 FC1178  PID         -  FC1178
 FC1178  STATE/COUNTY-  TN/HAMILTON
 FC1178  USGS QUAD   -  CHATTANOOGA (1976)
 FC1178
 FC1178                         *CURRENT SURVEY CONTROL
 FC1178  ___________________________________________________________________
 FC1178* NAD 83(1986)-  35 02 44.     (N)    085 18 00.     (W)     SCALED    
 FC1178* NAVD 88     -       231.036  (meters)     757.99   (feet)  ADJUSTED  
 FC1178  ___________________________________________________________________
 FC1178  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FC1178  DYNAMIC HT  -         230.807 (meters)     757.24  (feet)  COMP
 FC1178  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FC1178
 FC1178  VERT ORDER  -  FIRST     CLASS II
 FC1178
 FC1178.The horizontal coordinates were scaled from a topographic map and have
 FC1178.an estimated accuracy of +/- 6 seconds.
 FC1178
 FC1178.The orthometric height was determined by differential leveling
 FC1178.and adjusted by the National Geodetic Survey in June 1991..
 FC1178
 FC1178.The geoid height was determined by GEOID03.
 FC1178
 FC1178.The dynamic height is computed by dividing the NAVD 88
 FC1178.geopotential number by the normal gravity value computed on the
 FC1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1178.degrees latitude (g = 980.6199 gals.).
 FC1178
 FC1178.The modeled gravity was interpolated from observed gravity values.
 FC1178
 FC1178;                    North         East    Units  Estimated Accuracy
 FC1178;SPC TN       -    79,250.      663,870.      MT  (+/- 180 meters Scaled)
 FC1178
 FC1178                          SUPERSEDED SURVEY CONTROL
 FC1178
 FC1178  NGVD 29 (??/??/92)  231.069  (m)          758.10   (f) ADJ UNCH    1 2
 FC1178
 FC1178.Superseded values are not recommended for survey control.
 FC1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1178.See file dsdata.txt to determine how the superseded data were derived.
 FC1178
 FC1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD550794(NAD 83)
 FC1178_MARKER: DS = TRIANGULATION STATION DISK
 FC1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1178_STAMPING: CHATTANOOGA RESET 1946
 FC1178_MARK LOGO: CGS   
 FC1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1178+STABILITY: SURFACE MOTION
 FC1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1178+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 FC1178
 FC1178  HISTORY     - Date     Condition        Report By
 FC1178  HISTORY     - 1946     MONUMENTED       CGS
 FC1178  HISTORY     - 1950     GOOD             NGS
 FC1178  HISTORY     - 1983     GOOD             NGS
 FC1178  HISTORY     - 20050109 GOOD             GEOCAC
 FC1178
 FC1178                          STATION DESCRIPTION
 FC1178
 FC1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1178'AT CHATTANOOGA.
 FC1178'AT CHATTANOOGA, ON THE CAMPUS OF UNIVERSITY OF CHATTANOOGA,
 FC1178'LOCATED BETWEEN BALDWIN AND DOUGLASS STREETS ALONG MC CALLIE
 FC1178'AVENUE, 143 FEET EAST-SOUTHEAST OF THE CENTER OF THE EAST DOOR
 FC1178'WAY TO THE ADMINSTRATION PART OF THE BUILDING, 135 FEET
 FC1178'EAST-SOUTHEAST OF R.M. NO. 1, 125 FEET WEST OF THE CENTER OF THE
 FC1178'WEST DOORWAY ENTRANCE TO A CHAPEL, 95 FEET SOUTH-SOUTHWEST OF THE
 FC1178'CENTER OF THE SOUTH DOORWAY TO SCHOOL BUILDING, 95 FEET
 FC1178'SOUTH-SOUTHWEST OF R.M. NO. 2, 24.3 FEET NORTH-NORTHEAST OF THE
 FC1178'FLAG POLE IN CENTER OF SIDE WALK OF MAIN ENTRANCE TO BUILDING AND
 FC1178'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE--
 FC1178'LOWERED DUE TO CONST ON U. GROUNDS U. OF CHATT.  3/4/46 ON EXACT
 FC1178'SITE OF OLD MARK 10 INCHES LOWER.
 FC1178
 FC1178                          STATION RECOVERY (1983)
 FC1178
 FC1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1178'RECOVERED IN GOOD CONDITION.
 FC1178
 FC1178                          STATION RECOVERY (2005)
 FC1178
 FC1178'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1178'LOCATED IN THE SIDEWALK LEADING NORTH FROM MCCALLIE AVE TO THE MAIN
 FC1178'ENTRANCE AT THE CENTER OF THE CAMPUS BUILDING IDENTIFIED AS RACE HALL
 FC1178'(WEST OF MAIN ENTRANCE) AND HOOPER HALL (EAST OF MAIN ENTRANCE), 24.3
 FC1178'FEET NORTH-NORTHEAST OF A FLAGPOLE, 94.5 FEET SOUTH-SOUTHWEST OF THE
 FC1178'MAIN ENTRANCE, AND RECESSED 0.5 INCHES INTO THE SIDEWALK.  HANDHELD
 FC1178'COORDINATES ARE N35-02-44.70 W085-17-59.52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1179 ***********************************************************************
 FC1179  DESIGNATION -  CHATTANOOGA RM 1
 FC1179  PID         -  FC1179
 FC1179  STATE/COUNTY-  TN/HAMILTON
 FC1179  USGS QUAD   -  CHATTANOOGA (1976)
 FC1179
 FC1179                         *CURRENT SURVEY CONTROL
 FC1179  ___________________________________________________________________
 FC1179* NAD 83(1986)-  35 02 44.     (N)    085 18 00.     (W)     SCALED    
 FC1179* NAVD 88     -       230.550  (meters)     756.40   (feet)  ADJUSTED  
 FC1179  ___________________________________________________________________
 FC1179  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FC1179  DYNAMIC HT  -         230.321 (meters)     755.64  (feet)  COMP
 FC1179  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FC1179
 FC1179  VERT ORDER  -  FIRST     CLASS II
 FC1179
 FC1179.The horizontal coordinates were scaled from a topographic map and have
 FC1179.an estimated accuracy of +/- 6 seconds.
 FC1179
 FC1179.The orthometric height was determined by differential leveling
 FC1179.and adjusted by the National Geodetic Survey in June 1991..
 FC1179
 FC1179.The geoid height was determined by GEOID03.
 FC1179
 FC1179.The dynamic height is computed by dividing the NAVD 88
 FC1179.geopotential number by the normal gravity value computed on the
 FC1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1179.degrees latitude (g = 980.6199 gals.).
 FC1179
 FC1179.The modeled gravity was interpolated from observed gravity values.
 FC1179
 FC1179;                    North         East    Units  Estimated Accuracy
 FC1179;SPC TN       -    79,250.      663,870.      MT  (+/- 180 meters Scaled)
 FC1179
 FC1179                          SUPERSEDED SURVEY CONTROL
 FC1179
 FC1179  NGVD 29 (??/??/92)  230.585  (m)          756.51   (f) ADJ UNCH    1 2
 FC1179
 FC1179.Superseded values are not recommended for survey control.
 FC1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1179.See file dsdata.txt to determine how the superseded data were derived.
 FC1179
 FC1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD550794(NAD 83)
 FC1179_MARKER: DR = REFERENCE MARK DISK
 FC1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1179_SP_SET: FLOOR
 FC1179_STAMPING: CHATTANOOGA NO 1 1934
 FC1179_MARK LOGO: CGS   
 FC1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1179+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 FC1179
 FC1179  HISTORY     - Date     Condition        Report By
 FC1179  HISTORY     - 1934     MONUMENTED       CGS
 FC1179  HISTORY     - 1950     GOOD             NGS
 FC1179  HISTORY     - 1983     GOOD             NGS
 FC1179  HISTORY     - 20050112 GOOD             GEOCAC
 FC1179
 FC1179                          STATION DESCRIPTION
 FC1179
 FC1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1179'AT CHATTANOOGA.
 FC1179'AT CHATTANOOGA, ON THE CAMPUS OF THE UNIVERSITY OF CHATTANOOGA,
 FC1179'LOCATED ALONG MC CALLIE AVENUE BETWEEN BALDWIN AND DOUGLASS
 FC1179'STREETS, SET IN THE TOP OF THE FLOOR OF THE EAST ENTRANCE TO THE
 FC1179'ADMINSTRATION PART OF BUILDING, 135 FEET WEST-NORTHWEST OF THE
 FC1179'STATION, 143 FEET WEST OF R.M. NO. 2, 4.3 FEET NORTH OF THE CENTER
 FC1179'OF THE ENTRANCE.
 FC1179
 FC1179                          STATION RECOVERY (1983)
 FC1179
 FC1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1179'RECOVERED IN GOOD CONDITION, DESIGNATION IS DIFFICULT TO READ.
 FC1179
 FC1179                          STATION RECOVERY (2005)
 FC1179
 FC1179'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1179'THE MARK IS A STANDARD USCGS REFERENCE MARK DISK SET IN THE FLOOR
 FC1179'INSIDE THE EAST ENTRANCE TO UNIVERSITY OF TENNESSEE AT CHATTANOOGA
 FC1179'CAMPUS BUILDING IDENTIFIED AS FOUNDERS HALL, 1.0 FEET WEST OF THE
 FC1179'INSIDE OF PANEL IMMEDIATELY NORTH OF THE DOORWAY, 4.3 FEET NORTH OF
 FC1179'THE CENTER OF THE DOORWAY, AND AT HANDHELD COORDINATES N35-02-45.78
 FC1179'W085-18-00.78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1180 ***********************************************************************
 FC1180  DESIGNATION -  CHATTANOOGA RM 2
 FC1180  PID         -  FC1180
 FC1180  STATE/COUNTY-  TN/HAMILTON
 FC1180  USGS QUAD   -  CHATTANOOGA (1976)
 FC1180
 FC1180                         *CURRENT SURVEY CONTROL
 FC1180  ___________________________________________________________________
 FC1180* NAD 83(1986)-  35 02 44.     (N)    085 18 00.     (W)     SCALED    
 FC1180* NAVD 88     -       231.192  (meters)     758.50   (feet)  ADJUSTED  
 FC1180  ___________________________________________________________________
 FC1180  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FC1180  DYNAMIC HT  -         230.962 (meters)     757.75  (feet)  COMP
 FC1180  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FC1180
 FC1180  VERT ORDER  -  FIRST     CLASS II
 FC1180
 FC1180.The horizontal coordinates were scaled from a topographic map and have
 FC1180.an estimated accuracy of +/- 6 seconds.
 FC1180
 FC1180.The orthometric height was determined by differential leveling
 FC1180.and adjusted by the National Geodetic Survey in June 1991..
 FC1180
 FC1180.The geoid height was determined by GEOID03.
 FC1180
 FC1180.The dynamic height is computed by dividing the NAVD 88
 FC1180.geopotential number by the normal gravity value computed on the
 FC1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1180.degrees latitude (g = 980.6199 gals.).
 FC1180
 FC1180.The modeled gravity was interpolated from observed gravity values.
 FC1180
 FC1180;                    North         East    Units  Estimated Accuracy
 FC1180;SPC TN       -    79,250.      663,870.      MT  (+/- 180 meters Scaled)
 FC1180
 FC1180                          SUPERSEDED SURVEY CONTROL
 FC1180
 FC1180  NGVD 29 (??/??/92)  231.227  (m)          758.62   (f) ADJ UNCH    1 2
 FC1180
 FC1180.Superseded values are not recommended for survey control.
 FC1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1180.See file dsdata.txt to determine how the superseded data were derived.
 FC1180
 FC1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD550794(NAD 83)
 FC1180_MARKER: DS = TRIANGULATION STATION DISK
 FC1180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1180_SP_SET: DOOR SILL
 FC1180_STAMPING: CHATTANOOGA NO 2 1934
 FC1180_MARK LOGO: CGS   
 FC1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1180
 FC1180  HISTORY     - Date     Condition        Report By
 FC1180  HISTORY     - 1934     MONUMENTED       CGS
 FC1180  HISTORY     - 1950     GOOD             NGS
 FC1180  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1180
 FC1180                          STATION DESCRIPTION
 FC1180
 FC1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1180'AT CHATTANOOGA.
 FC1180'AT CHATTANOOGA, ON THE CAMPUS OF THE UNIVERSITY OF CHATTANOOGA,
 FC1180'LOCATED ALONG MC CALLIE AVENUE BETWEEN BALDWIN AND DOUGLASS
 FC1180'STREETS, SET IN THE TOP OF THE DOOR SILL OF THE MAIN SOUTH ENTRANCE
 FC1180'TO SCHOOL BUILDING, 143 FEET EAST OF R.M. NO. 1, 95 FEET
 FC1180'NORTH-NORTHEAST OF THE STATION AND 3 FEET EAST OF THE CENTER
 FC1180'OF THE ENTRANCE.
 FC1180
 FC1180                          STATION RECOVERY (1983)
 FC1180
 FC1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1180'NOT RECOVERED, CONSIDERED DESTROYED, THE OLD DOOR HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2060 ***********************************************************************
 EE2060  DESIGNATION -  CHATTANOOGA TENN PROD CHEM STK
 EE2060  PID         -  EE2060
 EE2060  STATE/COUNTY-  TN/HAMILTON
 EE2060  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2060
 EE2060                         *CURRENT SURVEY CONTROL
 EE2060  ___________________________________________________________________
 EE2060* NAD 83(1995)-  34 59 33.34658(N)    085 18 48.08132(W)     ADJUSTED  
 EE2060* NAVD 88     -                                                        
 EE2060  ___________________________________________________________________
 EE2060  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 EE2060  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EE2060
 EE2060  HORZ ORDER  -  THIRD
 EE2060
 EE2060.The horizontal coordinates were established by classical geodetic methods
 EE2060.and adjusted by the National Geodetic Survey in April 1999..
 EE2060
 EE2060
 EE2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2060
 EE2060.The geoid height was determined by GEOID03.
 EE2060
 EE2060;                    North         East     Units Scale Factor Converg.
 EE2060;SPC TN       -    73,366.633   662,691.085   MT  1.00005539   +0 24 07.2
 EE2060;SPC TN       -   240,703.70  2,174,179.00   sFT  1.00005539   +0 24 07.2
 EE2060;SPC GA W     -   554,203.529   595,319.465   MT  1.00003501   -0 39 27.5
 EE2060;SPC GA W     - 1,818,249.41  1,953,143.94   sFT  1.00003501   -0 39 27.5
 EE2060;UTM  16      - 3,873,521.534   653,930.599   MT  0.99989203   +0 58 02.8
 EE2060
 EE2060                          SUPERSEDED SURVEY CONTROL
 EE2060
 EE2060  NAD 83(1995)-  34 59 33.34696(N)    085 18 48.08119(W) AD(       ) 4
 EE2060  NAD 83(1995)-  34 59 33.34741(N)    085 18 48.08400(W) AD(       ) 4
 EE2060  NAD 83(1995)-  34 59 33.34788(N)    085 18 48.08195(W) AD(       ) 4
 EE2060  NAD 83(1986)-  34 59 33.34826(N)    085 18 48.08138(W) AD(       ) 4
 EE2060  NAD 27      -  34 59 33.08200(N)    085 18 48.23500(W) AD(       ) 3
 EE2060
 EE2060.Superseded values are not recommended for survey control.
 EE2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2060.See file dsdata.txt to determine how the superseded data were derived.
 EE2060
 EE2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5393173522(NAD 83)
 EE2060_MARKER: 63 = STACK
 EE2060
 EE2060  HISTORY     - Date     Condition        Report By
 EE2060  HISTORY     - 1962     FIRST OBSERVED   CGS
 EE2060
 EE2060                          STATION DESCRIPTION
 EE2060
 EE2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EE2060'THE STATION IS A LARGE BRICK SMOKE STACK ABOUT 190 FEET HIGH AND 20
 EE2060'FEET ACROSS THE TOP AND LOCATED IN THE ALTON PARK SECTION OF
 EE2060'CHATTANOOGA.  THE STACK IS OWNED BY THE TENNESSEE PRODUCTS AND
 EE2060'CHEMICAL COROPERATION AT 4800 CENTRAL AVENUE.
 EE2060'
 EE2060'TO REACH STATION FROM 38TH STREET AND CENTRAL AVENUE IN ALTON PARK,
 EE2060'GO SOUTH ON CENTRAL AVENUE 0.6 MILE TO THE STATION ON THE LEFT ABOUT
 EE2060'250 FEET EAST OF THE STREET.
 EE2060'
 EE2060'POINT INTERSECTED IS THE TOP AND CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9332 ***********************************************************************
 DG9332  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9332  DESIGNATION -  CHATTANOOGA2 COOP CORS ARP
 DG9332  CORS_ID     -  MWRX
 DG9332  PID         -  DG9332
 DG9332  STATE/COUNTY-  TN/HAMILTON
 DG9332  USGS QUAD   -  DAISY (1976)
 DG9332
 DG9332                         *CURRENT SURVEY CONTROL
 DG9332  ___________________________________________________________________
 DG9332* NAD 83(CORS)-  35 12 50.43259(N)    085 10 56.85101(W)     ADJUSTED  
 DG9332* NAVD 88     -                                                        
 DG9332  ___________________________________________________________________
 DG9332  EPOCH DATE  -        2002.00
 DG9332  X           -     438,134.869 (meters)                     COMP
 DG9332  Y           -  -5,198,521.563 (meters)                     COMP
 DG9332  Z           -   3,657,417.183 (meters)                     COMP
 DG9332  ELLIP HEIGHT-         220.01  (meters)          (03/??/05) GPS OBS
 DG9332  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DG9332
 DG9332  HORZ ORDER  -  SPECIAL (CORS)
 DG9332  ELLP ORDER  -  SPECIAL (CORS)
 DG9332
 DG9332.ITRF positions are available for this station.
 DG9332.The coordinates were established by GPS observations
 DG9332.and adjusted by the National Geodetic Survey in March 2005..
 DG9332.The coordinates are valid at the epoch date displayed above.
 DG9332.The epoch date for horizontal control is a decimal equivalence
 DG9332.of Year/Month/Day.
 DG9332
 DG9332
 DG9332.The PID for the CORS L1 Phase Center is DG9333.
 DG9332
 DG9332.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9332
 DG9332.The ellipsoidal height was determined by GPS observations
 DG9332.and is referenced to NAD 83.
 DG9332
 DG9332.The geoid height was determined by GEOID03.
 DG9332
 DG9332;                    North         East     Units Scale Factor Converg.
 DG9332;SPC TN       -    98,022.427   674,436.644   MT  1.00000655   +0 28 43.0
 DG9332;SPC TN       -   321,595.25  2,212,714.22   sFT  1.00000655   +0 28 43.0
 DG9332
 DG9332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9332!SPC TN       -   0.99996547  x   1.00000655  =   0.99997202
 DG9332
 DG9332                          SUPERSEDED SURVEY CONTROL
 DG9332
 DG9332.No superseded survey control is available for this station.
 DG9332
 DG9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6543098290(NAD 83)
 DG9332_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9332
 DG9332                          STATION DESCRIPTION
 DG9332
 DG9332'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9332'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9332'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9332'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9332'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9332'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9333 ***********************************************************************
 DG9333  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9333  DESIGNATION -  CHATTANOOGA2 COOP CORS L1 PHASE CENTER
 DG9333  CORS_ID     -  MWRX
 DG9333  PID         -  DG9333
 DG9333  STATE/COUNTY-  TN/HAMILTON
 DG9333  USGS QUAD   -  DAISY (1976)
 DG9333
 DG9333                         *CURRENT SURVEY CONTROL
 DG9333  ___________________________________________________________________
 DG9333* NAD 83(CORS)-  35 12 50.43267(N)    085 10 56.85096(W)     ADJUSTED  
 DG9333* NAVD 88     -                                                        
 DG9333  ___________________________________________________________________
 DG9333  EPOCH DATE  -        2002.00
 DG9333  X           -     438,134.878 (meters)                     COMP
 DG9333  Y           -  -5,198,521.651 (meters)                     COMP
 DG9333  Z           -   3,657,417.248 (meters)                     COMP
 DG9333  ELLIP HEIGHT-         220.12  (meters)          (03/??/05) GPS OBS
 DG9333  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DG9333
 DG9333  HORZ ORDER  -  SPECIAL (CORS)
 DG9333  ELLP ORDER  -  SPECIAL (CORS)
 DG9333
 DG9333.ITRF positions are available for this station.
 DG9333.The coordinates were established by GPS observations
 DG9333.and adjusted by the National Geodetic Survey in March 2005..
 DG9333.The coordinates are valid at the epoch date displayed above.
 DG9333.The epoch date for horizontal control is a decimal equivalence
 DG9333.of Year/Month/Day.
 DG9333
 DG9333
 DG9333.The PID for the CORS ARP is DG9332.
 DG9333
 DG9333.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9333
 DG9333.The ellipsoidal height was determined by GPS observations
 DG9333.and is referenced to NAD 83.
 DG9333
 DG9333.The geoid height was determined by GEOID03.
 DG9333
 DG9333;                    North         East     Units Scale Factor Converg.
 DG9333;SPC TN       -    98,022.430   674,436.646   MT  1.00000655   +0 28 43.0
 DG9333;SPC TN       -   321,595.26  2,212,714.23   sFT  1.00000655   +0 28 43.0
 DG9333
 DG9333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9333!SPC TN       -   0.99996545  x   1.00000655  =   0.99997200
 DG9333
 DG9333                          SUPERSEDED SURVEY CONTROL
 DG9333
 DG9333.No superseded survey control is available for this station.
 DG9333
 DG9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6543098290(NAD 83)
 DG9333_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9333
 DG9333                          STATION DESCRIPTION
 DG9333
 DG9333'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9333'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9333'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9333'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9333'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9333'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2526 ***********************************************************************
 GC2526  DESIGNATION -  CHEAP HILL
 GC2526  PID         -  GC2526
 GC2526  STATE/COUNTY-  TN/CHEATHAM
 GC2526  USGS QUAD   -  CHEATHAM DAM (1983)
 GC2526
 GC2526                         *CURRENT SURVEY CONTROL
 GC2526  ___________________________________________________________________
 GC2526* NAD 83(1995)-  36 19 51.44748(N)    087 09 27.26021(W)     ADJUSTED  
 GC2526* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 GC2526  ___________________________________________________________________
 GC2526  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GC2526  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2526
 GC2526  HORZ ORDER  -  SECOND
 GC2526
 GC2526.The horizontal coordinates were established by classical geodetic methods
 GC2526.and adjusted by the National Geodetic Survey in April 1999..
 GC2526
 GC2526.The orthometric height was scaled from a topographic map.
 GC2526
 GC2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2526
 GC2526.The geoid height was determined by GEOID03.
 GC2526
 GC2526;                    North         East     Units Scale Factor Converg.
 GC2526;SPC TN       -   222,252.597   496,070.737   MT  0.99998592   -0 40 39.7
 GC2526;SPC TN       -   729,173.73  1,627,525.41   sFT  0.99998592   -0 40 39.7
 GC2526;UTM  16      - 4,020,669.030   485,857.955   MT  0.99960246   -0 05 36.1
 GC2526
 GC2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2526!SPC TN       -   0.99996992  x   0.99998592  =   0.99995584
 GC2526!UTM  16      -   0.99996992  x   0.99960246  =   0.99957239
 GC2526
 GC2526|---------------------------------------------------------------------|
 GC2526| PID    Reference Object                     Distance      Geod. Az  |
 GC2526|                                                           dddmmss.s |
 GC2526| CG5076 CHEAP HILL RM 1                      29.932 METERS 09441     |
 GC2526| CG5075 CHEAP HILL AZ MK                                   2564244.7 |
 GC2526| CG5077 CHEAP HILL RM 2                      27.478 METERS 25809     |
 GC2526| GC2527 HENRIETTI RESET                     APPROX. 9.8 KM 3361634.5 |
 GC2526|---------------------------------------------------------------------|
 GC2526
 GC2526                          SUPERSEDED SURVEY CONTROL
 GC2526
 GC2526  NAD 83(1995)-  36 19 51.44885(N)    087 09 27.26225(W) AD(       ) 2
 GC2526  NAD 83(1995)-  36 19 51.45118(N)    087 09 27.26363(W) AD(       ) 2
 GC2526  NAD 83(1986)-  36 19 51.45728(N)    087 09 27.26346(W) AD(       ) 2
 GC2526  NAD 27      -  36 19 51.26700(N)    087 09 27.24500(W) AD(       ) 2
 GC2526
 GC2526.Superseded values are not recommended for survey control.
 GC2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2526.See file dsdata.txt to determine how the superseded data were derived.
 GC2526
 GC2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8585820669(NAD 83)
 GC2526_MARKER: DS = TRIANGULATION STATION DISK
 GC2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2526
 GC2526  HISTORY     - Date     Condition        Report By
 GC2526  HISTORY     - 1953     MONUMENTED       CGS
 GC2526
 GC2526                          STATION DESCRIPTION
 GC2526
 GC2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2526'STATION IS LOCATED AT THE SOUTHWEST CORNER OF A SMALL CEMETERY ON THE
 GC2526'PROPERTY OF JAMES M. STONE ABOUT 6-1/2 MILES NORTHWEST OF
 GC2526'ASHLAND CITY.  IT IS 21 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 5
 GC2526'FEET WEST OF A WHITE WITNESS POST AND 5 FEET NORTHWEST OF A
 GC2526'FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHEAP HILL
 GC2526'1953.
 GC2526'
 GC2526'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF THE CENTER OF THE GRAVEL
 GC2526'ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 GC2526'AND THE DISK IS STAMPED CHEAP HILL NO. 1 1953.
 GC2526'
 GC2526'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE CENTER OF THE GRAVEL
 GC2526'ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 GC2526'IS STAMPED CHEAP HILL NO. 2 1953.
 GC2526'
 GC2526'AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2
 GC2526'FEET EAST OF A POWER POLE AND WHITE WITNESS POST AND 1 FOOT
 GC2526'NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GC2526'STAMPED CHEAP HILL 1953.
 GC2526'
 GC2526'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 49 IN
 GC2526'ASHLAND CITY, GO NORTHWEST ON HIGHWAY 12 FOR 7.5 MILES TO A GRAVEL
 GC2526'CROSSROAD.  TURN LEFT ON GRAVEL ROAD AND GO SOUTHWEST AND WEST FOR
 GC2526'0.1 MILE TO A SMALL CEMETERY ON THE RIGHT AND THE STATION ON THE
 GC2526'RIGHT AS DESCRIBED.  CONTINUE WEST ON THE GRAVEL ROAD FOR 0.15 MILE
 GC2526'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2526'
 GC2526'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0592 ***********************************************************************
 FD0592  DESIGNATION -  CHEEK
 FD0592  PID         -  FD0592
 FD0592  STATE/COUNTY-  TN/MAURY
 FD0592  USGS QUAD   -  GLENDALE (1981)
 FD0592
 FD0592                         *CURRENT SURVEY CONTROL
 FD0592  ___________________________________________________________________
 FD0592* NAD 83(1995)-  35 33 36.80542(N)    086 54 22.67693(W)     ADJUSTED  
 FD0592* NAVD 88     -       203.184  (meters)     666.61   (feet)  ADJUSTED  
 FD0592  ___________________________________________________________________
 FD0592  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FD0592  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0592  DYNAMIC HT  -         203.004 (meters)     666.02  (feet)  COMP
 FD0592  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0592
 FD0592  HORZ ORDER  -  SECOND
 FD0592  VERT ORDER  -  SECOND    CLASS 0
 FD0592
 FD0592.The horizontal coordinates were established by classical geodetic methods
 FD0592.and adjusted by the National Geodetic Survey in April 1999..
 FD0592
 FD0592.The orthometric height was determined by differential leveling
 FD0592.and adjusted by the National Geodetic Survey in June 1991..
 FD0592
 FD0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0592
 FD0592.The geoid height was determined by GEOID03.
 FD0592
 FD0592.The dynamic height is computed by dividing the NAVD 88
 FD0592.geopotential number by the normal gravity value computed on the
 FD0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0592.degrees latitude (g = 980.6199 gals.).
 FD0592
 FD0592.The modeled gravity was interpolated from observed gravity values.
 FD0592
 FD0592;                    North         East     Units Scale Factor Converg.
 FD0592;SPC TN       -   136,502.905   517,837.932   MT  0.99995976   -0 31 50.1
 FD0592;SPC TN       -   447,843.28  1,698,939.95   sFT  0.99995976   -0 31 50.1
 FD0592;UTM  16      - 3,935,176.663   508,491.674   MT  0.99960089   +0 03 16.2
 FD0592
 FD0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0592!SPC TN       -   0.99997249  x   0.99995976  =   0.99993225
 FD0592!UTM  16      -   0.99997249  x   0.99960089  =   0.99957339
 FD0592
 FD0592:                Primary Azimuth Mark                     Grid Az
 FD0592:SPC TN       -  CHEEK AZ MK                              010 12 07.0
 FD0592:UTM  16      -  CHEEK AZ MK                              009 37 00.7
 FD0592
 FD0592|---------------------------------------------------------------------|
 FD0592| PID    Reference Object                     Distance      Geod. Az  |
 FD0592|                                                           dddmmss.s |
 FD0592| FD0590 CHEEK AZ MK                         APPROX. 0.8 KM 0094016.9 |
 FD0592| FD0591 CHEEK RM 1                           29.337 METERS 04858     |
 FD0592| FD0593 CHEEK RM 2                           22.957 METERS 22246     |
 FD0592|---------------------------------------------------------------------|
 FD0592
 FD0592                          SUPERSEDED SURVEY CONTROL
 FD0592
 FD0592  NAD 83(1995)-  35 33 36.80885(N)    086 54 22.67887(W) AD(       ) 2
 FD0592  NAD 83(1986)-  35 33 36.81605(N)    086 54 22.67798(W) AD(       ) 2
 FD0592  NAD 27      -  35 33 36.56130(N)    086 54 22.67410(W) AD(       ) 2
 FD0592  NGVD 29 (??/??/92)  203.168  (m)          666.56   (f) ADJ UNCH    2 0
 FD0592
 FD0592.Superseded values are not recommended for survey control.
 FD0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0592.See file dsdata.txt to determine how the superseded data were derived.
 FD0592
 FD0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0849235177(NAD 83)
 FD0592_MARKER: DE = TRAVERSE STATION DISK
 FD0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0592_STAMPING: CHEEK 1960
 FD0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0592+STABILITY: SURFACE MOTION
 FD0592
 FD0592  HISTORY     - Date     Condition        Report By
 FD0592  HISTORY     - 1960     MONUMENTED       CGS
 FD0592  HISTORY     - 1960     GOOD             CGS
 FD0592  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0592
 FD0592                          STATION DESCRIPTION
 FD0592
 FD0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0592'THE STATION IS LOCATED ON THE PROPERTY OF MR HUSTON CHEEK, ABOUT 8
 FD0592'MILES SOUTHEAST OF
 FD0592'COLUMBIA, ABOUT 0.3 MILE SOUTH OF THE DUCK RIVER AND ON
 FD0592'A VERY ROCKY KNOLL.
 FD0592'
 FD0592'TO REACH THE STATION FROM THE INTERSECTION OF 6TH AND GARDEN STREET
 FD0592'IN COLUMBIA, GO
 FD0592'EAST ON 6TH STREET FOR 0.25 MILE TO GLADE STREET, THEN
 FD0592'RIGHT, SOUTH, FOR 0.25 MILE TO
 FD0592'A T-INTERSECTION AT A STOP LIGHT, WITH
 FD0592'AN AMERICAN SERVICE STATION IN THE NORTHEAST
 FD0592'ANGLE.  TURN LEFT, GO
 FD0592'EAST AND SOUTH ON STATE HIGHWAY 50 FOR 2.1 MILES TO A SIDE ROAD
 FD0592'LEFT AT CHEEKS
 FD0592'MARKET AND SERVICE STATION.  TURN LEFT, EAST, AND GO 6.9
 FD0592'MILES TO A LEFT CURVE, A
 FD0592'GRAVELED ROAD RIGHT, AND SIGN HOWARD BRIDGE
 FD0592'ROAD.* TURN RIGHT, GO SOUTH AND WEST FOR
 FD0592'2.25 MILES TO A REVERSE-Y,
 FD0592'JUST BEFORE CROSSING A BRIDGE OVER THE DUCK RIVER.  KEEP
 FD0592'LEFT GOING
 FD0592'ACROSS THE BRIDGE, AND GO SOUTH FOR 0.35 MILE TO A SIDE ROAD LEFT.
 FD0592'TURN LEFT, EAST,
 FD0592'GO 0.95 MILE TO A FORK.  KEEP LEFT, EAST, ON A TRACK
 FD0592'ROAD FOR 0.35 MILE TO THE STATION
 FD0592'ON THE RIGHT.
 FD0592'
 FD0592'*TO REACH THE AZIMUTH MARK FROM THE SIGN HOWARD BRIDGE ROAD, GO
 FD0592'SOUTHERLY FOR 0.9 MILE TO
 FD0592'A WOODEN GATE ON THE LEFT, AND THE RESIDENCE OF MR ROBERT
 FD0592'TRUELOVE.  PASS THROUGH WOODEN
 FD0592'GATE AND GO SOUTH ON A TRACK ROAD FOR
 FD0592'0.45 MILE TO A WOODEN GATE, PROCEED THROUGH GATE,
 FD0592'GO 0.1 MILE TO AN
 FD0592'ABANDONED HOUSE.  KEEP LEFT ON A TRACK ROAD AROUND THE HOUSE, GO 0.2
 FD0592'MILE TO AN OLD
 FD0592'BARN ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK
 FD0592'ABOUT 0.2 MILE SOUTHWEST TO THE
 FD0592'AZIMUTH MARK IN ABOUT THE CENTER OF A
 FD0592'CULTIVATED FIELD.
 FD0592'
 FD0592'THE STATION MARK IS A TRAVERSE DISK, SET IN A CONCRETE MONUMENT,
 FD0592'STAMPED CHEEK 1960,
 FD0592'AND SET FLUSH.  IT IS 26 FEET SOUTHWEST OF THE CENTER OF
 FD0592'A TRACK ROAD AND 1.4 FEET
 FD0592'SOUTH OF A WITNESS SIGN.
 FD0592'
 FD0592'REFERENCE MARK NO 1 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 FD0592'OUTCROPPING BEDROCK, STAMPED
 FD0592'CHEEK NO 1 1960, AND SET FLUSH.  IT IS 44 FEET SOUTH
 FD0592'OF THE CENTER OF A WOODEN GATE, 30
 FD0592'FEET SOUTHEAST OF THE CENTER OF A
 FD0592'TRACK ROAD, 16 FEET SOUTHEAST OF A 14-INCH TREE AND
 FD0592'2.5 FEET WEST OF
 FD0592'A WIRE FENCE.
 FD0592'
 FD0592'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0592'STAMPED CHEEK NO 2 1960,
 FD0592'AND SET FLUSH.  IT IS 44 FEET SOUTH OF THE CENTER OF
 FD0592'A TRACK ROAD, 7 FEET WEST OF A
 FD0592'14-INCH TREE AND 6 FEET SOUTH OF A
 FD0592'5-INCH CEDAR TREE.
 FD0592'
 FD0592'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0592'STAMPED CHEEK 1960, AND SET
 FD0592'FLUSH.  IT IS 3.3 FEET EAST OF A WITNESS SIGN AND SET
 FD0592'ON A SMALL KNOLL IN ABOUT THE
 FD0592'CENTER OF A CULTIVATED FIELD.
 FD0592'
 FD0592'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0592'
 FD0592'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FD0592
 FD0592                          STATION RECOVERY (1960)
 FD0592
 FD0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0592'3.6 MI NW FROM BRYANT.
 FD0592'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY 50
 FD0592'FOR 0.7 MILE, THEN 2.9 MILES NORTH ON INTERSTATE HIGHWAY 65.
 FD0592'THE STATION MARK IS ON THE HIGHEST POINT OF A HILL ABOUT 200 FT.
 FD0592'EAST OF THE CENTER OF INTERSTATE HIGHWAY 65, 26 FT. SOUTHEAST OF
 FD0592'THE CENTER OF A TRACK ROAD AND 1.4 FT. SOUTH OF A WITNESS SIGN.
 FD0592'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0592'GROUND.
 FD0592
 FD0592                          STATION RECOVERY (1972)
 FD0592
 FD0592'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (S)
 FD0592'CHEEK AND REF. NO. 2 SEARCHED FOR BUT NOT RECOVERED, BELIEVED
 FD0592'DESTROYED BY ROAD CONSTRUCTION.
 FD0592'
 FD0592'DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MI SOUTH EAST
 FD0592'OF COLUMBIA, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0590 ***********************************************************************
 FD0590  DESIGNATION -  CHEEK AZ MK
 FD0590  PID         -  FD0590
 FD0590  STATE/COUNTY-  TN/MAURY
 FD0590  USGS QUAD   -  GLENDALE (1981)
 FD0590
 FD0590                         *CURRENT SURVEY CONTROL
 FD0590  ___________________________________________________________________
 FD0590* NAD 83(1995)-  35 34 03.31603(N)    086 54 17.14744(W)     ADJUSTED  
 FD0590* NAVD 88     -       191.059  (meters)     626.83   (feet)  ADJUSTED  
 FD0590  ___________________________________________________________________
 FD0590  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FD0590  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0590  DYNAMIC HT  -         190.890 (meters)     626.28  (feet)  COMP
 FD0590  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 FD0590
 FD0590  HORZ ORDER  -  SECOND
 FD0590  VERT ORDER  -  SECOND    CLASS 0
 FD0590
 FD0590.The horizontal coordinates were established by classical geodetic methods
 FD0590.and adjusted by the National Geodetic Survey in April 1999..
 FD0590
 FD0590.The orthometric height was determined by differential leveling
 FD0590.and adjusted by the National Geodetic Survey in June 1991..
 FD0590
 FD0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0590
 FD0590.The geoid height was determined by GEOID03.
 FD0590
 FD0590.The dynamic height is computed by dividing the NAVD 88
 FD0590.geopotential number by the normal gravity value computed on the
 FD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0590.degrees latitude (g = 980.6199 gals.).
 FD0590
 FD0590.The modeled gravity was interpolated from observed gravity values.
 FD0590
 FD0590;                    North         East     Units Scale Factor Converg.
 FD0590;SPC TN       -   137,318.598   517,984.727   MT  0.99995916   -0 31 46.9
 FD0590;SPC TN       -   450,519.43  1,699,421.56   sFT  0.99995916   -0 31 46.9
 FD0590;UTM  16      - 3,935,993.520   508,630.083   MT  0.99960092   +0 03 19.4
 FD0590
 FD0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0590!SPC TN       -   0.99997439  x   0.99995916  =   0.99993355
 FD0590!UTM  16      -   0.99997439  x   0.99960092  =   0.99957532
 FD0590
 FD0590                          SUPERSEDED SURVEY CONTROL
 FD0590
 FD0590  NAD 83(1995)-  35 34 03.31955(N)    086 54 17.14940(W) AD(       ) 2
 FD0590  NAD 83(1986)-  35 34 03.32674(N)    086 54 17.14848(W) AD(       ) 2
 FD0590  NAD 27      -  35 34 03.07220(N)    086 54 17.14520(W) AD(       ) 2
 FD0590  NGVD 29 (??/??/92)  191.042  (m)          626.78   (f) ADJ UNCH    2 0
 FD0590
 FD0590.Superseded values are not recommended for survey control.
 FD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0590.See file dsdata.txt to determine how the superseded data were derived.
 FD0590
 FD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0863035994(NAD 83)
 FD0590_MARKER: DZ = AZIMUTH MARK DISK
 FD0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0590_SP_SET: CULVERT
 FD0590_STAMPING: CHEEK 1960
 FD0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0590
 FD0590  HISTORY     - Date     Condition        Report By
 FD0590  HISTORY     - 1960     MONUMENTED       CGS
 FD0590  HISTORY     - 1960     GOOD             CGS
 FD0590
 FD0590                          STATION DESCRIPTION
 FD0590
 FD0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0590'THE STATION IS LOCATED ON THE PROPERTY OF MR HUSTON CHEEK, ABOUT 8
 FD0590'MILES SOUTHEAST OF
 FD0590'COLUMBIA, ABOUT 0.3 MILE SOUTH OF THE DUCK RIVER AND ON
 FD0590'A VERY ROCKY KNOLL.
 FD0590'
 FD0590'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0590'STAMPED CHEEK 1960, AND SET
 FD0590'FLUSH.  IT IS 3.3 FEET EAST OF A WITNESS SIGN AND SET
 FD0590'ON A SMALL KNOLL IN ABOUT THE
 FD0590'CENTER OF A CULTIVATED FIELD.
 FD0590
 FD0590                          STATION RECOVERY (1960)
 FD0590
 FD0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0590'4.1 MI NW FROM BRYANT.
 FD0590'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0590'50 FOR 0.7 MILE, THEN 3.4 MILES NORTH ON INTERSTATE HIGHWAY 65.
 FD0590'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF THE DUCK RIVER, 3.3
 FD0590'FT. EAST OF A WITNESS SIGN AND SET ON A SMALL KNOLL IN ABOUT THE
 FD0590'CENTER OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0591 ***********************************************************************
 FD0591  DESIGNATION -  CHEEK RM 1
 FD0591  PID         -  FD0591
 FD0591  STATE/COUNTY-  TN/MAURY
 FD0591  USGS QUAD   -  GLENDALE (1981)
 FD0591
 FD0591                         *CURRENT SURVEY CONTROL
 FD0591  ___________________________________________________________________
 FD0591* NAD 83(1986)-  35 33 36.     (N)    086 54 22.     (W)     SCALED    
 FD0591* NAVD 88     -       201.651  (meters)     661.58   (feet)  ADJUSTED  
 FD0591  ___________________________________________________________________
 FD0591  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0591  DYNAMIC HT  -         201.472 (meters)     661.00  (feet)  COMP
 FD0591  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0591
 FD0591  VERT ORDER  -  SECOND    CLASS 0
 FD0591
 FD0591.The horizontal coordinates were scaled from a topographic map and have
 FD0591.an estimated accuracy of +/- 6 seconds.
 FD0591
 FD0591.The orthometric height was determined by differential leveling
 FD0591.and adjusted by the National Geodetic Survey in June 1991..
 FD0591
 FD0591.The geoid height was determined by GEOID03.
 FD0591
 FD0591.The dynamic height is computed by dividing the NAVD 88
 FD0591.geopotential number by the normal gravity value computed on the
 FD0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0591.degrees latitude (g = 980.6199 gals.).
 FD0591
 FD0591.The modeled gravity was interpolated from observed gravity values.
 FD0591
 FD0591;                    North         East    Units  Estimated Accuracy
 FD0591;SPC TN       -   136,480.      517,860.      MT  (+/- 180 meters Scaled)
 FD0591
 FD0591                          SUPERSEDED SURVEY CONTROL
 FD0591
 FD0591  NGVD 29 (??/??/92)  201.635  (m)          661.53   (f) ADJ UNCH    2 0
 FD0591
 FD0591.Superseded values are not recommended for survey control.
 FD0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0591.See file dsdata.txt to determine how the superseded data were derived.
 FD0591
 FD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE085351(NAD 83)
 FD0591_MARKER: DR = REFERENCE MARK DISK
 FD0591_SETTING: 66 = SET IN ROCK OUTCROP
 FD0591_SP_SET: OUTCROPPING BEDROCK
 FD0591_STAMPING: CHEEK NO 1 1960
 FD0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0591+STABILITY: POSITION/ELEVATION WELL
 FD0591
 FD0591  HISTORY     - Date     Condition        Report By
 FD0591  HISTORY     - 1960     MONUMENTED       CGS
 FD0591
 FD0591                          STATION DESCRIPTION
 FD0591
 FD0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0591'3.6 MI NW FROM BRYANT.
 FD0591'THIS MARK IS LOCATED AT THE CHEEK 1960 STATION SITE, 96.3 FT.
 FD0591'NORTHEAST OF THE STATION MARK, 44 FT. SOUTH OF THE CENTER OF A
 FD0591'WOODEN GATE, 30 FT. SOUTHEAST OF THE CENTER OF A TRACK ROAD, 16
 FD0591'FT. SOUTHEAST OF A 14-INCH TREE AND 2.5 FT. WEST OF A WIRE FENCE.
 FD0591'THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0593 ***********************************************************************
 FD0593  DESIGNATION -  CHEEK RM 2
 FD0593  PID         -  FD0593
 FD0593  STATE/COUNTY-  TN/MAURY
 FD0593  USGS QUAD   -  GLENDALE (1981)
 FD0593
 FD0593                         *CURRENT SURVEY CONTROL
 FD0593  ___________________________________________________________________
 FD0593* NAD 83(1986)-  35 33 36.     (N)    086 54 22.     (W)     SCALED    
 FD0593* NAVD 88     -       204.148  (meters)     669.78   (feet)  ADJUSTED  
 FD0593  ___________________________________________________________________
 FD0593  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0593  DYNAMIC HT  -         203.967 (meters)     669.18  (feet)  COMP
 FD0593  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0593
 FD0593  VERT ORDER  -  SECOND    CLASS 0
 FD0593
 FD0593.The horizontal coordinates were scaled from a topographic map and have
 FD0593.an estimated accuracy of +/- 6 seconds.
 FD0593
 FD0593.The orthometric height was determined by differential leveling
 FD0593.and adjusted by the National Geodetic Survey in June 1991..
 FD0593
 FD0593.The geoid height was determined by GEOID03.
 FD0593
 FD0593.The dynamic height is computed by dividing the NAVD 88
 FD0593.geopotential number by the normal gravity value computed on the
 FD0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0593.degrees latitude (g = 980.6199 gals.).
 FD0593
 FD0593.The modeled gravity was interpolated from observed gravity values.
 FD0593
 FD0593;                    North         East    Units  Estimated Accuracy
 FD0593;SPC TN       -   136,480.      517,860.      MT  (+/- 180 meters Scaled)
 FD0593
 FD0593                          SUPERSEDED SURVEY CONTROL
 FD0593
 FD0593  NGVD 29 (??/??/92)  204.132  (m)          669.72   (f) ADJ UNCH    2 0
 FD0593
 FD0593.Superseded values are not recommended for survey control.
 FD0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0593.See file dsdata.txt to determine how the superseded data were derived.
 FD0593
 FD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE085351(NAD 83)
 FD0593_MARKER: DR = REFERENCE MARK DISK
 FD0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0593_STAMPING: CHEEK NO 2 1960
 FD0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0593+STABILITY: SURFACE MOTION
 FD0593
 FD0593  HISTORY     - Date     Condition        Report By
 FD0593  HISTORY     - 1960     MONUMENTED       CGS
 FD0593
 FD0593                          STATION DESCRIPTION
 FD0593
 FD0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0593'3.6 MI NW FROM BRYANT.
 FD0593'THIS MARK IS LOCATED AT THE CHEEK 1960 STATION SITE, 75.3 FT.
 FD0593'SOUTHWEST OF THE STATION MARK, 44 FT. SOUTH OF THE CENTER OF A
 FD0593'TRACK ROAD, 7 FT. WEST OF A 14-INCH TREE AND 6 FT. SOUTH OF A
 FD0593'5-INCH CEDAR TREE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0593'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0412 ***********************************************************************
 FF0412  DESIGNATION -  CHELSEA
 FF0412  PID         -  FF0412
 FF0412  STATE/COUNTY-  TN/SHELBY
 FF0412  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0412
 FF0412                         *CURRENT SURVEY CONTROL
 FF0412  ___________________________________________________________________
 FF0412* NAD 83(1995)-  35 10 22.25313(N)    090 00 59.51487(W)     ADJUSTED  
 FF0412* NAVD 88     -        72.925  (meters)     239.25   (feet)  ADJUSTED  
 FF0412  ___________________________________________________________________
 FF0412  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FF0412  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0412  DYNAMIC HT  -          72.859 (meters)     239.04  (feet)  COMP
 FF0412  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 FF0412
 FF0412  HORZ ORDER  -  SECOND
 FF0412  VERT ORDER  -  SECOND    CLASS 0
 FF0412
 FF0412.The horizontal coordinates were established by classical geodetic methods
 FF0412.and adjusted by the National Geodetic Survey in April 1999..
 FF0412
 FF0412.The orthometric height was determined by differential leveling
 FF0412.and adjusted by the National Geodetic Survey in June 1991..
 FF0412
 FF0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0412
 FF0412.The geoid height was determined by GEOID03.
 FF0412
 FF0412.The dynamic height is computed by dividing the NAVD 88
 FF0412.geopotential number by the normal gravity value computed on the
 FF0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0412.degrees latitude (g = 980.6199 gals.).
 FF0412
 FF0412.The modeled gravity was interpolated from observed gravity values.
 FF0412
 FF0412;                    North         East     Units Scale Factor Converg.
 FF0412;SPC TN       -   100,652.067   234,208.256   MT  1.00001451   -2 21 05.2
 FF0412;SPC TN       -   330,222.66    768,398.25   sFT  1.00001451   -2 21 05.2
 FF0412;SPC AR N     -    94,956.795   580,666.422   MT  0.99996155   +1 09 15.0
 FF0412;SPC AR N     -   311,537.42  1,905,069.75   sFT  0.99996155   +1 09 15.0
 FF0412;UTM  15      - 3,896,288.801   771,714.298   MT  1.00050998   +1 43 10.8
 FF0412;UTM  16      - 3,896,379.737   225,273.533   MT  1.00053027   -1 44 19.5
 FF0412
 FF0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0412!SPC TN       -   0.99999284  x   1.00001451  =   1.00000735
 FF0412!SPC AR N     -   0.99999284  x   0.99996155  =   0.99995439
 FF0412!UTM  15      -   0.99999284  x   1.00050998  =   1.00050281
 FF0412!UTM  16      -   0.99999284  x   1.00053027  =   1.00052310
 FF0412
 FF0412:                Primary Azimuth Mark                     Grid Az
 FF0412:SPC TN       -  CHELSEA AZ MK                            092 34 56.0
 FF0412:SPC AR N     -  CHELSEA AZ MK                            089 04 35.8
 FF0412:UTM  15      -  CHELSEA AZ MK                            088 30 40.0
 FF0412:UTM  16      -  CHELSEA AZ MK                            091 58 10.3
 FF0412
 FF0412|---------------------------------------------------------------------|
 FF0412| PID    Reference Object                     Distance      Geod. Az  |
 FF0412|                                                           dddmmss.s |
 FF0412| CI4104 CHELSEA AZ MK                                      0901350.8 |
 FF0412| FF0413 CHELSEA RM 1                         24.522 METERS 17553     |
 FF0412| FF0411 CHELSEA RM 2                         26.185 METERS 26956     |
 FF0412|---------------------------------------------------------------------|
 FF0412
 FF0412                          SUPERSEDED SURVEY CONTROL
 FF0412
 FF0412  NAD 83(1995)-  35 10 22.25556(N)    090 00 59.51453(W) AD(       ) 2
 FF0412  NAD 83(1995)-  35 10 22.25862(N)    090 00 59.51429(W) AD(       ) 2
 FF0412  NAD 83(1986)-  35 10 22.26343(N)    090 00 59.51601(W) AD(       ) 2
 FF0412  NAD 27      -  35 10 21.94200(N)    090 00 59.19090(W) AD(       ) 2
 FF0412  NGVD 29 (??/??/??)   72.899  (m)          239.17   (f) ADJUSTED    2 0
 FF0412
 FF0412.Superseded values are not recommended for survey control.
 FF0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0412.See file dsdata.txt to determine how the superseded data were derived.
 FF0412
 FF0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7171496289(NAD 83)
 FF0412_MARKER: DE = TRAVERSE STATION DISK
 FF0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0412_STAMPING: CHELSEA 1959
 FF0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0412+STABILITY: SURFACE MOTION
 FF0412
 FF0412  HISTORY     - Date     Condition        Report By
 FF0412  HISTORY     - 1959     MONUMENTED       CGS
 FF0412  HISTORY     - 1959     GOOD             CGS
 FF0412  HISTORY     - 19950722 MARK NOT FOUND   TN1620
 FF0412
 FF0412                          STATION DESCRIPTION
 FF0412
 FF0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0412'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF DOWNTOWN
 FF0412'MEMPHIS, AT THE INTERSECTION OF SYLVAN ST. AND CLYDE AVE.
 FF0412'ON CITY PROPERTY, 30 FEET NORTHWEST OF THE INTERSECTION OF
 FF0412'SYLVAN ST. AND CLYDE AVE., 18 FEET NORTH OF CLYDE AVE. AND
 FF0412'27 FEET SOUTH OF THE RAILROAD TRACKS.  THE MARK IS A STANDARD
 FF0412'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH
 FF0412'WITH THE GROUND AND IS STAMPED CHELSEA 1959.
 FF0412'
 FF0412'THE UNDERGROUND MARK IS A STANDARD TRAVERSE MARK DISK SET
 FF0412'ABOUT 36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 FF0412'CHELSEA 1959.
 FF0412'
 FF0412'TO REACH THE STATION FROM THE INTERSECTION OF CHELSEA AVE.
 FF0412'AND NORTH BELLEVUE BLVD. IN THE NORTHWEST SECTION OF MEMPHIS,
 FF0412'GO NORTH ON NORTH BELLEVUE BLVD. FOR 0.15 MILE TO CLYDE AVE.,
 FF0412'TURN RIGHT ON CLYDE AVE. AND GO EAST FOR 0.1 MILE TO THE
 FF0412'STATION ON THE LEFT AS DESCRIBED.
 FF0412'
 FF0412'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST
 FF0412'ON CLYDE AVE. FOR 0.25 MILE TO CHELSEA AVE., TURN LEFT ON
 FF0412'CHELSEA AVE. AND GO NORTHEAST FOR 0.1 MILE TO THE AZIMUTH
 FF0412'MARK ON THE LEFT AS DESCRIBED.
 FF0412'
 FF0412'REFERENCE MARK NO. 1 IS 25 FEET WEST OF A FIRE PLUG, 22 FEET
 FF0412'SOUTH OF END OF SIDE WALK AND 18 FEET WEST OF THE CENTER
 FF0412'OF SYLVAN ST.  THE MARK IS A STANDARD REFERENCE MARK DISK
 FF0412'CEMENTED IN A DRILL HOLE IN THE SIDE WALK, SET FLUSH WITH
 FF0412'THE SIDE WALK AND IS STAMPED CHELSEA NO 1 1959.
 FF0412'
 FF0412'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE RAILROAD TRACKS AND
 FF0412'15 FEET NORTH OF CLYDE AVE.  THE MARK IS SET FLUSH WITH THE
 FF0412'SURFACE OF THE GROUND AND IS STAMPED CHELSEA NO 2 1959.
 FF0412'
 FF0412'AZIMUTH MARK IS 68 FEET WEST OF A FIRE PLUG, 40 FEET NORTH
 FF0412'OF CHELSEA AVE., 20 FEET EAST OF THE END OF THE CURB, 18 FEET
 FF0412'EAST OF THE RAILROAD TRACKS AND 18 FEET WEST OF A POWERLINE
 FF0412'POLE.  THE MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED
 FF0412'IN A DRILL HOLE IN THE CURB, SET FLUSH WITH THE CURB AND
 FF0412'IS STAMPED CHELSEA 1959.
 FF0412'
 FF0412'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FF0412
 FF0412                          STATION RECOVERY (1959)
 FF0412
 FF0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0412'IN MEMPHIS.
 FF0412'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF DOWNTOWN
 FF0412'MEMPHIS, AT THE INTERSECTION OF SYLVAN ST. AND CLYDE AVE. ON CITY
 FF0412'PROPERTY, 30 FT. NORTHWEST OF THE INTERSECTION OF SYLVAN ST. AND
 FF0412'CLYDE AVE., 18 FT. NORTH OF CLYDE AVE. 27 FT. NORTH OF THE RAILROAD
 FF0412'TRACKS, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FF0412'GROUND.  THIS STATION IS ABOUT 1.1 MILE NORTH OF STATION JACKSON.
 FF0412
 FF0412                          STATION RECOVERY (1995)
 FF0412
 FF0412'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0413 ***********************************************************************
 FF0413  DESIGNATION -  CHELSEA RM 1
 FF0413  PID         -  FF0413
 FF0413  STATE/COUNTY-  TN/SHELBY
 FF0413  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0413
 FF0413                         *CURRENT SURVEY CONTROL
 FF0413  ___________________________________________________________________
 FF0413* NAD 83(1986)-  35 10 22.     (N)    090 00 59.     (W)     SCALED    
 FF0413* NAVD 88     -        73.180  (meters)     240.09   (feet)  ADJUSTED  
 FF0413  ___________________________________________________________________
 FF0413  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0413  DYNAMIC HT  -          73.114 (meters)     239.87  (feet)  COMP
 FF0413  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FF0413
 FF0413  VERT ORDER  -  SECOND    CLASS 0
 FF0413
 FF0413.The horizontal coordinates were scaled from a topographic map and have
 FF0413.an estimated accuracy of +/- 6 seconds.
 FF0413
 FF0413.The orthometric height was determined by differential leveling
 FF0413.and adjusted by the National Geodetic Survey in June 1991..
 FF0413
 FF0413.The geoid height was determined by GEOID03.
 FF0413
 FF0413.The dynamic height is computed by dividing the NAVD 88
 FF0413.geopotential number by the normal gravity value computed on the
 FF0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0413.degrees latitude (g = 980.6199 gals.).
 FF0413
 FF0413.The modeled gravity was interpolated from observed gravity values.
 FF0413
 FF0413;                    North         East    Units  Estimated Accuracy
 FF0413;SPC TN       -   100,640.      234,220.      MT  (+/- 180 meters Scaled)
 FF0413
 FF0413                          SUPERSEDED SURVEY CONTROL
 FF0413
 FF0413  NGVD 29 (??/??/??)   73.154  (m)          240.01   (f) ADJUSTED    2 0
 FF0413
 FF0413.Superseded values are not recommended for survey control.
 FF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0413.See file dsdata.txt to determine how the superseded data were derived.
 FF0413
 FF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU717962(NAD 83)
 FF0413_MARKER: DR = REFERENCE MARK DISK
 FF0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0413_SP_SET: SIDEWALK
 FF0413_STAMPING: CHELSEA NO 1 1959
 FF0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0413
 FF0413  HISTORY     - Date     Condition        Report By
 FF0413  HISTORY     - 1959     MONUMENTED       CGS
 FF0413  HISTORY     - 19950722 MARK NOT FOUND   TN1620
 FF0413
 FF0413                          STATION DESCRIPTION
 FF0413
 FF0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0413'IN MEMPHIS.
 FF0413'THIS MARK IS LOCATED AT THE STATION SITE, 80.5 FT. SOUTH-SOUTHEAST
 FF0413'OF THE STATION MARK, 25 FT. WEST OF A FIRE PLUG, 22 FT. SOUTH
 FF0413'OF THE END OF A SIDE WALK, 18 FT. WEST OF THE CENTER OF SYLVAN
 FF0413'ST., A DISK CEMENTED IN A DRILL HOLE IN THE SIDE WALK.
 FF0413
 FF0413                          STATION RECOVERY (1995)
 FF0413
 FF0413'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0411 ***********************************************************************
 FF0411  DESIGNATION -  CHELSEA RM 2
 FF0411  PID         -  FF0411
 FF0411  STATE/COUNTY-  TN/SHELBY
 FF0411  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0411
 FF0411                         *CURRENT SURVEY CONTROL
 FF0411  ___________________________________________________________________
 FF0411* NAD 83(1986)-  35 10 21.     (N)    090 00 58.     (W)     SCALED    
 FF0411* NAVD 88     -        72.784  (meters)     238.79   (feet)  ADJUSTED  
 FF0411  ___________________________________________________________________
 FF0411  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0411  DYNAMIC HT  -          72.718 (meters)     238.58  (feet)  COMP
 FF0411  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 FF0411
 FF0411  VERT ORDER  -  SECOND    CLASS 0
 FF0411
 FF0411.The horizontal coordinates were scaled from a topographic map and have
 FF0411.an estimated accuracy of +/- 6 seconds.
 FF0411
 FF0411.The orthometric height was determined by differential leveling
 FF0411.and adjusted by the National Geodetic Survey in June 1991..
 FF0411
 FF0411.The geoid height was determined by GEOID03.
 FF0411
 FF0411.The dynamic height is computed by dividing the NAVD 88
 FF0411.geopotential number by the normal gravity value computed on the
 FF0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0411.degrees latitude (g = 980.6199 gals.).
 FF0411
 FF0411.The modeled gravity was interpolated from observed gravity values.
 FF0411
 FF0411;                    North         East    Units  Estimated Accuracy
 FF0411;SPC TN       -   100,610.      234,250.      MT  (+/- 180 meters Scaled)
 FF0411
 FF0411                          SUPERSEDED SURVEY CONTROL
 FF0411
 FF0411  NGVD 29 (??/??/??)   72.757  (m)          238.70   (f) ADJUSTED    2 0
 FF0411
 FF0411.Superseded values are not recommended for survey control.
 FF0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0411.See file dsdata.txt to determine how the superseded data were derived.
 FF0411
 FF0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU717962(NAD 83)
 FF0411_MARKER: DR = REFERENCE MARK DISK
 FF0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0411_STAMPING: CHELSEA NO 2 1959
 FF0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0411+STABILITY: SURFACE MOTION
 FF0411
 FF0411  HISTORY     - Date     Condition        Report By
 FF0411  HISTORY     - 1959     MONUMENTED       CGS
 FF0411  HISTORY     - 19950722 MARK NOT FOUND   TN1620
 FF0411
 FF0411                          STATION DESCRIPTION
 FF0411
 FF0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0411'IN MEMPHIS.
 FF0411'THIS MARK IS LOCATED AT THE STATION SITE, 85.9 FT. WEST OF THE
 FF0411'STATION MARK, 33 FT. SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 FF0411'TRACKS, 15 FT. NORTH OF THE CENTER OF CLYDE AVE., A DISK SET IN
 FF0411'TOP OF A CONCRETE POST, SET FLUSH WITH THE GROUND.
 FF0411
 FF0411                          STATION RECOVERY (1995)
 FF0411
 FF0411'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1872 ***********************************************************************
 FB1872  DESIGNATION -  CHERRY
 FB1872  PID         -  FB1872
 FB1872  STATE/COUNTY-  TN/KNOX
 FB1872  USGS QUAD   -  KNOXVILLE (1978)
 FB1872
 FB1872                         *CURRENT SURVEY CONTROL
 FB1872  ___________________________________________________________________
 FB1872* NAD 83(1995)-  35 59 35.19480(N)    083 54 07.03806(W)     ADJUSTED  
 FB1872* NAVD 88     -       289.093  (meters)     948.47   (feet)  ADJUSTED  
 FB1872  ___________________________________________________________________
 FB1872  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FB1872  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1872  DYNAMIC HT  -         288.827 (meters)     947.59  (feet)  COMP
 FB1872  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FB1872
 FB1872  HORZ ORDER  -  SECOND
 FB1872  VERT ORDER  -  FIRST     CLASS I
 FB1872
 FB1872.The horizontal coordinates were established by classical geodetic methods
 FB1872.and adjusted by the National Geodetic Survey in April 1999..
 FB1872
 FB1872.The orthometric height was determined by differential leveling
 FB1872.and adjusted by the National Geodetic Survey in June 1991..
 FB1872
 FB1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1872
 FB1872.The geoid height was determined by GEOID03.
 FB1872
 FB1872.The dynamic height is computed by dividing the NAVD 88
 FB1872.geopotential number by the normal gravity value computed on the
 FB1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1872.degrees latitude (g = 980.6199 gals.).
 FB1872
 FB1872.The modeled gravity was interpolated from observed gravity values.
 FB1872
 FB1872;                    North         East     Units Scale Factor Converg.
 FB1872;SPC TN       -   186,178.578   789,160.402   MT  0.99995224   +1 13 41.8
 FB1872;SPC TN       -   610,820.88  2,589,103.75   sFT  0.99995224   +1 13 41.8
 FB1872;UTM  17      - 3,987,079.556   238,396.064   MT  1.00044335   -1 42 23.1
 FB1872
 FB1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1872!SPC TN       -   0.99995945  x   0.99995224  =   0.99991169
 FB1872!UTM  17      -   0.99995945  x   1.00044335  =   1.00040278
 FB1872
 FB1872|---------------------------------------------------------------------|
 FB1872| PID    Reference Object                     Distance      Geod. Az  |
 FB1872|                                                           dddmmss.s |
 FB1872| CZ4752 CHERRY AZ MK                                       13035     |
 FB1872| FB1874 CHERRY RM 3                          24.175 METERS 13905     |
 FB1872| FB1873 CHERRY RM 2                          33.638 METERS 23335     |
 FB1872| GA3554 SHARP RESET                         APPROX. 3.9 KM 2872835.7 |
 FB1872| FB2199 CHERRY RM 4                           6.747 METERS 32231     |
 FB1872| FB1871 CHERRY RM 1                          29.768 METERS 32259     |
 FB1872|---------------------------------------------------------------------|
 FB1872
 FB1872                          SUPERSEDED SURVEY CONTROL
 FB1872
 FB1872  NAD 83(1995)-  35 59 35.20329(N)    083 54 07.03547(W) AD(       ) 2
 FB1872  NAD 83(1986)-  35 59 35.20876(N)    083 54 07.03369(W) AD(       ) 2
 FB1872  NAD 27      -  35 59 34.90940(N)    083 54 07.37680(W) AD(       ) 2
 FB1872  NGVD 29 (??/??/92)  289.225  (m)          948.90   (f) ADJ UNCH    1 1
 FB1872
 FB1872.Superseded values are not recommended for survey control.
 FB1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1872.See file dsdata.txt to determine how the superseded data were derived.
 FB1872
 FB1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3839687080(NAD 83)
 FB1872_MARKER: DE = TRAVERSE STATION DISK
 FB1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1872_STAMPING: CHERRY 1960
 FB1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1872+STABILITY: SURFACE MOTION
 FB1872
 FB1872  HISTORY     - Date     Condition        Report By
 FB1872  HISTORY     - 1960     MONUMENTED       CGS
 FB1872  HISTORY     - 1966     GOOD             CGS
 FB1872  HISTORY     - 1967     GOOD             CGS
 FB1872  HISTORY     - 1968     GOOD             CGS
 FB1872  HISTORY     - 1968     GOOD             NGS
 FB1872  HISTORY     - 1975     GOOD             NGS
 FB1872  HISTORY     - 1982     GOOD             LOCENG
 FB1872  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1872
 FB1872                          STATION DESCRIPTION
 FB1872
 FB1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB1872'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF DOWNTOWN KNOXVILLE, AND
 FB1872'ON THE EAST SIDE OF CHERRY STREET.
 FB1872'
 FB1872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND
 FB1872'MAGNOLIA AVENUE, GO EAST ON MAGNOLIA AVENUE FOR 1.9 MILES TO CHERRY
 FB1872'STREET ON THE LEFT, TURN LEFT, NORTH, FOR 0.65 MILE TO THE STATION ON
 FB1872'THE RIGHT.
 FB1872'
 FB1872'STATION MARK IS 46 FEET EAST OF THE CENTER OF CHERRY STREET AND 2.3
 FB1872'FEET NORTH OF A WITNESS SIGN. THE MARK IS A STANDARD TRAVERSE DISK
 FB1872'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CHERRY 1960.
 FB1872'
 FB1872'REFERENCE MARK NO. 1 IS 46 FEET EAST OF THE CENTER OF CHERRY STREET
 FB1872'AND 4 FEET SOUTH OF A POWER LINE GUY POLE. THE MARK IS A STANDARD
 FB1872'DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CHERRY NO 1
 FB1872'1960.
 FB1872'
 FB1872'REFERENCE MARK NO. 2 IS 64 FEET WEST OF THE CENTER OF CHERRY STREET
 FB1872'AND 30 FEET WEST OF A POWER LINE POLE. THE MARK IS A STANDARD DISK
 FB1872'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CHERRY NO 2 1960.
 FB1872'
 FB1872'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FB1872'
 FB1872'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 FB1872
 FB1872                          STATION RECOVERY (1966)
 FB1872
 FB1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 FB1872'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FB1872'RECOVERED AND FOUND IN GOOD CONDITION. NO AZIMUTH MARK WAS EVER
 FB1872'ESTABLISHED FOR THIS STATION.
 FB1872'
 FB1872'THE STANDARD OIL COMPANY IS BUILDING A SERVICE STATION IN THE
 FB1872'VICINITY OF THE STATION AND THE PRESENT SITE OF THE MARK WILL BE
 FB1872'COVERED WITH ABOUT 8 INCHES OF SURFACE MATERIALS ON A DRIVE LEADING
 FB1872'TO THE REAR OF THE STATION. AN 8-INCH HIGH VALVE COVER OF CAST IRON
 FB1872'WITH A FLUSH LID WILL BE PLACED OVER THE STATION MARK AT THE TIME THE
 FB1872'SURFACING IS DONE AND THE STATION WILL IN NO WAY BE DISTURBED OR ITS
 FB1872'FUTURE USE IMPAIRED. TO MOVE THE STATION WOULD ONLY PLACE IT IN
 FB1872'DANGER OF BEING DESTROYED BY FUTURE IMPROVEMENTS IN THE IMMEDIATE
 FB1872'AREA, WHICH ARE NOW UNDER TENATIVE PLANNING.
 FB1872'
 FB1872'WHEN THE GRADING OPERATIONS ARE COMPLETED, A NEW AND COMPLETE
 FB1872'DESCRIPTION WILL BE WRITTEN FOR THE STATION AND ALL MARKS. THIS
 FB1872'SHOULD BE ACCOMPLISHED IN ABOUT FOUR MONTHS, ACCORDING TO MR. STOKES,
 FB1872'SUPERINTENDENT, ROEHL CONSTRUCTION COMPANY, KNOXVILLE, TENN.
 FB1872'
 FB1872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN EAST KNOXVILLE
 FB1872
 FB1872                          STATION RECOVERY (1967)
 FB1872
 FB1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 FB1872'THE STATION, RM 1 AND 2 WERE ALL RECOVERED AND IN GOOD CONDITION.
 FB1872'DESCRIPTION IN HORIZONTAL QUAD 350834, STATION 1032 IS ADEQUATE.
 FB1872
 FB1872                          STATION RECOVERY (1968)
 FB1872
 FB1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FB1872'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FB1872'RECOVERED AND FOUND IN GOOD CONDITION. DUE TO THE CONSTRUCTION OF A
 FB1872'NEW SERVICE STATION AT THE SITE, THE MARK WAS IN DANGER OF BEING
 FB1872'DISTURBED AND COVERED BY GRADING OPERATIONS. DUE TO THE RAPID
 FB1872'EXPANSION OF THIS AREA FOR COMMERCIAL PROPERTIES, A SUITABLE
 FB1872'LOCATION FOR MOVING THE MARK COULD NOT BE FOUND. THEREFORE, THE
 FB1872'STATION MARK WAS PROTECTED BY SETTING A BARRICADE CONSTRUCTED OF
 FB1872'4-INCH I-BEAMS AROUND THE MARK FOR THE TIME REQUIRED TO READY
 FB1872'THE AREA FOR PAVING. THE BARRICADE WAS THEN REMOVED AND A CAST-IRON
 FB1872'WATER VALVE ACCESS CASING WITH COVER WAS PLACED OVER THE STATION MARK
 FB1872'AND BROUGHT FLUSH WITH THE FINISHED PAVED SURFACE.  DURING THIS
 FB1872'PERIOD, THE STATION MARK WAS IN NO WAY DISTURBED IN EITHER HORIZONTAL
 FB1872'OR VERTICAL POSITION. A REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE
 FB1872'THEN ESTABLISHED. HORIZONTAL DISTANCE MEASUREMENTS WERE CHECKED
 FB1872'BETWEEN THE STATION AND THE REFERENCE MARKS NO. 1 AND NO. 2 AND A
 FB1872'DISCREPANCY OF 0.10 OF A FOOT WAS NOTED IN THE DISTANCE TO REFERENCE
 FB1872'MARK NO. 1. THE THREE ORIGINAL MARKS AT THIS STATION WERE BENCH
 FB1872'MARKS AND THE ELEVATIONS WERE CHECKED BETWEEN THE MARKS. A
 FB1872'DISCREPANCY OF 0.011 OF A FOOT WAS NOTED IN THE ELEVATION OF
 FB1872'REFERENCE MARK NO. 2. THE STATION WAS THEN OCCUPIED AND THE
 FB1872'HORIZONTAL ANGLES OBSERVED FOR ALL MARKS. A DISCREPANCY OF 00 DEG 01
 FB1872'MIN 32.5 SEC WAS NOTED IN THE ANGLE BETWEEN REFERENCE MARK
 FB1872'NO. 1 AND REFERENCE MARK NO. 2. AN ELEVATION WAS TRANSFERRED TO THE
 FB1872'NEW REFERENCE MARK NO. 3 FROM BENCH MARK CHERRY 1960.
 FB1872'
 FB1872'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FB1872'
 FB1872'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF DOWNTOWN KNOXVILLE,
 FB1872'ABOUT 0.1 OF A MILE NORTHWEST OF THE INTERCHANGE FOR CHERRY STREET
 FB1872'AND INTERSTATE ROUTE 40, IN THE PAVED DRIVEWAY OF A CHEVRON SERVICE
 FB1872'CENTER ALONG THE EAST SIDE OF CHERRY STREET AND JUST SOUTH OF
 FB1872'THE T INTERSECTION MITCHELL STREET.
 FB1872'
 FB1872'TO REACH THE STATION FROM THE CHERRY STREET AND INTERSTATE ROUTE 40
 FB1872'INTERCHANGE, GO NORTHWESTERLY ON CHERRY STREET FOR 0.1 MILE TO THE
 FB1872'STATION ON THE RIGHT AS DESCRIBED.
 FB1872'
 FB1872'THE STATION IS 71 FEET WEST-NORTHWEST OF THE WEST CORNER OF THE
 FB1872'SERVICE CENTER BUILDING, 46 FEET NORTHEAST OF THE APPROXIMATE
 FB1872'CENTER OF CHERRY STREET, 42.5 FEET EAST-SOUTHEAST OF A LAMP POST,
 FB1872'21.9 FEET SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE PLANTER AT THE
 FB1872'NORTHWEST EDGE OF THE PAVED DRIVE, AND 18.2 FEET NORTHWEST OF THE
 FB1872'WEST CORNER OF A CONCRETE PLANTER AT THE SOUTHEAST EDGE OF THE
 FB1872'PAVED DRIVE. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FB1872'SQUARE, CONCRETE MONUMENT ABOUT 0.8 OF A FOOT BELOW THE SURFACE OF
 FB1872'THE PAVED DRIVE AND IS PROTECTED BY A CAST-IRON WATER VALVE ACCESS
 FB1872'CASING WITH A COVER THAT IS FLUSH WITH THE SURFACE OF THE PAVED
 FB1872'DRIVE, AND THE DISK IS STAMPED CHERRY 1960.
 FB1872'
 FB1872'REFERENCE MARK NO. 1 IS 55 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FB1872'OF THE T INTERSECTION OF CHERRY STREET AND MITCHELL STREET,
 FB1872'3.5 FEET SOUTHEAST OF A GUYED CROSS-GUY POLE AND 0.9 OF A FOOT
 FB1872'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FB1872'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FB1872'PROJECTS 2 INCHES AND THE DISK IS STAMPED CHERRY NO 1 1960.
 FB1872'
 FB1872'REFERENCE MARK NO. 2 IS ACROSS CHERRY STREET SOUTHWEST OF THE
 FB1872'STATION, 101 FEET SOUTH OF THE APPROXIMATE CENTER OF THE T
 FB1872'INTERSECTION OF CHERRY STREET AND MITCHELL STREET, 90 FEET
 FB1872'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF MITCHELL STREET,
 FB1872'64 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF CHERRY STREET, 29 FEET
 FB1872'SOUTHWEST OF A LARGE UTILITY POLE, AND 0.9 OF A FOOT NORTHEAST OF A
 FB1872'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FB1872'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FB1872'AND THE DISK IS STAMPED CHERRY NO 2 1960.
 FB1872'
 FB1872'REFERENCE MARK NO. 3 IS 71 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 FB1872'SERVICE CENTER BUILDING, 56 FEET NORTHWEST OF THE WEST END OF A
 FB1872'RIGHT-OF-WAY FENCE, 45 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 FB1872'CHERRY STREET, AND 7 FEET SOUTHEAST OF THE EAST CORNER OF A LARGE
 FB1872'METAL WATER METER HOUSING COVER. IT IS A STANDARD DISK CEMENTED IN A
 FB1872'DRILL HOLE IN THE SOUTH CORNER OF A CONCRETE PLANTER AND THE DISK IS
 FB1872'STAMPED CHERRY 1960 NO 3 1968.
 FB1872'
 FB1872'DUE TO BOTH HEAVY TRAFFIC AND THE MANY DECORATIVE SHRUBS ON LINE, NO
 FB1872'EFFORT WAS MADE TO MEASURE BETWEEN THE REFERENCE MARKS.
 FB1872'
 FB1872'THE AZIMUTH MARK IS SET IN THE SOUTHEAST END OF A LONG, CONCRETE
 FB1872'TRAFFIC ISLAND ALONG CHERRY STREET THAT CONTROLS CHANNELIZED
 FB1872'TRAFFIC FOR THE INTERSTATE ROUTE 40 INTERCHANGE, ABOUT 0.15 OF A MILE
 FB1872'SOUTHEAST OF THE STATION AND 0.05 OF A MILE SOUTHEAST OF THE OVERPASS
 FB1872'FOR THE INTERSTATE. IT IS 83 FEET SOUTH OF A METAL STREET LAMP POST,
 FB1872'54 FEET NORTHEAST OF A UTILITY AND LIGHT POLE, 20.5 FEET NORTHEAST OF
 FB1872'THE APPROXIMATE CENTER OF CHERRY STREET SOUTHBOUND TRAFFIC LANES, 17
 FB1872'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF CHERRY STREET
 FB1872'NORTHBOUND TRAFFIC LANES, 1.1 FEET NORTHWEST OF THE SOUTHEAST END OF
 FB1872'THE CONCRETE ISLAND, AND ABOUT EQUAL DISTANCE BETWEEN TWO DELINEATOR
 FB1872'MARKERS. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 FB1872'THE CONCRETE DIVIDER AND THE DISK IS STAMPED CHERRY 1968. NO NOTE.
 FB1872'
 FB1872'NOTE- KNOXVILLE, CITY VIEW BAPTIST CHURCH SPIRE IS THE SAME AS THE
 FB1872'UNIDENTIFIED CHURCH SPIRE IN THE 1960 LIST.
 FB1872'
 FB1872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 FB1872'NORTHEAST OF KNOXVILLE.
 FB1872
 FB1872                          STATION RECOVERY (1968)
 FB1872
 FB1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FB1872'2 MI NE FROM KNOXVILLE.
 FB1872'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FB1872'IS AT THE CHERRY 1960 TRAVERSE STATION SITE ABOUT 0.1 OF A MILE
 FB1872'NORTHWEST OF THE CHERRY STREET AND INTERSTATE ROUTE 40 INTERCHANGE
 FB1872'IN NORTHEAST KNOXVILLE.  IT IS 110.36 FEET NORTHEAST OF REFERENCE
 FB1872'MARK NO. 2, 97.67 FEET SOUTH-SOUTHEAST OF REFERENCE MARK NO. 1,
 FB1872'79.30 FEET NORTHWEST OF REFERENCE MARK NO. 3, 71 FEET WEST-SOUTHWEST
 FB1872'OF THE WEST CORNER OF THE CHEVRON SERVICE CENTER BUILDING, 46 FEET
 FB1872'NORTHEAST OF THE APPROXIMATE CENTER OF CHERRY STREET, 42.5 FEET
 FB1872'EAST-SOUTHEAST OF A LAMP POST, 21.9 FEET SOUTHEAST OF THE SOUTH
 FB1872'CORNER OF A CONCRETE PLANTER AT THE NORTHWEST EDGE OF THE PAVED
 FB1872'SERVICE DRIVE, AND 18.2 FEET NORTHWEST OF THE WEST CORNER OF A
 FB1872'CONCRETE PLANTER AT THE SOUTHEAST EDGE OF THE PAVED SERVICE DRIVE.
 FB1872'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FB1872'CONCRETE MONUMENT ABOUT 0.8 OF A FOOT BELOW THE SURFACE OF THE
 FB1872'PAVED DRIVE AND IS PROTECTED BY A CAST-IRON WATER VALVE ACCESS
 FB1872'CASING, WITH A COVER THAT IS FLUSH WITH THE SURFACE OF THE
 FB1872'PAVEMENT AND THE DISK IS STAMPED CHERRY 1960.
 FB1872
 FB1872                          STATION RECOVERY (1975)
 FB1872
 FB1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FB1872'THE STATION MARK, REFERENCE MARKS 2 AND 3 ALONG WITH THE AZIMUTH MARK
 FB1872'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 FB1872'FOUND TO HAVE BEEN DESTROYED BY CONSTRUCTION.  THE DISTANCE AND
 FB1872'DIRECTION TO REFERENCE MARK 3 CHECKED.  THE LINE OF SIGHT TO THE
 FB1872'AZIMUTH MARK WAS OBSTRUCTED BY PARKED VEHICLES AND THE OTHER
 FB1872'AZIMUTH OBJECTS COULD NOT BE TAKEN DUE TO DENSE FOG.  REFERENCE
 FB1872'MARK 4 WAS SET IN ORDER TO HAVE 2 REFERENCE MARKS ON THE SAME
 FB1872'SIDE OF THE STREET AS THE STATION.  THE 1963 DISTANCE TO REFERENCE
 FB1872'MARK 2 WAS USED SINCE IT IS ALMOST IMPOSSIBLE TO MEASURE ACROSS
 FB1872'CHERRY STREET.  THE 1963 RECOVERY NOTE IS GOOD WITH THE DELETION
 FB1872'OF REFERENCE MARK 1 AND THE BELOW ADDED INFORMATION ON REFERENCE
 FB1872'MARK 4.
 FB1872'
 FB1872'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED CHERRY
 FB1872'1960 NO 4 1975, SET IN A DRILL HOLE IN THE TOP AND SOUTH END OF THE
 FB1872'CONCRETE (NORTH) CURBING OF NORTH DRIVEWAY TO SERVICE STATION, 48
 FB1872'FEET NORTHEAST OF THE CENTERLINE OF CHERRY STREET AND 22 FEET
 FB1872'NORTHWEST OF THE CENTERLINE OF THE NORTH DRIVEWAY.
 FB1872'
 FB1872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 FB1872'NORTHEAST OF DOWNTOWN KNOXVILLE.
 FB1872'
 FB1872'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FB1872
 FB1872                          STATION RECOVERY (1982)
 FB1872
 FB1872'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1872'RECOVERED IN GOOD CONDITION.
 FB1872
 FB1872                          STATION RECOVERY (2001)
 FB1872
 FB1872'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1872'STATION NOT FOUND.  RM 1 PREVIOUSLY NOT FOUND.  RM 2 NOT FOUND.  RM 3
 FB1872'NOT FOUND.  RM 4 NOT FOUND.  OWNER OF SERVICE STATION REMARKED THAT
 FB1872'MARK AND ITS RMS MAY HAVE BEEN DESTROYED WHEN CHERRY STREET WAS
 FB1872'WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1671 ***********************************************************************
 FC1671  DESIGNATION -  CHERRY
 FC1671  PID         -  FC1671
 FC1671  STATE/COUNTY-  TN/MONROE
 FC1671  USGS QUAD   -  PHILADELPHIA (1974)
 FC1671
 FC1671                         *CURRENT SURVEY CONTROL
 FC1671  ___________________________________________________________________
 FC1671* NAD 83(1995)-  35 38 48.15229(N)    084 28 51.26051(W)     ADJUSTED  
 FC1671* NAVD 88     -       297.0    (meters)     974.     (feet)  VERTCON   
 FC1671  ___________________________________________________________________
 FC1671  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FC1671  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC1671
 FC1671  HORZ ORDER  -  SECOND
 FC1671
 FC1671.The horizontal coordinates were established by classical geodetic methods
 FC1671.and adjusted by the National Geodetic Survey in April 1999..
 FC1671
 FC1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1671
 FC1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1671
 FC1671.The geoid height was determined by GEOID03.
 FC1671
 FC1671;                    North         East     Units Scale Factor Converg.
 FC1671;SPC TN       -   146,785.383   737,563.547   MT  0.99995372   +0 53 21.6
 FC1671;SPC TN       -   481,578.38  2,419,823.07   sFT  0.99995372   +0 53 21.6
 FC1671;UTM  16      - 3,947,687.521   728,072.070   MT  1.00024104   +1 28 07.4
 FC1671
 FC1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1671!SPC TN       -   0.99995817  x   0.99995372  =   0.99991189
 FC1671!UTM  16      -   0.99995817  x   1.00024104  =   1.00019920
 FC1671
 FC1671|---------------------------------------------------------------------|
 FC1671| PID    Reference Object                     Distance      Geod. Az  |
 FC1671|                                                           dddmmss.s |
 FC1671| CZ4753 CHERRY RM 1                          10.667 METERS 03010     |
 FC1671| FC0305 WATSON                              APPROX. 3.6 KM 1915642.8 |
 FC1671| CZ4754 CHERRY RM 2                          12.222 METERS 32624     |
 FC1671|---------------------------------------------------------------------|
 FC1671
 FC1671                          SUPERSEDED SURVEY CONTROL
 FC1671
 FC1671  NAD 83(1995)-  35 38 48.15815(N)    084 28 51.26062(W) AD(       ) 2
 FC1671  NAD 83(1986)-  35 38 48.16314(N)    084 28 51.25890(W) AD(       ) 2
 FC1671  NAD 27      -  35 38 47.89460(N)    084 28 51.51360(W) AD(       ) 2
 FC1671  NGVD 29 (07/19/86)  297.1    (m)          975.     (f) VERT ANG       
 FC1671
 FC1671.Superseded values are not recommended for survey control.
 FC1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1671.See file dsdata.txt to determine how the superseded data were derived.
 FC1671
 FC1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2807247688(NAD 83)
 FC1671_MARKER: DE = TRAVERSE STATION DISK
 FC1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1671
 FC1671  HISTORY     - Date     Condition        Report By
 FC1671  HISTORY     - 1961     MONUMENTED       CGS
 FC1671
 FC1671                          STATION DESCRIPTION
 FC1671
 FC1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1671'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF SWEETWATER, ABOUT 3
 FC1671'MILES EAST OF LUTTERELL, ABOUT 1/2 MILE EAST OF THE FORK OF CHERRY
 FC1671'CREEK AND POND CREEK AND ON THE SOUTH SIDE OF A COUNTY ROAD
 FC1671'RIGHT-OF-WAY.
 FC1671'
 FC1671'TO REACH THE STATION FROM THE POST OFFICE IN SWEETWATER, GO NORTH ON
 FC1671'U.S. HIGHWAY 11 FOR 0.5 MILE TO A SIDE STREET ON THE LEFT, OAKLAND
 FC1671'DRIVE, TURN LEFT ON OAKLAND DRIVE AND GO 0.6 MILE TO A SIDE STREET ON
 FC1671'THE RIGHT, THOMPSON ROAD, TURN RIGHT ON THOMPSON ROAD AND GO
 FC1671'0.65 MILE TO A FORK, KEEP LEFT FORK AND GO 2.4 MILES TO A T ROAD
 FC1671'(OILED ROAD TURNS RIGHT), TURN LEFT ON A GRAVELED ROAD AND GO 0.25
 FC1671'MILE TO THE STATION ON THE LEFT.
 FC1671'
 FC1671'THE STATION IS 55 FEET SOUTHEAST OF A TRIANGLE BLAZED CEDAR TREE, 15
 FC1671'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 13 FEET EAST OF THE
 FC1671'ENTRANCE TO A FIELD.  IT IS A STANDARD TRAVERSE DISK, FLUSH, AND IS
 FC1671'STAMPED CHERRY 1961.
 FC1671'
 FC1671'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE CENTER OF A GRAVELED
 FC1671'ROAD, 2.0 FEET WEST OF A WITNESS POST AND IS SET IN AN EAST-WEST
 FC1671'FENCE LINE.  IT IS A STANDARD DISK, PROJECTING 3 INCHES, AND IS
 FC1671'STAMPED CHERRY NO 1 1961.
 FC1671'
 FC1671'REFERENCE MARK NO. 2 IS 23 FEET EAST OF A TRIANGLE BLAZED CEDAR TREE,
 FC1671'15 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND IS SET IN AN
 FC1671'EAST-WEST FENCE LINE.  IT IS A STANDARD DISK, PROJECTING 3 INCHES,
 FC1671'AND IS STAMPED CHERRY NO 2 1961.
 FC1671'
 FC1671'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND 2 IS 40.0 FEET.
 FC1671'
 FC1671'TRAVERSE STATION WATSON WILL SERVE AS THE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2645 ***********************************************************************
 FE2645  DESIGNATION -  CHERRY RESET
 FE2645  PID         -  FE2645
 FE2645  STATE/COUNTY-  TN/LAUDERDALE
 FE2645  USGS QUAD   -  FORT PILLOW (1972)
 FE2645
 FE2645                         *CURRENT SURVEY CONTROL
 FE2645  ___________________________________________________________________
 FE2645* NAD 83(1995)-  35 41 30.14371(N)    089 43 03.79631(W)     ADJUSTED  
 FE2645* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 FE2645  ___________________________________________________________________
 FE2645  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FE2645  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE2645
 FE2645  HORZ ORDER  -  FIRST
 FE2645
 FE2645.The horizontal coordinates were established by classical geodetic methods
 FE2645.and adjusted by the National Geodetic Survey in April 1999..
 FE2645
 FE2645.The orthometric height was scaled from a topographic map.
 FE2645
 FE2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2645
 FE2645.The geoid height was determined by GEOID03.
 FE2645
 FE2645;                    North         East     Units Scale Factor Converg.
 FE2645;SPC TN       -   157,100.434   263,594.001   MT  0.99995147   -2 10 35.4
 FE2645;SPC TN       -   515,420.34    864,807.98   sFT  0.99995147   -2 10 35.4
 FE2645;SPC AR N     -   153,094.188   606,545.239   MT  0.99993769   +1 19 41.0
 FE2645;SPC AR N     -   502,276.52  1,989,973.84   sFT  0.99993769   +1 19 41.0
 FE2645;UTM  16      - 3,953,159.348   254,078.769   MT  1.00034531   -1 35 11.0
 FE2645
 FE2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2645!SPC TN       -   0.99998829  x   0.99995147  =   0.99993976
 FE2645!SPC AR N     -   0.99998829  x   0.99993769  =   0.99992598
 FE2645!UTM  16      -   0.99998829  x   1.00034531  =   1.00033360
 FE2645
 FE2645|---------------------------------------------------------------------|
 FE2645| PID    Reference Object                     Distance      Geod. Az  |
 FE2645|                                                           dddmmss.s |
 FE2645| CG3758 CHERRY RM 1                          57.449 METERS 00951     |
 FE2645| CG3759 CHERRY RM 2                          51.523 METERS 04129     |
 FE2645| FE2632 RIPLEY MUNICIPAL TANK               APPROX.18.1 KM 0704650.7 |
 FE2645| FE2633 RIPLEY RAD STA WTRB MAST            APPROX.16.4 KM 0751116.6 |
 FE2645| CG3760 CHERRY RM 3                          25.816 METERS 07819     |
 FE2645| FE2629 HENNING MUNICIPAL TANK              APPROX.13.1 KM 0981153.4 |
 FE2645| CG3757 CHERRY AZ MK                                       1735653.6 |
 FE2645| CG3761 CHERRY RM 4                          26.869 METERS 18949     |
 FE2645| FE2646 FORT PILLOW STATE FARM TANK         APPROX. 3.9 KM 2135151.2 |
 FE2645|---------------------------------------------------------------------|
 FE2645
 FE2645                          SUPERSEDED SURVEY CONTROL
 FE2645
 FE2645  NAD 83(1995)-  35 41 30.15248(N)    089 43 03.79759(W) AD(       ) 1
 FE2645  NAD 83(1986)-  35 41 30.15540(N)    089 43 03.79720(W) AD(       ) 1
 FE2645  NAD 27      -  35 41 29.87170(N)    089 43 03.51110(W) AD(       ) 1
 FE2645
 FE2645.Superseded values are not recommended for survey control.
 FE2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2645.See file dsdata.txt to determine how the superseded data were derived.
 FE2645
 FE2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5407953159(NAD 83)
 FE2645_MARKER: DS = TRIANGULATION STATION DISK
 FE2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2645
 FE2645  HISTORY     - Date     Condition        Report By
 FE2645  HISTORY     - 1958     MONUMENTED       CGS
 FE2645  HISTORY     - 19710122 MARK NOT FOUND   USGS
 FE2645
 FE2645                          STATION DESCRIPTION
 FE2645
 FE2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2645'THE STATION WAS RECOVERED BUT SURFACE STATION MARK WAS BROKEN AND A
 FE2645'NEW MARK WAS SET USING THE UNDERGROUND MARK.  TWO NEW REFERENCE
 FE2645'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE HOUSE
 FE2645'AND THE OLD BLUFF ROAD MENTIONED IN THE 1929 DESCRIPTION ARE GONE
 FE2645'AND A COMPLETE NEW TO REACH AND DESCRIPTION FOLLOWS.
 FE2645'
 FE2645'THE STATION IS ABOUT 10 MILES NORTH OF COVINGTON, ABOUT 8 MILES WEST
 FE2645'OF HENNING AND ON PROPERTY OWNED BY MRS. E.M.  BLACKWELL.  IT IS
 FE2645'91 FEET WEST OF AN OLD WELL, 17 FEET EAST OF A WHITE WITNESS POST AND
 FE2645'ON THE WEST EDGE OF A SMALL KNOLL.  THE MONUMENT IS FLUSH AND
 FE2645'THE DISK IS STAMPED CHERRY 1929 1958.
 FE2645'
 FE2645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2645'HIGHWAY 87 IN HENNING, GO WEST ON HIGHWAY 87 FOR 3.45 MILES TO
 FE2645'THE JUNCTION OF HIGHWAY 87 AND 87 ALTERNATE.  TURN LEFT AND GO
 FE2645'SOUTHWEST AND WEST ON 87 ALTERNATE FOR 4.8 MILES TO A T
 FE2645'INTERSECTION.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.5
 FE2645'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE DIRT SIDE
 FE2645'ROAD FOR 0.15 MILE TO A FARM ROAD TO THE RIGHT.  TURN RIGHT AND GO
 FE2645'NORTH ON THE FARM ROAD FOR 0.05 MILE TO A FRAME HOUSE ON THE LEFT
 FE2645'AND A BARN ON THE RIGHT.  CONTINUE NORTH ON THE FARM ROAD FOR 0.15
 FE2645'MILE TO AN OLD FRAME HOUSE ON THE LEFT AND A GATE STRAIGHT AHEAD.
 FE2645'PASS THROUGH THE GATE AND TURN LEFT AND GO WEST ON A ROUGH FIELD
 FE2645'ROAD FOR 0.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FE2645'CONTINUE WEST ON THE ROAD FOR 0.1 TO A SMALL LAKE ON THE RIGHT.
 FE2645'TURN RIGHT AFTER PASSING THE LAKE AND GO NORTH ON A DIM ROAD AND GO
 FE2645'NORTH FOR 0.25 MILE TO A GAP IN THE FENCE.  TURN RIGHT THROUGH
 FE2645'THE GAP AND GO EAST AND NORTH FOR 0.05 MILE TO THE TOP OF A SMALL
 FE2645'KNOLL AND THE STATION AS DESCRIBED.
 FE2645'
 FE2645'REFERENCE MARK 3 IS 7 FEET NORTHEAST OF THE OLD WELL AND ON THE EAST
 FE2645'EDGE OF THE KNOLL.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE2645'STAMPED CHERRY NO 3 1929 1958.
 FE2645'
 FE2645'REFERENCE MARK 4 IS 90 FEET SOUTHEAST OF THE WHITE WITNESS POST AND
 FE2645'57 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD.  THE
 FE2645'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CHERRY NO 4 1929
 FE2645'1958.
 FE2645'
 FE2645'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD,
 FE2645'4 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 FE2645'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CHERRY 1929
 FE2645'1958.
 FE2645'
 FE2645'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2645
 FE2645                          STATION RECOVERY (1971)
 FE2645
 FE2645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RSP)
 FE2645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1873 ***********************************************************************
 FB1873  DESIGNATION -  CHERRY RM 2
 FB1873  PID         -  FB1873
 FB1873  STATE/COUNTY-  TN/KNOX
 FB1873  USGS QUAD   -  KNOXVILLE (1978)
 FB1873
 FB1873                         *CURRENT SURVEY CONTROL
 FB1873  ___________________________________________________________________
 FB1873* NAD 83(1986)-  35 59 35.     (N)    083 54 07.     (W)     SCALED    
 FB1873* NAVD 88     -       289.641  (meters)     950.26   (feet)  ADJUSTED  
 FB1873  ___________________________________________________________________
 FB1873  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1873  DYNAMIC HT  -         289.374 (meters)     949.39  (feet)  COMP
 FB1873  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FB1873
 FB1873  VERT ORDER  -  FIRST     CLASS I
 FB1873
 FB1873.The horizontal coordinates were scaled from a topographic map and have
 FB1873.an estimated accuracy of +/- 6 seconds.
 FB1873
 FB1873.The orthometric height was determined by differential leveling
 FB1873.and adjusted by the National Geodetic Survey in June 1991..
 FB1873.WARNING-Repeat measurements at this control monument indicate possible
 FB1873.vertical movement.
 FB1873
 FB1873.The geoid height was determined by GEOID03.
 FB1873
 FB1873.The dynamic height is computed by dividing the NAVD 88
 FB1873.geopotential number by the normal gravity value computed on the
 FB1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1873.degrees latitude (g = 980.6199 gals.).
 FB1873
 FB1873.The modeled gravity was interpolated from observed gravity values.
 FB1873
 FB1873;                    North         East    Units  Estimated Accuracy
 FB1873;SPC TN       -   186,170.      789,160.      MT  (+/- 180 meters Scaled)
 FB1873
 FB1873                          SUPERSEDED SURVEY CONTROL
 FB1873
 FB1873  NGVD 29 (??/??/92)  289.774  (m)          950.70   (f) ADJ UNCH    1 1
 FB1873
 FB1873.Superseded values are not recommended for survey control.
 FB1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1873.See file dsdata.txt to determine how the superseded data were derived.
 FB1873
 FB1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV383870(NAD 83)
 FB1873_MARKER: DR = REFERENCE MARK DISK
 FB1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1873_STAMPING: CHERRY NO 2 1960
 FB1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1873+STABILITY: SURFACE MOTION
 FB1873
 FB1873  HISTORY     - Date     Condition        Report By
 FB1873  HISTORY     - 1960     MONUMENTED       CGS
 FB1873  HISTORY     - 1968     GOOD             NGS
 FB1873  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1873
 FB1873                          STATION DESCRIPTION
 FB1873
 FB1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1873'2 MI NE FROM KNOXVILLE.
 FB1873'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FB1873'IS AT THE CHERRY 1960 TRAVERSE STATION SITE, 110.36 FEET
 FB1873'SOUTHWEST OF THE STATION MARK, 101 FEET SOUTH OF THE APPROXIMATE
 FB1873'CENTER OF THE T INTERSECTION OF CHERRY STREET AND MITCHELL STREET,
 FB1873'90 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF MITCHELL
 FB1873'STREET, 64 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF CHERRY
 FB1873'STREET, 29 FEET SOUTHWEST OF A LARGE UTILITY POLE, AND 0.9 OF A
 FB1873'FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FB1873'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FB1873'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED CHERRY
 FB1873'NO 2 1960.
 FB1873
 FB1873                          STATION RECOVERY (1982)
 FB1873
 FB1873'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1874 ***********************************************************************
 FB1874  DESIGNATION -  CHERRY RM 3
 FB1874  PID         -  FB1874
 FB1874  STATE/COUNTY-  TN/KNOX
 FB1874  USGS QUAD   -  KNOXVILLE (1978)
 FB1874
 FB1874                         *CURRENT SURVEY CONTROL
 FB1874  ___________________________________________________________________
 FB1874* NAD 83(1986)-  35 59 35.     (N)    083 54 07.     (W)     SCALED    
 FB1874* NAVD 88     -       289.09   (+/-2cm)     948.5    (feet)  VERTCON   
 FB1874  ___________________________________________________________________
 FB1874  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1874
 FB1874  VERT ORDER  -  THIRD (See Below)
 FB1874
 FB1874.The horizontal coordinates were scaled from a topographic map and have
 FB1874.an estimated accuracy of +/- 6 seconds.
 FB1874
 FB1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1874.The vertical order pertains to the NGVD 29 superseded value.
 FB1874
 FB1874.The geoid height was determined by GEOID03.
 FB1874
 FB1874;                    North         East    Units  Estimated Accuracy
 FB1874;SPC TN       -   186,170.      789,160.      MT  (+/- 180 meters Scaled)
 FB1874
 FB1874                          SUPERSEDED SURVEY CONTROL
 FB1874
 FB1874  NGVD 29 (??/??/??)  289.22   (m)          948.9    (f) RESET       3  
 FB1874
 FB1874.Superseded values are not recommended for survey control.
 FB1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1874.See file dsdata.txt to determine how the superseded data were derived.
 FB1874
 FB1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV383870(NAD 83)
 FB1874_MARKER: DR = REFERENCE MARK DISK
 FB1874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1874_SP_SET: CONCRETE PLANTER
 FB1874_STAMPING: CHERRY 1960 NO 3 1968
 FB1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1874
 FB1874  HISTORY     - Date     Condition        Report By
 FB1874  HISTORY     - 1968     MONUMENTED       CGS
 FB1874  HISTORY     - 1982     GOOD             LOCENG
 FB1874  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1874
 FB1874                          STATION DESCRIPTION
 FB1874
 FB1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1874'2 MI NE FROM KNOXVILLE.
 FB1874'THIS MARK IS LOCATED AT THE CHERRY 1960 TRAVERSE STATION SITE,
 FB1874'AND THE ELEVATION FOR THIS MARK WAS TRANSFERRED FROM BENCH MARK
 FB1874'CHERRY 1960.  IT IS 79.30 FEET SOUTHEAST OF THE STATION MARK,
 FB1874'71 FEET SOUTHWEST OF THE SOUTH CORNER OF A CHEVRON SERVICE CENTER
 FB1874'BUILDING, 56 FEET NORTHWEST OF THE WEST END OF A RIGHT-OF-WAY
 FB1874'FENCE, 45 FEET NORTHEAST OF THE APPROXIMATE CENTER OF CHERRY
 FB1874'STREET, AND 7 FEET SOUTHEAST OF THE EAST CORNER OF A LARGE METAL
 FB1874'WATER METER HOUSING COVER.  IT IS A STANDARD REFERENCE MARK DISK
 FB1874'CEMENTED IN A DRILL HOLE IN THE SOUTH CORNER OF A CONCRETE PLANTER
 FB1874'AND THE DISK IS STAMPED CHERRY 1960 NO 3 1968.
 FB1874
 FB1874                          STATION RECOVERY (1982)
 FB1874
 FB1874'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1874'THE DISK HAS BEEN PAINTED BLACK ALONG WITH THE PLANTER/CURBING IN
 FB1874'WHICH IT IS SET.
 FB1874
 FB1874                          STATION RECOVERY (2001)
 FB1874
 FB1874'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2199 ***********************************************************************
 FB2199  DESIGNATION -  CHERRY RM 4
 FB2199  PID         -  FB2199
 FB2199  STATE/COUNTY-  TN/KNOX
 FB2199  USGS QUAD   -  KNOXVILLE (1978)
 FB2199
 FB2199                         *CURRENT SURVEY CONTROL
 FB2199  ___________________________________________________________________
 FB2199* NAD 83(1986)-  35 59 34.     (N)    083 54 07.     (W)     SCALED    
 FB2199* NAVD 88     -       289.47   (meters)     949.7    (feet)  RESET     
 FB2199  ___________________________________________________________________
 FB2199  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2199
 FB2199  VERT ORDER  -  THIRD
 FB2199
 FB2199.The horizontal coordinates were scaled from a topographic map and have
 FB2199.an estimated accuracy of +/- 6 seconds.
 FB2199
 FB2199.The orthometric height was computed from unverified reset data.
 FB2199.No vertical observational check was made to the station.
 FB2199
 FB2199.The geoid height was determined by GEOID03.
 FB2199
 FB2199;                    North         East    Units  Estimated Accuracy
 FB2199;SPC TN       -   186,140.      789,160.      MT  (+/- 180 meters Scaled)
 FB2199
 FB2199                          SUPERSEDED SURVEY CONTROL
 FB2199
 FB2199  NGVD 29 (10/12/01)  289.60   (m)          950.1    (f) RESET       3  
 FB2199
 FB2199.Superseded values are not recommended for survey control.
 FB2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2199.See file dsdata.txt to determine how the superseded data were derived.
 FB2199
 FB2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV383870(NAD 83)
 FB2199_MARKER: DR = REFERENCE MARK DISK
 FB2199_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB2199_SP_SET: CURB
 FB2199_STAMPING: CHERRY 1960 NO 4 1975
 FB2199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2199
 FB2199  HISTORY     - Date     Condition        Report By
 FB2199  HISTORY     - 1975     MONUMENTED       NGS
 FB2199  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB2199
 FB2199                          STATION DESCRIPTION
 FB2199
 FB2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FB2199'2.0 MI NE FROM KNOXVILLE.
 FB2199'0.1 MILE NORTHWEST OF THE INTERSECTION OF INTERSTATE HIGHWAY 40
 FB2199'AND CHERRY STREET, IN THE TOP AND SOUTH END OF THE NORTH CONCRETE
 FB2199'CURBING OF THE NORTH DRIVEWAY TO A CHEVRON SERVICE STATION,48 FEET
 FB2199'NORTHEAST OF THE CENTERLINE OF CHERRY STREET AND 22 FEET NORTHWEST
 FB2199'OF THE CENTERLINE OF THE NORTH DRIVEWAY.
 FB2199
 FB2199                          STATION RECOVERY (2001)
 FB2199
 FB2199'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1834 ***********************************************************************
 FC1834  DESIGNATION -  CHESTNUT RESET
 FC1834  PID         -  FC1834
 FC1834  STATE/COUNTY-  TN/WHITE
 FC1834  USGS QUAD   -  DE ROSSETT (1984)
 FC1834
 FC1834                         *CURRENT SURVEY CONTROL
 FC1834  ___________________________________________________________________
 FC1834* NAD 83(1995)-  35 52 36.66056(N)    085 19 22.56652(W)     ADJUSTED  
 FC1834* NAVD 88     -       607.80   (+/-2cm)    1994.1    (feet)  VERTCON   
 FC1834  ___________________________________________________________________
 FC1834  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 FC1834  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FC1834
 FC1834  HORZ ORDER  -  FIRST
 FC1834  VERT ORDER  -  THIRD ? (See Below)
 FC1834
 FC1834.The horizontal coordinates were established by classical geodetic methods
 FC1834.and adjusted by the National Geodetic Survey in April 1999..
 FC1834
 FC1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1834.The vertical order pertains to the NGVD 29 superseded value.
 FC1834
 FC1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1834
 FC1834.The geoid height was determined by GEOID03.
 FC1834
 FC1834;                    North         East     Units Scale Factor Converg.
 FC1834;SPC TN       -   171,463.161   661,137.810   MT  0.99994868   +0 23 47.0
 FC1834;SPC TN       -   562,542.05  2,169,082.96   sFT  0.99994868   +0 23 47.0
 FC1834;UTM  16      - 3,971,588.154   651,391.347   MT  0.99988242   +0 58 58.9
 FC1834
 FC1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1834!SPC TN       -   0.99990912  x   0.99994868  =   0.99985780
 FC1834!UTM  16      -   0.99990912  x   0.99988242  =   0.99979155
 FC1834
 FC1834|---------------------------------------------------------------------|
 FC1834| PID    Reference Object                     Distance      Geod. Az  |
 FC1834|                                                           dddmmss.s |
 FC1834| CG5081 CHESTNUT RM 1                        26.716 METERS 11212     |
 FC1834| CG5082 CHESTNUT RM 2                        23.150 METERS 20027     |
 FC1834| CG5080 CHESTNUT AZ MK                                     2064811.3 |
 FC1834|---------------------------------------------------------------------|
 FC1834
 FC1834                          SUPERSEDED SURVEY CONTROL
 FC1834
 FC1834  NAD 83(1995)-  35 52 36.66457(N)    085 19 22.56844(W) AD(       ) 1
 FC1834  NAD 83(1986)-  35 52 36.67203(N)    085 19 22.56777(W) AD(       ) 1
 FC1834  NAD 27      -  35 52 36.43000(N)    085 19 22.67700(W) AD(       ) 1
 FC1834  NGVD 29 (07/19/86)  607.86   (m)         1994.3    (f) LEVELING    3  
 FC1834
 FC1834.Superseded values are not recommended for survey control.
 FC1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1834.See file dsdata.txt to determine how the superseded data were derived.
 FC1834
 FC1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5139171588(NAD 83)
 FC1834_MARKER: DG = GRAVITY STATION DISK
 FC1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1834
 FC1834  HISTORY     - Date     Condition        Report By
 FC1834  HISTORY     - 1934     MONUMENTED       CGS
 FC1834  HISTORY     - 1934     GOOD             CGS
 FC1834  HISTORY     - 1935     GOOD             CGS
 FC1834  HISTORY     - 1958     GOOD             CGS
 FC1834
 FC1834                          STATION DESCRIPTION
 FC1834
 FC1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1834'STATION IS ABOUT 8-3/4 MILES ESE OF SPARTA, 2-1/4 MILES E OF
 FC1834'GREENTREE POST OFFICE, 4 MILES S BY W OF CLARKSTOWN, ON W END
 FC1834'OF RIDGE CALLED BIG CHESTNUT WHICH IS ON WESTERN EDGE OF THE
 FC1834'CUMBERLAND TABLELAND, ON BACKBONE OF RIDGE, 16.7 FEET N OF
 FC1834'10-INCH BLACK OAK, AND 19.5 FEET ENE OF TRIANGLE-BLAZED 8-INCH
 FC1834'CHESTNUT OAK. TO REACH FROM COURTHOUSE IN SPARTA, GO E
 FC1834'1 BLOCK ON STREET S OF COURTHOUSE, AT STONE HOUSE ON LEFT TURN RIGHT
 FC1834'DOWN HILL, FOLLOW MAIN ROAD THROUGH RAILROAD UNDERPASS 2.75
 FC1834'MILES TO FORK, TURN LEFT ON TO MAIN ROAD, GO 0.9 MILE TO FORK, TURN
 FC1834'LEFT, AND GO 1.75 MILES TO FORK TURN LEFT ONTO UPHILL ROAD,
 FC1834'GO 4.1 MILES TO GREENTREE POST OFFICE, KEEP STRAIGHT AHEAD
 FC1834'1.0 MILE TURN RIGHT, CROSS CREEK BRIDGE, FOLLOW MAIN ROAD UP HILL
 FC1834'1.65 MILES (OR 0.3 MILE AFTER PASSING CAMP OF ROCKY RIVER COAL
 FC1834'AND LUMBER COMPANY) TO ROAD FORK AND TRIANGULAR BLAZE, TURN LEFT,
 FC1834'GO 0.35 MILE TO TRIANGLE- BLAZED CHESTNUT ON RIGHT AND ROAD
 FC1834'FORKS (END OF TRUCK TRAVEL), TURN ON TO DIM RIGHT FORK AND FOLLOW
 FC1834'BLAZES ABOUT 1/4 MILE TO TOP OF HILL AND TRIANGLE-BLAZED OAK
 FC1834'ON LEFT, TURN LEFT AND FOLLOW BLAZES ABOUT 125 FEET TO STATION
 FC1834'SITE. SURFACE MARK IS DRILL HOLE AT INTERSECTION OF N-S AND E-W
 FC1834'GROOVES WITH LETTERS U.S.G.S. CUT IN TOP OF STONE POST, 1 FOOT
 FC1834'SQUARE AND 4 FEET LONG, WITH TOP PROJECTING 6 INCHES ABOVE GROUND.
 FC1834'UNDERGROUND MARK IS CENTER OF MOUTH OF LARGE INK JUG
 FC1834'FILLED WITH ASHES, ABOUT 3-1/2 FEET BELOW SURFACE OF GROUND.
 FC1834'
 FC1834'IN 1934 SURFACE MARK WAS RECOVERED IN GOOD CONDITION BUT UNDERGROUND
 FC1834'MARK WAS NOT LOCATED. CYLINDRICAL CONCRETE MARK WAS SET OVER
 FC1834'CENTER OF STONE POST, THUS REMARKING CENTER OF STATION. THREE
 FC1834'STANDARD REFERENCE DISKS WERE SET IN CONCRETE CYLINDERS.
 FC1834'NO.1 IS 8 FEET S OF 12-INCH CHESTNUT OAK AND 88.12 FEET ALONG
 FC1834'RIDGE FROM STATION. NO.2 IS 11 FEET
 FC1834'SW OF 14-INCH TWIN BLACK OAK AND 76.03 FEET ON DOWNWARD SLOPE FROM
 FC1834'STATION S 20 DEG 25 MIN W. AZIMUTH MARK IS AT LUMBER
 FC1834'CAMP, 7 FEET S OF CENTER LINE OF WOODS ROAD, 90 FEET S OF
 FC1834'BARN, AND ABOUT 0.5 MILE FROM STATION S 26 DEG 48 MIN W.
 FC1834
 FC1834                          STATION RECOVERY (1935)
 FC1834
 FC1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1834'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 FC1834'CONDITON. THE STATION IS 2-1/4 MILES E OF GREENTREE POST
 FC1834'OFFICE, 4 MILES S BY W OF CLARKSTOWN, ON THE W END OF A RIDGE CALLED
 FC1834'LOCALLY BIG CHESTNUT. IT IS ON THE WESTERN EDGE OF THE
 FC1834'CUMBERLAND TABLELAND.
 FC1834'
 FC1834'THE STATION MARK IS ON THE BACKBONE OF THE RIDGE, 16.7 FEET N OF A
 FC1834'10-INCH BLACK OAK TREE, 19.5 FEET ENE OF AN 8-INCH CHESTNUT
 FC1834'OAK TREE, BOTH WITH TRIANGULAR BLAZES ON THEM.
 FC1834'
 FC1834'REFERENCE MARK NO.1 IS 8 FEET S OF A 12-INCH CHESTNUT OAK TREE, AND
 FC1834'87.65 FEET (INSTEAD OF 88.12 FEET) S 67 DEG 49 MIN E.
 FC1834'FROM THE STATION.
 FC1834'
 FC1834'REFERENCE MARK NO.2 IS 11 FEET SW OF A 14-INCH TWIN BLACK OAK TREE,
 FC1834'AND 75.95 FEET (INSTEAD OF 76.03 FEET) ON DOWN HILL SLOPE
 FC1834'FROM THE STATION, S 20 DEG 25 MIN W.
 FC1834'
 FC1834'AZIMUTH MARK IS NEAR LUMBER CAMP ON ROAD TO THE STATION, 7 FEET S OF
 FC1834'CENTER LINE OF WOODS ROAD LEADING UPHILL TO SW FROM THE SAID
 FC1834'CAMP, ABOUT 120 YARDS SSW OF CAMP BUILDINGS, 24 YARDS SW OF A DOUBLE
 FC1834'22-INCH POPLAR TREE, PROJECTS ABOUT 10 INCHES ABOVE THE
 FC1834'SURFACE, ABOUT 0.5 MILE, S 26 DEG 48 MIN W. FROM THE
 FC1834'STATION.
 FC1834'
 FC1834'TO REACH THE STATION FROM THE COURT HOUSE IN SPARTA, TENNESSEE, GO E
 FC1834'ON THE STREET ON THE S SIDE OF THE COURTHOUSE FOR 1 BLOCK TO
 FC1834'STONE HOUSE ON LEFT. TURN RIGHT DOWN HILL AND FOLLOW MAIN ROAD
 FC1834'THROUGH UNDERPASS FOR 2.75 MILES TO FORKS. TURN LEFT FOR 0.8
 FC1834'MILE TO FORKS. TURN LEFT FOR 1.75 MILES TO FORKS. TURN LEFT ON UPHILL
 FC1834'ROAD FOR 3.9 MILES TO GREENTREE POST OFFICE. KEEP STRAIGHT
 FC1834'AHEAD HERE FOR 1.0 MILE AND TURN RIGHT ACROSS CREEK BRIDGE. FOLLOW
 FC1834'MAIN ROUGH ROAD UP MOUNTAIN FOR 1.3 MILES (AZIMUTH ABOUT 120
 FC1834'YARDS TO RIGHT HERE), TO LUMBER CAMP BUILDINGS ON RIGHT.
 FC1834'CONTINUE FOR 0.2 MILE TO FORKS. TURN LEFT UP HILL FOR 0.2 MILE TO DIM
 FC1834'ROAD TO RIGHT UP HILL. TURN RIGHT FOR ABOUT 0.1 MILE TO FOOT
 FC1834'OF STEEP ASCENT AND END OF TRUCK TRAVEL. CONTINUE ON DIM ROAD FOR
 FC1834'ABOUT 250 FEET UP HILL TO STATION.
 FC1834'
 FC1834'NOTE-THE AZIMUTH MARK IS VISIBLE FROM THE GROUND WITH CONSIDERABLE
 FC1834'CLEARING.
 FC1834'
 FC1834'NOTE- A 74-FOOT TOWER WAS USED AND WILL CLEAR ALL LINES.
 FC1834
 FC1834                          STATION RECOVERY (1958)
 FC1834
 FC1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FC1834'THE STATION WAS RECOVERED AS DESCRIBED IN 1935. THE AZIMUTH MARK WAS
 FC1834'NOT RECOVERED. NO TRACE OF THE OLD LUMBER CAMP COULD BE
 FC1834'FOUND. THE GREENTREE POST OFFICE MENTIONED IN THE DIRECTIONS TO REACH
 FC1834'THE STATION IS GONE. A NEW DESCRIPTION FOLLOWS-
 FC1834'
 FC1834'THE STATION IS LOCATED ON A WOODED MOUNTAIN KNOWN AS BIG CHESTNUT
 FC1834'ABOUT 9 MILES SOUTHEAST OF SPARTA. IT IS ABOUT 20 FEET EAST,
 FC1834'NORTHEAST OF A CHESTNUT OAK TREE WITH A WHITE PAINTED BLAZE ON THE
 FC1834'EAST SIDE. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 FC1834'IS STAMPED CHESTNUT 1934.
 FC1834'
 FC1834'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 FC1834'SQUARE IN SPARTA, GO EAST ONE BLOCK TO A PAVED ROAD RIGHT.
 FC1834'TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 2.75 MILES TO A FORK. TAKE
 FC1834'LEFT FORK AND GO 0.8 MILE TO A FORK. TAKE LEFT FORK 1.8
 FC1834'MILES TO A FORK. TURN LEFT AND GO 2.0 MILES TO A T INTERSECTION. TURN
 FC1834'RIGHT ON GRAVELED ROAD AND GO ABOUT 3 MILES TO A BRIDGE. TURN
 FC1834'RIGHT ACROSS BRIDGE AND GO ABOUT 0.3 MILE TO END OF TRUCK TRAVEL JUST
 FC1834'AFTER PASSING FARM HOUSE. FROM HERE PACK UP ROUGH LOGGING ROAD
 FC1834'FOR ABOUT 1 MILE TO A FORK JUST AFTER PASSING LARGE AREA
 FC1834'OF BEDROCK ON LEFT. TAKE LEFT FORK FOR ABOUT 0.2 MILE TO A FORK. TAKE
 FC1834'LEFT FORK UPHILL FOR ABOUT 0.2 MILE TO POINT WHERE ROAD
 FC1834'STARTS DOWNHILL. BEAR RIGHT FOLLOWING TOP OF RIDGE TO SUMMIT AND
 FC1834'STATION.
 FC1834'
 FC1834'REFERENCE MARK 1 IS 8 FEET SOUTH OF A CHESTNUT OAK TREE AND 87.65
 FC1834'FEET FROM THE STATION S 67 DEG 48 MIN E.
 FC1834'(1935 DISTANCE AND AZIMUTH). THE MARK PROJECTS ABOUT 4 INCHES AND THE
 FC1834'DISK IS STAMPED CHESTNUT NO 1 1934.
 FC1834'
 FC1834'REFERENCE MARK 2 IS 11 FEET SOUTHWEST OF A TWIN BLACK OAK TREE AND
 FC1834'75.95 FEET FROM THE STATIONS 20 DEG 27 MIN W.
 FC1834'(1935 DISTANCE AND AZIMUTH). THE MARK PROJECTS ABOUT 4 INCHES
 FC1834'AND THE DISK IS STAMPED CHESTNUT NO 2 1934.
 FC1834'
 FC1834'THE AZIMUTH MARK COULD PROBABLY BE RECOVERED IF A MORE THOROUGH
 FC1834'SEARCH WERE MADE. A LARGE AMOUNT OF CLEARING WOULD BE
 FC1834'REQUIRED TO SEE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1289 ***********************************************************************
 FE1289  DESIGNATION -  CHICK
 FE1289  PID         -  FE1289
 FE1289  STATE/COUNTY-  TN/FAYETTE
 FE1289  USGS QUAD   -  GALLAWAY (1981)
 FE1289
 FE1289                         *CURRENT SURVEY CONTROL
 FE1289  ___________________________________________________________________
 FE1289* NAD 83(1995)-  35 17 31.88159(N)    089 36 42.21661(W)     ADJUSTED  
 FE1289* NAVD 88     -        86.936  (meters)     285.22   (feet)  ADJUSTED  
 FE1289  ___________________________________________________________________
 FE1289  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE1289  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1289  DYNAMIC HT  -          86.858 (meters)     284.97  (feet)  COMP
 FE1289  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FE1289
 FE1289  HORZ ORDER  -  THIRD
 FE1289  VERT ORDER  -  SECOND    CLASS 0
 FE1289
 FE1289.The horizontal coordinates were established by classical geodetic methods
 FE1289.and adjusted by the National Geodetic Survey in April 1999..
 FE1289
 FE1289.The orthometric height was determined by differential leveling
 FE1289.and adjusted by the National Geodetic Survey in June 1991..
 FE1289
 FE1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1289
 FE1289.The geoid height was determined by GEOID03.
 FE1289
 FE1289.The dynamic height is computed by dividing the NAVD 88
 FE1289.geopotential number by the normal gravity value computed on the
 FE1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1289.degrees latitude (g = 980.6199 gals.).
 FE1289
 FE1289.The modeled gravity was interpolated from observed gravity values.
 FE1289
 FE1289;                    North         East     Units Scale Factor Converg.
 FE1289;SPC TN       -   112,446.593   271,545.312   MT  0.99999282   -2 06 52.0
 FE1289;SPC TN       -   368,918.53    890,894.91   sFT  0.99999282   -2 06 52.0
 FE1289;UTM  16      - 3,908,575.176   262,498.322   MT  1.00029520   -1 30 34.6
 FE1289
 FE1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1289!SPC TN       -   0.99999066  x   0.99999282  =   0.99998348
 FE1289!UTM  16      -   0.99999066  x   1.00029520  =   1.00028585
 FE1289
 FE1289|---------------------------------------------------------------------|
 FE1289| PID    Reference Object                     Distance      Geod. Az  |
 FE1289|                                                           dddmmss.s |
 FE1289| FE1290 CHICK RM 1                           39.868 METERS 02611     |
 FE1289| FE1286 CHICK AZ MK                         145.523 METERS 10255     |
 FE1289| FE1287 CHICK AZ MK RESET                                  1681412.9 |
 FE1289| FE2529 ARLINGTON MUNICIPAL TANK            APPROX. 4.3 KM 2635718.1 |
 FE1289| FE1285 CHICK RM 2                           23.695 METERS 30027     |
 FE1289|---------------------------------------------------------------------|
 FE1289
 FE1289                          SUPERSEDED SURVEY CONTROL
 FE1289
 FE1289  NAD 83(1995)-  35 17 31.88725(N)    089 36 42.21676(W) AD(       ) 3
 FE1289  NAD 83(1995)-  35 17 31.88742(N)    089 36 42.21690(W) AD(       ) 3
 FE1289  NAD 83(1986)-  35 17 31.89321(N)    089 36 42.21728(W) AD(       ) 3
 FE1289  NAD 27      -  35 17 31.58310(N)    089 36 41.93400(W) AD(       ) 3
 FE1289  NGVD 29 (??/??/??)   86.925  (m)          285.19   (f) ADJUSTED    2 0
 FE1289
 FE1289.Superseded values are not recommended for survey control.
 FE1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1289.See file dsdata.txt to determine how the superseded data were derived.
 FE1289
 FE1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6249808575(NAD 83)
 FE1289_MARKER: DS = TRIANGULATION STATION DISK
 FE1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1289_STAMPING: CHICK 1958
 FE1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1289+STABILITY: SURFACE MOTION
 FE1289
 FE1289  HISTORY     - Date     Condition        Report By
 FE1289  HISTORY     - 1958     MONUMENTED       CGS
 FE1289  HISTORY     - 1958     GOOD             CGS
 FE1289  HISTORY     - 1961     GOOD             TNHD
 FE1289  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1289
 FE1289                          STATION DESCRIPTION
 FE1289
 FE1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1289'THE STATION IS LOCATED 3 MILES AIRLINE EAST OF ARLINGTON AND 2-1/2 MI
 FE1289'AIRLINE SOUTH OF GALLAWAY ON THE PROPERTY OF MR.  C.R. AND W.S.
 FE1289'WILSON. IT IS 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 FE1289'19 FEET SOUTHEAST OF A TILE WELL AND 9 FEET SOUTHWEST OF THE
 FE1289'SOUTHEAST CORNER OF A SMALL CHICKEN PEN. THE MARK IS SET FLUSH WITH
 FE1289'THE SURFACE OF THE GROUND AND IS STAMPED CHICK 1958.
 FE1289'
 FE1289'REFERENCE MARK NO. 1 IS 85 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FE1289'A HOUSE, 56 FEET SOUTH OF THE CENTER OF AN OILED ROAD AND 2 FEET
 FE1289'SOUTH OF A POWER LINE POLE. THE MARK IS SET FLUSH WITH THE SURFACE OF
 FE1289'THE GROUND AND IS STAMPED CHICK NO 1 1958.
 FE1289'
 FE1289'REFERENCE MARK NO. 2 IS 28 FEET NORTH OF THE NORTHWEST CORNER OF A
 FE1289'GARDEN FENCE AND 17 FEET WEST OF THE SOUTHWEST CORNER OF A
 FE1289'HOUSE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE1289'STAMPED CHICK NO 2 1958.
 FE1289'
 FE1289'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTER OF AN OILED ROAD,
 FE1289'4 FEET SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET SOUTHWEST OF
 FE1289'A FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE1289'STAMPED CHICK 1958.
 FE1289'
 FE1289'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON GO EASTERLY ON
 FE1289'FOREST STREET FOR 2.3 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT
 FE1289'AHEAD ON THE OILED ROAD AND GO 0.5 MILE TO A DRIVEWAY ON THE RIGHT.*
 FE1289'TURN RIGHT, SOUTH PASSING ON THE EAST SIDE OF MR. WILSONS HOUSE AND
 FE1289'GO 0.05 MILE TO THE STATION AS DESCRIBED.
 FE1289'
 FE1289'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED IN THE ABOVE
 FE1289'DESCRIPTION CONTINUE STRAIGHT AHEAD ON THE OILED ROAD AND GO 0.1
 FE1289'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE1289'
 FE1289'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1289
 FE1289                          STATION RECOVERY (1958)
 FE1289
 FE1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1289'2.4 MI S FROM GALLAWAY.
 FE1289'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1289'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG PAVED
 FE1289'ROAD, 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 FE1289'19 FEET SOUTHEAST OF A TILE WELL, 9 FEET SOUTHWEST OF THE
 FE1289'SOUTHEAST CORNER OF A SMALL CHICKEN PEN, A C AND GS TRIANGULATION
 FE1289'STATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE1289'GROUND.
 FE1289
 FE1289                          STATION RECOVERY (1961)
 FE1289
 FE1289'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE1289'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE1289'EXCELLENT CONDITION. THE ORIGINAL TO REACH FOR THE STATION, AND
 FE1289'DESCRIPTION OF THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK
 FE1289'NO. 2 IS COMPLETELY ADEQUATE.  THE HORIZONTAL DISTANCES WERE
 FE1289'MEASURED BETWEEN THE REFERENCE MARKS AND THE STATION AND WERE FOUND
 FE1289'TO CHECK THE 1958 MEASUREMENTS. THE ORIGINAL AZIMUTH MARK
 FE1289'CHICK 1958 WAS RECOVERED AND FOUND IN EXCELLENT CONDITION, BUT DUE TO
 FE1289'A WIDENED RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, THE MARK WOULD BE
 FE1289'DESTROYED BY CONSTRUCTION.
 FE1289'
 FE1289'A NEW AZIMUTH MARK CHICK 1958 RESET 1961, WAS ESTABLISHED BY THE
 FE1289'TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE. SEE DESCRIPTION
 FE1289'FOR THE NEW AZIMUTH MARK BELOW.
 FE1289'
 FE1289'THE NEW AZIMUTH MARK CHICK 1958 RESET 1961, COULD NOT BE ESTABLISHED
 FE1289'ON A LINE THROUGH THE STATION AND THE OLD AZIMUTH MARK. THEREFORE,
 FE1289'THE VERTICES OF THE TRIANGLE CHICK 1958, CHICK AZIMUTH MARK 1958, AND
 FE1289'CHICK AZIMUTH MARK RESET 1961 WERE OCCUPIED.
 FE1289'
 FE1289'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, AND VERTICAL CONTROL
 FE1289'TRANSFERRED TO THE NEW MARK, THE OLD AZIMUTH MARK CHICK 1958 WAS
 FE1289'DESTROYED, AND THE DISK REMOVED FOR SUBMISSION TO THE COAST AND
 FE1289'GEODETIC SURVEY OFFICE.
 FE1289'
 FE1289'FOLLOWING IS A NEW DESCRIPTION FOR THE AZIMUTH MARK-
 FE1289'
 FE1289'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHICK 1958 RESET 1961,
 FE1289'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT IS
 FE1289'58 FEET EAST OF THE SOUTHEAST CORNER OF A BLOCK PUMP HOUSE, 16 FEET
 FE1289'WEST OF THE CENTER OF A GRADED ROAD, 3 FEET SOUTH OF A T -FENCE
 FE1289'CORNER POST, AND IN THE NORTHWEST CORNER OF A GARDEN PLOT.
 FE1289'
 FE1289'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON AN OILED ROAD
 FE1289'FOR 0.05 MILE TO A T-ROAD ON THE RIGHT, TURN RIGHT, SOUTH, AND GO
 FE1289'0.25 MILE ON A GRADED ROAD TO A WINDMILL ON THE LEFT AND THE MARK IN
 FE1289'THE NORTHEAST CORNER OF A GARDEN PLOT AS DESCRIBED.
 FE1289
 FE1289                          STATION RECOVERY (2002)
 FE1289
 FE1289'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1289'ALL REFERENCES GONE. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2273 ***********************************************************************
 FE2273  DESIGNATION -  CHICK
 FE2273  PID         -  FE2273
 FE2273  STATE/COUNTY-  TN/HARDEMAN
 FE2273  USGS QUAD   -  MIDDLETON (1980)
 FE2273
 FE2273                         *CURRENT SURVEY CONTROL
 FE2273  ___________________________________________________________________
 FE2273* NAD 83(1995)-  35 01 07.47176(N)    088 55 24.09986(W)     ADJUSTED  
 FE2273* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 FE2273  ___________________________________________________________________
 FE2273  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FE2273  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2273
 FE2273  HORZ ORDER  -  SECOND
 FE2273
 FE2273.The horizontal coordinates were established by classical geodetic methods
 FE2273.and adjusted by the National Geodetic Survey in April 1999..
 FE2273
 FE2273.The orthometric height was scaled from a topographic map.
 FE2273
 FE2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2273
 FE2273.The geoid height was determined by GEOID03.
 FE2273
 FE2273;                    North         East     Units Scale Factor Converg.
 FE2273;SPC TN       -    80,032.234   333,219.224   MT  1.00004886   -1 42 41.2
 FE2273;SPC TN       -   262,572.42  1,093,236.74   sFT  1.00004886   -1 42 41.2
 FE2273;SPC MS E     -   611,955.999   291,783.817   MT  0.99995083   -0 03 06.0
 FE2273;SPC MS E     - 2,007,725.64    957,294.07   sFT  0.99995083   -0 03 06.0
 FE2273;UTM  16      - 3,876,812.056   324,518.801   MT  0.99997953   -1 06 14.4
 FE2273
 FE2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2273!SPC TN       -   0.99997375  x   1.00004886  =   1.00002261
 FE2273!SPC MS E     -   0.99997375  x   0.99995083  =   0.99992458
 FE2273!UTM  16      -   0.99997375  x   0.99997953  =   0.99995328
 FE2273
 FE2273|---------------------------------------------------------------------|
 FE2273| PID    Reference Object                     Distance      Geod. Az  |
 FE2273|                                                           dddmmss.s |
 FE2273| CG3766 CHICK RM 1                            7.468 METERS 18011     |
 FE2273| CG3765 CHICK AZ MK                                        1952101.4 |
 FE2273| CG3767 CHICK RM 2                            6.166 METERS 32206     |
 FE2273| FE2274 MIDDLETON FIRE TOWER                  2.150 METERS 32528     |
 FE2273|---------------------------------------------------------------------|
 FE2273
 FE2273                          SUPERSEDED SURVEY CONTROL
 FE2273
 FE2273  NAD 83(1995)-  35 01 07.47176(N)    088 55 24.09986(W) AD(       ) 2
 FE2273  NAD 83(1995)-  35 01 07.48258(N)    088 55 24.09815(W) AD(       ) 2
 FE2273  NAD 83(1995)-  35 01 07.48332(N)    088 55 24.09909(W) AD(       ) 2
 FE2273  NAD 83(1986)-  35 01 07.48391(N)    088 55 24.09829(W) AD(       ) 2
 FE2273  NAD 27      -  35 01 07.16150(N)    088 55 23.88479(W) AD(       ) 2
 FE2273
 FE2273.Superseded values are not recommended for survey control.
 FE2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2273.See file dsdata.txt to determine how the superseded data were derived.
 FE2273
 FE2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2451976812(NAD 83)
 FE2273_MARKER: DS = TRIANGULATION STATION DISK
 FE2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2273_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2273
 FE2273  HISTORY     - Date     Condition        Report By
 FE2273  HISTORY     - 1967     MONUMENTED       CGS
 FE2273
 FE2273                          STATION DESCRIPTION
 FE2273
 FE2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 FE2273'STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF WALNUT,
 FE2273'MISSISSIPPI, 4 MILES SOUTHWEST OF MIDDLETON AND ON HIGH RIDGE
 FE2273'UNDER THE MIDDLETON FIRE TOWER.
 FE2273'
 FE2273'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 57
 FE2273'IN MIDDLETON, GO WEST ON STATE HIGHWAY 57 FOR 1.9 MILES TO
 FE2273'CROSSROAD (NUBBIN RIDGE ROAD) AND SIGN ON LEFT FIRE TOWER, TURN LEFT
 FE2273'AND GO SOUTH ON A SURFACED ROAD 1.4 MILES TO MIDDLETON FIRE TOWER
 FE2273'AND STATION ON RIGHT AS DESCRIBED.
 FE2273'
 FE2273'STATION MARK, STAMPED CHICK 1967, IS SET IN TOP OF A CONCRETE
 FE2273'CYLINDER WHICH IS SET FLUSH WITH THE GROUND.  IT IS 35 FEET
 FE2273'WEST OF CENTER OF ROAD, 16 FEET SOUTHWEST OF THE NORTHEAST LEG OF
 FE2273'FIRE TOWER AND 6.5 FEET NORTHWEST OF THE SOUTHEAST LEG OF FIRE
 FE2273'TOWER.
 FE2273'
 FE2273'R.M. 1, STAMPED CHICK NO 1 1967, IS SET IN TOP OF A CONCRETE CYLINDER
 FE2273'WHICH IS SET FLUSH WITH GROUND.  IT IS 27 FEET WEST OF THE CENTER
 FE2273'OF ROAD, 25 FEET SOUTHEAST OF THE SOUTHWEST LEG OF FIRE TOWER AND
 FE2273'21.8 FEET SOUTH OF THE SOUTHEAST LEG OF THE FIRE TOWER.
 FE2273'
 FE2273'R. M. 2, STAMPED CHICK NO 2 1967, IS CEMENTED IN A DRILL HOLE IN TOP
 FE2273'OF CONCRETE FOUNDATION OF NORTHWEST LEG OF THE FIRE TOWER.
 FE2273'
 FE2273'AZIMUTH MARK, STAMPED CHICK 1967, IS SET IN TOP OF A CONCRETE
 FE2273'CYLINDER WHICH IS SET FLUSH.  IT IS 29 FEET EAST OF THE CENTER
 FE2273'OF DIRT ROAD, 17 FEET SOUTH OF THE SOUTH EDGE OF A DIRT PIT, 7 FEET
 FE2273'EAST OF AN 8 INCH TRIANGLE BLAZED OAK TREE AND 2.7 FEET NORTHEAST
 FE2273'OF A METAL WITNESS POST.
 FE2273'
 FE2273'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROAD 0.05
 FE2273'MILE TO FORK, KEEP LEFT STRAIGHT AHEAD AND GO 0.15 MILE TO MARK
 FE2273'ON LEFT AS DESCRIBED.
 FE2273'
 FE2273'HEIGHT OF LIGHT ABOVE STATION MARK 3.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1286 ***********************************************************************
 FE1286  DESIGNATION -  CHICK AZ MK
 FE1286  PID         -  FE1286
 FE1286  STATE/COUNTY-  TN/FAYETTE
 FE1286  USGS QUAD   -  GALLAWAY (1981)
 FE1286
 FE1286                         *CURRENT SURVEY CONTROL
 FE1286  ___________________________________________________________________
 FE1286* NAD 83(1995)-  35 17 30.82537(N)    089 36 36.60324(W)     ADJUSTED  
 FE1286* NAVD 88     -        86.760  (meters)     284.65   (feet)  ADJUSTED  
 FE1286  ___________________________________________________________________
 FE1286  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE1286  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1286  DYNAMIC HT  -          86.682 (meters)     284.39  (feet)  COMP
 FE1286  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 FE1286
 FE1286  HORZ ORDER  -  SECOND
 FE1286  VERT ORDER  -  SECOND    CLASS 0
 FE1286
 FE1286.The horizontal coordinates were established by classical geodetic methods
 FE1286.and adjusted by the National Geodetic Survey in April 1999..
 FE1286
 FE1286.The orthometric height was determined by differential leveling
 FE1286.and adjusted by the National Geodetic Survey in June 1991..
 FE1286
 FE1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1286
 FE1286.The geoid height was determined by GEOID03.
 FE1286
 FE1286.The dynamic height is computed by dividing the NAVD 88
 FE1286.geopotential number by the normal gravity value computed on the
 FE1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1286.degrees latitude (g = 980.6199 gals.).
 FE1286
 FE1286.The modeled gravity was interpolated from observed gravity values.
 FE1286
 FE1286;                    North         East     Units Scale Factor Converg.
 FE1286;SPC TN       -   112,408.833   271,685.849   MT  0.99999287   -2 06 48.7
 FE1286;SPC TN       -   368,794.65    891,355.99   sFT  0.99999287   -2 06 48.7
 FE1286;UTM  16      - 3,908,538.890   262,639.292   MT  1.00029438   -1 30 31.4
 FE1286
 FE1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1286!SPC TN       -   0.99999069  x   0.99999287  =   0.99998356
 FE1286!UTM  16      -   0.99999069  x   1.00029438  =   1.00028506
 FE1286
 FE1286:                Primary Azimuth Mark                     Grid Az
 FE1286:SPC TN       -  CHICK AZ MK RESET                        189 44 13.9
 FE1286:UTM  16      -  CHICK AZ MK RESET                        189 07 56.6
 FE1286
 FE1286|---------------------------------------------------------------------|
 FE1286| PID    Reference Object                     Distance      Geod. Az  |
 FE1286|                                                           dddmmss.s |
 FE1286| FE1287 CHICK AZ MK RESET                                  1873725.2 |
 FE1286| FE1289 CHICK                               145.523 METERS 28256     |
 FE1286|---------------------------------------------------------------------|
 FE1286
 FE1286                          SUPERSEDED SURVEY CONTROL
 FE1286
 FE1286  NAD 83(1995)-  35 17 30.83103(N)    089 36 36.60339(W) AD(       ) 2
 FE1286  NAD 83(1995)-  35 17 30.83119(N)    089 36 36.60353(W) AD(       ) 2
 FE1286  NAD 83(1986)-  35 17 30.83700(N)    089 36 36.60393(W) AD(       ) 2
 FE1286  NAD 27      -  35 17 30.52690(N)    089 36 36.32000(W) AD(       ) 2
 FE1286  NGVD 29 (??/??/??)   86.748  (m)          284.61   (f) ADJUSTED    2 0
 FE1286
 FE1286.Superseded values are not recommended for survey control.
 FE1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1286.See file dsdata.txt to determine how the superseded data were derived.
 FE1286
 FE1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6263908539(NAD 83)
 FE1286_MARKER: DZ = AZIMUTH MARK DISK
 FE1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1286_STAMPING: CHICK 1958
 FE1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1286+STABILITY: SURFACE MOTION
 FE1286
 FE1286  HISTORY     - Date     Condition        Report By
 FE1286  HISTORY     - 1958     MONUMENTED       CGS
 FE1286  HISTORY     - 1958     GOOD             CGS
 FE1286
 FE1286                          STATION DESCRIPTION
 FE1286
 FE1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1286'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON GO EASTERLY ON
 FE1286'FOREST STREET FOR 2.3 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT
 FE1286'AHEAD ON THE OILED ROAD AND GO 0.5 MILE TO A DRIVEWAY ON THE RIGHT,
 FE1286'CONTINUE STRAIGHT AHEAD ON THE OILED ROAD AND GO 0.1
 FE1286'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE1286'
 FE1286'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTER OF AN OILED ROAD,
 FE1286'4 FEET SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET SOUTHWEST OF
 FE1286'A FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE1286'STAMPED CHICK 1958.
 FE1286
 FE1286                          STATION RECOVERY (1958)
 FE1286
 FE1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1286'2.5 MI SSE FROM GALLAWAY.
 FE1286'1.9 MILES SOUTH ON A PAVED ROAD, THENCE 0.6 MILE SOUTHEAST ON
 FE1286'A PAVED ROAD, 204 FT. SOUTHEAST OF THE CENTER OF A DIRT ROAD,
 FE1286'60 FT. NORTHEAST OF A TELEPHONE POLE, 30 FT. SOUTHWEST OF THE
 FE1286'CENTER OF A PAVED ROAD, 2 FT. SOUTHWEST OF A WITNESS POST, A
 FE1286'C AND GS AZIMUTH DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH
 FE1286'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1287 ***********************************************************************
 FE1287  DESIGNATION -  CHICK AZ MK RESET
 FE1287  PID         -  FE1287
 FE1287  STATE/COUNTY-  TN/FAYETTE
 FE1287  USGS QUAD   -  GALLAWAY (1981)
 FE1287
 FE1287                         *CURRENT SURVEY CONTROL
 FE1287  ___________________________________________________________________
 FE1287* NAD 83(1986)-  35 17 31.     (N)    089 36 41.     (W)     SCALED    
 FE1287* NAVD 88     -        92.99   (+/-2cm)     305.1    (feet)  VERTCON   
 FE1287  ___________________________________________________________________
 FE1287  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1287
 FE1287  VERT ORDER  -  THIRD (See Below)
 FE1287
 FE1287.The horizontal coordinates were scaled from a topographic map and have
 FE1287.an estimated accuracy of +/- 6 seconds.
 FE1287
 FE1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1287.The vertical order pertains to the NGVD 29 superseded value.
 FE1287
 FE1287.The geoid height was determined by GEOID03.
 FE1287
 FE1287;                    North         East    Units  Estimated Accuracy
 FE1287;SPC TN       -   112,420.      271,580.      MT  (+/- 180 meters Scaled)
 FE1287
 FE1287                          SUPERSEDED SURVEY CONTROL
 FE1287
 FE1287  NGVD 29 (??/??/??)   92.98   (m)          305.1    (f) RESET       3  
 FE1287
 FE1287.Superseded values are not recommended for survey control.
 FE1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1287.See file dsdata.txt to determine how the superseded data were derived.
 FE1287
 FE1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE625085(NAD 83)
 FE1287_MARKER: DZ = AZIMUTH MARK DISK
 FE1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1287_STAMPING: CHICK 1958 RESET 1961
 FE1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1287+STABILITY: SURFACE MOTION
 FE1287
 FE1287  HISTORY     - Date     Condition        Report By
 FE1287  HISTORY     - 1961     MONUMENTED       TNHD
 FE1287
 FE1287                          STATION DESCRIPTION
 FE1287
 FE1287'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1287'1.9 MI S FROM GALLAWAY.
 FE1287'THIS MARK IS LOCATED 1.9 MILES SOUTH ON A PAVED ROAD FROM THE
 FE1287'L. AND N. RR CROSSING AT GALLOWAY, THENCE 0.6 MILE SOUTHEAST
 FE1287'ON A PAVED ROAD, 58 FEET EAST OF THE SOUTHEAST CORNER OF A
 FE1287'BLOCK PUMP HOUSE, 16 FEET WEST OF THE CENTER OF A GRADED ROAD,
 FE1287'3 FEET SOUTH OF A T FENCE CORNER POST, AND IN THE NORTHWEST
 FE1287'CORNER OF A GARDEN PLOT.  THE DISK IS SET IN TOP OF A CONCRETE
 FE1287'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1290 ***********************************************************************
 FE1290  DESIGNATION -  CHICK RM 1
 FE1290  PID         -  FE1290
 FE1290  STATE/COUNTY-  TN/FAYETTE
 FE1290  USGS QUAD   -  GALLAWAY (1981)
 FE1290
 FE1290                         *CURRENT SURVEY CONTROL
 FE1290  ___________________________________________________________________
 FE1290* NAD 83(1986)-  35 17 31.     (N)    089 36 43.     (W)     SCALED    
 FE1290* NAVD 88     -        86.755  (meters)     284.63   (feet)  ADJUSTED  
 FE1290  ___________________________________________________________________
 FE1290  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1290  DYNAMIC HT  -          86.677 (meters)     284.37  (feet)  COMP
 FE1290  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FE1290
 FE1290  VERT ORDER  -  SECOND    CLASS 0
 FE1290
 FE1290.The horizontal coordinates were scaled from a topographic map and have
 FE1290.an estimated accuracy of +/- 6 seconds.
 FE1290
 FE1290.The orthometric height was determined by differential leveling
 FE1290.and adjusted by the National Geodetic Survey in June 1991..
 FE1290
 FE1290.The geoid height was determined by GEOID03.
 FE1290
 FE1290.The dynamic height is computed by dividing the NAVD 88
 FE1290.geopotential number by the normal gravity value computed on the
 FE1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1290.degrees latitude (g = 980.6199 gals.).
 FE1290
 FE1290.The modeled gravity was interpolated from observed gravity values.
 FE1290
 FE1290;                    North         East    Units  Estimated Accuracy
 FE1290;SPC TN       -   112,420.      271,530.      MT  (+/- 180 meters Scaled)
 FE1290
 FE1290                          SUPERSEDED SURVEY CONTROL
 FE1290
 FE1290  NGVD 29 (??/??/??)   86.743  (m)          284.59   (f) ADJUSTED    2 0
 FE1290
 FE1290.Superseded values are not recommended for survey control.
 FE1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1290.See file dsdata.txt to determine how the superseded data were derived.
 FE1290
 FE1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE624085(NAD 83)
 FE1290_MARKER: DR = REFERENCE MARK DISK
 FE1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1290_STAMPING: CHICK NO 1 1958
 FE1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1290+STABILITY: SURFACE MOTION
 FE1290
 FE1290  HISTORY     - Date     Condition        Report By
 FE1290  HISTORY     - 1958     MONUMENTED       CGS
 FE1290  HISTORY     - 1958     GOOD             CGS
 FE1290  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1290
 FE1290                          STATION DESCRIPTION
 FE1290
 FE1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1290'2.4 MI S FROM GALLAWAY.
 FE1290'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1290'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG PAVED
 FE1290'ROAD, 85 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 FE1290'56 FEET SOUTH OF THE CENTER OF A OILED ROAD, 2 FEET SOUTH OF A
 FE1290'POWERLINE POLE, A C AND GS TRIANGULATION REFERENCE MARK DISK
 FE1290'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1290
 FE1290                          STATION RECOVERY (2002)
 FE1290
 FE1290'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1290'ALL REFERENCES GONE. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1285 ***********************************************************************
 FE1285  DESIGNATION -  CHICK RM 2
 FE1285  PID         -  FE1285
 FE1285  STATE/COUNTY-  TN/FAYETTE
 FE1285  USGS QUAD   -  GALLAWAY (1981)
 FE1285
 FE1285                         *CURRENT SURVEY CONTROL
 FE1285  ___________________________________________________________________
 FE1285* NAD 83(1986)-  35 17 32.     (N)    089 36 43.     (W)     SCALED    
 FE1285* NAVD 88     -        86.614  (meters)     284.17   (feet)  ADJUSTED  
 FE1285  ___________________________________________________________________
 FE1285  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1285  DYNAMIC HT  -          86.537 (meters)     283.91  (feet)  COMP
 FE1285  MODELED GRAV-     979,736.6   (mgal)                       NAVD 88
 FE1285
 FE1285  VERT ORDER  -  SECOND    CLASS 0
 FE1285
 FE1285.The horizontal coordinates were scaled from a topographic map and have
 FE1285.an estimated accuracy of +/- 6 seconds.
 FE1285
 FE1285.The orthometric height was determined by differential leveling
 FE1285.and adjusted by the National Geodetic Survey in June 1991..
 FE1285
 FE1285.The geoid height was determined by GEOID03.
 FE1285
 FE1285.The dynamic height is computed by dividing the NAVD 88
 FE1285.geopotential number by the normal gravity value computed on the
 FE1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1285.degrees latitude (g = 980.6199 gals.).
 FE1285
 FE1285.The modeled gravity was interpolated from observed gravity values.
 FE1285
 FE1285;                    North         East    Units  Estimated Accuracy
 FE1285;SPC TN       -   112,450.      271,530.      MT  (+/- 180 meters Scaled)
 FE1285
 FE1285                          SUPERSEDED SURVEY CONTROL
 FE1285
 FE1285  NGVD 29 (??/??/??)   86.603  (m)          284.13   (f) ADJUSTED    2 0
 FE1285
 FE1285.Superseded values are not recommended for survey control.
 FE1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1285.See file dsdata.txt to determine how the superseded data were derived.
 FE1285
 FE1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE624085(NAD 83)
 FE1285_MARKER: DR = REFERENCE MARK DISK
 FE1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1285_STAMPING: CHICK NO 2 1958
 FE1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1285+STABILITY: SURFACE MOTION
 FE1285
 FE1285  HISTORY     - Date     Condition        Report By
 FE1285  HISTORY     - 1958     MONUMENTED       CGS
 FE1285  HISTORY     - 1958     GOOD             CGS
 FE1285  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1285
 FE1285                          STATION DESCRIPTION
 FE1285
 FE1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1285'2.4 MI S FROM GALLAWAY.
 FE1285'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1285'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG PAVED
 FE1285'ROAD, 28 FEET NORTH OF THE NORTHWEST CORNER OF A GARDEN FENCE,
 FE1285'17 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, A TRIANGULATION
 FE1285'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 FE1285'WITH THE GROUND.
 FE1285
 FE1285                          STATION RECOVERY (2002)
 FE1285
 FE1285'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1285'ALL REFERENCES GONE. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2099 ***********************************************************************
 FE2099  DESIGNATION -  CHICKASAW AZ MK
 FE2099  PID         -  FE2099
 FE2099  STATE/COUNTY-  TN/TIPTON
 FE2099  USGS QUAD   -  NODENA (1983)
 FE2099
 FE2099                         *CURRENT SURVEY CONTROL
 FE2099  ___________________________________________________________________
 FE2099* NAD 83(1995)-  35 30 19.28438(N)    089 53 59.68096(W)     ADJUSTED  
 FE2099* NAVD 88     -       122.913  (meters)     403.26   (feet)  ADJUSTED  
 FE2099  ___________________________________________________________________
 FE2099  X           -       9,080.508 (meters)                     COMP
 FE2099  Y           -  -5,198,135.913 (meters)                     COMP
 FE2099  Z           -   3,683,707.317 (meters)                     COMP
 FE2099  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 FE2099  ELLIP HEIGHT-          95.56  (meters)          (05/31/05) GPS OBS
 FE2099  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE2099  DYNAMIC HT  -         122.807 (meters)     402.91  (feet)  COMP
 FE2099  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE2099
 FE2099  HORZ ORDER  -  FIRST
 FE2099  VERT ORDER  -  FIRST     CLASS I
 FE2099  ELLP ORDER  -  FOURTH    CLASS II
 FE2099
 FE2099.The horizontal coordinates were established by GPS observations
 FE2099.and adjusted by the National Geodetic Survey in May 2005..
 FE2099
 FE2099.The orthometric height was determined by differential leveling
 FE2099.and adjusted by the National Geodetic Survey in June 1991..
 FE2099
 FE2099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2099
 FE2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2099
 FE2099.The ellipsoidal height was determined by GPS observations
 FE2099.and is referenced to NAD 83.
 FE2099
 FE2099.The geoid height was determined by GEOID03.
 FE2099
 FE2099.The dynamic height is computed by dividing the NAVD 88
 FE2099.geopotential number by the normal gravity value computed on the
 FE2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2099.degrees latitude (g = 980.6199 gals.).
 FE2099
 FE2099.The modeled gravity was interpolated from observed gravity values.
 FE2099
 FE2099;                    North         East     Units Scale Factor Converg.
 FE2099;SPC TN       -   137,083.513   246,293.002   MT  0.99996476   -2 16 59.4
 FE2099;SPC TN       -   449,748.16    808,046.29   sFT  0.99996476   -2 16 59.4
 FE2099;UTM  16      - 3,932,955.241   236,978.668   MT  1.00045261   -1 41 06.6
 FE2099
 FE2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2099!SPC TN       -   0.99998500  x   0.99996476  =   0.99994976
 FE2099!UTM  16      -   0.99998500  x   1.00045261  =   1.00043760
 FE2099
 FE2099                          SUPERSEDED SURVEY CONTROL
 FE2099
 FE2099  NAVD 88 (05/31/05)  122.91   (m)          403.2    (f) LEVELING    3  
 FE2099  NGVD 29 (??/??/92)  122.887  (m)          403.17   (f) ADJ UNCH    1 1
 FE2099
 FE2099.Superseded values are not recommended for survey control.
 FE2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2099.See file dsdata.txt to determine how the superseded data were derived.
 FE2099
 FE2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3697932955(NAD 83)
 FE2099_MARKER: DZ = AZIMUTH MARK DISK
 FE2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2099_SP_SET: CONCRETE POST
 FE2099_STAMPING: CHICKASAW 1929
 FE2099_MARK LOGO: CGS   
 FE2099_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2099+STABILITY: SURFACE MOTION
 FE2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2099+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 FE2099
 FE2099  HISTORY     - Date     Condition        Report By
 FE2099  HISTORY     - 1958     MONUMENTED       CGS
 FE2099  HISTORY     - 19901212 GOOD             NGS
 FE2099  HISTORY     - 20020807 GOOD             USACE
 FE2099  HISTORY     - 20030703 GOOD             EMCINC
 FE2099
 FE2099                          STATION DESCRIPTION
 FE2099
 FE2099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FE2099'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF MILLINGTON,
 FE2099'10.5 KM (6.50 MI) WEST OF MUNFORD AND 3.2 KM (2.00 MI) EAST OF
 FE2099'RICHARDSONS LANDING. OWNERSHIP-MRS. HERBERT CATES, RTE 2 BOX 1086,
 FE2099'MUNFORD TN 38058. NO PHONE. TO REACH THE STATION FROM THE JUNCTION OF
 FE2099'U.S.HIGHWAY 51 AND STATE HIGHWAY 54 AND 59 IN THE CENTER OF
 FE2099'COVINGTON. GO WESTERLY ON STATE HIGHWAY 59 FOR 16.75 KM (10.40 MI) TO
 FE2099'THE JUNCTION OF STATE HIGHWAY 178 ON THE LEFT. CONTINUE WESTERLY ON
 FE2099'STATE HIGHWAY 59 FOR 5.92 KM (3.65 MI) TO A PAVED CROSSROAD. CONTINUE
 FE2099'WESTERLY ON STATE HIGHWAY 59 FOR 0.24 KM (0.15 MI) TO THE STATION ON
 FE2099'THE RIGHT. THE STATION IS LOCATED 4.9 M (16.1 FT) NORTH FROM THE
 FE2099'CENTERLINE OF STATE HIGHWAY 39 AND 0.3 M (1.0 FT) NORTHWEST OF A
 FE2099'UTILITY POLE. THE STATION IS FLUSH WITH THE GROUND. DESCRIBED BY
 FE2099'E.J.HANSMANN.
 FE2099
 FE2099                          STATION RECOVERY (2002)
 FE2099
 FE2099'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2099'DESCRIPTION IN DATABASE STATES MARK IS 3.65 MI WESTERLY ALONG HWY 59
 FE2099'FROM THE JCT OF HWY 178.
 FE2099' 
 FE2099'THIS DISTANCE SHOULD BE CHANGED TO 5.3 MI.
 FE2099
 FE2099                          STATION RECOVERY (2003)
 FE2099
 FE2099'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2099'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1683 ***********************************************************************
 FE1683  DESIGNATION -  CHICKASAW BOLT
 FE1683  PID         -  FE1683
 FE1683  STATE/COUNTY-  TN/TIPTON
 FE1683  USGS QUAD   -  NODENA (1983)
 FE1683
 FE1683                         *CURRENT SURVEY CONTROL
 FE1683  ___________________________________________________________________
 FE1683* NAD 83(1986)-  35 30 51.     (N)    089 56 10.     (W)     SCALED    
 FE1683* NAVD 88     -        81.861  (meters)     268.57   (feet)  ADJUSTED  
 FE1683  ___________________________________________________________________
 FE1683  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1683  DYNAMIC HT  -          81.789 (meters)     268.34  (feet)  COMP
 FE1683  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE1683
 FE1683  VERT ORDER  -  FIRST     CLASS II
 FE1683
 FE1683.The horizontal coordinates were scaled from a topographic map and have
 FE1683.an estimated accuracy of +/- 6 seconds.
 FE1683
 FE1683.The orthometric height was determined by differential leveling
 FE1683.and adjusted by the National Geodetic Survey in June 1991..
 FE1683
 FE1683.The geoid height was determined by GEOID03.
 FE1683
 FE1683.The dynamic height is computed by dividing the NAVD 88
 FE1683.geopotential number by the normal gravity value computed on the
 FE1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1683.degrees latitude (g = 980.6199 gals.).
 FE1683
 FE1683.The modeled gravity was interpolated from observed gravity values.
 FE1683
 FE1683;                    North         East    Units  Estimated Accuracy
 FE1683;SPC TN       -   138,190.      243,050.      MT  (+/- 180 meters Scaled)
 FE1683
 FE1683                          SUPERSEDED SURVEY CONTROL
 FE1683
 FE1683  NGVD 29 (??/??/??)   81.831  (m)          268.47   (f) ADJUSTED    1 2
 FE1683
 FE1683.Superseded values are not recommended for survey control.
 FE1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1683.See file dsdata.txt to determine how the superseded data were derived.
 FE1683
 FE1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE337340(NAD 83)
 FE1683_MARKER: B = BOLT
 FE1683_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1683_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1683_STAMPING: 1912
 FE1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1683
 FE1683  HISTORY     - Date     Condition        Report By
 FE1683  HISTORY     - 1912     MONUMENTED       MRC
 FE1683  HISTORY     - 1957     GOOD             CGS
 FE1683
 FE1683                          STATION DESCRIPTION
 FE1683
 FE1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1683'4.7 MI SW FROM RANDOLPH.
 FE1683'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1683'CHURCH AT RANDOLPH, THENCE 1.1 MILE SOUTHWEST ALONG A GRAVEL
 FE1683'ROAD, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY 59, NEAR THE END
 FE1683'OF STATE HIGHWAY 59, AT RICHARDSONS LANDING, ABOUT 180 YARDS
 FE1683'SOUTHEAST OF THE END OF THE HIGHWAY, 157 FEET SOUTHEAST OF THE
 FE1683'CENTER LINE OF THE HIGHWAY, 153 FEET EAST OF THE EAST CORNER OF
 FE1683'AN ABANDONED STORE BUILDING 74 FEET SOUTH-SOUTHWEST OF A POWER
 FE1683'LINE POLE, 51 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 43 FEET
 FE1683'NORTH OF A LONE 12-INCH GUM TREE, 1 FOOT NORTH OF A WALNUT TREE
 FE1683'STUMP, ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY, A COPPER
 FE1683'BOLT DIRECTLY UNDER A MRC PIPE AND CAP WHICH PROJECTS 18 INCHES
 FE1683'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1682 ***********************************************************************
 FE1682  DESIGNATION -  CHICKASAW CAP
 FE1682  PID         -  FE1682
 FE1682  STATE/COUNTY-  TN/TIPTON
 FE1682  USGS QUAD   -  NODENA (1983)
 FE1682
 FE1682                         *CURRENT SURVEY CONTROL
 FE1682  ___________________________________________________________________
 FE1682* NAD 83(1986)-  35 30 51.     (N)    089 56 10.     (W)     SCALED    
 FE1682* NAVD 88     -        83.093  (meters)     272.61   (feet)  ADJUSTED  
 FE1682  ___________________________________________________________________
 FE1682  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1682  DYNAMIC HT  -          83.021 (meters)     272.38  (feet)  COMP
 FE1682  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE1682
 FE1682  VERT ORDER  -  FIRST     CLASS II
 FE1682
 FE1682.The horizontal coordinates were scaled from a topographic map and have
 FE1682.an estimated accuracy of +/- 6 seconds.
 FE1682
 FE1682.The orthometric height was determined by differential leveling
 FE1682.and adjusted by the National Geodetic Survey in June 1991..
 FE1682
 FE1682.The geoid height was determined by GEOID03.
 FE1682
 FE1682.The dynamic height is computed by dividing the NAVD 88
 FE1682.geopotential number by the normal gravity value computed on the
 FE1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1682.degrees latitude (g = 980.6199 gals.).
 FE1682
 FE1682.The modeled gravity was interpolated from observed gravity values.
 FE1682
 FE1682;                    North         East    Units  Estimated Accuracy
 FE1682;SPC TN       -   138,190.      243,050.      MT  (+/- 180 meters Scaled)
 FE1682
 FE1682                          SUPERSEDED SURVEY CONTROL
 FE1682
 FE1682  NGVD 29 (??/??/??)   83.052  (m)          272.48   (f) ADJUSTED    1 2
 FE1682
 FE1682.Superseded values are not recommended for survey control.
 FE1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1682.See file dsdata.txt to determine how the superseded data were derived.
 FE1682
 FE1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE337340(NAD 83)
 FE1682_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1682_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1682_STAMPING: 1912
 FE1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1682
 FE1682  HISTORY     - Date     Condition        Report By
 FE1682  HISTORY     - 1912     MONUMENTED       MRC
 FE1682  HISTORY     - 1957     GOOD             CGS
 FE1682  HISTORY     - 20020412 POOR             USACE
 FE1682
 FE1682                          STATION DESCRIPTION
 FE1682
 FE1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1682'4.7 MI SW FROM RANDOLPH.
 FE1682'0.1 MILE SOUTHEAST ALONG A TAR ROAD FROM THE RANDOLPH METHODIST
 FE1682'CHURCH AT RANDOLPH, THENCE 1.1 MILE SOUTHWEST ALONG A GRAVEL
 FE1682'ROAD, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY 59, NEAR THE END
 FE1682'OF STATE HIGHWAY 59, AT RICHARDSONS LANDING, ABOUT 180 YARDS
 FE1682'SOUTHEAST OF THE END OF THE HIGHWAY, 157 FEET SOUTHEAST OF THE
 FE1682'CENTER LINE OF THE HIGHWAY, 153 FEET EAST OF THE EAST CORNER OF
 FE1682'AN ABANDONED STORE BUILDING, 74 FEET SOUTH-SOUTHWEST OF A POWER
 FE1682'LINE POLE, 51 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 43 FEET
 FE1682'NORTH OF A LONE 12-INCH GUM TREE, 1 FOOT NORTH OF A WALNUT TREE
 FE1682'STUMP, ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY, A MRC PIPE
 FE1682'AND CAP WHICH PROJECTS 18 INCHES ABOVE THE GROUND.
 FE1682
 FE1682                          STATION RECOVERY (2002)
 FE1682
 FE1682'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1682'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1672 ***********************************************************************
 FE1672  DESIGNATION -  CHICKASAW RM 1
 FE1672  PID         -  FE1672
 FE1672  STATE/COUNTY-  TN/TIPTON
 FE1672  USGS QUAD   -  NODENA (1983)
 FE1672
 FE1672                         *CURRENT SURVEY CONTROL
 FE1672  ___________________________________________________________________
 FE1672* NAD 83(1986)-  35 30 31.     (N)    089 54 23.     (W)     SCALED    
 FE1672* NAVD 88     -       125.345  (meters)     411.24   (feet)  ADJUSTED  
 FE1672  ___________________________________________________________________
 FE1672  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1672  DYNAMIC HT  -         125.236 (meters)     410.88  (feet)  COMP
 FE1672  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE1672
 FE1672  VERT ORDER  -  FIRST     CLASS I
 FE1672
 FE1672.The horizontal coordinates were scaled from a topographic map and have
 FE1672.an estimated accuracy of +/- 6 seconds.
 FE1672
 FE1672.The orthometric height was determined by differential leveling
 FE1672.and adjusted by the National Geodetic Survey in June 1991..
 FE1672.WARNING-Repeat measurements at this control monument indicate possible
 FE1672.vertical movement.
 FE1672
 FE1672.The geoid height was determined by GEOID03.
 FE1672
 FE1672.The dynamic height is computed by dividing the NAVD 88
 FE1672.geopotential number by the normal gravity value computed on the
 FE1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1672.degrees latitude (g = 980.6199 gals.).
 FE1672
 FE1672.The modeled gravity was interpolated from observed gravity values.
 FE1672
 FE1672;                    North         East    Units  Estimated Accuracy
 FE1672;SPC TN       -   137,470.      245,720.      MT  (+/- 180 meters Scaled)
 FE1672
 FE1672                          SUPERSEDED SURVEY CONTROL
 FE1672
 FE1672  NGVD 29 (??/??/??)  125.318  (m)          411.15   (f) ADJUSTED    1 1
 FE1672
 FE1672.Superseded values are not recommended for survey control.
 FE1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1672.See file dsdata.txt to determine how the superseded data were derived.
 FE1672
 FE1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE364333(NAD 83)
 FE1672_MARKER: DR = REFERENCE MARK DISK
 FE1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1672_STAMPING: CHICKASAW 1929
 FE1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1672+STABILITY: SURFACE MOTION
 FE1672
 FE1672  HISTORY     - Date     Condition        Report By
 FE1672  HISTORY     - 1929     MONUMENTED       CGS
 FE1672  HISTORY     - 19711201 MARK NOT FOUND   USGS
 FE1672  HISTORY     - 1974     GOOD             NGS
 FE1672
 FE1672                          STATION DESCRIPTION
 FE1672
 FE1672'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (LAP)
 FE1672'MARK NOT FOUND.
 FE1672
 FE1672                          STATION RECOVERY (1974)
 FE1672
 FE1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1672'1.9 MI SW FROM RANDOLPH.
 FE1672'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE RANDOLPH
 FE1672'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILE SOUTH-SOUTHWEST
 FE1672'ALONG AN ASPHALT ROAD, THENCE 0.65 MILE NORTHWEST ALONG STATE
 FE1672'HIGHWAY 59, THENCE 0.1 MILE NORTH ALONG A FIELD ROAD TO TOP OF
 FE1672'BLUFF OVERLOOKING MISSISSIPPI RIVER, 232 FEET EAST-NORTHEAST OF
 FE1672'TRIANGULATION STATION, 202 FEET EAST-NORTHEAST OF TWO 36-INCH
 FE1672'CONCRETE PIPES PROJECTING 8 FEET ABOVE GROUND, ABOUT 10 FEET
 FE1672'SOUTH OF THE EDGE OF BLUFF, 38 FEET NORTH OF THE NORTH EDGE OF
 FE1672'FEILD, 1.8 FEET NORTH OF A METAL WITNESS POST AND IN THE TOP OF A
 FE1672'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1674 ***********************************************************************
 FE1674  DESIGNATION -  CHICKASAW RM 3
 FE1674  PID         -  FE1674
 FE1674  STATE/COUNTY-  TN/TIPTON
 FE1674  USGS QUAD   -  NODENA (1983)
 FE1674
 FE1674                         *CURRENT SURVEY CONTROL
 FE1674  ___________________________________________________________________
 FE1674* NAD 83(1986)-  35 30 31.     (N)    089 54 23.     (W)     SCALED    
 FE1674* NAVD 88     -       126.018  (meters)     413.44   (feet)  ADJUSTED  
 FE1674  ___________________________________________________________________
 FE1674  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1674  DYNAMIC HT  -         125.909 (meters)     413.09  (feet)  COMP
 FE1674  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE1674
 FE1674  VERT ORDER  -  FIRST     CLASS I
 FE1674
 FE1674.The horizontal coordinates were scaled from a topographic map and have
 FE1674.an estimated accuracy of +/- 6 seconds.
 FE1674
 FE1674.The orthometric height was determined by differential leveling
 FE1674.and adjusted by the National Geodetic Survey in June 1991..
 FE1674
 FE1674.The geoid height was determined by GEOID03.
 FE1674
 FE1674.The dynamic height is computed by dividing the NAVD 88
 FE1674.geopotential number by the normal gravity value computed on the
 FE1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1674.degrees latitude (g = 980.6199 gals.).
 FE1674
 FE1674.The modeled gravity was interpolated from observed gravity values.
 FE1674
 FE1674;                    North         East    Units  Estimated Accuracy
 FE1674;SPC TN       -   137,470.      245,720.      MT  (+/- 180 meters Scaled)
 FE1674
 FE1674                          SUPERSEDED SURVEY CONTROL
 FE1674
 FE1674  NGVD 29 (??/??/??)  125.992  (m)          413.36   (f) ADJUSTED    1 1
 FE1674
 FE1674.Superseded values are not recommended for survey control.
 FE1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1674.See file dsdata.txt to determine how the superseded data were derived.
 FE1674
 FE1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE364333(NAD 83)
 FE1674_MARKER: DR = REFERENCE MARK DISK
 FE1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1674_SP_SET: CONCRETE POST
 FE1674_STAMPING: CHICKASAW NO 3 1929
 FE1674_MARK LOGO: CGS   
 FE1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1674+STABILITY: SURFACE MOTION
 FE1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1674+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1990
 FE1674
 FE1674  HISTORY     - Date     Condition        Report By
 FE1674  HISTORY     - 1958     MONUMENTED       CGS
 FE1674  HISTORY     - 1974     GOOD             NGS
 FE1674  HISTORY     - 19901212 GOOD             NGS
 FE1674
 FE1674                          STATION DESCRIPTION
 FE1674
 FE1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1674'1.9 MI SW FROM RANDOLPH.
 FE1674'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE RANDOLPH
 FE1674'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILE SOUTH-SOUTHWEST
 FE1674'ALONG AN ASPHALT ROAD THENCE 0.65 MILE NORTHWEST ALONG STATE
 FE1674'HIGHWAY 59, THENCE 0.1 MILE NORTH ALONG A FIELD ROAD TO TOP OF
 FE1674'BLUFF OVERLOOKING MISSISSIPPI RIVER, 85.1 FEET NORTHEAST OF
 FE1674'CHICKASAW TRIANGULATION STATION, 57 FEET NORTHEAST OF TWO 36-INCH
 FE1674'CONCRETE PIPES PROJECTING 8 FEET ABOVE GROUND, 56.4 FEET
 FE1674'NORTHEAST OF A POWER POLE, 13 FEET SOUTH OF THE EDGE OF BLUFF,
 FE1674'34 FEET NORTH OF THE EDGE OF A FIELD AND IN THE TOP OF A CONCRETE
 FE1674'POST PROJECTING 1-INCH.
 FE1674
 FE1674                          STATION RECOVERY (1990)
 FE1674
 FE1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE1674'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF MILLINGTON,
 FE1674'10.5 KM (6.50 MI) WEST OF MUNFORD AND 3.2 KM (2.00 MI) EAST OF
 FE1674'RICHARDSONS LANDING. OWNERSHIP-MRS. HERBERT CATES, RTE 2 BOX 1086,
 FE1674'MUNFORD TN 38058. NO PHONE. TO REACH THE STATION FROM THE JUNCTION OF
 FE1674'U.S.HIGHWAY 51 AND STATE HIGHWAY 54 AND 59 IN THE CENTER OF
 FE1674'COVINGTON. GO WESTERLY ON STATE HIGHWAY 59 FOR 16.75 KM (10.40 MI) TO
 FE1674'THE JUNCTION OF STATE HIGHWAY 178 ON THE LEFT. CONTINUE WESTERLY ON
 FE1674'STATE HIGHWAY 59 FOR 5.92 KM (3.65 MI) TO A PAVED CROSSROAD. CONTINUE
 FE1674'WESTERLY ON STATE HIGHWAY 59 FOR 0.33 KM (0.20 MI) TO A FIELD
 FE1674'ENTRANCE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE FIELD ROAD
 FE1674'FOR 0.22 KM (0.15 MI) TO A T JUNCTION. TURN RIGHT AND GO NORTHEAST
 FE1674'ON A FIELD ROAD FOR 0.09 KM (0.05 MI) INTO A GROUP OF TREES AND THE
 FE1674'STATION ON THE LEFT. THE STATION IS LOCATED 25.9 M (85.0 FT)
 FE1674'NORTH-NORTHWEST FROM CHICKASAW 1929 1979, 17.1 M (56.1 FT) NORTH FROM
 FE1674'A UTILITY POLE, 11.5 M (37.7 FT) NORTH FROM THE CENTER OF THE FIELD
 FE1674'ROAD, 4.7 M (15.4 FT) SOUTH FROM THE EDGE OF A BANK AND 3.4 M
 FE1674'(11.2 FT) NORTHEAST FROM A 28-INCH OAK TREE AND 3.2 M (10.5 FT)
 FE1674'NORTHWEST FROM A 14-INCH OAK TREE. THE STATION IS FLUSH WITH THE
 FE1674'GROUND. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1675 ***********************************************************************
 FE1675  DESIGNATION -  CHICKASAW RM 4
 FE1675  PID         -  FE1675
 FE1675  STATE/COUNTY-  TN/TIPTON
 FE1675  USGS QUAD   -  NODENA (1983)
 FE1675
 FE1675                         *CURRENT SURVEY CONTROL
 FE1675  ___________________________________________________________________
 FE1675* NAD 83(1986)-  35 30 31.     (N)    089 54 23.     (W)     SCALED    
 FE1675* NAVD 88     -       126.689  (meters)     415.65   (feet)  ADJUSTED  
 FE1675  ___________________________________________________________________
 FE1675  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1675  DYNAMIC HT  -         126.579 (meters)     415.28  (feet)  COMP
 FE1675  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE1675
 FE1675  VERT ORDER  -  FIRST     CLASS I
 FE1675
 FE1675.The horizontal coordinates were scaled from a topographic map and have
 FE1675.an estimated accuracy of +/- 6 seconds.
 FE1675
 FE1675.The orthometric height was determined by differential leveling
 FE1675.and adjusted by the National Geodetic Survey in June 1991..
 FE1675
 FE1675.The geoid height was determined by GEOID03.
 FE1675
 FE1675.The dynamic height is computed by dividing the NAVD 88
 FE1675.geopotential number by the normal gravity value computed on the
 FE1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1675.degrees latitude (g = 980.6199 gals.).
 FE1675
 FE1675.The modeled gravity was interpolated from observed gravity values.
 FE1675
 FE1675;                    North         East    Units  Estimated Accuracy
 FE1675;SPC TN       -   137,470.      245,720.      MT  (+/- 180 meters Scaled)
 FE1675
 FE1675                          SUPERSEDED SURVEY CONTROL
 FE1675
 FE1675  NGVD 29 (??/??/??)  126.665  (m)          415.57   (f) ADJUSTED    1 1
 FE1675
 FE1675.Superseded values are not recommended for survey control.
 FE1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1675.See file dsdata.txt to determine how the superseded data were derived.
 FE1675
 FE1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE364333(NAD 83)
 FE1675_MARKER: DR = REFERENCE MARK DISK
 FE1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1675_SP_SET: CONCRETE POST
 FE1675_STAMPING: CHICKASAW NO 4 1929
 FE1675_MARK LOGO: CGS   
 FE1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1675+STABILITY: SURFACE MOTION
 FE1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1675+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1990
 FE1675
 FE1675  HISTORY     - Date     Condition        Report By
 FE1675  HISTORY     - 1958     MONUMENTED       CGS
 FE1675  HISTORY     - 1974     GOOD             NGS
 FE1675  HISTORY     - 19901212 GOOD             NGS
 FE1675
 FE1675                          STATION DESCRIPTION
 FE1675
 FE1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1675'1.9 MI SW FROM RANDOLPH.
 FE1675'ABOUT 0.05 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE RANDOLPH
 FE1675'METHODIST CHURCH AT RANDOLPH, THENCE 1.1 MILE SOUTH-SOUTHWEST
 FE1675'ALONG AN ASPHALT ROAD, THENCE 0.65 MILE NORTHWEST ALONG STATE
 FE1675'HIGHWAY 59, THENCE 0.1 MILE NORTH ALONG A FIELD ROAD TO A BLUFF
 FE1675'OVERLOOKING MISSISSIPPI RIVER, 89.9 FEET WEST OF TRIANGULATION
 FE1675'STATION, 83 FEET EAST OF THE EXTENDED CENTERLINE OF A FIELD
 FE1675'ROAD, 18 FEET NORTH OF THE NORTH EDGE OF FIELD, 12 FEET SOUTH
 FE1675'OF THE EDGE OF BLUFF OVERLOOKING RIVER TO THE NORTH, AND IN THE
 FE1675'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1675
 FE1675                          STATION RECOVERY (1990)
 FE1675
 FE1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE1675'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF MILLINGTON,
 FE1675'10.5 KM (6.50 MI) WEST OF MUNFORD AND 3.2 KM (2.00 MI) EAST OF
 FE1675'RICHARDSONS LANDING. OWNERSHIP-MRS. HERBERT CATES, RTE 2 BOX 1086,
 FE1675'MUNFORD TN 38058. NO PHONE. TO REACH THE STATION FROM THE JUNCTION OF
 FE1675'U.S.HIGHWAY 51 AND STATE HIGHWAY 54 AND 59 IN THE CENTER OF
 FE1675'COVINGTON. GO WESTERLY ON STATE HIGHWAY 59 FOR 16.75 KM (10.40 MI) TO
 FE1675'THE JUNCTION OF STATE HIGHWAY 178 ON THE LEFT. CONTINUE WESTERLY ON
 FE1675'STATE HIGHWAY 59 FOR 5.92 KM (3.65 MI) TO A PAVED CROSSROAD. CONTINUE
 FE1675'WESTERLY ON STATE HIGHWAY 59 FOR 0.33 KM (0.20 MI) TO A FIELD
 FE1675'ENTRANCE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE FIELD ROAD
 FE1675'FOR 0.22 KM (0.15 MI) TO A T JUNCTION. TURN RIGHT AND GO NORTHEAST
 FE1675'ON A FIELD ROAD FOR 0.09 KM (0.05 MI) INTO A GROUP OF TREES AND THE
 FE1675'STATION ON THE LEFT. THE STATION IS LOCATED 27.6 M (90.6 FT)
 FE1675'EAST-NORTHEAST FROM THE CENTER OF A T ROAD, 27.4 M (89.9 FT) SOUTH
 FE1675'FROM CHICKASAW 1929 1979, 7.2 M (23.6 FT) NORTHEAST FROM A 14-INCH
 FE1675'OAK TREE, 5.5 M (18.0 FT) NORTH FROM THE CENTER OF THE FIELD ROAD AND
 FE1675'2.5 M (8.2 FT) SOUTH FROM A BANK. THE STATION IS FLUSH WITH THE
 FE1675'GROUND. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2883 ***********************************************************************
 FE2883  DESIGNATION -  CHICKSAW RESET
 FE2883  PID         -  FE2883
 FE2883  STATE/COUNTY-  TN/TIPTON
 FE2883  USGS QUAD   -  NODENA (1983)
 FE2883
 FE2883                         *CURRENT SURVEY CONTROL
 FE2883  ___________________________________________________________________
 FE2883* NAD 83(1995)-  35 30 31.86950(N)    089 54 24.07849(W)     ADJUSTED  
 FE2883* NAVD 88     -                                                        
 FE2883  ___________________________________________________________________
 FE2883  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 FE2883  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2883
 FE2883  HORZ ORDER  -  FIRST
 FE2883
 FE2883.The horizontal coordinates were established by classical geodetic methods
 FE2883.and adjusted by the National Geodetic Survey in April 1999..
 FE2883
 FE2883
 FE2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2883
 FE2883.The geoid height was determined by GEOID03.
 FE2883
 FE2883;                    North         East     Units Scale Factor Converg.
 FE2883;SPC TN       -   137,495.571   245,694.150   MT  0.99996442   -2 17 13.7
 FE2883;SPC TN       -   451,100.05    806,081.56   sFT  0.99996442   -2 17 13.7
 FE2883;UTM  16      - 3,933,361.226   236,375.254   MT  1.00045653   -1 41 21.3
 FE2883
 FE2883|---------------------------------------------------------------------|
 FE2883| PID    Reference Object                     Distance      Geod. Az  |
 FE2883|                                                           dddmmss.s |
 FE2883| FE1674 CHICKASAW RM 3                       25.929 METERS 05446     |
 FE2883| FE1672 CHICKASAW RM 1                       70.714 METERS 07314     |
 FE2883| FE2582 CROSSTOWN                           APPROX.13.2 KM 1110641.7 |
 FE2883| CG3769 CHICKASAW RM 2                      229.515 METERS 11705     |
 FE2883| FE2099 CHICKASAW AZ MK                     APPROX. 0.7 KM 1221438.3 |
 FE2883| FE2585 MUNFORD MUNICIPAL TANK              APPROX.11.1 KM 1272407.8 |
 FE2883| FE1675 CHICKASAW RM 4                       27.414 METERS 26553     |
 FE2883| FE2673 OSCEOLA TANK                        APPROX.22.5 KM 3452938.8 |
 FE2883|---------------------------------------------------------------------|
 FE2883
 FE2883                          SUPERSEDED SURVEY CONTROL
 FE2883
 FE2883  NAD 83(1995)-  35 30 31.88153(N)    089 54 24.08093(W) AD(       ) 1
 FE2883  NAD 83(1986)-  35 30 31.88226(N)    089 54 24.08096(W) AD(       ) 1
 FE2883  NAD 27      -  35 30 31.58740(N)    089 54 23.77360(W) AD(       ) 1
 FE2883
 FE2883.Superseded values are not recommended for survey control.
 FE2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2883.See file dsdata.txt to determine how the superseded data were derived.
 FE2883
 FE2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3637533361(NAD 83)
 FE2883_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2883
 FE2883  HISTORY     - Date     Condition        Report By
 FE2883  HISTORY     - 1979     MONUMENTED       NGS
 FE2883
 FE2883                          STATION DESCRIPTION
 FE2883
 FE2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2883'THE UNDERGROUND STATION MARK, REFERENCE MARKS 3 AND 4 AND THE
 FE2883'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 FE2883'REFERENCE MARK 4 CHECKED.  THE ANGLE BETWEEN REFERENCE MARKS
 FE2883'FAILED TO CHECK BY 2 MINUTES AND 37 SECONDS.  THE DISTANCE TO
 FE2883'REFERENCE MARK 3 FAILED TO CHECK BY 0.009 METER SHORTER.  THE
 FE2883'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.  A NEW AZIMUTH
 FE2883'MARK WAS NOT SET AT THIS TIME.  THE SURFACE STATION MARK WAS FOUND
 FE2883'IN POOR CONDITION AND DISTURBED.  THE UNDERGROUND POINT WAS
 FE2883'HELD AND A NEW SURFACE MARK AND UNDERGROUND MARK WERE SET TO A
 FE2883'LOWER DEPTH.  A COMPLETE DESCRIPTION FOLLOWS.
 FE2883'
 FE2883'THE STATION IS LOCATED ABOUT 6.8 KM NORTH OF MILLINGTON, 4 KM
 FE2883'NORTHWEST OF MUNFORD AND ON THE EAST SLIP BANK OF THE MISSISSIPPI
 FE2883'RIVER.  PERMISSION WAS OBTAINED FROM MRS. HERBERT CATES.
 FE2883'
 FE2883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AN
 FE2883'STATE HIGHWAYS 59 AND 54 IN COVINGTON, TN. GO WESTERLY ON STATE
 FE2883'HIGHWAY 59 FOR 6.8 KM (11.0 MI) TO GILE EDGE SCHOOL ON THE
 FE2883'RIGHT.  CONTINUE WESTERLY ON STATE HIGHWAY 59 FOR 3.0 KM (4.8 KM)
 FE2883'TO A PAVED CROSSROAD.  CONTINUE AHEAD, WESTERLY ON STATE
 FE2883'HIGHWAY 59 FOR 0.24 KM (0.15 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 FE2883'CONTINUE AHEAD FOR 0.8 KM (0.5 MI) TO A FIELD ROAD RIGHT.  TURN
 FE2883'RIGHT AND GO NORTH ON A FIELD ROAD FOR 0.16 KM (0.1 MI) TO A
 FE2883'FIELD T-ROAD.  TURN RIGHT AND GO NORTHEASTERLY FOR ABOUT
 FE2883'61 METERS (200 FEET) TO THE STATION ON THE LEFT.
 FE2883'
 FE2883'THE STATION IS A STANDARD NGS DISK
 FE2883'STAMPED---CHICKASAW 1929 1979---,
 FE2883'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FE2883'RECESSED 35 CM BELOW THE GROUND.  IT IS LOCATED
 FE2883'13 METERS SOUTH FROM A 100 FOOT SLIP BANK,
 FE2883'11.72 METERS WEST FROM A TELEPHONE POLE AND
 FE2883'3  METERS NORTH FROM THE CENTER OF A FIELD ROAD.
 FE2883'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FE2883'STAMPED---CHICKASAW 1929 1979---,
 FE2883'SET IN AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FE2883'
 FE2883'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 FE2883'STAMPED---CHICKASAW NO 3 1929---,
 FE2883'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FE2883'FLUSH WITH GROUND.  IT IS LOCATED
 FE2883'17.1 METERS NORTH FROM THE TELEPHONE POLE,
 FE2883'11.5 METERS NORTH FROM THE CENTER OF FIELD ROAD AND
 FE2883'4.4 METERS SOUTH FROM THE SLIP BANK.
 FE2883'MARK IS ABOVE STATION 0.61 METER.
 FE2883'
 FE2883'REFERENCE MARK NUMBER 04 IS A STANDARD CGS DISK
 FE2883'STAMPED---CHICKASAW NO 4 1929---,
 FE2883'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FE2883'FLUSH WITH GROUND.  IT IS LOCATED
 FE2883'27.6 METERS EAST-NORTHEAST FROM THE CENTER OF A T-ROAD,
 FE2883'5.5 METERS NORTH FROM THE CENTER OF A FIELD ROAD AND
 FE2883'2.5 METERS SOUTH FROM THE SLIP BANK.
 FE2883'MARK IS ABOVE STATION 0.61 METER.
 FE2883'
 FE2883'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 FE2883'STAMPED---CHICKASAW 1929---,
 FE2883'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 FE2883'FLUSH WITH GROUND.  IT IS LOCATED
 FE2883'4.9 METERS NORTHEAST FROM THE CENTER OF THE ROAD AND
 FE2883'0.3 METER NORTHWEST FROM A UTILITY POLE.
 FE2883'
 FE2883'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY
 FE2883'BRUSH AND SMALL TREE ON LINE.
 FE2883'
 FE2883'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 12.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1659 ***********************************************************************
 GD1659  DESIGNATION -  CHIGGER RESET
 GD1659  PID         -  GD1659
 GD1659  STATE/COUNTY-  TN/OBION
 GD1659  USGS QUAD   -  SAMBURG (1981)
 GD1659
 GD1659                         *CURRENT SURVEY CONTROL
 GD1659  ___________________________________________________________________
 GD1659* NAD 83(1995)-  36 23 12.40220(N)    089 20 05.76861(W)     ADJUSTED  
 GD1659* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 GD1659  ___________________________________________________________________
 GD1659  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 GD1659  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1659
 GD1659  HORZ ORDER  -  FIRST
 GD1659
 GD1659.The horizontal coordinates were established by classical geodetic methods
 GD1659.and adjusted by the National Geodetic Survey in April 1999..
 GD1659
 GD1659.The orthometric height was scaled from a topographic map.
 GD1659
 GD1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1659
 GD1659.The geoid height was determined by GEOID03.
 GD1659
 GD1659;                    North         East     Units Scale Factor Converg.
 GD1659;SPC TN       -   232,929.571   300,844.480   MT  0.99999484   -1 57 08.7
 GD1659;SPC TN       -   764,203.10    987,020.60   sFT  0.99999484   -1 57 08.7
 GD1659;SPC MO E     -    62,037.245   354,526.336   MT  1.00006790   +0 41 28.4
 GD1659;SPC KY1Z     - 1,012,110.758 1,178,356.842   MT  1.00023931   -2 12 03.6
 GD1659;SPC KY1Z     - 3,320,566.71  3,865,992.41   sFT  1.00023931   -2 12 03.6
 GD1659;SPC KY S     -   512,033.384   178,405.844   MT  1.00008095   -2 10 26.9
 GD1659;SPC KY S     - 1,679,896.19    585,319.84   sFT  1.00008095   -2 10 26.9
 GD1659;UTM  16      - 4,029,381.546   290,572.869   MT  1.00014042   -1 23 08.4
 GD1659
 GD1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1659!SPC TN       -   0.99998278  x   0.99999484  =   0.99997762
 GD1659!SPC MO E     -   0.99998278  x   1.00006790  =   1.00005067
 GD1659!SPC KY1Z     -   0.99998278  x   1.00023931  =   1.00022208
 GD1659!SPC KY S     -   0.99998278  x   1.00008095  =   1.00006372
 GD1659!UTM  16      -   0.99998278  x   1.00014042  =   1.00012319
 GD1659
 GD1659|---------------------------------------------------------------------|
 GD1659| PID    Reference Object                     Distance      Geod. Az  |
 GD1659|                                                           dddmmss.s |
 GD1659| GD1660 PTS 11 W TN                           4.167 METERS 00140     |
 GD1659| CG3773 CHIGGER RM 3                         26.126 METERS 03510     |
 GD1659| CG3774 CHIGGER RM 4                         26.204 METERS 03555     |
 GD1659| GD1623 TROY                                APPROX.14.0 KM 1032111.6 |
 GD1659| GD1663 HORNBEAK RADIO STA KID 61 MAST      APPROX. 7.2 KM 1310718.0 |
 GD1659| CG3775 CHIGGER RM 5                         17.605 METERS 17349     |
 GD1659| CG3771 CHIGGER RM 1                         30.785 METERS 21125     |
 GD1659| CG3772 CHIGGER RM 2                         53.157 METERS 33544     |
 GD1659|---------------------------------------------------------------------|
 GD1659
 GD1659                          SUPERSEDED SURVEY CONTROL
 GD1659
 GD1659  NAD 83(1995)-  36 23 12.40683(N)    089 20 05.76738(W) AD(       ) 1
 GD1659  NAD 83(1995)-  36 23 12.40974(N)    089 20 05.76799(W) AD(       ) 1
 GD1659  NAD 83(1986)-  36 23 12.41382(N)    089 20 05.76780(W) AD(       ) 1
 GD1659  NAD 27      -  36 23 12.17850(N)    089 20 05.51300(W) AD(       ) 1
 GD1659
 GD1659.Superseded values are not recommended for survey control.
 GD1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1659.See file dsdata.txt to determine how the superseded data were derived.
 GD1659
 GD1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9057329382(NAD 83)
 GD1659_MARKER: DS = TRIANGULATION STATION DISK
 GD1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1659_STAMPING: CHIGGER 1929 1934 1967
 GD1659_MARK LOGO: CGS   
 GD1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1659+STABILITY: SURFACE MOTION
 GD1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1659+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2001
 GD1659
 GD1659  HISTORY     - Date     Condition        Report By
 GD1659  HISTORY     - 1967     MONUMENTED       CGS
 GD1659  HISTORY     - 1979     GOOD             NGS
 GD1659  HISTORY     - 20010313 GOOD             CGS
 GD1659  HISTORY     - 20010413 GOOD             USACE
 GD1659
 GD1659                          STATION DESCRIPTION
 GD1659
 GD1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1659'THE SURFACE STATION MARK, REFERENCE MARK NO. 1 1929 1934 AND
 GD1659'REFERENCE MARK NO. 3 1929 1934 WERE FOUND UPROOTED AND LAYING SOME
 GD1659'DISTANCE FROM THEIR ORIGINAL SITES.  AFTER AN EXTENDED SEARCH,
 GD1659'REFERENCE MARK NO. 2 1929 1934, PRIM TRAV STAT NO 11W 1921 USGS,
 GD1659'AND THE UNDERGROUND SURFACE MARK WERE RECOVERED.  THE UNDERGROUND
 GD1659'SURFACE MARK AND REFERENCE MARK NO. 2 1929 1934 SHOWED NO SIGN OF
 GD1659'HAVING BEEN DISTURBED IN ANY WAY AND WERE IN EXCELLENT CONDITION,
 GD1659'HOWEVER, THE HORIZONTAL MEASURED DISTANCE BETWEEN THE REFERENCE
 GD1659'MARK AND THE STATION SHOWED A DISCREPANCY OF 0.6 OF A FOOT,
 GD1659'AND 0.043 METERS SHORT OF THE DISTANCES GIVEN IN THE 1929 1934
 GD1659'DESCRIPTION.  PRIM TRAV STAT NO 11W 1921 USGS HAD BEEN STRUCK BY
 GD1659'SOME TYPE OF EQUIPMENT AND WAS LEANING SLIGHTLY TO THE SOUTH AND
 GD1659'WEST, BUT WAS FIRM IN THE GROUND AT THIS TIME.  NEITHER THE
 GD1659'HORIZONTAL ANGLE OF THE MEASURED DISTANCE FOR THIS MARK COULD BE
 GD1659'CHECKED WITH THE 1929 1934 WORK.
 GD1659'
 GD1659'A FIRM PLUMBING BENCH WAS ERECTED OVER THE UNDERGROUND STATION MARK
 GD1659'TO HOLD THE POINT, AND THE MARK WAS THEN REMOVED.  WHEN THIS WAS DONE
 GD1659'THE CONCRETE SUPPORTING THE DISK WAS FOUND TO BE OF CONSIDERABLE
 GD1659'MASS - APPROXIMATELY 8 INCHES WIDE, 12 INCHES DEEP, AND WELL
 GD1659'BELLED AT THE BOTTOM, WITH THE ENTIRE MASS EMBEDDED IN VERY HEAVY AND
 GD1659'COMPACT CLAY SOIL.  IT WAS ASSUMED THAT THE UNDERGROUND MARK HELD
 GD1659'ITS EXACT, ORIGINAL POSITION.  THE ENTIRE HOLE WAS ENLARGED AND
 GD1659'DEEPENED AND THE ENTIRE STATION LOWERED IN THIS POSITION.  AFTER THE
 GD1659'UNDERGROUND MARK WAS LOWERED AND PROTECTED BY A FIRM SHOULDER OF
 GD1659'UNDISTURBED SOIL, THE OLD CONCRETE MONUMENT FOR THE SURFACE MARK WAS
 GD1659'LOWERED INTO POSITION AND SURROUNDED BY A MASS OF CONCRETE TO
 GD1659'PREVENT ANY POSSIBLE SETTLING OR MOVEMENT.  THE ORIGINAL DISK WAS
 GD1659'ALTERED TO READ CHIGGER 1929 1934 1967.  TWO NEW REFERENCE MARKS NO.
 GD1659'4 AND NO. 5 WERE ESTABLISHED AND THE HORIZONTAL ANGLES FOR ALL
 GD1659'MARKS DETERMINED BY USING THE ORIGINAL REFERENCE MARK NO. 2 1929
 GD1659'1934 AS AN INITIAL POINTING.
 GD1659'
 GD1659'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1659'
 GD1659'THE STATION IS NOW IN OPEN PASTURE LAND ON THE PROPERTY OF FREEMAN
 GD1659'JIM HUTCHCRAFT, NEAR THE SUMMIT OF A RIDGE KNOWN LOCALLY AS CHIGGER
 GD1659'RIDGE.  IT IS ABOUT 8 MILES EAST OF TIPTONVILLE, 1-1/2 MILES
 GD1659'NORTHEAST OF THE SMALL COMMUNITY OF SAMBURG, AND ABOUT 1/2 MILE EAST
 GD1659'OF REELFOOT LAKE.
 GD1659'
 GD1659'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 78, 21 AND 22
 GD1659'IN THE EAST EDGE OF TIPTONVILLE, GO EASTERLY ON STATE ROUTES 21 AND
 GD1659'22 FOR 5.4 MILES TO THEIR JUNCTION.  HERE TURN LEFT AND GO
 GD1659'NORTHERLY ON STATE ROUTE 22 FOR 2.75 MILES TO A CROSSROAD AND
 GD1659'TRAFFIC LIGHT IN THE SMALL COMMUNITY OF SAMBURG, CONTINUE NORTHERLY
 GD1659'ON STATE ROUTE 22 FOR 0.2 MILE TO AN ANGLING, OILED ROAD ON THE
 GD1659'RIGHT.  HERE TURN RIGHT ON THIS OILED ROAD AND GO NORTHEASTERLY,
 GD1659'UPHILL, ON A WINDING ROAD FOR 1.1 MILES TO A DIM TRACK ROAD ON THE
 GD1659'LEFT IN A CURVE.  HERE TURN LEFT ON THE TRACK ROAD AND GO 0.1 MILE
 GD1659'NORTHWESTERLY ACROSS A CLEARING TO WHERE THE ROAD ENTERS THE WOODS,
 GD1659'CONTINUE NORTHWESTERLY ON THE TRACK ROAD THROUGH WOODS ALONG THE
 GD1659'TOP OF A NARROW RIDGE FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH
 GD1659'THE WIRE GATE AND CONTINUE NORTHWESTERLY AND WEST ON THE WOODS ROAD
 GD1659'FOR 0.1 MILE TO THE EDGE OF A CLEARING AND THE STATION DEAD AHEAD
 GD1659'NEAR THE SUMMIT OF THE RIDGE AS DESCRIBED.
 GD1659'
 GD1659'THE STATION IS SLIGHTLY SOUTH OF THE SUMMIT OF THE RIDGE, 128 FEET
 GD1659'SOUTH-SOUTHWEST OF AN 18-INCH, TRIANGLE BLAZED SWEETGUM TREE, 64
 GD1659'FEET NORTH OF A 20-INCH, TRIANGLE BLAZED WHITE OAK TREE, AND 1.9
 GD1659'FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1659'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GD1659'THE DISK IS STAMPED CHIGGER 1929 1934 1967.
 GD1659'
 GD1659'RM NO. 2 IS IN A BRUSHY AREA ABOUT 20 YARDS EAST OF THE HEAD OF A
 GD1659'RAVINE, 1.4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN,
 GD1659'AND ABOUT 5 FEET BELOW THE ELEVATION OF THE STATION MARK.  IT IS A
 GD1659'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE FLUSH,
 GD1659'CONCRETE MONUMENT AND THE DISK IS STAMPED CHIGGER NO 2 1929
 GD1659'1934.
 GD1659'
 GD1659'REFERENCE MARK NO. 4 IS NEAR THE NORTHEAST EDGE OF THE CLEARING, 44
 GD1659'FEET SOUTH OF AN 18-INCH, TRIANGLE BLAZED SWEETGUM TREE, 20 FEET
 GD1659'WEST OF A 20-INCH, TRIANGLE BLAZED BLACK MAPLE TREE, AND ABOUT 1.7
 GD1659'FEET ABOVE THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK
 GD1659'SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD1659'6 INCHES AND THE DISK IS STAMPED CHIGGER NO 4 1929 1967.
 GD1659'
 GD1659'REFERENCE MARK NO. 5 IS LOCATED NEAR THE SOUTH EDGE OF THE CLEARING
 GD1659'AT THE NORTH EDGE OF A SHARP RAVINE, 5 FEET NORTH OF A 20-INCH,
 GD1659'TRIANGLE BLAZED WHITE OAK TREE AND ABOUT 2.5 FEET BELOW THE
 GD1659'ELEVATION OF THE STATION MARK.  IT IS A STANDARD DISK SET IN THE TOP
 GD1659'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GD1659'AND THE DISK IS STAMPED CHIGGER NO 5 1929 1967.
 GD1659'
 GD1659'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 4 AND
 GD1659'REFERENCE MARK NO. 5 IS 134.60 FEET - 41.026 METERS.
 GD1659'
 GD1659'THE HORIZONTAL MEASURED DISTANCES BETWEEN REFERENCE MARK NO. 2
 GD1659'AND REFERENCE MARKS NO. 4 AND NO. 5 WERE NOT MEASURED DUE TO THE
 GD1659'DENSE UNDERGROWTH AND DISTANCES INVOLVED.
 GD1659'
 GD1659'P T 11W USGS IS A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED TO THE
 GD1659'TOP OF A 3-INCH GALVANIZED PIPE PROJECTING ABOUT 2 INCHES AND IS
 GD1659'ABOUT 0.5 OF A FOOT ABOVE THE ELEVATION OF THE STATION.  THE BRONZE
 GD1659'CAP IS STAMPED PRIM TRAV STA NO 11W TENN 1921.
 GD1659'
 GD1659'THIS STATION WAS LOWERED AND RE-ESTABLISHED WITH THE PERMISSION OF
 GD1659'MR. FREEMAN JIM HUTCHCRAFT WHO OWNS THE PROPERTY.
 GD1659'
 GD1659'NO AZIMUTH MARK HAS EVER BEEN ESTABLISHED FOR THIS STATION.
 GD1659
 GD1659                          STATION RECOVERY (1979)
 GD1659
 GD1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 GD1659'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 GD1659'IN THE 1967 RECOVERY NOTE.  DUE TO HEAVY BRUSH, RM 4, RM 5 AND
 GD1659'P T 11W (USGS) WERE NOT SEARCHED FOR.
 GD1659'
 GD1659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NE OF
 GD1659'SAMBURG.
 GD1659
 GD1659                          STATION RECOVERY (2001)
 GD1659
 GD1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2001 (JMH)
 GD1659'RECOVERED IN GOOD CONDITION.
 GD1659
 GD1659                          STATION RECOVERY (2001)
 GD1659
 GD1659'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 GD1659'THE STATION IS LOCATED 1.5 MI (2.4 KM) NE OF SAMBURG, TN, 1 MI (1.6
 GD1659'KM) EAST OF REELFOOT LAKE ON TOP OF CHIGGER RIDGE IN OBION COUNTY, TN.
 GD1659'TO REACH THE STATION FROM THE Y INTERSECTION OF STATE HIGHWAYS 21 AND
 GD1659'22 LOCATED 1.0 MI (1.6 KM) E OF THE LAKE CO OBION CO, TN LINE, PROCEED
 GD1659'NE ALONG HIGHWAY 22 FOR 2.8 MI (4.5 KM) TO THE INTERSECTION OF HIGHWAY
 GD1659'22 AND REELFOOT AVENUE IN SAMBURG, TN. PROCEED THROUGH THE
 GD1659'INTERSECTION AND CONTINUE NE ALONG HIGHWAY 22 FOR 0.7 MI (1.1 KM) TO A
 GD1659'PAVED ROAD, OLD SAMBURG ROAD, ON THE RIGHT. TURN RIGHT ON OLD SAMBURG
 GD1659'ROAD AND PROCEED E FOR 0.55 MI (0.89 KM) TO A TRACK ROAD ON THE RIGHT
 GD1659'AND THE STATION ON THE RIGHT.
 GD1659' 
 GD1659'THE STATION IS 61.5 FT (18.7 M) SSW OF THE CENTERLINE OF OLD SAMBURG
 GD1659'ROAD, 17.5 FT (5.3 M) WNW OF THE CENTERLINE OF THE TRACK ROAD, 49 FT
 GD1659'(14.9 M) WNW OF A 30 INCH OAK TREE AND 2.5 FT (0.8 M) N OF AN ORANGE
 GD1659'CARSONITE WITNESS POST.  STATION IS A STANDARD CGS DISK SET IN THE TOP
 GD1659'OF A 12 INCH SQUARE, FLUSH CONCRETE SETTING.  THE DISK IS STAMPED
 GD1659'CHIGGER 1929 1934 1967.  RM 2 AND RM 4 NOT FOUND.  SUSPECT DESTROYED
 GD1659'BY NEW ROAD CONSTRUCTION.  RM 5 AND PTS 11 W TN SEARCHED FOR BUT NOT
 GD1659'FOUND. DESCRIBED BY JAMES M HAMRA, MEM COE, AT 901 573-4181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2650 ***********************************************************************
 FB2650  DESIGNATION -  CHILHOWEE
 FB2650  PID         -  FB2650
 FB2650  STATE/COUNTY-  TN/BLOUNT
 FB2650  USGS QUAD   -  WILDWOOD (1988)
 FB2650
 FB2650                         *CURRENT SURVEY CONTROL
 FB2650  ___________________________________________________________________
 FB2650* NAD 83(1995)-  35 45 54.19648(N)    083 45 30.99549(W)     ADJUSTED  
 FB2650* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 FB2650  ___________________________________________________________________
 FB2650  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 FB2650  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB2650
 FB2650  HORZ ORDER  -  THIRD
 FB2650
 FB2650.The horizontal coordinates were established by classical geodetic methods
 FB2650.and adjusted by the National Geodetic Survey in April 1999..
 FB2650.No horizontal observational check was made to the station.
 FB2650
 FB2650.The orthometric height was scaled from a topographic map.
 FB2650
 FB2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2650
 FB2650.The geoid height was determined by GEOID03.
 FB2650
 FB2650;                    North         East     Units Scale Factor Converg.
 FB2650;SPC TN       -   161,168.763   802,661.703   MT  0.99994912   +1 18 43.9
 FB2650;SPC TN       -   528,767.85  2,633,399.27   sFT  0.99994912   +1 18 43.9
 FB2650;UTM  17      - 3,961,400.633   250,606.901   MT  1.00036649   -1 36 47.3
 FB2650
 FB2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2650!SPC TN       -   0.99986837  x   0.99994912  =   0.99981750
 FB2650!UTM  17      -   0.99986837  x   1.00036649  =   1.00023481
 FB2650
 FB2650                          SUPERSEDED SURVEY CONTROL
 FB2650
 FB2650  NAD 83(1995)-  35 45 54.20042(N)    083 45 31.00363(W) AD(       ) 3
 FB2650  NAD 83(1986)-  35 45 54.19285(N)    083 45 30.99829(W) AD(       ) 3
 FB2650  NAD 27      -  35 45 53.85427(N)    083 45 31.38262(W) AD(       ) 3
 FB2650
 FB2650.Superseded values are not recommended for survey control.
 FB2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2650.See file dsdata.txt to determine how the superseded data were derived.
 FB2650
 FB2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5060761401(NAD 83)
 FB2650_MARKER: DD = SURVEY DISK
 FB2650_SETTING: 66 = SET IN ROCK OUTCROP
 FB2650_SP_SET: SET IN ROCK OUTCROP
 FB2650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2650+STABILITY: POSITION/ELEVATION WELL
 FB2650
 FB2650  HISTORY     - Date     Condition        Report By
 FB2650  HISTORY     - 1928     MONUMENTED       USGS
 FB2650
 FB2650                          STATION DESCRIPTION
 FB2650
 FB2650'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 FB2650'STATION IS ON SUMMIT OF CHILHOWEE MOUNTAIN 1.5 MI SW. OF MILLSTONE
 FB2650'GAP, 2.0 MI W. OF DOYLE SPRINGS, 4.0 MI SE. OF ELLIJAY AND ABOUT
 FB2650'4.0 MI NE. OF WALLAND ON LITTLE TENNESSEE RIVER.  THE PEAK IS
 FB2650'BETWEEN HEADWATERS OF READ CREEK ON S. AND ELLIJAY CREEK ON N.
 FB2650'STATION IS ON HIGHEST POINT AND ABOUT MIDWAY OF HOG-BACK SHAPED
 FB2650'MOUNTAIN.  TIMBER WAS CLEARED TO AFFORD A GOOD VIEW.
 FB2650'
 FB2650'STATION MARK, STANDARD DISK SET IN SANDSTONE OUTCROP AND ABOUT
 FB2650'MIDWAY BETWEEN TWO PINE TREES LEFT STANDING AND ABOUT 6 FT APART.
 FB2650'
 FB2650'SIGNAL, TWO PINE TREES WITH TARGET BETWEEN AND FLAGS IN ONE TO E.
 FB2650'OF STATION MARK.
 FB2650'
 FB2650'FROM STATION MARK TO E. PINE EQUAL, S 83 DEG 01 MIN E.
 FB2650'DISTANT 3.2 FT
 FB2650'FROM STATION MARK TO W. PINE EQUAL, N 74 DEG 58 MIN W.
 FB2650'
 FB2650'STATION CAN BE REACHED BY RD. UP WALDEN CREEK TO HORNET POST OFFICE
 FB2650'THENCE BY TRAIL TO MILLSTONE GAP AND SW. BY TRAIL TO STATION.
 FB2650'A RD. AND TRAIL LEAD FROM ELLIJAY TO MILLSTONE GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2121 ***********************************************************************
 FB2121  DESIGNATION -  CHILL
 FB2121  PID         -  FB2121
 FB2121  STATE/COUNTY-  TN/KNOX
 FB2121  USGS QUAD   -  KNOXVILLE (1978)
 FB2121
 FB2121                         *CURRENT SURVEY CONTROL
 FB2121  ___________________________________________________________________
 FB2121* NAD 83(1995)-  35 57 58.90531(N)    083 58 18.37862(W)     ADJUSTED  
 FB2121* NAVD 88     -       327.802  (meters)    1075.46   (feet)  ADJUSTED  
 FB2121  ___________________________________________________________________
 FB2121  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FB2121  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2121  DYNAMIC HT  -         327.497 (meters)    1074.46  (feet)  COMP
 FB2121  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FB2121
 FB2121  HORZ ORDER  -  SECOND
 FB2121  VERT ORDER  -  SECOND    CLASS 0
 FB2121
 FB2121.The horizontal coordinates were established by classical geodetic methods
 FB2121.and adjusted by the National Geodetic Survey in April 1999..
 FB2121
 FB2121.The orthometric height was determined by differential leveling
 FB2121.and adjusted by the National Geodetic Survey in June 1991..
 FB2121
 FB2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2121
 FB2121.The geoid height was determined by GEOID03.
 FB2121
 FB2121.The dynamic height is computed by dividing the NAVD 88
 FB2121.geopotential number by the normal gravity value computed on the
 FB2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2121.degrees latitude (g = 980.6199 gals.).
 FB2121
 FB2121.The modeled gravity was interpolated from observed gravity values.
 FB2121
 FB2121;                    North         East     Units Scale Factor Converg.
 FB2121;SPC TN       -   183,078.841   782,928.110   MT  0.99995106   +1 11 14.7
 FB2121;SPC TN       -   600,651.16  2,568,656.64   sFT  0.99995106   +1 11 14.7
 FB2121;UTM  17      - 3,984,301.491   232,009.996   MT  1.00048504   -1 44 47.0
 FB2121;UTM  16      - 3,984,458.241   773,082.619   MT  1.00051900   +1 46 46.6
 FB2121
 FB2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2121!SPC TN       -   0.99995337  x   0.99995106  =   0.99990444
 FB2121!UTM  17      -   0.99995337  x   1.00048504  =   1.00043839
 FB2121!UTM  16      -   0.99995337  x   1.00051900  =   1.00047235
 FB2121
 FB2121|---------------------------------------------------------------------|
 FB2121| PID    Reference Object                     Distance      Geod. Az  |
 FB2121|                                                           dddmmss.s |
 FB2121| FB2122 CHILL RM 1                           19.284 METERS 17047     |
 FB2121| FB2660 KNOXVILLE RADIO STA WIVK MAST       APPROX. 1.1 KM 2384816.5 |
 FB2121| FB2120 CHILL RM 2                           18.593 METERS 25033     |
 FB2121|---------------------------------------------------------------------|
 FB2121
 FB2121                          SUPERSEDED SURVEY CONTROL
 FB2121
 FB2121  NAD 83(1995)-  35 57 58.91276(N)    083 58 18.37655(W) AD(       ) 2
 FB2121  NAD 83(1986)-  35 57 58.91849(N)    083 58 18.37476(W) AD(       ) 2
 FB2121  NAD 27      -  35 57 58.62280(N)    083 58 18.70960(W) AD(       ) 2
 FB2121  NGVD 29 (??/??/92)  327.934  (m)         1075.90   (f) ADJ UNCH    2 0
 FB2121
 FB2121.Superseded values are not recommended for survey control.
 FB2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2121.See file dsdata.txt to determine how the superseded data were derived.
 FB2121
 FB2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3201084301(NAD 83)
 FB2121_MARKER: DE = TRAVERSE STATION DISK
 FB2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2121_STAMPING: CHILL 1960
 FB2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2121+STABILITY: SURFACE MOTION
 FB2121
 FB2121  HISTORY     - Date     Condition        Report By
 FB2121  HISTORY     - 1960     MONUMENTED       CGS
 FB2121  HISTORY     - 1961     GOOD             NGS
 FB2121  HISTORY     - 1982     GOOD             LOCENG
 FB2121
 FB2121                          STATION DESCRIPTION
 FB2121
 FB2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2121'THE STATION IS LOCATED AT THE EXTREME WEST EDGE OF KNOXVILLE, ON
 FB2121'PROPERTY OF THE KNOXVILLE UTILITY BOARD.  IT IS IN AN OPEN AREA
 FB2121'BOUNDED ON THE NORTH BY AZALEA AVENUE, ON THE EAST BY CHILLOCOTHE
 FB2121'STREET NW, AND ON THE SOUTH BY SANDERSON LANE.
 FB2121'
 FB2121'TO REACH THE STATION FROM THE PLEASANT RIDGE ELEMENTARY SCHOOL IN THE
 FB2121'PLEASANT RIDGE PARK COMMUNITY, GO SOUTHEASTERLY ON PLEASANT RIDGE
 FB2121'ROAD FOR 2.55 MILES TO BALL CAMP PIKE, (U.S. HIGHWAY NO. 62).  HERE
 FB2121'SHARP RIGHT, WEST, ON BALL CAMP
 FB2121'PIKE FOR 0.15 MILE TO CHILLOCOTHE STREET NW ON THE LEFT, TURN LEFT,
 FB2121'SOUTH, ON CHILLOCOTHE STREET NW FOR 0.5 MILE TO THE TOP OF
 FB2121'THE HILL AND THE STATION ON THE RIGHT.
 FB2121'
 FB2121'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED CHILL 1960, SET IN A
 FB2121'10-INCH, SQUARE, CONCRETE MONUMENT WHICH IS FLUSH. IT IS 99 FEET
 FB2121'NORTH OF THE MOST NORTHERLY ONE OF TWO POWER LINE POLES, 43 FEET
 FB2121'SOUTHWEST OF A LARGE OAK TREE, 38 FEET WEST OF THE CENTER OF
 FB2121'CHILLOCOTHE STREET NW, AND 2.2 FEET SOUTH OF A WITNESS SIGN.
 FB2121'
 FB2121'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CHILL NO 1 1960, SET
 FB2121'IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 FB2121'IT IS 35.5 FEET NORTH OF THE MOST NORTHERLY ONE OF TWO POWER LINE
 FB2121'POLES, 30 FEET WEST OF THE CENTER OF CHILLOCOTHE STREET NW, AND
 FB2121'ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION.
 FB2121'
 FB2121'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CHILL NO 2 1960, SET
 FB2121'IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 FB2121'IT IS 44 FEET NORTH OF A LARGE GUY POLE.
 FB2121'
 FB2121'NO AZIMUTH MARK WAS ESTABLISHED.  KNOXVILLE, RADIO STATION WIVK MAST
 FB2121'ABOUT 0.7 MILE WEST OF THE STATION WILL SERVE AS AN AZIMUTH MARK.
 FB2121'
 FB2121'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 FB2121
 FB2121                          STATION RECOVERY (1961)
 FB2121
 FB2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2121'IN KNOXVILLE.
 FB2121'THIS MARK IS LOCATED AT THE INTERSECTION OF CHILLOCOTHE STREET
 FB2121'AND SANDERSON LANE AT THE CREST OF A STEEP HILL, 99 FT. NORTH
 FB2121'OF THE MOST NORTHERLY ON OF TWO POWER LINE POLES, 43 FT. SOUTHWEST
 FB2121'OF A LARGE OAK TREE, 38 FT. WEST OF THE CENTER OF CHILLOCOTHE
 FB2121'STREET, AND 2.2 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET
 FB2121'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 3 FT.
 FB2121'BELOW THE LEVEL OF THE ROAD.
 FB2121
 FB2121                          STATION RECOVERY (1982)
 FB2121
 FB2121'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2122 ***********************************************************************
 FB2122  DESIGNATION -  CHILL RM 1
 FB2122  PID         -  FB2122
 FB2122  STATE/COUNTY-  TN/KNOX
 FB2122  USGS QUAD   -  KNOXVILLE (1978)
 FB2122
 FB2122                         *CURRENT SURVEY CONTROL
 FB2122  ___________________________________________________________________
 FB2122* NAD 83(1986)-  35 57 58.     (N)    083 58 18.     (W)     SCALED    
 FB2122* NAVD 88     -       327.238  (meters)    1073.61   (feet)  ADJUSTED  
 FB2122  ___________________________________________________________________
 FB2122  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2122  DYNAMIC HT  -         326.934 (meters)    1072.62  (feet)  COMP
 FB2122  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FB2122
 FB2122  VERT ORDER  -  SECOND    CLASS 0
 FB2122
 FB2122.The horizontal coordinates were scaled from a topographic map and have
 FB2122.an estimated accuracy of +/- 6 seconds.
 FB2122
 FB2122.The orthometric height was determined by differential leveling
 FB2122.and adjusted by the National Geodetic Survey in June 1991..
 FB2122
 FB2122.The geoid height was determined by GEOID03.
 FB2122
 FB2122.The dynamic height is computed by dividing the NAVD 88
 FB2122.geopotential number by the normal gravity value computed on the
 FB2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2122.degrees latitude (g = 980.6199 gals.).
 FB2122
 FB2122.The modeled gravity was interpolated from observed gravity values.
 FB2122
 FB2122;                    North         East    Units  Estimated Accuracy
 FB2122;SPC TN       -   183,050.      782,940.      MT  (+/- 180 meters Scaled)
 FB2122
 FB2122                          SUPERSEDED SURVEY CONTROL
 FB2122
 FB2122  NGVD 29 (??/??/92)  327.370  (m)         1074.05   (f) ADJ UNCH    2 0
 FB2122
 FB2122.Superseded values are not recommended for survey control.
 FB2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2122.See file dsdata.txt to determine how the superseded data were derived.
 FB2122
 FB2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV320842(NAD 83)
 FB2122_MARKER: DR = REFERENCE MARK DISK
 FB2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2122_STAMPING: CHILL NO 1 1960
 FB2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2122+STABILITY: SURFACE MOTION
 FB2122
 FB2122  HISTORY     - Date     Condition        Report By
 FB2122  HISTORY     - 1960     MONUMENTED       CGS
 FB2122  HISTORY     - 1961     GOOD             NGS
 FB2122  HISTORY     - 1982     GOOD             LOCENG
 FB2122
 FB2122                          STATION DESCRIPTION
 FB2122
 FB2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2122'IN KNOXVILLE.
 FB2122'THIS MARK IS LOCATED AT THE INTERSECTION OF CHILLOCOTHE STREET
 FB2122'AND SANDERSON LANE AT THE CREST OF A STEEP HILL, 63.3 FT. SOUTH
 FB2122'OF THE STATION MARK, 35.5 FT. NORTH OF THE MOST NORTHERLY ONE
 FB2122'OF TWO POWER LINE POLES, 30 FT. WEST OF THE CENTER OF CHILLOCOTHE
 FB2122'STREET.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FB2122'THE GROUND AND ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
 FB2122
 FB2122                          STATION RECOVERY (1982)
 FB2122
 FB2122'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2120 ***********************************************************************
 FB2120  DESIGNATION -  CHILL RM 2
 FB2120  PID         -  FB2120
 FB2120  STATE/COUNTY-  TN/KNOX
 FB2120  USGS QUAD   -  KNOXVILLE (1978)
 FB2120
 FB2120                         *CURRENT SURVEY CONTROL
 FB2120  ___________________________________________________________________
 FB2120* NAD 83(1986)-  35 57 58.     (N)    083 58 18.     (W)     SCALED    
 FB2120* NAVD 88     -       327.127  (meters)    1073.25   (feet)  ADJUSTED  
 FB2120  ___________________________________________________________________
 FB2120  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2120  DYNAMIC HT  -         326.823 (meters)    1072.25  (feet)  COMP
 FB2120  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FB2120
 FB2120  VERT ORDER  -  SECOND    CLASS 0
 FB2120
 FB2120.The horizontal coordinates were scaled from a topographic map and have
 FB2120.an estimated accuracy of +/- 6 seconds.
 FB2120
 FB2120.The orthometric height was determined by differential leveling
 FB2120.and adjusted by the National Geodetic Survey in June 1991..
 FB2120
 FB2120.The geoid height was determined by GEOID03.
 FB2120
 FB2120.The dynamic height is computed by dividing the NAVD 88
 FB2120.geopotential number by the normal gravity value computed on the
 FB2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2120.degrees latitude (g = 980.6199 gals.).
 FB2120
 FB2120.The modeled gravity was interpolated from observed gravity values.
 FB2120
 FB2120;                    North         East    Units  Estimated Accuracy
 FB2120;SPC TN       -   183,050.      782,940.      MT  (+/- 180 meters Scaled)
 FB2120
 FB2120                          SUPERSEDED SURVEY CONTROL
 FB2120
 FB2120  NGVD 29 (??/??/92)  327.259  (m)         1073.68   (f) ADJ UNCH    2 0
 FB2120
 FB2120.Superseded values are not recommended for survey control.
 FB2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2120.See file dsdata.txt to determine how the superseded data were derived.
 FB2120
 FB2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV320842(NAD 83)
 FB2120_MARKER: DR = REFERENCE MARK DISK
 FB2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2120_STAMPING: CHILL NO 2 1960
 FB2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2120+STABILITY: SURFACE MOTION
 FB2120
 FB2120  HISTORY     - Date     Condition        Report By
 FB2120  HISTORY     - 1960     MONUMENTED       CGS
 FB2120  HISTORY     - 1961     GOOD             NGS
 FB2120  HISTORY     - 1982     GOOD             LOCENG
 FB2120
 FB2120                          STATION DESCRIPTION
 FB2120
 FB2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2120'IN KNOXVILLE.
 FB2120'THIS MARK IS LOCATED AT THE INTERSECTION OF CHILLOCOTHE STREET
 FB2120'AND SANDERSON LANE AT THE CREST OF A STEEP HILL, 61 FT. WEST
 FB2120'OF THE STATION MARK, AND 44 FT. NORTH OF A LARGE GUY POLE.  THE
 FB2120'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FB2120'AND ABOUT 6 FT. BELOW THE LEVEL OF THE ROAD.
 FB2120
 FB2120                          STATION RECOVERY (1982)
 FB2120
 FB2120'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3395 ***********************************************************************
 GA3395  DESIGNATION -  CHIMNEY MT LOOKOUT TOWER
 GA3395  PID         -  GA3395
 GA3395  STATE/COUNTY-  TN/HAWKINS
 GA3395  USGS QUAD   -  LOVELACE (1971)
 GA3395
 GA3395                         *CURRENT SURVEY CONTROL
 GA3395  ___________________________________________________________________
 GA3395* NAD 83(1995)-  36 24 29.38367(N)    082 42 25.11623(W)     ADJUSTED  
 GA3395* NAVD 88     -                                                        
 GA3395  ___________________________________________________________________
 GA3395  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GA3395  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA3395
 GA3395  HORZ ORDER  -  THIRD
 GA3395
 GA3395.The horizontal coordinates were established by classical geodetic methods
 GA3395.and adjusted by the National Geodetic Survey in April 1999..
 GA3395
 GA3395
 GA3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3395
 GA3395.The geoid height was determined by GEOID03.
 GA3395
 GA3395;                    North         East     Units Scale Factor Converg.
 GA3395;SPC TN       -   235,173.786   895,317.426   MT  0.99999850   +1 55 40.3
 GA3395;SPC TN       -   771,566.00  2,937,387.26   sFT  0.99999850   +1 55 40.3
 GA3395;UTM  17      - 4,030,574.603   346,944.168   MT  0.99988863   -1 00 48.0
 GA3395
 GA3395                          SUPERSEDED SURVEY CONTROL
 GA3395
 GA3395  NAD 83(1995)-  36 24 29.38575(N)    082 42 25.11901(W) AD(       ) 4
 GA3395  NAD 83(1995)-  36 24 29.39313(N)    082 42 25.13433(W) AD(       ) 4
 GA3395  NAD 83(1995)-  36 24 29.38875(N)    082 42 25.11916(W) AD(       ) 4
 GA3395  NAD 83(1986)-  36 24 29.39124(N)    082 42 25.12021(W) AD(       ) 4
 GA3395  NAD 27      -  36 24 29.03010(N)    082 42 25.54850(W) AD(       ) 3
 GA3395
 GA3395.Superseded values are not recommended for survey control.
 GA3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3395.See file dsdata.txt to determine how the superseded data were derived.
 GA3395
 GA3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4694430575(NAD 83)
 GA3395_MARKER: 57 = LOOKOUT TOWER
 GA3395_MARK LOGO: CGS   
 GA3395
 GA3395  HISTORY     - Date     Condition        Report By
 GA3395  HISTORY     - 1961     FIRST OBSERVED   CGS
 GA3395
 GA3395                          STATION DESCRIPTION
 GA3395
 GA3395'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3395'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF FALL BRANCH, 3
 GA3395'MILES NORTH OF
 GA3395'JEAROLDSTOWN, AT THE TRI-COUNTY CORNER OF HAWKINS,
 GA3395'GREENE AND SULLIVAN AND ON THE
 GA3395'SOUTHWESTERLY AND HIGHEST KNOB OF THE
 GA3395'BAYS MOUNTAIN LOCALLY KNOWN AS CHIMNEY TOP
 GA3395'MOUNTAIN.
 GA3395'
 GA3395'TO REACH THE STATION FROM THE POST OFFICE IN FALL BRANCH, GO NORTH ON
 GA3395'STATE HIGHWAY 81 FOR 1.5
 GA3395'MILES TO A SIDE ROAD ON THE LEFT, TURN SHARP LEFT
 GA3395'AND GO 5.5 MILES TO A SIDE ROAD ON
 GA3395'THE RIGHT, JUST AFTER PASSING A
 GA3395'CITIES SERVICE STATION ON THE RIGHT, TURN RIGHT AND
 GA3395'GO 1.0 MILE TO A
 GA3395'FORK, KEEP RIGHT AND GO 0.05 MILE TO A FORK, KEEP LEFT AND GO 0.15
 GA3395'MILE TO A WIRE
 GA3395'GATE AT A HOUSE ON THE RIGHT, PASS THROUGH GATE AND GO
 GA3395'0.45 MILE TO A GAP IN FENCE, PASS
 GA3395'THROUGH GAP AND GO 0.05 MILE TO A
 GA3395'FORK, KEEP RIGHT, UP HILL AND GO 0.5 MILE TO THE END
 GA3395'OF TRUCK TRAVEL.
 GA3395'HERE PACK NORTHERLY TO THE TOP OF THE RIDGE, THEN RIGHT ALONG RIDGE
 GA3395'TO THE TOP OF KNOB
 GA3395'AND THE STATION.
 GA3395'
 GA3395'THE STATION IS A 4-LEGGED WOODEN STRUCTURE WITH A CAB, ITS OVER-ALL
 GA3395'HEIGHT IS ABOUT 20 FEET.
 GA3395'
 GA3395'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CHIMNEY TO
 GA3395'THE INTERSECTION OF
 GA3395'DIAGONALS BETWEEN THE BASE OF THE LEGS.  THIS WAS THE
 GA3395'POINT INTERSECTED.  THE DISTANCE
 GA3395'IS 4.815 METERS - 15.80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3396 ***********************************************************************
 GA3396  DESIGNATION -  CHIMNEY RESET
 GA3396  PID         -  GA3396
 GA3396  STATE/COUNTY-  TN/HAWKINS
 GA3396  USGS QUAD   -  LOVELACE (1971)
 GA3396
 GA3396                         *CURRENT SURVEY CONTROL
 GA3396  ___________________________________________________________________
 GA3396* NAD 83(1995)-  36 24 29.42548(N)    082 42 24.93002(W)     ADJUSTED  
 GA3396* NAVD 88     -       949.1    (meters)    3114.     (feet)  VERTCON   
 GA3396  ___________________________________________________________________
 GA3396  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GA3396  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA3396
 GA3396  HORZ ORDER  -  FIRST
 GA3396
 GA3396.The horizontal coordinates were established by classical geodetic methods
 GA3396.and adjusted by the National Geodetic Survey in April 1999..
 GA3396
 GA3396.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3396
 GA3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3396
 GA3396.The geoid height was determined by GEOID03.
 GA3396
 GA3396;                    North         East     Units Scale Factor Converg.
 GA3396;SPC TN       -   235,175.230   895,322.020   MT  0.99999850   +1 55 40.4
 GA3396;SPC TN       -   771,570.73  2,937,402.33   sFT  0.99999850   +1 55 40.4
 GA3396;UTM  17      - 4,030,575.809   346,948.829   MT  0.99988861   -1 00 47.9
 GA3396
 GA3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3396!SPC TN       -   0.99985600  x   0.99999850  =   0.99985450
 GA3396!UTM  17      -   0.99985600  x   0.99988861  =   0.99974462
 GA3396
 GA3396:                Primary Azimuth Mark                     Grid Az
 GA3396:SPC TN       -  CHIMNEY AZ MK                            054 10 49.4
 GA3396:UTM  17      -  CHIMNEY AZ MK                            057 07 17.7
 GA3396
 GA3396|---------------------------------------------------------------------|
 GA3396| PID    Reference Object                     Distance      Geod. Az  |
 GA3396|                                                           dddmmss.s |
 GA3396| DB9008 CHIMNEY AZ MK                                      0560629.8 |
 GA3396| GA3392 AIRWAY BEACON 23                    444.767 METERS 0564350.8 |
 GA3396| DB9011 CHIMNEY RM 3                          3.983 METERS 09240     |
 GA3396| DB9010 CHIMNEY RM 2                          3.551 METERS 17556     |
 GA3396| DB9009 CHIMNEY RM 1                          6.688 METERS 25404     |
 GA3396| GA3395 CHIMNEY MT LOOKOUT TOWER              4.815 METERS 25429     |
 GA3396|---------------------------------------------------------------------|
 GA3396
 GA3396                          SUPERSEDED SURVEY CONTROL
 GA3396
 GA3396  NAD 83(1995)-  36 24 29.42756(N)    082 42 24.93281(W) AD(       ) 1
 GA3396  NAD 83(1995)-  36 24 29.43494(N)    082 42 24.94812(W) AD(       ) 1
 GA3396  NAD 83(1995)-  36 24 29.43056(N)    082 42 24.93295(W) AD(       ) 1
 GA3396  NAD 83(1986)-  36 24 29.43304(N)    082 42 24.93401(W) AD(       ) 1
 GA3396  NAD 27      -  36 24 29.07191(N)    082 42 25.36232(W) AD(       ) 1
 GA3396  NGVD 29 (07/19/86)  949.2    (m)         3114.     (f) VERT ANG       
 GA3396
 GA3396.Superseded values are not recommended for survey control.
 GA3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3396.See file dsdata.txt to determine how the superseded data were derived.
 GA3396
 GA3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4694930576(NAD 83)
 GA3396_MARKER: H = DRILL HOLE
 GA3396_SETTING: 80 = SET IN A BOULDER
 GA3396
 GA3396  HISTORY     - Date     Condition        Report By
 GA3396  HISTORY     - 1894     MONUMENTED       CGS
 GA3396  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GA3396  HISTORY     - 1961     GOOD             CGS
 GA3396  HISTORY     - 1963     GOOD             TNHD
 GA3396  HISTORY     - 1964     GOOD             CGS
 GA3396
 GA3396                          STATION DESCRIPTION
 GA3396
 GA3396'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (AHB)
 GA3396'ABOUT 4-1/2 MILES WEST-SOUTHWEST OF FALL BRANCH, ABOUT 3 MILES NORTH
 GA3396'OF JEAROLDSTOWN, AT
 GA3396'TRICOUNTY CORNER OF HAWKINS, GREENE, AND SULLIVAN
 GA3396'COUNTIES, AND ON MOST SOUTHWESTERLY
 GA3396'AND HIGHEST KNOB OF SPUR OF BAYS
 GA3396'MOUNTAIN (KNOWN AS CHIMNEYTOP MOUNTAIN.  TO REACH FROM
 GA3396'POST OFFICE AT
 GA3396'FALL BRANCH, FOLLOW ROUTE 81 NORTH 1.5 MILES, TURN SHARPLY TO LEFT
 GA3396'ONTO GRAVEL ROAD,
 GA3396'GO 0.8 MILE, TURN ONTO T-ROAD TO RIGHT, FOLLOW MAIN
 GA3396'ROAD STRAIGHT AHEAD 3.7 MILES TO
 GA3396'FORK, TURN RIGHT AND GO 0.2 MILE TO
 GA3396'CHIMNEY TOP SCHOOL AND CHURCH, THENCE CONTINUE ON
 GA3396'FOOT BY TRAIL UP
 GA3396'RIDGE PAST HOUSE OF LOM (LUM) BAXTER 1-1/4 MILES TO TOP OF RIDGE,
 GA3396'TURN LEFT ALONG
 GA3396'FENCE LINE AND PROCEED ABOUT 1/4 MILE TO
 GA3396'TRIANGLE-BLAZED OAK ON WEST SIDE
 GA3396'OF CHIMNEYS, FROM WHICH POINT CLIMB
 GA3396'TO TOP OF CLIFF AND CONTINUE ALONG TOP ABOUT 1/2
 GA3396'MILE TO TOP OF KNOB
 GA3396'AND STATION SITE AT NORTHERN END OF RIDGE.  MARK WAS DRILL HOLE AT
 GA3396'INTERSECTION OF
 GA3396'NORTH-SOUTH AND EAST-WEST GROOVES CUT IN ROCK IN
 GA3396'SITU.  WITNESS MARKS WERE DRILL
 GA3396'HOLES, AT MORE DISTANT ENDS OF ARROWS
 GA3396'WHICH POINTED TOWARD STATION, CUT IN ROCK.  ONE
 GA3396'WAS 11 FEET 8 INCHES
 GA3396'FROM STATION S 4 DEG 18 MIN E,  SECOND WAS 6.688 METERS
 GA3396'(21.94 FEET)
 GA3396'FROM STATION S 74 DEG 04 MIN W, AND THIRD WAS 10 FEET 8 INCHES
 GA3396'FROM STATION N 12 DEG 16 MIN W.
 GA3396
 GA3396                          STATION RECOVERY (1934)
 GA3396
 GA3396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GA3396'IN 1934 STANDARD STATION DISK WAS SET IN DRILL HOLE OF STATION
 GA3396'MARK, AND TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE
 GA3396'ESTABLISHED BY SETTING STANDARD REFERENCE DISKS IN BOULDERS.
 GA3396'REFERENCE MARK NO. 1 IS ALONG TOP OF RIDGE, IN OLD DRILL HOLE,
 GA3396'6.688 METERS (21.94 FEET) FROM STATION S 74 DEG 04 MIN W.
 GA3396'NO. 2 IS ON DOWNWARD SLOPE OF RIDGE, 3.551 METERS (11.65
 GA3396'FEET) FROM STATION.  AZIMUTH MARK IS ON
 GA3396'KNOB SLIGHTLY LOWER THAN AND 0.25 MILE FROM STATION.
 GA3396'FOLLOWING DISTANCES AND AZIMUTHS ARE FROM
 GA3396'STATION - KINGSPORT, EASTMAN KODAK CORPORATION, STACK, 12
 GA3396'MILES, 049 DEG 02 MIN 13 SEC, AND FALL BRANCH BAPTIST CHURCH
 GA3396'(WHITE), 5 MILES, 082 DEG 19 MIN 54 SEC.
 GA3396
 GA3396                          STATION RECOVERY (1961)
 GA3396
 GA3396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3396'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 GA3396'RECOVERED AND FOUND IN FAIR
 GA3396'CONDITION, THE DISKS HAVE BEEN DEFACED AND ARE NOT VERY
 GA3396'LEGIBLE.  REFERENCE MARK NO.  1
 GA3396'WAS NOT FOUND.  THIS PARTY
 GA3396'ESTABLISHED REFERENCE MARK NO. 3.  A LOOKOUT TOWER
 GA3396'HAS BEEN BUILT NEAR
 GA3396'THE STATION.
 GA3396'
 GA3396'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF FALL BRANCH,
 GA3396'ABOUT 3 MILES NORTH OF
 GA3396'JEAROLDSTOWN, AT THE TRI-COUNTY CORNER OF HAWKINS,
 GA3396'GREENE AND SULLIVAN AND ON THE
 GA3396'SOUTHWESTERLY AND HIGHEST KNOB OF THE
 GA3396'BAYS MOUNTAIN LOCALLY KNOWN AS CHIMNEY TOP
 GA3396'MOUNTAIN.
 GA3396'
 GA3396'TO REACH THE STATION FROM THE POST OFFICE IN FALL BRANCH, GO NORTH ON
 GA3396'STATE HIGHWAY 81 FOR 1.5
 GA3396'MILES TO A SIDE ROAD ON THE LEFT TURN SHARP LEFT
 GA3396'AND GO 5.5 MILES TO A SIDE ROAD ON
 GA3396'THE RIGHT, JUST AFTER PASSING A
 GA3396'CITIES SERVICE STATION ON THE RIGHT, TURN RIGHT AND
 GA3396'GO 1.0 MILE TO A
 GA3396'FORK, KEEP RIGHT AND GO 0.05 MILE TO A FORK, KEEP LEFT AND GO 0.15
 GA3396'MILE TO A WIRE
 GA3396'GATE AT A HOUSE ON THE RIGHT, PASS THROUGH GATE AND GO
 GA3396'0.45 MILE TO A GAP IN FENCE, PASS
 GA3396'THROUGH GAP AND GO 0.05 MILE TO A
 GA3396'FORK, KEEP RIGHT, UP HILL AND GO 0.5 MILE TO THE END
 GA3396'OF TRUCK TRAVEL.
 GA3396'HERE PACK NORTHERLY TO THE TOP OF THE RIDGE, THEN RIGHT ALONG RIDGE
 GA3396'TO THE TOP OF KNOB
 GA3396'AND THE STATION NEAR THE LOOKOUT TOWER.
 GA3396'
 GA3396'THE STATION MARK IS A STANDARD DISK, STAMPED CHIMNEY 1934, CEMENTED
 GA3396'IN A DRILLED HOLE IN
 GA3396'A BOULDER FLUSH.  THE BOULDER PROJECTS ABOUT 2 FEET
 GA3396'ON THE EASTERN SIDE.  IT IS 11.3
 GA3396'FEET EAST OF THE SOUTHEAST LEG OF
 GA3396'THE LOOKOUT TOWER.
 GA3396'
 GA3396'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CHIMNEY NO 2 1934,
 GA3396'CEMENTED IN A DRILLED HOLE
 GA3396'IN A BOULDER FLUSH.  THE BOULDER PROJECTS ABOUT 2 FEET
 GA3396'OF THE SOUTHERN SIDE.  IT IS 12.4
 GA3396'FEET SOUTH OF THE SOUTHEAST LEG OF
 GA3396'THE LOOKOUT TOWER.
 GA3396'
 GA3396'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED CHIMNEY NO 3 1894
 GA3396'1934, CEMENTED IN A
 GA3396'DRILLED HOLE IN A BOULDER FLUSH.  IT IS 23.8 FEET EAST
 GA3396'OF THE SOUTHEAST LEG OF THE
 GA3396'LOOKOUT TOWER.
 GA3396'
 GA3396'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED CHIMNEY AZI
 GA3396'1934, CEMENTED IN A
 GA3396'DRILLED HOLE IN A BOULDER FLUSH.  IT IS 35 FEET
 GA3396'NORTHWEST OF THE AIRWAY BEACON
 GA3396'NO. 23 AND SET ON THE NORTHERN SLOPE
 GA3396'OF THE RIDGE.
 GA3396
 GA3396                          STATION RECOVERY (1963)
 GA3396
 GA3396'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GA3396'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 GA3396'HORIZONTAL DISTANCES
 GA3396'WERE MEASURED BETWEEN THE STATION AND THE REFERENCE MARKS
 GA3396'AND WERE FOUND TO CHECK THE
 GA3396'1961 MEASUREMENTS.  THE 1961 DESCRIPTION
 GA3396'IS ADEQUATE.
 GA3396
 GA3396                          STATION RECOVERY (1964)
 GA3396
 GA3396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3396'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AND
 GA3396'FOUND FAIR CONDITION.
 GA3396'ALL DISKS HAVE BEEN DEFACED AND ARE NOT VERY
 GA3396'LEGIBLE.  THE DESCRIPTION TO REACH
 GA3396'THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0631 ***********************************************************************
 GB0631  DESIGNATION -  CHISELED SQUARE
 GB0631  PID         -  GB0631
 GB0631  STATE/COUNTY-  TN/ANDERSON
 GB0631  USGS QUAD   -  NORRIS (1990)
 GB0631
 GB0631                         *CURRENT SURVEY CONTROL
 GB0631  ___________________________________________________________________
 GB0631* NAD 83(1986)-  36 11 33.     (N)    084 03 16.     (W)     SCALED    
 GB0631* NAVD 88     -       288.34   (+/-2cm)     946.0    (feet)  VERTCON   
 GB0631  ___________________________________________________________________
 GB0631  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0631
 GB0631  VERT ORDER  -  ? (See Below)
 GB0631
 GB0631.The horizontal coordinates were scaled from a topographic map and have
 GB0631.an estimated accuracy of +/- 6 seconds.
 GB0631
 GB0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB0631.The vertical order pertains to the NGVD 29 superseded value.
 GB0631
 GB0631.The geoid height was determined by GEOID03.
 GB0631
 GB0631;                    North         East    Units  Estimated Accuracy
 GB0631;SPC TN       -   208,010.      774,970.      MT  (+/- 180 meters Scaled)
 GB0631
 GB0631                          SUPERSEDED SURVEY CONTROL
 GB0631
 GB0631  NGVD 29 (??/??/92)  288.469  (m)          946.42   (f) ADJ UNCH    ?  
 GB0631
 GB0631.Superseded values are not recommended for survey control.
 GB0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0631.See file dsdata.txt to determine how the superseded data were derived.
 GB0631
 GB0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF648093(NAD 83)
 GB0631_MARKER: Q = CHISELED SQUARE
 GB0631_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GB0631_SP_SET: UNSPECIFIED ROCK
 GB0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0631
 GB0631  HISTORY     - Date     Condition        Report By
 GB0631  HISTORY     - UNK      MONUMENTED       RBNF
 GB0631  HISTORY     - 1936     GOOD             NGS
 GB0631
 GB0631                          STATION DESCRIPTION
 GB0631
 GB0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GB0631'1.1 MI SW FROM ANDERSONVILLE.
 GB0631'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 GB0631'AT ANDERSONVILLE, ANDERSON COUNTY, AND ON THE TOP OF A ROCK.  A
 GB0631'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1047 ***********************************************************************
 FE1047  DESIGNATION -  CHISELED SQUARE
 FE1047  PID         -  FE1047
 FE1047  STATE/COUNTY-  TN/HARDEMAN
 FE1047  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1047
 FE1047                         *CURRENT SURVEY CONTROL
 FE1047  ___________________________________________________________________
 FE1047* NAD 83(1986)-  35 16 38.     (N)    089 03 53.     (W)     SCALED    
 FE1047* NAVD 88     -       145.761  (meters)     478.22   (feet)  ADJUSTED  
 FE1047  ___________________________________________________________________
 FE1047  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE1047  DYNAMIC HT  -         145.627 (meters)     477.78  (feet)  COMP
 FE1047  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 FE1047
 FE1047  VERT ORDER  -  SECOND    CLASS 0
 FE1047
 FE1047.The horizontal coordinates were scaled from a topographic map and have
 FE1047.an estimated accuracy of +/- 6 seconds.
 FE1047
 FE1047.The orthometric height was determined by differential leveling
 FE1047.and adjusted by the National Geodetic Survey in June 1991..
 FE1047
 FE1047.The geoid height was determined by GEOID03.
 FE1047
 FE1047.The dynamic height is computed by dividing the NAVD 88
 FE1047.geopotential number by the normal gravity value computed on the
 FE1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1047.degrees latitude (g = 980.6199 gals.).
 FE1047
 FE1047.The modeled gravity was interpolated from observed gravity values.
 FE1047
 FE1047;                    North         East    Units  Estimated Accuracy
 FE1047;SPC TN       -   109,090.      321,220.      MT  (+/- 180 meters Scaled)
 FE1047
 FE1047                          SUPERSEDED SURVEY CONTROL
 FE1047
 FE1047  NGVD 29 (??/??/??)  145.746  (m)          478.17   (f) ADJUSTED    2 0
 FE1047
 FE1047.Superseded values are not recommended for survey control.
 FE1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1047.See file dsdata.txt to determine how the superseded data were derived.
 FE1047
 FE1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE122057(NAD 83)
 FE1047_MARKER: Q = CHISELED SQUARE
 FE1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1047_SP_SET: CULVERT
 FE1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1047
 FE1047  HISTORY     - Date     Condition        Report By
 FE1047  HISTORY     - UNK      MONUMENTED       CGS
 FE1047  HISTORY     - 1935     GOOD             CGS
 FE1047  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1047
 FE1047                          STATION DESCRIPTION
 FE1047
 FE1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1047'4.6 MI W FROM BOLIVAR.
 FE1047'4.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1047'PLANT AT BOLIVAR, HARDEMAN COUNTY, 0.8 MILE WEST OF BENCH MARK
 FE1047'G 72 DESCRIBED BELOW, AT THE FOOT OF A HILL, AT A CULVERT, AND ON
 FE1047'THE TOP OF THE WEST END OF A SOUTH HEADWALL.  A CHISELED SQUARE.
 FE1047
 FE1047                          STATION RECOVERY (2002)
 FE1047
 FE1047'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1047'NO SIGN OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2377 ***********************************************************************
 GB2377  DESIGNATION -  CHOATE
 GB2377  PID         -  GB2377
 GB2377  STATE/COUNTY-  TN/FENTRESS
 GB2377  USGS QUAD   -  RIVERTON (1981)
 GB2377
 GB2377                         *CURRENT SURVEY CONTROL
 GB2377  ___________________________________________________________________
 GB2377* NAD 83(1995)-  36 29 45.61466(N)    085 04 17.19988(W)     ADJUSTED  
 GB2377* NAVD 88     -       542.75   (+/-2cm)    1780.7    (feet)  VERTCON   
 GB2377  ___________________________________________________________________
 GB2377  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 GB2377  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB2377
 GB2377  HORZ ORDER  -  SECOND
 GB2377  VERT ORDER  -  THIRD ? (See Below)
 GB2377
 GB2377.The horizontal coordinates were established by classical geodetic methods
 GB2377.and adjusted by the National Geodetic Survey in April 1999..
 GB2377
 GB2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2377.The vertical order pertains to the NGVD 29 superseded value.
 GB2377
 GB2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2377
 GB2377.The geoid height was determined by GEOID03.
 GB2377
 GB2377;                    North         East     Units Scale Factor Converg.
 GB2377;SPC TN       -   240,347.281   683,194.594   MT  1.00001503   +0 32 37.0
 GB2377;SPC TN       -   788,539.37  2,241,447.60   sFT  1.00001503   +0 32 37.0
 GB2377;UTM  16      - 4,040,694.220   672,730.807   MT  0.99996760   +1 08 50.4
 GB2377
 GB2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2377!SPC TN       -   0.99991953  x   1.00001503  =   0.99993456
 GB2377!UTM  16      -   0.99991953  x   0.99996760  =   0.99988713
 GB2377
 GB2377:                Primary Azimuth Mark                     Grid Az
 GB2377:SPC TN       -  CHOATE AZ MK                             009 25 39.1
 GB2377:UTM  16      -  CHOATE AZ MK                             008 49 25.7
 GB2377
 GB2377|---------------------------------------------------------------------|
 GB2377| PID    Reference Object                     Distance      Geod. Az  |
 GB2377|                                                           dddmmss.s |
 GB2377| CG5086 CHOATE AZ MK                                       0095816.1 |
 GB2377| GB2382 PILOT                               APPROX.16.8 KM 2414028.3 |
 GB2377| CG5088 CHOATE RM 2                          32.153 METERS 25035     |
 GB2377| CG5087 CHOATE RM 1                          32.589 METERS 32152     |
 GB2377|---------------------------------------------------------------------|
 GB2377
 GB2377                          SUPERSEDED SURVEY CONTROL
 GB2377
 GB2377  NAD 83(1995)-  36 29 45.61473(N)    085 04 17.20073(W) AD(       ) 2
 GB2377  NAD 83(1995)-  36 29 45.62512(N)    085 04 17.20424(W) AD(       ) 2
 GB2377  NAD 83(1986)-  36 29 45.62557(N)    085 04 17.20514(W) AD(       ) 2
 GB2377  NAD 27      -  36 29 45.38300(N)    085 04 17.37800(W) AD(       ) 2
 GB2377  NGVD 29 (07/19/86)  542.85   (m)         1781.0    (f) LEVELING    3  
 GB2377
 GB2377.Superseded values are not recommended for survey control.
 GB2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2377.See file dsdata.txt to determine how the superseded data were derived.
 GB2377
 GB2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF7273140694(NAD 83)
 GB2377_MARKER: DS = TRIANGULATION STATION DISK
 GB2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2377_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2377
 GB2377  HISTORY     - Date     Condition        Report By
 GB2377  HISTORY     - 1935     MONUMENTED       CGS
 GB2377
 GB2377                          STATION DESCRIPTION
 GB2377
 GB2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2377'STATION IS 5-3/4 MILES SE OF BYRDSTOWN, 8-1/2 MILES S OF THE
 GB2377'TENNESSEE-KENTUCKY STATE LINE, 9-1/2 MILES NE OF JAMESTOWN, ON THE
 GB2377'HIGHEST PART OF RIDGE WHICH IS PART OF DOUBLETOP MOUNTAIN, BETWEEN
 GB2377'THE OBEY RIVER AND CRICKET CREEK, ON THE PROPERTY OF MR. J.K.
 GB2377'CHOATE.
 GB2377'
 GB2377'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2377'DISKS SET IN CONCRETE.
 GB2377'
 GB2377'STATION IS IN A CLEARED FIELD OVER-GROWN WITH BRUSH, 300 YARDS E OF
 GB2377'HOME OF DAVE STEVENS, 115 PACES N OF ROAD, 25 PACES NW OF A 3-FOOT
 GB2377'CHESTNUT TREE WITH A TRIANGULAR BLAZE, 29 FEET WSW OF STUMP 3 FEET
 GB2377'HIGH, AND 60.7 FEET WNW OF A 12-INCH WHITE OAK WHICH IS LEANING TO
 GB2377'THE N.
 GB2377'
 GB2377'REFERENCE MARK NO. 1 IS NW OF STATION IN FIELD AND PROJECTS 3 INCHES.
 GB2377'
 GB2377'REFERENCE MARK NO. 2 IS WSW OF STATION, 22 YARDS E OF A 24-INCH
 GB2377'DOUBLE OAK, AND PROJECTS 6 INCHES.
 GB2377'
 GB2377'AZIMUTH MARK IS N OF STATION AT POINT WHERE RIDGE STARTS SLOPING OFF
 GB2377'SHARPLY TO THE NW, 4 YARDS SOUTHERLY FROM FRINGE OF WOODS, AND IS
 GB2377'FLUSH WITH THE GROUND.
 GB2377'
 GB2377'TO REACH FROM STATIC POST OFFICE, AT THE JUNCTION OF ROUTES 42 AND
 GB2377'28, GO SOUTHERLY ON ROUTE 28 FOR 15.4 MILES TO A GRAVEL T-ROAD
 GB2377'RIGHT.  TURN RIGHT AND GO 6.3 MILES TO THE DOUBLETOP STORE ON LEFT.
 GB2377'CONTINUE 1.0 MILE TO FORKS JUST BEYOND SCHOOLHOUSE, TAKE THE
 GB2377'RIGHT FORK AND GO 0.25 MILE TO A 9-INCH PINE, WITH TRIANGULAR BLAZE
 GB2377'AND STATION 100 YARDS TO THE N.
 GB2377'
 GB2377'A 90-FOOT TOWER REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2366 ***********************************************************************
 GB2366  DESIGNATION -  CHOWNING
 GB2366  PID         -  GB2366
 GB2366  STATE/COUNTY-  TN/CLAY
 GB2366  USGS QUAD   -  DALE HOLLOW RESERVOIR SE (1968)
 GB2366
 GB2366                         *CURRENT SURVEY CONTROL
 GB2366  ___________________________________________________________________
 GB2366* NAD 83(1995)-  36 31 58.69752(N)    085 21 53.96292(W)     ADJUSTED  
 GB2366* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 GB2366  ___________________________________________________________________
 GB2366  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GB2366  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB2366
 GB2366  HORZ ORDER  -  SECOND
 GB2366
 GB2366.The horizontal coordinates were established by classical geodetic methods
 GB2366.and adjusted by the National Geodetic Survey in April 1999..
 GB2366
 GB2366.The orthometric height was scaled from a topographic map.
 GB2366
 GB2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2366
 GB2366.The geoid height was determined by GEOID03.
 GB2366
 GB2366;                    North         East     Units Scale Factor Converg.
 GB2366;SPC TN       -   244,239.405   656,868.033   MT  1.00002270   +0 22 18.3
 GB2366;SPC TN       -   801,308.78  2,155,074.54   sFT  1.00002270   +0 22 18.3
 GB2366;UTM  16      - 4,044,308.810   646,367.515   MT  0.99986395   +0 58 24.5
 GB2366
 GB2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2366!SPC TN       -   0.99994313  x   1.00002270  =   0.99996583
 GB2366!UTM  16      -   0.99994313  x   0.99986395  =   0.99980709
 GB2366
 GB2366:                Primary Azimuth Mark                     Grid Az
 GB2366:SPC TN       -  BARNES                                   086 43 09.2
 GB2366:UTM  16      -  BARNES                                   086 07 03.0
 GB2366
 GB2366|---------------------------------------------------------------------|
 GB2366| PID    Reference Object                     Distance      Geod. Az  |
 GB2366|                                                           dddmmss.s |
 GB2366| GB2365 BARNES                              APPROX. 9.6 KM 0870527.5 |
 GB2366| CG5089 CHOWNING AZ MK                                     1104858.1 |
 GB2366| CG5090 CHOWNING RM 1                        21.174 METERS 18919     |
 GB2366| CG5091 CHOWNING RM 2                        20.613 METERS 29517     |
 GB2366|---------------------------------------------------------------------|
 GB2366
 GB2366                          SUPERSEDED SURVEY CONTROL
 GB2366
 GB2366  NAD 83(1995)-  36 31 58.69799(N)    085 21 53.96359(W) AD(       ) 2
 GB2366  NAD 83(1995)-  36 31 58.70727(N)    085 21 53.96726(W) AD(       ) 2
 GB2366  NAD 83(1986)-  36 31 58.70847(N)    085 21 53.96762(W) AD(       ) 2
 GB2366  NAD 27      -  36 31 58.48200(N)    085 21 54.09600(W) AD(       ) 2
 GB2366
 GB2366.Superseded values are not recommended for survey control.
 GB2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2366.See file dsdata.txt to determine how the superseded data were derived.
 GB2366
 GB2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4636844309(NAD 83)
 GB2366_MARKER: DS = TRIANGULATION STATION DISK
 GB2366_SETTING: 66 = SET IN ROCK OUTCROP
 GB2366
 GB2366  HISTORY     - Date     Condition        Report By
 GB2366  HISTORY     - 1949     MONUMENTED       CGS
 GB2366  HISTORY     - 1976     GOOD             NGS
 GB2366
 GB2366                          STATION DESCRIPTION
 GB2366
 GB2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2366'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF LIVINGSTON AND 8 MILES
 GB2366'SOUTHEAST OF CELINA. IT IS 20 FEET SOUTH OF AN 8 INCH HICKORY TREE
 GB2366'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 9 FEET SOUTHWEST OF A 12
 GB2366'INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE AND 9 FEET
 GB2366'NORTH OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 GB2366'STAMPED CHOWNING 1949.
 GB2366'
 GB2366'REFERENCE MARK NO. 1 IS 13 FEET SOUTH OF AN 8 INCH CEDAR TREE WITH A
 GB2366'TRIANGLE BLAZE ON THE SOUTH SIDE. THE MARK PROJECTS ABOUT 1 FOOT AND
 GB2366'THE DISK IS STAMPED CHOWNING NO 1 1949.
 GB2366'
 GB2366'REFERENCE MARK NO. 2 IS 12 FEET SOUTH OF AN 8 INCH OAK TREE WITH A
 GB2366'TRIANGLE BLAZE ON THE SOUTH SIDE. THE MARK IS FLUSH AND THE DISK IS
 GB2366'STAMPED CHOWNING NO 2 1949.
 GB2366'
 GB2366'AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2
 GB2366'FEET NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 4
 GB2366'INCHES AND THE DISK IS STAMPED CHOWNING 1949.
 GB2366'
 GB2366'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2366'LIVINGSTON, GO NORTHWEST ON STATE HIGHWAY NO. 52 FOR 4.7 MILES TO
 GB2366'A PAVED ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 6.8 MILES TO A GRAVEL
 GB2366'T-ROAD LEFT, TURN LEFT AND GO NORTHWEST FOR 1.4 MILE TO A GRAVEL
 GB2366'T-ROAD LEFT, TURN LEFT AND GO WEST FOR 0.9 MILE TO A T-ROAD LEFT,
 GB2366'TURN LEFT AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GB2366'FOR 0.55 MILE TO A DIM WOODS ROAD RIGHT, TURN RIGHT ON WOODS ROAD AND
 GB2366'GO 0.25 MILE TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GB2366'
 GB2366'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2366
 GB2366                          STATION RECOVERY (1976)
 GB2366
 GB2366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB2366'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GB2366'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE MARK COULD NOT BE
 GB2366'CHECKED BY ANGLE DUE TO TREES AT THE STATION SITE.  THE DESCRIPTION
 GB2366'IS GOOD WITH THE FOLLOWING.
 GB2366'
 GB2366'THE STATION MARK IS 19 FEET NORTH WEST OF AN 8 INCH HICKORY TREE WITH
 GB2366'A TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 6 FEET NORTHEAST OF A 10
 GB2366'INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE.
 GB2366'
 GB2366'REFERENCE MARK 1 IS 4 FEET NORTHWEST OF AN 8 INCH CEDAR TREE WITH A
 GB2366'TRIANGULAR BLAZE ON THE NORTHWEST SIDE AND 9 FEET SOUTHEAST OF A 10
 GB2366'INCH CEDAR TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE.
 GB2366'
 GB2366'REFERENCE MARK 2 IS 12 FEET SOUTHEAST OF A 14 INCH OAK TREE WITH A
 GB2366'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE AND 4 FEET SOUTHWEST OF A 6
 GB2366'INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE.
 GB2366'
 GB2366'THE 6.8 MILES IN THE TO REACH SHOULD BE 5.8 MILES.
 GB2366'
 GB2366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 GB2366'SOUTHEAST OF CELINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0625 ***********************************************************************
 FE0625  DESIGNATION -  CHRISTMAS
 FE0625  PID         -  FE0625
 FE0625  STATE/COUNTY-  TN/MADISON
 FE0625  USGS QUAD   -  JACKSON NORTH (1983)
 FE0625
 FE0625                         *CURRENT SURVEY CONTROL
 FE0625  ___________________________________________________________________
 FE0625* NAD 83(1995)-  35 40 48.41217(N)    088 46 50.88178(W)     ADJUSTED  
 FE0625* NAVD 88     -       159.363  (meters)     522.84   (feet)  ADJUSTED  
 FE0625  ___________________________________________________________________
 FE0625  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FE0625  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0625  DYNAMIC HT  -         159.221 (meters)     522.38  (feet)  COMP
 FE0625  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0625
 FE0625  HORZ ORDER  -  SECOND
 FE0625  VERT ORDER  -  SECOND    CLASS 0
 FE0625
 FE0625.The horizontal coordinates were established by classical geodetic methods
 FE0625.and adjusted by the National Geodetic Survey in April 1999..
 FE0625
 FE0625.The orthometric height was determined by differential leveling
 FE0625.and adjusted by the National Geodetic Survey in June 1991..
 FE0625
 FE0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0625
 FE0625.The geoid height was determined by GEOID03.
 FE0625
 FE0625.The dynamic height is computed by dividing the NAVD 88
 FE0625.geopotential number by the normal gravity value computed on the
 FE0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0625.degrees latitude (g = 980.6199 gals.).
 FE0625
 FE0625.The modeled gravity was interpolated from observed gravity values.
 FE0625
 FE0625;                    North         East     Units Scale Factor Converg.
 FE0625;SPC TN       -   152,999.974   348,310.085   MT  0.99995199   -1 37 40.8
 FE0625;SPC TN       -   501,967.41  1,142,747.34   sFT  0.99995199   -1 37 40.8
 FE0625;UTM  16      - 3,949,930.406   338,846.652   MT  0.99992003   -1 02 20.0
 FE0625
 FE0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0625!SPC TN       -   0.99997942  x   0.99995199  =   0.99993141
 FE0625!UTM  16      -   0.99997942  x   0.99992003  =   0.99989945
 FE0625
 FE0625|---------------------------------------------------------------------|
 FE0625| PID    Reference Object                     Distance      Geod. Az  |
 FE0625|                                                           dddmmss.s |
 FE0625| FE0624 CHRISTMAS RM 2                        8.521 METERS 00013     |
 FE0625| FE0627 TS E 1                              APPROX. 2.1 KM 0885947.5 |
 FE0625| FE0623 CHRISTMAS RM 1                       27.497 METERS 11332     |
 FE0625|---------------------------------------------------------------------|
 FE0625
 FE0625                          SUPERSEDED SURVEY CONTROL
 FE0625
 FE0625  NAD 83(1995)-  35 40 48.41649(N)    088 46 50.88685(W) AD(       ) 2
 FE0625  NAD 83(1986)-  35 40 48.42348(N)    088 46 50.88261(W) AD(       ) 2
 FE0625  NAD 27      -  35 40 48.17320(N)    088 46 50.66950(W) AD(       ) 2
 FE0625  NGVD 29 (??/??/??)  159.399  (m)          522.96   (f) ADJUSTED    2 0
 FE0625
 FE0625.Superseded values are not recommended for survey control.
 FE0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0625.See file dsdata.txt to determine how the superseded data were derived.
 FE0625
 FE0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3884749930(NAD 83)
 FE0625_MARKER: DS = TRIANGULATION STATION DISK
 FE0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0625_STAMPING: CHRISTMAS 1958
 FE0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0625+STABILITY: SURFACE MOTION
 FE0625
 FE0625  HISTORY     - Date     Condition        Report By
 FE0625  HISTORY     - 1959     MONUMENTED       CGS
 FE0625  HISTORY     - 1959     GOOD             CGS
 FE0625  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0625
 FE0625                          STATION DESCRIPTION
 FE0625
 FE0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0625'THE STATION IS LOCATED, AIRLINE, ABOUT 5 MILES NORTH-NORTHEAST OF THE
 FE0625'CENTER OF JACKSON, ALONG THE WEST SIDE OF CHRISTMASVILLE
 FE0625'ROAD.
 FE0625'
 FE0625'THE STATION IS A STANDARD TRAVERSE STATION MARK DISK STAMPED
 FE0625'CHRISTMAS 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FE0625'WHICH IS ABOUT FLUSH WITH THE GROUND. IT IS 33 FEET WEST OF THE
 FE0625'CENTER OF CHRISTMASVILLE ROAD, 30 FEET SOUTH-SOUTHEAST OF
 FE0625'THE SOUTHEAST CORNER OF A GARAGE AND 2 FEET EAST OF A WHITE WITNESS
 FE0625'POST.
 FE0625'
 FE0625'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHRISTMAS NO 1
 FE0625'1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FE0625'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 FE0625'ELEVATION AS THE STATION. IT IS 36 FEET EAST OF THE CENTER OF
 FE0625'CHRISTMASVILLE ROAD.
 FE0625'
 FE0625'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHRISTMAS NO 2
 FE0625'1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FE0625'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 FE0625'ELEVATION AS THE STATION. IT IS 55 FEET WEST OF THE CENTER OF
 FE0625'CHRISTMASVILLE ROAD.
 FE0625'
 FE0625'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 AND STATE
 FE0625'HIGHWAY 45 (TRUCK ROUTE) IN EAST JACKSON, GO NORTH ON STATE
 FE0625'HIGHWAY 45 FOR 1.3 MILES, KEEP STRAIGHT AHEAD, LEAVING STATE HIGHWAY
 FE0625'45, NORTHEASTERLY ON ROYAL STREET WHICH LATER BECOMES
 FE0625'CHRISTMASVILLE ROAD FOR 3.1 MILES TO A RAILROAD OVERPASS. PASS UNDER
 FE0625'AND CONTINUE NORTHEASTERLY ON CHRISTMASVILLE ROAD FOR 0.6 TO
 FE0625'A WHITE WITNESS POST ON THE LEFT, WEST SIDE AND THE STATION.
 FE0625
 FE0625                          STATION RECOVERY (1959)
 FE0625
 FE0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0625'9.6 MI N FROM JACKSON.
 FE0625'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0625'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 5.8 MILES NORTHEAST ALONG
 FE0625'INTERSTATE HIGHWAY 40, THENCE .15 MILES NORTH ALONG CHRISTMASVILLE
 FE0625'ROAD.  IT IS 33 FEET WEST OF THE CENTER LINE OF CHRISTMASVILLE
 FE0625'ROAD, 30 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A GARAGE
 FE0625'AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  THE MARK IS SET
 FE0625'IN THE TOP OF A CONCRETE POST, WHICH IS FLUSH WITH THE GROUND.
 FE0625
 FE0625                          STATION RECOVERY (2002)
 FE0625
 FE0625'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0623 ***********************************************************************
 FE0623  DESIGNATION -  CHRISTMAS RM 1
 FE0623  PID         -  FE0623
 FE0623  STATE/COUNTY-  TN/MADISON
 FE0623  USGS QUAD   -  JACKSON NORTH (1983)
 FE0623
 FE0623                         *CURRENT SURVEY CONTROL
 FE0623  ___________________________________________________________________
 FE0623* NAD 83(1986)-  35 40 48.     (N)    088 46 50.     (W)     SCALED    
 FE0623* NAVD 88     -       159.239  (meters)     522.44   (feet)  ADJUSTED  
 FE0623  ___________________________________________________________________
 FE0623  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0623  DYNAMIC HT  -         159.098 (meters)     521.97  (feet)  COMP
 FE0623  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0623
 FE0623  VERT ORDER  -  SECOND    CLASS 0
 FE0623
 FE0623.The horizontal coordinates were scaled from a topographic map and have
 FE0623.an estimated accuracy of +/- 6 seconds.
 FE0623
 FE0623.The orthometric height was determined by differential leveling
 FE0623.and adjusted by the National Geodetic Survey in June 1991..
 FE0623
 FE0623.The geoid height was determined by GEOID03.
 FE0623
 FE0623.The dynamic height is computed by dividing the NAVD 88
 FE0623.geopotential number by the normal gravity value computed on the
 FE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0623.degrees latitude (g = 980.6199 gals.).
 FE0623
 FE0623.The modeled gravity was interpolated from observed gravity values.
 FE0623
 FE0623;                    North         East    Units  Estimated Accuracy
 FE0623;SPC TN       -   152,990.      348,330.      MT  (+/- 180 meters Scaled)
 FE0623
 FE0623                          SUPERSEDED SURVEY CONTROL
 FE0623
 FE0623  NGVD 29 (??/??/??)  159.276  (m)          522.56   (f) ADJUSTED    2 0
 FE0623
 FE0623.Superseded values are not recommended for survey control.
 FE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0623.See file dsdata.txt to determine how the superseded data were derived.
 FE0623
 FE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE388499(NAD 83)
 FE0623_MARKER: DR = REFERENCE MARK DISK
 FE0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0623_STAMPING: CHRISTMAS NO 1 1959
 FE0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0623+STABILITY: SURFACE MOTION
 FE0623
 FE0623  HISTORY     - Date     Condition        Report By
 FE0623  HISTORY     - 1959     MONUMENTED       CGS
 FE0623  HISTORY     - 1959     GOOD             CGS
 FE0623
 FE0623                          STATION DESCRIPTION
 FE0623
 FE0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0623'9.6 MI N FROM JACKSON.
 FE0623'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0623'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 5.8 MILES NORTHEAST ALONG
 FE0623'INTERSTATE HIGHWAY 40, THENCE .15 MILE NORTH ALONG CHRISTMASVILLE
 FE0623'ROAD.  IT IS 36 FEET EAST OF THE CENTER LINE OF CHRISTMASVILLE
 FE0623'ROAD, 90.2 FEET EAST-SOUTHEAST OF THE TRIANGULATION STATION
 FE0623'CHRISTMAS 1958, AND ABOUT THE SAME ELEVATION.  THE MARK IS SET
 FE0623'IN THE TOP OF A CONCRETE POST, WHICH PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0624 ***********************************************************************
 FE0624  DESIGNATION -  CHRISTMAS RM 2
 FE0624  PID         -  FE0624
 FE0624  STATE/COUNTY-  TN/MADISON
 FE0624  USGS QUAD   -  JACKSON NORTH (1983)
 FE0624
 FE0624                         *CURRENT SURVEY CONTROL
 FE0624  ___________________________________________________________________
 FE0624* NAD 83(1986)-  35 40 48.     (N)    088 46 50.     (W)     SCALED    
 FE0624* NAVD 88     -       159.285  (meters)     522.59   (feet)  ADJUSTED  
 FE0624  ___________________________________________________________________
 FE0624  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0624  DYNAMIC HT  -         159.144 (meters)     522.12  (feet)  COMP
 FE0624  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0624
 FE0624  VERT ORDER  -  SECOND    CLASS 0
 FE0624
 FE0624.The horizontal coordinates were scaled from a topographic map and have
 FE0624.an estimated accuracy of +/- 6 seconds.
 FE0624
 FE0624.The orthometric height was determined by differential leveling
 FE0624.and adjusted by the National Geodetic Survey in June 1991..
 FE0624
 FE0624.The geoid height was determined by GEOID03.
 FE0624
 FE0624.The dynamic height is computed by dividing the NAVD 88
 FE0624.geopotential number by the normal gravity value computed on the
 FE0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0624.degrees latitude (g = 980.6199 gals.).
 FE0624
 FE0624.The modeled gravity was interpolated from observed gravity values.
 FE0624
 FE0624;                    North         East    Units  Estimated Accuracy
 FE0624;SPC TN       -   152,990.      348,330.      MT  (+/- 180 meters Scaled)
 FE0624
 FE0624                          SUPERSEDED SURVEY CONTROL
 FE0624
 FE0624  NGVD 29 (??/??/??)  159.322  (m)          522.71   (f) ADJUSTED    2 0
 FE0624
 FE0624.Superseded values are not recommended for survey control.
 FE0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0624.See file dsdata.txt to determine how the superseded data were derived.
 FE0624
 FE0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE388499(NAD 83)
 FE0624_MARKER: DR = REFERENCE MARK DISK
 FE0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0624_STAMPING: CHRISTMAS NO 2 1959
 FE0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0624+STABILITY: SURFACE MOTION
 FE0624
 FE0624  HISTORY     - Date     Condition        Report By
 FE0624  HISTORY     - 1959     MONUMENTED       CGS
 FE0624  HISTORY     - 1959     GOOD             CGS
 FE0624
 FE0624                          STATION DESCRIPTION
 FE0624
 FE0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0624'9.6 MI N FROM JACKSON.
 FE0624'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0624'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 5.8 MILES NORTHEAST ALONG
 FE0624'INTERSTATE HIGHWAY 40, THENCE .15 MILE NORTH ALONG CHRISTMASVILLE
 FE0624'ROAD.  IT IS 55 FEET WEST OF THE CENTER LINE OF CHRISTMASVILLE
 FE0624'ROAD, 27.9 FEET NORTH OF THE TRIANGULATION STATION CHRISTMAS 1958,
 FE0624'AND ABOUT THE SAME ELEVATION AS IT.  THE MARK IS SET IN THE TOP
 FE0624'OF A CONCRETE POST, WHICH PROJECTS ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0840 ***********************************************************************
 GC0840  DESIGNATION -  CHURCH
 GC0840  PID         -  GC0840
 GC0840  STATE/COUNTY-  TN/DAVIDSON
 GC0840  USGS QUAD   -  OAK HILL (1968)
 GC0840
 GC0840                         *CURRENT SURVEY CONTROL
 GC0840  ___________________________________________________________________
 GC0840* NAD 83(1986)-  36 04 35.     (N)    086 50 20.     (W)     SCALED    
 GC0840* NAVD 88     -       194.651  (meters)     638.62   (feet)  ADJUSTED  
 GC0840  ___________________________________________________________________
 GC0840  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0840  DYNAMIC HT  -         194.482 (meters)     638.06  (feet)  COMP
 GC0840  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GC0840
 GC0840  VERT ORDER  -  SECOND    CLASS 0
 GC0840
 GC0840.The horizontal coordinates were scaled from a topographic map and have
 GC0840.an estimated accuracy of +/- 6 seconds.
 GC0840
 GC0840.The orthometric height was determined by differential leveling
 GC0840.and adjusted by the National Geodetic Survey in June 1991..
 GC0840
 GC0840.The geoid height was determined by GEOID03.
 GC0840
 GC0840.The dynamic height is computed by dividing the NAVD 88
 GC0840.geopotential number by the normal gravity value computed on the
 GC0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0840.degrees latitude (g = 980.6199 gals.).
 GC0840
 GC0840.The modeled gravity was interpolated from observed gravity values.
 GC0840
 GC0840;                    North         East    Units  Estimated Accuracy
 GC0840;SPC TN       -   193,720.      524,440.      MT  (+/- 180 meters Scaled)
 GC0840
 GC0840                          SUPERSEDED SURVEY CONTROL
 GC0840
 GC0840  NGVD 29 (??/??/92)  194.667  (m)          638.67   (f) ADJ UNCH    2 0
 GC0840
 GC0840.Superseded values are not recommended for survey control.
 GC0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0840.See file dsdata.txt to determine how the superseded data were derived.
 GC0840
 GC0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE145924(NAD 83)
 GC0840_MARKER: DD = SURVEY DISK
 GC0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0840_STAMPING: CHURCH 1963
 GC0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0840+STABILITY: SURFACE MOTION
 GC0840
 GC0840  HISTORY     - Date     Condition        Report By
 GC0840  HISTORY     - 1963     MONUMENTED       TNHD
 GC0840
 GC0840                          STATION DESCRIPTION
 GC0840
 GC0840'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0840'4 MI S FROM NASHVILLE.
 GC0840'FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO 2.35 MILES
 GC0840'SOUTH ON U.S. HIGHWAY 431 TO THE STATION ON THE LEFT.  THE
 GC0840'MARK IS 35 FEET NORTHWEST OF A 36-INCH HACKBERRY TREE, 30 FEET
 GC0840'EAST OF THE CENTER LINE OF U.S. HIGHWAY 431, AND 11 FEET WEST
 GC0840'OF A ROCK WALL.  IT IS SET 10-INCH SQUARE, FLUSH, CONCRETE
 GC0840'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3522 ***********************************************************************
 GA3522  DESIGNATION -  CHURCH
 GA3522  PID         -  GA3522
 GA3522  STATE/COUNTY-  TN/GRAINGER
 GA3522  USGS QUAD   -  AVONDALE (1979)
 GA3522
 GA3522                         *CURRENT SURVEY CONTROL
 GA3522  ___________________________________________________________________
 GA3522* NAD 83(1995)-  36 20 26.02747(N)    083 23 15.78896(W)     ADJUSTED  
 GA3522* NAVD 88     -       332.6    (meters)    1091.     (feet)  VERTCON   
 GA3522  ___________________________________________________________________
 GA3522  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 GA3522  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA3522
 GA3522  HORZ ORDER  -  SECOND
 GA3522
 GA3522.The horizontal coordinates were established by classical geodetic methods
 GA3522.and adjusted by the National Geodetic Survey in April 1999..
 GA3522
 GA3522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3522
 GA3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3522
 GA3522.The geoid height was determined by GEOID03.
 GA3522
 GA3522;                    North         East     Units Scale Factor Converg.
 GA3522;SPC TN       -   225,833.438   834,485.216   MT  0.99998739   +1 31 45.6
 GA3522;SPC TN       -   740,921.87  2,737,806.91   sFT  0.99998739   +1 31 45.6
 GA3522;UTM  17      - 4,024,369.793   285,710.991   MT  1.00016581   -1 24 55.7
 GA3522
 GA3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3522!SPC TN       -   0.99995267  x   0.99998739  =   0.99994006
 GA3522!UTM  17      -   0.99995267  x   1.00016581  =   1.00011847
 GA3522
 GA3522:                Primary Azimuth Mark                     Grid Az
 GA3522:SPC TN       -  CHURCH AZ MK                             025 33 48.0
 GA3522:UTM  17      -  CHURCH AZ MK                             028 30 29.3
 GA3522
 GA3522|---------------------------------------------------------------------|
 GA3522| PID    Reference Object                     Distance      Geod. Az  |
 GA3522|                                                           dddmmss.s |
 GA3522| DB9014 CHURCH AZ MK                                       0270533.6 |
 GA3522| DB9015 CHURCH RM 1                           7.251 METERS 08801     |
 GA3522| DB9016 CHURCH RM 2                           7.574 METERS 26618     |
 GA3522| GA2115 GAP                                 APPROX. 1.4 KM 3203311.1 |
 GA3522|---------------------------------------------------------------------|
 GA3522
 GA3522                          SUPERSEDED SURVEY CONTROL
 GA3522
 GA3522  NAD 83(1995)-  36 20 26.03097(N)    083 23 15.79214(W) AD(       ) 2
 GA3522  NAD 83(1995)-  36 20 26.03557(N)    083 23 15.78389(W) AD(       ) 2
 GA3522  NAD 83(1995)-  36 20 26.03421(N)    083 23 15.79137(W) AD(       ) 2
 GA3522  NAD 83(1986)-  36 20 26.03635(N)    083 23 15.79119(W) AD(       ) 2
 GA3522  NAD 27      -  36 20 25.71361(N)    083 23 16.16043(W) AD(       ) 2
 GA3522  NGVD 29 (07/19/86)  332.7    (m)         1092.     (f) VERT ANG       
 GA3522
 GA3522.Superseded values are not recommended for survey control.
 GA3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3522.See file dsdata.txt to determine how the superseded data were derived.
 GA3522
 GA3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8571124370(NAD 83)
 GA3522_MARKER: DD = SURVEY DISK
 GA3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3522
 GA3522  HISTORY     - Date     Condition        Report By
 GA3522  HISTORY     - 1963     MONUMENTED       TNHD
 GA3522
 GA3522                          STATION DESCRIPTION
 GA3522
 GA3522'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3522'THE STATION IS LOCATED IN THE SMALL VILLAGE OF ROCK HAVEN JUST
 GA3522'SOUTHEAST OF THE CLINCH
 GA3522'MOUNTAIN GAP.
 GA3522'
 GA3522'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST ON
 GA3522'U. S.  HIGHWAY 11W FOR
 GA3522'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25 E ON
 GA3522'THE RIGHT.  HERE TURN RIGHT ON U.
 GA3522'S.  HIGHWAY 25E AND GO NORTH AND
 GA3522'WEST FOR 3.2 MILES TO A SIDE ROAD ON THE LEFT, TURN
 GA3522'LEFT, DOWN THE
 GA3522'MOUNTAIN, AND GO SOUTHWESTERLY FOR 1.45 MILES TO A SMALL STORE ON THE
 GA3522'LEFT AND LHT 203
 GA3522'1937 (USGS) MARK ON THE RIGHT, CONTINUE FOR 0.05
 GA3522'MILE TO A GRAVELED ROAD ON THE
 GA3522'RIGHT, TURN RIGHT AND GO NORTHWESTERLY
 GA3522'FOR 0.1 MILE TO A SMALL WHITE CHURCH AND THE
 GA3522'STATION ON THE LEFT.
 GA3522'
 GA3522'THE STATION IS 19 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 GA3522'CHURCH, 15 FEET SOUTH OF THE
 GA3522'APPROXIMATE CENTER OF A GRAVELED ROAD AND 6 FEET WEST OF
 GA3522'A METAL WITNESS POST AND SIGN.
 GA3522'THE SURFACE AND UNDERGROUND MARKS ARE
 GA3522'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA3522'ARE STAMPED CHURCH
 GA3522'1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA3522'THE SURFACE
 GA3522'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3522'MONUMENT.
 GA3522'
 GA3522'REFERENCE MARK NO. 1 IS 16 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GA3522'THE CHURCH 12 FEET SOUTH OF
 GA3522'THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 5 FEET NORTHEAST
 GA3522'OF A 8 INCH TREE. IT IS A STANDARD TENN. HWY. DEPT. DISK 10-INCH SQUAR
 GA3522'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3522'STAMPED CHURCH RM-1 1963.
 GA3522'
 GA3522'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GA3522'GRAVELED ROAD, 14 FEET
 GA3522'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH AND 3
 GA3522'FEET SOUTH OF A 6-INCH SYCAMORE
 GA3522'TREE.  IT IS A STANDARD TENNESSEE
 GA3522'HIGHWAY DEPARTMENT DISK SET IN AN 8-INCH ROUND,
 GA3522'FLUSH, CONCRETE
 GA3522'MONUMENT AND THE DISK IS STAMPED CHURCH RM-2 1963.
 GA3522'
 GA3522'TRAVERSE STATION GAP WILL SERVE AS AN AZIMUTH MARK.
 GA3522'
 GA3522'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2499 ***********************************************************************
 FE2499  DESIGNATION -  CHURCH
 FE2499  PID         -  FE2499
 FE2499  STATE/COUNTY-  TN/FAYETTE
 FE2499  USGS QUAD   -  MOSCOW (1965)
 FE2499
 FE2499                         *CURRENT SURVEY CONTROL
 FE2499  ___________________________________________________________________
 FE2499* NAD 83(1995)-  35 00 43.49482(N)    089 28 44.38803(W)     ADJUSTED  
 FE2499* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 FE2499  ___________________________________________________________________
 FE2499  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FE2499  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2499
 FE2499  HORZ ORDER  -  FIRST
 FE2499
 FE2499.The horizontal coordinates were established by classical geodetic methods
 FE2499.and adjusted by the National Geodetic Survey in April 1999..
 FE2499
 FE2499.The orthometric height was scaled from a topographic map.
 FE2499
 FE2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2499
 FE2499.The geoid height was determined by GEOID03.
 FE2499
 FE2499;                    North         East     Units Scale Factor Converg.
 FE2499;SPC TN       -    80,952.279   282,506.291   MT  1.00005050   -2 02 12.3
 FE2499;SPC TN       -   265,590.94    926,856.06   sFT  1.00005050   -2 02 12.3
 FE2499;SPC MS E     -   611,403.950   241,069.757   MT  0.99999278   -0 22 13.7
 FE2499;SPC MS E     - 2,005,914.46    790,909.69   sFT  0.99999278   -0 22 13.7
 FE2499;UTM  16      - 3,877,191.600   273,796.397   MT  1.00023067   -1 25 22.5
 FE2499
 FE2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2499!SPC TN       -   0.99998110  x   1.00005050  =   1.00003160
 FE2499!SPC MS E     -   0.99998110  x   0.99999278  =   0.99997388
 FE2499!UTM  16      -   0.99998110  x   1.00023067  =   1.00021177
 FE2499
 FE2499:                Primary Azimuth Mark                     Grid Az
 FE2499:SPC TN       -  CHURCH AZ MK                             030 35 01.7
 FE2499:SPC MS E     -  CHURCH AZ MK                             028 55 03.1
 FE2499:UTM  16      -  CHURCH AZ MK                             029 58 11.9
 FE2499
 FE2499|---------------------------------------------------------------------|
 FE2499| PID    Reference Object                     Distance      Geod. Az  |
 FE2499|                                                           dddmmss.s |
 FE2499| CG3781 CHURCH AZ MK                                       0283249.4 |
 FE2499| CG3782 CHURCH RM 1                          14.829 METERS 03159     |
 FE2499| EG1709 SLAYDEN COUNTY HS TANK              APPROX. 8.0 KM 1514823.3 |
 FE2499| CG3784 CHURCH RM 3                          23.336 METERS 24407     |
 FE2499| CG3783 CHURCH RM 2                          65.678 METERS 35654     |
 FE2499|---------------------------------------------------------------------|
 FE2499
 FE2499                          SUPERSEDED SURVEY CONTROL
 FE2499
 FE2499  NAD 83(1995)-  35 00 43.49482(N)    089 28 44.38783(W) AD(       ) 1
 FE2499  NAD 83(1995)-  35 00 43.50096(N)    089 28 44.38553(W) AD(       ) 1
 FE2499  NAD 83(1986)-  35 00 43.50608(N)    089 28 44.38792(W) AD(       ) 1
 FE2499  NAD 27      -  35 00 43.17700(N)    089 28 44.11100(W) AD(       ) 1
 FE2499
 FE2499.Superseded values are not recommended for survey control.
 FE2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2499.See file dsdata.txt to determine how the superseded data were derived.
 FE2499
 FE2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7379677192(NAD 83)
 FE2499_MARKER: DS = TRIANGULATION STATION DISK
 FE2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2499+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 FE2499
 FE2499  HISTORY     - Date     Condition        Report By
 FE2499  HISTORY     - 1914     MONUMENTED       CGS
 FE2499  HISTORY     - 1934     GOOD             CGS
 FE2499  HISTORY     - 1955     GOOD             CGS
 FE2499  HISTORY     - 1957     GOOD             CGS
 FE2499  HISTORY     - 20060430 GOOD             GEOCAC
 FE2499
 FE2499                          STATION DESCRIPTION
 FE2499
 FE2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 FE2499'ABOUT 6 MILES SOUTHWEST OF MOSCOW, ABOUT 5 MILES NORTH-NORTHEAST OF
 FE2499'MOUNT PLEASANT, MISS., ABOUT 2 MILES SOUTHWEST OF ROSSVILLE, ABOUT
 FE2499'1-1/2 MILES NORTH OF MISSISSIPPI-TENNESSEE STATE LINE, ABOUT 0.2 MILE
 FE2499'SOUTHWEST OF PLEASANT GROVE CHURCH, IN CLEARED FIELD, ON
 FE2499'PROPERTY OF MISS IRENE CHEEK, AND ON HIGHEST GROUND IN VICINITY.
 FE2499'STATION IS ABOUT 60 METERS (197 FEET)
 FE2499'SOUTH OF MOSCOW-MOUNT PLEASANT WAGON ROAD AND WEST OF ROAD WHICH
 FE2499'BRANCHES OFF ABOUT 200 METERS (656 FEET) WEST OF CHURCH AND LEADS
 FE2499'SOUTH.
 FE2499'
 FE2499'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FE2499'STATION DISKS IN CONCRETE. REFERENCE MARKS ARE
 FE2499'STANDARD REFERENCE DISKS IN CONCRETE.  ONE IS
 FE2499'3 METERS (10 FEET) EAST OF LONE CEDAR TREE, ON
 FE2499'NORTH SIDE OF ROAD, ABOUT 20 METERS (66 FEET) WEST FROM FORK OF ROAD,
 FE2499'AND 2-1/2 METERS (8 FEET) BELOW STATION IN ELEVATION.
 FE2499'ANOTHER REFERENCE MARK IS
 FE2499'ABOUT 50 METERS (164 FEET) SOUTH OF ROAD FORK, AND AT
 FE2499'SAME ELEVATION AS STATION.
 FE2499
 FE2499                          STATION RECOVERY (1934)
 FE2499
 FE2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FE2499'IN 1934 STATION WAS DESCRIBED AS BEING 44 FEET WEST OF
 FE2499'CENTER LINE OF ROAD, 28 FEET WEST OF NORTH-AND-SOUTH FENCE LINE, 52
 FE2499'FEET SOUTH-SOUTHWEST OF 18-INCH RED OAK, AND 39 FEET NORTHWEST
 FE2499'OF 18-INCH BLACK GUM TREE WITH TRIANGULAR BLAZE.
 FE2499'
 FE2499'TO REACH FROM POST
 FE2499'OFFICE AT MOUNT PLEASANT, MISS., GO NORTH 0.9 MILE ON COUNTY ROAD,
 FE2499'KEEP MAIN LEFT FORK, FOLLOW 4.9 MILES TO STATE ROUTE 57, TURN RIGHT,
 FE2499'GO 2.25 MILES, TURN RIGHT (SOUTH), GO 2.55 MILES TO PLEASANT GROVE
 FE2499'CHURCH, TURN ONTO RIGHT FORK, AND GO 0.2 MILE TO TRIANGLE-BLAZED
 FE2499'TREE AND STATION SITE.
 FE2499'
 FE2499'AN RM IS AT EDGE OF WOODS, 40 FEET WEST OF
 FE2499'NORTH-AND-SOUTH FENCE LINE, AND 215.67 FEET FROM STATION.
 FE2499'ANOTHER RM IS ON
 FE2499'NORTH-AND-SOUTH FENCE LINE, 16 FEET WEST OF CENTER LINE OF ROAD, 4
 FE2499'FEET SOUTH OF 18-INCH RED OAK, AND 48.70 FEET FROM STATION.
 FE2499'
 FE2499'AZIMUTH MARK, STANDARD REFERENCE DISK
 FE2499'IN CONCRETE, WAS ESTABLISHED IN SMALL ORCHARD,
 FE2499'ABOUT 100 FEET SOUTHWEST OF FRAME DWELLING, 24 FEET EAST OF LANE
 FE2499'LEADING TO HOUSE, 110 FEET EAST OF MAIN ROAD, AND ABOUT 0.4 MILE
 FE2499'FROM STATION.
 FE2499
 FE2499                          STATION RECOVERY (1955)
 FE2499
 FE2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 FE2499'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FE2499'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2499'
 FE2499'AN ADDITIONAL REFERENCE MARK, NO. 3 WAS ESTABLISHED.
 FE2499'
 FE2499'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2499'
 FE2499'STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF THE VILLAGE OF
 FE2499'SLAYDEN, MISSISSIPPI, ABOUT 4 MILES NORTH-NORTHEAST OF MT.
 FE2499'PLEASANT, MISSISSIPPI, ABOUT 1.5 MILES NORTH OF THE
 FE2499'MISSISSIPPI-TENNESSEE STATE LINE, ABOUT 0.2 MILE SOUTHWEST OF THE
 FE2499'PLEASANT GROVE CHURCH, IN CLEARED FIELD, ON THE HIGHEST GROUND IN THE
 FE2499'VICINITY, IN SECTION 11, T. 1 S., R. 3 W. AND ON PROPERTY OWNED BY
 FE2499'MR. JIM TREADWELL WHO LIVES IN COLLIERVILLE, TENNESSEE.
 FE2499'
 FE2499'TO REACH THE STATION FROM THE CROSSROADS IN THE VILLAGE OF SLAYDEN,
 FE2499'MISSISSIPPI, GO WEST ON U.S. HIGHWAY 72 FOR 1.5 MILES TO
 FE2499'CROSSROADS, TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.7 MILES TO A
 FE2499'T-ROAD, KEEP LEFT AND GO NORTHWEST ON BLADED ROAD FOR 0.7 MILE TO
 FE2499'FORKS, TAKE THE RIGHT FORK AND GO NORTH AND WEST ON BLADED ROAD FOR
 FE2499'2.6 MILES TO FORKS AND THE PLEASANT GROVE CHURCH, (CONTINUE
 FE2499'NORTH ON BLADED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FE2499'DESCRIBED.) TURN SHARP LEFT AND GO WEST AND SOUTH ON DIRT
 FE2499'ROAD FOR 0.25 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT,
 FE2499'THROUGH GATE AND GO NORTHWEST FOR APPROXIMATELY 35 FEET TO THE
 FE2499'STATION.
 FE2499'
 FE2499'STATION MARK, A STANDARD DISK, STAMPED CHURCH 1914 1934, IS SET IN
 FE2499'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES. IT IS
 FE2499'51 FEET SOUTHWEST OF A RED OAK TREE, 35 FEET NORTHWEST OF A WIRE GATE
 FE2499'AND 30 FEET NORTH OF ROAD LEADING WESTERLY THROUGH FIELD.
 FE2499'
 FE2499'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CHURCH NO 1 1914 1934,
 FE2499'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE
 FE2499'SURFACE OF THE GROUND. IT IS 3 FEET SOUTH OF A RED OAK TREE AND 1
 FE2499'FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 FE2499'
 FE2499'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED CHURCH NO 2 1914 1934,
 FE2499'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL
 FE2499'WITH THE SURFACE OF THE GROUND. IT IS 38 FEET WEST OF A NORTH-SOUTH
 FE2499'FENCE LINE, 35 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 FE2499'APPROXIMATELY 3 FEET LOWER THAN THE STATION.
 FE2499'
 FE2499'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CHURCH NO. 3 1914 1934
 FE2499'1955, IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 8
 FE2499'INCHES. IT IS 50 FEET NORTH OF THE CENTER OF A TRACK
 FE2499'ROAD.
 FE2499'
 FE2499'AZIMUTH MARK, A STANDARD DISK, STAMPED CHURCH AZI 1934, IS SET IN THE
 FE2499'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 8 INCHES. IT IS 14
 FE2499'FEET WEST-SOUTHWEST OF A FENCE CORNER, 4 FEET SOUTH OF AN EAST-WEST
 FE2499'FENCE LINE, 3 FEET WEST OF A PEAR TREE, 1 FOOT EAST OF A WHITE
 FE2499'WITNESS POST AND IN THE NORTHEAST CORNER OF THE YARD OF MR. V. A.
 FE2499'KENNON JR.
 FE2499
 FE2499                          STATION RECOVERY (1957)
 FE2499
 FE2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 FE2499'THE STATION WAS RECOVERED AS DESCRIBED BY N.E.T. IN 1955 AND ALL
 FE2499'MARKS WERE FOUND IN GOOD CONDITION.
 FE2499'
 FE2499'TO REACH THE STATION FROM ROSSVILLE GO EAST ON STATE HIGHWAY 57 FOR 4
 FE2499'MILES TO A SIDE ROAD RIGHT AND SIGN HAYES COMMUNITY, TURN
 FE2499'RIGHT, SOUTH, AND GO 2.1 MILES TO THE AZIMUTH MARK ON THE LEFT,
 FE2499'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A FORKS AND A CHURCH ON
 FE2499'THE RIGHT, TAKE THE MIDDLE ROAD AND GO 0.3 MILE TO THE STATION ON THE
 FE2499'RIGHT AT AN OPENING IN A FENCE LINE.
 FE2499
 FE2499                          STATION RECOVERY (2006)
 FE2499
 FE2499'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2499'STATION RECOVERED AS DESCRIBED, REFERENCE MARKS AND AZIMUTH MARK NOT
 FE2499'SEARCHED FOR AT THIS TIME.  TO REACH THE STATION FROM ROSSVILLE GO
 FE2499'EAST ON STATE HIGHWAY 57 FOR 4 MILES TO PLEASANT VALLY ROAD, THEN
 FE2499'RIGHT, SOUTH, AND GO 2.1 MILES TO THE AZIMUTH MARK ON LEFT,
 FE2499'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A THREE WAY FORK AND A CHURCH
 FE2499'ON THE RIGHT, TAKE THE MIDDLE ROAD, AND GO 0.3 MILES TO A FORK AT THE
 FE2499'TOP OF THE HILL, TAKE THE RIGHT FORK AND BEAR LEFT, STATION IS ON THE
 FE2499'LEFT.
 FE2499' 
 FE2499'STATION CAN ALSO BE REACHED BY TAKING A HARD LEFT AT THE LAST FORK AND
 FE2499'THEN PROCEEDING RIGHT THROUGH THE NEXT OPENING.
 FE2499' 
 FE2499'NOTE, AT THE THREE WAY FORK BY THE CHURCH THE ROAD WAS CLOSED WITH A
 FE2499'LOCKED GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2296 ***********************************************************************
 GC2296  DESIGNATION -  CHURCH
 GC2296  PID         -  GC2296
 GC2296  STATE/COUNTY-  TN/DAVIDSON
 GC2296  USGS QUAD   -  OAK HILL (1968)
 GC2296
 GC2296                         *CURRENT SURVEY CONTROL
 GC2296  ___________________________________________________________________
 GC2296* NAD 83(1995)-  36 04 34.56118(N)    086 50 19.88239(W)     ADJUSTED  
 GC2296* NAVD 88     -       194.65   (+/-2cm)     638.6    (feet)  VERTCON   
 GC2296  ___________________________________________________________________
 GC2296  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GC2296  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC2296
 GC2296  HORZ ORDER  -  SECOND
 GC2296  VERT ORDER  -  THIRD ? (See Below)
 GC2296
 GC2296.The horizontal coordinates were established by classical geodetic methods
 GC2296.and adjusted by the National Geodetic Survey in April 1999..
 GC2296
 GC2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2296.The vertical order pertains to the NGVD 29 superseded value.
 GC2296
 GC2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2296
 GC2296.The geoid height was determined by GEOID03.
 GC2296
 GC2296;                    North         East     Units Scale Factor Converg.
 GC2296;SPC TN       -   193,701.439   524,442.673   MT  0.99995731   -0 29 28.0
 GC2296;SPC TN       -   635,502.14  1,720,609.00   sFT  0.99995731   -0 29 28.0
 GC2296;UTM  16      - 3,992,419.647   514,509.515   MT  0.99960259   +0 05 41.6
 GC2296
 GC2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2296!SPC TN       -   0.99997402  x   0.99995731  =   0.99993133
 GC2296!UTM  16      -   0.99997402  x   0.99960259  =   0.99957662
 GC2296
 GC2296|---------------------------------------------------------------------|
 GC2296| PID    Reference Object                     Distance      Geod. Az  |
 GC2296|                                                           dddmmss.s |
 GC2296| GC0841 CHURCH RM 1                          20.850 METERS 02932     |
 GC2296| GC0839 CHURCH RM 2                          18.897 METERS 20649     |
 GC2296| CG5093 CHURCH AZ MK                                       2080428.4 |
 GC2296|---------------------------------------------------------------------|
 GC2296
 GC2296                          SUPERSEDED SURVEY CONTROL
 GC2296
 GC2296  NAD 83(1995)-  36 04 34.56346(N)    086 50 19.88433(W) AD(       ) 2
 GC2296  NAD 83(1995)-  36 04 34.56463(N)    086 50 19.88444(W) AD(       ) 2
 GC2296  NAD 83(1986)-  36 04 34.57160(N)    086 50 19.88585(W) AD(       ) 2
 GC2296  NAD 27      -  36 04 34.35520(N)    086 50 19.88230(W) AD(       ) 2
 GC2296  NGVD 29 (07/19/86)  194.67   (m)          638.7    (f) LEVELING    3  
 GC2296
 GC2296.Superseded values are not recommended for survey control.
 GC2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2296.See file dsdata.txt to determine how the superseded data were derived.
 GC2296
 GC2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1451092420(NAD 83)
 GC2296_MARKER: DD = SURVEY DISK
 GC2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2296
 GC2296  HISTORY     - Date     Condition        Report By
 GC2296  HISTORY     - 1963     MONUMENTED       TNHD
 GC2296
 GC2296                          STATION DESCRIPTION
 GC2296
 GC2296'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GC2296'THE STATION IS LOCATED AOBUT 4 MILES SOUTH OF NASHVILLE.
 GC2296'
 GC2296'TO REACH THE STATION FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO
 GC2296'2.35 MILES SOUTH ON U.S. HIGHWAY 431 TO THE STATION ON THE
 GC2296'LEFT.
 GC2296'
 GC2296'THE STATION IS 35 FEET NORTHWEST OF A 36-INCH HACKBERRY TREE, 30 FEET
 GC2296'EAST OF THE APPROXIMATE CENTER OF U.S.HIGHWAY 431, AND 11 FEET WEST
 GC2296'OF A ROCK WALL. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2296'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED CHURCH
 GC2296'1963. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC2296'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2296'
 GC2296'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2296'U.S. HIGHWAY 431, 5 FEET WEST OF A ROCK WALL, AND 2 FEET SOUTHWEST
 GC2296'OF THE TELEPHONE POLE NO. 171. THE MARK IS A STANDARD TENNESSEE
 GC2296'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2296'MONUMENT AND THE DISK IS STAMPED CHURCH RM-1 1963.
 GC2296'
 GC2296'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC2296'THE PAVED DRIVE TO THE HILLSBORO PRESBYTERIAN CHURCH, 27 FEET EAST OF
 GC2296'THE APPROXIMATE CENTER OF U.S. HIGHWAY 431, AND 8 FEET WEST OF THE
 GC2296'TELEPHONE POLE NO. 42. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2296'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC2296'THE DISK IS STAMPED CHURCH RM-2 1963.
 GC2296'
 GC2296'THE AZIMUTH MARK IS 30 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GC2296'HIGHWAY 431, 7 FEET SE OF THE CORNER OF A WHITE WOODEN FENCE,
 GC2296'AND 1 FOOT NORTH OF A POWER POLE. THE MARK IS A STANDARD TENNESSEE
 GC2296'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2296'CONCRETE MONUMENT AND THE DISK IS STAMPED CHURCH AZI 1963.
 GC2296'
 GC2296'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON U.S.
 GC2296'HIGHWAY 431 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 GC2296'
 GC2296'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0838 ***********************************************************************
 GC0838  DESIGNATION -  CHURCH AZ MK
 GC0838  PID         -  GC0838
 GC0838  STATE/COUNTY-  TN/DAVIDSON
 GC0838  USGS QUAD   -  OAK HILL (1968)
 GC0838
 GC0838                         *CURRENT SURVEY CONTROL
 GC0838  ___________________________________________________________________
 GC0838* NAD 83(1986)-  36 04 20.     (N)    086 50 28.     (W)     SCALED    
 GC0838* NAVD 88     -       191.002  (meters)     626.65   (feet)  ADJUSTED  
 GC0838  ___________________________________________________________________
 GC0838  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC0838  DYNAMIC HT  -         190.837 (meters)     626.10  (feet)  COMP
 GC0838  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 GC0838
 GC0838  VERT ORDER  -  SECOND    CLASS 0
 GC0838
 GC0838.The horizontal coordinates were scaled from a topographic map and have
 GC0838.an estimated accuracy of +/- 6 seconds.
 GC0838
 GC0838.The orthometric height was determined by differential leveling
 GC0838.and adjusted by the National Geodetic Survey in June 1991..
 GC0838
 GC0838.The geoid height was determined by GEOID03.
 GC0838
 GC0838.The dynamic height is computed by dividing the NAVD 88
 GC0838.geopotential number by the normal gravity value computed on the
 GC0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0838.degrees latitude (g = 980.6199 gals.).
 GC0838
 GC0838.The modeled gravity was interpolated from observed gravity values.
 GC0838
 GC0838;                    North         East    Units  Estimated Accuracy
 GC0838;SPC TN       -   193,250.      524,240.      MT  (+/- 180 meters Scaled)
 GC0838
 GC0838                          SUPERSEDED SURVEY CONTROL
 GC0838
 GC0838  NGVD 29 (??/??/??)  191.05   (m)          626.8    (f) RESET       3  
 GC0838
 GC0838.Superseded values are not recommended for survey control.
 GC0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0838.See file dsdata.txt to determine how the superseded data were derived.
 GC0838
 GC0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE143919(NAD 83)
 GC0838_MARKER: DD = SURVEY DISK
 GC0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0838_STAMPING: CHURCH AZI 1963
 GC0838_MARK LOGO: TNHD  
 GC0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0838+STABILITY: SURFACE MOTION
 GC0838
 GC0838  HISTORY     - Date     Condition        Report By
 GC0838  HISTORY     - 1963     MONUMENTED       TNHD
 GC0838
 GC0838                          STATION DESCRIPTION
 GC0838
 GC0838'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0838'4 MI S FROM NASHVILLE.
 GC0838'FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO 2.60 MILES SOUTH
 GC0838'ON U.S. HIGHWAY 431 TO THE MARK ON THE RIGHT.  THE MARK IS 30
 GC0838'FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 431, 7 FEET
 GC0838'SOUTHEAST OF THE CORNER OF A WHITE WOODEN FENCE, AND 1 FOOT
 GC0838'NORTH OF A POWER POLE.  IT IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0838'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0388 ***********************************************************************
 EE0388  DESIGNATION -  CHURCH AZ MK
 EE0388  PID         -  EE0388
 EE0388  STATE/COUNTY-  TN/MARION
 EE0388  USGS QUAD   -  HOOKER (1982)
 EE0388
 EE0388                         *CURRENT SURVEY CONTROL
 EE0388  ___________________________________________________________________
 EE0388* NAD 83(1986)-  34 59 22.     (N)    085 29 59.     (W)     SCALED    
 EE0388* NAVD 88     -       265.648  (meters)     871.55   (feet)  ADJUSTED  
 EE0388  ___________________________________________________________________
 EE0388  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE0388  DYNAMIC HT  -         265.389 (meters)     870.70  (feet)  COMP
 EE0388  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EE0388
 EE0388  VERT ORDER  -  FIRST     CLASS II
 EE0388
 EE0388.The horizontal coordinates were scaled from a topographic map and have
 EE0388.an estimated accuracy of +/- 6 seconds.
 EE0388
 EE0388.The orthometric height was determined by differential leveling
 EE0388.and adjusted by the National Geodetic Survey in June 1991..
 EE0388
 EE0388.The geoid height was determined by GEOID03.
 EE0388
 EE0388.The dynamic height is computed by dividing the NAVD 88
 EE0388.geopotential number by the normal gravity value computed on the
 EE0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0388.degrees latitude (g = 980.6199 gals.).
 EE0388
 EE0388.The modeled gravity was interpolated from observed gravity values.
 EE0388
 EE0388;                    North         East    Units  Estimated Accuracy
 EE0388;SPC TN       -    72,910.      645,680.      MT  (+/- 180 meters Scaled)
 EE0388
 EE0388                          SUPERSEDED SURVEY CONTROL
 EE0388
 EE0388  NGVD 29 (??/??/92)  265.655  (m)          871.57   (f) ADJ UNCH    1 2
 EE0388
 EE0388.Superseded values are not recommended for survey control.
 EE0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0388.See file dsdata.txt to determine how the superseded data were derived.
 EE0388
 EE0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD369729(NAD 83)
 EE0388_MARKER: DZ = AZIMUTH MARK DISK
 EE0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0388_STAMPING: CHURCH 1962
 EE0388_MARK LOGO: CGS   
 EE0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0388+STABILITY: SURFACE MOTION
 EE0388
 EE0388  HISTORY     - Date     Condition        Report By
 EE0388  HISTORY     - 1962     MONUMENTED       CGS
 EE0388  HISTORY     - 1972     GOOD             NGS
 EE0388
 EE0388                          STATION DESCRIPTION
 EE0388
 EE0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0388'8.8 MI SW FROM WAUHATCHIE.
 EE0388'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TO REACH
 EE0388'THE MARK FROM THE RAILROAD CONTROL TOWER AT WAUHATCHIE, GO
 EE0388'SOUTHWEST ALONG THE LOUISVILLE-NASHVILLE RAILROAD FOR 8.75 MILES
 EE0388'TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS 165 FEET WEST-SOUTHWEST
 EE0388'OF THE APPROXIMATE CENTER OF A RAILROAD OVERPASS, 80 FEET WEST
 EE0388'OF TELEGRAPH POLE 5E, 64 FEET EAST-NORTHEAST OF TELEGRAPH MILEAGE
 EE0388'POLE 136-30, 8.7 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 EE0388'TRACKS, 7.5 FEET EAST OF THE EAST EDGE OF THE CONCRETE BASE
 EE0388'FOR A FORMER BLOCK SIGNAL (NOW DISMANTLED), 1.2 FEET NORTH OF
 EE0388'A METAL WITNESS POST AND SIGN, AND ABOUT 2 FEET BELOW THE
 EE0388'LEVEL OF THE RAILROAD TRACK.  IT IS A STANDARD AZIMUTH MARK
 EE0388'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 EE0388'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED CHURCH 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3438 ***********************************************************************
 GA3438  DESIGNATION -  CHURCH HILL FIRST BAPTIST CH
 GA3438  PID         -  GA3438
 GA3438  STATE/COUNTY-  TN/HAWKINS
 GA3438  USGS QUAD   -  CHURCH HILL (1991)
 GA3438
 GA3438                         *CURRENT SURVEY CONTROL
 GA3438  ___________________________________________________________________
 GA3438* NAD 83(1995)-  36 31 21.12750(N)    082 42 32.77427(W)     ADJUSTED  
 GA3438* NAVD 88     -                                                        
 GA3438  ___________________________________________________________________
 GA3438  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GA3438  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3438
 GA3438  HORZ ORDER  -  THIRD
 GA3438
 GA3438.The horizontal coordinates were established by classical geodetic methods
 GA3438.and adjusted by the National Geodetic Survey in April 1999..
 GA3438
 GA3438
 GA3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3438
 GA3438.The geoid height was determined by GEOID03.
 GA3438
 GA3438;                    North         East     Units Scale Factor Converg.
 GA3438;SPC TN       -   247,852.046   894,700.034   MT  1.00002049   +1 55 35.8
 GA3438;SPC TN       -   813,161.25  2,935,361.69   sFT  1.00002049   +1 55 35.8
 GA3438;UTM  17      - 4,043,266.309   346,978.429   MT  0.99988849   -1 01 02.5
 GA3438
 GA3438                          SUPERSEDED SURVEY CONTROL
 GA3438
 GA3438  NAD 83(1995)-  36 31 21.12868(N)    082 42 32.77588(W) AD(       ) 4
 GA3438  NAD 83(1995)-  36 31 21.13205(N)    082 42 32.78955(W) AD(       ) 4
 GA3438  NAD 83(1995)-  36 31 21.13356(N)    082 42 32.77715(W) AD(       ) 4
 GA3438  NAD 83(1986)-  36 31 21.13494(N)    082 42 32.77763(W) AD(       ) 4
 GA3438  NAD 27      -  36 31 20.78039(N)    082 42 33.19977(W) AD(       ) 3
 GA3438
 GA3438.Superseded values are not recommended for survey control.
 GA3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3438.See file dsdata.txt to determine how the superseded data were derived.
 GA3438
 GA3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4697843266(NAD 83)
 GA3438_MARKER: 90 = CHURCH SPIRE
 GA3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3438+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 GA3438
 GA3438  HISTORY     - Date     Condition        Report By
 GA3438  HISTORY     - 1963     FIRST OBSERVED   TNHD
 GA3438  HISTORY     - 20030828 GOOD             GEOCAC
 GA3438
 GA3438                          STATION DESCRIPTION
 GA3438
 GA3438'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3438'THE STATION IS LOCATED IN CHURCH HILL.
 GA3438'
 GA3438'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 0.1 MILE
 GA3438'EAST ON U.S.  HIGHWAY
 GA3438'11W TO RIDGEWAY AVE.  ON THE RIGHT AND THE STATION
 GA3438'ON THE RIGHT.  IT IS A RED BRICK
 GA3438'BUILDING, TRIMMED IN WHITE, WITH A
 GA3438'DARK GRAY ROOF.  IT HAS A LARGE SPIRE IN FRONT,
 GA3438'PAINTED WHITE, WITH
 GA3438'AN OVER-ALL HEIGHT OF ABOUT 120 FEET.  THE POINT INTERSECTED WAS
 GA3438'THE ALUMINUM
 GA3438'COVERED APEX OF THE SPIRE.
 GA3438
 GA3438                          STATION RECOVERY (2003)
 GA3438
 GA3438'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3452 ***********************************************************************
 GA3452  DESIGNATION -  CHURCH HILL KGSPORT PRESS 2 TK
 GA3452  PID         -  GA3452
 GA3452  STATE/COUNTY-  TN/HAWKINS
 GA3452  USGS QUAD   -  PLUM GROVE (1991)
 GA3452
 GA3452                         *CURRENT SURVEY CONTROL
 GA3452  ___________________________________________________________________
 GA3452* NAD 83(1995)-  36 30 35.10758(N)    082 46 14.29598(W)     ADJUSTED  
 GA3452* NAVD 88     -                                                        
 GA3452  ___________________________________________________________________
 GA3452  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GA3452  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA3452
 GA3452  HORZ ORDER  -  THIRD
 GA3452
 GA3452.The horizontal coordinates were established by classical geodetic methods
 GA3452.and adjusted by the National Geodetic Survey in April 1999..
 GA3452
 GA3452
 GA3452.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3452
 GA3452.The geoid height was determined by GEOID03.
 GA3452
 GA3452;                    North         East     Units Scale Factor Converg.
 GA3452;SPC TN       -   246,250.685   889,238.496   MT  1.00001783   +1 53 26.1
 GA3452;SPC TN       -   807,907.46  2,917,443.30   sFT  1.00001783   +1 53 26.1
 GA3452;UTM  17      - 4,041,947.737   341,442.515   MT  0.99990975   -1 03 13.2
 GA3452
 GA3452                          SUPERSEDED SURVEY CONTROL
 GA3452
 GA3452  NAD 83(1995)-  36 30 35.10957(N)    082 46 14.29794(W) AD(       ) 4
 GA3452  NAD 83(1995)-  36 30 35.11606(N)    082 46 14.31131(W) AD(       ) 4
 GA3452  NAD 83(1995)-  36 30 35.11397(N)    082 46 14.29951(W) AD(       ) 4
 GA3452  NAD 83(1986)-  36 30 35.11587(N)    082 46 14.29985(W) AD(       ) 4
 GA3452  NAD 27      -  36 30 34.76607(N)    082 46 14.71787(W) AD(       ) 3
 GA3452
 GA3452.Superseded values are not recommended for survey control.
 GA3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3452.See file dsdata.txt to determine how the superseded data were derived.
 GA3452
 GA3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4144341948(NAD 83)
 GA3452_MARKER: 53 = ELEVATED TANK
 GA3452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3452+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 GA3452
 GA3452  HISTORY     - Date     Condition        Report By
 GA3452  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3452  HISTORY     - 20030909 GOOD             GEOCAC
 GA3452
 GA3452                          STATION DESCRIPTION
 GA3452
 GA3452'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3452'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CHURCH HILL.
 GA3452'
 GA3452'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 3.5
 GA3452'MILES WEST ON U.S.
 GA3452'HIGHWAY 11W TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND
 GA3452'GO 0.2 MILE SOUTH ON THE PAVED
 GA3452'ROAD TO THE TANK ON THE LEFT, ABOUT
 GA3452'0.2 MILE NORTHEAST OF THE PAVED ROAD.
 GA3452'
 GA3452'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, WITH BLACK
 GA3452'LETTERING KINGSPORT
 GA3452'PRESS INC.  PLANT NO.  2 ON THE SIDE OF THE TANK.  IT HAS
 GA3452'AN OVER-ALL HEIGHT OF ABOUT
 GA3452'80 FEET.  THE POINT INTERSECTED WAS THE
 GA3452'BALL ON TOP OF THE TANK.
 GA3452
 GA3452                          STATION RECOVERY (2003)
 GA3452
 GA3452'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3453 ***********************************************************************
 GA3453  DESIGNATION -  CHURCH HILL LYONS PARK BAP CH
 GA3453  PID         -  GA3453
 GA3453  STATE/COUNTY-  TN/HAWKINS
 GA3453  USGS QUAD   -  PLUM GROVE (1991)
 GA3453
 GA3453                         *CURRENT SURVEY CONTROL
 GA3453  ___________________________________________________________________
 GA3453* NAD 83(1995)-  36 30 54.28771(N)    082 46 06.20538(W)     ADJUSTED  
 GA3453* NAVD 88     -                                                        
 GA3453  ___________________________________________________________________
 GA3453  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GA3453  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA3453
 GA3453  HORZ ORDER  -  THIRD
 GA3453
 GA3453.The horizontal coordinates were established by classical geodetic methods
 GA3453.and adjusted by the National Geodetic Survey in April 1999..
 GA3453
 GA3453
 GA3453.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3453
 GA3453.The geoid height was determined by GEOID03.
 GA3453
 GA3453;                    North         East     Units Scale Factor Converg.
 GA3453;SPC TN       -   246,848.238   889,420.191   MT  1.00001894   +1 53 30.9
 GA3453;SPC TN       -   809,867.93  2,918,039.41   sFT  1.00001894   +1 53 30.9
 GA3453;UTM  17      - 4,042,535.103   341,654.641   MT  0.99990892   -1 03 08.9
 GA3453
 GA3453                          SUPERSEDED SURVEY CONTROL
 GA3453
 GA3453  NAD 83(1995)-  36 30 54.28950(N)    082 46 06.20738(W) AD(       ) 4
 GA3453  NAD 83(1995)-  36 30 54.29584(N)    082 46 06.22034(W) AD(       ) 4
 GA3453  NAD 83(1995)-  36 30 54.29422(N)    082 46 06.20874(W) AD(       ) 4
 GA3453  NAD 83(1986)-  36 30 54.29563(N)    082 46 06.20943(W) AD(       ) 4
 GA3453  NAD 27      -  36 30 53.94535(N)    082 46 06.62767(W) AD(       ) 3
 GA3453
 GA3453.Superseded values are not recommended for survey control.
 GA3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3453.See file dsdata.txt to determine how the superseded data were derived.
 GA3453
 GA3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4165542535(NAD 83)
 GA3453_MARKER: 90 = CHURCH SPIRE
 GA3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3453+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 GA3453
 GA3453  HISTORY     - Date     Condition        Report By
 GA3453  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3453  HISTORY     - 20030908 GOOD             GEOCAC
 GA3453
 GA3453                          STATION DESCRIPTION
 GA3453
 GA3453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3453'THE STATION IS LOCATED ABOUT 3 MILES WEST OF CHURCH HILL.
 GA3453'
 GA3453'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 3.1
 GA3453'MILES WEST ON U.S.
 GA3453'HIGHWAY 11W TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND
 GA3453'GO 0.2 MILE NORTH ON THE
 GA3453'GRAVELED ROAD TO THE STATION.
 GA3453'
 GA3453'IT IS A RED BRICK BUILDING, TRIMMED IN WHITE, WITH A GRAY SLATE ROOF.
 GA3453'IT HAS A SMALL SPIRE
 GA3453'AT THE FRONT, PAINTED BLACK, WITH AN OVER-ALL
 GA3453'HEIGHT OF ABOUT 70 FEET.  THE POINT
 GA3453'INTERSECTED WAS THE TOP OF THE
 GA3453'SPIRE.
 GA3453
 GA3453                          STATION RECOVERY (2003)
 GA3453
 GA3453'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3439 ***********************************************************************
 GA3439  DESIGNATION -  CHURCH HILL RAD STA WMCH MAST
 GA3439  PID         -  GA3439
 GA3439  STATE/COUNTY-  TN/HAWKINS
 GA3439  USGS QUAD   -  CHURCH HILL (1991)
 GA3439
 GA3439                         *CURRENT SURVEY CONTROL
 GA3439  ___________________________________________________________________
 GA3439* NAD 83(1995)-  36 31 14.66338(N)    082 44 52.21608(W)     ADJUSTED  
 GA3439* NAVD 88     -                                                        
 GA3439  ___________________________________________________________________
 GA3439  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GA3439  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA3439
 GA3439  HORZ ORDER  -  THIRD
 GA3439
 GA3439.The horizontal coordinates were established by classical geodetic methods
 GA3439.and adjusted by the National Geodetic Survey in April 1999..
 GA3439
 GA3439
 GA3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3439
 GA3439.The geoid height was determined by GEOID03.
 GA3439
 GA3439;                    North         East     Units Scale Factor Converg.
 GA3439;SPC TN       -   247,536.948   891,239.320   MT  1.00002011   +1 54 14.2
 GA3439;SPC TN       -   812,127.47  2,924,007.67   sFT  1.00002011   +1 54 14.2
 GA3439;UTM  17      - 4,043,129.395   343,506.533   MT  0.99990173   -1 02 25.3
 GA3439
 GA3439                          SUPERSEDED SURVEY CONTROL
 GA3439
 GA3439  NAD 83(1995)-  36 31 14.66505(N)    082 44 52.21779(W) AD(       ) 4
 GA3439  NAD 83(1995)-  36 31 14.67020(N)    082 44 52.23137(W) AD(       ) 4
 GA3439  NAD 83(1995)-  36 31 14.66967(N)    082 44 52.21949(W) AD(       ) 4
 GA3439  NAD 83(1986)-  36 31 14.67135(N)    082 44 52.21955(W) AD(       ) 4
 GA3439  NAD 27      -  36 31 14.32007(N)    082 44 52.63892(W) AD(       ) 3
 GA3439
 GA3439.Superseded values are not recommended for survey control.
 GA3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3439.See file dsdata.txt to determine how the superseded data were derived.
 GA3439
 GA3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4350743129(NAD 83)
 GA3439_MARKER: 42 = RADIO/TV MAST
 GA3439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3439+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 GA3439
 GA3439  HISTORY     - Date     Condition        Report By
 GA3439  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3439  HISTORY     - 20031127 GOOD             GEOCAC
 GA3439
 GA3439                          STATION DESCRIPTION
 GA3439
 GA3439'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3439'THE STATION IS LOCATED ABOUT 2 MILES WEST OF CHURCH HILL.
 GA3439'
 GA3439'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO 2.3
 GA3439'MILES WEST ON U.  S.
 GA3439'HIGHWAY 11W TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT
 GA3439'AND GO 0.35 MILE EAST ON THE
 GA3439'GRAVELED ROAD TO THE STATION.
 GA3439'
 GA3439'IT IS A STEEL STRUCTURE SUPPORTED BY GUY WIRES PAINTED IN ALTERNATE
 GA3439'COLORS OF RED AND WHITE
 GA3439'WITH AN OVER-ALL HEIGHT OF ABOUT 150 FEET.  THE
 GA3439'POINT INTERSECTED WAS THE RED LIGHT
 GA3439'AT THE TOP.
 GA3439
 GA3439                          STATION RECOVERY (2003)
 GA3439
 GA3439'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA3439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0841 ***********************************************************************
 GC0841  DESIGNATION -  CHURCH RM 1
 GC0841  PID         -  GC0841
 GC0841  STATE/COUNTY-  TN/DAVIDSON
 GC0841  USGS QUAD   -  OAK HILL (1968)
 GC0841
 GC0841                         *CURRENT SURVEY CONTROL
 GC0841  ___________________________________________________________________
 GC0841* NAD 83(1986)-  36 04 35.     (N)    086 50 20.     (W)     SCALED    
 GC0841* NAVD 88     -       195.354  (meters)     640.92   (feet)  ADJUSTED  
 GC0841  ___________________________________________________________________
 GC0841  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0841  DYNAMIC HT  -         195.185 (meters)     640.37  (feet)  COMP
 GC0841  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GC0841
 GC0841  VERT ORDER  -  SECOND    CLASS 0
 GC0841
 GC0841.The horizontal coordinates were scaled from a topographic map and have
 GC0841.an estimated accuracy of +/- 6 seconds.
 GC0841
 GC0841.The orthometric height was determined by differential leveling
 GC0841.and adjusted by the National Geodetic Survey in June 1991..
 GC0841
 GC0841.The geoid height was determined by GEOID03.
 GC0841
 GC0841.The dynamic height is computed by dividing the NAVD 88
 GC0841.geopotential number by the normal gravity value computed on the
 GC0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0841.degrees latitude (g = 980.6199 gals.).
 GC0841
 GC0841.The modeled gravity was interpolated from observed gravity values.
 GC0841
 GC0841;                    North         East    Units  Estimated Accuracy
 GC0841;SPC TN       -   193,720.      524,440.      MT  (+/- 180 meters Scaled)
 GC0841
 GC0841                          SUPERSEDED SURVEY CONTROL
 GC0841
 GC0841  NGVD 29 (??/??/92)  195.370  (m)          640.98   (f) ADJ UNCH    2 0
 GC0841
 GC0841.Superseded values are not recommended for survey control.
 GC0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0841.See file dsdata.txt to determine how the superseded data were derived.
 GC0841
 GC0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE145924(NAD 83)
 GC0841_MARKER: DD = SURVEY DISK
 GC0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0841_STAMPING: CHURCH RM-1 1963
 GC0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0841+STABILITY: SURFACE MOTION
 GC0841
 GC0841  HISTORY     - Date     Condition        Report By
 GC0841  HISTORY     - 1963     MONUMENTED       TNHD
 GC0841
 GC0841                          STATION DESCRIPTION
 GC0841
 GC0841'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0841'4 MI S FROM NASHVILLE.
 GC0841'THE MARK IS LOCATED AT THE CHURCH 1963 STATION SITE, 34 FEET
 GC0841'EAST OF THE CENTER LINE OF U.S. HIGHWAY 431, 5 FEET WEST OF
 GC0841'A ROCK WALL, AND 2 FEET SOUTHWEST OF THE TELEPHONE POLE NO. 171.
 GC0841'IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0839 ***********************************************************************
 GC0839  DESIGNATION -  CHURCH RM 2
 GC0839  PID         -  GC0839
 GC0839  STATE/COUNTY-  TN/DAVIDSON
 GC0839  USGS QUAD   -  OAK HILL (1968)
 GC0839
 GC0839                         *CURRENT SURVEY CONTROL
 GC0839  ___________________________________________________________________
 GC0839* NAD 83(1986)-  36 04 35.     (N)    086 50 20.     (W)     SCALED    
 GC0839* NAVD 88     -       194.129  (meters)     636.90   (feet)  ADJUSTED  
 GC0839  ___________________________________________________________________
 GC0839  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0839  DYNAMIC HT  -         193.961 (meters)     636.35  (feet)  COMP
 GC0839  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GC0839
 GC0839  VERT ORDER  -  SECOND    CLASS 0
 GC0839
 GC0839.The horizontal coordinates were scaled from a topographic map and have
 GC0839.an estimated accuracy of +/- 6 seconds.
 GC0839
 GC0839.The orthometric height was determined by differential leveling
 GC0839.and adjusted by the National Geodetic Survey in June 1991..
 GC0839
 GC0839.The geoid height was determined by GEOID03.
 GC0839
 GC0839.The dynamic height is computed by dividing the NAVD 88
 GC0839.geopotential number by the normal gravity value computed on the
 GC0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0839.degrees latitude (g = 980.6199 gals.).
 GC0839
 GC0839.The modeled gravity was interpolated from observed gravity values.
 GC0839
 GC0839;                    North         East    Units  Estimated Accuracy
 GC0839;SPC TN       -   193,720.      524,440.      MT  (+/- 180 meters Scaled)
 GC0839
 GC0839                          SUPERSEDED SURVEY CONTROL
 GC0839
 GC0839  NGVD 29 (??/??/92)  194.146  (m)          636.96   (f) ADJ UNCH    2 0
 GC0839
 GC0839.Superseded values are not recommended for survey control.
 GC0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0839.See file dsdata.txt to determine how the superseded data were derived.
 GC0839
 GC0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE145924(NAD 83)
 GC0839_MARKER: DD = SURVEY DISK
 GC0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0839_STAMPING: CHURCH RM-2 1963
 GC0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0839+STABILITY: SURFACE MOTION
 GC0839
 GC0839  HISTORY     - Date     Condition        Report By
 GC0839  HISTORY     - 1963     MONUMENTED       TNHD
 GC0839
 GC0839                          STATION DESCRIPTION
 GC0839
 GC0839'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0839'4 MI S FROM NASHVILLE.
 GC0839'THE MARK IS LOCATED AT THE CHURCH 1963 STATION SITE, 37 FEET
 GC0839'NORTH OF THE CENTER LINE OF THE PAVED DRIVE TO THE HILLSBORO
 GC0839'PRESBYTERIAN CHURCH, 27 FEET EAST OF THE CENTER LINE OF U.S.
 GC0839'HIGHWAY 431, AND 8 FEET WEST OF THE TELEPHONE POLE NO. 42.  IT
 GC0839'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1632 ***********************************************************************
 GD1632  DESIGNATION -  CHURCHTON
 GD1632  PID         -  GD1632
 GD1632  STATE/COUNTY-  TN/DYER
 GD1632  USGS QUAD   -  TATUMVILLE (1981)
 GD1632
 GD1632                         *CURRENT SURVEY CONTROL
 GD1632  ___________________________________________________________________
 GD1632* NAD 83(1995)-  36 07 10.91201(N)    089 10 58.96464(W)     ADJUSTED  
 GD1632* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 GD1632  ___________________________________________________________________
 GD1632  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 GD1632  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1632
 GD1632  HORZ ORDER  -  THIRD
 GD1632
 GD1632.The horizontal coordinates were established by classical geodetic methods
 GD1632.and adjusted by the National Geodetic Survey in April 1999..
 GD1632
 GD1632.The orthometric height was scaled from a topographic map.
 GD1632
 GD1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1632
 GD1632.The geoid height was determined by GEOID03.
 GD1632
 GD1632;                    North         East     Units Scale Factor Converg.
 GD1632;SPC TN       -   202,855.985   313,500.937   MT  0.99996079   -1 51 48.5
 GD1632;SPC TN       -   665,536.68  1,028,544.32   sFT  0.99996079   -1 51 48.5
 GD1632;UTM  16      - 3,999,431.769   303,530.406   MT  1.00007564   -1 17 14.1
 GD1632
 GD1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1632!SPC TN       -   0.99998779  x   0.99996079  =   0.99994858
 GD1632!UTM  16      -   0.99998779  x   1.00007564  =   1.00006343
 GD1632
 GD1632|---------------------------------------------------------------------|
 GD1632| PID    Reference Object                     Distance      Geod. Az  |
 GD1632|                                                           dddmmss.s |
 GD1632| GD1634 TT 11 RJH                            24.762 METERS 07856     |
 GD1632| GD1645 NEWBERN MUNICIPAL TANK              APPROX. 7.5 KM 2653521.9 |
 GD1632| CG3786 CHURCHTON AZ MK                                    2695904.1 |
 GD1632| CG3787 CHURCHTON RM 1                       33.672 METERS 35107     |
 GD1632| GD1636 TRIMBLE MUNICIPAL TANK              APPROX. 9.4 KM 3553641.4 |
 GD1632|---------------------------------------------------------------------|
 GD1632
 GD1632                          SUPERSEDED SURVEY CONTROL
 GD1632
 GD1632  NAD 83(1995)-  36 07 10.91538(N)    089 10 58.96563(W) AD(       ) 3
 GD1632  NAD 83(1995)-  36 07 10.91594(N)    089 10 58.96533(W) AD(       ) 3
 GD1632  NAD 83(1986)-  36 07 10.92356(N)    089 10 58.96448(W) AD(       ) 3
 GD1632  NAD 27      -  36 07 10.67610(N)    089 10 58.72210(W) AD(       ) 3
 GD1632
 GD1632.Superseded values are not recommended for survey control.
 GD1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1632.See file dsdata.txt to determine how the superseded data were derived.
 GD1632
 GD1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0353099432(NAD 83)
 GD1632_MARKER: DS = TRIANGULATION STATION DISK
 GD1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1632_STAMPING: CHURCHTON 1959
 GD1632_PROJECTION: FLUSH
 GD1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1632
 GD1632  HISTORY     - Date     Condition        Report By
 GD1632  HISTORY     - 1959     MONUMENTED       CGS
 GD1632  HISTORY     - 1967     GOOD             CGS
 GD1632  HISTORY     - 19961105 GOOD             USE
 GD1632
 GD1632                          STATION DESCRIPTION
 GD1632
 GD1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1632'THE STATION IS ABOUT 5.5 MILES EAST OF NEWBERN, 4 MILES NORTHWEST OF
 GD1632'YORKVILLE AND IS IN THE SOUTHWEST CORNER OF THE CHURCH GROUNDS OF
 GD1632'THE LEMASAMAC CHURCH OF CHRIST.  IT IS 84 FEET WEST OF THE SOUTHWEST
 GD1632'CORNER OF THE CHURCH HOUSE, 71 FEET SOUTHWEST OF A 30 INCH
 GD1632'PECAN TREE, 61 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 80 FEET
 GD1632'NORTH OF THE CENTERLINE OF STATE HIGHWAY 77, 40 FEET NORTHEAST OF A
 GD1632'POWER POLE AND 36 FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT
 GD1632'IS FLUSH AND THE DISK IS STAMPED CHURCHTON 1959.
 GD1632'
 GD1632'TO REACH THE STATION FROM THE POST OFFICE IN NEWBERN, GO NORTH ON
 GD1632'U.S. HIGHWAY 51 FOR 0.35 MILES TO A JUNCTION WITH STATE HIGHWAY 77.
 GD1632'TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 77 FOR 0.6 MILE TO A
 GD1632'RAILROAD CROSSING.  CONTINUE EASTERLY ON HIGHWAY 77 FOR 2.8 MILES
 GD1632'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY ON
 GD1632'HIGHWAY 77 FOR 1.0 MILE TO A CROSSROAD, AND CHURCH ON THE LEFT,
 GD1632'AND STATION ON THE LEFT.
 GD1632'
 GD1632'REFERENCE MARK 1 IS 43 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 GD1632'27 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTH OF
 GD1632'OF THE WEST END OF A BUSHY FENCE ROW.  THE MONUMENT PROJECTS 2
 GD1632'INCHES AND THE DISK IS STAMPED CHURCHTON NO 1 1959.
 GD1632'
 GD1632'TT 11 USGS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 GD1632'IN THE TOP OF AN 8 X 8 INCH SQUARE CONCRETE POST SET FLUSH WITH THE
 GD1632'GROUND STAMPED TT 11 RJH 1956.  IT IS 33 FEET NORTHWEST OF A 24
 GD1632'INCH TREE, 33 FEET SOUTHEAST OF THE 30 INCH PECAN TREE AND 3 FEET
 GD1632'WEST OF THE SOUTHWEST CORNER OF THE CHURCH HOUSE.
 GD1632'
 GD1632'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 GD1632'77, 27 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 1
 GD1632'FOOT WEST OF A WIRE FENCE, 5 FEET SOUTH OF A TELEPHONE POLE AND 4
 GD1632'FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2
 GD1632'INCHES AND THE DISK IS STAMPED CHURCHTON 1959.
 GD1632'
 GD1632'TRAVERSE DISTANCE GIVEN FOR STATION TT 11 USGS.
 GD1632'
 GD1632'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1632
 GD1632                          STATION RECOVERY (1967)
 GD1632
 GD1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1632'THIS STATION AND ALL MARKS RECOVERED AS DESCRIBED.
 GD1632'CONDITION OF ALL MARKS GOOD.
 GD1632'
 GD1632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GD1632'NORTHWEST OF YORKVILLE.
 GD1632
 GD1632                          STATION RECOVERY (1996)
 GD1632
 GD1632'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 GD1632'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1618 ***********************************************************************
 GD1618  DESIGNATION -  CITY PARK
 GD1618  PID         -  GD1618
 GD1618  STATE/COUNTY-  TN/OBION
 GD1618  USGS QUAD   -  OBION (1983)
 GD1618
 GD1618                         *CURRENT SURVEY CONTROL
 GD1618  ___________________________________________________________________
 GD1618* NAD 83(1995)-  36 20 19.82584(N)    089 09 52.61827(W)     ADJUSTED  
 GD1618* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 GD1618  ___________________________________________________________________
 GD1618  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 GD1618  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1618
 GD1618  HORZ ORDER  -  THIRD
 GD1618
 GD1618.The horizontal coordinates were established by classical geodetic methods
 GD1618.and adjusted by the National Geodetic Survey in April 1999..
 GD1618
 GD1618.The orthometric height was scaled from a topographic map.
 GD1618
 GD1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1618
 GD1618.The geoid height was determined by GEOID03.
 GD1618
 GD1618;                    North         East     Units Scale Factor Converg.
 GD1618;SPC TN       -   227,105.607   315,945.300   MT  0.99998712   -1 51 09.7
 GD1618;SPC TN       -   745,095.65  1,036,563.87   sFT  0.99998712   -1 51 09.7
 GD1618;UTM  16      - 4,023,706.989   305,732.388   MT  1.00006501   -1 16 59.0
 GD1618
 GD1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1618!SPC TN       -   0.99998606  x   0.99998712  =   0.99997318
 GD1618!UTM  16      -   0.99998606  x   1.00006501  =   1.00005107
 GD1618
 GD1618|---------------------------------------------------------------------|
 GD1618| PID    Reference Object                     Distance      Geod. Az  |
 GD1618|                                                           dddmmss.s |
 GD1618| CG3789 CITY PARK RM 1                       25.911 METERS 08541     |
 GD1618| GD0779 P 13                                 18.845 METERS 18225     |
 GD1618| GD1622 TROY MUNICIPAL TANK                 474.160 METERS 2941751.3 |
 GD1618| GD1623 TROY                                APPROX. 2.7 KM 3210101.1 |
 GD1618| CG3788 CITY PARK AZ MK                                    3432430.3 |
 GD1618|---------------------------------------------------------------------|
 GD1618
 GD1618                          SUPERSEDED SURVEY CONTROL
 GD1618
 GD1618  NAD 83(1995)-  36 20 19.82908(N)    089 09 52.61762(W) AD(       ) 3
 GD1618  NAD 83(1995)-  36 20 19.83132(N)    089 09 52.61763(W) AD(       ) 3
 GD1618  NAD 83(1986)-  36 20 19.83789(N)    089 09 52.61763(W) AD(       ) 3
 GD1618  NAD 27      -  36 20 19.59620(N)    089 09 52.37370(W) AD(       ) 3
 GD1618
 GD1618.Superseded values are not recommended for survey control.
 GD1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1618.See file dsdata.txt to determine how the superseded data were derived.
 GD1618
 GD1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0573223707(NAD 83)
 GD1618_MARKER: DS = TRIANGULATION STATION DISK
 GD1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1618
 GD1618  HISTORY     - Date     Condition        Report By
 GD1618  HISTORY     - 1959     MONUMENTED       CGS
 GD1618  HISTORY     - 1967     GOOD             CGS
 GD1618
 GD1618                          STATION DESCRIPTION
 GD1618
 GD1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1618'THE STATION IS IN THE CITY PARK OF TROY, IN THE SOUTHWEST CORNER OF
 GD1618'THE PARK, WHICH IS CENTRALY LOCATED IN TROY.  IT IS 120 FEET NORTH
 GD1618'OF THE CENTERLINE OF STATE HIGHWAY 21, 81 FEET EAST OF THE
 GD1618'CENTERLINE OF A PAVED STREET, 18 FEET EAST OF THE EAST EDGE OF A
 GD1618'SIDEWALK, 40 FEET SOUTH OF A 12 INCH LOCUST TREE AND
 GD1618'35 FEET NORTHWEST OF A 12 INCH LOCUST TREE.  THE MONUMENT IS FLUSH
 GD1618'AND THE DISK IS STAMPED CITY PARK 1959.
 GD1618'
 GD1618'REFERENCE MARK 1 IS 128 FEET NORTH OF THE CENTERLINE OF HIGHWAY 21,
 GD1618'130 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 51, 29 FEET
 GD1618'NORTHWEST OF A 10 INCH LOCUST TREE, 40 FEET SOUTH OF A 16 INCH
 GD1618'LOCUST TREE AND 36 FEET SOUTHEAST OF A POWER POLE.  THE MONUMENT IS
 GD1618'FLUSH AND THE DISK IS STAMPED CITY PARK NO 1 1959.
 GD1618'
 GD1618'BENCH MARK P 13 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GD1618'MARK DISK SET FLUSH IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT
 GD1618'PROJECTS 3 INCHES.  THE DISK IS STAMPED P 13 1935.  IT IS 56 FEET
 GD1618'NORTH OF THE CENTERLINE OF HIGHWAY 21, 79 FEET EAST OF THE
 GD1618'CENTERLINE OF THE PAVED STREET AND 39 FEET SOUTHEAST OF A 14 INCH
 GD1618'LOCUST TREE.
 GD1618'
 GD1618'THE AZIMUTH MARK IS ON THE PROPERTY OF MR. S. R. MALONE, 15 FEET
 GD1618'SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 23 FEET NORTH OF THE
 GD1618'CENTERLINE OF A PAVED STREET AND 60 FEET EAST OF A POWER POLE.  THE
 GD1618'MONUMENT IS FLUSH AND THE DISK IS STAMPED CITY PARK 1959.
 GD1618'
 GD1618'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE, AT THE NORTHWEST
 GD1618'CORNER OF THE CITY PARK AND ABOUT 300 FEET NORTH OF THE STATION, GO
 GD1618'WEST ON A PAVED STREET FOR 0.05 MILE TO A T-STREET.  TURN RIGHT AND
 GD1618'GO NORTH ON A PAVED STREET FOR 0.05 MILE TO A CROSS STREET.  CONTINUE
 GD1618'NORTH ON THE PAVED STREET FOR 0.05 MILE TO A T-STREET.  TURN
 GD1618'RIGHT AND GO EAST FOR ABOUT 120 FEET TO THE AZIMUTH MARK ON THE LEFT.
 GD1618'
 GD1618'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1618
 GD1618                          STATION RECOVERY (1967)
 GD1618
 GD1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1618'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 GD1618'
 GD1618'THE DETAILED DESCRIPTION OF THE STATION AND ALL MARKS, AND THE
 GD1618'STATION TO-REACH ARE CORRECT AND COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4387 ***********************************************************************
 AA4387  SACS        -  This is a Secondary Airport Control Station.
 AA4387  DESIGNATION -  CKV AP 1967 STA B
 AA4387  PID         -  AA4387
 AA4387  STATE/COUNTY-  TN/MONTGOMERY
 AA4387  USGS QUAD   -  NEW PROVIDENCE (1986)
 AA4387
 AA4387                         *CURRENT SURVEY CONTROL
 AA4387  ___________________________________________________________________
 AA4387* NAD 83(1995)-  36 36 52.57615(N)    087 24 45.03596(W)     ADJUSTED  
 AA4387* NAVD 88     -       166.37   (+/-2cm)     545.8    (feet)  VERTCON   
 AA4387  ___________________________________________________________________
 AA4387  X           -     231,400.275 (meters)                     COMP
 AA4387  Y           -  -5,120,500.829 (meters)                     COMP
 AA4387  Z           -   3,783,231.645 (meters)                     COMP
 AA4387  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AA4387  ELLIP HEIGHT-         136.73  (meters)          (02/25/99) GPS OBS
 AA4387  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AA4387
 AA4387  HORZ ORDER  -  FIRST
 AA4387  VERT ORDER  -  THIRD ? (See Below)
 AA4387  ELLP ORDER  -  FOURTH    CLASS II
 AA4387
 AA4387.This mark is at Outlaw Field Airport (CKV)
 AA4387
 AA4387.The horizontal coordinates were established by GPS observations
 AA4387.and adjusted by the National Geodetic Survey in February 1999..
 AA4387
 AA4387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4387
 AA4387.GPS derived orthometric heights for airport stations designated as
 AA4387.PACS or SACS are published to 2 decimal places.  This maintains
 AA4387.centimeter relative accuracy between the PACS and SACS.  It does
 AA4387.not indicate centimeter accuracy relative to other marks which are
 AA4387.part of the NAVD 88 network.
 AA4387.The vertical order pertains to the NGVD 29 superseded value.
 AA4387
 AA4387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4387
 AA4387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4387
 AA4387.The ellipsoidal height was determined by GPS observations
 AA4387.and is referenced to NAD 83.
 AA4387
 AA4387.The geoid height was determined by GEOID03.
 AA4387
 AA4387;                    North         East     Units Scale Factor Converg.
 AA4387;SPC TN       -   254,025.880   473,637.614   MT  1.00004110   -0 49 37.0
 AA4387;SPC TN       -   833,416.57  1,553,926.07   sFT  1.00004110   -0 49 37.0
 AA4387;UTM  16      - 4,052,199.783   463,111.981   MT  0.99961676   -0 14 45.7
 AA4387
 AA4387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4387!SPC TN       -   0.99997854  x   1.00004110  =   1.00001964
 AA4387!UTM  16      -   0.99997854  x   0.99961676  =   0.99959531
 AA4387
 AA4387:                Primary Azimuth Mark                     Grid Az
 AA4387:SPC TN       -  CKV ARP 1967                             346 58 17.2
 AA4387:UTM  16      -  CKV ARP 1967                             346 23 25.9
 AA4387
 AA4387|---------------------------------------------------------------------|
 AA4387| PID    Reference Object                     Distance      Geod. Az  |
 AA4387|                                                           dddmmss.s |
 AA4387| AA4386 CKV ARP 1967                        APPROX. 0.7 KM 3460840.2 |
 AA4387|---------------------------------------------------------------------|
 AA4387
 AA4387                          SUPERSEDED SURVEY CONTROL
 AA4387
 AA4387  NAD 83(1995)-  36 36 52.57739(N)    087 24 45.04012(W) AD(       ) 1
 AA4387  NAD 83(1995)-  36 36 52.57740(N)    087 24 45.04013(W) AD(       ) 1
 AA4387  ELLIP H (09/30/94)  136.69   (m)                       GP(       ) 4 2
 AA4387  NGVD 29 (09/30/94)  166.43   (m)          546.0    (f) LEVELING    3  
 AA4387
 AA4387.Superseded values are not recommended for survey control.
 AA4387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4387.See file dsdata.txt to determine how the superseded data were derived.
 AA4387
 AA4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6311252200(NAD 83)
 AA4387_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4387_SP_SET: CONCRETE POST
 AA4387_STAMPING: AP 1967 STA B
 AA4387_MARK LOGO: CGS   
 AA4387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4387+STABILITY: SURFACE MOTION
 AA4387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4387+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AA4387
 AA4387  HISTORY     - Date     Condition        Report By
 AA4387  HISTORY     - 1967     MONUMENTED       CGS
 AA4387  HISTORY     - 19870320 GOOD             NGS
 AA4387
 AA4387                          STATION DESCRIPTION
 AA4387
 AA4387'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DLW)
 AA4387'STATION IS LOCATED ON OUTLAW FIELD AIRPORT WHICH IS LOCATED NORTHWEST
 AA4387'OF THE CITY OF CLARKSVILLE, TN JUST SOUTH OF THE KENTUCKY-TENNESSEE
 AA4387'BORDER EAST OF ALTERNATE US HIGHWAY 41 AND SOUTH OF STATE HIGHWAY 236.
 AA4387'FROM THE TERMINAL RAMP DRIVE EAST TO THE TAXIWAY RUNNING NORTH-SOUTH
 AA4387'AND PARALLEL TO THE RUNWAY.  TURN SOUTH ONTO TAXIWAY AND PROCEED ON
 AA4387'TAXIWAY CROSSING AN EAST-WEST TAXIWAY TO RUNWAY 5/23 THEN ACROSS
 AA4387'RUNWAY 5/23. CONTINUE ON TAXIWAY TO RUNWAY END 35. CROSS RUNWAY END 35
 AA4387'TO STATION ON EAST SIDE OF RUNWAY ABOUT 418 FT (127.4 M) NNE OF THE
 AA4387'CENTERLINE END OF RUNWAY 35 ABOUT 100 FT (30.5 M) EAST OF THE EAST
 AA4387'EDGE OF THE RUNWAY. IT IS ABOUT 418 FT (127.4 M) NNE OF THE CENTERLINE
 AA4387'END OF RUNWAY 34, 150 FT (45.7 M) E OF THE CENTERLINE OF THE RUNWAY,
 AA4387'91.1 FT (27.8 M) E OF THE SECOND RUNWAY LIGHT NORTH OF THE RUNWAY END
 AA4387'(NUMBER 63), 207.4 FT (63.2 M) SE OF THE THIRD RUNWAY LIGHT FROM THE
 AA4387'END (NUMBER 61) AND 269.6 FT (82.2 M) SE OF THE SE CONCRETE FOOTING OF
 AA4387'THE MOST SOUTHEASTERLY OF 4 VASI LIGHT BOXES.
 AA4387
 AA4387                          STATION RECOVERY (1987)
 AA4387
 AA4387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AA4387'STATION IS LOCATED ABOUT 418 FT (127.4 M) NNE OF THE CENTERLINE END OF
 AA4387'RWY 34, 150 FT (45.7 M) EAST OF THE CENTERLINE OF THE RUNWAY, 91.1 FT
 AA4387'(27.8 M) EAST OF THE SECOND RWY LT NORTH OF THE RWY END ON THE EAST
 AA4387'SIDE OF THE RWY (LT 63), 207.4 FT (63.2 M) SE OF THE NEXT RWY LT TO
 AA4387'THE NORTH (LT 61) AND 269.6 FT (82.2 M) SE OF THE SE CONCRETE FOOTING
 AA4387'OF THE MOST SOUTHERLY OF 4 VASI LIGHT BOXES.  THE STATION IS A
 AA4387'STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 AA4387'THE GROUND AND STAMPED AP 1967 STA B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4386 ***********************************************************************
 AA4386  PACS        -  This is a Primary Airport Control Station.
 AA4386  DESIGNATION -  CKV ARP 1967
 AA4386  PID         -  AA4386
 AA4386  STATE/COUNTY-  TN/MONTGOMERY
 AA4386  USGS QUAD   -  NEW PROVIDENCE (1986)
 AA4386
 AA4386                         *CURRENT SURVEY CONTROL
 AA4386  ___________________________________________________________________
 AA4386* NAD 83(1995)-  36 37 15.27325(N)    087 24 51.98098(W)     ADJUSTED  
 AA4386* NAVD 88     -       164.33   (+/-2cm)     539.1    (feet)  VERTCON   
 AA4386  ___________________________________________________________________
 AA4386  X           -     231,208.965 (meters)                     COMP
 AA4386  Y           -  -5,120,090.064 (meters)                     COMP
 AA4386  Z           -   3,783,791.983 (meters)                     COMP
 AA4386  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA4386  ELLIP HEIGHT-         134.67  (meters)          (02/25/99) GPS OBS
 AA4386  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AA4386
 AA4386  HORZ ORDER  -  B
 AA4386  VERT ORDER  -  THIRD ? (See Below)
 AA4386  ELLP ORDER  -  FOURTH    CLASS II
 AA4386
 AA4386.This mark is at Outlaw Field Airport (CKV)
 AA4386
 AA4386.The horizontal coordinates were established by GPS observations
 AA4386.and adjusted by the National Geodetic Survey in February 1999..
 AA4386
 AA4386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4386
 AA4386.GPS derived orthometric heights for airport stations designated as
 AA4386.PACS or SACS are published to 2 decimal places.  This maintains
 AA4386.centimeter relative accuracy between the PACS and SACS.  It does
 AA4386.not indicate centimeter accuracy relative to other marks which are
 AA4386.part of the NAVD 88 network.
 AA4386.The vertical order pertains to the NGVD 29 superseded value.
 AA4386
 AA4386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4386
 AA4386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4386
 AA4386.The ellipsoidal height was determined by GPS observations
 AA4386.and is referenced to NAD 83.
 AA4386
 AA4386.The geoid height was determined by GEOID03.
 AA4386
 AA4386;                    North         East     Units Scale Factor Converg.
 AA4386;SPC TN       -   254,727.970   473,475.155   MT  1.00004261   -0 49 41.0
 AA4386;SPC TN       -   835,720.01  1,553,393.07   sFT  1.00004261   -0 49 41.0
 AA4386;UTM  16      - 4,052,899.893   462,942.485   MT  0.99961692   -0 14 50.0
 AA4386
 AA4386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4386!SPC TN       -   0.99997887  x   1.00004261  =   1.00002147
 AA4386!UTM  16      -   0.99997887  x   0.99961692  =   0.99959579
 AA4386
 AA4386:                Primary Azimuth Mark                     Grid Az
 AA4386:SPC TN       -  CKV AP 1967 STA B                        166 58 17.1
 AA4386:UTM  16      -  CKV AP 1967 STA B                        166 23 26.1
 AA4386
 AA4386|---------------------------------------------------------------------|
 AA4386| PID    Reference Object                     Distance      Geod. Az  |
 AA4386|                                                           dddmmss.s |
 AA4386| AA4387 CKV AP 1967 STA B                   APPROX. 0.7 KM 1660836.1 |
 AA4386|---------------------------------------------------------------------|
 AA4386
 AA4386                          SUPERSEDED SURVEY CONTROL
 AA4386
 AA4386  NAD 83(1995)-  36 37 15.27449(N)    087 24 51.98515(W) AD(       ) B
 AA4386  ELLIP H (09/30/94)  134.64   (m)                       GP(       ) 4 2
 AA4386  NGVD 29 (09/30/94)  164.39   (m)          539.3    (f) LEVELING    3  
 AA4386
 AA4386.Superseded values are not recommended for survey control.
 AA4386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4386.See file dsdata.txt to determine how the superseded data were derived.
 AA4386
 AA4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6294252900(NAD 83)
 AA4386_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4386_SP_SET: CONCRETE POST
 AA4386_STAMPING: ARP 1967
 AA4386_MARK LOGO: CGS   
 AA4386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4386+STABILITY: SURFACE MOTION
 AA4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4386+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AA4386
 AA4386  HISTORY     - Date     Condition        Report By
 AA4386  HISTORY     - 1967     MONUMENTED       CGS
 AA4386  HISTORY     - 19870320 GOOD             NGS
 AA4386
 AA4386                          STATION DESCRIPTION
 AA4386
 AA4386'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DLW)
 AA4386'STATION IS LOCATED ON OUTLAW FIELD AIRPORT WHICH IS LOCATED NORTHWEST
 AA4386'OF THE CITY OF CLARKSVILLE, TN JUST SOUTH OF THE KENTUCKY-TENNESSEE
 AA4386'BORDER EAST OF ALTERNATE US HIGHWAY 41 AND SOUTH OF STATE HIGHWAY 236.
 AA4386'FROM THE TERMINAL RAMP DRIVE EAST TO THE TAXIWAY RUNNING NORTH-SOUTH
 AA4386'AND PARALLEL TO THE RUNWAY.  TURN SOUTH ONTO TAXIWAY AND PROCEED ON
 AA4386'TAXIWAY CROSSING AN EAST-WEST TAXIWAY TO RUNWAY 5/23.  PROCEED ONTO
 AA4386'RUNWAY ACROSS THE INTERSECTION OF RUNWAYS 5/23 AND 17/35 TO THE GRASS
 AA4386'SOUTHEAST OF THE INTERSECTION OF RUNWAY.  GO SOUTHERLY ALONG THE EAST
 AA4386'EDGE OF RUNWAY 17/35 FOR 0.1 MI (0.2 KM) TO THE STATION ON LEFT. IT IS
 AA4386'150 FT (45.7 M) EAST OF THE CENTERLINE OF THE NORTH-SOUTH RUNWAY, 500
 AA4386'FT (152.4 M) SE OF THE RUNWAY INTERSECTION, 653 FT (199.0 M) SW OF A
 AA4386'RADAR SITE (VOR), 183.7 FT (56.0 M) SE OF THE SECOND RUNWAY LIGHT
 AA4386'SOUTH OF THE INTERSECTION OF RUNWAY AND 97.0 FT (29.6 M) NE OF THE
 AA4386'THIRD RUNWAY LIGHT FROM THE INTERSECTION.
 AA4386
 AA4386                          STATION RECOVERY (1987)
 AA4386
 AA4386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AA4386'STATION IS LOCATED 150 FT (45.7 M) EAST OF THE CENTERLINE OF RWY
 AA4386'16-34, 500 FT (152.4 M) SE OF THE INTERSECTION OF THE RUNWAYS, 653 FT
 AA4386'(199.0 M) SW OF THE VOR, 183.7 FT (56.0 M) SE OF THE SECOND RWY LT
 AA4386'SOUTH OF THE INTERSECTION OF THE RUNWAYS ON THE EAST SIDE OF RWY 16-34
 AA4386'(LT 37), AND 97.0 FT (29.6 M) NE OF THE NEXT RWY LT TO THE SOUTH (LT
 AA4386'39).  THE STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE
 AA4386'MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4388 ***********************************************************************
 AA4388  SACS        -  This is a Secondary Airport Control Station.
 AA4388  DESIGNATION -  CKV C 1993
 AA4388  PID         -  AA4388
 AA4388  STATE/COUNTY-  TN/MONTGOMERY
 AA4388  USGS QUAD   -  NEW PROVIDENCE (1986)
 AA4388
 AA4388                         *CURRENT SURVEY CONTROL
 AA4388  ___________________________________________________________________
 AA4388* NAD 83(1995)-  36 37 36.66322(N)    087 25 01.59031(W)     ADJUSTED  
 AA4388* NAVD 88     -       160.28   (+/-2cm)     525.9    (feet)  VERTCON   
 AA4388  ___________________________________________________________________
 AA4388  X           -     230,952.561 (meters)                     COMP
 AA4388  Y           -  -5,119,704.649 (meters)                     COMP
 AA4388  Z           -   3,784,318.763 (meters)                     COMP
 AA4388  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA4388  ELLIP HEIGHT-         130.64  (meters)          (02/25/99) GPS OBS
 AA4388  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AA4388
 AA4388  HORZ ORDER  -  FIRST
 AA4388  VERT ORDER  -  THIRD ? (See Below)
 AA4388  ELLP ORDER  -  FOURTH    CLASS II
 AA4388
 AA4388.This mark is at Outlaw Field Airport (CKV)
 AA4388
 AA4388.The horizontal coordinates were established by GPS observations
 AA4388.and adjusted by the National Geodetic Survey in February 1999..
 AA4388
 AA4388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4388
 AA4388.GPS derived orthometric heights for airport stations designated as
 AA4388.PACS or SACS are published to 2 decimal places.  This maintains
 AA4388.centimeter relative accuracy between the PACS and SACS.  It does
 AA4388.not indicate centimeter accuracy relative to other marks which are
 AA4388.part of the NAVD 88 network.
 AA4388.The vertical order pertains to the NGVD 29 superseded value.
 AA4388
 AA4388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4388
 AA4388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4388
 AA4388.The ellipsoidal height was determined by GPS observations
 AA4388.and is referenced to NAD 83.
 AA4388
 AA4388.The geoid height was determined by GEOID03.
 AA4388
 AA4388;                    North         East     Units Scale Factor Converg.
 AA4388;SPC TN       -   255,390.733   473,245.947   MT  1.00004404   -0 49 46.7
 AA4388;SPC TN       -   837,894.43  1,552,641.08   sFT  1.00004404   -0 49 46.7
 AA4388;UTM  16      - 4,053,560.017   462,706.671   MT  0.99961713   -0 14 55.9
 AA4388
 AA4388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4388!SPC TN       -   0.99997950  x   1.00004404  =   1.00002354
 AA4388!UTM  16      -   0.99997950  x   0.99961713  =   0.99959664
 AA4388
 AA4388                          SUPERSEDED SURVEY CONTROL
 AA4388
 AA4388  NAD 83(1995)-  36 37 36.66446(N)    087 25 01.59447(W) AD(       ) 1
 AA4388  NAD 83(1995)-  36 37 36.66447(N)    087 25 01.59448(W) AD(       ) 1
 AA4388  ELLIP H (09/30/94)  130.61   (m)                       GP(       ) 4 2
 AA4388  NGVD 29 (09/30/94)  160.34   (m)          526.0    (f) LEVELING    3  
 AA4388
 AA4388.Superseded values are not recommended for survey control.
 AA4388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4388.See file dsdata.txt to determine how the superseded data were derived.
 AA4388
 AA4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6270753560(NAD 83)
 AA4388_MARKER: DD = SURVEY DISK
 AA4388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4388_SP_SET: CONCRETE POST
 AA4388_STAMPING: CKV C 1993
 AA4388_MARK LOGO: NOS   
 AA4388_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4388+STABILITY: SURFACE MOTION
 AA4388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4388+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4388
 AA4388  HISTORY     - Date     Condition        Report By
 AA4388  HISTORY     - 1993     MONUMENTED       NOS
 AA4388  HISTORY     - 19930315 GOOD             NGS
 AA4388
 AA4388                          STATION DESCRIPTION
 AA4388
 AA4388'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AA4388'STATION IS LOCATED ON OUTLAW FIELD AIRPORT WHICH IS LOCATED NORTHWEST
 AA4388'OF THE CITY OF CLARKSVILLE, TN JUST SOUTH OF THE KENTUCKY/TENNESSE
 AA4388'STATE LINE EAST OF ALTERNATE US HIGHWAY 41 AND SOUTH OF STATE HIGHWAY
 AA4388'236. FROM THE TERMINAL AREA PROCEED EAST TO THE TAXIWAY RUNNING
 AA4388'PARALLEL WITH THE NORTH-SOUTH RUNWAY.  GO NORTH ON THE TAXIWAY TO
 AA4388'WHERE IT JOGS EAST TO THE RUNWAY AND THE STATION WHICH IS ON THE WEST
 AA4388'SIDE OF THE RUNWAY NORTH OF THE TAXIWAY. IT IS 12.9 M (42.3 FT) NE OF
 AA4388'THE N EDGE OF THE TAXIWAY, 12.7 M (41.7 FT) WSW OF THE WEST EDGE OF
 AA4388'THE RUNWAY, 10.6 M (34.8 FT) W OF A RUNWAY LIGHT AND 10.5 M (34.4 FT)
 AA4388'N OF THE SECOND TAXIWAY LIGHT W OF THE RUNWAY EDGE.
 AA4388
 AA4388                          STATION RECOVERY (1993)
 AA4388
 AA4388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA4388'THE STATION IS LOCATED NORTH OF THE INTERSECTION OF A TAXIWAY AND WEST
 AA4388'OF RUNWAY 17-35 NEAR THE NORTH END OF THE AIRFIELD.  42.4 FT (12.9 M)
 AA4388'NORTHEAST OF THE NORTH EDGE OF THE TAXIWAY, 41.6 FT (12.7 M)
 AA4388'WEST-SOUTHWEST OF THE WEST EDGE OF RUNWAY 17-35, 34.8 FT (10.6 M) WEST
 AA4388'OF THE FIRST RUNWAY LIGHT NORTH OF THE INTERSECTION WITH TAXIWAY AND
 AA4388'34.7 FT (10.6 M) NORTH OF THE 2ND TAXIWAY LT WEST OF RUNWAY 17-35.
 AA4388'THE STATION IS A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE
 AA4388'MONUMENT 0.5 FT (15.2 CM) BELOW THE GROUND SURFACE.  DISK IS STAMPED
 AA4388'CKV C 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2218 ***********************************************************************
 FE2218  DESIGNATION -  CLARK
 FE2218  PID         -  FE2218
 FE2218  STATE/COUNTY-  TN/CARROLL
 FE2218  USGS QUAD   -  SEVENTEEN CREEK (1986)
 FE2218
 FE2218                         *CURRENT SURVEY CONTROL
 FE2218  ___________________________________________________________________
 FE2218* NAD 83(1995)-  35 57 17.00930(N)    088 14 14.41550(W)     ADJUSTED  
 FE2218* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 FE2218  ___________________________________________________________________
 FE2218  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FE2218  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FE2218
 FE2218  HORZ ORDER  -  SECOND
 FE2218
 FE2218.The horizontal coordinates were established by classical geodetic methods
 FE2218.and adjusted by the National Geodetic Survey in April 1999..
 FE2218
 FE2218.The orthometric height was scaled from a topographic map.
 FE2218
 FE2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2218
 FE2218.The geoid height was determined by GEOID03.
 FE2218
 FE2218;                    North         East     Units Scale Factor Converg.
 FE2218;SPC TN       -   182,198.932   398,185.694   MT  0.99995061   -1 18 35.4
 FE2218;SPC TN       -   597,764.33  1,306,380.90   sFT  0.99995061   -1 18 35.4
 FE2218;UTM  16      - 3,979,634.290   388,415.274   MT  0.99975342   -0 43 35.7
 FE2218
 FE2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2218!SPC TN       -   0.99997557  x   0.99995061  =   0.99992618
 FE2218!UTM  16      -   0.99997557  x   0.99975342  =   0.99972900
 FE2218
 FE2218:                Primary Azimuth Mark                     Grid Az
 FE2218:SPC TN       -  CLARK AZ MK                              003 11 31.4
 FE2218:UTM  16      -  CLARK AZ MK                              002 36 31.7
 FE2218
 FE2218|---------------------------------------------------------------------|
 FE2218| PID    Reference Object                     Distance      Geod. Az  |
 FE2218|                                                           dddmmss.s |
 FE2218| CG3790 CLARK AZ MK                                        0015256.0 |
 FE2218| CG3793 CLARK RM 3                            9.414 METERS 07645     |
 FE2218| FE2219 SMOTHERS                            APPROX. 3.6 KM 0855755.0 |
 FE2218| CG3792 CLARK RM 2                           19.428 METERS 20701     |
 FE2218| CG3791 CLARK RM 1                           21.068 METERS 35246     |
 FE2218|---------------------------------------------------------------------|
 FE2218
 FE2218                          SUPERSEDED SURVEY CONTROL
 FE2218
 FE2218  NAD 83(1995)-  35 57 17.01125(N)    088 14 14.42235(W) AD(       ) 2
 FE2218  NAD 83(1986)-  35 57 17.01935(N)    088 14 14.41596(W) AD(       ) 2
 FE2218  NAD 27      -  35 57 16.79700(N)    088 14 14.26000(W) AD(       ) 2
 FE2218
 FE2218.Superseded values are not recommended for survey control.
 FE2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2218.See file dsdata.txt to determine how the superseded data were derived.
 FE2218
 FE2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8841579634(NAD 83)
 FE2218_MARKER: DS = TRIANGULATION STATION DISK
 FE2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2218
 FE2218  HISTORY     - Date     Condition        Report By
 FE2218  HISTORY     - 1934     MONUMENTED       CGS
 FE2218  HISTORY     - 1976     GOOD             NGS
 FE2218
 FE2218                          STATION DESCRIPTION
 FE2218
 FE2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2218'ABOUT 3 MILES EAST OF BUENA VISTA, 1/4 MILE SOUTH OF POND BRANCH
 FE2218'SCHOOL, AND ON PROPERTY OF J. G. CLARK. TO REACH FROM BUENA VISTA,
 FE2218'GO EAST 0.2 MILE, TAKE T-ROAD RIGHT AND GO 1.7 MILES TO BIG SANDY
 FE2218'BRIDGE, TAKE LEFT FORK AND GO 2.7 MILES NORTHEAST TO TOP OF RIDGE
 FE2218'AND T-ROAD LEFT LEADING TO POND BRANCH SCHOOL. TURN LEFT AND GO 200
 FE2218'FEET TO SLIGHT RISE, BLAZED OAK TREE ON LEFT, AND STATION SITE.
 FE2218'STATION IS ABOUT 8 FEET ABOVE AND 51.4 FEET WEST OF CENTER LINE OF
 FE2218'DIRT ROAD AND 28.8 FEET WEST OF 10-INCH OAK TREE WITH TWO TRIANGULAR
 FE2218'BLAZES. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FE2218'IN CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 FE2218'STANDARD REFERENCE DISKS IN CONCRETE. NO.  1 IS IN FIELD,
 FE2218'33.8 FEET WEST OF CENTER LINE OF ROAD TO POND BRANCH SCHOOL AND
 FE2218'BRUCETON, AND 69.12 FEET FROM STATION N 31 DEG 50 MIN E. NO.
 FE2218'2 IS IN FIELD, ABOUT 150 FEET NORTH OF ROAD FROM BUENA VISTA-SMOTHERS
 FE2218'CROSSROAD, AND 63.75 FEET FROM STATION S 27 DEG W.
 FE2218'AZIMUTH MARK IS ON ROAD TO POND BRANCH SCHOOL AND BRUCETON, 11 FEET
 FE2218'WEST OF CENTER LINE OF ROAD, AND 0.2 MILE FROM STATION
 FE2218'N 1 DEG 52 MIN E. POND BRANCH SCHOOL, SOUTHEAST CORNER UNDER
 FE2218'EAVE OF ROOF, IS 1/4 MILE FROM STATION N 2 DEG 40 MIN W.
 FE2218
 FE2218                          STATION RECOVERY (1976)
 FE2218
 FE2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2218'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 FE2218'REFERENCE MARK 1 WAS FOUND DESTROYED BY FARMING AND THE DISK WAS
 FE2218'SALVAGED.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 FE2218'DESTROYED BY ROAD WORK.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 FE2218'REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 FE2218'
 FE2218'THE STATION IS 1 FOOT EAST OF A METAL WITNESS POST, 17 FEET WEST OF
 FE2218'A FENCE, 52 FEET WEST OF THE CENTERLINE OF GRADED ROAD, 25 FEET WEST
 FE2218'OF A 6 INCH OAK TREE, 28 FEET WEST OF AN 8 INCH CEDAR TREE AND IN
 FE2218'AN OVERGROWN GARDEN AREA.  THE MONUMENT PROJECTS 12 INCHES AND THE
 FE2218'DISK IS STAMPED CLARK 1934.
 FE2218'
 FE2218'TO REACH THE STATION FROM THE BUENA VISTA POST OFFICE AND RAILROAD
 FE2218'CROSSING, GO EAST ON PAVED ROAD FOR 0.4 MILE TO A PAVED ROAD.  TURN
 FE2218'RIGHT AND GO SOUTH ON PAVED ROAD FOR 0.9 MILE TO PAVED AND GRAVELED
 FE2218'ROAD LEFT.  TURN LEFT AND GO EASTERLY ON THE ROAD FOR 0.85 MILE TO
 FE2218'A METAL BRIDGE OVER RIVER.  CONTINUE ON THE GRAVELED ROAD FOR 2.25
 FE2218'MILES TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO NORTH FOR ABOUT 150
 FE2218'FEET TO TOP OF GRADE AND THE STATION ON THE LEFT.
 FE2218'
 FE2218'REFERENCE MARK 2 IS 3 FEET SOUTH OF OLD GARDEN FENCE, 4 FEET
 FE2218'NORTHEAST OF A 6 INCH PERSIMMON TREE, 13 FEET NORTHWEST OF A 10 INCH
 FE2218'PERSIMMON TREE AND ABOUT 40 FEET NORTHEAST OF A SMALL FARM POND.
 FE2218'THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED CLARK NO 2
 FE2218'1934.
 FE2218'
 FE2218'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 FE2218'MAGNETS, STAMPED CLARK 1934 NO 3 1976, PROJECTING 3 INCHES, 1 FOOT
 FE2218'SOUTH OF A METAL WITNESS POST, 21 FEET WEST OF THE CENTERLINE OF
 FE2218'THE ROAD, 14 FEET EAST OF THE FENCE, 6 FEET SOUTH OF THE 8 INCH
 FE2218'CEDAR TREE AND 7 FEET EAST OF THE 6 INCH OAK TREE.
 FE2218'
 FE2218'NOTE--LOCAL RESIDENTS WERE QUESTIONED ABOUT THE OWNERSHIP OF THE
 FE2218'PROPERTY BUT NO ONE KNEW WHO THE PRESENT PROPERTY OWNER IS.
 FE2218'
 FE2218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 FE2218'EAST OF BUENA VISTA.
 FE2218'
 FE2218'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2474 ***********************************************************************
 GC2474  DESIGNATION -  CLARKS
 GC2474  PID         -  GC2474
 GC2474  STATE/COUNTY-  TN/MONTGOMERY
 GC2474  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC2474
 GC2474                         *CURRENT SURVEY CONTROL
 GC2474  ___________________________________________________________________
 GC2474* NAD 83(1995)-  36 33 08.09985(N)    087 25 00.65742(W)     ADJUSTED  
 GC2474* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 GC2474  ___________________________________________________________________
 GC2474  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GC2474  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2474
 GC2474  HORZ ORDER  -  SECOND
 GC2474
 GC2474.The horizontal coordinates were established by classical geodetic methods
 GC2474.and adjusted by the National Geodetic Survey in April 1999..
 GC2474
 GC2474.The orthometric height was scaled from a topographic map.
 GC2474
 GC2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2474
 GC2474.The geoid height was determined by GEOID03.
 GC2474
 GC2474;                    North         East     Units Scale Factor Converg.
 GC2474;SPC TN       -   247,112.509   473,149.276   MT  1.00002686   -0 49 46.1
 GC2474;SPC TN       -   810,734.96  1,552,323.92   sFT  1.00002686   -0 49 46.1
 GC2474;UTM  16      - 4,045,284.700   462,693.953   MT  0.99961715   -0 14 53.7
 GC2474
 GC2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2474!SPC TN       -   0.99997295  x   1.00002686  =   0.99999981
 GC2474!UTM  16      -   0.99997295  x   0.99961715  =   0.99959011
 GC2474
 GC2474:                Primary Azimuth Mark                     Grid Az
 GC2474:SPC TN       -  CLARKSVILLE S MUNICIPAL TANK             120 01 24.3
 GC2474:UTM  16      -  CLARKSVILLE S MUNICIPAL TANK             119 26 31.9
 GC2474
 GC2474|---------------------------------------------------------------------|
 GC2474| PID    Reference Object                     Distance      Geod. Az  |
 GC2474|                                                           dddmmss.s |
 GC2474| GC2467 CLARKSVILLE S MUNICIPAL TANK        APPROX. 6.7 KM 1191138.2 |
 GC2474| GC2466 CLARKSVILLE RADIO WJZM MAST         APPROX. 7.2 KM 1235515.9 |
 GC2474| CG5098 CLARKS RM 1                          30.919 METERS 18908     |
 GC2474| CG5099 CLARKS RM 2                          27.697 METERS 26920     |
 GC2474| CG5097 CLARKS AZ MK                                       2760046.9 |
 GC2474|---------------------------------------------------------------------|
 GC2474
 GC2474                          SUPERSEDED SURVEY CONTROL
 GC2474
 GC2474  NAD 83(1995)-  36 33 08.10079(N)    087 25 00.65826(W) AD(       ) 2
 GC2474  NAD 83(1995)-  36 33 08.10539(N)    087 25 00.66045(W) AD(       ) 2
 GC2474  NAD 83(1986)-  36 33 08.10974(N)    087 25 00.66046(W) AD(       ) 2
 GC2474  NAD 27      -  36 33 07.93700(N)    087 25 00.62800(W) AD(       ) 2
 GC2474
 GC2474.Superseded values are not recommended for survey control.
 GC2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2474.See file dsdata.txt to determine how the superseded data were derived.
 GC2474
 GC2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6269445285(NAD 83)
 GC2474_MARKER: DS = TRIANGULATION STATION DISK
 GC2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2474
 GC2474  HISTORY     - Date     Condition        Report By
 GC2474  HISTORY     - 1953     MONUMENTED       CGS
 GC2474  HISTORY     - 1957     MARK NOT FOUND   CGS
 GC2474  HISTORY     - 1981     MARK NOT FOUND   NGS
 GC2474
 GC2474                          STATION DESCRIPTION
 GC2474
 GC2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2474'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF CLARKSVILLE, ON
 GC2474'PROPERTY OWNED BY MR. LAWRENCE BOOTH. IT IS 73 FEET NORTH OF THE
 GC2474'CENTER OF U.S. HIGHWAY 79, 32 FEET SOUTHWEST OF A FENCE CORNER AND A
 GC2474'LONE CEDAR TREE AND 10 FEET SOUTH OF A WHITE WITNESS POST. THE MARK
 GC2474'IS FLUSH AND THE DISK IS STAMPED CLARKS 1953.
 GC2474'
 GC2474'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GC2474'AND 2 FEET NORTH OF A TELEPHONE POLE. THE MARK IS FLUSH AND THE
 GC2474'DISK IS STAMPED CLARKS NO 1 1953.
 GC2474'
 GC2474'REFERENCE MARK NO. 2 IS 55 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 GC2474'THE MARK IS FLUSH AND THE DISK IS STAMPED CLARKS NO 2 1953.
 GC2474'
 GC2474'AZIMUTH MARK IS 38 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 79, 3
 GC2474'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 GC2474'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLARKS 1953.
 GC2474'
 GC2474'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41A AND 79
 GC2474'ABOUT 2 MILES NORTHWEST OF CLARKSVILLE, GO WEST ON U.S. HIGHWAY 79
 GC2474'FOR 1.55 MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE
 GC2474'WEST ON HIGHWAY FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GC2474'DESCRIBED.
 GC2474'
 GC2474'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2474
 GC2474                          STATION RECOVERY (1957)
 GC2474
 GC2474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2474'THE STATION WAS SEARCHED FOR, BUT COULD NOT BE LOCATED. WWHERE THE
 GC2474'STATION SHOULD BE THERE HAS BEEN GRADING FOR A YARD AND YARD WAS
 GC2474'LOWERED ABOUT 1-1/2 FEET.
 GC2474'
 GC2474'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED, CONDITION GOOD.
 GC2474
 GC2474                          STATION RECOVERY (1981)
 GC2474
 GC2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GC2474'A LONG SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND EXCEPT THE
 GC2474'AZIMUTH MARK.  REFERENCE MARK 1 WAS NOT FOUND AND THOUGHT DESTROYED
 GC2474'BY UTILITY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2233 ***********************************************************************
 FE2233  DESIGNATION -  CLARKSBURG 2
 FE2233  PID         -  FE2233
 FE2233  STATE/COUNTY-  TN/CARROLL
 FE2233  USGS QUAD   -  CLARKSBURG (1986)
 FE2233
 FE2233                         *CURRENT SURVEY CONTROL
 FE2233  ___________________________________________________________________
 FE2233* NAD 83(1995)-  35 52 02.65304(N)    088 23 26.92489(W)     ADJUSTED  
 FE2233* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2233  ___________________________________________________________________
 FE2233  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FE2233  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2233
 FE2233  HORZ ORDER  -  SECOND
 FE2233
 FE2233.The horizontal coordinates were established by classical geodetic methods
 FE2233.and adjusted by the National Geodetic Survey in April 1999..
 FE2233
 FE2233.The orthometric height was scaled from a topographic map.
 FE2233
 FE2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2233
 FE2233.The geoid height was determined by GEOID03.
 FE2233
 FE2233;                    North         East     Units Scale Factor Converg.
 FE2233;SPC TN       -   172,840.721   384,107.832   MT  0.99994857   -1 23 58.8
 FE2233;SPC TN       -   567,061.60  1,260,193.78   sFT  0.99994857   -1 23 58.8
 FE2233;UTM  16      - 3,970,134.763   374,435.977   MT  0.99979428   -0 48 54.0
 FE2233
 FE2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2233!SPC TN       -   0.99997839  x   0.99994857  =   0.99992696
 FE2233!UTM  16      -   0.99997839  x   0.99979428  =   0.99977267
 FE2233
 FE2233|---------------------------------------------------------------------|
 FE2233| PID    Reference Object                     Distance      Geod. Az  |
 FE2233|                                                           dddmmss.s |
 FE2233| FE2230 CLARKSBURG RESET                     14.150 METERS 02301     |
 FE2233| CG3797 CLARKSBURG RM 3                      17.127 METERS 13933     |
 FE2233| CG3800 CLARKSBURG AZ MK RESET                             1875134.3 |
 FE2233| CG3799 CLARKSBURG 2 RM 5                     9.977 METERS 26802     |
 FE2233|---------------------------------------------------------------------|
 FE2233
 FE2233                          SUPERSEDED SURVEY CONTROL
 FE2233
 FE2233  NAD 83(1995)-  35 52 02.65562(N)    088 23 26.93154(W) AD(       ) 2
 FE2233  NAD 83(1986)-  35 52 02.66360(N)    088 23 26.92541(W) AD(       ) 2
 FE2233  NAD 27      -  35 52 02.43340(N)    088 23 26.74642(W) AD(       ) 2
 FE2233
 FE2233.Superseded values are not recommended for survey control.
 FE2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2233.See file dsdata.txt to determine how the superseded data were derived.
 FE2233
 FE2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7443670135(NAD 83)
 FE2233_MARKER: DS = TRIANGULATION STATION DISK
 FE2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2233
 FE2233  HISTORY     - Date     Condition        Report By
 FE2233  HISTORY     - 1974     MONUMENTED       NGS
 FE2233
 FE2233                          STATION DESCRIPTION
 FE2233
 FE2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FE2233'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF CLARKSBURG, AT
 FE2233'THE CLARKSBURG CHURCH OF CHRIST, 47 FEET SOUTHEAST OF A 24 INCH
 FE2233'OAK TREE, 10 FEET NORTHEAST OF THE CENTERLINE OF CHURCH DRIVEWAY,
 FE2233'91 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 143 FEET
 FE2233'NORTH OF THE CENTERLINE OF CLARKSBURG-YUMA ROAD, 27 FEET
 FE2233'NORTHEAST OF THE NORTHEAST CORNER OF BRICK ADDITION TO CHURCH
 FE2233'(HEATING PLANT) AND 41 FEET WEST OF A FENCE.  THE MONUMENT
 FE2233'IS FLUSH AND THE DISK IS STAMPED CLARKSBURG 2 1974.
 FE2233'
 FE2233'REFERENCE MARK 3 IS 81 FEET NORTHEAST OF THE SOUTHEAST CORNER
 FE2233'OF THE CHURCH, 104 FEET NORTH OF THE CENTERLINE OF THE ROAD, 40
 FE2233'FEET EAST OF THE CENTERLINE OF THE DRIVEWAY AND 2 FEET WEST OF
 FE2233'THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2233'CLARKSBURG NO 3 1934.
 FE2233'
 FE2233'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CLARKSBURG 2 NO 5
 FE2233'1974, SET IN A DRILL HOLE IN TOP AND NORTHEAST CORNER OF THE
 FE2233'CONCRETE OF A LARGE AIR-CONDITIONING UNIT, 27 FEET SOUTHEAST OF
 FE2233'THE 24 INCH OAK TREE, 4 FEET NORTHWEST OF A LIGHT POLE, 22 FEET
 FE2233'WEST OF THE CENTERLINE OF THE DRIVEWAY AND 9 FEET NORTHWEST OF THE
 FE2233'NORTHEAST CORNER OF THE ADDITION.
 FE2233'
 FE2233'THE AZIMUTH MARK IS 0.05 MILE WEST ALONG CLARKSBURG-YUMA ROAD,
 FE2233'THENCE SOUTH ON STATE HIGHWAY 22 FOR 0.5 MILE TO THE MARK ON THE
 FE2233'RIGHT, 79 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 FE2233'SOUTHWEST OF THE SOUTH EDGE OF CONCRETE STEP OF EAST ENTRANCE TO
 FE2233'OLD SCHOOL AND 7 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL.
 FE2233'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLARKSBURG 1934
 FE2233'RESET 1959.
 FE2233'
 FE2233'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2230 ***********************************************************************
 FE2230  DESIGNATION -  CLARKSBURG RESET
 FE2230  PID         -  FE2230
 FE2230  STATE/COUNTY-  TN/CARROLL
 FE2230  USGS QUAD   -  CLARKSBURG (1986)
 FE2230
 FE2230                         *CURRENT SURVEY CONTROL
 FE2230  ___________________________________________________________________
 FE2230* NAD 83(1995)-  35 52 03.07562(N)    088 23 26.70442(W)     ADJUSTED  
 FE2230* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2230  ___________________________________________________________________
 FE2230  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FE2230  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2230
 FE2230  HORZ ORDER  -  SECOND
 FE2230
 FE2230.The horizontal coordinates were established by classical geodetic methods
 FE2230.and adjusted by the National Geodetic Survey in April 1999..
 FE2230
 FE2230.The orthometric height was scaled from a topographic map.
 FE2230
 FE2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2230
 FE2230.The geoid height was determined by GEOID03.
 FE2230
 FE2230;                    North         East     Units Scale Factor Converg.
 FE2230;SPC TN       -   172,853.606   384,113.679   MT  0.99994857   -1 23 58.7
 FE2230;SPC TN       -   567,103.87  1,260,212.96   sFT  0.99994857   -1 23 58.7
 FE2230;UTM  16      - 3,970,147.705   374,441.692   MT  0.99979426   -0 48 53.9
 FE2230
 FE2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2230!SPC TN       -   0.99997839  x   0.99994857  =   0.99992696
 FE2230!UTM  16      -   0.99997839  x   0.99979426  =   0.99977265
 FE2230
 FE2230:                Primary Azimuth Mark                     Grid Az
 FE2230:SPC TN       -  BRUCETON MUNICIPAL TANK                  036 52 02.0
 FE2230:UTM  16      -  BRUCETON MUNICIPAL TANK                  036 16 57.2
 FE2230
 FE2230|---------------------------------------------------------------------|
 FE2230| PID    Reference Object                     Distance      Geod. Az  |
 FE2230|                                                           dddmmss.s |
 FE2230| GD1477 BRUCETON MUNICIPAL TANK             APPROX.22.7 KM 0352803.3 |
 FE2230| CG3794 CLARKSBURG AZ MK                                   1010328.4 |
 FE2230| FE2228 NATCHEZ STATE PARK LOT WT 21        APPROX.15.1 KM 1372024.4 |
 FE2230| CG3797 CLARKSBURG RM 3                      26.646 METERS 16755     |
 FE2230| CG3795 CLARKSBURG RM 1                      29.282 METERS 18222     |
 FE2230| CG3800 CLARKSBURG AZ MK RESET                             1880554.8 |
 FE2230| FE2233 CLARKSBURG 2                         14.150 METERS 20301     |
 FE2230| CG3796 CLARKSBURG RM 2                      37.344 METERS 24236     |
 FE2230| CG3798 CLARKSBURG RM 4                      26.975 METERS 27437     |
 FE2230|---------------------------------------------------------------------|
 FE2230
 FE2230                          SUPERSEDED SURVEY CONTROL
 FE2230
 FE2230  NAD 83(1995)-  35 52 03.07820(N)    088 23 26.71108(W) AD(       ) 2
 FE2230  NAD 83(1986)-  35 52 03.08618(N)    088 23 26.70495(W) AD(       ) 2
 FE2230  NAD 27      -  35 52 02.85600(N)    088 23 26.52600(W) AD(       ) 2
 FE2230
 FE2230.Superseded values are not recommended for survey control.
 FE2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2230.See file dsdata.txt to determine how the superseded data were derived.
 FE2230
 FE2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7444270148(NAD 83)
 FE2230_MARKER: DS = TRIANGULATION STATION DISK
 FE2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2230_STAMPING: CLARKSBURG 1934 1959
 FE2230_MARK LOGO: CGS   
 FE2230
 FE2230  HISTORY     - Date     Condition        Report By
 FE2230  HISTORY     - 1934     MONUMENTED       CGS
 FE2230  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FE2230  HISTORY     - 1974     SEE DESCRIPTION  NGS
 FE2230
 FE2230                          STATION DESCRIPTION
 FE2230
 FE2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2230'IN VILLAGE OF CLARKSBURG, ABOUT 0.3 MILE SOUTHEAST OF POST OFFICE,
 FE2230'120 YARDS EAST OF STATE ROUTE 22, ON GROUNDS AND IN REAR OF OLD
 FE2230'CHURCH BUILDING, 60 YARDS NORTH OF CLARKSBURG-YUMA ROAD, 40 FEET
 FE2230'SOUTHWEST OF 40-INCH OAK TREE, AND 20 FEET WEST-NORTHWEST OF WEST
 FE2230'EDGE OF PLOWED FIELD. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FE2230'STATION DISKS IN CONCRETE. REFERENCE AND AZIMUTH
 FE2230'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS
 FE2230'ABOUT 75 FEET NORTH-NORTHWEST OF CENTER OF ROAD, 6 FEET NORTH
 FE2230'OF 14-INCH OAK TREE, AND 96.07 FEET FROM STATION S 2 DEG 22 MIN W.
 FE2230'NO. 2 IS 15 FEET NORTHWEST OF NORTHWEST CORNER OF CONCRETE
 FE2230'FOUNDATION OF OLD FRAME BUILDING AND 122.52 FEET FROM STATION
 FE2230'S 62 DEG 36 MIN W. AZIMUTH MARK IS ON SUMMIT OF SECOND SMALL RISE
 FE2230'OF GROUND EAST OF STATION, 14 FEET NORTH OF CENTER LINE OF
 FE2230'CLARKSBURG-YUMA ROAD, ON TOP OF 4-FOOT BANK, AND 0.4 MILE FROM
 FE2230'STATION.
 FE2230
 FE2230                          STATION RECOVERY (1959)
 FE2230
 FE2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2230'A NEW SURFACE STATION MARK WAS ESTABLISHED IN THE EXACT ORIGINAL
 FE2230'POSITION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FE2230'AZIMUTH MARK WERE SEARCHED FOR BUT WERE NOT FOUND. REFERENCE MARK NO.
 FE2230'3, REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE ESTABLISHED BY
 FE2230'THIS PARTY. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2230'
 FE2230'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF HUNTINGTON,
 FE2230'ABOUT 0.3 MILE SOUTHEAST OF THE POST OFFICE IN THE SMALL VILLAGE OF
 FE2230'CLARKSBURG AND BEHIND THE CHURCH OF CHRIST.
 FE2230'
 FE2230'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF CLARKSBURG, GO
 FE2230'SOUTH ON STATE HIGHWAY 22 FOR 0.2 MILE TO A SIDE ROAD LEFT, AT
 FE2230'COTTON GIN, TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.05 MILE TO THE
 FE2230'CHURCH OF CHRIST ON THE LEFT AND STATION SITE BEHIND THE CHURCH
 FE2230'AS DESCRIBED.
 FE2230'
 FE2230'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CLARKSBURG, GO
 FE2230'SOUTH-SOUTHEAST ON STATE HIGHWAY 22 FOR 0.7 MILE TO A SCHOOL ON THE
 FE2230'RIGHT AND AZIMUTH MARK AS DESCRIBED.
 FE2230'
 FE2230'THE STATION IS A STANDARD DISK. IT IS
 FE2230'STAMPED CLARKSBURG 1934 1959 AND IS FLUSH WITH THE SURFACE OF THE
 FE2230'GROUND. THE MARK IS ABOUT 60 YARDS NORTH OF THE CLARKSBURG-YUMA ROAD,
 FE2230'67 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH OF CHRIST
 FE2230'AND 27 FEET NORTHEAST OF A 40-INCH OAK TREE.
 FE2230'
 FE2230'REFERENCE MARK NO. 3 IS A STANDARD DISK. IT
 FE2230'IS STAMPED CLARKSBURG NO 3 1934 AND PROJECTS 3 INCHES ABOVE THE
 FE2230'SURFACE OF THE GROUND. THE MARK IS 71 FEET EAST-SOUTHEAST OF THE
 FE2230'NORTHEAST CORNER OF THE CHURCH, 2 FEET WEST OF A NORTH-SOUTH
 FE2230'FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FE2230'
 FE2230'REFERENCE MARK NO. 4 IS A STANDARD DISK. IT
 FE2230'IS STAMPED CLARKSBURG NO 4 1934 AND IS FLUSH WITH THE SURFACE OF
 FE2230'THE GROUND. THE MARK IS 60 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FE2230'CHURCH, 38 FEET NORTHWEST OF A 26-INCH OAK TREE AND ABOUT 4
 FE2230'FEET LOWER THAN THE STATION MARK.
 FE2230'
 FE2230'THE AZIMUTH MARK IS A STANDARD DISK. IT IS
 FE2230'STAMPED CLARKSBURG 1934 RESET 1959 AND IS FLUSH WITH THE SURFACE OF
 FE2230'THE GROUND. THE MARK IS 79 FEET WEST OF THE CENTER OF STATE HIGHWAY
 FE2230'22, 15 FEET SOUTHEAST OF THE SOUTH EDGE OF A CONCRETE STEP AND 7
 FE2230'FEET EAST OF THE SOUTHEAST CORNER OF SCHOOL.
 FE2230'
 FE2230'HEIGHT OF LIGHT PLATE ABOVE STATION MARK - 26.5 - METERS.
 FE2230
 FE2230                          STATION RECOVERY (1974)
 FE2230
 FE2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FE2230'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE FOUND
 FE2230'IN GOOD CONDITION.  REFERENCE MARK 4 WAS NOT FOUND AND ASSUMED
 FE2230'TO EITHER HAVE DESTROYED OR PAVED OVER.  THE DISTANCE AND DIRECTION
 FE2230'TO REFERENCE MARK 3 CHECKED.  THE STATION MARK WAS IN THE WAY OF
 FE2230'CONSTRUCTION AND THE SURFACE MARK WAS DESTROYED AFTER A NEW
 FE2230'STATION CLARKSBURG 2 1974.  THE UNDERGROUND STATION MARK,
 FE2230'AZIMUTH MARK AND REFERENCE MARK 3 WERE LEFT INTACT.
 FE2230'
 FE2230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLARKSBURG.
 FE2230'
 FE2230'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2468 ***********************************************************************
 GC2468  DESIGNATION -  CLARKSVILLE
 GC2468  PID         -  GC2468
 GC2468  STATE/COUNTY-  TN/MONTGOMERY
 GC2468  USGS QUAD   -  CLARKSVILLE (1984)
 GC2468
 GC2468                         *CURRENT SURVEY CONTROL
 GC2468  ___________________________________________________________________
 GC2468* NAD 83(1995)-  36 30 48.53840(N)    087 20 55.27918(W)     ADJUSTED  
 GC2468* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 GC2468  ___________________________________________________________________
 GC2468  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GC2468  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2468
 GC2468  HORZ ORDER  -  SECOND
 GC2468
 GC2468.The horizontal coordinates were established by classical geodetic methods
 GC2468.and adjusted by the National Geodetic Survey in April 1999..
 GC2468
 GC2468.The orthometric height was scaled from a topographic map.
 GC2468
 GC2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2468
 GC2468.The geoid height was determined by GEOID03.
 GC2468
 GC2468;                    North         East     Units Scale Factor Converg.
 GC2468;SPC TN       -   242,724.660   479,192.027   MT  1.00001860   -0 47 22.5
 GC2468;SPC TN       -   796,339.16  1,572,149.18   sFT  1.00001860   -0 47 22.5
 GC2468;SPC KY1Z     - 1,021,221.904 1,356,777.073   MT  1.00018499   -0 58 53.5
 GC2468;SPC KY1Z     - 3,350,458.86  4,451,359.45   sFT  1.00018499   -0 58 53.5
 GC2468;SPC KY S     -   521,203.708   356,796.639   MT  1.00004717   -0 58 10.4
 GC2468;SPC KY S     - 1,709,982.50  1,170,590.31   sFT  1.00004717   -0 58 10.4
 GC2468;UTM  16      - 4,040,960.188   468,778.453   MT  0.99961201   -0 12 26.9
 GC2468
 GC2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2468!SPC TN       -   0.99997907  x   1.00001860  =   0.99999767
 GC2468!SPC KY1Z     -   0.99997907  x   1.00018499  =   1.00016405
 GC2468!SPC KY S     -   0.99997907  x   1.00004717  =   1.00002623
 GC2468!UTM  16      -   0.99997907  x   0.99961201  =   0.99959108
 GC2468
 GC2468:                Primary Azimuth Mark                     Grid Az
 GC2468:SPC TN       -  CLARKSVILLE GARRETT SNUFF S TK           003 56 07.3
 GC2468:SPC KY1Z     -  CLARKSVILLE GARRETT SNUFF S TK           004 07 38.3
 GC2468:SPC KY S     -  CLARKSVILLE GARRETT SNUFF S TK           004 06 55.2
 GC2468:UTM  16      -  CLARKSVILLE GARRETT SNUFF S TK           003 21 11.7
 GC2468
 GC2468|---------------------------------------------------------------------|
 GC2468| PID    Reference Object                     Distance      Geod. Az  |
 GC2468|                                                           dddmmss.s |
 GC2468| GC2461 CLARKSVILLE GARRETT SNUFF S TK      APPROX. 1.6 KM 0030844.8 |
 GC2468| CG5101 CLARKSVILLE RM 1                     29.788 METERS 05842     |
 GC2468| CG5100 CLARKSVILLE AZ MK                                  2590034.2 |
 GC2468| CG5102 CLARKSVILLE RM 2                     37.722 METERS 26236     |
 GC2468| GC2463 CLARKSVILLE MONTGOMERY CTHSE        APPROX. 1.7 KM 3303639.5 |
 GC2468| GC2459 CLARKSVILLE AMER SNUFF CO TANK      APPROX. 1.6 KM 3411435.4 |
 GC2468|---------------------------------------------------------------------|
 GC2468
 GC2468                          SUPERSEDED SURVEY CONTROL
 GC2468
 GC2468  NAD 83(1995)-  36 30 48.53953(N)    087 20 55.28015(W) AD(       ) 2
 GC2468  NAD 83(1995)-  36 30 48.54358(N)    087 20 55.28286(W) AD(       ) 2
 GC2468  NAD 83(1986)-  36 30 48.54792(N)    087 20 55.28233(W) AD(       ) 2
 GC2468  NAD 27      -  36 30 48.37400(N)    087 20 55.25300(W) AD(       ) 2
 GC2468
 GC2468.Superseded values are not recommended for survey control.
 GC2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2468.See file dsdata.txt to determine how the superseded data were derived.
 GC2468
 GC2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6877840960(NAD 83)
 GC2468_MARKER: DS = TRIANGULATION STATION DISK
 GC2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2468
 GC2468  HISTORY     - Date     Condition        Report By
 GC2468  HISTORY     - 1934     MONUMENTED       CGS
 GC2468  HISTORY     - 1957     GOOD             CGS
 GC2468  HISTORY     - 1965     GOOD             TNDT
 GC2468
 GC2468                          STATION DESCRIPTION
 GC2468
 GC2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2468'ABOUT 1 MILE SOUTH OF CLARKSVILLE, NEAR CITY-LIMIT LINE, 0.3 MILE
 GC2468'EAST OF STATE ROUTE 13, 8 YARDS NORTH OF CENTER LINE OF PAVED ROAD
 GC2468'ALONG NORTH SIDE OF CIVILIAN CONSERVATION CORPS CAMP NO. 1474, 50
 GC2468'YARDS WEST OF INTERSECTION WITH SIDE ROAD, AND 15 YARDS SOUTH OF
 GC2468'DIRT SIDE ROAD. TO REACH FROM COURTHOUSE IN CLARKSVILLE, GO SOUTH 1.3
 GC2468'MILES ON STATE ROUTE 13, TURN LEFT ONTO MACADAM ROAD AND GO 0.3
 GC2468'MILE TO STATION ON LEFT SIDE OF ROAD. SURFACE AND UNDERGROUND MARKS
 GC2468'ARE STANDARD STATION DISKS IN CONCRETE.
 GC2468'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GC2468'CONCRETE. NO. 1 IS 6 YARDS NORTH OF SIDE ROAD, 16 YARDS
 GC2468'NORTH OF CENTER LINE OF HIGHWAY, AND 97.73 FEET FROM STATION,
 GC2468'N 58 DEG 42 MIN E.  NO. 2 IS 7 YARDS NORTH OF CENTER LINE OF
 GC2468'HIGHWAY AND 123.76 FEET FROM STATION S 82 DEG 36 MIN W.
 GC2468'AZIMUTH MARK IS 20 YARDS SOUTH OF CENTER LINE OF HIGHWAY, 10 YARDS
 GC2468'FROM SIDE ROAD LEADING TO CIVILIAN CONSERVATION CORPS BLACKSMITH
 GC2468'SHOP, AND 0.2 MILE BY ROAD FROM STATION S 79 DEG 00 MIN 33 SEC W.
 GC2468
 GC2468                          STATION RECOVERY (1957)
 GC2468
 GC2468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2468'STATION RECOVERED AS DESCRIBED.
 GC2468
 GC2468                          STATION RECOVERY (1965)
 GC2468
 GC2468'RECOVERY NOTE BY TN DEPT OF TRANSP 1965 (JAG)
 GC2468'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 GC2468'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2458 ***********************************************************************
 GC2458  DESIGNATION -  CLARKSVILLE AMER SNUFF CO STK
 GC2458  PID         -  GC2458
 GC2458  STATE/COUNTY-  TN/MONTGOMERY
 GC2458  USGS QUAD   -  CLARKSVILLE (1984)
 GC2458
 GC2458                         *CURRENT SURVEY CONTROL
 GC2458  ___________________________________________________________________
 GC2458* NAD 83(1995)-  36 31 39.29855(N)    087 20 49.88744(W)     ADJUSTED  
 GC2458* NAVD 88     -                                                        
 GC2458  ___________________________________________________________________
 GC2458  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GC2458  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2458
 GC2458  HORZ ORDER  -  THIRD
 GC2458
 GC2458.The horizontal coordinates were established by classical geodetic methods
 GC2458.and adjusted by the National Geodetic Survey in April 1999..
 GC2458
 GC2458
 GC2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2458
 GC2458.The geoid height was determined by GEOID03.
 GC2458
 GC2458;                    North         East     Units Scale Factor Converg.
 GC2458;SPC TN       -   244,287.358   479,347.712   MT  1.00002155   -0 47 19.3
 GC2458;SPC TN       -   801,466.11  1,572,659.95   sFT  1.00002155   -0 47 19.3
 GC2458;SPC KY1Z     - 1,022,784.325 1,356,938.019   MT  1.00017924   -0 58 50.2
 GC2458;SPC KY1Z     - 3,355,584.91  4,451,887.48   sFT  1.00017924   -0 58 50.2
 GC2458;SPC KY S     -   522,765.949   356,957.236   MT  1.00004371   -0 58 07.1
 GC2458;SPC KY S     - 1,715,107.95  1,171,117.20   sFT  1.00004371   -0 58 07.1
 GC2458;UTM  16      - 4,042,523.749   468,918.198   MT  0.99961190   -0 12 24.0
 GC2458
 GC2458                          SUPERSEDED SURVEY CONTROL
 GC2458
 GC2458  NAD 83(1995)-  36 31 39.29983(N)    087 20 49.88853(W) AD(       ) 4
 GC2458  NAD 83(1995)-  36 31 39.30378(N)    087 20 49.89117(W) AD(       ) 4
 GC2458  NAD 83(1986)-  36 31 39.30812(N)    087 20 49.89061(W) AD(       ) 4
 GC2458  NAD 27      -  36 31 39.14000(N)    087 20 49.86000(W) AD(       ) 3
 GC2458
 GC2458.Superseded values are not recommended for survey control.
 GC2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2458.See file dsdata.txt to determine how the superseded data were derived.
 GC2458
 GC2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6891842524(NAD 83)
 GC2458_MARKER: 63 = STACK
 GC2458
 GC2458  HISTORY     - Date     Condition        Report By
 GC2458  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2458  HISTORY     - 1953     MARK NOT FOUND   CGS
 GC2458
 GC2458                          STATION DESCRIPTION
 GC2458
 GC2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2458'THIS STACK COULD NOT BE LOCATED AFTER BEING SEARCHED FOR BY THIS
 GC2458'PARTY AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2459 ***********************************************************************
 GC2459  DESIGNATION -  CLARKSVILLE AMER SNUFF CO TANK
 GC2459  PID         -  GC2459
 GC2459  STATE/COUNTY-  TN/MONTGOMERY
 GC2459  USGS QUAD   -  CLARKSVILLE (1984)
 GC2459
 GC2459                         *CURRENT SURVEY CONTROL
 GC2459  ___________________________________________________________________
 GC2459* NAD 83(1995)-  36 31 36.66313(N)    087 21 15.52847(W)     ADJUSTED  
 GC2459* NAVD 88     -                                                        
 GC2459  ___________________________________________________________________
 GC2459  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GC2459  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2459
 GC2459  HORZ ORDER  -  THIRD
 GC2459
 GC2459.The horizontal coordinates were established by classical geodetic methods
 GC2459.and adjusted by the National Geodetic Survey in April 1999..
 GC2459
 GC2459
 GC2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2459
 GC2459.The geoid height was determined by GEOID03.
 GC2459
 GC2459;                    North         East     Units Scale Factor Converg.
 GC2459;SPC TN       -   244,214.932   478,708.748   MT  1.00002140   -0 47 34.3
 GC2459;SPC TN       -   801,228.49  1,570,563.62   sFT  1.00002140   -0 47 34.3
 GC2459;UTM  16      - 4,042,444.868   468,280.264   MT  0.99961240   -0 12 39.2
 GC2459
 GC2459                          SUPERSEDED SURVEY CONTROL
 GC2459
 GC2459  NAD 83(1995)-  36 31 36.66415(N)    087 21 15.52930(W) AD(       ) 4
 GC2459  NAD 83(1995)-  36 31 36.66868(N)    087 21 15.53234(W) AD(       ) 4
 GC2459  NAD 83(1986)-  36 31 36.67273(N)    087 21 15.53162(W) AD(       ) 4
 GC2459  NAD 27      -  36 31 36.50000(N)    087 21 15.50200(W) AD(       ) 3
 GC2459
 GC2459.Superseded values are not recommended for survey control.
 GC2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2459.See file dsdata.txt to determine how the superseded data were derived.
 GC2459
 GC2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6828042445(NAD 83)
 GC2459_MARKER: 53 = ELEVATED TANK
 GC2459
 GC2459  HISTORY     - Date     Condition        Report By
 GC2459  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2459  HISTORY     - 1953     GOOD             CGS
 GC2459  HISTORY     - 19960308 GOOD             USPSQD
 GC2459
 GC2459                          STATION DESCRIPTION
 GC2459
 GC2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2459'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE METAL
 GC2459'BALL AT THE APEX OF THE ROOF OF THE TANK.  THE TANK IS LOCATED AT
 GC2459'THE PLANT OF THE AMERICAN SNUFF CO., ON THE EAST SIDE OF 5TH STREET
 GC2459'AND ABOUT 100 FEET SOUTH OF COMMERCE STREET IN CLARKSVILLE.  IT IS
 GC2459'A STEEL TANK ATOP A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER AND IS
 GC2459'ABOUT 175 FEET HIGH.  THE TANK HAS THE LEGEND GARRETT DENTAL SNUFF
 GC2459'PAINTED IN LARGE BLACK LETTERS ON THE NORTH SIDE.
 GC2459
 GC2459                          STATION RECOVERY (1996)
 GC2459
 GC2459'RECOVERY NOTE BY US POWER SQUADRON 1996
 GC2459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2460 ***********************************************************************
 GC2460  DESIGNATION -  CLARKSVILLE FIRST PRESB SPIRE
 GC2460  PID         -  GC2460
 GC2460  STATE/COUNTY-  TN/MONTGOMERY
 GC2460  USGS QUAD   -  CLARKSVILLE (1984)
 GC2460
 GC2460                         *CURRENT SURVEY CONTROL
 GC2460  ___________________________________________________________________
 GC2460* NAD 83(1995)-  36 31 44.99468(N)    087 21 30.31545(W)     ADJUSTED  
 GC2460* NAVD 88     -                                                        
 GC2460  ___________________________________________________________________
 GC2460  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GC2460  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2460
 GC2460  HORZ ORDER  -  THIRD
 GC2460
 GC2460.The horizontal coordinates were established by classical geodetic methods
 GC2460.and adjusted by the National Geodetic Survey in April 1999..
 GC2460
 GC2460
 GC2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2460
 GC2460.The geoid height was determined by GEOID03.
 GC2460
 GC2460;                    North         East     Units Scale Factor Converg.
 GC2460;SPC TN       -   244,476.829   478,344.473   MT  1.00002189   -0 47 43.0
 GC2460;SPC TN       -   802,087.73  1,569,368.49   sFT  1.00002189   -0 47 43.0
 GC2460;UTM  16      - 4,042,702.945   467,913.497   MT  0.99961268   -0 12 48.0
 GC2460
 GC2460                          SUPERSEDED SURVEY CONTROL
 GC2460
 GC2460  NAD 83(1995)-  36 31 44.99563(N)    087 21 30.31619(W) AD(       ) 4
 GC2460  NAD 83(1995)-  36 31 45.00032(N)    087 21 30.31937(W) AD(       ) 4
 GC2460  NAD 83(1986)-  36 31 45.00423(N)    087 21 30.31854(W) AD(       ) 4
 GC2460  NAD 27      -  36 31 44.83100(N)    087 21 30.28800(W) AD(       ) 3
 GC2460
 GC2460.Superseded values are not recommended for survey control.
 GC2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2460.See file dsdata.txt to determine how the superseded data were derived.
 GC2460
 GC2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6791342703(NAD 83)
 GC2460_MARKER: 90 = CHURCH SPIRE
 GC2460
 GC2460  HISTORY     - Date     Condition        Report By
 GC2460  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2460
 GC2460                          STATION DESCRIPTION
 GC2460
 GC2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2460'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE CENTER
 GC2460'OF THE TOP OF THE SPIRE OF THE CHURCH, WHICH IS LOCATED AT THE
 GC2460'NORTHWEST CORNER OF MAIN AND THIRD STREETS IN CLARKSVILLE.  IT IS A
 GC2460'LARGE RED BRICK BUILDING, WITH A COPPER COVERED SPIRE ATOP AND
 GC2460'IS ABOUT 175 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2461 ***********************************************************************
 GC2461  DESIGNATION -  CLARKSVILLE GARRETT SNUFF S TK
 GC2461  PID         -  GC2461
 GC2461  STATE/COUNTY-  TN/MONTGOMERY
 GC2461  USGS QUAD   -  CLARKSVILLE (1984)
 GC2461
 GC2461                         *CURRENT SURVEY CONTROL
 GC2461  ___________________________________________________________________
 GC2461* NAD 83(1995)-  36 31 40.81437(N)    087 20 51.71928(W)     ADJUSTED  
 GC2461* NAVD 88     -                                                        
 GC2461  ___________________________________________________________________
 GC2461  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GC2461  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2461
 GC2461  HORZ ORDER  -  THIRD
 GC2461
 GC2461.The horizontal coordinates were established by classical geodetic methods
 GC2461.and adjusted by the National Geodetic Survey in April 1999..
 GC2461
 GC2461
 GC2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2461
 GC2461.The geoid height was determined by GEOID03.
 GC2461
 GC2461;                    North         East     Units Scale Factor Converg.
 GC2461;SPC TN       -   244,334.707   479,302.787   MT  1.00002164   -0 47 20.4
 GC2461;SPC TN       -   801,621.45  1,572,512.56   sFT  1.00002164   -0 47 20.4
 GC2461;UTM  16      - 4,042,570.619   468,872.813   MT  0.99961194   -0 12 25.0
 GC2461
 GC2461                          SUPERSEDED SURVEY CONTROL
 GC2461
 GC2461  NAD 83(1995)-  36 31 40.81538(N)    087 20 51.72013(W) AD(       ) 4
 GC2461  NAD 83(1995)-  36 31 40.81976(N)    087 20 51.72288(W) AD(       ) 4
 GC2461  NAD 83(1986)-  36 31 40.82397(N)    087 20 51.72247(W) AD(       ) 4
 GC2461  NAD 27      -  36 31 40.65100(N)    087 20 51.69300(W) AD(       ) 3
 GC2461
 GC2461.Superseded values are not recommended for survey control.
 GC2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2461.See file dsdata.txt to determine how the superseded data were derived.
 GC2461
 GC2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6887342571(NAD 83)
 GC2461_MARKER: 53 = ELEVATED TANK
 GC2461
 GC2461  HISTORY     - Date     Condition        Report By
 GC2461  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2461  HISTORY     - 1953     GOOD             CGS
 GC2461  HISTORY     - 1957     GOOD             CGS
 GC2461
 GC2461                          STATION DESCRIPTION
 GC2461
 GC2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2461'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE METAL
 GC2461'BALL AT THE APEX OF THE ROOF OF THE TANK.  THE TANK IS LOCATED ATOP
 GC2461'A LARGE RED BRICK BUILDING OF THE SNUFF PLANT, ABOUT 300 FEET WEST OF
 GC2461'10TH STREET AND 100 FEET SOUTH OF COMMERCE STREET IN CLARKSVILLE.
 GC2461'IT IS THE MOST SOUTHERLY OF TWO ALMOST IDENTICAL TANKS.  THE TANK IS
 GC2461'LOCATED ATOP A FOUR LEGGED STEEL STRUCTURE, ABOUT 40 FEET HIGH IS
 GC2461'PAINTED SILVER AND HAS THE LEGEND GARRETTS DENTAL AND SWEET SNUFF
 GC2461'PAINTED IN LARGE BLACK LETTERS ON THE SOUTH SIDE OF THE TANK.
 GC2461
 GC2461                          STATION RECOVERY (1957)
 GC2461
 GC2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2461'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2462 ***********************************************************************
 GC2462  DESIGNATION -  CLARKSVILLE GOODRICH RUBBER TK
 GC2462  PID         -  GC2462
 GC2462  STATE/COUNTY-  TN/MONTGOMERY
 GC2462  USGS QUAD   -  CLARKSVILLE (1984)
 GC2462
 GC2462                         *CURRENT SURVEY CONTROL
 GC2462  ___________________________________________________________________
 GC2462* NAD 83(1995)-  36 32 11.71072(N)    087 20 35.76878(W)     ADJUSTED  
 GC2462* NAVD 88     -                                                        
 GC2462  ___________________________________________________________________
 GC2462  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GC2462  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2462
 GC2462  HORZ ORDER  -  THIRD
 GC2462
 GC2462.The horizontal coordinates were established by classical geodetic methods
 GC2462.and adjusted by the National Geodetic Survey in April 1999..
 GC2462
 GC2462
 GC2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2462
 GC2462.The geoid height was determined by GEOID03.
 GC2462
 GC2462;                    North         East     Units Scale Factor Converg.
 GC2462;SPC TN       -   245,281.554   479,712.638   MT  1.00002347   -0 47 11.1
 GC2462;SPC TN       -   804,727.90  1,573,857.21   sFT  1.00002347   -0 47 11.1
 GC2462;UTM  16      - 4,043,521.190   469,272.859   MT  0.99961163   -0 12 15.7
 GC2462
 GC2462                          SUPERSEDED SURVEY CONTROL
 GC2462
 GC2462  NAD 83(1995)-  36 32 11.71138(N)    087 20 35.76968(W) AD(       ) 4
 GC2462  NAD 83(1995)-  36 32 11.71668(N)    087 20 35.77202(W) AD(       ) 4
 GC2462  NAD 83(1986)-  36 32 11.72033(N)    087 20 35.77215(W) AD(       ) 4
 GC2462  NAD 27      -  36 32 11.54800(N)    087 20 35.75100(W) AD(       ) 3
 GC2462
 GC2462.Superseded values are not recommended for survey control.
 GC2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2462.See file dsdata.txt to determine how the superseded data were derived.
 GC2462
 GC2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6927343521(NAD 83)
 GC2462_MARKER: 53 = ELEVATED TANK
 GC2462
 GC2462  HISTORY     - Date     Condition        Report By
 GC2462  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2462
 GC2462                          STATION DESCRIPTION
 GC2462
 GC2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2462'STATION IS THE BALL AT THE APEX OF THE ROOF OF THE GOODRICH RUBBER
 GC2462'COMPANY WATER TANK IN THE EAST SECTION OF CLARKSVILLE.
 GC2462'IT IS AT THE NORTH SIDE OF THE GOODRICH CO. PLANT, ABOUT 200 FEET
 GC2462'EAST OF THE INTERSECTION OF RED RIVER AND HYMAN STREETS.  IT IS A
 GC2462'STEEL TANK ATOP A 4-LEGGED STEEL STRUCTURE, PAINTED SILVER AND IS
 GC2462'ABOUT 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2463 ***********************************************************************
 GC2463  DESIGNATION -  CLARKSVILLE MONTGOMERY CTHSE
 GC2463  PID         -  GC2463
 GC2463  STATE/COUNTY-  TN/MONTGOMERY
 GC2463  USGS QUAD   -  CLARKSVILLE (1984)
 GC2463
 GC2463                         *CURRENT SURVEY CONTROL
 GC2463  ___________________________________________________________________
 GC2463* NAD 83(1995)-  36 31 36.54598(N)    087 21 28.78220(W)     ADJUSTED  
 GC2463* NAVD 88     -                                                        
 GC2463  ___________________________________________________________________
 GC2463  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GC2463  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2463
 GC2463  HORZ ORDER  -  THIRD
 GC2463
 GC2463.The horizontal coordinates were established by classical geodetic methods
 GC2463.and adjusted by the National Geodetic Survey in April 1999..
 GC2463
 GC2463
 GC2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2463
 GC2463.The geoid height was determined by GEOID03.
 GC2463
 GC2463;                    North         East     Units Scale Factor Converg.
 GC2463;SPC TN       -   244,215.891   478,378.999   MT  1.00002139   -0 47 42.1
 GC2463;SPC TN       -   801,231.64  1,569,481.77   sFT  1.00002139   -0 47 42.1
 GC2463;UTM  16      - 4,042,442.478   467,950.656   MT  0.99961265   -0 12 47.1
 GC2463
 GC2463                          SUPERSEDED SURVEY CONTROL
 GC2463
 GC2463  NAD 83(1995)-  36 31 36.54678(N)    087 21 28.78300(W) AD(       ) 4
 GC2463  NAD 83(1995)-  36 31 36.55176(N)    087 21 28.78615(W) AD(       ) 4
 GC2463  NAD 83(1986)-  36 31 36.55564(N)    087 21 28.78532(W) AD(       ) 4
 GC2463  NAD 27      -  36 31 36.38000(N)    087 21 28.75300(W) AD(       ) 3
 GC2463
 GC2463.Superseded values are not recommended for survey control.
 GC2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2463.See file dsdata.txt to determine how the superseded data were derived.
 GC2463
 GC2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6795142442(NAD 83)
 GC2463_MARKER: 55 = TOWER
 GC2463
 GC2463  HISTORY     - Date     Condition        Report By
 GC2463  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2463  HISTORY     - 1953     GOOD             CGS
 GC2463  HISTORY     - 1957     GOOD             CGS
 GC2463
 GC2463                          STATION DESCRIPTION
 GC2463
 GC2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2463'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE BASE OF
 GC2463'AN ORNAMENT AT THE APEX OF THE ROOF OF THE CLOCK, LOCATED ATOP THE
 GC2463'COURTHOUSE, NEAR THE CENTER OF CLARKSVILLE.  IT IS A RED BRICK
 GC2463'STRUCTURE WITH A GRAY SLATE COVERED ROOF AND IS ABOUT 140 FEET
 GC2463'HIGH.
 GC2463
 GC2463                          STATION RECOVERY (1957)
 GC2463
 GC2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2463'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2464 ***********************************************************************
 GC2464  DESIGNATION -  CLARKSVILLE N MUNICIPAL TANK
 GC2464  PID         -  GC2464
 GC2464  STATE/COUNTY-  TN/MONTGOMERY
 GC2464  USGS QUAD   -  CLARKSVILLE (1984)
 GC2464
 GC2464                         *CURRENT SURVEY CONTROL
 GC2464  ___________________________________________________________________
 GC2464* NAD 83(1995)-  36 32 00.27399(N)    087 20 49.97788(W)     ADJUSTED  
 GC2464* NAVD 88     -                                                        
 GC2464  ___________________________________________________________________
 GC2464  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GC2464  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2464
 GC2464  HORZ ORDER  -  THIRD
 GC2464
 GC2464.The horizontal coordinates were established by classical geodetic methods
 GC2464.and adjusted by the National Geodetic Survey in April 1999..
 GC2464
 GC2464
 GC2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2464
 GC2464.The geoid height was determined by GEOID03.
 GC2464
 GC2464;                    North         East     Units Scale Factor Converg.
 GC2464;SPC TN       -   244,933.904   479,354.363   MT  1.00002279   -0 47 19.4
 GC2464;SPC TN       -   803,587.32  1,572,681.77   sFT  1.00002279   -0 47 19.4
 GC2464;UTM  16      - 4,043,170.063   468,918.280   MT  0.99961190   -0 12 24.1
 GC2464
 GC2464                          SUPERSEDED SURVEY CONTROL
 GC2464
 GC2464  NAD 83(1995)-  36 32 00.27465(N)    087 20 49.97879(W) AD(       ) 4
 GC2464  NAD 83(1995)-  36 32 00.27980(N)    087 20 49.98135(W) AD(       ) 4
 GC2464  NAD 83(1986)-  36 32 00.28373(N)    087 20 49.98121(W) AD(       ) 4
 GC2464  NAD 27      -  36 32 00.11100(N)    087 20 49.95400(W) AD(       ) 3
 GC2464
 GC2464.Superseded values are not recommended for survey control.
 GC2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2464.See file dsdata.txt to determine how the superseded data were derived.
 GC2464
 GC2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6891843170(NAD 83)
 GC2464_MARKER: 53 = ELEVATED TANK
 GC2464
 GC2464  HISTORY     - Date     Condition        Report By
 GC2464  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2464
 GC2464                          STATION DESCRIPTION
 GC2464
 GC2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2464'THE STATION IS THE CENTER OF THE ROOF OF THE TANK, LOCATED IN THE
 GC2464'EAST SECTION OF CLARKSVILLE, ABOUT 200 FEET NORTH OF COLLEGE STREET
 GC2464'AND 150 FEET EAST OF 9TH STREET.  IT IS A LARGE STEEL TANK, ATOP AN 8
 GC2464'LEGGED STEEL STRUCTURE, ABOUT 200 FEET HIGH AND IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2465 ***********************************************************************
 GC2465  DESIGNATION -  CLARKSVILLE RADIO KID 279 MAST
 GC2465  PID         -  GC2465
 GC2465  STATE/COUNTY-  TN/MONTGOMERY
 GC2465  USGS QUAD   -  CLARKSVILLE (1984)
 GC2465
 GC2465                         *CURRENT SURVEY CONTROL
 GC2465  ___________________________________________________________________
 GC2465* NAD 83(1995)-  36 35 10.91238(N)    087 20 33.24281(W)     ADJUSTED  
 GC2465* NAVD 88     -                                                        
 GC2465  ___________________________________________________________________
 GC2465  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GC2465  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2465
 GC2465  HORZ ORDER  -  THIRD
 GC2465
 GC2465.The horizontal coordinates were established by classical geodetic methods
 GC2465.and adjusted by the National Geodetic Survey in April 1999..
 GC2465
 GC2465
 GC2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2465
 GC2465.The geoid height was determined by GEOID03.
 GC2465
 GC2465;                    North         East     Units Scale Factor Converg.
 GC2465;SPC TN       -   250,804.195   479,851.243   MT  1.00003450   -0 47 09.6
 GC2465;SPC TN       -   822,846.76  1,574,311.95   sFT  1.00003450   -0 47 09.6
 GC2465;UTM  16      - 4,049,042.649   469,355.333   MT  0.99961157   -0 12 15.1
 GC2465
 GC2465                          SUPERSEDED SURVEY CONTROL
 GC2465
 GC2465  NAD 83(1995)-  36 35 10.91284(N)    087 20 33.24344(W) AD(       ) 4
 GC2465  NAD 83(1995)-  36 35 10.91905(N)    087 20 33.24633(W) AD(       ) 4
 GC2465  NAD 83(1986)-  36 35 10.92166(N)    087 20 33.24600(W) AD(       ) 4
 GC2465  NAD 27      -  36 35 10.75500(N)    087 20 33.21900(W) AD(       ) 3
 GC2465
 GC2465.Superseded values are not recommended for survey control.
 GC2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2465.See file dsdata.txt to determine how the superseded data were derived.
 GC2465
 GC2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6935549043(NAD 83)
 GC2465_MARKER: 42 = RADIO/TV MAST
 GC2465
 GC2465  HISTORY     - Date     Condition        Report By
 GC2465  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2465
 GC2465                          STATION DESCRIPTION
 GC2465
 GC2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2465'STATION IS THE CENTER OF TWO VERTICAL STEEL MASTS, LOCATED ABOUT 4
 GC2465'MILES NORTHEAST OF CLARKSVILLE, AND IS OWNED BY THE MID-VALLEY
 GC2465'PIPELINE CO.  THE MASTS ARE ABOUT 200 FEET HIGH, SET IN AN EAST-WEST
 GC2465'DIRECTION AND ARE ABOUT 10 FEET APART.  THEY ARE PAINTED IN
 GC2465'ALTERNATE RED AND WHITE SECTIONS AND HAVE 2 RECTANGULAR MICRO-WAVE
 GC2465'REFLECTORS SUSPENDED BETWEEN THEM.
 GC2465'
 GC2465'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND
 GC2465'STATE HIGHWAY 48, 3 MILES NORTHEAST OF CLARKSVILLE, GO NORTH ON
 GC2465'HIGHWAY 48 FOR 2.5 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST FOR
 GC2465'1.7 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2466 ***********************************************************************
 GC2466  DESIGNATION -  CLARKSVILLE RADIO WJZM MAST
 GC2466  PID         -  GC2466
 GC2466  STATE/COUNTY-  TN/MONTGOMERY
 GC2466  USGS QUAD   -  CLARKSVILLE (1984)
 GC2466
 GC2466                         *CURRENT SURVEY CONTROL
 GC2466  ___________________________________________________________________
 GC2466* NAD 83(1995)-  36 30 58.05947(N)    087 21 01.22376(W)     ADJUSTED  
 GC2466* NAVD 88     -                                                        
 GC2466  ___________________________________________________________________
 GC2466  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GC2466  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2466
 GC2466  HORZ ORDER  -  THIRD
 GC2466
 GC2466.The horizontal coordinates were established by classical geodetic methods
 GC2466.and adjusted by the National Geodetic Survey in April 1999..
 GC2466
 GC2466
 GC2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2466
 GC2466.The geoid height was determined by GEOID03.
 GC2466
 GC2466;                    North         East     Units Scale Factor Converg.
 GC2466;SPC TN       -   243,020.160   479,048.174   MT  1.00001915   -0 47 26.0
 GC2466;SPC TN       -   797,308.64  1,571,677.22   sFT  1.00001915   -0 47 26.0
 GC2466;UTM  16      - 4,041,254.092   468,631.665   MT  0.99961212   -0 12 30.5
 GC2466
 GC2466                          SUPERSEDED SURVEY CONTROL
 GC2466
 GC2466  NAD 83(1995)-  36 30 58.06012(N)    087 21 01.22481(W) AD(       ) 4
 GC2466  NAD 83(1995)-  36 30 58.06530(N)    087 21 01.22717(W) AD(       ) 4
 GC2466  NAD 83(1986)-  36 30 58.06931(N)    087 21 01.22707(W) AD(       ) 4
 GC2466  NAD 27      -  36 30 57.89500(N)    087 21 01.20000(W) AD(       ) 3
 GC2466
 GC2466.Superseded values are not recommended for survey control.
 GC2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2466.See file dsdata.txt to determine how the superseded data were derived.
 GC2466
 GC2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6863241254(NAD 83)
 GC2466_MARKER: 42 = RADIO/TV MAST
 GC2466
 GC2466  HISTORY     - Date     Condition        Report By
 GC2466  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2466
 GC2466                          STATION DESCRIPTION
 GC2466
 GC2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2466'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED BETWEEN
 GC2466'MARTIN AND GREENWOOD AVENUES, IN THE SOUTH SECTION OF
 GC2466'CLARKSVILLE.  IT IS A STANDARD CROSS-SECTIONED GUYED MAST, 179 FEET
 GC2466'HIGH, PAINTED IN ALTERNATE RED AND WHITE SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2467 ***********************************************************************
 GC2467  DESIGNATION -  CLARKSVILLE S MUNICIPAL TANK
 GC2467  PID         -  GC2467
 GC2467  STATE/COUNTY-  TN/MONTGOMERY
 GC2467  USGS QUAD   -  CLARKSVILLE (1984)
 GC2467
 GC2467                         *CURRENT SURVEY CONTROL
 GC2467  ___________________________________________________________________
 GC2467* NAD 83(1995)-  36 31 21.99462(N)    087 21 05.51799(W)     ADJUSTED  
 GC2467* NAVD 88     -                                                        
 GC2467  ___________________________________________________________________
 GC2467  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GC2467  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2467
 GC2467  HORZ ORDER  -  THIRD
 GC2467
 GC2467.The horizontal coordinates were established by classical geodetic methods
 GC2467.and adjusted by the National Geodetic Survey in April 1999..
 GC2467
 GC2467
 GC2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2467
 GC2467.The geoid height was determined by GEOID03.
 GC2467
 GC2467;                    North         East     Units Scale Factor Converg.
 GC2467;SPC TN       -   243,759.372   478,951.525   MT  1.00002054   -0 47 28.5
 GC2467;SPC TN       -   799,733.87  1,571,360.13   sFT  1.00002054   -0 47 28.5
 GC2467;UTM  16      - 4,041,991.982   468,527.554   MT  0.99961220   -0 12 33.2
 GC2467
 GC2467                          SUPERSEDED SURVEY CONTROL
 GC2467
 GC2467  NAD 83(1995)-  36 31 21.99535(N)    087 21 05.51907(W) AD(       ) 4
 GC2467  NAD 83(1995)-  36 31 22.00040(N)    087 21 05.52143(W) AD(       ) 4
 GC2467  NAD 83(1986)-  36 31 22.00447(N)    087 21 05.52134(W) AD(       ) 4
 GC2467  NAD 27      -  36 31 21.83000(N)    087 21 05.49400(W) AD(       ) 3
 GC2467
 GC2467.Superseded values are not recommended for survey control.
 GC2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2467.See file dsdata.txt to determine how the superseded data were derived.
 GC2467
 GC2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6852841992(NAD 83)
 GC2467_MARKER: 53 = ELEVATED TANK
 GC2467
 GC2467  HISTORY     - Date     Condition        Report By
 GC2467  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2467  HISTORY     - 19960319 GOOD             USPSQD
 GC2467
 GC2467                          STATION DESCRIPTION
 GC2467
 GC2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2467'THE STATION IS THE BASE OF A LIGHTNING ROD AT THE APEX OF THE ROOF OF
 GC2467'THE TANK, LOCATED IN THE SOUTH SECTION OF CLARKSVILLE, ABOUT
 GC2467'150 FEET NORTHWEST OF THE INTERSECTION OF WASHINGTON AND ELDER
 GC2467'STREETS.  IT IS A LARGE STEEL TANK, ATOP AN 8-LEGGED STEEL
 GC2467'STRUCTURE, ABOUT 225 FEET HIGH, PAINTED SILVER AND HAS THE LEGEND
 GC2467'CLARKSVILLE, TENN. PAINTED IN LARGE BLACK LETTERS ON 4 SIDES OF
 GC2467'THE TANK.
 GC2467
 GC2467                          STATION RECOVERY (1996)
 GC2467
 GC2467'RECOVERY NOTE BY US POWER SQUADRON 1996
 GC2467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0885 ***********************************************************************
 GC0885  DESIGNATION -  CLAY
 GC0885  PID         -  GC0885
 GC0885  STATE/COUNTY-  TN/DAVIDSON
 GC0885  USGS QUAD   -  WHITES CREEK (1994)
 GC0885
 GC0885                         *CURRENT SURVEY CONTROL
 GC0885  ___________________________________________________________________
 GC0885* NAD 83(1986)-  36 18 29.     (N)    086 49 28.     (W)     SCALED    
 GC0885* NAVD 88     -       168.041  (meters)     551.31   (feet)  ADJUSTED  
 GC0885  ___________________________________________________________________
 GC0885  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0885  DYNAMIC HT  -         167.897 (meters)     550.84  (feet)  COMP
 GC0885  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0885
 GC0885  VERT ORDER  -  SECOND    CLASS 0
 GC0885
 GC0885.The horizontal coordinates were scaled from a topographic map and have
 GC0885.an estimated accuracy of +/- 6 seconds.
 GC0885
 GC0885.The orthometric height was determined by differential leveling
 GC0885.and adjusted by the National Geodetic Survey in June 1991..
 GC0885
 GC0885.The geoid height was determined by GEOID03.
 GC0885
 GC0885.The dynamic height is computed by dividing the NAVD 88
 GC0885.geopotential number by the normal gravity value computed on the
 GC0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0885.degrees latitude (g = 980.6199 gals.).
 GC0885
 GC0885.The modeled gravity was interpolated from observed gravity values.
 GC0885
 GC0885;                    North         East    Units  Estimated Accuracy
 GC0885;SPC TN       -   219,410.      525,960.      MT  (+/- 180 meters Scaled)
 GC0885
 GC0885                          SUPERSEDED SURVEY CONTROL
 GC0885
 GC0885  NGVD 29 (??/??/92)  168.083  (m)          551.45   (f) ADJ UNCH    2 0
 GC0885
 GC0885.Superseded values are not recommended for survey control.
 GC0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0885.See file dsdata.txt to determine how the superseded data were derived.
 GC0885
 GC0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157181(NAD 83)
 GC0885_MARKER: DD = SURVEY DISK
 GC0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0885_STAMPING: CLAY 1965
 GC0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0885+STABILITY: SURFACE MOTION
 GC0885
 GC0885  HISTORY     - Date     Condition        Report By
 GC0885  HISTORY     - 1965     MONUMENTED       TNHD
 GC0885
 GC0885                          STATION DESCRIPTION
 GC0885
 GC0885'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0885'2.5 MI SE FROM JOELTON.
 GC0885'FROM THE POST OFFICE IN JOELTON, GO EASTERLY ON OLD CLARKSVILLE
 GC0885'PIKE FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 431, TURN
 GC0885'LEFT, NORTH, AND GO 0.15 MILE ON U.S. HIGHWAY 431 TO A PAVED ROAD
 GC0885'RIGHT (UNION HILL ROAD), TURN RIGHT, EAST, AND GO 0.3 MILE TO A
 GC0885'POINT WHERE UNION HILL ROAD TURNS LEFT AND CLAYLICK ROAD GOES
 GC0885'STRAIGHT AHEAD, CONTINUE STRAIGHT AND FOLLOW CLAYLICK ROAD
 GC0885'SOUTHERLY AND EASTERLY FOR 2.5 MILES TO A GRAVELED LANE ON THE
 GC0885'RIGHT, TURN RIGHT, AND GO SOUTHERLY, CROSSING OVER A SMALL WOODEN
 GC0885'BRIDGE, FOR 0.1 MILE TO THE MARK ON THE RIGHT, 12 FEET NORTHWEST
 GC0885'OF THE GRAVELED LANE, 4.3 FEET SOUTH OF A METAL WITNESS POST WITH
 GC0885'SIGN AND 2 FEET SOUTHEAST OF A BARBED WIRE FENCE.  IT IS A
 GC0885'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC0885'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2353 ***********************************************************************
 GC2353  DESIGNATION -  CLAY
 GC2353  PID         -  GC2353
 GC2353  STATE/COUNTY-  TN/DAVIDSON
 GC2353  USGS QUAD   -  WHITES CREEK (1994)
 GC2353
 GC2353                         *CURRENT SURVEY CONTROL
 GC2353  ___________________________________________________________________
 GC2353* NAD 83(1995)-  36 18 29.16059(N)    086 49 27.71018(W)     ADJUSTED  
 GC2353* NAVD 88     -       168.02   (+/-2cm)     551.2    (feet)  VERTCON   
 GC2353  ___________________________________________________________________
 GC2353  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GC2353  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2353
 GC2353  HORZ ORDER  -  SECOND
 GC2353  VERT ORDER  -  THIRD ? (See Below)
 GC2353
 GC2353.The horizontal coordinates were established by classical geodetic methods
 GC2353.and adjusted by the National Geodetic Survey in April 1999..
 GC2353
 GC2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2353.The vertical order pertains to the NGVD 29 superseded value.
 GC2353
 GC2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2353
 GC2353.The geoid height was determined by GEOID03.
 GC2353
 GC2353;                    North         East     Units Scale Factor Converg.
 GC2353;SPC TN       -   219,413.429   525,964.665   MT  0.99998254   -0 28 57.4
 GC2353;SPC TN       -   719,858.89  1,725,602.41   sFT  0.99998254   -0 28 57.4
 GC2353;UTM  16      - 4,018,136.456   515,767.866   MT  0.99960306   +0 06 14.4
 GC2353
 GC2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2353!SPC TN       -   0.99997825  x   0.99998254  =   0.99996079
 GC2353!UTM  16      -   0.99997825  x   0.99960306  =   0.99958132
 GC2353
 GC2353|---------------------------------------------------------------------|
 GC2353| PID    Reference Object                     Distance      Geod. Az  |
 GC2353|                                                           dddmmss.s |
 GC2353| GC0884 CLAY RM 1                            13.919 METERS 05500     |
 GC2353| CG5104 CLAY RM 3                                          0903137.7 |
 GC2353| GC0886 CLAY RM 2                            14.329 METERS 16240     |
 GC2353| GC2352 B 13                                  1.610 METERS 18353     |
 GC2353| CG5103 CLAY AZ MK                                         3174717.6 |
 GC2353|---------------------------------------------------------------------|
 GC2353
 GC2353                          SUPERSEDED SURVEY CONTROL
 GC2353
 GC2353  NAD 83(1995)-  36 18 29.16216(N)    086 49 27.71193(W) AD(       ) 2
 GC2353  NAD 83(1995)-  36 18 29.16506(N)    086 49 27.71295(W) AD(       ) 2
 GC2353  NAD 83(1986)-  36 18 29.17071(N)    086 49 27.71326(W) AD(       ) 2
 GC2353  NAD 27      -  36 18 28.98478(N)    086 49 27.72048(W) AD(       ) 2
 GC2353  NGVD 29 (07/19/86)  168.08   (m)          551.4    (f) LEVELING    3  
 GC2353
 GC2353.Superseded values are not recommended for survey control.
 GC2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2353.See file dsdata.txt to determine how the superseded data were derived.
 GC2353
 GC2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1576818136(NAD 83)
 GC2353_MARKER: DD = SURVEY DISK
 GC2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2353
 GC2353  HISTORY     - Date     Condition        Report By
 GC2353  HISTORY     - 1965     MONUMENTED       TNHD
 GC2353  HISTORY     - 1973     GOOD             NGS
 GC2353
 GC2353                          STATION DESCRIPTION
 GC2353
 GC2353'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2353'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF DOWNTOWN NASHVILLE, 3
 GC2353'MILES NORTH OF WHITES CREEK AND 2-1/2 MILES SOUTHEAST OF
 GC2353'JOELTON.
 GC2353'
 GC2353'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO EASTERLY ON
 GC2353'OLD CLARKSVILLE PIKE FOR 0.1 MILE TO THE INTERSECTION OF
 GC2353'U.S. HIGHWAY 431, TURN LEFT, NORTH, AND GO 0.15 MILES ON U.S. HIGHWAY
 GC2353'431 TO A PAVED ROAD RIGHT (UNION HILL ROAD), TURN RIGHT, EAST, AND
 GC2353'GO 0.3 MILE TO A POINT WHERE UNION HILL ROAD TURNS LEFT AND CLAYLICK
 GC2353'ROAD GOES STRAIGHT AHEAD, CONTINUE STRAIGHT AND FOLLOW
 GC2353'CLAYLICK ROAD SOUTHERLY AND EASTERLY FOR 1.9 MILES TO THE AZIMUTH
 GC2353'MARK ON THE LEFT. CONTINUE ON CLAYLICK ROAD FOR 0.65 MILE TO A
 GC2353'GRAVELED LANE ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY, CROSSING
 GC2353'OVER A SMALL WOODEN BRIDGE, FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 GC2353'
 GC2353'THE STATION IS 12 FEET NORTHWEST OF THE GRAVELED LANE, 4.3 FEET SOUTH
 GC2353'OF A METAL WITNESS POST WITH SIGN AND 2 FEET SOUTHEAST OF A
 GC2353'BARBED WIRE FENCE. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2353'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED CLAY
 GC2353'1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC2353'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2353'CONCRETE MONUMENT.
 GC2353'
 GC2353'REFERENCE MARK NO. 1 IS 8 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2353'THE GRAVELED LANE AND 1 FOOT NORTHWEST OF A BARBED WIRE FENCE.
 GC2353'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC2353'TOP OF AN 8-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2353'STAMPED CLAY RM-1 1965.
 GC2353'
 GC2353'REFERENCE MARK NO. 2 IS 8 FEET EAST OF THE APPROXIMAE CENTER OF THE
 GC2353'GRAVELED LANE AND 1 FOOT WEST OF A BARBED WIRE FENCE. THE MARK
 GC2353'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2353'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2353'CLAY RM-2 1965.
 GC2353'
 GC2353'B 13 IS 15 FEET NORTHWEST OF THE GRAVELED LANE AND 2 FEET SOUTHEAST
 GC2353'OF A BARBED WIRE FENCE. THE MARK IS A METAL DISK SET IN THE TOP
 GC2353'OF A 5-INCH, ROUND, CONCRETE MONUMENT PROJECTING 6 INCHES AND THE
 GC2353'DISK IS STAMPED B 13.
 GC2353'
 GC2353'THE AZIMUTH MARK IS 112 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GC2353'JUNCTION OF CLAYLICK ROAD AND A GRAVELED DRIVE, 19 FEET NORTH OF
 GC2353'THE APPROXIMATE CENTER OF CLAYLICK ROAD AND ABOUT 3 FEET SOUTH OF A
 GC2353'ROCK BLUFF. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2353'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC2353'AND THE DISK IS STAMPED CLAY AZI 1965.
 GC2353'
 GC2353'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2353'
 GC2353'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2353
 GC2353                          STATION RECOVERY (1973)
 GC2353
 GC2353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 GC2353'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2353'CONDITION.  DUE TO THE RELOCATION OF CLAYLICK ROAD ALONGSIDE OF
 GC2353'INTERSTATE 24, THE AZIMUTH MARK WOULD BE DESTROYED.  A NEW MARK
 GC2353'CLAY 1965 R. M. NO. 3 (AZIMUTH MARK) WAS ESTABLISHED.  THE STATION
 GC2353'WAS OCCUPIED AND ALL HORIZONTAL ANGLES AND DISTANCES CHECKED.
 GC2353'
 GC2353'THE STATION IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED
 GC2353'CLAY 1965, SET IN A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 GC2353'GROUND SURFACE.  IT IS 375 FEET SOUTHWEST OF THE APPROXIMATE
 GC2353'CENTERLINE MEDIAN OF I-24, 195 FEET SOUTHWEST OF THE APPROXIMATE
 GC2353'CENTERLINE OF FRONTAGE ROAD F, 150 FEET SOUTHWEST OF RIGHT-OF-WAY
 GC2353'FENCE FOR FRONTAGE ROAD F ALONG THE SOUTHWEST SIDE OF I-24.  IT
 GC2353'IS 13 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF GRAVELED ROAD,
 GC2353'2.5 FEET SOUTHEAST OF A WOVEN WIRE FENCE, AND 1.0 FEET NORTHEAST
 GC2353'OF A METAL WITNESS POST AND SIGN.
 GC2353'
 GC2353'REFERENCE MARK 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2353'STAMPED CLAY R. M. 1 1965, SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 GC2353'FLUSH WITH THE GROUND SURFACE.  IT IS 230 FEET SOUTHWEST OF THE
 GC2353'APPROXIMATE CENTERLINE OF MEDIAN OF I-24, 151 FEET SOUTHWEST OF
 GC2353'THE APPROXIMATE CENTERLINE OF FRONTAGE ROAD F, 106 FEET SOUTHWEST
 GC2353'OF RIGHT-OF-WAY FENCE OF FRONTAGE ROAD F ALONG THE SOUTHWEST
 GC2353'SIDE OF I-24.  IT IS 8 FEET SOUTHEAST OF APPROXIMATE CENTERLINE
 GC2353'OF GRAVELED ROAD, 1.0 FEET NORTHWEST OF A FENCE AND 0.9 FEET
 GC2353'NORTHWEST OF A METAL WITNESS POST AND SIGN.
 GC2353'
 GC2353'REFERENCE MARK 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2353'STAMPED CLAY R. M. 2 1965, SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 GC2353'FLUSH WITH THE GROUND SURFACE.  IT IS 185 FEET SOUTHWEST OF
 GC2353'RIGHT-OF-WAY FENCE OF FRONTAGE ROAD F ALONG SOUTHWEST SIDE OF
 GC2353'I-24, 230 FEET SOUTHWEST OF APPROXIMATE CENTERLINE OF FRONTAGE
 GC2353'ROAD F, 410 FEET SOUTHWEST OF APPROXIMATE CENTERLINE OF THE
 GC2353'MEDIAN OF I-24.  IT IS 8 FEET EAST OF APPROXIMATE CENTERLINE OF
 GC2353'GRAVELED ROAD, 1.5 FEET WEST OF A FENCE AND 1.2 FEET WEST OF A
 GC2353'METAL WITNESS POST AND SIGN.
 GC2353'
 GC2353'BENCH MARK B13 IS PRIVATE SURVEY ALUMINUM CAP MARK WITH CENTER
 GC2353'POINT.  THE MARK IS STAMPED B13 AND SET IN A 4-INCH ROUND CONCRETE
 GC2353'POST PROJECTING 6-INCHES.  IT IS SET IN 380 FEET SOUTHWEST OF
 GC2353'APPROXIMATE CENTERLINE OF THE MEDIAN OF I-24, 200 FEET SOUTHWEST
 GC2353'OF APPROXIMATE CENTERLINE OF FRONTAGE ROAD F, AND 155 FEET
 GC2353'SOUTHWEST OF RIGHT-OF-WAY FENCE AT FRONTAGE ROAD F ALONG SOUTHWEST
 GC2353'SIDE OF I-24.  IT IS 14 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF
 GC2353'A GRAVELED ROAD, 4.5 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN
 GC2353'AND 2.0 FEET SOUTHEAST OF A WOVEN WIRE FENCE.
 GC2353'
 GC2353'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAY 1965 NO. 3 1973
 GC2353'AND SET IN A 10-INCH ROUND CONCRETE MONUMENT PROJECTING 2 INCHES
 GC2353'ABOVE THE GROUND SURFACE.  IT IS 230 FEET NNE OF THE APPROXIMATE
 GC2353'CENTERLINE MEDIAN OF I-24 AND 130 FEET NNE OF THE APPROXIMATE
 GC2353'CENTERLINE OF LICKTON PIKE.  IT IS 1.0 FEET NNW OF A METAL
 GC2353'WITNESS POST AND SIGN, AND 1.0 FEET SSW OF THE
 GC2353'RIGHT-OF-WAY OF LICKTON PIKE.
 GC2353'
 GC2353'TO REACH THE STATION FROM THE OLD HICKORY BOULEVARD AND INTERSTATE
 GC2353'ROUTE 24 INTERCHANGE NORTH OF NASHVILLE, GO WESTERLY ON OLD HICKORY
 GC2353'BOULEVARD FOR 1.0 MILE TO THE T INTERSECTION OF LICKTON PIKE ON THE
 GC2353'RIGHT (CONCRETE BRIDGE JUST EAST OF THIS INTERSECTION).  HERE,
 GC2353'TURN SHARP RIGHT ON LICKTON PIKE AND GO NORTH-NORTHEASTERLY FOR
 GC2353'1.95 MILES TO A FRONTAGE ROAD F ON THE LEFT.* HERE TURN LEFT ON
 GC2353'THIS FRONTAGE ROAD AND GO WEST-NORTHWESTERLY FOR 0.95 OF A MILE TO
 GC2353'A GRAVELED DRIVE LEFT AND THE STATION ABOUT 195 FEET LEFT ALONG
 GC2353'DRIVE AND ON RIGHT SIDE OF DRIVE AS DESCRIBED.
 GC2353'
 GC2353'*TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF FRONTAGE ROAD F
 GC2353'AND LICKTON PIKE, CONTINUE NORTHERLY ON LICKTON PIKE FOR ABOUT 0.05
 GC2353'OF A MILE TO THE T INTERSECTION OF CLAYLICK ROAD ON THE LEFT.
 GC2353'(STONE HOUSE IN NW ANGLE).  HERE TURN SHARP LEFT ON CLAYLICK ROAD
 GC2353'AND GO WEST-NORTHWESTERLY FOR 0.75 OF A MILE TO THE MARK ON THE
 GC2353'RIGHT ALONG NORTH RIGHT-OF-WAY FENCE OF CLAYLICK ROAD RELOCATED AS
 GC2353'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0883 ***********************************************************************
 GC0883  DESIGNATION -  CLAY AZ MK
 GC0883  PID         -  GC0883
 GC0883  STATE/COUNTY-  TN/DAVIDSON
 GC0883  USGS QUAD   -  WHITES CREEK (1994)
 GC0883
 GC0883                         *CURRENT SURVEY CONTROL
 GC0883  ___________________________________________________________________
 GC0883* NAD 83(1986)-  36 18 52.     (N)    086 49 52.     (W)     SCALED    
 GC0883* NAVD 88     -       173.035  (meters)     567.70   (feet)  ADJUSTED  
 GC0883  ___________________________________________________________________
 GC0883  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0883  DYNAMIC HT  -         172.887 (meters)     567.21  (feet)  COMP
 GC0883  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC0883
 GC0883  VERT ORDER  -  SECOND    CLASS 0
 GC0883
 GC0883.The horizontal coordinates were scaled from a topographic map and have
 GC0883.an estimated accuracy of +/- 6 seconds.
 GC0883
 GC0883.The orthometric height was determined by differential leveling
 GC0883.and adjusted by the National Geodetic Survey in June 1991..
 GC0883
 GC0883.The geoid height was determined by GEOID03.
 GC0883
 GC0883.The dynamic height is computed by dividing the NAVD 88
 GC0883.geopotential number by the normal gravity value computed on the
 GC0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0883.degrees latitude (g = 980.6199 gals.).
 GC0883
 GC0883.The modeled gravity was interpolated from observed gravity values.
 GC0883
 GC0883;                    North         East    Units  Estimated Accuracy
 GC0883;SPC TN       -   220,120.      525,370.      MT  (+/- 180 meters Scaled)
 GC0883
 GC0883                          SUPERSEDED SURVEY CONTROL
 GC0883
 GC0883  NGVD 29 (??/??/92)  173.077  (m)          567.84   (f) ADJ UNCH    2 0
 GC0883
 GC0883.Superseded values are not recommended for survey control.
 GC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0883.See file dsdata.txt to determine how the superseded data were derived.
 GC0883
 GC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF151188(NAD 83)
 GC0883_MARKER: DD = SURVEY DISK
 GC0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0883_STAMPING: CLAY AZI 1965
 GC0883_MARK LOGO: TNHD  
 GC0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0883+STABILITY: SURFACE MOTION
 GC0883
 GC0883  HISTORY     - Date     Condition        Report By
 GC0883  HISTORY     - 1965     MONUMENTED       TNHD
 GC0883
 GC0883                          STATION DESCRIPTION
 GC0883
 GC0883'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0883'2 MI SE FROM JOELTON.
 GC0883'FROM THE POST OFFICE IN JOELTON, GO EASTERLY ON OLD CLARKSVILLE
 GC0883'PIKE FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 431, TURN
 GC0883'LEFT, NORTH, AND GO 0.15 MILE ON U.S. HIGHWAY 431 TO A PAVED ROAD
 GC0883'RIGHT (UNION HILL ROAD).  TURN RIGHT, EAST, AND GO 0.3 MILE TO A
 GC0883'POINT WHERE UNION HILL ROAD TURNS LEFT AND CLAYLICK ROAD GOES
 GC0883'STRAIGHT AHEAD.  CONTINUE STRAIGHT AND FOLLOW CLAYLICK ROAD
 GC0883'SOUTHERLY AND EASTERLY FOR 1.9 MILES TO THE MARK ON THE LEFT,
 GC0883'112 FEET EAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF
 GC0883'CLAYLICK ROAD AND A GRAVELED DRIVE, 19 FEET NORTH OF THE
 GC0883'APPROXIMATE CENTER OF CLAYLICK ROAD AND ABOUT 3 FEET SOUTH OF A ROCK
 GC0883'BLUFF.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC0883'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0884 ***********************************************************************
 GC0884  DESIGNATION -  CLAY RM 1
 GC0884  PID         -  GC0884
 GC0884  STATE/COUNTY-  TN/DAVIDSON
 GC0884  USGS QUAD   -  WHITES CREEK (1994)
 GC0884
 GC0884                         *CURRENT SURVEY CONTROL
 GC0884  ___________________________________________________________________
 GC0884* NAD 83(1986)-  36 18 29.     (N)    086 49 28.     (W)     SCALED    
 GC0884* NAVD 88     -       167.553  (meters)     549.71   (feet)  ADJUSTED  
 GC0884  ___________________________________________________________________
 GC0884  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0884  DYNAMIC HT  -         167.409 (meters)     549.24  (feet)  COMP
 GC0884  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0884
 GC0884  VERT ORDER  -  SECOND    CLASS 0
 GC0884
 GC0884.The horizontal coordinates were scaled from a topographic map and have
 GC0884.an estimated accuracy of +/- 6 seconds.
 GC0884
 GC0884.The orthometric height was determined by differential leveling
 GC0884.and adjusted by the National Geodetic Survey in June 1991..
 GC0884
 GC0884.The geoid height was determined by GEOID03.
 GC0884
 GC0884.The dynamic height is computed by dividing the NAVD 88
 GC0884.geopotential number by the normal gravity value computed on the
 GC0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0884.degrees latitude (g = 980.6199 gals.).
 GC0884
 GC0884.The modeled gravity was interpolated from observed gravity values.
 GC0884
 GC0884;                    North         East    Units  Estimated Accuracy
 GC0884;SPC TN       -   219,410.      525,960.      MT  (+/- 180 meters Scaled)
 GC0884
 GC0884                          SUPERSEDED SURVEY CONTROL
 GC0884
 GC0884  NGVD 29 (??/??/92)  167.595  (m)          549.85   (f) ADJ UNCH    2 0
 GC0884
 GC0884.Superseded values are not recommended for survey control.
 GC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0884.See file dsdata.txt to determine how the superseded data were derived.
 GC0884
 GC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157181(NAD 83)
 GC0884_MARKER: DD = SURVEY DISK
 GC0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0884_STAMPING: CLAY RM-1 1965
 GC0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0884+STABILITY: SURFACE MOTION
 GC0884
 GC0884  HISTORY     - Date     Condition        Report By
 GC0884  HISTORY     - 1965     MONUMENTED       TNHD
 GC0884
 GC0884                          STATION DESCRIPTION
 GC0884
 GC0884'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0884'2.5 MI SE FROM JOELTON.
 GC0884'AT THE CLAY 1965 STATION SITE, 8 FEET SOUTHEAST OF THE APPROXIMATE
 GC0884'CENTER OF A GRAVELED LANE AND 1 FOOT NORTHWEST OF A BARBED WIRE
 GC0884'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC0884'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0886 ***********************************************************************
 GC0886  DESIGNATION -  CLAY RM 2
 GC0886  PID         -  GC0886
 GC0886  STATE/COUNTY-  TN/DAVIDSON
 GC0886  USGS QUAD   -  WHITES CREEK (1994)
 GC0886
 GC0886                         *CURRENT SURVEY CONTROL
 GC0886  ___________________________________________________________________
 GC0886* NAD 83(1986)-  36 18 29.     (N)    086 49 28.     (W)     SCALED    
 GC0886* NAVD 88     -       167.432  (meters)     549.32   (feet)  ADJUSTED  
 GC0886  ___________________________________________________________________
 GC0886  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0886  DYNAMIC HT  -         167.288 (meters)     548.84  (feet)  COMP
 GC0886  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0886
 GC0886  VERT ORDER  -  SECOND    CLASS 0
 GC0886
 GC0886.The horizontal coordinates were scaled from a topographic map and have
 GC0886.an estimated accuracy of +/- 6 seconds.
 GC0886
 GC0886.The orthometric height was determined by differential leveling
 GC0886.and adjusted by the National Geodetic Survey in June 1991..
 GC0886
 GC0886.The geoid height was determined by GEOID03.
 GC0886
 GC0886.The dynamic height is computed by dividing the NAVD 88
 GC0886.geopotential number by the normal gravity value computed on the
 GC0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0886.degrees latitude (g = 980.6199 gals.).
 GC0886
 GC0886.The modeled gravity was interpolated from observed gravity values.
 GC0886
 GC0886;                    North         East    Units  Estimated Accuracy
 GC0886;SPC TN       -   219,410.      525,960.      MT  (+/- 180 meters Scaled)
 GC0886
 GC0886                          SUPERSEDED SURVEY CONTROL
 GC0886
 GC0886  NGVD 29 (??/??/92)  167.475  (m)          549.46   (f) ADJ UNCH    2 0
 GC0886
 GC0886.Superseded values are not recommended for survey control.
 GC0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0886.See file dsdata.txt to determine how the superseded data were derived.
 GC0886
 GC0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157181(NAD 83)
 GC0886_MARKER: DD = SURVEY DISK
 GC0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0886_STAMPING: CLAY RM-2 1965
 GC0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0886+STABILITY: SURFACE MOTION
 GC0886
 GC0886  HISTORY     - Date     Condition        Report By
 GC0886  HISTORY     - 1965     MONUMENTED       TNHD
 GC0886
 GC0886                          STATION DESCRIPTION
 GC0886
 GC0886'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0886'2.5 MI SE FROM JOELTON.
 GC0886'AT THE CLAY 1965 STATION SITE, 8 FEET EAST OF THE APPROXIMATE
 GC0886'CENTER OF A GRAVELED LANE AND 1 FOOT WEST OF A BARBED WIRE FENCE.
 GC0886'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC0886'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2548 ***********************************************************************
 GC2548  DESIGNATION -  CLAYLICK
 GC2548  PID         -  GC2548
 GC2548  STATE/COUNTY-  TN/DICKSON
 GC2548  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2548
 GC2548                         *CURRENT SURVEY CONTROL
 GC2548  ___________________________________________________________________
 GC2548* NAD 83(1995)-  36 08 48.54254(N)    087 13 58.21666(W)     ADJUSTED  
 GC2548* NAVD 88     -       240.92   (+/-2cm)     790.4    (feet)  VERTCON   
 GC2548  ___________________________________________________________________
 GC2548  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 GC2548  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC2548
 GC2548  HORZ ORDER  -  SECOND
 GC2548  VERT ORDER  -  THIRD ? (See Below)
 GC2548
 GC2548.The horizontal coordinates were established by classical geodetic methods
 GC2548.and adjusted by the National Geodetic Survey in April 1999..
 GC2548
 GC2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2548.The vertical order pertains to the NGVD 29 superseded value.
 GC2548
 GC2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2548
 GC2548.The geoid height was determined by GEOID03.
 GC2548
 GC2548;                    North         East     Units Scale Factor Converg.
 GC2548;SPC TN       -   201,904.444   489,056.195   MT  0.99996325   -0 43 18.3
 GC2548;SPC TN       -   662,414.83  1,604,511.87   sFT  0.99996325   -0 43 18.3
 GC2548;UTM  16      - 4,000,257.950   479,053.816   MT  0.99960541   -0 08 14.4
 GC2548
 GC2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2548!SPC TN       -   0.99996673  x   0.99996325  =   0.99992998
 GC2548!UTM  16      -   0.99996673  x   0.99960541  =   0.99957216
 GC2548
 GC2548:                Primary Azimuth Mark                     Grid Az
 GC2548:SPC TN       -  CLAYLICK AZ MK                           049 41 34.9
 GC2548:UTM  16      -  CLAYLICK AZ MK                           049 06 31.0
 GC2548
 GC2548|---------------------------------------------------------------------|
 GC2548| PID    Reference Object                     Distance      Geod. Az  |
 GC2548|                                                           dddmmss.s |
 GC2548| CG5105 CLAYLICK AZ MK                                     0485816.6 |
 GC2548| CG5106 CLAYLICK RM 1                        30.117 METERS 06429     |
 GC2548| GC2553 TT 7 D                               20.565 METERS 15159     |
 GC2548| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX. 4.7 KM 1654751.4 |
 GC2548|---------------------------------------------------------------------|
 GC2548
 GC2548                          SUPERSEDED SURVEY CONTROL
 GC2548
 GC2548  NAD 83(1995)-  36 08 48.54420(N)    087 13 58.21953(W) AD(       ) 2
 GC2548  NAD 83(1995)-  36 08 48.54544(N)    087 13 58.22000(W) AD(       ) 2
 GC2548  NAD 83(1986)-  36 08 48.55264(N)    087 13 58.21966(W) AD(       ) 2
 GC2548  NAD 27      -  36 08 48.34400(N)    087 13 58.19100(W) AD(       ) 2
 GC2548  NGVD 29 (07/19/86)  240.93   (m)          790.5    (f) LEVELING    3  
 GC2548
 GC2548.Superseded values are not recommended for survey control.
 GC2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2548.See file dsdata.txt to determine how the superseded data were derived.
 GC2548
 GC2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7905400258(NAD 83)
 GC2548_MARKER: DS = TRIANGULATION STATION DISK
 GC2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2548
 GC2548  HISTORY     - Date     Condition        Report By
 GC2548  HISTORY     - 1953     MONUMENTED       CGS
 GC2548
 GC2548                          STATION DESCRIPTION
 GC2548
 GC2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2548'STATION IS LOCATED ABOUT 6 MILES EAST OF CHARLOTTE AND 3 MILES
 GC2548'NORTHWEST OF WHITE BLUFF ON PROPERTY OWNED BY MR. E.V.  COCKE.  IT
 GC2548'IS 61 FEET NORTHWEST OF THE INTERSECTION OF PETTY ROAD AND A PAVED
 GC2548'ROAD, 34 FEET NORTHEAST OF A 16 INCH OAK TREE, 16 FEET
 GC2548'SOUTHWEST OF A 12 INCH OAK TREE AND 5 FEET NORTHWEST OF A WHITE
 GC2548'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2548'CLAYLICK 1953.
 GC2548'
 GC2548'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE PAVED ROAD
 GC2548'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2
 GC2548'INCHES AND THE DISK IS STAMPED CLAYLICK NO. 1 1953.
 GC2548'
 GC2548'TT 7 D (USGS) B.M. IS 33 FEET NORTHWEST OF A 24 INCH OAK TREE, 20
 GC2548'FEET EAST OF THE ROAD INTERSECTION AND 12 FEET NORTH OF A
 GC2548'TELEPHONE POLE.  THE MARK IS A 6X6 INCH CONCRETE POST PROJECTING
 GC2548'ABOUT 14 INCHES WITH A BRONZE U.S.  GEOLOGICAL SURVEY DISK
 GC2548'IN THE TOP STAMPED TT 7 D 1929.
 GC2548'
 GC2548'AZIMUTH MARK IS 23 FEET EAST OF THE CENTER OF A PAVED ROAD, 3 FEET
 GC2548'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 GC2548'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CLAYLICK 1953.
 GC2548'
 GC2548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2548'HIGHWAY 47 IN WHITE BLUFF, GO NORTHWEST ON HIGHWAY 47 FOR 2.35
 GC2548'MILES TO A FORK, KEEP RIGHT LEAVING HIGHWAY AND GO NORTHEAST ON PAVED
 GC2548'ROAD FOR 0.75 MILE TO A GRAVEL SIDE ROAD LEFT (PETTY ROAD) AND THE
 GC2548'STATION ON THE LEFT IN NORTHWEST ANGLE OF THE INTERSECTION AS
 GC2548'DESCRIBED.  CONTINUE NORTHEAST ON PAVED ROAD FOR 0.25 MILE TO
 GC2548'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2548'
 GC2548'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0532 ***********************************************************************
 FC0532  DESIGNATION -  CLEAGE
 FC0532  PID         -  FC0532
 FC0532  STATE/COUNTY-  TN/MCMINN
 FC0532  USGS QUAD   -  ATHENS (1990)
 FC0532
 FC0532                         *CURRENT SURVEY CONTROL
 FC0532  ___________________________________________________________________
 FC0532* NAD 83(1995)-  35 29 53.97581(N)    084 37 13.43768(W)     ADJUSTED  
 FC0532* NAVD 88     -       277.052  (meters)     908.96   (feet)  ADJUSTED  
 FC0532  ___________________________________________________________________
 FC0532  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 FC0532  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0532  DYNAMIC HT  -         276.781 (meters)     908.07  (feet)  COMP
 FC0532  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 FC0532
 FC0532  HORZ ORDER  -  SECOND
 FC0532  VERT ORDER  -  SECOND    CLASS 0
 FC0532
 FC0532.The horizontal coordinates were established by classical geodetic methods
 FC0532.and adjusted by the National Geodetic Survey in April 1999..
 FC0532
 FC0532.The orthometric height was determined by differential leveling
 FC0532.and adjusted by the National Geodetic Survey in June 1991..
 FC0532
 FC0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0532
 FC0532.The geoid height was determined by GEOID03.
 FC0532
 FC0532.The dynamic height is computed by dividing the NAVD 88
 FC0532.geopotential number by the normal gravity value computed on the
 FC0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0532.degrees latitude (g = 980.6199 gals.).
 FC0532
 FC0532.The modeled gravity was interpolated from observed gravity values.
 FC0532
 FC0532;                    North         East     Units Scale Factor Converg.
 FC0532;SPC TN       -   130,137.437   725,164.455   MT  0.99996547   +0 48 27.6
 FC0532;SPC TN       -   426,959.24  2,379,143.72   sFT  0.99996547   +0 48 27.6
 FC0532;UTM  16      - 3,930,911.399   715,838.212   MT  1.00017413   +1 22 56.3
 FC0532
 FC0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0532!SPC TN       -   0.99996128  x   0.99996547  =   0.99992675
 FC0532!UTM  16      -   0.99996128  x   1.00017413  =   1.00013541
 FC0532
 FC0532:                Primary Azimuth Mark                     Grid Az
 FC0532:SPC TN       -  5452                                     006 50 23.0
 FC0532:UTM  16      -  5452                                     006 15 54.3
 FC0532
 FC0532|---------------------------------------------------------------------|
 FC0532| PID    Reference Object                     Distance      Geod. Az  |
 FC0532|                                                           dddmmss.s |
 FC0532| CZ4609 5452                                               0073850.6 |
 FC0532| FC0940 SNYDER                              APPROX. 4.5 KM 0422945.2 |
 FC0532| FC0531 CLEAGE RM 1                          17.855 METERS 09133     |
 FC0532| FC0533 CLEAGE RM 2                          17.550 METERS 17749     |
 FC0532| FC1783 ATHENS PLANTATION PL MICROWAVE      APPROX. 4.5 KM 1784600.0 |
 FC0532|---------------------------------------------------------------------|
 FC0532
 FC0532                          SUPERSEDED SURVEY CONTROL
 FC0532
 FC0532  NAD 83(1995)-  35 29 53.98001(N)    084 37 13.43774(W) AD(       ) 2
 FC0532  NAD 83(1995)-  35 29 53.97973(N)    084 37 13.43781(W) AD(       ) 2
 FC0532  NAD 83(1995)-  35 29 53.98015(N)    084 37 13.43803(W) AD(       ) 2
 FC0532  NAD 83(1986)-  35 29 53.98464(N)    084 37 13.43598(W) AD(       ) 2
 FC0532  NAD 27      -  35 29 53.71930(N)    084 37 13.67400(W) AD(       ) 2
 FC0532  NGVD 29 (??/??/92)  277.121  (m)          909.19   (f) ADJ UNCH    2 0
 FC0532
 FC0532.Superseded values are not recommended for survey control.
 FC0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0532.See file dsdata.txt to determine how the superseded data were derived.
 FC0532
 FC0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1583830911(NAD 83)
 FC0532_MARKER: DE = TRAVERSE STATION DISK
 FC0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0532_STAMPING: CLEAGE 1961
 FC0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0532+STABILITY: SURFACE MOTION
 FC0532
 FC0532  HISTORY     - Date     Condition        Report By
 FC0532  HISTORY     - 1961     MONUMENTED       CGS
 FC0532  HISTORY     - 1961     GOOD             CGS
 FC0532
 FC0532                          STATION DESCRIPTION
 FC0532
 FC0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0532'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF NIOTA, 3-1/2 MILES
 FC0532'NORTH OF ATHENS AND ON THE PROPERTY OF MR. CLIFFORD F. CLEAGE.
 FC0532'
 FC0532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0532'HIGHWAY 30 ABOUT 1 MILE WEST OF ATHENS, GO NORTH ON U.S. HIGHWAY
 FC0532'11 FOR 1.45 MILES TO A CROSSROAD AT CAUTION LIGHT, TURN LEFT ON OILED
 FC0532'ROAD AND GO 0.1 MILE TO A FORK, KEEP RIGHT ON OILED ROAD AND GO
 FC0532'1.5 MILE TO A BRIDGE AND WHERE OILED ROAD TURNS RIGHT, CONTINUE
 FC0532'STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.8 MILE TO THE STATION ON
 FC0532'THE LEFT.
 FC0532'
 FC0532'THE STATION IS 33 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 8
 FC0532'FEET WEST OF A WIRE FENCE. THE DISK IS SET IN A SQUARE CONCRETE
 FC0532'MONUMENT, PROJECTING 3 INCHES, AND IS STAMPED CLEAGE 1961.
 FC0532'
 FC0532'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 FC0532'AND IS SET IN A FENCE LINE ON THE EAST SIDE OF THE ROAD. THE DISK
 FC0532'IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES, AND THE
 FC0532'DISK IS STAMPED CLEAGE NO 1 1961.
 FC0532'
 FC0532'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE CENTER OF A GRAVELED ROAD
 FC0532'AND 6 FEET WEST OF A WIRE FENCE. IT IS A STANDARD DISK, PROJECTING 4
 FC0532'INCHES, AND IS STAMPED CLEAGE NO 2 1961.
 FC0532'
 FC0532'THE AZIMUTH MARK IS 33 FEET NORTHEAST OF AN INTERSECTION AND 31 FEET
 FC0532'NORTHWEST OF TELEPHONE POLE NO. 7. IT IS A TENNESSEE
 FC0532'DIVISION OF GEOLOGY W.P.A. STATION AND IS STAMPED 5452.
 FC0532'
 FC0532'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON GRAVELED ROAD
 FC0532'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FC0532'
 FC0532'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 FC0532
 FC0532                          STATION RECOVERY (1961)
 FC0532
 FC0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0532'4.8 MI NW FROM ATHENS.
 FC0532'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 11 AND
 FC0532'STATE HWY 30 ABOUT 1 MILE WEST OF ATHENS, GO NORTH ON U.S. HIGHWAY
 FC0532'11 FOR 1.45 MILES TO A CROSSROAD AT CAUTION LIGHT, TURN LEFT
 FC0532'ON OILED ROAD AND GO 0.1 MILE TO A FORK, KEEP RIGHT ON OILED ROAD
 FC0532'AND GO 1.5 MILE TO A BRIDGE AND WHERE OILED ROAD TURNS RIGHT,
 FC0532'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.8 MILE TO THE
 FC0532'STATION ON THE LEFT, 33 FEET WEST OF THE GRAVELED ROAD, 8 FEET WEST OF
 FC0532'A WIRE FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST
 FC0532'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0531 ***********************************************************************
 FC0531  DESIGNATION -  CLEAGE RM 1
 FC0531  PID         -  FC0531
 FC0531  STATE/COUNTY-  TN/MCMINN
 FC0531  USGS QUAD   -  ATHENS (1990)
 FC0531
 FC0531                         *CURRENT SURVEY CONTROL
 FC0531  ___________________________________________________________________
 FC0531* NAD 83(1986)-  35 29 53.     (N)    084 37 13.     (W)     SCALED    
 FC0531* NAVD 88     -       277.704  (meters)     911.10   (feet)  ADJUSTED  
 FC0531  ___________________________________________________________________
 FC0531  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0531  DYNAMIC HT  -         277.431 (meters)     910.20  (feet)  COMP
 FC0531  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 FC0531
 FC0531  VERT ORDER  -  SECOND    CLASS 0
 FC0531
 FC0531.The horizontal coordinates were scaled from a topographic map and have
 FC0531.an estimated accuracy of +/- 6 seconds.
 FC0531
 FC0531.The orthometric height was determined by differential leveling
 FC0531.and adjusted by the National Geodetic Survey in June 1991..
 FC0531
 FC0531.The geoid height was determined by GEOID03.
 FC0531
 FC0531.The dynamic height is computed by dividing the NAVD 88
 FC0531.geopotential number by the normal gravity value computed on the
 FC0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0531.degrees latitude (g = 980.6199 gals.).
 FC0531
 FC0531.The modeled gravity was interpolated from observed gravity values.
 FC0531
 FC0531;                    North         East    Units  Estimated Accuracy
 FC0531;SPC TN       -   130,110.      725,180.      MT  (+/- 180 meters Scaled)
 FC0531
 FC0531                          SUPERSEDED SURVEY CONTROL
 FC0531
 FC0531  NGVD 29 (??/??/92)  277.773  (m)          911.33   (f) ADJ UNCH    2 0
 FC0531
 FC0531.Superseded values are not recommended for survey control.
 FC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0531.See file dsdata.txt to determine how the superseded data were derived.
 FC0531
 FC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE158308(NAD 83)
 FC0531_MARKER: DR = REFERENCE MARK DISK
 FC0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0531_STAMPING: CLEAGE NO 1 1961
 FC0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0531+STABILITY: SURFACE MOTION
 FC0531
 FC0531  HISTORY     - Date     Condition        Report By
 FC0531  HISTORY     - 1961     MONUMENTED       CGS
 FC0531
 FC0531                          STATION DESCRIPTION
 FC0531
 FC0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0531'4.8 MI NW FROM ATHENS.
 FC0531'THIS MARK IS LOCATED AT THE CLEAGE 1961 STATION SITE.  58.5 FEET
 FC0531'EAST OF CLEAGE 1961 STATION, 24 FEET EAST OF THE CENTER OF A
 FC0531'GRAVELED ROAD, THE DISK IS SET IN THE TOP OF A CONCRETE POST
 FC0531'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0533 ***********************************************************************
 FC0533  DESIGNATION -  CLEAGE RM 2
 FC0533  PID         -  FC0533
 FC0533  STATE/COUNTY-  TN/MCMINN
 FC0533  USGS QUAD   -  ATHENS (1990)
 FC0533
 FC0533                         *CURRENT SURVEY CONTROL
 FC0533  ___________________________________________________________________
 FC0533* NAD 83(1986)-  35 29 53.     (N)    084 37 13.     (W)     SCALED    
 FC0533* NAVD 88     -       277.359  (meters)     909.97   (feet)  ADJUSTED  
 FC0533  ___________________________________________________________________
 FC0533  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0533  DYNAMIC HT  -         277.087 (meters)     909.08  (feet)  COMP
 FC0533  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 FC0533
 FC0533  VERT ORDER  -  SECOND    CLASS 0
 FC0533
 FC0533.The horizontal coordinates were scaled from a topographic map and have
 FC0533.an estimated accuracy of +/- 6 seconds.
 FC0533
 FC0533.The orthometric height was determined by differential leveling
 FC0533.and adjusted by the National Geodetic Survey in June 1991..
 FC0533
 FC0533.The geoid height was determined by GEOID03.
 FC0533
 FC0533.The dynamic height is computed by dividing the NAVD 88
 FC0533.geopotential number by the normal gravity value computed on the
 FC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0533.degrees latitude (g = 980.6199 gals.).
 FC0533
 FC0533.The modeled gravity was interpolated from observed gravity values.
 FC0533
 FC0533;                    North         East    Units  Estimated Accuracy
 FC0533;SPC TN       -   130,110.      725,180.      MT  (+/- 180 meters Scaled)
 FC0533
 FC0533                          SUPERSEDED SURVEY CONTROL
 FC0533
 FC0533  NGVD 29 (??/??/92)  277.428  (m)          910.20   (f) ADJ UNCH    2 0
 FC0533
 FC0533.Superseded values are not recommended for survey control.
 FC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0533.See file dsdata.txt to determine how the superseded data were derived.
 FC0533
 FC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE158308(NAD 83)
 FC0533_MARKER: DR = REFERENCE MARK DISK
 FC0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0533_STAMPING: CLEAGE NO 2 1961
 FC0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0533+STABILITY: SURFACE MOTION
 FC0533
 FC0533  HISTORY     - Date     Condition        Report By
 FC0533  HISTORY     - 1961     MONUMENTED       CGS
 FC0533
 FC0533                          STATION DESCRIPTION
 FC0533
 FC0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0533'4.8 MI NW FROM ATHENS.
 FC0533'THIS MARK IS LOCATED AT THE CLEAGE 1961 STATION SITE, 57.5 FEET
 FC0533'SOUTH OF CLEAGE 1961 STATION, 31 FEET WEST OF THE CENTER OF A
 FC0533'GRAVELED ROAD AND 6 FEET WEST OF A WIRE FENCE.  THE DISK IS SET
 FC0533'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2472 ***********************************************************************
 FE2472  DESIGNATION -  CLEAR
 FE2472  PID         -  FE2472
 FE2472  STATE/COUNTY-  TN/HARDEMAN
 FE2472  USGS QUAD   -  WHITEVILLE (1981)
 FE2472
 FE2472                         *CURRENT SURVEY CONTROL
 FE2472  ___________________________________________________________________
 FE2472* NAD 83(1995)-  35 16 38.29983(N)    089 10 13.58527(W)     ADJUSTED  
 FE2472* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 FE2472  ___________________________________________________________________
 FE2472  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FE2472  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2472
 FE2472  HORZ ORDER  -  THIRD
 FE2472
 FE2472.The horizontal coordinates were established by classical geodetic methods
 FE2472.and adjusted by the National Geodetic Survey in April 1999..
 FE2472
 FE2472.The orthometric height was scaled from a topographic map.
 FE2472
 FE2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2472
 FE2472.The geoid height was determined by GEOID03.
 FE2472
 FE2472;                    North         East     Units Scale Factor Converg.
 FE2472;SPC TN       -   109,405.609   311,607.923   MT  0.99999529   -1 51 22.0
 FE2472;SPC TN       -   358,941.57  1,022,333.66   sFT  0.99999529   -1 51 22.0
 FE2472;UTM  16      - 3,905,955.857   302,598.375   MT  1.00008025   -1 15 14.1
 FE2472
 FE2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2472!SPC TN       -   0.99997736  x   0.99999529  =   0.99997265
 FE2472!UTM  16      -   0.99997736  x   1.00008025  =   1.00005761
 FE2472
 FE2472|---------------------------------------------------------------------|
 FE2472| PID    Reference Object                     Distance      Geod. Az  |
 FE2472|                                                           dddmmss.s |
 FE2472| CG3802 CLEAR RM 1                           21.874 METERS 00714     |
 FE2472| FE2473 35 54 17                              3.092 METERS 14155     |
 FE2472| CG3801 CLEAR AZ MK                                        1804753.0 |
 FE2472| CG3803 CLEAR RM 2                           21.644 METERS 26400     |
 FE2472|---------------------------------------------------------------------|
 FE2472
 FE2472                          SUPERSEDED SURVEY CONTROL
 FE2472
 FE2472  NAD 83(1995)-  35 16 38.30495(N)    089 10 13.58710(W) AD(       ) 3
 FE2472  NAD 83(1995)-  35 16 38.30610(N)    089 10 13.58711(W) AD(       ) 3
 FE2472  NAD 83(1986)-  35 16 38.31176(N)    089 10 13.58556(W) AD(       ) 3
 FE2472  NAD 27      -  35 16 38.01120(N)    089 10 13.34880(W) AD(       ) 3
 FE2472
 FE2472.Superseded values are not recommended for survey control.
 FE2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2472.See file dsdata.txt to determine how the superseded data were derived.
 FE2472
 FE2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0259805956(NAD 83)
 FE2472_MARKER: DS = TRIANGULATION STATION DISK
 FE2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2472
 FE2472  HISTORY     - Date     Condition        Report By
 FE2472  HISTORY     - 1958     MONUMENTED       CGS
 FE2472
 FE2472                          STATION DESCRIPTION
 FE2472
 FE2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2472'THE STATION IS ABOUT 10 MILES WEST OF BOLIVAR, 3 MILES SOUTH OF
 FE2472'WHITEVILLE AND 1 MILE WEST OF CLEAR CREEK ON PROPERTY OWNED BY MR.
 FE2472'JIM HERRON. IT IS 29 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 FE2472'22 FEET NORTH OF THE CENTERLINE OF A FARM ROAD, 49 FEET WEST OF AN
 FE2472'18 INCH OAK TREE AND 7 FEET WEST OF A WHITE WITNESS POST. THE
 FE2472'MONUMENT IS FLUSH AND THE DISK IS STAMPED CLEAR 1958.
 FE2472'
 FE2472'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHITEVILLE, GO
 FE2472'SOUTHWEST ON U.S. HIGHWAY 64 FOR 0.05 MILE TO A PAVED SIDEROAD
 FE2472'LEFT. TURN LEFT AND GO SOUTH AND SOUTHWEST ON THE PAVED ROAD FOR 1.95
 FE2472'MILE TO THE END OF THE PAVEMENT.  CONTINUE SOUTHWEST ON THE
 FE2472'MAIN ROAD FOR 1.45 MILES TO A CROSSROAD (JUST PAST A HOUSE ON THE
 FE2472'RIGHT WITH THREE GABLES).  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD
 FE2472'FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 FE2472'
 FE2472'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE MAIN
 FE2472'GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 FE2472'
 FE2472'REFERENCE MARK 1 IS 20 FEET NORTHEAST OF THE CENTERLINE OF THE
 FE2472'GRAVELED ROAD, 50 FEET SOUTHEAST OF A TELEPHONE POLE AND 6
 FE2472'INCHES WEST OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2472'STAMPED CLEAR NO 1 1958.
 FE2472'
 FE2472'REFERENCE MARK 2 IS 76 FEET WEST OF A WHITE WITNESS POST, 20 FEET
 FE2472'NORTH OF THE CENTERLINE OF A FARM ROAD AND 6 FEET NORTH OF A
 FE2472'WIRE FENCE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FE2472'CLEAR NO 2 1958.
 FE2472'
 FE2472'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2472'ROAD, 6 INCHES WEST OF A WIRE FENCE, 2 FEET NORTH OF A GATE POST
 FE2472'AND 1 FOOT NORTH OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND
 FE2472'THE DISK IS STAMPED CLEAR 1958.
 FE2472'
 FE2472'THE TENNESSEE DIVISION OF GEOLOGY BENCH MARK IS A 3 INCH BRASS DISK
 FE2472'SET IN THE TOP OF A 6X6 INCH CONCRETE POST THAT PROJECTS 3
 FE2472'INCHES AND THE DISK IS STAMPED W.P.A. 35-54-17. IT IS 27 FEET WEST OF
 FE2472'THE CENTERLINE OF THE GRAVELED ROAD, 12 FEET NORTH OF THE CENTERLINE
 FE2472'OF THE FARM ROAD, 19 FEET NORTH OF A WIRE FENCE AND 13 FEET SOUTH OF
 FE2472'A WHITE WITNESS POST.
 FE2472'
 FE2472'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1690 ***********************************************************************
 GC1690  DESIGNATION -  CLEDON
 GC1690  PID         -  GC1690
 GC1690  STATE/COUNTY-  TN/HUMPHREYS
 GC1690  USGS QUAD   -  WAVERLY (1987)
 GC1690
 GC1690                         *CURRENT SURVEY CONTROL
 GC1690  ___________________________________________________________________
 GC1690* NAD 83(1986)-  36 05 14.     (N)    087 48 09.     (W)     SCALED    
 GC1690* NAVD 88     -       154.992  (meters)     508.50   (feet)  ADJUSTED  
 GC1690  ___________________________________________________________________
 GC1690  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1690  DYNAMIC HT  -         154.858 (meters)     508.06  (feet)  COMP
 GC1690  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC1690
 GC1690  VERT ORDER  -  SECOND    CLASS 0
 GC1690
 GC1690.The horizontal coordinates were scaled from a topographic map and have
 GC1690.an estimated accuracy of +/- 6 seconds.
 GC1690
 GC1690.The orthometric height was determined by differential leveling
 GC1690.and adjusted by the National Geodetic Survey in June 1991..
 GC1690
 GC1690.The geoid height was determined by GEOID03.
 GC1690
 GC1690.The dynamic height is computed by dividing the NAVD 88
 GC1690.geopotential number by the normal gravity value computed on the
 GC1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1690.degrees latitude (g = 980.6199 gals.).
 GC1690
 GC1690.The modeled gravity was interpolated from observed gravity values.
 GC1690
 GC1690;                    North         East    Units  Estimated Accuracy
 GC1690;SPC TN       -   196,090.      437,680.      MT  (+/- 180 meters Scaled)
 GC1690
 GC1690                          SUPERSEDED SURVEY CONTROL
 GC1690
 GC1690  NGVD 29 (??/??/??)  155.02   (m)          508.6    (f) RESET       3  
 GC1690
 GC1690.Superseded values are not recommended for survey control.
 GC1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1690.See file dsdata.txt to determine how the superseded data were derived.
 GC1690
 GC1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE277939(NAD 83)
 GC1690_MARKER: DD = SURVEY DISK
 GC1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1690_STAMPING: CLEDON 1961
 GC1690_MARK LOGO: TNHD  
 GC1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1690+STABILITY: SURFACE MOTION
 GC1690
 GC1690  HISTORY     - Date     Condition        Report By
 GC1690  HISTORY     - 1961     MONUMENTED       TNHD
 GC1690  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC1690
 GC1690                          STATION DESCRIPTION
 GC1690
 GC1690'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1690'IN WAVERLY.
 GC1690'FROM THE COURTHOUSE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR
 GC1690'0.3 MILE TO THE INTERSECTION OF CLYDETON ROAD RIGHT.  TURN RIGHT
 GC1690'AND GO NORTH FOR 0.3 MILE TO THE MARK ON THE RIGHT.  THE STATION
 GC1690'IS 50 FEET NORTHWEST OF A DRIVEWAY, 25 FEET NORTHEAST OF THE
 GC1690'CENTERLINE OF CLYDETON ROAD, 19 FEET NORTHWEST OF A 2-INCH
 GC1690'TRIANGLE BLAZED MAPLE TREE AND 2 FEET SOUTHWEST OF A WITNESS
 GC1690'POST.  THE STATION DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC1690'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GC1690
 GC1690                          STATION RECOVERY (1988)
 GC1690
 GC1690'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2613 ***********************************************************************
 GC2613  DESIGNATION -  CLEDON
 GC2613  PID         -  GC2613
 GC2613  STATE/COUNTY-  TN/HUMPHREYS
 GC2613  USGS QUAD   -  WAVERLY (1987)
 GC2613
 GC2613                         *CURRENT SURVEY CONTROL
 GC2613  ___________________________________________________________________
 GC2613* NAD 83(1995)-  36 05 13.76819(N)    087 48 08.68419(W)     ADJUSTED  
 GC2613* NAVD 88     -       155.2    (meters)     509.     (feet)  VERTCON   
 GC2613  ___________________________________________________________________
 GC2613  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GC2613  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC2613
 GC2613  HORZ ORDER  -  SECOND
 GC2613
 GC2613.The horizontal coordinates were established by classical geodetic methods
 GC2613.and adjusted by the National Geodetic Survey in April 1999..
 GC2613
 GC2613.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2613
 GC2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2613
 GC2613.The geoid height was determined by GEOID03.
 GC2613
 GC2613;                    North         East     Units Scale Factor Converg.
 GC2613;SPC TN       -   196,080.748   437,682.846   MT  0.99995813   -1 03 18.7
 GC2613;SPC TN       -   643,308.25  1,435,964.47   sFT  0.99995813   -1 03 18.7
 GC2613;UTM  16      - 3,993,913.569   427,759.421   MT  0.99966430   -0 28 21.6
 GC2613
 GC2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2613!SPC TN       -   0.99998016  x   0.99995813  =   0.99993829
 GC2613!UTM  16      -   0.99998016  x   0.99966430  =   0.99964446
 GC2613
 GC2613|---------------------------------------------------------------------|
 GC2613| PID    Reference Object                     Distance      Geod. Az  |
 GC2613|                                                           dddmmss.s |
 GC2613| GC1692 CLEDON RM 1                          24.630 METERS 11636     |
 GC2613| GC1693 CLEDON AZ MK                                       1355357.0 |
 GC2613| GC2617 WAVERLY MUNICIPAL STANDPIPE         APPROX. 1.3 KM 1544150.7 |
 GC2613| GC1691 CLEDON RM 2                          31.394 METERS 16441     |
 GC2613|---------------------------------------------------------------------|
 GC2613
 GC2613                          SUPERSEDED SURVEY CONTROL
 GC2613
 GC2613  NAD 83(1995)-  36 05 13.77004(N)    087 48 08.68792(W) AD(       ) 2
 GC2613  NAD 83(1995)-  36 05 13.77055(N)    087 48 08.68963(W) AD(       ) 2
 GC2613  NAD 83(1986)-  36 05 13.77792(N)    087 48 08.68656(W) AD(       ) 2
 GC2613  NAD 27      -  36 05 13.56101(N)    087 48 08.59974(W) AD(       ) 2
 GC2613  NGVD 29 (07/19/86)  155.2    (m)          509.     (f) VERT ANG       
 GC2613
 GC2613.Superseded values are not recommended for survey control.
 GC2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2613.See file dsdata.txt to determine how the superseded data were derived.
 GC2613
 GC2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2775993914(NAD 83)
 GC2613_MARKER: DD = SURVEY DISK
 GC2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2613_MARK LOGO: TNHD  
 GC2613
 GC2613  HISTORY     - Date     Condition        Report By
 GC2613  HISTORY     - 1961     MONUMENTED       TNHD
 GC2613  HISTORY     - 1972     GOOD             LOCSUR
 GC2613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC2613
 GC2613                          STATION DESCRIPTION
 GC2613
 GC2613'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2613'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF WAVERLY.
 GC2613'
 GC2613'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE HUMPHREYS
 GC2613'COUNTY COURTHOUSE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 0.3
 GC2613'MILE TO CLYDETON ROAD RIGHT, TURN RIGHT AND GO NORTH ON CLYDETON
 GC2613'ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2613'
 GC2613'THE STATION IS 50 FEET NORTHWEST OF A DRIVEWAY, 25 FEET
 GC2613'NORTHEAST OF THE APPROXIMATE CENTER OF CLYDETON ROAD, 19 FEET
 GC2613'NORTHWEST OF A 20-INCH TRIANGLE BLAZED SUGAR MAPLE TREE AND 2
 GC2613'FEET SOUTHWEST OF A WITNESS POST.  SURFACE AND UNDERGROUND MARKS
 GC2613'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED CLEDON
 GC2613'1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GC2613'SURFACE.  THE SURFACE STATION MARK DISK IS SET IN A 10-INCH
 GC2613'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2613'
 GC2613'REFERENCE MARK NO. 1 IS 49 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC2613'OF CLYDETON ROAD, 30 FEET NORTHEAST OF A 12-INCH TRIANGLE BLAZED
 GC2613'SUGAR MAPLE TREE AND 22 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2613'A DRIVEWAY.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2613'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC2613'DISK IS STAMPED CLEDON RM-1 1961.
 GC2613'
 GC2613'REFERENCE MARK NO. 2 IS 48 FEET EAST OF A POWER POLE, 21 FEET
 GC2613'SOUTHWEST OF THE APPROXIMATE CENTER OF CLYDETON ROAD AND 3 FEET
 GC2613'NORTHWEST OF A 12-INCH TRIANGLE BLAZED SUGAR MAPLE TREE.  THE MARK
 GC2613'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2613'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2613'CLEDON RM-2 1961.
 GC2613'
 GC2613'THE AZIMUTH MARK IS 35 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2613'CLYDETON ROAD, 18 FEET SOUTH OF ENTRANCE TO A BALL PARK, 3 FEET
 GC2613'WEST OF A FENCE, AND 1.6 FEET WEST OF A WITNESS POST.  THE MARK IS
 GC2613'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2613'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CLEDON
 GC2613'AZI 1961.
 GC2613'
 GC2613'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 GC2613'CLYDETON ROAD 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2613'
 GC2613'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GC2613
 GC2613                          STATION RECOVERY (1972)
 GC2613
 GC2613'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2613'CLEDON TRIANGULATION STATION GOOD ADD TO DESCRIPTION 59.2
 GC2613'N.E. TO S.E. COR BRICK HOUSE 12.3 N.W. TO 12 MAPLE TREE.
 GC2613'
 GC2613'REF. MK. NO. 1 NOT FOUND - BELIEVED DESTROYED.
 GC2613'
 GC2613'REF. MK. NO. 2 - GOOD - ADD TO DESCRIPTION 11.75 FT N.W. TO 10 IN
 GC2613'POPLAR TREE.
 GC2613'
 GC2613'AZ. MK. NOT FOUND - BELIEVE DESTROYED BY CONSTRUCTION OF
 GC2613'SHOPPING CENTER.
 GC2613
 GC2613                          STATION RECOVERY (1988)
 GC2613
 GC2613'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC2613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1693 ***********************************************************************
 GC1693  DESIGNATION -  CLEDON AZ MK
 GC1693  PID         -  GC1693
 GC1693  STATE/COUNTY-  TN/HUMPHREYS
 GC1693  USGS QUAD   -  WAVERLY (1987)
 GC1693
 GC1693                         *CURRENT SURVEY CONTROL
 GC1693  ___________________________________________________________________
 GC1693* NAD 83(1986)-  36 05 09.     (N)    087 48 02.     (W)     SCALED    
 GC1693* NAVD 88     -       154.367  (meters)     506.45   (feet)  ADJUSTED  
 GC1693  ___________________________________________________________________
 GC1693  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1693  DYNAMIC HT  -         154.234 (meters)     506.02  (feet)  COMP
 GC1693  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 GC1693
 GC1693  VERT ORDER  -  SECOND    CLASS 0
 GC1693
 GC1693.The horizontal coordinates were scaled from a topographic map and have
 GC1693.an estimated accuracy of +/- 6 seconds.
 GC1693
 GC1693.The orthometric height was determined by differential leveling
 GC1693.and adjusted by the National Geodetic Survey in June 1991..
 GC1693
 GC1693.The geoid height was determined by GEOID03.
 GC1693
 GC1693.The dynamic height is computed by dividing the NAVD 88
 GC1693.geopotential number by the normal gravity value computed on the
 GC1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1693.degrees latitude (g = 980.6199 gals.).
 GC1693
 GC1693.The modeled gravity was interpolated from observed gravity values.
 GC1693
 GC1693;                    North         East    Units  Estimated Accuracy
 GC1693;SPC TN       -   195,930.      437,850.      MT  (+/- 180 meters Scaled)
 GC1693
 GC1693                          SUPERSEDED SURVEY CONTROL
 GC1693
 GC1693  NGVD 29 (??/??/??)  154.42   (m)          506.6    (f) RESET       3  
 GC1693
 GC1693.Superseded values are not recommended for survey control.
 GC1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1693.See file dsdata.txt to determine how the superseded data were derived.
 GC1693
 GC1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE279937(NAD 83)
 GC1693_MARKER: DZ = AZIMUTH MARK DISK
 GC1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1693_STAMPING: CLEDON AZI 1961
 GC1693_MARK LOGO: TNHD  
 GC1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1693+STABILITY: SURFACE MOTION
 GC1693
 GC1693  HISTORY     - Date     Condition        Report By
 GC1693  HISTORY     - 1961     MONUMENTED       TNHD
 GC1693  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC1693
 GC1693                          STATION DESCRIPTION
 GC1693
 GC1693'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1693'IN WAVERLY.
 GC1693'FROM THE COURTHOUSE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR
 GC1693'0.3 MILE TO THE INTERSECTION OF CLYDETON ROAD RIGHT.  TURN RIGHT
 GC1693'AND GO NORTH FOR 0.15 MILE TO THE MARK ON THE RIGHT.  THE MARK IS
 GC1693'35 FEET EAST OF THE CENTERLINE OF CLYDETON ROAD, 18 FEET SOUTH
 GC1693'OF THE ENTRANCE TO A BALL PARK, 3 FEET WEST OF A FENCE AND 1.6
 GC1693'FEET WEST OF A WITNESS POST.  THE DISK IS SET IN TOP OF A 10-INCH
 GC1693'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GC1693
 GC1693                          STATION RECOVERY (1988)
 GC1693
 GC1693'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1692 ***********************************************************************
 GC1692  DESIGNATION -  CLEDON RM 1
 GC1692  PID         -  GC1692
 GC1692  STATE/COUNTY-  TN/HUMPHREYS
 GC1692  USGS QUAD   -  WAVERLY (1987)
 GC1692
 GC1692                         *CURRENT SURVEY CONTROL
 GC1692  ___________________________________________________________________
 GC1692* NAD 83(1986)-  36 05 14.     (N)    087 48 09.     (W)     SCALED    
 GC1692* NAVD 88     -       155.063  (meters)     508.74   (feet)  ADJUSTED  
 GC1692  ___________________________________________________________________
 GC1692  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1692  DYNAMIC HT  -         154.929 (meters)     508.30  (feet)  COMP
 GC1692  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC1692
 GC1692  VERT ORDER  -  SECOND    CLASS 0
 GC1692
 GC1692.The horizontal coordinates were scaled from a topographic map and have
 GC1692.an estimated accuracy of +/- 6 seconds.
 GC1692
 GC1692.The orthometric height was determined by differential leveling
 GC1692.and adjusted by the National Geodetic Survey in June 1991..
 GC1692
 GC1692.The geoid height was determined by GEOID03.
 GC1692
 GC1692.The dynamic height is computed by dividing the NAVD 88
 GC1692.geopotential number by the normal gravity value computed on the
 GC1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1692.degrees latitude (g = 980.6199 gals.).
 GC1692
 GC1692.The modeled gravity was interpolated from observed gravity values.
 GC1692
 GC1692;                    North         East    Units  Estimated Accuracy
 GC1692;SPC TN       -   196,090.      437,680.      MT  (+/- 180 meters Scaled)
 GC1692
 GC1692                          SUPERSEDED SURVEY CONTROL
 GC1692
 GC1692  NGVD 29 (??/??/??)  155.09   (m)          508.8    (f) RESET       3  
 GC1692
 GC1692.Superseded values are not recommended for survey control.
 GC1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1692.See file dsdata.txt to determine how the superseded data were derived.
 GC1692
 GC1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE277939(NAD 83)
 GC1692_MARKER: DR = REFERENCE MARK DISK
 GC1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1692_STAMPING: CLEDON RM-1 1961
 GC1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1692+STABILITY: SURFACE MOTION
 GC1692
 GC1692  HISTORY     - Date     Condition        Report By
 GC1692  HISTORY     - 1961     MONUMENTED       TNHD
 GC1692  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC1692
 GC1692                          STATION DESCRIPTION
 GC1692
 GC1692'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1692'IN WAVERLY.
 GC1692'THIS MARK IS LOCATED AT THE CLEDON 1961 STATION SITE, 49 FEET
 GC1692'NORTHEAST OF THE CENTERLINE OF CLYDETON ROAD, 30 FEET NORTHEAST
 GC1692'OF A 12-INCH TRIANGLE BLAZED SUGAR MAPLE TREE, 22 FEET SOUTHEAST
 GC1692'OF THE CENTERLINE OF A DRIVEWAY AND 103 FEET SOUTH OF THE
 GC1692'STATION.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC1692'MONUMENT FLUSH WITH THE GROUND.
 GC1692
 GC1692                          STATION RECOVERY (1988)
 GC1692
 GC1692'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1691 ***********************************************************************
 GC1691  DESIGNATION -  CLEDON RM 2
 GC1691  PID         -  GC1691
 GC1691  STATE/COUNTY-  TN/HUMPHREYS
 GC1691  USGS QUAD   -  WAVERLY (1987)
 GC1691
 GC1691                         *CURRENT SURVEY CONTROL
 GC1691  ___________________________________________________________________
 GC1691* NAD 83(1986)-  36 05 14.     (N)    087 48 09.     (W)     SCALED    
 GC1691* NAVD 88     -       154.871  (meters)     508.11   (feet)  ADJUSTED  
 GC1691  ___________________________________________________________________
 GC1691  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GC1691  DYNAMIC HT  -         154.737 (meters)     507.67  (feet)  COMP
 GC1691  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC1691
 GC1691  VERT ORDER  -  SECOND    CLASS 0
 GC1691
 GC1691.The horizontal coordinates were scaled from a topographic map and have
 GC1691.an estimated accuracy of +/- 6 seconds.
 GC1691
 GC1691.The orthometric height was determined by differential leveling
 GC1691.and adjusted by the National Geodetic Survey in June 1991..
 GC1691
 GC1691.The geoid height was determined by GEOID03.
 GC1691
 GC1691.The dynamic height is computed by dividing the NAVD 88
 GC1691.geopotential number by the normal gravity value computed on the
 GC1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1691.degrees latitude (g = 980.6199 gals.).
 GC1691
 GC1691.The modeled gravity was interpolated from observed gravity values.
 GC1691
 GC1691;                    North         East    Units  Estimated Accuracy
 GC1691;SPC TN       -   196,090.      437,680.      MT  (+/- 180 meters Scaled)
 GC1691
 GC1691                          SUPERSEDED SURVEY CONTROL
 GC1691
 GC1691  NGVD 29 (??/??/??)  154.90   (m)          508.2    (f) RESET       3  
 GC1691
 GC1691.Superseded values are not recommended for survey control.
 GC1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1691.See file dsdata.txt to determine how the superseded data were derived.
 GC1691
 GC1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE277939(NAD 83)
 GC1691_MARKER: DR = REFERENCE MARK DISK
 GC1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1691_STAMPING: CLEDON RM-2 1961
 GC1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1691+STABILITY: SURFACE MOTION
 GC1691
 GC1691  HISTORY     - Date     Condition        Report By
 GC1691  HISTORY     - 1961     MONUMENTED       TNHD
 GC1691
 GC1691                          STATION DESCRIPTION
 GC1691
 GC1691'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1691'IN WAVERLY.
 GC1691'THIS MARK IS LOCATED AT THE CLEDON 1961 STATION SITE, 48 FEET
 GC1691'EAST OF A POWER POLE, 21 FEET SOUTHWEST OF THE CENTERLINE OF
 GC1691'CLYDETON ROAD, 3 FEET NORTHWEST OF A 12-INCH TRIANGLE BLAZED
 GC1691'SUGAR MAPLE TREE AND 80.8 FEET EAST OF THE STATION.  THE DISK
 GC1691'IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH
 GC1691'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0610 ***********************************************************************
 FC0610  DESIGNATION -  CLEVE
 FC0610  PID         -  FC0610
 FC0610  STATE/COUNTY-  TN/BRADLEY
 FC0610  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0610
 FC0610                         *CURRENT SURVEY CONTROL
 FC0610  ___________________________________________________________________
 FC0610* NAD 83(1995)-  35 11 28.63099(N)    084 53 15.97323(W)     ADJUSTED  
 FC0610* NAVD 88     -       300.764  (meters)     986.76   (feet)  ADJUSTED  
 FC0610  ___________________________________________________________________
 FC0610  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 FC0610  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0610  DYNAMIC HT  -         300.468 (meters)     985.79  (feet)  COMP
 FC0610  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 FC0610
 FC0610  HORZ ORDER  -  SECOND
 FC0610  VERT ORDER  -  SECOND    CLASS 0
 FC0610
 FC0610.The horizontal coordinates were established by classical geodetic methods
 FC0610.and adjusted by the National Geodetic Survey in April 1999..
 FC0610
 FC0610.The orthometric height was determined by differential leveling
 FC0610.and adjusted by the National Geodetic Survey in June 1991..
 FC0610
 FC0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0610
 FC0610.The geoid height was determined by GEOID03.
 FC0610
 FC0610.The dynamic height is computed by dividing the NAVD 88
 FC0610.geopotential number by the normal gravity value computed on the
 FC0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0610.degrees latitude (g = 980.6199 gals.).
 FC0610
 FC0610.The modeled gravity was interpolated from observed gravity values.
 FC0610
 FC0610;                    North         East     Units Scale Factor Converg.
 FC0610;SPC TN       -    95,766.147   701,295.479   MT  1.00001088   +0 39 04.1
 FC0610;SPC TN       -   314,192.77  2,300,833.58   sFT  1.00001088   +0 39 04.1
 FC0610;UTM  16      - 3,896,299.764   692,309.575   MT  1.00005580   +1 13 03.6
 FC0610
 FC0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0610!SPC TN       -   0.99995752  x   1.00001088  =   0.99996840
 FC0610!UTM  16      -   0.99995752  x   1.00005580  =   1.00001332
 FC0610
 FC0610|---------------------------------------------------------------------|
 FC0610| PID    Reference Object                     Distance      Geod. Az  |
 FC0610|                                                           dddmmss.s |
 FC0610| FB1380 CLEVE RM 1                           15.746 METERS 01344     |
 FC0610| FC1798 CLEVELAND RADIO STA WCLE MAST       APPROX. 1.1 KM 0562049.3 |
 FC0610| FC1795 CLEVELAND ATT MAIN MICROWAVE        APPROX. 6.2 KM 0685025.3 |
 FC0610| CZ4758 CLEVE AZ MK                                        1214553.3 |
 FC0610| FB1382 CLEVE RM 2                           20.823 METERS 13324     |
 FC0610| FC1797 CLEVELAND RADIO STA WBAC MAST       APPROX. 2.0 KM 1550029.9 |
 FC0610|---------------------------------------------------------------------|
 FC0610
 FC0610                          SUPERSEDED SURVEY CONTROL
 FC0610
 FC0610  NAD 83(1995)-  35 11 28.63295(N)    084 53 15.97394(W) AD(       ) 2
 FC0610  NAD 83(1995)-  35 11 28.63206(N)    084 53 15.97443(W) AD(       ) 2
 FC0610  NAD 83(1995)-  35 11 28.63239(N)    084 53 15.97314(W) AD(       ) 2
 FC0610  NAD 83(1986)-  35 11 28.63473(N)    084 53 15.97096(W) AD(       ) 2
 FC0610  NAD 27      -  35 11 28.37430(N)    084 53 16.16200(W) AD(       ) 2
 FC0610  NGVD 29 (??/??/92)  300.790  (m)          986.84   (f) ADJ UNCH    2 0
 FC0610
 FC0610.Superseded values are not recommended for survey control.
 FC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0610.See file dsdata.txt to determine how the superseded data were derived.
 FC0610
 FC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9231096300(NAD 83)
 FC0610_MARKER: DE = TRAVERSE STATION DISK
 FC0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0610_STAMPING: CLEVE 1961
 FC0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0610+STABILITY: SURFACE MOTION
 FC0610
 FC0610  HISTORY     - Date     Condition        Report By
 FC0610  HISTORY     - 1961     MONUMENTED       CGS
 FC0610  HISTORY     - 1968     GOOD             CGS
 FC0610  HISTORY     - 1968     GOOD             NGS
 FC0610
 FC0610                          STATION DESCRIPTION
 FC0610
 FC0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0610'THE STATION IS LOCATED ON THE PROPERTY OF MR. J.L. MCGUIRE, ABOUT 2
 FC0610'MILES NORTHWEST OF CLEVELAND AND 0.1 MILE SOUTH OF STATE ROUTE 60.
 FC0610'
 FC0610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0610'ROUTE 60 IN CLEVELAND, GO NORTH ON STATE ROUTE 60 FOR 2.45 MILES
 FC0610'TO A SIDE ROAD ON THE LEFT AT TOP OF HILL, TURN LEFT AND GO 0.15 MILE
 FC0610'TO THE EDGE OF WOODS, A FRAME HOUSE ON THE LEFT AND THE STATION
 FC0610'ON THE RIGHT.
 FC0610'
 FC0610'THE STATION MARK IS 186 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FC0610'HOUSE, 20 FEET EAST OF A WIRE FENCE, 4.4 FEET SOUTH OF A METAL
 FC0610'WITNESS POST AND ON THE SOUTHWEST SLOPE OF HILL. IT IS A STANDARD
 FC0610'TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 FC0610'INCHES AND IS STAMPED CLEVE 1961.
 FC0610'
 FC0610'REFERENCE MARK NO. 1 IS 48 FEET NORTHEAST OF A METAL WITNESS POST, 10
 FC0610'FEET EAST OF A WIRE FENCE AND ABOUT 3 FEET HIGHER THAN THE STATION
 FC0610'MARK. IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT WHICH
 FC0610'PROJECTS 6 INCHES AND IS STAMPED CLEVE NO 1 1961.
 FC0610'
 FC0610'REFERENCE MARK NO. 2 IS 117 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FC0610'HOUSE AND 17 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD.
 FC0610'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT WHICH
 FC0610'PROJECTS 3 INCHES AND IS STAMPED CLEVE NO 2 1961.
 FC0610'
 FC0610'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION. CLEVELAND, WCLE
 FC0610'RADIO CORP. MAST WILL SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FC0610'THEREOF.
 FC0610'
 FC0610'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FC0610
 FC0610                          STATION RECOVERY (1968)
 FC0610
 FC0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC0610'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC0610'RECOVERED AND FOUND IN EXCELLENT CONDITION. IT WAS FEARED THAT
 FC0610'THIS STATION WOULD BE DESTROYED BY THE CONSTRUCTION OF A LARGE MOTEL
 FC0610'BY JAFCO, INC. WHEN GRADES WERE DETERMINED, THE SITE OF THE MOTEL
 FC0610'HAD TO BE BROUGHT DOWN THE HILL TO A LOWER ELEVATION, AND THIS
 FC0610'STATION WILL IN NO WAY BE ENDANGERED. THIS STATION DID NOT HAVE
 FC0610'AN AZIMUTH MARK SET WHEN FIRST ESTABLISHED, THEREFORE, AN AZIMUTH
 FC0610'MARK WAS ESTABLISHED THIS DATE. THE STATION WAS OCCUPIED AND ALL
 FC0610'HORIZONTAL ANGLES OBSERVED FOR THE MARKS USING CLEVELAND, RADIO
 FC0610'STATION WCLE MAST AS AN INITIAL. WHEN THE HORIZONTAL DISTANCE
 FC0610'MEASUREMENTS BETWEEN THE STATION AND THE REFERENCE MARKS WERE
 FC0610'CHECKED, A DISCREPANCY OF MINUS 0.02 OF A FOOT WAS NOTED ON BOTH
 FC0610'MARKS.
 FC0610'
 FC0610'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0610'
 FC0610'THE STATION IS NOW LOCATED ON THE PROPERTY OF JAFCO, INC. ABOUT 2
 FC0610'MILES NORTHWEST OF DOWNTOWN CLEVELAND AND ABOUT 0.15 OF A MILE
 FC0610'SOUTHEAST OF THE STATE ROUTE 60 AND INTERSTATE ROUTE 75 INTERCHANGE.
 FC0610'
 FC0610'TO REACH THE STATION FROM THE STATE ROUTE 60 AND INTERSTATE ROUTE 75
 FC0610'INTERCHANGE NORTHWEST OF CLEVELAND, GO SOUTHEASTERLY ON
 FC0610'STATE ROUTE 60 FOR 0.15 MILE TO A CROSSROAD, AND LARGE MOTEL IN THE
 FC0610'NORTHEAST ANGLE. HERE TURN RIGHT TO AN ACCESS ROAD ON THE RIGHT
 FC0610'ALONG THE INSIDE OF THE RIGHT-OF-WAY FENCE. HERE TURN RIGHT ON THIS
 FC0610'ACCESS ROAD AND GO NORTHWESTERLY UP A STEEP HILL FOR 0.1 MILE TO A
 FC0610'TRACK ROAD LEFT, TURN LEFT ON THIS TRACK AND GRADED ROAD AND GO
 FC0610'NORTHWESTERLY FOR 0.1 OF A MILE TO THE TOP OF THE HILL AND THE
 FC0610'STATION ON THE RIGHT.
 FC0610'
 FC0610'THE STATION IS 46 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 FC0610'THE GRADED ROAD, 31 FEET NORTHWEST OF A 10-INCH BLACK OAK TREE,
 FC0610'21 FEET NORTHEAST OF A 20-INCH CHESTNUT OAK TREE, 4.3 FEET
 FC0610'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND 0.7 OF A
 FC0610'FOOT NORTHWEST OF AN OLD POST AND SIGN. IT IS A STANDARD DISK SET IN
 FC0610'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FC0610'3 INCHES AND THE DISK IS STAMPED CLEVE 1961.
 FC0610'
 FC0610'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL ABOUT 3.5 FEET
 FC0610'ABOVE THE ELEVATION OF THE STATION, 88 FEET NORTH-NORTHWEST OF
 FC0610'THE APPROXIMATE CENTER OF THE GRADED ROAD, 21 FEET SOUTHEAST OF A
 FC0610'20-INCH WHITE OAK TREE, AND 0.9 OF A FOOT EAST-SOUTHEAST OF A
 FC0610'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FC0610'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 FC0610'THE DISK IS STAMPED CLEVE NO 1 1961.
 FC0610'
 FC0610'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL ABOUT 1
 FC0610'FOOT BELOW THE ELEVATION OF THE STATION, 15 FEET SOUTH OF THE
 FC0610'APPROXIMATE CENTER OF THE GRADED ROAD, 10 FEET EAST-NORTHEAST OF A
 FC0610'14-INCH WHITE OAK TREE, AND 0.9 OF A FOOT WEST-NORTHWEST OF A
 FC0610'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FC0610'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 FC0610'AND THE DISK IS STAMPED CLEVE NO 2 1961.
 FC0610'
 FC0610'DUE TO BRUSH AND TREES ON LINE BETWEEN THE REFERENCE MARKS, NO EFFORT
 FC0610'WAS MADE TO MEASURE BETWEEN THEM.
 FC0610'
 FC0610'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTHEAST EDGE OF A GRAVELED
 FC0610'ROAD IN A LARGE OUTCROPPING LIMESTONE BEDROCK ABOUT 0.45 OF A
 FC0610'MILE EAST-SOUTHEAST OF THE STATION. IT IS 66 FEET SOUTH OF THE
 FC0610'APPROXIMATE INTERSECTION OF GRAVELED ROADS, 43 FEET
 FC0610'SOUTH-SOUTHEAST OF A FENCE CORNER POST, 18 FEET SOUTHEAST OF THE
 FC0610'APPROXIMATE CENTER OF A GRAVELED ROAD, ABOUT 4 FEET ABOVE THE
 FC0610'LEVEL OF THE ROAD, AND 1.9 FEET WEST OF A METAL WITNESS POST AND
 FC0610'SIGN. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FC0610'OUTCROPPING BEDROCK AND THE DISK IS STAMPED CLEVE 1968.
 FC0610'
 FC0610'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON A
 FC0610'GRADED ROAD FOR 0.1 OF A MILE TO A T CROSSROAD AND GUARDRAIL
 FC0610'ALONG THE STATE ROUTE 60 RIGHT-OF-WAY FENCE. HERE TURN RIGHT AND GO
 FC0610'SOUTHEASTERLY ON THE ACCESS ROAD ALONG THE INSIDE OF THE
 FC0610'RIGHT-OF-WAY FENCE FOR 0.1 OF A MILE TO A PAVED STREET, TURN LEFT AND
 FC0610'GO 0.05 OF A MILE NORTHEAST TO STATE ROUTE 60. HERE TURN RIGHT AND
 FC0610'GO SOUTHEAST ON STATE ROUTE 60 FOR 0.1 OF A MILE TO AN OILED ROAD
 FC0610'RIGHT, TURN RIGHT ON THIS OILED ROAD AND GO SOUTHWESTERLY FOR
 FC0610'0.1 OF A MILE TO A GRAVELED T CROSSROAD. HERE TURN LEFT ON THE
 FC0610'GRAVELED ROAD AND GO SOUTHEASTERLY FOR 0.15 OF A MILE TO A GRAVELED
 FC0610'T CROSSROAD AND THE MARK IN ROCK OUTCROP.
 FC0610'
 FC0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2 MILES
 FC0610'NORTHWEST OF CLEVELAND.
 FC0610
 FC0610                          STATION RECOVERY (1968)
 FC0610
 FC0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0610'2 MI NW FROM CLEVELAND.
 FC0610'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FC0610'IS AT THE CLEVE 1961 TRAVERSE STATION SITE ON THE PROPERTY OF
 FC0610'JAFCO, INC. ABOUT 2 MILES NORTHWEST OF DOWNTOWN CLEVELAND AND
 FC0610'ABOUT 0.15 OF A MILE SOUTHEAST OF THE STATE ROUTE 60 AND INTERSTATE
 FC0610'ROUTE 75 INTERCHANGE.  TO REACH THE MARK FROM THIS INTERCHANGE,
 FC0610'GO SOUTHEASTERLY ON STATE ROUTE 60 FOR 0.15 MILE TO A CROSSROAD,
 FC0610'AND LARGE MOTEL IN THE NORTHEAST ANGLE.  HERE TURN RIGHT ON AN
 FC0610'ACCESS ROAD AND GO NORTHWESTERLY UP A STEEP HILL FOR 0.1 MILE TO
 FC0610'A TRACK ROAD LEFT, KEEP LEFT ON THIS TRACK AND GRADED ROAD AND
 FC0610'GO NORTHWESTERLY FOR 0.1 OF A MILE TO THE TOP OF THE HILL AND THE
 FC0610'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS 68.32 FEET NORTHWEST
 FC0610'OF REFERENCE MARK NO. 2, 51.66 FEET SOUTH OF REFERENCE MARK NO. 1,
 FC0610'46 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE GRADED
 FC0610'ROAD, 31 FEET NORTHWEST OF A 10-INCH BLACK OAK TREE, 21 FEET
 FC0610'NORTHEAST OF A 20-INCH CHESTNUT OAK TREE, AND 4.3 FEET
 FC0610'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC0610'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A 10-INCH,
 FC0610'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 FC0610'STAMPED CLEVE 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1381 ***********************************************************************
 FB1381  DESIGNATION -  CLEVE
 FB1381  PID         -  FB1381
 FB1381  STATE/COUNTY-  TN/COCKE
 FB1381  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1381
 FB1381                         *CURRENT SURVEY CONTROL
 FB1381  ___________________________________________________________________
 FB1381* NAD 83(1995)-  35 58 10.00378(N)    083 15 41.76306(W)     ADJUSTED  
 FB1381* NAVD 88     -       404.006  (meters)    1325.48   (feet)  ADJUSTED  
 FB1381  ___________________________________________________________________
 FB1381  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FB1381  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FB1381  DYNAMIC HT  -         403.627 (meters)    1324.23  (feet)  COMP
 FB1381  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB1381
 FB1381  HORZ ORDER  -  SECOND
 FB1381  VERT ORDER  -  SECOND    CLASS 0
 FB1381
 FB1381.The horizontal coordinates were established by classical geodetic methods
 FB1381.and adjusted by the National Geodetic Survey in April 1999..
 FB1381
 FB1381.The orthometric height was determined by differential leveling
 FB1381.and adjusted by the National Geodetic Survey in June 1991..
 FB1381
 FB1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1381
 FB1381.The geoid height was determined by GEOID03.
 FB1381
 FB1381.The dynamic height is computed by dividing the NAVD 88
 FB1381.geopotential number by the normal gravity value computed on the
 FB1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1381.degrees latitude (g = 980.6199 gals.).
 FB1381
 FB1381.The modeled gravity was interpolated from observed gravity values.
 FB1381
 FB1381;                    North         East     Units Scale Factor Converg.
 FB1381;SPC TN       -   184,980.513   846,955.088   MT  0.99995118   +1 36 11.4
 FB1381;SPC TN       -   606,890.23  2,778,718.48   sFT  0.99995118   +1 36 11.4
 FB1381;UTM  17      - 3,982,924.194   296,072.132   MT  1.00011245   -1 19 43.7
 FB1381
 FB1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1381!SPC TN       -   0.99994143  x   0.99995118  =   0.99989261
 FB1381!UTM  17      -   0.99994143  x   1.00011245  =   1.00005387
 FB1381
 FB1381|---------------------------------------------------------------------|
 FB1381| PID    Reference Object                     Distance      Geod. Az  |
 FB1381|                                                           dddmmss.s |
 FB1381| FB1380 CLEVE RM 1                            8.418 METERS 07854     |
 FB1381| CZ4757 CLEVE AZ MK                                        0922139.2 |
 FB1381| FB1382 CLEVE RM 2                            9.161 METERS 26216     |
 FB1381|---------------------------------------------------------------------|
 FB1381
 FB1381                          SUPERSEDED SURVEY CONTROL
 FB1381
 FB1381  NAD 83(1995)-  35 58 10.00914(N)    083 15 41.76680(W) AD(       ) 2
 FB1381  NAD 83(1986)-  35 58 10.01398(N)    083 15 41.76596(W) AD(       ) 2
 FB1381  NAD 27      -  35 58 09.66960(N)    083 15 42.18610(W) AD(       ) 2
 FB1381  NGVD 29 (??/??/92)  404.166  (m)         1326.00   (f) ADJ UNCH    2 0
 FB1381
 FB1381.Superseded values are not recommended for survey control.
 FB1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1381.See file dsdata.txt to determine how the superseded data were derived.
 FB1381
 FB1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9607282924(NAD 83)
 FB1381_MARKER: DE = TRAVERSE STATION DISK
 FB1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1381_STAMPING: CLEVE 1961
 FB1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1381+STABILITY: SURFACE MOTION
 FB1381
 FB1381  HISTORY     - Date     Condition        Report By
 FB1381  HISTORY     - 1961     MONUMENTED       CGS
 FB1381  HISTORY     - 1961     GOOD             CGS
 FB1381
 FB1381                          STATION DESCRIPTION
 FB1381
 FB1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB1381'THE STATION IS LOCATED ABOUT 4 MILES WEST OF NEWPORT AT THE JUNCTION
 FB1381'OF THE INTERSTATE HIGHWAY AND U. S. HIGHWAY 70.
 FB1381'
 FB1381'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND U. S.
 FB1381'HIGHWAY 411, ABOUT 4 MILES WEST OF NEWPORT, GO EAST ON U. S.
 FB1381'HIGHWAY 70 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 FB1381'
 FB1381'STATION MARK IS 35 FEET NORTH OF A HIGHWAY CUT, 2.5 FEET SOUTHWEST OF
 FB1381'A WITNESS SIGN AND 1.6 FEET SOUTH OF A WIRE FENCE. THE MARK IS
 FB1381'A STANDARD TRAVERSE DISK, FLUSH AND IS STAMPED CLEVE 1961.
 FB1381'
 FB1381'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF A HIGHWAY CUT AND 1 FOOT
 FB1381'SOUTH OF A WIRE FENCE.  THE MARK IS A STANDARD DISK, FLUSH AND IS
 FB1381'STAMPED CLEVE NO 1 1961.
 FB1381'
 FB1381'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF A HIGHWAY CUT AND 1 FOOT
 FB1381'SOUTH OF A WIRE FENCE. THE MARK IS A STANDARD DISK, FLUSH AND IS
 FB1381'STAMPED CLEVE NO 2 1961.
 FB1381'
 FB1381'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLL IN THE EAST
 FB1381'END ON THE SOUTH SIDE OF A BRIDGE IN THE SIDE WALK, FLUSH AND
 FB1381'IS STAMPED CLEVE 1961.
 FB1381'
 FB1381'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U. S. HIGHWAY
 FB1381'70 FOR 0.55 MILE TO AN ACCESS ROAD TO THE INTERSTATE
 FB1381'HIGHWAY, TURN RIGHT, ON ACCESS ROAD AND GO 0.15 MILE TO A CONCRETE
 FB1381'BRIDGE ON THE LEFT AND AZIMUTH MARK.
 FB1381'
 FB1381'HEIGHT OF LIGHT ABOVE STATION MARK 1.78 METERS.
 FB1381
 FB1381                          STATION RECOVERY (1961)
 FB1381
 FB1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FB1381'5 MI W FROM NEWPORT.
 FB1381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70, AND
 FB1381'U.S. HIGHWAY 411, ABOUT 5 MILES WEST OF NEWPORT, GO EAST ON U.S.
 FB1381'HIGHWAY 70 FOR 0.1 MILE TO THE STATION ON THE LEFT ON THE CREST
 FB1381'OF A CUT.  THE STATION MARK IS 35 FT. NORTH OF THE HIGHWAY CUT,
 FB1381'2.5 FT. SOUTHWEST OF A WITNESS SIGN, AND 1.6 FT. SOUTH OF A WIRE
 FB1381'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FB1381'THE GROUND AND IS ABOUT 40 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0611 ***********************************************************************
 FC0611  DESIGNATION -  CLEVE RM 1
 FC0611  PID         -  FC0611
 FC0611  STATE/COUNTY-  TN/BRADLEY
 FC0611  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0611
 FC0611                         *CURRENT SURVEY CONTROL
 FC0611  ___________________________________________________________________
 FC0611* NAD 83(1986)-  35 11 28.     (N)    084 53 16.     (W)     SCALED    
 FC0611* NAVD 88     -       301.860  (meters)     990.35   (feet)  ADJUSTED  
 FC0611  ___________________________________________________________________
 FC0611  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0611  DYNAMIC HT  -         301.563 (meters)     989.38  (feet)  COMP
 FC0611  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 FC0611
 FC0611  VERT ORDER  -  SECOND    CLASS 0
 FC0611
 FC0611.The horizontal coordinates were scaled from a topographic map and have
 FC0611.an estimated accuracy of +/- 6 seconds.
 FC0611
 FC0611.The orthometric height was determined by differential leveling
 FC0611.and adjusted by the National Geodetic Survey in June 1991..
 FC0611
 FC0611.The geoid height was determined by GEOID03.
 FC0611
 FC0611.The dynamic height is computed by dividing the NAVD 88
 FC0611.geopotential number by the normal gravity value computed on the
 FC0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0611.degrees latitude (g = 980.6199 gals.).
 FC0611
 FC0611.The modeled gravity was interpolated from observed gravity values.
 FC0611
 FC0611;                    North         East    Units  Estimated Accuracy
 FC0611;SPC TN       -    95,750.      701,300.      MT  (+/- 180 meters Scaled)
 FC0611
 FC0611                          SUPERSEDED SURVEY CONTROL
 FC0611
 FC0611  NGVD 29 (??/??/92)  301.886  (m)          990.44   (f) ADJ UNCH    2 0
 FC0611
 FC0611.Superseded values are not recommended for survey control.
 FC0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0611.See file dsdata.txt to determine how the superseded data were derived.
 FC0611
 FC0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD923962(NAD 83)
 FC0611_MARKER: DR = REFERENCE MARK DISK
 FC0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0611_STAMPING: CLEVE NO 1 1961
 FC0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0611+STABILITY: SURFACE MOTION
 FC0611
 FC0611  HISTORY     - Date     Condition        Report By
 FC0611  HISTORY     - 1961     MONUMENTED       CGS
 FC0611  HISTORY     - 1968     GOOD             NGS
 FC0611
 FC0611                          STATION DESCRIPTION
 FC0611
 FC0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0611'2 MI NW FROM CLEVELAND.
 FC0611'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 FC0611'LOCATED AT THE CLEVE 1961 TRAVERSE STATION SITE, ON THE SOUTH
 FC0611'SLOPE OF THE HILL ABOUT 3.5 FEET ABOVE THE ELEVATION OF THE
 FC0611'STATION, 88 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FC0611'GRADED ROAD, 51.66 FEET NORTH OF THE STATION MARK, 21 FEET
 FC0611'SOUTHEAST OF A 20-INCH WHITE OAK TREE, AND 0.9 OF A FOOT
 FC0611'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC0611'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FC0611'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FC0611'CLEVE NO 1 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1380 ***********************************************************************
 FB1380  DESIGNATION -  CLEVE RM 1
 FB1380  PID         -  FB1380
 FB1380  STATE/COUNTY-  TN/COCKE
 FB1380  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1380
 FB1380                         *CURRENT SURVEY CONTROL
 FB1380  ___________________________________________________________________
 FB1380* NAD 83(1986)-  35 58 09.     (N)    083 15 42.     (W)     SCALED    
 FB1380* NAVD 88     -       404.004  (meters)    1325.47   (feet)  ADJUSTED  
 FB1380  ___________________________________________________________________
 FB1380  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1380  DYNAMIC HT  -         403.624 (meters)    1324.22  (feet)  COMP
 FB1380  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB1380
 FB1380  VERT ORDER  -  SECOND    CLASS 0
 FB1380
 FB1380.The horizontal coordinates were scaled from a topographic map and have
 FB1380.an estimated accuracy of +/- 6 seconds.
 FB1380
 FB1380.The orthometric height was determined by differential leveling
 FB1380.and adjusted by the National Geodetic Survey in June 1991..
 FB1380
 FB1380.The geoid height was determined by GEOID03.
 FB1380
 FB1380.The dynamic height is computed by dividing the NAVD 88
 FB1380.geopotential number by the normal gravity value computed on the
 FB1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1380.degrees latitude (g = 980.6199 gals.).
 FB1380
 FB1380.The modeled gravity was interpolated from observed gravity values.
 FB1380
 FB1380;                    North         East    Units  Estimated Accuracy
 FB1380;SPC TN       -   184,950.      846,950.      MT  (+/- 180 meters Scaled)
 FB1380
 FB1380                          SUPERSEDED SURVEY CONTROL
 FB1380
 FB1380  NGVD 29 (??/??/92)  404.164  (m)         1325.99   (f) ADJ UNCH    2 0
 FB1380
 FB1380.Superseded values are not recommended for survey control.
 FB1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1380.See file dsdata.txt to determine how the superseded data were derived.
 FB1380
 FB1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV960828(NAD 83)
 FB1380_MARKER: DR = REFERENCE MARK DISK
 FB1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1380_STAMPING: CLEVE NO 1 1961
 FB1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1380+STABILITY: SURFACE MOTION
 FB1380
 FB1380  HISTORY     - Date     Condition        Report By
 FB1380  HISTORY     - 1961     MONUMENTED       CGS
 FB1380
 FB1380                          STATION DESCRIPTION
 FB1380
 FB1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1380'5 MI W FROM NEWPORT.
 FB1380'THIS MARK IS LOCATED AT THE CLEVE 1961 STATION SITE, 27.6 FT.
 FB1380'EAST OF THE STATION MARK, 37 FT. NORTH OF A HIGHWAY CUT, AND
 FB1380'1 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FB1380'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0609 ***********************************************************************
 FC0609  DESIGNATION -  CLEVE RM 2
 FC0609  PID         -  FC0609
 FC0609  STATE/COUNTY-  TN/BRADLEY
 FC0609  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0609
 FC0609                         *CURRENT SURVEY CONTROL
 FC0609  ___________________________________________________________________
 FC0609* NAD 83(1986)-  35 11 28.     (N)    084 53 16.     (W)     SCALED    
 FC0609* NAVD 88     -       300.492  (meters)     985.86   (feet)  ADJUSTED  
 FC0609  ___________________________________________________________________
 FC0609  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0609  DYNAMIC HT  -         300.196 (meters)     984.89  (feet)  COMP
 FC0609  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 FC0609
 FC0609  VERT ORDER  -  SECOND    CLASS 0
 FC0609
 FC0609.The horizontal coordinates were scaled from a topographic map and have
 FC0609.an estimated accuracy of +/- 6 seconds.
 FC0609
 FC0609.The orthometric height was determined by differential leveling
 FC0609.and adjusted by the National Geodetic Survey in June 1991..
 FC0609
 FC0609.The geoid height was determined by GEOID03.
 FC0609
 FC0609.The dynamic height is computed by dividing the NAVD 88
 FC0609.geopotential number by the normal gravity value computed on the
 FC0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0609.degrees latitude (g = 980.6199 gals.).
 FC0609
 FC0609.The modeled gravity was interpolated from observed gravity values.
 FC0609
 FC0609;                    North         East    Units  Estimated Accuracy
 FC0609;SPC TN       -    95,750.      701,300.      MT  (+/- 180 meters Scaled)
 FC0609
 FC0609                          SUPERSEDED SURVEY CONTROL
 FC0609
 FC0609  NGVD 29 (??/??/92)  300.518  (m)          985.95   (f) ADJ UNCH    2 0
 FC0609
 FC0609.Superseded values are not recommended for survey control.
 FC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0609.See file dsdata.txt to determine how the superseded data were derived.
 FC0609
 FC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD923962(NAD 83)
 FC0609_MARKER: DR = REFERENCE MARK DISK
 FC0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0609_STAMPING: CLEVE NO 2 1961
 FC0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0609+STABILITY: SURFACE MOTION
 FC0609
 FC0609  HISTORY     - Date     Condition        Report By
 FC0609  HISTORY     - 1961     MONUMENTED       CGS
 FC0609  HISTORY     - 1968     GOOD             NGS
 FC0609
 FC0609                          STATION DESCRIPTION
 FC0609
 FC0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0609'2 MI NW FROM CLEVELAND.
 FC0609'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 FC0609'LOCATED AT THE CLEVE 1961 TRAVERSE STATION SITE, ON THE SOUTHEAST
 FC0609'SLOPE OF THE HILL ABOUT 1 FOOT BELOW THE ELEVATION OF THE
 FC0609'STATION, 68.32 FEET SOUTHEAST OF THE STATION MARK, 15 FEET SOUTH
 FC0609'OF THE APPROXIMATE CENTER OF THE GRADED ROAD, 10 FEET EAST-NORTHEAST
 FC0609'OF A 14-INCH WHITE OAK TREE, AND 0.9 OF A FOOT WEST-NORTHWEST OF
 FC0609'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK
 FC0609'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FC0609'PROJECTS 3 INCHES AND THE DISK IS STAMPED CLEVE NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1382 ***********************************************************************
 FB1382  DESIGNATION -  CLEVE RM 2
 FB1382  PID         -  FB1382
 FB1382  STATE/COUNTY-  TN/COCKE
 FB1382  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1382
 FB1382                         *CURRENT SURVEY CONTROL
 FB1382  ___________________________________________________________________
 FB1382* NAD 83(1986)-  35 58 09.     (N)    083 15 42.     (W)     SCALED    
 FB1382* NAVD 88     -       403.944  (meters)    1325.27   (feet)  ADJUSTED  
 FB1382  ___________________________________________________________________
 FB1382  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1382  DYNAMIC HT  -         403.564 (meters)    1324.03  (feet)  COMP
 FB1382  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB1382
 FB1382  VERT ORDER  -  SECOND    CLASS 0
 FB1382
 FB1382.The horizontal coordinates were scaled from a topographic map and have
 FB1382.an estimated accuracy of +/- 6 seconds.
 FB1382
 FB1382.The orthometric height was determined by differential leveling
 FB1382.and adjusted by the National Geodetic Survey in June 1991..
 FB1382
 FB1382.The geoid height was determined by GEOID03.
 FB1382
 FB1382.The dynamic height is computed by dividing the NAVD 88
 FB1382.geopotential number by the normal gravity value computed on the
 FB1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1382.degrees latitude (g = 980.6199 gals.).
 FB1382
 FB1382.The modeled gravity was interpolated from observed gravity values.
 FB1382
 FB1382;                    North         East    Units  Estimated Accuracy
 FB1382;SPC TN       -   184,950.      846,950.      MT  (+/- 180 meters Scaled)
 FB1382
 FB1382                          SUPERSEDED SURVEY CONTROL
 FB1382
 FB1382  NGVD 29 (??/??/92)  404.104  (m)         1325.80   (f) ADJ UNCH    2 0
 FB1382
 FB1382.Superseded values are not recommended for survey control.
 FB1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1382.See file dsdata.txt to determine how the superseded data were derived.
 FB1382
 FB1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV960828(NAD 83)
 FB1382_MARKER: DR = REFERENCE MARK DISK
 FB1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1382_SP_SET: SQUARE CONCRETE MONUMENT
 FB1382_STAMPING: CLEVE NO 2 1961
 FB1382_MARK LOGO: CGS   
 FB1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1382+STABILITY: SURFACE MOTION
 FB1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1382+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988
 FB1382
 FB1382  HISTORY     - Date     Condition        Report By
 FB1382  HISTORY     - 1961     MONUMENTED       CGS
 FB1382  HISTORY     - 19881104 GOOD             TNDT
 FB1382
 FB1382                          STATION DESCRIPTION
 FB1382
 FB1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1382'5 MI W FROM NEWPORT.
 FB1382'THIS MARK IS LOCATED AT THE CLEVE 1961 STATION SITE, 30 FT. WEST
 FB1382'OF THE STATION MARK, 37 FT. NORTH OF A HIGHWAY CUT AND 1 FT.
 FB1382'SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FB1382'POST FLUSH WITH THE GROUND.
 FB1382
 FB1382                          STATION RECOVERY (1988)
 FB1382
 FB1382'RECOVERY NOTE BY TN DEPT OF TRANSP 1988
 FB1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0463 ***********************************************************************
 FC0463  DESIGNATION -  CLEVELAND
 FC0463  PID         -  FC0463
 FC0463  STATE/COUNTY-  TN/BRADLEY
 FC0463  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0463
 FC0463                         *CURRENT SURVEY CONTROL
 FC0463  ___________________________________________________________________
 FC0463* NAD 83(1995)-  35 09 07.60963(N)    084 53 03.45603(W)     ADJUSTED  
 FC0463* NAVD 88     -       301.633  (meters)     989.61   (feet)  ADJUSTED  
 FC0463  ___________________________________________________________________
 FC0463  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 FC0463  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0463  DYNAMIC HT  -         301.335 (meters)     988.63  (feet)  COMP
 FC0463  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FC0463
 FC0463  HORZ ORDER  -  THIRD
 FC0463  VERT ORDER  -  FIRST     CLASS I
 FC0463
 FC0463.The horizontal coordinates were established by classical geodetic methods
 FC0463.and adjusted by the National Geodetic Survey in April 1999..
 FC0463
 FC0463.The orthometric height was determined by differential leveling
 FC0463.and adjusted by the National Geodetic Survey in June 1991..
 FC0463
 FC0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0463
 FC0463.The geoid height was determined by GEOID03.
 FC0463
 FC0463.The dynamic height is computed by dividing the NAVD 88
 FC0463.geopotential number by the normal gravity value computed on the
 FC0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0463.degrees latitude (g = 980.6199 gals.).
 FC0463
 FC0463.The modeled gravity was interpolated from observed gravity values.
 FC0463
 FC0463;                    North         East     Units Scale Factor Converg.
 FC0463;SPC TN       -    91,424.016   701,661.675   MT  1.00001872   +0 39 11.4
 FC0463;SPC TN       -   299,946.96  2,302,035.01   sFT  1.00001872   +0 39 11.4
 FC0463;UTM  16      - 3,891,961.279   692,718.657   MT  1.00005774   +1 13 06.6
 FC0463
 FC0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0463!SPC TN       -   0.99995737  x   1.00001872  =   0.99997609
 FC0463!UTM  16      -   0.99995737  x   1.00005774  =   1.00001511
 FC0463
 FC0463:                Primary Azimuth Mark                     Grid Az
 FC0463:SPC TN       -  CLEVELAND AZ MK                          018 56 40.2
 FC0463:UTM  16      -  CLEVELAND AZ MK                          018 22 45.0
 FC0463
 FC0463|---------------------------------------------------------------------|
 FC0463| PID    Reference Object                     Distance      Geod. Az  |
 FC0463|                                                           dddmmss.s |
 FC0463| CZ4759 CLEVELAND AZ MK                                    0193551.6 |
 FC0463| FC0462 CLEVELAND RM 1                       18.434 METERS 11732     |
 FC0463| FC0464 CLEVELAND RM 2                       21.840 METERS 21900     |
 FC0463| FC1841 BUNCOMBE                            APPROX.12.7 KM 2683401.6 |
 FC0463|---------------------------------------------------------------------|
 FC0463
 FC0463                          SUPERSEDED SURVEY CONTROL
 FC0463
 FC0463  NAD 83(1995)-  35 09 07.60963(N)    084 53 03.45602(W) AD(       ) 3
 FC0463  NAD 83(1995)-  35 09 07.61167(N)    084 53 03.45901(W) AD(       ) 3
 FC0463  NAD 83(1995)-  35 09 07.61167(N)    084 53 03.45901(W) AD(       ) 3
 FC0463  NAD 83(1986)-  35 09 07.61309(N)    084 53 03.44978(W) AD(       ) 3
 FC0463  NAD 27      -  35 09 07.34400(N)    084 53 03.64300(W) AD(       ) 3
 FC0463  NGVD 29 (07/19/86)  301.64   (m)          989.6    (f) LEVELING    3  
 FC0463
 FC0463.Superseded values are not recommended for survey control.
 FC0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0463.See file dsdata.txt to determine how the superseded data were derived.
 FC0463
 FC0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9271991961(NAD 83)
 FC0463_MARKER: DS = TRIANGULATION STATION DISK
 FC0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0463_STAMPING: CLEVELAND 1934
 FC0463_MARK LOGO: CGS   
 FC0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0463+STABILITY: SURFACE MOTION
 FC0463
 FC0463  HISTORY     - Date     Condition        Report By
 FC0463  HISTORY     - 1934     MONUMENTED       CGS
 FC0463  HISTORY     - 1937     SEE DESCRIPTION  LOCENG
 FC0463  HISTORY     - 1949     GOOD             TVA
 FC0463  HISTORY     - 1968     GOOD             CGS
 FC0463  HISTORY     - 1968     GOOD             NGS
 FC0463  HISTORY     - 1973     GOOD             NGS
 FC0463  HISTORY     - 1973     GOOD             NGS
 FC0463  HISTORY     - 1983     GOOD             NGS
 FC0463
 FC0463                          STATION DESCRIPTION
 FC0463
 FC0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC0463'ABOUT 0.5 MILE SOUTHWEST OF CLEVELAND, ON HIGHEST POINT OF FORT HILL
 FC0463'CEMETERY, 13.7 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF SHIELDS
 FC0463'VAULT, 7.8 FEET EAST OF ROAD IN FRONT OF VAULT, 3.6 FEET SOUTHEAST
 FC0463'OF SOUTH SIDE OF JOSEPH P. DICKEY HEADSTONE, AND IN WALKWAY BETWEEN
 FC0463'SHIELDS AND DICKEYS PLOTS.  SURFACE AND UNDERGROUND MARKS ARE
 FC0463'STANDARD STATION DISK IN CONCRETE.  UPPER MARK IS
 FC0463'FLUSH WITH GROUND.  REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK
 FC0463'IN CONCRETE, 7 FEET EAST OF CENTER LINE OF ROAD BEHIND
 FC0463'SHIELDS VAULT, 6.7 FEET NORTH-NORTHWEST OF NORTH SIDE OF MOORES
 FC0463'HEADSTONE, 2.5 FEET SOUTH OF SOUTHWEST CORNER OF COPING SURROUNDING
 FC0463'HENDERSONS LOT, AND 60.48 FEET FROM STATION S 62 DEG 31 MIN E.
 FC0463'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE,
 FC0463'55.9 FEET SOUTH OF SOUTHWEST CORNER OF SHIELDS VAULT,
 FC0463'21.4 FEET EAST OF SOUTHEAST EDGE OF MILLS HEADSTONE, 6.5 FEET WEST OF
 FC0463'CENTER LINE OF ROAD, 2 FEET SOUTH OF SOUTHEAST CORNER OF MILLS
 FC0463'LOT, AND 71.60 FEET FROM STATION S 39 DEG 00 MIN E.
 FC0463'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 102.70 FEET.
 FC0463'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE SIDEWALK AT
 FC0463'NORTHWEST CORNER OF THIRTY-SECOND STREET AND YOUNG AVENUE, 38.48 FEET
 FC0463'NORTH OF INTERSECTION OF TWO STREETS, 34.10 FEET NORTHEAST OF CENTER
 FC0463'LINE OF THIRTY-SECOND STREET, 14.60 FEET NORTHWEST OF CENTER LINE OF
 FC0463'YOUNG AVENUE, 1 FOOT NORTHWEST OF EDGE OF SIDEWALK, AND ABOUT
 FC0463'0.7 MILE FROM STATION N 19 DEG 36 MIN E.
 FC0463'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION TO POINTS IN
 FC0463'CLEVELAND- COURTHOUSE, TOP OF DOME, ROD, 0.7 MILE, N 40 DEG 54 MIN E.
 FC0463'HARDWICK MILLS, RED BRICK STACK, 0.5 MILE N 58 DEG 03 MIN E.
 FC0463'AND CLEVELAND CHAIR CO., LONE ALUMINUM STACK, 0.5 MILE
 FC0463'S 87 DEG 19 MIN E.
 FC0463
 FC0463                          STATION RECOVERY (1937)
 FC0463
 FC0463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937 (TLJ)
 FC0463'LETTER OF MR. T.L. JOHNSTON, 910 HOLLY STREET, CHATTANOOGA, TENNESSEE
 FC0463'2/1/37-
 FC0463'
 FC0463'DUE TO CONSTRUCTION OF A GAS-AND-OIL SERVICE STATION ON THE LOT AT
 FC0463'THE NW CORNER OF THE INTERSECTION OF YOUNG AVENUE AND 32ND STREET,
 FC0463'CLEVELAND, TENNESSEE, IT WAS NECESSARY TO REMOVE THE AZIMUTH MARK.
 FC0463'
 FC0463'MARK RECEIVED IN WASHINGTON OFFICE STAMPED CLEVELAND AZIMUTH 1934.
 FC0463
 FC0463                          STATION RECOVERY (1949)
 FC0463
 FC0463'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WPM)
 FC0463'STATION WAS RECOVERED IN GOOD CONDITION.  STATION DISK IS STAMPED
 FC0463'CLEVELAND 1934.
 FC0463'
 FC0463'REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION BUT THE AZIMUTH MARK
 FC0463'HAS BEEN DESTROYED.
 FC0463
 FC0463                          STATION RECOVERY (1968)
 FC0463
 FC0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 FC0463'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 FC0463'AS DESCRIBED.
 FC0463
 FC0463                          STATION RECOVERY (1968)
 FC0463
 FC0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0463'AT CLEVELAND.
 FC0463'AT CLEVELAND, ON ABOUT THE HIGHEST POINT OF FORT HILL CEMETERY,
 FC0463'14.7 FEET NORTH OF THE NORTH CORNER OF SHIELDS VAULT, 6 1/2 FEET
 FC0463'SOUTHEAST OF THE CENTER LINE OF A GRAVELED DRIVE, 3.6 FEET
 FC0463'SOUTHWEST OF THE WEST CORNER OF THE JOSEPH B. DICKEY MONUMENT,
 FC0463'1 FOOT ABOVE THE LEVEL OF THE DRIVE AND SET IN THE TOP OF A CONCRETE
 FC0463'POST FLUSH WITH THE SURFACE OF THE GROUND.
 FC0463
 FC0463                          STATION RECOVERY (1973)
 FC0463
 FC0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 FC0463'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 FC0463'BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED AS WAS
 FC0463'NOTED IN THE 1949 RECOVERY.  THE DISTANCE TO R. M. 1 CHECKED.  THE
 FC0463'DISTANCE TO R. M. 2 WAS FOUND TO BE GREATER BY 0.08 FEET.  THE
 FC0463'DISTANCE FROM R. M. 1 TO R. M. 2 WAS FOUND TO BE SHORTER BY .115
 FC0463'FEET.  MOST OF THE INTERSECTION POINTS ORIGINALLY OBSERVED OFF
 FC0463'THIS STATION ARE NOW OBSCURED BY TREES.
 FC0463'
 FC0463'SOME OF THE LENGTHS IN THE ORIGINAL DESCRIPTION WERE FOUND TO BE IN
 FC0463'ERROR.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FC0463'
 FC0463'TO REACH FROM THE POST OFFICE IN CLEVELAND, GO SOUTHEAST ON BROAD
 FC0463'STREET WHICH CHANGES TO OCOEE STREET SOUTHWEST FOR 0.7 MILE TO 12TH
 FC0463'STREET SOUTHWEST ON THE RIGHT.  TURN RIGHT AND GO WEST-NORTHWEST ON
 FC0463'12TH STREET SOUTHWEST FOR 0.2 MILE THRU THE FORT HILL CEMETERY TO
 FC0463'A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO SHIELDS
 FC0463'VAULT ON THE LEFT AND THE STATION AS DESCRIBED.
 FC0463'
 FC0463'STATION MARK, A STANDARD DISK STAMPED, CLEVELAND 1934, IS SET IN THE
 FC0463'TOP OF A 16-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 FC0463'THE GROUND SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 FC0463'IRREGULAR MASS OF CONCRETE AN UNKNOWN DISTANCE BELOW THE GROUND
 FC0463'SURFACE.  IT IS 14.2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 FC0463'OF SHIELDS VAULT, 7.5 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 FC0463'ROAD, AND 4.2 FEET SOUTHWEST OF THE HEADSTONE OF JOSEPH B. DICKEY.
 FC0463'
 FC0463'REFERENCE MARK 1, A STANDARD DISK STAMPED, CLEVELAND NO 1 1934, IS
 FC0463'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FC0463'1-INCH BELOW THE GROUND SURFACE.  IT IS 6.8 FEET NORTHEAST OF THE
 FC0463'MOORE HEADSTONE, 6.6 FEET EAST-SOUTHEAST OF THE CENTER OF A
 FC0463'GRAVELED ROAD, AND 2.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 FC0463'OF HENDERSONS BURIAL PLOT.
 FC0463'
 FC0463'REFERENCE MARK 2, A STANDARD DISK STAMPED, CLEVELAND NO 2 1934, IS
 FC0463'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 5 INCHES BELOW
 FC0463'THE GROUND SURFACE.  IT IS 56 FEET SOUTHWEST OF THE SOUTHWEST
 FC0463'CORNER OF SHIELDS VAULT, 11.3 FEET SOUTHEAST OF THE HOWARD MILL
 FC0463'HEADSTONE, AND 7.0 FEET NORTHWEST OF THE CENTER OF THE GRAVELED
 FC0463'ROAD.
 FC0463'
 FC0463'REFERENCE MARK 2 WAS USED FOR GEOCEIVER STATION T1006.
 FC0463'
 FC0463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE SOUTHWEST
 FC0463'OF CLEVELAND.
 FC0463
 FC0463                          STATION RECOVERY (1973)
 FC0463
 FC0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FC0463'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED
 FC0463'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND WAS
 FC0463'REPORTED AS BEING DESTROYED IN 1937.  THE STATION WAS OCCUPIED TO
 FC0463'VERIFY THE AZIMUTH TO REFERENCE MARK 2.  THE DISTANCE AND
 FC0463'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO THE
 FC0463'CLEVELAND CHAIR CO. STACK CHECKED WITHIN 20 SECONDS TO THE 1934
 FC0463'VALUE.  THIS VERIFIED THE STACKS.  THE 1973 RECOVERY NOTE IS GOOD.
 FC0463'
 FC0463'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC0463'
 FC0463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLEVELAND.
 FC0463
 FC0463                          STATION RECOVERY (1983)
 FC0463
 FC0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1795 ***********************************************************************
 FC1795  DESIGNATION -  CLEVELAND ATT MAIN MICROWAVE
 FC1795  PID         -  FC1795
 FC1795  STATE/COUNTY-  TN/BRADLEY
 FC1795  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1795
 FC1795                         *CURRENT SURVEY CONTROL
 FC1795  ___________________________________________________________________
 FC1795* NAD 83(1995)-  35 12 41.36649(N)    084 49 26.81523(W)     ADJUSTED  
 FC1795* NAVD 88     -                                                        
 FC1795  ___________________________________________________________________
 FC1795  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FC1795  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC1795
 FC1795  HORZ ORDER  -  THIRD
 FC1795
 FC1795.The horizontal coordinates were established by classical geodetic methods
 FC1795.and adjusted by the National Geodetic Survey in April 1999..
 FC1795
 FC1795
 FC1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1795
 FC1795.The geoid height was determined by GEOID03.
 FC1795
 FC1795;                    North         East     Units Scale Factor Converg.
 FC1795;SPC TN       -    98,075.327   707,065.607   MT  1.00000702   +0 41 18.3
 FC1795;SPC TN       -   321,768.80  2,319,764.41   sFT  1.00000702   +0 41 18.3
 FC1795;UTM  16      - 3,898,666.030   698,056.936   MT  1.00008345   +1 15 18.1
 FC1795
 FC1795                          SUPERSEDED SURVEY CONTROL
 FC1795
 FC1795  NAD 83(1995)-  35 12 41.36876(N)    084 49 26.81561(W) AD(       ) 4
 FC1795  NAD 83(1995)-  35 12 41.36782(N)    084 49 26.81617(W) AD(       ) 4
 FC1795  NAD 83(1995)-  35 12 41.36825(N)    084 49 26.81490(W) AD(       ) 4
 FC1795  NAD 83(1986)-  35 12 41.37089(N)    084 49 26.81227(W) AD(       ) 4
 FC1795  NAD 27      -  35 12 41.11000(N)    084 49 27.02300(W) AD(       ) 3
 FC1795
 FC1795.Superseded values are not recommended for survey control.
 FC1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1795.See file dsdata.txt to determine how the superseded data were derived.
 FC1795
 FC1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9805798666(NAD 83)
 FC1795_MARKER: 45 = MICROWAVE TOWER
 FC1795
 FC1795  HISTORY     - Date     Condition        Report By
 FC1795  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1795
 FC1795                          STATION DESCRIPTION
 FC1795
 FC1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1795'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF CLEVELAND, 0.6 MILE
 FC1795'EAST OF HARDWICK FIELD, CLEVELANDS MUNICIPAL AIRPORT, AND ON THE
 FC1795'SUMMIT OF A HIGH RIDGE. IT IS A 4-LEGGED STEEL STRUCTURE PAINTED
 FC1795'ALTERNATE RED AND WHITE AND THE OVER-ALL HEIGHT IS ABOUT 50 FEET.
 FC1795'IT HAS FOUR REFLECTORS ON THE TOP. THE POINT INTERSECTED WAS THE RED
 FC1795'LIGHT AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0383 ***********************************************************************
 FC0383  DESIGNATION -  CLEVELAND BM
 FC0383  PID         -  FC0383
 FC0383  STATE/COUNTY-  TN/BRADLEY
 FC0383  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0383
 FC0383                         *CURRENT SURVEY CONTROL
 FC0383  ___________________________________________________________________
 FC0383* NAD 83(1986)-  35 09 59.     (N)    084 50 21.     (W)     SCALED    
 FC0383* NAVD 88     -       276.085  (meters)     905.79   (feet)  ADJUSTED  
 FC0383  ___________________________________________________________________
 FC0383  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0383  DYNAMIC HT  -         275.813 (meters)     904.90  (feet)  COMP
 FC0383  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 FC0383
 FC0383  VERT ORDER  -  FIRST     CLASS I
 FC0383
 FC0383.The horizontal coordinates were scaled from a topographic map and have
 FC0383.an estimated accuracy of +/- 6 seconds.
 FC0383
 FC0383.The orthometric height was determined by differential leveling
 FC0383.and adjusted by the National Geodetic Survey in June 1991..
 FC0383.WARNING-Repeat measurements at this control monument indicate possible
 FC0383.vertical movement.
 FC0383
 FC0383.The geoid height was determined by GEOID03.
 FC0383
 FC0383.The dynamic height is computed by dividing the NAVD 88
 FC0383.geopotential number by the normal gravity value computed on the
 FC0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0383.degrees latitude (g = 980.6199 gals.).
 FC0383
 FC0383.The modeled gravity was interpolated from observed gravity values.
 FC0383
 FC0383;                    North         East    Units  Estimated Accuracy
 FC0383;SPC TN       -    93,060.      705,760.      MT  (+/- 180 meters Scaled)
 FC0383
 FC0383                          SUPERSEDED SURVEY CONTROL
 FC0383
 FC0383.No superseded survey control is available for this station.
 FC0383
 FC0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD967936(NAD 83)
 FC0383_MARKER: DB = BENCH MARK DISK
 FC0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0383_SP_SET: CULVERT
 FC0383_STAMPING: CLEVELAND 1934
 FC0383_MARK LOGO: CGS   
 FC0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0383
 FC0383  HISTORY     - Date     Condition        Report By
 FC0383  HISTORY     - 1934     MONUMENTED       CGS
 FC0383  HISTORY     - 1968     GOOD             NGS
 FC0383  HISTORY     - 1983     GOOD             NGS
 FC0383
 FC0383                          STATION DESCRIPTION
 FC0383
 FC0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0383'2.2 MI NE FROM CLEVELAND.
 FC0383'ABOUT 2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0383'STATION AT CLEVELAND, ABOUT 0.4 MILE EAST OF MILEPOST 211, ON THE
 FC0383'OUTSIDE OF A LONG CURVE WITH TANGENTS TO THE WEST AND SOUTHEAST,
 FC0383'SET IN THE TOP AND ABOUT THE CENTER OF THE NORTHEAST HEAD WALL
 FC0383'OF A 4-FOOT STONE BOX CULVERT, 10.8 FEET NORTHEAST OF THE NORTHEAST
 FC0383'RAIL AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- NOT
 FC0383'TO BE CONFUSED WITH TRIANGULATION STA. CLEVELAND ON LINE 102.
 FC0383
 FC0383                          STATION RECOVERY (1983)
 FC0383
 FC0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9338 ***********************************************************************
 DG9338  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9338  DESIGNATION -  CLEVELAND COOP CORS ARP
 DG9338  CORS_ID     -  CUBC
 DG9338  PID         -  DG9338
 DG9338  STATE/COUNTY-  TN/BRADLEY
 DG9338  USGS QUAD   -  SOUTH CLEVELAND (1974)
 DG9338
 DG9338                         *CURRENT SURVEY CONTROL
 DG9338  ___________________________________________________________________
 DG9338* NAD 83(CORS)-  35 11 18.07831(N)    084 53 03.06210(W)     ADJUSTED  
 DG9338* NAVD 88     -                                                        
 DG9338  ___________________________________________________________________
 DG9338  EPOCH DATE  -        2002.00
 DG9338  X           -     465,339.023 (meters)                     COMP
 DG9338  Y           -  -5,197,816.221 (meters)                     COMP
 DG9338  Z           -   3,655,099.749 (meters)                     COMP
 DG9338  ELLIP HEIGHT-         234.48  (meters)          (03/??/05) GPS OBS
 DG9338  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DG9338
 DG9338  HORZ ORDER  -  SPECIAL (CORS)
 DG9338  ELLP ORDER  -  SPECIAL (CORS)
 DG9338
 DG9338.ITRF positions are available for this station.
 DG9338.The coordinates were established by GPS observations
 DG9338.and adjusted by the National Geodetic Survey in March 2005..
 DG9338.The coordinates are valid at the epoch date displayed above.
 DG9338.The epoch date for horizontal control is a decimal equivalence
 DG9338.of Year/Month/Day.
 DG9338
 DG9338
 DG9338.The PID for the CORS L1 Phase Center is DG9339.
 DG9338
 DG9338.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9338
 DG9338.The ellipsoidal height was determined by GPS observations
 DG9338.and is referenced to NAD 83.
 DG9338
 DG9338.The geoid height was determined by GEOID03.
 DG9338
 DG9338;                    North         East     Units Scale Factor Converg.
 DG9338;SPC TN       -    95,444.672   701,625.804   MT  1.00001145   +0 39 11.7
 DG9338;SPC TN       -   313,138.06  2,301,917.33   sFT  1.00001145   +0 39 11.7
 DG9338
 DG9338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9338!SPC TN       -   0.99996320  x   1.00001145  =   0.99997465
 DG9338
 DG9338                          SUPERSEDED SURVEY CONTROL
 DG9338
 DG9338.No superseded survey control is available for this station.
 DG9338
 DG9338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9264395982(NAD 83)
 DG9338_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9338
 DG9338                          STATION DESCRIPTION
 DG9338
 DG9338'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9338'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9338'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9338'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9338'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9338'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9339 ***********************************************************************
 DG9339  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9339  DESIGNATION -  CLEVELAND COOP CORS L1 PHASE CENTER
 DG9339  CORS_ID     -  CUBC
 DG9339  PID         -  DG9339
 DG9339  STATE/COUNTY-  TN/BRADLEY
 DG9339  USGS QUAD   -  SOUTH CLEVELAND (1974)
 DG9339
 DG9339                         *CURRENT SURVEY CONTROL
 DG9339  ___________________________________________________________________
 DG9339* NAD 83(CORS)-  35 11 18.07839(N)    084 53 03.06205(W)     ADJUSTED  
 DG9339* NAVD 88     -                                                        
 DG9339  ___________________________________________________________________
 DG9339  EPOCH DATE  -        2002.00
 DG9339  X           -     465,339.031 (meters)                     COMP
 DG9339  Y           -  -5,197,816.301 (meters)                     COMP
 DG9339  Z           -   3,655,099.809 (meters)                     COMP
 DG9339  ELLIP HEIGHT-         234.58  (meters)          (03/??/05) GPS OBS
 DG9339  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DG9339
 DG9339  HORZ ORDER  -  SPECIAL (CORS)
 DG9339  ELLP ORDER  -  SPECIAL (CORS)
 DG9339
 DG9339.ITRF positions are available for this station.
 DG9339.The coordinates were established by GPS observations
 DG9339.and adjusted by the National Geodetic Survey in March 2005..
 DG9339.The coordinates are valid at the epoch date displayed above.
 DG9339.The epoch date for horizontal control is a decimal equivalence
 DG9339.of Year/Month/Day.
 DG9339
 DG9339
 DG9339.The PID for the CORS ARP is DG9338.
 DG9339
 DG9339.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9339
 DG9339.The ellipsoidal height was determined by GPS observations
 DG9339.and is referenced to NAD 83.
 DG9339
 DG9339.The geoid height was determined by GEOID03.
 DG9339
 DG9339;                    North         East     Units Scale Factor Converg.
 DG9339;SPC TN       -    95,444.675   701,625.805   MT  1.00001145   +0 39 11.7
 DG9339;SPC TN       -   313,138.07  2,301,917.33   sFT  1.00001145   +0 39 11.7
 DG9339
 DG9339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9339!SPC TN       -   0.99996318  x   1.00001145  =   0.99997463
 DG9339
 DG9339                          SUPERSEDED SURVEY CONTROL
 DG9339
 DG9339.No superseded survey control is available for this station.
 DG9339
 DG9339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9264395982(NAD 83)
 DG9339_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9339
 DG9339                          STATION DESCRIPTION
 DG9339
 DG9339'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9339'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9339'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9339'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9339'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9339'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1797 ***********************************************************************
 FC1797  DESIGNATION -  CLEVELAND RADIO STA WBAC MAST
 FC1797  PID         -  FC1797
 FC1797  STATE/COUNTY-  TN/BRADLEY
 FC1797  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1797
 FC1797                         *CURRENT SURVEY CONTROL
 FC1797  ___________________________________________________________________
 FC1797* NAD 83(1995)-  35 10 28.46485(N)    084 52 41.81738(W)     ADJUSTED  
 FC1797* NAVD 88     -                                                        
 FC1797  ___________________________________________________________________
 FC1797  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FC1797  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC1797
 FC1797  HORZ ORDER  -  THIRD
 FC1797
 FC1797.The horizontal coordinates were established by classical geodetic methods
 FC1797.and adjusted by the National Geodetic Survey in April 1999..
 FC1797
 FC1797
 FC1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1797
 FC1797.The geoid height was determined by GEOID03.
 FC1797
 FC1797;                    North         East     Units Scale Factor Converg.
 FC1797;SPC TN       -    93,921.922   702,180.781   MT  1.00001417   +0 39 24.1
 FC1797;SPC TN       -   308,142.17  2,303,738.11   sFT  1.00001417   +0 39 24.1
 FC1797;UTM  16      - 3,894,464.294   693,213.101   MT  1.00006009   +1 13 21.5
 FC1797
 FC1797                          SUPERSEDED SURVEY CONTROL
 FC1797
 FC1797  NAD 83(1995)-  35 10 28.46680(N)    084 52 41.81799(W) AD(       ) 4
 FC1797  NAD 83(1995)-  35 10 28.46577(N)    084 52 41.81844(W) AD(       ) 4
 FC1797  NAD 83(1995)-  35 10 28.46612(N)    084 52 41.81710(W) AD(       ) 4
 FC1797  NAD 83(1986)-  35 10 28.46847(N)    084 52 41.81487(W) AD(       ) 4
 FC1797  NAD 27      -  35 10 28.20800(N)    084 52 42.00700(W) AD(       ) 3
 FC1797
 FC1797.Superseded values are not recommended for survey control.
 FC1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1797.See file dsdata.txt to determine how the superseded data were derived.
 FC1797
 FC1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9321394464(NAD 83)
 FC1797_MARKER: 42 = RADIO/TV MAST
 FC1797
 FC1797  HISTORY     - Date     Condition        Report By
 FC1797  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1797
 FC1797                          STATION DESCRIPTION
 FC1797
 FC1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1797'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF CLEVELAND, JUST
 FC1797'SOUTH OF THE GEORGE R. STUART ELEMENTARY SCHOOL WHICH IS
 FC1797'LOCATED ON 20TH STREET AND JUST WEST OF THE U.S. HIGHWAY 11 BY-PASS.
 FC1797'IT IS A TRUSSED STEEL STRUCTURE PAINTED ALTERNATE RED AND
 FC1797'WHITE AND THE OVER-ALL HEIGHT IS 301 FEET. THE POINT INTERSECTED WAS
 FC1797'THE RED LIGHT AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1798 ***********************************************************************
 FC1798  DESIGNATION -  CLEVELAND RADIO STA WCLE MAST
 FC1798  PID         -  FC1798
 FC1798  STATE/COUNTY-  TN/BRADLEY
 FC1798  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1798
 FC1798                         *CURRENT SURVEY CONTROL
 FC1798  ___________________________________________________________________
 FC1798* NAD 83(1995)-  35 11 47.62729(N)    084 52 41.20893(W)     ADJUSTED  
 FC1798* NAVD 88     -                                                        
 FC1798  ___________________________________________________________________
 FC1798  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FC1798  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC1798
 FC1798  HORZ ORDER  -  THIRD
 FC1798
 FC1798.The horizontal coordinates were established by classical geodetic methods
 FC1798.and adjusted by the National Geodetic Survey in April 1999..
 FC1798
 FC1798
 FC1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1798
 FC1798.The geoid height was determined by GEOID03.
 FC1798
 FC1798;                    North         East     Units Scale Factor Converg.
 FC1798;SPC TN       -    96,361.577   702,168.211   MT  1.00000986   +0 39 24.5
 FC1798;SPC TN       -   316,146.27  2,303,696.87   sFT  1.00000986   +0 39 24.5
 FC1798;UTM  16      - 3,896,903.824   693,176.418   MT  1.00005992   +1 13 24.2
 FC1798
 FC1798                          SUPERSEDED SURVEY CONTROL
 FC1798
 FC1798  NAD 83(1995)-  35 11 47.62926(N)    084 52 41.20973(W) AD(       ) 4
 FC1798  NAD 83(1995)-  35 11 47.62849(N)    084 52 41.20995(W) AD(       ) 4
 FC1798  NAD 83(1995)-  35 11 47.62882(N)    084 52 41.20865(W) AD(       ) 4
 FC1798  NAD 83(1986)-  35 11 47.63125(N)    084 52 41.20657(W) AD(       ) 4
 FC1798  NAD 27      -  35 11 47.36900(N)    084 52 41.40200(W) AD(       ) 3
 FC1798
 FC1798.Superseded values are not recommended for survey control.
 FC1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1798.See file dsdata.txt to determine how the superseded data were derived.
 FC1798
 FC1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9317696904(NAD 83)
 FC1798_MARKER: 42 = RADIO/TV MAST
 FC1798
 FC1798  HISTORY     - Date     Condition        Report By
 FC1798  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1798
 FC1798                          STATION DESCRIPTION
 FC1798
 FC1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1798'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF CLEVELAND.
 FC1798'
 FC1798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1798'HIGHWAY 60 IN CLEVELAND, GO NORTHERLY ON STATE HIGHWAY 60 FOR
 FC1798'2.35 MILES TO A FORK, KEEP RIGHT ON A GRAVELED ROAD AND GO 0.45 MILE
 FC1798'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE TO A FORK
 FC1798'AND HOUSE ON THE RIGHT, KEEP RIGHT AND FOLLOW A TRACK ROAD FOR 0.15
 FC1798'MILE TO THE STATION.
 FC1798'
 FC1798'THE STATION IS A TRUSSED STEEL STRUCTURE PAINTED ALTERNATE RED AND
 FC1798'WHITE AND THE OVER-ALL HEIGHT IS 308 FEET. THE POINT INTERSECTED WAS
 FC1798'THE RED LIGHT AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0462 ***********************************************************************
 FC0462  DESIGNATION -  CLEVELAND RM 1
 FC0462  PID         -  FC0462
 FC0462  STATE/COUNTY-  TN/BRADLEY
 FC0462  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0462
 FC0462                         *CURRENT SURVEY CONTROL
 FC0462  ___________________________________________________________________
 FC0462* NAD 83(1986)-  35 09 08.     (N)    084 53 04.     (W)     SCALED    
 FC0462* NAVD 88     -       300.959  (meters)     987.40   (feet)  ADJUSTED  
 FC0462  ___________________________________________________________________
 FC0462  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0462  DYNAMIC HT  -         300.662 (meters)     986.42  (feet)  COMP
 FC0462  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FC0462
 FC0462  VERT ORDER  -  FIRST     CLASS I
 FC0462
 FC0462.The horizontal coordinates were scaled from a topographic map and have
 FC0462.an estimated accuracy of +/- 6 seconds.
 FC0462
 FC0462.The orthometric height was determined by differential leveling
 FC0462.and adjusted by the National Geodetic Survey in June 1991..
 FC0462.WARNING-Repeat measurements at this control monument indicate possible
 FC0462.vertical movement.
 FC0462
 FC0462.The geoid height was determined by GEOID03.
 FC0462
 FC0462.The dynamic height is computed by dividing the NAVD 88
 FC0462.geopotential number by the normal gravity value computed on the
 FC0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0462.degrees latitude (g = 980.6199 gals.).
 FC0462
 FC0462.The modeled gravity was interpolated from observed gravity values.
 FC0462
 FC0462;                    North         East    Units  Estimated Accuracy
 FC0462;SPC TN       -    91,440.      701,650.      MT  (+/- 180 meters Scaled)
 FC0462
 FC0462                          SUPERSEDED SURVEY CONTROL
 FC0462
 FC0462  NGVD 29 (??/??/92)  300.970  (m)          987.43   (f) ADJ UNCH    1 1
 FC0462
 FC0462.Superseded values are not recommended for survey control.
 FC0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0462.See file dsdata.txt to determine how the superseded data were derived.
 FC0462
 FC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD927919(NAD 83)
 FC0462_MARKER: DR = REFERENCE MARK DISK
 FC0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0462_STAMPING: CLEVELAND NO 1 1934
 FC0462_MARK LOGO: CGS   
 FC0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0462+STABILITY: SURFACE MOTION
 FC0462
 FC0462  HISTORY     - Date     Condition        Report By
 FC0462  HISTORY     - 1934     MONUMENTED       CGS
 FC0462  HISTORY     - 1968     GOOD             NGS
 FC0462  HISTORY     - 1983     GOOD             NGS
 FC0462
 FC0462                          STATION DESCRIPTION
 FC0462
 FC0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0462'AT CLEVELAND.
 FC0462'AT CLEVELAND, AT THE FORT HILL CEMETERY, 60.6 FEET SOUTHEAST OF
 FC0462'CLEVELAND 1934 DESCRIBED, 40.7 FEET EAST OF THE EAST CORNER OF
 FC0462'SHIELDS VAULT, 6.7 FEET NORTHEAST OF THE NORTH CORNER OF THE MOORE
 FC0462'MONUMENT, 5 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED
 FC0462'DRIVE, 2.4 FEET SOUTHWEST OF THE WEST CORNER OF A LOW CONCRETE
 FC0462'WALL AROUND THE HENDERSON PLOT, ABOUT 1 FOOT BELOW THE LEVEL OF
 FC0462'THE DRIVE AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE
 FC0462'SURFACE OF THE GROUND.
 FC0462
 FC0462                          STATION RECOVERY (1983)
 FC0462
 FC0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0464 ***********************************************************************
 FC0464  CBN         -  This is a Cooperative Base Network Control Station.
 FC0464  DESIGNATION -  CLEVELAND RM 2
 FC0464  PID         -  FC0464
 FC0464  STATE/COUNTY-  TN/BRADLEY
 FC0464  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0464
 FC0464                         *CURRENT SURVEY CONTROL
 FC0464  ___________________________________________________________________
 FC0464* NAD 83(1995)-  35 09 07.05893(N)    084 53 03.99911(W)     ADJUSTED  
 FC0464* NAVD 88     -       301.003  (meters)     987.54   (feet)  ADJUSTED  
 FC0464  ___________________________________________________________________
 FC0464  X           -     465,525.452 (meters)                     COMP
 FC0464  Y           -  -5,200,164.607 (meters)                     COMP
 FC0464  Z           -   3,651,820.015 (meters)                     COMP
 FC0464  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 FC0464  ELLIP HEIGHT-         270.95  (meters)          (12/14/95) GPS OBS
 FC0464  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0464  DYNAMIC HT  -         300.705 (meters)     986.56  (feet)  COMP
 FC0464  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FC0464
 FC0464  HORZ ORDER  -  B
 FC0464  VERT ORDER  -  FIRST     CLASS I
 FC0464  ELLP ORDER  -  FIRST     CLASS II
 FC0464
 FC0464.The horizontal coordinates were established by GPS observations
 FC0464.and adjusted by the National Geodetic Survey in December 1995..
 FC0464
 FC0464.The orthometric height was determined by differential leveling
 FC0464.and adjusted by the National Geodetic Survey in June 1991..
 FC0464
 FC0464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0464
 FC0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0464
 FC0464.The ellipsoidal height was determined by GPS observations
 FC0464.and is referenced to NAD 83.
 FC0464
 FC0464.The geoid height was determined by GEOID03.
 FC0464
 FC0464.The dynamic height is computed by dividing the NAVD 88
 FC0464.geopotential number by the normal gravity value computed on the
 FC0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0464.degrees latitude (g = 980.6199 gals.).
 FC0464
 FC0464.The modeled gravity was interpolated from observed gravity values.
 FC0464
 FC0464;                    North         East     Units Scale Factor Converg.
 FC0464;SPC TN       -    91,406.888   701,648.123   MT  1.00001875   +0 39 11.1
 FC0464;SPC TN       -   299,890.77  2,301,990.55   sFT  1.00001875   +0 39 11.1
 FC0464;UTM  16      - 3,891,944.018   692,705.274   MT  1.00005768   +1 13 06.2
 FC0464
 FC0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0464!SPC TN       -   0.99995747  x   1.00001875  =   0.99997622
 FC0464!UTM  16      -   0.99995747  x   1.00005768  =   1.00001515
 FC0464
 FC0464                          SUPERSEDED SURVEY CONTROL
 FC0464
 FC0464  NAD 83(1995)-  35 09 07.06097(N)    084 53 04.00209(W) AD(       ) B
 FC0464  ELLIP H (09/07/90)  270.86   (m)                       GP(       ) 4 1
 FC0464  NAD 83(1986)-  35 09 07.06241(N)    084 53 03.99284(W) AD(       ) 2
 FC0464  NAD 27      -  35 09 06.79314(N)    084 53 04.18626(W) AD(       ) 2
 FC0464  NAVD 88 (12/14/95)  301.00   (m)          987.5    (f) LEVELING    3  
 FC0464  NGVD 29 (??/??/92)  301.012  (m)          987.57   (f) ADJ UNCH    1 1
 FC0464
 FC0464.Superseded values are not recommended for survey control.
 FC0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0464.See file dsdata.txt to determine how the superseded data were derived.
 FC0464
 FC0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9270591944(NAD 83)
 FC0464_MARKER: DR = REFERENCE MARK DISK
 FC0464_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FC0464_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FC0464_STAMPING: CLEVELAND NO.2 1934
 FC0464_MARK LOGO: CGS   
 FC0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0464+STABILITY: SURFACE MOTION
 FC0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0464+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 FC0464
 FC0464  HISTORY     - Date     Condition        Report By
 FC0464  HISTORY     - 1934     MONUMENTED       CGS
 FC0464  HISTORY     - 1968     GOOD             NGS
 FC0464  HISTORY     - 1973     GOOD             NGS
 FC0464  HISTORY     - 197706   GOOD
 FC0464  HISTORY     - 1983     GOOD             NGS
 FC0464  HISTORY     - 1987     GOOD             NGS
 FC0464  HISTORY     - 1987     GOOD             NGS
 FC0464  HISTORY     - 19950606 GOOD             NGS
 FC0464  HISTORY     - 20040128 GOOD             BAKER
 FC0464
 FC0464                          STATION DESCRIPTION
 FC0464
 FC0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0464'AT CLEVELAND.
 FC0464'AT CLEVELAND, AT THE FORT HILL CEMETERY, 71.7 FEET SOUTHWEST OF
 FC0464'CLEVELAND 1934 DESCRIBED, 55.9 FEET WEST OF THE WEST CORNER OF
 FC0464'SHIELDS VAULT, 21.4 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF
 FC0464'THE BASE OF THE MILLS MONUMENT, 17 FEET EAST OF THE EAST CORNER
 FC0464'OF THE BASE OF THE CARD MONUMENT, 7 FEET NORTHWEST OF THE CENTER
 FC0464'LINE OF A GRAVELED DRIVE, 3.2 FEET WEST OF THE SOUTH CORNER
 FC0464'MARKER OF THE MILLS PLOT, ABOUT LEVEL WITH THE DRIVE AND SET IN
 FC0464'THE TOP OF A CONCRETE POST 1/2 FOOT BELOW THE SURFACE OF THE
 FC0464'GROUND.
 FC0464
 FC0464                          STATION RECOVERY (1973)
 FC0464
 FC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 FC0464'THE STATION IS LOCATED IN THE FORT HILL CEMETERY ABOUT 0.5 MILE
 FC0464'SOUTHWEST OF CLEVELAND.  THE STATION WAS USED AS THE ANTENNA SITE
 FC0464'FOR GEOCEIVER STATION 51006.
 FC0464'
 FC0464'TO REACH FROM THE POST OFFICE IN CLEVELAND, GO SOUTHEAST ON BROAD
 FC0464'STREET WHICH CHANGES TO OCOEE STREET SOUTHWEST FOR 0.7 MILE TO 12TH
 FC0464'STREET SOUTHWEST ON THE RIGHT.  TURN RIGHT AND GO WEST-NORTHWEST ON
 FC0464'12TH STREET SOUTHWEST FOR 0.2 MILE THRU THE FORT HILL CEMETERY TO
 FC0464'A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO THE
 FC0464'STATION ON THE LEFT NEAR THE TOMBSTONE OF HOWARD M. MILLS.
 FC0464'
 FC0464'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED CLEVELAND NO 2
 FC0464'1934, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 5 INCHES
 FC0464'BELOW THE GROUND SURFACE.  IT IS 56 FEET SOUTHWEST OF THE SOUTHWEST
 FC0464'CORNER OF SHIELDS VAULT, 11.3 FEET SOUTHEAST OF THE HOWARD MILL
 FC0464'HEADSTONE, AND 7.0 FEET NORTHWEST OF THE CENTER OF THE GRAVELED
 FC0464'ROAD.
 FC0464'
 FC0464'CLEVELAND 1934 IS A STANDARD TRIANGULATION DISK STAMPED CLEVELAND
 FC0464'1934, THE TOP OF A 16-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FC0464'FLUSH WITH THE GROUND SURFACE.
 FC0464'IT IS 14.2 FEET NORTH-NORTHWEST OF THE
 FC0464'NORTHWEST CORNER OF SHIELDS VAULT, 7.5 FEET SOUTHEAST OF THE CENTER
 FC0464'OF A GRAVELED ROAD, AND 4.2 FEET SOUTHWEST OF THE HEADSTONE OF
 FC0464'JOSEPH B. DICKEY.
 FC0464'
 FC0464'REFERENCE MARK 1, A STANDARD DISK STAMPED, CLEVELAND NO 1 1934, IS
 FC0464'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FC0464'1-INCH BELOW THE GROUND SURFACE.  IT IS 6.8 FEET NORTHEAST OF THE
 FC0464'MOORE HEADSTONE, 6.6 FEET EAST-SOUTHEAST OF THE CENTER OF A
 FC0464'GRAVELED ROAD, AND 2.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 FC0464'OF HENDERSONS BURIAL PLOT.
 FC0464
 FC0464                          STATION RECOVERY (1977)
 FC0464
 FC0464'RECOVERED 1977
 FC0464'RECOVERED IN GOOD CONDITION.
 FC0464
 FC0464                          STATION RECOVERY (1983)
 FC0464
 FC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0464'RECOVERED IN GOOD CONDITION.
 FC0464
 FC0464                          STATION RECOVERY (1987)
 FC0464
 FC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 FC0464'THE STATION WAS RECOVERED AT THIS DATE.
 FC0464'AS DESCRIBED BY G. PERTERKIN IN 1973.
 FC0464'
 FC0464'TYPED BY R.L. ZURFLUH.
 FC0464
 FC0464                          STATION RECOVERY (1987)
 FC0464
 FC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC0464'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 FC0464'SOUTHWEST OF CLEVELAND, ON THE HIGHEST POINT OF FORT HILL CEMETERY.
 FC0464'OWNERSHIP--FORT HILL CEMETERY.
 FC0464'
 FC0464'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 11
 FC0464'JUST WEST-SOUTHWEST OF CLEVELAND GO NORTH FOR
 FC0464'5.8 KM (3.6 MI) ON U.S. HIGHWAY 11 TO A (Y) JUNCTION WHERE U.S.
 FC0464'HIGHWAY 11 BUSINESS AND BYPASS SEPERATE.  BEAR RIGHT AND GO NORTHEAST
 FC0464'FOR 0.8 KM (0.5 MI) ON U.S. HIGHWAY 11 BUSINESS TO THE JUNCTION OF
 FC0464'BROAD STREET. TURN RIGHT AND GO SOUTHWEST FOR O.2 KM (0.1 MI) ON
 FC0464'BROAD STREET TO THE POINT WHERE IT CHANGES NAMES TO OCOEE STREET.
 FC0464'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 0.6 KM (0.4 MI) ON
 FC0464'OCOEE STREET TO THE JUNCTION OF 12TH STREET SW. TURN RIGHT AND GO
 FC0464'WEST FOR 0.2 KM (0.1 MI) ON 12TH STREET SW TO THE TOP OF THE HILL
 FC0464'AND A GRAVEL ROAD LEFT AT THE FORT HILL CEMETARY. TURN LEFT AND GO
 FC0464'SOUTH FOR 85 METERS (280 FT) TO THE STATION ON THE RIGHT.
 FC0464'
 FC0464'THE STATION IS A STANDARD USCGS DISK
 FC0464'STAMPED---CLEVELAND NO.2 1934---,
 FC0464'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE RECESSED
 FC0464'15 CM BELOW GROUND.  LOCATED
 FC0464'17.04 METERS (55.9 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 FC0464'SHIELDS VAULT,
 FC0464'6.52 METERS (21.4 FT) EAST FROM THE SOUTHEAST EDGE OF THE MILLS
 FC0464'HEADSTONE,
 FC0464'2.0 METERS (6.5 FT) WEST FROM THE CENTERLINE OF A GRAVEL ROAD,
 FC0464'0.6 METERS (2.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE MILLS
 FC0464'LOT CORNER MONUMENT,
 FC0464'21.824 METERS (71.60 FT) SOUTHWEST FROM THE USCGS STATION CLEVELAND
 FC0464'1934.
 FC0464
 FC0464                          STATION RECOVERY (1995)
 FC0464
 FC0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC0464'RECOVERED AS DESCRIBED.
 FC0464
 FC0464                          STATION RECOVERY (2004)
 FC0464
 FC0464'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RGH)
 FC0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1960 ***********************************************************************
 FC1960  CBN         -  This is a Cooperative Base Network Control Station.
 FC1960  DESIGNATION -  CLEVPORT
 FC1960  PID         -  FC1960
 FC1960  STATE/COUNTY-  TN/BRADLEY
 FC1960  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1960
 FC1960                         *CURRENT SURVEY CONTROL
 FC1960  ___________________________________________________________________
 FC1960* NAD 83(1995)-  35 13 11.65519(N)    084 49 55.56384(W)     ADJUSTED  
 FC1960* NAVD 88     -       258.0    (meters)     846.     (feet)  GPS OBS   
 FC1960  ___________________________________________________________________
 FC1960  X           -     469,881.484 (meters)                     COMP
 FC1960  Y           -  -5,195,375.965 (meters)                     COMP
 FC1960  Z           -   3,657,956.048 (meters)                     COMP
 FC1960  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FC1960  ELLIP HEIGHT-         227.84  (meters)          (08/03/04) GPS OBS
 FC1960  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC1960
 FC1960  HORZ ORDER  -  A
 FC1960  ELLP ORDER  -  FOURTH    CLASS I
 FC1960
 FC1960.This mark is at Hardwick Field Airport (HDI)
 FC1960
 FC1960.The horizontal coordinates were established by GPS observations
 FC1960.and adjusted by the National Geodetic Survey in August 2004..
 FC1960
 FC1960.The orthometric height was determined by GPS observations and a
 FC1960.high-resolution geoid model.
 FC1960
 FC1960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1960
 FC1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1960
 FC1960.The ellipsoidal height was determined by GPS observations
 FC1960.and is referenced to NAD 83.
 FC1960
 FC1960.The geoid height was determined by GEOID03.
 FC1960
 FC1960;                    North         East     Units Scale Factor Converg.
 FC1960;SPC TN       -    98,999.994   706,327.394   MT  1.00000545   +0 41 01.4
 FC1960;SPC TN       -   324,802.48  2,317,342.46   sFT  1.00000545   +0 41 01.4
 FC1960;UTM  16      - 3,899,583.420   697,309.555   MT  1.00007981   +1 15 02.4
 FC1960
 FC1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1960!SPC TN       -   0.99996424  x   1.00000545  =   0.99996969
 FC1960!UTM  16      -   0.99996424  x   1.00007981  =   1.00004405
 FC1960
 FC1960                          SUPERSEDED SURVEY CONTROL
 FC1960
 FC1960  NAD 83(1995)-  35 13 11.65521(N)    084 49 55.56436(W) AD(       ) 3
 FC1960  ELLIP H (04/12/99)  227.82   (m)                       GP(       ) 4 1
 FC1960  NAD 83(1995)-  35 13 11.65535(N)    084 49 55.56398(W) AD(       ) 3
 FC1960  NAD 83(1995)-  35 13 11.65750(N)    084 49 55.56635(W) AD(       ) 3
 FC1960  NGVD 29 (09/17/90)  258.1    (m)          847.     (f) GPS OBS        
 FC1960
 FC1960.Superseded values are not recommended for survey control.
 FC1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1960.See file dsdata.txt to determine how the superseded data were derived.
 FC1960
 FC1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9731099583(NAD 83)
 FC1960_MARKER: I = METAL ROD
 FC1960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1960_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1960_STAMPING: CLEVEPORT 1987
 FC1960_MARK LOGO: NGS   
 FC1960_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1960+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1960
 FC1960  HISTORY     - Date     Condition        Report By
 FC1960  HISTORY     - 1987     MONUMENTED       NGS
 FC1960  HISTORY     - 19890717 GOOD
 FC1960  HISTORY     - 20031010 GOOD             TNHD
 FC1960
 FC1960                          STATION DESCRIPTION
 FC1960
 FC1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1960'3.75 MILES NORTH ALONG US HIGHWAY II BY PASS AND US HIGHWAY II FROM
 FC1960'THE JUNCTION OF STATE HIGHWAY 60 IN NORTH CLEVELAND TO THE JUNCTION
 FC1960'OF AIRPORT ROAD, THENCE NORTHWEST ALONG AIRPORT ROAD FOR 0.25 MILE TO
 FC1960'THE OFFICE OF THE CLEVELAND MUNICIPAL AIRPORT AND MARK NEAR A WIND
 FC1960'SOCK IN A GRASSY AREA, A 3-D MARK, A STAINLESS STEEL ROAD DRIVEN 22.0
 FC1960'FEET TO REFUSAL, 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED
 FC1960'FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP,
 FC1960'---STAMPED CLEVPORT 1987, 1 INCH BELOW GROUND, WITH REBAR IN CONCRETE
 FC1960'53.3 FEET NORTHWEST OF A POLE SUPPORTING A WIND SOCK, 49.6 FEET
 FC1960'SOUTHEAST OF SOUTHEAST EDGE OF RUNWAY, 185.3 FEET SOUTHWEST OF
 FC1960'SOUTHWEST CORNER OF OFFICE BUILDING, 163.9 FEET NORTHWEST OF NORTHWEST
 FC1960'EDGE OF TAXIWAY, AND 1.0 FOOT NORTHEAST OF A FIBERGLASS WITNESS POST.
 FC1960'CONTACT J.C. GARRISON AT 472 9210 OR 472 2674 FROM HOURS 9 TO 6 AND
 FC1960'476 4003 AFTER 6--00 PM.
 FC1960
 FC1960                          STATION RECOVERY (1989)
 FC1960
 FC1960'RECOVERED 1989
 FC1960'RECOVERED IN GOOD CONDITION.
 FC1960
 FC1960                          STATION RECOVERY (2003)
 FC1960
 FC1960'RECOVERY NOTE BY TN HIGHWAY DEPT 2003
 FC1960'RECOVED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1961 ***********************************************************************
 FC1961  DESIGNATION -  CLEVPORT AZ MK
 FC1961  PID         -  FC1961
 FC1961  STATE/COUNTY-  TN/BRADLEY
 FC1961  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1961
 FC1961                         *CURRENT SURVEY CONTROL
 FC1961  ___________________________________________________________________
 FC1961* NAD 83(1995)-  35 12 56.73789(N)    084 50 04.67232(W)     ADJUSTED  
 FC1961* NAVD 88     -       249.4    (meters)     818.     (feet)  VERTCON   
 FC1961  ___________________________________________________________________
 FC1961  X           -     469,675.295 (meters)                     COMP
 FC1961  Y           -  -5,195,653.743 (meters)                     COMP
 FC1961  Z           -   3,657,575.488 (meters)                     COMP
 FC1961  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FC1961  ELLIP HEIGHT-         219.22  (meters)          (04/12/99) GPS OBS
 FC1961  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC1961
 FC1961  HORZ ORDER  -  THIRD
 FC1961  ELLP ORDER  -  FOURTH    CLASS I
 FC1961
 FC1961.This mark is at Hardwick Field Airport (HDI)
 FC1961
 FC1961.The horizontal coordinates were established by GPS observations
 FC1961.and adjusted by the National Geodetic Survey in April 1999..
 FC1961
 FC1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1961
 FC1961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1961
 FC1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1961
 FC1961.The ellipsoidal height was determined by GPS observations
 FC1961.and is referenced to NAD 83.
 FC1961
 FC1961.The geoid height was determined by GEOID03.
 FC1961
 FC1961;                    North         East     Units Scale Factor Converg.
 FC1961;SPC TN       -    98,537.558   706,102.531   MT  1.00000622   +0 40 56.1
 FC1961;SPC TN       -   323,285.30  2,316,604.72   sFT  1.00000622   +0 40 56.1
 FC1961;UTM  16      - 3,899,118.747   697,089.263   MT  1.00007874   +1 14 56.7
 FC1961
 FC1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1961!SPC TN       -   0.99996559  x   1.00000622  =   0.99997181
 FC1961!UTM  16      -   0.99996559  x   1.00007874  =   1.00004433
 FC1961
 FC1961                          SUPERSEDED SURVEY CONTROL
 FC1961
 FC1961  NAD 83(1995)-  35 12 56.73803(N)    084 50 04.67195(W) AD(       ) 3
 FC1961  NAD 83(1995)-  35 12 56.74018(N)    084 50 04.67434(W) AD(       ) 3
 FC1961  NGVD 29 (09/17/90)  249.4    (m)          818.     (f) GPS OBS        
 FC1961
 FC1961.Superseded values are not recommended for survey control.
 FC1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1961.See file dsdata.txt to determine how the superseded data were derived.
 FC1961
 FC1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9708999119(NAD 83)
 FC1961_MARKER: I = METAL ROD
 FC1961_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FC1961_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1961+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1989
 FC1961
 FC1961  HISTORY     - Date     Condition        Report By
 FC1961  HISTORY     - 1987     MONUMENTED       NGS
 FC1961  HISTORY     - 19890717 GOOD
 FC1961
 FC1961                          STATION DESCRIPTION
 FC1961
 FC1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1961'3.75 MILES NORTH ALONG US HIGHWAY 11 BY PASS AND US HIGHWAY 11 FROM
 FC1961'THE JUNCTION OF STATE HIGHWAY 60 IN NORTH CLEVELAND, TO THE JUNCTION
 FC1961'AIRPORT ROAD, THENCE NORTHWEST ALONG AIRPORT ROAD FOR 0.25 MILE TO THE
 FC1961'OFFICE OF THE CLEVELAND MUNICIPAL AIRPORT, THENCE 0.30 MILE SOUTHWEST
 FC1961'ALONG TAXIWAY AND RUNWAY TO THE END OF RUNWAY AND MARK, A 3-D MARK,
 FC1961'A STAINLESS STEEL ROD DRIVEN 21.5 FEET TO REFUSAL, 3 INCHES BELOW
 FC1961'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN
 FC1961'A 5 INCH PVC PIPE WITH LOGO CAP AND ---STAMPED CLEVPORT AZ MK 1987, 1
 FC1961'INCH BELOW GROUND, WITH A RAILROAD SPIKE IN CONCRETE, 129.5 FEET
 FC1961'NORTHEAST OF A AT+T CABLE POLE, 33.4 FEET SOUTHEAST OF THE MOST
 FC1961'SOUTHEAST ONE OF THREE RUNNING LIGHTS 33.0 FEET WEST OF AN APPROACH
 FC1961'BOX LIGHT 42.8 FEET SOUTHEAST OF THE EXTENDED SOUTHEAST EDGE OF
 FC1961'RUNWAY, 1.0 FOOT NORTHWEST OF A FIBERGLASS WITNESS POST.  NOTE--
 FC1961'CONTACT J.C. GARRISON AT 472 9210 OR 472 2674 FOR HOURS 9 TO 6
 FC1961'AFTER 6--00 PM TO GET ON AIRPORT.
 FC1961
 FC1961                          STATION RECOVERY (1989)
 FC1961
 FC1961'RECOVERED 1989
 FC1961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2253 ***********************************************************************
 GC2253  DESIGNATION -  CLIFF
 GC2253  PID         -  GC2253
 GC2253  STATE/COUNTY-  TN/DAVIDSON
 GC2253  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2253
 GC2253                         *CURRENT SURVEY CONTROL
 GC2253  ___________________________________________________________________
 GC2253* NAD 83(1995)-  36 11 52.66969(N)    086 49 48.14178(W)     ADJUSTED  
 GC2253* NAVD 88     -       191.0    (meters)     627.     (feet)  VERTCON   
 GC2253  ___________________________________________________________________
 GC2253  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GC2253  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2253
 GC2253  HORZ ORDER  -  SECOND
 GC2253
 GC2253.The horizontal coordinates were established by classical geodetic methods
 GC2253.and adjusted by the National Geodetic Survey in April 1999..
 GC2253
 GC2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2253
 GC2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2253
 GC2253.The geoid height was determined by GEOID03.
 GC2253
 GC2253;                    North         East     Units Scale Factor Converg.
 GC2253;SPC TN       -   207,197.342   525,351.325   MT  0.99996851   -0 29 09.4
 GC2253;SPC TN       -   679,779.95  1,723,590.14   sFT  0.99996851   -0 29 09.4
 GC2253;UTM  16      - 4,005,919.280   515,279.777   MT  0.99960288   +0 06 01.4
 GC2253
 GC2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2253!SPC TN       -   0.99997464  x   0.99996851  =   0.99994315
 GC2253!UTM  16      -   0.99997464  x   0.99960288  =   0.99957753
 GC2253
 GC2253|---------------------------------------------------------------------|
 GC2253| PID    Reference Object                     Distance      Geod. Az  |
 GC2253|                                                           dddmmss.s |
 GC2253| CG5111 CLIFF RM 1                           14.404 METERS 03502     |
 GC2253| GC2281 TAYLOR RESET                        APPROX. 8.6 KM 0525754.9 |
 GC2253| GC2234 INGLEWOOD STATE TB HOSP TANK        APPROX. 7.9 KM 0762908.9 |
 GC2253| GC2237 NASHVILLE D W SWINDLE CO TANK       APPROX. 7.3 KM 0860053.0 |
 GC2253| GC2292 2608                                 32.157 METERS 09457     |
 GC2253| GC2291 2608                                 32.369 METERS 09458     |
 GC2253| GC2273 NASHVILLE RADIO STA WNAH MAST       APPROX. 5.0 KM 0972349.1 |
 GC2253| CG5112 CLIFF RM 2                           11.893 METERS 11605     |
 GC2253| GC2274 NASHVILLE RADIO STA WSOK MAST       APPROX. 7.2 KM 1253425.0 |
 GC2253| GC2272 NASHVILLE RADIO STA WKDA MAST       APPROX. 7.0 KM 1304952.0 |
 GC2253| GC2293 NASHVILLE STATE CAPITOL CUPOLA      APPROX. 5.4 KM 1305152.5 |
 GC2253| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 5.5 KM 1305143.1 |
 GC2253| GC2264 NASHVILLE FIRST BAP CH SPIRE        APPROX. 6.2 KM 1340422.9 |
 GC2253| GC2269 NASHVILLE OLD PO BLDG CLOCKTWR      APPROX. 6.2 KM 1344205.5 |
 GC2253| GC2267 NASHVILLE L AND N RR STA BALL       APPROX. 6.1 KM 1375711.8 |
 GC2253| GC2275 NASHVILLE ST THOMAS HOSP STACK      APPROX. 5.6 KM 1534046.8 |
 GC2253| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 8.3 KM 1550536.9 |
 GC2253| GC2284 VANDERBILT U KIRKLAND HALL TWR      APPROX. 6.1 KM 1555628.3 |
 GC2253| GC2285 VANDERBILT U POWERHOUSE STACK       APPROX. 6.3 KM 1573412.6 |
 GC2253| GC2314 AIRWAY BEACON 63                    APPROX.14.8 KM 1975932.0 |
 GC2253|---------------------------------------------------------------------|
 GC2253
 GC2253                          SUPERSEDED SURVEY CONTROL
 GC2253
 GC2253  NAD 83(1995)-  36 11 52.67165(N)    086 49 48.14358(W) AD(       ) 2
 GC2253  NAD 83(1995)-  36 11 52.67382(N)    086 49 48.14431(W) AD(       ) 2
 GC2253  NAD 83(1986)-  36 11 52.67990(N)    086 49 48.14495(W) AD(       ) 2
 GC2253  NAD 27      -  36 11 52.47900(N)    086 49 48.14900(W) AD(       ) 2
 GC2253  NGVD 29 (07/19/86)  191.0    (m)          627.     (f) VERT ANG       
 GC2253
 GC2253.Superseded values are not recommended for survey control.
 GC2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2253.See file dsdata.txt to determine how the superseded data were derived.
 GC2253
 GC2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1528005919(NAD 83)
 GC2253_MARKER: DS = TRIANGULATION STATION DISK
 GC2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2253
 GC2253  HISTORY     - Date     Condition        Report By
 GC2253  HISTORY     - 1953     MONUMENTED       CGS
 GC2253  HISTORY     - 1959     GOOD             CGS
 GC2253  HISTORY     - 1961     GOOD             TNHD
 GC2253
 GC2253                          STATION DESCRIPTION
 GC2253
 GC2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2253'STATION IS LOCATED IN A SMALL FRUIT ORCHARD ON THE SOUTHEAST SIDE OF
 GC2253'A HIGH HILL, ABOUT 4 MILES NORTHWEST OF THE CENTER OF NASHVILLE AND
 GC2253'1/2 MILE NORTHEAST OF BORDEAUX ON PROPERTY OWNED BY MR. JOSEPH BALTZ.
 GC2253'IT IS 98 FEET EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE,
 GC2253'68 FEET SOUTHWEST OF THE CENTER OF CLIFF DRIVE AND 19 FEET NORTHWEST
 GC2253'OF A FENCE LINE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2253'CLIFF 1953.
 GC2253'
 GC2253'REFERENCE MARK NO. 1 IS 20 FEET SOUTHWEST OF THE CENTER OF CLIFF
 GC2253'DRIVE AND 6 FEET SOUTHWEST OF A FENCE. THE MARK IS FLUSH AND THE
 GC2253'DISK IS STAMPED CLIFF NO. 1 1953.
 GC2253'
 GC2253'REFERENCE MARK NO. 2 IS 58 FEET SOUTHWEST OF THE CENTER OF CLIFF
 GC2253'DRIVE, 30 FEET SOUTHWEST OF A POWER LINE POLE, 7 FEET SOUTHEAST OF
 GC2253'THE CENTER OF AN UNIMPROVED STREET AND 1 FOOT NORTHWEST OF A FENCE.
 GC2253'THE MARK IS FLUSH AND THE DISK IS STAMPED CLIFF NO. 2 1953.
 GC2253'
 GC2253'NO. 2608 (TENN. GEOD. S.) CAN BE USED AS A REFERENCE MARK. IT IS 13
 GC2253'FEET SOUTHWEST OF THE CENTER OF CLIFF DRIVE, 18 FEET SOUTHEAST
 GC2253'OF A POWER LINE POLE AND 3 FEET NORTHEAST OF A FENCE. THE MARK IS A
 GC2253'6X6 INCH CONCRETE POST THAT PROJECTS ABOUT 12 INCHES WITH A BRONZE
 GC2253'U.S. COAST AND GEODETIC AND STATE SURVEY DISK IN THE TOP STAMPED NO.
 GC2253'2608.
 GC2253'
 GC2253'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 GC2253'CUMBERLAND RIVER NEAR THE CITY LIMITS OF BORDEAUX AND ABOUT 4
 GC2253'MILES NORTHWEST OF NASHVILLE, GO NORTHWEST ON U.S. HIGHWAY 41A FOR
 GC2253'0.2 MILE TO A CROSS STREET (BUENA VISTA PIKE) TURN RIGHT AND GO
 GC2253'NORTHEAST ON BUENA VISTA PIKE FOR 0.3 MILE TO SIDE ROAD LEFT, (CLIFF
 GC2253'DRIVE) TURN LEFT AND GO NORTHWEST UP STEEP HILL ON CLIFF DRIVE
 GC2253'FOR 0.1 MILE TO AN UNIMPROVED STREET ON THE LEFT AND STATION ON THE
 GC2253'LEFT AS DESCRIBED.
 GC2253'
 GC2253'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2253
 GC2253                          STATION RECOVERY (1959)
 GC2253
 GC2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2253'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND NO. 2608 (TENN. GEOD.
 GC2253'S. ( WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE
 GC2253'DIRECTIONS TO THE MARKS CHECKED WITHIN THE LIMITS. THE DIRECTIONS TO
 GC2253'THE INTERSECTIONS LISTED IN THE DESCRIPTION COULD NOT BE
 GC2253'VERIFIED. THE DISTANCES TO THE MARKS COULD NOT BE VERIFIED. A SHORTER
 GC2253'MEASUREMENT WAS FOUND TO REFERENCE MARKS 1 AND 2, WHILE A LONGER
 GC2253'MEASUREMENT WAS FOUND TO NO. 2608 (TNGS).  NO 2608 (TNGS) IS
 GC2253'SET AT THE EDGE OF A DITCH AND COULD HAVE BEEN HIT BY ROAD
 GC2253'EQUIPMENT. THE PREVIOUS ROUTE TO THE STATION WAS VERIFIED BY THE
 GC2253'BUILDING PARTY. A NEW ROUTE WAS USED TO REACH THE STATION. A COMPLETE
 GC2253'NEW DESCRIPTION FOLLOWS-
 GC2253'
 GC2253'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF NASHVILLE, 1/2 MILE
 GC2253'NORTHEAST OF BORDEAUX AND IS ON THE PROPERTY OWNED BY MR.
 GC2253'JOSEPH EALTS. IT IS IN A SMALL FRUIT ORCHARD ON THE SOUTHEAST SIDE OF
 GC2253'A HIGH HILL.
 GC2253'
 GC2253'TO REACH THE STATION FROM THE INTERSECTION OF WEST TRINITY LANE AND
 GC2253'U.S. HIGHWAYS 41 AND 31W (ABOUT 3 MILES NORTH OF NASHVILLE) GO
 GC2253'WEST ON WEST TRINITY LANE FOR 3.6 MILES TO CLIFF DRIVE. TURN RIGHT
 GC2253'ONTO CLIFF DRIVE AND GO 0.15 MILE TO A METAL GATE ON THE LEFT AND
 GC2253'THE STATION AS DESCRIBED.
 GC2253'
 GC2253'THE STATION MARK, A STANDARD DISK STAMPED CLIFF 1953, IS SET IN THE
 GC2253'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 GC2253'IT IS 98 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 68 FEET
 GC2253'SOUTHWEST OF THE CENTER OF CLIFF DRIVE AND 19 FEET NORTHWEST OF A
 GC2253'FENCE LINE.
 GC2253'
 GC2253'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED CLIFF 1953 AND IS
 GC2253'ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GC2253'
 GC2253'REFERENCE MARK 1, A STANDARD DISK STAMPED CLIFF NO. 1 1953, IS SET IN
 GC2253'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC2253'GROUND. IT IS 20 FEET SOUTHWEST OF THE CENTER OF CLIFF DRIVE AND 6
 GC2253'FEET SOUTHWEST OF A FENCE LINE.
 GC2253'
 GC2253'REFERENCE MARK 2, A STANDARD DISK STAMPED CLIFF NO. 2 1953, IS SET IN
 GC2253'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC2253'GROUND. IT IS 31 FEET SOUTHWEST OF A POWER LINE POLE, 6 FEET
 GC2253'SOUTHEAST OF THE CENTER OF AN ALLEY AND 1 FOOT NORTHWEST OF A
 GC2253'FENCE LINE.
 GC2253'
 GC2253'NO. 2608 (TNGS), A U.S. COAST AND GEODETIC AND STATE SURVEY DISK
 GC2253'STAMPED NO. 2608, IS SET IN THE TOP OF A CONCRETE POST
 GC2253'THAT IS 6 INCHES SQUARE AND PROJECTS 1 FOOT ABOVE THE GROUND. IT IS
 GC2253'18 FEET SOUTHEAST OF A POWERLINE POLE, 13 FEET SOUTHWEST OF THE
 GC2253'CENTER OF CLIFF DRIVE AND 3 FEET NORTHEAST OF A FENCE LINE.
 GC2253'
 GC2253'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC2253'
 GC2253'OBSERVATIONS WERE TAKEN FROM A 4 FOOT STAND.
 GC2253
 GC2253                          STATION RECOVERY (1961)
 GC2253
 GC2253'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2253'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 GC2253'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE REFERENCE
 GC2253'MARKS AND THE STATION AND WERE FOUND TO CHECK THE 1953 MEASUREMENTS.
 GC2253'THE 1953 DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0620 ***********************************************************************
 GC0620  DESIGNATION -  CLIFTON
 GC0620  PID         -  GC0620
 GC0620  STATE/COUNTY-  TN/DAVIDSON
 GC0620  USGS QUAD   -  OAK HILL (1968)
 GC0620
 GC0620                         *CURRENT SURVEY CONTROL
 GC0620  ___________________________________________________________________
 GC0620* NAD 83(1995)-  36 06 50.32495(N)    086 47 33.93207(W)     ADJUSTED  
 GC0620* NAVD 88     -       169.864  (meters)     557.30   (feet)  ADJUSTED  
 GC0620  ___________________________________________________________________
 GC0620  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GC0620  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0620  DYNAMIC HT  -         169.718 (meters)     556.82  (feet)  COMP
 GC0620  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC0620
 GC0620  HORZ ORDER  -  SECOND
 GC0620  VERT ORDER  -  SECOND    CLASS 0
 GC0620
 GC0620.The horizontal coordinates were established by classical geodetic methods
 GC0620.and adjusted by the National Geodetic Survey in April 1999..
 GC0620
 GC0620.The orthometric height was determined by differential leveling
 GC0620.and adjusted by the National Geodetic Survey in June 1991..
 GC0620
 GC0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0620
 GC0620.The geoid height was determined by GEOID03.
 GC0620
 GC0620.The dynamic height is computed by dividing the NAVD 88
 GC0620.geopotential number by the normal gravity value computed on the
 GC0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0620.degrees latitude (g = 980.6199 gals.).
 GC0620
 GC0620.The modeled gravity was interpolated from observed gravity values.
 GC0620
 GC0620;                    North         East     Units Scale Factor Converg.
 GC0620;SPC TN       -   197,851.088   528,628.544   MT  0.99996030   -0 27 50.8
 GC0620;SPC TN       -   649,116.44  1,734,342.15   sFT  0.99996030   -0 27 50.8
 GC0620;UTM  16      - 3,996,610.409   518,651.245   MT  0.99960429   +0 07 19.7
 GC0620
 GC0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0620!SPC TN       -   0.99997792  x   0.99996030  =   0.99993822
 GC0620!UTM  16      -   0.99997792  x   0.99960429  =   0.99958222
 GC0620
 GC0620:                Primary Azimuth Mark                     Grid Az
 GC0620:SPC TN       -  NASHVILLE TV STA WSM MICROWAVE           004 54 07.6
 GC0620:UTM  16      -  NASHVILLE TV STA WSM MICROWAVE           004 18 57.1
 GC0620
 GC0620|---------------------------------------------------------------------|
 GC0620| PID    Reference Object                     Distance      Geod. Az  |
 GC0620|                                                           dddmmss.s |
 GC0620| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 1.8 KM 0042616.8 |
 GC0620| GC0621 CLIFTON RM 1                         36.570 METERS 20023     |
 GC0620| GC0622 CLIFTON RM 2                         28.773 METERS 28559     |
 GC0620|---------------------------------------------------------------------|
 GC0620
 GC0620                          SUPERSEDED SURVEY CONTROL
 GC0620
 GC0620  NAD 83(1995)-  36 06 50.32712(N)    086 47 33.93401(W) AD(       ) 2
 GC0620  NAD 83(1995)-  36 06 50.32885(N)    086 47 33.93388(W) AD(       ) 2
 GC0620  NAD 83(1986)-  36 06 50.33501(N)    086 47 33.93519(W) AD(       ) 2
 GC0620  NAD 27      -  36 06 50.12510(N)    086 47 33.93540(W) AD(       ) 2
 GC0620  NGVD 29 (??/??/92)  169.885  (m)          557.36   (f) ADJ UNCH    2 0
 GC0620
 GC0620.Superseded values are not recommended for survey control.
 GC0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0620.See file dsdata.txt to determine how the superseded data were derived.
 GC0620
 GC0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1865196610(NAD 83)
 GC0620_MARKER: DS = TRIANGULATION STATION DISK
 GC0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0620_STAMPING: CLIFTON 1959
 GC0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0620+STABILITY: SURFACE MOTION
 GC0620
 GC0620  HISTORY     - Date     Condition        Report By
 GC0620  HISTORY     - 1959     MONUMENTED       CGS
 GC0620  HISTORY     - 1960     GOOD             NGS
 GC0620
 GC0620                          STATION DESCRIPTION
 GC0620
 GC0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0620'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF DOWNTOWN NASHVILLE,
 GC0620'ABOUT 0.1 MILE SOUTH OF THE SOUTH CITY LIMITS, IN THE LAWN OF THE
 GC0620'STEPHEN FOSTER APARTMENTS WHICH IS JUST WEST OF THE INTERSECTION OF
 GC0620'GRANNY WHITE PIKE AND CLIFTON AVENUE AND ON MR. J. E. CRAIN
 GC0620'PROPERTY.
 GC0620'
 GC0620'STATION MARK IS 78 FEET NORTH OF THE NORTH EDGE OF PAVED PARKING AREA
 GC0620'AND 38 FEET SOUTH OF THE CENTER OF CLIFTON AVENUE. THE MARK IS SET
 GC0620'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CLIFTON 1959.
 GC0620'
 GC0620'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE NORTHEAST CORNER OF THE
 GC0620'BRICK HOUSE, 2 FEET SOUTH OF THE SOUTH EDGE OF DRIVEWAY AND 1
 GC0620'FOOT EAST OF THE WEST EDGE OF THE SIDE WALK. THE MARK IS A STANDARD
 GC0620'DISK CEMENTED IN A DRILL HOLE IN THE SIDE WALL, SET FLUSH WITH
 GC0620'THE SIDE WALL AND IS STAMPED CLIFTON NO. 1 1959.
 GC0620'
 GC0620'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF A POWER LINE POLE WITH A
 GC0620'SMALL TRANSFORMER ON THE POLE, SET FLUSH WITH THE SURFACE OF
 GC0620'THE GROUND AND IS STAMPED CLIFTON NO. 2 1959.
 GC0620'
 GC0620'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 GC0620'
 GC0620'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 GC0620
 GC0620                          STATION RECOVERY (1960)
 GC0620
 GC0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0620'AT NASHVILLE.
 GC0620'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF DOWNTOWN NASHVILLE,
 GC0620'ABOUT 0.1 MILE SOUTH OF THE SOUTH CITY LIMITS, IN THE LAWN OF THE
 GC0620'STEPHEN FOSTER APARTMENTS WHICH IS JUST WEST OF THE INTERSECTION
 GC0620'OF GRANNY WHITE PIKE AND CLIFTON AVENUE AND ON MR. J.E. CRAIN
 GC0620'PROPERTY.  THE STATION MARK IS 78 FT. NORTH OF THE NORTH EDGE OF
 GC0620'PAVED PARKING AREA AND 38 FT. SOUTH OF THE CENTER OF CLIFTON AVENUE,
 GC0620'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 GC0620'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1613 ***********************************************************************
 FD1613  DESIGNATION -  CLIFTON
 FD1613  PID         -  FD1613
 FD1613  STATE/COUNTY-  TN/WAYNE
 FD1613  USGS QUAD   -  CLIFTON (1972)
 FD1613
 FD1613                         *CURRENT SURVEY CONTROL
 FD1613  ___________________________________________________________________
 FD1613* NAD 83(1995)-  35 25 09.88130(N)    087 58 30.20915(W)     ADJUSTED  
 FD1613* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 FD1613  ___________________________________________________________________
 FD1613  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FD1613  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1613
 FD1613  HORZ ORDER  -  SECOND
 FD1613
 FD1613.The horizontal coordinates were established by classical geodetic methods
 FD1613.and adjusted by the National Geodetic Survey in April 1999..
 FD1613
 FD1613.The orthometric height was scaled from a topographic map.
 FD1613
 FD1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1613
 FD1613.The geoid height was determined by GEOID03.
 FD1613
 FD1613;                    North         East     Units Scale Factor Converg.
 FD1613;SPC TN       -   122,309.795   420,642.138   MT  0.99997443   -1 09 22.6
 FD1613;SPC TN       -   401,278.05  1,380,056.75   sFT  0.99997443   -1 09 22.6
 FD1613;UTM  16      - 3,919,992.375   411,479.306   MT  0.99969656   -0 33 54.5
 FD1613
 FD1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1613!SPC TN       -   0.99997145  x   0.99997443  =   0.99994588
 FD1613!UTM  16      -   0.99997145  x   0.99969656  =   0.99966802
 FD1613
 FD1613:                Primary Azimuth Mark                     Grid Az
 FD1613:SPC TN       -  MAYBERRY                                 028 41 47.5
 FD1613:UTM  16      -  MAYBERRY                                 028 06 19.4
 FD1613
 FD1613|---------------------------------------------------------------------|
 FD1613| PID    Reference Object                     Distance      Geod. Az  |
 FD1613|                                                           dddmmss.s |
 FD1613| FD1031 MAYBERRY                            APPROX. 9.3 KM 0273224.9 |
 FD1613| CG5113 CLIFTON RM 1                         22.680 METERS 03853     |
 FD1613| FD1347 CLIFTON AZ MK                                      0801317.7 |
 FD1613| CG5114 CLIFTON RM 2                         23.790 METERS 24739     |
 FD1613|---------------------------------------------------------------------|
 FD1613
 FD1613                          SUPERSEDED SURVEY CONTROL
 FD1613
 FD1613  NAD 83(1995)-  35 25 09.88670(N)    087 58 30.20930(W) AD(       ) 2
 FD1613  NAD 83(1995)-  35 25 09.88697(N)    087 58 30.20984(W) AD(       ) 2
 FD1613  NAD 83(1986)-  35 25 09.89107(N)    087 58 30.20963(W) AD(       ) 2
 FD1613  NAD 27      -  35 25 09.62100(N)    087 58 30.10400(W) AD(       ) 2
 FD1613
 FD1613.Superseded values are not recommended for survey control.
 FD1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1613.See file dsdata.txt to determine how the superseded data were derived.
 FD1613
 FD1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1147919992(NAD 83)
 FD1613_MARKER: DS = TRIANGULATION STATION DISK
 FD1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1613
 FD1613  HISTORY     - Date     Condition        Report By
 FD1613  HISTORY     - 1934     MONUMENTED       CGS
 FD1613  HISTORY     - 1950     GOOD             TVA
 FD1613  HISTORY     - 1962     GOOD             CGS
 FD1613
 FD1613                          STATION DESCRIPTION
 FD1613
 FD1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1613'ABOUT 2.5 MILES NORTH-NORTHEAST OF CLIFTON, ABOUT 0.5 MILE NORTH OF
 FD1613'TENNESSEE RIVER,
 FD1613'IN APPROXIMATE CENTER OF SUMMIT OF HILL, AND 12.4
 FD1613'FEET EAST OF 12-INCH HICKORY TREE
 FD1613'WITH TRIANGULAR BLAZE.  TO REACH
 FD1613'FROM RIVER FRONT AT CLIFTON, FOLLOW LINDEN-CLIFTON
 FD1613'ROAD NORTHEAST 3.8
 FD1613'MILES TO OLD STORE ON LEFT (AL STEELES HOME) AND DIM WAGON ROAD
 FD1613'LEADING TO WEST UP
 FD1613'RIDGE, TURN WEST ONTO OLD AND GO ABOUT 0.7 MILE TO
 FD1613'END OF TRUCK TRAVEL AT BASE OF HILL,
 FD1613'AND CONTINUE ABOUT 0.25 MILE UP
 FD1613'HILL TO HIGHEST POINT OF RIDGE AND STATION.  SURFACE
 FD1613'AND UNDERGROUND
 FD1613'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1613'REFERENCE AND
 FD1613'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 FD1613'NO 1 IS ON NORTHEAST
 FD1613'EDGE OF SUMMIT AND 74.41 FEET FROM
 FD1613'STATION N 38 DEG 53 MIN E. NO 2, STAMPED
 FD1613'II, IS ON WEST EDGE
 FD1613'OF SUMMIT AND 78.05 FEET FROM STATION S 67 DEG 39 MIN W.
 FD1613'AZIMUTH MARK IS 8
 FD1613'FEET EAST OF CENTER OF LINDEN-CLIFTON ROAD, 528
 FD1613'FEET NORTH OF HOME OF MR ALTENCUP,
 FD1613'ON TOP OF BANK, 2 FEET WEST OF
 FD1613'FENCE, AND 0.6 MILE FROM STATION N 80 DEG 13 MIN E.
 FD1613
 FD1613                          STATION RECOVERY (1950)
 FD1613
 FD1613'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (MAH)
 FD1613'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED CLIFTON 1934.
 FD1613'STEEL POST WITH
 FD1613'CONTROL MARKER SIGN SET 2 FEET N OF MARK.
 FD1613'
 FD1613'AZIMUTH MARK DESTROYED WHEN NEW ROAD WAS BUILT.  FOUND MARKER LYING
 FD1613'ON SIDE ON ROAD.
 FD1613'
 FD1613'STATION IS LOCATED 4.25 MILES NE OF CLIFTON.
 FD1613
 FD1613                          STATION RECOVERY (1962)
 FD1613
 FD1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1613'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1613'RECOVERED AND FOUND IN
 FD1613'GOOD CONDITION.  A SEARCH WAS MADE TO RECOVER THE DISK FROM
 FD1613'THE DESTROYED AZIMUTH MARK
 FD1613'AS REPORTED BY TVA IN 1950, BUT THE OLD
 FD1613'MARK COULD NOT BE FOUND.
 FD1613'
 FD1613'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1613'
 FD1613'THE MARK IS ON THE PROPERTY OF MR WILLIAM GARDNER, ON TOP OF BEECH
 FD1613'CREEK BLUFF, ABOUT 2.5 MILES
 FD1613'NORTH-NORTHEAST OF CLIFTON, AND OVERLOOKS THE
 FD1613'TENNESSEE RIVER TO THE NORTH AND WEST.
 FD1613'
 FD1613'TO REACH FROM THE POST OFFICE IN CLIFTON, GO NORTH ON STATE ROUTE 114
 FD1613'FOR 0.15 MILE TO WHERE
 FD1613'STATE ROUTE 114 MEETS THE FERRY ACROSS THE TENNESSEE
 FD1613'RIVER AND A PAVED CROSSROAD.
 FD1613'HERE TURN RIGHT ON THE LINDEN-CLIFTON
 FD1613'ROAD AND GO EAST AND NORTH ALONG THE RIVER FOR
 FD1613'3.75 MILES TO A
 FD1613'GRAVELED ROAD LEFT JUST BEFORE COMING TO TWO HOUSES IN THE
 FD1613'NORTHWEST ANGLE,
 FD1613'TURN LEFT, SOUTHWESTERLY, ON THIS GRAVELED ROAD AND GO 0.25
 FD1613'MILE TO A LARGE STOCKPILE
 FD1613'OF CRUSHED ROCK ON THE RIGHT AND THE
 FD1613'TENNESSEE RIVER BLUFF STRAIGHT AHEAD.  HERE
 FD1613'TURN SHARP RIGHT AROUND
 FD1613'THE WEST DISE OF THIS STOCKPILE AND GO IN A GENERALLY
 FD1613'NORTHWEST
 FD1613'DIRECTION ON A WOODS ROAD FOR 0.65 MILE TO A LARGE, BLAZED, OAK TREE
 FD1613'ON THE RIGHT AND
 FD1613'END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHERLY
 FD1613'UP A STEEP, HEAVILY WOODED SLOPE
 FD1613'FOR ABOUT 0.2 MILE TO THE HIGHEST
 FD1613'POINT AND THE STATION.  THIS IS ABOUT A 10 MINUTE PACK.
 FD1613'
 FD1613'THE STATION IS 34 FEET WEST OF A 12-INCH, TRIANGLE BLAZED HICKORY
 FD1613'TREE, 17 FEET NORTH OF A
 FD1613'14-INCH, TRIANGLE BLAZED OAK TREE, 11 FEET SOUTHEAST OF AN
 FD1613'18-INCH, TRIANGLE BLAZED
 FD1613'HICKORY TREE, AND 1.0 FOOT SOUTH OF A METAL
 FD1613'WITNESS POST AND SIGN.  IT IS A STANDARD
 FD1613'DISK SET IN THE TOP OF A
 FD1613'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES
 FD1613'AND THE DISK
 FD1613'IS STAMPED CLIFTON 1934.
 FD1613'
 FD1613'REFERENCE MARK NO 1 IS ON THE NORTHEAST SLOPE OF THE HILL, 17 FEET
 FD1613'SOUTHEAST OF A 14 INCH,
 FD1613'TRIANGLE BLAZED HICKORY TREE AND 8 FEET NORTH OF A
 FD1613'10-INCH, TRIANGLE BLAZED
 FD1613'HICKORY TREE.  IT IS A STANDARD DISK SET IN
 FD1613'THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1613'MONUMENT THAT PROJECTS 6 INCHES
 FD1613'AND THE DISK IS STAMPED CLIFTON NO 1 1934.
 FD1613'
 FD1613'REFERENCE MARK NO 2 IS ON THE WEST SLOPE OF THE HILL, 25 FEET NORTH
 FD1613'OF A 12-INCH,
 FD1613'TRIANGLE BLAZED OAK TREE, 17 FEET SOUTHEAST OF A 12-INCH,
 FD1613'TRIANGLE BLAZED HICKORY
 FD1613'TREE, AND 12 FEET WEST OF A 10-INCH, TRIANGLE
 FD1613'BLAZED HICKORY TREE.  IT IS A STANDARD
 FD1613'DISK SET IN THE TOP OF A
 FD1613'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES
 FD1613'AND THE DISK
 FD1613'IS STAMPED CLIFTON NO II 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0621 ***********************************************************************
 GC0621  DESIGNATION -  CLIFTON RM 1
 GC0621  PID         -  GC0621
 GC0621  STATE/COUNTY-  TN/DAVIDSON
 GC0621  USGS QUAD   -  OAK HILL (1968)
 GC0621
 GC0621                         *CURRENT SURVEY CONTROL
 GC0621  ___________________________________________________________________
 GC0621* NAD 83(1986)-  36 06 50.     (N)    086 47 33.     (W)     SCALED    
 GC0621* NAVD 88     -       170.288  (meters)     558.69   (feet)  ADJUSTED  
 GC0621  ___________________________________________________________________
 GC0621  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0621  DYNAMIC HT  -         170.141 (meters)     558.20  (feet)  COMP
 GC0621  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC0621
 GC0621  VERT ORDER  -  SECOND    CLASS 0
 GC0621
 GC0621.The horizontal coordinates were scaled from a topographic map and have
 GC0621.an estimated accuracy of +/- 6 seconds.
 GC0621
 GC0621.The orthometric height was determined by differential leveling
 GC0621.and adjusted by the National Geodetic Survey in June 1991..
 GC0621
 GC0621.The geoid height was determined by GEOID03.
 GC0621
 GC0621.The dynamic height is computed by dividing the NAVD 88
 GC0621.geopotential number by the normal gravity value computed on the
 GC0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0621.degrees latitude (g = 980.6199 gals.).
 GC0621
 GC0621.The modeled gravity was interpolated from observed gravity values.
 GC0621
 GC0621;                    North         East    Units  Estimated Accuracy
 GC0621;SPC TN       -   197,840.      528,650.      MT  (+/- 180 meters Scaled)
 GC0621
 GC0621                          SUPERSEDED SURVEY CONTROL
 GC0621
 GC0621  NGVD 29 (??/??/92)  170.309  (m)          558.76   (f) ADJ UNCH    2 0
 GC0621
 GC0621.Superseded values are not recommended for survey control.
 GC0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0621.See file dsdata.txt to determine how the superseded data were derived.
 GC0621
 GC0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE186966(NAD 83)
 GC0621_MARKER: DR = REFERENCE MARK DISK
 GC0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0621_SP_SET: SIDEWALK
 GC0621_STAMPING: CLIFTON NO 1 1959
 GC0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0621
 GC0621  HISTORY     - Date     Condition        Report By
 GC0621  HISTORY     - 1959     MONUMENTED       CGS
 GC0621  HISTORY     - 1960     GOOD             NGS
 GC0621
 GC0621                          STATION DESCRIPTION
 GC0621
 GC0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0621'AT NASHVILLE.
 GC0621'THIS MARK IS LOCATED AT THE CLIFTON 1959 STATION SITE, 120 FT.
 GC0621'SOUTHWEST OF THE STATION MARK, 25 FT. EAST OF THE NORTHEAST CORNER
 GC0621'OF THE BRICK HOUSE, 2 FT. SOUTH OF THE SOUTH EDGE OF DRIVEWAY AND
 GC0621'1 FT. EAST OF THE WEST EDGE OF THE SIDEWALK, DRILLED IN THE TOP
 GC0621'OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0622 ***********************************************************************
 GC0622  DESIGNATION -  CLIFTON RM 2
 GC0622  PID         -  GC0622
 GC0622  STATE/COUNTY-  TN/DAVIDSON
 GC0622  USGS QUAD   -  OAK HILL (1968)
 GC0622
 GC0622                         *CURRENT SURVEY CONTROL
 GC0622  ___________________________________________________________________
 GC0622* NAD 83(1986)-  36 06 50.     (N)    086 47 33.     (W)     SCALED    
 GC0622* NAVD 88     -       169.995  (meters)     557.73   (feet)  ADJUSTED  
 GC0622  ___________________________________________________________________
 GC0622  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0622  DYNAMIC HT  -         169.849 (meters)     557.25  (feet)  COMP
 GC0622  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC0622
 GC0622  VERT ORDER  -  SECOND    CLASS 0
 GC0622
 GC0622.The horizontal coordinates were scaled from a topographic map and have
 GC0622.an estimated accuracy of +/- 6 seconds.
 GC0622
 GC0622.The orthometric height was determined by differential leveling
 GC0622.and adjusted by the National Geodetic Survey in June 1991..
 GC0622
 GC0622.The geoid height was determined by GEOID03.
 GC0622
 GC0622.The dynamic height is computed by dividing the NAVD 88
 GC0622.geopotential number by the normal gravity value computed on the
 GC0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0622.degrees latitude (g = 980.6199 gals.).
 GC0622
 GC0622.The modeled gravity was interpolated from observed gravity values.
 GC0622
 GC0622;                    North         East    Units  Estimated Accuracy
 GC0622;SPC TN       -   197,840.      528,650.      MT  (+/- 180 meters Scaled)
 GC0622
 GC0622                          SUPERSEDED SURVEY CONTROL
 GC0622
 GC0622  NGVD 29 (??/??/92)  170.017  (m)          557.80   (f) ADJ UNCH    2 0
 GC0622
 GC0622.Superseded values are not recommended for survey control.
 GC0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0622.See file dsdata.txt to determine how the superseded data were derived.
 GC0622
 GC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE186966(NAD 83)
 GC0622_MARKER: DR = REFERENCE MARK DISK
 GC0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0622_STAMPING: CLIFTON NO 2 1959
 GC0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0622+STABILITY: SURFACE MOTION
 GC0622
 GC0622  HISTORY     - Date     Condition        Report By
 GC0622  HISTORY     - 1959     MONUMENTED       CGS
 GC0622  HISTORY     - 1960     GOOD             NGS
 GC0622
 GC0622                          STATION DESCRIPTION
 GC0622
 GC0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0622'AT NASHVILLE.
 GC0622'THIS MARK IS LOCATED AT THE CLIFTON 1959 STATION SITE, 94.4 FT.
 GC0622'NORTHWEST OF THE STATION MARK, AND 2 FT. SOUTH OF A POWER LINE POLE
 GC0622'WITH A SMALL TRANSFORMER ON THE POLE, IN THE TOP OF A CONCRETE
 GC0622'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2080 ***********************************************************************
 GC2080  DESIGNATION -  CLIFTY
 GC2080  PID         -  GC2080
 GC2080  STATE/COUNTY-  TN/MACON
 GC2080  USGS QUAD   -  WESTMORELAND (1979)
 GC2080
 GC2080                         *CURRENT SURVEY CONTROL
 GC2080  ___________________________________________________________________
 GC2080* NAD 83(1995)-  36 32 09.13630(N)    086 08 47.15234(W)     ADJUSTED  
 GC2080* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 GC2080  ___________________________________________________________________
 GC2080  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 GC2080  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GC2080
 GC2080  HORZ ORDER  -  SECOND
 GC2080
 GC2080.The horizontal coordinates were established by classical geodetic methods
 GC2080.and adjusted by the National Geodetic Survey in April 1999..
 GC2080
 GC2080.The orthometric height was scaled from a topographic map.
 GC2080
 GC2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2080
 GC2080.The geoid height was determined by GEOID03.
 GC2080
 GC2080;                    North         East     Units Scale Factor Converg.
 GC2080;SPC TN       -   244,386.502   586,886.820   MT  1.00002331   -0 05 08.6
 GC2080;SPC TN       -   801,791.38  1,925,477.84   sFT  1.00002331   -0 05 08.6
 GC2080;UTM  16      - 4,043,725.906   576,407.135   MT  0.99967193   +0 30 29.4
 GC2080
 GC2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2080!SPC TN       -   0.99995460  x   1.00002331  =   0.99997791
 GC2080!UTM  16      -   0.99995460  x   0.99967193  =   0.99962654
 GC2080
 GC2080:                Primary Azimuth Mark                     Grid Az
 GC2080:SPC TN       -  LAFAYETTE MUNICIPAL TANK                 095 18 41.9
 GC2080:UTM  16      -  LAFAYETTE MUNICIPAL TANK                 094 43 03.9
 GC2080
 GC2080|---------------------------------------------------------------------|
 GC2080| PID    Reference Object                     Distance      Geod. Az  |
 GC2080|                                                           dddmmss.s |
 GC2080| GC2076 LAFAYETTE MUNICIPAL TANK            APPROX.11.1 KM 0951333.3 |
 GC2080| CG5116 CLIFTY RM 1                          21.699 METERS 10334     |
 GC2080| CG5117 CLIFTY RM 2                          32.985 METERS 20029     |
 GC2080| CG5115 CLIFTY AZ MK                                       2961254.7 |
 GC2080|---------------------------------------------------------------------|
 GC2080
 GC2080                          SUPERSEDED SURVEY CONTROL
 GC2080
 GC2080  NAD 83(1995)-  36 32 09.13669(N)    086 08 47.15302(W) AD(       ) 2
 GC2080  NAD 83(1995)-  36 32 09.14534(N)    086 08 47.15640(W) AD(       ) 2
 GC2080  NAD 83(1986)-  36 32 09.14633(N)    086 08 47.15592(W) AD(       ) 2
 GC2080  NAD 27      -  36 32 08.97900(N)    086 08 47.20700(W) AD(       ) 2
 GC2080
 GC2080.Superseded values are not recommended for survey control.
 GC2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2080.See file dsdata.txt to determine how the superseded data were derived.
 GC2080
 GC2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7640743726(NAD 83)
 GC2080_MARKER: DS = TRIANGULATION STATION DISK
 GC2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2080
 GC2080  HISTORY     - Date     Condition        Report By
 GC2080  HISTORY     - 1950     MONUMENTED       CGS
 GC2080
 GC2080                          STATION DESCRIPTION
 GC2080
 GC2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2080'STATION IS LOCATED 6 MILES NORTHWEST OF LAFAYETTE AND 6 MILES
 GC2080'SOUTHEAST OF WESTMORELAND.  IT IS 62 FEET SOUTHWEST OF THE NORTHWEST
 GC2080'CORNER OF BARN, 35 FEET WEST OF THE SOUTHWEST CORNER OF BARN, 22 FEET
 GC2080'NORTH OF THE CENTER OF GRAVEL ROAD, 3 FEET NORTHEAST OF A
 GC2080'FENCELINE AND 8 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 GC2080'PROJECTS 2 INCHES AND THE DISK IS STAMPED CLIFTY 1950.
 GC2080'
 GC2080'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 GC2080'20 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF BARN, 13 FEET NORTH OF
 GC2080'A FENCELINE AND 1 FOOT NORTH OF A FENCELINE. THE MARK IS FLUSH AND
 GC2080'THE DISK IS STAMPED CLIFTY NO 1 1950.
 GC2080'
 GC2080'REFERENCE MARK NO. 2 IS 98 FEET SOUTH OF THE CENTER OF GRAVEL ROAD,
 GC2080'44 FEET SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE AND 1 FOOT
 GC2080'EAST OF THE NORTHEAST CORNER OF A SMALL FRAME BUILDING. THE MARK
 GC2080'PROJECTS 4 INCHES AND THE DISK IS STAMPED CIFTY NO 2 1950.
 GC2080'
 GC2080'AZIMUTH MARK IS 11 FEET SOUTH OF THE CENTER OF GRAVEL ROAD AND 2 FEET
 GC2080'WEST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 8 INCHES AND
 GC2080'THE DISK IS STAMPED CLIFTY 1950.
 GC2080'
 GC2080'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE MACON COUNTY
 GC2080'COURT HOUSE SQUARE IN LAFAYETTE, GO WEST ON STATE HIGHWAY NO. 52
 GC2080'FOR 8.9 MILES TO A GRAVEL CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO
 GC2080'NORTH FOR 0.45 MILE TO A GRAVEL T-ROAD RIGHT, CONTINUE NORTH ON
 GC2080'GRAVEL ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2080'
 GC2080'TO REACH THE AZIMUTH MARK FROM THE STATION. GO SOUTH ON GRAVEL ROAD
 GC2080'FOR 0.4 MILE TO A GRAVEL T-ROAD RIGHT, TURN RIGHT AND GO 0.5 TO A
 GC2080'FORK IN ROAD. TAKE RIGHT FORK AND GO 0.5 MILE TO THE AZIMUTH MARK ON
 GC2080'THE RIGHT.
 GC2080'
 GC2080'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2603 ***********************************************************************
 GB2603  DESIGNATION -  CLIMB
 GB2603  PID         -  GB2603
 GB2603  STATE/COUNTY-  TN/MORGAN
 GB2603  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2603
 GB2603                         *CURRENT SURVEY CONTROL
 GB2603  ___________________________________________________________________
 GB2603* NAD 83(1995)-  36 08 12.50127(N)    084 37 37.46827(W)     ADJUSTED  
 GB2603* NAVD 88     -       338.7    (meters)    1111.     (feet)  VERTCON   
 GB2603  ___________________________________________________________________
 GB2603  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GB2603  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GB2603
 GB2603  HORZ ORDER  -  SECOND
 GB2603
 GB2603.The horizontal coordinates were established by classical geodetic methods
 GB2603.and adjusted by the National Geodetic Survey in April 1999..
 GB2603
 GB2603.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2603
 GB2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2603
 GB2603.The geoid height was determined by GEOID03.
 GB2603
 GB2603;                    North         East     Units Scale Factor Converg.
 GB2603;SPC TN       -   200,961.533   723,565.160   MT  0.99996232   +0 48 13.6
 GB2603;SPC TN       -   659,321.30  2,373,896.70   sFT  0.99996232   +0 48 13.6
 GB2603;UTM  16      - 4,001,730.634   713,514.888   MT  1.00016175   +1 23 59.6
 GB2603
 GB2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2603!SPC TN       -   0.99995144  x   0.99996232  =   0.99991376
 GB2603!UTM  16      -   0.99995144  x   1.00016175  =   1.00011318
 GB2603
 GB2603|---------------------------------------------------------------------|
 GB2603| PID    Reference Object                     Distance      Geod. Az  |
 GB2603|                                                           dddmmss.s |
 GB2603| DB9039 CLIMB RM 1                            8.950 METERS 19601     |
 GB2603| DB9040 CLIMB RM 2                            9.387 METERS 25347     |
 GB2603| DB9038 CLIMB AZ MK                                        3221815.6 |
 GB2603|---------------------------------------------------------------------|
 GB2603
 GB2603                          SUPERSEDED SURVEY CONTROL
 GB2603
 GB2603  NAD 83(1995)-  36 08 12.50641(N)    084 37 37.46932(W) AD(       ) 2
 GB2603  NAD 83(1995)-  36 08 12.50881(N)    084 37 37.47156(W) AD(       ) 2
 GB2603  NAD 83(1986)-  36 08 12.51240(N)    084 37 37.46842(W) AD(       ) 2
 GB2603  NAD 27      -  36 08 12.23977(N)    084 37 37.67512(W) AD(       ) 2
 GB2603  NGVD 29 (07/19/86)  338.8    (m)         1112.     (f) VERT ANG       
 GB2603
 GB2603.Superseded values are not recommended for survey control.
 GB2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2603.See file dsdata.txt to determine how the superseded data were derived.
 GB2603
 GB2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1351501731(NAD 83)
 GB2603_MARKER: DD = SURVEY DISK
 GB2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2603
 GB2603  HISTORY     - Date     Condition        Report By
 GB2603  HISTORY     - 1965     MONUMENTED       TNHD
 GB2603
 GB2603                          STATION DESCRIPTION
 GB2603
 GB2603'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2603'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF WARTBURG.
 GB2603'
 GB2603'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2603'ROUTE 62 IN WARTBURG, GO 3.7 MILES NORTHERLY ON U.S. HIGHWAY 27 TO
 GB2603'THE BANK OF A HIGHWAY CUT AND THE STATION ON THE RIGHT ABOUT 200 FEET
 GB2603'NORTHEAST OF THE HIGHWAY.
 GB2603'
 GB2603'THE STATION IS AT THE WEST EDGE OF A RIGHT-OF-WAY CLEARING, 25 FEET
 GB2603'NORTHEAST OF A 13-INCH PINE TREE AND 1.5 FEET SOUTHWEST OF A
 GB2603'WITNESS POST AND SIGN.  THE SURFACE AND UNDERGROUND MARKS ARE
 GB2603'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2603'CLIMB 1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB2603'SURFACE.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2603'FLUSH, CONCRETE MONUMENT.
 GB2603'
 GB2603'REFERENCE MARK NO. 1 IS 17 FEET SOUTHEAST OF A 13-INCH PINE TREE AND
 GB2603'12 FEET NORTHEAST OF AN 8-INCH OAK TREE.  IT IS A STANDARD
 GB2603'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2603'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CLIMB RM-1
 GB2603'1965.
 GB2603'
 GB2603'REFERENCE MARK NO. 2 IS 15 FEET SOUTHWEST OF THE WEST EDGE OF THE
 GB2603'RIGHT-OF-WAY CLEARING AND 11 FEET NORTHWEST OF A 13-INCH PINE
 GB2603'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB2603'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2603'IS STAMPED CLIMB RM-2 1965.
 GB2603'
 GB2603'THE AZIMUTH MARK IS 23 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2603'U.S. HIGHWAY 27 AND 9 FEET WEST OF A TELEPHONE POLE WITH A WITNESS
 GB2603'SIGN ATTACHED.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2603'CEMENTED FLUSH IN A DRILL HOLE IN THE NORTHWEST END OF A CONCRETE
 GB2603'CULVERT AND THE DISK IS STAMPED CLIMB AZI 1965.
 GB2603'
 GB2603'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY ON
 GB2603'U.S. HIGHWAY 27 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS
 GB2603'DESCRIBED.
 GB2603'
 GB2603'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2603'
 GB2603'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3542 ***********************************************************************
 GA3542  DESIGNATION -  CLINCH RESET
 GA3542  PID         -  GA3542
 GA3542  STATE/COUNTY-  TN/UNION
 GA3542  USGS QUAD   -  LUTTRELL (1988)
 GA3542
 GA3542                         *CURRENT SURVEY CONTROL
 GA3542  ___________________________________________________________________
 GA3542* NAD 83(1995)-  36 10 32.78407(N)    083 43 28.24183(W)     ADJUSTED  
 GA3542* NAVD 88     -       709.3    (meters)    2327.     (feet)  VERTCON   
 GA3542  ___________________________________________________________________
 GA3542  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GA3542  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA3542
 GA3542  HORZ ORDER  -  FIRST
 GA3542
 GA3542.The horizontal coordinates were established by classical geodetic methods
 GA3542.and adjusted by the National Geodetic Survey in April 1999..
 GA3542
 GA3542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3542
 GA3542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3542
 GA3542.The geoid height was determined by GEOID03.
 GA3542
 GA3542;                    North         East     Units Scale Factor Converg.
 GA3542;SPC TN       -   206,798.187   804,684.793   MT  0.99996613   +1 19 55.8
 GA3542;SPC TN       -   678,470.39  2,640,036.69   sFT  0.99996613   +1 19 55.8
 GA3542;UTM  17      - 4,006,884.923   254,964.078   MT  1.00033987   -1 36 32.3
 GA3542
 GA3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3542!SPC TN       -   0.99989352  x   0.99996613  =   0.99985966
 GA3542!UTM  17      -   0.99989352  x   1.00033987  =   1.00023336
 GA3542
 GA3542|---------------------------------------------------------------------|
 GA3542| PID    Reference Object                     Distance      Geod. Az  |
 GA3542|                                                           dddmmss.s |
 GA3542| DB9042 CLINCH RM 1                           7.943 METERS 13603     |
 GA3542| DB9044 CLINCH RM 3                           7.944 METERS 13603     |
 GA3542| GA3541 BLAINE TV STATION WBIR MAST         APPROX. 4.5 KM 1795522.1 |
 GA3542| DB9043 CLINCH RM 2                           5.199 METERS 20216     |
 GA3542| DB9041 CLINCH AZ MK                                       3174333.1 |
 GA3542|---------------------------------------------------------------------|
 GA3542
 GA3542                          SUPERSEDED SURVEY CONTROL
 GA3542
 GA3542  NAD 83(1995)-  36 10 32.78857(N)    083 43 28.24420(W) AD(       ) 1
 GA3542  NAD 83(1995)-  36 10 32.79035(N)    083 43 28.24234(W) AD(       ) 1
 GA3542  NAD 83(1995)-  36 10 32.79087(N)    083 43 28.24275(W) AD(       ) 1
 GA3542  NAD 83(1986)-  36 10 32.79499(N)    083 43 28.24204(W) AD(       ) 1
 GA3542  NAD 27      -  36 10 32.49400(N)    083 43 28.58600(W) AD(       ) 1
 GA3542  NGVD 29 (07/19/86)  709.4    (m)         2327.     (f) VERT ANG       
 GA3542
 GA3542.Superseded values are not recommended for survey control.
 GA3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3542.See file dsdata.txt to determine how the superseded data were derived.
 GA3542
 GA3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5496406885(NAD 83)
 GA3542
 GA3542  HISTORY     - Date     Condition        Report By
 GA3542  HISTORY     - 1934     MONUMENTED       CGS
 GA3542  HISTORY     - 1934     GOOD             CGS
 GA3542  HISTORY     - 1935     GOOD             CGS
 GA3542  HISTORY     - 1949     GOOD             TVA
 GA3542  HISTORY     - 1964     GOOD             TNHD
 GA3542
 GA3542                          STATION DESCRIPTION
 GA3542
 GA3542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA3542'ABOUT 3 MILES NORTHEAST OF CORYTON, ABOUT 2 MILES SOUTHEAST
 GA3542'OF LUTTRELL, AND ABOUT 2 MILES
 GA3542'NORTHWEST OF BLAINE, AND ON TOP OF HIGHER AND MORE NORTHERLY OF TWO
 GA3542'POINTS AT
 GA3542'SOUTHWESTERN TERMINUS OF CLINCH FOUNTAINS.  TO REACH FROM
 GA3542'JUNCTION OF ROUTES 11W AND
 GA3542'92 IN RUTLEDGE, GO SOUTH 12 MILES ON ROUTE
 GA3542'11W TO SIGN ON LEFT (EAST) LEAS LAKE (WHICH
 GA3542'IS 1.7 MILES NORTH OF
 GA3542'BLAINE ON ROUTE 11W), TURN RIGHT (WEST) ONTO LEAS LAKE ROAD AND
 GA3542'GO 1 MILE TO DIM
 GA3542'T-ROAD ON LEFT AT TRIANGLE-BLAZED TREE, TURN LEFT AND
 GA3542'FOLLOW NARROW DIRT ROAD 0.35
 GA3542'MILE TO STREAM WHERE ROAD ENDS, THENCE
 GA3542'ON FOOT BY PATH ACROSS STREAM AND TO LEFT ABOUT
 GA3542'100 YARDS TO SPRING,
 GA3542'KEEP RIGHT-HAND PATH HERE WHICH BEARS IMMEDIATELY TO LEFT,
 GA3542'CONTINUE 150
 GA3542'YARDS AND TAKE RIGHT FORK UP DIVIDE, PROCEED 1-1/2 MILES TO
 GA3542'WATERFALL, ALONG MOST
 GA3542'PROMINENT PATH, TO TOP OF RIDGE.  STATION SITE
 GA3542'CAN BE SEEN ABOUT 700 YARDS DISTANT
 GA3542'DIRECTLY WEST ALONG TOP OF RIDGE.
 GA3542'SURFACE MARK WAS DRILL HOLE AT INTERSECTION OF
 GA3542'NORTH-AND-SOUTH AND
 GA3542'EAST-AND-WEST GROOVES CUT IN LARGE HEAVY STONE SET FIRMLY IN
 GA3542'GROUND WITH TOP
 GA3542'PROJECTING JUST ABOVE SURFACE.  THREE REFERENCE MARKS WERE
 GA3542'DRILL DOLES IN ROCKS IN SITU
 GA3542'WITH ARROWS POINTING TOWARD STATION.
 GA3542'NO.  1 WAS 26 FEET 8 INCHES FROM STATION.
 GA3542'NO.  2, 17 FEET 4 INCHES, AND NO. 3,
 GA3542'21 FEET 9
 GA3542'INCHES, N 87 DEG 25 MIN W. IN 1930 STANDARD DISKS WERE
 GA3542'SET IN DRILL HOLES OF
 GA3542'STATION SURFACE MARK AND REFERENCE MARKS NOS.
 GA3542'1 AND 2.  IN 1934 REFERENCE MARK TIES
 GA3542'WERE REMEASURED AND DESCRIBED
 GA3542'AS FOLLOWS-REFERENCE MARK NO.  1 IS STANDARD DISK IN
 GA3542'CONCRETE IN TOP
 GA3542'OF ROCK 4 FEET BY 3 FEET PROJECTION 8 INCHES ABOVE GROUND, ON TOP OF
 GA3542'RIDGE, ABOUT SAME
 GA3542'ELEVATION AS STATION, AND 26.06 FEET FROM STATION. NO. 2
 GA3542'NO. 2 IS STANDARD DISK IN CONCRETE IN
 GA3542'OUTCROPPING ROCK 2 FEET BY 3 FEET, PROJECTING 2-1/2
 GA3542'FEET AVOVE GROUND
 GA3542'ON LOWER SIDE AND 3 INCHES ON UPPER SIDE, ON EDGE OF CLIFF, 24.82
 GA3542'FEET FROM
 GA3542'REFERENCE MARK NO. 1, AND 17.05 FEET FROM STATION.
 GA3542'AZIMUTH MARK ESTABLISHED IN 1934 IS STANDARD
 GA3542'REFERENCE DISK IN CONCRETE IN LARGE
 GA3542'OUTCROPPING ROCK ABOUT 2 FEET BY
 GA3542'8 FEET PROJECTING 4 FEET ABOVE GROUND, ON WEST END OF
 GA3542'SAME KNOB AS
 GA3542'STATION, 3 FEET NORTH-NORTHEAST OF 12-INCH PINE TREE, AND 50 YARDS
 GA3542'FROM STATION.
 GA3542
 GA3542                          STATION RECOVERY (1935)
 GA3542
 GA3542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GA3542'THE STATION AND ALL REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 GA3542'IN FAIR CONDITION
 GA3542'AS FOLLOWS.
 GA3542'
 GA3542'THE STATION IS ON THE TOP OF THE HIGHER AND MORE NORTHERLY ONE OF TWO
 GA3542'PEAKS AT THE
 GA3542'SOUTHWESTERN TERMINUS OF THE CLINCH MOUNTAIN RANGE,
 GA3542'WHICH RUNS NE FROM HERE INTO
 GA3542'VIRGINIA.  IT IS ABOUT 3 MILES NE OF
 GA3542'CORRYTON.
 GA3542'
 GA3542'THE STATION MARK, A STANDARD BRONZE DISK SET IN CONCRETE, IS IN THE
 GA3542'TOP OF A FLAT ROCK
 GA3542'WHICH IS FLUSH WITH THE GROUND.  THE DISK IS SET
 GA3542'ABOUT 1/2 INCH ABOVE THE ROCK.
 GA3542'
 GA3542'REFERENCE MARK NO. 1 IS ESE OF THE STATION, ON TOP OF THE RIDGE AND
 GA3542'ABOUT THE SAME
 GA3542'ELEVATION AS THE STATION.  IT IS SET IN THE TOP OF A
 GA3542'4-BY 3-FOOT ROCK OUTCROP, WHICH
 GA3542'PROJECTS ABOUT 8 INCHES ABOVE THE
 GA3542'SURFACE.  IT IS 24.82 FEET DISTANT FROM REFERENCE
 GA3542'MARK NO.2.  THE
 GA3542'DISK IS SET ABOUT 1/2 INCH ABOVE THE ROCK.
 GA3542'
 GA3542'REFERENCE MARK NO. 2 IS S OF THE STATION ON EDGE OF CLIFF IN A 2- BY
 GA3542'3-FOOT ROCK
 GA3542'OUTCROP WHICH PROJECTS ABOUT 2-1/2 FEET ON THE LOWER SIDE
 GA3542'AND ABOUT 3 INCHES ON THE
 GA3542'UPPER SIDE TOWARD THE STATION.  THE DISK IS
 GA3542'SET ABOUY 1/2 INCH ABOVE THE ROCK.
 GA3542'
 GA3542'AZIMUTH MARK IS WNW OF THE STATION AT THE W END OF THE KNOB ON WHICH
 GA3542'THE STATION IS
 GA3542'LOCATED.  IT IS A STANDARD DISK SET IN CONCRETE IN THE
 GA3542'TOP OF A LARGE OUTCROPPING ROCK,
 GA3542'WHICH PROJECTS ABOUT 4 FEET AND IS 2
 GA3542'FEET BY 8 FEET, THE LONGEST DIMENSION RUNNING N AND
 GA3542'S.  IT IS 3 FEET
 GA3542'NNE OF A 12-INCH PINE TREE.
 GA3542'
 GA3542'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 11W AND 11E,
 GA3542'ABOUT 5 MILES E OF
 GA3542'THE CENTER OF TOWN, IN KNOXVILLE, GO NE ON ROUTE
 GA3542'11W FOR ABOUT 14 MILES TO ITS
 GA3542'INTERSECTION WITH STATE ROUTE 61 IN
 GA3542'BLAINE.  TURN LEFT ON ROUTE 61 FOR 2.2 MILES TO
 GA3542'CROSS ROAD.  TURN
 GA3542'RIGHT WITH ROUTE 61 AND CONTINUE FOR ABOUT 1.0 MILE TO A T-LANE
 GA3542'LEADING INTO
 GA3542'MR.  C.  C.  DEVAULTS HOUSE.  TURN RIGHT INTO LANE AND
 GA3542'GO 0.3 MILE TO MR.  DEVAULTS
 GA3542'HOUSE AND END OF TRUCK TRAVEL.  FROM
 GA3542'HERE TAKE TRAIL UP HOLLOW TO E FOR ABOUT 300
 GA3542'YARDS.  TURN RIGHT DOWN
 GA3542'HILL ON VERY DIM TRAIL VIA SPRING, THENCE UP SIDE OF RIDGE TO
 GA3542'GAP.  TURN LEFT
 GA3542'ALONG TOP OF RIDGE, WHICH BEARS TO LEFT IN LARGE
 GA3542'SEMI-CIRCLE, TO THE HIGHEST
 GA3542'POINT AND STATION.  TOTAL WALK ABOUT 1
 GA3542'3/4 MILES.
 GA3542'
 GA3542'NOTE-THE ABOVE DISTANCES AND DIRECTIONS WERE MEASURED AT A PREVIOUS
 GA3542'OCCUPATION.
 GA3542'
 GA3542'A 4-FOOT INSTRUMENT STAND WAS USED AND WILL CLEAR ALL LINES.
 GA3542
 GA3542                          STATION RECOVERY (1949)
 GA3542
 GA3542'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA3542'STATION RECOVERED IN GOOD CONDITION.  LOCATED ON TOP OF HIGHER AND
 GA3542'MORE NORTHERLY OF
 GA3542'TWO POINTS AT SOUTHWESTERN TERMINUS OF CLINCH
 GA3542'MOUNTAIN KNOWN AS SIGNAL POINT.  TO
 GA3542'REACH FROM JUNCTION OF ROUTES U.
 GA3542'S.  HWY 11W AND TENN.  STATE HWY 61 AT BLAINE, GO W ON
 GA3542'HWY 61 2.08
 GA3542'MILES TO CROSSROADS WHERE HWY 61 TURNS NORTH, STILL FOLLOWING HWY 61,
 GA3542'GO N 1.32 MILES TO
 GA3542'INTERSECTION OF HWY 61 AND FARM ROAD TO THE EAST
 GA3542'(0.45 MI.  N OF UNION-KNOX CO.
 GA3542'LINE), THENCE 0.27 MILE E ON FARM
 GA3542'ROAD TO END OF ROAD AT FARM HOUSE, THENCE E BY
 GA3542'FOOT 0.8 MILE ON OLD
 GA3542'WAGON ROAD ON RIGHT BANK OF BRANCH (ROAD CAN BE DRIVEN OVER WITH
 GA3542'A JEEP) TO END
 GA3542'OF ROAD, CONTINUE IN AN EASTERLY DIRECTION FOR 0.05 MILE
 GA3542'TO DRAIN, TURN LEFT (NORTHERLY
 GA3542'DIRECTION) AND GO 0.33 MILE UP THE
 GA3542'DRAIN TO FOOT PATH ON TOP OF RIDGE, TURN LEFT
 GA3542'(WESTERLY DIRECTION)
 GA3542'AND GO BY THE FOOT PATH 0.3 MILE TO STATION SITE.  STATION IS A
 GA3542'STANDARD
 GA3542'USC AND GS BRONZE TABLET IN ROCK OUTCROP WHOSE TOP JUST PROJECTS
 GA3542'ABOVE SURFACE.
 GA3542'
 GA3542'REFERENCE MARK NO. 1 BRONZE DISK HAS BEEN DESTROYED, BUT HOLE (0.06
 GA3542'FOOT DOWN) WHERE
 GA3542'DISK WAS, RECOVERED.  DISTANCE TO STATION FROM HOLE
 GA3542'IS 25.97 FEET (LEVEL).
 GA3542'
 GA3542'REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.  DISTANCE TO DRILL
 GA3542'HOLE (RM NO.  1)
 GA3542'IS 24.67 FEET (LEVEL AND DISTANCE TO STATION WAS
 GA3542'FOUND TO BE 17.11 FEET (LEVEL).
 GA3542'
 GA3542'REFERENCE MARK NO.  3 WAS DESTROYED DUE TO WEATHERING, DRILL HOLE
 GA3542'DESTROYED.
 GA3542'
 GA3542'AZIMUTH MARK RECOVERED IN GOOD CONDITION.  DISTANCE FROM STATION IS
 GA3542'100.03 FEET
 GA3542'(LEVEL).
 GA3542
 GA3542                          STATION RECOVERY (1964)
 GA3542
 GA3542'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GA3542'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK RECOVERED
 GA3542'IN GOOD CONDITION.
 GA3542'THE DISK HAD BEEN REMOVED FROM THE DRILLED HOLE AT
 GA3542'REFERENCE MARK NO.  1.  REFERENCE
 GA3542'MARK NO.  3 WAS SET IN THE
 GA3542'REFERENCE MARK NO.  1 DRILLED HOLE AND THE DISTANCE
 GA3542'WAS CHECKED.  A
 GA3542'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GA3542'
 GA3542'THE STATION IS LOCATED ON TOP OF THE HIGHEST AND MOST NORTHWESTERLY
 GA3542'OF TWO PEAKS AT THE
 GA3542'SOUTHWEST TERMINUS OF CLINCH MOUNTAIN, ABOUT 10 MILES
 GA3542'NORTHEAST OF KNOXVILLE AND ON
 GA3542'THE PROPERTY OF MR.  CHARLES WAYLAND OF
 GA3542'KNOXVILLE.
 GA3542'
 GA3542'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND U. S.
 GA3542'HIGHWAY 11W AT BLAINE,
 GA3542'WHICH IS ABOUT 14 MILES NORTHEAST OF KNOXVILLE, GO
 GA3542'NORTHEAST ON U.S.  HIGHWAY 11W
 GA3542'FOR 1.9 MILES TO A SIDE ROAD ON THE
 GA3542'LEFT, TURN LEFT ON A GRAVELED ROAD AND GO 0.95
 GA3542'MILE TO A PRIVATE
 GA3542'DRIVE ON THE LEFT AND A SIGN GAME RESERVE, TURN LEFT AND GOGO
 GA3542'0.75 MILE TO
 GA3542'THE HOME OF HOY BENNETT, TURN LEFT, CROSSING A DAM AND GO 0.7
 GA3542'MILE TO A SMALL LOG CABIN
 GA3542'ON THE RIGHT, HERE PACK UP A TRACK ROAD FOR
 GA3542'15 MINUTES TO A SIDE ROAD ON THE RIGHT, TURN
 GA3542'RIGHT AND PACK 30
 GA3542'MINUTES TO A SADDLE AND THE END OF THE TRACK ROAD, THIS MAY BE
 GA3542'DRIVEN WITH A
 GA3542'4-WHEEL DRIVE VEHICLE IN DRY WEATHER, PACK NORTHWEST OVER THE
 GA3542'FIRST PEAK THEN ACROSS A
 GA3542'SADDLE AND UP THE SECOND PEAK TO THE SUMMIT
 GA3542'AND THE STATION.
 GA3542'
 GA3542'THE STATION IS A STANDARD TRIANGULATION DISK CEMENTED IN A DRILLED
 GA3542'HOLE IN A BURIED BOULDER
 GA3542'WHICH IS FLUSH. THE DISK IS STAMPED CLINCH
 GA3542'1930.
 GA3542'
 GA3542'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  IT IS A STANDARD
 GA3542'REFERENCE MARK DISK
 GA3542'CEMENTED IN A DRILLED HOLE IN A BOULDER WHICH PROJECTS ABOUT 30
 GA3542'INCHES. THE
 GA3542'DISK IS STAMPED CLINCH NO 2 1930.
 GA3542'
 GA3542'REFERENCE MARK NO. 3 IS EAST-SOUTHEAST AND THE SAME ELEVATION OF THE
 GA3542'STATION.  IT IS A STANDARD
 GA3542'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 GA3542'DRILLED HOLE IN A 4 BY 4 FOOT ROCK
 GA3542'OUTCROP WHICH PROJECTS ABOUT 10
 GA3542'INCHES.  THE DISK IS STAMPED CLINCH NO 3 1930 1964.
 GA3542'
 GA3542'THE AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION AND AT THE
 GA3542'NORTHWEST END OF THE PEAK.
 GA3542'IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILLED
 GA3542'HOLE IN A BOULDER WHICH
 GA3542'PROJECTS ABOUT 4 FEET. THE DISK
 GA3542'IS STAMPED CLINCH AZI 1934.
 GA3542'
 GA3542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST FOR ABOUT
 GA3542'100 FEET TO THE AZIMUTH
 GA3542'MARK IN A BOULDER.
 GA3542'
 GA3542'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0724 ***********************************************************************
 FC0724  DESIGNATION -  CLINCH RIVER
 FC0724  PID         -  FC0724
 FC0724  STATE/COUNTY-  TN/ROANE
 FC0724  USGS QUAD   -  HARRIMAN (1980)
 FC0724
 FC0724                         *CURRENT SURVEY CONTROL
 FC0724  ___________________________________________________________________
 FC0724* NAD 83(1986)-  35 53 18.     (N)    084 31 40.     (W)     SCALED    
 FC0724* NAVD 88     -       237.376  (meters)     778.79   (feet)  ADJUSTED  
 FC0724  ___________________________________________________________________
 FC0724  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0724  DYNAMIC HT  -         237.156 (meters)     778.07  (feet)  COMP
 FC0724  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 FC0724
 FC0724  VERT ORDER  -  SECOND    CLASS 0
 FC0724
 FC0724.The horizontal coordinates were scaled from a topographic map and have
 FC0724.an estimated accuracy of +/- 6 seconds.
 FC0724
 FC0724.The orthometric height was determined by differential leveling
 FC0724.and adjusted by the National Geodetic Survey in June 1991..
 FC0724
 FC0724.The geoid height was determined by GEOID03.
 FC0724
 FC0724.The dynamic height is computed by dividing the NAVD 88
 FC0724.geopotential number by the normal gravity value computed on the
 FC0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0724.degrees latitude (g = 980.6199 gals.).
 FC0724
 FC0724.The modeled gravity was interpolated from observed gravity values.
 FC0724
 FC0724;                    North         East    Units  Estimated Accuracy
 FC0724;SPC TN       -   173,530.      732,920.      MT  (+/- 180 meters Scaled)
 FC0724
 FC0724                          SUPERSEDED SURVEY CONTROL
 FC0724
 FC0724  NGVD 29 (??/??/92)  237.485  (m)          779.15   (f) ADJ UNCH    2 0
 FC0724
 FC0724.Superseded values are not recommended for survey control.
 FC0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0724.See file dsdata.txt to determine how the superseded data were derived.
 FC0724
 FC0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE231743(NAD 83)
 FC0724_MARKER: DD = SURVEY DISK
 FC0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0724_SP_SET: PIER BRIDGE
 FC0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0724
 FC0724  HISTORY     - Date     Condition        Report By
 FC0724  HISTORY     - UNK      MONUMENTED       DOD
 FC0724  HISTORY     - 1960     GOOD             NGS
 FC0724
 FC0724                          STATION DESCRIPTION
 FC0724
 FC0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0724'2.1 MI NW FROM KINGSTON.
 FC0724'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0724'FOR 0.8 MILE, THEN 0.95 MILE NORTHWEST ON INTERSTATE HIGHWAY 40,
 FC0724'THEN 0.1 MILE SOUTH ON A GRAVELED ROAD, THEN 0.25 MILE NORTHWEST ON
 FC0724'U.S. HIGHWAY 70 TO THE WEST END OF A BRIDGE OVER THE CLINCH RIVER.
 FC0724'THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0724'FIRST PIER EAST OF THE WEST ABUTMENT, 1 FT. SOUTH OF THE SOUTH
 FC0724'EDGE OF A STEEL TRUSS, AND ABOUT 7 FT. BELOW THE LEVEL OF THE
 FC0724'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0775 ***********************************************************************
 GB0775  DESIGNATION -  CLINT
 GB0775  PID         -  GB0775
 GB0775  STATE/COUNTY-  TN/ANDERSON
 GB0775  USGS QUAD   -  POWELL (1976)
 GB0775
 GB0775                         *CURRENT SURVEY CONTROL
 GB0775  ___________________________________________________________________
 GB0775* NAD 83(1995)-  36 06 46.54924(N)    084 07 08.58822(W)     ADJUSTED  
 GB0775* NAVD 88     -       262.004  (meters)     859.59   (feet)  ADJUSTED  
 GB0775  ___________________________________________________________________
 GB0775  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GB0775  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0775  DYNAMIC HT  -         261.765 (meters)     858.81  (feet)  COMP
 GB0775  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 GB0775
 GB0775  HORZ ORDER  -  SECOND
 GB0775  VERT ORDER  -  SECOND    CLASS 0
 GB0775
 GB0775.The horizontal coordinates were established by classical geodetic methods
 GB0775.and adjusted by the National Geodetic Survey in April 1999..
 GB0775
 GB0775.The orthometric height was determined by differential leveling
 GB0775.and adjusted by the National Geodetic Survey in June 1991..
 GB0775
 GB0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0775
 GB0775.The geoid height was determined by GEOID03.
 GB0775
 GB0775.The dynamic height is computed by dividing the NAVD 88
 GB0775.geopotential number by the normal gravity value computed on the
 GB0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0775.degrees latitude (g = 980.6199 gals.).
 GB0775
 GB0775.The modeled gravity was interpolated from observed gravity values.
 GB0775
 GB0775;                    North         East     Units Scale Factor Converg.
 GB0775;SPC TN       -   199,072.934   769,333.894   MT  0.99996021   +1 06 04.3
 GB0775;SPC TN       -   653,125.12  2,524,056.28   sFT  0.99996021   +1 06 04.3
 GB0775;UTM  16      - 4,000,318.514   759,315.907   MT  1.00042864   +1 41 56.1
 GB0775
 GB0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0775!SPC TN       -   0.99996367  x   0.99996021  =   0.99992388
 GB0775!UTM  16      -   0.99996367  x   1.00042864  =   1.00039230
 GB0775
 GB0775|---------------------------------------------------------------------|
 GB0775| PID    Reference Object                     Distance      Geod. Az  |
 GB0775|                                                           dddmmss.s |
 GB0775| GB0774 CLINT RM 1                            5.887 METERS 13315     |
 GB0775| GB2553 RIDE                                APPROX. 1.6 KM 2663728.5 |
 GB0775| GB0773 CLINT AZ MK                                        3081055.8 |
 GB0775| GB0776 CLINT RM 2                            5.302 METERS 31103     |
 GB0775|---------------------------------------------------------------------|
 GB0775
 GB0775                          SUPERSEDED SURVEY CONTROL
 GB0775
 GB0775  NAD 83(1995)-  36 06 46.55348(N)    084 07 08.59067(W) AD(       ) 2
 GB0775  NAD 83(1995)-  36 06 46.55354(N)    084 07 08.58987(W) AD(       ) 2
 GB0775  NAD 83(1986)-  36 06 46.56055(N)    084 07 08.58645(W) AD(       ) 2
 GB0775  NAD 27      -  36 06 46.27658(N)    084 07 08.88361(W) AD(       ) 2
 GB0775  NGVD 29 (??/??/92)  262.138  (m)          860.03   (f) ADJ UNCH    2 0
 GB0775
 GB0775.Superseded values are not recommended for survey control.
 GB0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0775.See file dsdata.txt to determine how the superseded data were derived.
 GB0775
 GB0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5931600319(NAD 83)
 GB0775_MARKER: DD = SURVEY DISK
 GB0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0775_STAMPING: CLINT 1964
 GB0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0775+STABILITY: SURFACE MOTION
 GB0775
 GB0775  HISTORY     - Date     Condition        Report By
 GB0775  HISTORY     - 1964     MONUMENTED       TNHD
 GB0775  HISTORY     - 1964     GOOD             TNHD
 GB0775  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB0775
 GB0775                          STATION DESCRIPTION
 GB0775
 GB0775'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0775'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF DOWNTOWN CLINTON.
 GB0775'
 GB0775'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO SOUTH ON
 GB0775'U.S. HIGHWAY 25W FOR 0.05
 GB0775'MILE TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB0775'ONTO STATE ROUTE 61 AND GO 1.0
 GB0775'MILE TO A GRAVELED ROAD ON THE RIGHT,
 GB0775'JUST AFTER PASSING THE CLINTON SANITATION AND
 GB0775'STREET DEPARTMENT
 GB0775'BUILDING, AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO
 GB0775'0.15 MILE
 GB0775'SOUTHEAST ON THE GRAVELED ROAD TO THE STATION ON THE LEFT .
 GB0775'
 GB0775'THE STATION MARK IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB0775'THE GRAVELED ROAD,
 GB0775'7 FEET SOUTHEAST OF A FENCE POST, 2.3 FEET WEST OF A
 GB0775'WITNESS POST AND 1 FOOT SOUTHWEST
 GB0775'OF A BARB WIRE FENCE.  THE SURFACE
 GB0775'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB0775'DEPARTMENT DISKS
 GB0775'AND THE DISKS ARE STAMPED CLINT 1964.  THE UNDERGROUND MARK IS ABOUT
 GB0775'30 INCHES BELOW
 GB0775'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GB0775'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0775'
 GB0775'REFERENCE MARK NO. 1 IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB0775'OF THE GRAVELED ROAD, 9
 GB0775'FEET NORTHWEST OF A FENCE POST AND 1 FOOT SOUTHWEST
 GB0775'OF THE FENCE.  IT IS A STANDARD
 GB0775'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0775'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB0775'THE DISK IS STAMPED
 GB0775'CLINT RM-1 1964.
 GB0775'
 GB0775'REFERENCE MARK NO. 2 IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB0775'OF THE GRAVELED ROAD, 8
 GB0775'FEET SOUTHEAST OF A FENCE POST AND 1 FOOT SOUTHWEST
 GB0775'OF THE FENCE.  IT IS A STANDARD
 GB0775'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0775'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB0775'THE DISK IS STAMPED
 GB0775'CLINT RM-2 1964.
 GB0775'
 GB0775'THE AZIMUTH MARK IS 56 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0775'STATE ROUTE 61, 23 FEET
 GB0775'EAST OF THE CORNER OF A WOVEN FENCE, 17 FEET SOUTHWEST OF
 GB0775'THE APPROXIMATE CENTER OF THE
 GB0775'GRAVELED ROAD, 3 FEET SOUTH OF A POWER
 GB0775'POLE AND 2.1 FEET NORTHEAST OF A WITNESS POST.
 GB0775'IT IS A STANDARD
 GB0775'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0775'CONCRETE
 GB0775'MONUMENT AND THE DISK IS STAMPED CLINT AZI 1964.
 GB0775'
 GB0775'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0775'
 GB0775'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0775
 GB0775                          STATION RECOVERY (1964)
 GB0775
 GB0775'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GB0775'1.2 MI S FROM CLINTON.
 GB0775'FROM THE POST OFFICE IN CLINTON, GO SOUTH ON U.S. HIGHWAY 25W
 GB0775'FOR 0.05 MILE TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB0775'ONTO STATE ROUTE 61, AND GO 1.0 MILE TO A GRAVELED ROAD ON
 GB0775'THE RIGHT, JUST AFTER PASSING THE CLINTON SANITATION AND STREET
 GB0775'DEPARTMENT BUILDING, TURN RIGHT ON THE GRAVELED ROAD AND GO
 GB0775'0.15 MILE SOUTHEASTERLY TO THE STATION ON THE LEFT.  THE STATION
 GB0775'MARK IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GB0775'GRAVELED ROAD, 7 FEET SOUTHEAST OF A FENCE POST, 2.3 FEET
 GB0775'WEST OF A METAL WITNESS POST AND SIGN, 1 FOOT SOUTHWEST OF A
 GB0775'BARBED WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0775'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0775'MONUMENT, FLUSH WITH THE GROUND.
 GB0775
 GB0775                          STATION RECOVERY (1980)
 GB0775
 GB0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0775'THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 GB0775'STATION MARK AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND AND
 GB0775'ARE ASSUMED DESTROYED BY NEW HOUSING AT THE SITE.  SINCE THE AZIMUTH
 GB0775'MARK IS A BM IT WAS LEFT INTACT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0773 ***********************************************************************
 GB0773  DESIGNATION -  CLINT AZ MK
 GB0773  PID         -  GB0773
 GB0773  STATE/COUNTY-  TN/ANDERSON
 GB0773  USGS QUAD   -  POWELL (1976)
 GB0773
 GB0773                         *CURRENT SURVEY CONTROL
 GB0773  ___________________________________________________________________
 GB0773* NAD 83(1986)-  36 06 49.     (N)    084 07 14.     (W)     SCALED    
 GB0773* NAVD 88     -       258.005  (meters)     846.47   (feet)  ADJUSTED  
 GB0773  ___________________________________________________________________
 GB0773  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0773  DYNAMIC HT  -         257.770 (meters)     845.70  (feet)  COMP
 GB0773  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 GB0773
 GB0773  VERT ORDER  -  SECOND    CLASS 0
 GB0773
 GB0773.The horizontal coordinates were scaled from a topographic map and have
 GB0773.an estimated accuracy of +/- 6 seconds.
 GB0773
 GB0773.The orthometric height was determined by differential leveling
 GB0773.and adjusted by the National Geodetic Survey in June 1991..
 GB0773
 GB0773.The geoid height was determined by GEOID03.
 GB0773
 GB0773.The dynamic height is computed by dividing the NAVD 88
 GB0773.geopotential number by the normal gravity value computed on the
 GB0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0773.degrees latitude (g = 980.6199 gals.).
 GB0773
 GB0773.The modeled gravity was interpolated from observed gravity values.
 GB0773
 GB0773;                    North         East    Units  Estimated Accuracy
 GB0773;SPC TN       -   199,150.      769,200.      MT  (+/- 180 meters Scaled)
 GB0773
 GB0773                          SUPERSEDED SURVEY CONTROL
 GB0773
 GB0773  NGVD 29 (??/??/??)  258.18   (m)          847.0    (f) RESET       3  
 GB0773
 GB0773.Superseded values are not recommended for survey control.
 GB0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0773.See file dsdata.txt to determine how the superseded data were derived.
 GB0773
 GB0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF591003(NAD 83)
 GB0773_MARKER: DZ = AZIMUTH MARK DISK
 GB0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0773_STAMPING: CLINT AZI 1964
 GB0773_MARK LOGO: TNHD  
 GB0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0773+STABILITY: SURFACE MOTION
 GB0773
 GB0773  HISTORY     - Date     Condition        Report By
 GB0773  HISTORY     - 1964     MONUMENTED       TNHD
 GB0773
 GB0773                          STATION DESCRIPTION
 GB0773
 GB0773'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0773'1 MI S FROM CLINTON.
 GB0773'FROM THE POST OFFICE IN CLINTON, GO SOUTH ON U.S. HIGHWAY 25W
 GB0773'FOR 0.05 MILE TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB0773'ONTO STATE ROUTE 61 AND GO SOUTHEASTERLY FOR 1.0 MILE TO A
 GB0773'GRAVELED ROAD ON THE RIGHT, JUST AFTER PASSING THE CLINTON
 GB0773'SANITATION AND STREET DEPARTMENT BUILDING, AND THE AZIMUTH MARK
 GB0773'ON THE RIGHT.  THE AZIMUTH MARK IS 56 FEET SOUTHEAST OF THE
 GB0773'APPROXIMATE CENTER OF STATE ROUTE 61, 23 FEET EAST OF THE
 GB0773'CORNER OF A WIRE FENCE, 17 FEET SOUTHWEST OF THE APPROXIMATE
 GB0773'CENTER OF THE GRAVELED ROAD, 3 FEET SOUTH OF A POWER POLE AND
 GB0773'2.1 FEET NORTHEAST OF METAL WITNESS POST WITH SIGN.  THE MARK IS
 GB0773'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB0773'OF A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0774 ***********************************************************************
 GB0774  DESIGNATION -  CLINT RM 1
 GB0774  PID         -  GB0774
 GB0774  STATE/COUNTY-  TN/ANDERSON
 GB0774  USGS QUAD   -  POWELL (1976)
 GB0774
 GB0774                         *CURRENT SURVEY CONTROL
 GB0774  ___________________________________________________________________
 GB0774* NAD 83(1986)-  36 06 46.     (N)    084 07 08.     (W)     SCALED    
 GB0774* NAVD 88     -       262.091  (meters)     859.88   (feet)  ADJUSTED  
 GB0774  ___________________________________________________________________
 GB0774  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0774  DYNAMIC HT  -         261.853 (meters)     859.10  (feet)  COMP
 GB0774  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 GB0774
 GB0774  VERT ORDER  -  SECOND    CLASS 0
 GB0774
 GB0774.The horizontal coordinates were scaled from a topographic map and have
 GB0774.an estimated accuracy of +/- 6 seconds.
 GB0774
 GB0774.The orthometric height was determined by differential leveling
 GB0774.and adjusted by the National Geodetic Survey in June 1991..
 GB0774
 GB0774.The geoid height was determined by GEOID03.
 GB0774
 GB0774.The dynamic height is computed by dividing the NAVD 88
 GB0774.geopotential number by the normal gravity value computed on the
 GB0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0774.degrees latitude (g = 980.6199 gals.).
 GB0774
 GB0774.The modeled gravity was interpolated from observed gravity values.
 GB0774
 GB0774;                    North         East    Units  Estimated Accuracy
 GB0774;SPC TN       -   199,060.      769,350.      MT  (+/- 180 meters Scaled)
 GB0774
 GB0774                          SUPERSEDED SURVEY CONTROL
 GB0774
 GB0774  NGVD 29 (??/??/92)  262.226  (m)          860.32   (f) ADJ UNCH    2 0
 GB0774
 GB0774.Superseded values are not recommended for survey control.
 GB0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0774.See file dsdata.txt to determine how the superseded data were derived.
 GB0774
 GB0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF593003(NAD 83)
 GB0774_MARKER: DR = REFERENCE MARK DISK
 GB0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0774_STAMPING: CLINT RM-1 1964
 GB0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0774+STABILITY: SURFACE MOTION
 GB0774
 GB0774  HISTORY     - Date     Condition        Report By
 GB0774  HISTORY     - 1964     MONUMENTED       TNHD
 GB0774
 GB0774                          STATION DESCRIPTION
 GB0774
 GB0774'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0774'1.2 MI S FROM CLINTON.
 GB0774'THE MARK IS LOCATED AT THE CLINT 1964 STATION SITE.  THE MARK IS
 GB0774'15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GB0774'ROAD, 9 FEET NORTHWEST OF A FENCE POST AND 1 FOOT SOUTHWEST OF
 GB0774'THE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0774'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GB0774'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0776 ***********************************************************************
 GB0776  DESIGNATION -  CLINT RM 2
 GB0776  PID         -  GB0776
 GB0776  STATE/COUNTY-  TN/ANDERSON
 GB0776  USGS QUAD   -  POWELL (1976)
 GB0776
 GB0776                         *CURRENT SURVEY CONTROL
 GB0776  ___________________________________________________________________
 GB0776* NAD 83(1986)-  36 06 46.     (N)    084 07 08.     (W)     SCALED    
 GB0776* NAVD 88     -       261.862  (meters)     859.13   (feet)  ADJUSTED  
 GB0776  ___________________________________________________________________
 GB0776  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB0776  DYNAMIC HT  -         261.624 (meters)     858.34  (feet)  COMP
 GB0776  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 GB0776
 GB0776  VERT ORDER  -  SECOND    CLASS 0
 GB0776
 GB0776.The horizontal coordinates were scaled from a topographic map and have
 GB0776.an estimated accuracy of +/- 6 seconds.
 GB0776
 GB0776.The orthometric height was determined by differential leveling
 GB0776.and adjusted by the National Geodetic Survey in June 1991..
 GB0776
 GB0776.The geoid height was determined by GEOID03.
 GB0776
 GB0776.The dynamic height is computed by dividing the NAVD 88
 GB0776.geopotential number by the normal gravity value computed on the
 GB0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0776.degrees latitude (g = 980.6199 gals.).
 GB0776
 GB0776.The modeled gravity was interpolated from observed gravity values.
 GB0776
 GB0776;                    North         East    Units  Estimated Accuracy
 GB0776;SPC TN       -   199,060.      769,350.      MT  (+/- 180 meters Scaled)
 GB0776
 GB0776                          SUPERSEDED SURVEY CONTROL
 GB0776
 GB0776  NGVD 29 (??/??/92)  261.996  (m)          859.57   (f) ADJ UNCH    2 0
 GB0776
 GB0776.Superseded values are not recommended for survey control.
 GB0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0776.See file dsdata.txt to determine how the superseded data were derived.
 GB0776
 GB0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF593003(NAD 83)
 GB0776_MARKER: DR = REFERENCE MARK DISK
 GB0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0776_STAMPING: CLINT RM-2 1964
 GB0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0776+STABILITY: SURFACE MOTION
 GB0776
 GB0776  HISTORY     - Date     Condition        Report By
 GB0776  HISTORY     - 1964     MONUMENTED       TNHD
 GB0776
 GB0776                          STATION DESCRIPTION
 GB0776
 GB0776'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0776'1.2 MI S FROM CLINTON.
 GB0776'THE MARK IS LOCATED AT THE CLINT 1964 STATION SITE.  THE MARK
 GB0776'IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GB0776'ROAD, 8 FEET SOUTHEAST OF A FENCE POST AND 1 FOOT SOUTHWEST
 GB0776'OF THE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0776'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GB0776'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2549 ***********************************************************************
 GB2549  DESIGNATION -  CLINTON MAGNET MILLS TANK
 GB2549  PID         -  GB2549
 GB2549  STATE/COUNTY-  TN/ANDERSON
 GB2549  USGS QUAD   -  CLINTON (1990)
 GB2549
 GB2549                         *CURRENT SURVEY CONTROL
 GB2549  ___________________________________________________________________
 GB2549* NAD 83(1995)-  36 06 01.13485(N)    084 07 50.60648(W)     ADJUSTED  
 GB2549* NAVD 88     -                                                        
 GB2549  ___________________________________________________________________
 GB2549  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 GB2549  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB2549
 GB2549  HORZ ORDER  -  THIRD
 GB2549
 GB2549.The horizontal coordinates were established by classical geodetic methods
 GB2549.and adjusted by the National Geodetic Survey in April 1999..
 GB2549
 GB2549
 GB2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2549
 GB2549.The geoid height was determined by GEOID03.
 GB2549
 GB2549;                    North         East     Units Scale Factor Converg.
 GB2549;SPC TN       -   197,653.329   768,309.998   MT  0.99995916   +1 05 39.7
 GB2549;SPC TN       -   648,467.63  2,520,697.05   sFT  0.99995916   +1 05 39.7
 GB2549;UTM  16      - 3,998,887.644   758,306.399   MT  1.00042220   +1 41 29.5
 GB2549
 GB2549                          SUPERSEDED SURVEY CONTROL
 GB2549
 GB2549  NAD 83(1995)-  36 06 01.13922(N)    084 07 50.60877(W) AD(       ) 4
 GB2549  NAD 83(1995)-  36 06 01.13920(N)    084 07 50.60807(W) AD(       ) 4
 GB2549  NAD 83(1986)-  36 06 01.14609(N)    084 07 50.60452(W) AD(       ) 4
 GB2549  NAD 27      -  36 06 00.86230(N)    084 07 50.90050(W) AD(       ) 3
 GB2549
 GB2549.Superseded values are not recommended for survey control.
 GB2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2549.See file dsdata.txt to determine how the superseded data were derived.
 GB2549
 GB2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5830698888(NAD 83)
 GB2549_MARKER: 51 = TANK
 GB2549
 GB2549  HISTORY     - Date     Condition        Report By
 GB2549  HISTORY     - 1964     FIRST OBSERVED   TNHD
 GB2549
 GB2549                          STATION DESCRIPTION
 GB2549
 GB2549'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2549'THE STATION IS LOCATED IN CLINTON.
 GB2549'
 GB2549'TO REACH THE STATION FROM THE COURT HOUSE IN CLINTON, GO SOUTHERLY ON
 GB2549'U. S.  HIGHWAY 25W FOR
 GB2549'0.05 MILE TO THE INTERSECTION OF WEST BROAD ST.  TURN
 GB2549'LEFT AND GO 0.1 MILE TO THE
 GB2549'INTERSECTION OF CALLOM ST., CONTINUE
 GB2549'STRAIGHT AHEAD FOR 0.05 MILE TO THE END OF THE
 GB2549'PAVEMENT.  TURN LEFT,
 GB2549'PASSING THROUGH A GATE (ENTRANCE TO THE MAGNET MILLS PLANT) AND
 GB2549'GO 0.1 MILE TO
 GB2549'THE STATION.
 GB2549'
 GB2549'THE STATION IS A 4-LEGGED STEEL STRUCTURE PAINTED ALUMINUM WITH BLACK
 GB2549'LETTERING MAGNET MILLS INC.
 GB2549'CLINTON, TENN.  PAINTED ON THE SIDE OF THE TANK.
 GB2549'IT HAS AN OVER-ALL HEIGHT OF ABOUT
 GB2549'120 FEET.  THE POINT INTERSECTED
 GB2549'WAS THE APEX AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2152 ***********************************************************************
 GA2152  DESIGNATION -  CLOUD
 GA2152  PID         -  GA2152
 GA2152  STATE/COUNTY-  TN/HAWKINS
 GA2152  USGS QUAD   -  CAMELOT (1976)
 GA2152
 GA2152                         *CURRENT SURVEY CONTROL
 GA2152  ___________________________________________________________________
 GA2152* NAD 83(1995)-  36 23 08.72552(N)    083 05 53.12520(W)     ADJUSTED  
 GA2152* NAVD 88     -       333.440  (meters)    1093.96   (feet)  ADJUSTED  
 GA2152  ___________________________________________________________________
 GA2152  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 GA2152  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA2152  DYNAMIC HT  -         333.134 (meters)    1092.96  (feet)  COMP
 GA2152  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GA2152
 GA2152  HORZ ORDER  -  SECOND
 GA2152  VERT ORDER  -  SECOND    CLASS 0
 GA2152
 GA2152.The horizontal coordinates were established by classical geodetic methods
 GA2152.and adjusted by the National Geodetic Survey in April 1999..
 GA2152
 GA2152.The orthometric height was determined by differential leveling
 GA2152.and adjusted by the National Geodetic Survey in June 1991..
 GA2152
 GA2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2152
 GA2152.The geoid height was determined by GEOID03.
 GA2152
 GA2152.The dynamic height is computed by dividing the NAVD 88
 GA2152.geopotential number by the normal gravity value computed on the
 GA2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2152.degrees latitude (g = 980.6199 gals.).
 GA2152
 GA2152.The modeled gravity was interpolated from observed gravity values.
 GA2152
 GA2152;                    North         East     Units Scale Factor Converg.
 GA2152;SPC TN       -   231,578.554   860,327.146   MT  0.99999466   +1 41 56.0
 GA2152;SPC TN       -   759,770.64  2,822,589.98   sFT  0.99999466   +1 41 56.0
 GA2152;UTM  17      - 4,028,780.400   311,816.750   MT  1.00003633   -1 14 42.0
 GA2152
 GA2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2152!SPC TN       -   0.99995258  x   0.99999466  =   0.99994724
 GA2152!UTM  17      -   0.99995258  x   1.00003633  =   0.99998890
 GA2152
 GA2152|---------------------------------------------------------------------|
 GA2152| PID    Reference Object                     Distance      Geod. Az  |
 GA2152|                                                           dddmmss.s |
 GA2152| GA2151 CLOUD RM 1                           25.260 METERS 06437     |
 GA2152| GA2154 CLOUD AZ MK                                        2731326.6 |
 GA2152| GA2153 CLOUD RM 2                           22.825 METERS 28845     |
 GA2152|---------------------------------------------------------------------|
 GA2152
 GA2152                          SUPERSEDED SURVEY CONTROL
 GA2152
 GA2152  NAD 83(1995)-  36 23 08.72977(N)    083 05 53.12899(W) AD(       ) 2
 GA2152  NAD 83(1995)-  36 23 08.74095(N)    083 05 53.12929(W) AD(       ) 2
 GA2152  NAD 83(1995)-  36 23 08.73220(N)    083 05 53.12720(W) AD(       ) 2
 GA2152  NAD 83(1986)-  36 23 08.73439(N)    083 05 53.12798(W) AD(       ) 2
 GA2152  NAD 27      -  36 23 08.39725(N)    083 05 53.52668(W) AD(       ) 2
 GA2152  NGVD 29 (??/??/92)  333.582  (m)         1094.43   (f) ADJ UNCH    2 0
 GA2152
 GA2152.Superseded values are not recommended for survey control.
 GA2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2152.See file dsdata.txt to determine how the superseded data were derived.
 GA2152
 GA2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1181728780(NAD 83)
 GA2152_MARKER: DD = SURVEY DISK
 GA2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2152_STAMPING: CLOUD 1963
 GA2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2152+STABILITY: SURFACE MOTION
 GA2152
 GA2152  HISTORY     - Date     Condition        Report By
 GA2152  HISTORY     - 1963     MONUMENTED       TNHD
 GA2152  HISTORY     - 1964     GOOD             TNGS
 GA2152
 GA2152                          STATION DESCRIPTION
 GA2152
 GA2152'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2152'THE STATION IS LOCATED ABOUT 11 MILES EAST OF BEAN STATION, 6 MILES
 GA2152'SOUTHWEST OF ROGERSVILLE
 GA2152'AND ALONG THE NORTH SIDE OF U.  S.  HIGHWAY 11W.
 GA2152'
 GA2152'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA2152'SOUTHWEST ON U.S.  HIGHWAY
 GA2152'11W FOR 6.05 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 GA2152'
 GA2152'THE STATION IS 190 FEET EAST OF THE INDIAN BOUNDARY TENNESSEE
 GA2152'HISTORICAL MARKER, 55
 GA2152'FEET SOUTH OF A FENCE, 31 FEET NORTH OF THE APPROXIMATE
 GA2152'CENTER OF U.S.  HIGHWAY 11W
 GA2152'AND 28.0 FEET SOUTH OF A WITNESS POST.
 GA2152'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA2152'TENNESSEE HIGHWAY
 GA2152'DEPARTMENT DISKS AND ARE STAMPED CLOUD 1963.  THE UNDERGROUND
 GA2152'MARK IS ABOUT 30
 GA2152'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2152'10-INCH SQUARE, FLUSH,
 GA2152'CONCRETE MONUMENT.
 GA2152'
 GA2152'REFERENCE MARK NO. 1 IS 55 FEET SNORTH OF TEH APPROXIMTATE CENTER OF
 GA2152'U.S.  HIGHWAY 11W, 13
 GA2152'FEET EAST OF POWER POLE NO.  B61 AND 12 FEET SOUTH OF
 GA2152'A WIRE FENCE.  IT IS A STANDARD
 GA2152'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2152'IN A 10-INCH SQUARE CONCRETE MONUMENT, PROJECTING
 GA2152'2 INCHES, AND IS
 GA2152'STAMPED CLOUD RM-1 1963.
 GA2152'
 GA2152'REFERENCE MARK NO. 2 IS 64 FEET NORTH OF U.S. HIGHWAY 11W, 31 FEET
 GA2152'SOUTH OF A FENCE AND 26
 GA2152'FEET SOUTH OF A SMALL CEDAR TREE.  IT IS A STANDARD
 GA2152'TENNESSEE HIGHWAY DEPARTMENT
 GA2152'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2152'CONCRETE MONUMENT AND THE DISK IS STAMPED CLOUD
 GA2152'RM-2 1963.
 GA2152'
 GA2152'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GA2152'HIGHWAY 11W, 17 FEET
 GA2152'EAST OF TELEPHONE POLE NO.  78 AND 23 FEET NORTH OF A
 GA2152'WITNESS POST.  IT IS A STANDARD
 GA2152'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2152'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2152'THE DISK IS STAMPED
 GA2152'CLOUD AZI 1963.
 GA2152'
 GA2152'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.HIGHWAY
 GA2152'11W FOR 0.45 MILE TO
 GA2152'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GA2152'
 GA2152'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GA2152'
 GA2152'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2152
 GA2152                          STATION RECOVERY (1964)
 GA2152
 GA2152'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2152'6 MI SW FROM ROGERSVILLE.
 GA2152'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA2152'SOUTHWEST ON U.S. HIGHWAY 11W FOR 6.05 MILES TO THE STATION ON
 GA2152'THE RIGHT.  THE STATION IS 190 FEET EAST OF THE INDIAN BOUNDARY
 GA2152'TENNESSEE HISTORICAL MARKER, 55 FEET SOUTH OF A FENCE, 31 FEET NORTH
 GA2152'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 28.0 FEET SOUTH
 GA2152'OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2152'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA2152'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0985 ***********************************************************************
 FD0985  DESIGNATION -  CLOUD
 FD0985  PID         -  FD0985
 FD0985  STATE/COUNTY-  TN/WAYNE
 FD0985  USGS QUAD   -  WAYNESBORO (1968)
 FD0985
 FD0985                         *CURRENT SURVEY CONTROL
 FD0985  ___________________________________________________________________
 FD0985* NAD 83(1995)-  35 18 41.27791(N)    087 47 10.66777(W)     ADJUSTED  
 FD0985* NAVD 88     -       288.725  (meters)     947.26   (feet)  ADJUSTED  
 FD0985  ___________________________________________________________________
 FD0985  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FD0985  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0985  DYNAMIC HT  -         288.453 (meters)     946.37  (feet)  COMP
 FD0985  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FD0985
 FD0985  HORZ ORDER  -  SECOND
 FD0985  VERT ORDER  -  SECOND    CLASS 0
 FD0985
 FD0985.The horizontal coordinates were established by classical geodetic methods
 FD0985.and adjusted by the National Geodetic Survey in April 1999..
 FD0985
 FD0985.The orthometric height was determined by differential leveling
 FD0985.and adjusted by the National Geodetic Survey in June 1991..
 FD0985
 FD0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0985
 FD0985.The geoid height was determined by GEOID03.
 FD0985
 FD0985.The dynamic height is computed by dividing the NAVD 88
 FD0985.geopotential number by the normal gravity value computed on the
 FD0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0985.degrees latitude (g = 980.6199 gals.).
 FD0985
 FD0985.The modeled gravity was interpolated from observed gravity values.
 FD0985
 FD0985;                    North         East     Units Scale Factor Converg.
 FD0985;SPC TN       -   110,006.356   437,563.261   MT  0.99998972   -1 02 44.8
 FD0985;SPC TN       -   360,912.52  1,435,572.13   sFT  0.99998972   -1 02 44.8
 FD0985;UTM  16      - 3,907,867.869   428,521.327   MT  0.99966296   -0 27 16.3
 FD0985
 FD0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0985!SPC TN       -   0.99995906  x   0.99998972  =   0.99994878
 FD0985!UTM  16      -   0.99995906  x   0.99966296  =   0.99962203
 FD0985
 FD0985:                Primary Azimuth Mark                     Grid Az
 FD0985:SPC TN       -  CLOUD AZ MK                              002 24 47.1
 FD0985:UTM  16      -  CLOUD AZ MK                              001 49 18.6
 FD0985
 FD0985|---------------------------------------------------------------------|
 FD0985| PID    Reference Object                     Distance      Geod. Az  |
 FD0985|                                                           dddmmss.s |
 FD0985| FD0987 CLOUD AZ MK                                        0012202.3 |
 FD0985| FD0986 CLOUD RM 1                           25.125 METERS 05420     |
 FD0985| FD1591 HOUSTON                             APPROX.13.5 KM 2202329.2 |
 FD0985| FD0984 CLOUD RM 2                           27.355 METERS 28938     |
 FD0985|---------------------------------------------------------------------|
 FD0985
 FD0985                          SUPERSEDED SURVEY CONTROL
 FD0985
 FD0985  NAD 83(1995)-  35 18 41.28212(N)    087 47 10.66875(W) AD(       ) 2
 FD0985  NAD 83(1995)-  35 18 41.28214(N)    087 47 10.66881(W) AD(       ) 2
 FD0985  NAD 83(1995)-  35 18 41.28329(N)    087 47 10.66796(W) AD(       ) 2
 FD0985  NAD 83(1986)-  35 18 41.28754(N)    087 47 10.66701(W) AD(       ) 2
 FD0985  NAD 27      -  35 18 41.00680(N)    087 47 10.57360(W) AD(       ) 2
 FD0985  NGVD 29 (??/??/92)  288.698  (m)          947.17   (f) ADJ UNCH    2 0
 FD0985
 FD0985.Superseded values are not recommended for survey control.
 FD0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0985.See file dsdata.txt to determine how the superseded data were derived.
 FD0985
 FD0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2852107868(NAD 83)
 FD0985_MARKER: DD = SURVEY DISK
 FD0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0985_STAMPING: CLOUD 1962
 FD0985_MARK LOGO: TNHD  
 FD0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0985+STABILITY: SURFACE MOTION
 FD0985
 FD0985  HISTORY     - Date     Condition        Report By
 FD0985  HISTORY     - 1962     MONUMENTED       TNHD
 FD0985  HISTORY     - 1962     GOOD             TNHD
 FD0985
 FD0985                          STATION DESCRIPTION
 FD0985
 FD0985'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0985'1.6 MI W FROM WAYNESBORO.
 FD0985'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0985'HIGHWAY 64 FOR 1.6 MILES TO THE CREST OF A LONG HILL AND THE MARK
 FD0985'ON THE LEFT.  THE STATION IS 245 FEET SOUTH OF THE CENTERLINE OF
 FD0985'U.S. HIGHWAY 64, 200 FEET SOUTHEAST OF A LARGE FRAME HOUSE, 38
 FD0985'FEET NORTH OF AN 18-INCH OAK TREE, 24 FEET SOUTH OF AN 18-INCH
 FD0985'OAK TREE AND 1.6 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS
 FD0985'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0985'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0985
 FD0985                          STATION RECOVERY (1962)
 FD0985
 FD0985'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0985'THE STATION IS LOCATED 1.6 MILES WEST OF WAYNESBORO.
 FD0985'
 FD0985'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD0985'GO 1.6 MILES WEST ON
 FD0985'STATE ROUTE 15 TO THE CREST OF A LONG HILL AND A
 FD0985'DRIVEWAY ON THE LEFT AND THE STATION
 FD0985'
 FD0985'THE STATION IS ABOUT 245 FEET SOUTH OF OF THE APPROXIMATE CENTER OF
 FD0985'STATE ROUTE 15,
 FD0985'APPROXIMATELY 200 FEET SOUTHEAST OF A LARGE FRAME HOUSE, 38
 FD0985'FEET NORTH OF AN 18-INCH OAK
 FD0985'TREE, 24 FEET SOUTH OF AN 18-INCH OAK
 FD0985'TREE, AND 1.6 FEET NORTHWEST OF A WITNESS POST.
 FD0985'SURFACE AND
 FD0985'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 FD0985'STAMPED CLOUD
 FD0985'1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 FD0985'THE SURFACE.  THE SURFACE MARK
 FD0985'DISK IS SET IN A 10-INCH SQUARE,
 FD0985'FLUSH, CONCRETE MONUMENT.
 FD0985'
 FD0985'REFERENCE MARK NO 1 IS 28 FEET NORTH OF A 10-INCH PINE TREE AND 18
 FD0985'FEET SOUTH OF AN
 FD0985'8-INCH PINE TREE.  THE MARK IS A STANDARD TENNESSEE
 FD0985'HIGHWAY DEPARTMENT DISK SET IN
 FD0985'A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0985'MONUMENT AND THE DISK IS STAMPED CLOUD RM 1 1962.
 FD0985'
 FD0985'REFERENCE MARK NO 2 IS 22 FEET NORTH OF A TWIN TRUNKED BEECH TREE AND
 FD0985'6 FEET SOUTH OF AN
 FD0985'18-INCH OAK TREE.  THE MARK IS A STANDARD TENNESSEE
 FD0985'HIGHWAY DEPARTMENT DISK SET IN A
 FD0985'10-INCH SQUARE, FLUSH, CONCRETE
 FD0985'MONUMENT AND THE DISK IS STAMPED CLOUD RM 2 1962.
 FD0985'
 FD0985'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 FD0985'FRAME HOUSE, 24 FEET
 FD0985'SOUTHEAST OF AN 18-INCH OAK TREE, AND 1 FOOT NORTH OF
 FD0985'A FENCE.  THE MARK IS A STANDARD
 FD0985'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0985'SET IN A 10-INCH SQUARE FLUSH, CONCRETE MONUMENT
 FD0985'AND THE DISK IS
 FD0985'STAMPED CLOUD AZI 1962.
 FD0985'
 FD0985'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE SOUTH DOWN
 FD0985'DRIVEWAY, CROSSING STATE
 FD0985'ROUTE 15, AND UP DRIVEWAY ON OTHER SIDE TO AZIMUTH
 FD0985'MARK ON THE LEFT.
 FD0985'
 FD0985'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2154 ***********************************************************************
 GA2154  DESIGNATION -  CLOUD AZ MK
 GA2154  PID         -  GA2154
 GA2154  STATE/COUNTY-  TN/HAWKINS
 GA2154  USGS QUAD   -  CAMELOT (1976)
 GA2154
 GA2154                         *CURRENT SURVEY CONTROL
 GA2154  ___________________________________________________________________
 GA2154* NAD 83(1986)-  36 23 10.     (N)    083 06 20.     (W)     SCALED    
 GA2154* NAVD 88     -       335.783  (meters)    1101.65   (feet)  ADJUSTED  
 GA2154  ___________________________________________________________________
 GA2154  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA2154  DYNAMIC HT  -         335.475 (meters)    1100.64  (feet)  COMP
 GA2154  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 GA2154
 GA2154  VERT ORDER  -  SECOND    CLASS 0
 GA2154
 GA2154.The horizontal coordinates were scaled from a topographic map and have
 GA2154.an estimated accuracy of +/- 6 seconds.
 GA2154
 GA2154.The orthometric height was determined by differential leveling
 GA2154.and adjusted by the National Geodetic Survey in June 1991..
 GA2154
 GA2154.The geoid height was determined by GEOID03.
 GA2154
 GA2154.The dynamic height is computed by dividing the NAVD 88
 GA2154.geopotential number by the normal gravity value computed on the
 GA2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2154.degrees latitude (g = 980.6199 gals.).
 GA2154
 GA2154.The modeled gravity was interpolated from observed gravity values.
 GA2154
 GA2154;                    North         East    Units  Estimated Accuracy
 GA2154;SPC TN       -   231,600.      859,660.      MT  (+/- 180 meters Scaled)
 GA2154
 GA2154                          SUPERSEDED SURVEY CONTROL
 GA2154
 GA2154  NGVD 29 (??/??/92)  335.979  (m)         1102.29   (f) ADJ UNCH    2 0
 GA2154
 GA2154.Superseded values are not recommended for survey control.
 GA2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2154.See file dsdata.txt to determine how the superseded data were derived.
 GA2154
 GA2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA111288(NAD 83)
 GA2154_MARKER: DD = SURVEY DISK
 GA2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2154_STAMPING: CLOUD AZI 1963
 GA2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2154+STABILITY: SURFACE MOTION
 GA2154
 GA2154  HISTORY     - Date     Condition        Report By
 GA2154  HISTORY     - 1963     MONUMENTED       TNHD
 GA2154  HISTORY     - 1964     GOOD             TNGS
 GA2154
 GA2154                          STATION DESCRIPTION
 GA2154
 GA2154'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2154'6.5 MI SW FROM ROGERSVILLE.
 GA2154'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA2154'SOUTHWEST ON U.S. HIGHWAY 11W FOR 6.5 MILES TO THE MARK ON THE
 GA2154'LEFT.  THE MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GA2154'HIGHWAY 11W, 17 FEET EAST OF TELEPHONE POLE NO. 78 AND 23 FEET
 GA2154'NORTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2154'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GA2154'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0987 ***********************************************************************
 FD0987  DESIGNATION -  CLOUD AZ MK
 FD0987  PID         -  FD0987
 FD0987  STATE/COUNTY-  TN/WAYNE
 FD0987  USGS QUAD   -  WAYNESBORO (1968)
 FD0987
 FD0987                         *CURRENT SURVEY CONTROL
 FD0987  ___________________________________________________________________
 FD0987* NAD 83(1986)-  35 18 46.     (N)    087 47 13.     (W)     SCALED    
 FD0987* NAVD 88     -       288.045  (meters)     945.03   (feet)  ADJUSTED  
 FD0987  ___________________________________________________________________
 FD0987  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0987  DYNAMIC HT  -         287.773 (meters)     944.14  (feet)  COMP
 FD0987  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FD0987
 FD0987  VERT ORDER  -  SECOND    CLASS 0
 FD0987
 FD0987.The horizontal coordinates were scaled from a topographic map and have
 FD0987.an estimated accuracy of +/- 6 seconds.
 FD0987
 FD0987.The orthometric height was determined by differential leveling
 FD0987.and adjusted by the National Geodetic Survey in June 1991..
 FD0987
 FD0987.The geoid height was determined by GEOID03.
 FD0987
 FD0987.The dynamic height is computed by dividing the NAVD 88
 FD0987.geopotential number by the normal gravity value computed on the
 FD0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0987.degrees latitude (g = 980.6199 gals.).
 FD0987
 FD0987.The modeled gravity was interpolated from observed gravity values.
 FD0987
 FD0987;                    North         East    Units  Estimated Accuracy
 FD0987;SPC TN       -   110,150.      437,510.      MT  (+/- 180 meters Scaled)
 FD0987
 FD0987                          SUPERSEDED SURVEY CONTROL
 FD0987
 FD0987  NGVD 29 (??/??/92)  288.018  (m)          944.94   (f) ADJ UNCH    2 0
 FD0987
 FD0987.Superseded values are not recommended for survey control.
 FD0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0987.See file dsdata.txt to determine how the superseded data were derived.
 FD0987
 FD0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE284080(NAD 83)
 FD0987_MARKER: DD = SURVEY DISK
 FD0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0987_STAMPING: CLOUD AZI 1962
 FD0987_MARK LOGO: TNHD  
 FD0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0987+STABILITY: SURFACE MOTION
 FD0987
 FD0987  HISTORY     - Date     Condition        Report By
 FD0987  HISTORY     - 1962     MONUMENTED       TNHD
 FD0987
 FD0987                          STATION DESCRIPTION
 FD0987
 FD0987'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0987'1.6 MI W FROM WAYNESBORO.
 FD0987'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON
 FD0987'U.S. HIGHWAY 64 FOR 1.6 MILES TO A DRIVEWAY RIGHT.  TURN RIGHT
 FD0987'AND GO 0.1 MILE NORTH TO THE MARK ON THE LEFT.  THE AZIMUTH MARK
 FD0987'IS 32 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL FRAME
 FD0987'HOUSE, 24 FEET SOUTHEAST OF AN 18-INCH OAK TREE, AND 1 FOOT
 FD0987'NORTH OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0987'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0987'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2151 ***********************************************************************
 GA2151  DESIGNATION -  CLOUD RM 1
 GA2151  PID         -  GA2151
 GA2151  STATE/COUNTY-  TN/HAWKINS
 GA2151  USGS QUAD   -  CAMELOT (1976)
 GA2151
 GA2151                         *CURRENT SURVEY CONTROL
 GA2151  ___________________________________________________________________
 GA2151* NAD 83(1986)-  36 23 09.     (N)    083 05 53.     (W)     SCALED    
 GA2151* NAVD 88     -       333.620  (meters)    1094.55   (feet)  ADJUSTED  
 GA2151  ___________________________________________________________________
 GA2151  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA2151  DYNAMIC HT  -         333.315 (meters)    1093.55  (feet)  COMP
 GA2151  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GA2151
 GA2151  VERT ORDER  -  SECOND    CLASS 0
 GA2151
 GA2151.The horizontal coordinates were scaled from a topographic map and have
 GA2151.an estimated accuracy of +/- 6 seconds.
 GA2151
 GA2151.The orthometric height was determined by differential leveling
 GA2151.and adjusted by the National Geodetic Survey in June 1991..
 GA2151
 GA2151.The geoid height was determined by GEOID03.
 GA2151
 GA2151.The dynamic height is computed by dividing the NAVD 88
 GA2151.geopotential number by the normal gravity value computed on the
 GA2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2151.degrees latitude (g = 980.6199 gals.).
 GA2151
 GA2151.The modeled gravity was interpolated from observed gravity values.
 GA2151
 GA2151;                    North         East    Units  Estimated Accuracy
 GA2151;SPC TN       -   231,590.      860,330.      MT  (+/- 180 meters Scaled)
 GA2151
 GA2151                          SUPERSEDED SURVEY CONTROL
 GA2151
 GA2151  NGVD 29 (??/??/92)  333.763  (m)         1095.02   (f) ADJ UNCH    2 0
 GA2151
 GA2151.Superseded values are not recommended for survey control.
 GA2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2151.See file dsdata.txt to determine how the superseded data were derived.
 GA2151
 GA2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA118287(NAD 83)
 GA2151_MARKER: DD = SURVEY DISK
 GA2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2151_STAMPING: CLOUD RM-1 1963
 GA2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2151+STABILITY: SURFACE MOTION
 GA2151
 GA2151  HISTORY     - Date     Condition        Report By
 GA2151  HISTORY     - 1963     MONUMENTED       TNHD
 GA2151  HISTORY     - 1964     GOOD             TNGS
 GA2151
 GA2151                          STATION DESCRIPTION
 GA2151
 GA2151'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2151'6 MI SW FROM ROGERSVILLE.
 GA2151'THE MARK IS LOCATED AT THE CLOUD 1963 STATION SITE, 55 FEET NORTH
 GA2151'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 13 FEET EAST OF
 GA2151'POWER POLE NO. B61 AND 12 FEET SOUTH OF A WIRE FENCE.  THE MARK
 GA2151'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2151'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR
 GA2151'DESCR. SEE STATION CLOUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0986 ***********************************************************************
 FD0986  DESIGNATION -  CLOUD RM 1
 FD0986  PID         -  FD0986
 FD0986  STATE/COUNTY-  TN/WAYNE
 FD0986  USGS QUAD   -  WAYNESBORO (1968)
 FD0986
 FD0986                         *CURRENT SURVEY CONTROL
 FD0986  ___________________________________________________________________
 FD0986* NAD 83(1986)-  35 18 44.     (N)    087 47 14.     (W)     SCALED    
 FD0986* NAVD 88     -       287.505  (meters)     943.26   (feet)  ADJUSTED  
 FD0986  ___________________________________________________________________
 FD0986  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0986  DYNAMIC HT  -         287.234 (meters)     942.37  (feet)  COMP
 FD0986  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FD0986
 FD0986  VERT ORDER  -  SECOND    CLASS 0
 FD0986
 FD0986.The horizontal coordinates were scaled from a topographic map and have
 FD0986.an estimated accuracy of +/- 6 seconds.
 FD0986
 FD0986.The orthometric height was determined by differential leveling
 FD0986.and adjusted by the National Geodetic Survey in June 1991..
 FD0986
 FD0986.The geoid height was determined by GEOID03.
 FD0986
 FD0986.The dynamic height is computed by dividing the NAVD 88
 FD0986.geopotential number by the normal gravity value computed on the
 FD0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0986.degrees latitude (g = 980.6199 gals.).
 FD0986
 FD0986.The modeled gravity was interpolated from observed gravity values.
 FD0986
 FD0986;                    North         East    Units  Estimated Accuracy
 FD0986;SPC TN       -   110,090.      437,480.      MT  (+/- 180 meters Scaled)
 FD0986
 FD0986                          SUPERSEDED SURVEY CONTROL
 FD0986
 FD0986  NGVD 29 (??/??/92)  287.477  (m)          943.16   (f) ADJ UNCH    2 0
 FD0986
 FD0986.Superseded values are not recommended for survey control.
 FD0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0986.See file dsdata.txt to determine how the superseded data were derived.
 FD0986
 FD0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE284079(NAD 83)
 FD0986_MARKER: DD = SURVEY DISK
 FD0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0986_STAMPING: CLOUD RM 1 1962
 FD0986_MARK LOGO: TNHD  
 FD0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0986+STABILITY: SURFACE MOTION
 FD0986
 FD0986  HISTORY     - Date     Condition        Report By
 FD0986  HISTORY     - 1962     MONUMENTED       TNHD
 FD0986
 FD0986                          STATION DESCRIPTION
 FD0986
 FD0986'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0986'1.6 MI W FROM WAYNESBORO.
 FD0986'THIS MARK IS LOCATED AT THE CLOUD 1962 STATION SITE, 28 FEET
 FD0986'NORTH OF A 10-INCH PINE TREE, 18 FEET SOUTH OF AN 8-INCH PINE
 FD0986'TREE AND 82 FEET NORTHEAST OF THE STATION.  THE MARK IS A STANDARD
 FD0986'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0986'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2153 ***********************************************************************
 GA2153  DESIGNATION -  CLOUD RM 2
 GA2153  PID         -  GA2153
 GA2153  STATE/COUNTY-  TN/HAWKINS
 GA2153  USGS QUAD   -  CAMELOT (1976)
 GA2153
 GA2153                         *CURRENT SURVEY CONTROL
 GA2153  ___________________________________________________________________
 GA2153* NAD 83(1986)-  36 23 09.     (N)    083 05 53.     (W)     SCALED    
 GA2153* NAVD 88     -       331.738  (meters)    1088.38   (feet)  ADJUSTED  
 GA2153  ___________________________________________________________________
 GA2153  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA2153  DYNAMIC HT  -         331.435 (meters)    1087.38  (feet)  COMP
 GA2153  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GA2153
 GA2153  VERT ORDER  -  SECOND    CLASS 0
 GA2153
 GA2153.The horizontal coordinates were scaled from a topographic map and have
 GA2153.an estimated accuracy of +/- 6 seconds.
 GA2153
 GA2153.The orthometric height was determined by differential leveling
 GA2153.and adjusted by the National Geodetic Survey in June 1991..
 GA2153
 GA2153.The geoid height was determined by GEOID03.
 GA2153
 GA2153.The dynamic height is computed by dividing the NAVD 88
 GA2153.geopotential number by the normal gravity value computed on the
 GA2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2153.degrees latitude (g = 980.6199 gals.).
 GA2153
 GA2153.The modeled gravity was interpolated from observed gravity values.
 GA2153
 GA2153;                    North         East    Units  Estimated Accuracy
 GA2153;SPC TN       -   231,590.      860,330.      MT  (+/- 180 meters Scaled)
 GA2153
 GA2153                          SUPERSEDED SURVEY CONTROL
 GA2153
 GA2153  NGVD 29 (??/??/92)  331.881  (m)         1088.85   (f) ADJ UNCH    2 0
 GA2153
 GA2153.Superseded values are not recommended for survey control.
 GA2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2153.See file dsdata.txt to determine how the superseded data were derived.
 GA2153
 GA2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA118287(NAD 83)
 GA2153_MARKER: DD = SURVEY DISK
 GA2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2153_STAMPING: CLOUD RM-2 1963
 GA2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2153+STABILITY: SURFACE MOTION
 GA2153
 GA2153  HISTORY     - Date     Condition        Report By
 GA2153  HISTORY     - 1963     MONUMENTED       TNHD
 GA2153  HISTORY     - 1964     GOOD             TNGS
 GA2153
 GA2153                          STATION DESCRIPTION
 GA2153
 GA2153'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2153'6 MI SW FROM ROGERSVILLE.
 GA2153'THE MARK IS LOCATED AT THE CLOUD 1963 STATION SITE, 64 FEET NORTH
 GA2153'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 31 FEET SOUTH OF
 GA2153'A FENCE AND 26 FEET SOUTH OF A SMALL CEDAR TREE.  THE MARK IS A
 GA2153'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2153'CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE
 GA2153'STATION CLOUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0984 ***********************************************************************
 FD0984  DESIGNATION -  CLOUD RM 2
 FD0984  PID         -  FD0984
 FD0984  STATE/COUNTY-  TN/WAYNE
 FD0984  USGS QUAD   -  WAYNESBORO (1968)
 FD0984
 FD0984                         *CURRENT SURVEY CONTROL
 FD0984  ___________________________________________________________________
 FD0984* NAD 83(1986)-  35 18 44.     (N)    087 47 14.     (W)     SCALED    
 FD0984* NAVD 88     -       287.940  (meters)     944.68   (feet)  ADJUSTED  
 FD0984  ___________________________________________________________________
 FD0984  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0984  DYNAMIC HT  -         287.669 (meters)     943.79  (feet)  COMP
 FD0984  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FD0984
 FD0984  VERT ORDER  -  SECOND    CLASS 0
 FD0984
 FD0984.The horizontal coordinates were scaled from a topographic map and have
 FD0984.an estimated accuracy of +/- 6 seconds.
 FD0984
 FD0984.The orthometric height was determined by differential leveling
 FD0984.and adjusted by the National Geodetic Survey in June 1991..
 FD0984
 FD0984.The geoid height was determined by GEOID03.
 FD0984
 FD0984.The dynamic height is computed by dividing the NAVD 88
 FD0984.geopotential number by the normal gravity value computed on the
 FD0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0984.degrees latitude (g = 980.6199 gals.).
 FD0984
 FD0984.The modeled gravity was interpolated from observed gravity values.
 FD0984
 FD0984;                    North         East    Units  Estimated Accuracy
 FD0984;SPC TN       -   110,090.      437,480.      MT  (+/- 180 meters Scaled)
 FD0984
 FD0984                          SUPERSEDED SURVEY CONTROL
 FD0984
 FD0984  NGVD 29 (??/??/92)  287.913  (m)          944.59   (f) ADJ UNCH    2 0
 FD0984
 FD0984.Superseded values are not recommended for survey control.
 FD0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0984.See file dsdata.txt to determine how the superseded data were derived.
 FD0984
 FD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE284079(NAD 83)
 FD0984_MARKER: DD = SURVEY DISK
 FD0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0984_STAMPING: CLOUD RM 2 1962
 FD0984_MARK LOGO: TNHD  
 FD0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0984+STABILITY: SURFACE MOTION
 FD0984
 FD0984  HISTORY     - Date     Condition        Report By
 FD0984  HISTORY     - 1962     MONUMENTED       TNHD
 FD0984
 FD0984                          STATION DESCRIPTION
 FD0984
 FD0984'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0984'1.6 MI W FROM WAYNESBORO.
 FD0984'THIS MARK IS LOCATED AT THE CLOUD 1962 STATION SITE, 22 FEET
 FD0984'NORTH OF A TWIN TRUNKED BEECH TREE, 6 FEET SOUTH OF AN 18-INCH
 FD0984'OAK TREE AND 90 FEET WEST OF THE STATION.  THE MARK IS A STANDARD
 FD0984'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0984'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0346 ***********************************************************************
 GA0346  DESIGNATION -  CLOVER
 GA0346  PID         -  GA0346
 GA0346  STATE/COUNTY-  TN/SULLIVAN
 GA0346  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0346
 GA0346                         *CURRENT SURVEY CONTROL
 GA0346  ___________________________________________________________________
 GA0346* NAD 83(1995)-  36 35 10.87833(N)    082 15 41.55325(W)     ADJUSTED  
 GA0346* NAVD 88     -       546.083  (meters)    1791.61   (feet)  ADJUSTED  
 GA0346  ___________________________________________________________________
 GA0346  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GA0346  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0346  DYNAMIC HT  -         545.577 (meters)    1789.95  (feet)  COMP
 GA0346  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA0346
 GA0346  HORZ ORDER  -  SECOND
 GA0346  VERT ORDER  -  SECOND    CLASS 0
 GA0346
 GA0346.The horizontal coordinates were established by classical geodetic methods
 GA0346.and adjusted by the National Geodetic Survey in April 1999..
 GA0346
 GA0346.The orthometric height was determined by differential leveling
 GA0346.and adjusted by the National Geodetic Survey in June 1991..
 GA0346
 GA0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0346
 GA0346.The geoid height was determined by GEOID03.
 GA0346
 GA0346.The dynamic height is computed by dividing the NAVD 88
 GA0346.geopotential number by the normal gravity value computed on the
 GA0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0346.degrees latitude (g = 980.6199 gals.).
 GA0346
 GA0346.The modeled gravity was interpolated from observed gravity values.
 GA0346
 GA0346;                    North         East     Units Scale Factor Converg.
 GA0346;SPC TN       -   256,368.400   934,490.401   MT  1.00003450   +2 11 19.1
 GA0346;SPC TN       -   841,101.99  3,065,907.26   sFT  1.00003450   +2 11 19.1
 GA0346;SPC VA S     - 1,034,785.055 3,163,450.265   MT  1.00003762   -2 16 58.7
 GA0346;SPC VA S     - 3,394,957.30 10,378,753.08   sFT  1.00003762   -2 16 58.7
 GA0346;UTM  17      - 4,049,727.591   387,145.139   MT  0.99975691   -0 45 07.2
 GA0346
 GA0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0346!SPC TN       -   0.99991921  x   1.00003450  =   0.99995370
 GA0346!SPC VA S     -   0.99991921  x   1.00003762  =   0.99995682
 GA0346!UTM  17      -   0.99991921  x   0.99975691  =   0.99967614
 GA0346
 GA0346:                Primary Azimuth Mark                     Grid Az
 GA0346:SPC TN       -  CLOVER AZ MK                             051 14 57.9
 GA0346:SPC VA S     -  CLOVER AZ MK                             055 43 15.7
 GA0346:UTM  17      -  CLOVER AZ MK                             054 11 24.2
 GA0346
 GA0346|---------------------------------------------------------------------|
 GA0346| PID    Reference Object                     Distance      Geod. Az  |
 GA0346|                                                           dddmmss.s |
 GA0346| DB9057 CLOVER AZ MK                                       0532617.0 |
 GA0346| GA0345 CLOVER RM 1                          11.811 METERS 23747     |
 GA0346| GA0347 CLOVER RM 2                          18.502 METERS 35807     |
 GA0346|---------------------------------------------------------------------|
 GA0346
 GA0346                          SUPERSEDED SURVEY CONTROL
 GA0346
 GA0346  NAD 83(1995)-  36 35 10.87902(N)    082 15 41.55324(W) AD(       ) 2
 GA0346  NAD 83(1995)-  36 35 10.87979(N)    082 15 41.55781(W) AD(       ) 2
 GA0346  NAD 83(1995)-  36 35 10.89189(N)    082 15 41.55955(W) AD(       ) 2
 GA0346  NAD 83(1986)-  36 35 10.89213(N)    082 15 41.56008(W) AD(       ) 2
 GA0346  NAD 27      -  36 35 10.50181(N)    082 15 42.07327(W) AD(       ) 2
 GA0346  NGVD 29 (??/??/92)  546.216  (m)         1792.04   (f) ADJ UNCH    2 0
 GA0346
 GA0346.Superseded values are not recommended for survey control.
 GA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0346.See file dsdata.txt to determine how the superseded data were derived.
 GA0346
 GA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8714549728(NAD 83)
 GA0346_MARKER: DE = TRAVERSE STATION DISK
 GA0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0346_STAMPING: CLOVER 1961
 GA0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0346+STABILITY: SURFACE MOTION
 GA0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0346+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2003
 GA0346
 GA0346  HISTORY     - Date     Condition        Report By
 GA0346  HISTORY     - 1961     MONUMENTED       CGS
 GA0346  HISTORY     - 1961     GOOD             CGS
 GA0346  HISTORY     - 1963     GOOD             CGS
 GA0346  HISTORY     - 20030526 GOOD             GEOCAC
 GA0346
 GA0346                          STATION DESCRIPTION
 GA0346
 GA0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0346'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF BLOUNTVILLE, AND
 GA0346'ABOUT 4 MILES WEST OF
 GA0346'BRISTOL.
 GA0346'
 GA0346'THE STATION IS REACHED FROM THE POST OFFICE IN BLOUNTVILLE, GO NORTH
 GA0346'ON BLACKTOP ROAD FOR
 GA0346'2.0 MILES TO A CROSSROADS AND CHURCH, TURN RIGHT ON
 GA0346'GRAVELED ROAD AND GO 0.65 MILE TO A
 GA0346'RIGHT FORK, TAKE THE RIGHT FORK
 GA0346'AND GO 1.1 MILE TO A SIDE ROAD RIGHT, CONTINUE
 GA0346'STRAIGHT AHEAD FOR 0.2
 GA0346'MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.65 MILE
 GA0346'TO A T-ROAD, TURN
 GA0346'LEFT AND GO 2.1 MILE TO A CROSSROADS AND WALNUT HILL
 GA0346'SCHOOL, CONTINUE STRAIGHT AHEAD
 GA0346'FOR 0.4 MILE TO U.  S.  HIGHWAY 11W,
 GA0346'TURN RIGHT AND GO 0.05 MILE TO A SIDE ROAD RIGHT
 GA0346'WHICH IS THE
 GA0346'APPROACH TO THE WEST BOUND TRAFFIC LANES OF THE NEW INTERSTATE
 GA0346'HIGHWAY, TURN
 GA0346'RIGHT AND GO DOWN APPROACH TO HIGHWAY, FROM HERE THE
 GA0346'STATION IS ABOUT 100 YARDS SOUTH
 GA0346'ACROSS THE FOUR TRAFFIC LANES ON TOP
 GA0346'OF A LOW RIGHT-OF-WAY CUT.
 GA0346'
 GA0346'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CLOVER 1961,
 GA0346'SET IN A SQUARE CONCRETE
 GA0346'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 16 FEET SOUTH
 GA0346'OF HIGHWAY RIGHT-OF-WAY CUT, 5
 GA0346'FEET NORTH OF A FENCE LINE, AND 2 FEET
 GA0346'SOUTHWEST OF A WITNESS POST AND SIGN.
 GA0346'
 GA0346'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CLOVER NO. 1 1961, IS
 GA0346'CEMENTED IN A DRILLED HOLE
 GA0346'IN OUTCROPPING BEDROCK ON THE NORTH SLOPE OF
 GA0346'HIGHWAY RIGHT-OF-WAY.  IT IS 59.6
 GA0346'FEET NORTH OF A FENCE LINE, 59.3
 GA0346'FEET NORTHEAST OF A WITNESS POST, AND 8.3 FEET SOUTH
 GA0346'OF A SHARP CUT
 GA0346'IN RIGHT-OF-WAY.  IT IS ABOUT 3 FEET LOWER THAN STATION.
 GA0346'
 GA0346'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CLOVER NO. 2 1961,
 GA0346'SET IN A SQUARE CONCRETE
 GA0346'MONUMENT WHICH IS FLUSH, 16 FEET SOUTH OF HIGHWAY
 GA0346'RIGHT-OF-WAY CUT AND 3 FEET NORTH
 GA0346'OF A FENCE.  IT IS THE SAME
 GA0346'ELEVATION AS STATION.
 GA0346'
 GA0346'THE AZIMUTH MARK IS A STATE OF TENNESSEE DEPARTMENT OF HIGHWAYS
 GA0346'ELEVATION DISK, NO STAMPING,
 GA0346'CEMENTED IN WALKWAY AT THE SOUTHWEST END OF THE WEST
 GA0346'BOUND TRAFFIC LANES OF OVERPASS
 GA0346'ON U.  S.  HIGHWAY 11W.  IT IS 19.5
 GA0346'FEET SOUTH OF THE CENTER OF WEST BOUND TRAFFIC
 GA0346'LANES AND 1 FOOT WEST
 GA0346'OF EAST END OF WALKWAY.
 GA0346'
 GA0346'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST ON INTERSTATE HIGHWAY
 GA0346'FOR 0.25 MILE TO AN
 GA0346'OVERPASS, U.  S.  HIGHWAY 11W, AND AZIMUTH AS DESCRIBED.
 GA0346'
 GA0346'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GA0346
 GA0346                          STATION RECOVERY (1961)
 GA0346
 GA0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0346'1.1 MI W FROM BRISTOL.
 GA0346'FROM THE POINT WHERE U.S. HIGHWAY 11W CROSSES OVER INTERSTATE
 GA0346'HIGHWAY 81 IN WEST BRISTOL, GO 0.2 MILE WEST ON INTERSTATE HIGHWAY
 GA0346'81 TO A LOW HIGHWAY CUT AND THE STATION ON THE SOUTH CUT.  THE
 GA0346'STATION MARK IS 16 FT. SOUTH OF HIGHWAY CUT, 5 FT. NORTH OF THE
 GA0346'RIGHT-OF-WAY FENCE, AND 2 FT. SOUTHWEST OF A WITNESS SIGN.  THE
 GA0346'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS
 GA0346'ABOUT 25 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 GA0346
 GA0346                          STATION RECOVERY (1963)
 GA0346
 GA0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 GA0346'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  NO
 GA0346'SEARCH WAS MADE FOR THE
 GA0346'AZIMUTH MARK.
 GA0346
 GA0346                          STATION RECOVERY (2003)
 GA0346
 GA0346'RECOVERY NOTE BY GEOCACHING 2003 (BYC)
 GA0346'ERROR IN PRESENT REFERENCE POINT LOCATION DESCRIPTION SHOULD BE
 GA0346'CHANGED TO REFLECT
 GA0346'CLOVER RM 1 IS LOCATED 38 FEET SW OF STATION MARK AND
 GA0346'CLOVER RM 2 IS LOCATED 60 FEET N  OF STATION MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2288 ***********************************************************************
 FE2288  DESIGNATION -  CLOVER
 FE2288  PID         -  FE2288
 FE2288  STATE/COUNTY-  TN/MADISON
 FE2288  USGS QUAD   -  TEAGUE (1981)
 FE2288
 FE2288                         *CURRENT SURVEY CONTROL
 FE2288  ___________________________________________________________________
 FE2288* NAD 83(1995)-  35 25 52.32786(N)    088 52 36.17216(W)     ADJUSTED  
 FE2288* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 FE2288  ___________________________________________________________________
 FE2288  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FE2288  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2288
 FE2288  HORZ ORDER  -  THIRD
 FE2288
 FE2288.The horizontal coordinates were established by classical geodetic methods
 FE2288.and adjusted by the National Geodetic Survey in April 1999..
 FE2288
 FE2288.The orthometric height was scaled from a topographic map.
 FE2288
 FE2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2288
 FE2288.The geoid height was determined by GEOID03.
 FE2288
 FE2288;                    North         East     Units Scale Factor Converg.
 FE2288;SPC TN       -   125,646.884   338,819.758   MT  0.99997297   -1 41 02.9
 FE2288;SPC TN       -   412,226.49  1,111,611.16   sFT  0.99997297   -1 41 02.9
 FE2288;UTM  16      - 3,922,481.259   329,639.865   MT  0.99995767   -1 05 17.7
 FE2288
 FE2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2288!SPC TN       -   0.99998024  x   0.99997297  =   0.99995322
 FE2288!UTM  16      -   0.99998024  x   0.99995767  =   0.99993792
 FE2288
 FE2288|---------------------------------------------------------------------|
 FE2288| PID    Reference Object                     Distance      Geod. Az  |
 FE2288|                                                           dddmmss.s |
 FE2288| CG3805 CLOVER RM 1                          21.022 METERS 08637     |
 FE2288| CG3804 CLOVER AZ MK                                       1413541.9 |
 FE2288| CG3806 CLOVER RM 2                          20.640 METERS 22558     |
 FE2288|---------------------------------------------------------------------|
 FE2288
 FE2288                          SUPERSEDED SURVEY CONTROL
 FE2288
 FE2288  NAD 83(1995)-  35 25 52.33387(N)    088 52 36.17661(W) AD(       ) 3
 FE2288  NAD 83(1986)-  35 25 52.33965(N)    088 52 36.17297(W) AD(       ) 3
 FE2288  NAD 27      -  35 25 52.05550(N)    088 52 35.96020(W) AD(       ) 3
 FE2288
 FE2288.Superseded values are not recommended for survey control.
 FE2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2288.See file dsdata.txt to determine how the superseded data were derived.
 FE2288
 FE2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2964022481(NAD 83)
 FE2288_MARKER: DS = TRIANGULATION STATION DISK
 FE2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2288
 FE2288  HISTORY     - Date     Condition        Report By
 FE2288  HISTORY     - 1958     MONUMENTED       CGS
 FE2288
 FE2288                          STATION DESCRIPTION
 FE2288
 FE2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2288'THE STATION IS ABOUT 2.0 MILES SOUTH OF THE VILLAGE OF MEDON AND
 FE2288'ABOUT 200 FEET WEST OF STATE HIGHWAY 18 ON THE PROPERTY OF MR. SAM
 FE2288'WILSON. IT IS 32 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD,
 FE2288'15 FEET WEST OF A 16 INCH OAK TREE AND 6 FEET SOUTH OF A WHITE
 FE2288'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLOVER
 FE2288'1958.
 FE2288'
 FE2288'TO REACH THE STATION FROM THE BAPTIST CHURCH IN THE SOUTHERN SECTION
 FE2288'OF THE TOWN OF MEDON, GO SOUTHERLY ON STATE HIGHWAY 18 FOR
 FE2288'1.5 MILES TO THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD.
 FE2288'
 FE2288'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 18 AND A
 FE2288'GRAVELED ROAD WEST (ABOUT 200 FEET EAST OF THE STATION), GO
 FE2288'SOUTH ON HIGHWAY 18 FOR 0.2 MILE TO A GRAVELED DRIVEWAY LEFT. TURN
 FE2288'LEFT AND GO EAST ON THE DRIVEWAY FOR 0.1 MILE TO A HOUSE ON THE
 FE2288'RIGHT AND A FIELD ROAD LEFT. TURN LEFT AND GO NORTH ON THE FIELD ROAD
 FE2288'FOR 0.1 MILE TO A FIELD T-ROAD. TURN RIGHT AND GO EAST ON A FIELD
 FE2288'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2288'
 FE2288'REFERENCE MARK 1 IS 127 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 FE2288'18, 16 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 14 FEET
 FE2288'EAST OF A 16 INCH GUM TREE AND 15 FEET SOUTHWEST OF A 6 INCH PINE
 FE2288'TREE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CLOVER
 FE2288'NO 1 1958.
 FE2288'
 FE2288'REFERENCE MARK 2 IS 29 FEET SOUTHEAST OF A WIRE FENCE, 11 FEET
 FE2288'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, 6 FEET EAST OF A
 FE2288'16 INCH OAK TREE AND 71 FEET SOUTHWEST OF A WHITE WITNESS POST. THE
 FE2288'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CLOVER NO 2 1958.
 FE2288'
 FE2288'THE AZIMUTH MARK IS 114 FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD,
 FE2288'32 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME BARN, 6
 FE2288'INCHES NORTH OF A WIRE FENCE AND 2 FEET EAST OF A T-FENCE CORNER. THE
 FE2288'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED CLOVER 1958.
 FE2288'
 FE2288'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1690 ***********************************************************************
 GB1690  DESIGNATION -  CLOVER 2
 GB1690  PID         -  GB1690
 GB1690  STATE/COUNTY-  TN/PUTNAM
 GB1690  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1690
 GB1690                         *CURRENT SURVEY CONTROL
 GB1690  ___________________________________________________________________
 GB1690* NAD 83(1995)-  36 08 01.45933(N)    085 27 03.66006(W)     ADJUSTED  
 GB1690* NAVD 88     -       375.99   (meters)    1233.6    (feet)  RESET     
 GB1690  ___________________________________________________________________
 GB1690  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 GB1690  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GB1690
 GB1690  HORZ ORDER  -  SECOND
 GB1690  VERT ORDER  -  THIRD
 GB1690
 GB1690.The horizontal coordinates were established by classical geodetic methods
 GB1690.and adjusted by the National Geodetic Survey in April 1999..
 GB1690
 GB1690.The orthometric height was computed from unverified reset data.
 GB1690
 GB1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1690
 GB1690.The geoid height was determined by GEOID03.
 GB1690
 GB1690;                    North         East     Units Scale Factor Converg.
 GB1690;SPC TN       -   199,893.070   649,412.515   MT  0.99996204   +0 19 17.0
 GB1690;SPC TN       -   655,815.85  2,130,614.23   sFT  0.99996204   +0 19 17.0
 GB1690;UTM  16      - 3,999,893.293   639,375.305   MT  0.99983935   +0 54 48.7
 GB1690
 GB1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1690!SPC TN       -   0.99994560  x   0.99996204  =   0.99990764
 GB1690!UTM  16      -   0.99994560  x   0.99983935  =   0.99978496
 GB1690
 GB1690|---------------------------------------------------------------------|
 GB1690| PID    Reference Object                     Distance      Geod. Az  |
 GB1690|                                                           dddmmss.s |
 GB1690| GB1689 CLOVER                               24.726 METERS 00953     |
 GB1690| GB2394 TS H2                               APPROX. 1.8 KM 0831733.6 |
 GB1690| GB1691 CLOVER 2 RM 3                        15.786 METERS 10332     |
 GB1690| GB1692 CLOVER 2 RM 4                        16.386 METERS 19117     |
 GB1690| GB2392 COOKEVILLE LOOKOUT TOWER NC 33      APPROX. 1.8 KM 3042405.1 |
 GB1690|---------------------------------------------------------------------|
 GB1690
 GB1690                          SUPERSEDED SURVEY CONTROL
 GB1690
 GB1690  NAD 83(1995)-  36 08 01.46180(N)    085 27 03.66203(W) AD(       ) 2
 GB1690  NAD 83(1995)-  36 08 01.46473(N)    085 27 03.66364(W) AD(       ) 2
 GB1690  NAD 83(1986)-  36 08 01.47204(N)    085 27 03.66252(W) AD(       ) 2
 GB1690  NAD 27      -  36 08 01.24621(N)    085 27 03.74773(W) AD(       ) 2
 GB1690  NGVD 29 (07/19/86)  376.05   (m)         1233.8    (f) LEVELING    3  
 GB1690
 GB1690.Superseded values are not recommended for survey control.
 GB1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1690.See file dsdata.txt to determine how the superseded data were derived.
 GB1690
 GB1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3937599893(NAD 83)
 GB1690_MARKER: DE = TRAVERSE STATION DISK
 GB1690_SETTING: 66 = SET IN ROCK OUTCROP
 GB1690_SP_SET: BEDROCK
 GB1690_STAMPING: CLOVER 2 1968
 GB1690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1690+STABILITY: POSITION/ELEVATION WELL
 GB1690
 GB1690  HISTORY     - Date     Condition        Report By
 GB1690  HISTORY     - 1968     MONUMENTED       CGS
 GB1690  HISTORY     - 1968     GOOD             CGS
 GB1690
 GB1690                          STATION DESCRIPTION
 GB1690
 GB1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GB1690'THE STATION IS LOCATED ATOP A LOW HILL ABOUT 4 MILES SOUTH OF
 GB1690'ALGOOD, 3 MILES SOUTHEAST OF COOKEVILLE AND ABOUT 0.15 OF A MILE
 GB1690'SOUTH-SOUTHWEST OF THE DIAMOND INTERCHANGE WHERE U. S. HIGHWAY 70N
 GB1690'PASSES OVER INTERSTATE ROUTE 40.  IT IS ON THE PROPERTY OF MR.
 GB1690'F. C. FOWLER.
 GB1690'
 GB1690'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PUTNAM COUNTY
 GB1690'COURTHOUSE SQUARE IN COOKEVILLE, GO EAST AND SOUTH ON U. S. HIGHWAY
 GB1690'70N FOR 3.45 MILES TO A DIAMOND INTERCHANGE FOR INTERSTATE ROUTE
 GB1690'40.  PASS OVER INTERSTATE ROUTE 40 AND CONTINUE SOUTH ON U. S.
 GB1690'HIGHWAY 70N FOR 0.1 MILE TO A GRAVELED ROAD SHARP RIGHT DIRECTLY
 GB1690'WEST OF A CROSSOVER IN THE HIGHWAY MEDIAN.  HERE TURN SHARP
 GB1690'RIGHT ON THIS GRAVELED ROAD AND GO NORTHWEST AND WEST FOR 0.1 OF A
 GB1690'MILE TO A FIELD ROAD LEFT, TURN LEFT ON THIS FIELD ROAD AND
 GB1690'GO SOUTH 0.15 OF A MILE TO A WOVEN WIRE FENCE AND THE STATION
 GB1690'JUST SOUTH OF THIS FENCE AS DESCRIBED.  THIS POINT WILL BE
 GB1690'JUST SOUTH OF A HOWARD JOHNSONS MOTOR LODGE WHEN IT IS
 GB1690'COMPLETED.
 GB1690'
 GB1690'THE STATION IS IN A SMALL PASTURE ON THE EAST SLOPE OF THE HILL
 GB1690'AND ABOUT 6 FEET BELOW THE HIGHEST POINT, 74 FEET EAST OF A
 GB1690'NORTHWEST FENCE CORNER POST, 57 FEET WEST OF A 12-INCH FORKED
 GB1690'TRUNKED CEDAR TREE, 4.2 FEET SOUTH OF A WOVEN WIRE FENCE, AND 4.1
 GB1690'FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GB1690'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE BEDROCK
 GB1690'AND THE DISK IS STAMPED CLOVER 2 1968.
 GB1690'
 GB1690'REFERENCE MARK NO. 3 IS ON THE EAST SLOPE OF THE HILL ABOUT 7 FEET
 GB1690'BELOW THE ELEVATION OF THE STATION, 50 FEET EAST OF A METAL WITNESS
 GB1690'POST AND SIGN, 7 FEET WEST OF A 12-INCH FORKED TRUNKED CEDAR TREE,
 GB1690'AND 5.5 FEET SOUTH OF A WOVEN WIRE FENCE.  IT IS A STANDARD DISK
 GB1690'CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE BEDROCK AND
 GB1690'THE DISK IS STAMPED CLOVER 2 NO 3 1968.
 GB1690'
 GB1690'REFERENCE MARK NO. 4 IS ON THE EAST SLOPE OF THE HILL ABOUT 1 FOOT
 GB1690'ABOVE THE ELEVATION OF THE STATION, 56 FEET SOUTH OF A WOVEN
 GB1690'WIRE FENCE, 56 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND
 GB1690'5 FEET WEST OF A 16-INCH CEDAR TREE.  IT IS A STANDARD DISK
 GB1690'CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE BEDROCK AND
 GB1690'THE DISK IS STAMPED CLOVER 2 NO 4 1968.
 GB1690'
 GB1690'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GB1690'REFERENCE MARK NO. 4 IS 73.16 FEET - 22.298 METERS.
 GB1690'
 GB1690'TRAVERSE STATION TS-H2 1960 ABOUT 1.1 MILE EAST OF THE STATION WILL
 GB1690'SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 GB1690
 GB1690                          STATION RECOVERY (1968)
 GB1690
 GB1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GB1690'3 MI SE FROM COOKEVILLE.
 GB1690'THIS MARK IS AT THE CLOVER 2 1968 TRAVERSE STATION SITE.  IT IS
 GB1690'3.45 MILES EAST AND SOUTH ALONG U.S. HIGHWAY 70N FROM THE
 GB1690'SOUTHEAST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE
 GB1690'TO THE DIAMOND INTERCHANGE FOR INTERSTATE ROUTE 40.  CONTINUE
 GB1690'SOUTH ON U.S. HIGHWAY 70N FOR 0.1 MILE TO A GRAVELED ROAD SHARP
 GB1690'RIGHT DIRECTLY WEST OF A CROSSOVER IN THE HIGHWAY MEDIAN.
 GB1690'HERE TURN SHARP RIGHT AND GO NORTHWEST AND WEST ON THE
 GB1690'GRAVELED ROAD FOR 0.1 MILE TO A FIELD ROAD LEFT, TURN LEFT ON
 GB1690'THE FIELD ROAD AND GO SOUTH 0.15 OF A MILE TO A WOVEN WIRE FENCE
 GB1690'AND THE MARK AS DESCRIBED.  IT IS 74 FEET EAST OF A NORTHWEST
 GB1690'FENCE CORNER POST, 57 FEET WEST OF A 12-INCH FORKED TRUNKED
 GB1690'CEDAR TREE, 53.76 FEET NORTH OF REFERENCE MARK NO. 4, 51.79
 GB1690'FEET WEST-NORTHWEST OF REFERENCE MARK NO. 3, 4.2 FEET SOUTH OF
 GB1690'THE WOVEN WIRE FENCE, AND 4.1 FEET SOUTH OF A METAL WITNESS
 GB1690'POST AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GB1690'IN OUTCROPPING LIMESTONE BEDROCK AND THE DISK IS STAMPED CLOVER
 GB1690'2 1968.  NOTE-- THIS MARK WILL BE JUST SOUTH OF A HOWARD
 GB1690'JOHNSONS MOTOR LODGE WHEN IT IS COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1691 ***********************************************************************
 GB1691  DESIGNATION -  CLOVER 2 RM 3
 GB1691  PID         -  GB1691
 GB1691  STATE/COUNTY-  TN/PUTNAM
 GB1691  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1691
 GB1691                         *CURRENT SURVEY CONTROL
 GB1691  ___________________________________________________________________
 GB1691* NAD 83(1986)-  36 08 02.     (N)    085 27 03.     (W)     SCALED    
 GB1691* NAVD 88     -       373.90   (meters)    1226.7    (feet)  RESET     
 GB1691  ___________________________________________________________________
 GB1691  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GB1691
 GB1691  VERT ORDER  -  THIRD
 GB1691
 GB1691.The horizontal coordinates were scaled from a topographic map and have
 GB1691.an estimated accuracy of +/- 6 seconds.
 GB1691
 GB1691.The orthometric height was computed from unverified reset data.
 GB1691
 GB1691.The geoid height was determined by GEOID03.
 GB1691
 GB1691;                    North         East    Units  Estimated Accuracy
 GB1691;SPC TN       -   199,910.      649,430.      MT  (+/- 180 meters Scaled)
 GB1691
 GB1691                          SUPERSEDED SURVEY CONTROL
 GB1691
 GB1691.No superseded survey control is available for this station.
 GB1691
 GB1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE393999(NAD 83)
 GB1691_MARKER: DR = REFERENCE MARK DISK
 GB1691_SETTING: 66 = SET IN ROCK OUTCROP
 GB1691_SP_SET: BEDROCK
 GB1691_STAMPING: CLOVER 2 NO 3 1968
 GB1691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1691+STABILITY: POSITION/ELEVATION WELL
 GB1691
 GB1691  HISTORY     - Date     Condition        Report By
 GB1691  HISTORY     - 1968     MONUMENTED       CGS
 GB1691
 GB1691                          STATION DESCRIPTION
 GB1691
 GB1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB1691'3 MI SE FROM COOKEVILLE.
 GB1691'THIS MARK IS AT THE CLOVER 2 1968 TRAVERSE STATION SITE.  IT IS
 GB1691'3.45 MILES EAST AND SOUTH ALONG U.S. HIGHWAY 70N FROM THE
 GB1691'SOUTHEAST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE
 GB1691'TO THE DIAMOND INTERCHANGE FOR INTERSTATE ROUTE 40.  CONTINUE
 GB1691'SOUTH ON U.S. HIGHWAY 70N FOR 0.1 MILE TO A GRAVELED ROAD SHARP
 GB1691'RIGHT DIRECTLY WEST OF A CROSSOVER IN THE HIGHWAY MEDIAN.  HERE
 GB1691'TURN SHARP RIGHT AND GO NORTHWEST AND WEST ON THE GRAVELED ROAD
 GB1691'FOR 0.1 MILE TO A FIELD ROAD LEFT, TURN LEFT ON THE FIELD ROAD
 GB1691'AND GO SOUTH FOR 0.15 OF A MILE TO A WOVEN WIRE FENCE AND THE
 GB1691'MARK AS DESCRIBED.  IT IS 73.16 FEET NORTHEAST OF REFERENCE MARK NO.
 GB1691'4, 51.79 FEET EAST-SOUTHEAST OF THE STATION MARK, 50 FEET EAST
 GB1691'OF A METAL WITNESS POST AND SIGN, 7 FEET WEST OF A 12-INCH
 GB1691'FORKED TRUNKED CEDAR TREE, AND 5.5 FEET SOUTH OF A WOVEN WIRE
 GB1691'FENCE.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 GB1691'HOLE IN OUTCROPPING LIMESTONE BEDROCK AND THE DISK IS STAMPED
 GB1691'CLOVER 2 NO 3 1968.  NOTE-- THIS MARK WILL BE JUST SOUTH OF A
 GB1691'HOWARD JOHNSONS MOTOR LODGE WHEN IT IS COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1692 ***********************************************************************
 GB1692  DESIGNATION -  CLOVER 2 RM 4
 GB1692  PID         -  GB1692
 GB1692  STATE/COUNTY-  TN/PUTNAM
 GB1692  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1692
 GB1692                         *CURRENT SURVEY CONTROL
 GB1692  ___________________________________________________________________
 GB1692* NAD 83(1986)-  36 08 02.     (N)    085 27 03.     (W)     SCALED    
 GB1692* NAVD 88     -       375.73   (meters)    1232.7    (feet)  RESET     
 GB1692  ___________________________________________________________________
 GB1692  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GB1692
 GB1692  VERT ORDER  -  THIRD
 GB1692
 GB1692.The horizontal coordinates were scaled from a topographic map and have
 GB1692.an estimated accuracy of +/- 6 seconds.
 GB1692
 GB1692.The orthometric height was computed from unverified reset data.
 GB1692
 GB1692.The geoid height was determined by GEOID03.
 GB1692
 GB1692;                    North         East    Units  Estimated Accuracy
 GB1692;SPC TN       -   199,910.      649,430.      MT  (+/- 180 meters Scaled)
 GB1692
 GB1692                          SUPERSEDED SURVEY CONTROL
 GB1692
 GB1692.No superseded survey control is available for this station.
 GB1692
 GB1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE393999(NAD 83)
 GB1692_MARKER: DR = REFERENCE MARK DISK
 GB1692_SETTING: 66 = SET IN ROCK OUTCROP
 GB1692_SP_SET: BEDROCK
 GB1692_STAMPING: CLOVER 2 NO 4 1968
 GB1692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1692+STABILITY: POSITION/ELEVATION WELL
 GB1692
 GB1692  HISTORY     - Date     Condition        Report By
 GB1692  HISTORY     - 1968     MONUMENTED       CGS
 GB1692
 GB1692                          STATION DESCRIPTION
 GB1692
 GB1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB1692'3 MI SE FROM COOKEVILLE.
 GB1692'THIS MARK IS AT THE CLOVER 2 1968 TRAVERSE STATION SITE.  IT IS
 GB1692'3.45 MILES EAST AND SOUTH ALONG U.S. HIGHWAY 70N FROM THE
 GB1692'SOUTHEAST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE
 GB1692'TO THE DIAMOND INTERCHANGE FOR INTERSTATE ROUTE 40.  CONTINUE
 GB1692'SOUTH ON U.S. HIGHWAY 70N FOR 0.1 MILE TO A GRAVELED ROAD SHARP
 GB1692'RIGHT DIRECTLY WEST OF A CROSSOVER IN THE HIGHWAY MEDIAN.  HERE
 GB1692'TURN SHARP RIGHT AND GO NORTHWEST AND WEST ON THE GRAVELED ROAD
 GB1692'FOR 0.1 MILE TO A FIELD ROAD LEFT, TURN LEFT ON THE FIELD ROAD
 GB1692'AND GO SOUTH FOR 0.15 OF A MILE TO A WOVEN WIRE FENCE AND THE
 GB1692'MARK DESCRIBED.  IT IS 73.16 FEET SOUTHWEST OF REFERENCE MARK NO.
 GB1692'3, 56 FEET SOUTH OF A WOVEN WIRE FENCE, 56 FEET SOUTH OF A METAL
 GB1692'WITNESS POST AND SIGN, 53.76 FEET SOUTH OF THE STATION MARK, AND
 GB1692'5 FEET WEST OF A 16-INCH CEDAR TREE.  IT IS A STANDARD DISK
 GB1692'CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE BEDROCK AND
 GB1692'THE DISK IS STAMPED CLOVER 2 NO 4 1968.  NOTE-- THIS MARK WILL
 GB1692'BE JUST SOUTH OF A HOWARD JOHNSONS MOTOR LODGE WHEN IT IS
 GB1692'COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0345 ***********************************************************************
 GA0345  DESIGNATION -  CLOVER RM 1
 GA0345  PID         -  GA0345
 GA0345  STATE/COUNTY-  TN/SULLIVAN
 GA0345  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0345
 GA0345                         *CURRENT SURVEY CONTROL
 GA0345  ___________________________________________________________________
 GA0345* NAD 83(1986)-  36 35 10.     (N)    082 15 41.     (W)     SCALED    
 GA0345* NAVD 88     -       545.775  (meters)    1790.60   (feet)  ADJUSTED  
 GA0345  ___________________________________________________________________
 GA0345  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0345  DYNAMIC HT  -         545.269 (meters)    1788.94  (feet)  COMP
 GA0345  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA0345
 GA0345  VERT ORDER  -  SECOND    CLASS 0
 GA0345
 GA0345.The horizontal coordinates were scaled from a topographic map and have
 GA0345.an estimated accuracy of +/- 6 seconds.
 GA0345
 GA0345.The orthometric height was determined by differential leveling
 GA0345.and adjusted by the National Geodetic Survey in June 1991..
 GA0345
 GA0345.The geoid height was determined by GEOID03.
 GA0345
 GA0345.The dynamic height is computed by dividing the NAVD 88
 GA0345.geopotential number by the normal gravity value computed on the
 GA0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0345.degrees latitude (g = 980.6199 gals.).
 GA0345
 GA0345.The modeled gravity was interpolated from observed gravity values.
 GA0345
 GA0345;                    North         East    Units  Estimated Accuracy
 GA0345;SPC TN       -   256,340.      934,510.      MT  (+/- 180 meters Scaled)
 GA0345
 GA0345                          SUPERSEDED SURVEY CONTROL
 GA0345
 GA0345  NGVD 29 (??/??/92)  545.907  (m)         1791.03   (f) ADJ UNCH    2 0
 GA0345
 GA0345.Superseded values are not recommended for survey control.
 GA0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0345.See file dsdata.txt to determine how the superseded data were derived.
 GA0345
 GA0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA871497(NAD 83)
 GA0345_MARKER: DR = REFERENCE MARK DISK
 GA0345_SETTING: 66 = SET IN ROCK OUTCROP
 GA0345_SP_SET: OUTCROPPING BEDROCK
 GA0345_STAMPING: CLOVER NO 1 1961
 GA0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0345+STABILITY: POSITION/ELEVATION WELL
 GA0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0345+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2003
 GA0345
 GA0345  HISTORY     - Date     Condition        Report By
 GA0345  HISTORY     - 1961     MONUMENTED       CGS
 GA0345  HISTORY     - 20030526 GOOD             GEOCAC
 GA0345
 GA0345                          STATION DESCRIPTION
 GA0345
 GA0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0345'1.1 MI W FROM BRISTOL.
 GA0345'THIS MARK IS LOCATED AT THE CLOVER 1961 STATION SITE, 38.7 FT.
 GA0345'SOUTHWEST OF THE STATION MARK, 59.6 FT. NORTH OF FENCE LINE, 59.3
 GA0345'FT. NORTHEAST OF A WITNESS SIGN, AND 8.3 FT. SOUTH OF A SHARP CUT
 GA0345'IN RIGHT-OF-WAY CUT.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GA0345'TOP OF OUTCROPPING BEDROCK AND IS ABOUT 20 FT. ABOVE THE LEVEL OF
 GA0345'THE HIGHWAY.
 GA0345
 GA0345                          STATION RECOVERY (2003)
 GA0345
 GA0345'RECOVERY NOTE BY GEOCACHING 2003 (BYC)
 GA0345'ERRORS IN STATION DESCRIPTION AND OFFICIAL HISTORY SHOULD BE CHANGED
 GA0345'TO REFLECT THE FACT THAT CLOVER RM 1 IS LOCATED AT THE CLOVER 1961
 GA0345'STATION SITE, 39.6 FEET SW OF THE STATION MARK AND 3 FEET FROM A
 GA0345'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA0345'GROUND AND IS ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0347 ***********************************************************************
 GA0347  DESIGNATION -  CLOVER RM 2
 GA0347  PID         -  GA0347
 GA0347  STATE/COUNTY-  TN/SULLIVAN
 GA0347  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0347
 GA0347                         *CURRENT SURVEY CONTROL
 GA0347  ___________________________________________________________________
 GA0347* NAD 83(1986)-  36 35 10.     (N)    082 15 41.     (W)     SCALED    
 GA0347* NAVD 88     -       542.496  (meters)    1779.84   (feet)  ADJUSTED  
 GA0347  ___________________________________________________________________
 GA0347  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0347  DYNAMIC HT  -         541.993 (meters)    1778.19  (feet)  COMP
 GA0347  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA0347
 GA0347  VERT ORDER  -  SECOND    CLASS 0
 GA0347
 GA0347.The horizontal coordinates were scaled from a topographic map and have
 GA0347.an estimated accuracy of +/- 6 seconds.
 GA0347
 GA0347.The orthometric height was determined by differential leveling
 GA0347.and adjusted by the National Geodetic Survey in June 1991..
 GA0347
 GA0347.The geoid height was determined by GEOID03.
 GA0347
 GA0347.The dynamic height is computed by dividing the NAVD 88
 GA0347.geopotential number by the normal gravity value computed on the
 GA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0347.degrees latitude (g = 980.6199 gals.).
 GA0347
 GA0347.The modeled gravity was interpolated from observed gravity values.
 GA0347
 GA0347;                    North         East    Units  Estimated Accuracy
 GA0347;SPC TN       -   256,340.      934,510.      MT  (+/- 180 meters Scaled)
 GA0347
 GA0347                          SUPERSEDED SURVEY CONTROL
 GA0347
 GA0347  NGVD 29 (??/??/92)  542.628  (m)         1780.27   (f) ADJ UNCH    2 0
 GA0347
 GA0347.Superseded values are not recommended for survey control.
 GA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0347.See file dsdata.txt to determine how the superseded data were derived.
 GA0347
 GA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA871497(NAD 83)
 GA0347_MARKER: DR = REFERENCE MARK DISK
 GA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0347_STAMPING: CLOVER NO 2 1961
 GA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0347+STABILITY: SURFACE MOTION
 GA0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0347+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2003
 GA0347
 GA0347  HISTORY     - Date     Condition        Report By
 GA0347  HISTORY     - 1961     MONUMENTED       CGS
 GA0347  HISTORY     - 20030526 GOOD             GEOCAC
 GA0347
 GA0347                          STATION DESCRIPTION
 GA0347
 GA0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0347'1.1 MI W FROM BRISTOL.
 GA0347'THIS MARK IS LOCATED AT THE CLOVER 1961 STATION SITE, 60.7 FT.
 GA0347'NORTH OF THE STATION MARK, 16 FT. SOUTH OF HIGHWAY CUT, AND 3 FT.
 GA0347'NORTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA0347'FLUSH WITH THE GROUND AND IS ABOUT 25 FT. ABOVE THE LEVEL OF THE
 GA0347'HIGHWAY.
 GA0347
 GA0347                          STATION RECOVERY (2003)
 GA0347
 GA0347'RECOVERY NOTE BY GEOCACHING 2003 (BYC)
 GA0347'ERRORS IN BOTH THE STATION DESCRIPTION AND THE OFFICIAL HISTORY SHOULD
 GA0347'BE CHANGED TO REFLECT THE FACT THAT
 GA0347'CLOVER RM 2 IS LOCATED AT THE CLOVER 1961 STATION SITE, 61 FEET N OF
 GA0347'THE STATION MARK, 16 FEET S OF THE HIGHWAY CUT.  THE DISK IS CEMENTED
 GA0347'IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK AND IS ABOUT 20 FEET
 GA0347'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1666 ***********************************************************************
 FC1666  DESIGNATION -  CLOYD
 FC1666  PID         -  FC1666
 FC1666  STATE/COUNTY-  TN/LOUDON
 FC1666  USGS QUAD   -  MEADOW (1984)
 FC1666
 FC1666                         *CURRENT SURVEY CONTROL
 FC1666  ___________________________________________________________________
 FC1666* NAD 83(1995)-  35 42 37.93150(N)    084 10 46.12012(W)     ADJUSTED  
 FC1666* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 FC1666  ___________________________________________________________________
 FC1666  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 FC1666  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC1666
 FC1666  HORZ ORDER  -  SECOND
 FC1666
 FC1666.The horizontal coordinates were established by classical geodetic methods
 FC1666.and adjusted by the National Geodetic Survey in April 1999..
 FC1666
 FC1666.The orthometric height was scaled from a topographic map.
 FC1666
 FC1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1666
 FC1666.The geoid height was determined by GEOID03.
 FC1666
 FC1666;                    North         East     Units Scale Factor Converg.
 FC1666;SPC TN       -   154,331.401   764,725.130   MT  0.99995071   +1 03 56.9
 FC1666;SPC TN       -   506,335.60  2,508,935.70   sFT  0.99995071   +1 03 56.9
 FC1666;UTM  16      - 3,955,511.143   755,165.797   MT  1.00040240   +1 38 49.9
 FC1666
 FC1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1666!SPC TN       -   0.99994202  x   0.99995071  =   0.99989274
 FC1666!UTM  16      -   0.99994202  x   1.00040240  =   1.00034440
 FC1666
 FC1666|---------------------------------------------------------------------|
 FC1666| PID    Reference Object                     Distance      Geod. Az  |
 FC1666|                                                           dddmmss.s |
 FC1666| CZ4763 CLOYD RM 1                           23.592 METERS 09507     |
 FC1666| CZ4764 CLOYD RM 2                           17.816 METERS 17823     |
 FC1666| CZ4762 CLOYD AZ MK                                        2782645.2 |
 FC1666|---------------------------------------------------------------------|
 FC1666
 FC1666                          SUPERSEDED SURVEY CONTROL
 FC1666
 FC1666  NAD 83(1995)-  35 42 37.93848(N)    084 10 46.11848(W) AD(       ) 2
 FC1666  NAD 83(1986)-  35 42 37.94412(N)    084 10 46.11640(W) AD(       ) 2
 FC1666  NAD 27      -  35 42 37.66300(N)    084 10 46.42600(W) AD(       ) 2
 FC1666
 FC1666.Superseded values are not recommended for survey control.
 FC1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1666.See file dsdata.txt to determine how the superseded data were derived.
 FC1666
 FC1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5516655511(NAD 83)
 FC1666_MARKER: DS = TRIANGULATION STATION DISK
 FC1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1666
 FC1666  HISTORY     - Date     Condition        Report By
 FC1666  HISTORY     - 1934     MONUMENTED       CGS
 FC1666  HISTORY     - 1935     GOOD             CGS
 FC1666
 FC1666                          STATION DESCRIPTION
 FC1666
 FC1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1666'ABOUT 4-1/4 MILES SOUTHWEST OF FRIENDSVILLE, 3-1/2 MILES
 FC1666'NORTH-NORTHEAST OF MORGANTON, 3/4 MILE NORTHWEST OF MEADOW, ON
 FC1666'HIGH POINTED KNOB, AND ON PROPERTY OF JOE TUCK. TO REACH FROM POST
 FC1666'OFFICE AT LENOIR CITY, GO NORTH 0.3 MILE ON U.S.  ROUTE 11, TURN
 FC1666'RIGHT ONTO PAVED STREET AND GO 0.8 MILE TO FERRY, AFTER CROSSING
 FC1666'FERRY FOLLOW MAIN ROAD 5.1 MILES TO T-ROAD, FOLLOW RIGHT FORK
 FC1666'(MAIN ROAD) 1.3 MILES TO TURPENTINE, FOLLOW LEFT FORK BETWEEN TWO
 FC1666'STORES AND GO EAST 0.3 MILE TO FORKS (LOCATION OF AZIMUTH MARK),
 FC1666'FOLLOW RIGHT FORK 1.3 MILES TO TRIANGLE-BLAZED CEDAR TREE, TURN LEFT
 FC1666'ONTO ROUGH FARM ROAD AND GO 0.2 MILE TO CULTIVATED FIELD (END OF
 FC1666'TRUCK TRAVEL), AND FOLLOW WAGON ROAD STRAIGHT AHEAD ABOUT 1/4
 FC1666'MILE TO TOP OF HILL AND STATION SITE AT NORTHWEST EDGE OF PEACH
 FC1666'ORCHARD, 54 FEET NORTHEAST OF 12-INCH BLAZED LOCUST TREE AND ABOUT 40
 FC1666'FEET NORTHWEST OF AND 3 FEET LOWER THAN HIGHEST POINT. SURFACE AND
 FC1666'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1666'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FC1666'CONCRETE.  NO. 1 IS IN ORCHARD, ON HIGHEST POINT OF
 FC1666'RIDGE, AND 77.40 FEET FROM STATION. NO. 2
 FC1666'IS IN ORCHARD, SLIGHTLY LOWER THAN HIGHEST POINT OF RIDGE, AND
 FC1666'58.45 FEET FROM STATION. AZIMUTH MARK IS
 FC1666'0.3 MILE EAST OF TURPENTINE, IN PASTURE OF H.C. GREENWAYS FARM, NEAR
 FC1666'FORK IN ROAD MENTIONED ABOVE, 79.7 FEET FROM JUNCTION OF CENTER
 FC1666'LINES MEASURED ALONG NORTH FORK, 24.9 FEET EAST OF CENTER LINE OF
 FC1666'NORTH FORK, 1.9 FEET INSIDE OF FENCE LINE, AND ABOUT 1.25 MILES
 FC1666'FROM STATION.
 FC1666
 FC1666                          STATION RECOVERY (1935)
 FC1666
 FC1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1666'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FC1666'AS DESCRIBED.
 FC1666'
 FC1666'AZIMUTH MARK IS SET IN A CONCRETE CYLINDER ABOUT 1.25 MILES WSW OF
 FC1666'THE STATION.
 FC1666'
 FC1666'A 4-FOOT INSTRUMENT STAND WILL CLEAR ALL LINES. THE REFERENCE MARKS
 FC1666'AND THE AZIMUTH MARK ARE ALL VISIBLE FROM THE GROUND AT THE STATION
 FC1666'WITH THE POSSIBLE EXCEPTION OF THE CLEARING OF A FEW SMALL WEEDS AND
 FC1666'BUSHES WHICH GROW UP VERY RAPIDLY AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2502 ***********************************************************************
 FE2502  DESIGNATION -  COATS
 FE2502  PID         -  FE2502
 FE2502  STATE/COUNTY-  TN/FAYETTE
 FE2502  USGS QUAD   -  MACON (1983)
 FE2502
 FE2502                         *CURRENT SURVEY CONTROL
 FE2502  ___________________________________________________________________
 FE2502* NAD 83(1995)-  35 14 00.64991(N)    089 26 34.06455(W)     ADJUSTED  
 FE2502* NAVD 88     -       131.09   (+/-2cm)     430.1    (feet)  VERTCON   
 FE2502  ___________________________________________________________________
 FE2502  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE2502  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2502
 FE2502  HORZ ORDER  -  THIRD
 FE2502  VERT ORDER  -  THIRD ? (See Below)
 FE2502
 FE2502.The horizontal coordinates were established by classical geodetic methods
 FE2502.and adjusted by the National Geodetic Survey in April 1999..
 FE2502
 FE2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2502.The vertical order pertains to the NGVD 29 superseded value.
 FE2502
 FE2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2502
 FE2502.The geoid height was determined by GEOID03.
 FE2502
 FE2502;                    North         East     Units Scale Factor Converg.
 FE2502;SPC TN       -   105,387.166   286,672.662   MT  1.00000295   -2 00 56.0
 FE2502;SPC TN       -   345,757.73    940,525.23   sFT  1.00000295   -2 00 56.0
 FE2502;UTM  16      - 3,901,674.197   277,703.262   MT  1.00020904   -1 24 35.5
 FE2502
 FE2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2502!SPC TN       -   0.99998375  x   1.00000295  =   0.99998670
 FE2502!UTM  16      -   0.99998375  x   1.00020904  =   1.00019279
 FE2502
 FE2502|---------------------------------------------------------------------|
 FE2502| PID    Reference Object                     Distance      Geod. Az  |
 FE2502|                                                           dddmmss.s |
 FE2502| CG3808 COATS RM 1                           21.240 METERS 07851     |
 FE2502| CG3809 COATS RM 2                           23.366 METERS 16202     |
 FE2502| CG3807 COATS AZ MK                                        2615527.2 |
 FE2502|---------------------------------------------------------------------|
 FE2502
 FE2502                          SUPERSEDED SURVEY CONTROL
 FE2502
 FE2502  NAD 83(1995)-  35 14 00.65362(N)    089 26 34.06461(W) AD(       ) 3
 FE2502  NAD 83(1995)-  35 14 00.65421(N)    089 26 34.06463(W) AD(       ) 3
 FE2502  NAD 83(1986)-  35 14 00.66192(N)    089 26 34.06485(W) AD(       ) 3
 FE2502  NAD 27      -  35 14 00.34910(N)    089 26 33.79960(W) AD(       ) 3
 FE2502  NGVD 29 (07/19/86)  131.06   (m)          430.0    (f) LEVELING    3  
 FE2502
 FE2502.Superseded values are not recommended for survey control.
 FE2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2502.See file dsdata.txt to determine how the superseded data were derived.
 FE2502
 FE2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7770301674(NAD 83)
 FE2502_MARKER: DS = TRIANGULATION STATION DISK
 FE2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2502
 FE2502  HISTORY     - Date     Condition        Report By
 FE2502  HISTORY     - 1958     MONUMENTED       CGS
 FE2502  HISTORY     - 20040804 MARK NOT FOUND   USACE
 FE2502
 FE2502                          STATION DESCRIPTION
 FE2502
 FE2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2502'THE STATION IS ABOUT 5.5 MILES WEST OF SOMERVILLE, 4 MILES EAST OF
 FE2502'OAKLAND, IN THE NORTHEAST CORNER OF WARREN JUNCTION, AND ON THE
 FE2502'PROPERTY OF MR. COATS. IT IS 106 FEET NORTH OF THE CENTER LINE OF
 FE2502'U.S. HIGHWAY 64, 50 FEET EAST OF THE CENTER LINE OF A PAVED
 FE2502'ROAD, 119 FEET NORTH-NORTHEAST OF THE CENTER LINES OF U.S. HIGHWAY 64
 FE2502'AND THE PAVED ROAD (PICTURE POINT), 13 FEET SOUTH OF FENCE LINE, 19
 FE2502'FEET SOUTHEAST OF THE CORNER OF FENCE LINE, 13 FEET SOUTHEAST OF A
 FE2502'WHITE WITNESS POST, AND 130 FEET WEST OF THE SOUTHWEST CORNER
 FE2502'OF STABLE. THE MONUMENT IS FLUSH AND THE DISK STAMPED COATS
 FE2502'1958.
 FE2502'
 FE2502'TO REACH THE STATION FROM THE BRICK SCHOOL HOUSE ON THE SOUTH SIDE OF
 FE2502'U.S. HIGHWAY 64 IN OAKLAND, GO EAST FOR 4.3 MILES ON U.S.
 FE2502'HIGHWAY 64 TO THE STATION ON THE LEFT. TO REACH THE AZIMUTH MARK, GO
 FE2502'WEST ON U.S. HIGHWAY 64 FOR 0.2 MILES TO MARK ON RIGHT.
 FE2502'
 FE2502'REFERENCE MARK 1 IS IN THE FENCE LINE, 60 FEET WEST OF THE SOUTHWEST
 FE2502'CORNER OF THE STABLE, AND 76 FEET EAST OF A WHITE WITNESS POST. THE
 FE2502'MONUMENT IS FLUSH AND THE DISK STAMPED COATS NO 1 1958.
 FE2502'
 FE2502'REFERENCE MARK 2 IS IN THE FENCE LINE, 30 FEET NORTH OF THE CENTER
 FE2502'LINE OF U.S. HIGHWAY 64, 74 FEET EAST OF THE CENTER LINE OF PAVED
 FE2502'ROAD, AND 25 FEET WEST OF A LOCUST TREE. THE MONUMENT IS FLUSH AND
 FE2502'THE DISK STAMPED COATS NO 2 1958.
 FE2502'
 FE2502'AZIMUTH MARK IS IN THE FENCE LINE, 33 FEET NORTH OF THE CENTER LINE
 FE2502'OF U.S. HIGHWAY 64, 1 FOOT EAST OF WHITE WITNESS POST, AND 24
 FE2502'FEET SOUTH OF A POWER LINE POLE. THE MONUMENT IS FLUSH AND THE DISK
 FE2502'STAMPED COATS 1958.
 FE2502'
 FE2502'TT 8 (USGS) MARK IS IN THE FENCE LINE, 32 FEET WEST OF THE CENTER
 FE2502'LINE OF U.S. HIGHWAY 64, AND 68 FEET WEST OF THE CENTER LINE OF
 FE2502'PAVED ROAD. MARK IS A STANDARD USGS (BM) DISK, STAMPED TT 8 CWH 1951,
 FE2502'AND IS SET IN A 8X8 INCH CONCRETE MONUMENT, PROJECTING 4 INCHES
 FE2502'ABOVE GROUND.
 FE2502'
 FE2502'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2502
 FE2502                          STATION RECOVERY (2004)
 FE2502
 FE2502'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (JMH)
 FE2502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1625 ***********************************************************************
 FD1625  DESIGNATION -  COBEL
 FD1625  PID         -  FD1625
 FD1625  STATE/COUNTY-  TN/HICKMAN
 FD1625  USGS QUAD   -  PLEASANTVILLE (1968)
 FD1625
 FD1625                         *CURRENT SURVEY CONTROL
 FD1625  ___________________________________________________________________
 FD1625* NAD 83(1995)-  35 43 27.10792(N)    087 40 35.92810(W)     ADJUSTED  
 FD1625* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 FD1625  ___________________________________________________________________
 FD1625  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FD1625  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FD1625
 FD1625  HORZ ORDER  -  SECOND
 FD1625
 FD1625.The horizontal coordinates were established by classical geodetic methods
 FD1625.and adjusted by the National Geodetic Survey in April 1999..
 FD1625
 FD1625.The orthometric height was scaled from a topographic map.
 FD1625
 FD1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1625
 FD1625.The geoid height was determined by GEOID03.
 FD1625
 FD1625;                    North         East     Units Scale Factor Converg.
 FD1625;SPC TN       -   155,614.151   448,317.698   MT  0.99995023   -0 58 53.7
 FD1625;SPC TN       -   510,544.09  1,470,855.65   sFT  0.99995023   -0 58 53.7
 FD1625;UTM  16      - 3,953,569.530   438,803.348   MT  0.99964615   -0 23 42.3
 FD1625
 FD1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1625!SPC TN       -   0.99996378  x   0.99995023  =   0.99991402
 FD1625!UTM  16      -   0.99996378  x   0.99964615  =   0.99960995
 FD1625
 FD1625|---------------------------------------------------------------------|
 FD1625| PID    Reference Object                     Distance      Geod. Az  |
 FD1625|                                                           dddmmss.s |
 FD1625| CG5122 COBEL RM 1                            3.387 METERS 00659     |
 FD1625| CG5123 COBEL RM 2                            6.200 METERS 11425     |
 FD1625| CG5121 COBEL AZ MK                                        1190103.0 |
 FD1625| FD1619 AIRCON                              APPROX. 8.4 KM 3273147.7 |
 FD1625|---------------------------------------------------------------------|
 FD1625
 FD1625                          SUPERSEDED SURVEY CONTROL
 FD1625
 FD1625  NAD 83(1995)-  35 43 27.11013(N)    087 40 35.93161(W) AD(       ) 2
 FD1625  NAD 83(1986)-  35 43 27.11856(N)    087 40 35.92893(W) AD(       ) 2
 FD1625  NAD 27      -  35 43 26.87500(N)    087 40 35.85800(W) AD(       ) 2
 FD1625
 FD1625.Superseded values are not recommended for survey control.
 FD1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1625.See file dsdata.txt to determine how the superseded data were derived.
 FD1625
 FD1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3880353570(NAD 83)
 FD1625_MARKER: DS = TRIANGULATION STATION DISK
 FD1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1625
 FD1625  HISTORY     - Date     Condition        Report By
 FD1625  HISTORY     - 1934     MONUMENTED       CGS
 FD1625  HISTORY     - 1962     GOOD             CGS
 FD1625
 FD1625                          STATION DESCRIPTION
 FD1625
 FD1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1625'ABOUT 7 MILES EAST-SOUTHEAST OF LOBELVILLE, 7.5 MILES EAST OF
 FD1625'BEARDSTOWN, 2.7
 FD1625'MILES EAST OF HICKMAN-PERRY COUNTY LINE, ON
 FD1625'RIGHT-OF-WAY OF AND 29 FEET SOUTH
 FD1625'OF CENTER LINE OF STATE ROUTE 50,
 FD1625'AT PROPERTY OF SCOTT TIE CO, 15 FEET SOUTHEAST OF
 FD1625'6-INCH DOUBLE OAK
 FD1625'TREE, AND 30 FEET NORTH-NORTHEAST OF 12-INCH WHITE-OAK TREE.  TO
 FD1625'REACH FROM
 FD1625'JUNCTION OF ROUTES 13 AND 50 IN BEARDSTOWN, GO EAST 7.5
 FD1625'MILES ON ROUTE 50 TO TOP OF
 FD1625'GRADE AND STATION SITE.  SURFACE AND
 FD1625'UNDERGROUND MARKS ARE STANDARD STATION DISKS
 FD1625'IN CONCRETE.
 FD1625'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FD1625'DISKS IN
 FD1625'CONCRETE.  NO 1 IS 64 FEET NORTH OF CENTER LINE OF ROAD, 24
 FD1625'FEET NORTH OF
 FD1625'8-INCH OAK TREE, 51 FEET EAST-SOUTHEAST OF 16-INCH OAK
 FD1625'TREE, AND 111.13 FEET FROM
 FD1625'STATION N 06 DEG 59 MIN E.  NO 2
 FD1625'IS 25 FEET NORTH OF CENTER LINE OF ROAD, 8
 FD1625'FEET SOUTHEAST OF 5-INCH
 FD1625'OAK TREE, AND 203.40 FEET FROM STATION S 65 DEG 35 MIN E.
 FD1625'AZIMUTH MARK IS 50 FEET SOUTH OF CENTER LINE OF HIGHWAY, 25 FEET EAST
 FD1625'OF INTERSECTION WITH DIM
 FD1625'SIDE ROAD TO RIGHT, 18 FEET NORTH OF DIM
 FD1625'SIDE ROAD, AND 0.1 MILE BY ROAD FROM
 FD1625'STATION N 49 DEG 01 MIN E.
 FD1625
 FD1625                          STATION RECOVERY (1962)
 FD1625
 FD1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1625'THE STATION AND ALL MARKS WERE RECOVERED.  THE STATION MARK SHOWS
 FD1625'EVIDENCE OF HAVING BEEN
 FD1625'STRUCK, BUT THE MARK IS PLUMB, SOLID IN THE GROUND AND
 FD1625'THE MEASUREMENTS TO THE
 FD1625'REFERENCE MARKS CHECK VERY CLOSE.  REFERENCE
 FD1625'MARK NO 1, REFERENCE MARK NO 2 AND THE
 FD1625'AZIMUTH MARK WERE RECOVERED IN
 FD1625'GOOD CONDITION.
 FD1625'
 FD1625'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1625'
 FD1625'THE STATION IS ON THE RIGHT-OF-WAY OF STATE ROUTE 50 (THIS IS KNOWN
 FD1625'AS THE JIM MCCORD HIGHWAY)
 FD1625'ABOUT 7.5 MILES EAST OF BEARDSTOWN, 7 MILES
 FD1625'EAST-SOUTHEAST OF LOBELVILLE 5
 FD1625'MILES SOUTH-SOUTHWEST OF COBLE, AND
 FD1625'2.7 MILES EAST OF THE PERRY-HICKMAN COUNTY LINE.
 FD1625'
 FD1625'TO REACH FROM THE BUFFALO RIVER BRIDGE AT THE JUNCTION OF STATE
 FD1625'ROUTES 50 AND 13 IN THE
 FD1625'SMALL COMMUNITY OF BEARDSTOWN, GO EAST ON STATE ROUTE 50
 FD1625'FOR 2.5 MILES TO THE CANE
 FD1625'CREEK BRIDGE, CONTINUE EAST FOR 2.5 MILES
 FD1625'TO THE PERRY-HICKMAN COUNTY LINE, CONTINUE
 FD1625'EAST FOR 2.7 MILES TO A
 FD1625'WOODS ROAD SHARP LEFT, AND 18-INCH, TRIANGLE BLAZED OAK TREE
 FD1625'ON THE LEFT AND
 FD1625'THE STATION ON THE RIGHT AS DESCRIBED.
 FD1625'
 FD1625'THE STATION IS 38 FEET SOUTHEAST OF A 10-INCH HICKORY TREE WITH A
 FD1625'WHITE PAINT BLAZE, 31 FEET
 FD1625'NORTH OF AN 8-INCH PINE TREE, 29 FEET SOUTH OF THE
 FD1625'APPROXIMATE CENTER OF STATE ROUTE
 FD1625'50, 26 FEET WEST OF A HIGHWAY CURVE
 FD1625'SIGN, AND 2.1 FEET NORTHEAST OF A METAL WITNESS POST
 FD1625'AND TVA SIGN.
 FD1625'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1625'MONUMENT THAT
 FD1625'PROJECTS 5 INCHES AND THE DISK IS STAMPED COBEL 1934.
 FD1625'
 FD1625'REFERENCE MARK NO 1 IS 75 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD1625'STATE ROUTE 50, 10 FEET
 FD1625'NORTHEAST OF THE APPROXIMATE CENTER OF A WOODS ROAD, 2.4
 FD1625'FEET SOUTHWEST OF A METAL
 FD1625'WITNESS POST AND TVA SIGN, AND 2 FEET SOUTH
 FD1625'OF AN 8-INCH OAK TREE WITH A WHITE PAINT
 FD1625'BLAZE.  IT IS A STANDARD
 FD1625'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1625'PROJECTS 6 INCHES AND THE DISK IS STAMPED COBEL NO 1 1934.
 FD1625'
 FD1625'REFERENCE MARK NO 2 IS 28 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 FD1625'STATE ROUTE 50, 15 FEET
 FD1625'WEST OF A 6-INCH CHESTNUT OAK TREE WITH A WHITE
 FD1625'PAINT BLAZE, 6 FEET SOUTHEAST OF A
 FD1625'6-INCH HICKORY TREE WITH A WHITE
 FD1625'PAINT BLAZE, AND 2.4 FEET SOUTHWEST OF A METAL
 FD1625'WITNESS POST AND TVA
 FD1625'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1625'CONCRETE
 FD1625'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FD1625'COBEL NO 2 1934.
 FD1625'
 FD1625'THE AZIMUTH MARK IS 54 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 FD1625'ROUTE 50, 30 FEET SOUTHWEST
 FD1625'OF A 6-INCH OAK WITH A WHITE PAINT BLAZE AND 2.4
 FD1625'FEET NORTH OF A METAL WITNESS POST
 FD1625'AND TVA SIGN.  IT IS A STANDARD
 FD1625'REFERENCE DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1625'CONCRETE MONUMENT
 FD1625'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED COBEL AZI 1934.
 FD1625'
 FD1625'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON STATE
 FD1625'ROUTE 50 FOR 0.1 MILE TO A
 FD1625'VERY DIM ROAD ON THE RIGHT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1664 ***********************************************************************
 FC1664  DESIGNATION -  COCKSPUR RESET
 FC1664  PID         -  FC1664
 FC1664  STATE/COUNTY-  TN/BLOUNT
 FC1664  USGS QUAD   -  TALLASSEE (1985)
 FC1664
 FC1664                         *CURRENT SURVEY CONTROL
 FC1664  ___________________________________________________________________
 FC1664* NAD 83(1995)-  35 35 00.26116(N)    084 01 32.38910(W)     ADJUSTED  
 FC1664* NAVD 88     -       821.5    (meters)    2695.     (feet)  VERTCON   
 FC1664  ___________________________________________________________________
 FC1664  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 FC1664  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1664
 FC1664  HORZ ORDER  -  FIRST
 FC1664
 FC1664.The horizontal coordinates were established by classical geodetic methods
 FC1664.and adjusted by the National Geodetic Survey in April 1999..
 FC1664
 FC1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1664
 FC1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1664
 FC1664.The geoid height was determined by GEOID03.
 FC1664
 FC1664;                    North         East     Units Scale Factor Converg.
 FC1664;SPC TN       -   140,499.287   778,925.307   MT  0.99995792   +1 09 21.1
 FC1664;SPC TN       -   460,954.74  2,555,524.11   sFT  0.99995792   +1 09 21.1
 FC1664;SPC NC       -   214,907.644   154,342.614   MT  0.99988929   -2 54 02.4
 FC1664;SPC NC       -   705,076.16    506,372.39   sFT  0.99988929   -2 54 02.4
 FC1664;UTM  16      - 3,941,816.389   769,512.046   MT  1.00049520   +1 43 54.4
 FC1664;UTM  17      - 3,941,958.264   225,835.667   MT  1.00052638   -1 45 42.1
 FC1664
 FC1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1664!SPC TN       -   0.99987576  x   0.99995792  =   0.99983369
 FC1664!SPC NC       -   0.99987576  x   0.99988929  =   0.99976507
 FC1664!UTM  16      -   0.99987576  x   1.00049520  =   1.00037090
 FC1664!UTM  17      -   0.99987576  x   1.00052638  =   1.00040208
 FC1664
 FC1664|---------------------------------------------------------------------|
 FC1664| PID    Reference Object                     Distance      Geod. Az  |
 FC1664|                                                           dddmmss.s |
 FC1664| CZ4766 COCKSPUR RM                                        04828     |
 FC1664| FB2636 LITTLE BALD                         APPROX.16.1 KM 1153700.3 |
 FC1664| FC1691 LITTLE FODDERSTACK                  APPROX.14.8 KM 1763939.0 |
 FC1664| FC1690 BIG FODDERSTACK                     APPROX.19.0 KM 1802955.8 |
 FC1664|---------------------------------------------------------------------|
 FC1664
 FC1664                          SUPERSEDED SURVEY CONTROL
 FC1664
 FC1664  NAD 83(1995)-  35 35 00.26816(N)    084 01 32.38687(W) AD(       ) 1
 FC1664  NAD 83(1986)-  35 35 00.27328(N)    084 01 32.38541(W) AD(       ) 1
 FC1664  NAD 27      -  35 34 59.97500(N)    084 01 32.73300(W) AD(       ) 1
 FC1664  NGVD 29 (07/19/86)  821.6    (m)         2696.     (f) VERT ANG       
 FC1664
 FC1664.Superseded values are not recommended for survey control.
 FC1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1664.See file dsdata.txt to determine how the superseded data were derived.
 FC1664
 FC1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6951241816(NAD 83)
 FC1664_MARKER: X = CHISELED CROSS
 FC1664_SETTING: 66 = SET IN ROCK OUTCROP
 FC1664_SP_SET: PARTIALLY EXPOSED BEDROCK
 FC1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1664
 FC1664  HISTORY     - Date     Condition        Report By
 FC1664  HISTORY     - 1941     MONUMENTED       CGS
 FC1664  HISTORY     - 1934     GOOD             CGS
 FC1664  HISTORY     - 1980     GOOD             NGS
 FC1664
 FC1664                          STATION DESCRIPTION
 FC1664
 FC1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1664'ABOUT 2-1/2 MILES SOUTH OF YELLOW SULPHUR, ON HIGH SHARP POINT ON
 FC1664'CHILHOWEE MOUNTAIN, ABOUT 1/2 MILE WEST OF DOUBLE POWER LINES
 FC1664'CROSSING SAME. TO REACH FROM POST OFFICE IN MARYVILLE, GO 6.0 MILES
 FC1664'SOUTHWEST ON STATE ROUTE 33, TURN LEFT (SOUTHEAST) ONTO STATE ROUTE
 FC1664'115 (CALDERWOOD ROAD), GO 4.1 MILES TO JUNCTION, TURN LEFT
 FC1664'(NORTHEAST), GO 2.2 MILES, MAKE U-TURN TO RIGHT (SOUTH), GO 0.4
 FC1664'MILE, CROSS SOUTHERN RAILWAY TRACKS, GO 1.7 MILES TO JUNCTION, TURN
 FC1664'RIGHT (SOUTHEAST), GO 2.6 MILES TO CROSS ROADS, TURN LEFT (EAST),
 FC1664'GO 0.7 MILE TO ALLEGHANY SPRINGS, AND FOLLOW TRAIL ABOUT 1-1/2 MILES
 FC1664'UP SIDE OF MOUNTAIN TO STATION SITE. STATION IS MARKED BY DRILL
 FC1664'HOLE 1/2 INCH DEEP AT INTERSECTION OF NORTH-AND-SOUTH AND
 FC1664'EAST-AND-WEST CROSS GROOVES IN TOP OF VERY HARD POTSDAM SANDSTONE IN
 FC1664'SITU. REFERENCE MARKS ARE CROSSES CUT ON ROCKS.  NO. 1 IS ON LARGE
 FC1664'ROCK 39 FEET 10 INCHES (SLOPE DISTANCE) S. 85-1/2 DEG W. FROM
 FC1664'STATION. NO. 2 IS ON SMALL ROCK 15 FEET 7-1/2 INCHES (SLOPE
 FC1664'DISTANCE) S. 1 DEG W. NO. 3 WAS ON SMALL ROCK 14 FEET 9 INCHES, N. 88
 FC1664'1/4 DEG E. IN 1934 IT WAS REPORTED THAT TOP OF ROCK BEARING NO.
 FC1664'3 HAD WEATHERED SO THAT CROSS HAD WORN OFF.
 FC1664
 FC1664                          STATION RECOVERY (1980)
 FC1664
 FC1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FC1664'THE STATION WAS FOUND AT THIS TIME WITH A DISK SET.  BOTH REFERENCE
 FC1664'CROSSES WERE FOUND IN GOOD CONDITION.  THE DIRECTION BETWEEN THE
 FC1664'CROSSES CHECKED AND THE DISTANCE WAS MEASURED HORIZONAL AT THIS
 FC1664'TIME.  REFERENCE MARKS 4 AND 5 WERE SET AT THIS TIME SINCE THE CROSSES
 FC1664'ARE VERY DIM.  A NEW DESCRIPTION FOLLOWS.
 FC1664'
 FC1664'THE STATION IS LOCATED ON A SHARP HIGH POINT ON CHILHOWEE MOUNTAIN
 FC1664'LOCALLY KNOWN AS COCKSPUR KNOB, ON THE HIGHEST POINT OF THE KNOB, 4
 FC1664'FEET SOUTHEAST OF A 6 INCH LOCUST TREE WITH A WITNESS SIGN NAILED TO
 FC1664'THE SOUTHEAST SIDE AND 13 FEET NORTHWEST OF AN 8 INCH OAK TREE WITH A
 FC1664'WITNESS SIGN NAILED ON THE WEST SIDE.  THE STATION MARK IS A STANDARD
 FC1664'TENN. DIV. OF GEOLOGY WPA DISK STAMPED---COCKSPUR 1941---SET IN A
 FC1664'DRILL HOLE IN TOP OF A LARGE BOULDER PROJECTING ABOUT 2 FEET.
 FC1664'
 FC1664'TO REACH THE STATION FROM THE JUNCTION OF THE FOOTHILLS PARKWAY AND
 FC1664'U.S. HIGHWAY 129, ABOUT 14 MILES SOUTH OF MARYVILLE, GO WESTERLY
 FC1664'ON HIGHWAY 129 FOR ABOUT 300 FEET TO A ROUGH GRADED ROAD UPHILL ON
 FC1664'THE RIGHT.  TURN RIGHT PASSING THROUGH A LOCKED GATE AND GO
 FC1664'NORTHERLY UP THE ROUGH ROAD FOR 3.75 MILES TO A GRADED ROAD LEFT
 FC1664'JUST AFTER CROSSING SADDLE OF MOUNTAIN.  TURN LEFT AND GO WEST FOR
 FC1664'ABOUT 200 FEET TO A TRAIL FORK.  TAKE THE RIGHT TRAIL UPHILL FOR
 FC1664'0.2 MILE TO THE END OF TRUCK TRAVEL.  PACK WEST FOR ABOUT 0.2 MILE
 FC1664'TO THE TOP OF KNOB AND THE STATION AS DESCRIBED.
 FC1664'
 FC1664'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---COCKSPUR 1885 NO 4
 FC1664'1979, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 FC1664'1 FOOT, 7 FEET SOUTHWEST OF THE 8 INCH OAK TREE AND ON THE SOUTH SLOPE
 FC1664'
 FC1664'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---COCKSPUR 1885 NO 5
 FC1664'1979---SET IN A DRILL HOLE IN TOP OF A LARGE BOULDER ON THE WEST
 FC1664'SLOPE OF THE SLOPE AND PROJECTING ABOUT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0595 ***********************************************************************
 FC0595  DESIGNATION -  CODY
 FC0595  PID         -  FC0595
 FC0595  STATE/COUNTY-  TN/BRADLEY
 FC0595  USGS QUAD   -  CHARLESTON (1980)
 FC0595
 FC0595                         *CURRENT SURVEY CONTROL
 FC0595  ___________________________________________________________________
 FC0595* NAD 83(1995)-  35 16 39.63935(N)    084 49 19.27062(W)     ADJUSTED  
 FC0595* NAVD 88     -       261.436  (meters)     857.73   (feet)  ADJUSTED  
 FC0595  ___________________________________________________________________
 FC0595  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FC0595  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0595  DYNAMIC HT  -         261.180 (meters)     856.89  (feet)  COMP
 FC0595  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FC0595
 FC0595  HORZ ORDER  -  SECOND
 FC0595  VERT ORDER  -  SECOND    CLASS 0
 FC0595
 FC0595.The horizontal coordinates were established by classical geodetic methods
 FC0595.and adjusted by the National Geodetic Survey in April 1999..
 FC0595
 FC0595.The orthometric height was determined by differential leveling
 FC0595.and adjusted by the National Geodetic Survey in June 1991..
 FC0595
 FC0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0595
 FC0595.The geoid height was determined by GEOID03.
 FC0595
 FC0595.The dynamic height is computed by dividing the NAVD 88
 FC0595.geopotential number by the normal gravity value computed on the
 FC0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0595.degrees latitude (g = 980.6199 gals.).
 FC0595
 FC0595.The modeled gravity was interpolated from observed gravity values.
 FC0595
 FC0595;                    North         East     Units Scale Factor Converg.
 FC0595;SPC TN       -   105,420.207   707,168.033   MT  0.99999523   +0 41 22.7
 FC0595;SPC TN       -   345,866.13  2,320,100.45   sFT  0.99999523   +0 41 22.7
 FC0595;UTM  16      - 3,906,012.171   698,086.595   MT  1.00008359   +1 15 29.8
 FC0595
 FC0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0595!SPC TN       -   0.99996370  x   0.99999523  =   0.99995893
 FC0595!UTM  16      -   0.99996370  x   1.00008359  =   1.00004729
 FC0595
 FC0595|---------------------------------------------------------------------|
 FC0595| PID    Reference Object                     Distance      Geod. Az  |
 FC0595|                                                           dddmmss.s |
 FC0595| FC0596 CODY RM 2                            25.576 METERS 00431     |
 FC0595| FC1800 CHARLESTON CALHOUN MUN SPIPE        APPROX. 6.5 KM 0861929.7 |
 FC0595| CZ4770 CODY AZ MK                                         1712841.9 |
 FC0595| FC1797 CLEVELAND RADIO STA WBAC MAST       APPROX.12.5 KM 2040815.5 |
 FC0595| FC1798 CLEVELAND RADIO STA WCLE MAST       APPROX.10.3 KM 2093507.7 |
 FC0595| FC0594 CODY RM 1                            25.231 METERS 29309     |
 FC0595|---------------------------------------------------------------------|
 FC0595
 FC0595                          SUPERSEDED SURVEY CONTROL
 FC0595
 FC0595  NAD 83(1995)-  35 16 39.64197(N)    084 49 19.27139(W) AD(       ) 2
 FC0595  NAD 83(1995)-  35 16 39.64113(N)    084 49 19.27157(W) AD(       ) 2
 FC0595  NAD 83(1995)-  35 16 39.64147(N)    084 49 19.27059(W) AD(       ) 2
 FC0595  NAD 83(1986)-  35 16 39.64445(N)    084 49 19.26845(W) AD(       ) 2
 FC0595  NAD 27      -  35 16 39.38090(N)    084 49 19.47460(W) AD(       ) 2
 FC0595  NGVD 29 (??/??/92)  261.479  (m)          857.87   (f) ADJ UNCH    2 0
 FC0595
 FC0595.Superseded values are not recommended for survey control.
 FC0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0595.See file dsdata.txt to determine how the superseded data were derived.
 FC0595
 FC0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9808706012(NAD 83)
 FC0595_MARKER: DE = TRAVERSE STATION DISK
 FC0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0595_STAMPING: CODY 1961
 FC0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0595+STABILITY: SURFACE MOTION
 FC0595
 FC0595  HISTORY     - Date     Condition        Report By
 FC0595  HISTORY     - 1961     MONUMENTED       CGS
 FC0595  HISTORY     - 1967     GOOD             CGS
 FC0595  HISTORY     - 1967     GOOD             NGS
 FC0595
 FC0595                          STATION DESCRIPTION
 FC0595
 FC0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0595'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF THE BOWATER PAPER
 FC0595'MILL PLANT AND ON THE PROPERTY OF MR. D. D. CODY.
 FC0595'
 FC0595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 BY-PASS AND
 FC0595'STATE HIGHWAY 60 IN THE SOUTHWEST EDGE OF CLEVELAND, GO
 FC0595'NORTH ON U.S. HIGHWAY 11 BY-PASS FOR 3.1 MILES TO A CROSSROAD, TURN
 FC0595'LEFT ON AN OILED ROAD AND GO 0.9 MILE TO A SIDE ROAD LEFT AND
 FC0595'AN ABANDON RED BRICK SCHOOL ON THE RIGHT, CONTINUE ON THE OILED ROAD
 FC0595'FOR 4.95 MILES TO THE AZIMUTH ON THE RIGHT, CONTINUE 0.2 MILE TO
 FC0595'WHERE OILED ROAD TURNS RIGHT AND MR. D. D. CODYS DRIVEWAY IS ON THE
 FC0595'LEFT, TURN LEFT INTO MR. D. D. CODYS DRIVEWAY AND GO 0.15 MILE TO
 FC0595'THE NORTHEAST SILO AND A GATE AT A SMALL SHED, PASS THROUGH THE
 FC0595'GATE AND GO WEST 0.1 MILE TO A STOCK POND, CONTINUE UP HILL FOR 0.2
 FC0595'MILE TO THE STATION.
 FC0595'
 FC0595'THE STATION IS 29 FEET NORTHEAST OF A TRIANGLE BLAZED TREE THAT FORKS
 FC0595'FOUR WAYS AT THE GROUND AND 2.3 FEET NORTHWEST OF A METAL WITNESS
 FC0595'POST. THE DISK IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 3
 FC0595'INCHES, AND THE DISK IS STAMPED CODY 1961.
 FC0595'
 FC0595'REFERENCE MARK NO. 1 IS 64 FEET WEST OF A TRIANGLE BLAZED TREE THAT
 FC0595'FORKS FOUR WAYS AT THE GROUND AND IS SET ON THE WEST SLOPE OF
 FC0595'HILL ABOUT 6 FEET LOWER THAN THE STATION. THE DISK IS SET IN A SQUARE
 FC0595'CONCRETE MONUMENT, PROJECTING 3 INCHES, AND THE DISK IS STAMPED
 FC0595'CODY NO 1 1961.
 FC0595'
 FC0595'REFERENCE MARK NO. 2 IS 35 FEET NORTHEAST OF A LONE 12-INCH TREE SET
 FC0595'ON THE CREST OF THE RIDGE ABOUT LEVEL WITH THE STATION. THE DISK
 FC0595'IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES, AND THE
 FC0595'DISK IS STAMPED CODY NO 2 1961.
 FC0595'
 FC0595'THE AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTER OF AN
 FC0595'OILED ROAD AND 2.1 FEET SOUTHEAST OF A METAL WITNESS POST. THE
 FC0595'DISK IS SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND THE DISK IS
 FC0595'STAMPED CODY 1961.
 FC0595'
 FC0595'HEIGHT OF LIGHT ABOVE STATION MARK 30.10 METERS.
 FC0595
 FC0595                          STATION RECOVERY (1967)
 FC0595
 FC0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FC0595'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC0595'HOWEVER, DUE TO CHANGES IN THE AREA, THE ORIGINAL STATION TO-REACH
 FC0595'IS NO LONGER COMPLETELY ADEQUATE. FOLLOWING IS A NEW AND COMPLETE
 FC0595'DESCRIPTION.
 FC0595'
 FC0595'THE STATION IS LOCATED ON THE PROPERTY OF MR. D. D. CODY ABOUT 9-1/2
 FC0595'MILES NORTH OF CLEVELAND AND ABOUT 4 MILES SOUTHWEST OF THE
 FC0595'BOWATER PAPER MILL PLANT.
 FC0595'
 FC0595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0595'ROUTE 60 AT THE WEST EDGE OF CLEVELAND, GO NORTHEASTERLY ON
 FC0595'U.S. HIGHWAY 11 FOR 3.1 MILES TO A LARGE CONCRETE BRIDGE, CONTINUE
 FC0595'NORTHEASTERLY ON THE HIGHWAY FOR 0.1 MILE TO A CROSSROAD. HERE
 FC0595'TURN LEFT AND GO NORTHWESTERLY ON AN OILED ROAD FOR 0.85 MILE TO THE
 FC0595'VALLEY HEAD SCHOOL ON THE RIGHT AND A CHURCH ON THE LEFT. HERE
 FC0595'TURN RIGHT AND GO NORTHEASTERLY ON AN OILED ROAD FOR 4.95 MILES TO
 FC0595'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHEAST ON THE OILED
 FC0595'ROAD FOR 0.2 MILE TO WHERE THE OILED ROAD TURNS RIGHT AND A FARM
 FC0595'DRIVEWAY ON THE LEFT LEADING TO THE D. D. CODY FARM BUILDINGS. HERE
 FC0595'TURN LEFT ON THIS FARM DRIVE AND GO WESTERLY FOR ABOUT 0.15
 FC0595'MILE TO A GATE BETWEEN A LARGE SILO AND A SMALL SHED, PASS THROUGH
 FC0595'THIS GATE AND CONTINUE WESTERLY ON FARM ROAD FOR 0.1 MILE TO A
 FC0595'STOCK POND, CONTINUE WESTERLY ACROSS PASTURE LAND FOR 0.2 MILE TO THE
 FC0595'STATION.
 FC0595'
 FC0595'THE STATION IS 29 FEET NORTHEAST OF A TRIANGLE BLAZED, FORKED TRUNKED
 FC0595'TREE AND 2.3 FEET NORTHWEST OF A METAL WITNESS POST AND
 FC0595'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FC0595'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS
 FC0595'STAMPED CODY 1961.
 FC0595'
 FC0595'REFERENCE MARK NO. 1 IS 64 FEET WEST OF A TRIANGLE BLAZED, FORKED
 FC0595'TRUNKED TREE AND IS ON THE WEST SLOPE OF THE HILL ABOUT 2-1/2
 FC0595'FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN
 FC0595'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FC0595'INCHES AND THE DISK IS STAMPED CODY NO 1 1961.
 FC0595'
 FC0595'REFERENCE MARK NO. 2 IS SET ON THE CREST OF THE RIDGE NORTH OF THE
 FC0595'STATION, 35 FEET NORTHEAST OF A 12-INCH OAK TREE AND ABOUT THE
 FC0595'SAME ELEVATION AS THE STATION. IT IS A STANDARD DISK SET IN THE TOP
 FC0595'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 FC0595'INCHES AND THE DISK IS STAMPED CODY NO 2 1961.
 FC0595'
 FC0595'THE AZIMUTH MARK IS 22 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF AN
 FC0595'OILED ROAD AND 2.1 FEET SOUTHEAST OF A METAL WITNESS POST AND
 FC0595'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FC0595'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CODY 1961.
 FC0595'
 FC0595'DUE TO A PILE OF BALED HAY AT THE STATION SITE, THE REFERENCE MARKS
 FC0595'COULD NOT BE MEASURED BETWEEN.
 FC0595'
 FC0595'THIS WAS NOT AN OCCUPIED STATION.
 FC0595
 FC0595                          STATION RECOVERY (1967)
 FC0595
 FC0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0595'9.6 MI N FROM CLEVELAND.
 FC0595'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0595'ROUTE 60 AT THE WEST EDGE OF CLEVELAND, GO NORTHEASTERLY ON U.S.
 FC0595'HIGHWAY 11 FOR 3.1 MILES TO A LARGE CONCRETE BRIDGE, CONTINUE ON
 FC0595'HIGHWAY 0.1 MILE TO A CROSSROAD, THENCE LEFT, NORTHWESTERLY ON AN
 FC0595'OILED ROAD FOR 0.85 MILE TO THE VALLEY HEAD SCHOOL ON THE RIGHT
 FC0595'AND CHURCH ON THE LEFT, THENCE RIGHT, NORTHEASTERLY ON AN OILED ROAD
 FC0595'FOR 5.15 MILES TO WHERE THE OILED ROAD BEARS RIGHT AND A FARM
 FC0595'DRIVEWAY ON THE LEFT LEADING INTO THE D.D. CODY FARM BUILDINGS.
 FC0595'HERE TURN LEFT ON THIS FARM DRIVE AND GO 0.15 MILE TO A GATE
 FC0595'BETWEEN A SILO AND SMALL WOODEN SHED, PASS THROUGH GATE AND GO
 FC0595'WESTERLY 0.1 MILE TO A STOCK POND, CONTINUE WESTERLY ON FARM
 FC0595'ROAD UP THE HILL ACROSS PASTURE LAND FOR 0.2 MILE AND THE MARK
 FC0595'AS DESCRIBED.  IT IS 29 FEET NORTHEAST OF A TRIANGLE BLAZED,
 FC0595'FORKED TRUNKED TREE AND 2.3 FEET NORTHWEST OF A METAL WITNESS
 FC0595'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0595'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FC0595'THE DISK IS STAMPED CODY 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0594 ***********************************************************************
 FC0594  DESIGNATION -  CODY RM 1
 FC0594  PID         -  FC0594
 FC0594  STATE/COUNTY-  TN/BRADLEY
 FC0594  USGS QUAD   -  CHARLESTON (1980)
 FC0594
 FC0594                         *CURRENT SURVEY CONTROL
 FC0594  ___________________________________________________________________
 FC0594* NAD 83(1986)-  35 16 39.     (N)    084 49 19.     (W)     SCALED    
 FC0594* NAVD 88     -       260.364  (meters)     854.21   (feet)  ADJUSTED  
 FC0594  ___________________________________________________________________
 FC0594  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0594  DYNAMIC HT  -         260.109 (meters)     853.37  (feet)  COMP
 FC0594  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FC0594
 FC0594  VERT ORDER  -  SECOND    CLASS 0
 FC0594
 FC0594.The horizontal coordinates were scaled from a topographic map and have
 FC0594.an estimated accuracy of +/- 6 seconds.
 FC0594
 FC0594.The orthometric height was determined by differential leveling
 FC0594.and adjusted by the National Geodetic Survey in June 1991..
 FC0594
 FC0594.The geoid height was determined by GEOID03.
 FC0594
 FC0594.The dynamic height is computed by dividing the NAVD 88
 FC0594.geopotential number by the normal gravity value computed on the
 FC0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0594.degrees latitude (g = 980.6199 gals.).
 FC0594
 FC0594.The modeled gravity was interpolated from observed gravity values.
 FC0594
 FC0594;                    North         East    Units  Estimated Accuracy
 FC0594;SPC TN       -   105,400.      707,180.      MT  (+/- 180 meters Scaled)
 FC0594
 FC0594                          SUPERSEDED SURVEY CONTROL
 FC0594
 FC0594  NGVD 29 (??/??/92)  260.406  (m)          854.35   (f) ADJ UNCH    2 0
 FC0594
 FC0594.Superseded values are not recommended for survey control.
 FC0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0594.See file dsdata.txt to determine how the superseded data were derived.
 FC0594
 FC0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE980059(NAD 83)
 FC0594_MARKER: DR = REFERENCE MARK DISK
 FC0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0594_STAMPING: CODY NO 1 1961
 FC0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0594+STABILITY: SURFACE MOTION
 FC0594
 FC0594  HISTORY     - Date     Condition        Report By
 FC0594  HISTORY     - 1961     MONUMENTED       CGS
 FC0594  HISTORY     - 1967     GOOD             NGS
 FC0594
 FC0594                          STATION DESCRIPTION
 FC0594
 FC0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0594'9.6 MI N FROM CLEVELAND.
 FC0594'THIS MARK IS LOCATED AT THE CODY 1961 STATION SITE, 82.7 FEET
 FC0594'WEST OF THE STATION, 64 FEET WEST OF A TRIANGLE BLAZED TREE THAT
 FC0594'FORKS FOUR WAYS AT THE GROUND AND IS SET ON THE WEST SLOPE OF
 FC0594'A HILL, 6 FEET LOWER THAN THE STATION.  THE DISK IS SET IN THE
 FC0594'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC0594
 FC0594                          STATION RECOVERY (1967)
 FC0594
 FC0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0596 ***********************************************************************
 FC0596  DESIGNATION -  CODY RM 2
 FC0596  PID         -  FC0596
 FC0596  STATE/COUNTY-  TN/BRADLEY
 FC0596  USGS QUAD   -  CHARLESTON (1980)
 FC0596
 FC0596                         *CURRENT SURVEY CONTROL
 FC0596  ___________________________________________________________________
 FC0596* NAD 83(1986)-  35 16 39.     (N)    084 49 20.     (W)     SCALED    
 FC0596* NAVD 88     -       261.292  (meters)     857.26   (feet)  ADJUSTED  
 FC0596  ___________________________________________________________________
 FC0596  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0596  DYNAMIC HT  -         261.037 (meters)     856.42  (feet)  COMP
 FC0596  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 FC0596
 FC0596  VERT ORDER  -  SECOND    CLASS 0
 FC0596
 FC0596.The horizontal coordinates were scaled from a topographic map and have
 FC0596.an estimated accuracy of +/- 6 seconds.
 FC0596
 FC0596.The orthometric height was determined by differential leveling
 FC0596.and adjusted by the National Geodetic Survey in June 1991..
 FC0596
 FC0596.The geoid height was determined by GEOID03.
 FC0596
 FC0596.The dynamic height is computed by dividing the NAVD 88
 FC0596.geopotential number by the normal gravity value computed on the
 FC0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0596.degrees latitude (g = 980.6199 gals.).
 FC0596
 FC0596.The modeled gravity was interpolated from observed gravity values.
 FC0596
 FC0596;                    North         East    Units  Estimated Accuracy
 FC0596;SPC TN       -   105,400.      707,150.      MT  (+/- 180 meters Scaled)
 FC0596
 FC0596                          SUPERSEDED SURVEY CONTROL
 FC0596
 FC0596  NGVD 29 (??/??/92)  261.335  (m)          857.40   (f) ADJ UNCH    2 0
 FC0596
 FC0596.Superseded values are not recommended for survey control.
 FC0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0596.See file dsdata.txt to determine how the superseded data were derived.
 FC0596
 FC0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE980059(NAD 83)
 FC0596_MARKER: DR = REFERENCE MARK DISK
 FC0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0596_STAMPING: CODY NO 2
 FC0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0596+STABILITY: SURFACE MOTION
 FC0596
 FC0596  HISTORY     - Date     Condition        Report By
 FC0596  HISTORY     - 1961     MONUMENTED       CGS
 FC0596  HISTORY     - 1961     SEE DESCRIPTION  NGS
 FC0596  HISTORY     - 1967     GOOD             NGS
 FC0596
 FC0596                          STATION DESCRIPTION
 FC0596
 FC0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0596'9.6 MI N FROM CLEVELAND.
 FC0596'THIS MARK IS LOCATED AT THE CODY 1961 STATION SITE, 83.9 FEET
 FC0596'NORTH OF STATION MARK, 35 FEET NORTHEAST OF A LONE 12 INCH TREE.
 FC0596'THE DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC0596
 FC0596                          STATION RECOVERY (1967)
 FC0596
 FC0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1406 ***********************************************************************
 FD1406  DESIGNATION -  COFFEE
 FD1406  PID         -  FD1406
 FD1406  STATE/COUNTY-  TN/COFFEE
 FD1406  USGS QUAD   -  NOAH (1976)
 FD1406
 FD1406                         *CURRENT SURVEY CONTROL
 FD1406  ___________________________________________________________________
 FD1406* NAD 83(1995)-  35 35 35.70653(N)    086 14 29.47953(W)     ADJUSTED  
 FD1406* NAVD 88     -       361.0    (meters)    1184.     (feet)  VERTCON   
 FD1406  ___________________________________________________________________
 FD1406  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 FD1406  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1406
 FD1406  HORZ ORDER  -  SECOND
 FD1406
 FD1406.The horizontal coordinates were established by classical geodetic methods
 FD1406.and adjusted by the National Geodetic Survey in April 1999..
 FD1406
 FD1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1406
 FD1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1406
 FD1406.The geoid height was determined by GEOID03.
 FD1406
 FD1406;                    North         East     Units Scale Factor Converg.
 FD1406;SPC TN       -   139,813.834   578,113.162   MT  0.99995719   -0 08 29.0
 FD1406;SPC TN       -   458,705.89  1,896,692.93   sFT  0.99995719   -0 08 29.0
 FD1406;UTM  16      - 3,939,100.372   568,709.771   MT  0.99965818   +0 26 29.3
 FD1406
 FD1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1406!SPC TN       -   0.99994783  x   0.99995719  =   0.99990503
 FD1406!UTM  16      -   0.99994783  x   0.99965818  =   0.99960603
 FD1406
 FD1406|---------------------------------------------------------------------|
 FD1406| PID    Reference Object                     Distance      Geod. Az  |
 FD1406|                                                           dddmmss.s |
 FD1406| CG5124 COFFEE RM 1                           9.701 METERS 08401     |
 FD1406| FD0122 NOAH                                APPROX. 2.6 KM 1632950.7 |
 FD1406| CG5125 COFFEE RM 2                           9.899 METERS 23232     |
 FD1406|---------------------------------------------------------------------|
 FD1406
 FD1406                          SUPERSEDED SURVEY CONTROL
 FD1406
 FD1406  NAD 83(1995)-  35 35 35.71340(N)    086 14 29.48061(W) AD(       ) 2
 FD1406  NAD 83(1986)-  35 35 35.71742(N)    086 14 29.47829(W) AD(       ) 2
 FD1406  NAD 27      -  35 35 35.45300(N)    086 14 29.50050(W) AD(       ) 2
 FD1406  NGVD 29 (07/19/86)  361.0    (m)         1184.     (f) VERT ANG       
 FD1406
 FD1406.Superseded values are not recommended for survey control.
 FD1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1406.See file dsdata.txt to determine how the superseded data were derived.
 FD1406
 FD1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6871039100(NAD 83)
 FD1406_MARKER: DE = TRAVERSE STATION DISK
 FD1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1406
 FD1406  HISTORY     - Date     Condition        Report By
 FD1406  HISTORY     - 1960     MONUMENTED       CGS
 FD1406
 FD1406                          STATION DESCRIPTION
 FD1406
 FD1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1406'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 2.5 MILES SOUTH OF
 FD1406'BEECH GROVE,
 FD1406'APPROXIMATELY 400 FDEET EAST OF THE BEDFORD-COFFEE COUNTY
 FD1406'LINE, AND ON THE PROPERTY
 FD1406'OF MR BILL WALKER.
 FD1406'
 FD1406'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD1406'SOUTHEAST ON U S HIGHWAY
 FD1406'41 FOR 0.05 MILE TO THE JUNCTION WITH STATE HIGHWAY 64.  HERE
 FD1406'TURN RIGHT, SOUTH, ON
 FD1406'STATE HIGHWAY 64 FOR 0.05 MILE TO A CROSSROAD,
 FD1406'TURN LEFT AND GO SOUTHEASTERLY ON AN
 FD1406'OILED ROAD FOR 0.4 MILE TO A
 FD1406'SIDE ROAD RIGHT JUST BEFORE REACHING THE BEECH GROVE
 FD1406'SCHOOL.  HERE
 FD1406'TURN RIGHT AND GO SOUTH AND SOUTHWESTERLY FOR 1.1 MILES TO A FORK,
 FD1406'TAKE THE LEFT
 FD1406'FORK, SOUTHERLY, AND FOLLOW A NARROW ROAD FOR 1.2 MILES
 FD1406'TO A BOARD GATE AND FARM
 FD1406'DRIVEWAY ON THE LEFT.  TURN LEFT THROUGH
 FD1406'THIS GATE AND GO EAST, FORDING A STREAM,
 FD1406'FOR 0.15 MILE TO THE WALKER
 FD1406'FARM BUILDINGS.  PASS THROUGH A BOARD GATE JUST NORTH OF
 FD1406'THE FARM
 FD1406'BUILDINGS, AND FOLLOW A TRACK ROAD NORTHEASTERLY AND NORTH, ACROSS
 FD1406'OPEN PASTURE FOR
 FD1406'0.25 MILE TO A GATE N THE NORTHEAST CORNER OF THE
 FD1406'PASTURE.  PASS THROUGH THIS GATE
 FD1406'AND TURN SHARP RIGHT, FOLLOWING A
 FD1406'DIM TRACK ROAD SOUTH AND SOUTHEASTERLY ACROSS OPEN
 FD1406'PASTURE FOR ABOUT
 FD1406'0.15 MILE AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK EAST UP
 FD1406'STEEP HILLSIDE FOR
 FD1406'ABOUT 0.1 MILE TO THE STATION ON THE SUMMIT.  THIS
 FD1406'IS ABOUT A 5-MINUTE PACK.
 FD1406'
 FD1406'THE STATION IS ON THE SUMMIT OF A ROUND, BARE TOPPED, GRASSY HILL,
 FD1406'THE MOST PROMINENT IN
 FD1406'THE IMMEDIATE VICINITY, ABOUT 120 YARDS WEST OF THE EDGE
 FD1406'OF HEAVY TIMBER AND A WOVEN
 FD1406'WIRE FENCE, AND 2.5 FEET WEST OF A
 FD1406'WITNESS POST.  IT IS A STANDARD TRAVERSE DISK,
 FD1406'SET IN A FLUSH,
 FD1406'10-INCH SQUARE CONCRETE MONUMENT, AND THE DISK IS STAMPED COFFEE
 FD1406'NO 1 1960.
 FD1406'
 FD1406'REFERENCE MARK NO 1 IS ON THE EAST SLOPE OF THE HILL, ABOUT 1.5 FEET
 FD1406'BELOW THE ELEVATION OF THE
 FD1406'STATION, AND 30.0 FEET EAST OF A WITNESS POST.  IT
 FD1406'IS A STANDARD DISK, SET IN A FLUSH,
 FD1406'10-INCH SQUARE CONCRETE MONUMENT,
 FD1406'AND THE DISK IS STAMPED COFFEE NO 1 1960.
 FD1406'
 FD1406'REFERENCE MARK NO 2 IS ON THE SOUTHWEST SLOPE OF THE HILL, ABOUT 1
 FD1406'FOOT BELOW THE ELEVATION
 FD1406'OF THE STATION AND 35.0 FEET SOUTHWEST OF A WITNESS
 FD1406'POST.  IT IS A STANDARD DISK SET
 FD1406'IN A FLUSH, 10-INCH SQUARE CONCRETE
 FD1406'MONUMENT, AND THE DISK IS STAMPED COFFEE NO 2 1960.
 FD1406'
 FD1406'TRAVERSE STATION NOAH WILL SERVE AS THE AZIMUTH MARK.  SEE
 FD1406'DESCRIPTION
 FD1406'THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0313 ***********************************************************************
 GC0313  DESIGNATION -  COKER
 GC0313  PID         -  GC0313
 GC0313  STATE/COUNTY-  TN/TROUSDALE
 GC0313  USGS QUAD   -  BETHPAGE (1994)
 GC0313
 GC0313                         *CURRENT SURVEY CONTROL
 GC0313  ___________________________________________________________________
 GC0313* NAD 83(1986)-  36 24 44.     (N)    086 16 03.     (W)     SCALED    
 GC0313* NAVD 88     -       226.369  (meters)     742.68   (feet)  ADJUSTED  
 GC0313  ___________________________________________________________________
 GC0313  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0313  DYNAMIC HT  -         226.184 (meters)     742.07  (feet)  COMP
 GC0313  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 GC0313
 GC0313  VERT ORDER  -  SECOND    CLASS 0
 GC0313
 GC0313.The horizontal coordinates were scaled from a topographic map and have
 GC0313.an estimated accuracy of +/- 6 seconds.
 GC0313
 GC0313.The orthometric height was determined by differential leveling
 GC0313.and adjusted by the National Geodetic Survey in June 1991..
 GC0313
 GC0313.The geoid height was determined by GEOID03.
 GC0313
 GC0313.The dynamic height is computed by dividing the NAVD 88
 GC0313.geopotential number by the normal gravity value computed on the
 GC0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0313.degrees latitude (g = 980.6199 gals.).
 GC0313
 GC0313.The modeled gravity was interpolated from observed gravity values.
 GC0313
 GC0313;                    North         East    Units  Estimated Accuracy
 GC0313;SPC TN       -   230,690.      576,010.      MT  (+/- 180 meters Scaled)
 GC0313
 GC0313                          SUPERSEDED SURVEY CONTROL
 GC0313
 GC0313  NGVD 29 (??/??/??)  226.47   (m)          743.0    (f) RESET       3  
 GC0313
 GC0313.Superseded values are not recommended for survey control.
 GC0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0313.See file dsdata.txt to determine how the superseded data were derived.
 GC0313
 GC0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF656299(NAD 83)
 GC0313_MARKER: DD = SURVEY DISK
 GC0313_SETTING: 66 = SET IN ROCK OUTCROP
 GC0313_SP_SET: BEDROCK
 GC0313_STAMPING: COKER 1961
 GC0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0313+STABILITY: POSITION/ELEVATION WELL
 GC0313
 GC0313  HISTORY     - Date     Condition        Report By
 GC0313  HISTORY     - 1961     MONUMENTED       TNHD
 GC0313
 GC0313                          STATION DESCRIPTION
 GC0313
 GC0313'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0313'7.5 MI NW FROM HARTSVILLE.
 GC0313'FROM THE JUNCTION OF STATE ROUTE 25 AND STATE ROUTE 10-A, GO
 GC0313'NORTHWEST ON STATE ROUTE 10-A FOR 1.7 MILES TO THE STATION ON
 GC0313'THE RIGHT.  THE STATION IS 108 FEET SOUTH OF A T FENCE CORNER AT
 GC0313'A 14-INCH CEDAR TREE, 10 FEET EAST OF THE EDGE OF A HIGHWAY CUT,
 GC0313'7 FEET WEST OF A FENCE, 9 FEET NORTHWEST OF A WITNESS POST, AND
 GC0313'CEMENTED FLUSH IN A DRILLED HOLE OF OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2416 ***********************************************************************
 FE2416  DESIGNATION -  COKER
 FE2416  PID         -  FE2416
 FE2416  STATE/COUNTY-  TN/CROCKETT
 FE2416  USGS QUAD   -  FRIENDSHIP (1981)
 FE2416
 FE2416                         *CURRENT SURVEY CONTROL
 FE2416  ___________________________________________________________________
 FE2416* NAD 83(1995)-  35 56 53.34498(N)    089 10 38.58925(W)     ADJUSTED  
 FE2416* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2416  ___________________________________________________________________
 FE2416  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FE2416  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE2416
 FE2416  HORZ ORDER  -  THIRD
 FE2416
 FE2416.The horizontal coordinates were established by classical geodetic methods
 FE2416.and adjusted by the National Geodetic Survey in April 1999..
 FE2416
 FE2416.The orthometric height was scaled from a topographic map.
 FE2416
 FE2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2416
 FE2416.The geoid height was determined by GEOID03.
 FE2416
 FE2416;                    North         East     Units Scale Factor Converg.
 FE2416;SPC TN       -   183,815.596   313,392.341   MT  0.99995038   -1 51 36.6
 FE2416;SPC TN       -   603,068.33  1,028,188.04   sFT  0.99995038   -1 51 36.6
 FE2416;UTM  16      - 3,980,388.959   303,614.191   MT  1.00007525   -1 16 43.1
 FE2416
 FE2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2416!SPC TN       -   0.99998511  x   0.99995038  =   0.99993549
 FE2416!UTM  16      -   0.99998511  x   1.00007525  =   1.00006035
 FE2416
 FE2416|---------------------------------------------------------------------|
 FE2416| PID    Reference Object                     Distance      Geod. Az  |
 FE2416|                                                           dddmmss.s |
 FE2416| CG3814 COKER RM 1                            9.435 METERS 16653     |
 FE2416| CG3813 COKER AZ MK                                        2003140.8 |
 FE2416| CG3815 COKER RM 2                           11.478 METERS 26426     |
 FE2416| GD1650 DYERSBURG MUN ELEC SYS STACK        APPROX.21.0 KM 2954308.4 |
 FE2416|---------------------------------------------------------------------|
 FE2416
 FE2416                          SUPERSEDED SURVEY CONTROL
 FE2416
 FE2416  NAD 83(1995)-  35 56 53.34908(N)    089 10 38.59110(W) AD(       ) 3
 FE2416  NAD 83(1986)-  35 56 53.35623(N)    089 10 38.58922(W) AD(       ) 3
 FE2416  NAD 27      -  35 56 53.09800(N)    089 10 38.34430(W) AD(       ) 3
 FE2416
 FE2416.Superseded values are not recommended for survey control.
 FE2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2416.See file dsdata.txt to determine how the superseded data were derived.
 FE2416
 FE2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0361480389(NAD 83)
 FE2416_MARKER: DS = TRIANGULATION STATION DISK
 FE2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2416
 FE2416  HISTORY     - Date     Condition        Report By
 FE2416  HISTORY     - 1959     MONUMENTED       CGS
 FE2416
 FE2416                          STATION DESCRIPTION
 FE2416
 FE2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2416'THE STATION IS ABOUT 4 MILES NORTHEAST OF THE TOWN OF FRIENDSHIP,
 FE2416'ABOUT 5 MILES SOUTHEAST OF THE TOWN OF ROELLEN NEAR THE SUMMIT OF
 FE2416'A PROMINENT HILL, ON LAND OWNED BY MR. J. A. WHITE, IN A GROVE OF
 FE2416'SMALL CEDAR TREES. IT IS 6 FEET NORTHEAST OF A WHITE WITNESS
 FE2416'POST, 38 FEET NORTHWEST OF AN 8 INCH GUM TREE, 43 FEET WEST OF A
 FE2416'TWIN-TRUNK THORN TREE, 37 FEET SOUTH OF THE SOUTHEAST EDGE OF A
 FE2416'LARGE GULLEY, AND 77 FEET WEST OF THE NORTHWEST EDGE OF A GULLEY. THE
 FE2416'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED COKER 1959.
 FE2416'
 FE2416'TO REACH THE STATION FROM THE STOP-AND-GO LIGHT AT THE FRIENDSHIP
 FE2416'HIGH SCHOOL ON STATE HIGHWAY 20 IN FRIENDSHIP, GO SOUTH ON
 FE2416'HIGHWAY 20 FOR 0.15 MILE TO AN OVERPASS AND A PAVED SIDE ROAD LEFT.
 FE2416'TURN LEFT AND GO EAST FOR 0.15 MILE TO A RAILROAD. CONTINUE AHEAD
 FE2416'FOR 0.45 MILE TO A FORK AND FOLLOW THE LEFT FORK ALONG THE PAVED ROAD
 FE2416'FOR 1.55 MILES TO A GRAVEL CROSS ROAD AT JACKSONS STORE. TURN
 FE2416'LEFT AND GO NORTH FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE2416'CONTINUE NORTH FOR 0.45 AND TURN RIGHT AND GO EAST ACROSS THE
 FE2416'FIELD AND UP THE HILL FOR 0.25 MILE TO THE STATION.
 FE2416'
 FE2416'REFERENCE MARK 1 IS 28 FEET SOUTHEAST OF A WHITE WITNESS POST, 17
 FE2416'FEET WEST OF AN 8 INCH GUM TREE, AND 31 FEET NORTHEAST OF A 4 INCH
 FE2416'THORN TREE. THE MONUMENT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 FE2416'COKER NO 1 1959.
 FE2416'
 FE2416'REFERENCE MARK 2 IS 33 FEET WEST OF A WHITE WITNESS POST, AND 50 FEET
 FE2416'EAST OF A 9 INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE
 FE2416'DISK IS STAMPED COKER NO 2 1959.
 FE2416'
 FE2416'THE AZIMUTH MARK IS 6 INCHES SOUTH OF A WIRE FENCE, 2 FEET WEST OF A
 FE2416'WHITE WITNESS POST, 15 FEET WEST OF A 20 INCH OAK TREE, 63 FEET
 FE2416'WEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND 63 FEET NORTHEAST OF
 FE2416'THE NORTHEAST CORNER OF A BARN. THE MONUMENT PROJECTS 2 INCHES AND
 FE2416'THE DISK IS STAMPED COKER 1959.
 FE2416'
 FE2416'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2169 ***********************************************************************
 GC2169  DESIGNATION -  COKER
 GC2169  PID         -  GC2169
 GC2169  STATE/COUNTY-  TN/TROUSDALE
 GC2169  USGS QUAD   -  BETHPAGE (1994)
 GC2169
 GC2169                         *CURRENT SURVEY CONTROL
 GC2169  ___________________________________________________________________
 GC2169* NAD 83(1995)-  36 24 45.64975(N)    086 16 02.66599(W)     ADJUSTED  
 GC2169* NAVD 88     -       226.3    (meters)     742.     (feet)  VERTCON   
 GC2169  ___________________________________________________________________
 GC2169  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC2169  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2169
 GC2169  HORZ ORDER  -  SECOND
 GC2169
 GC2169.The horizontal coordinates were established by classical geodetic methods
 GC2169.and adjusted by the National Geodetic Survey in April 1999..
 GC2169
 GC2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2169
 GC2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2169
 GC2169.The geoid height was determined by GEOID03.
 GC2169
 GC2169;                    North         East     Units Scale Factor Converg.
 GC2169;SPC TN       -   230,739.105   576,015.868   MT  0.99999930   -0 09 23.6
 GC2169;SPC TN       -   757,016.55  1,889,812.06   sFT  0.99999930   -0 09 23.6
 GC2169;UTM  16      - 4,029,971.596   565,681.662   MT  0.99965315   +0 26 05.6
 GC2169
 GC2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2169!SPC TN       -   0.99996909  x   0.99999930  =   0.99996839
 GC2169!UTM  16      -   0.99996909  x   0.99965315  =   0.99962225
 GC2169
 GC2169|---------------------------------------------------------------------|
 GC2169| PID    Reference Object                     Distance      Geod. Az  |
 GC2169|                                                           dddmmss.s |
 GC2169| GC0314 COKER RM 1                            8.348 METERS 17014     |
 GC2169| CG5126 COKER AZ MK                                        1761906.5 |
 GC2169| GC0312 COKER RM 2                           18.932 METERS 35446     |
 GC2169|---------------------------------------------------------------------|
 GC2169
 GC2169                          SUPERSEDED SURVEY CONTROL
 GC2169
 GC2169  NAD 83(1995)-  36 24 45.65051(N)    086 16 02.66724(W) AD(       ) 2
 GC2169  NAD 83(1995)-  36 24 45.65750(N)    086 16 02.66926(W) AD(       ) 2
 GC2169  NAD 83(1986)-  36 24 45.65936(N)    086 16 02.66920(W) AD(       ) 2
 GC2169  NAD 27      -  36 24 45.49470(N)    086 16 02.70750(W) AD(       ) 2
 GC2169  NGVD 29 (07/19/86)  226.4    (m)          743.     (f) VERT ANG       
 GC2169
 GC2169.Superseded values are not recommended for survey control.
 GC2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2169.See file dsdata.txt to determine how the superseded data were derived.
 GC2169
 GC2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6568229972(NAD 83)
 GC2169_MARKER: DD = SURVEY DISK
 GC2169_SETTING: 66 = SET IN ROCK OUTCROP
 GC2169
 GC2169  HISTORY     - Date     Condition        Report By
 GC2169  HISTORY     - 1961     MONUMENTED       TNHD
 GC2169
 GC2169                          STATION DESCRIPTION
 GC2169
 GC2169'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2169'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF THE JUNCTION OF
 GC2169'STATE ROUTE NO. 25 AND STATE ROUTE NO. 10-A.
 GC2169'
 GC2169'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 25 AND
 GC2169'STATE ROUTE NO. 10-A, GO NORTHWEST ON STATE ROUTE NO. 10-A FOR 1.65
 GC2169'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2169'
 GC2169'THE STATION IS 108 FEET SOUTH OF A T FENCE CORNER AT A 14-INCH CEDAR
 GC2169'TREE, 10 FEET EAST OF EDGE OF A HIGHWAY CUT, 7 FEET WEST OF A
 GC2169'FENCE, AND 8.9 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A
 GC2169'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED
 GC2169'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED COKER 1961.  NO
 GC2169'UNDERGROUND MARK WAS ESTABLISHED.
 GC2169'
 GC2169'REFERENCE MARK NO. 1 IS 12 FEET EAST OF HIGHWAY CUT ON THE SOUTH
 GC2169'SLOPE OF THE HILL AND 4 FEET WEST OF A FENCE.  THE MARK IS A
 GC2169'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE
 GC2169'IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED COKER RM-1 1961.
 GC2169'
 GC2169'REFERENCE MARK NO. 2 IS 45 FEET SOUTHWEST OF A T FENCE CORNER AT A
 GC2169'14-INCH CEDAR TREE, 12 FEET EAST OF A HIGHWAY CUT, AND 9 FEET WEST
 GC2169'OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2169'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK
 GC2169'IS STAMPED COKER RM-2 1961.
 GC2169'
 GC2169'THE AZIMUTH MARK IS 25 FEET WEST OF STATE ROUTE NO. 10-A, 24 FEET
 GC2169'EAST OF FENCE, 2 FEET SOUTH OF A WHITE GUARD POST FOR CULVERT,
 GC2169'AND 1.8 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 GC2169'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED, FLUSH, IN A DRILLED
 GC2169'HOLE IN THE NORTH EDGE OF A BRIDGE ABUTMENT AND THE DISK IS STAMPED
 GC2169'COKER AZI 1961.
 GC2169'
 GC2169'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON STATE
 GC2169'ROUTE NO. 10-A FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2169'
 GC2169'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0315 ***********************************************************************
 GC0315  DESIGNATION -  COKER AZ MK
 GC0315  PID         -  GC0315
 GC0315  STATE/COUNTY-  TN/TROUSDALE
 GC0315  USGS QUAD   -  BETHPAGE (1994)
 GC0315
 GC0315                         *CURRENT SURVEY CONTROL
 GC0315  ___________________________________________________________________
 GC0315* NAD 83(1986)-  36 24 34.     (N)    086 16 02.     (W)     SCALED    
 GC0315* NAVD 88     -       208.500  (meters)     684.05   (feet)  ADJUSTED  
 GC0315  ___________________________________________________________________
 GC0315  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0315  DYNAMIC HT  -         208.329 (meters)     683.49  (feet)  COMP
 GC0315  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 GC0315
 GC0315  VERT ORDER  -  SECOND    CLASS 0
 GC0315
 GC0315.The horizontal coordinates were scaled from a topographic map and have
 GC0315.an estimated accuracy of +/- 6 seconds.
 GC0315
 GC0315.The orthometric height was determined by differential leveling
 GC0315.and adjusted by the National Geodetic Survey in June 1991..
 GC0315
 GC0315.The geoid height was determined by GEOID03.
 GC0315
 GC0315.The dynamic height is computed by dividing the NAVD 88
 GC0315.geopotential number by the normal gravity value computed on the
 GC0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0315.degrees latitude (g = 980.6199 gals.).
 GC0315
 GC0315.The modeled gravity was interpolated from observed gravity values.
 GC0315
 GC0315;                    North         East    Units  Estimated Accuracy
 GC0315;SPC TN       -   230,380.      576,030.      MT  (+/- 180 meters Scaled)
 GC0315
 GC0315                          SUPERSEDED SURVEY CONTROL
 GC0315
 GC0315  NGVD 29 (??/??/??)  208.60   (m)          684.4    (f) RESET       3  
 GC0315
 GC0315.Superseded values are not recommended for survey control.
 GC0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0315.See file dsdata.txt to determine how the superseded data were derived.
 GC0315
 GC0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657296(NAD 83)
 GC0315_MARKER: DD = SURVEY DISK
 GC0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0315_SP_SET: CULVERT
 GC0315_STAMPING: COKER AZI 1961
 GC0315_MARK LOGO: TNHD  
 GC0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0315
 GC0315  HISTORY     - Date     Condition        Report By
 GC0315  HISTORY     - 1961     MONUMENTED       TNHD
 GC0315
 GC0315                          STATION DESCRIPTION
 GC0315
 GC0315'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0315'7.3 MI NW FROM HARTSVILLE.
 GC0315'FROM THE JUNCTION OF STATE ROUTE 25 AND STATE ROUTE 10-A, GO
 GC0315'NORTHWEST FOR 1.2 MILES TO THE MARK ON THE LEFT, 25 FEET WEST
 GC0315'OF THE CENTERLINE OF STATE ROUTE 10-A, 24 FEET EAST OF A FENCE,
 GC0315'2 FEET SOUTH OF A WHITE GUARD POST FOR CULVERT, 1.8 FEET SOUTH
 GC0315'OF A WITNESS POST, AND CEMENTED FLUSH IN A DRILLED HOLE AT
 GC0315'THE SOUTHWEST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0314 ***********************************************************************
 GC0314  DESIGNATION -  COKER RM 1
 GC0314  PID         -  GC0314
 GC0314  STATE/COUNTY-  TN/TROUSDALE
 GC0314  USGS QUAD   -  BETHPAGE (1994)
 GC0314
 GC0314                         *CURRENT SURVEY CONTROL
 GC0314  ___________________________________________________________________
 GC0314* NAD 83(1986)-  36 24 44.     (N)    086 16 03.     (W)     SCALED    
 GC0314* NAVD 88     -       225.939  (meters)     741.27   (feet)  ADJUSTED  
 GC0314  ___________________________________________________________________
 GC0314  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0314  DYNAMIC HT  -         225.754 (meters)     740.66  (feet)  COMP
 GC0314  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 GC0314
 GC0314  VERT ORDER  -  SECOND    CLASS 0
 GC0314
 GC0314.The horizontal coordinates were scaled from a topographic map and have
 GC0314.an estimated accuracy of +/- 6 seconds.
 GC0314
 GC0314.The orthometric height was determined by differential leveling
 GC0314.and adjusted by the National Geodetic Survey in June 1991..
 GC0314
 GC0314.The geoid height was determined by GEOID03.
 GC0314
 GC0314.The dynamic height is computed by dividing the NAVD 88
 GC0314.geopotential number by the normal gravity value computed on the
 GC0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0314.degrees latitude (g = 980.6199 gals.).
 GC0314
 GC0314.The modeled gravity was interpolated from observed gravity values.
 GC0314
 GC0314;                    North         East    Units  Estimated Accuracy
 GC0314;SPC TN       -   230,690.      576,010.      MT  (+/- 180 meters Scaled)
 GC0314
 GC0314                          SUPERSEDED SURVEY CONTROL
 GC0314
 GC0314  NGVD 29 (??/??/92)  226.002  (m)          741.47   (f) ADJ UNCH    2 0
 GC0314
 GC0314.Superseded values are not recommended for survey control.
 GC0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0314.See file dsdata.txt to determine how the superseded data were derived.
 GC0314
 GC0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF656299(NAD 83)
 GC0314_MARKER: DD = SURVEY DISK
 GC0314_SETTING: 66 = SET IN ROCK OUTCROP
 GC0314_SP_SET: BEDROCK
 GC0314_STAMPING: COKER RM-1 1961
 GC0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0314+STABILITY: POSITION/ELEVATION WELL
 GC0314
 GC0314  HISTORY     - Date     Condition        Report By
 GC0314  HISTORY     - 1961     MONUMENTED       TNHD
 GC0314
 GC0314                          STATION DESCRIPTION
 GC0314
 GC0314'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0314'7.5 MI NW FROM HARTSVILLE.
 GC0314'THIS MARK IS LOCATED AT THE COKER 1961 STATION SITE, 12 FEET
 GC0314'EAST OF A HIGHWAY CUT ON THE SOUTH SLOPE OF THE HILL, 4 FEET
 GC0314'WEST OF A FENCE, 27 FEET SOUTH OF THE STATION, AND CEMENTED
 GC0314'FLUSH IN A DRILLED HOLE OF OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0312 ***********************************************************************
 GC0312  DESIGNATION -  COKER RM 2
 GC0312  PID         -  GC0312
 GC0312  STATE/COUNTY-  TN/TROUSDALE
 GC0312  USGS QUAD   -  BETHPAGE (1994)
 GC0312
 GC0312                         *CURRENT SURVEY CONTROL
 GC0312  ___________________________________________________________________
 GC0312* NAD 83(1986)-  36 24 44.     (N)    086 16 03.     (W)     SCALED    
 GC0312* NAVD 88     -       226.798  (meters)     744.09   (feet)  ADJUSTED  
 GC0312  ___________________________________________________________________
 GC0312  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0312  DYNAMIC HT  -         226.612 (meters)     743.48  (feet)  COMP
 GC0312  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 GC0312
 GC0312  VERT ORDER  -  SECOND    CLASS 0
 GC0312
 GC0312.The horizontal coordinates were scaled from a topographic map and have
 GC0312.an estimated accuracy of +/- 6 seconds.
 GC0312
 GC0312.The orthometric height was determined by differential leveling
 GC0312.and adjusted by the National Geodetic Survey in June 1991..
 GC0312
 GC0312.The geoid height was determined by GEOID03.
 GC0312
 GC0312.The dynamic height is computed by dividing the NAVD 88
 GC0312.geopotential number by the normal gravity value computed on the
 GC0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0312.degrees latitude (g = 980.6199 gals.).
 GC0312
 GC0312.The modeled gravity was interpolated from observed gravity values.
 GC0312
 GC0312;                    North         East    Units  Estimated Accuracy
 GC0312;SPC TN       -   230,690.      576,010.      MT  (+/- 180 meters Scaled)
 GC0312
 GC0312                          SUPERSEDED SURVEY CONTROL
 GC0312
 GC0312  NGVD 29 (??/??/92)  226.861  (m)          744.29   (f) ADJ UNCH    2 0
 GC0312
 GC0312.Superseded values are not recommended for survey control.
 GC0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0312.See file dsdata.txt to determine how the superseded data were derived.
 GC0312
 GC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF656299(NAD 83)
 GC0312_MARKER: DD = SURVEY DISK
 GC0312_SETTING: 66 = SET IN ROCK OUTCROP
 GC0312_SP_SET: BEDROCK
 GC0312_STAMPING: COKER RM-2 1961
 GC0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0312+STABILITY: POSITION/ELEVATION WELL
 GC0312
 GC0312  HISTORY     - Date     Condition        Report By
 GC0312  HISTORY     - 1961     MONUMENTED       TNHD
 GC0312
 GC0312                          STATION DESCRIPTION
 GC0312
 GC0312'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0312'7.5 MI NW FROM HARTSVILLE.
 GC0312'THIS MARK IS LOCATED AT THE COKER 1961 STATION SITE, 45 FEET
 GC0312'SOUTHWEST OF A T FENCE CORNER AT A 14-INCH CEDAR TREE, 12 FEET
 GC0312'EAST OF A HIGHWAY CUT, AND 9 FEET WEST OF A FENCE.  THE MARK
 GC0312'IS 62 FEET NORTH OF THE STATION AND CEMENTED FLUSH IN A DRILLED
 GC0312'HOLE OF OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0206 ***********************************************************************
 FD0206  DESIGNATION -  COLE
 FD0206  PID         -  FD0206
 FD0206  STATE/COUNTY-  TN/FRANKLIN
 FD0206  USGS QUAD   -  BELVIDERE (1982)
 FD0206
 FD0206                         *CURRENT SURVEY CONTROL
 FD0206  ___________________________________________________________________
 FD0206* NAD 83(1995)-  35 08 45.59484(N)    086 12 06.08280(W)     ADJUSTED  
 FD0206* NAVD 88     -       328.714  (meters)    1078.46   (feet)  ADJUSTED  
 FD0206  ___________________________________________________________________
 FD0206  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FD0206  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0206  DYNAMIC HT  -         328.393 (meters)    1077.40  (feet)  COMP
 FD0206  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FD0206
 FD0206  HORZ ORDER  -  SECOND
 FD0206  VERT ORDER  -  FIRST     CLASS II
 FD0206
 FD0206.The horizontal coordinates were established by classical geodetic methods
 FD0206.and adjusted by the National Geodetic Survey in April 1999..
 FD0206
 FD0206.The orthometric height was determined by differential leveling
 FD0206.and adjusted by the National Geodetic Survey in June 1991..
 FD0206
 FD0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0206
 FD0206.The geoid height was determined by GEOID03.
 FD0206
 FD0206.The dynamic height is computed by dividing the NAVD 88
 FD0206.geopotential number by the normal gravity value computed on the
 FD0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0206.degrees latitude (g = 980.6199 gals.).
 FD0206
 FD0206.The modeled gravity was interpolated from observed gravity values.
 FD0206
 FD0206;                    North         East     Units Scale Factor Converg.
 FD0206;SPC TN       -    90,185.014   581,620.528   MT  1.00001998   -0 07 05.1
 FD0206;SPC TN       -   295,882.00  1,908,200.02   sFT  1.00001998   -0 07 05.1
 FD0206;UTM  16      - 3,889,525.586   572,718.311   MT  0.99966517   +0 27 34.5
 FD0206
 FD0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0206!SPC TN       -   0.99995291  x   1.00001998  =   0.99997289
 FD0206!UTM  16      -   0.99995291  x   0.99966517  =   0.99961809
 FD0206
 FD0206:                Primary Azimuth Mark                     Grid Az
 FD0206:SPC TN       -  PTS 13 T=KASSERMAN                       072 58 22.7
 FD0206:UTM  16      -  PTS 13 T=KASSERMAN                       072 23 43.1
 FD0206
 FD0206|---------------------------------------------------------------------|
 FD0206| PID    Reference Object                     Distance      Geod. Az  |
 FD0206|                                                           dddmmss.s |
 FD0206| FD0211 PTS 13 T=KASSERMAN                  APPROX. 5.1 KM 0725117.6 |
 FD0206| FD0207 COLE RM 1                            39.975 METERS 18152     |
 FD0206| FD0205 COLE AZ MK                                         2192637.5 |
 FD0206| FD0208 COLE RM 2                            37.095 METERS 26126     |
 FD0206|---------------------------------------------------------------------|
 FD0206
 FD0206                          SUPERSEDED SURVEY CONTROL
 FD0206
 FD0206  NAD 83(1995)-  35 08 45.59502(N)    086 12 06.08274(W) AD(       ) 2
 FD0206  NAD 83(1995)-  35 08 45.59685(N)    086 12 06.08100(W) AD(       ) 2
 FD0206  NAD 83(1995)-  35 08 45.60738(N)    086 12 06.08366(W) AD(       ) 2
 FD0206  NAD 83(1986)-  35 08 45.60905(N)    086 12 06.08257(W) AD(       ) 2
 FD0206  NAD 27      -  35 08 45.30100(N)    086 12 06.12800(W) AD(       ) 2
 FD0206  NGVD 29 (??/??/92)  328.683  (m)         1078.35   (f) ADJ UNCH    1 2
 FD0206
 FD0206.Superseded values are not recommended for survey control.
 FD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0206.See file dsdata.txt to determine how the superseded data were derived.
 FD0206
 FD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7271889526(NAD 83)
 FD0206_MARKER: DS = TRIANGULATION STATION DISK
 FD0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0206_STAMPING: COLE 1934
 FD0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0206+STABILITY: SURFACE MOTION
 FD0206
 FD0206  HISTORY     - Date     Condition        Report By
 FD0206  HISTORY     - 1934     MONUMENTED       CGS
 FD0206  HISTORY     - 1949     GOOD             NGS
 FD0206  HISTORY     - 1972     POOR             TVA
 FD0206  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FD0206
 FD0206                          STATION DESCRIPTION
 FD0206
 FD0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD0206'ABOUT 14.8 MILES SOUTH OF TULLAHOMA, 5.9 MILES SOUTHWEST OF
 FD0206'WINCHESTER, 1.5
 FD0206'MILES NORTHWEST OF BELVIDERE, IN SMALL CLEARED
 FD0206'UNCULTIVATED AREA, ON PROPERTY OF
 FD0206'WILLARK COLE, 105.35 FEET EAST OF
 FD0206'SOUTHEAST CORNER OF HIS HOUSE, 26 FEET SOUTH OF
 FD0206'CENTER OF LANE TO
 FD0206'HOUSE, AND 8 FEET EAST OF YARD FENCE ON EAST SIDE OF HOUSE.  TO
 FD0206'REACH FROM
 FD0206'RAILROAD CROSSING IN BELVIDERE, FOLLOW U S ROUTE 97 NORTHEAST
 FD0206'0.35 MILE, TURN NORTH
 FD0206'(LEFT) IN SIDE ROAD LEADING TO FIRST REFORMED
 FD0206'CHURCH AND CONTINUE 1.5 MILES ON MAIN
 FD0206'ROAD, KEEP STRAIGHT AHEAD
 FD0206'(WEST) ON SIDE ROAD, CONTINUE 0.35 MILE TO DIM WOODS
 FD0206'ROAD TO RIGHT,
 FD0206'TURN RIGHT AND CONTINUE 0.2 MILE TO HOME OF WILLARD COLE AND STATION
 FD0206'SITE.  SURFACE AND
 FD0206'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FD0206'CONCRETE.  REFERENCE
 FD0206'MARKS ARE STANDARD REFERENCE
 FD0206'DISKS IN CONCRETE.  NO 1 IS ON PROPERTY OF
 FD0206'ALFRED WAMBROAD,
 FD0206'ALONG FENCE LINE, IN WOODED AREA EAST OF COLES CULTIVATED FIELD, AND
 FD0206'131.  53 FEET FROM
 FD0206'STATION S 1 DEG 52 MIN W.  NO 2 IS IN COLES
 FD0206'YARD, 26.7 FEET SOUTH FO SOUTH FACE
 FD0206'OF CONCRETE FOUNDATION OF HOUSE,
 FD0206'1 FOOT NORTH OF FENCE, AND 121.71 FEET FROM STATION
 FD0206'S 81 DEG 26 MIN W.
 FD0206'DISTANCE BETWEEN NO 1 AND NO 2 IS 162.2 FEET.  AZIMUTH MARK
 FD0206'IS STANDARD REFERENCE
 FD0206'DISK IN CONCRETE, ON PROPERTY OF
 FD0206'HENRY GLAUS, ON NORTH SIDE OF ROAD
 FD0206'LEADING TO COLES HOUSE, 46 FEET
 FD0206'DUE NORTH OF LONE CEDAR TREE, 10 FEET NORTH OF CENTER
 FD0206'OF ROAD, IN
 FD0206'EDGE OF CULTIVATED FIELD, AND 0.2 MILE FROM STATION S 39 DEG 27 MIN W.
 FD0206
 FD0206                          STATION RECOVERY (1949)
 FD0206
 FD0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FD0206'2.4 MI N FROM BELVIDERE.
 FD0206'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0206'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, THENCE ABOUT 0.85
 FD0206'MILE NORTH ALONG A GRAVEL ROAD THENCE ABOUT 0.85 MILE WEST ALONG
 FD0206'A GRAVEL ROAD THENCE ABOUT 0.2 MILE NORTH ALONG A PRIVATE ROAD
 FD0206'TO THE TOP OF A HILL AND RESIDENCE OF WILLARD COLE, 134.3 FEET
 FD0206'NORTH OF R.M. NO. 1, 122 FEET EAST-NORTHEAST OF R.M. NO. 2,
 FD0206'105 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 7 FEET SOUTHWEST
 FD0206'OF THE CENTER LINE OF THE DRIVE TO HOUSE, AND SET IN THE TOP OF
 FD0206'A CONCRETE POST PROJECTING 6 INCHES.
 FD0206
 FD0206                          STATION RECOVERY (1972)
 FD0206
 FD0206'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0206'COLE RECOVERED DISTURBED.
 FD0206'
 FD0206'TOP OF MON. BROKEN OFF.  BASE STILL IN LOCATED IN CENTER OF
 FD0206'GRAVEL RD. FLUSH WITH RD.  POSITION RETAINED BECAUSE OF UNDERGROUND
 FD0206'MARK AND REFERENCES.
 FD0206'
 FD0206'COLE AZ. MK. DESTROYED.
 FD0206'
 FD0206'FOUND PUSHED OUT OF GROUND.
 FD0206'
 FD0206'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI N-W OF
 FD0206'BELVIDERE.
 FD0206
 FD0206                          STATION RECOVERY (1975)
 FD0206
 FD0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD0206'THE UNDERGROUND STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 FD0206'CONDITION.  THE SURFACE STATION MARK WAS FOUND WITH THE DISK GONE.
 FD0206'A NEW SURFACE STATION MARK WAS SET HOLDING THE UNDERGROUND POINT.
 FD0206'THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED.  THE DISTANCE TO
 FD0206'REFERENCE MARK 1 CHECKED BY MEASUREING SLOPE.  THE MARK WAS
 FD0206'MEASURED HORIZONAL AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 2
 FD0206'CHECKED.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED
 FD0206'SINCE IT WAS REPORTED AS SUCH IN 1972.  A NEW DESCRIPTION
 FD0206'FOLLOWS--
 FD0206'
 FD0206'THE STATION IS 12 FEET EAST OF AN 8 INCH HOLLY TREE, 73 FEET NORTH
 FD0206'OF A FENCE CORNER, 52 FEET SOUTHEAST OF A FENCE CORNER, 40 FEET
 FD0206'SOUTH OF A 16 INCH OAK TREE, 31 FEET NORTHEAST OF A 10 INCH DOGWOOD
 FD0206'TREE AND IN A GRAVELED DRIVEWAY ON THE PROPERTY OF MR. HOWARD
 FD0206'RAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COLES 1934
 FD0206'1975.
 FD0206'
 FD0206'TO REACH THE STATION FROM THE RAILROAD CROSSING (JUST WEST OF THE
 FD0206'POST OFFICE AT BELVIDERE), GO NORTHEAST ON U. S. HIGHWAY 64 FOR 0.35
 FD0206'MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON PAVED
 FD0206'ROAD FOR 1.9 MILES TO A SHARP CURVE RIGHT AND A GRAVELED ROAD
 FD0206'STRAIGHT AHEAD.  CONTINUE WEST AND SOUTH ON THE GRAVELED ROAD
 FD0206'FOR 0.5 MILE TO TOP OF GRADE AND THE STATION.
 FD0206'
 FD0206'REFERENCE MARK 1 IS 6 FEET WEST OF A FENCE AND 58 FEET SOUTH OF A
 FD0206'FENCE CORNER.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS
 FD0206'STAMPED COLES NO 1 1934.
 FD0206'
 FD0206'REFERENCE MARK 2 IS 30 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 FD0206'HOUSE, 30 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE AND 8
 FD0206'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT PROJECTS
 FD0206'8 INCHES AND THE DISK IS STAMPED COLES NO 2 1934.
 FD0206'
 FD0206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 FD0206'NORTHWEST OF BELVIDERE.
 FD0206'
 FD0206'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0205 ***********************************************************************
 FD0205  DESIGNATION -  COLE AZ MK
 FD0205  PID         -  FD0205
 FD0205  STATE/COUNTY-  TN/FRANKLIN
 FD0205  USGS QUAD   -  BELVIDERE (1982)
 FD0205
 FD0205                         *CURRENT SURVEY CONTROL
 FD0205  ___________________________________________________________________
 FD0205* NAD 83(1986)-  35 08 38.     (N)    086 12 14.     (W)     SCALED    
 FD0205* NAVD 88     -       310.210  (meters)    1017.75   (feet)  ADJUSTED  
 FD0205  ___________________________________________________________________
 FD0205  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0205  DYNAMIC HT  -         309.906 (meters)    1016.75  (feet)  COMP
 FD0205  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FD0205
 FD0205  VERT ORDER  -  FIRST     CLASS II
 FD0205
 FD0205.The horizontal coordinates were scaled from a topographic map and have
 FD0205.an estimated accuracy of +/- 6 seconds.
 FD0205
 FD0205.The orthometric height was determined by differential leveling
 FD0205.and adjusted by the National Geodetic Survey in June 1991..
 FD0205
 FD0205.The geoid height was determined by GEOID03.
 FD0205
 FD0205.The dynamic height is computed by dividing the NAVD 88
 FD0205.geopotential number by the normal gravity value computed on the
 FD0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0205.degrees latitude (g = 980.6199 gals.).
 FD0205
 FD0205.The modeled gravity was interpolated from observed gravity values.
 FD0205
 FD0205;                    North         East    Units  Estimated Accuracy
 FD0205;SPC TN       -    89,950.      581,420.      MT  (+/- 180 meters Scaled)
 FD0205
 FD0205                          SUPERSEDED SURVEY CONTROL
 FD0205
 FD0205  NGVD 29 (??/??/92)  310.179  (m)         1017.65   (f) ADJ UNCH    1 2
 FD0205
 FD0205.Superseded values are not recommended for survey control.
 FD0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0205.See file dsdata.txt to determine how the superseded data were derived.
 FD0205
 FD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED725892(NAD 83)
 FD0205_MARKER: DS = TRIANGULATION STATION DISK
 FD0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0205_STAMPING: COLE 1934 AZI
 FD0205_MARK LOGO: CGS   
 FD0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0205+STABILITY: SURFACE MOTION
 FD0205
 FD0205  HISTORY     - Date     Condition        Report By
 FD0205  HISTORY     - 1934     MONUMENTED       CGS
 FD0205  HISTORY     - 1949     GOOD             CGS
 FD0205
 FD0205                          STATION DESCRIPTION
 FD0205
 FD0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0205'2.4 MI N FROM BELVIDERE.
 FD0205'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0205'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, THENCE ABOUT 0.85
 FD0205'MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE WEST
 FD0205'ALONG A GRAVEL ROAD AND ABOUT 0.2 MILE WEST ALONG A FARM ROAD,
 FD0205'48 FEET NORTH-NORTHWEST AND ACROSS FARM ROAD FROM A 12-INCH
 FD0205'CEDAR TREE IN A FENCE LINE RUNNING SOUTH, 24 1/2 FEET
 FD0205'NORTH-NORTHWEST AND ACROSS ROAD FROM THE CENTER OF A GATE IN
 FD0205'SOUTH FENCE LINE, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 FD0205'2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 FD0205'WITNESS POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP
 FD0205'OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0207 ***********************************************************************
 FD0207  DESIGNATION -  COLE RM 1
 FD0207  PID         -  FD0207
 FD0207  STATE/COUNTY-  TN/FRANKLIN
 FD0207  USGS QUAD   -  BELVIDERE (1982)
 FD0207
 FD0207                         *CURRENT SURVEY CONTROL
 FD0207  ___________________________________________________________________
 FD0207* NAD 83(1986)-  35 08 45.     (N)    086 12 06.     (W)     SCALED    
 FD0207* NAVD 88     -       325.300  (meters)    1067.26   (feet)  ADJUSTED  
 FD0207  ___________________________________________________________________
 FD0207  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0207  DYNAMIC HT  -         324.982 (meters)    1066.21  (feet)  COMP
 FD0207  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FD0207
 FD0207  VERT ORDER  -  FIRST     CLASS II
 FD0207
 FD0207.The horizontal coordinates were scaled from a topographic map and have
 FD0207.an estimated accuracy of +/- 6 seconds.
 FD0207
 FD0207.The orthometric height was determined by differential leveling
 FD0207.and adjusted by the National Geodetic Survey in June 1991..
 FD0207
 FD0207.The geoid height was determined by GEOID03.
 FD0207
 FD0207.The dynamic height is computed by dividing the NAVD 88
 FD0207.geopotential number by the normal gravity value computed on the
 FD0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0207.degrees latitude (g = 980.6199 gals.).
 FD0207
 FD0207.The modeled gravity was interpolated from observed gravity values.
 FD0207
 FD0207;                    North         East    Units  Estimated Accuracy
 FD0207;SPC TN       -    90,170.      581,620.      MT  (+/- 180 meters Scaled)
 FD0207
 FD0207                          SUPERSEDED SURVEY CONTROL
 FD0207
 FD0207  NGVD 29 (??/??/92)  325.269  (m)         1067.15   (f) ADJ UNCH    1 2
 FD0207
 FD0207.Superseded values are not recommended for survey control.
 FD0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0207.See file dsdata.txt to determine how the superseded data were derived.
 FD0207
 FD0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED727895(NAD 83)
 FD0207_MARKER: DR = REFERENCE MARK DISK
 FD0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0207_STAMPING: COLE NO 1 1934
 FD0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0207+STABILITY: SURFACE MOTION
 FD0207
 FD0207  HISTORY     - Date     Condition        Report By
 FD0207  HISTORY     - 1934     MONUMENTED       CGS
 FD0207  HISTORY     - 1949     GOOD             NGS
 FD0207
 FD0207                          STATION DESCRIPTION
 FD0207
 FD0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0207'2.4 MI N FROM BELVIDERE.
 FD0207'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0207'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, THENCE ABOUT 0.85
 FD0207'MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE WEST ALONG
 FD0207'A GRAVEL ROAD, THENCE 0.2 MILE NORTH ALONG A PRIVATE ROAD TO THE
 FD0207'TOP OF A HILL AND THE RESIDENCE OF WILLARD COLE, 171 1/2 FEET
 FD0207'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 131.3 FEET
 FD0207'SOUTH OF THE STATION MARK, 162 FEET SOUTHEAST OF R.M. NO. 2, 11
 FD0207'FEET EAST OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 FD0207'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0207'12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0208 ***********************************************************************
 FD0208  DESIGNATION -  COLE RM 2
 FD0208  PID         -  FD0208
 FD0208  STATE/COUNTY-  TN/FRANKLIN
 FD0208  USGS QUAD   -  BELVIDERE (1982)
 FD0208
 FD0208                         *CURRENT SURVEY CONTROL
 FD0208  ___________________________________________________________________
 FD0208* NAD 83(1995)-  35 08 45.41546(N)    086 12 07.53192(W)     ADJUSTED  
 FD0208* NAVD 88     -       328.590  (meters)    1078.05   (feet)  ADJUSTED  
 FD0208  ___________________________________________________________________
 FD0208  X           -     345,850.175 (meters)                     COMP
 FD0208  Y           -  -5,209,901.218 (meters)                     COMP
 FD0208  Z           -   3,651,291.279 (meters)                     COMP
 FD0208  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FD0208  ELLIP HEIGHT-         299.90  (meters)          (07/29/02) GPS OBS
 FD0208  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD0208  DYNAMIC HT  -         328.269 (meters)    1077.00  (feet)  COMP
 FD0208  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 FD0208
 FD0208  HORZ ORDER  -  FIRST
 FD0208  VERT ORDER  -  FIRST     CLASS II
 FD0208  ELLP ORDER  -  FOURTH    CLASS I
 FD0208
 FD0208.The horizontal coordinates were established by GPS observations
 FD0208.and adjusted by the National Geodetic Survey in April 1999..
 FD0208
 FD0208.The orthometric height was determined by differential leveling
 FD0208.and adjusted by the National Geodetic Survey in June 1991..
 FD0208
 FD0208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD0208
 FD0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0208
 FD0208.The ellipsoidal height was determined by GPS observations
 FD0208.and is referenced to NAD 83.
 FD0208
 FD0208.The geoid height was determined by GEOID03.
 FD0208
 FD0208.The dynamic height is computed by dividing the NAVD 88
 FD0208.geopotential number by the normal gravity value computed on the
 FD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0208.degrees latitude (g = 980.6199 gals.).
 FD0208
 FD0208.The modeled gravity was interpolated from observed gravity values.
 FD0208
 FD0208;                    North         East     Units Scale Factor Converg.
 FD0208;SPC TN       -    90,179.562   581,583.835   MT  1.00001999   -0 07 05.9
 FD0208;SPC TN       -   295,864.11  1,908,079.63   sFT  1.00001999   -0 07 05.9
 FD0208;UTM  16      - 3,889,519.765   572,681.687   MT  0.99966510   +0 27 33.6
 FD0208
 FD0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0208!SPC TN       -   0.99995293  x   1.00001999  =   0.99997292
 FD0208!UTM  16      -   0.99995293  x   0.99966510  =   0.99961804
 FD0208
 FD0208                          SUPERSEDED SURVEY CONTROL
 FD0208
 FD0208  ELLIP H (04/12/99)  299.96   (m)                       GP(       ) 4 1
 FD0208  NAD 83(1995)-  35 08 45.41547(N)    086 12 07.53202(W) AD(       ) 1
 FD0208  NAD 83(1995)-  35 08 45.41743(N)    086 12 07.53009(W) AD(       ) 1
 FD0208  ELLIP H (12/04/92)  299.89   (m)                       GP(       ) 4 1
 FD0208  NAD 83(1995)-  35 08 45.42814(N)    086 12 07.53280(W) AD(       ) 1
 FD0208  NGVD 29 (??/??/92)  328.560  (m)         1077.95   (f) ADJ UNCH    1 2
 FD0208
 FD0208.Superseded values are not recommended for survey control.
 FD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0208.See file dsdata.txt to determine how the superseded data were derived.
 FD0208
 FD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7268289520(NAD 83)
 FD0208_MARKER: DR = REFERENCE MARK DISK
 FD0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0208_SP_SET: CONCRETE POST
 FD0208_STAMPING: COLE NO 2 1934
 FD0208_MARK LOGO: CGS   
 FD0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0208+STABILITY: SURFACE MOTION
 FD0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0208+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993
 FD0208
 FD0208  HISTORY     - Date     Condition        Report By
 FD0208  HISTORY     - 1934     MONUMENTED       CGS
 FD0208  HISTORY     - 1949     GOOD             NGS
 FD0208  HISTORY     - 19900626 GOOD             ALHD
 FD0208  HISTORY     - 19910205 GOOD
 FD0208  HISTORY     - 19931118 GOOD             ALHD
 FD0208
 FD0208                          STATION DESCRIPTION
 FD0208
 FD0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0208'2.4 MI N FROM BELVIDERE.
 FD0208'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0208'LOUIS RAILWAY FROM THE STATION AT BELVIDERE, THENCE ABOUT 0.85 MILE
 FD0208'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.85 MILE WEST ALONG A
 FD0208'GRAVEL ROAD, THENCE ABOUT 0.2 MILE NORTH ALONG A PRIVATE ROAD
 FD0208'TO THE TOP OF A HILL AND THE RESIDENCE OF WILLARD COLE, 162
 FD0208'FEET NORTHWEST OF R.M. NO. 1, 122 FEET WEST-SOUTHWEST OF THE STATION
 FD0208'MARK, 30 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE,
 FD0208'9 FEET SOUTH OF THE CENTER LINE OF A DRIVE, 1 1/2 FEET NORTH OF
 FD0208'A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 FD0208'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FD0208
 FD0208                          STATION RECOVERY (1990)
 FD0208
 FD0208'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FD0208'THE STATION IS LOCATED IN FRANKLIN COUNTY ON PROPERTY OWNED BY MR. RAY
 FD0208'HINSHAW, ABOUT 9.50 KM (5.90 MI) SOUTHWEST OF WINCHESTER AND ABOUT
 FD0208'23.82 KM (14.80 MI) SOUTH OF TULLAHOMA.
 FD0208'TO REACH THE STATION FROM THE JUNCTION OF U. S. 64 AND MINGO ROAD,
 FD0208'MILE POST 12.15 ON U. S. 64, ABOUT 4.35 KM (2.70 MI) SOUTHWEST OF
 FD0208'DOWNTOWN WINCHESTER, DRIVE NORTHWEST AND THEN WEST ON MINGO ROAD 4.75
 FD0208'KM (2.95 MI) TO A PAVED CROSS ROAD WITH OWL HOLLOW ROAD LEFT AND
 FD0208'RIGHT, TURN LEFT ON OWL HOLLOW ROAD AND DRIVE SOUTH 1.93 KM
 FD0208'(1.20 MI) TO HINSHAW LANE ON THE RIGHT, TURN RIGHT ON GRAVEL HINSHAW
 FD0208'LANE AND DRIVE WEST AND THEN SOUTH 0.80 KM (0.50 MI) TO THE TOP OF A
 FD0208'HILL, AN OLD HOUSE, AND THE STATION ON THE RIGHT.
 FD0208'THE STATION IS 2.04 M (6.69 FT) EAST - NORTHEAST OF THE EAST END OF A
 FD0208'GRAPE ARBOR, 2.59 M (8.50 FT) SOUTH OF THE CENTER OF A GRAVEL
 FD0208'DRIVEWAY, 9.05 M (29.69 FT) SOUTH - SOUTHEAST OF THE SOUTHWEST CORNER
 FD0208'OF AN OLD FRAME HOUSE, 9.27 M (30.41 FT) SOUTHWEST OF THE SOUTHEAST
 FD0208'CORNER OF AN OLD FRAME HOUSE, 13.41 M (44.00 FT) NORTH OF A HOG WIRE
 FD0208'FENCE WITHE ONE STRAND OF BARBED WIRE ON WOOD POSTS, 13.56 M
 FD0208'(44.49 FT) NORTH - NORTHEAST OF A POWER LINE SERVICE POLE, AND
 FD0208'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND.
 FD0208'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 FD0208'MR. RAY HINSHAW
 FD0208'ROUTE 2, BOX 221
 FD0208'BELVIDERE, TENNESSEE 37306
 FD0208'PHONE 615 - 967 - 2006 HOME OR 615 - 967 - 1968 WORK.
 FD0208
 FD0208                          STATION RECOVERY (1991)
 FD0208
 FD0208'RECOVERED 1991
 FD0208'RECOVERED IN GOOD CONDITION.
 FD0208
 FD0208                          STATION RECOVERY (1993)
 FD0208
 FD0208'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLD)
 FD0208'THE STATION IS LOCATED IN FRANKLIN COUNTY ON PROPERTY OWNED BY MR. RAY
 FD0208'HINSHAW, ABOUT 9.50 KM (5.90 MI) SOUTHWEST OF WINCHESTER AND ABOUT
 FD0208'23.82 KM (14.80 MI) SOUTH OF TULLAHOMA. TO REACH THE STATION FROM THE
 FD0208'JUNCTION OF U.S. 64 AND MINGO ROAD, MILE POST 12.15 ON U.S. 64, ABOUT
 FD0208'4.35 KM (2.70 MI) SOUTHWEST OF DOWNTOWN WINCHESTER, DRIVE NORTHWEST
 FD0208'AND THEN WEST ON MINGO ROAD FOR 4.75 KM (2.95 MI) TO A PAVED CROSS
 FD0208'ROAD WITH OWL HOLLOW ROAD LEFT AND RIGHT, TURN LEFT ON OWL HOLLOW ROAD
 FD0208'AND DRIVE SOUTH FOR 1.93 KM (1.20 MI) TO HINSHAW LANE ON THE RIGHT,
 FD0208'TURN RIGHT ON GRAVEL HINSHAW LANE AND DRIVE WEST AND THEN SOUTH FOR
 FD0208'0.80 KM (0.50 MI) TO THE TOP OF A HILL, AN OLD HOUSE, AND THE STATION
 FD0208'ON THE RIGHT. THE STATION IS 2.04 M (6.69 FT) EAST-NORTHEAST OF THE
 FD0208'EAST END OF A GRAPE ARBOR, 2.59 M (8.50 FT) SOUTH OF THE CENTER OF A
 FD0208'GRAVEL DRIVEWAY, 9.05 M (29.69 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST
 FD0208'CORNER OF AN OLD FRAME HOUSE, 9.27 M (30.41 FT) SOUTHWEST OF THE
 FD0208'SOUTHEAST CORNER OF AN OLD FRAME HOUSE, 13.41 M (44.00 FT) NORTH OF A
 FD0208'HOG WIRE FENCE WITHE ONE STRAND OF BARBED WIRE ON WOOD POSTS, 13.56 M
 FD0208'(44.49 FT) NORTH-NORTHEAST OF A POWER LINE SERVICE POLE, AND PROJECTS
 FD0208'0.15 M (0.49 FT) ABOVE THE GROUND. BEFORE USING THIS STATION AT NIGHT,
 FD0208'PLEASE NOTIFY - MR. RAY HINSHAW, ROUTE 2, BOX 221, BELVIDERE,
 FD0208'TENNESSEE 37306, PHONE 615-967-2006 HOME OR 615-967-1968 WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2183 ***********************************************************************
 FE2183  DESIGNATION -  COLLIER
 FE2183  PID         -  FE2183
 FE2183  STATE/COUNTY-  TN/SHELBY
 FE2183  USGS QUAD   -  COLLIERVILLE (1965)
 FE2183
 FE2183                         *CURRENT SURVEY CONTROL
 FE2183  ___________________________________________________________________
 FE2183* NAD 83(1995)-  35 02 45.91520(N)    089 39 49.64019(W)     ADJUSTED  
 FE2183* NAVD 88     -       123.064  (meters)     403.75   (feet)  ADJUSTED  
 FE2183  ___________________________________________________________________
 FE2183  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FE2183  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2183  DYNAMIC HT  -         122.949 (meters)     403.38  (feet)  COMP
 FE2183  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FE2183
 FE2183  HORZ ORDER  -  THIRD
 FE2183  VERT ORDER  -  FIRST     CLASS II
 FE2183
 FE2183.The horizontal coordinates were established by classical geodetic methods
 FE2183.and adjusted by the National Geodetic Survey in April 1999..
 FE2183
 FE2183.The orthometric height was determined by differential leveling
 FE2183.and adjusted by the National Geodetic Survey in June 1991..
 FE2183
 FE2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2183
 FE2183.The geoid height was determined by GEOID03.
 FE2183
 FE2183.The dynamic height is computed by dividing the NAVD 88
 FE2183.geopotential number by the normal gravity value computed on the
 FE2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2183.degrees latitude (g = 980.6199 gals.).
 FE2183
 FE2183.The modeled gravity was interpolated from observed gravity values.
 FE2183
 FE2183;                    North         East     Units Scale Factor Converg.
 FE2183;SPC TN       -    85,337.836   265,791.009   MT  1.00004224   -2 08 41.7
 FE2183;SPC TN       -   279,979.22    872,016.00   sFT  1.00004224   -2 08 41.7
 FE2183;UTM  16      - 3,881,398.702   257,031.172   MT  1.00032762   -1 31 49.4
 FE2183
 FE2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2183!SPC TN       -   0.99998501  x   1.00004224  =   1.00002725
 FE2183!UTM  16      -   0.99998501  x   1.00032762  =   1.00031262
 FE2183
 FE2183|---------------------------------------------------------------------|
 FE2183| PID    Reference Object                     Distance      Geod. Az  |
 FE2183|                                                           dddmmss.s |
 FE2183| FE2185 COLLIER RM 1                         31.513 METERS 07723     |
 FE2183| FE2182 COLLIER AZ MK                                      0783144.9 |
 FE2183| FE2184 COLLIER RM 2                         32.110 METERS 19122     |
 FE2183| FE2561 MARTIN                              APPROX.12.7 KM 2861317.7 |
 FE2183| FE2553 MEMPHIS TV STA WKNO MAST            APPROX.18.7 KM 3094358.1 |
 FE2183| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX.13.2 KM 3133257.9 |
 FE2183|---------------------------------------------------------------------|
 FE2183
 FE2183                          SUPERSEDED SURVEY CONTROL
 FE2183
 FE2183  NAD 83(1995)-  35 02 45.91678(N)    089 39 49.64148(W) AD(       ) 3
 FE2183  NAD 83(1995)-  35 02 45.91828(N)    089 39 49.64254(W) AD(       ) 3
 FE2183  NAD 83(1986)-  35 02 45.92616(N)    089 39 49.63999(W) AD(       ) 3
 FE2183  NAD 27      -  35 02 45.59460(N)    089 39 49.34320(W) AD(       ) 3
 FE2183
 FE2183.Superseded values are not recommended for survey control.
 FE2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2183.See file dsdata.txt to determine how the superseded data were derived.
 FE2183
 FE2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5703181399(NAD 83)
 FE2183_MARKER: DS = TRIANGULATION STATION DISK
 FE2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2183_SP_SET: CONCRETE POST
 FE2183_STAMPING: COLLIER 1957
 FE2183_MARK LOGO: CGS   
 FE2183_PROJECTION: FLUSH
 FE2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2183+STABILITY: SURFACE MOTION
 FE2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2183+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2183
 FE2183  HISTORY     - Date     Condition        Report By
 FE2183  HISTORY     - 1957     MONUMENTED       CGS
 FE2183  HISTORY     - 1983     GOOD             NGS
 FE2183  HISTORY     - 19880523 GOOD             NGS
 FE2183  HISTORY     - 20021001 GOOD             USACE
 FE2183
 FE2183                          STATION DESCRIPTION
 FE2183
 FE2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2183'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF COLLIERVILLE ON
 FE2183'PROPERTY OWNED BY DR. RICHARD KELSEY. IT IS 240 FEET NORTH OF THE
 FE2183'CENTERLINE OF STATE HIGHWAY 57, 62 FEET NORTHWEST OF THE NORTHWEST
 FE2183'CORNER OF A FRAME GARAGE, 33 FEET NORTH OF A WOODEN FENCE AND 20
 FE2183'FEET EAST OF A FENCE AND A WHITE WITNESS POST. THE MONUMENT IS FLUSH
 FE2183'AND THE DISK IS STAMPED COLLIER 1957.
 FE2183'
 FE2183'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COLLIERVILLE
 FE2183'HIGH SCHOOL, GO EAST ON STATE HIGHWAY 57 FOR 0.2 MILE TO A
 FE2183'CHURCH ON THE RIGHT AND A DRIVEWAY ON THE LEFT.* TURN LEFT ON THE
 FE2183'DRIVEWAY AND GO NORTH ABOUT 200 FEET TO A WOODEN FENCE AND THE
 FE2183'STATION AS DESCRIBED.
 FE2183'
 FE2183'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON HIGHWAY 57 FOR
 FE2183'0.05 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON THE ROAD
 FE2183'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2183'
 FE2183'REFERENCE MARK 1 IS 57 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST
 FE2183'OF A WOODEN FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2183'COLLIER NO 1 1957.
 FE2183'
 FE2183'REFERENCE MARK 2 IS 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FE2183'GARAGE AND 1 FOOT EAST OF A HEDGE ROW. THE MONUMENT IS FLUSH AND THE
 FE2183'DISK IS STAMPED COLLIER NO 2 1957.
 FE2183'
 FE2183'THE AZIMUTH MARK IS ON PROPERTY OWNED BY MR. E.L. ASHFORD. IT IS 138
 FE2183'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 63 FEET NORTH OF THE
 FE2183'NORTHWEST CORNER OF A FRAME GARAGE, 3 FEET SOUTH OF A FENCE AND 2
 FE2183'FEET WEST OF THE NORTHWEST CORNER OF A DOG LOT. THE MONUMENT IS FLUSH
 FE2183'AND THE DISK IS STAMPED COLLIER 1957.
 FE2183'
 FE2183'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2183
 FE2183                          STATION RECOVERY (1983)
 FE2183
 FE2183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE2183'IN COLLIERVILLE.
 FE2183'IN COLLIERVILLE, NEAR THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 72
 FE2183'AND STATE ROUTE 57, ON PROPERTY OF MRS. RICHARD KELSEY, LOCATED INSIDE
 FE2183'OF A SMALL FENCED IN PONY CORRAL, 73.2 METERS (240.0 FT) NORTH OF THE
 FE2183'CENTERLINE OF THE HIGHWAY, 18.9 METERS (62.0 FT) NORTHWEST OF THE
 FE2183'NORTHWEST CORNER OF A GARAGE, 10.1 METERS (33.0 FT) NORTH OF A WOODEN
 FE2183'FENCE, 6.1 METERS (20.0 FT) EAST OF A WOODEN FENCE, 31.7 METERS
 FE2183'(104.0 FT) WEST OF A WOODEN AND WIRE FENCE, 31.4 METERS (103.0 FT)
 FE2183'WEST OF REFERENCE MARK 1, AND 32.0 METERS (105.0 FT) NORTH OF
 FE2183'REFERENCE MARK 2.
 FE2183
 FE2183                          STATION RECOVERY (1988)
 FE2183
 FE2183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 FE2183'RECOVERED IN GOOD CONDITION.
 FE2183
 FE2183                          STATION RECOVERY (2002)
 FE2183
 FE2183'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1434 ***********************************************************************
 FC1434  DESIGNATION -  COLLIER
 FC1434  PID         -  FC1434
 FC1434  STATE/COUNTY-  TN/COFFEE
 FC1434  USGS QUAD   -  HILLSBORO (1983)
 FC1434
 FC1434                         *CURRENT SURVEY CONTROL
 FC1434  ___________________________________________________________________
 FC1434* NAD 83(1995)-  35 23 06.08679(N)    085 59 03.18870(W)     ADJUSTED  
 FC1434* NAVD 88     -       316.889  (meters)    1039.66   (feet)  ADJUSTED  
 FC1434  ___________________________________________________________________
 FC1434  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FC1434  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1434  DYNAMIC HT  -         316.584 (meters)    1038.66  (feet)  COMP
 FC1434  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC1434
 FC1434  HORZ ORDER  -  SECOND
 FC1434  VERT ORDER  -  SECOND    CLASS 0
 FC1434
 FC1434.The horizontal coordinates were established by classical geodetic methods
 FC1434.and adjusted by the National Geodetic Survey in April 1999..
 FC1434
 FC1434.The orthometric height was determined by differential leveling
 FC1434.and adjusted by the National Geodetic Survey in June 1991..
 FC1434
 FC1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1434
 FC1434.The geoid height was determined by GEOID03.
 FC1434
 FC1434.The dynamic height is computed by dividing the NAVD 88
 FC1434.geopotential number by the normal gravity value computed on the
 FC1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1434.degrees latitude (g = 980.6199 gals.).
 FC1434
 FC1434.The modeled gravity was interpolated from observed gravity values.
 FC1434
 FC1434;                    North         East     Units Scale Factor Converg.
 FC1434;SPC TN       -   116,684.934   601,433.800   MT  0.99997892   +0 00 33.3
 FC1434;SPC TN       -   382,823.82  1,973,204.06   sFT  0.99997892   +0 00 33.3
 FC1434;UTM  16      - 3,916,215.724   592,257.018   MT  0.99970489   +0 35 17.7
 FC1434
 FC1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1434!SPC TN       -   0.99995479  x   0.99997892  =   0.99993371
 FC1434!UTM  16      -   0.99995479  x   0.99970489  =   0.99965970
 FC1434
 FC1434|---------------------------------------------------------------------|
 FC1434| PID    Reference Object                     Distance      Geod. Az  |
 FC1434|                                                           dddmmss.s |
 FC1434| FC1435 COLLIER RM 1                         17.372 METERS 02950     |
 FC1434| FC1433 COLLIER RM 2                         37.018 METERS 11129     |
 FC1434| FC1432 COLLIER AZ MK                                      1671041.0 |
 FC1434|---------------------------------------------------------------------|
 FC1434
 FC1434                          SUPERSEDED SURVEY CONTROL
 FC1434
 FC1434  NAD 83(1995)-  35 23 06.09298(N)    085 59 03.18920(W) AD(       ) 2
 FC1434  NAD 83(1995)-  35 23 06.09262(N)    085 59 03.18964(W) AD(       ) 2
 FC1434  NAD 83(1995)-  35 23 06.09434(N)    085 59 03.18707(W) AD(       ) 2
 FC1434  NAD 83(1986)-  35 23 06.09688(N)    085 59 03.18548(W) AD(       ) 2
 FC1434  NAD 27      -  35 23 05.81310(N)    085 59 03.24500(W) AD(       ) 2
 FC1434  NGVD 29 (??/??/92)  316.883  (m)         1039.64   (f) ADJ UNCH    2 0
 FC1434
 FC1434.Superseded values are not recommended for survey control.
 FC1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1434.See file dsdata.txt to determine how the superseded data were derived.
 FC1434
 FC1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9225716216(NAD 83)
 FC1434_MARKER: DE = TRAVERSE STATION DISK
 FC1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1434_STAMPING: COLLIER 1962
 FC1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1434+STABILITY: SURFACE MOTION
 FC1434
 FC1434  HISTORY     - Date     Condition        Report By
 FC1434  HISTORY     - 1962     MONUMENTED       CGS
 FC1434  HISTORY     - 1962     GOOD             CGS
 FC1434
 FC1434                          STATION DESCRIPTION
 FC1434
 FC1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1434'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF MANCHESTER, ABOUT 2
 FC1434'MILES SOUTHWEST OF HILLSBORO AND ON THE PROPERTY OF MR. GEORGE
 FC1434'DODSON.
 FC1434'
 FC1434'TO REACH THE STATION FROM THE POST OFFICE IN HILLSBORO, GO SOUTHWEST
 FC1434'ON BLACKTOP ROAD NUMBER 5103 FOR 0.4 MILE TO A FORK, TAKE RIGHT
 FC1434'FORK STRAIGHT AHEAD FOR 1.45 MILES TO A SIDE ROAD RIGHT,* TURN RIGHT,
 FC1434'FOR 0.1 MILE TO A T ROAD, TURN LEFT, FOR 0.05 MILE TO THE STATION
 FC1434'ON THE RIGHT.
 FC1434'
 FC1434'STATION MARK IS 142 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1434'ROAD, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF LOG BUILDING, 53
 FC1434'FEET EAST OF THE SOUTHWEST CORNER OF GARDEN, 11 FEET NORTH OF A
 FC1434'CULTIVATED FIELD AND 3.0 FEET EAST OF A METAL WITNESS POST.  THE MARK
 FC1434'IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST, FLUSH AND
 FC1434'STAMPED COLLIER 1962.
 FC1434'
 FC1434'REFERENCE MARK NO. 1 IS 33 FEET WEST OF THE NORTHWEST CORNER OF LOG
 FC1434'BUILDING.  THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC1434'POST, FLUSH AND STAMPED COLLIER NO 1 1962.
 FC1434'
 FC1434'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE APPROXIMATE CENTER OF A
 FC1434'GRAVELED ROAD AND 4 FEET WEST OF A POWER POLE.  THE MARK IS A
 FC1434'STANDARD DISK SET IN A ROUND CONCRETE POST, WHICH PROJECTS 8-INCHES
 FC1434'AND STAMPED COLLIER NO 2 1962.
 FC1434'
 FC1434'AZIMUTH MARK IS 33 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A FARM
 FC1434'DRIVE, 19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A BLACKTOP ROAD
 FC1434'AND 3.4 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 FC1434'DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 2-INCHES AND
 FC1434'STAMPED COLLIER 1962.
 FC1434'
 FC1434'CONTINUE ON BLACKTOP ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 FC1434'RIGHT.
 FC1434'
 FC1434'HEIGHT OF LIGHT ABOVE STATION MARK 21.9 METERS.
 FC1434
 FC1434                          STATION RECOVERY (1962)
 FC1434
 FC1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1434'2 MI SW FROM HILLSBORO.
 FC1434'TO REACH THE STATION FROM THE POST OFFICE IN HILLSBORO, GO
 FC1434'SOUTHWEST ON BLACKTOP ROAD NUMBER 5103 FOR 0.4 MILE TO A FORK,
 FC1434'TAKE RIGHT FORK STRAIGHT AHEAD FOR 1.45 MILES TO A SIDE ROAD
 FC1434'RIGHT, TURN RIGHT FOR 0.1 MILE TO A T ROAD, TURN LEFT FOR
 FC1434'0.05 MILE TO THE STATION THE RIGHT, 142 FEET WEST OF THE CENTER
 FC1434'OF A GRAVELED ROAD, 121.5 FEET WEST OF REFERENCE MARK NO. 2,
 FC1434'57.0 FEET SOUTHWEST OF REFERENCE MARK NO. 2, 53 FEET EAST OF
 FC1434'THE SOUTHWEST CORNER OF A GARDEN, 11 FEET NORTH OF A CULTIVATED
 FC1434'FIELD AND 3 FEET EAST OF A METAL WITNESS POST.  A STANDARD
 FC1434'TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST, FLUSH
 FC1434'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2182 ***********************************************************************
 FE2182  DESIGNATION -  COLLIER AZ MK
 FE2182  PID         -  FE2182
 FE2182  STATE/COUNTY-  TN/SHELBY
 FE2182  USGS QUAD   -  COLLIERVILLE (1965)
 FE2182
 FE2182                         *CURRENT SURVEY CONTROL
 FE2182  ___________________________________________________________________
 FE2182* NAD 83(1986)-  35 02 46.     (N)    089 39 40.     (W)     SCALED    
 FE2182* NAVD 88     -       124.537  (meters)     408.59   (feet)  ADJUSTED  
 FE2182  ___________________________________________________________________
 FE2182  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2182  DYNAMIC HT  -         124.421 (meters)     408.20  (feet)  COMP
 FE2182  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FE2182
 FE2182  VERT ORDER  -  FIRST     CLASS II
 FE2182
 FE2182.The horizontal coordinates were scaled from a topographic map and have
 FE2182.an estimated accuracy of +/- 6 seconds.
 FE2182
 FE2182.The orthometric height was determined by differential leveling
 FE2182.and adjusted by the National Geodetic Survey in June 1991..
 FE2182
 FE2182.The geoid height was determined by GEOID03.
 FE2182
 FE2182.The dynamic height is computed by dividing the NAVD 88
 FE2182.geopotential number by the normal gravity value computed on the
 FE2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2182.degrees latitude (g = 980.6199 gals.).
 FE2182
 FE2182.The modeled gravity was interpolated from observed gravity values.
 FE2182
 FE2182;                    North         East    Units  Estimated Accuracy
 FE2182;SPC TN       -    85,330.      266,040.      MT  (+/- 180 meters Scaled)
 FE2182
 FE2182                          SUPERSEDED SURVEY CONTROL
 FE2182
 FE2182.No superseded survey control is available for this station.
 FE2182
 FE2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD572813(NAD 83)
 FE2182_MARKER: DZ = AZIMUTH MARK DISK
 FE2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2182_SP_SET: CONCRETE POST
 FE2182_STAMPING: COLLIER 1957
 FE2182_MARK LOGO: CGS   
 FE2182_PROJECTION: FLUSH
 FE2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2182+STABILITY: SURFACE MOTION
 FE2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2182+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2182
 FE2182  HISTORY     - Date     Condition        Report By
 FE2182  HISTORY     - 1957     MONUMENTED       CGS
 FE2182  HISTORY     - 1983     GOOD             NGS
 FE2182  HISTORY     - 20021001 GOOD             USACE
 FE2182
 FE2182                          STATION DESCRIPTION
 FE2182
 FE2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2182'IN COLLIERVILLE.
 FE2182'IN COLLIERVILLE, NEAR THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 72
 FE2182'AND STATE HIGHWAY 57, ABOUT 0.16 KM (0.1 MI) EAST OF TRIANGULATION
 FE2182'STATION COLLIER, ON THE PROPERTY OF MR. E. L. ASHFORD, ALSO 0.4 KM
 FE2182'(0.25 MI) EAST ALONG U.S. HIGHWAY 72 AND STATE ROUTE 57 FROM THE
 FE2182'NORTHEAST CORNER OF COLLIERVILLE HIGH SCHOOL IN COLLIERVILLE, THENCE
 FE2182'0.2 KM (0.1 MI) NORTH ALONG NORTH MAIN STREET TO THE MARK ON THE
 FE2182'RIGHT, 42.7 METERS (140.0 FT) EAST OF THE APPROXIMATE CENTER OF NORTH
 FE2182'MAIN STREET, 19.2 METERS (63.0 FT) NORTH OF THE NORTHWEST CORNER OF A
 FE2182'GARAGE, AND 1.5 METERS (5.0 FT) SOUTH OF A HEDGE LINE.
 FE2182
 FE2182                          STATION RECOVERY (2002)
 FE2182
 FE2182'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1432 ***********************************************************************
 FC1432  DESIGNATION -  COLLIER AZ MK
 FC1432  PID         -  FC1432
 FC1432  STATE/COUNTY-  TN/COFFEE
 FC1432  USGS QUAD   -  HILLSBORO (1983)
 FC1432
 FC1432                         *CURRENT SURVEY CONTROL
 FC1432  ___________________________________________________________________
 FC1432* NAD 83(1986)-  35 22 50.     (N)    085 59 01.     (W)     SCALED    
 FC1432* NAVD 88     -       305.719  (meters)    1003.01   (feet)  ADJUSTED  
 FC1432  ___________________________________________________________________
 FC1432  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1432  DYNAMIC HT  -         305.425 (meters)    1002.05  (feet)  COMP
 FC1432  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC1432
 FC1432  VERT ORDER  -  SECOND    CLASS 0
 FC1432
 FC1432.The horizontal coordinates were scaled from a topographic map and have
 FC1432.an estimated accuracy of +/- 6 seconds.
 FC1432
 FC1432.The orthometric height was determined by differential leveling
 FC1432.and adjusted by the National Geodetic Survey in June 1991..
 FC1432
 FC1432.The geoid height was determined by GEOID03.
 FC1432
 FC1432.The dynamic height is computed by dividing the NAVD 88
 FC1432.geopotential number by the normal gravity value computed on the
 FC1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1432.degrees latitude (g = 980.6199 gals.).
 FC1432
 FC1432.The modeled gravity was interpolated from observed gravity values.
 FC1432
 FC1432;                    North         East    Units  Estimated Accuracy
 FC1432;SPC TN       -   116,190.      601,490.      MT  (+/- 180 meters Scaled)
 FC1432
 FC1432                          SUPERSEDED SURVEY CONTROL
 FC1432
 FC1432  NGVD 29 (??/??/92)  305.714  (m)         1003.00   (f) ADJ UNCH    2 0
 FC1432
 FC1432.Superseded values are not recommended for survey control.
 FC1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1432.See file dsdata.txt to determine how the superseded data were derived.
 FC1432
 FC1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE923157(NAD 83)
 FC1432_MARKER: DZ = AZIMUTH MARK DISK
 FC1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1432_STAMPING: COLLIER 1962
 FC1432_MARK LOGO: CGS   
 FC1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1432+STABILITY: SURFACE MOTION
 FC1432
 FC1432  HISTORY     - Date     Condition        Report By
 FC1432  HISTORY     - 1962     MONUMENTED       CGS
 FC1432
 FC1432                          STATION DESCRIPTION
 FC1432
 FC1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1432'2.2 MI SW FROM HILLSBORO.
 FC1432'TO REACH THE MARK FROM THE POST OFFICE IN HILLSBORO, GO
 FC1432'SOUTHWEST ON BLACKTOP ROAD NUMBER 5103 FOR 0.4 MILE TO A FORK,
 FC1432'TAKE RIGHT FORK STRAIGHT AHEAD FOR 1.45 MILES TO A SIDE ROAD
 FC1432'RIGHT, CONTINUE ON BLACKTOP ROAD FOR 0.3 MILE TO THE MARK ON
 FC1432'THE RIGHT, 33 FEET NORTHEAST OF THE CENTER OF THE BLACKTOP
 FC1432'ROAD, AND 3.4 FEET EAST OF A METAL WITNESS POST.  A STANDARD
 FC1432'AZIMUTH MARK DISK SET IN A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2185 ***********************************************************************
 FE2185  DESIGNATION -  COLLIER RM 1
 FE2185  PID         -  FE2185
 FE2185  STATE/COUNTY-  TN/SHELBY
 FE2185  USGS QUAD   -  COLLIERVILLE (1965)
 FE2185
 FE2185                         *CURRENT SURVEY CONTROL
 FE2185  ___________________________________________________________________
 FE2185* NAD 83(1986)-  35 02 46.     (N)    089 39 48.     (W)     SCALED    
 FE2185* NAVD 88     -       122.641  (meters)     402.36   (feet)  ADJUSTED  
 FE2185  ___________________________________________________________________
 FE2185  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2185  DYNAMIC HT  -         122.527 (meters)     401.99  (feet)  COMP
 FE2185  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FE2185
 FE2185  VERT ORDER  -  FIRST     CLASS II
 FE2185
 FE2185.The horizontal coordinates were scaled from a topographic map and have
 FE2185.an estimated accuracy of +/- 6 seconds.
 FE2185
 FE2185.The orthometric height was determined by differential leveling
 FE2185.and adjusted by the National Geodetic Survey in June 1991..
 FE2185
 FE2185.The geoid height was determined by GEOID03.
 FE2185
 FE2185.The dynamic height is computed by dividing the NAVD 88
 FE2185.geopotential number by the normal gravity value computed on the
 FE2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2185.degrees latitude (g = 980.6199 gals.).
 FE2185
 FE2185.The modeled gravity was interpolated from observed gravity values.
 FE2185
 FE2185;                    North         East    Units  Estimated Accuracy
 FE2185;SPC TN       -    85,340.      265,830.      MT  (+/- 180 meters Scaled)
 FE2185
 FE2185                          SUPERSEDED SURVEY CONTROL
 FE2185
 FE2185.No superseded survey control is available for this station.
 FE2185
 FE2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD570814(NAD 83)
 FE2185_MARKER: DR = REFERENCE MARK DISK
 FE2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2185_SP_SET: CONCRETE POST
 FE2185_STAMPING: COLLIER NO 1 1957
 FE2185_MARK LOGO: CGS   
 FE2185_PROJECTION: PROJECTING 15 CENTIMETERS
 FE2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2185+STABILITY: SURFACE MOTION
 FE2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2185+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2185
 FE2185  HISTORY     - Date     Condition        Report By
 FE2185  HISTORY     - 1957     MONUMENTED       CGS
 FE2185  HISTORY     - 1983     GOOD             NGS
 FE2185  HISTORY     - 19880523 GOOD             MSHD
 FE2185  HISTORY     - 20021001 GOOD             USACE
 FE2185
 FE2185                          STATION DESCRIPTION
 FE2185
 FE2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2185'IN COLLIERVILLE.
 FE2185'IN COLLIERVILLE, NEAR THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 72
 FE2185'AND STATE ROUTE 57, ON PROPERTY OF MRS. RICHARD KELSEY, LOCATED INSIDE
 FE2185'A SMALL PONY CORRAL JUST NORTH OF RESIDENCE, 17.4 METERS (57.0 FT)
 FE2185'NORTH OF AN EAST-WEST WOODEN FENCE, 0.31 METER (1.0 FT) WEST OF A
 FE2185'NORTH-SOUTH WOODEN FENCE, AND 31.5 METERS (103.4 FT) EAST OF STATION
 FE2185'COLLIER.  NOTE, MONUMENT APPEARS SOMEWHAT UNDERMINED BUT STABLE.
 FE2185
 FE2185                          STATION RECOVERY (1988)
 FE2185
 FE2185'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 FE2185'RECOVERED IN GOOD CONDITION.
 FE2185
 FE2185                          STATION RECOVERY (2002)
 FE2185
 FE2185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1435 ***********************************************************************
 FC1435  DESIGNATION -  COLLIER RM 1
 FC1435  PID         -  FC1435
 FC1435  STATE/COUNTY-  TN/COFFEE
 FC1435  USGS QUAD   -  HILLSBORO (1983)
 FC1435
 FC1435                         *CURRENT SURVEY CONTROL
 FC1435  ___________________________________________________________________
 FC1435* NAD 83(1986)-  35 23 05.     (N)    085 59 03.     (W)     SCALED    
 FC1435* NAVD 88     -       316.295  (meters)    1037.71   (feet)  ADJUSTED  
 FC1435  ___________________________________________________________________
 FC1435  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1435  DYNAMIC HT  -         315.991 (meters)    1036.71  (feet)  COMP
 FC1435  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC1435
 FC1435  VERT ORDER  -  SECOND    CLASS 0
 FC1435
 FC1435.The horizontal coordinates were scaled from a topographic map and have
 FC1435.an estimated accuracy of +/- 6 seconds.
 FC1435
 FC1435.The orthometric height was determined by differential leveling
 FC1435.and adjusted by the National Geodetic Survey in June 1991..
 FC1435
 FC1435.The geoid height was determined by GEOID03.
 FC1435
 FC1435.The dynamic height is computed by dividing the NAVD 88
 FC1435.geopotential number by the normal gravity value computed on the
 FC1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1435.degrees latitude (g = 980.6199 gals.).
 FC1435
 FC1435.The modeled gravity was interpolated from observed gravity values.
 FC1435
 FC1435;                    North         East    Units  Estimated Accuracy
 FC1435;SPC TN       -   116,650.      601,440.      MT  (+/- 180 meters Scaled)
 FC1435
 FC1435                          SUPERSEDED SURVEY CONTROL
 FC1435
 FC1435  NGVD 29 (??/??/92)  316.290  (m)         1037.69   (f) ADJ UNCH    2 0
 FC1435
 FC1435.Superseded values are not recommended for survey control.
 FC1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1435.See file dsdata.txt to determine how the superseded data were derived.
 FC1435
 FC1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE922161(NAD 83)
 FC1435_MARKER: DR = REFERENCE MARK DISK
 FC1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1435_STAMPING: COLLIER NO 1 1962
 FC1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1435+STABILITY: SURFACE MOTION
 FC1435
 FC1435  HISTORY     - Date     Condition        Report By
 FC1435  HISTORY     - 1962     MONUMENTED       CGS
 FC1435
 FC1435                          STATION DESCRIPTION
 FC1435
 FC1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1435'2 MI SW FROM HILLSBORO.
 FC1435'AT THE COLLIER STATION SITE, 57.0 FEET NORTHEAST OF THE STATION
 FC1435'MARK, 33 FEET WEST OF THE NORTHWEST CORNER OF A LOG BUILDING.
 FC1435'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FC1435'POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2184 ***********************************************************************
 FE2184  DESIGNATION -  COLLIER RM 2
 FE2184  PID         -  FE2184
 FE2184  STATE/COUNTY-  TN/SHELBY
 FE2184  USGS QUAD   -  COLLIERVILLE (1965)
 FE2184
 FE2184                         *CURRENT SURVEY CONTROL
 FE2184  ___________________________________________________________________
 FE2184* NAD 83(1986)-  35 02 46.     (N)    089 39 48.     (W)     SCALED    
 FE2184* NAVD 88     -       123.765  (meters)     406.05   (feet)  ADJUSTED  
 FE2184  ___________________________________________________________________
 FE2184  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2184  DYNAMIC HT  -         123.649 (meters)     405.67  (feet)  COMP
 FE2184  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FE2184
 FE2184  VERT ORDER  -  FIRST     CLASS II
 FE2184
 FE2184.The horizontal coordinates were scaled from a topographic map and have
 FE2184.an estimated accuracy of +/- 6 seconds.
 FE2184
 FE2184.The orthometric height was determined by differential leveling
 FE2184.and adjusted by the National Geodetic Survey in June 1991..
 FE2184
 FE2184.The geoid height was determined by GEOID03.
 FE2184
 FE2184.The dynamic height is computed by dividing the NAVD 88
 FE2184.geopotential number by the normal gravity value computed on the
 FE2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2184.degrees latitude (g = 980.6199 gals.).
 FE2184
 FE2184.The modeled gravity was interpolated from observed gravity values.
 FE2184
 FE2184;                    North         East    Units  Estimated Accuracy
 FE2184;SPC TN       -    85,340.      265,830.      MT  (+/- 180 meters Scaled)
 FE2184
 FE2184                          SUPERSEDED SURVEY CONTROL
 FE2184
 FE2184.No superseded survey control is available for this station.
 FE2184
 FE2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD570814(NAD 83)
 FE2184_MARKER: DR = REFERENCE MARK DISK
 FE2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2184_SP_SET: CONCRETE POST
 FE2184_STAMPING: COLLIER NO 2 1957
 FE2184_MARK LOGO: CGS   
 FE2184_PROJECTION: FLUSH
 FE2184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2184+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2184
 FE2184  HISTORY     - Date     Condition        Report By
 FE2184  HISTORY     - 1957     MONUMENTED       CGS
 FE2184  HISTORY     - 1983     GOOD             NGS
 FE2184  HISTORY     - 19880523 GOOD             MSHD
 FE2184  HISTORY     - 20021001 GOOD             USACE
 FE2184
 FE2184                          STATION DESCRIPTION
 FE2184
 FE2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2184'IN COLLIERVILLE.
 FE2184'IN COLLIERVILLE, NEAR THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 72
 FE2184'AND STATE ROUTE 57, ON PROPERTY OF MRS. RICHARD KELSEY, ABOUT
 FE2184'41 METERS (135 FEET) NORTH OF CENTERLINE OF HIGHWAYS, 16.8 METERS
 FE2184'(55.0 FT) SOUTHWEST OF SOUTHWEST CORNER OF MRS. KELSEYS GARAGE,
 FE2184'0.31 METERS (1.0 FT) EAST OF A HEDGE ROW, AND 32.1 METERS (105.4 FT)
 FE2184'SOUTH OF TRIANGULATION STATION COLLIER.
 FE2184
 FE2184                          STATION RECOVERY (1988)
 FE2184
 FE2184'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 FE2184'RECOVERED IN GOOD CONDITION.
 FE2184
 FE2184                          STATION RECOVERY (2002)
 FE2184
 FE2184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1433 ***********************************************************************
 FC1433  DESIGNATION -  COLLIER RM 2
 FC1433  PID         -  FC1433
 FC1433  STATE/COUNTY-  TN/COFFEE
 FC1433  USGS QUAD   -  HILLSBORO (1983)
 FC1433
 FC1433                         *CURRENT SURVEY CONTROL
 FC1433  ___________________________________________________________________
 FC1433* NAD 83(1986)-  35 23 05.     (N)    085 59 03.     (W)     SCALED    
 FC1433* NAVD 88     -       316.175  (meters)    1037.32   (feet)  ADJUSTED  
 FC1433  ___________________________________________________________________
 FC1433  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1433  DYNAMIC HT  -         315.871 (meters)    1036.32  (feet)  COMP
 FC1433  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FC1433
 FC1433  VERT ORDER  -  SECOND    CLASS 0
 FC1433
 FC1433.The horizontal coordinates were scaled from a topographic map and have
 FC1433.an estimated accuracy of +/- 6 seconds.
 FC1433
 FC1433.The orthometric height was determined by differential leveling
 FC1433.and adjusted by the National Geodetic Survey in June 1991..
 FC1433
 FC1433.The geoid height was determined by GEOID03.
 FC1433
 FC1433.The dynamic height is computed by dividing the NAVD 88
 FC1433.geopotential number by the normal gravity value computed on the
 FC1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1433.degrees latitude (g = 980.6199 gals.).
 FC1433
 FC1433.The modeled gravity was interpolated from observed gravity values.
 FC1433
 FC1433;                    North         East    Units  Estimated Accuracy
 FC1433;SPC TN       -   116,650.      601,440.      MT  (+/- 180 meters Scaled)
 FC1433
 FC1433                          SUPERSEDED SURVEY CONTROL
 FC1433
 FC1433  NGVD 29 (??/??/92)  316.170  (m)         1037.30   (f) ADJ UNCH    2 0
 FC1433
 FC1433.Superseded values are not recommended for survey control.
 FC1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1433.See file dsdata.txt to determine how the superseded data were derived.
 FC1433
 FC1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE922161(NAD 83)
 FC1433_MARKER: DR = REFERENCE MARK DISK
 FC1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1433_STAMPING: COLLIER NO 2 1962
 FC1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1433+STABILITY: SURFACE MOTION
 FC1433
 FC1433  HISTORY     - Date     Condition        Report By
 FC1433  HISTORY     - 1962     MONUMENTED       CGS
 FC1433
 FC1433                          STATION DESCRIPTION
 FC1433
 FC1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1433'2 MI SW FROM HILLSBORO.
 FC1433'AT THE COLLIER STATION SITE, 121.4 FEET EAST OF THE STATION
 FC1433'MARK, 21 FEET WEST OF THE CENTER OF A GRAVELED ROAD, AND 4 FEET
 FC1433'WEST OF A POWER LINE POLE.  A STANDARD REFERENCE MARK DISK
 FC1433'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2543 ***********************************************************************
 FE2543  DESIGNATION -  COLLIERVILLE TANK
 FE2543  PID         -  FE2543
 FE2543  STATE/COUNTY-  TN/SHELBY
 FE2543  USGS QUAD   -  COLLIERVILLE (1965)
 FE2543
 FE2543                         *CURRENT SURVEY CONTROL
 FE2543  ___________________________________________________________________
 FE2543* NAD 83(1995)-  35 02 36.31828(N)    089 39 50.41987(W)     ADJUSTED  
 FE2543* NAVD 88     -                                                        
 FE2543  ___________________________________________________________________
 FE2543  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FE2543  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2543
 FE2543  HORZ ORDER  -  THIRD
 FE2543
 FE2543.The horizontal coordinates were established by classical geodetic methods
 FE2543.and adjusted by the National Geodetic Survey in April 1999..
 FE2543
 FE2543
 FE2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2543
 FE2543.The geoid height was determined by GEOID03.
 FE2543
 FE2543;                    North         East     Units Scale Factor Converg.
 FE2543;SPC TN       -    85,043.021   265,760.192   MT  1.00004288   -2 08 42.2
 FE2543;SPC TN       -   279,011.98    871,914.90   sFT  1.00004288   -2 08 42.2
 FE2543;UTM  16      - 3,881,103.490   257,003.511   MT  1.00032779   -1 31 49.5
 FE2543
 FE2543                          SUPERSEDED SURVEY CONTROL
 FE2543
 FE2543  NAD 83(1995)-  35 02 36.31921(N)    089 39 50.41994(W) AD(       ) 4
 FE2543  NAD 83(1995)-  35 02 36.32180(N)    089 39 50.41914(W) AD(       ) 4
 FE2543  NAD 83(1986)-  35 02 36.32892(N)    089 39 50.42026(W) AD(       ) 4
 FE2543  NAD 27      -  35 02 36.00700(N)    089 39 50.12500(W) AD(       ) 3
 FE2543
 FE2543.Superseded values are not recommended for survey control.
 FE2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2543.See file dsdata.txt to determine how the superseded data were derived.
 FE2543
 FE2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5700481103(NAD 83)
 FE2543_MARKER: 51 = TANK
 FE2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2543+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 FE2543
 FE2543  HISTORY     - Date     Condition        Report By
 FE2543  HISTORY     - 1914     FIRST OBSERVED   CGS
 FE2543  HISTORY     - 20010320 GOOD             INDIV
 FE2543  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE2543
 FE2543                          STATION DESCRIPTION
 FE2543
 FE2543'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2001 (LPS)
 FE2543'RECOVERED IN GOOD CONDITION.
 FE2543
 FE2543                          STATION RECOVERY (2006)
 FE2543
 FE2543'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2543'THE TANK CURRENTLY IN COLLIERVILLE IS TOO NEW TO BE THE TANK ORIGNALLY
 FE2543'DESCRIBED, AND IS NOT AT THE CORRECT COORDINATES.  ORIGNAL TANK MUST
 FE2543'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1587 ***********************************************************************
 FD1587  DESIGNATION -  COLLINGWOOD CONCRETE STACK
 FD1587  PID         -  FD1587
 FD1587  STATE/COUNTY-  TN/WAYNE
 FD1587  USGS QUAD   -  COLLINWOOD (1975)
 FD1587
 FD1587                         *CURRENT SURVEY CONTROL
 FD1587  ___________________________________________________________________
 FD1587* NAD 83(1995)-  35 10 20.43478(N)    087 43 58.47143(W)     ADJUSTED  
 FD1587* NAVD 88     -                                                        
 FD1587  ___________________________________________________________________
 FD1587  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 FD1587  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1587
 FD1587  HORZ ORDER  -  THIRD
 FD1587
 FD1587.The horizontal coordinates were established by classical geodetic methods
 FD1587.and adjusted by the National Geodetic Survey in April 1999..
 FD1587
 FD1587
 FD1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1587
 FD1587.The geoid height was determined by GEOID03.
 FD1587
 FD1587;                    North         East     Units Scale Factor Converg.
 FD1587;SPC TN       -    94,486.450   442,144.280   MT  1.00001461   -1 00 52.2
 FD1587;SPC TN       -   309,994.29  1,450,601.69   sFT  1.00001461   -1 00 52.2
 FD1587;UTM  16      - 3,892,401.411   433,260.777   MT  0.99965489   -0 25 19.9
 FD1587
 FD1587                          SUPERSEDED SURVEY CONTROL
 FD1587
 FD1587  NAD 83(1995)-  35 10 20.43895(N)    087 43 58.47182(W) AD(       ) 4
 FD1587  NAD 83(1995)-  35 10 20.43897(N)    087 43 58.47193(W) AD(       ) 4
 FD1587  NAD 83(1995)-  35 10 20.44091(N)    087 43 58.47238(W) AD(       ) 4
 FD1587  NAD 83(1986)-  35 10 20.44451(N)    087 43 58.46973(W) AD(       ) 4
 FD1587  NAD 27      -  35 10 20.14700(N)    087 43 58.38000(W) AD(       ) 3
 FD1587
 FD1587.Superseded values are not recommended for survey control.
 FD1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1587.See file dsdata.txt to determine how the superseded data were derived.
 FD1587
 FD1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3326192401(NAD 83)
 FD1587_MARKER: 63 = STACK
 FD1587
 FD1587  HISTORY     - Date     Condition        Report By
 FD1587  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1587
 FD1587                          STATION DESCRIPTION
 FD1587
 FD1587'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0737 ***********************************************************************
 GC0737  DESIGNATION -  COLLINS 2
 GC0737  PID         -  GC0737
 GC0737  STATE/COUNTY-  TN/DAVIDSON
 GC0737  USGS QUAD   -  ANTIOCH (1983)
 GC0737
 GC0737                         *CURRENT SURVEY CONTROL
 GC0737  ___________________________________________________________________
 GC0737* NAD 83(1995)-  36 02 46.23471(N)    086 39 31.45079(W)     ADJUSTED  
 GC0737* NAVD 88     -       160.70   (+/-2cm)     527.2    (feet)  VERTCON   
 GC0737  ___________________________________________________________________
 GC0737  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 GC0737  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0737
 GC0737  HORZ ORDER  -  SECOND
 GC0737  VERT ORDER  -  THIRD (See Below)
 GC0737
 GC0737.The horizontal coordinates were established by classical geodetic methods
 GC0737.and adjusted by the National Geodetic Survey in April 1999..
 GC0737
 GC0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0737.The vertical order pertains to the NGVD 29 superseded value.
 GC0737
 GC0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0737
 GC0737.The geoid height was determined by GEOID03.
 GC0737
 GC0737;                    North         East     Units Scale Factor Converg.
 GC0737;SPC TN       -   190,238.664   540,643.653   MT  0.99995523   -0 23 08.3
 GC0737;SPC TN       -   624,141.35  1,773,761.72   sFT  0.99995523   -0 23 08.3
 GC0737;UTM  16      - 3,989,123.969   530,739.399   MT  0.99961164   +0 12 02.9
 GC0737
 GC0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0737!SPC TN       -   0.99997934  x   0.99995523  =   0.99993457
 GC0737!UTM  16      -   0.99997934  x   0.99961164  =   0.99959099
 GC0737
 GC0737:                Primary Azimuth Mark                     Grid Az
 GC0737:SPC TN       -  MOUNT                                    130 30 00.5
 GC0737:UTM  16      -  MOUNT                                    129 54 49.3
 GC0737
 GC0737|---------------------------------------------------------------------|
 GC0737| PID    Reference Object                     Distance      Geod. Az  |
 GC0737|                                                           dddmmss.s |
 GC0737| GC0740 MOUNT                               APPROX. 1.6 KM 1300652.2 |
 GC0737| GC0735 COLLINS RM 2                         25.171 METERS 15611     |
 GC0737| GC0738 COLLINS 2 RM 3                       13.150 METERS 28556     |
 GC0737| GC0736 COLLINS                              14.640 METERS 33601     |
 GC0737|---------------------------------------------------------------------|
 GC0737
 GC0737                          SUPERSEDED SURVEY CONTROL
 GC0737
 GC0737  NAD 83(1995)-  36 02 46.23805(N)    086 39 31.45317(W) AD(       ) 2
 GC0737  NAD 83(1995)-  36 02 46.23931(N)    086 39 31.45245(W) AD(       ) 2
 GC0737  NAD 83(1986)-  36 02 46.24509(N)    086 39 31.45352(W) AD(       ) 2
 GC0737  NAD 27      -  36 02 46.03205(N)    086 39 31.46252(W) AD(       ) 2
 GC0737  NGVD 29 (??/??/??)  160.72   (m)          527.3    (f) RESET       3  
 GC0737
 GC0737.Superseded values are not recommended for survey control.
 GC0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0737.See file dsdata.txt to determine how the superseded data were derived.
 GC0737
 GC0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3073989124(NAD 83)
 GC0737_MARKER: DE = TRAVERSE STATION DISK
 GC0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0737_STAMPING: COLLINS 2 1971
 GC0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0737+STABILITY: SURFACE MOTION
 GC0737
 GC0737  HISTORY     - Date     Condition        Report By
 GC0737  HISTORY     - 1971     MONUMENTED       NGS
 GC0737  HISTORY     - 1971     GOOD             NGS
 GC0737
 GC0737                          STATION DESCRIPTION
 GC0737
 GC0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC0737'THE STATION IS LOCATED ABOUT 1.0 MILE EAST OF THE ANTIOCH
 GC0737'CONSOLIDATED SCHOOL, ALONG THE NORTH RIGHT-OF-WAY OF INTERSTATE
 GC0737'ROUTE 24, AND IN THE NORTHWEST ANGLE OF THE INTERSTATE ROUTE 24 AND
 GC0737'BELL ROAD INTERCHANGE.
 GC0737'
 GC0737'NO TO-REACH SEEMED NECESSARY.
 GC0737'
 GC0737'THE STATION IS ABOUT 185 FEET SOUTH OF THE SOUTH RAIL OF THE
 GC0737'LOUISVILLE AND NASHVILLE RAILROAD, 213 FEET WEST OF THE APPROXIMATE
 GC0737'CENTER OF BELL ROAD, 103 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 GC0737'MARKER IN JOG OF RIGHT-OF-WAY FENCE, 82 FEET NORTH OF THE
 GC0737'APPROXIMATE CENTER OF THE ON RAMP FOR THE INTERSTATE WEST
 GC0737'BOUND LANES, 1.1 FEET SOUTH OF THE RIGHT OF WAY FENCE, AND 1.0
 GC0737'FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC0737'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF AN 11-INCH,
 GC0737'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GC0737'STAMPED COLLINS 2 1971.  THE UNDERGROUND STATION MARK IS SET ABOUT
 GC0737'36 INCHES BELOW THE SURFACE.
 GC0737'
 GC0737'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 135 FEET
 GC0737'WEST OF THE APPROXIMATE CENTER OF BELL ROAD, 82 FEET SOUTH-SOUTHWEST
 GC0737'OF THE CONCRETE RIGHT-OF-WAY MARKER IN JOG IN RIGHT-OF-WAY FENCE,
 GC0737'20 FEET NORTH OF THE APPROXIMATE CENTER OF THE ON RAMP FOR THE
 GC0737'INTERSTATE WEST BOUND LANES, AND 0.7 OF A FOOT EAST OF THE WEST
 GC0737'END OF A CONCRETE HEADWALL.  IT IS A STANDARD DISK CEMENTED IN A
 GC0737'DRILL HOLE IN THE TOP OF THE WEST END OF A CONCRETE HEADWALL
 GC0737'FOR A CONCRETE CULVERT UNDER THE INTERSTATE AND THE DISK IS
 GC0737'STAMPED COLLINS NO 2 1960.
 GC0737'
 GC0737'REFERENCE MARK NO. 3 IS 146 FEET WEST OF THE CONCRETE RIGHT-OF-WAY
 GC0737'MARKER IN JOG OF RIGHT-OF-WAY FENCE, 83 FEET NORTH OF THE
 GC0737'APPROXIMATE CENTER OF THE ON RAMP FOR THE INTERSTATE WEST BOUND
 GC0737'LANES, 1.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT SOUTH
 GC0737'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GC0737'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 GC0737'DISK IS STAMPED COLLINS 2 NO 3 1971.
 GC0737'
 GC0737'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GC0737'REFERENCE MARK NO. 3 IS 115.04 FEET - (35.064) METERS.
 GC0737'
 GC0737'TRAVERSE STATION MOUNT 1960 1971 SERVES AS THE AZIMUTH MARK FOR
 GC0737'THIS STATION.  SEE DESCRIPTION THEREOF.
 GC0737'
 GC0737'ALL MARKS AT THIS STATION ARE BENCH MARKS.
 GC0737'
 GC0737'NOTE--COLLINS 1960 HAS BEEN COMPLETELY DESTROYED AND THE DISK
 GC0737'REMOVED.
 GC0737
 GC0737                          STATION RECOVERY (1971)
 GC0737
 GC0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC0737'1 MI SE FROM ANTIOCH.
 GC0737'THE MARK IS LOCATED AT THE COLLINS 2 1971 TRAVERSE STATION SITE,
 GC0737'ABOUT 1.0 MILE EAST OF THE ANTIOCH CONSOLIDATED SCHOOL, ALONG THE
 GC0737'NORTH RIGHT-OF-WAY OF INTERSTATE ROUTE 24, AND IN THE NORTHEAST
 GC0737'ANGLE OF THE INTERSTATE ROUTE 24 AND BELL ROAD INTERCHANGE.  IT
 GC0737'IS 213 FEET WEST OF THE APPROXIMATE CENTER OF BELL ROAD, ABOUT
 GC0737'185 FEET SOUTH OF THE SOUTH RAIL OF THE LOUISVILLE AND NASHVILLE
 GC0737'RAILROAD, 103 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER IN JOG
 GC0737'OF RIGHT-OF-WAY FENCE, 82.58 FEET NORTH-NORTHWEST OF COLLINS R.M.
 GC0737'2 1960, 82 FEET NORTH OF THE APPROXIMATE CENTER OF THE ON RAMP FOR
 GC0737'THE INTERSTATE WEST BOUND LANES, 43.14 FEET EAST OF COLLINS 2 R.M.
 GC0737'3 1971, 1.1 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT
 GC0737'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD TRAVERSE
 GC0737'STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GC0737'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED COLLINS 2
 GC0737'1971.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK
 GC0737'COLLINS R.M. 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0738 ***********************************************************************
 GC0738  DESIGNATION -  COLLINS 2 RM 3
 GC0738  PID         -  GC0738
 GC0738  STATE/COUNTY-  TN/DAVIDSON
 GC0738  USGS QUAD   -  ANTIOCH (1983)
 GC0738
 GC0738                         *CURRENT SURVEY CONTROL
 GC0738  ___________________________________________________________________
 GC0738* NAD 83(1986)-  36 02 46.     (N)    086 39 31.     (W)     SCALED    
 GC0738* NAVD 88     -       160.64   (+/-2cm)     527.0    (feet)  VERTCON   
 GC0738  ___________________________________________________________________
 GC0738  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0738
 GC0738  VERT ORDER  -  THIRD (See Below)
 GC0738
 GC0738.The horizontal coordinates were scaled from a topographic map and have
 GC0738.an estimated accuracy of +/- 6 seconds.
 GC0738
 GC0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0738.The vertical order pertains to the NGVD 29 superseded value.
 GC0738
 GC0738.The geoid height was determined by GEOID03.
 GC0738
 GC0738;                    North         East    Units  Estimated Accuracy
 GC0738;SPC TN       -   190,230.      540,660.      MT  (+/- 180 meters Scaled)
 GC0738
 GC0738                          SUPERSEDED SURVEY CONTROL
 GC0738
 GC0738  NGVD 29 (??/??/??)  160.66   (m)          527.1    (f) RESET       3  
 GC0738
 GC0738.Superseded values are not recommended for survey control.
 GC0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0738.See file dsdata.txt to determine how the superseded data were derived.
 GC0738
 GC0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE307891(NAD 83)
 GC0738_MARKER: DR = REFERENCE MARK DISK
 GC0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0738_STAMPING: COLLINS 2 NO 3 1971
 GC0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0738+STABILITY: SURFACE MOTION
 GC0738
 GC0738  HISTORY     - Date     Condition        Report By
 GC0738  HISTORY     - 1971     MONUMENTED       NGS
 GC0738
 GC0738                          STATION DESCRIPTION
 GC0738
 GC0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC0738'1 MI SE FROM ANTIOCH.
 GC0738'THIS MARK IS LOCATED AT THE COLLINS 2 1971 TRAVERSE STATION SITE.
 GC0738'IT IS 146 FEET WEST OF THE CONCRETE RIGHT-OF-WAY MARKER IN JOG OF
 GC0738'RIGHT-OF-WAY FENCE, 115.04 FEET NORTHWEST OF COLLINS R.M. 2 1960,
 GC0738'83 FEET NORTH OF THE APPROXIMATE CENTER OF THE ON RAMP FOR THE
 GC0738'INTERSTATE WEST BOUND LANES, 43.14 FEET WEST OF COLLINS 2 1971,
 GC0738'1.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT SOUTH OF A
 GC0738'METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 GC0738'SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 GC0738'AND THE DISK IS STAMPED COLLINS 2 NO 3 1971.  AN ELEVATION WAS
 GC0738'TRANSFERRED TO THIS MARK FROM BENCH MARK COLLINS 2 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0735 ***********************************************************************
 GC0735  DESIGNATION -  COLLINS RM 2
 GC0735  PID         -  GC0735
 GC0735  STATE/COUNTY-  TN/DAVIDSON
 GC0735  USGS QUAD   -  ANTIOCH (1983)
 GC0735
 GC0735                         *CURRENT SURVEY CONTROL
 GC0735  ___________________________________________________________________
 GC0735* NAD 83(1986)-  36 02 46.     (N)    086 39 31.     (W)     SCALED    
 GC0735* NAVD 88     -       159.333  (meters)     522.75   (feet)  ADJUSTED  
 GC0735  ___________________________________________________________________
 GC0735  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC0735  DYNAMIC HT  -         159.195 (meters)     522.29  (feet)  COMP
 GC0735  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC0735
 GC0735  VERT ORDER  -  SECOND    CLASS 0
 GC0735
 GC0735.The horizontal coordinates were scaled from a topographic map and have
 GC0735.an estimated accuracy of +/- 6 seconds.
 GC0735
 GC0735.The orthometric height was determined by differential leveling
 GC0735.and adjusted by the National Geodetic Survey in June 1991..
 GC0735
 GC0735.The geoid height was determined by GEOID03.
 GC0735
 GC0735.The dynamic height is computed by dividing the NAVD 88
 GC0735.geopotential number by the normal gravity value computed on the
 GC0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0735.degrees latitude (g = 980.6199 gals.).
 GC0735
 GC0735.The modeled gravity was interpolated from observed gravity values.
 GC0735
 GC0735;                    North         East    Units  Estimated Accuracy
 GC0735;SPC TN       -   190,230.      540,660.      MT  (+/- 180 meters Scaled)
 GC0735
 GC0735                          SUPERSEDED SURVEY CONTROL
 GC0735
 GC0735  NGVD 29 (??/??/92)  159.355  (m)          522.82   (f) ADJ UNCH    2 0
 GC0735
 GC0735.Superseded values are not recommended for survey control.
 GC0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0735.See file dsdata.txt to determine how the superseded data were derived.
 GC0735
 GC0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE307891(NAD 83)
 GC0735_MARKER: DR = REFERENCE MARK DISK
 GC0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0735_SP_SET: CULVERT
 GC0735_STAMPING: COLLINS NO 2 1960
 GC0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0735
 GC0735  HISTORY     - Date     Condition        Report By
 GC0735  HISTORY     - 1960     MONUMENTED       CGS
 GC0735  HISTORY     - 1971     GOOD             NGS
 GC0735
 GC0735                          STATION DESCRIPTION
 GC0735
 GC0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC0735'1 MI SE FROM ANTIOCH.
 GC0735'THIS MARK WAS RECOVERED AND FOUND IN EXCELLENT CONDITION.  FOLLOWING
 GC0735'IS A NEW AND COMPLETE DESCRIPTION.  THE MARK IS LOCATED IN THE
 GC0735'NORTHWEST ANGLE OF THE INTERSTATE ROUTE 24 AND BELL ROAD INTERCHANGE
 GC0735'ABOUT 1.0 MILE EAST OF THE ANTIOCH CONSOLIDATED SCHOOL, AND AT
 GC0735'THE COLLINS 2 1971 TRAVERSE STATION SITE.  IT IS 135 FEET WEST OF
 GC0735'THE APPROXIMATE CENTER OF BELL ROAD, 115.04 FEET SOUTHEAST OF
 GC0735'COLLINS 2 R.M. 3 1971, 82.58 FEET SOUTH-SOUTHEAST OF COLLINS 2 1971,
 GC0735'82 FEET SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER POST IN THE CORNER
 GC0735'OF A JOG IN THE RIGHT-OF-WAY FENCE, 20 FEET NORTH OF THE APPROXIMATE
 GC0735'CENTER OF THE ON RAMP FOR THE WEST BOUND LANES OF INTERSTATE ROUTE
 GC0735'24, AND 0.7 OF A FOOT EAST OF THE WEST END OF A CONCRETE HEADWALL.
 GC0735'A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 GC0735'TOP OF THE WEST END OF THE CONCRETE HEADWALL FOR A CONCRETE
 GC0735'CULVERT UNDER THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0713 ***********************************************************************
 FD0713  DESIGNATION -  COLUMBIA
 FD0713  PID         -  FD0713
 FD0713  STATE/COUNTY-  TN/MAURY
 FD0713  USGS QUAD   -  COLUMBIA (1989)
 FD0713
 FD0713                         *CURRENT SURVEY CONTROL
 FD0713  ___________________________________________________________________
 FD0713* NAD 83(1995)-  35 37 03.48713(N)    087 02 40.24170(W)     ADJUSTED  
 FD0713* NAVD 88     -       259.929  (meters)     852.78   (feet)  ADJUSTED  
 FD0713  ___________________________________________________________________
 FD0713  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 FD0713  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0713  DYNAMIC HT  -         259.701 (meters)     852.04  (feet)  COMP
 FD0713  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FD0713
 FD0713  HORZ ORDER  -  FIRST
 FD0713  VERT ORDER  -  FIRST     CLASS II
 FD0713
 FD0713.The horizontal coordinates were established by classical geodetic methods
 FD0713.and adjusted by the National Geodetic Survey in April 1999..
 FD0713
 FD0713.The orthometric height was determined by differential leveling
 FD0713.and adjusted by the National Geodetic Survey in June 1991..
 FD0713
 FD0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0713
 FD0713.The geoid height was determined by GEOID03.
 FD0713
 FD0713.The dynamic height is computed by dividing the NAVD 88
 FD0713.geopotential number by the normal gravity value computed on the
 FD0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0713.degrees latitude (g = 980.6199 gals.).
 FD0713
 FD0713.The modeled gravity was interpolated from observed gravity values.
 FD0713
 FD0713;                    North         East     Units Scale Factor Converg.
 FD0713;SPC TN       -   142,997.047   505,376.476   MT  0.99995550   -0 36 41.4
 FD0713;SPC TN       -   469,149.48  1,658,055.99   sFT  0.99995550   -0 36 41.4
 FD0713;UTM  16      - 3,941,540.885   495,969.001   MT  0.99960020   -0 01 33.3
 FD0713
 FD0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0713!SPC TN       -   0.99996359  x   0.99995550  =   0.99991909
 FD0713!UTM  16      -   0.99996359  x   0.99960020  =   0.99956380
 FD0713
 FD0713|---------------------------------------------------------------------|
 FD0713| PID    Reference Object                     Distance      Geod. Az  |
 FD0713|                                                           dddmmss.s |
 FD0713| FD0714 COLUMBIA RM 2                        32.583 METERS 06151     |
 FD0713| FD1513 COLUMBIA MAURY CO CTHSE DOME        APPROX. 1.0 KM 1074610.0 |
 FD0713| FD0712 COLUMBIA AZ MK                                     2575116.3 |
 FD0713| CG5129 COLUMBIA RM 3                        16.133 METERS 30222     |
 FD0713| FD1307 COLUMBIA RM 1                        41.118 METERS 31152     |
 FD0713|---------------------------------------------------------------------|
 FD0713
 FD0713                          SUPERSEDED SURVEY CONTROL
 FD0713
 FD0713  NAD 83(1995)-  35 37 03.48986(N)    087 02 40.24377(W) AD(       ) 1
 FD0713  NAD 83(1986)-  35 37 03.49808(N)    087 02 40.24347(W) AD(       ) 1
 FD0713  NAD 27      -  35 37 03.23900(N)    087 02 40.22700(W) AD(       ) 1
 FD0713  NGVD 29 (??/??/92)  259.908  (m)          852.71   (f) ADJ UNCH    1 2
 FD0713
 FD0713.Superseded values are not recommended for survey control.
 FD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0713.See file dsdata.txt to determine how the superseded data were derived.
 FD0713
 FD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9596941541(NAD 83)
 FD0713_MARKER: DD = SURVEY DISK
 FD0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0713_STAMPING: COLUMBIA 1934
 FD0713_MARK LOGO: CGS   
 FD0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0713+STABILITY: SURFACE MOTION
 FD0713
 FD0713  HISTORY     - Date     Condition        Report By
 FD0713  HISTORY     - 1934     MONUMENTED       CGS
 FD0713  HISTORY     - 1949     GOOD             NGS
 FD0713  HISTORY     - 1953     GOOD             CGS
 FD0713  HISTORY     - 1962     GOOD             TNHD
 FD0713  HISTORY     - 1962     GOOD             CGS
 FD0713  HISTORY     - 1980     SEE DESCRIPTION  NGS
 FD0713  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0713
 FD0713                          STATION DESCRIPTION
 FD0713
 FD0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD0713'IN SOUTHWEST PART OF COLUMBIA, ON HIGH HILL AT RESERVOIR OF TENNESSEE
 FD0713'POWER AND LIGHT
 FD0713'CO.  TO REACH FROM COURTHOUSE, GO WEST 0.55 MILE ON
 FD0713'WEST SEVENTH STREET (ROUTE 50),
 FD0713'TURN RIGHT (NORTH) ONTO CROCKETT
 FD0713'STREET (STONE) AND GO 0.1 MILE TO TOP OF GRADE,
 FD0713'TURN RIGHT, GO 100
 FD0713'FEET TO SEVERAL SMALL FRAME HOUSES ON LEFT, TURN LEFT PAST HOUSES
 FD0713'AND GO 200 FEET TO
 FD0713'GATE AND WIRE FENCE ON RIGHT, FOLLOW DIM ROAD THROUGH
 FD0713'GATE AND UP HILL ABOUT 100 YARDS
 FD0713'TO RESERVOIR AND STATION SITE.
 FD0713'STATION IS 55.6 FEET WEST OF CENTER OF GATE, 35
 FD0713'FEET NORTH OF SOUTH
 FD0713'SLOPE OF HILL, 22.6 FEET SOUTH OF RESERVOIR WALL, AND 11.7 FEET
 FD0713'NORTH OF HEAVY
 FD0713'WIRE FENCE WHICH ENCIRCLES TOP OF HILL.  SURFACE AND
 FD0713'UNDERGROUND MARKS ARE
 FD0713'STANDARD STATION DISKS IN CONCRETE.
 FD0713'UPPER MARK PROJECTS 13 INCHES
 FD0713'ABOVE GROUND.  REFERENCE AND
 FD0713'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD0713'NO 1,
 FD0713'PROJECTING 10 INCHES ABOVE GROUND, IS 30 FEET EAST OF WEST SLOPE
 FD0713'OF HILL, 24.5 FEET
 FD0713'WEST OF RESERVOIR WALL, 2 FEET EAST OF FENCE, AND
 FD0713'134.90 FEET FROM STATION.
 FD0713'NO 2 PROJECTING
 FD0713'9 INCHES ABOVE GROUND, IS 32 FEET EAST OF RESERVOIR
 FD0713'WALL, 1 FOOT WEST
 FD0713'OF FENCE LINE ON EAST SLOPE OF HILL, AND 106.90 FEET FROM STATION.
 FD0713'AZIMUTH MARK, PROJECTING 12 INCHES ABOVE
 FD0713'GROUND, IS AT NORTH EDGE OF PUBLIC
 FD0713'SCHOOL GROUNDS, ABOUT 150 YARDS
 FD0713'NORTH OF ROUTE 90, 50 YARDS NORTH OF SCHOOLHOUSE, 13
 FD0713'PACES SOUTH OF
 FD0713'LANE, AND ABOUT 0.3 MILE FROM STATION S 77 DEG 51 MIN W.
 FD0713'FOLLOWING BEARINGS ARE FROM STATION--COLUMBIA MAURY COUNTY
 FD0713'COURTHOUSE DOME, S 72 DEG 14 MIN E, MASSACHUSETTS KNITTING
 FD0713'MILL WATER TANK, FINIAL, S 18 DEG 08 MIN E.
 FD0713
 FD0713                          STATION RECOVERY (1949)
 FD0713
 FD0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FD0713'AT COLUMBIA.
 FD0713'AT COLUMBIA, MAURY COUNTY, 0.5 MILE WEST ALONG WEST 7TH STREET
 FD0713'(STATE HIGHWAY 50) FROM THE COURTHOUSE, THENCE 0.1 MILE NORTH
 FD0713'ALONG NORTH BECKETT STREET, THENCE 0.15 MILE WEST AND NORTH ALONG
 FD0713'A GRAVEL STREET TO THE TOP OF A HILL AND THE CITY WATER
 FD0713'RESERVOIR, ON THE SOUTH SIDE OF THE RESERVOIR AND INSIDE THE
 FD0713'STEEL FENCE, 77 FEET SOUTHEAST OF THE SOUTH CORNER OF A LOOKOUT
 FD0713'HOUSE FOR THE RESERVOIR, 56 FEET NORTHWEST OF THE CENTER OF THE
 FD0713'ENTRANCE GATE THROUGH STEEL FENCE, 23 FEET SOUTH OF THE SOUTH
 FD0713'EDGE OF THE RESERVIOR, 14.5 FEET NORTHEAST OF A CORNER IN
 FD0713'THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0713'9 INCHES.  A STANDARD DISK, STAMPED COLUMBIA 1934.
 FD0713
 FD0713                          STATION RECOVERY (1953)
 FD0713
 FD0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD0713'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND IN GOOD
 FD0713'CONDITION.  THE
 FD0713'DISTANCES AND DIRECTIONS TO REFERENCE MARK 2 AND THE
 FD0713'AZIMUTH MARK WERE CHECKED AND
 FD0713'FOUND TO BE CORRECT.  THE DIRECTIONS TO
 FD0713'THE OBJECTS VISIBLE FROM THE GROUND WERE CHECKED
 FD0713'AND FOUND TO BE
 FD0713'CORRECT.  THE OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 FD0713'EXCEPTIONS-
 FD0713'
 FD0713'DUE TO THE CONSTRUCTION OF A NEW RESERVOIR, REFERENCE MARK 1 WAS
 FD0713'DESTROYED AT THE
 FD0713'REQUEST OF THE CITY OF COLUMBIA.  REFERENCE MARK 3
 FD0713'WAS SET BY THIS PARTY.
 FD0713'
 FD0713'REFERENCE MARK 3 IS 52.93 FT SW OF THE STATION, 23 FT S OF THE
 FD0713'RESERVOIR WALL,
 FD0713'AND 1 FT N OF A FENCE LINE.  IT IS A STANDARD
 FD0713'REFERENCE-MARK DISK, STAMPED
 FD0713'COLUMBIA NO 3 1934 AND SET IN THE TOP OF
 FD0713'A CONCRETE POST FLUSH WITH THE GROUND.
 FD0713
 FD0713                          STATION RECOVERY (1962)
 FD0713
 FD0713'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (JHG)
 FD0713'THE STATION WAS FOUND AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND THE
 FD0713'DESCRIPTION IS
 FD0713'COMPLETELY ADEQUATE.  THE MARKS WERE TAKEN AND THE
 FD0713'1934 OBSERVATIONS WERE CHECKED.
 FD0713'A DISCREPANCY WAS NOTED IN THE
 FD0713'DIRECTION TO THE AZIMUTH MARK AND A SECOND SET OF 4
 FD0713'POSITIONS WAS
 FD0713'TAKEN AND MEANED.
 FD0713
 FD0713                          STATION RECOVERY (1962)
 FD0713
 FD0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD0713'THE STATION AND ALL MARKS WERE RECOVERED AS SHOWN IN THE 1953
 FD0713'RECOVERY NOTE AND FOUND IN
 FD0713'EXCELLENT CONDITION.  DUE TO CHANGES IN THIS AREA THE TO
 FD0713'REACH IS NO LONGER
 FD0713'ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 FD0713'DESCRIPTION.
 FD0713'
 FD0713'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF COLUMBIA, ON A
 FD0713'HIGH HILL AT THE SITE OF A
 FD0713'RESERVOIR ON THE PROPERTY OF THE COLUMBIA WATER
 FD0713'DISTRICT.
 FD0713'
 FD0713'TO REACH FROM THE WEST SIDE OF THE MAURY COUNTY COURTHOUSE SQUARE IN
 FD0713'COLUMBIA, GO WEST ON WEST
 FD0713'SEVENTH STREET (HIGHWAYS 43, 50 AND 99) FOR 0.6 MILE
 FD0713'TO NORTH BECKETT STREET, TURN
 FD0713'RIGHT, NORTH, AND GO 0.1 MILE ON NORTH
 FD0713'BECKETT STREET TO THE TOP OF GRADE AND THE
 FD0713'JUNCTION WITH WEST SIXTH
 FD0713'STREET.  HERE TURN LEFT, WEST, ON WEST SIXTH STREET FOR 0.15
 FD0713'MILE TO AN OILED
 FD0713'ROAD SHARP RIGHT, TURN SHARP RIGHT AND GO EASTERLY FOR 0.05
 FD0713'MILE TO A GRAVELED ROAD
 FD0713'LEFT, TURN LEFT ON THIS GRAVELED ROAD AND GO
 FD0713'NORTHWESTERLY FOR 0.1 MILE TO THE TOP OF
 FD0713'THE HILL AND LARGE CONCRETE,
 FD0713'WATER SUPPLY TANK, AND END OF TRUCK TRAVEL.  HERE GO SOUTH
 FD0713'UP A FLIGHT
 FD0713'OF STEPS TO A LOCKED GATE IN THE FENCE AROUND AN OPEN
 FD0713'RESERVOIR (KEY TO BE
 FD0713'OBTAINED FROM THE OFFICE OF THE COLUMBIA WATER
 FD0713'DISTRICT ON NORTH MAIN STREET), AND THE
 FD0713'STATION IN THE SOUTHWEST
 FD0713'CORNER OF THIS FENCED AREA.
 FD0713'
 FD0713'THE STATION IS 55.6 FEET WEST OF THE CENTER OF A DOUBLE GATE IN THE
 FD0713'EAST FENCE, 22.6 FEET SOUTH
 FD0713'OF THE RESERVOIR WALL AND 11.7 FEET NORTH OF THE
 FD0713'CHAIN LINK FENCE SURROUNDING THE
 FD0713'HILLTOP.  IT IS A STANDARD DISK SET
 FD0713'IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 FD0713'THAT PROJECTS 12
 FD0713'INCHES AND THE DISK IS STAMPED COLUMBIA 1934.
 FD0713'
 FD0713'REFERENCE MARK NO 2 IS 32 FEET EAST OF THE RESERVOIR WALL, 1.8 FEET
 FD0713'SOUTH OF A METAL WITNESS
 FD0713'POST AND TVA SIGN, 1 FOOT WEST OF THE CHAIN LINK FENCE
 FD0713'ALONG EAST SIDE OF HILL, AND IN
 FD0713'A SMALL FENCED ENCLOSURE AROUND A
 FD0713'CIVIL DEFENCE LOOKOUT.  IT IS A STANDARD DISK SET
 FD0713'IN THE TOP OF A
 FD0713'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE
 FD0713'DISK IS STAMPED
 FD0713'COLUMBIA NO 2 1934.
 FD0713'
 FD0713'REFERENCE MARK NO 3 IS 23 FEET SOUTH OF THE RESERVOIR WALL, 2.8 FEET
 FD0713'EAST OF A FENCE CORNER
 FD0713'POST, 1 FOOT NORTH OF THE CHAIN LINK FENCE ALONG WEST
 FD0713'SIDE OF HILL, AND 0.6 FOOT
 FD0713'NORTH OF A METAL WITNESS POST AND TVA
 FD0713'SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FD0713'OF A 10-INCH, SQUARE,
 FD0713'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 FD0713'AND THE DISK IS
 FD0713'STAMPED COLUMBIA NO 3 1934.
 FD0713'
 FD0713'THE AZIMUTH MARK IS LOCATED IN A FENCED PLAYGROUND AT THE MCDOWELL
 FD0713'SCHOOL, 155 NORTH OF THE
 FD0713'NORTHEAST CORNER OF THE MAIN SCHOOL BUILDING, 54 FEET
 FD0713'SOUTHEAST OF A 24-INCH
 FD0713'HACKBERRY TREE, 49 FEET NORTH OF THE
 FD0713'APPROXIMATE CENTER OF A PAVED DRIVE
 FD0713'BETWEEN THE SCHOOL AND THE
 FD0713'PLAYGROUND, 13 FEET WEST OF THE CENTER OF THE
 FD0713'PLAYGROUND GATE, AND AT
 FD0713'THE EAST END OF A ROW OF SWINGS.  IT IS A STANDARD REFERENCE
 FD0713'MARK DISK SET
 FD0713'IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT
 FD0713'PROJECTS 5 INCHES AND THE
 FD0713'DISK IS STAMPED COLUMBIA AZIMUTH 1934.
 FD0713'
 FD0713'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF NORTH BECKETT
 FD0713'STREET AND WEST SIXTH
 FD0713'STREET, GO WEST ON WEST SIXTH STREET FOR 0.25 MILE TO
 FD0713'MCGUIRE STREET ON LEFT, TURN
 FD0713'LEFT, SOUTH, ON MCGUIRE STREET AND GO
 FD0713'0.1 MILE TO AN OILED DRIVE ON THE RIGHT, TURN
 FD0713'RIGHT, WEST, ON THIS
 FD0713'OILED DRIVE AND GO 0.05 MILE TO A POINT BETWEEN THE SCHOOL ON
 FD0713'THE LEFT AND
 FD0713'THE CONCRETE RAMP LEADING INTO THE PLAYGROUND ON THE RIGHT
 FD0713'AND THE MARK JUST INSIDE
 FD0713'THE PLAYGROUND FENCE AS DESCRIBED.
 FD0713'
 FD0713'THIS STATION WILL BE OCCUPIED BY THE TENNESSEE HIGHWAY CONTROL
 FD0713'SURVEYS PARTY.
 FD0713
 FD0713                          STATION RECOVERY (1980)
 FD0713
 FD0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FD0713'THE STATION AND REFERENCE MARK 3 WERE FOUND IN GOOD CONDITION.  THE
 FD0713'AZIMUTH MARK WAS NOT SEARCHED FOR SINCE IT WOULD BE OBSTRUCTED TO
 FD0713'THE STATION BY DENSE GROWTH.  REFERENCE MARK 2 WAS NOT FOUND.  THE
 FD0713'STATION MARK AND REFERENCE MARK 3 WERE DESTROYED AT THE REQUEST OF THE
 FD0713'CITY SO THAT THE TOP OF THE HILL COULD BE GRADED DOWN ABOUT 18
 FD0713'FEET.  A NEW STATION---COLUMBIA 2 1980---WAS ESTABLISHED.
 FD0713
 FD0713                          STATION RECOVERY (1984)
 FD0713
 FD0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0713'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1513 ***********************************************************************
 FD1513  DESIGNATION -  COLUMBIA MAURY CO CTHSE DOME
 FD1513  PID         -  FD1513
 FD1513  STATE/COUNTY-  TN/MAURY
 FD1513  USGS QUAD   -  COLUMBIA (1989)
 FD1513
 FD1513                         *CURRENT SURVEY CONTROL
 FD1513  ___________________________________________________________________
 FD1513* NAD 83(1995)-  35 36 53.45156(N)    087 02 01.89940(W)     ADJUSTED  
 FD1513* NAVD 88     -                                                        
 FD1513  ___________________________________________________________________
 FD1513  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FD1513  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD1513
 FD1513  HORZ ORDER  -  THIRD
 FD1513
 FD1513.The horizontal coordinates were established by classical geodetic methods
 FD1513.and adjusted by the National Geodetic Survey in April 1999..
 FD1513
 FD1513
 FD1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1513
 FD1513.The geoid height was determined by GEOID03.
 FD1513
 FD1513;                    North         East     Units Scale Factor Converg.
 FD1513;SPC TN       -   142,677.537   506,338.026   MT  0.99995568   -0 36 18.9
 FD1513;SPC TN       -   468,101.22  1,661,210.67   sFT  0.99995568   -0 36 18.9
 FD1513;UTM  16      - 3,941,231.328   496,933.423   MT  0.99960012   -0 01 11.0
 FD1513
 FD1513                          SUPERSEDED SURVEY CONTROL
 FD1513
 FD1513  NAD 83(1995)-  35 36 53.45431(N)    087 02 01.90156(W) AD(       ) 4
 FD1513  NAD 83(1986)-  35 36 53.46258(N)    087 02 01.90111(W) AD(       ) 4
 FD1513  NAD 27      -  35 36 53.20400(N)    087 02 01.88500(W) AD(       ) 3
 FD1513
 FD1513.Superseded values are not recommended for survey control.
 FD1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1513.See file dsdata.txt to determine how the superseded data were derived.
 FD1513
 FD1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9693341231(NAD 83)
 FD1513_MARKER: 87 = DOME
 FD1513
 FD1513  HISTORY     - Date     Condition        Report By
 FD1513  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1513
 FD1513                          STATION DESCRIPTION
 FD1513
 FD1513'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0714 ***********************************************************************
 FD0714  DESIGNATION -  COLUMBIA RM 2
 FD0714  PID         -  FD0714
 FD0714  STATE/COUNTY-  TN/MAURY
 FD0714  USGS QUAD   -  COLUMBIA (1989)
 FD0714
 FD0714                         *CURRENT SURVEY CONTROL
 FD0714  ___________________________________________________________________
 FD0714* NAD 83(1986)-  35 37 03.     (N)    087 02 40.     (W)     SCALED    
 FD0714* NAVD 88     -       259.490  (meters)     851.34   (feet)  ADJUSTED  
 FD0714  ___________________________________________________________________
 FD0714  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0714  DYNAMIC HT  -         259.262 (meters)     850.60  (feet)  COMP
 FD0714  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FD0714
 FD0714  VERT ORDER  -  FIRST     CLASS II
 FD0714
 FD0714.The horizontal coordinates were scaled from a topographic map and have
 FD0714.an estimated accuracy of +/- 6 seconds.
 FD0714
 FD0714.The orthometric height was determined by differential leveling
 FD0714.and adjusted by the National Geodetic Survey in June 1991..
 FD0714
 FD0714.The geoid height was determined by GEOID03.
 FD0714
 FD0714.The dynamic height is computed by dividing the NAVD 88
 FD0714.geopotential number by the normal gravity value computed on the
 FD0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0714.degrees latitude (g = 980.6199 gals.).
 FD0714
 FD0714.The modeled gravity was interpolated from observed gravity values.
 FD0714
 FD0714;                    North         East    Units  Estimated Accuracy
 FD0714;SPC TN       -   142,980.      505,380.      MT  (+/- 180 meters Scaled)
 FD0714
 FD0714                          SUPERSEDED SURVEY CONTROL
 FD0714
 FD0714  NGVD 29 (??/??/92)  259.468  (m)          851.27   (f) ADJ UNCH    1 2
 FD0714
 FD0714.Superseded values are not recommended for survey control.
 FD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0714.See file dsdata.txt to determine how the superseded data were derived.
 FD0714
 FD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE959415(NAD 83)
 FD0714_MARKER: DR = REFERENCE MARK DISK
 FD0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0714_STAMPING: COLUMBIA NO 2 1934
 FD0714_MARK LOGO: CGS   
 FD0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0714+STABILITY: SURFACE MOTION
 FD0714
 FD0714  HISTORY     - Date     Condition        Report By
 FD0714  HISTORY     - 1934     MONUMENTED       CGS
 FD0714  HISTORY     - 1949     GOOD             NGS
 FD0714  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0714
 FD0714                          STATION DESCRIPTION
 FD0714
 FD0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0714'AT COLUMBIA.
 FD0714'AT COLUMBIA, ABOUT 0.5 MILE WEST ALONG WEST 7TH STREET FROM
 FD0714'THE COURT HOUSE, THENCE ABOUT 0.1 MILE NORTH ALONG NORTH BECKETT
 FD0714'STREET, THENCE ABOUT 0.15 MILE WEST AND NORTH ALONG A GRAVEL
 FD0714'STREET TO THE TOP OF A HILL AND THE CITY WATER RESERVOIR, ON
 FD0714'THE EAST SIDE OF THE RESERVOIR AND INSIDE THE STEEL FENCE,
 FD0714'107 FEET EAST-NORTHEAST OF THE STATION MARK, 72 FEET NORTHEAST
 FD0714'OF THE CENTER OF THE ENTRANCE GATE THROUGH STEEL FENCE, 30 1/2
 FD0714'FEET EAST OF THE EAST EDGE OF THE RESERVOIR, 1 FOOT WEST OF THE
 FD0714'STEEL FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0714'9 INCHES.
 FD0714
 FD0714                          STATION RECOVERY (1984)
 FD0714
 FD0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0714'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1894 ***********************************************************************
 FC1894  DESIGNATION -  COMFORT
 FC1894  PID         -  FC1894
 FC1894  STATE/COUNTY-  TN/MARION
 FC1894  USGS QUAD   -  MONTEAGLE (1982)
 FC1894
 FC1894                         *CURRENT SURVEY CONTROL
 FC1894  ___________________________________________________________________
 FC1894* NAD 83(1995)-  35 09 12.95530(N)    085 45 04.60704(W)     ADJUSTED  
 FC1894* NAVD 88     -       544.1    (meters)    1785.     (feet)  VERTCON   
 FC1894  ___________________________________________________________________
 FC1894  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FC1894  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1894
 FC1894  HORZ ORDER  -  SECOND
 FC1894
 FC1894.The horizontal coordinates were established by classical geodetic methods
 FC1894.and adjusted by the National Geodetic Survey in April 1999..
 FC1894
 FC1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1894
 FC1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1894
 FC1894.The geoid height was determined by GEOID03.
 FC1894
 FC1894;                    North         East     Units Scale Factor Converg.
 FC1894;SPC TN       -    91,038.073   622,663.101   MT  1.00001841   +0 08 44.2
 FC1894;SPC TN       -   298,680.74  2,042,853.86   sFT  1.00001841   +0 08 44.2
 FC1894;UTM  16      - 3,890,790.476   613,737.510   MT  0.99975943   +0 43 08.6
 FC1894
 FC1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1894!SPC TN       -   0.99991913  x   1.00001841  =   0.99993754
 FC1894!UTM  16      -   0.99991913  x   0.99975943  =   0.99967858
 FC1894
 FC1894|---------------------------------------------------------------------|
 FC1894| PID    Reference Object                     Distance      Geod. Az  |
 FC1894|                                                           dddmmss.s |
 FC1894| CG5131 COMFORT RM 1                         22.885 METERS 04355     |
 FC1894| CG5130 COMFORT AZ MK                                      0713747.7 |
 FC1894| FC1890 FULLER RESET                        APPROX.11.8 KM 1355033.7 |
 FC1894| CG5132 COMFORT RM 2                         26.083 METERS 14240     |
 FC1894| FC1907 SEWANEE MUNICIPAL TANK              APPROX.16.3 KM 2905409.3 |
 FC1894| FC1906 SEWANEE LOOKOUT TOWER SC 1          APPROX.14.5 KM 3003304.5 |
 FC1894| FC1909 SEWANEE TVA RADIO MAST              APPROX.14.4 KM 3003801.0 |
 FC1894| FC1905 SEWANEE ATT RELAY TOWER             APPROX.14.2 KM 3005547.8 |
 FC1894| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX.12.5 KM 3202421.8 |
 FC1894|---------------------------------------------------------------------|
 FC1894
 FC1894                          SUPERSEDED SURVEY CONTROL
 FC1894
 FC1894  NAD 83(1995)-  35 09 12.95668(N)    085 45 04.60678(W) AD(       ) 2
 FC1894  NAD 83(1995)-  35 09 12.95685(N)    085 45 04.60755(W) AD(       ) 2
 FC1894  NAD 83(1995)-  35 09 12.95989(N)    085 45 04.60474(W) AD(       ) 2
 FC1894  NAD 83(1986)-  35 09 12.96044(N)    085 45 04.60430(W) AD(       ) 2
 FC1894  NAD 27      -  35 09 12.67000(N)    085 45 04.70900(W) AD(       ) 2
 FC1894  NGVD 29 (07/19/86)  544.1    (m)         1785.     (f) VERT ANG       
 FC1894
 FC1894.Superseded values are not recommended for survey control.
 FC1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1894.See file dsdata.txt to determine how the superseded data were derived.
 FC1894
 FC1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1373890790(NAD 83)
 FC1894_MARKER: DS = TRIANGULATION STATION DISK
 FC1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1894
 FC1894  HISTORY     - Date     Condition        Report By
 FC1894  HISTORY     - 1934     MONUMENTED       CGS
 FC1894  HISTORY     - 1962     GOOD             CGS
 FC1894
 FC1894                          STATION DESCRIPTION
 FC1894
 FC1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1894'ABOUT 10 MILES EAST-SOUTHEAST OF SEWANEE, 8.75 MILES WEST-NORTHWEST
 FC1894'OF JASPER, 7.75 MILES SOUTH-SOUTHWEST OF TRACY CITY, BETWEEN EAST
 FC1894'FORK OF BATTLE CREEK AND BIG FIERY GIZZARD CREEK, ON SOUTH END OF
 FC1894'EAST ONE OF TWO PARALLEL RIDGES OF SAME ELEVATION, AND ON WHAT IS
 FC1894'KNOWN LOCALLY AS SPIEGER POINT.  TO REACH FROM JUNCTION OF STATE
 FC1894'ROUTES 2 AND 56 IN MONTEAGLE, FOLLOW ROUTE 56 NORTHEAST 3.95 MILES TO
 FC1894'CROSSROADS, TURN RIGHT, GO 1.4 MILES, TURN ONTO LEFT FORK AND FOLLOW
 FC1894'MAIN ROAD 1.35 MILES TO CROSSROADS, TURN RIGHT, GO 1.45 MILES, TURN
 FC1894'ONTO LEFT FORK UP HILL, GO 2.9 MILES, PASS THROUGH BARRED GATE AT
 FC1894'HOUSE, GO 0.3 MILE, FOLLOW RIGHT FORK 0.3 MILE, FOLLOW LEFT FORK 0.9
 FC1894'MILE, TURN ONTO EXTREME RIGHT-HAND FORK AT TREE ON LEFT WITH
 FC1894'TRIANGULAR BLAZE, GO 0.55 MILE, TURN ONTO RIGHT FORK AT TREE ON RIGHT
 FC1894'WITH TRIANGULAR BLAZE AND GO 0.15 MILE TO TOP OF GRADE AT
 FC1894'CULTIVATED FIELDS AND STATION SITE ON UNCULTIVATED TONGUE OF LAND
 FC1894'BETWEEN TWO CULTIVATED FIELDS, AT POINT WHERE SLOPE BREAKS TO EAST
 FC1894'AND SOUTH, 200 FEET NORTH OF ROAD, AND 80 FEET SOUTHWEST OF HIGH
 FC1894'POINT OF SUMMIT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FC1894'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 FC1894'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 FC1894'NEAR CENTER OF FIELD, ON HIGH POINT OF GROUND, AND 75.10 FEET FROM
 FC1894'STATION.  NO. 2 IS AT NORTHWEST EDGE OF
 FC1894'FIELD, ON SOUTH SLOPE OF POINT, AND 85.88 FEET FROM STATION
 FC1894'AZIMUTH MARK IS AT NORTHEAST EDGE OF SAGE
 FC1894'FIELD, 20 FEET SOUTHWEST OF CENTER OF ROAD, AND 0.15 MILE FROM
 FC1894'STATION.
 FC1894
 FC1894                          STATION RECOVERY (1962)
 FC1894
 FC1894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1894'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FC1894'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 FC1894'DISCREPANCY WAS FOUND IN THE HORIZONTAL DIRECTION TO THE AZIMUTH
 FC1894'MARK.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1894'
 FC1894'THE STATION IS LOCATED ABOUT 10 MILES EAST OF SEWANEE, 9 MILES
 FC1894'NORTHWEST OF JASPER, 8 MILES SOUTH OF TRACY CITY, 8 MILES SOUTHEAST
 FC1894'OF MONTEAGLE, AND NEAR THE SOUTHERN END OF THE EAST ONE OF TWO
 FC1894'PARALLEL RIDGES OF ABOUT THE SAME ELEVATION, AND WHAT IS KNOWN
 FC1894'LOCALLY AS SPIEGER POINT.
 FC1894'
 FC1894'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO EASTERLY
 FC1894'ON U.S. HIGHWAY 41 FOR 0.45 MILE TO THE JUNCTION OF U.S. HIGHWAY
 FC1894'41 AND STATE ROUTE 56, FOLLOW STATE ROUTE 56 NORTHEAST FOR 4.25 MILES
 FC1894'TO A SIDE ROAD ON THE RIGHT AT SIGN, THE EPISCOPAL CHURCH
 FC1894'WELCOMES YOU TO TRACY CITY, TURN RIGHT AND GO 0.15 MILE TO A RAILROAD
 FC1894'CROSSING, CONTINUE FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT,
 FC1894'CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO A CROSSROAD, CONTINUE ON
 FC1894'MAIN ROAD FOR 0.55 MILE TO A CONCRETE BRIDGE, CONTINUE FOR 0.2 MILE
 FC1894'TO A FORK, KEEP RIGHT AND GO 0.3 MILE TO A FORK, KEEP LEFT AND
 FC1894'FOLLOW MAIN TRACK ROAD FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT AT
 FC1894'AN OLD SAW MILL ON THE LEFT AND AN OLD CORRAL ON THE RIGHT, CONTINUE
 FC1894'STRAIGHT AHEAD AND GO 0.55 MILE TO A FORK, KEEP RIGHT ON MAIN TRACK
 FC1894'ROAD FOR 2.1 MILES TO A FORK, KEEP LEFT AND GO 0.9 MILE TO A WIRE
 FC1894'GAP, PASS THROUGH GAP, KEEP RIGHT ON MAIN TRACK ROAD FOR 0.65 MILE TO
 FC1894'ANOTHER WIRE GAP AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH
 FC1894'THE GAP AND GO 0.15 MILE TO THE STATION ON THE LEFT.
 FC1894'
 FC1894'THE STATION MARK IS 8 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK
 FC1894'ROAD AND 2.3 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 FC1894'DISK SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND IS
 FC1894'STAMPED COMFORT 1934.
 FC1894'
 FC1894'REFERENCE MARK NO. 1 IS 76.6 FEET NORTHEAST OF A METAL WITNESS POST,
 FC1894'61 FEET NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND ABOUT
 FC1894'THE SAME ELEVATION AS THE STATION MARK.  IT IS A STANDARD DISK SET IN
 FC1894'A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS STAMPED
 FC1894'COMFORT NO 1 1934.
 FC1894'
 FC1894'REFERENCE MARK NO. 2 IS 87.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 FC1894'58 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND ON THE
 FC1894'SOUTH SLOPE OF THE RIDGE ABOUT 5 FEET BELOW THE ELEVATION OF THE
 FC1894'STATION MARK.  IT IS A STANDARD DISK SET IN A ROUND CONCRETE
 FC1894'MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED COMFORT NO 2 1934.
 FC1894'
 FC1894'THE AZIMUTH MARK IS 69 FEET NORTHEAST OF A GAP IN THE FENCE, 42 FEET
 FC1894'NORTH OF THE APPROXIMATE CENTER OF A TRACK, 14 FEET WEST OF A TWIN
 FC1894'TRUCKED WHITE OAK TREE AND 1.7 FEET NORTH OF A METAL WITNESS POST.
 FC1894'IT IS A STANDARD REFERENCE DISK SET IN A ROUND CONCRETE MONUMENT
 FC1894'WHICH PROJECTS 1 FOOT AND IS STAMPED COMFORT AZI 1934.
 FC1894'
 FC1894'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1790 ***********************************************************************
 FC1790  DESIGNATION -  CONASAUGA
 FC1790  PID         -  FC1790
 FC1790  STATE/COUNTY-  TN/POLK
 FC1790  USGS QUAD   -  PARKSVILLE (1974)
 FC1790
 FC1790                         *CURRENT SURVEY CONTROL
 FC1790  ___________________________________________________________________
 FC1790* NAD 83(1995)-  35 00 50.29217(N)    084 43 48.22673(W)     ADJUSTED  
 FC1790* NAVD 88     -       241.1    (meters)     791.     (feet)  VERTCON   
 FC1790  ___________________________________________________________________
 FC1790  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 FC1790  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 FC1790
 FC1790  HORZ ORDER  -  SECOND
 FC1790
 FC1790.The horizontal coordinates were established by classical geodetic methods
 FC1790.and adjusted by the National Geodetic Survey in April 1999..
 FC1790
 FC1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1790
 FC1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1790
 FC1790.The geoid height was determined by GEOID03.
 FC1790
 FC1790;                    North         East     Units Scale Factor Converg.
 FC1790;SPC TN       -    76,270.112   715,913.066   MT  1.00005003   +0 44 36.5
 FC1790;SPC TN       -   250,229.53  2,348,791.45   sFT  1.00005003   +0 44 36.5
 FC1790;UTM  16      - 3,876,947.112   707,118.960   MT  1.00012873   +1 18 10.4
 FC1790
 FC1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1790!SPC TN       -   0.99996682  x   1.00005003  =   1.00001685
 FC1790!UTM  16      -   0.99996682  x   1.00012873  =   1.00009555
 FC1790
 FC1790|---------------------------------------------------------------------|
 FC1790| PID    Reference Object                     Distance      Geod. Az  |
 FC1790|                                                           dddmmss.s |
 FC1790| CZ4774 CONASAUGA RM 1                       12.887 METERS 01309     |
 FC1790| FC1789 CONASAUGA PTA                         6.122 METERS 14851     |
 FC1790| CZ4775 CONASAUGA RM 2                       10.626 METERS 23345     |
 FC1790| FC1792 JEB 2                               341.095 METERS 27629     |
 FC1790| FC1791 JEB 2 PTA                           336.330 METERS 27629     |
 FC1790|---------------------------------------------------------------------|
 FC1790
 FC1790                          SUPERSEDED SURVEY CONTROL
 FC1790
 FC1790  NAD 83(1995)-  35 00 50.29229(N)    084 43 48.22630(W) AD(       ) 2
 FC1790  NAD 83(1995)-  35 00 50.29481(N)    084 43 48.23235(W) AD(       ) 2
 FC1790  NAD 83(1995)-  35 00 50.29572(N)    084 43 48.23176(W) AD(       ) 2
 FC1790  NAD 83(1986)-  35 00 50.29584(N)    084 43 48.23189(W) AD(       ) 2
 FC1790  NAD 27      -  35 00 50.02330(N)    084 43 48.45205(W) AD(       ) 2
 FC1790  NGVD 29 (07/19/86)  241.1    (m)          791.     (f) VERT ANG       
 FC1790
 FC1790.Superseded values are not recommended for survey control.
 FC1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1790.See file dsdata.txt to determine how the superseded data were derived.
 FC1790
 FC1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0711976947(NAD 83)
 FC1790_MARKER: DS = TRIANGULATION STATION DISK
 FC1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1790_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1790
 FC1790  HISTORY     - Date     Condition        Report By
 FC1790  HISTORY     - 1978     MONUMENTED       NGS
 FC1790
 FC1790                          STATION DESCRIPTION
 FC1790
 FC1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 FC1790'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE GEORGIA
 FC1790'AND TENNESSEE BORDER, 3/4 MILE NORTH OF THE TOWN OF
 FC1790'CONASAUGA, 4 MILES SOUTH OF OLD FORT AND ON THE RIGHT-OF-WAY OF
 FC1790'THE LOUISVILLE AND NASHVILLE RAILROAD.
 FC1790'
 FC1790'TO REACH THE STATION FROM THE TENNESSEE AND GEORIGA STATE LINE
 FC1790'AT TENNGA, GEORGIA, GO NORTH ON U.S. HIGHWAY 411 FOR 1.6 MILES
 FC1790'TO A BRIDGE ACROSS THE CONASAUGA RIVER.  CONTINUE NORTH FOR 0.3
 FC1790'MILE TO A CROSSROAD AND STATION JEB 2 TVA ON THE LEFT.
 FC1790'TURN RIGHT AND GO EAST FOR 0.2 MILE TO THE STATION ON THE LEFT,
 FC1790'AS DESCRIBED.
 FC1790'
 FC1790'THE STATION IS A STANDARD NGS DISK
 FC1790'STAMPED---CONASAUGA 1978---,
 FC1790'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1790'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1790'44.6 FEET SOUTH-SOUTHWEST FROM A TELEPHONE POLE,
 FC1790'43.8 FEET WEST FROM THE WEST RAIL OF THE RAILROAD TRACK, AND
 FC1790'3.7 FEET NORTH FROM A METAL WITNESS POST.
 FC1790'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FC1790'STAMPED---CONASAUGA 1978---, SET INTO AN IRREGULAR
 FC1790'MASS OF CONCRETE 1 METER BELOW THE GROUND SURFACE.
 FC1790'
 FC1790'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FC1790'STAMPED---CONASAUGA NO 1 1978---,
 FC1790'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1790'FLUSH WITH GROUND.  IT IS LOCATED
 FC1790'46  FEET NORTH FROM A METAL WITNESS POST AND
 FC1790'8 FEET WEST FROM A TELEPHONE POLE.
 FC1790'MARK IS LEVEL WITH STATION.
 FC1790'
 FC1790'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FC1790'STAMPED---CONASAUGA NO 2 1978---,
 FC1790'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1790'FLUSH WITH GROUND.  IT IS LOCATED
 FC1790'67.7 FEET WEST FROM THE WEST RAIL OF THE RAILROAD TRACK,
 FC1790'32.5 FEET SOUTHWEST FROM A METAL WITNESS POST AND
 FC1790'22 FEET NORTH FROM THE CENTER OF A GRADED ROAD.
 FC1790'MARK IS ABOVE STATION 0.6 METER.
 FC1790'
 FC1790'AZIMUTH MARK NUMBER 1 IS A TVA DISK
 FC1790'STAMPED---JEB 2 1942---,
 FC1790'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 5 CM ON A SIDE
 FC1790'FLUSH WITH GROUND.  IT IS LOCATED
 FC1790'62 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 411,
 FC1790'38.6 FEET WEST FROM A POWER POLE AND
 FC1790'25 FEET SOUTH FROM THE CENTER OF A GRADED ROAD.
 FC1790'
 FC1790'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF BRUSH AND
 FC1790'TREES ON LINE.
 FC1790'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2382 ***********************************************************************
 FE2382  DESIGNATION -  CONCORD
 FE2382  PID         -  FE2382
 FE2382  STATE/COUNTY-  TN/GIBSON
 FE2382  USGS QUAD   -  MILAN (1983)
 FE2382
 FE2382                         *CURRENT SURVEY CONTROL
 FE2382  ___________________________________________________________________
 FE2382* NAD 83(1995)-  35 58 40.27405(N)    088 50 42.16551(W)     ADJUSTED  
 FE2382* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 FE2382  ___________________________________________________________________
 FE2382  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FE2382  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2382
 FE2382  HORZ ORDER  -  SECOND
 FE2382
 FE2382.The horizontal coordinates were established by classical geodetic methods
 FE2382.and adjusted by the National Geodetic Survey in April 1999..
 FE2382
 FE2382.The orthometric height was scaled from a topographic map.
 FE2382
 FE2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2382
 FE2382.The geoid height was determined by GEOID03.
 FE2382
 FE2382;                    North         East     Units Scale Factor Converg.
 FE2382;SPC TN       -   186,187.404   343,457.033   MT  0.99995154   -1 39 56.2
 FE2382;SPC TN       -   610,849.84  1,126,825.28   sFT  0.99995154   -1 39 56.2
 FE2382;UTM  16      - 3,983,065.896   333,654.927   MT  0.99994096   -1 05 03.0
 FE2382
 FE2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2382!SPC TN       -   0.99997963  x   0.99995154  =   0.99993118
 FE2382!UTM  16      -   0.99997963  x   0.99994096  =   0.99992060
 FE2382
 FE2382:                Primary Azimuth Mark                     Grid Az
 FE2382:SPC TN       -  BRADFORD MUNICIPAL TANK                  019 10 12.4
 FE2382:UTM  16      -  BRADFORD MUNICIPAL TANK                  018 35 19.2
 FE2382
 FE2382|---------------------------------------------------------------------|
 FE2382| PID    Reference Object                     Distance      Geod. Az  |
 FE2382|                                                           dddmmss.s |
 FE2382| GD1505 BRADFORD MUNICIPAL TANK             APPROX.11.4 KM 0173016.2 |
 FE2382| FE2387 TT 24                                46.307 METERS 03817     |
 FE2382| CG3830 CONCORD AZ MK                                      0384039.7 |
 FE2382| FE2308 MILAN ORDNANCE DEPOT B TANK         APPROX.17.5 KM 1224419.7 |
 FE2382| FE2307 MILAN ORDNANCE DEPOT A TANK         APPROX.14.9 KM 1243210.6 |
 FE2382| FE2383 MILAN COMPRESS TANK                 APPROX.10.2 KM 1265823.0 |
 FE2382| FE2385 MILAN RAD STA WKBJ MAST             APPROX.10.3 KM 1453033.1 |
 FE2382| CG3831 CONCORD RM 1                         23.195 METERS 25035     |
 FE2382| FE2400 TRENTON BROWN SHOE TANK             APPROX. 9.4 KM 2630940.5 |
 FE2382| FE2401 TRENTON COUNTY CTHSE TOWER          APPROX. 8.7 KM 2722702.8 |
 FE2382|---------------------------------------------------------------------|
 FE2382
 FE2382                          SUPERSEDED SURVEY CONTROL
 FE2382
 FE2382  NAD 83(1995)-  35 58 40.27730(N)    088 50 42.16933(W) AD(       ) 2
 FE2382  NAD 83(1986)-  35 58 40.28545(N)    088 50 42.16528(W) AD(       ) 2
 FE2382  NAD 27      -  35 58 40.04330(N)    088 50 41.93380(W) AD(       ) 2
 FE2382
 FE2382.Superseded values are not recommended for survey control.
 FE2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2382.See file dsdata.txt to determine how the superseded data were derived.
 FE2382
 FE2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3365583066(NAD 83)
 FE2382_MARKER: DS = TRIANGULATION STATION DISK
 FE2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2382
 FE2382  HISTORY     - Date     Condition        Report By
 FE2382  HISTORY     - 1958     MONUMENTED       CGS
 FE2382
 FE2382                          STATION DESCRIPTION
 FE2382
 FE2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2382'THE STATION IS ABOUT 5 MILES EAST OF TRENTON, ABOUT 3-1/2 MILES WEST
 FE2382'OF CADES, ABOUT 6-1/2 MILES SOUTH-SOUTHWEST OF BRADFORD AND ON
 FE2382'PROPERTY OWNED BY MR. H.H. STEPHENS. IT IS 2 FEET NORTH OF A WHITE
 FE2382'WITNESS POST, 2 FEET NORTH OF A FENCE CORNER, 82 FEET EAST OF
 FE2382'THE SOUTHEAST CORNER OF A FRAME HOUSE, 117.5 FEET SOUTH OF THE CENTER
 FE2382'OF THE INTERSECTION OF A PAVED ROAD AND A DRIVEWAY
 FE2382'SOUTHWEST AND 15 FEET SOUTH OF THE CENTERLINE OF A DIRT DRIVEWAY. THE
 FE2382'MONUMENT IS FLUSH AND THE DISK IS STAMPED CONCORD 1958.
 FE2382'
 FE2382'REFERENCE MARK 1 IS 1 FOOT NORTH OF A FENCE CORNER, 20 FEET SOUTHEAST
 FE2382'OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND 76 FEET WEST OF A
 FE2382'WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2382'CONCORD NO 1 1958.
 FE2382'
 FE2382'THE AZIMUTH MARK IS 2 FEET SOUTHWEST OF A WHITE WITNESS POST, 1 FOOT
 FE2382'SOUTH OF A FENCE, 40 FEET NORTH OF THE CENTERLINE OF A
 FE2382'PAVED ROAD AND 69 FEET NORTHEAST OF THE CENTER OF A Y-INTERSECTION.
 FE2382'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CONCORD 1958.
 FE2382'
 FE2382'TT 24 1947 (TVA) IS 13 FEET EAST OF A 2 FOOT OAK TREE, 23 FEET
 FE2382'NORTHWEST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 30 FEET
 FE2382'SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY AND 35 FEET SOUTH OF THE
 FE2382'CENTERLINE OF A PAVED ROAD. IT IS A BRONZE DISK SET IN THE
 FE2382'TOP OF A PRECAST CONCRETE POST PROJECTING 8 INCHES AND STAMPED TT24
 FE2382'TVA 1947.
 FE2382'
 FE2382'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2431 ***********************************************************************
 GB2431  DESIGNATION -  CONGO
 GB2431  PID         -  GB2431
 GB2431  STATE/COUNTY-  TN/SMITH
 GB2431  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB2431
 GB2431                         *CURRENT SURVEY CONTROL
 GB2431  ___________________________________________________________________
 GB2431* NAD 83(1995)-  36 08 43.61457(N)    085 52 06.11119(W)     ADJUSTED  
 GB2431* NAVD 88     -       184.4    (meters)     605.     (feet)  VERTCON   
 GB2431  ___________________________________________________________________
 GB2431  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GB2431  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB2431
 GB2431  HORZ ORDER  -  SECOND
 GB2431
 GB2431.The horizontal coordinates were established by classical geodetic methods
 GB2431.and adjusted by the National Geodetic Survey in April 1999..
 GB2431
 GB2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2431
 GB2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2431
 GB2431.The geoid height was determined by GEOID03.
 GB2431
 GB2431;                    North         East     Units Scale Factor Converg.
 GB2431;SPC TN       -   201,061.737   611,846.494   MT  0.99996312   +0 04 37.4
 GB2431;SPC TN       -   659,650.05  2,007,366.37   sFT  0.99996312   +0 04 37.4
 GB2431;UTM  16      - 4,000,674.065   601,806.061   MT  0.99972770   +0 40 03.1
 GB2431
 GB2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2431!SPC TN       -   0.99997569  x   0.99996312  =   0.99993881
 GB2431!UTM  16      -   0.99997569  x   0.99972770  =   0.99970340
 GB2431
 GB2431|---------------------------------------------------------------------|
 GB2431| PID    Reference Object                     Distance      Geod. Az  |
 GB2431|                                                           dddmmss.s |
 GB2431| CG5135 CONGO RM 1                            8.559 METERS 01303     |
 GB2431| GB2432 HELM                                APPROX. 1.3 KM 0913119.5 |
 GB2431| CG5136 CONGO RM 2                           11.461 METERS 29733     |
 GB2431|---------------------------------------------------------------------|
 GB2431
 GB2431                          SUPERSEDED SURVEY CONTROL
 GB2431
 GB2431  NAD 83(1995)-  36 08 43.61691(N)    085 52 06.11521(W) AD(       ) 2
 GB2431  NAD 83(1995)-  36 08 43.61653(N)    085 52 06.11583(W) AD(       ) 2
 GB2431  NAD 83(1986)-  36 08 43.62671(N)    085 52 06.11116(W) AD(       ) 2
 GB2431  NAD 27      -  36 08 43.41030(N)    085 52 06.16500(W) AD(       ) 2
 GB2431  NGVD 29 (07/19/86)  184.5    (m)          605.     (f) VERT ANG       
 GB2431
 GB2431.Superseded values are not recommended for survey control.
 GB2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2431.See file dsdata.txt to determine how the superseded data were derived.
 GB2431
 GB2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0180600674(NAD 83)
 GB2431_MARKER: DS = TRIANGULATION STATION DISK
 GB2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2431
 GB2431  HISTORY     - Date     Condition        Report By
 GB2431  HISTORY     - 1960     MONUMENTED       CGS
 GB2431  HISTORY     - 1963     MARK NOT FOUND   CGS
 GB2431
 GB2431                          STATION DESCRIPTION
 GB2431
 GB2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2431'THE STATION IS LOCATED IN OPEN PASTURE LAND, ABOUT 4.5 MILES EAST OF
 GB2431'GORDONSVILLE, 1.5 MILES NORTHWEST OF LANCASTER, 1.0 MILE SOUTH OF
 GB2431'COVE SPRINGS AND ON PROPERTY OWNED BY THE KIRBY BROTHERS.
 GB2431'
 GB2431'TO REACH THE STATION FROM THE POST OFFICE IN GORDONSVILLE, GO EAST ON
 GB2431'STATE HIGHWAY 141 FOR 0.6 MILE TO A FORKS, TAKE THE LEFT FORK,
 GB2431'NORTHEAST, FOR 1.0 MILE TO A FORK. HERE TAKE THE RIGHT FORK, EAST,
 GB2431'CROSSING OVER THE CANEY FORK RIVER, FOR 1.0 MILE TO A FORK IN THE
 GB2431'VILLAGE OF STONEWALL. HERE TURN RIGHT, SOUTHEAST, FOR ABOUT 50 YARDS
 GB2431'TO A FORK, TAKE THE RIGHT FORK, SOUTHEAST, FOR 4.0 MILES TO A STORE
 GB2431'ON THE LEFT IN THE VILLAGE OF COVE SPRINGS. CONTINUE STRAIGHT AHEAD,
 GB2431'SOUTH, FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT,
 GB2431'SOUTHWEST, FOR 0.85 MILE TO A FORK, TAKE THE LEFT FORK, SOUTH,
 GB2431'FOR 0.25 MILE TO THE KIRBY FARM HOUSE ON THE LEFT AND A WOODEN GATE
 GB2431'STRAIGHT AHEAD. PASS THROUGH THIS GATE AND TURN RIGHT, NORTHERLY,
 GB2431'FOR 0.05 MILE TO THE STATION.
 GB2431'
 GB2431'STATION MARK IS 150 FEET SOUTH AND ABOUT 2 FEET LOWER THAN THE
 GB2431'HIGHEST PART OF THE HILL, AND 4.2 FEET SOUTH OF A WITNESS SIGN. THE
 GB2431'MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, FLUSH, AND
 GB2431'IS STAMPED CONGO 1960.
 GB2431'
 GB2431'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GB2431'POST, FLUSH, AND IS STAMPED CONGO NO 1 1960.
 GB2431'
 GB2431'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GB2431'POST, FLUSH, AND IS STAMPED CONGO NO 2 1960.
 GB2431'
 GB2431'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GB2431'40.9 FEET.
 GB2431'
 GB2431'TRAVERSE STATION HELM WILL SERVE AS THE AZIMUTH MARK.  SEE
 GB2431'DESCRIPTION THEREOF.
 GB2431'
 GB2431'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 GB2431
 GB2431                          STATION RECOVERY (1963)
 GB2431
 GB2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB2431'NO MARKS WERE RECOVERED.  LAND OWNER SAID HE HAD SEEN THE MONUMENTS
 GB2431'BEFORE CONSTRUCTION OF INTERSTATE 40 WAS COMPLETED.  THE MONUMENTS
 GB2431'APPARENTLY WERE DESTROYED WHEN THE HILL WAS SCRAPED FOR ROAD
 GB2431'CONSTRUCTION OF THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1706 ***********************************************************************
 GB1706  DESIGNATION -  CONLEY
 GB1706  PID         -  GB1706
 GB1706  STATE/COUNTY-  TN/PUTNAM
 GB1706  USGS QUAD   -  MONTEREY (1981)
 GB1706
 GB1706                         *CURRENT SURVEY CONTROL
 GB1706  ___________________________________________________________________
 GB1706* NAD 83(1995)-  36 07 47.47090(N)    085 21 25.01522(W)     ADJUSTED  
 GB1706* NAVD 88     -       555.927  (meters)    1823.90   (feet)  ADJUSTED  
 GB1706  ___________________________________________________________________
 GB1706  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 GB1706  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1706  DYNAMIC HT  -         555.417 (meters)    1822.23  (feet)  COMP
 GB1706  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB1706
 GB1706  HORZ ORDER  -  SECOND
 GB1706  VERT ORDER  -  SECOND    CLASS 0
 GB1706
 GB1706.The horizontal coordinates were established by classical geodetic methods
 GB1706.and adjusted by the National Geodetic Survey in April 1999..
 GB1706
 GB1706.The orthometric height was determined by differential leveling
 GB1706.and adjusted by the National Geodetic Survey in June 1991..
 GB1706
 GB1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1706
 GB1706.The geoid height was determined by GEOID03.
 GB1706
 GB1706.The dynamic height is computed by dividing the NAVD 88
 GB1706.geopotential number by the normal gravity value computed on the
 GB1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1706.degrees latitude (g = 980.6199 gals.).
 GB1706
 GB1706.The modeled gravity was interpolated from observed gravity values.
 GB1706
 GB1706;                    North         East     Units Scale Factor Converg.
 GB1706;SPC TN       -   199,513.499   657,882.045   MT  0.99996168   +0 22 35.3
 GB1706;SPC TN       -   654,570.54  2,158,401.34   sFT  0.99996168   +0 22 35.3
 GB1706;UTM  16      - 3,999,601.328   647,847.393   MT  0.99986934   +0 58 08.2
 GB1706
 GB1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1706!SPC TN       -   0.99991734  x   0.99996168  =   0.99987902
 GB1706!UTM  16      -   0.99991734  x   0.99986934  =   0.99978669
 GB1706
 GB1706:                Primary Azimuth Mark                     Grid Az
 GB1706:SPC TN       -  CONLEY AZ MK                             039 37 18.1
 GB1706:UTM  16      -  CONLEY AZ MK                             039 01 45.2
 GB1706
 GB1706|---------------------------------------------------------------------|
 GB1706| PID    Reference Object                     Distance      Geod. Az  |
 GB1706|                                                           dddmmss.s |
 GB1706| GB1708 CONLEY AZ MK                                       0395953.4 |
 GB1706| GB2388 MONTEREY MUNICIPAL TANK             APPROX. 8.3 KM 0761757.4 |
 GB1706| GB2387 MONTEREY LOOKOUT TOWER NC 7         APPROX. 5.8 KM 0941421.8 |
 GB1706| GB1707 CONLEY RM 1                          24.850 METERS 14158     |
 GB1706| GB1705 CONLEY RM 2                          23.823 METERS 24727     |
 GB1706| GB1689 CLOVER                              APPROX. 8.5 KM 2730631.1 |
 GB1706|---------------------------------------------------------------------|
 GB1706
 GB1706                          SUPERSEDED SURVEY CONTROL
 GB1706
 GB1706  NAD 83(1995)-  36 07 47.47376(N)    085 21 25.01699(W) AD(       ) 2
 GB1706  NAD 83(1995)-  36 07 47.47676(N)    085 21 25.01814(W) AD(       ) 2
 GB1706  NAD 83(1986)-  36 07 47.48338(N)    085 21 25.01728(W) AD(       ) 2
 GB1706  NAD 27      -  36 07 47.25650(N)    085 21 25.10630(W) AD(       ) 2
 GB1706  NGVD 29 (??/??/92)  555.962  (m)         1824.02   (f) ADJ UNCH    2 0
 GB1706
 GB1706.Superseded values are not recommended for survey control.
 GB1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1706.See file dsdata.txt to determine how the superseded data were derived.
 GB1706
 GB1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE4784799601(NAD 83)
 GB1706_MARKER: DE = TRAVERSE STATION DISK
 GB1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1706_STAMPING: CONLEY 1960
 GB1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1706+STABILITY: SURFACE MOTION
 GB1706
 GB1706  HISTORY     - Date     Condition        Report By
 GB1706  HISTORY     - 1960     MONUMENTED       CGS
 GB1706  HISTORY     - 1960     GOOD             CGS
 GB1706
 GB1706                          STATION DESCRIPTION
 GB1706
 GB1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1706'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF MONTEREY AND ON
 GB1706'PROPERTY OWNED BY MR. WADE CONLEY.
 GB1706'
 GB1706'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 N AND
 GB1706'STATE HIGHWAY 84 IN THE SOUTHWEST PART OF MONTEREY, GO WEST ON U. S.
 GB1706'HIGHWAY 70 N FOR 4.4 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN
 GB1706'SAND INC., TURN RIGHT, NORTHWEST, FOR 0.2 MILE TO A SIDE ROAD ON
 GB1706'THE RIGHT, TURN RIGHT, WESTERLY, FOR 0.7 MILE TO THE AZIMUTH MARK ON
 GB1706'THE RIGHT, CONTINUE STRAIGHT AHEAD, SOUTHWEST, FOR 0.15 MILE TO
 GB1706'THE STATION ON THE RIGHT.
 GB1706'
 GB1706'STATION MARK IS 39 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 2.8
 GB1706'FEET SOUTHEAST OF A WITNESS SIGN.  THE MARK IS A STANDARD DISK
 GB1706'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CONLEY 1960.
 GB1706'
 GB1706'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE CENTER OF THE PAVED ROAD
 GB1706'AND 5 FEET EAST OF A POWERLINE POLE.  THE MARK IS A STANDARD DISK
 GB1706'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CONLEY NO 1 1960.
 GB1706'
 GB1706'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE CENTER OF THE PAVED
 GB1706'ROAD.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET
 GB1706'FLUSH, AND IS STAMPED CONLEY NO 2 1960.
 GB1706'
 GB1706'AZIMUTH MARK IS 41 FEET NORTH OF A POWERLINE POLE, 18 FEET WEST OF
 GB1706'THE CENTER OF THE PAVED ROAD AND 1.8 FEET NORTH OF A WITNESS
 GB1706'SIGN.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH,
 GB1706'AND IS STAMPED CONLEY 1960.
 GB1706'
 GB1706'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 GB1706
 GB1706                          STATION RECOVERY (1960)
 GB1706
 GB1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1706'5.8 MI W FROM MONTEREY.
 GB1706'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1706'STATE HIGHWAY 84, THEN 4.5 MILES WEST ON U.S. HIGHWAY 70N, THEN
 GB1706'0.2 MILE WEST AND SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THEN
 GB1706'0.85 MILE WEST ON A PAVED ROAD.  THE STATION MARK IS 39 FT. NORTH
 GB1706'OF THE CENTER OF THE PAVED ROAD AND 2.8 FT. SOUTHEAST OF A
 GB1706'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GB1706'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1708 ***********************************************************************
 GB1708  DESIGNATION -  CONLEY AZ MK
 GB1708  PID         -  GB1708
 GB1708  STATE/COUNTY-  TN/PUTNAM
 GB1708  USGS QUAD   -  MONTEREY (1981)
 GB1708
 GB1708                         *CURRENT SURVEY CONTROL
 GB1708  ___________________________________________________________________
 GB1708* NAD 83(1986)-  36 07 53.     (N)    085 21 21.     (W)     SCALED    
 GB1708* NAVD 88     -       557.284  (meters)    1828.36   (feet)  ADJUSTED  
 GB1708  ___________________________________________________________________
 GB1708  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB1708  DYNAMIC HT  -         556.772 (meters)    1826.68  (feet)  COMP
 GB1708  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 GB1708
 GB1708  VERT ORDER  -  SECOND    CLASS 0
 GB1708
 GB1708.The horizontal coordinates were scaled from a topographic map and have
 GB1708.an estimated accuracy of +/- 6 seconds.
 GB1708
 GB1708.The orthometric height was determined by differential leveling
 GB1708.and adjusted by the National Geodetic Survey in June 1991..
 GB1708
 GB1708.The geoid height was determined by GEOID03.
 GB1708
 GB1708.The dynamic height is computed by dividing the NAVD 88
 GB1708.geopotential number by the normal gravity value computed on the
 GB1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1708.degrees latitude (g = 980.6199 gals.).
 GB1708
 GB1708.The modeled gravity was interpolated from observed gravity values.
 GB1708
 GB1708;                    North         East    Units  Estimated Accuracy
 GB1708;SPC TN       -   199,690.      657,980.      MT  (+/- 180 meters Scaled)
 GB1708
 GB1708                          SUPERSEDED SURVEY CONTROL
 GB1708
 GB1708  NGVD 29 (??/??/92)  557.319  (m)         1828.47   (f) ADJ UNCH    2 0
 GB1708
 GB1708.Superseded values are not recommended for survey control.
 GB1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1708.See file dsdata.txt to determine how the superseded data were derived.
 GB1708
 GB1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE479997(NAD 83)
 GB1708_MARKER: DZ = AZIMUTH MARK DISK
 GB1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1708_STAMPING: CONLEY 1960
 GB1708_MARK LOGO: CGS   
 GB1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1708+STABILITY: SURFACE MOTION
 GB1708
 GB1708  HISTORY     - Date     Condition        Report By
 GB1708  HISTORY     - 1960     MONUMENTED       CGS
 GB1708
 GB1708                          STATION DESCRIPTION
 GB1708
 GB1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1708'5.6 MI W FROM MONTEREY.
 GB1708'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1708'STATE HIGHWAY 84, THEN 4.5 MILES WEST ON U.S. HIGHWAY 70N, THEN
 GB1708'0.2 MILE WEST AND SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THEN
 GB1708'0.7 MILE WEST ON A PAVED ROAD.  THE AZIMUTH MARK IS 41 FT. NORTH
 GB1708'OF A POWER LINE POLE, 18 FT. WEST OF THE CENTER OF THE PAVED ROAD
 GB1708'AND 1.8 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB1708'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1707 ***********************************************************************
 GB1707  DESIGNATION -  CONLEY RM 1
 GB1707  PID         -  GB1707
 GB1707  STATE/COUNTY-  TN/PUTNAM
 GB1707  USGS QUAD   -  MONTEREY (1981)
 GB1707
 GB1707                         *CURRENT SURVEY CONTROL
 GB1707  ___________________________________________________________________
 GB1707* NAD 83(1986)-  36 07 47.     (N)    085 21 25.     (W)     SCALED    
 GB1707* NAVD 88     -       558.029  (meters)    1830.80   (feet)  ADJUSTED  
 GB1707  ___________________________________________________________________
 GB1707  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1707  DYNAMIC HT  -         557.517 (meters)    1829.12  (feet)  COMP
 GB1707  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB1707
 GB1707  VERT ORDER  -  SECOND    CLASS 0
 GB1707
 GB1707.The horizontal coordinates were scaled from a topographic map and have
 GB1707.an estimated accuracy of +/- 6 seconds.
 GB1707
 GB1707.The orthometric height was determined by differential leveling
 GB1707.and adjusted by the National Geodetic Survey in June 1991..
 GB1707
 GB1707.The geoid height was determined by GEOID03.
 GB1707
 GB1707.The dynamic height is computed by dividing the NAVD 88
 GB1707.geopotential number by the normal gravity value computed on the
 GB1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1707.degrees latitude (g = 980.6199 gals.).
 GB1707
 GB1707.The modeled gravity was interpolated from observed gravity values.
 GB1707
 GB1707;                    North         East    Units  Estimated Accuracy
 GB1707;SPC TN       -   199,500.      657,880.      MT  (+/- 180 meters Scaled)
 GB1707
 GB1707                          SUPERSEDED SURVEY CONTROL
 GB1707
 GB1707  NGVD 29 (??/??/92)  558.065  (m)         1830.92   (f) ADJ UNCH    2 0
 GB1707
 GB1707.Superseded values are not recommended for survey control.
 GB1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1707.See file dsdata.txt to determine how the superseded data were derived.
 GB1707
 GB1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE478995(NAD 83)
 GB1707_MARKER: DR = REFERENCE MARK DISK
 GB1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1707_STAMPING: CONLEY NO 1 1960
 GB1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1707+STABILITY: SURFACE MOTION
 GB1707
 GB1707  HISTORY     - Date     Condition        Report By
 GB1707  HISTORY     - 1960     MONUMENTED       CGS
 GB1707
 GB1707                          STATION DESCRIPTION
 GB1707
 GB1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1707'5.8 MI W FROM MONTEREY.
 GB1707'THIS MARK IS LOCATED AT THE CONLEY 1960 STATION SITE, 81.5 FT.
 GB1707'SOUTHEAST OF THE STATION MARK, 33 FT. SOUTH OF THE CENTER OF THE
 GB1707'PAVED ROAD AND 2.8 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS
 GB1707'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 GB1707'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1705 ***********************************************************************
 GB1705  DESIGNATION -  CONLEY RM 2
 GB1705  PID         -  GB1705
 GB1705  STATE/COUNTY-  TN/PUTNAM
 GB1705  USGS QUAD   -  MONTEREY (1981)
 GB1705
 GB1705                         *CURRENT SURVEY CONTROL
 GB1705  ___________________________________________________________________
 GB1705* NAD 83(1986)-  36 07 47.     (N)    085 21 25.     (W)     SCALED    
 GB1705* NAVD 88     -       556.056  (meters)    1824.33   (feet)  ADJUSTED  
 GB1705  ___________________________________________________________________
 GB1705  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1705  DYNAMIC HT  -         555.546 (meters)    1822.65  (feet)  COMP
 GB1705  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB1705
 GB1705  VERT ORDER  -  SECOND    CLASS 0
 GB1705
 GB1705.The horizontal coordinates were scaled from a topographic map and have
 GB1705.an estimated accuracy of +/- 6 seconds.
 GB1705
 GB1705.The orthometric height was determined by differential leveling
 GB1705.and adjusted by the National Geodetic Survey in June 1991..
 GB1705
 GB1705.The geoid height was determined by GEOID03.
 GB1705
 GB1705.The dynamic height is computed by dividing the NAVD 88
 GB1705.geopotential number by the normal gravity value computed on the
 GB1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1705.degrees latitude (g = 980.6199 gals.).
 GB1705
 GB1705.The modeled gravity was interpolated from observed gravity values.
 GB1705
 GB1705;                    North         East    Units  Estimated Accuracy
 GB1705;SPC TN       -   199,500.      657,880.      MT  (+/- 180 meters Scaled)
 GB1705
 GB1705                          SUPERSEDED SURVEY CONTROL
 GB1705
 GB1705  NGVD 29 (??/??/92)  556.092  (m)         1824.45   (f) ADJ UNCH    2 0
 GB1705
 GB1705.Superseded values are not recommended for survey control.
 GB1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1705.See file dsdata.txt to determine how the superseded data were derived.
 GB1705
 GB1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE478995(NAD 83)
 GB1705_MARKER: DR = REFERENCE MARK DISK
 GB1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1705_STAMPING: CONLEY NO 2 1960
 GB1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1705+STABILITY: SURFACE MOTION
 GB1705
 GB1705  HISTORY     - Date     Condition        Report By
 GB1705  HISTORY     - 1960     MONUMENTED       CGS
 GB1705
 GB1705                          STATION DESCRIPTION
 GB1705
 GB1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1705'5.8 MI W FROM MONTEREY.
 GB1705'THIS MARK IS LOCATED AT THE CONLEY 1960 STATION SITE, 78 FT. WEST
 GB1705'OF THE STATION MARK, 24 FT. NORTH OF THE CENTER OF THE PAVED
 GB1705'ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GB1705'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0431 ***********************************************************************
 FF0431  DESIGNATION -  CONNAH
 FF0431  PID         -  FF0431
 FF0431  STATE/COUNTY-  TN/SHELBY
 FF0431  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0431
 FF0431                         *CURRENT SURVEY CONTROL
 FF0431  ___________________________________________________________________
 FF0431* NAD 83(1995)-  35 04 36.68331(N)    090 03 29.23287(W)     ADJUSTED  
 FF0431* NAVD 88     -        73.595  (meters)     241.45   (feet)  ADJUSTED  
 FF0431  ___________________________________________________________________
 FF0431  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FF0431  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0431  DYNAMIC HT  -          73.527 (meters)     241.23  (feet)  COMP
 FF0431  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FF0431
 FF0431  HORZ ORDER  -  SECOND
 FF0431  VERT ORDER  -  FIRST     CLASS I
 FF0431
 FF0431.The horizontal coordinates were established by classical geodetic methods
 FF0431.and adjusted by the National Geodetic Survey in April 1999..
 FF0431
 FF0431.The orthometric height was determined by differential leveling
 FF0431.and adjusted by the National Geodetic Survey in July 1994..
 FF0431.WARNING-Repeat measurements at this control monument indicate possible
 FF0431.vertical movement.
 FF0431
 FF0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0431
 FF0431.The geoid height was determined by GEOID03.
 FF0431
 FF0431.The dynamic height is computed by dividing the NAVD 88
 FF0431.geopotential number by the normal gravity value computed on the
 FF0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0431.degrees latitude (g = 980.6199 gals.).
 FF0431
 FF0431.The modeled gravity was interpolated from observed gravity values.
 FF0431
 FF0431;                    North         East     Units Scale Factor Converg.
 FF0431;SPC TN       -    90,167.620   229,981.430   MT  1.00003507   -2 22 32.8
 FF0431;SPC TN       -   295,824.93    754,530.74   sFT  1.00003507   -2 22 32.8
 FF0431;SPC AR N     -    84,234.113   577,088.808   MT  0.99997488   +1 07 47.9
 FF0431;SPC AR N     -   276,358.09  1,893,332.20   sFT  0.99997488   +1 07 47.9
 FF0431;UTM  15      - 3,885,525.743   768,240.482   MT  1.00048687   +1 41 29.9
 FF0431;UTM  16      - 3,885,845.056   221,157.339   MT  1.00055838   -1 45 30.8
 FF0431
 FF0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0431!SPC TN       -   0.99999273  x   1.00003507  =   1.00002780
 FF0431!SPC AR N     -   0.99999273  x   0.99997488  =   0.99996761
 FF0431!UTM  15      -   0.99999273  x   1.00048687  =   1.00047960
 FF0431!UTM  16      -   0.99999273  x   1.00055838  =   1.00055111
 FF0431
 FF0431|---------------------------------------------------------------------|
 FF0431| PID    Reference Object                     Distance      Geod. Az  |
 FF0431|                                                           dddmmss.s |
 FF0431| FF0433 CONNAH RM 1                          11.121 METERS 01310     |
 FF0431| FF0430 CONNAH RM 2                          10.728 METERS 10510     |
 FF0431| FF0434 TS K 1                              APPROX. 1.0 KM 2773438.5 |
 FF0431|---------------------------------------------------------------------|
 FF0431
 FF0431                          SUPERSEDED SURVEY CONTROL
 FF0431
 FF0431  NAD 83(1995)-  35 04 36.68544(N)    090 03 29.23260(W) AD(       ) 2
 FF0431  NAD 83(1995)-  35 04 36.68933(N)    090 03 29.23299(W) AD(       ) 2
 FF0431  NAD 83(1986)-  35 04 36.69331(N)    090 03 29.23406(W) AD(       ) 2
 FF0431  NAD 27      -  35 04 36.36370(N)    090 03 28.90050(W) AD(       ) 2
 FF0431  NAVD 88 (06/15/91)   73.598  (m)          241.46   (f) UNKNOWN     1 1
 FF0431  NGVD 29 (??/??/??)   73.576  (m)          241.39   (f) ADJUSTED    1 1
 FF0431
 FF0431.Superseded values are not recommended for survey control.
 FF0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0431.See file dsdata.txt to determine how the superseded data were derived.
 FF0431
 FF0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6824085526(NAD 83)
 FF0431_MARKER: DS = TRIANGULATION STATION DISK
 FF0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0431_SP_SET: CONCRETE POST
 FF0431_STAMPING: CONNAH 1956
 FF0431_MARK LOGO: CGS   
 FF0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0431+STABILITY: SURFACE MOTION
 FF0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0431+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0431
 FF0431  HISTORY     - Date     Condition        Report By
 FF0431  HISTORY     - 1959     MONUMENTED       CGS
 FF0431  HISTORY     - 1959     GOOD             CGS
 FF0431  HISTORY     - 1974     GOOD             NGS
 FF0431  HISTORY     - 1976     GOOD             NGS
 FF0431  HISTORY     - 19911112 GOOD             NGS
 FF0431  HISTORY     - 19950311 GOOD             TN1620
 FF0431  HISTORY     - 20021028 GOOD             USACE
 FF0431
 FF0431                          STATION DESCRIPTION
 FF0431
 FF0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0431'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF THE DOWNTOWN
 FF0431'SECTION OF MEMPHIS, 5.0 MILES NORTH-NORTHWEST OF WHITEHAVEN,
 FF0431'0.05 MILE NORTH OF NONCONNAH CREEK, AND ABOUT 200 FEET EAST
 FF0431'OF THE EAST EDGE OF THE NONCONNAH CREEK PUMPING STATION.  IT IS
 FF0431'ON THE TOP OF A LEVEE AND IS 100 FEET WEST OF THE APPROXIMATE
 FF0431'CENTER OF U.S. HIGHWAY 61, 48 FEET SOUTH OF A PAVED ROAD AND 27
 FF0431'FEET SOUTH OF THE SOUTHEAST EDGE OF A SIGN NONCONNAH CREEK
 FF0431'PUMPING STATION.
 FF0431'
 FF0431'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0431'CONNAH 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0431'MONUMENT THAT IS FLUSH WITH THE GROUND.
 FF0431'
 FF0431'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION
 FF0431'DISK STAMPED CONNAH 1959 IS SET ABOUT 30 INCHES BELOW THE
 FF0431'SURFACE OF THE GROUND.
 FF0431'
 FF0431'REFERENCE MARK 1, A STANDARD DISK STAMPED CONNAH NO 1 1959,
 FF0431'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0431'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 12
 FF0431'FEET SOUTH OF THE APPROXIMATE CENTER OF A PAVED ROAD AND 1
 FF0431'FOOT NORTHWEST OF THE NORTHWEST CORNER OF A SIGN.
 FF0431'
 FF0431'REFERENCE MARK 2, A STANDARD DISK STAMPED CONNAH NO 2 1959,
 FF0431'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 FF0431'SET FLUSH WITH THE GROUND.  IT IS 65 FEET WEST OF THE APPROXIMATE
 FF0431'CENTER OF U.S. HIGHWAY 61 AND 35 FEET SOUTHEAST OF THE SOUTHEAST
 FF0431'EDGE OF A SIGN.
 FF0431'
 FF0431'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 FF0431'
 FF0431'TRIANGULATION STATION TS KL CAN BE USED FOR AN AZIMUTH.
 FF0431
 FF0431                          STATION RECOVERY (1959)
 FF0431
 FF0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0431'0.2 MI S FROM MEMPHIS.
 FF0431'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 61 (SOUTH THIRD STREET)
 FF0431'FROM INTERSTATE 55 UNDERPASS AT MEMPHIS, 241 FEET EAST OF THE
 FF0431'EAST WALL OF THE NONCONNAH PUMPING STATION, 76 FEET WEST OF THE
 FF0431'WEST CONCRETE CURBLINE OF THE WEST LANE OF U.S. HIGHWAY 61,
 FF0431'68 FEET WEST OF A CHAIN LINK FENCE, 22 FEET SOUTH OF THE
 FF0431'CENTER LINE OF A NARROW ASPHALT ROAD, ON TOP OF A NARROW DIRT
 FF0431'LEVEE, 4 FEET ABOVE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 FF0431'CONCRETE POST FLUSH WITH THE GROUND.
 FF0431
 FF0431                          STATION RECOVERY (1974)
 FF0431
 FF0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 FF0431'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FF0431'
 FF0431'RM 1 AND RM 2 WAS NOT RECOVERED AT THIS TIME.
 FF0431'
 FF0431'TRIANGULATION STATION TS K1 WAS NOT VISITED BY THIS PARTY.
 FF0431'
 FF0431'THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE AS
 FF0431'DESCRIBED IN QUAD 350902 STATION 1012 DATED OCTOBER 1959.
 FF0431'
 FF0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF0431'ABOUT 5 MILES SOUTH OF THE DOWNTOWN SECTION OF MEMPHIS.
 FF0431
 FF0431                          STATION RECOVERY (1976)
 FF0431
 FF0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0431'RECOVERED IN GOOD CONDITION.
 FF0431
 FF0431                          STATION RECOVERY (1991)
 FF0431
 FF0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0431'0.3 KM (0.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF
 FF0431'INTERSTATE HIGHWAY 55 IN MEMPHIS, 73.4 M (240.8 FT) EAST OF THE EAST
 FF0431'FACE OF THE NONCONNAH CREEK PUMPING STATION, 30.7 M (100.7 FT) WEST
 FF0431'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 18.2 M
 FF0431'(59.7 FT) NORTHWEST OF A UTILITY POLE, 6.0 M (19.7 FT) SOUTH OF THE
 FF0431'CENTER OF THE PUMPING STATION ENTRANCE ROAD, 1.3 M (4.3 FT) ABOVE THE
 FF0431'LEVEL OF THE HIGHWAY, AND NEAR THE CENTER OF THREE METAL PIPES.
 FF0431
 FF0431                          STATION RECOVERY (1995)
 FF0431
 FF0431'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0431'RECOVERED IN GOOD CONDITION.
 FF0431
 FF0431                          STATION RECOVERY (2002)
 FF0431
 FF0431'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0431'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0433 ***********************************************************************
 FF0433  DESIGNATION -  CONNAH RM 1
 FF0433  PID         -  FF0433
 FF0433  STATE/COUNTY-  TN/SHELBY
 FF0433  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0433
 FF0433                         *CURRENT SURVEY CONTROL
 FF0433  ___________________________________________________________________
 FF0433* NAD 83(1986)-  35 04 36.     (N)    090 03 28.     (W)     SCALED    
 FF0433* NAVD 88     -        72.276  (meters)     237.13   (feet)  ADJUSTED  
 FF0433  ___________________________________________________________________
 FF0433  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0433  DYNAMIC HT  -          72.210 (meters)     236.91  (feet)  COMP
 FF0433  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FF0433
 FF0433  VERT ORDER  -  SECOND    CLASS 0
 FF0433
 FF0433.The horizontal coordinates were scaled from a topographic map and have
 FF0433.an estimated accuracy of +/- 6 seconds.
 FF0433
 FF0433.The orthometric height was determined by differential leveling
 FF0433.and adjusted by the National Geodetic Survey in June 1991..
 FF0433
 FF0433.The geoid height was determined by GEOID03.
 FF0433
 FF0433.The dynamic height is computed by dividing the NAVD 88
 FF0433.geopotential number by the normal gravity value computed on the
 FF0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0433.degrees latitude (g = 980.6199 gals.).
 FF0433
 FF0433.The modeled gravity was interpolated from observed gravity values.
 FF0433
 FF0433;                    North         East    Units  Estimated Accuracy
 FF0433;SPC TN       -    90,150.      230,010.      MT  (+/- 180 meters Scaled)
 FF0433
 FF0433                          SUPERSEDED SURVEY CONTROL
 FF0433
 FF0433  NGVD 29 (??/??/??)   72.245  (m)          237.02   (f) ADJUSTED    2 0
 FF0433
 FF0433.Superseded values are not recommended for survey control.
 FF0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0433.See file dsdata.txt to determine how the superseded data were derived.
 FF0433
 FF0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU682855(NAD 83)
 FF0433_MARKER: DR = REFERENCE MARK DISK
 FF0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0433_STAMPING: CONNAH NO 1 1959
 FF0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0433+STABILITY: SURFACE MOTION
 FF0433
 FF0433  HISTORY     - Date     Condition        Report By
 FF0433  HISTORY     - 1959     MONUMENTED       CGS
 FF0433  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0433
 FF0433                          STATION DESCRIPTION
 FF0433
 FF0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0433'IN MEMPHIS.
 FF0433'THIS MARK IS LOCATED AT THE STATION SITE, 36.5 FT. NORTH OF THE
 FF0433'STATION MARK, 12 FT. SOUTH OF THE CENTER OF A PAVED ROAD, 1 FT.
 FF0433'NORTHWEST OF THE NORTHWEST CORNER OF A SIGN, A DISK SET IN TOP
 FF0433'OF A CONCRETE POST PROJECTING 2 INCHES.
 FF0433
 FF0433                          STATION RECOVERY (1974)
 FF0433
 FF0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0430 ***********************************************************************
 FF0430  DESIGNATION -  CONNAH RM 2
 FF0430  PID         -  FF0430
 FF0430  STATE/COUNTY-  TN/SHELBY
 FF0430  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0430
 FF0430                         *CURRENT SURVEY CONTROL
 FF0430  ___________________________________________________________________
 FF0430* NAD 83(1986)-  35 04 36.     (N)    090 03 28.     (W)     SCALED    
 FF0430* NAVD 88     -        73.511  (meters)     241.18   (feet)  ADJUSTED  
 FF0430  ___________________________________________________________________
 FF0430  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0430  DYNAMIC HT  -          73.444 (meters)     240.96  (feet)  COMP
 FF0430  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FF0430
 FF0430  VERT ORDER  -  SECOND    CLASS 0
 FF0430
 FF0430.The horizontal coordinates were scaled from a topographic map and have
 FF0430.an estimated accuracy of +/- 6 seconds.
 FF0430
 FF0430.The orthometric height was determined by differential leveling
 FF0430.and adjusted by the National Geodetic Survey in June 1991..
 FF0430
 FF0430.The geoid height was determined by GEOID03.
 FF0430
 FF0430.The dynamic height is computed by dividing the NAVD 88
 FF0430.geopotential number by the normal gravity value computed on the
 FF0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0430.degrees latitude (g = 980.6199 gals.).
 FF0430
 FF0430.The modeled gravity was interpolated from observed gravity values.
 FF0430
 FF0430;                    North         East    Units  Estimated Accuracy
 FF0430;SPC TN       -    90,150.      230,010.      MT  (+/- 180 meters Scaled)
 FF0430
 FF0430                          SUPERSEDED SURVEY CONTROL
 FF0430
 FF0430  NGVD 29 (??/??/??)   73.479  (m)          241.07   (f) ADJUSTED    2 0
 FF0430
 FF0430.Superseded values are not recommended for survey control.
 FF0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0430.See file dsdata.txt to determine how the superseded data were derived.
 FF0430
 FF0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU682855(NAD 83)
 FF0430_MARKER: DR = REFERENCE MARK DISK
 FF0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0430_STAMPING: CONNAH NO 2 1959
 FF0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0430+STABILITY: SURFACE MOTION
 FF0430
 FF0430  HISTORY     - Date     Condition        Report By
 FF0430  HISTORY     - 1959     MONUMENTED       CGS
 FF0430  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0430
 FF0430                          STATION DESCRIPTION
 FF0430
 FF0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0430'IN MEMPHIS.
 FF0430'THIS MARK IS LOCATED AT THE STATION SITE, 35.2 FT. EAST OF THE
 FF0430'STATION MARK, 65 FT. WEST OF THE CENTER OF U.S. HIGHWAY 61, 35
 FF0430'FT. SOUTHEAST OF THE SOUTHEAST EDGE OF A SIGN, A DISK SET IN
 FF0430'TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 FF0430
 FF0430                          STATION RECOVERY (1974)
 FF0430
 FF0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2444 ***********************************************************************
 FE2444  DESIGNATION -  CONNER
 FE2444  PID         -  FE2444
 FE2444  STATE/COUNTY-  TN/LAUDERDALE
 FE2444  USGS QUAD   -  DURHAMVILLE (1981)
 FE2444
 FE2444                         *CURRENT SURVEY CONTROL
 FE2444  ___________________________________________________________________
 FE2444* NAD 83(1995)-  35 43 50.32317(N)    089 27 29.39395(W)     ADJUSTED  
 FE2444* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 FE2444  ___________________________________________________________________
 FE2444  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 FE2444  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2444
 FE2444  HORZ ORDER  -  THIRD
 FE2444
 FE2444.The horizontal coordinates were established by classical geodetic methods
 FE2444.and adjusted by the National Geodetic Survey in April 1999..
 FE2444
 FE2444.The orthometric height was scaled from a topographic map.
 FE2444
 FE2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2444
 FE2444.The geoid height was determined by GEOID03.
 FE2444
 FE2444;                    North         East     Units Scale Factor Converg.
 FE2444;SPC TN       -   160,556.865   287,222.982   MT  0.99995002   -2 01 28.4
 FE2444;SPC TN       -   526,760.31    942,330.73   sFT  0.99995002   -2 01 28.4
 FE2444;UTM  16      - 3,956,859.811   277,678.629   MT  1.00020911   -1 26 09.9
 FE2444
 FE2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2444!SPC TN       -   0.99998143  x   0.99995002  =   0.99993145
 FE2444!UTM  16      -   0.99998143  x   1.00020911  =   1.00019053
 FE2444
 FE2444|---------------------------------------------------------------------|
 FE2444| PID    Reference Object                     Distance      Geod. Az  |
 FE2444|                                                           dddmmss.s |
 FE2444| CG3833 CONNER RM 1                           9.548 METERS 02526     |
 FE2444| CG3832 CONNER AZ MK                                       1313453.9 |
 FE2444| CG3834 CONNER RM 2                           7.977 METERS 19516     |
 FE2444| FE2632 RIPLEY MUNICIPAL TANK               APPROX. 6.6 KM 2842006.7 |
 FE2444|---------------------------------------------------------------------|
 FE2444
 FE2444                          SUPERSEDED SURVEY CONTROL
 FE2444
 FE2444  NAD 83(1995)-  35 43 50.32912(N)    089 27 29.39539(W) AD(       ) 3
 FE2444  NAD 83(1986)-  35 43 50.33418(N)    089 27 29.39475(W) AD(       ) 3
 FE2444  NAD 27      -  35 43 50.05420(N)    089 27 29.12920(W) AD(       ) 3
 FE2444
 FE2444.Superseded values are not recommended for survey control.
 FE2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2444.See file dsdata.txt to determine how the superseded data were derived.
 FE2444
 FE2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7767956860(NAD 83)
 FE2444_MARKER: DS = TRIANGULATION STATION DISK
 FE2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2444
 FE2444  HISTORY     - Date     Condition        Report By
 FE2444  HISTORY     - 1958     MONUMENTED       CGS
 FE2444
 FE2444                          STATION DESCRIPTION
 FE2444
 FE2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2444'THE STATION IS ABOUT 4 MILES EAST OF RIPLEY AND 3.5 MILES NORTHWEST
 FE2444'OF THE VILLAGE OF NUTBUSH ON A HIGH HILL. IT IS ON PROPERTY OWNED
 FE2444'BY MR. ROGER BELTON. IT IS 58 FEET SOUTH OF A 16 INCH CEDAR TREE, 54
 FE2444'FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 9 FEET SOUTHEAST OF A
 FE2444'POWER LINE POLE, 4 FEET NORTHWEST OF A WHITE WITNESS POST AND 4 FEET
 FE2444'WEST OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2444'STAMPED CONNER 1958.
 FE2444'
 FE2444'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FE2444'SQUARE IN RIPLEY, GO EAST ON STATE HIGHWAY 19 FOR 4.7 MILES TO A
 FE2444'GRAVELED SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON THE GRAVELED ROAD
 FE2444'FOR 1.35 MILES TO A GRAVELED CROSSROAD*. CONTINUE STRAIGHT AHEAD
 FE2444'(NORTH) ON A GRADED DIRT ROAD FOR 0.05 MILE TO THE STATION ON THE
 FE2444'RIGHT.
 FE2444'
 FE2444'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON THE GRAVELED
 FE2444'ROAD FOR 0.3 MILE TO THE AZIMUTH ON THE RIGHT, SOUTH SIDE OF THE
 FE2444'ROAD.
 FE2444'
 FE2444'REFERENCE MARK 1 IS 32 FEET SOUTH OF THE 16 INCH CEDAR TREE, 61 FEET
 FE2444'EAST OF THE CENTERLINE OF A DIRT ROAD, 30 FEET NORTH OF A WHITE
 FE2444'WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE. THE MONUMENT IS FLUSH
 FE2444'AND THE DISK IS STAMPED CONNER NO 1 1958.
 FE2444'
 FE2444'REFERENCE MARK 2 IS 48 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD,
 FE2444'26 FEET SOUTH OF A WHITE WITNESS POST, 19 FEET NORTH OF A FENCE
 FE2444'CORNER AND 1 FOOT WEST OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE
 FE2444'DISK IS STAMPED CONNER NO 2 1958.
 FE2444'
 FE2444'THE AZIMUTH MARK IS 64 FEET SOUTH OF A 50 INCH OAK TREE, 20 FEET
 FE2444'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT NORTH OF A
 FE2444'WIRE FENCE AND 2 FEET WEST OF A WHITE WITNESS POST. THE MONUMENT
 FE2444'PROJECTS 3 INCHES AND THE DISK IS STAMPED CONNER 1958.
 FE2444'
 FE2444'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2530 ***********************************************************************
 GA2530  DESIGNATION -  COOK
 GA2530  PID         -  GA2530
 GA2530  STATE/COUNTY-  TN/UNION
 GA2530  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2530
 GA2530                         *CURRENT SURVEY CONTROL
 GA2530  ___________________________________________________________________
 GA2530* NAD 83(1995)-  36 16 29.52719(N)    083 45 55.60917(W)     ADJUSTED  
 GA2530* NAVD 88     -       496.428  (meters)    1628.70   (feet)  ADJUSTED  
 GA2530  ___________________________________________________________________
 GA2530  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GA2530  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2530  DYNAMIC HT  -         495.970 (meters)    1627.19  (feet)  COMP
 GA2530  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 GA2530
 GA2530  HORZ ORDER  -  SECOND
 GA2530  VERT ORDER  -  SECOND    CLASS 0
 GA2530
 GA2530.The horizontal coordinates were established by classical geodetic methods
 GA2530.and adjusted by the National Geodetic Survey in April 1999..
 GA2530
 GA2530.The orthometric height was determined by differential leveling
 GA2530.and adjusted by the National Geodetic Survey in June 1991..
 GA2530
 GA2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2530
 GA2530.The geoid height was determined by GEOID03.
 GA2530
 GA2530.The dynamic height is computed by dividing the NAVD 88
 GA2530.geopotential number by the normal gravity value computed on the
 GA2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2530.degrees latitude (g = 980.6199 gals.).
 GA2530
 GA2530.The modeled gravity was interpolated from observed gravity values.
 GA2530
 GA2530;                    North         East     Units Scale Factor Converg.
 GA2530;SPC TN       -   217,706.098   800,752.185   MT  0.99997792   +1 18 29.5
 GA2530;SPC TN       -   714,257.42  2,627,134.46   sFT  0.99997792   +1 18 29.5
 GA2530;UTM  17      - 4,017,984.566   251,595.457   MT  1.00036034   -1 38 13.3
 GA2530
 GA2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2530!SPC TN       -   0.99992691  x   0.99997792  =   0.99990483
 GA2530!UTM  17      -   0.99992691  x   1.00036034  =   1.00028723
 GA2530
 GA2530|---------------------------------------------------------------------|
 GA2530| PID    Reference Object                     Distance      Geod. Az  |
 GA2530|                                                           dddmmss.s |
 GA2530| GA2532 COOK RM 1                            21.197 METERS 03024     |
 GA2530| GA2531 COOK RM 2                            21.098 METERS 15854     |
 GA2530| GA2535 COOK AZ MK                                         2055109.2 |
 GA2530| GA2537 MONROE                              APPROX. 4.1 KM 2210827.2 |
 GA2530|---------------------------------------------------------------------|
 GA2530
 GA2530                          SUPERSEDED SURVEY CONTROL
 GA2530
 GA2530  NAD 83(1995)-  36 16 29.53133(N)    083 45 55.61081(W) AD(       ) 2
 GA2530  NAD 83(1995)-  36 16 29.53195(N)    083 45 55.60832(W) AD(       ) 2
 GA2530  NAD 83(1995)-  36 16 29.53504(N)    083 45 55.61038(W) AD(       ) 2
 GA2530  NAD 83(1986)-  36 16 29.53849(N)    083 45 55.60921(W) AD(       ) 2
 GA2530  NAD 27      -  36 16 29.24762(N)    083 45 55.93565(W) AD(       ) 2
 GA2530  NGVD 29 (??/??/92)  496.494  (m)         1628.91   (f) ADJ UNCH    2 0
 GA2530
 GA2530.Superseded values are not recommended for survey control.
 GA2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2530.See file dsdata.txt to determine how the superseded data were derived.
 GA2530
 GA2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5159517985(NAD 83)
 GA2530_MARKER: DD = SURVEY DISK
 GA2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2530_STAMPING: COOK 1964
 GA2530_MARK LOGO: TNHD  
 GA2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2530+STABILITY: SURFACE MOTION
 GA2530
 GA2530  HISTORY     - Date     Condition        Report By
 GA2530  HISTORY     - 1964     MONUMENTED       TNHD
 GA2530  HISTORY     - 1964     GOOD             TNHD
 GA2530  HISTORY     - 1980     GOOD             NGS
 GA2530
 GA2530                          STATION DESCRIPTION
 GA2530
 GA2530'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2530'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF MAYNARDVILLE.
 GA2530'
 GA2530'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 1.3
 GA2530'MILES NORTHEAST ON
 GA2530'STATE ROUTE 33 TO A PAVED ROAD ON THE RIGHT, * CONTINUE
 GA2530'STRAIGHT AHEAD AND GO 1.4 MILES
 GA2530'NORTHEAST ON STATE ROUTE 33 TO THE
 GA2530'STATION ON THE RIGHT ABOUT 200 FEET EAST OF THE
 GA2530'ROAD ON THE WEST SIDE
 GA2530'OF A WOODED HILL.
 GA2530'
 GA2530'THE STATION 35 FEET EAST OF A 9-INCH OAK TREE, 14 FEET NORTHEAST OF A
 GA2530'21-INCH TREE STUMP
 GA2530'AND 3.5 FEET WEST OF A WITNESS POST.  THE SURFACE
 GA2530'AND UNDERGROUND MARKS ARE STANDARD
 GA2530'TENNESSEE HIGHWAY DEPARTMENT DISKS
 GA2530'AND THE DISKS ARE STAMPED COOK 1964.  THE UNDERGROUND
 GA2530'MARK IS ABOUT 30
 GA2530'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GA2530'SQUARE, FLUSH,
 GA2530'CONCRETE MONUMENT.
 GA2530'
 GA2530'REFERENCE MARK NO. 1 IS 14 FEET WEST OF A 16-INCH TREE STUMP AND 5
 GA2530'FEET EAST OF THE
 GA2530'APPROXIMATE CENTER OF A TRACK ROAD.  IT IS A STANDARD
 GA2530'TENNESSEE HIGHWAY
 GA2530'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2530'CONCRETE MONUMENT AND THE DISK IS
 GA2530'STAMPED COOK RM-1 1964.
 GA2530'
 GA2530'REFERENCE MARK NO. 2 IS 55 FEET EAST OF A 20-INCH OAK TREE, 31 FEET
 GA2530'NORTH OF A
 GA2530'TWIN-TRUNKED 36-INCH OAK TREE AND 15 FEET NORTHWEST OF A 12-INCH
 GA2530'HICKORY TREE.  IT IS A
 GA2530'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2530'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2530'MONUMENT AND THE DISK IS STAMPED
 GA2530'COOK RM-2 1964.
 GA2530'
 GA2530'THE AZIMUTH MARK IS 35 FEET EAST OF A FENCE CORNER, 17 FEET NORTH OF
 GA2530'THE APPROXIMATE
 GA2530'CENTER OF A PAVED ROAD AND 2 FEET WEST OF A FENCE POST.
 GA2530'IT IS A STANDARD TENNESSEE
 GA2530'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2530'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2530'IS STAMPED COOK AZI
 GA2530'1964.
 GA2530'
 GA2530'TO REACH THE AZIMUTH MARK, * TURN RIGHT AND GO 0.25 MILE EAST TO THE
 GA2530'MARK ON THE LEFT.
 GA2530'
 GA2530'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA2530'
 GA2530'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA2530
 GA2530                          STATION RECOVERY (1964)
 GA2530
 GA2530'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2530'2 MI NE FROM MAYNARDVILLE.
 GA2530'FROM THE POST OFFICE IN MAYNARDVILLE, GO 1.3 MILES NORTHEAST ON
 GA2530'STATE ROUTE 33 TO A PAVED ROAD ON THE RIGHT, CONTINUE STRAIGHT
 GA2530'AHEAD AND GO 1.4 MILES NORTHEAST ON STATE ROUTE 33 TO THE STATION
 GA2530'ON THE RIGHT ABOUT 200 FEET EAST OF THE ROAD ON THE WEST SIDE
 GA2530'OF A WOODED HILL.  THE STATION MARK IS 35 FEET EAST OF A 9-INCH
 GA2530'OAK TREE, 14 FEET NORTHEAST OF A 21-INCH TREE STUMP AND 3.5 FEET
 GA2530'WEST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2530'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2530'MONUMENT FLUSH WITH THE GROUND.
 GA2530
 GA2530                          STATION RECOVERY (1980)
 GA2530
 GA2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2530'THE STATION MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH, THE
 GA2530'AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT OBSTRUCTED BY
 GA2530'TREES.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED DESTROYED BY
 GA2530'GRADING.  REFERENCE MARK 2 WAS FOUND SOLID BUT LEANING SLIGHTLY TO
 GA2530'THE SOUTH AND THE DISTANCE WAS FOUND TO BE IN ERROR Y 0.06 OF A
 GA2530'FOOT.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GA2530'
 GA2530'THE STATION IS 18 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 GA2530'CARPORT, 22 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CARPORT, 38
 GA2530'FEET EAST OF A UTILITY POLE, 35 FEET SOUTHEAST OF A 14 INCH CHESNUT
 GA2530'OAK TREE AND 47 FEET EAST OF A METAL WITNESS POST.  THE MONUMENT IS
 GA2530'3 INCHES UNDERGROUND AND THE DISK IS STAMPED---COOK 1964---.
 GA2530'
 GA2530'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 33
 GA2530'ABOUT 1.5 MILES NORTH OF MAYNARDVILLE, GO NORTH ON HIGHWAY 33 FOR
 GA2530'1.2 MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 GA2530'FROM THE JUNCTION GO EAST ON HIGHWAY 61 FOR 0.1 MILE TO OLD HIGHWAY
 GA2530'33 TO THE RIGHT.  TURN RIGHT ON THE HIGHWAY AND GO SOUTH FOR 0.15
 GA2530'MILE TO A ROAD LEFT.  TURN LEFT ON LUTTERAL ROAD FOR 0.25 MILE TO
 GA2530'THE MARK ON THE LEFT.
 GA2530'
 GA2530'REFERENCE MARK 2 IS 15 FEET NORTHWEST OF A 16 INCH HICKORY TREE, 30
 GA2530'FEET NORTHEAST OF A TWIN TRUNK 36 INCH OAK TREE AND 38 FEET SOUTHEAST
 GA2530'OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS 2 INCHES
 GA2530'UNDERGROUND AND THE DISK IS STAMPED---COOK RM 2 1964---.
 GA2530'
 GA2530'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT
 GA2530'STAMPED---COOK THO 1964 1980---PROJECTING 2 INCHES, 26 FEET
 GA2530'SOUTHWEST OF THE CHESNUT OAK TREE, 1 FOOT NORTHEAST OF A UTILITY
 GA2530'POLE, 45 FEET SOUTH WEST OF SOUTHWEST CORNER OF THE CARPORT AND 30
 GA2530'FEET SOUTH OF A METAL WITNESS POST.
 GA2530'
 GA2530'THE AZIMUTH MARK IS 47 FEET NORTHEAST OF POWER POLE NO. 174, 56
 GA2530'FEET SOUTHEAST OF THE CONCRETE BLOCK PORCH COLUMN OF THE RESIDENCE
 GA2530'OF JULIA FAYE CAMPBELL ON THE NORTH SIDE OF OLD LUTTRELL ROAD, 1 FOOT
 GA2530'NORTHWEST OF A METAL WITNESS POST AND 17 FEET NORTH OF THE CENTERLINE
 GA2530'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2535 ***********************************************************************
 GA2535  DESIGNATION -  COOK AZ MK
 GA2535  PID         -  GA2535
 GA2535  STATE/COUNTY-  TN/UNION
 GA2535  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2535
 GA2535                         *CURRENT SURVEY CONTROL
 GA2535  ___________________________________________________________________
 GA2535* NAD 83(1986)-  36 15 31.     (N)    083 46 29.     (W)     SCALED    
 GA2535* NAVD 88     -       380.793  (meters)    1249.32   (feet)  ADJUSTED  
 GA2535  ___________________________________________________________________
 GA2535  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2535  DYNAMIC HT  -         380.442 (meters)    1248.17  (feet)  COMP
 GA2535  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA2535
 GA2535  VERT ORDER  -  SECOND    CLASS 0
 GA2535
 GA2535.The horizontal coordinates were scaled from a topographic map and have
 GA2535.an estimated accuracy of +/- 6 seconds.
 GA2535
 GA2535.The orthometric height was determined by differential leveling
 GA2535.and adjusted by the National Geodetic Survey in June 1991..
 GA2535
 GA2535.The geoid height was determined by GEOID03.
 GA2535
 GA2535.The dynamic height is computed by dividing the NAVD 88
 GA2535.geopotential number by the normal gravity value computed on the
 GA2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2535.degrees latitude (g = 980.6199 gals.).
 GA2535
 GA2535.The modeled gravity was interpolated from observed gravity values.
 GA2535
 GA2535;                    North         East    Units  Estimated Accuracy
 GA2535;SPC TN       -   215,880.      799,960.      MT  (+/- 180 meters Scaled)
 GA2535
 GA2535                          SUPERSEDED SURVEY CONTROL
 GA2535
 GA2535  NGVD 29 (??/??/??)  380.92   (m)         1249.7    (f) RESET       3  
 GA2535
 GA2535.Superseded values are not recommended for survey control.
 GA2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2535.See file dsdata.txt to determine how the superseded data were derived.
 GA2535
 GA2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA507162(NAD 83)
 GA2535_MARKER: DD = SURVEY DISK
 GA2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2535_STAMPING: COOK AZI 1964
 GA2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2535+STABILITY: SURFACE MOTION
 GA2535
 GA2535  HISTORY     - Date     Condition        Report By
 GA2535  HISTORY     - 1964     MONUMENTED       TNHD
 GA2535
 GA2535                          STATION DESCRIPTION
 GA2535
 GA2535'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2535'2 MI NE FROM MAYNARDVILLE.
 GA2535'FROM THE POST OFFICE IN MAYNARDVILLE, GO 1.3 MILES NORTHEAST ON
 GA2535'STATE ROUTE 33 TO A PAVED ROAD ON THE RIGHT, TURN RIGHT AND GO
 GA2535'0.25 MILE EAST TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK
 GA2535'IS 35 FEET EAST OF A FENCE CORNER, 17 FEET NORTH OF THE APPROXIMATE
 GA2535'CENTER OF A PAVED ROAD AND 2 FEET WEST OF A FENCE POST.  THE MARK
 GA2535'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2535'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2532 ***********************************************************************
 GA2532  DESIGNATION -  COOK RM 1
 GA2532  PID         -  GA2532
 GA2532  STATE/COUNTY-  TN/UNION
 GA2532  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2532
 GA2532                         *CURRENT SURVEY CONTROL
 GA2532  ___________________________________________________________________
 GA2532* NAD 83(1986)-  36 16 29.     (N)    083 45 55.     (W)     SCALED    
 GA2532* NAVD 88     -       498.851  (meters)    1636.65   (feet)  ADJUSTED  
 GA2532  ___________________________________________________________________
 GA2532  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2532  DYNAMIC HT  -         498.390 (meters)    1635.13  (feet)  COMP
 GA2532  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 GA2532
 GA2532  VERT ORDER  -  SECOND    CLASS 0
 GA2532
 GA2532.The horizontal coordinates were scaled from a topographic map and have
 GA2532.an estimated accuracy of +/- 6 seconds.
 GA2532
 GA2532.The orthometric height was determined by differential leveling
 GA2532.and adjusted by the National Geodetic Survey in June 1991..
 GA2532
 GA2532.The geoid height was determined by GEOID03.
 GA2532
 GA2532.The dynamic height is computed by dividing the NAVD 88
 GA2532.geopotential number by the normal gravity value computed on the
 GA2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2532.degrees latitude (g = 980.6199 gals.).
 GA2532
 GA2532.The modeled gravity was interpolated from observed gravity values.
 GA2532
 GA2532;                    North         East    Units  Estimated Accuracy
 GA2532;SPC TN       -   217,690.      800,770.      MT  (+/- 180 meters Scaled)
 GA2532
 GA2532                          SUPERSEDED SURVEY CONTROL
 GA2532
 GA2532  NGVD 29 (??/??/92)  498.916  (m)         1636.86   (f) ADJ UNCH    2 0
 GA2532
 GA2532.Superseded values are not recommended for survey control.
 GA2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2532.See file dsdata.txt to determine how the superseded data were derived.
 GA2532
 GA2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA516179(NAD 83)
 GA2532_MARKER: DD = SURVEY DISK
 GA2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2532_STAMPING: COOK RM-1 1964
 GA2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2532+STABILITY: SURFACE MOTION
 GA2532
 GA2532  HISTORY     - Date     Condition        Report By
 GA2532  HISTORY     - 1964     MONUMENTED       TNHD
 GA2532  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2532
 GA2532                          STATION DESCRIPTION
 GA2532
 GA2532'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2532'2 MI NE FROM MAYNARDVILLE.
 GA2532'THIS MARK IS LOCATED AT THE COOK 1964 STATION SITE, 14 FEET WEST
 GA2532'OF A 16-INCH TREE STUMP, 5 FEET EAST OF THE APPROXIMATE CENTER
 GA2532'OF A TRACK ROAD AND 70 FEET NORTHEAST OF THE STATION.  THE MARK
 GA2532'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2532'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2532
 GA2532                          STATION RECOVERY (1980)
 GA2532
 GA2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2531 ***********************************************************************
 GA2531  DESIGNATION -  COOK RM 2
 GA2531  PID         -  GA2531
 GA2531  STATE/COUNTY-  TN/UNION
 GA2531  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2531
 GA2531                         *CURRENT SURVEY CONTROL
 GA2531  ___________________________________________________________________
 GA2531* NAD 83(1986)-  36 16 29.     (N)    083 45 55.     (W)     SCALED    
 GA2531* NAVD 88     -       495.468  (meters)    1625.55   (feet)  ADJUSTED  
 GA2531  ___________________________________________________________________
 GA2531  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2531  DYNAMIC HT  -         495.011 (meters)    1624.05  (feet)  COMP
 GA2531  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 GA2531
 GA2531  VERT ORDER  -  SECOND    CLASS 0
 GA2531
 GA2531.The horizontal coordinates were scaled from a topographic map and have
 GA2531.an estimated accuracy of +/- 6 seconds.
 GA2531
 GA2531.The orthometric height was determined by differential leveling
 GA2531.and adjusted by the National Geodetic Survey in June 1991..
 GA2531
 GA2531.The geoid height was determined by GEOID03.
 GA2531
 GA2531.The dynamic height is computed by dividing the NAVD 88
 GA2531.geopotential number by the normal gravity value computed on the
 GA2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2531.degrees latitude (g = 980.6199 gals.).
 GA2531
 GA2531.The modeled gravity was interpolated from observed gravity values.
 GA2531
 GA2531;                    North         East    Units  Estimated Accuracy
 GA2531;SPC TN       -   217,690.      800,770.      MT  (+/- 180 meters Scaled)
 GA2531
 GA2531                          SUPERSEDED SURVEY CONTROL
 GA2531
 GA2531  NGVD 29 (??/??/92)  495.534  (m)         1625.76   (f) ADJ UNCH    2 0
 GA2531
 GA2531.Superseded values are not recommended for survey control.
 GA2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2531.See file dsdata.txt to determine how the superseded data were derived.
 GA2531
 GA2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA516179(NAD 83)
 GA2531_MARKER: DD = SURVEY DISK
 GA2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2531_STAMPING: COOK RM-2 1964
 GA2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2531+STABILITY: SURFACE MOTION
 GA2531
 GA2531  HISTORY     - Date     Condition        Report By
 GA2531  HISTORY     - 1964     MONUMENTED       TNHD
 GA2531  HISTORY     - 1980     GOOD             NGS
 GA2531
 GA2531                          STATION DESCRIPTION
 GA2531
 GA2531'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2531'2 MI NE FROM MAYNARDVILLE.
 GA2531'THIS MARK IS LOCATED AT THE COOK 1964 STATION SITE, 55 FEET EAST
 GA2531'OF A 20-INCH OAK TREE, 31 FEET NORTH OF A TWIN-TRUNKED 36-INCH
 GA2531'OAK TREE, 15 FEET NORTHWEST OF A 12-INCH HICKORY TREE AND 69
 GA2531'FEET SOUTH OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA2531'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2531'FLUSH WITH THE GROUND.
 GA2531
 GA2531                          STATION RECOVERY (1980)
 GA2531
 GA2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2531'IT IS 15 FEET NORTHWEST OF A 16 INCH HICKORY TREE, 30 FEET NORTHEAST
 GA2531'OF A TWIN TRUNK 36 INCH OAK TREE,AND 38 FEET SOUTHEAST OF THE
 GA2531'CENTERLINE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3258 ***********************************************************************
 GA3258  DESIGNATION -  COOK RM 3
 GA3258  PID         -  GA3258
 GA3258  STATE/COUNTY-  TN/UNION
 GA3258  USGS QUAD   -  MAYNARDVILLE (1987)
 GA3258
 GA3258                         *CURRENT SURVEY CONTROL
 GA3258  ___________________________________________________________________
 GA3258* NAD 83(1986)-  36 16 29.     (N)    083 45 55.     (W)     SCALED    
 GA3258* NAVD 88     -       494.97   (meters)    1623.9    (feet)  RESET     
 GA3258  ___________________________________________________________________
 GA3258  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA3258
 GA3258  VERT ORDER  -  THIRD
 GA3258
 GA3258.The horizontal coordinates were scaled from a topographic map and have
 GA3258.an estimated accuracy of +/- 6 seconds.
 GA3258
 GA3258.The orthometric height was computed from unverified reset data.
 GA3258.No vertical observational check was made to the station.
 GA3258
 GA3258.The geoid height was determined by GEOID03.
 GA3258
 GA3258;                    North         East    Units  Estimated Accuracy
 GA3258;SPC TN       -   217,690.      800,770.      MT  (+/- 180 meters Scaled)
 GA3258
 GA3258                          SUPERSEDED SURVEY CONTROL
 GA3258
 GA3258  NGVD 29 (10/12/01)  495.04   (m)         1624.1    (f) RESET       3  
 GA3258
 GA3258.Superseded values are not recommended for survey control.
 GA3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3258.See file dsdata.txt to determine how the superseded data were derived.
 GA3258
 GA3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA516179(NAD 83)
 GA3258_MARKER: DR = REFERENCE MARK DISK
 GA3258_SETTING: 0 = UNSPECIFIED SETTING
 GA3258_STAMPING: COOK THD 1964 NO 3 1980
 GA3258_MARK LOGO: NGS   
 GA3258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3258
 GA3258  HISTORY     - Date     Condition        Report By
 GA3258  HISTORY     - 1980     MONUMENTED       NGS
 GA3258
 GA3258                          STATION DESCRIPTION
 GA3258
 GA3258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3258'2.0 MI NE FROM MAYNARDVILLE.
 GA3258'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 GA3258'STATE HIGHWAY 61, 26 FEET SOUTHWEST OF A 14-INCH CHESNUT OAK TREE,
 GA3258'1 FOOT NORTHEAST OF A UTILITY POLE, AND 45 FEET SOUTHWEST OFTHE
 GA3258'SOUTHWEST CORNER OF A CARPORT, IN TOP OF AN PRE-CAST ALUMINUM
 GA3258'MONUMENT.
 GA3258'THE MARK IS 30 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1802 ***********************************************************************
 GB1802  DESIGNATION -  COOKEVILLE
 GB1802  PID         -  GB1802
 GB1802  STATE/COUNTY-  TN/PUTNAM
 GB1802  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1802
 GB1802                         *CURRENT SURVEY CONTROL
 GB1802  ___________________________________________________________________
 GB1802* NAD 83(1986)-  36 10 29.     (N)    085 30 17.     (W)     SCALED    
 GB1802* NAVD 88     -       346.361  (meters)    1136.35   (feet)  ADJUSTED  
 GB1802  ___________________________________________________________________
 GB1802  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1802  DYNAMIC HT  -         346.052 (meters)    1135.34  (feet)  COMP
 GB1802  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1802
 GB1802  VERT ORDER  -  SECOND    CLASS 0
 GB1802
 GB1802.The horizontal coordinates were scaled from a topographic map and have
 GB1802.an estimated accuracy of +/- 6 seconds.
 GB1802
 GB1802.The orthometric height was determined by differential leveling
 GB1802.and adjusted by the National Geodetic Survey in June 1991..
 GB1802
 GB1802.The geoid height was determined by GEOID03.
 GB1802
 GB1802.The dynamic height is computed by dividing the NAVD 88
 GB1802.geopotential number by the normal gravity value computed on the
 GB1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1802.degrees latitude (g = 980.6199 gals.).
 GB1802
 GB1802.The modeled gravity was interpolated from observed gravity values.
 GB1802
 GB1802;                    North         East    Units  Estimated Accuracy
 GB1802;SPC TN       -   204,420.      644,560.      MT  (+/- 180 meters Scaled)
 GB1802
 GB1802                          SUPERSEDED SURVEY CONTROL
 GB1802
 GB1802  NGVD 29 (??/??/92)  346.442  (m)         1136.62   (f) ADJ UNCH    2 0
 GB1802
 GB1802.Superseded values are not recommended for survey control.
 GB1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1802.See file dsdata.txt to determine how the superseded data were derived.
 GB1802
 GB1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF344043(NAD 83)
 GB1802_MARKER: DB = BENCH MARK DISK
 GB1802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1802_SP_SET: RETAINING WALL
 GB1802_STAMPING: COOKEVILLE 1935
 GB1802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1802
 GB1802  HISTORY     - Date     Condition        Report By
 GB1802  HISTORY     - 1935     MONUMENTED       CGS
 GB1802  HISTORY     - 1966     GOOD             NGS
 GB1802
 GB1802                          STATION DESCRIPTION
 GB1802
 GB1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1802'AT COOKEVILLE.
 GB1802'AT COOKEVILLE, PUTNAM COUNTY, AT THE TENNESSEE POLYTECHNICAL
 GB1802'INSTITUTE, 18 FEET WEST OF THE SOUTHWEST CORNER OF THE ENGINEERING
 GB1802'BUILDING, IN THE TOP OF A CONCRETE RETAINING WALL, AND 0.8 FOOT EAST
 GB1802'OF THE WEST END.  A STANDARD DISK, STAMPED COOKEVILLE 1935.
 GB1802
 GB1802                          STATION RECOVERY (1966)
 GB1802
 GB1802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2393 ***********************************************************************
 GB2393  DESIGNATION -  COOKEVILLE
 GB2393  PID         -  GB2393
 GB2393  STATE/COUNTY-  TN/PUTNAM
 GB2393  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2393
 GB2393                         *CURRENT SURVEY CONTROL
 GB2393  ___________________________________________________________________
 GB2393* NAD 83(1995)-  36 11 37.22681(N)    085 29 24.72390(W)     ADJUSTED  
 GB2393* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 GB2393  ___________________________________________________________________
 GB2393  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GB2393  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB2393
 GB2393  HORZ ORDER  -  THIRD
 GB2393
 GB2393.The horizontal coordinates were established by classical geodetic methods
 GB2393.and adjusted by the National Geodetic Survey in April 1999..
 GB2393
 GB2393.The orthometric height was scaled from a topographic map.
 GB2393
 GB2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2393
 GB2393.The geoid height was determined by GEOID03.
 GB2393
 GB2393;                    North         East     Units Scale Factor Converg.
 GB2393;SPC TN       -   206,524.225   645,851.024   MT  0.99996804   +0 17 54.4
 GB2393;SPC TN       -   677,571.56  2,118,929.57   sFT  0.99996804   +0 17 54.4
 GB2393;UTM  16      - 4,006,486.382   635,745.888   MT  0.99982705   +0 53 30.1
 GB2393
 GB2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2393!SPC TN       -   0.99995036  x   0.99996804  =   0.99991840
 GB2393!UTM  16      -   0.99995036  x   0.99982705  =   0.99977741
 GB2393
 GB2393|---------------------------------------------------------------------|
 GB2393| PID    Reference Object                     Distance      Geod. Az  |
 GB2393|                                                           dddmmss.s |
 GB2393| CG5139 COOKEVILLE RM 1                      22.448 METERS 04141     |
 GB2393| CG5138 COOKEVILLE AZ MK                                   0895433.4 |
 GB2393| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX. 3.9 KM 1842202.6 |
 GB2393| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX. 3.4 KM 2232100.8 |
 GB2393| CG5140 COOKEVILLE RM 2                      31.583 METERS 25426     |
 GB2393|---------------------------------------------------------------------|
 GB2393
 GB2393                          SUPERSEDED SURVEY CONTROL
 GB2393
 GB2393  NAD 83(1995)-  36 11 37.22923(N)    085 29 24.72599(W) AD(       ) 3
 GB2393  NAD 83(1995)-  36 11 37.23255(N)    085 29 24.72652(W) AD(       ) 3
 GB2393  NAD 83(1986)-  36 11 37.23926(N)    085 29 24.72620(W) AD(       ) 3
 GB2393  NAD 27      -  36 11 37.01700(N)    085 29 24.81700(W) AD(       ) 3
 GB2393
 GB2393.Superseded values are not recommended for survey control.
 GB2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2393.See file dsdata.txt to determine how the superseded data were derived.
 GB2393
 GB2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3574606486(NAD 83)
 GB2393_MARKER: DS = TRIANGULATION STATION DISK
 GB2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2393_STAMPING: COOKEVILLE 1949
 GB2393_MARK LOGO: CGS   
 GB2393_PROJECTION: FLUSH
 GB2393_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2393
 GB2393  HISTORY     - Date     Condition        Report By
 GB2393  HISTORY     - 1949     MONUMENTED       CGS
 GB2393  HISTORY     - 1966     GOOD             CGS
 GB2393  HISTORY     - 19820929 GOOD             NGS
 GB2393
 GB2393                          STATION DESCRIPTION
 GB2393
 GB2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2393'STATION IS LOCATED ABOUT 2 MILES NORTH OF COOKEVILLE ON THE
 GB2393'COOKEVILLE AIRPORT.  IT IS 196 FEET SOUTHEAST OF THE
 GB2393'SOUTHEAST CORNER OF HANGAR AND 32 FEET EAST OF A 24 INCH OAK TREE AND
 GB2393'IS IN THE CENTER OF A CIRCLE GRAVEL DRIVE.  THE MARK IS FLUSH AND
 GB2393'THE DISK IS STAMPED COOKEVILLE 1949.
 GB2393'
 GB2393'REFERENCE MARK NO. 1 IS 30 FEET NORTHEAST OF THE CENTER OF GRAVEL
 GB2393'DRIVE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COOKEVILLE NO
 GB2393'1 1949.
 GB2393'
 GB2393'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE CENTER OF GRAVEL DRIVE
 GB2393'AND 6 FEET EAST OF A 24 INCH OAK TREE.  THE MARK IS FLUSH AND THE
 GB2393'DISK IS STAMPED COOKEVILLE NO 2 1949.
 GB2393'
 GB2393'AZIMUTH MARK IS ON THE EAST EDGE OF THE NORTH-SOUTH RUNWAY.  THE MARK
 GB2393'PROJECTS 4 INCHES AND THE DISK IS STAMPED COOKEVILLE 1949.
 GB2393'
 GB2393'TO REACH THE STATION FROM THE PUTNAM COUNTY COURT HOUSE IN
 GB2393'COOKEVILLE, GO NORTH ON STATE HIGHWAY NO. 42 AND NO. 136 FOR 0.8
 GB2393'MILE TO THE JUNCTION OF STATE HIGHWAY NO. 136 AND NO. 42, CONTINUE
 GB2393'NORTH ON STATE HIGHWAY NO. 136 FOR 1.4 MILES TO A DRIVEWAY ON THE
 GB2393'RIGHT, TURN RIGHT ON DRIVEWAY AND GO 0.2 MILE TO THE STATION AS
 GB2393'DESCRIBED.
 GB2393'
 GB2393'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS THE AIRPORT
 GB2393'TO THE EAST SIDE OF THE NORTH-SOUTH RUNWAY AND THE AZIMUTH MARK AS
 GB2393'DESCRIBED.
 GB2393'
 GB2393'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2393
 GB2393                          STATION RECOVERY (1966)
 GB2393
 GB2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB2393'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1949
 GB2393'DESCRIPTION IS ADEQUATE.
 GB2393
 GB2393                          STATION RECOVERY (1982)
 GB2393
 GB2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GB2393'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION. THE
 GB2393'AZIMUTH MARK WAS NOT FOUND AND THOUGHT DESTROYED BY RUNWAY WORK. THE
 GB2393'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.20 OF A
 GB2393'FOOT.  THE DISTANCE TO REFERENCE MARK 2 CHECKED AS DID THE DIRECTION
 GB2393'TO THE REFERENCE MARKS.  A TIE WAS MADE TO THE 150 METER (492.1 FT)
 GB2393'POINT AND THE 400 METER (1312.3 FT) POINT OF THE COOKEVILLE
 GB2393'CALIBRATION BASELINE AND THE 150 METER (492.1 FT) POINT WAS USED AS AN
 GB2393'AZIMUTH MARK AFTER A POLARIS OBSERVATION WAS MADE.  A NEW DESCRIPTION
 GB2393'FOLLOWS.
 GB2393' 
 GB2393'THE STATION IS LOCATED ABOUT 2 MILES (3.2 KM) NORTH OF THE CENTER OF
 GB2393'COOKEVILLE, ON THE GROUNDS OF THE COOKEVILLE AIRPORT, 32 FT (9.8 M)
 GB2393'EAST OF A 40 INCH OAK TREE, 59 FT (18.0 M) SOUTH OF A CHAIN LINE
 GB2393'FENCE, 63 FT (19.2 M) SOUTHWEST OF A POWER TRANSFORMER POLE, 88 FT
 GB2393'(26.8 M) SOUTHWEST OF THE SOUTHWEST LEG OF THE AIRPORT BEACON, 82 FT
 GB2393'(25.0 M) WEST OF THE NORTHWEST CORNER OF A CONCRETE BOLCK OFFICE
 GB2393'BUILDING AND  19 FT (5.8 M) NORTHWEST OF A UTILITY POLE AND THE EAST
 GB2393'END OF A GRASSY PLOT.  THE MONUMENT IS FLUSH AND THE DISK IS
 GB2393'STAMPED---COOKEVILLE 1949---.
 GB2393' 
 GB2393'REFERENCE MARK 1 IS 1 FOOT (0.3 M) SOUTH OF THE FENCE, 2 FT (0.6 M)
 GB2393'SOUTHWEST OF A POWER POLE GUY WIRE, 29 FT (8.8 M) EAST OF THE POWER
 GB2393'TRANSFORMER POLE AND 51 FT (15.5 M) NORTHWEST OF THE NORTHWEST LEG OF
 GB2393'THE BEACON.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED--COOKEVILLE
 GB2393'NO 1 1949--.
 GB2393' 
 GB2393'REFERENCE MARK 2 IS 53 FT (16.2 M) NORTHEAST OF A 30 INCH OAK TREE, 74
 GB2393'FT (22.6 M) NORTH OF THE FENCE AND 14 FT (4.3 M) WEST OF THE EAST EDGE
 GB2393'OF A GRASSY ISLAND.  THE MONUMENT IS FLUSH AND THE DISK IS
 GB2393'STAMPED--COOKEVILLE NO 2 1949--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2391 ***********************************************************************
 GB2391  DESIGNATION -  COOKEVILLE LARGE MUNICIPAL TK
 GB2391  PID         -  GB2391
 GB2391  STATE/COUNTY-  TN/PUTNAM
 GB2391  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2391
 GB2391                         *CURRENT SURVEY CONTROL
 GB2391  ___________________________________________________________________
 GB2391* NAD 83(1995)-  36 09 32.10517(N)    085 29 36.50787(W)     ADJUSTED  
 GB2391* NAVD 88     -                                                        
 GB2391  ___________________________________________________________________
 GB2391  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GB2391  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB2391
 GB2391  HORZ ORDER  -  THIRD
 GB2391
 GB2391.The horizontal coordinates were established by classical geodetic methods
 GB2391.and adjusted by the National Geodetic Survey in April 1999..
 GB2391
 GB2391
 GB2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2391
 GB2391.The geoid height was determined by GEOID03.
 GB2391
 GB2391;                    North         East     Units Scale Factor Converg.
 GB2391;SPC TN       -   202,666.272   645,576.585   MT  0.99996443   +0 17 47.5
 GB2391;SPC TN       -   664,914.26  2,118,029.18   sFT  0.99996443   +0 17 47.5
 GB2391;UTM  16      - 4,002,626.335   635,511.415   MT  0.99982626   +0 53 20.5
 GB2391
 GB2391                          SUPERSEDED SURVEY CONTROL
 GB2391
 GB2391  NAD 83(1995)-  36 09 32.10769(N)    085 29 36.51007(W) AD(       ) 4
 GB2391  NAD 83(1995)-  36 09 32.11088(N)    085 29 36.51073(W) AD(       ) 4
 GB2391  NAD 83(1986)-  36 09 32.11808(N)    085 29 36.50999(W) AD(       ) 4
 GB2391  NAD 27      -  36 09 31.89400(N)    085 29 36.59900(W) AD(       ) 3
 GB2391
 GB2391.Superseded values are not recommended for survey control.
 GB2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2391.See file dsdata.txt to determine how the superseded data were derived.
 GB2391
 GB2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3551102626(NAD 83)
 GB2391_MARKER: 53 = ELEVATED TANK
 GB2391
 GB2391  HISTORY     - Date     Condition        Report By
 GB2391  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2391  HISTORY     - 1960     GOOD             CGS
 GB2391
 GB2391                          STATION DESCRIPTION
 GB2391
 GB2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2391'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF
 GB2391'COOKEVILLE ABOUT 250 FEET SOUTHEAST OF THE INTERSECTION OF HILL AND
 GB2391'HUDGENS STREETS.  IT IS AN 8 LEGGED STEEL STRUCTURE WITH A TANK ATOP,
 GB2391'PAINTED SILVER, ABOUT 200 FEET HIGH AND HAS THE LEGEND COOKEVILLE
 GB2391'PAINTED IN LARGE BLACK LETTERS ON THE WEST SIDE OF THE TANK.
 GB2391'
 GB2391'THE POINT OF INTERSECTION WAS THE BALL AT THE CENTER OF THE TOP OF
 GB2391'THE TANK.
 GB2391
 GB2391                          STATION RECOVERY (1960)
 GB2391
 GB2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2391'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS
 GB2391'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2392 ***********************************************************************
 GB2392  DESIGNATION -  COOKEVILLE LOOKOUT TOWER NC 33
 GB2392  PID         -  GB2392
 GB2392  STATE/COUNTY-  TN/PUTNAM
 GB2392  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2392
 GB2392                         *CURRENT SURVEY CONTROL
 GB2392  ___________________________________________________________________
 GB2392* NAD 83(1995)-  36 08 33.88373(N)    085 28 02.04732(W)     ADJUSTED  
 GB2392* NAVD 88     -                                                        
 GB2392  ___________________________________________________________________
 GB2392  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 GB2392  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB2392
 GB2392  HORZ ORDER  -  THIRD
 GB2392
 GB2392.The horizontal coordinates were established by classical geodetic methods
 GB2392.and adjusted by the National Geodetic Survey in April 1999..
 GB2392
 GB2392
 GB2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2392
 GB2392.The geoid height was determined by GEOID03.
 GB2392
 GB2392;                    North         East     Units Scale Factor Converg.
 GB2392;SPC TN       -   200,884.356   647,947.290   MT  0.99996287   +0 18 42.8
 GB2392;SPC TN       -   659,068.09  2,125,807.07   sFT  0.99996287   +0 18 42.8
 GB2392;UTM  16      - 4,000,869.259   637,900.097   MT  0.99983431   +0 54 15.0
 GB2392
 GB2392                          SUPERSEDED SURVEY CONTROL
 GB2392
 GB2392  NAD 83(1995)-  36 08 33.88613(N)    085 28 02.04936(W) AD(       ) 4
 GB2392  NAD 83(1995)-  36 08 33.88906(N)    085 28 02.05104(W) AD(       ) 4
 GB2392  NAD 83(1986)-  36 08 33.89649(N)    085 28 02.04954(W) AD(       ) 4
 GB2392  NAD 27      -  36 08 33.67300(N)    085 28 02.13800(W) AD(       ) 3
 GB2392
 GB2392.Superseded values are not recommended for survey control.
 GB2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2392.See file dsdata.txt to determine how the superseded data were derived.
 GB2392
 GB2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3790000869(NAD 83)
 GB2392_MARKER: 57 = LOOKOUT TOWER
 GB2392
 GB2392  HISTORY     - Date     Condition        Report By
 GB2392  HISTORY     - 1960     FIRST OBSERVED   CGS
 GB2392  HISTORY     - 1974     GOOD             TVA
 GB2392
 GB2392                          STATION DESCRIPTION
 GB2392
 GB2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2392'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF COOKEVILLE.
 GB2392'
 GB2392'TO REACH THE STATION FROM THE COURTHOUSE IN COOKEVILLE, GO SOUTHEAST
 GB2392'ON U. S. HIGHWAY 70 N FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT,
 GB2392'TURN RIGHT, SOUTH, FOR 0.3 MILE TO A FORK, TAKE THE RIGHT FORK,
 GB2392'SOUTHERLY, FOR 0.4 MILE TO THE STATION.
 GB2392'
 GB2392'THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED
 GB2392'CAB, COLORED GRAY AND IS ABOUT 95 FEET IN OVERALL HEIGHT. THE TOP
 GB2392'AND CENTER WAS THE POINT INTERSECTED.
 GB2392
 GB2392                          STATION RECOVERY (1974)
 GB2392
 GB2392'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (NLI)
 GB2392'COOKEVILLE LOOKOUT TOWER NO. NC 33 RECOVERED IN GOOD CONDITION.
 GB2392'
 GB2392'FIRE TOWER FOUND STAMPED ON THE POINT.
 GB2392'
 GB2392'DESCRIPTION IS GOOD.
 GB2392'
 GB2392'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI SE FROM COOKEVILLE,
 GB2392'TN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2418 ***********************************************************************
 GB2418  DESIGNATION -  COOKEVILLE SMALL MUNICIPAL TK
 GB2418  PID         -  GB2418
 GB2418  STATE/COUNTY-  TN/PUTNAM
 GB2418  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB2418
 GB2418                         *CURRENT SURVEY CONTROL
 GB2418  ___________________________________________________________________
 GB2418* NAD 83(1995)-  36 10 17.31766(N)    085 30 57.75004(W)     ADJUSTED  
 GB2418* NAVD 88     -                                                        
 GB2418  ___________________________________________________________________
 GB2418  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 GB2418  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB2418
 GB2418  HORZ ORDER  -  THIRD
 GB2418
 GB2418.The horizontal coordinates were established by classical geodetic methods
 GB2418.and adjusted by the National Geodetic Survey in April 1999..
 GB2418
 GB2418
 GB2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2418
 GB2418.The geoid height was determined by GEOID03.
 GB2418
 GB2418;                    North         East     Units Scale Factor Converg.
 GB2418;SPC TN       -   204,049.506   643,539.135   MT  0.99996569   +0 16 60.0
 GB2418;SPC TN       -   669,452.42  2,111,344.65   sFT  0.99996569   +0 16 60.0
 GB2418;UTM  16      - 4,003,988.231   633,460.060   MT  0.99981946   +0 52 33.5
 GB2418
 GB2418                          SUPERSEDED SURVEY CONTROL
 GB2418
 GB2418  NAD 83(1995)-  36 10 17.32004(N)    085 30 57.75244(W) AD(       ) 4
 GB2418  NAD 83(1995)-  36 10 17.32286(N)    085 30 57.75342(W) AD(       ) 4
 GB2418  NAD 83(1986)-  36 10 17.33040(N)    085 30 57.75200(W) AD(       ) 4
 GB2418  NAD 27      -  36 10 17.10600(N)    085 30 57.83900(W) AD(       ) 3
 GB2418
 GB2418.Superseded values are not recommended for survey control.
 GB2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2418.See file dsdata.txt to determine how the superseded data were derived.
 GB2418
 GB2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3346003988(NAD 83)
 GB2418_MARKER: 51 = TANK
 GB2418
 GB2418  HISTORY     - Date     Condition        Report By
 GB2418  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2418  HISTORY     - 1960     GOOD             CGS
 GB2418
 GB2418                          STATION DESCRIPTION
 GB2418
 GB2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2418'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE TOWN OF
 GB2418'COOKEVILLE, ABOUT 300 FEET NORTHWEST OF THE INTERSECTION OF FRANKLIN
 GB2418'AND 5TH STREETS AND 200 FEET SOUTHWEST OF THE INTERSECTION OF
 GB2418'FRANKLIN AND 6TH STREETS. IT IS A 6 LEGGED STEEL STRUCTURE WITH A
 GB2418'TANK ATOP, PAINTED SILVER AND IS ABOUT 150 FEET HIGH.
 GB2418'
 GB2418'THE POINT OF INTERSECTION WAS THE BALL AT THE APEX OF THE ROOF.
 GB2418
 GB2418                          STATION RECOVERY (1960)
 GB2418
 GB2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2418'THE STATION WAS RECOVERED AS DESCRIBED. THE ORIGINAL DESCRIPTION IS
 GB2418'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2673 ***********************************************************************
 GB2673  DESIGNATION -  COOKPORT
 GB2673  PID         -  GB2673
 GB2673  STATE/COUNTY-  TN/PUTNAM
 GB2673  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2673
 GB2673                         *CURRENT SURVEY CONTROL
 GB2673  ___________________________________________________________________
 GB2673* NAD 83(1995)-  36 11 35.99217(N)    085 29 17.04893(W)     ADJUSTED  
 GB2673* NAVD 88     -       347.2    (meters)    1139.     (feet)  VERTCON   
 GB2673  ___________________________________________________________________
 GB2673  X           -     405,417.928 (meters)                     COMP
 GB2673  Y           -  -5,137,645.353 (meters)                     COMP
 GB2673  Z           -   3,745,713.081 (meters)                     COMP
 GB2673  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GB2673  ELLIP HEIGHT-         317.58  (meters)          (04/12/99) GPS OBS
 GB2673  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB2673
 GB2673  HORZ ORDER  -  THIRD
 GB2673  ELLP ORDER  -  FOURTH    CLASS I
 GB2673
 GB2673.The horizontal coordinates were established by GPS observations
 GB2673.and adjusted by the National Geodetic Survey in April 1999..
 GB2673
 GB2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2673
 GB2673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2673
 GB2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2673
 GB2673.The ellipsoidal height was determined by GPS observations
 GB2673.and is referenced to NAD 83.
 GB2673
 GB2673.The geoid height was determined by GEOID03.
 GB2673
 GB2673;                    North         East     Units Scale Factor Converg.
 GB2673;SPC TN       -   206,487.172   646,042.967   MT  0.99996800   +0 17 58.9
 GB2673;SPC TN       -   677,450.00  2,119,559.30   sFT  0.99996800   +0 17 58.9
 GB2673;UTM  16      - 4,006,451.324   635,938.176   MT  0.99982769   +0 53 34.6
 GB2673
 GB2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2673!SPC TN       -   0.99995016  x   0.99996800  =   0.99991816
 GB2673!UTM  16      -   0.99995016  x   0.99982769  =   0.99977786
 GB2673
 GB2673:                Primary Azimuth Mark                     Grid Az
 GB2673:SPC TN       -  COOKPORT AZ MK                           159 04 03.0
 GB2673:UTM  16      -  COOKPORT AZ MK                           158 28 27.3
 GB2673
 GB2673|---------------------------------------------------------------------|
 GB2673| PID    Reference Object                     Distance      Geod. Az  |
 GB2673|                                                           dddmmss.s |
 GB2673| GB2674 COOKPORT AZ MK                      463.165 METERS 1592201.9 |
 GB2673|---------------------------------------------------------------------|
 GB2673
 GB2673                          SUPERSEDED SURVEY CONTROL
 GB2673
 GB2673  NAD 83(1995)-  36 11 35.99482(N)    085 29 17.05444(W) AD(       ) 3
 GB2673  ELLIP H (08/24/92)  317.43   (m)                       GP(       ) 5 2
 GB2673  NAD 83(1995)-  36 11 35.99554(N)    085 29 17.05306(W) AD(       ) 3
 GB2673  NGVD 29 (09/17/90)  347.3    (m)         1139.     (f) GPS OBS        
 GB2673
 GB2673.Superseded values are not recommended for survey control.
 GB2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2673.See file dsdata.txt to determine how the superseded data were derived.
 GB2673
 GB2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3593806451(NAD 83)
 GB2673_MARKER: I = METAL ROD
 GB2673_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2673_SP_SET: DRIVEN INTO GROUND
 GB2673_MARK LOGO: NGS   
 GB2673_MAGNETIC: I = MARKER IS A STEEL ROD
 GB2673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2673+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1992
 GB2673
 GB2673  HISTORY     - Date     Condition        Report By
 GB2673  HISTORY     - 1987     MONUMENTED       NGS
 GB2673  HISTORY     - 1987     GOOD             NGS
 GB2673  HISTORY     - 19890821 GOOD
 GB2673  HISTORY     - 19920514 GOOD             NGS
 GB2673
 GB2673                          STATION DESCRIPTION
 GB2673
 GB2673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2673'2.35 MILES NORTH ALONG STATE HIGHWAY 136 (N. WASHINGTON AVENUE) FROM
 GB2673'THE COURTHOUSE IN COOKEVILLE, TO THE JUNCTION OF THE PUTNAM COUNTY
 GB2673'AIRPORT ROAD, THENCE 0.1 MILE EAST ALONG THE AIRPORT ROAD TO PUTNAM
 GB2673'COUNTY AIRPORT OFFICE, CONTINUE EASTERLY ACROSS TAXIWAY FOR 0.05 MILE
 GB2673'TO MARK NEAR A WIND SOCK, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN
 GB2673'12.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT
 GB2673'GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH
 GB2673'LOGO CAP AND ---STAMPED COOKPORT 1987, RECESSED 1 INCH BELOW GROUND,
 GB2673'46.0 FEET EAST OF A STEEL POLE FOR A WIND SOCK, 181.0 FEET SOUTH OF
 GB2673'SOUTH EDGE OF TAXIWAY, 323.0 FEET WEST OF WEST EDGE OF RUNWAY, AND
 GB2673'1.5 FEET NORTH OF A FIBERGLASS WITNESS POST.  A REBAR WAS PLACED IN
 GB2673'CONCRETE AND 0.3 MILE NORTHEAST OF COOKPORT AZ MK.  NOTE--  CONTACT
 GB2673'MR. TOMMY THOMPSON AT 615-526-5726 FOR GETTING ON AIRPORT
 GB2673'AFTER DARK.
 GB2673
 GB2673                          STATION RECOVERY (1987)
 GB2673
 GB2673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GB2673'RECOVERED IN GOOD CONDITION.
 GB2673
 GB2673                          STATION RECOVERY (1989)
 GB2673
 GB2673'RECOVERED 1989
 GB2673'RECOVERED IN GOOD CONDITION.
 GB2673
 GB2673                          STATION RECOVERY (1992)
 GB2673
 GB2673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GB2673'THE STATION IS LOCATED ABOUT 3.2 KM (1.99 MI) NORTH OF COOKEVILLE AND
 GB2673'6.4 KM (3.98 MI) SOUTHWEST OF ALGOOD. OWNERSHIP-- PUTNAM COUNTY.
 GB2673'CONTACT MR. TOMMY THOMPSON, TELEPHONE NUMBER 615-526-5726.
 GB2673'TO REACH THE STATION FROM THE COURTHOUSE IN COOKEVILLE GO NORTH ON
 GB2673'STATE HIGHWAY 136 (NORTH WASHINGTON AVENUE) FOR 3.8 KM (2.36 MI) TO
 GB2673'THE JUNCTION OF PUTNAM COUNTY AIRPORT ROAD. TURN RIGHT AND GO EAST
 GB2673'ALONG AIRPORT ROAD TO THE AIRPORT OFFICE. CONTINUE EASTERLY ACROSS A
 GB2673'TAXIWAY FOR 0.08 KM (0.05 MI) TO THE STATION NEAR A WINDSOCK.
 GB2673'THE STATION MARK IS SET 98.45 M (323.00 FT) WEST OF THE WEST ADGE OF A
 GB2673'RUNWAY , 55.2 M (181.10 FT) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY,
 GB2673'14.0 M (45.93 FT) EAST OF A STEEL POLE FOR THE WINDSOCK AND 0.46 M
 GB2673'(1.51 FT) NORTH OF A WITNESS POST. THE LOGO CAP IS RECESSED 3 CM
 GB2673'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2674 ***********************************************************************
 GB2674  DESIGNATION -  COOKPORT AZ MK
 GB2674  PID         -  GB2674
 GB2674  STATE/COUNTY-  TN/PUTNAM
 GB2674  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB2674
 GB2674                         *CURRENT SURVEY CONTROL
 GB2674  ___________________________________________________________________
 GB2674* NAD 83(1995)-  36 11 21.92931(N)    085 29 10.51676(W)     ADJUSTED  
 GB2674* NAVD 88     -       346.2    (meters)    1136.     (feet)  VERTCON   
 GB2674  ___________________________________________________________________
 GB2674  X           -     405,600.705 (meters)                     COMP
 GB2674  Y           -  -5,137,886.796 (meters)                     COMP
 GB2674  Z           -   3,745,362.592 (meters)                     COMP
 GB2674  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 GB2674  ELLIP HEIGHT-         316.48  (meters)          (04/12/99) GPS OBS
 GB2674  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB2674
 GB2674  HORZ ORDER  -  THIRD
 GB2674  ELLP ORDER  -  FOURTH    CLASS I
 GB2674
 GB2674.The horizontal coordinates were established by GPS observations
 GB2674.and adjusted by the National Geodetic Survey in April 1999..
 GB2674
 GB2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2674
 GB2674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2674
 GB2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2674
 GB2674.The ellipsoidal height was determined by GPS observations
 GB2674.and is referenced to NAD 83.
 GB2674
 GB2674.The geoid height was determined by GEOID03.
 GB2674
 GB2674;                    North         East     Units Scale Factor Converg.
 GB2674;SPC TN       -   206,054.588   646,208.435   MT  0.99996758   +0 18 02.8
 GB2674;SPC TN       -   676,030.76  2,120,102.17   sFT  0.99996758   +0 18 02.8
 GB2674;UTM  16      - 4,006,020.537   636,108.091   MT  0.99982826   +0 53 38.2
 GB2674
 GB2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2674!SPC TN       -   0.99995033  x   0.99996758  =   0.99991791
 GB2674!UTM  16      -   0.99995033  x   0.99982826  =   0.99977860
 GB2674
 GB2674:                Primary Azimuth Mark                     Grid Az
 GB2674:SPC TN       -  COOKPORT                                 339 04 03.0
 GB2674:UTM  16      -  COOKPORT                                 338 28 27.6
 GB2674
 GB2674|---------------------------------------------------------------------|
 GB2674| PID    Reference Object                     Distance      Geod. Az  |
 GB2674|                                                           dddmmss.s |
 GB2674| GB2673 COOKPORT                            463.165 METERS 3392205.8 |
 GB2674|---------------------------------------------------------------------|
 GB2674
 GB2674                          SUPERSEDED SURVEY CONTROL
 GB2674
 GB2674  NAD 83(1995)-  36 11 21.93196(N)    085 29 10.52227(W) AD(       ) 3
 GB2674  ELLIP H (08/24/92)  316.40   (m)                       GP(       ) 5 2
 GB2674  NAD 83(1995)-  36 11 21.93238(N)    085 29 10.52151(W) AD(       ) 3
 GB2674  NGVD 29 (09/17/90)  346.3    (m)         1136.     (f) GPS OBS        
 GB2674
 GB2674.Superseded values are not recommended for survey control.
 GB2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2674.See file dsdata.txt to determine how the superseded data were derived.
 GB2674
 GB2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3610806021(NAD 83)
 GB2674_MARKER: I = METAL ROD
 GB2674_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2674_SP_SET: DRIVEN INTO GROUND
 GB2674_MARK LOGO: NGS   
 GB2674_MAGNETIC: I = MARKER IS A STEEL ROD
 GB2674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2674+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1992
 GB2674
 GB2674  HISTORY     - Date     Condition        Report By
 GB2674  HISTORY     - 1987     MONUMENTED       NGS
 GB2674  HISTORY     - 1987     GOOD             NGS
 GB2674  HISTORY     - 19890821 GOOD
 GB2674  HISTORY     - 19920514 GOOD             NGS
 GB2674
 GB2674                          STATION DESCRIPTION
 GB2674
 GB2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2674'2.35 MILES NORTH ALONG STATE HIGHWAY 136 (N. WASHINGTON AVENUE)
 GB2674'FROM THE COURTHOUSE IN COOKEVILLE, TO THE JUNCTION OF THE PUTNAM
 GB2674'COUNTRY AIRPORT ROAD, THENCE 0.1 MILE EAST ALONG THE AIRPORT ROAD
 GB2674'TO PUTNAM COUNTY AIRPORT OFFICE, CONTINUE EASTERLY ALONG TAXIWAY
 GB2674'FOR ABOUT 0.1 MILE TO JUNCTION OF RUNWAY, THENCE 0.3 MILE SOUTHERLY
 GB2674'ALONG RUNWAY TO MARK ON RIGHT AND NEAR A VASI, A 3-D MARK, A STAINLESS
 GB2674'STEEL ROD DRIVEN 9.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND ENCASED
 GB2674'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN 5 INCH PVC PIPE
 GB2674'WITH LOGO CAP ---STAMPED COOKPORT AZ MK 1987 RECESSED 1 INCH BELOW
 GB2674'GROUND WITH A REBAR IN CONCRETE, 64.3 FEET WEST OF WEST EDGE OF RUNWAY
 GB2674'15.6 FEET WEST OF A VASI, 32.4 FEET SOUTHWEST OF A METAL ELECTRICAL
 GB2674'BOX FOR VASI, AND 1.3 FEET EAST OF A FIBERGLASS WITNESS POST. ALSO
 GB2674'0.3 MILE SOUTHWEST OF COOKPORT 1987.
 GB2674
 GB2674                          STATION RECOVERY (1987)
 GB2674
 GB2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GB2674'RECOVERED IN GOOD CONDITION.
 GB2674
 GB2674                          STATION RECOVERY (1989)
 GB2674
 GB2674'RECOVERED 1989
 GB2674'RECOVERED IN GOOD CONDITION.
 GB2674
 GB2674                          STATION RECOVERY (1992)
 GB2674
 GB2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GB2674'THE STATION IS LOCATED ABOUT 3.2 KM (1.99 MI) NORTH OF COOKEVILLE, 6.4
 GB2674'KM (3.98 MI) SOUTHWEST OF ALGOOD, AND AT THE PUTNAM COUNTY AIRPORT.
 GB2674'CONTACT MR. TOMMY THOMPSON, TELEPHONE NUMBER 615-526-5726.
 GB2674'TO REACH THE STATION FROM THE COURTHOUSE IN COOKEVILLE GO NORTH ON
 GB2674'STATE HIGHWAY 136 (NORTH WASHINGTON AVENUE) FOR 3.8 KM (2.36 MI) TO
 GB2674'THE JUNCTION OF PUTNAM COUNTY ROAD. GO EAST ON AIRPORT ROAD FOR 0.16
 GB2674'KM (0.10 MI) TO THE AIRPORT OFFICE. CONTINUE EASTERLY ALONG TAXIWAY
 GB2674'FOR ABOUT 0.16 KM (0.10 MI) TO A RUNWAY JUNCTION. GO SOUTHERLY FOR
 GB2674'0.48 KM (0.30 MI) ALONG THE RUNWAY TO THE MARK ON THE RIGHT NEAR A
 GB2674'VASI.
 GB2674'THE STATION IS SET 19.6 M (64.30 FT) WEST OF THE WEST EDGE OF A RUNWAY
 GB2674', 4.75 M (15.58 FT) WEST OF THE VASI, 9.88 M (32.41 FT) SOUTHWEST OF A
 GB2674'METAL ELECTRICAL BOX AND 0.40 M (1.31 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2600 ***********************************************************************
 GB2600  DESIGNATION -  COOPER
 GB2600  PID         -  GB2600
 GB2600  STATE/COUNTY-  TN/MORGAN
 GB2600  USGS QUAD   -  CAMP AUSTIN (1979)
 GB2600
 GB2600                         *CURRENT SURVEY CONTROL
 GB2600  ___________________________________________________________________
 GB2600* NAD 83(1995)-  36 00 19.24539(N)    084 31 31.56617(W)     ADJUSTED  
 GB2600* NAVD 88     -       360.4    (meters)    1182.     (feet)  VERTCON   
 GB2600  ___________________________________________________________________
 GB2600  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GB2600  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GB2600
 GB2600  HORZ ORDER  -  SECOND
 GB2600
 GB2600.The horizontal coordinates were established by classical geodetic methods
 GB2600.and adjusted by the National Geodetic Survey in April 1999..
 GB2600
 GB2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2600
 GB2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2600
 GB2600.The geoid height was determined by GEOID03.
 GB2600
 GB2600;                    North         East     Units Scale Factor Converg.
 GB2600;SPC TN       -   186,510.050   732,931.943   MT  0.99995285   +0 51 47.8
 GB2600;SPC TN       -   611,908.39  2,404,627.55   sFT  0.99995285   +0 51 47.8
 GB2600;UTM  16      - 3,987,373.750   723,033.202   MT  1.00021298   +1 27 19.1
 GB2600
 GB2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2600!SPC TN       -   0.99994813  x   0.99995285  =   0.99990098
 GB2600!UTM  16      -   0.99994813  x   1.00021298  =   1.00016110
 GB2600
 GB2600|---------------------------------------------------------------------|
 GB2600| PID    Reference Object                     Distance      Geod. Az  |
 GB2600|                                                           dddmmss.s |
 GB2600| DB9095 COOPER RM 2                           6.185 METERS 00100     |
 GB2600| GB2601 TS 2T                               APPROX. 5.0 KM 0091227.9 |
 GB2600| DB9094 COOPER RM 1                           7.397 METERS 16142     |
 GB2600| DB9093 COOPER AZ MK                                       2153246.7 |
 GB2600|---------------------------------------------------------------------|
 GB2600
 GB2600                          SUPERSEDED SURVEY CONTROL
 GB2600
 GB2600  NAD 83(1995)-  36 00 19.25307(N)    084 31 31.56613(W) AD(       ) 2
 GB2600  NAD 83(1995)-  36 00 19.25358(N)    084 31 31.56626(W) AD(       ) 2
 GB2600  NAD 83(1986)-  36 00 19.25802(N)    084 31 31.56423(W) AD(       ) 2
 GB2600  NAD 27      -  36 00 18.98395(N)    084 31 31.79509(W) AD(       ) 2
 GB2600  NGVD 29 (07/19/86)  360.5    (m)         1183.     (f) VERT ANG       
 GB2600
 GB2600.Superseded values are not recommended for survey control.
 GB2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2600.See file dsdata.txt to determine how the superseded data were derived.
 GB2600
 GB2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2303387374(NAD 83)
 GB2600_MARKER: DD = SURVEY DISK
 GB2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2600
 GB2600  HISTORY     - Date     Condition        Report By
 GB2600  HISTORY     - 1965     MONUMENTED       TNHD
 GB2600
 GB2600                          STATION DESCRIPTION
 GB2600
 GB2600'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2600'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF HARRIMAN.
 GB2600'
 GB2600'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND U.S.
 GB2600'HIGHWAY 27 IN HARRIMAN, GO 7.15 MILES NORTHERLY ON U.S. HIGHWAY 27
 GB2600'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD ON U.S.
 GB2600'HIGHWAY 27 FOR 0.2 MILE TO MR.  COOPERS DRIVEWAY ON THE RIGHT,
 GB2600'TURN RIGHT AND GO UPHILL AND BEHIND A HOUSE FOR 0.2 MILE ON THE
 GB2600'GRAVELED DRIVE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GB2600'
 GB2600'THE STATION MARK IS 12 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB2600'GRAVELED DRIVE, 5 FEET SOUTHWEST OF A 6-INCH OAK TREE, 1.7 FEET
 GB2600'NORTHEAST OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE SURFACE
 GB2600'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2600'DEPARTMENT DISKS AND THE DISKS ARE STAMPED COOPER 1965.  THE
 GB2600'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2600'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2600'
 GB2600'REFERENCE MARK NO. 1 IS 22 FEET SOUTHWEST OF A UTILITY POLE, 9 FEET
 GB2600'WEST OF THE GRAVELED DRIVE AND 2 FEET EAST OF THE FENCE.  IT IS A
 GB2600'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2600'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COOPER RM-1
 GB2600'1965.
 GB2600'
 GB2600'REFERENCE MARK NO. 2 IS 7 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB2600'GRAVELED DRIVE, 6 FEET EAST OF THE FENCE AND 3 FEET EAST OF A 5-INCH
 GB2600'OAK TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2600'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2600'COOPER RM-2 1965.
 GB2600'
 GB2600'THE AZIMUTH MARK IS 35 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GB2600'HIGHWAY 27, 20 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GB2600'DRIVE, 7 FEET SOUTH OF AN 18-INCH OAK TREE, 4 FEET NORTH OF A 12-INCH
 GB2600'OAK TREE AND 1.9 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 GB2600'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB2600'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COOPER AZI 1965.
 GB2600'
 GB2600'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2338 ***********************************************************************
 GC2338  DESIGNATION -  COOPER
 GC2338  PID         -  GC2338
 GC2338  STATE/COUNTY-  TN/DAVIDSON
 GC2338  USGS QUAD   -  WHITES CREEK (1994)
 GC2338
 GC2338                         *CURRENT SURVEY CONTROL
 GC2338  ___________________________________________________________________
 GC2338* NAD 83(1995)-  36 20 16.05311(N)    086 52 11.12444(W)     ADJUSTED  
 GC2338* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 GC2338  ___________________________________________________________________
 GC2338  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GC2338  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2338
 GC2338  HORZ ORDER  -  FIRST
 GC2338
 GC2338.The horizontal coordinates were established by classical geodetic methods
 GC2338.and adjusted by the National Geodetic Survey in April 1999..
 GC2338
 GC2338.The orthometric height was scaled from a topographic map.
 GC2338
 GC2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2338
 GC2338.The geoid height was determined by GEOID03.
 GC2338
 GC2338;                    North         East     Units Scale Factor Converg.
 GC2338;SPC TN       -   222,743.347   521,917.362   MT  0.99998696   -0 30 33.1
 GC2338;SPC TN       -   730,783.80  1,712,323.88   sFT  0.99998696   -0 30 33.1
 GC2338;UTM  16      - 4,021,423.513   511,688.250   MT  0.99960168   +0 04 37.8
 GC2338
 GC2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2338!SPC TN       -   0.99996320  x   0.99998696  =   0.99995016
 GC2338!UTM  16      -   0.99996320  x   0.99960168  =   0.99956489
 GC2338
 GC2338:                Primary Azimuth Mark                     Grid Az
 GC2338:SPC TN       -  AIRWAY BEACON 24                         014 01 03.4
 GC2338:UTM  16      -  AIRWAY BEACON 24                         013 25 52.5
 GC2338
 GC2338|---------------------------------------------------------------------|
 GC2338| PID    Reference Object                     Distance      Geod. Az  |
 GC2338|                                                           dddmmss.s |
 GC2338| GC2329 AIRWAY BEACON 24                    APPROX. 8.8 KM 0133030.3 |
 GC2338| GC2294 AIRWAY BEACON 63                    APPROX.30.8 KM 1795916.2 |
 GC2338| GC2357 AIRWAY BEACON 23                    APPROX. 5.5 KM 1871812.5 |
 GC2338| CG5142 COOPER RM 1                                        21243     |
 GC2338| CG5143 COOPER RM 2                                        29323     |
 GC2338| CG5141 COOPER AZ MK                                       3343944.7 |
 GC2338|---------------------------------------------------------------------|
 GC2338
 GC2338                          SUPERSEDED SURVEY CONTROL
 GC2338
 GC2338  NAD 83(1995)-  36 20 16.05480(N)    086 52 11.12584(W) AD(       ) 1
 GC2338  NAD 83(1995)-  36 20 16.05727(N)    086 52 11.12781(W) AD(       ) 1
 GC2338  NAD 83(1986)-  36 20 16.06314(N)    086 52 11.12741(W) AD(       ) 1
 GC2338  NAD 27      -  36 20 15.88000(N)    086 52 11.13200(W) AD(       ) 1
 GC2338
 GC2338.Superseded values are not recommended for survey control.
 GC2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2338.See file dsdata.txt to determine how the superseded data were derived.
 GC2338
 GC2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1168821424(NAD 83)
 GC2338_MARKER: DS = TRIANGULATION STATION DISK
 GC2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2338
 GC2338  HISTORY     - Date     Condition        Report By
 GC2338  HISTORY     - 1933     MONUMENTED       CGS
 GC2338  HISTORY     - 1953     MARK NOT FOUND   CGS
 GC2338
 GC2338                          STATION DESCRIPTION
 GC2338
 GC2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2338'ABOUT 14 MILES NORTH OF NASHVILLE, 8.3 MILES WEST BY NORTH OF
 GC2338'GOODLETTSVILLE, 1.7 MILES NORTH OF JOELTON, ON LAND OWNED AND
 GC2338'OCCUPIED BY J. T. COOPER, ABOUT 225 YARDS SOUTH OF MR. COOPERS HOUSE,
 GC2338'280 FEET EAST OF HIGHWAY, ON HIGHEST POINT OF KNOB ON WEST EDGE
 GC2338'OF CULTIVATED FIELD, AND 103 FEET WEST OF NORTHWEST CORNER OF TENANT
 GC2338'HOUSE. TO REACH FROM JOELTON, GO TO LARGE BRICK SCHOOLHOUSE AT EAST
 GC2338'EDGE OF TOWN, TURN NORTH AND GO 1.7 MILES TO FARM OF MR. COOPER AND
 GC2338'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 GC2338'DISKS IN CONCRET.  UPPER MARK IS 14 INCHES BELOW
 GC2338'SURFACE OF GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2338'DISKS IN CONCRETE, PROJECTING 12 INCHES ABOVE GROUND. NO.
 GC2338'1 IS ON WEST SLOPE OF KNOB, ABOUT 40 YARDS SOUTH OF CORNER OF TENANT
 GC2338'HOUSE, 21 FEET EAST OF CENTER LINE OF HIGHWAY, ON EAST EDGE OF
 GC2338'HIGHWAY RIGHT-OF-WAY, AND 247.31 FEET (SLOPE DISTANCE) FROM STATION,
 GC2338'S 32 DEG 43 MIN W.  43 MIN. NO. 2 IS ON EAST EDGE OF HIGHWAY
 GC2338'RIGHT-OF-WAY, 16 FEET EAST-NORTHEAST OF CENTER LINE OF HIGHWAY, AND
 GC2338'309.26 FEET (SLOPE DISTANCE) FROM STATION, N 66 DEG 37 MIN W.
 GC2338'
 GC2338'AZIMUTH MARK IS 125 FEET WEST OF MR. COOPERS HOUSE, 15 FEET WEST OF
 GC2338'CENTER LINE OF HIGHWAY, ALONG TELEPHONE LINE, AND APPROXIMATELY
 GC2338'0.2 MILE FROM STATION, N 43 DEG 38 MIN 01 SEC W.
 GC2338
 GC2338                          STATION RECOVERY (1953)
 GC2338
 GC2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2338'STATION WAS SEARCHED FOR AFTER COOPER 2 WAS ESTABLISHED. IT WAS NOT
 GC2338'FOUND AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2339 ***********************************************************************
 GC2339  DESIGNATION -  COOPER 2
 GC2339  PID         -  GC2339
 GC2339  STATE/COUNTY-  TN/DAVIDSON
 GC2339  USGS QUAD   -  WHITES CREEK (1994)
 GC2339
 GC2339                         *CURRENT SURVEY CONTROL
 GC2339  ___________________________________________________________________
 GC2339* NAD 83(1995)-  36 20 16.65756(N)    086 52 11.13428(W)     ADJUSTED  
 GC2339* NAVD 88     -       260.6    (meters)     855.     (feet)  VERTCON   
 GC2339  ___________________________________________________________________
 GC2339  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GC2339  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2339
 GC2339  HORZ ORDER  -  SECOND
 GC2339
 GC2339.The horizontal coordinates were established by classical geodetic methods
 GC2339.and adjusted by the National Geodetic Survey in April 1999..
 GC2339
 GC2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2339
 GC2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2339
 GC2339.The geoid height was determined by GEOID03.
 GC2339
 GC2339;                    North         East     Units Scale Factor Converg.
 GC2339;SPC TN       -   222,761.979   521,917.282   MT  0.99998699   -0 30 33.1
 GC2339;SPC TN       -   730,844.93  1,712,323.62   sFT  0.99998699   -0 30 33.1
 GC2339;UTM  16      - 4,021,442.136   511,687.979   MT  0.99960168   +0 04 37.8
 GC2339
 GC2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2339!SPC TN       -   0.99996372  x   0.99998699  =   0.99995071
 GC2339!UTM  16      -   0.99996372  x   0.99960168  =   0.99956541
 GC2339
 GC2339|---------------------------------------------------------------------|
 GC2339| PID    Reference Object                     Distance      Geod. Az  |
 GC2339|                                                           dddmmss.s |
 GC2339| CG5145 COOPER 2 RM 1                        26.932 METERS 00316     |
 GC2339| CG5144 COOPER 2 AZ MK                                     0080548.5 |
 GC2339| GC2330 GREENBRIER MUNICIPAL TANK           APPROX.11.7 KM 0313629.7 |
 GC2339| GC2343 JOELTON FAA MICROWAVE MAST          APPROX. 0.8 KM 1053819.8 |
 GC2339| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX.10.7 KM 1362610.1 |
 GC2339| CG5146 COOPER 2 RM 2                        28.816 METERS 13733     |
 GC2339| GC2359 JOELTON MUNICIPAL TANK              APPROX. 2.4 KM 1930712.5 |
 GC2339|---------------------------------------------------------------------|
 GC2339
 GC2339                          SUPERSEDED SURVEY CONTROL
 GC2339
 GC2339  NAD 83(1995)-  36 20 16.65901(N)    086 52 11.13599(W) AD(       ) 2
 GC2339  NAD 83(1995)-  36 20 16.66183(N)    086 52 11.13740(W) AD(       ) 2
 GC2339  NAD 83(1986)-  36 20 16.66752(N)    086 52 11.13755(W) AD(       ) 2
 GC2339  NAD 27      -  36 20 16.48370(N)    086 52 11.14190(W) AD(       ) 2
 GC2339  NGVD 29 (07/19/86)  260.7    (m)          855.     (f) VERT ANG       
 GC2339
 GC2339.Superseded values are not recommended for survey control.
 GC2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2339.See file dsdata.txt to determine how the superseded data were derived.
 GC2339
 GC2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1168821442(NAD 83)
 GC2339_MARKER: DS = TRIANGULATION STATION DISK
 GC2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2339
 GC2339  HISTORY     - Date     Condition        Report By
 GC2339  HISTORY     - 1953     MONUMENTED       CGS
 GC2339  HISTORY     - 1965     GOOD             CGS
 GC2339
 GC2339                          STATION DESCRIPTION
 GC2339
 GC2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2339'STATION IS LOCATED 14 MILES NORTHWEST OF NASHVILLE AND 2 MILES NORTH
 GC2339'OF JOELTON ON PROPERTY OWNED BY MRS. J.T. COOPER.  IT IS 106 FEET
 GC2339'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE AND 13 FEET SOUTH
 GC2339'OF A FENCE CORNER AND A WHITE WITNESS POST. THE MARK PROJECTS
 GC2339'2 INCHES AND THE DISK IS STAMPED COOPER 2 1953.
 GC2339'
 GC2339'REFERENCE MARK NO. 1 IS 8 FEET SOUTH OF A 4 INCH APPLE TREE AND 1
 GC2339'FOOT EAST OF A FENCE LINE. THE MARK PROJECTS 2 INCHES AND THE
 GC2339'DISK IS STAMPED COOPER 2 NO. 1 1953.
 GC2339'
 GC2339'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A FENCE LINE. THE MARK IS
 GC2339'FLUSH AND THE DISK IS STAMPED COOPER 2 NO. 2 1953.
 GC2339'
 GC2339'AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTER OF A DIRT DRIVEWAY, 2
 GC2339'FEET NORTH OF A FENCE LINE, 1 FOOT EAST OF A WHITE WITNESS POST
 GC2339'AND 1 FOOT WEST OF A POWER LINE POLE. THE MARK PROJECTS 2 INCHES AND
 GC2339'THE DISK IS STAMPED COOPER 2 1953.
 GC2339'
 GC2339'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 65 AND
 GC2339'OLD CLARKSVILLE PIKE AT THE JOELTON HIGH SCHOOL IN JOELTON, GO
 GC2339'NORTH ON HIGHWAY 65 FOR 1.7 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 GC2339'RIGHT AND GO 0.1 MILE TO THE STATION AS DESCRIBED.
 GC2339'
 GC2339'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE DRIVEWAY
 GC2339'FOR 0.1 MILE TO HIGHWAY 65, TURN RIGHT AND GO NORTH FOR 0.2 MILE TO
 GC2339'A DIRT DRIVEWAY, TURN RIGHT AND GO 0.15 MILE TO THE AZIMUTH MARK ON
 GC2339'THE RIGHT AS DESCRIBED.
 GC2339'
 GC2339'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2339
 GC2339                          STATION RECOVERY (1965)
 GC2339
 GC2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC2339'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. DUE TO
 GC2339'MINOR DISCREPANCIES AND CHANGES, A NEW AND COMPLETE DESCRIPTION
 GC2339'FOLLOWS-
 GC2339'
 GC2339'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF NASHVILLE AND
 GC2339'ABOUT 2 MILES NORTH OF JOELTON.
 GC2339'
 GC2339'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO 0.1 MILE
 GC2339'EASTERLY ON OLD CLARKSVILLE PIKE TO THE JUNCTION OF U.S. HIGHWAY
 GC2339'431. TURN LEFT, NORTH, AND GO 1.8 MILES ON U.S. HIGHWAY 431 TO A
 GC2339'DRIVE ON THE RIGHT LEADING TO A BRICK HOUSE, *TURN RIGHT, EAST,
 GC2339'AND GO 0.1 MILE TO THE END OF THE DRIVE AND THE STATION ABOUT 100
 GC2339'FEET STRAIGHT AHEAD.
 GC2339'
 GC2339'THE STATION IS 89 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 GC2339'ATTACHED BRICK GARAGE, 13 FEET SOUTH OF A FENCE CORNER- POST AND
 GC2339'12.2 FEET SOUTH OF A WHITE, WOODEN, WITNESS POST. THE MARK IS A
 GC2339'STANDARD U.S.C. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP
 GC2339'OF A 10-INCH, SQUARE, CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 GC2339'AND THE DISK IS STAMPED COOPER 2 1953.
 GC2339'
 GC2339'REFERENCE MARK NO. 1 IS 7 FT S OF A 12-IN TREE. THE MK IS A STANDARD
 GC2339'U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GC2339'10-INCH, SQUARE, CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES, AND
 GC2339'THE DISK IS STAMPED COOPER 2 NO. 1 1953.
 GC2339'
 GC2339'REFERENCE MARK NO. 2 IS 8 FEET NORTHEAST OF AN 8-INCH APPLE TREE. THE
 GC2339'MARK IS A STANDARD U.S.C. AND G.S. DISK SET IN THE TOP OF A 10-INCH,
 GC2339'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COOPER 2 NO.
 GC2339'2 1953.
 GC2339'
 GC2339'THE AZIMUTH MARK IS 20 FEET SOUTH OF A DIRT ROAD, 2 FEET NORTH OF A
 GC2339'FENCE LINE, 1 FOOT WEST OF A POWER POLE AND 1 FOOT EAST OF A WHITE,
 GC2339'WOODEN, WITNESS POST. THE MARK IS A STANDARD U.S.C. AND G.S. AZIMUTH
 GC2339'MARK DISK SET IN THE TOP OF A 10- INCH, SQUARE, FLUSH, CONCRETE
 GC2339'MONUMENT AND THE DISK IS STAMPED COOPER 2 1953.
 GC2339'
 GC2339'TO REACH THE AZIMUTH MARK, *CONTINUE NORTH ON U.S. HIGHWAY 431 FOR
 GC2339'0.3 MILE TO A DIRT ROAD, RIGHT, TURN RIGHT, EAST, GO 0.15 MILE TO
 GC2339'THE MARK ON THE RIGHT.
 GC2339'
 GC2339'ALL OBSERVATIONS WERE MADE FROM A 90 FEET STEEL TOWER.
 GC2339'
 GC2339'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2147 ***********************************************************************
 GA2147  DESIGNATION -  COPE
 GA2147  PID         -  GA2147
 GA2147  STATE/COUNTY-  TN/HAWKINS
 GA2147  USGS QUAD   -  CAMELOT (1976)
 GA2147
 GA2147                         *CURRENT SURVEY CONTROL
 GA2147  ___________________________________________________________________
 GA2147* NAD 83(1995)-  36 22 53.21933(N)    083 03 23.55382(W)     ADJUSTED  
 GA2147* NAVD 88     -       365.121  (meters)    1197.90   (feet)  ADJUSTED  
 GA2147  ___________________________________________________________________
 GA2147  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 GA2147  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2147  DYNAMIC HT  -         364.787 (meters)    1196.81  (feet)  COMP
 GA2147  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2147
 GA2147  HORZ ORDER  -  SECOND
 GA2147  VERT ORDER  -  SECOND    CLASS 0
 GA2147
 GA2147.The horizontal coordinates were established by classical geodetic methods
 GA2147.and adjusted by the National Geodetic Survey in April 1999..
 GA2147
 GA2147.The orthometric height was determined by differential leveling
 GA2147.and adjusted by the National Geodetic Survey in June 1991..
 GA2147
 GA2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2147
 GA2147.The geoid height was determined by GEOID03.
 GA2147
 GA2147.The dynamic height is computed by dividing the NAVD 88
 GA2147.geopotential number by the normal gravity value computed on the
 GA2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2147.degrees latitude (g = 980.6199 gals.).
 GA2147
 GA2147.The modeled gravity was interpolated from observed gravity values.
 GA2147
 GA2147;                    North         East     Units Scale Factor Converg.
 GA2147;SPC TN       -   231,212.119   864,067.594   MT  0.99999394   +1 43 23.6
 GA2147;SPC TN       -   758,568.43  2,834,861.76   sFT  0.99999394   +1 43 23.6
 GA2147;UTM  17      - 4,028,222.342   315,533.568   MT  1.00001927   -1 13 12.7
 GA2147
 GA2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2147!SPC TN       -   0.99994761  x   0.99999394  =   0.99994155
 GA2147!UTM  17      -   0.99994761  x   1.00001927  =   0.99996688
 GA2147
 GA2147:                Primary Azimuth Mark                     Grid Az
 GA2147:SPC TN       -  COPE AZ MK                               043 51 00.5
 GA2147:UTM  17      -  COPE AZ MK                               046 47 36.8
 GA2147
 GA2147|---------------------------------------------------------------------|
 GA2147| PID    Reference Object                     Distance      Geod. Az  |
 GA2147|                                                           dddmmss.s |
 GA2147| GA2145 COPE AZ MK                                         0453424.1 |
 GA2147| GA2146 COPE RM 1                            24.180 METERS 05308     |
 GA2147| GA3411 ROGERSVILLE TVA STM PLT MAST        APPROX. 5.5 KM 0764705.9 |
 GA2147| GA2148 COPE RM 2                            22.939 METERS 23050     |
 GA2147|---------------------------------------------------------------------|
 GA2147
 GA2147                          SUPERSEDED SURVEY CONTROL
 GA2147
 GA2147  NAD 83(1995)-  36 22 53.22339(N)    083 03 23.55741(W) AD(       ) 2
 GA2147  NAD 83(1995)-  36 22 53.23446(N)    083 03 23.56030(W) AD(       ) 2
 GA2147  NAD 83(1995)-  36 22 53.22633(N)    083 03 23.56009(W) AD(       ) 2
 GA2147  NAD 83(1986)-  36 22 53.22839(N)    083 03 23.55722(W) AD(       ) 2
 GA2147  NAD 27      -  36 22 52.88845(N)    083 03 23.96228(W) AD(       ) 2
 GA2147  NGVD 29 (??/??/92)  365.269  (m)         1198.39   (f) ADJ UNCH    2 0
 GA2147
 GA2147.Superseded values are not recommended for survey control.
 GA2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2147.See file dsdata.txt to determine how the superseded data were derived.
 GA2147
 GA2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1553428222(NAD 83)
 GA2147_MARKER: DD = SURVEY DISK
 GA2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2147_STAMPING: COPE 1964
 GA2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2147+STABILITY: SURFACE MOTION
 GA2147
 GA2147  HISTORY     - Date     Condition        Report By
 GA2147  HISTORY     - 1964     MONUMENTED       TNHD
 GA2147  HISTORY     - 1964     GOOD             TNGS
 GA2147
 GA2147                          STATION DESCRIPTION
 GA2147
 GA2147'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2147'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF ROGERSVILLE.
 GA2147'
 GA2147'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 3.1
 GA2147'MILES SOUTHWEST ON
 GA2147'U.S.  HIGHWAY 11W TO THE AZIMUTH MARK ON THE RIGHT,
 GA2147'CONTINUE FOR 0.2 MILE SOUTHWEST
 GA2147'ON U.S.  HIGHWAY 11W TO AN ABANDONED
 GA2147'WHITE FRAME CHURCH ON THE LEFT AND THE STATION ON
 GA2147'THE LEFT AS
 GA2147'DESCRIBED.
 GA2147'
 GA2147'THE STATION IS 118 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GA2147'CHURCH, 60 FEET SOUTH OF
 GA2147'A 14-INCH PINE TREE, 37 FEET NORTH OF A 5-INCH PINE
 GA2147'TREE AND 5.1 FEET WEST OF A
 GA2147'WITNESS POST.  THE SURFACE AND
 GA2147'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA2147'HIGHWAY DEPARTMENT DISKS AND
 GA2147'ARE STAMPED COPE 1964.  THE UNDERGROUND MARK IS ABOUT 30
 GA2147'INCHES BELOW THE
 GA2147'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2147'CONCRETE MONUMENT.
 GA2147'
 GA2147'REFERENCE MARK NO. 1 IS 58 FEET EAST OF A 14-INCH PINE TREE AND 26
 GA2147'FEET SOUTHWEST OF A
 GA2147'9-INCH PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2147'DEPARTMENT DISK SET IN A 10-INCH
 GA2147'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2147'THE DISK IS STAMPED COPE RM-1 1964.
 GA2147'
 GA2147'REFERENCE MARK NO. 2 IS 34 FEET EAST OF A 3-INCH PINE TREE, 24 FEET
 GA2147'WEST OF A 5-INCH PINE TREE
 GA2147'AND 18 FEET NORTH OF A 5-INCH PINE TREE.  IT IS A
 GA2147'STANDARD TENNESSEE HIGHWAY
 GA2147'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2147'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2147'STAMPED COPE RM-2 1964.
 GA2147'
 GA2147'THE AZIMUTH MARK IS 55 FEET NORTHEAST OF A UTILITY POLE WSPIT2, 20
 GA2147'FEET WEST OF THE
 GA2147'APPROXIMATE CENTER OF U.S.  HIGHWAY 11W, 4 FEET WEST OF A MAIL
 GA2147'BOX AND 2.7 FEET
 GA2147'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 GA2147'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2147'AND THE DISK IS STAMPED COPE AZI
 GA2147'1964.
 GA2147'
 GA2147'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA2147'
 GA2147'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA2147
 GA2147                          STATION RECOVERY (1964)
 GA2147
 GA2147'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2147'3 MI SW FROM ROGERSVILLE.
 GA2147'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 3.3
 GA2147'MILES SOUTHWEST ON U.S. HIGHWAY 11W TO AN ABANDONED WHITE FRAME
 GA2147'CHURCH ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS
 GA2147'118 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 60
 GA2147'FEET SOUTH OF A 14-INCH PINE TREE, 37 FEET NORTH OF A 5-INCH PINE
 GA2147'TREE AND 5.1 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD
 GA2147'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2147'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1914 ***********************************************************************
 FC1914  DESIGNATION -  COPE
 FC1914  PID         -  FC1914
 FC1914  STATE/COUNTY-  TN/WARREN
 FC1914  USGS QUAD   -  CAMPAIGN (1981)
 FC1914
 FC1914                         *CURRENT SURVEY CONTROL
 FC1914  ___________________________________________________________________
 FC1914* NAD 83(1995)-  35 47 46.31452(N)    085 43 08.97344(W)     ADJUSTED  
 FC1914* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 FC1914  ___________________________________________________________________
 FC1914  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FC1914  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC1914
 FC1914  HORZ ORDER  -  SECOND
 FC1914
 FC1914.The horizontal coordinates were established by classical geodetic methods
 FC1914.and adjusted by the National Geodetic Survey in April 1999..
 FC1914
 FC1914.The orthometric height was scaled from a topographic map.
 FC1914
 FC1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1914
 FC1914.The geoid height was determined by GEOID03.
 FC1914
 FC1914;                    North         East     Units Scale Factor Converg.
 FC1914;SPC TN       -   162,339.778   625,385.286   MT  0.99994862   +0 09 51.9
 FC1914;SPC TN       -   532,609.75  2,051,784.89   sFT  0.99994862   +0 09 51.9
 FC1914;UTM  16      - 3,962,101.011   615,738.488   MT  0.99976506   +0 44 57.3
 FC1914
 FC1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1914!SPC TN       -   0.99994476  x   0.99994862  =   0.99989339
 FC1914!UTM  16      -   0.99994476  x   0.99976506  =   0.99970984
 FC1914
 FC1914|---------------------------------------------------------------------|
 FC1914| PID    Reference Object                     Distance      Geod. Az  |
 FC1914|                                                           dddmmss.s |
 FC1914| CG5151 COPE RM 1                            15.277 METERS 01056     |
 FC1914| CG5152 COPE RM 2                            24.155 METERS 07520     |
 FC1914| CG5150 COPE AZ MK                                         1560227.5 |
 FC1914| FC1916 MCMINNVILLE MUNICIPAL TANK          APPROX.12.5 KM 2022100.8 |
 FC1914|---------------------------------------------------------------------|
 FC1914
 FC1914                          SUPERSEDED SURVEY CONTROL
 FC1914
 FC1914  NAD 83(1995)-  35 47 46.31878(N)    085 43 08.97773(W) AD(       ) 2
 FC1914  NAD 83(1986)-  35 47 46.32633(N)    085 43 08.97363(W) AD(       ) 2
 FC1914  NAD 27      -  35 47 46.07700(N)    085 43 09.04100(W) AD(       ) 2
 FC1914
 FC1914.Superseded values are not recommended for survey control.
 FC1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1914.See file dsdata.txt to determine how the superseded data were derived.
 FC1914
 FC1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1573862101(NAD 83)
 FC1914_MARKER: DS = TRIANGULATION STATION DISK
 FC1914_SETTING: 66 = SET IN ROCK OUTCROP
 FC1914
 FC1914  HISTORY     - Date     Condition        Report By
 FC1914  HISTORY     - 1934     MONUMENTED       CGS
 FC1914
 FC1914                          STATION DESCRIPTION
 FC1914
 FC1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1914'ABOUT 8-1/2 MILES NORTH-NORTHEAST OF MCMINNVILLE, 12.8 MILES
 FC1914'SOUTH-SOUTHEAST OF SMITHVILLE, AND ON SUMMIT OF COPE MOUNTAIN.
 FC1914'TO REACH FROM MCMINNVILLE, TAKE MAIN MACADAM ROAD TOWARD MOUNTAIN
 FC1914'CITY WOOLEN MILLS AND GO 9 MILES TO GREENS CROSSROAD, TURN LEFT AND
 FC1914'FOLLOW GRAVEL ROAD 0.5 MILE TO ROCK QUARRY, AND CONTINUE ABOUT 0.25
 FC1914'MILE UP HILL FROM QUARRY.  STATION IS IN 4-BY 3-FOOT FLAT
 FC1914'OUTCROPPING ROCK WHICH IS FLUSH WITH GROUND AND IN CENTER OF GROUP OF
 FC1914'LARGE ROCKS, 21 FEET WEST-SOUTHWEST OF 14-INCH OAK TREE WITH
 FC1914'TRIANGULAR BLAZE ON WEST SIDE, AND 16.5 FEET SOUTH OF FENCE LINE.
 FC1914'MARK IS STANDARD DISK STATION MARK WEDGED IN DRILL HOLE IN ROCK.
 FC1914'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN OUTCROPPING
 FC1914'BEDROCK.  NO. 1 IS IN 2- BY 1-FOOT FLAT ROCK OUTCROP WHICH
 FC1914'PROTRUDES ABOUT 2 INCHES AND 50.12 FEET FROM STATION
 FC1914'N 10 DEG 56 MIN E. NO. 2 IS IN 3- BY 2-FOOT ROCK OUTCROP WHICH
 FC1914'PROTRUDES ABOUT 4 INCHES AND 79.25 FEET FROM STATION N 75
 FC1914'DEG 20 MIN E.  AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 FC1914'ON PROPERTY OF W.F. SMITH, 40 YARDS NORTH OF GREENS
 FC1914'CROSSROAD SCHOOL, 10 YARDS EAST OF CENTER LINE OF COUNTY ROAD, 25
 FC1914'YARDS NORTHEAST OF CROSSROAD, AND 0.5 MILE FROM STATION
 FC1914'S 23 DEG 58 MIN E. FOLLOWING DISTANCES AND BEARINGS ARE FROM
 FC1914'STATION- MCMINNVILLE, MUNICIPAL WATER TANK (ALUMINUM), 7.8 MILES, S 22
 FC1914'DEG 21 MIN W. AND CAMPAIGN, ROCK RIVER COAL AND LUMBER CO.,
 FC1914'ALUMINUM WATER TANK, BALL ON TOP, 5 MILES, S 69 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2145 ***********************************************************************
 GA2145  DESIGNATION -  COPE AZ MK
 GA2145  PID         -  GA2145
 GA2145  STATE/COUNTY-  TN/HAWKINS
 GA2145  USGS QUAD   -  CAMELOT (1976)
 GA2145
 GA2145                         *CURRENT SURVEY CONTROL
 GA2145  ___________________________________________________________________
 GA2145* NAD 83(1986)-  36 23 01.     (N)    083 03 15.     (W)     SCALED    
 GA2145* NAVD 88     -       359.175  (meters)    1178.39   (feet)  ADJUSTED  
 GA2145  ___________________________________________________________________
 GA2145  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA2145  DYNAMIC HT  -         358.846 (meters)    1177.31  (feet)  COMP
 GA2145  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2145
 GA2145  VERT ORDER  -  SECOND    CLASS 0
 GA2145
 GA2145.The horizontal coordinates were scaled from a topographic map and have
 GA2145.an estimated accuracy of +/- 6 seconds.
 GA2145
 GA2145.The orthometric height was determined by differential leveling
 GA2145.and adjusted by the National Geodetic Survey in June 1991..
 GA2145
 GA2145.The geoid height was determined by GEOID03.
 GA2145
 GA2145.The dynamic height is computed by dividing the NAVD 88
 GA2145.geopotential number by the normal gravity value computed on the
 GA2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2145.degrees latitude (g = 980.6199 gals.).
 GA2145
 GA2145.The modeled gravity was interpolated from observed gravity values.
 GA2145
 GA2145;                    North         East    Units  Estimated Accuracy
 GA2145;SPC TN       -   231,460.      864,270.      MT  (+/- 180 meters Scaled)
 GA2145
 GA2145                          SUPERSEDED SURVEY CONTROL
 GA2145
 GA2145  NGVD 29 (??/??/92)  359.380  (m)         1179.07   (f) ADJ UNCH    2 0
 GA2145
 GA2145.Superseded values are not recommended for survey control.
 GA2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2145.See file dsdata.txt to determine how the superseded data were derived.
 GA2145
 GA2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA157284(NAD 83)
 GA2145_MARKER: DD = SURVEY DISK
 GA2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2145_STAMPING: COPE AZI 1964
 GA2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2145+STABILITY: SURFACE MOTION
 GA2145
 GA2145  HISTORY     - Date     Condition        Report By
 GA2145  HISTORY     - 1964     MONUMENTED       TNHD
 GA2145
 GA2145                          STATION DESCRIPTION
 GA2145
 GA2145'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2145'3 MI SW FROM ROGERSVILLE.
 GA2145'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA2145'3.1 MILES SOUTHWEST ON U.S. HIGHWAY 11W TO THE MARK ON THE RIGHT.
 GA2145'THE MARK IS 55 FEET NORTHEAST OF UTILITY POLE NO. WSP1T2, 20 FEET
 GA2145'WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 4 FEET WEST
 GA2145'OF A MAIL BOX AND 2.7 FEET NORTHEAST OF A WITNESS POST.  THE MARK
 GA2145'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2145'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2146 ***********************************************************************
 GA2146  DESIGNATION -  COPE RM 1
 GA2146  PID         -  GA2146
 GA2146  STATE/COUNTY-  TN/HAWKINS
 GA2146  USGS QUAD   -  CAMELOT (1976)
 GA2146
 GA2146                         *CURRENT SURVEY CONTROL
 GA2146  ___________________________________________________________________
 GA2146* NAD 83(1986)-  36 22 52.     (N)    083 03 23.     (W)     SCALED    
 GA2146* NAVD 88     -       365.636  (meters)    1199.59   (feet)  ADJUSTED  
 GA2146  ___________________________________________________________________
 GA2146  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2146  DYNAMIC HT  -         365.301 (meters)    1198.49  (feet)  COMP
 GA2146  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2146
 GA2146  VERT ORDER  -  SECOND    CLASS 0
 GA2146
 GA2146.The horizontal coordinates were scaled from a topographic map and have
 GA2146.an estimated accuracy of +/- 6 seconds.
 GA2146
 GA2146.The orthometric height was determined by differential leveling
 GA2146.and adjusted by the National Geodetic Survey in June 1991..
 GA2146
 GA2146.The geoid height was determined by GEOID03.
 GA2146
 GA2146.The dynamic height is computed by dividing the NAVD 88
 GA2146.geopotential number by the normal gravity value computed on the
 GA2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2146.degrees latitude (g = 980.6199 gals.).
 GA2146
 GA2146.The modeled gravity was interpolated from observed gravity values.
 GA2146
 GA2146;                    North         East    Units  Estimated Accuracy
 GA2146;SPC TN       -   231,180.      864,080.      MT  (+/- 180 meters Scaled)
 GA2146
 GA2146                          SUPERSEDED SURVEY CONTROL
 GA2146
 GA2146  NGVD 29 (??/??/92)  365.783  (m)         1200.07   (f) ADJ UNCH    2 0
 GA2146
 GA2146.Superseded values are not recommended for survey control.
 GA2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2146.See file dsdata.txt to determine how the superseded data were derived.
 GA2146
 GA2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA155281(NAD 83)
 GA2146_MARKER: DD = SURVEY DISK
 GA2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2146_STAMPING: COPE RM-1 1964
 GA2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2146+STABILITY: SURFACE MOTION
 GA2146
 GA2146  HISTORY     - Date     Condition        Report By
 GA2146  HISTORY     - 1964     MONUMENTED       TNHD
 GA2146
 GA2146                          STATION DESCRIPTION
 GA2146
 GA2146'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2146'3 MI SW FROM ROGERSVILLE.
 GA2146'THE MARK IS LOCATED AT THE COPE 1964 STATION SITE, 58 FEET EAST
 GA2146'OF A 14-INCH PINE TREE AND 26 FEET SOUTHWEST OF A 9-INCH PINE TREE.
 GA2146'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2146'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2146'NOTE-- FOR DESCR. SEE STATION COPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2148 ***********************************************************************
 GA2148  DESIGNATION -  COPE RM 2
 GA2148  PID         -  GA2148
 GA2148  STATE/COUNTY-  TN/HAWKINS
 GA2148  USGS QUAD   -  CAMELOT (1976)
 GA2148
 GA2148                         *CURRENT SURVEY CONTROL
 GA2148  ___________________________________________________________________
 GA2148* NAD 83(1986)-  36 22 52.     (N)    083 03 23.     (W)     SCALED    
 GA2148* NAVD 88     -       364.071  (meters)    1194.46   (feet)  ADJUSTED  
 GA2148  ___________________________________________________________________
 GA2148  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2148  DYNAMIC HT  -         363.738 (meters)    1193.36  (feet)  COMP
 GA2148  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA2148
 GA2148  VERT ORDER  -  SECOND    CLASS 0
 GA2148
 GA2148.The horizontal coordinates were scaled from a topographic map and have
 GA2148.an estimated accuracy of +/- 6 seconds.
 GA2148
 GA2148.The orthometric height was determined by differential leveling
 GA2148.and adjusted by the National Geodetic Survey in June 1991..
 GA2148
 GA2148.The geoid height was determined by GEOID03.
 GA2148
 GA2148.The dynamic height is computed by dividing the NAVD 88
 GA2148.geopotential number by the normal gravity value computed on the
 GA2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2148.degrees latitude (g = 980.6199 gals.).
 GA2148
 GA2148.The modeled gravity was interpolated from observed gravity values.
 GA2148
 GA2148;                    North         East    Units  Estimated Accuracy
 GA2148;SPC TN       -   231,180.      864,080.      MT  (+/- 180 meters Scaled)
 GA2148
 GA2148                          SUPERSEDED SURVEY CONTROL
 GA2148
 GA2148  NGVD 29 (??/??/92)  364.219  (m)         1194.94   (f) ADJ UNCH    2 0
 GA2148
 GA2148.Superseded values are not recommended for survey control.
 GA2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2148.See file dsdata.txt to determine how the superseded data were derived.
 GA2148
 GA2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA155281(NAD 83)
 GA2148_MARKER: DD = SURVEY DISK
 GA2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2148_STAMPING: COPE RM-2 1964
 GA2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2148+STABILITY: SURFACE MOTION
 GA2148
 GA2148  HISTORY     - Date     Condition        Report By
 GA2148  HISTORY     - 1964     MONUMENTED       TNHD
 GA2148
 GA2148                          STATION DESCRIPTION
 GA2148
 GA2148'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2148'3 MI SW FROM ROGERSVILLE.
 GA2148'THE MARK IS LOCATED AT THE COPE 1964 STATION SITE, 34 FEET EAST OF
 GA2148'A 3-INCH PINE TREE, 24 FEET WEST OF A 5-INCH PINE TREE AND 18
 GA2148'FEET NORTH OF A 5-INCH PINE TREE.  THE MARK IS A STANDARD TENNESSEE
 GA2148'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2148'MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE STATION COPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0048 ***********************************************************************
 EE0048  DESIGNATION -  COPPERHILL
 EE0048  PID         -  EE0048
 EE0048  STATE/COUNTY-  TN/POLK
 EE0048  USGS QUAD   -  MINERAL BLUFF (1988)
 EE0048
 EE0048                         *CURRENT SURVEY CONTROL
 EE0048  ___________________________________________________________________
 EE0048* NAD 83(1986)-  34 59 20.     (N)    084 22 13.     (W)     SCALED    
 EE0048* NAVD 88     -       449.800  (meters)    1475.72   (feet)  ADJUSTED  
 EE0048  ___________________________________________________________________
 EE0048  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE0048  DYNAMIC HT  -         449.342 (meters)    1474.22  (feet)  COMP
 EE0048  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 EE0048
 EE0048  VERT ORDER  -  SECOND    CLASS 0
 EE0048
 EE0048.The horizontal coordinates were scaled from a topographic map and have
 EE0048.an estimated accuracy of +/- 6 seconds.
 EE0048
 EE0048.The orthometric height was determined by differential leveling
 EE0048.and adjusted by the National Geodetic Survey in June 1991..
 EE0048
 EE0048.The geoid height was determined by GEOID03.
 EE0048
 EE0048.The dynamic height is computed by dividing the NAVD 88
 EE0048.geopotential number by the normal gravity value computed on the
 EE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0048.degrees latitude (g = 980.6199 gals.).
 EE0048
 EE0048.The modeled gravity was interpolated from observed gravity values.
 EE0048
 EE0048;                    North         East    Units  Estimated Accuracy
 EE0048;SPC TN       -    73,970.      748,800.      MT  (+/- 180 meters Scaled)
 EE0048
 EE0048                          SUPERSEDED SURVEY CONTROL
 EE0048
 EE0048  NGVD 29 (??/??/92)  449.830  (m)         1475.82   (f) ADJ UNCH    2 0
 EE0048
 EE0048.Superseded values are not recommended for survey control.
 EE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0048.See file dsdata.txt to determine how the superseded data were derived.
 EE0048
 EE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD400749(NAD 83)
 EE0048_MARKER: DB = BENCH MARK DISK
 EE0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0048_SP_SET: BUILDING
 EE0048_STAMPING: COPPERHILL 1933
 EE0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0048
 EE0048  HISTORY     - Date     Condition        Report By
 EE0048  HISTORY     - 1933     MONUMENTED       CGS
 EE0048  HISTORY     - 1951     GOOD             NGS
 EE0048  HISTORY     - 20010315 POOR             LOCSUR
 EE0048
 EE0048                          STATION DESCRIPTION
 EE0048
 EE0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EE0048'AT COPPERHILL.
 EE0048'AT COPPERHILL, POLK COUNTY, IN THE EAST FACE OF THE CITY HALL,
 EE0048'AT THE CORNER OF E. MAIN AND NORTH GRAND STREETS, 37.4 WEST OF
 EE0048'SOUTHWEST CORNER OF WEAVER STUDIO BUILDING, 31.7 FEET NORTH OF
 EE0048'NORTH RAIL OF THE LOUISVILLE AND NASHVILLE RAILROAD, 10.8 FEET
 EE0048'SOUTH OF CENTERLINE OF DOOR TO CITY HALL, 5.0 FEET ABOVE LEVEL
 EE0048'OF STREET AND 2.9 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 EE0048
 EE0048                          STATION RECOVERY (2001)
 EE0048
 EE0048'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (JKM)
 EE0048'OLD CITY HALL BUILDING HAS BEEN REMOVED.  ONLY FOUNDATION AT SIDEWALK
 EE0048'LEVEL REMAINS.  NO MONUMENT REMAINS WERE FOUND AT THIS LOCATION.
 EE0048'CURRENT CITY HALL IS OLD YMCA BUILDING WHICH WAS BEHIND OLD CITY HALL.
 EE0048' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1105 ***********************************************************************
 GA1105  DESIGNATION -  CORBIN
 GA1105  PID         -  GA1105
 GA1105  STATE/COUNTY-  TN/HAWKINS
 GA1105  USGS QUAD   -  BUREM (1976)
 GA1105
 GA1105                         *CURRENT SURVEY CONTROL
 GA1105  ___________________________________________________________________
 GA1105* NAD 83(1995)-  36 27 26.53171(N)    082 56 44.43755(W)     ADJUSTED  
 GA1105* NAVD 88     -       385.429  (meters)    1264.53   (feet)  ADJUSTED  
 GA1105  ___________________________________________________________________
 GA1105  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GA1105  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1105  DYNAMIC HT  -         385.080 (meters)    1263.38  (feet)  COMP
 GA1105  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GA1105
 GA1105  HORZ ORDER  -  SECOND
 GA1105  VERT ORDER  -  SECOND    CLASS 0
 GA1105
 GA1105.The horizontal coordinates were established by classical geodetic methods
 GA1105.and adjusted by the National Geodetic Survey in April 1999..
 GA1105
 GA1105.The orthometric height was determined by differential leveling
 GA1105.and adjusted by the National Geodetic Survey in June 1991..
 GA1105
 GA1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1105
 GA1105.The geoid height was determined by GEOID03.
 GA1105
 GA1105.The dynamic height is computed by dividing the NAVD 88
 GA1105.geopotential number by the normal gravity value computed on the
 GA1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1105.degrees latitude (g = 980.6199 gals.).
 GA1105
 GA1105.The modeled gravity was interpolated from observed gravity values.
 GA1105
 GA1105;                    North         East     Units Scale Factor Converg.
 GA1105;SPC TN       -   239,937.401   873,747.679   MT  1.00000747   +1 47 17.2
 GA1105;SPC TN       -   787,194.62  2,866,620.51   sFT  1.00000747   +1 47 17.2
 GA1105;UTM  17      - 4,036,438.906   325,648.971   MT  0.99997454   -1 09 23.3
 GA1105
 GA1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1105!SPC TN       -   0.99994442  x   1.00000747  =   0.99995189
 GA1105!UTM  17      -   0.99994442  x   0.99997454  =   0.99991897
 GA1105
 GA1105:                Primary Azimuth Mark                     Grid Az
 GA1105:SPC TN       -  SNIP                                     055 18 17.2
 GA1105:UTM  17      -  SNIP                                     058 14 57.7
 GA1105
 GA1105|---------------------------------------------------------------------|
 GA1105| PID    Reference Object                     Distance      Geod. Az  |
 GA1105|                                                           dddmmss.s |
 GA1105| GA1108 SNIP                                APPROX. 2.6 KM 0570534.4 |
 GA1105| GA1106 CORBIN RM 1                           5.852 METERS 10459     |
 GA1105| GA1104 CORBIN RM 2                           5.066 METERS 23631     |
 GA1105|---------------------------------------------------------------------|
 GA1105
 GA1105                          SUPERSEDED SURVEY CONTROL
 GA1105
 GA1105  NAD 83(1995)-  36 27 26.53504(N)    082 56 44.44023(W) AD(       ) 2
 GA1105  NAD 83(1995)-  36 27 26.54602(N)    082 56 44.44929(W) AD(       ) 2
 GA1105  NAD 83(1995)-  36 27 26.53896(N)    082 56 44.44251(W) AD(       ) 2
 GA1105  NAD 83(1986)-  36 27 26.54138(N)    082 56 44.44193(W) AD(       ) 2
 GA1105  NAD 27      -  36 27 26.19749(N)    082 56 44.84787(W) AD(       ) 2
 GA1105  NGVD 29 (??/??/92)  385.579  (m)         1265.02   (f) ADJ UNCH    2 0
 GA1105
 GA1105.Superseded values are not recommended for survey control.
 GA1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1105.See file dsdata.txt to determine how the superseded data were derived.
 GA1105
 GA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2564936439(NAD 83)
 GA1105_MARKER: DD = SURVEY DISK
 GA1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1105_STAMPING: CORBIN 1963
 GA1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1105+STABILITY: SURFACE MOTION
 GA1105
 GA1105  HISTORY     - Date     Condition        Report By
 GA1105  HISTORY     - 1963     MONUMENTED       TNHD
 GA1105  HISTORY     - 1964     GOOD             TNHD
 GA1105
 GA1105                          STATION DESCRIPTION
 GA1105
 GA1105'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1105'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ROGERSVILLE.
 GA1105'
 GA1105'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 5.1
 GA1105'MILES NORTHEAST ON
 GA1105'U.S.  HIGHWAY 11W TO THE STATION ON THE LEFT AS
 GA1105'DESCRIBED.
 GA1105'
 GA1105'THE STATION IS 41 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GA1105'HIGHWAY 11W, 18 FEET
 GA1105'WEST-NORTHWEST OF A POWER POLE, 4 FEET WEST-NORTHWEST OF
 GA1105'A 5-INCH LOCUST TREE AND 2.0
 GA1105'FEET WEST OF A WITNESS POST.  NO
 GA1105'UNDERGROUND MARK WAS ESTABLISHED AT THIS
 GA1105'STATION.  THE SURFACE DISK
 GA1105'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND IS
 GA1105'STAMPED CORBIN
 GA1105'1963.  THE SURFACE MARK IS 24 INCHES DEEP AND IS RESTING ON
 GA1105'SOLID BEDROCK.
 GA1105'
 GA1105'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE APPROXIMATE CENTER OF
 GA1105'U.S. HIGHWAY 11W AND 3 FEET
 GA1105'NORTHEAST OF A POWER POLE.  IT IS A STANDARD TENNESSEE
 GA1105'HIGHWAY DEPARTMENT DISK SET IN A
 GA1105'10-INCH SQUARE, FLUSH, CONCRETE
 GA1105'MONUMENT AND IS STAMPED CORBIN RM-1 1963.
 GA1105'
 GA1105'REFERENCE MARK NO. 2 IS 42 FEET WEST OF A POWER POLE, 30 FEET
 GA1105'NORTHWEST OF THE
 GA1105'APPROXIMATE CENTER OF U.S.  HIGHWAY 11W AND 19 FEET WEST OF A 5-INCH
 GA1105'LOCUST TREE.  IT
 GA1105'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA1105'IN A 10-INCH SQUARE, FLUSH,
 GA1105'CONCRETE MONUMENT AND IS STAMPED CORBIN
 GA1105'RM-2 1963.
 GA1105'
 GA1105'THE TRAVERSE GROUND STATION SNIP WILL SERVE AS THE AZIMUTH MARK.
 GA1105'
 GA1105'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA1105
 GA1105                          STATION RECOVERY (1964)
 GA1105
 GA1105'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1105'5 MI NE FROM ROGERSVILLE.
 GA1105'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 5.1
 GA1105'MILES NORTHEAST ON U.S. HIGHWAY 11W TO THE STATION ON THE LEFT.
 GA1105'THE STATION IS 41 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GA1105'HIGHWAY 11W, 18 FEET WEST-NORTHWEST OF A POWER POLE, 4 FEET
 GA1105'WEST-NORTHWEST OF A 5-INCH LOCUST TREE AND 2.0 FEET WEST OF A
 GA1105'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1105'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1106 ***********************************************************************
 GA1106  DESIGNATION -  CORBIN RM 1
 GA1106  PID         -  GA1106
 GA1106  STATE/COUNTY-  TN/HAWKINS
 GA1106  USGS QUAD   -  BUREM (1976)
 GA1106
 GA1106                         *CURRENT SURVEY CONTROL
 GA1106  ___________________________________________________________________
 GA1106* NAD 83(1986)-  36 27 26.     (N)    082 56 44.     (W)     SCALED    
 GA1106* NAVD 88     -       385.783  (meters)    1265.69   (feet)  ADJUSTED  
 GA1106  ___________________________________________________________________
 GA1106  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1106  DYNAMIC HT  -         385.433 (meters)    1264.54  (feet)  COMP
 GA1106  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GA1106
 GA1106  VERT ORDER  -  SECOND    CLASS 0
 GA1106
 GA1106.The horizontal coordinates were scaled from a topographic map and have
 GA1106.an estimated accuracy of +/- 6 seconds.
 GA1106
 GA1106.The orthometric height was determined by differential leveling
 GA1106.and adjusted by the National Geodetic Survey in June 1991..
 GA1106
 GA1106.The geoid height was determined by GEOID03.
 GA1106
 GA1106.The dynamic height is computed by dividing the NAVD 88
 GA1106.geopotential number by the normal gravity value computed on the
 GA1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1106.degrees latitude (g = 980.6199 gals.).
 GA1106
 GA1106.The modeled gravity was interpolated from observed gravity values.
 GA1106
 GA1106;                    North         East    Units  Estimated Accuracy
 GA1106;SPC TN       -   239,920.      873,760.      MT  (+/- 180 meters Scaled)
 GA1106
 GA1106                          SUPERSEDED SURVEY CONTROL
 GA1106
 GA1106  NGVD 29 (??/??/92)  385.933  (m)         1266.18   (f) ADJ UNCH    2 0
 GA1106
 GA1106.Superseded values are not recommended for survey control.
 GA1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1106.See file dsdata.txt to determine how the superseded data were derived.
 GA1106
 GA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA256364(NAD 83)
 GA1106_MARKER: DD = SURVEY DISK
 GA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1106_STAMPING: CORBIN RM-1 1963
 GA1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1106+STABILITY: SURFACE MOTION
 GA1106
 GA1106  HISTORY     - Date     Condition        Report By
 GA1106  HISTORY     - 1963     MONUMENTED       TNHD
 GA1106  HISTORY     - 1964     GOOD             TNHD
 GA1106
 GA1106                          STATION DESCRIPTION
 GA1106
 GA1106'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1106'5 MI NE FROM ROGERSVILLE.
 GA1106'THE MARK IS LOCATED AT THE CORBIN 1963 STATION SITE, 25 FEET WEST
 GA1106'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W AND 3 FEET
 GA1106'NORTHEAST OF A POWER POLE.  THE MARK IS A STANDARD TENNESSEE
 GA1106'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA1106'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1104 ***********************************************************************
 GA1104  DESIGNATION -  CORBIN RM 2
 GA1104  PID         -  GA1104
 GA1104  STATE/COUNTY-  TN/HAWKINS
 GA1104  USGS QUAD   -  BUREM (1976)
 GA1104
 GA1104                         *CURRENT SURVEY CONTROL
 GA1104  ___________________________________________________________________
 GA1104* NAD 83(1986)-  36 27 26.     (N)    082 56 44.     (W)     SCALED    
 GA1104* NAVD 88     -       385.357  (meters)    1264.29   (feet)  ADJUSTED  
 GA1104  ___________________________________________________________________
 GA1104  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1104  DYNAMIC HT  -         385.007 (meters)    1263.14  (feet)  COMP
 GA1104  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 GA1104
 GA1104  VERT ORDER  -  SECOND    CLASS 0
 GA1104
 GA1104.The horizontal coordinates were scaled from a topographic map and have
 GA1104.an estimated accuracy of +/- 6 seconds.
 GA1104
 GA1104.The orthometric height was determined by differential leveling
 GA1104.and adjusted by the National Geodetic Survey in June 1991..
 GA1104
 GA1104.The geoid height was determined by GEOID03.
 GA1104
 GA1104.The dynamic height is computed by dividing the NAVD 88
 GA1104.geopotential number by the normal gravity value computed on the
 GA1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1104.degrees latitude (g = 980.6199 gals.).
 GA1104
 GA1104.The modeled gravity was interpolated from observed gravity values.
 GA1104
 GA1104;                    North         East    Units  Estimated Accuracy
 GA1104;SPC TN       -   239,920.      873,760.      MT  (+/- 180 meters Scaled)
 GA1104
 GA1104                          SUPERSEDED SURVEY CONTROL
 GA1104
 GA1104  NGVD 29 (??/??/92)  385.506  (m)         1264.78   (f) ADJ UNCH    2 0
 GA1104
 GA1104.Superseded values are not recommended for survey control.
 GA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1104.See file dsdata.txt to determine how the superseded data were derived.
 GA1104
 GA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA256364(NAD 83)
 GA1104_MARKER: DD = SURVEY DISK
 GA1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1104_STAMPING: CORBIN RM-2 1963
 GA1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1104+STABILITY: SURFACE MOTION
 GA1104
 GA1104  HISTORY     - Date     Condition        Report By
 GA1104  HISTORY     - 1963     MONUMENTED       TNHD
 GA1104  HISTORY     - 1964     GOOD             TNHD
 GA1104
 GA1104                          STATION DESCRIPTION
 GA1104
 GA1104'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1104'5 MI NE FROM ROGERSVILLE.
 GA1104'THE MARK IS LOCATED AT THE CORBIN 1963 STATION SITE, 42 FEET
 GA1104'WEST OF A POWER POLE, 30 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA1104'OF U.S. HIGHWAY 11W AND 19 FEET WEST OF A 5-INCH LOCUST TREE.
 GA1104'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA1104'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1104'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2369 ***********************************************************************
 GB2369  DESIGNATION -  CORDELL
 GB2369  PID         -  GB2369
 GB2369  STATE/COUNTY-  TN/CLAY
 GB2369  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2369
 GB2369                         *CURRENT SURVEY CONTROL
 GB2369  ___________________________________________________________________
 GB2369* NAD 83(1995)-  36 30 37.97471(N)    085 27 46.81963(W)     ADJUSTED  
 GB2369* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 GB2369  ___________________________________________________________________
 GB2369  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 GB2369  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GB2369
 GB2369  HORZ ORDER  -  THIRD
 GB2369
 GB2369.The horizontal coordinates were established by classical geodetic methods
 GB2369.and adjusted by the National Geodetic Survey in April 1999..
 GB2369
 GB2369.The orthometric height was scaled from a topographic map.
 GB2369
 GB2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2369
 GB2369.The geoid height was determined by GEOID03.
 GB2369
 GB2369;                    North         East     Units Scale Factor Converg.
 GB2369;SPC TN       -   241,698.582   648,104.030   MT  1.00001800   +0 18 51.8
 GB2369;SPC TN       -   792,972.76  2,126,321.31   sFT  1.00001800   +0 18 51.8
 GB2369;UTM  16      - 4,041,676.656   637,632.145   MT  0.99983338   +0 54 52.6
 GB2369
 GB2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2369!SPC TN       -   0.99995693  x   1.00001800  =   0.99997493
 GB2369!UTM  16      -   0.99995693  x   0.99983338  =   0.99979032
 GB2369
 GB2369|---------------------------------------------------------------------|
 GB2369| PID    Reference Object                     Distance      Geod. Az  |
 GB2369|                                                           dddmmss.s |
 GB2369| CG5154 CORDELL RM 1                         13.152 METERS 00816     |
 GB2369| CG5153 CORDELL AZ MK                                      1403122.9 |
 GB2369| CG5155 CORDELL RM 2                          9.048 METERS 27930     |
 GB2369|---------------------------------------------------------------------|
 GB2369
 GB2369                          SUPERSEDED SURVEY CONTROL
 GB2369
 GB2369  NAD 83(1995)-  36 30 37.97545(N)    085 27 46.82026(W) AD(       ) 3
 GB2369  NAD 83(1995)-  36 30 37.98389(N)    085 27 46.82423(W) AD(       ) 3
 GB2369  NAD 83(1986)-  36 30 37.98550(N)    085 27 46.82399(W) AD(       ) 3
 GB2369  NAD 27      -  36 30 37.75800(N)    085 27 46.93700(W) AD(       ) 3
 GB2369
 GB2369.Superseded values are not recommended for survey control.
 GB2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2369.See file dsdata.txt to determine how the superseded data were derived.
 GB2369
 GB2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3763241677(NAD 83)
 GB2369_MARKER: DS = TRIANGULATION STATION DISK
 GB2369_SETTING: 66 = SET IN ROCK OUTCROP
 GB2369_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GB2369
 GB2369  HISTORY     - Date     Condition        Report By
 GB2369  HISTORY     - 1949     MONUMENTED       CGS
 GB2369
 GB2369                          STATION DESCRIPTION
 GB2369
 GB2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2369'STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF LIVINGTON AND 4 MILES
 GB2369'SOUTHEAST OF CELINA. IT IS 20 FEET EAST OF THE CENTER OF STATE
 GB2369'HIGHWAY 52 AND ABOUT 10 FEET HIGHER THAN THE SURFACE OF THE HIGHWAY,
 GB2369'AND 7 FEET WEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 GB2369'DISK IS STAMPED CORDELL 1949.
 GB2369'
 GB2369'REFERENCE MARK NO. 1 IS 5 FEET HIGHER THAN THE STATION MARK. IT IS 21
 GB2369'FEET EAST OF A 7 INCH HICKORY TREE. THE MARK IS FLUSH AND THE DISK
 GB2369'IS STAMED CORDELL NO 1 1949.
 GB2369'
 GB2369'REFERENCE MARK NO. 2 IS 4 FEET HIGHER THAN THE STATION MARK. IT IS 27
 GB2369'FT NORTHEAST OF THE CENTER OF THE HIGHWAY AND 17 FEET SOUTH OF A 17
 GB2369'INCH OAK TREE. THE MARK IS FLUSH AND THE DISK IS STAMPED CORDELL NO 2
 GB2369'1949.
 GB2369'
 GB2369'AZIMUTH MARK IS 59 FEET WEST OF THE CENTER OF THE HIGHWAY, 43 FEET
 GB2369'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 11 FEET
 GB2369'NORTHWEST OF A 4 INCH APPLE TREE AND 8 FEET NORTHWEST OF A WHITE
 GB2369'WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED CORDELL 1949.
 GB2369'
 GB2369'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 52 AND 42
 GB2369'AT THE COURTHOUSE SQUARE IN LIVINGSTON GO NORTHWEST ON
 GB2369'HIGHWAY 52 FOR 14.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 GB2369'DESCRIBED, CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.3 MILE TO THE
 GB2369'STATION ON THE RIGHT AS DESCRIBED.
 GB2369'
 GB2369'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2550 ***********************************************************************
 FE2550  DESIGNATION -  CORDOVA RAD STA KIT 54 TOWER
 FE2550  PID         -  FE2550
 FE2550  STATE/COUNTY-  TN/SHELBY
 FE2550  USGS QUAD   -  ELLENDALE (1993)
 FE2550
 FE2550                         *CURRENT SURVEY CONTROL
 FE2550  ___________________________________________________________________
 FE2550* NAD 83(1995)-  35 07 41.28490(N)    089 46 08.05454(W)     ADJUSTED  
 FE2550* NAVD 88     -                                                        
 FE2550  ___________________________________________________________________
 FE2550  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FE2550  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE2550
 FE2550  HORZ ORDER  -  THIRD
 FE2550
 FE2550.The horizontal coordinates were established by classical geodetic methods
 FE2550.and adjusted by the National Geodetic Survey in April 1999..
 FE2550
 FE2550
 FE2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2550
 FE2550.The geoid height was determined by GEOID03.
 FE2550
 FE2550;                    North         East     Units Scale Factor Converg.
 FE2550;SPC TN       -    94,797.977   256,557.600   MT  1.00002374   -2 12 23.3
 FE2550;SPC TN       -   311,016.36    841,722.73   sFT  1.00002374   -2 12 23.3
 FE2550;UTM  16      - 3,890,762.464   247,693.986   MT  1.00038461   -1 35 38.7
 FE2550
 FE2550                          SUPERSEDED SURVEY CONTROL
 FE2550
 FE2550  NAD 83(1995)-  35 07 41.28810(N)    089 46 08.05366(W) AD(       ) 4
 FE2550  NAD 83(1995)-  35 07 41.28974(N)    089 46 08.05480(W) AD(       ) 4
 FE2550  NAD 83(1986)-  35 07 41.29580(N)    089 46 08.05488(W) AD(       ) 4
 FE2550  NAD 27      -  35 07 40.97200(N)    089 46 07.75000(W) AD(       ) 3
 FE2550
 FE2550.Superseded values are not recommended for survey control.
 FE2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2550.See file dsdata.txt to determine how the superseded data were derived.
 FE2550
 FE2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4769490762(NAD 83)
 FE2550_MARKER: 53 = ELEVATED TANK
 FE2550
 FE2550  HISTORY     - Date     Condition        Report By
 FE2550  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2550  HISTORY     - 1959     GOOD             CGS
 FE2550
 FE2550                          STATION DESCRIPTION
 FE2550
 FE2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2550'THE STATION IS THE RED LIGHT ON THE CENTER OF THE TOP OF THE RADIO
 FE2550'STATION KIT 54 TOWER, LOCATED ABOUT 2 MILES SOUTH OF CORDOVA. THE
 FE2550'TOWER IS A 4-LEGGED STEEL STRUCTURE WITH ELLIPOSIDIAL FANS ON THE
 FE2550'EAST AND WEST SIDES. THE OVERALL HEIGHT IS APPROXIMATELY 375 FEET
 FE2550'AND THE TOWER IS PAINTED INTERNATIONAL RED AND WHITE IN ALTERNATE
 FE2550'SECTIONS.
 FE2550
 FE2550                          STATION RECOVERY (1959)
 FE2550
 FE2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2550'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE OLD
 FE2550'DESCRIPTION WAS FOUND TO BE IN ERROR. THE STEEL STRUCTURE IS A
 FE2550'MAST AND IS GUYED AT KEY POINTS. IT IS A TRIANGULAR STEEL STRUCTURE,
 FE2550'2 FEET WIDE AT THE BASE AND THE TOP, AND IS PAINTED RED AND WHITE IN
 FE2550'COLOR IN ALTERNATING SECTIONS.
 FE2550'
 FE2550'IT IS LOCATED ABOUT 2.0 MILES SOUTH OF CORDOVA AND 0.1 MILE EAST OF
 FE2550'THE INTERSECTION OF RALEIGH LAGRANGE RD. AND SANGA RD., AND 160
 FE2550'FEET NORTH OF THE APPROXIMATE CENTER OF RALEIGH LAGRANGE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2228 ***********************************************************************
 GC2228  DESIGNATION -  CORNELIA
 GC2228  PID         -  GC2228
 GC2228  STATE/COUNTY-  TN/DAVIDSON
 GC2228  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2228
 GC2228                         *CURRENT SURVEY CONTROL
 GC2228  ___________________________________________________________________
 GC2228* NAD 83(1995)-  36 11 35.20517(N)    086 42 13.38097(W)     ADJUSTED  
 GC2228* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 GC2228  ___________________________________________________________________
 GC2228  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GC2228  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC2228
 GC2228  HORZ ORDER  -  THIRD
 GC2228
 GC2228.The horizontal coordinates were established by classical geodetic methods
 GC2228.and adjusted by the National Geodetic Survey in April 1999..
 GC2228
 GC2228.The orthometric height was scaled from a topographic map.
 GC2228
 GC2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2228
 GC2228.The geoid height was determined by GEOID03.
 GC2228
 GC2228;                    North         East     Units Scale Factor Converg.
 GC2228;SPC TN       -   206,570.044   536,707.911   MT  0.99996798   -0 24 43.1
 GC2228;SPC TN       -   677,721.89  1,760,849.20   sFT  0.99996798   -0 24 43.1
 GC2228;UTM  16      - 4,005,408.474   526,638.069   MT  0.99960874   +0 10 29.9
 GC2228
 GC2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2228!SPC TN       -   0.99998452  x   0.99996798  =   0.99995250
 GC2228!UTM  16      -   0.99998452  x   0.99960874  =   0.99959327
 GC2228
 GC2228:                Primary Azimuth Mark                     Grid Az
 GC2228:SPC TN       -  NASHVILLE RADIO WSIX AM S MAST           015 13 05.0
 GC2228:UTM  16      -  NASHVILLE RADIO WSIX AM S MAST           014 37 52.0
 GC2228
 GC2228|---------------------------------------------------------------------|
 GC2228| PID    Reference Object                     Distance      Geod. Az  |
 GC2228|                                                           dddmmss.s |
 GC2228| GC2241 NASHVILLE RADIO WSIX AM S MAST      APPROX. 2.5 KM 0144821.9 |
 GC2228| GC2239 NASHVILLE RAD WSIX AM MID MAST      APPROX. 2.6 KM 0155915.5 |
 GC2228| GC2240 NASHVILLE RADIO WSIX AM N MAST      APPROX. 2.7 KM 0163738.3 |
 GC2228| CG5161 CORNELIA RM 3                         7.552 METERS 07723     |
 GC2228| CG5160 CORNELIA RM 2                         6.814 METERS 09240     |
 GC2228| GC2229 CORNELIA AZ MK                      APPROX. 0.5 KM 1851559.8 |
 GC2228| CG5159 CORNELIA RM 1                         6.727 METERS 29036     |
 GC2228| CG5162 CORNELIA RM 4                         6.723 METERS 29637     |
 GC2228|---------------------------------------------------------------------|
 GC2228
 GC2228                          SUPERSEDED SURVEY CONTROL
 GC2228
 GC2228  NAD 83(1995)-  36 11 35.20716(N)    086 42 13.38327(W) AD(       ) 3
 GC2228  NAD 83(1995)-  36 11 35.20972(N)    086 42 13.38304(W) AD(       ) 3
 GC2228  NAD 83(1986)-  36 11 35.21567(N)    086 42 13.38433(W) AD(       ) 3
 GC2228  NAD 27      -  36 11 35.01400(N)    086 42 13.38900(W) AD(       ) 3
 GC2228
 GC2228.Superseded values are not recommended for survey control.
 GC2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2228.See file dsdata.txt to determine how the superseded data were derived.
 GC2228
 GC2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2663805408(NAD 83)
 GC2228_MARKER: DS = TRIANGULATION STATION DISK
 GC2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2228
 GC2228  HISTORY     - Date     Condition        Report By
 GC2228  HISTORY     - 1953     MONUMENTED       CGS
 GC2228  HISTORY     - 1959     GOOD             CGS
 GC2228  HISTORY     - 1970     GOOD             NGS
 GC2228
 GC2228                          STATION DESCRIPTION
 GC2228
 GC2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2228'STATION IS LOCATED IN THE NORTHEAST SECTION OF NASHVILLE AT THE NORTH
 GC2228'END OF THE CRONELIA FORT AIR BASE. IT IS 400 FEET NORTH OF THE
 GC2228'NORTHWEST CORNER OF THE ADMINISTRATION BUILDING AND A REPAIR SHOP, 6
 GC2228'FEET SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET SOUTH OF A
 GC2228'FENCE LINE. THE MARK IS FLUSH AND THE DISK IS STAMPED CORNELIA 1953.
 GC2228'
 GC2228'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE FENCE LINE. THE MARK IS
 GC2228'FLUSH AND THE DISK IS STAMPED CORNELIA NO. 1 1953.
 GC2228'
 GC2228'REFERENCE MARK NO. 2 IS 2 FEET WEST OF THE WEST END OF A GATE AND 1
 GC2228'FOOT SOUTH OF A FENCE LINE. THE MARK IS FLUSH AND THE DISK IS
 GC2228'STAMPED CORNELIA NO. 2 1953.
 GC2228'
 GC2228'AZIMUTH MARK IS 500 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GC2228'HANGAR AT THE SOUTHWEST CORNER OF THE RUNWAY. THE MARK IS FLUSH AND
 GC2228'THE DISK IS STAMPED CORNELIA 1953.
 GC2228'
 GC2228'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2228
 GC2228                          STATION RECOVERY (1959)
 GC2228
 GC2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 GC2228'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION,
 GC2228'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT LOCATED, BUT IS BELIEVED
 GC2228'TO BE IN ITS POSITION BUT COVERED OVER WITH DIRT AND GRASS.
 GC2228
 GC2228                          STATION RECOVERY (1970)
 GC2228
 GC2228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GC2228'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 GC2228'CONDITION. REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED BY SEWER
 GC2228'LINE AND GRADING OPERATIONS. THE DISK WERE NOT RECOVERED. TWO NEW
 GC2228'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED THIS DATE.
 GC2228'THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED USING
 GC2228'POSITIONED INTERSECTION STATION DONELSON, TVA MICRO-WAVE STATION MAST
 GC2228'1953 AS THE INITIAL. ALL POINTS REOBSERVED UPON CHECKED THE 1953
 GC2228'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS, WITH THE EXCEPTION OF
 GC2228'NASHVILLE, RADIO STATION WSIX AM MAST (MIDDLE) 1953 WHERE A
 GC2228'DISCREPANCY OF PLUS 07.6 SEC WAS NOTED.
 GC2228'
 GC2228'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2228'
 GC2228'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE CORNELIA FORT
 GC2228'AIRPARK (PRIVATE) IN NORTHEAST NASHVILLE.
 GC2228'
 GC2228'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GC2228'GALLATIN ROAD (U.S. HIGHWAY 31E) AND CAHAL AVENUE IN EAST
 GC2228'NASHVILLE, GO EASTERLY ON CAHAL AVENUE FOR 0.95 OF A MILE TO THE
 GC2228'JUNCTION WITH PORTER ROAD. HERE CONTINUE EASTERLY ON PORTER
 GC2228'ROAD FOR 0.45 OF A MILE TO THE STRATFORD SCHOOL ON THE LEFT, CONTINUE
 GC2228'EASTERLY ON PORTER ROAD FOR 0.45 OF A MILE TO ROSEBANK AVENUE.
 GC2228'HERE TURN RIGHT ON ROSEBANK AVENUE AND GO SOUTHERLY FOR 0.2 OF A MILE
 GC2228'TO AIR PARK DRIVE ON THE LEFT. HERE TURN LEFT ON AIR PARK DRIVE
 GC2228'AND GO SOUTHEASTERLY FOR 0.3 OF A MILE TO SHADOW LANE ON THE RIGHT
 GC2228'AND A PRIVATE ROAD LEADING LEFT INTO THE CORNELIA AIRPARK. HERE TURN
 GC2228'LEFT ON PRIVATE ROAD AND GO NORTHERLY ALONG THE WEST SIDE OF THE
 GC2228'AIRPORT FOR 0.25 OF A MILE TO THE END OF THE PAVED ROAD. CONTINUE
 GC2228'NORTHERLY ON A TRACK ROAD FOR 0.05 OF A MILE TO THE STATION ON THE
 GC2228'LEFT JUST SOUTH OF A FENCE AS DESCRIBED.
 GC2228'
 GC2228'THE STATION IS 367 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GC2228'NASHVILLE PARACHUTE CLUB HANGAR, 144 FEET NORTH-NORTHEAST OF GUYED
 GC2228'UTILITY AND TRANSFORMER POLE NO. 8713-81, 110 FEET NORTHEAST OF THE
 GC2228'NORTHEAST CORNER OF A METAL BUILDING, 41 FEET WEST OF THE
 GC2228'APPROXIMATE CENTER OF THE TRACK ROAD, 23.5 FEET WEST OF THE
 GC2228'APPROXIMATE CENTER OF A STORM SEWER COVER, 3 FEET SOUTH OF A
 GC2228'WOVEN WIRE FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 GC2228'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC2228'CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE SURFACE AND THE DISK IS
 GC2228'STAMPED CORNELIA 1953.
 GC2228'
 GC2228'REFERENCE MARK NO. 3 IS 121 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC2228'THE METAL BUILDING, 161 FEET NORTH-NORTHEAST OF GUYED UTILITY AND
 GC2228'TRANSFORMER POLE NO. 8713-81, 17 FEET WEST OF THE APPROXIMATE CENTER
 GC2228'OF THE TRACK ROAD, 5 FEET NORTH OF THE WOVEN WIRE FENCE, 1.5 FEET
 GC2228'EAST OF THE APPROXIMATE CENTER OF THE STORM SEWER COVER, AND ABOUT
 GC2228'THE SAME ELEVATION AS THE STATION MARK. IT IS A STANDARD REFERENCE
 GC2228'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST EDGE OF A
 GC2228'LARGE CONCRETE STORM SEWER, AND THE DISK IS STAMPED CORNELIA 1953
 GC2228'NO. 3 1970.
 GC2228'
 GC2228'REFERENCE MARK NO. 4 IS 146 FEET NORTH-NORTHEAST OF THE GUYED UTILITY
 GC2228'AND TRANSFORMER POLE NO. 8713-81, 108 FEET NORTH -NORTHEAST OF THE
 GC2228'NORTHEAST CORNER OF THE METAL BUILDING, 61 FEET WEST OF THE
 GC2228'APPROXIMATE CENTER OF THE TRACK ROAD, 43 FEET WEST OF THE
 GC2228'APPROXIMATE CENTER OF THE STORM SEWER COVER, 4 FEET NORTH OF THE
 GC2228'WOVEN WIRE FENCE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND
 GC2228'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GC2228'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GC2228'CORNELIA 1953 NO. 4 1970.
 GC2228'
 GC2228'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2228'REFERENCE MARK NO. 4 IS 44.12 FEET-13.450 METERS.
 GC2228'
 GC2228'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE SOUTH OF THE STATION, 432
 GC2228'FEET SOUTHEAST OF A FIRE HYDRANT IN THE SOUTHEAST ANGLE OF THE T
 GC2228'INTERSECTION OF AIR PARK DRIVE AND SHADOW LANE, 409 FEET SOUTH OF THE
 GC2228'SOUTHEAST CORNER OF THE MOST SOUTHERLY HANGAR, 390 FEET
 GC2228'SOUTHEAST OF THE T INTERSECTION OF SHADOW LANE AND COLBERT DRIVE, 289
 GC2228'FEET EAST OF THE NORTHEAST CORNER OF A BRICK GARAGE, 124.0
 GC2228'FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN, 109.5 FEET
 GC2228'NORTH OF A METAL WITNESS POST AND SIGN, AND 73 FEET
 GC2228'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF AN OLD TRACK ROAD. IT IS
 GC2228'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC2228'MONUMENT ABOUT 4 INCHES BELOW THE SURFACE OF THE SWARD AND THE DISK
 GC2228'IS STAMPED CORNELIA 1953.  IN 1953 A TAPED TRAVERSE TIE WAS
 GC2228'MADE TO THIS MARK FROM CORNELIA 1953 THE DISTANCE BEING 1706.30
 GC2228'FEET- 520.079 METERS. THIS DISTANCE WAS NOT CHECKED DURING THIS
 GC2228'OCCUPATION, HOWEVER A ROUGH DISTANCE WAS CHAINED IN ORDER TO
 GC2228'LOCATE THE MARK AND CAME VERY CLOSE TO THE 1953 MEASUREMENT.
 GC2228'
 GC2228'NOTE- THE TWO METAL WITNESS POST AND SIGNS SET NEAR THE AZIMUTH MARK
 GC2228'WERE PUT THERE AT THE AIRPARK MANAGERS REQUEST. THE POST ARE DRIVEN
 GC2228'DEEP AND THE DISTANCE FROM EACH POST TO THE AZIMUTH MARK IS STAMPED
 GC2228'WITH DIES INTO THE METAL WITNESS SIGNS NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2229 ***********************************************************************
 GC2229  DESIGNATION -  CORNELIA AZ MK
 GC2229  PID         -  GC2229
 GC2229  STATE/COUNTY-  TN/DAVIDSON
 GC2229  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2229
 GC2229                         *CURRENT SURVEY CONTROL
 GC2229  ___________________________________________________________________
 GC2229* NAD 83(1995)-  36 11 18.40350(N)    086 42 15.29156(W)     ADJUSTED  
 GC2229* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 GC2229  ___________________________________________________________________
 GC2229  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GC2229  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC2229
 GC2229  HORZ ORDER  -  SECOND
 GC2229
 GC2229.The horizontal coordinates were established by classical geodetic methods
 GC2229.and adjusted by the National Geodetic Survey in April 1999..
 GC2229
 GC2229.The orthometric height was scaled from a topographic map.
 GC2229
 GC2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2229
 GC2229.The geoid height was determined by GEOID03.
 GC2229
 GC2229;                    North         East     Units Scale Factor Converg.
 GC2229;SPC TN       -   206,052.541   536,656.452   MT  0.99996747   -0 24 44.3
 GC2229;SPC TN       -   676,024.04  1,760,680.38   sFT  0.99996747   -0 24 44.3
 GC2229;UTM  16      - 4,004,890.657   526,591.931   MT  0.99960871   +0 10 28.7
 GC2229
 GC2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2229!SPC TN       -   0.99998452  x   0.99996747  =   0.99995199
 GC2229!UTM  16      -   0.99998452  x   0.99960871  =   0.99959324
 GC2229
 GC2229:                Primary Azimuth Mark                     Grid Az
 GC2229:SPC TN       -  CORNELIA                                 005 40 43.0
 GC2229:UTM  16      -  CORNELIA                                 005 05 30.0
 GC2229
 GC2229|---------------------------------------------------------------------|
 GC2229| PID    Reference Object                     Distance      Geod. Az  |
 GC2229|                                                           dddmmss.s |
 GC2229| GC2228 CORNELIA                            APPROX. 0.5 KM 0051558.7 |
 GC2229| GC2241 NASHVILLE RADIO WSIX AM S MAST      APPROX. 3.1 KM 0131126.8 |
 GC2229| GC2239 NASHVILLE RAD WSIX AM MID MAST      APPROX. 3.1 KM 0141217.9 |
 GC2229| GC2240 NASHVILLE RADIO WSIX AM N MAST      APPROX. 3.2 KM 0144659.0 |
 GC2229|---------------------------------------------------------------------|
 GC2229
 GC2229                          SUPERSEDED SURVEY CONTROL
 GC2229
 GC2229  NAD 83(1995)-  36 11 18.40549(N)    086 42 15.29385(W) AD(       ) 2
 GC2229  NAD 83(1995)-  36 11 18.40804(N)    086 42 15.29360(W) AD(       ) 2
 GC2229  NAD 83(1986)-  36 11 18.41390(N)    086 42 15.29492(W) AD(       ) 2
 GC2229  NAD 27      -  36 11 18.21200(N)    086 42 15.30000(W) AD(       ) 2
 GC2229
 GC2229.Superseded values are not recommended for survey control.
 GC2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2229.See file dsdata.txt to determine how the superseded data were derived.
 GC2229
 GC2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2659204891(NAD 83)
 GC2229_MARKER: DZ = AZIMUTH MARK DISK
 GC2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2229_MARK LOGO: CGS   
 GC2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2229+STABILITY: SURFACE MOTION
 GC2229
 GC2229  HISTORY     - Date     Condition        Report By
 GC2229  HISTORY     - 1953     MONUMENTED       CGS
 GC2229  HISTORY     - 1970     GOOD             NGS
 GC2229
 GC2229                          STATION DESCRIPTION
 GC2229
 GC2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2229'STATION IS LOCATED IN THE NORTHEAST SECTION OF NASHVILLE AT THE SOUTH
 GC2229'END OF THE CORNELIA FORT AIR BASE.  IT IS 500 FEET SOUTHEAST OF THE
 GC2229'SOUTHEAST CORNER OF A HANGAR AND AT THE SOUTHWEST CORNER OF THE
 GC2229'RUNWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED CORNELIA 1953.
 GC2229'
 GC2229'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS
 GC2229
 GC2229                          STATION RECOVERY (1970)
 GC2229
 GC2229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GC2229'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 GC2229'WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED USING CORNELIA
 GC2229'1953 AS THE INITIAL.  ALL POINTS REOBSERVED UPON CHECKED THE 1953
 GC2229'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS, WITH THE EXCEPTION OF
 GC2229'NASHVILLE, RADIO STATION WSIX AM MAST (N) 1953, WHERE A DISCREPANCY
 GC2229'OF PLUS 06.9 SEC WAS NOTED.
 GC2229'
 GC2229'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2229'
 GC2229'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE CORNELIA FORT
 GC2229'AIRPORT (PRIVATE) IN NORTHEAST NASHVILLE.
 GC2229'
 GC2229'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GC2229'GALLATIN ROAD (U.S. HIGHWAY 31E) AND CAHAL AVENUE IN EAST NASHVILLE,
 GC2229'GO EASTERLY ON CAHAL AVENUE FOR 0.95 OF A MILE TO THE JUNCTION WITH
 GC2229'PORTER ROAD.  HERE CONTINUE EASTERLY ON PORTER ROAD FOR 0.45 OF A
 GC2229'MILE TO THE STRATFORD SCHOOL ON THE LEFT, CONTINUE EASTERLY ON PORTER
 GC2229'ROAD FOR 0.45 OF A MILE TO ROSEBANK AVENUE.  HERE TURN RIGHT ON
 GC2229'ROSEBANK AVENUE AND GO SOUTHERLY FOR 0.2 OF A MILE TO AIR PARK DRIVE
 GC2229'ON THE LEFT.  HERE TURN LEFT ON AIR PARK DRIVE AND GO SOUTHEASTERLY
 GC2229'FOR 0.3 OF A MILE TO SHADOW LANE ON THE RIGHT AND A PRIVATE ROAD
 GC2229'LEADING LEFT INTO THE CORNELIA AIRPARK.  FROM THIS POINT LEAVE THE
 GC2229'SURFACED STREETS AND CONTINUE SOUTHEASTERLY ACROSS A GRASSY AREA
 GC2229'SOUTH OF A HANGAR FOR ABOUT 450 FEET TO THE MARK AS DESCRIBED.
 GC2229'
 GC2229'THE MARK IS ABOUT 0.3 OF A MILE SOUTH OF TRIANGULATION STATION
 GC2229'CORNELIA 1953, 432 FEET SOUTHEAST OF A FIRE HYDRANT IN THE
 GC2229'SOUTHEAST ANGLE OF THE T INTERSECTION OF AIR PARK DRIVE AND SHADOW
 GC2229'LANE, 409 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MOST SOUTHERLY
 GC2229'HANGAR, 390 FEET SOUTHEAST OF THE T INTERSECTION OF SHADOW LANE AND
 GC2229'COLBERT DRIVE, 289 FEET EAST OF THE NORTHEAST CORNER OF A BRICK
 GC2229'GARAGE, 124.0 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN,
 GC2229'109.5 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND 73 FEET
 GC2229'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF AN OLD TRACK ROAD.  IT
 GC2229'IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 GC2229'SQUARE, CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE SURFACE OF THE
 GC2229'SWARD AND THE DISK IS STAMPED CORNELIA 1953.  IN 1953 A
 GC2229'TAPED TRAVERSE TIE WAS MADE TO THIS MARK FROM CORNELIA 1953 THE
 GC2229'DISTANCE BEING 1706.30 FEET- 520.079 METERS.  THIS DISTANCE WAS NOT
 GC2229'CHECKED DURING THIS OCCUPATION, HOWEVER, A ROUGH DISTANCE WAS
 GC2229'CHAINED IN ORDER TO LOCATE THE MARK, AND CAME VERY CLOSE TO THE 1953
 GC2229'MEASUREMENT.
 GC2229'
 GC2229'NOTE- THE TWO METAL WITNESS POST AND SIGNS SET NEAR THE AZIMUTH MARK
 GC2229'WERE PUT THERE AT THE AIRPARK MANAGERS REQUEST.  THE POST ARE
 GC2229'DRIVEN DEEP AND THE DISTANCE FROM EACH POST TO THE AZIMUTH MARK IS
 GC2229'STAMPED WITH DIES INTO THE METAL WITNESS SIGNS NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2667 ***********************************************************************
 AJ2667  DESIGNATION -  CORO
 AJ2667  PID         -  AJ2667
 AJ2667  STATE/COUNTY-  TN/SHELBY
 AJ2667  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 AJ2667
 AJ2667                         *CURRENT SURVEY CONTROL
 AJ2667  ___________________________________________________________________
 AJ2667* NAD 83(1995)-  35 00 29.00546(N)    090 07 02.96054(W)     ADJUSTED  
 AJ2667* NAVD 88     -        70.83   (meters)     232.4    (feet)  LEVELING  
 AJ2667  ___________________________________________________________________
 AJ2667  X           -     -10,724.374 (meters)                     COMP
 AJ2667  Y           -  -5,229,938.818 (meters)                     COMP
 AJ2667  Z           -   3,638,624.097 (meters)                     COMP
 AJ2667  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AJ2667  ELLIP HEIGHT-          43.61  (meters)          (04/26/01) GPS OBS
 AJ2667  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ2667
 AJ2667  HORZ ORDER  -  FIRST
 AJ2667  VERT ORDER  -  THIRD ?
 AJ2667  ELLP ORDER  -  FOURTH    CLASS I
 AJ2667
 AJ2667.The horizontal coordinates were established by GPS observations
 AJ2667.and adjusted by the National Geodetic Survey in April 2001..
 AJ2667
 AJ2667.The orthometric height was determined by differential leveling.
 AJ2667.The vertical network tie was performed by a horz. field party for horz.
 AJ2667.obs reductions. Reset procedures were used to establish the elevation.
 AJ2667
 AJ2667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2667
 AJ2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2667
 AJ2667.The ellipsoidal height was determined by GPS observations
 AJ2667.and is referenced to NAD 83.
 AJ2667
 AJ2667.The geoid height was determined by GEOID03.
 AJ2667
 AJ2667;                    North         East     Units Scale Factor Converg.
 AJ2667;SPC TN       -    82,767.448   224,250.325   MT  1.00005150   -2 24 37.9
 AJ2667;SPC TN       -   271,546.20    735,727.94   sFT  1.00005150   -2 24 37.9
 AJ2667;UTM  15      - 3,877,734.482   763,046.338   MT  1.00045287   +1 39 16.6
 AJ2667
 AJ2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2667!SPC TN       -   0.99999315  x   1.00005150  =   1.00004465
 AJ2667!UTM  15      -   0.99999315  x   1.00045287  =   1.00044602
 AJ2667
 AJ2667                          SUPERSEDED SURVEY CONTROL
 AJ2667
 AJ2667.No superseded survey control is available for this station.
 AJ2667
 AJ2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6304677734(NAD 83)
 AJ2667_MARKER: DD = SURVEY DISK
 AJ2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2667_MARK LOGO: TN1620
 AJ2667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2667+STABILITY: SURFACE MOTION
 AJ2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2667+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 AJ2667
 AJ2667  HISTORY     - Date     Condition        Report By
 AJ2667  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2667  HISTORY     - 20040218 GOOD             TN1620
 AJ2667
 AJ2667                          STATION DESCRIPTION
 AJ2667
 AJ2667'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2667'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY IN THE CORO LAKE
 AJ2667'COMMUNITY.
 AJ2667'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 61 (HWY-61) AND
 AJ2667'HOLMES ROAD WEST, PROCEED WEST ON HOLMES ROAD APPROXIMATELY 0.70 MILE,
 AJ2667'(1.13 KM) CROSSING THE CORO LAKE SPILLWAY DISCHARGE OUTLET, TO CORO
 AJ2667'ROAD.  THE STATION IS ON THE RIGHT.
 AJ2667'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2667'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2667'THE GROUND.  THE STATION IS LOCATED ON THE NORTHWEST CORNER OF HOLMES
 AJ2667'ROAD WEST AND CORO ROAD, AT THE BACK OF CURB AT THE END OF CURB RADIUS
 AJ2667'(ER) ON HOLMES ROAD SIDE.  THE CAP AND CONCRETE ARE SET FLUSH WITH THE
 AJ2667'GROUND.
 AJ2667
 AJ2667                          STATION RECOVERY (2004)
 AJ2667
 AJ2667'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2004 (MP)
 AJ2667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0653 ***********************************************************************
 FD0653  DESIGNATION -  COTTON
 FD0653  PID         -  FD0653
 FD0653  STATE/COUNTY-  TN/WILLIAMSON
 FD0653  USGS QUAD   -  SPRING HILL (1979)
 FD0653
 FD0653                         *CURRENT SURVEY CONTROL
 FD0653  ___________________________________________________________________
 FD0653* NAD 83(1995)-  35 49 25.39549(N)    086 53 10.66835(W)     ADJUSTED  
 FD0653* NAVD 88     -       237.515  (meters)     779.25   (feet)  ADJUSTED  
 FD0653  ___________________________________________________________________
 FD0653  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FD0653  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD0653  DYNAMIC HT  -         237.305 (meters)     778.56  (feet)  COMP
 FD0653  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD0653
 FD0653  HORZ ORDER  -  SECOND
 FD0653  VERT ORDER  -  SECOND    CLASS 0
 FD0653
 FD0653.The horizontal coordinates were established by classical geodetic methods
 FD0653.and adjusted by the National Geodetic Survey in April 1999..
 FD0653
 FD0653.The orthometric height was determined by differential leveling
 FD0653.and adjusted by the National Geodetic Survey in June 1991..
 FD0653
 FD0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0653
 FD0653.The geoid height was determined by GEOID03.
 FD0653
 FD0653.The dynamic height is computed by dividing the NAVD 88
 FD0653.geopotential number by the normal gravity value computed on the
 FD0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0653.degrees latitude (g = 980.6199 gals.).
 FD0653
 FD0653.The modeled gravity was interpolated from observed gravity values.
 FD0653
 FD0653;                    North         East     Units Scale Factor Converg.
 FD0653;SPC TN       -   165,719.595   519,915.977   MT  0.99994842   -0 31 07.9
 FD0653;SPC TN       -   543,698.37  1,705,757.67   sFT  0.99994842   -0 31 07.9
 FD0653;UTM  16      - 3,964,402.784   510,270.562   MT  0.99960130   +0 03 59.6
 FD0653
 FD0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0653!SPC TN       -   0.99996718  x   0.99994842  =   0.99991561
 FD0653!UTM  16      -   0.99996718  x   0.99960130  =   0.99956850
 FD0653
 FD0653:                Primary Azimuth Mark                     Grid Az
 FD0653:SPC TN       -  DAVIS                                    003 30 20.3
 FD0653:UTM  16      -  DAVIS                                    002 55 12.8
 FD0653
 FD0653|---------------------------------------------------------------------|
 FD0653| PID    Reference Object                     Distance      Geod. Az  |
 FD0653|                                                           dddmmss.s |
 FD0653| FD0657 DAVIS                               APPROX. 3.5 KM 0025912.4 |
 FD0653| CG5163 COTTON RM 1                           9.827 METERS 03118     |
 FD0653| CG5164 COTTON RM 2                           8.690 METERS 21458     |
 FD0653|---------------------------------------------------------------------|
 FD0653
 FD0653                          SUPERSEDED SURVEY CONTROL
 FD0653
 FD0653  NAD 83(1995)-  35 49 25.39771(N)    086 53 10.66963(W) AD(       ) 2
 FD0653  NAD 83(1986)-  35 49 25.40626(N)    086 53 10.67059(W) AD(       ) 2
 FD0653  NAD 27      -  35 49 25.16470(N)    086 53 10.66650(W) AD(       ) 2
 FD0653  NGVD 29 (??/??/??)  237.48   (m)          779.1    (f) RESET       3  
 FD0653
 FD0653.Superseded values are not recommended for survey control.
 FD0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0653.See file dsdata.txt to determine how the superseded data were derived.
 FD0653
 FD0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1027164403(NAD 83)
 FD0653_MARKER: DD = SURVEY DISK
 FD0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0653_STAMPING: COTTON 1963
 FD0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0653+STABILITY: SURFACE MOTION
 FD0653
 FD0653  HISTORY     - Date     Condition        Report By
 FD0653  HISTORY     - 1963     MONUMENTED       TNHD
 FD0653  HISTORY     - 1963     GOOD             TNHD
 FD0653  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0653
 FD0653                          STATION DESCRIPTION
 FD0653
 FD0653'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0653'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF FRANKLIN.
 FD0653'
 FD0653'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO 7.3 MILES
 FD0653'SOUTH ON U S HIGHWAY 31
 FD0653'TO THE STATION ON THE RIGHT.
 FD0653'
 FD0653'THE STATION IS 31 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U S
 FD0653'HIGHWAY 31, 3 FEET WEST OF
 FD0653'A POWER POLE, 2 FEET SOUTHEAST OF A WIRE FENCE AND 2.9
 FD0653'FEET EAST OF A WITNESS SIGN.  THE
 FD0653'SURFACE AND UNDERGROUND MARKS ARE
 FD0653'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 FD0653'DISKS ARE STAMPED
 FD0653'COTTON 1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 FD0653'SURFACE.  THE
 FD0653'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0653'CONCRETE MONUMENT.
 FD0653'
 FD0653'REFERENCE MARK NO 1 IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD0653'U S HIGHWAY 31, 31
 FD0653'FEET NORTHEAST OF A POWER POLE AND 2 FEET SOUTHEAST OF
 FD0653'A WIRE FENCE.  THE MARK IS A
 FD0653'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0653'DISK SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 FD0653'MONUMENT AND THE DISK
 FD0653'IS STAMPED COTTON RM-1 1963.
 FD0653'
 FD0653'REFERENCE MARK NO 2 IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD0653'U S HIGHWAY 31, 30
 FD0653'FEET SOUTHWEST OF A POWER POLE AND 1 FOOT SOUTHEAST OF
 FD0653'A WIRE FENCE.  THE MARK IS A
 FD0653'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0653'DISK SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 FD0653'MONUMENT AND THE DISK
 FD0653'IS STAMPED COTTON RM-2 1963.
 FD0653'
 FD0653'TRAVERSE STATION DAVIS IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 FD0653'THE AZIMUTH.
 FD0653'
 FD0653'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FD0653
 FD0653                          STATION RECOVERY (1963)
 FD0653
 FD0653'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0653'7.3 MI S FROM FRANKLIN.
 FD0653'FROM THE POST OFFICE IN FRANKLIN GO 7.3 MILES SOUTH ON U.S.
 FD0653'HIGHWAY 31 TO THE STATION ON THE RIGHT.  THE MARK IS 31 FEET
 FD0653'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 31, 3 FEET WEST OF
 FD0653'A POWER POLE, 2 FEET SOUTHEAST OF A WIRE FENCE AND 2.9 FEET
 FD0653'EAST OF A WITNESS SIGN.  THE MARK IS SET IN A 10-INCH, SQUARE,
 FD0653'FLUSH, CONCRETE MONUMENT.
 FD0653
 FD0653                          STATION RECOVERY (1984)
 FD0653
 FD0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0653'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0654 ***********************************************************************
 FD0654  DESIGNATION -  COTTON RM 1
 FD0654  PID         -  FD0654
 FD0654  STATE/COUNTY-  TN/WILLIAMSON
 FD0654  USGS QUAD   -  SPRING HILL (1979)
 FD0654
 FD0654                         *CURRENT SURVEY CONTROL
 FD0654  ___________________________________________________________________
 FD0654* NAD 83(1986)-  35 49 23.     (N)    086 53 12.     (W)     SCALED    
 FD0654* NAVD 88     -       237.308  (meters)     778.57   (feet)  ADJUSTED  
 FD0654  ___________________________________________________________________
 FD0654  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD0654  DYNAMIC HT  -         237.098 (meters)     777.88  (feet)  COMP
 FD0654  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD0654
 FD0654  VERT ORDER  -  SECOND    CLASS 0
 FD0654
 FD0654.The horizontal coordinates were scaled from a topographic map and have
 FD0654.an estimated accuracy of +/- 6 seconds.
 FD0654
 FD0654.The orthometric height was determined by differential leveling
 FD0654.and adjusted by the National Geodetic Survey in June 1991..
 FD0654
 FD0654.The geoid height was determined by GEOID03.
 FD0654
 FD0654.The dynamic height is computed by dividing the NAVD 88
 FD0654.geopotential number by the normal gravity value computed on the
 FD0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0654.degrees latitude (g = 980.6199 gals.).
 FD0654
 FD0654.The modeled gravity was interpolated from observed gravity values.
 FD0654
 FD0654;                    North         East    Units  Estimated Accuracy
 FD0654;SPC TN       -   165,650.      519,880.      MT  (+/- 180 meters Scaled)
 FD0654
 FD0654                          SUPERSEDED SURVEY CONTROL
 FD0654
 FD0654  NGVD 29 (??/??/??)  237.28   (m)          778.5    (f) RESET       3  
 FD0654
 FD0654.Superseded values are not recommended for survey control.
 FD0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0654.See file dsdata.txt to determine how the superseded data were derived.
 FD0654
 FD0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE102643(NAD 83)
 FD0654_MARKER: DD = SURVEY DISK
 FD0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0654_STAMPING: COTTON RM 1 1963
 FD0654_MARK LOGO: TNHD  
 FD0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0654+STABILITY: SURFACE MOTION
 FD0654
 FD0654  HISTORY     - Date     Condition        Report By
 FD0654  HISTORY     - 1963     MONUMENTED       TNHD
 FD0654  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0654
 FD0654                          STATION DESCRIPTION
 FD0654
 FD0654'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0654'7.3 MI S FROM FRANKLIN.
 FD0654'THE MARK IS LOCATED AT THE COTTON 1963 STATION SITE.  IT IS 32
 FD0654'FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 31, 31 FEET NORTHEAST
 FD0654'OF A POWER POLE AND 2 FEET SOUTHEAST OF A WIRE FENCE.  THE MARK
 FD0654'IS SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0654
 FD0654                          STATION RECOVERY (1984)
 FD0654
 FD0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0654'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0652 ***********************************************************************
 FD0652  DESIGNATION -  COTTON RM 2
 FD0652  PID         -  FD0652
 FD0652  STATE/COUNTY-  TN/WILLIAMSON
 FD0652  USGS QUAD   -  SPRING HILL (1979)
 FD0652
 FD0652                         *CURRENT SURVEY CONTROL
 FD0652  ___________________________________________________________________
 FD0652* NAD 83(1986)-  35 49 23.     (N)    086 53 12.     (W)     SCALED    
 FD0652* NAVD 88     -       237.756  (meters)     780.04   (feet)  ADJUSTED  
 FD0652  ___________________________________________________________________
 FD0652  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD0652  DYNAMIC HT  -         237.546 (meters)     779.35  (feet)  COMP
 FD0652  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD0652
 FD0652  VERT ORDER  -  SECOND    CLASS 0
 FD0652
 FD0652.The horizontal coordinates were scaled from a topographic map and have
 FD0652.an estimated accuracy of +/- 6 seconds.
 FD0652
 FD0652.The orthometric height was determined by differential leveling
 FD0652.and adjusted by the National Geodetic Survey in June 1991..
 FD0652
 FD0652.The geoid height was determined by GEOID03.
 FD0652
 FD0652.The dynamic height is computed by dividing the NAVD 88
 FD0652.geopotential number by the normal gravity value computed on the
 FD0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0652.degrees latitude (g = 980.6199 gals.).
 FD0652
 FD0652.The modeled gravity was interpolated from observed gravity values.
 FD0652
 FD0652;                    North         East    Units  Estimated Accuracy
 FD0652;SPC TN       -   165,650.      519,880.      MT  (+/- 180 meters Scaled)
 FD0652
 FD0652                          SUPERSEDED SURVEY CONTROL
 FD0652
 FD0652  NGVD 29 (??/??/??)  237.72   (m)          779.9    (f) RESET       3  
 FD0652
 FD0652.Superseded values are not recommended for survey control.
 FD0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0652.See file dsdata.txt to determine how the superseded data were derived.
 FD0652
 FD0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE102643(NAD 83)
 FD0652_MARKER: DD = SURVEY DISK
 FD0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0652_STAMPING: COTTON RM 2 1963
 FD0652_MARK LOGO: TNHD  
 FD0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0652+STABILITY: SURFACE MOTION
 FD0652
 FD0652  HISTORY     - Date     Condition        Report By
 FD0652  HISTORY     - 1963     MONUMENTED       TNHD
 FD0652  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0652
 FD0652                          STATION DESCRIPTION
 FD0652
 FD0652'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0652'7.3 MI S FROM FRANKLIN.
 FD0652'THE MARK IS LOCATED AT THE COTTON 1963 STATION SITE, 32 FEET
 FD0652'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 31, 30 FEET SOUTHWEST
 FD0652'OF A POWER POLE AND 1 FOOT SOUTHEAST OF A WIRE FENCE.  IT IS
 FD0652'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0652
 FD0652                          STATION RECOVERY (1984)
 FD0652
 FD0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0652'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2258 ***********************************************************************
 FE2258  DESIGNATION -  COUNCE
 FE2258  PID         -  FE2258
 FE2258  STATE/COUNTY-  TN/HARDIN
 FE2258  USGS QUAD   -  COUNCE (1984)
 FE2258
 FE2258                         *CURRENT SURVEY CONTROL
 FE2258  ___________________________________________________________________
 FE2258* NAD 83(1995)-  35 00 36.10571(N)    088 15 55.26306(W)     ADJUSTED  
 FE2258* NAVD 88     -       208.4    (meters)     684.     (feet)  VERTCON   
 FE2258  ___________________________________________________________________
 FE2258  X           -     158,313.922 (meters)                     COMP
 FE2258  Y           -  -5,227,540.107 (meters)                     COMP
 FE2258  Z           -   3,638,882.126 (meters)                     COMP
 FE2258  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FE2258  ELLIP HEIGHT-         180.98  (meters)          (07/29/02) GPS OBS
 FE2258  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2258
 FE2258  HORZ ORDER  -  FIRST
 FE2258  ELLP ORDER  -  FOURTH    CLASS I
 FE2258
 FE2258.The horizontal coordinates were established by GPS observations
 FE2258.and adjusted by the National Geodetic Survey in April 1999..
 FE2258
 FE2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2258
 FE2258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2258
 FE2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2258
 FE2258.The ellipsoidal height was determined by GPS observations
 FE2258.and is referenced to NAD 83.
 FE2258
 FE2258.The geoid height was determined by GEOID03.
 FE2258
 FE2258;                    North         East     Units Scale Factor Converg.
 FE2258;SPC TN       -    77,473.973   393,233.421   MT  1.00005101   -1 19 34.4
 FE2258;SPC TN       -   254,179.19  1,290,133.32   sFT  1.00005101   -1 19 34.4
 FE2258;UTM  16      - 3,874,886.778   384,545.497   MT  0.99976428   -0 43 33.7
 FE2258
 FE2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2258!SPC TN       -   0.99997159  x   1.00005101  =   1.00002260
 FE2258!UTM  16      -   0.99997159  x   0.99976428  =   0.99973588
 FE2258
 FE2258|---------------------------------------------------------------------|
 FE2258| PID    Reference Object                     Distance      Geod. Az  |
 FE2258|                                                           dddmmss.s |
 FE2258| CG3852 COUNCE RM 2                          32.288 METERS 00302     |
 FE2258| FE2249 HOLLAND RIM 48 LOT                  APPROX. 4.3 KM 0452951.1 |
 FE2258| FE2250 PICKWICK TVA MICROWAVE KIE 35       APPROX. 2.9 KM 0605008.6 |
 FE2258| CG3850 COUNCE AZ MK                                       2550821.4 |
 FE2258| CG3851 COUNCE RM 1                          40.807 METERS 28326     |
 FE2258| FE2259 COUNCE TN RIVER PULP CO TANK        APPROX. 3.9 KM 3562123.5 |
 FE2258|---------------------------------------------------------------------|
 FE2258
 FE2258                          SUPERSEDED SURVEY CONTROL
 FE2258
 FE2258  ELLIP H (04/12/99)  181.03   (m)                       GP(       ) 4 1
 FE2258  NAD 83(1995)-  35 00 36.10558(N)    088 15 55.26290(W) AD(       ) 1
 FE2258  ELLIP H (12/04/92)  181.02   (m)                       GP(       ) 4 1
 FE2258  NAD 83(1995)-  35 00 36.11431(N)    088 15 55.26076(W) AD(       ) 1
 FE2258  NAD 83(1986)-  35 00 36.11474(N)    088 15 55.25986(W) AD(       ) 1
 FE2258  NAD 27      -  35 00 35.80500(N)    088 15 55.11100(W) AD(       ) 1
 FE2258  NGVD 29 (12/04/92)  208.4    (m)          684.     (f) GPS OBS        
 FE2258
 FE2258.Superseded values are not recommended for survey control.
 FE2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2258.See file dsdata.txt to determine how the superseded data were derived.
 FE2258
 FE2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8454574887(NAD 83)
 FE2258_MARKER: DS = TRIANGULATION STATION DISK
 FE2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2258_SP_SET: CONCRETE POST
 FE2258_STAMPING: COUNCE 1934
 FE2258_MARK LOGO: CGS   
 FE2258_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2258+STABILITY: SURFACE MOTION
 FE2258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2258+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 FE2258
 FE2258  HISTORY     - Date     Condition        Report By
 FE2258  HISTORY     - 1934     MONUMENTED       CGS
 FE2258  HISTORY     - 1934     GOOD             CGS
 FE2258  HISTORY     - 1949     GOOD             TVA
 FE2258  HISTORY     - 1962     GOOD             CGS
 FE2258  HISTORY     - 1970     GOOD             NGS
 FE2258  HISTORY     - 19900214 GOOD             ALHD
 FE2258
 FE2258                          STATION DESCRIPTION
 FE2258
 FE2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FE2258'ABOUT 3.75 MILES EAST OF DAMON, 3-1/2 MILES WEST OF TENNESSEE RIVER,
 FE2258'3.8 MILES A LITTLE NORTH OF WEST OF
 FE2258'TENNESSEE-ALABAMA-MISSISSIPPI CORNER, 2 MILES SOUTH BY EAST OF
 FE2258'COUNCE, 0.9 MILE NORTH OF TENNESSEE-MISSISSIPPI STATE LINE, ON
 FE2258'HIGH WOODED KNOB KNOWN LOCALLY AS KERN BROWNS HILL, AND ON LAND OWNED
 FE2258'BY THE INDIANA TIE CO. TO REACH FROM COUNCE POST OFFICE, GO
 FE2258'SOUTHEAST ABOUT 0.1 MILE, FOLLOW RIGHT FORK 1.7 MILES, TURN RIGHT
 FE2258'ONTO DIM CROSSROAD AT HOUSE WITH HEDGE ON RIGHT, GO 0.35 MILE,
 FE2258'FOLLOW RIGHT FORK AT LONE TWIN PINE TREE, PASS OLD CHIMNEY ON RIGHT,
 FE2258'CONTINUE 1.05 MILES ALONG TRIPLE-NOTCH-BLAZE ROAD, FOLLOW RIGHT
 FE2258'FORK 0.1 MILE AROUND RIGHT EDGE OF HILL TO FORK ON TOP OF HILL,
 FE2258'FOLLOW LEFT FORK 75 FEET TO 2 TRIANGLE-BLAZED TREES AND STATION
 FE2258'SITE. STATION IS 85 FEET SOUTH-SOUTHEAST OF FORK OF WOODS ROAD
 FE2258'OVER RIDGE, 60 FEET EAST OF LEFT FORK, 60 FEET SOUTHEAST OF
 FE2258'TRIPLE-NOTCH-BLAZE OAK, 25 FEET NORTHWEST OF 18-INCH
 FE2258'TRIANGLE-BLAZED OAK, AND 21 FEET NORTHWEST OF 8-INCH TRIANGLE-BLAZED
 FE2258'PINE TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FE2258'DISKS IN CONCRETE. UPPER MARK PROJECTS 7 INCHES
 FE2258'ABOVE GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2258'REFERENCE DISKS IN CONCRETE. NO. 1, PROJECTING 6 INCHES
 FE2258'ABOVE GROUND, IS 115 FEET SOUTHWEST OF FORKS, 63 FEET WEST OF LEFT
 FE2258'FORK, 20 FEET EAST OF RIGHT FORK, AND 133.92 FEET FROM STATION N 76 DE
 FE2258'34 MIN W.  NO. 2, PROJECTING 5 INCHES ABOVE GROUND, IS
 FE2258'40 FEET NORTHEAST OF FORKS, 10 FEET SOUTHEAST OF MAIN ROAD, 3 FEET
 FE2258'LOWER THAN, AND 106.06 FEET (SLOPE DISTANCE) FROM STATION N 3 DEG
 FE2258'03 MIN E.  REFERENCE MARK NO. 1 IS 154.92 FEET SOUTHWEST OF
 FE2258'REFERENCE MARK NO. 2. AZIMUTH MARK, PROJECTING 6 INCHES ABOVE GROUND,
 FE2258'IS 20 FEET NORTHWEST OF 24-INCH OAK TREE, 7 FEET SOUTHEAST OF WOODS
 FE2258'ROAD (RIGHT FORK 220 YARDS BY TRAIL FROM STATION), AND ABOUT 0.15
 FE2258'MILE FROM STATION S 75 DEG 08 MIN W.
 FE2258
 FE2258                          STATION RECOVERY (1934)
 FE2258
 FE2258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FE2258'RECOVERED IN GOOD CONDITION.
 FE2258
 FE2258                          STATION RECOVERY (1949)
 FE2258
 FE2258'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2258'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 4.1 MILES S OF
 FE2258'COUNCE. A STEEL POST IS SET 2 FEET S OF THE MARK.  REFERENCE MARK WAS
 FE2258'RECOVERED IN GOOD CONDITION. DISK IS STAMPED COUNCE 1934.
 FE2258
 FE2258                          STATION RECOVERY (1962)
 FE2258
 FE2258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FE2258'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2258'DUE TO CHANGES IN ROADS AND PROPERTY OWNERS THE ORIGINAL
 FE2258'DESCRIPTION IS COMPLETELY INADEQUATE. FOLLOWING IS A NEW AND COMPLETE
 FE2258'DESCRIPTION.
 FE2258'
 FE2258'THE STATION IS ON THE TOP OF A HIGH, WOODED HILL KNOWN LOCALLY AS
 FE2258'KERN BROWNS HILL AND IS ON THE PROPERTY OF THE TENNESSEE PULP
 FE2258'AND PAPER COMPANY, ABOUT 3-1/2 MILES SOUTHWEST OF PICKWICK VILLAGE ON
 FE2258'THE TENNESSEE RIVER, 2-1/2 MILES SOUTH OF COUNCE, AND 0.9 OF A
 FE2258'MILE NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE.
 FE2258'
 FE2258'TO REACH FROM THE POST OFFICE AND THE J. R. PURNELL STORE IN COUNCE,
 FE2258'GO SOUTH ON AN OILED ROAD FOR 0.05 MILE TO A FORK, KEEP LEFT FORK
 FE2258'AND CONTINUE SOUTHEAST FOR 0.3 MILE TO A FORK, KEEP RIGHT FORK,
 FE2258'SOUTHEAST, AND GO 1.8 MILES TO A GRAVELED ROAD ON THE LEFT,
 FE2258'A WOODS ROAD ON THE RIGHT, AND OLD HOUSE IN THE NORTHWEST ANGLE. HERE
 FE2258'TURN RIGHT ON THE WOODS ROAD AND GO SOUTH FOR 0.5 MILE TO A
 FE2258'FORK, KEEP RIGHT FORK, WESTERLY FOR 0.25 MILE TO WHERE T. V. A.
 FE2258'TRANSMISSION LINES CROSS OVER, CONTINUE 0.5 MILE TO AN OLD SAWMILL
 FE2258'SITE ON THE RIGHT, CONTINUE SOUTHWESTERLY FOR 0.25 MILE TO A FORK,
 FE2258'KEEP LEFT FORK AND GO SOUTHWESTERLY UP A STEEP KNOLL FOR 0.1 MILE TO
 FE2258'THE TOP OF THE GRADE AND THE STATION ON THE LEFT AT HIGHEST POINT
 FE2258'ABOUT 40 YARDS FROM THE ROAD.
 FE2258'
 FE2258'THE STATION IS 117 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WOODS
 FE2258'ROAD, 20 FEET EAST OF THE APPROXIMATE CENTER OF A DIM TRACK ROAD
 FE2258'AND 1.8 FEET NORTH OF A METAL WITNESS POST AND TVA SIGN. IT IS A
 FE2258'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FE2258'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED COUNCE 1934.
 FE2258'
 FE2258'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL AND 42 FEET
 FE2258'SOUTH OF THE APPROXIMATE CENTER OF THE WOODS ROAD. IT IS A STANDARD
 FE2258'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2258'PROJECTS 8 INCHES AND THE DISK IS STAMPED COUNCE NO 1 1934.
 FE2258'
 FE2258'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL, 11 FEET SOUTH
 FE2258'OF THE APPROXIMATE CENTER OF THE WOODS ROAD AND 1.0 FOOT NORTH OF
 FE2258'A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP
 FE2258'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 FE2258'AND THE DISK IS STAMPED COUNCE NO 2 1934.
 FE2258'
 FE2258'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FE2258'MARK NO. 2 IS 154.9 FEET.
 FE2258'
 FE2258'THE AZIMUTH MARK IS 29 FEET SOUTH OF A 10-INCH OAK TREE WITH A WHITE
 FE2258'RING BLAZE, 19 FEET NORTH OF A 14-INCH OAK TREE, 8 FEET SOUTHEAST
 FE2258'OF THE APPROXIMATE CENTER OF THE WOODS ROAD, AND 1.0 FOOT NORTHWEST
 FE2258'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK
 FE2258'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2258'PROJECTS 5 INCHES AND THE DISK IS STAMPED COUNCE AZIMUTH 1934.
 FE2258'
 FE2258'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON THE
 FE2258'WOODS ROAD FOR 0.1 MILE TO A FORK, KEEP LEFT FORK AND GO 0.05 MILE
 FE2258'TO THE MARK ON THE LEFT AS DESCRIBED.
 FE2258
 FE2258                          STATION RECOVERY (1970)
 FE2258
 FE2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FE2258'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 FE2258'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY ROAD
 FE2258'MACHINERY.  A LONGER DISTANCE WAS MEASURED TO REFERENCE MARK 1,
 FE2258'THE DISTANCE BEING 0.88 FEET.  THIS MEASUREMENT WAS VERIFIED BY
 FE2258'SEPERATE OBSERVING UNITS ON DIFFERENT NIGHTS.  THE DISTANCE TO
 FE2258'REFERENCE MARK 2 COMPARED FAVORABLE WITH THE 1934 MEASUREMENTS.
 FE2258'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FE2258'
 FE2258'THE STATION IS LOCATED ABOUT 14 MILES NORTH-NORTHWEST OF IUKA,
 FE2258'3 MILES SOUTH-SOUTHWEST OF THE SOUTH END OF THE PICKWICK
 FE2258'DAM AND 2 MILES SOUTH OF COUNCE.  THE STATION IS ON PROPERTY
 FE2258'OWNED BY THE TENNESSEE RIVER PULP AND PAPER COMPANY, COUNCE,
 FE2258'TENNESSEE.
 FE2258'
 FE2258'TO REACH THE STATION FROM THE POST OFFICE IN COUNCE, GO
 FE2258'EASTERLY ON STATE HIGHWAY 57 FOR 0.9 MILE TO THE JUNCTION
 FE2258'OF STATE HIGHWAY 128.  TURN RIGHT AND GO SOUTH ON STATE
 FE2258'HIGHWAY 57 FOR 5.2 MILES TO A FIELD ROAD ON THE RIGHT NEAR
 FE2258'MR. J.D. FINCHS MAIL BOX.  (THIS IS 0.1 MILE NORTH OF THE
 FE2258'MISSISSIPPI-TENNESSEE STATE LINE.) TURN RIGHT AND GO NORTHWEST,
 FE2258'WEST AND SOUTH FOR 0.5 MILE TO FORKS.  TURN SHARP RIGHT AND GO
 FE2258'NORTHWEST AND NORTH FOR 1.35 MILES TO A FORK.  TAKE LEFT FORK
 FE2258'UP HILL FOR 0.5 MILE TO THE STATION ON THE LEFT.  (THIS IS A
 FE2258'4-WHEEL DRIVE STATION IN WET WEATHER.)
 FE2258'
 FE2258'THE STATION MARK IS A STANDARD DISK, STAMPED COUNCE 1934, SET IN
 FE2258'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 FE2258'8-INCHES.  IT IS 66 FEET EAST OF THE CENTER OF A FIELD ROAD,
 FE2258'20.5 FEET EAST-NORTHEAST OF A 6-INCH PINE TREE AND 2.0 FEET
 FE2258'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FE2258'
 FE2258'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COUNCE NO 1 1934,
 FE2258'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FE2258'PROJECTS 8-INCHES.  IT IS 135 FEET WEST OF THE METAL WITNESS
 FE2258'POST WITH SIGN, 66 FEET WEST OF THE CENTER OF A FIELD ROAD
 FE2258'AND 44 FEET SOUTH OF A FIELD ROAD.
 FE2258'
 FE2258'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COUNCE NO 2 1934,
 FE2258'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FE2258'PROJECTS 8-INCHES.  IT IS 10 FEET SOUTHEAST OF THE CENTER OF THE
 FE2258'FIELD ROAD AND 1.0 FEET NORTHWEST OF A METAL WITNESS POST
 FE2258'WITH SIGN.
 FE2258'
 FE2258'THE COUNCE TENNESSEE RIVER PULP AND PAPER COMPANY WATER TANK
 FE2258'IS VISIBLE FROM THE GROUND AND CAN BE USED AS AN AZIMUTH FOR
 FE2258'THIS STATION.
 FE2258'
 FE2258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FE2258'2 MILES SOUTH-SOUTHEAST OF COUNCE.
 FE2258
 FE2258                          STATION RECOVERY (1990)
 FE2258
 FE2258'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FE2258'THE STATION IS LOCATED IN HARDIN COUNTY TENNESSEE ON PROPERTY OWNED BY
 FE2258'TENNESSEE PULP AND PAPER COMPANY, ABOUT 5.63 KM (3.50 MI) SOUTHWEST
 FE2258'OF PICKWICK VILLAGE AND ABOUT 23.98 KM (14.90 MI) SOUTH - SOUTHWEST
 FE2258'OF SAVANNAH, TENNESSEE.
 FE2258'TO REACH THE STATION FROM THE MISSISSIPPI - TENNESSEE STATE LINE ON
 FE2258'MISSISSIPPI STATE HIGHWAY 25 AND TENNESSEE STATE HIGHWAY 57, DRIVE
 FE2258'NORTH ON TENNESSEE STATE HIGHWAY 57 0.08 KM (0.05 MI) TO A PAVED ROAD
 FE2258'LEFT, TURN LEFT ON THE PAVED ROAD AND DRIVE WESTERLY 0.80 KM
 FE2258'(0.50 MI) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD
 FE2258'AND DRIVE NORTHWESTERLY 2.25 KM (1.40 MI) TO THE TOP OF A RIDGE, A Y
 FE2258'INTERSECTION AND THE STATION IN THE SOUTHEAST QUADRANT OF THE
 FE2258'INTERSECTION.
 FE2258'THE STATION IS 0.30 M (0.98 FT) NORTHWEST OF A CARSONITE WITNESS POST,
 FE2258'21.21 M (69.59 FT) EAST OF THE CENTER OF THE LEFT FORK OF THE WOODS
 FE2258'ROAD, 28.96 M (95.01 FT) SOUTH - SOUTHEAST OF THE CENTER OF THE MAIN
 FE2258'WOODS ROAD, AND PROJECTS FOUR INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2259 ***********************************************************************
 FE2259  DESIGNATION -  COUNCE TN RIVER PULP CO TANK
 FE2259  PID         -  FE2259
 FE2259  STATE/COUNTY-  TN/HARDIN
 FE2259  USGS QUAD   -  COUNCE (1984)
 FE2259
 FE2259                         *CURRENT SURVEY CONTROL
 FE2259  ___________________________________________________________________
 FE2259* NAD 83(1995)-  35 02 42.02146(N)    088 16 05.01237(W)     ADJUSTED  
 FE2259* NAVD 88     -                                                        
 FE2259  ___________________________________________________________________
 FE2259  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 FE2259  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE2259
 FE2259  HORZ ORDER  -  THIRD
 FE2259
 FE2259.The horizontal coordinates were established by classical geodetic methods
 FE2259.and adjusted by the National Geodetic Survey in April 1999..
 FE2259
 FE2259
 FE2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2259
 FE2259.The geoid height was determined by GEOID03.
 FE2259
 FE2259;                    North         East     Units Scale Factor Converg.
 FE2259;SPC TN       -    81,359.179   393,076.205   MT  1.00004250   -1 19 40.1
 FE2259;SPC TN       -   266,925.91  1,289,617.52   sFT  1.00004250   -1 19 40.1
 FE2259;UTM  16      - 3,878,769.029   384,347.669   MT  0.99976484   -0 43 41.6
 FE2259
 FE2259                          SUPERSEDED SURVEY CONTROL
 FE2259
 FE2259  NAD 83(1995)-  35 02 42.02134(N)    088 16 05.01244(W) AD(       ) 4
 FE2259  NAD 83(1995)-  35 02 42.02131(N)    088 16 05.01259(W) AD(       ) 4
 FE2259  NAD 83(1995)-  35 02 42.02986(N)    088 16 05.00984(W) AD(       ) 4
 FE2259  NAD 83(1986)-  35 02 42.03027(N)    088 16 05.00915(W) AD(       ) 4
 FE2259  NAD 27      -  35 02 41.72331(N)    088 16 04.86104(W) AD(       ) 3
 FE2259
 FE2259.Superseded values are not recommended for survey control.
 FE2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2259.See file dsdata.txt to determine how the superseded data were derived.
 FE2259
 FE2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8434878769(NAD 83)
 FE2259_MARKER: 53 = ELEVATED TANK
 FE2259
 FE2259  HISTORY     - Date     Condition        Report By
 FE2259  HISTORY     - 1970     FIRST OBSERVED   NGS
 FE2259
 FE2259                          STATION DESCRIPTION
 FE2259
 FE2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FE2259'THE STATION IS THE FINIAL KNOB ATOP THE COUNCE, TENNESSEE
 FE2259'RIVER PULP AND PAPER COMPANY WATER TANK THAT IS LOCATED ABOUT
 FE2259'0.2 MILE NORTH OF STATE HIGHWAY 57 AND ON THE SOUTHWEST EDGE
 FE2259'OF THE MILL SITE.  THE TANK IS SPHERICAL IN SHAPE, SUPPORTED
 FE2259'BY FOUR TUBULAR STEEL LEGS AND IS PAINTED LIGHT GREEN IN
 FE2259'COLOR.  IT IS 130 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0721 ***********************************************************************
 FC0721  DESIGNATION -  COURTHOUSE
 FC0721  PID         -  FC0721
 FC0721  STATE/COUNTY-  TN/ROANE
 FC0721  USGS QUAD   -  BACON GAP (1980)
 FC0721
 FC0721                         *CURRENT SURVEY CONTROL
 FC0721  ___________________________________________________________________
 FC0721* NAD 83(1986)-  35 52 16.     (N)    084 30 54.     (W)     SCALED    
 FC0721* NAVD 88     -       233.456  (meters)     765.93   (feet)  ADJUSTED  
 FC0721  ___________________________________________________________________
 FC0721  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0721  DYNAMIC HT  -         233.240 (meters)     765.22  (feet)  COMP
 FC0721  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FC0721
 FC0721  VERT ORDER  -  SECOND    CLASS 0
 FC0721
 FC0721.The horizontal coordinates were scaled from a topographic map and have
 FC0721.an estimated accuracy of +/- 6 seconds.
 FC0721
 FC0721.The orthometric height was determined by differential leveling
 FC0721.and adjusted by the National Geodetic Survey in June 1991..
 FC0721
 FC0721.The geoid height was determined by GEOID03.
 FC0721
 FC0721.The dynamic height is computed by dividing the NAVD 88
 FC0721.geopotential number by the normal gravity value computed on the
 FC0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0721.degrees latitude (g = 980.6199 gals.).
 FC0721
 FC0721.The modeled gravity was interpolated from observed gravity values.
 FC0721
 FC0721;                    North         East    Units  Estimated Accuracy
 FC0721;SPC TN       -   171,630.      734,100.      MT  (+/- 180 meters Scaled)
 FC0721
 FC0721                          SUPERSEDED SURVEY CONTROL
 FC0721
 FC0721  NGVD 29 (??/??/92)  233.566  (m)          766.29   (f) ADJ UNCH    2 0
 FC0721
 FC0721.Superseded values are not recommended for survey control.
 FC0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0721.See file dsdata.txt to determine how the superseded data were derived.
 FC0721
 FC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE243725(NAD 83)
 FC0721_MARKER: DB = BENCH MARK DISK
 FC0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0721_SP_SET: PLATFORM
 FC0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0721
 FC0721  HISTORY     - Date     Condition        Report By
 FC0721  HISTORY     - UNK      MONUMENTED       DOD
 FC0721  HISTORY     - 1960     GOOD             NGS
 FC0721
 FC0721                          STATION DESCRIPTION
 FC0721
 FC0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0721'AT KINGSTON.
 FC0721'THIS BENCH MARK IS LOCATED AT THE ROANE COUNTY COURT HOUSE IN
 FC0721'KINGSTON, IN TOP OF THE CONCRETE PLATFORM, 18 FT. NORTHWEST OF
 FC0721'THE CENTER OF THE NORTHEAST ENTRANCE, 18 FT. SOUTHEAST OF THE
 FC0721'SOUTHEAST CORNER, AND ABOUT LEVEL WITH THE PILLAR BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2434 ***********************************************************************
 GB2434  DESIGNATION -  COVE 2
 GB2434  PID         -  GB2434
 GB2434  STATE/COUNTY-  TN/SMITH
 GB2434  USGS QUAD   -  GORDONSVILLE (1986)
 GB2434
 GB2434                         *CURRENT SURVEY CONTROL
 GB2434  ___________________________________________________________________
 GB2434* NAD 83(1995)-  36 09 29.49793(N)    085 52 51.84057(W)     ADJUSTED  
 GB2434* NAVD 88     -       176.8    (meters)     580.     (feet)  VERTCON   
 GB2434  ___________________________________________________________________
 GB2434  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GB2434  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB2434
 GB2434  HORZ ORDER  -  SECOND
 GB2434
 GB2434.The horizontal coordinates were established by classical geodetic methods
 GB2434.and adjusted by the National Geodetic Survey in April 1999..
 GB2434
 GB2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2434
 GB2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2434
 GB2434.The geoid height was determined by GEOID03.
 GB2434
 GB2434;                    North         East     Units Scale Factor Converg.
 GB2434;SPC TN       -   202,474.472   610,701.612   MT  0.99996435   +0 04 10.7
 GB2434;SPC TN       -   664,285.00  2,003,610.21   sFT  0.99996435   +0 04 10.7
 GB2434;UTM  16      - 4,002,074.592   600,646.954   MT  0.99972481   +0 39 36.9
 GB2434
 GB2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2434!SPC TN       -   0.99997689  x   0.99996435  =   0.99994124
 GB2434!UTM  16      -   0.99997689  x   0.99972481  =   0.99970170
 GB2434
 GB2434:                Primary Azimuth Mark                     Grid Az
 GB2434:SPC TN       -  CONGO                                    140 58 42.9
 GB2434:UTM  16      -  CONGO                                    140 23 16.7
 GB2434
 GB2434|---------------------------------------------------------------------|
 GB2434| PID    Reference Object                     Distance      Geod. Az  |
 GB2434|                                                           dddmmss.s |
 GB2434| GB2431 CONGO                               APPROX. 1.8 KM 1410253.6 |
 GB2434| CG5166 COVE 2 RM 3                          13.080 METERS 17215     |
 GB2434| CG5167 COVE 2 RM 4                          23.979 METERS 27512     |
 GB2434|---------------------------------------------------------------------|
 GB2434
 GB2434                          SUPERSEDED SURVEY CONTROL
 GB2434
 GB2434  NAD 83(1995)-  36 09 29.50033(N)    085 52 51.84448(W) AD(       ) 2
 GB2434  NAD 83(1995)-  36 09 29.50005(N)    085 52 51.84526(W) AD(       ) 2
 GB2434  NAD 83(1986)-  36 09 29.51009(N)    085 52 51.84065(W) AD(       ) 2
 GB2434  NAD 27      -  36 09 29.29510(N)    085 52 51.89430(W) AD(       ) 2
 GB2434  NGVD 29 (07/19/86)  176.9    (m)          580.     (f) VERT ANG       
 GB2434
 GB2434.Superseded values are not recommended for survey control.
 GB2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2434.See file dsdata.txt to determine how the superseded data were derived.
 GB2434
 GB2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0064702075(NAD 83)
 GB2434_MARKER: DS = TRIANGULATION STATION DISK
 GB2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2434
 GB2434  HISTORY     - Date     Condition        Report By
 GB2434  HISTORY     - 1960     MONUMENTED       CGS
 GB2434  HISTORY     - 1963     GOOD             CGS
 GB2434
 GB2434                          STATION DESCRIPTION
 GB2434
 GB2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2434'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF GORDONSVILLE, 2.5
 GB2434'MILES NORTHWEST OF LANCASTER AND 0.1 MILE NORTHEAST OF THE TENNESSEE
 GB2434'CENTRAL RAILROAD.
 GB2434'
 GB2434'TO REACH THE STATION FROM THE POST OFFICE IN GORDONSVILLE, GO EAST ON
 GB2434'STATE HIGHWAY 141 FOR 0.65 MILE TO A FORK, TAKE THE RIGHT FORK,
 GB2434'EAST, FOR 1.7 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, EASTERLY,
 GB2434'FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD,
 GB2434'EASTERLY, FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT AND A BRIDGE, TURN
 GB2434'LEFT, NORTHERLY, FOR 0.1 MILE TO THE TRAFFIC ISLAND ON THE INTERSTATE
 GB2434'HIGHWAY, WHICH IS NOW UNDER CONSTRUCTION, TURN LEFT, WEST, FOR 0.1
 GB2434'MILE TO THE STATION.
 GB2434'
 GB2434'STATION MARK IS 15 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 2.0
 GB2434'FEET NORTH OF A WITNESS SIGN.  THE MARK IS A STANDARD
 GB2434'DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED COVE 2 1960.
 GB2434'
 GB2434'REFERENCE MARK NO. 3 IS 1.3 FEET WEST OF A WITNESS SIGN. THE MARK IS
 GB2434'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 GB2434'COVE 2 NO 3 1960.
 GB2434'
 GB2434'REFERENCE MARK NO. 4 IS 1.7 FEET EAST OF A WITNESS SIGN.  THE MARK IS
 GB2434'A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 GB2434'COVE 2 NO 4 1960.
 GB2434'
 GB2434'TRAVERSE STATION CONGO WILL SERVE AS THE AZIMUTH MARK. SEE
 GB2434'DESCRIPTION THEREOF.
 GB2434'
 GB2434'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 GB2434
 GB2434                          STATION RECOVERY (1963)
 GB2434
 GB2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB2434'STATION AND BOTH RMS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GB2434'WITNESS POST INTACT.
 GB2434'
 GB2434'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 GB2434'
 GB2434'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND
 GB2434'TENNESSEE STATE HIGHWAY 56 (5 MILES SOUTH OF CARTHAGE, TENNESSEE),
 GB2434'GO EAST ON INTERSTATE 40 FOR 4.1 MILES TO THE STATION ON THE LEFT
 GB2434'(NORTH) SIDE OF INTERSTATE 40 IN A TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2632 ***********************************************************************
 FB2632  DESIGNATION -  COVE MTN LOT
 FB2632  PID         -  FB2632
 FB2632  STATE/COUNTY-  TN/SEVIER
 FB2632  USGS QUAD   -  GATLINBURG (1979)
 FB2632
 FB2632                         *CURRENT SURVEY CONTROL
 FB2632  ___________________________________________________________________
 FB2632* NAD 83(1995)-  35 41 48.03831(N)    083 36 35.02534(W)     ADJUSTED  
 FB2632* NAVD 88     -      1244.9    (meters)    4084.     (feet)  VERTCON   
 FB2632  ___________________________________________________________________
 FB2632  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 FB2632  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FB2632
 FB2632  HORZ ORDER  -  THIRD
 FB2632
 FB2632.The horizontal coordinates were established by classical geodetic methods
 FB2632.and adjusted by the National Geodetic Survey in April 1999..
 FB2632
 FB2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2632
 FB2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2632
 FB2632.The geoid height was determined by GEOID03.
 FB2632
 FB2632;                    North         East     Units Scale Factor Converg.
 FB2632;SPC TN       -   153,903.205   816,305.841   MT  0.99995126   +1 23 57.7
 FB2632;SPC TN       -   504,930.77  2,678,163.41   sFT  0.99995126   +1 23 57.7
 FB2632;UTM  17      - 3,953,445.523   263,867.632   MT  1.00028715   -1 31 24.5
 FB2632
 FB2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2632!SPC TN       -   0.99980928  x   0.99995126  =   0.99976055
 FB2632!UTM  17      -   0.99980928  x   1.00028715  =   1.00009637
 FB2632
 FB2632                          SUPERSEDED SURVEY CONTROL
 FB2632
 FB2632  NAD 83(1995)-  35 41 48.04248(N)    083 36 35.03288(W) AD(       ) 4
 FB2632  NAD 83(1986)-  35 41 48.04266(N)    083 36 35.03245(W) AD(       ) 4
 FB2632  NAD 27      -  35 41 47.70724(N)    083 36 35.44287(W) AD(       ) 3
 FB2632  NGVD 29 (07/19/86) 1245.0    (m)         4085.     (f) VERT ANG       
 FB2632
 FB2632.Superseded values are not recommended for survey control.
 FB2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2632.See file dsdata.txt to determine how the superseded data were derived.
 FB2632
 FB2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6386853446(NAD 83)
 FB2632_MARKER: 57 = LOOKOUT TOWER
 FB2632
 FB2632  HISTORY     - Date     Condition        Report By
 FB2632  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2632
 FB2632                          STATION DESCRIPTION
 FB2632
 FB2632'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2632'GATLINBURG, 2.5 MI S. OF POST OFFICE, ALONG U. S. HIGHWAY 441
 FB2632'TO T-RD. NW., THENCE NW. RIGHT 0.1 MI TO T-RD. SW., THENCE SW.
 FB2632'LEFT 0.1 MI TO T-RD.N., THENCE N. RIGHT 8.7 MI ON JEEP ROAD TO
 FB2632'60 FT STEEL LOOKOUT TOWER, DESIGNATED---COVE MOUNTAIN LOOKOUT
 FB2632'TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1749 ***********************************************************************
 GB1749  DESIGNATION -  COVE RM 1
 GB1749  PID         -  GB1749
 GB1749  STATE/COUNTY-  TN/SMITH
 GB1749  USGS QUAD   -  GORDONSVILLE (1986)
 GB1749
 GB1749                         *CURRENT SURVEY CONTROL
 GB1749  ___________________________________________________________________
 GB1749* NAD 83(1986)-  36 09 30.     (N)    085 52 52.     (W)     SCALED    
 GB1749* NAVD 88     -       176.888  (meters)     580.34   (feet)  ADJUSTED  
 GB1749  ___________________________________________________________________
 GB1749  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1749  DYNAMIC HT  -         176.736 (meters)     579.84  (feet)  COMP
 GB1749  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GB1749
 GB1749  VERT ORDER  -  SECOND    CLASS 0
 GB1749
 GB1749.The horizontal coordinates were scaled from a topographic map and have
 GB1749.an estimated accuracy of +/- 6 seconds.
 GB1749
 GB1749.The orthometric height was determined by differential leveling
 GB1749.and adjusted by the National Geodetic Survey in June 1991..
 GB1749
 GB1749.The geoid height was determined by GEOID03.
 GB1749
 GB1749.The dynamic height is computed by dividing the NAVD 88
 GB1749.geopotential number by the normal gravity value computed on the
 GB1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1749.degrees latitude (g = 980.6199 gals.).
 GB1749
 GB1749.The modeled gravity was interpolated from observed gravity values.
 GB1749
 GB1749;                    North         East    Units  Estimated Accuracy
 GB1749;SPC TN       -   202,490.      610,700.      MT  (+/- 180 meters Scaled)
 GB1749
 GB1749                          SUPERSEDED SURVEY CONTROL
 GB1749
 GB1749  NGVD 29 (??/??/92)  176.955  (m)          580.56   (f) ADJ UNCH    2 0
 GB1749
 GB1749.Superseded values are not recommended for survey control.
 GB1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1749.See file dsdata.txt to determine how the superseded data were derived.
 GB1749
 GB1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF006020(NAD 83)
 GB1749_MARKER: DR = REFERENCE MARK DISK
 GB1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1749_STAMPING: COVE NO 1 1960
 GB1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1749+STABILITY: SURFACE MOTION
 GB1749
 GB1749  HISTORY     - Date     Condition        Report By
 GB1749  HISTORY     - 1960     MONUMENTED       CGS
 GB1749
 GB1749                          STATION DESCRIPTION
 GB1749
 GB1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1749'2.5 MI E FROM CARTHAGE JUNCTION.
 GB1749'THIS MARK IS LOCATED AT THE COVE 1960 STATION SITE, 60 FT. EAST
 GB1749'OF THE STATION MARK, 26 FT. SOUTHEAST OF A T-FENCE CORNER POST,
 GB1749'14 FT. SOUTH OF A WIRE FENCE, 7 FT. SOUTH OF THE CENTER OF A
 GB1749'TRACK ROAD, AND ABOUT 2 FT. HIGHER THAN THE STATION.  THE DISK
 GB1749'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1747 ***********************************************************************
 GB1747  DESIGNATION -  COVE RM 2
 GB1747  PID         -  GB1747
 GB1747  STATE/COUNTY-  TN/SMITH
 GB1747  USGS QUAD   -  GORDONSVILLE (1986)
 GB1747
 GB1747                         *CURRENT SURVEY CONTROL
 GB1747  ___________________________________________________________________
 GB1747* NAD 83(1986)-  36 09 30.     (N)    085 52 52.     (W)     SCALED    
 GB1747* NAVD 88     -       176.072  (meters)     577.66   (feet)  ADJUSTED  
 GB1747  ___________________________________________________________________
 GB1747  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1747  DYNAMIC HT  -         175.920 (meters)     577.16  (feet)  COMP
 GB1747  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GB1747
 GB1747  VERT ORDER  -  SECOND    CLASS 0
 GB1747
 GB1747.The horizontal coordinates were scaled from a topographic map and have
 GB1747.an estimated accuracy of +/- 6 seconds.
 GB1747
 GB1747.The orthometric height was determined by differential leveling
 GB1747.and adjusted by the National Geodetic Survey in June 1991..
 GB1747
 GB1747.The geoid height was determined by GEOID03.
 GB1747
 GB1747.The dynamic height is computed by dividing the NAVD 88
 GB1747.geopotential number by the normal gravity value computed on the
 GB1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1747.degrees latitude (g = 980.6199 gals.).
 GB1747
 GB1747.The modeled gravity was interpolated from observed gravity values.
 GB1747
 GB1747;                    North         East    Units  Estimated Accuracy
 GB1747;SPC TN       -   202,490.      610,700.      MT  (+/- 180 meters Scaled)
 GB1747
 GB1747                          SUPERSEDED SURVEY CONTROL
 GB1747
 GB1747  NGVD 29 (??/??/92)  176.138  (m)          577.88   (f) ADJ UNCH    2 0
 GB1747
 GB1747.Superseded values are not recommended for survey control.
 GB1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1747.See file dsdata.txt to determine how the superseded data were derived.
 GB1747
 GB1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF006020(NAD 83)
 GB1747_MARKER: DR = REFERENCE MARK DISK
 GB1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1747_STAMPING: COVE NO 2 1960
 GB1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1747+STABILITY: SURFACE MOTION
 GB1747
 GB1747  HISTORY     - Date     Condition        Report By
 GB1747  HISTORY     - 1960     MONUMENTED       CGS
 GB1747
 GB1747                          STATION DESCRIPTION
 GB1747
 GB1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1747'2.5 MI E FROM CARTHAGE JUNCTION.
 GB1747'THIS MARK IS LOCATED AT THE COVE 1960 STATION SITE, 42 FT. WEST
 GB1747'OF THE STATION MARK, 19 FT. SOUTH OF A 24-INCH TREE, 6 FT. NORTH
 GB1747'OF THE NORTHWEST CORNER OF BARN, AND 3 FT. EAST OF A WIRE FENCE.
 GB1747'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1747'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1737 ***********************************************************************
 FE1737  DESIGNATION -  COVINGTON
 FE1737  PID         -  FE1737
 FE1737  STATE/COUNTY-  TN/TIPTON
 FE1737  USGS QUAD   -  COVINGTON (1983)
 FE1737
 FE1737                         *CURRENT SURVEY CONTROL
 FE1737  ___________________________________________________________________
 FE1737* NAD 83(1995)-  35 33 27.00722(N)    089 39 00.34887(W)     ADJUSTED  
 FE1737* NAVD 88     -       108.480  (meters)     355.90   (feet)  ADJUSTED  
 FE1737  ___________________________________________________________________
 FE1737  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FE1737  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1737  DYNAMIC HT  -         108.389 (meters)     355.61  (feet)  COMP
 FE1737  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 FE1737
 FE1737  HORZ ORDER  -  THIRD
 FE1737  VERT ORDER  -  FIRST     CLASS I
 FE1737
 FE1737.The horizontal coordinates were established by classical geodetic methods
 FE1737.and adjusted by the National Geodetic Survey in April 1999..
 FE1737
 FE1737.The orthometric height was determined by differential leveling
 FE1737.and adjusted by the National Geodetic Survey in June 1991..
 FE1737
 FE1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1737
 FE1737.The geoid height was determined by GEOID03.
 FE1737
 FE1737.The dynamic height is computed by dividing the NAVD 88
 FE1737.geopotential number by the normal gravity value computed on the
 FE1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1737.degrees latitude (g = 980.6199 gals.).
 FE1737
 FE1737.The modeled gravity was interpolated from observed gravity values.
 FE1737
 FE1737;                    North         East     Units Scale Factor Converg.
 FE1737;SPC TN       -   141,990.845   269,155.070   MT  0.99995999   -2 08 12.9
 FE1737;SPC TN       -   465,848.30    883,052.93   sFT  0.99995999   -2 08 12.9
 FE1737;UTM  16      - 3,938,102.475   259,797.953   MT  1.00031106   -1 32 30.6
 FE1737
 FE1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1737!SPC TN       -   0.99998725  x   0.99995999  =   0.99994724
 FE1737!UTM  16      -   0.99998725  x   1.00031106  =   1.00029831
 FE1737
 FE1737:                Primary Azimuth Mark                     Grid Az
 FE1737:SPC TN       -  COVINGTON RAD STA WKBL MAST              018 53 59.6
 FE1737:UTM  16      -  COVINGTON RAD STA WKBL MAST              018 18 17.3
 FE1737
 FE1737|---------------------------------------------------------------------|
 FE1737| PID    Reference Object                     Distance      Geod. Az  |
 FE1737|                                                           dddmmss.s |
 FE1737| FE2644 COVINGTON RAD STA WKBL MAST         APPROX. 3.4 KM 0164546.7 |
 FE1737| FE2643 COVINGTON MUNICIPAL TANK            APPROX. 0.9 KM 0193336.8 |
 FE1737| FE2640 COVINGTON FED COMP WHSE N TANK      APPROX. 1.8 KM 0300917.8 |
 FE1737| FE2641 COVINGTON FED COMP WHSE S TANK      APPROX. 1.2 KM 0472057.5 |
 FE1737| FE1738 COVINGTON RM 1                       24.171 METERS 06204     |
 FE1737| FE2638 TENN GAS TRANSM MAST KIC 806        APPROX. 7.2 KM 1210643.4 |
 FE1737| CG3856 COVINGTON RM 2                       29.196 METERS 13403     |
 FE1737| FE2642 COVINGTON HYDE PARK MILLS TANK      APPROX. 1.0 KM 1645933.2 |
 FE1737| FE2535 MT CARMEL                           APPROX. 6.7 KM 1781501.4 |
 FE1737| FE1739 COVINGTON AZ MK                                    2350048.0 |
 FE1737|---------------------------------------------------------------------|
 FE1737
 FE1737                          SUPERSEDED SURVEY CONTROL
 FE1737
 FE1737  NAD 83(1995)-  35 33 27.01445(N)    089 39 00.34942(W) AD(       ) 3
 FE1737  NAD 83(1986)-  35 33 27.01886(N)    089 39 00.34997(W) AD(       ) 3
 FE1737  NAD 27      -  35 33 26.72220(N)    089 39 00.06790(W) AD(       ) 3
 FE1737  NGVD 29 (??/??/??)  108.450  (m)          355.81   (f) ADJUSTED    1 1
 FE1737
 FE1737.Superseded values are not recommended for survey control.
 FE1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1737.See file dsdata.txt to determine how the superseded data were derived.
 FE1737
 FE1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5979838102(NAD 83)
 FE1737_MARKER: DS = TRIANGULATION STATION DISK
 FE1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1737_STAMPING: COVINGTON 1958
 FE1737_MARK LOGO: CGS   
 FE1737_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1737+STABILITY: SURFACE MOTION
 FE1737
 FE1737  HISTORY     - Date     Condition        Report By
 FE1737  HISTORY     - 1958     MONUMENTED       CGS
 FE1737  HISTORY     - 1958     GOOD             CGS
 FE1737  HISTORY     - 1974     GOOD             NGS
 FE1737  HISTORY     - 19740615 GOOD             NGS
 FE1737  HISTORY     - 20020529 MARK NOT FOUND   USACE
 FE1737
 FE1737                          STATION DESCRIPTION
 FE1737
 FE1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1737'THE STATION IS IN THE SOUTH PART OF THE TOWN OF COVINGTON AND ON THE
 FE1737'GROUNDS OF THE COVINGTON HIGH SCHOOL.  IT IS 82 FEET NORTHEAST OF
 FE1737'THE NORTHEAST CORNER OF THE PORCH OF A WHITE FRAME HOUSE, 80 FEET
 FE1737'SOUTHWEST OF THE NORTHWEST CORNER OF THE BRICK SCHOOL BUILDING, 55
 FE1737'FEET SOUTHWEST OF A 30 INCH TREE AND 35 FEET SOUTH OF A POWERLINE
 FE1737'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COVINGTON
 FE1737'1958.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, IN A
 FE1737'COFFEE CAN, WHICH SETS ON THE TOP OF A SEWER LINE.
 FE1737'
 FE1737'TO REACH THE STATION FROM THE U.S. POST OFFICE IN COVINGTON, AT THE
 FE1737'CORNER OF WEST WASHINGTON AVENUE AND SOUTH MAIN STREET, GO
 FE1737'SOUTHEAST ON STATE HIGHWAY 59 FOR 0.35 MILE TO WEST SHERROD STREET.
 FE1737'TURN RIGHT AND GO WEST ON WEST SHERROD STREET FOR 0.2 MILE
 FE1737'TO THE COVINGTON HIGH SCHOOL ON THE LEFT AND THE STATION AT THE
 FE1737'NORTHWEST CORNER OF THE PARKING AREA.
 FE1737'
 FE1737'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON WEST
 FE1737'SHERROD STREET FOR 0.15 MILE TO SOUTH HIGH STREET AND THE AZIMUTH
 FE1737'MARK AT THE NORTHWEST CORNER OF THE INTERSECTION.
 FE1737'
 FE1737'REFERENCE MARK 1 IS 45 FEET EAST OF A 30 INCH TREE AND 10 INCHES WEST
 FE1737'OF THE NORTHWEST CORNER OF THE BRICK SCHOOL BUILDING.  THE
 FE1737'MONUMENT IS FLUSH AND THE DISK IS STAMPED COVINGTON NO 1 1958.
 FE1737'
 FE1737'REFERENCE MARK 2 IS 103 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 FE1737'BRICK SCHOOL BUILDING AND 12 FEET WEST OF THE SOUTHWEST
 FE1737'CORNER OF THE BRICK SCHOOL BUILDING.  THE MONUMENT IS FLUSH AND THE
 FE1737'DISK IS STAMPED COVINGTON NO 2 1958.
 FE1737'
 FE1737'THE AZIMUTH MARK IS 50 FEET NORTHWEST OF THE INTERSECTION OF WEST
 FE1737'SHERROD STREET AND SOUTH HIGH STREET, 29 FEET EAST OF A 16 INCH
 FE1737'PECAN TREE, 27 FEET NORTH OF A 16 INCH ELM TREE, 1 FOOT WEST OF A
 FE1737'WIRE FENCE AND 4 FEET NORTH OF A WHITE WITNESS POST.
 FE1737'
 FE1737'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE1737
 FE1737                          STATION RECOVERY (1958)
 FE1737
 FE1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1737'AT COVINGTON.
 FE1737'AT COVINGTON, 0.35 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE
 FE1737'POST OFFICE, THENCE 0.2 MILE WEST ALONG SHERROD AVENUE, ABOUT
 FE1737'1 BLOCK WEST OF SOUTH COLLEGE STREET, AT THE WEST SIDE OF PARKING
 FE1737'LOT, 80 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE MOST
 FE1737'WESTERLY BRICK SCHOOL BUILDING, 57.7 FEET SOUTHEAST OF THE CENTER
 FE1737'LINE OF SHERROD AVENUE, 82 FEET NORTHEAST OF THE NORTHEAST CORNER
 FE1737'OF PORCH OF FRAME HOUSE 503, 163 FEET NORTH OF THE NORTH CORNER
 FE1737'OF BRICK INDUSTRIAL ARTS BUILDING, 79.3 FEET SOUTHWEST OF
 FE1737'COVINGTON RM 1, 34.8 FEET SOUTH OF POWER POLE BEARING STREET
 FE1737'LIGHT, 5 1/2 FEET ABOVE STREET LEVEL AND IN THE TOP OF A CONCRETE
 FE1737'POST 6-INCHES UNDERGROUND.
 FE1737
 FE1737                          STATION RECOVERY (1974)
 FE1737
 FE1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1737'THE STATION, R.M. 1, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FE1737'CONDITION AND LEVELED OVER DURING THE 1974 RELEVELING.
 FE1737'
 FE1737'TO REACH FROM THE POST OFFICE AT COVINGTON, GO 0.35 MILE SOUTH ALONG
 FE1737'MAIN STREET, THENCE 0.2 MILE WEST ALONG SHERROD ROAD, AT THE WEST
 FE1737'SIDE OF A PARKING LOT, 57.7 FEET SOUTHEAST OF THE CENTER LINE OF
 FE1737'SHERROD ROAD, 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE1737'PORCH OF A HOUSE AT 503 SHERROD, IN A CONCRETE POST.
 FE1737'
 FE1737'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED COVINGTON NO 1
 FE1737'1958.  79.3 FEET NORTHEAST OF THE STATION.
 FE1737'
 FE1737'R.M. WAS SEARCHED FOR BUT NOT RECOVERED ON THIS DATA.
 FE1737'
 FE1737'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED COVINGTON
 FE1737'1958.  0.2 MILE NORTHEAST OF THE STATION, ALONG SHERROD AVENUE, AT
 FE1737'THE INTERSECTION OF SOUTH HIGH STREET, 43 FEET NORTHWEST OF THE
 FE1737'CENTER LINE OF SHERROD AVENUE, 29 FEET NORTHEAST OF THE EAST
 FE1737'CORNER OF A BRICK HOUSE, IN A CONCRETE POST.
 FE1737'
 FE1737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COVINGTON.
 FE1737
 FE1737                          STATION RECOVERY (1974)
 FE1737
 FE1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FE1737'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 FE1737'REFERENCE MARK 2 WAS NOT FOUND AND IS ASSUMED DESTROYED.  THE AZIMUTH
 FE1737'MARK WAS NOT FOUND BUT POSSIBLY BE IN A FLOWER BED AND WAS NOT DUG
 FE1737'FOR, THE DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE MARK 1 WAS
 FE1737'IN THE WAY OF PROPOSED CONSTRUCTION AND WAS DESTROYED.  REFERENCE
 FE1737'MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 FE1737'LOCATED JUST SOUTH OF THE MAIN SECTION OF COVINGTON, ON THE NORTHWEST
 FE1737'EDGE OF THE GROUNDS OF THE COVINGTON HIGH SCHOOL, 58 FT (17.7 M) SOUTH
 FE1737'OF THE CENTERLINE OF SHERROD STREET, 54 FT (16.5 M) EAST OF A 20 INCH
 FE1737'MAPLE TREE, 36 FT (11.0 M) EAST OF THE CENTERLINE OF A DIM DRIVEWAY
 FE1737'AND 35 FT (10.7 M) SOUTH OF A POWER, LIGHT AND TRANSFORMER POLE.  THE
 FE1737'MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS STAMPED--COVINGTON
 FE1737'1958--.
 FE1737' 
 FE1737'REFERENCE MARK 3 IS A STANDARD PRECAST ALUMINUM MONUMENT, FLUSH WITH
 FE1737'THE GROUND, STAMPED---COVINGTON 1958 NO 3 1981--, 12 FT (3.7 M)
 FE1737'SOUTHEAST OF THE CENTERLINE OF THE DIM DRIVEWAY, 28 FT (8.5 M)
 FE1737'SOUTHEAST OF THE 20 INCH MAPLE TREE, 64 FT (19.5 M) SOUTH OF THE
 FE1737'CENTERLINE OF THE STREET AND 1 FOOT (0.3 M) NORTH OF A METAL WITNESS
 FE1737'POST.
 FE1737' 
 FE1737'REFERENCE MARK 4 IS 1 FOOT (0.3 M) EAST OF THE POWER, LIGHT AND
 FE1737'TRANSFORMER POLE, 23 FT (7.0 M) SOUTH OF THE CENTERLINE OF THE STREET
 FE1737'AND 6 INCHES WEST OF A METAL WITNESS POST.  IT IS A STANDARD PRECAST
 FE1737'ALUMINUM MONUMENT PROJECTING 2 INCHES, AND STAMPED--COVINGTON 1958 NO
 FE1737'4 1981--.
 FE1737
 FE1737                          STATION RECOVERY (2002)
 FE1737
 FE1737'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1737'AFTER SPEAKING TO SCHOOL PRINCIPAL, SCHOOL HAD CONSTRUCTION PERFORMED
 FE1737'IN AREA IN 1980. MARK MAY BE PRESENT, BUT PROBABLY UNDER 6 TO 10 FT.
 FE1737'OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1453 ***********************************************************************
 FE1453  DESIGNATION -  COVINGTON
 FE1453  PID         -  FE1453
 FE1453  STATE/COUNTY-  TN/SHELBY
 FE1453  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1453
 FE1453                         *CURRENT SURVEY CONTROL
 FE1453  ___________________________________________________________________
 FE1453* NAD 83(1995)-  35 09 56.04342(N)    089 54 29.10016(W)     ADJUSTED  
 FE1453* NAVD 88     -        77.301  (meters)     253.61   (feet)  ADJUSTED  
 FE1453  ___________________________________________________________________
 FE1453  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE1453  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1453  DYNAMIC HT  -          77.231 (meters)     253.38  (feet)  COMP
 FE1453  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 FE1453
 FE1453  HORZ ORDER  -  SECOND
 FE1453  VERT ORDER  -  SECOND    CLASS 0
 FE1453
 FE1453.The horizontal coordinates were established by classical geodetic methods
 FE1453.and adjusted by the National Geodetic Survey in April 1999..
 FE1453
 FE1453.The orthometric height was determined by differential leveling
 FE1453.and adjusted by the National Geodetic Survey in June 1991..
 FE1453
 FE1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1453
 FE1453.The geoid height was determined by GEOID03.
 FE1453
 FE1453.The dynamic height is computed by dividing the NAVD 88
 FE1453.geopotential number by the normal gravity value computed on the
 FE1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1453.degrees latitude (g = 980.6199 gals.).
 FE1453
 FE1453.The modeled gravity was interpolated from observed gravity values.
 FE1453
 FE1453;                    North         East     Units Scale Factor Converg.
 FE1453;SPC TN       -    99,445.107   244,047.261   MT  1.00001597   -2 17 16.6
 FE1453;SPC TN       -   326,262.82    800,678.39   sFT  1.00001597   -2 17 16.6
 FE1453;UTM  16      - 3,895,277.475   235,129.625   MT  1.00046471   -1 40 33.1
 FE1453
 FE1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1453!SPC TN       -   0.99999216  x   1.00001597  =   1.00000813
 FE1453!UTM  16      -   0.99999216  x   1.00046471  =   1.00045687
 FE1453
 FE1453|---------------------------------------------------------------------|
 FE1453| PID    Reference Object                     Distance      Geod. Az  |
 FE1453|                                                           dddmmss.s |
 FE1453| FE1456 COVINGTON RM 1                       10.790 METERS 01419     |
 FE1453| FE1454 COVINGTON AZ MK                                    1911101.0 |
 FE1453| FE1455 COVINGTON RM 2                       10.461 METERS 29710     |
 FE1453|---------------------------------------------------------------------|
 FE1453
 FE1453                          SUPERSEDED SURVEY CONTROL
 FE1453
 FE1453  NAD 83(1995)-  35 09 56.04626(N)    089 54 29.09912(W) AD(       ) 2
 FE1453  NAD 83(1995)-  35 09 56.04874(N)    089 54 29.09955(W) AD(       ) 2
 FE1453  NAD 83(1986)-  35 09 56.05396(N)    089 54 29.10077(W) AD(       ) 2
 FE1453  NAD 27      -  35 09 55.73460(N)    089 54 28.78610(W) AD(       ) 2
 FE1453  NGVD 29 (??/??/??)   77.366  (m)          253.82   (f) ADJUSTED    2 0
 FE1453
 FE1453.Superseded values are not recommended for survey control.
 FE1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1453.See file dsdata.txt to determine how the superseded data were derived.
 FE1453
 FE1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3513095277(NAD 83)
 FE1453_MARKER: DE = TRAVERSE STATION DISK
 FE1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1453_STAMPING: COVINGTON 1959
 FE1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1453+STABILITY: SURFACE MOTION
 FE1453
 FE1453  HISTORY     - Date     Condition        Report By
 FE1453  HISTORY     - 1959     MONUMENTED       CGS
 FE1453  HISTORY     - 1959     GOOD             CGS
 FE1453  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1453
 FE1453                          STATION DESCRIPTION
 FE1453
 FE1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1453'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST-NORTHEAST OF DOWNTOWN
 FE1453'MEMPHIS AND ABOUT 3-1/2 MILES SOUTHEAST OF BARTLETT, 16 FEET WEST OF
 FE1453'A CULTIVATED FIELD AND 3 FEET NORTH-NORTHEAST OF A WITNESS POST. IT
 FE1453'IS A STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST
 FE1453'WITH AN UNDERGROUND MARK. THE MARK PROJECTS 2 INCHES ABOVE THE
 FE1453'SURFACE OF THE GROUND AND IS STAMPED COVINGTON 1959.
 FE1453'
 FE1453'TO REACH THE STATION FROM THE INTERSECTION OF MACON RD. AND WELLS
 FE1453'STATION RD., GO EAST ON MACON RD. FOR 0.3 MILE TO MARTIN AIRPORT
 FE1453'OFFICE, CONTINUE EAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT
 FE1453'AS DESCRIBED, TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE NORTH EDGE
 FE1453'OF AIRPORT, CONTINUE NORTH ALONG THE WEST EDGE OF FIELD FOR 0.1 MILE
 FE1453'TO THE STATION AS DESCRIBED.
 FE1453'
 FE1453'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE EDGE OF A CULTIVATED
 FE1453'FIELD. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 FE1453'AND IS STAMPED COVINGTON NO 1 1959.
 FE1453'
 FE1453'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE EDGE OF A CULTIVATED
 FE1453'FIELD. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 FE1453'AND IS STAMPED COVINGTON NO 2 1959.
 FE1453'
 FE1453'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 43.48 FEET.
 FE1453'
 FE1453'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF MACON RD., 26 FEET
 FE1453'SOUTHWEST OF A POWER LINE POLE NO. 38464, 10 FEET NORTHEAST OF
 FE1453'STREET MARKER MACON RD. AND MCCRORY RD.  IT IS A STANDARD DISK
 FE1453'CEMENTED IN A DRILL HOLE IN A CONCRETE WALK, SET FLUSH WITH THE
 FE1453'SURROUNDING SURFACE AND IS STAMPED COVINGTON 1959.
 FE1453'
 FE1453'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 FE1453
 FE1453                          STATION RECOVERY (1959)
 FE1453
 FE1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1453'IN MEMPHIS.
 FE1453'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF DOWNTOWN
 FE1453'MEMPHIS.  TO REACH THE STATION FROM THE INTERSECTION OF MACON RD.
 FE1453'AND WELLS STATION RD., GO EAST ON MACON RD. FOR 0.3 MILE TO
 FE1453'MARTIN AIRPORT OFFICE, CONTINUE EAST FOR 0.1 MILE TO THE AZIMUTH
 FE1453'MARK ON THE RIGHT, TURN LEFT AND GO NORTH FOR 0.2 MILE ACROSS
 FE1453'FIELD TO THE STATION SITE.  THE MARK IS 16 FEET WEST OF A
 FE1453'CULTIVATED FIELD AND 3 FEET NORTH-NORTHEAST OF A WITNESS POST.
 FE1453'THE MARK IS A STANDARD TRIANGULATION STATION DISK CEMENTED IN
 FE1453'A 10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES
 FE1453'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS ABOUT 1.3 NORTHWEST
 FE1453'OF STATION SUMMER.
 FE1453
 FE1453                          STATION RECOVERY (1989)
 FE1453
 FE1453'RECOVERY NOTE BY US ENGINEERS 1989 (MH)
 FE1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1739 ***********************************************************************
 FE1739  DESIGNATION -  COVINGTON AZ MK
 FE1739  PID         -  FE1739
 FE1739  STATE/COUNTY-  TN/TIPTON
 FE1739  USGS QUAD   -  COVINGTON (1983)
 FE1739
 FE1739                         *CURRENT SURVEY CONTROL
 FE1739  ___________________________________________________________________
 FE1739* NAD 83(1986)-  35 33 20.     (N)    089 39 09.     (W)     SCALED    
 FE1739* NAVD 88     -       104.901  (meters)     344.16   (feet)  ADJUSTED  
 FE1739  ___________________________________________________________________
 FE1739  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1739  DYNAMIC HT  -         104.812 (meters)     343.87  (feet)  COMP
 FE1739  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 FE1739
 FE1739  VERT ORDER  -  FIRST     CLASS I
 FE1739
 FE1739.The horizontal coordinates were scaled from a topographic map and have
 FE1739.an estimated accuracy of +/- 6 seconds.
 FE1739
 FE1739.The orthometric height was determined by differential leveling
 FE1739.and adjusted by the National Geodetic Survey in June 1991..
 FE1739
 FE1739.The geoid height was determined by GEOID03.
 FE1739
 FE1739.The dynamic height is computed by dividing the NAVD 88
 FE1739.geopotential number by the normal gravity value computed on the
 FE1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1739.degrees latitude (g = 980.6199 gals.).
 FE1739
 FE1739.The modeled gravity was interpolated from observed gravity values.
 FE1739
 FE1739;                    North         East    Units  Estimated Accuracy
 FE1739;SPC TN       -   141,780.      268,930.      MT  (+/- 180 meters Scaled)
 FE1739
 FE1739                          SUPERSEDED SURVEY CONTROL
 FE1739
 FE1739  NGVD 29 (??/??/??)  104.871  (m)          344.06   (f) ADJUSTED    1 1
 FE1739
 FE1739.Superseded values are not recommended for survey control.
 FE1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1739.See file dsdata.txt to determine how the superseded data were derived.
 FE1739
 FE1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE595378(NAD 83)
 FE1739_MARKER: DZ = AZIMUTH MARK DISK
 FE1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1739_STAMPING: COVINGTON 1958
 FE1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1739+STABILITY: SURFACE MOTION
 FE1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1739+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE1739
 FE1739  HISTORY     - Date     Condition        Report By
 FE1739  HISTORY     - 1958     MONUMENTED       CGS
 FE1739  HISTORY     - 1974     GOOD             NGS
 FE1739  HISTORY     - 20020529 GOOD             USACE
 FE1739
 FE1739                          STATION DESCRIPTION
 FE1739
 FE1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1739'AT COVINGTON.
 FE1739'AT COVINGTON, 0.35 MILES SOUTH ALONG SOUTH MAIN STREET FROM THE
 FE1739'POST OFFICE THENCE 0.4 MILE SOUTHWEST ALONG SHERROD AVENUE, 0.2
 FE1739'MILE SOUTHWEST OF THE COVINGTON HIGH SCHOOL, AT INTERSECTION OF
 FE1739'SOUTH HIGH STREET AND WEST SHERROD AVENUE, 43 FEET NORTHWEST
 FE1739'OF THE CENTER LINE OF WEST SHERROD AVENUE, 21 FEET SOUTHWEST OF
 FE1739'THE CENTER LINE OF SOUTH HIGH STREET, 29 FEET NORTHEAST OF THE
 FE1739'EAST CORNER OF BRICK HOUSE, 12 FEET SOUTHEAST OF THE CENTER LINE
 FE1739'OF AN ASPHALT DRIVEWAY TO GARAGE PORTION OF HOUSE, ABOUT LEVEL
 FE1739'WITH THE AVENUE AND IN THE TOP OF A CONCRETE POST PROJECTING 10
 FE1739'INCHES.
 FE1739
 FE1739                          STATION RECOVERY (2002)
 FE1739
 FE1739'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1454 ***********************************************************************
 FE1454  DESIGNATION -  COVINGTON AZ MK
 FE1454  PID         -  FE1454
 FE1454  STATE/COUNTY-  TN/SHELBY
 FE1454  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1454
 FE1454                         *CURRENT SURVEY CONTROL
 FE1454  ___________________________________________________________________
 FE1454* NAD 83(1986)-  35 09 55.     (N)    089 54 28.     (W)     SCALED    
 FE1454* NAVD 88     -        77.382  (meters)     253.88   (feet)  ADJUSTED  
 FE1454  ___________________________________________________________________
 FE1454  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1454  DYNAMIC HT  -          77.312 (meters)     253.65  (feet)  COMP
 FE1454  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 FE1454
 FE1454  VERT ORDER  -  SECOND    CLASS 0
 FE1454
 FE1454.The horizontal coordinates were scaled from a topographic map and have
 FE1454.an estimated accuracy of +/- 6 seconds.
 FE1454
 FE1454.The orthometric height was determined by differential leveling
 FE1454.and adjusted by the National Geodetic Survey in June 1991..
 FE1454
 FE1454.The geoid height was determined by GEOID03.
 FE1454
 FE1454.The dynamic height is computed by dividing the NAVD 88
 FE1454.geopotential number by the normal gravity value computed on the
 FE1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1454.degrees latitude (g = 980.6199 gals.).
 FE1454
 FE1454.The modeled gravity was interpolated from observed gravity values.
 FE1454
 FE1454;                    North         East    Units  Estimated Accuracy
 FE1454;SPC TN       -    99,410.      244,070.      MT  (+/- 180 meters Scaled)
 FE1454
 FE1454                          SUPERSEDED SURVEY CONTROL
 FE1454
 FE1454  NGVD 29 (??/??/??)   77.285  (m)          253.56   (f) ADJUSTED    2 0
 FE1454
 FE1454.Superseded values are not recommended for survey control.
 FE1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1454.See file dsdata.txt to determine how the superseded data were derived.
 FE1454
 FE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD351952(NAD 83)
 FE1454_MARKER: DZ = AZIMUTH MARK DISK
 FE1454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1454_SP_SET: SIDEWALK
 FE1454_STAMPING: COVINGTON 1959
 FE1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1454
 FE1454  HISTORY     - Date     Condition        Report By
 FE1454  HISTORY     - 1959     MONUMENTED       CGS
 FE1454  HISTORY     - 1959     GOOD             CGS
 FE1454  HISTORY     - 19950625 MARK NOT FOUND   TN1620
 FE1454
 FE1454                          STATION DESCRIPTION
 FE1454
 FE1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1454'IN MEMPHIS.
 FE1454'THE MARK IS LOCATED 0.2 MILE SOUTH OF COVINGTON STATION SITE ON
 FE1454'MACON RD. AND MC CRORY RD.  IT IS 35 FEET SOUTH OF THE CENTER
 FE1454'OF MACON RD., 26 FEET SOUTHWEST OF A POWER LINE POLE 38464, 10
 FE1454'FEET NORTHEAST OF STREET MARKER MACON RD. AND MC CRORY RD.  THE
 FE1454'MARK IS A STANDARD AZIMUTH DISK CEMENTED IN A DRILL HOLE IN A
 FE1454'CONCRETE WALK, WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 FE1454
 FE1454                          STATION RECOVERY (1995)
 FE1454
 FE1454'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2640 ***********************************************************************
 FE2640  DESIGNATION -  COVINGTON FED COMP WHSE N TANK
 FE2640  PID         -  FE2640
 FE2640  STATE/COUNTY-  TN/TIPTON
 FE2640  USGS QUAD   -  COVINGTON (1983)
 FE2640
 FE2640                         *CURRENT SURVEY CONTROL
 FE2640  ___________________________________________________________________
 FE2640* NAD 83(1995)-  35 34 17.18535(N)    089 38 24.66741(W)     ADJUSTED  
 FE2640* NAVD 88     -                                                        
 FE2640  ___________________________________________________________________
 FE2640  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 FE2640  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE2640
 FE2640  HORZ ORDER  -  THIRD
 FE2640
 FE2640.The horizontal coordinates were established by classical geodetic methods
 FE2640.and adjusted by the National Geodetic Survey in April 1999..
 FE2640
 FE2640
 FE2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2640
 FE2640.The geoid height was determined by GEOID03.
 FE2640
 FE2640;                    North         East     Units Scale Factor Converg.
 FE2640;SPC TN       -   143,502.727   270,110.541   MT  0.99995885   -2 07 52.0
 FE2640;SPC TN       -   470,808.53    886,187.67   sFT  0.99995885   -2 07 52.0
 FE2640;UTM  16      - 3,939,624.725   260,738.005   MT  1.00030550   -1 32 11.7
 FE2640
 FE2640                          SUPERSEDED SURVEY CONTROL
 FE2640
 FE2640  NAD 83(1995)-  35 34 17.19290(N)    089 38 24.66774(W) AD(       ) 4
 FE2640  NAD 83(1986)-  35 34 17.19709(N)    089 38 24.66842(W) AD(       ) 4
 FE2640  NAD 27      -  35 34 16.90400(N)    089 38 24.38400(W) AD(       ) 3
 FE2640
 FE2640.Superseded values are not recommended for survey control.
 FE2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2640.See file dsdata.txt to determine how the superseded data were derived.
 FE2640
 FE2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6073839625(NAD 83)
 FE2640_MARKER: 53 = ELEVATED TANK
 FE2640
 FE2640  HISTORY     - Date     Condition        Report By
 FE2640  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2640
 FE2640                          STATION DESCRIPTION
 FE2640
 FE2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2640'THE STATION IS THE BALL ATOP THE NORTH WATER TANK OF THE FEDERAL
 FE2640'COMPRESS AND WAREHOUSE CO., IN THE NORTHEAST SECTION OF THE TOWN OF
 FE2640'COVINGTON.  THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WITH
 FE2640'AN OVERALL HEIGHT OF 130 FEET.  THE TANK AND SUPPORTING STRUCTURE
 FE2640'ARE PAINTED SILVER.
 FE2640'
 FE2640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2640'HIGHWAYS 54 AND 59, GO NORTH ON HIGHWAY 51 FOR 0.3 MILE TO A
 FE2640'TRAFFIC LIGHT AND PAVED CROSS STREET.  TURN RIGHT AND GO EAST ON EAST
 FE2640'RIPLEY AVENUE FOR 0.4 MILE TO THE ILLINOIS CENTRAL RAILROAD
 FE2640'TRACK AND A DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD
 FE2640'FOR 0.25 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2641 ***********************************************************************
 FE2641  DESIGNATION -  COVINGTON FED COMP WHSE S TANK
 FE2641  PID         -  FE2641
 FE2641  STATE/COUNTY-  TN/TIPTON
 FE2641  USGS QUAD   -  COVINGTON (1983)
 FE2641
 FE2641                         *CURRENT SURVEY CONTROL
 FE2641  ___________________________________________________________________
 FE2641* NAD 83(1995)-  35 33 52.93558(N)    089 38 25.89928(W)     ADJUSTED  
 FE2641* NAVD 88     -                                                        
 FE2641  ___________________________________________________________________
 FE2641  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 FE2641  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2641
 FE2641  HORZ ORDER  -  THIRD
 FE2641
 FE2641.The horizontal coordinates were established by classical geodetic methods
 FE2641.and adjusted by the National Geodetic Survey in April 1999..
 FE2641
 FE2641
 FE2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2641
 FE2641.The geoid height was determined by GEOID03.
 FE2641
 FE2641;                    North         East     Units Scale Factor Converg.
 FE2641;SPC TN       -   142,757.057   270,051.751   MT  0.99995939   -2 07 52.7
 FE2641;SPC TN       -   468,362.11    885,994.79   sFT  0.99995939   -2 07 52.7
 FE2641;UTM  16      - 3,938,878.226   260,686.940   MT  1.00030581   -1 32 11.5
 FE2641
 FE2641                          SUPERSEDED SURVEY CONTROL
 FE2641
 FE2641  NAD 83(1995)-  35 33 52.94289(N)    089 38 25.89968(W) AD(       ) 4
 FE2641  NAD 83(1986)-  35 33 52.94723(N)    089 38 25.90035(W) AD(       ) 4
 FE2641  NAD 27      -  35 33 52.65200(N)    089 38 25.61700(W) AD(       ) 3
 FE2641
 FE2641.Superseded values are not recommended for survey control.
 FE2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2641.See file dsdata.txt to determine how the superseded data were derived.
 FE2641
 FE2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6068738878(NAD 83)
 FE2641_MARKER: 53 = ELEVATED TANK
 FE2641
 FE2641  HISTORY     - Date     Condition        Report By
 FE2641  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2641
 FE2641                          STATION DESCRIPTION
 FE2641
 FE2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2641'THE STATION IS THE BALL ATOP SOUTH WATER TANK OF THE FEDERAL COMPRESS
 FE2641'AND WAREHOUSE CO., IN THE EASTERN SECTION OF THE TOWN OF COVINGTON.
 FE2641'IT IS 27 FEET EAST OF THE CENTERLINE OF UNION STREET AND 75 FEET
 FE2641'NORTH OF THE CENTERLINE OF EAST LIBERTY AVENUE.
 FE2641'
 FE2641'THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WITH AN OVERALL
 FE2641'HEIGHT OF 105 FEET.  THE TANK AND SUPPORTING STRUCTURE ARE
 FE2641'PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2642 ***********************************************************************
 FE2642  DESIGNATION -  COVINGTON HYDE PARK MILLS TANK
 FE2642  PID         -  FE2642
 FE2642  STATE/COUNTY-  TN/TIPTON
 FE2642  USGS QUAD   -  COVINGTON (1983)
 FE2642
 FE2642                         *CURRENT SURVEY CONTROL
 FE2642  ___________________________________________________________________
 FE2642* NAD 83(1995)-  35 32 54.68998(N)    089 38 49.74768(W)     ADJUSTED  
 FE2642* NAVD 88     -                                                        
 FE2642  ___________________________________________________________________
 FE2642  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 FE2642  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE2642
 FE2642  HORZ ORDER  -  THIRD
 FE2642
 FE2642.The horizontal coordinates were established by classical geodetic methods
 FE2642.and adjusted by the National Geodetic Survey in April 1999..
 FE2642
 FE2642
 FE2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2642
 FE2642.The geoid height was determined by GEOID03.
 FE2642
 FE2642;                    North         East     Units Scale Factor Converg.
 FE2642;SPC TN       -   140,985.619   269,384.754   MT  0.99996075   -2 08 06.7
 FE2642;SPC TN       -   462,550.32    883,806.48   sFT  0.99996075   -2 08 06.7
 FE2642;UTM  16      - 3,937,099.338   260,038.151   MT  1.00030964   -1 32 23.2
 FE2642
 FE2642                          SUPERSEDED SURVEY CONTROL
 FE2642
 FE2642  NAD 83(1995)-  35 32 54.69730(N)    089 38 49.74827(W) AD(       ) 4
 FE2642  NAD 83(1986)-  35 32 54.70171(N)    089 38 49.74879(W) AD(       ) 4
 FE2642  NAD 27      -  35 32 54.40800(N)    089 38 49.46800(W) AD(       ) 3
 FE2642
 FE2642.Superseded values are not recommended for survey control.
 FE2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2642.See file dsdata.txt to determine how the superseded data were derived.
 FE2642
 FE2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6003837099(NAD 83)
 FE2642_MARKER: 53 = ELEVATED TANK
 FE2642
 FE2642  HISTORY     - Date     Condition        Report By
 FE2642  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2642
 FE2642                          STATION DESCRIPTION
 FE2642
 FE2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2642'THE STATION IS THE BALL ATOP THE HYDE PARK MILLS INC. TANK, LOCATED
 FE2642'IN THE SOUTHERN SECTION OF THE TOWN OF COVINGTON.  THE TANK IS
 FE2642'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF
 FE2642'APPROXIMATELY 100 FEET.  THE TANK HAS THE WORDS HYDE PARK MILLS INC.
 FE2642'TEXTILE YARNS COVINGTON, TENN. PRINTED ON THE EAST AND WEST SIDES.
 FE2642'THE TANK AND SUPPORTING STRUCTURE ARE PAINTED SILVER AND THE
 FE2642'LETTERING IS BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2643 ***********************************************************************
 FE2643  DESIGNATION -  COVINGTON MUNICIPAL TANK
 FE2643  PID         -  FE2643
 FE2643  STATE/COUNTY-  TN/TIPTON
 FE2643  USGS QUAD   -  COVINGTON (1983)
 FE2643
 FE2643                         *CURRENT SURVEY CONTROL
 FE2643  ___________________________________________________________________
 FE2643* NAD 83(1995)-  35 33 54.58269(N)    089 38 48.35782(W)     ADJUSTED  
 FE2643* NAVD 88     -                                                        
 FE2643  ___________________________________________________________________
 FE2643  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FE2643  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2643
 FE2643  HORZ ORDER  -  THIRD
 FE2643
 FE2643.The horizontal coordinates were established by classical geodetic methods
 FE2643.and adjusted by the National Geodetic Survey in April 1999..
 FE2643
 FE2643
 FE2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2643
 FE2643.The geoid height was determined by GEOID03.
 FE2643
 FE2643;                    North         East     Units Scale Factor Converg.
 FE2643;SPC TN       -   142,828.833   269,488.497   MT  0.99995935   -2 08 05.9
 FE2643;SPC TN       -   468,597.60    884,146.84   sFT  0.99995935   -2 08 05.9
 FE2643;UTM  16      - 3,938,944.175   260,122.775   MT  1.00030914   -1 32 24.6
 FE2643
 FE2643                          SUPERSEDED SURVEY CONTROL
 FE2643
 FE2643  NAD 83(1995)-  35 33 54.59025(N)    089 38 48.35822(W) AD(       ) 4
 FE2643  NAD 83(1986)-  35 33 54.59445(N)    089 38 48.35888(W) AD(       ) 4
 FE2643  NAD 27      -  35 33 54.30000(N)    089 38 48.07600(W) AD(       ) 3
 FE2643
 FE2643.Superseded values are not recommended for survey control.
 FE2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2643.See file dsdata.txt to determine how the superseded data were derived.
 FE2643
 FE2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6012338944(NAD 83)
 FE2643_MARKER: 53 = ELEVATED TANK
 FE2643
 FE2643  HISTORY     - Date     Condition        Report By
 FE2643  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2643
 FE2643                          STATION DESCRIPTION
 FE2643
 FE2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2643'THE STATION IS THE BALL ATOP THE COVINGTON MUNICIPAL WATER TANK.  THE
 FE2643'TANK IS SUPPORTED BY A 7-LEGGED STEEL STRUCTURE, OVERALL HEIGHT IS
 FE2643'175 FEET.  THE TANK AND SUPPORTING STRUCTURE ARE PAINTED SILVER.  THE
 FE2643'WORD COVINGTON IS PRINTED IN LARGE BLACK LETTERS ON THE NORTH AND
 FE2643'EAST SIDES OF THE TANK.
 FE2643'
 FE2643'THE STATION IS LOCATED IN THE MAIN BUSINESS SECTION OF THE TOWN OF
 FE2643'COVINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2644 ***********************************************************************
 FE2644  DESIGNATION -  COVINGTON RAD STA WKBL MAST
 FE2644  PID         -  FE2644
 FE2644  STATE/COUNTY-  TN/TIPTON
 FE2644  USGS QUAD   -  COVINGTON (1983)
 FE2644
 FE2644                         *CURRENT SURVEY CONTROL
 FE2644  ___________________________________________________________________
 FE2644* NAD 83(1995)-  35 35 13.94751(N)    089 38 20.91443(W)     ADJUSTED  
 FE2644* NAVD 88     -                                                        
 FE2644  ___________________________________________________________________
 FE2644  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FE2644  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2644
 FE2644  HORZ ORDER  -  THIRD
 FE2644
 FE2644.The horizontal coordinates were established by classical geodetic methods
 FE2644.and adjusted by the National Geodetic Survey in April 1999..
 FE2644
 FE2644
 FE2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2644
 FE2644.The geoid height was determined by GEOID03.
 FE2644
 FE2644;                    North         East     Units Scale Factor Converg.
 FE2644;SPC TN       -   145,247.329   270,270.005   MT  0.99995763   -2 07 49.8
 FE2644;SPC TN       -   476,532.28    886,710.84   sFT  0.99995763   -2 07 49.8
 FE2644;UTM  16      - 3,941,371.493   260,879.415   MT  1.00030467   -1 32 11.6
 FE2644
 FE2644                          SUPERSEDED SURVEY CONTROL
 FE2644
 FE2644  NAD 83(1995)-  35 35 13.95532(N)    089 38 20.91474(W) AD(       ) 4
 FE2644  NAD 83(1986)-  35 35 13.95925(N)    089 38 20.91546(W) AD(       ) 4
 FE2644  NAD 27      -  35 35 13.66800(N)    089 38 20.63300(W) AD(       ) 3
 FE2644
 FE2644.Superseded values are not recommended for survey control.
 FE2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2644.See file dsdata.txt to determine how the superseded data were derived.
 FE2644
 FE2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6087941371(NAD 83)
 FE2644_MARKER: 42 = RADIO/TV MAST
 FE2644
 FE2644  HISTORY     - Date     Condition        Report By
 FE2644  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2644
 FE2644                          STATION DESCRIPTION
 FE2644
 FE2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2644'THE STATION IS THE CENTER OF THE TOP OF THE RADIO STATION WKBL MAST.
 FE2644'THE MAST IS A STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 FE2644'INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT IS 223 FEET.
 FE2644'
 FE2644'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2644'HIGHWAYS 54 AND 59, GO NORTHEAST ON U.S. HIGHWAY 51 FOR 1.6 MILES TO
 FE2644'THE STATION ABOUT 100 YARDS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1738 ***********************************************************************
 FE1738  DESIGNATION -  COVINGTON RM 1
 FE1738  PID         -  FE1738
 FE1738  STATE/COUNTY-  TN/TIPTON
 FE1738  USGS QUAD   -  COVINGTON (1983)
 FE1738
 FE1738                         *CURRENT SURVEY CONTROL
 FE1738  ___________________________________________________________________
 FE1738* NAD 83(1986)-  35 33 26.     (N)    089 39 00.     (W)     SCALED    
 FE1738* NAVD 88     -       108.602  (meters)     356.31   (feet)  ADJUSTED  
 FE1738  ___________________________________________________________________
 FE1738  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1738  DYNAMIC HT  -         108.510 (meters)     356.00  (feet)  COMP
 FE1738  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 FE1738
 FE1738  VERT ORDER  -  FIRST     CLASS I
 FE1738
 FE1738.The horizontal coordinates were scaled from a topographic map and have
 FE1738.an estimated accuracy of +/- 6 seconds.
 FE1738
 FE1738.The orthometric height was determined by differential leveling
 FE1738.and adjusted by the National Geodetic Survey in June 1991..
 FE1738
 FE1738.The geoid height was determined by GEOID03.
 FE1738
 FE1738.The dynamic height is computed by dividing the NAVD 88
 FE1738.geopotential number by the normal gravity value computed on the
 FE1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1738.degrees latitude (g = 980.6199 gals.).
 FE1738
 FE1738.The modeled gravity was interpolated from observed gravity values.
 FE1738
 FE1738;                    North         East    Units  Estimated Accuracy
 FE1738;SPC TN       -   141,960.      269,160.      MT  (+/- 180 meters Scaled)
 FE1738
 FE1738                          SUPERSEDED SURVEY CONTROL
 FE1738
 FE1738  NGVD 29 (??/??/??)  108.572  (m)          356.21   (f) ADJUSTED    1 1
 FE1738
 FE1738.Superseded values are not recommended for survey control.
 FE1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1738.See file dsdata.txt to determine how the superseded data were derived.
 FE1738
 FE1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE598380(NAD 83)
 FE1738_MARKER: DR = REFERENCE MARK DISK
 FE1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1738_STAMPING: COVINGTON NO 1 1958
 FE1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1738+STABILITY: SURFACE MOTION
 FE1738
 FE1738  HISTORY     - Date     Condition        Report By
 FE1738  HISTORY     - 1958     MONUMENTED       CGS
 FE1738  HISTORY     - 1974     GOOD             NGS
 FE1738  HISTORY     - 20020529 MARK NOT FOUND   USACE
 FE1738
 FE1738                          STATION DESCRIPTION
 FE1738
 FE1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1738'AT COVINGTON.
 FE1738'AT COVINGTON, 0.35 MILE SOUTH ALONG MAIN STREET FROM THE POST
 FE1738'OFFICE, THENCE 0.2 MILE WEST ALONG SHERROD AVENUE, ABOUT 1 BLOCK
 FE1738'WEST OF SOUTH COLLEGE STREET, 65.5 FEET SOUTH-SOUTHEAST OF THE
 FE1738'CENTER LINE OF SHERROD AVENUE, 1 FOOT SOUTHWEST OF THE NORTHWEST
 FE1738'CORNER OF THE MOST WESTERLY SCHOOL BUILDING OF THE BYERS HALL
 FE1738'HIGH SCHOOL, 79.3 FEET NORTHEAST OF COVINGTON 1958 TRIANGULATION
 FE1738'STATION, 5 FEET ABOVE SHERROD AVENUE AND IN THE TOP OF A CONCRETE
 FE1738'POST 1-INCH BELOW LEVEL OF THE GROUND.
 FE1738
 FE1738                          STATION RECOVERY (2002)
 FE1738
 FE1738'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1738'DESCRIPTION FOR COVINGTON PID FE1738 REPORTS RM1 DESTROYED IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1456 ***********************************************************************
 FE1456  DESIGNATION -  COVINGTON RM 1
 FE1456  PID         -  FE1456
 FE1456  STATE/COUNTY-  TN/SHELBY
 FE1456  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1456
 FE1456                         *CURRENT SURVEY CONTROL
 FE1456  ___________________________________________________________________
 FE1456* NAD 83(1986)-  35 09 55.     (N)    089 54 28.     (W)     SCALED    
 FE1456* NAVD 88     -        77.128  (meters)     253.04   (feet)  ADJUSTED  
 FE1456  ___________________________________________________________________
 FE1456  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1456  DYNAMIC HT  -          77.058 (meters)     252.81  (feet)  COMP
 FE1456  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 FE1456
 FE1456  VERT ORDER  -  SECOND    CLASS 0
 FE1456
 FE1456.The horizontal coordinates were scaled from a topographic map and have
 FE1456.an estimated accuracy of +/- 6 seconds.
 FE1456
 FE1456.The orthometric height was determined by differential leveling
 FE1456.and adjusted by the National Geodetic Survey in June 1991..
 FE1456
 FE1456.The geoid height was determined by GEOID03.
 FE1456
 FE1456.The dynamic height is computed by dividing the NAVD 88
 FE1456.geopotential number by the normal gravity value computed on the
 FE1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1456.degrees latitude (g = 980.6199 gals.).
 FE1456
 FE1456.The modeled gravity was interpolated from observed gravity values.
 FE1456
 FE1456;                    North         East    Units  Estimated Accuracy
 FE1456;SPC TN       -    99,410.      244,070.      MT  (+/- 180 meters Scaled)
 FE1456
 FE1456                          SUPERSEDED SURVEY CONTROL
 FE1456
 FE1456  NGVD 29 (??/??/??)   77.112  (m)          252.99   (f) ADJUSTED    2 0
 FE1456
 FE1456.Superseded values are not recommended for survey control.
 FE1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1456.See file dsdata.txt to determine how the superseded data were derived.
 FE1456
 FE1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD351952(NAD 83)
 FE1456_MARKER: DR = REFERENCE MARK DISK
 FE1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1456_STAMPING: COVINGTON NO 1 1959
 FE1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1456+STABILITY: SURFACE MOTION
 FE1456
 FE1456  HISTORY     - Date     Condition        Report By
 FE1456  HISTORY     - 1959     MONUMENTED       CGS
 FE1456  HISTORY     - 1959     GOOD             CGS
 FE1456
 FE1456                          STATION DESCRIPTION
 FE1456
 FE1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1456'IN MEMPHIS.
 FE1456'THE MARK IS LOCATED AT THE COVINGTON STATION SITE.  IT IS 35.40
 FE1456'FEET NORTH-NORTHEAST OF THE STATION MARK AND 16 FEET WEST OF THE
 FE1456'EDGE OF A CULTIVATED FIELD.  THE MARK IS A STANDARD REFERENCE
 FE1456'DISK CEMENTED IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH
 FE1456'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1455 ***********************************************************************
 FE1455  DESIGNATION -  COVINGTON RM 2
 FE1455  PID         -  FE1455
 FE1455  STATE/COUNTY-  TN/SHELBY
 FE1455  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1455
 FE1455                         *CURRENT SURVEY CONTROL
 FE1455  ___________________________________________________________________
 FE1455* NAD 83(1986)-  35 09 55.     (N)    089 54 28.     (W)     SCALED    
 FE1455* NAVD 88     -        77.001  (meters)     252.63   (feet)  ADJUSTED  
 FE1455  ___________________________________________________________________
 FE1455  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1455  DYNAMIC HT  -          76.931 (meters)     252.40  (feet)  COMP
 FE1455  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 FE1455
 FE1455  VERT ORDER  -  SECOND    CLASS 0
 FE1455
 FE1455.The horizontal coordinates were scaled from a topographic map and have
 FE1455.an estimated accuracy of +/- 6 seconds.
 FE1455
 FE1455.The orthometric height was determined by differential leveling
 FE1455.and adjusted by the National Geodetic Survey in June 1991..
 FE1455
 FE1455.The geoid height was determined by GEOID03.
 FE1455
 FE1455.The dynamic height is computed by dividing the NAVD 88
 FE1455.geopotential number by the normal gravity value computed on the
 FE1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1455.degrees latitude (g = 980.6199 gals.).
 FE1455
 FE1455.The modeled gravity was interpolated from observed gravity values.
 FE1455
 FE1455;                    North         East    Units  Estimated Accuracy
 FE1455;SPC TN       -    99,410.      244,070.      MT  (+/- 180 meters Scaled)
 FE1455
 FE1455                          SUPERSEDED SURVEY CONTROL
 FE1455
 FE1455  NGVD 29 (??/??/??)   76.984  (m)          252.57   (f) ADJUSTED    2 0
 FE1455
 FE1455.Superseded values are not recommended for survey control.
 FE1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1455.See file dsdata.txt to determine how the superseded data were derived.
 FE1455
 FE1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD351952(NAD 83)
 FE1455_MARKER: DR = REFERENCE MARK DISK
 FE1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1455_STAMPING: COVINGTON NO 2 1959
 FE1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1455+STABILITY: SURFACE MOTION
 FE1455
 FE1455  HISTORY     - Date     Condition        Report By
 FE1455  HISTORY     - 1959     MONUMENTED       CGS
 FE1455  HISTORY     - 1959     GOOD             CGS
 FE1455
 FE1455                          STATION DESCRIPTION
 FE1455
 FE1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1455'IN MEMPHIS.
 FE1455'THE MARK IS LOCATED AT THE COVINGTON STATION SITE.  IT IS 50 FEET
 FE1455'WEST OF THE EDGE OF A CULTIVATED FIELD AND 34.32 FEET NORTHWEST
 FE1455'OF THE STATION MARK.  THE MARK IS A STANDARD REFERENCE DISK
 FE1455'CEMENTED IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 FE1455'2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1134 ***********************************************************************
 FD1134  DESIGNATION -  COW
 FD1134  PID         -  FD1134
 FD1134  STATE/COUNTY-  TN/HUMPHREYS
 FD1134  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1134
 FD1134                         *CURRENT SURVEY CONTROL
 FD1134  ___________________________________________________________________
 FD1134* NAD 83(1995)-  35 52 43.49037(N)    087 48 05.63673(W)     ADJUSTED  
 FD1134* NAVD 88     -       145.803  (meters)     478.36   (feet)  ADJUSTED  
 FD1134  ___________________________________________________________________
 FD1134  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FD1134  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD1134  DYNAMIC HT  -         145.678 (meters)     477.95  (feet)  COMP
 FD1134  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1134
 FD1134  HORZ ORDER  -  SECOND
 FD1134  VERT ORDER  -  SECOND    CLASS 0
 FD1134
 FD1134.The horizontal coordinates were established by classical geodetic methods
 FD1134.and adjusted by the National Geodetic Survey in April 1999..
 FD1134
 FD1134.The orthometric height was determined by differential leveling
 FD1134.and adjusted by the National Geodetic Survey in June 1991..
 FD1134
 FD1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1134
 FD1134.The geoid height was determined by GEOID03.
 FD1134
 FD1134.The dynamic height is computed by dividing the NAVD 88
 FD1134.geopotential number by the normal gravity value computed on the
 FD1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1134.degrees latitude (g = 980.6199 gals.).
 FD1134
 FD1134.The modeled gravity was interpolated from observed gravity values.
 FD1134
 FD1134;                    North         East     Units Scale Factor Converg.
 FD1134;SPC TN       -   172,959.409   437,333.428   MT  0.99994870   -1 03 16.9
 FD1134;SPC TN       -   567,450.99  1,434,818.09   sFT  0.99994870   -1 03 16.9
 FD1134;UTM  16      - 3,970,796.528   427,645.611   MT  0.99966451   -0 28 11.3
 FD1134
 FD1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1134!SPC TN       -   0.99998158  x   0.99994870  =   0.99993028
 FD1134!UTM  16      -   0.99998158  x   0.99966451  =   0.99964609
 FD1134
 FD1134|---------------------------------------------------------------------|
 FD1134| PID    Reference Object                     Distance      Geod. Az  |
 FD1134|                                                           dddmmss.s |
 FD1134| FD1135 COW RM 1                             19.346 METERS 04323     |
 FD1134| FD1133 COW RM 2                             20.166 METERS 26808     |
 FD1134| FD1132 COW AZ MK                                          3511332.4 |
 FD1134|---------------------------------------------------------------------|
 FD1134
 FD1134                          SUPERSEDED SURVEY CONTROL
 FD1134
 FD1134  NAD 83(1995)-  35 52 43.49173(N)    087 48 05.64142(W) AD(       ) 2
 FD1134  NAD 83(1986)-  35 52 43.50063(N)    087 48 05.63753(W) AD(       ) 2
 FD1134  NAD 27      -  35 52 43.27190(N)    087 48 05.54920(W) AD(       ) 2
 FD1134  NGVD 29 (??/??/92)  145.839  (m)          478.47   (f) ADJ UNCH    2 0
 FD1134
 FD1134.Superseded values are not recommended for survey control.
 FD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1134.See file dsdata.txt to determine how the superseded data were derived.
 FD1134
 FD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2764670797(NAD 83)
 FD1134_MARKER: DE = TRAVERSE STATION DISK
 FD1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1134_STAMPING: COW 1959
 FD1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1134+STABILITY: SURFACE MOTION
 FD1134
 FD1134  HISTORY     - Date     Condition        Report By
 FD1134  HISTORY     - 1959     MONUMENTED       CGS
 FD1134  HISTORY     - 1967     MARK NOT FOUND   CGS
 FD1134  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1134  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1134  HISTORY     - 1975     MARK NOT FOUND   NGS
 FD1134
 FD1134                          STATION DESCRIPTION
 FD1134
 FD1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1134'THE STATION IS LOCATED ON A LOW WOODED KNOLL ON THE EAST SIDE OF
 FD1134'STATE HIGHWAY NO 13, ABOUT
 FD1134'14.0 MILES NORTH OF WAVERLY, ABOUT 7.0 MILES EAST OF THE
 FD1134'TENNESSEE RIVER AND ON MR.
 FD1134'GEORGE DUNCAN PROPERTY.
 FD1134'
 FD1134'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 FD1134'STATE HIGHWAY NO 13 FOR
 FD1134'15.2 MILES TO AN ESSO SERVICE STATION ON THE LEFT, CONTINUE
 FD1134'SOUTH ON STATE HIGHWAY NO 13
 FD1134'FOR 0.2 MILE TO A DIM TRACK ROAD ON THE
 FD1134'LEFT, TURN LEFT AND GO EASTERLY FOR 150 FEET TO
 FD1134'THE STATION ON THE RIGHT.
 FD1134'
 FD1134'STATION MARK IS 150 FEET EAST OF THE CENTER OF STATE HIGHWAY NO 13,
 FD1134'33 FEET EAST OF A
 FD1134'TRIANGLE BLAZED OAK TREE, 26 FEET SOUTH OF THE CENTER OF
 FD1134'THE DIM TRACK ROAD AND 4
 FD1134'FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 FD1134'STANDARD TRAVERSE DISK SET IN THE TOP OF A
 FD1134'CONCRETE POST, SET FLUSH
 FD1134'WITH THE SURFACE OF THE GROUND AND IS STAMPED COW 1959.
 FD1134'
 FD1134'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 FD1134'INCHES BELOW THE SURFACE OF
 FD1134'THE GROUND AND IS STAMPED COW 1959.
 FD1134'
 FD1134'REFERENCE MARK NO 1 IS 15 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 FD1134'THE MARK PROJECTS 2 INCHES
 FD1134'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED COW NO 1 1959.
 FD1134'
 FD1134'REFERENCE MARK NO 2 IS 6 FEET NORTHWEST OF THE CENTER OF THE TRACK
 FD1134'ROAD AND 3 FEET SOUTHEAST
 FD1134'OF A 14-INCH OAK TREE.  THE MARK PROJECTS 4 INCHES
 FD1134'ABOVE THE SURFACE OF THE GROUND
 FD1134'AND IS STAMPED COW NO 2 1959.
 FD1134'
 FD1134'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 6
 FD1134'INCHES SOUTHEAST OF A
 FD1134'WITNESS SIGN AND SET IN AN EAST-WEST FENCE LINE.  THE
 FD1134'MARK PROJECTS 5 INCHES ABOVE THE
 FD1134'SURFACE OF THE GROUND AND IS STAMPED COW 1959.
 FD1134'
 FD1134'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 FD1134'NO 13 FOR 0.25 MILE TO A
 FD1134'PAVED ROAD ON THE LEFT, TURN LEFT AND GO WEST FOR 0.15
 FD1134'MILE TO THE MARK ON THE RIGHT.
 FD1134'
 FD1134'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FD1134
 FD1134                          STATION RECOVERY (1967)
 FD1134
 FD1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1134'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT IT
 FD1134'COULD NOT BE FOUND.
 FD1134'
 FD1134'DUE TO CONSTRUCTION ALONG INTERSTATE ROUTE 40 IT IS ASSUMED THAT THE
 FD1134'COMPLETE STATION
 FD1134'WAS DESTROYED DURING THE BUILDING OF THE RAMPS AND
 FD1134'ACCESS ROADS FOR THE BUFFALO INTERCHANGE.
 FD1134'
 FD1134'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  SINCE
 FD1134'THIS MARK IS A
 FD1134'BENCE MARK, IT WAS IN NO WAY DISTURBED.
 FD1134
 FD1134                          STATION RECOVERY (1967)
 FD1134
 FD1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FD1134'0.8 MI SE FROM BUFFALO.
 FD1134'FROM A T JUNCTION IN BUFFALO, (A SMALL SETTLEMENT LOCATED 9
 FD1134'MILES NORTH ON STATE HIGHWAY 13, AND 0.4 MILE WEST FROM LOBEVILLE),
 FD1134'GO EAST FOR 0.4 MILE, THENCE 0.45 MILE SOUTH ON STATE HIGHWAY 13
 FD1134'TO A DIM TRACK ROAD, THENCE ABOUT 150 FT. EAST ON THE TRACK
 FD1134'ROAD, 150 FT. EAST OF STATE HIGHWAY 13, 33 FT. EAST OF A TRIANGLE
 FD1134'BLAZED TREE, 26 FT. SOUTH OF THE CENTER OF THE DIM TRACK ROAD,
 FD1134'4 FT. NORTH OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 FD1134'POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
 FD1134
 FD1134                          STATION RECOVERY (1973)
 FD1134
 FD1134'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1134'COW NOT FOUND.
 FD1134'
 FD1134'NOTE--UNABLE TO LOCATE REF. MARKS.
 FD1134'
 FD1134'DISTANCE AND DIRECTION FROM NEAREST TOWN 14.0 MI. NORTH OF
 FD1134'WAVERLY.
 FD1134'
 FD1134'COW AZI. RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1134'
 FD1134'ADD TO DESCRIPTION.
 FD1134'STATION IS 0.18 MI. WEST OF HIGHWAY 13 AND NEW
 FD1134'BUFFALO AND 0.25 MI. EAST OF OLD BUFFALO POST OFFICE AND 32.0, FT.
 FD1134'NORTH OF CENTERLINE AND BLACKTOP ROAD.  140.0 FT. NORTH OF WHITE
 FD1134'STONE HOUSE, 1.0 FT. NORTH OF FENCELINE AND 4.0 FT HIGHER THAN ROAD.
 FD1134'
 FD1134'USC AND GS POST AND SIGN.
 FD1134'
 FD1134'DISTANCE AND DIRECTION FROM NEAREST TOWN 15.2 MI. SOUTH OF
 FD1134'WAVERLY.
 FD1134
 FD1134                          STATION RECOVERY (1975)
 FD1134
 FD1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1134'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION AND
 FD1134'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND AND ASSUMED TO HAVE
 FD1134'BEEN DESTROYED BY CONSTRUCTION OF INTERSTATE HIGHWAY 40.  AZIMUTH
 FD1134'MARK WAS LEFT INTACT SINCE IT IS A BENCH MARK.
 FD1134'
 FD1134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 FD1134'SOUTH OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1132 ***********************************************************************
 FD1132  DESIGNATION -  COW AZ MK
 FD1132  PID         -  FD1132
 FD1132  STATE/COUNTY-  TN/HUMPHREYS
 FD1132  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1132
 FD1132                         *CURRENT SURVEY CONTROL
 FD1132  ___________________________________________________________________
 FD1132* NAD 83(1986)-  35 53 04.     (N)    087 48 11.     (W)     SCALED    
 FD1132* NAVD 88     -       143.952  (meters)     472.28   (feet)  ADJUSTED  
 FD1132  ___________________________________________________________________
 FD1132  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1132  DYNAMIC HT  -         143.828 (meters)     471.88  (feet)  COMP
 FD1132  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1132
 FD1132  VERT ORDER  -  SECOND    CLASS 0
 FD1132
 FD1132.The horizontal coordinates were scaled from a topographic map and have
 FD1132.an estimated accuracy of +/- 6 seconds.
 FD1132
 FD1132.The orthometric height was determined by differential leveling
 FD1132.and adjusted by the National Geodetic Survey in June 1991..
 FD1132
 FD1132.The geoid height was determined by GEOID03.
 FD1132
 FD1132.The dynamic height is computed by dividing the NAVD 88
 FD1132.geopotential number by the normal gravity value computed on the
 FD1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1132.degrees latitude (g = 980.6199 gals.).
 FD1132
 FD1132.The modeled gravity was interpolated from observed gravity values.
 FD1132
 FD1132;                    North         East    Units  Estimated Accuracy
 FD1132;SPC TN       -   173,590.      437,210.      MT  (+/- 180 meters Scaled)
 FD1132
 FD1132                          SUPERSEDED SURVEY CONTROL
 FD1132
 FD1132  NGVD 29 (??/??/92)  143.988  (m)          472.40   (f) ADJ UNCH    2 0
 FD1132
 FD1132.Superseded values are not recommended for survey control.
 FD1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1132.See file dsdata.txt to determine how the superseded data were derived.
 FD1132
 FD1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE275714(NAD 83)
 FD1132_MARKER: DZ = AZIMUTH MARK DISK
 FD1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1132_STAMPING: COW 1959
 FD1132_MARK LOGO: CGS   
 FD1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1132+STABILITY: SURFACE MOTION
 FD1132
 FD1132  HISTORY     - Date     Condition        Report By
 FD1132  HISTORY     - 1959     MONUMENTED       CGS
 FD1132  HISTORY     - 1967     GOOD             NGS
 FD1132
 FD1132                          STATION DESCRIPTION
 FD1132
 FD1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1132'0.2 MI E FROM BUFFALO.
 FD1132'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT
 FD1132'9 MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON
 FD1132'STATE ROUTE 13 FOR 0.2 MILE TO AN OILED ROAD LEFT AND THE
 FD1132'BUFFALO METHODIST CHURCH IN THE SOUTHWEST ANGLE.  HERE TURN
 FD1132'LEFT AND GO WEST ON THE OILED ROAD FOR 0.2 MILE TO A LARGE
 FD1132'STONE HOUSE ON THE LEFT AND THE MARK ON THE RIGHT AT TOP OF
 FD1132'BANK AS DESCRIBED.  IT IS 28 FEET NORTH OF THE APPROXIMATE
 FD1132'CENTER OF THE OILED ROAD, 0.7 OF A FOOT SOUTHEAST OF A METAL
 FD1132'WITNESS POST AND SIGN, 0.5 OF A FOOT NORTH OF A FENCE, AND ABOUT
 FD1132'4 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS A STANDARD DISK
 FD1132'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1132'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COW 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1135 ***********************************************************************
 FD1135  DESIGNATION -  COW RM 1
 FD1135  PID         -  FD1135
 FD1135  STATE/COUNTY-  TN/HUMPHREYS
 FD1135  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1135
 FD1135                         *CURRENT SURVEY CONTROL
 FD1135  ___________________________________________________________________
 FD1135* NAD 83(1986)-  35 52 43.     (N)    087 48 05.     (W)     SCALED    
 FD1135* NAVD 88     -       146.076  (meters)     479.25   (feet)  ADJUSTED  
 FD1135  ___________________________________________________________________
 FD1135  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD1135  DYNAMIC HT  -         145.950 (meters)     478.84  (feet)  COMP
 FD1135  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1135
 FD1135  VERT ORDER  -  SECOND    CLASS 0
 FD1135
 FD1135.The horizontal coordinates were scaled from a topographic map and have
 FD1135.an estimated accuracy of +/- 6 seconds.
 FD1135
 FD1135.The orthometric height was determined by differential leveling
 FD1135.and adjusted by the National Geodetic Survey in June 1991..
 FD1135
 FD1135.The geoid height was determined by GEOID03.
 FD1135
 FD1135.The dynamic height is computed by dividing the NAVD 88
 FD1135.geopotential number by the normal gravity value computed on the
 FD1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1135.degrees latitude (g = 980.6199 gals.).
 FD1135
 FD1135.The modeled gravity was interpolated from observed gravity values.
 FD1135
 FD1135;                    North         East    Units  Estimated Accuracy
 FD1135;SPC TN       -   172,940.      437,350.      MT  (+/- 180 meters Scaled)
 FD1135
 FD1135                          SUPERSEDED SURVEY CONTROL
 FD1135
 FD1135  NGVD 29 (??/??/92)  146.111  (m)          479.37   (f) ADJ UNCH    2 0
 FD1135
 FD1135.Superseded values are not recommended for survey control.
 FD1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1135.See file dsdata.txt to determine how the superseded data were derived.
 FD1135
 FD1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE276707(NAD 83)
 FD1135_MARKER: DR = REFERENCE MARK DISK
 FD1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1135_STAMPING: COW NO 1 1959
 FD1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1135+STABILITY: SURFACE MOTION
 FD1135
 FD1135  HISTORY     - Date     Condition        Report By
 FD1135  HISTORY     - 1959     MONUMENTED       CGS
 FD1135  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1135
 FD1135                          STATION DESCRIPTION
 FD1135
 FD1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1135'0.8 MI SE FROM BUFFALO.
 FD1135'THIS MARK IS LOCATED AT THE COW 1959 STATION SITE, 63.5 FT.
 FD1135'NORTH-NORTHEAST OF THE STATION MARK, 15 FT. NORTH OF THE CENTER
 FD1135'OF A TRACK ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1135'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1133 ***********************************************************************
 FD1133  DESIGNATION -  COW RM 2
 FD1133  PID         -  FD1133
 FD1133  STATE/COUNTY-  TN/HUMPHREYS
 FD1133  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1133
 FD1133                         *CURRENT SURVEY CONTROL
 FD1133  ___________________________________________________________________
 FD1133* NAD 83(1986)-  35 52 43.     (N)    087 48 05.     (W)     SCALED    
 FD1133* NAVD 88     -       144.767  (meters)     474.96   (feet)  ADJUSTED  
 FD1133  ___________________________________________________________________
 FD1133  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD1133  DYNAMIC HT  -         144.643 (meters)     474.55  (feet)  COMP
 FD1133  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FD1133
 FD1133  VERT ORDER  -  SECOND    CLASS 0
 FD1133
 FD1133.The horizontal coordinates were scaled from a topographic map and have
 FD1133.an estimated accuracy of +/- 6 seconds.
 FD1133
 FD1133.The orthometric height was determined by differential leveling
 FD1133.and adjusted by the National Geodetic Survey in June 1991..
 FD1133
 FD1133.The geoid height was determined by GEOID03.
 FD1133
 FD1133.The dynamic height is computed by dividing the NAVD 88
 FD1133.geopotential number by the normal gravity value computed on the
 FD1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1133.degrees latitude (g = 980.6199 gals.).
 FD1133
 FD1133.The modeled gravity was interpolated from observed gravity values.
 FD1133
 FD1133;                    North         East    Units  Estimated Accuracy
 FD1133;SPC TN       -   172,940.      437,350.      MT  (+/- 180 meters Scaled)
 FD1133
 FD1133                          SUPERSEDED SURVEY CONTROL
 FD1133
 FD1133  NGVD 29 (??/??/92)  144.803  (m)          475.07   (f) ADJ UNCH    2 0
 FD1133
 FD1133.Superseded values are not recommended for survey control.
 FD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1133.See file dsdata.txt to determine how the superseded data were derived.
 FD1133
 FD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE276707(NAD 83)
 FD1133_MARKER: DR = REFERENCE MARK DISK
 FD1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1133_STAMPING: COW NO 2 1959
 FD1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1133+STABILITY: SURFACE MOTION
 FD1133
 FD1133  HISTORY     - Date     Condition        Report By
 FD1133  HISTORY     - 1959     MONUMENTED       CGS
 FD1133  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1133
 FD1133                          STATION DESCRIPTION
 FD1133
 FD1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1133'0.8 MI SE FROM BUFFALO.
 FD1133'THIS MARK IS LOCATED AT THE COW 1959 STATION SITE, 66.2 FT.
 FD1133'WEST OF THE STATION MARK, 6 FT. NORTHWEST OF THE CENTER OF THE
 FD1133'TRACK ROAD, 3 FT. SOUTHEAST OF A 14-INCH OAK TREE, A DISK SET
 FD1133'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0333 ***********************************************************************
 GA0333  DESIGNATION -  COX
 GA0333  PID         -  GA0333
 GA0333  STATE/COUNTY-  TN/SULLIVAN
 GA0333  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0333
 GA0333                         *CURRENT SURVEY CONTROL
 GA0333  ___________________________________________________________________
 GA0333* NAD 83(1995)-  36 32 25.16003(N)    082 22 17.22628(W)     ADJUSTED  
 GA0333* NAVD 88     -       588.524  (meters)    1930.85   (feet)  ADJUSTED  
 GA0333  ___________________________________________________________________
 GA0333  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 GA0333  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0333  DYNAMIC HT  -         587.985 (meters)    1929.08  (feet)  COMP
 GA0333  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 GA0333
 GA0333  HORZ ORDER  -  SECOND
 GA0333  VERT ORDER  -  SECOND    CLASS 0
 GA0333
 GA0333.The horizontal coordinates were established by classical geodetic methods
 GA0333.and adjusted by the National Geodetic Survey in April 1999..
 GA0333
 GA0333.The orthometric height was determined by differential leveling
 GA0333.and adjusted by the National Geodetic Survey in June 1991..
 GA0333
 GA0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0333
 GA0333.The geoid height was determined by GEOID03.
 GA0333
 GA0333.The dynamic height is computed by dividing the NAVD 88
 GA0333.geopotential number by the normal gravity value computed on the
 GA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0333.degrees latitude (g = 980.6199 gals.).
 GA0333
 GA0333.The modeled gravity was interpolated from observed gravity values.
 GA0333
 GA0333;                    North         East     Units Scale Factor Converg.
 GA0333;SPC TN       -   250,893.393   924,850.445   MT  1.00002427   +2 07 27.5
 GA0333;SPC TN       -   823,139.41  3,034,280.17   sFT  1.00002427   +2 07 27.5
 GA0333;UTM  17      - 4,044,755.649   377,239.545   MT  0.99978567   -0 48 59.9
 GA0333
 GA0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0333!SPC TN       -   0.99991257  x   1.00002427  =   0.99993683
 GA0333!UTM  17      -   0.99991257  x   0.99978567  =   0.99969825
 GA0333
 GA0333|---------------------------------------------------------------------|
 GA0333| PID    Reference Object                     Distance      Geod. Az  |
 GA0333|                                                           dddmmss.s |
 GA0333| GA0334 COX RM 1                              4.938 METERS 07930     |
 GA0333| GA0331 COX AZ MK                                          2332905.6 |
 GA0333| GA0332 COX RM 2                              4.960 METERS 25231     |
 GA0333|---------------------------------------------------------------------|
 GA0333
 GA0333                          SUPERSEDED SURVEY CONTROL
 GA0333
 GA0333  NAD 83(1995)-  36 32 25.16328(N)    082 22 17.22716(W) AD(       ) 2
 GA0333  NAD 83(1995)-  36 32 25.17244(N)    082 22 17.24310(W) AD(       ) 2
 GA0333  NAD 83(1995)-  36 32 25.16886(N)    082 22 17.23054(W) AD(       ) 2
 GA0333  NAD 83(1986)-  36 32 25.17075(N)    082 22 17.23260(W) AD(       ) 2
 GA0333  NAD 27      -  36 32 24.79396(N)    082 22 17.72734(W) AD(       ) 2
 GA0333  NGVD 29 (??/??/92)  588.667  (m)         1931.32   (f) ADJ UNCH    2 0
 GA0333
 GA0333.Superseded values are not recommended for survey control.
 GA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0333.See file dsdata.txt to determine how the superseded data were derived.
 GA0333
 GA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7724044756(NAD 83)
 GA0333_MARKER: DE = TRAVERSE STATION DISK
 GA0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0333_STAMPING: COX 1961
 GA0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0333+STABILITY: SURFACE MOTION
 GA0333
 GA0333  HISTORY     - Date     Condition        Report By
 GA0333  HISTORY     - 1961     MONUMENTED       CGS
 GA0333  HISTORY     - 1961     GOOD             CGS
 GA0333
 GA0333                          STATION DESCRIPTION
 GA0333
 GA0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0333'THE STATION IS LOCATED NEAR THE SUMMIT OF A RATHER PROMINENT, WOODED
 GA0333'HILL, ABOUT 11 MILES
 GA0333'EAST OF KINGSPORT AND 4 MILES WEST OF BLOUNTVILLE.
 GA0333'
 GA0333'TO REACH THE STATION FROM THE HOLT BROTHERS GROCERY AND SERVICE
 GA0333'STATION, IN THE
 GA0333'COMMUNITY OF INDIAN SPRINGS, (ABOUT 6-1/2 MILES EAST ON THE OLD
 GA0333'BLOUNTVILLE HIGHWAY
 GA0333'FROM THE TRAFFIC CIRCLE AT THE SOUTHEAST CORNER
 GA0333'OF KINGSPORT) GO EASTERLY ON THE OLD
 GA0333'BLOUNTVILLE HIGHWAY FOR 2.45
 GA0333'MILES TO A GULF SERVICE STATION ON THE LEFT, CONTINUE
 GA0333'EAST ABOUT 0.1
 GA0333'MILE TO OVERHILL DRIVE ON THE LEFT.  HERE TURN LEFT, NORTH, ON
 GA0333'OVERHILL DRIVE AND
 GA0333'GO 0.4 MILE TO A T-ROAD RIGHT, TURN RIGHT,
 GA0333'EASTERLY, ON A GRAVELED ROAD FOR 0.45
 GA0333'MILE TO A FENCE CORNER ON THE
 GA0333'LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 GA0333'EASTERLY FOR 0.1
 GA0333'MILE TO A WIRE GATE ON THE LEFT, TURN LEFT, PASSING THROUGH THIS
 GA0333'WIRE GATE AND GO
 GA0333'NORTHEAST ACROSS OPEN PASTURE FOR ABOUT 0.25 MILE TO A
 GA0333'WIRE GATE IN A FENCE CORNER.
 GA0333'THE STATION IS ON THE NORTH SIDE OF THE
 GA0333'FENCE ABOUT 100 FEET EAST OF THIS GATE.
 GA0333'
 GA0333'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED COX 1961, SET IN A
 GA0333'FLUSH CONCRETE
 GA0333'MONUMENT.  IT IS 99 FEET EAST OF A T-FENCE CORNER, 33 FEET
 GA0333'SOUTHEAST OF A 14-INCH
 GA0333'SWEET GUM TREE, 30 FEET WEST OF A 20-INCH
 GA0333'CHESTNUT OAK TREE, AND 4.3 FEET NORTHEAST
 GA0333'OF A WITNESS POST, AND 2
 GA0333'FEET NORTH OF A WOVEN WIRE FENCE.
 GA0333'
 GA0333'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED COX NO 1 1961, SET
 GA0333'IN A CONCRETE MONUMENT
 GA0333'THAT PROJECTS 1 INCH.  IT IS 20 FEET EAST OF A
 GA0333'WITNESS POST, 15 FEET SOUTHWEST OF A
 GA0333'20-INCH CHESTNUT OAK TREE AND
 GA0333'1.3 FEET NORTH OF A WOVEN WIRE FENCE.
 GA0333'
 GA0333'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED COX NO 2 1961, SET
 GA0333'IN A FLUSH CONCRETE
 GA0333'MONUMENT.  IT IS 83 FEET EAST OF A T-FENCE CORNER, 12.4 FEET
 GA0333'WEST OF A WITNESS POST AND
 GA0333'1.5 FEET NORTH OF A WOVEN WIRE FENCE.
 GA0333'
 GA0333'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COX 1961, SET IN A
 GA0333'CONCRETE MONUMENT
 GA0333'THAT PROJECTS 6 INCHES.  IT IS 40 FEET NORTH OF A POWER LINE
 GA0333'TRANSFORMER POLE, 20 FEET
 GA0333'NORTH OF THE CENTER OF A GRAVELED ROAD, 11
 GA0333'FEET EAST OF A FENCE CORNER POST AT THE
 GA0333'SOUTHWEST CORNER OF A
 GA0333'PASTURE, AND 2.3 FEET EAST OF A WITNESS POST, AND 0.5 OF A
 GA0333'FOOT.
 GA0333
 GA0333                          STATION RECOVERY (1961)
 GA0333
 GA0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0333'5 MI W FROM BLOUNTVILLE.
 GA0333'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.75 MILES WEST ON U.S.
 GA0333'HIGHWAY 11W TO A Y JUNCTION JUST AFTER PASSING A CEMETARY ON
 GA0333'THE RIGHT, THEN GO 0.45 MILE NORTH ON A GRAVELED ROAD TO A
 GA0333'T JUNCTION, THEN 0.55 MILE EAST ON A GRAVELED ROAD TO A WIRE
 GA0333'GATE ON THE LEFT, THEN LEFT, PASSING THROUGH THIS WIRE GATE
 GA0333'AND GO NORTHEAST ACROSS OPEN PASTURE FOR ABOUT 0.25 MILE TO A
 GA0333'WIRE GATE IN A FENCE CORNER.  THE STATION MARK IS ON THE NORTH
 GA0333'SIDE OF THE FENCE ABOUT 100 FT. EAST OF THIS GATE, 99 FT. EAST
 GA0333'OF A T FENCE CORNER, 33 FT. SOUTHEAST OF A 14-INCH SWEET GUM
 GA0333'TREE, 30 FT. WEST OF A 20-INCH CHESTNUT OAK TREE, AND 4.3 FT.
 GA0333'NORTHEAST OF A WITNESS SIGN, AND 2 FT. NORTH OF A WOVEN WIRE
 GA0333'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 GA0333'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1501 ***********************************************************************
 FD1501  DESIGNATION -  COX
 FD1501  PID         -  FD1501
 FD1501  STATE/COUNTY-  TN/WILLIAMSON
 FD1501  USGS QUAD   -  FAIRVIEW (1951)
 FD1501
 FD1501                         *CURRENT SURVEY CONTROL
 FD1501  ___________________________________________________________________
 FD1501* NAD 83(1995)-  35 56 54.79847(N)    087 01 47.42313(W)     ADJUSTED  
 FD1501* NAVD 88     -       290.0    (meters)     951.     (feet)  VERTCON   
 FD1501  ___________________________________________________________________
 FD1501  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FD1501  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1501
 FD1501  HORZ ORDER  -  FIRST
 FD1501
 FD1501.The horizontal coordinates were established by classical geodetic methods
 FD1501.and adjusted by the National Geodetic Survey in April 1999..
 FD1501
 FD1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1501
 FD1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1501
 FD1501.The geoid height was determined by GEOID03.
 FD1501
 FD1501;                    North         East     Units Scale Factor Converg.
 FD1501;SPC TN       -   179,696.303   507,091.904   MT  0.99995039   -0 36 10.5
 FD1501;SPC TN       -   589,553.62  1,663,684.02   sFT  0.99995039   -0 36 10.5
 FD1501;UTM  16      - 3,978,242.901   497,308.868   MT  0.99960009   -0 01 03.1
 FD1501
 FD1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1501!SPC TN       -   0.99995899  x   0.99995039  =   0.99990938
 FD1501!UTM  16      -   0.99995899  x   0.99960009  =   0.99955909
 FD1501
 FD1501:                Primary Azimuth Mark                     Grid Az
 FD1501:SPC TN       -  NASHVILLE TV STA WSM NEW MAST            035 16 18.3
 FD1501:UTM  16      -  NASHVILLE TV STA WSM NEW MAST            034 41 10.9
 FD1501
 FD1501|---------------------------------------------------------------------|
 FD1501| PID    Reference Object                     Distance      Geod. Az  |
 FD1501|                                                           dddmmss.s |
 FD1501| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.26.0 KM 0344007.8 |
 FD1501| GC2294 AIRWAY BEACON 63                    APPROX.19.1 KM 0491322.1 |
 FD1501| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX.21.1 KM 0583544.5 |
 FD1501| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX.22.2 KM 0753623.3 |
 FD1501| CG5170 COX AZ MK                                          0842314.2 |
 FD1501| FD1506 COX RM A                             26.630 METERS 13453     |
 FD1501| CG5171 COX RM 1                             35.262 METERS 14637     |
 FD1501| FD1504 HAMILTON RM 6                       APPROX.11.0 KM 2294303.3 |
 FD1501| CG5172 COX RM 2                             37.509 METERS 23933     |
 FD1501| CG5173 COX RM 3                             37.487 METERS 23933     |
 FD1501| FD1503 HOLLAND RIM 30 LOT                  APPROX. 9.5 KM 2404411.3 |
 FD1501| FD1505 FAIRVIEW MUN TANK                   APPROX. 9.3 KM 2963005.4 |
 FD1501| GC2535 AIRWAY BEACON 62                    APPROX. 6.9 KM 3481925.3 |
 FD1501|---------------------------------------------------------------------|
 FD1501
 FD1501                          SUPERSEDED SURVEY CONTROL
 FD1501
 FD1501  NAD 83(1995)-  35 56 54.80051(N)    087 01 47.42576(W) AD(       ) 1
 FD1501  NAD 83(1986)-  35 56 54.80940(N)    087 01 47.42628(W) AD(       ) 1
 FD1501  NAD 27      -  35 56 54.57900(N)    087 01 47.41000(W) AD(       ) 1
 FD1501  NGVD 29 (07/19/86)  290.0    (m)          951.     (f) VERT ANG       
 FD1501
 FD1501.Superseded values are not recommended for survey control.
 FD1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1501.See file dsdata.txt to determine how the superseded data were derived.
 FD1501
 FD1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9730978243(NAD 83)
 FD1501_MARKER: DS = TRIANGULATION STATION DISK
 FD1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1501
 FD1501  HISTORY     - Date     Condition        Report By
 FD1501  HISTORY     - 1934     MONUMENTED       CGS
 FD1501  HISTORY     - 1953     GOOD             CGS
 FD1501  HISTORY     - 1962     GOOD             CGS
 FD1501  HISTORY     - 1963     GOOD             TNHD
 FD1501  HISTORY     - 1970     GOOD             NGS
 FD1501
 FD1501                          STATION DESCRIPTION
 FD1501
 FD1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1501'ABOUT 20 MILES SOUTHWEST OF NASHVILLE, 9 MILES AIRLINE WEST BY NORTH
 FD1501'OF FRANKLIN, 3
 FD1501'MILES AIRLINE EAST OF FERNVALE, ON HIGH POINT OF LONG
 FD1501'CROOKED RIDGE, AND ON LAND OWNED
 FD1501'BY B E COX AND OCCUPIED BY J A
 FD1501'REDFORD.  TO REACH FROM LARGE CONCRETE BRIDGE AT
 FD1501'NORTH END OF LINTON,
 FD1501'GO SOUTH ABOUT 100 YARDS TO MACADAM ROAD, TURN LEFT, GO 1.25 MILES
 FD1501'ON MAIN-TRAVELED
 FD1501'ROAD TO GRAVEL ROAD ON LEFT ALONG WEST BANK OF EAST
 FD1501'FORK, TURN LEFT, FOLLOW ROAD UP
 FD1501'STREAM 3.9 MILES TO ROAD TO RIGHT
 FD1501'LEADING UP SMALL BRANCH TO SMALL HOUSE TURN RIGHT
 FD1501'ONTO THIS ROAD,
 FD1501'FOLLOW 0.25 MILE TO REDFORDS HOUSE, PASS BETWEEN HOUSE AND BARN,
 FD1501'FOLLOW OLD WOODS
 FD1501'ROAD TO TOP OF HILL, TURN LEFT AND GO 0.25 MILE TO
 FD1501'STATION SITE ON HIGHEST POINT OF
 FD1501'RIDGE.  STATION IS 44 FEET SOUTH OF
 FD1501'24-INCH OAK TREE ALONG TRAIL, 36 FEET WEST OF
 FD1501'30-INCH TRIANGLE-BLAZED
 FD1501'OAK TREE, AND 18 FEET SOUTHEAST OF TRAIL ALONG TOP OF RIDGE.
 FD1501'SURFACE AND
 FD1501'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1501'SURFACE
 FD1501'MARK PROJECTS 3 INCHES ABOVE GROUND.  REFERENCE
 FD1501'AND AZIMUTH MARKS ARE STANDARD
 FD1501'REFERENCE DISKS IN CONCRETE.
 FD1501'REFERENCE MARKS PROJECT 6 INCHES ABOVE GROUND.
 FD1501'NO 1 IS ON SOUTHEAST
 FD1501'SLOPE OF RIDGE, 94 FEET SOUTH-SOUTHEAST OF BLAZED OAK TREE, AND
 FD1501'115.96 (SLOPE
 FD1501'DISTANCE) FEET FROM STATION.
 FD1501'NO 2 IS ON SOUTHWEST SLOPE OF
 FD1501'RIDGE, BESIDE TRAIL ALONG TOP OF RIDGE,
 FD1501'10 FEET WEST OF 10-INCH BLAZED HICKORY TREE, AND
 FD1501'123.06 FEET FROM
 FD1501'STATION.  AZIMUTH MARK, PROJECTING 3
 FD1501'INCHES ABOVE
 FD1501'GROUND, IS IN FENCE LINE AT EDGE OF CULTIVATED FIELD, BESIDE
 FD1501'ROAD LEADING TO REDFORDS
 FD1501'HOUSE, 30 FEET EAST OF TWIN TREES AT CORNER
 FD1501'OF FIELD, AND ABOUT 0.6 MILE FROM STATION.
 FD1501
 FD1501                          STATION RECOVERY (1953)
 FD1501
 FD1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1501'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARK NO 1,
 FD1501'AND THE AZIMUTH MARK WERE
 FD1501'FOUND IN GOOD CONDITION.  REFERENCE MARK NO 2 HAD
 FD1501'BEEN DESTROYED.  THE DISTANCE TO
 FD1501'REFERENCE MARK NO 1 DID NOT CHECK.
 FD1501'THE DIRECTIONS TO REFERENCE MARK NO 1 AND THE
 FD1501'AZIMUTH MARK DID NOT
 FD1501'CHECK.  REFERENCE MARK NO 3 WAS ESTABLISHED BY THIS PARTY.  IT
 FD1501'IS SET IN A
 FD1501'DRILLHOLE IN THE OLD REFERENCE MARK NO 2 MARK AND IS 58 FEET
 FD1501'SOUTHWEST OF A FENCE.
 FD1501'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 FD1501'IS STAMPED COX NO 3 1953.
 FD1501'
 FD1501'THE STATION IS NOW ON THE PROPERTY OF R L PARNELL.  THE OLD
 FD1501'DESCRIPTION TO REACH
 FD1501'THE STATION IS ADEQUATE.
 FD1501'
 FD1501'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK-
 FD1501'
 FD1501'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD1501
 FD1501                          STATION RECOVERY (1962)
 FD1501
 FD1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1501'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1953
 FD1501'RECOVERY NOTE AND FOUND IN
 FD1501'GOOD CONDITION.  HOWEVER, THE TO REACH IS NOW COMPLETELY
 FD1501'INADEQUATE.  FOLLOWING IS A NEW
 FD1501'AND COMPLETE DESCRIPTION.
 FD1501'
 FD1501'THE STATION IS ON THE HIGH POINT OF REDFORD RIDGE, ABOUT 20 MILES
 FD1501'SOUTHWEST OF NASHVILLE, 9
 FD1501'MILES WEST OF FRANKLIN, 3 MILES EAST OF FERNVALE, 2
 FD1501'MILES NORTH OF KINGFIELD, AND
 FD1501'ON THE PROPERTY OF HAROLD FREMAN.
 FD1501'
 FD1501'TO REACH FROM THE JUNCTION OF U S HIGHWAY 31 AND STATE ROUTE 96, ONE
 FD1501'BLOCK SOUTH OF THE POST
 FD1501'OFFICE IN FRANKLIN, GO SOUTHWEST AND WEST ON STATE
 FD1501'ROUTE 96 FOR 8.4 MILES TO THE SMALL
 FD1501'COMMUNITY OF HILLSBORO, CONTINUE
 FD1501'NORTHWESTERLY TOWARD KINGFIELD ON STATE ROUTE 96 FOR
 FD1501'3.1 MILES TO A
 FD1501'GRAVELED ROAD ON THE RIGHT JUST AFTER PASSING ON OILED T ROAD ON THE
 FD1501'LEFT.  HERE TURN
 FD1501'SHARP RIGHT ON THIS GRAVELED ROAD AND GO
 FD1501'EAST-NORTHEASTERLY FOR 0.3 MILE TO
 FD1501'A POINT WHERE THE GRAVELED ROAD
 FD1501'BEARS SHARP RIGHT AND A GRADED FARM ROAD CONTINUES
 FD1501'STRAIGHT AHEAD
 FD1501'THROUGH A CATTLE GUARD.  PASS THROUGH THIS CATTLE GUARD FOLLOW FARM
 FD1501'ROAD PASSING JUST
 FD1501'TO THE RIGHT OF A BARN AND GO 0.3 MILE TO A SECOND
 FD1501'CATTLE GUARD, PASS THROUGH THIS
 FD1501'CATTLE GUARD AND CONTINUE NORTHERLY
 FD1501'FOR 0.15 MILE TO A POLE GATE AT OLD LOG BARN ON
 FD1501'THE LEFT, PASS
 FD1501'THROUGH THIS POLE GATE AND FOLLOW WOODS ROAD NORTHERLY FOR 0.15
 FD1501'MILE TO A FORK,
 FD1501'KEEP RIGHT FORK AND FOLLOW THIS WINDING WOODS ROAD
 FD1501'NORTHEASTERLY AND NORTH FOR
 FD1501'1.15 MILES TO A FORK AT THE SUMMIT OF A
 FD1501'SHARP RISE, HERE KEEP RIGHT FORK AND CONTINUE
 FD1501'NORTHWESTERLY ON WOODS
 FD1501'ROAD FOR 0.35 MILE TO TOP OF GRADE, A 16-INCH, TRIANGLE BLAZED
 FD1501'HICKORY TREE
 FD1501'ON THE LEFT, AND THE STATION ON THE RIGHT TO THE
 FD1501'NORTHEAST ACROSS A WOVEN WIRE
 FD1501'FENCE.
 FD1501'
 FD1501'THE STATION IS 50 FEET EAST OF A WOVEN WIRE FENCE, 23 FEET SOUTHWEST
 FD1501'OF A 14-INCH, TRIANGLE
 FD1501'BLAZED HICKORY TREE, 22 FEET WEST OF A 10-INCH,
 FD1501'TRIANGLE BLAZED OAK TREE, 20 FEET
 FD1501'NORTHWEST OF A 6-INCH, TRIANGLE
 FD1501'BLAZED OAK TREE, AND 6.6 FEET NORTH OF A WHITE,
 FD1501'WOODEN WITNESS POST.
 FD1501'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 FD1501'MONUMENT THAT
 FD1501'PROJECTS 4 INCHES AND THE DISK IS STAMPED COX 1934.
 FD1501'
 FD1501'REFERENCE MARK NO 1 IS ON THE SOUTHEAST SLOPE OF THE RIDGE ABOUT 6
 FD1501'FEET BELOW THE ELEVATION
 FD1501'OF THE STATION AND 3 FEET EAST OF A 6-INCH, TRIANGLE
 FD1501'BLAZED SASSAFRAS TREE.  IT IS A
 FD1501'STANDARD DISK SET IN THE TOP OF A
 FD1501'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6
 FD1501'INCHES AND THE DISK
 FD1501'IS STAMPED COX NO 1 1934.
 FD1501'
 FD1501'REFERENCE MARK NO 3 IS ACROSS THE WOVEN WIRE FENCE FROM THE STATION
 FD1501'AND ON THE SOUTHWEST SLOPE
 FD1501'OF THE RIDGE ON THE PROPERTY OF MR NOBLE KING.  IT IS
 FD1501'57 FEET SOUTHWEST OF THE WOVEN
 FD1501'WIRE FENCE AT A POINT IN LINE WITH THE
 FD1501'STATION, 39 FEET EAST OF A 16-INCH, TRIANGLE
 FD1501'BLAZED HICKORY TREE, 20
 FD1501'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE WOODS ROAD, AND
 FD1501'19 FEET SOUTH
 FD1501'OF A 12-INCH, TRIANGLE BLAZED OAK TREE.  IT IS A STANDARD
 FD1501'DISK CEMENTED IN A DRILL HOLE
 FD1501'IN THE TOP OF A 10-INCH, ROUND,
 FD1501'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 FD1501'DISK IS STAMPED COX
 FD1501'NO 3 1934.
 FD1501'
 FD1501'THE AZIMUTH MARK IS ABOUT 0.6 MILE EAST OF THE STATION AND ABOUT 0.1
 FD1501'MILE EAST OF MR. HAROLD
 FD1501'FREMANS HOUSE.  IT IS 35 FEET SOUTHWEST OF A
 FD1501'TWIN-TRUNKED TREE, 9 FEET
 FD1501'NORTHWEST OF THE APPROXIMATE CENTER OF A
 FD1501'LANE LEADING INTO THE FREMAN FARM AND 1 FOOT
 FD1501'EAST OF A RAIL FENCE.
 FD1501'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FD1501'10-INCH,
 FD1501'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FD1501'COX AZEMUTH 1934.
 FD1501'
 FD1501'TO REACH THE AZIMUTH FROM THE STATION, PACK DOWN SHARP SLOPE TO THE
 FD1501'EAST TO THE FREMAN HOME,
 FD1501'THENCE EASTERLY ON THE FARM LANE FOR 0.1 MILE TO THE
 FD1501'MARK ON THE LEFT, JUST BEFORE
 FD1501'COMING TO A FORD ACROSS SMALL BRANCH.
 FD1501'THIS IS A DIFFICULT PACK.
 FD1501'
 FD1501'TO REACH THE AZIMUTH MARK BY TRUCK FROM THE POINT ON STATE ROUTE 96
 FD1501'WHERE YOU START INTO THE
 FD1501'STATION, CONTINUE NORTHWESTERLY ON STATE ROUTE 96 FOR
 FD1501'ABOUT 12.5 MILES TO THE JUNCTION
 FD1501'OF STATE ROUTE 100, HERE TURN RIGHT
 FD1501'ON STATE ROUTE 100 AND GO NORTHEASTERLY ABOUT 5
 FD1501'MILES TO THE SMALL
 FD1501'COMMUNITY OF LINTON.  HERE TURN RIGHT AND GO SOUTHERLY ON OLD
 FD1501'HARDING PIKE FOR
 FD1501'1.25 MILES TO BIG EAST FORK ROAD ON THE LEFT JUST AFTER
 FD1501'CROSSING A SMALL BRIDGE,
 FD1501'TURN LEFT ON BIG EAST FORK ROAD AND CONTINUE
 FD1501'GENERALLY SOUTH FOR 0.85 MILE TO THE END OF
 FD1501'THE PAVED ROAD AT THE
 FD1501'DAVIDSON-WILLIAMSON COUNTY LINE.  HERE CONTINUE SOUTHERLY ON A
 FD1501'GRAVELED
 FD1501'ROAD FOR 3.05 MILES TO A WOODEN GATE ON THE RIGHT AND A
 FD1501'LARGE, BLACK, MAILBOX BELLE
 FD1501'MOOR FARMS FREMANS-PROCTORS.  HERE TURN
 FD1501'RIGHT THROUGH THIS GATE AND GO EAST ON FARM
 FD1501'LANE ALONG SOUTH SIDE OF
 FD1501'A SMALL BRANCH FOR 0.15 MILE TO A FORD AND THE MARK ON THE
 FD1501'RIGHT JUST AFTER
 FD1501'CROSSING THE BRANCH.  THE HIGH POINT OF THE RIDGE ON WHICH THE
 FD1501'STATION IS LOCATED IS
 FD1501'EASILY VISIBLE FROM THIS POINT.
 FD1501
 FD1501                          STATION RECOVERY (1963)
 FD1501
 FD1501'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 FD1501'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 FD1501'1953 AND THE 1953
 FD1501'DESCRIPTION IS COMPLETELY ADEQUATE.  THE MARKS WERE TAKEN
 FD1501'AND CHECKED.  ALL
 FD1501'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD1501
 FD1501                          STATION RECOVERY (1970)
 FD1501
 FD1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1501'THE STATION MARK, REFERENCE MARK 1 AND 3 WERE RECOVERED AS
 FD1501'DESCRIBED IN 1952 IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 FD1501'DESTROYED.  THERE WAS NO SUITABLE PLACE TO SET A NEW AZIMUTH
 FD1501'MARK.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 3 COMPARED
 FD1501'FAVORABLY TO THAT OF 1952.  THE DISTANCE TO REFERENCE MARK 1 WAS
 FD1501'DIFFERENT AND WAS CHECKED AND VERIFIED.  THE DIRECTION COMPARED
 FD1501'FAVORABLY.  A MEASUREMENT BETWEEN THE REFERENCE MARKS WAS NOT
 FD1501'MADE DUE TO TREES AND TERRAIN.
 FD1501'
 FD1501'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FD1501'
 FD1501'THE FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 FD1501'
 FD1501'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF NASHVILLE,
 FD1501'9 MILES WEST-NORTHWEST OF FRANKLIN, 4 MILES NORTHWEST OF
 FD1501'HILLSBORO, ON A HIGH POINT OF A LONG CROOKED RIDGE AND ON
 FD1501'PROPERTY OWNED BY MR. BOUDLOAUX OF 215 NEPTUNE DRIVE,
 FD1501'HENDERSONVILLE, TENNESSEE.
 FD1501'
 FD1501'TO REACH THE STATION FROM HILLSBORO GO NORTH ON STATE
 FD1501'HIGHWAY 96 FOR 3.05 MILES TO A GRAVELED SIDE ROAD ON THE
 FD1501'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.35 MILE TO A Y-FORK.
 FD1501'TAKE LEFT FORK FOR ABOUT 100 FEET TO A METAL GATE.  PASS THROUGH
 FD1501'THE GATE AND FOLLOW A TRACK ROAD NORTH FOR 0.7 MILE TO AN
 FD1501'EAST-WEST FENCE LINE.  PASS THROUGH GATE AND FOLLOW WOODS ROAD
 FD1501'NORTHERLY FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 FD1501'NORTHERLY FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 FD1501'NORTHEAST FOR 0.35 MILE TO A Y-FORK.  TAKE THE RIGHT FORK
 FD1501'AND GO NORTHEAST FOR ABOUT 50 YARDS TO THE STATION.
 FD1501'
 FD1501'THE STATION MARK IS A STANDARD DISK STAMPED COX 1934, SET IN
 FD1501'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FD1501'WHICH PROJECTS 2 INCHES.  IT IS 24.8 FEET SOUTH OF A 14-INCH
 FD1501'TRIANGULAR BLAZED HICKORY TREE, 22 FEET SOUTH-SOUTHWEST OF A
 FD1501'14-INCH TRIANGULAR BLAZED OAK TREE AND 4.8 FEET EAST OF A METAL
 FD1501'WITNESS POST WITH SIGN ATTACHED.
 FD1501'
 FD1501'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COX NO 1 1934,
 FD1501'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FD1501'WHICH PROJECTS 8 INCHES.  IT IS 36 FEET SOUTHWEST OF A METAL
 FD1501'WITNESS POST WITH SIGN ATTACHED.  IT IS 5 FEET LOWER IN
 FD1501'ELEVATION THAN THE STATION MARK.
 FD1501'
 FD1501'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COX NO 3 1934,
 FD1501'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 FD1501'3 INCHES.  IT IS 18 FEET EAST OF THE CENTER OF A TRACK ROAD,
 FD1501'7 FEET SOUTH OF A TRACK ROAD LEADING TO THE STATION, 2.5
 FD1501'FEET NORTH OF A 6-INCH OAK TREE AND 1.5 FEET NORTHWEST OF A
 FD1501'METAL WITNESS POST WITH SIGN ATTACHED AND ABOUT 2 FEET LOWER
 FD1501'THAN THE STATION.
 FD1501'
 FD1501'HEIGHT OF LIGHT ABOVE STATION MARK 86.6 FEET.
 FD1501'
 FD1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FD1501'4 MILES NORTHWEST OF HILLSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0331 ***********************************************************************
 GA0331  DESIGNATION -  COX AZ MK
 GA0331  PID         -  GA0331
 GA0331  STATE/COUNTY-  TN/SULLIVAN
 GA0331  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0331
 GA0331                         *CURRENT SURVEY CONTROL
 GA0331  ___________________________________________________________________
 GA0331* NAD 83(1986)-  36 32 14.     (N)    082 22 35.     (W)     SCALED    
 GA0331* NAVD 88     -       544.769  (meters)    1787.30   (feet)  ADJUSTED  
 GA0331  ___________________________________________________________________
 GA0331  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0331  DYNAMIC HT  -         544.269 (meters)    1785.66  (feet)  COMP
 GA0331  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 GA0331
 GA0331  VERT ORDER  -  SECOND    CLASS 0
 GA0331
 GA0331.The horizontal coordinates were scaled from a topographic map and have
 GA0331.an estimated accuracy of +/- 6 seconds.
 GA0331
 GA0331.The orthometric height was determined by differential leveling
 GA0331.and adjusted by the National Geodetic Survey in June 1991..
 GA0331
 GA0331.The geoid height was determined by GEOID03.
 GA0331
 GA0331.The dynamic height is computed by dividing the NAVD 88
 GA0331.geopotential number by the normal gravity value computed on the
 GA0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0331.degrees latitude (g = 980.6199 gals.).
 GA0331
 GA0331.The modeled gravity was interpolated from observed gravity values.
 GA0331
 GA0331;                    North         East    Units  Estimated Accuracy
 GA0331;SPC TN       -   250,530.      924,420.      MT  (+/- 180 meters Scaled)
 GA0331
 GA0331                          SUPERSEDED SURVEY CONTROL
 GA0331
 GA0331  NGVD 29 (??/??/92)  544.910  (m)         1787.76   (f) ADJ UNCH    2 0
 GA0331
 GA0331.Superseded values are not recommended for survey control.
 GA0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0331.See file dsdata.txt to determine how the superseded data were derived.
 GA0331
 GA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA767444(NAD 83)
 GA0331_MARKER: DZ = AZIMUTH MARK DISK
 GA0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0331_STAMPING: COX 1961
 GA0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0331+STABILITY: SURFACE MOTION
 GA0331
 GA0331  HISTORY     - Date     Condition        Report By
 GA0331  HISTORY     - 1961     MONUMENTED       CGS
 GA0331
 GA0331                          STATION DESCRIPTION
 GA0331
 GA0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0331'4.6 MI W FROM BLOUNTVILLE.
 GA0331'FROM THE POST OFFICE IN BLOUNTVILLE, GO 3.75 MILES WEST ON
 GA0331'U.S. HIGHWAY 11W TO A Y JUNCTION JUST AFTER PASSING A CEMETARY
 GA0331'ON THE RIGHT, THEN GO 0.45 MILE NORTH ON A GRAVELED ROAD TO
 GA0331'A T JUNCTION, THEN 0.45 MILE EAST ON THE GRAVELED ROAD TO A
 GA0331'FENCE CORNER ON THE LEFT.  THE AZIMUTH MARK IS 40 FT. NORTH
 GA0331'OF A POWER LINE POLE WITH TRANSFORMER, 20 FT. NORTH OF THE
 GA0331'CENTER OF A GRAVELED ROAD, 11 FT. EAST OF A FENCE CORNER POST
 GA0331'AT THE SOUTHWEST CORNER OF A PASTURE, AND 2.3 FT. EAST OF A
 GA0331'WITNESS SIGN, AND 0.5 FT. SOUTH OF A WIRE FENCE.  THE DISK IS
 GA0331'SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT
 GA0331'3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0334 ***********************************************************************
 GA0334  DESIGNATION -  COX RM 1
 GA0334  PID         -  GA0334
 GA0334  STATE/COUNTY-  TN/SULLIVAN
 GA0334  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0334
 GA0334                         *CURRENT SURVEY CONTROL
 GA0334  ___________________________________________________________________
 GA0334* NAD 83(1986)-  36 32 24.     (N)    082 22 17.     (W)     SCALED    
 GA0334* NAVD 88     -       588.521  (meters)    1930.84   (feet)  ADJUSTED  
 GA0334  ___________________________________________________________________
 GA0334  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0334  DYNAMIC HT  -         587.981 (meters)    1929.07  (feet)  COMP
 GA0334  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 GA0334
 GA0334  VERT ORDER  -  SECOND    CLASS 0
 GA0334
 GA0334.The horizontal coordinates were scaled from a topographic map and have
 GA0334.an estimated accuracy of +/- 6 seconds.
 GA0334
 GA0334.The orthometric height was determined by differential leveling
 GA0334.and adjusted by the National Geodetic Survey in June 1991..
 GA0334
 GA0334.The geoid height was determined by GEOID03.
 GA0334
 GA0334.The dynamic height is computed by dividing the NAVD 88
 GA0334.geopotential number by the normal gravity value computed on the
 GA0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0334.degrees latitude (g = 980.6199 gals.).
 GA0334
 GA0334.The modeled gravity was interpolated from observed gravity values.
 GA0334
 GA0334;                    North         East    Units  Estimated Accuracy
 GA0334;SPC TN       -   250,860.      924,860.      MT  (+/- 180 meters Scaled)
 GA0334
 GA0334                          SUPERSEDED SURVEY CONTROL
 GA0334
 GA0334  NGVD 29 (??/??/92)  588.663  (m)         1931.31   (f) ADJ UNCH    2 0
 GA0334
 GA0334.Superseded values are not recommended for survey control.
 GA0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0334.See file dsdata.txt to determine how the superseded data were derived.
 GA0334
 GA0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA772447(NAD 83)
 GA0334_MARKER: DR = REFERENCE MARK DISK
 GA0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0334_STAMPING: COX NO 1 1961
 GA0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0334+STABILITY: SURFACE MOTION
 GA0334
 GA0334  HISTORY     - Date     Condition        Report By
 GA0334  HISTORY     - 1961     MONUMENTED       CGS
 GA0334
 GA0334                          STATION DESCRIPTION
 GA0334
 GA0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0334'5 MI NW FROM BLOUNTVILLE.
 GA0334'THIS MARK IS LOCATED AT THE COX 1961 STATION SITE, 16.2 FT.
 GA0334'EAST OF THE STATION MARK, 20 FT. EAST OF A WITNESS SIGN, 15 FT.
 GA0334'SOUTHWEST OF A 20-INCH CHESTNUT OAK TREE, AND 1.3 FT. NORTH
 GA0334'OF A WOVEN WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA0334'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0332 ***********************************************************************
 GA0332  DESIGNATION -  COX RM 2
 GA0332  PID         -  GA0332
 GA0332  STATE/COUNTY-  TN/SULLIVAN
 GA0332  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0332
 GA0332                         *CURRENT SURVEY CONTROL
 GA0332  ___________________________________________________________________
 GA0332* NAD 83(1986)-  36 32 24.     (N)    082 22 17.     (W)     SCALED    
 GA0332* NAVD 88     -       588.379  (meters)    1930.37   (feet)  ADJUSTED  
 GA0332  ___________________________________________________________________
 GA0332  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0332  DYNAMIC HT  -         587.839 (meters)    1928.60  (feet)  COMP
 GA0332  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 GA0332
 GA0332  VERT ORDER  -  SECOND    CLASS 0
 GA0332
 GA0332.The horizontal coordinates were scaled from a topographic map and have
 GA0332.an estimated accuracy of +/- 6 seconds.
 GA0332
 GA0332.The orthometric height was determined by differential leveling
 GA0332.and adjusted by the National Geodetic Survey in June 1991..
 GA0332
 GA0332.The geoid height was determined by GEOID03.
 GA0332
 GA0332.The dynamic height is computed by dividing the NAVD 88
 GA0332.geopotential number by the normal gravity value computed on the
 GA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0332.degrees latitude (g = 980.6199 gals.).
 GA0332
 GA0332.The modeled gravity was interpolated from observed gravity values.
 GA0332
 GA0332;                    North         East    Units  Estimated Accuracy
 GA0332;SPC TN       -   250,860.      924,860.      MT  (+/- 180 meters Scaled)
 GA0332
 GA0332                          SUPERSEDED SURVEY CONTROL
 GA0332
 GA0332  NGVD 29 (??/??/92)  588.521  (m)         1930.84   (f) ADJ UNCH    2 0
 GA0332
 GA0332.Superseded values are not recommended for survey control.
 GA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0332.See file dsdata.txt to determine how the superseded data were derived.
 GA0332
 GA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA772447(NAD 83)
 GA0332_MARKER: DR = REFERENCE MARK DISK
 GA0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0332_STAMPING: COX NO 2 1961
 GA0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0332+STABILITY: SURFACE MOTION
 GA0332
 GA0332  HISTORY     - Date     Condition        Report By
 GA0332  HISTORY     - 1961     MONUMENTED       CGS
 GA0332
 GA0332                          STATION DESCRIPTION
 GA0332
 GA0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0332'5 MI W FROM BLOUNTVILLE.
 GA0332'THIS MARK IS LOCATED AT THE COX 1961 STATION SITE, 16.3 FT.
 GA0332'WEST OF THE STATION MARK, 83 FT. EAST OF A T FENCE CORNER, 12.4
 GA0332'FT. WEST OF A WITNESS SIGN, AND 1.5 FT. NORTH OF A WOVEN WIRE
 GA0332'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA0332'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1506 ***********************************************************************
 FD1506  DESIGNATION -  COX RM A
 FD1506  PID         -  FD1506
 FD1506  STATE/COUNTY-  TN/WILLIAMSON
 FD1506  USGS QUAD   -  FAIRVIEW (1951)
 FD1506
 FD1506                         *CURRENT SURVEY CONTROL
 FD1506  ___________________________________________________________________
 FD1506* NAD 83(1995)-  35 56 54.18873(N)    087 01 46.67029(W)     ADJUSTED  
 FD1506* NAVD 88     -       287.8    (meters)     944.     (feet)  VERTCON   
 FD1506  ___________________________________________________________________
 FD1506  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FD1506  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1506
 FD1506  HORZ ORDER  -  FIRST
 FD1506
 FD1506.The horizontal coordinates were established by classical geodetic methods
 FD1506.and adjusted by the National Geodetic Survey in April 1999..
 FD1506
 FD1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1506
 FD1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1506
 FD1506.The geoid height was determined by GEOID03.
 FD1506
 FD1506;                    North         East     Units Scale Factor Converg.
 FD1506;SPC TN       -   179,677.313   507,110.572   MT  0.99995038   -0 36 10.0
 FD1506;SPC TN       -   589,491.32  1,663,745.27   sFT  0.99995038   -0 36 10.0
 FD1506;UTM  16      - 3,978,224.110   497,327.722   MT  0.99960009   -0 01 02.6
 FD1506
 FD1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1506!SPC TN       -   0.99995933  x   0.99995038  =   0.99990972
 FD1506!UTM  16      -   0.99995933  x   0.99960009  =   0.99955944
 FD1506
 FD1506:                Primary Azimuth Mark                     Grid Az
 FD1506:SPC TN       -  GOURLEY                                  007 03 26.2
 FD1506:UTM  16      -  GOURLEY                                  006 28 18.8
 FD1506
 FD1506|---------------------------------------------------------------------|
 FD1506| PID    Reference Object                     Distance      Geod. Az  |
 FD1506|                                                           dddmmss.s |
 FD1506| GC1318 GOURLEY                             APPROX.18.3 KM 0062716.2 |
 FD1506| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.26.0 KM 0343640.2 |
 FD1506| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX.21.1 KM 0583131.6 |
 FD1506| FD1503 HOLLAND RIM 30 LOT                  APPROX. 9.5 KM 2405327.6 |
 FD1506| FD1505 FAIRVIEW MUN TANK                   APPROX. 9.3 KM 2963312.3 |
 FD1506| FD1501 COX                                  26.630 METERS 31453     |
 FD1506|---------------------------------------------------------------------|
 FD1506
 FD1506                          SUPERSEDED SURVEY CONTROL
 FD1506
 FD1506  NAD 83(1995)-  35 56 54.19078(N)    087 01 46.67292(W) AD(       ) 1
 FD1506  NAD 83(1986)-  35 56 54.19976(N)    087 01 46.67355(W) AD(       ) 1
 FD1506  NAD 27      -  35 56 53.96926(N)    087 01 46.65719(W) AD(       ) 1
 FD1506  NGVD 29 (07/19/86)  287.8    (m)          944.     (f) VERT ANG       
 FD1506
 FD1506.Superseded values are not recommended for survey control.
 FD1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1506.See file dsdata.txt to determine how the superseded data were derived.
 FD1506
 FD1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9732878224(NAD 83)
 FD1506_MARKER: DS = TRIANGULATION STATION DISK
 FD1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1506_STAMPING: COX RM A 1970
 FD1506_MARK LOGO: CGS   
 FD1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1506+STABILITY: SURFACE MOTION
 FD1506
 FD1506  HISTORY     - Date     Condition        Report By
 FD1506  HISTORY     - 1970     MONUMENTED       CGS
 FD1506
 FD1506                          STATION DESCRIPTION
 FD1506
 FD1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FD1506'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF NASHVILLE, 9
 FD1506'MILES WEST-NORTHWEST OF FRANKLIN, 4 MILES NORTHWEST OF HILLSBORO,
 FD1506'ON A HIGH POINT OF A LONG CROOKED RIDGE AND ON PROPERTY OWNED
 FD1506'BY MR. BOUDLOAUX OF 215 NEPTUNE DRIVE, HENDERSONVILLE,
 FD1506'TENNESSEE.
 FD1506'
 FD1506'THE STATION MARK IS A STANDARD DISK STAMPED COX RM A 1970, SET
 FD1506'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 FD1506'DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 FD1506'IS 92 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED,
 FD1506'25 FEET SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED WALNUT TREE,
 FD1506'AND 5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 FD1506'ATTACHED.
 FD1506'
 FD1506'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COX 1934,
 FD1506'THE DIRECTION AND THE DISTANCE, REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0342 ***********************************************************************
 FE0342  DESIGNATION -  COY
 FE0342  PID         -  FE0342
 FE0342  STATE/COUNTY-  TN/HARDIN
 FE0342  USGS QUAD   -  OLIVEHILL (1972)
 FE0342
 FE0342                         *CURRENT SURVEY CONTROL
 FE0342  ___________________________________________________________________
 FE0342* NAD 83(1995)-  35 15 57.65490(N)    088 03 04.51133(W)     ADJUSTED  
 FE0342* NAVD 88     -       222.004  (meters)     728.36   (feet)  ADJUSTED  
 FE0342  ___________________________________________________________________
 FE0342  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FE0342  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0342  DYNAMIC HT  -         221.797 (meters)     727.68  (feet)  COMP
 FE0342  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FE0342
 FE0342  HORZ ORDER  -  SECOND
 FE0342  VERT ORDER  -  SECOND    CLASS 0
 FE0342
 FE0342.The horizontal coordinates were established by classical geodetic methods
 FE0342.and adjusted by the National Geodetic Survey in April 1999..
 FE0342
 FE0342.The orthometric height was determined by differential leveling
 FE0342.and adjusted by the National Geodetic Survey in June 1991..
 FE0342
 FE0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0342
 FE0342.The geoid height was determined by GEOID03.
 FE0342
 FE0342.The dynamic height is computed by dividing the NAVD 88
 FE0342.geopotential number by the normal gravity value computed on the
 FE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0342.degrees latitude (g = 980.6199 gals.).
 FE0342
 FE0342.The modeled gravity was interpolated from observed gravity values.
 FE0342
 FE0342;                    North         East     Units Scale Factor Converg.
 FE0342;SPC TN       -   105,437.287   413,367.078   MT  0.99999721   -1 12 03.2
 FE0342;SPC TN       -   345,922.17  1,356,188.49   sFT  0.99999721   -1 12 03.2
 FE0342;UTM  16      - 3,903,050.298   404,381.098   MT  0.99971268   -0 36 25.2
 FE0342
 FE0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0342!SPC TN       -   0.99996951  x   0.99999721  =   0.99996672
 FE0342!UTM  16      -   0.99996951  x   0.99971268  =   0.99968220
 FE0342
 FE0342|---------------------------------------------------------------------|
 FE0342| PID    Reference Object                     Distance      Geod. Az  |
 FE0342|                                                           dddmmss.s |
 FE0342| FE0343 COY RM 1                             20.488 METERS 04336     |
 FE0342| FE0341 COY RM 2                             17.482 METERS 30039     |
 FE0342| FE0340 COY AZ MK                                          3133548.7 |
 FE0342|---------------------------------------------------------------------|
 FE0342
 FE0342                          SUPERSEDED SURVEY CONTROL
 FE0342
 FE0342  NAD 83(1995)-  35 15 57.65880(N)    088 03 04.51150(W) AD(       ) 2
 FE0342  NAD 83(1995)-  35 15 57.65897(N)    088 03 04.51158(W) AD(       ) 2
 FE0342  NAD 83(1995)-  35 15 57.66105(N)    088 03 04.51147(W) AD(       ) 2
 FE0342  NAD 83(1986)-  35 15 57.66401(N)    088 03 04.51089(W) AD(       ) 2
 FE0342  NAD 27      -  35 15 57.38380(N)    088 03 04.40580(W) AD(       ) 2
 FE0342  NGVD 29 (??/??/??)  222.005  (m)          728.36   (f) ADJUSTED    2 0
 FE0342
 FE0342.Superseded values are not recommended for survey control.
 FE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0342.See file dsdata.txt to determine how the superseded data were derived.
 FE0342
 FE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0438103050(NAD 83)
 FE0342_MARKER: DS = TRIANGULATION STATION DISK
 FE0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0342_STAMPING: COY 1962
 FE0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0342+STABILITY: SURFACE MOTION
 FE0342
 FE0342  HISTORY     - Date     Condition        Report By
 FE0342  HISTORY     - 1962     MONUMENTED       TNHD
 FE0342  HISTORY     - 1962     GOOD             TNHD
 FE0342
 FE0342                          STATION DESCRIPTION
 FE0342
 FE0342'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0342'THE STATION IS LOCATED ABOUT 1 MILE WEST OF OLIVE HILL.
 FE0342'
 FE0342'TO REACH THE STATION FROM THE POST OFFICE IN OLIVE HILL, GO 1.2 MILES
 FE0342'WEST ON STATE ROUTE 15 TO A GRAVEL ROAD RIGHT, TURN RIGHT, AND GO
 FE0342'0.1 MILE NORTH TO A SIDE TRACK ROAD RIGHT, TURN RIGHT, AND GO 0.1
 FE0342'MILE SOUTH TO THE STATION ON THE LEFT AS DESCRIBED.
 FE0342'
 FE0342'THE STATION IS 34 FEET SOUTHEAST OF A UTILITY POLE, 22 FEET WEST OF A
 FE0342'10-INCH TRIANGLE BLAZED ELM TREE, 20 FEET NORTHWEST OF A
 FE0342'10-INCH TRIANGLE BLAZED PINE TREE, AND 2.6 FEET WEST OF A WITNESS
 FE0342'POST.  SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FE0342'HIGHWAY DEPARTMENT DISKS STAMPED COY 1962.  THE UNDERGROUND MARK IS
 FE0342'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET
 FE0342'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FE0342'
 FE0342'REFERENCE MARK NO. 1 IS 58 FEET NORTHEAST OF A UTILITY POLE, 21 FEET
 FE0342'EAST OF A 5-INCH TRIANGLE BLAZED OAK TREE.  THE MARK IS A
 FE0342'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FE0342'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COY RM-1 1962.
 FE0342'
 FE0342'REFERENCE MARK NO. 2 IS 40 FEET WEST OF A UTILITY POLE, 26 FEET SOUTH
 FE0342'OF A 6-INCH TRIANGLE BLAZED PINE TREE, AND 24 FEET NORTH OF A 7-INCH
 FE0342'TRIANGLE BLAZED OAK TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0342'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FE0342'AND THE DISK IS STAMPED COY RM-2 1962.
 FE0342'
 FE0342'THE AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 FE0342'GRAVEL ROAD, 13 FEET NORTHEAST OF A 15-INCH TRIANGLE BLAZED
 FE0342'OAK TREE, AND 2.5 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS A
 FE0342'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FE0342'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COY AZI 1962.
 FE0342'
 FE0342'TO REACH THE AZIMUTH FROM THE INTERSECTION OF STATE ROUTE 15 AND THE
 FE0342'GRAVEL ROAD, GO 0.2 MILE NORTH ON THE GRAVEL ROAD TO THE MARK ON
 FE0342'THE LEFT AS DESCRIBED.
 FE0342'
 FE0342'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 FE0342
 FE0342                          STATION RECOVERY (1962)
 FE0342
 FE0342'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0342'1.2 MI W FROM OLIVE HILL.
 FE0342'FROM OLIVE HILL, HARDIN COUNTY, GO WEST ON U.S. HIGHWAY 64 FOR
 FE0342'1.2 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.1
 FE0342'MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE SOUTH
 FE0342'TO THE MARK ON THE LEFT.  THE STATION IS 34 FEET SOUTHEAST OF A
 FE0342'UTILITY POLE, 22 FEET WEST OF A 10-INCH TRIANGLE BLAZED ELM TREE,
 FE0342'20 FEET NORTHWEST OF A 10-INCH TRIANGLE BLAZED PINE TREE AND
 FE0342'2.6 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0342'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0342'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0340 ***********************************************************************
 FE0340  DESIGNATION -  COY AZ MK
 FE0340  PID         -  FE0340
 FE0340  STATE/COUNTY-  TN/HARDIN
 FE0340  USGS QUAD   -  OLIVEHILL (1972)
 FE0340
 FE0340                         *CURRENT SURVEY CONTROL
 FE0340  ___________________________________________________________________
 FE0340* NAD 83(1986)-  35 16 03.     (N)    088 03 11.     (W)     SCALED    
 FE0340* NAVD 88     -       225.121  (meters)     738.58   (feet)  ADJUSTED  
 FE0340  ___________________________________________________________________
 FE0340  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0340  DYNAMIC HT  -         224.912 (meters)     737.90  (feet)  COMP
 FE0340  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FE0340
 FE0340  VERT ORDER  -  SECOND    CLASS 0
 FE0340
 FE0340.The horizontal coordinates were scaled from a topographic map and have
 FE0340.an estimated accuracy of +/- 6 seconds.
 FE0340
 FE0340.The orthometric height was determined by differential leveling
 FE0340.and adjusted by the National Geodetic Survey in June 1991..
 FE0340
 FE0340.The geoid height was determined by GEOID03.
 FE0340
 FE0340.The dynamic height is computed by dividing the NAVD 88
 FE0340.geopotential number by the normal gravity value computed on the
 FE0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0340.degrees latitude (g = 980.6199 gals.).
 FE0340
 FE0340.The modeled gravity was interpolated from observed gravity values.
 FE0340
 FE0340;                    North         East    Units  Estimated Accuracy
 FE0340;SPC TN       -   105,610.      413,210.      MT  (+/- 180 meters Scaled)
 FE0340
 FE0340                          SUPERSEDED SURVEY CONTROL
 FE0340
 FE0340  NGVD 29 (??/??/??)  225.122  (m)          738.59   (f) ADJUSTED    2 0
 FE0340
 FE0340.Superseded values are not recommended for survey control.
 FE0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0340.See file dsdata.txt to determine how the superseded data were derived.
 FE0340
 FE0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE042032(NAD 83)
 FE0340_MARKER: DZ = AZIMUTH MARK DISK
 FE0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0340_STAMPING: COY AZI 1962
 FE0340_MARK LOGO: TNHD  
 FE0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0340+STABILITY: SURFACE MOTION
 FE0340
 FE0340  HISTORY     - Date     Condition        Report By
 FE0340  HISTORY     - 1962     MONUMENTED       TNHD
 FE0340
 FE0340                          STATION DESCRIPTION
 FE0340
 FE0340'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0340'1.2 MI W FROM OLIVE HILL.
 FE0340'FROM OLIVE HILL, GO WEST ON U.S. HIGHWAY 64 FOR 1.2 MILES TO A
 FE0340'GRAVEL ROAD RIGHT.  TURN RIGHT ON THE GRAVEL ROAD AND GO NORTH
 FE0340'FOR 0.2 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH MARK IS 21
 FE0340'FEET SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD, 13 FEET
 FE0340'NORTHEAST OF A 15-INCH TRIANGLE BLAZED OAK TREE AND 2.5 FEET
 FE0340'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0340'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0340'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0343 ***********************************************************************
 FE0343  DESIGNATION -  COY RM 1
 FE0343  PID         -  FE0343
 FE0343  STATE/COUNTY-  TN/HARDIN
 FE0343  USGS QUAD   -  OLIVEHILL (1972)
 FE0343
 FE0343                         *CURRENT SURVEY CONTROL
 FE0343  ___________________________________________________________________
 FE0343* NAD 83(1986)-  35 15 57.     (N)    088 03 03.     (W)     SCALED    
 FE0343* NAVD 88     -       221.425  (meters)     726.46   (feet)  ADJUSTED  
 FE0343  ___________________________________________________________________
 FE0343  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0343  DYNAMIC HT  -         221.219 (meters)     725.78  (feet)  COMP
 FE0343  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FE0343
 FE0343  VERT ORDER  -  SECOND    CLASS 0
 FE0343
 FE0343.The horizontal coordinates were scaled from a topographic map and have
 FE0343.an estimated accuracy of +/- 6 seconds.
 FE0343
 FE0343.The orthometric height was determined by differential leveling
 FE0343.and adjusted by the National Geodetic Survey in June 1991..
 FE0343
 FE0343.The geoid height was determined by GEOID03.
 FE0343
 FE0343.The dynamic height is computed by dividing the NAVD 88
 FE0343.geopotential number by the normal gravity value computed on the
 FE0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0343.degrees latitude (g = 980.6199 gals.).
 FE0343
 FE0343.The modeled gravity was interpolated from observed gravity values.
 FE0343
 FE0343;                    North         East    Units  Estimated Accuracy
 FE0343;SPC TN       -   105,420.      413,410.      MT  (+/- 180 meters Scaled)
 FE0343
 FE0343                          SUPERSEDED SURVEY CONTROL
 FE0343
 FE0343  NGVD 29 (??/??/??)  221.426  (m)          726.46   (f) ADJUSTED    2 0
 FE0343
 FE0343.Superseded values are not recommended for survey control.
 FE0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0343.See file dsdata.txt to determine how the superseded data were derived.
 FE0343
 FE0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE044030(NAD 83)
 FE0343_MARKER: DR = REFERENCE MARK DISK
 FE0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0343_STAMPING: COY RM-1 1962
 FE0343_MARK LOGO: TNHD  
 FE0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0343+STABILITY: SURFACE MOTION
 FE0343
 FE0343  HISTORY     - Date     Condition        Report By
 FE0343  HISTORY     - 1962     MONUMENTED       TNHD
 FE0343
 FE0343                          STATION DESCRIPTION
 FE0343
 FE0343'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0343'1.2 MI W FROM OLIVE HILL.
 FE0343'THIS MARK IS LOCATED AT THE COY 1962 STATION SITE, 58 FEET
 FE0343'NORTHEAST OF A UTILITY POLE, 21 FEET EAST OF A 5-INCH TRIANGLE
 FE0343'BLAZED OAK TREE AND 67 FEET NORTHEAST OF THE STATION.  THE
 FE0343'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0343'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0341 ***********************************************************************
 FE0341  DESIGNATION -  COY RM 2
 FE0341  PID         -  FE0341
 FE0341  STATE/COUNTY-  TN/HARDIN
 FE0341  USGS QUAD   -  OLIVEHILL (1972)
 FE0341
 FE0341                         *CURRENT SURVEY CONTROL
 FE0341  ___________________________________________________________________
 FE0341* NAD 83(1986)-  35 15 57.     (N)    088 03 03.     (W)     SCALED    
 FE0341* NAVD 88     -       220.881  (meters)     724.67   (feet)  ADJUSTED  
 FE0341  ___________________________________________________________________
 FE0341  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0341  DYNAMIC HT  -         220.675 (meters)     724.00  (feet)  COMP
 FE0341  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FE0341
 FE0341  VERT ORDER  -  SECOND    CLASS 0
 FE0341
 FE0341.The horizontal coordinates were scaled from a topographic map and have
 FE0341.an estimated accuracy of +/- 6 seconds.
 FE0341
 FE0341.The orthometric height was determined by differential leveling
 FE0341.and adjusted by the National Geodetic Survey in June 1991..
 FE0341
 FE0341.The geoid height was determined by GEOID03.
 FE0341
 FE0341.The dynamic height is computed by dividing the NAVD 88
 FE0341.geopotential number by the normal gravity value computed on the
 FE0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0341.degrees latitude (g = 980.6199 gals.).
 FE0341
 FE0341.The modeled gravity was interpolated from observed gravity values.
 FE0341
 FE0341;                    North         East    Units  Estimated Accuracy
 FE0341;SPC TN       -   105,420.      413,410.      MT  (+/- 180 meters Scaled)
 FE0341
 FE0341                          SUPERSEDED SURVEY CONTROL
 FE0341
 FE0341  NGVD 29 (??/??/??)  220.882  (m)          724.68   (f) ADJUSTED    2 0
 FE0341
 FE0341.Superseded values are not recommended for survey control.
 FE0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0341.See file dsdata.txt to determine how the superseded data were derived.
 FE0341
 FE0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE044030(NAD 83)
 FE0341_MARKER: DR = REFERENCE MARK DISK
 FE0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0341_STAMPING: COY RM-2 1962
 FE0341_MARK LOGO: TNHD  
 FE0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0341+STABILITY: SURFACE MOTION
 FE0341
 FE0341  HISTORY     - Date     Condition        Report By
 FE0341  HISTORY     - 1962     MONUMENTED       TNHD
 FE0341
 FE0341                          STATION DESCRIPTION
 FE0341
 FE0341'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0341'1.2 MI W FROM OLIVE HILL.
 FE0341'THIS MARK IS LOCATED AT THE COY 1962 STATION SITE, 40 FEET WEST
 FE0341'OF A UTILITY POLE, 26 FEET SOUTH OF A 6-INCH TRIANGLE BLAZED
 FE0341'PINE TREE, 24 FEET NORTH OF A 7-INCH TRIANGLE BLAZED OAK TREE
 FE0341'AND 57 FEET NORTHWEST OF THE STATION.  THE MARK IS STANDARD
 FE0341'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FE0341'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0725 ***********************************************************************
 GA0725  DESIGNATION -  CP 110
 GA0725  PID         -  GA0725
 GA0725  STATE/COUNTY-  TN/HAWKINS
 GA0725  USGS QUAD   -  MC CLOUD (1961)
 GA0725
 GA0725                         *CURRENT SURVEY CONTROL
 GA0725  ___________________________________________________________________
 GA0725* NAD 83(1986)-  36 22 26.     (N)    082 57 28.     (W)     SCALED    
 GA0725* NAVD 88     -       342.334  (meters)    1123.14   (feet)  ADJUSTED  
 GA0725  ___________________________________________________________________
 GA0725  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0725  DYNAMIC HT  -         342.022 (meters)    1122.12  (feet)  COMP
 GA0725  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 GA0725
 GA0725  VERT ORDER  -  FIRST     CLASS I
 GA0725
 GA0725.The horizontal coordinates were scaled from a topographic map and have
 GA0725.an estimated accuracy of +/- 6 seconds.
 GA0725
 GA0725.The orthometric height was determined by differential leveling
 GA0725.and adjusted by the National Geodetic Survey in June 1991..
 GA0725
 GA0725.The geoid height was determined by GEOID03.
 GA0725
 GA0725.The dynamic height is computed by dividing the NAVD 88
 GA0725.geopotential number by the normal gravity value computed on the
 GA0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0725.degrees latitude (g = 980.6199 gals.).
 GA0725
 GA0725.The modeled gravity was interpolated from observed gravity values.
 GA0725
 GA0725;                    North         East    Units  Estimated Accuracy
 GA0725;SPC TN       -   230,640.      872,950.      MT  (+/- 180 meters Scaled)
 GA0725
 GA0725                          SUPERSEDED SURVEY CONTROL
 GA0725
 GA0725  NGVD 29 (??/??/92)  342.492  (m)         1123.66   (f) ADJ UNCH    1 1
 GA0725
 GA0725.Superseded values are not recommended for survey control.
 GA0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0725.See file dsdata.txt to determine how the superseded data were derived.
 GA0725
 GA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA243271(NAD 83)
 GA0725_MARKER: DD = SURVEY DISK
 GA0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0725_STAMPING: CP 110 1953
 GA0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0725+STABILITY: SURFACE MOTION
 GA0725
 GA0725  HISTORY     - Date     Condition        Report By
 GA0725  HISTORY     - 1953     MONUMENTED       TVA
 GA0725  HISTORY     - 1967     GOOD             NGS
 GA0725
 GA0725                          STATION DESCRIPTION
 GA0725
 GA0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0725'4 MI SW FROM BUREM.
 GA0725'ABOUT 4.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0725'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0725'ROAD AT BUREM, 0.15 MILE NORTHEAST OF MILEPOST 74, 67 1/2 FEET
 GA0725'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 37 1/2 FEET
 GA0725'EAST OF A POLE, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 GA0725'IN THE TOP OF A CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE
 GA0725'GROUND AND IS SURROUNDED BY 3 4-INCH IRON PIPES WHICH ARE FILLED
 GA0725'WITH CONCRETE AND PROJECT ABOUT 4 FEET ABOVE THE LEVEL OF THE
 GA0725'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0726 ***********************************************************************
 GA0726  DESIGNATION -  CP 136
 GA0726  PID         -  GA0726
 GA0726  STATE/COUNTY-  TN/HAWKINS
 GA0726  USGS QUAD   -  MC CLOUD (1961)
 GA0726
 GA0726                         *CURRENT SURVEY CONTROL
 GA0726  ___________________________________________________________________
 GA0726* NAD 83(1986)-  36 22 17.     (N)    082 57 42.     (W)     SCALED    
 GA0726* NAVD 88     -       339.596  (meters)    1114.16   (feet)  ADJUSTED  
 GA0726  ___________________________________________________________________
 GA0726  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0726  DYNAMIC HT  -         339.286 (meters)    1113.14  (feet)  COMP
 GA0726  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GA0726
 GA0726  VERT ORDER  -  FIRST     CLASS I
 GA0726
 GA0726.The horizontal coordinates were scaled from a topographic map and have
 GA0726.an estimated accuracy of +/- 6 seconds.
 GA0726
 GA0726.The orthometric height was determined by differential leveling
 GA0726.and adjusted by the National Geodetic Survey in June 1991..
 GA0726
 GA0726.The geoid height was determined by GEOID03.
 GA0726
 GA0726.The dynamic height is computed by dividing the NAVD 88
 GA0726.geopotential number by the normal gravity value computed on the
 GA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0726.degrees latitude (g = 980.6199 gals.).
 GA0726
 GA0726.The modeled gravity was interpolated from observed gravity values.
 GA0726
 GA0726;                    North         East    Units  Estimated Accuracy
 GA0726;SPC TN       -   230,360.      872,610.      MT  (+/- 180 meters Scaled)
 GA0726
 GA0726                          SUPERSEDED SURVEY CONTROL
 GA0726
 GA0726  NGVD 29 (??/??/92)  339.754  (m)         1114.68   (f) ADJ UNCH    1 1
 GA0726
 GA0726.Superseded values are not recommended for survey control.
 GA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0726.See file dsdata.txt to determine how the superseded data were derived.
 GA0726
 GA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA240269(NAD 83)
 GA0726_MARKER: DD = SURVEY DISK
 GA0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0726_SP_SET: CULVERT
 GA0726_STAMPING: CP 136 1961
 GA0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0726
 GA0726  HISTORY     - Date     Condition        Report By
 GA0726  HISTORY     - 1961     MONUMENTED       TVA
 GA0726  HISTORY     - 1967     GOOD             NGS
 GA0726
 GA0726                          STATION DESCRIPTION
 GA0726
 GA0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0726'4.3 MI SW FROM BUREM.
 GA0726'ABOUT 4.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0726'RAILROAD FROM THE CROSSING OF THE RAILROAD AND TUNNELLS HILL
 GA0726'ROAD AT BUREM, 0.1 MILE WEST OF MILEPOST 74, 25 1/2 FEET SOUTH
 GA0726'OF THE SOUTH RAIL OF THE TRACK, SET IN THE CENTER OF THE TOP OF
 GA0726'THE SOUTH CONCRETE HEAD WALL OF A CULVERT UNDER THE TRACK, 72
 GA0726'FEET WEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND AN
 GA0726'ABANDONED ROAD, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0118 ***********************************************************************
 FE0118  DESIGNATION -  CP RT 18
 FE0118  PID         -  FE0118
 FE0118  STATE/COUNTY-  TN/PERRY
 FE0118  USGS QUAD   -  PERRYVILLE (1986)
 FE0118
 FE0118                         *CURRENT SURVEY CONTROL
 FE0118  ___________________________________________________________________
 FE0118* NAD 83(1986)-  35 37 00.     (N)    088 00 59.     (W)     SCALED    
 FE0118* NAVD 88     -       138.782  (meters)     455.32   (feet)  ADJUSTED  
 FE0118  ___________________________________________________________________
 FE0118  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0118  DYNAMIC HT  -         138.660 (meters)     454.92  (feet)  COMP
 FE0118  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 FE0118
 FE0118  VERT ORDER  -  FIRST     CLASS II
 FE0118
 FE0118.The horizontal coordinates were scaled from a topographic map and have
 FE0118.an estimated accuracy of +/- 6 seconds.
 FE0118
 FE0118.The orthometric height was determined by differential leveling
 FE0118.and adjusted by the National Geodetic Survey in June 1991..
 FE0118
 FE0118.The geoid height was determined by GEOID03.
 FE0118
 FE0118.The dynamic height is computed by dividing the NAVD 88
 FE0118.geopotential number by the normal gravity value computed on the
 FE0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0118.degrees latitude (g = 980.6199 gals.).
 FE0118
 FE0118.The modeled gravity was interpolated from observed gravity values.
 FE0118
 FE0118;                    North         East    Units  Estimated Accuracy
 FE0118;SPC TN       -   144,270.      417,340.      MT  (+/- 180 meters Scaled)
 FE0118
 FE0118                          SUPERSEDED SURVEY CONTROL
 FE0118
 FE0118  NGVD 29 (??/??/??)  138.796  (m)          455.37   (f) ADJUSTED    1 2
 FE0118
 FE0118.Superseded values are not recommended for survey control.
 FE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0118.See file dsdata.txt to determine how the superseded data were derived.
 FE0118
 FE0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE079419(NAD 83)
 FE0118_MARKER: DD = SURVEY DISK
 FE0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0118_STAMPING: CP RT 18 1935
 FE0118_MARK LOGO: TVA   
 FE0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0118+STABILITY: SURFACE MOTION
 FE0118
 FE0118  HISTORY     - Date     Condition        Report By
 FE0118  HISTORY     - 1935     MONUMENTED       TVA
 FE0118  HISTORY     - 1947     GOOD             CGS
 FE0118
 FE0118                          STATION DESCRIPTION
 FE0118
 FE0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0118'1.6 MI W FROM POPE.
 FE0118'1.55 MILES WEST ALONG STATE HIGHWAY 20 AND 100 FROM HINSONS
 FE0118'GROCERY AT POPE, ABOUT 0.1 MILE WEST OF THE JUNCTION OF THE BLOUNTS
 FE0118'LANDING ROAD, ABOUT 0.1 MILE EAST OF A RED LOG CABIN, 331 FEET
 FE0118'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WHITE HOUSE, 132
 FE0118'FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST GUARD RAIL
 FE0118'ALONG THE HIGHWAY, 32 FEET NORTHWEST OF A 14-INCH TRIANGULAR
 FE0118'BLAZED OAK TREE, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FE0118'HIGHWAY, 61 FEET SOUTHEAST OF A SIGN FRANK WEEMS FARM, 2 FEET
 FE0118'NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 FE0118'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1823 ***********************************************************************
 FC1823  DESIGNATION -  CRAB
 FC1823  PID         -  FC1823
 FC1823  STATE/COUNTY-  TN/CUMBERLAND
 FC1823  USGS QUAD   -  OZONE (1989)
 FC1823
 FC1823                         *CURRENT SURVEY CONTROL
 FC1823  ___________________________________________________________________
 FC1823* NAD 83(1995)-  35 53 29.50570(N)    084 51 59.76707(W)     ADJUSTED  
 FC1823* NAVD 88     -       811.2    (meters)    2661.     (feet)  VERTCON   
 FC1823  ___________________________________________________________________
 FC1823  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 FC1823  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FC1823
 FC1823  HORZ ORDER  -  SECOND
 FC1823
 FC1823.The horizontal coordinates were established by classical geodetic methods
 FC1823.and adjusted by the National Geodetic Survey in April 1999..
 FC1823
 FC1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1823
 FC1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1823
 FC1823.The geoid height was determined by GEOID03.
 FC1823
 FC1823;                    North         East     Units Scale Factor Converg.
 FC1823;SPC TN       -   173,472.861   702,323.591   MT  0.99994890   +0 39 48.7
 FC1823;SPC TN       -   569,135.54  2,304,206.65   sFT  0.99994890   +0 39 48.7
 FC1823;UTM  16      - 3,974,019.793   692,555.090   MT  1.00005689   +1 15 03.9
 FC1823
 FC1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1823!SPC TN       -   0.99987727  x   0.99994890  =   0.99982617
 FC1823!UTM  16      -   0.99987727  x   1.00005689  =   0.99993415
 FC1823
 FC1823:                Primary Azimuth Mark                     Grid Az
 FC1823:SPC TN       -  LUPER RESET                              044 24 04.7
 FC1823:UTM  16      -  LUPER RESET                              043 48 49.5
 FC1823
 FC1823|---------------------------------------------------------------------|
 FC1823| PID    Reference Object                     Distance      Geod. Az  |
 FC1823|                                                           dddmmss.s |
 FC1823| FC1824 LUPER RESET                         APPROX. 9.9 KM 0450353.4 |
 FC1823| CZ4778 CRAB RM 1                            25.372 METERS 13659     |
 FC1823| CZ4779 CRAB RM 2                            34.726 METERS 26840     |
 FC1823|---------------------------------------------------------------------|
 FC1823
 FC1823                          SUPERSEDED SURVEY CONTROL
 FC1823
 FC1823  NAD 83(1995)-  35 53 29.51056(N)    084 51 59.76757(W) AD(       ) 2
 FC1823  NAD 83(1986)-  35 53 29.51705(N)    084 51 59.76638(W) AD(       ) 2
 FC1823  NAD 27      -  35 53 29.26220(N)    084 51 59.95720(W) AD(       ) 2
 FC1823  NGVD 29 (07/19/86)  811.3    (m)         2662.     (f) VERT ANG       
 FC1823
 FC1823.Superseded values are not recommended for survey control.
 FC1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1823.See file dsdata.txt to determine how the superseded data were derived.
 FC1823
 FC1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9255574020(NAD 83)
 FC1823_MARKER: DE = TRAVERSE STATION DISK
 FC1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1823
 FC1823  HISTORY     - Date     Condition        Report By
 FC1823  HISTORY     - 1960     MONUMENTED       CGS
 FC1823
 FC1823                          STATION DESCRIPTION
 FC1823
 FC1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1823'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF CRAB ORCHARD
 FC1823'AND ON HALEY MOUNTAIN, NORTHERN END.
 FC1823'
 FC1823'TO REACH THE STATION FROM THE CROSS ROADS IN CRAB ORCHARD, GO EAST ON
 FC1823'U.S. HIGHWAY 70 FOR 2.75 MILES TO A MOUNTAIN ROAD RIGHT AFTER
 FC1823'CROSSING A CONCRETE BRIDGE, TURN RIGHT, SOUTH, FOR ABOUT 100 YARDS TO
 FC1823'A FORK, TAKE RIGHT FORK, WESTERLY, FOR 1.6 MILES TO TOP OF HILL AND A
 FC1823'T ROAD RIGHT, JUST BEFORE REACHING A SIGN PAPIN AVE. U.S.A. TURN
 FC1823'RIGHT, NORTHERLY, FOR 0.3 MILE TO A FORK, TAKE RIGHT FORK,
 FC1823'NORTHERLY, FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK, NORTH FOR 0.05
 FC1823'MILE TO A FORK, TAKE RIGHT FORK, NORTHERLY, FOR 0.2 MILE TO THE
 FC1823'STATION ON THE RIGHT.
 FC1823'
 FC1823'STATION MARK IS 17 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 1.9
 FC1823'FEET SOUTHWEST OF A WITNESS SIGN.  THE MARK IS A STANDARD
 FC1823'TRAVERSE DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED CRAB
 FC1823'1960.
 FC1823'
 FC1823'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 FC1823'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH,
 FC1823'AND IS STAMPED CRAB NO 1 1960.
 FC1823'
 FC1823'REFERENCE MARK NO. 2 IS 6 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 FC1823'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH,
 FC1823'AND IS STAMPED CRAB NO 2 1960.
 FC1823'
 FC1823'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FC1823'
 FC1823'HEIGHT OF LIGHT ABOVE STATION MARK 27.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1827 ***********************************************************************
 FC1827  DESIGNATION -  CRAB ORCHARD 2
 FC1827  PID         -  FC1827
 FC1827  STATE/COUNTY-  TN/CUMBERLAND
 FC1827  USGS QUAD   -  DORTON (1991)
 FC1827
 FC1827                         *CURRENT SURVEY CONTROL
 FC1827  ___________________________________________________________________
 FC1827* NAD 83(1995)-  35 54 33.68475(N)    084 52 42.75107(W)     ADJUSTED  
 FC1827* NAVD 88     -       510.58   (+/-2cm)    1675.1    (feet)  VERTCON   
 FC1827  ___________________________________________________________________
 FC1827  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 FC1827  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC1827
 FC1827  HORZ ORDER  -  THIRD
 FC1827  VERT ORDER  -  THIRD ? (See Below)
 FC1827
 FC1827.The horizontal coordinates were established by classical geodetic methods
 FC1827.and adjusted by the National Geodetic Survey in April 1999..
 FC1827.No horizontal observational check was made to the station.
 FC1827
 FC1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1827.The vertical order pertains to the NGVD 29 superseded value.
 FC1827
 FC1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1827
 FC1827.The geoid height was determined by GEOID03.
 FC1827
 FC1827;                    North         East     Units Scale Factor Converg.
 FC1827;SPC TN       -   175,438.303   701,223.025   MT  0.99994926   +0 39 23.6
 FC1827;SPC TN       -   575,583.83  2,300,595.87   sFT  0.99994926   +0 39 23.6
 FC1827;UTM  16      - 3,975,974.046   691,434.301   MT  1.00005159   +1 14 40.6
 FC1827
 FC1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1827!SPC TN       -   0.99992443  x   0.99994926  =   0.99987370
 FC1827!UTM  16      -   0.99992443  x   1.00005159  =   0.99997602
 FC1827
 FC1827|---------------------------------------------------------------------|
 FC1827| PID    Reference Object                     Distance      Geod. Az  |
 FC1827|                                                           dddmmss.s |
 FC1827| CZ4780 CRAB ORCHARD RM 3                    27.115 METERS 08051     |
 FC1827| CZ4781 CRAB ORCHARD RM 4                    37.539 METERS 11713     |
 FC1827| FC0811 P 8                                 486.038 METERS 1193332.4 |
 FC1827| FC0810 CRAB ORCHARD RESET                   18.520 METERS 13417     |
 FC1827|---------------------------------------------------------------------|
 FC1827
 FC1827                          SUPERSEDED SURVEY CONTROL
 FC1827
 FC1827  NAD 83(1995)-  35 54 33.68947(N)    084 52 42.75145(W) AD(       ) 3
 FC1827  NAD 83(1986)-  35 54 33.69602(N)    084 52 42.75031(W) AD(       ) 3
 FC1827  NAD 27      -  35 54 33.44257(N)    084 52 42.93834(W) AD(       ) 3
 FC1827  NGVD 29 (07/19/86)  510.66   (m)         1675.4    (f) LEVELING    3  
 FC1827
 FC1827.Superseded values are not recommended for survey control.
 FC1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1827.See file dsdata.txt to determine how the superseded data were derived.
 FC1827
 FC1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9143475974(NAD 83)
 FC1827_MARKER: DS = TRIANGULATION STATION DISK
 FC1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1827_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1827
 FC1827  HISTORY     - Date     Condition        Report By
 FC1827  HISTORY     - 1979     MONUMENTED       NGS
 FC1827
 FC1827                          STATION DESCRIPTION
 FC1827
 FC1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FC1827'THE STATION IS LOCATED ABOUT 300 FEET NORTHWEST OF THE CRAB ORCHARD
 FC1827'POST OFFICE, 43 FEET NORTHWEST OF CENTERLINE OF ENTRANCE ROAD, 26
 FC1827'FEET NORTHEAST OF NORTHEAST RAIL OF RAILROAD, SIDETRACK, 27 FEET
 FC1827'SOUTHWEST OF THE CENTERLINE OF PAVED ROAD, 95 FEET SOUTHEAST OF
 FC1827'POWER TRANSFORMER POLE NO. 13 AND 1 FOOT NORTHEAST OF A METAL
 FC1827'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FC1827'STAMPED---CRAB ORCHARD 2 1979---.
 FC1827'
 FC1827'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CRAB ORCHARD 1960 NO
 FC1827'3 1977---SET IN A DRILL HOLE IN THE TOP AND SOUTHEAST END OF A
 FC1827'CONCRETE HEADWALL, 28 FEET NORTHWEST OF THE CENTERLINE OF PAVED ROAD,
 FC1827'AND 35 FEET NORTHEAST OF THE CENTERLINE OF PAVED ROAD.
 FC1827'
 FC1827'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---CRAB ORCHARD 1960 NO
 FC1827'4 1977---SET IN A DRILL HOLE IN THE TOP AND SE END OF A CONCRETE
 FC1827'HEAD WALL, 19 FEET SOUTHWEST OF CENTERLINE OF PAVED ROAD AND 13 FEET
 FC1827'SOUTH EAST OF EXTENDED CENTERLINE OF PAVED ROAD.
 FC1827'
 FC1827'THE AZIMUTH MARK IS A STANDARD USC AND GS BENCH MARK DISK,
 FC1827'STAMPED---P 8 1931---SET IN A DRILL HOLE IN A LIMESTONE LEDGE, 23
 FC1827'FEET NORTH EAST OF NORTHEAST RAIL OF RAILROAD, 30 FEET SOUTHEAST OF
 FC1827'THE CENTERLINE OF RAILROAD OVERPASS OVER ABANDONED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0810 ***********************************************************************
 FC0810  DESIGNATION -  CRAB ORCHARD RESET
 FC0810  PID         -  FC0810
 FC0810  STATE/COUNTY-  TN/CUMBERLAND
 FC0810  USGS QUAD   -  DORTON (1991)
 FC0810
 FC0810                         *CURRENT SURVEY CONTROL
 FC0810  ___________________________________________________________________
 FC0810* NAD 83(1995)-  35 54 33.26520(N)    084 52 42.22230(W)     ADJUSTED  
 FC0810* NAVD 88     -       510.599  (meters)    1675.19   (feet)  ADJUSTED  
 FC0810  ___________________________________________________________________
 FC0810  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 FC0810  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC0810  DYNAMIC HT  -         510.124 (meters)    1673.63  (feet)  COMP
 FC0810  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0810
 FC0810  HORZ ORDER  -  SECOND
 FC0810  VERT ORDER  -  SECOND    CLASS 0
 FC0810
 FC0810.The horizontal coordinates were established by classical geodetic methods
 FC0810.and adjusted by the National Geodetic Survey in April 1999..
 FC0810
 FC0810.The orthometric height was determined by differential leveling
 FC0810.and adjusted by the National Geodetic Survey in June 1991..
 FC0810
 FC0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0810
 FC0810.The geoid height was determined by GEOID03.
 FC0810
 FC0810.The dynamic height is computed by dividing the NAVD 88
 FC0810.geopotential number by the normal gravity value computed on the
 FC0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0810.degrees latitude (g = 980.6199 gals.).
 FC0810
 FC0810.The modeled gravity was interpolated from observed gravity values.
 FC0810
 FC0810;                    North         East     Units Scale Factor Converg.
 FC0810;SPC TN       -   175,425.525   701,236.430   MT  0.99994926   +0 39 23.9
 FC0810;SPC TN       -   575,541.91  2,300,639.85   sFT  0.99994926   +0 39 23.9
 FC0810;UTM  16      - 3,975,961.405   691,447.838   MT  1.00005165   +1 14 40.9
 FC0810
 FC0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0810!SPC TN       -   0.99992443  x   0.99994926  =   0.99987369
 FC0810!UTM  16      -   0.99992443  x   1.00005165  =   0.99997607
 FC0810
 FC0810|---------------------------------------------------------------------|
 FC0810| PID    Reference Object                     Distance      Geod. Az  |
 FC0810|                                                           dddmmss.s |
 FC0810| CZ4780 CRAB ORCHARD RM 3                    21.897 METERS 03803     |
 FC0810| CZ4781 CRAB ORCHARD RM 4                    20.553 METERS 10152     |
 FC0810| FC0811 P 8                                 468.150 METERS 1185858.6 |
 FC0810| FC0809 CRAB ORCHARD RM 1                    12.511 METERS 15831     |
 FC0810| FC0808 CRAB ORCHARD RM 2                     9.516 METERS 23848     |
 FC0810| FC1827 CRAB ORCHARD 2                       18.520 METERS 31417     |
 FC0810|---------------------------------------------------------------------|
 FC0810
 FC0810                          SUPERSEDED SURVEY CONTROL
 FC0810
 FC0810  NAD 83(1995)-  35 54 33.26991(N)    084 52 42.22268(W) AD(       ) 2
 FC0810  NAD 83(1986)-  35 54 33.27634(N)    084 52 42.22139(W) AD(       ) 2
 FC0810  NAD 27      -  35 54 33.02300(N)    084 52 42.40960(W) AD(       ) 2
 FC0810  NGVD 29 (??/??/92)  510.685  (m)         1675.47   (f) ADJ UNCH    2 0
 FC0810
 FC0810.Superseded values are not recommended for survey control.
 FC0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0810.See file dsdata.txt to determine how the superseded data were derived.
 FC0810
 FC0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9144875961(NAD 83)
 FC0810_MARKER: DE = TRAVERSE STATION DISK
 FC0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0810_STAMPING: CRAB ORCHARD 1960
 FC0810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0810+STABILITY: SURFACE MOTION
 FC0810
 FC0810  HISTORY     - Date     Condition        Report By
 FC0810  HISTORY     - 1960     MONUMENTED       CGS
 FC0810  HISTORY     - 1977     SEE DESCRIPTION  NGS
 FC0810  HISTORY     - 1977     GOOD             NGS
 FC0810  HISTORY     - 1979     SEE DESCRIPTION  NGS
 FC0810
 FC0810                          STATION DESCRIPTION
 FC0810
 FC0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0810'THE STATION IS LOCATED IN THE SMALL TOWN OF CRAB ORCHARD.
 FC0810'
 FC0810'TO REACH FROM THE POST OFFICE IN CRAB ORCHARD, GO NORTHWEST FOR 0.05
 FC0810'MILE TO THE STATION ON THE LEFT.
 FC0810'
 FC0810'THE STATION IS 43 FEET WEST OF THE CENTER OF AN OILED ROAD, 11 FEET
 FC0810'EAST OF THE CENTER OF THE EAST RAILROAD TRACKS AND 3.5 FEET SOUTH
 FC0810'OF A WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH
 FC0810'SQUARE CONCRETE POST, PROJECTING 2 INCHES, AND IS STAMPED CRAB
 FC0810'ORCHARD 1960.
 FC0810'
 FC0810'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE CENTER OF THE EAST
 FC0810'RAILROAD TRACKS.  IT IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FC0810'CONCRETE POST, FLUSH, AND IS STAMPED CRAB ORCHARD NO 1 1960.
 FC0810'
 FC0810'REFERENCE MARK NO. 2 IS 3 FEET SOUTH OF A TELEPHONE POLE.  IT IS A
 FC0810'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS
 FC0810'STAMPED CRAB ORCHARD NO 2 1960.
 FC0810'
 FC0810'AN AZIMUTH MARK WAS NOT ESTABLISHED AS NO SUITABLE LOCATION COULD BE
 FC0810'FOUND.
 FC0810
 FC0810                          STATION RECOVERY (1977)
 FC0810
 FC0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FC0810'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  THE
 FC0810'SURFACE STATION MARK WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK
 FC0810'GONE.  REFERENCE MARK 2 WAS FOUND UPROOTED AND THE DISK WAS
 FC0810'SALVAGED.  REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED THAT
 FC0810'IT WAS DESTROYED BY GRADING.  A NEW SURFACE STATION MARK, REFERENCE
 FC0810'MARKS 3 AND 4 AND P 8 1931 WERE ESTABLISHED.  A POLARIS
 FC0810'OBSERVATION WAS TAKEN ON P 8 1931.  A NEW DESCRIPTION FOLLOWS--
 FC0810'
 FC0810'THE STATION IS LOCATED ABOUT 300 FEET NORTHWEST OF THE CRAB ORCHARD
 FC0810'POST OFFICE, 9 FEET EAST OF THE EAST RAIL OF A RAILROAD SIDE TRACK,
 FC0810'44 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 67 FEET NORTHWEST
 FC0810'OF A CONCRETE HEADWALL, 73 FEET WEST OF A CONCRETE HEADWALL, 51 FEET
 FC0810'NORTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD AND ABOUT 150 FEET
 FC0810'NORTHWEST OF THE CHURCH OF GOD.  THE MONUMENT PROJECTS 3
 FC0810'INCHES AND THE DISK IS STAMPED CRAB ORCHARD 1960 1977.
 FC0810'
 FC0810'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CRAB ORCHARD 1960 NO 3
 FC0810'1977 SET IN A DRILL HOLE IN THE TOP AND SOUTH END OF A CONCRETE
 FC0810'HEADWALL, 28 FEET EAST OF THE CENTERLINE OF PAVED ROAD AND 35 FEET
 FC0810'NORTH OF THE CENTERLINE OF A PAVED ROAD.
 FC0810'
 FC0810'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CRAB ORCHARD 1960 NO 4
 FC0810'1977 SET IN A DRILL HOLE IN THE TOP AND NORTHWEST END OF A CONCRETE
 FC0810'HEADWALL, 19 FEET WEST OF THE CENTERLINE OF A PAVED ROAD AND 13
 FC0810'FEET SOUTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD.
 FC0810'
 FC0810'P 8 1931 IS A STANDARD USC AND GS BENCH MARK DISK SET IN A DRILL HOLE
 FC0810'IN A LIMESTONE LEDGE, STAMPED P 8 1931, 23 FEET EAST OF THE EAST
 FC0810'RAIL OF RAILROAD TRACKS, 30 FEET SOUTH OF THE CENTER OF RAILROAD
 FC0810'OVERPASS OF ABANDONED ROAD AND 0.25 MILE SOUTHEAST ALONG THE
 FC0810'RAILROAD FROM THE STATION.
 FC0810'
 FC0810'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC0810'
 FC0810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CRAB ORCHARD.
 FC0810
 FC0810                          STATION RECOVERY (1977)
 FC0810
 FC0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FC0810'AT CRAB ORCHARD.
 FC0810'FROM THE POST OFFICE IN CRAB ORCHARD, GO 0.05 MILE NORTHWEST ON
 FC0810'A PAVED ROAD.  THE STATION MARK IS 43 FT. WEST OF THE CENTER OF
 FC0810'THE PAVED ROAD, 11 FT. EAST OF THE CENTER OF THE EAST RAILROAD
 FC0810'TRACKS, AND 3.5 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN
 FC0810'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH
 FC0810'THE ROAD.
 FC0810
 FC0810                          STATION RECOVERY (1979)
 FC0810
 FC0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FC0810'THE UNDERGROUND STATION MARK, REFERENCE MARKS 3 AND 4 AND THE
 FC0810'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION
 FC0810'MARK WAS FOUND DESTROYED BY GRADING FOR A NEW DRIVE TO RAILROAD
 FC0810'SIDING.  THE DISTANCE AND DIRECTION TO THE MARKS CHECKED.  A NEW
 FC0810'STATION WAS ESTABLISHED AT THIS TIME.  ALL THE MARKS WERE LEFT
 FC0810'INTACT.  FOR ANY FUTURE USE STATION---CRAB ORCHARD 2 1979---SHOULD
 FC0810'BE USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0809 ***********************************************************************
 FC0809  DESIGNATION -  CRAB ORCHARD RM 1
 FC0809  PID         -  FC0809
 FC0809  STATE/COUNTY-  TN/CUMBERLAND
 FC0809  USGS QUAD   -  DORTON (1991)
 FC0809
 FC0809                         *CURRENT SURVEY CONTROL
 FC0809  ___________________________________________________________________
 FC0809* NAD 83(1986)-  35 54 33.     (N)    084 52 42.     (W)     SCALED    
 FC0809* NAVD 88     -       510.611  (meters)    1675.23   (feet)  ADJUSTED  
 FC0809  ___________________________________________________________________
 FC0809  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC0809  DYNAMIC HT  -         510.136 (meters)    1673.67  (feet)  COMP
 FC0809  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0809
 FC0809  VERT ORDER  -  SECOND    CLASS 0
 FC0809
 FC0809.The horizontal coordinates were scaled from a topographic map and have
 FC0809.an estimated accuracy of +/- 6 seconds.
 FC0809
 FC0809.The orthometric height was determined by differential leveling
 FC0809.and adjusted by the National Geodetic Survey in June 1991..
 FC0809
 FC0809.The geoid height was determined by GEOID03.
 FC0809
 FC0809.The dynamic height is computed by dividing the NAVD 88
 FC0809.geopotential number by the normal gravity value computed on the
 FC0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0809.degrees latitude (g = 980.6199 gals.).
 FC0809
 FC0809.The modeled gravity was interpolated from observed gravity values.
 FC0809
 FC0809;                    North         East    Units  Estimated Accuracy
 FC0809;SPC TN       -   175,420.      701,240.      MT  (+/- 180 meters Scaled)
 FC0809
 FC0809                          SUPERSEDED SURVEY CONTROL
 FC0809
 FC0809  NGVD 29 (??/??/92)  510.698  (m)         1675.52   (f) ADJ UNCH    2 0
 FC0809
 FC0809.Superseded values are not recommended for survey control.
 FC0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0809.See file dsdata.txt to determine how the superseded data were derived.
 FC0809
 FC0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE914759(NAD 83)
 FC0809_MARKER: DR = REFERENCE MARK DISK
 FC0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0809_STAMPING: CRAB ORCHARD NO 1 1960
 FC0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0809+STABILITY: SURFACE MOTION
 FC0809
 FC0809  HISTORY     - Date     Condition        Report By
 FC0809  HISTORY     - 1960     MONUMENTED       CGS
 FC0809
 FC0809                          STATION DESCRIPTION
 FC0809
 FC0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0809'AT CRAB ORCHARD.
 FC0809'FROM THE POST OFFICE IN CRAB ORCHARD, GO 0.05 MILE NORTHWEST ON
 FC0809'A PAVED ROAD.  THE REFERENCE MARK IS 41 FT. SOUTHEAST OF THE
 FC0809'STATION MARK AND 16 FT. WEST OF THE CENTER OF THE EAST RAILROAD
 FC0809'TRACKS.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0809'WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0808 ***********************************************************************
 FC0808  DESIGNATION -  CRAB ORCHARD RM 2
 FC0808  PID         -  FC0808
 FC0808  STATE/COUNTY-  TN/CUMBERLAND
 FC0808  USGS QUAD   -  DORTON (1991)
 FC0808
 FC0808                         *CURRENT SURVEY CONTROL
 FC0808  ___________________________________________________________________
 FC0808* NAD 83(1986)-  35 54 33.     (N)    084 52 42.     (W)     SCALED    
 FC0808* NAVD 88     -       510.688  (meters)    1675.48   (feet)  ADJUSTED  
 FC0808  ___________________________________________________________________
 FC0808  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC0808  DYNAMIC HT  -         510.213 (meters)    1673.92  (feet)  COMP
 FC0808  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0808
 FC0808  VERT ORDER  -  SECOND    CLASS 0
 FC0808
 FC0808.The horizontal coordinates were scaled from a topographic map and have
 FC0808.an estimated accuracy of +/- 6 seconds.
 FC0808
 FC0808.The orthometric height was determined by differential leveling
 FC0808.and adjusted by the National Geodetic Survey in June 1991..
 FC0808
 FC0808.The geoid height was determined by GEOID03.
 FC0808
 FC0808.The dynamic height is computed by dividing the NAVD 88
 FC0808.geopotential number by the normal gravity value computed on the
 FC0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0808.degrees latitude (g = 980.6199 gals.).
 FC0808
 FC0808.The modeled gravity was interpolated from observed gravity values.
 FC0808
 FC0808;                    North         East    Units  Estimated Accuracy
 FC0808;SPC TN       -   175,420.      701,240.      MT  (+/- 180 meters Scaled)
 FC0808
 FC0808                          SUPERSEDED SURVEY CONTROL
 FC0808
 FC0808  NGVD 29 (??/??/92)  510.775  (m)         1675.77   (f) ADJ UNCH    2 0
 FC0808
 FC0808.Superseded values are not recommended for survey control.
 FC0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0808.See file dsdata.txt to determine how the superseded data were derived.
 FC0808
 FC0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE914759(NAD 83)
 FC0808_MARKER: DR = REFERENCE MARK DISK
 FC0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0808_STAMPING: CRAB ORCHARD NO 2 1960
 FC0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0808+STABILITY: SURFACE MOTION
 FC0808
 FC0808  HISTORY     - Date     Condition        Report By
 FC0808  HISTORY     - 1960     MONUMENTED       CGS
 FC0808
 FC0808                          STATION DESCRIPTION
 FC0808
 FC0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0808'AT CRAB ORCHARD.
 FC0808'FROM THE POST OFFICE IN CRAB ORCHARD, GO 0.05 MILE NORTHWEST ON
 FC0808'A PAVED ROAD.  THE REFERENCE MARK IS 31.2 FT. SOUTHWEST OF THE
 FC0808'STATION MARK AND 3 FT. SOUTH OF A TELEPHONE POLE.  THE DISK IS
 FC0808'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 FC0808'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1069 ***********************************************************************
 FD1069  DESIGNATION -  CRC 206
 FD1069  PID         -  FD1069
 FD1069  STATE/COUNTY-  TN/LAWRENCE
 FD1069  USGS QUAD   -  ST JOSEPH (1976)
 FD1069
 FD1069                         *CURRENT SURVEY CONTROL
 FD1069  ___________________________________________________________________
 FD1069* NAD 83(1986)-  35 01 20.     (N)    087 30 30.     (W)     SCALED    
 FD1069* NAVD 88     -       241.031  (meters)     790.78   (feet)  ADJUSTED  
 FD1069  ___________________________________________________________________
 FD1069  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FD1069  DYNAMIC HT  -         240.802 (meters)     790.03  (feet)  COMP
 FD1069  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FD1069
 FD1069  VERT ORDER  -  SECOND    CLASS 0
 FD1069
 FD1069.The horizontal coordinates were scaled from a topographic map and have
 FD1069.an estimated accuracy of +/- 6 seconds.
 FD1069
 FD1069.The orthometric height was determined by differential leveling
 FD1069.and adjusted by the National Geodetic Survey in June 1991..
 FD1069
 FD1069.The geoid height was determined by GEOID03.
 FD1069
 FD1069.The dynamic height is computed by dividing the NAVD 88
 FD1069.geopotential number by the normal gravity value computed on the
 FD1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1069.degrees latitude (g = 980.6199 gals.).
 FD1069
 FD1069.The modeled gravity was interpolated from observed gravity values.
 FD1069
 FD1069;                    North         East    Units  Estimated Accuracy
 FD1069;SPC TN       -    77,490.      462,340.      MT  (+/- 180 meters Scaled)
 FD1069
 FD1069                          SUPERSEDED SURVEY CONTROL
 FD1069
 FD1069  NGVD 29 (??/??/92)  240.998  (m)          790.67   (f) ADJ UNCH    2 0
 FD1069
 FD1069.Superseded values are not recommended for survey control.
 FD1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1069.See file dsdata.txt to determine how the superseded data were derived.
 FD1069
 FD1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD536756(NAD 83)
 FD1069_MARKER: DD = SURVEY DISK
 FD1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1069_STAMPING: CRC 206 1948
 FD1069_MARK LOGO: TVA   
 FD1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1069+STABILITY: SURFACE MOTION
 FD1069
 FD1069  HISTORY     - Date     Condition        Report By
 FD1069  HISTORY     - 1948     MONUMENTED       TVA
 FD1069  HISTORY     - 1962     GOOD             NGS
 FD1069  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD1069
 FD1069                          STATION DESCRIPTION
 FD1069
 FD1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD1069'AT ST JOSEPH.
 FD1069'AT ST. JOSEPH, LAWRENCE COUNTY, AT THE SOUTH EDGE OF TOWN NEAR
 FD1069'THE INTERSECTION OF U.S. HIGHWAY 43 AND MAIN STREET.  THE MARK
 FD1069'IS 53 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 6 FEET
 FD1069'SOUTHWEST OF UTILITY POLE NO. 35 AND 41 FEET SOUTHWEST OF THE
 FD1069'CENTERLINE OF MAIN STREET IN ST. JOSEPH.  THE MARK IS A STANDARD
 FD1069'T.V.A. DISK SET IN A 6-INCH SQUARE, CONCRETE MONUMENT, AND PROJECTS
 FD1069'2 INCHES ABOVE THE GROUND.
 FD1069
 FD1069                          STATION RECOVERY (1983)
 FD1069
 FD1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1069'NOT RECOVERED, POSSIBLY COVERED OVER OR REMOVED WHEN TELEPHONE CABLE
 FD1069'JUNCTION BOX WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0751 ***********************************************************************
 FD0751  DESIGNATION -  CRC 213
 FD0751  PID         -  FD0751
 FD0751  STATE/COUNTY-  TN/LEWIS
 FD0751  USGS QUAD   -  GORDONSBURG (1979)
 FD0751
 FD0751                         *CURRENT SURVEY CONTROL
 FD0751  ___________________________________________________________________
 FD0751* NAD 83(1986)-  35 30 11.     (N)    087 27 26.     (W)     SCALED    
 FD0751* NAVD 88     -       286.997  (meters)     941.59   (feet)  ADJUSTED  
 FD0751  ___________________________________________________________________
 FD0751  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FD0751  DYNAMIC HT  -         286.733 (meters)     940.72  (feet)  COMP
 FD0751  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 FD0751
 FD0751  VERT ORDER  -  FIRST     CLASS II
 FD0751
 FD0751.The horizontal coordinates were scaled from a topographic map and have
 FD0751.an estimated accuracy of +/- 6 seconds.
 FD0751
 FD0751.The orthometric height was determined by differential leveling
 FD0751.and adjusted by the National Geodetic Survey in June 1991..
 FD0751
 FD0751.The geoid height was determined by GEOID03.
 FD0751
 FD0751.The dynamic height is computed by dividing the NAVD 88
 FD0751.geopotential number by the normal gravity value computed on the
 FD0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0751.degrees latitude (g = 980.6199 gals.).
 FD0751
 FD0751.The modeled gravity was interpolated from observed gravity values.
 FD0751
 FD0751;                    North         East    Units  Estimated Accuracy
 FD0751;SPC TN       -   130,760.      467,800.      MT  (+/- 180 meters Scaled)
 FD0751
 FD0751                          SUPERSEDED SURVEY CONTROL
 FD0751
 FD0751  NGVD 29 (??/??/92)  286.974  (m)          941.51   (f) ADJ UNCH    1 2
 FD0751
 FD0751.Superseded values are not recommended for survey control.
 FD0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0751.See file dsdata.txt to determine how the superseded data were derived.
 FD0751
 FD0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE585289(NAD 83)
 FD0751_MARKER: DD = SURVEY DISK
 FD0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0751_STAMPING: CRC 213 1948
 FD0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0751+STABILITY: SURFACE MOTION
 FD0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0751+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 FD0751
 FD0751  HISTORY     - Date     Condition        Report By
 FD0751  HISTORY     - 1948     MONUMENTED       TVA
 FD0751  HISTORY     - 1949     GOOD             TVA
 FD0751  HISTORY     - 20060109 GOOD             INDIV
 FD0751
 FD0751                          STATION DESCRIPTION
 FD0751
 FD0751'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FD0751'6.9 MI E FROM HOHENWALD.
 FD0751'ABOUT 6.9 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0751'NATIONAL BANK AT HOHENWALD, ABOUT 1.0 MILE NORTHWEST OF THE
 FD0751'JUNCTION OF A ROAD SOUTH TO NAPIER AND HIMES CEMETERY, ABOUT 0.3
 FD0751'MILE EAST OF THE ENTRANCE TO MERIWETHER LEWIS NATIONAL PARK,
 FD0751'42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33.5 FEET
 FD0751'NORTHWEST OF A 16-INCH OAK TREE, 29 FEET SOUTHEAST OF A POWER
 FD0751'POLE FROM WHICH LINE CROSSES HIGHWAY IN BOTH DIRECTIONS, ABOUT
 FD0751'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FD0751'PROJECTING 4 INCHES.
 FD0751
 FD0751                          STATION RECOVERY (2006)
 FD0751
 FD0751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LEL)
 FD0751'THE 1948 DESCRIPTION IS ON LONGER ADEQUATE. ST. HWY 20 WAS MOVED SW
 FD0751'ABOUT 90' WHEN NATCHEZ TRACE PARKWAY WAS CONTRUCTED.
 FD0751'THE DISTANCE FROM THE ENTRANCE TO MERIWETHER LEWIS NATIONAL PARK IS
 FD0751'STILL GOOD (THE PARK ENTRANCE IS NOW ALSO THE ENTRANCE TO NACHEZ TRACE
 FD0751'PARKWAY).
 FD0751'THE MARK IS LOCATED APPROX. 360' SE FROM THE INTERSECTION OF ST. HWY
 FD0751'20 AND NATCHEZ TRACE PARKWAY.
 FD0751'IT IS 135' NE OF THE CENTERLINE OF ST. HWY 20, 240' EAST OF ST. HWY 20
 FD0751'MILEPOST NO. 13, 116' NE OF THE INLET OF AN 18 INCH RCP CULVERT UNDER
 FD0751'ST. HWY 20 AT HWY MILE 13.05, THE 16 INCH OAK TREE IS NOW 24 INCH AND
 FD0751'THE POWER POLE NO LONGER EXISTS. THE CONCRETE POST IS PROJECTING 3
 FD0751'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0749 ***********************************************************************
 FD0749  DESIGNATION -  CRC 214
 FD0749  PID         -  FD0749
 FD0749  STATE/COUNTY-  TN/LEWIS
 FD0749  USGS QUAD   -  GORDONSBURG (1979)
 FD0749
 FD0749                         *CURRENT SURVEY CONTROL
 FD0749  ___________________________________________________________________
 FD0749* NAD 83(1986)-  35 31 15.     (N)    087 28 54.     (W)     SCALED    
 FD0749* NAVD 88     -       281.330  (meters)     923.00   (feet)  ADJUSTED  
 FD0749  ___________________________________________________________________
 FD0749  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FD0749  DYNAMIC HT  -         281.072 (meters)     922.15  (feet)  COMP
 FD0749  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FD0749
 FD0749  VERT ORDER  -  FIRST     CLASS II
 FD0749
 FD0749.The horizontal coordinates were scaled from a topographic map and have
 FD0749.an estimated accuracy of +/- 6 seconds.
 FD0749
 FD0749.The orthometric height was determined by differential leveling
 FD0749.and adjusted by the National Geodetic Survey in June 1991..
 FD0749
 FD0749.The geoid height was determined by GEOID03.
 FD0749
 FD0749.The dynamic height is computed by dividing the NAVD 88
 FD0749.geopotential number by the normal gravity value computed on the
 FD0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0749.degrees latitude (g = 980.6199 gals.).
 FD0749
 FD0749.The modeled gravity was interpolated from observed gravity values.
 FD0749
 FD0749;                    North         East    Units  Estimated Accuracy
 FD0749;SPC TN       -   132,770.      465,610.      MT  (+/- 180 meters Scaled)
 FD0749
 FD0749                          SUPERSEDED SURVEY CONTROL
 FD0749
 FD0749  NGVD 29 (??/??/92)  281.309  (m)          922.93   (f) ADJ UNCH    1 2
 FD0749
 FD0749.Superseded values are not recommended for survey control.
 FD0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0749.See file dsdata.txt to determine how the superseded data were derived.
 FD0749
 FD0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE563309(NAD 83)
 FD0749_MARKER: DD = SURVEY DISK
 FD0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0749_STAMPING: CRC 214 1948
 FD0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0749+STABILITY: SURFACE MOTION
 FD0749
 FD0749  HISTORY     - Date     Condition        Report By
 FD0749  HISTORY     - 1948     MONUMENTED       TVA
 FD0749  HISTORY     - 1949     GOOD             TVA
 FD0749
 FD0749                          STATION DESCRIPTION
 FD0749
 FD0749'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FD0749'5 MI E FROM HOHENWALD.
 FD0749'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD0749'NATIONAL BANK AT HOHENWALD, ABOUT 0.6 MILE EAST OF SPRINGER CHURCH
 FD0749'OF CHRIST, ABOUT 1.55 MILES WEST OF THE ENTRANCE TO THE MERIWETHER
 FD0749'LEWIS NATIONAL PARK, AT THE TOP OF A GRADE AND ON TOP OF A CUT,
 FD0749'36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 FD0749'SOUTHEAST OF THE CENTER OF A GATE TO A PEACH ORCHARD, 3 FEET
 FD0749'NORTHEAST OF THE FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE
 FD0749'WOODEN WITNESS POST, 4 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 FD0749'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0762 ***********************************************************************
 FD0762  DESIGNATION -  CRC 215
 FD0762  PID         -  FD0762
 FD0762  STATE/COUNTY-  TN/MAURY
 FD0762  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0762
 FD0762                         *CURRENT SURVEY CONTROL
 FD0762  ___________________________________________________________________
 FD0762* NAD 83(1986)-  35 32 33.     (N)    087 12 09.     (W)     SCALED    
 FD0762* NAVD 88     -       196.734  (meters)     645.45   (feet)  ADJUSTED  
 FD0762  ___________________________________________________________________
 FD0762  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0762  DYNAMIC HT  -         196.555 (meters)     644.86  (feet)  COMP
 FD0762  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 FD0762
 FD0762  VERT ORDER  -  FIRST     CLASS II
 FD0762
 FD0762.The horizontal coordinates were scaled from a topographic map and have
 FD0762.an estimated accuracy of +/- 6 seconds.
 FD0762
 FD0762.The orthometric height was determined by differential leveling
 FD0762.and adjusted by the National Geodetic Survey in June 1991..
 FD0762
 FD0762.The geoid height was determined by GEOID03.
 FD0762
 FD0762.The dynamic height is computed by dividing the NAVD 88
 FD0762.geopotential number by the normal gravity value computed on the
 FD0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0762.degrees latitude (g = 980.6199 gals.).
 FD0762
 FD0762.The modeled gravity was interpolated from observed gravity values.
 FD0762
 FD0762;                    North         East    Units  Estimated Accuracy
 FD0762;SPC TN       -   134,830.      490,960.      MT  (+/- 180 meters Scaled)
 FD0762
 FD0762                          SUPERSEDED SURVEY CONTROL
 FD0762
 FD0762  NGVD 29 (??/??/92)  196.730  (m)          645.44   (f) ADJ UNCH    1 2
 FD0762
 FD0762.Superseded values are not recommended for survey control.
 FD0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0762.See file dsdata.txt to determine how the superseded data were derived.
 FD0762
 FD0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE816332(NAD 83)
 FD0762_MARKER: DD = SURVEY DISK
 FD0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0762_STAMPING: CRC-215 1949
 FD0762_MARK LOGO: TVA   
 FD0762_PROJECTION: FLUSH
 FD0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0762+STABILITY: SURFACE MOTION
 FD0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0762+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0762
 FD0762  HISTORY     - Date     Condition        Report By
 FD0762  HISTORY     - 1949     MONUMENTED       TVA
 FD0762  HISTORY     - 1963     GOOD             TNHD
 FD0762  HISTORY     - 1982     GOOD             LOCSUR
 FD0762  HISTORY     - 1983     POOR             NGS
 FD0762  HISTORY     - 20020514 GOOD             TNDT
 FD0762
 FD0762                          STATION DESCRIPTION
 FD0762
 FD0762'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0762'0.6 MI N FROM MT PLEASANT.
 FD0762'FROM THE SQUARE IN MT. PLEASANT, GO NORTH ON U.S. HIGHWAY 43 FOR
 FD0762'0.6 MILE TO THE MARK ON THE LEFT.  THE MARK IS 25 FEET NORTHWEST
 FD0762'OF THE CENTERLINE OF U.S. HIGHWAY 43, 10 FEET NORTH OF POWER POLE
 FD0762'NO. 14, 11 FEET NORTHEAST OF A FENCE CORNER AND 1 FOOT SOUTHEAST
 FD0762'OF A WITNESS SIGN.  THE MARK IS A STANDARD T.V.A. DISK SET IN TOP
 FD0762'OF A 6-INCH SQUARE, CONCRETE MONUMENT, 4 INCHES BELOW THE
 FD0762'SURFACE OF THE GROUND.
 FD0762
 FD0762                          STATION RECOVERY (1982)
 FD0762
 FD0762'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 FD0762'RECOVERED IN GOOD CONDITION.
 FD0762
 FD0762                          STATION RECOVERY (1983)
 FD0762
 FD0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0762'RECOVERED IN POOR CONDITION.  ADDITIONAL MEASUREMENTS FOLLOW.
 FD0762'27.98 METERS (91.8 FT) EAST OF THE SOUTHEAST CORNER OF A ONE LEVEL
 FD0762'BRICK BUILDING (AT PRESENT THE CITY MARKET), AND 0.37 METERS (1.2 FT)
 FD0762'NORTHEAST OF THE CENTER OF A WATER METER.
 FD0762'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD0762
 FD0762                          STATION RECOVERY (2002)
 FD0762
 FD0762'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0756 ***********************************************************************
 FD0756  DESIGNATION -  CRC 216
 FD0756  PID         -  FD0756
 FD0756  STATE/COUNTY-  TN/MAURY
 FD0756  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0756
 FD0756                         *CURRENT SURVEY CONTROL
 FD0756  ___________________________________________________________________
 FD0756* NAD 83(1986)-  35 30 29.     (N)    087 13 35.     (W)     SCALED    
 FD0756* NAVD 88     -       224.406  (meters)     736.24   (feet)  ADJUSTED  
 FD0756  ___________________________________________________________________
 FD0756  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0756  DYNAMIC HT  -         224.202 (meters)     735.57  (feet)  COMP
 FD0756  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FD0756
 FD0756  VERT ORDER  -  FIRST     CLASS II
 FD0756
 FD0756.The horizontal coordinates were scaled from a topographic map and have
 FD0756.an estimated accuracy of +/- 6 seconds.
 FD0756
 FD0756.The orthometric height was determined by differential leveling
 FD0756.and adjusted by the National Geodetic Survey in June 1991..
 FD0756.WARNING-Repeat measurements at this control monument indicate possible
 FD0756.vertical movement.
 FD0756
 FD0756.The geoid height was determined by GEOID03.
 FD0756
 FD0756.The dynamic height is computed by dividing the NAVD 88
 FD0756.geopotential number by the normal gravity value computed on the
 FD0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0756.degrees latitude (g = 980.6199 gals.).
 FD0756
 FD0756.The modeled gravity was interpolated from observed gravity values.
 FD0756
 FD0756;                    North         East    Units  Estimated Accuracy
 FD0756;SPC TN       -   131,030.      488,750.      MT  (+/- 180 meters Scaled)
 FD0756
 FD0756                          SUPERSEDED SURVEY CONTROL
 FD0756
 FD0756  NGVD 29 (??/??/92)  224.397  (m)          736.21   (f) ADJ UNCH    1 2
 FD0756
 FD0756.Superseded values are not recommended for survey control.
 FD0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0756.See file dsdata.txt to determine how the superseded data were derived.
 FD0756
 FD0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE794294(NAD 83)
 FD0756_MARKER: DD = SURVEY DISK
 FD0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0756_STAMPING: CRC 216 1948
 FD0756_MARK LOGO: TVA   
 FD0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0756+STABILITY: SURFACE MOTION
 FD0756
 FD0756  HISTORY     - Date     Condition        Report By
 FD0756  HISTORY     - 1948     MONUMENTED       TVA
 FD0756  HISTORY     - 1963     GOOD             TNHD
 FD0756  HISTORY     - 1983     POOR             NGS
 FD0756  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0756
 FD0756                          STATION DESCRIPTION
 FD0756
 FD0756'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0756'2.2 MI S FROM MT PLEASANT.
 FD0756'FROM THE SQUARE IN MT. PLEASANT, GO SOUTHERLY ON U.S. HIGHWAY 43
 FD0756'FOR 2.25 MILES TO THE MARK ON THE LEFT.  THE MARK IS 27 FEET
 FD0756'EAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 10 FEET SOUTHWEST OF
 FD0756'THE CENTERLINE OF A DRIVEWAY, 3 FEET WEST OF A FENCE CORNER AND
 FD0756'1 FOOT WEST OF A WITNESS SIGN.  THE MARK IS A STANDARD T.V.A.
 FD0756'DISK SET IN A 6-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0756'GROUND.
 FD0756
 FD0756                          STATION RECOVERY (1983)
 FD0756
 FD0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0756'RECOVERED IN POOR CONDITION.
 FD0756'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FD0756
 FD0756                          STATION RECOVERY (2002)
 FD0756
 FD0756'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0756'A NEW ROAD WAS BUILT OVER THE STATION SITE IN THE LATE 1990'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0755 ***********************************************************************
 FD0755  DESIGNATION -  CRC 217
 FD0755  PID         -  FD0755
 FD0755  STATE/COUNTY-  TN/MAURY
 FD0755  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0755
 FD0755                         *CURRENT SURVEY CONTROL
 FD0755  ___________________________________________________________________
 FD0755* NAD 83(1986)-  35 30 25.     (N)    087 13 40.     (W)     SCALED    
 FD0755* NAVD 88     -       219.665  (meters)     720.68   (feet)  ADJUSTED  
 FD0755  ___________________________________________________________________
 FD0755  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0755  DYNAMIC HT  -         219.465 (meters)     720.03  (feet)  COMP
 FD0755  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 FD0755
 FD0755  VERT ORDER  -  FIRST     CLASS II
 FD0755
 FD0755.The horizontal coordinates were scaled from a topographic map and have
 FD0755.an estimated accuracy of +/- 6 seconds.
 FD0755
 FD0755.The orthometric height was determined by differential leveling
 FD0755.and adjusted by the National Geodetic Survey in June 1991..
 FD0755
 FD0755.The geoid height was determined by GEOID03.
 FD0755
 FD0755.The dynamic height is computed by dividing the NAVD 88
 FD0755.geopotential number by the normal gravity value computed on the
 FD0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0755.degrees latitude (g = 980.6199 gals.).
 FD0755
 FD0755.The modeled gravity was interpolated from observed gravity values.
 FD0755
 FD0755;                    North         East    Units  Estimated Accuracy
 FD0755;SPC TN       -   130,910.      488,620.      MT  (+/- 180 meters Scaled)
 FD0755
 FD0755                          SUPERSEDED SURVEY CONTROL
 FD0755
 FD0755  NGVD 29 (??/??/92)  219.648  (m)          720.63   (f) ADJ UNCH    1 2
 FD0755
 FD0755.Superseded values are not recommended for survey control.
 FD0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0755.See file dsdata.txt to determine how the superseded data were derived.
 FD0755
 FD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE793292(NAD 83)
 FD0755_MARKER: DD = SURVEY DISK
 FD0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0755_STAMPING: CRC 217 1948
 FD0755_MARK LOGO: TVA   
 FD0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0755+STABILITY: SURFACE MOTION
 FD0755
 FD0755  HISTORY     - Date     Condition        Report By
 FD0755  HISTORY     - 1948     MONUMENTED       TVA
 FD0755  HISTORY     - 1963     GOOD             TNHD
 FD0755  HISTORY     - 1983     POOR             NGS
 FD0755  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0755
 FD0755                          STATION DESCRIPTION
 FD0755
 FD0755'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0755'2.4 MI S FROM MT PLEASANT.
 FD0755'FROM THE SQUARE IN MT. PLEASANT, GO SOUTHERLY ON U.S. HIGHWAY
 FD0755'43 FOR 2.4 MILES TO THE MARK ON THE MARK ON THE LEFT.  THE MARK
 FD0755'IS 26 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 6
 FD0755'FEET SOUTHWEST OF UTILITY POLE NO. 476, 4 FEET NORTHWEST OF A
 FD0755'FENCE AND 1.5 FEET NORTHWEST OF A WITNESS SIGN.  THE MARK IS A
 FD0755'STANDARD T.V.A. DISK SET IN TOP OF A 6-INCH SQUARE, CONCRETE
 FD0755'MONUMENT, FLUSH WITH A CONCRETE BASE.
 FD0755
 FD0755                          STATION RECOVERY (1983)
 FD0755
 FD0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0755'RECOVERED IN POOR CONDITION, THE UTILITY POLE IS NO LONGER THERE, A
 FD0755'NEW ONE HAS BEEN PUT IN 1.83 METERS (6.0 FT) NORTH OF THE MARK.
 FD0755'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD0755
 FD0755                          STATION RECOVERY (2002)
 FD0755
 FD0755'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0755'A NEW ROAD WAS BUILT OVER THE STATION SITE IN THE LATE 1990'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1530 ***********************************************************************
 FD1530  DESIGNATION -  CRC 285
 FD1530  PID         -  FD1530
 FD1530  STATE/COUNTY-  TN/HICKMAN
 FD1530  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD1530
 FD1530                         *CURRENT SURVEY CONTROL
 FD1530  ___________________________________________________________________
 FD1530* NAD 83(1995)-  35 59 02.52192(N)    087 29 22.91910(W)     ADJUSTED  
 FD1530* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 FD1530  ___________________________________________________________________
 FD1530  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FD1530  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD1530
 FD1530  HORZ ORDER  -  SECOND
 FD1530
 FD1530.The horizontal coordinates were established by classical geodetic methods
 FD1530.and adjusted by the National Geodetic Survey in April 1999..
 FD1530
 FD1530.The orthometric height was scaled from a topographic map.
 FD1530
 FD1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1530
 FD1530.The geoid height was determined by GEOID03.
 FD1530
 FD1530;                    North         East     Units Scale Factor Converg.
 FD1530;SPC TN       -   184,166.335   465,667.769   MT  0.99995181   -0 52 19.7
 FD1530;SPC TN       -   604,219.05  1,527,778.34   sFT  0.99995181   -0 52 19.7
 FD1530;UTM  16      - 3,982,288.422   455,855.463   MT  0.99962401   -0 17 15.8
 FD1530
 FD1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1530!SPC TN       -   0.99996604  x   0.99995181  =   0.99991786
 FD1530!UTM  16      -   0.99996604  x   0.99962401  =   0.99959007
 FD1530
 FD1530                          SUPERSEDED SURVEY CONTROL
 FD1530
 FD1530  NAD 83(1995)-  35 59 02.52411(N)    087 29 22.92297(W) AD(       ) 2
 FD1530  NAD 83(1986)-  35 59 02.53215(N)    087 29 22.92147(W) AD(       ) 2
 FD1530  NAD 27      -  35 59 02.30500(N)    087 29 22.86400(W) AD(       ) 2
 FD1530
 FD1530.Superseded values are not recommended for survey control.
 FD1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1530.See file dsdata.txt to determine how the superseded data were derived.
 FD1530
 FD1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5585582288(NAD 83)
 FD1530_MARKER: DD = SURVEY DISK
 FD1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1530_STAMPING: CRC 285 1948
 FD1530_MARK LOGO: TVA   
 FD1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1530+STABILITY: SURFACE MOTION
 FD1530
 FD1530  HISTORY     - Date     Condition        Report By
 FD1530  HISTORY     - 1953     MONUMENTED       CGS
 FD1530
 FD1530                          STATION DESCRIPTION
 FD1530
 FD1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FD1530'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF DICKSON, ABOUT 0.3
 FD1530'MILE SOUTH OF THE
 FD1530'HICKMAN-DICKSON COUNTY LINE AND ON MR R L MCCLEAREN
 FD1530'PROPERTY.
 FD1530'
 FD1530'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY NO 70 AND STATE
 FD1530'HIGHWAY NO 48 IN DICKSON,
 FD1530'GO SOUTH ON STATE HIGHWAY NO 48 FOR 9.4 MILES TO A
 FD1530'RED BRICK HOUSE ON THE RIGHT AND THE
 FD1530'AZIMUTH MARK ON THE RIGHT,
 FD1530'CONTINUE SOUTH ON STATE HIGHWAY NO 48 FOR
 FD1530'0.15 MILE TO THE
 FD1530'STATION ON THE RIGHT.
 FD1530'
 FD1530'CRC 285 (TVA) WAS USED AS REFERENCE MARK NO 2.  IT IS 28 FEET SOUTH
 FD1530'OF THE CENTER OF A
 FD1530'TRACK ROAD, 27 FEET EAST OF THE CENTER OF STATE HIGHWAY
 FD1530'NO 48 AND IS ABOUT 4 FEET
 FD1530'LOWER THAN THE STATION.  THE MARK IS A 6X6
 FD1530'INCH CONCRETE POST WITH A BRONZE TENNESSEE
 FD1530'VALLEY AUTHORITY SURVEY
 FD1530'MARKER DISK, PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 FD1530'GROUND AND IS
 FD1530'STAMPED CRC 285 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0175 ***********************************************************************
 GD0175  DESIGNATION -  CRC 4
 GD0175  PID         -  GD0175
 GD0175  STATE/COUNTY-  TN/HENRY
 GD0175  USGS QUAD   -  OSAGE (1985)
 GD0175
 GD0175                         *CURRENT SURVEY CONTROL
 GD0175  ___________________________________________________________________
 GD0175* NAD 83(1986)-  36 17 18.     (N)    088 27 28.     (W)     SCALED    
 GD0175* NAVD 88     -       158.564  (meters)     520.22   (feet)  ADJUSTED  
 GD0175  ___________________________________________________________________
 GD0175  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0175  DYNAMIC HT  -         158.433 (meters)     519.79  (feet)  COMP
 GD0175  MODELED GRAV-     979,805.9   (mgal)                       NAVD 88
 GD0175
 GD0175  VERT ORDER  -  FIRST     CLASS II
 GD0175
 GD0175.The horizontal coordinates were scaled from a topographic map and have
 GD0175.an estimated accuracy of +/- 6 seconds.
 GD0175
 GD0175.The orthometric height was determined by differential leveling
 GD0175.and adjusted by the National Geodetic Survey in June 1991..
 GD0175
 GD0175.The geoid height was determined by GEOID03.
 GD0175
 GD0175.The dynamic height is computed by dividing the NAVD 88
 GD0175.geopotential number by the normal gravity value computed on the
 GD0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0175.degrees latitude (g = 980.6199 gals.).
 GD0175
 GD0175.The modeled gravity was interpolated from observed gravity values.
 GD0175
 GD0175;                    North         East    Units  Estimated Accuracy
 GD0175;SPC TN       -   219,680.      379,240.      MT  (+/- 180 meters Scaled)
 GD0175
 GD0175                          SUPERSEDED SURVEY CONTROL
 GD0175
 GD0175  NGVD 29 (??/??/??)  158.599  (m)          520.34   (f) ADJUSTED    1 2
 GD0175
 GD0175.Superseded values are not recommended for survey control.
 GD0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0175.See file dsdata.txt to determine how the superseded data were derived.
 GD0175
 GD0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF690169(NAD 83)
 GD0175_MARKER: DD = SURVEY DISK
 GD0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0175_STAMPING: CRC 4 1948
 GD0175_MARK LOGO: TVA   
 GD0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0175+STABILITY: SURFACE MOTION
 GD0175
 GD0175  HISTORY     - Date     Condition        Report By
 GD0175  HISTORY     - 1948     MONUMENTED       TVA
 GD0175  HISTORY     - 1949     GOOD             CGS
 GD0175  HISTORY     - 1968     MARK NOT FOUND   CGS
 GD0175
 GD0175                          STATION DESCRIPTION
 GD0175
 GD0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0175'7.4 MI W FROM PARIS.
 GD0175'ABOUT 7.45 MILES WEST ALONG STATE HIGHWAY 54 FROM THE COURT HOUSE
 GD0175'AT PARIS, ABOUT 2.95 MILES EAST OF THE MAIN CROSSROADS AT COMO,
 GD0175'ABOUT 0.65 MILE EAST OF A NORTH-SOUTH CROSSROAD AND COTHRANS
 GD0175'STORE, ABOUT 0.2 MILE EAST OF A CROSSROAD, ON THE TOP OF A 5-FOOT
 GD0175'CUT, ABOUT 0.1 MILE WEST OF A CURVE IN THE HIGHWAY WITH TANGENTS
 GD0175'WEST AND EAST-NORTHEAST, 35 FEET SOUTH OF THE CENTER LINE OF
 GD0175'THE HIGHWAY, 63.8 FEET SOUTH AND ACROSS THE HIGHWAY FROM A POWER
 GD0175'POLE, 3 FEET NORTH OF A R/W FENCE LINE, 25.5 FEET SOUTH OF
 GD0175'STATION NO. 722+00 STAMPED IN SOUTH EDGE OF HIGHWAY PAVEMENT,
 GD0175'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 5 FEET ABOVE
 GD0175'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0175'IN.  NOTE-- STEEL POST WITH CONTROL MARKER SIGN SET 1 FOOT WEST
 GD0175'OF MONUMENT.  THE METAL WITNESS POST AND SIGN SET BY TVA IN
 GD0175'1953 WAS FOUND ON THE SLOPE OF A BANK AT THE SITE, BUT ALL
 GD0175'EVIDENCE POINTS TO THE MARK HAVING BEEN DESTROYED DURING THE
 GD0175'GRADING OF THE BACKSLOPE.
 GD0175
 GD0175                          STATION RECOVERY (1968)
 GD0175
 GD0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GD0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0301 ***********************************************************************
 GD0301  DESIGNATION -  CRC 5
 GD0301  PID         -  GD0301
 GD0301  STATE/COUNTY-  TN/HENRY
 GD0301  USGS QUAD   -  COMO (1985)
 GD0301
 GD0301                         *CURRENT SURVEY CONTROL
 GD0301  ___________________________________________________________________
 GD0301* NAD 83(1986)-  36 17 33.     (N)    088 30 33.     (W)     SCALED    
 GD0301* NAVD 88     -       139.646  (meters)     458.16   (feet)  ADJUSTED  
 GD0301  ___________________________________________________________________
 GD0301  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0301  DYNAMIC HT  -         139.532 (meters)     457.78  (feet)  COMP
 GD0301  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GD0301
 GD0301  VERT ORDER  -  FIRST     CLASS II
 GD0301
 GD0301.The horizontal coordinates were scaled from a topographic map and have
 GD0301.an estimated accuracy of +/- 6 seconds.
 GD0301
 GD0301.The orthometric height was determined by differential leveling
 GD0301.and adjusted by the National Geodetic Survey in June 1991..
 GD0301
 GD0301.The geoid height was determined by GEOID03.
 GD0301
 GD0301.The dynamic height is computed by dividing the NAVD 88
 GD0301.geopotential number by the normal gravity value computed on the
 GD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0301.degrees latitude (g = 980.6199 gals.).
 GD0301
 GD0301.The modeled gravity was interpolated from observed gravity values.
 GD0301
 GD0301;                    North         East    Units  Estimated Accuracy
 GD0301;SPC TN       -   220,260.      374,630.      MT  (+/- 180 meters Scaled)
 GD0301
 GD0301                          SUPERSEDED SURVEY CONTROL
 GD0301
 GD0301  NGVD 29 (??/??/??)  139.681  (m)          458.27   (f) ADJUSTED    1 2
 GD0301
 GD0301.Superseded values are not recommended for survey control.
 GD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0301.See file dsdata.txt to determine how the superseded data were derived.
 GD0301
 GD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF644174(NAD 83)
 GD0301_MARKER: DD = SURVEY DISK
 GD0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0301_STAMPING: CRC 5 1948
 GD0301_MARK LOGO: TVA   
 GD0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0301+STABILITY: SURFACE MOTION
 GD0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0301+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0301
 GD0301  HISTORY     - Date     Condition        Report By
 GD0301  HISTORY     - 1948     MONUMENTED       TVA
 GD0301  HISTORY     - 1967     GOOD             CGS
 GD0301  HISTORY     - 20020826 GOOD             USACE
 GD0301
 GD0301                          STATION DESCRIPTION
 GD0301
 GD0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0301'10.3 MI W FROM PARIS.
 GD0301'THIS MARK IS ABOUT 10.3 MILES WEST ALONG STATE ROUTE 54 FROM THE
 GD0301'HENRY COUNTY COURTHOUSE IN PARIS, ABOUT 0.1 MILE EAST OF THE MAIN
 GD0301'CROSSROAD IN THE SMALL COMMUNITY OF COMO, 63.5 FEET NORTHWEST OF
 GD0301'THE NORTHWEST CORNER OF A PORCH ON A 1 1/2 STORY, FRAME HOUSE, 25
 GD0301'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 5.5 FEET
 GD0301'NORTH OF THE NORTHWEST CORNER POST OF THE YARD, AND 1.5 FEET
 GD0301'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A TENNESSEE VALLEY
 GD0301'AUTHORITY DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 GD0301'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED CRC 5
 GD0301'1948.
 GD0301
 GD0301                          STATION RECOVERY (2002)
 GD0301
 GD0301'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0300 ***********************************************************************
 GD0300  DESIGNATION -  CRC 6
 GD0300  PID         -  GD0300
 GD0300  STATE/COUNTY-  TN/HENRY
 GD0300  USGS QUAD   -  COMO (1985)
 GD0300
 GD0300                         *CURRENT SURVEY CONTROL
 GD0300  ___________________________________________________________________
 GD0300* NAD 83(1986)-  36 17 35.     (N)    088 30 42.     (W)     SCALED    
 GD0300* NAVD 88     -       138.228  (meters)     453.50   (feet)  ADJUSTED  
 GD0300  ___________________________________________________________________
 GD0300  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0300  DYNAMIC HT  -         138.115 (meters)     453.13  (feet)  COMP
 GD0300  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GD0300
 GD0300  VERT ORDER  -  FIRST     CLASS II
 GD0300
 GD0300.The horizontal coordinates were scaled from a topographic map and have
 GD0300.an estimated accuracy of +/- 6 seconds.
 GD0300
 GD0300.The orthometric height was determined by differential leveling
 GD0300.and adjusted by the National Geodetic Survey in June 1991..
 GD0300
 GD0300.The geoid height was determined by GEOID03.
 GD0300
 GD0300.The dynamic height is computed by dividing the NAVD 88
 GD0300.geopotential number by the normal gravity value computed on the
 GD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0300.degrees latitude (g = 980.6199 gals.).
 GD0300
 GD0300.The modeled gravity was interpolated from observed gravity values.
 GD0300
 GD0300;                    North         East    Units  Estimated Accuracy
 GD0300;SPC TN       -   220,330.      374,410.      MT  (+/- 180 meters Scaled)
 GD0300
 GD0300                          SUPERSEDED SURVEY CONTROL
 GD0300
 GD0300  NGVD 29 (??/??/??)  138.263  (m)          453.62   (f) ADJUSTED    1 2
 GD0300
 GD0300.Superseded values are not recommended for survey control.
 GD0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0300.See file dsdata.txt to determine how the superseded data were derived.
 GD0300
 GD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF642175(NAD 83)
 GD0300_MARKER: DD = SURVEY DISK
 GD0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0300_STAMPING: CRC 6 1948
 GD0300_MARK LOGO: TVA   
 GD0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0300+STABILITY: SURFACE MOTION
 GD0300
 GD0300  HISTORY     - Date     Condition        Report By
 GD0300  HISTORY     - 1948     MONUMENTED       TVA
 GD0300  HISTORY     - 1949     GOOD             CGS
 GD0300  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0300
 GD0300                          STATION DESCRIPTION
 GD0300
 GD0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0300'10.4 MI W FROM PARIS.
 GD0300'ABOUT 10.4 MILES WEST ALONG STATE HIGHWAY 54 FROM THE COURT
 GD0300'HOUSE AT PARIS, AT THE MAIN CROSSROADS AT COMO, ABOUT 0.65 MILE
 GD0300'EAST OF THE HENRY-WEAKLEY COUNTY LINE, 22 FEET NORTH OF THE CENTER
 GD0300'LINE OF THE HIGHWAY, 80 FEET EAST OF THE CENTER LINE OF THE ROAD
 GD0300'NORTH, 44 FEET EAST OF THE PROLONGED CENTER LINE OF THE ROAD SOUTH,
 GD0300'15 FEET EAST-SOUTHEAST OF A POWER POLE, 70 FEET WEST-SOUTHWEST
 GD0300'OF THE SOUTHWEST PORCH CORNER OF A HOUSE, ABOUT LEVEL WITH THE
 GD0300'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0300'INCHES.  NOTE-- A HOUSE HAS BEEN MOVED ONTO A LOT DIRECTLY N OF
 GD0300'THE ORIGINAL SITE OF THE MARK, AND THE AREA HAS BEEN GRADED AND
 GD0300'A DRIVEWAY BUILT INTO THIS HOUSE.  ACCORDING TO THE OLD DISTANCE
 GD0300'MEASUREMENTS SHOWN FOR THIS MARK, IT WOULD NOW FALL IN THE BOTTOM
 GD0300'OF A THREE FOOT DEEP DITCH ALONG THE N SIDE OF THE HIGHWAY.
 GD0300
 GD0300                          STATION RECOVERY (1967)
 GD0300
 GD0300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0087 ***********************************************************************
 GC0087  DESIGNATION -  CREEK
 GC0087  PID         -  GC0087
 GC0087  STATE/COUNTY-  TN/SUMNER
 GC0087  USGS QUAD   -  PETROLEUM (1994)
 GC0087
 GC0087                         *CURRENT SURVEY CONTROL
 GC0087  ___________________________________________________________________
 GC0087* NAD 83(1986)-  36 37 40.     (N)    086 14 28.     (W)     SCALED    
 GC0087* NAVD 88     -       239.881  (meters)     787.01   (feet)  ADJUSTED  
 GC0087  ___________________________________________________________________
 GC0087  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0087  DYNAMIC HT  -         239.688 (meters)     786.38  (feet)  COMP
 GC0087  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GC0087
 GC0087  VERT ORDER  -  SECOND    CLASS 0
 GC0087
 GC0087.The horizontal coordinates were scaled from a topographic map and have
 GC0087.an estimated accuracy of +/- 6 seconds.
 GC0087
 GC0087.The orthometric height was determined by differential leveling
 GC0087.and adjusted by the National Geodetic Survey in June 1991..
 GC0087
 GC0087.The geoid height was determined by GEOID03.
 GC0087
 GC0087.The dynamic height is computed by dividing the NAVD 88
 GC0087.geopotential number by the normal gravity value computed on the
 GC0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0087.degrees latitude (g = 980.6199 gals.).
 GC0087
 GC0087.The modeled gravity was interpolated from observed gravity values.
 GC0087
 GC0087;                    North         East    Units  Estimated Accuracy
 GC0087;SPC TN       -   254,600.      578,430.      MT  (+/- 180 meters Scaled)
 GC0087
 GC0087                          SUPERSEDED SURVEY CONTROL
 GC0087
 GC0087  NGVD 29 (??/??/??)  240.03   (m)          787.5    (f) RESET       3  
 GC0087
 GC0087.Superseded values are not recommended for survey control.
 GC0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0087.See file dsdata.txt to determine how the superseded data were derived.
 GC0087
 GC0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF678538(NAD 83)
 GC0087_MARKER: DD = SURVEY DISK
 GC0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0087_STAMPING: CREEK 1961
 GC0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0087+STABILITY: SURFACE MOTION
 GC0087
 GC0087  HISTORY     - Date     Condition        Report By
 GC0087  HISTORY     - 1961     MONUMENTED       TNHD
 GC0087
 GC0087                          STATION DESCRIPTION
 GC0087
 GC0087'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0087'7 MI N FROM WESTMORELAND.
 GC0087'FROM THE JUNCTION OF STATE ROUTE 52 AND STATE ROUTE 6 AT
 GC0087'WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 4.5 MILES TO A ROAD
 GC0087'RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR 1.6 MILES TO A ROAD
 GC0087'RIGHT, TURN RIGHT AND GO EAST FOR 0.6 MILE TO A T-INTERSECTION,
 GC0087'TURN LEFT AND GO NORTH FOR 0.5 MILE TO THE GARRETT CREEK CHURCH
 GC0087'AND A TRACK ROAD LEFT.  HERE TURN LEFT ON THE TRACK ROAD AND
 GC0087'GO NORTHWESTERLY FOR 0.1 MILE TO A BARN, FOLLOW TRACK ROAD LEFT,
 GC0087'WESTERLY, AROUND A FIELD FOR 0.1 MILE TO A Y-INTERSECTION, TURN
 GC0087'RIGHT, NORTHEASTERLY, AND GO 0.2 MILE TO A TRACK ROAD RIGHT,
 GC0087'TURN RIGHT, SOUTH, AND GO 0.2 MILE TO THE STATION.  THE STATION
 GC0087'IS 150 FEET SOUTHWEST OF AN 8-INCH SYCAMORE TREE, 58 FEET EAST
 GC0087'OF A 4-INCH BIRCH TREE, 2 FEET SOUTHEAST OF A WITNESS POST,
 GC0087'AND SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2088 ***********************************************************************
 GC2088  DESIGNATION -  CREEK
 GC2088  PID         -  GC2088
 GC2088  STATE/COUNTY-  TN/SUMNER
 GC2088  USGS QUAD   -  PETROLEUM (1994)
 GC2088
 GC2088                         *CURRENT SURVEY CONTROL
 GC2088  ___________________________________________________________________
 GC2088* NAD 83(1995)-  36 37 40.89185(N)    086 14 28.35734(W)     ADJUSTED  
 GC2088* NAVD 88     -       239.88   (+/-2cm)     787.0    (feet)  VERTCON   
 GC2088  ___________________________________________________________________
 GC2088  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GC2088  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC2088
 GC2088  HORZ ORDER  -  SECOND
 GC2088  VERT ORDER  -  THIRD ? (See Below)
 GC2088
 GC2088.The horizontal coordinates were established by classical geodetic methods
 GC2088.and adjusted by the National Geodetic Survey in April 1999..
 GC2088
 GC2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2088.The vertical order pertains to the NGVD 29 superseded value.
 GC2088
 GC2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2088
 GC2088.The geoid height was determined by GEOID03.
 GC2088
 GC2088;                    North         East     Units Scale Factor Converg.
 GC2088;SPC TN       -   254,629.973   578,424.393   MT  1.00004432   -0 08 28.4
 GC2088;SPC TN       -   835,398.50  1,897,714.03   sFT  1.00004432   -0 08 28.4
 GC2088;SPC KY1Z     - 1,032,823.559 1,456,058.532   MT  1.00014001   -0 18 05.7
 GC2088;SPC KY1Z     - 3,388,521.96  4,777,085.37   sFT  1.00014001   -0 18 05.7
 GC2088;SPC KY S     -   532,817.452   456,063.765   MT  1.00002078   -0 17 52.4
 GC2088;SPC KY S     - 1,748,085.26  1,496,269.20   sFT  1.00002078   -0 17 52.4
 GC2088;UTM  16      - 4,053,877.353   567,842.144   MT  0.99965670   +0 27 09.8
 GC2088
 GC2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2088!SPC TN       -   0.99996701  x   1.00004432  =   1.00001132
 GC2088!SPC KY1Z     -   0.99996701  x   1.00014001  =   1.00010701
 GC2088!SPC KY S     -   0.99996701  x   1.00002078  =   0.99998778
 GC2088!UTM  16      -   0.99996701  x   0.99965670  =   0.99962372
 GC2088
 GC2088|---------------------------------------------------------------------|
 GC2088| PID    Reference Object                     Distance      Geod. Az  |
 GC2088|                                                           dddmmss.s |
 GC2088| GC0086 CREEK RM 1                           10.702 METERS 10639     |
 GC2088| GC0088 CREEK RM 2                           14.301 METERS 18750     |
 GC2088| GC0079 TENTUCK                             APPROX. 1.5 KM 3541208.5 |
 GC2088|---------------------------------------------------------------------|
 GC2088
 GC2088                          SUPERSEDED SURVEY CONTROL
 GC2088
 GC2088  NAD 83(1995)-  36 37 40.89194(N)    086 14 28.35745(W) AD(       ) 2
 GC2088  NAD 83(1995)-  36 37 40.90120(N)    086 14 28.36083(W) AD(       ) 2
 GC2088  NAD 83(1986)-  36 37 40.90172(N)    086 14 28.36085(W) AD(       ) 2
 GC2088  NAD 27      -  36 37 40.75030(N)    086 14 28.40670(W) AD(       ) 2
 GC2088  NGVD 29 (07/19/86)  239.99   (m)          787.4    (f) LEVELING    3  
 GC2088
 GC2088.Superseded values are not recommended for survey control.
 GC2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2088.See file dsdata.txt to determine how the superseded data were derived.
 GC2088
 GC2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6784253877(NAD 83)
 GC2088_MARKER: DD = SURVEY DISK
 GC2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2088
 GC2088  HISTORY     - Date     Condition        Report By
 GC2088  HISTORY     - 1961     MONUMENTED       TNHD
 GC2088
 GC2088                          STATION DESCRIPTION
 GC2088
 GC2088'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2088'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF WESTMORELAND.
 GC2088'
 GC2088'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 52 AND
 GC2088'STATE ROUTE NO. 6 AT WESTMORELAND, GO NORTH ON STATE ROUTE NO. 6
 GC2088'FOR 4.5 MILES TO A ROAD RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR
 GC2088'1.55 MILES TO A ROAD RIGHT, TURN RIGHT, EAST, AND GO 0.55 MILE TO A
 GC2088'T-INTERSECTION, TURN LEFT, NORTH, AND GO 0.5 MILE TO THE GARRETT
 GC2088'CREEK CHURCH AND A TRACK ROAD LEFT. HERE TURN LEFT ON THE TRACK
 GC2088'ROAD AND GO NORTHEASTERLY FOR 0.1 MILE TO A BARN, FOLLOW TRACK ROAD
 GC2088'LEFT, WESTERLY, AROUND A FIELD FOR 0.1 MILE TO A
 GC2088'Y-INTERSECTION, TURN RIGHT, NORTHEASTERLY, AND GO 0.15 MILE TO A
 GC2088'TRACK ROAD RIGHT, TURN RIGHT, SOUTH, AND GO 0.15 MILE TO THE
 GC2088'STATION AS DESCRIBED.
 GC2088'
 GC2088'THE STATION IS 150 FEET SOUTHWEST OF AN 8-INCH SYCAMORE TREE, 58 FEET
 GC2088'EAST OF A 4-INCH BIRCH TREE AND 2 FEET SOUTHEAST OF A WITNESS POST.
 GC2088'UNDERGROUND AND SURFACE MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2088'DEPARTMENT DISKS, STAMPED CREEK 1961.  THE UNDERGROUND MARK IS
 GC2088'ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE MARK DISK IS SET IN A
 GC2088'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2088'
 GC2088'REFERENCE MARK NO. 1 IS 23 FEET WEST OF A 4-INCH WILD CHERRY TREE AND
 GC2088'2 FEET NORTHWEST OF A SMALL CEDAR TREE. THE MARK IS A STANDARD
 GC2088'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2088'CONCRETE MONUMENT, AND THE DISK IS STAMPED CREEK RM-1 1961.
 GC2088'
 GC2088'REFERENCE MARK NO. 2 IS 45 FEET SOUTH OF A 3-INCH WALNUT TREE. THE
 GC2088'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2088'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2088'CREEK RM-2 1961.
 GC2088'
 GC2088'TRAVERSE STATION BOBI WILL SERVE AS AN AZIMUTH MARK. SEE DESCRIPTION
 GC2088'THEREOF.
 GC2088'
 GC2088'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0086 ***********************************************************************
 GC0086  DESIGNATION -  CREEK RM 1
 GC0086  PID         -  GC0086
 GC0086  STATE/COUNTY-  TN/SUMNER
 GC0086  USGS QUAD   -  PETROLEUM (1994)
 GC0086
 GC0086                         *CURRENT SURVEY CONTROL
 GC0086  ___________________________________________________________________
 GC0086* NAD 83(1986)-  36 37 40.     (N)    086 14 28.     (W)     SCALED    
 GC0086* NAVD 88     -       238.750  (meters)     783.30   (feet)  ADJUSTED  
 GC0086  ___________________________________________________________________
 GC0086  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0086  DYNAMIC HT  -         238.559 (meters)     782.67  (feet)  COMP
 GC0086  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GC0086
 GC0086  VERT ORDER  -  SECOND    CLASS 0
 GC0086
 GC0086.The horizontal coordinates were scaled from a topographic map and have
 GC0086.an estimated accuracy of +/- 6 seconds.
 GC0086
 GC0086.The orthometric height was determined by differential leveling
 GC0086.and adjusted by the National Geodetic Survey in June 1991..
 GC0086
 GC0086.The geoid height was determined by GEOID03.
 GC0086
 GC0086.The dynamic height is computed by dividing the NAVD 88
 GC0086.geopotential number by the normal gravity value computed on the
 GC0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0086.degrees latitude (g = 980.6199 gals.).
 GC0086
 GC0086.The modeled gravity was interpolated from observed gravity values.
 GC0086
 GC0086;                    North         East    Units  Estimated Accuracy
 GC0086;SPC TN       -   254,600.      578,430.      MT  (+/- 180 meters Scaled)
 GC0086
 GC0086                          SUPERSEDED SURVEY CONTROL
 GC0086
 GC0086  NGVD 29 (??/??/92)  238.856  (m)          783.65   (f) ADJ UNCH    2 0
 GC0086
 GC0086.Superseded values are not recommended for survey control.
 GC0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0086.See file dsdata.txt to determine how the superseded data were derived.
 GC0086
 GC0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF678538(NAD 83)
 GC0086_MARKER: DR = REFERENCE MARK DISK
 GC0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0086_STAMPING: CREEK RM-1 1961
 GC0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0086+STABILITY: SURFACE MOTION
 GC0086
 GC0086  HISTORY     - Date     Condition        Report By
 GC0086  HISTORY     - 1961     MONUMENTED       TNHD
 GC0086
 GC0086                          STATION DESCRIPTION
 GC0086
 GC0086'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0086'7 MI N FROM WESTMORELAND.
 GC0086'THIS MARK IS LOCATED AT THE CREEK 1961 STATION SITE, 23 FEET
 GC0086'WEST OF A 4-INCH WILD CHERRY TREE, 2 FEET NORTHWEST OF A SMALL
 GC0086'CEDAR TREE, 35 FEET WEST FROM THE STATION AND SET IN A 10-INCH
 GC0086'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0088 ***********************************************************************
 GC0088  DESIGNATION -  CREEK RM 2
 GC0088  PID         -  GC0088
 GC0088  STATE/COUNTY-  TN/SUMNER
 GC0088  USGS QUAD   -  PETROLEUM (1994)
 GC0088
 GC0088                         *CURRENT SURVEY CONTROL
 GC0088  ___________________________________________________________________
 GC0088* NAD 83(1986)-  36 37 40.     (N)    086 14 28.     (W)     SCALED    
 GC0088* NAVD 88     -       240.644  (meters)     789.51   (feet)  ADJUSTED  
 GC0088  ___________________________________________________________________
 GC0088  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0088  DYNAMIC HT  -         240.451 (meters)     788.88  (feet)  COMP
 GC0088  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GC0088
 GC0088  VERT ORDER  -  SECOND    CLASS 0
 GC0088
 GC0088.The horizontal coordinates were scaled from a topographic map and have
 GC0088.an estimated accuracy of +/- 6 seconds.
 GC0088
 GC0088.The orthometric height was determined by differential leveling
 GC0088.and adjusted by the National Geodetic Survey in June 1991..
 GC0088
 GC0088.The geoid height was determined by GEOID03.
 GC0088
 GC0088.The dynamic height is computed by dividing the NAVD 88
 GC0088.geopotential number by the normal gravity value computed on the
 GC0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0088.degrees latitude (g = 980.6199 gals.).
 GC0088
 GC0088.The modeled gravity was interpolated from observed gravity values.
 GC0088
 GC0088;                    North         East    Units  Estimated Accuracy
 GC0088;SPC TN       -   254,600.      578,430.      MT  (+/- 180 meters Scaled)
 GC0088
 GC0088                          SUPERSEDED SURVEY CONTROL
 GC0088
 GC0088  NGVD 29 (??/??/92)  240.750  (m)          789.86   (f) ADJ UNCH    2 0
 GC0088
 GC0088.Superseded values are not recommended for survey control.
 GC0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0088.See file dsdata.txt to determine how the superseded data were derived.
 GC0088
 GC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF678538(NAD 83)
 GC0088_MARKER: DR = REFERENCE MARK DISK
 GC0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0088_STAMPING: CREEK RM-2 1961
 GC0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0088+STABILITY: SURFACE MOTION
 GC0088
 GC0088  HISTORY     - Date     Condition        Report By
 GC0088  HISTORY     - 1961     MONUMENTED       TNHD
 GC0088
 GC0088                          STATION DESCRIPTION
 GC0088
 GC0088'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0088'7 MI N FROM WESTMORELAND.
 GC0088'THIS MARK IS LOCATED AT THE CREEK 1961 STATION SITE, 45 FEET
 GC0088'SOUTH OF A 3-INCH WALNUT TREE, 47 FEET SOUTH OF THE STATION,
 GC0088'AND SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0799 ***********************************************************************
 GC0799  DESIGNATION -  CRESCENT
 GC0799  PID         -  GC0799
 GC0799  STATE/COUNTY-  TN/DAVIDSON
 GC0799  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0799
 GC0799                         *CURRENT SURVEY CONTROL
 GC0799  ___________________________________________________________________
 GC0799* NAD 83(1995)-  36 12 40.22496(N)    086 43 59.17612(W)     ADJUSTED  
 GC0799* NAVD 88     -       167.210  (meters)     548.59   (feet)  ADJUSTED  
 GC0799  ___________________________________________________________________
 GC0799  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC0799  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0799  DYNAMIC HT  -         167.068 (meters)     548.12  (feet)  COMP
 GC0799  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GC0799
 GC0799  HORZ ORDER  -  SECOND
 GC0799  VERT ORDER  -  SECOND    CLASS 0
 GC0799
 GC0799.The horizontal coordinates were established by classical geodetic methods
 GC0799.and adjusted by the National Geodetic Survey in April 1999..
 GC0799
 GC0799.The orthometric height was determined by differential leveling
 GC0799.and adjusted by the National Geodetic Survey in June 1991..
 GC0799
 GC0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0799
 GC0799.The geoid height was determined by GEOID03.
 GC0799
 GC0799.The dynamic height is computed by dividing the NAVD 88
 GC0799.geopotential number by the normal gravity value computed on the
 GC0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0799.degrees latitude (g = 980.6199 gals.).
 GC0799
 GC0799.The modeled gravity was interpolated from observed gravity values.
 GC0799
 GC0799;                    North         East     Units Scale Factor Converg.
 GC0799;SPC TN       -   208,593.432   534,079.864   MT  0.99997000   -0 25 45.1
 GC0799;SPC TN       -   684,360.28  1,752,227.02   sFT  0.99997000   -0 25 45.1
 GC0799;UTM  16      - 4,007,404.115   523,990.391   MT  0.99960709   +0 09 27.6
 GC0799
 GC0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0799!SPC TN       -   0.99997837  x   0.99997000  =   0.99994837
 GC0799!UTM  16      -   0.99997837  x   0.99960709  =   0.99958547
 GC0799
 GC0799|---------------------------------------------------------------------|
 GC0799| PID    Reference Object                     Distance      Geod. Az  |
 GC0799|                                                           dddmmss.s |
 GC0799| GC0798 CRESCENT RM 1                        26.090 METERS 04246     |
 GC0799| GC0800 CRESCENT RM 2                        27.460 METERS 20011     |
 GC0799| GC0801 CRESCENT AZ MK                                     2063528.7 |
 GC0799|---------------------------------------------------------------------|
 GC0799
 GC0799                          SUPERSEDED SURVEY CONTROL
 GC0799
 GC0799  NAD 83(1995)-  36 12 40.22672(N)    086 43 59.17808(W) AD(       ) 2
 GC0799  NAD 83(1995)-  36 12 40.22942(N)    086 43 59.17803(W) AD(       ) 2
 GC0799  NAD 83(1986)-  36 12 40.23500(N)    086 43 59.17896(W) AD(       ) 2
 GC0799  NAD 27      -  36 12 40.04100(N)    086 43 59.18860(W) AD(       ) 2
 GC0799  NGVD 29 (??/??/92)  167.246  (m)          548.71   (f) ADJ UNCH    2 0
 GC0799
 GC0799.Superseded values are not recommended for survey control.
 GC0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0799.See file dsdata.txt to determine how the superseded data were derived.
 GC0799
 GC0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2399007404(NAD 83)
 GC0799_MARKER: DD = SURVEY DISK
 GC0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0799_STAMPING: CRESCENT 1961
 GC0799_MARK LOGO: TNHD  
 GC0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0799+STABILITY: SURFACE MOTION
 GC0799
 GC0799  HISTORY     - Date     Condition        Report By
 GC0799  HISTORY     - 1961     MONUMENTED       TNHD
 GC0799  HISTORY     - 1961     GOOD             TNHD
 GC0799  HISTORY     - 1967     GOOD             NGS
 GC0799  HISTORY     - 1967     GOOD             CGS
 GC0799
 GC0799                          STATION DESCRIPTION
 GC0799
 GC0799'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0799'5 MI NE FROM NASHVILLE.
 GC0799'FROM THE COURTHOUSE IN NASHVILLE, GO NORTHEAST ACROSS VICTORY
 GC0799'MEMORIAL BRIDGE ON MAIN STREET AND U.S. HIGHWAY 31E FOR 5.0
 GC0799'MILES TO THE INGLEWOOD METHODIST CHURCH AND THE MARK ON THE
 GC0799'LEFT.  THE MARK IS LOCATED 56 FEET NORTHWEST OF THE CENTERLINE
 GC0799'OF U.S. HIGHWAY 31E, 78 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GC0799'CHURCH, AND 18 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS
 GC0799'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0799'GROUND.
 GC0799
 GC0799                          STATION RECOVERY (1961)
 GC0799
 GC0799'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0799'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MADISON.
 GC0799'
 GC0799'TO REACH THE STATION FROM THE POST OFFICE IN MADISON, GO SOUTHWEST ON
 GC0799'U.S. HIGHWAY 31E FOR 3.6 MILES TO THE STATION ON THE RIGHT AS
 GC0799'DESCRIBED.
 GC0799'
 GC0799'THE STATION IS 56 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC0799'HIGHWAY 31E AND 17.1 FEET SOUTHEAST OF A WITNESS POST.  THE
 GC0799'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC0799'DEPARTMENT DISK STAMPED CRESCENT 1961.  THE UNDERGROUND MARK IS
 GC0799'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 GC0799'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0799'
 GC0799'REFERENCE MARK NO. 1 IS 37 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC0799'OF U.S. HIGHWAY 31E, 19 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GC0799'INGLEWOOD METHODIST CHURCH AND 4 FEET NORTH OF A TELEPHONE POLE.  THE
 GC0799'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC0799'FLUSH IN A DRILLED HOLE IN A SIDEWALK AND THE DISK IS STAMPED
 GC0799'CRESCENT RM-1 1961.
 GC0799'
 GC0799'REFERENCE MARK NO. 2 IS 40 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC0799'OF U.S. HIGHWAY 31E AND 4 FEET NORTH OF A POWER POLE.  THE MARK
 GC0799'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GC0799'DRILLED HOLE IN A SIDEWALK AND THE DISK IS STAMPED CRESCENT RM-2
 GC0799'1961.
 GC0799'
 GC0799'THE AZIMUTH MARK IS 55 FEET NORTH OF A PILLAR OF A RAILROAD OVERPASS,
 GC0799'31 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S.
 GC0799'HIGHWAY 31E AND 0.5 OF A FOOT SOUTH OF THE NORTH END OF THE MEDIAN
 GC0799'STRIP OF THE RAILROAD OVERPASS.  THE MEDIAN STRIP PROJECTS
 GC0799'8-INCHES ABOVE THE HIGHWAY PAVEMENT.  THE MARK IS A STANDARD
 GC0799'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED
 GC0799'HOLE IN THE NORTH END OF THE MEDIAN STRIP AND THE DISK IS STAMPED
 GC0799'CRESCENT AZI 1961.
 GC0799'
 GC0799'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 GC0799'HIGHWAY 31E FOR 0.2 MILE TO THE MARK AS DESCRIBED.
 GC0799'
 GC0799'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 GC0799
 GC0799                          STATION RECOVERY (1967)
 GC0799
 GC0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0799'RECOVERED IN GOOD CONDITION.
 GC0799
 GC0799                          STATION RECOVERY (1967)
 GC0799
 GC0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC0799'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0801 ***********************************************************************
 GC0801  DESIGNATION -  CRESCENT AZ MK
 GC0801  PID         -  GC0801
 GC0801  STATE/COUNTY-  TN/DAVIDSON
 GC0801  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0801
 GC0801                         *CURRENT SURVEY CONTROL
 GC0801  ___________________________________________________________________
 GC0801* NAD 83(1986)-  36 12 32.     (N)    086 44 05.     (W)     SCALED    
 GC0801* NAVD 88     -       161.817  (meters)     530.89   (feet)  ADJUSTED  
 GC0801  ___________________________________________________________________
 GC0801  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0801  DYNAMIC HT  -         161.679 (meters)     530.44  (feet)  COMP
 GC0801  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GC0801
 GC0801  VERT ORDER  -  SECOND    CLASS 0
 GC0801
 GC0801.The horizontal coordinates were scaled from a topographic map and have
 GC0801.an estimated accuracy of +/- 6 seconds.
 GC0801
 GC0801.The orthometric height was determined by differential leveling
 GC0801.and adjusted by the National Geodetic Survey in June 1991..
 GC0801
 GC0801.The geoid height was determined by GEOID03.
 GC0801
 GC0801.The dynamic height is computed by dividing the NAVD 88
 GC0801.geopotential number by the normal gravity value computed on the
 GC0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0801.degrees latitude (g = 980.6199 gals.).
 GC0801
 GC0801.The modeled gravity was interpolated from observed gravity values.
 GC0801
 GC0801;                    North         East    Units  Estimated Accuracy
 GC0801;SPC TN       -   208,340.      533,930.      MT  (+/- 180 meters Scaled)
 GC0801
 GC0801                          SUPERSEDED SURVEY CONTROL
 GC0801
 GC0801  NGVD 29 (??/??/??)  161.88   (m)          531.1    (f) RESET       3  
 GC0801
 GC0801.Superseded values are not recommended for survey control.
 GC0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0801.See file dsdata.txt to determine how the superseded data were derived.
 GC0801
 GC0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF238071(NAD 83)
 GC0801_MARKER: DD = SURVEY DISK
 GC0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0801_SP_SET: OVERPASS
 GC0801_STAMPING: CRESCENT AZI 1961
 GC0801_MARK LOGO: TNHD  
 GC0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0801
 GC0801  HISTORY     - Date     Condition        Report By
 GC0801  HISTORY     - 1961     MONUMENTED       TNHD
 GC0801  HISTORY     - 1967     GOOD             NGS
 GC0801
 GC0801                          STATION DESCRIPTION
 GC0801
 GC0801'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0801'4.8 MI NE FROM NASHVILLE.
 GC0801'FROM THE COURTHOUSE IN NASHVILLE, GO NORTHEAST ACROSS VICTORY
 GC0801'MEMORIAL BRIDGE ON MAIN STREET AND U.S. HIGHWAY 31E FOR 4.8 MILES
 GC0801'TO A RR OVERPASS AND THE MARK IN THE CENTER OF U.S. HIGHWAY 31E
 GC0801'MEDIAN STRIP.  THE MARK IS LOCATED 54 FEET NORTH OF A COLUMN OF
 GC0801'A RR OVERPASS.  THE MARK IS CEMENTED FLUSH IN A DRILLED HOLE IN
 GC0801'THE MEDIAN STRIP.
 GC0801
 GC0801                          STATION RECOVERY (1967)
 GC0801
 GC0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0798 ***********************************************************************
 GC0798  DESIGNATION -  CRESCENT RM 1
 GC0798  PID         -  GC0798
 GC0798  STATE/COUNTY-  TN/DAVIDSON
 GC0798  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0798
 GC0798                         *CURRENT SURVEY CONTROL
 GC0798  ___________________________________________________________________
 GC0798* NAD 83(1986)-  36 12 40.     (N)    086 43 59.     (W)     SCALED    
 GC0798* NAVD 88     -       167.936  (meters)     550.97   (feet)  ADJUSTED  
 GC0798  ___________________________________________________________________
 GC0798  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0798  DYNAMIC HT  -         167.794 (meters)     550.50  (feet)  COMP
 GC0798  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GC0798
 GC0798  VERT ORDER  -  SECOND    CLASS 0
 GC0798
 GC0798.The horizontal coordinates were scaled from a topographic map and have
 GC0798.an estimated accuracy of +/- 6 seconds.
 GC0798
 GC0798.The orthometric height was determined by differential leveling
 GC0798.and adjusted by the National Geodetic Survey in June 1991..
 GC0798
 GC0798.The geoid height was determined by GEOID03.
 GC0798
 GC0798.The dynamic height is computed by dividing the NAVD 88
 GC0798.geopotential number by the normal gravity value computed on the
 GC0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0798.degrees latitude (g = 980.6199 gals.).
 GC0798
 GC0798.The modeled gravity was interpolated from observed gravity values.
 GC0798
 GC0798;                    North         East    Units  Estimated Accuracy
 GC0798;SPC TN       -   208,590.      534,080.      MT  (+/- 180 meters Scaled)
 GC0798
 GC0798                          SUPERSEDED SURVEY CONTROL
 GC0798
 GC0798  NGVD 29 (??/??/92)  167.972  (m)          551.09   (f) ADJ UNCH    2 0
 GC0798
 GC0798.Superseded values are not recommended for survey control.
 GC0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0798.See file dsdata.txt to determine how the superseded data were derived.
 GC0798
 GC0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF239073(NAD 83)
 GC0798_MARKER: DD = SURVEY DISK
 GC0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0798_SP_SET: SIDEWALK
 GC0798_STAMPING: CRESCENT RM-1 1961
 GC0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0798
 GC0798  HISTORY     - Date     Condition        Report By
 GC0798  HISTORY     - 1961     MONUMENTED       TNHD
 GC0798  HISTORY     - 1967     GOOD             NGS
 GC0798
 GC0798                          STATION DESCRIPTION
 GC0798
 GC0798'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0798'5 MI NE FROM NASHVILLE.
 GC0798'THIS MARK IS LOCATED AT THE CRESCENT 1961 STATION SITE, 37
 GC0798'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 19 FEET
 GC0798'EAST OF THE SOUTHEAST CORNER OF THE INGLEWOOD METHODIST CHURCH,
 GC0798'86 FEET NORTHEAST OF THE STATION, AND 4 FEET NORTH OF A TELEPHONE
 GC0798'POLE.  THE MARK IS CEMENTED FLUSH IN A DRILLED HOLE IN THE
 GC0798'SIDEWALK.
 GC0798
 GC0798                          STATION RECOVERY (1967)
 GC0798
 GC0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0800 ***********************************************************************
 GC0800  DESIGNATION -  CRESCENT RM 2
 GC0800  PID         -  GC0800
 GC0800  STATE/COUNTY-  TN/DAVIDSON
 GC0800  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0800
 GC0800                         *CURRENT SURVEY CONTROL
 GC0800  ___________________________________________________________________
 GC0800* NAD 83(1986)-  36 12 40.     (N)    086 43 59.     (W)     SCALED    
 GC0800* NAVD 88     -       166.539  (meters)     546.39   (feet)  ADJUSTED  
 GC0800  ___________________________________________________________________
 GC0800  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0800  DYNAMIC HT  -         166.397 (meters)     545.92  (feet)  COMP
 GC0800  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GC0800
 GC0800  VERT ORDER  -  SECOND    CLASS 0
 GC0800
 GC0800.The horizontal coordinates were scaled from a topographic map and have
 GC0800.an estimated accuracy of +/- 6 seconds.
 GC0800
 GC0800.The orthometric height was determined by differential leveling
 GC0800.and adjusted by the National Geodetic Survey in June 1991..
 GC0800
 GC0800.The geoid height was determined by GEOID03.
 GC0800
 GC0800.The dynamic height is computed by dividing the NAVD 88
 GC0800.geopotential number by the normal gravity value computed on the
 GC0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0800.degrees latitude (g = 980.6199 gals.).
 GC0800
 GC0800.The modeled gravity was interpolated from observed gravity values.
 GC0800
 GC0800;                    North         East    Units  Estimated Accuracy
 GC0800;SPC TN       -   208,590.      534,080.      MT  (+/- 180 meters Scaled)
 GC0800
 GC0800                          SUPERSEDED SURVEY CONTROL
 GC0800
 GC0800  NGVD 29 (??/??/92)  166.574  (m)          546.50   (f) ADJ UNCH    2 0
 GC0800
 GC0800.Superseded values are not recommended for survey control.
 GC0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0800.See file dsdata.txt to determine how the superseded data were derived.
 GC0800
 GC0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF239073(NAD 83)
 GC0800_MARKER: DD = SURVEY DISK
 GC0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0800_SP_SET: SIDEWALK
 GC0800_STAMPING: CRESCENT RM-2 1961
 GC0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0800
 GC0800  HISTORY     - Date     Condition        Report By
 GC0800  HISTORY     - 1961     MONUMENTED       TNHD
 GC0800  HISTORY     - 1967     GOOD             NGS
 GC0800
 GC0800                          STATION DESCRIPTION
 GC0800
 GC0800'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0800'5 MI NE FROM NASHVILLE.
 GC0800'THIS MARK IS LOCATED AT THE CRESCENT 1961 STATION SITE, 40 FEET
 GC0800'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 4 FEET NORTH OF
 GC0800'A POWER POLE, AND 90 FEET SOUTH OF THE STATION.  THE MARK IS
 GC0800'CEMENTED FLUSH IN A DRILLED HOLE IN THE SIDEWALK.
 GC0800
 GC0800                          STATION RECOVERY (1967)
 GC0800
 GC0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1006 ***********************************************************************
 FZ1006  DESIGNATION -  CRESS
 FZ1006  PID         -  FZ1006
 FZ1006  STATE/COUNTY-  TN/JOHNSON
 FZ1006  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ1006
 FZ1006                         *CURRENT SURVEY CONTROL
 FZ1006  ___________________________________________________________________
 FZ1006* NAD 83(1995)-  36 29 39.50748(N)    081 51 57.10363(W)     ADJUSTED  
 FZ1006* NAVD 88     -       972.014  (meters)    3189.02   (feet)  ADJUSTED  
 FZ1006  ___________________________________________________________________
 FZ1006  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 FZ1006  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1006  DYNAMIC HT  -         971.062 (meters)    3185.89  (feet)  COMP
 FZ1006  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 FZ1006
 FZ1006  HORZ ORDER  -  SECOND
 FZ1006  VERT ORDER  -  SECOND    CLASS 0
 FZ1006
 FZ1006.The horizontal coordinates were established by classical geodetic methods
 FZ1006.and adjusted by the National Geodetic Survey in April 1999..
 FZ1006
 FZ1006.The orthometric height was determined by differential leveling
 FZ1006.and adjusted by the National Geodetic Survey in June 1991..
 FZ1006
 FZ1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1006
 FZ1006.The geoid height was determined by GEOID03.
 FZ1006
 FZ1006.The dynamic height is computed by dividing the NAVD 88
 FZ1006.geopotential number by the normal gravity value computed on the
 FZ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1006.degrees latitude (g = 980.6199 gals.).
 FZ1006
 FZ1006.The modeled gravity was interpolated from observed gravity values.
 FZ1006
 FZ1006;                    North         East     Units Scale Factor Converg.
 FZ1006;SPC TN       -   247,586.718   970,304.363   MT  1.00001469   +2 25 13.0
 FZ1006;SPC TN       -   812,290.76  3,183,406.90   sFT  1.00001469   +2 25 13.0
 FZ1006;UTM  17      - 4,039,125.178   422,450.942   MT  0.99967409   -0 30 54.0
 FZ1006
 FZ1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1006!SPC TN       -   0.99985234  x   1.00001469  =   0.99986702
 FZ1006!UTM  17      -   0.99985234  x   0.99967409  =   0.99952647
 FZ1006
 FZ1006:                Primary Azimuth Mark                     Grid Az
 FZ1006:SPC TN       -  CRESS AZ MK                              008 17 41.5
 FZ1006:UTM  17      -  CRESS AZ MK                              011 13 48.5
 FZ1006
 FZ1006|---------------------------------------------------------------------|
 FZ1006| PID    Reference Object                     Distance      Geod. Az  |
 FZ1006|                                                           dddmmss.s |
 FZ1006| DC4027 CRESS AZ MK                                        0104254.5 |
 FZ1006| DC4028 CRESS RM 1                           10.863 METERS 13431     |
 FZ1006| DC4029 CRESS RM 2                           11.317 METERS 24428     |
 FZ1006| FZ2169 SHADY                               APPROX. 2.0 KM 2955555.5 |
 FZ1006|---------------------------------------------------------------------|
 FZ1006
 FZ1006                          SUPERSEDED SURVEY CONTROL
 FZ1006
 FZ1006  NAD 83(1995)-  36 29 39.51164(N)    081 51 57.10579(W) AD(       ) 2
 FZ1006  NAD 83(1995)-  36 29 39.51909(N)    081 51 57.10804(W) AD(       ) 2
 FZ1006  NAD 83(1986)-  36 29 39.51925(N)    081 51 57.10781(W) AD(       ) 2
 FZ1006  NAD 27      -  36 29 39.09666(N)    081 51 57.68343(W) AD(       ) 2
 FZ1006  NGVD 29 (??/??/92)  972.092  (m)         3189.27   (f) ADJ UNCH    2 0
 FZ1006
 FZ1006.Superseded values are not recommended for survey control.
 FZ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1006.See file dsdata.txt to determine how the superseded data were derived.
 FZ1006
 FZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2245139125(NAD 83)
 FZ1006_MARKER: DB = BENCH MARK DISK
 FZ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1006_STAMPING: CRESS 1934
 FZ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1006+STABILITY: SURFACE MOTION
 FZ1006
 FZ1006  HISTORY     - Date     Condition        Report By
 FZ1006  HISTORY     - 1934     MONUMENTED       CGS
 FZ1006  HISTORY     - 1934     GOOD             CGS
 FZ1006
 FZ1006                          STATION DESCRIPTION
 FZ1006
 FZ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ1006'ABOUT 31/2 MILES NORTH-NORTHWEST OF MOUNTAIN CITY, 5 FEET ABOVE AND
 FZ1006'39.7 FEET FROM
 FZ1006'CENTER LINE ON EAST EDGE OF RIGHT-OF-WAY OF U.S.
 FZ1006'ROUTE 421, AT VERTEX OF HAIRPIN
 FZ1006'CURVE ON SOUTHWEST SLOPE OF IRON
 FZ1006'MOUNTAIN, 19.1 FEET SOUTH OF POINT WHERE WOOD ROAD
 FZ1006'ENTERS HIGHWAY,
 FZ1006'84.5 FEET FROM SOUTH END POST OF GUARD RAIL ON DOWNWARD SIDE, 65.7
 FZ1006'FEET FROM EAST END
 FZ1006'POST GUARD RAIL ON UPWARD SIDE, AND 18.4 FEET
 FZ1006'NORTH OF 6-INCH, BLAZED CHESTNUT
 FZ1006'TREE.  TO REACH FROM COURTHOUSE IN
 FZ1006'MOUNTAIN CITY, GO WEST 5.2 MILES ON ROUTE 421 (OR
 FZ1006'0.9 MILE BEYOND
 FZ1006'UNAKA NATIONAL FOREST ENTRANCE SIGN) TO SHARP CURVE TO RIGHT, WOOD
 FZ1006'T-ROAD TO LEFT,
 FZ1006'6-INCH BLAZED CHESTNUT TREE, AND STATION SITE.
 FZ1006'SURFACE AND UNDERGROUND MARKS ARE
 FZ1006'STANDARD STATION DISKS IN CONCRETE, REFERENCE AND AZIMUTH MARKS ARE
 FZ1006'STANDARD REFERENCE
 FZ1006'DISKS IN CONCRETE,   NO.  1 IS IN SECOND-GROWTH HARDWOOD
 FZ1006'AND BRUSH, 16.4
 FZ1006'FEET FROM 4-INCH CHESTNUT TREE, AND 5 FEET BELOW AND
 FZ1006'35.64 FEET FROM STATION
 FZ1006'S 45 DEG 29 MIN E.  NO.  2 IS
 FZ1006'6 FEET BELOW AND 42.6 FEET FROM CENTER LINE
 FZ1006'OF HIGHWAY ON EDGE OF
 FZ1006'SIDE-SLOPE FILL, 12.4 FEET FROM 3-INCH DOGWOOD TREE ON EDGE OF
 FZ1006'WOODS, 33.6 FEET
 FZ1006'FROM EAST END POST OF GUARD RAIL ON UPHILL SIDE, AND 8 FEET
 FZ1006'BELOW AND 37.13 FEET FROM
 FZ1006'AZIMUTH MARK IS ON EDGE OF WOODS, 25 FEET
 FZ1006'ABOVE AND 36.7 FEET (SLOPE
 FZ1006'DISTANCE) NORTH OF CENTER LINE OF ROUTE 421, 19.5 FEET
 FZ1006'SOUTHEAST OF 4-
 FZ1006'INCH PINE TREE, 16.6 FEET SOUTHWEST OF 4-INCH PINE TREE, AND 400
 FZ1006'YARDS FROM STATION
 FZ1006'S 10 DEG 42 MIN W
 FZ1006'STATIONS SHADY, TROUT, AND BALD KNOB,
 FZ1006'(U.S.G.S.) ARE VISIBLE FROM GROUND.
 FZ1006
 FZ1006                          STATION RECOVERY (1934)
 FZ1006
 FZ1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FZ1006'5.1 MI NW FROM MOUNTAIN CITY.
 FZ1006'5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ1006'AT MOUNTAIN CITY, JOHNSON COUNTY, ON THE EAST SIDE OF THE HIGHWAY,
 FZ1006'AT THE POINT OF A HAIRPIN CURVE ON THE SOUTHEAST SLOPE OF IRON
 FZ1006'MOUNTAIN, 84.5 FEET FROM THE SOUTH END OF THE GUARDRAIL ON THE
 FZ1006'DOWNHILL SLOPE, 65.7 FEET FROM THE EAST END OF THE GUARDRAIL ON
 FZ1006'THE UPHILL SLOPE, 39.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FZ1006'19 FEET SOUTH OF THE POINT WHERE A WOODS ROAD ENTERS THE HIGHWAY,
 FZ1006'18.4 FEET NORTH OF A BLAZED 6-INCH CHESTNUT TREE, AND LEVEL WITH
 FZ1006'THE HIGHWAY.  A STANDARD TRIANGULATION-STATION DISK, STAMPED CRESS
 FZ1006'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2579 ***********************************************************************
 GB2579  DESIGNATION -  CREST
 GB2579  PID         -  GB2579
 GB2579  STATE/COUNTY-  TN/CAMPBELL
 GB2579  USGS QUAD   -  BLOCK (1979)
 GB2579
 GB2579                         *CURRENT SURVEY CONTROL
 GB2579  ___________________________________________________________________
 GB2579* NAD 83(1995)-  36 17 31.27151(N)    084 15 02.99842(W)     ADJUSTED  
 GB2579* NAVD 88     -       865.     (meters)    2838.     (feet)  SCALED    
 GB2579  ___________________________________________________________________
 GB2579  LAPLACE CORR-          -8.73  (seconds)                    DEFLEC99
 GB2579  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GB2579
 GB2579  HORZ ORDER  -  FIRST
 GB2579
 GB2579.The horizontal coordinates were established by classical geodetic methods
 GB2579.and adjusted by the National Geodetic Survey in April 1999..
 GB2579
 GB2579.The orthometric height was scaled from a topographic map.
 GB2579
 GB2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2579
 GB2579.The geoid height was determined by GEOID03.
 GB2579
 GB2579;                    North         East     Units Scale Factor Converg.
 GB2579;SPC TN       -   218,721.396   757,116.403   MT  0.99998027   +1 01 26.5
 GB2579;SPC TN       -   717,588.45  2,483,972.73   sFT  0.99998027   +1 01 26.5
 GB2579;UTM  16      - 4,019,845.957   746,887.794   MT  1.00035108   +1 37 41.0
 GB2579
 GB2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2579!SPC TN       -   0.99986892  x   0.99998027  =   0.99984919
 GB2579!UTM  16      -   0.99986892  x   1.00035108  =   1.00021995
 GB2579
 GB2579|---------------------------------------------------------------------|
 GB2579| PID    Reference Object                     Distance      Geod. Az  |
 GB2579|                                                           dddmmss.s |
 GB2579| DB9120 CREST RM 2                           23.723 METERS 16722     |
 GB2579| GB2580 HURRICANE                           APPROX. 2.5 KM 2360144.8 |
 GB2579| GB2581 TT 124 E                             79.401 METERS 31117     |
 GB2579| DB9119 CREST RM 1                           16.127 METERS 34924     |
 GB2579|---------------------------------------------------------------------|
 GB2579
 GB2579                          SUPERSEDED SURVEY CONTROL
 GB2579
 GB2579  NAD 83(1995)-  36 17 31.27360(N)    084 15 03.00092(W) AD(       ) 1
 GB2579  NAD 83(1995)-  36 17 31.27812(N)    084 15 03.00273(W) AD(       ) 1
 GB2579  NAD 83(1986)-  36 17 31.28167(N)    084 15 02.99942(W) AD(       ) 1
 GB2579  NAD 27      -  36 17 30.99500(N)    084 15 03.25600(W) AD(       ) 1
 GB2579
 GB2579.Superseded values are not recommended for survey control.
 GB2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2579.See file dsdata.txt to determine how the superseded data were derived.
 GB2579
 GB2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4688819846(NAD 83)
 GB2579_MARKER: DS = TRIANGULATION STATION DISK
 GB2579_SETTING: 0 = UNSPECIFIED SETTING
 GB2579
 GB2579  HISTORY     - Date     Condition        Report By
 GB2579  HISTORY     - 1935     MONUMENTED       CGS
 GB2579
 GB2579                          STATION DESCRIPTION
 GB2579
 GB2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2579'STATION IS ABOUT 100 YARDS SE OF THE POINT WHERE BEECH FORK-CARYVILLE
 GB2579'ROAD CROSSES THE
 GB2579'DIVIDE BETWEEN COVE CREEK AND BEECH FORK CREEK,
 GB2579'ABOUT 2 MILES SSW OF CARYVILLE AND
 GB2579'6 MILES NNW OF COAL CREEK, AIRLINE DISTANCES.
 GB2579'
 GB2579'STATION MARK IS A STANDARD BRONZE DISK SET IN A LARGE FLAT STONE,
 GB2579'30.5 FEET S OF
 GB2579'CENTER OF WOODS ROAD, 38 FEET SW OF TRIANGULAR BLAZED
 GB2579'24-INCH BLACK OAK TREE WHICH IS
 GB2579'ON THE N SIDE OF THE WOODS ROAD.
 GB2579'
 GB2579'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A BURIED ROCK
 GB2579'PROJECTING ABOUT 3
 GB2579'INCHES ABOVE THE GROUND.  IT IS NNW OF STATION, 5
 GB2579'PACES N OF CENTER OF WOODS ROAD.
 GB2579'
 GB2579'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A ROCK OUTCROP.
 GB2579'IT IS SSE OF THE
 GB2579'STATION AND 2 FEET LOWER IN ELEVATION.
 GB2579'
 GB2579'AZIMUTH MARK (TT 124-E 1930) IS NW OF STATION.  IT IS A STANDARD
 GB2579'U.S.G.S.  BRONZE
 GB2579'DISK SET IN CONCRETE POST 8 INCHES IN DIAMETER,
 GB2579'PROJECTING ABOUT 2 INCHES ABOVE THE
 GB2579'GROUND, 16.7 FEET WSW OF 20-INCH
 GB2579'OAK, WITH TRIANGULAR BLAZE, ON W SIDE, 21 FEET E OF
 GB2579'THE CARYVILLE
 GB2579'ROAD AND IN THE NE ANGLE OF THE INTERSECTION OF THE CARYVILLE ROAD
 GB2579'AND WOODS ROAD.
 GB2579'
 GB2579'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 GB2579'HIGHWAY 63, IN THE
 GB2579'E EDGE OF CARYVILLE, GO W ON STATE HIGHWAY 63 FOR
 GB2579'0.3 MILE TO WHERE IT TURNS (N) RIGHT,
 GB2579'CONTINUE STRAIGHT (W) FOR 0.25
 GB2579'MILE TO THE CARYVILLE RAILROAD STATION, CROSS TRACKS
 GB2579'JUST S OF
 GB2579'STATION AND GO 3.5 MILES TO CROSSROADS, KEEP STRAIGHT AHEAD ON MAIN
 GB2579'ROAD FOR 0.85 MILE
 GB2579'TO CROSSROADS AT TOP OF DIVIDE.  (TT 124-E 1930 IS
 GB2579'20 FEET NE OF THIS CROSS ROAD
 GB2579'INTERSECTION).  TURN LEFT (SE) AND GO
 GB2579'ABOUT 100 YARDS TO LARGE ROCK OUTCROP AND
 GB2579'STATION ON RIGHT.
 GB2579'
 GB2579'A 4-FOOT STAND IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2647 ***********************************************************************
 FB2647  DESIGNATION -  CREWES
 FB2647  PID         -  FB2647
 FB2647  STATE/COUNTY-  TN/KNOX
 FB2647  USGS QUAD   -  WILDWOOD (1988)
 FB2647
 FB2647                         *CURRENT SURVEY CONTROL
 FB2647  ___________________________________________________________________
 FB2647* NAD 83(1995)-  35 51 58.04935(N)    083 49 29.52968(W)     ADJUSTED  
 FB2647* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 FB2647  ___________________________________________________________________
 FB2647  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FB2647  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB2647
 FB2647  HORZ ORDER  -  SECOND
 FB2647
 FB2647.The horizontal coordinates were established by classical geodetic methods
 FB2647.and adjusted by the National Geodetic Survey in April 1999..
 FB2647
 FB2647.The orthometric height was scaled from a topographic map.
 FB2647
 FB2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2647
 FB2647.The geoid height was determined by GEOID03.
 FB2647
 FB2647;                    North         East     Units Scale Factor Converg.
 FB2647;SPC TN       -   172,244.544   796,422.456   MT  0.99994856   +1 16 24.3
 FB2647;SPC TN       -   565,105.64  2,612,929.34   sFT  0.99994856   +1 16 24.3
 FB2647;UTM  17      - 3,972,785.552   244,938.963   MT  1.00040171   -1 39 21.5
 FB2647
 FB2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2647!SPC TN       -   0.99993686  x   0.99994856  =   0.99988542
 FB2647!UTM  17      -   0.99993686  x   1.00040171  =   1.00033854
 FB2647
 FB2647|---------------------------------------------------------------------|
 FB2647| PID    Reference Object                     Distance      Geod. Az  |
 FB2647|                                                           dddmmss.s |
 FB2647| CZ4784 CREWES RM 2                          12.485 METERS 03807     |
 FB2647| CZ4783 CREWES RM 1                           9.336 METERS 27458     |
 FB2647| CZ4782 CREWES AZ MK                                       3241731.7 |
 FB2647|---------------------------------------------------------------------|
 FB2647
 FB2647                          SUPERSEDED SURVEY CONTROL
 FB2647
 FB2647  NAD 83(1995)-  35 51 58.05747(N)    083 49 29.52851(W) AD(       ) 2
 FB2647  NAD 83(1986)-  35 51 58.06296(N)    083 49 29.52710(W) AD(       ) 2
 FB2647  NAD 27      -  35 51 57.75700(N)    083 49 29.89300(W) AD(       ) 2
 FB2647
 FB2647.Superseded values are not recommended for survey control.
 FB2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2647.See file dsdata.txt to determine how the superseded data were derived.
 FB2647
 FB2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4493972786(NAD 83)
 FB2647_MARKER: DS = TRIANGULATION STATION DISK
 FB2647_SETTING: 80 = SET IN A BOULDER
 FB2647_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FB2647
 FB2647  HISTORY     - Date     Condition        Report By
 FB2647  HISTORY     - 1934     MONUMENTED       CGS
 FB2647  HISTORY     - 1950     MARK NOT FOUND   TVA
 FB2647  HISTORY     - 1963     POOR             CGS
 FB2647
 FB2647                          STATION DESCRIPTION
 FB2647
 FB2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FB2647'ABOUT 8-1/2 MILES SOUTHEAST OF KNOXVILLE, 7-1/4 MILES EAST-NORTHEAST
 FB2647'OF ROCKFORD, APPROXIMATELY ON KNOX-BLOUNT COUNTY LINE, ON HIGHEST
 FB2647'POINT OF KNOB LOCALLY KNOWN AS STIFF KNEE (HIGHEST POINT OF RIDGE
 FB2647'KNOWN AS BAYS MOUNTAIN), AND ON PROPERTY OF JACK SHULER.  TO
 FB2647'REACH FROM ANDREW JACKSON HOTEL IN KNOXVILLE, FOLLOW STATE ROUTE 35
 FB2647'EAST 10.6 MILES (0.2 MILE BEYOND RAILROAD CROSSING AND COUNTY
 FB2647'LINE), TURN RIGHT ONTO COUNTY ROAD AT BURNETTS CASH STORE AND GO 0.15
 FB2647'MILE TO T-ROAD, TURN RIGHT AND GO 1.35 MILES TO T-ROAD, TURN
 FB2647'RIGHT AND GO 1.0 MILE, TURN LEFT AND GO 0.85 MILE (0.05 MILE
 FB2647'BEYOND SAWMILL), TURN LEFT AND GO 0.15 MILE TO FENCE LINE (END OF
 FB2647'TRUCK TRAVEL), FOLLOW TRAIL STRAIGHT AHEAD UP RIDGE 1/3 MILE TO
 FB2647'STATION SITE 34.5 FEET SOUTH-SOUTHEAST OF 36-INCH ELM TREE AND 9 FEET
 FB2647'NORTHEAST OF 12-INCH TRIANGLE- BLAZED PINE TREE.  MARK IS STANDARD
 FB2647'STATION DISK IN BURIED STONE.  REFERENCE MARKS ARE STANDARD
 FB2647'REFERENCE DISKS IN BOULDERS. 1 IS ON DOWNWARD SLOPE,
 FB2647'5 FEET NORTH-NORTHWEST OF 30-INCH ELM TREE, AND 30.63 FEET FROM
 FB2647'STATION S 94 DEG 58 MIN W.  NO. 2 IS ALONG TOP OF RIDGE, 11
 FB2647'FEET EAST-NORTHEAST OF 36-INCH ELM TREE, AND 40.96 FEET FROM
 FB2647'STATION N 38 DEG 08 MIN E.  DISTANCE BETWEEN REFERENCE MARKS
 FB2647'NO. 1 AND NO. 2 IS 63.15 FEET.  AZIMUTH MARK IS STANDARD REFERENCE
 FB2647'DISK IN CONCRETE, ON PROPERTY OF MR. WHALAY, 18 FEET
 FB2647'NORTHWEST OF COUNTY ROAD, 18 FEET SOUTH-SOUTHWEST OF 8-INCH BLAZED
 FB2647'PINE TREE, 11 FEET SOUTHEAST OF FARM ROAD, AND ABOUT 1.0 MILE FROM
 FB2647'STATION N 35 DEG 43 MIN W.
 FB2647
 FB2647                          STATION RECOVERY (1950)
 FB2647
 FB2647'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (LDB)
 FB2647'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FB2647'ADEQUATE.  IT IS LOCATED 8-1/2 MILES SE OF KNOXVILLE.
 FB2647
 FB2647                          STATION RECOVERY (1963)
 FB2647
 FB2647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 FB2647'THE STATION WAS RECOVERED BUT IT HAS BEEN BATTERED AND IS A LITTLE
 FB2647'LOOSE.  THE REFERENCE MARKS WERE NOT FOUND, HOWEVER WE FOUND A DRILL
 FB2647'HOLE IN A ROCK AND A HOLE IN THE GROUND WHICH CORRESPONDS IN
 FB2647'AZIMUTH AND DISTANCE WITH THE REFERENCE MARKS.  IT IS SUGGESTED
 FB2647'THAT THE REFERENCE MARKS BE CONSIDERED DESTROYED.
 FB2647'
 FB2647'THE PREVIOUS DESCRIPTION IS NOT ADEQUATE AND A NEW ONE FOLLOWS--TO
 FB2647'REACH THE STATION FROM THE CENTER OF ROCKFORD GO SOUTH ON STATE
 FB2647'ROUTE 29 FOR 0.4 MILE, TURN LEFT ON PAVED ROAD AND GO 3.4 MILE TO Y
 FB2647'INTERSECTION, MAKE A LEFT AND GO 1.1 MILES TO T INTERSECTION
 FB2647'TURN LEFT, STAY ON THIS ROAD FOR 2.5 MILES THEN MAKE A SHARP
 FB2647'RIGHT AND CONTINUE ON THIS ROAD FOR 2.5 MILES, MAKE A LEFT AT
 FB2647'INTERSECTION AND GO 0.8 MILE TO GRAVEL ROAD, TURN LEFT AND FOLLOW
 FB2647'ROAD 0.6 MILE TO GRAVEL ROAD BY FARM BUILDINGS, TURN LEFT AND
 FB2647'FOLLOW GRAVEL ROAD FOR 0.5 MILE TO CAMP WITH OVAL DRIVE.  THIS IS
 FB2647'THE END OF TRUCK TRAVEL.  FROM DRIVE GO STRAIGHT UP THE MOUNTAIN TO
 FB2647'HIGHEST RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1799 ***********************************************************************
 FC1799  DESIGNATION -  CRISP
 FC1799  PID         -  FC1799
 FC1799  STATE/COUNTY-  TN/MCMINN
 FC1799  USGS QUAD   -  GOODFIELD (1990)
 FC1799
 FC1799                         *CURRENT SURVEY CONTROL
 FC1799  ___________________________________________________________________
 FC1799* NAD 83(1995)-  35 23 50.29959(N)    084 50 13.51942(W)     ADJUSTED  
 FC1799* NAVD 88     -       324.7    (meters)    1065.     (feet)  VERTCON   
 FC1799  ___________________________________________________________________
 FC1799  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FC1799  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC1799
 FC1799  HORZ ORDER  -  SECOND
 FC1799
 FC1799.The horizontal coordinates were established by classical geodetic methods
 FC1799.and adjusted by the National Geodetic Survey in April 1999..
 FC1799
 FC1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1799
 FC1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1799
 FC1799.The geoid height was determined by GEOID03.
 FC1799
 FC1799;                    North         East     Units Scale Factor Converg.
 FC1799;SPC TN       -   118,675.010   705,639.468   MT  0.99997727   +0 40 50.9
 FC1799;SPC TN       -   389,352.93  2,315,085.49   sFT  0.99997727   +0 40 50.9
 FC1799;UTM  16      - 3,919,252.336   696,425.962   MT  1.00007550   +1 15 11.7
 FC1799
 FC1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1799!SPC TN       -   0.99995378  x   0.99997727  =   0.99993105
 FC1799!UTM  16      -   0.99995378  x   1.00007550  =   1.00002927
 FC1799
 FC1799|---------------------------------------------------------------------|
 FC1799| PID    Reference Object                     Distance      Geod. Az  |
 FC1799|                                                           dddmmss.s |
 FC1799| CZ4786 CRISP RM 1                           71.704 METERS 11816     |
 FC1799| CZ4787 CRISP RM 2                           42.335 METERS 20232     |
 FC1799| CZ4785 CRISP AZ MK                                        2384034.1 |
 FC1799|---------------------------------------------------------------------|
 FC1799
 FC1799                          SUPERSEDED SURVEY CONTROL
 FC1799
 FC1799  NAD 83(1995)-  35 23 50.30274(N)    084 50 13.52028(W) AD(       ) 2
 FC1799  NAD 83(1995)-  35 23 50.30220(N)    084 50 13.52130(W) AD(       ) 2
 FC1799  NAD 83(1995)-  35 23 50.30245(N)    084 50 13.52095(W) AD(       ) 2
 FC1799  NAD 83(1986)-  35 23 50.30585(N)    084 50 13.51859(W) AD(       ) 2
 FC1799  NAD 27      -  35 23 50.04500(N)    084 50 13.71700(W) AD(       ) 2
 FC1799  NGVD 29 (07/19/86)  324.8    (m)         1066.     (f) VERT ANG       
 FC1799
 FC1799.Superseded values are not recommended for survey control.
 FC1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1799.See file dsdata.txt to determine how the superseded data were derived.
 FC1799
 FC1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9642619252(NAD 83)
 FC1799_MARKER: DS = TRIANGULATION STATION DISK
 FC1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1799+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 FC1799
 FC1799  HISTORY     - Date     Condition        Report By
 FC1799  HISTORY     - 1934     MONUMENTED       CGS
 FC1799  HISTORY     - 1949     GOOD             TVA
 FC1799  HISTORY     - 1961     GOOD             CGS
 FC1799  HISTORY     - 20040607 GOOD             INDIV
 FC1799
 FC1799                          STATION DESCRIPTION
 FC1799
 FC1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1799'ABOUT 8-3/4 MILES NORTH-NORTHWEST OF CALHOUN, 8 MILES WEST-NORTHWEST
 FC1799'OF RICEVILLE, 3-3/4 MILES EAST OF BIG SPRINGS, ON HIGHEST POINT OF
 FC1799'HILL ALONG MCMINN RIDGE, AND ON PROPERTY OF J.H. CRISP.  TO REACH
 FC1799'FROM POST OFFICE AT BIG SPRINGS, FOLLOW ROUTE 58 NORTH 4.0
 FC1799'MILES, TURN RIGHT (EAST) ONTO ROUGH COUNTY ROAD AT TRIANGLE-BLAZED
 FC1799'OAK TREE ON LEFT, PROCEED 0.45 MILE AND BEAR RIGHT, CONTINUE 1.1
 FC1799'MILES TO FORKS WITH CHURCH ON RIGHT, TURN LEFT AND GO 1.45 MILES TO
 FC1799'T-ROAD, TURN RIGHT AND GO 1.0 MILE TO J.H. CRISPS HOME, TURN LEFT
 FC1799'ONTO FARM ROAD AND GO 0.3 MILE TO CREEK (END OF TRUCK TRAVEL),
 FC1799'AND FOLLOW TRAIL EAST UP RIDGE ABOUT 1/3 MILE TO STATION SITE IN
 FC1799'CULTIVATED FIELD, ABOUT 130 YARDS NORTH-NORTHWEST OF SMALL SHED,
 FC1799'50 YARDS SOUTH-SOUTHEAST OF WOODS, AND 130 FEET NORTH OF ORCHARD.
 FC1799'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1799'CONCRETE. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FC1799'REFERENCE DISKS IN CONCRETE, NO. 1 IS ABOUT 100
 FC1799'FEET WEST OF WOODS, 6 FEET NORTH OF EDGE OF ORCHARD, AND 235.25 FEET
 FC1799'FROM STATION NO. 2 IS 10 FEET
 FC1799'SOUTH OF EDGE OF ORCHARD AND 138.95 FEET FROM STATION
 FC1799'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF J.H. CRISPS
 FC1799'HOME, 35 FEET SOUTH OF FENCE CORNER, 20 FEET SOUTH OF FARM ROAD, 20
 FC1799'FEET WEST OF COUNTY ROAD, AND 1.0 MILE FROM STATION.
 FC1799
 FC1799                          STATION RECOVERY (1949)
 FC1799
 FC1799'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1799'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  STATION
 FC1799'DISK IS STAMPED CRISP 1934.
 FC1799'
 FC1799'A POST WAS SET 0.9 FOOT DUE E OF THE MONUMENT.
 FC1799
 FC1799                          STATION RECOVERY (1961)
 FC1799
 FC1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1799'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1799'RECOVERED AND IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK
 FC1799'WAS FOUND TO BE IN ERROR BY 08.0 SECONDS, A CHECK WAS MADE AND MEANED
 FC1799'THE FIRST RUN.  DUE TO ROAD CONSTRUCTION, IT IS POSSIBLE THE
 FC1799'MONUMENT COULD HAVE BEEN DISTURBED.
 FC1799'
 FC1799'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS.
 FC1799'
 FC1799'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF CALHOUN, 8 MILES
 FC1799'WEST OF RICEVILLE, 4 MILES EAST OF BIG SPRINGS AND THE HIGHEST
 FC1799'POINT ON MCMINN RIDGE AND ON THE PROPERTY OF MR. J. H. CRISP ABOUT
 FC1799'3/4 MILE NORTHEAST OF HIS HOME.
 FC1799'
 FC1799'TO REACH THE STATION FROM THE ENTRANCE TO THE BOWATER PAPER MILL
 FC1799'PLANT, GO NORTH ON U.S. HIGHWAY 11 FOR 0.8 MILE TO A SIDE ROAD ON
 FC1799'THE LEFT AND SIGN HIAWASSEE LAND COMPANY, TURN LEFT AND FOLLOW OILED
 FC1799'ROAD FOR 9.5 MILES TO A BRIDGE, CONTINUE 0.15 MILE TO A SIDE
 FC1799'ROAD ON THE RIGHT, TURN RIGHT ON OILED ROAD AND GO 2.3 MILES TO THE
 FC1799'AZIMUTH MARK ON THE LEFT, CONTINUE 0.3 MILE TO THE HOME OF MR.
 FC1799'J.H. CRISP, CONTINUE ON OILED ROAD FOR 1.1 MILE TO A T JUNCTION AND
 FC1799'THE END OF BLACK TOP, TURN RIGHT AND GO 0.05 MILE TO A SIDE ROAD
 FC1799'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A SIDE ROAD ON THE
 FC1799'RIGHT AND A SMALL BRIDGE, TURN RIGHT AND GO 0.7 MILE TO MR. F.M.
 FC1799'SEWELLS DRIVEWAY ON THE RIGHT, TURN RIGHT PASSING ON THE RIGHT SIDE
 FC1799'OF HOUSE AND TO THE LEFT OF THE BARN FOR 0.1 MILE, CONTINUE ON WOODS
 FC1799'ROAD FOR 0.2 MILE TO A T JUNCTION, TURN LEFT AND GO 0.4 MILE
 FC1799'ALONG TOP OF RIDGE TO AN OPEN FIELD, TURN RIGHT ALONG EDGE OF WOODS
 FC1799'FOR 0.05 MILE TO A GATE, PASS THROUGH THE GATE AND TURN LEFT, UP
 FC1799'HILL, FOR ABOUT 50 YARDS TO AN OPEN PASTURE, BEAR RIGHT AND GO 200
 FC1799'YARDS TO THE TOP OF THE HILL AND THE STATION.
 FC1799'
 FC1799'THE STATION IS 130 YARDS NORTH OF A SMALL SHED, 50 YARDS SOUTH OF THE
 FC1799'EDGE OF WOODS, 298 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FC1799'CEMETERY AND 240 FEET WEST OF A WIRE FENCE.  IT IS A STANDARD DISK,
 FC1799'PROJECTING 3 INCHES, AND IS STAMPED CRISP 1934.
 FC1799'
 FC1799'REFERENCE MARK NO. 1 IS 107 FEET NORTH OF THE NORTHWEST CORNER OF A
 FC1799'CEMETERY, 100 FEET WEST OF THE EDGE OF WOODS AND 5 FEET WEST OF A
 FC1799'FENCE LINE.  IT IS A STANDARD DISK, FLUSH, AND IS STAMPED CRISP NO 1
 FC1799'1934.
 FC1799'
 FC1799'REFERENCE MARK NO. 2 IS 50 YARDS EAST OF THE EDGE OF WOODS AND ON THE
 FC1799'SOUTHWEST SLOPE OF THE HILL.  IT IS A STANDARD DISK, PROJECTING 4
 FC1799'INCHES, AND IS STAMPED CRISP NO 2 1934.
 FC1799'
 FC1799'THE AZIMUTH MARK IS 18 FEET NORTHWEST OF THE APPROXIMATE CENTER OF AN
 FC1799'OILED ROAD, 7 FEET SOUTHWEST OF A CULVERT AND 1.7 FEET SOUTH OF A
 FC1799'METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK, PROJECTING
 FC1799'10 INCHES, AND IS STAMPED CRISP AZI 1934.
 FC1799'
 FC1799'HEIGHT OF LIGHT ABOVE STATION MARK 22.08 METERS.
 FC1799
 FC1799                          STATION RECOVERY (2004)
 FC1799
 FC1799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEL)
 FC1799'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 FC1799' 
 FC1799'REFERENCE MARK NO. 1 WAS FOUND BUT IS DESTROYED (MONUMENT LAYING ON
 FC1799'IT'S SIDE WITH DISK INTACT).
 FC1799'UPDATED DIRECTIONS TO THE STATION - FROM THE INTERSECTION OF MCMINN
 FC1799'COUNTY ROADS 42  AND 44 GO SOUTH ON CO. RD. NO. 42 100' TO NEW GRAVEL
 FC1799'ACCESS ROAD TO SEWELL CEMETARY ON THE RIGHT. PROCEED TO THE DEADEND AT
 FC1799'THE CEMETARY. PROCEED ON FOOT NW ABOUT 150' YARDS TO THE STATION ON
 FC1799'TOP OF THE HILL IN AN OPEN FIELD. THE STATION IS 1.0' EAST OF AN
 FC1799'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3512 ***********************************************************************
 GA3512  DESIGNATION -  CROCKETT
 GA3512  PID         -  GA3512
 GA3512  STATE/COUNTY-  TN/HAMBLEN
 GA3512  USGS QUAD   -  MORRISTOWN (1979)
 GA3512
 GA3512                         *CURRENT SURVEY CONTROL
 GA3512  ___________________________________________________________________
 GA3512* NAD 83(1995)-  36 13 40.84433(N)    083 19 57.57622(W)     ADJUSTED  
 GA3512* NAVD 88     -       594.9    (meters)    1952.     (feet)  VERTCON   
 GA3512  ___________________________________________________________________
 GA3512  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GA3512  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA3512
 GA3512  HORZ ORDER  -  SECOND
 GA3512
 GA3512.The horizontal coordinates were established by classical geodetic methods
 GA3512.and adjusted by the National Geodetic Survey in April 1999..
 GA3512
 GA3512.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3512
 GA3512.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3512
 GA3512.The geoid height was determined by GEOID03.
 GA3512
 GA3512;                    North         East     Units Scale Factor Converg.
 GA3512;SPC TN       -   213,482.516   839,766.590   MT  0.99997197   +1 33 41.6
 GA3512;SPC TN       -   700,400.55  2,755,134.22   sFT  0.99997197   +1 33 41.6
 GA3512;UTM  17      - 4,011,761.827   290,352.144   MT  1.00014157   -1 22 44.8
 GA3512
 GA3512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3512!SPC TN       -   0.99991152  x   0.99997197  =   0.99988349
 GA3512!UTM  17      -   0.99991152  x   1.00014157  =   1.00005308
 GA3512
 GA3512:                Primary Azimuth Mark                     Grid Az
 GA3512:SPC TN       -  SHORT RESET                              037 20 30.4
 GA3512:UTM  17      -  SHORT RESET                              040 16 56.8
 GA3512
 GA3512|---------------------------------------------------------------------|
 GA3512| PID    Reference Object                     Distance      Geod. Az  |
 GA3512|                                                           dddmmss.s |
 GA3512| GA3503 SHORT RESET                         APPROX.21.8 KM 0385412.0 |
 GA3512| DB9121 CROCKETT AZ MK                                     0495306.8 |
 GA3512| DB9122 CROCKETT RM 1                        18.490 METERS 16936     |
 GA3512| DB9123 CROCKETT RM 2                        14.890 METERS 23808     |
 GA3512|---------------------------------------------------------------------|
 GA3512
 GA3512                          SUPERSEDED SURVEY CONTROL
 GA3512
 GA3512  NAD 83(1995)-  36 13 40.84896(N)    083 19 57.57995(W) AD(       ) 2
 GA3512  NAD 83(1995)-  36 13 40.85418(N)    083 19 57.58233(W) AD(       ) 2
 GA3512  NAD 83(1995)-  36 13 40.85079(N)    083 19 57.57956(W) AD(       ) 2
 GA3512  NAD 83(1986)-  36 13 40.85421(N)    083 19 57.57884(W) AD(       ) 2
 GA3512  NAD 27      -  36 13 40.52500(N)    083 19 57.96100(W) AD(       ) 2
 GA3512  NGVD 29 (07/19/86)  595.0    (m)         1952.     (f) VERT ANG       
 GA3512
 GA3512.Superseded values are not recommended for survey control.
 GA3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3512.See file dsdata.txt to determine how the superseded data were derived.
 GA3512
 GA3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9035211762(NAD 83)
 GA3512_MARKER: DS = TRIANGULATION STATION DISK
 GA3512_SETTING: 66 = SET IN ROCK OUTCROP
 GA3512
 GA3512  HISTORY     - Date     Condition        Report By
 GA3512  HISTORY     - 1934     MONUMENTED       CGS
 GA3512  HISTORY     - 1949     GOOD             TVA
 GA3512  HISTORY     - 1963     GOOD             TNHD
 GA3512  HISTORY     - 1965     GOOD             CGS
 GA3512
 GA3512                          STATION DESCRIPTION
 GA3512
 GA3512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3512'ABOUT 2-1/2 MILES WEST-NORTHWEST OF MORRISTOWN, 0.25 MILE NORTH OF
 GA3512'HOME OF JIM EPPS,
 GA3512'ON HIGHEST PART OF AND NEAR WEST EDGE OF HIGH
 GA3512'CLEARED KNOLL, HIGHEST POINT OF
 GA3512'CROCKETT RIDGE, 120 FEET EAST OF ROW
 GA3512'OF SMALL TREES ON WEST EDGE OF SUMMIT, AND ON
 GA3512'PROPERTY OF I. F.
 GA3512'MILLER.  TO REACH FROM CENTER OF MORRISTOWN, FOLLOW U.S.  ROUTE
 GA3512'11 SOUTH 2.45
 GA3512'MILES TO GRAVEL ROAD, TURN WEST ONTO GRAVEL ROAD AND GO
 GA3512'2.05 MILES, TURN NORTH ALONG
 GA3512'SMALL CREEK ONTO ROUGH DIRT ROAD, GO 0.2
 GA3512'MILE, KEEP TO LEFT AROUND UNPAINTED HOUSE AND
 GA3512'CONTINUE ON WINDING
 GA3512'ROAD 0.7 MILE TO HOME OF JIM EPPS.  GO THROUGH HIS BARNYARD AND
 GA3512'PAST HOUSE 0.25
 GA3512'MILE TO SUMMIT OF HILL AND STATION.  MARK IS STANDARD
 GA3512'STATION DISK IN OUTCROPPING
 GA3512'BEDROCK.  REFERENCE AND AZIMUTH
 GA3512'MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK.
 GA3512'NO. 1 IS
 GA3512'IN LARGE OUTCROPPING ROCK PROJECTING ABOUT 2 FEET ABOVE GROUND
 GA3512'AND 60.65 FEET
 GA3512'FROM STATION S 10 DEG 23 MIN E.  NO. 2 IS
 GA3512'IN FLAT ROCK OUTCROP AND
 GA3512'48.85 FEET FROM STATION S 58 DEG 08 MIN W.
 GA3512'DISTANCE BETWEEN
 GA3512'REFERENCE MARKS NO. 1 AND NO.
 GA3512'2 IS 62.46 FEET.  AZIMUTH MARK IS ABOUT 200 FEET
 GA3512'NORTHEAST OF END OF
 GA3512'FARM ROAD, IN SOUTHWEST CORNER OF PEACH ORCHARD, IN SECOND ROW OF
 GA3512'TREES FROM WEST
 GA3512'EDGE, AND ABOUT 1,000 FEET FROM STATION N 49 DEG 53 MIN E.
 GA3512
 GA3512                          STATION RECOVERY (1949)
 GA3512
 GA3512'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CRC)
 GA3512'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED CROCKETT 1934,
 GA3512'DESCRIPTION IS
 GA3512'ADEQUATE.  STEEL POST WITH CONTROL MARKER SIGN SET 2
 GA3512'FEET SW OF CAP.
 GA3512'
 GA3512'STATION IS LOCATED 2.5 MILES WNW OF MORRISTOWN.
 GA3512
 GA3512                          STATION RECOVERY (1963)
 GA3512
 GA3512'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GA3512'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED.  THE
 GA3512'DISTANCE BETWEEN THE
 GA3512'REFERENCE MARKS CHECKED.  THE DISTANCE AND DIRECTION DID
 GA3512'NOT CHECK AND THE STATION IS
 GA3512'PRESUMED TO BE DISTURBED.  THE AZIMUTH
 GA3512'MARK WAS NOT RECOVERED.
 GA3512'
 GA3512'THE STATION IS ABOUT 2.5 MILES WEST-NORTHWEST OF MORRISTOWN, 0.25
 GA3512'MILE NORTH OF AN
 GA3512'ABANDONED FARM HOUSE ON THE HIGHEST PART OF AND NEAR THE
 GA3512'NORTHWEST EDGE OF A HIGH
 GA3512'CLEARED KNOLL, LOCALLY KNOWN AS CROCKETT
 GA3512'RIDGE AND OWNED BY I.F.  MILLER.
 GA3512'
 GA3512'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E, W. FIRST
 GA3512'STREET AND U.S.  HIGHWAY
 GA3512'25E IN MORRISTOWN, GO WESTERLY ON U.S.  HIGHWAY 11E
 GA3512'AND W.  FIRST STREET FOR 2.7 MILES
 GA3512'TO W.  ECONOMY ROAD ON THE RIGHT,
 GA3512'TURN RIGHT AND GO 0.9 MILE TO A T JUNCTION AND W.
 GA3512'ECONOMY ROAD TO
 GA3512'THE RIGHT AND A GRAVELED ROAD TO THE LEFT, TURN LEFT AND GO 0.85 MILE
 GA3512'TO A GRAVELED ROAD
 GA3512'ON THE RIGHT, TURN RIGHT AND GO 0.9 MILE TO A
 GA3512'TRACK ROAD RIGHT, UP HILL, TURN SHARP
 GA3512'RIGHT AND GO 0.45 MILE TO A T
 GA3512'JUNCTION, TURN RIGHT, PASS THROUGH TWO GATES AND GO 0.15
 GA3512'MILE TO AN
 GA3512'ABANDONED FARM HOUSE AND A BARN, CONTINUE FOR 0.2 MILE TO A FORK IN
 GA3512'THE FARM ROAD,
 GA3512'TURN LEFT AND GO IN A WESTERLY DIRECTION FOR 0.15 MILE
 GA3512'TO THE SUMMIT AND THE STATION.
 GA3512'
 GA3512'THE STATION IS ABOUT 150 YARDS NORTH OF A SMALL WHITE BUILDING, 98
 GA3512'FEET SOUTH OF THE SOUTH
 GA3512'EDGE OF A SMALL GROUP OF SUMAC BUSHES AND 2 FEET SOUTH
 GA3512'OF A WITNESS POST (TVA).  IT IS
 GA3512'A STANDARD TRIANGULATION DISK
 GA3512'CEMENTED IN A DRILLED HOLE IN A BOULDER WHICH
 GA3512'PROJECTS ABOUT 18
 GA3512'INCHES.  THE DISK IS STAMPED CROCKETT 1934.
 GA3512'
 GA3512'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 GA3512'DRILLED HOLE IN
 GA3512'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 24 INCHES.
 GA3512'THE DISK IS STAMPED
 GA3512'CROCKETT NO 1 1934.
 GA3512'
 GA3512'REFERENCE MARK NO. 2 IS 16 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT
 GA3512'IS A STANDARD REFERENCE
 GA3512'MARK DISK CEMENTED IN A DRILLED HOLE IN
 GA3512'OUTCROPPING BEDROCK WHICH PROJECTS
 GA3512'ABOUT 6 INCHES.  THE
 GA3512'DISK IS STAMPED CROCKETT NO 2 1934.
 GA3512'
 GA3512'TRAVERSE STATIONS SCARCE AND/OR TIE MAY SERVE AS THE AZIMUTH MARK.
 GA3512'SEE DESCRIPTION
 GA3512'
 GA3512'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3512'
 GA3512'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA3512
 GA3512                          STATION RECOVERY (1965)
 GA3512
 GA3512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GA3512'THIS STATION WAS RECOVERED AS DESCRIBED BY THE RECOVERY NOTE AS
 GA3512'WRITTEN BY THE TENNESSEE
 GA3512'HIGHWAY DEPARTMENT IN 1963, AND THE STATION TO-REACH IS
 GA3512'COMPLETELY ADEQUATE.
 GA3512'
 GA3512'UPON INSTRUCTION FROM THE WASHINGTON OFFICE, THE STAMPING OF THE
 GA3512'STATION MARK DISK WAS
 GA3512'ALTERED TO READ CROCKETT 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2412 ***********************************************************************
 FE2412  DESIGNATION -  CROCKETT
 FE2412  PID         -  FE2412
 FE2412  STATE/COUNTY-  TN/CROCKETT
 FE2412  USGS QUAD   -  MAURY CITY (1981)
 FE2412
 FE2412                         *CURRENT SURVEY CONTROL
 FE2412  ___________________________________________________________________
 FE2412* NAD 83(1995)-  35 52 05.93564(N)    089 09 42.25487(W)     ADJUSTED  
 FE2412* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2412  ___________________________________________________________________
 FE2412  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE2412  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2412
 FE2412  HORZ ORDER  -  SECOND
 FE2412
 FE2412.The horizontal coordinates were established by classical geodetic methods
 FE2412.and adjusted by the National Geodetic Survey in April 1999..
 FE2412
 FE2412.The orthometric height was scaled from a topographic map.
 FE2412
 FE2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2412
 FE2412.The geoid height was determined by GEOID03.
 FE2412
 FE2412;                    North         East     Units Scale Factor Converg.
 FE2412;SPC TN       -   174,916.574   314,517.258   MT  0.99994858   -1 51 03.6
 FE2412;SPC TN       -   573,872.13  1,031,878.70   sFT  0.99994858   -1 51 03.6
 FE2412;UTM  16      - 3,971,500.746   304,829.711   MT  1.00006939   -1 16 01.3
 FE2412
 FE2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2412!SPC TN       -   0.99998510  x   0.99994858  =   0.99993368
 FE2412!UTM  16      -   0.99998510  x   1.00006939  =   1.00005449
 FE2412
 FE2412:                Primary Azimuth Mark                     Grid Az
 FE2412:SPC TN       -  CROCKETT AZ MK                           006 26 52.6
 FE2412:UTM  16      -  CROCKETT AZ MK                           005 51 50.3
 FE2412
 FE2412|---------------------------------------------------------------------|
 FE2412| PID    Reference Object                     Distance      Geod. Az  |
 FE2412|                                                           dddmmss.s |
 FE2412| FE2862 CROCKETT AZ MK                                     0043549.0 |
 FE2412| FE2407 ALAMO MUNICIPAL TANK                APPROX.10.6 KM 1561439.7 |
 FE2412| FE2413 MAURY CITY MUN TANK                 APPROX. 8.3 KM 2252551.5 |
 FE2412| FE2860 CROCKETT RM 1                        26.210 METERS 23835     |
 FE2412| FE2411 CROCKETT MILLS CUPOLA                41.773 METERS 28203     |
 FE2412| FE2861 CROCKETT RM 2                        27.500 METERS 33419     |
 FE2412|---------------------------------------------------------------------|
 FE2412
 FE2412                          SUPERSEDED SURVEY CONTROL
 FE2412
 FE2412  NAD 83(1995)-  35 52 05.94008(N)    089 09 42.25716(W) AD(       ) 2
 FE2412  NAD 83(1986)-  35 52 05.94682(N)    089 09 42.25520(W) AD(       ) 2
 FE2412  NAD 27      -  35 52 05.68330(N)    089 09 42.00930(W) AD(       ) 2
 FE2412
 FE2412.Superseded values are not recommended for survey control.
 FE2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2412.See file dsdata.txt to determine how the superseded data were derived.
 FE2412
 FE2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0483071501(NAD 83)
 FE2412_MARKER: DS = TRIANGULATION STATION DISK
 FE2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2412_STAMPING: CROCKETT 1959
 FE2412_PROJECTION: FLUSH
 FE2412_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2412
 FE2412  HISTORY     - Date     Condition        Report By
 FE2412  HISTORY     - 1959     MONUMENTED       CGS
 FE2412  HISTORY     - 19961105 GOOD             USE
 FE2412
 FE2412                          STATION DESCRIPTION
 FE2412
 FE2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2412'THE STATION IS IN THE EASTERN EDGE OF CROCKETT MILLS, ON PROPERTY
 FE2412'OWNED BY MR. JOE CARTER. IT IS 108.7 FEET EAST OF THE SOUTHEAST
 FE2412'CORNER OF A PORCH, 76 FEET WEST OF A FENCE CORNER, 32 FEET SOUTH OF
 FE2412'THE CENTERLINE OF A DRIVEWAY AND 27 FEET EAST OF THE CENTERLINE OF
 FE2412'A DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CROCKETT
 FE2412'1959.
 FE2412'
 FE2412'TO REACH THE STATION FROM THE HAMLET ROBERTSON SCHOOL IN CROCKETT
 FE2412'MILLS, GO EAST ON A PAVED ROAD FOR 0.35 MILE TO A CROSSROAD.
 FE2412'TURN LEFT, NORTH, ON PAVED ROAD AND GO 0.15 MILE TO A DRIVEWAY ON THE
 FE2412'LEFT. *TURN LEFT INTO DRIVE AND GO WEST FOR 0.05 MILE TO THE STATION
 FE2412'ON THE LEFT.
 FE2412'
 FE2412'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON PAVED
 FE2412'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2412'
 FE2412'REFERENCE MARK 1 IS 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2412'PORCH, 24 FEET SOUTHEAST OF A LARGE PINE TREE AND 1 FOOT NORTH OF A
 FE2412'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CROCKETT NO 1
 FE2412'1959.
 FE2412'
 FE2412'REFERENCE MARK 2 IS 74 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2412'PORCH, 13 FEET SOUTHEAST OF A DRIVEWAY TO THE BARN, 10 FEET NORTH OF
 FE2412'THE CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTH OF A FENCE. THE
 FE2412'MONUMENT IS FLUSH AND THE DISK IS STAMPED CROCKETT NO 2 1959.
 FE2412'
 FE2412'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 FE2412'1 FOOT SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.
 FE2412'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CROCKETT 1959.
 FE2412'
 FE2412'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2412
 FE2412                          STATION RECOVERY (1996)
 FE2412
 FE2412'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 FE2412'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3513 ***********************************************************************
 GA3513  DESIGNATION -  CROCKETT 2
 GA3513  PID         -  GA3513
 GA3513  STATE/COUNTY-  TN/HAMBLEN
 GA3513  USGS QUAD   -  MORRISTOWN (1979)
 GA3513
 GA3513                         *CURRENT SURVEY CONTROL
 GA3513  ___________________________________________________________________
 GA3513* NAD 83(1995)-  36 13 40.89197(N)    083 19 57.61048(W)     ADJUSTED  
 GA3513* NAVD 88     -       594.9    (meters)    1952.     (feet)  VERTCON   
 GA3513  ___________________________________________________________________
 GA3513  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GA3513  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA3513
 GA3513  HORZ ORDER  -  SECOND
 GA3513
 GA3513.The horizontal coordinates were established by classical geodetic methods
 GA3513.and adjusted by the National Geodetic Survey in April 1999..
 GA3513
 GA3513.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3513
 GA3513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3513
 GA3513.The geoid height was determined by GEOID03.
 GA3513
 GA3513;                    North         East     Units Scale Factor Converg.
 GA3513;SPC TN       -   213,483.960   839,765.695   MT  0.99997198   +1 33 41.6
 GA3513;SPC TN       -   700,405.29  2,755,131.28   sFT  0.99997198   +1 33 41.6
 GA3513;UTM  17      - 4,011,763.316   290,351.323   MT  1.00014158   -1 22 44.8
 GA3513
 GA3513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3513!SPC TN       -   0.99991152  x   0.99997198  =   0.99988350
 GA3513!UTM  17      -   0.99991152  x   1.00014158  =   1.00005309
 GA3513
 GA3513:                Primary Azimuth Mark                     Grid Az
 GA3513:SPC TN       -  TIE                                      021 44 54.4
 GA3513:UTM  17      -  TIE                                      024 41 20.8
 GA3513
 GA3513|---------------------------------------------------------------------|
 GA3513| PID    Reference Object                     Distance      Geod. Az  |
 GA3513|                                                           dddmmss.s |
 GA3513| GA2134 TIE                                 APPROX.11.7 KM 0231836.0 |
 GA3513| DB9122 CROCKETT RM 1                        19.778 METERS 16729     |
 GA3513| DB9123 CROCKETT RM 2                        14.745 METERS 23225     |
 GA3513| GA3523 SCARCE                              APPROX.14.9 KM 3361130.9 |
 GA3513|---------------------------------------------------------------------|
 GA3513
 GA3513                          SUPERSEDED SURVEY CONTROL
 GA3513
 GA3513  NAD 83(1995)-  36 13 40.89595(N)    083 19 57.61365(W) AD(       ) 2
 GA3513  NAD 83(1995)-  36 13 40.90342(N)    083 19 57.60289(W) AD(       ) 2
 GA3513  NAD 83(1995)-  36 13 40.89734(N)    083 19 57.61355(W) AD(       ) 2
 GA3513  NAD 83(1986)-  36 13 40.89987(N)    083 19 57.61359(W) AD(       ) 2
 GA3513  NAD 27      -  36 13 40.56160(N)    083 19 57.99940(W) AD(       ) 2
 GA3513  NGVD 29 (07/19/86)  595.0    (m)         1952.     (f) VERT ANG       
 GA3513
 GA3513.Superseded values are not recommended for survey control.
 GA3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3513.See file dsdata.txt to determine how the superseded data were derived.
 GA3513
 GA3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9035111763(NAD 83)
 GA3513_MARKER: DS = TRIANGULATION STATION DISK
 GA3513_SETTING: 80 = SET IN A BOULDER
 GA3513_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3513
 GA3513  HISTORY     - Date     Condition        Report By
 GA3513  HISTORY     - 1965     MONUMENTED       CGS
 GA3513
 GA3513                          STATION DESCRIPTION
 GA3513
 GA3513'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GA3513'THE STATION IS LOCATED ON THE PROPERTY OF MR. I. F. MILLER ABOUT 2.5
 GA3513'MILES WEST-NORTHWEST OF
 GA3513'MORRISTOWN, 0.25 MILE NORTH OF AN ABANDONED FARM
 GA3513'HOUSE AND ON THE HIGH POINT AND NEAR
 GA3513'THE NORTHWEST EDGE OF A HIGH,
 GA3513'CLEARED KNOLL, KNOWN LOCALLY AS CROCKETT RIDGE.
 GA3513'
 GA3513'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E AND U.S.
 GA3513'HIGHWAY 25E IN
 GA3513'MORRISTOWN, GO WESTERLY ON U.S.  HIGHWAY 11E (THIS IS
 GA3513'W.  FIRST STREET), FOR 2.7 MILES
 GA3513'TO W.  ECONOMY ROAD ON THE RIGHT.
 GA3513'HERE TURN RIGHT AND GO NORTH ON W.  ECONOMY ROAD
 GA3513'FOR 0.9 MILE TO A T
 GA3513'JUNCTION WHERE E, ECONOMY ROAD GOES RIGHT AND A GRAVELED ROAD GOES
 GA3513'LEFT, TURN LEFT
 GA3513'AND GO WEST AND NORTH ON THE GRAVELED ROAD FOR 0.85
 GA3513'MILE TO A GRAVELED ROAD RIGHT JUST
 GA3513'AFTER PASSING A SMALL FRAME HOUSE
 GA3513'ON THE RIGHT, TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.9
 GA3513'MILE TO A TRACK ROAD SHARP RIGHT.  HERE TURN SHARP RIGHT AND GO
 GA3513'SOUTHERLY FOR 0.45
 GA3513'MILE TO A TRACK ROAD ON THE LEFT, TURN PASSING
 GA3513'THROUGH A WIRE GATE AND GO 0.15 MILE
 GA3513'TO AN ABANDONED FARM HOUSE, KEEP
 GA3513'LEFT ALONG THE NORTH SIDE OF THE FARM HOUSE AND GO EAST
 GA3513'AND NORTH ON
 GA3513'TRACK ROAD FOR 0.2 MILE TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT
 GA3513'AND GO WESTERLY ON
 GA3513'THIS DIM TRACK ROAD FOR 0.15 MILE TO THE SUMMIT OF
 GA3513'THE KNOLL AND THE STATION AS DESCRIBED.
 GA3513'
 GA3513'THE STATION IS ABOUT 150 YARDS NORTH OF A SMALL WHITE BUILDING
 GA3513'CONSTRUCTED OF CONCRETE
 GA3513'BLOCKS, 98 FEET SOUTH OF THE SOUTH EDGE OF A SUMAC THICKET
 GA3513'AND 2.0 FEET SOUTH OF A
 GA3513'METAL WITNESS POST AND SIGN.  (TVA).  IT IS A
 GA3513'STANDARD TRIANGULATION STATION DISK
 GA3513'CEMENTED IN A DRILL HOLE IN A
 GA3513'LARGE BOULDER THAT PROJECTS ABOUT 18 INCHES AND THE
 GA3513'DISK IS STAMPED CROCKETT 2 1963.
 GA3513'
 GA3513'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 GA3513'DRILL HOLE IN A LARGE
 GA3513'ROCK OUTCROP WHICH PROJECTS ABOUT 24 INCHES AND THE
 GA3513'DISK IS STAMPED CROCKETT NO 1 1934.
 GA3513'
 GA3513'REFERENCE MARK NO. 2 IS 16 FEET EAST OF A NORTH-SOUTH FENCE.  IT IS A
 GA3513'STANDARD REFERENCE MARK
 GA3513'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GA3513'WHICH PROJECTS ABOUT 6 INCHES AND
 GA3513'THE DISK IS STAMPED CROCKETT NO 2 1934.
 GA3513'
 GA3513'TRAVERSE STATIONS SCARCE (THD) AND/OR TIE (THD) WILL SERVE AS THE
 GA3513'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2411 ***********************************************************************
 FE2411  DESIGNATION -  CROCKETT MILLS CUPOLA
 FE2411  PID         -  FE2411
 FE2411  STATE/COUNTY-  TN/CROCKETT
 FE2411  USGS QUAD   -  MAURY CITY (1981)
 FE2411
 FE2411                         *CURRENT SURVEY CONTROL
 FE2411  ___________________________________________________________________
 FE2411* NAD 83(1995)-  35 52 06.21870(N)    089 09 43.88326(W)     ADJUSTED  
 FE2411* NAVD 88     -                                                        
 FE2411  ___________________________________________________________________
 FE2411  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE2411  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2411
 FE2411  HORZ ORDER  -  THIRD
 FE2411
 FE2411.The horizontal coordinates were established by classical geodetic methods
 FE2411.and adjusted by the National Geodetic Survey in April 1999..
 FE2411
 FE2411
 FE2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2411
 FE2411.The geoid height was determined by GEOID03.
 FE2411
 FE2411;                    North         East     Units Scale Factor Converg.
 FE2411;SPC TN       -   174,926.613   314,476.712   MT  0.99994858   -1 51 04.6
 FE2411;SPC TN       -   573,905.06  1,031,745.68   sFT  0.99994858   -1 51 04.6
 FE2411;UTM  16      - 3,971,510.372   304,789.060   MT  1.00006959   -1 16 02.2
 FE2411
 FE2411                          SUPERSEDED SURVEY CONTROL
 FE2411
 FE2411  NAD 83(1995)-  35 52 06.22311(N)    089 09 43.88535(W) AD(       ) 4
 FE2411  NAD 83(1986)-  35 52 06.23018(N)    089 09 43.88338(W) AD(       ) 4
 FE2411  NAD 27      -  35 52 05.96600(N)    089 09 43.63800(W) AD(       ) 3
 FE2411
 FE2411.Superseded values are not recommended for survey control.
 FE2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2411.See file dsdata.txt to determine how the superseded data were derived.
 FE2411
 FE2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0478971510(NAD 83)
 FE2411_MARKER: 86 = CUPOLA
 FE2411
 FE2411  HISTORY     - Date     Condition        Report By
 FE2411  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2411
 FE2411                          STATION DESCRIPTION
 FE2411
 FE2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2411'THE STATION IS THE FINIAL ATOP THE CUPOLA ON THE HOUSE OWNED BY MR.
 FE2411'JOE CARTER.  IT IS AT THE EASTERN EDGE OF CROCKETT MILLS.  THE
 FE2411'CUPOLA IS WHITE AND ABOUT 35 FEET HIGH.  THE HOUSE IS ON A SMALL HILL
 FE2411'WHICH MAKES THE CUPOLA RATHER PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2091 ***********************************************************************
 GA2091  DESIGNATION -  CROKITE
 GA2091  PID         -  GA2091
 GA2091  STATE/COUNTY-  TN/GREENE
 GA2091  USGS QUAD   -  MOHAWK (1980)
 GA2091
 GA2091                         *CURRENT SURVEY CONTROL
 GA2091  ___________________________________________________________________
 GA2091* NAD 83(1995)-  36 13 25.12743(N)    083 02 36.25763(W)     ADJUSTED  
 GA2091* NAVD 88     -       348.828  (meters)    1144.45   (feet)  ADJUSTED  
 GA2091  ___________________________________________________________________
 GA2091  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GA2091  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA2091  DYNAMIC HT  -         348.507 (meters)    1143.39  (feet)  COMP
 GA2091  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GA2091
 GA2091  HORZ ORDER  -  SECOND
 GA2091  VERT ORDER  -  SECOND    CLASS 0
 GA2091
 GA2091.The horizontal coordinates were established by classical geodetic methods
 GA2091.and adjusted by the National Geodetic Survey in April 1999..
 GA2091
 GA2091.The orthometric height was determined by differential leveling
 GA2091.and adjusted by the National Geodetic Survey in June 1991..
 GA2091
 GA2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2091
 GA2091.The geoid height was determined by GEOID03.
 GA2091
 GA2091.The dynamic height is computed by dividing the NAVD 88
 GA2091.geopotential number by the normal gravity value computed on the
 GA2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2091.degrees latitude (g = 980.6199 gals.).
 GA2091
 GA2091.The modeled gravity was interpolated from observed gravity values.
 GA2091
 GA2091;                    North         East     Units Scale Factor Converg.
 GA2091;SPC TN       -   213,745.366   865,774.781   MT  0.99997145   +1 43 51.3
 GA2091;SPC TN       -   701,262.92  2,840,462.76   sFT  0.99997145   +1 43 51.3
 GA2091;UTM  17      - 4,010,690.382   316,342.331   MT  1.00001561   -1 12 28.3
 GA2091
 GA2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2091!SPC TN       -   0.99995017  x   0.99997145  =   0.99992162
 GA2091!UTM  17      -   0.99995017  x   1.00001561  =   0.99996578
 GA2091
 GA2091:                Primary Azimuth Mark                     Grid Az
 GA2091:SPC TN       -  CROKITE AZ MK                            074 06 05.7
 GA2091:UTM  17      -  CROKITE AZ MK                            077 02 25.3
 GA2091
 GA2091|---------------------------------------------------------------------|
 GA2091| PID    Reference Object                     Distance      Geod. Az  |
 GA2091|                                                           dddmmss.s |
 GA2091| GA2092 CROKITE AZ MK                                      0754957.0 |
 GA2091| GA2089 CROKITE RM 1                         41.294 METERS 11007     |
 GA2091| GA2090 CROKITE RM 2                         38.969 METERS 18855     |
 GA2091|---------------------------------------------------------------------|
 GA2091
 GA2091                          SUPERSEDED SURVEY CONTROL
 GA2091
 GA2091  NAD 83(1995)-  36 13 25.13141(N)    083 02 36.26163(W) AD(       ) 2
 GA2091  NAD 83(1995)-  36 13 25.13913(N)    083 02 36.26591(W) AD(       ) 2
 GA2091  NAD 83(1995)-  36 13 25.13293(N)    083 02 36.26062(W) AD(       ) 2
 GA2091  NAD 83(1986)-  36 13 25.13569(N)    083 02 36.26100(W) AD(       ) 2
 GA2091  NAD 27      -  36 13 24.78500(N)    083 02 36.68160(W) AD(       ) 2
 GA2091  NGVD 29 (??/??/92)  348.990  (m)         1144.98   (f) ADJ UNCH    2 0
 GA2091
 GA2091.Superseded values are not recommended for survey control.
 GA2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2091.See file dsdata.txt to determine how the superseded data were derived.
 GA2091
 GA2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1634210690(NAD 83)
 GA2091_MARKER: DE = TRAVERSE STATION DISK
 GA2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2091_STAMPING: CROKITE 1961
 GA2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2091+STABILITY: SURFACE MOTION
 GA2091
 GA2091  HISTORY     - Date     Condition        Report By
 GA2091  HISTORY     - 1961     MONUMENTED       CGS
 GA2091  HISTORY     - 1961     GOOD             CGS
 GA2091  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2091  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2091
 GA2091                          STATION DESCRIPTION
 GA2091
 GA2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2091'THE STATION IS LOCATED 2 MILES NORTHEAST OF MOHAWK, 0.75 MILE
 GA2091'NORTHWEST OF MOHAWK
 GA2091'CROSSROAD AND 0.05 MILE WEST OF SUNRISE MISSIONERY CHURCH,
 GA2091'CLOSE TO THE PROPERTY
 GA2091'LINE OF MR. J.C.CROCKETT AND MR. P.M.KITE.
 GA2091'
 GA2091'TO REACH FROM MOHAWK CROSSROAD, 12 MILES NORTHWEST OF GREENEVILLE, ON
 GA2091'U.S.  HIGHWAY 11E, GO
 GA2091'NORTHWEST ON U.S.  HIGHWAY 11E FOR 0.8 MILES TO A T
 GA2091'ROAD LEFT, OPPOSITE THE SUNRISE
 GA2091'MISSIONERY CHURCH, TURN LEFT AND GO
 GA2091'0.05 MILE TO A T JUNCTION AND THE STATION STRAIGHT
 GA2091'AHEAD.
 GA2091'
 GA2091'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 GA2091'SQUARE CONCRETE MONUMENT
 GA2091'WHICH PROJECTS 2-INCHES AND IS STAMPED CROKITE 1961.  IT IS
 GA2091'42 FEET SOUTHEAST OF A
 GA2091'POWER LINE POLE, 25 FEET SOUTH OF THE CENTER
 GA2091'OF A GRAVEL ROAD, 3.9 FEET SOUTHWEST OF A
 GA2091'METAL WITNESS SIGN AND 1
 GA2091'FOOT WEST OF A PROPERTY LINE FENCE.
 GA2091'
 GA2091'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 GA2091'CONCRETE POST WHICH IS
 GA2091'FLUSH AND IS STAMPED CROKITE NO 1 1961.  IT IS 27 FEET
 GA2091'SOUTH OF THE CENTER OF A GRAVEL
 GA2091'ROAD, 11 FEET SOUTH OF A WIRE FENCE
 GA2091'AND ABOUT THE SAME ELEVATION AS THE STATION.
 GA2091'
 GA2091'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GA2091'POST WHICH PROJECTS 1-INCH
 GA2091'AND IS STAMPED CROKITE NO 2 1961.  IT IS 2 FEET WEST
 GA2091'OF A WIRE FENCE AND ABOUT THE SAME
 GA2091'ELEVATION AS THE STATION.
 GA2091'
 GA2091'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 GA2091'WHICH PROJECTS
 GA2091'1-INCH AND IS STAMPED CROKITE 1961.  IT IS 50 FEET WEST OF
 GA2091'THE NORTHWEST CORNER OF A
 GA2091'WHITE HOUSE, 6 FEET WEST OF THE NORTH GATE
 GA2091'POST AT YARD ENTRANCE, 2.6 FEET SOUTHEAST OF
 GA2091'A METAL WITNESS SIGN AND
 GA2091'2 FEET SOUTH OF A WIRE FENCE.
 GA2091'
 GA2091'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON GRAVEL ROAD FOR
 GA2091'0.05 MILE TO THE JUNCTION OF
 GA2091'U.S. HIGHWAY 11E, TURN RIGHT, SOUTHEAST, GO 0.2 MILES
 GA2091'TO A FARM LANE TO THE LEFT, NORTH,
 GA2091'TURN LEFT AND GO 0.1 MILE TO A
 GA2091'YARD FENCE AND THE MARK TO THE LEFT OF THE GATE.
 GA2091'
 GA2091'HEIGHT OF LIGHT ABOVE STATION MARK 30.20 METERS.
 GA2091
 GA2091                          STATION RECOVERY (1961)
 GA2091
 GA2091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2091'0.8 MI NW FROM MOHAWK CROSSROADS.
 GA2091'TO REACH FROM MOHAWK CROSSROADS, (LOCATED ABOUT 12 MILES NORTHWEST
 GA2091'OF GREENEVILLE), GO 0.8 MILES NORTHWEST OF U.S. HIGHWAY 11E TO A T
 GA2091'ROAD LEFT, OPPOSITE THE SUNRISE MISSIONERY CHURCH, TURN LEFT AND
 GA2091'GO 0.05 MILE TO A T JUNCTION AND THE STATION STRAIGHT AHEAD.  THE
 GA2091'STATION MARK IS 42 FT. SOUTHEAST OF A POWER LINE POLE, 25 FT.
 GA2091'SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.9 FT. SOUTHWEST OF A
 GA2091'WITNESS SIGN, AND 1 FT. WEST OF A PROPERTY LINE FENCE.  THE DISK
 GA2091'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT
 GA2091'LEVEL WITH THE ROAD.
 GA2091
 GA2091                          STATION RECOVERY (1980)
 GA2091
 GA2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2091'NONE OF THE MARKS WERE FOUND AND ARE ASSUMED DESTROYED BY INTERSTATE
 GA2091'HIGHWAY CONSTRUCTION.
 GA2091
 GA2091                          STATION RECOVERY (1980)
 GA2091
 GA2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2092 ***********************************************************************
 GA2092  DESIGNATION -  CROKITE AZ MK
 GA2092  PID         -  GA2092
 GA2092  STATE/COUNTY-  TN/GREENE
 GA2092  USGS QUAD   -  MOHAWK (1980)
 GA2092
 GA2092                         *CURRENT SURVEY CONTROL
 GA2092  ___________________________________________________________________
 GA2092* NAD 83(1986)-  36 13 28.     (N)    083 02 16.     (W)     SCALED    
 GA2092* NAVD 88     -       350.647  (meters)    1150.41   (feet)  ADJUSTED  
 GA2092  ___________________________________________________________________
 GA2092  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA2092  DYNAMIC HT  -         350.323 (meters)    1149.35  (feet)  COMP
 GA2092  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 GA2092
 GA2092  VERT ORDER  -  SECOND    CLASS 0
 GA2092
 GA2092.The horizontal coordinates were scaled from a topographic map and have
 GA2092.an estimated accuracy of +/- 6 seconds.
 GA2092
 GA2092.The orthometric height was determined by differential leveling
 GA2092.and adjusted by the National Geodetic Survey in June 1991..
 GA2092
 GA2092.The geoid height was determined by GEOID03.
 GA2092
 GA2092.The dynamic height is computed by dividing the NAVD 88
 GA2092.geopotential number by the normal gravity value computed on the
 GA2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2092.degrees latitude (g = 980.6199 gals.).
 GA2092
 GA2092.The modeled gravity was interpolated from observed gravity values.
 GA2092
 GA2092;                    North         East    Units  Estimated Accuracy
 GA2092;SPC TN       -   213,850.      866,280.      MT  (+/- 180 meters Scaled)
 GA2092
 GA2092                          SUPERSEDED SURVEY CONTROL
 GA2092
 GA2092  NGVD 29 (??/??/92)  350.808  (m)         1150.94   (f) ADJ UNCH    2 0
 GA2092
 GA2092.Superseded values are not recommended for survey control.
 GA2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2092.See file dsdata.txt to determine how the superseded data were derived.
 GA2092
 GA2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA168107(NAD 83)
 GA2092_MARKER: DZ = AZIMUTH MARK DISK
 GA2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2092_STAMPING: CROKITE 1961
 GA2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2092+STABILITY: SURFACE MOTION
 GA2092
 GA2092  HISTORY     - Date     Condition        Report By
 GA2092  HISTORY     - 1961     MONUMENTED       CGS
 GA2092
 GA2092                          STATION DESCRIPTION
 GA2092
 GA2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2092'0.7 MI NW FROM MOHAWK CROSSROADS.
 GA2092'TO REACH FROM MOHAWK CROSSROADS, (LOCATED ABOUT 12 MILES NORTHWEST
 GA2092'OF GREENEVILLE ON U.S. HIGHWAY 11E), GO 0.6 MILE NORTHWEST ON
 GA2092'U.S. HIGHWAY 11E TO A PRIVATE DRIVE LEADING NORTH, THEN GO 0.1
 GA2092'MILE NORTH ON THE PRIVATE DRIVE.  THE AZIMUTH MARK IS 50 FT. WEST
 GA2092'OF THE NORTHWEST CORNER OF A HOUSE, 6 FT. WEST OF THE NORTH GATE
 GA2092'POST AT YARD ENTRANCE, 2.6 FT. SOUTHEAST OF A WITNESS SIGN AND
 GA2092'2 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2092'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2089 ***********************************************************************
 GA2089  DESIGNATION -  CROKITE RM 1
 GA2089  PID         -  GA2089
 GA2089  STATE/COUNTY-  TN/GREENE
 GA2089  USGS QUAD   -  MOHAWK (1980)
 GA2089
 GA2089                         *CURRENT SURVEY CONTROL
 GA2089  ___________________________________________________________________
 GA2089* NAD 83(1986)-  36 13 24.     (N)    083 02 36.     (W)     SCALED    
 GA2089* NAVD 88     -       348.723  (meters)    1144.10   (feet)  ADJUSTED  
 GA2089  ___________________________________________________________________
 GA2089  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA2089  DYNAMIC HT  -         348.401 (meters)    1143.05  (feet)  COMP
 GA2089  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GA2089
 GA2089  VERT ORDER  -  SECOND    CLASS 0
 GA2089
 GA2089.The horizontal coordinates were scaled from a topographic map and have
 GA2089.an estimated accuracy of +/- 6 seconds.
 GA2089
 GA2089.The orthometric height was determined by differential leveling
 GA2089.and adjusted by the National Geodetic Survey in June 1991..
 GA2089
 GA2089.The geoid height was determined by GEOID03.
 GA2089
 GA2089.The dynamic height is computed by dividing the NAVD 88
 GA2089.geopotential number by the normal gravity value computed on the
 GA2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2089.degrees latitude (g = 980.6199 gals.).
 GA2089
 GA2089.The modeled gravity was interpolated from observed gravity values.
 GA2089
 GA2089;                    North         East    Units  Estimated Accuracy
 GA2089;SPC TN       -   213,710.      865,780.      MT  (+/- 180 meters Scaled)
 GA2089
 GA2089                          SUPERSEDED SURVEY CONTROL
 GA2089
 GA2089  NGVD 29 (??/??/92)  348.884  (m)         1144.63   (f) ADJ UNCH    2 0
 GA2089
 GA2089.Superseded values are not recommended for survey control.
 GA2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2089.See file dsdata.txt to determine how the superseded data were derived.
 GA2089
 GA2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA163106(NAD 83)
 GA2089_MARKER: DR = REFERENCE MARK DISK
 GA2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2089_STAMPING: CROKITE NO 1 1961
 GA2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2089+STABILITY: SURFACE MOTION
 GA2089
 GA2089  HISTORY     - Date     Condition        Report By
 GA2089  HISTORY     - 1961     MONUMENTED       CGS
 GA2089  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2089
 GA2089                          STATION DESCRIPTION
 GA2089
 GA2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2089'0.8 MI NW FROM MOHAWK CROSSROADS.
 GA2089'THIS MARK IS LOCATED AT THE CROKITE 1961 STATION SITE, 135.5 FT.
 GA2089'SOUTHEAST OF THE STATION MARK, 27 FT. SOUTH OF THE CENTER OF A
 GA2089'GRAVELED ROAD, AND 11 FT. SOUTH OF A WIRE FENCE.  THE DISK IS SET
 GA2089'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- FOR DESCR.
 GA2089'SEE STATION CROKITE.
 GA2089
 GA2089                          STATION RECOVERY (1980)
 GA2089
 GA2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2090 ***********************************************************************
 GA2090  DESIGNATION -  CROKITE RM 2
 GA2090  PID         -  GA2090
 GA2090  STATE/COUNTY-  TN/GREENE
 GA2090  USGS QUAD   -  MOHAWK (1980)
 GA2090
 GA2090                         *CURRENT SURVEY CONTROL
 GA2090  ___________________________________________________________________
 GA2090* NAD 83(1986)-  36 13 24.     (N)    083 02 36.     (W)     SCALED    
 GA2090* NAVD 88     -       348.772  (meters)    1144.26   (feet)  ADJUSTED  
 GA2090  ___________________________________________________________________
 GA2090  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA2090  DYNAMIC HT  -         348.451 (meters)    1143.21  (feet)  COMP
 GA2090  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GA2090
 GA2090  VERT ORDER  -  SECOND    CLASS 0
 GA2090
 GA2090.The horizontal coordinates were scaled from a topographic map and have
 GA2090.an estimated accuracy of +/- 6 seconds.
 GA2090
 GA2090.The orthometric height was determined by differential leveling
 GA2090.and adjusted by the National Geodetic Survey in June 1991..
 GA2090
 GA2090.The geoid height was determined by GEOID03.
 GA2090
 GA2090.The dynamic height is computed by dividing the NAVD 88
 GA2090.geopotential number by the normal gravity value computed on the
 GA2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2090.degrees latitude (g = 980.6199 gals.).
 GA2090
 GA2090.The modeled gravity was interpolated from observed gravity values.
 GA2090
 GA2090;                    North         East    Units  Estimated Accuracy
 GA2090;SPC TN       -   213,710.      865,780.      MT  (+/- 180 meters Scaled)
 GA2090
 GA2090                          SUPERSEDED SURVEY CONTROL
 GA2090
 GA2090  NGVD 29 (??/??/92)  348.934  (m)         1144.79   (f) ADJ UNCH    2 0
 GA2090
 GA2090.Superseded values are not recommended for survey control.
 GA2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2090.See file dsdata.txt to determine how the superseded data were derived.
 GA2090
 GA2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA163106(NAD 83)
 GA2090_MARKER: DR = REFERENCE MARK DISK
 GA2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2090_STAMPING: CROKITE NO 2 1961
 GA2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2090+STABILITY: SURFACE MOTION
 GA2090
 GA2090  HISTORY     - Date     Condition        Report By
 GA2090  HISTORY     - 1961     MONUMENTED       CGS
 GA2090  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2090
 GA2090                          STATION DESCRIPTION
 GA2090
 GA2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2090'0.8 MI NW FROM MOHAWK CROSSROADS.
 GA2090'THIS MARK IS LOCATED AT THE CROKITE 1961 STATION SITE, 128 FT.
 GA2090'SOUTH OF THE STATION MARK AND 2 FT. WEST OF A WIRE FENCE.  THE
 GA2090'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH AND IS
 GA2090'ABOUT THE SAME ELEVATION AS THE STATION.  NOTE-- FOR DESCR. SEE
 GA2090'STATION CROKITE.
 GA2090
 GA2090                          STATION RECOVERY (1980)
 GA2090
 GA2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0385 ***********************************************************************
 EE0385  DESIGNATION -  CROSS AZ MK
 EE0385  PID         -  EE0385
 EE0385  STATE/COUNTY-  TN/HAMILTON
 EE0385  USGS QUAD   -  HOOKER (1982)
 EE0385
 EE0385                         *CURRENT SURVEY CONTROL
 EE0385  ___________________________________________________________________
 EE0385* NAD 83(1986)-  34 59 01.     (N)    085 27 44.     (W)     SCALED    
 EE0385* NAVD 88     -       282.442  (meters)     926.65   (feet)  ADJUSTED  
 EE0385  ___________________________________________________________________
 EE0385  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE0385  DYNAMIC HT  -         282.166 (meters)     925.74  (feet)  COMP
 EE0385  MODELED GRAV-     979,649.2   (mgal)                       NAVD 88
 EE0385
 EE0385  VERT ORDER  -  FIRST     CLASS II
 EE0385
 EE0385.The horizontal coordinates were scaled from a topographic map and have
 EE0385.an estimated accuracy of +/- 6 seconds.
 EE0385
 EE0385.The orthometric height was determined by differential leveling
 EE0385.and adjusted by the National Geodetic Survey in June 1991..
 EE0385
 EE0385.The geoid height was determined by GEOID03.
 EE0385
 EE0385.The dynamic height is computed by dividing the NAVD 88
 EE0385.geopotential number by the normal gravity value computed on the
 EE0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0385.degrees latitude (g = 980.6199 gals.).
 EE0385
 EE0385.The modeled gravity was interpolated from observed gravity values.
 EE0385
 EE0385;                    North         East    Units  Estimated Accuracy
 EE0385;SPC TN       -    72,290.      649,110.      MT  (+/- 180 meters Scaled)
 EE0385
 EE0385                          SUPERSEDED SURVEY CONTROL
 EE0385
 EE0385  NGVD 29 (??/??/92)  282.448  (m)          926.66   (f) ADJ UNCH    1 2
 EE0385
 EE0385.Superseded values are not recommended for survey control.
 EE0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0385.See file dsdata.txt to determine how the superseded data were derived.
 EE0385
 EE0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD403723(NAD 83)
 EE0385_MARKER: DZ = AZIMUTH MARK DISK
 EE0385_SETTING: 66 = SET IN ROCK OUTCROP
 EE0385_SP_SET: BEDROCK
 EE0385_STAMPING: CROSS 1962
 EE0385_MARK LOGO: CGS   
 EE0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0385+STABILITY: POSITION/ELEVATION WELL
 EE0385
 EE0385  HISTORY     - Date     Condition        Report By
 EE0385  HISTORY     - 1962     MONUMENTED       CGS
 EE0385  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0385
 EE0385                          STATION DESCRIPTION
 EE0385
 EE0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EE0385'6.2 MI SW FROM WAUHATCHIE.
 EE0385'TO REACH THE MARK FROM THE RAILROAD CONTROL TOWER AT WAUHATCHIE
 EE0385'GO SOUTHWEST ON THE NASHVILLE, CHATTANOOGE, AND ST. LOUIS
 EE0385'RAILWAY FOR 6.2 MILES TO A POINT 0.15 MILE NORTHWEST OF THE
 EE0385'GEORGIA-TENNESSEE STATE LINE AND THE MARK SET BETWEEN THE
 EE0385'RAILROAD AND TENNESSEE STATE HIGHWAY 134, 35 FEET SOUTHWEST
 EE0385'OF TELEPHONE POLE NUMBER 4233, 50 FEET SOUTH OF THE TRACK,
 EE0385'37 FEET NORTH OF THE CENTER OF STATE HIGHWAY 134, AND ABOUT
 EE0385'10 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD AZIMUTH
 EE0385'MARK DISK DRILLED IN BEDROCK AND ABOUT 25 FEET BELOW THE LEVEL
 EE0385'OF THE TRACK.
 EE0385
 EE0385                          STATION RECOVERY (1983)
 EE0385
 EE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0385'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2556 ***********************************************************************
 GB2556  DESIGNATION -  CROSS RESET
 GB2556  PID         -  GB2556
 GB2556  STATE/COUNTY-  TN/ANDERSON
 GB2556  USGS QUAD   -  LAKE CITY (1973)
 GB2556
 GB2556                         *CURRENT SURVEY CONTROL
 GB2556  ___________________________________________________________________
 GB2556* NAD 83(1995)-  36 11 53.26406(N)    084 13 50.09804(W)     ADJUSTED  
 GB2556* NAVD 88     -      1077.4    (meters)    3535.     (feet)  VERTCON   
 GB2556  ___________________________________________________________________
 GB2556  X           -     518,096.170 (meters)                     COMP
 GB2556  Y           -  -5,127,784.150 (meters)                     COMP
 GB2556  Z           -   3,746,573.786 (meters)                     COMP
 GB2556  LAPLACE CORR-          -8.55  (seconds)                    DEFLEC99
 GB2556  ELLIP HEIGHT-        1047.47  (meters)          (04/12/99) GPS OBS
 GB2556  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GB2556
 GB2556  HORZ ORDER  -  FIRST
 GB2556  ELLP ORDER  -  FOURTH    CLASS I
 GB2556
 GB2556.The horizontal coordinates were established by GPS observations
 GB2556.and adjusted by the National Geodetic Survey in April 1999..
 GB2556
 GB2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2556
 GB2556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2556
 GB2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2556
 GB2556.The ellipsoidal height was determined by GPS observations
 GB2556.and is referenced to NAD 83.
 GB2556
 GB2556.The geoid height was determined by GEOID03.
 GB2556
 GB2556;                    North         East     Units Scale Factor Converg.
 GB2556;SPC TN       -   208,337.591   759,123.490   MT  0.99996853   +1 02 09.2
 GB2556;SPC TN       -   683,520.91  2,490,557.65   sFT  0.99996853   +1 02 09.2
 GB2556;UTM  16      - 4,009,479.851   749,004.730   MT  1.00036403   +1 38 11.0
 GB2556
 GB2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2556!SPC TN       -   0.99983563  x   0.99996853  =   0.99980417
 GB2556!UTM  16      -   0.99983563  x   1.00036403  =   1.00019960
 GB2556
 GB2556|---------------------------------------------------------------------|
 GB2556| PID    Reference Object                     Distance      Geod. Az  |
 GB2556|                                                           dddmmss.s |
 GB2556| DB9127 CROSS RM 1                            1.988 METERS 00139     |
 GB2556| DB9126 CROSS RM                                           01149     |
 GB2556| GB2535 WALNUT                              APPROX.24.0 KM 0115016.0 |
 GB2556| DB9125 CROSS AZ MK RESET                                  0301213.8 |
 GB2556| DB9132 CROSS RP E                            1.905 METERS 09106     |
 GB2556| DB9124 CROSS AZ MK                                        1163620.9 |
 GB2556| FB2657 KNOXVILLE COLLEGE CUPOLA            APPROX.38.3 KM 1340831.2 |
 GB2556| DB9129 CROSS RM 3                           28.740 METERS 14613     |
 GB2556| DB9130 CROSS RM 4                           28.650 METERS 14628     |
 GB2556| DB9133 CROSS RP S                            1.920 METERS 18207     |
 GB2556| DB9131 CROSS RM 5                           11.049 METERS 23625     |
 GB2556| DB9128 CROSS RM 2                            1.969 METERS 26950     |
 GB2556|---------------------------------------------------------------------|
 GB2556
 GB2556                          SUPERSEDED SURVEY CONTROL
 GB2556
 GB2556  NAD 83(1995)-  36 11 53.26691(N)    084 13 50.10336(W) AD(       ) 1
 GB2556  ELLIP H (09/07/90) 1047.40   (m)                       GP(       ) 4 1
 GB2556  NAD 83(1986)-  36 11 53.27503(N)    084 13 50.09908(W) AD(       ) 1
 GB2556  NAD 27      -  36 11 53.00440(N)    084 13 50.37010(W) AD(       ) 1
 GB2556  NGVD 29 (09/07/90) 1077.5    (m)         3535.     (f) GPS OBS        
 GB2556
 GB2556.Superseded values are not recommended for survey control.
 GB2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2556.See file dsdata.txt to determine how the superseded data were derived.
 GB2556
 GB2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4900509480(NAD 83)
 GB2556_MARKER: X = CHISELED CROSS
 GB2556_SETTING: 0 = UNSPECIFIED SETTING
 GB2556_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2556+SATELLITE: SATELLITE OBSERVATIONS - 1987
 GB2556
 GB2556  HISTORY     - Date     Condition        Report By
 GB2556  HISTORY     - 1935     MONUMENTED       CGS
 GB2556  HISTORY     - 1934     GOOD             CGS
 GB2556  HISTORY     - 1935     GOOD             CGS
 GB2556  HISTORY     - 1961     GOOD             CGS
 GB2556  HISTORY     - 1964     GOOD             TNHD
 GB2556  HISTORY     - 1973     POOR             TVA
 GB2556  HISTORY     - 1975     SEE DESCRIPTION  NGS
 GB2556  HISTORY     - 1987     SEE DESCRIPTION  AEROS
 GB2556
 GB2556                          STATION DESCRIPTION
 GB2556
 GB2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB2556'STATION IS ABOUT 7 MILES S OF CARYVILLE, ABOUT 4 MILES SW OF COAL
 GB2556'CREEK, ABOUT 3
 GB2556'MILES NW OF BRICEVILLE, NEAR ANDERSON AND CAMPBELL
 GB2556'COUNTY LINE, ON CROSS MOUNTAIN,
 GB2556'AND IN OLD FIELD CALLED VOWELL FIELD.
 GB2556'TO REACH FROM JUNCTION OF BRICEVILLE ROAD AND U.S.
 GB2556'ROUTE 25W AT COAL
 GB2556'CREEK, GO SW 0.6 MILE ON BRICEVILLE ROAD, TURN RIGHT, GO 0.2 MILE,
 GB2556'TURN LEFT AT
 GB2556'RAILROAD CROSSING, GO 100 YARDS, CROSS RAILROAD TRACKS,
 GB2556'AND FOLLOW ROAD UP MOUNTAIN.
 GB2556'CAR CAN BE DRIVED UP CROSS MOUNTAIN 4.2
 GB2556'MILES.  FROM HERE FOLLOW TRAIL ABOUT 3 MILES TO
 GB2556'MOUNTAIN TOP AND STATION SITE.
 GB2556'
 GB2556'SURFACE MARK IS DRILL HOLE AT INTERSECTION OF N-S AND E-W GROOVES,
 GB2556'SURROUNDED BY
 GB2556'LETTERS U.S.C.S.  CUT IN TOP OF SANDSTONE, 15 INCHES
 GB2556'SQUARE BY 2-3/4 FEET LONG, WITH
 GB2556'TOP PROJECTING ABOUT 4 INCHES.
 GB2556'
 GB2556'UNDERGROUND MARK IS CENTER OF MOUTH OF INK JUG, ABOUT 3 FEET BELOW
 GB2556'SURFACE OF GROUND.
 GB2556'
 GB2556'REFERENCE MARKS ARE DRILL HOLES AND ARROW HEADS IN SANDSTONES SIMILAR
 GB2556'TO SURFACE MARK,
 GB2556'AND ARE 2 METERS (7 FEET) N, E, S, AND W FROM STATION.
 GB2556
 GB2556                          STATION RECOVERY (1935)
 GB2556
 GB2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2556'THE STATION WAS RECOVERED IN GOOD CONDITION AS FOLLOWS- THE STATION
 GB2556'IS ON THE HIGHEST
 GB2556'PART OF CLEARED GRASSY KNOB, ABOUT 1/4 MILE S OF
 GB2556'JAKE WILSONS HOUSE.  THE STATION
 GB2556'MARK IS A STANDARD DISK SET IN THE
 GB2556'TOP OF THE OLD SAND STONE ROCK WHICH PREVIOUSLY
 GB2556'MARKED THE STATION.
 GB2556'THE ROCK HAS N-S AND E-W LINES MARKED ON TOP OF IT.  THE
 GB2556'INTERSECTION OF
 GB2556'THESE LINES MARKED THE STATION AND THE BRONZE DISK WAS SET IN THE
 GB2556'INTERSECTION.  THE
 GB2556'STONE IS ABOUT 10 BY 16 INCHES ON TOP AND PROJECTS
 GB2556'ABOUT 8 INCHES ABOVE THE SURFACE, AND
 GB2556'BEARS THE LETTERS U.S.C.S.  IT
 GB2556'IS ABOUT 50 FEET N OF THE S EDGE OF FIELD.  THERE ARE
 GB2556'FOUR OLD
 GB2556'REFERENCE MARKS, TWO OF WHICH WERE REMARKED WITH STANDARD DISKS.
 GB2556'THESE MARKS WERE
 GB2556'SAND STONE POSTS, WITH ARROWS CUT IN THE STONE AND
 GB2556'POINTING TO THE STATION.
 GB2556'
 GB2556'REFERENCE MARK NO. 1 IS N OF THE STATION.  IT IS A STANDARD BRONZE
 GB2556'DISK SET IN THE
 GB2556'TOP OF THE OLD N REFERENCE STONE WHICH IS 6 BY 8
 GB2556'INCHES AND PROTRUDES ABOUT 4 INCHES.
 GB2556'
 GB2556'REFERENCE MARK NO.2 IS W OF THE STATION.  IT IS A STANDARD BRONZE
 GB2556'DISK SET IN THE
 GB2556'OLD W REFERENCE STONE WHICH IS 5 BY 8 INCHES AND
 GB2556'PROJECTS ABOUT 4 INCHES.
 GB2556'
 GB2556'AZIMUTH MARK IS ESE OF THE STATION AT THE EDGE OF CLEARING.  IT IS A
 GB2556'STANDARD DISK SET
 GB2556'IN THE TOP OF A 6-BY 8-INCH ROCK, WHICH IS FLUSH
 GB2556'WITH THE GROUND.
 GB2556'
 GB2556'TO REACH THE STATION FROM THE POST OFFICE IN COAL CREEK, TENNESSEE,
 GB2556'GO N ON U.S.
 GB2556'HIGHWAY 25W FOR 0.05 MILE TO A T-STREET, LEFT, ALONG
 GB2556'THE S SIDE OF THE FIRST NATIONAL
 GB2556'BANK.  TURN LEFT AND GO 0.05 MILE TO
 GB2556'RAILROAD TRACKS.  CROSS TRACKS AND GO 0.65 MILE TO
 GB2556'A Y RIGHT, DOWN
 GB2556'HILL.  TURN RIGHT AND GO 0.1 MILE TO T-ROAD, LEFT, JUST E OF RAILROAD
 GB2556'TRACKS.  TURN LEFT
 GB2556'AND GO 0.05 MILE ALONG RAILROAD TRACKS TO RAILROAD
 GB2556'CROSSING.  CROSS TRACKS AND TAKE
 GB2556'RIGHT FORK (NEW GRADED ROAD) AND GO
 GB2556'UP HILL FOR 4.2 MILES TO END OF NEW ROAD AND END OF
 GB2556'TRUCK TRAVEL.
 GB2556'TAKE PATH TO LEFT WHICH RUNS INTO OLD WAGON ROAD IN ABOUT 200 YARDS
 GB2556'AND FOLLOW SAID
 GB2556'ROAD FOR 2-1/2 MILES (KEEPING STRAIGHT AT CROSS
 GB2556'TRAILS JUST BEYOND CHURCH AND LEFT
 GB2556'AT FORKS ABOUT 1/4 MILE BEYOND
 GB2556'CROSS TRAILS) TO JAKE WILSONS HOUSE.  HERE TURN LEFT
 GB2556'AND GO ABOUT 1/4
 GB2556'MILE TO TOP OF KNOB AND STATION.
 GB2556'
 GB2556'NOTE- A 4-FOOT INSTRUMENT STAND WAS USED AND WILL CLEAR ALL LINES
 GB2556'EXCEPT TO CAPUCHIN
 GB2556'WHICH WAS PARTIALLY BLOCKED BY A RIDGE ABOUT 6
 GB2556'MILES DISTANT.  A 15-FOOT STAND WILL
 GB2556'CLEAR THE LINE TO CAPUCHIN.
 GB2556'
 GB2556'NOTE- THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 SHOULD BE
 GB2556'STAMPED 1891 AS
 GB2556'WELL AS 1935.  THE ORIGINAL DATE WAS NOT KNOWN AT THE
 GB2556'TIME THE STATION WAS REMARKED.
 GB2556
 GB2556                          STATION RECOVERY (1961)
 GB2556
 GB2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2556'THE STATION AND REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD
 GB2556'CONDITION.  THE
 GB2556'AZIMUTH MARK AND REFERENCE MARK NO.  2 WERE SEARCHED
 GB2556'FOR AND NOT FOUND.  REFERENCE MARK
 GB2556'NO.  3 AND RESET AZIMUTH WERE
 GB2556'ESTABLISHED.  A NEW DESCRIPTION OF THE STATION FOLLOWS.
 GB2556'
 GB2556'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN THE
 GB2556'TOP OF A 5-INCH SQUARE
 GB2556'SANDSTONE BLOCK WHICH PROJECTS 4 INCHES.  THE DISK
 GB2556'IS STAMPED CROSS 1935.  THE STATION
 GB2556'IS 52.3 FEET SOUTH OF THE
 GB2556'APPROXIMATE CENTER OF A BLACK TOP ROAD AND 46.4 FEET
 GB2556'EAST OF THE
 GB2556'APPROXIMATE CENTER OF A BLACK TOP ROAD.
 GB2556'
 GB2556'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 GB2556'THE TOP OF A 6-INCH
 GB2556'SQUARE SANDSTONE BLOCK WHICH PROJECTS 2 INCHES.  THE
 GB2556'DISK IS STAMPED CROSS NO 1 1935.
 GB2556'
 GB2556'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A DRILLED HOLE OF A
 GB2556'CONCRETE SIDEWALK, AND
 GB2556'IS 3.6 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 GB2556'BUILDING.  THE DISK IS STAMPED
 GB2556'CROSS NO 3 1935.
 GB2556'
 GB2556'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A ELEVEN INCH
 GB2556'SQUARE CONCRETE BLOCK
 GB2556'THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 60 FEET
 GB2556'WEST OF A GRAVELED DRIVEWAY.  THE
 GB2556'DISK IS STAMPED CROSS 1935 RESET 1961.
 GB2556'
 GB2556'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2556'HIGHWAY 116 IN THE
 GB2556'NORTHERN SECTION OF LAKE CITY, GO SOUTHWEST ON STATE
 GB2556'HIGHWAY 116 FOR 0.6 MILE TO A
 GB2556'FORK, TURN RIGHT AND GO DOWN HILL FOR
 GB2556'0.15 MILE TO A SIDE ROAD LEFT.
 GB2556'
 GB2556'(THIS POINT IS JUST BEFORE THE MAIN ROAD CROSSES A RAILROAD TRACK.)
 GB2556'TURN LEFT AND GO 0.05 MILE
 GB2556'TO RAILROAD CROSSING, CONTINUE ON FOR 2.5 MILES TO
 GB2556'AN OLD CHURCH AND CEMETERY ON THE
 GB2556'LEFT, CONTINUE STRAIGHT AHEAD FOR
 GB2556'0.8 MILE TO A CROSSROAD AND THE VOWELL SCHOOL ON THE
 GB2556'LEFT, CONTINUE
 GB2556'STRAIGHT AHEAD FOR 2.0 MILES TO A ROAD FORK, TURN RIGHT AND GO 1.0
 GB2556'MILES TO A LOCKED
 GB2556'GATE, PASS THROUGH GATE AND FOLLOW BLACK TOP ROAD
 GB2556'FOR 0.1 MILE TO THE SUMMIT OF HILL
 GB2556'AND STATION AS DESCRIBED.
 GB2556'
 GB2556'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2556
 GB2556                          STATION RECOVERY (1964)
 GB2556
 GB2556'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB2556'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GB2556'DESCRIBED.  DISTANCES
 GB2556'AND DIRECTIONS WERE TAKEN AND DID CHECK THE 1961
 GB2556'DESCRIPTION WITH THE
 GB2556'EXCEPTION OF THE DIRECTION TO REFERENCE MARK NO.
 GB2556'3 WHICH SHOWED A SLIGHT DISCREPANCY.
 GB2556'DUE TO STRIP-MINING IN THE
 GB2556'AREA, SOME ROADS HAVE BEEN CHANGED.  A NEW TO REACH FOLLOWS.
 GB2556'
 GB2556'TO REACH THE STATION FROM THE SCHOOL IN BRICEVILLE, GO NORTH FOR 1.05
 GB2556'MILES TO A SIDE ROAD LEFT,
 GB2556'TURN LEFT, UP HILL, AND GO 2.7 MILES TO A T ROAD
 GB2556'RIGHT, KEEP STRAIGHT AHEAD AND GO
 GB2556'0.95 MILE TO A Y, KEEP LEFT AND GO
 GB2556'0.25 MILE TO A SIDE ROAD RIGHT, TURN SHARP RIGHT AND
 GB2556'GO 1.0 MILE TO
 GB2556'WHERE THE ROAD HAS SEVERAL FORKS, TAKE FORK LEADING UP HILL AND GO
 GB2556'0.8 MILE TO A T
 GB2556'ROAD, TURN LEFT AND GO 0.1 MILE TO A REVERSE Y, TURN
 GB2556'SHARP RIGHT AND GO 0.15 MILE TO
 GB2556'THE HIGHEST POINT AT AN ABANDONED
 GB2556'RADAR STATION AND THE STATION ON THE LEFT.
 GB2556'
 GB2556'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GB2556
 GB2556                          STATION RECOVERY (1973)
 GB2556
 GB2556'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (BJ)
 GB2556'CROSS RECOVERED IN FAIR CONDITION.
 GB2556'
 GB2556'ROCK SET IN PLACE AS DESCRIBED WITH MARKINGS AS DESCRIBED.  CAP IS
 GB2556'BROKEN OUT BUT STEM IS STILL IN PLACE.  CAN BE USED FOR POSITION.
 GB2556'REF. NO. 1 FOUND IN GOOD CONDITION.
 GB2556'REF. NO. 2 NOT FOUND.
 GB2556'REF. NO. 3 FOUND BUT CAP HAS BEEN BROKEN OUT, STEM IS STILL IN
 GB2556'SIDEWALK.  BLDG THAT IT IS REF. FROM HAS BEEN TORN DOWN BUT
 GB2556'FOUNDATION IS STILL IN.
 GB2556'
 GB2556'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 7 MI. SOUTH OF
 GB2556'CADYVILLE.
 GB2556
 GB2556                          STATION RECOVERY (1975)
 GB2556
 GB2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GB2556'REFERENCE MARK 1 AND THE 1961 AZIMUTH MARK WERE FOUND IN GOOD
 GB2556'CONDITION.  REFERENCE MARK 3 FOUND DESTROYED.  THE STATION MARK DISK
 GB2556'IS GONE BUT THE STEM REMAINS AND THIS WAS CROSSED AND LEFT INTACT.
 GB2556'REFERENCE MARKS 4 AND 5 WERE SET.  THE DISTANCE TO REFERENCE MARK
 GB2556'1 CHECKED BUT THE DIRECTION WAS FOUND TO BE IN ERROR.  A NEW
 GB2556'DESCRIPTION FOLLOWS--
 GB2556'
 GB2556'THE STATION IS LOCATED ON THE HIGHEST POINT OF A WIRE ENCLOSED HILL
 GB2556'TOP WHICH WAS ONCE A RADAR SITE, 57 FEET NORTHEAST OF THE SOUTHEAST
 GB2556'CORNER OF WOVEN WIRE FENCE AROUND CONCRETE BLOCK TRANSMITTER
 GB2556'BUILDING, 44 FEET EAST OF THE CENTERLINE OF PAVED ROAD, 51 FEET SOUTH
 GB2556'OF THE CENTERLINE OF PAVED ROAD, 84 FEET SOUTHEAST OF THE
 GB2556'NORTHEAST CORNER OF THE FENCE AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 GB2556'POST.  THE POINT IS A CROSS IN THE STEM OF A STATION MARK SET IN
 GB2556'DRILL HOLE IN SANDSTONE ROCK WITH USCS CHISELED ON THE TOP.
 GB2556'
 GB2556'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CROSS NO 1 1935 SET IN
 GB2556'THE TOP OF 6 INCH SQUARE SANDSTONE BLOCK FLUSH WITH THE GROUND, 44
 GB2556'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 80 FEET SOUTHEAST
 GB2556'OF THE NORTHEAST CORNER OF THE FENCE AND 43 FEET EAST OF THE
 GB2556'CENTERLINE OF PAVED ROAD.
 GB2556'
 GB2556'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CROSS 1891 NO 4 1975 SET
 GB2556'IN A DRILL HOLE IN CONCRETE SIDEWALK, 3 FEET NORTH OF THE NORTHEAST
 GB2556'CORNER OF CONCRETE BLOCK FOUNDATION OF OLD BUILDING, 80 FEET WEST
 GB2556'OF THE CENTERLINE OF PAVED ROAD AND 5 FEET WEST OF A 6 INCH CHERRY
 GB2556'TREE.
 GB2556'
 GB2556'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CROSS 1891 NO 5 1975 SET
 GB2556'IN A DRILL HOLE IN THE TOP AND NORTH SIDE OF CONCRETE WALL OF CABLE
 GB2556'TROUGHT, 21 FEET EAST OF THE CENTERLINE OF PAVED ROAD, AND 30 FEET
 GB2556'SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOVEN WIRE FENCE.
 GB2556'
 GB2556'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 GB2556'40 FEET WEST OF THE CENTERLINE OF TRACK ROAD AND 8 FEET SOUTHWEST
 GB2556'OF A 4 INCH PINE TREE.
 GB2556'
 GB2556'TO REACH THE STATION FROM THE BRICEVILLE SCHOOL AT BRICEVILLE, GO
 GB2556'NORTH ON PAVED ROAD FOR 1.0 MILE TO A GRAVELED ROAD LEFT.  TURN LEFT
 GB2556'AND GO WESTERLY UPHILL ON GRADED ROAD (FOLLOWING MAIN ROAD) FOR 5.0
 GB2556'MILES TO THE TOP OF HILL AND A ROAD RIGHT.  TURN SHARP RIGHT AND
 GB2556'FOLLOW GRADED ROAD 0.2 MILE TO OLD RADAR SITE AND THE STATION.
 GB2556'
 GB2556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GB2556'NORTHWEST OF BRICEVILLE.
 GB2556'
 GB2556'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GB2556
 GB2556                          STATION RECOVERY (1987)
 GB2556
 GB2556'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 GB2556'THE STATION WAS RECOVERED AT THIS DATE.
 GB2556'THE DISK IS BROKEN OFF OF STATION CROSS AND THE STATION IS NOW A
 GB2556'CHISELED CROSS IN THE SHANK.  RM 1, RM 3 WITH DISK BROKEN OFF BUT
 GB2556'SHANK STILL IN PLACE, AND RM 5 WERE ALSO RECOVERED AT THIS DATE.  A
 GB2556'NEW TO REACH DESCRIPTION FOLLOWS.
 GB2556'
 GB2556'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTH OF CARYVILLE,
 GB2556'6.4 KM (4 MI) SOUTHWEST OF COAL CREEK,
 GB2556'4.8 KM (3 MI) NORTHWEST OF BRICEVILLE.
 GB2556'OWNERSHIP--ROCK CREEK MINING COMPANY.  A KEY WILL NEED TO BE
 GB2556'OBTAINED TO ENTER THE PROPERTY BY CONTACTING ROBERT SWISHER AT THE
 GB2556'ROCK CREEK OFFICE, TELEPHONE (615)426-2737.
 GB2556'
 GB2556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 GB2556'INTERSTATE 75 (EXIT 128) JUST NORTH OF LAKE CITY GO
 GB2556'WEST FOR 0.72 KM (0.45 MI) ON U.S. HIGHWAY 441 TO THE JUNCTION OF
 GB2556'U.S. ROUTE 25W AT A (T) JUNCTION.
 GB2556'TURN LEFT AND GO SOUTH FOR 1.0 KM (0.6 MI) ON U.S. HIGHWAY 25W TO A
 GB2556'STOP LIGHT AT THE JUNCTION OF STATE ROUTE 116.
 GB2556'TURN RIGHT AND GO SOUTH FOR 6.1 KM (3.8 MI) ON STATE ROUTE 116 TO
 GB2556'AN UNMARKED ROAD ON THE RIGHT JUST PAST SOME RAILROAD TRACKS.
 GB2556'TURN RIGHT AND GO FOR 1.4 KM (0.9 MI) ON THIS UNMARKED ROAD
 GB2556'PAST THE BRICEVILLE SCHOOL TO THE GATE OF THE ROCK CREEK MINING
 GB2556'COMPANY AND THE JUNCTION OF THREE GRAVEL ROADS.  FOLLOW THE LEFT
 GB2556'MOST OF THESE THREE ROADS AND GO 6.4 KM (4.0 MI) ON THE GRAVEL ROAD
 GB2556'UP THE MOUNTAIN TO A LOCKED IRON GATE ON THE RIGHT.  PASS THROUGH
 GB2556'THE GATE AND GO 1.9 KM (1.2 MI) TO A SWITCHBACK ON THE RIGHT.  TAKE
 GB2556'THIS SWITCHBACK AND GO 0.16 KM (0.1 MI) TO A FORK.  FOLLOW THE LEFT
 GB2556'FORK AND GO 0.3 KM (0.2 MI) ON A PAVED ROAD TO THE STATION ON THE
 GB2556'LEFT.
 GB2556'
 GB2556'THE STATION IS A CHISELED X IN THE TOP OF THE SHANK OF THE BROKEN
 GB2556'OFF DISK SET INTO A DRILL HOLE IN THE TOP OF A SQUARE SANDSTONE
 GB2556'MONUMENT 38 CM ON SIDE PROJECTING 13 CM ABOVE GROUND.  THE
 GB2556'UNDERGROUND MARK IS THE CENTER OF THE MOUTH OF AN INK BOTTLE
 GB2556'RECESSED ABOUT 0.9 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2582 ***********************************************************************
 FE2582  DESIGNATION -  CROSSTOWN
 FE2582  PID         -  FE2582
 FE2582  STATE/COUNTY-  TN/TIPTON
 FE2582  USGS QUAD   -  MUNFORD (1983)
 FE2582
 FE2582                         *CURRENT SURVEY CONTROL
 FE2582  ___________________________________________________________________
 FE2582* NAD 83(1995)-  35 27 57.06278(N)    089 46 14.85220(W)     ADJUSTED  
 FE2582* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 FE2582  ___________________________________________________________________
 FE2582  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FE2582  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE2582
 FE2582  HORZ ORDER  -  SECOND
 FE2582
 FE2582.The horizontal coordinates were established by classical geodetic methods
 FE2582.and adjusted by the National Geodetic Survey in April 1999..
 FE2582
 FE2582.The orthometric height was scaled from a topographic map.
 FE2582
 FE2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2582
 FE2582.The geoid height was determined by GEOID03.
 FE2582
 FE2582;                    North         East     Units Scale Factor Converg.
 FE2582;SPC TN       -   132,244.809   257,828.881   MT  0.99996893   -2 12 27.3
 FE2582;SPC TN       -   433,873.18    845,893.59   sFT  0.99996893   -2 12 27.3
 FE2582;UTM  16      - 3,928,235.191   248,569.664   MT  1.00037912   -1 36 30.6
 FE2582
 FE2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2582!SPC TN       -   0.99998324  x   0.99996893  =   0.99995217
 FE2582!UTM  16      -   0.99998324  x   1.00037912  =   1.00036235
 FE2582
 FE2582|---------------------------------------------------------------------|
 FE2582| PID    Reference Object                     Distance      Geod. Az  |
 FE2582|                                                           dddmmss.s |
 FE2582| CG3865 CROSSTOWN RM 1                       27.260 METERS 04843     |
 FE2582| CG3864 CROSSTOWN AZ MK                                    2263437.8 |
 FE2582| FE2585 MUNFORD MUNICIPAL TANK              APPROX. 4.0 KM 2401859.5 |
 FE2582| CG3866 CROSSTOWN RM 2                       29.857 METERS 31000     |
 FE2582|---------------------------------------------------------------------|
 FE2582
 FE2582                          SUPERSEDED SURVEY CONTROL
 FE2582
 FE2582  NAD 83(1995)-  35 27 57.07113(N)    089 46 14.85327(W) AD(       ) 2
 FE2582  NAD 83(1986)-  35 27 57.07470(N)    089 46 14.85363(W) AD(       ) 2
 FE2582  NAD 27      -  35 27 56.77700(N)    089 46 14.55950(W) AD(       ) 2
 FE2582
 FE2582.Superseded values are not recommended for survey control.
 FE2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2582.See file dsdata.txt to determine how the superseded data were derived.
 FE2582
 FE2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4857028235(NAD 83)
 FE2582_MARKER: DS = TRIANGULATION STATION DISK
 FE2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2582
 FE2582  HISTORY     - Date     Condition        Report By
 FE2582  HISTORY     - 1958     MONUMENTED       CGS
 FE2582
 FE2582                          STATION DESCRIPTION
 FE2582
 FE2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2582'THE STATION IS ABOUT 3 MILES SOUTHWEST OF BRIGHTON, ABOUT 2.5 MILES
 FE2582'NORTHEAST OF MUNFORD, ABOUT 2 MILES NORTH OF ATOKA AND ON PROPERTY
 FE2582'OWNED BY DR. ABERNATHY OF COVINGTON.  IT IS 6 FEET NORTHWEST OF A
 FE2582'WHITE WITNESS POST, 32 FEET SOUTH OF A GRAVELED ROAD LEADING TO AN
 FE2582'ABANDONED GRAVEL PIT, 61 FEET NORTHWEST OF A 16 INCH TRIANGULAR
 FE2582'BLAZED TREE AND 172 FEET EAST OF THE CENTER OF A T-ROAD
 FE2582'INTERSECTION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2582'CROSSTOWN 1958.
 FE2582'
 FE2582'TO REACH THE STATION FROM THE ELEMENTARY GRADE SCHOOL IN BRIGHTON, GO
 FE2582'WEST ON A PAVED STREET FOR 0.55 MILE TO U.S.  HIGHWAY 51.  TURN
 FE2582'LEFT, SOUTHWEST ON HIGHWAY 51 FOR 3.45 MILES TO A REVERSE
 FE2582'Y-INTERSECTION.  TURN SHARP RIGHT AND GO NORTH ON A GRAVELED ROAD
 FE2582'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF THE ROAD.
 FE2582'CONTINUE NORTH AND NORTHEAST FOR 0.3 MILE TO A GATE ACROSS A
 FE2582'SIDE ROAD RIGHT.  TURN RIGHT, EAST, PASSING THROUGH THE GATE, FOR
 FE2582'0.05 MILE TO THE STATION ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 FE2582'
 FE2582'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE CORNER AND 41 FEET NORTH
 FE2582'OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH
 FE2582'AND THE DISK IS STAMPED CROSSTOWN NO 1 1958.
 FE2582'
 FE2582'REFERENCE MARK 2 IS 22 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2582'ROAD, 11 FEET SOUTHEAST OF A POWERLINE POLE AND 81 FEET EAST OF
 FE2582'THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 FE2582'DISK IS STAMPED CROSSTOWN NO 2 1958.
 FE2582'
 FE2582'THE AZIMUTH MARK IS 3 FEET NORTHEAST OF A WHITE WITNESS POST, 24 FEET
 FE2582'SOUTH OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 69 FEET WEST OF
 FE2582'THE CENTERLINE OF A GRAVELED ROAD AND ON PROPERTY OWNED BY CLARENCE
 FE2582'MCPEAK OF ATOKA.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2582'CROSSTOWN 1958.
 FE2582'
 FE2582'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1828 ***********************************************************************
 FC1828  DESIGNATION -  CROSSVILLE RADIO STA WAEW MAST
 FC1828  PID         -  FC1828
 FC1828  STATE/COUNTY-  TN/CUMBERLAND
 FC1828  USGS QUAD   -  CROSSVILLE (1982)
 FC1828
 FC1828                         *CURRENT SURVEY CONTROL
 FC1828  ___________________________________________________________________
 FC1828* NAD 83(1995)-  35 57 00.51328(N)    085 02 08.38047(W)     ADJUSTED  
 FC1828* NAVD 88     -                                                        
 FC1828  ___________________________________________________________________
 FC1828  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FC1828  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1828
 FC1828  HORZ ORDER  -  THIRD
 FC1828
 FC1828.The horizontal coordinates were established by classical geodetic methods
 FC1828.and adjusted by the National Geodetic Survey in April 1999..
 FC1828
 FC1828
 FC1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1828
 FC1828.The geoid height was determined by GEOID03.
 FC1828
 FC1828;                    North         East     Units Scale Factor Converg.
 FC1828;SPC TN       -   179,812.222   686,997.316   MT  0.99995045   +0 33 52.4
 FC1828;SPC TN       -   589,933.93  2,253,923.69   sFT  0.99995045   +0 33 52.4
 FC1828;UTM  16      - 3,980,201.903   677,163.430   MT  0.99998676   +1 09 12.7
 FC1828
 FC1828                          SUPERSEDED SURVEY CONTROL
 FC1828
 FC1828  NAD 83(1995)-  35 57 00.51821(N)    085 02 08.38090(W) AD(       ) 4
 FC1828  NAD 83(1986)-  35 57 00.52474(N)    085 02 08.38024(W) AD(       ) 4
 FC1828  NAD 27      -  35 57 00.28300(N)    085 02 08.53300(W) AD(       ) 3
 FC1828
 FC1828.Superseded values are not recommended for survey control.
 FC1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1828.See file dsdata.txt to determine how the superseded data were derived.
 FC1828
 FC1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7716380202(NAD 83)
 FC1828_MARKER: 42 = RADIO/TV MAST
 FC1828
 FC1828  HISTORY     - Date     Condition        Report By
 FC1828  HISTORY     - 1960     FIRST OBSERVED   CGS
 FC1828  HISTORY     - 1969     GOOD             CGS
 FC1828
 FC1828                          STATION DESCRIPTION
 FC1828
 FC1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1828'THE STATION IS LOCATED IN THE WEST PART OF CROSSVILLE. THE MAST IS
 FC1828'200 FEET IN OVER-ALL HEIGHT, COLORED RED AND WHITE AND THE
 FC1828'FLASHING RED LIGHT ON TOP WAS THE POINT INTERSECTED.
 FC1828
 FC1828                          STATION RECOVERY (1969)
 FC1828
 FC1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 FC1828'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FC1828'
 FC1828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST PART OF
 FC1828'CROSSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0811 ***********************************************************************
 FD0811  DESIGNATION -  CROW
 FD0811  PID         -  FD0811
 FD0811  STATE/COUNTY-  TN/LAWRENCE
 FD0811  USGS QUAD   -  DEERFIELD (1976)
 FD0811
 FD0811                         *CURRENT SURVEY CONTROL
 FD0811  ___________________________________________________________________
 FD0811* NAD 83(1995)-  35 15 31.60147(N)    087 22 30.38583(W)     ADJUSTED  
 FD0811* NAVD 88     -       273.603  (meters)     897.65   (feet)  ADJUSTED  
 FD0811  ___________________________________________________________________
 FD0811  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FD0811  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0811  DYNAMIC HT  -         273.343 (meters)     896.79  (feet)  COMP
 FD0811  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FD0811
 FD0811  HORZ ORDER  -  SECOND
 FD0811  VERT ORDER  -  SECOND    CLASS 0
 FD0811
 FD0811.The horizontal coordinates were established by classical geodetic methods
 FD0811.and adjusted by the National Geodetic Survey in April 1999..
 FD0811
 FD0811.The orthometric height was determined by differential leveling
 FD0811.and adjusted by the National Geodetic Survey in June 1991..
 FD0811
 FD0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0811
 FD0811.The geoid height was determined by GEOID03.
 FD0811
 FD0811.The dynamic height is computed by dividing the NAVD 88
 FD0811.geopotential number by the normal gravity value computed on the
 FD0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0811.degrees latitude (g = 980.6199 gals.).
 FD0811
 FD0811.The modeled gravity was interpolated from observed gravity values.
 FD0811
 FD0811;                    North         East     Units Scale Factor Converg.
 FD0811;SPC TN       -   103,557.536   474,869.780   MT  0.99999846   -0 48 18.2
 FD0811;SPC TN       -   339,755.02  1,557,968.60   sFT  0.99999846   -0 48 18.2
 FD0811;UTM  16      - 3,901,805.673   465,878.880   MT  0.99961435   -0 12 59.5
 FD0811
 FD0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0811!SPC TN       -   0.99996140  x   0.99999846  =   0.99995986
 FD0811!UTM  16      -   0.99996140  x   0.99961435  =   0.99957577
 FD0811
 FD0811|---------------------------------------------------------------------|
 FD0811| PID    Reference Object                     Distance      Geod. Az  |
 FD0811|                                                           dddmmss.s |
 FD0811| FD0812 CROW RM 1                            24.377 METERS 12405     |
 FD0811| FD0809 CROW AZ MK                                         2862225.5 |
 FD0811| FD0810 CROW RM 2                            24.657 METERS 30034     |
 FD0811|---------------------------------------------------------------------|
 FD0811
 FD0811                          SUPERSEDED SURVEY CONTROL
 FD0811
 FD0811  NAD 83(1995)-  35 15 31.60312(N)    087 22 30.38697(W) AD(       ) 2
 FD0811  NAD 83(1995)-  35 15 31.60961(N)    087 22 30.38737(W) AD(       ) 2
 FD0811  NAD 83(1986)-  35 15 31.61272(N)    087 22 30.38670(W) AD(       ) 2
 FD0811  NAD 27      -  35 15 31.32300(N)    087 22 30.31480(W) AD(       ) 2
 FD0811  NGVD 29 (??/??/92)  273.562  (m)          897.51   (f) ADJ UNCH    2 0
 FD0811
 FD0811.Superseded values are not recommended for survey control.
 FD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0811.See file dsdata.txt to determine how the superseded data were derived.
 FD0811
 FD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6587901806(NAD 83)
 FD0811_MARKER: DD = SURVEY DISK
 FD0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0811_STAMPING: CROW 1962
 FD0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0811+STABILITY: SURFACE MOTION
 FD0811
 FD0811  HISTORY     - Date     Condition        Report By
 FD0811  HISTORY     - 1962     MONUMENTED       TNHD
 FD0811  HISTORY     - 1962     GOOD             TNHD
 FD0811
 FD0811                          STATION DESCRIPTION
 FD0811
 FD0811'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0811'3 MI W FROM LAWRENCEBURG.
 FD0811'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0811'IN LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 3.2 MILES TO THE
 FD0811'STATION ON THE RIGHT.  THE STATION IS 29 FEET NORTHEAST OF THE
 FD0811'CENTERLINE OF U.S. HIGHWAY 64, 71 FEET EAST OF A UTILITY POLE 117,
 FD0811'15 FEET SOUTH OF A WIRE FENCE AND 35 FEET WEST OF THE CENTER OF
 FD0811'A WIRE FENCE GATE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0811'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0811'FLUSH WITH THE GROUND.
 FD0811
 FD0811                          STATION RECOVERY (1962)
 FD0811
 FD0811'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0811'THE STATION IS LOCATED ABOUT 3 MILES WEST OF LAWRENCEBURG.
 FD0811'
 FD0811'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 64 AND U S
 FD0811'HIGHWAY 43 IN LAWRENCEBURG,
 FD0811'GO 3.2 MILES WEST ON U S HIGHWAY 64 TO THE STATION
 FD0811'ON THE RIGHT.
 FD0811'
 FD0811'THE STATION IS 71 FEET EAST OF UTILITY POLE 117, 35 FEET WEST OF THE
 FD0811'CENTER OF A WIRE FENCE
 FD0811'GATE, 29 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U S
 FD0811'HIGHWAY 64, AND 15 FEET SOUTH
 FD0811'OF A WIRE FENCE.  THE SURFACE AND
 FD0811'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FD0811'DEPARTMENT DISKS AND
 FD0811'THE DISKS ARE STAMPED CROW 1962.  THE UNDERGROUND MARK IS ABOUT 30
 FD0811'INCHES BELOW THE
 FD0811'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH
 FD0811'SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0811'
 FD0811'REFERENCE MARK NO 1 IS 54 FEET NORTHWEST OF UTILITY POLE 116, 29 FEET
 FD0811'NORTHEAST OF THE APPROXIMATE
 FD0811'CENTER OF U S HIGHWAY 64, AND 3 FEET SOUTHWEST OF
 FD0811'A WIRE FENCE.  IT IS A STANDARD
 FD0811'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0811'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0811'THE DISK IS STAMPED
 FD0811'CROW RM 1 1962.
 FD0811'
 FD0811'REFERENCE MARK NO 2 IS 64 FEET NORTH OF UTILITY POLE 117, 33 FEET
 FD0811'NORTHEAST OF THE
 FD0811'APPROXIMATE CENTER OF U S HIGHWAY 64, AND 6 FEET OF A WIRE FENCE.
 FD0811'IT IS A STANDARD
 FD0811'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0811'SQUARE CONCRETE MONUMENT,
 FD0811'PROJECTING 1 INCH, AND THE DISK IS STAMPED
 FD0811'CROW RM 2 1962.
 FD0811'
 FD0811'THE AZIMUTH MARK IS 51 FEET SOUTH OF THE APPROXIMATE CENTER OF U S
 FD0811'HIGHWAY 64, 30 FEET EAST OF
 FD0811'UTILITY POLE 121, AND 2.4 FEET SOUTHEAST OF A SIGN
 FD0811'POST.  IT IS A STANDARD TENNESSEE
 FD0811'HIGHWAY DEPARTMENT REFERENCE MARK
 FD0811'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0811'MONUMENT AND THE DISK
 FD0811'IS STAMPED CROW AZI 1962.
 FD0811'
 FD0811'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.2 MILES WEST ON U S
 FD0811'HIGHWAY 64 TO THE MARK ON
 FD0811'THE LEFT.
 FD0811'
 FD0811'OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 FD0811'
 FD0811'HEIGHT OF LIGHT ABOVE STATION MARK 26.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0809 ***********************************************************************
 FD0809  DESIGNATION -  CROW AZ MK
 FD0809  PID         -  FD0809
 FD0809  STATE/COUNTY-  TN/LAWRENCE
 FD0809  USGS QUAD   -  DEERFIELD (1976)
 FD0809
 FD0809                         *CURRENT SURVEY CONTROL
 FD0809  ___________________________________________________________________
 FD0809* NAD 83(1986)-  35 15 35.     (N)    087 22 43.     (W)     SCALED    
 FD0809* NAVD 88     -       263.147  (meters)     863.34   (feet)  ADJUSTED  
 FD0809  ___________________________________________________________________
 FD0809  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0809  DYNAMIC HT  -         262.896 (meters)     862.52  (feet)  COMP
 FD0809  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 FD0809
 FD0809  VERT ORDER  -  SECOND    CLASS 0
 FD0809
 FD0809.The horizontal coordinates were scaled from a topographic map and have
 FD0809.an estimated accuracy of +/- 6 seconds.
 FD0809
 FD0809.The orthometric height was determined by differential leveling
 FD0809.and adjusted by the National Geodetic Survey in June 1991..
 FD0809
 FD0809.The geoid height was determined by GEOID03.
 FD0809
 FD0809.The dynamic height is computed by dividing the NAVD 88
 FD0809.geopotential number by the normal gravity value computed on the
 FD0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0809.degrees latitude (g = 980.6199 gals.).
 FD0809
 FD0809.The modeled gravity was interpolated from observed gravity values.
 FD0809
 FD0809;                    North         East    Units  Estimated Accuracy
 FD0809;SPC TN       -   103,670.      474,550.      MT  (+/- 180 meters Scaled)
 FD0809
 FD0809                          SUPERSEDED SURVEY CONTROL
 FD0809
 FD0809  NGVD 29 (??/??/92)  263.104  (m)          863.20   (f) ADJ UNCH    2 0
 FD0809
 FD0809.Superseded values are not recommended for survey control.
 FD0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0809.See file dsdata.txt to determine how the superseded data were derived.
 FD0809
 FD0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE655019(NAD 83)
 FD0809_MARKER: DD = SURVEY DISK
 FD0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0809_STAMPING: CROW AZI 1962
 FD0809_MARK LOGO: TNHD  
 FD0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0809+STABILITY: SURFACE MOTION
 FD0809
 FD0809  HISTORY     - Date     Condition        Report By
 FD0809  HISTORY     - 1962     MONUMENTED       TNHD
 FD0809
 FD0809                          STATION DESCRIPTION
 FD0809
 FD0809'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0809'3 MI W FROM LAWRENCEBURG.
 FD0809'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0809'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 3.4 MILES TO THE
 FD0809'MARK ON THE LEFT.  THE AZIMUTH MARK IS 51 FEET SOUTH OF THE
 FD0809'CENTERLINE OF U.S. HIGHWAY 64, 30 FEET EAST OF UTILITY POLE 121
 FD0809'AND 2.4 FEET SOUTHEAST OF A SIGN POST.  THE MARK IS A STANDARD
 FD0809'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0809'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0812 ***********************************************************************
 FD0812  DESIGNATION -  CROW RM 1
 FD0812  PID         -  FD0812
 FD0812  STATE/COUNTY-  TN/LAWRENCE
 FD0812  USGS QUAD   -  DEERFIELD (1976)
 FD0812
 FD0812                         *CURRENT SURVEY CONTROL
 FD0812  ___________________________________________________________________
 FD0812* NAD 83(1986)-  35 15 31.     (N)    087 22 30.     (W)     SCALED    
 FD0812* NAVD 88     -       273.841  (meters)     898.43   (feet)  ADJUSTED  
 FD0812  ___________________________________________________________________
 FD0812  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0812  DYNAMIC HT  -         273.580 (meters)     897.57  (feet)  COMP
 FD0812  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FD0812
 FD0812  VERT ORDER  -  SECOND    CLASS 0
 FD0812
 FD0812.The horizontal coordinates were scaled from a topographic map and have
 FD0812.an estimated accuracy of +/- 6 seconds.
 FD0812
 FD0812.The orthometric height was determined by differential leveling
 FD0812.and adjusted by the National Geodetic Survey in June 1991..
 FD0812
 FD0812.The geoid height was determined by GEOID03.
 FD0812
 FD0812.The dynamic height is computed by dividing the NAVD 88
 FD0812.geopotential number by the normal gravity value computed on the
 FD0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0812.degrees latitude (g = 980.6199 gals.).
 FD0812
 FD0812.The modeled gravity was interpolated from observed gravity values.
 FD0812
 FD0812;                    North         East    Units  Estimated Accuracy
 FD0812;SPC TN       -   103,540.      474,880.      MT  (+/- 180 meters Scaled)
 FD0812
 FD0812                          SUPERSEDED SURVEY CONTROL
 FD0812
 FD0812  NGVD 29 (??/??/92)  273.799  (m)          898.29   (f) ADJ UNCH    2 0
 FD0812
 FD0812.Superseded values are not recommended for survey control.
 FD0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0812.See file dsdata.txt to determine how the superseded data were derived.
 FD0812
 FD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE658017(NAD 83)
 FD0812_MARKER: DD = SURVEY DISK
 FD0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0812_STAMPING: CROW RM 1 1962
 FD0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0812+STABILITY: SURFACE MOTION
 FD0812
 FD0812  HISTORY     - Date     Condition        Report By
 FD0812  HISTORY     - 1962     MONUMENTED       TNHD
 FD0812
 FD0812                          STATION DESCRIPTION
 FD0812
 FD0812'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0812'3 MI W FROM LAWRENCEBURG.
 FD0812'THIS MARK IS LOCATED AT THE CROW 1962 STATION SITE, 29 FEET
 FD0812'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, 54 FEET NORTHWEST
 FD0812'OF UTILITY POLE 116, 3 FEET SOUTHWEST OF A WIRE FENCE AND 80
 FD0812'FEET SOUTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0812'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0812'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0810 ***********************************************************************
 FD0810  DESIGNATION -  CROW RM 2
 FD0810  PID         -  FD0810
 FD0810  STATE/COUNTY-  TN/LAWRENCE
 FD0810  USGS QUAD   -  DEERFIELD (1976)
 FD0810
 FD0810                         *CURRENT SURVEY CONTROL
 FD0810  ___________________________________________________________________
 FD0810* NAD 83(1986)-  35 15 31.     (N)    087 22 30.     (W)     SCALED    
 FD0810* NAVD 88     -       274.243  (meters)     899.75   (feet)  ADJUSTED  
 FD0810  ___________________________________________________________________
 FD0810  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0810  DYNAMIC HT  -         273.981 (meters)     898.89  (feet)  COMP
 FD0810  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 FD0810
 FD0810  VERT ORDER  -  SECOND    CLASS 0
 FD0810
 FD0810.The horizontal coordinates were scaled from a topographic map and have
 FD0810.an estimated accuracy of +/- 6 seconds.
 FD0810
 FD0810.The orthometric height was determined by differential leveling
 FD0810.and adjusted by the National Geodetic Survey in June 1991..
 FD0810
 FD0810.The geoid height was determined by GEOID03.
 FD0810
 FD0810.The dynamic height is computed by dividing the NAVD 88
 FD0810.geopotential number by the normal gravity value computed on the
 FD0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0810.degrees latitude (g = 980.6199 gals.).
 FD0810
 FD0810.The modeled gravity was interpolated from observed gravity values.
 FD0810
 FD0810;                    North         East    Units  Estimated Accuracy
 FD0810;SPC TN       -   103,540.      474,880.      MT  (+/- 180 meters Scaled)
 FD0810
 FD0810                          SUPERSEDED SURVEY CONTROL
 FD0810
 FD0810  NGVD 29 (??/??/92)  274.200  (m)          899.60   (f) ADJ UNCH    2 0
 FD0810
 FD0810.Superseded values are not recommended for survey control.
 FD0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0810.See file dsdata.txt to determine how the superseded data were derived.
 FD0810
 FD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE658017(NAD 83)
 FD0810_MARKER: DD = SURVEY DISK
 FD0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0810_STAMPING: CROW RM 2 1962
 FD0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0810+STABILITY: SURFACE MOTION
 FD0810
 FD0810  HISTORY     - Date     Condition        Report By
 FD0810  HISTORY     - 1962     MONUMENTED       TNHD
 FD0810
 FD0810                          STATION DESCRIPTION
 FD0810
 FD0810'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0810'3 MI W FROM LAWRENCEBURG.
 FD0810'THIS MARK IS LOCATED AT THE CROW 1962 STATION SITE, 33 FEET
 FD0810'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, 64 FEET NORTH
 FD0810'OF UTILITY POLE 117, 6 FEET SOUTH OF A WIRE FENCE AND 81 FEET
 FD0810'NORTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0810'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0810'MONUMENT THAT PROJECTS 1-INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1558 ***********************************************************************
 FD1558  DESIGNATION -  CROWDER 2 AZ MK
 FD1558  PID         -  FD1558
 FD1558  STATE/COUNTY-  TN/LAWRENCE
 FD1558  USGS QUAD   -  BONNERTOWN (1988)
 FD1558
 FD1558                         *CURRENT SURVEY CONTROL
 FD1558  ___________________________________________________________________
 FD1558* NAD 83(1995)-  35 00 19.54766(N)    087 15 15.37530(W)     ADJUSTED  
 FD1558* NAVD 88     -       265.8    (meters)     872.     (feet)  VERTCON   
 FD1558  ___________________________________________________________________
 FD1558  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FD1558  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FD1558
 FD1558  HORZ ORDER  -  SECOND
 FD1558
 FD1558.The horizontal coordinates were established by classical geodetic methods
 FD1558.and adjusted by the National Geodetic Survey in April 1999..
 FD1558
 FD1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1558
 FD1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1558
 FD1558.The geoid height was determined by GEOID03.
 FD1558
 FD1558;                    North         East     Units Scale Factor Converg.
 FD1558;SPC TN       -    75,304.252   485,504.631   MT  1.00005216   -0 44 03.5
 FD1558;SPC TN       -   247,060.70  1,592,859.78   sFT  1.00005216   -0 44 03.5
 FD1558;UTM  16      - 3,873,674.753   476,798.865   MT  0.99960663   -0 08 45.1
 FD1558
 FD1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1558!SPC TN       -   0.99996258  x   1.00005216  =   1.00001474
 FD1558!UTM  16      -   0.99996258  x   0.99960663  =   0.99956923
 FD1558
 FD1558                          SUPERSEDED SURVEY CONTROL
 FD1558
 FD1558  NAD 83(1995)-  35 00 19.54766(N)    087 15 15.37532(W) AD(       ) 2
 FD1558  NAD 83(1995)-  35 00 19.55635(N)    087 15 15.38001(W) AD(       ) 2
 FD1558  NAD 83(1986)-  35 00 19.55811(N)    087 15 15.37858(W) AD(       ) 2
 FD1558  NAD 27      -  35 00 19.25865(N)    087 15 15.31822(W) AD(       ) 2
 FD1558  NGVD 29 (07/19/86)  265.7    (m)          872.     (f) VERT ANG       
 FD1558
 FD1558.Superseded values are not recommended for survey control.
 FD1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1558.See file dsdata.txt to determine how the superseded data were derived.
 FD1558
 FD1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7679973675(NAD 83)
 FD1558_MARKER: DZ = AZIMUTH MARK DISK
 FD1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1558+STABILITY: SURFACE MOTION
 FD1558
 FD1558  HISTORY     - Date     Condition        Report By
 FD1558  HISTORY     - 1979     MONUMENTED       NGS
 FD1558
 FD1558                          STATION DESCRIPTION
 FD1558
 FD1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1558'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF
 FD1558'LEXINGTON, ALABAMA, 2-1/2 MILES EAST OF BONNERTOWN,
 FD1558'TENNESSEE, 2 MILES WEST OF THE GILES-LAWRENCE COUNTY
 FD1558'LINE, 0.35 MILE NORTH OF THE ALABAMA STATE LINE, AND ON
 FD1558'PROPERTY OF DR. V.H. CROWDER, P.O. BOX 530,
 FD1558'LAWRENCEBURG, TN 38464.
 FD1558'TELEPHONE NUMBER 615-762-4601.
 FD1558'
 FD1558'TO REACH THE STATION FROM THE CROSSROAD IN BONNERTOWN, WHICH IS
 FD1558'0.4 MILE NORTH OF THE ALABAMA STATE LINE ON STATE ROUTE 98,
 FD1558'GO EASTERLY ON A PAVED ROAD FOR 2.5 MILES TO A SIDE ROAD RIGHT.
 FD1558'TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.1 MILE TO THE
 FD1558'STATION ON THE LEFT.
 FD1558'
 FD1558'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FD1558'STAMPED---CROWDER 2 1979---,
 FD1558'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FD1558'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 FD1558'45  FEET SOUTH FROM A 30-INCH OAK TREE AND
 FD1558'25 FEET EAST FROM THE CENTER OF THE DIRT ROAD.
 FD1558'
 FD1558'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2586 ***********************************************************************
 GC2586  DESIGNATION -  CROWEL
 GC2586  PID         -  GC2586
 GC2586  STATE/COUNTY-  TN/HUMPHREYS
 GC2586  USGS QUAD   -  TENNESSEE CITY (1973)
 GC2586
 GC2586                         *CURRENT SURVEY CONTROL
 GC2586  ___________________________________________________________________
 GC2586* NAD 83(1995)-  36 01 10.67474(N)    087 32 55.75277(W)     ADJUSTED  
 GC2586* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 GC2586  ___________________________________________________________________
 GC2586  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GC2586  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC2586
 GC2586  HORZ ORDER  -  SECOND
 GC2586
 GC2586.The horizontal coordinates were established by classical geodetic methods
 GC2586.and adjusted by the National Geodetic Survey in April 1999..
 GC2586
 GC2586.The orthometric height was scaled from a topographic map.
 GC2586
 GC2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2586
 GC2586.The geoid height was determined by GEOID03.
 GC2586
 GC2586;                    North         East     Units Scale Factor Converg.
 GC2586;SPC TN       -   188,198.332   460,399.579   MT  0.99995363   -0 54 24.3
 GC2586;SPC TN       -   617,447.36  1,510,494.29   sFT  0.99995363   -0 54 24.3
 GC2586;UTM  16      - 3,986,265.199   450,548.166   MT  0.99963013   -0 19 21.9
 GC2586
 GC2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2586!SPC TN       -   0.99996495  x   0.99995363  =   0.99991858
 GC2586!UTM  16      -   0.99996495  x   0.99963013  =   0.99959510
 GC2586
 GC2586|---------------------------------------------------------------------|
 GC2586| PID    Reference Object                     Distance      Geod. Az  |
 GC2586|                                                           dddmmss.s |
 GC2586| CG5186 CROWEL RM 1                          33.592 METERS 00559     |
 GC2586| CG5185 CROWEL AZ MK                                       0340607.6 |
 GC2586| CG5188 CROWEL RM 3                          12.133 METERS 20528     |
 GC2586| CG5187 CROWEL RM 2                          33.879 METERS 24548     |
 GC2586|---------------------------------------------------------------------|
 GC2586
 GC2586                          SUPERSEDED SURVEY CONTROL
 GC2586
 GC2586  NAD 83(1995)-  36 01 10.67621(N)    087 32 55.75625(W) AD(       ) 2
 GC2586  NAD 83(1995)-  36 01 10.67718(N)    087 32 55.75655(W) AD(       ) 2
 GC2586  NAD 83(1986)-  36 01 10.68502(N)    087 32 55.75464(W) AD(       ) 2
 GC2586  NAD 27      -  36 01 10.46400(N)    087 32 55.70100(W) AD(       ) 2
 GC2586
 GC2586.Superseded values are not recommended for survey control.
 GC2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2586.See file dsdata.txt to determine how the superseded data were derived.
 GC2586
 GC2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5054886265(NAD 83)
 GC2586_MARKER: DS = TRIANGULATION STATION DISK
 GC2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2586_STAMPING: CROWEL 1934
 GC2586_MARK LOGO: CGS   
 GC2586
 GC2586  HISTORY     - Date     Condition        Report By
 GC2586  HISTORY     - 1934     MONUMENTED       CGS
 GC2586  HISTORY     - 1953     GOOD             CGS
 GC2586  HISTORY     - 1972     GOOD             LOCENG
 GC2586  HISTORY     - 1975     GOOD             NGS
 GC2586
 GC2586                          STATION DESCRIPTION
 GC2586
 GC2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2586'ABOUT 6-1/2 MILES SOUTH OF TENNESSEE CITY, ABOUT 7-3/4 MILES
 GC2586'SOUTH-SOUTHEAST OF MCEWEN, 2.7 MILES EAST-SOUTHEAST OF HOLLAND
 GC2586'SCHOOL, ON PROPERTY OF LEE CROWEL, 16 FEET NORTHWEST OF 12-INCH
 GC2586'TRIANGLE-BLAZED OAK TREE, 13 YARDS EAST OF ROAD TO TENNESSEE CITY,
 GC2586'AND 6 YARDS EAST OF 4-INCH DOUBLE-OAK TREE.  TO REACH FROM MCEWEN, GO
 GC2586'EAST 0.3 MILE ON U.S. ROUTE 70 AND TURN SOUTH (RIGHT) ONTO GRAVEL
 GC2586'ROAD JUST PAST NEW BRICK HOUSE ON RIGHT, GO 2.65 MILES AND TURN RIGHT
 GC2586'ACROSS CREEK AT WHITE HOUSE ON LEFT, GO 0.7 MILE AND KEEP RIGHT ON
 GC2586'MAIN ROAD ACROSS CREEK, FOLLOW MAIN ROAD 3.05 MILES AND TURN
 GC2586'SHARPLY TO LEFT ACROSS WOODEN BRIDGE AT TWO MAIL BOXES ON LEFT, GO
 GC2586'0.6 MILE AND TURN RIGHT ACROSS CREEK AT TWO MAIL BOXES JUST
 GC2586'BEFORE REACHING HOLLAND SCHOOL FOLLOW MAIN ROAD 2.85 MILES AND TURN
 GC2586'LEFT ONTO DIM ROAD AT TRIANGLE-BLAZED TREE ON RIGHT, GO 0.2 MILE,
 GC2586'AND CONTINUE STRAIGHT AHEAD AT T-ROAD ON RIGHT 0.2 MILE TO WHERE ROAD
 GC2586'RUNS OUT OF WOODS AT STATION.  SURFACE AND UNDERGROUND MARKS ARE
 GC2586'STANDARD STATION DISKS IN CONCRETE.  REFERENCE AND
 GC2586'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2586'NO. 1 IS 5 YARDS EAST OF 4-INCH DOUBLE PERSIMMON TREE, 20 YARDS
 GC2586'EAST OF ROAD TO TENNESSEE CITY, AND 110.21 FEET FROM STATION.
 GC2586'NO. 2 IS 6 YARDS NORTH-NORTHWEST OF
 GC2586'8-INCH HICKORY TREE AND ACROSS ROAD FROM AND 111.17 FEET FROM STATION.
 GC2586'AZIMUTH MARK IS 18 YARDS SOUTHEAST OF
 GC2586'CENTER LINE OF ROAD TO TENNESSEE CITY, 5 YARDS SOUTHWEST OF 24-INCH
 GC2586'OAK TREE, AND 250 YARDS FROM STATION.
 GC2586
 GC2586                          STATION RECOVERY (1953)
 GC2586
 GC2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2586'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2586'CONDITION.  DISTANCE AND DIRECTION TO ALL MARKS CHECKED.  THE
 GC2586'OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE PROPERTY OWNER
 GC2586'WHO IS NOW MR. JIM HUSTED.  A NEW TO REACH FOLLOWS.
 GC2586'
 GC2586'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND
 GC2586'STATE HIGHWAY 48, IN DICKSON, GO SOUTH ON HIGHWAY 48 FOR 8.0 MILE
 GC2586'TO THE TOWN OF OAK GROVE AND THE INTERSECTION OF SAM HOLLOW ROAD.
 GC2586'TURN RIGHT AND GO WEST ON SAM HOLLOW ROAD FOR 2.1 MILE TO THE
 GC2586'INTERSECTION OF GARNER CREEK ROAD.  CONTINUE ON SAM HOLLOW ROAD FOR
 GC2586'0.4 MILE TO A FORK, TAKE RIGHT FORK AND GO 1.7 MILES TO A T-ROAD
 GC2586'RIGHT.  TURN RIGHT AND GO 0.3 MILE TO THE STATION ON THE LEFT.
 GC2586'CONTINUE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GC2586'
 GC2586'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 GC2586
 GC2586                          STATION RECOVERY (1972)
 GC2586
 GC2586'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JEV)
 GC2586'CROWEL STATION MARK RECOVERED IN GOOD CONDITION.
 GC2586'
 GC2586'CROWEL STATION MARK 1934 USC AND GS FOUND STAMPED ON THE POINT.
 GC2586'
 GC2586'ADD--STATION IS 55 FEET N. W. FROM CENTERLINE PRESENT ROAD.  AND
 GC2586'CHANGE 12 INCH BLAZED OAK TREE TO READ 20.2 FEET NORTHWEST OF 20
 GC2586'INCH BLAZED OAK TREE.
 GC2586'
 GC2586'R. M. CROWEL NO. 1 FOUND BROKE.  + OR - (14 INCHES BROKEN OFF).
 GC2586'
 GC2586'STATION DESTROYED.
 GC2586'
 GC2586'R. M. 2 (CROWEL) RECOVERED IN GOOD CONDITION.
 GC2586'
 GC2586'CROWEL NO. 2 1934 FOUND STAMPED ON THE POINT.
 GC2586'
 GC2586'CHANGE DESCRIPTION TO READ R. M. NO. 2 IS S 60 W FROM STATION AND ON
 GC2586'SAME SIDE OF ROAD.
 GC2586'T. V. A. POST AND SIGN.
 GC2586'
 GC2586'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.75 MI. SSE. OF MCEWEN.
 GC2586
 GC2586                          STATION RECOVERY (1975)
 GC2586
 GC2586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2586'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 GC2586'IN GOOD CONDITION AFTER A LONG SEARCH.  REFERENCE MARK 1 WAS FOUND
 GC2586'WITH THE TOP PORTION BROKEN OFF AND THE DISK WAS SALVAGED.
 GC2586'REFERENCE MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE
 GC2586'MARK 1 CHECKED.  THE 1953 RECOVERY NOTE WAS POOR AND IN ERROR
 GC2586'ON THE TO REACH.  A NEW AND WHAT IS THOUGHT TO BE A BETTER
 GC2586'DESCRIPTION FOLLOWS--
 GC2586'
 GC2586'THE STATION IS ABOUT 7-3/4 MILES SOUTHEAST OF MCEWEN, 1 FOOT
 GC2586'SOUTHWEST OF A METAL WITNESS POST, 21 FEET NORTHWEST OF A 24 INCH
 GC2586'OAK TREE, 56 FEET NORTHWEST OF THE CENTERLINE OF GRAVELED ROAD, 42
 GC2586'FEET NORTHEAST OF A 10 INCH OAK TREE AND 25 FEET EAST OF THE
 GC2586'CENTERLINE OF A FIELD ENTRANCE.  THE MONUMENT PROJECTS 4 INCHES
 GC2586'AND THE DISK IS STAMPED CROWEL 1934.
 GC2586'
 GC2586'TO REACH THE STATION FROM THE MAIN CROSSROAD AT TENNESSEE CITY
 GC2586'(STEDWELLS GROCERY AND SERVICE STATION IN NORTHEAST ANGLE), GO WEST
 GC2586'ON U. S. HIGHWAY 70 FOR 0.25 MILE TO A PAVED ROAD LEFT.  TURN LEFT
 GC2586'AND GO SOUTH ON THE PAVED ROAD FOR 0.2 MILE TO A ROAD FORK.  TAKE
 GC2586'THE RIGHT FORK AND CONTINUE SOUTHERLY ON GRAVELED ROAD FOR 1.1 MILES
 GC2586'TO A ROAD FORK.  KEEP LEFT FORK AND CONTINUE SOUTHERLY FOR 1.0 MILE
 GC2586'TO A FORK.  KEEP RIGHT FORK AND CONTINUE SOUTHERLY ON GRAVELED
 GC2586'ROAD FOR 0.55 MILE TO A ROAD RIGHT.  CONTINUE SOUTHERLY ON
 GC2586'THE ROAD FOR 3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 GC2586'CONTINUE SOUTHERLY ON THE ROAD FOR 0.25 MILE TO THE TOP OF GRADE
 GC2586'AND THE STATION ON THE RIGHT.
 GC2586'
 GC2586'REFERENCE MARK 2 IS 14 FEET WEST OF THE 14 INCH OAK TREE, 1 FOOT
 GC2586'NORTH OF A METAL WITNESS POST, AT THE SOUTHWEST EDGE OF CLEARED
 GC2586'FIELD AND 12 FEET EAST OF A 10 INCH OAK TREE.  THE MONUMENT
 GC2586'PROJECTS 12 INCHES AND THE DISK IS STAMPED CROWEL NO 2 1934.
 GC2586'
 GC2586'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM POST WITH A SCREW
 GC2586'TYPE CAP STAMPED CROWEL 1934 NO 3 1975, PROJECTING 4 INCHES, 1 FOOT
 GC2586'SOUTHEAST OF A METAL WITNESS POST, 4 FEET EAST OF A 10 INCH OAK
 GC2586'TREE, 26 FEET SOUTHWEST OF THE 24 INCH OAK TREE, 38 FEET NORTHWEST
 GC2586'OF THE CENTERLINE OF THE ROAD AND 9 FEET SOUTHWEST OF THE CENTERLINE
 GC2586'OF THE FIELD ENTRANCE.
 GC2586'
 GC2586'THE AZIMUTH MARK IS 176 FEET WEST OF THE CENTERLINE OF THE ROAD, 16
 GC2586'FEET SOUTHWEST OF A 40 INCH OAK TREE, 1 FOOT SOUTHEAST OF A METAL
 GC2586'WITNESS POST AND 80 FEET WEST OF A POWER POLE.  THE MONUMENT
 GC2586'PROJECTS 8 INCHES AND THE DISK IS STAMPED CROWEL AZ 1934.
 GC2586'
 GC2586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 GC2586'SOUTH OF TENN. CITY.
 GC2586'
 GC2586'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2266 ***********************************************************************
 FE2266  DESIGNATION -  CROWN
 FE2266  PID         -  FE2266
 FE2266  STATE/COUNTY-  TN/CHESTER
 FE2266  USGS QUAD   -  MASSEYVILLE (1961)
 FE2266
 FE2266                         *CURRENT SURVEY CONTROL
 FE2266  ___________________________________________________________________
 FE2266* NAD 83(1995)-  35 22 12.56530(N)    088 43 29.31207(W)     ADJUSTED  
 FE2266* NAVD 88     -       181.45   (+/-2cm)     595.3    (feet)  VERTCON   
 FE2266  ___________________________________________________________________
 FE2266  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FE2266  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2266
 FE2266  HORZ ORDER  -  SECOND
 FE2266  VERT ORDER  -  THIRD ? (See Below)
 FE2266
 FE2266.The horizontal coordinates were established by classical geodetic methods
 FE2266.and adjusted by the National Geodetic Survey in April 1999..
 FE2266
 FE2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2266.The vertical order pertains to the NGVD 29 superseded value.
 FE2266
 FE2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2266
 FE2266.The geoid height was determined by GEOID03.
 FE2266
 FE2266;                    North         East     Units Scale Factor Converg.
 FE2266;SPC TN       -   118,482.142   352,419.240   MT  0.99998097   -1 35 42.8
 FE2266;SPC TN       -   388,720.16  1,156,228.79   sFT  0.99998097   -1 35 42.8
 FE2266;UTM  16      - 3,915,458.761   343,312.527   MT  0.99990256   -0 59 55.0
 FE2266
 FE2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2266!SPC TN       -   0.99997593  x   0.99998097  =   0.99995690
 FE2266!UTM  16      -   0.99997593  x   0.99990256  =   0.99987849
 FE2266
 FE2266|---------------------------------------------------------------------|
 FE2266| PID    Reference Object                     Distance      Geod. Az  |
 FE2266|                                                           dddmmss.s |
 FE2266| CG3868 CROWN RM 1                           23.076 METERS 01855     |
 FE2266| CG3870 CROWN RM 3                           20.010 METERS 02057     |
 FE2266| FE2267 HENDERSON BLACK TANK                APPROX.10.9 KM 0442940.0 |
 FE2266| CG3869 CROWN RM 2                           26.498 METERS 13603     |
 FE2266| FE2279 ROSS                                APPROX.10.0 KM 2252630.6 |
 FE2266| CG3867 CROWN AZ MK                                        3101452.6 |
 FE2266|---------------------------------------------------------------------|
 FE2266
 FE2266                          SUPERSEDED SURVEY CONTROL
 FE2266
 FE2266  NAD 83(1995)-  35 22 12.57195(N)    088 43 29.31763(W) AD(       ) 2
 FE2266  NAD 83(1986)-  35 22 12.57733(N)    088 43 29.31318(W) AD(       ) 2
 FE2266  NAD 27      -  35 22 12.29000(N)    088 43 29.11500(W) AD(       ) 2
 FE2266  NGVD 29 (07/19/86)  181.46   (m)          595.3    (f) LEVELING    3  
 FE2266
 FE2266.Superseded values are not recommended for survey control.
 FE2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2266.See file dsdata.txt to determine how the superseded data were derived.
 FE2266
 FE2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4331315459(NAD 83)
 FE2266_MARKER: DS = TRIANGULATION STATION DISK
 FE2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2266_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2266_STAMPING: CROWN 1934
 FE2266_MARK LOGO: CGS   
 FE2266
 FE2266  HISTORY     - Date     Condition        Report By
 FE2266  HISTORY     - 1934     MONUMENTED       CGS
 FE2266  HISTORY     - 1973     GOOD             TVA
 FE2266  HISTORY     - 1976     GOOD             NGS
 FE2266
 FE2266                          STATION DESCRIPTION
 FE2266
 FE2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2266'ON SITE OF OLD CROWN POINT SCHOOL (DESTROYED), 2.2 MILES SOUTHWEST OF
 FE2266'MONTEZUMA, 6.9 MILES NORTHEAST OF SILERTON, 7 MILES SOUTHWEST OF
 FE2266'HENDERSON, AND ON CLEARED PATCH OF LAND BELONGING TO MRS. OLIVER
 FE2266'STUMP. TO REACH FROM RAILROAD STATION IN SILERTON, GO
 FE2266'NORTHEAST 6.1 MILES ON ROUTE 105 (5.6 MILES FROM COUNTY LINE) TO
 FE2266'CROSSROADS, TURN LEFT ONTO DIRT ROAD, AND GO 0.6 MILE TO TOP OF
 FE2266'RIDGE AND STATION. ALSO REACHED FROM NORTHEAST BY TAKING ROUTE 105
 FE2266'SOUTHWEST FROM HENDERSON 7.0 MILES, OR 2.2 MILES SOUTHWEST OF
 FE2266'MONTEZUMA. STATION IS 77 FEET SOUTHWEST OF CENTER LINE OF ROAD AND 39
 FE2266'FEET SOUTHWEST OF 16-INCH OAK TREE WITH TRIANGULAR BLAZE. SURFACE
 FE2266'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2266'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FE2266'DISKS IN CONCRETE.  NO. 1 IS 18 FEET SOUTHWEST OF CENTER
 FE2266'LINE OF ROAD, 5.7 FEET SOUTH OF 6-INCH OAK TREE, AND 75.71 FEET FROM
 FE2266'STATION N 18 DEG 55 MIN E. NO. 2 IS 25 FEET EAST OF DIM
 FE2266'WOODS ROAD AND 86.83 FEET FROM STATION S 43 DEG 37 MIN E.
 FE2266'AZIMUTH MARK IS AT INTERSECTION OF ROADS ON PROPERTY OF JAKE DROKE,
 FE2266'ABOUT 17 YARDS WEST OF 24-INCH OAK TREE IN INTERSECTION OF ROAD,
 FE2266'ABOUT 25 FEET SOUTH OF CENTER LINE OF MAIN ROAD, 20 FEET NORTH OF
 FE2266'ROAD TO HOUSE, AND 0.3 MILE FROM STATION N 49 DEG 46 MIN W.
 FE2266
 FE2266                          STATION RECOVERY (1973)
 FE2266
 FE2266'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (NOD)
 FE2266'CONDITION OF POINT WHEN FOUND GOOD.
 FE2266'
 FE2266'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CROWN STATION MARK
 FE2266'STA.
 FE2266'
 FE2266'MARKER OKAY.  DESC IN BULLETIN GOOD.
 FE2266'
 FE2266'ADD NEW REFS.
 FE2266'
 FE2266'POST AND SIGN SET 2.0 FEET W OF MARKER.
 FE2266'
 FE2266'N 20 E 70.0 TO POWER POLE.
 FE2266'S 23.0 TO 8 INCH RED OAK.
 FE2266'N 15 W 50.0 TO 12 INCH POST OAK.
 FE2266'
 FE2266'CROWN RM NO 1-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE2266'
 FE2266'THIS REF MARK MON HAS BEEN DESTROYED BY DOZER WORK.
 FE2266'
 FE2266'MON AND CAP STILL INTACT.
 FE2266'
 FE2266'CROWN RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2266'
 FE2266'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT R.M NO 2.
 FE2266'
 FE2266'R.M NO. 2 IS IN GOOD CONDITION--DESC. IN BULLETIN OKAY.
 FE2266'
 FE2266'ADD NEW REFS.
 FE2266'8.0 FEET S 20 E TO 10 INCH PINE.
 FE2266'12.5 S 50 W TO 16 INCH BLACK JACK OAK.
 FE2266'2.0 FEET W TO POST AND SIGN.
 FE2266'
 FE2266'CROWN AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE2266'
 FE2266'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CROWN AZI.
 FE2266'
 FE2266'DESC. IN BULLETIN GOOD.
 FE2266'
 FE2266'ADD NEW REFS.
 FE2266'107.5 E TO POWER POLE.
 FE2266'54.5 S 50 E TO 12 INCH POST OAK.
 FE2266'
 FE2266'POST AND SIGN SET 1.5 FEET S.W. OF MARKER.
 FE2266'
 FE2266'MARKER SET IN NE CORNER OF TRIANGLE FORMED BY ROAD DITCHES.
 FE2266'
 FE2266'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.5 MI SW OF MONTEZUMA.
 FE2266
 FE2266                          STATION RECOVERY (1976)
 FE2266
 FE2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2266'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 FE2266'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED AND THE DISK
 FE2266'WAS SALVAGED.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED
 FE2266'BY TREES AND COULD NOT BE TAKEN AT THIS TIME.  REFERENCE MARK 3
 FE2266'WAS SET.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE IN
 FE2266'ERROR BY 0.11 OF A FOOT AND THIS IS THOUGHT TO BE AN ERROR IN THE
 FE2266'ORIGINAL MEASUREMENT.  A NEW DESCRIPTION FOLLOWS--
 FE2266'
 FE2266'THE STATION IS 77 FEET WEST OF THE CENTERLINE OF GRAVELED ROAD, 78
 FE2266'FEET SOUTHWEST OF A POWER POLE, 2 FEET EAST OF A METAL WITNESS POST,
 FE2266'23 FEET NORTH OF AN 8 INCH RED OAK AND 50 FEET SOUTHEAST OF A 12
 FE2266'INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 FE2266'STAMPED CROWN 1934.
 FE2266'
 FE2266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 FE2266'HIGHWAY 100 AT THE WEST EDGE OF HENDERSON, GO WESTERLY ON HIGHWAY
 FE2266'100 FOR 3.9 MILES TO A CROSSROADS WITH A STORE IN THE NORTHEAST
 FE2266'ANGLE.  TURN LEFT AND GO SOUTHERLY ON PAVED ROAD FOR 1.6 MILES TO
 FE2266'A PAVED T-ROAD IN THE SMALL SETTLEMENT OF MONTEZUMA.  TURN RIGHT
 FE2266'AND GO WESTERLY ON PAVED ROAD FOR 2.3 MILES TO A CROSSROAD.
 FE2266'TURN RIGHT AND GO NORTHERLY ON GRAVELED ROAD FOR 0.6 MILE TO THE
 FE2266'TOP OF GRADE AND THE STATION ON THE LEFT.  CONTINUE NORTHWEST ON
 FE2266'THE ROAD FOR 0.3 MILE TO A ROAD FORK AND THE AZIMUTH MARK.
 FE2266'
 FE2266'REFERENCE MARK 2 IS 13 FEET NORTHEAST OF A 16 INCH OAK TREE, 7 FEET
 FE2266'NORTHWEST OF A 10 INCH PINE TREE, 2 FEET EAST OF A METAL WITNESS
 FE2266'POST AND 50 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 FE2266'PROJECTS 6 INCHES AND THE DISK IS STAMPED CROWN NO 2 1934.
 FE2266'
 FE2266'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE2266'CROWN 1934 NO 3 1976, PROJECTING 2 INCHES, 1 FOOT SOUTH OF A METAL
 FE2266'WITNESS POST, 13 FEET SOUTHWEST OF THE POWER POLE AND 28 FEET WEST
 FE2266'OF THE CENTERLINE OF THE ROAD.
 FE2266'
 FE2266'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF ROAD, 20 FEET
 FE2266'NORTH OF THE CENTERLINE OF ROAD, 108 FEET WEST OF A POWER POLE, 54
 FE2266'FEET NORTHWEST OF A 12 INCH OAK TREE AND 2 FEET NORTHEAST OF A
 FE2266'METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 FE2266'IS STAMPED CROWN AZI 1934.
 FE2266'
 FE2266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES
 FE2266'SOUTHWEST OF MONTEZUMA.
 FE2266'
 FE2266'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0249 ***********************************************************************
 FE0249  DESIGNATION -  CRUMP
 FE0249  PID         -  FE0249
 FE0249  STATE/COUNTY-  TN/HARDIN
 FE0249  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0249
 FE0249                         *CURRENT SURVEY CONTROL
 FE0249  ___________________________________________________________________
 FE0249* NAD 83(1995)-  35 11 10.13571(N)    088 20 04.18237(W)     ADJUSTED  
 FE0249* NAVD 88     -       155.771  (meters)     511.06   (feet)  ADJUSTED  
 FE0249  ___________________________________________________________________
 FE0249  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FE0249  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE0249  DYNAMIC HT  -         155.629 (meters)     510.59  (feet)  COMP
 FE0249  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FE0249
 FE0249  HORZ ORDER  -  SECOND
 FE0249  VERT ORDER  -  FIRST     CLASS II
 FE0249
 FE0249.The horizontal coordinates were established by classical geodetic methods
 FE0249.and adjusted by the National Geodetic Survey in April 1999..
 FE0249
 FE0249.The orthometric height was determined by differential leveling
 FE0249.and adjusted by the National Geodetic Survey in June 1991..
 FE0249
 FE0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0249
 FE0249.The geoid height was determined by GEOID03.
 FE0249
 FE0249.The dynamic height is computed by dividing the NAVD 88
 FE0249.geopotential number by the normal gravity value computed on the
 FE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0249.degrees latitude (g = 980.6199 gals.).
 FE0249
 FE0249.The modeled gravity was interpolated from observed gravity values.
 FE0249
 FE0249;                    North         East     Units Scale Factor Converg.
 FE0249;SPC TN       -    97,156.433   387,389.606   MT  1.00001188   -1 22 00.1
 FE0249;SPC TN       -   318,754.06  1,270,960.73   sFT  1.00001188   -1 22 00.1
 FE0249;UTM  16      - 3,894,502.021   378,497.815   MT  0.99978194   -0 46 08.7
 FE0249
 FE0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0249!SPC TN       -   0.99997988  x   1.00001188  =   0.99999176
 FE0249!UTM  16      -   0.99997988  x   0.99978194  =   0.99976182
 FE0249
 FE0249|---------------------------------------------------------------------|
 FE0249| PID    Reference Object                     Distance      Geod. Az  |
 FE0249|                                                           dddmmss.s |
 FE0249| FE0250 CRUMP RM 1                          102.914 METERS 02059     |
 FE0249| FE2257 SAVENNAH CTHSE CUPOLA               APPROX. 8.8 KM 0604106.1 |
 FE0249| FE0251 CRUMP RM 2                           24.037 METERS 11030     |
 FE0249| FE2255 SHILOH NATL PARK MAIN FLAGPOLE      APPROX. 4.1 KM 1632711.6 |
 FE0249| FE2254 SHILOH NATL PARK IOWA MON           APPROX. 4.0 KM 1664630.6 |
 FE0249| CG3874 CRUMP AZ MK                                        2971849.4 |
 FE0249| FE2261 ADAMSVILLE MUNICIPAL TANK           APPROX. 6.6 KM 3200533.2 |
 FE0249|---------------------------------------------------------------------|
 FE0249
 FE0249                          SUPERSEDED SURVEY CONTROL
 FE0249
 FE0249  NAD 83(1995)-  35 11 10.13809(N)    088 20 04.18257(W) AD(       ) 2
 FE0249  NAD 83(1995)-  35 11 10.13884(N)    088 20 04.18203(W) AD(       ) 2
 FE0249  NAD 83(1995)-  35 11 10.14328(N)    088 20 04.18280(W) AD(       ) 2
 FE0249  NAD 83(1986)-  35 11 10.14457(N)    088 20 04.18231(W) AD(       ) 2
 FE0249  NAD 27      -  35 11 09.84800(N)    088 20 04.04500(W) AD(       ) 2
 FE0249  NGVD 29 (??/??/??)  155.779  (m)          511.08   (f) ADJUSTED    1 2
 FE0249
 FE0249.Superseded values are not recommended for survey control.
 FE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0249.See file dsdata.txt to determine how the superseded data were derived.
 FE0249
 FE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7849894502(NAD 83)
 FE0249_MARKER: DS = TRIANGULATION STATION DISK
 FE0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0249_STAMPING: CRUMP 1934
 FE0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0249+STABILITY: SURFACE MOTION
 FE0249
 FE0249  HISTORY     - Date     Condition        Report By
 FE0249  HISTORY     - 1934     MONUMENTED       CGS
 FE0249  HISTORY     - 1947     GOOD             CGS
 FE0249  HISTORY     - 1949     GOOD             TVA
 FE0249  HISTORY     - 1962     GOOD             TNHD
 FE0249  HISTORY     - 1967     GOOD             CGS
 FE0249
 FE0249                          STATION DESCRIPTION
 FE0249
 FE0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE0249'ABOUT 5-1/2 MILES WEST-SOUTHWEST OF SAVANNAH, NEAR SHILOH NATIONAL
 FE0249'PARK, ON STATE ROUTE 22, 2.65 MILES SOUTH ALONG ROUTE 22 FROM
 FE0249'JUNCTION OF STATE ROUTE 22 AND U. S. ROUTE 64 AT CRUMP, 200 FEET
 FE0249'SOUTHWEST OF HOME OF S.P.BARLOW, AT SOUTHEAST CORNER OF
 FE0249'FIELD, AT NORTH EDGE OF WOODS, 47.8 FEET NORTHWEST OF CENTER OF
 FE0249'HIGHWAY, AND 38.1 FEET NORTH-NORTHWEST OF LARGE DOUBLE-OAK
 FE0249'TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE0249'CONCRETE. REFERENCE AND AZIMUTH MARKS ARE
 FE0249'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS ON WEST
 FE0249'SIDE OF ROAD, 30 FEET SOUTHEAST OF LARGE OAK TREE, AND 337.65 FEET
 FE0249'FROM STATION.  NO. 2 IS ON
 FE0249'EAST SIDE OF ROAD, ABOUT 30 FEET FROM CENTER LINE THEREOF, AND 78.87
 FE0249'FEET FROM STATION. AZIMUTH MARK IS
 FE0249'AT EAST EDGE OF WOODS AND WEST EDGE OF FIELD, ABOUT 100 FEET SOUTH OF
 FE0249'MID-POINT, 25 FEET SOUTHEAST OF 15-INCH HICKORY, 10 FEET
 FE0249'EAST OF FENCE, AND ABOUT 300 YARDS FROM STATION.
 FE0249
 FE0249                          STATION RECOVERY (1947)
 FE0249
 FE0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 FE0249'2.7 MI S FROM CRUMP.
 FE0249'2.45 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0249'AND CEMETERY AT CRUMP, THENCE ABOUT 0.25 MILE WEST ALONG A
 FE0249'GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST,
 FE0249'300 FEET SOUTHWEST AND ACROSS THE ROAD NORTHWEST FROM A SMALL
 FE0249'FARM HOUSE, 49 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 150
 FE0249'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD NORTHWEST, 37 FEET
 FE0249'NORTH OF A TRIANGULAR BLAZED 16-INCH OAK TREE, 69 FEET NORTHWEST
 FE0249'AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED 8-INCH WILD CHERRY
 FE0249'TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 FE0249'FOOT ABOVE THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 FE0249'PROJECTING 6 INCHES.
 FE0249
 FE0249                          STATION RECOVERY (1949)
 FE0249
 FE0249'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE0249'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED 5-1/2 MILES SW
 FE0249'OF SAVANNAH. THE DISK IS STAMPED CRUMP 1934.
 FE0249'
 FE0249'ADD 80 FEET NE OF A Y-INTERSECTION AND 0.2 MILE NE OF STATE HIGHWAY
 FE0249'22. A STEEL POST IS SET 2 FEET E OF THE MARK.
 FE0249
 FE0249                          STATION RECOVERY (1962)
 FE0249
 FE0249'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FE0249'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE OLD
 FE0249'DESCRIPTION WAS FOUND TO BE INADEQUATE AND A COMPLETE
 FE0249'DESCRIPTION FOLLOWS-
 FE0249'
 FE0249'THE STATION IS ABOUT 5.5 MILES SOUTHEAST OF ADAMSVILLE.
 FE0249'
 FE0249'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 15 AND 22,
 FE0249'GO 2.5 MILES SOUTH ON STATE ROUTE 22 TO A PAVED ROAD, TURN
 FE0249'RIGHT, WEST, AND GO 0.3 MILE TO THE STATION ON THE RIGHT AS
 FE0249'DESCRIBED. ALL MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS.
 FE0249'
 FE0249'THE STATION IS 48 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FE0249'PAVED ROAD, 33 FEET EAST OF A 20-INCH OAK TREE, 2.5 FEET
 FE0249'NORTHWEST OF A WITNESS POST. IT IS STAMPED CRUMP 1934.
 FE0249'
 FE0249'REFERENCE MARK NO. 1 IS 19 FEET WEST OF THE APPROXIMATE CENTER OF A
 FE0249'GRAVEL ROAD AND 20 FEET NORTHWEST OF A 5-INCH PINE TREE. IT IS
 FE0249'STAMPED CRUMP NO. 1 1934.
 FE0249'
 FE0249'REFERENCE MARK NO. 2 IS 25 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 FE0249'OF A PAVED ROAD AND 9 FEET NORTHWEST OF A UTILITY POLE. IT
 FE0249'IS STAMPED CRUMP NO. 2 1934.
 FE0249'
 FE0249'THE AZIMUTH MARK IS IN THE EAST EDGE OF WOODS AND WEST EDGE OF FIELD
 FE0249'ABOUT 300 YARDS NORTHWEST OF THE STATION.
 FE0249'
 FE0249'IT IS 21 FEET NORTHEAST OF A TRIANGLE BLAZED 16-INCH SWEET GUM TREE
 FE0249'AND 14 FEET NORTHWEST OF A TRINGLE BLAZED 10-INCH OAK
 FE0249'TREE. IT IS STAMPED CRUMP 1934.
 FE0249
 FE0249                          STATION RECOVERY (1967)
 FE0249
 FE0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FE0249'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1962
 FE0249'RECOVERY NOTE AND FOUND IN GOOD CONDITION. THE 1962 TO-REACH
 FE0249'IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0448 ***********************************************************************
 FF0448  DESIGNATION -  CRUMP
 FF0448  PID         -  FF0448
 FF0448  STATE/COUNTY-  TN/SHELBY
 FF0448  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0448
 FF0448                         *CURRENT SURVEY CONTROL
 FF0448  ___________________________________________________________________
 FF0448* NAD 83(1995)-  35 07 31.86139(N)    090 04 22.60717(W)     ADJUSTED  
 FF0448* NAVD 88     -        91.381  (meters)     299.81   (feet)  ADJUSTED  
 FF0448  ___________________________________________________________________
 FF0448  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FF0448  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0448  DYNAMIC HT  -          91.298 (meters)     299.53  (feet)  COMP
 FF0448  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 FF0448
 FF0448  HORZ ORDER  -  SECOND
 FF0448  VERT ORDER  -  SECOND    CLASS 0
 FF0448
 FF0448.The horizontal coordinates were established by classical geodetic methods
 FF0448.and adjusted by the National Geodetic Survey in April 1999..
 FF0448
 FF0448.The orthometric height was determined by differential leveling
 FF0448.and adjusted by the National Geodetic Survey in June 1991..
 FF0448
 FF0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0448
 FF0448.The geoid height was determined by GEOID03.
 FF0448
 FF0448.The dynamic height is computed by dividing the NAVD 88
 FF0448.geopotential number by the normal gravity value computed on the
 FF0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0448.degrees latitude (g = 980.6199 gals.).
 FF0448
 FF0448.The modeled gravity was interpolated from observed gravity values.
 FF0448
 FF0448;                    North         East     Units Scale Factor Converg.
 FF0448;SPC TN       -    95,617.785   228,854.971   MT  1.00002430   -2 23 04.1
 FF0448;SPC TN       -   313,706.02    750,835.02   sFT  1.00002430   -2 23 04.1
 FF0448;SPC AR N     -    89,604.884   575,631.267   MT  0.99996778   +1 07 16.9
 FF0448;SPC AR N     -   293,978.69  1,888,550.25   sFT  0.99996778   +1 07 16.9
 FF0448;UTM  15      - 3,890,884.674   766,729.493   MT  1.00047690   +1 41 06.5
 FF0448;UTM  16      - 3,891,285.688   219,971.696   MT  1.00056653   -1 46 09.2
 FF0448
 FF0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0448!SPC TN       -   0.99998994  x   1.00002430  =   1.00001424
 FF0448!SPC AR N     -   0.99998994  x   0.99996778  =   0.99995772
 FF0448!UTM  15      -   0.99998994  x   1.00047690  =   1.00046683
 FF0448!UTM  16      -   0.99998994  x   1.00056653  =   1.00055646
 FF0448
 FF0448:                Primary Azimuth Mark                     Grid Az
 FF0448:SPC TN       -  CRUMP AZ MK                              107 49 46.9
 FF0448:SPC AR N     -  CRUMP AZ MK                              104 19 25.9
 FF0448:UTM  15      -  CRUMP AZ MK                              103 45 36.3
 FF0448:UTM  16      -  CRUMP AZ MK                              107 12 52.0
 FF0448
 FF0448|---------------------------------------------------------------------|
 FF0448| PID    Reference Object                     Distance      Geod. Az  |
 FF0448|                                                           dddmmss.s |
 FF0448| FF0449 CRUMP AZ MK                                        1052642.8 |
 FF0448| FF0446 CRUMP RM 1                           22.269 METERS 14536     |
 FF0448| FF0447 CRUMP RM 2                           31.309 METERS 29723     |
 FF0448|---------------------------------------------------------------------|
 FF0448
 FF0448                          SUPERSEDED SURVEY CONTROL
 FF0448
 FF0448  NAD 83(1995)-  35 07 31.86363(N)    090 04 22.60678(W) AD(       ) 2
 FF0448  NAD 83(1995)-  35 07 31.86743(N)    090 04 22.60654(W) AD(       ) 2
 FF0448  NAD 83(1986)-  35 07 31.87164(N)    090 04 22.60845(W) AD(       ) 2
 FF0448  NAD 27      -  35 07 31.54420(N)    090 04 22.27360(W) AD(       ) 2
 FF0448  NGVD 29 (??/??/??)   91.345  (m)          299.69   (f) ADJUSTED    2 0
 FF0448
 FF0448.Superseded values are not recommended for survey control.
 FF0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0448.See file dsdata.txt to determine how the superseded data were derived.
 FF0448
 FF0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6672990885(NAD 83)
 FF0448_MARKER: DE = TRAVERSE STATION DISK
 FF0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0448_STAMPING: CRUMP 1959
 FF0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0448+STABILITY: SURFACE MOTION
 FF0448
 FF0448  HISTORY     - Date     Condition        Report By
 FF0448  HISTORY     - 1959     MONUMENTED       CGS
 FF0448  HISTORY     - 1959     GOOD             CGS
 FF0448  HISTORY     - 19950625 MARK NOT FOUND   TN1620
 FF0448  HISTORY     - 20001128 MARK NOT FOUND   USE
 FF0448
 FF0448                          STATION DESCRIPTION
 FF0448
 FF0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0448'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE
 FF0448'MEMPHIS-ARKANSAS BRIDGE.  IT IS 33 FEET EAST OF THE NORTHEAST
 FF0448'CORNER STONE OF THE BRIDGE AND 24 FEET NORTH OF THE NORTH
 FF0448'CURB OF THE HIGHWAY.
 FF0448'
 FF0448'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0448'CRUMP 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0448'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FF0448'
 FF0448'THE UNDERGROUND MARK IS A STANDARD TRAVERSE STATION DISK
 FF0448'STAMPED CRUMP 1959 AND IS SET ABOUT 30 INCHES BELOW THE
 FF0448'SURFACE OF THE GROUND.
 FF0448'
 FF0448'REFERENCE MARK 1, A STANDARD DISK STAMPED CRUMP NO 1 1959,
 FF0448'IS SET IN A DRILL HOLE IN A CONCRETE WALK.  IT IS 19 FEET
 FF0448'EAST OF A LIGHT POST, 4 FEET NORTH OF THE NORTH CURB OF
 FF0448'THE HIGHWAY, AND 1 FOOT NORTH OF THE SOUTH EDGE OF THE WALK.
 FF0448'
 FF0448'REFERENCE MARK 2, A STANDARD DISK STAMPED CRUMP NO 2 1959,
 FF0448'IS SET IN A DRILL HOLE IN A CONCRETE WALK.  IT IS 6 FEET
 FF0448'SOUTH OF A CONCRETE GUARD WALL, 2 FEET NORTH OF THE NORTH
 FF0448'CURB OF THE HIGHWAY, AND 2 FEET SOUTH OF THE SOUTH EDGE
 FF0448'OF THE FIRST SPAN OF THE BRIDGE.
 FF0448'
 FF0448'THE AZIMUTH MARK, A STANDARD DISK STAMPED CRUMP 1959, IS
 FF0448'SET IN A DRILL HOLE IN A CONCRETE WALK.  IT IS 72 FEET
 FF0448'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE TOWN PARK MOTEL
 FF0448'RESTAURANT.
 FF0448
 FF0448                          STATION RECOVERY (1959)
 FF0448
 FF0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0448'AT MEMPHIS.
 FF0448'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE
 FF0448'MEMPHIS-ARKANSAS BRIDGE.  IT IS 33 FEET EAST OF THE NORTHEAST
 FF0448'CORNER STONE OF THE BRIDGE AND 24 FEET NORTH OF THE NORTH CURB
 FF0448'OF THE HIGHWAY.  THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE
 FF0448'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 0.9 MILE NORTH
 FF0448'OF X 214.
 FF0448
 FF0448                          STATION RECOVERY (1995)
 FF0448
 FF0448'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0448'MARK NOT FOUND.
 FF0448
 FF0448                          STATION RECOVERY (2000)
 FF0448
 FF0448'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0448'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0449 ***********************************************************************
 FF0449  DESIGNATION -  CRUMP AZ MK
 FF0449  PID         -  FF0449
 FF0449  STATE/COUNTY-  TN/SHELBY
 FF0449  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0449
 FF0449                         *CURRENT SURVEY CONTROL
 FF0449  ___________________________________________________________________
 FF0449* NAD 83(1986)-  35 07 27.     (N)    090 04 02.     (W)     SCALED    
 FF0449* NAVD 88     -        86.510  (meters)     283.82   (feet)  ADJUSTED  
 FF0449  ___________________________________________________________________
 FF0449  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0449  DYNAMIC HT  -          86.432 (meters)     283.57  (feet)  COMP
 FF0449  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 FF0449
 FF0449  VERT ORDER  -  SECOND    CLASS 0
 FF0449
 FF0449.The horizontal coordinates were scaled from a topographic map and have
 FF0449.an estimated accuracy of +/- 6 seconds.
 FF0449
 FF0449.The orthometric height was determined by differential leveling
 FF0449.and adjusted by the National Geodetic Survey in June 1991..
 FF0449
 FF0449.The geoid height was determined by GEOID03.
 FF0449
 FF0449.The dynamic height is computed by dividing the NAVD 88
 FF0449.geopotential number by the normal gravity value computed on the
 FF0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0449.degrees latitude (g = 980.6199 gals.).
 FF0449
 FF0449.The modeled gravity was interpolated from observed gravity values.
 FF0449
 FF0449;                    North         East    Units  Estimated Accuracy
 FF0449;SPC TN       -    95,450.      229,370.      MT  (+/- 180 meters Scaled)
 FF0449
 FF0449                          SUPERSEDED SURVEY CONTROL
 FF0449
 FF0449  NGVD 29 (??/??/??)   86.474  (m)          283.71   (f) ADJUSTED    2 0
 FF0449
 FF0449.Superseded values are not recommended for survey control.
 FF0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0449.See file dsdata.txt to determine how the superseded data were derived.
 FF0449
 FF0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU672907(NAD 83)
 FF0449_MARKER: DZ = AZIMUTH MARK DISK
 FF0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0449_SP_SET: SIDEWALK
 FF0449_STAMPING: CRUMP 1959
 FF0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0449
 FF0449  HISTORY     - Date     Condition        Report By
 FF0449  HISTORY     - 1959     MONUMENTED       CGS
 FF0449  HISTORY     - 19950625 MARK NOT FOUND   TN1620
 FF0449
 FF0449                          STATION DESCRIPTION
 FF0449
 FF0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0449'AT MEMPHIS.
 FF0449'THIS MARK IS 0.3 MILE EAST ALONG CRUMP BLVD. FROM THE EAST END
 FF0449'OF THE MISSISSIPPI RIVER BRIDGE, SET IN A DRILL HOLE IN A CONCRETE
 FF0449'WALK.  IT IS 71 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CURB OF A
 FF0449'CUT-OFF FROM CRUMP BLVD. TO PENNSYLVANIA STREET, 71 FEET
 FF0449'NORTHWEST OF THE NORTHEAST CORNER OF THE TOWN PARK MOTOR
 FF0449'HOTEL, 63 FEET SOUTH-SOUTHEAST OF A LAMP POST.
 FF0449
 FF0449                          STATION RECOVERY (1995)
 FF0449
 FF0449'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0250 ***********************************************************************
 FE0250  DESIGNATION -  CRUMP RM 1
 FE0250  PID         -  FE0250
 FE0250  STATE/COUNTY-  TN/HARDIN
 FE0250  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0250
 FE0250                         *CURRENT SURVEY CONTROL
 FE0250  ___________________________________________________________________
 FE0250* NAD 83(1986)-  35 11 10.     (N)    088 20 03.     (W)     SCALED    
 FE0250* NAVD 88     -       155.475  (meters)     510.09   (feet)  ADJUSTED  
 FE0250  ___________________________________________________________________
 FE0250  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE0250  DYNAMIC HT  -         155.333 (meters)     509.62  (feet)  COMP
 FE0250  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FE0250
 FE0250  VERT ORDER  -  FIRST     CLASS II
 FE0250
 FE0250.The horizontal coordinates were scaled from a topographic map and have
 FE0250.an estimated accuracy of +/- 6 seconds.
 FE0250
 FE0250.The orthometric height was determined by differential leveling
 FE0250.and adjusted by the National Geodetic Survey in June 1991..
 FE0250
 FE0250.The geoid height was determined by GEOID03.
 FE0250
 FE0250.The dynamic height is computed by dividing the NAVD 88
 FE0250.geopotential number by the normal gravity value computed on the
 FE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0250.degrees latitude (g = 980.6199 gals.).
 FE0250
 FE0250.The modeled gravity was interpolated from observed gravity values.
 FE0250
 FE0250;                    North         East    Units  Estimated Accuracy
 FE0250;SPC TN       -    97,150.      387,420.      MT  (+/- 180 meters Scaled)
 FE0250
 FE0250                          SUPERSEDED SURVEY CONTROL
 FE0250
 FE0250  NGVD 29 (??/??/??)  155.483  (m)          510.11   (f) ADJUSTED    1 2
 FE0250
 FE0250.Superseded values are not recommended for survey control.
 FE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0250.See file dsdata.txt to determine how the superseded data were derived.
 FE0250
 FE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD785944(NAD 83)
 FE0250_MARKER: DR = REFERENCE MARK DISK
 FE0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0250_STAMPING: CRUMP NO 1 1934
 FE0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0250+STABILITY: SURFACE MOTION
 FE0250
 FE0250  HISTORY     - Date     Condition        Report By
 FE0250  HISTORY     - 1934     MONUMENTED       CGS
 FE0250  HISTORY     - 1947     GOOD             CGS
 FE0250
 FE0250                          STATION DESCRIPTION
 FE0250
 FE0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0250'2.7 MI S FROM CRUMP.
 FE0250'2.45 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0250'AND CEMETERY AT CRUMP, THENCE ABOUT 0.25 MILE WEST ALONG A
 FE0250'GRAVEL ROAD, AT THE JUNCTION OF A ROAD LEADING NORTHWEST, 250
 FE0250'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 130 FEET
 FE0250'WEST AND ACROSS THE ROAD NORTHWEST FROM THE NORTHWEST CORNER OF
 FE0250'A SMALL FRAME HOUSE, 20 FEET SOUTHWEST OF THE CENTER LINE OF A
 FE0250'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD NORTHWEST AND
 FE0250'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0446 ***********************************************************************
 FF0446  DESIGNATION -  CRUMP RM 1
 FF0446  PID         -  FF0446
 FF0446  STATE/COUNTY-  TN/SHELBY
 FF0446  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0446
 FF0446                         *CURRENT SURVEY CONTROL
 FF0446  ___________________________________________________________________
 FF0446* NAD 83(1986)-  35 07 30.     (N)    090 04 20.     (W)     SCALED    
 FF0446* NAVD 88     -        90.745  (meters)     297.72   (feet)  ADJUSTED  
 FF0446  ___________________________________________________________________
 FF0446  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0446  DYNAMIC HT  -          90.663 (meters)     297.45  (feet)  COMP
 FF0446  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FF0446
 FF0446  VERT ORDER  -  SECOND    CLASS 0
 FF0446
 FF0446.The horizontal coordinates were scaled from a topographic map and have
 FF0446.an estimated accuracy of +/- 6 seconds.
 FF0446
 FF0446.The orthometric height was determined by differential leveling
 FF0446.and adjusted by the National Geodetic Survey in June 1991..
 FF0446
 FF0446.The geoid height was determined by GEOID03.
 FF0446
 FF0446.The dynamic height is computed by dividing the NAVD 88
 FF0446.geopotential number by the normal gravity value computed on the
 FF0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0446.degrees latitude (g = 980.6199 gals.).
 FF0446
 FF0446.The modeled gravity was interpolated from observed gravity values.
 FF0446
 FF0446;                    North         East    Units  Estimated Accuracy
 FF0446;SPC TN       -    95,560.      228,920.      MT  (+/- 180 meters Scaled)
 FF0446
 FF0446                          SUPERSEDED SURVEY CONTROL
 FF0446
 FF0446  NGVD 29 (??/??/??)   90.710  (m)          297.60   (f) ADJUSTED    2 0
 FF0446
 FF0446.Superseded values are not recommended for survey control.
 FF0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0446.See file dsdata.txt to determine how the superseded data were derived.
 FF0446
 FF0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU667908(NAD 83)
 FF0446_MARKER: DR = REFERENCE MARK DISK
 FF0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0446_SP_SET: SIDEWALK
 FF0446_STAMPING: CRUMP NO 1 1959
 FF0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0446
 FF0446  HISTORY     - Date     Condition        Report By
 FF0446  HISTORY     - 1959     MONUMENTED       CGS
 FF0446  HISTORY     - 19950625 MARK NOT FOUND   TN1620
 FF0446
 FF0446                          STATION DESCRIPTION
 FF0446
 FF0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0446'AT MEMPHIS.
 FF0446'THE MARK IS LOCATED AT THE CRUMP STATION SITE, SET IN A DRILL
 FF0446'HOLE IN A CONCRETE WALK.  IT IS 73.1 FEET SOUTHEAST OF THE
 FF0446'STATION MARK, 19 FEET EAST OF A LIGHT POST, 4 FEET NORTH OF
 FF0446'THE NORTH CURB OF THE HIGHWAY, AND 1 FOOT NORTH OF THE SOUTH
 FF0446'EDGE OF THE WALK.
 FF0446
 FF0446                          STATION RECOVERY (1995)
 FF0446
 FF0446'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0251 ***********************************************************************
 FE0251  DESIGNATION -  CRUMP RM 2
 FE0251  PID         -  FE0251
 FE0251  STATE/COUNTY-  TN/HARDIN
 FE0251  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0251
 FE0251                         *CURRENT SURVEY CONTROL
 FE0251  ___________________________________________________________________
 FE0251* NAD 83(1986)-  35 11 09.     (N)    088 20 03.     (W)     SCALED    
 FE0251* NAVD 88     -       155.380  (meters)     509.78   (feet)  ADJUSTED  
 FE0251  ___________________________________________________________________
 FE0251  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE0251  DYNAMIC HT  -         155.238 (meters)     509.31  (feet)  COMP
 FE0251  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FE0251
 FE0251  VERT ORDER  -  FIRST     CLASS II
 FE0251
 FE0251.The horizontal coordinates were scaled from a topographic map and have
 FE0251.an estimated accuracy of +/- 6 seconds.
 FE0251
 FE0251.The orthometric height was determined by differential leveling
 FE0251.and adjusted by the National Geodetic Survey in June 1991..
 FE0251
 FE0251.The geoid height was determined by GEOID03.
 FE0251
 FE0251.The dynamic height is computed by dividing the NAVD 88
 FE0251.geopotential number by the normal gravity value computed on the
 FE0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0251.degrees latitude (g = 980.6199 gals.).
 FE0251
 FE0251.The modeled gravity was interpolated from observed gravity values.
 FE0251
 FE0251;                    North         East    Units  Estimated Accuracy
 FE0251;SPC TN       -    97,120.      387,420.      MT  (+/- 180 meters Scaled)
 FE0251
 FE0251                          SUPERSEDED SURVEY CONTROL
 FE0251
 FE0251  NGVD 29 (??/??/??)  155.388  (m)          509.80   (f) ADJUSTED    1 2
 FE0251
 FE0251.Superseded values are not recommended for survey control.
 FE0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0251.See file dsdata.txt to determine how the superseded data were derived.
 FE0251
 FE0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD785944(NAD 83)
 FE0251_MARKER: DR = REFERENCE MARK DISK
 FE0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0251_STAMPING: CRUMP NO 2 1934
 FE0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0251+STABILITY: SURFACE MOTION
 FE0251
 FE0251  HISTORY     - Date     Condition        Report By
 FE0251  HISTORY     - 1934     MONUMENTED       CGS
 FE0251  HISTORY     - 1947     GOOD             CGS
 FE0251
 FE0251                          STATION DESCRIPTION
 FE0251
 FE0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0251'2.7 MI S FROM CRUMP.
 FE0251'2.45 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0251'AND CEMETERY AT CRUMP, THENCE ABOUT 0.25 MILE WEST ALONG A GRAVEL
 FE0251'ROAD AT THE JUNCTION OF A ROAD LEADING NORTHWEST, 286 FEET SOUTH
 FE0251'OF THE SOUTHWEST CORNER OF A SMALL FRAME HOUSE, 106 FEET
 FE0251'SOUTHWEST OF THE PROLONGED CENTER LINE OF THE ROAD NORTHWEST, 33
 FE0251'FEET NORTHEAST OF A TRIANGULAR BLAZED 16-INCH OAK TREE, 20 FEET
 FE0251'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A
 FE0251'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION AND SET
 FE0251'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0447 ***********************************************************************
 FF0447  DESIGNATION -  CRUMP RM 2
 FF0447  PID         -  FF0447
 FF0447  STATE/COUNTY-  TN/SHELBY
 FF0447  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0447
 FF0447                         *CURRENT SURVEY CONTROL
 FF0447  ___________________________________________________________________
 FF0447* NAD 83(1986)-  35 07 30.     (N)    090 04 20.     (W)     SCALED    
 FF0447* NAVD 88     -        91.960  (meters)     301.71   (feet)  ADJUSTED  
 FF0447  ___________________________________________________________________
 FF0447  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0447  DYNAMIC HT  -          91.877 (meters)     301.43  (feet)  COMP
 FF0447  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FF0447
 FF0447  VERT ORDER  -  SECOND    CLASS 0
 FF0447
 FF0447.The horizontal coordinates were scaled from a topographic map and have
 FF0447.an estimated accuracy of +/- 6 seconds.
 FF0447
 FF0447.The orthometric height was determined by differential leveling
 FF0447.and adjusted by the National Geodetic Survey in June 1991..
 FF0447
 FF0447.The geoid height was determined by GEOID03.
 FF0447
 FF0447.The dynamic height is computed by dividing the NAVD 88
 FF0447.geopotential number by the normal gravity value computed on the
 FF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0447.degrees latitude (g = 980.6199 gals.).
 FF0447
 FF0447.The modeled gravity was interpolated from observed gravity values.
 FF0447
 FF0447;                    North         East    Units  Estimated Accuracy
 FF0447;SPC TN       -    95,560.      228,920.      MT  (+/- 180 meters Scaled)
 FF0447
 FF0447                          SUPERSEDED SURVEY CONTROL
 FF0447
 FF0447  NGVD 29 (??/??/??)   91.924  (m)          301.59   (f) ADJUSTED    2 0
 FF0447
 FF0447.Superseded values are not recommended for survey control.
 FF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0447.See file dsdata.txt to determine how the superseded data were derived.
 FF0447
 FF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU667908(NAD 83)
 FF0447_MARKER: DR = REFERENCE MARK DISK
 FF0447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FF0447_SP_SET: DRILL HOLE IN SIDEWALK
 FF0447_STAMPING: CRUMP NO 2 1959
 FF0447_MARK LOGO: CGS   
 FF0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0447+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0447
 FF0447  HISTORY     - Date     Condition        Report By
 FF0447  HISTORY     - 1959     MONUMENTED       CGS
 FF0447  HISTORY     - 1985     SEE DESCRIPTION  ARHD
 FF0447  HISTORY     - 19950625 MARK NOT FOUND   TN1620
 FF0447  HISTORY     - 20001127 GOOD             CGS
 FF0447  HISTORY     - 20001127 GOOD             USACE
 FF0447  HISTORY     - 20021028 GOOD             USACE
 FF0447
 FF0447                          STATION DESCRIPTION
 FF0447
 FF0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0447'AT MEMPHIS.
 FF0447'THIS MARK IS LOCATED AT THE STATION SITE, 102.7 FT. WEST-NORTHWEST
 FF0447'OF THE STATION MARK, 6 FT. SOUTH OF A CONCRETE GUARD WALL, 2 FT.
 FF0447'NORTH OF THE NORTH CURB OF THE HIGHWAY, 2 FT. SOUTH OF THE SOUTH
 FF0447'EDGE OF THE FIRST SPAN OF THE BRIDGE, A DISK SET IN A DRILL HOLE
 FF0447'IN A CONCRETE WALK.
 FF0447
 FF0447                          STATION RECOVERY (1985)
 FF0447
 FF0447'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 1985 (RO)
 FF0447'RECOVERED AS DESCRIBED.
 FF0447
 FF0447                          STATION RECOVERY (1995)
 FF0447
 FF0447'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0447'MARK NOT FOUND.
 FF0447
 FF0447                          STATION RECOVERY (2000)
 FF0447
 FF0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (JMH)
 FF0447'RECOVERED IN GOOD CONDITION.
 FF0447
 FF0447                          STATION RECOVERY (2000)
 FF0447
 FF0447'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF0447'MARK WAS RECOVERED IN GOOD CONDITION.
 FF0447
 FF0447                          STATION RECOVERY (2002)
 FF0447
 FF0447'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2443 ***********************************************************************
 FE2443  DESIGNATION -  CRYSA
 FE2443  PID         -  FE2443
 FE2443  STATE/COUNTY-  TN/HAYWOOD
 FE2443  USGS QUAD   -  TURNPIKE (1981)
 FE2443
 FE2443                         *CURRENT SURVEY CONTROL
 FE2443  ___________________________________________________________________
 FE2443* NAD 83(1995)-  35 37 05.65136(N)    089 27 47.58784(W)     ADJUSTED  
 FE2443* NAVD 88     -       107.06   (+/-2cm)     351.2    (feet)  VERTCON   
 FE2443  ___________________________________________________________________
 FE2443  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 FE2443  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2443
 FE2443  HORZ ORDER  -  SECOND
 FE2443  VERT ORDER  -  THIRD ? (See Below)
 FE2443
 FE2443.The horizontal coordinates were established by classical geodetic methods
 FE2443.and adjusted by the National Geodetic Survey in April 1999..
 FE2443
 FE2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2443.The vertical order pertains to the NGVD 29 superseded value.
 FE2443
 FE2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2443
 FE2443.The geoid height was determined by GEOID03.
 FE2443
 FE2443;                    North         East     Units Scale Factor Converg.
 FE2443;SPC TN       -   148,109.335   286,324.839   MT  0.99995546   -2 01 39.0
 FE2443;SPC TN       -   485,922.04    939,384.08   sFT  0.99995546   -2 01 39.0
 FE2443;UTM  16      - 3,944,400.463   276,908.600   MT  1.00021335   -1 26 06.5
 FE2443
 FE2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2443!SPC TN       -   0.99998752  x   0.99995546  =   0.99994298
 FE2443!UTM  16      -   0.99998752  x   1.00021335  =   1.00020087
 FE2443
 FE2443|---------------------------------------------------------------------|
 FE2443| PID    Reference Object                     Distance      Geod. Az  |
 FE2443|                                                           dddmmss.s |
 FE2443| CG3876 CRYSA RM 1                           26.375 METERS 12317     |
 FE2443| FE2517 STANTON MUNICIPAL TANK              APPROX.18.1 KM 1614524.2 |
 FE2443| FE2637 TABERNACLE LOT                      APPROX.14.1 KM 2120505.2 |
 FE2443| CG3877 CRYSA RM 2                           27.994 METERS 22014     |
 FE2443| CG3875 CRYSA AZ MK                                        2820341.9 |
 FE2443| FE2632 RIPLEY MUNICIPAL TANK               APPROX.15.3 KM 3371427.7 |
 FE2443|---------------------------------------------------------------------|
 FE2443
 FE2443                          SUPERSEDED SURVEY CONTROL
 FE2443
 FE2443  NAD 83(1995)-  35 37 05.65755(N)    089 27 47.58913(W) AD(       ) 2
 FE2443  NAD 83(1986)-  35 37 05.66271(N)    089 27 47.58878(W) AD(       ) 2
 FE2443  NAD 27      -  35 37 05.37720(N)    089 27 47.32510(W) AD(       ) 2
 FE2443  NGVD 29 (07/19/86)  107.05   (m)          351.2    (f) LEVELING    3  
 FE2443
 FE2443.Superseded values are not recommended for survey control.
 FE2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2443.See file dsdata.txt to determine how the superseded data were derived.
 FE2443
 FE2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7690944400(NAD 83)
 FE2443_MARKER: DS = TRIANGULATION STATION DISK
 FE2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2443
 FE2443  HISTORY     - Date     Condition        Report By
 FE2443  HISTORY     - 1958     MONUMENTED       CGS
 FE2443
 FE2443                          STATION DESCRIPTION
 FE2443
 FE2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2443'THE STATION IS ABOUT 11 MILES NORTHEAST OF COVINGTON, ABOUT 9-1/2
 FE2443'MILES SOUTHEAST OF RIPLEY AND IS ON THE PROPERTY OF MR. L.B.
 FE2443'ESTES. IT IS 117 FEET EAST OF THE NORTHEAST CORNER OF A FRAME STORE
 FE2443'BUILDING, 33 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 25 FEET
 FE2443'WEST OF TWIN MAPLE TREES AND 10 FEET SOUTH OF A WHITE WITNESS POST.
 FE2443'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CRYSA 1958.
 FE2443'
 FE2443'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HENNING, GO EAST
 FE2443'UNDER UNDERPASS ON PAVED ROAD FOR 0.25 MILE TO A ROAD FORK. TAKE
 FE2443'LEFT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 5.7 MILES TO A SIDE ROAD
 FE2443'LEFT. CONTINUE AHEAD EAST FOR 1.75 MILES TO A SIDE ROAD LEFT
 FE2443'AND THE AZIMUTH MARK AT THE NORTHEAST CORNER OF THE INTERSECTION.
 FE2443'CONTINUE AHEAD FOR 0.25 MILES TO THE STATION ON THE RIGHT.
 FE2443'
 FE2443'REFERENCE MARK 1 IS 118 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2443'FRAME HOUSE, 75 FEET WEST OF THE CENTERLINE OF A GRAVELED
 FE2443'DRIVEWAY AND 70 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD. THE
 FE2443'MONUMENT IS FLUSH AND THE DISK IS STAMPED CRYSA NO 1 1958.
 FE2443'
 FE2443'REFERENCE MARK 2 IS 113 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 FE2443'ROAD, 65 EAST OF THE SOUTHEAST CORNER OF THE FRAME STORE BUILDING
 FE2443'AND 49 FEET NORTHEAST OF A 18 INCH CEDAR TREE. THE MONUMENT IS FLUSH
 FE2443'AND THE DISK IS STAMPED CRYSA NO 2 1958.
 FE2443'
 FE2443'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 FE2443'20 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 3 FEET NORTH OF A
 FE2443'POWERLINE POLE WITH TRANSFORMER AND 2 FEET EAST OF A WHITE WITNESS
 FE2443'POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CRYSA
 FE2443'1958.
 FE2443'
 FE2443'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4374 ***********************************************************************
 AA4374  PACS        -  This is a Primary Airport Control Station.
 AA4374  DESIGNATION -  CSV ARP
 AA4374  PID         -  AA4374
 AA4374  STATE/COUNTY-  TN/CUMBERLAND
 AA4374  USGS QUAD   -  CROSSVILLE (1982)
 AA4374
 AA4374                         *CURRENT SURVEY CONTROL
 AA4374  ___________________________________________________________________
 AA4374* NAD 83(1995)-  35 57 03.69668(N)    085 05 04.74264(W)     ADJUSTED  
 AA4374* NAVD 88     -       567.71   (+/-2cm)    1862.6    (feet)  VERTCON   
 AA4374  ___________________________________________________________________
 AA4374  X           -     442,953.493 (meters)                     COMP
 AA4374  Y           -  -5,150,615.295 (meters)                     COMP
 AA4374  Z           -   3,724,110.554 (meters)                     COMP
 AA4374  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AA4374  ELLIP HEIGHT-         538.98  (meters)          (02/25/99) GPS OBS
 AA4374  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA4374
 AA4374  HORZ ORDER  -  B
 AA4374  VERT ORDER  -  THIRD ? (See Below)
 AA4374  ELLP ORDER  -  FOURTH    CLASS II
 AA4374
 AA4374.This mark is at Crossville Memorial Airport (CSV)
 AA4374
 AA4374.The horizontal coordinates were established by GPS observations
 AA4374.and adjusted by the National Geodetic Survey in February 1999..
 AA4374
 AA4374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4374
 AA4374.GPS derived orthometric heights for airport stations designated as
 AA4374.PACS or SACS are published to 2 decimal places.  This maintains
 AA4374.centimeter relative accuracy between the PACS and SACS.  It does
 AA4374.not indicate centimeter accuracy relative to other marks which are
 AA4374.part of the NAVD 88 network.
 AA4374.The vertical order pertains to the NGVD 29 superseded value.
 AA4374
 AA4374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4374
 AA4374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4374
 AA4374.The ellipsoidal height was determined by GPS observations
 AA4374.and is referenced to NAD 83.
 AA4374
 AA4374.The geoid height was determined by GEOID03.
 AA4374
 AA4374;                    North         East     Units Scale Factor Converg.
 AA4374;SPC TN       -   179,867.888   682,576.969   MT  0.99995048   +0 32 09.2
 AA4374;SPC TN       -   590,116.56  2,239,421.27   sFT  0.99995048   +0 32 09.2
 AA4374;UTM  16      - 3,980,212.133   672,742.627   MT  0.99996770   +1 07 29.2
 AA4374
 AA4374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4374!SPC TN       -   0.99991541  x   0.99995048  =   0.99986590
 AA4374!UTM  16      -   0.99991541  x   0.99996770  =   0.99988312
 AA4374
 AA4374                          SUPERSEDED SURVEY CONTROL
 AA4374
 AA4374  NAD 83(1995)-  35 57 03.69957(N)    085 05 04.74782(W) AD(       ) B
 AA4374  ELLIP H (09/03/94)  538.93   (m)                       GP(       ) 4 2
 AA4374  NGVD 29 (09/03/94)  567.76   (m)         1862.7    (f) LEVELING    3  
 AA4374
 AA4374.Superseded values are not recommended for survey control.
 AA4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4374.See file dsdata.txt to determine how the superseded data were derived.
 AA4374
 AA4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7274380212(NAD 83)
 AA4374_MARKER: DD = SURVEY DISK
 AA4374_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AA4374_STAMPING: ARP 1969 CSV RESET 1975
 AA4374_MARK LOGO: NOS   
 AA4374_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4374+SATELLITE: SATELLITE OBSERVATIONS - 1975
 AA4374
 AA4374  HISTORY     - Date     Condition        Report By
 AA4374  HISTORY     - 1975     MONUMENTED       NOS
 AA4374  HISTORY     - 19940502 GOOD             NGS
 AA4374
 AA4374                          STATION DESCRIPTION
 AA4374
 AA4374'DESCRIBED BY NATIONAL OCEAN SERVICE 1975 (JVD)
 AA4374'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY AND US HIGHWAY
 AA4374'127 (EXIT 317) PROCEED SOUTH ON US 127 TO THE INTERSECTION WITH US
 AA4374'HIGHWAY 70N.  TURN WEST THEN ABOUT 3.5 MI (5.63 KM) TO THE AIRPORT
 AA4374'ENTRANCE SIGN JUST PAST THE CUMBERLAND COUNTY PLAYHOUSE. FROM THE MAIN
 AA4374'RAMP PROCEED WEST ON THE TAXIWAY RUNNING PARALLEL TO THE RUNWAY TO THE
 AA4374'FIRST TAXIWAY CONNECTING TO THE RUNWAY.  CROSS RUNWAY TO THE STATION
 AA4374'ON THE SOUTH SIDE OF THE RUNWAY JUST WEST OF THE PROJECTION OF THE
 AA4374'TAXIWAY ACROSS THE RUNWAY. IT IS 176.1 FT (53.68 M) SOUTHWEST OF A
 AA4374'RUNWAY LIGHT (NUMBER 30), 69.0 FT (21.03 M) SOUTHEAST OF THE EDGE OF
 AA4374'THE RUNWAY AND 60.4 FT (18.41 M) SOUTHEAST OF A RUNWAY LIGHT (NUMBER
 AA4374'31) WHICH IS CLOSEST TO THE EXTENSION OF THE CROSSING TAXIWAY. STATION
 AA4374'MARK IS 0.5 FT (0.15 M) BELOW SURFACE OF GROUND IN A DRILL HOLE IN
 AA4374'ROCK.  THERE IS A CONCRETE WELL AROUND THE DISK.
 AA4374
 AA4374                          STATION RECOVERY (1994)
 AA4374
 AA4374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA4374'THE STATION IS LOCATED AT THE CROSSVILLE MEMORIAL AIRPORT, 176.1 FEET
 AA4374'(53.7 M) SOUTHWEST OF RUNWAY LIGHT 31, 69.0 FEET (21.0 M) SOUTHEAST
 AA4374'AND PERPENDICULAR FROM THE SOUTHEAST EDGE OF RUNWAY 7-25 AND 60.4 FEET
 AA4374'(18.4 M) SOUTHEAST OF RUNWAY LIGHT 32.  THE STATION IS A STANDARD NOS
 AA4374'DISK STAMPED ARP 1969 CSV RESET 1975 SET IN A DRILL HOLE IN A ROCK 0.5
 AA4374'FEET (15.2 CM) BELOW THE SURFACE OF THE GROUND WITH A CONCRETE WELL
 AA4374'BUILT AROUND THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4376 ***********************************************************************
 AA4376  SACS        -  This is a Secondary Airport Control Station.
 AA4376  DESIGNATION -  CSV C
 AA4376  PID         -  AA4376
 AA4376  STATE/COUNTY-  TN/CUMBERLAND
 AA4376  USGS QUAD   -  CROSSVILLE (1982)
 AA4376
 AA4376                         *CURRENT SURVEY CONTROL
 AA4376  ___________________________________________________________________
 AA4376* NAD 83(1995)-  35 57 13.61507(N)    085 04 34.19191(W)     ADJUSTED  
 AA4376* NAVD 88     -       568.38   (+/-2cm)    1864.8    (feet)  VERTCON   
 AA4376  ___________________________________________________________________
 AA4376  X           -     443,701.006 (meters)                     COMP
 AA4376  Y           -  -5,150,371.329 (meters)                     COMP
 AA4376  Z           -   3,724,358.429 (meters)                     COMP
 AA4376  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AA4376  ELLIP HEIGHT-         539.64  (meters)          (02/25/99) GPS OBS
 AA4376  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA4376
 AA4376  HORZ ORDER  -  FIRST
 AA4376  VERT ORDER  -  THIRD ? (See Below)
 AA4376  ELLP ORDER  -  FOURTH    CLASS II
 AA4376
 AA4376.This mark is at Crossville Memorial Airport (CSV)
 AA4376
 AA4376.The horizontal coordinates were established by GPS observations
 AA4376.and adjusted by the National Geodetic Survey in February 1999..
 AA4376
 AA4376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4376
 AA4376.GPS derived orthometric heights for airport stations designated as
 AA4376.PACS or SACS are published to 2 decimal places.  This maintains
 AA4376.centimeter relative accuracy between the PACS and SACS.  It does
 AA4376.not indicate centimeter accuracy relative to other marks which are
 AA4376.part of the NAVD 88 network.
 AA4376.The vertical order pertains to the NGVD 29 superseded value.
 AA4376
 AA4376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4376
 AA4376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4376
 AA4376.The ellipsoidal height was determined by GPS observations
 AA4376.and is referenced to NAD 83.
 AA4376
 AA4376.The geoid height was determined by GEOID03.
 AA4376
 AA4376;                    North         East     Units Scale Factor Converg.
 AA4376;SPC TN       -   180,180.755   683,339.642   MT  0.99995058   +0 32 27.1
 AA4376;SPC TN       -   591,143.03  2,241,923.48   sFT  0.99995058   +0 32 27.1
 AA4376;UTM  16      - 3,980,532.828   673,502.058   MT  0.99997094   +1 07 47.4
 AA4376
 AA4376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4376!SPC TN       -   0.99991531  x   0.99995058  =   0.99986589
 AA4376!UTM  16      -   0.99991531  x   0.99997094  =   0.99988625
 AA4376
 AA4376                          SUPERSEDED SURVEY CONTROL
 AA4376
 AA4376  NAD 83(1995)-  35 57 13.61795(N)    085 04 34.19715(W) AD(       ) 1
 AA4376  ELLIP H (09/03/94)  539.60   (m)                       GP(       ) 4 2
 AA4376  NGVD 29 (09/03/94)  568.43   (m)         1864.9    (f) LEVELING    3  
 AA4376
 AA4376.Superseded values are not recommended for survey control.
 AA4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4376.See file dsdata.txt to determine how the superseded data were derived.
 AA4376
 AA4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7350280533(NAD 83)
 AA4376_MARKER: DD = SURVEY DISK
 AA4376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4376_SP_SET: REIL BASE
 AA4376_STAMPING: CSV C 1993
 AA4376_MARK LOGO: NOS   
 AA4376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4376+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4376
 AA4376  HISTORY     - Date     Condition        Report By
 AA4376  HISTORY     - 1993     MONUMENTED       NOS
 AA4376  HISTORY     - 19940524 GOOD             NGS
 AA4376
 AA4376                          STATION DESCRIPTION
 AA4376
 AA4376'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AA4376'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY AND US HIGHWAY
 AA4376'127 (EXIT 317) PROCEED SOUTH ON US 127 TO THE INTERSECTION WITH US
 AA4376'HIGHWAY 70N.  TURN WEST THEN ABOUT 3.5 MI (5.63 KM) TO THE AIRPORT
 AA4376'ENTRANCE SIGN JUST PAST THE CUMBERLAND COUNTY PLAYHOUSE. FROM THE MAIN
 AA4376'RAMP PROCEED SOUTH TO TAXIWAY RUNNING PARALLEL TO THE RUNWAY THEN
 AA4376'NORTHEAST ON THE TAXIWAY TO ITS EAST END AND THE STATION NORTH OF THE
 AA4376'RUNWAY END IN THE CONCRETE BASE FOR A STROBE LIGHT (REIL). IT IS 41.51
 AA4376'M (136.19 FT) NORTH OF THE CENTERLINE END OF RUNWAY 26, 23.50 M (77.10
 AA4376'FT) NORTH OF THE NORTHERNOST THRESHOLD LIGHT (SHOWS GREEN AND RED) AND
 AA4376'14.78 M (48.49 FT) ENE OF THE EAST EDGE OF THE TAXIWAY. STATION IS SET
 AA4376'IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE BASE OF A
 AA4376'STROBE LIGHT SERVING RUNWAY END 26.
 AA4376
 AA4376                          STATION RECOVERY (1994)
 AA4376
 AA4376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA4376'THE STATION IS LOCATED NEAR RUNWAY END 26.  136.2 FT (41.5 M) NORTH OF
 AA4376'THE CL END OF RUNWAY 26, 77.7 FT (23.7 M) SOUTHEAST OF THE FIRST
 AA4376'TAXIWAY LIGHT NORTH OF THE RUNWAY END, 77.1 FT (23.5 M) NORTH FROM THE
 AA4376'NORTHERNMOST THRESHOLD LIGHT AND 48.5 FT (14.8 M) EAST-NORTHEAST OF
 AA4376'THE WESTERLY EDGE OF THE TAXIWAY.  THE STATION IS A STANDARD NOS DISK
 AA4376'SET IN A DRILL HOLE IN THE WEST CORNER OF THE CONCRETE BASE FOR THE
 AA4376'NORTHERNMOST REIL.  DISK IS STAMPED CSV C 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0596 ***********************************************************************
 FE0596  DESIGNATION -  CUB
 FE0596  PID         -  FE0596
 FE0596  STATE/COUNTY-  TN/MADISON
 FE0596  USGS QUAD   -  WESTOVER (1981)
 FE0596
 FE0596                         *CURRENT SURVEY CONTROL
 FE0596  ___________________________________________________________________
 FE0596* NAD 83(1995)-  35 37 23.22346(N)    088 58 56.89811(W)     ADJUSTED  
 FE0596* NAVD 88     -       135.697  (meters)     445.20   (feet)  ADJUSTED  
 FE0596  ___________________________________________________________________
 FE0596  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FE0596  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0596  DYNAMIC HT  -         135.576 (meters)     444.80  (feet)  COMP
 FE0596  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FE0596
 FE0596  HORZ ORDER  -  SECOND
 FE0596  VERT ORDER  -  SECOND    CLASS 0
 FE0596
 FE0596.The horizontal coordinates were established by classical geodetic methods
 FE0596.and adjusted by the National Geodetic Survey in April 1999..
 FE0596
 FE0596.The orthometric height was determined by differential leveling
 FE0596.and adjusted by the National Geodetic Survey in June 1991..
 FE0596
 FE0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0596
 FE0596.The geoid height was determined by GEOID03.
 FE0596
 FE0596.The dynamic height is computed by dividing the NAVD 88
 FE0596.geopotential number by the normal gravity value computed on the
 FE0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0596.degrees latitude (g = 980.6199 gals.).
 FE0596
 FE0596.The modeled gravity was interpolated from observed gravity values.
 FE0596
 FE0596;                    North         East     Units Scale Factor Converg.
 FE0596;SPC TN       -   147,216.702   329,869.629   MT  0.99995514   -1 44 45.8
 FE0596;SPC TN       -   482,993.46  1,082,247.27   sFT  0.99995514   -1 44 45.8
 FE0596;UTM  16      - 3,943,957.511   320,466.649   MT  0.99999721   -1 09 18.0
 FE0596
 FE0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0596!SPC TN       -   0.99998312  x   0.99995514  =   0.99993826
 FE0596!UTM  16      -   0.99998312  x   0.99999721  =   0.99998033
 FE0596
 FE0596:                Primary Azimuth Mark                     Grid Az
 FE0596:SPC TN       -  DEER                                     070 39 34.6
 FE0596:UTM  16      -  DEER                                     070 04 06.8
 FE0596
 FE0596|---------------------------------------------------------------------|
 FE0596| PID    Reference Object                     Distance      Geod. Az  |
 FE0596|                                                           dddmmss.s |
 FE0596| FE0599 DEER                                APPROX. 3.0 KM 0685448.8 |
 FE0596| FE0597 CUB RM 1                             11.183 METERS 08323     |
 FE0596| FE0595 CUB RM 2                             10.597 METERS 24642     |
 FE0596|---------------------------------------------------------------------|
 FE0596
 FE0596                          SUPERSEDED SURVEY CONTROL
 FE0596
 FE0596  NAD 83(1995)-  35 37 23.22855(N)    088 58 56.90191(W) AD(       ) 2
 FE0596  NAD 83(1986)-  35 37 23.23501(N)    088 58 56.89892(W) AD(       ) 2
 FE0596  NAD 27      -  35 37 22.96630(N)    088 58 56.67030(W) AD(       ) 2
 FE0596  NGVD 29 (??/??/??)  135.722  (m)          445.28   (f) ADJUSTED    2 0
 FE0596
 FE0596.Superseded values are not recommended for survey control.
 FE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0596.See file dsdata.txt to determine how the superseded data were derived.
 FE0596
 FE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2046743958(NAD 83)
 FE0596_MARKER: DE = TRAVERSE STATION DISK
 FE0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0596_STAMPING: CUB 1959
 FE0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0596+STABILITY: SURFACE MOTION
 FE0596
 FE0596  HISTORY     - Date     Condition        Report By
 FE0596  HISTORY     - 1959     MONUMENTED       CGS
 FE0596  HISTORY     - 1959     GOOD             CGS
 FE0596  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0596
 FE0596                          STATION DESCRIPTION
 FE0596
 FE0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0596'THE STATION IS LOCATED, AIRLINE, ABOUT 13 MILES EAST OF BROWNSVILLE
 FE0596'AND ABOUT 1/2 MILE NORTH OF HUNTERSVILLE, ALONG THE NORTH SIDE OF
 FE0596'INTERSTATE HIGHWAY 40.
 FE0596'
 FE0596'THE STATION IS A STANDARD TRAVERSE STATION MARK STAMPED CUB 1959 SET
 FE0596'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE0596'FLUSH WITH THE GROUND.  IT IS ABOUT 110 FEET EAST-NORTHEAST OF THE
 FE0596'NORTHEAST CORNER OF THE OVER-PASS, 16 FEET NORTH OF THE NORTH
 FE0596'EDGE OF THE CUT-BANK AND 3.5 FEET SOUTHEAST OF A METAL WITNESS SIGN.
 FE0596'
 FE0596'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CUB NO 1 1959 SET IN
 FE0596'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 FE0596'THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 6
 FE0596'FEET NORTH OF THE NORTH EDGE OF A CUT-BANK.
 FE0596'
 FE0596'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED CUB NO 2 1959 SET IN
 FE0596'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 FE0596'THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 14
 FE0596'FEET NORTH OF THE NORTH EDGE OF A CUT-BANK.
 FE0596'
 FE0596'TRAVERSE STATION DEER CAN BE USED AS THE AZIMUTH MARK.  IT IS ABOUT 2
 FE0596'MILES W-SW OF THE STATION, ALONG THE NORTH SIDE OF INTERSTATE
 FE0596'HIGHWAY 40.
 FE0596'
 FE0596'TO REACH THE STATION FROM THE HUNTERSVILLE SCHOOL IN HUNTERSVILLE, GO
 FE0596'WEST ON U.S.HIGHWAY 70 FOR 0.3 MILE, TURN RIGHT OFF THE HIGHWAY
 FE0596'AND GO NORTH ON THE HUNTERSVILLE-PROVIDENCE ROAD FOR 0.5
 FE0596'MILE TO AN OVER-PASS, OVER
 FE0596'INTERSTATE HIGHWAY 40 AND THE STATION.
 FE0596'
 FE0596'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 FE0596
 FE0596                          STATION RECOVERY (1959)
 FE0596
 FE0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0596'16.4 MI ENE FROM BROWNSVILLE.
 FE0596'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0596'BROWNSVILLE, THENCE 6.65 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0596'40, 0.05 MILE EAST FROM NO. 1 (T.S.H.D.).  IT IS 110 FEET
 FE0596'EAST-NORTHEAST OF THE NORTHEAST CORNER OF AN OVERPASS, 16 FEET
 FE0596'NORTH OF THE NORTH EDGE OF A ROAD-CUT AND 3.5 FEET SOUTHEAST OF
 FE0596'A WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FE0596'MONUMENT WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 FE0596
 FE0596                          STATION RECOVERY (2002)
 FE0596
 FE0596'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0597 ***********************************************************************
 FE0597  DESIGNATION -  CUB RM 1
 FE0597  PID         -  FE0597
 FE0597  STATE/COUNTY-  TN/MADISON
 FE0597  USGS QUAD   -  WESTOVER (1981)
 FE0597
 FE0597                         *CURRENT SURVEY CONTROL
 FE0597  ___________________________________________________________________
 FE0597* NAD 83(1986)-  35 37 23.     (N)    088 58 58.     (W)     SCALED    
 FE0597* NAVD 88     -       135.759  (meters)     445.40   (feet)  ADJUSTED  
 FE0597  ___________________________________________________________________
 FE0597  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0597  DYNAMIC HT  -         135.638 (meters)     445.01  (feet)  COMP
 FE0597  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FE0597
 FE0597  VERT ORDER  -  SECOND    CLASS 0
 FE0597
 FE0597.The horizontal coordinates were scaled from a topographic map and have
 FE0597.an estimated accuracy of +/- 6 seconds.
 FE0597
 FE0597.The orthometric height was determined by differential leveling
 FE0597.and adjusted by the National Geodetic Survey in June 1991..
 FE0597
 FE0597.The geoid height was determined by GEOID03.
 FE0597
 FE0597.The dynamic height is computed by dividing the NAVD 88
 FE0597.geopotential number by the normal gravity value computed on the
 FE0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0597.degrees latitude (g = 980.6199 gals.).
 FE0597
 FE0597.The modeled gravity was interpolated from observed gravity values.
 FE0597
 FE0597;                    North         East    Units  Estimated Accuracy
 FE0597;SPC TN       -   147,210.      329,840.      MT  (+/- 180 meters Scaled)
 FE0597
 FE0597                          SUPERSEDED SURVEY CONTROL
 FE0597
 FE0597  NGVD 29 (??/??/??)  135.784  (m)          445.48   (f) ADJUSTED    2 0
 FE0597
 FE0597.Superseded values are not recommended for survey control.
 FE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0597.See file dsdata.txt to determine how the superseded data were derived.
 FE0597
 FE0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE204439(NAD 83)
 FE0597_MARKER: DR = REFERENCE MARK DISK
 FE0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0597_STAMPING: CUB NO 1 1959
 FE0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0597+STABILITY: SURFACE MOTION
 FE0597
 FE0597  HISTORY     - Date     Condition        Report By
 FE0597  HISTORY     - 1959     MONUMENTED       CGS
 FE0597  HISTORY     - 1959     GOOD             CGS
 FE0597
 FE0597                          STATION DESCRIPTION
 FE0597
 FE0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0597'16.4 MI ENE FROM BROWNSVILLE.
 FE0597'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0597'BROWNSVILLE, THENCE 6.65 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0597'40, 0.05 MILE EAST FROM NO. 1 (T.S.H.D.).  IT IS 36.6 FEET EAST
 FE0597'OF THE STATION MARK, 6 FEET NORTH OF THE NORTH EDGE OF A ROAD-CUT,
 FE0597'AND ABOUT THE SAME ELEVATION AS THE STATION.  THE DISK IS SET
 FE0597'IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FE0597'SURROUNDING SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0595 ***********************************************************************
 FE0595  DESIGNATION -  CUB RM 2
 FE0595  PID         -  FE0595
 FE0595  STATE/COUNTY-  TN/MADISON
 FE0595  USGS QUAD   -  WESTOVER (1981)
 FE0595
 FE0595                         *CURRENT SURVEY CONTROL
 FE0595  ___________________________________________________________________
 FE0595* NAD 83(1986)-  35 37 22.     (N)    088 58 59.     (W)     SCALED    
 FE0595* NAVD 88     -       135.562  (meters)     444.76   (feet)  ADJUSTED  
 FE0595  ___________________________________________________________________
 FE0595  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0595  DYNAMIC HT  -         135.441 (meters)     444.36  (feet)  COMP
 FE0595  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 FE0595
 FE0595  VERT ORDER  -  SECOND    CLASS 0
 FE0595
 FE0595.The horizontal coordinates were scaled from a topographic map and have
 FE0595.an estimated accuracy of +/- 6 seconds.
 FE0595
 FE0595.The orthometric height was determined by differential leveling
 FE0595.and adjusted by the National Geodetic Survey in June 1991..
 FE0595
 FE0595.The geoid height was determined by GEOID03.
 FE0595
 FE0595.The dynamic height is computed by dividing the NAVD 88
 FE0595.geopotential number by the normal gravity value computed on the
 FE0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0595.degrees latitude (g = 980.6199 gals.).
 FE0595
 FE0595.The modeled gravity was interpolated from observed gravity values.
 FE0595
 FE0595;                    North         East    Units  Estimated Accuracy
 FE0595;SPC TN       -   147,180.      329,820.      MT  (+/- 180 meters Scaled)
 FE0595
 FE0595                          SUPERSEDED SURVEY CONTROL
 FE0595
 FE0595  NGVD 29 (??/??/??)  135.587  (m)          444.84   (f) ADJUSTED    2 0
 FE0595
 FE0595.Superseded values are not recommended for survey control.
 FE0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0595.See file dsdata.txt to determine how the superseded data were derived.
 FE0595
 FE0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE204439(NAD 83)
 FE0595_MARKER: DR = REFERENCE MARK DISK
 FE0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0595_STAMPING: CUB NO 2 1959
 FE0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0595+STABILITY: SURFACE MOTION
 FE0595
 FE0595  HISTORY     - Date     Condition        Report By
 FE0595  HISTORY     - 1959     MONUMENTED       CGS
 FE0595  HISTORY     - 1959     GOOD             CGS
 FE0595
 FE0595                          STATION DESCRIPTION
 FE0595
 FE0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0595'16.4 MI ENE FROM BROWNSVILLE.
 FE0595'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0595'BROWNSVILLE, THENCE 6.65 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0595'40, 0.05 MILE EAST FROM NO. 1 (T.S. H.D.).  IT IS 34.7 FEET
 FE0595'WEST-SOUTHWEST OF THE STATION MARK, 14 FEET NORTH OF THE NORTH
 FE0595'EDGE OF A ROAD-CUT, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FE0595'THE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS
 FE0595'FLUSH WITH THE SURROUNDING SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1144 ***********************************************************************
 FD1144  DESIGNATION -  CUFF
 FD1144  PID         -  FD1144
 FD1144  STATE/COUNTY-  TN/HUMPHREYS
 FD1144  USGS QUAD   -  BUCKSNORT (1968)
 FD1144
 FD1144                         *CURRENT SURVEY CONTROL
 FD1144  ___________________________________________________________________
 FD1144* NAD 83(1995)-  35 52 32.92367(N)    087 42 55.30519(W)     ADJUSTED  
 FD1144* NAVD 88     -       174.522  (meters)     572.58   (feet)  ADJUSTED  
 FD1144  ___________________________________________________________________
 FD1144  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FD1144  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1144  DYNAMIC HT  -         174.372 (meters)     572.09  (feet)  COMP
 FD1144  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 FD1144
 FD1144  HORZ ORDER  -  SECOND
 FD1144  VERT ORDER  -  SECOND    CLASS 0
 FD1144
 FD1144.The horizontal coordinates were established by classical geodetic methods
 FD1144.and adjusted by the National Geodetic Survey in April 1999..
 FD1144
 FD1144.The orthometric height was determined by differential leveling
 FD1144.and adjusted by the National Geodetic Survey in June 1991..
 FD1144
 FD1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1144
 FD1144.The geoid height was determined by GEOID03.
 FD1144
 FD1144.The dynamic height is computed by dividing the NAVD 88
 FD1144.geopotential number by the normal gravity value computed on the
 FD1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1144.degrees latitude (g = 980.6199 gals.).
 FD1144
 FD1144.The modeled gravity was interpolated from observed gravity values.
 FD1144
 FD1144;                    North         East     Units Scale Factor Converg.
 FD1144;SPC TN       -   172,493.945   445,110.344   MT  0.99994867   -1 00 15.3
 FD1144;SPC TN       -   565,923.88  1,460,332.85   sFT  0.99994867   -1 00 15.3
 FD1144;UTM  16      - 3,970,410.597   435,424.610   MT  0.99965138   -0 25 09.3
 FD1144
 FD1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1144!SPC TN       -   0.99997707  x   0.99994867  =   0.99992574
 FD1144!UTM  16      -   0.99997707  x   0.99965138  =   0.99962846
 FD1144
 FD1144|---------------------------------------------------------------------|
 FD1144| PID    Reference Object                     Distance      Geod. Az  |
 FD1144|                                                           dddmmss.s |
 FD1144| FD1145 CUFF RM 1                            17.474 METERS 06116     |
 FD1144| FD1143 CUFF RM 2                            21.473 METERS 31011     |
 FD1144|---------------------------------------------------------------------|
 FD1144
 FD1144                          SUPERSEDED SURVEY CONTROL
 FD1144
 FD1144  NAD 83(1995)-  35 52 32.92530(N)    087 42 55.30835(W) AD(       ) 2
 FD1144  NAD 83(1986)-  35 52 32.93392(N)    087 42 55.30563(W) AD(       ) 2
 FD1144  NAD 27      -  35 52 32.70420(N)    087 42 55.22700(W) AD(       ) 2
 FD1144  NGVD 29 (??/??/92)  174.553  (m)          572.68   (f) ADJ UNCH    2 0
 FD1144
 FD1144.Superseded values are not recommended for survey control.
 FD1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1144.See file dsdata.txt to determine how the superseded data were derived.
 FD1144
 FD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3542570411(NAD 83)
 FD1144_MARKER: DE = TRAVERSE STATION DISK
 FD1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1144_STAMPING: CUFF 1959
 FD1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1144+STABILITY: SURFACE MOTION
 FD1144
 FD1144  HISTORY     - Date     Condition        Report By
 FD1144  HISTORY     - 1959     MONUMENTED       CGS
 FD1144  HISTORY     - 1959     GOOD             CGS
 FD1144  HISTORY     - 1967     MARK NOT FOUND   CGS
 FD1144
 FD1144                          STATION DESCRIPTION
 FD1144
 FD1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1144'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF WAVERLY, 5 MILES
 FD1144'EAST OF BUFFALO, 2 MILES
 FD1144'NORTHWEST OF ONLY, ABOUT 0.2 MILE WEST OF THE
 FD1144'HUMPHREYS-HICKMAN COUNTY LINE AND
 FD1144'ON THE EXTREME SOUTHERN END OF A
 FD1144'SPUR RIDGE WHICH LEADS NORTH TO THE MAIN DIVIDE AND
 FD1144'JUST NORTH OF THE
 FD1144'BUFFALO ONLY COUNTY ROAD.
 FD1144'
 FD1144'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 70 AND STATE
 FD1144'HIGHWAY 13 IN WAVERLY, GO
 FD1144'SOUTH ON STATE HIGHWAY 13 FOR 10.85 MILES TO A STEEL
 FD1144'BRIDGE OVER DUCK RIVER, CONTINUE
 FD1144'SOUTH ON STATE HIGHWAY 13 FOR 4.3
 FD1144'MILES TO A SIDE ROAD ON THE LEFT, (ABOUT 0.05 MILE
 FD1144'BEFORE REACHING
 FD1144'ESSO SERVICE STATION AND STORE) TURN LEFT AND GO EASTERLY FOR 5.4
 FD1144'MILES TO STATION
 FD1144'KNOLL ON THE LEFT, CONTINUE EASTERLY FOR 0.45 MILE
 FD1144'TO A FORK AT RIVERSIDE FARM, KEEP
 FD1144'LEFT FORK AND GO NORTHERLY FOR 0.65
 FD1144'MILE TO A DIM TRACK ROAD LEFT LEADING INTO THE
 FD1144'WOODS, TURN LEFT AND
 FD1144'GO 0.05 MILE TO A FORK, KEEP RIGHT FORK AND GO 0.4 MILE TO A
 FD1144'TRIANGULAR
 FD1144'BLAZED OAK TREE ON THE RIGHT, THENCE BEAR LEFT FOLLOWING
 FD1144'TRACK ROAD FOR 0.45 MILE TO
 FD1144'STATION SITE.
 FD1144'
 FD1144'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED CUFF 1959.  THE
 FD1144'DISK IS CEMENTED IN A
 FD1144'10-INCH SQUARE CONCRETE POST AND PROJECTS 1 INCH ABOVE
 FD1144'THE SURFACE OF THE GROUND.  IT
 FD1144'IS 14 FEET EAST OF A 16-INCH
 FD1144'TRIANGULAR BLAZED OAK TREE, 8 FEET SOUTH OF A
 FD1144'WITNESS SIGN AND SET ON
 FD1144'THE SOUTHERN SLOPE RIDGE.
 FD1144'
 FD1144'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 FD1144'36 INCHES BELOW THE
 FD1144'SURFACE OF THE GROUND AND IS STAMPED CUFF 1959.
 FD1144'
 FD1144'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED CUFF NO 1
 FD1144'1959.  THE DISK IS
 FD1144'CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 FD1144'INCHES ABOVE THE SURFACE
 FD1144'OF THE GROUND.  IT IS ABOUT 1 FOOT HIGHER
 FD1144'THAN THE STATION MARK.
 FD1144'
 FD1144'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED CUFF NO 2
 FD1144'1959.  THE DISK IS
 FD1144'CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 FD1144'INCHES ABOVE THE SURFACE
 FD1144'OF THE GROUND.  IT IS 12 FEET WEST-SOUTHWEST
 FD1144'OF A 16-INCH TRIANGULAR BLAZED OAK TREE AND
 FD1144'ABOUT 2 FEET HIGHER THAN
 FD1144'THE STATION MARK.
 FD1144'
 FD1144'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BECAUSE OF NO
 FD1144'SUITABLE SITE.
 FD1144'
 FD1144'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FD1144
 FD1144                          STATION RECOVERY (1959)
 FD1144
 FD1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1144'2 MI W FROM ONLY.
 FD1144'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1144'GO WEST ON A GRAVELED ROAD 2.0 MILES, THENCE GO ABOUT 0.2 MILE
 FD1144'UP THE SIDE OF A VERY STEEP HILL TO THE CREST OF THE HILL AND
 FD1144'THE STATION AS DESCRIBED, 14 FT. EAST OF A 16-INCH TRIANGULAR
 FD1144'BLAZED OAK TREE, 8 FT. SOUTH OF A WITNESS SIGN, A DISK SET
 FD1144'IN TOP OF A CONCRETE POST PROJECTING 1 INCH, AND SET ON THE
 FD1144'SOUTHERN SLOPE RIDGE.
 FD1144
 FD1144                          STATION RECOVERY (1967)
 FD1144
 FD1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FD1144'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT IT
 FD1144'COULD NOT BE FOUND.  THE KNOLL ON WHICH THE MARKS WERE ESTABLISHED
 FD1144'WAS PURCHASED BY THE CONTRACTORS DURING THE CONSTRUCTION OF
 FD1144'INTERSTATE ROUTE 40 AND USED AS A BORROW PIT.  EITHER THE STATION
 FD1144'HAS BEEN COVERED BY A LARGE MASS OF OVERBURDEN, OR WAS COMPLETELY
 FD1144'DESTROYED BY REMOVAL OF FILL DIRT.  THE STATION AND ALL MARKS
 FD1144'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1145 ***********************************************************************
 FD1145  DESIGNATION -  CUFF RM 1
 FD1145  PID         -  FD1145
 FD1145  STATE/COUNTY-  TN/HUMPHREYS
 FD1145  USGS QUAD   -  BUCKSNORT (1968)
 FD1145
 FD1145                         *CURRENT SURVEY CONTROL
 FD1145  ___________________________________________________________________
 FD1145* NAD 83(1986)-  35 52 33.     (N)    087 42 54.     (W)     SCALED    
 FD1145* NAVD 88     -       174.774  (meters)     573.40   (feet)  ADJUSTED  
 FD1145  ___________________________________________________________________
 FD1145  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1145  DYNAMIC HT  -         174.623 (meters)     572.91  (feet)  COMP
 FD1145  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 FD1145
 FD1145  VERT ORDER  -  SECOND    CLASS 0
 FD1145
 FD1145.The horizontal coordinates were scaled from a topographic map and have
 FD1145.an estimated accuracy of +/- 6 seconds.
 FD1145
 FD1145.The orthometric height was determined by differential leveling
 FD1145.and adjusted by the National Geodetic Survey in June 1991..
 FD1145
 FD1145.The geoid height was determined by GEOID03.
 FD1145
 FD1145.The dynamic height is computed by dividing the NAVD 88
 FD1145.geopotential number by the normal gravity value computed on the
 FD1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1145.degrees latitude (g = 980.6199 gals.).
 FD1145
 FD1145.The modeled gravity was interpolated from observed gravity values.
 FD1145
 FD1145;                    North         East    Units  Estimated Accuracy
 FD1145;SPC TN       -   172,500.      445,140.      MT  (+/- 180 meters Scaled)
 FD1145
 FD1145                          SUPERSEDED SURVEY CONTROL
 FD1145
 FD1145  NGVD 29 (??/??/92)  174.804  (m)          573.50   (f) ADJ UNCH    2 0
 FD1145
 FD1145.Superseded values are not recommended for survey control.
 FD1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1145.See file dsdata.txt to determine how the superseded data were derived.
 FD1145
 FD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE354704(NAD 83)
 FD1145_MARKER: DR = REFERENCE MARK DISK
 FD1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1145_STAMPING: CUFF NO 1 1959
 FD1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1145+STABILITY: SURFACE MOTION
 FD1145
 FD1145  HISTORY     - Date     Condition        Report By
 FD1145  HISTORY     - 1959     MONUMENTED       CGS
 FD1145
 FD1145                          STATION DESCRIPTION
 FD1145
 FD1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1145'2 MI W FROM ONLY.
 FD1145'THIS MARK IS LOCATED AT THE CUFF 1959 STATION SITE, 57.3 FT.
 FD1145'NORTH-NORTHEAST OF THE STATION MARK, A DISK SET IN TOP OF A
 FD1145'CONCRETE POST PROJECTING 2 INCHES, AND ABOUT 1 FT. HIGHER THAN
 FD1145'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2494 ***********************************************************************
 GB2494  DESIGNATION -  CUPP
 GB2494  PID         -  GB2494
 GB2494  STATE/COUNTY-  TN/CAMPBELL
 GB2494  USGS QUAD   -  JELLICO WEST (1979)
 GB2494
 GB2494                         *CURRENT SURVEY CONTROL
 GB2494  ___________________________________________________________________
 GB2494* NAD 83(1995)-  36 30 31.07797(N)    084 12 05.38914(W)     ADJUSTED  
 GB2494* NAVD 88     -       658.0    (meters)    2159.     (feet)  VERTCON   
 GB2494  ___________________________________________________________________
 GB2494  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GB2494  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GB2494
 GB2494  HORZ ORDER  -  SECOND
 GB2494
 GB2494.The horizontal coordinates were established by classical geodetic methods
 GB2494.and adjusted by the National Geodetic Survey in April 1999..
 GB2494
 GB2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2494
 GB2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2494
 GB2494.The geoid height was determined by GEOID03.
 GB2494
 GB2494;                    North         East     Units Scale Factor Converg.
 GB2494;SPC TN       -   242,834.366   761,105.744   MT  1.00001760   +1 03 10.5
 GB2494;SPC TN       -   796,699.08  2,497,061.10   sFT  1.00001760   +1 03 10.5
 GB2494;SPC KY1Z     - 1,020,607.855 1,638,736.259   MT  1.00018698   +0 57 02.6
 GB2494;SPC KY1Z     - 3,348,444.27  5,376,420.54   sFT  1.00018698   +0 57 02.6
 GB2494;SPC KY S     -   520,590.667   638,717.187   MT  1.00004838   +0 56 20.8
 GB2494;SPC KY S     - 1,707,971.21  2,095,524.64   sFT  1.00004838   +0 56 20.8
 GB2494;UTM  16      - 4,044,008.741   750,622.213   MT  1.00037394   +1 39 56.9
 GB2494
 GB2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2494!SPC TN       -   0.99990140  x   1.00001760  =   0.99991900
 GB2494!SPC KY1Z     -   0.99990140  x   1.00018698  =   1.00008836
 GB2494!SPC KY S     -   0.99990140  x   1.00004838  =   0.99994978
 GB2494!UTM  16      -   0.99990140  x   1.00037394  =   1.00027531
 GB2494
 GB2494|---------------------------------------------------------------------|
 GB2494| PID    Reference Object                     Distance      Geod. Az  |
 GB2494|                                                           dddmmss.s |
 GB2494| DB9138 CUPP RM 1                            13.743 METERS 05349     |
 GB2494| DB9137 CUPP AZ MK                                         2215226.8 |
 GB2494| DB9139 CUPP RM 2                            14.371 METERS 22603     |
 GB2494|---------------------------------------------------------------------|
 GB2494
 GB2494                          SUPERSEDED SURVEY CONTROL
 GB2494
 GB2494  NAD 83(1995)-  36 30 31.07861(N)    084 12 05.39005(W) AD(       ) 2
 GB2494  NAD 83(1995)-  36 30 31.08754(N)    084 12 05.39226(W) AD(       ) 2
 GB2494  NAD 83(1986)-  36 30 31.08901(N)    084 12 05.39102(W) AD(       ) 2
 GB2494  NAD 27      -  36 30 30.79330(N)    084 12 05.63100(W) AD(       ) 2
 GB2494  NGVD 29 (07/19/86)  658.1    (m)         2159.     (f) VERT ANG       
 GB2494
 GB2494.Superseded values are not recommended for survey control.
 GB2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2494.See file dsdata.txt to determine how the superseded data were derived.
 GB2494
 GB2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5062244009(NAD 83)
 GB2494_MARKER: DE = TRAVERSE STATION DISK
 GB2494_SETTING: 80 = SET IN A BOULDER
 GB2494
 GB2494  HISTORY     - Date     Condition        Report By
 GB2494  HISTORY     - 1961     MONUMENTED       CGS
 GB2494  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GB2494
 GB2494                          STATION DESCRIPTION
 GB2494
 GB2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2494'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHWEST OF LA FOLLETTE,
 GB2494'ABOUT 6-1/2 MILES SOUTHWEST
 GB2494'OF JELLICO, AND ON PINE MOUNTAIN AT THE HEAD OF CUPP BRANCH.
 GB2494'
 GB2494'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB2494'ROUTE 63 IN LA FOLLETTE,
 GB2494'FOLLOW U.S.  HIGHWAY 25W NORTHERLY FOR 10.0 MILES TO
 GB2494'A SIGN ON THE LEFT, WYNN-HABERSHAM
 GB2494'SCHOOL AND R.  MILLERS ESSO
 GB2494'SERVICE STATION AND GROCERY ON THE RIGHT.  PROCEED
 GB2494'NORTHERLY ON U.S.
 GB2494'HIGHWAY 25W FOR 0.5 MILE TO A T-ROAD LEFT, JUST AFTER CROSSING A
 GB2494'CONCRETE BRIDGE.
 GB2494'TURN LEFT AND FOLLOW THE MAIN ROAD FOR 5.0 MILES TO
 GB2494'A FORK AT FRANK AYERS GROCERY.  KEEP
 GB2494'LEFT, CROSSING A BRIDGE AND GO
 GB2494'0.75 MILE TO A FORK.  KEEP RIGHT, STRAIGHT AHEAD AND GO
 GB2494'1.5 MILES TO A
 GB2494'WHITE FRAME HOUSE ON THE LEFT AND A SIDE ROAD ON THE RIGHT.  TURN
 GB2494'RIGHT AND GO 1.1
 GB2494'MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO
 GB2494'0.6 MILE TO A FRAME HOUSE ON THE
 GB2494'RIGHT.  PROCEED ON MOUNTAIN ROAD FOR
 GB2494'0.55 MILE TO A SIDE ROAD ON THE LEFT, JUST BEFORE
 GB2494'REACHING THE TOP OF
 GB2494'THE RIDGE.  TURN LEFT AND FOLLOW THE TRACK ROAD ALONG THE RIDGE FOR
 GB2494'0.85 MILE TO A
 GB2494'TRACK ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO
 GB2494'AN ANGLING CROSSROAD.  TURN SHARP RIGHT UP THE HILL AND GO 0.55
 GB2494'MILE TO A TRIANGULAR BLAZED TREE ON
 GB2494'THE LEFT.  HERE PACK SOUTHEAST ABOUT
 GB2494'150 YARDS TO THE TOP THE RIDGE AND THE STATION AS
 GB2494'DESCRIBED.  (A
 GB2494'4-WHEEL DRIVE).
 GB2494'
 GB2494'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CUPP 1961,
 GB2494'CEMENTED IN A DRILL HOLE IN
 GB2494'A BOULDER, FLUSH.  IT IS 15 FEET EAST OF A TRIANGULAR
 GB2494'BLAZED TREE, 2.4 FEET WEST OF A
 GB2494'WITNESS SIGN, AND SET IN ABOUT THE
 GB2494'MIDDLE OF THE RIDGE.
 GB2494'
 GB2494'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CUPP NO 1 1961, SET
 GB2494'IN A CONCRETE MONUMENT
 GB2494'WHICH PROJECTS 2 INCHES.  IT IS 43.7 FEET NORTHEAST
 GB2494'OF A WITNESS SIGN, 8 FEET SOUTHEAST
 GB2494'OF A 10-INCH TREE STUMP WHICH
 GB2494'PROJECTS ABOUT 2 FEET, AND THE MARK IS ABOUT THE SAME
 GB2494'ELEVATION AS
 GB2494'THE STATION MARK.
 GB2494'
 GB2494'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CUPP NO 2 1961, SET
 GB2494'IN A CONCRETE MONUMENT
 GB2494'WHICH PROJECTS 3 INCHES.  IT IS 10 FEET NORTH OF A
 GB2494'TRIANGULAR BLAZED TREE, 1.7 FEET
 GB2494'NORTHEAST OF A WITNESS SIGN, AND
 GB2494'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GB2494'
 GB2494'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CUPP 1961, CEMENTED IN A
 GB2494'DRILL HOLE IN A BOULDER,
 GB2494'FLUSH.  THE BOULDER PROJECTS ABOUT 6 FEET ON THE
 GB2494'WESTERN SIDE.  THE MARK IS 23 FEET
 GB2494'SOUTHWEST OF A TRIANGULAR BLAZED
 GB2494'TREE, 7.2 FEET NORTHWEST OF A WITNESS SIGN, AND SET
 GB2494'ON THE WESTERN
 GB2494'SIDE OF THE RIDGE.
 GB2494'
 GB2494'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHWEST ALONG THE
 GB2494'RIDGE FOR APPROXIMATELY 0.1
 GB2494'MILE TO THE AZIMUTH MARK AS DESCRIBED ABOVE.
 GB2494'
 GB2494'HEIGHT OF LIGHT ABOVE STATION MARK 14.6 METERS.
 GB2494
 GB2494                          STATION RECOVERY (1965)
 GB2494
 GB2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GB2494'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GB2494'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD
 GB2494'BEEN DESTROYED BY MACHINERY USED IN CLEARING THE RIGHT-OF-WAY FOR
 GB2494'INTERSTATE ROUTE 75.  DUE TO THE LOCATION OF THIS STATION ATOP
 GB2494'A HIGH, NARROW RIDGE WHICH WILL BE TRAVERSED BY INTERSTATE
 GB2494'ROUTE 75, IT WAS IMPOSSIBLE TO MOVE THE STATION OUT OF THE
 GB2494'CONSTRUCTION AREA.  THEREFORE, THE STATION AND ALL MARKS WERE
 GB2494'COMPLETELY DESTROYED AND THE DISKS REMOVED FOR SUBMISSION TO THE
 GB2494'WASHINGTON OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0525 ***********************************************************************
 FD0525  DESIGNATION -  CURD
 FD0525  PID         -  FD0525
 FD0525  STATE/COUNTY-  TN/WILLIAMSON
 FD0525  USGS QUAD   -  FRANKLIN (1981)
 FD0525
 FD0525                         *CURRENT SURVEY CONTROL
 FD0525  ___________________________________________________________________
 FD0525* NAD 83(1995)-  35 55 19.51437(N)    086 49 31.72769(W)     ADJUSTED  
 FD0525* NAVD 88     -       268.989  (meters)     882.51   (feet)  ADJUSTED  
 FD0525  ___________________________________________________________________
 FD0525  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FD0525  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0525  DYNAMIC HT  -         268.753 (meters)     881.73  (feet)  COMP
 FD0525  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FD0525
 FD0525  HORZ ORDER  -  SECOND
 FD0525  VERT ORDER  -  SECOND    CLASS 0
 FD0525
 FD0525.The horizontal coordinates were established by classical geodetic methods
 FD0525.and adjusted by the National Geodetic Survey in April 1999..
 FD0525
 FD0525.The orthometric height was determined by differential leveling
 FD0525.and adjusted by the National Geodetic Survey in June 1991..
 FD0525
 FD0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0525
 FD0525.The geoid height was determined by GEOID03.
 FD0525
 FD0525.The dynamic height is computed by dividing the NAVD 88
 FD0525.geopotential number by the normal gravity value computed on the
 FD0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0525.degrees latitude (g = 980.6199 gals.).
 FD0525
 FD0525.The modeled gravity was interpolated from observed gravity values.
 FD0525
 FD0525;                    North         East     Units Scale Factor Converg.
 FD0525;SPC TN       -   176,584.990   525,503.185   MT  0.99994958   -0 28 59.8
 FD0525;SPC TN       -   579,345.92  1,724,088.37   sFT  0.99994958   -0 28 59.8
 FD0525;UTM  16      - 3,975,320.923   515,744.545   MT  0.99960305   +0 06 08.6
 FD0525
 FD0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0525!SPC TN       -   0.99996229  x   0.99994958  =   0.99991187
 FD0525!UTM  16      -   0.99996229  x   0.99960305  =   0.99956536
 FD0525
 FD0525:                Primary Azimuth Mark                     Grid Az
 FD0525:SPC TN       -  CURD AZ MK                               169 56 28.3
 FD0525:UTM  16      -  CURD AZ MK                               169 21 19.9
 FD0525
 FD0525|---------------------------------------------------------------------|
 FD0525| PID    Reference Object                     Distance      Geod. Az  |
 FD0525|                                                           dddmmss.s |
 FD0525| FD0530 CURD AZ MK                          APPROX. 1.0 KM 1692728.5 |
 FD0525| FD0526 CURD RM 1                            11.867 METERS 24719     |
 FD0525| FD1489 FRANKLIN MUNICIPAL TANK             APPROX. 3.9 KM 2734151.7 |
 FD0525| FD1488 FRANKLIN MAGIC CHEF WATER TANK      APPROX. 3.4 KM 2893828.9 |
 FD0525| FD0527 CURD RM 2                            19.833 METERS 34829     |
 FD0525| FD1490 FRANKLIN RADIO STA WAGG MAST        APPROX. 3.9 KM 3484925.9 |
 FD0525|---------------------------------------------------------------------|
 FD0525
 FD0525                          SUPERSEDED SURVEY CONTROL
 FD0525
 FD0525  NAD 83(1995)-  35 55 19.51696(N)    086 49 31.72883(W) AD(       ) 2
 FD0525  NAD 83(1986)-  35 55 19.52513(N)    086 49 31.73019(W) AD(       ) 2
 FD0525  NAD 27      -  35 55 19.29360(N)    086 49 31.72480(W) AD(       ) 2
 FD0525  NGVD 29 (??/??/92)  268.979  (m)          882.48   (f) ADJ UNCH    2 0
 FD0525
 FD0525.Superseded values are not recommended for survey control.
 FD0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0525.See file dsdata.txt to determine how the superseded data were derived.
 FD0525
 FD0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1574575321(NAD 83)
 FD0525_MARKER: DE = TRAVERSE STATION DISK
 FD0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0525_STAMPING: CURD 1960
 FD0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0525+STABILITY: SURFACE MOTION
 FD0525
 FD0525  HISTORY     - Date     Condition        Report By
 FD0525  HISTORY     - 1960     MONUMENTED       TNHD
 FD0525  HISTORY     - 1960     GOOD             CGS
 FD0525  HISTORY     - 1963     GOOD             CGS
 FD0525
 FD0525                          STATION DESCRIPTION
 FD0525
 FD0525'DESCRIBED BY TN HIGHWAY DEPT 1960 (SLH)
 FD0525'THE STATION IS LCOATED ON THE SUMMIT OF A SMALL DOME TOP HILL, ABOUT
 FD0525'2.5 MILES EAST OF FRANKLIN
 FD0525'AND ON THE PROPERTY OWNED BY MR L V HUFFINES.
 FD0525'
 FD0525'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN FRANKLIN, GO EAST ON
 FD0525'STATE HIGHWAY NO 96 FOR
 FD0525'2.1 MILES TO A DIRT CROSS ROAD, TURN LEFT, NORTH,
 FD0525'FOR 0.9 MILE TO JUNCTION WITH PAVED
 FD0525'ROAD, TURN RIGHT, EAST, FOR 0.5
 FD0525'MILE TO A WHITE GATE ON THE RIGHT AND THE END OF TRUCK
 FD0525'TRAVEL, PACK
 FD0525'SOUTH ACROSS PASTURE LAND FOR ABOUT 0.4 MILE TO THE STATION.
 FD0525'
 FD0525'STATION MARK IS SET ON THE HIGHEST PART OF THE HILL AND IS 12 FEET
 FD0525'NORTH OF A WITNESS SIGN.
 FD0525'THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 FD0525'CONCRETE POST, SET 2 INCHES BELOW
 FD0525'THE GROUND AND IS STAMPED CURD
 FD0525'1960.
 FD0525'
 FD0525'REFERENCE MARK NO 1 IS SET ON THE WEST SLOPE OF THE HILL, SET FLUSH
 FD0525'AND IS STAMPED CURD NO
 FD0525'1 1960.
 FD0525'
 FD0525'REFERENCE MARK NO 2 IS SET ON THE NORTH SLOPE OF THE HILL, SET FLUSH
 FD0525'AND IS STAMPED CURD NO 2
 FD0525'1960.
 FD0525'
 FD0525'DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS 82.03
 FD0525'FEET.
 FD0525'
 FD0525'AZIMUTH MARK IS 40 FEET EAST OF CAROTHERS ROAD, 39 FEET EAST OF A
 FD0525'FENCE CORNER, 36 FEET SOUTH
 FD0525'OF THE CENTER OF STATE HIGHWAY NO 96, 4 FEET WEST OF A
 FD0525'WITNESS SIGN AND 2 FEET NORTH OF
 FD0525'A BOARD FENCE.  THE MARK PROJECTS 2
 FD0525'INCHES AND IS STAMPED CURD 1960.
 FD0525'
 FD0525'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC CIRCLE IN FRANKLIN, GO
 FD0525'EAST ON STATE HIGHWAY NO 96
 FD0525'FOR 2.6 MILES TO THE MARK ON THE RIGHT.
 FD0525'
 FD0525'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0525
 FD0525                          STATION RECOVERY (1960)
 FD0525
 FD0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0525'3.4 MI E FROM FRANKLIN.
 FD0525'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILES SOUTH ON THE
 FD0525'L. AND N. RAILROAD, THEN 2.5 MILES EAST ON STATE HIGHWAY 96,
 FD0525'THEN 0.6 MILE NORTH ON INTERSTATE HIGHWAY 65, THEN 0.2 MILE CROSS
 FD0525'COUNTRY TO THE CREST OF LARGE HILL.  THE STATION MARK IS SET
 FD0525'ON THE HIGHEST PART OF THE HILL AND 12 FT. NORTH OF A WITNESS
 FD0525'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS 2 INCHES
 FD0525'BELOW THE SURFACE OF THE GROUND.
 FD0525
 FD0525                          STATION RECOVERY (1963)
 FD0525
 FD0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FD0525'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD0525'EXCELLENT CONDITION.  THE
 FD0525'ORIGINAL TO REACH IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0530 ***********************************************************************
 FD0530  DESIGNATION -  CURD AZ MK
 FD0530  PID         -  FD0530
 FD0530  STATE/COUNTY-  TN/WILLIAMSON
 FD0530  USGS QUAD   -  FRANKLIN (1981)
 FD0530
 FD0530                         *CURRENT SURVEY CONTROL
 FD0530  ___________________________________________________________________
 FD0530* NAD 83(1995)-  35 54 46.05222(N)    086 49 24.07271(W)     ADJUSTED  
 FD0530* NAVD 88     -       224.653  (meters)     737.05   (feet)  ADJUSTED  
 FD0530  ___________________________________________________________________
 FD0530  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FD0530  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0530  DYNAMIC HT  -         224.455 (meters)     736.40  (feet)  COMP
 FD0530  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 FD0530
 FD0530  HORZ ORDER  -  SECOND
 FD0530  VERT ORDER  -  SECOND    CLASS 0
 FD0530
 FD0530.The horizontal coordinates were established by classical geodetic methods
 FD0530.and adjusted by the National Geodetic Survey in April 1999..
 FD0530
 FD0530.The orthometric height was determined by differential leveling
 FD0530.and adjusted by the National Geodetic Survey in June 1991..
 FD0530
 FD0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0530
 FD0530.The geoid height was determined by GEOID03.
 FD0530
 FD0530.The dynamic height is computed by dividing the NAVD 88
 FD0530.geopotential number by the normal gravity value computed on the
 FD0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0530.degrees latitude (g = 980.6199 gals.).
 FD0530
 FD0530.The modeled gravity was interpolated from observed gravity values.
 FD0530
 FD0530;                    North         East     Units Scale Factor Converg.
 FD0530;SPC TN       -   175,552.108   525,686.404   MT  0.99994934   -0 28 55.3
 FD0530;SPC TN       -   575,957.21  1,724,689.48   sFT  0.99994934   -0 28 55.3
 FD0530;UTM  16      - 3,974,290.324   515,938.244   MT  0.99960313   +0 06 13.0
 FD0530
 FD0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0530!SPC TN       -   0.99996925  x   0.99994934  =   0.99991859
 FD0530!UTM  16      -   0.99996925  x   0.99960313  =   0.99957239
 FD0530
 FD0530                          SUPERSEDED SURVEY CONTROL
 FD0530
 FD0530  NAD 83(1995)-  35 54 46.05470(N)    086 49 24.07380(W) AD(       ) 2
 FD0530  NAD 83(1986)-  35 54 46.06290(N)    086 49 24.07519(W) AD(       ) 2
 FD0530  NAD 27      -  35 54 45.82880(N)    086 49 24.06960(W) AD(       ) 2
 FD0530  NGVD 29 (??/??/92)  224.640  (m)          737.01   (f) ADJ UNCH    2 0
 FD0530
 FD0530.Superseded values are not recommended for survey control.
 FD0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0530.See file dsdata.txt to determine how the superseded data were derived.
 FD0530
 FD0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1593874290(NAD 83)
 FD0530_MARKER: DZ = AZIMUTH MARK DISK
 FD0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0530_STAMPING: CURD 1960
 FD0530_MARK LOGO: TNHD  
 FD0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0530+STABILITY: SURFACE MOTION
 FD0530
 FD0530  HISTORY     - Date     Condition        Report By
 FD0530  HISTORY     - 1960     MONUMENTED       TNHD
 FD0530  HISTORY     - 1960     GOOD             CGS
 FD0530  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 FD0530
 FD0530                          STATION DESCRIPTION
 FD0530
 FD0530'DESCRIBED BY TN HIGHWAY DEPT 1960
 FD0530'THE STATION IS LCOATED ON THE SUMMIT OF A SMALL DOME TOP HILL, ABOUT
 FD0530'2.5 MILES EAST OF FRANKLIN
 FD0530'AND ON THE PROPERTY OWNED BY MR L V HUFFINES.
 FD0530'
 FD0530'AZIMUTH MARK IS 40 FEET EAST OF CAROTHERS ROAD, 39 FEET EAST OF A
 FD0530'FENCE CORNER, 36 FEET SOUTH
 FD0530'OF THE CENTER OF STATE HIGHWAY NO 96, 4 FEET WEST OF A
 FD0530'WITNESS SIGN AND 2 FEET NORTH OF
 FD0530'A BOARD FENCE.  THE MARK PROJECTS 2
 FD0530'INCHES AND IS STAMPED CURD 1960.
 FD0530'
 FD0530'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC CIRCLE IN FRANKLIN, GO
 FD0530'EAST ON STATE HIGHWAY NO 96
 FD0530'FOR 2.6 MILES TO THE MARK ON THE RIGHT.
 FD0530
 FD0530                          STATION RECOVERY (1960)
 FD0530
 FD0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0530'2.7 MI E FROM FRANKLIN.
 FD0530'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON THE
 FD0530'L. AND N. RAILROAD, THEN 2.55 MILE EAST ON STATE HIGHWAY 96.
 FD0530'THE BENCH MARK IS 40 FT. EAST OF CAROTHERS ROAD, 39 FT. EAST OF
 FD0530'A FENCE CORNER, 36 FT. SOUTH OF THE CENTER OF STATE HIGHWAY 96,
 FD0530'4 FT. WEST OF A WITNESS SIGN AND 2 FT. NORTH OF A BOARD FENCE.
 FD0530'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FD0530'AND ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 FD0530
 FD0530                          STATION RECOVERY (1979)
 FD0530
 FD0530'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 FD0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0526 ***********************************************************************
 FD0526  DESIGNATION -  CURD RM 1
 FD0526  PID         -  FD0526
 FD0526  STATE/COUNTY-  TN/WILLIAMSON
 FD0526  USGS QUAD   -  FRANKLIN (1981)
 FD0526
 FD0526                         *CURRENT SURVEY CONTROL
 FD0526  ___________________________________________________________________
 FD0526* NAD 83(1986)-  35 55 19.     (N)    086 49 31.     (W)     SCALED    
 FD0526* NAVD 88     -       268.548  (meters)     881.06   (feet)  ADJUSTED  
 FD0526  ___________________________________________________________________
 FD0526  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0526  DYNAMIC HT  -         268.312 (meters)     880.29  (feet)  COMP
 FD0526  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FD0526
 FD0526  VERT ORDER  -  SECOND    CLASS 0
 FD0526
 FD0526.The horizontal coordinates were scaled from a topographic map and have
 FD0526.an estimated accuracy of +/- 6 seconds.
 FD0526
 FD0526.The orthometric height was determined by differential leveling
 FD0526.and adjusted by the National Geodetic Survey in June 1991..
 FD0526
 FD0526.The geoid height was determined by GEOID03.
 FD0526
 FD0526.The dynamic height is computed by dividing the NAVD 88
 FD0526.geopotential number by the normal gravity value computed on the
 FD0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0526.degrees latitude (g = 980.6199 gals.).
 FD0526
 FD0526.The modeled gravity was interpolated from observed gravity values.
 FD0526
 FD0526;                    North         East    Units  Estimated Accuracy
 FD0526;SPC TN       -   176,570.      525,520.      MT  (+/- 180 meters Scaled)
 FD0526
 FD0526                          SUPERSEDED SURVEY CONTROL
 FD0526
 FD0526  NGVD 29 (??/??/92)  268.538  (m)          881.03   (f) ADJ UNCH    2 0
 FD0526
 FD0526.Superseded values are not recommended for survey control.
 FD0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0526.See file dsdata.txt to determine how the superseded data were derived.
 FD0526
 FD0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE157753(NAD 83)
 FD0526_MARKER: DR = REFERENCE MARK DISK
 FD0526_SETTING: 66 = SET IN ROCK OUTCROP
 FD0526_SP_SET: BEDROCK
 FD0526_STAMPING: CURD NO 1 1960
 FD0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0526+STABILITY: POSITION/ELEVATION WELL
 FD0526
 FD0526  HISTORY     - Date     Condition        Report By
 FD0526  HISTORY     - 1960     MONUMENTED       CGS
 FD0526
 FD0526                          STATION DESCRIPTION
 FD0526
 FD0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0526'3.4 MI E FROM FRANKLIN.
 FD0526'THIS MARK IS LOCATED AT THE CURD 1960 STATION SITE, 39 FT.
 FD0526'WEST OF THE STATION MARK AND SET ON THE WEST SLOPE OF THE HILL.
 FD0526'THE DISK IS SET IN A DRILL HOLE IN THE TOP OF A BED ROCK THAT
 FD0526'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0527 ***********************************************************************
 FD0527  DESIGNATION -  CURD RM 2
 FD0527  PID         -  FD0527
 FD0527  STATE/COUNTY-  TN/WILLIAMSON
 FD0527  USGS QUAD   -  FRANKLIN (1981)
 FD0527
 FD0527                         *CURRENT SURVEY CONTROL
 FD0527  ___________________________________________________________________
 FD0527* NAD 83(1986)-  35 55 19.     (N)    086 49 31.     (W)     SCALED    
 FD0527* NAVD 88     -       268.165  (meters)     879.80   (feet)  ADJUSTED  
 FD0527  ___________________________________________________________________
 FD0527  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0527  DYNAMIC HT  -         267.930 (meters)     879.03  (feet)  COMP
 FD0527  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FD0527
 FD0527  VERT ORDER  -  SECOND    CLASS 0
 FD0527
 FD0527.The horizontal coordinates were scaled from a topographic map and have
 FD0527.an estimated accuracy of +/- 6 seconds.
 FD0527
 FD0527.The orthometric height was determined by differential leveling
 FD0527.and adjusted by the National Geodetic Survey in June 1991..
 FD0527
 FD0527.The geoid height was determined by GEOID03.
 FD0527
 FD0527.The dynamic height is computed by dividing the NAVD 88
 FD0527.geopotential number by the normal gravity value computed on the
 FD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0527.degrees latitude (g = 980.6199 gals.).
 FD0527
 FD0527.The modeled gravity was interpolated from observed gravity values.
 FD0527
 FD0527;                    North         East    Units  Estimated Accuracy
 FD0527;SPC TN       -   176,570.      525,520.      MT  (+/- 180 meters Scaled)
 FD0527
 FD0527                          SUPERSEDED SURVEY CONTROL
 FD0527
 FD0527  NGVD 29 (??/??/92)  268.155  (m)          879.77   (f) ADJ UNCH    2 0
 FD0527
 FD0527.Superseded values are not recommended for survey control.
 FD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0527.See file dsdata.txt to determine how the superseded data were derived.
 FD0527
 FD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE157753(NAD 83)
 FD0527_MARKER: DR = REFERENCE MARK DISK
 FD0527_SETTING: 66 = SET IN ROCK OUTCROP
 FD0527_SP_SET: BEDROCK
 FD0527_STAMPING: CURD NO 2 1960
 FD0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0527+STABILITY: POSITION/ELEVATION WELL
 FD0527
 FD0527  HISTORY     - Date     Condition        Report By
 FD0527  HISTORY     - 1960     MONUMENTED       CGS
 FD0527
 FD0527                          STATION DESCRIPTION
 FD0527
 FD0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0527'3.4 MI E FROM FRANKLIN.
 FD0527'THIS MARK IS LOCATED AT THE CURD 1960 STATION SITE, 65 FT.
 FD0527'NORTH OF THE STATION MARK AND SET ON THE NORTH SLOPE OF THE HILL.
 FD0527'THE DISK IS CEMENTED IN A DRILL IN THE TOP OF A BED ROCK THAT IS
 FD0527'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2453 ***********************************************************************
 FE2453  DESIGNATION -  CURVE
 FE2453  PID         -  FE2453
 FE2453  STATE/COUNTY-  TN/LAUDERDALE
 FE2453  USGS QUAD   -  GATES (1983)
 FE2453
 FE2453                         *CURRENT SURVEY CONTROL
 FE2453  ___________________________________________________________________
 FE2453* NAD 83(1995)-  35 47 21.30117(N)    089 27 13.57887(W)     ADJUSTED  
 FE2453* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 FE2453  ___________________________________________________________________
 FE2453  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 FE2453  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2453
 FE2453  HORZ ORDER  -  SECOND
 FE2453
 FE2453.The horizontal coordinates were established by classical geodetic methods
 FE2453.and adjusted by the National Geodetic Survey in April 1999..
 FE2453
 FE2453.The orthometric height was scaled from a topographic map.
 FE2453
 FE2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2453
 FE2453.The geoid height was determined by GEOID03.
 FE2453
 FE2453;                    North         East     Units Scale Factor Converg.
 FE2453;SPC TN       -   167,040.948   287,849.567   MT  0.99994871   -2 01 19.1
 FE2453;SPC TN       -   548,033.51    944,386.45   sFT  0.99994871   -2 01 19.1
 FE2453;UTM  16      - 3,963,351.654   278,238.849   MT  1.00020603   -1 26 08.0
 FE2453
 FE2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2453!SPC TN       -   0.99997971  x   0.99994871  =   0.99992843
 FE2453!UTM  16      -   0.99997971  x   1.00020603  =   1.00018574
 FE2453
 FE2453:                Primary Azimuth Mark                     Grid Az
 FE2453:SPC TN       -  CURVE AZ MK                              029 25 51.4
 FE2453:UTM  16      -  CURVE AZ MK                              028 50 40.3
 FE2453
 FE2453|---------------------------------------------------------------------|
 FE2453| PID    Reference Object                     Distance      Geod. Az  |
 FE2453|                                                           dddmmss.s |
 FE2453| CG3882 CURVE AZ MK                                        0272432.3 |
 FE2453| FE2454 HALLS MUNICIPAL TANK                APPROX.10.9 KM 0292214.9 |
 FE2453| CG3883 CURVE RM 1                           20.765 METERS 06356     |
 FE2453| FE2428 EAGLE LOT WT 34                     APPROX.22.8 KM 1162728.3 |
 FE2453| FE2436 BROWNSVILLE MUN TANK                APPROX.27.8 KM 1404112.9 |
 FE2453| CG3884 CURVE RM 2                           19.770 METERS 22308     |
 FE2453| FE2633 RIPLEY RAD STA WTRB MAST            APPROX.10.4 KM 2302430.9 |
 FE2453| FE2632 RIPLEY MUNICIPAL TANK               APPROX. 8.3 KM 2341457.3 |
 FE2453| FE2452 CURVE ELEMENTARY SCH STACK          APPROX. 1.8 KM 3491611.2 |
 FE2453|---------------------------------------------------------------------|
 FE2453
 FE2453                          SUPERSEDED SURVEY CONTROL
 FE2453
 FE2453  NAD 83(1995)-  35 47 21.30656(N)    089 27 13.58031(W) AD(       ) 2
 FE2453  NAD 83(1986)-  35 47 21.31206(N)    089 27 13.57980(W) AD(       ) 2
 FE2453  NAD 27      -  35 47 21.03750(N)    089 27 13.31680(W) AD(       ) 2
 FE2453
 FE2453.Superseded values are not recommended for survey control.
 FE2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2453.See file dsdata.txt to determine how the superseded data were derived.
 FE2453
 FE2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7823963352(NAD 83)
 FE2453_MARKER: DS = TRIANGULATION STATION DISK
 FE2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2453
 FE2453  HISTORY     - Date     Condition        Report By
 FE2453  HISTORY     - 1958     MONUMENTED       CGS
 FE2453  HISTORY     - 1959     GOOD             CGS
 FE2453  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE2453  HISTORY     - 1972     GOOD             NGS
 FE2453
 FE2453                          STATION DESCRIPTION
 FE2453
 FE2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2453'THE STATION IS ABOUT 5 MILES NORTHEAST OF RIPLEY, 1 MILE SOUTH OF
 FE2453'CURVE AND ON PROPERTY OWNED BY MR. ROBERT METER. IT IS 32 FEET
 FE2453'SOUTHEAST OF A WHITE WITNESS POST, 51 FEET SOUTHWEST OF THE NORTHWEST
 FE2453'CORNER OF AN OLD FRAME HOUSE AND 42 FEET SOUTHEAST OF A FENCE
 FE2453'CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE 1958.
 FE2453'
 FE2453'TO REACH THE STATION FROM THE CURVE ELEMENTARY GRADE SCHOOL IN CURVE,
 FE2453'GO SOUTHERLY ON A WINDING ROAD FOR 0.35 MILE TO A Y-INTERSECTION.
 FE2453'BEAR LEFT, SOUTH, PASSING UNDER THE RAILROAD TRACKS, FOR 0.75 MILE TO
 FE2453'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.25 MILE TO A
 FE2453'SIDE ROAD LEFT. TURN SHARP LEFT AND GO 0.1 MILE TO A DRIVEWAY LEFT TO
 FE2453'AN OLD FARM HOUSE. TURN LEFT INTO DRIVEWAY FOR 0.05 MILE TO THE
 FE2453'STATION SET IN THE MIDDLE OF THE DRIVEWAY.
 FE2453'
 FE2453'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 18 FEET NORTHEAST OF THE
 FE2453'NORTHWEST CORNER OF THE OLD FRAME HOUSE AND 40 FEET WEST OF A
 FE2453'FENCE CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE NO
 FE2453'1 1958.
 FE2453'
 FE2453'REFERENCE MARK 2 IS 1 FOOT NORTHEAST OF A FENCE, 65 FEET SOUTH OF A
 FE2453'WHITE WITNESS POST AND 33 FEET NORTHWEST OF A 3 FOOT OAK TREE. THE
 FE2453'MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE NO 2 1958.
 FE2453'
 FE2453'THE AZIMUTH MARK IS 1 FOOT WEST OF A POWER LINE POLE, 24 FEET EAST OF
 FE2453'THE CENTERLINE OF A PAVED ROAD, 1 FOOT SOUTHWEST OF A FENCE CORNER
 FE2453'AND 1 FOOT WEST OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND
 FE2453'THE DISK IS STAMPED CURVE 1958.
 FE2453'
 FE2453'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2453
 FE2453                          STATION RECOVERY (1959)
 FE2453
 FE2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2453'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FE2453'RECOVERED IN GOOD CONDITION. THE DIRECTION TO THE AZIMUTH MARK
 FE2453'CHECKED. THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2
 FE2453'CHECKED. THE FENCE MENTIONED AS A REFERENCE TO REFERENCE MARK 1 IS
 FE2453'NO LONGER THERE. THE FENCE CORNERS USED AS REFERENCE POINTS TO THE
 FE2453'STATION AND TO REFERENCE MARK 1 ARE NO LONGER THERE. SOME NEW
 FE2453'REFERENCE POINTS WERE ADDED. A COMPLETE NEW DESCRIPTION AND TO REACH
 FE2453'FOLLOWS-
 FE2453'
 FE2453'THE STATION IS ABOUT 5 MILES NORTHEAST OF RIPLEY, 1 MILE SOUTH OF
 FE2453'CURVE AND ON PROPERTY OWNED BY MR. ROBERT METER. IT IS 51 FEET
 FE2453'SOUTHWEST OF THE NORTHWEST CORNER OF AN OLD FRAME HOUSE, 42 FEET
 FE2453'SOUTHEAST OF A 10 INCH OAK TREE AND 32 FEET SOUTHEAST OF A WHITE
 FE2453'WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE
 FE2453'1958.
 FE2453'
 FE2453'TO REACH THE STATION FROM THE CURVE ELEMENTARY GRADE SCHOOL IN CURVE,
 FE2453'GO SOUTHERLY ON A WINDING ROAD FOR 0.35 MILE TO A Y-INTERSECTION.
 FE2453'BEAR LEFT, SOUTH, PASSING UNDER THE RAILROAD TRACKS FOR 0.75 MILE TO
 FE2453'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.25 MILE TO A
 FE2453'SIDE ROAD LEFT. TURN SHARP LEFT AND GO 0.1 MILE TO A DRIVEWAY LEFT TO
 FE2453'AN OLD FARM HOUSE. TURN LEFT INTO DRIVEWAY FOR 0.05 MILE TO THE
 FE2453'STATION IN THE MIDDLE OF THE DRIVEWAY.
 FE2453'
 FE2453'REFERENCE MARK 1 IS 78 FEET EAST OF A 10 INCH OAK TREE AND 18 FEET
 FE2453'NORTHEAST OF THE NORTHWEST CORNER OF THE OLD FRAME HOUSE. THE
 FE2453'MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE NO 1 1958.
 FE2453'
 FE2453'REFERENCE MARK 2 IS 65 FEET SOUTH OF A WHITE WITNESS POST, 33 FEET
 FE2453'NORTHWEST OF A 36 INCH OAK TREE AND 1 FOOT NORTHEAST OF A WIRE
 FE2453'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CURVE NO 2
 FE2453'1958.
 FE2453'
 FE2453'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 1
 FE2453'FOOT SOUTHWEST OF A FENCE CORNER, 1 FOOT WEST OF A POWER POLE AND 1
 FE2453'FOOT WEST OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK
 FE2453'IS STAMPED CURVE 1958. NO MEASUREMENT BETWEEN RM 1 AND RM
 FE2453'2, HOUSE ON LINE.
 FE2453'
 FE2453'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2453
 FE2453                          STATION RECOVERY (1971)
 FE2453
 FE2453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE2453'REFERENCE MARK 2 SEARCHED FOR AND NOT FOUND.
 FE2453'
 FE2453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILE NORTHEAST OF
 FE2453'RIPLEY, 1 MI SOUTH OF CURVE
 FE2453
 FE2453                          STATION RECOVERY (1972)
 FE2453
 FE2453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2453'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2453'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN
 FE2453'THE AZIMUTH MARK AND THE REFERENCE MARKS. IN CHECKING THE ANGLES
 FE2453'OBSERVED THIS DATE AGAINST THOSE OBSERVED IN 1959, A
 FE2453'DISCREPANCY OF PLUS 01 MIN 04.7 SEC WAS NOTED FOR REFERENCE MARK NO.
 FE2453'2 WHILE REFERENCE MARK NO. 1 CHECKED WITHIN THE ALLOWABLE LIMITS.
 FE2453'IN CHECKING THE HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND
 FE2453'THE REFERENCE MARKS, A DISCREPANCY OF PLUS 0.04 OF A FOOT WAS NOTED
 FE2453'FOR REFERENCE MARK NO. 1 AND MINUS 0.01 OF A FOOT FOR REFERENCE
 FE2453'MARK NO. 2.
 FE2453'
 FE2453'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2453'
 FE2453'THE STATION IS ABOUT 5 MILES NORTHEAST OF RIPLEY, ABOUT 1 MILE SOUTH
 FE2453'OF THE SMALL COMMUNITY OF CURVE, AND IS IN A FIELD ON THE PROPERTY
 FE2453'OF THE GEORGE MCWILLIAMS ESTATE.
 FE2453'
 FE2453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND COUNTY
 FE2453'ROAD R 8127 (HOWARDS STORE IN THE EAST ANGLE) IN THE SMALL
 FE2453'COMMUNITY OF CURVE, GO EASTERLY AND SOUTHERLY (PASSING UNDER THE
 FE2453'ILLINOIS-CENTRAL RAILROAD) ON COUNTY ROAD R 8127 FOR 1.15 MILES
 FE2453'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTHERLY ON COUNTY ROAD R
 FE2453'8127 FOR 0.25 OF A MILE TO THE JUNCTION OF COUNTY ROAD S 8202/5)
 FE2453'(CONCORD ROAD) ON THE LEFT, TURN LEFT ON CONCORD ROAD AND GO EASTERLY
 FE2453'FOR 0.1 OF A MILE TO A DRIVEWAY ON THE LEFT LEADING INTO A FIELD AND
 FE2453'THE STATION ABOUT 40 YARDS NORTH IN FIELD AS DESCRIBED.
 FE2453'
 FE2453'THE STATION IS 121 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF
 FE2453'COUNTY ROAD S 8202, 91 FEET NORTH-NORTHEAST OF A FENCE, 73 FEET
 FE2453'SOUTH OF AN 18-INCH BLACK WALNUT TREE, 52 FEET EAST OF A 16-INCH,
 FE2453'FORKED TRUNKED OAK TREE, 33 FEET EAST-SOUTHEAST OF A FENCE,
 FE2453'AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FE2453'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FE2453'AND THE DISK IS STAMPED CURVE 1958.
 FE2453'
 FE2453'REFERENCE MARK NO. 1 IS 177 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 FE2453'CENTER OF COUNTY ROAD S 8202, 147 FEET NORTH-NORTHEAST
 FE2453'OF A FENCE, 86 FEET EAST-SOUTHEAST OF THE 18-INCH BLACK WALNUT TREE,
 FE2453'68 FEET EAST-SOUTHEAST OF A FENCE, 0.9 OF A FOOT SOUTH OF A METAL
 FE2453'WITNESS POST AND SIGN, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FE2453'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FE2453'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED CURVE NO 1
 FE2453'1958.
 FE2453'
 FE2453'REFERENCE MARK NO. 2 IS 61 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 FE2453'CENTER OF COUNTY ROAD S 8202, 37 FEET SOUTH OF THE 16-INCH, FORKED
 FE2453'TRUNKED OAK TREE, 31 FEET NORTH-NORTHEAST OF A FENCE, 8 FEET
 FE2453'EAST-SOUTHEAST OF A FENCE, 0.9 OF A FOOT SOUTH OF A METAL WITNESS
 FE2453'POST AND SIGN, AND ABOUT 3 FEET BELOW THE ELEVATION OF THE STATION.
 FE2453'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FE2453'MONUMENT ABOUT 2 INCHES BELOW THE SURROUNDING SURFACE AND THE DISK IS
 FE2453'STAMPED CURVE NO 2 1958.
 FE2453'
 FE2453'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2453'REFERENCE MARK NO. 2 IS 130.76 FEET - (39.855) METERS.
 FE2453'
 FE2453'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE NORTH-NORTHEAST OF THE
 FE2453'STATION, 36 FEET WEST OF THE SOUTHEAST CORNER OF AN ABANDONED
 FE2453'FRAME HOUSE, 27 FEET WEST OF A 10-INCH CEDAR TREE, 24 FEET
 FE2453'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD R 8127, 12
 FE2453'FEET SOUTHWEST OF A 16-INCH HONEY LOCUST TREE, AND 0.8 OF A FOOT
 FE2453'SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN
 FE2453'THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FE2453'IS STAMPED CURVE 1958.
 FE2453'
 FE2453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.0 MILE
 FE2453'SOUTH OF CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2452 ***********************************************************************
 FE2452  DESIGNATION -  CURVE ELEMENTARY SCH STACK
 FE2452  PID         -  FE2452
 FE2452  STATE/COUNTY-  TN/LAUDERDALE
 FE2452  USGS QUAD   -  GATES (1983)
 FE2452
 FE2452                         *CURRENT SURVEY CONTROL
 FE2452  ___________________________________________________________________
 FE2452* NAD 83(1995)-  35 48 19.43477(N)    089 27 27.10231(W)     ADJUSTED  
 FE2452* NAVD 88     -                                                        
 FE2452  ___________________________________________________________________
 FE2452  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 FE2452  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2452
 FE2452  HORZ ORDER  -  THIRD
 FE2452
 FE2452.The horizontal coordinates were established by classical geodetic methods
 FE2452.and adjusted by the National Geodetic Survey in April 1999..
 FE2452
 FE2452
 FE2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2452
 FE2452.The geoid height was determined by GEOID03.
 FE2452
 FE2452;                    North         East     Units Scale Factor Converg.
 FE2452;SPC TN       -   168,843.456   287,573.480   MT  0.99994853   -2 01 27.0
 FE2452;SPC TN       -   553,947.24    943,480.66   sFT  0.99994853   -2 01 27.0
 FE2452;UTM  16      - 3,965,151.708   277,944.260   MT  1.00020764   -1 26 18.0
 FE2452
 FE2452                          SUPERSEDED SURVEY CONTROL
 FE2452
 FE2452  NAD 83(1995)-  35 48 19.43990(N)    089 27 27.10356(W) AD(       ) 4
 FE2452  NAD 83(1986)-  35 48 19.44507(N)    089 27 27.10301(W) AD(       ) 4
 FE2452  NAD 27      -  35 48 19.17000(N)    089 27 26.83900(W) AD(       ) 3
 FE2452
 FE2452.Superseded values are not recommended for survey control.
 FE2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2452.See file dsdata.txt to determine how the superseded data were derived.
 FE2452
 FE2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7794465152(NAD 83)
 FE2452_MARKER: 63 = STACK
 FE2452
 FE2452  HISTORY     - Date     Condition        Report By
 FE2452  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2452
 FE2452                          STATION DESCRIPTION
 FE2452
 FE2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2452'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS A SILVER
 FE2452'COLORED, METAL STACK ABOUT 50 FEET HIGH AND IS LOCATED AT THE
 FE2452'REAR OF THE CURVE ELEMENTARY SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2322 ***********************************************************************
 GB2322  DESIGNATION -  CUSTRED RESET
 GB2322  PID         -  GB2322
 GB2322  STATE/COUNTY-  TN/CUMBERLAND
 GB2322  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2322
 GB2322                         *CURRENT SURVEY CONTROL
 GB2322  ___________________________________________________________________
 GB2322* NAD 83(1986)-  36 02 54.     (N)    085 09 07.     (W)     SCALED    
 GB2322* NAVD 88     -       608.96   (meters)    1997.9    (feet)  RESET     
 GB2322  ___________________________________________________________________
 GB2322  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GB2322
 GB2322  VERT ORDER  -  THIRD
 GB2322
 GB2322.The horizontal coordinates were scaled from a topographic map and have
 GB2322.an estimated accuracy of +/- 6 seconds.
 GB2322
 GB2322.The orthometric height was computed from unverified reset data.
 GB2322.No vertical observational check was made to the station.
 GB2322
 GB2322.The geoid height was determined by GEOID03.
 GB2322
 GB2322;                    North         East    Units  Estimated Accuracy
 GB2322;SPC TN       -   190,610.      676,410.      MT  (+/- 180 meters Scaled)
 GB2322
 GB2322                          SUPERSEDED SURVEY CONTROL
 GB2322
 GB2322  NGVD 29 (10/12/01)  608.99   (m)         1998.0    (f) RESET       3  
 GB2322
 GB2322.Superseded values are not recommended for survey control.
 GB2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2322.See file dsdata.txt to determine how the superseded data were derived.
 GB2322
 GB2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE664908(NAD 83)
 GB2322_MARKER: DS = TRIANGULATION STATION DISK
 GB2322_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GB2322_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GB2322_STAMPING: CUSTRED 1960 1977
 GB2322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2322
 GB2322  HISTORY     - Date     Condition        Report By
 GB2322  HISTORY     - 1977     MONUMENTED       NGS
 GB2322  HISTORY     - 1977     GOOD             NGS
 GB2322
 GB2322                          STATION DESCRIPTION
 GB2322
 GB2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GB2322'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GB2322'CONDITION.  THE SURFACE STATION MARK WAS FOUND DESTROYED BY GRADING
 GB2322'AS WAS REFERENCE MARK 1.  REFERENCE MARK 2 WAS VERY NEAR A GRADED
 GB2322'DITCH AND WAS DESTROYED.  THE DISTANCE TO REFERENCE MARK 2
 GB2322'CHECKED.  THE AZIMUTH MARK WAS NOT FOUND BUT SOME BROKEN CONCRETE
 GB2322'WAS FOUND AND THE MARK IS ASSUMED TO HAVE BEEN DESTROYED BY FARMING.
 GB2322'A NEW SURFACE STATION MARK AND REFERENCE MARK 3 AND 4 WERE SET.  A
 GB2322'NEW DESCRIPTION FOLLOWS--
 GB2322'
 GB2322'THE STATION IS LOCATED IN A GRASSY TRIANGLE ABOUT 0.1 MILE
 GB2322'SOUTHWEST OF INTERSTATE HIGHWAY 40, 37 FEET SOUTH OF THE CENTERLINE
 GB2322'OF A PAVED ROAD, 21 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD,
 GB2322'1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT WEST OF A METAL
 GB2322'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GB2322'STAMPED CUSTRED 1960 1977.
 GB2322'
 GB2322'TO REACH THE STATION FROM THE RAILROAD DEPOT AND POST OFFICE AT
 GB2322'MAYLAND, GO EASTERLY ON U. S. HIGHWAY 70N FOR 1.75 MILES TO A PAVED
 GB2322'ROAD LEFT.  TURN LEFT ON THE PAVED ROAD AND GO NORTH AND EAST FOR
 GB2322'1.1 MILES TO A ROAD FORK AND THE STATION.
 GB2322'
 GB2322'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GB2322'MAGNETS, STAMPED CUSTRED 1960 NO 3 1977, PROJECTING 3 INCHES,
 GB2322'19 FEET SOUTH OF THE CENTERLINE OF THE MAIN PAVED ROAD AND 6 INCHES
 GB2322'WEST OF A METAL WITNESS POST.
 GB2322'
 GB2322'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GB2322'MAGNETS, STAMPED CUSTRED 1960 NO 4 1977, PROJECTING 3 INCHES, 21
 GB2322'FEET SOUTHEAST OF THE CENTERLINE OF PAVED ROAD, 69 FEET SOUTH OF THE
 GB2322'CENTERLINE OF THE MAIN PAVED ROAD, 40 FEET EAST OF AN 18 INCH
 GB2322'OAK TREE AND 1 FOOT EAST OF A METAL WITNESS POST.
 GB2322'
 GB2322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 GB2322'EAST OF MAYLAND.
 GB2322'
 GB2322'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GB2322
 GB2322                          STATION RECOVERY (1977)
 GB2322
 GB2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GB2322'2.85 MI EAST FROM MAYLAND.
 GB2322'1.75 MILES EAST ALONG U.S. HIGHWAY 70 NORTH FROM THE RAILROAD STATION
 GB2322'AND POST OFFICE IN MAYLAND THENCE 1.1 MILES NORTHEAST ALONGA PAVED
 GB2322'ROAD AT A ROAD FORK, 45.97 FEET NORTHEAST OF ROOM 4, 17.85 SOUTH
 GB2322'OF ROOM 3, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 21 FEET
 GB2322'NORTHEAST OF THE CENTERLINE OF PAVED ROAD, BETWEEN TWO METAL
 GB2322'WITNESS POSTS 24-INCHES APART, IN TOP OF AN PRE-CAST ALUMINUM
 GB2322'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2323 ***********************************************************************
 GB2323  DESIGNATION -  CUSTRED RM 3
 GB2323  PID         -  GB2323
 GB2323  STATE/COUNTY-  TN/CUMBERLAND
 GB2323  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2323
 GB2323                         *CURRENT SURVEY CONTROL
 GB2323  ___________________________________________________________________
 GB2323* NAD 83(1986)-  36 02 54.     (N)    085 09 07.     (W)     SCALED    
 GB2323* NAVD 88     -       609.00   (meters)    1998.0    (feet)  RESET     
 GB2323  ___________________________________________________________________
 GB2323  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GB2323
 GB2323  VERT ORDER  -  THIRD
 GB2323
 GB2323.The horizontal coordinates were scaled from a topographic map and have
 GB2323.an estimated accuracy of +/- 6 seconds.
 GB2323
 GB2323.The orthometric height was computed from unverified reset data.
 GB2323.No vertical observational check was made to the station.
 GB2323
 GB2323.The geoid height was determined by GEOID03.
 GB2323
 GB2323;                    North         East    Units  Estimated Accuracy
 GB2323;SPC TN       -   190,610.      676,410.      MT  (+/- 180 meters Scaled)
 GB2323
 GB2323                          SUPERSEDED SURVEY CONTROL
 GB2323
 GB2323  NGVD 29 (10/12/01)  609.03   (m)         1998.1    (f) RESET       3  
 GB2323
 GB2323.Superseded values are not recommended for survey control.
 GB2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2323.See file dsdata.txt to determine how the superseded data were derived.
 GB2323
 GB2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE664908(NAD 83)
 GB2323_MARKER: DR = REFERENCE MARK DISK
 GB2323_SETTING: 0 = UNSPECIFIED SETTING
 GB2323_STAMPING: CUSTRED 1960 NO 3 1977
 GB2323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2323
 GB2323  HISTORY     - Date     Condition        Report By
 GB2323  HISTORY     - 1977     MONUMENTED       NGS
 GB2323
 GB2323                          STATION DESCRIPTION
 GB2323
 GB2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GB2323'2.85 MI EAST FROM MAYLAND.
 GB2323'1.75 MILES EAST ALONG U.S. HIGHWAY 70 NORTH FROM THE RAILROAD
 GB2323'STATION AND POST OFFICE IN MAYLAND, THENCE 1.1 MILES NORTHEAST
 GB2323'ALONG A PAVED ROAD, AT A ROAD FOR, 59.6 FEET NORTH-NORTHEAST OF
 GB2323'ROOM 4, 19 FEET SOUTH OF THE MAIN PAVED ROAD, 17.85 FEET NORTH
 GB2323'OF THE STATION, AND IN TOP OF AN PRE-CAST ALUMINUM MONUMENT.
 GB2323'THE MARK IS 0.5 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2324 ***********************************************************************
 GB2324  DESIGNATION -  CUSTRED RM 4
 GB2324  PID         -  GB2324
 GB2324  STATE/COUNTY-  TN/CUMBERLAND
 GB2324  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2324
 GB2324                         *CURRENT SURVEY CONTROL
 GB2324  ___________________________________________________________________
 GB2324* NAD 83(1986)-  36 02 54.     (N)    085 09 07.     (W)     SCALED    
 GB2324* NAVD 88     -       608.90   (meters)    1997.7    (feet)  RESET     
 GB2324  ___________________________________________________________________
 GB2324  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GB2324
 GB2324  VERT ORDER  -  THIRD
 GB2324
 GB2324.The horizontal coordinates were scaled from a topographic map and have
 GB2324.an estimated accuracy of +/- 6 seconds.
 GB2324
 GB2324.The orthometric height was computed from unverified reset data.
 GB2324.No vertical observational check was made to the station.
 GB2324
 GB2324.The geoid height was determined by GEOID03.
 GB2324
 GB2324;                    North         East    Units  Estimated Accuracy
 GB2324;SPC TN       -   190,610.      676,410.      MT  (+/- 180 meters Scaled)
 GB2324
 GB2324                          SUPERSEDED SURVEY CONTROL
 GB2324
 GB2324  NGVD 29 (10/12/01)  608.94   (m)         1997.8    (f) RESET       3  
 GB2324
 GB2324.Superseded values are not recommended for survey control.
 GB2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2324.See file dsdata.txt to determine how the superseded data were derived.
 GB2324
 GB2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE664908(NAD 83)
 GB2324_MARKER: DR = REFERENCE MARK DISK
 GB2324_SETTING: 0 = UNSPECIFIED SETTING
 GB2324_STAMPING: CUSTRED 960 NO 4 1977
 GB2324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2324
 GB2324  HISTORY     - Date     Condition        Report By
 GB2324  HISTORY     - 1977     MONUMENTED       NGS
 GB2324
 GB2324                          STATION DESCRIPTION
 GB2324
 GB2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GB2324'2.85 MI EAST FROM MAYLAND.
 GB2324'1.75 MILES EAST ALONG U.S. HIGHWAY 70 NORTH FROM THE RAILROAD
 GB2324'STATION AND POST OFFICE IN MAYLAND, THENCE 1.1 MILES NORTHEAST
 GB2324'ALONG A PAVED ROAD, AT A ROAD FORK, 69 FEET SOUTH OF THE CENTERLINE
 GB2324'OF THE MAIN PAVED ROAD, 59.6 FEET SOUTH-SOUTHWEST OF ROOM 3,
 GB2324'45.9 FEET SOUTHWEST OF THE STATION, 21 FEET SOUTHWEST OF THE
 GB2324'CENTERLINE OF THE MAIN PAVED ROAD, AND 40 FEET SOUTHEAST OF
 GB2324'A 18-INCH OAK TREE, IN TOP OF AN PRE-CAST ALUMINUM MONUMENT.
 GB2324'THE MARK IS 1 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1339 ***********************************************************************
 FC1339  DESIGNATION -  CUT
 FC1339  PID         -  FC1339
 FC1339  STATE/COUNTY-  TN/MARION
 FC1339  USGS QUAD   -  MONTEAGLE (1982)
 FC1339
 FC1339                         *CURRENT SURVEY CONTROL
 FC1339  ___________________________________________________________________
 FC1339* NAD 83(1995)-  35 10 45.07906(N)    085 48 31.07291(W)     ADJUSTED  
 FC1339* NAVD 88     -       290.369  (meters)     952.65   (feet)  ADJUSTED  
 FC1339  ___________________________________________________________________
 FC1339  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FC1339  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC1339  DYNAMIC HT  -         290.075 (meters)     951.69  (feet)  COMP
 FC1339  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 FC1339
 FC1339  HORZ ORDER  -  SECOND
 FC1339  VERT ORDER  -  SECOND    CLASS 0
 FC1339
 FC1339.The horizontal coordinates were established by classical geodetic methods
 FC1339.and adjusted by the National Geodetic Survey in April 1999..
 FC1339
 FC1339.The orthometric height was determined by differential leveling
 FC1339.and adjusted by the National Geodetic Survey in June 1991..
 FC1339
 FC1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1339
 FC1339.The geoid height was determined by GEOID03.
 FC1339
 FC1339.The dynamic height is computed by dividing the NAVD 88
 FC1339.geopotential number by the normal gravity value computed on the
 FC1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1339.degrees latitude (g = 980.6199 gals.).
 FC1339
 FC1339.The modeled gravity was interpolated from observed gravity values.
 FC1339
 FC1339;                    North         East     Units Scale Factor Converg.
 FC1339;SPC TN       -    93,865.403   617,431.743   MT  1.00001325   +0 06 43.3
 FC1339;SPC TN       -   307,956.74  2,025,690.64   sFT  1.00001325   +0 06 43.3
 FC1339;UTM  16      - 3,893,564.530   608,479.481   MT  0.99974503   +0 41 11.2
 FC1339
 FC1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1339!SPC TN       -   0.99995895  x   1.00001325  =   0.99997220
 FC1339!UTM  16      -   0.99995895  x   0.99974503  =   0.99970399
 FC1339
 FC1339|---------------------------------------------------------------------|
 FC1339| PID    Reference Object                     Distance      Geod. Az  |
 FC1339|                                                           dddmmss.s |
 FC1339| FC1338 CUT RM 2                             13.350 METERS 15603     |
 FC1339| FC1341 CUT AZ MK                                          3361858.6 |
 FC1339| FC1340 CUT RM 1                              5.937 METERS 35151     |
 FC1339|---------------------------------------------------------------------|
 FC1339
 FC1339                          SUPERSEDED SURVEY CONTROL
 FC1339
 FC1339  NAD 83(1995)-  35 10 45.08084(N)    085 48 31.07267(W) AD(       ) 2
 FC1339  NAD 83(1995)-  35 10 45.08104(N)    085 48 31.07368(W) AD(       ) 2
 FC1339  NAD 83(1995)-  35 10 45.08454(N)    085 48 31.07081(W) AD(       ) 2
 FC1339  NAD 83(1986)-  35 10 45.08530(N)    085 48 31.07025(W) AD(       ) 2
 FC1339  NAD 27      -  35 10 44.79200(N)    085 48 31.16700(W) AD(       ) 2
 FC1339  NGVD 29 (??/??/92)  290.352  (m)          952.60   (f) ADJ UNCH    2 0
 FC1339
 FC1339.Superseded values are not recommended for survey control.
 FC1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1339.See file dsdata.txt to determine how the superseded data were derived.
 FC1339
 FC1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0847993565(NAD 83)
 FC1339_MARKER: DE = TRAVERSE STATION DISK
 FC1339_SETTING: 66 = SET IN ROCK OUTCROP
 FC1339_SP_SET: OUTCROP
 FC1339_STAMPING: CUT 1962
 FC1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1339+STABILITY: POSITION/ELEVATION WELL
 FC1339
 FC1339  HISTORY     - Date     Condition        Report By
 FC1339  HISTORY     - 1962     MONUMENTED       CGS
 FC1339  HISTORY     - 1964     GOOD             CGS
 FC1339  HISTORY     - 1964     GOOD             NGS
 FC1339
 FC1339                          STATION DESCRIPTION
 FC1339
 FC1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1339'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MONTEAGLE, 1 MILE
 FC1339'NORTHWEST OF MARTIN SPRINGS AND ALONG THE SOUTHWEST SIDE
 FC1339'OF U.S. HIGHWAY 41.
 FC1339'
 FC1339'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO SOUTH ON
 FC1339'U.S. HIGHWAY 41 FOR 4.8 MILES TO THE AZIMUTH MARK ON THE
 FC1339'RIGHT, CONTINUE ON U.S. HIGHWAY 41 FOR 0.25 MILE TO THE STATION ON
 FC1339'THE RIGHT.
 FC1339'
 FC1339'THE STATION IS 8 FEET SOUTHWEST OF A 30 FOOT HIGHWAY CUT AND 3.1 FEET
 FC1339'EAST OF A METAL WITNESS POST. IT IS A STANDARD TRAVERSE
 FC1339'DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK, WHICH
 FC1339'PROJECTS 3 INCHES, AND IS STAMPED CUT 1962.
 FC1339'
 FC1339'REFERENCE MARK NO. 1 IS 3 FEET SOUTHWEST OF A 30 FOOT HIGHWAY CUT. IT
 FC1339'IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FC1339'OUTCROPPING BEDROCK, WHICH PROJECTS 2 INCHES, AND IS STAMPED CUT NO 1
 FC1339'1962.
 FC1339'
 FC1339'REFERENCE MARK NO. 2 IS 12 FEET SOUTHWEST OF A 30 FOOT HIGHWAY CUT.
 FC1339'IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FC1339'OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES AND IS STAMPED CUT NO 2
 FC1339'1962.
 FC1339'
 FC1339'THE AZIMUTH MARK IS 51 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 FC1339'U.S. HIGHWAY 41, 40 FEET NORTHWEST OF A GUARD RAIL AND 1.6
 FC1339'FEET SOUTH OF A METAL WITNESS POST. IT IS A STANDARD DISK SET IN A
 FC1339'SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES, AND IS
 FC1339'STAMPED CUT 1962.
 FC1339
 FC1339                          STATION RECOVERY (1964)
 FC1339
 FC1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FC1339'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FC1339'CONDITION.  THE ORIGINAL TO-REACH AS GIVEN IN 1962 IS COMPLETELY
 FC1339'ADEQUATE.
 FC1339
 FC1339                          STATION RECOVERY (1964)
 FC1339
 FC1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC1339'5 MI SE FROM MONTEAGLE.
 FC1339'THIS MARK IS AT THE CUT 1962 TRAVERSE STATION SITE.  TO REACH
 FC1339'THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST ON
 FC1339'U.S. HIGHWAYS 41 AND 64 FOR 5.0 MILES TO THE STATION ON THE
 FC1339'RIGHT.  IT IS 8 FEET SOUTHWEST OF THE EDGE OF A 30 FOOT HIGHWAY
 FC1339'CUT AND 3.1 FEET EAST OF A METAL WITNESS POST AND SIGN.  A
 FC1339'STANDARD TRAVERSE STATION DISK CEMENTED IN A DRILL HOLE IN
 FC1339'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2 INCHES AND IS ABOUT
 FC1339'30 FEET ABOVE THE ELEVATION OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2123 ***********************************************************************
 GA2123  DESIGNATION -  CUT
 GA2123  PID         -  GA2123
 GA2123  STATE/COUNTY-  TN/GRAINGER
 GA2123  USGS QUAD   -  BEAN STATION (1976)
 GA2123
 GA2123                         *CURRENT SURVEY CONTROL
 GA2123  ___________________________________________________________________
 GA2123* NAD 83(1995)-  36 21 07.27589(N)    083 20 21.10521(W)     ADJUSTED  
 GA2123* NAVD 88     -       330.475  (meters)    1084.23   (feet)  ADJUSTED  
 GA2123  ___________________________________________________________________
 GA2123  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 GA2123  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA2123  DYNAMIC HT  -         330.176 (meters)    1083.25  (feet)  COMP
 GA2123  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 GA2123
 GA2123  HORZ ORDER  -  SECOND
 GA2123  VERT ORDER  -  SECOND    CLASS 0
 GA2123
 GA2123.The horizontal coordinates were established by classical geodetic methods
 GA2123.and adjusted by the National Geodetic Survey in April 1999..
 GA2123
 GA2123.The orthometric height was determined by differential leveling
 GA2123.and adjusted by the National Geodetic Survey in June 1991..
 GA2123
 GA2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2123
 GA2123.The geoid height was determined by GEOID03.
 GA2123
 GA2123.The dynamic height is computed by dividing the NAVD 88
 GA2123.geopotential number by the normal gravity value computed on the
 GA2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2123.degrees latitude (g = 980.6199 gals.).
 GA2123
 GA2123.The modeled gravity was interpolated from observed gravity values.
 GA2123
 GA2123;                    North         East     Units Scale Factor Converg.
 GA2123;SPC TN       -   227,221.722   838,805.166   MT  0.99998917   +1 33 27.9
 GA2123;SPC TN       -   745,476.60  2,751,979.95   sFT  0.99998917   +1 33 27.9
 GA2123;UTM  17      - 4,025,534.505   290,097.286   MT  1.00014288   -1 23 13.4
 GA2123
 GA2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2123!SPC TN       -   0.99995301  x   0.99998917  =   0.99994218
 GA2123!UTM  17      -   0.99995301  x   1.00014288  =   1.00009588
 GA2123
 GA2123|---------------------------------------------------------------------|
 GA2123| PID    Reference Object                     Distance      Geod. Az  |
 GA2123|                                                           dddmmss.s |
 GA2123| GA2122 CUT RM 1                             11.492 METERS 08448     |
 GA2123| GA2126 DAM                                 APPROX. 1.1 KM 1602914.7 |
 GA2123| GA2124 CUT RM 2                             12.867 METERS 18732     |
 GA2123|---------------------------------------------------------------------|
 GA2123
 GA2123                          SUPERSEDED SURVEY CONTROL
 GA2123
 GA2123  NAD 83(1995)-  36 21 07.27962(N)    083 20 21.10866(W) AD(       ) 2
 GA2123  NAD 83(1995)-  36 21 07.28588(N)    083 20 21.10195(W) AD(       ) 2
 GA2123  NAD 83(1995)-  36 21 07.28258(N)    083 20 21.10741(W) AD(       ) 2
 GA2123  NAD 83(1986)-  36 21 07.28472(N)    083 20 21.10734(W) AD(       ) 2
 GA2123  NAD 27      -  36 21 06.95969(N)    083 20 21.47945(W) AD(       ) 2
 GA2123  NGVD 29 (??/??/92)  330.608  (m)         1084.67   (f) ADJ UNCH    2 0
 GA2123
 GA2123.Superseded values are not recommended for survey control.
 GA2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2123.See file dsdata.txt to determine how the superseded data were derived.
 GA2123
 GA2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9009725535(NAD 83)
 GA2123_MARKER: DD = SURVEY DISK
 GA2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2123_STAMPING: CUT 1963
 GA2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2123+STABILITY: SURFACE MOTION
 GA2123
 GA2123  HISTORY     - Date     Condition        Report By
 GA2123  HISTORY     - 1963     MONUMENTED       TNHD
 GA2123  HISTORY     - 1963     GOOD             TNGS
 GA2123  HISTORY     - 1978     GOOD             NGS
 GA2123  HISTORY     - 1978     GOOD             NGS
 GA2123
 GA2123                          STATION DESCRIPTION
 GA2123
 GA2123'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2123'THE STATION IS LOCATED ABOUT 3 MILES WEST OF BEAN STATION AND 0.75
 GA2123'MILE NORTH OF U.  S.
 GA2123'HIGHWAY 11W.  ALONG THE RIGHT-OF-WAY OF U.S.  HIGHWAY 25E.
 GA2123'
 GA2123'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST ON
 GA2123'U.S.  HIGHWAY 11W FOR
 GA2123'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25E, TURN
 GA2123'RIGHT AND GO NORTHERLY ON U.S.
 GA2123'HIGHWAY 25E FOR 0.7 MILE TO THE
 GA2123'STATION ON THE LEFT AS DESCRIBED.
 GA2123'
 GA2123'THE STATION IS 28 FEET NORTH OF TELEPHONE POLE NO. 46 1/2, 26.4 FEET
 GA2123'NORTH OF A METAL WITNESS
 GA2123'POST AND SIGN AND 21 FEET WEST OF THE APPROXIMATE
 GA2123'CENTER OF U.S.  HIGHWAY 25E.
 GA2123'THE SURFACE AND UNDERGROUND MARKS ARE
 GA2123'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2123'ARE STAMPED CUT 1963.
 GA2123'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA2123'SURFACE DISK IS
 GA2123'SET IN A 12-INCH ROUND, CONCRETE MONUMENT ABOUT 6
 GA2123'INCHES BELOW THE SURFACE OF THE
 GA2123'GROUND.
 GA2123'
 GA2123'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE APPROXIMATE CENTER OF
 GA2123'U.S. HIGHWAY 25E.  IT IS A
 GA2123'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN
 GA2123'A DRILL HOLE IN THE EAST
 GA2123'HEADWALL OF A METAL CULVERT AND THE DISK IS
 GA2123'STAMPED CUT RM-1 1963.
 GA2123'
 GA2123'REFERENCE MARK NO. 2 IS 40 FEET WEST OF THE APPROXIMATE CENTER OF
 GA2123'U.S. HIGHWAY 25E, 13.5 FEET
 GA2123'SOUTHWEST OF A METAL WITNESS POST AND SIGN AND 13 FEET
 GA2123'SOUTHWEST OF TELEPHONE POLE NO.
 GA2123'46 1/2.  IT IS A STANDARD TENNESSEE
 GA2123'HIGHWAY DEPARTMENT DISK SET IN A DRILL HOLE IN
 GA2123'OUTCROPPING BEDROCK
 GA2123'AND IS STAMPED CUT RM-2 1963.
 GA2123'
 GA2123'TRAVERSE STATION DAM WILL SERVE AS AN AZIMUTH MARK.
 GA2123'
 GA2123'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2123
 GA2123                          STATION RECOVERY (1963)
 GA2123
 GA2123'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2123'2.7 MI W FROM BEAN STATION.
 GA2123'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY
 GA2123'11W FOR 2.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 25E.  TURN
 GA2123'RIGHT AND GO NORTH ON U.S. HIGHWAY 25E FOR 0.7 MILE TO THE
 GA2123'STATION ON THE LEFT.  THE STATION MARK IS 28 FEET NORTH OF
 GA2123'TELEPHONE POLE NO. 46 1/2, 26.4 FEET NORTH OF A WITNESS POST
 GA2123'AND 21 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 25E.  THE
 GA2123'STATION MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2123'SET IN TOP OF A 12-INCH ROUND, CONCRETE MONUMENT ABOUT 6 INCHES
 GA2123'BELOW THE SURFACE OF THE GROUND.
 GA2123
 GA2123                          STATION RECOVERY (1978)
 GA2123
 GA2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GA2123'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GA2123'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED
 GA2123'OR COVERED BY FILL AT THE SITE.  REFERENCE MARK 3 WAS SET.  THE
 GA2123'1963 DISTANCE TO THE REFERENCE MARK WAS USED TO TO HEAVY TRAFFIC
 GA2123'AND CROOKED ROAD.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GA2123'
 GA2123'THE STATION MARK IS 26 FEET NORTH OF A METAL WITNESS POST.
 GA2123'
 GA2123'REFERENCE MARK 3 IS 2 FEET NORTHWEST OF POWER POLE NO 46 1.5, 6
 GA2123'FEET NORTHEAST OF A METAL WITNESS POST AND 22 FEET WEST OF THE
 GA2123'CENTERLINE OF THE HIGHWAY.
 GA2123
 GA2123                          STATION RECOVERY (1978)
 GA2123
 GA2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GA2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1341 ***********************************************************************
 FC1341  DESIGNATION -  CUT AZ MK
 FC1341  PID         -  FC1341
 FC1341  STATE/COUNTY-  TN/MARION
 FC1341  USGS QUAD   -  MONTEAGLE (1982)
 FC1341
 FC1341                         *CURRENT SURVEY CONTROL
 FC1341  ___________________________________________________________________
 FC1341* NAD 83(1986)-  35 10 56.     (N)    085 48 37.     (W)     SCALED    
 FC1341* NAVD 88     -       309.016  (meters)    1013.83   (feet)  ADJUSTED  
 FC1341  ___________________________________________________________________
 FC1341  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FC1341  DYNAMIC HT  -         308.703 (meters)    1012.80  (feet)  COMP
 FC1341  MODELED GRAV-     979,613.7   (mgal)                       NAVD 88
 FC1341
 FC1341  VERT ORDER  -  SECOND    CLASS 0
 FC1341
 FC1341.The horizontal coordinates were scaled from a topographic map and have
 FC1341.an estimated accuracy of +/- 6 seconds.
 FC1341
 FC1341.The orthometric height was determined by differential leveling
 FC1341.and adjusted by the National Geodetic Survey in June 1991..
 FC1341
 FC1341.The geoid height was determined by GEOID03.
 FC1341
 FC1341.The dynamic height is computed by dividing the NAVD 88
 FC1341.geopotential number by the normal gravity value computed on the
 FC1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1341.degrees latitude (g = 980.6199 gals.).
 FC1341
 FC1341.The modeled gravity was interpolated from observed gravity values.
 FC1341
 FC1341;                    North         East    Units  Estimated Accuracy
 FC1341;SPC TN       -    94,200.      617,280.      MT  (+/- 180 meters Scaled)
 FC1341
 FC1341                          SUPERSEDED SURVEY CONTROL
 FC1341
 FC1341  NGVD 29 (??/??/92)  308.999  (m)         1013.77   (f) ADJ UNCH    2 0
 FC1341
 FC1341.Superseded values are not recommended for survey control.
 FC1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1341.See file dsdata.txt to determine how the superseded data were derived.
 FC1341
 FC1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD083938(NAD 83)
 FC1341_MARKER: DZ = AZIMUTH MARK DISK
 FC1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1341_STAMPING: CUT 1962
 FC1341_MARK LOGO: CGS   
 FC1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1341+STABILITY: SURFACE MOTION
 FC1341
 FC1341  HISTORY     - Date     Condition        Report By
 FC1341  HISTORY     - 1962     MONUMENTED       CGS
 FC1341  HISTORY     - 1964     GOOD             NGS
 FC1341
 FC1341                          STATION DESCRIPTION
 FC1341
 FC1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1341'4.8 MI SE FROM MONTEAGLE.
 FC1341'THIS MARK IS ABOUT 0.25 MILE NORTHWEST OF TRAVERSE STATION CUT
 FC1341'1962.  TO REACH FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST ON
 FC1341'U.S. HIGHWAYS 41 AND 64 FOR 4.8 MILES TO THE MARK ON THE RIGHT.
 FC1341'IT IS 51 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS
 FC1341'41 AND 64, 40 FEET NORTHWEST OF A GUARDRAIL AND 1.6 FEET SOUTH
 FC1341'OF A METAL WITNESS POST AND SIGN.  A STANDARD AZIMUTH MARK DISK
 FC1341'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FC1341'PROJECTS 4 INCHES AND IS ABOUT 2 FEET BELOW THE ELEVATION OF THE
 FC1341'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1340 ***********************************************************************
 FC1340  DESIGNATION -  CUT RM 1
 FC1340  PID         -  FC1340
 FC1340  STATE/COUNTY-  TN/MARION
 FC1340  USGS QUAD   -  MONTEAGLE (1982)
 FC1340
 FC1340                         *CURRENT SURVEY CONTROL
 FC1340  ___________________________________________________________________
 FC1340* NAD 83(1986)-  35 10 44.     (N)    085 48 31.     (W)     SCALED    
 FC1340* NAVD 88     -       290.770  (meters)     953.97   (feet)  ADJUSTED  
 FC1340  ___________________________________________________________________
 FC1340  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC1340  DYNAMIC HT  -         290.476 (meters)     953.00  (feet)  COMP
 FC1340  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 FC1340
 FC1340  VERT ORDER  -  SECOND    CLASS 0
 FC1340
 FC1340.The horizontal coordinates were scaled from a topographic map and have
 FC1340.an estimated accuracy of +/- 6 seconds.
 FC1340
 FC1340.The orthometric height was determined by differential leveling
 FC1340.and adjusted by the National Geodetic Survey in June 1991..
 FC1340
 FC1340.The geoid height was determined by GEOID03.
 FC1340
 FC1340.The dynamic height is computed by dividing the NAVD 88
 FC1340.geopotential number by the normal gravity value computed on the
 FC1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1340.degrees latitude (g = 980.6199 gals.).
 FC1340
 FC1340.The modeled gravity was interpolated from observed gravity values.
 FC1340
 FC1340;                    North         East    Units  Estimated Accuracy
 FC1340;SPC TN       -    93,830.      617,430.      MT  (+/- 180 meters Scaled)
 FC1340
 FC1340                          SUPERSEDED SURVEY CONTROL
 FC1340
 FC1340  NGVD 29 (??/??/92)  290.754  (m)          953.92   (f) ADJ UNCH    2 0
 FC1340
 FC1340.Superseded values are not recommended for survey control.
 FC1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1340.See file dsdata.txt to determine how the superseded data were derived.
 FC1340
 FC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD084935(NAD 83)
 FC1340_MARKER: DR = REFERENCE MARK DISK
 FC1340_SETTING: 66 = SET IN ROCK OUTCROP
 FC1340_SP_SET: OUTCROP
 FC1340_STAMPING: CUT NO 1 1962
 FC1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1340+STABILITY: POSITION/ELEVATION WELL
 FC1340
 FC1340  HISTORY     - Date     Condition        Report By
 FC1340  HISTORY     - 1962     MONUMENTED       CGS
 FC1340  HISTORY     - 1964     GOOD             NGS
 FC1340
 FC1340                          STATION DESCRIPTION
 FC1340
 FC1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1340'5 MI SE FROM MONTEAGLE.
 FC1340'THIS MARK IS AT THE CUT 1962 TRAVERSE STATION SITE.  IT IS 19.48
 FC1340'FEET NORTH OF THE STATION CUT 1962 AND 3 FEET SOUTHWEST OF THE
 FC1340'EDGE OF A 30 FOOT HIGHWAY CUT.  A STANDARD REFERENCE MARK DISK
 FC1340'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 FC1340'ABOUT 2 INCHES AND IS ABOUT 1 1/2 FEET ABOVE THE STATION
 FC1340'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2122 ***********************************************************************
 GA2122  DESIGNATION -  CUT RM 1
 GA2122  PID         -  GA2122
 GA2122  STATE/COUNTY-  TN/GRAINGER
 GA2122  USGS QUAD   -  BEAN STATION (1976)
 GA2122
 GA2122                         *CURRENT SURVEY CONTROL
 GA2122  ___________________________________________________________________
 GA2122* NAD 83(1986)-  36 21 06.     (N)    083 20 21.     (W)     SCALED    
 GA2122* NAVD 88     -       329.808  (meters)    1082.05   (feet)  ADJUSTED  
 GA2122  ___________________________________________________________________
 GA2122  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA2122  DYNAMIC HT  -         329.510 (meters)    1081.07  (feet)  COMP
 GA2122  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 GA2122
 GA2122  VERT ORDER  -  SECOND    CLASS 0
 GA2122
 GA2122.The horizontal coordinates were scaled from a topographic map and have
 GA2122.an estimated accuracy of +/- 6 seconds.
 GA2122
 GA2122.The orthometric height was determined by differential leveling
 GA2122.and adjusted by the National Geodetic Survey in June 1991..
 GA2122
 GA2122.The geoid height was determined by GEOID03.
 GA2122
 GA2122.The dynamic height is computed by dividing the NAVD 88
 GA2122.geopotential number by the normal gravity value computed on the
 GA2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2122.degrees latitude (g = 980.6199 gals.).
 GA2122
 GA2122.The modeled gravity was interpolated from observed gravity values.
 GA2122
 GA2122;                    North         East    Units  Estimated Accuracy
 GA2122;SPC TN       -   227,180.      838,810.      MT  (+/- 180 meters Scaled)
 GA2122
 GA2122                          SUPERSEDED SURVEY CONTROL
 GA2122
 GA2122  NGVD 29 (??/??/92)  329.941  (m)         1082.48   (f) ADJ UNCH    2 0
 GA2122
 GA2122.Superseded values are not recommended for survey control.
 GA2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2122.See file dsdata.txt to determine how the superseded data were derived.
 GA2122
 GA2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA900254(NAD 83)
 GA2122_MARKER: DD = SURVEY DISK
 GA2122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2122_SP_SET: CULVERT
 GA2122_STAMPING: CUT RM-1
 GA2122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2122
 GA2122  HISTORY     - Date     Condition        Report By
 GA2122  HISTORY     - 1963     MONUMENTED       TNHD
 GA2122  HISTORY     - 1963     GOOD             TNGS
 GA2122  HISTORY     - 1980     GOOD             NGS
 GA2122
 GA2122                          STATION DESCRIPTION
 GA2122
 GA2122'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2122'3 MI W FROM BEAN STATION.
 GA2122'THIS MARK IS LOCATED AT THE CUT 1963 STATION SITE, 17 FEET EAST
 GA2122'OF THE CENTERLINE OF U.S. HIGHWAY 25E, AND 38 FEET EAST OF THE
 GA2122'STATION.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2122'CEMENTED IN A DRILLED HOLE IN THE EAST HEADWALL OF A METAL CULVERT.
 GA2122'NOTE-- FOR DESCR. SEE STATION CUT.
 GA2122
 GA2122                          STATION RECOVERY (1980)
 GA2122
 GA2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1338 ***********************************************************************
 FC1338  DESIGNATION -  CUT RM 2
 FC1338  PID         -  FC1338
 FC1338  STATE/COUNTY-  TN/MARION
 FC1338  USGS QUAD   -  MONTEAGLE (1982)
 FC1338
 FC1338                         *CURRENT SURVEY CONTROL
 FC1338  ___________________________________________________________________
 FC1338* NAD 83(1986)-  35 10 44.     (N)    085 48 31.     (W)     SCALED    
 FC1338* NAVD 88     -       289.279  (meters)     949.08   (feet)  ADJUSTED  
 FC1338  ___________________________________________________________________
 FC1338  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC1338  DYNAMIC HT  -         288.987 (meters)     948.12  (feet)  COMP
 FC1338  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 FC1338
 FC1338  VERT ORDER  -  SECOND    CLASS 0
 FC1338
 FC1338.The horizontal coordinates were scaled from a topographic map and have
 FC1338.an estimated accuracy of +/- 6 seconds.
 FC1338
 FC1338.The orthometric height was determined by differential leveling
 FC1338.and adjusted by the National Geodetic Survey in June 1991..
 FC1338
 FC1338.The geoid height was determined by GEOID03.
 FC1338
 FC1338.The dynamic height is computed by dividing the NAVD 88
 FC1338.geopotential number by the normal gravity value computed on the
 FC1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1338.degrees latitude (g = 980.6199 gals.).
 FC1338
 FC1338.The modeled gravity was interpolated from observed gravity values.
 FC1338
 FC1338;                    North         East    Units  Estimated Accuracy
 FC1338;SPC TN       -    93,830.      617,430.      MT  (+/- 180 meters Scaled)
 FC1338
 FC1338                          SUPERSEDED SURVEY CONTROL
 FC1338
 FC1338  NGVD 29 (??/??/92)  289.263  (m)          949.02   (f) ADJ UNCH    2 0
 FC1338
 FC1338.Superseded values are not recommended for survey control.
 FC1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1338.See file dsdata.txt to determine how the superseded data were derived.
 FC1338
 FC1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD084935(NAD 83)
 FC1338_MARKER: DR = REFERENCE MARK DISK
 FC1338_SETTING: 66 = SET IN ROCK OUTCROP
 FC1338_SP_SET: OUTCROP
 FC1338_STAMPING: CUT NO 2 1962
 FC1338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1338+STABILITY: POSITION/ELEVATION WELL
 FC1338
 FC1338  HISTORY     - Date     Condition        Report By
 FC1338  HISTORY     - 1962     MONUMENTED       CGS
 FC1338  HISTORY     - 1964     GOOD             NGS
 FC1338
 FC1338                          STATION DESCRIPTION
 FC1338
 FC1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1338'5 MI SE FROM MONTEAGLE.
 FC1338'THIS MARK IS AT THE CUT 1962 TRAVERSE STATION SITE.  IT IS
 FC1338'43.80 FEET SOUTHEAST OF THE STATION CUT 1962 AND 12 FEET
 FC1338'SOUTHEAST OF THE EDGE OF A 30 FOOT HIGHWAY CUT.  A STANDARD
 FC1338'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1338'BEDROCK THAT PROJECTS ABOUT 4 INCHES AND IS ABOUT 3 1/2 FEET
 FC1338'BELOW THE STATION ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2124 ***********************************************************************
 GA2124  DESIGNATION -  CUT RM 2
 GA2124  PID         -  GA2124
 GA2124  STATE/COUNTY-  TN/GRAINGER
 GA2124  USGS QUAD   -  BEAN STATION (1976)
 GA2124
 GA2124                         *CURRENT SURVEY CONTROL
 GA2124  ___________________________________________________________________
 GA2124* NAD 83(1986)-  36 21 06.     (N)    083 20 21.     (W)     SCALED    
 GA2124* NAVD 88     -       330.714  (meters)    1085.02   (feet)  ADJUSTED  
 GA2124  ___________________________________________________________________
 GA2124  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA2124  DYNAMIC HT  -         330.415 (meters)    1084.04  (feet)  COMP
 GA2124  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 GA2124
 GA2124  VERT ORDER  -  SECOND    CLASS 0
 GA2124
 GA2124.The horizontal coordinates were scaled from a topographic map and have
 GA2124.an estimated accuracy of +/- 6 seconds.
 GA2124
 GA2124.The orthometric height was determined by differential leveling
 GA2124.and adjusted by the National Geodetic Survey in June 1991..
 GA2124
 GA2124.The geoid height was determined by GEOID03.
 GA2124
 GA2124.The dynamic height is computed by dividing the NAVD 88
 GA2124.geopotential number by the normal gravity value computed on the
 GA2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2124.degrees latitude (g = 980.6199 gals.).
 GA2124
 GA2124.The modeled gravity was interpolated from observed gravity values.
 GA2124
 GA2124;                    North         East    Units  Estimated Accuracy
 GA2124;SPC TN       -   227,180.      838,810.      MT  (+/- 180 meters Scaled)
 GA2124
 GA2124                          SUPERSEDED SURVEY CONTROL
 GA2124
 GA2124  NGVD 29 (??/??/92)  330.846  (m)         1085.45   (f) ADJ UNCH    2 0
 GA2124
 GA2124.Superseded values are not recommended for survey control.
 GA2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2124.See file dsdata.txt to determine how the superseded data were derived.
 GA2124
 GA2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA900254(NAD 83)
 GA2124_MARKER: DD = SURVEY DISK
 GA2124_SETTING: 66 = SET IN ROCK OUTCROP
 GA2124_SP_SET: BEDROCK OUTCROP
 GA2124_STAMPING: CUT RM-2 1963
 GA2124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2124+STABILITY: POSITION/ELEVATION WELL
 GA2124
 GA2124  HISTORY     - Date     Condition        Report By
 GA2124  HISTORY     - 1963     MONUMENTED       TNHD
 GA2124  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2124
 GA2124                          STATION DESCRIPTION
 GA2124
 GA2124'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2124'3 MI W FROM BEAN STATION.
 GA2124'THIS MARK IS LOCATED AT THE CUT 1963 STATION SITE, 40 FEET
 GA2124'WEST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 13.5 FEET SOUTHWEST
 GA2124'OF A WITNESS POST, 13 FEET SOUTHWEST OF TELEPHONE POLE NO. 46 1/2
 GA2124'AND 42 FEET SOUTH OF THE STATION.  THE MARK IS A STANDARD
 GA2124'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE
 GA2124'IN OUT-CROPPING BEDROCK.  NOTE-- FOR DESCR. SEE STATION CUT.
 GA2124
 GA2124                          STATION RECOVERY (1980)
 GA2124
 GA2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3252 ***********************************************************************
 GA3252  DESIGNATION -  CUT RM 3
 GA3252  PID         -  GA3252
 GA3252  STATE/COUNTY-  TN/GRAINGER
 GA3252  USGS QUAD   -  BEAN STATION (1976)
 GA3252
 GA3252                         *CURRENT SURVEY CONTROL
 GA3252  ___________________________________________________________________
 GA3252* NAD 83(1986)-  36 21 06.     (N)    083 20 21.     (W)     SCALED    
 GA3252* NAVD 88     -       330.84   (meters)    1085.4    (feet)  RESET     
 GA3252  ___________________________________________________________________
 GA3252  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA3252
 GA3252  VERT ORDER  -  THIRD
 GA3252
 GA3252.The horizontal coordinates were scaled from a topographic map and have
 GA3252.an estimated accuracy of +/- 6 seconds.
 GA3252
 GA3252.The orthometric height was computed from unverified reset data.
 GA3252.No vertical observational check was made to the station.
 GA3252
 GA3252.The geoid height was determined by GEOID03.
 GA3252
 GA3252;                    North         East    Units  Estimated Accuracy
 GA3252;SPC TN       -   227,180.      838,810.      MT  (+/- 180 meters Scaled)
 GA3252
 GA3252                          SUPERSEDED SURVEY CONTROL
 GA3252
 GA3252  NGVD 29 (10/12/01)  330.97   (m)         1085.9    (f) RESET       3  
 GA3252
 GA3252.Superseded values are not recommended for survey control.
 GA3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3252.See file dsdata.txt to determine how the superseded data were derived.
 GA3252
 GA3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA900254(NAD 83)
 GA3252_MARKER: DR = REFERENCE MARK DISK
 GA3252_SETTING: 0 = UNSPECIFIED SETTING
 GA3252_STAMPING: CUT THD 1963 NO 3 1978
 GA3252_MARK LOGO: NGS   
 GA3252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3252
 GA3252  HISTORY     - Date     Condition        Report By
 GA3252  HISTORY     - 1980     MONUMENTED       NGS
 GA3252
 GA3252                          STATION DESCRIPTION
 GA3252
 GA3252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3252'2.7 MI WEST FROM BEAN STATION.
 GA3252'2.7 MILES WEST ALONG U.S. HIGHWAY 11W FROM THE POST OFFICE IN
 GA3252'BEAN STATION, TO THE JUNCTION OF U.S. HIGHWAY 25E, THENCE
 GA3252'0.7 MILE NORTH ALONG U.S. HIGHWAY 25E TO THE STATION,
 GA3252'25.8 FEET SOUTH OF STATION CUT THD 1963 PRE-CAST ALUMINUM MONUMENT
 GA3252'WITH MAGNETS, 2 FEET NORTHWEST OF POWER POLE NO H 6 1.5, AND 22 FEET
 GA3252'WEST OF THE CENTERLINE OF U.S. HIGHWAY 25 EAST.
 GA3252'THE MARK IS 6 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0852 ***********************************************************************
 FE0852  DESIGNATION -  CYP
 FE0852  PID         -  FE0852
 FE0852  STATE/COUNTY-  TN/MADISON
 FE0852  USGS QUAD   -  DENMARK (1981)
 FE0852
 FE0852                         *CURRENT SURVEY CONTROL
 FE0852  ___________________________________________________________________
 FE0852* NAD 83(1995)-  35 35 44.33063(N)    089 03 25.23019(W)     ADJUSTED  
 FE0852* NAVD 88     -       122.463  (meters)     401.78   (feet)  ADJUSTED  
 FE0852  ___________________________________________________________________
 FE0852  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FE0852  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0852  DYNAMIC HT  -         122.353 (meters)     401.42  (feet)  COMP
 FE0852  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE0852
 FE0852  HORZ ORDER  -  SECOND
 FE0852  VERT ORDER  -  SECOND    CLASS 0
 FE0852
 FE0852.The horizontal coordinates were established by classical geodetic methods
 FE0852.and adjusted by the National Geodetic Survey in April 1999..
 FE0852
 FE0852.The orthometric height was determined by differential leveling
 FE0852.and adjusted by the National Geodetic Survey in June 1991..
 FE0852
 FE0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0852
 FE0852.The geoid height was determined by GEOID03.
 FE0852
 FE0852.The dynamic height is computed by dividing the NAVD 88
 FE0852.geopotential number by the normal gravity value computed on the
 FE0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0852.degrees latitude (g = 980.6199 gals.).
 FE0852
 FE0852.The modeled gravity was interpolated from observed gravity values.
 FE0852
 FE0852;                    North         East     Units Scale Factor Converg.
 FE0852;SPC TN       -   144,378.754   323,025.628   MT  0.99995701   -1 47 22.9
 FE0852;SPC TN       -   473,682.63  1,059,793.25   sFT  0.99995701   -1 47 22.9
 FE0852;UTM  16      - 3,941,048.891   313,651.928   MT  1.00002794   -1 11 51.5
 FE0852
 FE0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0852!SPC TN       -   0.99998519  x   0.99995701  =   0.99994220
 FE0852!UTM  16      -   0.99998519  x   1.00002794  =   1.00001313
 FE0852
 FE0852:                Primary Azimuth Mark                     Grid Az
 FE0852:SPC TN       -  CYP AZ MK                                059 48 10.0
 FE0852:UTM  16      -  CYP AZ MK                                059 12 38.6
 FE0852
 FE0852|---------------------------------------------------------------------|
 FE0852| PID    Reference Object                     Distance      Geod. Az  |
 FE0852|                                                           dddmmss.s |
 FE0852| FE0854 CYP AZ MK                           APPROX. 0.8 KM 0580047.1 |
 FE0852| FE0853 CYP RM 1                             18.353 METERS 06546     |
 FE0852| FE0851 CYP RM 2                             14.282 METERS 24208     |
 FE0852|---------------------------------------------------------------------|
 FE0852
 FE0852                          SUPERSEDED SURVEY CONTROL
 FE0852
 FE0852  NAD 83(1995)-  35 35 44.33590(N)    089 03 25.23367(W) AD(       ) 2
 FE0852  NAD 83(1986)-  35 35 44.34216(N)    089 03 25.23108(W) AD(       ) 2
 FE0852  NAD 27      -  35 35 44.06960(N)    089 03 24.99800(W) AD(       ) 2
 FE0852  NGVD 29 (??/??/??)  122.483  (m)          401.85   (f) ADJUSTED    2 0
 FE0852
 FE0852.Superseded values are not recommended for survey control.
 FE0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0852.See file dsdata.txt to determine how the superseded data were derived.
 FE0852
 FE0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1365241049(NAD 83)
 FE0852_MARKER: DS = TRIANGULATION STATION DISK
 FE0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0852_STAMPING: CYP 1959
 FE0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0852+STABILITY: SURFACE MOTION
 FE0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0852+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 FE0852
 FE0852  HISTORY     - Date     Condition        Report By
 FE0852  HISTORY     - 1959     MONUMENTED       CGS
 FE0852  HISTORY     - 1959     GOOD             CGS
 FE0852  HISTORY     - 20020905 GOOD             USACE
 FE0852
 FE0852                          STATION DESCRIPTION
 FE0852
 FE0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0852'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-SOUTHWEST OF
 FE0852'HUNTERSVILLE, ABOUT 3.5 MILES EAST OF UNION, ABOUT 0.1 MILE
 FE0852'WEST OF WHERE STATE HIGHWAY NO. 138 CROSSES THE INTERSTATE HIGHWAY
 FE0852'AND ON THE SOUTH RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY.
 FE0852'THE MARK IS 29 FEET SOUTH OF A CUT-BANK WHICH IS ABOUT 20 FEET HIGHER
 FE0852'THAN THE HIGHWAY, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 FE0852'AND 2 FEET NORTH OF A WITNESS POST. THE MARK IS SET FLUSH WITH THE
 FE0852'SURFACE OF THE GROUND AND IS STAMPED CYP 1959.
 FE0852'
 FE0852'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CUT-BANK, 4 FEET WEST OF
 FE0852'A WITNESS POST AND 1 FOOT NORTH OF THE FENCE. THE MARK IS
 FE0852'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CYP NO 1
 FE0852'1959.
 FE0852'
 FE0852'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CUT-BANK, 2 FEET EAST OF
 FE0852'A WITNESS POST AND 1 FOOT NORTH OF THE FENCE. THE MARK IS
 FE0852'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CYP NO 2
 FE0852'1959.
 FE0852'
 FE0852'AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY,
 FE0852'34 FEET NORTH OF A CUT-BANK WHICH IS ABOUT 10 FEET HIGHER
 FE0852'THAN THE INTERSTATE HIGHWAY, 4 FEET SOUTH OF A WIRE FENCE AND WITNESS
 FE0852'POST. THE MARK PROJECTS 1-INCH ABOVE THE SURFACE OF THE
 FE0852'GROUND AND IS STAMPED CYP 1959.
 FE0852'
 FE0852'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY NO. 70 AND
 FE0852'STATE HIGHWAY NO. 138 WHICH IS ABOUT 12 MILES EAST OF
 FE0852'BROWNSVILLE, GO NORTH ON STATE HIGHWAY NO. 138 FOR 0.75 MILE TO THE
 FE0852'INTERSTATE HIGHWAY, TURN LEFT AND GO WEST FOR 0.1 MILE TO THE
 FE0852'STATION ON THE LEFT AS DESCRIBED.
 FE0852'
 FE0852'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE INTERSTATE
 FE0852'HIGHWAY FOR 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FE0852'
 FE0852'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE0852
 FE0852                          STATION RECOVERY (1959)
 FE0852
 FE0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0852'12 MI ENE FROM BROWNSVILLE.
 FE0852'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0852'BROWNSVILLE, THENCE 2.35 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0852'40, 0.7 MILE EAST OF J 215.  THE STATION LOCATED 29 FEET SOUTH
 FE0852'OF A ROAD-CUT, WHICH IS ABOUT 20 HIGHER THAN THE HIGHWAY,
 FE0852'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 2 FEET NORTH OF A
 FE0852'WHITE WITNESS POST.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FE0852'POST, WHICH IS FLUSH WITH THE GROUND.
 FE0852
 FE0852                          STATION RECOVERY (2002)
 FE0852
 FE0852'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0852'THE STATION IS 0.15 MI WEST OF EXIT 68, I40, 3.0 FT N OF ROW FENCE FOR
 FE0852'I40 EAST BOUND NEAR CENTER OF TA TRUCK STOP SCALES.
 FE0852' 
 FE0852'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0854 ***********************************************************************
 FE0854  DESIGNATION -  CYP AZ MK
 FE0854  PID         -  FE0854
 FE0854  STATE/COUNTY-  TN/MADISON
 FE0854  USGS QUAD   -  DENMARK (1981)
 FE0854
 FE0854                         *CURRENT SURVEY CONTROL
 FE0854  ___________________________________________________________________
 FE0854* NAD 83(1995)-  35 35 58.18732(N)    089 02 58.06332(W)     ADJUSTED  
 FE0854* NAVD 88     -       126.096  (meters)     413.70   (feet)  ADJUSTED  
 FE0854  ___________________________________________________________________
 FE0854  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 FE0854  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0854  DYNAMIC HT  -         125.984 (meters)     413.33  (feet)  COMP
 FE0854  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FE0854
 FE0854  HORZ ORDER  -  SECOND
 FE0854  VERT ORDER  -  SECOND    CLASS 0
 FE0854
 FE0854.The horizontal coordinates were established by classical geodetic methods
 FE0854.and adjusted by the National Geodetic Survey in April 1999..
 FE0854
 FE0854.The orthometric height was determined by differential leveling
 FE0854.and adjusted by the National Geodetic Survey in June 1991..
 FE0854
 FE0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0854
 FE0854.The geoid height was determined by GEOID03.
 FE0854
 FE0854.The dynamic height is computed by dividing the NAVD 88
 FE0854.geopotential number by the normal gravity value computed on the
 FE0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0854.degrees latitude (g = 980.6199 gals.).
 FE0854
 FE0854.The modeled gravity was interpolated from observed gravity values.
 FE0854
 FE0854;                    North         East     Units Scale Factor Converg.
 FE0854;SPC TN       -   144,784.260   323,722.433   MT  0.99995674   -1 47 07.0
 FE0854;SPC TN       -   475,013.03  1,062,079.35   sFT  0.99995674   -1 47 07.0
 FE0854;UTM  16      - 3,941,461.603   314,344.555   MT  1.00002476   -1 11 36.1
 FE0854
 FE0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0854!SPC TN       -   0.99998462  x   0.99995674  =   0.99994136
 FE0854!UTM  16      -   0.99998462  x   1.00002476  =   1.00000938
 FE0854
 FE0854:                Primary Azimuth Mark                     Grid Az
 FE0854:SPC TN       -  CYP                                      239 48 09.9
 FE0854:UTM  16      -  CYP                                      239 12 39.0
 FE0854
 FE0854|---------------------------------------------------------------------|
 FE0854| PID    Reference Object                     Distance      Geod. Az  |
 FE0854|                                                           dddmmss.s |
 FE0854| FE0852 CYP                                 APPROX. 0.8 KM 2380102.9 |
 FE0854|---------------------------------------------------------------------|
 FE0854
 FE0854                          SUPERSEDED SURVEY CONTROL
 FE0854
 FE0854  NAD 83(1995)-  35 35 58.19259(N)    089 02 58.06678(W) AD(       ) 2
 FE0854  NAD 83(1986)-  35 35 58.19887(N)    089 02 58.06416(W) AD(       ) 2
 FE0854  NAD 27      -  35 35 57.92660(N)    089 02 57.83280(W) AD(       ) 2
 FE0854  NGVD 29 (??/??/??)  126.117  (m)          413.77   (f) ADJUSTED    2 0
 FE0854
 FE0854.Superseded values are not recommended for survey control.
 FE0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0854.See file dsdata.txt to determine how the superseded data were derived.
 FE0854
 FE0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1434541462(NAD 83)
 FE0854_MARKER: DZ = AZIMUTH MARK DISK
 FE0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0854_STAMPING: CYP 1959
 FE0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0854+STABILITY: SURFACE MOTION
 FE0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0854+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0854
 FE0854  HISTORY     - Date     Condition        Report By
 FE0854  HISTORY     - 1959     MONUMENTED       CGS
 FE0854  HISTORY     - 1959     GOOD             CGS
 FE0854  HISTORY     - 20020907 GOOD             USACE
 FE0854
 FE0854                          STATION DESCRIPTION
 FE0854
 FE0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0854'THE STATION IS LOCATED, AIRLINE, ABOUT 12 MILES EAST OF BROWNSVILLE,
 FE0854'ABOUT 4 MILES WEST-SOUTHWEST OF HUNTERSVILLE, ABOUT 4 MILES
 FE0854'EAST OF UNION AND ABOUT 3/4 MILE NORTH OF US HIGHWAY 70, ALONG THE
 FE0854'NORTH SIDE OF THE INTERSTATE HIGHWAY.
 FE0854'
 FE0854'THE STATION IS A STANDARD AZIMUTH MARK STAMPED CYP 1959 SET IN TOP OF
 FE0854'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 FE0854'INCHES ABOVE THE GROUND. IT IS 82 FEET NORTH OF THE CENTER OF THE
 FE0854'WEST BOUND LANE OF INTERSTATE HIGHWAY 40, 34 FEET NORTH OF
 FE0854'THE NORTH EDGE OF A CUT-BANK AND 4 FEET SOUTH OF AN EAST-WEST FENCE
 FE0854'LINE AND WHITE WITNESS POST.
 FE0854'
 FE0854'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 AND STATE
 FE0854'HIGHWAY 138 WHICH IS ABOUT 12 MILES EAST OF BROWNSVILLE ON
 FE0854'US HIGHWAY 70, GO NORTH ON STATE HIGHWAY 138 FOR 0.75 MILE TO
 FE0854'INTERSTATE HIGHWAY 40, TURN RIGHT ONTO INTERSTATE HIGHWAY
 FE0854'40 AND GO EAST FOR 0.4 MILE TO A WHITE WITNESS POST ON THE LEFT,
 FE0854'NORTH SIDE AND THE STATION.
 FE0854
 FE0854                          STATION RECOVERY (1959)
 FE0854
 FE0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0854'12.6 MI ENE FROM BROWNSVILLE.
 FE0854'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0854'BROWNSVILLE, THENCE 2.85 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0854'40, 0.5 MILE EAST FROM CYP 1959.  IT IS 104 FEET NORTH-NORTHWEST
 FE0854'OF THE CENTER OF THE WEST BOUND TRAFFIC LANE OF THE INTERSTATE
 FE0854'HIGHWAY, 4 FEET SOUTH-SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 4
 FE0854'FEET SOUTH-SOUTHWEST OF A WITNESS SIGN, 15 FEET ABOVE THE LEVEL
 FE0854'OF THE HIGHWAY.  IT IS LOCATED AT THE TOP OF THE FIRST SMALL
 FE0854'HILL JUST EAST OF AN OVERPASS.  THE DISK IS SET IN THE TOP OF A
 FE0854'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FE0854
 FE0854                          STATION RECOVERY (2002)
 FE0854
 FE0854'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0854'MARK IS APPROX 0.5 MI E OF I40 EXIT 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0853 ***********************************************************************
 FE0853  DESIGNATION -  CYP RM 1
 FE0853  PID         -  FE0853
 FE0853  STATE/COUNTY-  TN/MADISON
 FE0853  USGS QUAD   -  DENMARK (1981)
 FE0853
 FE0853                         *CURRENT SURVEY CONTROL
 FE0853  ___________________________________________________________________
 FE0853* NAD 83(1986)-  35 35 43.     (N)    089 03 25.     (W)     SCALED    
 FE0853* NAVD 88     -       122.356  (meters)     401.43   (feet)  ADJUSTED  
 FE0853  ___________________________________________________________________
 FE0853  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0853  DYNAMIC HT  -         122.247 (meters)     401.07  (feet)  COMP
 FE0853  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE0853
 FE0853  VERT ORDER  -  SECOND    CLASS 0
 FE0853
 FE0853.The horizontal coordinates were scaled from a topographic map and have
 FE0853.an estimated accuracy of +/- 6 seconds.
 FE0853
 FE0853.The orthometric height was determined by differential leveling
 FE0853.and adjusted by the National Geodetic Survey in June 1991..
 FE0853
 FE0853.The geoid height was determined by GEOID03.
 FE0853
 FE0853.The dynamic height is computed by dividing the NAVD 88
 FE0853.geopotential number by the normal gravity value computed on the
 FE0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0853.degrees latitude (g = 980.6199 gals.).
 FE0853
 FE0853.The modeled gravity was interpolated from observed gravity values.
 FE0853
 FE0853;                    North         East    Units  Estimated Accuracy
 FE0853;SPC TN       -   144,340.      323,030.      MT  (+/- 180 meters Scaled)
 FE0853
 FE0853                          SUPERSEDED SURVEY CONTROL
 FE0853
 FE0853  NGVD 29 (??/??/??)  122.376  (m)          401.50   (f) ADJUSTED    2 0
 FE0853
 FE0853.Superseded values are not recommended for survey control.
 FE0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0853.See file dsdata.txt to determine how the superseded data were derived.
 FE0853
 FE0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE136410(NAD 83)
 FE0853_MARKER: DR = REFERENCE MARK DISK
 FE0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0853_STAMPING: CYP NO 1 1959
 FE0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0853+STABILITY: SURFACE MOTION
 FE0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0853+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0853
 FE0853  HISTORY     - Date     Condition        Report By
 FE0853  HISTORY     - 1959     MONUMENTED       CGS
 FE0853  HISTORY     - 1959     GOOD             CGS
 FE0853  HISTORY     - 20020907 GOOD             USACE
 FE0853
 FE0853                          STATION DESCRIPTION
 FE0853
 FE0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0853'12 MI ENE FROM BROWNSVILLE.
 FE0853'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0853'BROWNSVILLE, THENCE 2.35 MILES NORTHEAST OF INTERSTATE HIGHWAY
 FE0853'40, 0.7 MILE EAST OF J 215.  THE MARK IS LOCATED 60.2 FEET
 FE0853'EAST-NORTHEAST OF THE TRIANGULATION STATION CXP 1959, IT IS
 FE0853'30 FEET SOUTH OF A ROAD-CUT, 4 FEET WEST OF A WHITE WITNESS
 FE0853'POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS
 FE0853'SET IN THE TOP OF A CONCRETE POST AND IS FLUSH WITH THE ROAD.
 FE0853
 FE0853                          STATION RECOVERY (2002)
 FE0853
 FE0853'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0853'THE STATION IS 0.15 MI WEST OF EXIT 68, I40, 1.0 FT N OF ROW FENCE FOR
 FE0853'I40 EAST BOUND AT E END OF TA TRUCK STOP SCALES.
 FE0853' 
 FE0853'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0851 ***********************************************************************
 FE0851  DESIGNATION -  CYP RM 2
 FE0851  PID         -  FE0851
 FE0851  STATE/COUNTY-  TN/MADISON
 FE0851  USGS QUAD   -  DENMARK (1981)
 FE0851
 FE0851                         *CURRENT SURVEY CONTROL
 FE0851  ___________________________________________________________________
 FE0851* NAD 83(1986)-  35 35 43.     (N)    089 03 25.     (W)     SCALED    
 FE0851* NAVD 88     -       122.415  (meters)     401.62   (feet)  ADJUSTED  
 FE0851  ___________________________________________________________________
 FE0851  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE0851  DYNAMIC HT  -         122.306 (meters)     401.27  (feet)  COMP
 FE0851  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE0851
 FE0851  VERT ORDER  -  SECOND    CLASS 0
 FE0851
 FE0851.The horizontal coordinates were scaled from a topographic map and have
 FE0851.an estimated accuracy of +/- 6 seconds.
 FE0851
 FE0851.The orthometric height was determined by differential leveling
 FE0851.and adjusted by the National Geodetic Survey in June 1991..
 FE0851
 FE0851.The geoid height was determined by GEOID03.
 FE0851
 FE0851.The dynamic height is computed by dividing the NAVD 88
 FE0851.geopotential number by the normal gravity value computed on the
 FE0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0851.degrees latitude (g = 980.6199 gals.).
 FE0851
 FE0851.The modeled gravity was interpolated from observed gravity values.
 FE0851
 FE0851;                    North         East    Units  Estimated Accuracy
 FE0851;SPC TN       -   144,340.      323,030.      MT  (+/- 180 meters Scaled)
 FE0851
 FE0851                          SUPERSEDED SURVEY CONTROL
 FE0851
 FE0851  NGVD 29 (??/??/??)  122.435  (m)          401.69   (f) ADJUSTED    2 0
 FE0851
 FE0851.Superseded values are not recommended for survey control.
 FE0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0851.See file dsdata.txt to determine how the superseded data were derived.
 FE0851
 FE0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE136410(NAD 83)
 FE0851_MARKER: DR = REFERENCE MARK DISK
 FE0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0851_STAMPING: CYP NO 2 1959
 FE0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0851+STABILITY: SURFACE MOTION
 FE0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0851+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0851
 FE0851  HISTORY     - Date     Condition        Report By
 FE0851  HISTORY     - 1959     MONUMENTED       CGS
 FE0851  HISTORY     - 1959     GOOD             CGS
 FE0851  HISTORY     - 20020907 GOOD             USACE
 FE0851
 FE0851                          STATION DESCRIPTION
 FE0851
 FE0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0851'12 MI ENE FROM BROWNSVILLE.
 FE0851'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0851'BROWNSVILLE, THENCE 2.35 MILES NORTHEAST OF INTERSTATE HIGHWAY
 FE0851'40, 0.7 MILE EAST OF J 215.  THE MARK IS LOCATED 46.8 FEET
 FE0851'WEST-SOUTHWEST OF THE TRIANGULATION STATION CYP 1959, IT IS
 FE0851'30 FEET SOUTH OF ROAD-CUT, 2 FEET EAST OF A WHITE WITNESS POST AND
 FE0851'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS SET IN THE
 FE0851'TOP OF A CONCRETE POST AND IS FLUSH WITH THE GROUND.
 FE0851
 FE0851                          STATION RECOVERY (2002)
 FE0851
 FE0851'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0851'THE STATION IS 0.15 MI WEST OF EXIT 68, I40, 1.0 FT N OF ROW FENCE FOR
 FE0851'I40 EAST BOUND AT W END OF TA TRUCK STOP SCALES.
 FE0851' 
 FE0851'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2270 ***********************************************************************
 FE2270  DESIGNATION -  CYPRESS
 FE2270  PID         -  FE2270
 FE2270  STATE/COUNTY-  TN/MCNAIRY
 FE2270  USGS QUAD   -  CHEWALLA (1983)
 FE2270
 FE2270                         *CURRENT SURVEY CONTROL
 FE2270  ___________________________________________________________________
 FE2270* NAD 83(1995)-  35 03 06.76700(N)    088 44 15.32586(W)     ADJUSTED  
 FE2270* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 FE2270  ___________________________________________________________________
 FE2270  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 FE2270  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2270
 FE2270  HORZ ORDER  -  FIRST
 FE2270
 FE2270.The horizontal coordinates were established by classical geodetic methods
 FE2270.and adjusted by the National Geodetic Survey in April 1999..
 FE2270
 FE2270.The orthometric height was scaled from a topographic map.
 FE2270
 FE2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2270
 FE2270.The geoid height was determined by GEOID03.
 FE2270
 FE2270;                    North         East     Units Scale Factor Converg.
 FE2270;SPC TN       -    83,216.971   350,270.572   MT  1.00004087   -1 36 09.7
 FE2270;SPC TN       -   273,021.01  1,149,179.37   sFT  1.00004087   -1 36 09.7
 FE2270;UTM  16      - 3,880,176.618   341,533.794   MT  0.99990949   -0 59 53.3
 FE2270
 FE2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2270!SPC TN       -   0.99997517  x   1.00004087  =   1.00001604
 FE2270!UTM  16      -   0.99997517  x   0.99990949  =   0.99988466
 FE2270
 FE2270:                Primary Azimuth Mark                     Grid Az
 FE2270:SPC TN       -  SELMER RESET                             043 12 23.6
 FE2270:UTM  16      -  SELMER RESET                             042 36 07.2
 FE2270
 FE2270|---------------------------------------------------------------------|
 FE2270| PID    Reference Object                     Distance      Geod. Az  |
 FE2270|                                                           dddmmss.s |
 FE2270| FE2094 SELMER RESET                        APPROX.19.4 KM 0413613.9 |
 FE2270| CG3886 CYPRESS RM 1                         19.852 METERS 10130     |
 FE2270| CG3887 CYPRESS RM 1 OLD                      7.930 METERS 10254     |
 FE2270| CG3885 CYPRESS AZ MK                                      2292137.9 |
 FE2270| CG3888 CYPRESS RM 2                         47.494 METERS 34752     |
 FE2270|---------------------------------------------------------------------|
 FE2270
 FE2270                          SUPERSEDED SURVEY CONTROL
 FE2270
 FE2270  NAD 83(1995)-  35 03 06.76755(N)    088 44 15.32594(W) AD(       ) 1
 FE2270  NAD 83(1995)-  35 03 06.77518(N)    088 44 15.32160(W) AD(       ) 1
 FE2270  NAD 83(1995)-  35 03 06.77765(N)    088 44 15.32360(W) AD(       ) 1
 FE2270  NAD 83(1986)-  35 03 06.77778(N)    088 44 15.32319(W) AD(       ) 1
 FE2270  NAD 27      -  35 03 06.46400(N)    088 44 15.13300(W) AD(       ) 1
 FE2270
 FE2270.Superseded values are not recommended for survey control.
 FE2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2270.See file dsdata.txt to determine how the superseded data were derived.
 FE2270
 FE2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD4153480177(NAD 83)
 FE2270_MARKER: DS = TRIANGULATION STATION DISK
 FE2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2270_STAMPING: CYPRESS 1934
 FE2270_MARK LOGO: CGS   
 FE2270_PROJECTION: FLUSH
 FE2270_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2270+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2001
 FE2270
 FE2270  HISTORY     - Date     Condition        Report By
 FE2270  HISTORY     - 1914     MONUMENTED       CGS
 FE2270  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FE2270  HISTORY     - 1957     GOOD             CGS
 FE2270  HISTORY     - 1972     GOOD             TVA
 FE2270  HISTORY     - 19970501 GOOD             USE
 FE2270  HISTORY     - 20010125 GOOD             INDIV
 FE2270  HISTORY     - 20010526 GOOD             INDIV
 FE2270
 FE2270                          STATION DESCRIPTION
 FE2270
 FE2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2270'ABOUT 4 MILES EAST OF POCAHONTAS, 2 MILES NORTHWEST OF CYPRESS SWITCH
 FE2270'AND TANK, 1-1/2 MILES SOUTH OF KNOLL CLEARED ON ITS SOUTH SLOPE
 FE2270'AND HAVING ROAD PASSING OVER ITS EAST SLOPE, ABOUT 1-1/2 MILES NORTH
 FE2270'OF PROMINENT HILL, 3/4 MILE NORTH OF RAILROAD, 1/2 MILE SOUTH OF
 FE2270'RIDGE ROAD LEADING NORTHEAST FROM POCAHONTAS, 1/2 MILE WEST OF CABIN
 FE2270'OWNED BY MRS. CLARK, AND ON HIGHEST KNOB IN THIS VICINITY. TO REACH
 FE2270'FROM CORINTH, MISS., GO NORTH ON U.S. ROUTES 45 AND 72 ABOUT 10 MILES
 FE2270'TO EASTVIEW SINCLAIR FILLING STATION, TURN LEFT ONTO GRAVEL ROAD AT
 FE2270'ARROW POCAHONTAS 20 MILES-RAMER 4 MILES, ETC., AND FOLLOW 9.9
 FE2270'MILES (OR 5.6 MILES BEYOND RAILROAD CROSSING AT RAMER) TO FORKS AT
 FE2270'TOP OF HILL, KEEP STRAIGHT AHEAD ON DIM ROAD 1.4 MILES TO FORK JUST
 FE2270'AFTER PASSING HOME OF MR. KENNEDY, TURN LEFT, CONTINUE 0.6 MILE TO
 FE2270'ANOTHER FORK, TURN RIGHT, GO 0.4 MILE TO FORK AT TRIANGLE-BLAZED
 FE2270'TREE, TURN LEFT, GO 0.2 MILE TO FORK AT TRIANGLE-BLAZED TREE ON LEFT,
 FE2270'TURN RIGHT, AND PROCEED 0.4 MILE UP RIDGE TO HIGHEST POINT AND
 FE2270'STATION SITE. STATION IS ABOUT 40 METERS (131 FEET) S 16 DEG E
 FE2270'FROM HIGHEST TREE WHICH HAS TRIANGULAR BLAZE ON SOUTH SIDE AND
 FE2270'HAS DOUBLE-CROOKED TRUNK, ABOUT 35 FT WEST OF EDGE OF SUMMIT, 38.8
 FE2270'FEET EAST OF 10-INCH PINE WITH TRIANGULAR BLAZE, AND 33 FEET
 FE2270'NORTH-NORTHEAST OF 16-INCH PINE. SURFACE AND UNDERGROUND MARKS ARE
 FE2270'STANDARD STATION DISKS IN CONCRETE.  SURFACE MARK IS
 FE2270'FLUSH WITH SURFACE OF GROUND. REFERENCE MARK NO. 1 WAS STANDARD
 FE2270'REFERENCE DISK IN ROCKY OUTCROP AT SOUTH BROW OF HILL, 7.93 METERS
 FE2270'(26.0 FEET) FROM STATION S 77 DEG 07 MIN E.  REFERENCE MARK
 FE2270'NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE, ON NORTH SIDE
 FE2270'OF HILL, ABOUT 9 FEET EAST OF WOODS ROAD LEADING SOUTH OVER HILL,
 FE2270'AND 47.50 METERS (155.8 FEET) FROM STATION N 12 DEG 07 MIN W.
 FE2270'IN 1934 REFERENCE MARK NO. 1 REPORTED DESTROYED. NEW REFERENCE
 FE2270'MARK, ALSO CALLED NO. 1, CONSISTING OF STANDARD REFERENCE DISK IN
 FE2270'CONCRETE, WAS ESTABLISHED ON DOWNWARD SLOPE, 10 FEET
 FE2270'WEST-SOUTHWEST OF 15-INCH WHITE OAK, AND 65.81 FEET FROM STATION
 FE2270'S 78 DEG 30 MIN E.  AZIMUTH MARK, STANDARD REFERENCE DISK IN
 FE2270'CONCRETE, PROJECTING ABOUT 8 INCHES, WAS ESTABLISHED IN
 FE2270'1934 ON HIGH KNOB SOUTHWEST OF STATION, ABOUT 100 FEET SOUTHEAST OF
 FE2270'TOP ON DOWNWARD SLOPE, ABOUT 9 FEET SOUTH-SOUTHEAST OF 5-INCH BLAZED
 FE2270'PINE, AND ABOUT 300 YARDS FROM STATION S 49 DEG 21 MIN W.
 FE2270
 FE2270                          STATION RECOVERY (1957)
 FE2270
 FE2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 FE2270'THE STATION WAS RECOVERED AND THE STATION MARK WAS FOUND IN GOOD
 FE2270'CONDITION. BOTH REFERENCE MARKS HAVE BEEN DESTROYED, HOWEVER THE
 FE2270'MONUMENTS ARE IN THEIR ORIGINAL POSITIONS AND DEPRESSIONS OF THE
 FE2270'SHAFTS OF THE REFERENCE MARK DISKS ARE VISIBLE IN THE REMAINING
 FE2270'PORTIONS OF THE MONUMENTS. NO SEARCH FOR THE AZIMUTH MARK WAS MADE.
 FE2270'
 FE2270'TO REACH THE STATION FROM THE RAILROAD CROSSING IN REAMER, GO WEST ON
 FE2270'STATE HIGHWAY 57 FOR 5.2 MILES TO A SIDE ROAD RIGHT AND A STATE
 FE2270'FOREST LOOKOUT TOWER ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.3
 FE2270'MILES TO A CROSSROAD AND AN ABANDONED BUILDING IN THE
 FE2270'SOUTHWEST ANGLE, TURN LEFT, SOUTHERLY, AND GO 0.5 MILE ON A TRACK
 FE2270'ROAD TO A FORK, TAKE THE RIGHT ROAD AND GO 0.4 MILE ON A DIM TRACK
 FE2270'ROAD TO ANOTHER FORK, TURN LEFT AND GO 0.2 MILE TO ANOTHER FORK, TAKE
 FE2270'THE RIGHT ROAD AND GO 0.6 MILE TO THE SUMMIT OF A SMALL RISE AND
 FE2270'THE STATION SITE.
 FE2270
 FE2270                          STATION RECOVERY (1972)
 FE2270
 FE2270'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (NOD)
 FE2270'CONDITION OF POINT WHEN FOUND GOOD.
 FE2270'
 FE2270'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT CYPRESS 1934.
 FE2270'
 FE2270'CHANGE DESC, TO REACH FROM RAMER.  TAKE HWY 57, 6.9 MILES FROM
 FE2270'R.R., TO CROSS ROAD ON TOP OF HILL, TURN LEFT ON WOODS ROAD AND
 FE2270'TRAVEL 0.6 MI AND KEEP RIGHT FORK, ETC, ETC.
 FE2270'MON IS SET IN E EDGE OF WOODS ROAD AND 45 FEET N OF WOODS ROAD
 FE2270'INTERSECTION.
 FE2270'
 FE2270'REFS--8 FEET E TO WITNESS POST.
 FE2270'30 FEET S 45 W TO PAINTED CROSS ON 12 INCH FORKED POST OAK.
 FE2270
 FE2270                          STATION RECOVERY (1997)
 FE2270
 FE2270'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2270'FOUND MARK AND AZ MARK GOOD.  RM 1 AND RM 2 AND OLD RM 1 DESTROYED.
 FE2270
 FE2270                          STATION RECOVERY (2001)
 FE2270
 FE2270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (LPS)
 FE2270'RECOVERED IN GOOD CONDITION.
 FE2270
 FE2270                          STATION RECOVERY (2001)
 FE2270
 FE2270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (LPS)
 FE2270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2420 ***********************************************************************
 FE2420  DESIGNATION -  CYPRESS
 FE2420  PID         -  FE2420
 FE2420  STATE/COUNTY-  TN/MADISON
 FE2420  USGS QUAD   -  DENMARK (1981)
 FE2420
 FE2420                         *CURRENT SURVEY CONTROL
 FE2420  ___________________________________________________________________
 FE2420* NAD 83(1995)-  35 35 16.39021(N)    089 02 33.19639(W)     ADJUSTED  
 FE2420* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 FE2420  ___________________________________________________________________
 FE2420  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FE2420  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FE2420
 FE2420  HORZ ORDER  -  THIRD
 FE2420
 FE2420.The horizontal coordinates were established by classical geodetic methods
 FE2420.and adjusted by the National Geodetic Survey in April 1999..
 FE2420
 FE2420.The orthometric height was scaled from a topographic map.
 FE2420
 FE2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2420
 FE2420.The geoid height was determined by GEOID03.
 FE2420
 FE2420;                    North         East     Units Scale Factor Converg.
 FE2420;SPC TN       -   143,477.279   324,308.002   MT  0.99995758   -1 46 52.4
 FE2420;SPC TN       -   470,725.04  1,064,000.50   sFT  0.99995758   -1 46 52.4
 FE2420;UTM  16      - 3,940,160.657   314,943.637   MT  1.00002203   -1 11 20.4
 FE2420
 FE2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2420!SPC TN       -   0.99998197  x   0.99995758  =   0.99993955
 FE2420!UTM  16      -   0.99998197  x   1.00002203  =   1.00000400
 FE2420
 FE2420|---------------------------------------------------------------------|
 FE2420| PID    Reference Object                     Distance      Geod. Az  |
 FE2420|                                                           dddmmss.s |
 FE2420| CG3890 CYPRESS RM 1                         16.686 METERS 13343     |
 FE2420| CG3891 CYPRESS RM 2                         13.704 METERS 24015     |
 FE2420| CG3889 CYPRESS AZ MK                                      2451916.1 |
 FE2420|---------------------------------------------------------------------|
 FE2420
 FE2420                          SUPERSEDED SURVEY CONTROL
 FE2420
 FE2420  NAD 83(1995)-  35 35 16.39553(N)    089 02 33.19999(W) AD(       ) 3
 FE2420  NAD 83(1986)-  35 35 16.40174(N)    089 02 33.19730(W) AD(       ) 3
 FE2420  NAD 27      -  35 35 16.12930(N)    089 02 32.96580(W) AD(       ) 3
 FE2420
 FE2420.Superseded values are not recommended for survey control.
 FE2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2420.See file dsdata.txt to determine how the superseded data were derived.
 FE2420
 FE2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1494440161(NAD 83)
 FE2420_MARKER: DS = TRIANGULATION STATION DISK
 FE2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2420
 FE2420  HISTORY     - Date     Condition        Report By
 FE2420  HISTORY     - 1958     MONUMENTED       CGS
 FE2420  HISTORY     - 1959     GOOD             CGS
 FE2420
 FE2420                          STATION DESCRIPTION
 FE2420
 FE2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2420'THE STATION IS ABOUT 12-1/2 MILES EAST OF BROWNSVILLE, ABOUT 12-1/2
 FE2420'MILES WEST OF JACKSON AND ON PROPERTY OWNED BY MR. BOND MORRIS.
 FE2420'IT IS 84 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF AN OLD FRAME
 FE2420'HOUSE, 20 FEET EAST OF A 24 INCH CYPRESS TREE AND IN THE
 FE2420'CENTER OF A LAWN FORMED BY A CIRCULAR DRIVE IN FRONT OF THE OLD
 FE2420'HOUSE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CYPRESS
 FE2420'1958.
 FE2420'
 FE2420'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 138 AND U.S.
 FE2420'HIGHWAY 70, ABOUT 12 MILES EAST OF BROWNSVILLE, GO EAST ON HIGHWAY
 FE2420'70 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE AHEAD FOR
 FE2420'0.25 MILE TO A DRIVEWAY ON THE NORTH SIDE OF THE HIGHWAY. TURN
 FE2420'LEFT ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION IN THE CENTER OF
 FE2420'THE CIRCULAR DRIVE.
 FE2420'
 FE2420'REFERENCE MARK 1 IS 9 FEET EAST OF THE CENTER OF THE EAST DRIVE AND
 FE2420'73 FEET EAST-SOUTHEAST OF THE 24 INCH CYPRESS TREE.  THE MONUMENT IS
 FE2420'FLUSH AND THE DISK IS STAMPED CYPRESS NO 1 1958.
 FE2420'
 FE2420'REFERENCE MARK 2 IS 32 FEET SOUTHWEST OF THE 24 INCH CYPRESS TREE, 12
 FE2420'FEET WEST OF THE CENTER OF THE WEST DRIVE AND 104 FEET SOUTH OF THE
 FE2420'SOUTHWEST CORNER OF THE OLD FRAME HOUSE. THE MONUMENT IS FLUSH AND
 FE2420'THE DISK IS STAMPED CYPRESS NO 2 1958.
 FE2420'
 FE2420'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A FENCE, 48 FEET NORTH OF THE
 FE2420'CENTERLINE OF U.S. HIGHWAY 70, 1 FOOT EAST OF A WHITE WITNESS POST
 FE2420'AND 38 FEET NORTHWEST OF A POWERLINE POLE. THE MONUMENT PROJECTS 2
 FE2420'INCHES AND THE DISK IS STAMPED CYPRESS 1958.
 FE2420'
 FE2420'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2420
 FE2420                          STATION RECOVERY (1959)
 FE2420
 FE2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2420'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2420'GOOD CONDITION. THE DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0852 ***********************************************************************
 FD0852  DESIGNATION -  D 10
 FD0852  PID         -  FD0852
 FD0852  STATE/COUNTY-  TN/LAWRENCE
 FD0852  USGS QUAD   -  LORETTO (1976)
 FD0852
 FD0852                         *CURRENT SURVEY CONTROL
 FD0852  ___________________________________________________________________
 FD0852* NAD 83(1986)-  35 06 46.     (N)    087 24 30.     (W)     SCALED    
 FD0852* NAVD 88     -       269.716  (meters)     884.89   (feet)  ADJUSTED  
 FD0852  ___________________________________________________________________
 FD0852  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FD0852  DYNAMIC HT  -         269.458 (meters)     884.05  (feet)  COMP
 FD0852  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FD0852
 FD0852  VERT ORDER  -  FIRST     CLASS II
 FD0852
 FD0852.The horizontal coordinates were scaled from a topographic map and have
 FD0852.an estimated accuracy of +/- 6 seconds.
 FD0852
 FD0852.The orthometric height was determined by differential leveling
 FD0852.and adjusted by the National Geodetic Survey in June 1991..
 FD0852
 FD0852.The geoid height was determined by GEOID03.
 FD0852
 FD0852.The dynamic height is computed by dividing the NAVD 88
 FD0852.geopotential number by the normal gravity value computed on the
 FD0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0852.degrees latitude (g = 980.6199 gals.).
 FD0852
 FD0852.The modeled gravity was interpolated from observed gravity values.
 FD0852
 FD0852;                    North         East    Units  Estimated Accuracy
 FD0852;SPC TN       -    87,400.      471,610.      MT  (+/- 180 meters Scaled)
 FD0852
 FD0852                          SUPERSEDED SURVEY CONTROL
 FD0852
 FD0852  NGVD 29 (??/??/92)  269.679  (m)          884.77   (f) ADJ UNCH    1 2
 FD0852
 FD0852.Superseded values are not recommended for survey control.
 FD0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0852.See file dsdata.txt to determine how the superseded data were derived.
 FD0852
 FD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD627856(NAD 83)
 FD0852_MARKER: DB = BENCH MARK DISK
 FD0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0852_STAMPING: D 10 1931
 FD0852_MARK LOGO: CGS   
 FD0852_PROJECTION: PROJECTING 15 CENTIMETERS
 FD0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0852+STABILITY: SURFACE MOTION
 FD0852
 FD0852  HISTORY     - Date     Condition        Report By
 FD0852  HISTORY     - 1931     MONUMENTED       CGS
 FD0852  HISTORY     - 1962     GOOD             NGS
 FD0852  HISTORY     - 1972     GOOD             TVA
 FD0852  HISTORY     - 1983     GOOD             NGS
 FD0852
 FD0852                          STATION DESCRIPTION
 FD0852
 FD0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0852'2.2 MI S FROM SPRINGERS.
 FD0852'2.2 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0852'SPRINGERS, LAWRENCE COUNTY, 5-1/2 RAILS SOUTH OF THE CROSSING
 FD0852'OF OLD STATE HIGHWAY 6, 35 FEET EAST OF THE CENTERLINE OF THE
 FD0852'HIGHWAY, 23 FEET WEST OF THE WEST RAIL AND 2 FEET SOUTH OF A STEEL
 FD0852'POST, AND SET IN THE TOP OF A CONCRETE POST.
 FD0852
 FD0852                          STATION RECOVERY (1972)
 FD0852
 FD0852'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0852'RECOVERED IN GOOD CONDITION.
 FD0852
 FD0852                          STATION RECOVERY (1983)
 FD0852
 FD0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0852'RECOVERED IN GOOD CONDITION.  NOTE, SOME OF THE DIRECTIONS IN THE
 FD0852'ORIGINAL DESCRIPTIONS ARE WRONG, BELOW ARE THE MEASUREMENTS WITH
 FD0852'ACCURATE DIRECTIONS, 11.6 METERS (38.0 FT) SOUTHEAST OF THE
 FD0852'APPROXIMATE CENTER OF A GRAVEL ROAD, 12.8 METERS (42.0 FT) NORTHWEST
 FD0852'OF THE NORTHWEST RAIL, 0.61 METERS (2.0 FT) SOUTH OF A TVA WITNESS
 FD0852'POST, AND 6.5 METERS (21.3 FT) SOUTHEAST OF A GUYED POWERLINE POLE.
 FD0852'THE MARK IS 0.31 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0879 ***********************************************************************
 GA0879  DESIGNATION -  D 100
 GA0879  PID         -  GA0879
 GA0879  STATE/COUNTY-  TN/GREENE
 GA0879  USGS QUAD   -  GREENEVILLE (1961)
 GA0879
 GA0879                         *CURRENT SURVEY CONTROL
 GA0879  ___________________________________________________________________
 GA0879* NAD 83(1986)-  36 14 48.     (N)    082 52 25.     (W)     SCALED    
 GA0879* NAVD 88     -       363.839  (meters)    1193.70   (feet)  ADJUSTED  
 GA0879  ___________________________________________________________________
 GA0879  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0879  DYNAMIC HT  -         363.500 (meters)    1192.58  (feet)  COMP
 GA0879  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA0879
 GA0879  VERT ORDER  -  SECOND    CLASS 0
 GA0879
 GA0879.The horizontal coordinates were scaled from a topographic map and have
 GA0879.an estimated accuracy of +/- 6 seconds.
 GA0879
 GA0879.The orthometric height was determined by differential leveling
 GA0879.and adjusted by the National Geodetic Survey in June 1991..
 GA0879
 GA0879.The geoid height was determined by GEOID03.
 GA0879
 GA0879.The dynamic height is computed by dividing the NAVD 88
 GA0879.geopotential number by the normal gravity value computed on the
 GA0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0879.degrees latitude (g = 980.6199 gals.).
 GA0879
 GA0879.The modeled gravity was interpolated from observed gravity values.
 GA0879
 GA0879;                    North         East    Units  Estimated Accuracy
 GA0879;SPC TN       -   216,770.      880,950.      MT  (+/- 180 meters Scaled)
 GA0879
 GA0879                          SUPERSEDED SURVEY CONTROL
 GA0879
 GA0879  NGVD 29 (??/??/92)  363.981  (m)         1194.16   (f) ADJ UNCH    2 0
 GA0879
 GA0879.Superseded values are not recommended for survey control.
 GA0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0879.See file dsdata.txt to determine how the superseded data were derived.
 GA0879
 GA0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA316129(NAD 83)
 GA0879_MARKER: DB = BENCH MARK DISK
 GA0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0879_STAMPING: D 100 1935
 GA0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0879+STABILITY: SURFACE MOTION
 GA0879
 GA0879  HISTORY     - Date     Condition        Report By
 GA0879  HISTORY     - 1935     MONUMENTED       CGS
 GA0879  HISTORY     - 1950     GOOD             TVA
 GA0879
 GA0879                          STATION DESCRIPTION
 GA0879
 GA0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0879'2 MI E FROM ALBANY.
 GA0879'2.0 MILES EAST ALONG THE LOCUST SPRING ROAD FROM THE INTERSECTION
 GA0879'OF STATE HIGHWAY 70 AT ALBANY, GREENE COUNTY, 90 YARDS NORTHWEST
 GA0879'OF THE NORTHWEST CORNER OF THE T.A. LADY RESIDENCE, AT THE
 GA0879'JUNCTION OF THE GREENEVILLE ROAD, 25 FEET WEST OF THE CENTERLINE
 GA0879'OF THE LOCUST SPRING ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE
 GA0879'GREENEVILLE ROAD, 2-1/2 FEET HIGHER THAN THE ROAD, AND 1.4
 GA0879'FEET NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0879'D 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0879
 GA0879                          STATION RECOVERY (1950)
 GA0879
 GA0879'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0466 ***********************************************************************
 GA0466  DESIGNATION -  D 101
 GA0466  PID         -  GA0466
 GA0466  STATE/COUNTY-  TN/CARTER
 GA0466  USGS QUAD   -  ELIZABETHTON (1968)
 GA0466
 GA0466                         *CURRENT SURVEY CONTROL
 GA0466  ___________________________________________________________________
 GA0466* NAD 83(1986)-  36 21 32.     (N)    082 14 09.     (W)     SCALED    
 GA0466* NAVD 88     -       456.567  (meters)    1497.92   (feet)  ADJUSTED  
 GA0466  ___________________________________________________________________
 GA0466  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0466  DYNAMIC HT  -         456.134 (meters)    1496.50  (feet)  COMP
 GA0466  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 GA0466
 GA0466  VERT ORDER  -  SECOND    CLASS 0
 GA0466
 GA0466.The horizontal coordinates were scaled from a topographic map and have
 GA0466.an estimated accuracy of +/- 6 seconds.
 GA0466
 GA0466.The orthometric height was determined by differential leveling
 GA0466.and adjusted by the National Geodetic Survey in June 1991..
 GA0466
 GA0466.The geoid height was determined by GEOID03.
 GA0466
 GA0466.The dynamic height is computed by dividing the NAVD 88
 GA0466.geopotential number by the normal gravity value computed on the
 GA0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0466.degrees latitude (g = 980.6199 gals.).
 GA0466
 GA0466.The modeled gravity was interpolated from observed gravity values.
 GA0466
 GA0466;                    North         East    Units  Estimated Accuracy
 GA0466;SPC TN       -   231,230.      937,760.      MT  (+/- 180 meters Scaled)
 GA0466
 GA0466                          SUPERSEDED SURVEY CONTROL
 GA0466
 GA0466  NGVD 29 (??/??/92)  456.714  (m)         1498.40   (f) ADJ UNCH    2 0
 GA0466
 GA0466.Superseded values are not recommended for survey control.
 GA0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0466.See file dsdata.txt to determine how the superseded data were derived.
 GA0466
 GA0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA891244(NAD 83)
 GA0466_MARKER: DB = BENCH MARK DISK
 GA0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0466_STAMPING: D 101 1935
 GA0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0466+STABILITY: SURFACE MOTION
 GA0466
 GA0466  HISTORY     - Date     Condition        Report By
 GA0466  HISTORY     - 1935     MONUMENTED       CGS
 GA0466  HISTORY     - 1959     GOOD             TVA
 GA0466
 GA0466                          STATION DESCRIPTION
 GA0466
 GA0466'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0466'1.6 MI NW FROM ELIZABETHTON.
 GA0466'1.6 MILES NORTHWEST ALONG THE WATAUGA HIGHWAY FROM THE SOUTHERN
 GA0466'RAILWAY STATION AT ELIZABETHTON, CARTER COUNTY, AT A ROAD
 GA0466'INTERSECTION, 34 FEET SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE
 GA0466'CULVERT, 41.8 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED HIGHWAY,
 GA0466'AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0466'D 101 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH
 GA0466'MARK IS IN BOTTOM OF 3 FOOT DITCH AND IN RIGHT BANK STANDING ABOUT
 GA0466'2 FEET ABOVE BOTTOM AND IS DIRECTLY WEST OF NORTH FACE OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1003 ***********************************************************************
 FZ1003  DESIGNATION -  D 103
 FZ1003  PID         -  FZ1003
 FZ1003  STATE/COUNTY-  TN/JOHNSON
 FZ1003  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ1003
 FZ1003                         *CURRENT SURVEY CONTROL
 FZ1003  ___________________________________________________________________
 FZ1003* NAD 83(1986)-  36 29 17.     (N)    081 49 20.     (W)     SCALED    
 FZ1003* NAVD 88     -       754.545  (meters)    2475.54   (feet)  ADJUSTED  
 FZ1003  ___________________________________________________________________
 FZ1003  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ1003  DYNAMIC HT  -         753.797 (meters)    2473.08  (feet)  COMP
 FZ1003  MODELED GRAV-     979,615.8   (mgal)                       NAVD 88
 FZ1003
 FZ1003  VERT ORDER  -  SECOND    CLASS 0
 FZ1003
 FZ1003.The horizontal coordinates were scaled from a topographic map and have
 FZ1003.an estimated accuracy of +/- 6 seconds.
 FZ1003
 FZ1003.The orthometric height was determined by differential leveling
 FZ1003.and adjusted by the National Geodetic Survey in June 1991..
 FZ1003
 FZ1003.The geoid height was determined by GEOID03.
 FZ1003
 FZ1003.The dynamic height is computed by dividing the NAVD 88
 FZ1003.geopotential number by the normal gravity value computed on the
 FZ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1003.degrees latitude (g = 980.6199 gals.).
 FZ1003
 FZ1003.The modeled gravity was interpolated from observed gravity values.
 FZ1003
 FZ1003;                    North         East    Units  Estimated Accuracy
 FZ1003;SPC TN       -   247,060.      974,240.      MT  (+/- 180 meters Scaled)
 FZ1003
 FZ1003                          SUPERSEDED SURVEY CONTROL
 FZ1003
 FZ1003  NGVD 29 (??/??/92)  754.607  (m)         2475.74   (f) ADJ UNCH    2 0
 FZ1003
 FZ1003.Superseded values are not recommended for survey control.
 FZ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1003.See file dsdata.txt to determine how the superseded data were derived.
 FZ1003
 FZ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA263383(NAD 83)
 FZ1003_MARKER: DB = BENCH MARK DISK
 FZ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1003_STAMPING: D 103 1935
 FZ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1003+STABILITY: SURFACE MOTION
 FZ1003
 FZ1003  HISTORY     - Date     Condition        Report By
 FZ1003  HISTORY     - 1935     MONUMENTED       CGS
 FZ1003
 FZ1003                          STATION DESCRIPTION
 FZ1003
 FZ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1003'1.9 MI NW FROM MOUNTAIN CITY.
 FZ1003'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE AT
 FZ1003'MOUNTAIN CITY, JOHNSON COUNTY, 0.4 MILE WEST OF THE GOOSE CREEK
 FZ1003'ROAD, 0.3 MILE EAST OF VALLEY VIEW CHURCH, AT THE A.C. SLEMP
 FZ1003'RESIDENCE, 33 YARDS EAST OF A PRIVATE DRIVEWAY LEADING TO THE
 FZ1003'HOUSE, 28.2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT A
 FZ1003'FENCE LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 FZ1003'D 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1017 ***********************************************************************
 FZ1017  DESIGNATION -  D 104
 FZ1017  PID         -  FZ1017
 FZ1017  STATE/COUNTY-  TN/JOHNSON
 FZ1017  USGS QUAD   -  ELK MILLS (1994)
 FZ1017
 FZ1017                         *CURRENT SURVEY CONTROL
 FZ1017  ___________________________________________________________________
 FZ1017* NAD 83(1986)-  36 21 03.     (N)    081 58 29.     (W)     SCALED    
 FZ1017* NAVD 88     -       573.601  (meters)    1881.89   (feet)  ADJUSTED  
 FZ1017  ___________________________________________________________________
 FZ1017  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 FZ1017  DYNAMIC HT  -         573.024 (meters)    1880.00  (feet)  COMP
 FZ1017  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 FZ1017
 FZ1017  VERT ORDER  -  SECOND    CLASS 0
 FZ1017
 FZ1017.The horizontal coordinates were scaled from a topographic map and have
 FZ1017.an estimated accuracy of +/- 6 seconds.
 FZ1017
 FZ1017.The orthometric height was determined by differential leveling
 FZ1017.and adjusted by the National Geodetic Survey in June 1991..
 FZ1017
 FZ1017.The geoid height was determined by GEOID03.
 FZ1017
 FZ1017.The dynamic height is computed by dividing the NAVD 88
 FZ1017.geopotential number by the normal gravity value computed on the
 FZ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1017.degrees latitude (g = 980.6199 gals.).
 FZ1017
 FZ1017.The modeled gravity was interpolated from observed gravity values.
 FZ1017
 FZ1017;                    North         East    Units  Estimated Accuracy
 FZ1017;SPC TN       -   231,270.      961,210.      MT  (+/- 180 meters Scaled)
 FZ1017
 FZ1017                          SUPERSEDED SURVEY CONTROL
 FZ1017
 FZ1017  NGVD 29 (??/??/92)  573.698  (m)         1882.21   (f) ADJ UNCH    2 0
 FZ1017
 FZ1017.Superseded values are not recommended for survey control.
 FZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1017.See file dsdata.txt to determine how the superseded data were derived.
 FZ1017
 FZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA125233(NAD 83)
 FZ1017_MARKER: DB = BENCH MARK DISK
 FZ1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1017_STAMPING: D 104 1935
 FZ1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1017+STABILITY: SURFACE MOTION
 FZ1017
 FZ1017  HISTORY     - Date     Condition        Report By
 FZ1017  HISTORY     - 1935     MONUMENTED       CGS
 FZ1017
 FZ1017                          STATION DESCRIPTION
 FZ1017
 FZ1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1017'1.8 MI NE FROM BUTLER.
 FZ1017'1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ1017'AT BUTLER, JOHNSON COUNTY, 0.2 MILE NORTHEAST OF THE FLAG STOP
 FZ1017'AT EASTMAN, 600 FEET NORTHEAST OF THE SIDING, 120 FEET NORTHEAST
 FZ1017'OF MILEPOST 112, ON THE JAMES K. STOUT PROPERTY, 325 FEET NORTHEAST
 FZ1017'OF A ONE-STORY STORE BUILDING, 275 FEET NORTH OF A FARMYARD GATE,
 FZ1017'200 FEET SOUTHEAST OF A BARN, 90 FEET EAST OF A STATION-ONE-MILE
 FZ1017'SIGN, 90 FEET WEST OF A TWO-STORY FARMHOUSE, NEAR POWERLINE POLE
 FZ1017'54, 20 FEET EAST OF A ROAD CROSSING, IN THE NORTHEAST CORNER
 FZ1017'OF THE BARNYARD NEAR THE GATE, AND 1 FOOT LOWER THAN THE TRACK.  A
 FZ1017'STANDARD DISK, STAMPED D 104 1935 AND SET IN THE TOP OF A CONCRETE
 FZ1017'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0451 ***********************************************************************
 GA0451  DESIGNATION -  D 105
 GA0451  PID         -  GA0451
 GA0451  STATE/COUNTY-  TN/CARTER
 GA0451  USGS QUAD   -  JOHNSON CITY (1968)
 GA0451
 GA0451                         *CURRENT SURVEY CONTROL
 GA0451  ___________________________________________________________________
 GA0451* NAD 83(1986)-  36 18 37.     (N)    082 17 40.     (W)     SCALED    
 GA0451* NAVD 88     -       487.926  (meters)    1600.80   (feet)  ADJUSTED  
 GA0451  ___________________________________________________________________
 GA0451  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0451  DYNAMIC HT  -         487.462 (meters)    1599.28  (feet)  COMP
 GA0451  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 GA0451
 GA0451  VERT ORDER  -  SECOND    CLASS 0
 GA0451
 GA0451.The horizontal coordinates were scaled from a topographic map and have
 GA0451.an estimated accuracy of +/- 6 seconds.
 GA0451
 GA0451.The orthometric height was determined by differential leveling
 GA0451.and adjusted by the National Geodetic Survey in June 1991..
 GA0451
 GA0451.The geoid height was determined by GEOID03.
 GA0451
 GA0451.The dynamic height is computed by dividing the NAVD 88
 GA0451.geopotential number by the normal gravity value computed on the
 GA0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0451.degrees latitude (g = 980.6199 gals.).
 GA0451
 GA0451.The modeled gravity was interpolated from observed gravity values.
 GA0451
 GA0451;                    North         East    Units  Estimated Accuracy
 GA0451;SPC TN       -   225,640.      932,710.      MT  (+/- 180 meters Scaled)
 GA0451
 GA0451                          SUPERSEDED SURVEY CONTROL
 GA0451
 GA0451  NGVD 29 (??/??/92)  488.071  (m)         1601.28   (f) ADJ UNCH    2 0
 GA0451
 GA0451.Superseded values are not recommended for survey control.
 GA0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0451.See file dsdata.txt to determine how the superseded data were derived.
 GA0451
 GA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA837191(NAD 83)
 GA0451_MARKER: DB = BENCH MARK DISK
 GA0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0451_STAMPING: D 105 1935
 GA0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0451+STABILITY: SURFACE MOTION
 GA0451
 GA0451  HISTORY     - Date     Condition        Report By
 GA0451  HISTORY     - 1935     MONUMENTED       CGS
 GA0451
 GA0451                          STATION DESCRIPTION
 GA0451
 GA0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0451'AT MILLIGAN STATION.
 GA0451'AT MILLIGAN STATION, CARTER COUNTY, ON THE EAST TENNESSEE AND
 GA0451'WESTERN NORTH CAROLINA RAILROAD, 235 YARDS NORTH OF THE
 GA0451'INTERSECTION OF STATE HIGHWAY 67 AND A ROAD LEADING TO THE OLD
 GA0451'STATION, 85 YARDS EAST OF THE INTERSECTION OF THE JOHNSON CITY
 GA0451'DIRT ROAD AND A ROAD LEADING TO THE STATION, 16 YARDS EAST OF A
 GA0451'ROAD CROSSING, 8 YARDS SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 GA0451'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 105 1935
 GA0451'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0827 ***********************************************************************
 GA0827  DESIGNATION -  D 106
 GA0827  PID         -  GA0827
 GA0827  STATE/COUNTY-  TN/GREENE
 GA0827  USGS QUAD   -  GREENEVILLE (1961)
 GA0827
 GA0827                         *CURRENT SURVEY CONTROL
 GA0827  ___________________________________________________________________
 GA0827* NAD 83(1986)-  36 12 17.     (N)    082 48 00.     (W)     SCALED    
 GA0827* NAVD 88     -       473.179  (meters)    1552.42   (feet)  ADJUSTED  
 GA0827  ___________________________________________________________________
 GA0827  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0827  DYNAMIC HT  -         472.732 (meters)    1550.95  (feet)  COMP
 GA0827  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 GA0827
 GA0827  VERT ORDER  -  SECOND    CLASS 0
 GA0827
 GA0827.The horizontal coordinates were scaled from a topographic map and have
 GA0827.an estimated accuracy of +/- 6 seconds.
 GA0827
 GA0827.The orthometric height was determined by differential leveling
 GA0827.and adjusted by the National Geodetic Survey in June 1991..
 GA0827
 GA0827.The geoid height was determined by GEOID03.
 GA0827
 GA0827.The dynamic height is computed by dividing the NAVD 88
 GA0827.geopotential number by the normal gravity value computed on the
 GA0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0827.degrees latitude (g = 980.6199 gals.).
 GA0827
 GA0827.The modeled gravity was interpolated from observed gravity values.
 GA0827
 GA0827;                    North         East    Units  Estimated Accuracy
 GA0827;SPC TN       -   212,340.      887,720.      MT  (+/- 180 meters Scaled)
 GA0827
 GA0827                          SUPERSEDED SURVEY CONTROL
 GA0827
 GA0827  NGVD 29 (??/??/92)  473.308  (m)         1552.84   (f) ADJ UNCH    2 0
 GA0827
 GA0827.Superseded values are not recommended for survey control.
 GA0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0827.See file dsdata.txt to determine how the superseded data were derived.
 GA0827
 GA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA381081(NAD 83)
 GA0827_MARKER: DB = BENCH MARK DISK
 GA0827_SETTING: 66 = SET IN ROCK OUTCROP
 GA0827_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA0827_STAMPING: D 106 1935
 GA0827_MARK LOGO: CGS   
 GA0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0827+STABILITY: POSITION/ELEVATION WELL
 GA0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0827+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1987
 GA0827
 GA0827  HISTORY     - Date     Condition        Report By
 GA0827  HISTORY     - 1935     MONUMENTED       CGS
 GA0827  HISTORY     - 1955     GOOD             TVA
 GA0827  HISTORY     - 19870521 GOOD             TNDT
 GA0827
 GA0827                          STATION DESCRIPTION
 GA0827
 GA0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0827'3.7 MI NE FROM GREENEVILLE.
 GA0827'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 93 FROM THE SOUTHERN
 GA0827'RAILWAY STATION AT GREENEVILLE, GREENE COUNTY, 100 YARDS NORTH
 GA0827'OF THE W.K. ROSS STORE, AT THE BEN DICKSON RESIDENCE, 14 YARDS
 GA0827'WEST OF THE CENTERLINE OF THE HIGHWAY, 13 YARDS NORTHEAST OF
 GA0827'THE NORTHEAST CORNER OF THE HOUSE, 4 FEET SOUTHWEST OF A WIRE
 GA0827'FENCE LINE, IN THE TOP OF A ROCK OUTCROP, AND 3 FEET LOWER THAN
 GA0827'THE HIGHWAY, 6 FEET SOUTHEAST OF STEEL WITNESS POST, 7 1/2
 GA0827'FEET NORTHWEST OF NAIL IN BOTTLE CAP IN POWER LINE POLE.  A
 GA0827'STANDARD DISK, STAMPED D 106 1935.
 GA0827
 GA0827                          STATION RECOVERY (1955)
 GA0827
 GA0827'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0827'RECOVERED IN GOOD CONDITION.
 GA0827
 GA0827                          STATION RECOVERY (1987)
 GA0827
 GA0827'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GA0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0894 ***********************************************************************
 GA0894  DESIGNATION -  D 107 RESET
 GA0894  PID         -  GA0894
 GA0894  STATE/COUNTY-  TN/GREENE
 GA0894  USGS QUAD   -  BAILEYTON (1971)
 GA0894
 GA0894                         *CURRENT SURVEY CONTROL
 GA0894  ___________________________________________________________________
 GA0894* NAD 83(1986)-  36 20 46.     (N)    082 50 35.     (W)     SCALED    
 GA0894* NAVD 88     -       374.30   (meters)    1228.0    (feet)  RESET     
 GA0894  ___________________________________________________________________
 GA0894  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0894
 GA0894  VERT ORDER  -  THIRD
 GA0894
 GA0894.The horizontal coordinates were scaled from a topographic map and have
 GA0894.an estimated accuracy of +/- 6 seconds.
 GA0894
 GA0894.The orthometric height was computed from unverified reset data.
 GA0894
 GA0894.The geoid height was determined by GEOID03.
 GA0894
 GA0894;                    North         East    Units  Estimated Accuracy
 GA0894;SPC TN       -   227,890.      883,340.      MT  (+/- 180 meters Scaled)
 GA0894
 GA0894                          SUPERSEDED SURVEY CONTROL
 GA0894
 GA0894.No superseded survey control is available for this station.
 GA0894
 GA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA346239(NAD 83)
 GA0894_MARKER: DB = BENCH MARK DISK
 GA0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0894_STAMPING: D 107 RESET 1972
 GA0894_MARK LOGO: NGS   
 GA0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0894+STABILITY: SURFACE MOTION
 GA0894
 GA0894  HISTORY     - Date     Condition        Report By
 GA0894  HISTORY     - 1972     MONUMENTED       NGS
 GA0894
 GA0894                          STATION DESCRIPTION
 GA0894
 GA0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA0894'1.2 MI N FROM BAILEYTON.
 GA0894'TO REACH THE STATION FROM THE BAILEYTON PUBLIC SCHOOL IN BAILEYTON,
 GA0894'GO EAST ON COUNTY ROUTE FAP 2371 FOR 0.1 OF A MILE TO A CAUTION
 GA0894'LIGHT AT THE INTERSECTION OF COUNTY ROUTE 2492 (VAN HILL ROAD).
 GA0894'HERE TURN LEFT AND GO NORTH-NORTHWESTERLY ON COUNTY ROUTE 2492
 GA0894'FOR 0.3 OF A MILE TO THE END OF THE OILED SURFACE, CONTINUE
 GA0894'NORTH-NORTHWESTERLY AND NORTHERLY ON GRAVELED COUNTY ROUTE 2492
 GA0894'FOR 0.75 OF A MILE ALONG THE WEST SIDE OF GARDNER CREEK TO THE
 GA0894'MARK ON THE LEFT AS DESCRIBED.  IT IS 152 FEET SOUTH OF POWERLINE
 GA0894'POLE 31, 65 FEET EAST-NORTHEAST OF GUYED POWERLINE POLE 30, 49
 GA0894'FEET WEST OF THE APPROXIMATE CENTER OF NEW COUNTY ROUTE 2492
 GA0894'(VAN HILL ROAD), 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND 1.0
 GA0894'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GA0894'DISK SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE MONUMENT THAT
 GA0894'PROJECTS 5 INCHES AND THE DISK IS STAMPED D 107 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0952 ***********************************************************************
 GA0952  DESIGNATION -  D 108
 GA0952  PID         -  GA0952
 GA0952  STATE/COUNTY-  TN/WASHINGTON
 GA0952  USGS QUAD   -  TELFORD (1971)
 GA0952
 GA0952                         *CURRENT SURVEY CONTROL
 GA0952  ___________________________________________________________________
 GA0952* NAD 83(1986)-  36 14 30.     (N)    082 36 54.     (W)     SCALED    
 GA0952* NAVD 88     -       422.731  (meters)    1386.91   (feet)  ADJUSTED  
 GA0952  ___________________________________________________________________
 GA0952  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0952  DYNAMIC HT  -         422.327 (meters)    1385.58  (feet)  COMP
 GA0952  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GA0952
 GA0952  VERT ORDER  -  SECOND    CLASS 0
 GA0952
 GA0952.The horizontal coordinates were scaled from a topographic map and have
 GA0952.an estimated accuracy of +/- 6 seconds.
 GA0952
 GA0952.The orthometric height was determined by differential leveling
 GA0952.and adjusted by the National Geodetic Survey in June 1991..
 GA0952
 GA0952.The geoid height was determined by GEOID03.
 GA0952
 GA0952.The dynamic height is computed by dividing the NAVD 88
 GA0952.geopotential number by the normal gravity value computed on the
 GA0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0952.degrees latitude (g = 980.6199 gals.).
 GA0952
 GA0952.The modeled gravity was interpolated from observed gravity values.
 GA0952
 GA0952;                    North         East    Units  Estimated Accuracy
 GA0952;SPC TN       -   216,990.      904,200.      MT  (+/- 180 meters Scaled)
 GA0952
 GA0952                          SUPERSEDED SURVEY CONTROL
 GA0952
 GA0952  NGVD 29 (??/??/92)  422.873  (m)         1387.38   (f) ADJ UNCH    2 0
 GA0952
 GA0952.Superseded values are not recommended for survey control.
 GA0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0952.See file dsdata.txt to determine how the superseded data were derived.
 GA0952
 GA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA548119(NAD 83)
 GA0952_MARKER: DB = BENCH MARK DISK
 GA0952_SETTING: 66 = SET IN ROCK OUTCROP
 GA0952_SP_SET: ROCK OUTCROP
 GA0952_STAMPING: D 108 1935
 GA0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0952+STABILITY: POSITION/ELEVATION WELL
 GA0952
 GA0952  HISTORY     - Date     Condition        Report By
 GA0952  HISTORY     - 1935     MONUMENTED       CGS
 GA0952  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0952
 GA0952                          STATION DESCRIPTION
 GA0952
 GA0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0952'1.4 MI NE FROM LIMESTONE.
 GA0952'1.4 MILES NORTHEAST ALONG COUNTY HIGHWAY 504 FROM THE POST OFFICE
 GA0952'AT LIMESTONE, WASHINGTON COUNTY, 35 YARDS NORTHWEST OF A BRICK
 GA0952'RESIDENCE, 29 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA0952'38 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BRIDGE, IN
 GA0952'THE TOP OF A ROCK OUTCROP, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 GA0952'A STANDARD DISK, STAMPED D 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1779 ***********************************************************************
 FB1779  DESIGNATION -  D 11
 FB1779  PID         -  FB1779
 FB1779  STATE/COUNTY-  TN/BLOUNT
 FB1779  USGS QUAD   -  CALDERWOOD (1964)
 FB1779
 FB1779                         *CURRENT SURVEY CONTROL
 FB1779  ___________________________________________________________________
 FB1779* NAD 83(1986)-  35 30 28.     (N)    083 59 42.     (W)     SCALED    
 FB1779* NAVD 88     -       270.397  (meters)     887.13   (feet)  ADJUSTED  
 FB1779  ___________________________________________________________________
 FB1779  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 FB1779  DYNAMIC HT  -         270.133 (meters)     886.26  (feet)  COMP
 FB1779  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FB1779
 FB1779  VERT ORDER  -  FIRST     CLASS II
 FB1779
 FB1779.The horizontal coordinates were scaled from a topographic map and have
 FB1779.an estimated accuracy of +/- 6 seconds.
 FB1779
 FB1779.The orthometric height was determined by differential leveling
 FB1779.and adjusted by the National Geodetic Survey in June 1991..
 FB1779
 FB1779.The geoid height was determined by GEOID03.
 FB1779
 FB1779.The dynamic height is computed by dividing the NAVD 88
 FB1779.geopotential number by the normal gravity value computed on the
 FB1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1779.degrees latitude (g = 980.6199 gals.).
 FB1779
 FB1779.The modeled gravity was interpolated from observed gravity values.
 FB1779
 FB1779;                    North         East    Units  Estimated Accuracy
 FB1779;SPC TN       -   132,170.      781,880.      MT  (+/- 180 meters Scaled)
 FB1779
 FB1779                          SUPERSEDED SURVEY CONTROL
 FB1779
 FB1779  NGVD 29 (??/??/92)  270.508  (m)          887.49   (f) ADJ UNCH    1 2
 FB1779
 FB1779.Superseded values are not recommended for survey control.
 FB1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1779.See file dsdata.txt to determine how the superseded data were derived.
 FB1779
 FB1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV283334(NAD 83)
 FB1779_MARKER: DB = BENCH MARK DISK
 FB1779_SETTING: 80 = SET IN A BOULDER
 FB1779_SP_SET: BOULDER
 FB1779_STAMPING: 887.682 D 11 1932
 FB1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1779+STABILITY: SURFACE MOTION
 FB1779
 FB1779  HISTORY     - Date     Condition        Report By
 FB1779  HISTORY     - 1932     MONUMENTED       CGS
 FB1779  HISTORY     - 1943     GOOD             NGS
 FB1779
 FB1779                          STATION DESCRIPTION
 FB1779
 FB1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FB1779'AT CALDERWOOD.
 FB1779'AT CALDERWOOD, ON THE MAIN ROAD, ABOUT 1700 FEET NORTHWEST OF THE
 FB1779'ALUMINUM CO. OF AMERICA, CALDERWOOD SERVICE BUILDING, ABOUT 335
 FB1779'FEET NORTHWEST OF THE CENTERLINE OF A CONCRETE CULVERT UNDER THE
 FB1779'MAIN ROAD, 71 FEET SOUTHEAST OF A FIRE PLUG, 17 FEET NORTHEAST
 FB1779'OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A LARGE GRANITE
 FB1779'BOULDER, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1195 ***********************************************************************
 FZ1195  DESIGNATION -  D 110
 FZ1195  PID         -  FZ1195
 FZ1195  STATE/COUNTY-  TN/JOHNSON
 FZ1195  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1195
 FZ1195                         *CURRENT SURVEY CONTROL
 FZ1195  ___________________________________________________________________
 FZ1195* NAD 83(1986)-  36 34 27.     (N)    081 54 55.     (W)     SCALED    
 FZ1195* NAVD 88     -      1113.31   (+/-2cm)    3652.6    (feet)  VERTCON   
 FZ1195  ___________________________________________________________________
 FZ1195  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1195
 FZ1195  VERT ORDER  -  ? (See Below)
 FZ1195
 FZ1195.The horizontal coordinates were scaled from a topographic map and have
 FZ1195.an estimated accuracy of +/- 6 seconds.
 FZ1195
 FZ1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1195.The vertical order pertains to the NGVD 29 superseded value.
 FZ1195
 FZ1195.The geoid height was determined by GEOID03.
 FZ1195
 FZ1195;                    North         East    Units  Estimated Accuracy
 FZ1195;SPC TN       -   256,260.      965,510.      MT  (+/- 180 meters Scaled)
 FZ1195
 FZ1195                          SUPERSEDED SURVEY CONTROL
 FZ1195
 FZ1195  NGVD 29 (??/??/92) 1113.402  (m)         3652.89   (f) ADJ UNCH    ?  
 FZ1195
 FZ1195.Superseded values are not recommended for survey control.
 FZ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1195.See file dsdata.txt to determine how the superseded data were derived.
 FZ1195
 FZ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA181480(NAD 83)
 FZ1195_MARKER: DB = BENCH MARK DISK
 FZ1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1195_STAMPING: D 110 1935
 FZ1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1195+STABILITY: SURFACE MOTION
 FZ1195
 FZ1195  HISTORY     - Date     Condition        Report By
 FZ1195  HISTORY     - 1935     MONUMENTED       CGS
 FZ1195  HISTORY     - 1937     GOOD             TVA
 FZ1195
 FZ1195                          STATION DESCRIPTION
 FZ1195
 FZ1195'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1195'3 MI NW FROM CRANDULL.
 FZ1195'3 MILES NORTHWEST ALONG THE OFFSET SCHOOL ROAD FROM CRANDULL,
 FZ1195'JOHNSON COUNTY, AT THE JOHNSON-SULLIVAN COUNTY LINE, IN THE
 FZ1195'CHEROKEE NATIONAL FOREST, AT THE INTERSECTION OF THE APPALACHIAN
 FZ1195'TRAIL, 20 FEET NORTHWEST OF THE INTERSECTION, 120 FEET NORTH OF
 FZ1195'A 20-INCH HICKORY TREE, 49.3 FEET NORTHWEST OF A 14-INCH FORKED
 FZ1195'MAPLE TREE, 51.4 FEET WEST OF A 44-INCH CHESTNUT OAK TREE, WEST
 FZ1195'OF THE ROAD, AND NEAR TWIN 10-INCH POPLAR TREES.  A STANDARD DISK,
 FZ1195'STAMPED D 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0437 ***********************************************************************
 GA0437  DESIGNATION -  D 111
 GA0437  PID         -  GA0437
 GA0437  STATE/COUNTY-  TN/JOHNSON
 GA0437  USGS QUAD   -  WATAUGA DAM (1960)
 GA0437
 GA0437                         *CURRENT SURVEY CONTROL
 GA0437  ___________________________________________________________________
 GA0437* NAD 83(1986)-  36 20 06.     (N)    082 00 09.     (W)     SCALED    
 GA0437* NAVD 88     -       562.310  (meters)    1844.85   (feet)  ADJUSTED  
 GA0437  ___________________________________________________________________
 GA0437  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0437  DYNAMIC HT  -         561.742 (meters)    1842.98  (feet)  COMP
 GA0437  MODELED GRAV-     979,604.8   (mgal)                       NAVD 88
 GA0437
 GA0437  VERT ORDER  -  SECOND    CLASS 0
 GA0437
 GA0437.The horizontal coordinates were scaled from a topographic map and have
 GA0437.an estimated accuracy of +/- 6 seconds.
 GA0437
 GA0437.The orthometric height was determined by differential leveling
 GA0437.and adjusted by the National Geodetic Survey in June 1991..
 GA0437
 GA0437.The geoid height was determined by GEOID03.
 GA0437
 GA0437.The dynamic height is computed by dividing the NAVD 88
 GA0437.geopotential number by the normal gravity value computed on the
 GA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0437.degrees latitude (g = 980.6199 gals.).
 GA0437
 GA0437.The modeled gravity was interpolated from observed gravity values.
 GA0437
 GA0437;                    North         East    Units  Estimated Accuracy
 GA0437;SPC TN       -   229,420.      958,790.      MT  (+/- 180 meters Scaled)
 GA0437
 GA0437                          SUPERSEDED SURVEY CONTROL
 GA0437
 GA0437  NGVD 29 (??/??/92)  562.410  (m)         1845.17   (f) ADJ UNCH    2 0
 GA0437
 GA0437.Superseded values are not recommended for survey control.
 GA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0437.See file dsdata.txt to determine how the superseded data were derived.
 GA0437
 GA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA100215(NAD 83)
 GA0437_MARKER: DB = BENCH MARK DISK
 GA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0437_STAMPING: D 111 1935
 GA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0437+STABILITY: SURFACE MOTION
 GA0437
 GA0437  HISTORY     - Date     Condition        Report By
 GA0437  HISTORY     - 1935     MONUMENTED       CGS
 GA0437
 GA0437                          STATION DESCRIPTION
 GA0437
 GA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0437'AT BUTLER.
 GA0437'AT BUTLER, JOHNSON COUNTY, AT THE SOUTHERN RAILWAY STATION,
 GA0437'AT THE SPRING STREET CROSSING, BETWEEN THE TRACKS AND TADPOLE
 GA0437'AVENUE, 140 FEET EAST OF A BRICK SERVICE STATION, 90 FEET
 GA0437'NORTHEAST OF ANOTHER SERVICE STATION, 30 FEET NORTH OF THE
 GA0437'STREET CROSSING, 29.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 GA0437'OF THE STATION, 30 FEET WEST OF THE MAIN ENTRANCE, NEAR A
 GA0437'JUNCTION POLE, AND 12 FEET NORTHWEST OF THE NORTHWEST RAIL.
 GA0437'A STANDARD DISK, STAMPED D 111 1935 AND SET IN THE TOP OF A
 GA0437'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0454 ***********************************************************************
 GA0454  DESIGNATION -  D 112
 GA0454  PID         -  GA0454
 GA0454  STATE/COUNTY-  TN/CARTER
 GA0454  USGS QUAD   -  JOHNSON CITY (1968)
 GA0454
 GA0454                         *CURRENT SURVEY CONTROL
 GA0454  ___________________________________________________________________
 GA0454* NAD 83(1986)-  36 17 51.     (N)    082 17 05.     (W)     SCALED    
 GA0454* NAVD 88     -       490.092  (meters)    1607.91   (feet)  ADJUSTED  
 GA0454  ___________________________________________________________________
 GA0454  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0454  DYNAMIC HT  -         489.623 (meters)    1606.37  (feet)  COMP
 GA0454  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 GA0454
 GA0454  VERT ORDER  -  SECOND    CLASS 0
 GA0454
 GA0454.The horizontal coordinates were scaled from a topographic map and have
 GA0454.an estimated accuracy of +/- 6 seconds.
 GA0454
 GA0454.The orthometric height was determined by differential leveling
 GA0454.and adjusted by the National Geodetic Survey in June 1991..
 GA0454
 GA0454.The geoid height was determined by GEOID03.
 GA0454
 GA0454.The dynamic height is computed by dividing the NAVD 88
 GA0454.geopotential number by the normal gravity value computed on the
 GA0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0454.degrees latitude (g = 980.6199 gals.).
 GA0454
 GA0454.The modeled gravity was interpolated from observed gravity values.
 GA0454
 GA0454;                    North         East    Units  Estimated Accuracy
 GA0454;SPC TN       -   224,260.      933,630.      MT  (+/- 180 meters Scaled)
 GA0454
 GA0454                          SUPERSEDED SURVEY CONTROL
 GA0454
 GA0454  NGVD 29 (??/??/92)  490.235  (m)         1608.38   (f) ADJ UNCH    2 0
 GA0454
 GA0454.Superseded values are not recommended for survey control.
 GA0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0454.See file dsdata.txt to determine how the superseded data were derived.
 GA0454
 GA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA846177(NAD 83)
 GA0454_MARKER: DB = BENCH MARK DISK
 GA0454_SETTING: 66 = SET IN ROCK OUTCROP
 GA0454_SP_SET: SET IN ROCK OUTCROP
 GA0454_STAMPING: D 112 1935
 GA0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0454+STABILITY: POSITION/ELEVATION WELL
 GA0454
 GA0454  HISTORY     - Date     Condition        Report By
 GA0454  HISTORY     - 1935     MONUMENTED       CGS
 GA0454
 GA0454                          STATION DESCRIPTION
 GA0454
 GA0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0454'0.9 MI SE FROM MILLIGAN COLLEGE.
 GA0454'0.9 MILE SOUTHEAST ALONG THE OAK GROVE ROAD FROM THE COLLEGE AT
 GA0454'MILLIGAN COLLEGE, CARTER COUNTY, 30 YARDS NORTH OF A FORD ACROSS
 GA0454'TOLL BRANCH, AT THE T.H. VERRAN RESIDENCE, 11 YARDS NORTHWEST
 GA0454'OF THE CENTERLINE OF THE ROAD, 58 YARDS NORTHWEST OF THE HOUSE,
 GA0454'27 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 7 YARDS
 GA0454'NORTHWEST OF A FENCE LINE, IN THE TOP OF A ROCK OUTCROP, AND 1
 GA0454'FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED D 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0969 ***********************************************************************
 GA0969  DESIGNATION -  D 113
 GA0969  PID         -  GA0969
 GA0969  STATE/COUNTY-  TN/WASHINGTON
 GA0969  USGS QUAD   -  TELFORD (1971)
 GA0969
 GA0969                         *CURRENT SURVEY CONTROL
 GA0969  ___________________________________________________________________
 GA0969* NAD 83(1986)-  36 13 07.     (N)    082 34 16.     (W)     SCALED    
 GA0969* NAVD 88     -       482.008  (meters)    1581.39   (feet)  POSTED    
 GA0969  ___________________________________________________________________
 GA0969  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0969  DYNAMIC HT  -         481.550 (meters)    1579.89  (feet)  COMP
 GA0969  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 GA0969
 GA0969  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0969
 GA0969.The horizontal coordinates were scaled from a topographic map and have
 GA0969.an estimated accuracy of +/- 6 seconds.
 GA0969
 GA0969.The orthometric height was determined by differential leveling
 GA0969.and adjusted by the National Geodetic Survey in 1992..
 GA0969.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0969.rate of 0.0 thru 1.0 mm/km.
 GA0969
 GA0969.The geoid height was determined by GEOID03.
 GA0969
 GA0969.The dynamic height is computed by dividing the NAVD 88
 GA0969.geopotential number by the normal gravity value computed on the
 GA0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0969.degrees latitude (g = 980.6199 gals.).
 GA0969
 GA0969.The modeled gravity was interpolated from observed gravity values.
 GA0969
 GA0969;                    North         East    Units  Estimated Accuracy
 GA0969;SPC TN       -   214,570.      908,230.      MT  (+/- 180 meters Scaled)
 GA0969
 GA0969                          SUPERSEDED SURVEY CONTROL
 GA0969
 GA0969  NGVD 29 (??/??/92)  482.153  (m)         1581.86   (f) ADJ UNCH    2 0
 GA0969
 GA0969.Superseded values are not recommended for survey control.
 GA0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0969.See file dsdata.txt to determine how the superseded data were derived.
 GA0969
 GA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA587093(NAD 83)
 GA0969_MARKER: DB = BENCH MARK DISK
 GA0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0969_STAMPING: D 113 1935
 GA0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0969+STABILITY: SURFACE MOTION
 GA0969
 GA0969  HISTORY     - Date     Condition        Report By
 GA0969  HISTORY     - 1935     MONUMENTED       CGS
 GA0969  HISTORY     - 1955     GOOD             NGS
 GA0969
 GA0969                          STATION DESCRIPTION
 GA0969
 GA0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0969'3 MI SW FROM TELFORD.
 GA0969'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0969'AT TELFORD, WASHINGTON COUNTY, THENCE 0.3 MILE SOUTH ALONG A
 GA0969'COUNTY ROAD LEADING TO WASHINGTON COLLEGE, AT WASHINGTON COLLEGE,
 GA0969'AT THE SOUTHEAST CORNER OF THE CAMPUS, 30 YARDS SOUTHEAST OF THE
 GA0969'BOYS DORMITORY, 20 FEET NORTHWEST OF THE CENTERLINE OF A PRIVATE
 GA0969'DRIVEWAY, 11.5 FEET WEST OF THE CENTERLINE OF A WALK, AND LEVEL
 GA0969'WITH THE ROAD.  A STANDARD DISK, STAMPED D 113 1935 AND SET IN
 GA0969'THE TOP OF A CONCRETE POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1915 ***********************************************************************
 GA1915  DESIGNATION -  D 114
 GA1915  PID         -  GA1915
 GA1915  STATE/COUNTY-  TN/GREENE
 GA1915  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1915
 GA1915                         *CURRENT SURVEY CONTROL
 GA1915  ___________________________________________________________________
 GA1915* NAD 83(1986)-  36 06 18.     (N)    083 03 24.     (W)     SCALED    
 GA1915* NAVD 88     -       343.470  (meters)    1126.87   (feet)  ADJUSTED  
 GA1915  ___________________________________________________________________
 GA1915  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA1915  DYNAMIC HT  -         343.148 (meters)    1125.81  (feet)  COMP
 GA1915  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 GA1915
 GA1915  VERT ORDER  -  SECOND    CLASS 0
 GA1915
 GA1915.The horizontal coordinates were scaled from a topographic map and have
 GA1915.an estimated accuracy of +/- 6 seconds.
 GA1915
 GA1915.The orthometric height was determined by differential leveling
 GA1915.and adjusted by the National Geodetic Survey in June 1991..
 GA1915
 GA1915.The geoid height was determined by GEOID03.
 GA1915
 GA1915.The dynamic height is computed by dividing the NAVD 88
 GA1915.geopotential number by the normal gravity value computed on the
 GA1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1915.degrees latitude (g = 980.6199 gals.).
 GA1915
 GA1915.The modeled gravity was interpolated from observed gravity values.
 GA1915
 GA1915;                    North         East    Units  Estimated Accuracy
 GA1915;SPC TN       -   200,550.      864,980.      MT  (+/- 180 meters Scaled)
 GA1915
 GA1915                          SUPERSEDED SURVEY CONTROL
 GA1915
 GA1915  NGVD 29 (??/??/92)  343.624  (m)         1127.37   (f) ADJ UNCH    2 0
 GA1915
 GA1915.Superseded values are not recommended for survey control.
 GA1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1915.See file dsdata.txt to determine how the superseded data were derived.
 GA1915
 GA1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV148975(NAD 83)
 GA1915_MARKER: DB = BENCH MARK DISK
 GA1915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1915_SP_SET: BUILDING
 GA1915_STAMPING: D 114 1935
 GA1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1915
 GA1915  HISTORY     - Date     Condition        Report By
 GA1915  HISTORY     - 1935     MONUMENTED       CGS
 GA1915  HISTORY     - 1950     GOOD             NGS
 GA1915
 GA1915                          STATION DESCRIPTION
 GA1915
 GA1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA1915'3.1 MI SE FROM WARRENSBURG.
 GA1915'3.1 MILES SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1915'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, AT THE BEWLEY CHAPEL
 GA1915'OF THE METHODIST CHURCH, 24 YARDS NORTHEAST OF THE CENTERLINE
 GA1915'OF THE HIGHWAY, 5 FEET SOUTHEAST OF THE CENTERLINE OF THE FRONT
 GA1915'ENTRANCE, IN THE TOP OF THE CONCRETE LANDING, 6 INCHES SOUTHWEST
 GA1915'OF THE FRONT FACE OF THE BOTTOM STEP AND 6 INCHES NORTHWEST OF
 GA1915'THE RAILING.  A STANDARD DISK, STAMPED D 114 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0684 ***********************************************************************
 GA0684  DESIGNATION -  D 115
 GA0684  PID         -  GA0684
 GA0684  STATE/COUNTY-  TN/GREENE
 GA0684  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0684
 GA0684                         *CURRENT SURVEY CONTROL
 GA0684  ___________________________________________________________________
 GA0684* NAD 83(1986)-  36 04 54.     (N)    082 48 52.     (W)     SCALED    
 GA0684* NAVD 88     -       412.914  (meters)    1354.70   (feet)  ADJUSTED  
 GA0684  ___________________________________________________________________
 GA0684  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0684  DYNAMIC HT  -         412.518 (meters)    1353.40  (feet)  COMP
 GA0684  MODELED GRAV-     979,661.7   (mgal)                       NAVD 88
 GA0684
 GA0684  VERT ORDER  -  SECOND    CLASS 0
 GA0684
 GA0684.The horizontal coordinates were scaled from a topographic map and have
 GA0684.an estimated accuracy of +/- 6 seconds.
 GA0684
 GA0684.The orthometric height was determined by differential leveling
 GA0684.and adjusted by the National Geodetic Survey in June 1991..
 GA0684
 GA0684.The geoid height was determined by GEOID03.
 GA0684
 GA0684.The dynamic height is computed by dividing the NAVD 88
 GA0684.geopotential number by the normal gravity value computed on the
 GA0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0684.degrees latitude (g = 980.6199 gals.).
 GA0684
 GA0684.The modeled gravity was interpolated from observed gravity values.
 GA0684
 GA0684;                    North         East    Units  Estimated Accuracy
 GA0684;SPC TN       -   198,650.      886,860.      MT  (+/- 180 meters Scaled)
 GA0684
 GA0684                          SUPERSEDED SURVEY CONTROL
 GA0684
 GA0684  NGVD 29 (??/??/92)  413.034  (m)         1355.10   (f) ADJ UNCH    2 0
 GA0684
 GA0684.Superseded values are not recommended for survey control.
 GA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0684.See file dsdata.txt to determine how the superseded data were derived.
 GA0684
 GA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV366945(NAD 83)
 GA0684_MARKER: DB = BENCH MARK DISK
 GA0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0684_STAMPING: D 115 1935
 GA0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0684+STABILITY: SURFACE MOTION
 GA0684
 GA0684  HISTORY     - Date     Condition        Report By
 GA0684  HISTORY     - 1935     MONUMENTED       CGS
 GA0684  HISTORY     - 1950     GOOD             TVA
 GA0684
 GA0684                          STATION DESCRIPTION
 GA0684
 GA0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0684'4.1 MI SW FROM JONES BRIDGE.
 GA0684'1.0 MILE SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0684'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE 3.1
 GA0684'MILES SOUTHWEST ALONG THE OLD JONESBORO HIGHWAY, 0.4 MILE WEST
 GA0684'OF THE JUNCTION OF A ROAD LEADING NORTHWEST TO BIRD BRIDGE, ON
 GA0684'THE PROPERTY OF JOHN S. BROYLES, 38 YARDS EAST OF THE WHITE HOUSE,
 GA0684'47.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RED GARAGE,
 GA0684'25.5 FEET EAST OF THE CENTERLINE OF THE DRIVE LEADING TO THE
 GA0684'GARAGE, 19.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.4
 GA0684'FEET SOUTHEAST OF THE EAST END POST OF A GATE, AND 2 FEET HIGHER
 GA0684'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 115 1935 AND SET
 GA0684'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GA0684
 GA0684                          STATION RECOVERY (1950)
 GA0684
 GA0684'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0695 ***********************************************************************
 GA0695  DESIGNATION -  D 117
 GA0695  PID         -  GA0695
 GA0695  STATE/COUNTY-  TN/GREENE
 GA0695  USGS QUAD   -  CHUCKEY (1971)
 GA0695
 GA0695                         *CURRENT SURVEY CONTROL
 GA0695  ___________________________________________________________________
 GA0695* NAD 83(1986)-  36 07 56.     (N)    082 40 13.     (W)     SCALED    
 GA0695* NAVD 88     -       478.078  (meters)    1568.49   (feet)  ADJUSTED  
 GA0695  ___________________________________________________________________
 GA0695  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA0695  DYNAMIC HT  -         477.616 (meters)    1566.98  (feet)  COMP
 GA0695  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 GA0695
 GA0695  VERT ORDER  -  SECOND    CLASS 0
 GA0695
 GA0695.The horizontal coordinates were scaled from a topographic map and have
 GA0695.an estimated accuracy of +/- 6 seconds.
 GA0695
 GA0695.The orthometric height was determined by differential leveling
 GA0695.and adjusted by the National Geodetic Survey in June 1991..
 GA0695
 GA0695.The geoid height was determined by GEOID03.
 GA0695
 GA0695.The dynamic height is computed by dividing the NAVD 88
 GA0695.geopotential number by the normal gravity value computed on the
 GA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0695.degrees latitude (g = 980.6199 gals.).
 GA0695
 GA0695.The modeled gravity was interpolated from observed gravity values.
 GA0695
 GA0695;                    North         East    Units  Estimated Accuracy
 GA0695;SPC TN       -   204,680.      899,650.      MT  (+/- 180 meters Scaled)
 GA0695
 GA0695                          SUPERSEDED SURVEY CONTROL
 GA0695
 GA0695  NGVD 29 (??/??/92)  478.205  (m)         1568.91   (f) ADJ UNCH    2 0
 GA0695
 GA0695.Superseded values are not recommended for survey control.
 GA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0695.See file dsdata.txt to determine how the superseded data were derived.
 GA0695
 GA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV497999(NAD 83)
 GA0695_MARKER: DB = BENCH MARK DISK
 GA0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0695_STAMPING: D 117 1935
 GA0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0695+STABILITY: SURFACE MOTION
 GA0695
 GA0695  HISTORY     - Date     Condition        Report By
 GA0695  HISTORY     - 1935     MONUMENTED       CGS
 GA0695  HISTORY     - 1955     GOOD             NGS
 GA0695
 GA0695                          STATION DESCRIPTION
 GA0695
 GA0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0695'1.6 MI W FROM PLEASANT HILL.
 GA0695'1.6 MILES WEST ALONG A PAVED ROAD FROM THE ROAD INTERSECTION AT
 GA0695'PLEASANT HILL, GREENE COUNTY, 0.5 MILE NORTHEAST OF THE GREEN
 GA0695'RIDGE CHURCH, AT THE JUNCTION OF A ROAD LEADING WEST, 35 YARDS
 GA0695'SOUTHEAST OF THE CENTER OF THE JUNCTION, 34 YARDS EAST OF A GRIST
 GA0695'MILL, AT THE J.S. PRATHER RESIDENCE, 32 FEET NORTHEAST OF THE
 GA0695'NORTHEAST CORNER OF THE HOUSE, 23.5 FEET SOUTH OF THE CENTERLINE
 GA0695'OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 GA0695'D 117 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 GA0695'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0988 ***********************************************************************
 GA0988  DESIGNATION -  D 118
 GA0988  PID         -  GA0988
 GA0988  STATE/COUNTY-  TN/GREENE
 GA0988  USGS QUAD   -  MOSHEIM (1971)
 GA0988
 GA0988                         *CURRENT SURVEY CONTROL
 GA0988  ___________________________________________________________________
 GA0988* NAD 83(1986)-  36 07 43.     (N)    082 53 26.     (W)     SCALED    
 GA0988* NAVD 88     -       452.132  (meters)    1483.37   (feet)  ADJUSTED  
 GA0988  ___________________________________________________________________
 GA0988  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0988  DYNAMIC HT  -         451.704 (meters)    1481.97  (feet)  COMP
 GA0988  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 GA0988
 GA0988  VERT ORDER  -  SECOND    CLASS 0
 GA0988
 GA0988.The horizontal coordinates were scaled from a topographic map and have
 GA0988.an estimated accuracy of +/- 6 seconds.
 GA0988
 GA0988.The orthometric height was determined by differential leveling
 GA0988.and adjusted by the National Geodetic Survey in June 1991..
 GA0988
 GA0988.The geoid height was determined by GEOID03.
 GA0988
 GA0988.The dynamic height is computed by dividing the NAVD 88
 GA0988.geopotential number by the normal gravity value computed on the
 GA0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0988.degrees latitude (g = 980.6199 gals.).
 GA0988
 GA0988.The modeled gravity was interpolated from observed gravity values.
 GA0988
 GA0988;                    North         East    Units  Estimated Accuracy
 GA0988;SPC TN       -   203,630.      879,850.      MT  (+/- 180 meters Scaled)
 GA0988
 GA0988                          SUPERSEDED SURVEY CONTROL
 GA0988
 GA0988  NGVD 29 (??/??/92)  452.271  (m)         1483.83   (f) ADJ UNCH    2 0
 GA0988
 GA0988.Superseded values are not recommended for survey control.
 GA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0988.See file dsdata.txt to determine how the superseded data were derived.
 GA0988
 GA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV298998(NAD 83)
 GA0988_MARKER: DB = BENCH MARK DISK
 GA0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0988_STAMPING: D 118 1935
 GA0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0988+STABILITY: SURFACE MOTION
 GA0988
 GA0988  HISTORY     - Date     Condition        Report By
 GA0988  HISTORY     - 1935     MONUMENTED       CGS
 GA0988  HISTORY     - 1950     GOOD             TVA
 GA0988
 GA0988                          STATION DESCRIPTION
 GA0988
 GA0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0988'4.2 MI SW FROM GREENEVILLE.
 GA0988'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0988'AT GREENEVILLE, GREENE COUNTY, 210 FEET EAST OF A WHITE FRAME
 GA0988'CHURCH, 43 FEET WEST OF THE INTERSECTION OF A COUNTY ROAD, 15
 GA0988'YARDS SOUTH OF THE CENTERLINE OF A DRIVEWAY, TO THE CHURCH,
 GA0988'14 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET HIGHER
 GA0988'THAN THE HIGHWAY AND 30.4 FEET SOUTHWEST OF STEEL POST BEARING
 GA0988'SIGN CEDAR HILL CHURCH.  A STANDARD DISK, STAMPED D 118 1935
 GA0988'AND SET IN THE TOP OF A CONCRETE POST.
 GA0988
 GA0988                          STATION RECOVERY (1950)
 GA0988
 GA0988'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0412 ***********************************************************************
 GA0412  DESIGNATION -  D 12
 GA0412  PID         -  GA0412
 GA0412  STATE/COUNTY-  TN/CARTER
 GA0412  USGS QUAD   -  WHITE ROCKS MOUNTAIN (1994)
 GA0412
 GA0412                         *CURRENT SURVEY CONTROL
 GA0412  ___________________________________________________________________
 GA0412* NAD 83(1986)-  36 12 31.     (N)    082 06 21.     (W)     SCALED    
 GA0412* NAVD 88     -       764.914  (meters)    2509.56   (feet)  ADJUSTED  
 GA0412  ___________________________________________________________________
 GA0412  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA0412  DYNAMIC HT  -         764.126 (meters)    2506.97  (feet)  COMP
 GA0412  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 GA0412
 GA0412  VERT ORDER  -  FIRST     CLASS II
 GA0412
 GA0412.The horizontal coordinates were scaled from a topographic map and have
 GA0412.an estimated accuracy of +/- 6 seconds.
 GA0412
 GA0412.The orthometric height was determined by differential leveling
 GA0412.and adjusted by the National Geodetic Survey in June 1991..
 GA0412
 GA0412.The geoid height was determined by GEOID03.
 GA0412
 GA0412.The dynamic height is computed by dividing the NAVD 88
 GA0412.geopotential number by the normal gravity value computed on the
 GA0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0412.degrees latitude (g = 980.6199 gals.).
 GA0412
 GA0412.The modeled gravity was interpolated from observed gravity values.
 GA0412
 GA0412;                    North         East    Units  Estimated Accuracy
 GA0412;SPC TN       -   215,030.      950,080.      MT  (+/- 180 meters Scaled)
 GA0412
 GA0412                          SUPERSEDED SURVEY CONTROL
 GA0412
 GA0412  NGVD 29 (??/??/92)  765.017  (m)         2509.89   (f) ADJ UNCH    1 2
 GA0412
 GA0412.Superseded values are not recommended for survey control.
 GA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0412.See file dsdata.txt to determine how the superseded data were derived.
 GA0412
 GA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA005076(NAD 83)
 GA0412_MARKER: DB = BENCH MARK DISK
 GA0412_SETTING: 66 = SET IN ROCK OUTCROP
 GA0412_SP_SET: SET IN ROCK OUTCROP
 GA0412_STAMPING: 2510.077 D 12 1933
 GA0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0412+STABILITY: POSITION/ELEVATION WELL
 GA0412
 GA0412  HISTORY     - Date     Condition        Report By
 GA0412  HISTORY     - 1933     MONUMENTED       CGS
 GA0412
 GA0412                          STATION DESCRIPTION
 GA0412
 GA0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0412'2.4 MI NW FROM ROAN MOUNTAIN.
 GA0412'2.4 MILES NORTHWEST ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0412'CAROLINA RAILROAD FROM ROAN MOUNTAIN, CARTER COUNTY, 495 FEET
 GA0412'SOUTHWEST OF MILEPOST 23, 12 FEET SOUTHEAST OF THE CENTERLINE OF
 GA0412'THE TRACK, 1-1/2 FEET HIGHER THAN THE RAIL, AND IN THE TOP OF A ROCK
 GA0412'LEDGE IN THE SIDE OF THE MOUNTAIN.  A STANDARD DISK, STAMPED
 GA0412'2510.077 D 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1117 ***********************************************************************
 FB1117  DESIGNATION -  D 121
 FB1117  PID         -  FB1117
 FB1117  STATE/COUNTY-  TN/GREENE
 FB1117  USGS QUAD   -  HOT SPRINGS (1991)
 FB1117
 FB1117                         *CURRENT SURVEY CONTROL
 FB1117  ___________________________________________________________________
 FB1117* NAD 83(1986)-  35 58 56.     (N)    082 51 54.     (W)     SCALED    
 FB1117* NAVD 88     -       482.31   (+/-2cm)    1582.4    (feet)  VERTCON   
 FB1117  ___________________________________________________________________
 FB1117  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB1117
 FB1117  VERT ORDER  -  ? (See Below)
 FB1117
 FB1117.The horizontal coordinates were scaled from a topographic map and have
 FB1117.an estimated accuracy of +/- 6 seconds.
 FB1117
 FB1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1117.The vertical order pertains to the NGVD 29 superseded value.
 FB1117
 FB1117.The geoid height was determined by GEOID03.
 FB1117
 FB1117;                    North         East    Units  Estimated Accuracy
 FB1117;SPC TN       -   187,470.      882,670.      MT  (+/- 180 meters Scaled)
 FB1117
 FB1117                          SUPERSEDED SURVEY CONTROL
 FB1117
 FB1117  NGVD 29 (??/??/92)  482.430  (m)         1582.77   (f) ADJ UNCH    ?  
 FB1117
 FB1117.Superseded values are not recommended for survey control.
 FB1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1117.See file dsdata.txt to determine how the superseded data were derived.
 FB1117
 FB1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV318835(NAD 83)
 FB1117_MARKER: DB = BENCH MARK DISK
 FB1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1117+STABILITY: SURFACE MOTION
 FB1117
 FB1117  HISTORY     - Date     Condition        Report By
 FB1117  HISTORY     - UNK      MONUMENTED       CGS
 FB1117  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB1117
 FB1117                          STATION DESCRIPTION
 FB1117
 FB1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1117'11.4 MI NE FROM WOLF CREEK.
 FB1117'IN GREENE COUNTY, 11.4 MILES NORTHEAST ALONG THE COVE CREEK
 FB1117'ROAD FROM WOLF CREEK, COCKE COUNTY, 9.4 MILE NORTHEAST OF PINE
 FB1117'SPRING CHURCH AND CEMETERY, ON THE J.A. MILLS PROPERTY, 140 FEET
 FB1117'NORTH OF A LARGE BARN, 50 FEET NORTHWEST OF THE NORTHWEST CORNER
 FB1117'OF THE HOUSE, 34.7 FEET NORTHEAST OF A 16-INCH WALNUT TREE, IN
 FB1117'THE NORTHWEST CORNER OF THE YARD, 32 FEET SOUTH OF THE CONCRETE
 FB1117'STEPS, 17 FEET SOUTHEAST OF THE ROAD, AND 6 FEET SOUTHEAST OF A
 FB1117'FENCE CORNER.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FB1117'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1278 ***********************************************************************
 FB1278  DESIGNATION -  D 122
 FB1278  PID         -  FB1278
 FB1278  STATE/COUNTY-  TN/COCKE
 FB1278  USGS QUAD   -  JONES COVE (1978)
 FB1278
 FB1278                         *CURRENT SURVEY CONTROL
 FB1278  ___________________________________________________________________
 FB1278* NAD 83(1986)-  35 52 08.     (N)    083 16 12.     (W)     SCALED    
 FB1278* NAVD 88     -       418.88   (+/-2cm)    1374.3    (feet)  VERTCON   
 FB1278  ___________________________________________________________________
 FB1278  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FB1278
 FB1278  VERT ORDER  -  ? (See Below)
 FB1278
 FB1278.The horizontal coordinates were scaled from a topographic map and have
 FB1278.an estimated accuracy of +/- 6 seconds.
 FB1278
 FB1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1278.The vertical order pertains to the NGVD 29 superseded value.
 FB1278
 FB1278.The geoid height was determined by GEOID03.
 FB1278
 FB1278;                    North         East    Units  Estimated Accuracy
 FB1278;SPC TN       -   173,810.      846,510.      MT  (+/- 180 meters Scaled)
 FB1278
 FB1278                          SUPERSEDED SURVEY CONTROL
 FB1278
 FB1278  NGVD 29 (??/??/92)  419.038  (m)         1374.79   (f) ADJ UNCH    ?  
 FB1278
 FB1278.Superseded values are not recommended for survey control.
 FB1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1278.See file dsdata.txt to determine how the superseded data were derived.
 FB1278
 FB1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV950717(NAD 83)
 FB1278_MARKER: DB = BENCH MARK DISK
 FB1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1278_STAMPING: D 122 1935
 FB1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1278+STABILITY: SURFACE MOTION
 FB1278
 FB1278  HISTORY     - Date     Condition        Report By
 FB1278  HISTORY     - 1935     MONUMENTED       CGS
 FB1278  HISTORY     - 1949     GOOD             NGS
 FB1278
 FB1278                          STATION DESCRIPTION
 FB1278
 FB1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1278'1 MI SW FROM JENKINS CHURCH.
 FB1278'1.0 MILE SOUTHWEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1278'COCKE COUNTY, 100 FEET EAST OF THE JUNCTION OF A Y-ROAD LEADING
 FB1278'NORTHEAST, 115 FEET WEST OF THE MRS. J.T. MC GAHA HOUSE, 190
 FB1278'FEET NORTH OF A BARN, 92 FEET WEST OF A 14-INCH SILVER MAPLE
 FB1278'WHICH IS NORTHERNMOST OF TWO ON WEST SIDE OF TWO-STORY HOUSE, 84
 FB1278'FEET SOUTHWEST OF A 40-INCH CHESTNUT TREE STUMP, 34.4 FEET
 FB1278'SOUTHEAST ACROSS THE ROAD FROM A 12-INCH TWIN WHITE OAK TREE
 FB1278'MARKED WITH NAIL AND BOTTLE CAP, 12 FEET SOUTHWEST OF A PATH,
 FB1278'7.4 FEET EAST OF A 14-INCH LOCUST TREE, AND 19 FEET SOUTH OF THE
 FB1278'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 122 1935 AND
 FB1278'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1373 ***********************************************************************
 FB1373  DESIGNATION -  D 122 X
 FB1373  PID         -  FB1373
 FB1373  STATE/COUNTY-  TN/JEFFERSON
 FB1373  USGS QUAD   -  SHADY GROVE (1980)
 FB1373
 FB1373                         *CURRENT SURVEY CONTROL
 FB1373  ___________________________________________________________________
 FB1373* NAD 83(1986)-  35 57 54.     (N)    083 23 31.     (W)     SCALED    
 FB1373* NAVD 88     -       305.37   (+/-2cm)    1001.9    (feet)  VERTCON   
 FB1373  ___________________________________________________________________
 FB1373  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB1373
 FB1373  VERT ORDER  -  ? (See Below)
 FB1373
 FB1373.The horizontal coordinates were scaled from a topographic map and have
 FB1373.an estimated accuracy of +/- 6 seconds.
 FB1373
 FB1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1373.The vertical order pertains to the NGVD 29 superseded value.
 FB1373
 FB1373.The geoid height was determined by GEOID03.
 FB1373
 FB1373;                    North         East    Units  Estimated Accuracy
 FB1373;SPC TN       -   184,170.      835,220.      MT  (+/- 180 meters Scaled)
 FB1373
 FB1373                          SUPERSEDED SURVEY CONTROL
 FB1373
 FB1373  NGVD 29 (??/??/92)  305.543  (m)         1002.44   (f) ADJ UNCH    ?  
 FB1373
 FB1373.Superseded values are not recommended for survey control.
 FB1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1373.See file dsdata.txt to determine how the superseded data were derived.
 FB1373
 FB1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV843827(NAD 83)
 FB1373_MARKER: DB = BENCH MARK DISK
 FB1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1373+STABILITY: SURFACE MOTION
 FB1373
 FB1373  HISTORY     - Date     Condition        Report By
 FB1373  HISTORY     - UNK      MONUMENTED       CGS
 FB1373  HISTORY     - 1949     MARK NOT FOUND   NGS
 FB1373
 FB1373                          STATION DESCRIPTION
 FB1373
 FB1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1373'4.5 MI SE FROM DANDRIDGE.
 FB1373'4.5 MILES SOUTHEAST OF THE COURTHOUSE AT DANDRIDGE, JEFFERSON
 FB1373'COUNTY, 1.2 MILES NORTHWEST OF SANDY RIDGE, AT A ROAD INTERSECTION,
 FB1373'27 FEET NORTHWEST OF THE MUDDY CREEK ROAD, 20 FEET SOUTHWEST OF
 FB1373'THE CROSSROAD, ON THE SAM MILLER PROPERTY, 225 FEET SOUTHEAST
 FB1373'OF THE HOUSE, 80.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FB1373'LARGE BARN, 18 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 FB1373'GARAGE, AND 2 FEET NORTHWEST OF THE GARAGE.  A STANDARD DISK,
 FB1373'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1328 ***********************************************************************
 FB1328  DESIGNATION -  D 125
 FB1328  PID         -  FB1328
 FB1328  STATE/COUNTY-  TN/COCKE
 FB1328  USGS QUAD   -  HARTFORD (1968)
 FB1328
 FB1328                         *CURRENT SURVEY CONTROL
 FB1328  ___________________________________________________________________
 FB1328* NAD 83(1986)-  35 49 21.     (N)    083 07 47.     (W)     SCALED    
 FB1328* NAVD 88     -       405.98   (+/-2cm)    1332.0    (feet)  VERTCON   
 FB1328  ___________________________________________________________________
 FB1328  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FB1328
 FB1328  VERT ORDER  -  ? (See Below)
 FB1328
 FB1328.The horizontal coordinates were scaled from a topographic map and have
 FB1328.an estimated accuracy of +/- 6 seconds.
 FB1328
 FB1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1328.The vertical order pertains to the NGVD 29 superseded value.
 FB1328
 FB1328.The geoid height was determined by GEOID03.
 FB1328
 FB1328;                    North         East    Units  Estimated Accuracy
 FB1328;SPC TN       -   169,020.      859,320.      MT  (+/- 180 meters Scaled)
 FB1328
 FB1328                          SUPERSEDED SURVEY CONTROL
 FB1328
 FB1328  NGVD 29 (??/??/92)  406.121  (m)         1332.42   (f) ADJ UNCH    ?  
 FB1328
 FB1328.Superseded values are not recommended for survey control.
 FB1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1328.See file dsdata.txt to determine how the superseded data were derived.
 FB1328
 FB1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV076663(NAD 83)
 FB1328_MARKER: DB = BENCH MARK DISK
 FB1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1328_STAMPING: D 125 1935
 FB1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1328+STABILITY: SURFACE MOTION
 FB1328
 FB1328  HISTORY     - Date     Condition        Report By
 FB1328  HISTORY     - 1935     MONUMENTED       CGS
 FB1328  HISTORY     - 1949     GOOD             NGS
 FB1328
 FB1328                          STATION DESCRIPTION
 FB1328
 FB1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1328'0.9 MI NE FROM HARTFORD.
 FB1328'0.9 MILE NORTHEAST ALONG THE CRIPPLE CREEK ROAD FROM HARTFORD,
 FB1328'COCKE COUNTY, 40 FEET SOUTHWEST OF THE JUNCTION OF BLACK ROAD,
 FB1328'180 FEET NORTHWEST OF A NEW UNPAINTED HOUSE, 71.5 FEET SOUTHWEST
 FB1328'OF THE SOUTHWEST CORNER OF A NEW BARN, 48 FEET SOUTH OF THE FOOT
 FB1328'OF THE BRIDGE OVER CRIPPLE CREEK, 18.5 FEET SOUTH OF A FENCE
 FB1328'CORNER, 18 FEET WEST OF CRIPPLE CREEK, AND 1 FOOT EAST OF A
 FB1328'WIRE FENCE.  A STANDARD DISK, STAMPED D 125 1935 AND SET IN THE
 FB1328'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2061 ***********************************************************************
 FB2061  DESIGNATION -  D 127
 FB2061  PID         -  FB2061
 FB2061  STATE/COUNTY-  TN/SEVIER
 FB2061  USGS QUAD   -  PIGEON FORGE (1970)
 FB2061
 FB2061                         *CURRENT SURVEY CONTROL
 FB2061  ___________________________________________________________________
 FB2061* NAD 83(1986)-  35 45 47.     (N)    083 33 58.     (W)     SCALED    
 FB2061* NAVD 88     -       349.395  (meters)    1146.31   (feet)  ADJUSTED  
 FB2061  ___________________________________________________________________
 FB2061  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FB2061  DYNAMIC HT  -         349.060 (meters)    1145.21  (feet)  COMP
 FB2061  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 FB2061
 FB2061  VERT ORDER  -  SECOND    CLASS 0
 FB2061
 FB2061.The horizontal coordinates were scaled from a topographic map and have
 FB2061.an estimated accuracy of +/- 6 seconds.
 FB2061
 FB2061.The orthometric height was determined by differential leveling
 FB2061.and adjusted by the National Geodetic Survey in June 1991..
 FB2061
 FB2061.The geoid height was determined by GEOID03.
 FB2061
 FB2061.The dynamic height is computed by dividing the NAVD 88
 FB2061.geopotential number by the normal gravity value computed on the
 FB2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2061.degrees latitude (g = 980.6199 gals.).
 FB2061
 FB2061.The modeled gravity was interpolated from observed gravity values.
 FB2061
 FB2061;                    North         East    Units  Estimated Accuracy
 FB2061;SPC TN       -   161,360.      820,070.      MT  (+/- 180 meters Scaled)
 FB2061
 FB2061                          SUPERSEDED SURVEY CONTROL
 FB2061
 FB2061  NGVD 29 (??/??/92)  349.510  (m)         1146.68   (f) ADJ UNCH    2 0
 FB2061
 FB2061.Superseded values are not recommended for survey control.
 FB2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2061.See file dsdata.txt to determine how the superseded data were derived.
 FB2061
 FB2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV680607(NAD 83)
 FB2061_MARKER: DB = BENCH MARK DISK
 FB2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2061_STAMPING: D 127 1935
 FB2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2061+STABILITY: SURFACE MOTION
 FB2061
 FB2061  HISTORY     - Date     Condition        Report By
 FB2061  HISTORY     - 1935     MONUMENTED       CGS
 FB2061  HISTORY     - 1949     GOOD             NGS
 FB2061  HISTORY     - 1972     GOOD             TVA
 FB2061
 FB2061                          STATION DESCRIPTION
 FB2061
 FB2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2061'3.3 MI SW FROM PIGEON FORGE.
 FB2061'3.3 MILES SOUTHWEST OF PIGEON FORGE, ON THE MILL CREEK ROAD,
 FB2061'0.2 MILE SOUTHEAST OF THE INTERSECTION OF THE LITTLE COVE CREEK
 FB2061'ROAD, 135 FEET NORTHEAST OF MILL CREEK, 115 FEET NORTHWEST OF
 FB2061'THE JOHN OGLE HOUSE, 40 FEET NORTH OF AN APPLE ORCHARD, AND
 FB2061'12 FEET SOUTHWEST OF THE ROAD.  A STANDARD DISK, STAMPED D 127
 FB2061'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONTROL
 FB2061'MARKER SIGN SET 1.0 FT SOUTHWEST OF MONUMENT.
 FB2061
 FB2061                          STATION RECOVERY (1972)
 FB2061
 FB2061'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2059 ***********************************************************************
 FB2059  DESIGNATION -  D 127 X
 FB2059  PID         -  FB2059
 FB2059  STATE/COUNTY-  TN/SEVIER
 FB2059  USGS QUAD   -  PIGEON FORGE (1970)
 FB2059
 FB2059                         *CURRENT SURVEY CONTROL
 FB2059  ___________________________________________________________________
 FB2059* NAD 83(1986)-  35 46 03.     (N)    083 34 52.     (W)     SCALED    
 FB2059* NAVD 88     -       350.397  (meters)    1149.59   (feet)  ADJUSTED  
 FB2059  ___________________________________________________________________
 FB2059  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FB2059  DYNAMIC HT  -         350.061 (meters)    1148.49  (feet)  COMP
 FB2059  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 FB2059
 FB2059  VERT ORDER  -  SECOND    CLASS 0
 FB2059
 FB2059.The horizontal coordinates were scaled from a topographic map and have
 FB2059.an estimated accuracy of +/- 6 seconds.
 FB2059
 FB2059.The orthometric height was determined by differential leveling
 FB2059.and adjusted by the National Geodetic Survey in June 1991..
 FB2059
 FB2059.The geoid height was determined by GEOID03.
 FB2059
 FB2059.The dynamic height is computed by dividing the NAVD 88
 FB2059.geopotential number by the normal gravity value computed on the
 FB2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2059.degrees latitude (g = 980.6199 gals.).
 FB2059
 FB2059.The modeled gravity was interpolated from observed gravity values.
 FB2059
 FB2059;                    North         East    Units  Estimated Accuracy
 FB2059;SPC TN       -   161,820.      818,700.      MT  (+/- 180 meters Scaled)
 FB2059
 FB2059                          SUPERSEDED SURVEY CONTROL
 FB2059
 FB2059  NGVD 29 (??/??/92)  350.511  (m)         1149.97   (f) ADJ UNCH    2 0
 FB2059
 FB2059.Superseded values are not recommended for survey control.
 FB2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2059.See file dsdata.txt to determine how the superseded data were derived.
 FB2059
 FB2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV666612(NAD 83)
 FB2059_MARKER: DB = BENCH MARK DISK
 FB2059_SETTING: 66 = SET IN ROCK OUTCROP
 FB2059_SP_SET: BEDROCK
 FB2059_STAMPING: D 127 X
 FB2059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2059+STABILITY: POSITION/ELEVATION WELL
 FB2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2059+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 FB2059
 FB2059  HISTORY     - Date     Condition        Report By
 FB2059  HISTORY     - UNK      MONUMENTED       CGS
 FB2059  HISTORY     - 1949     GOOD             NGS
 FB2059  HISTORY     - 1972     GOOD             TVA
 FB2059  HISTORY     - 20040512 GOOD             USACEN
 FB2059
 FB2059                          STATION DESCRIPTION
 FB2059
 FB2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2059'4.3 MI SW FROM PIGEON FIRGE.
 FB2059'4 MILES SOUTHWEST ALONG THE LITTLE COVE CREEK ROAD FROM THE
 FB2059'POST OFFICE AT PIGEON FORGE, 250 FEET WEST OF THE JUNCTION OF A
 FB2059'ROAD LEADING NORTH AND BACK TO PIGEON FORGE, 40 FEET SOUTH OF
 FB2059'THE CENTERLINE OF THE ROAD, 82.8 FEET NORTHEAST OF AN 8-INCH
 FB2059'SYCAMORE TREE, 78.5 FEET SOUTHEAST OF A 12-INCH PINE TREE, 77.4
 FB2059'FEET SOUTH OF A 4-INCH PINE TREE, 4 FEET SOUTH OF THE CENTERLINE
 FB2059'OF LITTLE COVE CREEK, AND IN BEDROCK.  A STANDARD DISK, STAMPED
 FB2059'D 127 X.  NOTE-- CONTROL MARKER SIGN SET 2.5 FEET SOUTHWEST OF
 FB2059'MONUMENT.  BENCH MARK IS USUALLY UNDER WATER.
 FB2059
 FB2059                          STATION RECOVERY (1972)
 FB2059
 FB2059'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2059'RECOVERED IN GOOD CONDITION.
 FB2059
 FB2059                          STATION RECOVERY (2004)
 FB2059
 FB2059'RECOVERY NOTE BY COE NASHVILLE 2004 (PNB)
 FB2059'RECOVERED AS DESCRIBED, MARK IS COVERED BY WATER MOST OF THE YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1795 ***********************************************************************
 GA1795  DESIGNATION -  D 129
 GA1795  PID         -  GA1795
 GA1795  STATE/COUNTY-  TN/HAMBLEN
 GA1795  USGS QUAD   -  MORRISTOWN (1979)
 GA1795
 GA1795                         *CURRENT SURVEY CONTROL
 GA1795  ___________________________________________________________________
 GA1795* NAD 83(1986)-  36 12 23.     (N)    083 18 31.     (W)     SCALED    
 GA1795* NAVD 88     -       405.650  (meters)    1330.87   (feet)  POSTED    
 GA1795  ___________________________________________________________________
 GA1795  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1795  DYNAMIC HT  -         405.280 (meters)    1329.66  (feet)  COMP
 GA1795  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 GA1795
 GA1795  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA1795
 GA1795.The horizontal coordinates were scaled from a topographic map and have
 GA1795.an estimated accuracy of +/- 6 seconds.
 GA1795
 GA1795.The orthometric height was determined by differential leveling
 GA1795.and adjusted by the National Geodetic Survey in 1992..
 GA1795.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA1795.rate of 0.0 thru 1.0 mm/km.
 GA1795
 GA1795.The geoid height was determined by GEOID03.
 GA1795
 GA1795.The dynamic height is computed by dividing the NAVD 88
 GA1795.geopotential number by the normal gravity value computed on the
 GA1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1795.degrees latitude (g = 980.6199 gals.).
 GA1795
 GA1795.The modeled gravity was interpolated from observed gravity values.
 GA1795
 GA1795;                    North         East    Units  Estimated Accuracy
 GA1795;SPC TN       -   211,140.      841,990.      MT  (+/- 180 meters Scaled)
 GA1795
 GA1795                          SUPERSEDED SURVEY CONTROL
 GA1795
 GA1795  NGVD 29 (??/??/92)  405.773  (m)         1331.27   (f) ADJ UNCH    1 2
 GA1795
 GA1795.Superseded values are not recommended for survey control.
 GA1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1795.See file dsdata.txt to determine how the superseded data were derived.
 GA1795
 GA1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA924093(NAD 83)
 GA1795_MARKER: DB = BENCH MARK DISK
 GA1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1795_STAMPING: D 129 1936
 GA1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1795+STABILITY: SURFACE MOTION
 GA1795
 GA1795  HISTORY     - Date     Condition        Report By
 GA1795  HISTORY     - 1936     MONUMENTED       CGS
 GA1795  HISTORY     - 1960     MARK NOT FOUND   TVA
 GA1795  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1795
 GA1795                          STATION DESCRIPTION
 GA1795
 GA1795'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA1795'0.9 MI SW FROM MORRISTOWN.
 GA1795'0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA1795'AT MORRISTOWN, 50 YARDS SOUTH OF THE SOUTH CORNER OF THE
 GA1795'MORRISTOWN TOBACCO WAREHOUSE, 54 FEET FROM THE CENTER OF THE
 GA1795'INTERSECTION OF TWO PAVED ROADS OPPOSITE A GULF REFINING
 GA1795'DISTRIBUTION STATION, ACROSS MAIN STREET FROM THE WEST MAIN STREET
 GA1795'GULF SERVICE STATION, 24.2 FEET NORTHWEST OF THE NORTHWEST RAIL,
 GA1795'AND 14.9 FEET SOUTHEAST OF THE EAST CURB OF MAIN STREET.  A
 GA1795'STANDARD DISK, STAMPED D 129 1936 AND SET IN THE TOP OF A CONCRETE
 GA1795'POST.
 GA1795
 GA1795                          STATION RECOVERY (1967)
 GA1795
 GA1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0767 ***********************************************************************
 GD0767  DESIGNATION -  D 13
 GD0767  PID         -  GD0767
 GD0767  STATE/COUNTY-  TN/LAKE
 GD0767  USGS QUAD   -  RIDGELY (1981)
 GD0767
 GD0767                         *CURRENT SURVEY CONTROL
 GD0767  ___________________________________________________________________
 GD0767* NAD 83(1986)-  36 21 44.     (N)    089 25 58.     (W)     SCALED    
 GD0767* NAVD 88     -        88.871  (meters)     291.57   (feet)  ADJUSTED  
 GD0767  ___________________________________________________________________
 GD0767  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0767  DYNAMIC HT  -          88.800 (meters)     291.34  (feet)  COMP
 GD0767  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 GD0767
 GD0767  VERT ORDER  -  SECOND    CLASS 0
 GD0767
 GD0767.The horizontal coordinates were scaled from a topographic map and have
 GD0767.an estimated accuracy of +/- 6 seconds.
 GD0767
 GD0767.The orthometric height was determined by differential leveling
 GD0767.and adjusted by the National Geodetic Survey in June 1991..
 GD0767
 GD0767.The geoid height was determined by GEOID03.
 GD0767
 GD0767.The dynamic height is computed by dividing the NAVD 88
 GD0767.geopotential number by the normal gravity value computed on the
 GD0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0767.degrees latitude (g = 980.6199 gals.).
 GD0767
 GD0767.The modeled gravity was interpolated from observed gravity values.
 GD0767
 GD0767;                    North         East    Units  Estimated Accuracy
 GD0767;SPC TN       -   230,510.      291,980.      MT  (+/- 180 meters Scaled)
 GD0767
 GD0767                          SUPERSEDED SURVEY CONTROL
 GD0767
 GD0767  NGVD 29 (??/??/??)   88.808  (m)          291.36   (f) ADJUSTED    2 0
 GD0767
 GD0767.Superseded values are not recommended for survey control.
 GD0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0767.See file dsdata.txt to determine how the superseded data were derived.
 GD0767
 GD0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF817268(NAD 83)
 GD0767_MARKER: DB = BENCH MARK DISK
 GD0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0767_STAMPING: D 13 1935
 GD0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0767+STABILITY: SURFACE MOTION
 GD0767
 GD0767  HISTORY     - Date     Condition        Report By
 GD0767  HISTORY     - 1935     MONUMENTED       CGS
 GD0767  HISTORY     - 1963     MARK NOT FOUND   USGS
 GD0767
 GD0767                          STATION DESCRIPTION
 GD0767
 GD0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0767'2.8 MI E FROM TIPTONVILLE.
 GD0767'2.8 MILES EAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 GD0767'AT TIPTONVILLE, LAKE COUNTY, 0.1 MILE SOUTH OF REELFOOT STATE
 GD0767'PARK, NEAR REELFOOT LAKE, SOUTHWEST OF A GENERAL STORE AND A
 GD0767'SERVICE STATION, AT THE JUNCTION OF A ROAD LEADING SOUTH, 69 FEET
 GD0767'WEST OF THE CENTERLINE OF THE ROAD, 36 FEET SOUTHWEST OF THE
 GD0767'CENTERLINE OF THE HIGHWAY, AND AT THE SOUTHEAST CORNER OF A YARD
 GD0767'ENCLOSED BY A PICKET FENCE.  A STANDARD DISK, STAMPED D 13 1935
 GD0767'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM BELIEVED TO
 GD0767'BE COVERED BY 1-3 IN OF BLACKTOP.
 GD0767
 GD0767                          STATION RECOVERY (1963)
 GD0767
 GD0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GD0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2222 ***********************************************************************
 GA2222  DESIGNATION -  D 130
 GA2222  PID         -  GA2222
 GA2222  STATE/COUNTY-  TN/KNOX
 GA2222  USGS QUAD   -  JOHN SEVIER (1992)
 GA2222
 GA2222                         *CURRENT SURVEY CONTROL
 GA2222  ___________________________________________________________________
 GA2222* NAD 83(1986)-  36 03 34.     (N)    083 45 23.     (W)     SCALED    
 GA2222* NAVD 88     -       265.085  (meters)     869.70   (feet)  POSTED    
 GA2222  ___________________________________________________________________
 GA2222  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2222  DYNAMIC HT  -         264.840 (meters)     868.90  (feet)  COMP
 GA2222  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GA2222
 GA2222  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2222
 GA2222.The horizontal coordinates were scaled from a topographic map and have
 GA2222.an estimated accuracy of +/- 6 seconds.
 GA2222
 GA2222.The orthometric height was determined by differential leveling
 GA2222.and adjusted by the National Geodetic Survey in 1992..
 GA2222.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2222.rate of 0.0 thru 1.0 mm/km.
 GA2222
 GA2222.The geoid height was determined by GEOID03.
 GA2222
 GA2222.The dynamic height is computed by dividing the NAVD 88
 GA2222.geopotential number by the normal gravity value computed on the
 GA2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2222.degrees latitude (g = 980.6199 gals.).
 GA2222
 GA2222.The modeled gravity was interpolated from observed gravity values.
 GA2222
 GA2222;                    North         East    Units  Estimated Accuracy
 GA2222;SPC TN       -   193,830.      802,110.      MT  (+/- 180 meters Scaled)
 GA2222
 GA2222                          SUPERSEDED SURVEY CONTROL
 GA2222
 GA2222  NGVD 29 (??/??/92)  265.215  (m)          870.13   (f) ADJ UNCH    1 2
 GA2222
 GA2222.Superseded values are not recommended for survey control.
 GA2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2222.See file dsdata.txt to determine how the superseded data were derived.
 GA2222
 GA2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV517940(NAD 83)
 GA2222_MARKER: DD = SURVEY DISK
 GA2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2222_STAMPING: D 130 1936
 GA2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2222+STABILITY: SURFACE MOTION
 GA2222
 GA2222  HISTORY     - Date     Condition        Report By
 GA2222  HISTORY     - 1936     MONUMENTED       SOURR
 GA2222  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2222  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2222
 GA2222                          STATION DESCRIPTION
 GA2222
 GA2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2222'1.6 MI SW FROM MASCOT.
 GA2222'1.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2222'AT MASCOT, KNOX COUNTY, 400 FEET NORTH OF HOLSTON RIVER, 6
 GA2222'POWER-TRANSMISSION LINE POLES EAST OF A RAILROAD SIGNAL STAND,
 GA2222'5-1/2 POLES WEST OF A CUT, 3-1/2 POLES NORTHWEST OF A CULVERT
 GA2222'OVER ROSEBERRY CREEK, 6 RAILS NORTHWEST OF A GRADE CROSSING,
 GA2222'30.4 FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 GA2222'A STANDARD DISK, STAMPED D 130 1936 AND SET IN A CONCRETE POST.
 GA2222
 GA2222                          STATION RECOVERY (1967)
 GA2222
 GA2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0003 ***********************************************************************
 FC0003  DESIGNATION -  D 131
 FC0003  PID         -  FC0003
 FC0003  STATE/COUNTY-  TN/MONROE
 FC0003  USGS QUAD   -  SWEETWATER (1989)
 FC0003
 FC0003                         *CURRENT SURVEY CONTROL
 FC0003  ___________________________________________________________________
 FC0003* NAD 83(1986)-  35 34 39.     (N)    084 28 54.     (W)     SCALED    
 FC0003* NAVD 88     -       287.433  (meters)     943.02   (feet)  ADJUSTED  
 FC0003  ___________________________________________________________________
 FC0003  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0003  DYNAMIC HT  -         287.153 (meters)     942.10  (feet)  COMP
 FC0003  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FC0003
 FC0003  VERT ORDER  -  FIRST     CLASS I
 FC0003
 FC0003.The horizontal coordinates were scaled from a topographic map and have
 FC0003.an estimated accuracy of +/- 6 seconds.
 FC0003
 FC0003.The orthometric height was determined by differential leveling
 FC0003.and adjusted by the National Geodetic Survey in June 1991..
 FC0003
 FC0003.The geoid height was determined by GEOID03.
 FC0003
 FC0003.The dynamic height is computed by dividing the NAVD 88
 FC0003.geopotential number by the normal gravity value computed on the
 FC0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0003.degrees latitude (g = 980.6199 gals.).
 FC0003
 FC0003.The modeled gravity was interpolated from observed gravity values.
 FC0003
 FC0003;                    North         East    Units  Estimated Accuracy
 FC0003;SPC TN       -   139,110.      737,610.      MT  (+/- 180 meters Scaled)
 FC0003
 FC0003                          SUPERSEDED SURVEY CONTROL
 FC0003
 FC0003  NGVD 29 (??/??/92)  287.504  (m)          943.25   (f) ADJ UNCH    1 1
 FC0003
 FC0003.Superseded values are not recommended for survey control.
 FC0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0003.See file dsdata.txt to determine how the superseded data were derived.
 FC0003
 FC0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE282400(NAD 83)
 FC0003_MARKER: DD = SURVEY DISK
 FC0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0003_STAMPING: D 131 1936
 FC0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0003+STABILITY: SURFACE MOTION
 FC0003
 FC0003  HISTORY     - Date     Condition        Report By
 FC0003  HISTORY     - 1936     MONUMENTED       TNGS
 FC0003  HISTORY     - 1968     GOOD             NGS
 FC0003
 FC0003                          STATION DESCRIPTION
 FC0003
 FC0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0003'2 MI SW FROM SWEETWATER.
 FC0003'ABOUT 2.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0003'STATION AT SWEETWATER, ABOUT 2 1/2 RAILS SOUTHWEST OF MILEPOST
 FC0003'174, ABOUT 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ON TOP OF
 FC0003'A HIGH CUT BETWEEN THE TRACK AND A PRIVATE ROAD LEADING TO A
 FC0003'ONE STORY WHITE FRAME HOUSE, 78 FEET WEST OF THE WEST LEG OF A
 FC0003'STEEL POWER LINE TOWER, 10 1/2 FEET NORTHWEST OF THE CENTER LINE
 FC0003'OF THE PRIVATE ROAD, 4 FEET NORTHEAST OF THE EXTENDED LINE OF A
 FC0003'SOUTHEAST-NORTHWEST FENCE LINE, 0.5 FOOT SOUTHEAST OF A METAL
 FC0003'WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT
 FC0003'2 1/2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 FC0003'CONCRETE POST 1/2 FOOT BELOW THE SURFACE OF THE GROUND.  NOTE--
 FC0003'ALSO MAY BE REACHED BY GOING ABOUT 2.3 MILE SOUTHWEST ALONG
 FC0003'U.S. HIGHWAY 11 FROM THE POST OFFICE AT SWEETWATER, THENCE 0.3
 FC0003'MILE SOUTH ALONG A BLACKTOP ROAD, THENCE 0.35 MILE NORTHEAST
 FC0003'ALONG THE SOUTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2006 ***********************************************************************
 FB2006  DESIGNATION -  D 132
 FB2006  PID         -  FB2006
 FB2006  STATE/COUNTY-  TN/BLOUNT
 FB2006  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2006
 FB2006                         *CURRENT SURVEY CONTROL
 FB2006  ___________________________________________________________________
 FB2006* NAD 83(1986)-  35 43 23.     (N)    083 56 19.     (W)     SCALED    
 FB2006* NAVD 88     -       312.557  (meters)    1025.45   (feet)  ADJUSTED  
 FB2006  ___________________________________________________________________
 FB2006  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FB2006  DYNAMIC HT  -         312.260 (meters)    1024.47  (feet)  COMP
 FB2006  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FB2006
 FB2006  VERT ORDER  -  SECOND    CLASS 0
 FB2006
 FB2006.The horizontal coordinates were scaled from a topographic map and have
 FB2006.an estimated accuracy of +/- 6 seconds.
 FB2006
 FB2006.The orthometric height was determined by differential leveling
 FB2006.and adjusted by the National Geodetic Survey in June 1991..
 FB2006
 FB2006.The geoid height was determined by GEOID03.
 FB2006
 FB2006.The dynamic height is computed by dividing the NAVD 88
 FB2006.geopotential number by the normal gravity value computed on the
 FB2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2006.degrees latitude (g = 980.6199 gals.).
 FB2006
 FB2006.The modeled gravity was interpolated from observed gravity values.
 FB2006
 FB2006;                    North         East    Units  Estimated Accuracy
 FB2006;SPC TN       -   156,150.      786,490.      MT  (+/- 180 meters Scaled)
 FB2006
 FB2006                          SUPERSEDED SURVEY CONTROL
 FB2006
 FB2006  NGVD 29 (??/??/92)  312.670  (m)         1025.82   (f) ADJ UNCH    2 0
 FB2006
 FB2006.Superseded values are not recommended for survey control.
 FB2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2006.See file dsdata.txt to determine how the superseded data were derived.
 FB2006
 FB2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV341572(NAD 83)
 FB2006_MARKER: DB = BENCH MARK DISK
 FB2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2006_STAMPING: D 132 1935
 FB2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2006+STABILITY: SURFACE MOTION
 FB2006
 FB2006  HISTORY     - Date     Condition        Report By
 FB2006  HISTORY     - 1935     MONUMENTED       CGS
 FB2006
 FB2006                          STATION DESCRIPTION
 FB2006
 FB2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2006'2.8 MI SE FROM MARYVILLE.
 FB2006'2.8 MILES SOUTHEAST ALONG THE OLD DUNCAN PIKE FROM THE COURTHOUSE
 FB2006'AT MARYVILLE, 0.3 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD
 FB2006'LEADING SOUTHWEST, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 FB2006'AT A LUTHERAN CHURCH, 59.8 FEET NORTH-NORTHWEST OF A WOODEN
 FB2006'POWER-TRANSMISSION LINE POLE, 19.4 FEET NORTH OF THE WEST END OF
 FB2006'A STEEL CULVERT, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, 36
 FB2006'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL FRAME CHURCH,
 FB2006'AND 1 FOOT EAST OF A BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED
 FB2006'D 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2266 ***********************************************************************
 GA2266  DESIGNATION -  D 132
 GA2266  PID         -  GA2266
 GA2266  STATE/COUNTY-  TN/UNION
 GA2266  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2266
 GA2266                         *CURRENT SURVEY CONTROL
 GA2266  ___________________________________________________________________
 GA2266* NAD 83(1986)-  36 15 58.     (N)    083 50 20.     (W)     SCALED    
 GA2266* NAVD 88     -       335.197  (meters)    1099.73   (feet)  ADJUSTED  
 GA2266  ___________________________________________________________________
 GA2266  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA2266  DYNAMIC HT  -         334.894 (meters)    1098.73  (feet)  COMP
 GA2266  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 GA2266
 GA2266  VERT ORDER  -  SECOND    CLASS 0
 GA2266
 GA2266.The horizontal coordinates were scaled from a topographic map and have
 GA2266.an estimated accuracy of +/- 6 seconds.
 GA2266
 GA2266.The orthometric height was determined by differential leveling
 GA2266.and adjusted by the National Geodetic Survey in June 1991..
 GA2266
 GA2266.The geoid height was determined by GEOID03.
 GA2266
 GA2266.The dynamic height is computed by dividing the NAVD 88
 GA2266.geopotential number by the normal gravity value computed on the
 GA2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2266.degrees latitude (g = 980.6199 gals.).
 GA2266
 GA2266.The modeled gravity was interpolated from observed gravity values.
 GA2266
 GA2266;                    North         East    Units  Estimated Accuracy
 GA2266;SPC TN       -   216,590.      794,180.      MT  (+/- 180 meters Scaled)
 GA2266
 GA2266                          SUPERSEDED SURVEY CONTROL
 GA2266
 GA2266  NGVD 29 (??/??/92)  335.292  (m)         1100.04   (f) ADJ UNCH    2 0
 GA2266
 GA2266.Superseded values are not recommended for survey control.
 GA2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2266.See file dsdata.txt to determine how the superseded data were derived.
 GA2266
 GA2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA449172(NAD 83)
 GA2266_MARKER: DB = BENCH MARK DISK
 GA2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2266_STAMPING: D 132 1936
 GA2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2266+STABILITY: SURFACE MOTION
 GA2266
 GA2266  HISTORY     - Date     Condition        Report By
 GA2266  HISTORY     - 1936     MONUMENTED       CGS
 GA2266  HISTORY     - 1949     GOOD             NGS
 GA2266  HISTORY     - 1968     MARK NOT FOUND   TNDT
 GA2266
 GA2266                          STATION DESCRIPTION
 GA2266
 GA2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2266'2.6 MI W FROM ESCO.
 GA2266'2.6 MILES WEST ALONG THE HICKORY VALLEY ROAD FROM THE CROSSROADS
 GA2266'AT ESCO, UNION COUNTY, 1.1 MILES EAST OF AN OLD CHURCH, 150
 GA2266'YARDS EAST OF A BRIDGE OVER CROOKED CREEK, OPPOSITE A SHARP BEND
 GA2266'IN CROOKED CREEK, 134 FEET NORTHEAST OF THE CENTER OF THE
 GA2266'JUNCTION OF THE MALOLE GAP ROAD, 114 FEET WEST OF A SMALL WOODEN
 GA2266'DRAINAGE BRIDGE, AT BUCKNER SCHOOL, 85 FEET NORTHWEST OF THE
 GA2266'NORTHWEST CORNER OF THE SCHOOLHOUSE, 25 FEET SOUTHEAST OF THE
 GA2266'CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A WIRE FENCE, AND NEAR
 GA2266'A STEEL POST WITH A CONTROL-MARKER SIGN.  A STANDARD DISK,
 GA2266'STAMPED D 132 1936 AND SET IN THE TOP OF A CONCRETE POST.
 GA2266
 GA2266                          STATION RECOVERY (1968)
 GA2266
 GA2266'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 GA2266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0134 ***********************************************************************
 FC0134  DESIGNATION -  D 133
 FC0134  PID         -  FC0134
 FC0134  STATE/COUNTY-  TN/LOUDON
 FC0134  USGS QUAD   -  LENOIR CITY (1986)
 FC0134
 FC0134                         *CURRENT SURVEY CONTROL
 FC0134  ___________________________________________________________________
 FC0134* NAD 83(1986)-  35 49 30.     (N)    084 17 22.     (W)     SCALED    
 FC0134* NAVD 88     -       284.377  (meters)     932.99   (feet)  ADJUSTED  
 FC0134  ___________________________________________________________________
 FC0134  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0134  DYNAMIC HT  -         284.106 (meters)     932.10  (feet)  COMP
 FC0134  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 FC0134
 FC0134  VERT ORDER  -  SECOND    CLASS 0
 FC0134
 FC0134.The horizontal coordinates were scaled from a topographic map and have
 FC0134.an estimated accuracy of +/- 6 seconds.
 FC0134
 FC0134.The orthometric height was determined by differential leveling
 FC0134.and adjusted by the National Geodetic Survey in June 1991..
 FC0134
 FC0134.The geoid height was determined by GEOID03.
 FC0134
 FC0134.The dynamic height is computed by dividing the NAVD 88
 FC0134.geopotential number by the normal gravity value computed on the
 FC0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0134.degrees latitude (g = 980.6199 gals.).
 FC0134
 FC0134.The modeled gravity was interpolated from observed gravity values.
 FC0134
 FC0134;                    North         East    Units  Estimated Accuracy
 FC0134;SPC TN       -   166,850.      754,550.      MT  (+/- 180 meters Scaled)
 FC0134
 FC0134                          SUPERSEDED SURVEY CONTROL
 FC0134
 FC0134  NGVD 29 (??/??/92)  284.488  (m)          933.36   (f) ADJ UNCH    2 0
 FC0134
 FC0134.Superseded values are not recommended for survey control.
 FC0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0134.See file dsdata.txt to determine how the superseded data were derived.
 FC0134
 FC0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE448679(NAD 83)
 FC0134_MARKER: DD = SURVEY DISK
 FC0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0134_STAMPING: D 133 1936
 FC0134_MARK LOGO: TVA   
 FC0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0134+STABILITY: SURFACE MOTION
 FC0134
 FC0134  HISTORY     - Date     Condition        Report By
 FC0134  HISTORY     - 1936     MONUMENTED       TVA
 FC0134  HISTORY     - 1961     GOOD             NGS
 FC0134
 FC0134                          STATION DESCRIPTION
 FC0134
 FC0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0134'1 MI S FROM EATON CROSSROADS.
 FC0134'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0134'EATON SCHOOL, GO 1.0 MILE SOUTH ON STATE HIGHWAY 95 TO A SMALL
 FC0134'HOUSE ON THE WEST SIDE OF THE HIGHWAY.  THE BENCH MARK IS ABOUT
 FC0134'0.1 MILE SOUTH OF A SMALL CREEK UNDER THE HIGHWAY, 22 FT. WEST OF
 FC0134'THE CENTER OF STATE HIGHWAY 95, 13 FT. NORTH OF THE CENTER OF
 FC0134'THE DRIVE LEADING TO THE HOUSE, AND 1.8 FT. SOUTH OF A WITNESS
 FC0134'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FC0134'2 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0726 ***********************************************************************
 GD0726  DESIGNATION -  D 134
 GD0726  PID         -  GD0726
 GD0726  STATE/COUNTY-  TN/LAKE
 GD0726  USGS QUAD   -  TIPTONVILLE (1981)
 GD0726
 GD0726                         *CURRENT SURVEY CONTROL
 GD0726  ___________________________________________________________________
 GD0726* NAD 83(1986)-  36 24 25.     (N)    089 28 31.     (W)     SCALED    
 GD0726* NAVD 88     -        92.327  (meters)     302.91   (feet)  POSTED    
 GD0726  ___________________________________________________________________
 GD0726  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0726  DYNAMIC HT  -          92.250 (meters)     302.66  (feet)  COMP
 GD0726  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 GD0726
 GD0726  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GD0726
 GD0726.The horizontal coordinates were scaled from a topographic map and have
 GD0726.an estimated accuracy of +/- 6 seconds.
 GD0726
 GD0726.The orthometric height was determined by differential leveling
 GD0726.and adjusted by the National Geodetic Survey in 1992..
 GD0726.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GD0726.rate of 1.1 thru 2.0 mm/km.
 GD0726
 GD0726.The geoid height was determined by GEOID03.
 GD0726
 GD0726.The dynamic height is computed by dividing the NAVD 88
 GD0726.geopotential number by the normal gravity value computed on the
 GD0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0726.degrees latitude (g = 980.6199 gals.).
 GD0726
 GD0726.The modeled gravity was interpolated from observed gravity values.
 GD0726
 GD0726;                    North         East    Units  Estimated Accuracy
 GD0726;SPC TN       -   235,600.      288,340.      MT  (+/- 180 meters Scaled)
 GD0726
 GD0726                          SUPERSEDED SURVEY CONTROL
 GD0726
 GD0726  NGVD 29 (??/??/??)   92.248  (m)          302.65   (f) ADJUSTED    1 2
 GD0726
 GD0726.Superseded values are not recommended for survey control.
 GD0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0726.See file dsdata.txt to determine how the superseded data were derived.
 GD0726
 GD0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF780319(NAD 83)
 GD0726_MARKER: DB = BENCH MARK DISK
 GD0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0726_STAMPING: D 134 1957
 GD0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0726+STABILITY: SURFACE MOTION
 GD0726
 GD0726  HISTORY     - Date     Condition        Report By
 GD0726  HISTORY     - 1957     MONUMENTED       CGS
 GD0726  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0726
 GD0726                          STATION DESCRIPTION
 GD0726
 GD0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0726'2.1 MI N FROM TIPTONVILLE.
 GD0726'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 GD0726'OF STATE HIGHWAY 21 AT TIPTONVILLE, 0.9 MILE SOUTH OF AN EAST-WEST
 GD0726'GRAVEL CROSSROAD, AT A FARM HOUSE, 34 FEET EAST OF CENTER LINE
 GD0726'OF HIGHWAY, 114 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE,
 GD0726'160 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF A WOODEN BRIDGE
 GD0726'OVER A DRAINAGE DITCH, 6 1/2 FEET EAST OF A TELEPHONE POLE, 1
 GD0726'FOOT NORTH OF A FENCE LINE, 66 FEET SOUTH OF CENTER LINE OF DRIVE
 GD0726'TO HOUSE, 1 1/2 FEET NORTHWEST OF A CONCRETE WITNESS POST, ABOUT
 GD0726'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0726'3 INCHES.
 GD0726
 GD0726                          STATION RECOVERY (2002)
 GD0726
 GD0726'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0811 ***********************************************************************
 GD0811  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0811  DESIGNATION -  D 135
 GD0811  PID         -  GD0811
 GD0811  STATE/COUNTY-  TN/DYER
 GD0811  USGS QUAD   -  DYERSBURG (1983)
 GD0811
 GD0811                         *CURRENT SURVEY CONTROL
 GD0811  ___________________________________________________________________
 GD0811* NAD 83(1995)-  36 02 09.57826(N)    089 24 42.06794(W)     ADJUSTED  
 GD0811* NAVD 88     -        84.20   (meters)     276.2    (feet)  GPS OBS   
 GD0811  ___________________________________________________________________
 GD0811  X           -      53,020.020 (meters)                     COMP
 GD0811  Y           -  -5,163,423.288 (meters)                     COMP
 GD0811  Z           -   3,731,454.976 (meters)                     COMP
 GD0811  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GD0811  ELLIP HEIGHT-          55.98  (meters)          (04/05/04) GPS OBS
 GD0811  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0811  DYNAMIC HT  -          84.13  (meters)     276.0   (feet)  COMP
 GD0811  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 GD0811
 GD0811  HORZ ORDER  -  B
 GD0811  VERT ORDER  -  THIRD (See Below)
 GD0811  ELLP ORDER  -  FOURTH    CLASS I
 GD0811
 GD0811.The horizontal coordinates were established by GPS observations
 GD0811.and adjusted by the National Geodetic Survey in April 2004..
 GD0811
 GD0811.The orthometric height was determined by GPS observations and a
 GD0811.high-resolution geoid model using precise GPS observation and
 GD0811.processing techniques. It supersedes the leveled height previously
 GD0811.determined for this station.
 GD0811.The vertical order pertains to the first NAVD 88 superseded value.
 GD0811
 GD0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0811
 GD0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0811
 GD0811.The ellipsoidal height was determined by GPS observations
 GD0811.and is referenced to NAD 83.
 GD0811
 GD0811.The geoid height was determined by GEOID03.
 GD0811
 GD0811.The dynamic height is computed by dividing the NAVD 88
 GD0811.geopotential number by the normal gravity value computed on the
 GD0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0811.degrees latitude (g = 980.6199 gals.).
 GD0811
 GD0811.The modeled gravity was interpolated from observed gravity values.
 GD0811
 GD0811;                    North         East     Units Scale Factor Converg.
 GD0811;SPC TN       -   194,267.560   292,605.925   MT  0.99995459   -1 59 50.4
 GD0811;SPC TN       -   637,359.49    959,991.27   sFT  0.99995459   -1 59 50.4
 GD0811;UTM  16      - 3,990,631.837   282,719.409   MT  1.00018176   -1 25 09.6
 GD0811
 GD0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0811!SPC TN       -   0.99999121  x   0.99995459  =   0.99994580
 GD0811!UTM  16      -   0.99999121  x   1.00018176  =   1.00017297
 GD0811
 GD0811                          SUPERSEDED SURVEY CONTROL
 GD0811
 GD0811  NAVD 88 (06/15/91)   84.182  (m)          276.19   (f) ADJUSTED    2 0
 GD0811  NGVD 29 (??/??/??)   84.110  (m)          275.95   (f) ADJUSTED    2 0
 GD0811
 GD0811.Superseded values are not recommended for survey control.
 GD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0811.See file dsdata.txt to determine how the superseded data were derived.
 GD0811
 GD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8271990632(NAD 83)
 GD0811_MARKER: DB = BENCH MARK DISK
 GD0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0811_SP_SET: CULVERT
 GD0811_STAMPING: D 135 1957
 GD0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0811+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 GD0811
 GD0811  HISTORY     - Date     Condition        Report By
 GD0811  HISTORY     - 1957     MONUMENTED       CGS
 GD0811  HISTORY     - 20020419 GOOD             USACE
 GD0811  HISTORY     - 20020419 GOOD             USACE
 GD0811
 GD0811                          STATION DESCRIPTION
 GD0811
 GD0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0811'1.4 MI W FROM DYERSBURG.
 GD0811'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 GD0811'AT DYERSBURG, AT JUNCTION OF HIGHWAY 20 AND U.S. HIGHWAY 51
 GD0811'BY-PASS (PRESENTLY UNDER CONSTRUCTION), IN THE TOP OF THE NORTH
 GD0811'END OF THE EAST 15-FOOT CONCRETE HEAD WALL OF A 48-INCH PIPE
 GD0811'CULVERT UNDERCONNECTING ROAD BETWEEN HIGHWAY 20 AND BY-PASS,
 GD0811'254 FEET NORTH OF CENTER LINE OF CENTER LINE OF HIGHWAY 20, 26
 GD0811'FEET EAST OF CENTER LINE OF CONNECTING LANE, 69 FEET SOUTHEAST
 GD0811'OF CENTER LINE OF NORTH BOUND LANE OF HIGHWAY 51 BY-PASS AND ABOUT
 GD0811'LEVEL WITH ROADS.
 GD0811
 GD0811                          STATION RECOVERY (2002)
 GD0811
 GD0811'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0811'RECOVERED IN GOOD CONDITION.
 GD0811
 GD0811                          STATION RECOVERY (2002)
 GD0811
 GD0811'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0811'STATE HWY 20 IS NOW STATE HWY 104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0387 ***********************************************************************
 GD0387  DESIGNATION -  D 14
 GD0387  PID         -  GD0387
 GD0387  STATE/COUNTY-  TN/WEAKLEY
 GD0387  USGS QUAD   -  GARDNER (1985)
 GD0387
 GD0387                         *CURRENT SURVEY CONTROL
 GD0387  ___________________________________________________________________
 GD0387* NAD 83(1986)-  36 22 09.     (N)    088 55 23.     (W)     SCALED    
 GD0387* NAVD 88     -       100.530  (meters)     329.82   (feet)  ADJUSTED  
 GD0387  ___________________________________________________________________
 GD0387  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0387  DYNAMIC HT  -         100.449 (meters)     329.56  (feet)  COMP
 GD0387  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GD0387
 GD0387  VERT ORDER  -  SECOND    CLASS 0
 GD0387
 GD0387.The horizontal coordinates were scaled from a topographic map and have
 GD0387.an estimated accuracy of +/- 6 seconds.
 GD0387
 GD0387.The orthometric height was determined by differential leveling
 GD0387.and adjusted by the National Geodetic Survey in June 1991..
 GD0387
 GD0387.The geoid height was determined by GEOID03.
 GD0387
 GD0387.The dynamic height is computed by dividing the NAVD 88
 GD0387.geopotential number by the normal gravity value computed on the
 GD0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0387.degrees latitude (g = 980.6199 gals.).
 GD0387
 GD0387.The modeled gravity was interpolated from observed gravity values.
 GD0387
 GD0387;                    North         East    Units  Estimated Accuracy
 GD0387;SPC TN       -   229,800.      337,720.      MT  (+/- 180 meters Scaled)
 GD0387
 GD0387                          SUPERSEDED SURVEY CONTROL
 GD0387
 GD0387  NGVD 29 (??/??/??)  100.535  (m)          329.84   (f) ADJUSTED    2 0
 GD0387
 GD0387.Superseded values are not recommended for survey control.
 GD0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0387.See file dsdata.txt to determine how the superseded data were derived.
 GD0387
 GD0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF274266(NAD 83)
 GD0387_MARKER: DB = BENCH MARK DISK
 GD0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0387_SP_SET: CONCRETE BASE
 GD0387_STAMPING: D 14 1935
 GD0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0387
 GD0387  HISTORY     - Date     Condition        Report By
 GD0387  HISTORY     - 1935     MONUMENTED       CGS
 GD0387  HISTORY     - 1967     GOOD             CGS
 GD0387  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0387
 GD0387                          STATION DESCRIPTION
 GD0387
 GD0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0387'4.4 MI W FROM MARTIN.
 GD0387'THE MARK IS 4.4 MILES WEST ALONG STATE ROUTE 22 FROM MARTIN, AT
 GD0387'A THREE-SPAN, SKEW, CONCRETE BRIDGE, AND IN THE TOP OF THE EAST
 GD0387'END OF THE CONCRETE BASE OF THE SOUTH RAIL.  A STANDARD DISK
 GD0387'CEMENTED IN A DRILL HOLE AND THE DISK IS STAMPED D 14 1935.
 GD0387'NOTE-- HOWEVER, A DISCREPANCY WAS NOTED IN THE MILEAGE FROM
 GD0387'MARTIN TO THE MARK.
 GD0387
 GD0387                          STATION RECOVERY (2002)
 GD0387
 GD0387'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0387'MARK DESTROYED. BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0902 ***********************************************************************
 FC0902  DESIGNATION -  D 142
 FC0902  PID         -  FC0902
 FC0902  STATE/COUNTY-  TN/CUMBERLAND
 FC0902  USGS QUAD   -  CARDIFF (1990)
 FC0902
 FC0902                         *CURRENT SURVEY CONTROL
 FC0902  ___________________________________________________________________
 FC0902* NAD 83(1995)-  35 55 04.66688(N)    084 41 53.34924(W)     ADJUSTED  
 FC0902* NAVD 88     -       501.860  (meters)    1646.52   (feet)  ADJUSTED  
 FC0902  ___________________________________________________________________
 FC0902  X           -     477,881.442 (meters)                     COMP
 FC0902  Y           -  -5,149,600.234 (meters)                     COMP
 FC0902  Z           -   3,721,100.625 (meters)                     COMP
 FC0902  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 FC0902  ELLIP HEIGHT-         472.19  (meters)          (01/28/03) GPS OBS
 FC0902  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 FC0902  DYNAMIC HT  -         501.391 (meters)    1644.98  (feet)  COMP
 FC0902  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FC0902
 FC0902  HORZ ORDER  -  FIRST
 FC0902  VERT ORDER  -  SECOND    CLASS 0
 FC0902  ELLP ORDER  -  FIRST     CLASS I
 FC0902
 FC0902.This mark is at Rockwood Airport (RKW)
 FC0902
 FC0902.The horizontal coordinates were established by GPS observations
 FC0902.and adjusted by the National Geodetic Survey in January 2003..
 FC0902
 FC0902.The orthometric height was determined by differential leveling
 FC0902.and adjusted by the National Geodetic Survey in June 1991..
 FC0902
 FC0902.Photographs are available for this station.
 FC0902
 FC0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0902
 FC0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0902
 FC0902.The ellipsoidal height was determined by GPS observations
 FC0902.and is referenced to NAD 83.
 FC0902
 FC0902.The geoid height was determined by GEOID03.
 FC0902
 FC0902.The dynamic height is computed by dividing the NAVD 88
 FC0902.geopotential number by the normal gravity value computed on the
 FC0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0902.degrees latitude (g = 980.6199 gals.).
 FC0902
 FC0902.The modeled gravity was interpolated from observed gravity values.
 FC0902
 FC0902;                    North         East     Units Scale Factor Converg.
 FC0902;SPC TN       -   176,594.664   717,491.413   MT  0.99994947   +0 45 43.8
 FC0902;SPC TN       -   579,377.66  2,353,969.74   sFT  0.99994947   +0 45 43.8
 FC0902;UTM  16      - 3,977,297.588   707,692.260   MT  1.00013155   +1 21 02.9
 FC0902
 FC0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0902!SPC TN       -   0.99992589  x   0.99994947  =   0.99987537
 FC0902!UTM  16      -   0.99992589  x   1.00013155  =   1.00005744
 FC0902
 FC0902                          SUPERSEDED SURVEY CONTROL
 FC0902
 FC0902  NAVD 88 (01/28/03)  501.86   (m)         1646.5    (f) LEVELING    3  
 FC0902  NGVD 29 (??/??/92)  501.960  (m)         1646.85   (f) ADJ UNCH    2 0
 FC0902
 FC0902.Superseded values are not recommended for survey control.
 FC0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0902.See file dsdata.txt to determine how the superseded data were derived.
 FC0902
 FC0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0769277298(NAD 83)
 FC0902_MARKER: DB = BENCH MARK DISK
 FC0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0902_STAMPING: D 142 1967
 FC0902_MARK LOGO: CGS   
 FC0902_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0902+STABILITY: SURFACE MOTION
 FC0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0902+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 FC0902
 FC0902  HISTORY     - Date     Condition        Report By
 FC0902  HISTORY     - 1967     MONUMENTED       CGS
 FC0902  HISTORY     - 1972     GOOD             TVA
 FC0902  HISTORY     - 20020207 GOOD             NGS
 FC0902  HISTORY     - 20060304 GOOD             CAS
 FC0902
 FC0902                          STATION DESCRIPTION
 FC0902
 FC0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FC0902'3 MI N FROM ROCKWOOD.
 FC0902'FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST ON ROCKWOOD ST.,
 FC0902'FOR 0.6 MILE, THEN TURN RIGHT ON SPRING ST., AND GO .75 MILE TO
 FC0902'INTERSECTION, THEN GO LEFT (WEST) 2.45 MILES TO FORK, TAKE LEFT
 FC0902'FORK (NORTHWEST) 1.25 MILES TO FORK, TURN RIGHT (NORTH) 1.15
 FC0902'MILES TO CROSSROAD GO RIGHT 0.3 MILES TO AIRPORT AND STATION
 FC0902'SITE.  THE STATION IS 4.4 FT. SOUTHWEST OF THE SOUTHWEST EDGE OF
 FC0902'SIDEWALK, 4.8 FT. NORTHEAST OF NORTHEAST EDGE OF SIDEWALK, 5.6
 FC0902'FT. NORTHWEST OF NORTHWEST EDGE OF RAMP, AND 26.4 FT. SOUTHEAST
 FC0902'OF FRONT OF TERMINAL BUILDING.  STATION IS IN CENTER OF GRASS
 FC0902'AREA BETWEEN SIDEWALKS.
 FC0902
 FC0902                          STATION RECOVERY (1972)
 FC0902
 FC0902'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0902'RECOVERED IN GOOD CONDITION.
 FC0902
 FC0902                          STATION RECOVERY (2002)
 FC0902
 FC0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FC0902'THIS STATION IS ABOUT 3 MILES NORTHWEST OF THE TOWN OF ROCKWOOD, TN.
 FC0902'THE STATION IS
 FC0902'LOCATED AT THE ROCKWOOD MUNICIPAL AIRPORT (RKW) ON THE NORTH EAST
 FC0902'CORNER OF
 FC0902'TERMINAL ENTRANCE TO AIRCRAFT PARKING APRON.  OWNERSHIP IS THE TOWN OF
 FC0902'ROCKWOOD,P.O.
 FC0902'BOX 4,  ROCKWOOD, TN.  37854.  CONTACT AIRPORT MANAGER JEFF DIETZ
 FC0902'BEFORE ACESSING
 FC0902'AIRCRAFT MOVEMENT AREA.   PHONE (865) 354-3023.
 FC0902' 
 FC0902'TO REACH THIS STATION FROM INTERSTATE 40 AND THE AIRPORT ROAD OVERPASS
 FC0902'FOR
 FC0902'INTERSTATE 40, GO NORTHEASTERLY ON AIRPORT ROAD FOR 1.4 MILES TO
 FC0902'AIRPORT ENTRANCE
 FC0902'ROAD ON RIGHT.  TURN RIGHT, SOUTHEAST, FOR 0.3 MILES TO PARKING AREA
 FC0902'AND GATE ON RIGHT.
 FC0902'CONTINUE AHEAD, NORTHEAST, THROUGH THE GATE ON PAVED ACCESS ROAD FOR
 FC0902'0.05 MILES TO
 FC0902'AIRCRAFT PARKING APRON. CONTINUE NORTHEAST ACROSS APRON 0.05 MILES TO
 FC0902'STATION ON LEFT.
 FC0902' 
 FC0902'THE STATION IS A CONCRETE POST SET FLUSH WITH THE GROUND AND IN THE
 FC0902'CENTER OF  A GRASS
 FC0902'AREA BETWEEN TWO SIDEWALKS OF TERMINAL ENTRANCE.  IT IS 26.4 FT
 FC0902'SOUTHEAST OF THE
 FC0902'TERMINAL BUILDING, 5.6 FT NORTHWEST OF THE NORTHWEST EDGE OF THE
 FC0902'APRON, 4.4 FEET
 FC0902'SOUTHWEST OF THE SOUTHWEST EDGE OF SIDEWALK, AND 4.8 FEET NORTHEAST OF
 FC0902'THE
 FC0902'NORTHEAST EDGE OF SIDEWALK.
 FC0902' 
 FC0902' 
 FC0902' 
 FC0902'
 FC0902
 FC0902                          STATION RECOVERY (2006)
 FC0902
 FC0902'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 FC0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0828 ***********************************************************************
 FC0828  DESIGNATION -  D 15
 FC0828  PID         -  FC0828
 FC0828  STATE/COUNTY-  TN/RHEA
 FC0828  USGS QUAD   -  EVENSVILLE (1990)
 FC0828
 FC0828                         *CURRENT SURVEY CONTROL
 FC0828  ___________________________________________________________________
 FC0828* NAD 83(1986)-  35 31 08.     (N)    084 55 35.     (W)     SCALED    
 FC0828* NAVD 88     -       219.316  (meters)     719.54   (feet)  ADJUSTED  
 FC0828  ___________________________________________________________________
 FC0828  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC0828  DYNAMIC HT  -         219.108 (meters)     718.86  (feet)  COMP
 FC0828  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 FC0828
 FC0828  VERT ORDER  -  SECOND    CLASS 0
 FC0828
 FC0828.The horizontal coordinates were scaled from a topographic map and have
 FC0828.an estimated accuracy of +/- 6 seconds.
 FC0828
 FC0828.The orthometric height was determined by differential leveling
 FC0828.and adjusted by the National Geodetic Survey in June 1991..
 FC0828
 FC0828.The geoid height was determined by GEOID03.
 FC0828
 FC0828.The dynamic height is computed by dividing the NAVD 88
 FC0828.geopotential number by the normal gravity value computed on the
 FC0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0828.degrees latitude (g = 980.6199 gals.).
 FC0828
 FC0828.The modeled gravity was interpolated from observed gravity values.
 FC0828
 FC0828;                    North         East    Units  Estimated Accuracy
 FC0828;SPC TN       -   132,070.      697,380.      MT  (+/- 180 meters Scaled)
 FC0828
 FC0828                          SUPERSEDED SURVEY CONTROL
 FC0828
 FC0828  NGVD 29 (??/??/92)  219.394  (m)          719.80   (f) ADJ UNCH    2 0
 FC0828
 FC0828.Superseded values are not recommended for survey control.
 FC0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0828.See file dsdata.txt to determine how the superseded data were derived.
 FC0828
 FC0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE880325(NAD 83)
 FC0828_MARKER: DB = BENCH MARK DISK
 FC0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0828_SP_SET: CULVERT
 FC0828_STAMPING: D 15 1933
 FC0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0828
 FC0828  HISTORY     - Date     Condition        Report By
 FC0828  HISTORY     - 1933     MONUMENTED       CGS
 FC0828  HISTORY     - 1949     GOOD             NGS
 FC0828  HISTORY     - 1973     MARK NOT FOUND   TVA
 FC0828
 FC0828                          STATION DESCRIPTION
 FC0828
 FC0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0828'5.7 MI E FROM DAYTON.
 FC0828'5.7 MILES EAST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA COUNTY,
 FC0828'BETWEEN THE TOWN AND TENNESSEE RIVER, 1.6 MILES WEST OF
 FC0828'WASHINGTON, AT A CONCRETE CULVERT OVER A DRY BRANCH, AND IN THE
 FC0828'TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL, ABOUT 1.4
 FC0828'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED D 15 1933.
 FC0828
 FC0828                          STATION RECOVERY (1973)
 FC0828
 FC0828'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FC0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1005 ***********************************************************************
 FE1005  DESIGNATION -  D 155
 FE1005  PID         -  FE1005
 FE1005  STATE/COUNTY-  TN/HARDEMAN
 FE1005  USGS QUAD   -  SAULSBURY (1981)
 FE1005
 FE1005                         *CURRENT SURVEY CONTROL
 FE1005  ___________________________________________________________________
 FE1005* NAD 83(1986)-  35 02 51.     (N)    089 03 49.     (W)     SCALED    
 FE1005* NAVD 88     -       167.549  (meters)     549.70   (feet)  ADJUSTED  
 FE1005  ___________________________________________________________________
 FE1005  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE1005  DYNAMIC HT  -         167.390 (meters)     549.18  (feet)  COMP
 FE1005  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 FE1005
 FE1005  VERT ORDER  -  FIRST     CLASS II
 FE1005
 FE1005.The horizontal coordinates were scaled from a topographic map and have
 FE1005.an estimated accuracy of +/- 6 seconds.
 FE1005
 FE1005.The orthometric height was determined by differential leveling
 FE1005.and adjusted by the National Geodetic Survey in June 1991..
 FE1005
 FE1005.The geoid height was determined by GEOID03.
 FE1005
 FE1005.The dynamic height is computed by dividing the NAVD 88
 FE1005.geopotential number by the normal gravity value computed on the
 FE1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1005.degrees latitude (g = 980.6199 gals.).
 FE1005
 FE1005.The modeled gravity was interpolated from observed gravity values.
 FE1005
 FE1005;                    North         East    Units  Estimated Accuracy
 FE1005;SPC TN       -    83,610.      320,520.      MT  (+/- 180 meters Scaled)
 FE1005
 FE1005                          SUPERSEDED SURVEY CONTROL
 FE1005
 FE1005  NGVD 29 (??/??/??)  167.497  (m)          549.53   (f) ADJUSTED    1 2
 FE1005
 FE1005.Superseded values are not recommended for survey control.
 FE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1005.See file dsdata.txt to determine how the superseded data were derived.
 FE1005
 FE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD117802(NAD 83)
 FE1005_MARKER: DB = BENCH MARK DISK
 FE1005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1005_SP_SET: CONCRETE BASE
 FE1005_STAMPING: D 155 1944
 FE1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1005
 FE1005  HISTORY     - Date     Condition        Report By
 FE1005  HISTORY     - 1944     MONUMENTED       CGS
 FE1005  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1005
 FE1005                          STATION DESCRIPTION
 FE1005
 FE1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1005'1.4 MI E FROM SAULSBURY.
 FE1005'1.4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1005'SAULSBURY, HARDEMAN COUNTY, 0.2 MILE EAST OF MILEPOST 493, AT
 FE1005'BLOCK SIGNAL 4927 A, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 FE1005'CONCRETE BASE, 9.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 FE1005'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE1005'D 155 1944.
 FE1005
 FE1005                          STATION RECOVERY (1983)
 FE1005
 FE1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1005'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0557 ***********************************************************************
 FE0557  DESIGNATION -  D 156
 FE0557  PID         -  FE0557
 FE0557  STATE/COUNTY-  TN/MCNAIRY
 FE0557  USGS QUAD   -  GUYS (1983)
 FE0557
 FE0557                         *CURRENT SURVEY CONTROL
 FE0557  ___________________________________________________________________
 FE0557* NAD 83(1986)-  35 02 27.     (N)    088 34 01.     (W)     SCALED    
 FE0557* NAVD 88     -       133.148  (meters)     436.84   (feet)  ADJUSTED  
 FE0557  ___________________________________________________________________
 FE0557  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0557  DYNAMIC HT  -         133.022 (meters)     436.42  (feet)  COMP
 FE0557  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 FE0557
 FE0557  VERT ORDER  -  FIRST     CLASS II
 FE0557
 FE0557.The horizontal coordinates were scaled from a topographic map and have
 FE0557.an estimated accuracy of +/- 6 seconds.
 FE0557
 FE0557.The orthometric height was determined by differential leveling
 FE0557.and adjusted by the National Geodetic Survey in June 1991..
 FE0557
 FE0557.The geoid height was determined by GEOID03.
 FE0557
 FE0557.The dynamic height is computed by dividing the NAVD 88
 FE0557.geopotential number by the normal gravity value computed on the
 FE0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0557.degrees latitude (g = 980.6199 gals.).
 FE0557
 FE0557.The modeled gravity was interpolated from observed gravity values.
 FE0557
 FE0557;                    North         East    Units  Estimated Accuracy
 FE0557;SPC TN       -    81,570.      365,800.      MT  (+/- 180 meters Scaled)
 FE0557
 FE0557                          SUPERSEDED SURVEY CONTROL
 FE0557
 FE0557  NGVD 29 (??/??/??)  133.135  (m)          436.79   (f) ADJUSTED    1 2
 FE0557
 FE0557.Superseded values are not recommended for survey control.
 FE0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0557.See file dsdata.txt to determine how the superseded data were derived.
 FE0557
 FE0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD570786(NAD 83)
 FE0557_MARKER: DB = BENCH MARK DISK
 FE0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0557_STAMPING: D 156 1944
 FE0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0557+STABILITY: SURFACE MOTION
 FE0557
 FE0557  HISTORY     - Date     Condition        Report By
 FE0557  HISTORY     - 1944     MONUMENTED       CGS
 FE0557  HISTORY     - 1948     GOOD             CGS
 FE0557  HISTORY     - 1972     GOOD             TVA
 FE0557
 FE0557                          STATION DESCRIPTION
 FE0557
 FE0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0557'0.8 MI N FROM GUYS.
 FE0557'ABOUT 0.85 MILE NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0557'FROM THE STATION AT GUYS, ABOUT 85 YARDS NORTHWEST OF MILE POST
 FE0557'337, AT A PUBLIC ROAD CROSSING, 45 FEET SOUTHWEST OF THE
 FE0557'SOUTHWEST RAIL, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.3
 FE0557'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 5.5 FEET SOUTHEAST
 FE0557'OF A CURVE WITH TANGENTS SOUTHEAST AND WEST, 3 FEET NORTHWEST
 FE0557'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET
 FE0557'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- TVA
 FE0557'POST AND SIGN SET 1.5 SW FROM STATION MONUMENT IS FLUSH WITH
 FE0557'GROUND.  (DELETE WOOD WITNESS POST.)
 FE0557
 FE0557                          STATION RECOVERY (1972)
 FE0557
 FE0557'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0964 ***********************************************************************
 FE0964  DESIGNATION -  D 157
 FE0964  PID         -  FE0964
 FE0964  STATE/COUNTY-  TN/FAYETTE
 FE0964  USGS QUAD   -  MOSCOW (1965)
 FE0964
 FE0964                         *CURRENT SURVEY CONTROL
 FE0964  ___________________________________________________________________
 FE0964* NAD 83(1986)-  35 03 18.     (N)    089 29 35.     (W)     SCALED    
 FE0964* NAVD 88     -        98.881  (meters)     324.41   (feet)  ADJUSTED  
 FE0964  ___________________________________________________________________
 FE0964  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0964  DYNAMIC HT  -          98.789 (meters)     324.11  (feet)  COMP
 FE0964  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FE0964
 FE0964  VERT ORDER  -  FIRST     CLASS II
 FE0964
 FE0964.The horizontal coordinates were scaled from a topographic map and have
 FE0964.an estimated accuracy of +/- 6 seconds.
 FE0964
 FE0964.The orthometric height was determined by differential leveling
 FE0964.and adjusted by the National Geodetic Survey in June 1991..
 FE0964
 FE0964.The geoid height was determined by GEOID03.
 FE0964
 FE0964.The dynamic height is computed by dividing the NAVD 88
 FE0964.geopotential number by the normal gravity value computed on the
 FE0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0964.degrees latitude (g = 980.6199 gals.).
 FE0964
 FE0964.The modeled gravity was interpolated from observed gravity values.
 FE0964
 FE0964;                    North         East    Units  Estimated Accuracy
 FE0964;SPC TN       -    85,760.      281,390.      MT  (+/- 180 meters Scaled)
 FE0964
 FE0964                          SUPERSEDED SURVEY CONTROL
 FE0964
 FE0964  NGVD 29 (??/??/??)   98.826  (m)          324.23   (f) ADJUSTED    1 2
 FE0964
 FE0964.Superseded values are not recommended for survey control.
 FE0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0964.See file dsdata.txt to determine how the superseded data were derived.
 FE0964
 FE0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD726819(NAD 83)
 FE0964_MARKER: DB = BENCH MARK DISK
 FE0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0964_SP_SET: BLOCK SIGNAL
 FE0964_STAMPING: D 157 1944
 FE0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0964
 FE0964  HISTORY     - Date     Condition        Report By
 FE0964  HISTORY     - 1944     MONUMENTED       CGS
 FE0964  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0964
 FE0964                          STATION DESCRIPTION
 FE0964
 FE0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0964'5.3 MI W FROM MOSCOW.
 FE0964'5.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0964'MOSCOW, FAYETTE COUNTY, 140 FEET WEST OF MILEPOST 518, AT BLOCK
 FE0964'SIGNAL 5181 A, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 FE0964'BASE, 9.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 FE0964'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 157
 FE0964'1944.
 FE0964
 FE0964                          STATION RECOVERY (1983)
 FE0964
 FE0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0964'NOT SEARCHED FOR, LEVEL LINE REROUTED OFF RAILROAD TO STATE HIGHWAY
 FE0964'57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0546 ***********************************************************************
 FE0546  DESIGNATION -  D 158
 FE0546  PID         -  FE0546
 FE0546  STATE/COUNTY-  TN/MCNAIRY
 FE0546  USGS QUAD   -  PURDY (1984)
 FE0546
 FE0546                         *CURRENT SURVEY CONTROL
 FE0546  ___________________________________________________________________
 FE0546* NAD 83(1986)-  35 08 42.     (N)    088 36 08.     (W)     SCALED    
 FE0546* NAVD 88     -       131.817  (meters)     432.47   (feet)  ADJUSTED  
 FE0546  ___________________________________________________________________
 FE0546  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE0546  DYNAMIC HT  -         131.694 (meters)     432.07  (feet)  COMP
 FE0546  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FE0546
 FE0546  VERT ORDER  -  FIRST     CLASS II
 FE0546
 FE0546.The horizontal coordinates were scaled from a topographic map and have
 FE0546.an estimated accuracy of +/- 6 seconds.
 FE0546
 FE0546.The orthometric height was determined by differential leveling
 FE0546.and adjusted by the National Geodetic Survey in June 1991..
 FE0546
 FE0546.The geoid height was determined by GEOID03.
 FE0546
 FE0546.The dynamic height is computed by dividing the NAVD 88
 FE0546.geopotential number by the normal gravity value computed on the
 FE0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0546.degrees latitude (g = 980.6199 gals.).
 FE0546
 FE0546.The modeled gravity was interpolated from observed gravity values.
 FE0546
 FE0546;                    North         East    Units  Estimated Accuracy
 FE0546;SPC TN       -    93,210.      362,890.      MT  (+/- 180 meters Scaled)
 FE0546
 FE0546                          SUPERSEDED SURVEY CONTROL
 FE0546
 FE0546  NGVD 29 (??/??/??)  131.812  (m)          432.45   (f) ADJUSTED    1 2
 FE0546
 FE0546.Superseded values are not recommended for survey control.
 FE0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0546.See file dsdata.txt to determine how the superseded data were derived.
 FE0546
 FE0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD540902(NAD 83)
 FE0546_MARKER: DB = BENCH MARK DISK
 FE0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0546_STAMPING: D 158 1944
 FE0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0546+STABILITY: SURFACE MOTION
 FE0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0546+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE0546
 FE0546  HISTORY     - Date     Condition        Report By
 FE0546  HISTORY     - 1944     MONUMENTED       CGS
 FE0546  HISTORY     - 1948     GOOD             CGS
 FE0546  HISTORY     - 1972     GOOD             TVA
 FE0546  HISTORY     - 20020918 GOOD             USACE
 FE0546
 FE0546                          STATION DESCRIPTION
 FE0546
 FE0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0546'1.8 MI SW FROM SELMER.
 FE0546'ABOUT 1.8 MILES SOUTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0546'RAILROAD FROM THE STATION AT SELMER, ABOUT 0.15 MILE NORTH OF
 FE0546'MILE POST 346, ABOUT 145 YARDS SOUTH OF A PUBLIC ROAD CROSSING,
 FE0546'AT THE ABANDONED FALCON SIDING, 125 FEET EAST OF THE NORTHEAST
 FE0546'CORNER OF RAILROAD SECTION FORMANS RESIDENCE, 66 FEET NORTHWEST
 FE0546'OF THE CENTER OF A PRIVATE ROAD CROSSING, 47 FEET NORTH OF A
 FE0546'50-INCH OAK TREE, 12 FEET SOUTH OF A 50-INCH OAK TREE, 84 FEET
 FE0546'SOUTHEAST OF THE CENTER OF A CONCRETE CASING WELL, 40 FEET WEST
 FE0546'OF THE WEST RAIL OF THE TRACK, 2 FEET NORTH OF A WHITE WOODEN
 FE0546'WITNESS POST, 1.5 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 FE0546'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- A STEEL POST WAS SET
 FE0546'2 FEET NORTH OF MARKER.  EXCEPT THE 50 FT ELM HAS BEEN CUT.
 FE0546'PLUS OR MINUS 2 FT OF STUMP STILL REMAINS.
 FE0546
 FE0546                          STATION RECOVERY (1972)
 FE0546
 FE0546'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0546'RECOVERED IN GOOD CONDITION.
 FE0546
 FE0546                          STATION RECOVERY (2002)
 FE0546
 FE0546'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0546'PRIVATE ROAD CROSSING NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0502 ***********************************************************************
 FC0502  DESIGNATION -  D 16
 FC0502  PID         -  FC0502
 FC0502  STATE/COUNTY-  TN/POLK
 FC0502  USGS QUAD   -  ETOWAH (1975)
 FC0502
 FC0502                         *CURRENT SURVEY CONTROL
 FC0502  ___________________________________________________________________
 FC0502* NAD 83(1986)-  35 15 20.     (N)    084 33 05.     (W)     SCALED    
 FC0502* NAVD 88     -       248.749  (meters)     816.10   (feet)  ADJUSTED  
 FC0502  ___________________________________________________________________
 FC0502  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC0502  DYNAMIC HT  -         248.507 (meters)     815.31  (feet)  COMP
 FC0502  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 FC0502
 FC0502  VERT ORDER  -  SECOND    CLASS 0
 FC0502
 FC0502.The horizontal coordinates were scaled from a topographic map and have
 FC0502.an estimated accuracy of +/- 6 seconds.
 FC0502
 FC0502.The orthometric height was determined by differential leveling
 FC0502.and adjusted by the National Geodetic Survey in June 1991..
 FC0502
 FC0502.The geoid height was determined by GEOID03.
 FC0502
 FC0502.The dynamic height is computed by dividing the NAVD 88
 FC0502.geopotential number by the normal gravity value computed on the
 FC0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0502.degrees latitude (g = 980.6199 gals.).
 FC0502
 FC0502.The modeled gravity was interpolated from observed gravity values.
 FC0502
 FC0502;                    North         East    Units  Estimated Accuracy
 FC0502;SPC TN       -   103,300.      731,820.      MT  (+/- 180 meters Scaled)
 FC0502
 FC0502                          SUPERSEDED SURVEY CONTROL
 FC0502
 FC0502  NGVD 29 (??/??/92)  248.822  (m)          816.34   (f) ADJ UNCH    2 0
 FC0502
 FC0502.Superseded values are not recommended for survey control.
 FC0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0502.See file dsdata.txt to determine how the superseded data were derived.
 FC0502
 FC0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE227041(NAD 83)
 FC0502_MARKER: DB = BENCH MARK DISK
 FC0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0502_STAMPING: D 16 1933
 FC0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0502+STABILITY: SURFACE MOTION
 FC0502
 FC0502  HISTORY     - Date     Condition        Report By
 FC0502  HISTORY     - 1933     MONUMENTED       CGS
 FC0502  HISTORY     - 1949     GOOD             NGS
 FC0502
 FC0502                          STATION DESCRIPTION
 FC0502
 FC0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0502'AT WETMORE.
 FC0502'AT WETMORE, POLK COUNTY, 30 FEET SOUTH OF THE SOUTH END OF THE
 FC0502'LOUISVILLE AND NASHVILLE RAILROAD STATION, 100 FEET SOUTHEAST
 FC0502'OF THE POST OFFICE, 25.4 FEET WEST OF THE WEST RAIL OF THE
 FC0502'MAIN TRACK, AND ABOUT 3 FEET WEST OF A ROW OF POLES.  A STANDARD
 FC0502'DISK, STAMPED D 16 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0713 ***********************************************************************
 FE0713  DESIGNATION -  D 160
 FE0713  PID         -  FE0713
 FE0713  STATE/COUNTY-  TN/MADISON
 FE0713  USGS QUAD   -  JACKSON NORTH (1983)
 FE0713
 FE0713                         *CURRENT SURVEY CONTROL
 FE0713  ___________________________________________________________________
 FE0713* NAD 83(1986)-  35 40 29.     (N)    088 47 19.     (W)     SCALED    
 FE0713* NAVD 88     -       138.851  (meters)     455.55   (feet)  ADJUSTED  
 FE0713  ___________________________________________________________________
 FE0713  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0713  DYNAMIC HT  -         138.727 (meters)     455.14  (feet)  COMP
 FE0713  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 FE0713
 FE0713  VERT ORDER  -  FIRST     CLASS II
 FE0713
 FE0713.The horizontal coordinates were scaled from a topographic map and have
 FE0713.an estimated accuracy of +/- 6 seconds.
 FE0713
 FE0713.The orthometric height was determined by differential leveling
 FE0713.and adjusted by the National Geodetic Survey in June 1991..
 FE0713
 FE0713.The geoid height was determined by GEOID03.
 FE0713
 FE0713.The dynamic height is computed by dividing the NAVD 88
 FE0713.geopotential number by the normal gravity value computed on the
 FE0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0713.degrees latitude (g = 980.6199 gals.).
 FE0713
 FE0713.The modeled gravity was interpolated from observed gravity values.
 FE0713
 FE0713;                    North         East    Units  Estimated Accuracy
 FE0713;SPC TN       -   152,420.      347,590.      MT  (+/- 180 meters Scaled)
 FE0713
 FE0713                          SUPERSEDED SURVEY CONTROL
 FE0713
 FE0713  NGVD 29 (??/??/??)  138.889  (m)          455.67   (f) ADJUSTED    1 2
 FE0713
 FE0713.Superseded values are not recommended for survey control.
 FE0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0713.See file dsdata.txt to determine how the superseded data were derived.
 FE0713
 FE0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE381493(NAD 83)
 FE0713_MARKER: DB = BENCH MARK DISK
 FE0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0713_STAMPING: D 160 1944
 FE0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0713+STABILITY: SURFACE MOTION
 FE0713
 FE0713  HISTORY     - Date     Condition        Report By
 FE0713  HISTORY     - 1944     MONUMENTED       CGS
 FE0713  HISTORY     - 1959     GOOD             CGS
 FE0713
 FE0713                          STATION DESCRIPTION
 FE0713
 FE0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0713'4.2 MI N FROM JACKSON.
 FE0713'4.15 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0713'UNION STATION AT JACKSON, 2.6 MILES SOUTH OF THE STATION AT
 FE0713'OAKFIELD, 0.15 MILE NORTH OF A TRESTLE OVER A GRAVEL ROAD, 130
 FE0713'YARDS SOUTH OF MILEPOST C 466, AT A FIELD ROAD CROSSING, 24.5
 FE0713'FEET EAST OF THE EAST RAIL, 11 FEET NORTH OF THE CENTERLINE OF
 FE0713'THE FIELD ROAD, 23 FEET WEST OF A GATE POST, 63.5 FEET EAST AND
 FE0713'ACROSS THE TRACK FROM A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 FE0713'WOODEN WITNESS POST, LEVEL WITH THE TRACK AND SET IN THE TOP OF
 FE0713'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1266 ***********************************************************************
 GA1266  DESIGNATION -  D 162
 GA1266  PID         -  GA1266
 GA1266  STATE/COUNTY-  TN/HAWKINS
 GA1266  USGS QUAD   -  CHURCH HILL (1991)
 GA1266
 GA1266                         *CURRENT SURVEY CONTROL
 GA1266  ___________________________________________________________________
 GA1266* NAD 83(1986)-  36 35 37.     (N)    082 37 49.     (W)     SCALED    
 GA1266* NAVD 88     -       405.914  (meters)    1331.74   (feet)  ADJUSTED  
 GA1266  ___________________________________________________________________
 GA1266  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA1266  DYNAMIC HT  -         405.551 (meters)    1330.55  (feet)  COMP
 GA1266  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GA1266
 GA1266  VERT ORDER  -  FIRST     CLASS I
 GA1266
 GA1266.The horizontal coordinates were scaled from a topographic map and have
 GA1266.an estimated accuracy of +/- 6 seconds.
 GA1266
 GA1266.The orthometric height was determined by differential leveling
 GA1266.and adjusted by the National Geodetic Survey in June 1991..
 GA1266
 GA1266.The geoid height was determined by GEOID03.
 GA1266
 GA1266.The dynamic height is computed by dividing the NAVD 88
 GA1266.geopotential number by the normal gravity value computed on the
 GA1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1266.degrees latitude (g = 980.6199 gals.).
 GA1266
 GA1266.The modeled gravity was interpolated from observed gravity values.
 GA1266
 GA1266;                    North         East    Units  Estimated Accuracy
 GA1266;SPC TN       -   255,980.      901,490.      MT  (+/- 180 meters Scaled)
 GA1266
 GA1266                          SUPERSEDED SURVEY CONTROL
 GA1266
 GA1266  NGVD 29 (??/??/92)  406.057  (m)         1332.21   (f) ADJ UNCH    1 1
 GA1266
 GA1266.Superseded values are not recommended for survey control.
 GA1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1266.See file dsdata.txt to determine how the superseded data were derived.
 GA1266
 GA1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA541510(NAD 83)
 GA1266_MARKER: DB = BENCH MARK DISK
 GA1266_SETTING: 66 = SET IN ROCK OUTCROP
 GA1266_SP_SET: ROCK OUTCROP
 GA1266_STAMPING: D 162 1967
 GA1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1266+STABILITY: POSITION/ELEVATION WELL
 GA1266
 GA1266  HISTORY     - Date     Condition        Report By
 GA1266  HISTORY     - 1967     MONUMENTED       CGS
 GA1266  HISTORY     - 20050904 GOOD             GEOCAC
 GA1266
 GA1266                          STATION DESCRIPTION
 GA1266
 GA1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1266'7.8 MI NE FROM CHURCH HILL.
 GA1266'ABOUT 7.85 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1266'RAILROAD FROM THE STATION AT CHURCH HILL, OR ABOUT 2.15 MILES
 GA1266'SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 GA1266'PROSPECT METHODIST CHURCH AT YUMA, VIRGINIA, 0.1 MILE SOUTHWEST
 GA1266'OF MILEPOST 46, 163 FEET SOUTH AND ACROSS 7 TRACKS FROM A STEEL
 GA1266'MARKER POST WHICH IS LOCATED ON THE VIRGINIA-TENNESSEE BOUNDARY
 GA1266'LINE, 69 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 GA1266'SET IN THE TOP OF A 24- X 24-INCH ROCK OUTCROP IN THE SOUTHEAST
 GA1266'BANK OF A CUT FOR THE RAILROAD, 31 1/2 FEET SOUTHWEST OF A POWER
 GA1266'POLE WHICH BEARS A LIGHT, 16 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 GA1266'OF THE MOST SOUTHEASTERLY TRACK, ABOUT 2 FEET ABOVE THE LEVEL
 GA1266'OF THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GA1266
 GA1266                          STATION RECOVERY (2005)
 GA1266
 GA1266'RECOVERY NOTE BY GEOCACHING 2005 (CV)
 GA1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1844 ***********************************************************************
 GA1844  DESIGNATION -  D 163
 GA1844  PID         -  GA1844
 GA1844  STATE/COUNTY-  TN/HAWKINS
 GA1844  USGS QUAD   -  BULLS GAP (1976)
 GA1844
 GA1844                         *CURRENT SURVEY CONTROL
 GA1844  ___________________________________________________________________
 GA1844* NAD 83(1986)-  36 17 12.     (N)    083 03 08.     (W)     SCALED    
 GA1844* NAVD 88     -       355.356  (meters)    1165.86   (feet)  ADJUSTED  
 GA1844  ___________________________________________________________________
 GA1844  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1844  DYNAMIC HT  -         355.030 (meters)    1164.79  (feet)  COMP
 GA1844  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA1844
 GA1844  VERT ORDER  -  FIRST     CLASS I
 GA1844
 GA1844.The horizontal coordinates were scaled from a topographic map and have
 GA1844.an estimated accuracy of +/- 6 seconds.
 GA1844
 GA1844.The orthometric height was determined by differential leveling
 GA1844.and adjusted by the National Geodetic Survey in June 1991..
 GA1844
 GA1844.The geoid height was determined by GEOID03.
 GA1844
 GA1844.The dynamic height is computed by dividing the NAVD 88
 GA1844.geopotential number by the normal gravity value computed on the
 GA1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1844.degrees latitude (g = 980.6199 gals.).
 GA1844
 GA1844.The modeled gravity was interpolated from observed gravity values.
 GA1844
 GA1844;                    North         East    Units  Estimated Accuracy
 GA1844;SPC TN       -   220,710.      864,770.      MT  (+/- 180 meters Scaled)
 GA1844
 GA1844                          SUPERSEDED SURVEY CONTROL
 GA1844
 GA1844  NGVD 29 (??/??/92)  355.513  (m)         1166.38   (f) ADJ UNCH    1 1
 GA1844
 GA1844.Superseded values are not recommended for survey control.
 GA1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1844.See file dsdata.txt to determine how the superseded data were derived.
 GA1844
 GA1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA156176(NAD 83)
 GA1844_MARKER: DB = BENCH MARK DISK
 GA1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1844_SP_SET: CULVERT
 GA1844_STAMPING: D 163 1967
 GA1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1844
 GA1844  HISTORY     - Date     Condition        Report By
 GA1844  HISTORY     - 1967     MONUMENTED       CGS
 GA1844
 GA1844                          STATION DESCRIPTION
 GA1844
 GA1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1844'3 MI NE FROM BULLS GAP.
 GA1844'ABOUT 3.05 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1844'RAILROAD FROM THE STATION AT BULLS GAP, 0.3 MILE NORTHEAST OF
 GA1844'MILEPOST 84, 0.3 MILE NORTHEAST OF THE WHITE HORN STATION SIGN,
 GA1844'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 GA1844'HEAD WALL OF 2 40-INCH CORRUGATED METAL CULVERTS UNDER THE TRACK,
 GA1844'19 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, AND ABOUT
 GA1844'4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1760 ***********************************************************************
 GA1760  DESIGNATION -  D 164
 GA1760  PID         -  GA1760
 GA1760  STATE/COUNTY-  TN/COCKE
 GA1760  USGS QUAD   -  RANKIN (1980)
 GA1760
 GA1760                         *CURRENT SURVEY CONTROL
 GA1760  ___________________________________________________________________
 GA1760* NAD 83(1986)-  36 04 49.     (N)    083 14 37.     (W)     SCALED    
 GA1760* NAVD 88     -       307.510  (meters)    1008.89   (feet)  ADJUSTED  
 GA1760  ___________________________________________________________________
 GA1760  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1760  DYNAMIC HT  -         307.223 (meters)    1007.95  (feet)  COMP
 GA1760  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 GA1760
 GA1760  VERT ORDER  -  FIRST     CLASS I
 GA1760
 GA1760.The horizontal coordinates were scaled from a topographic map and have
 GA1760.an estimated accuracy of +/- 6 seconds.
 GA1760
 GA1760.The orthometric height was determined by differential leveling
 GA1760.and adjusted by the National Geodetic Survey in June 1991..
 GA1760
 GA1760.The geoid height was determined by GEOID03.
 GA1760
 GA1760.The dynamic height is computed by dividing the NAVD 88
 GA1760.geopotential number by the normal gravity value computed on the
 GA1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1760.degrees latitude (g = 980.6199 gals.).
 GA1760
 GA1760.The modeled gravity was interpolated from observed gravity values.
 GA1760
 GA1760;                    North         East    Units  Estimated Accuracy
 GA1760;SPC TN       -   197,320.      848,230.      MT  (+/- 180 meters Scaled)
 GA1760
 GA1760                          SUPERSEDED SURVEY CONTROL
 GA1760
 GA1760  NGVD 29 (??/??/92)  307.653  (m)         1009.36   (f) ADJ UNCH    1 1
 GA1760
 GA1760.Superseded values are not recommended for survey control.
 GA1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1760.See file dsdata.txt to determine how the superseded data were derived.
 GA1760
 GA1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV979951(NAD 83)
 GA1760_MARKER: DB = BENCH MARK DISK
 GA1760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1760_SP_SET: SIGNAL BASE
 GA1760_STAMPING: D 164 1967
 GA1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1760
 GA1760  HISTORY     - Date     Condition        Report By
 GA1760  HISTORY     - 1967     MONUMENTED       CGS
 GA1760
 GA1760                          STATION DESCRIPTION
 GA1760
 GA1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1760'3.5 MI SE FROM WHITE PINE.
 GA1760'ABOUT 3.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1760'RAILROAD FROM THE POST OFFICE AT WHITE PINE, AT THE NORTHWEST
 GA1760'END OF A SIDING, 0.5 MILE SOUTHEAST OF MILEPOST 216, 8 FEET
 GA1760'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET IN THE
 GA1760'CENTER OF THE TOP OF AN ABANDONED FOUNDATION FOR A SEMAPHORE,
 GA1760'137 FEET NORTHWEST OF A METAL BATTERY BOX WHICH IS LOCATED
 GA1760'ON THE SOUTHWEST SIDE OF THE TRACK, 86 FEET NORTHWEST OF A
 GA1760'SWITCH CONTROL, 21 FEET NORTHEAST AND ACROSS THE TRACK FROM A
 GA1760'SEMAPHORE, 16 FEET WEST OF A POLE, AND ABOUT 1/2 FOOT BELOW
 GA1760'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0686 ***********************************************************************
 FB0686  DESIGNATION -  D 165
 FB0686  PID         -  FB0686
 FB0686  STATE/COUNTY-  TN/COCKE
 FB0686  USGS QUAD   -  PAINT ROCK (1991)
 FB0686
 FB0686                         *CURRENT SURVEY CONTROL
 FB0686  ___________________________________________________________________
 FB0686* NAD 83(1986)-  35 55 05.     (N)    082 58 29.     (W)     SCALED    
 FB0686* NAVD 88     -       357.415  (meters)    1172.62   (feet)  ADJUSTED  
 FB0686  ___________________________________________________________________
 FB0686  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB0686  DYNAMIC HT  -         357.070 (meters)    1171.49  (feet)  COMP
 FB0686  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 FB0686
 FB0686  VERT ORDER  -  FIRST     CLASS I
 FB0686
 FB0686.The horizontal coordinates were scaled from a topographic map and have
 FB0686.an estimated accuracy of +/- 6 seconds.
 FB0686
 FB0686.The orthometric height was determined by differential leveling
 FB0686.and adjusted by the National Geodetic Survey in June 1991..
 FB0686
 FB0686.The geoid height was determined by GEOID03.
 FB0686
 FB0686.The dynamic height is computed by dividing the NAVD 88
 FB0686.geopotential number by the normal gravity value computed on the
 FB0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0686.degrees latitude (g = 980.6199 gals.).
 FB0686
 FB0686.The modeled gravity was interpolated from observed gravity values.
 FB0686
 FB0686;                    North         East    Units  Estimated Accuracy
 FB0686;SPC TN       -   180,040.      873,000.      MT  (+/- 180 meters Scaled)
 FB0686
 FB0686                          SUPERSEDED SURVEY CONTROL
 FB0686
 FB0686  NGVD 29 (??/??/92)  357.566  (m)         1173.11   (f) ADJ UNCH    1 1
 FB0686
 FB0686.Superseded values are not recommended for survey control.
 FB0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0686.See file dsdata.txt to determine how the superseded data were derived.
 FB0686
 FB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV218766(NAD 83)
 FB0686_MARKER: DB = BENCH MARK DISK
 FB0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0686_SP_SET: BUILDING
 FB0686_STAMPING: D 165 1967
 FB0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0686
 FB0686  HISTORY     - Date     Condition        Report By
 FB0686  HISTORY     - 1967     MONUMENTED       CGS
 FB0686
 FB0686                          STATION DESCRIPTION
 FB0686
 FB0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0686'4 MI E FROM DEL RIO.
 FB0686'ABOUT 4.0 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0686'FROM THE STATION AT DEL RIO, 13 1/2 RAILS SOUTH OF MILEPOST 191,
 FB0686'11 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, SET IN THE TOP
 FB0686'OF THE EAST CORNER OF THE SOUTHEAST CONCRETE FOOTING FOR A RADIO
 FB0686'TOWER, 14 1/2 FEET EAST OF TELEPHONE POLE NUMBER 40 F, 6 FEET
 FB0686'NORTH OF THE NORTHEAST CORNER OF METAL CONTROL BUILDING NUMBER
 FB0686'S 181-1, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 FB0686'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0205 ***********************************************************************
 GD0205  DESIGNATION -  D 166
 GD0205  PID         -  GD0205
 GD0205  STATE/COUNTY-  TN/HENRY
 GD0205  USGS QUAD   -  PARIS LANDING (1981)
 GD0205
 GD0205                         *CURRENT SURVEY CONTROL
 GD0205  ___________________________________________________________________
 GD0205* NAD 83(1986)-  36 25 37.     (N)    088 06 03.     (W)     SCALED    
 GD0205* NAVD 88     -       116.145  (meters)     381.05   (feet)  ADJUSTED  
 GD0205  ___________________________________________________________________
 GD0205  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GD0205  DYNAMIC HT  -         116.050 (meters)     380.74  (feet)  COMP
 GD0205  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GD0205
 GD0205  VERT ORDER  -  FIRST     CLASS II
 GD0205
 GD0205.The horizontal coordinates were scaled from a topographic map and have
 GD0205.an estimated accuracy of +/- 6 seconds.
 GD0205
 GD0205.The orthometric height was determined by differential leveling
 GD0205.and adjusted by the National Geodetic Survey in June 1991..
 GD0205
 GD0205.The geoid height was determined by GEOID03.
 GD0205
 GD0205.The dynamic height is computed by dividing the NAVD 88
 GD0205.geopotential number by the normal gravity value computed on the
 GD0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0205.degrees latitude (g = 980.6199 gals.).
 GD0205
 GD0205.The modeled gravity was interpolated from observed gravity values.
 GD0205
 GD0205;                    North         East    Units  Estimated Accuracy
 GD0205;SPC TN       -   234,310.      411,620.      MT  (+/- 180 meters Scaled)
 GD0205
 GD0205                          SUPERSEDED SURVEY CONTROL
 GD0205
 GD0205  NGVD 29 (??/??/??)  116.188  (m)          381.19   (f) ADJUSTED    1 2
 GD0205
 GD0205.Superseded values are not recommended for survey control.
 GD0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0205.See file dsdata.txt to determine how the superseded data were derived.
 GD0205
 GD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF013318(NAD 83)
 GD0205_MARKER: DB = BENCH MARK DISK
 GD0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0205_STAMPING: D 166 1947
 GD0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0205+STABILITY: SURFACE MOTION
 GD0205
 GD0205  HISTORY     - Date     Condition        Report By
 GD0205  HISTORY     - 1947     MONUMENTED       CGS
 GD0205  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0205
 GD0205                          STATION DESCRIPTION
 GD0205
 GD0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0205'18.2 MI NE FROM PARIS.
 GD0205'ABOUT 16.9 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0205'COURTHOUSE AT PARIS, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG OLD
 GD0205'STATE HIGHWAY 76, AND THENCE ABOUT 0.8 MILE SOUTH ALONG THE
 GD0205'GRAVEL ROAD LEADING TO THE EAGLE CREEK MALARIA CONTROL OPERATION
 GD0205'BASE, ABOUT 210 FEET SOUTHEAST OF THE EAGLE CREEK GAGING STATION,
 GD0205'AT THE OPERATION BASE, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GD0205'OF A WELL CURB, IN THE FOUNDATION OF THE STORAGE TANK, IN THE
 GD0205'NORTHEAST FACE OF THE NORTHWEST CONCRETE UPRIGHT, AND 2.3 FEET
 GD0205'ABOVE GROUND.
 GD0205
 GD0205                          STATION RECOVERY (1971)
 GD0205
 GD0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1654 ***********************************************************************
 GC1654  DESIGNATION -  D 167
 GC1654  PID         -  GC1654
 GC1654  STATE/COUNTY-  TN/HOUSTON
 GC1654  USGS QUAD   -  STEWART (1982)
 GC1654
 GC1654                         *CURRENT SURVEY CONTROL
 GC1654  ___________________________________________________________________
 GC1654* NAD 83(1986)-  36 19 04.     (N)    087 51 55.     (W)     SCALED    
 GC1654* NAVD 88     -       135.461  (meters)     444.43   (feet)  ADJUSTED  
 GC1654  ___________________________________________________________________
 GC1654  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1654  DYNAMIC HT  -         135.349 (meters)     444.06  (feet)  COMP
 GC1654  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 GC1654
 GC1654  VERT ORDER  -  FIRST     CLASS II
 GC1654
 GC1654.The horizontal coordinates were scaled from a topographic map and have
 GC1654.an estimated accuracy of +/- 6 seconds.
 GC1654
 GC1654.The orthometric height was determined by differential leveling
 GC1654.and adjusted by the National Geodetic Survey in June 1991..
 GC1654
 GC1654.The geoid height was determined by GEOID03.
 GC1654
 GC1654.The dynamic height is computed by dividing the NAVD 88
 GC1654.geopotential number by the normal gravity value computed on the
 GC1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1654.degrees latitude (g = 980.6199 gals.).
 GC1654
 GC1654.The modeled gravity was interpolated from observed gravity values.
 GC1654
 GC1654;                    North         East    Units  Estimated Accuracy
 GC1654;SPC TN       -   221,770.      432,510.      MT  (+/- 180 meters Scaled)
 GC1654
 GC1654                          SUPERSEDED SURVEY CONTROL
 GC1654
 GC1654  NGVD 29 (??/??/92)  135.498  (m)          444.55   (f) ADJ UNCH    1 2
 GC1654
 GC1654.Superseded values are not recommended for survey control.
 GC1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1654.See file dsdata.txt to determine how the superseded data were derived.
 GC1654
 GC1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF223195(NAD 83)
 GC1654_MARKER: DB = BENCH MARK DISK
 GC1654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1654_SP_SET: CULVERT
 GC1654_STAMPING: D 167 1947
 GC1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1654
 GC1654  HISTORY     - Date     Condition        Report By
 GC1654  HISTORY     - 1947     MONUMENTED       CGS
 GC1654  HISTORY     - 1972     GOOD             TVA
 GC1654  HISTORY     - 1987     GOOD             USPSQD
 GC1654
 GC1654                          STATION DESCRIPTION
 GC1654
 GC1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1654'1.4 MI W FROM STEWART.
 GC1654'1.4 MILES WEST ALONG THE DANVILLE-STEWART ROAD FROM THE
 GC1654'LOUISVILLE AND NASHVILLE RAILROAD STATION AT STEWART, ABOUT 100
 GC1654'YARDS NORTHEAST OF A CURVE WITH TANGENTS LEADING NORTHEAST AND
 GC1654'NORTHWEST, ABOUT 65 YARDS NORTHEAST OF A SMALL FRAME FARMHOUSE,
 GC1654'AT A 12-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHWEST
 GC1654'CONCRETE HEAD WALL, 1 FOOT NORTHEAST OF THE SOUTHWEST END, 14
 GC1654'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1-1/2
 GC1654'FEET HIGHER THAN THE ROAD.  NOTE-- 15.1 E FROM SE CORNER OF A
 GC1654'SMALL WOODEN SHED.
 GC1654
 GC1654                          STATION RECOVERY (1972)
 GC1654
 GC1654'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1654'RECOVERED IN GOOD CONDITION.
 GC1654
 GC1654                          STATION RECOVERY (1987)
 GC1654
 GC1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1573 ***********************************************************************
 GC1573  DESIGNATION -  D 168
 GC1573  PID         -  GC1573
 GC1573  STATE/COUNTY-  TN/HUMPHREYS
 GC1573  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1573
 GC1573                         *CURRENT SURVEY CONTROL
 GC1573  ___________________________________________________________________
 GC1573* NAD 83(1986)-  36 02 53.     (N)    087 55 15.     (W)     SCALED    
 GC1573* NAVD 88     -       117.584  (meters)     385.77   (feet)  ADJUSTED  
 GC1573  ___________________________________________________________________
 GC1573  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GC1573  DYNAMIC HT  -         117.484 (meters)     385.45  (feet)  COMP
 GC1573  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GC1573
 GC1573  VERT ORDER  -  FIRST     CLASS II
 GC1573
 GC1573.The horizontal coordinates were scaled from a topographic map and have
 GC1573.an estimated accuracy of +/- 6 seconds.
 GC1573
 GC1573.The orthometric height was determined by differential leveling
 GC1573.and adjusted by the National Geodetic Survey in June 1991..
 GC1573
 GC1573.The geoid height was determined by GEOID03.
 GC1573
 GC1573.The dynamic height is computed by dividing the NAVD 88
 GC1573.geopotential number by the normal gravity value computed on the
 GC1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1573.degrees latitude (g = 980.6199 gals.).
 GC1573
 GC1573.The modeled gravity was interpolated from observed gravity values.
 GC1573
 GC1573;                    North         East    Units  Estimated Accuracy
 GC1573;SPC TN       -   191,950.      426,940.      MT  (+/- 180 meters Scaled)
 GC1573
 GC1573                          SUPERSEDED SURVEY CONTROL
 GC1573
 GC1573  NGVD 29 (??/??/92)  117.616  (m)          385.88   (f) ADJ UNCH    1 2
 GC1573
 GC1573.Superseded values are not recommended for survey control.
 GC1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1573.See file dsdata.txt to determine how the superseded data were derived.
 GC1573
 GC1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE170896(NAD 83)
 GC1573_MARKER: DD = SURVEY DISK
 GC1573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1573_SP_SET: CULVERT
 GC1573_STAMPING: D 168 1947
 GC1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1573
 GC1573  HISTORY     - Date     Condition        Report By
 GC1573  HISTORY     - UNK      MONUMENTED       TVA
 GC1573  HISTORY     - 1947     GOOD             NGS
 GC1573  HISTORY     - 1961     GOOD             USGS
 GC1573  HISTORY     - 1972     GOOD             TVA
 GC1573
 GC1573                          STATION DESCRIPTION
 GC1573
 GC1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1573'8.1 MI W FROM WAVERLY.
 GC1573'8.1 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1573'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 4.6 MILES NORTHEAST OF
 GC1573'THE STATION AT JOHNSONVILLE, ABOUT 0.15 MILE EAST ALONG A GRAVEL
 GC1573'ROAD FROM THE POST OFFICE AT DENVER, 102 FEET SOUTH AND ACROSS
 GC1573'THE TRACK FROM THE FIRST POLE EAST OF POLE 74/30, AT THE CROSSING
 GC1573'OF THE GRAVEL ROAD LEADING INTO DENVER FROM U.S. HIGHWAY 70, AT
 GC1573'A 12-FOOT CONCRETE BOX CULVERT UNDER THE ROAD, IN THE CENTER OF
 GC1573'THE TOP OF THE WEST CONCRETE HEAD WALL, 70 FEET SOUTH OF THE
 GC1573'SOUTH RAIL, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 GC1573'ABOUT 8 FEET LOWER THAN THE TRACK.  NOTE-- THIS BENCH MARK WAS
 GC1573'RECOVERED AND STAMPED BY THIS PARTY.
 GC1573
 GC1573                          STATION RECOVERY (1961)
 GC1573
 GC1573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC1573'RECOVERED IN GOOD CONDITION.
 GC1573
 GC1573                          STATION RECOVERY (1972)
 GC1573
 GC1573'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1269 ***********************************************************************
 FD1269  DESIGNATION -  D 169
 FD1269  PID         -  FD1269
 FD1269  STATE/COUNTY-  TN/DECATUR
 FD1269  USGS QUAD   -  DANIELS LANDING (1992)
 FD1269
 FD1269                         *CURRENT SURVEY CONTROL
 FD1269  ___________________________________________________________________
 FD1269* NAD 83(1986)-  35 47 38.     (N)    087 59 02.     (W)     SCALED    
 FD1269* NAVD 88     -       111.110  (meters)     364.53   (feet)  ADJUSTED  
 FD1269  ___________________________________________________________________
 FD1269  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD1269  DYNAMIC HT  -         111.014 (meters)     364.22  (feet)  COMP
 FD1269  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1269
 FD1269  VERT ORDER  -  FIRST     CLASS II
 FD1269
 FD1269.The horizontal coordinates were scaled from a topographic map and have
 FD1269.an estimated accuracy of +/- 6 seconds.
 FD1269
 FD1269.The orthometric height was determined by differential leveling
 FD1269.and adjusted by the National Geodetic Survey in June 1991..
 FD1269
 FD1269.The geoid height was determined by GEOID03.
 FD1269
 FD1269.The dynamic height is computed by dividing the NAVD 88
 FD1269.geopotential number by the normal gravity value computed on the
 FD1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1269.degrees latitude (g = 980.6199 gals.).
 FD1269
 FD1269.The modeled gravity was interpolated from observed gravity values.
 FD1269
 FD1269;                    North         East    Units  Estimated Accuracy
 FD1269;SPC TN       -   163,870.      420,680.      MT  (+/- 180 meters Scaled)
 FD1269
 FD1269                          SUPERSEDED SURVEY CONTROL
 FD1269
 FD1269  NGVD 29 (??/??/92)  111.131  (m)          364.60   (f) ADJ UNCH    1 2
 FD1269
 FD1269.Superseded values are not recommended for survey control.
 FD1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1269.See file dsdata.txt to determine how the superseded data were derived.
 FD1269
 FD1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE110615(NAD 83)
 FD1269_MARKER: DB = BENCH MARK DISK
 FD1269_SETTING: 0 = UNSPECIFIED SETTING
 FD1269_STAMPING: D 169 1947
 FD1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1269
 FD1269  HISTORY     - Date     Condition        Report By
 FD1269  HISTORY     - 1947     MONUMENTED       CGS
 FD1269  HISTORY     - 1973     GOOD             TVA
 FD1269
 FD1269                          STATION DESCRIPTION
 FD1269
 FD1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FD1269'19.8 MI NE FROM PARSONS.
 FD1269'ABOUT 15.2 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION WITH
 FD1269'STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, THENCE
 FD1269'ABOUT 0.3 MILE EAST AND 1.2 MILES SOUTHEAST ALONG HOG CREEK ROAD,
 FD1269'THENCE ABOUT 2.0 MILES EAST ALONG THE EAST FORK OF HOG CREEK ROAD,
 FD1269'AND THENCE ABOUT 1.1 MILES EAST ALONG A DIM ROAD LEADING TO
 FD1269'TENNESSEE RIVER, ABOUT 4.4 MILES SOUTHEAST OF THE POST OFFICE AT
 FD1269'SUGAR TREE, ABOUT 0.4 MILE WEST ALONG A VERY DIM ROAD FROM A
 FD1269'POINT ON THE WEST BANK OF TENNESSEE RIVER OPPOSITE BRITTS LANDING,
 FD1269'ON THE WEST BANK OF A SLOUGH, AT THE JUNCTION OF A DIM LOGGING
 FD1269'ROAD LEADING NORTH, 40 FEET EAST OF THE CENTER LINE OF THE
 FD1269'LOGGING ROAD, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD
 FD1269'LEADING TO THE RIVER, 56 FEET WEST OF A BLAZED TWIN OAK TREE,
 FD1269'26 FEET NORTH ACROSS THE ROAD FROM A BLAZED GUM TREE, IN THE
 FD1269'TOP OF THE SOUTH END OF A SANDSTONE OUTCROP, AND ABOUT 3 FEET
 FD1269'HIGHER THAN THE ROAD.  NOTE-- STATION IS ON LEFT BANK OF KY
 FD1269'RESERVOIR OPPOSITE RIVER MILE 121.75 ABOUT 165 FT SOUTH FROM
 FD1269'TVA BOUNDARY LINE NEAR CAT CAVE AND ABOUT 6.0 FT LOWER THAN NORTH
 FD1269'AND SOUTH RD. 11.1 FT S 85 W TO 8 IN RED OAK, 21.0 FT N 30 E
 FD1269'TO 10 IN WHITE OAK.
 FD1269
 FD1269                          STATION RECOVERY (1973)
 FD1269
 FD1269'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1254 ***********************************************************************
 FD1254  DESIGNATION -  D 170
 FD1254  PID         -  FD1254
 FD1254  STATE/COUNTY-  TN/PERRY
 FD1254  USGS QUAD   -  POPE (1973)
 FD1254
 FD1254                         *CURRENT SURVEY CONTROL
 FD1254  ___________________________________________________________________
 FD1254* NAD 83(1986)-  35 32 48.     (N)    087 57 35.     (W)     SCALED    
 FD1254* NAVD 88     -       114.926  (meters)     377.05   (feet)  ADJUSTED  
 FD1254  ___________________________________________________________________
 FD1254  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1254  DYNAMIC HT  -         114.821 (meters)     376.71  (feet)  COMP
 FD1254  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FD1254
 FD1254  VERT ORDER  -  FIRST     CLASS II
 FD1254
 FD1254.The horizontal coordinates were scaled from a topographic map and have
 FD1254.an estimated accuracy of +/- 6 seconds.
 FD1254
 FD1254.The orthometric height was determined by differential leveling
 FD1254.and adjusted by the National Geodetic Survey in June 1991..
 FD1254
 FD1254.The geoid height was determined by GEOID03.
 FD1254
 FD1254.The dynamic height is computed by dividing the NAVD 88
 FD1254.geopotential number by the normal gravity value computed on the
 FD1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1254.degrees latitude (g = 980.6199 gals.).
 FD1254
 FD1254.The modeled gravity was interpolated from observed gravity values.
 FD1254
 FD1254;                    North         East    Units  Estimated Accuracy
 FD1254;SPC TN       -   136,400.      422,320.      MT  (+/- 180 meters Scaled)
 FD1254
 FD1254                          SUPERSEDED SURVEY CONTROL
 FD1254
 FD1254  NGVD 29 (??/??/92)  114.934  (m)          377.08   (f) ADJ UNCH    1 2
 FD1254
 FD1254.Superseded values are not recommended for survey control.
 FD1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1254.See file dsdata.txt to determine how the superseded data were derived.
 FD1254
 FD1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE130340(NAD 83)
 FD1254_MARKER: DD = SURVEY DISK
 FD1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1254_SP_SET: CULVERT
 FD1254_STAMPING: D 170 1947
 FD1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1254
 FD1254  HISTORY     - Date     Condition        Report By
 FD1254  HISTORY     - 1947     MONUMENTED       TVA
 FD1254  HISTORY     - 1947     GOOD             NGS
 FD1254
 FD1254                          STATION DESCRIPTION
 FD1254
 FD1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1254'9.2 MI SE FROM POPE.
 FD1254'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM ITS
 FD1254'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1254'MILES EAST ALONG A GRAVEL ROAD, THENCE ABOUT 4.85 MILES SOUTH
 FD1254'ALONG A GRAVEL ROAD, ABOUT 0.65 MILE NORTH OF MOORES GENERAL
 FD1254'STORE, AT THE FOOT OF A STEEP GRADE, AT THE DRIVE WAY TO A
 FD1254'FARM HOUSE, SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEAD
 FD1254'WALL OF A DOUBLE 16-FOOT CONCRETE BOX CULVERT, 55 FEET SOUTHEAST
 FD1254'OF THE CENTER LINE OF THE DRIVE, 14 FEET NORTHEAST OF THE CENTER
 FD1254'LINE OF THE ROAD, AND ABOUT 2.5 FEET BELOW THE ROAD.  MARK FOUND
 FD1254'UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0227 ***********************************************************************
 FE0227  DESIGNATION -  D 171
 FE0227  PID         -  FE0227
 FE0227  STATE/COUNTY-  TN/HARDIN
 FE0227  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0227
 FE0227                         *CURRENT SURVEY CONTROL
 FE0227  ___________________________________________________________________
 FE0227* NAD 83(1986)-  35 16 34.     (N)    088 17 34.     (W)     SCALED    
 FE0227* NAVD 88     -       128.945  (meters)     423.05   (feet)  ADJUSTED  
 FE0227  ___________________________________________________________________
 FE0227  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE0227  DYNAMIC HT  -         128.828 (meters)     422.66  (feet)  COMP
 FE0227  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FE0227
 FE0227  VERT ORDER  -  FIRST     CLASS II
 FE0227
 FE0227.The horizontal coordinates were scaled from a topographic map and have
 FE0227.an estimated accuracy of +/- 6 seconds.
 FE0227
 FE0227.The orthometric height was determined by differential leveling
 FE0227.and adjusted by the National Geodetic Survey in June 1991..
 FE0227
 FE0227.The geoid height was determined by GEOID03.
 FE0227
 FE0227.The dynamic height is computed by dividing the NAVD 88
 FE0227.geopotential number by the normal gravity value computed on the
 FE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0227.degrees latitude (g = 980.6199 gals.).
 FE0227
 FE0227.The modeled gravity was interpolated from observed gravity values.
 FE0227
 FE0227;                    North         East    Units  Estimated Accuracy
 FE0227;SPC TN       -   107,050.      391,420.      MT  (+/- 180 meters Scaled)
 FE0227
 FE0227                          SUPERSEDED SURVEY CONTROL
 FE0227
 FE0227  NGVD 29 (??/??/??)  128.956  (m)          423.08   (f) ADJUSTED    1 2
 FE0227
 FE0227.Superseded values are not recommended for survey control.
 FE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0227.See file dsdata.txt to determine how the superseded data were derived.
 FE0227
 FE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824044(NAD 83)
 FE0227_MARKER: DD = SURVEY DISK
 FE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0227_STAMPING: D 171 1947
 FE0227_MARK LOGO: TVA   
 FE0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0227+STABILITY: SURFACE MOTION
 FE0227
 FE0227  HISTORY     - Date     Condition        Report By
 FE0227  HISTORY     - 1947     MONUMENTED       TVA
 FE0227  HISTORY     - 1947     GOOD             CGS
 FE0227  HISTORY     - 1973     GOOD             TVA
 FE0227
 FE0227                          STATION DESCRIPTION
 FE0227
 FE0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0227'6.2 MI NW FROM SAVANNAH.
 FE0227'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0227'SAVANNAH, THENCE ABOUT 4.05 MILES NORTH ALONG STATE HIGHWAY 22,
 FE0227'ABOUT 0.3 MILE NORTH OF THE ENTRANCE TO COFFEE LANDING, AT
 FE0227'THE JUNCTION OF A DIM ROAD LEADING EAST TO THE COFFEE LANDING
 FE0227'GAGING STATION, 240 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FE0227'THE CONCRETE GAGE STATION, 62 FEET EAST OF THE CENTER LINE OF THE
 FE0227'HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF THE DIM ROAD, 2 FEET
 FE0227'SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY
 FE0227'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0227'NOTE-- A STEEL POST WAS SET 2.0 FEET SOUTH OF MARKER, 11.7 SW
 FE0227'TO 18 IN PINE, 9.4 N 60 W TO 14 IN PINE.
 FE0227
 FE0227                          STATION RECOVERY (1973)
 FE0227
 FE0227'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0470 ***********************************************************************
 GC0470  DESIGNATION -  D 172
 GC0470  PID         -  GC0470
 GC0470  STATE/COUNTY-  TN/DAVIDSON
 GC0470  USGS QUAD   -  BELLEVUE (1983)
 GC0470
 GC0470                         *CURRENT SURVEY CONTROL
 GC0470  ___________________________________________________________________
 GC0470* NAD 83(1986)-  36 04 06.     (N)    086 56 44.     (W)     SCALED    
 GC0470* NAVD 88     -       178.621  (meters)     586.03   (feet)  ADJUSTED  
 GC0470  ___________________________________________________________________
 GC0470  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0470  DYNAMIC HT  -         178.465 (meters)     585.51  (feet)  COMP
 GC0470  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 GC0470
 GC0470  VERT ORDER  -  FIRST     CLASS II
 GC0470
 GC0470.The horizontal coordinates were scaled from a topographic map and have
 GC0470.an estimated accuracy of +/- 6 seconds.
 GC0470
 GC0470.The orthometric height was determined by differential leveling
 GC0470.and adjusted by the National Geodetic Survey in June 1991..
 GC0470
 GC0470.The geoid height was determined by GEOID03.
 GC0470
 GC0470.The dynamic height is computed by dividing the NAVD 88
 GC0470.geopotential number by the normal gravity value computed on the
 GC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0470.degrees latitude (g = 980.6199 gals.).
 GC0470
 GC0470.The modeled gravity was interpolated from observed gravity values.
 GC0470
 GC0470;                    North         East    Units  Estimated Accuracy
 GC0470;SPC TN       -   192,910.      514,820.      MT  (+/- 180 meters Scaled)
 GC0470
 GC0470                          SUPERSEDED SURVEY CONTROL
 GC0470
 GC0470  NGVD 29 (??/??/92)  178.640  (m)          586.09   (f) ADJ UNCH    1 2
 GC0470
 GC0470.Superseded values are not recommended for survey control.
 GC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0470.See file dsdata.txt to determine how the superseded data were derived.
 GC0470
 GC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE049915(NAD 83)
 GC0470_MARKER: DB = BENCH MARK DISK
 GC0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0470_STAMPING: D 172 1948
 GC0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0470+STABILITY: SURFACE MOTION
 GC0470
 GC0470  HISTORY     - Date     Condition        Report By
 GC0470  HISTORY     - 1948     MONUMENTED       CGS
 GC0470
 GC0470                          STATION DESCRIPTION
 GC0470
 GC0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC0470'0.4 MI W FROM BELLEVUE.
 GC0470'0.4 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC0470'RAILWAY FROM THE MAIN ROAD CROSSING AT BELLEVUE, ABOUT 5 1/2
 GC0470'RAILS EAST OF THE WEST END OF A SIDE TRACK, IN THE SOUTHWEST
 GC0470'ANGLE OF A PRIVATE ROAD CROSSING LEADING TO A WHITE FRAME HOUSE,
 GC0470'50.5 FEET SOUTHEAST AND ACROSS TRACK FROM POLE 12+30, 27 FEET SOUTH
 GC0470'OF THE SOUTH RAIL OF THE MAIN TRACK, 11 FEET WEST OF THE CENTER
 GC0470'LINE OF THE ROAD, 25 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 GC0470'POWER POLE, 5.5 FEET NORTHWEST OF A GATE POST, 2.5 FEET NORTHEAST OF
 GC0470'A FENCE CORNER, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 GC0470'1 1/2 FEET BELOW THE CROSSING AND SET IN THE TOP OF A CONCRETE
 GC0470'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1547 ***********************************************************************
 GC1547  DESIGNATION -  D 173
 GC1547  PID         -  GC1547
 GC1547  STATE/COUNTY-  TN/HUMPHREYS
 GC1547  USGS QUAD   -  MC EWEN (1982)
 GC1547
 GC1547                         *CURRENT SURVEY CONTROL
 GC1547  ___________________________________________________________________
 GC1547* NAD 83(1986)-  36 06 16.     (N)    087 39 19.     (W)     SCALED    
 GC1547* NAVD 88     -       239.136  (meters)     784.57   (feet)  ADJUSTED  
 GC1547  ___________________________________________________________________
 GC1547  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1547  DYNAMIC HT  -         238.927 (meters)     783.88  (feet)  COMP
 GC1547  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 GC1547
 GC1547  VERT ORDER  -  FIRST     CLASS II
 GC1547
 GC1547.The horizontal coordinates were scaled from a topographic map and have
 GC1547.an estimated accuracy of +/- 6 seconds.
 GC1547
 GC1547.The orthometric height was determined by differential leveling
 GC1547.and adjusted by the National Geodetic Survey in June 1991..
 GC1547
 GC1547.The geoid height was determined by GEOID03.
 GC1547
 GC1547.The dynamic height is computed by dividing the NAVD 88
 GC1547.geopotential number by the normal gravity value computed on the
 GC1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1547.degrees latitude (g = 980.6199 gals.).
 GC1547
 GC1547.The modeled gravity was interpolated from observed gravity values.
 GC1547
 GC1547;                    North         East    Units  Estimated Accuracy
 GC1547;SPC TN       -   197,760.      450,960.      MT  (+/- 180 meters Scaled)
 GC1547
 GC1547                          SUPERSEDED SURVEY CONTROL
 GC1547
 GC1547  NGVD 29 (??/??/92)  239.139  (m)          784.58   (f) ADJ UNCH    1 2
 GC1547
 GC1547.Superseded values are not recommended for survey control.
 GC1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1547.See file dsdata.txt to determine how the superseded data were derived.
 GC1547
 GC1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE410957(NAD 83)
 GC1547_MARKER: DB = BENCH MARK DISK
 GC1547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1547_SP_SET: CULVERT
 GC1547_STAMPING: D 173 1948
 GC1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1547
 GC1547  HISTORY     - Date     Condition        Report By
 GC1547  HISTORY     - 1948     MONUMENTED       CGS
 GC1547  HISTORY     - 1972     GOOD             TVA
 GC1547  HISTORY     - 1988     GOOD             USPSQD
 GC1547
 GC1547                          STATION DESCRIPTION
 GC1547
 GC1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1547'1.2 MI W FROM MC EWEN.
 GC1547'1.2 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1547'RAILWAY FROM THE STATION AT MC EWEN, ABOUT 0.1 MILE WEST OF MILE
 GC1547'POST 58, 54 FEET SOUTHEAST OF POLE 58+5, 9 FEET NORTH OF THE NORTH
 GC1547'RAIL, SET IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 GC1547'26-INCH CONCRETE PIPE CULVERT, ABOUT 1 1/2 FEET BELOW THE TRACK
 GC1547'LEVEL.
 GC1547
 GC1547                          STATION RECOVERY (1972)
 GC1547
 GC1547'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1547'RECOVERED IN GOOD CONDITION.
 GC1547
 GC1547                          STATION RECOVERY (1988)
 GC1547
 GC1547'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0563 ***********************************************************************
 FE0563  DESIGNATION -  D 174
 FE0563  PID         -  FE0563
 FE0563  STATE/COUNTY-  TN/MCNAIRY
 FE0563  USGS QUAD   -  GUYS (1983)
 FE0563
 FE0563                         *CURRENT SURVEY CONTROL
 FE0563  ___________________________________________________________________
 FE0563* NAD 83(1986)-  35 00 25.     (N)    088 31 53.     (W)     SCALED    
 FE0563* NAVD 88     -       146.295  (meters)     479.97   (feet)  ADJUSTED  
 FE0563  ___________________________________________________________________
 FE0563  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE0563  DYNAMIC HT  -         146.157 (meters)     479.52  (feet)  COMP
 FE0563  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 FE0563
 FE0563  VERT ORDER  -  FIRST     CLASS II
 FE0563
 FE0563.The horizontal coordinates were scaled from a topographic map and have
 FE0563.an estimated accuracy of +/- 6 seconds.
 FE0563
 FE0563.The orthometric height was determined by differential leveling
 FE0563.and adjusted by the National Geodetic Survey in June 1991..
 FE0563
 FE0563.The geoid height was determined by GEOID03.
 FE0563
 FE0563.The dynamic height is computed by dividing the NAVD 88
 FE0563.geopotential number by the normal gravity value computed on the
 FE0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0563.degrees latitude (g = 980.6199 gals.).
 FE0563
 FE0563.The modeled gravity was interpolated from observed gravity values.
 FE0563
 FE0563;                    North         East    Units  Estimated Accuracy
 FE0563;SPC TN       -    77,730.      368,950.      MT  (+/- 180 meters Scaled)
 FE0563
 FE0563                          SUPERSEDED SURVEY CONTROL
 FE0563
 FE0563  NGVD 29 (??/??/??)  146.279  (m)          479.92   (f) ADJUSTED    1 2
 FE0563
 FE0563.Superseded values are not recommended for survey control.
 FE0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0563.See file dsdata.txt to determine how the superseded data were derived.
 FE0563
 FE0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD602748(NAD 83)
 FE0563_MARKER: DB = BENCH MARK DISK
 FE0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0563_STAMPING: D 174 1948
 FE0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0563+STABILITY: SURFACE MOTION
 FE0563
 FE0563  HISTORY     - Date     Condition        Report By
 FE0563  HISTORY     - 1948     MONUMENTED       CGS
 FE0563  HISTORY     - 1972     GOOD             TVA
 FE0563
 FE0563                          STATION DESCRIPTION
 FE0563
 FE0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0563'2.3 MI SE FROM GUYS.
 FE0563'ABOUT 2.3 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0563'RAILROAD FROM THE STATION AT GUYS, ABOUT 0.8 MILE NORTH OF THE
 FE0563'MISSISSIPPI-TENNESSEE STATE LINE, ABOUT 0.1 MILE SOUTH OF MILE
 FE0563'POST 334, AT A FIELD ROAD CROSSING, 46.5 FEET EAST OF THE EAST
 FE0563'RAIL, 20 FEET NORTHWEST OF THE CENTER LINE OF THE FIELD ROAD,
 FE0563'60.5 FEET SOUTHEAST OF A TELEPHONE POLE, 56 FEET NORTHEAST OF THE
 FE0563'CENTER OF THE CROSSING, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE0563'POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE, ABOUT 5.5 FEET
 FE0563'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0563'4 INCHES.  NOTE-- POST AND SIGN SET 2 FT W OF MONUMENT LARGE
 FE0563'WHITE CROSS PAINTED OF TELEPHONE POLE AND LETTERS BM PAINTED ON
 FE0563'CROSSTIE IN MIDDLE OF RR OPPOSITE MONUMENT.
 FE0563
 FE0563                          STATION RECOVERY (1972)
 FE0563
 FE0563'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0409 ***********************************************************************
 FE0409  DESIGNATION -  D 175
 FE0409  PID         -  FE0409
 FE0409  STATE/COUNTY-  TN/MCNAIRY
 FE0409  USGS QUAD   -  STANTONVILLE (1992)
 FE0409
 FE0409                         *CURRENT SURVEY CONTROL
 FE0409  ___________________________________________________________________
 FE0409* NAD 83(1986)-  35 13 31.     (N)    088 24 52.     (W)     SCALED    
 FE0409* NAVD 88     -       128.524  (meters)     421.67   (feet)  ADJUSTED  
 FE0409  ___________________________________________________________________
 FE0409  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0409  DYNAMIC HT  -         128.407 (meters)     421.28  (feet)  COMP
 FE0409  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 FE0409
 FE0409  VERT ORDER  -  FIRST     CLASS II
 FE0409
 FE0409.The horizontal coordinates were scaled from a topographic map and have
 FE0409.an estimated accuracy of +/- 6 seconds.
 FE0409
 FE0409.The orthometric height was determined by differential leveling
 FE0409.and adjusted by the National Geodetic Survey in June 1991..
 FE0409
 FE0409.The geoid height was determined by GEOID03.
 FE0409
 FE0409.The dynamic height is computed by dividing the NAVD 88
 FE0409.geopotential number by the normal gravity value computed on the
 FE0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0409.degrees latitude (g = 980.6199 gals.).
 FE0409
 FE0409.The modeled gravity was interpolated from observed gravity values.
 FE0409
 FE0409;                    North         East    Units  Estimated Accuracy
 FE0409;SPC TN       -   101,670.      380,220.      MT  (+/- 180 meters Scaled)
 FE0409
 FE0409                          SUPERSEDED SURVEY CONTROL
 FE0409
 FE0409  NGVD 29 (??/??/??)  128.529  (m)          421.68   (f) ADJUSTED    1 2
 FE0409
 FE0409.Superseded values are not recommended for survey control.
 FE0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0409.See file dsdata.txt to determine how the superseded data were derived.
 FE0409
 FE0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD712989(NAD 83)
 FE0409_MARKER: DB = BENCH MARK DISK
 FE0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0409_STAMPING: D 175 1949
 FE0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0409+STABILITY: SURFACE MOTION
 FE0409
 FE0409  HISTORY     - Date     Condition        Report By
 FE0409  HISTORY     - 1949     MONUMENTED       CGS
 FE0409  HISTORY     - 1949     GOOD             CGS
 FE0409
 FE0409                          STATION DESCRIPTION
 FE0409
 FE0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0409'1.6 MI SW FROM ADAMSVILLE.
 FE0409'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0409'AT ADAMSVILLE, ABOUT 0.75 MILE NORTHEAST OF THE NORTHEAST END OF
 FE0409'A CONCRETE BRIDGE OVER SNAKE CREEK, AT THE Y JUNCTION OF A
 FE0409'GRAVEL ROAD NORTH, 75 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE0409'HIGHWAY, 27 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD NORTH,
 FE0409'108.5 FEET NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM POWER
 FE0409'POLE NO. 468, 14 FEET SOUTH OF A 24-INCH BLACK GUM TREE, 24 FEET
 FE0409'SOUTH OF A 24-INCH HICKORY TREE, 2 FEET SOUTH OF A WHITE
 FE0409'WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE
 FE0409'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A STEEL POST
 FE0409'WAS SET 2 FEET SOUTH OF MARKER.
 FE0409
 FE0409                          STATION RECOVERY (1949)
 FE0409
 FE0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0842 ***********************************************************************
 FD0842  DESIGNATION -  D 176
 FD0842  PID         -  FD0842
 FD0842  STATE/COUNTY-  TN/LAWRENCE
 FD0842  USGS QUAD   -  SUMMERTOWN (1976)
 FD0842
 FD0842                         *CURRENT SURVEY CONTROL
 FD0842  ___________________________________________________________________
 FD0842* NAD 83(1986)-  35 22 59.     (N)    087 18 05.     (W)     SCALED    
 FD0842* NAVD 88     -       287.574  (meters)     943.48   (feet)  ADJUSTED  
 FD0842  ___________________________________________________________________
 FD0842  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0842  DYNAMIC HT  -         287.306 (meters)     942.60  (feet)  COMP
 FD0842  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FD0842
 FD0842  VERT ORDER  -  FIRST     CLASS II
 FD0842
 FD0842.The horizontal coordinates were scaled from a topographic map and have
 FD0842.an estimated accuracy of +/- 6 seconds.
 FD0842
 FD0842.The orthometric height was determined by differential leveling
 FD0842.and adjusted by the National Geodetic Survey in June 1991..
 FD0842
 FD0842.The geoid height was determined by GEOID03.
 FD0842
 FD0842.The dynamic height is computed by dividing the NAVD 88
 FD0842.geopotential number by the normal gravity value computed on the
 FD0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0842.degrees latitude (g = 980.6199 gals.).
 FD0842
 FD0842.The modeled gravity was interpolated from observed gravity values.
 FD0842
 FD0842;                    North         East    Units  Estimated Accuracy
 FD0842;SPC TN       -   117,250.      481,760.      MT  (+/- 180 meters Scaled)
 FD0842
 FD0842                          SUPERSEDED SURVEY CONTROL
 FD0842
 FD0842  NGVD 29 (??/??/92)  287.540  (m)          943.37   (f) ADJ UNCH    1 2
 FD0842
 FD0842.Superseded values are not recommended for survey control.
 FD0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0842.See file dsdata.txt to determine how the superseded data were derived.
 FD0842
 FD0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE726155(NAD 83)
 FD0842_MARKER: DB = BENCH MARK DISK
 FD0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0842_STAMPING: D 176 1949
 FD0842_MARK LOGO: CGS   
 FD0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0842+STABILITY: SURFACE MOTION
 FD0842
 FD0842  HISTORY     - Date     Condition        Report By
 FD0842  HISTORY     - 1949     MONUMENTED       CGS
 FD0842  HISTORY     - 1973     GOOD             TVA
 FD0842  HISTORY     - 1983     GOOD             NGS
 FD0842
 FD0842                          STATION DESCRIPTION
 FD0842
 FD0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0842'0.8 MI N FROM BRACE.
 FD0842'ABOUT 0.75 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0842'FROM THE FLAG STATION AT BRACE, ABOUT 0.55 MILE SOUTH OF TRESTLE
 FD0842'NO. 43 OVER BUFFALO RIVER, AT THE NORTH END OF A CUT AND THE
 FD0842'SOUTH END OF A SHORT FILL, 50 FEET WEST-NORTHWEST OF THE
 FD0842'WEST-NORTHWEST RAIL, 1 FOOT WEST-NORTHWEST OF THE R/W FENCE
 FD0842'LINE, 65 FEET SOUTHWEST OF A TALL TELEPHONE STANDING IN A LOW PLACE,
 FD0842'17.5 FEET SOUTHEAST OF A TRIANGULAR BLAZED 8-INCH OAK TREE,
 FD0842'95 FEET SOUTHWEST OF THE WEST END OF A 22-INCH PIPE CULVERT UNDER
 FD0842'RAILROAD, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 1/2
 FD0842'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0842'PROJECTING 3 INCHES.  NOTE-- SIGN AND STEEL POST SET 1 FOOT EAST.
 FD0842
 FD0842                          STATION RECOVERY (1973)
 FD0842
 FD0842'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0842'RECOVERED IN GOOD CONDITION.
 FD0842
 FD0842                          STATION RECOVERY (1983)
 FD0842
 FD0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0842'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1261 ***********************************************************************
 FD1261  DESIGNATION -  D 177
 FD1261  PID         -  FD1261
 FD1261  STATE/COUNTY-  TN/LEWIS
 FD1261  USGS QUAD   -  HOHENWALD (1991)
 FD1261
 FD1261                         *CURRENT SURVEY CONTROL
 FD1261  ___________________________________________________________________
 FD1261* NAD 83(1986)-  35 32 27.     (N)    087 32 58.     (W)     SCALED    
 FD1261* NAVD 88     -       294.919  (meters)     967.58   (feet)  ADJUSTED  
 FD1261  ___________________________________________________________________
 FD1261  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD1261  DYNAMIC HT  -         294.646 (meters)     966.68  (feet)  COMP
 FD1261  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 FD1261
 FD1261  VERT ORDER  -  FIRST     CLASS II
 FD1261
 FD1261.The horizontal coordinates were scaled from a topographic map and have
 FD1261.an estimated accuracy of +/- 6 seconds.
 FD1261
 FD1261.The orthometric height was determined by differential leveling
 FD1261.and adjusted by the National Geodetic Survey in June 1991..
 FD1261
 FD1261.The geoid height was determined by GEOID03.
 FD1261
 FD1261.The dynamic height is computed by dividing the NAVD 88
 FD1261.geopotential number by the normal gravity value computed on the
 FD1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1261.degrees latitude (g = 980.6199 gals.).
 FD1261
 FD1261.The modeled gravity was interpolated from observed gravity values.
 FD1261
 FD1261;                    North         East    Units  Estimated Accuracy
 FD1261;SPC TN       -   135,080.      459,500.      MT  (+/- 180 meters Scaled)
 FD1261
 FD1261                          SUPERSEDED SURVEY CONTROL
 FD1261
 FD1261  NGVD 29 (??/??/92)  294.894  (m)          967.50   (f) ADJ UNCH    1 2
 FD1261
 FD1261.Superseded values are not recommended for survey control.
 FD1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1261.See file dsdata.txt to determine how the superseded data were derived.
 FD1261
 FD1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE501331(NAD 83)
 FD1261_MARKER: DB = BENCH MARK DISK
 FD1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1261_STAMPING: D 177 1949
 FD1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1261+STABILITY: SURFACE MOTION
 FD1261
 FD1261  HISTORY     - Date     Condition        Report By
 FD1261  HISTORY     - 1949     MONUMENTED       CGS
 FD1261  HISTORY     - 1953     GOOD             TVA
 FD1261
 FD1261                          STATION DESCRIPTION
 FD1261
 FD1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1261'0.6 MI SE FROM HOHENWALD.
 FD1261'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1261'NATIONAL BANK AT HOHENWALD, ABOUT 0.2 MILE SOUTHEAST OF THE
 FD1261'JUNCTION OF STATE HIGHWAY 48, 49 FEET NORTH OF THE SOUTHWEST
 FD1261'CORNER OF A CEMETERY, 24 FEET EAST OF THE CENTER LINE OF THE
 FD1261'HIGHWAY, 1 FOOT WEST OF THE CEMETERY FENCE, 24 FEET WEST OF THE
 FD1261'TOMBSTONE OF RICHARD AND IRENE UNDERWOOD, 2 FEET SOUTH OF A
 FD1261'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 FD1261'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- IT IS
 FD1261'46 FEET NORTH OF A POWER POLE WITH A PAINTED CROSS AND 18 FEET
 FD1261'SOUTH OF A CITY LIMITS SIGN.
 FD1261
 FD1261                          STATION RECOVERY (1953)
 FD1261
 FD1261'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0181 ***********************************************************************
 FD0181  DESIGNATION -  D 179
 FD0181  PID         -  FD0181
 FD0181  STATE/COUNTY-  TN/LINCOLN
 FD0181  USGS QUAD   -  FLINTVILLE (1972)
 FD0181
 FD0181                         *CURRENT SURVEY CONTROL
 FD0181  ___________________________________________________________________
 FD0181* NAD 83(1986)-  35 02 03.     (N)    086 23 05.     (W)     SCALED    
 FD0181* NAVD 88     -       271.816  (meters)     891.78   (feet)  ADJUSTED  
 FD0181  ___________________________________________________________________
 FD0181  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FD0181  DYNAMIC HT  -         271.549 (meters)     890.91  (feet)  COMP
 FD0181  MODELED GRAV-     979,645.7   (mgal)                       NAVD 88
 FD0181
 FD0181  VERT ORDER  -  FIRST     CLASS II
 FD0181
 FD0181.The horizontal coordinates were scaled from a topographic map and have
 FD0181.an estimated accuracy of +/- 6 seconds.
 FD0181
 FD0181.The orthometric height was determined by differential leveling
 FD0181.and adjusted by the National Geodetic Survey in June 1991..
 FD0181
 FD0181.The geoid height was determined by GEOID03.
 FD0181
 FD0181.The dynamic height is computed by dividing the NAVD 88
 FD0181.geopotential number by the normal gravity value computed on the
 FD0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0181.degrees latitude (g = 980.6199 gals.).
 FD0181
 FD0181.The modeled gravity was interpolated from observed gravity values.
 FD0181
 FD0181;                    North         East    Units  Estimated Accuracy
 FD0181;SPC TN       -    77,830.      564,890.      MT  (+/- 180 meters Scaled)
 FD0181
 FD0181                          SUPERSEDED SURVEY CONTROL
 FD0181
 FD0181  NGVD 29 (??/??/92)  271.777  (m)          891.65   (f) ADJ UNCH    1 2
 FD0181
 FD0181.Superseded values are not recommended for survey control.
 FD0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0181.See file dsdata.txt to determine how the superseded data were derived.
 FD0181
 FD0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED561770(NAD 83)
 FD0181_MARKER: DB = BENCH MARK DISK
 FD0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0181_STAMPING: D 179 1949
 FD0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0181+STABILITY: SURFACE MOTION
 FD0181
 FD0181  HISTORY     - Date     Condition        Report By
 FD0181  HISTORY     - 1949     MONUMENTED       CGS
 FD0181  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0181
 FD0181                          STATION DESCRIPTION
 FD0181
 FD0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0181'2.1 MI NW FROM ELORA.
 FD0181'2.1 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0181'LOUIS RAILWAY FROM THE STATION AT ELORA, ABOUT 2.75 MILES SOUTHEAST
 FD0181'OF THE STATION AT FLINTVILLE, BETWEEN THE TRACK AND A DIM ROAD
 FD0181'PARALLELING THE TRACK, 47 FEET SOUTHEAST OF POLE NO. 23/19, 22
 FD0181'FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY
 FD0181'SOUTHWEST TO A FARM HOUSE AND THE DIM ROAD, 19 FEET NORTHEAST
 FD0181'OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTHWEST OF THE SOUTHWEST
 FD0181'RAIL, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET
 FD0181'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0181'3 INCHES.
 FD0181
 FD0181                          STATION RECOVERY (2001)
 FD0181
 FD0181'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0216 ***********************************************************************
 GD0216  DESIGNATION -  D 18
 GD0216  PID         -  GD0216
 GD0216  STATE/COUNTY-  TN/HENRY
 GD0216  USGS QUAD   -  PURYEAR (1985)
 GD0216
 GD0216                         *CURRENT SURVEY CONTROL
 GD0216  ___________________________________________________________________
 GD0216* NAD 83(1986)-  36 24 40.     (N)    088 20 50.     (W)     SCALED    
 GD0216* NAVD 88     -       155.129  (meters)     508.95   (feet)  ADJUSTED  
 GD0216  ___________________________________________________________________
 GD0216  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD0216  DYNAMIC HT  -         155.002 (meters)     508.54  (feet)  COMP
 GD0216  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GD0216
 GD0216  VERT ORDER  -  FIRST     CLASS II
 GD0216
 GD0216.The horizontal coordinates were scaled from a topographic map and have
 GD0216.an estimated accuracy of +/- 6 seconds.
 GD0216
 GD0216.The orthometric height was determined by differential leveling
 GD0216.and adjusted by the National Geodetic Survey in June 1991..
 GD0216
 GD0216.The geoid height was determined by GEOID03.
 GD0216
 GD0216.The dynamic height is computed by dividing the NAVD 88
 GD0216.geopotential number by the normal gravity value computed on the
 GD0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0216.degrees latitude (g = 980.6199 gals.).
 GD0216
 GD0216.The modeled gravity was interpolated from observed gravity values.
 GD0216
 GD0216;                    North         East    Units  Estimated Accuracy
 GD0216;SPC TN       -   233,060.      389,490.      MT  (+/- 180 meters Scaled)
 GD0216
 GD0216                          SUPERSEDED SURVEY CONTROL
 GD0216
 GD0216  NGVD 29 (??/??/??)  155.173  (m)          509.10   (f) ADJUSTED    1 2
 GD0216
 GD0216.Superseded values are not recommended for survey control.
 GD0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0216.See file dsdata.txt to determine how the superseded data were derived.
 GD0216
 GD0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF792303(NAD 83)
 GD0216_MARKER: DB = BENCH MARK DISK
 GD0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0216_STAMPING: D 18 1934 509.326
 GD0216_MARK LOGO: CGS   
 GD0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0216+STABILITY: SURFACE MOTION
 GD0216
 GD0216  HISTORY     - Date     Condition        Report By
 GD0216  HISTORY     - 1934     MONUMENTED       CGS
 GD0216  HISTORY     - 1968     GOOD             CGS
 GD0216  HISTORY     - 1971     GOOD             NGS
 GD0216  HISTORY     - 20000101 GOOD             NGS
 GD0216
 GD0216                          STATION DESCRIPTION
 GD0216
 GD0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0216'2.5 MI S FROM PURYEAR.
 GD0216'THE MARK IS ABOUT 2.5 MILES SOUTH ALONG THE OLD NASHVILLE,
 GD0216'CHATTANOOGA AND ST. LOUIS RAILROAD FROM PURYEAR.  (THIS IS NOW
 GD0216'THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS 9 POLES SOUTH
 GD0216'OF A GRADED ROAD CROSSING, 6 RAILS SOUTH OF THE SOUTH END OF
 GD0216'RAILROAD BRIDGE NO. 555, 66 FEET AND ACROSS THE RAILROAD TRACKS
 GD0216'WEST OF TELEGRAPH POLE NO. 516, 56 FEET NORTHEAST OF THE NORTHEAST
 GD0216'CORNER OF THE CONCRETE FOUNDATION OF AN OLD CLAY LOADING HOPPER,
 GD0216'34 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 0.7 OF A
 GD0216'FOOT EAST OF A METAL WITNESS POST AND SIGN, AND ABOUT 2 FEET
 GD0216'BELOW THE LEVEL OF THE TRACKS.  IT IS A STANDARD DISK SET IN THE
 GD0216'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GD0216'AND THE DISK IS STAMPED D 18 1934 509.326.  NOTE-- 36.7 FT N
 GD0216'65 W OF CENTERLINE RR TRACK.  56.7 FT N 50 E OF THE TOP OF NE
 GD0216'CORNER OF OLD CONCRETE FOUNDATION (SHED OR BUILDING GONE).  POST
 GD0216'AND SIGN AT MONUMENT.
 GD0216
 GD0216                          STATION RECOVERY (1971)
 GD0216
 GD0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0216'RECOVERED IN GOOD CONDITION.
 GD0216
 GD0216                          STATION RECOVERY (2000)
 GD0216
 GD0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 GD0216'THE STATION IS LOCATED IN PURYEAR.  OWNERHIP IS USGS.  FOUND AS
 GD0216'DESCRIBED.  DESCRIBED BY RANDALL S CARMACK. FULL DESCRIPTION IN
 GD0216'DATABASE.  MAY HOLD WELL, BUT SUBJECT TO GROUND MOVEMENT.  FLUSH WITH
 GD0216'GROUND.  MARK IS NOT SUITABLE FOR GPS USE. PACK TIME, HIKE, TO MARK 10
 GD0216'MM.  CONTAINS MAGNETIC MATERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0328 ***********************************************************************
 FD0328  DESIGNATION -  D 180
 FD0328  PID         -  FD0328
 FD0328  STATE/COUNTY-  TN/LINCOLN
 FD0328  USGS QUAD   -  BELLEVILLE (1982)
 FD0328
 FD0328                         *CURRENT SURVEY CONTROL
 FD0328  ___________________________________________________________________
 FD0328* NAD 83(1986)-  35 15 19.     (N)    086 37 21.     (W)     SCALED    
 FD0328* NAVD 88     -       213.983  (meters)     702.04   (feet)  ADJUSTED  
 FD0328  ___________________________________________________________________
 FD0328  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0328  DYNAMIC HT  -         213.786 (meters)     701.40  (feet)  COMP
 FD0328  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 FD0328
 FD0328  VERT ORDER  -  FIRST     CLASS II
 FD0328
 FD0328.The horizontal coordinates were scaled from a topographic map and have
 FD0328.an estimated accuracy of +/- 6 seconds.
 FD0328
 FD0328.The orthometric height was determined by differential leveling
 FD0328.and adjusted by the National Geodetic Survey in June 1991..
 FD0328
 FD0328.The geoid height was determined by GEOID03.
 FD0328
 FD0328.The dynamic height is computed by dividing the NAVD 88
 FD0328.geopotential number by the normal gravity value computed on the
 FD0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0328.degrees latitude (g = 980.6199 gals.).
 FD0328
 FD0328.The modeled gravity was interpolated from observed gravity values.
 FD0328
 FD0328;                    North         East    Units  Estimated Accuracy
 FD0328;SPC TN       -   102,470.      543,350.      MT  (+/- 180 meters Scaled)
 FD0328
 FD0328                          SUPERSEDED SURVEY CONTROL
 FD0328
 FD0328  NGVD 29 (??/??/92)  213.963  (m)          701.98   (f) ADJ UNCH    1 2
 FD0328
 FD0328.Superseded values are not recommended for survey control.
 FD0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0328.See file dsdata.txt to determine how the superseded data were derived.
 FD0328
 FD0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE343014(NAD 83)
 FD0328_MARKER: DB = BENCH MARK DISK
 FD0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0328_SP_SET: ABUTMENT
 FD0328_STAMPING: D 180 1949
 FD0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0328
 FD0328  HISTORY     - Date     Condition        Report By
 FD0328  HISTORY     - 1949     MONUMENTED       CGS
 FD0328
 FD0328                          STATION DESCRIPTION
 FD0328
 FD0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0328'4.4 MI SE FROM PETERSBURG.
 FD0328'4.45 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0328'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, BETWEEN POLES
 FD0328'47/20 AND 47/21, SET IN THE TOP OF THE FIRST STONE DOWN FROM THE
 FD0328'TOP STONE OF THE NORTHWEST ABUTMENT AT THE NORTHWEST END OF BRIDGE
 FD0328'NO. 47.8 OVER GINGERBREAD CREEK, 6 1/2 FEET NORTHEAST OF THE
 FD0328'NORTHEAST RAIL AND ABOUT 5 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1395 ***********************************************************************
 GC1395  DESIGNATION -  D 182
 GC1395  PID         -  GC1395
 GC1395  STATE/COUNTY-  TN/MONTGOMERY
 GC1395  USGS QUAD   -  EXCELL (1983)
 GC1395
 GC1395                         *CURRENT SURVEY CONTROL
 GC1395  ___________________________________________________________________
 GC1395* NAD 83(1986)-  36 23 36.     (N)    087 15 41.     (W)     SCALED    
 GC1395* NAVD 88     -       123.089  (meters)     403.83   (feet)  ADJUSTED  
 GC1395  ___________________________________________________________________
 GC1395  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1395  DYNAMIC HT  -         122.986 (meters)     403.50  (feet)  COMP
 GC1395  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 GC1395
 GC1395  VERT ORDER  -  FIRST     CLASS II
 GC1395
 GC1395.The horizontal coordinates were scaled from a topographic map and have
 GC1395.an estimated accuracy of +/- 6 seconds.
 GC1395
 GC1395.The orthometric height was determined by differential leveling
 GC1395.and adjusted by the National Geodetic Survey in June 1991..
 GC1395
 GC1395.The geoid height was determined by GEOID03.
 GC1395
 GC1395.The dynamic height is computed by dividing the NAVD 88
 GC1395.geopotential number by the normal gravity value computed on the
 GC1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1395.degrees latitude (g = 980.6199 gals.).
 GC1395
 GC1395.The modeled gravity was interpolated from observed gravity values.
 GC1395
 GC1395;                    North         East    Units  Estimated Accuracy
 GC1395;SPC TN       -   229,290.      486,840.      MT  (+/- 180 meters Scaled)
 GC1395
 GC1395                          SUPERSEDED SURVEY CONTROL
 GC1395
 GC1395  NGVD 29 (??/??/92)  123.150  (m)          404.03   (f) ADJ UNCH    1 2
 GC1395
 GC1395.Superseded values are not recommended for survey control.
 GC1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1395.See file dsdata.txt to determine how the superseded data were derived.
 GC1395
 GC1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF765276(NAD 83)
 GC1395_MARKER: DB = BENCH MARK DISK
 GC1395_SETTING: 66 = SET IN ROCK OUTCROP
 GC1395_SP_SET: ROCK OUTCROP
 GC1395_STAMPING: D 182 1949
 GC1395_MARK LOGO: CGS   
 GC1395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1395+STABILITY: POSITION/ELEVATION WELL
 GC1395
 GC1395  HISTORY     - Date     Condition        Report By
 GC1395  HISTORY     - 1949     MONUMENTED       CGS
 GC1395  HISTORY     - 1984     GOOD             NGS
 GC1395
 GC1395                          STATION DESCRIPTION
 GC1395
 GC1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1395'12.3 MI SE FROM CLARKSVILLE.
 GC1395'12.3 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1395'STATION AT CLARKSVILLE, ABOUT 1.35 MILES NORTHWEST OF THE
 GC1395'MONTGOMERY-CHEATHAM COUNTY LINE, 170.5 FEET NORTHWEST OF THE
 GC1395'NORTH CORNER OF TRESTLE NO. H-43-58 OVER SHELTON BRANCH, 74
 GC1395'FEET NORTHWEST OF THE NORTHWEST CONCRETE STAND FOR A RAIL
 GC1395'SUPPORT, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE
 GC1395'TOP OF A PROJECTION OF ROCK IN DITCH, AND ABOUT LEVEL WITH THE
 GC1395'TRACK.
 GC1395
 GC1395                          STATION RECOVERY (1984)
 GC1395
 GC1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1395'RECOVERED IN GOOD CONDTION.  NOTE, THE TRACKS ARE NOT BEING USED AT
 GC1395'THE PRESENT TIME IN THIS AREA.  NOT LEVELED TO THIS SURVEY.
 GC1395'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1120 ***********************************************************************
 GC1120  DESIGNATION -  D 183
 GC1120  PID         -  GC1120
 GC1120  STATE/COUNTY-  TN/MONTGOMERY
 GC1120  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1120
 GC1120                         *CURRENT SURVEY CONTROL
 GC1120  ___________________________________________________________________
 GC1120* NAD 83(1986)-  36 37 14.     (N)    087 25 14.     (W)     SCALED    
 GC1120* NAVD 88     -       163.908  (meters)     537.75   (feet)  ADJUSTED  
 GC1120  ___________________________________________________________________
 GC1120  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1120  DYNAMIC HT  -         163.772 (meters)     537.31  (feet)  COMP
 GC1120  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GC1120
 GC1120  VERT ORDER  -  FIRST     CLASS II
 GC1120
 GC1120.This mark is at Outlaw Field Airport (CKV)
 GC1120
 GC1120.The horizontal coordinates were scaled from a topographic map and have
 GC1120.an estimated accuracy of +/- 6 seconds.
 GC1120
 GC1120.The orthometric height was determined by differential leveling
 GC1120.and adjusted by the National Geodetic Survey in June 1991..
 GC1120
 GC1120.The geoid height was determined by GEOID03.
 GC1120
 GC1120.The dynamic height is computed by dividing the NAVD 88
 GC1120.geopotential number by the normal gravity value computed on the
 GC1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1120.degrees latitude (g = 980.6199 gals.).
 GC1120
 GC1120.The modeled gravity was interpolated from observed gravity values.
 GC1120
 GC1120;                    North         East    Units  Estimated Accuracy
 GC1120;SPC TN       -   254,700.      472,930.      MT  (+/- 180 meters Scaled)
 GC1120
 GC1120                          SUPERSEDED SURVEY CONTROL
 GC1120
 GC1120  NGVD 29 (??/??/92)  163.966  (m)          537.95   (f) ADJ UNCH    1 2
 GC1120
 GC1120.Superseded values are not recommended for survey control.
 GC1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1120.See file dsdata.txt to determine how the superseded data were derived.
 GC1120
 GC1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF623528(NAD 83)
 GC1120_MARKER: DB = BENCH MARK DISK
 GC1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1120_STAMPING: D 183 1949
 GC1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1120+STABILITY: SURFACE MOTION
 GC1120
 GC1120  HISTORY     - Date     Condition        Report By
 GC1120  HISTORY     - 1949     MONUMENTED       CGS
 GC1120  HISTORY     - 1967     GOOD             NGS
 GC1120
 GC1120                          STATION DESCRIPTION
 GC1120
 GC1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1120'11.1 MI N FROM CLARKSVILLE.
 GC1120'11.1 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1120'STATION AT CLARKSVILLE, AT THE WEST EDGE OF OUTLAW FIELD
 GC1120'AIRPORT, 215 YARDS SOUTH OF THE AIRPORT ENTRANCE ROAD, 37 FEET
 GC1120'EAST OF THE EAST RAIL OF THE MAIN TRACK, ABOUT 85 YARDS
 GC1120'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR, 166 FEET WEST
 GC1120'OF THE SOUTHWEST END OF A 12-INCH DRAIN EMPTYING INTO A DITCH,
 GC1120'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 6 FEET ABOVE THE
 GC1120'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1120
 GC1120                          STATION RECOVERY (1967)
 GC1120
 GC1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0293 ***********************************************************************
 FD0293  DESIGNATION -  D 185
 FD0293  PID         -  FD0293
 FD0293  STATE/COUNTY-  TN/MARSHALL
 FD0293  USGS QUAD   -  LEWISBURG (1981)
 FD0293
 FD0293                         *CURRENT SURVEY CONTROL
 FD0293  ___________________________________________________________________
 FD0293* NAD 83(1986)-  35 28 46.     (N)    086 48 26.     (W)     SCALED    
 FD0293* NAVD 88     -       223.837  (meters)     734.37   (feet)  ADJUSTED  
 FD0293  ___________________________________________________________________
 FD0293  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0293  DYNAMIC HT  -         223.636 (meters)     733.71  (feet)  COMP
 FD0293  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FD0293
 FD0293  VERT ORDER  -  FIRST     CLASS II
 FD0293
 FD0293.The horizontal coordinates were scaled from a topographic map and have
 FD0293.an estimated accuracy of +/- 6 seconds.
 FD0293
 FD0293.The orthometric height was determined by differential leveling
 FD0293.and adjusted by the National Geodetic Survey in June 1991..
 FD0293
 FD0293.The geoid height was determined by GEOID03.
 FD0293
 FD0293.The dynamic height is computed by dividing the NAVD 88
 FD0293.geopotential number by the normal gravity value computed on the
 FD0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0293.degrees latitude (g = 980.6199 gals.).
 FD0293
 FD0293.The modeled gravity was interpolated from observed gravity values.
 FD0293
 FD0293;                    North         East    Units  Estimated Accuracy
 FD0293;SPC TN       -   127,460.      526,750.      MT  (+/- 180 meters Scaled)
 FD0293
 FD0293                          SUPERSEDED SURVEY CONTROL
 FD0293
 FD0293  NGVD 29 (??/??/92)  223.814  (m)          734.30   (f) ADJ UNCH    1 2
 FD0293
 FD0293.Superseded values are not recommended for survey control.
 FD0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0293.See file dsdata.txt to determine how the superseded data were derived.
 FD0293
 FD0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE174262(NAD 83)
 FD0293_MARKER: DB = BENCH MARK DISK
 FD0293_SETTING: 66 = SET IN ROCK OUTCROP
 FD0293_SP_SET: SET IN ROCK OUTCROP
 FD0293_STAMPING: D 185 1949
 FD0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0293+STABILITY: POSITION/ELEVATION WELL
 FD0293
 FD0293  HISTORY     - Date     Condition        Report By
 FD0293  HISTORY     - 1949     MONUMENTED       CGS
 FD0293
 FD0293                          STATION DESCRIPTION
 FD0293
 FD0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0293'2.2 MI NW FROM LEWISBURG.
 FD0293'2.15 MILES NORTHWEST ALONG FRANKLIN PIKE ROAD FROM HARDISON
 FD0293'GRAMMAR SCHOOL AT LEWISBURG, AT A CURVE IN THE ROAD WITH TANGENTS
 FD0293'SOUTHEAST AND NORTH AND THE JUNCTION OF A DRIVE WEST TO A FARM,
 FD0293'SET IN THE TOP OF A PROJECTION OF ROCK, ACROSS ROAD FROM A
 FD0293'TWO STORY WHITE HOUSE, 89 FEET WEST-SOUTHWEST OF THE CENTER LINE
 FD0293'OF THE ROAD, 61 FEET WEST-SOUTHWEST OF THE NORTH STONE GATE POST
 FD0293'AT DRIVE, 47 1/2 FEET WEST-SOUTHWEST OF TELEPHONE POLE NO. 49,
 FD0293'34 1/2 FEET EAST OF A 10-INCH FORKED HEDGE TREE, 6 1/2 FEET
 FD0293'SOUTH OF A FENCE LINE, 12 FEET NORTH OF THE CENTER LINE OF THE
 FD0293'FARM ROAD, AND ABOUT 1 1/2 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0050 ***********************************************************************
 FD0050  DESIGNATION -  D 186
 FD0050  PID         -  FD0050
 FD0050  STATE/COUNTY-  TN/RUTHERFORD
 FD0050  USGS QUAD   -  WALTERHILL (1998)
 FD0050
 FD0050                         *CURRENT SURVEY CONTROL
 FD0050  ___________________________________________________________________
 FD0050* NAD 83(1986)-  35 54 22.     (N)    086 27 10.     (W)     SCALED    
 FD0050* NAVD 88     -       165.997  (meters)     544.61   (feet)  ADJUSTED  
 FD0050  ___________________________________________________________________
 FD0050  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD0050  DYNAMIC HT  -         165.853 (meters)     544.14  (feet)  COMP
 FD0050  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 FD0050
 FD0050  VERT ORDER  -  FIRST     CLASS II
 FD0050
 FD0050.The horizontal coordinates were scaled from a topographic map and have
 FD0050.an estimated accuracy of +/- 6 seconds.
 FD0050
 FD0050.The orthometric height was determined by differential leveling
 FD0050.and adjusted by the National Geodetic Survey in June 1991..
 FD0050
 FD0050.The geoid height was determined by GEOID03.
 FD0050
 FD0050.The dynamic height is computed by dividing the NAVD 88
 FD0050.geopotential number by the normal gravity value computed on the
 FD0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0050.degrees latitude (g = 980.6199 gals.).
 FD0050
 FD0050.The modeled gravity was interpolated from observed gravity values.
 FD0050
 FD0050;                    North         East    Units  Estimated Accuracy
 FD0050;SPC TN       -   174,590.      559,130.      MT  (+/- 180 meters Scaled)
 FD0050
 FD0050                          SUPERSEDED SURVEY CONTROL
 FD0050
 FD0050  NGVD 29 (??/??/92)  166.013  (m)          544.66   (f) ADJ UNCH    1 2
 FD0050
 FD0050.Superseded values are not recommended for survey control.
 FD0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0050.See file dsdata.txt to determine how the superseded data were derived.
 FD0050
 FD0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE493736(NAD 83)
 FD0050_MARKER: DB = BENCH MARK DISK
 FD0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0050_STAMPING: D 186 1949
 FD0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0050+STABILITY: SURFACE MOTION
 FD0050
 FD0050  HISTORY     - Date     Condition        Report By
 FD0050  HISTORY     - 1949     MONUMENTED       CGS
 FD0050  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0050
 FD0050                          STATION DESCRIPTION
 FD0050
 FD0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0050'5.2 MI NW FROM MURFREESBORO.
 FD0050'5.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0050'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, ABOUT 1.0 MILE
 FD0050'SOUTHEAST OF THE ROAD CROSSING AND FLAG STATION AT FLORENCE, ABOUT
 FD0050'0.1 MILE SOUTHEAST OF A FARM ROAD CROSSING, 82 FEET WEST AND ACROSS
 FD0050'THE TRACK FROM POLE 26/20, 70 FEET NORTHWEST OF THE NORTH END
 FD0050'OF A STONE FENCE, 57 1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 FD0050'46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT NORTHEAST OF
 FD0050'THE FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 FD0050'3 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0050'PROJECTING 3 INCHES.
 FD0050
 FD0050                          STATION RECOVERY (2001)
 FD0050
 FD0050'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0050'THERE HAS BEEN EXTENSIVE GRADING IN THE IMMEDIATE VICINITY OF THE
 FD0050'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0413 ***********************************************************************
 GC0413  DESIGNATION -  D 187
 GC0413  PID         -  GC0413
 GC0413  STATE/COUNTY-  TN/DAVIDSON
 GC0413  USGS QUAD   -  ANTIOCH (1983)
 GC0413
 GC0413                         *CURRENT SURVEY CONTROL
 GC0413  ___________________________________________________________________
 GC0413* NAD 83(1986)-  36 02 37.     (N)    086 39 04.     (W)     SCALED    
 GC0413* NAVD 88     -       171.819  (meters)     563.71   (feet)  ADJUSTED  
 GC0413  ___________________________________________________________________
 GC0413  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC0413  DYNAMIC HT  -         171.670 (meters)     563.22  (feet)  COMP
 GC0413  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GC0413
 GC0413  VERT ORDER  -  FIRST     CLASS II
 GC0413
 GC0413.The horizontal coordinates were scaled from a topographic map and have
 GC0413.an estimated accuracy of +/- 6 seconds.
 GC0413
 GC0413.The orthometric height was determined by differential leveling
 GC0413.and adjusted by the National Geodetic Survey in June 1991..
 GC0413
 GC0413.The geoid height was determined by GEOID03.
 GC0413
 GC0413.The dynamic height is computed by dividing the NAVD 88
 GC0413.geopotential number by the normal gravity value computed on the
 GC0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0413.degrees latitude (g = 980.6199 gals.).
 GC0413
 GC0413.The modeled gravity was interpolated from observed gravity values.
 GC0413
 GC0413;                    North         East    Units  Estimated Accuracy
 GC0413;SPC TN       -   189,950.      541,330.      MT  (+/- 180 meters Scaled)
 GC0413
 GC0413                          SUPERSEDED SURVEY CONTROL
 GC0413
 GC0413  NGVD 29 (??/??/92)  171.839  (m)          563.78   (f) ADJ UNCH    1 2
 GC0413
 GC0413.Superseded values are not recommended for survey control.
 GC0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0413.See file dsdata.txt to determine how the superseded data were derived.
 GC0413
 GC0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE314888(NAD 83)
 GC0413_MARKER: DB = BENCH MARK DISK
 GC0413_SETTING: 66 = SET IN ROCK OUTCROP
 GC0413_SP_SET: ROCK OUTCROP
 GC0413_STAMPING: D 187 1949
 GC0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0413+STABILITY: POSITION/ELEVATION WELL
 GC0413
 GC0413  HISTORY     - Date     Condition        Report By
 GC0413  HISTORY     - 1949     MONUMENTED       CGS
 GC0413  HISTORY     - 1960     GOOD             NGS
 GC0413
 GC0413                          STATION DESCRIPTION
 GC0413
 GC0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0413'1.7 MI SE FROM ANTIOCH.
 GC0413'1.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0413'LOUIS RAILWAY FROM THE STATION AT ANTIOCH, 0.3 MILE WEST OF A
 GC0413'ROAD CROSSING, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GC0413'NORTHWEST AND EAST, 150 FEET WEST OF A RAILROAD BATTERY BOX, 93.8
 GC0413'FEET WEST OF A TELEPHONE POLE 11/15, 63.3 FEET EAST-SOUTHEAST
 GC0413'OF POLE 11/14, 23 1/2 FEET NORTH OF THE NORTH RAIL, 14 FEET SOUTH
 GC0413'OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT BELOW THE TRACK AND SET
 GC0413'IN THE TOP OF A FLAT OUTCROP OF ROCK ABOUT 4 BY 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0388 ***********************************************************************
 GC0388  DESIGNATION -  D 188
 GC0388  PID         -  GC0388
 GC0388  STATE/COUNTY-  TN/DAVIDSON
 GC0388  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0388
 GC0388                         *CURRENT SURVEY CONTROL
 GC0388  ___________________________________________________________________
 GC0388* NAD 83(1986)-  36 11 38.     (N)    086 48 24.     (W)     SCALED    
 GC0388* NAVD 88     -       123.602  (meters)     405.52   (feet)  ADJUSTED  
 GC0388  ___________________________________________________________________
 GC0388  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0388  DYNAMIC HT  -         123.496 (meters)     405.17  (feet)  COMP
 GC0388  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC0388
 GC0388  VERT ORDER  -  FIRST     CLASS II
 GC0388
 GC0388.The horizontal coordinates were scaled from a topographic map and have
 GC0388.an estimated accuracy of +/- 6 seconds.
 GC0388
 GC0388.The orthometric height was determined by differential leveling
 GC0388.and adjusted by the National Geodetic Survey in June 1991..
 GC0388
 GC0388.The geoid height was determined by GEOID03.
 GC0388
 GC0388.The dynamic height is computed by dividing the NAVD 88
 GC0388.geopotential number by the normal gravity value computed on the
 GC0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0388.degrees latitude (g = 980.6199 gals.).
 GC0388
 GC0388.The modeled gravity was interpolated from observed gravity values.
 GC0388
 GC0388;                    North         East    Units  Estimated Accuracy
 GC0388;SPC TN       -   206,730.      527,450.      MT  (+/- 180 meters Scaled)
 GC0388
 GC0388                          SUPERSEDED SURVEY CONTROL
 GC0388
 GC0388  NGVD 29 (??/??/92)  123.630  (m)          405.61   (f) ADJ UNCH    1 2
 GC0388
 GC0388.Superseded values are not recommended for survey control.
 GC0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0388.See file dsdata.txt to determine how the superseded data were derived.
 GC0388
 GC0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF173054(NAD 83)
 GC0388_MARKER: DB = BENCH MARK DISK
 GC0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0388_STAMPING: D 188 1949
 GC0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0388+STABILITY: SURFACE MOTION
 GC0388
 GC0388  HISTORY     - Date     Condition        Report By
 GC0388  HISTORY     - 1949     MONUMENTED       CGS
 GC0388  HISTORY     - 1960     MARK NOT FOUND   NGS
 GC0388
 GC0388                          STATION DESCRIPTION
 GC0388
 GC0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0388'AT NASHVILLE.
 GC0388'AT NASHVILLE, DAVIDSON COUNTY, 1.05 MILES NORTH ALONG 9TH AVENUE
 GC0388'NORTH FROM THE R.W. JONES SCHOOL AND INTERSECTION OF BUCHANAN
 GC0388'STREET, AT THE SOUTHEAST CORNER OF THE CUMBERLAND AIRPORT AND
 GC0388'ACROSS ROAD FROM A BASEBALL PARK, AT THE ENTRANCE ROAD LEADING WEST
 GC0388'TO TRI-AERO OPERATIONS BUILDING, 24 FEET WEST OF THE CENTERLINE
 GC0388'OF THE ROAD, 27 FEET NORTH OF THE CENTERLINE OF THE SOUTH ONE OF 2
 GC0388'ENTRANCE ROADS, 17 FEET SOUTH OF THE NORTH ENTRANCE ROAD, 1 1/2
 GC0388'FEET NORTH OF A WHITE WITNESS POST, 1/2 FOOT BELOW THE ROAD AND SET
 GC0388'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- A BRICK
 GC0388'PLANT HAS BEEN BUILT AT THE LOCATION OF THE MARK AND IT APPEARS
 GC0388'THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1076 ***********************************************************************
 FC1076  DESIGNATION -  D 189
 FC1076  PID         -  FC1076
 FC1076  STATE/COUNTY-  TN/HAMILTON
 FC1076  USGS QUAD   -  GRAYSVILLE (1990)
 FC1076
 FC1076                         *CURRENT SURVEY CONTROL
 FC1076  ___________________________________________________________________
 FC1076* NAD 83(1986)-  35 23 14.     (N)    085 06 38.     (W)     SCALED    
 FC1076* NAVD 88     -       224.984  (meters)     738.13   (feet)  ADJUSTED  
 FC1076  ___________________________________________________________________
 FC1076  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FC1076  DYNAMIC HT  -         224.767 (meters)     737.42  (feet)  COMP
 FC1076  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 FC1076
 FC1076  VERT ORDER  -  FIRST     CLASS II
 FC1076
 FC1076.The horizontal coordinates were scaled from a topographic map and have
 FC1076.an estimated accuracy of +/- 6 seconds.
 FC1076
 FC1076.The orthometric height was determined by differential leveling
 FC1076.and adjusted by the National Geodetic Survey in June 1991..
 FC1076
 FC1076.The geoid height was determined by GEOID03.
 FC1076
 FC1076.The dynamic height is computed by dividing the NAVD 88
 FC1076.geopotential number by the normal gravity value computed on the
 FC1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1076.degrees latitude (g = 980.6199 gals.).
 FC1076
 FC1076.The modeled gravity was interpolated from observed gravity values.
 FC1076
 FC1076;                    North         East    Units  Estimated Accuracy
 FC1076;SPC TN       -   117,300.      680,810.      MT  (+/- 180 meters Scaled)
 FC1076
 FC1076                          SUPERSEDED SURVEY CONTROL
 FC1076
 FC1076  NGVD 29 (??/??/92)  225.042  (m)          738.33   (f) ADJ UNCH    1 2
 FC1076
 FC1076.Superseded values are not recommended for survey control.
 FC1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1076.See file dsdata.txt to determine how the superseded data were derived.
 FC1076
 FC1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE716176(NAD 83)
 FC1076_MARKER: DB = BENCH MARK DISK
 FC1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1076_STAMPING: D 189 1950
 FC1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1076+STABILITY: SURFACE MOTION
 FC1076
 FC1076  HISTORY     - Date     Condition        Report By
 FC1076  HISTORY     - 1950     MONUMENTED       CGS
 FC1076  HISTORY     - 1972     GOOD             TVA
 FC1076
 FC1076                          STATION DESCRIPTION
 FC1076
 FC1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1076'0.4 MI N FROM SALE CREEK.
 FC1076'ABOUT 0.35 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1076'STATION AT SALE CREEK, AT A ROAD CROSSING, 13 RAILS NORTH OF
 FC1076'SEMAPHORE NO. 309/5, 58 FEET NORTHEAST OF THE CENTER OF THE
 FC1076'CROSSING, 44 FEET EAST OF THE EAST RAIL, 31 FEET NORTH OF THE
 FC1076'CENTER LINE OF THE ROAD, 16 FEET SOUTH OF A TELEPHONE POLE,
 FC1076'4 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A T.V.A. STEEL
 FC1076'WITNESS POST, 2 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 FC1076'CONCRETE POST PROJECTING 4 INCHES.
 FC1076
 FC1076                          STATION RECOVERY (1972)
 FC1076
 FC1076'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0051 ***********************************************************************
 FE0051  DESIGNATION -  D 19
 FE0051  PID         -  FE0051
 FE0051  STATE/COUNTY-  TN/CARROLL
 FE0051  USGS QUAD   -  BUENA VISTA (1973)
 FE0051
 FE0051                         *CURRENT SURVEY CONTROL
 FE0051  ___________________________________________________________________
 FE0051* NAD 83(1986)-  35 57 02.     (N)    088 18 06.     (W)     SCALED    
 FE0051* NAVD 88     -       127.998  (meters)     419.94   (feet)  ADJUSTED  
 FE0051  ___________________________________________________________________
 FE0051  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FE0051  DYNAMIC HT  -         127.887 (meters)     419.58  (feet)  COMP
 FE0051  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 FE0051
 FE0051  VERT ORDER  -  FIRST     CLASS II
 FE0051
 FE0051.The horizontal coordinates were scaled from a topographic map and have
 FE0051.an estimated accuracy of +/- 6 seconds.
 FE0051
 FE0051.The orthometric height was determined by differential leveling
 FE0051.and adjusted by the National Geodetic Survey in June 1991..
 FE0051
 FE0051.The geoid height was determined by GEOID03.
 FE0051
 FE0051.The dynamic height is computed by dividing the NAVD 88
 FE0051.geopotential number by the normal gravity value computed on the
 FE0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0051.degrees latitude (g = 980.6199 gals.).
 FE0051
 FE0051.The modeled gravity was interpolated from observed gravity values.
 FE0051
 FE0051;                    North         East    Units  Estimated Accuracy
 FE0051;SPC TN       -   181,870.      392,370.      MT  (+/- 180 meters Scaled)
 FE0051
 FE0051                          SUPERSEDED SURVEY CONTROL
 FE0051
 FE0051  NGVD 29 (??/??/??)  128.022  (m)          420.02   (f) ADJUSTED    1 2
 FE0051
 FE0051.Superseded values are not recommended for survey control.
 FE0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0051.See file dsdata.txt to determine how the superseded data were derived.
 FE0051
 FE0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE826792(NAD 83)
 FE0051_MARKER: DB = BENCH MARK DISK
 FE0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0051_STAMPING: 420.193 D 19 1934
 FE0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0051+STABILITY: SURFACE MOTION
 FE0051
 FE0051  HISTORY     - Date     Condition        Report By
 FE0051  HISTORY     - 1934     MONUMENTED       CGS
 FE0051  HISTORY     - 1937     GOOD             CGS
 FE0051  HISTORY     - 1973     MARK NOT FOUND   TVA
 FE0051
 FE0051                          STATION DESCRIPTION
 FE0051
 FE0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FE0051'2.1 MI S FROM BUENA VISTA.
 FE0051'2.1 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0051'RAILWAY FROM THE STATION AT BUENA VISTA, CARROLL COUNTY, 13-1/2
 FE0051'POLES SOUTH OF MILEPOST 94, AT A PRIVATE-ROAD CROSSING, 36 FEET
 FE0051'WEST OF THE WEST RAIL, AN 24 FEET NORTH OF THE CENTERLINE OF THE
 FE0051'ROAD.  A STANDARD DISK, STAMPED 420.193 D 19 1934 AND SET IN THE
 FE0051'TOP OF A CONCRETE POST.
 FE0051
 FE0051                          STATION RECOVERY (1973)
 FE0051
 FE0051'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0481 ***********************************************************************
 GB0481  DESIGNATION -  D 190
 GB0481  PID         -  GB0481
 GB0481  STATE/COUNTY-  TN/ANDERSON
 GB0481  USGS QUAD   -  POWELL (1976)
 GB0481
 GB0481                         *CURRENT SURVEY CONTROL
 GB0481  ___________________________________________________________________
 GB0481* NAD 83(1986)-  36 02 08.     (N)    084 07 18.     (W)     SCALED    
 GB0481* NAVD 88     -       266.133  (meters)     873.14   (feet)  ADJUSTED  
 GB0481  ___________________________________________________________________
 GB0481  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GB0481  DYNAMIC HT  -         265.887 (meters)     872.33  (feet)  COMP
 GB0481  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GB0481
 GB0481  VERT ORDER  -  FIRST     CLASS II
 GB0481
 GB0481.The horizontal coordinates were scaled from a topographic map and have
 GB0481.an estimated accuracy of +/- 6 seconds.
 GB0481
 GB0481.The orthometric height was determined by differential leveling
 GB0481.and adjusted by the National Geodetic Survey in June 1991..
 GB0481
 GB0481.The geoid height was determined by GEOID03.
 GB0481
 GB0481.The dynamic height is computed by dividing the NAVD 88
 GB0481.geopotential number by the normal gravity value computed on the
 GB0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0481.degrees latitude (g = 980.6199 gals.).
 GB0481
 GB0481.The modeled gravity was interpolated from observed gravity values.
 GB0481
 GB0481;                    North         East    Units  Estimated Accuracy
 GB0481;SPC TN       -   190,490.      769,260.      MT  (+/- 180 meters Scaled)
 GB0481
 GB0481                          SUPERSEDED SURVEY CONTROL
 GB0481
 GB0481  NGVD 29 (??/??/92)  266.262  (m)          873.56   (f) ADJ UNCH    1 2
 GB0481
 GB0481.Superseded values are not recommended for survey control.
 GB0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0481.See file dsdata.txt to determine how the superseded data were derived.
 GB0481
 GB0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE593917(NAD 83)
 GB0481_MARKER: DB = BENCH MARK DISK
 GB0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0481_STAMPING: D 190 1950
 GB0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0481+STABILITY: SURFACE MOTION
 GB0481
 GB0481  HISTORY     - Date     Condition        Report By
 GB0481  HISTORY     - 1950     MONUMENTED       CGS
 GB0481  HISTORY     - 1967     GOOD             NGS
 GB0481  HISTORY     - 1973     GOOD             LOCSUR
 GB0481
 GB0481                          STATION DESCRIPTION
 GB0481
 GB0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0481'5.4 MI SE FROM CLINTON.
 GB0481'ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0481'COURTHOUSE AT CLINTON, THENCE 0.5 MILE WEST ALONG RACOON VALLEY
 GB0481'ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A PAVED ROAD, AT THE
 GB0481'ABANDONED CLINTON-OAK RIDGE AIRPORT, 58 FEET NORTHWEST OF THE
 GB0481'CENTER LINE OF THE ROAD, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 GB0481'A DRIVE LEADING NORTHWEST TO A TWO STORY WHITE HOUSE, 1 1/2 FEET
 GB0481'SOUTHWEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 GB0481'2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 GB0481'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 GB0481
 GB0481                          STATION RECOVERY (1973)
 GB0481
 GB0481'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0845 ***********************************************************************
 GB0845  DESIGNATION -  D 191
 GB0845  PID         -  GB0845
 GB0845  STATE/COUNTY-  TN/MORGAN
 GB0845  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0845
 GB0845                         *CURRENT SURVEY CONTROL
 GB0845  ___________________________________________________________________
 GB0845* NAD 83(1986)-  36 00 59.     (N)    084 34 24.     (W)     SCALED    
 GB0845* NAVD 88     -       249.067  (meters)     817.15   (feet)  ADJUSTED  
 GB0845  ___________________________________________________________________
 GB0845  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GB0845  DYNAMIC HT  -         248.842 (meters)     816.41  (feet)  COMP
 GB0845  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 GB0845
 GB0845  VERT ORDER  -  FIRST     CLASS I
 GB0845
 GB0845.The horizontal coordinates were scaled from a topographic map and have
 GB0845.an estimated accuracy of +/- 6 seconds.
 GB0845
 GB0845.The orthometric height was determined by differential leveling
 GB0845.and adjusted by the National Geodetic Survey in June 1991..
 GB0845
 GB0845.The geoid height was determined by GEOID03.
 GB0845
 GB0845.The dynamic height is computed by dividing the NAVD 88
 GB0845.geopotential number by the normal gravity value computed on the
 GB0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0845.degrees latitude (g = 980.6199 gals.).
 GB0845
 GB0845.The modeled gravity was interpolated from observed gravity values.
 GB0845
 GB0845;                    North         East    Units  Estimated Accuracy
 GB0845;SPC TN       -   187,670.      728,600.      MT  (+/- 180 meters Scaled)
 GB0845
 GB0845                          SUPERSEDED SURVEY CONTROL
 GB0845
 GB0845  NGVD 29 (??/??/92)  249.181  (m)          817.52   (f) ADJ UNCH    1 1
 GB0845
 GB0845.Superseded values are not recommended for survey control.
 GB0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0845.See file dsdata.txt to determine how the superseded data were derived.
 GB0845
 GB0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE186884(NAD 83)
 GB0845_MARKER: DB = BENCH MARK DISK
 GB0845_SETTING: 66 = SET IN ROCK OUTCROP
 GB0845_SP_SET: ROCK CUT
 GB0845_STAMPING: D 191 1950
 GB0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0845+STABILITY: POSITION/ELEVATION WELL
 GB0845
 GB0845  HISTORY     - Date     Condition        Report By
 GB0845  HISTORY     - 1950     MONUMENTED       CGS
 GB0845  HISTORY     - 1968     GOOD             NGS
 GB0845
 GB0845                          STATION DESCRIPTION
 GB0845
 GB0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0845'2 MI N FROM OAKDALE.
 GB0845'ABOUT 1.95 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0845'AT OAKDALE, 0.3 MILE SOUTHEAST OF MILEPOST 252, 0.3 MILE NORTH OF
 GB0845'A SIGNAL GANTRY, 0.3 MILE SOUTH OF A RAILROAD BRIDGE OVER COAL
 GB0845'CUT BRANCH, SET VERTICALLY IN THE WEST FACE OF THE EAST ROCK WALL
 GB0845'OF A CUT FOR THE RAILROAD, 22 FEET EAST OF THE EAST RAIL OF THE EAST
 GB0845'TRACK, 165 FEET SOUTHEAST OF THE SOUTHEAST END OF THE CONCRETE
 GB0845'HEADWALL OF A CAST IRON CULVERT UNDER THE TRACK, AND ABOUT 2 FEET
 GB0845'ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1068 ***********************************************************************
 FC1068  DESIGNATION -  D 192
 FC1068  PID         -  FC1068
 FC1068  STATE/COUNTY-  TN/RHEA
 FC1068  USGS QUAD   -  GRAYSVILLE (1990)
 FC1068
 FC1068                         *CURRENT SURVEY CONTROL
 FC1068  ___________________________________________________________________
 FC1068* NAD 83(1986)-  35 26 45.     (N)    085 04 06.     (W)     SCALED    
 FC1068* NAVD 88     -       232.307  (meters)     762.16   (feet)  ADJUSTED  
 FC1068  ___________________________________________________________________
 FC1068  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1068  DYNAMIC HT  -         232.082 (meters)     761.42  (feet)  COMP
 FC1068  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 FC1068
 FC1068  VERT ORDER  -  FIRST     CLASS II
 FC1068
 FC1068.The horizontal coordinates were scaled from a topographic map and have
 FC1068.an estimated accuracy of +/- 6 seconds.
 FC1068
 FC1068.The orthometric height was determined by differential leveling
 FC1068.and adjusted by the National Geodetic Survey in June 1991..
 FC1068
 FC1068.The geoid height was determined by GEOID03.
 FC1068
 FC1068.The dynamic height is computed by dividing the NAVD 88
 FC1068.geopotential number by the normal gravity value computed on the
 FC1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1068.degrees latitude (g = 980.6199 gals.).
 FC1068
 FC1068.The modeled gravity was interpolated from observed gravity values.
 FC1068
 FC1068;                    North         East    Units  Estimated Accuracy
 FC1068;SPC TN       -   123,830.      684,580.      MT  (+/- 180 meters Scaled)
 FC1068
 FC1068                          SUPERSEDED SURVEY CONTROL
 FC1068
 FC1068  NGVD 29 (??/??/92)  232.368  (m)          762.36   (f) ADJ UNCH    1 2
 FC1068
 FC1068.Superseded values are not recommended for survey control.
 FC1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1068.See file dsdata.txt to determine how the superseded data were derived.
 FC1068
 FC1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE753242(NAD 83)
 FC1068_MARKER: DB = BENCH MARK DISK
 FC1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1068_STAMPING: D 192 1950
 FC1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1068+STABILITY: SURFACE MOTION
 FC1068
 FC1068  HISTORY     - Date     Condition        Report By
 FC1068  HISTORY     - 1950     MONUMENTED       CGS
 FC1068  HISTORY     - 1972     GOOD             TVA
 FC1068
 FC1068                          STATION DESCRIPTION
 FC1068
 FC1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1068'0.8 MI NE FROM GRAYSVILLE.
 FC1068'ABOUT 0.85 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1068'STATION AT GRAYSVILLE, AT A GRAVEL ROAD CROSSING, 81 FEET
 FC1068'SOUTHEAST OF THE SOUTHEAST RAIL, 108 FEET SOUTH OF THE CENTER OF
 FC1068'THE CROSSING, 36 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 FC1068'27, 73 FEET SOUTH OF THE SOUTHWEST END OF AN 18-INCH PIPE CULVERT
 FC1068'UNDER GRAVEL ROAD, 2 FEET WEST OF A T.V.A. STEEL WITNESS POST,
 FC1068'ABOUT 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1068'POST PROJECTING 3 INCHES.
 FC1068
 FC1068                          STATION RECOVERY (1972)
 FC1068
 FC1068'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0753 ***********************************************************************
 FC0753  DESIGNATION -  D 193
 FC0753  PID         -  FC0753
 FC0753  STATE/COUNTY-  TN/MEIGS
 FC0753  USGS QUAD   -  DECATUR (1973)
 FC0753
 FC0753                         *CURRENT SURVEY CONTROL
 FC0753  ___________________________________________________________________
 FC0753* NAD 83(1986)-  35 37 19.     (N)    084 46 45.     (W)     SCALED    
 FC0753* NAVD 88     -       229.155  (meters)     751.82   (feet)  ADJUSTED  
 FC0753  ___________________________________________________________________
 FC0753  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0753  DYNAMIC HT  -         228.937 (meters)     751.10  (feet)  COMP
 FC0753  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FC0753
 FC0753  VERT ORDER  -  FIRST     CLASS II
 FC0753
 FC0753.The horizontal coordinates were scaled from a topographic map and have
 FC0753.an estimated accuracy of +/- 6 seconds.
 FC0753
 FC0753.The orthometric height was determined by differential leveling
 FC0753.and adjusted by the National Geodetic Survey in June 1991..
 FC0753
 FC0753.The geoid height was determined by GEOID03.
 FC0753
 FC0753.The dynamic height is computed by dividing the NAVD 88
 FC0753.geopotential number by the normal gravity value computed on the
 FC0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0753.degrees latitude (g = 980.6199 gals.).
 FC0753
 FC0753.The modeled gravity was interpolated from observed gravity values.
 FC0753
 FC0753;                    North         East    Units  Estimated Accuracy
 FC0753;SPC TN       -   143,660.      710,590.      MT  (+/- 180 meters Scaled)
 FC0753
 FC0753                          SUPERSEDED SURVEY CONTROL
 FC0753
 FC0753  NGVD 29 (??/??/92)  229.237  (m)          752.09   (f) ADJ UNCH    1 2
 FC0753
 FC0753.Superseded values are not recommended for survey control.
 FC0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0753.See file dsdata.txt to determine how the superseded data were derived.
 FC0753
 FC0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE011442(NAD 83)
 FC0753_MARKER: DB = BENCH MARK DISK
 FC0753_SETTING: 0 = UNSPECIFIED SETTING
 FC0753_STAMPING: D 193 1950
 FC0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0753
 FC0753  HISTORY     - Date     Condition        Report By
 FC0753  HISTORY     - 1950     MONUMENTED       CGS
 FC0753
 FC0753                          STATION DESCRIPTION
 FC0753
 FC0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0753'1.6 MI W FROM PEAKLAND.
 FC0753'0.45 WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT PEAKLAND,
 FC0753'THENCE ABOUT 1.1 MILES WEST ALONG A BLACK TOP ROAD LEADING TO THE
 FC0753'EAST END OF WATTS BAR DAM, AT THE EAST END OF THE DAM, 90 FEET
 FC0753'SOUTH OF THE SOUTHWEST CORNER OF THE LOCK CONTROL AND OBSERVATION
 FC0753'BUILDING, 1.3 FEET WEST OF THE EDGE OF THE EAST WALL OF THE DAM
 FC0753'LOCK, 1.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE TOP
 FC0753'PLATFORM OF CONCRETE STAIRS LEADING DOWN TO A SMALL PARKING
 FC0753'AREA, AND ABOUT LEVEL WITH THE TOP OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0664 ***********************************************************************
 FC0664  DESIGNATION -  D 194
 FC0664  PID         -  FC0664
 FC0664  STATE/COUNTY-  TN/RHEA
 FC0664  USGS QUAD   -  RODDY (1976)
 FC0664
 FC0664                         *CURRENT SURVEY CONTROL
 FC0664  ___________________________________________________________________
 FC0664* NAD 83(1986)-  35 47 40.     (N)    084 45 15.     (W)     SCALED    
 FC0664* NAVD 88     -       241.189  (meters)     791.30   (feet)  ADJUSTED  
 FC0664  ___________________________________________________________________
 FC0664  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0664  DYNAMIC HT  -         240.962 (meters)     790.56  (feet)  COMP
 FC0664  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 FC0664
 FC0664  VERT ORDER  -  FIRST     CLASS II
 FC0664
 FC0664.The horizontal coordinates were scaled from a topographic map and have
 FC0664.an estimated accuracy of +/- 6 seconds.
 FC0664
 FC0664.The orthometric height was determined by differential leveling
 FC0664.and adjusted by the National Geodetic Survey in June 1991..
 FC0664
 FC0664.The geoid height was determined by GEOID03.
 FC0664
 FC0664.The dynamic height is computed by dividing the NAVD 88
 FC0664.geopotential number by the normal gravity value computed on the
 FC0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0664.degrees latitude (g = 980.6199 gals.).
 FC0664
 FC0664.The modeled gravity was interpolated from observed gravity values.
 FC0664
 FC0664;                    North         East    Units  Estimated Accuracy
 FC0664;SPC TN       -   162,830.      712,610.      MT  (+/- 180 meters Scaled)
 FC0664
 FC0664                          SUPERSEDED SURVEY CONTROL
 FC0664
 FC0664  NGVD 29 (??/??/92)  241.281  (m)          791.60   (f) ADJ UNCH    1 2
 FC0664
 FC0664.Superseded values are not recommended for survey control.
 FC0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0664.See file dsdata.txt to determine how the superseded data were derived.
 FC0664
 FC0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE029634(NAD 83)
 FC0664_MARKER: DB = BENCH MARK DISK
 FC0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0664_SP_SET: BRIDGE
 FC0664_STAMPING: D 194 1950
 FC0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0664
 FC0664  HISTORY     - Date     Condition        Report By
 FC0664  HISTORY     - 1950     MONUMENTED       CGS
 FC0664
 FC0664                          STATION DESCRIPTION
 FC0664
 FC0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0664'6.4 MI SW FROM ROCKWOOD.
 FC0664'6.35 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0664'AT ROCKWOOD, ABOUT 1.0 MILE SOUTHWEST OF THE STATION SIGN AT
 FC0664'GLEN ALICE, 20 FEET NORTH OF MILE POST 274, SET IN THE TOP OF
 FC0664'THE HIGHEST PART OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 FC0664'OF A 300-FOOT BRIDGE OVER WHITES CREEK, 19 FEET WEST OF THE
 FC0664'WEST RAIL AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0718 ***********************************************************************
 FC0718  DESIGNATION -  D 195
 FC0718  PID         -  FC0718
 FC0718  STATE/COUNTY-  TN/ROANE
 FC0718  USGS QUAD   -  HARRIMAN (1980)
 FC0718
 FC0718                         *CURRENT SURVEY CONTROL
 FC0718  ___________________________________________________________________
 FC0718* NAD 83(1986)-  35 57 37.     (N)    084 31 29.     (W)     SCALED    
 FC0718* NAVD 88     -       244.480  (meters)     802.10   (feet)  ADJUSTED  
 FC0718  ___________________________________________________________________
 FC0718  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0718  DYNAMIC HT  -         244.256 (meters)     801.36  (feet)  COMP
 FC0718  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FC0718
 FC0718  VERT ORDER  -  FIRST     CLASS I
 FC0718
 FC0718.The horizontal coordinates were scaled from a topographic map and have
 FC0718.an estimated accuracy of +/- 6 seconds.
 FC0718
 FC0718.The orthometric height was determined by differential leveling
 FC0718.and adjusted by the National Geodetic Survey in June 1991..
 FC0718
 FC0718.The geoid height was determined by GEOID03.
 FC0718
 FC0718.The dynamic height is computed by dividing the NAVD 88
 FC0718.geopotential number by the normal gravity value computed on the
 FC0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0718.degrees latitude (g = 980.6199 gals.).
 FC0718
 FC0718.The modeled gravity was interpolated from observed gravity values.
 FC0718
 FC0718;                    North         East    Units  Estimated Accuracy
 FC0718;SPC TN       -   181,510.      733,070.      MT  (+/- 180 meters Scaled)
 FC0718
 FC0718                          SUPERSEDED SURVEY CONTROL
 FC0718
 FC0718  NGVD 29 (??/??/92)  244.596  (m)          802.48   (f) ADJ UNCH    1 1
 FC0718
 FC0718.Superseded values are not recommended for survey control.
 FC0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0718.See file dsdata.txt to determine how the superseded data were derived.
 FC0718
 FC0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE232823(NAD 83)
 FC0718_MARKER: DB = BENCH MARK DISK
 FC0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0718_STAMPING: D 195 1950
 FC0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0718+STABILITY: SURFACE MOTION
 FC0718
 FC0718  HISTORY     - Date     Condition        Report By
 FC0718  HISTORY     - 1950     MONUMENTED       CGS
 FC0718  HISTORY     - 1967     GOOD             NGS
 FC0718  HISTORY     - 1972     GOOD             TVA
 FC0718
 FC0718                          STATION DESCRIPTION
 FC0718
 FC0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0718'2.1 MI NE FROM HARRIMAN.
 FC0718'ABOUT 2.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0718'STATION AT HARRIMAN, 105 FEET SOUTHWEST OF MILEPOST 48, 86 FEET
 FC0718'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 61 AND U.S. HIGHWAY
 FC0718'27, 19.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 1/2 FEET
 FC0718'NORTHEAST OF A TELEGRAPH POLE WITH A GUY WIRE, 2.1 FEET NORTH
 FC0718'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2
 FC0718'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FC0718'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 FC0718
 FC0718                          STATION RECOVERY (1972)
 FC0718
 FC0718'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0845 ***********************************************************************
 FC0845  DESIGNATION -  D 196
 FC0845  PID         -  FC0845
 FC0845  STATE/COUNTY-  TN/MORGAN
 FC0845  USGS QUAD   -  HARRIMAN (1980)
 FC0845
 FC0845                         *CURRENT SURVEY CONTROL
 FC0845  ___________________________________________________________________
 FC0845* NAD 83(1986)-  35 58 14.     (N)    084 33 56.     (W)     SCALED    
 FC0845* NAVD 88     -       241.052  (meters)     790.85   (feet)  ADJUSTED  
 FC0845  ___________________________________________________________________
 FC0845  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0845  DYNAMIC HT  -         240.831 (meters)     790.13  (feet)  COMP
 FC0845  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FC0845
 FC0845  VERT ORDER  -  FIRST     CLASS I
 FC0845
 FC0845.The horizontal coordinates were scaled from a topographic map and have
 FC0845.an estimated accuracy of +/- 6 seconds.
 FC0845
 FC0845.The orthometric height was determined by differential leveling
 FC0845.and adjusted by the National Geodetic Survey in June 1991..
 FC0845
 FC0845.The geoid height was determined by GEOID03.
 FC0845
 FC0845.The dynamic height is computed by dividing the NAVD 88
 FC0845.geopotential number by the normal gravity value computed on the
 FC0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0845.degrees latitude (g = 980.6199 gals.).
 FC0845
 FC0845.The modeled gravity was interpolated from observed gravity values.
 FC0845
 FC0845;                    North         East    Units  Estimated Accuracy
 FC0845;SPC TN       -   182,600.      729,370.      MT  (+/- 180 meters Scaled)
 FC0845
 FC0845                          SUPERSEDED SURVEY CONTROL
 FC0845
 FC0845  NGVD 29 (??/??/92)  241.168  (m)          791.23   (f) ADJ UNCH    1 1
 FC0845
 FC0845.Superseded values are not recommended for survey control.
 FC0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0845.See file dsdata.txt to determine how the superseded data were derived.
 FC0845
 FC0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE195834(NAD 83)
 FC0845_MARKER: DB = BENCH MARK DISK
 FC0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0845_SP_SET: CULVERT
 FC0845_STAMPING: D 196 1950
 FC0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0845
 FC0845  HISTORY     - Date     Condition        Report By
 FC0845  HISTORY     - 1950     MONUMENTED       CGS
 FC0845  HISTORY     - 1968     GOOD             NGS
 FC0845  HISTORY     - 1972     GOOD             TVA
 FC0845
 FC0845                          STATION DESCRIPTION
 FC0845
 FC0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0845'4 MI NW FROM HARRIMAN.
 FC0845'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0845'AT HARRIMAN, THENCE 1.05 MILES NORTHWEST ALONG CARTER STREET,
 FC0845'THENCE 2.5 MILES NORTH ALONG THE SOUTHERN RAILWAY, OR ABOUT 1.2
 FC0845'MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT OAKDALE,
 FC0845'0.2 MILE NORTH OF MILEPOST 256, 0.2 MILE SOUTH OF THE SOUTH END OF
 FC0845'TUNNEL NUMBER 26, SET VERTICALLY IN THE WEST FACE OF THE EAST ROCK
 FC0845'WALL OF A CUT FOR THE RAILROAD, 9 FEET EAST OF THE EAST RAIL OF THE
 FC0845'EAST TRACK, 130 FEET NORTH OF THE NORTH END OF THE EAST CONCRETE
 FC0845'HEADWALL OF A CULVERT UNDER THE TRACK, AND ABOUT 1 FOOT BELOW
 FC0845'THE LEVEL OF THE TRACK.
 FC0845
 FC0845                          STATION RECOVERY (1972)
 FC0845
 FC0845'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0926 ***********************************************************************
 GB0926  DESIGNATION -  D 197
 GB0926  PID         -  GB0926
 GB0926  STATE/COUNTY-  TN/SCOTT
 GB0926  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0926
 GB0926                         *CURRENT SURVEY CONTROL
 GB0926  ___________________________________________________________________
 GB0926* NAD 83(1986)-  36 22 50.     (N)    084 33 17.     (W)     SCALED    
 GB0926* NAVD 88     -       373.151  (meters)    1224.25   (feet)  ADJUSTED  
 GB0926  ___________________________________________________________________
 GB0926  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0926  DYNAMIC HT  -         372.832 (meters)    1223.20  (feet)  COMP
 GB0926  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GB0926
 GB0926  VERT ORDER  -  FIRST     CLASS I
 GB0926
 GB0926.The horizontal coordinates were scaled from a topographic map and have
 GB0926.an estimated accuracy of +/- 6 seconds.
 GB0926
 GB0926.The orthometric height was determined by differential leveling
 GB0926.and adjusted by the National Geodetic Survey in June 1991..
 GB0926
 GB0926.The geoid height was determined by GEOID03.
 GB0926
 GB0926.The dynamic height is computed by dividing the NAVD 88
 GB0926.geopotential number by the normal gravity value computed on the
 GB0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0926.degrees latitude (g = 980.6199 gals.).
 GB0926
 GB0926.The modeled gravity was interpolated from observed gravity values.
 GB0926
 GB0926;                    North         East    Units  Estimated Accuracy
 GB0926;SPC TN       -   228,100.      729,680.      MT  (+/- 180 meters Scaled)
 GB0926
 GB0926                          SUPERSEDED SURVEY CONTROL
 GB0926
 GB0926  NGVD 29 (??/??/92)  373.287  (m)         1224.69   (f) ADJ UNCH    1 1
 GB0926
 GB0926.Superseded values are not recommended for survey control.
 GB0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0926.See file dsdata.txt to determine how the superseded data were derived.
 GB0926
 GB0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF193289(NAD 83)
 GB0926_MARKER: DB = BENCH MARK DISK
 GB0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0926_SP_SET: ABUTMENT
 GB0926_STAMPING: D 197 1950
 GB0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0926
 GB0926  HISTORY     - Date     Condition        Report By
 GB0926  HISTORY     - 1950     MONUMENTED       CGS
 GB0926  HISTORY     - 1968     GOOD             NGS
 GB0926
 GB0926                          STATION DESCRIPTION
 GB0926
 GB0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0926'2.9 MI NE FROM ROBBINS.
 GB0926'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0926'STATION AT ROBBINS, SET IN THE TOP AND 2.3 FEET NORTH OF THE
 GB0926'SOUTH END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 GB0926'OVER NEW RIVER, 4 1/2 FEET SOUTH OF THE SOUTH RAIL, 0.7 FOOT
 GB0926'EAST OF CHISELED SQUARE E 49 C, AND ABOUT 2 FEET BELOW THE LEVEL
 GB0926'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0012 ***********************************************************************
 GB0012  DESIGNATION -  D 198
 GB0012  PID         -  GB0012
 GB0012  STATE/COUNTY-  TN/SCOTT
 GB0012  USGS QUAD   -  WINFIELD (1982)
 GB0012
 GB0012                         *CURRENT SURVEY CONTROL
 GB0012  ___________________________________________________________________
 GB0012* NAD 83(1986)-  36 33 58.     (N)    084 26 59.     (W)     SCALED    
 GB0012* NAVD 88     -       398.298  (meters)    1306.75   (feet)  ADJUSTED  
 GB0012  ___________________________________________________________________
 GB0012  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GB0012  DYNAMIC HT  -         397.964 (meters)    1305.65  (feet)  COMP
 GB0012  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 GB0012
 GB0012  VERT ORDER  -  FIRST     CLASS I
 GB0012
 GB0012.The horizontal coordinates were scaled from a topographic map and have
 GB0012.an estimated accuracy of +/- 6 seconds.
 GB0012
 GB0012.The orthometric height was determined by differential leveling
 GB0012.and adjusted by the National Geodetic Survey in June 1991..
 GB0012.WARNING-Repeat measurements at this control monument indicate possible
 GB0012.vertical movement.
 GB0012
 GB0012.The geoid height was determined by GEOID03.
 GB0012
 GB0012.The dynamic height is computed by dividing the NAVD 88
 GB0012.geopotential number by the normal gravity value computed on the
 GB0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0012.degrees latitude (g = 980.6199 gals.).
 GB0012
 GB0012.The modeled gravity was interpolated from observed gravity values.
 GB0012
 GB0012;                    North         East    Units  Estimated Accuracy
 GB0012;SPC TN       -   248,830.      738,770.      MT  (+/- 180 meters Scaled)
 GB0012
 GB0012                          SUPERSEDED SURVEY CONTROL
 GB0012
 GB0012  NGVD 29 (??/??/92)  398.425  (m)         1307.17   (f) ADJ UNCH    1 1
 GB0012
 GB0012.Superseded values are not recommended for survey control.
 GB0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0012.See file dsdata.txt to determine how the superseded data were derived.
 GB0012
 GB0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF282497(NAD 83)
 GB0012_MARKER: DB = BENCH MARK DISK
 GB0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0012_SP_SET: ABUTMENT
 GB0012_STAMPING: D 198 1950
 GB0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0012
 GB0012  HISTORY     - Date     Condition        Report By
 GB0012  HISTORY     - 1950     MONUMENTED       CGS
 GB0012  HISTORY     - 1968     GOOD             NGS
 GB0012
 GB0012                          STATION DESCRIPTION
 GB0012
 GB0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0012'0.7 MI N FROM WINFIELD.
 GB0012'ABOUT 0.7 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0012'OFFICE AT WINFIELD, 130 YARDS NORTH OF MILEPOST 203, SET IN THE
 GB0012'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A STEEL
 GB0012'RAILROAD BRIDGE OVER A GRAVELED ROAD AND PAUNCH CREEK, 20 FEET
 GB0012'EAST OF THE EAST RAIL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 GB0012'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0767 ***********************************************************************
 FE0767  DESIGNATION -  D 20
 FE0767  PID         -  FE0767
 FE0767  STATE/COUNTY-  TN/HENDERSON
 FE0767  USGS QUAD   -  LURAY (1983)
 FE0767
 FE0767                         *CURRENT SURVEY CONTROL
 FE0767  ___________________________________________________________________
 FE0767* NAD 83(1986)-  35 35 35.     (N)    088 35 56.     (W)     SCALED    
 FE0767* NAVD 88     -       119.812  (meters)     393.08   (feet)  ADJUSTED  
 FE0767  ___________________________________________________________________
 FE0767  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0767  DYNAMIC HT  -         119.705 (meters)     392.73  (feet)  COMP
 FE0767  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 FE0767
 FE0767  VERT ORDER  -  SECOND    CLASS 0
 FE0767
 FE0767.The horizontal coordinates were scaled from a topographic map and have
 FE0767.an estimated accuracy of +/- 6 seconds.
 FE0767
 FE0767.The orthometric height was determined by differential leveling
 FE0767.and adjusted by the National Geodetic Survey in June 1991..
 FE0767
 FE0767.The geoid height was determined by GEOID03.
 FE0767
 FE0767.The dynamic height is computed by dividing the NAVD 88
 FE0767.geopotential number by the normal gravity value computed on the
 FE0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0767.degrees latitude (g = 980.6199 gals.).
 FE0767
 FE0767.The modeled gravity was interpolated from observed gravity values.
 FE0767
 FE0767;                    North         East    Units  Estimated Accuracy
 FE0767;SPC TN       -   142,890.      364,510.      MT  (+/- 180 meters Scaled)
 FE0767
 FE0767                          SUPERSEDED SURVEY CONTROL
 FE0767
 FE0767  NGVD 29 (??/??/??)  119.839  (m)          393.17   (f) ADJUSTED    2 0
 FE0767
 FE0767.Superseded values are not recommended for survey control.
 FE0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0767.See file dsdata.txt to determine how the superseded data were derived.
 FE0767
 FE0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE551399(NAD 83)
 FE0767_MARKER: DB = BENCH MARK DISK
 FE0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0767_STAMPING: 393.277 D 20 1934
 FE0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0767+STABILITY: SURFACE MOTION
 FE0767
 FE0767  HISTORY     - Date     Condition        Report By
 FE0767  HISTORY     - 1934     MONUMENTED       CGS
 FE0767  HISTORY     - 1935     GOOD             CGS
 FE0767
 FE0767                          STATION DESCRIPTION
 FE0767
 FE0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0767'1.9 MI E FROM BEECH BLUFF.
 FE0767'IN HENDERSON COUNTY, 1.9 MILES EAST ALONG THE NASHVILLE,
 FE0767'CHATTANOOGA AND ST. LOUIS RAILWAY FROM BEECH BLUFF, MADISON
 FE0767'COUNTY, 22 POLES WEST OF MILEPOST 131, OPPOSITE SURVEY STATION
 FE0767'6942+35, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK, 5 FEET
 FE0767'WEST OF A ROAD THROUGH A FIELD, AND 1 FOOT INSIDE THE
 FE0767'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 393.277 D 20 1934
 FE0767'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0150 ***********************************************************************
 GB0150  DESIGNATION -  D 201
 GB0150  PID         -  GB0150
 GB0150  STATE/COUNTY-  TN/SCOTT
 GB0150  USGS QUAD   -  WINFIELD (1982)
 GB0150
 GB0150                         *CURRENT SURVEY CONTROL
 GB0150  ___________________________________________________________________
 GB0150* NAD 83(1986)-  36 34 58.     (N)    084 24 52.     (W)     SCALED    
 GB0150* NAVD 88     -       417.127  (meters)    1368.52   (feet)  ADJUSTED  
 GB0150  ___________________________________________________________________
 GB0150  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GB0150  DYNAMIC HT  -         416.780 (meters)    1367.39  (feet)  COMP
 GB0150  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GB0150
 GB0150  VERT ORDER  -  SECOND    CLASS 0
 GB0150
 GB0150.The horizontal coordinates were scaled from a topographic map and have
 GB0150.an estimated accuracy of +/- 6 seconds.
 GB0150
 GB0150.The orthometric height was determined by differential leveling
 GB0150.and adjusted by the National Geodetic Survey in June 1991..
 GB0150
 GB0150.The geoid height was determined by GEOID03.
 GB0150
 GB0150.The dynamic height is computed by dividing the NAVD 88
 GB0150.geopotential number by the normal gravity value computed on the
 GB0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0150.degrees latitude (g = 980.6199 gals.).
 GB0150
 GB0150.The modeled gravity was interpolated from observed gravity values.
 GB0150
 GB0150;                    North         East    Units  Estimated Accuracy
 GB0150;SPC TN       -   250,730.      741,900.      MT  (+/- 180 meters Scaled)
 GB0150
 GB0150                          SUPERSEDED SURVEY CONTROL
 GB0150
 GB0150  NGVD 29 (??/??/92)  417.262  (m)         1368.97   (f) ADJ UNCH    2 0
 GB0150
 GB0150.Superseded values are not recommended for survey control.
 GB0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0150.See file dsdata.txt to determine how the superseded data were derived.
 GB0150
 GB0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF313517(NAD 83)
 GB0150_MARKER: DB = BENCH MARK DISK
 GB0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0150_STAMPING: D 201 1951 1368.967
 GB0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0150+STABILITY: SURFACE MOTION
 GB0150
 GB0150  HISTORY     - Date     Condition        Report By
 GB0150  HISTORY     - 1951     MONUMENTED       CGS
 GB0150  HISTORY     - 1957     GOOD             NGS
 GB0150
 GB0150                          STATION DESCRIPTION
 GB0150
 GB0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0150'2.1 MI SE FROM ISHAM.
 GB0150'ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE
 GB0150'KENTUCKY-TENNESSEE STATE LINE AT ISHAM, THENCE ABOUT 1.55 MILES
 GB0150'EAST ALONG A DIRT ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG A
 GB0150'DIRT ROAD, AT THE JUNCTION OF A DRIVE EAST TO A HOUSE WITH
 GB0150'IMITATION BRICK SIDING, 51 FEET EAST OF THE CENTER LINE OF ROAD
 GB0150'AT THE JUNCTION OF SOUTH LEG OF DRIVE, 18 FEET SOUTH OF THE CENTER
 GB0150'LINE OF DRIVE, 32 FEET SOUTHEAST OF A 30-INCH FORKED OAK TREE IN
 GB0150'TRIANGLE FORMED BY DRIVE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 GB0150'WITNESS POST, ABOUT 5 FEET ABOVE THE ROAD AND SET IN THE TOP
 GB0150'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE
 GB0150'REACHED FROM THE BAPTIST CHURCH AND SCHOOL AT PLEASANT GROVE
 GB0150'BY GOING ABOUT 0.1 MILE WEST ALONG A DIRT ROAD, THENCE ABOUT
 GB0150'0.25 MILE NORTH ALONG A DIRT ROAD.
 GB0150
 GB0150                          STATION RECOVERY (1957)
 GB0150
 GB0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0142 ***********************************************************************
 GB0142  DESIGNATION -  D 202
 GB0142  PID         -  GB0142
 GB0142  STATE/COUNTY-  TN/CAMPBELL
 GB0142  USGS QUAD   -  JELLICO WEST (1979)
 GB0142
 GB0142                         *CURRENT SURVEY CONTROL
 GB0142  ___________________________________________________________________
 GB0142* NAD 83(1986)-  36 34 03.     (N)    084 09 21.     (W)     SCALED    
 GB0142* NAVD 88     -       295.045  (meters)     967.99   (feet)  ADJUSTED  
 GB0142  ___________________________________________________________________
 GB0142  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GB0142  DYNAMIC HT  -         294.788 (meters)     967.15  (feet)  COMP
 GB0142  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 GB0142
 GB0142  VERT ORDER  -  SECOND    CLASS 0
 GB0142
 GB0142.The horizontal coordinates were scaled from a topographic map and have
 GB0142.an estimated accuracy of +/- 6 seconds.
 GB0142
 GB0142.The orthometric height was determined by differential leveling
 GB0142.and adjusted by the National Geodetic Survey in June 1991..
 GB0142
 GB0142.The geoid height was determined by GEOID03.
 GB0142
 GB0142.The dynamic height is computed by dividing the NAVD 88
 GB0142.geopotential number by the normal gravity value computed on the
 GB0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0142.degrees latitude (g = 980.6199 gals.).
 GB0142
 GB0142.The modeled gravity was interpolated from observed gravity values.
 GB0142
 GB0142;                    North         East    Units  Estimated Accuracy
 GB0142;SPC TN       -   249,440.      765,070.      MT  (+/- 180 meters Scaled)
 GB0142
 GB0142                          SUPERSEDED SURVEY CONTROL
 GB0142
 GB0142  NGVD 29 (??/??/92)  295.187  (m)          968.46   (f) ADJ UNCH    2 0
 GB0142
 GB0142.Superseded values are not recommended for survey control.
 GB0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0142.See file dsdata.txt to determine how the superseded data were derived.
 GB0142
 GB0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF545506(NAD 83)
 GB0142_MARKER: DB = BENCH MARK DISK
 GB0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0142_STAMPING: D 202 1951 968.459
 GB0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0142+STABILITY: SURFACE MOTION
 GB0142
 GB0142  HISTORY     - Date     Condition        Report By
 GB0142  HISTORY     - 1951     MONUMENTED       CGS
 GB0142  HISTORY     - 1957     POOR             NGS
 GB0142  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0142
 GB0142                          STATION DESCRIPTION
 GB0142
 GB0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0142'2.2 MI SW FROM JELLICO.
 GB0142'ABOUT 2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0142'STATION AT JELLICO, ABOUT 1.15 MILES NORTHEAST OF THE STATION
 GB0142'AT NEWCOMB, ABOUT 7 RAILS NORTHEAST OF MILE POST 63, SET AT
 GB0142'A GRAVEL ROAD CROSSING, 20 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 GB0142'RAIL, 47 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 1/2
 GB0142'FEET SOUTHEAST OF A TELEPHONE POLE, 22 FEET SOUTH OF THE
 GB0142'SOUTHEAST END OF A 3-FOOT STONE CULVERT UNDER TRACK, 52 FEET
 GB0142'NORTHWEST OF THE NORTH CORNER OF A SMALL CONCRETE BLOCK STORE
 GB0142'BUILDING, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 GB0142'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0142'PROJECTING 6 INCHES.
 GB0142
 GB0142                          STATION RECOVERY (1957)
 GB0142
 GB0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0142'MARK RECOVERED IN POOR CONDITION.
 GB0142
 GB0142                          STATION RECOVERY (1977)
 GB0142
 GB0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1093 ***********************************************************************
 GB1093  DESIGNATION -  D 203
 GB1093  PID         -  GB1093
 GB1093  STATE/COUNTY-  TN/SCOTT
 GB1093  USGS QUAD   -  SHARP PLACE (1981)
 GB1093
 GB1093                         *CURRENT SURVEY CONTROL
 GB1093  ___________________________________________________________________
 GB1093* NAD 83(1986)-  36 36 08.     (N)    084 46 46.     (W)     SCALED    
 GB1093* NAVD 88     -       480.310  (meters)    1575.82   (feet)  ADJUSTED  
 GB1093  ___________________________________________________________________
 GB1093  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB1093  DYNAMIC HT  -         479.910 (meters)    1574.50  (feet)  COMP
 GB1093  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 GB1093
 GB1093  VERT ORDER  -  SECOND    CLASS 0
 GB1093
 GB1093.The horizontal coordinates were scaled from a topographic map and have
 GB1093.an estimated accuracy of +/- 6 seconds.
 GB1093
 GB1093.The orthometric height was determined by differential leveling
 GB1093.and adjusted by the National Geodetic Survey in June 1991..
 GB1093
 GB1093.The geoid height was determined by GEOID03.
 GB1093
 GB1093.The dynamic height is computed by dividing the NAVD 88
 GB1093.geopotential number by the normal gravity value computed on the
 GB1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1093.degrees latitude (g = 980.6199 gals.).
 GB1093
 GB1093.The modeled gravity was interpolated from observed gravity values.
 GB1093
 GB1093;                    North         East    Units  Estimated Accuracy
 GB1093;SPC TN       -   252,420.      709,210.      MT  (+/- 180 meters Scaled)
 GB1093
 GB1093                          SUPERSEDED SURVEY CONTROL
 GB1093
 GB1093  NGVD 29 (??/??/92)  480.446  (m)         1576.26   (f) ADJ UNCH    2 0
 GB1093
 GB1093.Superseded values are not recommended for survey control.
 GB1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1093.See file dsdata.txt to determine how the superseded data were derived.
 GB1093
 GB1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF986530(NAD 83)
 GB1093_MARKER: DB = BENCH MARK DISK
 GB1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1093_STAMPING: D 203 1951 1576.263
 GB1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1093+STABILITY: SURFACE MOTION
 GB1093
 GB1093  HISTORY     - Date     Condition        Report By
 GB1093  HISTORY     - 1951     MONUMENTED       CGS
 GB1093  HISTORY     - 1958     GOOD             NGS
 GB1093
 GB1093                          STATION DESCRIPTION
 GB1093
 GB1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1093'16.2 MI N FROM EAST JAMESTOWN.
 GB1093'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1093'AT EAST JAMESTOWN, THENCE ABOUT 10.1 MILES NORTHWEST AND NORTHEAST
 GB1093'ALONG A GRAVEL ROAD, NEAR THE KENTUCKY-TENNESSEE STATE LINE,
 GB1093'21 FEET NORTHWEST OF CENTER LINE OF ROAD, 152 FEET SOUTHWEST
 GB1093'OF STATE LINE, 36 FEET NORTHWEST AND ACROSS ROAD FROM A SLASH
 GB1093'BLAZED 6-INCH PINE TREE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 GB1093'WITNESS POST, ABOUT 2 FEET ABOVE ROAD AND SET IN THE TOP OF A
 GB1093'CONCRETE POST PROJECTING 5 INCHES.
 GB1093
 GB1093                          STATION RECOVERY (1958)
 GB1093
 GB1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1568 ***********************************************************************
 GB1568  DESIGNATION -  D 204
 GB1568  PID         -  GB1568
 GB1568  STATE/COUNTY-  TN/CLAY
 GB1568  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1568
 GB1568                         *CURRENT SURVEY CONTROL
 GB1568  ___________________________________________________________________
 GB1568* NAD 83(1986)-  36 35 50.     (N)    085 26 09.     (W)     SCALED    
 GB1568* NAVD 88     -       325.502  (meters)    1067.92   (feet)  ADJUSTED  
 GB1568  ___________________________________________________________________
 GB1568  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB1568  DYNAMIC HT  -         325.223 (meters)    1067.00  (feet)  COMP
 GB1568  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 GB1568
 GB1568  VERT ORDER  -  SECOND    CLASS 0
 GB1568
 GB1568.The horizontal coordinates were scaled from a topographic map and have
 GB1568.an estimated accuracy of +/- 6 seconds.
 GB1568
 GB1568.The orthometric height was determined by differential leveling
 GB1568.and adjusted by the National Geodetic Survey in June 1991..
 GB1568
 GB1568.The geoid height was determined by GEOID03.
 GB1568
 GB1568.The dynamic height is computed by dividing the NAVD 88
 GB1568.geopotential number by the normal gravity value computed on the
 GB1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1568.degrees latitude (g = 980.6199 gals.).
 GB1568
 GB1568.The modeled gravity was interpolated from observed gravity values.
 GB1568
 GB1568;                    North         East    Units  Estimated Accuracy
 GB1568;SPC TN       -   251,330.      650,480.      MT  (+/- 180 meters Scaled)
 GB1568
 GB1568                          SUPERSEDED SURVEY CONTROL
 GB1568
 GB1568  NGVD 29 (??/??/92)  325.608  (m)         1068.27   (f) ADJ UNCH    2 0
 GB1568
 GB1568.Superseded values are not recommended for survey control.
 GB1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1568.See file dsdata.txt to determine how the superseded data were derived.
 GB1568
 GB1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF399513(NAD 83)
 GB1568_MARKER: DB = BENCH MARK DISK
 GB1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1568_STAMPING: D 204 1951
 GB1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1568+STABILITY: SURFACE MOTION
 GB1568
 GB1568  HISTORY     - Date     Condition        Report By
 GB1568  HISTORY     - 1951     MONUMENTED       CGS
 GB1568  HISTORY     - 1966     GOOD             NGS
 GB1568
 GB1568                          STATION DESCRIPTION
 GB1568
 GB1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1568'1 MI SW FROM THOMPSONS STORE.
 GB1568'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 53 FROM THE
 GB1568'CROSSROADS AT THOMPSONS STORE, AT PLAINVIEW SCHOOL, 63 FEET
 GB1568'NORTH OF CENTER LINE OF HIGHWAY, 105 FEET SOUTHEAST OF SOUTHEAST
 GB1568'PORCH CORNER OF SCHOOL BUILDING, 7 FEET NORTH OF NORTHEAST CORNER
 GB1568'OF A SMALL CONCRETE BLOCK BUILDING HOUSING PUMP HOUSE, IN LINE
 GB1568'WITH EAST WALL OF PUMP HOUSE, 2 FEET EAST OF A WHITE WOODEN
 GB1568'WITNESS POST, 4 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A
 GB1568'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- A METAL WITNESS
 GB1568'SING HAS BEEN SECURED TO THE NORTHWEST CORNER OF THE PUMP
 GB1568'HOUSE.
 GB1568
 GB1568                          STATION RECOVERY (1966)
 GB1568
 GB1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0144 ***********************************************************************
 FE0144  DESIGNATION -  D 21
 FE0144  PID         -  FE0144
 FE0144  STATE/COUNTY-  TN/DECATUR
 FE0144  USGS QUAD   -  PERRYVILLE (1986)
 FE0144
 FE0144                         *CURRENT SURVEY CONTROL
 FE0144  ___________________________________________________________________
 FE0144* NAD 83(1986)-  35 36 35.     (N)    088 07 14.     (W)     SCALED    
 FE0144* NAVD 88     -       131.330  (meters)     430.87   (feet)  POSTED    
 FE0144  ___________________________________________________________________
 FE0144  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0144  DYNAMIC HT  -         131.210 (meters)     430.48  (feet)  COMP
 FE0144  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 FE0144
 FE0144  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FE0144
 FE0144.The horizontal coordinates were scaled from a topographic map and have
 FE0144.an estimated accuracy of +/- 6 seconds.
 FE0144
 FE0144.The orthometric height was determined by differential leveling
 FE0144.and adjusted by the National Geodetic Survey in 1992..
 FE0144.No vertical observational check was made to the station.
 FE0144.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FE0144.was located on a no-check spur therefore a value was not computed.
 FE0144
 FE0144.The geoid height was determined by GEOID03.
 FE0144
 FE0144.The dynamic height is computed by dividing the NAVD 88
 FE0144.geopotential number by the normal gravity value computed on the
 FE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0144.degrees latitude (g = 980.6199 gals.).
 FE0144
 FE0144.The modeled gravity was interpolated from observed gravity values.
 FE0144
 FE0144;                    North         East    Units  Estimated Accuracy
 FE0144;SPC TN       -   143,700.      407,890.      MT  (+/- 180 meters Scaled)
 FE0144
 FE0144                          SUPERSEDED SURVEY CONTROL
 FE0144
 FE0144  NGVD 29 (??/??/??)  131.341  (m)          430.91   (f) ADJUSTED    2 0
 FE0144
 FE0144.Superseded values are not recommended for survey control.
 FE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0144.See file dsdata.txt to determine how the superseded data were derived.
 FE0144
 FE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE985412(NAD 83)
 FE0144_MARKER: DB = BENCH MARK DISK
 FE0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0144_STAMPING: 430.990 D 21 1934
 FE0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0144+STABILITY: SURFACE MOTION
 FE0144
 FE0144  HISTORY     - Date     Condition        Report By
 FE0144  HISTORY     - 1934     MONUMENTED       CGS
 FE0144  HISTORY     - 1935     GOOD             CGS
 FE0144  HISTORY     - 1971     MARK NOT FOUND   TVA
 FE0144
 FE0144                          STATION DESCRIPTION
 FE0144
 FE0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0144'2.8 MI S FROM PARSONS.
 FE0144'2.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM PARSONS, DECATUR
 FE0144'COUNTY, 400 FEET SOUTH OF A ROAD INTERSECTION, 180 FEET EAST OF
 FE0144'A HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET
 FE0144'WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED 430.990 D 21 1934
 FE0144'AND SET IN THE TOP OF A CONCRETE POST.
 FE0144
 FE0144                          STATION RECOVERY (1971)
 FE0144
 FE0144'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 FE0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1246 ***********************************************************************
 FE1246  DESIGNATION -  D 212
 FE1246  PID         -  FE1246
 FE1246  STATE/COUNTY-  TN/SHELBY
 FE1246  USGS QUAD   -  ELLENDALE (1993)
 FE1246
 FE1246                         *CURRENT SURVEY CONTROL
 FE1246  ___________________________________________________________________
 FE1246* NAD 83(1986)-  35 12 18.     (N)    089 50 04.     (W)     SCALED    
 FE1246* NAVD 88     -        85.722  (meters)     281.24   (feet)  ADJUSTED  
 FE1246  ___________________________________________________________________
 FE1246  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1246  DYNAMIC HT  -          85.644 (meters)     280.98  (feet)  COMP
 FE1246  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FE1246
 FE1246  VERT ORDER  -  SECOND    CLASS 0
 FE1246
 FE1246.The horizontal coordinates were scaled from a topographic map and have
 FE1246.an estimated accuracy of +/- 6 seconds.
 FE1246
 FE1246.The orthometric height was determined by differential leveling
 FE1246.and adjusted by the National Geodetic Survey in June 1991..
 FE1246
 FE1246.The geoid height was determined by GEOID03.
 FE1246
 FE1246.The dynamic height is computed by dividing the NAVD 88
 FE1246.geopotential number by the normal gravity value computed on the
 FE1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1246.degrees latitude (g = 980.6199 gals.).
 FE1246
 FE1246.The modeled gravity was interpolated from observed gravity values.
 FE1246
 FE1246;                    North         East    Units  Estimated Accuracy
 FE1246;SPC TN       -   103,550.      250,920.      MT  (+/- 180 meters Scaled)
 FE1246
 FE1246                          SUPERSEDED SURVEY CONTROL
 FE1246
 FE1246  NGVD 29 (??/??/??)   85.709  (m)          281.20   (f) ADJUSTED    2 0
 FE1246
 FE1246.Superseded values are not recommended for survey control.
 FE1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1246.See file dsdata.txt to determine how the superseded data were derived.
 FE1246
 FE1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD419994(NAD 83)
 FE1246_MARKER: DB = BENCH MARK DISK
 FE1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1246_SP_SET: BRIDGE
 FE1246_STAMPING: D 212 1958
 FE1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1246
 FE1246  HISTORY     - Date     Condition        Report By
 FE1246  HISTORY     - 1958     MONUMENTED       CGS
 FE1246  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1246
 FE1246                          STATION DESCRIPTION
 FE1246
 FE1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1246'1.9 MI E FROM BARTLETT.
 FE1246'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING
 FE1246'AT BARTLETT 121 FT. SOUTH OF THE CENTER LINE OF THE JUNCTION OF
 FE1246'U.S. HIGHWAY 70 AND 79, AND HIGHWAY 64 LEADING EAST, AND STAGE
 FE1246'ROAD LEADING WEST, 121 FT. EAST OF THE CENTER LINE OF HIGHWAY 70
 FE1246'AND 79, 71 FT. SOUTH OF A POWER LINE POLE, 1.7 FT SOUTH OF THE
 FE1246'NORTH END OF A CONCRETE ABUTMENT OF A 12 FT. CULVERT OVER A
 FE1246'CREEK.  A C AND GS DISK DRILLED IN THE TOP OF A CONCRETE ABUTMENT
 FE1246'ABOUT LEVEL WITH THE HIGHWAY.
 FE1246
 FE1246                          STATION RECOVERY (1992)
 FE1246
 FE1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1246'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1291 ***********************************************************************
 FE1291  DESIGNATION -  D 213
 FE1291  PID         -  FE1291
 FE1291  STATE/COUNTY-  TN/FAYETTE
 FE1291  USGS QUAD   -  ARLINGTON (1973)
 FE1291
 FE1291                         *CURRENT SURVEY CONTROL
 FE1291  ___________________________________________________________________
 FE1291* NAD 83(1986)-  35 17 44.     (N)    089 37 56.     (W)     SCALED    
 FE1291* NAVD 88     -        84.806  (meters)     278.23   (feet)  ADJUSTED  
 FE1291  ___________________________________________________________________
 FE1291  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1291  DYNAMIC HT  -          84.730 (meters)     277.99  (feet)  COMP
 FE1291  MODELED GRAV-     979,738.0   (mgal)                       NAVD 88
 FE1291
 FE1291  VERT ORDER  -  SECOND    CLASS 0
 FE1291
 FE1291.The horizontal coordinates were scaled from a topographic map and have
 FE1291.an estimated accuracy of +/- 6 seconds.
 FE1291
 FE1291.The orthometric height was determined by differential leveling
 FE1291.and adjusted by the National Geodetic Survey in June 1991..
 FE1291
 FE1291.The geoid height was determined by GEOID03.
 FE1291
 FE1291.The dynamic height is computed by dividing the NAVD 88
 FE1291.geopotential number by the normal gravity value computed on the
 FE1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1291.degrees latitude (g = 980.6199 gals.).
 FE1291
 FE1291.The modeled gravity was interpolated from observed gravity values.
 FE1291
 FE1291;                    North         East    Units  Estimated Accuracy
 FE1291;SPC TN       -   112,890.      269,700.      MT  (+/- 180 meters Scaled)
 FE1291
 FE1291                          SUPERSEDED SURVEY CONTROL
 FE1291
 FE1291  NGVD 29 (??/??/??)   84.796  (m)          278.20   (f) ADJUSTED    2 0
 FE1291
 FE1291.Superseded values are not recommended for survey control.
 FE1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1291.See file dsdata.txt to determine how the superseded data were derived.
 FE1291
 FE1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE606089(NAD 83)
 FE1291_MARKER: DB = BENCH MARK DISK
 FE1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1291_STAMPING: D 213 1959
 FE1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1291+STABILITY: SURFACE MOTION
 FE1291
 FE1291  HISTORY     - Date     Condition        Report By
 FE1291  HISTORY     - 1959     MONUMENTED       CGS
 FE1291  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1291
 FE1291                          STATION DESCRIPTION
 FE1291
 FE1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1291'2.6 MI SW FROM GALLAWAY.
 FE1291'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1291'CROSSING AT GALLAWAY, THENCE 0.7 MILE WEST ALONG A PAVED ROAD,
 FE1291'59.0 FT. SOUTH OF A TELEPHONE POLE, 29.2 FT. SOUTH OF THE
 FE1291'CENTER LINE OF A PAVED ROAD, 2.0 FT. EAST OF A WITNESS POST,
 FE1291'1.1 FT. NORTH OF AN EAST-WEST FENCE LINE, A C AND GS DISK SET
 FE1291'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, ABOUT 2.0 FT.
 FE1291'ABOVE THE LEVEL OF THE ROAD.
 FE1291
 FE1291                          STATION RECOVERY (2002)
 FE1291
 FE1291'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0626 ***********************************************************************
 FE0626  DESIGNATION -  D 216
 FE0626  PID         -  FE0626
 FE0626  STATE/COUNTY-  TN/MADISON
 FE0626  USGS QUAD   -  JACKSON NORTH (1983)
 FE0626
 FE0626                         *CURRENT SURVEY CONTROL
 FE0626  ___________________________________________________________________
 FE0626* NAD 83(1986)-  35 40 51.     (N)    088 45 42.     (W)     SCALED    
 FE0626* NAVD 88     -       163.623  (meters)     536.82   (feet)  ADJUSTED  
 FE0626  ___________________________________________________________________
 FE0626  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0626  DYNAMIC HT  -         163.478 (meters)     536.34  (feet)  COMP
 FE0626  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FE0626
 FE0626  VERT ORDER  -  SECOND    CLASS 0
 FE0626
 FE0626.The horizontal coordinates were scaled from a topographic map and have
 FE0626.an estimated accuracy of +/- 6 seconds.
 FE0626
 FE0626.The orthometric height was determined by differential leveling
 FE0626.and adjusted by the National Geodetic Survey in June 1991..
 FE0626
 FE0626.The geoid height was determined by GEOID03.
 FE0626
 FE0626.The dynamic height is computed by dividing the NAVD 88
 FE0626.geopotential number by the normal gravity value computed on the
 FE0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0626.degrees latitude (g = 980.6199 gals.).
 FE0626
 FE0626.The modeled gravity was interpolated from observed gravity values.
 FE0626
 FE0626;                    North         East    Units  Estimated Accuracy
 FE0626;SPC TN       -   153,030.      350,040.      MT  (+/- 180 meters Scaled)
 FE0626
 FE0626                          SUPERSEDED SURVEY CONTROL
 FE0626
 FE0626  NGVD 29 (??/??/??)  163.659  (m)          536.94   (f) ADJUSTED    2 0
 FE0626
 FE0626.Superseded values are not recommended for survey control.
 FE0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0626.See file dsdata.txt to determine how the superseded data were derived.
 FE0626
 FE0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE405499(NAD 83)
 FE0626_MARKER: DB = BENCH MARK DISK
 FE0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0626_STAMPING: D 216 1959
 FE0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0626+STABILITY: SURFACE MOTION
 FE0626
 FE0626  HISTORY     - Date     Condition        Report By
 FE0626  HISTORY     - 1959     MONUMENTED       CGS
 FE0626  HISTORY     - 1959     GOOD             CGS
 FE0626  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0626
 FE0626                          STATION DESCRIPTION
 FE0626
 FE0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0626'10.6 MI N FROM JACKSON.
 FE0626'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0626'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 6.9 MILES NORTHEAST ALONG
 FE0626'INTERSTATE HIGHWAY 40.  IT IS 105 FEET SOUTH OF THE CENTER LINE
 FE0626'OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 40, 1 FOOT
 FE0626'NORTH OF RIGHT-OF-WAY FENCE, AND 2.5 FEET WEST OF A WITNESS
 FE0626'SIGN.  THE MARK IS SET IN THE TOP OF A CONCRETE POST, WHICH IS
 FE0626'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
 FE0626
 FE0626                          STATION RECOVERY (2002)
 FE0626
 FE0626'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0626'LOCATION IS AT NEW DELTA FAUCET CORP. GROUND AND FENCE HAVE BEEN
 FE0626'WORKED ON, NEW LANDSCAPE AND NEW FENCE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0038 ***********************************************************************
 FE0038  DESIGNATION -  D 217
 FE0038  PID         -  FE0038
 FE0038  STATE/COUNTY-  TN/BENTON
 FE0038  USGS QUAD   -  SUGAR TREE (1986)
 FE0038
 FE0038                         *CURRENT SURVEY CONTROL
 FE0038  ___________________________________________________________________
 FE0038* NAD 83(1986)-  35 50 38.     (N)    088 04 52.     (W)     SCALED    
 FE0038* NAVD 88     -       181.401  (meters)     595.15   (feet)  ADJUSTED  
 FE0038  ___________________________________________________________________
 FE0038  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0038  DYNAMIC HT  -         181.244 (meters)     594.63  (feet)  COMP
 FE0038  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 FE0038
 FE0038  VERT ORDER  -  SECOND    CLASS 0
 FE0038
 FE0038.The horizontal coordinates were scaled from a topographic map and have
 FE0038.an estimated accuracy of +/- 6 seconds.
 FE0038
 FE0038.The orthometric height was determined by differential leveling
 FE0038.and adjusted by the National Geodetic Survey in June 1991..
 FE0038
 FE0038.The geoid height was determined by GEOID03.
 FE0038
 FE0038.The dynamic height is computed by dividing the NAVD 88
 FE0038.geopotential number by the normal gravity value computed on the
 FE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0038.degrees latitude (g = 980.6199 gals.).
 FE0038
 FE0038.The modeled gravity was interpolated from observed gravity values.
 FE0038
 FE0038;                    North         East    Units  Estimated Accuracy
 FE0038;SPC TN       -   169,590.      412,010.      MT  (+/- 180 meters Scaled)
 FE0038
 FE0038                          SUPERSEDED SURVEY CONTROL
 FE0038
 FE0038  NGVD 29 (??/??/??)  181.422  (m)          595.22   (f) ADJUSTED    2 0
 FE0038
 FE0038.Superseded values are not recommended for survey control.
 FE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0038.See file dsdata.txt to determine how the superseded data were derived.
 FE0038
 FE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE023671(NAD 83)
 FE0038_MARKER: DB = BENCH MARK DISK
 FE0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0038_STAMPING: D 217 1959
 FE0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0038+STABILITY: SURFACE MOTION
 FE0038
 FE0038  HISTORY     - Date     Condition        Report By
 FE0038  HISTORY     - 1959     MONUMENTED       CGS
 FE0038  HISTORY     - 1972     GOOD             TVA
 FE0038
 FE0038                          STATION DESCRIPTION
 FE0038
 FE0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0038'1.7 MI S FROM MC ILLWAIN.
 FE0038'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0038'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0038'MILES SOUTHEAST OF HOLLADAY, GO 0.1 MILE WEST ON STATE HIGHWAY
 FE0038'69, THENCE 1.2 MILES SOUTH ON A GRAVELED ROAD, THENCE 0.4 MILE
 FE0038'SOUTHEAST ON A FARM ROAD, THE MARK IS ABOUT 0.05 MILE WEST OF A
 FE0038'FARM HOUSE, ABOUT 150 FT. NORTH-NORTHWEST OF THE PROPOSED CENTER
 FE0038'LINE OF INTERSTATE HIGHWAY 40, 93 FT. SOUTH OF THE SOUTHWEST
 FE0038'CORNER OF A BARN, 27 FT. NORTHEAST OF THE CENTER OF A DIRT ROAD,
 FE0038'1.6 FT. NORTH-NORTHWEST OF A WITNESS POST, A DISK SET IN TOP OF A
 FE0038'CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 6 FT. ABOVE THE LEVEL
 FE0038'OF THE ROAD.  TO REACH TRIANGULATION STATION MC ILLWAIN 1959
 FE0038'FROM THIS BENCH MARK, GO 0.65 MILES NORTHEAST ACROSS COUNTRY TO A
 FE0038'GRAVELED ROAD, THENCE 0.6 MILES EAST ON A GRAVELED ROAD, THENCE 0.1
 FE0038'MILE NORTH ON STATE HIGHWAY 69.
 FE0038
 FE0038                          STATION RECOVERY (1972)
 FE0038
 FE0038'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1138 ***********************************************************************
 FD1138  DESIGNATION -  D 218
 FD1138  PID         -  FD1138
 FD1138  STATE/COUNTY-  TN/HUMPHREYS
 FD1138  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1138
 FD1138                         *CURRENT SURVEY CONTROL
 FD1138  ___________________________________________________________________
 FD1138* NAD 83(1986)-  35 52 58.     (N)    087 45 35.     (W)     SCALED    
 FD1138* NAVD 88     -       165.570  (meters)     543.21   (feet)  ADJUSTED  
 FD1138  ___________________________________________________________________
 FD1138  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1138  DYNAMIC HT  -         165.428 (meters)     542.74  (feet)  COMP
 FD1138  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1138
 FD1138  VERT ORDER  -  SECOND    CLASS 0
 FD1138
 FD1138.The horizontal coordinates were scaled from a topographic map and have
 FD1138.an estimated accuracy of +/- 6 seconds.
 FD1138
 FD1138.The orthometric height was determined by differential leveling
 FD1138.and adjusted by the National Geodetic Survey in June 1991..
 FD1138
 FD1138.The geoid height was determined by GEOID03.
 FD1138
 FD1138.The dynamic height is computed by dividing the NAVD 88
 FD1138.geopotential number by the normal gravity value computed on the
 FD1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1138.degrees latitude (g = 980.6199 gals.).
 FD1138
 FD1138.The modeled gravity was interpolated from observed gravity values.
 FD1138
 FD1138;                    North         East    Units  Estimated Accuracy
 FD1138;SPC TN       -   173,340.      441,120.      MT  (+/- 180 meters Scaled)
 FD1138
 FD1138                          SUPERSEDED SURVEY CONTROL
 FD1138
 FD1138  NGVD 29 (??/??/92)  165.603  (m)          543.32   (f) ADJ UNCH    2 0
 FD1138
 FD1138.Superseded values are not recommended for survey control.
 FD1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1138.See file dsdata.txt to determine how the superseded data were derived.
 FD1138
 FD1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE314712(NAD 83)
 FD1138_MARKER: DB = BENCH MARK DISK
 FD1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1138_STAMPING: D 218 1959
 FD1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1138+STABILITY: SURFACE MOTION
 FD1138
 FD1138  HISTORY     - Date     Condition        Report By
 FD1138  HISTORY     - 1959     MONUMENTED       CGS
 FD1138  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1138  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1138
 FD1138                          STATION DESCRIPTION
 FD1138
 FD1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1138'2.8 MI E FROM BUFFALO.
 FD1138'FROM A T JUNCTION IN BUFFALO, (A SMALL SETTLEMENT LOCATED 9
 FD1138'MILES NORTH ON STATE HIGHWAY 13, AND 0.4 MILE WEST FROM LOBEVILLE),
 FD1138'GO EAST FOR 2.8 MILES ON AN ASPHALT AND GRAVELED ROAD, 25 FT.
 FD1138'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 13 FT NORTH OF A
 FD1138'SMALL DOGWOOD TREE, 2.3 FT. SOUTHWEST OF A WITNESS SIGN, AND
 FD1138'ABOUT 100 FT. SOUTH OF A CURVE IN THE ROAD, A DISK SET IN TOP
 FD1138'OF A CONCRETE POST PROJECTING 2 INCHES, AND ABOUT LEVEL WITH THE
 FD1138'ROAD.
 FD1138
 FD1138                          STATION RECOVERY (1973)
 FD1138
 FD1138'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1434 ***********************************************************************
 GC1434  DESIGNATION -  D 219
 GC1434  PID         -  GC1434
 GC1434  STATE/COUNTY-  TN/DICKSON
 GC1434  USGS QUAD   -  DICKSON (1986)
 GC1434
 GC1434                         *CURRENT SURVEY CONTROL
 GC1434  ___________________________________________________________________
 GC1434* NAD 83(1986)-  36 00 02.     (N)    087 25 11.     (W)     SCALED    
 GC1434* NAVD 88     -       195.128  (meters)     640.18   (feet)  ADJUSTED  
 GC1434  ___________________________________________________________________
 GC1434  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1434  DYNAMIC HT  -         194.957 (meters)     639.62  (feet)  COMP
 GC1434  MODELED GRAV-     979,748.7   (mgal)                       NAVD 88
 GC1434
 GC1434  VERT ORDER  -  SECOND    CLASS 0
 GC1434
 GC1434.The horizontal coordinates were scaled from a topographic map and have
 GC1434.an estimated accuracy of +/- 6 seconds.
 GC1434
 GC1434.The orthometric height was determined by differential leveling
 GC1434.and adjusted by the National Geodetic Survey in June 1991..
 GC1434
 GC1434.The geoid height was determined by GEOID03.
 GC1434
 GC1434.The dynamic height is computed by dividing the NAVD 88
 GC1434.geopotential number by the normal gravity value computed on the
 GC1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1434.degrees latitude (g = 980.6199 gals.).
 GC1434
 GC1434.The modeled gravity was interpolated from observed gravity values.
 GC1434
 GC1434;                    North         East    Units  Estimated Accuracy
 GC1434;SPC TN       -   185,910.      472,000.      MT  (+/- 180 meters Scaled)
 GC1434
 GC1434                          SUPERSEDED SURVEY CONTROL
 GC1434
 GC1434  NGVD 29 (??/??/92)  195.123  (m)          640.17   (f) ADJ UNCH    2 0
 GC1434
 GC1434.Superseded values are not recommended for survey control.
 GC1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1434.See file dsdata.txt to determine how the superseded data were derived.
 GC1434
 GC1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE621840(NAD 83)
 GC1434_MARKER: DB = BENCH MARK DISK
 GC1434_SETTING: 80 = SET IN A BOULDER
 GC1434_SP_SET: BOULDER
 GC1434_STAMPING: D 219 1959
 GC1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1434+STABILITY: SURFACE MOTION
 GC1434
 GC1434  HISTORY     - Date     Condition        Report By
 GC1434  HISTORY     - 1959     MONUMENTED       CGS
 GC1434
 GC1434                          STATION DESCRIPTION
 GC1434
 GC1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1434'4.8 MI SE FROM OAK GROVE.
 GC1434'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 GC1434'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTHEAST
 GC1434'ON A GRAVELED ROAD FOR 2.95 MILES, THENCE SOUTH ON A GRAVELED
 GC1434'ROAD FOR 0.4 MILE, THENCE EAST ON A GRAVELED ROAD FOR 1.45 MILES,
 GC1434'19 FT. SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, A DISK
 GC1434'DRILLED IN THE TOP OF A LARGE BOULDER ABOUT 0.05 MILE WEST OF A SHARP
 GC1434'CURVE, AND 8 FT. NORTH OF THE EDGE OF A ROCK BLUFF, AND ABOUT 2 FT.
 GC1434'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0719 ***********************************************************************
 FD0719  DESIGNATION -  D 22
 FD0719  PID         -  FD0719
 FD0719  STATE/COUNTY-  TN/DICKSON
 FD0719  USGS QUAD   -  LYLES (1992)
 FD0719
 FD0719                         *CURRENT SURVEY CONTROL
 FD0719  ___________________________________________________________________
 FD0719* NAD 83(1995)-  35 58 33.69424(N)    087 19 06.06159(W)     ADJUSTED  
 FD0719* NAVD 88     -       277.792  (meters)     911.39   (feet)  ADJUSTED  
 FD0719  ___________________________________________________________________
 FD0719  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FD0719  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD0719  DYNAMIC HT  -         277.550 (meters)     910.60  (feet)  COMP
 FD0719  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 FD0719
 FD0719  HORZ ORDER  -  SECOND
 FD0719  VERT ORDER  -  SECOND    CLASS 0
 FD0719
 FD0719.The horizontal coordinates were established by classical geodetic methods
 FD0719.and adjusted by the National Geodetic Survey in April 1999..
 FD0719
 FD0719.The orthometric height was determined by differential leveling
 FD0719.and adjusted by the National Geodetic Survey in June 1991..
 FD0719
 FD0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0719
 FD0719.The geoid height was determined by GEOID03.
 FD0719
 FD0719.The dynamic height is computed by dividing the NAVD 88
 FD0719.geopotential number by the normal gravity value computed on the
 FD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0719.degrees latitude (g = 980.6199 gals.).
 FD0719
 FD0719.The modeled gravity was interpolated from observed gravity values.
 FD0719
 FD0719;                    North         East     Units Scale Factor Converg.
 FD0719;SPC TN       -   183,056.270   481,106.063   MT  0.99995146   -0 46 18.5
 FD0719;SPC TN       -   600,577.11  1,578,428.81   sFT  0.99995146   -0 46 18.5
 FD0719;UTM  16      - 3,981,336.252   471,299.104   MT  0.99961015   -0 11 13.3
 FD0719
 FD0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0719!SPC TN       -   0.99996089  x   0.99995146  =   0.99991235
 FD0719!UTM  16      -   0.99996089  x   0.99961015  =   0.99957105
 FD0719
 FD0719                          SUPERSEDED SURVEY CONTROL
 FD0719
 FD0719  NAD 83(1995)-  35 58 33.69658(N)    087 19 06.06498(W) AD(       ) 2
 FD0719  NAD 83(1986)-  35 58 33.70482(N)    087 19 06.06422(W) AD(       ) 2
 FD0719  NAD 27      -  35 58 33.47900(N)    087 19 06.02500(W) AD(       ) 2
 FD0719  NGVD 29 (??/??/92)  277.779  (m)          911.35   (f) ADJ UNCH    2 0
 FD0719
 FD0719.Superseded values are not recommended for survey control.
 FD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0719.See file dsdata.txt to determine how the superseded data were derived.
 FD0719
 FD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7129981336(NAD 83)
 FD0719_MARKER: DB = BENCH MARK DISK
 FD0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0719_STAMPING: D 22 1934
 FD0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0719+STABILITY: SURFACE MOTION
 FD0719
 FD0719  HISTORY     - Date     Condition        Report By
 FD0719  HISTORY     - 1953     MONUMENTED       CGS
 FD0719  HISTORY     - 1953     GOOD             NGS
 FD0719
 FD0719                          STATION DESCRIPTION
 FD0719
 FD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FD0719'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH-SOUTHWEST OF DICKSON,
 FD0719'ABOUT 0.4 MILE NORTH OF
 FD0719'THE HICKMAN-DICKSON COUNTY LINE AND ON THE PROPERTY
 FD0719'OWNED BY MRS V M MOORE.
 FD0719'
 FD0719'TO REACH THE STATION FROM JUNCTION OF U S HIGHWAY NO 70 AND STATE
 FD0719'HIGHWAY NO 48 IN DICKSON,
 FD0719'GO SOUTH ON STATE HIGHWAY NO 48 FOR 7.7 MILES TO A
 FD0719'CROSSROAD AND STORE ON THE LEFT,
 FD0719'CONTINUE SOUTH ON STATE HIGHWAY NO
 FD0719'48 FOR 1.0 MILE TO THE MOORE DRIVEWAY ON THE LEFT,
 FD0719'TURN LEFT AND GO
 FD0719'EAST THROUGH THE FARM YARD FOR 0.1 MILE TO THE BARN AND THE STATION
 FD0719'AS DESCRIBED.
 FD0719'
 FD0719'BENCH MARK B 22 IS USED AS A REFERENCE MARK.  IT IS 36 FEET EAST OF
 FD0719'THE EAST RAIL OF THE RAIL
 FD0719'ROAD TRACK AND 10 FEET EAST OF THE CENTER OF A
 FD0719'GRAVEL ROAD.  THE MARK IS A 6 X 6
 FD0719'INCH CONCRETE POST, WHICH PROJECTS
 FD0719'4 INCHES WITH A STANDARD USC AND GS BENCH MARK DISK ATOP
 FD0719'STAMPED B 22
 FD0719'1934.
 FD0719
 FD0719                          STATION RECOVERY (1953)
 FD0719
 FD0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD0719'1.7 MI N FROM BON AQUA.
 FD0719'IN DICKSON COUNTY, 1.7 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA
 FD0719'AND ST. LOUIS RAILWAY FROM BON AQUA, HICKMAN COUNTY, 7-3/4
 FD0719'POLES SOUTH OF MILEPOST 9, 25 FEET NORTH OF THE STATION SIGN
 FD0719'AT ABIFF, AT A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE OF
 FD0719'THE TRACK, 5 FEET SOUTH OF THE ROAD, 20 FEET SOUTHWEST OF A
 FD0719'FRAME STORE BUILDING, AND 1 FOOT WEST OF A FENCE CORNER A
 FD0719'STANDARD DISK, STAMPED D 22 1934 AND SET IN THE TOP OF A
 FD0719'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1447 ***********************************************************************
 GC1447  DESIGNATION -  D 220
 GC1447  PID         -  GC1447
 GC1447  STATE/COUNTY-  TN/DICKSON
 GC1447  USGS QUAD   -  BURNS (1986)
 GC1447
 GC1447                         *CURRENT SURVEY CONTROL
 GC1447  ___________________________________________________________________
 GC1447* NAD 83(1986)-  36 00 16.     (N)    087 19 51.     (W)     SCALED    
 GC1447* NAVD 88     -       258.320  (meters)     847.50   (feet)  ADJUSTED  
 GC1447  ___________________________________________________________________
 GC1447  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GC1447  DYNAMIC HT  -         258.094 (meters)     846.76  (feet)  COMP
 GC1447  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 GC1447
 GC1447  VERT ORDER  -  SECOND    CLASS 0
 GC1447
 GC1447.The horizontal coordinates were scaled from a topographic map and have
 GC1447.an estimated accuracy of +/- 6 seconds.
 GC1447
 GC1447.The orthometric height was determined by differential leveling
 GC1447.and adjusted by the National Geodetic Survey in June 1991..
 GC1447
 GC1447.The geoid height was determined by GEOID03.
 GC1447
 GC1447.The dynamic height is computed by dividing the NAVD 88
 GC1447.geopotential number by the normal gravity value computed on the
 GC1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1447.degrees latitude (g = 980.6199 gals.).
 GC1447
 GC1447.The modeled gravity was interpolated from observed gravity values.
 GC1447
 GC1447;                    North         East    Units  Estimated Accuracy
 GC1447;SPC TN       -   186,220.      480,020.      MT  (+/- 180 meters Scaled)
 GC1447
 GC1447                          SUPERSEDED SURVEY CONTROL
 GC1447
 GC1447  NGVD 29 (??/??/92)  258.307  (m)          847.46   (f) ADJ UNCH    2 0
 GC1447
 GC1447.Superseded values are not recommended for survey control.
 GC1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1447.See file dsdata.txt to determine how the superseded data were derived.
 GC1447
 GC1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE701844(NAD 83)
 GC1447_MARKER: DB = BENCH MARK DISK
 GC1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1447_STAMPING: D 220 1959
 GC1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1447+STABILITY: SURFACE MOTION
 GC1447
 GC1447  HISTORY     - Date     Condition        Report By
 GC1447  HISTORY     - 1959     MONUMENTED       CGS
 GC1447
 GC1447                          STATION DESCRIPTION
 GC1447
 GC1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1447'0.6 MI S FROM TIDWELL.
 GC1447'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1447'TIDWELL, GO 0.55 MILE SOUTH ON THE NASHVILLE CHATTANOOGA AND ST.
 GC1447'LOUIS RAILROAD, 81 FT. SOUTHWEST OF STATE HIGHWAY 46, 48 FT. NORTH
 GC1447'OF THE CENTER OF A RAIL ROAD CROSSING AND A DIRT ROAD, 18.5
 GC1447'FT. EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL OF MAIN TRACKS,
 GC1447'2 FT. SOUTH OF A TELEPHONE POLE AND 2 FT. NORTHEAST OF A WITNESS
 GC1447'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES,
 GC1447'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0541 ***********************************************************************
 GC0541  DESIGNATION -  D 221 RESET
 GC0541  PID         -  GC0541
 GC0541  STATE/COUNTY-  TN/ROBERTSON
 GC0541  USGS QUAD   -  WHITE HOUSE (1981)
 GC0541
 GC0541                         *CURRENT SURVEY CONTROL
 GC0541  ___________________________________________________________________
 GC0541* NAD 83(1986)-  36 28 08.     (N)    086 41 12.     (W)     SCALED    
 GC0541* NAVD 88     -       258.45   (+/-2cm)     847.9    (feet)  VERTCON   
 GC0541  ___________________________________________________________________
 GC0541  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0541
 GC0541  VERT ORDER  -  THIRD (See Below)
 GC0541
 GC0541.The horizontal coordinates were scaled from a topographic map and have
 GC0541.an estimated accuracy of +/- 6 seconds.
 GC0541
 GC0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0541.The vertical order pertains to the NGVD 29 superseded value.
 GC0541
 GC0541.The geoid height was determined by GEOID03.
 GC0541
 GC0541;                    North         East    Units  Estimated Accuracy
 GC0541;SPC TN       -   237,160.      538,460.      MT  (+/- 180 meters Scaled)
 GC0541
 GC0541                          SUPERSEDED SURVEY CONTROL
 GC0541
 GC0541  NGVD 29 (??/??/??)  258.51   (m)          848.1    (f) RESET       3  
 GC0541
 GC0541.Superseded values are not recommended for survey control.
 GC0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0541.See file dsdata.txt to determine how the superseded data were derived.
 GC0541
 GC0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF280360(NAD 83)
 GC0541_MARKER: DB = BENCH MARK DISK
 GC0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0541_STAMPING: D 221 RESET 1970
 GC0541_MARK LOGO: CGS   
 GC0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0541+STABILITY: SURFACE MOTION
 GC0541
 GC0541  HISTORY     - Date     Condition        Report By
 GC0541  HISTORY     - 1970     MONUMENTED       CGS
 GC0541
 GC0541                          STATION DESCRIPTION
 GC0541
 GC0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 GC0541'2 MI W FROM WHITE HOUSE.
 GC0541'FROM THE NEW POST OFFICE IN WHITE HOUSE, GO WESTERLY ON STATE
 GC0541'ROUTE 76 FOR 1.8 MILES TO THE MARK ON THE RIGHT, 338 FEET EAST
 GC0541'OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY NORTH JUST
 GC0541'EAST OF THE KELLY FAMILY CEMETERY, 160 FEET WEST OF GUYED
 GC0541'TELEPHONE POLE NO. P1, 137 FEET SOUTH OF GUYED POWERLINE
 GC0541'TRANSFORMER POLE NO. G 34 ST 13, 132 FEET WEST OF THE
 GC0541'APPROXIMATE CENTER OF A GRAVELED DRIVEWAY INTO A BRICK PARSONAGE,
 GC0541'106 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK PARSONAGE,
 GC0541'25 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 76, 2
 GC0541'FEET NORTHEAST OF A SOUTHEAST FENCE CORNER POST, 1.1 FEET EAST
 GC0541'OF A METAL WITNESS POST AND SIGN, AND IN THE SOUTHWEST CORNER
 GC0541'OF PROPERTY OWNED BY THE MT. PLEASANT - PLEASANT GROVE
 GC0541'METHODIST CHURCH.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GC0541'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND
 GC0541'THE DISK IS STAMPED D 221 RESET 1970.  THE MARK IS ABOUT 3 FEET
 GC0541'ABOVE THE HIGHWAY LEVEL ON A LOW BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0611 ***********************************************************************
 GC0611  DESIGNATION -  D 222
 GC0611  PID         -  GC0611
 GC0611  STATE/COUNTY-  TN/DAVIDSON
 GC0611  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0611
 GC0611                         *CURRENT SURVEY CONTROL
 GC0611  ___________________________________________________________________
 GC0611* NAD 83(1986)-  36 08 13.     (N)    086 49 18.     (W)     SCALED    
 GC0611* NAVD 88     -       178.008  (meters)     584.01   (feet)  ADJUSTED  
 GC0611  ___________________________________________________________________
 GC0611  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0611  DYNAMIC HT  -         177.855 (meters)     583.51  (feet)  COMP
 GC0611  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GC0611
 GC0611  VERT ORDER  -  SECOND    CLASS 0
 GC0611
 GC0611.The horizontal coordinates were scaled from a topographic map and have
 GC0611.an estimated accuracy of +/- 6 seconds.
 GC0611
 GC0611.The orthometric height was determined by differential leveling
 GC0611.and adjusted by the National Geodetic Survey in June 1991..
 GC0611
 GC0611.The geoid height was determined by GEOID03.
 GC0611
 GC0611.The dynamic height is computed by dividing the NAVD 88
 GC0611.geopotential number by the normal gravity value computed on the
 GC0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0611.degrees latitude (g = 980.6199 gals.).
 GC0611
 GC0611.The modeled gravity was interpolated from observed gravity values.
 GC0611
 GC0611;                    North         East    Units  Estimated Accuracy
 GC0611;SPC TN       -   200,420.      526,050.      MT  (+/- 180 meters Scaled)
 GC0611
 GC0611                          SUPERSEDED SURVEY CONTROL
 GC0611
 GC0611  NGVD 29 (??/??/92)  178.028  (m)          584.08   (f) ADJ UNCH    2 0
 GC0611
 GC0611.Superseded values are not recommended for survey control.
 GC0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0611.See file dsdata.txt to determine how the superseded data were derived.
 GC0611
 GC0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE160991(NAD 83)
 GC0611_MARKER: DB = BENCH MARK DISK
 GC0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0611_SP_SET: OVERPASS
 GC0611_STAMPING: D 222 1959
 GC0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0611
 GC0611  HISTORY     - Date     Condition        Report By
 GC0611  HISTORY     - 1959     MONUMENTED       CGS
 GC0611  HISTORY     - 1960     GOOD             NGS
 GC0611
 GC0611                          STATION DESCRIPTION
 GC0611
 GC0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0611'AT NASHVILLE.
 GC0611'THIS BENCH MARK IS LOCATED IN SOUTHWEST NASHVILLE, DRILLED IN THE
 GC0611'TOP OF THE SOUTHEAST CONCRETE WINGWALL OF A RAILROAD OVERPASS OVER
 GC0611'WEST END AVENUE, 7 FT. EAST OF THE EAST RAIL AND ABOUT 2 FT. BELOW
 GC0611'THE LEVEL OF THE TRACK.  THE OVERPASS IS ABOUT 0.3 MILE SOUTHWEST
 GC0611'OF THE INTERSECTION OF WEST END AVENUE AND MURPHY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0668 ***********************************************************************
 GC0668  DESIGNATION -  D 223
 GC0668  PID         -  GC0668
 GC0668  STATE/COUNTY-  TN/DAVIDSON
 GC0668  USGS QUAD   -  OAK HILL (1968)
 GC0668
 GC0668                         *CURRENT SURVEY CONTROL
 GC0668  ___________________________________________________________________
 GC0668* NAD 83(1986)-  36 06 12.     (N)    086 45 53.     (W)     SCALED    
 GC0668* NAVD 88     -       165.231  (meters)     542.10   (feet)  ADJUSTED  
 GC0668  ___________________________________________________________________
 GC0668  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0668  DYNAMIC HT  -         165.089 (meters)     541.63  (feet)  COMP
 GC0668  MODELED GRAV-     979,768.3   (mgal)                       NAVD 88
 GC0668
 GC0668  VERT ORDER  -  SECOND    CLASS 0
 GC0668
 GC0668.The horizontal coordinates were scaled from a topographic map and have
 GC0668.an estimated accuracy of +/- 6 seconds.
 GC0668
 GC0668.The orthometric height was determined by differential leveling
 GC0668.and adjusted by the National Geodetic Survey in June 1991..
 GC0668
 GC0668.The geoid height was determined by GEOID03.
 GC0668
 GC0668.The dynamic height is computed by dividing the NAVD 88
 GC0668.geopotential number by the normal gravity value computed on the
 GC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0668.degrees latitude (g = 980.6199 gals.).
 GC0668
 GC0668.The modeled gravity was interpolated from observed gravity values.
 GC0668
 GC0668;                    North         East    Units  Estimated Accuracy
 GC0668;SPC TN       -   196,650.      531,140.      MT  (+/- 180 meters Scaled)
 GC0668
 GC0668                          SUPERSEDED SURVEY CONTROL
 GC0668
 GC0668  NGVD 29 (??/??/92)  165.251  (m)          542.16   (f) ADJ UNCH    2 0
 GC0668
 GC0668.Superseded values are not recommended for survey control.
 GC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0668.See file dsdata.txt to determine how the superseded data were derived.
 GC0668
 GC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE211954(NAD 83)
 GC0668_MARKER: DB = BENCH MARK DISK
 GC0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0668_STAMPING: D 223 1960
 GC0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0668+STABILITY: SURFACE MOTION
 GC0668
 GC0668  HISTORY     - Date     Condition        Report By
 GC0668  HISTORY     - 1960     MONUMENTED       CGS
 GC0668
 GC0668                          STATION DESCRIPTION
 GC0668
 GC0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0668'4 MI SE FROM NASHVILLE.
 GC0668'FROM THE UNION STATION IN NASHVILLE, GO ABOUT 4.0 MILES SOUTHEAST
 GC0668'ON THE L. AND N. RAILROAD.  THE BENCH MARK IS 89 FT. WEST OF THE
 GC0668'WEST RAIL OF THE MOST WESTERLY TRACKS, 8 FT. SOUTHEAST OF A
 GC0668'TELEPHONE POLE, AND 7 FT. SOUTH OF A SIGNAL BOX.  THE DISK IS
 GC0668'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OLD CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0491 ***********************************************************************
 FD0491  DESIGNATION -  D 224
 FD0491  PID         -  FD0491
 FD0491  STATE/COUNTY-  TN/WILLIAMSON
 FD0491  USGS QUAD   -  SPRING HILL (1979)
 FD0491
 FD0491                         *CURRENT SURVEY CONTROL
 FD0491  ___________________________________________________________________
 FD0491* NAD 83(1986)-  35 49 52.     (N)    086 53 57.     (W)     SCALED    
 FD0491* NAVD 88     -       215.948  (meters)     708.49   (feet)  ADJUSTED  
 FD0491  ___________________________________________________________________
 FD0491  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FD0491  DYNAMIC HT  -         215.757 (meters)     707.86  (feet)  COMP
 FD0491  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 FD0491
 FD0491  VERT ORDER  -  SECOND    CLASS 0
 FD0491
 FD0491.The horizontal coordinates were scaled from a topographic map and have
 FD0491.an estimated accuracy of +/- 6 seconds.
 FD0491
 FD0491.The orthometric height was determined by differential leveling
 FD0491.and adjusted by the National Geodetic Survey in June 1991..
 FD0491
 FD0491.The geoid height was determined by GEOID03.
 FD0491
 FD0491.The dynamic height is computed by dividing the NAVD 88
 FD0491.geopotential number by the normal gravity value computed on the
 FD0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0491.degrees latitude (g = 980.6199 gals.).
 FD0491
 FD0491.The modeled gravity was interpolated from observed gravity values.
 FD0491
 FD0491;                    North         East    Units  Estimated Accuracy
 FD0491;SPC TN       -   166,550.      518,760.      MT  (+/- 180 meters Scaled)
 FD0491
 FD0491                          SUPERSEDED SURVEY CONTROL
 FD0491
 FD0491  NGVD 29 (??/??/92)  215.916  (m)          708.38   (f) ADJ UNCH    2 0
 FD0491
 FD0491.Superseded values are not recommended for survey control.
 FD0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0491.See file dsdata.txt to determine how the superseded data were derived.
 FD0491
 FD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE091652(NAD 83)
 FD0491_MARKER: DB = BENCH MARK DISK
 FD0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0491_SP_SET: BRIDGE
 FD0491_STAMPING: D 224 1960
 FD0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0491
 FD0491  HISTORY     - Date     Condition        Report By
 FD0491  HISTORY     - 1960     MONUMENTED       CGS
 FD0491  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0491
 FD0491                          STATION DESCRIPTION
 FD0491
 FD0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0491'0.8 MI S FROM WEST HARPETH.
 FD0491'THIS MARK IS 0.8 MILE SOUTH ON THE L. AND N. RAILROAD FROM THE
 FD0491'GRAVEL ROAD CROSSING IN WEST HARPETH.  THE DISK IS CEMENTED IN
 FD0491'A DRILL HOLE IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 FD0491'BRIDGE, 10 FT. EAST OF THE EAST RAIL AND ABOUT 14 FT. BELOW THE
 FD0491'LEVEL OF THE TRACKS.
 FD0491
 FD0491                          STATION RECOVERY (1984)
 FD0491
 FD0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0491'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0410 ***********************************************************************
 FD0410  DESIGNATION -  D 225
 FD0410  PID         -  FD0410
 FD0410  STATE/COUNTY-  TN/GILES
 FD0410  USGS QUAD   -  TARPLEY (1982)
 FD0410
 FD0410                         *CURRENT SURVEY CONTROL
 FD0410  ___________________________________________________________________
 FD0410* NAD 83(1986)-  35 12 37.     (N)    086 52 43.     (W)     SCALED    
 FD0410* NAVD 88     -       224.114  (meters)     735.28   (feet)  ADJUSTED  
 FD0410  ___________________________________________________________________
 FD0410  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0410  DYNAMIC HT  -         223.905 (meters)     734.60  (feet)  COMP
 FD0410  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 FD0410
 FD0410  VERT ORDER  -  SECOND    CLASS 0
 FD0410
 FD0410.The horizontal coordinates were scaled from a topographic map and have
 FD0410.an estimated accuracy of +/- 6 seconds.
 FD0410
 FD0410.The orthometric height was determined by differential leveling
 FD0410.and adjusted by the National Geodetic Survey in June 1991..
 FD0410
 FD0410.The geoid height was determined by GEOID03.
 FD0410
 FD0410.The dynamic height is computed by dividing the NAVD 88
 FD0410.geopotential number by the normal gravity value computed on the
 FD0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0410.degrees latitude (g = 980.6199 gals.).
 FD0410
 FD0410.The modeled gravity was interpolated from observed gravity values.
 FD0410
 FD0410;                    North         East    Units  Estimated Accuracy
 FD0410;SPC TN       -    97,660.      520,000.      MT  (+/- 180 meters Scaled)
 FD0410
 FD0410                          SUPERSEDED SURVEY CONTROL
 FD0410
 FD0410  NGVD 29 (??/??/92)  224.089  (m)          735.20   (f) ADJ UNCH    2 0
 FD0410
 FD0410.Superseded values are not recommended for survey control.
 FD0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0410.See file dsdata.txt to determine how the superseded data were derived.
 FD0410
 FD0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED110963(NAD 83)
 FD0410_MARKER: DB = BENCH MARK DISK
 FD0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0410_STAMPING: D 225 1960
 FD0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0410+STABILITY: SURFACE MOTION
 FD0410
 FD0410  HISTORY     - Date     Condition        Report By
 FD0410  HISTORY     - 1960     MONUMENTED       CGS
 FD0410
 FD0410                          STATION DESCRIPTION
 FD0410
 FD0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0410'1.7 MI S FROM BEECH HILL.
 FD0410'FROM THE BEECH SCHOOL IN BEECH HILL, GO SOUTH ON A PAVED ROAD
 FD0410'1.5 MILES, THEN 0.2 MILE WEST ON A GRAVELED ROAD.  THE BENCH
 FD0410'MARK IS ABOUT 300 FT. EAST OF THE CENTER OF THE PROPOSED INTERSTATE
 FD0410'HIGHWAY, 57 FT. SOUTHEAST OF THE CENTER OF A GATE AND TRACK
 FD0410'ROAD LEADING TO A FIELD, 15 FT. SOUTH OF THE CENTER OF THE
 FD0410'GRAVELED ROAD, AND 2 FT. NORTH OF A WITNESS SIGN.  THE DISK
 FD0410'IS SET IN TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0712 ***********************************************************************
 GC0712  DESIGNATION -  D 226
 GC0712  PID         -  GC0712
 GC0712  STATE/COUNTY-  TN/WILSON
 GC0712  USGS QUAD   -  HERMITAGE (1983)
 GC0712
 GC0712                         *CURRENT SURVEY CONTROL
 GC0712  ___________________________________________________________________
 GC0712* NAD 83(1986)-  36 10 07.     (N)    086 33 07.     (W)     SCALED    
 GC0712* NAVD 88     -       187.977  (meters)     616.72   (feet)  ADJUSTED  
 GC0712  ___________________________________________________________________
 GC0712  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0712  DYNAMIC HT  -         187.818 (meters)     616.20  (feet)  COMP
 GC0712  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 GC0712
 GC0712  VERT ORDER  -  SECOND    CLASS 0
 GC0712
 GC0712.The horizontal coordinates were scaled from a topographic map and have
 GC0712.an estimated accuracy of +/- 6 seconds.
 GC0712
 GC0712.The orthometric height was determined by differential leveling
 GC0712.and adjusted by the National Geodetic Survey in June 1991..
 GC0712
 GC0712.The geoid height was determined by GEOID03.
 GC0712
 GC0712.The dynamic height is computed by dividing the NAVD 88
 GC0712.geopotential number by the normal gravity value computed on the
 GC0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0712.degrees latitude (g = 980.6199 gals.).
 GC0712
 GC0712.The modeled gravity was interpolated from observed gravity values.
 GC0712
 GC0712;                    North         East    Units  Estimated Accuracy
 GC0712;SPC TN       -   203,760.      550,340.      MT  (+/- 180 meters Scaled)
 GC0712
 GC0712                          SUPERSEDED SURVEY CONTROL
 GC0712
 GC0712  NGVD 29 (??/??/92)  188.019  (m)          616.86   (f) ADJ UNCH    2 0
 GC0712
 GC0712.Superseded values are not recommended for survey control.
 GC0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0712.See file dsdata.txt to determine how the superseded data were derived.
 GC0712
 GC0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF402027(NAD 83)
 GC0712_MARKER: DB = BENCH MARK DISK
 GC0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0712_SP_SET: CULVERT
 GC0712_STAMPING: D 226 1960
 GC0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0712
 GC0712  HISTORY     - Date     Condition        Report By
 GC0712  HISTORY     - 1960     MONUMENTED       CGS
 GC0712
 GC0712                          STATION DESCRIPTION
 GC0712
 GC0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0712'4.8 MI SW FROM MOUNT JULIET.
 GC0712'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE
 GC0712'NORTH ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE
 GC0712'CENTRAL RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN
 GC0712'1.2 MILE SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON
 GC0712'A GRAVELED ROAD, THEN 0.8 MILE WEST ON CENTRAL PIKE ROAD TO THE
 GC0712'T JUNCTION OF HAGAR ROAD AND CENTRAL PIKE ROAD.  THE BENCH MARK
 GC0712'IS 78 FT. WEST OF THE CENTER OF THE T JUNCTION OF HAGAR ROAD AND
 GC0712'CENTRAL PIKE ROAD, AND 13.5 FT. SOUTH OF THE CENTER OF CENTRAL
 GC0712'PIKE ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF
 GC0712'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE
 GC0712'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0279 ***********************************************************************
 GC0279  DESIGNATION -  D 227
 GC0279  PID         -  GC0279
 GC0279  STATE/COUNTY-  TN/WILSON
 GC0279  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0279
 GC0279                         *CURRENT SURVEY CONTROL
 GC0279  ___________________________________________________________________
 GC0279* NAD 83(1986)-  36 10 56.     (N)    086 09 12.     (W)     SCALED    
 GC0279* NAVD 88     -       223.529  (meters)     733.36   (feet)  ADJUSTED  
 GC0279  ___________________________________________________________________
 GC0279  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0279  DYNAMIC HT  -         223.341 (meters)     732.74  (feet)  COMP
 GC0279  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GC0279
 GC0279  VERT ORDER  -  SECOND    CLASS 0
 GC0279
 GC0279.The horizontal coordinates were scaled from a topographic map and have
 GC0279.an estimated accuracy of +/- 6 seconds.
 GC0279
 GC0279.The orthometric height was determined by differential leveling
 GC0279.and adjusted by the National Geodetic Survey in June 1991..
 GC0279
 GC0279.The geoid height was determined by GEOID03.
 GC0279
 GC0279.The dynamic height is computed by dividing the NAVD 88
 GC0279.geopotential number by the normal gravity value computed on the
 GC0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0279.degrees latitude (g = 980.6199 gals.).
 GC0279
 GC0279.The modeled gravity was interpolated from observed gravity values.
 GC0279
 GC0279;                    North         East    Units  Estimated Accuracy
 GC0279;SPC TN       -   205,150.      586,210.      MT  (+/- 180 meters Scaled)
 GC0279
 GC0279                          SUPERSEDED SURVEY CONTROL
 GC0279
 GC0279  NGVD 29 (??/??/92)  223.591  (m)          733.56   (f) ADJ UNCH    2 0
 GC0279
 GC0279.Superseded values are not recommended for survey control.
 GC0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0279.See file dsdata.txt to determine how the superseded data were derived.
 GC0279
 GC0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF761044(NAD 83)
 GC0279_MARKER: DB = BENCH MARK DISK
 GC0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0279_STAMPING: D 227 1960
 GC0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0279+STABILITY: SURFACE MOTION
 GC0279
 GC0279  HISTORY     - Date     Condition        Report By
 GC0279  HISTORY     - 1960     MONUMENTED       CGS
 GC0279
 GC0279                          STATION DESCRIPTION
 GC0279
 GC0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0279'8 MI E FROM LEBANON.
 GC0279'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0279'MILE, THEN 7.4 MILES EAST ON BLUE BIRD ROAD.  THE BENCH MARK IS
 GC0279'ABOUT 0.1 MILE WEST OF A T JUNCTION, ABOUT 400 FT. EAST OF THE
 GC0279'CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 27 FT. SOUTHWEST
 GC0279'OF THE CENTER OF BLUE BIRD ROAD, 1 FT. NORTH OF A FENCE, AND
 GC0279'1.9 FT. SOUTHWEST OF A WITNESS SIGN, AND SET NEAR THE BOTTOM
 GC0279'OF A SMALL HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0279'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0623 ***********************************************************************
 FD0623  DESIGNATION -  D 228
 FD0623  PID         -  FD0623
 FD0623  STATE/COUNTY-  TN/RUTHERFORD
 FD0623  USGS QUAD   -  MURFREESBORO (1983)
 FD0623
 FD0623                         *CURRENT SURVEY CONTROL
 FD0623  ___________________________________________________________________
 FD0623* NAD 83(1986)-  35 52 08.     (N)    086 27 42.     (W)     SCALED    
 FD0623* NAVD 88     -       177.594  (meters)     582.66   (feet)  ADJUSTED  
 FD0623  ___________________________________________________________________
 FD0623  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0623  DYNAMIC HT  -         177.439 (meters)     582.15  (feet)  COMP
 FD0623  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 FD0623
 FD0623  VERT ORDER  -  SECOND    CLASS 0
 FD0623
 FD0623.The horizontal coordinates were scaled from a topographic map and have
 FD0623.an estimated accuracy of +/- 6 seconds.
 FD0623
 FD0623.The orthometric height was determined by differential leveling
 FD0623.and adjusted by the National Geodetic Survey in June 1991..
 FD0623
 FD0623.The geoid height was determined by GEOID03.
 FD0623
 FD0623.The dynamic height is computed by dividing the NAVD 88
 FD0623.geopotential number by the normal gravity value computed on the
 FD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0623.degrees latitude (g = 980.6199 gals.).
 FD0623
 FD0623.The modeled gravity was interpolated from observed gravity values.
 FD0623
 FD0623;                    North         East    Units  Estimated Accuracy
 FD0623;SPC TN       -   170,470.      558,310.      MT  (+/- 180 meters Scaled)
 FD0623
 FD0623                          SUPERSEDED SURVEY CONTROL
 FD0623
 FD0623  NGVD 29 (??/??/92)  177.607  (m)          582.70   (f) ADJ UNCH    2 0
 FD0623
 FD0623.Superseded values are not recommended for survey control.
 FD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0623.See file dsdata.txt to determine how the superseded data were derived.
 FD0623
 FD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE485695(NAD 83)
 FD0623_MARKER: DB = BENCH MARK DISK
 FD0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0623_STAMPING: D 228 1960
 FD0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0623+STABILITY: SURFACE MOTION
 FD0623
 FD0623  HISTORY     - Date     Condition        Report By
 FD0623  HISTORY     - 1960     MONUMENTED       CGS
 FD0623
 FD0623                          STATION DESCRIPTION
 FD0623
 FD0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0623'7.5 MI NW FROM MURFREESBORO.
 FD0623'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0623'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0623'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24.  THE BENCH MARK IS
 FD0623'AT THE INTERSECTION OF MANSON PIKE LEADING EAST AND WEST AND A
 FD0623'GRAVELED ROAD LEADING NORTH, 35 FT. NORTHEAST OF THE CENTER OF
 FD0623'MANSON PIKE, 16 FT. NORTHEAST OF A TELEPHONE BRACE POLE, 31 FT.
 FD0623'WEST OF THE CENTER OF THE GRAVELED ROAD, 14 FT. WEST OF A FENCE
 FD0623'CORNER, 2 FT. SOUTHEAST OF A FENCE LINE, AND 1.5 FT. EAST OF A
 FD0623'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0623'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH MANSON PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0073 ***********************************************************************
 FD0073  DESIGNATION -  D 229
 FD0073  PID         -  FD0073
 FD0073  STATE/COUNTY-  TN/RUTHERFORD
 FD0073  USGS QUAD   -  MURFREESBORO (1983)
 FD0073
 FD0073                         *CURRENT SURVEY CONTROL
 FD0073  ___________________________________________________________________
 FD0073* NAD 83(1986)-  35 50 08.     (N)    086 25 28.     (W)     SCALED    
 FD0073* NAVD 88     -       176.892  (meters)     580.35   (feet)  ADJUSTED  
 FD0073  ___________________________________________________________________
 FD0073  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0073  DYNAMIC HT  -         176.737 (meters)     579.84  (feet)  COMP
 FD0073  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD0073
 FD0073  VERT ORDER  -  SECOND    CLASS 0
 FD0073
 FD0073.The horizontal coordinates were scaled from a topographic map and have
 FD0073.an estimated accuracy of +/- 6 seconds.
 FD0073
 FD0073.The orthometric height was determined by differential leveling
 FD0073.and adjusted by the National Geodetic Survey in June 1991..
 FD0073
 FD0073.The geoid height was determined by GEOID03.
 FD0073
 FD0073.The dynamic height is computed by dividing the NAVD 88
 FD0073.geopotential number by the normal gravity value computed on the
 FD0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0073.degrees latitude (g = 980.6199 gals.).
 FD0073
 FD0073.The modeled gravity was interpolated from observed gravity values.
 FD0073
 FD0073;                    North         East    Units  Estimated Accuracy
 FD0073;SPC TN       -   166,750.      561,650.      MT  (+/- 180 meters Scaled)
 FD0073
 FD0073                          SUPERSEDED SURVEY CONTROL
 FD0073
 FD0073  NGVD 29 (??/??/92)  176.864  (m)          580.26   (f) ADJ UNCH    2 0
 FD0073
 FD0073.Superseded values are not recommended for survey control.
 FD0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0073.See file dsdata.txt to determine how the superseded data were derived.
 FD0073
 FD0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE519658(NAD 83)
 FD0073_MARKER: DB = BENCH MARK DISK
 FD0073_SETTING: 66 = SET IN ROCK OUTCROP
 FD0073_SP_SET: BEDROCK
 FD0073_STAMPING: D 229 1960
 FD0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0073+STABILITY: POSITION/ELEVATION WELL
 FD0073
 FD0073  HISTORY     - Date     Condition        Report By
 FD0073  HISTORY     - 1960     MONUMENTED       CGS
 FD0073
 FD0073                          STATION DESCRIPTION
 FD0073
 FD0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0073'4.4 MI SW FROM MURFREESBORO.
 FD0073'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0073'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0073'2.3 MILES NORTHWEST ON INTERSTATE HIGHWAY 24.  THE BENCH MARK
 FD0073'IS 62.6 FT. NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 19.7
 FD0073'FT. EAST OF A FENCE CORNER POST, 55 FT. WEST OF A POWER LINE
 FD0073'POLE WITH TRANSFORMER, 28 FT. SOUTH OF THE CENTER OF A TRACK
 FD0073'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN A 3 X 5 OUTCROPPING
 FD0073'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0270 ***********************************************************************
 GD0270  DESIGNATION -  D 23
 GD0270  PID         -  GD0270
 GD0270  STATE/COUNTY-  TN/WEAKLEY
 GD0270  USGS QUAD   -  MARTIN (1983)
 GD0270
 GD0270                         *CURRENT SURVEY CONTROL
 GD0270  ___________________________________________________________________
 GD0270* NAD 83(1986)-  36 19 23.     (N)    088 47 15.     (W)     SCALED    
 GD0270* NAVD 88     -       133.438  (meters)     437.79   (feet)  ADJUSTED  
 GD0270  ___________________________________________________________________
 GD0270  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0270  DYNAMIC HT  -         133.329 (meters)     437.43  (feet)  COMP
 GD0270  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 GD0270
 GD0270  VERT ORDER  -  FIRST     CLASS II
 GD0270
 GD0270.The horizontal coordinates were scaled from a topographic map and have
 GD0270.an estimated accuracy of +/- 6 seconds.
 GD0270
 GD0270.The orthometric height was determined by differential leveling
 GD0270.and adjusted by the National Geodetic Survey in June 1991..
 GD0270
 GD0270.The geoid height was determined by GEOID03.
 GD0270
 GD0270.The dynamic height is computed by dividing the NAVD 88
 GD0270.geopotential number by the normal gravity value computed on the
 GD0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0270.degrees latitude (g = 980.6199 gals.).
 GD0270
 GD0270.The modeled gravity was interpolated from observed gravity values.
 GD0270
 GD0270;                    North         East    Units  Estimated Accuracy
 GD0270;SPC TN       -   224,330.      349,740.      MT  (+/- 180 meters Scaled)
 GD0270
 GD0270                          SUPERSEDED SURVEY CONTROL
 GD0270
 GD0270  NGVD 29 (??/??/??)  133.453  (m)          437.84   (f) ADJUSTED    1 2
 GD0270
 GD0270.Superseded values are not recommended for survey control.
 GD0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0270.See file dsdata.txt to determine how the superseded data were derived.
 GD0270
 GD0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF395212(NAD 83)
 GD0270_MARKER: DB = BENCH MARK DISK
 GD0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0270_SP_SET: SQUARE CONCRETE MONUMENT
 GD0270_STAMPING: D 23 1934 438.004
 GD0270_MARK LOGO: CGS   
 GD0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0270+STABILITY: SURFACE MOTION
 GD0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0270+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0270
 GD0270  HISTORY     - Date     Condition        Report By
 GD0270  HISTORY     - 1934     MONUMENTED       CGS
 GD0270  HISTORY     - 1967     GOOD             CGS
 GD0270  HISTORY     - 1987     GOOD             LOCSUR
 GD0270  HISTORY     - 19870617 GOOD             LOCENG
 GD0270  HISTORY     - 20020820 GOOD             USACE
 GD0270
 GD0270                          STATION DESCRIPTION
 GD0270
 GD0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0270'3.8 MI SE FROM MARTIN.
 GD0270'ABOUT 3.75 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GD0270'RAILROAD FROM THE OLD UNION STATION AT MARTIN, 42 FEET
 GD0270'WEST-NORTHWEST OF THE WEST GATE POST OF A WHITE WOODEN GATE, 37
 GD0270'FEET NORTH OF THE APPROXIMATE CENTER OF THE RAILROAD CROSSING, 32
 GD0270'FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE RAILROAD
 GD0270'CROSSING, 32 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 GD0270'A GRAVELED DRIVE, 28 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GD0270'RAILROAD TRACK, 22 FEET SOUTHEAST OF A SOUTHWEST FENCE CORNER
 GD0270'POST, 15 FEET SOUTH OF TELEGRAPH POLE 137/8, AND 0.8 OF A FOOT
 GD0270'WEST OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN
 GD0270'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 GD0270'6 INCHES AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 GD0270
 GD0270                          STATION RECOVERY (1987)
 GD0270
 GD0270'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 GD0270'RECOVERED IN GOOD CONDITION.
 GD0270
 GD0270                          STATION RECOVERY (1987)
 GD0270
 GD0270'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GD0270'ABOUT 0.9 MILES SOUTHEAST ALONG TN STATE ROUTE 22 FROM THE JUNCTION
 GD0270'OF ROUTE 8011 AT RALSTON.  THEN NORTH NORTHWEST ALONG A GRAVEL ROAD
 GD0270'FOR 0.3 MILES TO A GRAVEL DRIVE TO THE NORTH.  THE MARK IS 40 FEET
 GD0270'NORTH OF THE GRAVEL ROAD, 30 FEET NORTH OF THE CENTER OF AN ABANDONED
 GD0270'RAILROAD BED, AND 22 FEET SOUTHEAST OF THE SOUTHWEST YARD CORNER OF
 GD0270'AN ABANDONED STUCCO FASRM HOUSE.  THE MARK IS IN AN 18 INCH SQUARE
 GD0270'CONCRETE BASE APPROXIMATELY 8 INCHES ABOVE GRADE AN WITNESSED BY A U.
 GD0270'S. GOVERNMENT SIGN 2 FEET TO THE NORTH.
 GD0270
 GD0270                          STATION RECOVERY (2002)
 GD0270
 GD0270'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1840 ***********************************************************************
 GB1840  DESIGNATION -  D 230
 GB1840  PID         -  GB1840
 GB1840  STATE/COUNTY-  TN/PUTNAM
 GB1840  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1840
 GB1840                         *CURRENT SURVEY CONTROL
 GB1840  ___________________________________________________________________
 GB1840* NAD 83(1986)-  36 08 25.     (N)    085 36 46.     (W)     SCALED    
 GB1840* NAVD 88     -       320.097  (meters)    1050.18   (feet)  ADJUSTED  
 GB1840  ___________________________________________________________________
 GB1840  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1840  DYNAMIC HT  -         319.810 (meters)    1049.24  (feet)  COMP
 GB1840  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 GB1840
 GB1840  VERT ORDER  -  SECOND    CLASS 0
 GB1840
 GB1840.The horizontal coordinates were scaled from a topographic map and have
 GB1840.an estimated accuracy of +/- 6 seconds.
 GB1840
 GB1840.The orthometric height was determined by differential leveling
 GB1840.and adjusted by the National Geodetic Survey in June 1991..
 GB1840
 GB1840.The geoid height was determined by GEOID03.
 GB1840
 GB1840.The dynamic height is computed by dividing the NAVD 88
 GB1840.geopotential number by the normal gravity value computed on the
 GB1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1840.degrees latitude (g = 980.6199 gals.).
 GB1840
 GB1840.The modeled gravity was interpolated from observed gravity values.
 GB1840
 GB1840;                    North         East    Units  Estimated Accuracy
 GB1840;SPC TN       -   200,550.      634,850.      MT  (+/- 180 meters Scaled)
 GB1840
 GB1840                          SUPERSEDED SURVEY CONTROL
 GB1840
 GB1840  NGVD 29 (??/??/92)  320.161  (m)         1050.39   (f) ADJ UNCH    2 0
 GB1840
 GB1840.Superseded values are not recommended for survey control.
 GB1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1840.See file dsdata.txt to determine how the superseded data were derived.
 GB1840
 GB1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF248003(NAD 83)
 GB1840_MARKER: DB = BENCH MARK DISK
 GB1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1840_STAMPING: D 230 1960
 GB1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1840+STABILITY: SURFACE MOTION
 GB1840
 GB1840  HISTORY     - Date     Condition        Report By
 GB1840  HISTORY     - 1960     MONUMENTED       CGS
 GB1840
 GB1840                          STATION DESCRIPTION
 GB1840
 GB1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1840'2.6 MI SE FROM BAXTER.
 GB1840'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1840'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN 0.5
 GB1840'MILE SOUTH ON A GRAVELED ROAD, THEN 1.2 MILES EAST ON INTERSTATE
 GB1840'HIGHWAY 40.  THE BENCH MARK IS SET ON THE NORTH RIGHT OF WAY FOR
 GB1840'INTERSTATE HIGHWAY 40, 2.4 FT. SOUTH OF THE RIGHT OF WAY FENCE
 GB1840'AND 2.7 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB1840'CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT 2 FT. ABOVE THE
 GB1840'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1715 ***********************************************************************
 GB1715  DESIGNATION -  D 231
 GB1715  PID         -  GB1715
 GB1715  STATE/COUNTY-  TN/PUTNAM
 GB1715  USGS QUAD   -  MONTEREY (1981)
 GB1715
 GB1715                         *CURRENT SURVEY CONTROL
 GB1715  ___________________________________________________________________
 GB1715* NAD 83(1986)-  36 08 20.     (N)    085 18 37.     (W)     SCALED    
 GB1715* NAVD 88     -       559.176  (meters)    1834.56   (feet)  ADJUSTED  
 GB1715  ___________________________________________________________________
 GB1715  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GB1715  DYNAMIC HT  -         558.659 (meters)    1832.87  (feet)  COMP
 GB1715  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 GB1715
 GB1715  VERT ORDER  -  SECOND    CLASS 0
 GB1715
 GB1715.The horizontal coordinates were scaled from a topographic map and have
 GB1715.an estimated accuracy of +/- 6 seconds.
 GB1715
 GB1715.The orthometric height was determined by differential leveling
 GB1715.and adjusted by the National Geodetic Survey in June 1991..
 GB1715
 GB1715.The geoid height was determined by GEOID03.
 GB1715
 GB1715.The dynamic height is computed by dividing the NAVD 88
 GB1715.geopotential number by the normal gravity value computed on the
 GB1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1715.degrees latitude (g = 980.6199 gals.).
 GB1715
 GB1715.The modeled gravity was interpolated from observed gravity values.
 GB1715
 GB1715;                    North         East    Units  Estimated Accuracy
 GB1715;SPC TN       -   200,550.      662,080.      MT  (+/- 180 meters Scaled)
 GB1715
 GB1715                          SUPERSEDED SURVEY CONTROL
 GB1715
 GB1715  NGVD 29 (??/??/92)  559.199  (m)         1834.64   (f) ADJ UNCH    2 0
 GB1715
 GB1715.Superseded values are not recommended for survey control.
 GB1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1715.See file dsdata.txt to determine how the superseded data were derived.
 GB1715
 GB1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF520006(NAD 83)
 GB1715_MARKER: DB = BENCH MARK DISK
 GB1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1715_STAMPING: D 231 1960
 GB1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1715+STABILITY: SURFACE MOTION
 GB1715
 GB1715  HISTORY     - Date     Condition        Report By
 GB1715  HISTORY     - 1960     MONUMENTED       CGS
 GB1715
 GB1715                          STATION DESCRIPTION
 GB1715
 GB1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1715'2.6 MI W FROM MONTEREY.
 GB1715'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1715'STATE HIGHWAY 84, THEN 2.35 MILES WEST ON U.S. HIGHWAY 70N.
 GB1715'THE BENCH MARK IS 114 FT. NORTHWEST OF THE NORTHWEST CORNER OF A
 GB1715'GARAGE, 25 FT. EAST OF THE CENTER OF U.S. HIGHWAY 70N, 2 FT.
 GB1715'SOUTH OF A POWER LINE POLE, AND 1.7 FT. NORTH OF A WITNESS SIGN.
 GB1715'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GB1715'AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0806 ***********************************************************************
 FC0806  DESIGNATION -  D 232
 FC0806  PID         -  FC0806
 FC0806  STATE/COUNTY-  TN/CUMBERLAND
 FC0806  USGS QUAD   -  DORTON (1991)
 FC0806
 FC0806                         *CURRENT SURVEY CONTROL
 FC0806  ___________________________________________________________________
 FC0806* NAD 83(1986)-  35 55 25.     (N)    084 54 46.     (W)     SCALED    
 FC0806* NAVD 88     -       493.647  (meters)    1619.57   (feet)  ADJUSTED  
 FC0806  ___________________________________________________________________
 FC0806  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC0806  DYNAMIC HT  -         493.191 (meters)    1618.08  (feet)  COMP
 FC0806  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 FC0806
 FC0806  VERT ORDER  -  SECOND    CLASS 0
 FC0806
 FC0806.The horizontal coordinates were scaled from a topographic map and have
 FC0806.an estimated accuracy of +/- 6 seconds.
 FC0806
 FC0806.The orthometric height was determined by differential leveling
 FC0806.and adjusted by the National Geodetic Survey in June 1991..
 FC0806
 FC0806.The geoid height was determined by GEOID03.
 FC0806
 FC0806.The dynamic height is computed by dividing the NAVD 88
 FC0806.geopotential number by the normal gravity value computed on the
 FC0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0806.degrees latitude (g = 980.6199 gals.).
 FC0806
 FC0806.The modeled gravity was interpolated from observed gravity values.
 FC0806
 FC0806;                    North         East    Units  Estimated Accuracy
 FC0806;SPC TN       -   176,990.      698,120.      MT  (+/- 180 meters Scaled)
 FC0806
 FC0806                          SUPERSEDED SURVEY CONTROL
 FC0806
 FC0806  NGVD 29 (??/??/92)  493.736  (m)         1619.87   (f) ADJ UNCH    2 0
 FC0806
 FC0806.Superseded values are not recommended for survey control.
 FC0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0806.See file dsdata.txt to determine how the superseded data were derived.
 FC0806
 FC0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE883774(NAD 83)
 FC0806_MARKER: DB = BENCH MARK DISK
 FC0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0806_STAMPING: D 232 1960
 FC0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0806+STABILITY: SURFACE MOTION
 FC0806
 FC0806  HISTORY     - Date     Condition        Report By
 FC0806  HISTORY     - 1960     MONUMENTED       CGS
 FC0806
 FC0806                          STATION DESCRIPTION
 FC0806
 FC0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0806'2.4 MI NW FROM CRAB ORCHARD.
 FC0806'FROM THE POST OFFICE IN CRAB ORCHARD, GO 2.4 MILES NORTHWEST
 FC0806'ON A PAVED ROAD TO A SHARP CURVE AND A HOUSE.  THE BENCH MARK IS
 FC0806'40 FT. EAST OF THE NORTHEAST CORNER OF THE HOUSE, 40 FT. NORTH OF
 FC0806'THE CENTER OF THE GRAVELED ROAD, 2.4 FT. SOUTH OF A FENCE CORNER
 FC0806'POST, AND 2.6 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN
 FC0806'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE
 FC0806'THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0919 ***********************************************************************
 FC0919  DESIGNATION -  D 233
 FC0919  PID         -  FC0919
 FC0919  STATE/COUNTY-  TN/ROANE
 FC0919  USGS QUAD   -  HARRIMAN (1980)
 FC0919
 FC0919                         *CURRENT SURVEY CONTROL
 FC0919  ___________________________________________________________________
 FC0919* NAD 83(1986)-  35 52 51.     (N)    084 30 30.     (W)     SCALED    
 FC0919* NAVD 88     -       239.632  (meters)     786.19   (feet)  ADJUSTED  
 FC0919  ___________________________________________________________________
 FC0919  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0919  DYNAMIC HT  -         239.411 (meters)     785.47  (feet)  COMP
 FC0919  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 FC0919
 FC0919  VERT ORDER  -  SECOND    CLASS 0
 FC0919
 FC0919.The horizontal coordinates were scaled from a topographic map and have
 FC0919.an estimated accuracy of +/- 6 seconds.
 FC0919
 FC0919.The orthometric height was determined by differential leveling
 FC0919.and adjusted by the National Geodetic Survey in June 1991..
 FC0919
 FC0919.The geoid height was determined by GEOID03.
 FC0919
 FC0919.The dynamic height is computed by dividing the NAVD 88
 FC0919.geopotential number by the normal gravity value computed on the
 FC0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0919.degrees latitude (g = 980.6199 gals.).
 FC0919
 FC0919.The modeled gravity was interpolated from observed gravity values.
 FC0919
 FC0919;                    North         East    Units  Estimated Accuracy
 FC0919;SPC TN       -   172,720.      734,680.      MT  (+/- 180 meters Scaled)
 FC0919
 FC0919                          SUPERSEDED SURVEY CONTROL
 FC0919
 FC0919  NGVD 29 (??/??/92)  239.743  (m)          786.56   (f) ADJ UNCH    2 0
 FC0919
 FC0919.Superseded values are not recommended for survey control.
 FC0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0919.See file dsdata.txt to determine how the superseded data were derived.
 FC0919
 FC0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE249735(NAD 83)
 FC0919_MARKER: DB = BENCH MARK DISK
 FC0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0919_SP_SET: BRIDGE
 FC0919_STAMPING: D 233 1960
 FC0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0919
 FC0919  HISTORY     - Date     Condition        Report By
 FC0919  HISTORY     - 1960     MONUMENTED       CGS
 FC0919
 FC0919                          STATION DESCRIPTION
 FC0919
 FC0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0919'0.8 MI NE FROM KINGSTON.
 FC0919'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0919'FOR 0.8 MILE TO THE OVERPASS OF INTERSTATE HIGHWAY 40.  THE
 FC0919'BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTH
 FC0919'CONCRETE WINGWALL AT THE SOUTHEAST END OF THE SOUTHEAST BOUND
 FC0919'TRAFFIC LANES OF THE OVERPASS AND IS ABOUT 1 FT. ABOVE THE LEVEL
 FC0919'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0219 ***********************************************************************
 FC0219  DESIGNATION -  D 234
 FC0219  PID         -  FC0219
 FC0219  STATE/COUNTY-  TN/KNOX
 FC0219  USGS QUAD   -  LOVELL (1990)
 FC0219
 FC0219                         *CURRENT SURVEY CONTROL
 FC0219  ___________________________________________________________________
 FC0219* NAD 83(1986)-  35 52 55.     (N)    084 13 48.     (W)     SCALED    
 FC0219* NAVD 88     -       273.430  (meters)     897.08   (feet)  ADJUSTED  
 FC0219  ___________________________________________________________________
 FC0219  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0219  DYNAMIC HT  -         273.171 (meters)     896.23  (feet)  COMP
 FC0219  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FC0219
 FC0219  VERT ORDER  -  SECOND    CLASS 0
 FC0219
 FC0219.The horizontal coordinates were scaled from a topographic map and have
 FC0219.an estimated accuracy of +/- 6 seconds.
 FC0219
 FC0219.The orthometric height was determined by differential leveling
 FC0219.and adjusted by the National Geodetic Survey in June 1991..
 FC0219
 FC0219.The geoid height was determined by GEOID03.
 FC0219
 FC0219.The dynamic height is computed by dividing the NAVD 88
 FC0219.geopotential number by the normal gravity value computed on the
 FC0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0219.degrees latitude (g = 980.6199 gals.).
 FC0219
 FC0219.The modeled gravity was interpolated from observed gravity values.
 FC0219
 FC0219;                    North         East    Units  Estimated Accuracy
 FC0219;SPC TN       -   173,260.      759,810.      MT  (+/- 180 meters Scaled)
 FC0219
 FC0219                          SUPERSEDED SURVEY CONTROL
 FC0219
 FC0219  NGVD 29 (??/??/92)  273.544  (m)          897.45   (f) ADJ UNCH    2 0
 FC0219
 FC0219.Superseded values are not recommended for survey control.
 FC0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0219.See file dsdata.txt to determine how the superseded data were derived.
 FC0219
 FC0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE500743(NAD 83)
 FC0219_MARKER: DB = BENCH MARK DISK
 FC0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0219_SP_SET: CULVERT
 FC0219_STAMPING: D 234 1960
 FC0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0219
 FC0219  HISTORY     - Date     Condition        Report By
 FC0219  HISTORY     - 1960     MONUMENTED       CGS
 FC0219
 FC0219                          STATION DESCRIPTION
 FC0219
 FC0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0219'4.8 MI NE FROM EATON CROSSROADS.
 FC0219'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0219'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0219'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 1.7
 FC0219'MILES EAST ON INTERSTATE HIGHWAY 40 TO A CONCRETE CULVERT UNDER
 FC0219'THE HIGHWAY.  THE BENCH MARK IS 42 FT. NORTHWEST OF THE CENTER
 FC0219'OF THE WEST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL
 FC0219'HOLE IN TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 FC0219'HEADWALL OF THE CULVERT, AND IS ABOUT 3 FT. BELOW THE LEVEL OF THE
 FC0219'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2243 ***********************************************************************
 GA2243  DESIGNATION -  D 235
 GA2243  PID         -  GA2243
 GA2243  STATE/COUNTY-  TN/KNOX
 GA2243  USGS QUAD   -  JOHN SEVIER (1992)
 GA2243
 GA2243                         *CURRENT SURVEY CONTROL
 GA2243  ___________________________________________________________________
 GA2243* NAD 83(1986)-  36 00 36.     (N)    083 52 28.     (W)     SCALED    
 GA2243* NAVD 88     -       279.893  (meters)     918.28   (feet)  ADJUSTED  
 GA2243  ___________________________________________________________________
 GA2243  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2243  DYNAMIC HT  -         279.635 (meters)     917.44  (feet)  COMP
 GA2243  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 GA2243
 GA2243  VERT ORDER  -  FIRST     CLASS I
 GA2243
 GA2243.The horizontal coordinates were scaled from a topographic map and have
 GA2243.an estimated accuracy of +/- 6 seconds.
 GA2243
 GA2243.The orthometric height was determined by differential leveling
 GA2243.and adjusted by the National Geodetic Survey in June 1991..
 GA2243
 GA2243.The geoid height was determined by GEOID03.
 GA2243
 GA2243.The dynamic height is computed by dividing the NAVD 88
 GA2243.geopotential number by the normal gravity value computed on the
 GA2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2243.degrees latitude (g = 980.6199 gals.).
 GA2243
 GA2243.The modeled gravity was interpolated from observed gravity values.
 GA2243
 GA2243;                    North         East    Units  Estimated Accuracy
 GA2243;SPC TN       -   188,110.      791,600.      MT  (+/- 180 meters Scaled)
 GA2243
 GA2243                          SUPERSEDED SURVEY CONTROL
 GA2243
 GA2243  NGVD 29 (??/??/92)  280.029  (m)          918.73   (f) ADJ UNCH    1 1
 GA2243
 GA2243.Superseded values are not recommended for survey control.
 GA2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2243.See file dsdata.txt to determine how the superseded data were derived.
 GA2243
 GA2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV409888(NAD 83)
 GA2243_MARKER: DB = BENCH MARK DISK
 GA2243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2243_SP_SET: CULVERT
 GA2243_STAMPING: D 235 1961
 GA2243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2243
 GA2243  HISTORY     - Date     Condition        Report By
 GA2243  HISTORY     - 1961     MONUMENTED       CGS
 GA2243  HISTORY     - 1967     GOOD             NGS
 GA2243  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2243
 GA2243                          STATION DESCRIPTION
 GA2243
 GA2243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2243'4.2 MI NE FROM KNOXVILLE.
 GA2243'ABOUT 4.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2243'STATION AT KNOXVILLE, ABOUT 0.4 MILE NORTHEAST OF MILEPOST 127,
 GA2243'AT THE CROSSING OF AULT ROAD, SET ON THE TOP OF THE SOUTHEAST
 GA2243'END OF THE NORTHEAST CONCRETE HEAD WALL FOR A 24-INCH PIPE
 GA2243'CULVERT UNDER THE ROAD, 9.4 FEET SOUTHEAST OF THE SOUTHEAST
 GA2243'RAIL OF THE EASTBOUND TRACK, 9 FEET NORTHEAST OF THE CENTER LINE
 GA2243'OF THE ROAD AND ABOUT LEVEL WITH THE TRACK.
 GA2243
 GA2243                          STATION RECOVERY (1982)
 GA2243
 GA2243'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0714 ***********************************************************************
 GB0714  DESIGNATION -  D 236
 GB0714  PID         -  GB0714
 GB0714  STATE/COUNTY-  TN/CAMPBELL
 GB0714  USGS QUAD   -  JACKSBORO (1991)
 GB0714
 GB0714                         *CURRENT SURVEY CONTROL
 GB0714  ___________________________________________________________________
 GB0714* NAD 83(1986)-  36 15 28.     (N)    084 11 02.     (W)     SCALED    
 GB0714* NAVD 88     -       297.246  (meters)     975.21   (feet)  ADJUSTED  
 GB0714  ___________________________________________________________________
 GB0714  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB0714  DYNAMIC HT  -         296.980 (meters)     974.34  (feet)  COMP
 GB0714  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GB0714
 GB0714  VERT ORDER  -  SECOND    CLASS 0
 GB0714
 GB0714.The horizontal coordinates were scaled from a topographic map and have
 GB0714.an estimated accuracy of +/- 6 seconds.
 GB0714
 GB0714.The orthometric height was determined by differential leveling
 GB0714.and adjusted by the National Geodetic Survey in June 1991..
 GB0714
 GB0714.The geoid height was determined by GEOID03.
 GB0714
 GB0714.The dynamic height is computed by dividing the NAVD 88
 GB0714.geopotential number by the normal gravity value computed on the
 GB0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0714.degrees latitude (g = 980.6199 gals.).
 GB0714
 GB0714.The modeled gravity was interpolated from observed gravity values.
 GB0714
 GB0714;                    North         East    Units  Estimated Accuracy
 GB0714;SPC TN       -   215,030.      763,200.      MT  (+/- 180 meters Scaled)
 GB0714
 GB0714                          SUPERSEDED SURVEY CONTROL
 GB0714
 GB0714  NGVD 29 (??/??/92)  297.357  (m)          975.58   (f) ADJ UNCH    2 0
 GB0714
 GB0714.Superseded values are not recommended for survey control.
 GB0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0714.See file dsdata.txt to determine how the superseded data were derived.
 GB0714
 GB0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF530162(NAD 83)
 GB0714_MARKER: DB = BENCH MARK DISK
 GB0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0714_SP_SET: CULVERT
 GB0714_STAMPING: D 236 1961
 GB0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0714
 GB0714  HISTORY     - Date     Condition        Report By
 GB0714  HISTORY     - 1961     MONUMENTED       CGS
 GB0714  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0714
 GB0714                          STATION DESCRIPTION
 GB0714
 GB0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0714'3.4 MI N FROM LAKE CITY.
 GB0714'FROM THE POST OFFICE IN LAKE CITY, GO 3.4 MILES NORTH ON U.S.
 GB0714'HIGHWAY 25W TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH
 GB0714'MARK IS ABOUT 0.1 MILE NORTH OF THE RIDGEWOOD RESTAURANT AND 29 FT.
 GB0714'EAST OF THE CENTER OF U.S. HIGHWAY 25W.  THE DISK IS CEMENTED IN A
 GB0714'DRILL HOLE IN TOP OF THE MIDDLE OF THE EAST CONCRETE HEADWALL OF
 GB0714'THE CULVERT AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE ROAD.
 GB0714'NOTE-- THIS MARK IS 0.9 MILE SOUTH ON U.S. HIGHWAY 25W FROM C 236.
 GB0714
 GB0714                          STATION RECOVERY (1973)
 GB0714
 GB0714'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2132 ***********************************************************************
 FB2132  DESIGNATION -  D 237
 FB2132  PID         -  FB2132
 FB2132  STATE/COUNTY-  TN/SEVIER
 FB2132  USGS QUAD   -  BOYDS CREEK (1986)
 FB2132
 FB2132                         *CURRENT SURVEY CONTROL
 FB2132  ___________________________________________________________________
 FB2132* NAD 83(1986)-  35 59 05.     (N)    083 38 41.     (W)     SCALED    
 FB2132* NAVD 88     -       285.682  (meters)     937.27   (feet)  ADJUSTED  
 FB2132  ___________________________________________________________________
 FB2132  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2132  DYNAMIC HT  -         285.416 (meters)     936.40  (feet)  COMP
 FB2132  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FB2132
 FB2132  VERT ORDER  -  SECOND    CLASS 0
 FB2132
 FB2132.The horizontal coordinates were scaled from a topographic map and have
 FB2132.an estimated accuracy of +/- 6 seconds.
 FB2132
 FB2132.The orthometric height was determined by differential leveling
 FB2132.and adjusted by the National Geodetic Survey in June 1991..
 FB2132
 FB2132.The geoid height was determined by GEOID03.
 FB2132
 FB2132.The dynamic height is computed by dividing the NAVD 88
 FB2132.geopotential number by the normal gravity value computed on the
 FB2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2132.degrees latitude (g = 980.6199 gals.).
 FB2132
 FB2132.The modeled gravity was interpolated from observed gravity values.
 FB2132
 FB2132;                    North         East    Units  Estimated Accuracy
 FB2132;SPC TN       -   185,780.      812,370.      MT  (+/- 180 meters Scaled)
 FB2132
 FB2132                          SUPERSEDED SURVEY CONTROL
 FB2132
 FB2132  NGVD 29 (??/??/92)  285.833  (m)          937.77   (f) ADJ UNCH    2 0
 FB2132
 FB2132.Superseded values are not recommended for survey control.
 FB2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2132.See file dsdata.txt to determine how the superseded data were derived.
 FB2132
 FB2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV615854(NAD 83)
 FB2132_MARKER: DB = BENCH MARK DISK
 FB2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2132_STAMPING: D 237 1961
 FB2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2132+STABILITY: SURFACE MOTION
 FB2132
 FB2132  HISTORY     - Date     Condition        Report By
 FB2132  HISTORY     - 1961     MONUMENTED       CGS
 FB2132  HISTORY     - 1972     GOOD             TVA
 FB2132
 FB2132                          STATION DESCRIPTION
 FB2132
 FB2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2132'1.4 MI NW FROM KODAK.
 FB2132'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2132'KODAK (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2132'70 AND 25W, AND STATE HIGHWAY 139 WHICH IS ABOUT 18 MILES EAST
 FB2132'OF KNOXVILLE), GO 0.7 MILE NORTH ON STATE HIGHWAY 139, THEN
 FB2132'0.7 MILE WEST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF
 FB2132'A GRAVELED ROAD.  THE BENCH MARK IS ABOUT 300 FT. NORTH OF A
 FB2132'WOOD BRIDGE, 200 FT. NORTH OF A HIGH LINE OVER THE GRAVEL ROAD,
 FB2132'17 FT. EAST OF THE CENTER OF THE GRAVELED ROAD, 4 FT. SOUTH
 FB2132'OF A POWER LINE POLE WITH TRANSFORMER AND GUY LINE, AND 1.6 FT.
 FB2132'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FB2132'POST PROJECTING 6 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL
 FB2132'OF THE GRAVELED ROAD.
 FB2132
 FB2132                          STATION RECOVERY (1972)
 FB2132
 FB2132'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0263 ***********************************************************************
 FC0263  DESIGNATION -  D 238
 FC0263  PID         -  FC0263
 FC0263  STATE/COUNTY-  TN/LOUDON
 FC0263  USGS QUAD   -  LENOIR CITY (1986)
 FC0263
 FC0263                         *CURRENT SURVEY CONTROL
 FC0263  ___________________________________________________________________
 FC0263* NAD 83(1986)-  35 47 05.     (N)    084 20 26.     (W)     SCALED    
 FC0263* NAVD 88     -       242.879  (meters)     796.85   (feet)  ADJUSTED  
 FC0263  ___________________________________________________________________
 FC0263  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0263  DYNAMIC HT  -         242.646 (meters)     796.08  (feet)  COMP
 FC0263  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 FC0263
 FC0263  VERT ORDER  -  SECOND    CLASS 0
 FC0263
 FC0263.The horizontal coordinates were scaled from a topographic map and have
 FC0263.an estimated accuracy of +/- 6 seconds.
 FC0263
 FC0263.The orthometric height was determined by differential leveling
 FC0263.and adjusted by the National Geodetic Survey in June 1991..
 FC0263
 FC0263.The geoid height was determined by GEOID03.
 FC0263
 FC0263.The dynamic height is computed by dividing the NAVD 88
 FC0263.geopotential number by the normal gravity value computed on the
 FC0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0263.degrees latitude (g = 980.6199 gals.).
 FC0263
 FC0263.The modeled gravity was interpolated from observed gravity values.
 FC0263
 FC0263;                    North         East    Units  Estimated Accuracy
 FC0263;SPC TN       -   162,300.      750,010.      MT  (+/- 180 meters Scaled)
 FC0263
 FC0263                          SUPERSEDED SURVEY CONTROL
 FC0263
 FC0263  NGVD 29 (??/??/92)  242.991  (m)          797.21   (f) ADJ UNCH    2 0
 FC0263
 FC0263.Superseded values are not recommended for survey control.
 FC0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0263.See file dsdata.txt to determine how the superseded data were derived.
 FC0263
 FC0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE403633(NAD 83)
 FC0263_MARKER: DB = BENCH MARK DISK
 FC0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0263_SP_SET: CULVERT GUARDRAIL
 FC0263_STAMPING: D 238 1961
 FC0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0263
 FC0263  HISTORY     - Date     Condition        Report By
 FC0263  HISTORY     - 1961     MONUMENTED       CGS
 FC0263  HISTORY     - 1965     GOOD             NGS
 FC0263  HISTORY     - 20051127 MARK NOT FOUND   USPSQD
 FC0263
 FC0263                          STATION DESCRIPTION
 FC0263
 FC0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0263'5.3 MI SW FROM EATON CROSSROADS.
 FC0263'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE 95 AT
 FC0263'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE ROUTE 95 TO A PAVED
 FC0263'ROAD RIGHT, THENCE RIGHT, SOUTHWEST ON THE PAVED ROAD FOR 3.65
 FC0263'MILES TO A CONCRETE CULVERT UNDER THE ROAD.  THE BENCH MARK IS
 FC0263'CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE SOUTH
 FC0263'CONCRETE GUARDRAIL OF THE CULVERT AND IS ABOUT 3 FEET ABOVE THE
 FC0263'LEVEL OF THE ROAD.  THE DISK IS STAMPED D 238 1961.
 FC0263
 FC0263                          STATION RECOVERY (2005)
 FC0263
 FC0263'RECOVERY NOTE BY US POWER SQUADRON 2005 (DCS)
 FC0263'GUARD RAIL HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2053 ***********************************************************************
 GA2053  DESIGNATION -  D 239
 GA2053  PID         -  GA2053
 GA2053  STATE/COUNTY-  TN/JEFFERSON
 GA2053  USGS QUAD   -  WHITE PINE (1961)
 GA2053
 GA2053                         *CURRENT SURVEY CONTROL
 GA2053  ___________________________________________________________________
 GA2053* NAD 83(1986)-  36 07 13.     (N)    083 19 47.     (W)     SCALED    
 GA2053* NAVD 88     -       366.214  (meters)    1201.49   (feet)  ADJUSTED  
 GA2053  ___________________________________________________________________
 GA2053  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA2053  DYNAMIC HT  -         365.873 (meters)    1200.37  (feet)  COMP
 GA2053  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 GA2053
 GA2053  VERT ORDER  -  SECOND    CLASS 0
 GA2053
 GA2053.The horizontal coordinates were scaled from a topographic map and have
 GA2053.an estimated accuracy of +/- 6 seconds.
 GA2053
 GA2053.The orthometric height was determined by differential leveling
 GA2053.and adjusted by the National Geodetic Survey in June 1991..
 GA2053
 GA2053.The geoid height was determined by GEOID03.
 GA2053
 GA2053.The dynamic height is computed by dividing the NAVD 88
 GA2053.geopotential number by the normal gravity value computed on the
 GA2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2053.degrees latitude (g = 980.6199 gals.).
 GA2053
 GA2053.The modeled gravity was interpolated from observed gravity values.
 GA2053
 GA2053;                    North         East    Units  Estimated Accuracy
 GA2053;SPC TN       -   201,540.      840,360.      MT  (+/- 180 meters Scaled)
 GA2053
 GA2053                          SUPERSEDED SURVEY CONTROL
 GA2053
 GA2053  NGVD 29 (??/??/92)  366.357  (m)         1201.96   (f) ADJ UNCH    2 0
 GA2053
 GA2053.Superseded values are not recommended for survey control.
 GA2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2053.See file dsdata.txt to determine how the superseded data were derived.
 GA2053
 GA2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV903998(NAD 83)
 GA2053_MARKER: DB = BENCH MARK DISK
 GA2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2053_STAMPING: D 239 1961
 GA2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2053+STABILITY: SURFACE MOTION
 GA2053
 GA2053  HISTORY     - Date     Condition        Report By
 GA2053  HISTORY     - 1961     MONUMENTED       CGS
 GA2053
 GA2053                          STATION DESCRIPTION
 GA2053
 GA2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2053'5 MI NW FROM WHITE PINE.
 GA2053'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE HIGHWAY
 GA2053'66A IN WHITE PINE, GO 1.8 MILES NORTH ON U.S. HIGHWAY 25E, THEN
 GA2053'3.2 MILES SOUTHWEST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION OF
 GA2053'BELL ROAD.  THE BENCH MARK IS ABOUT 400 FT. NORTHWEST OF INTERSTATE
 GA2053'81, 13 FT. NORTHEAST OF THE CENTER OF BELL ROAD, 1.6 FT. WEST OF
 GA2053'A POWER LINE POLE, AND 1.9 FT. SOUTH OF A WITNESS SIGN.  THE DISK
 GA2053'IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT
 GA2053'LEVEL WITH BELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0166 ***********************************************************************
 GD0166  DESIGNATION -  D 24
 GD0166  PID         -  GD0166
 GD0166  STATE/COUNTY-  TN/HENRY
 GD0166  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD0166
 GD0166                         *CURRENT SURVEY CONTROL
 GD0166  ___________________________________________________________________
 GD0166* NAD 83(1986)-  36 17 44.     (N)    088 09 35.     (W)     SCALED    
 GD0166* NAVD 88     -       107.948  (meters)     354.16   (feet)  ADJUSTED  
 GD0166  ___________________________________________________________________
 GD0166  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GD0166  DYNAMIC HT  -         107.860 (meters)     353.87  (feet)  COMP
 GD0166  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 GD0166
 GD0166  VERT ORDER  -  SECOND    CLASS 0
 GD0166
 GD0166.The horizontal coordinates were scaled from a topographic map and have
 GD0166.an estimated accuracy of +/- 6 seconds.
 GD0166
 GD0166.The orthometric height was determined by differential leveling
 GD0166.and adjusted by the National Geodetic Survey in June 1991..
 GD0166
 GD0166.The geoid height was determined by GEOID03.
 GD0166
 GD0166.The dynamic height is computed by dividing the NAVD 88
 GD0166.geopotential number by the normal gravity value computed on the
 GD0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0166.degrees latitude (g = 980.6199 gals.).
 GD0166
 GD0166.The modeled gravity was interpolated from observed gravity values.
 GD0166
 GD0166;                    North         East    Units  Estimated Accuracy
 GD0166;SPC TN       -   219,850.      406,020.      MT  (+/- 180 meters Scaled)
 GD0166
 GD0166                          SUPERSEDED SURVEY CONTROL
 GD0166
 GD0166  NGVD 29 (??/??/??)  107.994  (m)          354.31   (f) ADJUSTED    2 0
 GD0166
 GD0166.Superseded values are not recommended for survey control.
 GD0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0166.See file dsdata.txt to determine how the superseded data were derived.
 GD0166
 GD0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF958173(NAD 83)
 GD0166_MARKER: DB = BENCH MARK DISK
 GD0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0166_STAMPING: 354.556 D 24 1934
 GD0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0166+STABILITY: SURFACE MOTION
 GD0166
 GD0166  HISTORY     - Date     Condition        Report By
 GD0166  HISTORY     - 1934     MONUMENTED       CGS
 GD0166  HISTORY     - 1952     GOOD             CGS
 GD0166  HISTORY     - 1971     GOOD             NGS
 GD0166
 GD0166                          STATION DESCRIPTION
 GD0166
 GD0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0166'0.9 MI NW FROM SPRINGVILLE.
 GD0166'0.9 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0166'FROM SPRINGVILLE, HENRY COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST
 GD0166'237, 90 YARDS NORTHWEST OF A ROAD CROSSING, 9 YARDS SOUTHWEST
 GD0166'OF THE CENTERLINE OF THE TRACK, IN A FARMYARD, AND 1 YARD
 GD0166'SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED 354.556 D 24
 GD0166'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MONUMENT
 GD0166'IS LOCATED BELOW NORMAL POOL ELEVATION OF KY. LAKE, BUT IS IN
 GD0166'WEST SANDY DEWATERING AREA.  2400 FT S OF CONCRETE BRIDGE.  NEW
 GD0166'POST AND SIGN SET THIS DATE.
 GD0166
 GD0166                          STATION RECOVERY (1971)
 GD0166
 GD0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2070 ***********************************************************************
 GA2070  DESIGNATION -  D 240
 GA2070  PID         -  GA2070
 GA2070  STATE/COUNTY-  TN/HAMBLEN
 GA2070  USGS QUAD   -  SPRINGVALE (1980)
 GA2070
 GA2070                         *CURRENT SURVEY CONTROL
 GA2070  ___________________________________________________________________
 GA2070* NAD 83(1986)-  36 10 13.     (N)    083 12 41.     (W)     SCALED    
 GA2070* NAVD 88     -       352.004  (meters)    1154.87   (feet)  ADJUSTED  
 GA2070  ___________________________________________________________________
 GA2070  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA2070  DYNAMIC HT  -         351.679 (meters)    1153.80  (feet)  COMP
 GA2070  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 GA2070
 GA2070  VERT ORDER  -  SECOND    CLASS 0
 GA2070
 GA2070.The horizontal coordinates were scaled from a topographic map and have
 GA2070.an estimated accuracy of +/- 6 seconds.
 GA2070
 GA2070.The orthometric height was determined by differential leveling
 GA2070.and adjusted by the National Geodetic Survey in June 1991..
 GA2070
 GA2070.The geoid height was determined by GEOID03.
 GA2070
 GA2070.The dynamic height is computed by dividing the NAVD 88
 GA2070.geopotential number by the normal gravity value computed on the
 GA2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2070.degrees latitude (g = 980.6199 gals.).
 GA2070
 GA2070.The modeled gravity was interpolated from observed gravity values.
 GA2070
 GA2070;                    North         East    Units  Estimated Accuracy
 GA2070;SPC TN       -   207,380.      850,850.      MT  (+/- 180 meters Scaled)
 GA2070
 GA2070                          SUPERSEDED SURVEY CONTROL
 GA2070
 GA2070  NGVD 29 (??/??/92)  352.137  (m)         1155.30   (f) ADJ UNCH    2 0
 GA2070
 GA2070.Superseded values are not recommended for survey control.
 GA2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2070.See file dsdata.txt to determine how the superseded data were derived.
 GA2070
 GA2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA011051(NAD 83)
 GA2070_MARKER: DB = BENCH MARK DISK
 GA2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2070_STAMPING: D 240 1961
 GA2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2070+STABILITY: SURFACE MOTION
 GA2070
 GA2070  HISTORY     - Date     Condition        Report By
 GA2070  HISTORY     - 1961     MONUMENTED       CGS
 GA2070
 GA2070                          STATION DESCRIPTION
 GA2070
 GA2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2070'1.5 MI NW FROM LOWLAND.
 GA2070'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2070'MILES SOUTHEAST OF MORRISTOWN), GO 0.9 MILE WEST ON A PAVED AND
 GA2070'GRAVELED ROAD TO A T JUNCTION OF A GRAVELED ROAD LEADING
 GA2070'NORTHEAST, THEN GO 0.6 MILE NORTHEAST ON THE GRAVELED ROAD TO
 GA2070'A HOUSE OWNED BY LUTHER HELTON.  THE BENCH MARK IS 71 FT.
 GA2070'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 19 FT. EAST OF
 GA2070'THE CENTER OF THE GRAVELED ROAD, AND 2.2 FT. NORTHEAST OF A
 GA2070'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2070'PROJECTING 5 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1060 ***********************************************************************
 GA1060  DESIGNATION -  D 241
 GA1060  PID         -  GA1060
 GA1060  STATE/COUNTY-  TN/GREENE
 GA1060  USGS QUAD   -  BAILEYTON (1971)
 GA1060
 GA1060                         *CURRENT SURVEY CONTROL
 GA1060  ___________________________________________________________________
 GA1060* NAD 83(1986)-  36 21 08.     (N)    082 46 10.     (W)     SCALED    
 GA1060* NAVD 88     -       378.504  (meters)    1241.81   (feet)  ADJUSTED  
 GA1060  ___________________________________________________________________
 GA1060  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1060  DYNAMIC HT  -         378.152 (meters)    1240.65  (feet)  COMP
 GA1060  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 GA1060
 GA1060  VERT ORDER  -  SECOND    CLASS 0
 GA1060
 GA1060.The horizontal coordinates were scaled from a topographic map and have
 GA1060.an estimated accuracy of +/- 6 seconds.
 GA1060
 GA1060.The orthometric height was determined by differential leveling
 GA1060.and adjusted by the National Geodetic Survey in June 1991..
 GA1060
 GA1060.The geoid height was determined by GEOID03.
 GA1060
 GA1060.The dynamic height is computed by dividing the NAVD 88
 GA1060.geopotential number by the normal gravity value computed on the
 GA1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1060.degrees latitude (g = 980.6199 gals.).
 GA1060
 GA1060.The modeled gravity was interpolated from observed gravity values.
 GA1060
 GA1060;                    North         East    Units  Estimated Accuracy
 GA1060;SPC TN       -   228,780.      889,920.      MT  (+/- 180 meters Scaled)
 GA1060
 GA1060                          SUPERSEDED SURVEY CONTROL
 GA1060
 GA1060  NGVD 29 (??/??/92)  378.642  (m)         1242.26   (f) ADJ UNCH    2 0
 GA1060
 GA1060.Superseded values are not recommended for survey control.
 GA1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1060.See file dsdata.txt to determine how the superseded data were derived.
 GA1060
 GA1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA412244(NAD 83)
 GA1060_MARKER: DB = BENCH MARK DISK
 GA1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1060_STAMPING: D 241 1961
 GA1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1060+STABILITY: SURFACE MOTION
 GA1060
 GA1060  HISTORY     - Date     Condition        Report By
 GA1060  HISTORY     - 1961     MONUMENTED       CGS
 GA1060
 GA1060                          STATION DESCRIPTION
 GA1060
 GA1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1060'4.1 MI E FROM BAILEYTON.
 GA1060'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 4.1 MILES EAST ON ROMEO
 GA1060'ROAD TO A T JUNCTION OF A TRACK ROAD ON THE RIGHT.  THE BENCH MARK
 GA1060'IS 0.1 MILE EAST OF A T JUNCTION OF A GRAVELED ROAD LEADING NORTH,
 GA1060'ABOUT 0.15 MILE WEST OF A LARGE CORRUGATED STEEL CULVERT UNDER THE
 GA1060'ROAD, 142 FT. EAST OF A FENCE CORNER POST, 64 FT. SOUTH AND ACROSS
 GA1060'THE ROAD FROM A POWER LINE POLE, 34 FT. SOUTH OF THE CENTER OF
 GA1060'PAVED ROAD, 15 FT. WEST OF THE CENTER OF THE TRACK ROAD, AND 1.8
 GA1060'FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GA1060'POST PROJECTING 6 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0335 ***********************************************************************
 GA0335  DESIGNATION -  D 242
 GA0335  PID         -  GA0335
 GA0335  STATE/COUNTY-  TN/SULLIVAN
 GA0335  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0335
 GA0335                         *CURRENT SURVEY CONTROL
 GA0335  ___________________________________________________________________
 GA0335* NAD 83(1986)-  36 32 12.     (N)    082 21 47.     (W)     SCALED    
 GA0335* NAVD 88     -       498.405  (meters)    1635.18   (feet)  ADJUSTED  
 GA0335  ___________________________________________________________________
 GA0335  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0335  DYNAMIC HT  -         497.946 (meters)    1633.68  (feet)  COMP
 GA0335  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 GA0335
 GA0335  VERT ORDER  -  SECOND    CLASS 0
 GA0335
 GA0335.The horizontal coordinates were scaled from a topographic map and have
 GA0335.an estimated accuracy of +/- 6 seconds.
 GA0335
 GA0335.The orthometric height was determined by differential leveling
 GA0335.and adjusted by the National Geodetic Survey in June 1991..
 GA0335
 GA0335.The geoid height was determined by GEOID03.
 GA0335
 GA0335.The dynamic height is computed by dividing the NAVD 88
 GA0335.geopotential number by the normal gravity value computed on the
 GA0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0335.degrees latitude (g = 980.6199 gals.).
 GA0335
 GA0335.The modeled gravity was interpolated from observed gravity values.
 GA0335
 GA0335;                    North         East    Units  Estimated Accuracy
 GA0335;SPC TN       -   250,520.      925,620.      MT  (+/- 180 meters Scaled)
 GA0335
 GA0335                          SUPERSEDED SURVEY CONTROL
 GA0335
 GA0335  NGVD 29 (??/??/92)  498.545  (m)         1635.64   (f) ADJ UNCH    2 0
 GA0335
 GA0335.Superseded values are not recommended for survey control.
 GA0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0335.See file dsdata.txt to determine how the superseded data were derived.
 GA0335
 GA0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA779443(NAD 83)
 GA0335_MARKER: DB = BENCH MARK DISK
 GA0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0335_STAMPING: D 242 1961
 GA0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0335+STABILITY: SURFACE MOTION
 GA0335
 GA0335  HISTORY     - Date     Condition        Report By
 GA0335  HISTORY     - 1961     MONUMENTED       CGS
 GA0335
 GA0335                          STATION DESCRIPTION
 GA0335
 GA0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0335'2.6 MI W FROM BLOUNTVILLE.
 GA0335'FROM THE POST OFFICE IN BLOUNTVILLE, GO 2.45 MILES WEST ON
 GA0335'U.S. HIGHWAY 11W TO A T JUNCTION OF A GRAVELED ROAD LEADING
 GA0335'TO THE FORDHAVEN FARM ANGUS CATTLE BARN, THEN GO 0.15 MILE
 GA0335'NORTH ON THE GRAVELED ROAD TO A SHARP CURVE AND A HOUSE ON THE
 GA0335'LEFT.  THE BENCH MARK IS ABOUT 250 YARDS NORTH OF THE CATTLE
 GA0335'BARN, ABOUT 200 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY 81,
 GA0335'47.4 FT. EAST OF THE SOUTHEAST CORNER OF A 2 STORY FRAME HOUSE,
 GA0335'32 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 15.5 FT. EAST
 GA0335'OF A FENCE CORNER, 0.8 FT. SOUTH OF A FENCE, AND 2 FT. EAST
 GA0335'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA0335'PROJECTING 1 INCH AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GA0335'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0614 ***********************************************************************
 FC0614  DESIGNATION -  D 243
 FC0614  PID         -  FC0614
 FC0614  STATE/COUNTY-  TN/BRADLEY
 FC0614  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0614
 FC0614                         *CURRENT SURVEY CONTROL
 FC0614  ___________________________________________________________________
 FC0614* NAD 83(1986)-  35 10 22.     (N)    084 54 32.     (W)     SCALED    
 FC0614* NAVD 88     -       225.776  (meters)     740.73   (feet)  ADJUSTED  
 FC0614  ___________________________________________________________________
 FC0614  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0614  DYNAMIC HT  -         225.553 (meters)     740.00  (feet)  COMP
 FC0614  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 FC0614
 FC0614  VERT ORDER  -  SECOND    CLASS 0
 FC0614
 FC0614.The horizontal coordinates were scaled from a topographic map and have
 FC0614.an estimated accuracy of +/- 6 seconds.
 FC0614
 FC0614.The orthometric height was determined by differential leveling
 FC0614.and adjusted by the National Geodetic Survey in June 1991..
 FC0614
 FC0614.The geoid height was determined by GEOID03.
 FC0614
 FC0614.The dynamic height is computed by dividing the NAVD 88
 FC0614.geopotential number by the normal gravity value computed on the
 FC0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0614.degrees latitude (g = 980.6199 gals.).
 FC0614
 FC0614.The modeled gravity was interpolated from observed gravity values.
 FC0614
 FC0614;                    North         East    Units  Estimated Accuracy
 FC0614;SPC TN       -    93,690.      699,400.      MT  (+/- 180 meters Scaled)
 FC0614
 FC0614                          SUPERSEDED SURVEY CONTROL
 FC0614
 FC0614  NGVD 29 (??/??/92)  225.796  (m)          740.80   (f) ADJ UNCH    2 0
 FC0614
 FC0614.Superseded values are not recommended for survey control.
 FC0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0614.See file dsdata.txt to determine how the superseded data were derived.
 FC0614
 FC0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD904942(NAD 83)
 FC0614_MARKER: DB = BENCH MARK DISK
 FC0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0614_SP_SET: SIDEWALK
 FC0614_STAMPING: D 243 1961
 FC0614_MARK LOGO: CGS   
 FC0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0614
 FC0614  HISTORY     - Date     Condition        Report By
 FC0614  HISTORY     - 1961     MONUMENTED       CGS
 FC0614  HISTORY     - 1967     GOOD             NGS
 FC0614  HISTORY     - 1970     GOOD             NGS
 FC0614  HISTORY     - 1983     GOOD             NGS
 FC0614
 FC0614                          STATION DESCRIPTION
 FC0614
 FC0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0614'2.4 MI W FROM CLEVELAND.
 FC0614'FROM THE BRADLEY COUNTY COURTHOUSE IN CLEVELAND, GO WEST ON
 FC0614'STATE ROUTE 60 FOR 0.75 MILE TO THE STOP LIGHT AT THE JUNCTION
 FC0614'OF GEORGETOWN PIKE AND HARRISON PIKE.  HERE CONTINUE WESTERLY
 FC0614'ON HARRISON PIKE FOR 0.65 MILE TO A CONCRETE BRIDGE OVER CANDIES
 FC0614'CREEK AND THE MARK ON THE LEFT.  IT IS SET IN THE EAST END OF THE
 FC0614'SOUTH SIDEWALK OF THE BRIDGE, 13 FEET SOUTH OF THE APPROXIMATE
 FC0614'CENTER OF THE HIGHWAY AND 1.5 FEET NORTH OF THE CONCRETE
 FC0614'GUARDRAIL OF THE BRIDGE.  A STANDARD DISK CEMENTED IN A DRILL
 FC0614'HOLE IN THE CONCRETE SIDEWALK AND THE DISK IS STAMPED D 243 1961.
 FC0614
 FC0614                          STATION RECOVERY (1970)
 FC0614
 FC0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FC0614'RECOVERED IN GOOD CONDITION.
 FC0614
 FC0614                          STATION RECOVERY (1983)
 FC0614
 FC0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1453 ***********************************************************************
 FC1453  DESIGNATION -  D 246
 FC1453  PID         -  FC1453
 FC1453  STATE/COUNTY-  TN/MARION
 FC1453  USGS QUAD   -  SEQUATCHIE (1982)
 FC1453
 FC1453                         *CURRENT SURVEY CONTROL
 FC1453  ___________________________________________________________________
 FC1453* NAD 83(1986)-  35 03 57.     (N)    085 36 23.     (W)     SCALED    
 FC1453* NAVD 88     -       191.004  (meters)     626.65   (feet)  ADJUSTED  
 FC1453  ___________________________________________________________________
 FC1453  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FC1453  DYNAMIC HT  -         190.819 (meters)     626.05  (feet)  COMP
 FC1453  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 FC1453
 FC1453  VERT ORDER  -  SECOND    CLASS 0
 FC1453
 FC1453.The horizontal coordinates were scaled from a topographic map and have
 FC1453.an estimated accuracy of +/- 6 seconds.
 FC1453
 FC1453.The orthometric height was determined by differential leveling
 FC1453.and adjusted by the National Geodetic Survey in June 1991..
 FC1453
 FC1453.The geoid height was determined by GEOID03.
 FC1453
 FC1453.The dynamic height is computed by dividing the NAVD 88
 FC1453.geopotential number by the normal gravity value computed on the
 FC1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1453.degrees latitude (g = 980.6199 gals.).
 FC1453
 FC1453.The modeled gravity was interpolated from observed gravity values.
 FC1453
 FC1453;                    North         East    Units  Estimated Accuracy
 FC1453;SPC TN       -    81,340.      635,900.      MT  (+/- 180 meters Scaled)
 FC1453
 FC1453                          SUPERSEDED SURVEY CONTROL
 FC1453
 FC1453  NGVD 29 (??/??/92)  191.015  (m)          626.69   (f) ADJ UNCH    2 0
 FC1453
 FC1453.Superseded values are not recommended for survey control.
 FC1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1453.See file dsdata.txt to determine how the superseded data were derived.
 FC1453
 FC1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD270812(NAD 83)
 FC1453_MARKER: DB = BENCH MARK DISK
 FC1453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1453_SP_SET: BRIDGE
 FC1453_STAMPING: D 246 1962
 FC1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1453
 FC1453  HISTORY     - Date     Condition        Report By
 FC1453  HISTORY     - 1962     MONUMENTED       CGS
 FC1453
 FC1453                          STATION DESCRIPTION
 FC1453
 FC1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1453'1.3 MI SE FROM JASPER.
 FC1453'TO REACH THE MARK FROM THE COURTHOUSE IN JASPER GO SOUTHEAST ON
 FC1453'U.S. HIGHWAYS 41-64-72 FOR 1.3 MILES TO THE MARK SET IN THE
 FC1453'NORTHWEST WINGWALL OF A BRIDGE OVER SEQUATCHIE RIVER, 13.0 FEET
 FC1453'NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64-72, AND 3.0 FEET
 FC1453'EAST OF A METAL GUARD RAIL.  A STANDARD DISK DRILLED IN A CONCRETE
 FC1453'BRIDGE ABOUT 1.2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1808 ***********************************************************************
 GA1808  DESIGNATION -  D 247
 GA1808  PID         -  GA1808
 GA1808  STATE/COUNTY-  TN/HAMBLEN
 GA1808  USGS QUAD   -  TALBOTT (1980)
 GA1808
 GA1808                         *CURRENT SURVEY CONTROL
 GA1808  ___________________________________________________________________
 GA1808* NAD 83(1995)-  36 10 45.41991(N)    083 22 37.48478(W)     ADJUSTED  
 GA1808* NAVD 88     -       393.022  (meters)    1289.44   (feet)  ADJUSTED  
 GA1808  ___________________________________________________________________
 GA1808  X           -     594,500.255 (meters)                     COMP
 GA1808  Y           -  -5,120,174.798 (meters)                     COMP
 GA1808  Z           -   3,744,481.149 (meters)                     COMP
 GA1808  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GA1808  ELLIP HEIGHT-         362.01  (meters)          (08/29/02) GPS OBS
 GA1808  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1808  DYNAMIC HT  -         392.660 (meters)    1288.25  (feet)  COMP
 GA1808  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA1808
 GA1808  HORZ ORDER  -  FIRST
 GA1808  VERT ORDER  -  FIRST     CLASS I
 GA1808  ELLP ORDER  -  FIRST     CLASS II
 GA1808
 GA1808.This mark is at Moore-Murrell Airport (MOR)
 GA1808
 GA1808.The horizontal coordinates were established by GPS observations
 GA1808.and adjusted by the National Geodetic Survey in June 2002..
 GA1808
 GA1808.The orthometric height was determined by differential leveling
 GA1808.and adjusted by the National Geodetic Survey in June 1991..
 GA1808
 GA1808.Photographs are available for this station.
 GA1808
 GA1808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1808
 GA1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1808
 GA1808.The ellipsoidal height was determined by GPS observations
 GA1808.and is referenced to NAD 83.
 GA1808
 GA1808.The geoid height was determined by GEOID03.
 GA1808
 GA1808.The dynamic height is computed by dividing the NAVD 88
 GA1808.geopotential number by the normal gravity value computed on the
 GA1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1808.degrees latitude (g = 980.6199 gals.).
 GA1808
 GA1808.The modeled gravity was interpolated from observed gravity values.
 GA1808
 GA1808;                    North         East     Units Scale Factor Converg.
 GA1808;SPC TN       -   207,969.602   835,919.628   MT  0.99996650   +1 32 08.0
 GA1808;SPC TN       -   682,313.60  2,742,512.98   sFT  0.99996650   +1 32 08.0
 GA1808;UTM  17      - 4,006,452.509   286,226.732   MT  1.00016311   -1 24 13.5
 GA1808
 GA1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1808!SPC TN       -   0.99994319  x   0.99996650  =   0.99990969
 GA1808!UTM  17      -   0.99994319  x   1.00016311  =   1.00010629
 GA1808
 GA1808|---------------------------------------------------------------------|
 GA1808| PID    Reference Object                     Distance      Geod. Az  |
 GA1808|                                                           dddmmss.s |
 GA1808| GA3658 MORRPORT                            126.274 METERS 07622     |
 GA1808|---------------------------------------------------------------------|
 GA1808
 GA1808                          SUPERSEDED SURVEY CONTROL
 GA1808
 GA1808  ELLIP H (06/06/02)  362.02   (m)                       GP(       ) 1 2
 GA1808  NAVD 88 (06/06/02)  393.02   (m)         1289.4    (f) LEVELING    3  
 GA1808  NGVD 29 (??/??/92)  393.148  (m)         1289.85   (f) ADJ UNCH    1 1
 GA1808
 GA1808.Superseded values are not recommended for survey control.
 GA1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1808.See file dsdata.txt to determine how the superseded data were derived.
 GA1808
 GA1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8622706453(NAD 83)
 GA1808_MARKER: DB = BENCH MARK DISK
 GA1808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1808_SP_SET: 2X2 FOOT CONCRETE BASE
 GA1808_STAMPING: D 247 1967
 GA1808_MARK LOGO: CGS   
 GA1808_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1808+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 GA1808
 GA1808  HISTORY     - Date     Condition        Report By
 GA1808  HISTORY     - 1967     MONUMENTED       CGS
 GA1808  HISTORY     - 20020118 GOOD             NGS
 GA1808  HISTORY     - 20020131 GOOD             NGS
 GA1808  HISTORY     - 20050726 GOOD             CAS
 GA1808
 GA1808                          STATION DESCRIPTION
 GA1808
 GA1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1808'5.2 MI SW FROM MORRISTOWN.
 GA1808'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL AT
 GA1808'MORRISTOWN, THENCE 0.5 MILE SOUTHWEST ALONG A BLACK TOPPED ROAD,
 GA1808'AT THE MORRISTOWN MUNICIPAL AIRPORT, NEAR THE EAST CORNER OF
 GA1808'A LARGE CONCRETE BLOCK HANGAR, SET ON THE TOP OF THE NORTH CORNER
 GA1808'OF A 2 1/2 FOOT SQUARE CONCRETE BASE FOR AN OIL PUMP, 7.6 FEET
 GA1808'NORTHEAST OF THE EAST CORNER OF A HANGAR AND 1/2 FOOT ABOVE THE
 GA1808'LEVEL OF A BLACK TOP RAMP.
 GA1808
 GA1808                          STATION RECOVERY (2002)
 GA1808
 GA1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1808'THIS STATION IS LOCATED ON THE SOUTHWEST RAMP AREA OF THE
 GA1808'MOORE-MURRELL AIRPORT, AND
 GA1808'ADJACENT TO A CONCRETE HANGAR WITH AN EXTENDED STEEL DOOR FRAME.  THIS
 GA1808'AIRPORT IS
 GA1808'LOCATED ABOUT 5 MILES SOUTHWEST OF MORRISTOWN  ON U.S. HIGHWAY 11E.
 GA1808'OWNERSHIP IS THE
 GA1808'CITY OF MORRISTOWN.  AIRPORT MANAGER IS EVELYN BRYAN JOHNSON, P.O. BOX
 GA1808'1013,
 GA1808'MORRISTOWN, TENNESSEE 37816, PHONE (615)  586 2483  OR 586 2483.
 GA1808'PERMISSION SHOULD BE
 GA1808'OBTAINED FROM ON SIGHT AIRPORT PERSONNEL BEFORE ENTERING AIRCRAFT
 GA1808'MOVEMENT AREA.
 GA1808' 
 GA1808'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND OLD
 GA1808'U.S. HWY 11E, GO
 GA1808'SOUTHEAST ON U.S. OLD HIGHWAY 11 FOR 0.45 MILES TO AIRPORT ENTRANCE
 GA1808'ROAD.   TURN LEFT,
 GA1808'EAST, ON THE ROAD FOR 0.05 MILES TO PAVED ROAD LEADING TO A GATE.
 GA1808'TURN LEFT, NORTHEAST,
 GA1808'ON PAVED ROAD FOR 0.05 MILES TO NORTH RAMP AREA.  TURN RIGHT, SOUTH,
 GA1808'ON RAMP TO THE
 GA1808'PARALELL TAXIWAY.  TURN RIGHT, SOUTHWEST, ON PARALLEL TAXIWAY FOR 0.15
 GA1808'MILES TO STATION
 GA1808'ON RIGHT.
 GA1808' 
 GA1808' 
 GA1808'THE STATION IS SET IN THE BASE OF A GAS PUMP  2.5 FT SQUARE (WITH PUMP
 GA1808'REMOVED) ROJECTING
 GA1808'10 CM ABOVE THE RAMP SURFACE.   IT IS 7.6 FEET NORTHEAST OF THE EAST
 GA1808'CORNER OF A
 GA1808'HANGAR.
 GA1808' 
 GA1808' 
 GA1808' 
 GA1808'
 GA1808
 GA1808                          STATION RECOVERY (2002)
 GA1808
 GA1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1808'THIS STATION IS LOCATED ON THE SOUTHWEST RAMP AREA OF THE
 GA1808'MOORE-MURRELL AIRPORT.  THIS AIRPORT IS LOCATED ABOUT 5 MILES
 GA1808'SOUTHWEST OF MORRISTOWN  ON U.S. HIGHWAY 11E.  OWNERSHIP IS THE
 GA1808'CITY OF MORRISTOWN.  AIRPORT MANAGER IS EVELYN BRYAN JOHNSON, P.O.
 GA1808'BOX 1013, MORRISTOWN, TENNESSEE 37816, PHONE (615)  586-2483
 GA1808'586-2483.  PERMISSION SHOULD BE OBTAINED FROM ON SIGHT AIRPORT
 GA1808'PERSONNEL BEFORE ENTERING AIRCRAFT MOVEMENT AREA.
 GA1808' 
 GA1808'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 11
 GA1808'AND OLD U.S. HWY 11E.  GO SOUTHEAST ON U.S. OLD HIGHWAY 11 FOR 0.45
 GA1808'MILES TO AIRPORT ENTRANCE ROAD.   TURN LEFT, EAST, ON THE ROAD FOR
 GA1808'0.05 MILES TO PAVED ROAD LEADING TO GATE.  TURN LEFT,  NORTHEAST, ON
 GA1808'THE PAVED ROAD FOR 0.05 MILES TO NORTH RAMP AREA.  TURN RIGHT,
 GA1808'SOUTH, ON RAMP TO THE PARALLEL TAXIWAY.  TURN RIGHT, SOUTHWEST, ON
 GA1808'PARALLEL TAXIWAY FOR 0.15  MILES TO STATION ON RIGHT.
 GA1808' 
 GA1808'THE STATION IS NEAR THE EAST CORNER OF A LARGE CONCRETE BLOCK
 GA1808'HANGER, SET IN THE TOP OF THE NORTH CORNER OF A 2 1/2 FOOT SQUARE
 GA1808'CONCRETE BASE.  7.6 FEET NORTHEAST OF THE EAST CORNER OF A
 GA1808'HANGAR AND O.5 FEET ABOVE THE LEVEL OF THE BLACK TOP RAMP.
 GA1808' 
 GA1808' 
 GA1808' 
 GA1808' 
 GA1808'
 GA1808
 GA1808                          STATION RECOVERY (2005)
 GA1808
 GA1808'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2208 ***********************************************************************
 GA2208  DESIGNATION -  D 248
 GA2208  PID         -  GA2208
 GA2208  STATE/COUNTY-  TN/JEFFERSON
 GA2208  USGS QUAD   -  MASCOT (1987)
 GA2208
 GA2208                         *CURRENT SURVEY CONTROL
 GA2208  ___________________________________________________________________
 GA2208* NAD 83(1986)-  36 03 49.     (N)    083 40 58.     (W)     SCALED    
 GA2208* NAVD 88     -       275.344  (meters)     903.36   (feet)  ADJUSTED  
 GA2208  ___________________________________________________________________
 GA2208  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2208  DYNAMIC HT  -         275.091 (meters)     902.53  (feet)  COMP
 GA2208  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2208
 GA2208  VERT ORDER  -  FIRST     CLASS I
 GA2208
 GA2208.The horizontal coordinates were scaled from a topographic map and have
 GA2208.an estimated accuracy of +/- 6 seconds.
 GA2208
 GA2208.The orthometric height was determined by differential leveling
 GA2208.and adjusted by the National Geodetic Survey in June 1991..
 GA2208
 GA2208.The geoid height was determined by GEOID03.
 GA2208
 GA2208.The dynamic height is computed by dividing the NAVD 88
 GA2208.geopotential number by the normal gravity value computed on the
 GA2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2208.degrees latitude (g = 980.6199 gals.).
 GA2208
 GA2208.The modeled gravity was interpolated from observed gravity values.
 GA2208
 GA2208;                    North         East    Units  Estimated Accuracy
 GA2208;SPC TN       -   194,450.      808,730.      MT  (+/- 180 meters Scaled)
 GA2208
 GA2208                          SUPERSEDED SURVEY CONTROL
 GA2208
 GA2208  NGVD 29 (??/??/92)  275.471  (m)          903.77   (f) ADJ UNCH    1 1
 GA2208
 GA2208.Superseded values are not recommended for survey control.
 GA2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2208.See file dsdata.txt to determine how the superseded data were derived.
 GA2208
 GA2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV583943(NAD 83)
 GA2208_MARKER: DB = BENCH MARK DISK
 GA2208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2208_SP_SET: BUILDING
 GA2208_STAMPING: D 248 1967
 GA2208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2208
 GA2208  HISTORY     - Date     Condition        Report By
 GA2208  HISTORY     - 1967     MONUMENTED       CGS
 GA2208
 GA2208                          STATION DESCRIPTION
 GA2208
 GA2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2208'AT STRAWBERRY PLAINS.
 GA2208'AT STRAWBERRY PLAINS, ABOUT 0.2 MILE EAST ALONG A BLACK TOPPED
 GA2208'ROAD FROM THE POST OFFICE, ALONG THE EAST SIDE OF A LARGE CEMETERY,
 GA2208'SET VERTICALLY IN THE WEST FACE AND AT THE NORTHWEST CORNER OF THE
 GA2208'CONCRETE FOUNDATION OF ASCHOOL BUILDING, 2.1 FEET SOUTH OF THE
 GA2208'NORTHWEST CORNER OF THE BUILDING AND 1.8 FEET ABOVE THE LEVEL OF
 GA2208'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1921 ***********************************************************************
 FB1921  DESIGNATION -  D 249
 FB1921  PID         -  FB1921
 FB1921  STATE/COUNTY-  TN/KNOX
 FB1921  USGS QUAD   -  KNOXVILLE (1978)
 FB1921
 FB1921                         *CURRENT SURVEY CONTROL
 FB1921  ___________________________________________________________________
 FB1921* NAD 83(1986)-  35 58 56.     (N)    083 56 11.     (W)     SCALED    
 FB1921* NAVD 88     -       277.261  (meters)     909.65   (feet)  ADJUSTED  
 FB1921  ___________________________________________________________________
 FB1921  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1921  DYNAMIC HT  -         277.004 (meters)     908.80  (feet)  COMP
 FB1921  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 FB1921
 FB1921  VERT ORDER  -  FIRST     CLASS I
 FB1921
 FB1921.The horizontal coordinates were scaled from a topographic map and have
 FB1921.an estimated accuracy of +/- 6 seconds.
 FB1921
 FB1921.The orthometric height was determined by differential leveling
 FB1921.and adjusted by the National Geodetic Survey in June 1991..
 FB1921
 FB1921.The geoid height was determined by GEOID03.
 FB1921
 FB1921.The dynamic height is computed by dividing the NAVD 88
 FB1921.geopotential number by the normal gravity value computed on the
 FB1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1921.degrees latitude (g = 980.6199 gals.).
 FB1921
 FB1921.The modeled gravity was interpolated from observed gravity values.
 FB1921
 FB1921;                    North         East    Units  Estimated Accuracy
 FB1921;SPC TN       -   184,910.      786,080.      MT  (+/- 180 meters Scaled)
 FB1921
 FB1921                          SUPERSEDED SURVEY CONTROL
 FB1921
 FB1921  NGVD 29 (??/??/92)  277.390  (m)          910.07   (f) ADJ UNCH    1 1
 FB1921
 FB1921.Superseded values are not recommended for survey control.
 FB1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1921.See file dsdata.txt to determine how the superseded data were derived.
 FB1921
 FB1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV352859(NAD 83)
 FB1921_MARKER: DB = BENCH MARK DISK
 FB1921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1921_SP_SET: PIER
 FB1921_STAMPING: D 249 1967
 FB1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1921
 FB1921  HISTORY     - Date     Condition        Report By
 FB1921  HISTORY     - 1967     MONUMENTED       CGS
 FB1921  HISTORY     - 1982     POOR             LOCENG
 FB1921
 FB1921                          STATION DESCRIPTION
 FB1921
 FB1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1921'AT KNOXVILLE.
 FB1921'AT KNOXVILLE, ABOUT 1.4 MILES NORTHWEST ALONG THE SOUTHERN
 FB1921'RAILWAY FROM THE STATION, SET VERTICALLY IN THE NORTHEAST FACE
 FB1921'AT THE NORTHWEST END OF THE SOUTHWEST CONCRETE PIER UNDER
 FB1921'WOODLAND AVENUE ENTRANCE TO INTERSTATE HIGHWAY 75, 9 FEET
 FB1921'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, 1.9 FEET
 FB1921'SOUTHEAST OF THE NORTHWEST END OF THE PIER, 2.8 FEET ABOVE THE
 FB1921'LEVEL OF THE GROUND AND 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 FB1921
 FB1921                          STATION RECOVERY (1982)
 FB1921
 FB1921'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1921'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1673 ***********************************************************************
 GC1673  DESIGNATION -  D 25
 GC1673  PID         -  GC1673
 GC1673  STATE/COUNTY-  TN/MONTGOMERY
 GC1673  USGS QUAD   -  NEEDMORE (1983)
 GC1673
 GC1673                         *CURRENT SURVEY CONTROL
 GC1673  ___________________________________________________________________
 GC1673* NAD 83(1986)-  36 26 13.     (N)    087 32 57.     (W)     SCALED    
 GC1673* NAVD 88     -       116.776  (meters)     383.12   (feet)  ADJUSTED  
 GC1673  ___________________________________________________________________
 GC1673  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC1673  DYNAMIC HT  -         116.678 (meters)     382.80  (feet)  COMP
 GC1673  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GC1673
 GC1673  VERT ORDER  -  SECOND    CLASS 0
 GC1673
 GC1673.The horizontal coordinates were scaled from a topographic map and have
 GC1673.an estimated accuracy of +/- 6 seconds.
 GC1673
 GC1673.The orthometric height was determined by differential leveling
 GC1673.and adjusted by the National Geodetic Survey in June 1991..
 GC1673
 GC1673.The geoid height was determined by GEOID03.
 GC1673
 GC1673.The dynamic height is computed by dividing the NAVD 88
 GC1673.geopotential number by the normal gravity value computed on the
 GC1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1673.degrees latitude (g = 980.6199 gals.).
 GC1673
 GC1673.The modeled gravity was interpolated from observed gravity values.
 GC1673
 GC1673;                    North         East    Units  Estimated Accuracy
 GC1673;SPC TN       -   234,500.      461,100.      MT  (+/- 180 meters Scaled)
 GC1673
 GC1673                          SUPERSEDED SURVEY CONTROL
 GC1673
 GC1673  NGVD 29 (??/??/92)  116.830  (m)          383.30   (f) ADJ UNCH    2 0
 GC1673
 GC1673.Superseded values are not recommended for survey control.
 GC1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1673.See file dsdata.txt to determine how the superseded data were derived.
 GC1673
 GC1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF507325(NAD 83)
 GC1673_MARKER: DB = BENCH MARK DISK
 GC1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1673_STAMPING: 383.552 D 25 1934
 GC1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1673+STABILITY: SURFACE MOTION
 GC1673
 GC1673  HISTORY     - Date     Condition        Report By
 GC1673  HISTORY     - 1934     MONUMENTED       CGS
 GC1673
 GC1673                          STATION DESCRIPTION
 GC1673
 GC1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1673'2.4 MI SW FROM CORBANDALE.
 GC1673'2.4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1673'FROM CORBANDALE, MONTGOMERY COUNTY, 1 YARD NORTHWEST OF MILEPOST
 GC1673'193, 3 YARDS SOUTHWEST OF A FARM-ROAD CROSSING, AND 4 YARDS
 GC1673'NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 GC1673'STAMPED 383.552 D 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0856 ***********************************************************************
 GB0856  DESIGNATION -  D 250
 GB0856  PID         -  GB0856
 GB0856  STATE/COUNTY-  TN/MORGAN
 GB0856  USGS QUAD   -  LANCING (1984)
 GB0856
 GB0856                         *CURRENT SURVEY CONTROL
 GB0856  ___________________________________________________________________
 GB0856* NAD 83(1986)-  36 03 22.     (N)    084 37 40.     (W)     SCALED    
 GB0856* NAVD 88     -       265.453  (meters)     870.91   (feet)  ADJUSTED  
 GB0856  ___________________________________________________________________
 GB0856  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB0856  DYNAMIC HT  -         265.213 (meters)     870.12  (feet)  COMP
 GB0856  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 GB0856
 GB0856  VERT ORDER  -  FIRST     CLASS I
 GB0856
 GB0856.The horizontal coordinates were scaled from a topographic map and have
 GB0856.an estimated accuracy of +/- 6 seconds.
 GB0856
 GB0856.The orthometric height was determined by differential leveling
 GB0856.and adjusted by the National Geodetic Survey in June 1991..
 GB0856
 GB0856.The geoid height was determined by GEOID03.
 GB0856
 GB0856.The dynamic height is computed by dividing the NAVD 88
 GB0856.geopotential number by the normal gravity value computed on the
 GB0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0856.degrees latitude (g = 980.6199 gals.).
 GB0856
 GB0856.The modeled gravity was interpolated from observed gravity values.
 GB0856
 GB0856;                    North         East    Units  Estimated Accuracy
 GB0856;SPC TN       -   192,010.      723,630.      MT  (+/- 180 meters Scaled)
 GB0856
 GB0856                          SUPERSEDED SURVEY CONTROL
 GB0856
 GB0856  NGVD 29 (??/??/92)  265.569  (m)          871.29   (f) ADJ UNCH    1 1
 GB0856
 GB0856.Superseded values are not recommended for survey control.
 GB0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0856.See file dsdata.txt to determine how the superseded data were derived.
 GB0856
 GB0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE136927(NAD 83)
 GB0856_MARKER: DB = BENCH MARK DISK
 GB0856_SETTING: 66 = SET IN ROCK OUTCROP
 GB0856_SP_SET: ROCK OUTCROP
 GB0856_STAMPING: D 250 1968
 GB0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0856+STABILITY: POSITION/ELEVATION WELL
 GB0856
 GB0856  HISTORY     - Date     Condition        Report By
 GB0856  HISTORY     - 1968     MONUMENTED       CGS
 GB0856
 GB0856                          STATION DESCRIPTION
 GB0856
 GB0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0856'6.6 MI NW FROM OAKDALE.
 GB0856'ABOUT 6.6 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0856'AT OAKDALE, OR ABOUT 6.65 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY
 GB0856'FROM THE STATION AT LANCING, 0.3 MILE NORTHWEST OF MILEPOST 248,
 GB0856'SET IN THE TOP OF THE SOUTH CORNER OF A 2- X 3-FOOT ROCK OUTCROP AT
 GB0856'THE SOUTHEAST END OF A CUT FOR THE RAILROAD, 24 FEET NORTHEAST OF
 GB0856'THE NORTHEAST RAIL, 13.2 FEET SOUTHEAST OF A 7-INCH TRIANGLE WHICH
 GB0856'IS INSCRIBED IN THE SOUTHWEST FACE OF THE NORTHEAST ROCK WALL OF THE
 GB0856'CUT, 127 YARDS SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE CULVERT
 GB0856'UNDER THE TRACK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1039 ***********************************************************************
 GD1039  DESIGNATION -  D 251
 GD1039  PID         -  GD1039
 GD1039  STATE/COUNTY-  TN/LAKE
 GD1039  USGS QUAD   -  TENNEMO (1983)
 GD1039
 GD1039                         *CURRENT SURVEY CONTROL
 GD1039  ___________________________________________________________________
 GD1039* NAD 83(1986)-  36 13 13.     (N)    089 36 00.     (W)     SCALED    
 GD1039* NAVD 88     -        82.953  (meters)     272.15   (feet)  ADJUSTED  
 GD1039  ___________________________________________________________________
 GD1039  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1039  DYNAMIC HT  -          82.885 (meters)     271.93  (feet)  COMP
 GD1039  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GD1039
 GD1039  VERT ORDER  -  FIRST     CLASS I
 GD1039
 GD1039.The horizontal coordinates were scaled from a topographic map and have
 GD1039.an estimated accuracy of +/- 6 seconds.
 GD1039
 GD1039.The orthometric height was determined by differential leveling
 GD1039.and adjusted by the National Geodetic Survey in June 1991..
 GD1039
 GD1039.The geoid height was determined by GEOID03.
 GD1039
 GD1039.The dynamic height is computed by dividing the NAVD 88
 GD1039.geopotential number by the normal gravity value computed on the
 GD1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1039.degrees latitude (g = 980.6199 gals.).
 GD1039
 GD1039.The modeled gravity was interpolated from observed gravity values.
 GD1039
 GD1039;                    North         East    Units  Estimated Accuracy
 GD1039;SPC TN       -   215,310.      276,400.      MT  (+/- 180 meters Scaled)
 GD1039
 GD1039                          SUPERSEDED SURVEY CONTROL
 GD1039
 GD1039  NGVD 29 (??/??/??)   82.872  (m)          271.89   (f) ADJUSTED    1 1
 GD1039
 GD1039.Superseded values are not recommended for survey control.
 GD1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1039.See file dsdata.txt to determine how the superseded data were derived.
 GD1039
 GD1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF662115(NAD 83)
 GD1039_MARKER: DB = BENCH MARK DISK
 GD1039_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1039+WITH SETTING: INTO GROUND
 GD1039_SP_SET: METAL ROD WITH BASE PLATE
 GD1039_STAMPING: D 251 1976
 GD1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1039+STABILITY: SURFACE MOTION
 GD1039
 GD1039  HISTORY     - Date     Condition        Report By
 GD1039  HISTORY     - 1976     MONUMENTED       NGS
 GD1039  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD1039
 GD1039                          STATION DESCRIPTION
 GD1039
 GD1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1039'7.8 MI SW FROM RIDGLEY.
 GD1039'1.5 MILE WEST ALONG A BLACKTOP ROAD FROM THE ILLINOIS CENTRAL
 GD1039'RAILROAD STATION AT RIDGLEY, THENCE SOUTH ON COUNTY ROAD 8157 FOR
 GD1039'0.6 MILE TO THE JUNCTION OF COUNTY ROAD 8151, THENCE 2.8 MILE SOUTH
 GD1039'ON COUNTYROAD 8151, THENCE 3.0 MILES WEST ON STATE HIGHWAY 79, 2.5
 GD1039'FEET NORTH OF A BUSH, 44 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 GD1039'AND 217 FEET SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD.
 GD1039
 GD1039                          STATION RECOVERY (2002)
 GD1039
 GD1039'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0450 ***********************************************************************
 FC0450  DESIGNATION -  D 256
 FC0450  PID         -  FC0450
 FC0450  STATE/COUNTY-  TN/BRADLEY
 FC0450  USGS QUAD   -  MC DONALD (1976)
 FC0450
 FC0450                         *CURRENT SURVEY CONTROL
 FC0450  ___________________________________________________________________
 FC0450* NAD 83(1986)-  35 05 34.     (N)    084 54 19.     (W)     SCALED    
 FC0450* NAVD 88     -       271.619  (meters)     891.14   (feet)  ADJUSTED  
 FC0450  ___________________________________________________________________
 FC0450  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FC0450  DYNAMIC HT  -         271.349 (meters)     890.25  (feet)  COMP
 FC0450  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 FC0450
 FC0450  VERT ORDER  -  FIRST     CLASS I
 FC0450
 FC0450.The horizontal coordinates were scaled from a topographic map and have
 FC0450.an estimated accuracy of +/- 6 seconds.
 FC0450
 FC0450.The orthometric height was determined by differential leveling
 FC0450.and adjusted by the National Geodetic Survey in June 1991..
 FC0450
 FC0450.The geoid height was determined by GEOID03.
 FC0450
 FC0450.The dynamic height is computed by dividing the NAVD 88
 FC0450.geopotential number by the normal gravity value computed on the
 FC0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0450.degrees latitude (g = 980.6199 gals.).
 FC0450
 FC0450.The modeled gravity was interpolated from observed gravity values.
 FC0450
 FC0450;                    North         East    Units  Estimated Accuracy
 FC0450;SPC TN       -    84,820.      699,820.      MT  (+/- 180 meters Scaled)
 FC0450
 FC0450                          SUPERSEDED SURVEY CONTROL
 FC0450
 FC0450  NGVD 29 (??/??/92)  271.617  (m)          891.13   (f) ADJ UNCH    1 1
 FC0450
 FC0450.Superseded values are not recommended for survey control.
 FC0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0450.See file dsdata.txt to determine how the superseded data were derived.
 FC0450
 FC0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD909853(NAD 83)
 FC0450_MARKER: DB = BENCH MARK DISK
 FC0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0450_SP_SET: CULVERT
 FC0450_STAMPING: D 256 1968
 FC0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0450
 FC0450  HISTORY     - Date     Condition        Report By
 FC0450  HISTORY     - 1968     MONUMENTED       CGS
 FC0450
 FC0450                          STATION DESCRIPTION
 FC0450
 FC0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0450'4.6 MI SW FROM CLEVELAND.
 FC0450'ABOUT 4.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0450'STATION AT CLEVELAND, ABOUT 0.1 MILE NORTHEAST OF A PRIVATE ROAD
 FC0450'CROSSING, ABOUT 0.1 MILE SOUTHWEST OF A NARROW GRAVELED ROAD
 FC0450'CROSSING, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 FC0450'STONE HEAD WALL TO A 36-INCH METAL PIPE CULVERT, 17 FEET SOUTHEAST
 FC0450'OF THE SOUTHEAST RAIL, 3 FEET SOUTHWEST OF THE NORTHEAST END OF
 FC0450'THE HEAD WALL AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0414 ***********************************************************************
 FC0414  DESIGNATION -  D 257
 FC0414  PID         -  FC0414
 FC0414  STATE/COUNTY-  TN/MCMINN
 FC0414  USGS QUAD   -  CALHOUN (1980)
 FC0414
 FC0414                         *CURRENT SURVEY CONTROL
 FC0414  ___________________________________________________________________
 FC0414* NAD 83(1986)-  35 18 14.     (N)    084 44 53.     (W)     SCALED    
 FC0414* NAVD 88     -       215.851  (meters)     708.17   (feet)  ADJUSTED  
 FC0414  ___________________________________________________________________
 FC0414  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0414  DYNAMIC HT  -         215.640 (meters)     707.48  (feet)  COMP
 FC0414  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0414
 FC0414  VERT ORDER  -  FIRST     CLASS I
 FC0414
 FC0414.The horizontal coordinates were scaled from a topographic map and have
 FC0414.an estimated accuracy of +/- 6 seconds.
 FC0414
 FC0414.The orthometric height was determined by differential leveling
 FC0414.and adjusted by the National Geodetic Survey in June 1991..
 FC0414
 FC0414.The geoid height was determined by GEOID03.
 FC0414
 FC0414.The dynamic height is computed by dividing the NAVD 88
 FC0414.geopotential number by the normal gravity value computed on the
 FC0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0414.degrees latitude (g = 980.6199 gals.).
 FC0414
 FC0414.The modeled gravity was interpolated from observed gravity values.
 FC0414
 FC0414;                    North         East    Units  Estimated Accuracy
 FC0414;SPC TN       -   108,410.      713,860.      MT  (+/- 180 meters Scaled)
 FC0414
 FC0414                          SUPERSEDED SURVEY CONTROL
 FC0414
 FC0414  NGVD 29 (??/??/92)  215.889  (m)          708.30   (f) ADJ UNCH    1 1
 FC0414
 FC0414.Superseded values are not recommended for survey control.
 FC0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0414.See file dsdata.txt to determine how the superseded data were derived.
 FC0414
 FC0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE047090(NAD 83)
 FC0414_MARKER: DB = BENCH MARK DISK
 FC0414_SETTING: 66 = SET IN ROCK OUTCROP
 FC0414_SP_SET: SET IN ROCK OUTCROP
 FC0414_STAMPING: D 257 1968
 FC0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0414+STABILITY: POSITION/ELEVATION WELL
 FC0414
 FC0414  HISTORY     - Date     Condition        Report By
 FC0414  HISTORY     - 1968     MONUMENTED       CGS
 FC0414
 FC0414                          STATION DESCRIPTION
 FC0414
 FC0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0414'0.9 MI NE FROM CALHOUN.
 FC0414'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE NORTHEAST
 FC0414'END OF THE HIGHWAY BRIDGE OVER HIWASSEE RIVER AT CALHOUN, 206
 FC0414'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF BIG SPRINGS
 FC0414'CALHOUN ROAD LEADING NORTHWEST, 149.5 FEET NORTHEAST OF BENCH
 FC0414'MARK J244 DESCRIBED, SET IN THE TOP OF AN OUTCROP OF ROCK THAT
 FC0414'IS ABOUT 4 FEET LONG AND 2 FEET WIDE AND ABOUT LEVEL WITH THE
 FC0414'GROUND, 46 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 FC0414'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0421 ***********************************************************************
 FC0421  DESIGNATION -  D 258
 FC0421  PID         -  FC0421
 FC0421  STATE/COUNTY-  TN/MCMINN
 FC0421  USGS QUAD   -  CALHOUN (1980)
 FC0421
 FC0421                         *CURRENT SURVEY CONTROL
 FC0421  ___________________________________________________________________
 FC0421* NAD 83(1986)-  35 20 52.     (N)    084 42 56.     (W)     SCALED    
 FC0421* NAVD 88     -       249.859  (meters)     819.75   (feet)  ADJUSTED  
 FC0421  ___________________________________________________________________
 FC0421  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0421  DYNAMIC HT  -         249.615 (meters)     818.95  (feet)  COMP
 FC0421  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 FC0421
 FC0421  VERT ORDER  -  FIRST     CLASS I
 FC0421
 FC0421.The horizontal coordinates were scaled from a topographic map and have
 FC0421.an estimated accuracy of +/- 6 seconds.
 FC0421
 FC0421.The orthometric height was determined by differential leveling
 FC0421.and adjusted by the National Geodetic Survey in June 1991..
 FC0421
 FC0421.The geoid height was determined by GEOID03.
 FC0421
 FC0421.The dynamic height is computed by dividing the NAVD 88
 FC0421.geopotential number by the normal gravity value computed on the
 FC0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0421.degrees latitude (g = 980.6199 gals.).
 FC0421
 FC0421.The modeled gravity was interpolated from observed gravity values.
 FC0421
 FC0421;                    North         East    Units  Estimated Accuracy
 FC0421;SPC TN       -   113,320.      716,750.      MT  (+/- 180 meters Scaled)
 FC0421
 FC0421                          SUPERSEDED SURVEY CONTROL
 FC0421
 FC0421  NGVD 29 (??/??/92)  249.900  (m)          819.88   (f) ADJ UNCH    1 1
 FC0421
 FC0421.Superseded values are not recommended for survey control.
 FC0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0421.See file dsdata.txt to determine how the superseded data were derived.
 FC0421
 FC0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE075140(NAD 83)
 FC0421_MARKER: DB = BENCH MARK DISK
 FC0421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0421_SP_SET: 29 FEET
 FC0421_STAMPING: D 258 1968
 FC0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0421
 FC0421  HISTORY     - Date     Condition        Report By
 FC0421  HISTORY     - 1968     MONUMENTED       CGS
 FC0421
 FC0421                          STATION DESCRIPTION
 FC0421
 FC0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0421'2.6 MI SW FROM RICEVILLE.
 FC0421'ABOUT 2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0421'OFFICE AT RICEVILLE, 107 FEET NORTHEAST OF THE SOUTHERN RAILWAY
 FC0421'MILEPOST 196, 46 1/2 FEET WEST OF THE CENTER OF THE CROSSING
 FC0421'OF THE SOUTHERN RAILWAY TRACK AND A PRIVATE ROAD, 40 1/2 FEET
 FC0421'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33.6 FEET NORTHWEST
 FC0421'OF THE NORTHWEST RAIL, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 FC0421'THE ROAD, 0.6 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 FC0421'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 2 FEET BELOW
 FC0421'THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER
 FC0421'COATED STEEL ROD PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 FC0421'GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 4
 FC0421'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 FC0421'REFUSAL AT A 29 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0025 ***********************************************************************
 FC0025  DESIGNATION -  D 259
 FC0025  PID         -  FC0025
 FC0025  STATE/COUNTY-  TN/MONROE
 FC0025  USGS QUAD   -  PHILADELPHIA (1974)
 FC0025
 FC0025                         *CURRENT SURVEY CONTROL
 FC0025  ___________________________________________________________________
 FC0025* NAD 83(1986)-  35 39 23.     (N)    084 25 08.     (W)     SCALED    
 FC0025* NAVD 88     -       273.066  (meters)     895.88   (feet)  ADJUSTED  
 FC0025  ___________________________________________________________________
 FC0025  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FC0025  DYNAMIC HT  -         272.804 (meters)     895.02  (feet)  COMP
 FC0025  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 FC0025
 FC0025  VERT ORDER  -  FIRST     CLASS I
 FC0025
 FC0025.The horizontal coordinates were scaled from a topographic map and have
 FC0025.an estimated accuracy of +/- 6 seconds.
 FC0025
 FC0025.The orthometric height was determined by differential leveling
 FC0025.and adjusted by the National Geodetic Survey in June 1991..
 FC0025
 FC0025.The geoid height was determined by GEOID03.
 FC0025
 FC0025.The dynamic height is computed by dividing the NAVD 88
 FC0025.geopotential number by the normal gravity value computed on the
 FC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0025.degrees latitude (g = 980.6199 gals.).
 FC0025
 FC0025.The modeled gravity was interpolated from observed gravity values.
 FC0025
 FC0025;                    North         East    Units  Estimated Accuracy
 FC0025;SPC TN       -   147,950.      743,160.      MT  (+/- 180 meters Scaled)
 FC0025
 FC0025                          SUPERSEDED SURVEY CONTROL
 FC0025
 FC0025  NGVD 29 (??/??/92)  273.147  (m)          896.15   (f) ADJ UNCH    1 1
 FC0025
 FC0025.Superseded values are not recommended for survey control.
 FC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0025.See file dsdata.txt to determine how the superseded data were derived.
 FC0025
 FC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE336489(NAD 83)
 FC0025_MARKER: DB = BENCH MARK DISK
 FC0025_SETTING: 66 = SET IN ROCK OUTCROP
 FC0025_SP_SET: OUTCROP
 FC0025_STAMPING: D 259 1968
 FC0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0025+STABILITY: POSITION/ELEVATION WELL
 FC0025
 FC0025  HISTORY     - Date     Condition        Report By
 FC0025  HISTORY     - 1968     MONUMENTED       CGS
 FC0025
 FC0025                          STATION DESCRIPTION
 FC0025
 FC0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0025'1.8 MI SW FROM PHILADELPHIA.
 FC0025'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0025'FIRST BAPTIST CHURCH AT PHILADELPHIA, ABOUT 0.2 MILE SOUTHWEST
 FC0025'OF MILEPOST 167, ABOUT 150 YARDS WEST OF AND ACROSS U.S. HIGHWAY
 FC0025'11 FROM A LARGE ONE STORY STONE HOUSE, IN THE NORTHEAST END OF A
 FC0025'SMALL NARROW FIELD, SET IN THE TOP OF A ROCK THAT THE EXPOSED
 FC0025'PORTION IS ABOUT 12 FEET LONG BY 3 FEET WIDE AND IS PART OF AN
 FC0025'OUTCROP THAT COVERS THE WHOLE END OF THE FIELD, 46.2 FEET SOUTHEAST
 FC0025'OF THE SOUTHEAST RAIL AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 FC0025'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0248 ***********************************************************************
 GD0248  DESIGNATION -  D 26
 GD0248  PID         -  GD0248
 GD0248  STATE/COUNTY-  TN/BENTON
 GD0248  USGS QUAD   -  CAMDEN (1984)
 GD0248
 GD0248                         *CURRENT SURVEY CONTROL
 GD0248  ___________________________________________________________________
 GD0248* NAD 83(1986)-  36 02 54.     (N)    088 06 30.     (W)     SCALED    
 GD0248* NAVD 88     -       131.675  (meters)     432.00   (feet)  ADJUSTED  
 GD0248  ___________________________________________________________________
 GD0248  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0248  DYNAMIC HT  -         131.564 (meters)     431.64  (feet)  COMP
 GD0248  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GD0248
 GD0248  VERT ORDER  -  FIRST     CLASS II
 GD0248
 GD0248.The horizontal coordinates were scaled from a topographic map and have
 GD0248.an estimated accuracy of +/- 6 seconds.
 GD0248
 GD0248.The orthometric height was determined by differential leveling
 GD0248.and adjusted by the National Geodetic Survey in June 1991..
 GD0248
 GD0248.The geoid height was determined by GEOID03.
 GD0248
 GD0248.The dynamic height is computed by dividing the NAVD 88
 GD0248.geopotential number by the normal gravity value computed on the
 GD0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0248.degrees latitude (g = 980.6199 gals.).
 GD0248
 GD0248.The modeled gravity was interpolated from observed gravity values.
 GD0248
 GD0248;                    North         East    Units  Estimated Accuracy
 GD0248;SPC TN       -   192,320.      410,040.      MT  (+/- 180 meters Scaled)
 GD0248
 GD0248                          SUPERSEDED SURVEY CONTROL
 GD0248
 GD0248  NGVD 29 (??/??/??)  131.704  (m)          432.10   (f) ADJUSTED    1 2
 GD0248
 GD0248.Superseded values are not recommended for survey control.
 GD0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0248.See file dsdata.txt to determine how the superseded data were derived.
 GD0248
 GD0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE001898(NAD 83)
 GD0248_MARKER: DB = BENCH MARK DISK
 GD0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0248_SP_SET: SQUARE CONCRETE MONUMENT
 GD0248_STAMPING: D 26 1934 432.263
 GD0248_MARK LOGO: CGS   
 GD0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0248+STABILITY: SURFACE MOTION
 GD0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0248+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1987
 GD0248
 GD0248  HISTORY     - Date     Condition        Report By
 GD0248  HISTORY     - 1934     MONUMENTED       CGS
 GD0248  HISTORY     - 1969     GOOD             CGS
 GD0248  HISTORY     - 1971     GOOD             NGS
 GD0248  HISTORY     - 19870618 GOOD             LOCENG
 GD0248
 GD0248                          STATION DESCRIPTION
 GD0248
 GD0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0248'0.6 MI W FROM CAMDEN.
 GD0248'THE MARK IS ABOUT 0.6 OF A MILE ALONG THE OLD NASHVILLE,
 GD0248'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN CAMDEN.
 GD0248'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD), NEAR A
 GD0248'RAILROAD OVERPASS OVER STATE ROUTE 69, AND ABOUT 20 FEET ABOVE
 GD0248'THE HIGHWAY.  IT IS 127 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GD0248'A FRAME HOUSE, 85 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 GD0248'OF A FRAME HOUSE, 85 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 GD0248'OF THE WEST END OF THE CONCRETE HEADWALL OF THE OVERPASS, 47.7
 GD0248'FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 44 FEET WEST-NORTHWEST
 GD0248'OF TELEGRAPH POLE NO. 86-15, AND 0.7 OF A FOOT WEST OF A METAL
 GD0248'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD0248'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 GD0248'THE DISK IS STAMPED D 26 1934.
 GD0248
 GD0248                          STATION RECOVERY (1971)
 GD0248
 GD0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0248'RECOVERED IN GOOD CONDITION.
 GD0248
 GD0248                          STATION RECOVERY (1987)
 GD0248
 GD0248'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GD0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0092 ***********************************************************************
 FC0092  DESIGNATION -  D 260
 FC0092  PID         -  FC0092
 FC0092  STATE/COUNTY-  TN/KNOX
 FC0092  USGS QUAD   -  CONCORD (1984)
 FC0092
 FC0092                         *CURRENT SURVEY CONTROL
 FC0092  ___________________________________________________________________
 FC0092* NAD 83(1986)-  35 51 56.     (N)    084 08 14.     (W)     SCALED    
 FC0092* NAVD 88     -       250.460  (meters)     821.72   (feet)  ADJUSTED  
 FC0092  ___________________________________________________________________
 FC0092  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0092  DYNAMIC HT  -         250.225 (meters)     820.95  (feet)  COMP
 FC0092  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 FC0092
 FC0092  VERT ORDER  -  FIRST     CLASS I
 FC0092
 FC0092.The horizontal coordinates were scaled from a topographic map and have
 FC0092.an estimated accuracy of +/- 6 seconds.
 FC0092
 FC0092.The orthometric height was determined by differential leveling
 FC0092.and adjusted by the National Geodetic Survey in June 1991..
 FC0092
 FC0092.The geoid height was determined by GEOID03.
 FC0092
 FC0092.The dynamic height is computed by dividing the NAVD 88
 FC0092.geopotential number by the normal gravity value computed on the
 FC0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0092.degrees latitude (g = 980.6199 gals.).
 FC0092
 FC0092.The modeled gravity was interpolated from observed gravity values.
 FC0092
 FC0092;                    North         East    Units  Estimated Accuracy
 FC0092;SPC TN       -   171,600.      768,220.      MT  (+/- 180 meters Scaled)
 FC0092
 FC0092                          SUPERSEDED SURVEY CONTROL
 FC0092
 FC0092  NGVD 29 (??/??/92)  250.586  (m)          822.13   (f) ADJ UNCH    1 1
 FC0092
 FC0092.Superseded values are not recommended for survey control.
 FC0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0092.See file dsdata.txt to determine how the superseded data were derived.
 FC0092
 FC0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE584728(NAD 83)
 FC0092_MARKER: DB = BENCH MARK DISK
 FC0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0092_SP_SET: WALL
 FC0092_STAMPING: D 260 1968
 FC0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0092
 FC0092  HISTORY     - Date     Condition        Report By
 FC0092  HISTORY     - 1968     MONUMENTED       CGS
 FC0092
 FC0092                          STATION DESCRIPTION
 FC0092
 FC0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0092'AT CONCORD.
 FC0092'AT CONCORD, ABOUT 100 YARDS EAST ALONG THE SOUTHERN RAILWAY FROM
 FC0092'THE EAST CORNER OF THE POST OFFICE, ABOUT 80 YARDS NORTHEAST
 FC0092'OF MILEPOST 145, SET IN THE TOP OF THE SOUTHWEST END OF A
 FC0092'CONCRETE RETAINING WALL, 33 FEET NORTHWEST OF THE NORTHWEST RAIL
 FC0092'OF THE MAIN TRACK, 15 1/2 FEET NORTHEAST OF THE EXTENDED CENTER
 FC0092'LINE OF OLIVE ROAD, 1.2 FEET NORTHEAST OF THE SOUTHWEST END OF
 FC0092'THE WALL, ABOUT LEVEL WITH THE GROUND ALONG THE TRACK AND ABOUT
 FC0092'1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0464 ***********************************************************************
 FF0464  DESIGNATION -  D 261
 FF0464  PID         -  FF0464
 FF0464  STATE/COUNTY-  TN/SHELBY
 FF0464  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0464
 FF0464                         *CURRENT SURVEY CONTROL
 FF0464  ___________________________________________________________________
 FF0464* NAD 83(1986)-  35 04 48.     (N)    090 03 26.     (W)     SCALED    
 FF0464* NAVD 88     -        72.639  (meters)     238.32   (feet)  ADJUSTED  
 FF0464  ___________________________________________________________________
 FF0464  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0464  DYNAMIC HT  -          72.572 (meters)     238.10  (feet)  COMP
 FF0464  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FF0464
 FF0464  VERT ORDER  -  FIRST     CLASS I
 FF0464
 FF0464.The horizontal coordinates were scaled from a topographic map and have
 FF0464.an estimated accuracy of +/- 6 seconds.
 FF0464
 FF0464.The orthometric height was determined by differential leveling
 FF0464.and adjusted by the National Geodetic Survey in June 1991..
 FF0464
 FF0464.The geoid height was determined by GEOID03.
 FF0464
 FF0464.The dynamic height is computed by dividing the NAVD 88
 FF0464.geopotential number by the normal gravity value computed on the
 FF0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0464.degrees latitude (g = 980.6199 gals.).
 FF0464
 FF0464.The modeled gravity was interpolated from observed gravity values.
 FF0464
 FF0464;                    North         East    Units  Estimated Accuracy
 FF0464;SPC TN       -    90,510.      230,080.      MT  (+/- 180 meters Scaled)
 FF0464
 FF0464                          SUPERSEDED SURVEY CONTROL
 FF0464
 FF0464  NGVD 29 (??/??/??)   72.617  (m)          238.24   (f) ADJUSTED    1 1
 FF0464
 FF0464.Superseded values are not recommended for survey control.
 FF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0464.See file dsdata.txt to determine how the superseded data were derived.
 FF0464
 FF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683858(NAD 83)
 FF0464_MARKER: DV = VERTICAL CONTROL DISK
 FF0464_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0464_SP_SET: ABUTMENT
 FF0464_STAMPING: D 261 1974
 FF0464_MARK LOGO: NGS   
 FF0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0464+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 FF0464
 FF0464  HISTORY     - Date     Condition        Report By
 FF0464  HISTORY     - 1974     MONUMENTED       NGS
 FF0464  HISTORY     - 1976     GOOD             NGS
 FF0464  HISTORY     - 19911112 GOOD             NGS
 FF0464  HISTORY     - 19950321 GOOD             TN1620
 FF0464  HISTORY     - 20021028 MARK NOT FOUND   USACE
 FF0464
 FF0464                          STATION DESCRIPTION
 FF0464
 FF0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0464'AT MEMPHIS.
 FF0464'IN THE SOUTH PART OF MEMPHIS, AT THE NORTHWEST CORNER OF THE
 FF0464'OVERPASS AT U.S. HIGHWAY 61 (SOUTH THIRD STREET) OVER THE NORTH
 FF0464'LANE OF INTERSTATE 55, 0.45 MILE SOUTH OF THE INTERSECTION OF
 FF0464'MALLORY AVENUE AND SOUTH THIRD STREET, 45 FEET WEST OF THE
 FF0464'CENTER LINE OF 4 LANES OF THE HIGHWAY, SET IN THE TOP OF THE
 FF0464'WEST END OF THE NORTH CONCRETE ABUTMENT (WHICH IS ALSO A DIVIDING
 FF0464'WALL AT THE NORTH END OF THE WEST WALKWAY), 5.5 FEET WEST OF THE
 FF0464'WEST CURB LINE, 0.7 FOOT EAST OF THE WEST BANNISTER, 10-INCHES
 FF0464'ABOVE LEVEL OF THE HIGHWAY.
 FF0464
 FF0464                          STATION RECOVERY (1976)
 FF0464
 FF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0464'RECOVERED IN GOOD CONDITION.
 FF0464
 FF0464                          STATION RECOVERY (1991)
 FF0464
 FF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0464'IN MEMPHIS, AT THE INTERSECTION OF INTERSTATE HIGHWAY 55 AND U.S.
 FF0464'HIGHWAY 61 (THIRD STREET), IN TOP OF AND 0.5 M (1.6 FT) EAST OF THE
 FF0464'WEST END OF THE NORTH CONCRETE ABUTMENT OF THE U.S. HIGHWAY OVERPASS
 FF0464'OF THE INTERSTATE HIGHWAY, 20.0 M (65.6 FT) NORTH OF THE CENTER OF
 FF0464'THE WESTBOUND LANES OF THE INTERSTATE HIGHWAY, 8.4 M (27.6 FT) WEST
 FF0464'OF AND LEVEL WITH THE CENTER OF THE SOUTHBOUND LANES OF THE U.S.
 FF0464'HIGHWAY, AND 0.2 M (0.7 FT) EAST OF THE WEST BRIDGE RAIL.
 FF0464
 FF0464                          STATION RECOVERY (1995)
 FF0464
 FF0464'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0464'RECOVERED IN GOOD CONDITION.
 FF0464
 FF0464                          STATION RECOVERY (2002)
 FF0464
 FF0464'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1361 ***********************************************************************
 FE1361  DESIGNATION -  D 262
 FE1361  PID         -  FE1361
 FE1361  STATE/COUNTY-  TN/TIPTON
 FE1361  USGS QUAD   -  MUNFORD (1983)
 FE1361
 FE1361                         *CURRENT SURVEY CONTROL
 FE1361  ___________________________________________________________________
 FE1361* NAD 83(1986)-  35 25 13.     (N)    089 49 11.     (W)     SCALED    
 FE1361* NAVD 88     -       117.586  (meters)     385.78   (feet)  ADJUSTED  
 FE1361  ___________________________________________________________________
 FE1361  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1361  DYNAMIC HT  -         117.483 (meters)     385.44  (feet)  COMP
 FE1361  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 FE1361
 FE1361  VERT ORDER  -  FIRST     CLASS I
 FE1361
 FE1361.The horizontal coordinates were scaled from a topographic map and have
 FE1361.an estimated accuracy of +/- 6 seconds.
 FE1361
 FE1361.The orthometric height was determined by differential leveling
 FE1361.and adjusted by the National Geodetic Survey in June 1991..
 FE1361
 FE1361.The geoid height was determined by GEOID03.
 FE1361
 FE1361.The dynamic height is computed by dividing the NAVD 88
 FE1361.geopotential number by the normal gravity value computed on the
 FE1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1361.degrees latitude (g = 980.6199 gals.).
 FE1361
 FE1361.The modeled gravity was interpolated from observed gravity values.
 FE1361
 FE1361;                    North         East    Units  Estimated Accuracy
 FE1361;SPC TN       -   127,370.      253,190.      MT  (+/- 180 meters Scaled)
 FE1361
 FE1361                          SUPERSEDED SURVEY CONTROL
 FE1361
 FE1361  NGVD 29 (??/??/??)  117.557  (m)          385.68   (f) ADJUSTED    1 1
 FE1361
 FE1361.Superseded values are not recommended for survey control.
 FE1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1361.See file dsdata.txt to determine how the superseded data were derived.
 FE1361
 FE1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE439233(NAD 83)
 FE1361_MARKER: DB = BENCH MARK DISK
 FE1361_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1361+WITH SETTING: INTO GROUND
 FE1361_STAMPING: D 262 1974
 FE1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1361+STABILITY: SURFACE MOTION
 FE1361
 FE1361  HISTORY     - Date     Condition        Report By
 FE1361  HISTORY     - 1974     MONUMENTED       NGS
 FE1361  HISTORY     - 20021003 MARK NOT FOUND   USACE
 FE1361
 FE1361                          STATION DESCRIPTION
 FE1361
 FE1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1361'2.4 MI SW FROM CROSSTOWN.
 FE1361'ABOUT 2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1361'ATOKA-MUNFORD ROAD INTERSECTION AT CROSSTOWN, ABOUT 350 FEET
 FE1361'SOUTHWEST OF THE CENTER OF A PAVED ROAD INTERSECTION, NORTHWEST
 FE1361'OF AND ACROSS 4 LANES OF THE HIGHWAY FROM LITTLE PORKYS DRIVE-IN
 FE1361'RESTAURANT, ON SMALL KNOLL AND CLUSTER OF TREES ON SOUTHWEST
 FE1361'SIDE OF A DRAW, 108 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE1361'NORTHWEST LANE OF THE HIGHWAY, 123 FEET NORTHEAST OF TELEPHONE
 FE1361'CABLE PED. D-20A, 5 FEET NORTHEAST OF A CORNER POST, 1 FOOT SOUTH
 FE1361'OF A METAL WITNESS POST, 6 FEET ABOVE HIGHWAY AND ON THE TOP OF A
 FE1361'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 FE1361'PLATE.  THE DISK IS FLUSH WITH THE GROUND AND PROTECTED BY A
 FE1361'4-INCH PLASTIC PIPE PROJECTING 1-INCH.
 FE1361
 FE1361                          STATION RECOVERY (2002)
 FE1361
 FE1361'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1361'SUSPECTED DESTROYED, NEW PHONE AND WATER LINES IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1707 ***********************************************************************
 FE1707  DESIGNATION -  D 263
 FE1707  PID         -  FE1707
 FE1707  STATE/COUNTY-  TN/LAUDERDALE
 FE1707  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1707
 FE1707                         *CURRENT SURVEY CONTROL
 FE1707  ___________________________________________________________________
 FE1707* NAD 83(1986)-  35 41 32.     (N)    089 34 39.     (W)     SCALED    
 FE1707* NAVD 88     -       108.837  (meters)     357.08   (feet)  ADJUSTED  
 FE1707  ___________________________________________________________________
 FE1707  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1707  DYNAMIC HT  -         108.744 (meters)     356.77  (feet)  COMP
 FE1707  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 FE1707
 FE1707  VERT ORDER  -  FIRST     CLASS I
 FE1707
 FE1707.The horizontal coordinates were scaled from a topographic map and have
 FE1707.an estimated accuracy of +/- 6 seconds.
 FE1707
 FE1707.The orthometric height was determined by differential leveling
 FE1707.and adjusted by the National Geodetic Survey in June 1991..
 FE1707
 FE1707.The geoid height was determined by GEOID03.
 FE1707
 FE1707.The dynamic height is computed by dividing the NAVD 88
 FE1707.geopotential number by the normal gravity value computed on the
 FE1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1707.degrees latitude (g = 980.6199 gals.).
 FE1707
 FE1707.The modeled gravity was interpolated from observed gravity values.
 FE1707
 FE1707;                    North         East    Units  Estimated Accuracy
 FE1707;SPC TN       -   156,690.      276,280.      MT  (+/- 180 meters Scaled)
 FE1707
 FE1707                          SUPERSEDED SURVEY CONTROL
 FE1707
 FE1707  NGVD 29 (??/??/??)  108.798  (m)          356.95   (f) ADJUSTED    1 1
 FE1707
 FE1707.Superseded values are not recommended for survey control.
 FE1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1707.See file dsdata.txt to determine how the superseded data were derived.
 FE1707
 FE1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE667528(NAD 83)
 FE1707_MARKER: DB = BENCH MARK DISK
 FE1707_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1707+WITH SETTING: INTO GROUND
 FE1707_STAMPING: D 263 1974
 FE1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1707+STABILITY: SURFACE MOTION
 FE1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1707+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1707
 FE1707  HISTORY     - Date     Condition        Report By
 FE1707  HISTORY     - 1974     MONUMENTED       NGS
 FE1707  HISTORY     - 20020808 GOOD             USACE
 FE1707
 FE1707                          STATION DESCRIPTION
 FE1707
 FE1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1707'1.8 MI N FROM HENNING.
 FE1707'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1707'WITH OLD U.S. HIGHWAY 51 AT HENNING, THENCE 1.05 MILES NORTH
 FE1707'ALONG NEW 4 LANES OF U.S. HIGHWAY 51, 119 YARDS NORTH OF THE
 FE1707'CENTER OF THE INTERSECTION WITH AN ASPHALT ROAD LEADING WEST,
 FE1707'86 FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE BLOCK BUILDING
 FE1707'RUTHS SHOPPE READY-TO-WEAR, 144.7 FEET NORTHEAST OF THE NORTHEAST
 FE1707'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, 93 FEET NORTHWEST
 FE1707'OF THE CENTER LINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 51, 10
 FE1707'FEET SOUTHWEST OF A PIPE POST AT THE NORTHEAST END OF A WOVEN
 FE1707'WIRE FENCE, 10.2 FEET SOUTHWEST OF CONCRETE HIGHWAY R.O.W. MARKER,
 FE1707'0.4 FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET ABOVE HIGHWAY
 FE1707'AND ON TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED
 FE1707'TO A METAL BASE PLATE.  THE DISK IS 3-INCHES BELOW GROUND AND
 FE1707'PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FE1707
 FE1707                          STATION RECOVERY (2002)
 FE1707
 FE1707'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1860 ***********************************************************************
 FE1860  DESIGNATION -  D 264
 FE1860  PID         -  FE1860
 FE1860  STATE/COUNTY-  TN/LAUDERDALE
 FE1860  USGS QUAD   -  KNOB CREEK (1972)
 FE1860
 FE1860                         *CURRENT SURVEY CONTROL
 FE1860  ___________________________________________________________________
 FE1860* NAD 83(1986)-  35 55 07.     (N)    089 33 21.     (W)     SCALED    
 FE1860* NAVD 88     -        77.685  (meters)     254.87   (feet)  ADJUSTED  
 FE1860  ___________________________________________________________________
 FE1860  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1860  DYNAMIC HT  -          77.619 (meters)     254.66  (feet)  COMP
 FE1860  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FE1860
 FE1860  VERT ORDER  -  FIRST     CLASS I
 FE1860
 FE1860.The horizontal coordinates were scaled from a topographic map and have
 FE1860.an estimated accuracy of +/- 6 seconds.
 FE1860
 FE1860.The orthometric height was determined by differential leveling
 FE1860.and adjusted by the National Geodetic Survey in June 1991..
 FE1860
 FE1860.The geoid height was determined by GEOID03.
 FE1860
 FE1860.The dynamic height is computed by dividing the NAVD 88
 FE1860.geopotential number by the normal gravity value computed on the
 FE1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1860.degrees latitude (g = 980.6199 gals.).
 FE1860
 FE1860.The modeled gravity was interpolated from observed gravity values.
 FE1860
 FE1860;                    North         East    Units  Estimated Accuracy
 FE1860;SPC TN       -   181,710.      279,150.      MT  (+/- 180 meters Scaled)
 FE1860
 FE1860                          SUPERSEDED SURVEY CONTROL
 FE1860
 FE1860  NGVD 29 (??/??/??)   77.627  (m)          254.68   (f) ADJUSTED    1 1
 FE1860
 FE1860.Superseded values are not recommended for survey control.
 FE1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1860.See file dsdata.txt to determine how the superseded data were derived.
 FE1860
 FE1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE693779(NAD 83)
 FE1860_MARKER: DB = BENCH MARK DISK
 FE1860_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1860+WITH SETTING: INTO GROUND
 FE1860_STAMPING: D 264 1974
 FE1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1860+STABILITY: SURFACE MOTION
 FE1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1860+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 FE1860
 FE1860  HISTORY     - Date     Condition        Report By
 FE1860  HISTORY     - 1974     MONUMENTED       NGS
 FE1860  HISTORY     - 20020806 GOOD             USACE
 FE1860
 FE1860                          STATION DESCRIPTION
 FE1860
 FE1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1860'9.8 MI W FROM HALLS.
 FE1860'ABOUT 9.75 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1860'BAPTIST CHURCH AT HALLS, ABOUT 4 MILES EAST OF THE ABANDONED
 FE1860'HALES POINT BAPTIST CHURCH, ABOUT 3.25 MILES WEST OF SMALL
 FE1860'COMMUNITY OF PORTER GAP, 30 FEET SOUTH OF THE CENTER LINE OF
 FE1860'THE HIGHWAY, 63.8 FEET NORTHWEST OF A 48-INCH OAK TREE, 4.3 FEET
 FE1860'EAST OF A POWER POLE WITH WITNESS SIGN, 96.2 FEET EAST OF THE
 FE1860'EAST ONE OF THREE OAK TREES IN A ROW, 4 FEET BELOW LEVEL OF THE
 FE1860'HIGHWAY AND ON TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 FE1860'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH WITH THE
 FE1860'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 4-INCHES.
 FE1860
 FE1860                          STATION RECOVERY (2002)
 FE1860
 FE1860'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1131 ***********************************************************************
 GD1131  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1131  DESIGNATION -  D 265
 GD1131  PID         -  GD1131
 GD1131  STATE/COUNTY-  TN/DYER
 GD1131  USGS QUAD   -  MISTON (1983)
 GD1131
 GD1131                         *CURRENT SURVEY CONTROL
 GD1131  ___________________________________________________________________
 GD1131* NAD 83(1995)-  36 11 55.11409(N)    089 27 26.61010(W)     ADJUSTED  
 GD1131* NAVD 88     -        86.01   (meters)     282.2    (feet)  GPS OBS   
 GD1131  ___________________________________________________________________
 GD1131  X           -      48,800.290 (meters)                     COMP
 GD1131  Y           -  -5,152,827.624 (meters)                     COMP
 GD1131  Z           -   3,746,035.236 (meters)                     COMP
 GD1131  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GD1131  ELLIP HEIGHT-          57.65  (meters)          (05/31/05) GPS OBS
 GD1131  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1131  DYNAMIC HT  -          85.94  (meters)     282.0   (feet)  COMP
 GD1131  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GD1131
 GD1131  HORZ ORDER  -  FIRST
 GD1131  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1131  ELLP ORDER  -  FOURTH    CLASS II
 GD1131
 GD1131.The horizontal coordinates were established by GPS observations
 GD1131.and adjusted by the National Geodetic Survey in May 2005..
 GD1131
 GD1131.The orthometric height was determined by GPS observations and a
 GD1131.high-resolution geoid model using precise GPS observation and
 GD1131.processing techniques. It supersedes the leveled height previously
 GD1131.determined for this station.
 GD1131.The vertical order pertains to the first NAVD 88 superseded value.
 GD1131
 GD1131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1131
 GD1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1131
 GD1131.The ellipsoidal height was determined by GPS observations
 GD1131.and is referenced to NAD 83.
 GD1131
 GD1131.The geoid height was determined by GEOID03.
 GD1131
 GD1131.The dynamic height is computed by dividing the NAVD 88
 GD1131.geopotential number by the normal gravity value computed on the
 GD1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1131.degrees latitude (g = 980.6199 gals.).
 GD1131
 GD1131.The modeled gravity was interpolated from observed gravity values.
 GD1131
 GD1131;                    North         East     Units Scale Factor Converg.
 GD1131;SPC TN       -   212,447.821   289,126.902   MT  0.99996859   -2 01 26.7
 GD1131;SPC TN       -   697,005.89    948,577.18   sFT  0.99996859   -2 01 26.7
 GD1131;UTM  16      - 4,008,780.447   279,057.231   MT  1.00020151   -1 27 06.8
 GD1131
 GD1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1131!SPC TN       -   0.99999095  x   0.99996859  =   0.99995954
 GD1131!UTM  16      -   0.99999095  x   1.00020151  =   1.00019246
 GD1131
 GD1131                          SUPERSEDED SURVEY CONTROL
 GD1131
 GD1131  NAVD 88 (06/15/91)   85.984  (m)          282.10   (f) ADJUSTED    1 1
 GD1131  NGVD 29 (??/??/??)   85.907  (m)          281.85   (f) ADJUSTED    1 1
 GD1131
 GD1131.Superseded values are not recommended for survey control.
 GD1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1131.See file dsdata.txt to determine how the superseded data were derived.
 GD1131
 GD1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7905708780(NAD 83)
 GD1131_MARKER: DB = BENCH MARK DISK
 GD1131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD1131_SP_SET: ABUTMENT
 GD1131_STAMPING: D 265 1974
 GD1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1131+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1131
 GD1131  HISTORY     - Date     Condition        Report By
 GD1131  HISTORY     - 1974     MONUMENTED       NGS
 GD1131  HISTORY     - 20020802 GOOD             USACE
 GD1131  HISTORY     - 20030709 GOOD             EMCINC
 GD1131
 GD1131                          STATION DESCRIPTION
 GD1131
 GD1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1131'2.90 MI NW FROM BOGOTA.
 GD1131'ABOUT 2.90 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD1131'WITH STATE HIGHWAY 103, SET IN THE TOP OF THE SOUTHWEST ABUTMENT OF
 GD1131'THE NORTHWEST END OF BRIDGE NO. 23/78/12.53, 18.5 FEET SOUTHWEST OF
 GD1131'THE CENTER LINE OF STATE HIGHWAY 78, 3.8 FEET SOUTH OF THE WEST CORNER
 GD1131'OF CONCRETE GUARD RAIL OF BRIDGE, 1.7 FEET SOUTHWEST OF THE SOUTHWEST
 GD1131'FACE OF THE SOUTHWEST CONCRETE GUARD RAIL OF BRIDGE AND 0.5 FOOT ABOVE
 GD1131'THE HIGHWAY.
 GD1131
 GD1131                          STATION RECOVERY (2002)
 GD1131
 GD1131'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1131'RECOVERED IN GOOD CONDITION.
 GD1131
 GD1131                          STATION RECOVERY (2003)
 GD1131
 GD1131'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1131'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1094 ***********************************************************************
 FD1094  DESIGNATION -  D 27
 FD1094  PID         -  FD1094
 FD1094  STATE/COUNTY-  TN/HUMPHREYS
 FD1094  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1094
 FD1094                         *CURRENT SURVEY CONTROL
 FD1094  ___________________________________________________________________
 FD1094* NAD 83(1986)-  35 59 05.     (N)    087 46 59.     (W)     SCALED    
 FD1094* NAVD 88     -       188.625  (meters)     618.85   (feet)  ADJUSTED  
 FD1094  ___________________________________________________________________
 FD1094  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD1094  DYNAMIC HT  -         188.462 (meters)     618.31  (feet)  COMP
 FD1094  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 FD1094
 FD1094  VERT ORDER  -  SECOND    CLASS 0
 FD1094
 FD1094.The horizontal coordinates were scaled from a topographic map and have
 FD1094.an estimated accuracy of +/- 6 seconds.
 FD1094
 FD1094.The orthometric height was determined by differential leveling
 FD1094.and adjusted by the National Geodetic Survey in June 1991..
 FD1094
 FD1094.The geoid height was determined by GEOID03.
 FD1094
 FD1094.The dynamic height is computed by dividing the NAVD 88
 FD1094.geopotential number by the normal gravity value computed on the
 FD1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1094.degrees latitude (g = 980.6199 gals.).
 FD1094
 FD1094.The modeled gravity was interpolated from observed gravity values.
 FD1094
 FD1094;                    North         East    Units  Estimated Accuracy
 FD1094;SPC TN       -   184,690.      439,220.      MT  (+/- 180 meters Scaled)
 FD1094
 FD1094                          SUPERSEDED SURVEY CONTROL
 FD1094
 FD1094  NGVD 29 (??/??/92)  188.657  (m)          618.95   (f) ADJ UNCH    2 0
 FD1094
 FD1094.Superseded values are not recommended for survey control.
 FD1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1094.See file dsdata.txt to determine how the superseded data were derived.
 FD1094
 FD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE294825(NAD 83)
 FD1094_MARKER: DB = BENCH MARK DISK
 FD1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1094_STAMPING: D 27 1934
 FD1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1094+STABILITY: SURFACE MOTION
 FD1094
 FD1094  HISTORY     - Date     Condition        Report By
 FD1094  HISTORY     - 1934     MONUMENTED       CGS
 FD1094  HISTORY     - 1939     GOOD             NGS
 FD1094  HISTORY     - 1973     GOOD             TVA
 FD1094
 FD1094                          STATION DESCRIPTION
 FD1094
 FD1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FD1094'7.7 MI S FROM WAVERLY.
 FD1094'7.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 FD1094'COUNTY, ABOUT 4-1/2 MILES NORTHEAST OF THE BRIDGE OVER DUCK
 FD1094'RIVER, 20 FEET NORTHWEST OF A 14-INCH OAK TREE, AND 20 FEET EAST
 FD1094'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 27
 FD1094'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATION IS
 FD1094'24.00 FEET EAST OF A ROAD 15.90 FEET WEST OF 8 INCH WHITE OAK
 FD1094'18.40 FEET NORTH 30 WEST OF 18 INCH RED OAK 13.20 FEET SOUTH
 FD1094'5 WEST OF SIX INCH HICKORY TVA POST AND SIGN SET AT MON.
 FD1094
 FD1094                          STATION RECOVERY (1973)
 FD1094
 FD1094'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1346 ***********************************************************************
 GC1346  DESIGNATION -  D 28
 GC1346  PID         -  GC1346
 GC1346  STATE/COUNTY-  TN/DICKSON
 GC1346  USGS QUAD   -  BURNS (1986)
 GC1346
 GC1346                         *CURRENT SURVEY CONTROL
 GC1346  ___________________________________________________________________
 GC1346* NAD 83(1986)-  36 03 57.     (N)    087 16 40.     (W)     SCALED    
 GC1346* NAVD 88     -       243.329  (meters)     798.32   (feet)  ADJUSTED  
 GC1346  ___________________________________________________________________
 GC1346  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1346  DYNAMIC HT  -         243.116 (meters)     797.62  (feet)  COMP
 GC1346  MODELED GRAV-     979,753.4   (mgal)                       NAVD 88
 GC1346
 GC1346  VERT ORDER  -  FIRST     CLASS II
 GC1346
 GC1346.The horizontal coordinates were scaled from a topographic map and have
 GC1346.an estimated accuracy of +/- 6 seconds.
 GC1346
 GC1346.The orthometric height was determined by differential leveling
 GC1346.and adjusted by the National Geodetic Survey in June 1991..
 GC1346
 GC1346.The geoid height was determined by GEOID03.
 GC1346
 GC1346.The dynamic height is computed by dividing the NAVD 88
 GC1346.geopotential number by the normal gravity value computed on the
 GC1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1346.degrees latitude (g = 980.6199 gals.).
 GC1346
 GC1346.The modeled gravity was interpolated from observed gravity values.
 GC1346
 GC1346;                    North         East    Units  Estimated Accuracy
 GC1346;SPC TN       -   192,970.      484,900.      MT  (+/- 180 meters Scaled)
 GC1346
 GC1346                          SUPERSEDED SURVEY CONTROL
 GC1346
 GC1346  NGVD 29 (??/??/92)  243.327  (m)          798.32   (f) ADJ UNCH    1 2
 GC1346
 GC1346.Superseded values are not recommended for survey control.
 GC1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1346.See file dsdata.txt to determine how the superseded data were derived.
 GC1346
 GC1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE749912(NAD 83)
 GC1346_MARKER: DB = BENCH MARK DISK
 GC1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1346_STAMPING: 798.607 D 28 1934
 GC1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1346+STABILITY: SURFACE MOTION
 GC1346
 GC1346  HISTORY     - Date     Condition        Report By
 GC1346  HISTORY     - 1934     MONUMENTED       CGS
 GC1346  HISTORY     - 1948     GOOD             NGS
 GC1346
 GC1346                          STATION DESCRIPTION
 GC1346
 GC1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1346'2.2 MI E FROM BURNS.
 GC1346'2.2 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1346'RAILWAY FROM THE STATION AT BURNS, IN THE SOUTH ANGLE OF A DIM
 GC1346'ABANDONED ROAD CROSSING 32 2/3 POLES WEST OF MILE POST 34, 44
 GC1346'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 39 FEET
 GC1346'SOUTH OF A CROSSING WARNING SIGNAL, 29 FEET SOUTHWEST OF A
 GC1346'TELEPHONE POLE, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GC1346'ROAD, 4 FEET WEST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A WHITE
 GC1346'WOODEN WITNESS POST, ABOUT LEVEL WITH THE CROSSING AND SET IN THE
 GC1346'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0730 ***********************************************************************
 FD0730  DESIGNATION -  D 29
 FD0730  PID         -  FD0730
 FD0730  STATE/COUNTY-  TN/HICKMAN
 FD0730  USGS QUAD   -  CENTERVILLE (1987)
 FD0730
 FD0730                         *CURRENT SURVEY CONTROL
 FD0730  ___________________________________________________________________
 FD0730* NAD 83(1986)-  35 45 50.     (N)    087 27 50.     (W)     SCALED    
 FD0730* NAVD 88     -       147.919  (meters)     485.30   (feet)  ADJUSTED  
 FD0730  ___________________________________________________________________
 FD0730  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD0730  DYNAMIC HT  -         147.788 (meters)     484.87  (feet)  COMP
 FD0730  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FD0730
 FD0730  VERT ORDER  -  SECOND    CLASS 0
 FD0730
 FD0730.The horizontal coordinates were scaled from a topographic map and have
 FD0730.an estimated accuracy of +/- 6 seconds.
 FD0730
 FD0730.The orthometric height was determined by differential leveling
 FD0730.and adjusted by the National Geodetic Survey in June 1991..
 FD0730
 FD0730.The geoid height was determined by GEOID03.
 FD0730
 FD0730.The dynamic height is computed by dividing the NAVD 88
 FD0730.geopotential number by the normal gravity value computed on the
 FD0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0730.degrees latitude (g = 980.6199 gals.).
 FD0730
 FD0730.The modeled gravity was interpolated from observed gravity values.
 FD0730
 FD0730;                    North         East    Units  Estimated Accuracy
 FD0730;SPC TN       -   159,710.      467,630.      MT  (+/- 180 meters Scaled)
 FD0730
 FD0730                          SUPERSEDED SURVEY CONTROL
 FD0730
 FD0730  NGVD 29 (??/??/92)  147.904  (m)          485.25   (f) ADJ UNCH    2 0
 FD0730
 FD0730.Superseded values are not recommended for survey control.
 FD0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0730.See file dsdata.txt to determine how the superseded data were derived.
 FD0730
 FD0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE580578(NAD 83)
 FD0730_MARKER: DB = BENCH MARK DISK
 FD0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0730_STAMPING: D 29 1934
 FD0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0730+STABILITY: SURFACE MOTION
 FD0730
 FD0730  HISTORY     - Date     Condition        Report By
 FD0730  HISTORY     - 1934     MONUMENTED       CGS
 FD0730
 FD0730                          STATION DESCRIPTION
 FD0730
 FD0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0730'1.2 MI S FROM CENTERVILLE.
 FD0730'1.2 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0730'RAILWAY FROM CENTERVILLE, HICKMAN COUNTY, 1/2 RAIL SOUTH OF
 FD0730'THE SOUTH END OF THE STATION AT TWOMEY, 11 POLES SOUTH OF
 FD0730'MILEPOST 33, 3 RAILS SOUTH OF CULVERT 33.4, 2-1/2 RAILS SOUTH
 FD0730'OF A ROAD CROSSING, 50 FEET NORTHWEST OF THE FENCE AROUND A
 FD0730'SUB-STATION OF THE TENNESSEE POWER CO., 50 FEET EAST OF THE
 FD0730'CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF A POWER-TRANSMISSION
 FD0730'LINE POLE.  A STANDARD DISK, STAMPED D 29 1934 AND SET IN THE
 FD0730'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2407 ***********************************************************************
 FB2407  DESIGNATION -  D 292
 FB2407  PID         -  FB2407
 FB2407  STATE/COUNTY-  TN/KNOX
 FB2407  USGS QUAD   -  KNOXVILLE (1978)
 FB2407
 FB2407                         *CURRENT SURVEY CONTROL
 FB2407  ___________________________________________________________________
 FB2407* NAD 83(1986)-  35 56 46.     (N)    083 54 43.     (W)     SCALED    
 FB2407* NAVD 88     -       285.120  (meters)     935.43   (feet)  ADJUSTED  
 FB2407  ___________________________________________________________________
 FB2407  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2407  DYNAMIC HT  -         284.857 (meters)     934.57  (feet)  COMP
 FB2407  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 FB2407
 FB2407  VERT ORDER  -  FIRST     CLASS II
 FB2407
 FB2407.The horizontal coordinates were scaled from a topographic map and have
 FB2407.an estimated accuracy of +/- 6 seconds.
 FB2407
 FB2407.The orthometric height was determined by differential leveling
 FB2407.and adjusted by the National Geodetic Survey in June 1991..
 FB2407
 FB2407.The geoid height was determined by GEOID03.
 FB2407
 FB2407.The dynamic height is computed by dividing the NAVD 88
 FB2407.geopotential number by the normal gravity value computed on the
 FB2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2407.degrees latitude (g = 980.6199 gals.).
 FB2407
 FB2407.The modeled gravity was interpolated from observed gravity values.
 FB2407
 FB2407;                    North         East    Units  Estimated Accuracy
 FB2407;SPC TN       -   180,950.      788,370.      MT  (+/- 180 meters Scaled)
 FB2407
 FB2407                          SUPERSEDED SURVEY CONTROL
 FB2407
 FB2407  NGVD 29 (12/12/91)  285.255  (m)          935.87   (f) ADJUSTED    1 2
 FB2407
 FB2407.Superseded values are not recommended for survey control.
 FB2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2407.See file dsdata.txt to determine how the superseded data were derived.
 FB2407
 FB2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV373818(NAD 83)
 FB2407_MARKER: DB = BENCH MARK DISK
 FB2407_SETTING: 66 = SET IN ROCK OUTCROP
 FB2407_SP_SET: ROCK OUTCROP
 FB2407_STAMPING: D 292 1983
 FB2407_MARK LOGO: NGS   
 FB2407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2407+STABILITY: POSITION/ELEVATION WELL
 FB2407
 FB2407  HISTORY     - Date     Condition        Report By
 FB2407  HISTORY     - 1983     MONUMENTED       NGS
 FB2407
 FB2407                          STATION DESCRIPTION
 FB2407
 FB2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2407'IN SOUTH KNOXVILLE.
 FB2407'IN SOUTH KNOXVILLE, 1.1 KM (0.7 MI) SOUTHEAST ALONG U.S HIGHWAY 441
 FB2407'FROM THE SOUTHEAST END OF THE KENLEY STREET BRIDGE OVER THE TENNESSEE
 FB2407'RIVER TO THE MARK ON THE LEFT, AT THE JUNCTION OF OLD MARTIN MILL
 FB2407'PIKE, 3.50 METERS (11.5 FT) NORTHEAST OF THE NORTHEAST CURB OF THE
 FB2407'HIGHWAY, 29.87 METERS (98.0 FT) SOUTHEAST OF THE CENTER OF OLD MARTIN
 FB2407'MILL PIKE, 11.27 METERS (37.0 FT) EAST-SOUTHEAST OF POWER POLE 33493
 FB2407'WITH A TRANSFORMER AND A STREET LIGHT.
 FB2407'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 FB2407'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1620 ***********************************************************************
 FC1620  DESIGNATION -  D 293
 FC1620  PID         -  FC1620
 FC1620  STATE/COUNTY-  TN/MARION
 FC1620  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1620
 FC1620                         *CURRENT SURVEY CONTROL
 FC1620  ___________________________________________________________________
 FC1620* NAD 83(1986)-  35 00 43.     (N)    085 40 38.     (W)     SCALED    
 FC1620* NAVD 88     -       204.087  (meters)     669.58   (feet)  ADJUSTED  
 FC1620  ___________________________________________________________________
 FC1620  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FC1620  DYNAMIC HT  -         203.887 (meters)     668.92  (feet)  COMP
 FC1620  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FC1620
 FC1620  VERT ORDER  -  FIRST     CLASS II
 FC1620
 FC1620.The horizontal coordinates were scaled from a topographic map and have
 FC1620.an estimated accuracy of +/- 6 seconds.
 FC1620
 FC1620.The orthometric height was determined by differential leveling
 FC1620.and adjusted by the National Geodetic Survey in June 1991..
 FC1620
 FC1620.The geoid height was determined by GEOID03.
 FC1620
 FC1620.The dynamic height is computed by dividing the NAVD 88
 FC1620.geopotential number by the normal gravity value computed on the
 FC1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1620.degrees latitude (g = 980.6199 gals.).
 FC1620
 FC1620.The modeled gravity was interpolated from observed gravity values.
 FC1620
 FC1620;                    North         East    Units  Estimated Accuracy
 FC1620;SPC TN       -    75,340.      629,460.      MT  (+/- 180 meters Scaled)
 FC1620
 FC1620                          SUPERSEDED SURVEY CONTROL
 FC1620
 FC1620.No superseded survey control is available for this station.
 FC1620
 FC1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD206751(NAD 83)
 FC1620_MARKER: I = METAL ROD
 FC1620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1620_SP_SET: STAINLESS STEEL ROD
 FC1620_STAMPING: D 293 1983
 FC1620_MARK LOGO: NGS   
 FC1620_PROJECTION: RECESSED 5 CENTIMETERS
 FC1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1620_ROD/PIPE-DEPTH: 14.0 meters
 FC1620
 FC1620  HISTORY     - Date     Condition        Report By
 FC1620  HISTORY     - 1983     MONUMENTED       NGS
 FC1620
 FC1620                          STATION DESCRIPTION
 FC1620
 FC1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1620'3.2 KM (2.0 MI) EAST FROM SOUTH PITTSBURG.
 FC1620'0.1 KM (0.05 MI) NORTH ALONG ELM AVENUE FROM THE POST OFFICE IN SOUTH
 FC1620'PITTSBURG, THENCE 0.1 KM (0.05 MI) EAST ALONG 3RD STREET, THENCE
 FC1620'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 72 (CEDAR AVENUE),
 FC1620'THENCE 2.3 KM (1.45 MI) EASTERLY ALONG STATE HIGHWAY 156, AT THE SMALL
 FC1620'COMMUNITY OF NEW HOPE, 5.79 METERS (19.0 FT) NORTH-NORTHEAST OF THE
 FC1620'CENTERLINE OF THE HIGHWAY, 41.14 METERS (135.0 FT) WEST-SOUTHWEST OF A
 FC1620'POWERLINE POLE WITH ONE GUY WIRE, 9.60 METERS (31.5 FT) SOUTHEAST OF
 FC1620'THE CENTER OF A PAVED ROAD LEADING NORTHEAST, 1.73 METERS (5.7 FT)
 FC1620'SOUTHEAST OF THE CENTER OF THE NORTHERNMOST ONE OF TWO TELEPHONE
 FC1620'JUNCTION BOXES, AND 1.06 METERS (3.5 FT) SOUTHEAST OF A POWERLINE POLE
 FC1620'WITH A TRANSFORMER AND ONE GUY WIRE.  NOTE, THE ROD WAS DRIVEN TO
 FC1620'REFUSAL.
 FC1620'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 FC1620'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1642 ***********************************************************************
 FC1642  DESIGNATION -  D 294
 FC1642  PID         -  FC1642
 FC1642  STATE/COUNTY-  TN/HAMILTON
 FC1642  USGS QUAD   -  OOLTEWAH (1976)
 FC1642
 FC1642                         *CURRENT SURVEY CONTROL
 FC1642  ___________________________________________________________________
 FC1642* NAD 83(1986)-  35 04 49.     (N)    085 05 12.     (W)     SCALED    
 FC1642* NAVD 88     -       262.005  (meters)     859.59   (feet)  ADJUSTED  
 FC1642  ___________________________________________________________________
 FC1642  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC1642  DYNAMIC HT  -         261.743 (meters)     858.74  (feet)  COMP
 FC1642  MODELED GRAV-     979,629.3   (mgal)                       NAVD 88
 FC1642
 FC1642  VERT ORDER  -  FIRST     CLASS II
 FC1642
 FC1642.The horizontal coordinates were scaled from a topographic map and have
 FC1642.an estimated accuracy of +/- 6 seconds.
 FC1642
 FC1642.The orthometric height was determined by differential leveling
 FC1642.and adjusted by the National Geodetic Survey in June 1991..
 FC1642
 FC1642.The geoid height was determined by GEOID03.
 FC1642
 FC1642.The dynamic height is computed by dividing the NAVD 88
 FC1642.geopotential number by the normal gravity value computed on the
 FC1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1642.degrees latitude (g = 980.6199 gals.).
 FC1642
 FC1642.The modeled gravity was interpolated from observed gravity values.
 FC1642
 FC1642;                    North         East    Units  Estimated Accuracy
 FC1642;SPC TN       -    83,260.      683,300.      MT  (+/- 180 meters Scaled)
 FC1642
 FC1642                          SUPERSEDED SURVEY CONTROL
 FC1642
 FC1642.No superseded survey control is available for this station.
 FC1642
 FC1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD744836(NAD 83)
 FC1642_MARKER: I = METAL ROD
 FC1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1642_SP_SET: STAINLESS STEEL ROD
 FC1642_STAMPING: D 294 1983
 FC1642_MARK LOGO: NGS   
 FC1642_PROJECTION: FLUSH
 FC1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1642_ROD/PIPE-DEPTH: 13.4 meters
 FC1642
 FC1642  HISTORY     - Date     Condition        Report By
 FC1642  HISTORY     - 1983     MONUMENTED       NGS
 FC1642
 FC1642                          STATION DESCRIPTION
 FC1642
 FC1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1642'3.0 KM (1.85 MI) WEST FROM OOLTEWAH.
 FC1642'1.2 KM (0.75 MI) NORTHWEST ALONG U.S. HIGHWAY 11 AND 64 FROM THE
 FC1642'OOLTEWAH CHURCH OF GOD IN OOLTEWAH, THENCE 1.8 KM (1.1 MI) SOUTHWEST
 FC1642'ALONG INTERSTATE HIGHWAY 75, 12.37 METERS (40.6 FT) SOUTH OF THE
 FC1642'CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 99.30 METERS
 FC1642'(325.8 FT) EAST OF THE SOUTH STEEL SUPPORT BEAM FOR THE OOLTEWAH
 FC1642'HIGHWAY ROAD SIGN, AND 23.16 METERS (76.0 FT) WEST OF THE CENTER OF
 FC1642'HIGHWAY TURNOUT.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1642'THE MARK IS 1.6 METERS  E FROM A WITNESS POST.
 FC1642'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1606 ***********************************************************************
 FC1606  CBN         -  This is a Cooperative Base Network Control Station.
 FC1606  DESIGNATION -  D 295
 FC1606  PID         -  FC1606
 FC1606  STATE/COUNTY-  TN/BLOUNT
 FC1606  USGS QUAD   -  TALLASSEE (1985)
 FC1606
 FC1606                         *CURRENT SURVEY CONTROL
 FC1606  ___________________________________________________________________
 FC1606* NAD 83(1995)-  35 36 43.83069(N)    084 05 27.31702(W)     ADJUSTED  
 FC1606* NAVD 88     -       275.802  (meters)     904.86   (feet)  ADJUSTED  
 FC1606  ___________________________________________________________________
 FC1606  X           -     534,452.684 (meters)                     COMP
 FC1606  Y           -  -5,163,789.378 (meters)                     COMP
 FC1606  Z           -   3,693,436.389 (meters)                     COMP
 FC1606  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 FC1606  ELLIP HEIGHT-         245.70  (meters)          (08/03/04) GPS OBS
 FC1606  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC1606  DYNAMIC HT  -         275.539 (meters)     904.00  (feet)  COMP
 FC1606  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 FC1606
 FC1606  HORZ ORDER  -  A
 FC1606  VERT ORDER  -  FIRST     CLASS II
 FC1606  ELLP ORDER  -  FOURTH    CLASS I
 FC1606
 FC1606.The horizontal coordinates were established by GPS observations
 FC1606.and adjusted by the National Geodetic Survey in August 2004..
 FC1606
 FC1606.The orthometric height was determined by differential leveling
 FC1606.and adjusted by the National Geodetic Survey in June 1991..
 FC1606
 FC1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1606
 FC1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1606
 FC1606.The ellipsoidal height was determined by GPS observations
 FC1606.and is referenced to NAD 83.
 FC1606
 FC1606.The geoid height was determined by GEOID03.
 FC1606
 FC1606.The dynamic height is computed by dividing the NAVD 88
 FC1606.geopotential number by the normal gravity value computed on the
 FC1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1606.degrees latitude (g = 980.6199 gals.).
 FC1606
 FC1606.The modeled gravity was interpolated from observed gravity values.
 FC1606
 FC1606;                    North         East     Units Scale Factor Converg.
 FC1606;SPC TN       -   143,573.207   772,949.792   MT  0.99995586   +1 07 03.5
 FC1606;SPC TN       -   471,039.76  2,535,919.44   sFT  0.99995586   +1 07 03.5
 FC1606;UTM  16      - 3,944,831.583   763,502.785   MT  1.00045572   +1 41 41.7
 FC1606
 FC1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1606!SPC TN       -   0.99996144  x   0.99995586  =   0.99991730
 FC1606!UTM  16      -   0.99996144  x   1.00045572  =   1.00041714
 FC1606
 FC1606                          SUPERSEDED SURVEY CONTROL
 FC1606
 FC1606  NAVD 88 (08/03/04)  275.80   (m)          904.9    (f) LEVELING    3  
 FC1606  NGVD 29 (12/12/91)  275.918  (m)          905.24   (f) ADJUSTED    1 2
 FC1606
 FC1606.Superseded values are not recommended for survey control.
 FC1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1606.See file dsdata.txt to determine how the superseded data were derived.
 FC1606
 FC1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6350344832(NAD 83)
 FC1606_MARKER: I = METAL ROD
 FC1606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1606_SP_SET: STAINLESS STEEL ROD
 FC1606_STAMPING: D 295 1983
 FC1606_MARK LOGO: NGS   
 FC1606_PROJECTION: FLUSH
 FC1606_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1606+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1606_ROD/PIPE-DEPTH: 6.70 meters
 FC1606
 FC1606  HISTORY     - Date     Condition        Report By
 FC1606  HISTORY     - 1983     MONUMENTED       NGS
 FC1606  HISTORY     - 20031010 GOOD             TNDT
 FC1606
 FC1606                          STATION DESCRIPTION
 FC1606
 FC1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1606'11.2 KM (6.95 MI) NW FROM TALLASSEE.
 FC1606'11.2 KM (6.95 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST
 FC1606'OFFICE IN TALLASSEE TO THE MARK ON THE RIGHT, AT THE INTERSECTION OF
 FC1606'BRICK MILL ROAD RUNNING NORTHWEST AND SIX MILE ROAD RUNNING SOUTHEAST,
 FC1606'7.68 METERS (25.2 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY,
 FC1606'11.43 METERS (37.5 FT) NORTHWEST OF THE CENTER OF SIX MILE ROAD,
 FC1606'3.90 METERS (12.8 FT) SOUTH-SOUTHWEST OF A HISTORICAL MARKER FOR
 FC1606'ALLEGHANY SPRINGS, 1.00 METER (3.3 FT) SOUTH-SOUTHWEST OF A UTILITY
 FC1606'POLE 91 WITH ONE GUY.
 FC1606'THE MARK IS 0.91 METERS  S FROM A WITNESS POST.
 FC1606'THE MARK IS 0.30 M BELOW HIGHWAY.
 FC1606
 FC1606                          STATION RECOVERY (2003)
 FC1606
 FC1606'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2115 ***********************************************************************
 FE2115  DESIGNATION -  D 297
 FE2115  PID         -  FE2115
 FE2115  STATE/COUNTY-  TN/MCNAIRY
 FE2115  USGS QUAD   -  GUYS (1983)
 FE2115
 FE2115                         *CURRENT SURVEY CONTROL
 FE2115  ___________________________________________________________________
 FE2115* NAD 83(1986)-  35 02 23.     (N)    088 31 50.     (W)     SCALED    
 FE2115* NAVD 88     -       132.264  (meters)     433.94   (feet)  ADJUSTED  
 FE2115  ___________________________________________________________________
 FE2115  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2115  DYNAMIC HT  -         132.139 (meters)     433.53  (feet)  COMP
 FE2115  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FE2115
 FE2115  VERT ORDER  -  FIRST     CLASS II
 FE2115
 FE2115.The horizontal coordinates were scaled from a topographic map and have
 FE2115.an estimated accuracy of +/- 6 seconds.
 FE2115
 FE2115.The orthometric height was determined by differential leveling
 FE2115.and adjusted by the National Geodetic Survey in June 1991..
 FE2115
 FE2115.The geoid height was determined by GEOID03.
 FE2115
 FE2115.The dynamic height is computed by dividing the NAVD 88
 FE2115.geopotential number by the normal gravity value computed on the
 FE2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2115.degrees latitude (g = 980.6199 gals.).
 FE2115
 FE2115.The modeled gravity was interpolated from observed gravity values.
 FE2115
 FE2115;                    North         East    Units  Estimated Accuracy
 FE2115;SPC TN       -    81,360.      369,120.      MT  (+/- 180 meters Scaled)
 FE2115
 FE2115                          SUPERSEDED SURVEY CONTROL
 FE2115
 FE2115.No superseded survey control is available for this station.
 FE2115
 FE2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD603785(NAD 83)
 FE2115_MARKER: I = METAL ROD
 FE2115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2115_SP_SET: STAINLESS STEEL ROD
 FE2115_STAMPING: D 297 1983
 FE2115_MARK LOGO: NGS   
 FE2115_PROJECTION: FLUSH
 FE2115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2115_ROD/PIPE-DEPTH: 6.7  meters
 FE2115
 FE2115  HISTORY     - Date     Condition        Report By
 FE2115  HISTORY     - 1983     MONUMENTED       NGS
 FE2115  HISTORY     - 20020409 MARK NOT FOUND   USACE
 FE2115
 FE2115                          STATION DESCRIPTION
 FE2115
 FE2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2115'12.1 KM (7.5 MI) NORTH FROM CORINTH MS.
 FE2115'12.1 KM (7.5 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2115'CORINTH, MISSISSIPPI TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY AND
 FE2115'SOUTH OF POWERLINE POLE NUMBER 4279 WITH AN ELECTRICAL BOX,
 FE2115'13.90 METERS (45.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FE2115'6.49 METERS (21.3 FT) WEST OF THE GUY WIRE ANCHOR FOR A POWERLINE
 FE2115'POLE, AND 0.97 METER (3.2 FT) EAST OF A POWERLINE POLE.
 FE2115'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2115'THE MARK IS 0.3 M BELOW HIGHWAY.
 FE2115
 FE2115                          STATION RECOVERY (2002)
 FE2115
 FE2115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2115'STATION IS SUSPECTED DESTROYED DUE TO NEW HWY 45 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2141 ***********************************************************************
 FE2141  DESIGNATION -  D 298
 FE2141  PID         -  FE2141
 FE2141  STATE/COUNTY-  TN/HARDEMAN
 FE2141  USGS QUAD   -  MIDDLETON (1980)
 FE2141
 FE2141                         *CURRENT SURVEY CONTROL
 FE2141  ___________________________________________________________________
 FE2141* NAD 83(1986)-  35 02 11.     (N)    088 55 41.     (W)     SCALED    
 FE2141* NAVD 88     -       153.912  (meters)     504.96   (feet)  ADJUSTED  
 FE2141  ___________________________________________________________________
 FE2141  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2141  DYNAMIC HT  -         153.766 (meters)     504.48  (feet)  COMP
 FE2141  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 FE2141
 FE2141  VERT ORDER  -  FIRST     CLASS II
 FE2141
 FE2141.The horizontal coordinates were scaled from a topographic map and have
 FE2141.an estimated accuracy of +/- 6 seconds.
 FE2141
 FE2141.The orthometric height was determined by differential leveling
 FE2141.and adjusted by the National Geodetic Survey in June 1991..
 FE2141
 FE2141.The geoid height was determined by GEOID03.
 FE2141
 FE2141.The dynamic height is computed by dividing the NAVD 88
 FE2141.geopotential number by the normal gravity value computed on the
 FE2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2141.degrees latitude (g = 980.6199 gals.).
 FE2141
 FE2141.The modeled gravity was interpolated from observed gravity values.
 FE2141
 FE2141;                    North         East    Units  Estimated Accuracy
 FE2141;SPC TN       -    82,000.      332,850.      MT  (+/- 180 meters Scaled)
 FE2141
 FE2141                          SUPERSEDED SURVEY CONTROL
 FE2141
 FE2141.No superseded survey control is available for this station.
 FE2141
 FE2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD241787(NAD 83)
 FE2141_MARKER: I = METAL ROD
 FE2141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2141_SP_SET: STAINLESS STEEL ROD
 FE2141_STAMPING: D 298 1983
 FE2141_MARK LOGO: NGS   
 FE2141_PROJECTION: FLUSH
 FE2141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2141+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2141_ROD/PIPE-DEPTH: 8.53 meters
 FE2141
 FE2141  HISTORY     - Date     Condition        Report By
 FE2141  HISTORY     - 1983     MONUMENTED       NGS
 FE2141  HISTORY     - 20020919 GOOD             USACE
 FE2141
 FE2141                          STATION DESCRIPTION
 FE2141
 FE2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2141'5.7 KM (3.55 MI) SW FROM MIDDLETON.
 FE2141'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2141'SOUTHERN RAILROAD IN MIDDLETON, THENCE 3.3 KM (2.05 MI) WEST ALONG
 FE2141'STATE HIGHWAY 57 TO THE MARK ON THE RIGHT, 13.41 METERS (44.0 FT)
 FE2141'NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.28 METERS (37.0 FT) WEST OF
 FE2141'A LARGE TREE BEING USED AS A CORNER FENCE POST, 8.59 METERS (28.2 FT)
 FE2141'EAST OF THE WEST GUY WIRE ANCHOR FOR A POWERLINE POLE, 4.51 METERS
 FE2141'(14.8 FT) NORTHEAST OF THE SOUTH GUY WIRE ANCHOR FOR THE POWERLINE
 FE2141'POLE, AND 0.79 METER (2.6 FT) SOUTH OF A POWERLINE POLE WITH A
 FE2141'TRANSFORMER AND TWO GUY WIRES.
 FE2141'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2141'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2141
 FE2141                          STATION RECOVERY (2002)
 FE2141
 FE2141'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2141'POWERPOLE AT SITE HAS BEEN REPLACED AND MOVED. MONUMENT NOW 3.0 FT ENE
 FE2141'OF POWERPOLE WITH TRANSFORMER AND NO GUY WIRES. ALL OTHER REFERENCES
 FE2141'OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2167 ***********************************************************************
 FE2167  DESIGNATION -  D 299
 FE2167  PID         -  FE2167
 FE2167  STATE/COUNTY-  TN/FAYETTE
 FE2167  USGS QUAD   -  MOSCOW (1965)
 FE2167
 FE2167                         *CURRENT SURVEY CONTROL
 FE2167  ___________________________________________________________________
 FE2167* NAD 83(1986)-  35 03 41.     (N)    089 23 38.     (W)     SCALED    
 FE2167* NAVD 88     -       118.744  (meters)     389.58   (feet)  ADJUSTED  
 FE2167  ___________________________________________________________________
 FE2167  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2167  DYNAMIC HT  -         118.632 (meters)     389.21  (feet)  COMP
 FE2167  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 FE2167
 FE2167  VERT ORDER  -  FIRST     CLASS II
 FE2167
 FE2167.The horizontal coordinates were scaled from a topographic map and have
 FE2167.an estimated accuracy of +/- 6 seconds.
 FE2167
 FE2167.The orthometric height was determined by differential leveling
 FE2167.and adjusted by the National Geodetic Survey in June 1991..
 FE2167
 FE2167.The geoid height was determined by GEOID03.
 FE2167
 FE2167.The dynamic height is computed by dividing the NAVD 88
 FE2167.geopotential number by the normal gravity value computed on the
 FE2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2167.degrees latitude (g = 980.6199 gals.).
 FE2167
 FE2167.The modeled gravity was interpolated from observed gravity values.
 FE2167
 FE2167;                    North         East    Units  Estimated Accuracy
 FE2167;SPC TN       -    86,150.      290,460.      MT  (+/- 180 meters Scaled)
 FE2167
 FE2167                          SUPERSEDED SURVEY CONTROL
 FE2167
 FE2167.No superseded survey control is available for this station.
 FE2167
 FE2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD816824(NAD 83)
 FE2167_MARKER: I = METAL ROD
 FE2167_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2167_SP_SET: STAINLESS STEEL ROD
 FE2167_STAMPING: D 299 1983
 FE2167_MARK LOGO: NGS   
 FE2167_PROJECTION: FLUSH
 FE2167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2167+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2167_ROD/PIPE-DEPTH: 12.2 meters
 FE2167
 FE2167  HISTORY     - Date     Condition        Report By
 FE2167  HISTORY     - 1983     MONUMENTED       NGS
 FE2167  HISTORY     - 20020924 GOOD             USACE
 FE2167  HISTORY     - 20060506 GOOD             GEOCAC
 FE2167
 FE2167                          STATION DESCRIPTION
 FE2167
 FE2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2167'IN MOSCOW.
 FE2167'IN MOSCOW, 0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 76 FROM THE
 FE2167'JUNCTION OF STATE HIGHWAY 57 TO THE INTERSECTION OF DACUS AVENUE AND
 FE2167'THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION, 10.09 METERS
 FE2167'(33.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.45 METERS (17.9 FT)
 FE2167'SOUTH OF THE APPROXIMATE CENTER OF THE AVENUE, 0.40 METER (1.3 FT)
 FE2167'WEST OF A CORNER FENCE POST OF A CHAIN LINK FENCE, AND 0.37 METER
 FE2167'(1.2 FT) NORTH OF A CHAIN LINK FENCE.
 FE2167'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2167'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2167
 FE2167                          STATION RECOVERY (2002)
 FE2167
 FE2167'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2167'RECOVERED IN GOOD CONDITION.
 FE2167
 FE2167                          STATION RECOVERY (2006)
 FE2167
 FE2167'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2167'RECOVERED AS DESCRIBED.  MARK IS IN THE SOUTHWEST CORNER OF THE
 FE2167'INTERSECTION BETWEEN DACUS STREET AND HIGHWAY 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1146 ***********************************************************************
 GC1146  DESIGNATION -  D 3
 GC1146  PID         -  GC1146
 GC1146  STATE/COUNTY-  TN/MONTGOMERY
 GC1146  USGS QUAD   -  SANGO (1984)
 GC1146
 GC1146                         *CURRENT SURVEY CONTROL
 GC1146  ___________________________________________________________________
 GC1146* NAD 83(1986)-  36 36 45.     (N)    087 13 37.     (W)     SCALED    
 GC1146* NAVD 88     -       165.488  (meters)     542.94   (feet)  ADJUSTED  
 GC1146  ___________________________________________________________________
 GC1146  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC1146  DYNAMIC HT  -         165.354 (meters)     542.50  (feet)  COMP
 GC1146  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 GC1146
 GC1146  VERT ORDER  -  FIRST     CLASS II
 GC1146
 GC1146.The horizontal coordinates were scaled from a topographic map and have
 GC1146.an estimated accuracy of +/- 6 seconds.
 GC1146
 GC1146.The orthometric height was determined by differential leveling
 GC1146.and adjusted by the National Geodetic Survey in June 1991..
 GC1146
 GC1146.The geoid height was determined by GEOID03.
 GC1146
 GC1146.The dynamic height is computed by dividing the NAVD 88
 GC1146.geopotential number by the normal gravity value computed on the
 GC1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1146.degrees latitude (g = 980.6199 gals.).
 GC1146
 GC1146.The modeled gravity was interpolated from observed gravity values.
 GC1146
 GC1146;                    North         East    Units  Estimated Accuracy
 GC1146;SPC TN       -   253,570.      490,230.      MT  (+/- 180 meters Scaled)
 GC1146
 GC1146                          SUPERSEDED SURVEY CONTROL
 GC1146
 GC1146  NGVD 29 (??/??/92)  165.562  (m)          543.18   (f) ADJ UNCH    1 2
 GC1146
 GC1146.Superseded values are not recommended for survey control.
 GC1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1146.See file dsdata.txt to determine how the superseded data were derived.
 GC1146
 GC1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF797519(NAD 83)
 GC1146_MARKER: DB = BENCH MARK DISK
 GC1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1146_STAMPING: D 3 1921
 GC1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1146+STABILITY: SURFACE MOTION
 GC1146
 GC1146  HISTORY     - Date     Condition        Report By
 GC1146  HISTORY     - 1921     MONUMENTED       CGS
 GC1146  HISTORY     - 1954     GOOD             NGS
 GC1146  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1146
 GC1146                          STATION DESCRIPTION
 GC1146
 GC1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC1146'5 MI NE FROM ST BETHLEHEM.
 GC1146'4.95 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1146'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1146'438 YARDS SOUTHWEST OF MILE POST 168, ABOUT 230 YARDS SOUTHWEST OF
 GC1146'THE ROAD CROSSING AT BELDON (HAMPTON STATION), 21 FEET SOUTHEAST
 GC1146'OF THE SOUTHEAST RAIL, 38 FEET SOUTH OF CENTER OF A PRIVATE ROAD
 GC1146'LEADING TO A HOUSE NORTHWEST OF TRACK, 106 FEET SOUTHEAST AND
 GC1146'ACROSS TRACK FROM THE EAST CORNER OF HOUSE AND 3 1/2 FEET SOUTHWEST
 GC1146'OF THE EXTENDED NORTHEAST FACE OF HOUSE, 7 FEET NORTHEAST OF THE
 GC1146'5TH TELEPHONE POLE SOUTHWEST OF CROSSING, ABOUT 2 FEET BELOW
 GC1146'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1146'3 INCHES.
 GC1146
 GC1146                          STATION RECOVERY (1984)
 GC1146
 GC1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1146'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0715 ***********************************************************************
 FD0715  DESIGNATION -  D 30
 FD0715  PID         -  FD0715
 FD0715  STATE/COUNTY-  TN/MAURY
 FD0715  USGS QUAD   -  COLUMBIA (1989)
 FD0715
 FD0715                         *CURRENT SURVEY CONTROL
 FD0715  ___________________________________________________________________
 FD0715* NAD 83(1986)-  35 35 59.     (N)    087 01 40.     (W)     SCALED    
 FD0715* NAVD 88     -       205.944  (meters)     675.67   (feet)  ADJUSTED  
 FD0715  ___________________________________________________________________
 FD0715  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0715  DYNAMIC HT  -         205.762 (meters)     675.07  (feet)  COMP
 FD0715  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 FD0715
 FD0715  VERT ORDER  -  FIRST     CLASS II
 FD0715
 FD0715.The horizontal coordinates were scaled from a topographic map and have
 FD0715.an estimated accuracy of +/- 6 seconds.
 FD0715
 FD0715.The orthometric height was determined by differential leveling
 FD0715.and adjusted by the National Geodetic Survey in June 1991..
 FD0715
 FD0715.The geoid height was determined by GEOID03.
 FD0715
 FD0715.The dynamic height is computed by dividing the NAVD 88
 FD0715.geopotential number by the normal gravity value computed on the
 FD0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0715.degrees latitude (g = 980.6199 gals.).
 FD0715
 FD0715.The modeled gravity was interpolated from observed gravity values.
 FD0715
 FD0715;                    North         East    Units  Estimated Accuracy
 FD0715;SPC TN       -   140,990.      506,870.      MT  (+/- 180 meters Scaled)
 FD0715
 FD0715                          SUPERSEDED SURVEY CONTROL
 FD0715
 FD0715  NGVD 29 (??/??/92)  205.924  (m)          675.60   (f) ADJ UNCH    1 2
 FD0715
 FD0715.Superseded values are not recommended for survey control.
 FD0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0715.See file dsdata.txt to determine how the superseded data were derived.
 FD0715
 FD0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE974395(NAD 83)
 FD0715_MARKER: DB = BENCH MARK DISK
 FD0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0715_STAMPING: D 30 1934
 FD0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0715+STABILITY: SURFACE MOTION
 FD0715
 FD0715  HISTORY     - Date     Condition        Report By
 FD0715  HISTORY     - 1934     MONUMENTED       CGS
 FD0715  HISTORY     - 1958     GOOD             NGS
 FD0715  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0715
 FD0715                          STATION DESCRIPTION
 FD0715
 FD0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FD0715'0.7 MI SE FROM COLUMBIA.
 FD0715'0.7 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0715'FROM THE STATION AT COLUMBIA, AT A PRIVATE ROAD CROSSING, 2
 FD0715'RAILS NORTH OF A GRADE CROSSING, 35 FEET EAST OF THE CENTERLINE
 FD0715'OF THE TRACK, 127 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 FD0715'OF A 2-STORY HOUSE WITH A RED METAL ROOF, 68 FEET NORTH OF
 FD0715'THE CENTER OF THE CROSSING, 68 FEET NORTHWEST OF POWER POLE
 FD0715'12/0, 32 FEET NORTHEAST OF THE NORTHEAST RAIL, 20 FEET
 FD0715'WEST-NORTHWEST OF A 15-INCH BLACK WALNUT TREE, 2 FEET EAST OF A
 FD0715'FENCE CORNER, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST,
 FD0715'ABOUT 1-1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0715'POST.  A STANDARD DISK, STAMPED D 30 1934.
 FD0715
 FD0715                          STATION RECOVERY (1984)
 FD0715
 FD0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0715'SEARCHED FOR BUT NOT RECOVERED.  A NEW FENCE HAS BEEN PUT IN POSSIBLY
 FD0715'DISTURBING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2157 ***********************************************************************
 FE2157  DESIGNATION -  D 300
 FE2157  PID         -  FE2157
 FE2157  STATE/COUNTY-  TN/HARDEMAN
 FE2157  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2157
 FE2157                         *CURRENT SURVEY CONTROL
 FE2157  ___________________________________________________________________
 FE2157* NAD 83(1986)-  35 02 59.     (N)    089 11 09.     (W)     SCALED    
 FE2157* NAVD 88     -       176.548  (meters)     579.22   (feet)  ADJUSTED  
 FE2157  ___________________________________________________________________
 FE2157  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE2157  DYNAMIC HT  -         176.381 (meters)     578.68  (feet)  COMP
 FE2157  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FE2157
 FE2157  VERT ORDER  -  FIRST     CLASS II
 FE2157
 FE2157.The horizontal coordinates were scaled from a topographic map and have
 FE2157.an estimated accuracy of +/- 6 seconds.
 FE2157
 FE2157.The orthometric height was determined by differential leveling
 FE2157.and adjusted by the National Geodetic Survey in June 1991..
 FE2157
 FE2157.The geoid height was determined by GEOID03.
 FE2157
 FE2157.The dynamic height is computed by dividing the NAVD 88
 FE2157.geopotential number by the normal gravity value computed on the
 FE2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2157.degrees latitude (g = 980.6199 gals.).
 FE2157
 FE2157.The modeled gravity was interpolated from observed gravity values.
 FE2157
 FE2157;                    North         East    Units  Estimated Accuracy
 FE2157;SPC TN       -    84,220.      309,390.      MT  (+/- 180 meters Scaled)
 FE2157
 FE2157                          SUPERSEDED SURVEY CONTROL
 FE2157
 FE2157.No superseded survey control is available for this station.
 FE2157
 FE2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD006807(NAD 83)
 FE2157_MARKER: I = METAL ROD
 FE2157_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2157_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2157_STAMPING: D 300 1983
 FE2157_MARK LOGO: NGS   
 FE2157_PROJECTION: RECESSED 3 CENTIMETERS
 FE2157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2157+STABILITY: POSITION/ELEVATION WELL
 FE2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2157+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 FE2157_ROD/PIPE-DEPTH: 13.4 meters
 FE2157_SLEEVE-DEPTH  : 6.09 meters
 FE2157
 FE2157  HISTORY     - Date     Condition        Report By
 FE2157  HISTORY     - 1983     MONUMENTED       NGS
 FE2157  HISTORY     - 20020923 GOOD             USACE
 FE2157  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 FE2157
 FE2157                          STATION DESCRIPTION
 FE2157
 FE2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2157'IN GRAND JUNCTION.
 FE2157'IN GRAND JUNCTION, SET BETWEEN THE TWO SOUTH LEGS OF THE OLD WATER
 FE2157'TOWER, 59.13 METERS (194.0 FT) SOUTH OF THE CENTERLINE OF STATE
 FE2157'HIGHWAY 57, 35.36 METERS (116.0 FT) NORTHWEST OF THE NORTHWEST CORNER
 FE2157'OF THE POST OFFICE, 5.18 METERS (17.0 FT) SOUTH OF THE STANDPIPE,
 FE2157'3.90 METERS (12.8 FT) EAST OF THE EAST CORNER OF THE CONCRETE
 FE2157'FOUNDATION OF THE SOUTHWEST LEG, AND 2.68 METERS (8.8 FT) WEST OF THE
 FE2157'WEST CORNER OF THE FOUNDATION OF THE SOUTHEAST LEG.
 FE2157'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 FE2157'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2157
 FE2157                          STATION RECOVERY (2002)
 FE2157
 FE2157'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2157'RECOVERED IN GOOD CONDITION.
 FE2157
 FE2157                          STATION RECOVERY (2004)
 FE2157
 FE2157'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2157'COULD NOT GET INTO FENCED AND LOCKED AREA AROUND BASE OF WATER TOWER.
 FE2157' 
 FE2157'USING BINOCULARS I WAS UNABLE TO SEE IF MARK IS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1354 ***********************************************************************
 FD1354  DESIGNATION -  D 301
 FD1354  PID         -  FD1354
 FD1354  STATE/COUNTY-  TN/LAWRENCE
 FD1354  USGS QUAD   -  ST JOSEPH (1976)
 FD1354
 FD1354                         *CURRENT SURVEY CONTROL
 FD1354  ___________________________________________________________________
 FD1354* NAD 83(1986)-  35 01 56.     (N)    087 32 47.     (W)     SCALED    
 FD1354* NAVD 88     -       200.494  (meters)     657.79   (feet)  ADJUSTED  
 FD1354  ___________________________________________________________________
 FD1354  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1354  DYNAMIC HT  -         200.305 (meters)     657.17  (feet)  COMP
 FD1354  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FD1354
 FD1354  VERT ORDER  -  FIRST     CLASS II
 FD1354
 FD1354.The horizontal coordinates were scaled from a topographic map and have
 FD1354.an estimated accuracy of +/- 6 seconds.
 FD1354
 FD1354.The orthometric height was determined by differential leveling
 FD1354.and adjusted by the National Geodetic Survey in June 1991..
 FD1354
 FD1354.The geoid height was determined by GEOID03.
 FD1354
 FD1354.The dynamic height is computed by dividing the NAVD 88
 FD1354.geopotential number by the normal gravity value computed on the
 FD1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1354.degrees latitude (g = 980.6199 gals.).
 FD1354
 FD1354.The modeled gravity was interpolated from observed gravity values.
 FD1354
 FD1354;                    North         East    Units  Estimated Accuracy
 FD1354;SPC TN       -    78,660.      458,890.      MT  (+/- 180 meters Scaled)
 FD1354
 FD1354                          SUPERSEDED SURVEY CONTROL
 FD1354
 FD1354.No superseded survey control is available for this station.
 FD1354
 FD1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD501767(NAD 83)
 FD1354_MARKER: DB = BENCH MARK DISK
 FD1354_SETTING: 66 = SET IN ROCK OUTCROP
 FD1354_SP_SET: ROCK OUTCROP
 FD1354_STAMPING: D 301 1983
 FD1354_MARK LOGO: NGS   
 FD1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1354+STABILITY: POSITION/ELEVATION WELL
 FD1354
 FD1354  HISTORY     - Date     Condition        Report By
 FD1354  HISTORY     - 1983     MONUMENTED       NGS
 FD1354
 FD1354                          STATION DESCRIPTION
 FD1354
 FD1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1354'3.7 KM (2.3 MI) EAST FROM IRON CITY.
 FD1354'0.2 KM (0.15 MI) NORTH ALONG SOUTH WALNUT STREET FROM THE POST OFFICE
 FD1354'IN IRON CITY TO A FORK IN THE ROAD, THENCE 0.1 KM (0.05 MI) NORTHEAST
 FD1354'AT THE FORK TO THE JUNCTION OF IRON CITY ROAD, THENCE 3.4 KM (2.1 MI)
 FD1354'EAST ALONG IRON CITY ROAD TO THE MARK ON THE RIGHT, A DISK SET IN
 FD1354'BEDROCK, ALSO, 0.1 KM (0.05 MI) WEST ALONG WALNUT STREET FROM THE POST
 FD1354'OFFICE IN ST. JOSEPH TO THE JUNCTION OF MAIN STREET, THENCE 0.2 KM
 FD1354'(0.1 MI) NORTH ALONG MAIN STREET TO THE JUNCTION OF IRON CITY ROAD,
 FD1354'THENCE 4.3 KM (2.65 MI) WEST ALONG IRON CITY ROAD TO THE MARK ON THE
 FD1354'LEFT, 10.18 METERS (33.4 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 FD1354'20.97 METERS (68.8 FT) NORTH-NORTHWEST CORNER OF A ONE LEVEL WOODEN
 FD1354'HOUSE, 17.93 METERS (55.9 FT) WEST OF THE APPROXIMATE CENTER OF A
 FD1354'WOODEN BRIDGE OVER THE PINHOOK BRANCH CREEK.  NOTE, SET ON THE
 FD1354'NORTHWEST BANK OF A SMALL STREAM (PINHOOK BRANCH).
 FD1354'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 FD1354'THE MARK IS 0.61 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1387 ***********************************************************************
 FD1387  DESIGNATION -  D 302
 FD1387  PID         -  FD1387
 FD1387  STATE/COUNTY-  TN/MAURY
 FD1387  USGS QUAD   -  GODWIN (1988)
 FD1387
 FD1387                         *CURRENT SURVEY CONTROL
 FD1387  ___________________________________________________________________
 FD1387* NAD 83(1986)-  35 40 14.     (N)    087 00 16.     (W)     SCALED    
 FD1387* NAVD 88     -       186.499  (meters)     611.87   (feet)  ADJUSTED  
 FD1387  ___________________________________________________________________
 FD1387  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FD1387  DYNAMIC HT  -         186.334 (meters)     611.33  (feet)  COMP
 FD1387  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FD1387
 FD1387  VERT ORDER  -  FIRST     CLASS II
 FD1387
 FD1387.The horizontal coordinates were scaled from a topographic map and have
 FD1387.an estimated accuracy of +/- 6 seconds.
 FD1387
 FD1387.The orthometric height was determined by differential leveling
 FD1387.and adjusted by the National Geodetic Survey in June 1991..
 FD1387
 FD1387.The geoid height was determined by GEOID03.
 FD1387
 FD1387.The dynamic height is computed by dividing the NAVD 88
 FD1387.geopotential number by the normal gravity value computed on the
 FD1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1387.degrees latitude (g = 980.6199 gals.).
 FD1387
 FD1387.The modeled gravity was interpolated from observed gravity values.
 FD1387
 FD1387;                    North         East    Units  Estimated Accuracy
 FD1387;SPC TN       -   148,830.      509,070.      MT  (+/- 180 meters Scaled)
 FD1387
 FD1387                          SUPERSEDED SURVEY CONTROL
 FD1387
 FD1387.No superseded survey control is available for this station.
 FD1387
 FD1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE995474(NAD 83)
 FD1387_MARKER: I = METAL ROD
 FD1387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1387_SP_SET: STAINLESS STEEL ROD
 FD1387_STAMPING: D 302 1984
 FD1387_MARK LOGO: NGS   
 FD1387_PROJECTION: FLUSH
 FD1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1387_ROD/PIPE-DEPTH: 9.75 meters
 FD1387
 FD1387  HISTORY     - Date     Condition        Report By
 FD1387  HISTORY     - 1984     MONUMENTED       NGS
 FD1387
 FD1387                          STATION DESCRIPTION
 FD1387
 FD1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1387'7.6 KM (4.7 MI) NORTH FROM COLUMBIA.
 FD1387'0.5 KM EAST ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN COLUMBIA,
 FD1387'THENCE 7.1 KM (4.4 MI) NORTH ALONG U.S. HIGHWAY 31 TO THE INTERSECTION
 FD1387'OF CARTERS CREEK PIKE AND THE MARK ON THE LEFT, 13.96 METERS (45.8 FT)
 FD1387'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 FD1387'12.25 METERS (40.2 FT) NORTH OF THE CENTERLINE OF CARTERS CREEK PIKE,
 FD1387'2.53 METERS (8.3 FT) WEST OF THE EAST GUY WIRE ANCHOR FOR A POWERLINE
 FD1387'POLE, AND 2.19 METERS (7.2 FT) EAST OF A POWERLINE POLE WITH 2 GUY
 FD1387'WIRES.
 FD1387'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FD1387'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1371 ***********************************************************************
 FD1371  DESIGNATION -  D 303
 FD1371  PID         -  FD1371
 FD1371  STATE/COUNTY-  TN/LAWRENCE
 FD1371  USGS QUAD   -  SUMMERTOWN (1976)
 FD1371
 FD1371                         *CURRENT SURVEY CONTROL
 FD1371  ___________________________________________________________________
 FD1371* NAD 83(1986)-  35 26 22.     (N)    087 17 25.     (W)     SCALED    
 FD1371* NAVD 88     -       313.036  (meters)    1027.02   (feet)  ADJUSTED  
 FD1371  ___________________________________________________________________
 FD1371  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1371  DYNAMIC HT  -         312.747 (meters)    1026.07  (feet)  COMP
 FD1371  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 FD1371
 FD1371  VERT ORDER  -  FIRST     CLASS II
 FD1371
 FD1371.The horizontal coordinates were scaled from a topographic map and have
 FD1371.an estimated accuracy of +/- 6 seconds.
 FD1371
 FD1371.The orthometric height was determined by differential leveling
 FD1371.and adjusted by the National Geodetic Survey in June 1991..
 FD1371
 FD1371.The geoid height was determined by GEOID03.
 FD1371
 FD1371.The dynamic height is computed by dividing the NAVD 88
 FD1371.geopotential number by the normal gravity value computed on the
 FD1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1371.degrees latitude (g = 980.6199 gals.).
 FD1371
 FD1371.The modeled gravity was interpolated from observed gravity values.
 FD1371
 FD1371;                    North         East    Units  Estimated Accuracy
 FD1371;SPC TN       -   123,500.      482,850.      MT  (+/- 180 meters Scaled)
 FD1371
 FD1371                          SUPERSEDED SURVEY CONTROL
 FD1371
 FD1371.No superseded survey control is available for this station.
 FD1371
 FD1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE736218(NAD 83)
 FD1371_MARKER: I = METAL ROD
 FD1371_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1371_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1371_STAMPING: D 303 1984
 FD1371_MARK LOGO: NGS   
 FD1371_PROJECTION: RECESSED 3 CENTIMETERS
 FD1371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1371+STABILITY: POSITION/ELEVATION WELL
 FD1371_ROD/PIPE-DEPTH: 7.47 meters
 FD1371_SLEEVE-DEPTH  : 6.09 meters
 FD1371
 FD1371  HISTORY     - Date     Condition        Report By
 FD1371  HISTORY     - 1984     MONUMENTED       NGS
 FD1371
 FD1371                          STATION DESCRIPTION
 FD1371
 FD1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1371'1.5 KM (0.95 MI) EAST FROM SUMMERTOWN.
 FD1371'1.5 KM (0.95 MI) EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE IN
 FD1371'SUMMERTOWN TO THE JUNCTION OF STATE HIGHWAY 20 NORTH, SET AT A
 FD1371'TRIANGLE IN THE ROAD BY A LARGE WAR MEMORIAL MONUMENT, 25.75 METERS
 FD1371'(84.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.88 METERS
 FD1371'(19.3 FT) NORTHEAST OF THE SOUTHWEST CURB OF THE TRIANGLE,
 FD1371'10.91 METERS (35.8 FT) SOUTHWEST OF THE CENTER OF THE TOP STEP OF TWO
 FD1371'STEPS LEADING TO THE MONUMENT ON THE NORTHEAST SIDE OF THE TRIANGLE,
 FD1371'9.14 METERS (30.0 FT) WEST OF A LONE LARGE TREE, AND 2.89 METERS
 FD1371'(9.5 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE BASE OF THE MONUMENT.
 FD1371'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1975 ***********************************************************************
 GC1975  DESIGNATION -  D 304
 GC1975  PID         -  GC1975
 GC1975  STATE/COUNTY-  TN/DAVIDSON
 GC1975  USGS QUAD   -  SCOTTSBORO (1983)
 GC1975
 GC1975                         *CURRENT SURVEY CONTROL
 GC1975  ___________________________________________________________________
 GC1975* NAD 83(1986)-  36 12 37.     (N)    086 53 04.     (W)     SCALED    
 GC1975* NAVD 88     -       145.077  (meters)     475.97   (feet)  ADJUSTED  
 GC1975  ___________________________________________________________________
 GC1975  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1975  DYNAMIC HT  -         144.952 (meters)     475.56  (feet)  COMP
 GC1975  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GC1975
 GC1975  VERT ORDER  -  FIRST     CLASS II
 GC1975
 GC1975.The horizontal coordinates were scaled from a topographic map and have
 GC1975.an estimated accuracy of +/- 6 seconds.
 GC1975
 GC1975.The orthometric height was determined by differential leveling
 GC1975.and adjusted by the National Geodetic Survey in June 1991..
 GC1975
 GC1975.The geoid height was determined by GEOID03.
 GC1975
 GC1975.The dynamic height is computed by dividing the NAVD 88
 GC1975.geopotential number by the normal gravity value computed on the
 GC1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1975.degrees latitude (g = 980.6199 gals.).
 GC1975
 GC1975.The modeled gravity was interpolated from observed gravity values.
 GC1975
 GC1975;                    North         East    Units  Estimated Accuracy
 GC1975;SPC TN       -   208,610.      520,470.      MT  (+/- 180 meters Scaled)
 GC1975
 GC1975                          SUPERSEDED SURVEY CONTROL
 GC1975
 GC1975.No superseded survey control is available for this station.
 GC1975
 GC1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF103072(NAD 83)
 GC1975_MARKER: DB = BENCH MARK DISK
 GC1975_SETTING: 66 = SET IN ROCK OUTCROP
 GC1975_SP_SET: ROCK OUTCROP
 GC1975_STAMPING: D 304 1984
 GC1975_MARK LOGO: NGS   
 GC1975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1975+STABILITY: POSITION/ELEVATION WELL
 GC1975
 GC1975  HISTORY     - Date     Condition        Report By
 GC1975  HISTORY     - 1984     MONUMENTED       NGS
 GC1975
 GC1975                          STATION DESCRIPTION
 GC1975
 GC1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1975'6.1 KM (3.8 MI) NW FROM NASHVILLE.
 GC1975'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 41 FROM THE
 GC1975'NORTHWEST END OF THE BRIDGE OVER CUMBERLAND RIVER IN NASHVILLE, THENCE
 GC1975'5.0 KM (3.1 MI) WEST ALONG STATE HIGHWAY 12 TO THE MARK ON THE LEFT, A
 GC1975'DISK SET IN BEDROCK, 20.97 METERS (68.8 FT) SOUTH OF THE CENTERLINE OF
 GC1975'THE HIGHWAY, 12.16 METERS (39.9 FT) NORTH OF A LONE PINE TREE, AND
 GC1975'8.66 METERS (28.4 FT) WEST-NORTHWEST OF THE LARGEST PINE TREE IN THE
 GC1975'IMMEDIATE AREA.
 GC1975'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 GC1975'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1999 ***********************************************************************
 GC1999  DESIGNATION -  D 305
 GC1999  PID         -  GC1999
 GC1999  STATE/COUNTY-  TN/CHEATHAM
 GC1999  USGS QUAD   -  HENRIETTA (1983)
 GC1999
 GC1999                         *CURRENT SURVEY CONTROL
 GC1999  ___________________________________________________________________
 GC1999* NAD 83(1986)-  36 24 04.     (N)    087 12 12.     (W)     SCALED    
 GC1999* NAVD 88     -       187.882  (meters)     616.41   (feet)  ADJUSTED  
 GC1999  ___________________________________________________________________
 GC1999  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC1999  DYNAMIC HT  -         187.724 (meters)     615.89  (feet)  COMP
 GC1999  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GC1999
 GC1999  VERT ORDER  -  FIRST     CLASS II
 GC1999
 GC1999.The horizontal coordinates were scaled from a topographic map and have
 GC1999.an estimated accuracy of +/- 6 seconds.
 GC1999
 GC1999.The orthometric height was determined by differential leveling
 GC1999.and adjusted by the National Geodetic Survey in June 1991..
 GC1999
 GC1999.The geoid height was determined by GEOID03.
 GC1999
 GC1999.The dynamic height is computed by dividing the NAVD 88
 GC1999.geopotential number by the normal gravity value computed on the
 GC1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1999.degrees latitude (g = 980.6199 gals.).
 GC1999
 GC1999.The modeled gravity was interpolated from observed gravity values.
 GC1999
 GC1999;                    North         East    Units  Estimated Accuracy
 GC1999;SPC TN       -   230,090.      492,060.      MT  (+/- 180 meters Scaled)
 GC1999
 GC1999                          SUPERSEDED SURVEY CONTROL
 GC1999
 GC1999.No superseded survey control is available for this station.
 GC1999
 GC1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF817284(NAD 83)
 GC1999_MARKER: DB = BENCH MARK DISK
 GC1999_SETTING: 66 = SET IN ROCK OUTCROP
 GC1999_SP_SET: ROCK OUTCROP
 GC1999_STAMPING: D 305 1984
 GC1999_MARK LOGO: NGS   
 GC1999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1999+STABILITY: POSITION/ELEVATION WELL
 GC1999
 GC1999  HISTORY     - Date     Condition        Report By
 GC1999  HISTORY     - 1984     MONUMENTED       NGS
 GC1999
 GC1999                          STATION DESCRIPTION
 GC1999
 GC1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1999'9.5 KM (5.9 MI) NW FROM CHEAP HILL.
 GC1999'9.5 KM (5.9 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC1999'IN CHEAP HILL TO THE MARK ON THE RIGHT, SET IN THE LOWEST LEVEL OF AND
 GC1999'ON THE SOUTHWEST SIDE OF A ROCK FORMATION IN A PASTURE OF ROCK
 GC1999'OUTCROP, 69.22 METERS (227.1 FT) EAST OF THE CENTERLINE OF THE
 GC1999'HIGHWAY, AND 1.19 METERS (3.9 FT) NORTH OF THE SOUTH EDGE OF A 5.0 BY
 GC1999'3.0 FOOT ROCK.
 GC1999'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 GC1999'THE MARK IS 0.15 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1205 ***********************************************************************
 FD1205  DESIGNATION -  D 31
 FD1205  PID         -  FD1205
 FD1205  STATE/COUNTY-  TN/PERRY
 FD1205  USGS QUAD   -  LINDEN (1968)
 FD1205
 FD1205                         *CURRENT SURVEY CONTROL
 FD1205  ___________________________________________________________________
 FD1205* NAD 83(1986)-  35 35 18.     (N)    087 48 50.     (W)     SCALED    
 FD1205* NAVD 88     -       240.266  (meters)     788.27   (feet)  ADJUSTED  
 FD1205  ___________________________________________________________________
 FD1205  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1205  DYNAMIC HT  -         240.048 (meters)     787.56  (feet)  COMP
 FD1205  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 FD1205
 FD1205  VERT ORDER  -  FIRST     CLASS II
 FD1205
 FD1205.The horizontal coordinates were scaled from a topographic map and have
 FD1205.an estimated accuracy of +/- 6 seconds.
 FD1205
 FD1205.The orthometric height was determined by differential leveling
 FD1205.and adjusted by the National Geodetic Survey in June 1991..
 FD1205
 FD1205.The geoid height was determined by GEOID03.
 FD1205
 FD1205.The dynamic height is computed by dividing the NAVD 88
 FD1205.geopotential number by the normal gravity value computed on the
 FD1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1205.degrees latitude (g = 980.6199 gals.).
 FD1205
 FD1205.The modeled gravity was interpolated from observed gravity values.
 FD1205
 FD1205;                    North         East    Units  Estimated Accuracy
 FD1205;SPC TN       -   140,760.      435,620.      MT  (+/- 180 meters Scaled)
 FD1205
 FD1205                          SUPERSEDED SURVEY CONTROL
 FD1205
 FD1205  NGVD 29 (??/??/92)  240.259  (m)          788.25   (f) ADJ UNCH    1 2
 FD1205
 FD1205.Superseded values are not recommended for survey control.
 FD1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1205.See file dsdata.txt to determine how the superseded data were derived.
 FD1205
 FD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE262385(NAD 83)
 FD1205_MARKER: DB = BENCH MARK DISK
 FD1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1205_STAMPING: D 31 1934
 FD1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1205+STABILITY: SURFACE MOTION
 FD1205
 FD1205  HISTORY     - Date     Condition        Report By
 FD1205  HISTORY     - 1934     MONUMENTED       CGS
 FD1205  HISTORY     - 1949     GOOD             NGS
 FD1205  HISTORY     - 1974     POOR             TVA
 FD1205
 FD1205                          STATION DESCRIPTION
 FD1205
 FD1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1205'3.2 MI SE FROM LINDEN.
 FD1205'ABOUT 3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1205'HOUSE AT LINDEN, ABOUT 0.1 MILE WEST OF THE TOP OF A LONG GRADE,
 FD1205'128 YARDS WEST-NORTHWEST OF THE Y JUNCTION OF A GRAVEL ROAD SOUTH
 FD1205'AND UPHILL, 43 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FD1205'35.5 FEET WEST-NORTHWEST OF THE WEST END POST OF A ROW OF GUARD
 FD1205'RAIL POSTS, 34 FEET SOUTHWEST OF A 4-INCH OAK TREE, 1 1/2 FEET
 FD1205'NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY
 FD1205'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1205
 FD1205                          STATION RECOVERY (1974)
 FD1205
 FD1205'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1205'ADD TO DESCRIPTION-- 18.3 FT S 55 W. TO POWER-P. 17.3 FT. N 45 E TO 4
 FD1205'IN. WHITE OAK 43.0 FT. S 85 W TO 10 IN. RED OAK POST AND SIGN SET AT
 FD1205'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1485 ***********************************************************************
 FC1485  DESIGNATION -  D 32
 FC1485  PID         -  FC1485
 FC1485  STATE/COUNTY-  TN/WARREN
 FC1485  USGS QUAD   -  MC MINNVILLE (1984)
 FC1485
 FC1485                         *CURRENT SURVEY CONTROL
 FC1485  ___________________________________________________________________
 FC1485* NAD 83(1986)-  35 42 30.     (N)    085 51 46.     (W)     SCALED    
 FC1485* NAVD 88     -       331.717  (meters)    1088.31   (feet)  ADJUSTED  
 FC1485  ___________________________________________________________________
 FC1485  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1485  DYNAMIC HT  -         331.409 (meters)    1087.30  (feet)  COMP
 FC1485  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 FC1485
 FC1485  VERT ORDER  -  SECOND    CLASS 0
 FC1485
 FC1485.The horizontal coordinates were scaled from a topographic map and have
 FC1485.an estimated accuracy of +/- 6 seconds.
 FC1485
 FC1485.The orthometric height was determined by differential leveling
 FC1485.and adjusted by the National Geodetic Survey in June 1991..
 FC1485
 FC1485.The geoid height was determined by GEOID03.
 FC1485
 FC1485.The dynamic height is computed by dividing the NAVD 88
 FC1485.geopotential number by the normal gravity value computed on the
 FC1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1485.degrees latitude (g = 980.6199 gals.).
 FC1485
 FC1485.The modeled gravity was interpolated from observed gravity values.
 FC1485
 FC1485;                    North         East    Units  Estimated Accuracy
 FC1485;SPC TN       -   152,560.      612,420.      MT  (+/- 180 meters Scaled)
 FC1485
 FC1485                          SUPERSEDED SURVEY CONTROL
 FC1485
 FC1485.No superseded survey control is available for this station.
 FC1485
 FC1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE028521(NAD 83)
 FC1485_MARKER: DB = BENCH MARK DISK
 FC1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1485_STAMPING: D 32 1934
 FC1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1485+STABILITY: SURFACE MOTION
 FC1485
 FC1485  HISTORY     - Date     Condition        Report By
 FC1485  HISTORY     - 1934     MONUMENTED       CGS
 FC1485  HISTORY     - 1935     GOOD             NGS
 FC1485
 FC1485                          STATION DESCRIPTION
 FC1485
 FC1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1485'5.7 MI W FROM MC MINNVILLE.
 FC1485'5.7 MILES WEST ALONG STATE HIGHWAY 1 FROM THE PUBLIC SQUARE AT
 FC1485'MC MINNVILLE, WARREN COUNTY, 34 FEET EAST OF THE H.L. MELTON
 FC1485'STORE IN 1935, 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FC1485'AND 1 FOOT WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED D 32
 FC1485'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0037 ***********************************************************************
 FD0037  DESIGNATION -  D 33
 FD0037  PID         -  FD0037
 FD0037  STATE/COUNTY-  TN/BEDFORD
 FD0037  USGS QUAD   -  WARTRACE (1980)
 FD0037
 FD0037                         *CURRENT SURVEY CONTROL
 FD0037  ___________________________________________________________________
 FD0037* NAD 83(1986)-  35 31 30.     (N)    086 20 02.     (W)     SCALED    
 FD0037* NAVD 88     -       250.210  (meters)     820.90   (feet)  ADJUSTED  
 FD0037  ___________________________________________________________________
 FD0037  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0037  DYNAMIC HT  -         249.979 (meters)     820.14  (feet)  COMP
 FD0037  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 FD0037
 FD0037  VERT ORDER  -  SECOND    CLASS 0
 FD0037
 FD0037.The horizontal coordinates were scaled from a topographic map and have
 FD0037.an estimated accuracy of +/- 6 seconds.
 FD0037
 FD0037.The orthometric height was determined by differential leveling
 FD0037.and adjusted by the National Geodetic Survey in June 1991..
 FD0037
 FD0037.The geoid height was determined by GEOID03.
 FD0037
 FD0037.The dynamic height is computed by dividing the NAVD 88
 FD0037.geopotential number by the normal gravity value computed on the
 FD0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0037.degrees latitude (g = 980.6199 gals.).
 FD0037
 FD0037.The modeled gravity was interpolated from observed gravity values.
 FD0037
 FD0037;                    North         East    Units  Estimated Accuracy
 FD0037;SPC TN       -   132,270.      569,720.      MT  (+/- 180 meters Scaled)
 FD0037
 FD0037                          SUPERSEDED SURVEY CONTROL
 FD0037
 FD0037  NGVD 29 (??/??/92)  250.209  (m)          820.89   (f) ADJ UNCH    2 0
 FD0037
 FD0037.Superseded values are not recommended for survey control.
 FD0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0037.See file dsdata.txt to determine how the superseded data were derived.
 FD0037
 FD0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE603314(NAD 83)
 FD0037_MARKER: DB = BENCH MARK DISK
 FD0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0037_STAMPING: D 33 1934
 FD0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0037+STABILITY: SURFACE MOTION
 FD0037
 FD0037  HISTORY     - Date     Condition        Report By
 FD0037  HISTORY     - 1934     MONUMENTED       CGS
 FD0037  HISTORY     - 1960     GOOD             NGS
 FD0037
 FD0037                          STATION DESCRIPTION
 FD0037
 FD0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0037'0.2 MI NE FROM WARTRACE.
 FD0037'FROM THE DEPOT IN WARTRACE, GO ABOUT 0.2 MILE NORTHEAST ON THE
 FD0037'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY TO A ROAD CROSSING.
 FD0037'THE BENCH MARK IS 80 FT. EAST OF THE NORTHEAST CORNER OF A
 FD0037'POTATOE BUILDING, 26 FT. EAST OF THE SOUTH RAIL AND THE CENTER
 FD0037'OF STATE HIGHWAY 64, 24 FT. SOUTHEAST OF A RAILROAD CROSSING
 FD0037'SIGN, 1.4 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FD0037'OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH
 FD0037'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0827 ***********************************************************************
 FD0827  DESIGNATION -  D 34
 FD0827  PID         -  FD0827
 FD0827  STATE/COUNTY-  TN/GILES
 FD0827  USGS QUAD   -  BODENHAM (1986)
 FD0827
 FD0827                         *CURRENT SURVEY CONTROL
 FD0827  ___________________________________________________________________
 FD0827* NAD 83(1986)-  35 13 50.     (N)    087 08 47.     (W)     SCALED    
 FD0827* NAVD 88     -       209.302  (meters)     686.68   (feet)  ADJUSTED  
 FD0827  ___________________________________________________________________
 FD0827  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0827  DYNAMIC HT  -         209.104 (meters)     686.04  (feet)  COMP
 FD0827  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 FD0827
 FD0827  VERT ORDER  -  SECOND    CLASS 0
 FD0827
 FD0827.The horizontal coordinates were scaled from a topographic map and have
 FD0827.an estimated accuracy of +/- 6 seconds.
 FD0827
 FD0827.The orthometric height was determined by differential leveling
 FD0827.and adjusted by the National Geodetic Survey in June 1991..
 FD0827
 FD0827.The geoid height was determined by GEOID03.
 FD0827
 FD0827.The dynamic height is computed by dividing the NAVD 88
 FD0827.geopotential number by the normal gravity value computed on the
 FD0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0827.degrees latitude (g = 980.6199 gals.).
 FD0827
 FD0827.The modeled gravity was interpolated from observed gravity values.
 FD0827
 FD0827;                    North         East    Units  Estimated Accuracy
 FD0827;SPC TN       -   100,160.      495,650.      MT  (+/- 180 meters Scaled)
 FD0827
 FD0827                          SUPERSEDED SURVEY CONTROL
 FD0827
 FD0827  NGVD 29 (??/??/92)  209.263  (m)          686.56   (f) ADJ UNCH    2 0
 FD0827
 FD0827.Superseded values are not recommended for survey control.
 FD0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0827.See file dsdata.txt to determine how the superseded data were derived.
 FD0827
 FD0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD866986(NAD 83)
 FD0827_MARKER: DB = BENCH MARK DISK
 FD0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0827_STAMPING: D 34 1934
 FD0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0827+STABILITY: SURFACE MOTION
 FD0827
 FD0827  HISTORY     - Date     Condition        Report By
 FD0827  HISTORY     - 1934     MONUMENTED       CGS
 FD0827  HISTORY     - 1953     GOOD             TVA
 FD0827
 FD0827                          STATION DESCRIPTION
 FD0827
 FD0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0827'0.5 MI E FROM BODENHAM.
 FD0827'ABOUT 1/2 MILE EAST ALONG U.S. HIGHWAY 64 FROM BODENHAM, GILES
 FD0827'COUNTY, 7.0 MILES WEST OF PULASKI, 112 FEET SOUTH OF THE HIGHWAY,
 FD0827'IN THE NORTHWEST CORNER OF THE YARD OF THE WHITE FARMHOUSE OWNED
 FD0827'IN 1934 BY WESLEY LONG, AT A T-ROAD INTERSECTION, AND AT A CURVE.
 FD0827'A STANDARD DISK, STAMPED D 34 1934 AND SET IN THE TOP OF A CONCRETE
 FD0827'POST.  NOTE-- A STEEL POST WITH CONTROL MARKER SIGN WAS SET 2
 FD0827'FEET SOUTH OF MONUMENT.  THERE IS A PAINTED WHITE CROSS ON
 FD0827'TELEPHONE POLE.  THIS MARK IS 5 FEET NORTHWEST OF A TELEPHONE POLE
 FD0827'AND 5 FEET SOUTH OF A FENCE CORNER.
 FD0827
 FD0827                          STATION RECOVERY (1953)
 FD0827
 FD0827'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0235 ***********************************************************************
 FE0235  DESIGNATION -  D 35
 FE0235  PID         -  FE0235
 FE0235  STATE/COUNTY-  TN/HARDIN
 FE0235  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0235
 FE0235                         *CURRENT SURVEY CONTROL
 FE0235  ___________________________________________________________________
 FE0235* NAD 83(1986)-  35 13 36.     (N)    088 17 41.     (W)     SCALED    
 FE0235* NAVD 88     -       124.231  (meters)     407.58   (feet)  ADJUSTED  
 FE0235  ___________________________________________________________________
 FE0235  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0235  DYNAMIC HT  -         124.119 (meters)     407.21  (feet)  COMP
 FE0235  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 FE0235
 FE0235  VERT ORDER  -  FIRST     CLASS II
 FE0235
 FE0235.The horizontal coordinates were scaled from a topographic map and have
 FE0235.an estimated accuracy of +/- 6 seconds.
 FE0235
 FE0235.The orthometric height was determined by differential leveling
 FE0235.and adjusted by the National Geodetic Survey in June 1991..
 FE0235
 FE0235.The geoid height was determined by GEOID03.
 FE0235
 FE0235.The dynamic height is computed by dividing the NAVD 88
 FE0235.geopotential number by the normal gravity value computed on the
 FE0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0235.degrees latitude (g = 980.6199 gals.).
 FE0235
 FE0235.The modeled gravity was interpolated from observed gravity values.
 FE0235
 FE0235;                    North         East    Units  Estimated Accuracy
 FE0235;SPC TN       -   101,570.      391,120.      MT  (+/- 180 meters Scaled)
 FE0235
 FE0235                          SUPERSEDED SURVEY CONTROL
 FE0235
 FE0235  NGVD 29 (??/??/??)  124.243  (m)          407.62   (f) ADJUSTED    1 2
 FE0235
 FE0235.Superseded values are not recommended for survey control.
 FE0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0235.See file dsdata.txt to determine how the superseded data were derived.
 FE0235
 FE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD821989(NAD 83)
 FE0235_MARKER: DB = BENCH MARK DISK
 FE0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0235_SP_SET: BRIDGE
 FE0235_STAMPING: D 35 1934 407.676
 FE0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0235
 FE0235  HISTORY     - Date     Condition        Report By
 FE0235  HISTORY     - 1934     MONUMENTED       CGS
 FE0235  HISTORY     - 1947     GOOD             CGS
 FE0235
 FE0235                          STATION DESCRIPTION
 FE0235
 FE0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0235'2.5 MI W FROM SAVANNAH.
 FE0235'2.5 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0235'SAVANNAH, ABOUT 0.35 MILE WEST OF THE JUNCTION OF STATE HIGHWAY
 FE0235'22, SET IN THE TOP OF THE CONCRETE BASE OF THE SOUTH CONCRETE
 FE0235'BRIDGE RAILING AT THE EAST END OF A 320-FOOT CONCRETE BRIDGE,
 FE0235'10 FEET SOUTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE
 FE0235'HIGHWAY AND 3 FEET WEST OF THE EAST END OF THE RAILING.
 FE0235'NOTE-- RECOVERED IN GOOD CONDITION IN AUGUST 1949.  NO STEEL
 FE0235'POST WAS SET AS TABLET IS IN CURB OF OVERFLOW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0337 ***********************************************************************
 FE0337  DESIGNATION -  D 36
 FE0337  PID         -  FE0337
 FE0337  STATE/COUNTY-  TN/HARDIN
 FE0337  USGS QUAD   -  OLIVEHILL (1972)
 FE0337
 FE0337                         *CURRENT SURVEY CONTROL
 FE0337  ___________________________________________________________________
 FE0337* NAD 83(1986)-  35 15 23.     (N)    088 04 23.     (W)     SCALED    
 FE0337* NAVD 88     -       147.934  (meters)     485.35   (feet)  ADJUSTED  
 FE0337  ___________________________________________________________________
 FE0337  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0337  DYNAMIC HT  -         147.798 (meters)     484.90  (feet)  COMP
 FE0337  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FE0337
 FE0337  VERT ORDER  -  SECOND    CLASS 0
 FE0337
 FE0337.The horizontal coordinates were scaled from a topographic map and have
 FE0337.an estimated accuracy of +/- 6 seconds.
 FE0337
 FE0337.The orthometric height was determined by differential leveling
 FE0337.and adjusted by the National Geodetic Survey in June 1991..
 FE0337
 FE0337.The geoid height was determined by GEOID03.
 FE0337
 FE0337.The dynamic height is computed by dividing the NAVD 88
 FE0337.geopotential number by the normal gravity value computed on the
 FE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0337.degrees latitude (g = 980.6199 gals.).
 FE0337
 FE0337.The modeled gravity was interpolated from observed gravity values.
 FE0337
 FE0337;                    North         East    Units  Estimated Accuracy
 FE0337;SPC TN       -   104,410.      411,360.      MT  (+/- 180 meters Scaled)
 FE0337
 FE0337                          SUPERSEDED SURVEY CONTROL
 FE0337
 FE0337  NGVD 29 (??/??/??)  147.943  (m)          485.38   (f) ADJUSTED    2 0
 FE0337
 FE0337.Superseded values are not recommended for survey control.
 FE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0337.See file dsdata.txt to determine how the superseded data were derived.
 FE0337
 FE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE023020(NAD 83)
 FE0337_MARKER: DB = BENCH MARK DISK
 FE0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0337_SP_SET: BRIDGE
 FE0337_STAMPING: D 36 1934
 FE0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0337
 FE0337  HISTORY     - Date     Condition        Report By
 FE0337  HISTORY     - 1934     MONUMENTED       CGS
 FE0337  HISTORY     - 1949     GOOD             CGS
 FE0337  HISTORY     - 1962     GOOD             TVA
 FE0337
 FE0337                          STATION DESCRIPTION
 FE0337
 FE0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0337'2.5 MI SW FROM OLIVE HILL.
 FE0337'2.5 MILES WEST ALONG U.S. HIGHWAY 64 FROM OLIVE HILL, HARDIN
 FE0337'COUNTY, AT A FOUR-SPAN CONCRETE BRIDGE OVER SMITHS FORK, AND IN
 FE0337'THE TOP OF THE NORTH END OF THE WEST RAIL FOUNDATION.  A
 FE0337'STANDARD DISK, STAMPED D 36 1934.
 FE0337
 FE0337                          STATION RECOVERY (1962)
 FE0337
 FE0337'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0338 ***********************************************************************
 FE0338  DESIGNATION -  D 36 RESET
 FE0338  PID         -  FE0338
 FE0338  STATE/COUNTY-  TN/HARDIN
 FE0338  USGS QUAD   -  OLIVEHILL (1972)
 FE0338
 FE0338                         *CURRENT SURVEY CONTROL
 FE0338  ___________________________________________________________________
 FE0338* NAD 83(1986)-  35 15 23.     (N)    088 04 23.     (W)     SCALED    
 FE0338* NAVD 88     -       148.15   (+/-2cm)     486.1    (feet)  VERTCON   
 FE0338  ___________________________________________________________________
 FE0338  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0338
 FE0338  VERT ORDER  -  THIRD (See Below)
 FE0338
 FE0338.The horizontal coordinates were scaled from a topographic map and have
 FE0338.an estimated accuracy of +/- 6 seconds.
 FE0338
 FE0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0338.The vertical order pertains to the NGVD 29 superseded value.
 FE0338
 FE0338.The geoid height was determined by GEOID03.
 FE0338
 FE0338;                    North         East    Units  Estimated Accuracy
 FE0338;SPC TN       -   104,410.      411,360.      MT  (+/- 180 meters Scaled)
 FE0338
 FE0338                          SUPERSEDED SURVEY CONTROL
 FE0338
 FE0338  NGVD 29 (??/??/??)  148.16   (m)          486.1    (f) RESET       3  
 FE0338
 FE0338.Superseded values are not recommended for survey control.
 FE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0338.See file dsdata.txt to determine how the superseded data were derived.
 FE0338
 FE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE023020(NAD 83)
 FE0338_MARKER: DD = SURVEY DISK
 FE0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0338_SP_SET: BRIDGE
 FE0338_STAMPING: D 36 1934 RESET 1966
 FE0338_MARK LOGO: CGS   
 FE0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0338
 FE0338  HISTORY     - Date     Condition        Report By
 FE0338  HISTORY     - 1966     MONUMENTED       TNHD
 FE0338
 FE0338                          STATION DESCRIPTION
 FE0338
 FE0338'DESCRIBED BY TN HIGHWAY DEPT 1966
 FE0338'2.5 MI SW FROM OLIVE HILL.
 FE0338'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 64 FROM
 FE0338'OLIVE HILL, IT IS A FOURSPAN CONCRETE BRIDGE AND IN THE TOP OF
 FE0338'THE NORTH END OF THE EAST RAIL FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1344 ***********************************************************************
 FC1344  DESIGNATION -  D 38
 FC1344  PID         -  FC1344
 FC1344  STATE/COUNTY-  TN/MARION
 FC1344  USGS QUAD   -  MONTEAGLE (1982)
 FC1344
 FC1344                         *CURRENT SURVEY CONTROL
 FC1344  ___________________________________________________________________
 FC1344* NAD 83(1986)-  35 11 40.     (N)    085 48 55.     (W)     SCALED    
 FC1344* NAVD 88     -       407.013  (meters)    1335.34   (feet)  ADJUSTED  
 FC1344  ___________________________________________________________________
 FC1344  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FC1344  DYNAMIC HT  -         406.600 (meters)    1333.99  (feet)  COMP
 FC1344  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 FC1344
 FC1344  VERT ORDER  -  SECOND    CLASS 0
 FC1344
 FC1344.The horizontal coordinates were scaled from a topographic map and have
 FC1344.an estimated accuracy of +/- 6 seconds.
 FC1344
 FC1344.The orthometric height was determined by differential leveling
 FC1344.and adjusted by the National Geodetic Survey in June 1991..
 FC1344
 FC1344.The geoid height was determined by GEOID03.
 FC1344
 FC1344.The dynamic height is computed by dividing the NAVD 88
 FC1344.geopotential number by the normal gravity value computed on the
 FC1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1344.degrees latitude (g = 980.6199 gals.).
 FC1344
 FC1344.The modeled gravity was interpolated from observed gravity values.
 FC1344
 FC1344;                    North         East    Units  Estimated Accuracy
 FC1344;SPC TN       -    95,560.      616,820.      MT  (+/- 180 meters Scaled)
 FC1344
 FC1344                          SUPERSEDED SURVEY CONTROL
 FC1344
 FC1344  NGVD 29 (??/??/92)  407.000  (m)         1335.30   (f) ADJ UNCH    2 0
 FC1344
 FC1344.Superseded values are not recommended for survey control.
 FC1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1344.See file dsdata.txt to determine how the superseded data were derived.
 FC1344
 FC1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD078952(NAD 83)
 FC1344_MARKER: DB = BENCH MARK DISK
 FC1344_SETTING: 66 = SET IN ROCK OUTCROP
 FC1344_SP_SET: BEDROCK
 FC1344_STAMPING: D 38 1934
 FC1344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1344+STABILITY: POSITION/ELEVATION WELL
 FC1344
 FC1344  HISTORY     - Date     Condition        Report By
 FC1344  HISTORY     - 1934     MONUMENTED       CGS
 FC1344  HISTORY     - 1962     GOOD             NGS
 FC1344
 FC1344                          STATION DESCRIPTION
 FC1344
 FC1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1344'3.9 MI SE FROM MONTEAGLE.
 FC1344'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1344'ON U.S. HIGHWAYS 41-64 FOR 3.9 MILES TO THE MARK SET IN THE FIRST
 FC1344'STRATA OF ROCK ABOVE A SMALL MOUNTAIN STREAM, 0.05 MILE SOUTHEAST
 FC1344'OF A ROADSIDE PARK, 100 FEET EAST OF THE CENTER OF THE NEW
 FC1344'HIGHWAY, 43 FEET EAST OF THE CENTER OF THE OLD HIGHWAY, 15.5 FEET
 FC1344'NORTH OF THE END OF A PIPE CULVERT UNDER THE OLD HIGHWAY, 10
 FC1344'FEET SOUTHWEST OF A LARGE, ROUND, BOULDER PROJECTING ABOUT 8 FEET,
 FC1344'AND 7 FEET NORTH OF A SMALL MOUNTAIN STREAM.  A STANDARD DISK
 FC1344'DRILLED IN BEDROCK AND ABOUT 35 FEET ABOVE THE LEVEL OF THE NEW
 FC1344'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1169 ***********************************************************************
 FC1169  DESIGNATION -  D 39
 FC1169  PID         -  FC1169
 FC1169  STATE/COUNTY-  TN/HAMILTON
 FC1169  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1169
 FC1169                         *CURRENT SURVEY CONTROL
 FC1169  ___________________________________________________________________
 FC1169* NAD 83(1986)-  35 03 57.     (N)    085 08 05.     (W)     SCALED    
 FC1169* NAVD 88     -       238.364  (meters)     782.03   (feet)  ADJUSTED  
 FC1169  ___________________________________________________________________
 FC1169  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC1169  DYNAMIC HT  -         238.126 (meters)     781.25  (feet)  COMP
 FC1169  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 FC1169
 FC1169  VERT ORDER  -  SECOND    CLASS 0
 FC1169
 FC1169.The horizontal coordinates were scaled from a topographic map and have
 FC1169.an estimated accuracy of +/- 6 seconds.
 FC1169
 FC1169.The orthometric height was determined by differential leveling
 FC1169.and adjusted by the National Geodetic Survey in June 1991..
 FC1169.WARNING-Repeat measurements at this control monument indicate possible
 FC1169.vertical movement.
 FC1169
 FC1169.The geoid height was determined by GEOID03.
 FC1169
 FC1169.The dynamic height is computed by dividing the NAVD 88
 FC1169.geopotential number by the normal gravity value computed on the
 FC1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1169.degrees latitude (g = 980.6199 gals.).
 FC1169
 FC1169.The modeled gravity was interpolated from observed gravity values.
 FC1169
 FC1169;                    North         East    Units  Estimated Accuracy
 FC1169;SPC TN       -    81,620.      678,930.      MT  (+/- 180 meters Scaled)
 FC1169
 FC1169                          SUPERSEDED SURVEY CONTROL
 FC1169
 FC1169  NGVD 29 (??/??/92)  238.383  (m)          782.09   (f) ADJ UNCH    2 0
 FC1169
 FC1169.Superseded values are not recommended for survey control.
 FC1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1169.See file dsdata.txt to determine how the superseded data were derived.
 FC1169
 FC1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD700819(NAD 83)
 FC1169_MARKER: DB = BENCH MARK DISK
 FC1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1169_STAMPING: D 39 1934
 FC1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1169+STABILITY: SURFACE MOTION
 FC1169
 FC1169  HISTORY     - Date     Condition        Report By
 FC1169  HISTORY     - 1934     MONUMENTED       CGS
 FC1169  HISTORY     - 1949     GOOD             NGS
 FC1169  HISTORY     - 1972     GOOD             TVA
 FC1169
 FC1169                          STATION DESCRIPTION
 FC1169
 FC1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1169'1.2 MI E FROM TYNER.
 FC1169'1-1/4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1169'TYNER, HAMILTON COUNTY, 3 RAILS EAST AND ACROSS THE TRACK FROM
 FC1169'MILEPOST 231, 8 RAILS EAST OF A ROAD CROSSING, 20 FEET SOUTH OF
 FC1169'THE TRACK, AND 2 FEET OUTSIDE A CEMETERY FENCE.  A STANDARD DISK,
 FC1169'STAMPED D 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1169
 FC1169                          STATION RECOVERY (1972)
 FC1169
 FC1169'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1141 ***********************************************************************
 FC1141  DESIGNATION -  D 40
 FC1141  PID         -  FC1141
 FC1141  STATE/COUNTY-  TN/HAMILTON
 FC1141  USGS QUAD   -  CHATTANOOGA (1976)
 FC1141
 FC1141                         *CURRENT SURVEY CONTROL
 FC1141  ___________________________________________________________________
 FC1141* NAD 83(1986)-  35 04 20.     (N)    085 19 09.     (W)     SCALED    
 FC1141* NAVD 88     -       241.996  (meters)     793.95   (feet)  ADJUSTED  
 FC1141  ___________________________________________________________________
 FC1141  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FC1141  DYNAMIC HT  -         241.754 (meters)     793.15  (feet)  COMP
 FC1141  MODELED GRAV-     979,632.5   (mgal)                       NAVD 88
 FC1141
 FC1141  VERT ORDER  -  SECOND    CLASS 0
 FC1141
 FC1141.The horizontal coordinates were scaled from a topographic map and have
 FC1141.an estimated accuracy of +/- 6 seconds.
 FC1141
 FC1141.The orthometric height was determined by differential leveling
 FC1141.and adjusted by the National Geodetic Survey in June 1991..
 FC1141
 FC1141.The geoid height was determined by GEOID03.
 FC1141
 FC1141.The dynamic height is computed by dividing the NAVD 88
 FC1141.geopotential number by the normal gravity value computed on the
 FC1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1141.degrees latitude (g = 980.6199 gals.).
 FC1141
 FC1141.The modeled gravity was interpolated from observed gravity values.
 FC1141
 FC1141;                    North         East    Units  Estimated Accuracy
 FC1141;SPC TN       -    82,200.      662,100.      MT  (+/- 180 meters Scaled)
 FC1141
 FC1141                          SUPERSEDED SURVEY CONTROL
 FC1141
 FC1141  NGVD 29 (??/??/92)  242.029  (m)          794.06   (f) ADJ UNCH    2 0
 FC1141
 FC1141.Superseded values are not recommended for survey control.
 FC1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1141.See file dsdata.txt to determine how the superseded data were derived.
 FC1141
 FC1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD532823(NAD 83)
 FC1141_MARKER: DB = BENCH MARK DISK
 FC1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1141_SP_SET: TUNNEL
 FC1141_STAMPING: D 40 1934
 FC1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1141
 FC1141  HISTORY     - Date     Condition        Report By
 FC1141  HISTORY     - 1934     MONUMENTED       CGS
 FC1141  HISTORY     - 1984     GOOD             USPSQD
 FC1141  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FC1141
 FC1141                          STATION DESCRIPTION
 FC1141
 FC1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1141'AT CHATTANOOGA.
 FC1141'AT THE NORTH EDGE OF CHATTANOOGA, HAMILTON COUNTY, ON CHEROKEE
 FC1141'BOULEVARD, AT THE SOUTH END OF THE TUNNEL THROUGH STRINGERS
 FC1141'RIDGE, IN THE FACE OF THE END OF THE SOUTHEAST WINGWALL, AND
 FC1141'16 INCHES ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED D 40 1934
 FC1141'AND SET VERTICALLY.
 FC1141
 FC1141                          STATION RECOVERY (1984)
 FC1141
 FC1141'RECOVERY NOTE BY US POWER SQUADRON 1984
 FC1141'RECOVERED IN GOOD CONDITION.
 FC1141
 FC1141                          STATION RECOVERY (1989)
 FC1141
 FC1141'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1017 ***********************************************************************
 FC1017  DESIGNATION -  D 43
 FC1017  PID         -  FC1017
 FC1017  STATE/COUNTY-  TN/VAN BUREN
 FC1017  USGS QUAD   -  BALD KNOB (1979)
 FC1017
 FC1017                         *CURRENT SURVEY CONTROL
 FC1017  ___________________________________________________________________
 FC1017* NAD 83(1986)-  35 48 31.     (N)    085 27 51.     (W)     SCALED    
 FC1017* NAVD 88     -       276.212  (meters)     906.21   (feet)  ADJUSTED  
 FC1017  ___________________________________________________________________
 FC1017  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FC1017  DYNAMIC HT  -         275.963 (meters)     905.39  (feet)  COMP
 FC1017  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FC1017
 FC1017  VERT ORDER  -  SECOND    CLASS 0
 FC1017
 FC1017.The horizontal coordinates were scaled from a topographic map and have
 FC1017.an estimated accuracy of +/- 6 seconds.
 FC1017
 FC1017.The orthometric height was determined by differential leveling
 FC1017.and adjusted by the National Geodetic Survey in June 1991..
 FC1017
 FC1017.The geoid height was determined by GEOID03.
 FC1017
 FC1017.The dynamic height is computed by dividing the NAVD 88
 FC1017.geopotential number by the normal gravity value computed on the
 FC1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1017.degrees latitude (g = 980.6199 gals.).
 FC1017
 FC1017.The modeled gravity was interpolated from observed gravity values.
 FC1017
 FC1017;                    North         East    Units  Estimated Accuracy
 FC1017;SPC TN       -   163,810.      648,430.      MT  (+/- 180 meters Scaled)
 FC1017
 FC1017                          SUPERSEDED SURVEY CONTROL
 FC1017
 FC1017  NGVD 29 (??/??/92)  276.269  (m)          906.39   (f) ADJ UNCH    2 0
 FC1017
 FC1017.Superseded values are not recommended for survey control.
 FC1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1017.See file dsdata.txt to determine how the superseded data were derived.
 FC1017
 FC1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE387638(NAD 83)
 FC1017_MARKER: DB = BENCH MARK DISK
 FC1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1017_STAMPING: D 43 1934
 FC1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1017+STABILITY: SURFACE MOTION
 FC1017
 FC1017  HISTORY     - Date     Condition        Report By
 FC1017  HISTORY     - 1934     MONUMENTED       CGS
 FC1017  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1017
 FC1017                          STATION DESCRIPTION
 FC1017
 FC1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1017'4.7 MI SE FROM DOYLE.
 FC1017'IN VAN BUREN COUNTY, 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY
 FC1017'111 FROM DOYLE, WHITE COUNTY, 0.2 MILE NORTHWEST OF THE POST
 FC1017'OFFICE AT CUMMINGSVILLE, AT THE TOP OF A HILL, 110 FEET SOUTH
 FC1017'OF AN OLD STORE BUILDING, AND 25 FEET SOUTHWEST OF THE CENTERLINE
 FC1017'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 43 1934 AND SET IN THE
 FC1017'TOP OF A CONCRETE POST.
 FC1017
 FC1017                          STATION RECOVERY (2002)
 FC1017
 FC1017'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1043 ***********************************************************************
 FC1043  DESIGNATION -  D 44
 FC1043  PID         -  FC1043
 FC1043  STATE/COUNTY-  TN/BLEDSOE
 FC1043  USGS QUAD   -  PIKEVILLE (1977)
 FC1043
 FC1043                         *CURRENT SURVEY CONTROL
 FC1043  ___________________________________________________________________
 FC1043* NAD 83(1986)-  35 34 41.     (N)    085 09 21.     (W)     SCALED    
 FC1043* NAVD 88     -       433.081  (meters)    1420.87   (feet)  ADJUSTED  
 FC1043  ___________________________________________________________________
 FC1043  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FC1043  DYNAMIC HT  -         432.662 (meters)    1419.49  (feet)  COMP
 FC1043  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FC1043
 FC1043  VERT ORDER  -  SECOND    CLASS 0
 FC1043
 FC1043.The horizontal coordinates were scaled from a topographic map and have
 FC1043.an estimated accuracy of +/- 6 seconds.
 FC1043
 FC1043.The orthometric height was determined by differential leveling
 FC1043.and adjusted by the National Geodetic Survey in June 1991..
 FC1043
 FC1043.The geoid height was determined by GEOID03.
 FC1043
 FC1043.The dynamic height is computed by dividing the NAVD 88
 FC1043.geopotential number by the normal gravity value computed on the
 FC1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1043.degrees latitude (g = 980.6199 gals.).
 FC1043
 FC1043.The modeled gravity was interpolated from observed gravity values.
 FC1043
 FC1043;                    North         East    Units  Estimated Accuracy
 FC1043;SPC TN       -   138,430.      676,510.      MT  (+/- 180 meters Scaled)
 FC1043
 FC1043                          SUPERSEDED SURVEY CONTROL
 FC1043
 FC1043  NGVD 29 (??/??/92)  433.134  (m)         1421.04   (f) ADJ UNCH    2 0
 FC1043
 FC1043.Superseded values are not recommended for survey control.
 FC1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1043.See file dsdata.txt to determine how the superseded data were derived.
 FC1043
 FC1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE671387(NAD 83)
 FC1043_MARKER: DB = BENCH MARK DISK
 FC1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1043_STAMPING: D 44 1934
 FC1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1043+STABILITY: SURFACE MOTION
 FC1043
 FC1043  HISTORY     - Date     Condition        Report By
 FC1043  HISTORY     - 1934     MONUMENTED       CGS
 FC1043
 FC1043                          STATION DESCRIPTION
 FC1043
 FC1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1043'4.4 MI E FROM PIKEVILLE.
 FC1043'4.4 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1043'COUNTY, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET
 FC1043'WEST OF A LINE OF GUARD POSTS, AND LEVEL WITH THE HIGHWAY.
 FC1043'A STANDARD DISK, STAMPED D 44 1934 AND SET IN THE TOP OF A
 FC1043'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1924 ***********************************************************************
 FB1924  DESIGNATION -  D 45
 FB1924  PID         -  FB1924
 FB1924  STATE/COUNTY-  TN/KNOX
 FB1924  USGS QUAD   -  KNOXVILLE (1978)
 FB1924
 FB1924                         *CURRENT SURVEY CONTROL
 FB1924  ___________________________________________________________________
 FB1924* NAD 83(1986)-  35 59 32.     (N)    083 56 42.     (W)     SCALED    
 FB1924* NAVD 88     -       296.752  (meters)     973.59   (feet)  ADJUSTED  
 FB1924  ___________________________________________________________________
 FB1924  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1924  DYNAMIC HT  -         296.477 (meters)     972.69  (feet)  COMP
 FB1924  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 FB1924
 FB1924  VERT ORDER  -  FIRST     CLASS I
 FB1924
 FB1924.The horizontal coordinates were scaled from a topographic map and have
 FB1924.an estimated accuracy of +/- 6 seconds.
 FB1924
 FB1924.The orthometric height was determined by differential leveling
 FB1924.and adjusted by the National Geodetic Survey in June 1991..
 FB1924
 FB1924.The geoid height was determined by GEOID03.
 FB1924
 FB1924.The dynamic height is computed by dividing the NAVD 88
 FB1924.geopotential number by the normal gravity value computed on the
 FB1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1924.degrees latitude (g = 980.6199 gals.).
 FB1924
 FB1924.The modeled gravity was interpolated from observed gravity values.
 FB1924
 FB1924;                    North         East    Units  Estimated Accuracy
 FB1924;SPC TN       -   186,000.      785,280.      MT  (+/- 180 meters Scaled)
 FB1924
 FB1924                          SUPERSEDED SURVEY CONTROL
 FB1924
 FB1924  NGVD 29 (??/??/92)  296.880  (m)          974.01   (f) ADJ UNCH    1 1
 FB1924
 FB1924.Superseded values are not recommended for survey control.
 FB1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1924.See file dsdata.txt to determine how the superseded data were derived.
 FB1924
 FB1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV345870(NAD 83)
 FB1924_MARKER: DB = BENCH MARK DISK
 FB1924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1924_SP_SET: ABUTMENT
 FB1924_STAMPING: D 45 1934
 FB1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1924
 FB1924  HISTORY     - Date     Condition        Report By
 FB1924  HISTORY     - 1934     MONUMENTED       CGS
 FB1924  HISTORY     - 1967     GOOD             NGS
 FB1924  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 FB1924
 FB1924                          STATION DESCRIPTION
 FB1924
 FB1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1924'AT KNOXVILLE.
 FB1924'AT KNOXVILLE, ABOUT 2.2 MILES NORTHWEST ALONG THE SOUTHERN
 FB1924'RAILWAY FROM THE STATION, THENCE 0.2 MILE NORTH ALONG A SPUR
 FB1924'TRACK OF THE SOUTHERN RAILWAY, NEAR THE JUNCTION OF CENTRAL
 FB1924'AVENUE AND GORAM STREET NE, SET ON THE TOP OF THE NORTHWEST END
 FB1924'OF THE NORTHEAST ABUTMENT OF THE OVERPASS OVER CENTRAL AVENUE,
 FB1924'5.6 FEET NORTHWEST OF THE NORTHWEST RAIL AND 1 1/2 FEET BELOW THE
 FB1924'LEVEL OF THE TRACK.
 FB1924
 FB1924                          STATION RECOVERY (1977)
 FB1924
 FB1924'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 FB1924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2283 ***********************************************************************
 GA2283  DESIGNATION -  D 46
 GA2283  PID         -  GA2283
 GA2283  STATE/COUNTY-  TN/CLAIBORNE
 GA2283  USGS QUAD   -  TAZEWELL (1971)
 GA2283
 GA2283                         *CURRENT SURVEY CONTROL
 GA2283  ___________________________________________________________________
 GA2283* NAD 83(1986)-  36 25 47.     (N)    083 35 41.     (W)     SCALED    
 GA2283* NAVD 88     -       418.559  (meters)    1373.22   (feet)  ADJUSTED  
 GA2283  ___________________________________________________________________
 GA2283  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2283  DYNAMIC HT  -         418.179 (meters)    1371.98  (feet)  COMP
 GA2283  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GA2283
 GA2283  VERT ORDER  -  SECOND    CLASS 0
 GA2283
 GA2283.The horizontal coordinates were scaled from a topographic map and have
 GA2283.an estimated accuracy of +/- 6 seconds.
 GA2283
 GA2283.The orthometric height was determined by differential leveling
 GA2283.and adjusted by the National Geodetic Survey in June 1991..
 GA2283
 GA2283.The geoid height was determined by GEOID03.
 GA2283
 GA2283.The dynamic height is computed by dividing the NAVD 88
 GA2283.geopotential number by the normal gravity value computed on the
 GA2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2283.degrees latitude (g = 980.6199 gals.).
 GA2283
 GA2283.The modeled gravity was interpolated from observed gravity values.
 GA2283
 GA2283;                    North         East    Units  Estimated Accuracy
 GA2283;SPC TN       -   235,250.      815,670.      MT  (+/- 180 meters Scaled)
 GA2283
 GA2283                          SUPERSEDED SURVEY CONTROL
 GA2283
 GA2283  NGVD 29 (??/??/92)  418.673  (m)         1373.60   (f) ADJ UNCH    2 0
 GA2283
 GA2283.Superseded values are not recommended for survey control.
 GA2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2283.See file dsdata.txt to determine how the superseded data were derived.
 GA2283
 GA2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA673347(NAD 83)
 GA2283_MARKER: DB = BENCH MARK DISK
 GA2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2283_STAMPING: D 46 1934
 GA2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2283+STABILITY: SURFACE MOTION
 GA2283
 GA2283  HISTORY     - Date     Condition        Report By
 GA2283  HISTORY     - 1934     MONUMENTED       CGS
 GA2283  HISTORY     - 1950     GOOD             NGS
 GA2283  HISTORY     - 1963     GOOD             NGS
 GA2283
 GA2283                          STATION DESCRIPTION
 GA2283
 GA2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2283'1.5 MI SE FROM TAZEWELL.
 GA2283'1.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2283'AT TAZEWELL, CLAIBORNE COUNTY, 600 FEET SOUTHWEST OF A LARGE
 GA2283'TWO-STORY FRAMEHOUSE, 400 FEET WEST OF A BARN, 200 FEET NORTHEAST
 GA2283'OF A ONE-STORY HOUSE WITH BRICK SIDING AND A TIN ROOF, 150 FEET
 GA2283'NORTH OF THE CENTER OF THE CROSSING OF A PRIVATE ROAD, 49 FEET
 GA2283'WEST OF THE CENTERLINE OF A COUNTY ROAD, 11.7 FEET WEST OF THE
 GA2283'WEST OUTSIDE RAIL, 16 FEET NORTH OF THE NORTHEAST CORNER OF A
 GA2283'GARDEN FENCE, 97.1 FEET SOUTHWEST OF A NAIL AND BOTTLE CAP IN A
 GA2283'FENCE POST, 85.9 FEET NORTHWEST OF A NAIL AND BOTTLE CAP IN A
 GA2283'TELEPHONE POLE, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A
 GA2283'STANDARD DISK, STAMPED D 46 1934 AND SET IN THE TOP OF A CONCRETE
 GA2283'POST.
 GA2283
 GA2283                          STATION RECOVERY (1963)
 GA2283
 GA2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1145 ***********************************************************************
 FB1145  DESIGNATION -  D 47
 FB1145  PID         -  FB1145
 FB1145  STATE/COUNTY-  TN/SEVIER
 FB1145  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1145
 FB1145                         *CURRENT SURVEY CONTROL
 FB1145  ___________________________________________________________________
 FB1145* NAD 83(1986)-  35 51 34.     (N)    083 29 59.     (W)     SCALED    
 FB1145* NAVD 88     -       286.922  (meters)     941.34   (feet)  ADJUSTED  
 FB1145  ___________________________________________________________________
 FB1145  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FB1145  DYNAMIC HT  -         286.651 (meters)     940.45  (feet)  COMP
 FB1145  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FB1145
 FB1145  VERT ORDER  -  SECOND    CLASS 0
 FB1145
 FB1145.The horizontal coordinates were scaled from a topographic map and have
 FB1145.an estimated accuracy of +/- 6 seconds.
 FB1145
 FB1145.The orthometric height was determined by differential leveling
 FB1145.and adjusted by the National Geodetic Survey in June 1991..
 FB1145
 FB1145.The geoid height was determined by GEOID03.
 FB1145
 FB1145.The dynamic height is computed by dividing the NAVD 88
 FB1145.geopotential number by the normal gravity value computed on the
 FB1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1145.degrees latitude (g = 980.6199 gals.).
 FB1145
 FB1145.The modeled gravity was interpolated from observed gravity values.
 FB1145
 FB1145;                    North         East    Units  Estimated Accuracy
 FB1145;SPC TN       -   172,210.      825,800.      MT  (+/- 180 meters Scaled)
 FB1145
 FB1145                          SUPERSEDED SURVEY CONTROL
 FB1145
 FB1145  NGVD 29 (??/??/92)  287.062  (m)          941.80   (f) ADJ UNCH    2 0
 FB1145
 FB1145.Superseded values are not recommended for survey control.
 FB1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1145.See file dsdata.txt to determine how the superseded data were derived.
 FB1145
 FB1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV742712(NAD 83)
 FB1145_MARKER: DB = BENCH MARK DISK
 FB1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1145_STAMPING: D 47 1934
 FB1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1145+STABILITY: SURFACE MOTION
 FB1145
 FB1145  HISTORY     - Date     Condition        Report By
 FB1145  HISTORY     - 1934     MONUMENTED       CGS
 FB1145  HISTORY     - 1936     GOOD             NGS
 FB1145
 FB1145                          STATION DESCRIPTION
 FB1145
 FB1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1145'4.9 MI E FROM SEVIERVILLE.
 FB1145'4.9 MILES EAST ALONG STATE HIGHWAY 35 FROM SEVIERVILLE, SEVIER
 FB1145'COUNTY, AT LITTLE PIGEON CORNERS, 45 FEET EAST OF THE CENTER
 FB1145'OF GREENBRIAR ROAD, OPPOSITE A SINCLAIR SERVICE STATION, AT THE
 FB1145'SOUTHWEST CORNER OF A HOUSE, AND 30 FEET NORTH, 49 FEET SOUTHEAST
 FB1145'OF CENTERLINE OF THE HIGHWAY, 47 FEET NORTHEAST OF CENTER OF
 FB1145'GREENBRIAR ROAD, AND 1 FEET NORTH OF NORTHWEST CORNER OF SMALL
 FB1145'FRAMEHOUSE.  A STANDARD DISK, STAMPED D 47 1934 AND SET IN THE
 FB1145'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1679 ***********************************************************************
 GB1679  DESIGNATION -  D 48
 GB1679  PID         -  GB1679
 GB1679  STATE/COUNTY-  TN/FENTRESS
 GB1679  USGS QUAD   -  CLARKRANGE (1974)
 GB1679
 GB1679                         *CURRENT SURVEY CONTROL
 GB1679  ___________________________________________________________________
 GB1679* NAD 83(1986)-  36 10 17.     (N)    085 01 17.     (W)     SCALED    
 GB1679* NAVD 88     -       540.655  (meters)    1773.80   (feet)  ADJUSTED  
 GB1679  ___________________________________________________________________
 GB1679  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GB1679  DYNAMIC HT  -         540.164 (meters)    1772.19  (feet)  COMP
 GB1679  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GB1679
 GB1679  VERT ORDER  -  SECOND    CLASS 0
 GB1679
 GB1679.The horizontal coordinates were scaled from a topographic map and have
 GB1679.an estimated accuracy of +/- 6 seconds.
 GB1679
 GB1679.The orthometric height was determined by differential leveling
 GB1679.and adjusted by the National Geodetic Survey in June 1991..
 GB1679
 GB1679.The geoid height was determined by GEOID03.
 GB1679
 GB1679.The dynamic height is computed by dividing the NAVD 88
 GB1679.geopotential number by the normal gravity value computed on the
 GB1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1679.degrees latitude (g = 980.6199 gals.).
 GB1679
 GB1679.The modeled gravity was interpolated from observed gravity values.
 GB1679
 GB1679;                    North         East    Units  Estimated Accuracy
 GB1679;SPC TN       -   204,370.      688,040.      MT  (+/- 180 meters Scaled)
 GB1679
 GB1679                          SUPERSEDED SURVEY CONTROL
 GB1679
 GB1679  NGVD 29 (??/??/92)  540.732  (m)         1774.05   (f) ADJ UNCH    2 0
 GB1679
 GB1679.Superseded values are not recommended for survey control.
 GB1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1679.See file dsdata.txt to determine how the superseded data were derived.
 GB1679
 GB1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF779047(NAD 83)
 GB1679_MARKER: DB = BENCH MARK DISK
 GB1679_SETTING: 66 = SET IN ROCK OUTCROP
 GB1679_SP_SET: ROCK LEDGE
 GB1679_STAMPING: D 48 1934
 GB1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1679+STABILITY: POSITION/ELEVATION WELL
 GB1679
 GB1679  HISTORY     - Date     Condition        Report By
 GB1679  HISTORY     - 1934     MONUMENTED       CGS
 GB1679
 GB1679                          STATION DESCRIPTION
 GB1679
 GB1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1679'1.1 MI S FROM CLARKRANGE.
 GB1679'1.1 MILES SOUTH ALONG STATE HIGHWAY 28 FROM CLARKRANGE, FENTRESS
 GB1679'COUNTY, 0.6 MILE NORTH OF THE BRIDGE OVER CLEAR CREEK, NEAR THE
 GB1679'SUMMIT OF A MOUNTAIN, 25 FEET WEST OF THE CENTERLINE OF THE
 GB1679'HIGHWAY, AND IN THE TOP OF A SANDSTONE LEDGE, ABOUT 1 FOOT HIGHER
 GB1679'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0988 ***********************************************************************
 GB0988  DESIGNATION -  D 49
 GB0988  PID         -  GB0988
 GB0988  STATE/COUNTY-  TN/MORGAN
 GB0988  USGS QUAD   -  RUGBY (1984)
 GB0988
 GB0988                         *CURRENT SURVEY CONTROL
 GB0988  ___________________________________________________________________
 GB0988* NAD 83(1986)-  36 16 09.     (N)    084 40 25.     (W)     SCALED    
 GB0988* NAVD 88     -       444.367  (meters)    1457.89   (feet)  ADJUSTED  
 GB0988  ___________________________________________________________________
 GB0988  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0988  DYNAMIC HT  -         443.980 (meters)    1456.62  (feet)  COMP
 GB0988  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 GB0988
 GB0988  VERT ORDER  -  SECOND    CLASS 0
 GB0988
 GB0988.The horizontal coordinates were scaled from a topographic map and have
 GB0988.an estimated accuracy of +/- 6 seconds.
 GB0988
 GB0988.The orthometric height was determined by differential leveling
 GB0988.and adjusted by the National Geodetic Survey in June 1991..
 GB0988
 GB0988.The geoid height was determined by GEOID03.
 GB0988
 GB0988.The dynamic height is computed by dividing the NAVD 88
 GB0988.geopotential number by the normal gravity value computed on the
 GB0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0988.degrees latitude (g = 980.6199 gals.).
 GB0988
 GB0988.The modeled gravity was interpolated from observed gravity values.
 GB0988
 GB0988;                    North         East    Units  Estimated Accuracy
 GB0988;SPC TN       -   215,590.      719,180.      MT  (+/- 180 meters Scaled)
 GB0988
 GB0988                          SUPERSEDED SURVEY CONTROL
 GB0988
 GB0988  NGVD 29 (??/??/92)  444.476  (m)         1458.25   (f) ADJ UNCH    2 0
 GB0988
 GB0988.Superseded values are not recommended for survey control.
 GB0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0988.See file dsdata.txt to determine how the superseded data were derived.
 GB0988
 GB0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF089163(NAD 83)
 GB0988_MARKER: DB = BENCH MARK DISK
 GB0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0988_STAMPING: D 49 1934
 GB0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0988+STABILITY: SURFACE MOTION
 GB0988
 GB0988  HISTORY     - Date     Condition        Report By
 GB0988  HISTORY     - 1934     MONUMENTED       CGS
 GB0988  HISTORY     - 1935     GOOD             NGS
 GB0988
 GB0988                          STATION DESCRIPTION
 GB0988
 GB0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0988'2.2 MI NW FROM SUNBRIGHT.
 GB0988'2.2 MILES NORTHWEST ALONG THE SUNBRIGHT-RUGBY HIGHWAY FROM
 GB0988'SUNBRIGHT, MORGAN COUNTY, 1.5 MILES WEST OF THE JUNCTION OF
 GB0988'U.S. HIGHWAY 27, ON THE FIRST BENCH OF A HILL, 18 FEET SOUTHEAST
 GB0988'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1-1/2 FEET HIGHER
 GB0988'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 49 1934 AND SET
 GB0988'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1409 ***********************************************************************
 GC1409  DESIGNATION -  D 4=PTS 2
 GC1409  PID         -  GC1409
 GC1409  STATE/COUNTY-  TN/CHEATHAM
 GC1409  USGS QUAD   -  CHEATHAM DAM (1983)
 GC1409
 GC1409                         *CURRENT SURVEY CONTROL
 GC1409  ___________________________________________________________________
 GC1409* NAD 83(1986)-  36 18 43.     (N)    087 08 28.     (W)     SCALED    
 GC1409* NAVD 88     -       120.300  (meters)     394.68   (feet)  ADJUSTED  
 GC1409  ___________________________________________________________________
 GC1409  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1409  DYNAMIC HT  -         120.200 (meters)     394.36  (feet)  COMP
 GC1409  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 GC1409
 GC1409  VERT ORDER  -  FIRST     CLASS II
 GC1409
 GC1409.The horizontal coordinates were scaled from a topographic map and have
 GC1409.an estimated accuracy of +/- 6 seconds.
 GC1409
 GC1409.The orthometric height was determined by differential leveling
 GC1409.and adjusted by the National Geodetic Survey in June 1991..
 GC1409
 GC1409.The geoid height was determined by GEOID03.
 GC1409
 GC1409.The dynamic height is computed by dividing the NAVD 88
 GC1409.geopotential number by the normal gravity value computed on the
 GC1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1409.degrees latitude (g = 980.6199 gals.).
 GC1409
 GC1409.The modeled gravity was interpolated from observed gravity values.
 GC1409
 GC1409;                    North         East    Units  Estimated Accuracy
 GC1409;SPC TN       -   220,130.      497,520.      MT  (+/- 180 meters Scaled)
 GC1409
 GC1409                          SUPERSEDED SURVEY CONTROL
 GC1409
 GC1409  NGVD 29 (??/??/92)  120.356  (m)          394.87   (f) ADJ UNCH    1 2
 GC1409
 GC1409.Superseded values are not recommended for survey control.
 GC1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1409.See file dsdata.txt to determine how the superseded data were derived.
 GC1409
 GC1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF873185(NAD 83)
 GC1409_MARKER: DB = BENCH MARK DISK
 GC1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1409_STAMPING: D 4 1921 PT STA NO 2 W 1925 TENN
 GC1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1409+STABILITY: SURFACE MOTION
 GC1409
 GC1409  HISTORY     - Date     Condition        Report By
 GC1409  HISTORY     - 1921     MONUMENTED       CGS
 GC1409  HISTORY     - 1949     GOOD             NGS
 GC1409  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1409
 GC1409                          STATION DESCRIPTION
 GC1409
 GC1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1409'4.8 MI NW FROM ASHLAND CITY.
 GC1409'4.75 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1409'THE STATION AT ASHLAND CITY, ABOUT 0.1 MILE WEST OF THE STATION
 GC1409'AT CHAPMANSBORO, 27 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 GC1409'TRESTLE NO. 33-93, 52 FEET EAST OF THE CENTER LINE OF A GRAVEL
 GC1409'ROAD, 32 FEET SOUTH OF THE SOUTH RAIL (MEASURED ALONG SLOPE),
 GC1409'39 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 22 FEET EAST OF THE
 GC1409'CENTER OF A DITCH, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 GC1409'POST, ABOUT 10 FEET BELOW THE TRACK AND SE IN THE TOP OF A
 GC1409'CONCRETE POST PROJECTING 4 INCHES.
 GC1409
 GC1409                          STATION RECOVERY (1984)
 GC1409
 GC1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1409'SEARCHED FOR BUT NOT RECOVERED.  RAILROAD REPAIR AND ASPHALT NOW
 GC1409'COVERS THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1876 ***********************************************************************
 GA1876  DESIGNATION -  D 5 RESET
 GA1876  PID         -  GA1876
 GA1876  STATE/COUNTY-  TN/HAMBLEN
 GA1876  USGS QUAD   -  MORRISTOWN (1979)
 GA1876
 GA1876                         *CURRENT SURVEY CONTROL
 GA1876  ___________________________________________________________________
 GA1876* NAD 83(1986)-  36 12 45.     (N)    083 17 33.     (W)     SCALED    
 GA1876* NAVD 88     -       390.43   (meters)    1280.9    (feet)  RESET     
 GA1876  ___________________________________________________________________
 GA1876  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1876
 GA1876  VERT ORDER  -  THIRD
 GA1876
 GA1876.The horizontal coordinates were scaled from a topographic map and have
 GA1876.an estimated accuracy of +/- 6 seconds.
 GA1876
 GA1876.The orthometric height was computed from unverified reset data.
 GA1876
 GA1876.The geoid height was determined by GEOID03.
 GA1876
 GA1876;                    North         East    Units  Estimated Accuracy
 GA1876;SPC TN       -   211,860.      843,420.      MT  (+/- 180 meters Scaled)
 GA1876
 GA1876                          SUPERSEDED SURVEY CONTROL
 GA1876
 GA1876.No superseded survey control is available for this station.
 GA1876
 GA1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA939099(NAD 83)
 GA1876_MARKER: DB = BENCH MARK DISK
 GA1876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1876_SP_SET: SIGNAL BASE
 GA1876_STAMPING: D 5 1931 RESET 1965
 GA1876_MARK LOGO: CGS   
 GA1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1876
 GA1876  HISTORY     - Date     Condition        Report By
 GA1876  HISTORY     - 1965     MONUMENTED       CGS
 GA1876  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1876
 GA1876                          STATION DESCRIPTION
 GA1876
 GA1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GA1876'AT MORRISTOWN.
 GA1876'THE MARK IS NEAR THE NORTHEAST CORNER OF THE MORRISTOWN CITY
 GA1876'PARKING LOT, 81 FEET EAST OF MILEPOST NO. 89, 72 FEET EAST OF A
 GA1876'BLOCK SIGNAL NORTH OF THE RAILROAD TRACKS, 55 FEET EAST OF THE
 GA1876'APPROXIMATE CENTER OF A LARGE, METAL, MANHOLE COVER, 18.5 FEET
 GA1876'NORTH OF THE NORTH RAIL OF THE MAIN LINE OF THE RAILROAD, 18
 GA1876'FEET WEST OF A TELEGRAPH POLE, 11 FEET EAST OF A RAILROAD
 GA1876'SWITCH, AND 5.5 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 GA1876'SPUR.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GA1876'SOUTHEAST CORNER OF THE CONCRETE BASE OF RAILROAD SEMAPHORE
 GA1876'NO. 212 11XA.
 GA1876
 GA1876                          STATION RECOVERY (1967)
 GA1876
 GA1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0571 ***********************************************************************
 GB0571  DESIGNATION -  D 50
 GB0571  PID         -  GB0571
 GB0571  STATE/COUNTY-  TN/CAMPBELL
 GB0571  USGS QUAD   -  JACKSBORO (1991)
 GB0571
 GB0571                         *CURRENT SURVEY CONTROL
 GB0571  ___________________________________________________________________
 GB0571* NAD 83(1986)-  36 16 14.     (N)    084 11 43.     (W)     SCALED    
 GB0571* NAVD 88     -       339.313  (meters)    1113.23   (feet)  ADJUSTED  
 GB0571  ___________________________________________________________________
 GB0571  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0571  DYNAMIC HT  -         339.010 (meters)    1112.24  (feet)  COMP
 GB0571  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 GB0571
 GB0571  VERT ORDER  -  SECOND    CLASS 0
 GB0571
 GB0571.The horizontal coordinates were scaled from a topographic map and have
 GB0571.an estimated accuracy of +/- 6 seconds.
 GB0571
 GB0571.The orthometric height was determined by differential leveling
 GB0571.and adjusted by the National Geodetic Survey in June 1991..
 GB0571
 GB0571.The geoid height was determined by GEOID03.
 GB0571
 GB0571.The dynamic height is computed by dividing the NAVD 88
 GB0571.geopotential number by the normal gravity value computed on the
 GB0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0571.degrees latitude (g = 980.6199 gals.).
 GB0571
 GB0571.The modeled gravity was interpolated from observed gravity values.
 GB0571
 GB0571;                    North         East    Units  Estimated Accuracy
 GB0571;SPC TN       -   216,430.      762,150.      MT  (+/- 180 meters Scaled)
 GB0571
 GB0571                          SUPERSEDED SURVEY CONTROL
 GB0571
 GB0571  NGVD 29 (??/??/92)  339.422  (m)         1113.59   (f) ADJ UNCH    2 0
 GB0571
 GB0571.Superseded values are not recommended for survey control.
 GB0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0571.See file dsdata.txt to determine how the superseded data were derived.
 GB0571
 GB0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF519176(NAD 83)
 GB0571_MARKER: DB = BENCH MARK DISK
 GB0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0571_STAMPING: D 50 1934
 GB0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0571+STABILITY: SURFACE MOTION
 GB0571
 GB0571  HISTORY     - Date     Condition        Report By
 GB0571  HISTORY     - 1934     MONUMENTED       CGS
 GB0571  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0571  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0571
 GB0571                          STATION DESCRIPTION
 GB0571
 GB0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0571'AT VASPER.
 GB0571'AT VASPER, CAMPBELL COUNTY, ON THE SOUTHERN RAILWAY, 7 RAILS
 GB0571'SOUTH OF THE STATION, 95 FEET SOUTH OF THE POST OFFICE, AND
 GB0571'33 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED D 50 1934
 GB0571'AND SET IN THE TOP OF A CONCRETE POST.
 GB0571
 GB0571                          STATION RECOVERY (1973)
 GB0571
 GB0571'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0602 ***********************************************************************
 GB0602  DESIGNATION -  D 51
 GB0602  PID         -  GB0602
 GB0602  STATE/COUNTY-  TN/CAMPBELL
 GB0602  USGS QUAD   -  LA FOLLETTE (1990)
 GB0602
 GB0602                         *CURRENT SURVEY CONTROL
 GB0602  ___________________________________________________________________
 GB0602* NAD 83(1986)-  36 27 46.     (N)    084 03 23.     (W)     SCALED    
 GB0602* NAVD 88     -       425.901  (meters)    1397.31   (feet)  ADJUSTED  
 GB0602  ___________________________________________________________________
 GB0602  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GB0602  DYNAMIC HT  -         425.522 (meters)    1396.07  (feet)  COMP
 GB0602  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 GB0602
 GB0602  VERT ORDER  -  SECOND    CLASS 0
 GB0602
 GB0602.The horizontal coordinates were scaled from a topographic map and have
 GB0602.an estimated accuracy of +/- 6 seconds.
 GB0602
 GB0602.The orthometric height was determined by differential leveling
 GB0602.and adjusted by the National Geodetic Survey in June 1991..
 GB0602
 GB0602.The geoid height was determined by GEOID03.
 GB0602
 GB0602.The dynamic height is computed by dividing the NAVD 88
 GB0602.geopotential number by the normal gravity value computed on the
 GB0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0602.degrees latitude (g = 980.6199 gals.).
 GB0602
 GB0602.The modeled gravity was interpolated from observed gravity values.
 GB0602
 GB0602;                    North         East    Units  Estimated Accuracy
 GB0602;SPC TN       -   238,000.      774,200.      MT  (+/- 180 meters Scaled)
 GB0602
 GB0602                          SUPERSEDED SURVEY CONTROL
 GB0602
 GB0602  NGVD 29 (??/??/92)  426.001  (m)         1397.64   (f) ADJ UNCH    2 0
 GB0602
 GB0602.Superseded values are not recommended for survey control.
 GB0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0602.See file dsdata.txt to determine how the superseded data were derived.
 GB0602
 GB0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF637393(NAD 83)
 GB0602_MARKER: DB = BENCH MARK DISK
 GB0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0602_STAMPING: D 51 1934
 GB0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0602+STABILITY: SURFACE MOTION
 GB0602
 GB0602  HISTORY     - Date     Condition        Report By
 GB0602  HISTORY     - 1934     MONUMENTED       CGS
 GB0602  HISTORY     - 1952     MARK NOT FOUND   TVA
 GB0602
 GB0602                          STATION DESCRIPTION
 GB0602
 GB0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0602'1.5 MI SW FROM COTULA.
 GB0602'1.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0602'FROM COTULA, CAMPBELL COUNTY, AT MILEAGE 216.5, 20 FEET NORTH OF
 GB0602'A FARM-ROAD CROSSING, 5 FEET NORTH OF A POLE.  A STANDARD DISK,
 GB0602'STAMPED D 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0602
 GB0602                          STATION RECOVERY (1952)
 GB0602
 GB0602'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 GB0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0681 ***********************************************************************
 GA0681  DESIGNATION -  D 52
 GA0681  PID         -  GA0681
 GA0681  STATE/COUNTY-  TN/UNICOI
 GA0681  USGS QUAD   -  FLAG POND (1939)
 GA0681
 GA0681                         *CURRENT SURVEY CONTROL
 GA0681  ___________________________________________________________________
 GA0681* NAD 83(1986)-  36 03 00.     (N)    082 31 58.     (W)     SCALED    
 GA0681* NAVD 88     -       604.935  (meters)    1984.69   (feet)  ADJUSTED  
 GA0681  ___________________________________________________________________
 GA0681  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA0681  DYNAMIC HT  -         604.325 (meters)    1982.69  (feet)  COMP
 GA0681  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 GA0681
 GA0681  VERT ORDER  -  SECOND    CLASS 0
 GA0681
 GA0681.The horizontal coordinates were scaled from a topographic map and have
 GA0681.an estimated accuracy of +/- 6 seconds.
 GA0681
 GA0681.The orthometric height was determined by differential leveling
 GA0681.and adjusted by the National Geodetic Survey in June 1991..
 GA0681
 GA0681.The geoid height was determined by GEOID03.
 GA0681
 GA0681.The dynamic height is computed by dividing the NAVD 88
 GA0681.geopotential number by the normal gravity value computed on the
 GA0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0681.degrees latitude (g = 980.6199 gals.).
 GA0681
 GA0681.The modeled gravity was interpolated from observed gravity values.
 GA0681
 GA0681;                    North         East    Units  Estimated Accuracy
 GA0681;SPC TN       -   196,000.      912,340.      MT  (+/- 180 meters Scaled)
 GA0681
 GA0681                          SUPERSEDED SURVEY CONTROL
 GA0681
 GA0681  NGVD 29 (??/??/92)  605.041  (m)         1985.04   (f) ADJ UNCH    2 0
 GA0681
 GA0681.Superseded values are not recommended for survey control.
 GA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0681.See file dsdata.txt to determine how the superseded data were derived.
 GA0681
 GA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV619905(NAD 83)
 GA0681_MARKER: DB = BENCH MARK DISK
 GA0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0681_STAMPING: D 52 1934
 GA0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0681+STABILITY: SURFACE MOTION
 GA0681
 GA0681  HISTORY     - Date     Condition        Report By
 GA0681  HISTORY     - 1934     MONUMENTED       CGS
 GA0681
 GA0681                          STATION DESCRIPTION
 GA0681
 GA0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0681'2 MI E FROM ROCKY FORK.
 GA0681'2.0 MILES EAST ALONG THE ERWIN-WHITEROCK HIGHWAY FROM ROCKY FORK,
 GA0681'UNICOI COUNTY, 2.8 MILES WEST OF THE JUNCTION WITH U.S. HIGHWAY
 GA0681'23, AT THE HOME OF W.J. WILLIS, 18 FEET NORTH OF THE CENTERLINE
 GA0681'OF THE HIGHWAY, AND 3 FEET EAST AND 8 FEET NORTH OF A FENCE CORNER.
 GA0681'A STANDARD DISK, STAMPED D 52 1934 AND SET IN THE TOP OF A CONCRETE
 GA0681'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1798 ***********************************************************************
 FB1798  DESIGNATION -  D 53
 FB1798  PID         -  FB1798
 FB1798  STATE/COUNTY-  TN/SEVIER
 FB1798  USGS QUAD   -  GATLINBURG (1979)
 FB1798
 FB1798                         *CURRENT SURVEY CONTROL
 FB1798  ___________________________________________________________________
 FB1798* NAD 83(1986)-  35 42 13.     (N)    083 31 28.     (W)     SCALED    
 FB1798* NAVD 88     -       412.142  (meters)    1352.17   (feet)  ADJUSTED  
 FB1798  ___________________________________________________________________
 FB1798  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FB1798  DYNAMIC HT  -         411.735 (meters)    1350.83  (feet)  COMP
 FB1798  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 FB1798
 FB1798  VERT ORDER  -  SECOND    CLASS 0
 FB1798
 FB1798.The horizontal coordinates were scaled from a topographic map and have
 FB1798.an estimated accuracy of +/- 6 seconds.
 FB1798
 FB1798.The orthometric height was determined by differential leveling
 FB1798.and adjusted by the National Geodetic Survey in June 1991..
 FB1798
 FB1798.The geoid height was determined by GEOID03.
 FB1798
 FB1798.The dynamic height is computed by dividing the NAVD 88
 FB1798.geopotential number by the normal gravity value computed on the
 FB1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1798.degrees latitude (g = 980.6199 gals.).
 FB1798
 FB1798.The modeled gravity was interpolated from observed gravity values.
 FB1798
 FB1798;                    North         East    Units  Estimated Accuracy
 FB1798;SPC TN       -   154,860.      824,000.      MT  (+/- 180 meters Scaled)
 FB1798
 FB1798                          SUPERSEDED SURVEY CONTROL
 FB1798
 FB1798  NGVD 29 (??/??/92)  412.240  (m)         1352.49   (f) ADJ UNCH    2 0
 FB1798
 FB1798.Superseded values are not recommended for survey control.
 FB1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1798.See file dsdata.txt to determine how the superseded data were derived.
 FB1798
 FB1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV716540(NAD 83)
 FB1798_MARKER: DB = BENCH MARK DISK
 FB1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1798_STAMPING: D 53 1934
 FB1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1798+STABILITY: SURFACE MOTION
 FB1798
 FB1798  HISTORY     - Date     Condition        Report By
 FB1798  HISTORY     - 1934     MONUMENTED       CGS
 FB1798  HISTORY     - 1940     GOOD             NGS
 FB1798
 FB1798                          STATION DESCRIPTION
 FB1798
 FB1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB1798'0.9 MI S FROM GATLINBURG.
 FB1798'0.9 MILE SOUTH ALONG STATE HIGHWAY 71 FROM GATLINBURG, 60 FEET
 FB1798'EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 45 FEET SOUTHEAST OF
 FB1798'POLE 1625, 8 FEET WEST OF A LARGE BOULDER, AND ABOUT 1 FOOT
 FB1798'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 53 1934 AND
 FB1798'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0166 ***********************************************************************
 FC0166  DESIGNATION -  D 54
 FC0166  PID         -  FC0166
 FC0166  STATE/COUNTY-  TN/MONROE
 FC0166  USGS QUAD   -  MADISONVILLE (1984)
 FC0166
 FC0166                         *CURRENT SURVEY CONTROL
 FC0166  ___________________________________________________________________
 FC0166* NAD 83(1986)-  35 34 10.     (N)    084 17 27.     (W)     SCALED    
 FC0166* NAVD 88     -       263.429  (meters)     864.27   (feet)  ADJUSTED  
 FC0166  ___________________________________________________________________
 FC0166  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0166  DYNAMIC HT  -         263.178 (meters)     863.44  (feet)  COMP
 FC0166  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 FC0166
 FC0166  VERT ORDER  -  SECOND    CLASS 0
 FC0166
 FC0166.The horizontal coordinates were scaled from a topographic map and have
 FC0166.an estimated accuracy of +/- 6 seconds.
 FC0166
 FC0166.The orthometric height was determined by differential leveling
 FC0166.and adjusted by the National Geodetic Survey in June 1991..
 FC0166
 FC0166.The geoid height was determined by GEOID03.
 FC0166
 FC0166.The dynamic height is computed by dividing the NAVD 88
 FC0166.geopotential number by the normal gravity value computed on the
 FC0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0166.degrees latitude (g = 980.6199 gals.).
 FC0166
 FC0166.The modeled gravity was interpolated from observed gravity values.
 FC0166
 FC0166;                    North         East    Units  Estimated Accuracy
 FC0166;SPC TN       -   138,500.      754,920.      MT  (+/- 180 meters Scaled)
 FC0166
 FC0166                          SUPERSEDED SURVEY CONTROL
 FC0166
 FC0166  NGVD 29 (??/??/92)  263.532  (m)          864.60   (f) ADJ UNCH    2 0
 FC0166
 FC0166.Superseded values are not recommended for survey control.
 FC0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0166.See file dsdata.txt to determine how the superseded data were derived.
 FC0166
 FC0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE455395(NAD 83)
 FC0166_MARKER: DB = BENCH MARK DISK
 FC0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0166_SP_SET: BRIDGE
 FC0166_STAMPING: D 54 1934
 FC0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0166
 FC0166  HISTORY     - Date     Condition        Report By
 FC0166  HISTORY     - 1934     MONUMENTED       CGS
 FC0166  HISTORY     - 1949     GOOD             NGS
 FC0166
 FC0166                          STATION DESCRIPTION
 FC0166
 FC0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0166'AT KINCAID.
 FC0166'AT KINCAID, MONROE COUNTY, 25-1/2 RAILS SOUTHWEST OF THE
 FC0166'LOUISVILLE AND NASHVILLE RAILROAD STATION SIGNBOARD, 23-1/2
 FC0166'RAILS SOUTHWEST OF A WATER TANK, AT BRIDGE 111, IN THE TOP OF THE
 FC0166'SOUTHWEST CONCRETE ABUTMENT, 3 FEET FROM THE NORTHWEST END, AND
 FC0166'6 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 FC0166'DISK, STAMPED D 54 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0768 ***********************************************************************
 GA0768  DESIGNATION -  D 55
 GA0768  PID         -  GA0768
 GA0768  STATE/COUNTY-  TN/HAWKINS
 GA0768  USGS QUAD   -  BUREM (1976)
 GA0768
 GA0768                         *CURRENT SURVEY CONTROL
 GA0768  ___________________________________________________________________
 GA0768* NAD 83(1986)-  36 26 52.     (N)    082 59 18.     (W)     SCALED    
 GA0768* NAVD 88     -       363.778  (meters)    1193.49   (feet)  ADJUSTED  
 GA0768  ___________________________________________________________________
 GA0768  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0768  DYNAMIC HT  -         363.447 (meters)    1192.41  (feet)  COMP
 GA0768  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 GA0768
 GA0768  VERT ORDER  -  SECOND    CLASS 0
 GA0768
 GA0768.The horizontal coordinates were scaled from a topographic map and have
 GA0768.an estimated accuracy of +/- 6 seconds.
 GA0768
 GA0768.The orthometric height was determined by differential leveling
 GA0768.and adjusted by the National Geodetic Survey in June 1991..
 GA0768
 GA0768.The geoid height was determined by GEOID03.
 GA0768
 GA0768.The dynamic height is computed by dividing the NAVD 88
 GA0768.geopotential number by the normal gravity value computed on the
 GA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0768.degrees latitude (g = 980.6199 gals.).
 GA0768
 GA0768.The modeled gravity was interpolated from observed gravity values.
 GA0768
 GA0768;                    North         East    Units  Estimated Accuracy
 GA0768;SPC TN       -   238,760.      869,960.      MT  (+/- 180 meters Scaled)
 GA0768
 GA0768                          SUPERSEDED SURVEY CONTROL
 GA0768
 GA0768  NGVD 29 (??/??/92)  363.923  (m)         1193.97   (f) ADJ UNCH    2 0
 GA0768
 GA0768.Superseded values are not recommended for survey control.
 GA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0768.See file dsdata.txt to determine how the superseded data were derived.
 GA0768
 GA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA218354(NAD 83)
 GA0768_MARKER: DB = BENCH MARK DISK
 GA0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0768_STAMPING: D 55 1934
 GA0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0768+STABILITY: SURFACE MOTION
 GA0768
 GA0768  HISTORY     - Date     Condition        Report By
 GA0768  HISTORY     - 1934     MONUMENTED       CGS
 GA0768  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA0768
 GA0768                          STATION DESCRIPTION
 GA0768
 GA0768'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 GA0768'3.8 MI NE FROM ROGERSVILLE.
 GA0768'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 70 FROM ROGERSVILLE,
 GA0768'HAWKINS COUNTY, 65 FEET NORTH OF THE SOUTH CANEY CREEK BRIDGE,
 GA0768'AND 90 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GA0768'DISK, STAMPED D 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 GA0768'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0735 ***********************************************************************
 GA0735  DESIGNATION -  D 56
 GA0735  PID         -  GA0735
 GA0735  STATE/COUNTY-  TN/GREENE
 GA0735  USGS QUAD   -  MOSHEIM (1971)
 GA0735
 GA0735                         *CURRENT SURVEY CONTROL
 GA0735  ___________________________________________________________________
 GA0735* NAD 83(1986)-  36 10 15.     (N)    082 55 59.     (W)     SCALED    
 GA0735* NAVD 88     -       370.353  (meters)    1215.07   (feet)  ADJUSTED  
 GA0735  ___________________________________________________________________
 GA0735  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0735  DYNAMIC HT  -         370.006 (meters)    1213.93  (feet)  COMP
 GA0735  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 GA0735
 GA0735  VERT ORDER  -  SECOND    CLASS 0
 GA0735
 GA0735.The horizontal coordinates were scaled from a topographic map and have
 GA0735.an estimated accuracy of +/- 6 seconds.
 GA0735
 GA0735.The orthometric height was determined by differential leveling
 GA0735.and adjusted by the National Geodetic Survey in June 1991..
 GA0735
 GA0735.The geoid height was determined by GEOID03.
 GA0735
 GA0735.The dynamic height is computed by dividing the NAVD 88
 GA0735.geopotential number by the normal gravity value computed on the
 GA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0735.degrees latitude (g = 980.6199 gals.).
 GA0735
 GA0735.The modeled gravity was interpolated from observed gravity values.
 GA0735
 GA0735;                    North         East    Units  Estimated Accuracy
 GA0735;SPC TN       -   208,190.      875,880.      MT  (+/- 180 meters Scaled)
 GA0735
 GA0735                          SUPERSEDED SURVEY CONTROL
 GA0735
 GA0735  NGVD 29 (??/??/92)  370.501  (m)         1215.55   (f) ADJ UNCH    2 0
 GA0735
 GA0735.Superseded values are not recommended for survey control.
 GA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0735.See file dsdata.txt to determine how the superseded data were derived.
 GA0735
 GA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA261046(NAD 83)
 GA0735_MARKER: DB = BENCH MARK DISK
 GA0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0735_STAMPING: D 56 1934
 GA0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0735+STABILITY: SURFACE MOTION
 GA0735
 GA0735  HISTORY     - Date     Condition        Report By
 GA0735  HISTORY     - 1934     MONUMENTED       CGS
 GA0735  HISTORY     - 1950     GOOD             TVA
 GA0735  HISTORY     - 1981     GOOD             LOCENG
 GA0735
 GA0735                          STATION DESCRIPTION
 GA0735
 GA0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0735'6.9 MI W FROM GREENEVILLE.
 GA0735'6.9 MILES W ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0735'GREENEVILLE, GREENE COUNTY, 80 FEET E OF THE STATION AT RADER,
 GA0735'AT MILEAGE 63.6, 100 FEET W OF A GRADE CROSSING, 25 FEET S OF
 GA0735'THE CENTERLINE OF THE MAIN TRACK, 8 FEET N OF A FENCE.  64.3 FEET
 GA0735'SOUTHEAST OF SOUTHEAST CORNER OF STATION, 28 FEET SOUTH OF THE
 GA0735'CENTERLINE OF TRACK, 125 FEET NORTHWEST OF THE CENTERLINE OF
 GA0735'MAIN TRACK AND ROAD.  69 FEET SOUTHWEST OF SOUTHEAST CORNER OF 1
 GA0735'STORY HOUSE 5.5 FEET SOUTHEAST TO NAIL AND BOTTLE CAP IN POWER
 GA0735'POLE, 7.8 FEET EAST OF WHISTLE SIGN POSTS.  A STANDARD DISK,
 GA0735'STAMPED D 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0735
 GA0735                          STATION RECOVERY (1950)
 GA0735
 GA0735'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0735'RECOVERED IN GOOD CONDITION.
 GA0735
 GA0735                          STATION RECOVERY (1981)
 GA0735
 GA0735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0573 ***********************************************************************
 GA0573  DESIGNATION -  D 57
 GA0573  PID         -  GA0573
 GA0573  STATE/COUNTY-  TN/WASHINGTON
 GA0573  USGS QUAD   -  JOHNSON CITY (1968)
 GA0573
 GA0573                         *CURRENT SURVEY CONTROL
 GA0573  ___________________________________________________________________
 GA0573* NAD 83(1986)-  36 18 56.     (N)    082 21 11.     (W)     SCALED    
 GA0573* NAVD 88     -       494.094  (meters)    1621.04   (feet)  ADJUSTED  
 GA0573  ___________________________________________________________________
 GA0573  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0573  DYNAMIC HT  -         493.626 (meters)    1619.50  (feet)  COMP
 GA0573  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 GA0573
 GA0573  VERT ORDER  -  SECOND    CLASS 0
 GA0573
 GA0573.The horizontal coordinates were scaled from a topographic map and have
 GA0573.an estimated accuracy of +/- 6 seconds.
 GA0573
 GA0573.The orthometric height was determined by differential leveling
 GA0573.and adjusted by the National Geodetic Survey in June 1991..
 GA0573
 GA0573.The geoid height was determined by GEOID03.
 GA0573
 GA0573.The dynamic height is computed by dividing the NAVD 88
 GA0573.geopotential number by the normal gravity value computed on the
 GA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0573.degrees latitude (g = 980.6199 gals.).
 GA0573
 GA0573.The modeled gravity was interpolated from observed gravity values.
 GA0573
 GA0573;                    North         East    Units  Estimated Accuracy
 GA0573;SPC TN       -   226,030.      927,430.      MT  (+/- 180 meters Scaled)
 GA0573
 GA0573                          SUPERSEDED SURVEY CONTROL
 GA0573
 GA0573  NGVD 29 (??/??/92)  494.238  (m)         1621.51   (f) ADJ UNCH    2 0
 GA0573
 GA0573.Superseded values are not recommended for survey control.
 GA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0573.See file dsdata.txt to determine how the superseded data were derived.
 GA0573
 GA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785197(NAD 83)
 GA0573_MARKER: DB = BENCH MARK DISK
 GA0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0573_STAMPING: 1821.512 D 57 1934
 GA0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0573+STABILITY: SURFACE MOTION
 GA0573
 GA0573  HISTORY     - Date     Condition        Report By
 GA0573  HISTORY     - 1934     MONUMENTED       CGS
 GA0573  HISTORY     - 1953     GOOD             NGS
 GA0573  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0573
 GA0573                          STATION DESCRIPTION
 GA0573
 GA0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA0573'AT JOHNSON CITY.
 GA0573'AT JOHNSON CITY, WASHINGTON COUNTY, IN THE TRIANGLE PARK EAST OF
 GA0573'THE SOUTHERN RAILWAY TRACK, 36 FEET EAST OF THE EAST RAIL, 35
 GA0573'FEET SOUTHWEST OF A FLAGPOLE, AND 5 FEET NORTH OF A SIDEWALK.  A
 GA0573'STANDARD DISK, STAMPED 1821.512 D 57 1934 AND SET IN THE TOP OF
 GA0573'A CONCRETE POST.
 GA0573
 GA0573                          STATION RECOVERY (2001)
 GA0573
 GA0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0577 ***********************************************************************
 GA0577  DESIGNATION -  D 58
 GA0577  PID         -  GA0577
 GA0577  STATE/COUNTY-  TN/CARTER
 GA0577  USGS QUAD   -  JOHNSON CITY (1968)
 GA0577
 GA0577                         *CURRENT SURVEY CONTROL
 GA0577  ___________________________________________________________________
 GA0577* NAD 83(1986)-  36 18 38.     (N)    082 18 11.     (W)     SCALED    
 GA0577* NAVD 88     -       503.831  (meters)    1652.99   (feet)  ADJUSTED  
 GA0577  ___________________________________________________________________
 GA0577  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0577  DYNAMIC HT  -         503.352 (meters)    1651.41  (feet)  COMP
 GA0577  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 GA0577
 GA0577  VERT ORDER  -  SECOND    CLASS 0
 GA0577
 GA0577.The horizontal coordinates were scaled from a topographic map and have
 GA0577.an estimated accuracy of +/- 6 seconds.
 GA0577
 GA0577.The orthometric height was determined by differential leveling
 GA0577.and adjusted by the National Geodetic Survey in June 1991..
 GA0577
 GA0577.The geoid height was determined by GEOID03.
 GA0577
 GA0577.The dynamic height is computed by dividing the NAVD 88
 GA0577.geopotential number by the normal gravity value computed on the
 GA0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0577.degrees latitude (g = 980.6199 gals.).
 GA0577
 GA0577.The modeled gravity was interpolated from observed gravity values.
 GA0577
 GA0577;                    North         East    Units  Estimated Accuracy
 GA0577;SPC TN       -   225,640.      931,930.      MT  (+/- 180 meters Scaled)
 GA0577
 GA0577                          SUPERSEDED SURVEY CONTROL
 GA0577
 GA0577  NGVD 29 (??/??/92)  503.964  (m)         1653.42   (f) ADJ UNCH    2 0
 GA0577
 GA0577.Superseded values are not recommended for survey control.
 GA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0577.See file dsdata.txt to determine how the superseded data were derived.
 GA0577
 GA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA830191(NAD 83)
 GA0577_MARKER: DB = BENCH MARK DISK
 GA0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0577_STAMPING: D 58 1934
 GA0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0577+STABILITY: SURFACE MOTION
 GA0577
 GA0577  HISTORY     - Date     Condition        Report By
 GA0577  HISTORY     - 1934     MONUMENTED       CGS
 GA0577  HISTORY     - 1935     GOOD             NGS
 GA0577
 GA0577                          STATION DESCRIPTION
 GA0577
 GA0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0577'3 MI E FROM JOHNSON CITY.
 GA0577'IN CARTER COUNTY, 3 MILES EAST ALONG THE EAST TENNESSEE AND
 GA0577'WESTERN NORTH CAROLINA RAILROAD FROM THE STATION AT JOHNSON CITY,
 GA0577'WASHINGTON COUNTY, 230 FEET EAST OF MILEPOST 3, 80 FEET WEST OF
 GA0577'A CROSSING, 18 FEET SOUTHWEST OF A ROAD, 15 FEET NORTH OF THE
 GA0577'CENTERLINE OF THE MAIN TRACK, AND 4 FEET HIGHER THAN THE TRACK.
 GA0577'A STANDARD DISK, STAMPED D 58 1934 AND SET IN THE TOP OF A CONCRETE
 GA0577'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0797 ***********************************************************************
 GD0797  DESIGNATION -  D 59
 GD0797  PID         -  GD0797
 GD0797  STATE/COUNTY-  TN/OBION
 GD0797  USGS QUAD   -  RIVES (1980)
 GD0797
 GD0797                         *CURRENT SURVEY CONTROL
 GD0797  ___________________________________________________________________
 GD0797* NAD 83(1986)-  36 16 17.     (N)    089 02 05.     (W)     SCALED    
 GD0797* NAVD 88     -        89.236  (meters)     292.77   (feet)  ADJUSTED  
 GD0797  ___________________________________________________________________
 GD0797  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0797  DYNAMIC HT  -          89.163 (meters)     292.53  (feet)  COMP
 GD0797  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 GD0797
 GD0797  VERT ORDER  -  SECOND    CLASS 0
 GD0797
 GD0797.The horizontal coordinates were scaled from a topographic map and have
 GD0797.an estimated accuracy of +/- 6 seconds.
 GD0797
 GD0797.The orthometric height was determined by differential leveling
 GD0797.and adjusted by the National Geodetic Survey in June 1991..
 GD0797
 GD0797.The geoid height was determined by GEOID03.
 GD0797
 GD0797.The dynamic height is computed by dividing the NAVD 88
 GD0797.geopotential number by the normal gravity value computed on the
 GD0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0797.degrees latitude (g = 980.6199 gals.).
 GD0797
 GD0797.The modeled gravity was interpolated from observed gravity values.
 GD0797
 GD0797;                    North         East    Units  Estimated Accuracy
 GD0797;SPC TN       -   219,260.      327,370.      MT  (+/- 180 meters Scaled)
 GD0797
 GD0797                          SUPERSEDED SURVEY CONTROL
 GD0797
 GD0797  NGVD 29 (??/??/??)   89.248  (m)          292.81   (f) ADJUSTED    2 0
 GD0797
 GD0797.Superseded values are not recommended for survey control.
 GD0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0797.See file dsdata.txt to determine how the superseded data were derived.
 GD0797
 GD0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF172159(NAD 83)
 GD0797_MARKER: DB = BENCH MARK DISK
 GD0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0797_STAMPING: D 59 1935
 GD0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0797+STABILITY: SURFACE MOTION
 GD0797
 GD0797  HISTORY     - Date     Condition        Report By
 GD0797  HISTORY     - 1935     MONUMENTED       CGS
 GD0797  HISTORY     - 1967     GOOD             CGS
 GD0797
 GD0797                          STATION DESCRIPTION
 GD0797
 GD0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0797'5 MI N FROM KENTON.
 GD0797'5.0 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0797'STATION AT KENTON, OBION COUNTY, 1.9 MILES SOUTH OF THE CROCKETT
 GD0797'STATION, 5 YARDS NORTH OF MILEPOST 436, AT THE NORTH END OF A
 GD0797'RAIL RACK, 24 YARDS SOUTH OF A LONG TRESTLE OVER A SWAMP, AND
 GD0797'4 YARDS WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 GD0797'STAMPED D 59 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0797
 GD0797                          STATION RECOVERY (1967)
 GD0797
 GD0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0554 ***********************************************************************
 GA0554  DESIGNATION -  D 59
 GA0554  PID         -  GA0554
 GA0554  STATE/COUNTY-  TN/WASHINGTON
 GA0554  USGS QUAD   -  JONESBOROUGH (1968)
 GA0554
 GA0554                         *CURRENT SURVEY CONTROL
 GA0554  ___________________________________________________________________
 GA0554* NAD 83(1986)-  36 17 23.     (N)    082 28 44.     (W)     SCALED    
 GA0554* NAVD 88     -       511.392  (meters)    1677.79   (feet)  ADJUSTED  
 GA0554  ___________________________________________________________________
 GA0554  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0554  DYNAMIC HT  -         510.903 (meters)    1676.19  (feet)  COMP
 GA0554  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 GA0554
 GA0554  VERT ORDER  -  SECOND    CLASS 0
 GA0554
 GA0554.The horizontal coordinates were scaled from a topographic map and have
 GA0554.an estimated accuracy of +/- 6 seconds.
 GA0554
 GA0554.The orthometric height was determined by differential leveling
 GA0554.and adjusted by the National Geodetic Survey in June 1991..
 GA0554
 GA0554.The geoid height was determined by GEOID03.
 GA0554
 GA0554.The dynamic height is computed by dividing the NAVD 88
 GA0554.geopotential number by the normal gravity value computed on the
 GA0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0554.degrees latitude (g = 980.6199 gals.).
 GA0554
 GA0554.The modeled gravity was interpolated from observed gravity values.
 GA0554
 GA0554;                    North         East    Units  Estimated Accuracy
 GA0554;SPC TN       -   222,750.      916,240.      MT  (+/- 180 meters Scaled)
 GA0554
 GA0554                          SUPERSEDED SURVEY CONTROL
 GA0554
 GA0554  NGVD 29 (??/??/92)  511.527  (m)         1678.23   (f) ADJ UNCH    2 0
 GA0554
 GA0554.Superseded values are not recommended for survey control.
 GA0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0554.See file dsdata.txt to determine how the superseded data were derived.
 GA0554
 GA0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA671170(NAD 83)
 GA0554_MARKER: DB = BENCH MARK DISK
 GA0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0554_STAMPING: D 59 1934
 GA0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0554+STABILITY: SURFACE MOTION
 GA0554
 GA0554  HISTORY     - Date     Condition        Report By
 GA0554  HISTORY     - 1934     MONUMENTED       CGS
 GA0554  HISTORY     - 1979     POOR             TVA
 GA0554  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0554
 GA0554                          STATION DESCRIPTION
 GA0554
 GA0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0554'AT JONESBORO.
 GA0554'AT JONESBORO, WASHINGTON COUNTY, 240 FEET WEST OF THE WEST SIDE
 GA0554'OF THE SOUTHERN RAILWAY STATION, 55 FEET EAST OF A CROSSING,
 GA0554'24 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 4 FEET
 GA0554'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED D 59 1934 AND SET
 GA0554'IN THE TOP OF A CONCRETE POST.
 GA0554
 GA0554                          STATION RECOVERY (1979)
 GA0554
 GA0554'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 GA0554'MARK RECOVERED IN POOR CONDITION.
 GA0554
 GA0554                          STATION RECOVERY (2001)
 GA0554
 GA0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0007 ***********************************************************************
 FD0007  DESIGNATION -  D 6
 FD0007  PID         -  FD0007
 FD0007  STATE/COUNTY-  TN/RUTHERFORD
 FD0007  USGS QUAD   -  FOSTERVILLE (1980)
 FD0007
 FD0007                         *CURRENT SURVEY CONTROL
 FD0007  ___________________________________________________________________
 FD0007* NAD 83(1986)-  35 42 44.     (N)    086 23 59.     (W)     SCALED    
 FD0007* NAVD 88     -       214.165  (meters)     702.64   (feet)  ADJUSTED  
 FD0007  ___________________________________________________________________
 FD0007  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FD0007  DYNAMIC HT  -         213.974 (meters)     702.01  (feet)  COMP
 FD0007  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 FD0007
 FD0007  VERT ORDER  -  FIRST     CLASS II
 FD0007
 FD0007.The horizontal coordinates were scaled from a topographic map and have
 FD0007.an estimated accuracy of +/- 6 seconds.
 FD0007
 FD0007.The orthometric height was determined by differential leveling
 FD0007.and adjusted by the National Geodetic Survey in June 1991..
 FD0007
 FD0007.The geoid height was determined by GEOID03.
 FD0007
 FD0007.The dynamic height is computed by dividing the NAVD 88
 FD0007.geopotential number by the normal gravity value computed on the
 FD0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0007.degrees latitude (g = 980.6199 gals.).
 FD0007
 FD0007.The modeled gravity was interpolated from observed gravity values.
 FD0007
 FD0007;                    North         East    Units  Estimated Accuracy
 FD0007;SPC TN       -   153,060.      563,830.      MT  (+/- 180 meters Scaled)
 FD0007
 FD0007                          SUPERSEDED SURVEY CONTROL
 FD0007
 FD0007  NGVD 29 (??/??/92)  214.171  (m)          702.66   (f) ADJ UNCH    1 2
 FD0007
 FD0007.Superseded values are not recommended for survey control.
 FD0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0007.See file dsdata.txt to determine how the superseded data were derived.
 FD0007
 FD0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE542521(NAD 83)
 FD0007_MARKER: DB = BENCH MARK DISK
 FD0007_SETTING: 66 = SET IN ROCK OUTCROP
 FD0007_SP_SET: ROCK LEDGE
 FD0007_STAMPING: 703.040 D 6 1930
 FD0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0007+STABILITY: POSITION/ELEVATION WELL
 FD0007
 FD0007  HISTORY     - Date     Condition        Report By
 FD0007  HISTORY     - 1930     MONUMENTED       CGS
 FD0007  HISTORY     - 1936     GOOD             NGS
 FD0007
 FD0007                          STATION DESCRIPTION
 FD0007
 FD0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FD0007'0.2 MI N FROM CHRISTIANA.
 FD0007'0.25 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0007'RAILWAY FROM THE STATION AT CHRISTIANA, RUTHERFORD COUNTY, IN
 FD0007'THE TOP OF A CIRCULAR ROCKY LEDGE, 1 FOOT FROM THE WEST EDGE,
 FD0007'17 FEET WEST OF THE WEST RAIL, 4.5 FEET LOWER THAN THE TRACK,
 FD0007'AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 703.040
 FD0007'D 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0739 ***********************************************************************
 GD0739  DESIGNATION -  D 60
 GD0739  PID         -  GD0739
 GD0739  STATE/COUNTY-  TN/LAKE
 GD0739  USGS QUAD   -  TIPTONVILLE (1981)
 GD0739
 GD0739                         *CURRENT SURVEY CONTROL
 GD0739  ___________________________________________________________________
 GD0739* NAD 83(1986)-  36 23 37.     (N)    089 27 39.     (W)     SCALED    
 GD0739* NAVD 88     -        91.694  (meters)     300.83   (feet)  ADJUSTED  
 GD0739  ___________________________________________________________________
 GD0739  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0739  DYNAMIC HT  -          91.621 (meters)     300.59  (feet)  COMP
 GD0739  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GD0739
 GD0739  VERT ORDER  -  SECOND    CLASS 0
 GD0739
 GD0739.The horizontal coordinates were scaled from a topographic map and have
 GD0739.an estimated accuracy of +/- 6 seconds.
 GD0739
 GD0739.The orthometric height was determined by differential leveling
 GD0739.and adjusted by the National Geodetic Survey in June 1991..
 GD0739
 GD0739.The geoid height was determined by GEOID03.
 GD0739
 GD0739.The dynamic height is computed by dividing the NAVD 88
 GD0739.geopotential number by the normal gravity value computed on the
 GD0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0739.degrees latitude (g = 980.6199 gals.).
 GD0739
 GD0739.The modeled gravity was interpolated from observed gravity values.
 GD0739
 GD0739;                    North         East    Units  Estimated Accuracy
 GD0739;SPC TN       -   234,080.      289,580.      MT  (+/- 180 meters Scaled)
 GD0739
 GD0739                          SUPERSEDED SURVEY CONTROL
 GD0739
 GD0739  NGVD 29 (??/??/??)   91.751  (m)          301.02   (f) ADJUSTED    2 0
 GD0739
 GD0739.Superseded values are not recommended for survey control.
 GD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0739.See file dsdata.txt to determine how the superseded data were derived.
 GD0739
 GD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF792304(NAD 83)
 GD0739_MARKER: DB = BENCH MARK DISK
 GD0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0739_STAMPING: D 60 1935
 GD0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0739+STABILITY: SURFACE MOTION
 GD0739
 GD0739  HISTORY     - Date     Condition        Report By
 GD0739  HISTORY     - 1935     MONUMENTED       CGS
 GD0739  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0739
 GD0739                          STATION DESCRIPTION
 GD0739
 GD0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0739'1.2 MI NE FROM TIPTONVILLE.
 GD0739'1.2 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0739'STATION AT TIPTONVILLE, LAKE COUNTY, 20 YARDS NORTHWEST OF THE
 GD0739'CENTERLINE OF THE TRACK, 7 YARDS SOUTH OF THE CENTERLINE OF A
 GD0739'GRAVEL CROSSROAD, AND 2 YARDS EAST OF A POLE.  A STANDARD DISK,
 GD0739'STAMPED D 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0739
 GD0739                          STATION RECOVERY (2002)
 GD0739
 GD0739'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0935 ***********************************************************************
 FE0935  DESIGNATION -  D 61
 FE0935  PID         -  FE0935
 FE0935  STATE/COUNTY-  TN/LAUDERDALE
 FE0935  USGS QUAD   -  GATES (1983)
 FE0935
 FE0935                         *CURRENT SURVEY CONTROL
 FE0935  ___________________________________________________________________
 FE0935* NAD 83(1986)-  35 50 17.     (N)    089 24 23.     (W)     SCALED    
 FE0935* NAVD 88     -        94.806  (meters)     311.04   (feet)  ADJUSTED  
 FE0935  ___________________________________________________________________
 FE0935  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE0935  DYNAMIC HT  -          94.725 (meters)     310.78  (feet)  COMP
 FE0935  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 FE0935
 FE0935  VERT ORDER  -  SECOND    CLASS 0
 FE0935
 FE0935.The horizontal coordinates were scaled from a topographic map and have
 FE0935.an estimated accuracy of +/- 6 seconds.
 FE0935
 FE0935.The orthometric height was determined by differential leveling
 FE0935.and adjusted by the National Geodetic Survey in June 1991..
 FE0935
 FE0935.The geoid height was determined by GEOID03.
 FE0935
 FE0935.The dynamic height is computed by dividing the NAVD 88
 FE0935.geopotential number by the normal gravity value computed on the
 FE0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0935.degrees latitude (g = 980.6199 gals.).
 FE0935
 FE0935.The modeled gravity was interpolated from observed gravity values.
 FE0935
 FE0935;                    North         East    Units  Estimated Accuracy
 FE0935;SPC TN       -   172,300.      292,320.      MT  (+/- 180 meters Scaled)
 FE0935
 FE0935                          SUPERSEDED SURVEY CONTROL
 FE0935
 FE0935  NGVD 29 (??/??/??)   94.795  (m)          311.01   (f) ADJUSTED    2 0
 FE0935
 FE0935.Superseded values are not recommended for survey control.
 FE0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0935.See file dsdata.txt to determine how the superseded data were derived.
 FE0935
 FE0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE826686(NAD 83)
 FE0935_MARKER: DB = BENCH MARK DISK
 FE0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0935_STAMPING: D 61 1935
 FE0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0935+STABILITY: SURFACE MOTION
 FE0935
 FE0935  HISTORY     - Date     Condition        Report By
 FE0935  HISTORY     - 1935     MONUMENTED       CGS
 FE0935  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE0935
 FE0935                          STATION DESCRIPTION
 FE0935
 FE0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0935'AT GATES.
 FE0935'ORIGINAL DESCRIPTION-- AT GATES, LAUDERDALE COUNTY, 2 RAILS
 FE0935'NORTH OF THE NORTH END OF THE ILLINOIS CENTRAL RAILROAD STATION,
 FE0935'AND 25 FEET WEST OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 FE0935'D 61 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 FE0935'EVIDENT THAT A FILL HAS BEEN MADE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1059 ***********************************************************************
 FE1059  DESIGNATION -  D 64
 FE1059  PID         -  FE1059
 FE1059  STATE/COUNTY-  TN/HARDEMAN
 FE1059  USGS QUAD   -  GRAND JUNCTION (1980)
 FE1059
 FE1059                         *CURRENT SURVEY CONTROL
 FE1059  ___________________________________________________________________
 FE1059* NAD 83(1986)-  35 03 33.     (N)    089 11 03.     (W)     SCALED    
 FE1059* NAVD 88     -       176.877  (meters)     580.30   (feet)  ADJUSTED  
 FE1059  ___________________________________________________________________
 FE1059  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE1059  DYNAMIC HT  -         176.709 (meters)     579.75  (feet)  COMP
 FE1059  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FE1059
 FE1059  VERT ORDER  -  SECOND    CLASS 0
 FE1059
 FE1059.The horizontal coordinates were scaled from a topographic map and have
 FE1059.an estimated accuracy of +/- 6 seconds.
 FE1059
 FE1059.The orthometric height was determined by differential leveling
 FE1059.and adjusted by the National Geodetic Survey in June 1991..
 FE1059
 FE1059.The geoid height was determined by GEOID03.
 FE1059
 FE1059.The dynamic height is computed by dividing the NAVD 88
 FE1059.geopotential number by the normal gravity value computed on the
 FE1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1059.degrees latitude (g = 980.6199 gals.).
 FE1059
 FE1059.The modeled gravity was interpolated from observed gravity values.
 FE1059
 FE1059;                    North         East    Units  Estimated Accuracy
 FE1059;SPC TN       -    85,260.      309,570.      MT  (+/- 180 meters Scaled)
 FE1059
 FE1059                          SUPERSEDED SURVEY CONTROL
 FE1059
 FE1059  NGVD 29 (??/??/??)  176.833  (m)          580.16   (f) ADJUSTED    2 0
 FE1059
 FE1059.Superseded values are not recommended for survey control.
 FE1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1059.See file dsdata.txt to determine how the superseded data were derived.
 FE1059
 FE1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD008817(NAD 83)
 FE1059_MARKER: DB = BENCH MARK DISK
 FE1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1059_STAMPING: D 64 1935
 FE1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1059+STABILITY: SURFACE MOTION
 FE1059
 FE1059  HISTORY     - Date     Condition        Report By
 FE1059  HISTORY     - 1935     MONUMENTED       CGS
 FE1059  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1059
 FE1059                          STATION DESCRIPTION
 FE1059
 FE1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1059'0.8 MI N FROM GRAND JUNCTION.
 FE1059'0.8 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1059'STATION AT GRAND JUNCTION, HARDEMAN COUNTY, 100 YARDS SOUTH OF A
 FE1059'WHITE HOUSE, AT A ROAD CROSSING, 3 RAILS NORTH OF THE ROAD, AND
 FE1059'30 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED D 64 1935
 FE1059'AND SET IN THE TOP OF A CONCRETE POST.
 FE1059
 FE1059                          STATION RECOVERY (2002)
 FE1059
 FE1059'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1059'SUSPECTED DESTROYED, AREA DITCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0777 ***********************************************************************
 FE0777  DESIGNATION -  D 65
 FE0777  PID         -  FE0777
 FE0777  STATE/COUNTY-  TN/MADISON
 FE0777  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0777
 FE0777                         *CURRENT SURVEY CONTROL
 FE0777  ___________________________________________________________________
 FE0777* NAD 83(1986)-  35 31 44.     (N)    088 50 18.     (W)     SCALED    
 FE0777* NAVD 88     -       147.351  (meters)     483.43   (feet)  ADJUSTED  
 FE0777  ___________________________________________________________________
 FE0777  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0777  DYNAMIC HT  -         147.217 (meters)     482.99  (feet)  COMP
 FE0777  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 FE0777
 FE0777  VERT ORDER  -  SECOND    CLASS 0
 FE0777
 FE0777.The horizontal coordinates were scaled from a topographic map and have
 FE0777.an estimated accuracy of +/- 6 seconds.
 FE0777
 FE0777.The orthometric height was determined by differential leveling
 FE0777.and adjusted by the National Geodetic Survey in June 1991..
 FE0777
 FE0777.The geoid height was determined by GEOID03.
 FE0777
 FE0777.The dynamic height is computed by dividing the NAVD 88
 FE0777.geopotential number by the normal gravity value computed on the
 FE0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0777.degrees latitude (g = 980.6199 gals.).
 FE0777
 FE0777.The modeled gravity was interpolated from observed gravity values.
 FE0777
 FE0777;                    North         East    Units  Estimated Accuracy
 FE0777;SPC TN       -   136,380.      342,620.      MT  (+/- 180 meters Scaled)
 FE0777
 FE0777                          SUPERSEDED SURVEY CONTROL
 FE0777
 FE0777  NGVD 29 (??/??/??)  147.374  (m)          483.51   (f) ADJUSTED    2 0
 FE0777
 FE0777.Superseded values are not recommended for survey control.
 FE0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0777.See file dsdata.txt to determine how the superseded data were derived.
 FE0777
 FE0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE333332(NAD 83)
 FE0777_MARKER: DB = BENCH MARK DISK
 FE0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0777_STAMPING: D 65 1935
 FE0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0777+STABILITY: SURFACE MOTION
 FE0777
 FE0777  HISTORY     - Date     Condition        Report By
 FE0777  HISTORY     - 1935     MONUMENTED       CGS
 FE0777  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0777
 FE0777                          STATION DESCRIPTION
 FE0777
 FE0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0777'1.2 MI S FROM MALESUS.
 FE0777'1-1/4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0777'STATION AT MALESUS, MADISON COUNTY, 1/4 MILE SOUTH OF MILEPOST
 FE0777'435, 100 FEET NORTH OF A WHITE HOUSE, 90 FEET SOUTH OF A FISH
 FE0777'POND, AT A ROAD CROSSING, 40 FEET NORTH OF THE ROAD, 40 FEET WEST
 FE0777'OF THE TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED
 FE0777'D 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0777
 FE0777                          STATION RECOVERY (2002)
 FE0777
 FE0777'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0777'SUSPECTED DESTROYED, TRACKS ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0699 ***********************************************************************
 FE0699  DESIGNATION -  D 66
 FE0699  PID         -  FE0699
 FE0699  STATE/COUNTY-  TN/GIBSON
 FE0699  USGS QUAD   -  SPRING CREEK (1983)
 FE0699
 FE0699                         *CURRENT SURVEY CONTROL
 FE0699  ___________________________________________________________________
 FE0699* NAD 83(1986)-  35 50 25.     (N)    088 44 58.     (W)     SCALED    
 FE0699* NAVD 88     -       150.660  (meters)     494.29   (feet)  ADJUSTED  
 FE0699  ___________________________________________________________________
 FE0699  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0699  DYNAMIC HT  -         150.529 (meters)     493.86  (feet)  COMP
 FE0699  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 FE0699
 FE0699  VERT ORDER  -  FIRST     CLASS II
 FE0699
 FE0699.The horizontal coordinates were scaled from a topographic map and have
 FE0699.an estimated accuracy of +/- 6 seconds.
 FE0699
 FE0699.The orthometric height was determined by differential leveling
 FE0699.and adjusted by the National Geodetic Survey in June 1991..
 FE0699
 FE0699.The geoid height was determined by GEOID03.
 FE0699
 FE0699.The dynamic height is computed by dividing the NAVD 88
 FE0699.geopotential number by the normal gravity value computed on the
 FE0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0699.degrees latitude (g = 980.6199 gals.).
 FE0699
 FE0699.The modeled gravity was interpolated from observed gravity values.
 FE0699
 FE0699;                    North         East    Units  Estimated Accuracy
 FE0699;SPC TN       -   170,680.      351,650.      MT  (+/- 180 meters Scaled)
 FE0699
 FE0699                          SUPERSEDED SURVEY CONTROL
 FE0699
 FE0699  NGVD 29 (??/??/??)  150.712  (m)          494.46   (f) ADJUSTED    1 2
 FE0699
 FE0699.Superseded values are not recommended for survey control.
 FE0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0699.See file dsdata.txt to determine how the superseded data were derived.
 FE0699
 FE0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE420676(NAD 83)
 FE0699_MARKER: DB = BENCH MARK DISK
 FE0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0699_STAMPING: D 66 1935
 FE0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0699+STABILITY: SURFACE MOTION
 FE0699
 FE0699  HISTORY     - Date     Condition        Report By
 FE0699  HISTORY     - 1935     MONUMENTED       CGS
 FE0699  HISTORY     - 1948     GOOD             CGS
 FE0699  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0699
 FE0699                          STATION DESCRIPTION
 FE0699
 FE0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0699'3.1 MI N FROM MEDINA.
 FE0699'ABOUT 3.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0699'STATION AT MEDINA, ABOUT 0.1 MILE NORTH OF MILE POST C 454,
 FE0699'AT THE TELEGRAPH OFFICE AT WEST SIDING, AND AT THE CROSSING OF AN
 FE0699'EAST-WEST BLACK TOP ROAD (LEADING EAST TO GOVERNMENT PROPERTY)
 FE0699'47 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 76 FEET
 FE0699'EAST-NORTHEAST AND ACROSS THE TRACK FROM THE NORTHEAST CORNER OF
 FE0699'THE TELEGRAPH OFFICE, 146 FEET NORTH OF THE CENTER LINE OF THE BLACK
 FE0699'TOP ROAD, 54 FEET NORTH OF A 50-INCH OAK TREE, 3.5 FEET WEST
 FE0699'OF THE EAST R/W FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 FE0699'WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A
 FE0699'CONCRETE POST PROJECTING 1 INCH.
 FE0699
 FE0699                          STATION RECOVERY (2002)
 FE0699
 FE0699'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0699'SUSPECTED DESTROYED, AREA HAS BEEN DITCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1170 ***********************************************************************
 FE1170  DESIGNATION -  D 67
 FE1170  PID         -  FE1170
 FE1170  STATE/COUNTY-  TN/TIPTON
 FE1170  USGS QUAD   -  MASON (1973)
 FE1170
 FE1170                         *CURRENT SURVEY CONTROL
 FE1170  ___________________________________________________________________
 FE1170* NAD 83(1986)-  35 23 41.     (N)    089 33 08.     (W)     SCALED    
 FE1170* NAVD 88     -        91.240  (meters)     299.34   (feet)  ADJUSTED  
 FE1170  ___________________________________________________________________
 FE1170  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1170  DYNAMIC HT  -          91.159 (meters)     299.08  (feet)  COMP
 FE1170  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 FE1170
 FE1170  VERT ORDER  -  SECOND    CLASS 0
 FE1170
 FE1170.The horizontal coordinates were scaled from a topographic map and have
 FE1170.an estimated accuracy of +/- 6 seconds.
 FE1170
 FE1170.The orthometric height was determined by differential leveling
 FE1170.and adjusted by the National Geodetic Survey in June 1991..
 FE1170
 FE1170.The geoid height was determined by GEOID03.
 FE1170
 FE1170.The dynamic height is computed by dividing the NAVD 88
 FE1170.geopotential number by the normal gravity value computed on the
 FE1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1170.degrees latitude (g = 980.6199 gals.).
 FE1170
 FE1170.The modeled gravity was interpolated from observed gravity values.
 FE1170
 FE1170;                    North         East    Units  Estimated Accuracy
 FE1170;SPC TN       -   123,620.      277,370.      MT  (+/- 180 meters Scaled)
 FE1170
 FE1170                          SUPERSEDED SURVEY CONTROL
 FE1170
 FE1170  NGVD 29 (??/??/??)   91.228  (m)          299.30   (f) ADJUSTED    2 0
 FE1170
 FE1170.Superseded values are not recommended for survey control.
 FE1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1170.See file dsdata.txt to determine how the superseded data were derived.
 FE1170
 FE1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE682198(NAD 83)
 FE1170_MARKER: DB = BENCH MARK DISK
 FE1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1170_STAMPING: D 67 1935
 FE1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1170+STABILITY: SURFACE MOTION
 FE1170
 FE1170  HISTORY     - Date     Condition        Report By
 FE1170  HISTORY     - 1935     MONUMENTED       CGS
 FE1170  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1170
 FE1170                          STATION DESCRIPTION
 FE1170
 FE1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1170'1.6 MI S FROM MASON.
 FE1170'1.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1170'THE STATION AT MASON, TIPTON COUNTY, 60 FEET NORTH OF MILEPOST L 343,
 FE1170'ABOUT 100 FEET NORTHEAST OF A FARMHOUSE, AND 30 FEET WEST OF THE
 FE1170'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 67 1935
 FE1170'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 FE1170'GROUND.
 FE1170
 FE1170                          STATION RECOVERY (1963)
 FE1170
 FE1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0351 ***********************************************************************
 FF0351  DESIGNATION -  D 68
 FF0351  PID         -  FF0351
 FF0351  STATE/COUNTY-  TN/SHELBY
 FF0351  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0351
 FF0351                         *CURRENT SURVEY CONTROL
 FF0351  ___________________________________________________________________
 FF0351* NAD 83(1986)-  35 09 11.     (N)    090 00 45.     (W)     SCALED    
 FF0351* NAVD 88     -        75.902  (meters)     249.02   (feet)  ADJUSTED  
 FF0351  ___________________________________________________________________
 FF0351  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0351  DYNAMIC HT  -          75.833 (meters)     248.80  (feet)  COMP
 FF0351  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FF0351
 FF0351  VERT ORDER  -  FIRST     CLASS I
 FF0351
 FF0351.The horizontal coordinates were scaled from a topographic map and have
 FF0351.an estimated accuracy of +/- 6 seconds.
 FF0351
 FF0351.The orthometric height was determined by differential leveling
 FF0351.and adjusted by the National Geodetic Survey in June 1991..
 FF0351
 FF0351.The geoid height was determined by GEOID03.
 FF0351
 FF0351.The dynamic height is computed by dividing the NAVD 88
 FF0351.geopotential number by the normal gravity value computed on the
 FF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0351.degrees latitude (g = 980.6199 gals.).
 FF0351
 FF0351.The modeled gravity was interpolated from observed gravity values.
 FF0351
 FF0351;                    North         East    Units  Estimated Accuracy
 FF0351;SPC TN       -    98,440.      234,490.      MT  (+/- 180 meters Scaled)
 FF0351
 FF0351                          SUPERSEDED SURVEY CONTROL
 FF0351
 FF0351  NGVD 29 (??/??/??)   75.867  (m)          248.91   (f) ADJUSTED    1 1
 FF0351
 FF0351.Superseded values are not recommended for survey control.
 FF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0351.See file dsdata.txt to determine how the superseded data were derived.
 FF0351
 FF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU721941(NAD 83)
 FF0351_MARKER: DB = BENCH MARK DISK
 FF0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0351+STABILITY: SURFACE MOTION
 FF0351
 FF0351  HISTORY     - Date     Condition        Report By
 FF0351  HISTORY     - 1935     MONUMENTED       CGS
 FF0351  HISTORY     - 1974     GOOD             NGS
 FF0351  HISTORY     - 19950702 MARK NOT FOUND   TN1620
 FF0351
 FF0351                          STATION DESCRIPTION
 FF0351
 FF0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0351'AT MEMPHIS.
 FF0351'AT MEMPHIS, AT THE INTERSECTION OF NORTH PARKWAY-WATKINS STREET
 FF0351'AND THE CROSSING OF LOUISVILLE AND NASHVILLE RAILROAD, 18 FEET
 FF0351'NORTHWEST OF THE NORTHWEST RAIL OF MAIN TRACK, 61 FEET WEST OF THE
 FF0351'CENTER LINE OF WATKINS STREET, 31.6 FEET NORTH OF AND ACROSS TRACK
 FF0351'FROM THE NORTH CORNER OF AN ANGLE IN CONCRETE WALL AROUND
 FF0351'PARKING AREA OF SEARS ROEBUCK AND COMPANY BUILDING, 30.2 FEET WEST
 FF0351'OF A SIGNAL CROSSING LIGHT, 31.5 FEET SOUTHWEST OF THE SOUTHWEST
 FF0351'CORNER OF A TRAFFIC SIGNAL CONTROL BOX, 11 FEET SOUTH-SOUTHEAST
 FF0351'OF A POWER POLE 63487, ABOUT LEVEL WITH THE RAILS AND IN THE TOP
 FF0351'OF A CONCRETE POST 1-INCH BELOW GROUND.  NOTE-- MARK BATTERED,
 FF0351'STAMPING AND CASTING ON DISK ILLEGIBLE.
 FF0351
 FF0351                          STATION RECOVERY (1995)
 FF0351
 FF0351'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0239 ***********************************************************************
 FD0239  DESIGNATION -  D 7
 FD0239  PID         -  FD0239
 FD0239  STATE/COUNTY-  TN/COFFEE
 FD0239  USGS QUAD   -  MANCHESTER (1972)
 FD0239
 FD0239                         *CURRENT SURVEY CONTROL
 FD0239  ___________________________________________________________________
 FD0239* NAD 83(1986)-  35 28 49.     (N)    086 05 08.     (W)     SCALED    
 FD0239* NAVD 88     -       319.066  (meters)    1046.80   (feet)  ADJUSTED  
 FD0239  ___________________________________________________________________
 FD0239  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0239  DYNAMIC HT  -         318.761 (meters)    1045.80  (feet)  COMP
 FD0239  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 FD0239
 FD0239  VERT ORDER  -  SECOND    CLASS 0
 FD0239
 FD0239.The horizontal coordinates were scaled from a topographic map and have
 FD0239.an estimated accuracy of +/- 6 seconds.
 FD0239
 FD0239.The orthometric height was determined by differential leveling
 FD0239.and adjusted by the National Geodetic Survey in June 1991..
 FD0239
 FD0239.The geoid height was determined by GEOID03.
 FD0239
 FD0239.The dynamic height is computed by dividing the NAVD 88
 FD0239.geopotential number by the normal gravity value computed on the
 FD0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0239.degrees latitude (g = 980.6199 gals.).
 FD0239
 FD0239.The modeled gravity was interpolated from observed gravity values.
 FD0239
 FD0239;                    North         East    Units  Estimated Accuracy
 FD0239;SPC TN       -   127,260.      592,240.      MT  (+/- 180 meters Scaled)
 FD0239
 FD0239                          SUPERSEDED SURVEY CONTROL
 FD0239
 FD0239  NGVD 29 (??/??/92)  319.062  (m)         1046.79   (f) ADJ UNCH    2 0
 FD0239
 FD0239.Superseded values are not recommended for survey control.
 FD0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0239.See file dsdata.txt to determine how the superseded data were derived.
 FD0239
 FD0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE829266(NAD 83)
 FD0239_MARKER: DB = BENCH MARK DISK
 FD0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0239_SP_SET: PIER
 FD0239_STAMPING: D 7 1930 1047.098
 FD0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0239
 FD0239  HISTORY     - Date     Condition        Report By
 FD0239  HISTORY     - 1930     MONUMENTED       CGS
 FD0239  HISTORY     - 1960     GOOD             NGS
 FD0239  HISTORY     - 1962     GOOD             NGS
 FD0239
 FD0239                          STATION DESCRIPTION
 FD0239
 FD0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0239'AT MANCHESTER.
 FD0239'AT MANCHESTER, COFFEE COUNTY, 1 BLOCK SOUTH OF THE NASHVILLE,
 FD0239'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, AT THE OVERHEAD
 FD0239'CROSSING OF U.S. HIGHWAY 41, IN THE EAST FACE OF THE CENTRAL PIER,
 FD0239'11-1/2 FEET NORTH OF THE SOUTH END, 6.7 FEET WEST OF THE WEST RAIL,
 FD0239'AND 3 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 FD0239'1047.098 D 7 1930 AND SET VERTICALLY.
 FD0239
 FD0239                          STATION RECOVERY (1962)
 FD0239
 FD0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1056 ***********************************************************************
 FE1056  DESIGNATION -  D 72
 FE1056  PID         -  FE1056
 FE1056  STATE/COUNTY-  TN/HARDEMAN
 FE1056  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1056
 FE1056                         *CURRENT SURVEY CONTROL
 FE1056  ___________________________________________________________________
 FE1056* NAD 83(1986)-  35 15 23.     (N)    089 00 10.     (W)     SCALED    
 FE1056* NAVD 88     -       147.180  (meters)     482.87   (feet)  ADJUSTED  
 FE1056  ___________________________________________________________________
 FE1056  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1056  DYNAMIC HT  -         147.044 (meters)     482.43  (feet)  COMP
 FE1056  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 FE1056
 FE1056  VERT ORDER  -  SECOND    CLASS 0
 FE1056
 FE1056.The horizontal coordinates were scaled from a topographic map and have
 FE1056.an estimated accuracy of +/- 6 seconds.
 FE1056
 FE1056.The orthometric height was determined by differential leveling
 FE1056.and adjusted by the National Geodetic Survey in June 1991..
 FE1056
 FE1056.The geoid height was determined by GEOID03.
 FE1056
 FE1056.The dynamic height is computed by dividing the NAVD 88
 FE1056.geopotential number by the normal gravity value computed on the
 FE1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1056.degrees latitude (g = 980.6199 gals.).
 FE1056
 FE1056.The modeled gravity was interpolated from observed gravity values.
 FE1056
 FE1056;                    North         East    Units  Estimated Accuracy
 FE1056;SPC TN       -   106,610.      326,780.      MT  (+/- 180 meters Scaled)
 FE1056
 FE1056                          SUPERSEDED SURVEY CONTROL
 FE1056
 FE1056  NGVD 29 (??/??/??)  147.165  (m)          482.82   (f) ADJUSTED    2 0
 FE1056
 FE1056.Superseded values are not recommended for survey control.
 FE1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1056.See file dsdata.txt to determine how the superseded data were derived.
 FE1056
 FE1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE178033(NAD 83)
 FE1056_MARKER: DB = BENCH MARK DISK
 FE1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1056_STAMPING: D 72 1935
 FE1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1056+STABILITY: SURFACE MOTION
 FE1056
 FE1056  HISTORY     - Date     Condition        Report By
 FE1056  HISTORY     - 1935     MONUMENTED       CGS
 FE1056  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE1056
 FE1056                          STATION DESCRIPTION
 FE1056
 FE1056'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1056'0.5 MI W FROM BOLIVAR.
 FE1056'0.5 MILE WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1056'PLANT AT BOLIVAR, HARDEMAN COUNTY, 100 FEET SOUTH OF A SINCLAIR
 FE1056'OIL CO. SERVICE STATION IN 1934, AT THE JUNCTION OF A ROAD, 40
 FE1056'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET NORTH OF
 FE1056'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 72 1935
 FE1056'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1024 ***********************************************************************
 FE1024  DESIGNATION -  D 73
 FE1024  PID         -  FE1024
 FE1024  STATE/COUNTY-  TN/FAYETTE
 FE1024  USGS QUAD   -  LACONIA (1983)
 FE1024
 FE1024                         *CURRENT SURVEY CONTROL
 FE1024  ___________________________________________________________________
 FE1024* NAD 83(1986)-  35 15 15.     (N)    089 21 06.     (W)     SCALED    
 FE1024* NAVD 88     -       107.487  (meters)     352.65   (feet)  ADJUSTED  
 FE1024  ___________________________________________________________________
 FE1024  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE1024  DYNAMIC HT  -         107.390 (meters)     352.33  (feet)  COMP
 FE1024  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 FE1024
 FE1024  VERT ORDER  -  SECOND    CLASS 0
 FE1024
 FE1024.The horizontal coordinates were scaled from a topographic map and have
 FE1024.an estimated accuracy of +/- 6 seconds.
 FE1024
 FE1024.The orthometric height was determined by differential leveling
 FE1024.and adjusted by the National Geodetic Survey in June 1991..
 FE1024
 FE1024.The geoid height was determined by GEOID03.
 FE1024
 FE1024.The dynamic height is computed by dividing the NAVD 88
 FE1024.geopotential number by the normal gravity value computed on the
 FE1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1024.degrees latitude (g = 980.6199 gals.).
 FE1024
 FE1024.The modeled gravity was interpolated from observed gravity values.
 FE1024
 FE1024;                    North         East    Units  Estimated Accuracy
 FE1024;SPC TN       -   107,390.      295,040.      MT  (+/- 180 meters Scaled)
 FE1024
 FE1024                          SUPERSEDED SURVEY CONTROL
 FE1024
 FE1024  NGVD 29 (??/??/??)  107.472  (m)          352.60   (f) ADJUSTED    2 0
 FE1024
 FE1024.Superseded values are not recommended for survey control.
 FE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1024.See file dsdata.txt to determine how the superseded data were derived.
 FE1024
 FE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE860037(NAD 83)
 FE1024_MARKER: DB = BENCH MARK DISK
 FE1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1024_STAMPING: D 73 1935
 FE1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1024+STABILITY: SURFACE MOTION
 FE1024
 FE1024  HISTORY     - Date     Condition        Report By
 FE1024  HISTORY     - 1935     MONUMENTED       CGS
 FE1024  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1024
 FE1024                          STATION DESCRIPTION
 FE1024
 FE1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1024'0.7 MI W FROM SOMERVILLE.
 FE1024'0.7 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE1024'RAILWAY FROM THE STATION AT SOMERVILLE, FAYETTE COUNTY, AT THE
 FE1024'CROSSING OF STATE HIGHWAY 50, 40 FEET EAST OF THE CENTERLINE OF THE
 FE1024'HIGHWAY, 40 FEET SOUTH OF CENTERLINE OF THE TRACK.  A STANDARD
 FE1024'DISK, STAMPED D 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1024
 FE1024                          STATION RECOVERY (2002)
 FE1024
 FE1024'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1024'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0483 ***********************************************************************
 FF0483  DESIGNATION -  D 75
 FF0483  PID         -  FF0483
 FF0483  STATE/COUNTY-  TN/SHELBY
 FF0483  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0483
 FF0483                         *CURRENT SURVEY CONTROL
 FF0483  ___________________________________________________________________
 FF0483* NAD 83(1986)-  35 07 38.     (N)    090 03 42.     (W)     SCALED    
 FF0483* NAVD 88     -        81.902  (meters)     268.71   (feet)  ADJUSTED  
 FF0483  ___________________________________________________________________
 FF0483  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0483  DYNAMIC HT  -          81.828 (meters)     268.46  (feet)  COMP
 FF0483  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 FF0483
 FF0483  VERT ORDER  -  FIRST     CLASS I
 FF0483
 FF0483.The horizontal coordinates were scaled from a topographic map and have
 FF0483.an estimated accuracy of +/- 6 seconds.
 FF0483
 FF0483.The orthometric height was determined by differential leveling
 FF0483.and adjusted by the National Geodetic Survey in June 1991..
 FF0483.WARNING-Repeat measurements at this control monument indicate possible
 FF0483.vertical movement.
 FF0483
 FF0483.The geoid height was determined by GEOID03.
 FF0483
 FF0483.The dynamic height is computed by dividing the NAVD 88
 FF0483.geopotential number by the normal gravity value computed on the
 FF0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0483.degrees latitude (g = 980.6199 gals.).
 FF0483
 FF0483.The modeled gravity was interpolated from observed gravity values.
 FF0483
 FF0483;                    North         East    Units  Estimated Accuracy
 FF0483;SPC TN       -    95,760.      229,890.      MT  (+/- 180 meters Scaled)
 FF0483
 FF0483                          SUPERSEDED SURVEY CONTROL
 FF0483
 FF0483  NGVD 29 (??/??/??)   81.882  (m)          268.64   (f) ADJUSTED    1 1
 FF0483
 FF0483.Superseded values are not recommended for survey control.
 FF0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0483.See file dsdata.txt to determine how the superseded data were derived.
 FF0483
 FF0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU677911(NAD 83)
 FF0483_MARKER: DB = BENCH MARK DISK
 FF0483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0483_STAMPING: D 75 1956
 FF0483_MARK LOGO: CGS   
 FF0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0483+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2006
 FF0483
 FF0483  HISTORY     - Date     Condition        Report By
 FF0483  HISTORY     - 1956     MONUMENTED       CGS
 FF0483  HISTORY     - 1974     GOOD             NGS
 FF0483  HISTORY     - 1974     GOOD             NGS
 FF0483  HISTORY     - 1983     GOOD             NGS
 FF0483  HISTORY     - 1990     GOOD             USPSQD
 FF0483  HISTORY     - 19950510 GOOD             TN1620
 FF0483  HISTORY     - 20021024 GOOD             USACE
 FF0483  HISTORY     - 20060208 GOOD             TN1620
 FF0483
 FF0483                          STATION DESCRIPTION
 FF0483
 FF0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0483'AT MEMPHIS.
 FF0483'AT MEMPHIS, 0.2 MILE NORTH ALONG FLORIDA STREET FROM THE INTERSECTION
 FF0483'WITH CRUMP BOULEVARD, AT THE ST. LOUIS-SAN FRANCISCO-MISSOURI
 FF0483'PACIFIC RAILROAD OVERPASS, 31 1/2 FEET WEST OF THE CENTER LINE OF
 FF0483'FLORIDA STREET, 21.5 FEET SOUTH OF THE SOUTH RAIL OF THE MOST
 FF0483'SOUTHERLY TRACK, SET IN THE TOP OF THE SOUTH END OF THE WEST
 FF0483'CONCRETE ABUTMENT, 0.6 FOOT SOUTH OF A CONCRETE PILLAR AT THE WEST
 FF0483'END OF A BANNISTER, 1 FOOT WEST OF A PIPE RAILING AND 1/2 FOOT BELOW
 FF0483'LEVEL OF THE RAILS.
 FF0483
 FF0483                          STATION RECOVERY (1974)
 FF0483
 FF0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0483'RECOVERED IN GOOD CONDITION.
 FF0483
 FF0483                          STATION RECOVERY (1983)
 FF0483
 FF0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0483'RECOVERED IN GOOD CONDITION.
 FF0483
 FF0483                          STATION RECOVERY (1990)
 FF0483
 FF0483'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0483'RECOVERED IN GOOD CONDITION.
 FF0483
 FF0483                          STATION RECOVERY (1995)
 FF0483
 FF0483'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0483'RECOVERED IN GOOD CONDITION.
 FF0483
 FF0483                          STATION RECOVERY (2002)
 FF0483
 FF0483'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0483'RECOVERED IN GOOD CONDITION.
 FF0483
 FF0483                          STATION RECOVERY (2006)
 FF0483
 FF0483'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2006 (KG)
 FF0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0431 ***********************************************************************
 FC0431  DESIGNATION -  D 77
 FC0431  PID         -  FC0431
 FC0431  STATE/COUNTY-  TN/MCMINN
 FC0431  USGS QUAD   -  RICEVILLE (1990)
 FC0431
 FC0431                         *CURRENT SURVEY CONTROL
 FC0431  ___________________________________________________________________
 FC0431* NAD 83(1986)-  35 25 21.     (N)    084 39 18.     (W)     SCALED    
 FC0431* NAVD 88     -       265.439  (meters)     870.86   (feet)  ADJUSTED  
 FC0431  ___________________________________________________________________
 FC0431  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0431  DYNAMIC HT  -         265.180 (meters)     870.01  (feet)  COMP
 FC0431  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 FC0431
 FC0431  VERT ORDER  -  FIRST     CLASS I
 FC0431
 FC0431.The horizontal coordinates were scaled from a topographic map and have
 FC0431.an estimated accuracy of +/- 6 seconds.
 FC0431
 FC0431.The orthometric height was determined by differential leveling
 FC0431.and adjusted by the National Geodetic Survey in June 1991..
 FC0431
 FC0431.The geoid height was determined by GEOID03.
 FC0431
 FC0431.The dynamic height is computed by dividing the NAVD 88
 FC0431.geopotential number by the normal gravity value computed on the
 FC0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0431.degrees latitude (g = 980.6199 gals.).
 FC0431
 FC0431.The modeled gravity was interpolated from observed gravity values.
 FC0431
 FC0431;                    North         East    Units  Estimated Accuracy
 FC0431;SPC TN       -   121,680.      722,140.      MT  (+/- 180 meters Scaled)
 FC0431
 FC0431                          SUPERSEDED SURVEY CONTROL
 FC0431
 FC0431  NGVD 29 (??/??/92)  265.486  (m)          871.02   (f) ADJ UNCH    1 1
 FC0431
 FC0431.Superseded values are not recommended for survey control.
 FC0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0431.See file dsdata.txt to determine how the superseded data were derived.
 FC0431
 FC0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE128224(NAD 83)
 FC0431_MARKER: DB = BENCH MARK DISK
 FC0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0431_SP_SET: CULVERT
 FC0431_STAMPING: D 77 1934
 FC0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0431
 FC0431  HISTORY     - Date     Condition        Report By
 FC0431  HISTORY     - 1934     MONUMENTED       CGS
 FC0431  HISTORY     - 1968     GOOD             NGS
 FC0431
 FC0431                          STATION DESCRIPTION
 FC0431
 FC0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0431'3.6 MI NE FROM RICEVILLE.
 FC0431'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0431'OFFICE AT RICEVILLE, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A
 FC0431'GRAVELED ROAD, AT THE CROSSING OF THE SOUTHERN RAILWAY TRACK,
 FC0431'ABOUT 0.2 MILE NORTHEAST OF RAILWAY MILEPOST 190, SET IN THE TOP
 FC0431'OF WHAT WAS ONCE THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT
 FC0431'UNDER THE ROAD, 10.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 8
 FC0431'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT
 FC0431'BELOW THE LEVEL OF THE TRACK AND ABOUT 1 1/2 FEET BELOW THE
 FC0431'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1663 ***********************************************************************
 GB1663  DESIGNATION -  D 78
 GB1663  PID         -  GB1663
 GB1663  STATE/COUNTY-  TN/OVERTON
 GB1663  USGS QUAD   -  LIVINGSTON (1986)
 GB1663
 GB1663                         *CURRENT SURVEY CONTROL
 GB1663  ___________________________________________________________________
 GB1663* NAD 83(1986)-  36 23 00.     (N)    085 19 20.     (W)     SCALED    
 GB1663* NAVD 88     -       316.630  (meters)    1038.81   (feet)  ADJUSTED  
 GB1663  ___________________________________________________________________
 GB1663  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB1663  DYNAMIC HT  -         316.347 (meters)    1037.88  (feet)  COMP
 GB1663  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 GB1663
 GB1663  VERT ORDER  -  SECOND    CLASS 0
 GB1663
 GB1663.The horizontal coordinates were scaled from a topographic map and have
 GB1663.an estimated accuracy of +/- 6 seconds.
 GB1663
 GB1663.The orthometric height was determined by differential leveling
 GB1663.and adjusted by the National Geodetic Survey in June 1991..
 GB1663
 GB1663.The geoid height was determined by GEOID03.
 GB1663
 GB1663.The dynamic height is computed by dividing the NAVD 88
 GB1663.geopotential number by the normal gravity value computed on the
 GB1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1663.degrees latitude (g = 980.6199 gals.).
 GB1663
 GB1663.The modeled gravity was interpolated from observed gravity values.
 GB1663
 GB1663;                    North         East    Units  Estimated Accuracy
 GB1663;SPC TN       -   227,660.      660,810.      MT  (+/- 180 meters Scaled)
 GB1663
 GB1663                          SUPERSEDED SURVEY CONTROL
 GB1663
 GB1663  NGVD 29 (??/??/92)  316.712  (m)         1039.08   (f) ADJ UNCH    2 0
 GB1663
 GB1663.Superseded values are not recommended for survey control.
 GB1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1663.See file dsdata.txt to determine how the superseded data were derived.
 GB1663
 GB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF504277(NAD 83)
 GB1663_MARKER: DB = BENCH MARK DISK
 GB1663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1663_SP_SET: BUILDING
 GB1663_STAMPING: D 78 1935
 GB1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1663
 GB1663  HISTORY     - Date     Condition        Report By
 GB1663  HISTORY     - 1935     MONUMENTED       CGS
 GB1663  HISTORY     - 1942     GOOD             NGS
 GB1663
 GB1663                          STATION DESCRIPTION
 GB1663
 GB1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GB1663'AT LIVINGSTON.
 GB1663'AT LIVINGSTON, OVERTON COUNTY, IN THE NORTH WALL OF THE UNION TRUST
 GB1663'BANK BUILDING, IN THE CENTER SUPPORT POST, AND ABOUT 2 FEET ABOVE
 GB1663'THE SIDEWALK.  A STANDARD DISK, STAMPED D 78 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0234 ***********************************************************************
 GC0234  DESIGNATION -  D 79
 GC0234  PID         -  GC0234
 GC0234  STATE/COUNTY-  TN/DE KALB
 GC0234  USGS QUAD   -  ALEXANDRIA (1983)
 GC0234
 GC0234                         *CURRENT SURVEY CONTROL
 GC0234  ___________________________________________________________________
 GC0234* NAD 83(1986)-  36 03 16.     (N)    086 01 26.     (W)     SCALED    
 GC0234* NAVD 88     -       216.044  (meters)     708.80   (feet)  ADJUSTED  
 GC0234  ___________________________________________________________________
 GC0234  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0234  DYNAMIC HT  -         215.855 (meters)     708.18  (feet)  COMP
 GC0234  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GC0234
 GC0234  VERT ORDER  -  SECOND    CLASS 0
 GC0234
 GC0234.The horizontal coordinates were scaled from a topographic map and have
 GC0234.an estimated accuracy of +/- 6 seconds.
 GC0234
 GC0234.The orthometric height was determined by differential leveling
 GC0234.and adjusted by the National Geodetic Survey in June 1991..
 GC0234
 GC0234.The geoid height was determined by GEOID03.
 GC0234
 GC0234.The dynamic height is computed by dividing the NAVD 88
 GC0234.geopotential number by the normal gravity value computed on the
 GC0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0234.degrees latitude (g = 980.6199 gals.).
 GC0234
 GC0234.The modeled gravity was interpolated from observed gravity values.
 GC0234
 GC0234;                    North         East    Units  Estimated Accuracy
 GC0234;SPC TN       -   190,960.      597,850.      MT  (+/- 180 meters Scaled)
 GC0234
 GC0234                          SUPERSEDED SURVEY CONTROL
 GC0234
 GC0234  NGVD 29 (??/??/92)  216.092  (m)          708.96   (f) ADJ UNCH    2 0
 GC0234
 GC0234.Superseded values are not recommended for survey control.
 GC0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0234.See file dsdata.txt to determine how the superseded data were derived.
 GC0234
 GC0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE879904(NAD 83)
 GC0234_MARKER: DB = BENCH MARK DISK
 GC0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0234_STAMPING: D 79 1935
 GC0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0234+STABILITY: SURFACE MOTION
 GC0234
 GC0234  HISTORY     - Date     Condition        Report By
 GC0234  HISTORY     - 1935     MONUMENTED       CGS
 GC0234
 GC0234                          STATION DESCRIPTION
 GC0234
 GC0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0234'1.7 MI E FROM ALEXANDRIA.
 GC0234'1.7 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 GC0234'ALEXANDRIA, DE KALB COUNTY, 100 YARDS SOUTHEAST OF A.M. PATTERSON
 GC0234'IN 1935, 28 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17
 GC0234'FEET WEST OF A 3-INCH OAK TREE, 13 FEET SOUTHEAST OF A STILE OVER
 GC0234'A FENCE, 2 FEET SOUTHWEST OF A WIRE FENCE, AND LEVEL WITH THE
 GC0234'HIGHWAY.  A STANDARD DISK, STAMPED D 79 1935 AND SET IN THE TOP
 GC0234'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1003 ***********************************************************************
 FC1003  DESIGNATION -  D 8
 FC1003  PID         -  FC1003
 FC1003  STATE/COUNTY-  TN/CUMBERLAND
 FC1003  USGS QUAD   -  DE ROSSETT (1984)
 FC1003
 FC1003                         *CURRENT SURVEY CONTROL
 FC1003  ___________________________________________________________________
 FC1003* NAD 83(1986)-  35 57 58.     (N)    085 15 12.     (W)     SCALED    
 FC1003* NAVD 88     -       606.521  (meters)    1989.89   (feet)  ADJUSTED  
 FC1003  ___________________________________________________________________
 FC1003  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FC1003  DYNAMIC HT  -         605.953 (meters)    1988.03  (feet)  COMP
 FC1003  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FC1003
 FC1003  VERT ORDER  -  SECOND    CLASS 0
 FC1003
 FC1003.The horizontal coordinates were scaled from a topographic map and have
 FC1003.an estimated accuracy of +/- 6 seconds.
 FC1003
 FC1003.The orthometric height was determined by differential leveling
 FC1003.and adjusted by the National Geodetic Survey in June 1991..
 FC1003
 FC1003.The geoid height was determined by GEOID03.
 FC1003
 FC1003.The dynamic height is computed by dividing the NAVD 88
 FC1003.geopotential number by the normal gravity value computed on the
 FC1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1003.degrees latitude (g = 980.6199 gals.).
 FC1003
 FC1003.The modeled gravity was interpolated from observed gravity values.
 FC1003
 FC1003;                    North         East    Units  Estimated Accuracy
 FC1003;SPC TN       -   181,410.      667,350.      MT  (+/- 180 meters Scaled)
 FC1003
 FC1003                          SUPERSEDED SURVEY CONTROL
 FC1003
 FC1003  NGVD 29 (??/??/92)  606.573  (m)         1990.06   (f) ADJ UNCH    2 0
 FC1003
 FC1003.Superseded values are not recommended for survey control.
 FC1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1003.See file dsdata.txt to determine how the superseded data were derived.
 FC1003
 FC1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE574816(NAD 83)
 FC1003_MARKER: DB = BENCH MARK DISK
 FC1003_SETTING: 66 = SET IN ROCK OUTCROP
 FC1003_SP_SET: ROCK LEDGE
 FC1003_STAMPING: 1990.239 D 8 1931
 FC1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1003+STABILITY: POSITION/ELEVATION WELL
 FC1003
 FC1003  HISTORY     - Date     Condition        Report By
 FC1003  HISTORY     - 1931     MONUMENTED       CGS
 FC1003  HISTORY     - 1934     GOOD             NGS
 FC1003
 FC1003                          STATION DESCRIPTION
 FC1003
 FC1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1003'3.8 MI E FROM DE ROSSET.
 FC1003'IN CUMBERLAND COUNTY, ABOUT 3.8 MILES EAST ALONG U.S. HIGHWAY
 FC1003'70 A FROM DE ROSSET, WHITE COUNTY, ABOUT 0.7 MILE EAST OF THE
 FC1003'WHITE-CUMBERLAND COUNTY LINE, ABOUT 80 FEET WEST OF THE FIRST
 FC1003'HIGHWAY CULVERT WEST OF THE LOG CABIN TOURIST CAMP, ABOUT 90
 FC1003'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND IN A ROCK LEDGE,
 FC1003'10 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED 1990.239 D 8
 FC1003'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1735 ***********************************************************************
 GB1735  DESIGNATION -  D 80
 GB1735  PID         -  GB1735
 GB1735  STATE/COUNTY-  TN/SMITH
 GB1735  USGS QUAD   -  GORDONSVILLE (1986)
 GB1735
 GB1735                         *CURRENT SURVEY CONTROL
 GB1735  ___________________________________________________________________
 GB1735* NAD 83(1986)-  36 07 31.     (N)    085 58 39.     (W)     SCALED    
 GB1735* NAVD 88     -       172.113  (meters)     564.67   (feet)  ADJUSTED  
 GB1735  ___________________________________________________________________
 GB1735  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB1735  DYNAMIC HT  -         171.965 (meters)     564.19  (feet)  COMP
 GB1735  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 GB1735
 GB1735  VERT ORDER  -  SECOND    CLASS 0
 GB1735
 GB1735.The horizontal coordinates were scaled from a topographic map and have
 GB1735.an estimated accuracy of +/- 6 seconds.
 GB1735
 GB1735.The orthometric height was determined by differential leveling
 GB1735.and adjusted by the National Geodetic Survey in June 1991..
 GB1735
 GB1735.The geoid height was determined by GEOID03.
 GB1735
 GB1735.The dynamic height is computed by dividing the NAVD 88
 GB1735.geopotential number by the normal gravity value computed on the
 GB1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1735.degrees latitude (g = 980.6199 gals.).
 GB1735
 GB1735.The modeled gravity was interpolated from observed gravity values.
 GB1735
 GB1735;                    North         East    Units  Estimated Accuracy
 GB1735;SPC TN       -   198,820.      602,030.      MT  (+/- 180 meters Scaled)
 GB1735
 GB1735                          SUPERSEDED SURVEY CONTROL
 GB1735
 GB1735  NGVD 29 (??/??/92)  172.177  (m)          564.88   (f) ADJ UNCH    2 0
 GB1735
 GB1735.Superseded values are not recommended for survey control.
 GB1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1735.See file dsdata.txt to determine how the superseded data were derived.
 GB1735
 GB1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE920983(NAD 83)
 GB1735_MARKER: DB = BENCH MARK DISK
 GB1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1735_STAMPING: D 80 1935
 GB1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1735+STABILITY: SURFACE MOTION
 GB1735
 GB1735  HISTORY     - Date     Condition        Report By
 GB1735  HISTORY     - 1935     MONUMENTED       CGS
 GB1735  HISTORY     - 1956     MARK NOT FOUND   NGS
 GB1735
 GB1735                          STATION DESCRIPTION
 GB1735
 GB1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GB1735'3.1 MI E FROM NORTH ALEXANDRIA.
 GB1735'3.1 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1735'STATION AT NORTH ALEXANDRIA, SMITH COUNTY, AT FLAG STATION SYKES,
 GB1735'AT THE NORTH SIDE OF A SMALL STORE, 39 FEET NORTHEAST OF THE
 GB1735'NORTHEAST CORNER OF THE CONCRETE PORCH, 29 FEET WEST OF THE
 GB1735'CENTERLINE OF A DIRT ROAD, 22 FEET SOUTH OF THE SOUTH RAIL, 3 FEET
 GB1735'NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A
 GB1735'STANDARD DISK, STAMPED D 80 1935 AND SET IN THE TOP OF A CONCRETE
 GB1735'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1620 ***********************************************************************
 GB1620  DESIGNATION -  D 81
 GB1620  PID         -  GB1620
 GB1620  STATE/COUNTY-  TN/PUTNAM
 GB1620  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1620
 GB1620                         *CURRENT SURVEY CONTROL
 GB1620  ___________________________________________________________________
 GB1620* NAD 83(1986)-  36 11 44.     (N)    085 26 45.     (W)     SCALED    
 GB1620* NAVD 88     -       339.889  (meters)    1115.12   (feet)  ADJUSTED  
 GB1620  ___________________________________________________________________
 GB1620  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1620  DYNAMIC HT  -         339.585 (meters)    1114.12  (feet)  COMP
 GB1620  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GB1620
 GB1620  VERT ORDER  -  SECOND    CLASS 0
 GB1620
 GB1620.The horizontal coordinates were scaled from a topographic map and have
 GB1620.an estimated accuracy of +/- 6 seconds.
 GB1620
 GB1620.The orthometric height was determined by differential leveling
 GB1620.and adjusted by the National Geodetic Survey in June 1991..
 GB1620
 GB1620.The geoid height was determined by GEOID03.
 GB1620
 GB1620.The dynamic height is computed by dividing the NAVD 88
 GB1620.geopotential number by the normal gravity value computed on the
 GB1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1620.degrees latitude (g = 980.6199 gals.).
 GB1620
 GB1620.The modeled gravity was interpolated from observed gravity values.
 GB1620
 GB1620;                    North         East    Units  Estimated Accuracy
 GB1620;SPC TN       -   206,760.      649,840.      MT  (+/- 180 meters Scaled)
 GB1620
 GB1620                          SUPERSEDED SURVEY CONTROL
 GB1620
 GB1620  NGVD 29 (??/??/92)  339.976  (m)         1115.40   (f) ADJ UNCH    2 0
 GB1620
 GB1620.Superseded values are not recommended for survey control.
 GB1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1620.See file dsdata.txt to determine how the superseded data were derived.
 GB1620
 GB1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF397067(NAD 83)
 GB1620_MARKER: DB = BENCH MARK DISK
 GB1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1620_STAMPING: D 81 1935
 GB1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1620+STABILITY: SURFACE MOTION
 GB1620
 GB1620  HISTORY     - Date     Condition        Report By
 GB1620  HISTORY     - 1935     MONUMENTED       CGS
 GB1620
 GB1620                          STATION DESCRIPTION
 GB1620
 GB1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1620'AT ALGOOD.
 GB1620'AT ALGOOD, PUTNAM COUNTY, ON THE TENNESSEE CENTRAL RAILWAY, AT
 GB1620'THE CROSSING OF STATE HIGHWAY 42, 57 FEET SOUTHEAST OF THE
 GB1620'INTERSECTION OF THE SOUTH RAIL WITH THE CENTERLINE OF THE
 GB1620'HIGHWAY, 15 FEET SOUTH OF THE SOUTH RAIL, AND 5 FEET WEST OF A
 GB1620'POLE.  A STANDARD DISK, STAMPED D 81 1935 AND SET IN THE TOP
 GB1620'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1984 ***********************************************************************
 GB1984  DESIGNATION -  D 82
 GB1984  PID         -  GB1984
 GB1984  STATE/COUNTY-  TN/CLAY
 GB1984  USGS QUAD   -  CELINA (1981)
 GB1984
 GB1984                         *CURRENT SURVEY CONTROL
 GB1984  ___________________________________________________________________
 GB1984* NAD 83(1986)-  36 35 01.     (N)    085 33 56.     (W)     SCALED    
 GB1984* NAVD 88     -       277.168  (meters)     909.34   (feet)  ADJUSTED  
 GB1984  ___________________________________________________________________
 GB1984  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB1984  DYNAMIC HT  -         276.934 (meters)     908.57  (feet)  COMP
 GB1984  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GB1984
 GB1984  VERT ORDER  -  SECOND    CLASS 0
 GB1984
 GB1984.The horizontal coordinates were scaled from a topographic map and have
 GB1984.an estimated accuracy of +/- 6 seconds.
 GB1984
 GB1984.The orthometric height was determined by differential leveling
 GB1984.and adjusted by the National Geodetic Survey in June 1991..
 GB1984
 GB1984.The geoid height was determined by GEOID03.
 GB1984
 GB1984.The dynamic height is computed by dividing the NAVD 88
 GB1984.geopotential number by the normal gravity value computed on the
 GB1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1984.degrees latitude (g = 980.6199 gals.).
 GB1984
 GB1984.The modeled gravity was interpolated from observed gravity values.
 GB1984
 GB1984;                    North         East    Units  Estimated Accuracy
 GB1984;SPC TN       -   249,760.      638,880.      MT  (+/- 180 meters Scaled)
 GB1984
 GB1984                          SUPERSEDED SURVEY CONTROL
 GB1984
 GB1984  NGVD 29 (??/??/92)  277.284  (m)          909.72   (f) ADJ UNCH    2 0
 GB1984
 GB1984.Superseded values are not recommended for survey control.
 GB1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1984.See file dsdata.txt to determine how the superseded data were derived.
 GB1984
 GB1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF283496(NAD 83)
 GB1984_MARKER: DB = BENCH MARK DISK
 GB1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1984_STAMPING: D 82 1951
 GB1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1984+STABILITY: SURFACE MOTION
 GB1984
 GB1984  HISTORY     - Date     Condition        Report By
 GB1984  HISTORY     - 1951     MONUMENTED       CGS
 GB1984  HISTORY     - 1951     GOOD             NGS
 GB1984  HISTORY     - 20021118 MARK NOT FOUND   TNDT
 GB1984
 GB1984                          STATION DESCRIPTION
 GB1984
 GB1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1984'4.2 MI NW FROM CELINA.
 GB1984'ABOUT 4.2 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1984'HOUSE AT CELINA, ABOUT 50 YARDS NORTHWEST OF THE TOP OF A GRADE,
 GB1984'33 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 25 FEET NORTHWEST
 GB1984'OF CENTER LINE OF A DRIVE SOUTHWEST TO A HOUSE NOW UNDER
 GB1984'CONSTRUCTION, 113 FEET NORTH OF NORTH CORNER OF CONCRETE BLOCK
 GB1984'BASEMENT OF NEW HOUSE, 1 FOOT NORTHEAST OF A WIRE FENCE, 6 FEET
 GB1984'NORTHWEST OF A 5-INCH OAK TREE SERVING AS A FENCE CORNER, 38
 GB1984'FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT
 GB1984'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW
 GB1984'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1984'4 INCHES.
 GB1984
 GB1984                          STATION RECOVERY (2002)
 GB1984
 GB1984'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1984'PER LANDOWNER, MARK WAS DESTROYED DURING INSTALLATION OF WATER LINE A
 GB1984'FEW YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0226 ***********************************************************************
 GC0226  DESIGNATION -  D 83
 GC0226  PID         -  GC0226
 GC0226  STATE/COUNTY-  TN/TROUSDALE
 GC0226  USGS QUAD   -  HILLSDALE (1994)
 GC0226
 GC0226                         *CURRENT SURVEY CONTROL
 GC0226  ___________________________________________________________________
 GC0226* NAD 83(1986)-  36 24 32.     (N)    086 07 15.     (W)     SCALED    
 GC0226* NAVD 88     -       173.018  (meters)     567.64   (feet)  ADJUSTED  
 GC0226  ___________________________________________________________________
 GC0226  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC0226  DYNAMIC HT  -         172.876 (meters)     567.18  (feet)  COMP
 GC0226  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GC0226
 GC0226  VERT ORDER  -  SECOND    CLASS 0
 GC0226
 GC0226.The horizontal coordinates were scaled from a topographic map and have
 GC0226.an estimated accuracy of +/- 6 seconds.
 GC0226
 GC0226.The orthometric height was determined by differential leveling
 GC0226.and adjusted by the National Geodetic Survey in June 1991..
 GC0226
 GC0226.The geoid height was determined by GEOID03.
 GC0226
 GC0226.The dynamic height is computed by dividing the NAVD 88
 GC0226.geopotential number by the normal gravity value computed on the
 GC0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0226.degrees latitude (g = 980.6199 gals.).
 GC0226
 GC0226.The modeled gravity was interpolated from observed gravity values.
 GC0226
 GC0226;                    North         East    Units  Estimated Accuracy
 GC0226;SPC TN       -   230,290.      589,160.      MT  (+/- 180 meters Scaled)
 GC0226
 GC0226                          SUPERSEDED SURVEY CONTROL
 GC0226
 GC0226  NGVD 29 (??/??/92)  173.096  (m)          567.90   (f) ADJ UNCH    2 0
 GC0226
 GC0226.Superseded values are not recommended for survey control.
 GC0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0226.See file dsdata.txt to determine how the superseded data were derived.
 GC0226
 GC0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF788296(NAD 83)
 GC0226_MARKER: DB = BENCH MARK DISK
 GC0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0226_STAMPING: D 83 1935
 GC0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0226+STABILITY: SURFACE MOTION
 GC0226
 GC0226  HISTORY     - Date     Condition        Report By
 GC0226  HISTORY     - 1935     MONUMENTED       CGS
 GC0226  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0226
 GC0226                          STATION DESCRIPTION
 GC0226
 GC0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0226'3.9 MI NE FROM HARTSVILLE.
 GC0226'3.9 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE
 GC0226'AT HARTSVILLE, TROUSDALE COUNTY, 220 YARDS WEST OF A FARMHOUSE
 GC0226'OWNED BY SAM CELSOR, 35 FEET EAST OF THE CENTERLINE OF A T-ROAD
 GC0226'LEADING NORTH, 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GC0226'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 83 1935
 GC0226'AND SET IN THE TOP OF A CONCRETE POST.
 GC0226
 GC0226                          STATION RECOVERY (2001)
 GC0226
 GC0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0226'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0226'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1794 ***********************************************************************
 GB1794  DESIGNATION -  D 84
 GB1794  PID         -  GB1794
 GB1794  STATE/COUNTY-  TN/PUTNAM
 GB1794  USGS QUAD   -  BAXTER (1981)
 GB1794
 GB1794                         *CURRENT SURVEY CONTROL
 GB1794  ___________________________________________________________________
 GB1794* NAD 83(1986)-  36 09 14.     (N)    085 38 31.     (W)     SCALED    
 GB1794* NAVD 88     -       314.162  (meters)    1030.71   (feet)  ADJUSTED  
 GB1794  ___________________________________________________________________
 GB1794  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB1794  DYNAMIC HT  -         313.881 (meters)    1029.79  (feet)  COMP
 GB1794  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 GB1794
 GB1794  VERT ORDER  -  SECOND    CLASS 0
 GB1794
 GB1794.The horizontal coordinates were scaled from a topographic map and have
 GB1794.an estimated accuracy of +/- 6 seconds.
 GB1794
 GB1794.The orthometric height was determined by differential leveling
 GB1794.and adjusted by the National Geodetic Survey in June 1991..
 GB1794
 GB1794.The geoid height was determined by GEOID03.
 GB1794
 GB1794.The dynamic height is computed by dividing the NAVD 88
 GB1794.geopotential number by the normal gravity value computed on the
 GB1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1794.degrees latitude (g = 980.6199 gals.).
 GB1794
 GB1794.The modeled gravity was interpolated from observed gravity values.
 GB1794
 GB1794;                    North         East    Units  Estimated Accuracy
 GB1794;SPC TN       -   202,050.      632,220.      MT  (+/- 180 meters Scaled)
 GB1794
 GB1794                          SUPERSEDED SURVEY CONTROL
 GB1794
 GB1794  NGVD 29 (??/??/92)  314.227  (m)         1030.93   (f) ADJ UNCH    2 0
 GB1794
 GB1794.Superseded values are not recommended for survey control.
 GB1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1794.See file dsdata.txt to determine how the superseded data were derived.
 GB1794
 GB1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF221018(NAD 83)
 GB1794_MARKER: DB = BENCH MARK DISK
 GB1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1794_STAMPING: D 84 1935
 GB1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1794+STABILITY: SURFACE MOTION
 GB1794
 GB1794  HISTORY     - Date     Condition        Report By
 GB1794  HISTORY     - 1935     MONUMENTED       CGS
 GB1794  HISTORY     - 1950     GOOD             NGS
 GB1794  HISTORY     - 1960     GOOD             NGS
 GB1794
 GB1794                          STATION DESCRIPTION
 GB1794
 GB1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1794'AT BAXTER.
 GB1794'AT BAXTER, PUTNAM COUNTY, 23 YARDS WEST OF THE WEST END OF THE
 GB1794'TENNESSEE CENTRAL RAILWAY STATION, 21 FEET NORTH OF THE NORTH
 GB1794'RAIL, 2.5 FEET EAST OF AN IRON GUARD RAIL, AND 0.5 FOOT LOWER
 GB1794'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 84 1935
 GB1794'AND SET IN THE TOP OF A CONCRETE POST.
 GB1794
 GB1794                          STATION RECOVERY (1960)
 GB1794
 GB1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GB1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0161 ***********************************************************************
 GC0161  DESIGNATION -  D 85
 GC0161  PID         -  GC0161
 GC0161  STATE/COUNTY-  TN/WILSON
 GC0161  USGS QUAD   -  LEBANON (1983)
 GC0161
 GC0161                         *CURRENT SURVEY CONTROL
 GC0161  ___________________________________________________________________
 GC0161* NAD 83(1986)-  36 14 10.     (N)    086 22 22.     (W)     SCALED    
 GC0161* NAVD 88     -       179.709  (meters)     589.60   (feet)  ADJUSTED  
 GC0161  ___________________________________________________________________
 GC0161  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0161  DYNAMIC HT  -         179.560 (meters)     589.11  (feet)  COMP
 GC0161  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 GC0161
 GC0161  VERT ORDER  -  SECOND    CLASS 0
 GC0161
 GC0161.The horizontal coordinates were scaled from a topographic map and have
 GC0161.an estimated accuracy of +/- 6 seconds.
 GC0161
 GC0161.The orthometric height was determined by differential leveling
 GC0161.and adjusted by the National Geodetic Survey in June 1991..
 GC0161
 GC0161.The geoid height was determined by GEOID03.
 GC0161
 GC0161.The dynamic height is computed by dividing the NAVD 88
 GC0161.geopotential number by the normal gravity value computed on the
 GC0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0161.degrees latitude (g = 980.6199 gals.).
 GC0161
 GC0161.The modeled gravity was interpolated from observed gravity values.
 GC0161
 GC0161;                    North         East    Units  Estimated Accuracy
 GC0161;SPC TN       -   211,180.      566,490.      MT  (+/- 180 meters Scaled)
 GC0161
 GC0161                          SUPERSEDED SURVEY CONTROL
 GC0161
 GC0161  NGVD 29 (??/??/92)  179.765  (m)          589.78   (f) ADJ UNCH    2 0
 GC0161
 GC0161.Superseded values are not recommended for survey control.
 GC0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0161.See file dsdata.txt to determine how the superseded data were derived.
 GC0161
 GC0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF563103(NAD 83)
 GC0161_MARKER: DB = BENCH MARK DISK
 GC0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0161_STAMPING: D 85 1935
 GC0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0161+STABILITY: SURFACE MOTION
 GC0161
 GC0161  HISTORY     - Date     Condition        Report By
 GC0161  HISTORY     - 1935     MONUMENTED       CGS
 GC0161
 GC0161                          STATION DESCRIPTION
 GC0161
 GC0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0161'5.2 MI NW FROM LEBANON.
 GC0161'5.2 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC0161'THE STATION AT LEBANON, WILSON COUNTY, AT FLAG STATION
 GC0161'HORNSPRINGS, 30 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD,
 GC0161'32 FEET NORTHEAST OF THE NORTHEAST RAIL, 10 FEET SOUTHWEST
 GC0161'OF A WIRE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 GC0161'STAMPED D 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1622 ***********************************************************************
 FE1622  DESIGNATION -  D 89
 FE1622  PID         -  FE1622
 FE1622  STATE/COUNTY-  TN/LAUDERDALE
 FE1622  USGS QUAD   -  FORT PILLOW (1972)
 FE1622
 FE1622                         *CURRENT SURVEY CONTROL
 FE1622  ___________________________________________________________________
 FE1622* NAD 83(1986)-  35 39 53.     (N)    089 44 29.     (W)     SCALED    
 FE1622* NAVD 88     -        86.688  (meters)     284.41   (feet)  ADJUSTED  
 FE1622  ___________________________________________________________________
 FE1622  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1622  DYNAMIC HT  -          86.615 (meters)     284.17  (feet)  COMP
 FE1622  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 FE1622
 FE1622  VERT ORDER  -  FIRST     CLASS II
 FE1622
 FE1622.The horizontal coordinates were scaled from a topographic map and have
 FE1622.an estimated accuracy of +/- 6 seconds.
 FE1622
 FE1622.The orthometric height was determined by differential leveling
 FE1622.and adjusted by the National Geodetic Survey in June 1991..
 FE1622
 FE1622.The geoid height was determined by GEOID03.
 FE1622
 FE1622.The dynamic height is computed by dividing the NAVD 88
 FE1622.geopotential number by the normal gravity value computed on the
 FE1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1622.degrees latitude (g = 980.6199 gals.).
 FE1622
 FE1622.The modeled gravity was interpolated from observed gravity values.
 FE1622
 FE1622;                    North         East    Units  Estimated Accuracy
 FE1622;SPC TN       -   154,190.      261,340.      MT  (+/- 180 meters Scaled)
 FE1622
 FE1622                          SUPERSEDED SURVEY CONTROL
 FE1622
 FE1622  NGVD 29 (??/??/??)   86.651  (m)          284.29   (f) ADJUSTED    1 2
 FE1622
 FE1622.Superseded values are not recommended for survey control.
 FE1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1622.See file dsdata.txt to determine how the superseded data were derived.
 FE1622
 FE1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE518502(NAD 83)
 FE1622_MARKER: DB = BENCH MARK DISK
 FE1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1622_SP_SET: CULVERT
 FE1622_STAMPING: D 89 1957
 FE1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1622
 FE1622  HISTORY     - Date     Condition        Report By
 FE1622  HISTORY     - 1957     MONUMENTED       CGS
 FE1622  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1622
 FE1622                          STATION DESCRIPTION
 FE1622
 FE1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1622'2 MI SW FROM CHERRY.
 FE1622'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1622'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, ON THE
 FE1622'GROUNDS OF THE FORT PILLOW STATE PRISON, ON TOP OF THE NORTHEAST
 FE1622'CONCRETE HEAD WALL OF AN ARCHED CULVERT UNDER A CINDER ROAD
 FE1622'ALONG THE NORTHEAST SIDE OF MAIN ENTRANCE TO PRISON, ABOUT 0.1
 FE1622'MILE NORTHWEST OF THE MAIN BUILDING, 196 FEET SOUTH-SOUTHEAST
 FE1622'OF THE CENTER LINE OF THE HIGHWAY, 14 FEET EAST-NORTHEAST OF THE
 FE1622'CENTER LINE OF THE CINDER ROAD, 1.4 FEET SOUTHEAST OF THE
 FE1622'NORTHWEST END OF THE HEADWALL AND ABOUT 3 FEET BELOW THE LEVEL
 FE1622'OF THE HIGHWAY.
 FE1622
 FE1622                          STATION RECOVERY (2002)
 FE1622
 FE1622'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1622'MARK DESTROYED DUE TO NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0488 ***********************************************************************
 FD0488  DESIGNATION -  D 9
 FD0488  PID         -  FD0488
 FD0488  STATE/COUNTY-  TN/WILLIAMSON
 FD0488  USGS QUAD   -  LEIPERS FORK (1981)
 FD0488
 FD0488                         *CURRENT SURVEY CONTROL
 FD0488  ___________________________________________________________________
 FD0488* NAD 83(1986)-  35 52 32.     (N)    086 52 56.     (W)     SCALED    
 FD0488* NAVD 88     -       227.023  (meters)     744.82   (feet)  ADJUSTED  
 FD0488  ___________________________________________________________________
 FD0488  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FD0488  DYNAMIC HT  -         226.823 (meters)     744.17  (feet)  COMP
 FD0488  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 FD0488
 FD0488  VERT ORDER  -  FIRST     CLASS II
 FD0488
 FD0488.The horizontal coordinates were scaled from a topographic map and have
 FD0488.an estimated accuracy of +/- 6 seconds.
 FD0488
 FD0488.The orthometric height was determined by differential leveling
 FD0488.and adjusted by the National Geodetic Survey in June 1991..
 FD0488
 FD0488.The geoid height was determined by GEOID03.
 FD0488
 FD0488.The dynamic height is computed by dividing the NAVD 88
 FD0488.geopotential number by the normal gravity value computed on the
 FD0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0488.degrees latitude (g = 980.6199 gals.).
 FD0488
 FD0488.The modeled gravity was interpolated from observed gravity values.
 FD0488
 FD0488;                    North         East    Units  Estimated Accuracy
 FD0488;SPC TN       -   171,470.      520,340.      MT  (+/- 180 meters Scaled)
 FD0488
 FD0488                          SUPERSEDED SURVEY CONTROL
 FD0488
 FD0488  NGVD 29 (??/??/92)  226.993  (m)          744.73   (f) ADJ UNCH    1 2
 FD0488
 FD0488.Superseded values are not recommended for survey control.
 FD0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0488.See file dsdata.txt to determine how the superseded data were derived.
 FD0488
 FD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE106701(NAD 83)
 FD0488_MARKER: DB = BENCH MARK DISK
 FD0488_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FD0488_STAMPING: 745.002 D 9 1931
 FD0488_MARK LOGO: CGS   
 FD0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0488+STABILITY: POSITION/ELEVATION WELL
 FD0488
 FD0488  HISTORY     - Date     Condition        Report By
 FD0488  HISTORY     - 1931     MONUMENTED       CGS
 FD0488  HISTORY     - 1953     GOOD             NGS
 FD0488  HISTORY     - 1963     GOOD             NGS
 FD0488  HISTORY     - 1984     GOOD             NGS
 FD0488
 FD0488                          STATION DESCRIPTION
 FD0488
 FD0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD0488'3.7 MI S FROM FRANKLIN.
 FD0488'3.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0488'THE STATION AT FRANKLIN, WILLIAMSON COUNTY, AT THE OVERHEAD
 FD0488'CROSSING OF U.S. HIGHWAY 31, IN THE FACE OF THE NORTH CENTER PIER,
 FD0488'NEAR THE MIDDLE OF THE SIDE FACING THE TRACK, 8 FEET NORTH OF
 FD0488'THE NORTH RAIL, AND 4.7 FEET ABOVE THE GROUND.  A STANDARD DISK,
 FD0488'STAMPED 745.002 D 9 1931 AND SET VERTICALLY.
 FD0488
 FD0488                          STATION RECOVERY (1963)
 FD0488
 FD0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FD0488'RECOVERED IN GOOD CONDITION.
 FD0488
 FD0488                          STATION RECOVERY (1984)
 FD0488
 FD0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0326 ***********************************************************************
 FF0326  DESIGNATION -  D 90
 FF0326  PID         -  FF0326
 FF0326  STATE/COUNTY-  TN/SHELBY
 FF0326  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0326
 FF0326                         *CURRENT SURVEY CONTROL
 FF0326  ___________________________________________________________________
 FF0326* NAD 83(1986)-  35 12 21.     (N)    090 01 59.     (W)     SCALED    
 FF0326* NAVD 88     -        75.047  (meters)     246.22   (feet)  ADJUSTED  
 FF0326  ___________________________________________________________________
 FF0326  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0326  DYNAMIC HT  -          74.980 (meters)     246.00  (feet)  COMP
 FF0326  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 FF0326
 FF0326  VERT ORDER  -  FIRST     CLASS I
 FF0326
 FF0326.The horizontal coordinates were scaled from a topographic map and have
 FF0326.an estimated accuracy of +/- 6 seconds.
 FF0326
 FF0326.The orthometric height was determined by differential leveling
 FF0326.and adjusted by the National Geodetic Survey in June 1991..
 FF0326
 FF0326.The geoid height was determined by GEOID03.
 FF0326
 FF0326.The dynamic height is computed by dividing the NAVD 88
 FF0326.geopotential number by the normal gravity value computed on the
 FF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0326.degrees latitude (g = 980.6199 gals.).
 FF0326
 FF0326.The modeled gravity was interpolated from observed gravity values.
 FF0326
 FF0326;                    North         East    Units  Estimated Accuracy
 FF0326;SPC TN       -   104,370.      232,860.      MT  (+/- 180 meters Scaled)
 FF0326
 FF0326                          SUPERSEDED SURVEY CONTROL
 FF0326
 FF0326  NGVD 29 (??/??/??)   75.006  (m)          246.08   (f) ADJUSTED    1 1
 FF0326
 FF0326.Superseded values are not recommended for survey control.
 FF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0326.See file dsdata.txt to determine how the superseded data were derived.
 FF0326
 FF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU701999(NAD 83)
 FF0326_MARKER: DB = BENCH MARK DISK
 FF0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0326_SP_SET: PIER
 FF0326_STAMPING: D90 1957
 FF0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0326+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0326
 FF0326  HISTORY     - Date     Condition        Report By
 FF0326  HISTORY     - 1957     MONUMENTED       CGS
 FF0326  HISTORY     - 1974     GOOD             NGS
 FF0326  HISTORY     - 19941201 GOOD             TN1620
 FF0326  HISTORY     - 20021022 GOOD             USACE
 FF0326
 FF0326                          STATION DESCRIPTION
 FF0326
 FF0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0326'AT FRAYSER.
 FF0326'AT FRAYSER, SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHWEST
 FF0326'CONCRETE PIER OF U.S. HIGHWAY 51 OVERPASS OVER THE ILLINOIS
 FF0326'CENTRAL RAILROAD, 22 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 FF0326'MAIN TRACK, 7.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF SIDE
 FF0326'TRACK, 5 FEET SOUTHWEST OF THE NORTHEAST END OF PIER, 3.2 FEET
 FF0326'ABOVE GROUND.
 FF0326
 FF0326                          STATION RECOVERY (1994)
 FF0326
 FF0326'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0326'RECOVERED IN GOOD CONDITION.
 FF0326
 FF0326                          STATION RECOVERY (2002)
 FF0326
 FF0326'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0327 ***********************************************************************
 FF0327  DESIGNATION -  D 91
 FF0327  PID         -  FF0327
 FF0327  STATE/COUNTY-  TN/SHELBY
 FF0327  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0327
 FF0327                         *CURRENT SURVEY CONTROL
 FF0327  ___________________________________________________________________
 FF0327* NAD 83(1986)-  35 12 17.     (N)    090 02 05.     (W)     SCALED    
 FF0327* NAVD 88     -        73.895  (meters)     242.44   (feet)  ADJUSTED  
 FF0327  ___________________________________________________________________
 FF0327  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0327  DYNAMIC HT  -          73.829 (meters)     242.22  (feet)  COMP
 FF0327  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 FF0327
 FF0327  VERT ORDER  -  FIRST     CLASS I
 FF0327
 FF0327.The horizontal coordinates were scaled from a topographic map and have
 FF0327.an estimated accuracy of +/- 6 seconds.
 FF0327
 FF0327.The orthometric height was determined by differential leveling
 FF0327.and adjusted by the National Geodetic Survey in June 1991..
 FF0327
 FF0327.The geoid height was determined by GEOID03.
 FF0327
 FF0327.The dynamic height is computed by dividing the NAVD 88
 FF0327.geopotential number by the normal gravity value computed on the
 FF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0327.degrees latitude (g = 980.6199 gals.).
 FF0327
 FF0327.The modeled gravity was interpolated from observed gravity values.
 FF0327
 FF0327;                    North         East    Units  Estimated Accuracy
 FF0327;SPC TN       -   104,250.      232,700.      MT  (+/- 180 meters Scaled)
 FF0327
 FF0327                          SUPERSEDED SURVEY CONTROL
 FF0327
 FF0327  NGVD 29 (??/??/??)   73.854  (m)          242.30   (f) ADJUSTED    1 1
 FF0327
 FF0327.Superseded values are not recommended for survey control.
 FF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0327.See file dsdata.txt to determine how the superseded data were derived.
 FF0327
 FF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU699997(NAD 83)
 FF0327_MARKER: DB = BENCH MARK DISK
 FF0327_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0327_SP_SET: 32 FEET
 FF0327_STAMPING: D 91 1957
 FF0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0327
 FF0327  HISTORY     - Date     Condition        Report By
 FF0327  HISTORY     - 1957     MONUMENTED       CGS
 FF0327  HISTORY     - 1974     GOOD             NGS
 FF0327  HISTORY     - 20021021 MARK NOT FOUND   USACE
 FF0327
 FF0327                          STATION DESCRIPTION
 FF0327
 FF0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0327'0.2 MI SW FROM FRAYSER.
 FF0327'ABOUT 0.2 MILE SOUTHWEST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FF0327'THE U.S. HIGHWAY 51 OVERPASS AT FRAYSER, INSIDE OF A Y FORMED BY
 FF0327'MAIN TRACK AND SPUR TRACK LEADING SOUTHWEST, 122 FEET
 FF0327'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL OF MAIN TRACK, 31 FEET
 FF0327'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL OF SPUR TRACK, 52
 FF0327'FEET NORTH-NORTHWEST OF A LARGE FORKED ELM TREE IN HEAVY THICKET,
 FF0327'6 FEET SOUTHWEST OF A PIPE CORNER POST IN AN OLD FENCE LINE,
 FF0327'1 1/2 FEET NORTH-NORTHEAST OF A WHITE 4 FT BY 4 FT CONCRETE
 FF0327'WITNESS POST, 0.6 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL
 FF0327'WITH MAIN TRACK AND ON TOP OF A COPPER COATED STEEL ROD, 1-INCH
 FF0327'UNDERGROUND AND PROTECTED BY A 4-INCH CLAY TILE PIPE, 1-INCH
 FF0327'UNDERGROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 FF0327
 FF0327                          STATION RECOVERY (2002)
 FF0327
 FF0327'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0327'LARGE PILE OF RR DEBRIS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1570 ***********************************************************************
 FE1570  DESIGNATION -  D 92
 FE1570  PID         -  FE1570
 FE1570  STATE/COUNTY-  TN/LAUDERDALE
 FE1570  USGS QUAD   -  OPEN LAKE (1983)
 FE1570
 FE1570                         *CURRENT SURVEY CONTROL
 FE1570  ___________________________________________________________________
 FE1570* NAD 83(1986)-  35 48 59.     (N)    089 39 29.     (W)     SCALED    
 FE1570* NAVD 88     -        77.687  (meters)     254.88   (feet)  ADJUSTED  
 FE1570  ___________________________________________________________________
 FE1570  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE1570  DYNAMIC HT  -          77.621 (meters)     254.66  (feet)  COMP
 FE1570  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 FE1570
 FE1570  VERT ORDER  -  FIRST     CLASS II
 FE1570
 FE1570.The horizontal coordinates were scaled from a topographic map and have
 FE1570.an estimated accuracy of +/- 6 seconds.
 FE1570
 FE1570.The orthometric height was determined by differential leveling
 FE1570.and adjusted by the National Geodetic Survey in June 1991..
 FE1570
 FE1570.The geoid height was determined by GEOID03.
 FE1570
 FE1570.The dynamic height is computed by dividing the NAVD 88
 FE1570.geopotential number by the normal gravity value computed on the
 FE1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1570.degrees latitude (g = 980.6199 gals.).
 FE1570
 FE1570.The modeled gravity was interpolated from observed gravity values.
 FE1570
 FE1570;                    North         East    Units  Estimated Accuracy
 FE1570;SPC TN       -   170,720.      269,510.      MT  (+/- 180 meters Scaled)
 FE1570
 FE1570                          SUPERSEDED SURVEY CONTROL
 FE1570
 FE1570  NGVD 29 (??/??/??)   77.643  (m)          254.73   (f) ADJUSTED    1 2
 FE1570
 FE1570.Superseded values are not recommended for survey control.
 FE1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1570.See file dsdata.txt to determine how the superseded data were derived.
 FE1570
 FE1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE598668(NAD 83)
 FE1570_MARKER: DB = BENCH MARK DISK
 FE1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1570_STAMPING: D 92 1957
 FE1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1570+STABILITY: SURFACE MOTION
 FE1570
 FE1570  HISTORY     - Date     Condition        Report By
 FE1570  HISTORY     - 1957     MONUMENTED       CGS
 FE1570  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1570
 FE1570                          STATION DESCRIPTION
 FE1570
 FE1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1570'6.6 MI NW FROM ARP.
 FE1570'1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1570'ELEMENTARY SCHOOL AT ARP, THENCE 5.05 MILES NORTHWEST ALONG THE
 FE1570'GRAVEL ROAD LEADING TO BARR, 58 FEET SOUTH OF THE CENTER LINE OF
 FE1570'THE ROAD, 60 FEET NORTHWEST OF A WELL PUMP, 23 FEET NORTH OF
 FE1570'A 24-INCH FORKED HICKORY TREE, 16 FEET WEST-NORTHWEST OF THE
 FE1570'NORTHWEST CORNER OF AN ELEVATED FRAME HOUSE, 11 FEET SOUTH OF A
 FE1570'LONE 4-INCH PECAN TREE, 18 FEET EAST OF THE CENTER LINE OF A
 FE1570'DRIVEWAY, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 FE1570'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1570'POST PROJECTING 4 INCHES.
 FE1570
 FE1570                          STATION RECOVERY (1971)
 FE1570
 FE1570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1366 ***********************************************************************
 FE1366  DESIGNATION -  D 93
 FE1366  PID         -  FE1366
 FE1366  STATE/COUNTY-  TN/TIPTON
 FE1366  USGS QUAD   -  MUNFORD (1983)
 FE1366
 FE1366                         *CURRENT SURVEY CONTROL
 FE1366  ___________________________________________________________________
 FE1366* NAD 83(1986)-  35 24 31.     (N)    089 49 43.     (W)     SCALED    
 FE1366* NAVD 88     -       108.431  (meters)     355.74   (feet)  ADJUSTED  
 FE1366  ___________________________________________________________________
 FE1366  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1366  DYNAMIC HT  -         108.336 (meters)     355.43  (feet)  COMP
 FE1366  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 FE1366
 FE1366  VERT ORDER  -  SECOND    CLASS 0
 FE1366
 FE1366.The horizontal coordinates were scaled from a topographic map and have
 FE1366.an estimated accuracy of +/- 6 seconds.
 FE1366
 FE1366.The orthometric height was determined by differential leveling
 FE1366.and adjusted by the National Geodetic Survey in June 1991..
 FE1366
 FE1366.The geoid height was determined by GEOID03.
 FE1366
 FE1366.The dynamic height is computed by dividing the NAVD 88
 FE1366.geopotential number by the normal gravity value computed on the
 FE1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1366.degrees latitude (g = 980.6199 gals.).
 FE1366
 FE1366.The modeled gravity was interpolated from observed gravity values.
 FE1366
 FE1366;                    North         East    Units  Estimated Accuracy
 FE1366;SPC TN       -   126,100.      252,340.      MT  (+/- 180 meters Scaled)
 FE1366
 FE1366                          SUPERSEDED SURVEY CONTROL
 FE1366
 FE1366  NGVD 29 (??/??/??)  108.404  (m)          355.66   (f) ADJUSTED    2 0
 FE1366
 FE1366.Superseded values are not recommended for survey control.
 FE1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1366.See file dsdata.txt to determine how the superseded data were derived.
 FE1366
 FE1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE431220(NAD 83)
 FE1366_MARKER: DB = BENCH MARK DISK
 FE1366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1366_SP_SET: BRIDGE
 FE1366_STAMPING: D 93 1957
 FE1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1366
 FE1366  HISTORY     - Date     Condition        Report By
 FE1366  HISTORY     - 1957     MONUMENTED       CGS
 FE1366
 FE1366                          STATION DESCRIPTION
 FE1366
 FE1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1366'3.7 MI SW FROM ATOKA.
 FE1366'ABOUT 3.7 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1366'FROM THE STATION AT ATOKA, ABOUT 0.1 MILE NORTHEAST OF MILEPOST
 FE1366'NO. 368, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 FE1366'HEADWALL OF A 45 FOOT LONG ARCHED BRIDGE OVER BIG CREEK, 9 1/2
 FE1366'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT SOUTHWEST OF THE
 FE1366'NORTHEAST END OF THE HEADWALL AND 2-1/2 FEET BELOW THE LEVEL
 FE1366'OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1732 ***********************************************************************
 FE1732  DESIGNATION -  D 94
 FE1732  PID         -  FE1732
 FE1732  STATE/COUNTY-  TN/TIPTON
 FE1732  USGS QUAD   -  COVINGTON (1983)
 FE1732
 FE1732                         *CURRENT SURVEY CONTROL
 FE1732  ___________________________________________________________________
 FE1732* NAD 83(1986)-  35 34 16.     (N)    089 38 24.     (W)     SCALED    
 FE1732* NAVD 88     -        88.660  (meters)     290.88   (feet)  ADJUSTED  
 FE1732  ___________________________________________________________________
 FE1732  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1732  DYNAMIC HT  -          88.586 (meters)     290.64  (feet)  COMP
 FE1732  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1732
 FE1732  VERT ORDER  -  FIRST     CLASS I
 FE1732
 FE1732.The horizontal coordinates were scaled from a topographic map and have
 FE1732.an estimated accuracy of +/- 6 seconds.
 FE1732
 FE1732.The orthometric height was determined by differential leveling
 FE1732.and adjusted by the National Geodetic Survey in June 1991..
 FE1732
 FE1732.The geoid height was determined by GEOID03.
 FE1732
 FE1732.The dynamic height is computed by dividing the NAVD 88
 FE1732.geopotential number by the normal gravity value computed on the
 FE1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1732.degrees latitude (g = 980.6199 gals.).
 FE1732
 FE1732.The modeled gravity was interpolated from observed gravity values.
 FE1732
 FE1732;                    North         East    Units  Estimated Accuracy
 FE1732;SPC TN       -   143,470.      270,130.      MT  (+/- 180 meters Scaled)
 FE1732
 FE1732                          SUPERSEDED SURVEY CONTROL
 FE1732
 FE1732  NGVD 29 (??/??/??)   88.630  (m)          290.78   (f) ADJUSTED    1 1
 FE1732
 FE1732.Superseded values are not recommended for survey control.
 FE1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1732.See file dsdata.txt to determine how the superseded data were derived.
 FE1732
 FE1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE607395(NAD 83)
 FE1732_MARKER: DB = BENCH MARK DISK
 FE1732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1732_SP_SET: CONCRETE FOOTING
 FE1732_STAMPING: D 94 1957
 FE1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1732+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE1732
 FE1732  HISTORY     - Date     Condition        Report By
 FE1732  HISTORY     - 1957     MONUMENTED       CGS
 FE1732  HISTORY     - 1974     GOOD             NGS
 FE1732  HISTORY     - 1987     GOOD             USPSQD
 FE1732  HISTORY     - 20020529 GOOD             USACE
 FE1732
 FE1732                          STATION DESCRIPTION
 FE1732
 FE1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1732'0.4 MI N FROM COVINGTON.
 FE1732'ABOUT 0.4 MILE NORTH ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 FE1732'STATION AT COVINGTON, 0.2 MILE NORTH OF MILEPOST 352, 0.1 MILE
 FE1732'NORTH-NORTHWEST OF THE CROSSING WITH EAST RIPLEY AVENUE, ABOUT 100
 FE1732'YARDS WEST OF THE MAIN TRACK, SET IN TOP OF THE SOUTH CORNER OF
 FE1732'THE SOUTHWEST CONCRETE FOOTING OF THE SOUTHWEST LEG OF A WATER
 FE1732'TOWER AND 2 FEET ABOVE GROUND.
 FE1732
 FE1732                          STATION RECOVERY (1987)
 FE1732
 FE1732'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1732'RECOVERED IN GOOD CONDITION.
 FE1732
 FE1732                          STATION RECOVERY (2002)
 FE1732
 FE1732'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1523 ***********************************************************************
 FE1523  DESIGNATION -  D 95
 FE1523  PID         -  FE1523
 FE1523  STATE/COUNTY-  TN/DYER
 FE1523  USGS QUAD   -  CHIC (1983)
 FE1523
 FE1523                         *CURRENT SURVEY CONTROL
 FE1523  ___________________________________________________________________
 FE1523* NAD 83(1995)-  35 59 58.88785(N)    089 41 20.65668(W)     ADJUSTED  
 FE1523* NAVD 88     -        80.059  (meters)     262.66   (feet)  ADJUSTED  
 FE1523  ___________________________________________________________________
 FE1523  X           -      28,034.678 (meters)                     COMP
 FE1523  Y           -  -5,165,984.821 (meters)                     COMP
 FE1523  Z           -   3,728,194.432 (meters)                     COMP
 FE1523  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FE1523  ELLIP HEIGHT-          51.87  (meters)          (05/31/05) GPS OBS
 FE1523  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE1523  DYNAMIC HT  -          79.992 (meters)     262.44  (feet)  COMP
 FE1523  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 FE1523
 FE1523  HORZ ORDER  -  FIRST
 FE1523  VERT ORDER  -  FIRST     CLASS II
 FE1523  ELLP ORDER  -  FOURTH    CLASS II
 FE1523
 FE1523.The horizontal coordinates were established by GPS observations
 FE1523.and adjusted by the National Geodetic Survey in May 2005..
 FE1523
 FE1523.The orthometric height was determined by differential leveling
 FE1523.and adjusted by the National Geodetic Survey in June 1991..
 FE1523
 FE1523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1523
 FE1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1523
 FE1523.The ellipsoidal height was determined by GPS observations
 FE1523.and is referenced to NAD 83.
 FE1523
 FE1523.The geoid height was determined by GEOID03.
 FE1523
 FE1523.The dynamic height is computed by dividing the NAVD 88
 FE1523.geopotential number by the normal gravity value computed on the
 FE1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1523.degrees latitude (g = 980.6199 gals.).
 FE1523
 FE1523.The modeled gravity was interpolated from observed gravity values.
 FE1523
 FE1523;                    North         East     Units Scale Factor Converg.
 FE1523;SPC TN       -   191,149.109   267,472.967   MT  0.99995256   -2 09 35.0
 FE1523;SPC TN       -   627,128.37    877,534.23   sFT  0.99995256   -2 09 35.0
 FE1523;UTM  16      - 3,987,258.929   257,611.718   MT  1.00032400   -1 34 52.9
 FE1523
 FE1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1523!SPC TN       -   0.99999186  x   0.99995256  =   0.99994442
 FE1523!UTM  16      -   0.99999186  x   1.00032400  =   1.00031586
 FE1523
 FE1523                          SUPERSEDED SURVEY CONTROL
 FE1523
 FE1523  NAVD 88 (05/31/05)   80.06   (m)          262.7    (f) LEVELING    3  
 FE1523  NGVD 29 (??/??/??)   80.001  (m)          262.47   (f) ADJUSTED    1 2
 FE1523
 FE1523.Superseded values are not recommended for survey control.
 FE1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1523.See file dsdata.txt to determine how the superseded data were derived.
 FE1523
 FE1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5761287259(NAD 83)
 FE1523_MARKER: DB = BENCH MARK DISK
 FE1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1523_STAMPING: D 95 1957
 FE1523_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1523+STABILITY: SURFACE MOTION
 FE1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1523+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 FE1523
 FE1523  HISTORY     - Date     Condition        Report By
 FE1523  HISTORY     - 1957     MONUMENTED       CGS
 FE1523  HISTORY     - 20020806 GOOD             USACE
 FE1523  HISTORY     - 20030708 GOOD             EMCINC
 FE1523
 FE1523                          STATION DESCRIPTION
 FE1523
 FE1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1523'0.4 MI S FROM MIDWAY.
 FE1523'0.45 MILE SOUTH ALONG A ONE-LANE PAVED ROAD FROM THE BAPTIST
 FE1523'CHURCH AT MIDWAY, 56 FEET EAST OF EAST EDGE OF PAVEMENT, 135
 FE1523'FEET WEST OF TELEPHONE POLE NO. 162, 48 FEET NORTHEAST OF A
 FE1523'POWER LINE BRANCH POLE, 39 1/2 FEET SOUTH OF SOUTHWEST CORNER
 FE1523'OF A HOUSE OWNED IN 1957 BY A.B. WILLARD, 67 3/4 FEET SOUTHWEST
 FE1523'OF A WELL WITH PUMP, 6 1/2 FEET WEST OF A 3-INCH MULBERRY TREE
 FE1523'WHICH IS IN A FENCE LINE, 2 FEET WEST OF A CONCRETE WITNESS
 FE1523'POST, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 FE1523'CONCRETE POST PROJECTING 3 INCHES.
 FE1523
 FE1523                          STATION RECOVERY (2002)
 FE1523
 FE1523'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1523'RECOVERED IN GOOD CONDITION.
 FE1523
 FE1523                          STATION RECOVERY (2003)
 FE1523
 FE1523'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1523'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0888 ***********************************************************************
 GD0888  DESIGNATION -  D 96
 GD0888  PID         -  GD0888
 GD0888  STATE/COUNTY-  TN/DYER
 GD0888  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0888
 GD0888                         *CURRENT SURVEY CONTROL
 GD0888  ___________________________________________________________________
 GD0888* NAD 83(1986)-  36 05 07.     (N)    089 37 51.     (W)     SCALED    
 GD0888* NAVD 88     -        81.770  (meters)     268.27   (feet)  ADJUSTED  
 GD0888  ___________________________________________________________________
 GD0888  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0888  DYNAMIC HT  -          81.702 (meters)     268.05  (feet)  COMP
 GD0888  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GD0888
 GD0888  VERT ORDER  -  FIRST     CLASS II
 GD0888
 GD0888.The horizontal coordinates were scaled from a topographic map and have
 GD0888.an estimated accuracy of +/- 6 seconds.
 GD0888
 GD0888.The orthometric height was determined by differential leveling
 GD0888.and adjusted by the National Geodetic Survey in June 1991..
 GD0888
 GD0888.The geoid height was determined by GEOID03.
 GD0888
 GD0888.The dynamic height is computed by dividing the NAVD 88
 GD0888.geopotential number by the normal gravity value computed on the
 GD0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0888.degrees latitude (g = 980.6199 gals.).
 GD0888
 GD0888.The modeled gravity was interpolated from observed gravity values.
 GD0888
 GD0888;                    North         East    Units  Estimated Accuracy
 GD0888;SPC TN       -   200,440.      273,070.      MT  (+/- 180 meters Scaled)
 GD0888
 GD0888                          SUPERSEDED SURVEY CONTROL
 GD0888
 GD0888  NGVD 29 (??/??/??)   81.705  (m)          268.06   (f) ADJUSTED    1 2
 GD0888
 GD0888.Superseded values are not recommended for survey control.
 GD0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0888.See file dsdata.txt to determine how the superseded data were derived.
 GD0888
 GD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE631966(NAD 83)
 GD0888_MARKER: DB = BENCH MARK DISK
 GD0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0888_STAMPING: D 96 1957
 GD0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0888+STABILITY: SURFACE MOTION
 GD0888
 GD0888  HISTORY     - Date     Condition        Report By
 GD0888  HISTORY     - 1957     MONUMENTED       CGS
 GD0888  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0888
 GD0888                          STATION DESCRIPTION
 GD0888
 GD0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0888'4.2 MI NE FROM HELOISE.
 GD0888'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0888'LANDING AT HELOISE, THENCE ABOUT 2.15 MILES NORTH ALONG A
 GD0888'GRAVEL ROAD, ABOUT 0.8 MILE NORTHEAST OF BOOTHSPOINT POST
 GD0888'OFFICE, AT A POINT WHERE A PRIVATE DRIVE LEADS NORTHEAST ACROSS
 GD0888'OLD LEVEE TO A FARM HOUSE, 75 FEET EAST AND ACROSS LEVEE FROM
 GD0888'CENTER LINE OF ROAD, 39 FEET EAST OF CENTER OF TOP OF LEVEE,
 GD0888'82 FEET WEST OF NORTHWEST CORNER OF A HOUSE, 43 1/2 FEET NORTH
 GD0888'OF NORTHEAST CORNER OF A MACHINE SHED, 57 FEET NORTHWEST OF A
 GD0888'POWER POLE WITH A TRANSFORMER, 3 FEET EAST OF A FENCE CORNER,
 GD0888'3 FEET WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND
 GD0888'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 GD0888'NOTE-- LEVEE AND ROAD CHANGED, HOUSE MOVED ABOUT ONE QUARTER
 GD0888'MILE EAST.  POST COULD VERY LIKELY BE IN MISSISSIPPI RIVER.
 GD0888
 GD0888                          STATION RECOVERY (1969)
 GD0888
 GD0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0946 ***********************************************************************
 GA0946  DESIGNATION -  D 97
 GA0946  PID         -  GA0946
 GA0946  STATE/COUNTY-  TN/WASHINGTON
 GA0946  USGS QUAD   -  LEESBURG (1971)
 GA0946
 GA0946                         *CURRENT SURVEY CONTROL
 GA0946  ___________________________________________________________________
 GA0946* NAD 83(1986)-  36 19 36.     (N)    082 33 55.     (W)     SCALED    
 GA0946* NAVD 88     -       475.494  (meters)    1560.02   (feet)  ADJUSTED  
 GA0946  ___________________________________________________________________
 GA0946  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0946  DYNAMIC HT  -         475.045 (meters)    1558.54  (feet)  COMP
 GA0946  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 GA0946
 GA0946  VERT ORDER  -  SECOND    CLASS 0
 GA0946
 GA0946.The horizontal coordinates were scaled from a topographic map and have
 GA0946.an estimated accuracy of +/- 6 seconds.
 GA0946
 GA0946.The orthometric height was determined by differential leveling
 GA0946.and adjusted by the National Geodetic Survey in June 1991..
 GA0946
 GA0946.The geoid height was determined by GEOID03.
 GA0946
 GA0946.The dynamic height is computed by dividing the NAVD 88
 GA0946.geopotential number by the normal gravity value computed on the
 GA0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0946.degrees latitude (g = 980.6199 gals.).
 GA0946
 GA0946.The modeled gravity was interpolated from observed gravity values.
 GA0946
 GA0946;                    North         East    Units  Estimated Accuracy
 GA0946;SPC TN       -   226,570.      908,340.      MT  (+/- 180 meters Scaled)
 GA0946
 GA0946                          SUPERSEDED SURVEY CONTROL
 GA0946
 GA0946  NGVD 29 (??/??/92)  475.637  (m)         1560.49   (f) ADJ UNCH    2 0
 GA0946
 GA0946.Superseded values are not recommended for survey control.
 GA0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0946.See file dsdata.txt to determine how the superseded data were derived.
 GA0946
 GA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA595213(NAD 83)
 GA0946_MARKER: DB = BENCH MARK DISK
 GA0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0946_STAMPING: D 107 1935
 GA0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0946+STABILITY: SURFACE MOTION
 GA0946
 GA0946  HISTORY     - Date     Condition        Report By
 GA0946  HISTORY     - 1935     MONUMENTED       CGS
 GA0946
 GA0946                          STATION DESCRIPTION
 GA0946
 GA0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0946'2.4 MI NW FROM FAIRVIEW.
 GA0946'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0946'AT FAIRVIEW, WASHINGTON COUNTY, 200 FEET WEST OF A FARMHOUSE,
 GA0946'36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A
 GA0946'FENCE, AND 6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0946'STAMPED D 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3239 ***********************************************************************
 GA3239  DESIGNATION -  D 97 RESET
 GA3239  PID         -  GA3239
 GA3239  STATE/COUNTY-  TN/WASHINGTON
 GA3239  USGS QUAD   -  LEESBURG (1971)
 GA3239
 GA3239                         *CURRENT SURVEY CONTROL
 GA3239  ___________________________________________________________________
 GA3239* NAD 83(1986)-  36 19 36.     (N)    082 33 55.     (W)     SCALED    
 GA3239* NAVD 88     -       475.67   (meters)    1560.6    (feet)  RESET     
 GA3239  ___________________________________________________________________
 GA3239  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA3239
 GA3239  VERT ORDER  -  THIRD
 GA3239
 GA3239.The horizontal coordinates were scaled from a topographic map and have
 GA3239.an estimated accuracy of +/- 6 seconds.
 GA3239
 GA3239.The orthometric height was computed from unverified reset data.
 GA3239.No vertical observational check was made to the station.
 GA3239
 GA3239.The geoid height was determined by GEOID03.
 GA3239
 GA3239;                    North         East    Units  Estimated Accuracy
 GA3239;SPC TN       -   226,570.      908,340.      MT  (+/- 180 meters Scaled)
 GA3239
 GA3239                          SUPERSEDED SURVEY CONTROL
 GA3239
 GA3239  NGVD 29 (10/12/01)  475.81   (m)         1561.1    (f) RESET       3  
 GA3239
 GA3239.Superseded values are not recommended for survey control.
 GA3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3239.See file dsdata.txt to determine how the superseded data were derived.
 GA3239
 GA3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA595213(NAD 83)
 GA3239_MARKER: DB = BENCH MARK DISK
 GA3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3239_STAMPING: D 97 RESET 1980
 GA3239_MARK LOGO: NGS   
 GA3239_PROJECTION: PROJECTING 8 CENTIMETERS
 GA3239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3239+STABILITY: SURFACE MOTION
 GA3239
 GA3239  HISTORY     - Date     Condition        Report By
 GA3239  HISTORY     - 1980     MONUMENTED       NGS
 GA3239
 GA3239                          STATION DESCRIPTION
 GA3239
 GA3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3239'2.4 MI NW FROM FAIRVIEW.
 GA3239'2.4 MILES NORTHWEST OF FAIRVIEW ALONG STATE HIGHWAY 81 FROMTHE
 GA3239'UNITED METHODIST CHURCH IN FAIRVIEW, 52 FEET NORTHEAST OF THE
 GA3239'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A POWER POLE NO 137112,
 GA3239'AND 5 FEET SOUTHWEST OF A FENCE.
 GA3239'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 GA3239'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0803 ***********************************************************************
 GA0803  DESIGNATION -  D 98
 GA0803  PID         -  GA0803
 GA0803  STATE/COUNTY-  TN/SULLIVAN
 GA0803  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0803
 GA0803                         *CURRENT SURVEY CONTROL
 GA0803  ___________________________________________________________________
 GA0803* NAD 83(1986)-  36 26 44.     (N)    082 32 08.     (W)     SCALED    
 GA0803* NAVD 88     -       458.975  (meters)    1505.82   (feet)  ADJUSTED  
 GA0803  ___________________________________________________________________
 GA0803  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0803  DYNAMIC HT  -         458.549 (meters)    1504.42  (feet)  COMP
 GA0803  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 GA0803
 GA0803  VERT ORDER  -  SECOND    CLASS 0
 GA0803
 GA0803.The horizontal coordinates were scaled from a topographic map and have
 GA0803.an estimated accuracy of +/- 6 seconds.
 GA0803
 GA0803.The orthometric height was determined by differential leveling
 GA0803.and adjusted by the National Geodetic Survey in June 1991..
 GA0803
 GA0803.The geoid height was determined by GEOID03.
 GA0803
 GA0803.The dynamic height is computed by dividing the NAVD 88
 GA0803.geopotential number by the normal gravity value computed on the
 GA0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0803.degrees latitude (g = 980.6199 gals.).
 GA0803
 GA0803.The modeled gravity was interpolated from observed gravity values.
 GA0803
 GA0803;                    North         East    Units  Estimated Accuracy
 GA0803;SPC TN       -   239,850.      910,540.      MT  (+/- 180 meters Scaled)
 GA0803
 GA0803                          SUPERSEDED SURVEY CONTROL
 GA0803
 GA0803  NGVD 29 (??/??/92)  459.114  (m)         1506.28   (f) ADJ UNCH    2 0
 GA0803
 GA0803.Superseded values are not recommended for survey control.
 GA0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0803.See file dsdata.txt to determine how the superseded data were derived.
 GA0803
 GA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA623344(NAD 83)
 GA0803_MARKER: DB = BENCH MARK DISK
 GA0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0803_STAMPING: D 98 1935
 GA0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0803+STABILITY: SURFACE MOTION
 GA0803
 GA0803  HISTORY     - Date     Condition        Report By
 GA0803  HISTORY     - 1935     MONUMENTED       CGS
 GA0803  HISTORY     - 1961     GOOD             NGS
 GA0803
 GA0803                          STATION DESCRIPTION
 GA0803
 GA0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0803'2.4 MI W FROM FORDTOWN.
 GA0803'2.5 MILES SOUTHWEST ALONG THE GREENEVILLE ROAD FROM THE CLINCHFIELD,
 GA0803'CAROLINA AND OHIO RAILWAY STATION AT FORDTOWN, SULLIVAN COUNTY,
 GA0803'AT THE JESSE FAULKERSON RESIDENCE, 72 FEET WEST OF THE CENTERLINE
 GA0803'OF THE ROAD, 72 FEET EAST OF THE HOUSE, 6 FEET EAST OF A 4-INCH
 GA0803'MAPLE TREE, AND 2 FEET WEST OF A WIRE FENCE.  A STANDARD DISK,
 GA0803'STAMPED D 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0793 ***********************************************************************
 GA0793  DESIGNATION -  D 99
 GA0793  PID         -  GA0793
 GA0793  STATE/COUNTY-  TN/GREENE
 GA0793  USGS QUAD   -  MOSHEIM (1971)
 GA0793
 GA0793                         *CURRENT SURVEY CONTROL
 GA0793  ___________________________________________________________________
 GA0793* NAD 83(1986)-  36 11 36.     (N)    082 52 51.     (W)     SCALED    
 GA0793* NAVD 88     -       358.664  (meters)    1176.72   (feet)  ADJUSTED  
 GA0793  ___________________________________________________________________
 GA0793  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0793  DYNAMIC HT  -         358.326 (meters)    1175.61  (feet)  COMP
 GA0793  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 GA0793
 GA0793  VERT ORDER  -  SECOND    CLASS 0
 GA0793
 GA0793.The horizontal coordinates were scaled from a topographic map and have
 GA0793.an estimated accuracy of +/- 6 seconds.
 GA0793
 GA0793.The orthometric height was determined by differential leveling
 GA0793.and adjusted by the National Geodetic Survey in June 1991..
 GA0793
 GA0793.The geoid height was determined by GEOID03.
 GA0793
 GA0793.The dynamic height is computed by dividing the NAVD 88
 GA0793.geopotential number by the normal gravity value computed on the
 GA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0793.degrees latitude (g = 980.6199 gals.).
 GA0793
 GA0793.The modeled gravity was interpolated from observed gravity values.
 GA0793
 GA0793;                    North         East    Units  Estimated Accuracy
 GA0793;SPC TN       -   210,840.      880,490.      MT  (+/- 180 meters Scaled)
 GA0793
 GA0793                          SUPERSEDED SURVEY CONTROL
 GA0793
 GA0793  NGVD 29 (??/??/92)  358.795  (m)         1177.15   (f) ADJ UNCH    2 0
 GA0793
 GA0793.Superseded values are not recommended for survey control.
 GA0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0793.See file dsdata.txt to determine how the superseded data were derived.
 GA0793
 GA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA308070(NAD 83)
 GA0793_MARKER: DB = BENCH MARK DISK
 GA0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0793_STAMPING: D 99 1935
 GA0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0793+STABILITY: SURFACE MOTION
 GA0793
 GA0793  HISTORY     - Date     Condition        Report By
 GA0793  HISTORY     - 1935     MONUMENTED       CGS
 GA0793  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA0793  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA0793
 GA0793                          STATION DESCRIPTION
 GA0793
 GA0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA0793'3.6 MI NW FROM GREENEVILLE.
 GA0793'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE AT
 GA0793'GREENEVILLE, GREENE COUNTY, 500 FEET NORTH OF THE CROSSING OF
 GA0793'A POWER LINE, 35 YARDS SOUTHEAST OF A CONCRETE BRIDGE OVER A
 GA0793'CREEK, AT THE JUNCTION OF A COUNTY ROAD, 25 YARDS EAST OF THE
 GA0793'CENTERLINE OF THE ROAD, 10 YARDS NORTHEAST OF THE CENTERLINE
 GA0793'OF THE HIGHWAY, 13 YARDS WEST OF THE SOUTH CORNER OF A ONE-STORY
 GA0793'FRAME HOUSE, AND 3-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 GA0793'DISK, STAMPED D 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0793
 GA0793                          STATION RECOVERY (1981)
 GA0793
 GA0793'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0690 ***********************************************************************
 GC0690  DESIGNATION -  DABBS
 GC0690  PID         -  GC0690
 GC0690  STATE/COUNTY-  TN/DAVIDSON
 GC0690  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0690
 GC0690                         *CURRENT SURVEY CONTROL
 GC0690  ___________________________________________________________________
 GC0690* NAD 83(1995)-  36 08 44.93263(N)    086 41 57.16847(W)     ADJUSTED  
 GC0690* NAVD 88     -       166.274  (meters)     545.52   (feet)  ADJUSTED  
 GC0690  ___________________________________________________________________
 GC0690  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GC0690  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0690  DYNAMIC HT  -         166.132 (meters)     545.05  (feet)  COMP
 GC0690  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0690
 GC0690  HORZ ORDER  -  SECOND
 GC0690  VERT ORDER  -  SECOND    CLASS 0
 GC0690
 GC0690.The horizontal coordinates were established by classical geodetic methods
 GC0690.and adjusted by the National Geodetic Survey in April 1999..
 GC0690
 GC0690.The orthometric height was determined by differential leveling
 GC0690.and adjusted by the National Geodetic Survey in June 1991..
 GC0690
 GC0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0690
 GC0690.The geoid height was determined by GEOID03.
 GC0690
 GC0690.The dynamic height is computed by dividing the NAVD 88
 GC0690.geopotential number by the normal gravity value computed on the
 GC0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0690.degrees latitude (g = 980.6199 gals.).
 GC0690
 GC0690.The modeled gravity was interpolated from observed gravity values.
 GC0690
 GC0690;                    North         East     Units Scale Factor Converg.
 GC0690;SPC TN       -   201,319.177   537,075.450   MT  0.99996316   -0 24 33.7
 GC0690;SPC TN       -   660,494.67  1,762,055.04   sFT  0.99996316   -0 24 33.7
 GC0690;UTM  16      - 4,000,163.518   527,059.221   MT  0.99960902   +0 10 38.7
 GC0690
 GC0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0690!SPC TN       -   0.99997850  x   0.99996316  =   0.99994166
 GC0690!UTM  16      -   0.99997850  x   0.99960902  =   0.99958752
 GC0690
 GC0690|---------------------------------------------------------------------|
 GC0690| PID    Reference Object                     Distance      Geod. Az  |
 GC0690|                                                           dddmmss.s |
 GC0690| GC0691 DABBS RM 1                           22.128 METERS 14940     |
 GC0690| GC0692 DABBS AZ MK                                        1713109.9 |
 GC0690| GC0689 DABBS RM 2                           21.999 METERS 32340     |
 GC0690|---------------------------------------------------------------------|
 GC0690
 GC0690                          SUPERSEDED SURVEY CONTROL
 GC0690
 GC0690  NAD 83(1995)-  36 08 44.93474(N)    086 41 57.17076(W) AD(       ) 2
 GC0690  NAD 83(1995)-  36 08 44.93698(N)    086 41 57.17027(W) AD(       ) 2
 GC0690  NAD 83(1986)-  36 08 44.94274(N)    086 41 57.17147(W) AD(       ) 2
 GC0690  NAD 27      -  36 08 44.73810(N)    086 41 57.18020(W) AD(       ) 2
 GC0690  NGVD 29 (??/??/92)  166.295  (m)          545.59   (f) ADJ UNCH    2 0
 GC0690
 GC0690.Superseded values are not recommended for survey control.
 GC0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0690.See file dsdata.txt to determine how the superseded data were derived.
 GC0690
 GC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2705900164(NAD 83)
 GC0690_MARKER: DE = TRAVERSE STATION DISK
 GC0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0690_STAMPING: DABBS 1959
 GC0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0690+STABILITY: SURFACE MOTION
 GC0690
 GC0690  HISTORY     - Date     Condition        Report By
 GC0690  HISTORY     - 1959     MONUMENTED       CGS
 GC0690  HISTORY     - 1960     GOOD             NGS
 GC0690  HISTORY     - 1964     GOOD             CGS
 GC0690
 GC0690                          STATION DESCRIPTION
 GC0690
 GC0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0690'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF DOWNTOWN
 GC0690'NASHVILLE AND 2-1/2 MILES NORTH-NORTHWEST OF NASHVILLE MUNUCIPAL
 GC0690'AIRPORT.
 GC0690'
 GC0690'TO REACH FROM THE JUNCTION OF MURFREESBORO PIKE AND ELM HILL PIKE IN
 GC0690'EAST NASHVILLE, GO EAST ON ELM HILL PIKE FOR 2.45 MILE TO A FORK,
 GC0690'ELM HILL PIKE CONTINUES ON TO THE LEFT AND DABBS AVENUE TURNS RIGHT,
 GC0690'TURN RIGHT, SOUTHEAST, AND FOLLOW DABBS AVENUE FOR 0.55 MILE TO A
 GC0690'FARM ROAD LEFT, NORTH, TURN SHARP LEFT AND GO 0.25 MILE TO A CATTLE
 GC0690'SHED, TURN LEFT AROUND CATTLE SHED AND GO 0.05 MILE TO A FARM
 GC0690'ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.05 TO A FORK AT A HAY SHED,
 GC0690'TAKE RIGHT FORK, NORTH, PASSING THROUGH A WOODEN GATE AND GO 0.1
 GC0690'MILE TO THE STATION JUST WEST OF A WIRE FENCE.
 GC0690'
 GC0690'THE STATION IS 5 FEET NORTH OF A WITNESS SIGN AND 1 FOOT WEST OF A
 GC0690'FNCE.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 GC0690'POST SET FLUSH WITH THE GROUND AND IS STAMPED DABBS 1959.
 GC0690'
 GC0690'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 GC0690'WEST OF A FENCE.  IT IS A STANDARD DISC SET IN THE TOP OF A SQUARE
 GC0690'CONCRETE POST SET FLUSH WITH THE GROUND AND AND IS STAMPED DABBS NO.
 GC0690'1 1959.
 GC0690'
 GC0690'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF AN 8 INCH CEDAR TREE AND 1
 GC0690'FOOT WEST OF A FENCE.  IT IS A STANDARD DISC SET IN THE TOP OF A
 GC0690'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS STAMPED DABBS
 GC0690'NO. 2 1959.
 GC0690'
 GC0690'THE AZIMUTH MARK IS 30 FEET EAST OF A LARGE OAK TREE, 21 FEET NORTH
 GC0690'OF THE CENTER OF DABBS AVENUE AND 2 FEET WEST OF A WITNESS SIGN.
 GC0690'IT IS A STANDARD DISC SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GC0690'PROJECTS 2 INCHES AND IS STAMPED DABBS 1959.
 GC0690'
 GC0690'TO REACH THE AZIMUTH MARK FROM THE FARM ROAD LEFT MENTIONED IN THE
 GC0690'DESCRIPTION AND DABBS AVENUE, CONTINUE SOUTHEAST ON DABBS AVENUE
 GC0690'FOR 50 FEET TO THE MARK ON THE LEFT.
 GC0690'
 GC0690'HEIGHT OF LIGHT ABOVE STATION MARK 18.00 METERS.
 GC0690
 GC0690                          STATION RECOVERY (1960)
 GC0690
 GC0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0690'7.2 MI E FROM NASHVILLE.
 GC0690'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0690'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0690'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.9 MILE EAST ON
 GC0690'U.S. HIGHWAY 70S, THEN 0.6 MILE NORTH ON SPENCE LANE, THEN 0.8
 GC0690'MILE EAST ON ELM HILL PIKE, THEN 0.35 MILE EAST ON A PRIVATE
 GC0690'DRIVE TO A HOUSE, THEN GO ABOUT 0.15 MILE NORTH.  THE STATION
 GC0690'MARK IS ABOUT 160 FT. NORTHEAST OF THE NORTHEAST LEG OF A HIGH
 GC0690'LINE TOWER, 1.2 FT. SOUTHWEST OF A FENCE, 1.5 FT. NORTHWEST OF
 GC0690'A WITNESS SIGN AND THE NORTH EDGE OF A FIELD.  THE DISK IS SET
 GC0690'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0690
 GC0690                          STATION RECOVERY (1964)
 GC0690
 GC0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 GC0690'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 GC0690'PREVIOUS DESCRIPTION ADEQUATE EXCEPT FOR THE FOLLOWING--DABBS AVE.
 GC0690'HAS BEEN CLOSED OFF BETWEEN THE STATION AND THE AZIMUTH MARK BY THE
 GC0690'CONSTRUCTION OF INTERSTATE 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0692 ***********************************************************************
 GC0692  DESIGNATION -  DABBS AZ MK
 GC0692  PID         -  GC0692
 GC0692  STATE/COUNTY-  TN/DAVIDSON
 GC0692  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0692
 GC0692                         *CURRENT SURVEY CONTROL
 GC0692  ___________________________________________________________________
 GC0692* NAD 83(1986)-  36 08 24.     (N)    086 41 54.     (W)     SCALED    
 GC0692* NAVD 88     -       168.414  (meters)     552.54   (feet)  ADJUSTED  
 GC0692  ___________________________________________________________________
 GC0692  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0692  DYNAMIC HT  -         168.270 (meters)     552.07  (feet)  COMP
 GC0692  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 GC0692
 GC0692  VERT ORDER  -  SECOND    CLASS 0
 GC0692
 GC0692.The horizontal coordinates were scaled from a topographic map and have
 GC0692.an estimated accuracy of +/- 6 seconds.
 GC0692
 GC0692.The orthometric height was determined by differential leveling
 GC0692.and adjusted by the National Geodetic Survey in June 1991..
 GC0692
 GC0692.The geoid height was determined by GEOID03.
 GC0692
 GC0692.The dynamic height is computed by dividing the NAVD 88
 GC0692.geopotential number by the normal gravity value computed on the
 GC0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0692.degrees latitude (g = 980.6199 gals.).
 GC0692
 GC0692.The modeled gravity was interpolated from observed gravity values.
 GC0692
 GC0692;                    North         East    Units  Estimated Accuracy
 GC0692;SPC TN       -   200,670.      537,150.      MT  (+/- 180 meters Scaled)
 GC0692
 GC0692                          SUPERSEDED SURVEY CONTROL
 GC0692
 GC0692  NGVD 29 (??/??/92)  168.435  (m)          552.61   (f) ADJ UNCH    2 0
 GC0692
 GC0692.Superseded values are not recommended for survey control.
 GC0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0692.See file dsdata.txt to determine how the superseded data were derived.
 GC0692
 GC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE271995(NAD 83)
 GC0692_MARKER: DZ = AZIMUTH MARK DISK
 GC0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0692_STAMPING: DABBS 1959
 GC0692_MARK LOGO: CGS   
 GC0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0692+STABILITY: SURFACE MOTION
 GC0692
 GC0692  HISTORY     - Date     Condition        Report By
 GC0692  HISTORY     - 1959     MONUMENTED       CGS
 GC0692  HISTORY     - 1960     GOOD             NGS
 GC0692
 GC0692                          STATION DESCRIPTION
 GC0692
 GC0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0692'7.3 MI E FROM NASHVILLE.
 GC0692'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0692'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0692'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.9 MILE EAST ON
 GC0692'U.S. HIGHWAY 70S, THEN 0.6 MILE NORTH ON SPENCE LANE, THEN 0.8
 GC0692'MILE EAST ON ELM HILL PIKE, THEN 0.6 MILE SOUTHEAST ON DABBS
 GC0692'AVENUE.  THE MARK IS 33 FT. EAST OF A 40-INCH OAK TREE, 29 FT.
 GC0692'NORTH AND ACROSS THE ROAD FROM A TELEPHONE POLE, 18 FT. NORTH
 GC0692'OF THE CENTER OF DABBS AVENUE, AND 2.2 FT. WEST OF A WITNESS
 GC0692'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 GC0692'INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0691 ***********************************************************************
 GC0691  DESIGNATION -  DABBS RM 1
 GC0691  PID         -  GC0691
 GC0691  STATE/COUNTY-  TN/DAVIDSON
 GC0691  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0691
 GC0691                         *CURRENT SURVEY CONTROL
 GC0691  ___________________________________________________________________
 GC0691* NAD 83(1986)-  36 08 44.     (N)    086 41 57.     (W)     SCALED    
 GC0691* NAVD 88     -       165.130  (meters)     541.76   (feet)  ADJUSTED  
 GC0691  ___________________________________________________________________
 GC0691  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0691  DYNAMIC HT  -         164.989 (meters)     541.30  (feet)  COMP
 GC0691  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0691
 GC0691  VERT ORDER  -  SECOND    CLASS 0
 GC0691
 GC0691.The horizontal coordinates were scaled from a topographic map and have
 GC0691.an estimated accuracy of +/- 6 seconds.
 GC0691
 GC0691.The orthometric height was determined by differential leveling
 GC0691.and adjusted by the National Geodetic Survey in June 1991..
 GC0691
 GC0691.The geoid height was determined by GEOID03.
 GC0691
 GC0691.The dynamic height is computed by dividing the NAVD 88
 GC0691.geopotential number by the normal gravity value computed on the
 GC0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0691.degrees latitude (g = 980.6199 gals.).
 GC0691
 GC0691.The modeled gravity was interpolated from observed gravity values.
 GC0691
 GC0691;                    North         East    Units  Estimated Accuracy
 GC0691;SPC TN       -   201,290.      537,080.      MT  (+/- 180 meters Scaled)
 GC0691
 GC0691                          SUPERSEDED SURVEY CONTROL
 GC0691
 GC0691  NGVD 29 (??/??/92)  165.151  (m)          541.83   (f) ADJ UNCH    2 0
 GC0691
 GC0691.Superseded values are not recommended for survey control.
 GC0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0691.See file dsdata.txt to determine how the superseded data were derived.
 GC0691
 GC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF270001(NAD 83)
 GC0691_MARKER: DR = REFERENCE MARK DISK
 GC0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0691_STAMPING: DABBS NO 1 1959
 GC0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0691+STABILITY: SURFACE MOTION
 GC0691
 GC0691  HISTORY     - Date     Condition        Report By
 GC0691  HISTORY     - 1959     MONUMENTED       CGS
 GC0691  HISTORY     - 1960     GOOD             NGS
 GC0691
 GC0691                          STATION DESCRIPTION
 GC0691
 GC0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0691'7.2 MI E FROM NASHVILLE.
 GC0691'THIS MARK IS LOCATED AT THE DABBS 1959 STATION SITE, 72.6 FT.
 GC0691'SOUTHEAST OF THE STATION MARK, 60 FT. NORTHWEST OF A FENCE
 GC0691'CORNER, AND 1.2 FT. SOUTHWEST OF A FENCE.  THE DISK IS SET IN TOP
 GC0691'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0689 ***********************************************************************
 GC0689  DESIGNATION -  DABBS RM 2
 GC0689  PID         -  GC0689
 GC0689  STATE/COUNTY-  TN/DAVIDSON
 GC0689  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0689
 GC0689                         *CURRENT SURVEY CONTROL
 GC0689  ___________________________________________________________________
 GC0689* NAD 83(1986)-  36 08 44.     (N)    086 41 57.     (W)     SCALED    
 GC0689* NAVD 88     -       166.353  (meters)     545.78   (feet)  ADJUSTED  
 GC0689  ___________________________________________________________________
 GC0689  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC0689  DYNAMIC HT  -         166.212 (meters)     545.31  (feet)  COMP
 GC0689  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GC0689
 GC0689  VERT ORDER  -  SECOND    CLASS 0
 GC0689
 GC0689.The horizontal coordinates were scaled from a topographic map and have
 GC0689.an estimated accuracy of +/- 6 seconds.
 GC0689
 GC0689.The orthometric height was determined by differential leveling
 GC0689.and adjusted by the National Geodetic Survey in June 1991..
 GC0689
 GC0689.The geoid height was determined by GEOID03.
 GC0689
 GC0689.The dynamic height is computed by dividing the NAVD 88
 GC0689.geopotential number by the normal gravity value computed on the
 GC0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0689.degrees latitude (g = 980.6199 gals.).
 GC0689
 GC0689.The modeled gravity was interpolated from observed gravity values.
 GC0689
 GC0689;                    North         East    Units  Estimated Accuracy
 GC0689;SPC TN       -   201,290.      537,080.      MT  (+/- 180 meters Scaled)
 GC0689
 GC0689                          SUPERSEDED SURVEY CONTROL
 GC0689
 GC0689  NGVD 29 (??/??/92)  166.375  (m)          545.85   (f) ADJ UNCH    2 0
 GC0689
 GC0689.Superseded values are not recommended for survey control.
 GC0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0689.See file dsdata.txt to determine how the superseded data were derived.
 GC0689
 GC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF270001(NAD 83)
 GC0689_MARKER: DR = REFERENCE MARK DISK
 GC0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0689_STAMPING: DABBS NO 2 1959
 GC0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0689+STABILITY: SURFACE MOTION
 GC0689
 GC0689  HISTORY     - Date     Condition        Report By
 GC0689  HISTORY     - 1959     MONUMENTED       CGS
 GC0689  HISTORY     - 1960     GOOD             NGS
 GC0689
 GC0689                          STATION DESCRIPTION
 GC0689
 GC0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0689'7.2 MI E FROM NASHVILLE.
 GC0689'THIS MARK IS LOCATED AT THE DABBS 1959 STATION SITE, 72 FT.
 GC0689'NORTHWEST OF THE STATION MARK, 15 FT. SOUTHEAST OF A LONE CEDAR
 GC0689'TREE AND 1.2 FT. SOUTHWEST OF A FENCE.  THE DISK IS SET IN TOP
 GC0689'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2466 ***********************************************************************
 FE2466  DESIGNATION -  DAIN
 FE2466  PID         -  FE2466
 FE2466  STATE/COUNTY-  TN/HARDEMAN
 FE2466  USGS QUAD   -  BOLIVAR WEST (1981)
 FE2466
 FE2466                         *CURRENT SURVEY CONTROL
 FE2466  ___________________________________________________________________
 FE2466* NAD 83(1995)-  35 17 39.29087(N)    089 06 54.82602(W)     ADJUSTED  
 FE2466* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 FE2466  ___________________________________________________________________
 FE2466  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 FE2466  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2466
 FE2466  HORZ ORDER  -  THIRD
 FE2466
 FE2466.The horizontal coordinates were established by classical geodetic methods
 FE2466.and adjusted by the National Geodetic Survey in April 1999..
 FE2466
 FE2466.The orthometric height was scaled from a topographic map.
 FE2466
 FE2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2466
 FE2466.The geoid height was determined by GEOID03.
 FE2466
 FE2466;                    North         East     Units Scale Factor Converg.
 FE2466;SPC TN       -   111,123.008   316,688.169   MT  0.99999249   -1 49 25.6
 FE2466;SPC TN       -   364,576.07  1,039,001.10   sFT  0.99999249   -1 49 25.6
 FE2466;UTM  16      - 3,907,726.646   307,660.680   MT  1.00005593   -1 13 21.0
 FE2466
 FE2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2466!SPC TN       -   0.99997894  x   0.99999249  =   0.99997143
 FE2466!UTM  16      -   0.99997894  x   1.00005593  =   1.00003487
 FE2466
 FE2466:                Primary Azimuth Mark                     Grid Az
 FE2466:SPC TN       -  BOLIVAR WESTERN ST HOSP TANK             107 15 41.2
 FE2466:UTM  16      -  BOLIVAR WESTERN ST HOSP TANK             106 39 36.6
 FE2466
 FE2466|---------------------------------------------------------------------|
 FE2466| PID    Reference Object                     Distance      Geod. Az  |
 FE2466|                                                           dddmmss.s |
 FE2466| FE2465 BOLIVAR WESTERN ST HOSP TANK        APPROX. 8.3 KM 1052615.6 |
 FE2466| FE2282 BOLIVAR N MUNICIPAL TANK            APPROX.11.9 KM 1094512.7 |
 FE2466| CG3893 DAIN RM 1                            25.045 METERS 11203     |
 FE2466| CG3894 DAIN RM 2                            23.967 METERS 29912     |
 FE2466| CG3892 DAIN AZ MK                                         3050433.5 |
 FE2466| FE2469 WHITEVILLE MUNICIPAL TANK           APPROX. 4.7 KM 3190649.6 |
 FE2466|---------------------------------------------------------------------|
 FE2466
 FE2466                          SUPERSEDED SURVEY CONTROL
 FE2466
 FE2466  NAD 83(1995)-  35 17 39.29616(N)    089 06 54.82755(W) AD(       ) 3
 FE2466  NAD 83(1995)-  35 17 39.29730(N)    089 06 54.82805(W) AD(       ) 3
 FE2466  NAD 83(1986)-  35 17 39.30283(N)    089 06 54.82638(W) AD(       ) 3
 FE2466  NAD 27      -  35 17 39.00520(N)    089 06 54.59480(W) AD(       ) 3
 FE2466
 FE2466.Superseded values are not recommended for survey control.
 FE2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2466.See file dsdata.txt to determine how the superseded data were derived.
 FE2466
 FE2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0766107727(NAD 83)
 FE2466_MARKER: DS = TRIANGULATION STATION DISK
 FE2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2466
 FE2466  HISTORY     - Date     Condition        Report By
 FE2466  HISTORY     - 1958     MONUMENTED       CGS
 FE2466
 FE2466                          STATION DESCRIPTION
 FE2466
 FE2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2466'THE STATION IS ABOUT 2.5 MILES SOUTHEAST OF WHITEVILLE AND ABOUT 8
 FE2466'MILES NORTHWEST OF BOLIVAR ON THE SOUTH SIDE OF U.S. HIGHWAY
 FE2466'64. IT IS ON PROPERTY OWNED BY MR. JAMES W. BISHOP. IT IS 43 FEET
 FE2466'SOUTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 64, 12 FEET
 FE2466'SOUTHWEST OF A BOARD FENCE, 32 FEET SOUTHEAST OF THE CENTERLINE OF A
 FE2466'GRAVELED DRIVEWAY, AND 11 FEET SOUTHWEST OF A WHITE WITNESS POST.
 FE2466'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DAIN 1958.
 FE2466'
 FE2466'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 FE2466'WHITEVILLE, GO SOUTHEAST ON U.S. HIGHWAY 64 FOR 3.05 MILES TO THE
 FE2466'AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTHEAST ON HIGHWAY 64 FOR 0.25
 FE2466'MILE TO THE STATION ON THE RIGHT.
 FE2466'
 FE2466'REFERENCE MARK 1 IS 33 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 FE2466'HIGHWAY 64, 82 FEET SOUTHEAST OF A WHITE WITNESS POST, AND 1 FOOT
 FE2466'SOUTHWEST OF A BOARD FENCE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2466'STAMPED DAIN NO 1 1958.
 FE2466'
 FE2466'REFERENCE MARK 2 IS 79 FEET WEST OF A WHITE WITNESS POST, 47 FEET
 FE2466'NORTHWEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 11 FEET
 FE2466'SOUTHWEST OF A BOARD FENCE, 44 FEET SOUTHWEST OF THE CENTERLINE OF
 FE2466'U.S. HIGHWAY 64 AND 6 INCHES SOUTHEAST OF A WIRE FENCE. THE
 FE2466'MONUMENT IS FLUSH AND THE DISK IS STAMPED DAIN NO 2 1958.
 FE2466'
 FE2466'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 FE2466'HIGHWAY 64, 6 FEET SOUTHEAST OF A WHITE WITNESS POST AND 6 INCHES
 FE2466'NORTHEAST OF A WIRE FENCE. THE MONUMENT PROJECTS 1 INCH AND THE DISK
 FE2466'IS STAMPED DAIN 1958.
 FE2466'
 FE2466'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1583 ***********************************************************************
 GB1583  DESIGNATION -  DALE
 GB1583  PID         -  GB1583
 GB1583  STATE/COUNTY-  TN/CLAY
 GB1583  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1583
 GB1583                         *CURRENT SURVEY CONTROL
 GB1583  ___________________________________________________________________
 GB1583* NAD 83(1995)-  36 32 41.96518(N)    085 27 47.02112(W)     ADJUSTED  
 GB1583* NAVD 88     -       167.197  (meters)     548.55   (feet)  ADJUSTED  
 GB1583  ___________________________________________________________________
 GB1583  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GB1583  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1583  DYNAMIC HT  -         167.053 (meters)     548.07  (feet)  COMP
 GB1583  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GB1583
 GB1583  HORZ ORDER  -  SECOND
 GB1583  VERT ORDER  -  SECOND    CLASS 0
 GB1583
 GB1583.The horizontal coordinates were established by classical geodetic methods
 GB1583.and adjusted by the National Geodetic Survey in April 1999..
 GB1583
 GB1583.The orthometric height was determined by differential leveling
 GB1583.and adjusted by the National Geodetic Survey in June 1991..
 GB1583
 GB1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1583
 GB1583.The geoid height was determined by GEOID03.
 GB1583
 GB1583.The dynamic height is computed by dividing the NAVD 88
 GB1583.geopotential number by the normal gravity value computed on the
 GB1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1583.degrees latitude (g = 980.6199 gals.).
 GB1583
 GB1583.The modeled gravity was interpolated from observed gravity values.
 GB1583
 GB1583;                    North         East     Units Scale Factor Converg.
 GB1583;SPC TN       -   245,520.545   648,078.048   MT  1.00002528   +0 18 51.6
 GB1583;SPC TN       -   805,511.99  2,126,236.06   sFT  1.00002528   +0 18 51.6
 GB1583;SPC KY1Z     - 1,023,531.574 1,525,696.647   MT  1.00017223   +0 10 34.2
 GB1583;SPC KY1Z     - 3,358,036.51  5,005,556.42   sFT  1.00017223   +0 10 34.2
 GB1583;SPC KY S     -   523,527.566   525,693.239   MT  1.00003952   +0 10 26.5
 GB1583;SPC KY S     - 1,717,606.69  1,724,711.90   sFT  1.00003952   +0 10 26.5
 GB1583;UTM  16      - 4,045,497.417   637,566.113   MT  0.99983316   +0 54 55.2
 GB1583
 GB1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1583!SPC TN       -   0.99997855  x   1.00002528  =   1.00000383
 GB1583!SPC KY1Z     -   0.99997855  x   1.00017223  =   1.00015077
 GB1583!SPC KY S     -   0.99997855  x   1.00003952  =   1.00001807
 GB1583!UTM  16      -   0.99997855  x   0.99983316  =   0.99981171
 GB1583
 GB1583:                Primary Azimuth Mark                     Grid Az
 GB1583:SPC TN       -  DALE AZ MK                               053 55 11.3
 GB1583:SPC KY1Z     -  DALE AZ MK                               054 03 28.7
 GB1583:SPC KY S     -  DALE AZ MK                               054 03 36.4
 GB1583:UTM  16      -  DALE AZ MK                               053 19 07.7
 GB1583
 GB1583|---------------------------------------------------------------------|
 GB1583| PID    Reference Object                     Distance      Geod. Az  |
 GB1583|                                                           dddmmss.s |
 GB1583| GB1581 DALE AZ MK                                         0541402.9 |
 GB1583| GB1582 DALE RM 1                            20.509 METERS 08620     |
 GB1583| GB1584 DALE RM 2                            19.432 METERS 25520     |
 GB1583|---------------------------------------------------------------------|
 GB1583
 GB1583                          SUPERSEDED SURVEY CONTROL
 GB1583
 GB1583  NAD 83(1995)-  36 32 41.96572(N)    085 27 47.02159(W) AD(       ) 2
 GB1583  NAD 83(1995)-  36 32 41.97456(N)    085 27 47.02594(W) AD(       ) 2
 GB1583  NAD 83(1986)-  36 32 41.97584(N)    085 27 47.02574(W) AD(       ) 2
 GB1583  NAD 27      -  36 32 41.75297(N)    085 27 47.14094(W) AD(       ) 2
 GB1583  NGVD 29 (??/??/92)  167.306  (m)          548.90   (f) ADJ UNCH    2 0
 GB1583
 GB1583.Superseded values are not recommended for survey control.
 GB1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1583.See file dsdata.txt to determine how the superseded data were derived.
 GB1583
 GB1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3756645497(NAD 83)
 GB1583_MARKER: DD = SURVEY DISK
 GB1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1583_STAMPING: DALE 1966
 GB1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1583+STABILITY: SURFACE MOTION
 GB1583
 GB1583  HISTORY     - Date     Condition        Report By
 GB1583  HISTORY     - 1966     MONUMENTED       TNHD
 GB1583  HISTORY     - 1971     GOOD             NGS
 GB1583  HISTORY     - 1971     GOOD             NGS
 GB1583
 GB1583                          STATION DESCRIPTION
 GB1583
 GB1583'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1583'THE STATION IS ABOUT 2-1/2 MILES EAST OF CELINA AND ABOUT 1 MILE
 GB1583'NORTHWEST OF DALE HOLLOW DAM.
 GB1583'
 GB1583'TO REACH THE STATION FROM THE NORTH END OF DALE HOLLOW DAM, ABOUT 3
 GB1583'MILES EAST OF CELINA, GO NORTHWESTERLY ON A PAVED ROAD FOR 0.95
 GB1583'MILE TO STATE ROUTE 53 AND THE MARK IN THE TRIANGLE OF THE JUNCTION.
 GB1583'
 GB1583'THE STATION IS 23 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB1583'53 AND 1.1 FEET NORTH OF A WITNESS SIGN ATTACHED TO A METAL POST
 GB1583'SUPPORTING A METAL SIGN, DALE HOLLOW DAM.  THE SURFACE AND
 GB1583'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB1583'DISKS AND THE DISKS ARE STAMPED DALE 1966.  THE UNDERGROUND MARK IS
 GB1583'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET
 GB1583'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1583'
 GB1583'REFERENCE MARK NO. 1 IS 50 FEET WEST OF UTILITY POLE NO. 45 AND 45
 GB1583'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 53.  THE MARK
 GB1583'IS A STADARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1583'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1583'STAMPED DALE RM-1 1966.
 GB1583'
 GB1583'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB1583'STATE ROUTE 53.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB1583'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1583'MONUMENT AND THE DISK IS STAMPED DALE RM-2 1966.
 GB1583'
 GB1583'THE AZIMUTH MARK IS 14 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB1583'STATE ROUTE 53, 7.4 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN
 GB1583'AND 4 FEET SOUTHWEST OF A HIGHWAY SIGN.  THE MARK IS A STANDARD
 GB1583'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1583'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED DALE AZI
 GB1583'1966.
 GB1583'
 GB1583'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON STATE
 GB1583'ROUTE 53 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 GB1583'
 GB1583'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1583'
 GB1583'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1583
 GB1583                          STATION RECOVERY (1971)
 GB1583
 GB1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GB1583'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GB1583'RECOVERED IN EXCELLENT CONDITION.  THE CONCRETE MONUMENT FOR
 GB1583'REFERENCE MARK NO. 2 HAD BEEN CREASED ALONG THE NORTH SIDE BY THE
 GB1583'BLADE OF A GRADER, BUT WAS FIRM IN THE GROUND.  THE STATION MARK
 GB1583'IS NOW INSIDE A LANDSCAPED STONE PLANTER AND IS COVERED BY ABOUT 18
 GB1583'INCHES OF PLANTING SOIL.  THE MARK WAS UNCOVERED AND A SLEEVE MADE
 GB1583'FROM AN 18-INCH LENGTH OF 10-INCH STEEL PIPE WITH A LID SECURED BY
 GB1583'TWO BOLTS, WAS CENTERED OVER THE MARK AND BROUGHT FLUSH WITH THE
 GB1583'PLANTING SURFACE.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 GB1583'ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS.  IN
 GB1583'CHECKING THE ANGLES OBSERVED THIS DATE AGAINST THOSE OBSERVED IN
 GB1583'1966, A DISCREPANCY OF -02 MIN 05.4 SEC WAS NOTED FOR REFERENCE MARK
 GB1583'NO. 2.  IN CHECKING THE HORIZONTAL MEASURED DISTANCES
 GB1583'BETWEEN THE STATION AND THE REFERENCE MARKS, A DESCREPANCY OF +0.03
 GB1583'OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 2.
 GB1583'
 GB1583'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GB1583'
 GB1583'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE ROUTE 53 ABOUT
 GB1583'2.5 MILES EAST OF CELINA, AND ABOUT 1.0 MILE NORTHEAST OF THE
 GB1583'SITE OF THE DALE HOLLOW DAM OF THE OBEY RIVER.
 GB1583'
 GB1583'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 52 AND 53 ONE
 GB1583'BLOCK EAST OF THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE
 GB1583'SQUARE IN CELINA, GO EASTERLY ON NORTHEASTERLY ON STATE ROUTE 53 FOR
 GB1583'2.9 MILES TO A PAVED ROAD ON THE RIGHT LEADING INTO THE DALE HOLLOW
 GB1583'DAM SITE, AND THE STATION IN A LANDSCAPED STONE PLANTER IN THE
 GB1583'TRIANGLE FORMED BY THE HIGHWAY AND ENTRANCE ROADS TO THE DAM
 GB1583'SITE.
 GB1583'
 GB1583'THE STATION IS 112 FEET WEST AND ACROSS THE EAST ENTRANCE ROAD FROM A
 GB1583'GUYED POWERLINE POLE, 29 FEET SOUTH OF THE APPROXIMATE CENTER
 GB1583'OF STATE ROUTE 53, 23.5 FEET NORTH OF THE SOUTH CORNER OF THE STONE
 GB1583'PLANTER, 16.7 FEET WEST OF THE EAST CORNER OF THE STONE PLANTER,
 GB1583'13.8 FEET EAST OF THE WEST CORNER OF THE STONE PLANTER, 5.8 FEET
 GB1583'NORTH OF THE NORTH END OF A LARGE SIGN DALE HOLLOW DAM U.S. ARMY
 GB1583'CORPS OF ENGINEERS, AND 2.0 FEET SOUTH OF THE NORTH WALL OF THE STONE
 GB1583'PLANTER.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB1583'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 18
 GB1583'INCHES BELOW THE SURFACE OF THE PLANTER AND SURROUNDED BY AN 18-INCH
 GB1583'LENGTH OF 10-INCH STEEL PIPE WITH BOLTED COVER, AND THE DISK IS
 GB1583'STAMPED DALE 1966.
 GB1583'
 GB1583'REFERENCE MARK NO. 1 IS EAST ACROSS THE EAST ENTRANCE ROAD FROM THE
 GB1583'STATION, 69 FEET EAST OF THE SOUTH CORNER OF THE STONE PLANTER,
 GB1583'50 FEET WEST OF A GUYED POWERLINE POLE, 43 FEET SOUTH OF THE
 GB1583'APPROXIMATE CENTER OF STATE ROUTE 53, 27 FEET SOUTHEAST OF THE
 GB1583'APPROXIMATE CENTER OF THE EAST ENTRANCE ROAD, AND 0.8 OF A FOOT WEST
 GB1583'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE
 GB1583'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GB1583'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED DALE RM-1
 GB1583'1966.
 GB1583'
 GB1583'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST AND ACROSS THE WEST ENTRANCE
 GB1583'ROAD FROM THE STATION, 50 FEET WEST OF THE WEST CORNER OF THE
 GB1583'STONE PLANTER, 32 FEET WEST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 GB1583'ROAD, 19 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB1583'ROUTE 53, AND 0.8 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 GB1583'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB1583'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1583'STAMPED DALE RM-2 1966.
 GB1583'
 GB1583'DUE TO LANDSCAPING AND STONEWORK ON LINE BETWEEN THE REFERENCE MARKS,
 GB1583'THEY COULD NOT BE MEASURED BETWEEN.
 GB1583'
 GB1583'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 86 FEET WEST OF
 GB1583'THE APPROXIMATE CENTER OF A GRAVELED TURNING AREA, 75 FEET WEST OF
 GB1583'A POINT DIRECTLY UNDER OVERHEAD POWER TRANSMISSION LINES, 43.5 FEET
 GB1583'SOUTH AND ACROSS STATE ROUTE 53 FROM A GUYED POWERLINE POLE, AND 14
 GB1583'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 53.  IT IS A
 GB1583'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB1583'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1583'DALE AZI 1966.  DUE TO CONFINED AREA NEAR MARK, NO
 GB1583'WITNESS POST WAS SET.
 GB1583'
 GB1583'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 GB1583'EAST-NORTH-EASTERLY ON STATE ROUTE 53 FOR 0.25 OF A MILE TO THE
 GB1583'MARK ON THE RIGHT AS DESCRIBED.
 GB1583'
 GB1583'NOTE- ALL MARKS AT THIS STATION ARE BENCH MARKS.
 GB1583
 GB1583                          STATION RECOVERY (1971)
 GB1583
 GB1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GB1583'2.5 MI E FROM CELINA.
 GB1583'ABOUT 2.9 MILES EAST ALONG STATE ROUTE 53 FROM ITS JUNCTION
 GB1583'WITH STATE ROUTE 52 ONE BLOCK EAST OF THE SOUTHEAST CORNER OF THE
 GB1583'CLAY COUNTY COURTHOUSE SQUARE IN CELINA, ABOUT 0.95 OF A MILE
 GB1583'NORTH-NORTHEAST OF DALE HOLLOW DAM, AND IN THE TRIANGLE FORMED
 GB1583'BY THESE ROADS AT THE DALE 1966 TRAVERSE STATION SITE, IN A
 GB1583'LANDSCAPED STONE PLANTER.  IT IS 112 FEET WEST AND ACROSS THE
 GB1583'EAST ENTRANCE ROAD FROM A GUYED POWERLINE POLE, 67.29 FEET WEST
 GB1583'OF DALE RM-1, 63.75 FEET EAST-NORTHEAST OF DALE RM-2, 29 FEET
 GB1583'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 23.5 FEET NORTH
 GB1583'OF THE SOUTH CORNER OF THE STONE PLANTER, 16.7 FEET WEST OF THE
 GB1583'EAST CORNER OF THE STONE PLANTER, 13.8 FEET EAST OF THE WEST
 GB1583'CORNER OF THE STONE PLANTER, 5.8 FEET NORTH OF THE NORTH END OF A
 GB1583'LARGE SIGN DALE HOLLOW DAM U.S. ARMY CORPS OF ENGINEERS, AND
 GB1583'2.0 FEET SOUTH OF THE NORTH WALL OF THE STONE PLANTER.  IT
 GB1583'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB1583'OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 18 INCHES BELOW
 GB1583'THE SURFACE OF THE PLANTER AND SURROUNDED BY AN 18-INCH LENGTH
 GB1583'OF 10-INCH STEEL PIPE WITH BOLTED COVER, AND THE DISK IS STAMPED
 GB1583'DALE 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1581 ***********************************************************************
 GB1581  DESIGNATION -  DALE AZ MK
 GB1581  PID         -  GB1581
 GB1581  STATE/COUNTY-  TN/CLAY
 GB1581  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1581
 GB1581                         *CURRENT SURVEY CONTROL
 GB1581  ___________________________________________________________________
 GB1581* NAD 83(1986)-  36 32 48.     (N)    085 27 36.     (W)     SCALED    
 GB1581* NAVD 88     -       179.983  (meters)     590.49   (feet)  ADJUSTED  
 GB1581  ___________________________________________________________________
 GB1581  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1581  DYNAMIC HT  -         179.827 (meters)     589.98  (feet)  COMP
 GB1581  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 GB1581
 GB1581  VERT ORDER  -  SECOND    CLASS 0
 GB1581
 GB1581.The horizontal coordinates were scaled from a topographic map and have
 GB1581.an estimated accuracy of +/- 6 seconds.
 GB1581
 GB1581.The orthometric height was determined by differential leveling
 GB1581.and adjusted by the National Geodetic Survey in June 1991..
 GB1581
 GB1581.The geoid height was determined by GEOID03.
 GB1581
 GB1581.The dynamic height is computed by dividing the NAVD 88
 GB1581.geopotential number by the normal gravity value computed on the
 GB1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1581.degrees latitude (g = 980.6199 gals.).
 GB1581
 GB1581.The modeled gravity was interpolated from observed gravity values.
 GB1581
 GB1581;                    North         East    Units  Estimated Accuracy
 GB1581;SPC TN       -   245,710.      648,350.      MT  (+/- 180 meters Scaled)
 GB1581
 GB1581                          SUPERSEDED SURVEY CONTROL
 GB1581
 GB1581  NGVD 29 (??/??/??)  180.12   (m)          590.9    (f) RESET       3  
 GB1581
 GB1581.Superseded values are not recommended for survey control.
 GB1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1581.See file dsdata.txt to determine how the superseded data were derived.
 GB1581
 GB1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF378456(NAD 83)
 GB1581_MARKER: DZ = AZIMUTH MARK DISK
 GB1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1581_STAMPING: DALE AZI 1966
 GB1581_MARK LOGO: TNHD  
 GB1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1581+STABILITY: SURFACE MOTION
 GB1581
 GB1581  HISTORY     - Date     Condition        Report By
 GB1581  HISTORY     - 1966     MONUMENTED       TNHD
 GB1581  HISTORY     - 1971     GOOD             NGS
 GB1581
 GB1581                          STATION DESCRIPTION
 GB1581
 GB1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GB1581'2.8 MI E FROM CELINA.
 GB1581'ABOUT 3.15 MILES EAST ALONG STATE ROUTE 53 FROM ITS JUNCTION
 GB1581'WITH STATE ROUTE 52 ONE BLOCK EAST OF THE SOUTHEAST CORNER
 GB1581'OF THE CLAY COUNTY COURTHOUSE SQUARE IN CELINA, ABOUT 1.15 MILES
 GB1581'NORTHEAST OF DALE HOLLOW DAM, ABOUT 0.25 OF A MILE EAST-NORTHEAST
 GB1581'OF THE DALE 1966 TRAVERSE STATION SITE, 86 FEET WEST OF THE
 GB1581'APPROXIMATE CENTER OF A GRAVELED TURNING AREA, 75 FEET WEST OF
 GB1581'A POINT DIRECTLY UNDER OVERHEAD POWER TRANSMISSION LINES, 43.5
 GB1581'FEET SOUTH AND ACROSS THE HIGHWAY FROM A GUYED POWERLINE POLE,
 GB1581'AND 14 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 53.
 GB1581'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB1581'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB1581'IS STAMPED DALE AZI 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1582 ***********************************************************************
 GB1582  DESIGNATION -  DALE RM 1
 GB1582  PID         -  GB1582
 GB1582  STATE/COUNTY-  TN/CLAY
 GB1582  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1582
 GB1582                         *CURRENT SURVEY CONTROL
 GB1582  ___________________________________________________________________
 GB1582* NAD 83(1986)-  36 32 42.     (N)    085 27 47.     (W)     SCALED    
 GB1582* NAVD 88     -       167.240  (meters)     548.69   (feet)  ADJUSTED  
 GB1582  ___________________________________________________________________
 GB1582  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1582  DYNAMIC HT  -         167.096 (meters)     548.21  (feet)  COMP
 GB1582  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GB1582
 GB1582  VERT ORDER  -  SECOND    CLASS 0
 GB1582
 GB1582.The horizontal coordinates were scaled from a topographic map and have
 GB1582.an estimated accuracy of +/- 6 seconds.
 GB1582
 GB1582.The orthometric height was determined by differential leveling
 GB1582.and adjusted by the National Geodetic Survey in June 1991..
 GB1582
 GB1582.The geoid height was determined by GEOID03.
 GB1582
 GB1582.The dynamic height is computed by dividing the NAVD 88
 GB1582.geopotential number by the normal gravity value computed on the
 GB1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1582.degrees latitude (g = 980.6199 gals.).
 GB1582
 GB1582.The modeled gravity was interpolated from observed gravity values.
 GB1582
 GB1582;                    North         East    Units  Estimated Accuracy
 GB1582;SPC TN       -   245,520.      648,080.      MT  (+/- 180 meters Scaled)
 GB1582
 GB1582                          SUPERSEDED SURVEY CONTROL
 GB1582
 GB1582  NGVD 29 (??/??/92)  167.350  (m)          549.05   (f) ADJ UNCH    2 0
 GB1582
 GB1582.Superseded values are not recommended for survey control.
 GB1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1582.See file dsdata.txt to determine how the superseded data were derived.
 GB1582
 GB1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF375454(NAD 83)
 GB1582_MARKER: DR = REFERENCE MARK DISK
 GB1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1582_STAMPING: DALE RM-1 1966
 GB1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1582+STABILITY: SURFACE MOTION
 GB1582
 GB1582  HISTORY     - Date     Condition        Report By
 GB1582  HISTORY     - 1966     MONUMENTED       TNHD
 GB1582  HISTORY     - 1971     GOOD             NGS
 GB1582
 GB1582                          STATION DESCRIPTION
 GB1582
 GB1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GB1582'2.5 MI E FROM CELINA.
 GB1582'THIS MARK IS LOCATED AT THE DALE 1966 TRAVERSE STATION SITE,
 GB1582'69 FEET EAST OF THE SOUTH CORNER OF A LANDSCAPED STONE PLANTER,
 GB1582'67.29 FEET EAST AND ACROSS THE EAST ENTRANCE ROAD FROM DALE 1966,
 GB1582'50 FEET WEST OF A GUYED POWERLINE POLE, 43 FEET SOUTH OF THE
 GB1582'APPROXIMATE CENTER OF STATE ROUTE 53, 27 FEET SOUTHEAST OF THE
 GB1582'APPROXIMATE CENTER OF THE EAST ENTRANCE ROAD, AND 0.8 OF A FOOT
 GB1582'WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GB1582'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1582'SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GB1582'STAMPED DALE RM-1 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1584 ***********************************************************************
 GB1584  DESIGNATION -  DALE RM 2
 GB1584  PID         -  GB1584
 GB1584  STATE/COUNTY-  TN/CLAY
 GB1584  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1584
 GB1584                         *CURRENT SURVEY CONTROL
 GB1584  ___________________________________________________________________
 GB1584* NAD 83(1986)-  36 32 42.     (N)    085 27 47.     (W)     SCALED    
 GB1584* NAVD 88     -       166.506  (meters)     546.28   (feet)  ADJUSTED  
 GB1584  ___________________________________________________________________
 GB1584  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1584  DYNAMIC HT  -         166.362 (meters)     545.81  (feet)  COMP
 GB1584  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GB1584
 GB1584  VERT ORDER  -  SECOND    CLASS 0
 GB1584
 GB1584.The horizontal coordinates were scaled from a topographic map and have
 GB1584.an estimated accuracy of +/- 6 seconds.
 GB1584
 GB1584.The orthometric height was determined by differential leveling
 GB1584.and adjusted by the National Geodetic Survey in June 1991..
 GB1584
 GB1584.The geoid height was determined by GEOID03.
 GB1584
 GB1584.The dynamic height is computed by dividing the NAVD 88
 GB1584.geopotential number by the normal gravity value computed on the
 GB1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1584.degrees latitude (g = 980.6199 gals.).
 GB1584
 GB1584.The modeled gravity was interpolated from observed gravity values.
 GB1584
 GB1584;                    North         East    Units  Estimated Accuracy
 GB1584;SPC TN       -   245,520.      648,080.      MT  (+/- 180 meters Scaled)
 GB1584
 GB1584                          SUPERSEDED SURVEY CONTROL
 GB1584
 GB1584  NGVD 29 (??/??/92)  166.615  (m)          546.64   (f) ADJ UNCH    2 0
 GB1584
 GB1584.Superseded values are not recommended for survey control.
 GB1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1584.See file dsdata.txt to determine how the superseded data were derived.
 GB1584
 GB1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF375454(NAD 83)
 GB1584_MARKER: DR = REFERENCE MARK DISK
 GB1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1584_STAMPING: DALE RM-2 1966
 GB1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1584+STABILITY: SURFACE MOTION
 GB1584
 GB1584  HISTORY     - Date     Condition        Report By
 GB1584  HISTORY     - 1966     MONUMENTED       TNHD
 GB1584  HISTORY     - 1971     GOOD             NGS
 GB1584
 GB1584                          STATION DESCRIPTION
 GB1584
 GB1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GB1584'2.5 MI E FROM CELINA.
 GB1584'THIS MARK IS LOCATED AT THE DALE 1966 TRAVERSE STATION SITE,
 GB1584'63.75 FEET WEST-SOUTHWEST OF DALE 1966, 50 FEET WEST OF THE
 GB1584'WEST CORNER OF THE LANDSCAPED STONE PLANTER, 32 FEET WEST OF THE
 GB1584'APPROXIMATE CENTER OF THE WEST ENTRANCE ROAD, 19 FEET SOUTH OF
 GB1584'THE APPROXIMATE CENTER OF STATE ROUTE 53, AND 0.8 OF A FOOT
 GB1584'NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GB1584'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1584'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED DALE
 GB1584'RM-2 1966.  NOTE-- THE CONCRETE MONUMENT FOR THIS MARK HAS
 GB1584'BEEN CREASED ALONG THE NORTH SIDE BY THE BLADE OF A GRADER, AND
 GB1584'ALTHOUGH FIRM IN THE GROUND THE ELEVATION SHOULD BE USED WITH
 GB1584'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1522 ***********************************************************************
 FD1522  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 60
 FD1522  PID         -  FD1522
 FD1522  STATE/COUNTY-  TN/HICKMAN
 FD1522  USGS QUAD   -  LYLES (1992)
 FD1522
 FD1522                         *CURRENT SURVEY CONTROL
 FD1522  ___________________________________________________________________
 FD1522* NAD 83(1995)-  35 56 08.36002(N)    087 15 58.19173(W)     ADJUSTED  
 FD1522* NAVD 88     -                                                        
 FD1522  ___________________________________________________________________
 FD1522  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FD1522  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD1522
 FD1522  HORZ ORDER  -  THIRD
 FD1522
 FD1522.The horizontal coordinates were established by classical geodetic methods
 FD1522.and adjusted by the National Geodetic Survey in April 1999..
 FD1522
 FD1522
 FD1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1522
 FD1522.The geoid height was determined by GEOID03.
 FD1522
 FD1522;                    North         East     Units Scale Factor Converg.
 FD1522;SPC TN       -   178,515.273   485,754.188   MT  0.99994997   -0 44 28.5
 FD1522;SPC TN       -   585,678.86  1,593,678.53   sFT  0.99994997   -0 44 28.5
 FD1522;UTM  16      - 3,976,844.480   475,991.739   MT  0.99960710   -0 09 22.3
 FD1522
 FD1522                          SUPERSEDED SURVEY CONTROL
 FD1522
 FD1522  NAD 83(1995)-  35 56 08.36199(N)    087 15 58.19474(W) AD(       ) 4
 FD1522  NAD 83(1986)-  35 56 08.37094(N)    087 15 58.19444(W) AD(       ) 4
 FD1522  NAD 27      -  35 56 08.14000(N)    087 15 58.16300(W) AD(       ) 3
 FD1522
 FD1522.Superseded values are not recommended for survey control.
 FD1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1522.See file dsdata.txt to determine how the superseded data were derived.
 FD1522
 FD1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7599276844(NAD 83)
 FD1522_MARKER: 22 = AIRWAY BEACON
 FD1522
 FD1522  HISTORY     - Date     Condition        Report By
 FD1522  HISTORY     - 1933     FIRST OBSERVED   CGS
 FD1522  HISTORY     - 1953     GOOD             CGS
 FD1522
 FD1522                          STATION DESCRIPTION
 FD1522
 FD1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 FD1522'A 36-INCH BEACON ON 51-FOOT STEEL TOWER, ABOUT 5 MILES EAST-NORTHEAST
 FD1522'OF LYLES.  TO
 FD1522'REACH FROM LYLES, GO EAST ON DIRT ROAD 1.3 MILES TO
 FD1522'INTERSECTION WITH ROUTE 100 AND
 FD1522'THENCE EAST ON ROUTE 100 3.4 MILES TO
 FD1522'BEACON SITE WHICH IS ON LEFT SIDE OF ROAD ABOUT
 FD1522'300 FEET EAST OF A
 FD1522'FARMHOUSE.
 FD1522
 FD1522                          STATION RECOVERY (1953)
 FD1522
 FD1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1522'STATION WAS RECOVERED IN GOOD CONDITION.
 FD1522'
 FD1522'A NEW DESCRIPTION FOLLOWS-
 FD1522'
 FD1522'STATION IS A REVOLVING LIGHT AT THE TOP OF A STEEL TOWER LOCATED
 FD1522'ABOUT 2 MILES SOUTHEAST OF
 FD1522'BON AQUA, 1.2 MILES EAST FO THE JUNCTION OF STATE
 FD1522'HIGHWAYS 100 AND 46 AND ABOUT
 FD1522'150 FEET NORTH OF HIGHWAY 100.  THE
 FD1522'TOWER IS A 4 LEGGED STEEL STRUCTURE ABOUT 75
 FD1522'FEET HIGH.
 FD1522'
 FD1522'THIS BEACON HAS BEEN DECOMMISSIONED BY CAA AND WILL BE DISMANTLED
 FD1522'SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1531 ***********************************************************************
 FD1531  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 59
 FD1531  PID         -  FD1531
 FD1531  STATE/COUNTY-  TN/HICKMAN
 FD1531  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD1531
 FD1531                         *CURRENT SURVEY CONTROL
 FD1531  ___________________________________________________________________
 FD1531* NAD 83(1995)-  35 52 39.07264(N)    087 29 11.83103(W)     ADJUSTED  
 FD1531* NAVD 88     -                                                        
 FD1531  ___________________________________________________________________
 FD1531  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FD1531  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FD1531
 FD1531  HORZ ORDER  -  THIRD
 FD1531
 FD1531.The horizontal coordinates were established by classical geodetic methods
 FD1531.and adjusted by the National Geodetic Survey in April 1999..
 FD1531
 FD1531
 FD1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1531
 FD1531.The geoid height was determined by GEOID03.
 FD1531
 FD1531;                    North         East     Units Scale Factor Converg.
 FD1531;SPC TN       -   172,345.551   465,765.977   MT  0.99994869   -0 52 13.2
 FD1531;SPC TN       -   565,437.03  1,528,100.54   sFT  0.99994869   -0 52 13.2
 FD1531;UTM  16      - 3,970,473.110   456,074.237   MT  0.99962377   -0 17 06.7
 FD1531
 FD1531                          SUPERSEDED SURVEY CONTROL
 FD1531
 FD1531  NAD 83(1995)-  35 52 39.07468(N)    087 29 11.83436(W) AD(       ) 4
 FD1531  NAD 83(1986)-  35 52 39.08338(N)    087 29 11.83285(W) AD(       ) 4
 FD1531  NAD 27      -  35 52 38.84500(N)    087 29 11.77000(W) AD(       ) 3
 FD1531
 FD1531.Superseded values are not recommended for survey control.
 FD1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1531.See file dsdata.txt to determine how the superseded data were derived.
 FD1531
 FD1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5607470473(NAD 83)
 FD1531_MARKER: 22 = AIRWAY BEACON
 FD1531
 FD1531  HISTORY     - Date     Condition        Report By
 FD1531  HISTORY     - 1953     FIRST OBSERVED   CGS
 FD1531
 FD1531                          STATION DESCRIPTION
 FD1531
 FD1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1531'THE CENTER OF THE TOP OF THE AIRWAY BEACON NO 59, LOCATED ABOUT 7
 FD1531'MILES NORTH OF CENTERVILLE
 FD1531'AND ON PROPERTY OWNED BY MR E J MAYS.  IT IS A FOUR
 FD1531'LEGGED STEEL STRUCTURE, PAINTED
 FD1531'IN ALTERNATE SECTION OF RED AND WHITE
 FD1531'AND IS 90 FEET HIGH WITH A REVOLVING LIGHT ATOP.
 FD1531'
 FD1531'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1531'48, 5 MILES NORTH OF
 FD1531'CENTERVILLE, GO NORTH ON HIGHWAY 48 FOR 4.6 MILES TO
 FD1531'THE INTERSECTION OF AIR PORT
 FD1531'ROAD.  TURN LEFT AND GO WEST ON AIR PORT
 FD1531'ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2126 ***********************************************************************
 GA2126  DESIGNATION -  DAM
 GA2126  PID         -  GA2126
 GA2126  STATE/COUNTY-  TN/GRAINGER
 GA2126  USGS QUAD   -  BEAN STATION (1976)
 GA2126
 GA2126                         *CURRENT SURVEY CONTROL
 GA2126  ___________________________________________________________________
 GA2126* NAD 83(1995)-  36 20 34.54622(N)    083 20 06.76886(W)     ADJUSTED  
 GA2126* NAVD 88     -       329.607  (meters)    1081.39   (feet)  ADJUSTED  
 GA2126  ___________________________________________________________________
 GA2126  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 GA2126  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA2126  DYNAMIC HT  -         329.309 (meters)    1080.41  (feet)  COMP
 GA2126  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 GA2126
 GA2126  HORZ ORDER  -  SECOND
 GA2126  VERT ORDER  -  SECOND    CLASS 0
 GA2126
 GA2126.The horizontal coordinates were established by classical geodetic methods
 GA2126.and adjusted by the National Geodetic Survey in April 1999..
 GA2126
 GA2126.The orthometric height was determined by differential leveling
 GA2126.and adjusted by the National Geodetic Survey in June 1991..
 GA2126
 GA2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2126
 GA2126.The geoid height was determined by GEOID03.
 GA2126
 GA2126.The dynamic height is computed by dividing the NAVD 88
 GA2126.geopotential number by the normal gravity value computed on the
 GA2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2126.degrees latitude (g = 980.6199 gals.).
 GA2126
 GA2126.The modeled gravity was interpolated from observed gravity values.
 GA2126
 GA2126;                    North         East     Units Scale Factor Converg.
 GA2126;SPC TN       -   226,222.981   839,189.954   MT  0.99998775   +1 33 36.3
 GA2126;SPC TN       -   742,199.90  2,753,242.37   sFT  0.99998775   +1 33 36.3
 GA2126;UTM  17      - 4,024,517.160   290,430.311   MT  1.00014116   -1 23 03.8
 GA2126
 GA2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2126!SPC TN       -   0.99995315  x   0.99998775  =   0.99994090
 GA2126!UTM  17      -   0.99995315  x   1.00014116  =   1.00009430
 GA2126
 GA2126|---------------------------------------------------------------------|
 GA2126| PID    Reference Object                     Distance      Geod. Az  |
 GA2126|                                                           dddmmss.s |
 GA2126| GA2125 DAM RM 1                             12.442 METERS 07318     |
 GA2126| GA3519 JOHNSON                             APPROX. 1.0 KM 0733318.5 |
 GA2126| GA2127 DAM RM 2                             12.735 METERS 24359     |
 GA2126|---------------------------------------------------------------------|
 GA2126
 GA2126                          SUPERSEDED SURVEY CONTROL
 GA2126
 GA2126  NAD 83(1995)-  36 20 34.55004(N)    083 20 06.77230(W) AD(       ) 2
 GA2126  NAD 83(1995)-  36 20 34.55674(N)    083 20 06.76527(W) AD(       ) 2
 GA2126  NAD 83(1995)-  36 20 34.55291(N)    083 20 06.77110(W) AD(       ) 2
 GA2126  NAD 83(1986)-  36 20 34.55508(N)    083 20 06.77106(W) AD(       ) 2
 GA2126  NAD 27      -  36 20 34.22926(N)    083 20 07.14464(W) AD(       ) 2
 GA2126  NGVD 29 (??/??/92)  329.741  (m)         1081.83   (f) ADJ UNCH    2 0
 GA2126
 GA2126.Superseded values are not recommended for survey control.
 GA2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2126.See file dsdata.txt to determine how the superseded data were derived.
 GA2126
 GA2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9043024517(NAD 83)
 GA2126_MARKER: DD = SURVEY DISK
 GA2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2126_STAMPING: DAM 1963
 GA2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2126+STABILITY: SURFACE MOTION
 GA2126
 GA2126  HISTORY     - Date     Condition        Report By
 GA2126  HISTORY     - 1963     MONUMENTED       TNHD
 GA2126  HISTORY     - 1963     GOOD             TNGS
 GA2126
 GA2126                          STATION DESCRIPTION
 GA2126
 GA2126'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2126'THE STATION IS LOCATED ABOUT 3 MILES WEST OF BEAN STATION.
 GA2126'
 GA2126'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST ON
 GA2126'U.S.  HIGHWAY 11W FOR
 GA2126'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25E,
 GA2126'CONTINUE WEST ON U.S.  HIGHWAY 11W
 GA2126'FOR 0.3 MILE TO THE STATION ON THE
 GA2126'RIGHT.
 GA2126'
 GA2126'THE STATION IS 21 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 GA2126'HIGHWAY 11W, 16 FEET
 GA2126'WEST OF A HIGHWAY SIGN, 5 FEET NORTH OF A GUARD RAIL AND 3.1
 GA2126'FEET NORTHEAST OF A
 GA2126'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS
 GA2126'ARE STANDARD TENNESSEE HIGHWAY
 GA2126'DEPARTMENT DISKS AND ARE STAMPED DAM
 GA2126'1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GA2126'BELOW THE SURFACE.
 GA2126'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2126'MONUMENT.
 GA2126'
 GA2126'REFERENCE MARK NO. 1 IS 42 FEET EAST OF A HIGHWAY SIGN, 18 FEET NORTH
 GA2126'OF THE APPROXIMATE CENTER
 GA2126'OF U.S.  HIGHWAY 11W AND 1 FOOT NORTH OF A GUARD
 GA2126'RAIL.  IT IS A STANDARD TENNESSEE
 GA2126'HIGHWAY DEPARTMENT DISK SET IN A
 GA2126'10INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2126'IS STAMPED DAM
 GA2126'RM-1 1963.
 GA2126'
 GA2126'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2126'U.S.  HIGHWAY 11W AND
 GA2126'3 FEET NORTH OF A GUARD RAIL.  IT IS A STANDARD
 GA2126'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2126'SET IN A 10-INCH SQUARE, FLUSH,
 GA2126'CONCRETE MONUMENT AND THE DISK IS STAMPED DAM RM-2
 GA2126'1963.
 GA2126'
 GA2126'THE TRAVERSE STATION JOHNSON WILL SERVE AS AN AZIMUTH MARK.
 GA2126'
 GA2126'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2126
 GA2126                          STATION RECOVERY (1963)
 GA2126
 GA2126'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2126'3 MI W FROM BEAN STATION.
 GA2126'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY 11W
 GA2126'FOR 2.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 25E, CONTINUE
 GA2126'WEST ON U.S. HIGHWAY 11W FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 GA2126'THE STATION MARK IS 21 FEET NORTH OF THE CENTERLINE OF U.S.
 GA2126'HIGHWAY 11W, 16 FEET WEST OF A HIGHWAY SIGN, 5 FEET NORTH OF A
 GA2126'GUARD RAIL AND 3.1 FEET NORTHEAST OF A WITNESS POST.  THE STATION
 GA2126'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GA2126'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2125 ***********************************************************************
 GA2125  DESIGNATION -  DAM RM 1
 GA2125  PID         -  GA2125
 GA2125  STATE/COUNTY-  TN/GRAINGER
 GA2125  USGS QUAD   -  BEAN STATION (1976)
 GA2125
 GA2125                         *CURRENT SURVEY CONTROL
 GA2125  ___________________________________________________________________
 GA2125* NAD 83(1986)-  36 20 35.     (N)    083 20 07.     (W)     SCALED    
 GA2125* NAVD 88     -       329.761  (meters)    1081.89   (feet)  ADJUSTED  
 GA2125  ___________________________________________________________________
 GA2125  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA2125  DYNAMIC HT  -         329.464 (meters)    1080.92  (feet)  COMP
 GA2125  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2125
 GA2125  VERT ORDER  -  SECOND    CLASS 0
 GA2125
 GA2125.The horizontal coordinates were scaled from a topographic map and have
 GA2125.an estimated accuracy of +/- 6 seconds.
 GA2125
 GA2125.The orthometric height was determined by differential leveling
 GA2125.and adjusted by the National Geodetic Survey in June 1991..
 GA2125
 GA2125.The geoid height was determined by GEOID03.
 GA2125
 GA2125.The dynamic height is computed by dividing the NAVD 88
 GA2125.geopotential number by the normal gravity value computed on the
 GA2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2125.degrees latitude (g = 980.6199 gals.).
 GA2125
 GA2125.The modeled gravity was interpolated from observed gravity values.
 GA2125
 GA2125;                    North         East    Units  Estimated Accuracy
 GA2125;SPC TN       -   226,240.      839,180.      MT  (+/- 180 meters Scaled)
 GA2125
 GA2125                          SUPERSEDED SURVEY CONTROL
 GA2125
 GA2125  NGVD 29 (??/??/92)  329.895  (m)         1082.33   (f) ADJ UNCH    2 0
 GA2125
 GA2125.Superseded values are not recommended for survey control.
 GA2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2125.See file dsdata.txt to determine how the superseded data were derived.
 GA2125
 GA2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA904245(NAD 83)
 GA2125_MARKER: DD = SURVEY DISK
 GA2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2125_STAMPING: DAM RM-1 1963
 GA2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2125+STABILITY: SURFACE MOTION
 GA2125
 GA2125  HISTORY     - Date     Condition        Report By
 GA2125  HISTORY     - 1963     MONUMENTED       TNHD
 GA2125
 GA2125                          STATION DESCRIPTION
 GA2125
 GA2125'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2125'3 MI W FROM BEAN STATION.
 GA2125'THIS MARK IS LOCATED AT THE DAM 1963 STATION SITE, 42 FEET EAST
 GA2125'OF A HIGHWAY SIGN, 18 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 GA2125'11W, 1 FOOT NORTH OF A GUARD RAIL, AND 41 FEET NORTHEAST OF THE
 GA2125'STATION.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2125'IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2125'NOTE-- FOR DESCR. SEE STATION DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2127 ***********************************************************************
 GA2127  DESIGNATION -  DAM RM 2
 GA2127  PID         -  GA2127
 GA2127  STATE/COUNTY-  TN/GRAINGER
 GA2127  USGS QUAD   -  BEAN STATION (1976)
 GA2127
 GA2127                         *CURRENT SURVEY CONTROL
 GA2127  ___________________________________________________________________
 GA2127* NAD 83(1986)-  36 20 35.     (N)    083 20 07.     (W)     SCALED    
 GA2127* NAVD 88     -       329.778  (meters)    1081.95   (feet)  ADJUSTED  
 GA2127  ___________________________________________________________________
 GA2127  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA2127  DYNAMIC HT  -         329.480 (meters)    1080.97  (feet)  COMP
 GA2127  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2127
 GA2127  VERT ORDER  -  SECOND    CLASS 0
 GA2127
 GA2127.The horizontal coordinates were scaled from a topographic map and have
 GA2127.an estimated accuracy of +/- 6 seconds.
 GA2127
 GA2127.The orthometric height was determined by differential leveling
 GA2127.and adjusted by the National Geodetic Survey in June 1991..
 GA2127
 GA2127.The geoid height was determined by GEOID03.
 GA2127
 GA2127.The dynamic height is computed by dividing the NAVD 88
 GA2127.geopotential number by the normal gravity value computed on the
 GA2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2127.degrees latitude (g = 980.6199 gals.).
 GA2127
 GA2127.The modeled gravity was interpolated from observed gravity values.
 GA2127
 GA2127;                    North         East    Units  Estimated Accuracy
 GA2127;SPC TN       -   226,240.      839,180.      MT  (+/- 180 meters Scaled)
 GA2127
 GA2127                          SUPERSEDED SURVEY CONTROL
 GA2127
 GA2127  NGVD 29 (??/??/92)  329.912  (m)         1082.39   (f) ADJ UNCH    2 0
 GA2127
 GA2127.Superseded values are not recommended for survey control.
 GA2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2127.See file dsdata.txt to determine how the superseded data were derived.
 GA2127
 GA2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA904245(NAD 83)
 GA2127_MARKER: DD = SURVEY DISK
 GA2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2127_STAMPING: DAM RM-2
 GA2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2127+STABILITY: SURFACE MOTION
 GA2127
 GA2127  HISTORY     - Date     Condition        Report By
 GA2127  HISTORY     - 1963     MONUMENTED       TNHD
 GA2127  HISTORY     - 1963     GOOD             TNGS
 GA2127
 GA2127                          STATION DESCRIPTION
 GA2127
 GA2127'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1963
 GA2127'3 MI W FROM BEAN STATION.
 GA2127'THIS MARK IS LOCATED AT THE DAM 1963 STATION SITE, 18 FEET NORTH
 GA2127'OF THE CENTERLINE OF U.S. HIGHWAY 11W, 3 FEET NORTH OF A GUARD
 GA2127'RAIL AND 42 FEET SOUTHWEST OF THE STATION.  THE MARK IS A STANDARD
 GA2127'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2127'MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR DESCR. SEE STATION
 GA2127'DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2507 ***********************************************************************
 FE2507  DESIGNATION -  DANCY
 FE2507  PID         -  FE2507
 FE2507  STATE/COUNTY-  TN/HAYWOOD
 FE2507  USGS QUAD   -  DANCYVILLE (1981)
 FE2507
 FE2507                         *CURRENT SURVEY CONTROL
 FE2507  ___________________________________________________________________
 FE2507* NAD 83(1995)-  35 25 03.78139(N)    089 17 27.85478(W)     ADJUSTED  
 FE2507* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 FE2507  ___________________________________________________________________
 FE2507  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FE2507  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE2507
 FE2507  HORZ ORDER  -  SECOND
 FE2507
 FE2507.The horizontal coordinates were established by classical geodetic methods
 FE2507.and adjusted by the National Geodetic Survey in April 1999..
 FE2507
 FE2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2507
 FE2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2507
 FE2507.The geoid height was determined by GEOID03.
 FE2507
 FE2507;                    North         East     Units Scale Factor Converg.
 FE2507;SPC TN       -   125,337.021   301,162.858   MT  0.99997464   -1 55 36.2
 FE2507;SPC TN       -   411,209.88    988,065.14   sFT  0.99997464   -1 55 36.2
 FE2507;UTM  16      - 3,921,778.876   291,985.651   MT  1.00013326   -1 19 41.6
 FE2507
 FE2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2507!SPC TN       -   0.99998269  x   0.99997464  =   0.99995733
 FE2507!UTM  16      -   0.99998269  x   1.00013326  =   1.00011595
 FE2507
 FE2507:                Primary Azimuth Mark                     Grid Az
 FE2507:SPC TN       -  DANCY AZ MK RESET                        012 55 46.5
 FE2507:UTM  16      -  DANCY AZ MK RESET                        012 19 51.9
 FE2507
 FE2507|---------------------------------------------------------------------|
 FE2507| PID    Reference Object                     Distance      Geod. Az  |
 FE2507|                                                           dddmmss.s |
 FE2507| CG3898 DANCY AZ MK RESET                                  0110010.3 |
 FE2507| CG3897 DANCY AZ MK                                        0125758.5 |
 FE2507| CG3899 DANCY RM 1                           21.274 METERS 02849     |
 FE2507| CG3900 DANCY RM 2                           35.631 METERS 16055     |
 FE2507| FE2517 STANTON MUNICIPAL TANK              APPROX.11.2 KM 2965641.1 |
 FE2507|---------------------------------------------------------------------|
 FE2507
 FE2507                          SUPERSEDED SURVEY CONTROL
 FE2507
 FE2507  NAD 83(1995)-  35 25 03.78719(N)    089 17 27.85650(W) AD(       ) 2
 FE2507  NAD 83(1986)-  35 25 03.79317(N)    089 17 27.85536(W) AD(       ) 2
 FE2507  NAD 27      -  35 25 03.49950(N)    089 17 27.60590(W) AD(       ) 2
 FE2507  NGVD 29 (07/19/86)  138.0    (m)          453.     (f) VERT ANG       
 FE2507
 FE2507.Superseded values are not recommended for survey control.
 FE2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2507.See file dsdata.txt to determine how the superseded data were derived.
 FE2507
 FE2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9198621779(NAD 83)
 FE2507_MARKER: DS = TRIANGULATION STATION DISK
 FE2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2507_MARK LOGO: CGS   
 FE2507
 FE2507  HISTORY     - Date     Condition        Report By
 FE2507  HISTORY     - 1958     MONUMENTED       CGS
 FE2507  HISTORY     - 1958     GOOD             CGS
 FE2507
 FE2507                          STATION DESCRIPTION
 FE2507
 FE2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2507'THE STATION IS ABOUT 7 MILES EAST-SOUTHEAST OF STANTON, ABOUT 12-1/2
 FE2507'MILES SOUTH OF BROWNSVILLE, 0.65 MILE NORTH OF THE VILLAGE OF
 FE2507'DANCYVILLE AND ON PROPERTY OWNED BY J. D. MOORE SR. IT IS 89 FEET
 FE2507'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 76, 4 FEET EAST
 FE2507'OF A WHITE WITNESS POST, 30 FEET WEST OF A TELEPHONE LINE POLE, 48
 FE2507'FEET WEST OF A FENCE CORNER, 17 FEET NORTH OF THE CENTERLINE OF A
 FE2507'DRIVEWAY, AND 111 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 FE2507'HOUSE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DANCY 1958.
 FE2507'
 FE2507'TO REACH THE STATION FROM THE COURTHOUSE IN BROWNSVILLE, GO EAST AND
 FE2507'SOUTH ON STATE HIGHWAY 76 FOR 0.6 MILE TO THE JUNCTION OF STATE
 FE2507'HIGHWAY 76 AND U.S. HIGHWAY 70. TURN RIGHT, SOUTHERLY, ON HIGHWAY 76
 FE2507'AND GO 12.1 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE AHEAD
 FE2507'FOR 0.2 MILES TO THE STATION ON THE LEFT, EAST, SIDE OF THE ROAD.
 FE2507'
 FE2507'REFERENCE MARK 1 IS 89 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN,
 FE2507'64 FEET EAST OF A POWERLINE POLE AND 1 FOOT WEST OF A FENCE. THE
 FE2507'MONUMENT IS FLUSH AND THE DISK IS DANCY NO 1 1958.
 FE2507'
 FE2507'REFERENCE MARK 2 IS 1 FOOT NORTH OF A FENCE AND 54 FEET SOUTHWEST OF
 FE2507'THE SOUTHWEST CORNER OF A FRAME HOUSE. THE MONUMENT IS FLUSH
 FE2507'AND THE DISK IS STAMPED DANCY NO 2 1958.
 FE2507'
 FE2507'THE AZIMUTH MARK IS 11 FEET EAST OF THE TOP OF A CUT BANK, 50 FEET
 FE2507'EAST OF THE CENTERLINE OF HIGHWAY 76, 2 FEET SOUTH OF A WHITE
 FE2507'WITNESS POST AND 62 FEET SOUTH OF A POWERLINE POLE. THE MONUMENT IS
 FE2507'FLUSH AND THE DISK IS STAMPED DANCY 1958.
 FE2507'
 FE2507'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2507
 FE2507                          STATION RECOVERY (1958)
 FE2507
 FE2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2507'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2507'GOOD CONDITION.
 FE2507'
 FE2507'A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD ONE DESTROYED AS
 FE2507'REQUESTED BY THE STATE HIGHWAY DEPARTMENT. THE DESCRIPTION
 FE2507'TO REACH THE STATION WAS FOUND ADEQUATE.
 FE2507'
 FE2507'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DANCY 1958 RESET 1958 SET
 FE2507'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 FE2507'INCHES ABOVE THE GROUND. IT IS 45 FEET WEST-NORTHWEST OF THE CENTER
 FE2507'OF THE HIGHWAY, 18 INCHES SOUTH- SOUTHWEST OF A WHITE WITNESS POST
 FE2507'AND 1 FOOT EAST-SOUTHEAST OF A FENCE LINE.
 FE2507'
 FE2507'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 FE2507'76 FOR 0.4 MILE TO A WHITE WITNESS POST ON THE LEFT, WEST SIDE
 FE2507'AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0579 ***********************************************************************
 FD0579  DESIGNATION -  DANIELS
 FD0579  PID         -  FD0579
 FD0579  STATE/COUNTY-  TN/MAURY
 FD0579  USGS QUAD   -  CARTERS CREEK (1982)
 FD0579
 FD0579                         *CURRENT SURVEY CONTROL
 FD0579  ___________________________________________________________________
 FD0579* NAD 83(1995)-  35 38 03.83322(N)    086 53 50.19495(W)     ADJUSTED  
 FD0579* NAVD 88     -       254.366  (meters)     834.53   (feet)  ADJUSTED  
 FD0579  ___________________________________________________________________
 FD0579  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FD0579  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD0579  DYNAMIC HT  -         254.143 (meters)     833.80  (feet)  COMP
 FD0579  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FD0579
 FD0579  HORZ ORDER  -  SECOND
 FD0579  VERT ORDER  -  SECOND    CLASS 0
 FD0579
 FD0579.The horizontal coordinates were established by classical geodetic methods
 FD0579.and adjusted by the National Geodetic Survey in April 1999..
 FD0579
 FD0579.The orthometric height was determined by differential leveling
 FD0579.and adjusted by the National Geodetic Survey in June 1991..
 FD0579
 FD0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0579
 FD0579.The geoid height was determined by GEOID03.
 FD0579
 FD0579.The dynamic height is computed by dividing the NAVD 88
 FD0579.geopotential number by the normal gravity value computed on the
 FD0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0579.degrees latitude (g = 980.6199 gals.).
 FD0579
 FD0579.The modeled gravity was interpolated from observed gravity values.
 FD0579
 FD0579;                    North         East     Units Scale Factor Converg.
 FD0579;SPC TN       -   144,724.432   518,731.332   MT  0.99995444   -0 31 31.1
 FD0579;SPC TN       -   474,816.74  1,701,871.05   sFT  0.99995444   -0 31 31.1
 FD0579;UTM  16      - 3,943,403.955   509,300.781   MT  0.99960107   +0 03 35.5
 FD0579
 FD0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0579!SPC TN       -   0.99996447  x   0.99995444  =   0.99991891
 FD0579!UTM  16      -   0.99996447  x   0.99960107  =   0.99956555
 FD0579
 FD0579|---------------------------------------------------------------------|
 FD0579| PID    Reference Object                     Distance      Geod. Az  |
 FD0579|                                                           dddmmss.s |
 FD0579| FD0580 DANIELS RM 1                         19.587 METERS 16012     |
 FD0579| FD1485 MATCH                               APPROX. 2.3 KM 2522523.8 |
 FD0579| FD0581 DANIELS RM 2                         23.351 METERS 28503     |
 FD0579|---------------------------------------------------------------------|
 FD0579
 FD0579                          SUPERSEDED SURVEY CONTROL
 FD0579
 FD0579  NAD 83(1995)-  35 38 03.83638(N)    086 53 50.19701(W) AD(       ) 2
 FD0579  NAD 83(1986)-  35 38 03.84422(N)    086 53 50.19609(W) AD(       ) 2
 FD0579  NAD 27      -  35 38 03.59320(N)    086 53 50.19640(W) AD(       ) 2
 FD0579  NGVD 29 (??/??/92)  254.345  (m)          834.46   (f) ADJ UNCH    2 0
 FD0579
 FD0579.Superseded values are not recommended for survey control.
 FD0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0579.See file dsdata.txt to determine how the superseded data were derived.
 FD0579
 FD0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0930143404(NAD 83)
 FD0579_MARKER: DE = TRAVERSE STATION DISK
 FD0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0579_STAMPING: DANIELS 1960
 FD0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0579+STABILITY: SURFACE MOTION
 FD0579
 FD0579  HISTORY     - Date     Condition        Report By
 FD0579  HISTORY     - 1960     MONUMENTED       CGS
 FD0579  HISTORY     - 1960     GOOD             CGS
 FD0579
 FD0579                          STATION DESCRIPTION
 FD0579
 FD0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0579'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF PASTURE LAND OWNER
 FD0579'BY MR NICKLESON, ABOUT
 FD0579'8 MILES EAST OF COLUMBIA AND 8 MILES SOUTH OF SPRING
 FD0579'HILL.
 FD0579'
 FD0579'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY NO 31 AND STATE
 FD0579'HIGHWAY NO 99 IN THE NORTH
 FD0579'EDGE OF COLUMBIA, GO EAST ON STATE HIGHWAY NO 99
 FD0579'FOR 6.7 MILES TO HOWARD MINORS STORE
 FD0579'NO 2 ON THE LEFT, CONTINUE EAST
 FD0579'ON STATE HIGHWAY NO 99 FOR 0.7 MILE TO W E BROWNS MAIL
 FD0579'BOX AND
 FD0579'DRIVEWAY ON THE RIGHT, TURN RIGHT, SOUTH, FOR 0.05 MILE TO A GATE ON
 FD0579'THE LEFT, TURN
 FD0579'LEFT, EAST, FOR 0.3 MILE TO A WIRE GATE, CONTINUE
 FD0579'SOUTHEAST ON TRACK ROAD FOR 0.2
 FD0579'MILE TO MR NICKLESON HOME AND THE END
 FD0579'OF TRUCK TRAVEL, PACK SOUTHWEST ALONG AN OLD ROAD
 FD0579'FOR ABOUT 0.2 MILE
 FD0579'TO THE NORTH EDGE OF PASTURE AND A WIRE FENCE, CONTINUE SOUTHWEST
 FD0579'ACROSS PASTURE
 FD0579'FOR ABOUT 0.15 MILE TO THE STATION.
 FD0579'
 FD0579'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, 83
 FD0579'FEET EAST OF A WIRE FENCE,
 FD0579'77.7 FEET EAST OF A WITNESS SIGN AND 68 FEET NORTH
 FD0579'OF A WIRE FENCE.
 FD0579'
 FD0579'THE MARK IS SET FLUSH AND IS STAMPED DANIELS 1960.
 FD0579'
 FD0579'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD0579'POST AND IS 4 FEET NORTH OF
 FD0579'A WIRE FENCE.  THE MARK IS SET FLUSH AND IS STAMPED
 FD0579'DANIELS NO 1 1960.
 FD0579'
 FD0579'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD0579'POST, 7 FEET EAST OF A
 FD0579'WIRE FENCE AND 2.5 FEET SOUTH OF A WITNESS SIGN.  THE
 FD0579'MARK IS SET FLUSH AND IS STAMPED
 FD0579'DANIELS NO 2 1960.
 FD0579'
 FD0579'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FD0579'MATCH 1934 WHICH WILL SERVE AS AN AZIMUTH MARK.
 FD0579'SEE DESCRIPTION THEREOF.
 FD0579'
 FD0579'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 FD0579
 FD0579                          STATION RECOVERY (1960)
 FD0579
 FD0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0579'8.7 MI N FROM BRYANT.
 FD0579'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0579'50 FOR 0.7 MILE, THEN 8.0 MILES NORTH ON INTERSTATE HIGHWAY
 FD0579'65, THEN 0.1 MILE WEST ACROSS COUNTRY TO THE HIGHEST POINT OF
 FD0579'A HILL.  THE STATION MARK IS 83 FT. EAST OF A WIRE FENCE, 77.7
 FD0579'FT. EAST OF A WITNESS SIGN AND 68 FT. NORTH OF A WIRE FENCE.
 FD0579'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0579'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0580 ***********************************************************************
 FD0580  DESIGNATION -  DANIELS RM 1
 FD0580  PID         -  FD0580
 FD0580  STATE/COUNTY-  TN/MAURY
 FD0580  USGS QUAD   -  CARTERS CREEK (1982)
 FD0580
 FD0580                         *CURRENT SURVEY CONTROL
 FD0580  ___________________________________________________________________
 FD0580* NAD 83(1986)-  35 38 03.     (N)    086 53 50.     (W)     SCALED    
 FD0580* NAVD 88     -       253.101  (meters)     830.38   (feet)  ADJUSTED  
 FD0580  ___________________________________________________________________
 FD0580  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD0580  DYNAMIC HT  -         252.879 (meters)     829.65  (feet)  COMP
 FD0580  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FD0580
 FD0580  VERT ORDER  -  SECOND    CLASS 0
 FD0580
 FD0580.The horizontal coordinates were scaled from a topographic map and have
 FD0580.an estimated accuracy of +/- 6 seconds.
 FD0580
 FD0580.The orthometric height was determined by differential leveling
 FD0580.and adjusted by the National Geodetic Survey in June 1991..
 FD0580
 FD0580.The geoid height was determined by GEOID03.
 FD0580
 FD0580.The dynamic height is computed by dividing the NAVD 88
 FD0580.geopotential number by the normal gravity value computed on the
 FD0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0580.degrees latitude (g = 980.6199 gals.).
 FD0580
 FD0580.The modeled gravity was interpolated from observed gravity values.
 FD0580
 FD0580;                    North         East    Units  Estimated Accuracy
 FD0580;SPC TN       -   144,700.      518,740.      MT  (+/- 180 meters Scaled)
 FD0580
 FD0580                          SUPERSEDED SURVEY CONTROL
 FD0580
 FD0580  NGVD 29 (??/??/92)  253.080  (m)          830.31   (f) ADJ UNCH    2 0
 FD0580
 FD0580.Superseded values are not recommended for survey control.
 FD0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0580.See file dsdata.txt to determine how the superseded data were derived.
 FD0580
 FD0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE093433(NAD 83)
 FD0580_MARKER: DR = REFERENCE MARK DISK
 FD0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0580_STAMPING: DANIELS NO 1 1960
 FD0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0580+STABILITY: SURFACE MOTION
 FD0580
 FD0580  HISTORY     - Date     Condition        Report By
 FD0580  HISTORY     - 1960     MONUMENTED       CGS
 FD0580
 FD0580                          STATION DESCRIPTION
 FD0580
 FD0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0580'8.7 MI N FROM BRYANT.
 FD0580'THIS MARK IS LOCATED AT THE DANIELS 1960 STATION SITE, 64.3
 FD0580'FT. SOUTH OF THE STATION MARK AND 4 FT. NORTH OF A WIRE FENCE.
 FD0580'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0580'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0581 ***********************************************************************
 FD0581  DESIGNATION -  DANIELS RM 2
 FD0581  PID         -  FD0581
 FD0581  STATE/COUNTY-  TN/MAURY
 FD0581  USGS QUAD   -  CARTERS CREEK (1982)
 FD0581
 FD0581                         *CURRENT SURVEY CONTROL
 FD0581  ___________________________________________________________________
 FD0581* NAD 83(1986)-  35 38 03.     (N)    086 53 50.     (W)     SCALED    
 FD0581* NAVD 88     -       254.069  (meters)     833.56   (feet)  ADJUSTED  
 FD0581  ___________________________________________________________________
 FD0581  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 FD0581  DYNAMIC HT  -         253.846 (meters)     832.83  (feet)  COMP
 FD0581  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FD0581
 FD0581  VERT ORDER  -  SECOND    CLASS 0
 FD0581
 FD0581.The horizontal coordinates were scaled from a topographic map and have
 FD0581.an estimated accuracy of +/- 6 seconds.
 FD0581
 FD0581.The orthometric height was determined by differential leveling
 FD0581.and adjusted by the National Geodetic Survey in June 1991..
 FD0581
 FD0581.The geoid height was determined by GEOID03.
 FD0581
 FD0581.The dynamic height is computed by dividing the NAVD 88
 FD0581.geopotential number by the normal gravity value computed on the
 FD0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0581.degrees latitude (g = 980.6199 gals.).
 FD0581
 FD0581.The modeled gravity was interpolated from observed gravity values.
 FD0581
 FD0581;                    North         East    Units  Estimated Accuracy
 FD0581;SPC TN       -   144,700.      518,740.      MT  (+/- 180 meters Scaled)
 FD0581
 FD0581                          SUPERSEDED SURVEY CONTROL
 FD0581
 FD0581  NGVD 29 (??/??/92)  254.049  (m)          833.49   (f) ADJ UNCH    2 0
 FD0581
 FD0581.Superseded values are not recommended for survey control.
 FD0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0581.See file dsdata.txt to determine how the superseded data were derived.
 FD0581
 FD0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE093433(NAD 83)
 FD0581_MARKER: DR = REFERENCE MARK DISK
 FD0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0581_STAMPING: DANIELS NO 2 1960
 FD0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0581+STABILITY: SURFACE MOTION
 FD0581
 FD0581  HISTORY     - Date     Condition        Report By
 FD0581  HISTORY     - 1960     MONUMENTED       CGS
 FD0581
 FD0581                          STATION DESCRIPTION
 FD0581
 FD0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0581'8.7 MI N FROM BRYANT.
 FD0581'THIS MARK IS LOCATED AT THE DANIELS 1960 STATION SITE, 76.6 FT.
 FD0581'WEST OF THE STATION MARK, 7 FT. EAST OF A WIRE FENCE AND 2.5 FT.
 FD0581'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0581'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1647 ***********************************************************************
 GC1647  DESIGNATION -  DANVILLE
 GC1647  PID         -  GC1647
 GC1647  STATE/COUNTY-  TN/HOUSTON
 GC1647  USGS QUAD   -  MC KINNON (1973)
 GC1647
 GC1647                         *CURRENT SURVEY CONTROL
 GC1647  ___________________________________________________________________
 GC1647* NAD 83(1986)-  36 17 55.     (N)    087 56 47.     (W)     SCALED    
 GC1647* NAVD 88     -       112.137  (meters)     367.90   (feet)  ADJUSTED  
 GC1647  ___________________________________________________________________
 GC1647  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1647  DYNAMIC HT  -         112.045 (meters)     367.60  (feet)  COMP
 GC1647  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 GC1647
 GC1647  VERT ORDER  -  SECOND    CLASS 0
 GC1647
 GC1647.The horizontal coordinates were scaled from a topographic map and have
 GC1647.an estimated accuracy of +/- 6 seconds.
 GC1647
 GC1647.The orthometric height was determined by differential leveling
 GC1647.and adjusted by the National Geodetic Survey in June 1991..
 GC1647
 GC1647.The geoid height was determined by GEOID03.
 GC1647
 GC1647.The dynamic height is computed by dividing the NAVD 88
 GC1647.geopotential number by the normal gravity value computed on the
 GC1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1647.degrees latitude (g = 980.6199 gals.).
 GC1647
 GC1647.The modeled gravity was interpolated from observed gravity values.
 GC1647
 GC1647;                    North         East    Units  Estimated Accuracy
 GC1647;SPC TN       -   219,790.      425,190.      MT  (+/- 180 meters Scaled)
 GC1647
 GC1647                          SUPERSEDED SURVEY CONTROL
 GC1647
 GC1647  NGVD 29 (??/??/92)  112.182  (m)          368.05   (f) ADJ UNCH    2 0
 GC1647
 GC1647.Superseded values are not recommended for survey control.
 GC1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1647.See file dsdata.txt to determine how the superseded data were derived.
 GC1647
 GC1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF150174(NAD 83)
 GC1647_MARKER: B = BOLT
 GC1647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1647_SP_SET: BRIDGE
 GC1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1647
 GC1647  HISTORY     - Date     Condition        Report By
 GC1647  HISTORY     - UNK      MONUMENTED       DOD
 GC1647  HISTORY     - 1935     GOOD             NGS
 GC1647
 GC1647                          STATION DESCRIPTION
 GC1647
 GC1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GC1647'0.2 MI W FROM DANVILLE.
 GC1647'0.25 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC1647'THE STATION AT DANVILLE, HOUSTON COUNTY, AT BRIDGE NO. 47 OVER
 GC1647'TENNESSEE RIVER, IN THE NORTHEAST CONCRETE ABUTMENT, IN THE CENTER
 GC1647'OF THE TOP OF THE RETAINING WALL, AND 9 FEET SOUTH OF THE
 GC1647'CENTERLINE OF THE TRACK.  A HEXAGONAL BRASS BOLT.  NOTE-- THIS
 GC1647'BENCH MARK WAS NOT INCLUDED IN THE CHECK LEVELING OF 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0959 ***********************************************************************
 FD0959  DESIGNATION -  DAVID
 FD0959  PID         -  FD0959
 FD0959  STATE/COUNTY-  TN/WAYNE
 FD0959  USGS QUAD   -  EAGLE CREEK (1972)
 FD0959
 FD0959                         *CURRENT SURVEY CONTROL
 FD0959  ___________________________________________________________________
 FD0959* NAD 83(1986)-  35 17 56.     (N)    087 58 10.     (W)     SCALED    
 FD0959* NAVD 88     -       226.406  (meters)     742.80   (feet)  ADJUSTED  
 FD0959  ___________________________________________________________________
 FD0959  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0959  DYNAMIC HT  -         226.194 (meters)     742.10  (feet)  COMP
 FD0959  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FD0959
 FD0959  VERT ORDER  -  SECOND    CLASS 0
 FD0959
 FD0959.The horizontal coordinates were scaled from a topographic map and have
 FD0959.an estimated accuracy of +/- 6 seconds.
 FD0959
 FD0959.The orthometric height was determined by differential leveling
 FD0959.and adjusted by the National Geodetic Survey in June 1991..
 FD0959
 FD0959.The geoid height was determined by GEOID03.
 FD0959
 FD0959.The dynamic height is computed by dividing the NAVD 88
 FD0959.geopotential number by the normal gravity value computed on the
 FD0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0959.degrees latitude (g = 980.6199 gals.).
 FD0959
 FD0959.The modeled gravity was interpolated from observed gravity values.
 FD0959
 FD0959;                    North         East    Units  Estimated Accuracy
 FD0959;SPC TN       -   108,930.      420,880.      MT  (+/- 180 meters Scaled)
 FD0959
 FD0959                          SUPERSEDED SURVEY CONTROL
 FD0959
 FD0959  NGVD 29 (??/??/92)  226.410  (m)          742.81   (f) ADJ UNCH    2 0
 FD0959
 FD0959.Superseded values are not recommended for survey control.
 FD0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0959.See file dsdata.txt to determine how the superseded data were derived.
 FD0959
 FD0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE118066(NAD 83)
 FD0959_MARKER: DD = SURVEY DISK
 FD0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0959_STAMPING: DAVID 1962
 FD0959_MARK LOGO: TNHD  
 FD0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0959+STABILITY: SURFACE MOTION
 FD0959
 FD0959  HISTORY     - Date     Condition        Report By
 FD0959  HISTORY     - 1962     MONUMENTED       TNHD
 FD0959
 FD0959                          STATION DESCRIPTION
 FD0959
 FD0959'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0959'4.5 MI E FROM OLIVE HILL.
 FD0959'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0959'4.5 MILES TO A TRACK ROAD LEFT.  TURN LEFT ON THE TRACK ROAD AND
 FD0959'GO 125 FEET NORTH TO THE END OF THE TRACK ROAD AND THE MARK.  THE
 FD0959'STATION IS 25 FEET SOUTHEAST OF A 10-INCH OAK TREE, 14 FEET NORTHWEST
 FD0959'OF A 15-INCH OAK TREE, AND 2.1 FEET WEST OF A WITNESS POST.  THE
 FD0959'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP
 FD0959'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1607 ***********************************************************************
 FD1607  DESIGNATION -  DAVID
 FD1607  PID         -  FD1607
 FD1607  STATE/COUNTY-  TN/WAYNE
 FD1607  USGS QUAD   -  EAGLE CREEK (1972)
 FD1607
 FD1607                         *CURRENT SURVEY CONTROL
 FD1607  ___________________________________________________________________
 FD1607* NAD 83(1995)-  35 17 55.82788(N)    087 58 10.11595(W)     ADJUSTED  
 FD1607* NAVD 88     -       226.6    (meters)     743.     (feet)  VERTCON   
 FD1607  ___________________________________________________________________
 FD1607  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FD1607  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD1607
 FD1607  HORZ ORDER  -  SECOND
 FD1607
 FD1607.The horizontal coordinates were established by classical geodetic methods
 FD1607.and adjusted by the National Geodetic Survey in April 1999..
 FD1607
 FD1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1607
 FD1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1607
 FD1607.The geoid height was determined by GEOID03.
 FD1607
 FD1607;                    North         East     Units Scale Factor Converg.
 FD1607;SPC TN       -   108,925.577   420,879.756   MT  0.99999174   -1 09 10.8
 FD1607;SPC TN       -   357,366.66  1,380,836.33   sFT  0.99999174   -1 09 10.8
 FD1607;UTM  16      - 3,906,615.160   411,855.081   MT  0.99969575   -0 33 36.9
 FD1607
 FD1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1607!SPC TN       -   0.99996881  x   0.99999174  =   0.99996055
 FD1607!UTM  16      -   0.99996881  x   0.99969575  =   0.99966457
 FD1607
 FD1607|---------------------------------------------------------------------|
 FD1607| PID    Reference Object                     Distance      Geod. Az  |
 FD1607|                                                           dddmmss.s |
 FD1607| FD0960 DAVID RM 1                           33.117 METERS 08303     |
 FD1607| FD0956 DAVID AZ MK                                        1831032.7 |
 FD1607| FD0958 DAVID RM 2                           30.005 METERS 19625     |
 FD1607|---------------------------------------------------------------------|
 FD1607
 FD1607                          SUPERSEDED SURVEY CONTROL
 FD1607
 FD1607  NAD 83(1995)-  35 17 55.83199(N)    087 58 10.11656(W) AD(       ) 2
 FD1607  NAD 83(1995)-  35 17 55.83207(N)    087 58 10.11662(W) AD(       ) 2
 FD1607  NAD 83(1995)-  35 17 55.83417(N)    087 58 10.11582(W) AD(       ) 2
 FD1607  NAD 83(1986)-  35 17 55.83732(N)    087 58 10.11528(W) AD(       ) 2
 FD1607  NAD 27      -  35 17 55.55700(N)    087 58 10.01520(W) AD(       ) 2
 FD1607  NGVD 29 (07/19/86)  226.6    (m)          743.     (f) VERT ANG       
 FD1607
 FD1607.Superseded values are not recommended for survey control.
 FD1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1607.See file dsdata.txt to determine how the superseded data were derived.
 FD1607
 FD1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1185506615(NAD 83)
 FD1607_MARKER: DD = SURVEY DISK
 FD1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1607_MARK LOGO: TNHD  
 FD1607
 FD1607  HISTORY     - Date     Condition        Report By
 FD1607  HISTORY     - 1962     MONUMENTED       TNHD
 FD1607
 FD1607                          STATION DESCRIPTION
 FD1607
 FD1607'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1607'THE STATION IS ABOUT 13 MILES WEST OF WAYNESBORO.
 FD1607'
 FD1607'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND 114, GO
 FD1607'2.7 MILES WEST ON
 FD1607'STATE ROUTE 15 TO THE CREST OF DAVIDSON HILL AND A
 FD1607'TRACK ROAD RIGHT, TURN RIGHT AND
 FD1607'GO 125 FEET NORTH TO THE END OF THE
 FD1607'TRACK ROAD AND THE MARK AS DESCRIBED.
 FD1607'
 FD1607'THE STATION IS 25 FEET SOUTHEAST OF A 10-INCH OAK TREE, 14 FEET
 FD1607'NORTHWEST OF A 15-INCH
 FD1607'OAK TREE, AND 2.1 FEET WEST OF A WITNESS POST.  SURFACE
 FD1607'AND UNDERGROUND MARKS ARE
 FD1607'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 FD1607'STAMPED DAVID 1962.  THE UNDERGROUND MARK IS
 FD1607'30 INCHES BELOW THE
 FD1607'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 FD1607'FLUSH, CONCRETE MONUMENT.
 FD1607'
 FD1607'REFERENCE MARK NO 1 IS 35 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD1607'A TRACK ROAD AND 8
 FD1607'FEET WEST OF AN 18-INCH WALNUT TREE.  THE MARK IS
 FD1607'A STANDARD TENNESSEE HIGHWAY
 FD1607'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD1607'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1607'STAMPED DAVID RM-1 1962.
 FD1607'
 FD1607'REFERENCE MARK NO 2 IS 27 FEET WEST OF A 10-INCH WALNUT TREE AND 8
 FD1607'FEET NORTHWEST OF A
 FD1607'10-INCH OAK TREE.  THE MARK IS A STANDARD TENNESSEE
 FD1607'HIGHWAY DEPARTMENT DISK SET IN A
 FD1607'10-INCH SQUARE, FLUSH, CONCRETE
 FD1607'MONUMENT AND THE DISK IS STAMPED DAVID RM-2 1962.
 FD1607'
 FD1607'THE AZIMUTH MARK IS 35 FEET WEST OF THE APPROXIMATE CENTER OF A
 FD1607'GRAVEL ROAD, 12
 FD1607'FEET NORTHWEST OF AN 11-INCH ELM TREE, AND 1.8 FEET NORTH OF
 FD1607'A WITNESS POST.  THE MARK
 FD1607'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1607'DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD1607'CONCRETE MONUMENT AND THE DISK
 FD1607'IS STAMPED DAVID AZI 1962.
 FD1607'
 FD1607'TO REACH THE AZIMUTH FROM THE INTERSECTION OF THE TRACK ROAD AND
 FD1607'STATE ROUTE 15, GO
 FD1607'15 FEET WEST ON STATE ROUTE 15 TO A DEAD END GRAVEL ROAD
 FD1607'LEFT, TURN LEFT, AND GO 0.1
 FD1607'MILE SOUTH TO THE MARK ON THE RIGHT.
 FD1607'
 FD1607'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0956 ***********************************************************************
 FD0956  DESIGNATION -  DAVID AZ MK
 FD0956  PID         -  FD0956
 FD0956  STATE/COUNTY-  TN/WAYNE
 FD0956  USGS QUAD   -  EAGLE CREEK (1972)
 FD0956
 FD0956                         *CURRENT SURVEY CONTROL
 FD0956  ___________________________________________________________________
 FD0956* NAD 83(1986)-  35 17 55.     (N)    087 58 03.     (W)     SCALED    
 FD0956* NAVD 88     -       219.840  (meters)     721.26   (feet)  ADJUSTED  
 FD0956  ___________________________________________________________________
 FD0956  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0956  DYNAMIC HT  -         219.635 (meters)     720.59  (feet)  COMP
 FD0956  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FD0956
 FD0956  VERT ORDER  -  SECOND    CLASS 0
 FD0956
 FD0956.The horizontal coordinates were scaled from a topographic map and have
 FD0956.an estimated accuracy of +/- 6 seconds.
 FD0956
 FD0956.The orthometric height was determined by differential leveling
 FD0956.and adjusted by the National Geodetic Survey in June 1991..
 FD0956
 FD0956.The geoid height was determined by GEOID03.
 FD0956
 FD0956.The dynamic height is computed by dividing the NAVD 88
 FD0956.geopotential number by the normal gravity value computed on the
 FD0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0956.degrees latitude (g = 980.6199 gals.).
 FD0956
 FD0956.The modeled gravity was interpolated from observed gravity values.
 FD0956
 FD0956;                    North         East    Units  Estimated Accuracy
 FD0956;SPC TN       -   108,900.      421,060.      MT  (+/- 180 meters Scaled)
 FD0956
 FD0956                          SUPERSEDED SURVEY CONTROL
 FD0956
 FD0956  NGVD 29 (??/??/92)  219.846  (m)          721.28   (f) ADJ UNCH    2 0
 FD0956
 FD0956.Superseded values are not recommended for survey control.
 FD0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0956.See file dsdata.txt to determine how the superseded data were derived.
 FD0956
 FD0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE120065(NAD 83)
 FD0956_MARKER: DD = SURVEY DISK
 FD0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0956_STAMPING: DAVID AZI 1962
 FD0956_MARK LOGO: TNHD  
 FD0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0956+STABILITY: SURFACE MOTION
 FD0956
 FD0956  HISTORY     - Date     Condition        Report By
 FD0956  HISTORY     - 1962     MONUMENTED       TNHD
 FD0956
 FD0956                          STATION DESCRIPTION
 FD0956
 FD0956'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0956'4.5 MI E FROM OLIVE HILL.
 FD0956'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0956'4.5 MILES TO A DEAD END GRAVEL ROAD RIGHT.  TURN RIGHT ON THE
 FD0956'GRAVEL ROAD AND GO 0.1 MILE SOUTH TO THE MARK ON THE RIGHT.  THE
 FD0956'AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 FD0956'12 FEET NORTHWEST OF AN 11-INCH ELM TREE AND 1.8 FEET NORTH
 FD0956'OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0956'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0956'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0960 ***********************************************************************
 FD0960  DESIGNATION -  DAVID RM 1
 FD0960  PID         -  FD0960
 FD0960  STATE/COUNTY-  TN/WAYNE
 FD0960  USGS QUAD   -  EAGLE CREEK (1972)
 FD0960
 FD0960                         *CURRENT SURVEY CONTROL
 FD0960  ___________________________________________________________________
 FD0960* NAD 83(1986)-  35 17 56.     (N)    087 58 10.     (W)     SCALED    
 FD0960* NAVD 88     -       224.186  (meters)     735.52   (feet)  ADJUSTED  
 FD0960  ___________________________________________________________________
 FD0960  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0960  DYNAMIC HT  -         223.977 (meters)     734.83  (feet)  COMP
 FD0960  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FD0960
 FD0960  VERT ORDER  -  SECOND    CLASS 0
 FD0960
 FD0960.The horizontal coordinates were scaled from a topographic map and have
 FD0960.an estimated accuracy of +/- 6 seconds.
 FD0960
 FD0960.The orthometric height was determined by differential leveling
 FD0960.and adjusted by the National Geodetic Survey in June 1991..
 FD0960
 FD0960.The geoid height was determined by GEOID03.
 FD0960
 FD0960.The dynamic height is computed by dividing the NAVD 88
 FD0960.geopotential number by the normal gravity value computed on the
 FD0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0960.degrees latitude (g = 980.6199 gals.).
 FD0960
 FD0960.The modeled gravity was interpolated from observed gravity values.
 FD0960
 FD0960;                    North         East    Units  Estimated Accuracy
 FD0960;SPC TN       -   108,930.      420,880.      MT  (+/- 180 meters Scaled)
 FD0960
 FD0960                          SUPERSEDED SURVEY CONTROL
 FD0960
 FD0960  NGVD 29 (??/??/92)  224.191  (m)          735.53   (f) ADJ UNCH    2 0
 FD0960
 FD0960.Superseded values are not recommended for survey control.
 FD0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0960.See file dsdata.txt to determine how the superseded data were derived.
 FD0960
 FD0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE118066(NAD 83)
 FD0960_MARKER: DD = SURVEY DISK
 FD0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0960_STAMPING: DAVID RM 1 1962
 FD0960_MARK LOGO: TNHD  
 FD0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0960+STABILITY: SURFACE MOTION
 FD0960
 FD0960  HISTORY     - Date     Condition        Report By
 FD0960  HISTORY     - 1962     MONUMENTED       TNHD
 FD0960
 FD0960                          STATION DESCRIPTION
 FD0960
 FD0960'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0960'4.5 MI E FROM OLIVE HILL.
 FD0960'THIS MARK IS LOCATED AT THE DAVID 1962 STATION SITE, 35 FEET
 FD0960'NORTHWEST OF THE CENTERLINE OF A TRACK ROAD, 8 FEET WEST OF AN
 FD0960'18-INCH WALNUT TREE AND 109 FEET EAST OF THE STATION.  THE
 FD0960'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP
 FD0960'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0958 ***********************************************************************
 FD0958  DESIGNATION -  DAVID RM 2
 FD0958  PID         -  FD0958
 FD0958  STATE/COUNTY-  TN/WAYNE
 FD0958  USGS QUAD   -  EAGLE CREEK (1972)
 FD0958
 FD0958                         *CURRENT SURVEY CONTROL
 FD0958  ___________________________________________________________________
 FD0958* NAD 83(1986)-  35 17 56.     (N)    087 58 10.     (W)     SCALED    
 FD0958* NAVD 88     -       225.209  (meters)     738.87   (feet)  ADJUSTED  
 FD0958  ___________________________________________________________________
 FD0958  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0958  DYNAMIC HT  -         224.999 (meters)     738.18  (feet)  COMP
 FD0958  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FD0958
 FD0958  VERT ORDER  -  SECOND    CLASS 0
 FD0958
 FD0958.The horizontal coordinates were scaled from a topographic map and have
 FD0958.an estimated accuracy of +/- 6 seconds.
 FD0958
 FD0958.The orthometric height was determined by differential leveling
 FD0958.and adjusted by the National Geodetic Survey in June 1991..
 FD0958
 FD0958.The geoid height was determined by GEOID03.
 FD0958
 FD0958.The dynamic height is computed by dividing the NAVD 88
 FD0958.geopotential number by the normal gravity value computed on the
 FD0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0958.degrees latitude (g = 980.6199 gals.).
 FD0958
 FD0958.The modeled gravity was interpolated from observed gravity values.
 FD0958
 FD0958;                    North         East    Units  Estimated Accuracy
 FD0958;SPC TN       -   108,930.      420,880.      MT  (+/- 180 meters Scaled)
 FD0958
 FD0958                          SUPERSEDED SURVEY CONTROL
 FD0958
 FD0958  NGVD 29 (??/??/92)  225.214  (m)          738.89   (f) ADJ UNCH    2 0
 FD0958
 FD0958.Superseded values are not recommended for survey control.
 FD0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0958.See file dsdata.txt to determine how the superseded data were derived.
 FD0958
 FD0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE118066(NAD 83)
 FD0958_MARKER: DD = SURVEY DISK
 FD0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0958_STAMPING: DAVID RM 2 1962
 FD0958_MARK LOGO: TNHD  
 FD0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0958+STABILITY: SURFACE MOTION
 FD0958
 FD0958  HISTORY     - Date     Condition        Report By
 FD0958  HISTORY     - 1962     MONUMENTED       TNHD
 FD0958
 FD0958                          STATION DESCRIPTION
 FD0958
 FD0958'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0958'4.5 MI E FROM OLIVE HILL.
 FD0958'THIS MARK IS LOCATED AT THE DAVID 1962 STATION SITE, 27 FEET
 FD0958'WEST OF A 10-INCH WALNUT TREE, 8 FEET NORTHWEST OF A 10-INCH OAK
 FD0958'TREE AND 98 FEET SOUTH OF THE STATION.  THE MARK IS A STANDARD
 FD0958'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0958'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0657 ***********************************************************************
 FD0657  DESIGNATION -  DAVIS
 FD0657  PID         -  FD0657
 FD0657  STATE/COUNTY-  TN/WILLIAMSON
 FD0657  USGS QUAD   -  SPRING HILL (1979)
 FD0657
 FD0657                         *CURRENT SURVEY CONTROL
 FD0657  ___________________________________________________________________
 FD0657* NAD 83(1995)-  35 51 19.47250(N)    086 53 03.35693(W)     ADJUSTED  
 FD0657* NAVD 88     -       249.494  (meters)     818.55   (feet)  ADJUSTED  
 FD0657  ___________________________________________________________________
 FD0657  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FD0657  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD0657  DYNAMIC HT  -         249.274 (meters)     817.83  (feet)  COMP
 FD0657  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 FD0657
 FD0657  HORZ ORDER  -  SECOND
 FD0657  VERT ORDER  -  SECOND    CLASS 0
 FD0657
 FD0657.The horizontal coordinates were established by classical geodetic methods
 FD0657.and adjusted by the National Geodetic Survey in April 1999..
 FD0657
 FD0657.The orthometric height was determined by differential leveling
 FD0657.and adjusted by the National Geodetic Survey in June 1991..
 FD0657
 FD0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0657
 FD0657.The geoid height was determined by GEOID03.
 FD0657
 FD0657.The dynamic height is computed by dividing the NAVD 88
 FD0657.geopotential number by the normal gravity value computed on the
 FD0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0657.degrees latitude (g = 980.6199 gals.).
 FD0657
 FD0657.The modeled gravity was interpolated from observed gravity values.
 FD0657
 FD0657;                    North         East     Units Scale Factor Converg.
 FD0657;SPC TN       -   169,233.591   520,131.250   MT  0.99994847   -0 31 03.7
 FD0657;SPC TN       -   555,227.21  1,706,463.94   sFT  0.99994847   -0 31 03.7
 FD0657;UTM  16      - 3,967,917.576   510,449.857   MT  0.99960135   +0 04 04.0
 FD0657
 FD0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0657!SPC TN       -   0.99996532  x   0.99994847  =   0.99991379
 FD0657!UTM  16      -   0.99996532  x   0.99960135  =   0.99956668
 FD0657
 FD0657:                Primary Azimuth Mark                     Grid Az
 FD0657:SPC TN       -  TS 1S                                    002 18 36.9
 FD0657:UTM  16      -  TS 1S                                    001 43 29.2
 FD0657
 FD0657|---------------------------------------------------------------------|
 FD0657| PID    Reference Object                     Distance      Geod. Az  |
 FD0657|                                                           dddmmss.s |
 FD0657| FD1496 TS 1S                               APPROX. 1.8 KM 0014733.2 |
 FD0657| CG5217 DAVIS RM 2                           12.745 METERS 00446     |
 FD0657| CG5216 DAVIS RM 1                           12.551 METERS 15108     |
 FD0657|---------------------------------------------------------------------|
 FD0657
 FD0657                          SUPERSEDED SURVEY CONTROL
 FD0657
 FD0657  NAD 83(1995)-  35 51 19.47482(N)    086 53 03.35817(W) AD(       ) 2
 FD0657  NAD 83(1986)-  35 51 19.48327(N)    086 53 03.35928(W) AD(       ) 2
 FD0657  NAD 27      -  35 51 19.24390(N)    086 53 03.35360(W) AD(       ) 2
 FD0657  NGVD 29 (??/??/??)  249.46   (m)          818.4    (f) RESET       3  
 FD0657
 FD0657.Superseded values are not recommended for survey control.
 FD0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0657.See file dsdata.txt to determine how the superseded data were derived.
 FD0657
 FD0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1045067918(NAD 83)
 FD0657_MARKER: DD = SURVEY DISK
 FD0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0657_STAMPING: DAVIS 1963
 FD0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0657+STABILITY: SURFACE MOTION
 FD0657
 FD0657  HISTORY     - Date     Condition        Report By
 FD0657  HISTORY     - 1963     MONUMENTED       TNHD
 FD0657  HISTORY     - 1963     GOOD             TNHD
 FD0657  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0657
 FD0657                          STATION DESCRIPTION
 FD0657
 FD0657'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0657'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF FRANKLIN.
 FD0657'
 FD0657'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN AND THE
 FD0657'JUNCTION OF U S HIGHWAY 31
 FD0657'AND 431, GO SOUTH ON U S HIGHWAY 31 FOR 5.0 MILES TO THE
 FD0657'STATION ON THE LEFT.
 FD0657'
 FD0657'THE STATION IS 31 FEET EAST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0657'31, 5 FEET SOUTH OF A
 FD0657'UTILITY POLE, 4.2 FEET NORTH OF A METAL WITNESS POST AND 2
 FD0657'FEET WEST OF A WIRE FENCE.
 FD0657'THE SURFACE AND UNDERGROUND MARKS ARE
 FD0657'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK AND
 FD0657'ARE STAMPED DAVIS
 FD0657'1963.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0657'CONCRETE
 FD0657'MONUMENT.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 FD0657'SURFACE.
 FD0657'
 FD0657'REFERENCE MARK NO 1 IS 52 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0657'HIGHWAY 31, 48
 FD0657'FEET NORTHEAST OF THE NORTHWEST CORNER OF A WHITE
 FD0657'FRAME HOUSE AND 1 FOOT SOUTH OF A
 FD0657'WIRE FENCE.  IT IS A STANDARD
 FD0657'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0657'SQUARE, FLUSH,
 FD0657'CONCRETE MONUMENT AND THE DISK IS STAMPED DAVIS RM-1 1963.
 FD0657'
 FD0657'REFERENCE MARK NO 2 IS 37 FEET NORTH OF A UTILITY POLE, 31 FEET EAST
 FD0657'OF THE APPROXIMATE
 FD0657'CENTER OF U S HIGHWAY 31 AND 1 FOOT WEST OF A WIRE FENCE.
 FD0657'IT IS A STANDARD TENNESSEE
 FD0657'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0657'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD0657'IS STAMPED DAVIS RM-2
 FD0657'1963.
 FD0657'
 FD0657'TS-1S (T G S) WILL SERVE AS THE AZIMUTH MARK FOR THIS STATION.  SEE
 FD0657'DESCRIPTION THEREOF.
 FD0657'
 FD0657'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FD0657
 FD0657                          STATION RECOVERY (1963)
 FD0657
 FD0657'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0657'5 MI S FROM FRANKLIN.
 FD0657'FROM THE POST OFFICE IN FRANKLIN AND THE JUNCTION OF U.S. HIGHWAY
 FD0657'31 AND 431, GO SOUTH ON U.S. HIGHWAY 31 FOR 5.0 MILES TO THE
 FD0657'STATION ON THE LEFT.  THE MARK IS 31 FEET EAST OF THE CENTER
 FD0657'LINE OF U.S. HIGHWAY 31, 5 FEET SOUTH OF A UTILITY POLE, 4.2
 FD0657'FEET NORTH OF A METAL WITNESS POST AND 2 FEET WEST OF A WIRE
 FD0657'FENCE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0657
 FD0657                          STATION RECOVERY (1984)
 FD0657
 FD0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0657'NOT RECOVERED.  RECOVERY HAMPERED BY ICE AND SNOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2495 ***********************************************************************
 GB2495  DESIGNATION -  DAVIS
 GB2495  PID         -  GB2495
 GB2495  STATE/COUNTY-  TN/CAMPBELL
 GB2495  USGS QUAD   -  JELLICO WEST (1979)
 GB2495
 GB2495                         *CURRENT SURVEY CONTROL
 GB2495  ___________________________________________________________________
 GB2495* NAD 83(1995)-  36 31 44.83251(N)    084 10 20.73827(W)     ADJUSTED  
 GB2495* NAVD 88     -       629.1    (meters)    2064.     (feet)  VERTCON   
 GB2495  ___________________________________________________________________
 GB2495  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GB2495  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB2495
 GB2495  HORZ ORDER  -  SECOND
 GB2495
 GB2495.The horizontal coordinates were established by classical geodetic methods
 GB2495.and adjusted by the National Geodetic Survey in April 1999..
 GB2495
 GB2495.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2495
 GB2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2495
 GB2495.The geoid height was determined by GEOID03.
 GB2495
 GB2495;                    North         East     Units Scale Factor Converg.
 GB2495;SPC TN       -   245,155.710   763,666.987   MT  1.00002188   +1 04 11.8
 GB2495;SPC TN       -   804,315.03  2,505,464.11   sFT  1.00002188   +1 04 11.8
 GB2495;SPC KY1Z     - 1,022,925.024 1,641,302.039   MT  1.00017862   +0 58 06.8
 GB2495;SPC KY1Z     - 3,356,046.52  5,384,838.44   sFT  1.00017862   +0 58 06.8
 GB2495;SPC KY S     -   522,906.994   641,283.090   MT  1.00004334   +0 57 24.3
 GB2495;SPC KY S     - 1,715,570.70  2,103,942.94   sFT  1.00004334   +0 57 24.3
 GB2495;UTM  16      - 4,046,358.225   753,159.373   MT  1.00038968   +1 41 02.2
 GB2495
 GB2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2495!SPC TN       -   0.99990595  x   1.00002188  =   0.99992783
 GB2495!SPC KY1Z     -   0.99990595  x   1.00017862  =   1.00008456
 GB2495!SPC KY S     -   0.99990595  x   1.00004334  =   0.99994929
 GB2495!UTM  16      -   0.99990595  x   1.00038968  =   1.00029560
 GB2495
 GB2495|---------------------------------------------------------------------|
 GB2495| PID    Reference Object                     Distance      Geod. Az  |
 GB2495|                                                           dddmmss.s |
 GB2495| DB9168 DAVIS RM 1                           21.537 METERS 02550     |
 GB2495| DB9169 DAVIS RM 2                           23.695 METERS 21038     |
 GB2495| DB9167 DAVIS AZ MK                                        2691905.2 |
 GB2495|---------------------------------------------------------------------|
 GB2495
 GB2495                          SUPERSEDED SURVEY CONTROL
 GB2495
 GB2495  NAD 83(1995)-  36 31 44.83287(N)    084 10 20.73893(W) AD(       ) 2
 GB2495  NAD 83(1995)-  36 31 44.84249(N)    084 10 20.74139(W) AD(       ) 2
 GB2495  NAD 83(1986)-  36 31 44.84384(N)    084 10 20.74015(W) AD(       ) 2
 GB2495  NAD 27      -  36 31 44.54580(N)    084 10 20.97900(W) AD(       ) 2
 GB2495  NGVD 29 (07/19/86)  629.2    (m)         2064.     (f) VERT ANG       
 GB2495
 GB2495.Superseded values are not recommended for survey control.
 GB2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2495.See file dsdata.txt to determine how the superseded data were derived.
 GB2495
 GB2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5315946358(NAD 83)
 GB2495_MARKER: DE = TRAVERSE STATION DISK
 GB2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2495
 GB2495  HISTORY     - Date     Condition        Report By
 GB2495  HISTORY     - 1961     MONUMENTED       CGS
 GB2495  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GB2495
 GB2495                          STATION DESCRIPTION
 GB2495
 GB2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2495'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF JELLICO AND ABOUT 1
 GB2495'1/2 MILES SOUTH OF NEWCOMB
 GB2495'ON PINE MOUNTAIN.
 GB2495'
 GB2495'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2495'HIGHWAY 63 IN LAFOLLETT,
 GB2495'GO NORTH ON U.S.  HIGHWAY 25W FOR 10.5 MILES TO T
 GB2495'ROAD LEFT, JUST AFTER CROSSING A
 GB2495'CONCRETE BRIDGE, TURN LEFT AND GO
 GB2495'5.0 MILES TO A FORK, TAKE LEFT FORK, AND GO 0.75
 GB2495'MILE TO A FORK, TAKE
 GB2495'RIGHT FORK, AND GO 1.5 MILES TO A T ROAD RIGHT, WHITE FRAME HOUSE
 GB2495'ON THE LEFT, TURN
 GB2495'RIGHT AND GO 1.1 MILES TO A CROSSROAD, CONTINUE
 GB2495'STRAIGHT AHEAD AND GO 0.6 MILE TO
 GB2495'A HOUSE ON THE RIGHT, CONTINUE ON
 GB2495'MOUNTAIN ROAD AND GO 0.55 MILE TO A T ROAD LEFT
 GB2495'JUST BEFORE
 GB2495'REACHING TOP OF HILL, CONTINUE STRAIGHT AHEAD AND GO 0.7 MILE TO A
 GB2495'DIM SIDE ROAD
 GB2495'RIGHT, TURN SHARP RIGHT AND GO UP RIDGE FOR 0.1 MILE TO
 GB2495'THE STATION.
 GB2495'
 GB2495'STATION MARK IS 1.8 FEET WEST OF A WITNESS SIGN.  THE MARK IS A
 GB2495'STANDARD TRAVERSE
 GB2495'DISK SET IN A CONCRETE POST, WHICH PROJECTS 4-INCHES AND IS
 GB2495'STAMPED DAVIS 1961.
 GB2495'
 GB2495'REFERENCE MARK NO. 1 IS 2.3 FEET EAST OF A WITNESS SIGN.  THE MARK IS
 GB2495'A STANDARD DISK SET
 GB2495'IN A CONCRETE POST, WHICH PROJECTS 2-INCHES AND IS
 GB2495'STAMPED DAVIS NO 1 1961.
 GB2495'
 GB2495'AZIMUTH MARK IS 160 FEET NORTHWEST OF THE CENTER OF AN OIL ROAD, 50
 GB2495'FEET NORTH OF A POWER LINE
 GB2495'POLE NUMBER 111, 7 FEET NORTHEAST OF A FENCE AND 2.5
 GB2495'FEET NORTHWEST OF A WITNESS SIGN.
 GB2495'THE MARK IS A STANDARD DISK
 GB2495'CEMENTED IN A DRILL HOLE IN A BOULDER, FLUSH AND IS
 GB2495'STAMPED DAVIS 1961.
 GB2495'
 GB2495'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING IN NEWCOMB, GO
 GB2495'SOUTH ON ELK VALLEY ROAD
 GB2495'FOR 2.4 MILES TO THE MARK ON THE RIGHT.
 GB2495'
 GB2495'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 GB2495
 GB2495                          STATION RECOVERY (1965)
 GB2495
 GB2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GB2495'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GB2495'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD
 GB2495'BEEN DESTROYED BY MACHINERY USED IN CLEARING THE RIGHT-OF-WAY FOR
 GB2495'INTERSTATE ROUTE 75.  DUE TO THE LOCATION OF THIS STATION ATOP A
 GB2495'HIGH, NARROW RIDGE WHICH WILL BE TRAVERSED BY INTERSTATE ROUTE 75, IT
 GB2495'WAS IMPOSSIBLE TO MOVE THE STATION OUT OF THE CONSTRUCTION AREA.
 GB2495'THEREFORE, THE STATION AND ALL MARKS WERE COMPLETELY
 GB2495'DESTROYED AND THE DISKS REMOVED FOR SUBMISSION TO THE WASHINGTON
 GB2495'OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1542 ***********************************************************************
 FD1542  DESIGNATION -  DAVIS
 FD1542  PID         -  FD1542
 FD1542  STATE/COUNTY-  TN/LAWRENCE
 FD1542  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1542
 FD1542                         *CURRENT SURVEY CONTROL
 FD1542  ___________________________________________________________________
 FD1542* NAD 83(1995)-  35 07 48.40469(N)    087 20 38.11320(W)     ADJUSTED  
 FD1542* NAVD 88     -       295.4    (meters)     969.     (feet)  VERTCON   
 FD1542  ___________________________________________________________________
 FD1542  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FD1542  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD1542
 FD1542  HORZ ORDER  -  SECOND
 FD1542
 FD1542.The horizontal coordinates were established by classical geodetic methods
 FD1542.and adjusted by the National Geodetic Survey in April 1999..
 FD1542
 FD1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1542
 FD1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1542
 FD1542.The geoid height was determined by GEOID03.
 FD1542
 FD1542;                    North         East     Units Scale Factor Converg.
 FD1542;SPC TN       -    89,244.596   477,511.484   MT  1.00002332   -0 47 12.4
 FD1542;SPC TN       -   292,796.65  1,566,635.59   sFT  1.00002332   -0 47 12.4
 FD1542;UTM  16      - 3,887,526.306   468,666.395   MT  0.99961210   -0 11 52.5
 FD1542
 FD1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1542!SPC TN       -   0.99995795  x   1.00002332  =   0.99998127
 FD1542!UTM  16      -   0.99995795  x   0.99961210  =   0.99957007
 FD1542
 FD1542|---------------------------------------------------------------------|
 FD1542| PID    Reference Object                     Distance      Geod. Az  |
 FD1542|                                                           dddmmss.s |
 FD1542| FD1554 DAVIS PTA                             8.214 METERS 00225     |
 FD1542| FD1545 LAWRENCEBURG MUNICIPAL TANK         APPROX.12.4 KM 0041538.5 |
 FD1542| CG5215 DAVIS RM 3                           35.909 METERS 14626     |
 FD1542| CG5212 DAVIS AZ MK                                        1774459.9 |
 FD1542| FD1556 DAVIS AZ MK RESET                   APPROX. 0.9 KM 1822433.9 |
 FD1542| CG5213 DAVIS RM 1                           46.491 METERS 18345     |
 FD1542| CG5214 DAVIS RM 2                           76.221 METERS 26334     |
 FD1542| FD1551 DAVIS ECC                            27.554 METERS 29547     |
 FD1542|---------------------------------------------------------------------|
 FD1542
 FD1542                          SUPERSEDED SURVEY CONTROL
 FD1542
 FD1542  NAD 83(1995)-  35 07 48.40448(N)    087 20 38.11385(W) AD(       ) 2
 FD1542  NAD 83(1995)-  35 07 48.41405(N)    087 20 38.11662(W) AD(       ) 2
 FD1542  NAD 83(1986)-  35 07 48.41554(N)    087 20 38.11606(W) AD(       ) 2
 FD1542  NAD 27      -  35 07 48.12300(N)    087 20 38.04100(W) AD(       ) 2
 FD1542  NGVD 29 (07/19/86)  295.4    (m)          969.     (f) VERT ANG       
 FD1542
 FD1542.Superseded values are not recommended for survey control.
 FD1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1542.See file dsdata.txt to determine how the superseded data were derived.
 FD1542
 FD1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6866687526(NAD 83)
 FD1542_MARKER: DS = TRIANGULATION STATION DISK
 FD1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1542_STAMPING: DAVIS 1934
 FD1542_MARK LOGO: CGS   
 FD1542
 FD1542  HISTORY     - Date     Condition        Report By
 FD1542  HISTORY     - 1934     MONUMENTED       CGS
 FD1542  HISTORY     - 1950     GOOD             TVA
 FD1542  HISTORY     - 1962     GOOD             TNHD
 FD1542  HISTORY     - 1962     GOOD             CGS
 FD1542  HISTORY     - 1973     GOOD             TVA
 FD1542  HISTORY     - 1976     GOOD             NGS
 FD1542  HISTORY     - 1979     GOOD             NGS
 FD1542
 FD1542                          STATION DESCRIPTION
 FD1542
 FD1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1542'ABOUT 7.5 MILES SOUTH OF LAWRENCEBURG, 2.10 MILES SOUTH OF LEOMA, ON
 FD1542'WEST SIDE OF ROUTE
 FD1542'98, AND IN GARDEN RENTED BY J F BAILEY WHICH
 FD1542'ADJOINS PROPERTY ON WHICH STANDS HIS
 FD1542'HOME.  TO REACH FROM
 FD1542'INTERSECTION OF ROUTES 6 AND 98 IN LEOMA, GO SOUTH 2.15
 FD1542'MILES ON
 FD1542'ROUTE 98 TO T-ROAD JUST PAST BAILEYS HOME.  STATION IS IN SOUTHWEST
 FD1542'CORNER OF GARDEN,
 FD1542'35.5 FEET WEST OF CENTER LINE OF ROUTE 98, 45 FEET
 FD1542'NORTH OF CENTER LINE OF T-ROAD,
 FD1542'ABOUT 75 FEET SOUTH OF BAILEYS HOME,
 FD1542'AND 15 FEET NORTH OF BEND IN WIRE FENCE
 FD1542'SURROUNDING GARDEN.  SURFACE
 FD1542'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FD1542'CONCRETE.
 FD1542'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FD1542'DISKS IN CONCRETE.
 FD1542'NO 1 IS ON EAST EDGE OF PLOWED FIELD,
 FD1542'20 FEET WEST OF CENTER LINE OF ROUTE 98,
 FD1542'AND 152.53 FEET FROM STATION
 FD1542'S 3 DEG 45 MIN W.  NO 2 IS ON NORTH EDGE OF PLOWED
 FD1542'FIELD, 13 FEET
 FD1542'SOUTH OF CENTER LINE OF T-ROAD, AND 250.07 FEET FROM STATION
 FD1542'DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO
 FD1542'2 IS 268.87 FEET.  AZIMUTH MARK IS ON EAST
 FD1542'EDGE OF AND 18 FEET FROM
 FD1542'CENTER LINE OF GRAVEL ROAD, 100 YARDS NORTH OF WHITE DWELLING
 FD1542'ON PROPERTY
 FD1542'OF E R JUSTICE, ON EDGE OF CULTIVATED FIELD DIRECTLY UNDER
 FD1542'TELEPHONE LINE, AND 0.75
 FD1542'MILE FROM STATION.
 FD1542'BEARING FROM STATION TO
 FD1542'LAWRENCEBURG, MUNICIPAL WATER TANK,
 FD1542'DISTANT 7.7 MILES, IS N 4 DEG 15 MIN E.
 FD1542
 FD1542                          STATION RECOVERY (1950)
 FD1542
 FD1542'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (DIS)
 FD1542'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS ARE IN GOOD
 FD1542'CONDITION.
 FD1542'
 FD1542'STATION IS LOCATED 2.1 MILES S OF LEOMA.  MARK IS SET 4 FEET E.  DISK
 FD1542'IS STAMPED DAVIS.
 FD1542'
 FD1542'REFERENCE MARK 1 IS SET 1 FOOT W OF THE STATION.
 FD1542'
 FD1542'REFERENCE MARK 2 IS SET 1.5 FEET N OF THE STATION.
 FD1542'
 FD1542'AZIMUTH MARK WAS NOT FOUND.  ACCORDING TO A NEARBY RESIDENT, THE ROAD
 FD1542'HAS BEEN WIDENED
 FD1542'AND PAVED AND THE TELEPHONE LINE HAS BEEN MOVED.  IT
 FD1542'IS BELIEVED THAT THE AZIMUTH MARK
 FD1542'HAS BEEN DESTROYED.
 FD1542
 FD1542                          STATION RECOVERY (1962)
 FD1542
 FD1542'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD1542'THE STATION WAS RECOVERED AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND
 FD1542'THE DESCRIPTION IS
 FD1542'COMPLETELY ADEQUATE.
 FD1542
 FD1542                          STATION RECOVERY (1962)
 FD1542
 FD1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1542'THE STATION AND REFERENCE MARK NO 2 WERE RECOVERED AND FOUND IN GOOD
 FD1542'CONDITION.  A DISCREPANCE OF
 FD1542'0.06 FOOT WAS FOUND IN THE HORIZONTAL MEASUREMENT TO
 FD1542'REFERENCE MARK NO 2.  A COMPLETE
 FD1542'AND THOROUGH SEARCH WAS MADE FOR
 FD1542'REFERENCE MARK NO 1 AND THE AZIMUTH MARK, BUT THEY
 FD1542'COULD NOT BE FOUND
 FD1542'AND ARE PRESUMED LOST DUE TO HIGHWAY CONSTRUCTION.  MR W H PETTUS,
 FD1542'WHO OWNS THE LAND
 FD1542'WHERE THE ORIGINAL AZIMUTH MARK WAS ESTABLISHED,
 FD1542'SAYS THE THE HIGHWAY WAS WIDENED AND
 FD1542'THE TELEPHONE LINE MOVED JUST
 FD1542'PRIOR TO THE TIME HE BOUGHT THE PROPERTY AND HE IS
 FD1542'POSITIVE THAT THE
 FD1542'AZIMUTH MARK WAS LOST AT THE TIME.  A NEW REFERENCE MARK NO 3 AND
 FD1542'AZIMUTH MARK WERE
 FD1542'ESTABLISHED AT THE TIME OF THIS RECOVERY.
 FD1542'FOLLOWING IS A NEW AND COMPLETE
 FD1542'DESCRIPTION.
 FD1542'
 FD1542'THE STATION IS LOCATED ALONG THE WEST SIDE OF STATE ROUTE 98, ABOUT
 FD1542'7.5 MILES SOUTH OF
 FD1542'LAWRENCEBURG, 2.1 MILES SOUTH OF LEOMA, 1.6 MILES NORTH OF
 FD1542'THE COMMUNITY OF CENTER
 FD1542'POINT, AND ON PROPERTY OWNED BY MR RAYMOND
 FD1542'WHITLEY AND TENATED BY A A SIMS.
 FD1542'
 FD1542'THE STATION IS 89 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARM HOUSE,
 FD1542'39 FEET NORTH OF THE
 FD1542'APPROXIMATE CENTER OF A GRAVELED ROAD, 34 FEET WEST OF
 FD1542'THE APPROXIMATE CENTER OF STATE
 FD1542'ROUTE 98, 21 FEET NORTH OF POWERLINE
 FD1542'POLE NO 37, 3.7 FEET WEST OF A METAL WITNESS POST
 FD1542'AND TVA SIGN, AND
 FD1542'DIRECTLY UNDER THE POWERLINE.  IT IS A STANDARD DISK SET IN THE TOP
 FD1542'OF A 10-INCH,
 FD1542'SQUARE, CONCRETE MONUMENT THAT IS FLUSH WITH THE
 FD1542'SURFACE OF THE GROUND AND THE
 FD1542'DISK IS STAMPED DAVIS 1934.
 FD1542'
 FD1542'REFERENCE MARK NO 2 IS AT THE NORTH EDGE OF A CULTIVATED FIELD, 269
 FD1542'FEET WEST OF THE
 FD1542'INTERSECTION OF STATE ROUTE 98 AND A GRAVELED T ROAD, 14 FEET
 FD1542'SOUTH OF THE APPROXIMATE
 FD1542'CENTER OF THE GRAVELED ROAD, AND 1.3 FEET
 FD1542'SOUTH OF A METAL WITNESS POST AND TVA SIGN.
 FD1542'IT IS A STANDARD DISK
 FD1542'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 6
 FD1542'INCHES BELOW THE
 FD1542'SURROUNDING SURFACE AND THE DISK IS STAMPED DAVIS NO 2 1934.
 FD1542'
 FD1542'REFERENCE MARK NO 3 IS ACROSS STATE ROUTE 98 SOUTHEAST OF THE
 FD1542'STATION, AT THE WEST EDGE
 FD1542'OF A CULTIVATE FIELD, 73 FET SOUTH OF A TELEPHONE POLE AT
 FD1542'THE WEST END OF A FENCE
 FD1542'LINE, 43 FEET EAST OF THE APPROXIMATE CENTER
 FD1542'OF STATE ROUTE 98, 1.5 FEET WEST OF A
 FD1542'METAL WITNESS POST AND SIGN,
 FD1542'AND IS ABOUT 4.5 FEET BELOW THE ELEVATION OF THE
 FD1542'STATION.  IT IS A
 FD1542'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1542'MONUMENT THAT
 FD1542'PROJECTS 2 INCHES AND THE DISK IS STAMPED DAVIS NO 3 1934.
 FD1542'
 FD1542'THE AZIMUTH MARK IS LOCATED IN THE SOUTHWEST ANGLE OF STATE ROUTE 98
 FD1542'AND LUNSFORD ROAD, 38
 FD1542'FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 FD1542'98, 21 FEET SOUTH OF THE APPROXIMATE
 FD1542'CENTER OF LUNSFORD ROAD, 8.5
 FD1542'FEET WEST OF GUYED POWERLINE POLE NO 45, AND 1.3 FEET
 FD1542'NORTHEAST OF A
 FD1542'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD1542'A 10-INCH, SQUARE,
 FD1542'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 FD1542'DISK IS STAMPED DAVIS 1934 RESET 1962.
 FD1542'
 FD1542'TO REACH THE AZIMUTH FROM THE STATION, CONTINUE SOUTHERLY ON STATE
 FD1542'ROUTE 98 FOR 0.6 MILE TO
 FD1542'LUNSFORD ROAD ON THE RIGHT AND THE MARK IN THE
 FD1542'SOUTHWEST ANGLE.
 FD1542
 FD1542                          STATION RECOVERY (1973)
 FD1542
 FD1542'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (HEL)
 FD1542'DAVIS RECOVERED IN VERY GOOD CONDITION.  AS PER PUBLISHED
 FD1542'DESCRIPTION.
 FD1542'
 FD1542'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.5 MI. SO. OF
 FD1542'LAWRENCE.
 FD1542'
 FD1542'DAVIS NO. 1 DESTROYED-LOST.  FOUND MON. WELL INTACT, WITH BRASS CAP,
 FD1542'AT THE SITE DESCRIBED BUT LYING HORIZONTAL--HIT BY ROAD EQUIPMENT
 FD1542'EXCAV. ROAD DITCH.
 FD1542'
 FD1542'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.1 MI. SO. OF
 FD1542'LEOMA.
 FD1542'
 FD1542'DAVIS NO. 2 RECOVERED IN GOOD CONDITION.  AS PER PUBLISHED
 FD1542'DESCRIPTION.
 FD1542'
 FD1542'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.5 MI. SO. OF
 FD1542'LEOMA.
 FD1542'
 FD1542'DAVIS REF NO. 3 RECOVERED TOP BROKE OFF.  FOUND REF. NO. 3 TOP WAS
 FD1542'BROKE OFF, BUT BASE IN GOOD SHAPE.
 FD1542'
 FD1542'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.5 MI. SO. OF
 FD1542'LAWRENCE.
 FD1542'
 FD1542'DAVIS RESET AZ. MK. RECOVERED IN VERY GOOD CONDITION.  2 FEET EAST
 FD1542'OF WITNESS POST AND SIGN.  2 FEET NORTH OF CREOSOETED FEN. COR.
 FD1542'POST.
 FD1542'
 FD1542'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.7 MI. SO. OF
 FD1542'LEOMA.
 FD1542
 FD1542                          STATION RECOVERY (1976)
 FD1542
 FD1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FD1542'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 FD1542'AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK 3 WAS REPORTED
 FD1542'AS BEING DESTROYED BUT WAS FOUND IN GOOD CONDITION.  THE DIRECTION
 FD1542'AND DISTANCES TO THE REFERENCE MARKS CHECKED.  THE 1962
 FD1542'DESCRIPTION IS GOOD.
 FD1542'
 FD1542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 FD1542'SOUTH OF LEOMA.
 FD1542'
 FD1542'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FD1542
 FD1542                          STATION RECOVERY (1979)
 FD1542
 FD1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1542'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK
 FD1542'WERE RECOVERED IN GOOD CONDITION.  LONGER DISTANCES OF 0.018
 FD1542'METER TO REFERENCE MARK 2 AND 0.021 METER TO REFERENCE MARK 3 WAS
 FD1542'NOTED AND VERIFIED AT THIS TIME.  DIRECTIONS TO THE MARKS COMPARED
 FD1542'FAVORABLY WITH OLD DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FD1542'
 FD1542'THE STATION IS LOCATED 7-1/2 MILES SOUTH OF LAWRENCEBURG, 2 MILES
 FD1542'SOUTH OF LEOMA, 1.6 MILES NORTH OF THE SMALL COMMUNITY OF
 FD1542'CENTER POINT, AND ON PROPERTY OWNED BY MR. RAYMOND WHITLEY, ROUTE
 FD1542'1, LEOMA, TN 38468, TELEPHONE 615-852-2742.
 FD1542'
 FD1542'TO REACH THE STATION FROM THE POST OFFICE IN LEOMA, GO SOUTHERLY
 FD1542'ON STATE HIGHWAY 98 FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT AND
 FD1542'THE STATION.
 FD1542'
 FD1542'THE STATION IS A STANDARD CGS DISK
 FD1542'STAMPED---DAVIS 1934---,
 FD1542'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1542'FLUSH WITH GROUND.  IT IS LOCATED
 FD1542'39 FEET NORTH FROM THE CENTER OF A GRAVELED ROAD,
 FD1542'35 FEET WEST FROM THE CENTER OF STATE HIGHWAY 98,
 FD1542'4.0 FEET WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, AND
 FD1542'ABOUT 5 FEET IN ELEVATION HIGHER THAN THE HIGHWAY.
 FD1542'
 FD1542'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 FD1542'STAMPED---DAVIS NO 2 1934---,
 FD1542'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1542'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 FD1542'16 FEET SOUTH FROM THE CENTER OF A GRAVELED ROAD AND
 FD1542'1.3 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1542'MARK IS LEVEL WITH STATION.
 FD1542'
 FD1542'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 FD1542'STAMPED---DAVIS NO 3 1934---,
 FD1542'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1542'FLUSH WITH GROUND.  IT IS LOCATED
 FD1542'84 FEET SOUTH FROM THE CENTER OF A FARM ROAD,
 FD1542'73 FEET SOUTH FROM A TELEPHONE POLE, AND
 FD1542'43 FEET EAST FROM THE CENTER OF STATE HIGHWAY 98.
 FD1542'MARK IS LEVEL WITH STATION.
 FD1542'
 FD1542'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS DISK
 FD1542'STAMPED---DAVIS 1934 RESET 1962---,
 FD1542'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1542'FLUSH WITH GROUND.  IT IS LOCATED
 FD1542'38 FEET WEST FROM THE CENTER LINE OF STATE HIGHWAY 98,
 FD1542'21 FEET SOUTH FROM THE CENTER OF A GRAVELED ROAD,
 FD1542'8.7 FEET WEST FROM A POWER POLE, AND
 FD1542'2.0 FEET EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1542'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ON STATE
 FD1542'HIGHWAY 98 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 FD1542'
 FD1542'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1556 ***********************************************************************
 FD1556  DESIGNATION -  DAVIS AZ MK RESET
 FD1556  PID         -  FD1556
 FD1556  STATE/COUNTY-  TN/LAWRENCE
 FD1556  USGS QUAD   -  BONNERTOWN (1988)
 FD1556
 FD1556                         *CURRENT SURVEY CONTROL
 FD1556  ___________________________________________________________________
 FD1556* NAD 83(1995)-  35 07 19.84488(N)    087 20 39.57582(W)     ADJUSTED  
 FD1556* NAVD 88     -       285.8    (meters)     938.     (feet)  VERTCON   
 FD1556  ___________________________________________________________________
 FD1556  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FD1556  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FD1556
 FD1556  HORZ ORDER  -  SECOND
 FD1556
 FD1556.The horizontal coordinates were established by classical geodetic methods
 FD1556.and adjusted by the National Geodetic Survey in April 1999..
 FD1556
 FD1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1556
 FD1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1556
 FD1556.The geoid height was determined by GEOID03.
 FD1556
 FD1556;                    North         East     Units Scale Factor Converg.
 FD1556;SPC TN       -    88,365.026   477,462.366   MT  1.00002502   -0 47 13.3
 FD1556;SPC TN       -   289,910.92  1,566,474.45   sFT  1.00002502   -0 47 13.3
 FD1556;UTM  16      - 3,886,646.640   468,626.338   MT  0.99961213   -0 11 53.2
 FD1556
 FD1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1556!SPC TN       -   0.99995946  x   1.00002502  =   0.99998448
 FD1556!UTM  16      -   0.99995946  x   0.99961213  =   0.99957161
 FD1556
 FD1556                          SUPERSEDED SURVEY CONTROL
 FD1556
 FD1556  NAD 83(1995)-  35 07 19.84467(N)    087 20 39.57644(W) AD(       ) 2
 FD1556  NAD 83(1995)-  35 07 19.85425(N)    087 20 39.57938(W) AD(       ) 2
 FD1556  NAD 83(1986)-  35 07 19.85574(N)    087 20 39.57878(W) AD(       ) 2
 FD1556  NAD 27      -  35 07 19.56253(N)    087 20 39.50372(W) AD(       ) 2
 FD1556  NGVD 29 (07/19/86)  285.8    (m)          938.     (f) VERT ANG       
 FD1556
 FD1556.Superseded values are not recommended for survey control.
 FD1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1556.See file dsdata.txt to determine how the superseded data were derived.
 FD1556
 FD1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6862686647(NAD 83)
 FD1556_MARKER: DZ = AZIMUTH MARK DISK
 FD1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1556_STAMPING: DAVIS 1934 RESET 1962
 FD1556_MARK LOGO: CGS   
 FD1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1556+STABILITY: SURFACE MOTION
 FD1556
 FD1556  HISTORY     - Date     Condition        Report By
 FD1556  HISTORY     - 1979     MONUMENTED       NGS
 FD1556
 FD1556                          STATION DESCRIPTION
 FD1556
 FD1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1556'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF
 FD1556'LAWRENCEBURG, 2-1/2 MILES SOUTH OF LEOMA, 1 MILE
 FD1556'NORTH OF THE SMALL COMMUNITY OF CENTER POINT, AND
 FD1556'ON HIGHWAY RIGHT-OF-WAY.
 FD1556'
 FD1556'TO REACH THE STATION FROM THE POST OFFICE IN LEOMA, GO SOUTHERLY
 FD1556'ON STATE HIGHWAY 98 FOR 2.1 MILES TO A SIDE ROAD RIGHT AND STATION
 FD1556'DAVIS 1934.  CONTINUE SOUTHERLY ON STATE HIGHWAY 98 FOR 0.6 MILE
 FD1556'TO THE STATION ON THE RIGHT.
 FD1556'
 FD1556'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 FD1556'STAMPED---DAVIS 1934 RESET 1962---,
 FD1556'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 FD1556'FLUSH WITH GROUND.  IT IS LOCATED
 FD1556'38 FEET WEST FROM THE APPROXIMATE CENTER OF STATE HIGHWAY 98,
 FD1556'21 FEET SOUTH FROM THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FD1556'8.7  FEET WEST FROM A POWER POLE, AND
 FD1556'2.0 FEET EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1556'
 FD1556'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0656 ***********************************************************************
 FD0656  DESIGNATION -  DAVIS RM 1
 FD0656  PID         -  FD0656
 FD0656  STATE/COUNTY-  TN/WILLIAMSON
 FD0656  USGS QUAD   -  SPRING HILL (1979)
 FD0656
 FD0656                         *CURRENT SURVEY CONTROL
 FD0656  ___________________________________________________________________
 FD0656* NAD 83(1986)-  35 51 19.     (N)    086 53 03.     (W)     SCALED    
 FD0656* NAVD 88     -       249.698  (meters)     819.22   (feet)  ADJUSTED  
 FD0656  ___________________________________________________________________
 FD0656  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD0656  DYNAMIC HT  -         249.478 (meters)     818.50  (feet)  COMP
 FD0656  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 FD0656
 FD0656  VERT ORDER  -  SECOND    CLASS 0
 FD0656
 FD0656.The horizontal coordinates were scaled from a topographic map and have
 FD0656.an estimated accuracy of +/- 6 seconds.
 FD0656
 FD0656.The orthometric height was determined by differential leveling
 FD0656.and adjusted by the National Geodetic Survey in June 1991..
 FD0656
 FD0656.The geoid height was determined by GEOID03.
 FD0656
 FD0656.The dynamic height is computed by dividing the NAVD 88
 FD0656.geopotential number by the normal gravity value computed on the
 FD0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0656.degrees latitude (g = 980.6199 gals.).
 FD0656
 FD0656.The modeled gravity was interpolated from observed gravity values.
 FD0656
 FD0656;                    North         East    Units  Estimated Accuracy
 FD0656;SPC TN       -   169,220.      520,140.      MT  (+/- 180 meters Scaled)
 FD0656
 FD0656                          SUPERSEDED SURVEY CONTROL
 FD0656
 FD0656  NGVD 29 (??/??/??)  249.67   (m)          819.1    (f) RESET       3  
 FD0656
 FD0656.Superseded values are not recommended for survey control.
 FD0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0656.See file dsdata.txt to determine how the superseded data were derived.
 FD0656
 FD0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104679(NAD 83)
 FD0656_MARKER: DD = SURVEY DISK
 FD0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0656_STAMPING: DAVIS RM 1 1963
 FD0656_MARK LOGO: TNHD  
 FD0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0656+STABILITY: SURFACE MOTION
 FD0656
 FD0656  HISTORY     - Date     Condition        Report By
 FD0656  HISTORY     - 1963     MONUMENTED       TNHD
 FD0656  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0656
 FD0656                          STATION DESCRIPTION
 FD0656
 FD0656'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0656'5 MI S FROM FRANKLIN.
 FD0656'THE MARK IS LOCATED AT THE DAVIS 1963 STATION SITE, 52 FEET
 FD0656'EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 48 FEET NORTHEAST
 FD0656'OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE AND 1 FOOT SOUTH
 FD0656'OF A WIRE FENCE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0656'MONUMENT.
 FD0656
 FD0656                          STATION RECOVERY (1984)
 FD0656
 FD0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0656'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0658 ***********************************************************************
 FD0658  DESIGNATION -  DAVIS RM 2
 FD0658  PID         -  FD0658
 FD0658  STATE/COUNTY-  TN/WILLIAMSON
 FD0658  USGS QUAD   -  SPRING HILL (1979)
 FD0658
 FD0658                         *CURRENT SURVEY CONTROL
 FD0658  ___________________________________________________________________
 FD0658* NAD 83(1986)-  35 51 19.     (N)    086 53 03.     (W)     SCALED    
 FD0658* NAVD 88     -       249.434  (meters)     818.35   (feet)  ADJUSTED  
 FD0658  ___________________________________________________________________
 FD0658  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD0658  DYNAMIC HT  -         249.214 (meters)     817.63  (feet)  COMP
 FD0658  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 FD0658
 FD0658  VERT ORDER  -  SECOND    CLASS 0
 FD0658
 FD0658.The horizontal coordinates were scaled from a topographic map and have
 FD0658.an estimated accuracy of +/- 6 seconds.
 FD0658
 FD0658.The orthometric height was determined by differential leveling
 FD0658.and adjusted by the National Geodetic Survey in June 1991..
 FD0658
 FD0658.The geoid height was determined by GEOID03.
 FD0658
 FD0658.The dynamic height is computed by dividing the NAVD 88
 FD0658.geopotential number by the normal gravity value computed on the
 FD0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0658.degrees latitude (g = 980.6199 gals.).
 FD0658
 FD0658.The modeled gravity was interpolated from observed gravity values.
 FD0658
 FD0658;                    North         East    Units  Estimated Accuracy
 FD0658;SPC TN       -   169,220.      520,140.      MT  (+/- 180 meters Scaled)
 FD0658
 FD0658                          SUPERSEDED SURVEY CONTROL
 FD0658
 FD0658  NGVD 29 (??/??/??)  249.40   (m)          818.2    (f) RESET       3  
 FD0658
 FD0658.Superseded values are not recommended for survey control.
 FD0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0658.See file dsdata.txt to determine how the superseded data were derived.
 FD0658
 FD0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104679(NAD 83)
 FD0658_MARKER: DD = SURVEY DISK
 FD0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0658_STAMPING: DAVIS RM 2 1963
 FD0658_MARK LOGO: TNHD  
 FD0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0658+STABILITY: SURFACE MOTION
 FD0658
 FD0658  HISTORY     - Date     Condition        Report By
 FD0658  HISTORY     - 1963     MONUMENTED       TNHD
 FD0658  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0658
 FD0658                          STATION DESCRIPTION
 FD0658
 FD0658'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0658'5 MI S FROM FRANKLIN.
 FD0658'THE MARK IS LOCATED AT THE DAVIS 1963 STATION SITE, 37 FEET
 FD0658'NORTH OF A UTILITY POLE, 31 FEET EAST OF THE CENTER LINE OF U.S.
 FD0658'HIGHWAY 31 AND 1 FOOT WEST OF A WIRE FENCE.  IT IS SET IN A
 FD0658'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0658
 FD0658                          STATION RECOVERY (1984)
 FD0658
 FD0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0658'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0889 ***********************************************************************
 FC0889  DESIGNATION -  DAY
 FC0889  PID         -  FC0889
 FC0889  STATE/COUNTY-  TN/CUMBERLAND
 FC0889  USGS QUAD   -  OZONE (1989)
 FC0889
 FC0889                         *CURRENT SURVEY CONTROL
 FC0889  ___________________________________________________________________
 FC0889* NAD 83(1995)-  35 53 48.53394(N)    084 45 55.99518(W)     ADJUSTED  
 FC0889* NAVD 88     -       485.476  (meters)    1592.77   (feet)  ADJUSTED  
 FC0889  ___________________________________________________________________
 FC0889  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 FC0889  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC0889  DYNAMIC HT  -         485.016 (meters)    1591.26  (feet)  COMP
 FC0889  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 FC0889
 FC0889  HORZ ORDER  -  SECOND
 FC0889  VERT ORDER  -  SECOND    CLASS 0
 FC0889
 FC0889.The horizontal coordinates were established by classical geodetic methods
 FC0889.and adjusted by the National Geodetic Survey in April 1999..
 FC0889
 FC0889.The orthometric height was determined by differential leveling
 FC0889.and adjusted by the National Geodetic Survey in June 1991..
 FC0889
 FC0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0889
 FC0889.The geoid height was determined by GEOID03.
 FC0889
 FC0889.The dynamic height is computed by dividing the NAVD 88
 FC0889.geopotential number by the normal gravity value computed on the
 FC0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0889.degrees latitude (g = 980.6199 gals.).
 FC0889
 FC0889.The modeled gravity was interpolated from observed gravity values.
 FC0889
 FC0889;                    North         East     Units Scale Factor Converg.
 FC0889;SPC TN       -   174,169.619   711,438.357   MT  0.99994900   +0 43 21.7
 FC0889;SPC TN       -   571,421.49  2,334,110.68   sFT  0.99994900   +0 43 21.7
 FC0889;UTM  16      - 3,974,810.110   701,663.413   MT  1.00010114   +1 18 38.0
 FC0889
 FC0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0889!SPC TN       -   0.99992844  x   0.99994900  =   0.99987745
 FC0889!UTM  16      -   0.99992844  x   1.00010114  =   1.00002957
 FC0889
 FC0889|---------------------------------------------------------------------|
 FC0889| PID    Reference Object                     Distance      Geod. Az  |
 FC0889|                                                           dddmmss.s |
 FC0889| CZ4791 DAY RM 2                             30.179 METERS 17801     |
 FC0889| FC0887 DAY AZ MK                                          2462821.6 |
 FC0889| FC0888 DAY RM 1                             25.774 METERS 24832     |
 FC0889|---------------------------------------------------------------------|
 FC0889
 FC0889                          SUPERSEDED SURVEY CONTROL
 FC0889
 FC0889  NAD 83(1995)-  35 53 48.53985(N)    084 45 55.99528(W) AD(       ) 2
 FC0889  NAD 83(1986)-  35 53 48.54586(N)    084 45 55.99359(W) AD(       ) 2
 FC0889  NAD 27      -  35 53 48.28640(N)    084 45 56.19900(W) AD(       ) 2
 FC0889  NGVD 29 (??/??/92)  485.564  (m)         1593.05   (f) ADJ UNCH    2 0
 FC0889
 FC0889.Superseded values are not recommended for survey control.
 FC0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0889.See file dsdata.txt to determine how the superseded data were derived.
 FC0889
 FC0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0166374810(NAD 83)
 FC0889_MARKER: DE = TRAVERSE STATION DISK
 FC0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0889_STAMPING: DAY 1960
 FC0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0889+STABILITY: SURFACE MOTION
 FC0889
 FC0889  HISTORY     - Date     Condition        Report By
 FC0889  HISTORY     - 1960     MONUMENTED       CGS
 FC0889  HISTORY     - 1960     GOOD             CGS
 FC0889  HISTORY     - 1967     GOOD             CGS
 FC0889  HISTORY     - 1967     GOOD             NGS
 FC0889
 FC0889                          STATION DESCRIPTION
 FC0889
 FC0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0889'THE STATION IS LOCATED ON THE PROPERTY OF MR. ELLARD BARNES, ABOUT 2
 FC0889'1/2 MILES NORTHEAST OF OZONE, ABOUT 1/2 MILE EAST OF THE SMALL
 FC0889'COMMUNITY OF DAYSVILLE, AND IN THE NORTHWEST ANGLE OF THE CROSSROAD.
 FC0889'
 FC0889'TO REACH THE STATION FROM THE POST OFFICE IN OZONE, GO EASTERLY, ON
 FC0889'U.S. HIGHWAY 70 FOR 2.95 MILE TO A SIDE ROAD ON THE LEFT, AND SIGN,
 FC0889'DAYSVILLE MISSIONARY BAPTIST CHURCH.  TURN LEFT, AND GO NORTHERLY ON
 FC0889'A HARD SURFACE ROAD FOR 2.1 MILES TO A CROSSROAD, AND HAMBYS
 FC0889'GROCERY.  TURN RIGHT, AND GO EASTERLY FOR 0.05 MILE TO A RAILROAD
 FC0889'CROSSING, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE AZIMUTH
 FC0889'MARK ON THE LEFT.  PROCEED NORTHEAST, FOR 0.2 MILE TO A CROSSROAD,
 FC0889'AND THE STATION ON THE LEFT.
 FC0889'
 FC0889'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DAY 1960, SET
 FC0889'IN A CONCRETE MONUMENT, AND IS 16 INCHES BELOW THE SURFACE.  IT IS
 FC0889'92 FEET NORTHWEST OF A POWER LINE POLE, 84.6 FEET NORTHEAST OF A
 FC0889'WITNESS SIGN, 47 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 FC0889'AND 46 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 FC0889'
 FC0889'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED DAY NO 1 1960, SET
 FC0889'IN A CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 21 FEET SOUTH OF
 FC0889'THE CENTER OF A GRAVELED ROAD, 1.6 FEET SOUTHEAST OF A WITNESS SIGN,
 FC0889'AND 1 FOOT EAST OF A FENCE CORNER POST.
 FC0889'
 FC0889'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED TT 2R
 FC0889'1935, SET IN AN 8-INCH CONCRETE MONUMENT, AND PROJECTS 2
 FC0889'INCHES.  IT IS 37 FEET SOUTHWEST OF THE CENTER OF THE CROSSROAD, 34
 FC0889'FEET WEST OF THE CENTER OF A DIRT ROAD, AND 7 FEET SOUTH OF A POWER
 FC0889'LINE POLE.
 FC0889'
 FC0889'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DAY 1960, SET IN A
 FC0889'CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 18 FEET NORTHWEST OF
 FC0889'THE CENTER OF A GRAVELED ROAD, 2 FEET NORTH OF A POWER LINE POLE, AND
 FC0889'1.9 FEET SOUTHEAST OF A WITNESS SIGN.
 FC0889'
 FC0889'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 FC0889
 FC0889                          STATION RECOVERY (1960)
 FC0889
 FC0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0889'0.3 MI NE FROM DAYSVILLE.
 FC0889'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 0.3 MILE NORTHEAST
 FC0889'ON A GRAVELED ROAD TO A CROSSROAD AND THE STATION ON THE LEFT.
 FC0889'THE STATION MARK IS 92 FT. NORTHWEST OF A POWER LINE POLE, 84.6
 FC0889'FT. NORTHEAST OF A WITNESS SIGN, 47 FT. NORTH OF THE CENTER OF A
 FC0889'GRAVELED ROAD, AND 46 FT. WEST OF THE CENTER OF A GRAVELED ROAD.
 FC0889'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS 16 INCHES BELOW
 FC0889'THE SURFACE OF THE GROUND.
 FC0889
 FC0889                          STATION RECOVERY (1967)
 FC0889
 FC0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC0889'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN HORIZONTAL
 FC0889'CONTROL DATA PUBLISHED SEPTEMBER 1961
 FC0889
 FC0889                          STATION RECOVERY (1967)
 FC0889
 FC0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0887 ***********************************************************************
 FC0887  DESIGNATION -  DAY AZ MK
 FC0887  PID         -  FC0887
 FC0887  STATE/COUNTY-  TN/CUMBERLAND
 FC0887  USGS QUAD   -  OZONE (1989)
 FC0887
 FC0887                         *CURRENT SURVEY CONTROL
 FC0887  ___________________________________________________________________
 FC0887* NAD 83(1986)-  35 53 45.     (N)    084 46 07.     (W)     SCALED    
 FC0887* NAVD 88     -       476.024  (meters)    1561.76   (feet)  ADJUSTED  
 FC0887  ___________________________________________________________________
 FC0887  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FC0887  DYNAMIC HT  -         475.572 (meters)    1560.27  (feet)  COMP
 FC0887  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 FC0887
 FC0887  VERT ORDER  -  SECOND    CLASS 0
 FC0887
 FC0887.The horizontal coordinates were scaled from a topographic map and have
 FC0887.an estimated accuracy of +/- 6 seconds.
 FC0887
 FC0887.The orthometric height was determined by differential leveling
 FC0887.and adjusted by the National Geodetic Survey in June 1991..
 FC0887
 FC0887.The geoid height was determined by GEOID03.
 FC0887
 FC0887.The dynamic height is computed by dividing the NAVD 88
 FC0887.geopotential number by the normal gravity value computed on the
 FC0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0887.degrees latitude (g = 980.6199 gals.).
 FC0887
 FC0887.The modeled gravity was interpolated from observed gravity values.
 FC0887
 FC0887;                    North         East    Units  Estimated Accuracy
 FC0887;SPC TN       -   174,060.      711,160.      MT  (+/- 180 meters Scaled)
 FC0887
 FC0887                          SUPERSEDED SURVEY CONTROL
 FC0887
 FC0887  NGVD 29 (??/??/92)  476.111  (m)         1562.04   (f) ADJ UNCH    2 0
 FC0887
 FC0887.Superseded values are not recommended for survey control.
 FC0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0887.See file dsdata.txt to determine how the superseded data were derived.
 FC0887
 FC0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE013746(NAD 83)
 FC0887_MARKER: DZ = AZIMUTH MARK DISK
 FC0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0887_STAMPING: DAY 1960
 FC0887_MARK LOGO: CGS   
 FC0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0887+STABILITY: SURFACE MOTION
 FC0887
 FC0887  HISTORY     - Date     Condition        Report By
 FC0887  HISTORY     - 1960     MONUMENTED       CGS
 FC0887  HISTORY     - 1967     GOOD             NGS
 FC0887
 FC0887                          STATION DESCRIPTION
 FC0887
 FC0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0887'0.1 MI NE FROM DAYSVILLE.
 FC0887'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 0.1 MILE
 FC0887'NORTHEAST ON A GRAVELED ROAD.  THE AZIMUTH MARK IS 18 FT. NORTHWEST
 FC0887'OF THE CENTER OF THE GRAVELED ROAD, 2 FT. NORTH OF A POWER LINE
 FC0887'POLE, AND 1.9 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET
 FC0887'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FC0887
 FC0887                          STATION RECOVERY (1967)
 FC0887
 FC0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0888 ***********************************************************************
 FC0888  DESIGNATION -  DAY RM 1
 FC0888  PID         -  FC0888
 FC0888  STATE/COUNTY-  TN/CUMBERLAND
 FC0888  USGS QUAD   -  OZONE (1989)
 FC0888
 FC0888                         *CURRENT SURVEY CONTROL
 FC0888  ___________________________________________________________________
 FC0888* NAD 83(1986)-  35 53 48.     (N)    084 45 56.     (W)     SCALED    
 FC0888* NAVD 88     -       485.206  (meters)    1591.88   (feet)  ADJUSTED  
 FC0888  ___________________________________________________________________
 FC0888  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC0888  DYNAMIC HT  -         484.747 (meters)    1590.37  (feet)  COMP
 FC0888  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 FC0888
 FC0888  VERT ORDER  -  SECOND    CLASS 0
 FC0888
 FC0888.The horizontal coordinates were scaled from a topographic map and have
 FC0888.an estimated accuracy of +/- 6 seconds.
 FC0888
 FC0888.The orthometric height was determined by differential leveling
 FC0888.and adjusted by the National Geodetic Survey in June 1991..
 FC0888
 FC0888.The geoid height was determined by GEOID03.
 FC0888
 FC0888.The dynamic height is computed by dividing the NAVD 88
 FC0888.geopotential number by the normal gravity value computed on the
 FC0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0888.degrees latitude (g = 980.6199 gals.).
 FC0888
 FC0888.The modeled gravity was interpolated from observed gravity values.
 FC0888
 FC0888;                    North         East    Units  Estimated Accuracy
 FC0888;SPC TN       -   174,150.      711,440.      MT  (+/- 180 meters Scaled)
 FC0888
 FC0888                          SUPERSEDED SURVEY CONTROL
 FC0888
 FC0888  NGVD 29 (??/??/92)  485.295  (m)         1592.17   (f) ADJ UNCH    2 0
 FC0888
 FC0888.Superseded values are not recommended for survey control.
 FC0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0888.See file dsdata.txt to determine how the superseded data were derived.
 FC0888
 FC0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE016747(NAD 83)
 FC0888_MARKER: DR = REFERENCE MARK DISK
 FC0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0888_STAMPING: DAY NO 1 1960
 FC0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0888+STABILITY: SURFACE MOTION
 FC0888
 FC0888  HISTORY     - Date     Condition        Report By
 FC0888  HISTORY     - 1960     MONUMENTED       CGS
 FC0888  HISTORY     - 1967     GOOD             NGS
 FC0888
 FC0888                          STATION DESCRIPTION
 FC0888
 FC0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0888'0.3 MI NE FROM DAYSVILLE.
 FC0888'FROM THE ONLY RAILROAD CROSSING IN DAYSVILLE, GO 0.3 MILE
 FC0888'NORTHEAST ON A GRAVELED ROAD TO A CROSSROAD.  THE REFERENCE MARK
 FC0888'IS 84.5 FT. SOUTHWEST OF THE STATION MARK, 21 FT. SOUTH OF THE
 FC0888'CENTER OF A GRAVELED ROAD 1.6 FT. SOUTHEAST OF A WITNESS SIGN,
 FC0888'AND 1 FT. EAST OF A FENCE CORNER POST.  THE DISK IS SET IN TOP OF
 FC0888'A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 3 FT.
 FC0888'ABOVE THE LEVEL OF THE GRAVELED ROAD.
 FC0888
 FC0888                          STATION RECOVERY (1967)
 FC0888
 FC0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1060 ***********************************************************************
 FC1060  DESIGNATION -  DAYTON
 FC1060  PID         -  FC1060
 FC1060  STATE/COUNTY-  TN/RHEA
 FC1060  USGS QUAD   -  GRAYSVILLE (1990)
 FC1060
 FC1060                         *CURRENT SURVEY CONTROL
 FC1060  ___________________________________________________________________
 FC1060* NAD 83(1986)-  35 29 42.     (N)    085 00 46.     (W)     SCALED    
 FC1060* NAVD 88     -       214.163  (meters)     702.63   (feet)  ADJUSTED  
 FC1060  ___________________________________________________________________
 FC1060  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1060  DYNAMIC HT  -         213.958 (meters)     701.96  (feet)  COMP
 FC1060  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 FC1060
 FC1060  VERT ORDER  -  FIRST     CLASS II
 FC1060
 FC1060.The horizontal coordinates were scaled from a topographic map and have
 FC1060.an estimated accuracy of +/- 6 seconds.
 FC1060
 FC1060.The orthometric height was determined by differential leveling
 FC1060.and adjusted by the National Geodetic Survey in June 1991..
 FC1060
 FC1060.The geoid height was determined by GEOID03.
 FC1060
 FC1060.The dynamic height is computed by dividing the NAVD 88
 FC1060.geopotential number by the normal gravity value computed on the
 FC1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1060.degrees latitude (g = 980.6199 gals.).
 FC1060
 FC1060.The modeled gravity was interpolated from observed gravity values.
 FC1060
 FC1060;                    North         East    Units  Estimated Accuracy
 FC1060;SPC TN       -   129,340.      689,570.      MT  (+/- 180 meters Scaled)
 FC1060
 FC1060                          SUPERSEDED SURVEY CONTROL
 FC1060
 FC1060  NGVD 29 (??/??/92)  214.240  (m)          702.89   (f) ADJ UNCH    1 2
 FC1060
 FC1060.Superseded values are not recommended for survey control.
 FC1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1060.See file dsdata.txt to determine how the superseded data were derived.
 FC1060
 FC1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE802297(NAD 83)
 FC1060_MARKER: DS = TRIANGULATION STATION DISK
 FC1060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1060_SP_SET: BUILDING
 FC1060_STAMPING: DAYTON 1933
 FC1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1060
 FC1060  HISTORY     - Date     Condition        Report By
 FC1060  HISTORY     - 1933     MONUMENTED       CGS
 FC1060  HISTORY     - 1950     GOOD             NGS
 FC1060
 FC1060                          STATION DESCRIPTION
 FC1060
 FC1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1060'AT DAYTON.
 FC1060'AT DAYTON, AT THE SOUTHEAST ENTRANCE TO THE COURT HOUSE, 1 FOOT
 FC1060'SOUTHEAST OF THE SOUTHEAST FACE OF THE FRONT PORCH OF COURT
 FC1060'HOUSE, IN THE TOP OF A STONE RETAINING WALL AT THE SOUTHWEST
 FC1060'SIDE OF THE STONE STEPS TO BASEMENT, 29 FEET NORTHEAST OF THE
 FC1060'SOUTH CORNER OF THE COURT HOUSE, 3 FEET SOUTH OF THE CENTER
 FC1060'OF THE BASEMENT ENTRANCE AND ABOUT 0.4 FOOT ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1837 ***********************************************************************
 FC1837  DESIGNATION -  DAYTON
 FC1837  PID         -  FC1837
 FC1837  STATE/COUNTY-  TN/RHEA
 FC1837  USGS QUAD   -  GRAYSVILLE (1990)
 FC1837
 FC1837                         *CURRENT SURVEY CONTROL
 FC1837  ___________________________________________________________________
 FC1837* NAD 83(1995)-  35 29 30.90202(N)    085 02 58.86641(W)     ADJUSTED  
 FC1837* NAVD 88     -       214.18   (+/-2cm)     702.7    (feet)  VERTCON   
 FC1837  ___________________________________________________________________
 FC1837  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 FC1837  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1837
 FC1837  HORZ ORDER  -  SECOND
 FC1837  VERT ORDER  -  THIRD ? (See Below)
 FC1837
 FC1837.The horizontal coordinates were established by classical geodetic methods
 FC1837.and adjusted by the National Geodetic Survey in April 1999..
 FC1837
 FC1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1837.The vertical order pertains to the NGVD 29 superseded value.
 FC1837
 FC1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1837
 FC1837.The geoid height was determined by GEOID03.
 FC1837
 FC1837;                    North         East     Units Scale Factor Converg.
 FC1837;SPC TN       -   128,962.771   686,225.852   MT  0.99996613   +0 33 22.9
 FC1837;SPC TN       -   423,105.36  2,251,392.65   sFT  0.99996613   +0 33 22.9
 FC1837;UTM  16      - 3,929,345.546   676,909.049   MT  0.99998569   +1 07 57.4
 FC1837
 FC1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1837!SPC TN       -   0.99997105  x   0.99996613  =   0.99993718
 FC1837!UTM  16      -   0.99997105  x   0.99998569  =   0.99995674
 FC1837
 FC1837|---------------------------------------------------------------------|
 FC1837| PID    Reference Object                     Distance      Geod. Az  |
 FC1837|                                                           dddmmss.s |
 FC1837| CG5220 DAYTON RM 2                          35.357 METERS 00836     |
 FC1837| FC0694 EVANSVILLE                          APPROX.14.5 KM 0503039.7 |
 FC1837| CG5218 DAYTON AZ MK                                       1315030.2 |
 FC1837| CG5219 DAYTON RM 1                          29.688 METERS 24310     |
 FC1837|---------------------------------------------------------------------|
 FC1837
 FC1837                          SUPERSEDED SURVEY CONTROL
 FC1837
 FC1837  NAD 83(1995)-  35 29 30.90415(N)    085 02 58.86952(W) AD(       ) 2
 FC1837  NAD 83(1995)-  35 29 30.90400(N)    085 02 58.87028(W) AD(       ) 2
 FC1837  NAD 83(1995)-  35 29 30.90444(N)    085 02 58.86956(W) AD(       ) 2
 FC1837  NAD 83(1986)-  35 29 30.90775(N)    085 02 58.86840(W) AD(       ) 2
 FC1837  NAD 27      -  35 29 30.65700(N)    085 02 59.02900(W) AD(       ) 2
 FC1837  NGVD 29 (07/19/86)  214.24   (m)          702.9    (f) LEVELING    3  
 FC1837
 FC1837.Superseded values are not recommended for survey control.
 FC1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1837.See file dsdata.txt to determine how the superseded data were derived.
 FC1837
 FC1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7690929346(NAD 83)
 FC1837_MARKER: DS = TRIANGULATION STATION DISK
 FC1837_SETTING: 80 = SET IN A BOULDER
 FC1837_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FC1837
 FC1837  HISTORY     - Date     Condition        Report By
 FC1837  HISTORY     - 1934     MONUMENTED       CGS
 FC1837  HISTORY     - 1949     GOOD             TVA
 FC1837  HISTORY     - 1972     GOOD             NGS
 FC1837
 FC1837                          STATION DESCRIPTION
 FC1837
 FC1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1837'ABOUT 1-1/2 MILES WEST-SOUTHWEST OF DAYTON, ON NORTHEASTERLY ONE OF
 FC1837'THREE KNOBS COMPRISING SUMMIT KNOWN AS LONE MOUNTAIN.  TO
 FC1837'REACH FROM PRINCIPAL CORNER IN DAYTON, FOLLOW U.S. ROUTE 11 SOUTH
 FC1837'0.75 MILE TO SOUTH EDGE OF TOWN, TURN WEST ONTO ROUGH ASPHALT ROAD
 FC1837'AND GO 1.25 MILES, TURN RIGHT (WEST) ONTO DIRT ROAD AND GO UP
 FC1837'MOUNTAIN 1.2 MILES (END OF TRUCK TRAVEL), TURN RIGHT ONTO DIM
 FC1837'ROUGH DIRT ROAD LEADING UP BANK OF CUT AT NORTH EDGE OF CULTIVATED
 FC1837'FIELD AND FOLLOW THIS WINDING ROAD EAST 1/2 MILE TO CROSS RIDGE,
 FC1837'TURN LEFT (NORTH) UP RIDGE AND GO 1/4 MILE TO NORTHEAST CORNER OF
 FC1837'CLEARED FIELD, THENCE UP SIDE OF RIDGE 100 YARDS TO BACKBONE OF
 FC1837'RIDGE, TURN RIGHT ALONG SUMMIT AND GO 0.3 MILE TO STATION SITE
 FC1837'NEAR SOUTHWEST END OF LONG NARROW SUMMIT, ABOUT 100 YARDS SOUTHWEST
 FC1837'OF NORTHEAST END OF SUMMIT, IN ABOUT LONGITUDINAL CENTER OF RIDGE
 FC1837'TOP, 20.3 FEET WEST-SOUTHWEST OF 34-INCH TRIANGLE-BLAZED OAK TREE,
 FC1837'AND 16.7 FEET NORTH-NORTHWEST OF 28-INCH WHITE OAK STUMP.
 FC1837'SURFACE MARK IS STANDARD STATION DISK IN BOULDER. UNDERGROUND
 FC1837'MARK IS STANDARD STATION DISK IN CONCRETE. REFERENCE
 FC1837'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK,
 FC1837'NO. 1 IS IN ROCK OUTCROP, DOWN SOUTHWEST SLOPE OF HILL, 26 FEET
 FC1837'NORTHEAST OF TWIN HICKORY TREE, AND 97.40 FEET FROM STATION
 FC1837'S 63 DEG 10 MIN W. NO. 2 IS IN FLAT ROCK OUTCROP AND 116.00 FEET
 FC1837'FROM STATION, N 08 DEG 36 MIN E. AZIMUTH MARK IS IN LARGE
 FC1837'FLAT ROCK OUTCROP, DOWN EAST SLOPE, 15 YARDS NORTHWEST OF HOLLOW
 FC1837'TREE, AND 150 YARDS FROM STATION, S 48 DEG 09 MIN E.
 FC1837
 FC1837                          STATION RECOVERY (1949)
 FC1837
 FC1837'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WFF)
 FC1837'STATION WAS RECOVERED IN GOOD CONDITION. THE DISK IS STAMPED DAYTON
 FC1837'1934.
 FC1837'
 FC1837'A POST IS SET 3.0 FEET DUE N OF THE MONUMENT.
 FC1837
 FC1837                          STATION RECOVERY (1972)
 FC1837
 FC1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1837'GOOD
 FC1837'
 FC1837'DAYTON 1934
 FC1837'
 FC1837'SET POST 2 FT NORTH OF MONUMENT.  DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1660 ***********************************************************************
 FC1660  DESIGNATION -  DEANERY
 FC1660  PID         -  FC1660
 FC1660  STATE/COUNTY-  TN/KNOX
 FC1660  USGS QUAD   -  BEARDEN (1990)
 FC1660
 FC1660                         *CURRENT SURVEY CONTROL
 FC1660  ___________________________________________________________________
 FC1660* NAD 83(1995)-  35 55 21.29107(N)    084 02 01.14486(W)     ADJUSTED  
 FC1660* NAVD 88     -       323.6    (meters)    1062.     (feet)  VERTCON   
 FC1660  ___________________________________________________________________
 FC1660  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FC1660  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC1660
 FC1660  HORZ ORDER  -  THIRD
 FC1660
 FC1660.The horizontal coordinates were established by classical geodetic methods
 FC1660.and adjusted by the National Geodetic Survey in April 1999..
 FC1660
 FC1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1660
 FC1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1660
 FC1660.The geoid height was determined by GEOID03.
 FC1660
 FC1660;                    North         East     Units Scale Factor Converg.
 FC1660;SPC TN       -   178,108.234   777,445.486   MT  0.99994959   +1 09 04.2
 FC1660;SPC TN       -   584,343.43  2,550,669.07   sFT  0.99994959   +1 09 04.2
 FC1660;UTM  16      - 3,979,428.561   767,648.583   MT  1.00048280   +1 44 28.9
 FC1660;UTM  17      - 3,979,615.332   226,277.047   MT  1.00052333   -1 46 51.3
 FC1660
 FC1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1660!SPC TN       -   0.99995404  x   0.99994959  =   0.99990363
 FC1660!UTM  16      -   0.99995404  x   1.00048280  =   1.00043681
 FC1660!UTM  17      -   0.99995404  x   1.00052333  =   1.00047734
 FC1660
 FC1660:                Primary Azimuth Mark                     Grid Az
 FC1660:SPC TN       -  STONE                                    004 36 59.3
 FC1660:UTM  16      -  STONE                                    004 01 34.6
 FC1660:UTM  17      -  STONE                                    007 32 54.8
 FC1660
 FC1660|---------------------------------------------------------------------|
 FC1660| PID    Reference Object                     Distance      Geod. Az  |
 FC1660|                                                           dddmmss.s |
 FC1660| FC0244 STONE                               APPROX. 1.0 KM 0054603.5 |
 FC1660| CZ4792 DEANERY AZ MK                                      0071507.7 |
 FC1660| CZ4793 DEANERY RM 1                         14.968 METERS 03105     |
 FC1660| CZ4794 DEANERY RM 2                         21.153 METERS 28829     |
 FC1660|---------------------------------------------------------------------|
 FC1660
 FC1660                          SUPERSEDED SURVEY CONTROL
 FC1660
 FC1660  NAD 83(1995)-  35 55 21.29767(N)    084 02 01.14280(W) AD(       ) 3
 FC1660  NAD 83(1986)-  35 55 21.30384(N)    084 02 01.14116(W) AD(       ) 3
 FC1660  NAD 27      -  35 55 21.01200(N)    084 02 01.46600(W) AD(       ) 3
 FC1660  NGVD 29 (07/19/86)  323.7    (m)         1062.     (f) VERT ANG       
 FC1660
 FC1660.Superseded values are not recommended for survey control.
 FC1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1660.See file dsdata.txt to determine how the superseded data were derived.
 FC1660
 FC1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6764979429(NAD 83)
 FC1660_MARKER: DS = TRIANGULATION STATION DISK
 FC1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1660
 FC1660  HISTORY     - Date     Condition        Report By
 FC1660  HISTORY     - 1934     MONUMENTED       CGS
 FC1660  HISTORY     - 1950     SEE DESCRIPTION  CGS
 FC1660  HISTORY     - 1960     GOOD             CGS
 FC1660  HISTORY     - 1979     GOOD             LOCSUR
 FC1660
 FC1660                          STATION DESCRIPTION
 FC1660
 FC1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1660'ABOUT 20 MILES NORTHEAST OF LENOIR CITY, ON PROPERTY OF THE CHAS. M.
 FC1660'ROGERS REAL ESTATE CO. TO REACH FROM JUNCTION OF U.S. ROUTES 11
 FC1660'AND 70, FOLLOW ROUTE 70 EAST ABOUT 12 MILES TO TEN MILE CREEK,
 FC1660'CONTINUE 2.5 MILES PAST CREEK TO GRAVEL ROAD ON RIGHT AT HOME OF
 FC1660'W.M. AND W.C. MORTON, TURN RIGHT ONTO THIS ROAD AND GO 0.4 MILE TO
 FC1660'BRICK GATEWAY MARKED DEANERY, CONTINUE ABOUT 150 FEET TO
 FC1660'T-ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO STATION SITE 33.9 FEET
 FC1660'SOUTH OF 18-INCH TRIANGLE-BLAZED OAK TREE, 22.5 FEET SOUTH OF
 FC1660'CENTER LINE OF ROAD, AND 13.8 FEET SOUTH OF NORTH EDGE OF FIELD.
 FC1660'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 FC1660'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FC1660'DISKS IN CONCRETE. NO. 1 IS IN EDGE OF FIELD, 11.6 FEET
 FC1660'NORTH OF CENTER LINE OF ROAD, 3.5 FEET EAST OF 12-INCH OAK TREE,
 FC1660'AND 49.13 FEET FROM STATION. NO. 2 IS IN
 FC1660'EDGE OF FIELD, 14.5 FEET NORTH OF CENTER LINE OF ROAD, 6.0 FEET
 FC1660'EAST-NORTHEAST OF TRIPLE OAK TREE, AND 69.47 FEET FROM STATION
 FC1660'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND
 FC1660'NO. 2 IS ABOUT 94 FEET. AZIMUTH MARK IS ABOUT 0.2 MILE
 FC1660'EAST OF ROAD LEADING TO STATION, 60 FEET SOUTHEAST OF GRAVEL T-ROAD
 FC1660'NORTH, 28 FEET SOUTH OF CENTER LINE OF ROUTE 70, 34 FEET
 FC1660'WEST-NORTHWEST OF TELEPHONE POLE NO. 7400, AND ABOUT 0.5 MILE FROM
 FC1660'STATION N 07 DEG 15 MIN E. BEARING FROM
 FC1660'STATION TO LARGE STANDPIPE, DISTANT 4.0 MILES, N 50 DEG 42 MIN E.
 FC1660'SEC.
 FC1660
 FC1660                          STATION RECOVERY (1950)
 FC1660
 FC1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 FC1660'STATION MARK WAS RECOVERED SLIGHTLY DISTURBED, HAVING BEEN REMOVED
 FC1660'AND REPLACED, THE REFERENCE MARKS ARE IN GOOD CONDITION AS
 FC1660'DESCRIBED, AZIMUTH MARK WAS DESTROYED, AND UNDERGROUND MARK IS IN
 FC1660'GOOD CONDITION AS DESCRIBED. THE ORIGINAL DESCRIPTION IS ADEQUATE AND
 FC1660'CORRECT EXCEPT THAT THE DISTANCE TO TEN MILE CREEK WAS MEASURED TO BE
 FC1660'8.9 MILES INSTEAD OF ABOUT 12 MILES. A NEW UNDERGROUND MARK WAS SET
 FC1660'A LITTLE DEEPER THAN THE ORIGINAL AND A NEW STATION MARK WAS ALSO
 FC1660'SET.
 FC1660'
 FC1660'STATION IS LOCATED ABOUT 7 MILES WSW OF THE UNIVERSITY OF TENNESSEE
 FC1660'AT KNOXVILLE, 0.4 MILE S OF U.S. HIGHWAY 70 WHICH IS ALSO U.S.
 FC1660'HIGHWAY 11, AND 0.1 MILE SW OF THE GATEWAY TO THE DEANERY ESTATE
 FC1660'WHICH IS NOW THE DEANE HILL COUNTRY CLUB.  IT IS ABOUT 100 YARDS W OF
 FC1660'THE COUNTRY CLUB ROAD, ABOUT 75 FEET E OF THE CREST OF A RIDGE, 18
 FC1660'FEET S OF THE CENTER LINE OF A COUNTY ROAD, AND 61 FEET W OF A
 FC1660'CREOSOTED POWER-LINE POLE.
 FC1660'
 FC1660'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, PROJECTING 6
 FC1660'INCHES ABOVE GROUND, AND IS STAMPED DEANERY 1934 1950.
 FC1660'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE AND STAMPED
 FC1660'DEANERY 1934 1950.
 FC1660'
 FC1660'REFERENCE MARK 1 IS 14.969 METERS (49.11 FEET)
 FC1660'FROM THE STATION, 15 FEET N OF THE CENTER LINE OF THE ROAD, AND
 FC1660'4 FEET E OF THE CENTER OF A 14-INCH WALNUT TREE. IT IS A BRONZE
 FC1660'REFERENCE DISK SET IN CONCRETE, PROJECTING 2 INCHES ABOVE
 FC1660'GROUND, AND STAMPED DEANERY NO 1 1934.
 FC1660'
 FC1660'REFERENCE MARK 2 IS 21.155 METERS (69.41 FEET)
 FC1660'FROM THE STATION, ABOUT ON THE CREST OF THE RIDGE, 15 FEET N
 FC1660'OF THE CENTER LINE OF THE ROAD, AND 6 FEET ENE OF THE CENTER OF TWIN
 FC1660'OAKS. IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, PROJECTING 8
 FC1660'INCHES, AND STAMPED DEANERY NO 2 1934.
 FC1660'
 FC1660'TO REACH FROM THE ENTRANCE TO THE MAIN CAMPUS OF THE UNIVERSITY OF
 FC1660'TENNESSEE IN KNOXVILLE, GO W 1.0 MILE ON CUMBERLAND AVENUE AND U.S.
 FC1660'HIGHWAY 11 AND 70 TO THEIR JUNCTION WITH STATE HIGHWAY 73 AND
 FC1660'CONTINUE STRAIGHT AHEAD ON THE U.S.  HIGHWAYS BUT NOW ON
 FC1660'KINGSTON PIKE, THENCE W 5.6 MILES AND TURN LEFT ONTO A SECONDARY
 FC1660'ROAD, THENCE S 0.4 MILE TO THE DEANERY BRICK GATEPOSTS, THENCE S
 FC1660'ABOUT 100 YARDS AND TURN RIGHT, THENCE W ABOUT 100 YARDS TO THE
 FC1660'STATION ON THE LEFT.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70
 FC1660'AND 11 NEAR LENOIR, GO E ON BOTH FOR 8.9 MILES TO CEDAR SPRINGS
 FC1660'CHURCH AND TEN MILE CREEK AND CONTINUE 2.8 MILES E AND TURN RIGHT
 FC1660'ONTO THE SECONDARY ROAD ABOVE.
 FC1660
 FC1660                          STATION RECOVERY (1960)
 FC1660
 FC1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1660'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1660'RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK HAS BEEN DESTROYED BY
 FC1660'ROAD CONSTRUCTION AND THE MARK WAS FOUND ABOUT 45 FEET FROM ITS
 FC1660'ORIGINAL LOCATION WITH THE DISK GONE.  REFERENCE MARK NO. 2 HAS THE
 FC1660'ARROW POINTING TOWARD REFERENCE MARK NO. 1 AND IN 1952 MR. O.W.
 FC1660'ANDERTON STATED THAT THE MARK WAS HIT BY A GRADER WHILE WORKING ON
 FC1660'HIS YARD. THE LARGE STANDPIPE OBSERVED IN 1934 IS NOT VISIBLE FROM
 FC1660'THE GROUND NOW. A NEW DESCRIPTION FOLLOWS.
 FC1660'
 FC1660'THE STATION IS LOCATED ABOUT 7 MILES WEST OF THE CENTER OF KNOXVILLE
 FC1660'AND ON THE NORTH EDGE OF THE W. S. COWHERD FRONT LAWN.
 FC1660'
 FC1660'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S.
 FC1660'HIGHWAY 70 TRUCK ROUTE IN THE WESTERN PART OF KNOXVILLE, GO
 FC1660'WEST ON U.S. HIGHWAY 70 FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT AND A
 FC1660'SIGN DEAN HILL COUNTRY CLUB, TURN LEFT, SOUTH, FOR 0.4 MILE TO A
 FC1660'SIDE ROAD ON THE RIGHT, TURN RIGHT, WEST, ON GLEASON ROAD FOR 0.05
 FC1660'MILE TO THE STATION.
 FC1660'
 FC1660'STATION MARK IS 76 FEET WEST OF THE COWHERD DRIVEWAY, 37 FEET EAST OF
 FC1660'A POWER-LINE POLE AND 19 FEET SOUTH OF THE CENTER OF GLEASON ROAD.
 FC1660'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, PROJECTS 6
 FC1660'INCHES, AND IS STAMPED DEANERY 1934 1950.
 FC1660'
 FC1660'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF GLEASON ROAD.
 FC1660'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, PROJECTS 6
 FC1660'INCHES, AND IS STAMPED DEANERY NO 1 1934.
 FC1660'
 FC1660'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE CENTER OF GLEASON ROAD,
 FC1660'12 FEET WEST OF THE O.W. ANDERTON MAIL BOX AND ON THE SOUTH EDGE OF
 FC1660'THE ANDERTON FRONT LAWN. THE MARK IS A STANDARD DISK SET IN A
 FC1660'CONCRETE POST, PROJECTS 2 INCHES, AND IS STAMPED DEANERY NO 2 1934.
 FC1660'
 FC1660'TRAVERSE STATION STONE WILL SERVE AS THE AZIMUTH MARK. SEE
 FC1660'DESCRIPTION THEREOF.
 FC1660'
 FC1660'OBSERVATIONS WERE MADE FROM A 8 FOOT STAND.
 FC1660
 FC1660                          STATION RECOVERY (1979)
 FC1660
 FC1660'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JMS)
 FC1660'CONDITION OF POINT WHEN FOUND, GOOD SHAPE, AS WERE THE TWO REFERENCE
 FC1660'MARKS ACROSS THE STREET.
 FC1660'
 FC1660'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DEANERY.
 FC1660'
 FC1660'DEANERY AND REFERENCE MONUMENTS WILL PROBABLY BE DESTROYED IF GLEASON
 FC1660'DRIVE IS WIDENED.
 FC1660'
 FC1660'REPORT BY TVA (FEB 1977) AGREES HOWEVER AZ MK NOT FOUND, AREA NOW
 FC1660'PAVED.
 FC1660'
 FC1660'DISTANCE AND DIRECTION FROM NEAREST TOWN T. V. A. QUAD 138, N. E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1119 ***********************************************************************
 GD1119  DESIGNATION -  DEER
 GD1119  PID         -  GD1119
 GD1119  STATE/COUNTY-  TN/DYER
 GD1119  USGS QUAD   -  DYERSBURG (1983)
 GD1119
 GD1119                         *CURRENT SURVEY CONTROL
 GD1119  ___________________________________________________________________
 GD1119* NAD 83(1995)-  36 00 12.05615(N)    089 24 24.23172(W)     ADJUSTED  
 GD1119* NAVD 88     -       102.787  (meters)     337.23   (feet)  ADJUSTED  
 GD1119  ___________________________________________________________________
 GD1119  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1119  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1119  DYNAMIC HT  -         102.700 (meters)     336.94  (feet)  COMP
 GD1119  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GD1119
 GD1119  HORZ ORDER  -  THIRD
 GD1119  VERT ORDER  -  FIRST     CLASS I
 GD1119
 GD1119.This mark is at Dyersburg Airport (DYR)
 GD1119
 GD1119.The horizontal coordinates were established by classical geodetic methods
 GD1119.and adjusted by the National Geodetic Survey in April 1999..
 GD1119
 GD1119.The orthometric height was determined by differential leveling
 GD1119.and adjusted by the National Geodetic Survey in June 1991..
 GD1119
 GD1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1119
 GD1119.The geoid height was determined by GEOID03.
 GD1119
 GD1119.The dynamic height is computed by dividing the NAVD 88
 GD1119.geopotential number by the normal gravity value computed on the
 GD1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1119.degrees latitude (g = 980.6199 gals.).
 GD1119
 GD1119.The modeled gravity was interpolated from observed gravity values.
 GD1119
 GD1119;                    North         East     Units Scale Factor Converg.
 GD1119;SPC TN       -   190,632.100   292,926.089   MT  0.99995275   -1 59 40.0
 GD1119;SPC TN       -   625,432.15    961,041.68   sFT  0.99995275   -1 59 40.0
 GD1119;UTM  16      - 3,986,998.970   283,076.348   MT  1.00017985   -1 24 55.1
 GD1119
 GD1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1119!SPC TN       -   0.99998829  x   0.99995275  =   0.99994104
 GD1119!UTM  16      -   0.99998829  x   1.00017985  =   1.00016814
 GD1119
 GD1119|---------------------------------------------------------------------|
 GD1119| PID    Reference Object                     Distance      Geod. Az  |
 GD1119|                                                           dddmmss.s |
 GD1119| FE0601 DEER RM 1                            10.417 METERS 06005     |
 GD1119| FE2456 AIRPORT BCN DYERSBURG MUN APT       APPROX. 0.7 KM 1320420.2 |
 GD1119| FE0600 DEER RM 2                           APPROX.58.1 KM 1345403.3 |
 GD1119| FE0901 DEER AZ MK                                         1573315.4 |
 GD1119|---------------------------------------------------------------------|
 GD1119
 GD1119                          SUPERSEDED SURVEY CONTROL
 GD1119
 GD1119  NAD 83(1995)-  36 00 12.05965(N)    089 24 24.23230(W) AD(       ) 3
 GD1119  NAD 83(1995)-  36 00 12.05938(N)    089 24 24.23211(W) AD(       ) 3
 GD1119  NAD 83(1986)-  36 00 12.06732(N)    089 24 24.23172(W) AD(       ) 3
 GD1119  NAD 27      -  36 00 11.80530(N)    089 24 23.96740(W) AD(       ) 3
 GD1119  NGVD 29 (??/??/??)  102.720  (m)          337.01   (f) ADJUSTED    1 1
 GD1119
 GD1119.Superseded values are not recommended for survey control.
 GD1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1119.See file dsdata.txt to determine how the superseded data were derived.
 GD1119
 GD1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8307686999(NAD 83)
 GD1119_MARKER: DS = TRIANGULATION STATION DISK
 GD1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1119_SP_SET: SQUARE CONCRETE MONUMENT
 GD1119_STAMPING: DEER 1959
 GD1119_MARK LOGO: CGS   
 GD1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1119+STABILITY: SURFACE MOTION
 GD1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1119+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1987
 GD1119
 GD1119  HISTORY     - Date     Condition        Report By
 GD1119  HISTORY     - 1959     MONUMENTED       CGS
 GD1119  HISTORY     - 1967     GOOD             CGS
 GD1119  HISTORY     - 1974     GOOD             NGS
 GD1119  HISTORY     - 19870715 GOOD             LOCENG
 GD1119  HISTORY     - 20020419 MARK NOT FOUND   USACE
 GD1119
 GD1119                          STATION DESCRIPTION
 GD1119
 GD1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1119'THE STATION IS ABOUT 2 MILES SOUTHWEST OF DYERSBURG AND ON THE
 GD1119'DYERSBURG MUNICIPAL AIRPORT.  IT IS 754 FEET SOUTH OF THE NORTHWEST
 GD1119'CORNER OF THE NORTH-SOUTH RUNWAY AND 25 FEET WEST OF THE WEST EDGE
 GD1119'OF THE SAME RUNWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1119'DEER 1959.
 GD1119'
 GD1119'REFERENCE MARK 1 IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE
 GD1119'WEST EDGE OF THE NORTH-SOUTH RUNWAY.  THE DISK IS STAMPED DEER NO 1
 GD1119'1959.
 GD1119'
 GD1119'REFERENCE MARK 2 IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE
 GD1119'WEST EDGE OF THE NORTH-SOUTH RUNWAY.  THE DISK IS STAMPED DEER NO 2
 GD1119'1959.
 GD1119'
 GD1119'THE AZIMUTH MARK IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE
 GD1119'SIDEWALK ON THE NORTHWEST SIDE OF THE AIRPORT PASSENGER TERMINAL.
 GD1119'IT IS 2 FEET NORTHWEST OF THE NORTHWEST WALL OF THE BUILDING, 5 FEET
 GD1119'SOUTHEAST OF THE NORTHWEST EDGE OF THE SIDEWALK AND 8 FEET NORTH
 GD1119'OF THE SOUTH CORNER OF THE BUILDING.  THE DISK IS STAMPED DEER
 GD1119'1959.
 GD1119'
 GD1119'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1119
 GD1119                          STATION RECOVERY (1967)
 GD1119
 GD1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1119'THIS STATION AND ALL MARKS RECOVERED AS DESCRIBED.
 GD1119'CONDITION OF ALL MARKS GOOD.
 GD1119'
 GD1119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 GD1119'SOUTHWEST OF DYERSBURG.
 GD1119
 GD1119                          STATION RECOVERY (1974)
 GD1119
 GD1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1119'3 MI S FROM DYERSBURG.
 GD1119'ABOUT 2.20 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE AT
 GD1119'DYERSBURG, 0.3 MILE WEST TO DYERSBURG AIRPORT, 0.45 MILE NORTHWEST
 GD1119'OF THE AIRPORT PASSENGER TERMINAL, ABOUT 0.3 MILE NORTH-NORTHWEST
 GD1119'OF THE INTERSECTION OF RUNWAY 22 AND 16, ABOUT 0.15 MILE
 GD1119'SOUTH-SOUTHEAST OF THE NORTHWEST END OF RUNWAY 16 (NORTH-SOUTH
 GD1119'RUNWAY), AT THE DYERSBURG MUNICIPAL AIRPORT, 34.3 FEET NORTHWEST
 GD1119'OF RM 2, 31.6 FEET SOUTHWEST OF RM 1, 24 FEET WEST OF THE WEST
 GD1119'EDGE OF RUNWAY 16, ABOUT LEVEL WITH THE RUNWAY AND IN THE TOP OF A
 GD1119'CONCRETE POST FLUSH WITH THE GROUND.
 GD1119
 GD1119                          STATION RECOVERY (1987)
 GD1119
 GD1119'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GD1119'RECOVERED IN GOOD CONDITION.
 GD1119
 GD1119                          STATION RECOVERY (2002)
 GD1119
 GD1119'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1119'DIRT WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0599 ***********************************************************************
 FE0599  DESIGNATION -  DEER
 FE0599  PID         -  FE0599
 FE0599  STATE/COUNTY-  TN/MADISON
 FE0599  USGS QUAD   -  ADAIR (1979)
 FE0599
 FE0599                         *CURRENT SURVEY CONTROL
 FE0599  ___________________________________________________________________
 FE0599* NAD 83(1995)-  35 37 57.72942(N)    088 57 07.24037(W)     ADJUSTED  
 FE0599* NAVD 88     -       117.279  (meters)     384.77   (feet)  ADJUSTED  
 FE0599  ___________________________________________________________________
 FE0599  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FE0599  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0599  DYNAMIC HT  -         117.174 (meters)     384.43  (feet)  COMP
 FE0599  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FE0599
 FE0599  HORZ ORDER  -  SECOND
 FE0599  VERT ORDER  -  SECOND    CLASS 0
 FE0599
 FE0599.The horizontal coordinates were established by classical geodetic methods
 FE0599.and adjusted by the National Geodetic Survey in April 1999..
 FE0599
 FE0599.The orthometric height was determined by differential leveling
 FE0599.and adjusted by the National Geodetic Survey in June 1991..
 FE0599
 FE0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0599
 FE0599.The geoid height was determined by GEOID03.
 FE0599
 FE0599.The dynamic height is computed by dividing the NAVD 88
 FE0599.geopotential number by the normal gravity value computed on the
 FE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0599.degrees latitude (g = 980.6199 gals.).
 FE0599
 FE0599.The modeled gravity was interpolated from observed gravity values.
 FE0599
 FE0599;                    North         East     Units Scale Factor Converg.
 FE0599;SPC TN       -   148,195.999   332,659.746   MT  0.99995454   -1 43 41.6
 FE0599;SPC TN       -   486,206.37  1,091,401.18   sFT  0.99995454   -1 43 41.6
 FE0599;UTM  16      - 3,944,965.566   323,246.619   MT  0.99998500   -1 08 15.0
 FE0599
 FE0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0599!SPC TN       -   0.99998601  x   0.99995454  =   0.99994055
 FE0599!UTM  16      -   0.99998601  x   0.99998500  =   0.99997101
 FE0599
 FE0599|---------------------------------------------------------------------|
 FE0599| PID    Reference Object                     Distance      Geod. Az  |
 FE0599|                                                           dddmmss.s |
 FE0599| FE0601 DEER RM 1                            17.709 METERS 01935     |
 FE0599| FE0596 CUB                                 APPROX. 3.0 KM 2485552.6 |
 FE0599| FE0600 DEER RM 2                            13.388 METERS 25143     |
 FE0599|---------------------------------------------------------------------|
 FE0599
 FE0599                          SUPERSEDED SURVEY CONTROL
 FE0599
 FE0599  NAD 83(1995)-  35 37 57.73434(N)    088 57 07.24432(W) AD(       ) 2
 FE0599  NAD 83(1986)-  35 37 57.74090(N)    088 57 07.24119(W) AD(       ) 2
 FE0599  NAD 27      -  35 37 57.47510(N)    088 57 07.01450(W) AD(       ) 2
 FE0599  NGVD 29 (??/??/??)  117.307  (m)          384.86   (f) ADJUSTED    2 0
 FE0599
 FE0599.Superseded values are not recommended for survey control.
 FE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0599.See file dsdata.txt to determine how the superseded data were derived.
 FE0599
 FE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2324744966(NAD 83)
 FE0599_MARKER: DE = TRAVERSE STATION DISK
 FE0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0599_STAMPING: DEER 1959
 FE0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0599+STABILITY: SURFACE MOTION
 FE0599
 FE0599  HISTORY     - Date     Condition        Report By
 FE0599  HISTORY     - 1959     MONUMENTED       CGS
 FE0599  HISTORY     - 1959     GOOD             CGS
 FE0599  HISTORY     - 1965     GOOD             CGS
 FE0599  HISTORY     - 1974     GOOD             NGS
 FE0599
 FE0599                          STATION DESCRIPTION
 FE0599
 FE0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0599'THE STATION IS LOCATED, AIRLINE, ABOUT 2 MILES NORTHEAST OF
 FE0599'HUNTERSVILLE AND ABOUT 1-1/4 MILES NORTH OF US HIGHWAY 70, ALONG
 FE0599'THE NORTH SIDE OF INTERSTATE HIGHWAY 40.
 FE0599'
 FE0599'THE STATION IS A STANDARD TRAVERSE STATION MARK DISK STAMPED DEER
 FE0599'1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE0599'FLUSH WITH THE GROUND.  IT IS 44 FEET EAST-NORTHEAST OF A POWERLINE
 FE0599'POLE NO 184, 3.5 FEET SOUTHEAST OF A WITNESS SIGN AND 3 FEET SOUTH
 FE0599'OF THE RIGHT-OF-WAY FENCE.
 FE0599'
 FE0599'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DEER NO 1 1959
 FE0599'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE0599'FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 FE0599'IT IS 58 FEET NORTH-NORTHEAST OF A WITNESS SIGN AND 40 FEET
 FE0599'NORTH-NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 FE0599'
 FE0599'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DEER NO 2 1959
 FE0599'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FE0599'FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 FE0599'IT IS 3 FEET SOUTH OF A POWERLINE POLE NUMBER 184 AND 2 FEET SOUTH
 FE0599'OF A RIGHT-OF-WAY FENCE.
 FE0599'
 FE0599'STATION CUB CAN BE USED AS THE AZIMUTH MARK.  IT IS ABOUT 2 MILES
 FE0599'WEST-SOUTHWEST OF THE STATION, ALONG THE NORTH SIDE OF INTERSTATE
 FE0599'HIGHWAY 40 AT AN OVERPASS.
 FE0599'
 FE0599'TO REACH THE STATION FROM THE HUNTERSVILLE SCHOOL IN HUNTERSVILLE, GO
 FE0599'EAST ON US HIGHWAY 70 FOR 1.3 MILES, TURN LEFT OFF THE HIGHWAY AND GO
 FE0599'NORTHERLY ON HILLARD LANE FOR 1.3 MILES, TURN LEFT AT THE T-ROAD AND
 FE0599'GO NORTHWESTERLY, CROSSING INTERSTATE HIGHWAY 40 FOR 0.2 MILE.
 FE0599'TURN LEFT ONTO A DIRT SIDE ROAD AND GO SOUTH AND WEST FOR 0.15 MILE
 FE0599'TO A WITNESS SIGN AT THE RIGHT-OF-WAY FENCE AND THE STATION.
 FE0599'
 FE0599'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 FE0599
 FE0599                          STATION RECOVERY (1959)
 FE0599
 FE0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0599'17.3 MI E FROM BROWNSVILLE.
 FE0599'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0599'BROWNSVILLE, THENCE 7.6 MILES NORTH-NORTHEAST ALONG INTERSTATE
 FE0599'HIGHWAY 40.  THE MARK IS 44 FEET EAST-NORTHEAST OF A POWERLINE
 FE0599'POLE (NUMBER 184), 35 FEET SOUTHEAST OF A WITNESS SIGN AND 3
 FE0599'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  IT IS A 10 INCH SQUARE
 FE0599'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 FE0599
 FE0599                          STATION RECOVERY (1965)
 FE0599
 FE0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE0599'THE STATION MARK WAS RECOVERED AS DESCRIBED IN TENN. VOL. III, QUAD
 FE0599'350884, STATION 1002, AND WAS FOUND TO BE IN GOOD CONDITION.  THE
 FE0599'REFERENCE MARKS WERE NOT SEARCHED FOR.
 FE0599
 FE0599                          STATION RECOVERY (1974)
 FE0599
 FE0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE0599'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 FE0599'GOOD CONDITION AND LEVELED OVER DURING THE 1974 RELEVELING.
 FE0599'
 FE0599'TO REACH GO 2.2 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE
 FE0599'COURTHOUSE AT DYERSBURG, THENCE 0.3 MILE SOUTHWEST TO THE DYERSBURG
 FE0599'MUNICIPAL AIRPORT.
 FE0599'
 FE0599'THE STATION IS A C AND GS TRIANGULATION STATION, STAMPED DEER 1959.
 FE0599'0.45 MILE SOUTHWEST OF THE AIRPORT PASSENGER TERMINAL, 24 FEET WEST
 FE0599'OF THE WEST EDGE OF A RUNWAY, IN A CONCRETE POST.
 FE0599'
 FE0599'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED DEER NO 1 1959.
 FE0599'31.6 FEET NORTHEAST OF THE STATION, SET FLUSH IN A DRILL HOLE ALONG
 FE0599'THE WEST EDGE OF A NORTH-SOUTH RUNWAY.
 FE0599'
 FE0599'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED DEER NO 2 1959.
 FE0599'34.3 FEET SOUTHEAST OF THE STATION, SET FLUSH IN A DRILL HOLE ALONG
 FE0599'THE WEST EDGE OF A NORTH-SOUTH RUNWAY.
 FE0599'
 FE0599'THE AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED DEER 1959.  0.45
 FE0599'MILE SOUTHEAST OF THE STATION, SET IN THE TOP OF THE SIDEWALK ALONG
 FE0599'THE WEST SIDE OF THE AIRPORT PASSENGER TERMINAL, 2.2 FEET WEST OF
 FE0599'THE WEST WALL OF A BUILDING.
 FE0599'
 FE0599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 FE0599'SOUTH OF DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0796 ***********************************************************************
 FD0796  DESIGNATION -  DEER
 FD0796  PID         -  FD0796
 FD0796  STATE/COUNTY-  TN/LAWRENCE
 FD0796  USGS QUAD   -  DEERFIELD (1976)
 FD0796
 FD0796                         *CURRENT SURVEY CONTROL
 FD0796  ___________________________________________________________________
 FD0796* NAD 83(1995)-  35 18 07.02967(N)    087 27 13.48597(W)     ADJUSTED  
 FD0796* NAVD 88     -       301.179  (meters)     988.12   (feet)  ADJUSTED  
 FD0796  ___________________________________________________________________
 FD0796  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 FD0796  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0796  DYNAMIC HT  -         300.894 (meters)     987.18  (feet)  COMP
 FD0796  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 FD0796
 FD0796  HORZ ORDER  -  SECOND
 FD0796  VERT ORDER  -  SECOND    CLASS 0
 FD0796
 FD0796.The horizontal coordinates were established by classical geodetic methods
 FD0796.and adjusted by the National Geodetic Survey in April 1999..
 FD0796
 FD0796.The orthometric height was determined by differential leveling
 FD0796.and adjusted by the National Geodetic Survey in June 1991..
 FD0796
 FD0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0796
 FD0796.The geoid height was determined by GEOID03.
 FD0796
 FD0796.The dynamic height is computed by dividing the NAVD 88
 FD0796.geopotential number by the normal gravity value computed on the
 FD0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0796.degrees latitude (g = 980.6199 gals.).
 FD0796
 FD0796.The modeled gravity was interpolated from observed gravity values.
 FD0796
 FD0796;                    North         East     Units Scale Factor Converg.
 FD0796;SPC TN       -   108,450.428   467,785.558   MT  0.99999124   -0 51 03.9
 FD0796;SPC TN       -   355,807.78  1,534,726.45   sFT  0.99999124   -0 51 03.9
 FD0796;UTM  16      - 3,906,623.702   458,747.451   MT  0.99962097   -0 15 44.0
 FD0796
 FD0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0796!SPC TN       -   0.99995708  x   0.99999124  =   0.99994832
 FD0796!UTM  16      -   0.99995708  x   0.99962097  =   0.99957807
 FD0796
 FD0796:                Primary Azimuth Mark                     Grid Az
 FD0796:SPC TN       -  DEER AZ MK                               093 26 09.3
 FD0796:UTM  16      -  DEER AZ MK                               092 50 49.4
 FD0796
 FD0796|---------------------------------------------------------------------|
 FD0796| PID    Reference Object                     Distance      Geod. Az  |
 FD0796|                                                           dddmmss.s |
 FD0796| CG5224 DEER AZ MK                                         0923505.4 |
 FD0796| FD0797 DEER RM 1                            25.551 METERS 09242     |
 FD0796| FD0803 SOWELL                              APPROX. 4.6 KM 1074458.7 |
 FD0796| FD0795 DEER RM 2                            26.080 METERS 26535     |
 FD0796|---------------------------------------------------------------------|
 FD0796
 FD0796                          SUPERSEDED SURVEY CONTROL
 FD0796
 FD0796  NAD 83(1995)-  35 18 07.03299(N)    087 27 13.48711(W) AD(       ) 2
 FD0796  NAD 83(1995)-  35 18 07.03604(N)    087 27 13.48759(W) AD(       ) 2
 FD0796  NAD 83(1986)-  35 18 07.04079(N)    087 27 13.48626(W) AD(       ) 2
 FD0796  NAD 27      -  35 18 06.75670(N)    087 27 13.41700(W) AD(       ) 2
 FD0796  NGVD 29 (??/??/92)  301.136  (m)          987.98   (f) ADJ UNCH    2 0
 FD0796
 FD0796.Superseded values are not recommended for survey control.
 FD0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0796.See file dsdata.txt to determine how the superseded data were derived.
 FD0796
 FD0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5874706624(NAD 83)
 FD0796_MARKER: DD = SURVEY DISK
 FD0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0796_STAMPING: DEER 1962
 FD0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0796+STABILITY: SURFACE MOTION
 FD0796
 FD0796  HISTORY     - Date     Condition        Report By
 FD0796  HISTORY     - 1962     MONUMENTED       TNHD
 FD0796  HISTORY     - 1962     GOOD             TNHD
 FD0796
 FD0796                          STATION DESCRIPTION
 FD0796
 FD0796'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0796'10 MI W FROM LAWRENCEBURG.
 FD0796'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0796'LAWRENCEBURG, GO WEST ON U.S. HIGHWAY 64 FOR 9.1 MILES TO THE
 FD0796'STATION ON THE RIGHT.  THE STATION MARK IS 30 FEET NORTH OF THE
 FD0796'CENTERLINE OF U.S. HIGHWAY 64, 21 FEET EAST OF A FENCE CORNER,
 FD0796'1 FOOT SOUTH OF A WIRE FENCE AND 5.9 FEET EAST OF A WITNESS
 FD0796'POST.  THE STATION MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0796'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0796'FLUSH WITH THE GROUND.
 FD0796
 FD0796                          STATION RECOVERY (1962)
 FD0796
 FD0796'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0796'THE STATION IS LOCATED ABOUT 10 MILES WEST OF LAWRENCEBURG.
 FD0796'
 FD0796'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 43 AND U S
 FD0796'HIGHWAY 64 IN LAWRENCEBURG,
 FD0796'GO WESTERLY ON U S HIGHWAY 64 FOR 9.1 MILES TO THE
 FD0796'STATION ON THE RIGHT.
 FD0796'
 FD0796'THE STATION IS 30 FEET NORTH OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0796'64, 21 FEET EAST OF A
 FD0796'FENCE CORNER, 5.9 FEET EAST OF A WITNESS POST AND 1
 FD0796'FOOT SOUTH OF A WIRE FENCE.  THE
 FD0796'SURFACE AND UNDERGROUND MARKS ARE
 FD0796'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 FD0796'STAMPED DEER
 FD0796'1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 FD0796'THE SURFACE DISK
 FD0796'IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH.
 FD0796'
 FD0796'REFERENCE MARK NO 1 IS 26 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 FD0796'HIGHWAY 64, 21 FEET WEST
 FD0796'OF A CHURCH SIGN AND 4.7 FEET SOUTH OF A FENCE.  IT
 FD0796'IS A STANDARD TENNESSEE HIGHWAY
 FD0796'DEPARTMENT DISK SET IN A 10-INCH
 FD0796'SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS
 FD0796'STAMPED DEER RM 1 1962.
 FD0796'
 FD0796'REFERENCE MARK NO 2 IS 23 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 FD0796'HIGHWAY 64, 9 FEET SOUTH
 FD0796'OF A FENCE AND IS ACROSS THE HIGHWAY FROM THE HOME
 FD0796'OF DON L KENT.  IT IS A STANDARD
 FD0796'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0796'SET IN A 10-/INCH SQUARE CONCRETE MONUMENT, FLUSH,
 FD0796'AND THE DISK IS
 FD0796'STAMPED DEER RM 2 1962.
 FD0796'
 FD0796'THE AZIMUTH MARK IS 57 FEET WEST OF THE APPROXIMATE CENTER OF A DRIVE
 FD0796'WAY, 26 FEET SOUTH OF THE
 FD0796'APPROXIMATE CENTER OF U S HIGHWAY 64, 2 FEET
 FD0796'SOUTHWEST OF A UTILITY POLE AND 1.4
 FD0796'FEET SOUTHWEST OF A WITNESS POST.
 FD0796'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0796'REFERENCE MARK DISK SET
 FD0796'IN A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS
 FD0796'STAMPED DEER AZI 1962.
 FD0796'IN A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS
 FD0796'STAMPED DEER AZI 1962.
 FD0796'
 FD0796'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U S HIGHWAY 64
 FD0796'FOR 0.15 MILE TO THE
 FD0796'AZIMUTH MARK ON THE RIGHT.
 FD0796'
 FD0796'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0796'
 FD0796'HEIGHT OF LIGHT ABOVE STATION MARK 30.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0798 ***********************************************************************
 FD0798  DESIGNATION -  DEER AZ MK
 FD0798  PID         -  FD0798
 FD0798  STATE/COUNTY-  TN/LAWRENCE
 FD0798  USGS QUAD   -  DEERFIELD (1976)
 FD0798
 FD0798                         *CURRENT SURVEY CONTROL
 FD0798  ___________________________________________________________________
 FD0798* NAD 83(1986)-  35 18 07.     (N)    087 27 08.     (W)     SCALED    
 FD0798* NAVD 88     -       299.610  (meters)     982.97   (feet)  ADJUSTED  
 FD0798  ___________________________________________________________________
 FD0798  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0798  DYNAMIC HT  -         299.325 (meters)     982.04  (feet)  COMP
 FD0798  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 FD0798
 FD0798  VERT ORDER  -  SECOND    CLASS 0
 FD0798
 FD0798.The horizontal coordinates were scaled from a topographic map and have
 FD0798.an estimated accuracy of +/- 6 seconds.
 FD0798
 FD0798.The orthometric height was determined by differential leveling
 FD0798.and adjusted by the National Geodetic Survey in June 1991..
 FD0798
 FD0798.The geoid height was determined by GEOID03.
 FD0798
 FD0798.The dynamic height is computed by dividing the NAVD 88
 FD0798.geopotential number by the normal gravity value computed on the
 FD0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0798.degrees latitude (g = 980.6199 gals.).
 FD0798
 FD0798.The modeled gravity was interpolated from observed gravity values.
 FD0798
 FD0798;                    North         East    Units  Estimated Accuracy
 FD0798;SPC TN       -   108,450.      467,920.      MT  (+/- 180 meters Scaled)
 FD0798
 FD0798                          SUPERSEDED SURVEY CONTROL
 FD0798
 FD0798  NGVD 29 (??/??/92)  299.567  (m)          982.83   (f) ADJ UNCH    2 0
 FD0798
 FD0798.Superseded values are not recommended for survey control.
 FD0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0798.See file dsdata.txt to determine how the superseded data were derived.
 FD0798
 FD0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE588066(NAD 83)
 FD0798_MARKER: DD = SURVEY DISK
 FD0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0798_STAMPING: DEER AZI 1962
 FD0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0798+STABILITY: SURFACE MOTION
 FD0798
 FD0798  HISTORY     - Date     Condition        Report By
 FD0798  HISTORY     - 1962     MONUMENTED       TNHD
 FD0798
 FD0798                          STATION DESCRIPTION
 FD0798
 FD0798'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0798'10 MI W FROM LAWRENCEBURG.
 FD0798'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0798'LAWRENCEBURG, GO 9.0 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH
 FD0798'MARK IS 57 FEET WEST OF THE CENTER OF A DRIVE WAY, 26 FEET
 FD0798'SOUTH OF THE CENTER OF U.S. HIGHWAY 64, 2 FEET SOUTHWEST OF A
 FD0798'UTILITY POLE AND 1.4 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 FD0798'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 FD0798'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0901 ***********************************************************************
 FE0901  DESIGNATION -  DEER AZ MK
 FE0901  PID         -  FE0901
 FE0901  STATE/COUNTY-  TN/DYER
 FE0901  USGS QUAD   -  FOWLKES (1983)
 FE0901
 FE0901                         *CURRENT SURVEY CONTROL
 FE0901  ___________________________________________________________________
 FE0901* NAD 83(1986)-  35 59 57.     (N)    089 24 07.     (W)     SCALED    
 FE0901* NAVD 88     -       101.850  (meters)     334.15   (feet)  ADJUSTED  
 FE0901  ___________________________________________________________________
 FE0901  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0901  DYNAMIC HT  -         101.764 (meters)     333.87  (feet)  COMP
 FE0901  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 FE0901
 FE0901  VERT ORDER  -  FIRST     CLASS I
 FE0901
 FE0901.This mark is at Dyersburg Airport (DYR)
 FE0901
 FE0901.The horizontal coordinates were scaled from a topographic map and have
 FE0901.an estimated accuracy of +/- 6 seconds.
 FE0901
 FE0901.The orthometric height was determined by differential leveling
 FE0901.and adjusted by the National Geodetic Survey in June 1991..
 FE0901
 FE0901.The geoid height was determined by GEOID03.
 FE0901
 FE0901.The dynamic height is computed by dividing the NAVD 88
 FE0901.geopotential number by the normal gravity value computed on the
 FE0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0901.degrees latitude (g = 980.6199 gals.).
 FE0901
 FE0901.The modeled gravity was interpolated from observed gravity values.
 FE0901
 FE0901;                    North         East    Units  Estimated Accuracy
 FE0901;SPC TN       -   190,150.      293,340.      MT  (+/- 180 meters Scaled)
 FE0901
 FE0901                          SUPERSEDED SURVEY CONTROL
 FE0901
 FE0901  NGVD 29 (??/??/??)  101.784  (m)          333.94   (f) ADJUSTED    1 1
 FE0901
 FE0901.Superseded values are not recommended for survey control.
 FE0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0901.See file dsdata.txt to determine how the superseded data were derived.
 FE0901
 FE0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE834865(NAD 83)
 FE0901_MARKER: DZ = AZIMUTH MARK DISK
 FE0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0901_SP_SET: SIDEWALK
 FE0901_STAMPING: DEER 1959
 FE0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0901+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 FE0901
 FE0901  HISTORY     - Date     Condition        Report By
 FE0901  HISTORY     - 1959     MONUMENTED       CGS
 FE0901  HISTORY     - 1974     GOOD             NGS
 FE0901  HISTORY     - 1987     GOOD             LOCSUR
 FE0901  HISTORY     - 20020419 GOOD             USACE
 FE0901
 FE0901                          STATION DESCRIPTION
 FE0901
 FE0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0901'2.5 MI S FROM DYERSBURG.
 FE0901'ABOUT 2.20 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE
 FE0901'AT DYERSBURG, 0.3 MILE WEST THEN SOUTH TO THE DYERSBURG MUNICIPAL
 FE0901'AIRPORT, SET IN THE SIDEWALK ON THE WEST SIDE OF THE AIRPORT
 FE0901'PASSENGER TERMINAL, 8 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 FE0901'BUILDING, 5.8 FEET EAST OF THE WEST END OF THE SIDEWALK, 2.2
 FE0901'FEET WEST OF THE WEST WALL OF THE BUILDING, ABOUT LEVEL WITH THE
 FE0901'SIDEWALK.
 FE0901
 FE0901                          STATION RECOVERY (1987)
 FE0901
 FE0901'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 FE0901'RECOVERED IN GOOD CONDITION.
 FE0901
 FE0901                          STATION RECOVERY (2002)
 FE0901
 FE0901'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0901'AIRPORT HAS NEW PASSENGER TERMINAL. OLD TERMINAL IS NOW AIRPORT
 FE0901'RESTAURANT BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1120 ***********************************************************************
 GD1120  DESIGNATION -  DEER RM 1
 GD1120  PID         -  GD1120
 GD1120  STATE/COUNTY-  TN/DYER
 GD1120  USGS QUAD   -  DYERSBURG (1983)
 GD1120
 GD1120                         *CURRENT SURVEY CONTROL
 GD1120  ___________________________________________________________________
 GD1120* NAD 83(1986)-  36 00 12.     (N)    089 24 23.     (W)     SCALED    
 GD1120* NAVD 88     -       102.734  (meters)     337.05   (feet)  ADJUSTED  
 GD1120  ___________________________________________________________________
 GD1120  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1120  DYNAMIC HT  -         102.648 (meters)     336.77  (feet)  COMP
 GD1120  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GD1120
 GD1120  VERT ORDER  -  FIRST     CLASS I
 GD1120
 GD1120.This mark is at Dyersburg Airport (DYR)
 GD1120
 GD1120.The horizontal coordinates were scaled from a topographic map and have
 GD1120.an estimated accuracy of +/- 6 seconds.
 GD1120
 GD1120.The orthometric height was determined by differential leveling
 GD1120.and adjusted by the National Geodetic Survey in June 1991..
 GD1120
 GD1120.The geoid height was determined by GEOID03.
 GD1120
 GD1120.The dynamic height is computed by dividing the NAVD 88
 GD1120.geopotential number by the normal gravity value computed on the
 GD1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1120.degrees latitude (g = 980.6199 gals.).
 GD1120
 GD1120.The modeled gravity was interpolated from observed gravity values.
 GD1120
 GD1120;                    North         East    Units  Estimated Accuracy
 GD1120;SPC TN       -   190,630.      292,960.      MT  (+/- 180 meters Scaled)
 GD1120
 GD1120                          SUPERSEDED SURVEY CONTROL
 GD1120
 GD1120  NGVD 29 (??/??/??)  102.668  (m)          336.84   (f) ADJUSTED    1 1
 GD1120
 GD1120.Superseded values are not recommended for survey control.
 GD1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1120.See file dsdata.txt to determine how the superseded data were derived.
 GD1120
 GD1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE831869(NAD 83)
 GD1120_MARKER: DR = REFERENCE MARK DISK
 GD1120_SETTING: 0 = UNSPECIFIED SETTING
 GD1120_STAMPING: DEER NO 1 1959
 GD1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1120
 GD1120  HISTORY     - Date     Condition        Report By
 GD1120  HISTORY     - 1959     MONUMENTED       CGS
 GD1120  HISTORY     - 1974     GOOD             NGS
 GD1120  HISTORY     - 20020419 MARK NOT FOUND   USACE
 GD1120
 GD1120                          STATION DESCRIPTION
 GD1120
 GD1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1120'3 MI S FROM DYERSBURG.
 GD1120'ABOUT 2.20 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE
 GD1120'AT DYERSBURG, 0.3 MILE WEST TO DYERSBURG AIRPORT, 0.45 MILE
 GD1120'NORTHWEST OF THE AIRPORT PASSENGER TERMINAL, ABOUT 0.3 MILE
 GD1120'NORTH-NORTHWEST OF THE INTERSECTION OF RUNWAYS 22 AND 16, ABOUT
 GD1120'0.15 MILE SOUTH-SOUTHEAST OF THE NORTHWEST END OF RUNWAY 16
 GD1120'(NORTH-SOUTH RUNWAY), AT THE DYERSBURG MUNICIPAL AIRPORT, 40.5
 GD1120'FEET NORTH OF RM 2, 31.6 FEET NORTHEAST OF DEER, 2.4 FEET EAST
 GD1120'OF THE WEST EDGE OF CONCRETE RUNWAY, ABOUT LEVEL WITH THE RUNWAY.
 GD1120
 GD1120                          STATION RECOVERY (2002)
 GD1120
 GD1120'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1120'DIRT WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0601 ***********************************************************************
 FE0601  DESIGNATION -  DEER RM 1
 FE0601  PID         -  FE0601
 FE0601  STATE/COUNTY-  TN/MADISON
 FE0601  USGS QUAD   -  ADAIR (1979)
 FE0601
 FE0601                         *CURRENT SURVEY CONTROL
 FE0601  ___________________________________________________________________
 FE0601* NAD 83(1986)-  35 37 56.     (N)    088 57 07.     (W)     SCALED    
 FE0601* NAVD 88     -       117.594  (meters)     385.81   (feet)  ADJUSTED  
 FE0601  ___________________________________________________________________
 FE0601  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0601  DYNAMIC HT  -         117.490 (meters)     385.47  (feet)  COMP
 FE0601  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FE0601
 FE0601  VERT ORDER  -  SECOND    CLASS 0
 FE0601
 FE0601.The horizontal coordinates were scaled from a topographic map and have
 FE0601.an estimated accuracy of +/- 6 seconds.
 FE0601
 FE0601.The orthometric height was determined by differential leveling
 FE0601.and adjusted by the National Geodetic Survey in June 1991..
 FE0601
 FE0601.The geoid height was determined by GEOID03.
 FE0601
 FE0601.The dynamic height is computed by dividing the NAVD 88
 FE0601.geopotential number by the normal gravity value computed on the
 FE0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0601.degrees latitude (g = 980.6199 gals.).
 FE0601
 FE0601.The modeled gravity was interpolated from observed gravity values.
 FE0601
 FE0601;                    North         East    Units  Estimated Accuracy
 FE0601;SPC TN       -   148,140.      332,660.      MT  (+/- 180 meters Scaled)
 FE0601
 FE0601                          SUPERSEDED SURVEY CONTROL
 FE0601
 FE0601  NGVD 29 (??/??/??)  117.623  (m)          385.90   (f) ADJUSTED    2 0
 FE0601
 FE0601.Superseded values are not recommended for survey control.
 FE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0601.See file dsdata.txt to determine how the superseded data were derived.
 FE0601
 FE0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE232449(NAD 83)
 FE0601_MARKER: DR = REFERENCE MARK DISK
 FE0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0601_STAMPING: DEER NO 1 1959
 FE0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0601+STABILITY: SURFACE MOTION
 FE0601
 FE0601  HISTORY     - Date     Condition        Report By
 FE0601  HISTORY     - 1959     MONUMENTED       CGS
 FE0601  HISTORY     - 1959     GOOD             CGS
 FE0601
 FE0601                          STATION DESCRIPTION
 FE0601
 FE0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0601'17.3 MI E FROM BROWNSVILLE.
 FE0601'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0601'BROWNSVILLE, THENCE 7.6 MILES NORTH-NORTHEAST ALONG INTERSTATE
 FE0601'HIGHWAY 40.  THE MARK IS 17.7 FEET NORTH-NORTHEAST OF STATION DEER
 FE0601'1959, 58 FEET NORTH-NORTHEAST OF A WITNESS SIGN AND 40 FEET
 FE0601'NORTH-NORTHWEST OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN A
 FE0601'10 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0797 ***********************************************************************
 FD0797  DESIGNATION -  DEER RM 1
 FD0797  PID         -  FD0797
 FD0797  STATE/COUNTY-  TN/LAWRENCE
 FD0797  USGS QUAD   -  DEERFIELD (1976)
 FD0797
 FD0797                         *CURRENT SURVEY CONTROL
 FD0797  ___________________________________________________________________
 FD0797* NAD 83(1986)-  35 18 06.     (N)    087 27 15.     (W)     SCALED    
 FD0797* NAVD 88     -       300.762  (meters)     986.75   (feet)  ADJUSTED  
 FD0797  ___________________________________________________________________
 FD0797  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0797  DYNAMIC HT  -         300.477 (meters)     985.82  (feet)  COMP
 FD0797  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 FD0797
 FD0797  VERT ORDER  -  SECOND    CLASS 0
 FD0797
 FD0797.The horizontal coordinates were scaled from a topographic map and have
 FD0797.an estimated accuracy of +/- 6 seconds.
 FD0797
 FD0797.The orthometric height was determined by differential leveling
 FD0797.and adjusted by the National Geodetic Survey in June 1991..
 FD0797
 FD0797.The geoid height was determined by GEOID03.
 FD0797
 FD0797.The dynamic height is computed by dividing the NAVD 88
 FD0797.geopotential number by the normal gravity value computed on the
 FD0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0797.degrees latitude (g = 980.6199 gals.).
 FD0797
 FD0797.The modeled gravity was interpolated from observed gravity values.
 FD0797
 FD0797;                    North         East    Units  Estimated Accuracy
 FD0797;SPC TN       -   108,420.      467,750.      MT  (+/- 180 meters Scaled)
 FD0797
 FD0797                          SUPERSEDED SURVEY CONTROL
 FD0797
 FD0797  NGVD 29 (??/??/92)  300.720  (m)          986.61   (f) ADJ UNCH    2 0
 FD0797
 FD0797.Superseded values are not recommended for survey control.
 FD0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0797.See file dsdata.txt to determine how the superseded data were derived.
 FD0797
 FD0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE587065(NAD 83)
 FD0797_MARKER: DD = SURVEY DISK
 FD0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0797_STAMPING: DEER RM 1 1962
 FD0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0797+STABILITY: SURFACE MOTION
 FD0797
 FD0797  HISTORY     - Date     Condition        Report By
 FD0797  HISTORY     - 1962     MONUMENTED       TNHD
 FD0797
 FD0797                          STATION DESCRIPTION
 FD0797
 FD0797'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0797'10 MI W FROM LAWRENCEBURG.
 FD0797'THIS MARK IS LOCATED AT THE DEER 1962 STATION SITE, 26 FEET
 FD0797'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 4.7 FEET SOUTH OF
 FD0797'A WIRE FENCE AND 84 FEET EAST OF THE STATION.  THE MARK IS A
 FD0797'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FD0797'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1121 ***********************************************************************
 GD1121  DESIGNATION -  DEER RM 2
 GD1121  PID         -  GD1121
 GD1121  STATE/COUNTY-  TN/DYER
 GD1121  USGS QUAD   -  DYERSBURG (1983)
 GD1121
 GD1121                         *CURRENT SURVEY CONTROL
 GD1121  ___________________________________________________________________
 GD1121* NAD 83(1986)-  36 00 12.     (N)    089 24 24.     (W)     SCALED    
 GD1121* NAVD 88     -       102.733  (meters)     337.05   (feet)  ADJUSTED  
 GD1121  ___________________________________________________________________
 GD1121  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1121  DYNAMIC HT  -         102.646 (meters)     336.76  (feet)  COMP
 GD1121  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 GD1121
 GD1121  VERT ORDER  -  FIRST     CLASS I
 GD1121
 GD1121.This mark is at Dyersburg Airport (DYR)
 GD1121
 GD1121.The horizontal coordinates were scaled from a topographic map and have
 GD1121.an estimated accuracy of +/- 6 seconds.
 GD1121
 GD1121.The orthometric height was determined by differential leveling
 GD1121.and adjusted by the National Geodetic Survey in June 1991..
 GD1121
 GD1121.The geoid height was determined by GEOID03.
 GD1121
 GD1121.The dynamic height is computed by dividing the NAVD 88
 GD1121.geopotential number by the normal gravity value computed on the
 GD1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1121.degrees latitude (g = 980.6199 gals.).
 GD1121
 GD1121.The modeled gravity was interpolated from observed gravity values.
 GD1121
 GD1121;                    North         East    Units  Estimated Accuracy
 GD1121;SPC TN       -   190,630.      292,930.      MT  (+/- 180 meters Scaled)
 GD1121
 GD1121                          SUPERSEDED SURVEY CONTROL
 GD1121
 GD1121  NGVD 29 (??/??/??)  102.666  (m)          336.83   (f) ADJUSTED    1 1
 GD1121
 GD1121.Superseded values are not recommended for survey control.
 GD1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1121.See file dsdata.txt to determine how the superseded data were derived.
 GD1121
 GD1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE830869(NAD 83)
 GD1121_MARKER: DR = REFERENCE MARK DISK
 GD1121_SETTING: 0 = UNSPECIFIED SETTING
 GD1121_STAMPING: DEER NO 2 1959
 GD1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1121
 GD1121  HISTORY     - Date     Condition        Report By
 GD1121  HISTORY     - 1959     MONUMENTED       CGS
 GD1121  HISTORY     - 1974     GOOD             NGS
 GD1121  HISTORY     - 20020419 MARK NOT FOUND   USACE
 GD1121
 GD1121                          STATION DESCRIPTION
 GD1121
 GD1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1121'3 MI S FROM DYERSBURG.
 GD1121'ABOUT 2.20 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE
 GD1121'AT DYERSBURG, 0.3 MILE WEST TO DYERSBURG AIRPORT, THENCE 0.45
 GD1121'MILE NORTHWEST OF THE AIRPORT PASSENGER TERMINAL, ABOUT 0.3 MILE
 GD1121'NORTH-NORTHWEST OF THE INTERSECTION OF RUNWAYS 22 AND 16, ABOUT
 GD1121'0.15 MILE SOUTH-SOUTHEAST OF THE NORTHWEST END OF RUNWAY 16
 GD1121'(NORTH-SOUTH RUNWAY), AT THE DYERSBURG MUNICIPAL AIRPORT, 40.5 FEET
 GD1121'SOUTH OF RM 1, 34.3 FEET SOUTHEAST OF DEER, 1.9 FEET EAST OF THE
 GD1121'WEST EDGE OF CONCRETE RUNWAY 16.
 GD1121
 GD1121                          STATION RECOVERY (2002)
 GD1121
 GD1121'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1121'DIRT WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0600 ***********************************************************************
 FE0600  CBN         -  This is a Cooperative Base Network Control Station.
 FE0600  DESIGNATION -  DEER RM 2
 FE0600  PID         -  FE0600
 FE0600  STATE/COUNTY-  TN/MADISON
 FE0600  USGS QUAD   -  ADAIR (1979)
 FE0600
 FE0600                         *CURRENT SURVEY CONTROL
 FE0600  ___________________________________________________________________
 FE0600* NAD 83(1995)-  35 37 57.59312(N)    088 57 07.74558(W)     ADJUSTED  
 FE0600* NAVD 88     -       117.211  (meters)     384.55   (feet)  ADJUSTED  
 FE0600  ___________________________________________________________________
 FE0600  X           -      94,910.110 (meters)                     COMP
 FE0600  Y           -  -5,189,054.267 (meters)                     COMP
 FE0600  Z           -   3,695,193.138 (meters)                     COMP
 FE0600  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FE0600  ELLIP HEIGHT-          89.03  (meters)          (08/03/04) GPS OBS
 FE0600  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0600  DYNAMIC HT  -         117.106 (meters)     384.21  (feet)  COMP
 FE0600  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 FE0600
 FE0600  HORZ ORDER  -  A
 FE0600  VERT ORDER  -  SECOND    CLASS 0
 FE0600  ELLP ORDER  -  FOURTH    CLASS I
 FE0600
 FE0600.The horizontal coordinates were established by GPS observations
 FE0600.and adjusted by the National Geodetic Survey in August 2004..
 FE0600
 FE0600.The orthometric height was determined by differential leveling
 FE0600.and adjusted by the National Geodetic Survey in June 1991..
 FE0600
 FE0600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0600
 FE0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0600
 FE0600.The ellipsoidal height was determined by GPS observations
 FE0600.and is referenced to NAD 83.
 FE0600
 FE0600.The geoid height was determined by GEOID03.
 FE0600
 FE0600.The dynamic height is computed by dividing the NAVD 88
 FE0600.geopotential number by the normal gravity value computed on the
 FE0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0600.degrees latitude (g = 980.6199 gals.).
 FE0600
 FE0600.The modeled gravity was interpolated from observed gravity values.
 FE0600
 FE0600;                    North         East     Units Scale Factor Converg.
 FE0600;SPC TN       -   148,192.183   332,646.914   MT  0.99995455   -1 43 41.9
 FE0600;SPC TN       -   486,193.85  1,091,359.08   sFT  0.99995455   -1 43 41.9
 FE0600;UTM  16      - 3,944,961.618   323,233.827   MT  0.99998505   -1 08 15.3
 FE0600
 FE0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0600!SPC TN       -   0.99998603  x   0.99995455  =   0.99994058
 FE0600!UTM  16      -   0.99998603  x   0.99998505  =   0.99997108
 FE0600
 FE0600                          SUPERSEDED SURVEY CONTROL
 FE0600
 FE0600  NAVD 88 (08/03/04)  117.21   (m)          384.5    (f) LEVELING    3  
 FE0600  NGVD 29 (??/??/??)  117.239  (m)          384.64   (f) ADJUSTED    2 0
 FE0600
 FE0600.Superseded values are not recommended for survey control.
 FE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0600.See file dsdata.txt to determine how the superseded data were derived.
 FE0600
 FE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2323444962(NAD 83)
 FE0600_MARKER: DR = REFERENCE MARK DISK
 FE0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0600_STAMPING: DEER NO 2 1959
 FE0600_MARK LOGO: NONE  
 FE0600_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0600+STABILITY: SURFACE MOTION
 FE0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0600+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE0600
 FE0600  HISTORY     - Date     Condition        Report By
 FE0600  HISTORY     - 1959     MONUMENTED       CGS
 FE0600  HISTORY     - 1959     GOOD             CGS
 FE0600  HISTORY     - 20020603 GOOD             USACE
 FE0600  HISTORY     - 20031010 GOOD             TNDT
 FE0600
 FE0600                          STATION DESCRIPTION
 FE0600
 FE0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0600'17.3 MI E FROM BROWNSVILLE.
 FE0600'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0600'BROWNSVILLE, THENCE 7.6 MILES NORTH-NORTHEAST ALONG INTERSTATE
 FE0600'HIGHWAY 40.  THE MARK IS 44.4 FEET WEST-SOUTHWEST OF STATION
 FE0600'DEER 1959, 3 FEET SOUTH OF A POWERLINE POLE (NUMBER 184), AND 2
 FE0600'FEET SOUTH OF A RIGHT-OF-WAY FENCE.  THE DISK IS SET IN A 10
 FE0600'INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND.
 FE0600
 FE0600                          STATION RECOVERY (2002)
 FE0600
 FE0600'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0600'RECOVERED IN GOOD CONDITION.
 FE0600
 FE0600                          STATION RECOVERY (2003)
 FE0600
 FE0600'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE0600'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0795 ***********************************************************************
 FD0795  DESIGNATION -  DEER RM 2
 FD0795  PID         -  FD0795
 FD0795  STATE/COUNTY-  TN/LAWRENCE
 FD0795  USGS QUAD   -  DEERFIELD (1976)
 FD0795
 FD0795                         *CURRENT SURVEY CONTROL
 FD0795  ___________________________________________________________________
 FD0795* NAD 83(1986)-  35 18 06.     (N)    087 27 15.     (W)     SCALED    
 FD0795* NAVD 88     -       301.045  (meters)     987.68   (feet)  ADJUSTED  
 FD0795  ___________________________________________________________________
 FD0795  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FD0795  DYNAMIC HT  -         300.759 (meters)     986.74  (feet)  COMP
 FD0795  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 FD0795
 FD0795  VERT ORDER  -  SECOND    CLASS 0
 FD0795
 FD0795.The horizontal coordinates were scaled from a topographic map and have
 FD0795.an estimated accuracy of +/- 6 seconds.
 FD0795
 FD0795.The orthometric height was determined by differential leveling
 FD0795.and adjusted by the National Geodetic Survey in June 1991..
 FD0795
 FD0795.The geoid height was determined by GEOID03.
 FD0795
 FD0795.The dynamic height is computed by dividing the NAVD 88
 FD0795.geopotential number by the normal gravity value computed on the
 FD0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0795.degrees latitude (g = 980.6199 gals.).
 FD0795
 FD0795.The modeled gravity was interpolated from observed gravity values.
 FD0795
 FD0795;                    North         East    Units  Estimated Accuracy
 FD0795;SPC TN       -   108,420.      467,750.      MT  (+/- 180 meters Scaled)
 FD0795
 FD0795                          SUPERSEDED SURVEY CONTROL
 FD0795
 FD0795  NGVD 29 (??/??/92)  301.002  (m)          987.54   (f) ADJ UNCH    2 0
 FD0795
 FD0795.Superseded values are not recommended for survey control.
 FD0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0795.See file dsdata.txt to determine how the superseded data were derived.
 FD0795
 FD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE587065(NAD 83)
 FD0795_MARKER: DD = SURVEY DISK
 FD0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0795_STAMPING: DEER RM 2 1962
 FD0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0795+STABILITY: SURFACE MOTION
 FD0795
 FD0795  HISTORY     - Date     Condition        Report By
 FD0795  HISTORY     - 1962     MONUMENTED       TNHD
 FD0795
 FD0795                          STATION DESCRIPTION
 FD0795
 FD0795'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0795'10 MI W FROM LAWRENCEBURG.
 FD0795'THIS MARK IS LOCATED AT THE DEER 1962 STATION SITE, 23 FEET
 FD0795'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 9 FEET SOUTH OF A
 FD0795'FENCE, 85 FEET WEST OF THE STATION, AND IS ACROSS THE HIGHWAY
 FD0795'FROM THE HOME OF DON L. KENT.  THE MARK IS A STANDARD TENNESSEE
 FD0795'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FD0795'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0342 ***********************************************************************
 GA0342  DESIGNATION -  DEFRIECE
 GA0342  PID         -  GA0342
 GA0342  STATE/COUNTY-  TN/SULLIVAN
 GA0342  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0342
 GA0342                         *CURRENT SURVEY CONTROL
 GA0342  ___________________________________________________________________
 GA0342* NAD 83(1995)-  36 34 20.60386(N)    082 17 26.93352(W)     ADJUSTED  
 GA0342* NAVD 88     -       565.501  (meters)    1855.31   (feet)  ADJUSTED  
 GA0342  ___________________________________________________________________
 GA0342  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 GA0342  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0342  DYNAMIC HT  -         564.977 (meters)    1853.60  (feet)  COMP
 GA0342  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA0342
 GA0342  HORZ ORDER  -  SECOND
 GA0342  VERT ORDER  -  SECOND    CLASS 0
 GA0342
 GA0342.The horizontal coordinates were established by classical geodetic methods
 GA0342.and adjusted by the National Geodetic Survey in April 1999..
 GA0342
 GA0342.The orthometric height was determined by differential leveling
 GA0342.and adjusted by the National Geodetic Survey in June 1991..
 GA0342
 GA0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0342
 GA0342.The geoid height was determined by GEOID03.
 GA0342
 GA0342.The dynamic height is computed by dividing the NAVD 88
 GA0342.geopotential number by the normal gravity value computed on the
 GA0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0342.degrees latitude (g = 980.6199 gals.).
 GA0342
 GA0342.The modeled gravity was interpolated from observed gravity values.
 GA0342
 GA0342;                    North         East     Units Scale Factor Converg.
 GA0342;SPC TN       -   254,720.100   931,931.306   MT  1.00003133   +2 10 17.4
 GA0342;SPC TN       -   835,694.19  3,057,511.29   sFT  1.00003133   +2 10 17.4
 GA0342;SPC VA S     - 1,033,341.298 3,160,770.425   MT  1.00004094   -2 18 02.7
 GA0342;SPC VA S     - 3,390,220.58 10,369,960.97   sFT  1.00004094   -2 18 02.7
 GA0342;UTM  17      - 4,048,213.161   384,505.572   MT  0.99976434   -0 46 09.1
 GA0342
 GA0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0342!SPC TN       -   0.99991617  x   1.00003133  =   0.99994749
 GA0342!SPC VA S     -   0.99991617  x   1.00004094  =   0.99995710
 GA0342!UTM  17      -   0.99991617  x   0.99976434  =   0.99968053
 GA0342
 GA0342:                Primary Azimuth Mark                     Grid Az
 GA0342:SPC TN       -  DEFRIECE AZ MK                           214 16 39.1
 GA0342:SPC VA S     -  DEFRIECE AZ MK                           218 44 59.2
 GA0342:UTM  17      -  DEFRIECE AZ MK                           217 13 05.6
 GA0342
 GA0342|---------------------------------------------------------------------|
 GA0342| PID    Reference Object                     Distance      Geod. Az  |
 GA0342|                                                           dddmmss.s |
 GA0342| GA0340 DEFRIECE AZ MK                                     2162656.5 |
 GA0342| GA0341 DEFRIECE RM 2                        16.111 METERS 27259     |
 GA0342| GA0343 DEFRIECE RM 1                        12.978 METERS 35352     |
 GA0342|---------------------------------------------------------------------|
 GA0342
 GA0342                          SUPERSEDED SURVEY CONTROL
 GA0342
 GA0342  NAD 83(1995)-  36 34 20.60527(N)    082 17 26.93378(W) AD(       ) 2
 GA0342  NAD 83(1995)-  36 34 20.60804(N)    082 17 26.94170(W) AD(       ) 2
 GA0342  NAD 83(1995)-  36 34 20.61625(N)    082 17 26.93924(W) AD(       ) 2
 GA0342  NAD 83(1986)-  36 34 20.61691(N)    082 17 26.94020(W) AD(       ) 2
 GA0342  NAD 27      -  36 34 20.23008(N)    082 17 27.44993(W) AD(       ) 2
 GA0342  NGVD 29 (??/??/92)  565.639  (m)         1855.77   (f) ADJ UNCH    2 0
 GA0342
 GA0342.Superseded values are not recommended for survey control.
 GA0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0342.See file dsdata.txt to determine how the superseded data were derived.
 GA0342
 GA0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8450648213(NAD 83)
 GA0342_MARKER: DE = TRAVERSE STATION DISK
 GA0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0342_STAMPING: DEFRIECE 1961
 GA0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0342+STABILITY: SURFACE MOTION
 GA0342
 GA0342  HISTORY     - Date     Condition        Report By
 GA0342  HISTORY     - 1961     MONUMENTED       CGS
 GA0342  HISTORY     - 1961     GOOD             CGS
 GA0342  HISTORY     - 1963     GOOD             CGS
 GA0342
 GA0342                          STATION DESCRIPTION
 GA0342
 GA0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0342'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF BRISTOL, AND ABOUT
 GA0342'3 MILES NORTHEAST OF
 GA0342'BLOUNTVILLE, IN FRONT OF OLD BARN, ON PROPERTY OWNED BY
 GA0342'MR.  W.  M.  DEFRIECE.
 GA0342'
 GA0342'THE STATION IS REACHED FROM THE POST OFFICE IN BLOUNTVILLE, GO NORTH
 GA0342'ON BLACKTOP ROAD FOR
 GA0342'2.0 MILES TO A CROSSROADS AND CHURCH, TURN RIGHT ON
 GA0342'GRAVELED ROAD AND GO 0.65 MILE TO A
 GA0342'RIGHT FORK, TAKE THE RIGHT FORK
 GA0342'AND GO 1.1 MILE TO A SIDE ROAD RIGHT, CONTINUE
 GA0342'STRAIGHT AHEAD FOR 0.2
 GA0342'MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.65 MILE
 GA0342'TO A T-ROAD, TURN
 GA0342'LEFT AND GO 0.2 MILE TO AZIMUTH MARK ON THE LEFT,
 GA0342'CONTINUE STRAIGHT AHEAD FOR 0.3
 GA0342'MILE TO SIDE ROAD LEFT, TURN LEFT AND
 GA0342'GO 0.1 MILE TO STATION ON RIGHT IN BARN LOT.
 GA0342'
 GA0342'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DEFRIECE 1961,
 GA0342'SET IN A SQUARE CONCRETE
 GA0342'MONUMENT WHICH IS FLUSH.  IT IS 59.7 FEET WEST OF THE
 GA0342'SOUTHEAST CORNER OF BARN, 50.5
 GA0342'FEET EAST OF A WITNESS POST AND SIGN,
 GA0342'45.6 FEET NORTH OF A EAST WEST FENCE LINE, AND
 GA0342'37.8 FEET EAST OF
 GA0342'CENTER OF FARM LANE, AND 22.3 FEET EAST OF A NORTH SOUTH FENCE
 GA0342'LINE.
 GA0342'
 GA0342'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DEFRIECE NO. 1 1961,
 GA0342'SET IN A SQUARE CONCRETE
 GA0342'MONUMENT WHICH IS FLUSH, 73.9 FEET WEST OF THE
 GA0342'NORTHWEST CORNER OF BARN, 22 FEET
 GA0342'EAST OF A FENCE CORNER, AND 1 FOOT
 GA0342'SOUTH OF A FENCE LINE.
 GA0342'
 GA0342'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DEFRIECE NO. 2 1961,
 GA0342'SET IN A SQUARE CONCRETE
 GA0342'MONUMENT WHICH PROJECTS 5 INCHES, 10.5 FEET SOUTHWEST
 GA0342'OF CENTER OF FARM LANE, 2.7 FEET
 GA0342'NORTHWEST OF WITNESS POST AND SIGN,
 GA0342'AND 1 FOOT EAST OF A FENCE LINE.
 GA0342'
 GA0342'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DEFRIECE 1961, SET IN A
 GA0342'SQUARE CONCRETE MONUMENT
 GA0342'WHICH PROJECTS 3 INCHES, 27 FEET NORTHEAST OF
 GA0342'CENTER OF A T-ROAD, 6.6 FEET NORTH
 GA0342'OF A POWER LINE POLE, 1.5 FEET
 GA0342'EAST OF A NORTH SOUTH FENCE LINE, AND 1.4 FEET
 GA0342'NORTHWEST OF A WITNESS
 GA0342'POST AND SIGN.
 GA0342
 GA0342                          STATION RECOVERY (1961)
 GA0342
 GA0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0342'4.3 MI SW FROM BRISTOL.
 GA0342'FROM THE POINT WHERE U.S. HIGHWAY 11W CROSSES OVER INTERSTATE
 GA0342'HIGHWAY 81 IN WEST BRISTOL, GO 0.2 MILE WEST ON U.S. HIGHWAY 11W
 GA0342'TO A SIDE ROAD LEFT, TURN LEFT AND GO 2.2 MILES SOUTHWEST ON A
 GA0342'PAVED ROAD TO A CROSSROAD, TURN RIGHT AND GO 0.1 MILE TO THE
 GA0342'CREST OF A SMALL HILL AND THE STATION.  THE STATION MARK IS 59.7
 GA0342'FT. WEST OF THE SOUTHEAST CORNER OF A BARN, 50.5 FT. EAST OF A
 GA0342'WITNESS SIGN, 45.6 FT. NORTH OF A FENCE, 37.8 FT. EAST OF THE CENTER
 GA0342'OF A FARM LANE, AND 22.3 FT. EAST OF A FENCE.  THE DISK IS SET
 GA0342'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GA0342
 GA0342                          STATION RECOVERY (1963)
 GA0342
 GA0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 GA0342'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 GA0342'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0340 ***********************************************************************
 GA0340  DESIGNATION -  DEFRIECE AZ MK
 GA0340  PID         -  GA0340
 GA0340  STATE/COUNTY-  TN/SULLIVAN
 GA0340  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0340
 GA0340                         *CURRENT SURVEY CONTROL
 GA0340  ___________________________________________________________________
 GA0340* NAD 83(1986)-  36 34 08.     (N)    082 17 38.     (W)     SCALED    
 GA0340* NAVD 88     -       552.736  (meters)    1813.43   (feet)  ADJUSTED  
 GA0340  ___________________________________________________________________
 GA0340  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0340  DYNAMIC HT  -         552.224 (meters)    1811.75  (feet)  COMP
 GA0340  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 GA0340
 GA0340  VERT ORDER  -  SECOND    CLASS 0
 GA0340
 GA0340.The horizontal coordinates were scaled from a topographic map and have
 GA0340.an estimated accuracy of +/- 6 seconds.
 GA0340
 GA0340.The orthometric height was determined by differential leveling
 GA0340.and adjusted by the National Geodetic Survey in June 1991..
 GA0340
 GA0340.The geoid height was determined by GEOID03.
 GA0340
 GA0340.The dynamic height is computed by dividing the NAVD 88
 GA0340.geopotential number by the normal gravity value computed on the
 GA0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0340.degrees latitude (g = 980.6199 gals.).
 GA0340
 GA0340.The modeled gravity was interpolated from observed gravity values.
 GA0340
 GA0340;                    North         East    Units  Estimated Accuracy
 GA0340;SPC TN       -   254,320.      931,670.      MT  (+/- 180 meters Scaled)
 GA0340
 GA0340                          SUPERSEDED SURVEY CONTROL
 GA0340
 GA0340  NGVD 29 (??/??/92)  552.875  (m)         1813.89   (f) ADJ UNCH    2 0
 GA0340
 GA0340.Superseded values are not recommended for survey control.
 GA0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0340.See file dsdata.txt to determine how the superseded data were derived.
 GA0340
 GA0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA842478(NAD 83)
 GA0340_MARKER: DZ = AZIMUTH MARK DISK
 GA0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0340_STAMPING: DEFRIECE 1961
 GA0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0340+STABILITY: SURFACE MOTION
 GA0340
 GA0340  HISTORY     - Date     Condition        Report By
 GA0340  HISTORY     - 1961     MONUMENTED       CGS
 GA0340
 GA0340                          STATION DESCRIPTION
 GA0340
 GA0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0340'4.5 MI SW FROM BRISTOL.
 GA0340'FROM THE POINT WHERE U.S. HIGHWAY 11W PASSES OVER INTERSTATE
 GA0340'HIGHWAY 81 IN WEST BRISTOL, GO 0.2 MILE WEST ON U.S. HIGHWAY
 GA0340'11W TO A SIDE ROAD LEFT, TURN LEFT AND GO 2.5 MILES SOUTHWEST
 GA0340'ON A PAVED ROAD TO THE T JUNCTION OF A ROAD LEADING SOUTH.
 GA0340'THE AZIMUTH MARK IS 27 FT. NORTHEAST OF THE CENTER OF THE
 GA0340'T JUNCTION, 6.6 FT. NORTH OF A POWER LINE POLE, 1.5 FT. EAST
 GA0340'OF A NORTH-SOUTH FENCE, AND 1.4 FT. NORTHWEST OF A WITNESS
 GA0340'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA0340'3 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0343 ***********************************************************************
 GA0343  DESIGNATION -  DEFRIECE RM 1
 GA0343  PID         -  GA0343
 GA0343  STATE/COUNTY-  TN/SULLIVAN
 GA0343  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0343
 GA0343                         *CURRENT SURVEY CONTROL
 GA0343  ___________________________________________________________________
 GA0343* NAD 83(1986)-  36 34 20.     (N)    082 17 26.     (W)     SCALED    
 GA0343* NAVD 88     -       566.436  (meters)    1858.38   (feet)  ADJUSTED  
 GA0343  ___________________________________________________________________
 GA0343  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0343  DYNAMIC HT  -         565.911 (meters)    1856.66  (feet)  COMP
 GA0343  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA0343
 GA0343  VERT ORDER  -  SECOND    CLASS 0
 GA0343
 GA0343.The horizontal coordinates were scaled from a topographic map and have
 GA0343.an estimated accuracy of +/- 6 seconds.
 GA0343
 GA0343.The orthometric height was determined by differential leveling
 GA0343.and adjusted by the National Geodetic Survey in June 1991..
 GA0343
 GA0343.The geoid height was determined by GEOID03.
 GA0343
 GA0343.The dynamic height is computed by dividing the NAVD 88
 GA0343.geopotential number by the normal gravity value computed on the
 GA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0343.degrees latitude (g = 980.6199 gals.).
 GA0343
 GA0343.The modeled gravity was interpolated from observed gravity values.
 GA0343
 GA0343;                    North         East    Units  Estimated Accuracy
 GA0343;SPC TN       -   254,700.      931,960.      MT  (+/- 180 meters Scaled)
 GA0343
 GA0343                          SUPERSEDED SURVEY CONTROL
 GA0343
 GA0343  NGVD 29 (??/??/92)  566.575  (m)         1858.84   (f) ADJ UNCH    2 0
 GA0343
 GA0343.Superseded values are not recommended for survey control.
 GA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0343.See file dsdata.txt to determine how the superseded data were derived.
 GA0343
 GA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA845481(NAD 83)
 GA0343_MARKER: DR = REFERENCE MARK DISK
 GA0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0343_STAMPING: DEFRIECE NO 1 1961
 GA0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0343+STABILITY: SURFACE MOTION
 GA0343
 GA0343  HISTORY     - Date     Condition        Report By
 GA0343  HISTORY     - 1961     MONUMENTED       CGS
 GA0343
 GA0343                          STATION DESCRIPTION
 GA0343
 GA0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0343'4.3 MI SW FROM BRISTOL.
 GA0343'THIS MARK IS LOCATED AT THE DEFRIECE 1961 STATION SITE, 42.6 FT.
 GA0343'NORTH OF THE STATION MARK, 74 FT. WEST OF THE NORTHWEST CORNER
 GA0343'OF BARN, 22 FT. EAST OF A FENCE CORNER, AND 1 FT. SOUTH OF FENCE.
 GA0343'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0341 ***********************************************************************
 GA0341  DESIGNATION -  DEFRIECE RM 2
 GA0341  PID         -  GA0341
 GA0341  STATE/COUNTY-  TN/SULLIVAN
 GA0341  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0341
 GA0341                         *CURRENT SURVEY CONTROL
 GA0341  ___________________________________________________________________
 GA0341* NAD 83(1986)-  36 34 20.     (N)    082 17 26.     (W)     SCALED    
 GA0341* NAVD 88     -       566.413  (meters)    1858.31   (feet)  ADJUSTED  
 GA0341  ___________________________________________________________________
 GA0341  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0341  DYNAMIC HT  -         565.889 (meters)    1856.59  (feet)  COMP
 GA0341  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 GA0341
 GA0341  VERT ORDER  -  SECOND    CLASS 0
 GA0341
 GA0341.The horizontal coordinates were scaled from a topographic map and have
 GA0341.an estimated accuracy of +/- 6 seconds.
 GA0341
 GA0341.The orthometric height was determined by differential leveling
 GA0341.and adjusted by the National Geodetic Survey in June 1991..
 GA0341
 GA0341.The geoid height was determined by GEOID03.
 GA0341
 GA0341.The dynamic height is computed by dividing the NAVD 88
 GA0341.geopotential number by the normal gravity value computed on the
 GA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0341.degrees latitude (g = 980.6199 gals.).
 GA0341
 GA0341.The modeled gravity was interpolated from observed gravity values.
 GA0341
 GA0341;                    North         East    Units  Estimated Accuracy
 GA0341;SPC TN       -   254,700.      931,960.      MT  (+/- 180 meters Scaled)
 GA0341
 GA0341                          SUPERSEDED SURVEY CONTROL
 GA0341
 GA0341  NGVD 29 (??/??/92)  566.552  (m)         1858.76   (f) ADJ UNCH    2 0
 GA0341
 GA0341.Superseded values are not recommended for survey control.
 GA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0341.See file dsdata.txt to determine how the superseded data were derived.
 GA0341
 GA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA845481(NAD 83)
 GA0341_MARKER: DR = REFERENCE MARK DISK
 GA0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0341_STAMPING: DEFRIECE NO 2 1961
 GA0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0341+STABILITY: SURFACE MOTION
 GA0341
 GA0341  HISTORY     - Date     Condition        Report By
 GA0341  HISTORY     - 1961     MONUMENTED       CGS
 GA0341
 GA0341                          STATION DESCRIPTION
 GA0341
 GA0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0341'4.3 MI SW FROM BRISTOL.
 GA0341'THIS MARK IS LOCATED AT THE DEFRIECE 1961 STATION SITE, 53 FT.
 GA0341'WEST OF THE STATION MARK, 10.5 FT. SOUTHWEST OF THE CENTER OF
 GA0341'FARM LANE, 2.7 FT. NORTHWEST OF A WITNESS SIGN, AND 1 FT. SOUTH
 GA0341'OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA0341'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2344 ***********************************************************************
 GA2344  DESIGNATION -  DELLA
 GA2344  PID         -  GA2344
 GA2344  STATE/COUNTY-  TN/CLAIBORNE
 GA2344  USGS QUAD   -  AUSMUS (1980)
 GA2344
 GA2344                         *CURRENT SURVEY CONTROL
 GA2344  ___________________________________________________________________
 GA2344* NAD 83(1995)-  36 27 35.14609(N)    083 52 03.99162(W)     ADJUSTED  
 GA2344* NAVD 88     -       359.324  (meters)    1178.88   (feet)  ADJUSTED  
 GA2344  ___________________________________________________________________
 GA2344  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 GA2344  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2344  DYNAMIC HT  -         359.009 (meters)    1177.85  (feet)  COMP
 GA2344  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 GA2344
 GA2344  HORZ ORDER  -  SECOND
 GA2344  VERT ORDER  -  SECOND    CLASS 0
 GA2344
 GA2344.The horizontal coordinates were established by classical geodetic methods
 GA2344.and adjusted by the National Geodetic Survey in April 1999..
 GA2344
 GA2344.The orthometric height was determined by differential leveling
 GA2344.and adjusted by the National Geodetic Survey in June 1991..
 GA2344
 GA2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2344
 GA2344.The geoid height was determined by GEOID03.
 GA2344
 GA2344.The dynamic height is computed by dividing the NAVD 88
 GA2344.geopotential number by the normal gravity value computed on the
 GA2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2344.degrees latitude (g = 980.6199 gals.).
 GA2344
 GA2344.The modeled gravity was interpolated from observed gravity values.
 GA2344
 GA2344;                    North         East     Units Scale Factor Converg.
 GA2344;SPC TN       -   238,012.900   791,113.530   MT  1.00000793   +1 14 53.8
 GA2344;SPC TN       -   780,880.66  2,595,511.64   sFT  1.00000793   +1 14 53.8
 GA2344;UTM  17      - 4,038,768.602   243,011.006   MT  1.00041377   -1 42 18.5
 GA2344
 GA2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2344!SPC TN       -   0.99994836  x   1.00000793  =   0.99995629
 GA2344!UTM  17      -   0.99994836  x   1.00041377  =   1.00036211
 GA2344
 GA2344:                Primary Azimuth Mark                     Grid Az
 GA2344:SPC TN       -  DELLA AZ MK                              040 03 18.5
 GA2344:UTM  17      -  DELLA AZ MK                              043 00 30.8
 GA2344
 GA2344|---------------------------------------------------------------------|
 GA2344| PID    Reference Object                     Distance      Geod. Az  |
 GA2344|                                                           dddmmss.s |
 GA2344| GA2346 DELLA AZ MK                         APPROX. 1.2 KM 0411812.3 |
 GA2344| GA2345 DELLA RM 1                           10.821 METERS 17146     |
 GA2344| GA2343 DELLA RM 2                            8.243 METERS 30421     |
 GA2344|---------------------------------------------------------------------|
 GA2344
 GA2344                          SUPERSEDED SURVEY CONTROL
 GA2344
 GA2344  NAD 83(1995)-  36 27 35.14714(N)    083 52 03.99270(W) AD(       ) 2
 GA2344  NAD 83(1995)-  36 27 35.15207(N)    083 52 03.99171(W) AD(       ) 2
 GA2344  NAD 83(1995)-  36 27 35.15417(N)    083 52 03.99362(W) AD(       ) 2
 GA2344  NAD 83(1986)-  36 27 35.15663(N)    083 52 03.99230(W) AD(       ) 2
 GA2344  NAD 27      -  36 27 34.87201(N)    083 52 04.28680(W) AD(       ) 2
 GA2344  NGVD 29 (??/??/92)  359.472  (m)         1179.37   (f) ADJ UNCH    2 0
 GA2344
 GA2344.Superseded values are not recommended for survey control.
 GA2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2344.See file dsdata.txt to determine how the superseded data were derived.
 GA2344
 GA2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4301138769(NAD 83)
 GA2344_MARKER: DD = SURVEY DISK
 GA2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2344_STAMPING: DELLA 1964
 GA2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2344+STABILITY: SURFACE MOTION
 GA2344
 GA2344  HISTORY     - Date     Condition        Report By
 GA2344  HISTORY     - 1964     MONUMENTED       TNHD
 GA2344  HISTORY     - 1965     GOOD             TNHD
 GA2344
 GA2344                          STATION DESCRIPTION
 GA2344
 GA2344'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2344'THE STATION IS LOCATED ABOUT 20 MILES EAST OF LAFOLLETTE AND 2 MILES
 GA2344'EAST OF SPEEDWELL.
 GA2344'
 GA2344'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO EAST ON
 GA2344'STATE ROUTE 63 FOR 0.7 MILE
 GA2344'TO A DRIVE ON THE RIGHT*, TURN RIGHT AND GO 0.1 MILE
 GA2344'UPHILL TO THE STATION ON THE LEFT.
 GA2344'
 GA2344'THE STATION IS 14 FEET EAST OF A FENCE, 11 FEET NORTH OF A GATE POST,
 GA2344'10 FEET EAST OF A TRACK
 GA2344'ROAD AND 10.0 FEET NORTH OF A WITNESS POST.  THE
 GA2344'SURFACE AND UNDERGROUND MARKS ARE
 GA2344'STANDARD TENNESSEE HIGHWAY
 GA2344'DEPARTMENT DISKS AND THE DISKS ARE STAMPED DELLA
 GA2344'1964.  THE
 GA2344'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA2344'DISK IS SET IN A
 GA2344'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2344'
 GA2344'REFERENCE MARK NO. 1 IS 25.6 FEET SOUTH OF A WITNESS POST AND 1.3
 GA2344'FEET EAST OF A FENCE.  IT
 GA2344'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2344'10-INCH SQUARE, FLUSH, CONCRETE
 GA2344'MONUMENT AND THE DISK IS STAMPED
 GA2344'DELLA RM-1 1964.
 GA2344'
 GA2344'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE.  IT IS A STANDARD
 GA2344'TENNESSEE HIGHWAY
 GA2344'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2344'MONUMENT AND THE DISK IS
 GA2344'STAMPED DELLA RM-2 1964.
 GA2344'
 GA2344'THE AZIMUTH MARK IS 81 FEET NORTHWEST OF THE MAILBOX OF H. S. RAINS,
 GA2344'25 FEET NORTH OF THE
 GA2344'APPROXIMATE CENTER OF STATE ROUTE 63 AND 24 FEET EAST OF
 GA2344'A WITNESS POST.  IT IS A
 GA2344'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2344'SET IN A 12-INCH ROUND, FLUSH CONCRETE
 GA2344'MONUMENT AND THE DISK IS
 GA2344'STAMPED DELLA AZI 1964.
 GA2344'
 GA2344'TO REACH THE AZIMUTH MARK *, CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO
 GA2344'THE MARK ON THE RIGHT.
 GA2344'
 GA2344'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2344'
 GA2344'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2344
 GA2344                          STATION RECOVERY (1965)
 GA2344
 GA2344'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2344'0.7 MI E FROM SPEEDWELL.
 GA2344'FROM THE POST OFFICE IN SPEEDWELL, GO EAST ON STATE ROUTE 63
 GA2344'FOR 0.7 MILE TO A DRIVE ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE
 GA2344'UPHILL TO THE MARK ON THE LEFT, 14 FEET EAST OF A FENCE, 11 FEET
 GA2344'NORTH OF A GATE POST, 10 FEET EAST OF A TRACK ROAD AND 10.0 FEET
 GA2344'NORTH OF A WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2344'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2344'CONCRETE MONUMENT, STAMPED DELLA 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2346 ***********************************************************************
 GA2346  DESIGNATION -  DELLA AZ MK
 GA2346  PID         -  GA2346
 GA2346  STATE/COUNTY-  TN/CLAIBORNE
 GA2346  USGS QUAD   -  AUSMUS (1980)
 GA2346
 GA2346                         *CURRENT SURVEY CONTROL
 GA2346  ___________________________________________________________________
 GA2346* NAD 83(1995)-  36 28 04.44273(N)    083 51 32.12089(W)     ADJUSTED  
 GA2346* NAVD 88     -       345.653  (meters)    1134.03   (feet)  ADJUSTED  
 GA2346  ___________________________________________________________________
 GA2346  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 GA2346  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GA2346  DYNAMIC HT  -         345.349 (meters)    1133.03  (feet)  COMP
 GA2346  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 GA2346
 GA2346  HORZ ORDER  -  SECOND
 GA2346  VERT ORDER  -  SECOND    CLASS 0
 GA2346
 GA2346.The horizontal coordinates were established by classical geodetic methods
 GA2346.and adjusted by the National Geodetic Survey in April 1999..
 GA2346
 GA2346.The orthometric height was determined by differential leveling
 GA2346.and adjusted by the National Geodetic Survey in June 1991..
 GA2346
 GA2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2346
 GA2346.The geoid height was determined by GEOID03.
 GA2346
 GA2346.The dynamic height is computed by dividing the NAVD 88
 GA2346.geopotential number by the normal gravity value computed on the
 GA2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2346.degrees latitude (g = 980.6199 gals.).
 GA2346
 GA2346.The modeled gravity was interpolated from observed gravity values.
 GA2346
 GA2346;                    North         East     Units Scale Factor Converg.
 GA2346;SPC TN       -   238,933.065   791,887.151   MT  1.00000949   +1 15 12.5
 GA2346;SPC TN       -   783,899.56  2,598,049.76   sFT  1.00000949   +1 15 12.5
 GA2346;UTM  17      - 4,039,648.037   243,831.342   MT  1.00040858   -1 42 00.7
 GA2346
 GA2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2346!SPC TN       -   0.99995051  x   1.00000949  =   0.99996000
 GA2346!UTM  17      -   0.99995051  x   1.00040858  =   1.00035907
 GA2346
 GA2346                          SUPERSEDED SURVEY CONTROL
 GA2346
 GA2346  NAD 83(1995)-  36 28 04.44379(N)    083 51 32.12198(W) AD(       ) 2
 GA2346  NAD 83(1995)-  36 28 04.44855(N)    083 51 32.12075(W) AD(       ) 2
 GA2346  NAD 83(1995)-  36 28 04.45092(N)    083 51 32.12281(W) AD(       ) 2
 GA2346  NAD 83(1986)-  36 28 04.45335(N)    083 51 32.12148(W) AD(       ) 2
 GA2346  NAD 27      -  36 28 04.16903(N)    083 51 32.41673(W) AD(       ) 2
 GA2346  NGVD 29 (??/??/??)  345.86   (m)         1134.7    (f) RESET       3  
 GA2346
 GA2346.Superseded values are not recommended for survey control.
 GA2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2346.See file dsdata.txt to determine how the superseded data were derived.
 GA2346
 GA2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4383139648(NAD 83)
 GA2346_MARKER: DD = SURVEY DISK
 GA2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2346_STAMPING: DELLA AZI 1964
 GA2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2346+STABILITY: SURFACE MOTION
 GA2346
 GA2346  HISTORY     - Date     Condition        Report By
 GA2346  HISTORY     - 1964     MONUMENTED       TNHD
 GA2346  HISTORY     - 1965     GOOD             TNHD
 GA2346
 GA2346                          STATION DESCRIPTION
 GA2346
 GA2346'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2346'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO EAST ON
 GA2346'STATE ROUTE 63 FOR 0.7 MILE
 GA2346'TO A DRIVE ON THE RIGHT,
 GA2346'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO
 GA2346'THE MARK ON THE RIGHT.
 GA2346'
 GA2346'THE AZIMUTH MARK IS 81 FEET NORTHWEST OF THE MAILBOX OF H. S. RAINS,
 GA2346'25 FEET NORTH OF THE
 GA2346'APPROXIMATE CENTER OF STATE ROUTE 63 AND 24 FEET EAST OF
 GA2346'A WITNESS POST.  IT IS A
 GA2346'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2346'SET IN A 12-INCH ROUND, FLUSH CONCRETE
 GA2346'MONUMENT AND THE DISK IS
 GA2346'STAMPED DELLA AZI 1964.
 GA2346
 GA2346                          STATION RECOVERY (1965)
 GA2346
 GA2346'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2346'1.5 MI E FROM SPEEDWELL.
 GA2346'FROM THE POST OFFICE IN SPEEDWELL, GO EAST ON STATE ROUTE 63 FOR
 GA2346'1.5 MILES TO THE MARK ON THE RIGHT, 81 FEET NORTHWEST OF THE
 GA2346'MAIL BOX OF H.S. RAINS, 25 FEET NORTH OF THE APPROXIMATE CENTER
 GA2346'OF STATE ROUTE 63 AND 24 FEET EAST OF A METAL WITNESS POST WITH
 GA2346'SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2346'IN A 12-INCH ROUND, FLUSH, CONCRETE MONUMENT, STAMPED DELLA AZI
 GA2346'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2345 ***********************************************************************
 GA2345  DESIGNATION -  DELLA RM 1
 GA2345  PID         -  GA2345
 GA2345  STATE/COUNTY-  TN/CLAIBORNE
 GA2345  USGS QUAD   -  AUSMUS (1980)
 GA2345
 GA2345                         *CURRENT SURVEY CONTROL
 GA2345  ___________________________________________________________________
 GA2345* NAD 83(1986)-  36 27 34.     (N)    083 52 05.     (W)     SCALED    
 GA2345* NAVD 88     -       360.740  (meters)    1183.53   (feet)  ADJUSTED  
 GA2345  ___________________________________________________________________
 GA2345  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2345  DYNAMIC HT  -         360.424 (meters)    1182.49  (feet)  COMP
 GA2345  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 GA2345
 GA2345  VERT ORDER  -  SECOND    CLASS 0
 GA2345
 GA2345.The horizontal coordinates were scaled from a topographic map and have
 GA2345.an estimated accuracy of +/- 6 seconds.
 GA2345
 GA2345.The orthometric height was determined by differential leveling
 GA2345.and adjusted by the National Geodetic Survey in June 1991..
 GA2345
 GA2345.The geoid height was determined by GEOID03.
 GA2345
 GA2345.The dynamic height is computed by dividing the NAVD 88
 GA2345.geopotential number by the normal gravity value computed on the
 GA2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2345.degrees latitude (g = 980.6199 gals.).
 GA2345
 GA2345.The modeled gravity was interpolated from observed gravity values.
 GA2345
 GA2345;                    North         East    Units  Estimated Accuracy
 GA2345;SPC TN       -   237,980.      791,090.      MT  (+/- 180 meters Scaled)
 GA2345
 GA2345                          SUPERSEDED SURVEY CONTROL
 GA2345
 GA2345  NGVD 29 (??/??/92)  360.888  (m)         1184.01   (f) ADJ UNCH    2 0
 GA2345
 GA2345.Superseded values are not recommended for survey control.
 GA2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2345.See file dsdata.txt to determine how the superseded data were derived.
 GA2345
 GA2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA429387(NAD 83)
 GA2345_MARKER: DD = SURVEY DISK
 GA2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2345_STAMPING: DELLA RM-1 1964
 GA2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2345+STABILITY: SURFACE MOTION
 GA2345
 GA2345  HISTORY     - Date     Condition        Report By
 GA2345  HISTORY     - 1964     MONUMENTED       TNHD
 GA2345  HISTORY     - 1965     GOOD             TNHD
 GA2345
 GA2345                          STATION DESCRIPTION
 GA2345
 GA2345'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2345'0.7 MI E FROM SPEEDWELL.
 GA2345'THIS MARK IS LOCATED AT THE DELLA 1964 STATION SITE, 25.6 FEET
 GA2345'SOUTH OF A METAL WITNESS POST WITH SIGN AND 1.3 FEET EAST OF A
 GA2345'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2345'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED DELLA
 GA2345'RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2343 ***********************************************************************
 GA2343  DESIGNATION -  DELLA RM 2
 GA2343  PID         -  GA2343
 GA2343  STATE/COUNTY-  TN/CLAIBORNE
 GA2343  USGS QUAD   -  AUSMUS (1980)
 GA2343
 GA2343                         *CURRENT SURVEY CONTROL
 GA2343  ___________________________________________________________________
 GA2343* NAD 83(1986)-  36 27 34.     (N)    083 52 05.     (W)     SCALED    
 GA2343* NAVD 88     -       357.772  (meters)    1173.79   (feet)  ADJUSTED  
 GA2343  ___________________________________________________________________
 GA2343  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2343  DYNAMIC HT  -         357.458 (meters)    1172.76  (feet)  COMP
 GA2343  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 GA2343
 GA2343  VERT ORDER  -  SECOND    CLASS 0
 GA2343
 GA2343.The horizontal coordinates were scaled from a topographic map and have
 GA2343.an estimated accuracy of +/- 6 seconds.
 GA2343
 GA2343.The orthometric height was determined by differential leveling
 GA2343.and adjusted by the National Geodetic Survey in June 1991..
 GA2343
 GA2343.The geoid height was determined by GEOID03.
 GA2343
 GA2343.The dynamic height is computed by dividing the NAVD 88
 GA2343.geopotential number by the normal gravity value computed on the
 GA2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2343.degrees latitude (g = 980.6199 gals.).
 GA2343
 GA2343.The modeled gravity was interpolated from observed gravity values.
 GA2343
 GA2343;                    North         East    Units  Estimated Accuracy
 GA2343;SPC TN       -   237,980.      791,090.      MT  (+/- 180 meters Scaled)
 GA2343
 GA2343                          SUPERSEDED SURVEY CONTROL
 GA2343
 GA2343  NGVD 29 (??/??/92)  357.920  (m)         1174.28   (f) ADJ UNCH    2 0
 GA2343
 GA2343.Superseded values are not recommended for survey control.
 GA2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2343.See file dsdata.txt to determine how the superseded data were derived.
 GA2343
 GA2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA429387(NAD 83)
 GA2343_MARKER: DD = SURVEY DISK
 GA2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2343_STAMPING: DELLA RM-2 1964
 GA2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2343+STABILITY: SURFACE MOTION
 GA2343
 GA2343  HISTORY     - Date     Condition        Report By
 GA2343  HISTORY     - 1964     MONUMENTED       TNHD
 GA2343  HISTORY     - 1965     GOOD             TNHD
 GA2343
 GA2343                          STATION DESCRIPTION
 GA2343
 GA2343'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2343'0.7 MI E FROM SPEEDWELL.
 GA2343'THIS MARK IS LOCATED AT THE DELLA 1964 STATION SITE, 1 FOOT
 GA2343'EAST OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2343'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2343'RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1704 ***********************************************************************
 GC1704  DESIGNATION -  DEN
 GC1704  PID         -  GC1704
 GC1704  STATE/COUNTY-  TN/HUMPHREYS
 GC1704  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1704
 GC1704                         *CURRENT SURVEY CONTROL
 GC1704  ___________________________________________________________________
 GC1704* NAD 83(1986)-  36 02 27.     (N)    087 55 41.     (W)     SCALED    
 GC1704* NAVD 88     -       178.846  (meters)     586.76   (feet)  ADJUSTED  
 GC1704  ___________________________________________________________________
 GC1704  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC1704  DYNAMIC HT  -         178.694 (meters)     586.27  (feet)  COMP
 GC1704  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 GC1704
 GC1704  VERT ORDER  -  SECOND    CLASS 0
 GC1704
 GC1704.The horizontal coordinates were scaled from a topographic map and have
 GC1704.an estimated accuracy of +/- 6 seconds.
 GC1704
 GC1704.The orthometric height was determined by differential leveling
 GC1704.and adjusted by the National Geodetic Survey in June 1991..
 GC1704
 GC1704.The geoid height was determined by GEOID03.
 GC1704
 GC1704.The dynamic height is computed by dividing the NAVD 88
 GC1704.geopotential number by the normal gravity value computed on the
 GC1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1704.degrees latitude (g = 980.6199 gals.).
 GC1704
 GC1704.The modeled gravity was interpolated from observed gravity values.
 GC1704
 GC1704;                    North         East    Units  Estimated Accuracy
 GC1704;SPC TN       -   191,160.      426,270.      MT  (+/- 180 meters Scaled)
 GC1704
 GC1704                          SUPERSEDED SURVEY CONTROL
 GC1704
 GC1704  NGVD 29 (??/??/??)  178.87   (m)          586.8    (f) RESET       3  
 GC1704
 GC1704.Superseded values are not recommended for survey control.
 GC1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1704.See file dsdata.txt to determine how the superseded data were derived.
 GC1704
 GC1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE163888(NAD 83)
 GC1704_MARKER: DD = SURVEY DISK
 GC1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1704_STAMPING: DEN 1961
 GC1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1704+STABILITY: SURFACE MOTION
 GC1704
 GC1704  HISTORY     - Date     Condition        Report By
 GC1704  HISTORY     - 1961     MONUMENTED       TNHD
 GC1704
 GC1704                          STATION DESCRIPTION
 GC1704
 GC1704'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1704'8 MI SW FROM WAVERLY.
 GC1704'FROM THE COURTHOUSE IN WAVERLY, GO SOUTHWEST ON U.S. HIGHWAY 70
 GC1704'FOR 8.4 MILES TO A TRACK ROAD RIGHT AT THE WEST END OF A 100
 GC1704'FOOT HIGHWAY CUT.  TURN RIGHT AND GO NORTHEASTERLY FOR 0.4 MILE
 GC1704'TO THE TOP OF THE HILL AND A FORK ROAD RIGHT, TURN RIGHT AND GO
 GC1704'0.1 MILE TO THE STATION.  THE STATION IS LOCATED 17 FEET
 GC1704'SOUTHEAST OF A 12 INCH BLAZED OAK TREE, 12 FEET NORTHEAST OF THE
 GC1704'EDGE OF A 100 FOOT HIGHWAY CUT, AND 12.1 FEET SOUTHEAST OF A
 GC1704'WITNESS POST.  THE MARK IS SET IN TOP OF A 10 INCH SQUARE,
 GC1704'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2630 ***********************************************************************
 GC2630  DESIGNATION -  DEN
 GC2630  PID         -  GC2630
 GC2630  STATE/COUNTY-  TN/HUMPHREYS
 GC2630  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2630
 GC2630                         *CURRENT SURVEY CONTROL
 GC2630  ___________________________________________________________________
 GC2630* NAD 83(1995)-  36 02 27.42921(N)    087 55 43.74053(W)     ADJUSTED  
 GC2630* NAVD 88     -       179.1    (meters)     588.     (feet)  VERTCON   
 GC2630  ___________________________________________________________________
 GC2630  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2630  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC2630
 GC2630  HORZ ORDER  -  SECOND
 GC2630
 GC2630.The horizontal coordinates were established by classical geodetic methods
 GC2630.and adjusted by the National Geodetic Survey in April 1999..
 GC2630
 GC2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2630
 GC2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2630
 GC2630.The geoid height was determined by GEOID03.
 GC2630
 GC2630;                    North         East     Units Scale Factor Converg.
 GC2630;SPC TN       -   191,172.018   426,199.814   MT  0.99995490   -1 07 45.1
 GC2630;SPC TN       -   627,203.53  1,398,290.56   sFT  0.99995490   -1 07 45.1
 GC2630;UTM  16      - 3,988,889.744   416,330.113   MT  0.99968626   -0 32 47.4
 GC2630
 GC2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2630!SPC TN       -   0.99997638  x   0.99995490  =   0.99993128
 GC2630!UTM  16      -   0.99997638  x   0.99968626  =   0.99966265
 GC2630
 GC2630|---------------------------------------------------------------------|
 GC2630| PID    Reference Object                     Distance      Geod. Az  |
 GC2630|                                                           dddmmss.s |
 GC2630| GC1706 DEN RM 1                             29.669 METERS 02109     |
 GC2630| GC2631 DEN AZ MK                           APPROX. 0.7 KM 2335920.0 |
 GC2630| GC1705 DEN RM 2                             19.349 METERS 30406     |
 GC2630|---------------------------------------------------------------------|
 GC2630
 GC2630                          SUPERSEDED SURVEY CONTROL
 GC2630
 GC2630  NAD 83(1995)-  36 02 27.43135(N)    087 55 43.74457(W) AD(       ) 2
 GC2630  NAD 83(1995)-  36 02 27.43093(N)    087 55 43.74716(W) AD(       ) 2
 GC2630  NAD 83(1986)-  36 02 27.43835(N)    087 55 43.74381(W) AD(       ) 2
 GC2630  NAD 27      -  36 02 27.21872(N)    087 55 43.64096(W) AD(       ) 2
 GC2630  NGVD 29 (07/19/86)  179.1    (m)          588.     (f) VERT ANG       
 GC2630
 GC2630.Superseded values are not recommended for survey control.
 GC2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2630.See file dsdata.txt to determine how the superseded data were derived.
 GC2630
 GC2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1633088890(NAD 83)
 GC2630_MARKER: DD = SURVEY DISK
 GC2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2630
 GC2630  HISTORY     - Date     Condition        Report By
 GC2630  HISTORY     - 1961     MONUMENTED       TNDT
 GC2630  HISTORY     - 1972     GOOD             LOCSUR
 GC2630
 GC2630                          STATION DESCRIPTION
 GC2630
 GC2630'DESCRIBED BY TN DEPT OF TRANSP 1961 (CEG)
 GC2630'THE STATION IS ABOUT 8 MILES SOUTHWEST OF WAVERLY.
 GC2630'
 GC2630'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC2630'COUNTY COURTHOUSE IN WAVERLY, GO 8.4 MILES SOUTHWEST ON
 GC2630'U.S. HIGHWAY 70 TO A TRACK ROAD RIGHT WHICH IS AT THE WEST END
 GC2630'OF THE BOTTOM OF ABOUT A 100 FOOT HIGHWAY CUT.  TURN RIGHT AND GO
 GC2630'NORTHEASTERLY 0.4 MILE TO THE TOP OF THE HILL TO A FORK ROAD
 GC2630'RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE STATION AS DESCRIBED.
 GC2630'
 GC2630'THE STATION IS 17 FEET SOUTHEAST OF A 12-INCH BLAZED OAK TREE,
 GC2630'12 FEET NORTHEAST OF THE EDGE OF THE 100 FOOT HIGHWAY CUT, AND 12.1
 GC2630'FEET SOUTHEAST OF A WITNESS POST.  SURFACE AND UNDERGROUND MARKS
 GC2630'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED DEN
 GC2630'1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GC2630'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 GC2630'FLUSH, CONCRETE MONUMENT.
 GC2630'
 GC2630'REFERENCE MARK NO. 1 IS 68 FEET NORTHWEST OF THE HIGHWAY CUT AND
 GC2630'21 FEET EAST OF A BLAZED OAK TREE.  THE MARK IS A STANDARD
 GC2630'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2630'CONCRETE MONUMENT AND THE DISK IS STAMPED DEN RM-1 1961.
 GC2630'
 GC2630'REFERENCE MARK NO. 2 IS 11 FEET SOUTH OF AN 8-INCH BLAZED
 GC2630'HICKORY TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2630'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 1-INCH
 GC2630'ABOVE THE SURFACE AND THE DISK IS STAMPED DEN RM-2 1961.
 GC2630'
 GC2630'THE AZIMUTH MARK IS 35 FEET SOUTHEAST OF U.S. HIGHWAY 70, 2 FEET
 GC2630'NORTHWEST OF A POWER POLE, AND 2.0 FEET NORTHWEST OF A WITNESS
 GC2630'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2630'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC2630'IS STAMPED DEN AZI 1961.
 GC2630'
 GC2630'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD AND U.S. HIGHWAY 70,
 GC2630'GO 0.2 MILE SOUTHWEST ON U.S. HIGHWAY 70 TO THE MARK ON THE LEFT AS
 GC2630'DESCRIBED.
 GC2630'
 GC2630'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 GC2630
 GC2630                          STATION RECOVERY (1972)
 GC2630
 GC2630'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2630'DESCRIPTION AS IN BULLETIN
 GC2630'
 GC2630'REF. MK. 1 - GOOD
 GC2630'
 GC2630'REF. MK. 2 - GOOD
 GC2630'
 GC2630'AZ. MK. - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1707 ***********************************************************************
 GC1707  DESIGNATION -  DEN AZ MK
 GC1707  PID         -  GC1707
 GC1707  STATE/COUNTY-  TN/HUMPHREYS
 GC1707  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1707
 GC1707                         *CURRENT SURVEY CONTROL
 GC1707  ___________________________________________________________________
 GC1707* NAD 83(1986)-  36 02 12.     (N)    087 56 10.     (W)     SCALED    
 GC1707* NAVD 88     -       149.172  (meters)     489.41   (feet)  ADJUSTED  
 GC1707  ___________________________________________________________________
 GC1707  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GC1707  DYNAMIC HT  -         149.045 (meters)     488.99  (feet)  COMP
 GC1707  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 GC1707
 GC1707  VERT ORDER  -  SECOND    CLASS 0
 GC1707
 GC1707.The horizontal coordinates were scaled from a topographic map and have
 GC1707.an estimated accuracy of +/- 6 seconds.
 GC1707
 GC1707.The orthometric height was determined by differential leveling
 GC1707.and adjusted by the National Geodetic Survey in June 1991..
 GC1707
 GC1707.The geoid height was determined by GEOID03.
 GC1707
 GC1707.The dynamic height is computed by dividing the NAVD 88
 GC1707.geopotential number by the normal gravity value computed on the
 GC1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1707.degrees latitude (g = 980.6199 gals.).
 GC1707
 GC1707.The modeled gravity was interpolated from observed gravity values.
 GC1707
 GC1707;                    North         East    Units  Estimated Accuracy
 GC1707;SPC TN       -   190,710.      425,530.      MT  (+/- 180 meters Scaled)
 GC1707
 GC1707                          SUPERSEDED SURVEY CONTROL
 GC1707
 GC1707  NGVD 29 (??/??/??)  149.22   (m)          489.6    (f) RESET       3  
 GC1707
 GC1707.Superseded values are not recommended for survey control.
 GC1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1707.See file dsdata.txt to determine how the superseded data were derived.
 GC1707
 GC1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE156884(NAD 83)
 GC1707_MARKER: DZ = AZIMUTH MARK DISK
 GC1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1707_STAMPING: DEN AZI 1961
 GC1707_MARK LOGO: TNHD  
 GC1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1707+STABILITY: SURFACE MOTION
 GC1707
 GC1707  HISTORY     - Date     Condition        Report By
 GC1707  HISTORY     - 1961     MONUMENTED       TNHD
 GC1707
 GC1707                          STATION DESCRIPTION
 GC1707
 GC1707'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1707'8.6 MI SW FROM WAVERLY.
 GC1707'FROM THE COURTHOUSE IN WAVERLY, GO SOUTHWEST ON U.S. HIGHWAY 70
 GC1707'FOR 8.6 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 35
 GC1707'FEET SOUTHEAST OF U.S. HIGHWAY 70, 2 FEET NORTHWEST OF A POWER
 GC1707'POLE, AND 2 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS SET
 GC1707'IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2631 ***********************************************************************
 GC2631  DESIGNATION -  DEN AZ MK
 GC2631  PID         -  GC2631
 GC2631  STATE/COUNTY-  TN/HUMPHREYS
 GC2631  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2631
 GC2631                         *CURRENT SURVEY CONTROL
 GC2631  ___________________________________________________________________
 GC2631* NAD 83(1995)-  36 02 13.79303(N)    087 56 06.83844(W)     ADJUSTED  
 GC2631* NAVD 88     -       149.4    (meters)     490.     (feet)  VERTCON   
 GC2631  ___________________________________________________________________
 GC2631  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2631  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GC2631
 GC2631  HORZ ORDER  -  THIRD
 GC2631
 GC2631.The horizontal coordinates were established by classical geodetic methods
 GC2631.and adjusted by the National Geodetic Survey in April 1999..
 GC2631.No horizontal observational check was made to the station.
 GC2631
 GC2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2631
 GC2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2631
 GC2631.The geoid height was determined by GEOID03.
 GC2631
 GC2631;                    North         East     Units Scale Factor Converg.
 GC2631;SPC TN       -   190,763.235   425,613.444   MT  0.99995466   -1 07 58.7
 GC2631;SPC TN       -   625,862.38  1,396,366.77   sFT  0.99995466   -1 07 58.7
 GC2631;UTM  16      - 3,988,475.131   415,748.087   MT  0.99968746   -0 33 00.9
 GC2631
 GC2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2631!SPC TN       -   0.99998104  x   0.99995466  =   0.99993570
 GC2631!UTM  16      -   0.99998104  x   0.99968746  =   0.99966850
 GC2631
 GC2631                          SUPERSEDED SURVEY CONTROL
 GC2631
 GC2631  NAD 83(1995)-  36 02 13.79519(N)    087 56 06.84249(W) AD(       ) 3
 GC2631  NAD 83(1995)-  36 02 13.79470(N)    087 56 06.84513(W) AD(       ) 3
 GC2631  NAD 83(1986)-  36 02 13.80214(N)    087 56 06.84177(W) AD(       ) 3
 GC2631  NAD 27      -  36 02 13.58227(N)    087 56 06.73817(W) AD(       ) 3
 GC2631  NGVD 29 (07/19/86)  149.4    (m)          490.     (f) VERT ANG       
 GC2631
 GC2631.Superseded values are not recommended for survey control.
 GC2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2631.See file dsdata.txt to determine how the superseded data were derived.
 GC2631
 GC2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1574888475(NAD 83)
 GC2631_MARKER: DD = SURVEY DISK
 GC2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2631_MARK LOGO: TNHD  
 GC2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2631+STABILITY: SURFACE MOTION
 GC2631
 GC2631  HISTORY     - Date     Condition        Report By
 GC2631  HISTORY     - 1961     MONUMENTED       TNHD
 GC2631
 GC2631                          STATION DESCRIPTION
 GC2631
 GC2631'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2631'MARK, A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2631'10 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS
 GC2631'STAMPED DEN AZI 1961.
 GC2631'
 GC2631'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD AND U.S. HIGHWAY 70,
 GC2631'GO 0.2 MILE SOUTHWEST ON U.S. HIGHWAY 70 TO THE MARK ON THE LEFT AS
 GC2631'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1706 ***********************************************************************
 GC1706  DESIGNATION -  DEN RM 1
 GC1706  PID         -  GC1706
 GC1706  STATE/COUNTY-  TN/HUMPHREYS
 GC1706  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1706
 GC1706                         *CURRENT SURVEY CONTROL
 GC1706  ___________________________________________________________________
 GC1706* NAD 83(1986)-  36 02 27.     (N)    087 55 40.     (W)     SCALED    
 GC1706* NAVD 88     -       179.831  (meters)     590.00   (feet)  ADJUSTED  
 GC1706  ___________________________________________________________________
 GC1706  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC1706  DYNAMIC HT  -         179.678 (meters)     589.49  (feet)  COMP
 GC1706  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 GC1706
 GC1706  VERT ORDER  -  SECOND    CLASS 0
 GC1706
 GC1706.The horizontal coordinates were scaled from a topographic map and have
 GC1706.an estimated accuracy of +/- 6 seconds.
 GC1706
 GC1706.The orthometric height was determined by differential leveling
 GC1706.and adjusted by the National Geodetic Survey in June 1991..
 GC1706
 GC1706.The geoid height was determined by GEOID03.
 GC1706
 GC1706.The dynamic height is computed by dividing the NAVD 88
 GC1706.geopotential number by the normal gravity value computed on the
 GC1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1706.degrees latitude (g = 980.6199 gals.).
 GC1706
 GC1706.The modeled gravity was interpolated from observed gravity values.
 GC1706
 GC1706;                    North         East    Units  Estimated Accuracy
 GC1706;SPC TN       -   191,160.      426,290.      MT  (+/- 180 meters Scaled)
 GC1706
 GC1706                          SUPERSEDED SURVEY CONTROL
 GC1706
 GC1706  NGVD 29 (??/??/??)  179.85   (m)          590.1    (f) RESET       3  
 GC1706
 GC1706.Superseded values are not recommended for survey control.
 GC1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1706.See file dsdata.txt to determine how the superseded data were derived.
 GC1706
 GC1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE164888(NAD 83)
 GC1706_MARKER: DR = REFERENCE MARK DISK
 GC1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1706_STAMPING: DEN RM-1 1961
 GC1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1706+STABILITY: SURFACE MOTION
 GC1706
 GC1706  HISTORY     - Date     Condition        Report By
 GC1706  HISTORY     - 1961     MONUMENTED       TNHD
 GC1706
 GC1706                          STATION DESCRIPTION
 GC1706
 GC1706'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1706'8 MI SW FROM WAVERLY.
 GC1706'THIS MARK IS LOCATED AT THE DEN 1961 STATION SITE, 68 FEET
 GC1706'NORTHWEST OF A 100 FOOT HIGHWAY CUT, AND 21 FEET EAST OF A BLAZED
 GC1706'OAK TREE.  THE MARK IS SEST IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC1706'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1705 ***********************************************************************
 GC1705  DESIGNATION -  DEN RM 2
 GC1705  PID         -  GC1705
 GC1705  STATE/COUNTY-  TN/HUMPHREYS
 GC1705  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1705
 GC1705                         *CURRENT SURVEY CONTROL
 GC1705  ___________________________________________________________________
 GC1705* NAD 83(1986)-  36 02 27.     (N)    087 55 41.     (W)     SCALED    
 GC1705* NAVD 88     -       177.836  (meters)     583.45   (feet)  ADJUSTED  
 GC1705  ___________________________________________________________________
 GC1705  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC1705  DYNAMIC HT  -         177.685 (meters)     582.95  (feet)  COMP
 GC1705  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 GC1705
 GC1705  VERT ORDER  -  SECOND    CLASS 0
 GC1705
 GC1705.The horizontal coordinates were scaled from a topographic map and have
 GC1705.an estimated accuracy of +/- 6 seconds.
 GC1705
 GC1705.The orthometric height was determined by differential leveling
 GC1705.and adjusted by the National Geodetic Survey in June 1991..
 GC1705
 GC1705.The geoid height was determined by GEOID03.
 GC1705
 GC1705.The dynamic height is computed by dividing the NAVD 88
 GC1705.geopotential number by the normal gravity value computed on the
 GC1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1705.degrees latitude (g = 980.6199 gals.).
 GC1705
 GC1705.The modeled gravity was interpolated from observed gravity values.
 GC1705
 GC1705;                    North         East    Units  Estimated Accuracy
 GC1705;SPC TN       -   191,160.      426,270.      MT  (+/- 180 meters Scaled)
 GC1705
 GC1705                          SUPERSEDED SURVEY CONTROL
 GC1705
 GC1705  NGVD 29 (??/??/??)  177.86   (m)          583.5    (f) RESET       3  
 GC1705
 GC1705.Superseded values are not recommended for survey control.
 GC1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1705.See file dsdata.txt to determine how the superseded data were derived.
 GC1705
 GC1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE163888(NAD 83)
 GC1705_MARKER: DR = REFERENCE MARK DISK
 GC1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1705_STAMPING: DEN RM-2 1961
 GC1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1705+STABILITY: SURFACE MOTION
 GC1705
 GC1705  HISTORY     - Date     Condition        Report By
 GC1705  HISTORY     - 1961     MONUMENTED       TNHD
 GC1705
 GC1705                          STATION DESCRIPTION
 GC1705
 GC1705'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1705'8 MI SW FROM WAVERLY.
 GC1705'THIS MARK IS LOCATED AT THE DEN 1961 STATION SITE, 11 FEET
 GC1705'SOUTH OF A 8-INCH BLAZED HICKORY TREE.  THE MARK IS SET IN TOP
 GC1705'OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2421 ***********************************************************************
 FE2421  DESIGNATION -  DENMARK
 FE2421  PID         -  FE2421
 FE2421  STATE/COUNTY-  TN/MADISON
 FE2421  USGS QUAD   -  DENMARK (1981)
 FE2421
 FE2421                         *CURRENT SURVEY CONTROL
 FE2421  ___________________________________________________________________
 FE2421* NAD 83(1995)-  35 32 11.24414(N)    089 00 18.19548(W)     ADJUSTED  
 FE2421* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 FE2421  ___________________________________________________________________
 FE2421  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE2421  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE2421
 FE2421  HORZ ORDER  -  SECOND
 FE2421
 FE2421.The horizontal coordinates were established by classical geodetic methods
 FE2421.and adjusted by the National Geodetic Survey in April 1999..
 FE2421
 FE2421.The orthometric height was scaled from a topographic map.
 FE2421
 FE2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2421
 FE2421.The geoid height was determined by GEOID03.
 FE2421
 FE2421;                    North         East     Units Scale Factor Converg.
 FE2421;SPC TN       -   137,669.067   327,529.727   MT  0.99996181   -1 45 33.4
 FE2421;SPC TN       -   451,669.26  1,074,570.45   sFT  0.99996181   -1 45 33.4
 FE2421;UTM  16      - 3,934,385.776   318,225.473   MT  1.00000719   -1 09 56.5
 FE2421
 FE2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2421!SPC TN       -   0.99997742  x   0.99996181  =   0.99993923
 FE2421!UTM  16      -   0.99997742  x   1.00000719  =   0.99998461
 FE2421
 FE2421|---------------------------------------------------------------------|
 FE2421| PID    Reference Object                     Distance      Geod. Az  |
 FE2421|                                                           dddmmss.s |
 FE2421| CG3913 DENMARK RM 1                         23.224 METERS 13908     |
 FE2421| FE2287 BRITTON LANE LOT WT 28              APPROX. 7.7 KM 1411518.0 |
 FE2421| FE2291 UPTON                               APPROX.10.4 KM 1705822.4 |
 FE2421| CG3915 DENMARK RM 3                        118.997 METERS 27453     |
 FE2421| CG3914 DENMARK RM 2                         22.328 METERS 35115     |
 FE2421|---------------------------------------------------------------------|
 FE2421
 FE2421                          SUPERSEDED SURVEY CONTROL
 FE2421
 FE2421  NAD 83(1995)-  35 32 11.24964(N)    089 00 18.19928(W) AD(       ) 2
 FE2421  NAD 83(1986)-  35 32 11.25574(N)    089 00 18.19634(W) AD(       ) 2
 FE2421  NAD 27      -  35 32 10.97950(N)    089 00 17.96710(W) AD(       ) 2
 FE2421
 FE2421.Superseded values are not recommended for survey control.
 FE2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2421.See file dsdata.txt to determine how the superseded data were derived.
 FE2421
 FE2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1822534386(NAD 83)
 FE2421_MARKER: DS = TRIANGULATION STATION DISK
 FE2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2421
 FE2421  HISTORY     - Date     Condition        Report By
 FE2421  HISTORY     - 1958     MONUMENTED       CGS
 FE2421
 FE2421                          STATION DESCRIPTION
 FE2421
 FE2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2421'THE STATION IS ABOUT 15 MILES EAST-SOUTHEAST OF BROWNSVILLE, ABOUT 12
 FE2421'MILES SOUTHWEST OF JACKSON, ABOUT 0.4 MILE NORTHWEST OF
 FE2421'DENMARK AND ON PROPERTY OWNED BY MR. STEVEN CARTER. IT IS 5 FEET
 FE2421'SOUTH OF A WHITE WITNESS POST, 16 FEET WEST OF A TRIPLE TRUNK OAK
 FE2421'TREE, 35 FEET WEST OF A TRIANGULAR BLAZED OAK TREE AND 25 FEET
 FE2421'NORTHWEST OF THE HIGHEST POINT OF THE HILL. THE MONUMENT PROJECTS 1
 FE2421'INCH AND THE DISK IS STAMPED DENMARK 1958.
 FE2421'
 FE2421'TO REACH THE STATION FROM THE DENMARK PRESBYTERIAN CHURCH IN DENMARK,
 FE2421'GO WEST FOR 0.2 MILE TO A SIDE ROAD RIGHT. TURN NORTH FOR 0.2 MILE
 FE2421'TO THE TOP OF THE HILL AND END OF TRUCK TRAVEL. PACK WEST FOR ABOUT
 FE2421'250 YARDS TO THE TOP OF THE HILL AND THE STATION AS IT IS DESCRIBED.
 FE2421'
 FE2421'REFERENCE MARK 1 IS 78 FEET SOUTHEAST OF A WHITE WITNESS POST AND 42
 FE2421'FEET SOUTHEAST OF A TRIANGULAR BLAZED OAK TREE. THE MONUMENT IS FLUSH
 FE2421'AND THE DISK IS STAMPED DENMARK NO 1 1958.
 FE2421'
 FE2421'REFERENCE MARK 2 IS 68 FEET NORTHWEST OF A WHITE WITNESS POST AND 89
 FE2421'FEET SOUTH OF A FENCE. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE2421'STAMPED DENMARK NO 2 1958.
 FE2421'
 FE2421'REFERENCE MARK 3 WAS ESTABLISHED USING PRECISE METHODS FOR A BETTER
 FE2421'THAN AVERAGE DIRECTION FOR A REFERENCE MARK. IT IS 1 FOOT EAST OF A
 FE2421'FENCE, 2 FEET EAST OF A WHITE WITNESS POST AND 5 FEET NORTH OF A
 FE2421'CEDAR TREE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE2421'DENMARK NO 3 1958.
 FE2421'
 FE2421'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2693 ***********************************************************************
 GC2693  DESIGNATION -  DENNIS
 GC2693  PID         -  GC2693
 GC2693  STATE/COUNTY-  TN/STEWART
 GC2693  USGS QUAD   -  BUMPUS MILLS (1982)
 GC2693
 GC2693                         *CURRENT SURVEY CONTROL
 GC2693  ___________________________________________________________________
 GC2693* NAD 83(1995)-  36 32 41.73996(N)    087 50 10.11784(W)     ADJUSTED  
 GC2693* NAVD 88     -       194.52   (+/-2cm)     638.2    (feet)  VERTCON   
 GC2693  ___________________________________________________________________
 GC2693  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 GC2693  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC2693
 GC2693  HORZ ORDER  -  SECOND
 GC2693  VERT ORDER  -  THIRD ? (See Below)
 GC2693
 GC2693.The horizontal coordinates were established by classical geodetic methods
 GC2693.and adjusted by the National Geodetic Survey in April 1999..
 GC2693
 GC2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2693.The vertical order pertains to the NGVD 29 superseded value.
 GC2693
 GC2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2693
 GC2693.The geoid height was determined by GEOID03.
 GC2693
 GC2693;                    North         East     Units Scale Factor Converg.
 GC2693;SPC TN       -   246,923.966   435,598.430   MT  1.00002526   -1 04 29.8
 GC2693;SPC TN       -   810,116.38  1,429,125.85   sFT  1.00002526   -1 04 29.8
 GC2693;SPC KY1Z     - 1,025,573.204 1,313,191.493   MT  1.00017225   -1 16 50.9
 GC2693;SPC KY1Z     - 3,364,734.75  4,308,362.42   sFT  1.00017225   -1 16 50.9
 GC2693;SPC KY S     -   525,543.912   313,215.905   MT  1.00003954   -1 15 54.6
 GC2693;SPC KY S     - 1,724,221.98  1,027,609.18   sFT  1.00003954   -1 15 54.6
 GC2693;UTM  16      - 4,044,716.841   425,161.420   MT  0.99966900   -0 29 52.5
 GC2693
 GC2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2693!SPC TN       -   0.99997404  x   1.00002526  =   0.99999930
 GC2693!SPC KY1Z     -   0.99997404  x   1.00017225  =   1.00014629
 GC2693!SPC KY S     -   0.99997404  x   1.00003954  =   1.00001358
 GC2693!UTM  16      -   0.99997404  x   0.99966900  =   0.99964305
 GC2693
 GC2693:                Primary Azimuth Mark                     Grid Az
 GC2693:SPC TN       -  DENNIS AZ MK                             002 20 33.0
 GC2693:SPC KY1Z     -  DENNIS AZ MK                             002 32 54.1
 GC2693:SPC KY S     -  DENNIS AZ MK                             002 31 57.8
 GC2693:UTM  16      -  DENNIS AZ MK                             001 45 55.7
 GC2693
 GC2693|---------------------------------------------------------------------|
 GC2693| PID    Reference Object                     Distance      Geod. Az  |
 GC2693|                                                           dddmmss.s |
 GC2693| CG5225 DENNIS AZ MK                                       0011603.2 |
 GC2693| CG5226 DENNIS RM 1                          26.822 METERS 04306     |
 GC2693| CG5227 DENNIS RM 2                          40.142 METERS 26425     |
 GC2693|---------------------------------------------------------------------|
 GC2693
 GC2693                          SUPERSEDED SURVEY CONTROL
 GC2693
 GC2693  NAD 83(1995)-  36 32 41.74150(N)    087 50 10.11847(W) AD(       ) 2
 GC2693  NAD 83(1995)-  36 32 41.74505(N)    087 50 10.12270(W) AD(       ) 2
 GC2693  NAD 83(1986)-  36 32 41.74944(N)    087 50 10.12010(W) AD(       ) 2
 GC2693  NAD 27      -  36 32 41.56900(N)    087 50 10.04000(W) AD(       ) 2
 GC2693  NGVD 29 (07/19/86)  194.57   (m)          638.4    (f) LEVELING    3  
 GC2693
 GC2693.Superseded values are not recommended for survey control.
 GC2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2693.See file dsdata.txt to determine how the superseded data were derived.
 GC2693
 GC2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2516144717(NAD 83)
 GC2693_MARKER: DS = TRIANGULATION STATION DISK
 GC2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2693_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2693
 GC2693  HISTORY     - Date     Condition        Report By
 GC2693  HISTORY     - 1934     MONUMENTED       CGS
 GC2693  HISTORY     - 1953     GOOD             CGS
 GC2693  HISTORY     - 1957     GOOD             CGS
 GC2693
 GC2693                          STATION DESCRIPTION
 GC2693
 GC2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2693'ABOUT 3-1/2 MILES NORTH-NORTHWEST OF DOVER.  TO REACH FROM POST
 GC2693'OFFICE IN BUMPUS MILLS, GO EAST ON ASPHALT ROAD 0.5 MILE TO
 GC2693'T-ROAD RIGHT AT SIGN DOVER 9 MILES, TURN RIGHT AND GO 4.1 MILES TO
 GC2693'WOODS ROAD RIGHT AND TRIANGULAR BLAZE ON RIGHT AND FOLLOW THIS
 GC2693'ROAD 0.7 MILE TO TOP OF HILL AND STATION. STATION IS ON HIGHEST POINT
 GC2693'OF PARTLY WOODED HILL, AT SOUTHEAST CORNER OF CULTIVATED FIELD
 GC2693'BELONGING TO DUNCAN E. GREEN, 38-1/2 FEET WEST OF WIRE FENCE, AND
 GC2693'28.8 FEET NORTH OF DOUBLE OAK TREE WITH TRIANGULAR BLAZES.  SURFACE
 GC2693'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE
 GC2693'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GC2693'IN CONCRETE.  NO. 1 IS AT SOUTHEAST EDGE OF CULTIVATED
 GC2693'FIELD, 12-1/2 FEET NORTHWEST OF WIRE FENCE, AND 88.0 FEET FROM
 GC2693'STATION.  NO.2 IS AT S EDGE OF
 GC2693'CULTIVATED FIELD AND SLIGHTLY LOWER IN ELEVATION THAN AND 131.7 FT
 GC2693'FROM STATION.  AZIMUTH MARK IS 18
 GC2693'FEET WEST OF CENTER LINE OF ROAD, DIRECTLY ACROSS ROAD FROM OLD BARN,
 GC2693'AND ABOUT 0.7 MILE FROM STATION.
 GC2693
 GC2693                          STATION RECOVERY (1953)
 GC2693
 GC2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2693'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GC2693'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS
 GC2693'CHECKED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2693'
 GC2693'STATION IS LOCATED ABOUT 4 MILES NORTH OF DOVER ON PROPERTY OWNED BY
 GC2693'L.R. PAGE.  IT IS 29 FEET NORTH OF A TWIN OAK TREE
 GC2693'WHICH HAS A TRIANGLE BLAZE ON THE NORTH SIDE, 14 FEET SOUTH OF THE
 GC2693'CENTER OF THE WOODS ROAD AND 4 FEET NORTHWEST OF A WHITE WITNESS
 GC2693'POST.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED DENNIS
 GC2693'1934.
 GC2693'
 GC2693'REFERENCE MARK NO. 1 IS 88.00 FEET NORTHEAST OF THE STATION, 12 FEET
 GC2693'NORTHWEST OF A FENCELINE AND 11 FEET NORTHEAST OF THE CENTER OF THE
 GC2693'WOODS ROAD.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 GC2693'DENNIS NO. 1 1934.
 GC2693'
 GC2693'REFERENCE MARK NO. 2 IS 131.70 FEET WEST OF THE STATION.  IT IS 11
 GC2693'FEET NORTHWEST OF THE CENTER OF THE WOODS ROAD AND 10 FEET
 GC2693'NORTHEAST OF AN 8 INCH OAK TREE WHICH HAS A TRIANGLE BLAZE ON THE
 GC2693'NORTH SIDE.  THE MARK PROJECTS 12 INCHES AND THE DISK IS
 GC2693'STAMPED DENNIS NO. 2 1934.
 GC2693'
 GC2693'AZIMUTH MARK IS 0.7 MILE NORTH OF THE STATION.  IT IS 26 FEET
 GC2693'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 2 FEET NORTHWEST OF A WHITE
 GC2693'WITNESS POST AND 1 FOOT NORTHEAST OF A FENCELINE.  THE MARK PROJECTS
 GC2693'12 INCHES AND THE DISK IS STAMPED DENNIS 1934.
 GC2693'
 GC2693'TO REACH THE STATION FROM THE COURTHOUSE IN DOVER, GO NORTHEAST ON
 GC2693'U.S. HIGHWAY 79 FOR 1.5 MILE TO WHERE ROAD FORKS, KEEP LEFT ON A
 GC2693'PAVED ROAD AND GO NORTH FOR 3.5 MILES TO THE TOP OF A HILL AND A
 GC2693'HOUSE ON THE LEFT.  TURN LEFT PASSING HOUSE ON THE NORTH SIDE AND
 GC2693'FOLLOW WOODS ROAD NORTH AND WEST FOR 0.7 MILE TO THE STATION AS
 GC2693'DESCRIBED.
 GC2693'
 GC2693'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON WOODS ROAD FOR
 GC2693'0.7 MILE TO PAVED ROAD, TURN NORTH ON PAVED ROAD AND GO 0.6 MILE TO
 GC2693'THE AZIMUTH MARK ON THE LEFT.
 GC2693'
 GC2693'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2693
 GC2693                          STATION RECOVERY (1957)
 GC2693
 GC2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2693'STATION RECOVERED AS DESCRIBED.
 GC2693'
 GC2693'REFERENCE MARK NO. 1 AND 2 AND AZIMUTH MARK RECOVERED IN GOOD
 GC2693'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3499 ***********************************************************************
 GA3499  DESIGNATION -  DEVILS NOSE
 GA3499  PID         -  GA3499
 GA3499  STATE/COUNTY-  TN/HAWKINS
 GA3499  USGS QUAD   -  CAMELOT (1976)
 GA3499
 GA3499                         *CURRENT SURVEY CONTROL
 GA3499  ___________________________________________________________________
 GA3499* NAD 83(1995)-  36 27 17.35327(N)    083 00 26.48359(W)     ADJUSTED  
 GA3499* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 GA3499  ___________________________________________________________________
 GA3499  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 GA3499  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA3499
 GA3499  HORZ ORDER  -  THIRD
 GA3499
 GA3499.The horizontal coordinates were established by classical geodetic methods
 GA3499.and adjusted by the National Geodetic Survey in April 1999..
 GA3499
 GA3499.The orthometric height was scaled from a topographic map.
 GA3499
 GA3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3499
 GA3499.The geoid height was determined by GEOID03.
 GA3499
 GA3499;                    North         East     Units Scale Factor Converg.
 GA3499;SPC TN       -   239,483.830   868,229.968   MT  1.00000699   +1 45 07.2
 GA3499;SPC TN       -   785,706.53  2,848,517.82   sFT  1.00000699   +1 45 07.2
 GA3499;UTM  17      - 4,036,269.406   320,115.359   MT  0.99999869   -1 11 35.0
 GA3499
 GA3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3499!SPC TN       -   0.99989006  x   1.00000699  =   0.99989705
 GA3499!UTM  17      -   0.99989006  x   0.99999869  =   0.99988875
 GA3499
 GA3499|---------------------------------------------------------------------|
 GA3499| PID    Reference Object                     Distance      Geod. Az  |
 GA3499|                                                           dddmmss.s |
 GA3499| DB9191 DEVILS NOSE RM 1                      3.430 METERS 11926     |
 GA3499| DB9190 DEVILS NOSE AZ MK                                  1335344.0 |
 GA3499| DB9192 DEVILS NOSE RM 2                      4.145 METERS 21436     |
 GA3499|---------------------------------------------------------------------|
 GA3499
 GA3499                          SUPERSEDED SURVEY CONTROL
 GA3499
 GA3499  NAD 83(1995)-  36 27 17.35764(N)    083 00 26.48698(W) AD(       ) 3
 GA3499  NAD 83(1995)-  36 27 17.36363(N)    083 00 26.48663(W) AD(       ) 3
 GA3499  NAD 83(1995)-  36 27 17.35915(N)    083 00 26.48505(W) AD(       ) 3
 GA3499  NAD 83(1986)-  36 27 17.36151(N)    083 00 26.48598(W) AD(       ) 3
 GA3499  NAD 27      -  36 27 17.02400(N)    083 00 26.88700(W) AD(       ) 3
 GA3499
 GA3499.Superseded values are not recommended for survey control.
 GA3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3499.See file dsdata.txt to determine how the superseded data were derived.
 GA3499
 GA3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2011536269(NAD 83)
 GA3499_MARKER: DS = TRIANGULATION STATION DISK
 GA3499_SETTING: 80 = SET IN A BOULDER
 GA3499_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3499
 GA3499  HISTORY     - Date     Condition        Report By
 GA3499  HISTORY     - 1941     MONUMENTED       CGS
 GA3499
 GA3499                          STATION DESCRIPTION
 GA3499
 GA3499'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GA3499'THE STATION IS ABOUT 3-1/2 MILES N OF ROGERSVILLE ON THE HIGHEST PEAK
 GA3499'OF A MOUNTAIN
 GA3499'LOCALLY KNOWN AS THE DEVILS NOSE.  THE HIGHEST PEAK IS
 GA3499'ABOUT 200 YARDS W OF THE BLUFFS
 GA3499'FROM WHENCE THE MOUNTAIN GETS ITS
 GA3499'NAME.  THE STATION IS ABOUT 5 FEET SW OF THE
 GA3499'HIGHEST POINT OF THE
 GA3499'PEAK AND IS STAMPED DEVILS NOSE 1941.
 GA3499'
 GA3499'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 GA3499'HOLES IN BOULDERS.
 GA3499'
 GA3499'REFERENCE MARK NO. 1 IS STAMPED DEVILS NOSE NO. 1 19419
 GA3499'
 GA3499'REFERENCE MARK NO. 2 IS STAMPED DEVILS NOSE NO. 2 1941.
 GA3499'
 GA3499'AZIMUTH MARK IS ABOUT 100 YARDS SSE OF A ROAD T-INTERSECTION, 13 FEET
 GA3499'E OF THE CENTER OF
 GA3499'STATE HIGHWAY 70, AND 9 INCHES N OF THE S END OF
 GA3499'THE GUARD RAIL OF A CONCRETE CULVERT.
 GA3499'IT IS A STANDARD DISK CEMENTED
 GA3499'IN THE TOP OF THE GUARD RAIL WHICH IS ABOUT 6 INCHES
 GA3499'HIGHER THAN THE
 GA3499'ROAD SURFACE, AND IT IS STAMPED DEVILS NOSE 1941.
 GA3499'
 GA3499'TO REACH FROM THE POST OFFICE IN ROGERSVILLE, GO EASTERLY AND
 GA3499'NORTHEASTERLY ON
 GA3499'U.S.  HIGHWAY 11 W FOR 2.0 MILES AND TURN LEFT ONTO
 GA3499'STATE HIGHWAY 70, THENCE NORTHERLY
 GA3499'1.3 MILES AND TURN LEFT.  THIS
 GA3499'TURN IS ABOUT 100 YARDS PAST THE AZIMUTH MARK.
 GA3499'THENCE, GO WESTERLY
 GA3499'1.2 MILES AND TURN RIGHT ONTO A FIELD ROAD, THENCE NORTHERLY 0.15
 GA3499'MILE AND PASS
 GA3499'THROUGH A WIRE GATE AND TAKE THE LEFT FORK, THENCE
 GA3499'ALONG THE MAIN CONTINUOUS FARM
 GA3499'ENTRANCE ROAD ABOUT 0.8 MILE TO A FARM
 GA3499'AND THE END OF TRUCK TRAVEL.  CONTINUE AFOOT UP
 GA3499'STEEP SLOPE TO THE
 GA3499'TOP OF THE RIDGE AND TURN RIGHT, THENCE EASTERLY ALONG THE RIDGE
 GA3499'TO THE HIGHEST
 GA3499'LITTLE PEAK AND THE STATION.  THE CLIMB WITH PACKS
 GA3499'REQUIRED ABOUT AN HOUR.
 GA3499'
 GA3499'LIGHTS ELEVATED 87 FEET AT HAWKINS COUNTY MILESTONE, 10 FEET AT
 GA3499'BUNKER HILL, AND 4
 GA3499'FEET AT HIGH SPUR, SHORT, AND ROGERSVILLE WERE
 GA3499'VISIBLE FROM THE GROUND AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1575 ***********************************************************************
 GB1575  DESIGNATION -  DEW
 GB1575  PID         -  GB1575
 GB1575  STATE/COUNTY-  TN/CLAY
 GB1575  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1575
 GB1575                         *CURRENT SURVEY CONTROL
 GB1575  ___________________________________________________________________
 GB1575* NAD 83(1995)-  36 33 38.45577(N)    085 26 39.32247(W)     ADJUSTED  
 GB1575* NAVD 88     -       308.917  (meters)    1013.51   (feet)  ADJUSTED  
 GB1575  ___________________________________________________________________
 GB1575  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GB1575  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1575  DYNAMIC HT  -         308.652 (meters)    1012.64  (feet)  COMP
 GB1575  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GB1575
 GB1575  HORZ ORDER  -  SECOND
 GB1575  VERT ORDER  -  SECOND    CLASS 0
 GB1575
 GB1575.The horizontal coordinates were established by classical geodetic methods
 GB1575.and adjusted by the National Geodetic Survey in April 1999..
 GB1575
 GB1575.The orthometric height was determined by differential leveling
 GB1575.and adjusted by the National Geodetic Survey in June 1991..
 GB1575
 GB1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1575
 GB1575.The geoid height was determined by GEOID03.
 GB1575
 GB1575.The dynamic height is computed by dividing the NAVD 88
 GB1575.geopotential number by the normal gravity value computed on the
 GB1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1575.degrees latitude (g = 980.6199 gals.).
 GB1575
 GB1575.The modeled gravity was interpolated from observed gravity values.
 GB1575
 GB1575;                    North         East     Units Scale Factor Converg.
 GB1575;SPC TN       -   247,271.275   649,751.977   MT  1.00002871   +0 19 31.3
 GB1575;SPC TN       -   811,255.84  2,131,727.94   sFT  1.00002871   +0 19 31.3
 GB1575;SPC KY1Z     - 1,025,278.518 1,527,375.025   MT  1.00016598   +0 11 15.8
 GB1575;SPC KY1Z     - 3,363,767.94  5,011,062.89   sFT  1.00016598   +0 11 15.8
 GB1575;SPC KY S     -   525,274.216   527,371.463   MT  1.00003582   +0 11 07.5
 GB1575;SPC KY S     - 1,723,337.16  1,730,217.87   sFT  1.00003582   +0 11 07.5
 GB1575;UTM  16      - 4,047,265.278   639,221.264   MT  0.99983880   +0 55 36.7
 GB1575
 GB1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1575!SPC TN       -   0.99995631  x   1.00002871  =   0.99998502
 GB1575!SPC KY1Z     -   0.99995631  x   1.00016598  =   1.00012228
 GB1575!SPC KY S     -   0.99995631  x   1.00003582  =   0.99999213
 GB1575!UTM  16      -   0.99995631  x   0.99983880  =   0.99979512
 GB1575
 GB1575|---------------------------------------------------------------------|
 GB1575| PID    Reference Object                     Distance      Geod. Az  |
 GB1575|                                                           dddmmss.s |
 GB1575| GB1576 DEW RM 1                             14.335 METERS 15726     |
 GB1575| GB1577 DEW AZ MK                                          1832723.4 |
 GB1575| GB1583 DALE                                APPROX. 2.4 KM 2240226.8 |
 GB1575| GB1574 DEW RM 2                             12.802 METERS 34253     |
 GB1575|---------------------------------------------------------------------|
 GB1575
 GB1575                          SUPERSEDED SURVEY CONTROL
 GB1575
 GB1575  NAD 83(1995)-  36 33 38.45621(N)    085 26 39.32291(W) AD(       ) 2
 GB1575  NAD 83(1995)-  36 33 38.46540(N)    085 26 39.32727(W) AD(       ) 2
 GB1575  NAD 83(1986)-  36 33 38.46642(N)    085 26 39.32720(W) AD(       ) 2
 GB1575  NAD 27      -  36 33 38.24333(N)    085 26 39.44605(W) AD(       ) 2
 GB1575  NGVD 29 (??/??/92)  309.022  (m)         1013.85   (f) ADJ UNCH    2 0
 GB1575
 GB1575.Superseded values are not recommended for survey control.
 GB1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1575.See file dsdata.txt to determine how the superseded data were derived.
 GB1575
 GB1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3922147265(NAD 83)
 GB1575_MARKER: DE = TRAVERSE STATION DISK
 GB1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1575_STAMPING: DEW 1966
 GB1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1575+STABILITY: SURFACE MOTION
 GB1575
 GB1575  HISTORY     - Date     Condition        Report By
 GB1575  HISTORY     - 1966     MONUMENTED       TNHD
 GB1575  HISTORY     - 1966     GOOD             TNHD
 GB1575
 GB1575                          STATION DESCRIPTION
 GB1575
 GB1575'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1575'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF THE
 GB1575'KENTUCKY-TENNESSEE STATE LINE AND ABOUT 3-1/2 MILES NORTHEAST OF
 GB1575'CELINA.
 GB1575'
 GB1575'TO REACH THE STATION FROM THE EAST END OF OBEY RIVER BRIDGE, EAST OF
 GB1575'CELINA, GO NORTHEAST ON STATE ROUTE 53 FOR 4.35 MILES TO THE
 GB1575'AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR 0.15 MILE TO THE
 GB1575'STATION ON THE RIGHT.
 GB1575'
 GB1575'THE STATION IS 72 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 GB1575'GRAVELED DRIVE, 30 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB1575'ROUTE 53 AND 8.1 FEET EAST OF A METAL WITNESS POST AND SIGN.  THE
 GB1575'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB1575'DEPARTMENT DISKS AND THE DISKS ARE STAMPED DEW 1966.  THE UNDERGROUND
 GB1575'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS
 GB1575'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1575'
 GB1575'REFERENCE MARK NO. 1 IS 56 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB1575'OF THE GRAVELED DRIVE AND 43 FEET NORTHEAST OF THE APPROXIMATE
 GB1575'CENTER OF STATE ROUTE 53.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB1575'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1575'CONCRETE MONUMENT AND THE DISK IS STAMPED DEW RM-1 1966.
 GB1575'
 GB1575'REFERENCE MARK NO. 2 IS 41 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB1575'OF STATE ROUTE 53 AND ABOUT 5 FEET ABOVE THE SURFACE OF THE
 GB1575'ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB1575'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB1575'IS STAMPED DEW RM-2 1966.
 GB1575'
 GB1575'THE AZIMUTH MARK IS 29 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GB1575'ROUTE 53 AND 3.6 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 GB1575'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 GB1575'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB1575'DEW AZI 1966.
 GB1575'
 GB1575'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1575'
 GB1575'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1575
 GB1575                          STATION RECOVERY (1966)
 GB1575
 GB1575'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1575'3.5 MI NE FROM CELINA.
 GB1575'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1575'CELINA GO EAST ON STATE ROUTE 52 FOR ONE BLOCK TO THE JUNCTION
 GB1575'OF STATE ROUTES 52 AND 53, CONTINUE EASTERLY ON STATE ROUTE 53
 GB1575'FOR 5.9 MILES TO THE MARK ON THE RIGHT, 72 FEET NORTHEAST OF THE
 GB1575'APPROXIMATE CENTER OF A GRAVELED DRIVE, 30 FEET EAST OF THE
 GB1575'APPROXIMATE CENTER OF STATE ROUTE 53 AND 8.1 FEET EAST OF A
 GB1575'METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF
 GB1575'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1577 ***********************************************************************
 GB1577  DESIGNATION -  DEW AZ MK
 GB1577  PID         -  GB1577
 GB1577  STATE/COUNTY-  TN/CLAY
 GB1577  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1577
 GB1577                         *CURRENT SURVEY CONTROL
 GB1577  ___________________________________________________________________
 GB1577* NAD 83(1986)-  36 33 32.     (N)    085 26 39.     (W)     SCALED    
 GB1577* NAVD 88     -       296.015  (meters)     971.18   (feet)  ADJUSTED  
 GB1577  ___________________________________________________________________
 GB1577  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1577  DYNAMIC HT  -         295.760 (meters)     970.34  (feet)  COMP
 GB1577  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 GB1577
 GB1577  VERT ORDER  -  SECOND    CLASS 0
 GB1577
 GB1577.The horizontal coordinates were scaled from a topographic map and have
 GB1577.an estimated accuracy of +/- 6 seconds.
 GB1577
 GB1577.The orthometric height was determined by differential leveling
 GB1577.and adjusted by the National Geodetic Survey in June 1991..
 GB1577
 GB1577.The geoid height was determined by GEOID03.
 GB1577
 GB1577.The dynamic height is computed by dividing the NAVD 88
 GB1577.geopotential number by the normal gravity value computed on the
 GB1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1577.degrees latitude (g = 980.6199 gals.).
 GB1577
 GB1577.The modeled gravity was interpolated from observed gravity values.
 GB1577
 GB1577;                    North         East    Units  Estimated Accuracy
 GB1577;SPC TN       -   247,070.      649,760.      MT  (+/- 180 meters Scaled)
 GB1577
 GB1577                          SUPERSEDED SURVEY CONTROL
 GB1577
 GB1577  NGVD 29 (??/??/??)  296.17   (m)          971.7    (f) RESET       3  
 GB1577
 GB1577.Superseded values are not recommended for survey control.
 GB1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1577.See file dsdata.txt to determine how the superseded data were derived.
 GB1577
 GB1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF392470(NAD 83)
 GB1577_MARKER: DR = REFERENCE MARK DISK
 GB1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1577_STAMPING: DEW AZI 1966
 GB1577_MARK LOGO: TNHD  
 GB1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1577+STABILITY: SURFACE MOTION
 GB1577
 GB1577  HISTORY     - Date     Condition        Report By
 GB1577  HISTORY     - 1966     MONUMENTED       TNHD
 GB1577
 GB1577                          STATION DESCRIPTION
 GB1577
 GB1577'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1577'3.5 MI NE FROM CELINA.
 GB1577'FROM THE SOUTHEAST CORNER OF THE CLAY COUNTY COURTHOUSE IN
 GB1577'CELINA, GO EAST ON STATE ROUTE 52 FOR ONE BLOCK TO THE JUNCTION
 GB1577'OF STATE ROUTE 52 AND 53, CONTINUE EASTERLY ON STATE ROUTE 53
 GB1577'FOR 5.8 MILES TO THE MARK ON THE RIGHT, 29 FEET EAST OF THE
 GB1577'APPROXIMATE CENTER OF STATE ROUTE 53 AND 3.6 FEET NORTHWEST OF
 GB1577'A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A
 GB1577'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1576 ***********************************************************************
 GB1576  DESIGNATION -  DEW RM 1
 GB1576  PID         -  GB1576
 GB1576  STATE/COUNTY-  TN/CLAY
 GB1576  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1576
 GB1576                         *CURRENT SURVEY CONTROL
 GB1576  ___________________________________________________________________
 GB1576* NAD 83(1986)-  36 33 38.     (N)    085 26 39.     (W)     SCALED    
 GB1576* NAVD 88     -       308.002  (meters)    1010.50   (feet)  ADJUSTED  
 GB1576  ___________________________________________________________________
 GB1576  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1576  DYNAMIC HT  -         307.737 (meters)    1009.63  (feet)  COMP
 GB1576  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GB1576
 GB1576  VERT ORDER  -  SECOND    CLASS 0
 GB1576
 GB1576.The horizontal coordinates were scaled from a topographic map and have
 GB1576.an estimated accuracy of +/- 6 seconds.
 GB1576
 GB1576.The orthometric height was determined by differential leveling
 GB1576.and adjusted by the National Geodetic Survey in June 1991..
 GB1576
 GB1576.The geoid height was determined by GEOID03.
 GB1576
 GB1576.The dynamic height is computed by dividing the NAVD 88
 GB1576.geopotential number by the normal gravity value computed on the
 GB1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1576.degrees latitude (g = 980.6199 gals.).
 GB1576
 GB1576.The modeled gravity was interpolated from observed gravity values.
 GB1576
 GB1576;                    North         East    Units  Estimated Accuracy
 GB1576;SPC TN       -   247,260.      649,760.      MT  (+/- 180 meters Scaled)
 GB1576
 GB1576                          SUPERSEDED SURVEY CONTROL
 GB1576
 GB1576  NGVD 29 (??/??/92)  308.106  (m)         1010.84   (f) ADJ UNCH    2 0
 GB1576
 GB1576.Superseded values are not recommended for survey control.
 GB1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1576.See file dsdata.txt to determine how the superseded data were derived.
 GB1576
 GB1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF392472(NAD 83)
 GB1576_MARKER: DR = REFERENCE MARK DISK
 GB1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1576_STAMPING: DEW RM-1 1966
 GB1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1576+STABILITY: SURFACE MOTION
 GB1576
 GB1576  HISTORY     - Date     Condition        Report By
 GB1576  HISTORY     - 1966     MONUMENTED       TNHD
 GB1576
 GB1576                          STATION DESCRIPTION
 GB1576
 GB1576'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1576'3.5 MI NE FROM CELINA.
 GB1576'AT THE DEW 1966 STATION SITE, 56 FEET NORTHEAST OF THE APPROXIMATE
 GB1576'CENTER OF A GRAVELED DRIVE, 47.04 FEET SOUTHEAST OF THE
 GB1576'STATION MARK AND 43 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB1576'STATE ROUTE 53.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1576'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1574 ***********************************************************************
 GB1574  DESIGNATION -  DEW RM 2
 GB1574  PID         -  GB1574
 GB1574  STATE/COUNTY-  TN/CLAY
 GB1574  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1574
 GB1574                         *CURRENT SURVEY CONTROL
 GB1574  ___________________________________________________________________
 GB1574* NAD 83(1986)-  36 33 38.     (N)    085 26 39.     (W)     SCALED    
 GB1574* NAVD 88     -       310.155  (meters)    1017.57   (feet)  ADJUSTED  
 GB1574  ___________________________________________________________________
 GB1574  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1574  DYNAMIC HT  -         309.888 (meters)    1016.69  (feet)  COMP
 GB1574  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GB1574
 GB1574  VERT ORDER  -  SECOND    CLASS 0
 GB1574
 GB1574.The horizontal coordinates were scaled from a topographic map and have
 GB1574.an estimated accuracy of +/- 6 seconds.
 GB1574
 GB1574.The orthometric height was determined by differential leveling
 GB1574.and adjusted by the National Geodetic Survey in June 1991..
 GB1574
 GB1574.The geoid height was determined by GEOID03.
 GB1574
 GB1574.The dynamic height is computed by dividing the NAVD 88
 GB1574.geopotential number by the normal gravity value computed on the
 GB1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1574.degrees latitude (g = 980.6199 gals.).
 GB1574
 GB1574.The modeled gravity was interpolated from observed gravity values.
 GB1574
 GB1574;                    North         East    Units  Estimated Accuracy
 GB1574;SPC TN       -   247,260.      649,760.      MT  (+/- 180 meters Scaled)
 GB1574
 GB1574                          SUPERSEDED SURVEY CONTROL
 GB1574
 GB1574  NGVD 29 (??/??/92)  310.259  (m)         1017.91   (f) ADJ UNCH    2 0
 GB1574
 GB1574.Superseded values are not recommended for survey control.
 GB1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1574.See file dsdata.txt to determine how the superseded data were derived.
 GB1574
 GB1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF392472(NAD 83)
 GB1574_MARKER: DR = REFERENCE MARK DISK
 GB1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1574_STAMPING: DEW RM-2 1966
 GB1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1574+STABILITY: SURFACE MOTION
 GB1574
 GB1574  HISTORY     - Date     Condition        Report By
 GB1574  HISTORY     - 1966     MONUMENTED       TNHD
 GB1574
 GB1574                          STATION DESCRIPTION
 GB1574
 GB1574'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1574'3.5 MI NE FROM CELINA.
 GB1574'AT THE DEW 1966 STATION SITE, 42.00 FEET NORTH OF THE STATION
 GB1574'MARK, 41 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE
 GB1574'ROUTE 53 AND ABOUT 5 FEET HIGHER THAN THE LEVEL OF THE PAVEMENT.
 GB1574'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1574'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2584 ***********************************************************************
 GC2584  DESIGNATION -  DICKHUM
 GC2584  PID         -  GC2584
 GC2584  STATE/COUNTY-  TN/HUMPHREYS
 GC2584  USGS QUAD   -  RUSKIN (1981)
 GC2584
 GC2584                         *CURRENT SURVEY CONTROL
 GC2584  ___________________________________________________________________
 GC2584* NAD 83(1995)-  36 08 14.79283(N)    087 33 07.19816(W)     ADJUSTED  
 GC2584* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 GC2584  ___________________________________________________________________
 GC2584  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GC2584  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GC2584
 GC2584  HORZ ORDER  -  SECOND
 GC2584
 GC2584.The horizontal coordinates were established by classical geodetic methods
 GC2584.and adjusted by the National Geodetic Survey in April 1999..
 GC2584
 GC2584.The orthometric height was scaled from a topographic map.
 GC2584
 GC2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2584
 GC2584.The geoid height was determined by GEOID03.
 GC2584
 GC2584;                    North         East     Units Scale Factor Converg.
 GC2584;SPC TN       -   201,272.990   460,320.329   MT  0.99996238   -0 54 31.0
 GC2584;SPC TN       -   660,343.13  1,510,234.28   sFT  0.99996238   -0 54 31.0
 GC2584;UTM  16      - 3,999,334.092   450,335.832   MT  0.99963039   -0 19 31.9
 GC2584
 GC2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2584!SPC TN       -   0.99996200  x   0.99996238  =   0.99992438
 GC2584!UTM  16      -   0.99996200  x   0.99963039  =   0.99959240
 GC2584
 GC2584|---------------------------------------------------------------------|
 GC2584| PID    Reference Object                     Distance      Geod. Az  |
 GC2584|                                                           dddmmss.s |
 GC2584| CG5241 DICKHUM RM 1                         44.559 METERS 07236     |
 GC2584| CG5242 DICKHUM RM 2                         53.087 METERS 30113     |
 GC2584| CG5240 DICKHUM AZ MK                                      3131029.6 |
 GC2584|---------------------------------------------------------------------|
 GC2584
 GC2584                          SUPERSEDED SURVEY CONTROL
 GC2584
 GC2584  NAD 83(1995)-  36 08 14.79438(N)    087 33 07.20126(W) AD(       ) 2
 GC2584  NAD 83(1995)-  36 08 14.79563(N)    087 33 07.20219(W) AD(       ) 2
 GC2584  NAD 83(1986)-  36 08 14.80284(N)    087 33 07.20028(W) AD(       ) 2
 GC2584  NAD 27      -  36 08 14.58800(N)    087 33 07.14700(W) AD(       ) 2
 GC2584
 GC2584.Superseded values are not recommended for survey control.
 GC2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2584.See file dsdata.txt to determine how the superseded data were derived.
 GC2584
 GC2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5033699334(NAD 83)
 GC2584_MARKER: DS = TRIANGULATION STATION DISK
 GC2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2584_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2584
 GC2584  HISTORY     - Date     Condition        Report By
 GC2584  HISTORY     - 1934     MONUMENTED       CGS
 GC2584  HISTORY     - 1953     GOOD             CGS
 GC2584  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 GC2584  HISTORY     - 1975     MARK NOT FOUND   NGS
 GC2584
 GC2584                          STATION DESCRIPTION
 GC2584
 GC2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2584'NEAR DICKSON-HUMPHREYS COUNTY LINE, ABOUT 5 MILES EAST-NORTHEAST OF
 GC2584'MCEWEN, 3-1/2 MILES NORTH-NORTHWEST OF TENNESSEE CITY, ON
 GC2584'RIGHT-OF-WAY OF STATE ROUTE 1, IN CLEARED AREA SOUTH OF COUNTY-LINE
 GC2584'SIGN, 34 FEET SOUTH OF CENTER LINE OF ROUTE 1, AND 76.1 FEET
 GC2584'SOUTH OF 20-INCH LONE BLACK-OAK TREE.  TO REACH FROM JUNCTION OF
 GC2584'STATE ROUTE 48 AND U.S. ROUTE 70 AT DICKSON, GO WEST 0.9 MILE ON U.S.
 GC2584'ROUTE 70, TURN RIGHT ONTO ASPHALT ROAD (STATE ROUTE 1) AT WEST END
 GC2584'SERVICE STATION AND FOLLOW IT 11.5 MILES TO DICKSON-HUMPHREYS COUNTY
 GC2584'LINE AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2584'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GC2584'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 GC2584'IN SMALL ORCHARD, 2 FEET WEST OF FENCE CORNER, 25 FEET NORTH OF
 GC2584'CENTER LINE OF ROUTE 1, AND 146.19 FEET FROM STATION.
 GC2584'NO. 2 IS AT EDGE OF CULTIVATED FIELD, 23 FEET NORTH OF
 GC2584'CENTER LINE OF ROUTE 1, 174.17 FEET FROM STATION.
 GC2584'AZIMUTH MARK IS IN CLEARED FIELD, 18 FEET NORTH OF CENTER
 GC2584'LINE OF FARM ROAD, 135 FEET WEST OF LONE 10-INCH HICKORY TREE,
 GC2584'ABOUT 100 FEET SOUTH OF WOODS, AND 0.4 MILE FROM STATION.
 GC2584'TENNESSEE CITY, FIRE LOOKOUT TOWER,
 GC2584'IS 2.9 MILES FROM STATION.
 GC2584
 GC2584                          STATION RECOVERY (1953)
 GC2584
 GC2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2584'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GC2584'GOOD CONDITION.  THE DISTANCE AND THE DIRECTION TO ALL MARKS
 GC2584'CHECKED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2584'
 GC2584'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF MC EWEN AND IS ON
 GC2584'ROAD RIGHT-OF-WAY.  IT IS 57 FEET SOUTHWEST OF THE INTERSECTION OF
 GC2584'A GRAVEL T ROAD, 16 FEET NORTH OF A THREE FORKED LOCUST TREE AND 5
 GC2584'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 GC2584'8 INCHES AND THE DISK IS STAMPED DICKHUM 1934.
 GC2584'
 GC2584'REFERENCE MARK NO. 1 IS 146.19 FEET NORTHEAST OF THE STATION AND 25
 GC2584'FEET NORTH OF CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS ABOUT 8
 GC2584'INCHES AND THE DISK IS STAMPED DICKHUM NO 1 1934.
 GC2584'
 GC2584'REFERENCE MARK NO. 2 IS 174.17 FEET NORTHWEST OF THE STATION, 20 FEET
 GC2584'NORTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTH OF A FENCE
 GC2584'LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GC2584'DICKHUM NO 2 1934.
 GC2584'
 GC2584'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE STATION, 20
 GC2584'FEET WEST OF THE CENTER OF A DIRT ROAD AND 6 FEET WEST OF A WHITE
 GC2584'WITNESS POST AND A FENCE LINE.  THE MARK PROJECTS ABOUT 12 INCHES AND
 GC2584'THE DISK IS STAMPED DICKHUM AZI 1934.
 GC2584'
 GC2584'TO REACH THE STATION FROM THE INTERSECTION OF A RAILROAD CROSSING AND
 GC2584'A PAVED STREET WHICH IS ABOUT 300 FEET WEST OF THE RAILROAD DEPOT
 GC2584'IN MC EWEN, GO NORTH ON PAVED STREET FOR 0.1 MILE TO A PAVED
 GC2584'CROSSSTREET, TURN RIGHT AND GO EAST ON PAVED AND GRAVEL ROAD FOR
 GC2584'1.25 MILES TO A GRAVEL CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO
 GC2584'2.0 MILES TO A Y INTERSECTION, TURN RIGHT AND GO 2.45
 GC2584'MILES TO A SIDE ROAD LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC2584'
 GC2584'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON GRAVEL
 GC2584'ROAD FOR 0.2 MILE TO A REVERSE Y, TURN LEFT ON DIRT ROAD FOR 0.1
 GC2584'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2584'
 GC2584'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS
 GC2584
 GC2584                          STATION RECOVERY (1972)
 GC2584
 GC2584'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JE)
 GC2584'DICKHUM STATION MARK NOT FOUND.
 GC2584'
 GC2584'RM-MARK NO. 1 - NOT FOUND.
 GC2584'RM.-MARK NO. 2 - NOT FOUND.
 GC2584'
 GC2584'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 5.0 MI. EAST-NORTHEAST
 GC2584'OF MCEWEN.
 GC2584
 GC2584                          STATION RECOVERY (1975)
 GC2584
 GC2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2584'A SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND.  THE ROAD HAS
 GC2584'BEEN WIDENED AND IT IS ASSUMED THAT BOTH REFERENCE MARKS WERE
 GC2584'DESTROYED BY GRADING.  IT IS POSSIBLE THAT THE UNDERGROUND STATION
 GC2584'MARK MAY STILL BE IN PLACE BUT THE SITE IS COVERED BY POISON IVY
 GC2584'AND THERE WAS BUT 1 REFERENCE POINT LEFT.
 GC2584'
 GC2584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GC2584'NORTHEAST OF MCEWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2737 ***********************************************************************
 GC2737  DESIGNATION -  DICKPORT
 GC2737  PID         -  GC2737
 GC2737  STATE/COUNTY-  TN/DICKSON
 GC2737  USGS QUAD   -  VANLEER (1983)
 GC2737
 GC2737                         *CURRENT SURVEY CONTROL
 GC2737  ___________________________________________________________________
 GC2737* NAD 83(1995)-  36 07 43.13333(N)    087 25 49.01984(W)     ADJUSTED  
 GC2737* NAVD 88     -       263.2    (meters)     864.     (feet)  VERTCON   
 GC2737  ___________________________________________________________________
 GC2737  X           -     231,249.185 (meters)                     COMP
 GC2737  Y           -  -5,152,597.986 (meters)                     COMP
 GC2737  Z           -   3,739,869.029 (meters)                     COMP
 GC2737  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GC2737  ELLIP HEIGHT-         234.41  (meters)          (04/12/99) GPS OBS
 GC2737  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GC2737
 GC2737  HORZ ORDER  -  THIRD
 GC2737  ELLP ORDER  -  FOURTH    CLASS I
 GC2737
 GC2737.This mark is at Dickson Airport (M02)
 GC2737
 GC2737.The horizontal coordinates were established by GPS observations
 GC2737.and adjusted by the National Geodetic Survey in April 1999..
 GC2737
 GC2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2737
 GC2737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2737
 GC2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2737
 GC2737.The ellipsoidal height was determined by GPS observations
 GC2737.and is referenced to NAD 83.
 GC2737
 GC2737.The geoid height was determined by GEOID03.
 GC2737
 GC2737;                    North         East     Units Scale Factor Converg.
 GC2737;SPC TN       -   200,130.397   471,259.691   MT  0.99996158   -0 50 14.4
 GC2737;SPC TN       -   656,594.48  1,546,124.50   sFT  0.99996158   -0 50 14.4
 GC2737;UTM  16      - 3,998,303.284   461,282.562   MT  0.99961847   -0 15 13.3
 GC2737
 GC2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2737!SPC TN       -   0.99996321  x   0.99996158  =   0.99992479
 GC2737!UTM  16      -   0.99996321  x   0.99961847  =   0.99958170
 GC2737
 GC2737                          SUPERSEDED SURVEY CONTROL
 GC2737
 GC2737  NAD 83(1995)-  36 07 43.13443(N)    087 25 49.02267(W) AD(       ) 3
 GC2737  NAD 83(1995)-  36 07 43.13443(N)    087 25 49.02267(W) AD(       ) 3
 GC2737  NGVD 29 (09/17/90)  263.2    (m)          864.     (f) GPS OBS        
 GC2737
 GC2737.Superseded values are not recommended for survey control.
 GC2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2737.See file dsdata.txt to determine how the superseded data were derived.
 GC2737
 GC2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6128398303(NAD 83)
 GC2737_MARKER: I = METAL ROD
 GC2737_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2737_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2737+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1989
 GC2737
 GC2737  HISTORY     - Date     Condition        Report By
 GC2737  HISTORY     - 1987     MONUMENTED       NGS
 GC2737  HISTORY     - 19890518 GOOD
 GC2737
 GC2737                          STATION DESCRIPTION
 GC2737
 GC2737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2737'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 46 NORTH AND US HIGHWAY
 GC2737'70 WEST BY PASS FROM THE JUNCTION OF STATE HIGHWAY 70 BY PASS AND
 GC2737'HARDEES RESTAURANT IN DICKSON, TO THE JUNCTION OF STATE HIGHWAY
 GC2737'46, THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 235 TO THE JUNCTION
 GC2737'OF ENTRANCE ROAD TO AIRPORT, THENCE 0.05 MILE EAST ALONG ENTRANCE
 GC2737'ROAD TO THE OFFICE OF THE DICKSON MUNICIPAL AIRPORT, CONTINUE
 GC2737'EASTERLY ACROSS TAXI APRON AND FIELD FOR 0.10 MILE TO MARK NEAR A
 GC2737'WIND SOCK, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 23.0 FEET TO
 GC2737'REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED
 GC2737'1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND
 GC2737'---STAMPED DICKPORT 1987, 1 INCH BELOW GROUND, WITH A RAILROAD SPIKE
 GC2737'IN CONCRETE, 190. 5 FEET NORTHEAST OF A STEEL POLE FOR A WIND SOCK,
 GC2737'266.0 FEET SOUTHWEST OF A CONCRETE CULVERT WITH HEAD WALL, 58.0 FEET
 GC2737'SOUTHWEST OF SOUTHWEST EDGE OF RUNWAY, AND 1.0 FOOT SOUTH OF A
 GC2737'FIBERGLASS WITNESS POST.
 GC2737'
 GC2737'NOTE-- NOTIFY ARNOLD AND CHARLENE BLANKENSHIP (OWNERS) AT
 GC2737'615 446 5962 BEFORE WORKING ON AIRPORT.
 GC2737
 GC2737                          STATION RECOVERY (1989)
 GC2737
 GC2737'RECOVERED 1989
 GC2737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2738 ***********************************************************************
 GC2738  DESIGNATION -  DICKPORT AZ MK
 GC2738  PID         -  GC2738
 GC2738  STATE/COUNTY-  TN/DICKSON
 GC2738  USGS QUAD   -  VANLEER (1983)
 GC2738
 GC2738                         *CURRENT SURVEY CONTROL
 GC2738  ___________________________________________________________________
 GC2738* NAD 83(1995)-  36 08 05.15334(N)    087 25 52.53281(W)     ADJUSTED  
 GC2738* NAVD 88     -       271.4    (meters)     890.     (feet)  VERTCON   
 GC2738  ___________________________________________________________________
 GC2738  X           -     231,143.787 (meters)                     COMP
 GC2738  Y           -  -5,152,208.687 (meters)                     COMP
 GC2738  Z           -   3,740,422.028 (meters)                     COMP
 GC2738  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GC2738  ELLIP HEIGHT-         242.56  (meters)          (04/12/99) GPS OBS
 GC2738  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC2738
 GC2738  HORZ ORDER  -  THIRD
 GC2738  ELLP ORDER  -  FOURTH    CLASS I
 GC2738
 GC2738.This mark is at Dickson Airport (M02)
 GC2738
 GC2738.The horizontal coordinates were established by GPS observations
 GC2738.and adjusted by the National Geodetic Survey in April 1999..
 GC2738
 GC2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2738
 GC2738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2738
 GC2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2738
 GC2738.The ellipsoidal height was determined by GPS observations
 GC2738.and is referenced to NAD 83.
 GC2738
 GC2738.The geoid height was determined by GEOID03.
 GC2738
 GC2738;                    North         East     Units Scale Factor Converg.
 GC2738;SPC TN       -   200,810.298   471,181.788   MT  0.99996213   -0 50 16.5
 GC2738;SPC TN       -   658,825.12  1,545,868.92   sFT  0.99996213   -0 50 16.5
 GC2738;UTM  16      - 3,998,982.123   461,197.767   MT  0.99961855   -0 15 15.5
 GC2738
 GC2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2738!SPC TN       -   0.99996193  x   0.99996213  =   0.99992406
 GC2738!UTM  16      -   0.99996193  x   0.99961855  =   0.99958050
 GC2738
 GC2738                          SUPERSEDED SURVEY CONTROL
 GC2738
 GC2738  NAD 83(1995)-  36 08 05.15444(N)    087 25 52.53565(W) AD(       ) 3
 GC2738  NAD 83(1995)-  36 08 05.15444(N)    087 25 52.53565(W) AD(       ) 3
 GC2738  NGVD 29 (09/17/90)  271.4    (m)          890.     (f) GPS OBS        
 GC2738
 GC2738.Superseded values are not recommended for survey control.
 GC2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2738.See file dsdata.txt to determine how the superseded data were derived.
 GC2738
 GC2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6119898982(NAD 83)
 GC2738_MARKER: I = METAL ROD
 GC2738_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2738_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2738+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1989
 GC2738
 GC2738  HISTORY     - Date     Condition        Report By
 GC2738  HISTORY     - 1987     MONUMENTED       NGS
 GC2738  HISTORY     - 19890518 GOOD
 GC2738
 GC2738                          STATION DESCRIPTION
 GC2738
 GC2738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2738'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 46 NORTH AND US HIGHWAY 70
 GC2738'WEST BY PASS FROM THE JUNCTION OF STATE HIGHWAY 46, US HIGHWAY 70 BY
 GC2738'PASS AND HARDEES RESTAURANT IN DICKSON, TO THE JUNCTION OF STATE
 GC2738'HIGHWAY 46, THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 46 TO THE
 GC2738'JUNCTION OF ENTRANCE ROAD TO AIRPORT, THENCE NORTH ALONG STATE HIGHWAY
 GC2738'5 TO THE JUNCTION OF ENTRANCE ROAD TO AIRPORT, THENCE 0.05 MILE23*
 GC2738'EAST ALONG ENTRANCE ROAD TO THE OFFICE OF THE DICKSON MUNICIPAL
 GC2738'AIRPORT THENCE 0.20 MILE NORTHEAST ALONG TAXIWAY TO THE JUNCTION
 GC2738'OF THE RUNWAY, THENCE 0.25 MILE NORTH ALONG WEST SIDE OF RUNWAY
 GC2738'END OF RUNWAY AND MARK, A 3-D MARK, A STAINLESS STEEL ROD DRIVE
 GC2738'11.0 FEET TO REFUSAL, 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT
 GC2738'GREASED FILE 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH A
 GC2738'LOGO CAP AND ---STAMPED DICKPORT AZ MK 1987, I INCH BELOW GROUND,
 GC2738'WITH A RAILROAD SPIKE IN CONCRETE, 30.5 FEET WEST OF THE MOST WESTERLY
 GC2738'ONE OF FOUR RUNWAY LIGHTS ON WEST SIDE OF RUNWAY 40.0 FEET SOUTHWEST
 GC2738'OF SOUTHWEST EDGE OF EXTENDED RUNWAY, 38.3 FEET NORTHWEST CORNER OF
 GC2738'A CONCRETE BASE WITH A PIPE IN THE MIDDLE, 42.0 FEET NORTHWEST OF
 GC2738'NORTHWEST CORNER OF RUNWAY, AND 1.5 FEET SOUTH OF A FIBERGLASS
 GC2738'WITNESS POST.
 GC2738
 GC2738                          STATION RECOVERY (1989)
 GC2738
 GC2738'RECOVERED 1989
 GC2738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0451 ***********************************************************************
 FD0451  DESIGNATION -  DICKSON
 FD0451  PID         -  FD0451
 FD0451  STATE/COUNTY-  TN/GILES
 FD0451  USGS QUAD   -  ELKTON (1982)
 FD0451
 FD0451                         *CURRENT SURVEY CONTROL
 FD0451  ___________________________________________________________________
 FD0451* NAD 83(1995)-  35 02 32.37499(N)    086 52 39.55345(W)     ADJUSTED  
 FD0451* NAVD 88     -       216.221  (meters)     709.39   (feet)  ADJUSTED  
 FD0451  ___________________________________________________________________
 FD0451  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FD0451  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0451  DYNAMIC HT  -         216.019 (meters)     708.72  (feet)  COMP
 FD0451  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0451
 FD0451  HORZ ORDER  -  SECOND
 FD0451  VERT ORDER  -  SECOND    CLASS 0
 FD0451
 FD0451.The horizontal coordinates were established by classical geodetic methods
 FD0451.and adjusted by the National Geodetic Survey in April 1999..
 FD0451
 FD0451.The orthometric height was determined by differential leveling
 FD0451.and adjusted by the National Geodetic Survey in June 1991..
 FD0451
 FD0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0451
 FD0451.The geoid height was determined by GEOID03.
 FD0451
 FD0451.The dynamic height is computed by dividing the NAVD 88
 FD0451.geopotential number by the normal gravity value computed on the
 FD0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0451.degrees latitude (g = 980.6199 gals.).
 FD0451
 FD0451.The modeled gravity was interpolated from observed gravity values.
 FD0451
 FD0451;                    North         East     Units Scale Factor Converg.
 FD0451;SPC TN       -    79,023.158   519,919.494   MT  1.00004314   -0 30 49.7
 FD0451;SPC TN       -   259,261.81  1,705,769.21   sFT  1.00004314   -0 30 49.7
 FD0451;UTM  16      - 3,877,743.757   511,158.550   MT  0.99960153   +0 04 12.9
 FD0451
 FD0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0451!SPC TN       -   0.99997040  x   1.00004314  =   1.00001354
 FD0451!UTM  16      -   0.99997040  x   0.99960153  =   0.99957194
 FD0451
 FD0451|---------------------------------------------------------------------|
 FD0451| PID    Reference Object                     Distance      Geod. Az  |
 FD0451|                                                           dddmmss.s |
 FD0451| FD0450 DICKSON RM 1                         10.878 METERS 11732     |
 FD0451| FD0452 DICKSON RM 2                          9.403 METERS 29654     |
 FD0451| FD0447 ELK                                 APPROX. 1.5 KM 3494405.8 |
 FD0451|---------------------------------------------------------------------|
 FD0451
 FD0451                          SUPERSEDED SURVEY CONTROL
 FD0451
 FD0451  NAD 83(1995)-  35 02 32.37604(N)    086 52 39.55351(W) AD(       ) 2
 FD0451  NAD 83(1995)-  35 02 32.37933(N)    086 52 39.55611(W) AD(       ) 2
 FD0451  NAD 83(1986)-  35 02 32.38249(N)    086 52 39.55497(W) AD(       ) 2
 FD0451  NAD 27      -  35 02 32.08550(N)    086 52 39.54550(W) AD(       ) 2
 FD0451  NGVD 29 (??/??/92)  216.189  (m)          709.28   (f) ADJ UNCH    2 0
 FD0451
 FD0451.Superseded values are not recommended for survey control.
 FD0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0451.See file dsdata.txt to determine how the superseded data were derived.
 FD0451
 FD0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1115977744(NAD 83)
 FD0451_MARKER: DE = TRAVERSE STATION DISK
 FD0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0451_STAMPING: DICKSON 1960
 FD0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0451+STABILITY: SURFACE MOTION
 FD0451
 FD0451  HISTORY     - Date     Condition        Report By
 FD0451  HISTORY     - 1960     MONUMENTED       CGS
 FD0451  HISTORY     - 1960     GOOD             CGS
 FD0451
 FD0451                          STATION DESCRIPTION
 FD0451
 FD0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0451'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF ARDMORE, 1 MILE
 FD0451'SOUTHEAST OF ELKTON, AT
 FD0451'THE NORTH END OF A CULTIVATED FIELD AND ON PROPERTY OWNED
 FD0451'BY MR O C GARDNER.
 FD0451'
 FD0451'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO SOUTH ON
 FD0451'PAVED ROAD FOR 0.3 MILE TO U
 FD0451'S HIGHWAY 31, TURN LEFT, SOUTH, FOR 0.2 MILE TO A
 FD0451'GRAVELED ROAD ON THE LEFT JUST
 FD0451'ACROSS THE ELK RIVER BRIDGE, TURN
 FD0451'LEFT, EAST, FOR 0.25 MILE TO A FORK, TURN RIGHT,
 FD0451'SOUTH, FOR 0.25 MILE
 FD0451'TO A CURVE IN THE MAIN ROAD AND TRACK ROAD STRAIGHT AHEAD, CONTINUE
 FD0451'STRAIGHT AHEAD,
 FD0451'SOUTH, FOR 0.1 MILE TO WIRE GATE, PASS THROUGH GATE
 FD0451'AND GO SOUTHERLY FOR 0.15 MILE TO
 FD0451'A WIRE FENCE AT THE TOP OF SADDLE
 FD0451'AND THE STATION ON THE RIGHT.
 FD0451'
 FD0451'STATION MARK IS 93 FEET WEST OF THE CENTER OF THE TRACK ROAD, 2.2
 FD0451'FEET NORTHEAST OF
 FD0451'THE WITNESS SIGN AND 1 FOOT NORTH OF THE WIRE FENCE.
 FD0451'THE MARK IS A STANDARD TRAVERSE
 FD0451'DISK SET IN THE TOP OF A CONCRETE
 FD0451'POST, SET FLUSH AND IS STAMPED DICKSON 1960.
 FD0451'
 FD0451'REFERENCE MARK NO 1 IS 56 FEET WEST OF THE CENTER OF THE TRACK ROAD
 FD0451'AND 1 FOOT NORTH OF THE
 FD0451'WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP
 FD0451'OF A CONCRETE POST, SET FLUSH
 FD0451'AND IS STAMPED DICKSON NO 1 1960.
 FD0451'
 FD0451'REFERENCE MARK NO 2 IS 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK IS A
 FD0451'STANDARD DISK SET IN THE
 FD0451'TOP OF A CONCRETE POST, SET FLUSH AND IS STAMPED
 FD0451'DICKSON NO 2 1960.
 FD0451'
 FD0451'TRAVERSE STATION ELK WELL SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0451'THEREOF.
 FD0451
 FD0451                          STATION RECOVERY (1960)
 FD0451
 FD0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0451'1.7 MI S FROM ELKTON.
 FD0451'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0451'STREET, THEN 0.9 MILE SOUTH ON U.S. HIGHWAY 31, THEN 0.4 MILE
 FD0451'EAST ON A PAVED AND GRAVEL ROAD, THEN ABOUT 0.1 MILE NORTH ON
 FD0451'A PRIVATE DRIVE TO A HOUSE, CONTINUE NORTH ON A TRACK ROAD PAST
 FD0451'THE HOUSE FOR ABOUT 0.2 MILE TO THE STATION SET ON THE EASTERN
 FD0451'SLOPE OF A HILL.  THE STATION MARK IS 93 FT. WEST OF THE CENTER
 FD0451'OF THE TRACK ROAD, 2.2 FT. NORTHEAST OF A WITNESS SIGN AND 1 FT.
 FD0451'NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0451'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1357 ***********************************************************************
 GC1357  DESIGNATION -  DICKSON
 GC1357  PID         -  GC1357
 GC1357  STATE/COUNTY-  TN/DICKSON
 GC1357  USGS QUAD   -  DICKSON (1986)
 GC1357
 GC1357                         *CURRENT SURVEY CONTROL
 GC1357  ___________________________________________________________________
 GC1357* NAD 83(1986)-  36 04 35.     (N)    087 23 18.     (W)     SCALED    
 GC1357* NAVD 88     -       246.649  (meters)     809.21   (feet)  ADJUSTED  
 GC1357  ___________________________________________________________________
 GC1357  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1357  DYNAMIC HT  -         246.432 (meters)     808.50  (feet)  COMP
 GC1357  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GC1357
 GC1357  VERT ORDER  -  FIRST     CLASS II
 GC1357
 GC1357.The horizontal coordinates were scaled from a topographic map and have
 GC1357.an estimated accuracy of +/- 6 seconds.
 GC1357
 GC1357.The orthometric height was determined by differential leveling
 GC1357.and adjusted by the National Geodetic Survey in June 1991..
 GC1357
 GC1357.The geoid height was determined by GEOID03.
 GC1357
 GC1357.The dynamic height is computed by dividing the NAVD 88
 GC1357.geopotential number by the normal gravity value computed on the
 GC1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1357.degrees latitude (g = 980.6199 gals.).
 GC1357
 GC1357.The modeled gravity was interpolated from observed gravity values.
 GC1357
 GC1357;                    North         East    Units  Estimated Accuracy
 GC1357;SPC TN       -   194,280.      474,950.      MT  (+/- 180 meters Scaled)
 GC1357
 GC1357                          SUPERSEDED SURVEY CONTROL
 GC1357
 GC1357  NGVD 29 (??/??/92)  246.644  (m)          809.20   (f) ADJ UNCH    1 2
 GC1357
 GC1357.Superseded values are not recommended for survey control.
 GC1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1357.See file dsdata.txt to determine how the superseded data were derived.
 GC1357
 GC1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE650924(NAD 83)
 GC1357_MARKER: DB = BENCH MARK DISK
 GC1357_SETTING: 0 = UNSPECIFIED SETTING
 GC1357_STAMPING: 809.487 DICKSON 1933
 GC1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1357
 GC1357  HISTORY     - Date     Condition        Report By
 GC1357  HISTORY     - 1933     MONUMENTED       CGS
 GC1357  HISTORY     - 1948     GOOD             NGS
 GC1357  HISTORY     - 1977     MARK NOT FOUND   NGS
 GC1357
 GC1357                          STATION DESCRIPTION
 GC1357
 GC1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1357'AT DICKSON.
 GC1357'AT DICKSON, DICKSON COUNTY, IN THE EAST STONE WALL OF THE FIRST
 GC1357'NATIONAL BANK, 5 FEET SOUTH OF THE MAIN DOOR, AND 2 FEET ABOVE
 GC1357'THE WALK.  A STANDARD DISK, STAMPED 809.487 DICKSON 1933 AND
 GC1357'SET VERTICALLY.
 GC1357
 GC1357                          STATION RECOVERY (1977)
 GC1357
 GC1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GC1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2398 ***********************************************************************
 GB2398  DESIGNATION -  DICKSON
 GB2398  PID         -  GB2398
 GB2398  STATE/COUNTY-  TN/OVERTON
 GB2398  USGS QUAD   -  OKALONA (1979)
 GB2398
 GB2398                         *CURRENT SURVEY CONTROL
 GB2398  ___________________________________________________________________
 GB2398* NAD 83(1995)-  36 16 33.46153(N)    085 15 38.79171(W)     ADJUSTED  
 GB2398* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 GB2398  ___________________________________________________________________
 GB2398  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 GB2398  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GB2398
 GB2398  HORZ ORDER  -  FIRST
 GB2398
 GB2398.The horizontal coordinates were established by classical geodetic methods
 GB2398.and adjusted by the National Geodetic Survey in April 1999..
 GB2398
 GB2398.The orthometric height was scaled from a topographic map.
 GB2398
 GB2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2398
 GB2398.The geoid height was determined by GEOID03.
 GB2398
 GB2398;                    North         East     Units Scale Factor Converg.
 GB2398;SPC TN       -   215,786.277   666,416.136   MT  0.99997807   +0 25 58.0
 GB2398;SPC TN       -   707,958.81  2,186,400.27   sFT  0.99997807   +0 25 58.0
 GB2398;UTM  16      - 4,015,960.389   656,211.488   MT  0.99990066   +1 01 45.3
 GB2398
 GB2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2398!SPC TN       -   0.99991395  x   0.99997807  =   0.99989203
 GB2398!UTM  16      -   0.99991395  x   0.99990066  =   0.99981462
 GB2398
 GB2398|---------------------------------------------------------------------|
 GB2398| PID    Reference Object                     Distance      Geod. Az  |
 GB2398|                                                           dddmmss.s |
 GB2398| CG5244 DICKSON RM 1                                       13551     |
 GB2398| GB2399 DICKSON AZ MK                        43.943 METERS 21342     |
 GB2398| CG5243 DICKSON AZ MK 2                                    2725338.2 |
 GB2398| CG5245 DICKSON RM 2                         21.058 METERS 32438     |
 GB2398|---------------------------------------------------------------------|
 GB2398
 GB2398                          SUPERSEDED SURVEY CONTROL
 GB2398
 GB2398  NAD 83(1995)-  36 16 33.46333(N)    085 15 38.79360(W) AD(       ) 1
 GB2398  NAD 83(1995)-  36 16 33.46945(N)    085 15 38.79495(W) AD(       ) 1
 GB2398  NAD 83(1986)-  36 16 33.47386(N)    085 15 38.79469(W) AD(       ) 1
 GB2398  NAD 27      -  36 16 33.24600(N)    085 15 38.90900(W) AD(       ) 1
 GB2398
 GB2398.Superseded values are not recommended for survey control.
 GB2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2398.See file dsdata.txt to determine how the superseded data were derived.
 GB2398
 GB2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5621115960(NAD 83)
 GB2398_MARKER: DS = TRIANGULATION STATION DISK
 GB2398_SETTING: 80 = SET IN A BOULDER
 GB2398_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2398_STAMPING: DICKSON 1935
 GB2398_MARK LOGO: CGS   
 GB2398
 GB2398  HISTORY     - Date     Condition        Report By
 GB2398  HISTORY     - 1935     MONUMENTED       CGS
 GB2398  HISTORY     - 1941     SEE DESCRIPTION  CGS
 GB2398  HISTORY     - 1949     GOOD             CGS
 GB2398
 GB2398                          STATION DESCRIPTION
 GB2398
 GB2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2398'STATION IS ON A SMALL ROUND KNOB ON THE W END OF BEE TREE RIDGE,
 GB2398'ABOUT 8-1/4 MILES SSE OF LIVINGSTON, AND 16 MILES NE OF COOKEVILLE.
 GB2398'
 GB2398'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 GB2398'IN DRILL HOLES IN BOULDERS.
 GB2398'
 GB2398'STATION MARK IS 12 FEET SW OF 8-INCH TRIANGULAR BLAZED OAK TREE, 22
 GB2398'FEET SW OF CENTER LINE OF ROAD, AND 10 FEET WNW OF A 5-INCH BLAZED
 GB2398'OAK TREE.
 GB2398'
 GB2398'REFERENCE MARK NO. 1 IS S OF STATION, ON SOUTHERN SLOPE OF RIDGE.
 GB2398'
 GB2398'REFERENCE MARK NO. 2 IS NW OF STATION, ON W SLOPE OF RIDGE AND 8 FEET
 GB2398'NW OF 5-INCH OAK TREE.
 GB2398'
 GB2398'AZIMUTH MARK IS SW OF STATION, ON SOUTHERN SLOPE OF RIDGE, ABOUT 10
 GB2398'PACES SW OF 8-INCH OAK TREE.
 GB2398'
 GB2398'TO REACH FROM THE COURTHOUSE IN LIVINGSTON, GO S ON TENNESSEE ROUTE
 GB2398'42 FOR 2.5 MILES TO GRAVEL T-ROAD LEFT.  TURN LEFT AND CONTINUE
 GB2398'AHEAD ON MAIN ROAD FOR 6.9 MILES TO CROSS ROAD WITH FARMHOUSE ON
 GB2398'LEFT.  TURN LEFT AND GO 2.0 MILES TO ROAD TO RIGHT.  TURN RIGHT AND
 GB2398'GO 0.05 MILE TO HOME OF LESTER HARRIS AND END OF TRUCK TRAVEL.  FROM
 GB2398'HERE FOLLOW WAGON ROAD SE FOR 0.3 MILE TO TRIANGULAR-BLAZED TREE ON
 GB2398'LEFT.  TURN LEFT AND GO 0.3 MILE TO TOP OF KNOB AND STATION SITE ON
 GB2398'RIGHT.
 GB2398'
 GB2398'A 64-FOOT TOWER REQUIRED.
 GB2398
 GB2398                          STATION RECOVERY (1941)
 GB2398
 GB2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (CCG)
 GB2398'LETTER OF MR. CHARLES C GORE POSTMASTER, LIVINGSTON, TENN., SEPT. 19,
 GB2398'1941-
 GB2398'
 GB2398'I ENCLOSE HEREWITH A MARKER WHICH WAS FOUND IN THE WELL OF MR. TERRY
 GB2398'WALKER WHO LIVES 3-1/2 MILES FROM DICKSON RIDGE NEAR THIS OFFICE
 GB2398'ON RURAL ROUTE 3.  MR. WALKER BROUGHT THE MARKER IN TO THIS OFFICE
 GB2398'AND REQUESTED ME TO ATTEND TO IT, AND STATES THAT IT WAS FOUND IN
 GB2398'HIS WELL ABOUT AUGUST 6, 1941, WHEN IT WAS BEING CLEANED OUT, AND HE
 GB2398'DID NOT KNOW HOW IT GOT IN THE WELL.
 GB2398'
 GB2398'REFERENCE-MARK DISK, STAMPED DICKSON 1, 1935, RECIEVED IN OFFICE OF
 GB2398'U.S.C. AND G.S. 9/22/41.
 GB2398
 GB2398                          STATION RECOVERY (1949)
 GB2398
 GB2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2398'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GB2398'GOOD CONDITION, EXCEPT REFERENCE MARK NO. 1 WHICH HAS BEEN
 GB2398'DESTROYED.  ORIGINAL AZIMUTH MARK WAS USED AS A REFERENCE MARK AND A
 GB2398'NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  DISTANCE TO THE
 GB2398'AZIMUTH MARK FAILED TO CHECK AS NOTED.  DIRECTION TO THE
 GB2398'AZIMUTH MARK AND REFERENCE MARK NO. 2 FAILED TO CHECK AS NOTED.
 GB2398'A NEW
 GB2398'DESCRIPTION FOLLOWS.
 GB2398'
 GB2398'STATION IS LOCATED ABOUT 9 MILES NORTH OF MONTEREY AND 8 MILES
 GB2398'SOUTHEAST OF LIVINGSTON ON TOP OF A SMALL ROUND KNOB.  IT IS 27 FEET
 GB2398'WEST OF A TRIANGLE BLAZED OAK TREE.  THE MARK PROJECTS ABOUT 4 INCHES
 GB2398'AND THE DISK IS STAMPED DICKSON 1935.
 GB2398'
 GB2398'REFERENCE MARK NO. 2 IS 69.09 FEET NORTHWEST OF STATION.  THE MARK
 GB2398'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DICKSON NO 2
 GB2398'1935.
 GB2398'
 GB2398'AZIMUTH MARK (ORIGINAL) WAS USED AS A REFERENCE MARK.  IT IS 144.17
 GB2398'FEET SOUTHWEST OF STATION.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GB2398'DISK IS STAMPED DICKSON AZI 1935.
 GB2398'
 GB2398'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NORTHWEST OF THE STATION, 27
 GB2398'FEET WEST OF CENTER OF A GRAVEL ROAD AND 2 FEET E EAST OF A WHITE
 GB2398'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GB2398'STAMPED DICKSON 1949.
 GB2398'
 GB2398'TO REACH STATION FROM THE COURTHOUSE IN LIVINGSTON, GO SOUTH ON STATE
 GB2398'HIGHWAY 42 FOR 2.4 MILES TO A T GRAVEL ROAD LEFT, TURN LEFT ON
 GB2398'GRAVEL ROAD AND GO SOUTH AND WEST FOR 4.15 MILES TO A T GRAVEL ROAD
 GB2398'LEFT, TURN LEFT ON GRAVEL ROAD AND GO SOUTHWEST FOR 1.7 MILES TO A
 GB2398'T ROAD RIGHT, TURN LEFT OR STRAIGHT AHEAD AND GO 2.5 MILES TO AN OAK
 GB2398'TREE ON LEFT WITH A TRIANGLE BLAZE AND DIRT ROAD LEFT*, TURN LEFT
 GB2398'AND FOLLOW MAIN DIRT ROAD FOR 0.65 MILE TO A DIRT ROAD RIGHT LEADING
 GB2398'UP TO TOP OF RIDGE, AND END OF TRUCK TRAVEL.  FROM HERE PACK UP ROAD
 GB2398'TO TOP OF RIDGE, FOLLOWING MAIN WIDE TRAIL TO TOP OF HILL AND STATION
 GB2398'AS DESCRIBED.
 GB2398'
 GB2398'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD AND GO NORTH
 GB2398'FOR 0.6 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 GB2398'
 GB2398'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2716 ***********************************************************************
 GC2716  DESIGNATION -  DICKSON
 GC2716  PID         -  GC2716
 GC2716  STATE/COUNTY-  TN/DICKSON
 GC2716  USGS QUAD   -  DICKSON (1986)
 GC2716
 GC2716                         *CURRENT SURVEY CONTROL
 GC2716  ___________________________________________________________________
 GC2716* NAD 83(1995)-  36 04 23.09505(N)    087 22 55.70531(W)     ADJUSTED  
 GC2716* NAVD 88     -       246.65   (+/-2cm)     809.2    (feet)  VERTCON   
 GC2716  ___________________________________________________________________
 GC2716  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2716  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC2716
 GC2716  HORZ ORDER  -  THIRD
 GC2716  VERT ORDER  -  THIRD ? (See Below)
 GC2716
 GC2716.The horizontal coordinates were established by classical geodetic methods
 GC2716.and adjusted by the National Geodetic Survey in April 1999..
 GC2716
 GC2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2716.The vertical order pertains to the NGVD 29 superseded value.
 GC2716
 GC2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2716
 GC2716.The geoid height was determined by GEOID03.
 GC2716
 GC2716;                    North         East     Units Scale Factor Converg.
 GC2716;SPC TN       -   193,903.327   475,505.692   MT  0.99995707   -0 48 33.0
 GC2716;SPC TN       -   636,164.50  1,560,054.92   sFT  0.99995707   -0 48 33.0
 GC2716;UTM  16      - 3,992,121.927   465,590.324   MT  0.99961459   -0 13 30.0
 GC2716
 GC2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2716!SPC TN       -   0.99996581  x   0.99995707  =   0.99992288
 GC2716!UTM  16      -   0.99996581  x   0.99961459  =   0.99958041
 GC2716
 GC2716|---------------------------------------------------------------------|
 GC2716| PID    Reference Object                     Distance      Geod. Az  |
 GC2716|                                                           dddmmss.s |
 GC2716| CG5247 DICKSON RM 1                         25.061 METERS 15314     |
 GC2716| GC1436 MT SINAI                            APPROX. 7.9 KM 1951244.6 |
 GC2716| GC2562 DICKSON MUNICIPAL TANK              APPROX. 0.9 KM 2783758.1 |
 GC2716| CG5248 DICKSON RM 2                         27.521 METERS 28303     |
 GC2716| CG5246 DICKSON AZ MK                                      2993427.2 |
 GC2716|---------------------------------------------------------------------|
 GC2716
 GC2716                          SUPERSEDED SURVEY CONTROL
 GC2716
 GC2716  NAD 83(1995)-  36 04 23.09706(N)    087 22 55.70889(W) AD(       ) 3
 GC2716  NAD 83(1995)-  36 04 23.09773(N)    087 22 55.70894(W) AD(       ) 3
 GC2716  NAD 83(1986)-  36 04 23.10540(N)    087 22 55.70798(W) AD(       ) 3
 GC2716  NAD 27      -  36 04 22.88500(N)    087 22 55.66900(W) AD(       ) 3
 GC2716  NGVD 29 (07/19/86)  246.64   (m)          809.2    (f) LEVELING    3  
 GC2716
 GC2716.Superseded values are not recommended for survey control.
 GC2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2716.See file dsdata.txt to determine how the superseded data were derived.
 GC2716
 GC2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6559092122(NAD 83)
 GC2716_MARKER: DS = TRIANGULATION STATION DISK
 GC2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2716
 GC2716  HISTORY     - Date     Condition        Report By
 GC2716  HISTORY     - 1953     MONUMENTED       CGS
 GC2716
 GC2716                          STATION DESCRIPTION
 GC2716
 GC2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2716'STATION IS LOCATED AT THE DICKSON SCHOOL ALONG THE NORTHEAST SIDE OF
 GC2716'U.S. HIGHWAY 70 (COLLEGE STREET) IN THE SOUTHEAST SECTION OF
 GC2716'DICKSON.  IT IS ABOUT 200 FEET SOUTH OF THE SOUTH CORNER OF THE
 GC2716'SCHOOL BUILDING, 75 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY
 GC2716'AND 30 FEET WEST OF THE WEST CORNER OF A CONCRETE BLOCK BUILDING.
 GC2716'THE MARK IS FLUSH AND THE DISK IS STAMPED DICKSON 1953.
 GC2716'
 GC2716'REFERENCE MARK NO. 1 IS 42 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 GC2716'CONCRETE BLOCK BUILDING, 38 FEET NORTHEAST OF THE CENTER OF THE
 GC2716'HIGHWAY AND 2 FEET WEST OF A CONCRETE CURB.  THE MARK IS FLUSH AND
 GC2716'THE DISK IS STAMPED DICKSON NO. 1 1953.
 GC2716'
 GC2716'REFERENCE MARK NO. 2 IS 68 FEET NORTHWEST OF A 24 INCH OAK TREE AND
 GC2716'40 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.  THE MARK IS
 GC2716'FLUSH AND THE DISK IS STAMPED DICKSON NO. 2 1953.
 GC2716'
 GC2716'AZIMUTH MARK IS 46 FEET NORTH OF THE NORTH CORNER OF A BRICK HOUSE,
 GC2716'23 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 70, 2 FEET NORTHEAST
 GC2716'OF THE EDGE OF A SIDEWALK AND 2 FEET SOUTHWEST OF THE CURB.  THE MARK
 GC2716'IS FLUSH AND THE DISK IS STAMPED DICKSON 1953.
 GC2716'
 GC2716'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON U.S.
 GC2716'HIGHWAY 70 (COLLEGE STREET) FOR 0.15 MILE TO THE MARK ON THE
 GC2716'LEFT AS DESCRIBED.
 GC2716'
 GC2716'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2399 ***********************************************************************
 GB2399  DESIGNATION -  DICKSON AZ MK
 GB2399  PID         -  GB2399
 GB2399  STATE/COUNTY-  TN/OVERTON
 GB2399  USGS QUAD   -  OKALONA (1979)
 GB2399
 GB2399                         *CURRENT SURVEY CONTROL
 GB2399  ___________________________________________________________________
 GB2399* NAD 83(1995)-  36 16 32.27556(N)    085 15 39.76882(W)     ADJUSTED  
 GB2399* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 GB2399  ___________________________________________________________________
 GB2399  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 GB2399  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GB2399
 GB2399  HORZ ORDER  -  SECOND
 GB2399
 GB2399.The horizontal coordinates were established by classical geodetic methods
 GB2399.and adjusted by the National Geodetic Survey in April 1999..
 GB2399
 GB2399.The orthometric height was scaled from a topographic map.
 GB2399
 GB2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2399
 GB2399.The geoid height was determined by GEOID03.
 GB2399
 GB2399;                    North         East     Units Scale Factor Converg.
 GB2399;SPC TN       -   215,749.539   666,392.026   MT  0.99997802   +0 25 57.4
 GB2399;SPC TN       -   707,838.28  2,186,321.17   sFT  0.99997802   +0 25 57.4
 GB2399;UTM  16      - 4,015,923.405   656,187.764   MT  0.99990057   +1 01 44.7
 GB2399
 GB2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2399!SPC TN       -   0.99991395  x   0.99997802  =   0.99989198
 GB2399!UTM  16      -   0.99991395  x   0.99990057  =   0.99981453
 GB2399
 GB2399                          SUPERSEDED SURVEY CONTROL
 GB2399
 GB2399  NAD 83(1995)-  36 16 32.27737(N)    085 15 39.77071(W) AD(       ) 2
 GB2399  NAD 83(1995)-  36 16 32.28349(N)    085 15 39.77206(W) AD(       ) 2
 GB2399  NAD 83(1986)-  36 16 32.28790(N)    085 15 39.77180(W) AD(       ) 2
 GB2399  NAD 27      -  36 16 32.06000(N)    085 15 39.88600(W) AD(       ) 2
 GB2399
 GB2399.Superseded values are not recommended for survey control.
 GB2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2399.See file dsdata.txt to determine how the superseded data were derived.
 GB2399
 GB2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5618815923(NAD 83)
 GB2399_MARKER: DS = TRIANGULATION STATION DISK
 GB2399_SETTING: 80 = SET IN A BOULDER
 GB2399_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GB2399_STAMPING: DICKSON AZI 1935
 GB2399_MARK LOGO: CGS   
 GB2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2399+STABILITY: SURFACE MOTION
 GB2399
 GB2399  HISTORY     - Date     Condition        Report By
 GB2399  HISTORY     - 1935     MONUMENTED       CGS
 GB2399
 GB2399                          STATION DESCRIPTION
 GB2399
 GB2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2399'SEE STATION DICKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2562 ***********************************************************************
 GC2562  DESIGNATION -  DICKSON MUNICIPAL TANK
 GC2562  PID         -  GC2562
 GC2562  STATE/COUNTY-  TN/DICKSON
 GC2562  USGS QUAD   -  DICKSON (1986)
 GC2562
 GC2562                         *CURRENT SURVEY CONTROL
 GC2562  ___________________________________________________________________
 GC2562* NAD 83(1995)-  36 04 27.60048(N)    087 23 32.27289(W)     ADJUSTED  
 GC2562* NAVD 88     -                                                        
 GC2562  ___________________________________________________________________
 GC2562  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 GC2562  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC2562
 GC2562  HORZ ORDER  -  THIRD
 GC2562
 GC2562.The horizontal coordinates were established by classical geodetic methods
 GC2562.and adjusted by the National Geodetic Survey in April 1999..
 GC2562
 GC2562
 GC2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2562
 GC2562.The geoid height was determined by GEOID03.
 GC2562
 GC2562;                    North         East     Units Scale Factor Converg.
 GC2562;SPC TN       -   194,055.143   474,592.792   MT  0.99995716   -0 48 54.4
 GC2562;SPC TN       -   636,662.58  1,557,059.85   sFT  0.99995716   -0 48 54.4
 GC2562;UTM  16      - 3,992,264.380   464,676.237   MT  0.99961537   -0 13 51.6
 GC2562
 GC2562                          SUPERSEDED SURVEY CONTROL
 GC2562
 GC2562  NAD 83(1995)-  36 04 27.60266(N)    087 23 32.27647(W) AD(       ) 4
 GC2562  NAD 83(1995)-  36 04 27.60311(N)    087 23 32.27659(W) AD(       ) 4
 GC2562  NAD 83(1986)-  36 04 27.61095(N)    087 23 32.27563(W) AD(       ) 4
 GC2562  NAD 27      -  36 04 27.39100(N)    087 23 32.23200(W) AD(       ) 3
 GC2562
 GC2562.Superseded values are not recommended for survey control.
 GC2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2562.See file dsdata.txt to determine how the superseded data were derived.
 GC2562
 GC2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6467692264(NAD 83)
 GC2562_MARKER: 53 = ELEVATED TANK
 GC2562
 GC2562  HISTORY     - Date     Condition        Report By
 GC2562  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2562  HISTORY     - 1959     GOOD             CGS
 GC2562
 GC2562                          STATION DESCRIPTION
 GC2562
 GC2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2562'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK, LOCATED
 GC2562'IN THE SOUTHWEST SECTION OF DICKSON ABOUT 250 FEET SOUTHWEST OF
 GC2562'THE INTERSECTION OF CHESTNUT STREET AND SOUTH MAIN STREET.  THE TANK
 GC2562'IS MOUNTED ON A SIX-LEGGED STEEL STRUCTURE, IS ABOUT 135 FEET HIGH
 GC2562'AND HAS THE WORDS DICKSON TENNESSEE PAINTED ON TWO SIDES.
 GC2562
 GC2562                          STATION RECOVERY (1959)
 GC2562
 GC2562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2562'THE STATION IS LOCATED 2 BLOCKS SOUTH OF THE RAILROAD CROSSING ON
 GC2562'STATE HIGHWAY 48 IN DICKSON.  THE TANK IS SUPPORTED BY A 6-LEGGED
 GC2562'STEEL STRUCTURE AND ITS OVER-ALL HEIGHT IS 191 FEET.  IT IS PAINTED
 GC2562'SILVER IN COLOR WITH BLACK LETTERING ON THE TANK DICKSON,
 GC2562'TENNESSEE.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0450 ***********************************************************************
 FD0450  DESIGNATION -  DICKSON RM 1
 FD0450  PID         -  FD0450
 FD0450  STATE/COUNTY-  TN/GILES
 FD0450  USGS QUAD   -  ELKTON (1982)
 FD0450
 FD0450                         *CURRENT SURVEY CONTROL
 FD0450  ___________________________________________________________________
 FD0450* NAD 83(1986)-  35 02 32.     (N)    086 52 39.     (W)     SCALED    
 FD0450* NAVD 88     -       215.512  (meters)     707.06   (feet)  ADJUSTED  
 FD0450  ___________________________________________________________________
 FD0450  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0450  DYNAMIC HT  -         215.309 (meters)     706.39  (feet)  COMP
 FD0450  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0450
 FD0450  VERT ORDER  -  SECOND    CLASS 0
 FD0450
 FD0450.The horizontal coordinates were scaled from a topographic map and have
 FD0450.an estimated accuracy of +/- 6 seconds.
 FD0450
 FD0450.The orthometric height was determined by differential leveling
 FD0450.and adjusted by the National Geodetic Survey in June 1991..
 FD0450
 FD0450.The geoid height was determined by GEOID03.
 FD0450
 FD0450.The dynamic height is computed by dividing the NAVD 88
 FD0450.geopotential number by the normal gravity value computed on the
 FD0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0450.degrees latitude (g = 980.6199 gals.).
 FD0450
 FD0450.The modeled gravity was interpolated from observed gravity values.
 FD0450
 FD0450;                    North         East    Units  Estimated Accuracy
 FD0450;SPC TN       -    79,010.      519,930.      MT  (+/- 180 meters Scaled)
 FD0450
 FD0450                          SUPERSEDED SURVEY CONTROL
 FD0450
 FD0450  NGVD 29 (??/??/92)  215.479  (m)          706.95   (f) ADJ UNCH    2 0
 FD0450
 FD0450.Superseded values are not recommended for survey control.
 FD0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0450.See file dsdata.txt to determine how the superseded data were derived.
 FD0450
 FD0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111777(NAD 83)
 FD0450_MARKER: DR = REFERENCE MARK DISK
 FD0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0450_STAMPING: DICKSON NO 1 1960
 FD0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0450+STABILITY: SURFACE MOTION
 FD0450
 FD0450  HISTORY     - Date     Condition        Report By
 FD0450  HISTORY     - 1960     MONUMENTED       CGS
 FD0450
 FD0450                          STATION DESCRIPTION
 FD0450
 FD0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0450'1.7 MI S FROM ELKTON.
 FD0450'THIS MARK IS LOCATED AT THE DICKSON 1960 STATION SITE, 35.7 FT.
 FD0450'EAST OF THE STATION MARK, 56 FT. WEST OF THE CENTER OF THE TRACK
 FD0450'ROAD AND 1 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP OF
 FD0450'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0452 ***********************************************************************
 FD0452  DESIGNATION -  DICKSON RM 2
 FD0452  PID         -  FD0452
 FD0452  STATE/COUNTY-  TN/GILES
 FD0452  USGS QUAD   -  ELKTON (1982)
 FD0452
 FD0452                         *CURRENT SURVEY CONTROL
 FD0452  ___________________________________________________________________
 FD0452* NAD 83(1986)-  35 02 32.     (N)    086 52 39.     (W)     SCALED    
 FD0452* NAVD 88     -       216.771  (meters)     711.19   (feet)  ADJUSTED  
 FD0452  ___________________________________________________________________
 FD0452  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0452  DYNAMIC HT  -         216.568 (meters)     710.52  (feet)  COMP
 FD0452  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0452
 FD0452  VERT ORDER  -  SECOND    CLASS 0
 FD0452
 FD0452.The horizontal coordinates were scaled from a topographic map and have
 FD0452.an estimated accuracy of +/- 6 seconds.
 FD0452
 FD0452.The orthometric height was determined by differential leveling
 FD0452.and adjusted by the National Geodetic Survey in June 1991..
 FD0452
 FD0452.The geoid height was determined by GEOID03.
 FD0452
 FD0452.The dynamic height is computed by dividing the NAVD 88
 FD0452.geopotential number by the normal gravity value computed on the
 FD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0452.degrees latitude (g = 980.6199 gals.).
 FD0452
 FD0452.The modeled gravity was interpolated from observed gravity values.
 FD0452
 FD0452;                    North         East    Units  Estimated Accuracy
 FD0452;SPC TN       -    79,010.      519,930.      MT  (+/- 180 meters Scaled)
 FD0452
 FD0452                          SUPERSEDED SURVEY CONTROL
 FD0452
 FD0452  NGVD 29 (??/??/92)  216.738  (m)          711.08   (f) ADJ UNCH    2 0
 FD0452
 FD0452.Superseded values are not recommended for survey control.
 FD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0452.See file dsdata.txt to determine how the superseded data were derived.
 FD0452
 FD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111777(NAD 83)
 FD0452_MARKER: DR = REFERENCE MARK DISK
 FD0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0452_STAMPING: DICKSON NO 2 1960
 FD0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0452+STABILITY: SURFACE MOTION
 FD0452
 FD0452  HISTORY     - Date     Condition        Report By
 FD0452  HISTORY     - 1960     MONUMENTED       CGS
 FD0452
 FD0452                          STATION DESCRIPTION
 FD0452
 FD0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0452'1.7 MI S FROM ELKTON.
 FD0452'THIS MARK IS LOCATED AT THE DICKSON 1960 STATION SITE, 30.8
 FD0452'FT. WEST OF THE STATION MARK, AND 1 FT. NORTH OF A WIRE FENCE.
 FD0452'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0452'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0047 ***********************************************************************
 FE0047  DESIGNATION -  DIGGS
 FE0047  PID         -  FE0047
 FE0047  STATE/COUNTY-  TN/BENTON
 FE0047  USGS QUAD   -  SUGAR TREE (1986)
 FE0047
 FE0047                         *CURRENT SURVEY CONTROL
 FE0047  ___________________________________________________________________
 FE0047* NAD 83(1995)-  35 52 18.11762(N)    088 01 57.10403(W)     ADJUSTED  
 FE0047* NAVD 88     -       184.572  (meters)     605.55   (feet)  ADJUSTED  
 FE0047  ___________________________________________________________________
 FE0047  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FE0047  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE0047  DYNAMIC HT  -         184.412 (meters)     605.02  (feet)  COMP
 FE0047  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE0047
 FE0047  HORZ ORDER  -  SECOND
 FE0047  VERT ORDER  -  SECOND    CLASS 0
 FE0047
 FE0047.The horizontal coordinates were established by classical geodetic methods
 FE0047.and adjusted by the National Geodetic Survey in April 1999..
 FE0047
 FE0047.The orthometric height was determined by differential leveling
 FE0047.and adjusted by the National Geodetic Survey in June 1991..
 FE0047
 FE0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0047
 FE0047.The geoid height was determined by GEOID03.
 FE0047
 FE0047.The dynamic height is computed by dividing the NAVD 88
 FE0047.geopotential number by the normal gravity value computed on the
 FE0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0047.degrees latitude (g = 980.6199 gals.).
 FE0047
 FE0047.The modeled gravity was interpolated from observed gravity values.
 FE0047
 FE0047;                    North         East     Units Scale Factor Converg.
 FE0047;SPC TN       -   172,586.085   416,465.945   MT  0.99994862   -1 11 23.7
 FE0047;SPC TN       -   566,226.18  1,366,355.35   sFT  0.99994862   -1 11 23.7
 FE0047;UTM  16      - 3,970,210.366   406,788.529   MT  0.99970706   -0 36 18.3
 FE0047
 FE0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0047!SPC TN       -   0.99997547  x   0.99994862  =   0.99992410
 FE0047!UTM  16      -   0.99997547  x   0.99970706  =   0.99968254
 FE0047
 FE0047:                Primary Azimuth Mark                     Grid Az
 FE0047:SPC TN       -  MCILLWAIN                                230 05 28.2
 FE0047:UTM  16      -  MCILLWAIN                                229 30 22.8
 FE0047
 FE0047|---------------------------------------------------------------------|
 FE0047| PID    Reference Object                     Distance      Geod. Az  |
 FE0047|                                                           dddmmss.s |
 FE0047| FE0039 MCILLWAIN                           APPROX. 3.6 KM 2285404.5 |
 FE0047| FE0045 DIGGS RM 2                           19.002 METERS 26402     |
 FE0047| CG3920 DIGGS AZ MK                                        3320330.2 |
 FE0047| FE0046 DIGGS RM 1                           21.167 METERS 34505     |
 FE0047|---------------------------------------------------------------------|
 FE0047
 FE0047                          SUPERSEDED SURVEY CONTROL
 FE0047
 FE0047  NAD 83(1995)-  35 52 18.11918(N)    088 01 57.10958(W) AD(       ) 2
 FE0047  NAD 83(1986)-  35 52 18.12776(N)    088 01 57.10503(W) AD(       ) 2
 FE0047  NAD 27      -  35 52 17.90250(N)    088 01 56.98410(W) AD(       ) 2
 FE0047  NGVD 29 (??/??/??)  184.596  (m)          605.63   (f) ADJUSTED    2 0
 FE0047
 FE0047.Superseded values are not recommended for survey control.
 FE0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0047.See file dsdata.txt to determine how the superseded data were derived.
 FE0047
 FE0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0678970210(NAD 83)
 FE0047_MARKER: DE = TRAVERSE STATION DISK
 FE0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0047_STAMPING: DIGGS 1959
 FE0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0047+STABILITY: SURFACE MOTION
 FE0047
 FE0047  HISTORY     - Date     Condition        Report By
 FE0047  HISTORY     - 1959     MONUMENTED       CGS
 FE0047  HISTORY     - 1959     GOOD             CGS
 FE0047  HISTORY     - 1972     GOOD             TVA
 FE0047
 FE0047                          STATION DESCRIPTION
 FE0047
 FE0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0047'THE STATION IS LOCATED IN A WOODED AREA ABOUT 6 MILES EAST OF
 FE0047'HOLLADAY, 3 MILES EAST OF MCILLWAIN AND 2-1/2 MILES NORTH OF
 FE0047'SUGAR TREE.
 FE0047'
 FE0047'TO REACH THE STATION FROM THE HOLLADAY POST OFFICE (ABOUT 12-1/2
 FE0047'MILES SOUTH OF CAMDEN ON STATE HIGHWAY 69) GO SOUTHEAST ON STATE
 FE0047'HIGHWAY 69 FOR 4.1 MILES TO THE MCILLWAIN SETTLEMENT. FROM HERE, GO
 FE0047'EASTERLY AS PER SIGN SORGHUM MILL 0.2 MILE ON GRAVELED ROAD FOR
 FE0047'0.85 MILE TO A JOG AND CROSSROAD, CONTINUE EAST ON THE MAIN ROAD FOR
 FE0047'0.6 MILE TO A FORK, FOLLOW THE ROAD TO THE RIGHT FOR 0.3 MILE
 FE0047'TO ANOTHER FORK, FOLLOW THE ROAD LEFT, EAST, FOR 1.35 MILES TO A T
 FE0047'INTERSECTION, TURN LEFT FOR 1.65 MILES TO THE STATION ON THE
 FE0047'RIGHT. THIS IS 0.1 MILE SOUTH OF A SIGN ON THE RIGHT TREE FARM, FOX
 FE0047'WEATHERLY, 1 MILE.
 FE0047'
 FE0047'THE STATION IS 37 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 22
 FE0047'FEET WEST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE AND 4 FEET
 FE0047'SOUTHEAST OF A WITNESS SIGN. THE MARK IS A TRAVERSE DISK STAMPED
 FE0047'DIGGS 1959, SET IN A 10 INCH SQUARE CONCRETE POST, FLUSH WITH THE
 FE0047'GROUND. THERE IS AN UNDERGROUND MARK.
 FE0047'
 FE0047'REFERENCE MARK NO. 1 IS 36 FEET EAST OF THE CENTER OF THE GRAVELED
 FE0047'ROAD. IT IS STAMPED DIGGS NO 1 1959 AND SET FLUSH WITH THE
 FE0047'GROUND.
 FE0047'
 FE0047'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF THE GRAVELED
 FE0047'ROAD. IT IS STAMPED DIGGS NO 2 1959 AND SET FLUSH WITH THE
 FE0047'GROUND.
 FE0047'
 FE0047'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 FE0047'AND 2.5 FEET SOUTH OF A WITNESS SIGN. IT IS STAMPED DIGGS 1959 AND
 FE0047'SET FLUSH WITH THE GROUND.
 FE0047'
 FE0047'TO REACH THE AZIMUTH MARK, GO NORTH FROM THE STATION FOR 0.15 MILE TO
 FE0047'THE BEGINNING OF A CURVE OF THE ROAD TO THE RIGHT AND THE MARK
 FE0047'ON THE LEFT.
 FE0047'
 FE0047'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FE0047
 FE0047                          STATION RECOVERY (1959)
 FE0047
 FE0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0047'5.8 MI E FROM MC ILLWAIN.
 FE0047'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0047'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0047'MILES SOUTHEAST OF HOLLADAY, GO 1.6 MILES SOUTHEAST ON STATE
 FE0047'HIGHWAY 69, THENCE 1.1 MILES EAST AND NORTH ON A GRAVELED ROAD TO
 FE0047'A T JUNCTION, THENCE 1.4 MILES SOUTHEAST ON A GRAVELED ROAD,
 FE0047'THENCE 1.7 MILES NORTH ON A GRAVELED ROAD, THE STATION IS 0.1
 FE0047'MILE SOUTH OF A SIGN, TREE FARM, FOX WEATHERLY, 1 MILE, 37 FT.
 FE0047'EAST OF THE CENTER OF THE GRAVELED ROAD, 22 FT. WEST OF A 12
 FE0047'INCH OAK TREE WITH A TRIANGLE BLAZE, AND 4 FT. SOUTHEAST OF A
 FE0047'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH
 FE0047'WITH THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 FE0047
 FE0047                          STATION RECOVERY (1972)
 FE0047
 FE0047'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE0047'CONDITION OF POINT WHEN FOUND GOOD.
 FE0047'
 FE0047'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DIGGS STATION MARK
 FE0047'1959 USC AND GS.
 FE0047'
 FE0047'SEE ORIGINAL DESCRIPTION.
 FE0047'
 FE0047'ADD TO DESCRIPTION--STATION IS 20.2 FT N.W. FROM 12 INCH RED OAK.
 FE0047'6.6 FT N.W. FROM 4 INCH WHITE OAK.
 FE0047'42.0 FT. EAST FROM CENTERLINE GRAVEL ROAD.
 FE0047'
 FE0047'USC AND GS POST AND SIGN.
 FE0047'
 FE0047'DIGGS AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0047'
 FE0047'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DIGGS 1959.
 FE0047'
 FE0047'SEE ORIGINAL DESCRIPTION.
 FE0047'
 FE0047'USC AND GS POST AND SIGN.
 FE0047'
 FE0047'DIGGS RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE0047'
 FE0047'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DIGGS NO 1 1959
 FE0047'USC AND GS.
 FE0047'
 FE0047'SEE ORIGINAL DESCRIPTION.
 FE0047'
 FE0047'CHANGE DESCRIPTION TO READ 38.0 FT. EAST FROM CENTERLINE GRAVEL
 FE0047'ROAD.
 FE0047'
 FE0047'T.V.A. POST AND SIGN SET AT MARKER.
 FE0047'
 FE0047'DIGGS RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0047'
 FE0047'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DIGGS NO 2 1959
 FE0047'USC AND GS.
 FE0047'
 FE0047'SEE ORIGINAL DESCRIPTION.
 FE0047'
 FE0047'CHANGE DESCRIPTION TO READ 21.0 FT WEST OF CENTERLINE OF GRAVEL
 FE0047'ROAD.
 FE0047'
 FE0047'T.V.A. POST AND SIGN SET AT MON.
 FE0047'
 FE0047'DISTANCE AND DIRECTION FROM NEAREST TOWN 6.0 MI. EAST OF HOLLADAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0046 ***********************************************************************
 FE0046  DESIGNATION -  DIGGS RM 1
 FE0046  PID         -  FE0046
 FE0046  STATE/COUNTY-  TN/BENTON
 FE0046  USGS QUAD   -  SUGAR TREE (1986)
 FE0046
 FE0046                         *CURRENT SURVEY CONTROL
 FE0046  ___________________________________________________________________
 FE0046* NAD 83(1986)-  35 52 18.     (N)    088 01 55.     (W)     SCALED    
 FE0046* NAVD 88     -       184.548  (meters)     605.47   (feet)  ADJUSTED  
 FE0046  ___________________________________________________________________
 FE0046  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE0046  DYNAMIC HT  -         184.388 (meters)     604.95  (feet)  COMP
 FE0046  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE0046
 FE0046  VERT ORDER  -  SECOND    CLASS 0
 FE0046
 FE0046.The horizontal coordinates were scaled from a topographic map and have
 FE0046.an estimated accuracy of +/- 6 seconds.
 FE0046
 FE0046.The orthometric height was determined by differential leveling
 FE0046.and adjusted by the National Geodetic Survey in June 1991..
 FE0046
 FE0046.The geoid height was determined by GEOID03.
 FE0046
 FE0046.The dynamic height is computed by dividing the NAVD 88
 FE0046.geopotential number by the normal gravity value computed on the
 FE0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0046.degrees latitude (g = 980.6199 gals.).
 FE0046
 FE0046.The modeled gravity was interpolated from observed gravity values.
 FE0046
 FE0046;                    North         East    Units  Estimated Accuracy
 FE0046;SPC TN       -   172,580.      416,520.      MT  (+/- 180 meters Scaled)
 FE0046
 FE0046                          SUPERSEDED SURVEY CONTROL
 FE0046
 FE0046  NGVD 29 (??/??/??)  184.572  (m)          605.55   (f) ADJUSTED    2 0
 FE0046
 FE0046.Superseded values are not recommended for survey control.
 FE0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0046.See file dsdata.txt to determine how the superseded data were derived.
 FE0046
 FE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE068702(NAD 83)
 FE0046_MARKER: DR = REFERENCE MARK DISK
 FE0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0046_STAMPING: DIGGS NO 1 1959
 FE0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0046+STABILITY: SURFACE MOTION
 FE0046
 FE0046  HISTORY     - Date     Condition        Report By
 FE0046  HISTORY     - 1959     MONUMENTED       CGS
 FE0046
 FE0046                          STATION DESCRIPTION
 FE0046
 FE0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0046'5.8 MI E FROM MC ILLWAIN.
 FE0046'THIS MARK IS LOCATED AT THE DIGGS 1959 STATION SITE, 69.4 FT.
 FE0046'NORTH-NORTHWEST OF THE STATION MARK, 36 FT. EAST OF THE CENTER OF
 FE0046'THE GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH
 FE0046'WITH THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0045 ***********************************************************************
 FE0045  DESIGNATION -  DIGGS RM 2
 FE0045  PID         -  FE0045
 FE0045  STATE/COUNTY-  TN/BENTON
 FE0045  USGS QUAD   -  SUGAR TREE (1986)
 FE0045
 FE0045                         *CURRENT SURVEY CONTROL
 FE0045  ___________________________________________________________________
 FE0045* NAD 83(1986)-  35 52 18.     (N)    088 01 56.     (W)     SCALED    
 FE0045* NAVD 88     -       184.015  (meters)     603.72   (feet)  ADJUSTED  
 FE0045  ___________________________________________________________________
 FE0045  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE0045  DYNAMIC HT  -         183.856 (meters)     603.20  (feet)  COMP
 FE0045  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE0045
 FE0045  VERT ORDER  -  SECOND    CLASS 0
 FE0045
 FE0045.The horizontal coordinates were scaled from a topographic map and have
 FE0045.an estimated accuracy of +/- 6 seconds.
 FE0045
 FE0045.The orthometric height was determined by differential leveling
 FE0045.and adjusted by the National Geodetic Survey in June 1991..
 FE0045
 FE0045.The geoid height was determined by GEOID03.
 FE0045
 FE0045.The dynamic height is computed by dividing the NAVD 88
 FE0045.geopotential number by the normal gravity value computed on the
 FE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0045.degrees latitude (g = 980.6199 gals.).
 FE0045
 FE0045.The modeled gravity was interpolated from observed gravity values.
 FE0045
 FE0045;                    North         East    Units  Estimated Accuracy
 FE0045;SPC TN       -   172,580.      416,490.      MT  (+/- 180 meters Scaled)
 FE0045
 FE0045                          SUPERSEDED SURVEY CONTROL
 FE0045
 FE0045  NGVD 29 (??/??/??)  184.039  (m)          603.80   (f) ADJUSTED    2 0
 FE0045
 FE0045.Superseded values are not recommended for survey control.
 FE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0045.See file dsdata.txt to determine how the superseded data were derived.
 FE0045
 FE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE068702(NAD 83)
 FE0045_MARKER: DR = REFERENCE MARK DISK
 FE0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0045_STAMPING: DIGGS NO 2 1959
 FE0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0045+STABILITY: SURFACE MOTION
 FE0045
 FE0045  HISTORY     - Date     Condition        Report By
 FE0045  HISTORY     - 1959     MONUMENTED       CGS
 FE0045
 FE0045                          STATION DESCRIPTION
 FE0045
 FE0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0045'5.8 MI E FROM MC ILLWAIN.
 FE0045'THIS MARK IS LOCATED AT THE DIGGS 1959 STATION SITE, 62.3 FT.
 FE0045'WEST OF THE STATION MARK, 25 FT. WEST OF THE CENTER OF THE GRAVELED
 FE0045'ROAD, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FE0045'GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2235 ***********************************************************************
 FE2235  DESIGNATION -  DILL
 FE2235  PID         -  FE2235
 FE2235  STATE/COUNTY-  TN/CARROLL
 FE2235  USGS QUAD   -  PALMER SHELTER (1973)
 FE2235
 FE2235                         *CURRENT SURVEY CONTROL
 FE2235  ___________________________________________________________________
 FE2235* NAD 83(1995)-  35 53 50.92144(N)    088 24 18.00651(W)     ADJUSTED  
 FE2235* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 FE2235  ___________________________________________________________________
 FE2235  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FE2235  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2235
 FE2235  HORZ ORDER  -  SECOND
 FE2235
 FE2235.The horizontal coordinates were established by classical geodetic methods
 FE2235.and adjusted by the National Geodetic Survey in April 1999..
 FE2235
 FE2235.The orthometric height was scaled from a topographic map.
 FE2235
 FE2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2235
 FE2235.The geoid height was determined by GEOID03.
 FE2235
 FE2235;                    North         East     Units Scale Factor Converg.
 FE2235;SPC TN       -   176,207.913   382,908.771   MT  0.99994901   -1 24 28.7
 FE2235;SPC TN       -   578,108.79  1,256,259.86   sFT  0.99994901   -1 24 28.7
 FE2235;UTM  16      - 3,973,489.039   373,202.825   MT  0.99979811   -0 49 26.1
 FE2235
 FE2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2235!SPC TN       -   0.99997525  x   0.99994901  =   0.99992426
 FE2235!UTM  16      -   0.99997525  x   0.99979811  =   0.99977337
 FE2235
 FE2235|---------------------------------------------------------------------|
 FE2235| PID    Reference Object                     Distance      Geod. Az  |
 FE2235|                                                           dddmmss.s |
 FE2235| CG3922 DILL RM 1                            35.153 METERS 13515     |
 FE2235| CG3921 DILL AZ MK                                         1462608.4 |
 FE2235| FE2234 ANDERSON                            APPROX. 7.3 KM 2925241.4 |
 FE2235| CG3923 DILL RM 2                                          34943     |
 FE2235|---------------------------------------------------------------------|
 FE2235
 FE2235                          SUPERSEDED SURVEY CONTROL
 FE2235
 FE2235  NAD 83(1995)-  35 53 50.92389(N)    088 24 18.01298(W) AD(       ) 2
 FE2235  NAD 83(1986)-  35 53 50.93199(N)    088 24 18.00685(W) AD(       ) 2
 FE2235  NAD 27      -  35 53 50.70300(N)    088 24 17.82600(W) AD(       ) 2
 FE2235
 FE2235.Superseded values are not recommended for survey control.
 FE2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2235.See file dsdata.txt to determine how the superseded data were derived.
 FE2235
 FE2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7320373489(NAD 83)
 FE2235_MARKER: DS = TRIANGULATION STATION DISK
 FE2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2235
 FE2235  HISTORY     - Date     Condition        Report By
 FE2235  HISTORY     - 1934     MONUMENTED       CGS
 FE2235  HISTORY     - 1972     GOOD             TVA
 FE2235
 FE2235                          STATION DESCRIPTION
 FE2235
 FE2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2235'ABOUT 2 MILES NORTHWEST OF CLARKSBURG, ON PROPERTY OF H. L. DILL. TO
 FE2235'REACH FROM CLARKSBURG, GO NORTH 2.0 MILES ON ROUTE 22 TO TOP OF
 FE2235'RIDGE WHERE HIGHWAY PASSES THROUGH DEEP CUT, TURN LEFT AND GO WEST
 FE2235'0.35 MILE TO TOP OF GRADE WHERE MAIN DIRT ROAD TURNS SHARPLY TO
 FE2235'LEFT AND WOODS ROAD GOES NORTH PAST DILLS HOUSE. STATION IS ON SUMMIT
 FE2235'OF HILL, ABOUT 1/4 MILE WEST OF DILLS HOME, 37.9 FEET WEST OF DIM
 FE2235'WOODS ROAD, AND IN GROWTH OF 10-INCH WHITE OAKS AND UNDERBRUSH.
 FE2235'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE2235'CONCRETE,. REFERENCE MARK NO. 1 IS STANDARD REFERENCE
 FE2235'DISK IN BEDROCK, 19.0 FEET EAST OF WOODS ROAD, 46.0 FEET
 FE2235'NORTHEAST OF MAIN DIRT ROAD, AND ABOUT 4 FEET LOWER IN ELEVATION
 FE2235'THAN AND 115.33 FEET FROM STATION S 78 DEG 53 MIN E.
 FE2235'REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD REFERENCE
 FE2235'DISKS IN CONCRETE. REFERENCE MARK NO. 2 IS BETWEEN TWO DIM
 FE2235'TRAILS WHICH MEET JUST EAST OF STATION, 10 FEET NORTHEAST OF CENTER
 FE2235'LINE OF ONE TRAIL, 23.0 FEET SOUTHWEST OF CENTER LINE OF OTHER TRAIL,
 FE2235'AND 7 FEET LOWER IN ELEVATION THAN AND 95.21 FEET (SLOPE DISTANCE)
 FE2235'FROM STATION N 10 DEG 17 MIN W. AZIMUTH MARK IS ON
 FE2235'SUMMIT OF HILL, ABOUT 350 YARDS WEST OF DILLS HOME, 15.0 FEET
 FE2235'SOUTHWEST OF CENTER LINE OF MAIN DIRT ROAD, AND 360 FEET FROM
 FE2235'STATION S 32 DEG 46 MIN E.
 FE2235
 FE2235                          STATION RECOVERY (1972)
 FE2235
 FE2235'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2235'CONDITION OF POINT WHEN FOUND GOOD.
 FE2235'
 FE2235'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DILL 1934.
 FE2235'
 FE2235'ADD TO DESCRIPTION
 FE2235'125 FT N OF CENTERLINE GRAVEL ROAD.
 FE2235'13.2 WEST OF A 18 INCH BLACK OAK.
 FE2235'10.2 S 15 E OF 8 INCH BLACK OAK.
 FE2235'
 FE2235'STATION PROJECTS 1 FOOT.
 FE2235'
 FE2235'TVA POST AND SIGN SET.
 FE2235'
 FE2235'DILL AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE2235'
 FE2235'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DILL AZI 1934.
 FE2235'
 FE2235'ADD TO DESCRIPTION--
 FE2235'17.4 S 85 E OF A 10 INCH POST OAK.
 FE2235'5.1 N 25 W OF A 6 INCH POST OAK.
 FE2235'
 FE2235'STATION PROJECTS 10 INCHES.
 FE2235'
 FE2235'TVA POST AND SIGN SET.
 FE2235'
 FE2235'DILL RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2235'
 FE2235'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DILL NO. 1 1934.
 FE2235'
 FE2235'ADD TO DESCRIPTION--
 FE2235'9 FT EAST OF WOODS ROAD.
 FE2235'27.5 NE OF A 8 INCH WHITE OAK.
 FE2235'19.3 S 65 E OF A 16 INCH POST OAK.
 FE2235'
 FE2235'DILL RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2235'
 FE2235'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DILL NO. 2 1934.
 FE2235'
 FE2235'ADD TO DESCRIPTION--
 FE2235'13.1 S 80 W OF A 12 INCH WHITE OAK.
 FE2235'18.9 N 45 E OF A 18 INCH RED OAK.
 FE2235'STATION PROJECTS 10 INCHES.
 FE2235'
 FE2235'DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NW OF CLARKSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2254 ***********************************************************************
 GC2254  DESIGNATION -  DILLON
 GC2254  PID         -  GC2254
 GC2254  STATE/COUNTY-  TN/DAVIDSON
 GC2254  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2254
 GC2254                         *CURRENT SURVEY CONTROL
 GC2254  ___________________________________________________________________
 GC2254* NAD 83(1995)-  36 09 43.61898(N)    086 46 58.31989(W)     ADJUSTED  
 GC2254* NAVD 88     -       195.0    (meters)     640.     (feet)  VERTCON   
 GC2254  ___________________________________________________________________
 GC2254  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GC2254  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2254
 GC2254  HORZ ORDER  -  FIRST
 GC2254
 GC2254.The horizontal coordinates were established by classical geodetic methods
 GC2254.and adjusted by the National Geodetic Survey in April 1999..
 GC2254
 GC2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2254
 GC2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2254
 GC2254.The geoid height was determined by GEOID03.
 GC2254
 GC2254;                    North         East     Units Scale Factor Converg.
 GC2254;SPC TN       -   203,184.930   529,561.843   MT  0.99996474   -0 27 30.0
 GC2254;SPC TN       -   666,615.89  1,737,404.15   sFT  0.99996474   -0 27 30.0
 GC2254;UTM  16      - 4,001,951.610   519,529.596   MT  0.99960470   +0 07 41.2
 GC2254
 GC2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2254!SPC TN       -   0.99997400  x   0.99996474  =   0.99993874
 GC2254!UTM  16      -   0.99997400  x   0.99960470  =   0.99957871
 GC2254
 GC2254:                Primary Azimuth Mark                     Grid Az
 GC2254:SPC TN       -  INGLEWOOD STATE TB HOSP TANK             031 14 09.3
 GC2254:UTM  16      -  INGLEWOOD STATE TB HOSP TANK             030 38 58.1
 GC2254
 GC2254|---------------------------------------------------------------------|
 GC2254| PID    Reference Object                     Distance      Geod. Az  |
 GC2254|                                                           dddmmss.s |
 GC2254| GC2234 INGLEWOOD STATE TB HOSP TANK        APPROX. 6.8 KM 0304639.3 |
 GC2254| GC2237 NASHVILLE D W SWINDLE CO TANK       APPROX. 5.4 KM 0335543.8 |
 GC2254| GC2232 DONELSON FIRST BAP CH SPIRE         APPROX. 9.6 KM 0843841.7 |
 GC2254| GC2238 NASHVILLE MAIN PUMPING STA STK      APPROX. 5.2 KM 0894618.0 |
 GC2254| CG5249 DILLON RM 1                           3.817 METERS 09134     |
 GC2254| GC2274 NASHVILLE RADIO STA WSOK MAST       APPROX. 1.7 KM 0980044.0 |
 GC2254| GC2261 NASHVILLE CITY GEN HOSP STACK       APPROX. 1.6 KM 1101341.2 |
 GC2254| GC2272 NASHVILLE RADIO STA WKDA MAST       APPROX. 1.2 KM 1195055.3 |
 GC2254| GC2263 NASHVILLE FERRO CORP STACK          APPROX. 3.7 KM 1372058.6 |
 GC2254| GC2264 NASHVILLE FIRST BAP CH SPIRE        370.981 METERS 14900     |
 GC2254| GC2221 SE OF NASHVILLE LARGE TANK          APPROX. 7.5 KM 1524457.9 |
 GC2254| GC2220 NASHVILLE WOODBINE MUN TANK         APPROX. 7.6 KM 1524838.7 |
 GC2254| CG5250 DILLON RM 2                           1.872 METERS 15440     |
 GC2254| GC2269 NASHVILLE OLD PO BLDG CLOCKTWR      375.868 METERS 15947     |
 GC2254| GC2270 NASHVILLE OLD WSM N RADIO TWR       APPROX. 2.5 KM 1973258.2 |
 GC2254| GC2271 NASHVILLE OLD WSM S RADIO TWR       APPROX. 2.6 KM 1975218.6 |
 GC2254| GC2267 NASHVILLE L AND N RR STA BALL       APPROX. 0.6 KM 1991754.9 |
 GC2254| GC2285 VANDERBILT U POWERHOUSE STACK       APPROX. 2.6 KM 2254017.0 |
 GC2254| GC2286 VANDERBILT UNIV COLL HALL TWR       APPROX. 2.4 KM 2285851.0 |
 GC2254| GC2275 NASHVILLE ST THOMAS HOSP STACK      APPROX. 2.1 KM 2380201.1 |
 GC2254| GC2260 NASHVILLE BAPTIST HOSPITAL STK      APPROX. 1.9 KM 2452037.1 |
 GC2254| GC2266 NASHVILLE FISK UNIV MEM CHAPEL      APPROX. 2.0 KM 2881419.2 |
 GC2254| GC2265 NASHVILLE FISK UNIV CUPOLA          APPROX. 2.1 KM 2905604.3 |
 GC2254|---------------------------------------------------------------------|
 GC2254
 GC2254                          SUPERSEDED SURVEY CONTROL
 GC2254
 GC2254  NAD 83(1995)-  36 09 43.62100(N)    086 46 58.32185(W) AD(       ) 1
 GC2254  NAD 83(1995)-  36 09 43.62310(N)    086 46 58.32193(W) AD(       ) 1
 GC2254  NAD 83(1986)-  36 09 43.62915(N)    086 46 58.32299(W) AD(       ) 1
 GC2254  NAD 27      -  36 09 43.42400(N)    086 46 58.32700(W) AD(       ) 1
 GC2254  NGVD 29 (07/19/86)  195.0    (m)          640.     (f) VERT ANG       
 GC2254
 GC2254.Superseded values are not recommended for survey control.
 GC2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2254.See file dsdata.txt to determine how the superseded data were derived.
 GC2254
 GC2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1953001952(NAD 83)
 GC2254_MARKER: S = SPIKE
 GC2254_SETTING: 0 = UNSPECIFIED SETTING
 GC2254
 GC2254  HISTORY     - Date     Condition        Report By
 GC2254  HISTORY     - 1933     MONUMENTED       CGS
 GC2254  HISTORY     - 1949     GOOD             AMS
 GC2254  HISTORY     - 1953     GOOD             CGS
 GC2254  HISTORY     - 1959     GOOD             CGS
 GC2254  HISTORY     - 1961     GOOD             TNHD
 GC2254  HISTORY     - 1963     GOOD             TNHD
 GC2254  HISTORY     - 1965     SEE DESCRIPTION  TNHD
 GC2254
 GC2254                          STATION DESCRIPTION
 GC2254
 GC2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2254'IN NASHVILLE, ON ROOF OF THE BENNIE DILLON BUILDING AT NORTHWEST
 GC2254'CORNER OF SEVENTH AND CHURCH STREETS, ON LOWER LEVEL OF ROAD, 23.6
 GC2254'FEET EAST OF INSIDE OF WEST PARAPET WALL, AND 5.8 FEET NORTH OF
 GC2254'INSIDE OF SOUTH PARAPET WALL.  MARKED BY CROSS ON TOP OF BRASS
 GC2254'SPIKE IN CONCRETE.  REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK
 GC2254'IN DRILL HOLE IN CENTER OF TOP OF RAISED PORTION OF SOUTH PARAPET
 GC2254'WALL, 26.5 FEET WEST OF SOUTHEAST CORNER OF BUILDING, AND 12.53 FEET
 GC2254'FROM STATION.  REFERENCE MARK NO. 2 IS
 GC2254'STANDARD REFERENCE DISK IN DRILL HOLE IN CENTER OF TOP OF RAISED
 GC2254'PORTION OF SOUTH PARAPET WALL, 24.5 FEET EAST OF SOUTHWEST CORNER OF
 GC2254'BUILDING, AND 6.15 FEET FROM STATION.
 GC2254'DISTANCE BETWEEN REFERENCE MARKS IS 11.16 FEET.  POINT AT CENTER OF
 GC2254'TRIANGLE CHISELED ON VENT PIPE ON CITY HOSPITAL WAS USED AS
 GC2254'AZIMUTH MARK.  IT IS ON TOP OF NORTHWEST WING, AT CENTER OF FIRST
 GC2254'VENT PIPE NORTHWEST OF ELEVATOR SHAFT, 22 FEET NORTHWEST OF
 GC2254'ELEVATOR SHAFT WALL, 22 FEET SOUTH OF NORTHWEST CORNER OF WING OF
 GC2254'BUILDING, 2 FEET SOUTHEAST OF NORTHWEST WALL, AND ABOUT 1.0 MILE
 GC2254'FROM STATION.
 GC2254'STATION LOVE (SEE DESCRIPTION AND GEOGRAPHIC POSITION
 GC2254'THEREOF) IS VISIBLE FROM STATION.
 GC2254
 GC2254                          STATION RECOVERY (1949)
 GC2254
 GC2254'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2254'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2254'
 GC2254'STATION MARK IS A 3/4-INCH BRASS ROD PROJECTING ABOUT 2 INCHES
 GC2254'THROUGH THE COMPOSITION ROOFING.  (PREVIOUS DESCRIPTION REPORTED
 GC2254'THE ROD TO BE SET IN CONCRETE.) THERE IS AN X CUT INTO THE TOP OF
 GC2254'THE ROD.  IT IS LOCATED IN THE CENTRAL SECTION OF NASHVILLE, ON
 GC2254'THE ROOF OF THE DILLON BUILDING AT SEVENTH AND CHURCH STREETS, 38
 GC2254'FEET SW OF THE NE EDGE OF THE BUILDING, 25 FEET NE OF THE SW EDGE
 GC2254'OF THE BUILDING, AND 7 FEET NW OF THE SE EDGE OF THE BUILDING.
 GC2254'
 GC2254'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF THE
 GC2254'RAISED PORTION OF THE BUILDING PARAPET AT THE SE EDGE OF THE
 GC2254'BUILDING, AND 12 FEET E OF THE STATION MARK.  THE DISK IS STAMPED
 GC2254'DILLON NO 1 1933.
 GC2254'
 GC2254'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF THE
 GC2254'RAISED PORTION OF THE BUILDING PARAPET AT THE SE EDGE OF THE
 GC2254'BUILDING, AND 7 FEET SE OF THE STATION MARK.  THE DISK IS STAMPED
 GC2254'DILLON NO 2 1933.
 GC2254
 GC2254                          STATION RECOVERY (1953)
 GC2254
 GC2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2254'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2254'CONDITION.  THE OBJECT USED AS THE AZIMUTH MARK HAD BEEN ALTERED AND
 GC2254'COULD NOT BE USED.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 GC2254'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE STATION MARK
 GC2254'IS A BRASS SPIKE ABOUT 1/2 INCH IN DIAMETER WHICH PROJECTS ABOUT 2
 GC2254'INCHES FROM THE TOP OF THE ROOF.  THE OLD DESCRIPTION IS ADEQUATE.
 GC2254'
 GC2254'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2254
 GC2254                          STATION RECOVERY (1959)
 GC2254
 GC2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2254'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC2254'GOOD CONDITION. THE OLD DESCRIPTION IS ADEQUATE.
 GC2254
 GC2254                          STATION RECOVERY (1961)
 GC2254
 GC2254'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2254'THE STATION AND ALL WERE RECOVERED AND FOUND AS DESCRIBED.
 GC2254'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE REFERENCE MARKS
 GC2254'AND THE STATION AND WERE FOUND TO CHECK THE 1933 MEASUREMENTS.  THE
 GC2254'1933 DESCRIPTION IS COMPLETELY ADEQUATE.
 GC2254
 GC2254                          STATION RECOVERY (1963)
 GC2254
 GC2254'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GC2254'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 GC2254'1961 AND THE 1961 DESCRIPTION IS COMPLETELY ADEQUATE.  ALL
 GC2254'OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2254
 GC2254                          STATION RECOVERY (1965)
 GC2254
 GC2254'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC2254'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION AS
 GC2254'DESCRIBED.  THE BRASS ROD THAT HAD BEEN USED AS THE STATION MARK
 GC2254'HAD BEEN REMOVED, BUT THE HOLE FROM WHICH IT CAME WAS FOUND AND USED
 GC2254'AS THE STATION MARK BY THE PARTY.  THE PIN WAS REMOVED SO THAT ROOF
 GC2254'REPAIRS COULD BE MADE.  AFTER THESE REPAIRS HAVE BEEN COMPLETED THE
 GC2254'STATION MAY BE RELOCATED FROM THE REFERENCE MARKS.
 GC2254'
 GC2254'THE 1933 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2638 ***********************************************************************
 GB2638  DESIGNATION -  DIRT ROCKHOUSE LOOKOUT TOWER
 GB2638  PID         -  GB2638
 GB2638  STATE/COUNTY-  TN/FENTRESS
 GB2638  USGS QUAD   -  SHARP PLACE (1981)
 GB2638
 GB2638                         *CURRENT SURVEY CONTROL
 GB2638  ___________________________________________________________________
 GB2638* NAD 83(1995)-  36 31 24.46301(N)    084 46 28.75214(W)     ADJUSTED  
 GB2638* NAVD 88     -                                                        
 GB2638  ___________________________________________________________________
 GB2638  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 GB2638  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB2638
 GB2638  HORZ ORDER  -  THIRD
 GB2638
 GB2638.The horizontal coordinates were established by classical geodetic methods
 GB2638.and adjusted by the National Geodetic Survey in April 1999..
 GB2638
 GB2638
 GB2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2638
 GB2638.The geoid height was determined by GEOID03.
 GB2638
 GB2638;                    North         East     Units Scale Factor Converg.
 GB2638;SPC TN       -   243,686.666   709,746.427   MT  1.00002069   +0 43 02.5
 GB2638;SPC TN       -   799,495.34  2,328,559.74   sFT  1.00002069   +0 43 02.5
 GB2638;UTM  16      - 4,044,314.082   699,246.103   MT  1.00008913   +1 19 29.5
 GB2638
 GB2638                          SUPERSEDED SURVEY CONTROL
 GB2638
 GB2638  NAD 83(1995)-  36 31 24.46327(N)    084 46 28.75183(W) AD(       ) 4
 GB2638  NAD 83(1995)-  36 31 24.47231(N)    084 46 28.75781(W) AD(       ) 4
 GB2638  NAD 83(1986)-  36 31 24.47168(N)    084 46 28.75804(W) AD(       ) 4
 GB2638  NAD 27      -  36 31 24.18900(N)    084 46 28.98500(W) AD(       ) 3
 GB2638
 GB2638.Superseded values are not recommended for survey control.
 GB2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2638.See file dsdata.txt to determine how the superseded data were derived.
 GB2638
 GB2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9924644314(NAD 83)
 GB2638_MARKER: 57 = LOOKOUT TOWER
 GB2638
 GB2638  HISTORY     - Date     Condition        Report By
 GB2638  HISTORY     - 1935     FIRST OBSERVED   CGS
 GB2638  HISTORY     - 1950     GOOD             CGS
 GB2638
 GB2638                          STATION DESCRIPTION
 GB2638
 GB2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2638'STATION IS THE CENTER OF THE DIRT ROCKHOUSE FIRE TOWER, WHICH IS
 GB2638'LOCATED ABOUT 11 MILES NE OF JAMESTOWN, TENNESSEE, AND 6 MILES
 GB2638'SE OF THE ROCK CREEK POST OFFICE.
 GB2638'
 GB2638'STATION WAS CUT IN FROM STATIONS BRANUM, STERNS, AND SLAVEN.
 GB2638
 GB2638                          STATION RECOVERY (1950)
 GB2638
 GB2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2638'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF JAMESTOWN ON LAND
 GB2638'OWNED BY THE STATE OF TENNESSEE. IT IS A FOUR-LEGGED STEEL TOWER
 GB2638'PAINTED GREY WITH AN ENCLOSED CAB ON TOP AND ABOUT 100 FEET HIGH. A
 GB2638'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GB2638'ROCKHOUSE AND THE DISTANCE WAS FOUND TO BE 4.6 FEET (1.40 METERS.)
 GB2638'
 GB2638'THE POINT TRAVERSED TO AND OBSERVED ON WAS THE CENTER OF THE BASE OF
 GB2638'THE TOWER.
 GB2638'
 GB2638'TO REACH THE STATION FROM THE COURTHOUSE IN JAMESTOWN, GO NORTH ON
 GB2638'STATE HIGHWAY 26 FOR 2.0 MILES TO A T-ROAD RIGHT AND SIGN PICKETT
 GB2638'STATE PARK, TURN RIGHT AND GO 1.1 MILES TO A T-ROAD INTERSECTION,
 GB2638'TURN LEFT AND GO 3.4 MILES TO A FORK, TAKE LEFT FORK AND GO 4.7
 GB2638'MILES TO A CROSSROAD AND SIGN PICKETT STATE PARK, TURN LEFT AND GO
 GB2638'1.2 MILES TO TWO LARGE STONE POSTS, KEEP RIGHT AND GO 0.75 MILE
 GB2638'TO A FORK, TURN RIGHT AND GO 1.0 MILE TO ANOTHER FORK, TAKE RIGHT
 GB2638'FORK AND GO 1.2 MILES TO A FORK, KEEP RIGHT AND GO 0.4 MILE TO THE
 GB2638'LOOKOUT TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1271 ***********************************************************************
 EE1271  DESIGNATION -  DIXIE
 EE1271  PID         -  EE1271
 EE1271  STATE/COUNTY-  TN/HAMILTON
 EE1271  USGS QUAD   -  EAST RIDGE (1982)
 EE1271
 EE1271                         *CURRENT SURVEY CONTROL
 EE1271  ___________________________________________________________________
 EE1271* NAD 83(1995)-  34 59 22.98828(N)    085 12 15.46516(W)     ADJUSTED  
 EE1271* NAVD 88     -       212.749  (meters)     697.99   (feet)  POSTED    
 EE1271  ___________________________________________________________________
 EE1271  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 EE1271  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EE1271  DYNAMIC HT  -         212.540 (meters)     697.31  (feet)  COMP
 EE1271  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 EE1271
 EE1271  HORZ ORDER  -  SECOND
 EE1271  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EE1271
 EE1271.The horizontal coordinates were established by classical geodetic methods
 EE1271.and adjusted by the National Geodetic Survey in April 1999..
 EE1271
 EE1271.The orthometric height was determined by differential leveling
 EE1271.and adjusted by the National Geodetic Survey in 1992..
 EE1271.No vertical observational check was made to the station.
 EE1271.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EE1271.was located on a no-check spur therefore a value was not computed.
 EE1271
 EE1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1271
 EE1271.The geoid height was determined by GEOID03.
 EE1271
 EE1271.The dynamic height is computed by dividing the NAVD 88
 EE1271.geopotential number by the normal gravity value computed on the
 EE1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1271.degrees latitude (g = 980.6199 gals.).
 EE1271
 EE1271.The modeled gravity was interpolated from observed gravity values.
 EE1271
 EE1271;                    North         East     Units Scale Factor Converg.
 EE1271;SPC TN       -    73,122.824   672,650.734   MT  1.00005612   +0 27 57.0
 EE1271;SPC TN       -   239,903.80  2,206,854.95   sFT  1.00005612   +0 27 57.0
 EE1271;SPC GA W     -   553,775.483   605,272.567   MT  1.00001056   -0 35 42.2
 EE1271;SPC GA W     - 1,816,845.06  1,985,798.41   sFT  1.00001056   -0 35 42.2
 EE1271;UTM  16      - 3,873,375.931   663,890.729   MT  0.99993105   +1 01 47.8
 EE1271
 EE1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1271!SPC TN       -   0.99997128  x   1.00005612  =   1.00002740
 EE1271!SPC GA W     -   0.99997128  x   1.00001056  =   0.99998184
 EE1271!UTM  16      -   0.99997128  x   0.99993105  =   0.99990234
 EE1271
 EE1271|---------------------------------------------------------------------|
 EE1271| PID    Reference Object                     Distance      Geod. Az  |
 EE1271|                                                           dddmmss.s |
 EE1271| EE1272 DIXIE RM 1                           18.175 METERS 08128     |
 EE1271| EE1270 DIXIE RM 2                           17.362 METERS 26018     |
 EE1271| EE1273 DIXIE AZ MK                                        2641050.4 |
 EE1271| FC1258 SPRING                              APPROX. 1.7 KM 3354316.7 |
 EE1271|---------------------------------------------------------------------|
 EE1271
 EE1271                          SUPERSEDED SURVEY CONTROL
 EE1271
 EE1271  NAD 83(1995)-  34 59 22.98945(N)    085 12 15.46618(W) AD(       ) 2
 EE1271  NAD 83(1995)-  34 59 22.98822(N)    085 12 15.46832(W) AD(       ) 2
 EE1271  NAD 83(1995)-  34 59 22.98881(N)    085 12 15.46632(W) AD(       ) 2
 EE1271  NAD 83(1986)-  34 59 22.98908(N)    085 12 15.46584(W) AD(       ) 2
 EE1271  NAD 27      -  34 59 22.71990(N)    085 12 15.63010(W) AD(       ) 2
 EE1271  NGVD 29 (??/??/92)  212.759  (m)          698.03   (f) ADJ UNCH    2 0
 EE1271
 EE1271.Superseded values are not recommended for survey control.
 EE1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1271.See file dsdata.txt to determine how the superseded data were derived.
 EE1271
 EE1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6389173376(NAD 83)
 EE1271_MARKER: DE = TRAVERSE STATION DISK
 EE1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1271_STAMPING: DIXIE 1961
 EE1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1271+STABILITY: SURFACE MOTION
 EE1271
 EE1271  HISTORY     - Date     Condition        Report By
 EE1271  HISTORY     - 1961     MONUMENTED       CGS
 EE1271  HISTORY     - 1962     GOOD             NGS
 EE1271  HISTORY     - 19960605 GOOD             USPSQD
 EE1271
 EE1271                          STATION DESCRIPTION
 EE1271
 EE1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 EE1271'THE STATION IS LOCATED AT THE EAST EDGE OF EAST RIDGE, 1/2 MILE NORTH
 EE1271'OF THE GEORGIA STATE LINE AND IN THE SOUTHWEST INTERSECTION OF
 EE1271'RINGOLD ROAD (U.S. HIGHWAY 41) AND THE INTERSTATE HIGHWAY 75.
 EE1271'
 EE1271'THE MARK IS 26.9 FEET WEST OF A METAL LIGHT POLE, 17.7 FEET SOUTH OF
 EE1271'NORTH EDGE OF BLACK TOP, 5.7 FT. SOUTHWEST OF A METAL WITNESS POST
 EE1271'AND 3 FEET SOUTH OF A METAL GUARD RAIL.  THE MARK IS A STANDARD DISK
 EE1271'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH AND IS STAMPED
 EE1271'DIXIE 1961.
 EE1271'
 EE1271'REFERENCE MARK NO. 1 IS 20 FEET WEST OF SOUTHWEST END OF OVERPASS, 16
 EE1271'FEET SOUTH OF NORTH EDGE OF BLACK TOP AND 4 FEET SOUTHEAST OF EAST
 EE1271'END OF METAL GUARD RAIL.  IT IS A STANDARD DISK SET IN THE TOP OF A
 EE1271'SQUARE CONCRETE POST, SET FLUSH WITH THE GROUND AND IS STAMPED DIXIE
 EE1271'NO 1 1961.
 EE1271'
 EE1271'REFERENCE MARK NO. 2 IS 43 FEET EAST FROM A METAL LIGHT POLE AND 8
 EE1271'FEET SOUTH OF A METAL GUARD RAIL.  IT IS A STANDARD DISK SET IN THE
 EE1271'TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS
 EE1271'STAMPED DIXIE NO 2 1961.
 EE1271'
 EE1271'THE AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF THE WEST BOUND
 EE1271'LANE, 16 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE, 2.8 FEET
 EE1271'EAST OF MIDDLE ONE OF THREE BLACK AND WHITE CAUTION SIGNS, WITH
 EE1271'METAL WITNESS SIGN ATTACHED, AND 2.5 FEET WEST OF EAST CURB OF
 EE1271'CONCRETE ISLAND.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN
 EE1271'CONCRETE ISLAND SEPERATING THE EAST AND WEST BOUND TRAFFIC.
 EE1271'
 EE1271'TO REACH FROM THE OVERPASS ON RINGOLD ROAD, GO WEST ON RINGOLD ROAD
 EE1271'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 EE1271
 EE1271                          STATION RECOVERY (1962)
 EE1271
 EE1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EE1271'IN EAST RIDGE.
 EE1271'THE STATION IS LOCATED AT THE EAST EDGE OF EAST RIDGE, 1/2 MILE
 EE1271'NORTH OF THE GEORGIA STATE LINE AND IN THE SOUTHWEST INTERSECTION
 EE1271'OF RINGOLD ROAD (U.S. HIGHWAY 41) AND THE INTERSTATE HIGHWAY 75,
 EE1271'26.9 FEET WEST OF A METAL LIGHT POLE, 17.7 FEET SOUTH OF NORTH
 EE1271'EDGE OF BLACK TOP, 5.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 EE1271'3 FEET SOUTH OF METAL GUARD RAIL.  THE MARK IS A STANDARD DISK
 EE1271'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EE1271'AND IS ABOUT LEVEL WITH THE ROAD.
 EE1271
 EE1271                          STATION RECOVERY (1996)
 EE1271
 EE1271'RECOVERY NOTE BY US POWER SQUADRON 1996
 EE1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1273 ***********************************************************************
 EE1273  DESIGNATION -  DIXIE AZ MK
 EE1273  PID         -  EE1273
 EE1273  STATE/COUNTY-  TN/HAMILTON
 EE1273  USGS QUAD   -  EAST RIDGE (1982)
 EE1273
 EE1273                         *CURRENT SURVEY CONTROL
 EE1273  ___________________________________________________________________
 EE1273* NAD 83(1986)-  34 59 21.     (N)    085 12 26.     (W)     SCALED    
 EE1273* NAVD 88     -       210.458  (meters)     690.48   (feet)  POSTED    
 EE1273  ___________________________________________________________________
 EE1273  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EE1273  DYNAMIC HT  -         210.250 (meters)     689.80  (feet)  COMP
 EE1273  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 EE1273
 EE1273  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EE1273
 EE1273.The horizontal coordinates were scaled from a topographic map and have
 EE1273.an estimated accuracy of +/- 6 seconds.
 EE1273
 EE1273.The orthometric height was determined by differential leveling
 EE1273.and adjusted by the National Geodetic Survey in 1992..
 EE1273.No vertical observational check was made to the station.
 EE1273.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EE1273.was located on a no-check spur therefore a value was not computed.
 EE1273
 EE1273.The geoid height was determined by GEOID03.
 EE1273
 EE1273.The dynamic height is computed by dividing the NAVD 88
 EE1273.geopotential number by the normal gravity value computed on the
 EE1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1273.degrees latitude (g = 980.6199 gals.).
 EE1273
 EE1273.The modeled gravity was interpolated from observed gravity values.
 EE1273
 EE1273;                    North         East    Units  Estimated Accuracy
 EE1273;SPC TN       -    73,060.      672,380.      MT  (+/- 180 meters Scaled)
 EE1273
 EE1273                          SUPERSEDED SURVEY CONTROL
 EE1273
 EE1273  NGVD 29 (??/??/92)  210.467  (m)          690.51   (f) ADJ UNCH    2 0
 EE1273
 EE1273.Superseded values are not recommended for survey control.
 EE1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1273.See file dsdata.txt to determine how the superseded data were derived.
 EE1273
 EE1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD636733(NAD 83)
 EE1273_MARKER: DZ = AZIMUTH MARK DISK
 EE1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE1273_SP_SET: CONC ISLAND
 EE1273_STAMPING: DIXIE 1961
 EE1273_MARK LOGO: CGS   
 EE1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1273
 EE1273  HISTORY     - Date     Condition        Report By
 EE1273  HISTORY     - 1961     MONUMENTED       CGS
 EE1273  HISTORY     - 1962     GOOD             NGS
 EE1273  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 EE1273
 EE1273                          STATION DESCRIPTION
 EE1273
 EE1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EE1273'IN EAST RIDGE.
 EE1273'THE AZIMUTH MARK IS 0.1 MILE WEST OF THE DIXIE STATION SITE, 17
 EE1273'FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE, 16 FEET NORTH
 EE1273'OF THE CENTER OF THE EAST BOUND LANE, 2.8 FEET EAST OF MIDDLE ONE
 EE1273'OF THREE BLACK AND WHITE CAUTION SIGNS, WITH METAL WITNESS SIGN
 EE1273'ATTACHED, 2.5 FEET WEST OF EAST CURB OF CONCRETE ISLAND.  A
 EE1273'STANDARD DISK SET IN A DRILL HOLE IN CONCRETE ISLAND SEPERATING
 EE1273'THE EAST AND WEST BOUND TRAFFIC.
 EE1273
 EE1273                          STATION RECOVERY (1996)
 EE1273
 EE1273'RECOVERY NOTE BY US POWER SQUADRON 1996
 EE1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1272 ***********************************************************************
 EE1272  DESIGNATION -  DIXIE RM 1
 EE1272  PID         -  EE1272
 EE1272  STATE/COUNTY-  TN/HAMILTON
 EE1272  USGS QUAD   -  EAST RIDGE (1982)
 EE1272
 EE1272                         *CURRENT SURVEY CONTROL
 EE1272  ___________________________________________________________________
 EE1272* NAD 83(1986)-  34 59 23.     (N)    085 12 15.     (W)     SCALED    
 EE1272* NAVD 88     -       213.231  (meters)     699.58   (feet)  POSTED    
 EE1272  ___________________________________________________________________
 EE1272  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EE1272  DYNAMIC HT  -         213.020 (meters)     698.88  (feet)  COMP
 EE1272  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 EE1272
 EE1272  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EE1272
 EE1272.The horizontal coordinates were scaled from a topographic map and have
 EE1272.an estimated accuracy of +/- 6 seconds.
 EE1272
 EE1272.The orthometric height was determined by differential leveling
 EE1272.and adjusted by the National Geodetic Survey in 1992..
 EE1272.No vertical observational check was made to the station.
 EE1272.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EE1272.was located on a no-check spur therefore a value was not computed.
 EE1272
 EE1272.The geoid height was determined by GEOID03.
 EE1272
 EE1272.The dynamic height is computed by dividing the NAVD 88
 EE1272.geopotential number by the normal gravity value computed on the
 EE1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1272.degrees latitude (g = 980.6199 gals.).
 EE1272
 EE1272.The modeled gravity was interpolated from observed gravity values.
 EE1272
 EE1272;                    North         East    Units  Estimated Accuracy
 EE1272;SPC TN       -    73,120.      672,660.      MT  (+/- 180 meters Scaled)
 EE1272
 EE1272                          SUPERSEDED SURVEY CONTROL
 EE1272
 EE1272  NGVD 29 (??/??/92)  213.240  (m)          699.60   (f) ADJ UNCH    2 0
 EE1272
 EE1272.Superseded values are not recommended for survey control.
 EE1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1272.See file dsdata.txt to determine how the superseded data were derived.
 EE1272
 EE1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD639733(NAD 83)
 EE1272_MARKER: DR = REFERENCE MARK DISK
 EE1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1272_STAMPING: DIXIE NO 1 1961
 EE1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1272+STABILITY: SURFACE MOTION
 EE1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1272+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 EE1272
 EE1272  HISTORY     - Date     Condition        Report By
 EE1272  HISTORY     - 1961     MONUMENTED       CGS
 EE1272  HISTORY     - 1962     GOOD             NGS
 EE1272  HISTORY     - 19960605 GOOD             USPSQD
 EE1272  HISTORY     - 20050802 GOOD             INDIV
 EE1272
 EE1272                          STATION DESCRIPTION
 EE1272
 EE1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EE1272'IN EAST RIDGE.
 EE1272'AT THE DIXIE STATION SITE, 59.6 FEET EAST OF THE STATION, 20
 EE1272'FEET WEST OF SOUTHWEST END OF OVERPASS, 16 FEET SOUTH OF SOUTH EDGE
 EE1272'OF PAVEMENT, 4 FEET SOUTHEAST OF EAST END OF METAL GUARD RAIL.
 EE1272'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH
 EE1272'WITH THE GROUND AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 EE1272
 EE1272                          STATION RECOVERY (1996)
 EE1272
 EE1272'RECOVERY NOTE BY US POWER SQUADRON 1996
 EE1272'RECOVERED IN GOOD CONDITION.
 EE1272
 EE1272                          STATION RECOVERY (2005)
 EE1272
 EE1272'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SWC)
 EE1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1270 ***********************************************************************
 EE1270  DESIGNATION -  DIXIE RM 2
 EE1270  PID         -  EE1270
 EE1270  STATE/COUNTY-  TN/HAMILTON
 EE1270  USGS QUAD   -  EAST RIDGE (1982)
 EE1270
 EE1270                         *CURRENT SURVEY CONTROL
 EE1270  ___________________________________________________________________
 EE1270* NAD 83(1986)-  34 59 23.     (N)    085 12 15.     (W)     SCALED    
 EE1270* NAVD 88     -       211.838  (meters)     695.01   (feet)  POSTED    
 EE1270  ___________________________________________________________________
 EE1270  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 EE1270  DYNAMIC HT  -         211.630 (meters)     694.32  (feet)  COMP
 EE1270  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 EE1270
 EE1270  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EE1270
 EE1270.The horizontal coordinates were scaled from a topographic map and have
 EE1270.an estimated accuracy of +/- 6 seconds.
 EE1270
 EE1270.The orthometric height was determined by differential leveling
 EE1270.and adjusted by the National Geodetic Survey in 1992..
 EE1270.No vertical observational check was made to the station.
 EE1270.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EE1270.was located on a no-check spur therefore a value was not computed.
 EE1270
 EE1270.The geoid height was determined by GEOID03.
 EE1270
 EE1270.The dynamic height is computed by dividing the NAVD 88
 EE1270.geopotential number by the normal gravity value computed on the
 EE1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1270.degrees latitude (g = 980.6199 gals.).
 EE1270
 EE1270.The modeled gravity was interpolated from observed gravity values.
 EE1270
 EE1270;                    North         East    Units  Estimated Accuracy
 EE1270;SPC TN       -    73,120.      672,660.      MT  (+/- 180 meters Scaled)
 EE1270
 EE1270                          SUPERSEDED SURVEY CONTROL
 EE1270
 EE1270  NGVD 29 (??/??/92)  211.848  (m)          695.04   (f) ADJ UNCH    2 0
 EE1270
 EE1270.Superseded values are not recommended for survey control.
 EE1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1270.See file dsdata.txt to determine how the superseded data were derived.
 EE1270
 EE1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD639733(NAD 83)
 EE1270_MARKER: DR = REFERENCE MARK DISK
 EE1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1270_STAMPING: DIXIE NO 2 1961
 EE1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1270+STABILITY: SURFACE MOTION
 EE1270
 EE1270  HISTORY     - Date     Condition        Report By
 EE1270  HISTORY     - 1961     MONUMENTED       CGS
 EE1270  HISTORY     - 1962     GOOD             NGS
 EE1270  HISTORY     - 19960605 GOOD             USPSQD
 EE1270
 EE1270                          STATION DESCRIPTION
 EE1270
 EE1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EE1270'IN EAST RIDGE.
 EE1270'AT THE DIXIE STATION SITE, 56.9 FEET WEST OF THE STATION, 43
 EE1270'FEET EAST OF A METAL LIGHT POLE, 8 FEET SOUTH OF A METAL GUARD
 EE1270'RAIL.  A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 EE1270'FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE ROAD.
 EE1270
 EE1270                          STATION RECOVERY (1996)
 EE1270
 EE1270'RECOVERY NOTE BY US POWER SQUADRON 1996
 EE1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE6167 ***********************************************************************
 DE6167  SACS        -  This is a Secondary Airport Control Station.
 DE6167  DESIGNATION -  DKX A
 DE6167  PID         -  DE6167
 DE6167  STATE/COUNTY-  TN/KNOX
 DE6167  USGS QUAD   -  KNOXVILLE (1978)
 DE6167
 DE6167                         *CURRENT SURVEY CONTROL
 DE6167  ___________________________________________________________________
 DE6167* NAD 83(1995)-  35 57 44.73344(N)    083 52 44.01657(W)     ADJUSTED  
 DE6167* NAVD 88     -       253.14   (meters)     830.5    (feet)  GPS OBS   
 DE6167  ___________________________________________________________________
 DE6167  X           -     551,132.677 (meters)                     COMP
 DE6167  Y           -  -5,139,160.550 (meters)                     COMP
 DE6167  Z           -   3,724,948.576 (meters)                     COMP
 DE6167  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DE6167  ELLIP HEIGHT-         222.44  (meters)          (07/11/02) GPS OBS
 DE6167  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DE6167
 DE6167  HORZ ORDER  -  FIRST
 DE6167  ELLP ORDER  -  THIRD     CLASS I
 DE6167
 DE6167.This mark is at Knoxville Downtown Isl Airport (DKX)
 DE6167
 DE6167.The horizontal coordinates were established by GPS observations
 DE6167.and adjusted by the National Geodetic Survey in July 2002..
 DE6167
 DE6167.The orthometric height was determined by GPS observations and a
 DE6167.high-resolution geoid model.
 DE6167
 DE6167.GPS derived orthometric heights for airport stations designated as
 DE6167.PACS or SACS are published to 2 decimal places.  This maintains
 DE6167.centimeter relative accuracy between the PACS and SACS.  It does
 DE6167.not indicate centimeter accuracy relative to other marks which are
 DE6167.part of the NAVD 88 network.
 DE6167
 DE6167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6167
 DE6167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6167
 DE6167.The ellipsoidal height was determined by GPS observations
 DE6167.and is referenced to NAD 83.
 DE6167
 DE6167.The geoid height was determined by GEOID03.
 DE6167
 DE6167;                    North         East     Units Scale Factor Converg.
 DE6167;SPC TN       -   182,819.739   791,313.092   MT  0.99995090   +1 14 30.4
 DE6167;SPC TN       -   599,801.09  2,596,166.37   sFT  0.99995090   +1 14 30.4
 DE6167;UTM  17      - 3,983,613.251   240,374.966   MT  1.00043065   -1 41 29.7
 DE6167
 DE6167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6167!SPC TN       -   0.99996509  x   0.99995090  =   0.99991599
 DE6167!UTM  17      -   0.99996509  x   1.00043065  =   1.00039572
 DE6167
 DE6167                          SUPERSEDED SURVEY CONTROL
 DE6167
 DE6167.No superseded survey control is available for this station.
 DE6167
 DE6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4037583613(NAD 83)
 DE6167_MARKER: DD = SURVEY DISK
 DE6167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE6167_STAMPING: DKX A 1996
 DE6167_MARK LOGO: NGS   
 DE6167_PROJECTION: FLUSH
 DE6167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6167+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1996
 DE6167_ROD/PIPE-DEPTH: 1.0  meters
 DE6167_SLEEVE-DEPTH  : 0.1 meters
 DE6167
 DE6167  HISTORY     - Date     Condition        Report By
 DE6167  HISTORY     - 19960101 MONUMENTED       NGS
 DE6167
 DE6167                          STATION DESCRIPTION
 DE6167
 DE6167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 DE6167'THE STATION IS LOCATED IN DOWNTOWN KNOXVILLE AT THE DOWNTOWN ISLAND
 DE6167'HOME AIRPORT,
 DE6167'NEAR THE WEST END OF THE AIRFIELD, AND BETWEEN THE RUNWAY END AND THE
 DE6167'TAXI.
 DE6167'OWNERSHIP--CITY OF KNOXVILLE.  CONTACT WILLIAM MARRISON FOR PERMISSION
 DE6167'TO OCCUPY THIS
 DE6167'STATION AND ACCESS THROUGH THE LOCKED GATE.  PHONE 423-970-2773.  FBO
 DE6167'IS HAWTHORNE
 DE6167'AVIATION.  PHONE 423-577-4461.
 DE6167' 
 DE6167'TO REACH FROM THE SOUTHEND OF THE GAY STREET BRIDGE OVER THE TENNESSEE
 DE6167'RIVER, GO
 DE6167'SOUTH, THEN EAST, ON GAY STREET FOR0.70 MI TO THE JUNCTION OF
 DE6167'MAPLEWOOD DRIVE.  BEAR
 DE6167'LEFT, EAST, ON MAPLEWOOD DRIVE FOR 0.15 MI TO TWO STONE PILLARS ( AT
 DE6167'THIS POINT THE ROAD
 DE6167'NAME CHANGES TO SPENCE PLACE).  CONTINUE EAST ON SPENCE PLACE FOR 0.8
 DE6167'MI TO THE AIRPORT
 DE6167'OFFICE ON THE LEFT.  FROM THE GATE GO NORTH ACROSS THE APRON 0.05 MI
 DE6167'TO THE PARALLEL
 DE6167'TAXIEWAY.  TURN LEFT, WEST ALONG THE TAXIWAY FOR 0.35 MI TO THE
 DE6167'STATION ON THE RIGHT
 DE6167'NEAR THE END OF THE TAXI.
 DE6167' 
 DE6167'THE STATOIN IS A SURVEY DISK SET INTO THE TOP OF A 1 M LONG FENO ROD
 DE6167'ENCASED IN A 0.17 M
 DE6167'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 DE6167'GROUND.  IT IS 85.6
 DE6167'FT EAST OF THE EAST EDGE OF THE CONNECTOR TAXIWAY, 58.1 FT SOUTH OF
 DE6167'THE SOUTH EDGE OF
 DE6167'THE TAXI, AND 56.4 FT NORTH OF THE NORTH EDGE OF THE PARALLEL TAXIWAY.
 DE6167'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DE6167' 
 DE6167'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1349 ***********************************************************************
 FC1349  DESIGNATION -  DOBBINS
 FC1349  PID         -  FC1349
 FC1349  STATE/COUNTY-  TN/MARION
 FC1349  USGS QUAD   -  MONTEAGLE (1982)
 FC1349
 FC1349                         *CURRENT SURVEY CONTROL
 FC1349  ___________________________________________________________________
 FC1349* NAD 83(1995)-  35 13 41.15544(N)    085 49 30.09798(W)     ADJUSTED  
 FC1349* NAVD 88     -       582.013  (meters)    1909.49   (feet)  ADJUSTED  
 FC1349  ___________________________________________________________________
 FC1349  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FC1349  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1349  DYNAMIC HT  -         581.419 (meters)    1907.54  (feet)  COMP
 FC1349  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 FC1349
 FC1349  HORZ ORDER  -  SECOND
 FC1349  VERT ORDER  -  SECOND    CLASS 0
 FC1349
 FC1349.The horizontal coordinates were established by classical geodetic methods
 FC1349.and adjusted by the National Geodetic Survey in April 1999..
 FC1349
 FC1349.The orthometric height was determined by differential leveling
 FC1349.and adjusted by the National Geodetic Survey in June 1991..
 FC1349
 FC1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1349
 FC1349.The geoid height was determined by GEOID03.
 FC1349
 FC1349.The dynamic height is computed by dividing the NAVD 88
 FC1349.geopotential number by the normal gravity value computed on the
 FC1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1349.degrees latitude (g = 980.6199 gals.).
 FC1349
 FC1349.The modeled gravity was interpolated from observed gravity values.
 FC1349
 FC1349;                    North         East     Units Scale Factor Converg.
 FC1349;SPC TN       -    99,288.943   615,928.547   MT  1.00000394   +0 06 08.8
 FC1349;SPC TN       -   325,750.47  2,020,758.91   sFT  1.00000394   +0 06 08.8
 FC1349;UTM  16      - 3,898,971.278   606,922.355   MT  0.99974089   +0 40 40.2
 FC1349
 FC1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1349!SPC TN       -   0.99991317  x   1.00000394  =   0.99991711
 FC1349!UTM  16      -   0.99991317  x   0.99974089  =   0.99965408
 FC1349
 FC1349|---------------------------------------------------------------------|
 FC1349| PID    Reference Object                     Distance      Geod. Az  |
 FC1349|                                                           dddmmss.s |
 FC1349| FC1348 DOBBINS RM 1                         29.400 METERS 24016     |
 FC1349| FC1907 SEWANEE MUNICIPAL TANK              APPROX. 8.9 KM 2535355.5 |
 FC1349| FC1905 SEWANEE ATT RELAY TOWER             APPROX. 5.6 KM 2600459.0 |
 FC1349| FC1909 SEWANEE TVA RADIO MAST              APPROX. 5.7 KM 2603118.8 |
 FC1349| FC1906 SEWANEE LOOKOUT TOWER SC 1          APPROX. 5.8 KM 2605710.5 |
 FC1349| FC1396 MONTEAGLE                           APPROX. 2.5 KM 3013753.9 |
 FC1349| FC1350 DOBBINS RM 2                         37.183 METERS 30147     |
 FC1349| FC1351 DOBBINS AZ MK                                      3154636.1 |
 FC1349| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX. 1.9 KM 3172537.1 |
 FC1349|---------------------------------------------------------------------|
 FC1349
 FC1349                          SUPERSEDED SURVEY CONTROL
 FC1349
 FC1349  NAD 83(1995)-  35 13 41.15757(N)    085 49 30.09759(W) AD(       ) 2
 FC1349  NAD 83(1995)-  35 13 41.15785(N)    085 49 30.09830(W) AD(       ) 2
 FC1349  NAD 83(1995)-  35 13 41.16166(N)    085 49 30.09527(W) AD(       ) 2
 FC1349  NAD 83(1986)-  35 13 41.16259(N)    085 49 30.09442(W) AD(       ) 2
 FC1349  NAD 27      -  35 13 40.86800(N)    085 49 30.18860(W) AD(       ) 2
 FC1349  NGVD 29 (??/??/92)  581.996  (m)         1909.43   (f) ADJ UNCH    2 0
 FC1349
 FC1349.Superseded values are not recommended for survey control.
 FC1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1349.See file dsdata.txt to determine how the superseded data were derived.
 FC1349
 FC1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0692298971(NAD 83)
 FC1349_MARKER: DE = TRAVERSE STATION DISK
 FC1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1349_STAMPING: DOBBINS 1962
 FC1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1349+STABILITY: SURFACE MOTION
 FC1349
 FC1349  HISTORY     - Date     Condition        Report By
 FC1349  HISTORY     - 1962     MONUMENTED       CGS
 FC1349  HISTORY     - 1962     GOOD             CGS
 FC1349
 FC1349                          STATION DESCRIPTION
 FC1349
 FC1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1349'THE STATION IS LOCATED ON THE PROPERTY OF MR. C. E. DOBBINS, ABOUT 1
 FC1349'MILE SOUTHEAST OF MONTEAGLE AND JUST EAST OF U.S. HIGHWAY 41.
 FC1349'
 FC1349'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO EAST ON
 FC1349'U.S. HIGHWAY 41 FOR 0.45 MILE TO THE JUNCTION OF U.S. HIGHWAY
 FC1349'41 AND STATE ROUTE 56, CONTINUE ON U.S. HIGHWAY 41 FOR 0.85 MILE TO
 FC1349'THE AZIMUTH MARK ON THE RIGHT. PROCEED ON U.S. HIGHWAY
 FC1349'41 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, JUST AFTER PASSING THE
 FC1349'LONE OAK CAFE, TURN LEFT AND GO ABOUT 40 YARDS AND THE
 FC1349'STATION ON THE LEFT.
 FC1349'
 FC1349'THE STATION MARK IS 125 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 FC1349'HIGHWAY 41, 35 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC1349'GRAVELED ROAD AND 2.7 FEET WEST OF A METAL WITNESS POST. IT IS A
 FC1349'STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT
 FC1349'WHICH PROJECTS 2 INCHES AND IS STAMPED DOBBINS 1962.
 FC1349'
 FC1349'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1349'U.S. HIGHWAY 41 AND 21 FEET SOUTH OF THE APPROXIMATE
 FC1349'CENTER OF A GRAVELED ROAD. IT IS A STANDARD DISK SET IN A SQUARE
 FC1349'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 FC1349'DOBBINS NO 1 1962.
 FC1349'
 FC1349'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1349'U.S. HIGHWAY 41, 12 FEET SOUTHWEST OF A 24-INCH TREE AND 8
 FC1349'FEET EAST OF A POWER LINE BRACE POLE. IT IS A STANDARD DISK SET IN A
 FC1349'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH AND IS
 FC1349'STAMPED DOBBINS NO 2 1962.
 FC1349'
 FC1349'THE AZIMUTH MARK IS 58 FEET SOUTH OF A POWER LINE POLE NO. 464, 38
 FC1349'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41
 FC1349'AND 1.6 FEET NORTHEAST OF A METAL WITNESS POST. IT IS A STANDARD DISK
 FC1349'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 FC1349'AND IS STAMPED DOBBINS 1962.
 FC1349'
 FC1349'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FC1349
 FC1349                          STATION RECOVERY (1962)
 FC1349
 FC1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1349'1.3 MI SE FROM MONTEAGLE.
 FC1349'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1349'ON U.S. HIGHWAYS 41 AND 64 FOR 1.30 MILES TO THE MARK SET NEAR
 FC1349'THE LONE OAK CAFE, 125 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1349'U.S. HIGHWAYS 41 AND 64, 35 FEET NORTH OF THE APPROXIMATE CENTER
 FC1349'OF A GRAVEL ROAD, AND 2.7 FEET WEST OF A METAL WITNESS POST.  A
 FC1349'STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE
 FC1349'POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1351 ***********************************************************************
 FC1351  DESIGNATION -  DOBBINS AZ MK
 FC1351  PID         -  FC1351
 FC1351  STATE/COUNTY-  TN/MARION
 FC1351  USGS QUAD   -  MONTEAGLE (1982)
 FC1351
 FC1351                         *CURRENT SURVEY CONTROL
 FC1351  ___________________________________________________________________
 FC1351* NAD 83(1986)-  35 13 46.     (N)    085 49 35.     (W)     SCALED    
 FC1351* NAVD 88     -       582.406  (meters)    1910.78   (feet)  ADJUSTED  
 FC1351  ___________________________________________________________________
 FC1351  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1351  DYNAMIC HT  -         581.812 (meters)    1908.83  (feet)  COMP
 FC1351  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 FC1351
 FC1351  VERT ORDER  -  SECOND    CLASS 0
 FC1351
 FC1351.The horizontal coordinates were scaled from a topographic map and have
 FC1351.an estimated accuracy of +/- 6 seconds.
 FC1351
 FC1351.The orthometric height was determined by differential leveling
 FC1351.and adjusted by the National Geodetic Survey in June 1991..
 FC1351
 FC1351.The geoid height was determined by GEOID03.
 FC1351
 FC1351.The dynamic height is computed by dividing the NAVD 88
 FC1351.geopotential number by the normal gravity value computed on the
 FC1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1351.degrees latitude (g = 980.6199 gals.).
 FC1351
 FC1351.The modeled gravity was interpolated from observed gravity values.
 FC1351
 FC1351;                    North         East    Units  Estimated Accuracy
 FC1351;SPC TN       -    99,440.      615,800.      MT  (+/- 180 meters Scaled)
 FC1351
 FC1351                          SUPERSEDED SURVEY CONTROL
 FC1351
 FC1351  NGVD 29 (??/??/92)  582.390  (m)         1910.72   (f) ADJ UNCH    2 0
 FC1351
 FC1351.Superseded values are not recommended for survey control.
 FC1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1351.See file dsdata.txt to determine how the superseded data were derived.
 FC1351
 FC1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD067991(NAD 83)
 FC1351_MARKER: DZ = AZIMUTH MARK DISK
 FC1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1351_STAMPING: DOBBINS 1962
 FC1351_MARK LOGO: CGS   
 FC1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1351+STABILITY: SURFACE MOTION
 FC1351
 FC1351  HISTORY     - Date     Condition        Report By
 FC1351  HISTORY     - 1962     MONUMENTED       CGS
 FC1351
 FC1351                          STATION DESCRIPTION
 FC1351
 FC1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1351'1.2 MI SE FROM MONTEAGLE.
 FC1351'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1351'ON U.S. HIGHWAYS 41 AND 64 FOR 1.15 MILES TO THE MARK SET ON THE
 FC1351'RIGHT AT A SHARP CURVE IN THE HIGHWAY, 58 FEET SOUTH OF A POWER
 FC1351'LINE POLE NO. 464, 38 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC1351'OF U.S. HIGHWAYS 41 AND 64 AND 1.6 FEET NORTHEAST OF A METAL
 FC1351'WITNESS POST.  A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 FC1351'CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT 2 FEET BELOW THE
 FC1351'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1348 ***********************************************************************
 FC1348  DESIGNATION -  DOBBINS RM 1
 FC1348  PID         -  FC1348
 FC1348  STATE/COUNTY-  TN/MARION
 FC1348  USGS QUAD   -  MONTEAGLE (1982)
 FC1348
 FC1348                         *CURRENT SURVEY CONTROL
 FC1348  ___________________________________________________________________
 FC1348* NAD 83(1986)-  35 13 40.     (N)    085 49 30.     (W)     SCALED    
 FC1348* NAVD 88     -       583.305  (meters)    1913.73   (feet)  ADJUSTED  
 FC1348  ___________________________________________________________________
 FC1348  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1348  DYNAMIC HT  -         582.710 (meters)    1911.77  (feet)  COMP
 FC1348  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 FC1348
 FC1348  VERT ORDER  -  SECOND    CLASS 0
 FC1348
 FC1348.The horizontal coordinates were scaled from a topographic map and have
 FC1348.an estimated accuracy of +/- 6 seconds.
 FC1348
 FC1348.The orthometric height was determined by differential leveling
 FC1348.and adjusted by the National Geodetic Survey in June 1991..
 FC1348
 FC1348.The geoid height was determined by GEOID03.
 FC1348
 FC1348.The dynamic height is computed by dividing the NAVD 88
 FC1348.geopotential number by the normal gravity value computed on the
 FC1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1348.degrees latitude (g = 980.6199 gals.).
 FC1348
 FC1348.The modeled gravity was interpolated from observed gravity values.
 FC1348
 FC1348;                    North         East    Units  Estimated Accuracy
 FC1348;SPC TN       -    99,250.      615,930.      MT  (+/- 180 meters Scaled)
 FC1348
 FC1348                          SUPERSEDED SURVEY CONTROL
 FC1348
 FC1348  NGVD 29 (??/??/92)  583.289  (m)         1913.67   (f) ADJ UNCH    2 0
 FC1348
 FC1348.Superseded values are not recommended for survey control.
 FC1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1348.See file dsdata.txt to determine how the superseded data were derived.
 FC1348
 FC1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD069989(NAD 83)
 FC1348_MARKER: DR = REFERENCE MARK DISK
 FC1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1348_STAMPING: DOBBINS NO 1
 FC1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1348+STABILITY: SURFACE MOTION
 FC1348
 FC1348  HISTORY     - Date     Condition        Report By
 FC1348  HISTORY     - 1962     MONUMENTED       CGS
 FC1348  HISTORY     - 1962     GOOD             NGS
 FC1348
 FC1348                          STATION DESCRIPTION
 FC1348
 FC1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1348'1.3 MI SE FROM MONTEAGLE.
 FC1348'AT THE DOBBINS STATION SITE, 96.46 FEET SOUTHWEST OF THE STATION,
 FC1348'34 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 64
 FC1348'AND 21 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVEL ROAD.
 FC1348'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FC1348'POST PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1350 ***********************************************************************
 FC1350  DESIGNATION -  DOBBINS RM 2
 FC1350  PID         -  FC1350
 FC1350  STATE/COUNTY-  TN/MARION
 FC1350  USGS QUAD   -  MONTEAGLE (1982)
 FC1350
 FC1350                         *CURRENT SURVEY CONTROL
 FC1350  ___________________________________________________________________
 FC1350* NAD 83(1986)-  35 13 40.     (N)    085 49 30.     (W)     SCALED    
 FC1350* NAVD 88     -       582.338  (meters)    1910.55   (feet)  ADJUSTED  
 FC1350  ___________________________________________________________________
 FC1350  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1350  DYNAMIC HT  -         581.744 (meters)    1908.61  (feet)  COMP
 FC1350  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 FC1350
 FC1350  VERT ORDER  -  SECOND    CLASS 0
 FC1350
 FC1350.The horizontal coordinates were scaled from a topographic map and have
 FC1350.an estimated accuracy of +/- 6 seconds.
 FC1350
 FC1350.The orthometric height was determined by differential leveling
 FC1350.and adjusted by the National Geodetic Survey in June 1991..
 FC1350
 FC1350.The geoid height was determined by GEOID03.
 FC1350
 FC1350.The dynamic height is computed by dividing the NAVD 88
 FC1350.geopotential number by the normal gravity value computed on the
 FC1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1350.degrees latitude (g = 980.6199 gals.).
 FC1350
 FC1350.The modeled gravity was interpolated from observed gravity values.
 FC1350
 FC1350;                    North         East    Units  Estimated Accuracy
 FC1350;SPC TN       -    99,250.      615,930.      MT  (+/- 180 meters Scaled)
 FC1350
 FC1350                          SUPERSEDED SURVEY CONTROL
 FC1350
 FC1350  NGVD 29 (??/??/92)  582.322  (m)         1910.50   (f) ADJ UNCH    2 0
 FC1350
 FC1350.Superseded values are not recommended for survey control.
 FC1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1350.See file dsdata.txt to determine how the superseded data were derived.
 FC1350
 FC1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD069989(NAD 83)
 FC1350_MARKER: DR = REFERENCE MARK DISK
 FC1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1350_STAMPING: DOBBINS NO 2
 FC1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1350+STABILITY: SURFACE MOTION
 FC1350
 FC1350  HISTORY     - Date     Condition        Report By
 FC1350  HISTORY     - 1962     MONUMENTED       CGS
 FC1350  HISTORY     - 1962     GOOD             NGS
 FC1350
 FC1350                          STATION DESCRIPTION
 FC1350
 FC1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1350'1.3 MI SE FROM MONTEAGLE.
 FC1350'AT THE DOBBINS STATION SITE, 121.99 FEET NORTHWEST OF THE
 FC1350'STATION, 45 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS
 FC1350'41 AND 64, 12 FEET SOUTHWEST OF A 24-INCH TREE, AND 8 FEET EAST
 FC1350'OF A POWER LINE BRACE POLE.  A STANDARD REFERENCE MARK DISK SET
 FC1350'IN THE TOP OF A CONCRETE POST PROJECTS 1 INCH AND IS ABOUT LEVEL
 FC1350'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2141 ***********************************************************************
 FZ2141  DESIGNATION -  DOE
 FZ2141  PID         -  FZ2141
 FZ2141  STATE/COUNTY-  TN/JOHNSON
 FZ2141  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ2141
 FZ2141                         *CURRENT SURVEY CONTROL
 FZ2141  ___________________________________________________________________
 FZ2141* NAD 83(1995)-  36 25 36.53060(N)    081 51 59.87869(W)     ADJUSTED  
 FZ2141* NAVD 88     -      1185.     (meters)    3888.     (feet)  SCALED    
 FZ2141  ___________________________________________________________________
 FZ2141  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FZ2141  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FZ2141
 FZ2141  HORZ ORDER  -  SECOND
 FZ2141
 FZ2141.The horizontal coordinates were established by classical geodetic methods
 FZ2141.and adjusted by the National Geodetic Survey in April 1999..
 FZ2141
 FZ2141.The orthometric height was scaled from a topographic map.
 FZ2141
 FZ2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2141
 FZ2141.The geoid height was determined by GEOID03.
 FZ2141
 FZ2141;                    North         East     Units Scale Factor Converg.
 FZ2141;SPC TN       -   240,100.822   970,551.582   MT  1.00000182   +2 25 11.4
 FZ2141;SPC TN       -   787,730.78  3,184,217.98   sFT  1.00000182   +2 25 11.4
 FZ2141;UTM  17      - 4,031,638.943   422,314.599   MT  0.99967435   -0 30 52.7
 FZ2141
 FZ2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2141!SPC TN       -   0.99981895  x   1.00000182  =   0.99982077
 FZ2141!UTM  17      -   0.99981895  x   0.99967435  =   0.99949336
 FZ2141
 FZ2141|---------------------------------------------------------------------|
 FZ2141| PID    Reference Object                     Distance      Geod. Az  |
 FZ2141|                                                           dddmmss.s |
 FZ2141| DC3267 DOE RM 2                             10.833 METERS 13655     |
 FZ2141| FZ2169 SHADY                               APPROX. 8.5 KM 3482417.1 |
 FZ2141| DC3266 DOE RM 1                             14.844 METERS 35456     |
 FZ2141|---------------------------------------------------------------------|
 FZ2141
 FZ2141                          SUPERSEDED SURVEY CONTROL
 FZ2141
 FZ2141  NAD 83(1995)-  36 25 36.53566(N)    081 51 59.87993(W) AD(       ) 2
 FZ2141  NAD 83(1995)-  36 25 36.54068(N)    081 51 59.88236(W) AD(       ) 2
 FZ2141  NAD 83(1986)-  36 25 36.54081(N)    081 51 59.88231(W) AD(       ) 2
 FZ2141  NAD 27      -  36 25 36.10991(N)    081 52 00.46568(W) AD(       ) 2
 FZ2141
 FZ2141.Superseded values are not recommended for survey control.
 FZ2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2141.See file dsdata.txt to determine how the superseded data were derived.
 FZ2141
 FZ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2231531639(NAD 83)
 FZ2141_MARKER: DS = TRIANGULATION STATION DISK
 FZ2141_SETTING: 80 = SET IN A BOULDER
 FZ2141_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FZ2141
 FZ2141  HISTORY     - Date     Condition        Report By
 FZ2141  HISTORY     - 1934     MONUMENTED       CGS
 FZ2141  HISTORY     - 1937     GOOD             CGS
 FZ2141
 FZ2141                          STATION DESCRIPTION
 FZ2141
 FZ2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ2141'ABOUT 41/2 MILES SOUTHWEST OF MOUNTAIN CITY, 13/4 MILES
 FZ2141'SOUTH-SOUTHEAST OF
 FZ2141'LITTLE DOE, 13/4 MILES NORTHWEST OF VAUGHTSVILLE,
 FZ2141'ON HIGHEST PART AT SOUTH END OF
 FZ2141'HIGHEST RIDGE OF DOE MOUNTAIN ON WHAT
 FZ2141'IS KNOWN LOCALLY AS SNAKE DEN RIDGE, 21.6 FEET
 FZ2141'EAST OF 7-INCH
 FZ2141'TRIANGLE- BLAZED TREE, 15 FEET EAST OF CENTER OF CIVILIAN
 FZ2141'CONSERVATION
 FZ2141'CORPS TRAIL, AND 12 FEET SOUTHWEST OF 10-INCH
 FZ2141'TRIANGLE-BLAZED TREE.  TO REACH
 FZ2141'FROM JUNCTION OF ROUTES 421 AND 67 IN
 FZ2141'MOUNTAIN CITY, GO WEST 4.6 MILES ON ROUTE 67 TO
 FZ2141'SMALL UNPAINTED
 FZ2141'CHURCH ON LEFT AND THREE MAIL BOXES ON RIGHT, TURN LEFT AND GO 0.7
 FZ2141'MILE TO HOME OF
 FZ2141'JOHN NELSON AT END OF TRUCK TRAVEL, FOLLOW WAGON ROAD
 FZ2141'FROM HOUSE ABOUT 275 YARDS, TURN
 FZ2141'LEFT ONTO TRAIL THROUGH WOODS TO
 FZ2141'CREEK BED, FOLLOW CREEK BED AND BLAZED TRAIL TO TOP
 FZ2141'OF RIDGE AND
 FZ2141'ABOVE-MENTIONED TRAIL, TURN LEFT ONTO TRAIL AND GO ABOUT 0.3 MILE TO
 FZ2141'TRIANGLE-BLAZED
 FZ2141'TREES AND STATION SITE.  TOTAL WALK ABOUT 2.5 MILES.
 FZ2141'MARKED BY STANDARD STATION DISK IN
 FZ2141'BOULDER.   REFERENCE MARKS
 FZ2141'ARE STANDARD REFERENCE DISKS IN BOULDERS,
 FZ2141'NO.  1 IS 18
 FZ2141'FEET EAST OF CENTER OF TRAIL AND 48.70 FEET FROM STATION
 FZ2141'S 05 DEG 04 MIN W
 FZ2141'MINUTES.  NO.  2 IS 1.5 FEET NORTHEAST OF 14-INCH
 FZ2141'CHESTNUT OAK AND 35.54 FEET FROM
 FZ2141'STATION N 43 DEG 05 MIN W
 FZ2141'BEARING  FROM STATION TO NORTH RED BRICK
 FZ2141'CHIMNEY OF
 FZ2141'TWO-STORY HOUSE, DISTANT 3 MILES, IS N 89 DEG 34 MIN E.
 FZ2141
 FZ2141                          STATION RECOVERY (1937)
 FZ2141
 FZ2141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (TVA)
 FZ2141'PRESENT CONDITION OF THE MARK GOOD.  MARK STAMPED DOE 1934.
 FZ2141'
 FZ2141'DESCRIPTION SHOULD BE CHANGED TO READ AS FOLLOWS-....60-FOOT STEEL
 FZ2141'TOWER ERECTED AND
 FZ2141'CENTERED OVER STATION, TABLET RAISED 2 FEET AND SET
 FZ2141'IN CONCRETE BLOCK....
 FZ2141'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0382 ***********************************************************************
 FD0382  DESIGNATION -  DOGGETT
 FD0382  PID         -  FD0382
 FD0382  STATE/COUNTY-  TN/MARSHALL
 FD0382  USGS QUAD   -  BRICK CHURCH (1981)
 FD0382
 FD0382                         *CURRENT SURVEY CONTROL
 FD0382  ___________________________________________________________________
 FD0382* NAD 83(1995)-  35 21 22.13110(N)    086 52 59.05186(W)     ADJUSTED  
 FD0382* NAVD 88     -       344.298  (meters)    1129.58   (feet)  ADJUSTED  
 FD0382  ___________________________________________________________________
 FD0382  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FD0382  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0382  DYNAMIC HT  -         343.983 (meters)    1128.55  (feet)  COMP
 FD0382  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FD0382
 FD0382  HORZ ORDER  -  SECOND
 FD0382  VERT ORDER  -  SECOND    CLASS 0
 FD0382
 FD0382.The horizontal coordinates were established by classical geodetic methods
 FD0382.and adjusted by the National Geodetic Survey in April 1999..
 FD0382
 FD0382.The orthometric height was determined by differential leveling
 FD0382.and adjusted by the National Geodetic Survey in June 1991..
 FD0382
 FD0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0382
 FD0382.The geoid height was determined by GEOID03.
 FD0382
 FD0382.The dynamic height is computed by dividing the NAVD 88
 FD0382.geopotential number by the normal gravity value computed on the
 FD0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0382.degrees latitude (g = 980.6199 gals.).
 FD0382
 FD0382.The modeled gravity was interpolated from observed gravity values.
 FD0382
 FD0382;                    North         East     Units Scale Factor Converg.
 FD0382;SPC TN       -   113,843.199   519,739.463   MT  0.99998296   -0 31 01.1
 FD0382;SPC TN       -   373,500.56  1,705,178.55   sFT  0.99998296   -0 31 01.1
 FD0382;UTM  16      - 3,912,545.907   510,623.624   MT  0.99960139   +0 04 03.6
 FD0382
 FD0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0382!SPC TN       -   0.99995031  x   0.99998296  =   0.99993327
 FD0382!UTM  16      -   0.99995031  x   0.99960139  =   0.99955172
 FD0382
 FD0382|---------------------------------------------------------------------|
 FD0382| PID    Reference Object                     Distance      Geod. Az  |
 FD0382|                                                           dddmmss.s |
 FD0382| FD0383 DOGGETT RM 1                         28.641 METERS 09500     |
 FD0382| FD0384 DOGGETT RM 2                         27.777 METERS 27124     |
 FD0382| FD0379 MARS                                APPROX. 1.8 KM 3511852.3 |
 FD0382|---------------------------------------------------------------------|
 FD0382
 FD0382                          SUPERSEDED SURVEY CONTROL
 FD0382
 FD0382  NAD 83(1995)-  35 21 22.13395(N)    086 52 59.05279(W) AD(       ) 2
 FD0382  NAD 83(1995)-  35 21 22.13605(N)    086 52 59.05389(W) AD(       ) 2
 FD0382  NAD 83(1986)-  35 21 22.14105(N)    086 52 59.05273(W) AD(       ) 2
 FD0382  NAD 27      -  35 21 21.86540(N)    086 52 59.04400(W) AD(       ) 2
 FD0382  NGVD 29 (??/??/92)  344.279  (m)         1129.52   (f) ADJ UNCH    2 0
 FD0382
 FD0382.Superseded values are not recommended for survey control.
 FD0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0382.See file dsdata.txt to determine how the superseded data were derived.
 FD0382
 FD0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1062412546(NAD 83)
 FD0382_MARKER: DE = TRAVERSE STATION DISK
 FD0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0382_STAMPING: DOGGETT 1960
 FD0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0382+STABILITY: SURFACE MOTION
 FD0382
 FD0382  HISTORY     - Date     Condition        Report By
 FD0382  HISTORY     - 1960     MONUMENTED       CGS
 FD0382  HISTORY     - 1960     GOOD             CGS
 FD0382
 FD0382                          STATION DESCRIPTION
 FD0382
 FD0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0382'THE STATION IS LOCATED ON THE PROPERTY OF DR J C LEONARD, ABOUT 8
 FD0382'MILES SOUTHWEST OF
 FD0382'LEWISBURG, ABOUT 2.5 MILES WEST OF CORNERSVILLE AND NEAR
 FD0382'THE SUMMIT OF A HILL.
 FD0382'
 FD0382'TO REACH THE STATION FROM THE POST OFFICE IN CORNERSVILLE, GO
 FD0382'SOUTHWEST ON U S HIGHWAY
 FD0382'31A FOR 2.45 MILES TO THE BLUE CREEK ROAD ON THE RIGHT.  TURH
 FD0382'RIGHT, AND GO WESTERLY FOR
 FD0382'1.0 MILES TO A FORK AND SIGN A J FULLER.
 FD0382'KEEP RIGHT, AND GO NORTHWEST FOR 1.15 MILES
 FD0382'TO A HOUSE ON THE RIGHT
 FD0382'AND END OF TRUCK TRAVEL.  FROM THE HOUSE PACK NORTH ABOUT 0.2
 FD0382'MILE TO ABOUT THE
 FD0382'HIGHEST POINT AND STATION.
 FD0382'
 FD0382'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0382'MONUMENT, STAMPED
 FD0382'DOGGETT 1960, AND SET FLUSH.  IT IS 14 FEET SOUTH OF A WIRE
 FD0382'FENCE AND 3.5 FEET WEST OF
 FD0382'A WITNESS SIGN.
 FD0382'
 FD0382'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0382'STAMPED DOGGETT NO 1
 FD0382'1960, AND SET FLUSH.  IT IS 9 FEET SOUTH OF A WIRE FENCE
 FD0382'AND ABOUT THE SAME ELEVATION AS
 FD0382'THE STANDARD MARK.
 FD0382'
 FD0382'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0382'STAMPED DOGGETT NO 2
 FD0382'1960, AND SET FLUSH.  IT IS 30 FEET SOUTHWEST OF A
 FD0382'30-INCH TREE, 23 FEET SOUTH OF
 FD0382'A WIRE FENCE, AND ABOUT 2 FEET LOWER
 FD0382'THAN THE STATION MARK.
 FD0382'
 FD0382'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0382'STATION MARS WILL
 FD0382'SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0382'THEREOF.
 FD0382'
 FD0382'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FD0382
 FD0382                          STATION RECOVERY (1960)
 FD0382
 FD0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0382'7.8 MI S FROM CORNERSVILLE.
 FD0382'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S.
 FD0382'HIGHWAY 31A FOR 4.45 MILES, THEN 3.35 MILES NORTH ON INTERSTATE
 FD0382'HIGHWAY 65, THEN ABOUT 0.1 MILE WEST TO THE HIGHEST POINT OF
 FD0382'A HILL.  THE STATION MARK IS ABOUT 0.2 MILE NORTH OF THE A.J.
 FD0382'FULLER HOME, 14 FT. SOUTH OF A FENCE AND 3.5 FT. WEST OF A
 FD0382'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0382'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0383 ***********************************************************************
 FD0383  DESIGNATION -  DOGGETT RM 1
 FD0383  PID         -  FD0383
 FD0383  STATE/COUNTY-  TN/MARSHALL
 FD0383  USGS QUAD   -  BRICK CHURCH (1981)
 FD0383
 FD0383                         *CURRENT SURVEY CONTROL
 FD0383  ___________________________________________________________________
 FD0383* NAD 83(1986)-  35 21 21.     (N)    086 52 59.     (W)     SCALED    
 FD0383* NAVD 88     -       344.258  (meters)    1129.45   (feet)  ADJUSTED  
 FD0383  ___________________________________________________________________
 FD0383  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0383  DYNAMIC HT  -         343.943 (meters)    1128.42  (feet)  COMP
 FD0383  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FD0383
 FD0383  VERT ORDER  -  SECOND    CLASS 0
 FD0383
 FD0383.The horizontal coordinates were scaled from a topographic map and have
 FD0383.an estimated accuracy of +/- 6 seconds.
 FD0383
 FD0383.The orthometric height was determined by differential leveling
 FD0383.and adjusted by the National Geodetic Survey in June 1991..
 FD0383
 FD0383.The geoid height was determined by GEOID03.
 FD0383
 FD0383.The dynamic height is computed by dividing the NAVD 88
 FD0383.geopotential number by the normal gravity value computed on the
 FD0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0383.degrees latitude (g = 980.6199 gals.).
 FD0383
 FD0383.The modeled gravity was interpolated from observed gravity values.
 FD0383
 FD0383;                    North         East    Units  Estimated Accuracy
 FD0383;SPC TN       -   113,810.      519,740.      MT  (+/- 180 meters Scaled)
 FD0383
 FD0383                          SUPERSEDED SURVEY CONTROL
 FD0383
 FD0383  NGVD 29 (??/??/92)  344.238  (m)         1129.39   (f) ADJ UNCH    2 0
 FD0383
 FD0383.Superseded values are not recommended for survey control.
 FD0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0383.See file dsdata.txt to determine how the superseded data were derived.
 FD0383
 FD0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE106125(NAD 83)
 FD0383_MARKER: DR = REFERENCE MARK DISK
 FD0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0383_STAMPING: DOGGETT NO 1 1960
 FD0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0383+STABILITY: SURFACE MOTION
 FD0383
 FD0383  HISTORY     - Date     Condition        Report By
 FD0383  HISTORY     - 1960     MONUMENTED       CGS
 FD0383
 FD0383                          STATION DESCRIPTION
 FD0383
 FD0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0383'7.8 MI S FROM CORNERSVILLE.
 FD0383'THIS MARK IS LOCATED AT THE DOGGETT 1960 STATION SITE, 94 FT.
 FD0383'EAST OF THE STATION MARK AND 9 FT. SOUTH OF A FENCE.  THE
 FD0383'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0383'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0384 ***********************************************************************
 FD0384  DESIGNATION -  DOGGETT RM 2
 FD0384  PID         -  FD0384
 FD0384  STATE/COUNTY-  TN/MARSHALL
 FD0384  USGS QUAD   -  BRICK CHURCH (1981)
 FD0384
 FD0384                         *CURRENT SURVEY CONTROL
 FD0384  ___________________________________________________________________
 FD0384* NAD 83(1986)-  35 21 21.     (N)    086 52 59.     (W)     SCALED    
 FD0384* NAVD 88     -       343.341  (meters)    1126.44   (feet)  ADJUSTED  
 FD0384  ___________________________________________________________________
 FD0384  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0384  DYNAMIC HT  -         343.027 (meters)    1125.41  (feet)  COMP
 FD0384  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FD0384
 FD0384  VERT ORDER  -  SECOND    CLASS 0
 FD0384
 FD0384.The horizontal coordinates were scaled from a topographic map and have
 FD0384.an estimated accuracy of +/- 6 seconds.
 FD0384
 FD0384.The orthometric height was determined by differential leveling
 FD0384.and adjusted by the National Geodetic Survey in June 1991..
 FD0384
 FD0384.The geoid height was determined by GEOID03.
 FD0384
 FD0384.The dynamic height is computed by dividing the NAVD 88
 FD0384.geopotential number by the normal gravity value computed on the
 FD0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0384.degrees latitude (g = 980.6199 gals.).
 FD0384
 FD0384.The modeled gravity was interpolated from observed gravity values.
 FD0384
 FD0384;                    North         East    Units  Estimated Accuracy
 FD0384;SPC TN       -   113,810.      519,740.      MT  (+/- 180 meters Scaled)
 FD0384
 FD0384                          SUPERSEDED SURVEY CONTROL
 FD0384
 FD0384  NGVD 29 (??/??/92)  343.321  (m)         1126.38   (f) ADJ UNCH    2 0
 FD0384
 FD0384.Superseded values are not recommended for survey control.
 FD0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0384.See file dsdata.txt to determine how the superseded data were derived.
 FD0384
 FD0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE106125(NAD 83)
 FD0384_MARKER: DR = REFERENCE MARK DISK
 FD0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0384_STAMPING: DOGGETT NO 2 1960
 FD0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0384+STABILITY: SURFACE MOTION
 FD0384
 FD0384  HISTORY     - Date     Condition        Report By
 FD0384  HISTORY     - 1960     MONUMENTED       CGS
 FD0384
 FD0384                          STATION DESCRIPTION
 FD0384
 FD0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0384'7.8 MI S FROM CORNERSVILLE.
 FD0384'THIS MARK IS LOCATED AT THE DOGGETT 1960 STATION SITE, 91 FT.
 FD0384'WEST OF THE STATION MARK, 30 FT. SOUTHWEST OF A 30-INCH TREE,
 FD0384'23 FT. SOUTH OF A WIRE FENCE AND ABOUT 2 FT. BELOW THE STATION.
 FD0384'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0384'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0111 ***********************************************************************
 GC0111  DESIGNATION -  DOLE
 GC0111  PID         -  GC0111
 GC0111  STATE/COUNTY-  TN/SUMNER
 GC0111  USGS QUAD   -  WESTMORELAND (1979)
 GC0111
 GC0111                         *CURRENT SURVEY CONTROL
 GC0111  ___________________________________________________________________
 GC0111* NAD 83(1986)-  36 33 34.     (N)    086 14 26.     (W)     SCALED    
 GC0111* NAVD 88     -       304.221  (meters)     998.10   (feet)  ADJUSTED  
 GC0111  ___________________________________________________________________
 GC0111  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0111  DYNAMIC HT  -         303.973 (meters)     997.28  (feet)  COMP
 GC0111  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GC0111
 GC0111  VERT ORDER  -  SECOND    CLASS 0
 GC0111
 GC0111.The horizontal coordinates were scaled from a topographic map and have
 GC0111.an estimated accuracy of +/- 6 seconds.
 GC0111
 GC0111.The orthometric height was determined by differential leveling
 GC0111.and adjusted by the National Geodetic Survey in June 1991..
 GC0111
 GC0111.The geoid height was determined by GEOID03.
 GC0111
 GC0111.The dynamic height is computed by dividing the NAVD 88
 GC0111.geopotential number by the normal gravity value computed on the
 GC0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0111.degrees latitude (g = 980.6199 gals.).
 GC0111
 GC0111.The modeled gravity was interpolated from observed gravity values.
 GC0111
 GC0111;                    North         East    Units  Estimated Accuracy
 GC0111;SPC TN       -   247,020.      578,460.      MT  (+/- 180 meters Scaled)
 GC0111
 GC0111                          SUPERSEDED SURVEY CONTROL
 GC0111
 GC0111  NGVD 29 (??/??/??)  304.36   (m)          998.6    (f) RESET       3  
 GC0111
 GC0111.Superseded values are not recommended for survey control.
 GC0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0111.See file dsdata.txt to determine how the superseded data were derived.
 GC0111
 GC0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF679462(NAD 83)
 GC0111_MARKER: DD = SURVEY DISK
 GC0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0111_STAMPING: DOLE 1961
 GC0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0111+STABILITY: SURFACE MOTION
 GC0111
 GC0111  HISTORY     - Date     Condition        Report By
 GC0111  HISTORY     - 1961     MONUMENTED       TNHD
 GC0111  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0111
 GC0111                          STATION DESCRIPTION
 GC0111
 GC0111'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0111'AT WESTMORELAND.
 GC0111'FROM THE RAILROAD STATION AT WESTMORELAND, GO NORTHEAST ON
 GC0111'PLEASANT GROVE ROAD FOR 0.05 MILE TO A ROAD RIGHT, TURN RIGHT
 GC0111'AND GO EAST FOR 0.45 MILE TO A DRIVEWAY AND TRACK ROAD RIGHT,
 GC0111'TURN RIGHT ON DRIVEWAY AND TRACK ROAD AND GO 0.1 MILE TO THE
 GC0111'STATION ON THE LEFT.  THE STATION IS 43 FEET NORTHWEST OF A GATE
 GC0111'AND FENCE CORNER POST, 9 FEET WEST OF THE CENTERLINE OF THE
 GC0111'TRACK ROAD, 2 FEET SOUTH OF A FENCE, AND 1 FOOT SOUTH OF A
 GC0111'WITNESS POST.  THE MARK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0111'CONCRETE MONUMENT.
 GC0111
 GC0111                          STATION RECOVERY (2002)
 GC0111
 GC0111'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0111'TOP OF HILL HAS BEEN LEVELED. MARK PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2081 ***********************************************************************
 GC2081  DESIGNATION -  DOLE
 GC2081  PID         -  GC2081
 GC2081  STATE/COUNTY-  TN/SUMNER
 GC2081  USGS QUAD   -  WESTMORELAND (1979)
 GC2081
 GC2081                         *CURRENT SURVEY CONTROL
 GC2081  ___________________________________________________________________
 GC2081* NAD 83(1995)-  36 33 34.54802(N)    086 14 26.42312(W)     ADJUSTED  
 GC2081* NAVD 88     -       304.23   (+/-2cm)     998.1    (feet)  VERTCON   
 GC2081  ___________________________________________________________________
 GC2081  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GC2081  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC2081
 GC2081  HORZ ORDER  -  SECOND
 GC2081  VERT ORDER  -  THIRD ? (See Below)
 GC2081
 GC2081.The horizontal coordinates were established by classical geodetic methods
 GC2081.and adjusted by the National Geodetic Survey in April 1999..
 GC2081
 GC2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2081.The vertical order pertains to the NGVD 29 superseded value.
 GC2081
 GC2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2081
 GC2081.The geoid height was determined by GEOID03.
 GC2081
 GC2081;                    North         East     Units Scale Factor Converg.
 GC2081;SPC TN       -   247,036.050   578,453.777   MT  1.00002847   -0 08 27.2
 GC2081;SPC TN       -   810,484.11  1,897,810.43   sFT  1.00002847   -0 08 27.2
 GC2081;SPC KY1Z     - 1,025,228.697 1,456,066.663   MT  1.00016641   -0 18 04.5
 GC2081;SPC KY1Z     - 3,363,604.48  4,777,112.04   sFT  1.00016641   -0 18 04.5
 GC2081;SPC KY S     -   525,223.538   456,072.383   MT  1.00003607   -0 17 51.3
 GC2081;SPC KY S     - 1,723,170.89  1,496,297.48   sFT  1.00003607   -0 17 51.3
 GC2081;UTM  16      - 4,046,287.024   567,950.156   MT  0.99965688   +0 27 08.3
 GC2081
 GC2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2081!SPC TN       -   0.99995689  x   1.00002847  =   0.99998536
 GC2081!SPC KY1Z     -   0.99995689  x   1.00016641  =   1.00012329
 GC2081!SPC KY S     -   0.99995689  x   1.00003607  =   0.99999296
 GC2081!UTM  16      -   0.99995689  x   0.99965688  =   0.99961378
 GC2081
 GC2081:                Primary Azimuth Mark                     Grid Az
 GC2081:SPC TN       -  DOLE AZ MK                               064 41 23.6
 GC2081:SPC KY1Z     -  DOLE AZ MK                               064 51 00.9
 GC2081:SPC KY S     -  DOLE AZ MK                               064 50 47.7
 GC2081:UTM  16      -  DOLE AZ MK                               064 05 48.1
 GC2081
 GC2081|---------------------------------------------------------------------|
 GC2081| PID    Reference Object                     Distance      Geod. Az  |
 GC2081|                                                           dddmmss.s |
 GC2081| GC0114 DOLE AZ MK                                         0643256.4 |
 GC2081| GC0113 DOLE RM 1                            20.544 METERS 19142     |
 GC2081| GC0112 DOLE RM 2                            17.599 METERS 27012     |
 GC2081|---------------------------------------------------------------------|
 GC2081
 GC2081                          SUPERSEDED SURVEY CONTROL
 GC2081
 GC2081  NAD 83(1995)-  36 33 34.54835(N)    086 14 26.42362(W) AD(       ) 2
 GC2081  NAD 83(1995)-  36 33 34.55675(N)    086 14 26.42632(W) AD(       ) 2
 GC2081  NAD 83(1986)-  36 33 34.55792(N)    086 14 26.42661(W) AD(       ) 2
 GC2081  NAD 27      -  36 33 34.40020(N)    086 14 26.47090(W) AD(       ) 2
 GC2081  NGVD 29 (07/19/86)  304.32   (m)          998.4    (f) LEVELING    3  
 GC2081
 GC2081.Superseded values are not recommended for survey control.
 GC2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2081.See file dsdata.txt to determine how the superseded data were derived.
 GC2081
 GC2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6795046287(NAD 83)
 GC2081_MARKER: DD = SURVEY DISK
 GC2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2081
 GC2081  HISTORY     - Date     Condition        Report By
 GC2081  HISTORY     - 1961     MONUMENTED       TNHD
 GC2081
 GC2081                          STATION DESCRIPTION
 GC2081
 GC2081'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2081'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF WESTMORELAND.
 GC2081'
 GC2081'TO REACH THE STATION FROM THE RAILROAD STATION IN WESTMORELAND, GO
 GC2081'NORTHEAST ON PLEASANT GROVE ROAD FOR 0.05 MILE TO A ROAD RIGHT,
 GC2081'TURN RIGHT, EAST, AND GO 0.45 MILE TO A DRIVEWAY AND TRACK ROAD
 GC2081'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE STATION ON THE
 GC2081'LEFT AS DESCRIBED.
 GC2081'
 GC2081'THE STATION IS 43 FEET NORTHWEST OF A GATE AND FENCE CORNER POST, 9
 GC2081'FEET WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD, 2 FEET SOUTH OF
 GC2081'A FENCE, AND 1.0 FOOT SOUTH OF A WITNESS POST. UNDERGROUND AND
 GC2081'SURFACE MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GC2081'STAMPED DOLE 1961. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GC2081'SURFACE. THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC2081'CONCRETE MONUMENT.
 GC2081'
 GC2081'REFERENCE MARK NO. 1 IS 70 FEET SOUTHWEST OF A FENCE CORNER POST AND
 GC2081'1.5 FEET NORTH OF A FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2081'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC2081'AND THE DISK IS STAMPED DOLE RM-1 1961.
 GC2081'
 GC2081'REFERENCE MARK NO. 2 IS 22 FEET NORTHWEST OF A FENCE CORNER POST AND
 GC2081'4 FEET EAST OF A FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2081'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC2081'AND THE DISK IS STAMPED DOLE RM-2 1961.
 GC2081'
 GC2081'THE AZIMUTH MARK IS 40 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A
 GC2081'FENCE AND 1 FOOT WEST OF A WITNESS POST. THE MARK IS A STANDARD
 GC2081'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2081'CONCRETE MONUMENT, AND THE DISK IS STAMPED DOLE AZI 1961.
 GC2081'
 GC2081'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE GRAVELED ROAD AND
 GC2081'THE DRIVEWAY, CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO
 GC2081'THE MARK ON THE LEFT AS DESCRIBED.
 GC2081'
 GC2081'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0114 ***********************************************************************
 GC0114  DESIGNATION -  DOLE AZ MK
 GC0114  PID         -  GC0114
 GC0114  STATE/COUNTY-  TN/SUMNER
 GC0114  USGS QUAD   -  WESTMORELAND (1979)
 GC0114
 GC0114                         *CURRENT SURVEY CONTROL
 GC0114  ___________________________________________________________________
 GC0114* NAD 83(1986)-  36 33 40.     (N)    086 14 07.     (W)     SCALED    
 GC0114* NAVD 88     -       291.812  (meters)     957.39   (feet)  ADJUSTED  
 GC0114  ___________________________________________________________________
 GC0114  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC0114  DYNAMIC HT  -         291.574 (meters)     956.61  (feet)  COMP
 GC0114  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GC0114
 GC0114  VERT ORDER  -  SECOND    CLASS 0
 GC0114
 GC0114.The horizontal coordinates were scaled from a topographic map and have
 GC0114.an estimated accuracy of +/- 6 seconds.
 GC0114
 GC0114.The orthometric height was determined by differential leveling
 GC0114.and adjusted by the National Geodetic Survey in June 1991..
 GC0114
 GC0114.The geoid height was determined by GEOID03.
 GC0114
 GC0114.The dynamic height is computed by dividing the NAVD 88
 GC0114.geopotential number by the normal gravity value computed on the
 GC0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0114.degrees latitude (g = 980.6199 gals.).
 GC0114
 GC0114.The modeled gravity was interpolated from observed gravity values.
 GC0114
 GC0114;                    North         East    Units  Estimated Accuracy
 GC0114;SPC TN       -   247,200.      578,940.      MT  (+/- 180 meters Scaled)
 GC0114
 GC0114                          SUPERSEDED SURVEY CONTROL
 GC0114
 GC0114  NGVD 29 (??/??/??)  291.95   (m)          957.8    (f) RESET       3  
 GC0114
 GC0114.Superseded values are not recommended for survey control.
 GC0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0114.See file dsdata.txt to determine how the superseded data were derived.
 GC0114
 GC0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF684464(NAD 83)
 GC0114_MARKER: DZ = AZIMUTH MARK DISK
 GC0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0114_STAMPING: DOLE AZI 1961
 GC0114_MARK LOGO: TNHD  
 GC0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0114+STABILITY: SURFACE MOTION
 GC0114
 GC0114  HISTORY     - Date     Condition        Report By
 GC0114  HISTORY     - 1961     MONUMENTED       TNHD
 GC0114  HISTORY     - 20020520 POOR             TNDT
 GC0114
 GC0114                          STATION DESCRIPTION
 GC0114
 GC0114'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0114'AT WESTMORELAND.
 GC0114'FROM THE RAILROAD STATION AT WESTMORELAND, GO NORTHEAST ON
 GC0114'PLEASANT GROVE ROAD FOR 0.05 MILE TO A ROAD RIGHT, TURN RIGHT
 GC0114'AND GO EAST FOR 0.75 MILE TO THE MARK ON THE LEFT.  THE MARK
 GC0114'IS 40 FEET SOUTH OF POWER POLE, 2 FEET WEST OF A FENCE, 1 FOOT
 GC0114'WEST OF A WITNESS POST, AND IS SET IN A 10-INCH SQUARE, FLUSH,
 GC0114'CONCRETE MONUMENT.
 GC0114
 GC0114                          STATION RECOVERY (2002)
 GC0114
 GC0114'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0114'MARK HAS BEEN DESTROYED. WITNESS POST AND CONCRETE POST CONTAINING
 GC0114'MARK FOUND LYING ATOP GROUND IN A FENCEROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0113 ***********************************************************************
 GC0113  DESIGNATION -  DOLE RM 1
 GC0113  PID         -  GC0113
 GC0113  STATE/COUNTY-  TN/SUMNER
 GC0113  USGS QUAD   -  WESTMORELAND (1979)
 GC0113
 GC0113                         *CURRENT SURVEY CONTROL
 GC0113  ___________________________________________________________________
 GC0113* NAD 83(1986)-  36 33 34.     (N)    086 14 26.     (W)     SCALED    
 GC0113* NAVD 88     -       302.670  (meters)     993.01   (feet)  ADJUSTED  
 GC0113  ___________________________________________________________________
 GC0113  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0113  DYNAMIC HT  -         302.423 (meters)     992.20  (feet)  COMP
 GC0113  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GC0113
 GC0113  VERT ORDER  -  SECOND    CLASS 0
 GC0113
 GC0113.The horizontal coordinates were scaled from a topographic map and have
 GC0113.an estimated accuracy of +/- 6 seconds.
 GC0113
 GC0113.The orthometric height was determined by differential leveling
 GC0113.and adjusted by the National Geodetic Survey in June 1991..
 GC0113
 GC0113.The geoid height was determined by GEOID03.
 GC0113
 GC0113.The dynamic height is computed by dividing the NAVD 88
 GC0113.geopotential number by the normal gravity value computed on the
 GC0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0113.degrees latitude (g = 980.6199 gals.).
 GC0113
 GC0113.The modeled gravity was interpolated from observed gravity values.
 GC0113
 GC0113;                    North         East    Units  Estimated Accuracy
 GC0113;SPC TN       -   247,020.      578,460.      MT  (+/- 180 meters Scaled)
 GC0113
 GC0113                          SUPERSEDED SURVEY CONTROL
 GC0113
 GC0113  NGVD 29 (??/??/92)  302.764  (m)          993.32   (f) ADJ UNCH    2 0
 GC0113
 GC0113.Superseded values are not recommended for survey control.
 GC0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0113.See file dsdata.txt to determine how the superseded data were derived.
 GC0113
 GC0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF679462(NAD 83)
 GC0113_MARKER: DR = REFERENCE MARK DISK
 GC0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0113_STAMPING: DOLE RM-1 1961
 GC0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0113+STABILITY: SURFACE MOTION
 GC0113
 GC0113  HISTORY     - Date     Condition        Report By
 GC0113  HISTORY     - 1961     MONUMENTED       TNHD
 GC0113  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0113
 GC0113                          STATION DESCRIPTION
 GC0113
 GC0113'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0113'AT WESTMORELAND.
 GC0113'THIS MARK IS LOCATED AT THE DOLE 1961 STATION SITE, 70 FEET
 GC0113'SOUTHWEST OF A FENCE CORNER POST, 1.5 FEET NORTH OF A FENCE.
 GC0113'THE MARK IS 67.4 FEET SOUTH OF THE STATION, AND SET IN A
 GC0113'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0113
 GC0113                          STATION RECOVERY (2002)
 GC0113
 GC0113'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0113'TOP OF HILL HAS BEEN LEVELED. MARK PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0112 ***********************************************************************
 GC0112  DESIGNATION -  DOLE RM 2
 GC0112  PID         -  GC0112
 GC0112  STATE/COUNTY-  TN/SUMNER
 GC0112  USGS QUAD   -  WESTMORELAND (1979)
 GC0112
 GC0112                         *CURRENT SURVEY CONTROL
 GC0112  ___________________________________________________________________
 GC0112* NAD 83(1986)-  36 33 34.     (N)    086 14 26.     (W)     SCALED    
 GC0112* NAVD 88     -       303.686  (meters)     996.34   (feet)  ADJUSTED  
 GC0112  ___________________________________________________________________
 GC0112  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0112  DYNAMIC HT  -         303.439 (meters)     995.53  (feet)  COMP
 GC0112  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GC0112
 GC0112  VERT ORDER  -  SECOND    CLASS 0
 GC0112
 GC0112.The horizontal coordinates were scaled from a topographic map and have
 GC0112.an estimated accuracy of +/- 6 seconds.
 GC0112
 GC0112.The orthometric height was determined by differential leveling
 GC0112.and adjusted by the National Geodetic Survey in June 1991..
 GC0112
 GC0112.The geoid height was determined by GEOID03.
 GC0112
 GC0112.The dynamic height is computed by dividing the NAVD 88
 GC0112.geopotential number by the normal gravity value computed on the
 GC0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0112.degrees latitude (g = 980.6199 gals.).
 GC0112
 GC0112.The modeled gravity was interpolated from observed gravity values.
 GC0112
 GC0112;                    North         East    Units  Estimated Accuracy
 GC0112;SPC TN       -   247,020.      578,460.      MT  (+/- 180 meters Scaled)
 GC0112
 GC0112                          SUPERSEDED SURVEY CONTROL
 GC0112
 GC0112  NGVD 29 (??/??/92)  303.781  (m)          996.65   (f) ADJ UNCH    2 0
 GC0112
 GC0112.Superseded values are not recommended for survey control.
 GC0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0112.See file dsdata.txt to determine how the superseded data were derived.
 GC0112
 GC0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF679462(NAD 83)
 GC0112_MARKER: DR = REFERENCE MARK DISK
 GC0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0112_STAMPING: DOLE RM-2 1961
 GC0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0112+STABILITY: SURFACE MOTION
 GC0112
 GC0112  HISTORY     - Date     Condition        Report By
 GC0112  HISTORY     - 1961     MONUMENTED       TNHD
 GC0112  HISTORY     - 20020520 MARK NOT FOUND   TNDT
 GC0112
 GC0112                          STATION DESCRIPTION
 GC0112
 GC0112'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0112'AT WESTMORELAND.
 GC0112'THIS MARK IS LOCATED AT THE DOLE 1961 STATION SITE, 22 FEET
 GC0112'NORTHWEST OF A FENCE CORNER POST AND 4 FEET EAST OF A FENCE.
 GC0112'THE MARK IS 57.7 FEET WEST OF THE STATION, AND IS SET IN A
 GC0112'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0112
 GC0112                          STATION RECOVERY (2002)
 GC0112
 GC0112'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0112'TOP OF HILL HAS BEEN LEVELED. MARK PRESUMABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2224 ***********************************************************************
 FE2224  DESIGNATION -  DOLLAR
 FE2224  PID         -  FE2224
 FE2224  STATE/COUNTY-  TN/CARROLL
 FE2224  USGS QUAD   -  BUENA VISTA (1973)
 FE2224
 FE2224                         *CURRENT SURVEY CONTROL
 FE2224  ___________________________________________________________________
 FE2224* NAD 83(1995)-  35 54 34.48746(N)    088 15 42.97656(W)     ADJUSTED  
 FE2224* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 FE2224  ___________________________________________________________________
 FE2224  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FE2224  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE2224
 FE2224  HORZ ORDER  -  SECOND
 FE2224
 FE2224.The horizontal coordinates were established by classical geodetic methods
 FE2224.and adjusted by the National Geodetic Survey in April 1999..
 FE2224
 FE2224.The orthometric height was scaled from a topographic map.
 FE2224
 FE2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2224
 FE2224.The geoid height was determined by GEOID03.
 FE2224
 FE2224;                    North         East     Units Scale Factor Converg.
 FE2224;SPC TN       -   177,242.346   395,851.312   MT  0.99994927   -1 19 27.2
 FE2224;SPC TN       -   581,502.60  1,298,722.18   sFT  0.99994927   -1 19 27.2
 FE2224;UTM  16      - 3,974,655.145   386,131.944   MT  0.99975977   -0 44 24.8
 FE2224
 FE2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2224!SPC TN       -   0.99997384  x   0.99994927  =   0.99992311
 FE2224!UTM  16      -   0.99997384  x   0.99975977  =   0.99973362
 FE2224
 FE2224:                Primary Azimuth Mark                     Grid Az
 FE2224:SPC TN       -  BRUCETON MUNICIPAL TANK                  007 46 24.7
 FE2224:UTM  16      -  BRUCETON MUNICIPAL TANK                  007 11 22.3
 FE2224
 FE2224|---------------------------------------------------------------------|
 FE2224| PID    Reference Object                     Distance      Geod. Az  |
 FE2224|                                                           dddmmss.s |
 FE2224| GD1477 BRUCETON MUNICIPAL TANK             APPROX.13.9 KM 0062657.5 |
 FE2224| CG3931 DOLLAR RM 1                          35.201 METERS 02005     |
 FE2224| CG3930 DOLLAR AZ MK                                       0951652.8 |
 FE2224| CG3932 DOLLAR RM 2                          27.996 METERS 28610     |
 FE2224|---------------------------------------------------------------------|
 FE2224
 FE2224                          SUPERSEDED SURVEY CONTROL
 FE2224
 FE2224  NAD 83(1995)-  35 54 34.48953(N)    088 15 42.98349(W) AD(       ) 2
 FE2224  NAD 83(1986)-  35 54 34.49764(N)    088 15 42.97709(W) AD(       ) 2
 FE2224  NAD 27      -  35 54 34.27300(N)    088 15 42.81700(W) AD(       ) 2
 FE2224
 FE2224.Superseded values are not recommended for survey control.
 FE2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2224.See file dsdata.txt to determine how the superseded data were derived.
 FE2224
 FE2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8613274655(NAD 83)
 FE2224_MARKER: DS = TRIANGULATION STATION DISK
 FE2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2224
 FE2224  HISTORY     - Date     Condition        Report By
 FE2224  HISTORY     - 1934     MONUMENTED       CGS
 FE2224  HISTORY     - 1959     GOOD             CGS
 FE2224  HISTORY     - 1973     GOOD             TVA
 FE2224
 FE2224                          STATION DESCRIPTION
 FE2224
 FE2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2224'ABOUT 4.2 MILES SOUTH-SOUTHEAST OF BUENA VISTA. TO REACH FROM BUENA
 FE2224'VISTA, FOLLOW MAIN ROAD EAST 0.4 MILE AND TURN SOUTH, CONTINUE
 FE2224'ABOUT 1 MILE, CROSS BIG SANDY RIVER AND CONTINUE 6.6 MILES TO VILLAGE
 FE2224'OF DOLLAR. CONTINUE TO DOLLAR SCHOOL, TURN RIGHT AND CONTINUE
 FE2224'0.3 MILE TO STATION SITE. STATION IS ON SUMMIT OF SMALL HILL, 250
 FE2224'FEET SOUTHWEST OF HOME OF C. L. SAUNDERS, 80 FEET SOUTH-SOUTHEAST OF
 FE2224'CENTER OF ROAD, AND 48 FEET WEST OF DIM FARM ROAD ALONG EAST EDGE OF
 FE2224'HILLTOP. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FE2224'DISKS IN CONCRETE. REFERENCE AND AZIMUTH MARKS
 FE2224'ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS 16 FEET
 FE2224'NORTHEAST OF CENTER LINE OF ROAD AND 115.49 FEET FROM STATION
 FE2224'N 20 DEG 05 MIN E.  NO. 2 IS ON NORTH FENCE LINE, ON SOUTHWEST
 FE2224'SIDE OF ROAD, AND 91.85 FEET FROM STATION N 73 DEG 50 MIN W.
 FE2224'AZIMUTH MARK IS 60 FEET NORTHWEST OF BUENA VISTA ROAD, NEAR WELL
 FE2224'HOUSE, AT HOME OF MRS. BOYD, AND 0.3 MILE FROM STATION
 FE2224'S 84 DEG 44 MIN E.
 FE2224
 FE2224                          STATION RECOVERY (1959)
 FE2224
 FE2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 FE2224'STATION RECOVERED. ALL MARKS WERE FOUND IN GOOD CONDITION. DUE TO
 FE2224'ROAD CHANGES A NEW TO REACH FOLLOWS- TO REACH FROM THE WEST STOP
 FE2224'LIGHT ON U.S. HIGHWAY 70, IN BRUCETON GO WEST ON U.S. 70 FOR 1.75
 FE2224'MILES TO SIDE ROAD LEFT, PROSPECT BAPTIST CHURCH ON RIGHT. TURN
 FE2224'LEFT AND GO SOUTH FOR 1.2 MILES TO END OF BLACKTOP, CONTINUE SOUTH ON
 FE2224'GRAVELED ROAD FOR 4.0 MILES TO FORKS, KEEP RIGHT ACROSS A WOODEN
 FE2224'BRIDGE (NO RAILING) GOING SOUTH FOR 0.15 MILE TO FORKS. TAKE LEFT
 FE2224'FORK SOUTH FOR 1.4 MILES TO FORKS. TAKE LEFT FORK FOR 0.25 MILE TO
 FE2224'FORKS. TAKE LEFT FORK FOR 0.6 MILE TO CHURCH ON LEFT. CONTINUE SOUTH
 FE2224'ON MAIN ROAD FOR 0.5 MILE TO A T-INTERSECTION, KEEP LEFT STRAIGHT
 FE2224'AHEAD FOR 1.2 MILES TO CROSSROADS. TURN RIGHT AND GO WEST FOR 0.25
 FE2224'MILE TO TOP OF GRADE AND STATION ON THE LEFT AT SOUTH SIDE OF ROAD.
 FE2224
 FE2224                          STATION RECOVERY (1973)
 FE2224
 FE2224'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FE2224'CONDITION OF POINT WHEN FOUND GOOD.
 FE2224'
 FE2224'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOLLAR STATION MARK
 FE2224'1934 USC AND GS.
 FE2224'
 FE2224'SEE ORIGINAL DESCRIPTION.
 FE2224'
 FE2224'ADD TO DESCRIPTION.  33.50 FT. NORTH FROM N.E. COR. OF WHITE FRAME,
 FE2224'H.
 FE2224'17.20 FT. WEST FROM POWER POLE.
 FE2224'STATION IS IN FRONT YARD OF DWELLING HOUSE.
 FE2224'
 FE2224'DOLLAR AZ MK-POINT WHEN FOUND GOOD.
 FE2224'
 FE2224'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOLLAR AZI 1934
 FE2224'USC AND GS.
 FE2224'
 FE2224'SEE ORIGINAL DESC.
 FE2224'
 FE2224'ADD TO DESC.  2.50 FT. N 25 E. FROM 6 INCH CEDAR.
 FE2224'50.0 FT. WEST FROM CENTERLINE GRAVEL ROAD.
 FE2224'+ OR - 480.0 FT. SOUTH FROM CROSS ROADS.
 FE2224'
 FE2224'T.V.A. POST AND SIGN SET AT MON.
 FE2224'
 FE2224'DOLLAR RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2224'
 FE2224'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOLLAR NO 1 1934
 FE2224'USC AND GS.
 FE2224'
 FE2224'SEE ORIGINAL DESCRIPTION.  STATION IS ON TOP CUT + OR - 4.0 FT ABOVE
 FE2224'ROAD (ELEV.).
 FE2224'
 FE2224'DOLLAR RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2224'
 FE2224'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOLLAR NO 2 1934
 FE2224'USC AND GS.
 FE2224'
 FE2224'SEE ORIGINAL DESCRIPTION.
 FE2224'
 FE2224'NOTE--STATION IS NOW IN N.W. CORNER OF YARD.
 FE2224'
 FE2224'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.2 MI SOUTH, SOUTH EAST OF
 FE2224'BUENA VISTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2441 ***********************************************************************
 FB2441  DESIGNATION -  DOLLY
 FB2441  PID         -  FB2441
 FB2441  STATE/COUNTY-  TN/COCKE
 FB2441  USGS QUAD   -  HARTFORD (1968)
 FB2441
 FB2441                         *CURRENT SURVEY CONTROL
 FB2441  ___________________________________________________________________
 FB2441* NAD 83(1995)-  35 52 29.76083(N)    083 11 16.58799(W)     ADJUSTED  
 FB2441* NAVD 88     -       346.0    (meters)    1135.     (feet)  VERTCON   
 FB2441  ___________________________________________________________________
 FB2441  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 FB2441  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB2441
 FB2441  HORZ ORDER  -  SECOND
 FB2441
 FB2441.The horizontal coordinates were established by classical geodetic methods
 FB2441.and adjusted by the National Geodetic Survey in April 1999..
 FB2441
 FB2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2441
 FB2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2441
 FB2441.The geoid height was determined by GEOID03.
 FB2441
 FB2441;                    North         East     Units Scale Factor Converg.
 FB2441;SPC TN       -   174,686.925   853,897.351   MT  0.99994865   +1 38 46.6
 FB2441;SPC TN       -   573,118.69  2,801,494.89   sFT  0.99994865   +1 38 46.6
 FB2441;UTM  17      - 3,972,287.594   302,480.017   MT  1.00008076   -1 16 57.3
 FB2441
 FB2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2441!SPC TN       -   0.99995046  x   0.99994865  =   0.99989912
 FB2441!UTM  17      -   0.99995046  x   1.00008076  =   1.00003122
 FB2441
 FB2441|---------------------------------------------------------------------|
 FB2441| PID    Reference Object                     Distance      Geod. Az  |
 FB2441|                                                           dddmmss.s |
 FB2441| CZ4796 DOLLY RM 1                            8.199 METERS 00241     |
 FB2441| CZ4797 DOLLY RM 2                           10.677 METERS 18001     |
 FB2441| FB1399 DOLLY 2                              60.012 METERS 18214     |
 FB2441| FB1401 DOLLY AZ MK                                        1821405.4 |
 FB2441|---------------------------------------------------------------------|
 FB2441
 FB2441                          SUPERSEDED SURVEY CONTROL
 FB2441
 FB2441  NAD 83(1995)-  35 52 29.76633(N)    083 11 16.59240(W) AD(       ) 2
 FB2441  NAD 83(1986)-  35 52 29.77197(N)    083 11 16.59028(W) AD(       ) 2
 FB2441  NAD 27      -  35 52 29.43000(N)    083 11 17.03300(W) AD(       ) 2
 FB2441  NGVD 29 (07/19/86)  346.2    (m)         1136.     (f) VERT ANG       
 FB2441
 FB2441.Superseded values are not recommended for survey control.
 FB2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2441.See file dsdata.txt to determine how the superseded data were derived.
 FB2441
 FB2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0248072288(NAD 83)
 FB2441_MARKER: DS = TRIANGULATION STATION DISK
 FB2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2441
 FB2441  HISTORY     - Date     Condition        Report By
 FB2441  HISTORY     - 1961     MONUMENTED       CGS
 FB2441
 FB2441                          STATION DESCRIPTION
 FB2441
 FB2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2441'THE STATION IS LOCATED ON THE WEST SIDE OF THE PIGEON RIVER ROAD
 FB2441'RIGHT-OF-WAY ABOUT 6 MILES SOUTH OF NEWPORT.
 FB2441'
 FB2441'TO REACH THE STATION FROM THE JOHN W. FISHER BRIDGE ON U.S. HIGHWAY
 FB2441'70 IN THE EAST SECTION OF NEWPORT GO EAST FOR 0.05 MILE TO THE
 FB2441'PIGEON RIVER ROAD. TURN RIGHT AND FOLLOW THE ROAD 6.3 MILES TO STATE
 FB2441'FOREST SERVICE HEADQUARTERS ON THE LEFT, CONTINUE SOUTH FOR 0.5
 FB2441'MILE TO THE STATION ON THE RIGHT.
 FB2441'
 FB2441'THE STATION IS BELOW THE ROAD ON THE EDGE OF A MEADOW. THE MARK IS 25
 FB2441'FEET WEST OF THE ROAD CENTER LINE, 3.5 FEET NORTHWEST OF A
 FB2441'POWER POLE NEAR A SMALL TREE AND 2 FEET SOUTH WEST OF WITNESS POST
 FB2441'AND SIGN. THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE
 FB2441'MONUMENT AND STAMPED DOLLY 1961.
 FB2441'
 FB2441'REFERENCE MARK NO. 1 IS AT THE EDGE OF A MEADOW AND TO THE NORTH OF
 FB2441'THE MEADOW ENTRANCE. IT IS 25 FEET WEST OF THE CENTER LINE OF
 FB2441'THE ROAD. THE MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 FB2441'PROJECTING 2 INCHES AND STAMPED DOLLY NO 1 1961.
 FB2441'
 FB2441'REFERENCE MARK NO. 2 IS AT THE EDGE OF THE MEADOW. THE MARK IS 24
 FB2441'FEET WEST OF THE ROAD CENTER LINE. THE MARK IS A STANDARD DISK
 FB2441'SET IN A CONCRETE MONUMENT PROJECTING 2 INCHES AND IS STAMPED DOLLY
 FB2441'NO 2 1961.
 FB2441'
 FB2441'THE AZIMUTH MARK IS ON THE SAME ROAD AS THE STATION AND 0.2 MILE
 FB2441'SOUTH. IT IS ABOUT 35 YARDS AND ACROSS THE ROAD WEST OF AN OLD
 FB2441'BARN. IT IS 23.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 FB2441'EAST OF POWER POLE NO. 127 AND 1.5 FEET WEST OF A WITNESS SIGN AND
 FB2441'POST. THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT
 FB2441'AND STAMPED DOLLY 1961.
 FB2441'
 FB2441'NOTE- THE SURFACE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 HAVE
 FB2441'BEEN DESTROYED BY ROAD CONSTRUCTION. A TRAVERSE CONNECTION WAS
 FB2441'MADE FROM DOLLY TO DOLLY 2 ON LINE TO DOLLY AZIMUTH MARK.
 FB2441'DISTANCE-60.012 METERS-196.89 FEET.  SEE DOLLY 2
 FB2441'DESCRIPTION.
 FB2441'
 FB2441'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1399 ***********************************************************************
 FB1399  DESIGNATION -  DOLLY 2
 FB1399  PID         -  FB1399
 FB1399  STATE/COUNTY-  TN/COCKE
 FB1399  USGS QUAD   -  HARTFORD (1968)
 FB1399
 FB1399                         *CURRENT SURVEY CONTROL
 FB1399  ___________________________________________________________________
 FB1399* NAD 83(1995)-  35 52 27.81521(N)    083 11 16.68127(W)     ADJUSTED  
 FB1399* NAVD 88     -       346.091  (meters)    1135.47   (feet)  ADJUSTED  
 FB1399  ___________________________________________________________________
 FB1399  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 FB1399  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1399  DYNAMIC HT  -         345.759 (meters)    1134.38  (feet)  COMP
 FB1399  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 FB1399
 FB1399  HORZ ORDER  -  SECOND
 FB1399  VERT ORDER  -  SECOND    CLASS 0
 FB1399
 FB1399.The horizontal coordinates were established by classical geodetic methods
 FB1399.and adjusted by the National Geodetic Survey in April 1999..
 FB1399
 FB1399.The orthometric height was determined by differential leveling
 FB1399.and adjusted by the National Geodetic Survey in June 1991..
 FB1399
 FB1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1399
 FB1399.The geoid height was determined by GEOID03.
 FB1399
 FB1399.The dynamic height is computed by dividing the NAVD 88
 FB1399.geopotential number by the normal gravity value computed on the
 FB1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1399.degrees latitude (g = 980.6199 gals.).
 FB1399
 FB1399.The modeled gravity was interpolated from observed gravity values.
 FB1399
 FB1399;                    North         East     Units Scale Factor Converg.
 FB1399;SPC TN       -   174,626.919   853,896.735   MT  0.99994865   +1 38 46.6
 FB1399;SPC TN       -   572,921.82  2,801,492.87   sFT  0.99994865   +1 38 46.6
 FB1399;UTM  17      - 3,972,227.690   302,476.335   MT  1.00008078   -1 16 57.3
 FB1399
 FB1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1399!SPC TN       -   0.99995045  x   0.99994865  =   0.99989911
 FB1399!UTM  17      -   0.99995045  x   1.00008078  =   1.00003123
 FB1399
 FB1399|---------------------------------------------------------------------|
 FB1399| PID    Reference Object                     Distance      Geod. Az  |
 FB1399|                                                           dddmmss.s |
 FB1399| FB2441 DOLLY                                60.012 METERS 00214     |
 FB1399| CZ4796 DOLLY RM 1                                         00328     |
 FB1399| FB1401 DOLLY AZ MK                                        1821404.2 |
 FB1399| CZ4797 DOLLY RM 2                                         18322     |
 FB1399|---------------------------------------------------------------------|
 FB1399
 FB1399                          SUPERSEDED SURVEY CONTROL
 FB1399
 FB1399  NAD 83(1995)-  35 52 27.82071(N)    083 11 16.68568(W) AD(       ) 2
 FB1399  NAD 83(1986)-  35 52 27.82635(N)    083 11 16.68356(W) AD(       ) 2
 FB1399  NAD 27      -  35 52 27.48390(N)    083 11 17.11040(W) AD(       ) 2
 FB1399  NGVD 29 (??/??/92)  346.250  (m)         1135.99   (f) ADJ UNCH    2 0
 FB1399
 FB1399.Superseded values are not recommended for survey control.
 FB1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1399.See file dsdata.txt to determine how the superseded data were derived.
 FB1399
 FB1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0247672228(NAD 83)
 FB1399_MARKER: DE = TRAVERSE STATION DISK
 FB1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1399_STAMPING: DOLLY 2 1961
 FB1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1399+STABILITY: SURFACE MOTION
 FB1399
 FB1399  HISTORY     - Date     Condition        Report By
 FB1399  HISTORY     - 1961     MONUMENTED       CGS
 FB1399  HISTORY     - 1961     GOOD             CGS
 FB1399  HISTORY     - 1979     GOOD             NGS
 FB1399
 FB1399                          STATION DESCRIPTION
 FB1399
 FB1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB1399'THE STATION WAS MOVED ABOUT 60 YARDS AND DIRECTLY IN LINE WITH THE
 FB1399'AZIMUTH MARK UPON ADVICE FROM THE STATE HIGHWAY DEPARTMENT THAT
 FB1399'THE ORIGINAL STATION WOULD BE LOST IN THE CONSTRUCTION OF INTERSTATE
 FB1399'HIGHWAY 40.
 FB1399'
 FB1399'THE STATION IS DIRECTLY UNDER A POWER LINE, 193 FEET SOUTH OF POLE
 FB1399'NO. 124 AND 285 FEET NORTH OF POLE NO. 125. IT IS 45 FEET
 FB1399'NORTHWEST OF A FARM DRIVE, 26 FEET WEST OF THE CENTER LINE OF THE
 FB1399'ROAD AND 2.9 FEET WEST OF A WITNESS POST AND SIGN. IT IS A STANDARD
 FB1399'DISK SET IN THE TOP OF A FLUSH CONCRETE MONUMENT AND STAMPED DOLLY 2
 FB1399'1961.
 FB1399'
 FB1399'REFERENCE MARK NO. 4 IS AT THE EDGE OF A MEADOW DIRECTLY UNDER THE
 FB1399'POWER LINE, 162 FEET SOUTH OF POLE NO. 124. THE MARK IS A STANDARD
 FB1399'DISK SET IN A FLUSH CONCRETE MONUMENT AND STAMPED DOLLY 2 NO 4 1961.
 FB1399'
 FB1399'REFERENCE MARK NO. 3 IS AT THE EDGE OF THE MEADOW LAND DIRECTLY UNDER
 FB1399'THE POWER LINE, 255 FEET NORTH OF POLE NO. 125. IT IS 30.2 FEET SOUTH
 FB1399'OF WITNESS SIGN AND POST AND 27 FEET WEST OF CENTER LINE OF THE ROAD.
 FB1399'THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT AND
 FB1399'STAMPED DOLLY 2 NO 3 1961.
 FB1399'
 FB1399'THE AZIMUTH MARK IS ON THE SAME ROAD AS THE STATION AND 0.2 MILE
 FB1399'SOUTH. IT IS ABOUT 35 YARDS WEST ACROSS THE ROAD FROM AN OLD BARN.
 FB1399'IT IS 23.5 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE ROAD, 1.8
 FB1399'FEET EAST OF POWER POLE NO. 127 AND 1.5 FEET WEST OF A WITNESS
 FB1399'SIGN AND POST. THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE
 FB1399'MONUMENT AND THE DISK IS STAMPED DOLLY 1961.
 FB1399'
 FB1399'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FB1399
 FB1399                          STATION RECOVERY (1961)
 FB1399
 FB1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FB1399'7 MI NW FROM HARTFORD.
 FB1399'FROM THE POST OFFICE IN HARTFORD, GO 7.05 MILES NORTHWEST ON
 FB1399'PIGEON RIVER ROAD.  THE STATION MARK IS ABOUT 1.9 MILES NORTH
 FB1399'OF THE SMALL COMMUNITY OF DENTON, 1.45 MILES NORTH OF A TEXACO
 FB1399'SERVICE STATION, 46 FT. NORTHWEST OF THE CENTER OF A PRIVATE DRIVE
 FB1399'LEADING NORTHEAST, 25 YARDS SOUTH OF THE NORTHEAST EDGE OF A
 FB1399'PASTURE, 25 FT. WEST OF THE CENTER OF THE PIGEON RIVER ROAD, AND
 FB1399'3.0 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FB1399'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 4 FT. BELOW THE
 FB1399'LEVEL OF THE ROAD.
 FB1399
 FB1399                          STATION RECOVERY (1979)
 FB1399
 FB1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FB1399'THE STATION AND ALL MARKS WERE FOUND AFTER A LONG SEARCH.  THERE WERE
 FB1399'SEVERAL MISTAKES FOUND WITH THE PUBLISHED DATA ON DOLLY 2 AZIMUTH
 FB1399'MARK, AND REFERENCE MARK 4 WAS FOUND TO BE SOUTH 29.83 FEET AND
 FB1399'REFERENCE MARK 3 WAS FOUND TO BE NORTH 30.87 FEET.  THE DESCRIPTION IS
 FB1399'GOOD WITH THE BELOW CHANGES.
 FB1399'
 FB1399'THE STATION IS 4 INCHES UNDERGROUND, 1 FOOT NORTH OF A METAL WITNESS
 FB1399'POST AND 32 FEET SOUTHWEST OF A POWER POLE.
 FB1399'
 FB1399'REFERENCE MARK 3 IS 27 FEET W OF THE CENTERLINE OF THE ROAD, 5 FEET
 FB1399'WEST OF A POWER POLE AND THE 1 FOOT SOUTH OF A METAL WITNESS POST.
 FB1399'
 FB1399'REFERENCE MARK 4 IS 62 FEET SOUTH OF THE POWER POLE, 27 FEET WEST OF
 FB1399'THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FB1399'
 FB1399'THE AZIMUTH MARK IS 33 FEET NORTH OF POWER POLE 36, 123 FEET NORTH
 FB1399'OF THE EXTENDED CENTERLINE OF A DRIVEWAY EAST.
 FB1399'
 FB1399'THE STATION IS 0.3 MILE SOUTHERLY ALONG HARTFORD ROAD FROM THE 440
 FB1399'EXIT OF INTERSTATE 40 4.8 MILES SOUTH OF NEWPORT.
 FB1399'
 FB1399'THE PUBLISHED AZIMUTH ON THE AZIMUTH MARK IS IN ERROR BY 180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1398 ***********************************************************************
 FB1398  DESIGNATION -  DOLLY 2 RM 3
 FB1398  PID         -  FB1398
 FB1398  STATE/COUNTY-  TN/COCKE
 FB1398  USGS QUAD   -  HARTFORD (1968)
 FB1398
 FB1398                         *CURRENT SURVEY CONTROL
 FB1398  ___________________________________________________________________
 FB1398* NAD 83(1986)-  35 52 27.     (N)    083 11 17.     (W)     SCALED    
 FB1398* NAVD 88     -       346.055  (meters)    1135.35   (feet)  ADJUSTED  
 FB1398  ___________________________________________________________________
 FB1398  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1398  DYNAMIC HT  -         345.723 (meters)    1134.26  (feet)  COMP
 FB1398  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 FB1398
 FB1398  VERT ORDER  -  SECOND    CLASS 0
 FB1398
 FB1398.The horizontal coordinates were scaled from a topographic map and have
 FB1398.an estimated accuracy of +/- 6 seconds.
 FB1398
 FB1398.The orthometric height was determined by differential leveling
 FB1398.and adjusted by the National Geodetic Survey in June 1991..
 FB1398
 FB1398.The geoid height was determined by GEOID03.
 FB1398
 FB1398.The dynamic height is computed by dividing the NAVD 88
 FB1398.geopotential number by the normal gravity value computed on the
 FB1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1398.degrees latitude (g = 980.6199 gals.).
 FB1398
 FB1398.The modeled gravity was interpolated from observed gravity values.
 FB1398
 FB1398;                    North         East    Units  Estimated Accuracy
 FB1398;SPC TN       -   174,600.      853,890.      MT  (+/- 180 meters Scaled)
 FB1398
 FB1398                          SUPERSEDED SURVEY CONTROL
 FB1398
 FB1398  NGVD 29 (??/??/92)  346.214  (m)         1135.87   (f) ADJ UNCH    2 0
 FB1398
 FB1398.Superseded values are not recommended for survey control.
 FB1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1398.See file dsdata.txt to determine how the superseded data were derived.
 FB1398
 FB1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV024722(NAD 83)
 FB1398_MARKER: DR = REFERENCE MARK DISK
 FB1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1398_STAMPING: DOLLY 2 NO 3 1961
 FB1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1398+STABILITY: SURFACE MOTION
 FB1398
 FB1398  HISTORY     - Date     Condition        Report By
 FB1398  HISTORY     - 1961     MONUMENTED       CGS
 FB1398
 FB1398                          STATION DESCRIPTION
 FB1398
 FB1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1398'7 MI NW FROM HARTFORD.
 FB1398'FROM THE POST OFFICE IN HARTFORD, GO 7.05 MILES NORTHWEST ON
 FB1398'PIGEON RIVER ROAD.  THE REFERENCE MARK IS ABOUT 1.9 MILES NORTH
 FB1398'OF THE SMALL COMMUNITY OF DENTON, 1.45 MILES NORTH OF A TEXACO
 FB1398'SERVICE STATION, 70 FT. NORTHWEST OF THE CENTER OF A PRIVATE
 FB1398'DRIVE LEADING NORTHEAST, 45 FT. SOUTH OF THE NORTHEAST CORNER
 FB1398'OF A PASTURE, 25 FT. WEST OF THE CENTER OF PIGEON RIVER ROAD, AND
 FB1398'31 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FB1398'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 4 FT. BELOW THE
 FB1398'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1400 ***********************************************************************
 FB1400  DESIGNATION -  DOLLY 2 RM 4
 FB1400  PID         -  FB1400
 FB1400  STATE/COUNTY-  TN/COCKE
 FB1400  USGS QUAD   -  HARTFORD (1968)
 FB1400
 FB1400                         *CURRENT SURVEY CONTROL
 FB1400  ___________________________________________________________________
 FB1400* NAD 83(1986)-  35 52 27.     (N)    083 11 17.     (W)     SCALED    
 FB1400* NAVD 88     -       346.208  (meters)    1135.85   (feet)  ADJUSTED  
 FB1400  ___________________________________________________________________
 FB1400  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1400  DYNAMIC HT  -         345.875 (meters)    1134.76  (feet)  COMP
 FB1400  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 FB1400
 FB1400  VERT ORDER  -  SECOND    CLASS 0
 FB1400
 FB1400.The horizontal coordinates were scaled from a topographic map and have
 FB1400.an estimated accuracy of +/- 6 seconds.
 FB1400
 FB1400.The orthometric height was determined by differential leveling
 FB1400.and adjusted by the National Geodetic Survey in June 1991..
 FB1400
 FB1400.The geoid height was determined by GEOID03.
 FB1400
 FB1400.The dynamic height is computed by dividing the NAVD 88
 FB1400.geopotential number by the normal gravity value computed on the
 FB1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1400.degrees latitude (g = 980.6199 gals.).
 FB1400
 FB1400.The modeled gravity was interpolated from observed gravity values.
 FB1400
 FB1400;                    North         East    Units  Estimated Accuracy
 FB1400;SPC TN       -   174,600.      853,890.      MT  (+/- 180 meters Scaled)
 FB1400
 FB1400                          SUPERSEDED SURVEY CONTROL
 FB1400
 FB1400  NGVD 29 (??/??/92)  346.367  (m)         1136.37   (f) ADJ UNCH    2 0
 FB1400
 FB1400.Superseded values are not recommended for survey control.
 FB1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1400.See file dsdata.txt to determine how the superseded data were derived.
 FB1400
 FB1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV024722(NAD 83)
 FB1400_MARKER: DR = REFERENCE MARK DISK
 FB1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1400_STAMPING: DOLLY 2 NO 4 1961
 FB1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1400+STABILITY: SURFACE MOTION
 FB1400
 FB1400  HISTORY     - Date     Condition        Report By
 FB1400  HISTORY     - 1961     MONUMENTED       CGS
 FB1400
 FB1400                          STATION DESCRIPTION
 FB1400
 FB1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1400'7 MI NW FROM HARTFORD.
 FB1400'FROM THE POST OFFICE IN HARTFORD, GO 7.05 MILES NORTHWEST ON
 FB1400'PIGEON RIVER ROAD.  THE REFERENCE MARK IS ABOUT 1.9 MILES NORTH
 FB1400'OF THE SMALL COMMUNITY OF DENTON, 1.45 MILES NORTH OF A TEXACO
 FB1400'SERVICE STATION, 120 FT. SOUTH OF THE NORTHEAST CORNER OF A
 FB1400'PASTURE, 40 FT. WEST OF THE CENTER OF A PRIVATE DRIVE LEADING
 FB1400'NORTHEAST, 30 FT. WEST OF THE CENTER OF PIGEON RIVER ROAD, AND
 FB1400'30 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FB1400'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 3 FT. BELOW THE
 FB1400'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1401 ***********************************************************************
 FB1401  DESIGNATION -  DOLLY AZ MK
 FB1401  PID         -  FB1401
 FB1401  STATE/COUNTY-  TN/COCKE
 FB1401  USGS QUAD   -  HARTFORD (1968)
 FB1401
 FB1401                         *CURRENT SURVEY CONTROL
 FB1401  ___________________________________________________________________
 FB1401* NAD 83(1986)-  35 52 15.     (N)    083 11 18.     (W)     SCALED    
 FB1401* NAVD 88     -       352.593  (meters)    1156.80   (feet)  ADJUSTED  
 FB1401  ___________________________________________________________________
 FB1401  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1401  DYNAMIC HT  -         352.255 (meters)    1155.69  (feet)  COMP
 FB1401  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 FB1401
 FB1401  VERT ORDER  -  SECOND    CLASS 0
 FB1401
 FB1401.The horizontal coordinates were scaled from a topographic map and have
 FB1401.an estimated accuracy of +/- 6 seconds.
 FB1401
 FB1401.The orthometric height was determined by differential leveling
 FB1401.and adjusted by the National Geodetic Survey in June 1991..
 FB1401
 FB1401.The geoid height was determined by GEOID03.
 FB1401
 FB1401.The dynamic height is computed by dividing the NAVD 88
 FB1401.geopotential number by the normal gravity value computed on the
 FB1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1401.degrees latitude (g = 980.6199 gals.).
 FB1401
 FB1401.The modeled gravity was interpolated from observed gravity values.
 FB1401
 FB1401;                    North         East    Units  Estimated Accuracy
 FB1401;SPC TN       -   174,230.      853,880.      MT  (+/- 180 meters Scaled)
 FB1401
 FB1401                          SUPERSEDED SURVEY CONTROL
 FB1401
 FB1401  NGVD 29 (??/??/92)  352.752  (m)         1157.32   (f) ADJ UNCH    2 0
 FB1401
 FB1401.Superseded values are not recommended for survey control.
 FB1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1401.See file dsdata.txt to determine how the superseded data were derived.
 FB1401
 FB1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV024718(NAD 83)
 FB1401_MARKER: DZ = AZIMUTH MARK DISK
 FB1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1401_STAMPING: DOLLY 1961
 FB1401_MARK LOGO: CGS   
 FB1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1401+STABILITY: SURFACE MOTION
 FB1401
 FB1401  HISTORY     - Date     Condition        Report By
 FB1401  HISTORY     - 1961     MONUMENTED       CGS
 FB1401
 FB1401                          STATION DESCRIPTION
 FB1401
 FB1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1401'6.8 MI NW FROM HARTFORD.
 FB1401'FROM THE POST OFFICE IN HARTFORD, GO 6.8 MILES NORTHWEST ON
 FB1401'PIGEON RIVER ROAD.  THE AZIMUTH MARK IS ABOUT 1.65 MILES NORTH OF
 FB1401'THE SMALL COMMUNITY OF DENTON, 1.2 MILES NORTH OF A TEXACO
 FB1401'SERVICE STATION, AT THE CREST OF A SMALL HILL, 32 FT. WEST OF
 FB1401'THE CENTER OF PIGEON RIVER ROAD, 2 FT. EAST OF A POWER LINE POLE,
 FB1401'2 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FB1401'CONCRETE POST ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0281 ***********************************************************************
 GC0281  DESIGNATION -  DOME
 GC0281  PID         -  GC0281
 GC0281  STATE/COUNTY-  TN/WILSON
 GC0281  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0281
 GC0281                         *CURRENT SURVEY CONTROL
 GC0281  ___________________________________________________________________
 GC0281* NAD 83(1995)-  36 11 02.83821(N)    086 08 51.64776(W)     ADJUSTED  
 GC0281* NAVD 88     -       274.422  (meters)     900.33   (feet)  ADJUSTED  
 GC0281  ___________________________________________________________________
 GC0281  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 GC0281  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0281  DYNAMIC HT  -         274.193 (meters)     899.58  (feet)  COMP
 GC0281  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 GC0281
 GC0281  HORZ ORDER  -  SECOND
 GC0281  VERT ORDER  -  SECOND    CLASS 0
 GC0281
 GC0281.The horizontal coordinates were established by classical geodetic methods
 GC0281.and adjusted by the National Geodetic Survey in April 1999..
 GC0281
 GC0281.The orthometric height was determined by differential leveling
 GC0281.and adjusted by the National Geodetic Survey in June 1991..
 GC0281
 GC0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0281
 GC0281.The geoid height was determined by GEOID03.
 GC0281
 GC0281.The dynamic height is computed by dividing the NAVD 88
 GC0281.geopotential number by the normal gravity value computed on the
 GC0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0281.degrees latitude (g = 980.6199 gals.).
 GC0281
 GC0281.The modeled gravity was interpolated from observed gravity values.
 GC0281
 GC0281;                    North         East     Units Scale Factor Converg.
 GC0281;SPC TN       -   205,354.904   586,716.096   MT  0.99996701   -0 05 11.2
 GC0281;SPC TN       -   673,735.21  1,924,917.72   sFT  0.99996701   -0 05 11.2
 GC0281;UTM  16      - 4,004,707.112   576,639.484   MT  0.99967237   +0 30 11.6
 GC0281
 GC0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0281!SPC TN       -   0.99996152  x   0.99996701  =   0.99992853
 GC0281!UTM  16      -   0.99996152  x   0.99967237  =   0.99963390
 GC0281
 GC0281|---------------------------------------------------------------------|
 GC0281| PID    Reference Object                     Distance      Geod. Az  |
 GC0281|                                                           dddmmss.s |
 GC0281| GC0282 DOME RM 1                            19.687 METERS 15257     |
 GC0281| GC0283 DOME AZ MK                                         2373116.8 |
 GC0281| GC0280 DOME RM 2                            10.625 METERS 24922     |
 GC0281|---------------------------------------------------------------------|
 GC0281
 GC0281                          SUPERSEDED SURVEY CONTROL
 GC0281
 GC0281  NAD 83(1995)-  36 11 02.84103(N)    086 08 51.65112(W) AD(       ) 2
 GC0281  NAD 83(1995)-  36 11 02.84277(N)    086 08 51.65146(W) AD(       ) 2
 GC0281  NAD 83(1986)-  36 11 02.84999(N)    086 08 51.64939(W) AD(       ) 2
 GC0281  NAD 27      -  36 11 02.64880(N)    086 08 51.68710(W) AD(       ) 2
 GC0281  NGVD 29 (??/??/92)  274.484  (m)          900.54   (f) ADJ UNCH    2 0
 GC0281
 GC0281.Superseded values are not recommended for survey control.
 GC0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0281.See file dsdata.txt to determine how the superseded data were derived.
 GC0281
 GC0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7663904707(NAD 83)
 GC0281_MARKER: DE = TRAVERSE STATION DISK
 GC0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0281_STAMPING: DOME 1960
 GC0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0281+STABILITY: SURFACE MOTION
 GC0281
 GC0281  HISTORY     - Date     Condition        Report By
 GC0281  HISTORY     - 1960     MONUMENTED       CGS
 GC0281  HISTORY     - 1960     GOOD             CGS
 GC0281
 GC0281                          STATION DESCRIPTION
 GC0281
 GC0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0281'THE STATION IS LOCATED ON THE SUMIT OF A WOODED HILL, ABOUT 8 MILES
 GC0281'EAST OF LEBANON, 4 MILES WEST OF GRANT, 2 MILES SOUTHEAST OF
 GC0281'TUCKERS CROSS ROADS, AND ON PROPERTY OWNED BY MR. ROBERT SEAY.
 GC0281'
 GC0281'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 N AND STATE
 GC0281'HIGHWAY 141 IN THE NORTHEAST PART OF LEBANON, GO EAST ON STATE
 GC0281'HIGHWAY 141 FOR 6.0 MILES TO TUCKERS CROSS ROADS, TURN RIGHT, SOUTH,
 GC0281'FOR 0.7 MILE TO BLUE BIRD ROAD, TURN LEFT, EAST, FOR 1.6 MILES TO
 GC0281'A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, TURN LEFT,
 GC0281'NORTH, FOR 0.25 MILE TO MR. ROBERT SEAY RESIDENCE ON THE RIGHT AND
 GC0281'THE END OF TRUCK TRAVEL.  PACK SOUTHEAST FOR ABOUT 0.2 MILE TO THE
 GC0281'HIGHEST POINT OF THE HILL AND THE STATION.
 GC0281'
 GC0281'STATION MARK IS 12 FEET SOUTHWEST OF A 12-INCH TRIANGLE BLAZED OAK
 GC0281'TREE AND 2.6 FEET SOUTH OF A WITNESS SIGN.  THE MARK IS A STANDARD
 GC0281'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS 3 INCHES,
 GC0281'AND IS STAMPED DOME 1960.
 GC0281'
 GC0281'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.  THE
 GC0281'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0281'BEDROCK, SET FLUSH, AND IS STAMPED DOME NO 1 1960.
 GC0281'
 GC0281'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC0281'OUTCROPPING BEDROCK, SET FLUSH, AND IS STAMPED DOME NO 2 1960.
 GC0281'
 GC0281'AZIMUTH MARK IS 490 FEET SOUTHWEST OF THE INTERSECTION OF BLUE BIRD
 GC0281'ROAD AND THE SIDE ROAD LEFT AND 2.1 FEET NORTH OF A WITNESS SIGN.
 GC0281'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, SET
 GC0281'FLUSH, AND IS STAMPED DOME 1960.
 GC0281'
 GC0281'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 GC0281
 GC0281                          STATION RECOVERY (1960)
 GC0281
 GC0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0281'8.6 MI E FROM LEBANON.
 GC0281'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR
 GC0281'0.6 MILE, THEN 7.5 MILES EAST ON BLUE BIRD ROAD, THEN 0.25 MILE
 GC0281'NORTH ON A GRAVELED ROAD TO MR. ROBERT SEAY RESIDENCE ON THE
 GC0281'RIGHT, THEN GO ABOUT 0.2 MILE SOUTHEAST TO THE HIGHEST POINT
 GC0281'OF A HILL.  THE STATION MARK IS 12 FT. SOUTHWEST OF A 12-INCH
 GC0281'TRIANGLE BLAZED OAK TREE AND 2.6 FT. SOUTH OF A WITNESS SIGN.
 GC0281'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0283 ***********************************************************************
 GC0283  DESIGNATION -  DOME AZ MK
 GC0283  PID         -  GC0283
 GC0283  STATE/COUNTY-  TN/WILSON
 GC0283  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0283
 GC0283                         *CURRENT SURVEY CONTROL
 GC0283  ___________________________________________________________________
 GC0283* NAD 83(1986)-  36 10 52.     (N)    086 09 13.     (W)     SCALED    
 GC0283* NAVD 88     -       231.065  (meters)     758.09   (feet)  ADJUSTED  
 GC0283  ___________________________________________________________________
 GC0283  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0283  DYNAMIC HT  -         230.871 (meters)     757.45  (feet)  COMP
 GC0283  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GC0283
 GC0283  VERT ORDER  -  SECOND    CLASS 0
 GC0283
 GC0283.The horizontal coordinates were scaled from a topographic map and have
 GC0283.an estimated accuracy of +/- 6 seconds.
 GC0283
 GC0283.The orthometric height was determined by differential leveling
 GC0283.and adjusted by the National Geodetic Survey in June 1991..
 GC0283
 GC0283.The geoid height was determined by GEOID03.
 GC0283
 GC0283.The dynamic height is computed by dividing the NAVD 88
 GC0283.geopotential number by the normal gravity value computed on the
 GC0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0283.degrees latitude (g = 980.6199 gals.).
 GC0283
 GC0283.The modeled gravity was interpolated from observed gravity values.
 GC0283
 GC0283;                    North         East    Units  Estimated Accuracy
 GC0283;SPC TN       -   205,020.      586,180.      MT  (+/- 180 meters Scaled)
 GC0283
 GC0283                          SUPERSEDED SURVEY CONTROL
 GC0283
 GC0283  NGVD 29 (??/??/92)  231.127  (m)          758.29   (f) ADJ UNCH    2 0
 GC0283
 GC0283.Superseded values are not recommended for survey control.
 GC0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0283.See file dsdata.txt to determine how the superseded data were derived.
 GC0283
 GC0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF761043(NAD 83)
 GC0283_MARKER: DZ = AZIMUTH MARK DISK
 GC0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0283_STAMPING: DOME 1960
 GC0283_MARK LOGO: CGS   
 GC0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0283+STABILITY: SURFACE MOTION
 GC0283
 GC0283  HISTORY     - Date     Condition        Report By
 GC0283  HISTORY     - 1960     MONUMENTED       CGS
 GC0283
 GC0283                          STATION DESCRIPTION
 GC0283
 GC0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0283'8.2 MI E FROM LEBANON.
 GC0283'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR
 GC0283'0.6 MILE, THEN 7.5 MILES EAST ON BLUE BIRD ROAD TO A T JUNCTION
 GC0283'OF BLUE BIRD ROAD AND A GRAVELED ROAD LEADING NORTH, THEN GO
 GC0283'SOUTH WEST FOR ABOUT 0.1 MILE.  THE MARK IS 490 FT. SOUTHWEST
 GC0283'OF THE T JUNCTION AND 2.1 FT. NORTH OF A WITNESS SIGN.  THE
 GC0283'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0283'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0282 ***********************************************************************
 GC0282  DESIGNATION -  DOME RM 1
 GC0282  PID         -  GC0282
 GC0282  STATE/COUNTY-  TN/WILSON
 GC0282  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0282
 GC0282                         *CURRENT SURVEY CONTROL
 GC0282  ___________________________________________________________________
 GC0282* NAD 83(1986)-  36 11 02.     (N)    086 08 51.     (W)     SCALED    
 GC0282* NAVD 88     -       273.164  (meters)     896.21   (feet)  ADJUSTED  
 GC0282  ___________________________________________________________________
 GC0282  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0282  DYNAMIC HT  -         272.935 (meters)     895.45  (feet)  COMP
 GC0282  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 GC0282
 GC0282  VERT ORDER  -  SECOND    CLASS 0
 GC0282
 GC0282.The horizontal coordinates were scaled from a topographic map and have
 GC0282.an estimated accuracy of +/- 6 seconds.
 GC0282
 GC0282.The orthometric height was determined by differential leveling
 GC0282.and adjusted by the National Geodetic Survey in June 1991..
 GC0282
 GC0282.The geoid height was determined by GEOID03.
 GC0282
 GC0282.The dynamic height is computed by dividing the NAVD 88
 GC0282.geopotential number by the normal gravity value computed on the
 GC0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0282.degrees latitude (g = 980.6199 gals.).
 GC0282
 GC0282.The modeled gravity was interpolated from observed gravity values.
 GC0282
 GC0282;                    North         East    Units  Estimated Accuracy
 GC0282;SPC TN       -   205,330.      586,730.      MT  (+/- 180 meters Scaled)
 GC0282
 GC0282                          SUPERSEDED SURVEY CONTROL
 GC0282
 GC0282  NGVD 29 (??/??/92)  273.226  (m)          896.41   (f) ADJ UNCH    2 0
 GC0282
 GC0282.Superseded values are not recommended for survey control.
 GC0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0282.See file dsdata.txt to determine how the superseded data were derived.
 GC0282
 GC0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF766046(NAD 83)
 GC0282_MARKER: DR = REFERENCE MARK DISK
 GC0282_SETTING: 66 = SET IN ROCK OUTCROP
 GC0282_SP_SET: BEDROCK
 GC0282_STAMPING: DOME NO 1 1960
 GC0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0282+STABILITY: POSITION/ELEVATION WELL
 GC0282
 GC0282  HISTORY     - Date     Condition        Report By
 GC0282  HISTORY     - 1960     MONUMENTED       CGS
 GC0282
 GC0282                          STATION DESCRIPTION
 GC0282
 GC0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0282'8.6 MI E FROM LEBANON.
 GC0282'THIS MARK IS LOCATED AT THE DOME 1960 STATION SITE, 64.6 FT.
 GC0282'SOUTHEAST OF THE STATION MARK, AND IS ABOUT 2 FT. LOWER THAN
 GC0282'THE STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0282'BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0280 ***********************************************************************
 GC0280  DESIGNATION -  DOME RM 2
 GC0280  PID         -  GC0280
 GC0280  STATE/COUNTY-  TN/WILSON
 GC0280  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0280
 GC0280                         *CURRENT SURVEY CONTROL
 GC0280  ___________________________________________________________________
 GC0280* NAD 83(1986)-  36 11 02.     (N)    086 08 51.     (W)     SCALED    
 GC0280* NAVD 88     -       274.149  (meters)     899.44   (feet)  ADJUSTED  
 GC0280  ___________________________________________________________________
 GC0280  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0280  DYNAMIC HT  -         273.919 (meters)     898.68  (feet)  COMP
 GC0280  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 GC0280
 GC0280  VERT ORDER  -  SECOND    CLASS 0
 GC0280
 GC0280.The horizontal coordinates were scaled from a topographic map and have
 GC0280.an estimated accuracy of +/- 6 seconds.
 GC0280
 GC0280.The orthometric height was determined by differential leveling
 GC0280.and adjusted by the National Geodetic Survey in June 1991..
 GC0280
 GC0280.The geoid height was determined by GEOID03.
 GC0280
 GC0280.The dynamic height is computed by dividing the NAVD 88
 GC0280.geopotential number by the normal gravity value computed on the
 GC0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0280.degrees latitude (g = 980.6199 gals.).
 GC0280
 GC0280.The modeled gravity was interpolated from observed gravity values.
 GC0280
 GC0280;                    North         East    Units  Estimated Accuracy
 GC0280;SPC TN       -   205,330.      586,730.      MT  (+/- 180 meters Scaled)
 GC0280
 GC0280                          SUPERSEDED SURVEY CONTROL
 GC0280
 GC0280  NGVD 29 (??/??/92)  274.211  (m)          899.64   (f) ADJ UNCH    2 0
 GC0280
 GC0280.Superseded values are not recommended for survey control.
 GC0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0280.See file dsdata.txt to determine how the superseded data were derived.
 GC0280
 GC0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF766046(NAD 83)
 GC0280_MARKER: DR = REFERENCE MARK DISK
 GC0280_SETTING: 66 = SET IN ROCK OUTCROP
 GC0280_SP_SET: BEDROCK
 GC0280_STAMPING: DOME NO 2 1960
 GC0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0280+STABILITY: POSITION/ELEVATION WELL
 GC0280
 GC0280  HISTORY     - Date     Condition        Report By
 GC0280  HISTORY     - 1960     MONUMENTED       CGS
 GC0280
 GC0280                          STATION DESCRIPTION
 GC0280
 GC0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0280'8.6 MI E FROM LEBANON.
 GC0280'THIS MARK IS LOCATED AT THE DOME 1960 STATION SITE, 35 FT.
 GC0280'SOUTHWEST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 GC0280'HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2587 ***********************************************************************
 GA2587  DESIGNATION -  DON
 GA2587  PID         -  GA2587
 GA2587  STATE/COUNTY-  TN/CLAIBORNE
 GA2587  USGS QUAD   -  WHEELER (1978)
 GA2587
 GA2587                         *CURRENT SURVEY CONTROL
 GA2587  ___________________________________________________________________
 GA2587* NAD 83(1995)-  36 30 15.53761(N)    083 35 52.71683(W)     ADJUSTED  
 GA2587* NAVD 88     -       440.203  (meters)    1444.23   (feet)  ADJUSTED  
 GA2587  ___________________________________________________________________
 GA2587  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 GA2587  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2587  DYNAMIC HT  -         439.808 (meters)    1442.94  (feet)  COMP
 GA2587  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 GA2587
 GA2587  HORZ ORDER  -  SECOND
 GA2587  VERT ORDER  -  SECOND    CLASS 0
 GA2587
 GA2587.The horizontal coordinates were established by classical geodetic methods
 GA2587.and adjusted by the National Geodetic Survey in April 1999..
 GA2587
 GA2587.The orthometric height was determined by differential leveling
 GA2587.and adjusted by the National Geodetic Survey in June 1991..
 GA2587
 GA2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2587
 GA2587.The geoid height was determined by GEOID03.
 GA2587
 GA2587.The dynamic height is computed by dividing the NAVD 88
 GA2587.geopotential number by the normal gravity value computed on the
 GA2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2587.degrees latitude (g = 980.6199 gals.).
 GA2587
 GA2587.The modeled gravity was interpolated from observed gravity values.
 GA2587
 GA2587;                    North         East     Units Scale Factor Converg.
 GA2587;SPC TN       -   243,515.630   815,169.943   MT  1.00001672   +1 24 22.5
 GA2587;SPC TN       -   798,934.20  2,674,436.72   sFT  1.00001672   +1 24 22.5
 GA2587;UTM  17      - 4,043,026.130   267,326.901   MT  1.00026704   -1 32 46.3
 GA2587
 GA2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2587!SPC TN       -   0.99993573  x   1.00001672  =   0.99995245
 GA2587!UTM  17      -   0.99993573  x   1.00026704  =   1.00020275
 GA2587
 GA2587|---------------------------------------------------------------------|
 GA2587| PID    Reference Object                     Distance      Geod. Az  |
 GA2587|                                                           dddmmss.s |
 GA2587| GA2589 DON RM 1                              5.628 METERS 12123     |
 GA2587| GA3531 JAYNES                              APPROX. 0.8 KM 1624030.3 |
 GA2587| GA2588 DON RM 2                              6.182 METERS 30033     |
 GA2587|---------------------------------------------------------------------|
 GA2587
 GA2587                          SUPERSEDED SURVEY CONTROL
 GA2587
 GA2587  NAD 83(1995)-  36 30 15.53943(N)    083 35 52.71842(W) AD(       ) 2
 GA2587  NAD 83(1995)-  36 30 15.53639(N)    083 35 52.71039(W) AD(       ) 2
 GA2587  NAD 83(1995)-  36 30 15.54667(N)    083 35 52.71793(W) AD(       ) 2
 GA2587  NAD 83(1986)-  36 30 15.54787(N)    083 35 52.71760(W) AD(       ) 2
 GA2587  NAD 27      -  36 30 15.25716(N)    083 35 53.04886(W) AD(       ) 2
 GA2587  NGVD 29 (??/??/??)  440.39   (m)         1444.8    (f) RESET       3  
 GA2587
 GA2587.Superseded values are not recommended for survey control.
 GA2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2587.See file dsdata.txt to determine how the superseded data were derived.
 GA2587
 GA2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6732743026(NAD 83)
 GA2587_MARKER: DD = SURVEY DISK
 GA2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2587_STAMPING: DON 1963
 GA2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2587+STABILITY: SURFACE MOTION
 GA2587
 GA2587  HISTORY     - Date     Condition        Report By
 GA2587  HISTORY     - 1963     MONUMENTED       TNHD
 GA2587  HISTORY     - 1963     GOOD             TNHD
 GA2587  HISTORY     - 1975     GOOD             NGS
 GA2587
 GA2587                          STATION DESCRIPTION
 GA2587
 GA2587'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2587'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF TAZEWELL.
 GA2587'
 GA2587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA2587'ROUTE 33, GO 4.3 MILES
 GA2587'NORTHWESTERLY ON U.S.  HIGHWAY 25E TO AN ABANDONED HOUSE
 GA2587'ON THE LEFT, A CABINET SHOP ON
 GA2587'THE RIGHT AND THE STATION ON THE LEFT
 GA2587'ON A CUT JUST NORTH OF THE HOUSE.
 GA2587'
 GA2587'THE STATION MARK IS 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GA2587'U.S.  HIGHWAY 25E, 5
 GA2587'FEET SOUTHWEST OF THE HIGHWAY CUT AND 3.7 FEET
 GA2587'SOUTHWEST OF A WITNESS POST.  THE
 GA2587'SURFACE AND UNDERGROUND MARKS ARE
 GA2587'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 GA2587'DISKS ARE STAMPED
 GA2587'DON 1963.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2587'CONCRETE MONUMENT.
 GA2587'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA2587'
 GA2587'REFERENCE MARK NO. 1 IS 34 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GA2587'OF U.S.  HIGHWAY 25E AND
 GA2587'6 FEET SOUTHWEST OF A HIGHWAY CUT.  IT IS A STANDARD
 GA2587'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2587'SET IN A 10-INCH SQUARE, FLUSH,
 GA2587'CONCRETE MONUMENT AND THE DISK IS STAMPED DON RM-1 1963.
 GA2587'
 GA2587'REFERENCE MARK NO. 2 IS 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GA2587'OF U.S.  HIGHWAY 25E AND
 GA2587'5 FEET SOUTHWEST OF A HIGHWAY CUT.  IT IS A STANDARD
 GA2587'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2587'SET IN A 10-INCH SQUARE, FLUSH,
 GA2587'CONCRETE MONUMENT AND THE DISK IS STAMPED DON RM-2 1963.
 GA2587'
 GA2587'THE TRAVERSE STATIONS JAYNES AND/OR MABE WILL SERVE AS THE AZIMUTH
 GA2587'MARK.
 GA2587'
 GA2587'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2587'
 GA2587'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2587
 GA2587                          STATION RECOVERY (1963)
 GA2587
 GA2587'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA2587'4 MI NE FROM TAZEWELL.
 GA2587'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2587'TAZEWELL, GO 4.3 MILES NORTHEAST ON U.S. HIGHWAY 25E TO AN
 GA2587'ABANDONED HOUSE ON THE LEFT, A CABINET SHOP ON THE RIGHT AND THE
 GA2587'STATION ON THE LEFT ON A CUT BANK JUST NORTH OF THE HOUSE.  THE
 GA2587'STATION MARK IS 63 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 GA2587'HIGHWAY 25E AND 6 FEET SOUTHWEST OF A HIGHWAY CUT.  THE MARK IS
 GA2587'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2587'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 GA2587
 GA2587                          STATION RECOVERY (1975)
 GA2587
 GA2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GA2587'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GA2587'DESCRIPTION IS GOOD WITH THE BELOW--
 GA2587'
 GA2587'THE STATION MARK IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 6 FEET
 GA2587'WEST OF A 6 INCH PINE TREE, 20 FEET SOUTH OF A 6 INCH PINE TREE AND
 GA2587'69 FEET NORTHWEST OF THE WEST 1 OF 2 CONCRETE RIGHT-OF-WAY POST.
 GA2587'
 GA2587'REFERENCE MARK 1 IS 51 FEET NORTHWEST OF THE CONCRETE RIGHT-OF-WAY
 GA2587'POST AND 16 FEET SOUTH A 6 INCH PINE TREE.
 GA2587'
 GA2587'REFERENCE MARK 2 IS 7 FEET SOUTHWEST OF A 6 INCH PINE TREE AND 89
 GA2587'FEET NORTHWEST OF THE RIGHT-OF-WAY POST.
 GA2587'
 GA2587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GA2587'NORTHEAST OF TAZEWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2589 ***********************************************************************
 GA2589  DESIGNATION -  DON RM 1
 GA2589  PID         -  GA2589
 GA2589  STATE/COUNTY-  TN/CLAIBORNE
 GA2589  USGS QUAD   -  WHEELER (1978)
 GA2589
 GA2589                         *CURRENT SURVEY CONTROL
 GA2589  ___________________________________________________________________
 GA2589* NAD 83(1986)-  36 30 15.     (N)    083 35 53.     (W)     SCALED    
 GA2589* NAVD 88     -       440.251  (meters)    1444.39   (feet)  ADJUSTED  
 GA2589  ___________________________________________________________________
 GA2589  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2589  DYNAMIC HT  -         439.856 (meters)    1443.09  (feet)  COMP
 GA2589  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2589
 GA2589  VERT ORDER  -  SECOND    CLASS 0
 GA2589
 GA2589.The horizontal coordinates were scaled from a topographic map and have
 GA2589.an estimated accuracy of +/- 6 seconds.
 GA2589
 GA2589.The orthometric height was determined by differential leveling
 GA2589.and adjusted by the National Geodetic Survey in June 1991..
 GA2589
 GA2589.The geoid height was determined by GEOID03.
 GA2589
 GA2589.The dynamic height is computed by dividing the NAVD 88
 GA2589.geopotential number by the normal gravity value computed on the
 GA2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2589.degrees latitude (g = 980.6199 gals.).
 GA2589
 GA2589.The modeled gravity was interpolated from observed gravity values.
 GA2589
 GA2589;                    North         East    Units  Estimated Accuracy
 GA2589;SPC TN       -   243,500.      815,160.      MT  (+/- 180 meters Scaled)
 GA2589
 GA2589                          SUPERSEDED SURVEY CONTROL
 GA2589
 GA2589  NGVD 29 (??/??/92)  440.369  (m)         1444.78   (f) ADJ UNCH    2 0
 GA2589
 GA2589.Superseded values are not recommended for survey control.
 GA2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2589.See file dsdata.txt to determine how the superseded data were derived.
 GA2589
 GA2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA673430(NAD 83)
 GA2589_MARKER: DD = SURVEY DISK
 GA2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2589_STAMPING: DON RM-1 1963
 GA2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2589+STABILITY: SURFACE MOTION
 GA2589
 GA2589  HISTORY     - Date     Condition        Report By
 GA2589  HISTORY     - 1963     MONUMENTED       TNHD
 GA2589
 GA2589                          STATION DESCRIPTION
 GA2589
 GA2589'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2589'4 MI NE FROM TAZEWELL.
 GA2589'THIS MARK IS LOCATED AT THE DON 1963 STATION SITE, 34 FEET
 GA2589'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 25E, 6 FEET SOUTHWEST
 GA2589'OF A HIGHWAY CUT AND 18 FEET SOUTHEAST OF THE STATION.  THE MARK
 GA2589'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2589'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2588 ***********************************************************************
 GA2588  DESIGNATION -  DON RM 2
 GA2588  PID         -  GA2588
 GA2588  STATE/COUNTY-  TN/CLAIBORNE
 GA2588  USGS QUAD   -  WHEELER (1978)
 GA2588
 GA2588                         *CURRENT SURVEY CONTROL
 GA2588  ___________________________________________________________________
 GA2588* NAD 83(1986)-  36 30 15.     (N)    083 35 53.     (W)     SCALED    
 GA2588* NAVD 88     -       440.125  (meters)    1443.98   (feet)  ADJUSTED  
 GA2588  ___________________________________________________________________
 GA2588  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2588  DYNAMIC HT  -         439.730 (meters)    1442.68  (feet)  COMP
 GA2588  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2588
 GA2588  VERT ORDER  -  SECOND    CLASS 0
 GA2588
 GA2588.The horizontal coordinates were scaled from a topographic map and have
 GA2588.an estimated accuracy of +/- 6 seconds.
 GA2588
 GA2588.The orthometric height was determined by differential leveling
 GA2588.and adjusted by the National Geodetic Survey in June 1991..
 GA2588
 GA2588.The geoid height was determined by GEOID03.
 GA2588
 GA2588.The dynamic height is computed by dividing the NAVD 88
 GA2588.geopotential number by the normal gravity value computed on the
 GA2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2588.degrees latitude (g = 980.6199 gals.).
 GA2588
 GA2588.The modeled gravity was interpolated from observed gravity values.
 GA2588
 GA2588;                    North         East    Units  Estimated Accuracy
 GA2588;SPC TN       -   243,500.      815,160.      MT  (+/- 180 meters Scaled)
 GA2588
 GA2588                          SUPERSEDED SURVEY CONTROL
 GA2588
 GA2588  NGVD 29 (??/??/92)  440.243  (m)         1444.36   (f) ADJ UNCH    2 0
 GA2588
 GA2588.Superseded values are not recommended for survey control.
 GA2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2588.See file dsdata.txt to determine how the superseded data were derived.
 GA2588
 GA2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA673430(NAD 83)
 GA2588_MARKER: DD = SURVEY DISK
 GA2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2588_STAMPING: DON RM-2 1963
 GA2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2588+STABILITY: SURFACE MOTION
 GA2588
 GA2588  HISTORY     - Date     Condition        Report By
 GA2588  HISTORY     - 1963     MONUMENTED       TNHD
 GA2588
 GA2588                          STATION DESCRIPTION
 GA2588
 GA2588'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2588'4 MI NE FROM TAZEWELL.
 GA2588'THIS MARK IS AT THE DON 1963 STATION SITE, 63 FEET SOUTHWEST OF
 GA2588'THE CENTERLINE OF U.S. HIGHWAY 25E, 5 FEET SOUTHWEST OF A
 GA2588'HIGHWAY CUT AND 20 FEET NORTHWEST OF THE STATION.  THE MARK IS
 GA2588'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 GA2588'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0696 ***********************************************************************
 GC0696  DESIGNATION -  DONEL
 GC0696  PID         -  GC0696
 GC0696  STATE/COUNTY-  TN/DAVIDSON
 GC0696  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0696
 GC0696                         *CURRENT SURVEY CONTROL
 GC0696  ___________________________________________________________________
 GC0696* NAD 83(1995)-  36 08 30.90737(N)    086 40 03.27703(W)     ADJUSTED  
 GC0696* NAVD 88     -       171.706  (meters)     563.34   (feet)  ADJUSTED  
 GC0696  ___________________________________________________________________
 GC0696  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GC0696  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0696  DYNAMIC HT  -         171.559 (meters)     562.86  (feet)  COMP
 GC0696  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 GC0696
 GC0696  HORZ ORDER  -  SECOND
 GC0696  VERT ORDER  -  SECOND    CLASS 0
 GC0696
 GC0696.The horizontal coordinates were established by classical geodetic methods
 GC0696.and adjusted by the National Geodetic Survey in April 1999..
 GC0696
 GC0696.The orthometric height was determined by differential leveling
 GC0696.and adjusted by the National Geodetic Survey in June 1991..
 GC0696
 GC0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0696
 GC0696.The geoid height was determined by GEOID03.
 GC0696
 GC0696.The dynamic height is computed by dividing the NAVD 88
 GC0696.geopotential number by the normal gravity value computed on the
 GC0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0696.degrees latitude (g = 980.6199 gals.).
 GC0696
 GC0696.The modeled gravity was interpolated from observed gravity values.
 GC0696
 GC0696;                    North         East     Units Scale Factor Converg.
 GC0696;SPC TN       -   200,867.026   539,919.531   MT  0.99996279   -0 23 27.0
 GC0696;SPC TN       -   659,011.23  1,771,385.99   sFT  0.99996279   -0 23 27.0
 GC0696;UTM  16      - 3,999,740.669   529,906.778   MT  0.99961102   +0 11 45.8
 GC0696
 GC0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0696!SPC TN       -   0.99997764  x   0.99996279  =   0.99994043
 GC0696!UTM  16      -   0.99997764  x   0.99961102  =   0.99958867
 GC0696
 GC0696|---------------------------------------------------------------------|
 GC0696| PID    Reference Object                     Distance      Geod. Az  |
 GC0696|                                                           dddmmss.s |
 GC0696| GC0695 DONEL RM 1                           23.552 METERS 14255     |
 GC0696| GC0690 DABBS                               APPROX. 2.9 KM 2783833.0 |
 GC0696| GC0697 DONEL RM 2                           26.451 METERS 35902     |
 GC0696|---------------------------------------------------------------------|
 GC0696
 GC0696                          SUPERSEDED SURVEY CONTROL
 GC0696
 GC0696  NAD 83(1995)-  36 08 30.90952(N)    086 40 03.27937(W) AD(       ) 2
 GC0696  NAD 83(1995)-  36 08 30.91184(N)    086 40 03.27872(W) AD(       ) 2
 GC0696  NAD 83(1986)-  36 08 30.91745(N)    086 40 03.27993(W) AD(       ) 2
 GC0696  NAD 27      -  36 08 30.71240(N)    086 40 03.29070(W) AD(       ) 2
 GC0696  NGVD 29 (??/??/92)  171.732  (m)          563.42   (f) ADJ UNCH    2 0
 GC0696
 GC0696.Superseded values are not recommended for survey control.
 GC0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0696.See file dsdata.txt to determine how the superseded data were derived.
 GC0696
 GC0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2990799741(NAD 83)
 GC0696_MARKER: DS = TRIANGULATION STATION DISK
 GC0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0696_STAMPING: DONEL 1959
 GC0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0696+STABILITY: SURFACE MOTION
 GC0696
 GC0696  HISTORY     - Date     Condition        Report By
 GC0696  HISTORY     - 1959     MONUMENTED       CGS
 GC0696  HISTORY     - 1960     GOOD             NGS
 GC0696
 GC0696                          STATION DESCRIPTION
 GC0696
 GC0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0696'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF THE NASHVILLE
 GC0696'MUNICIPAL AIRPORT ADMINISTRATION BUILDING, ABOUT 2 MILES SOUTH OF
 GC0696'DONELSON, ON THE PROPERTY OF MRS. S.L. STARKEY AND NEAR THE NORTH
 GC0696'RIGHT-OF-WAY OF THE PLANNED INTERSTATE HIGHWAY 40.
 GC0696'
 GC0696'TO REACH THE STATION FROM THE DONELSON POST OFFICE, GO EAST ON U.S.
 GC0696'HIGHWAY 70N FOR 0.2 MILE TO A TRAFFIC LIGHT, TURN RIGHT AND GO
 GC0696'SOUTHERLY ON DONELSON PIKE FOR 1.75 MILES TO A DRIVE WAY ON THE RIGHT
 GC0696'INTO MRS. STARKEYS YARD, TURN RIGHT AND GO WEST TO A WHITE WOODEN
 GC0696'GATE AT THE NORTHWEST CORNER OF A WHITE GARAGE, PASS THROUGH GATE AND
 GC0696'CONTINUE WEST FOR ABOUT 75 YARDS TO THE STATION ON THE LEFT AS
 GC0696'DECRIBED.
 GC0696'
 GC0696'THE STATION MARK IS A STANDARD STATION DISK STAMPED DONEL 1959.  THE
 GC0696'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS
 GC0696'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 84 FEET WEST OF THE
 GC0696'NORTHWEST CORNER OF A BARN, 54 FEET WEST OF A FENCE CORNER
 GC0696'POST, 4 FEET NORTHWEST OF A WITNESS SIGN AND 2 FEET NORTH OF A FENCE
 GC0696'LINE.
 GC0696'
 GC0696'THE UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET ABOUT 36
 GC0696'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED DONEL
 GC0696'1959.
 GC0696'
 GC0696'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED DONEL NO. 1
 GC0696'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0696'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET WEST OF
 GC0696'A T FENCE CORNER POST, 52 FEET NORTHWEST OF THE NORTHWEST
 GC0696'CORNER OF A BARN, 14 FEET SOUTH OF THE SOUTH SIDE OF A SMALL BARN AND
 GC0696'1 FOOT SOUTH OF A FENCE LINE.
 GC0696'
 GC0696'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED DONEL NO. 2
 GC0696'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0696'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 50 FEET
 GC0696'SOUTHWEST OF A GATE POST, 42 FEET SOUTH OF A FENCE LINE AND 2 FEET
 GC0696'NORTH OF A FENCE LINE AND SMALL TREE.
 GC0696'
 GC0696'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, AS THERE WAS NO
 GC0696'SUITABLE LOCATION FOUND.
 GC0696'
 GC0696'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 GC0696
 GC0696                          STATION RECOVERY (1960)
 GC0696
 GC0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0696'9 MI E FROM NASHVILLE.
 GC0696'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0696'SOUTHEAST ON THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0696'THEN 1.1 MILES ON FOSTER AVENUE, THEN 0.9 MILE EAST ON U.S.
 GC0696'HIGHWAY 70S, THEN 0.6 MILE NORTH OF SPENCE LANE, THEN 0.8 MILE
 GC0696'EAST ON ELM HILL PIKE, THEN 1.3 MILES SOUTHEAST ON DABBS AVENUE,
 GC0696'THEN 1.0 MILE EAST ON INTERSTATE HIGHWAY 40.  THE STATION IS
 GC0696'ABOUT 0.1 MILE WEST ON DONELSON PIKE ROAD, 81 FT. WEST OF THE
 GC0696'NORTHWEST CORNER OF A BARN, 2 FT. NORTH OF A FENCE, AND 4.4 FT.
 GC0696'WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0696'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0695 ***********************************************************************
 GC0695  DESIGNATION -  DONEL RM 1
 GC0695  PID         -  GC0695
 GC0695  STATE/COUNTY-  TN/DAVIDSON
 GC0695  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0695
 GC0695                         *CURRENT SURVEY CONTROL
 GC0695  ___________________________________________________________________
 GC0695* NAD 83(1986)-  36 08 30.     (N)    086 40 03.     (W)     SCALED    
 GC0695* NAVD 88     -       171.180  (meters)     561.61   (feet)  ADJUSTED  
 GC0695  ___________________________________________________________________
 GC0695  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0695  DYNAMIC HT  -         171.034 (meters)     561.13  (feet)  COMP
 GC0695  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 GC0695
 GC0695  VERT ORDER  -  SECOND    CLASS 0
 GC0695
 GC0695.The horizontal coordinates were scaled from a topographic map and have
 GC0695.an estimated accuracy of +/- 6 seconds.
 GC0695
 GC0695.The orthometric height was determined by differential leveling
 GC0695.and adjusted by the National Geodetic Survey in June 1991..
 GC0695
 GC0695.The geoid height was determined by GEOID03.
 GC0695
 GC0695.The dynamic height is computed by dividing the NAVD 88
 GC0695.geopotential number by the normal gravity value computed on the
 GC0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0695.degrees latitude (g = 980.6199 gals.).
 GC0695
 GC0695.The modeled gravity was interpolated from observed gravity values.
 GC0695
 GC0695;                    North         East    Units  Estimated Accuracy
 GC0695;SPC TN       -   200,840.      539,930.      MT  (+/- 180 meters Scaled)
 GC0695
 GC0695                          SUPERSEDED SURVEY CONTROL
 GC0695
 GC0695  NGVD 29 (??/??/92)  171.207  (m)          561.70   (f) ADJ UNCH    2 0
 GC0695
 GC0695.Superseded values are not recommended for survey control.
 GC0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0695.See file dsdata.txt to determine how the superseded data were derived.
 GC0695
 GC0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE299997(NAD 83)
 GC0695_MARKER: DR = REFERENCE MARK DISK
 GC0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0695_STAMPING: DONEL NO 1 1959
 GC0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0695+STABILITY: SURFACE MOTION
 GC0695
 GC0695  HISTORY     - Date     Condition        Report By
 GC0695  HISTORY     - 1959     MONUMENTED       CGS
 GC0695  HISTORY     - 1960     GOOD             NGS
 GC0695
 GC0695                          STATION DESCRIPTION
 GC0695
 GC0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0695'9 MI E FROM NASHVILLE.
 GC0695'THIS MARK IS LOCATED AT THE DONEL 1959 STATION SITE, 77.2 FT.
 GC0695'NORTHEAST OF THE STATION MARK, 52.5 FT. NORTHWEST OF THE
 GC0695'NORTHWEST CORNER OF A BARN, 18 FT. EAST OF A GATE, AND 1.5 FT.
 GC0695'SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0695'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0697 ***********************************************************************
 GC0697  DESIGNATION -  DONEL RM 2
 GC0697  PID         -  GC0697
 GC0697  STATE/COUNTY-  TN/DAVIDSON
 GC0697  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0697
 GC0697                         *CURRENT SURVEY CONTROL
 GC0697  ___________________________________________________________________
 GC0697* NAD 83(1986)-  36 08 30.     (N)    086 40 03.     (W)     SCALED    
 GC0697* NAVD 88     -       171.922  (meters)     564.05   (feet)  ADJUSTED  
 GC0697  ___________________________________________________________________
 GC0697  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0697  DYNAMIC HT  -         171.776 (meters)     563.57  (feet)  COMP
 GC0697  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 GC0697
 GC0697  VERT ORDER  -  SECOND    CLASS 0
 GC0697
 GC0697.The horizontal coordinates were scaled from a topographic map and have
 GC0697.an estimated accuracy of +/- 6 seconds.
 GC0697
 GC0697.The orthometric height was determined by differential leveling
 GC0697.and adjusted by the National Geodetic Survey in June 1991..
 GC0697
 GC0697.The geoid height was determined by GEOID03.
 GC0697
 GC0697.The dynamic height is computed by dividing the NAVD 88
 GC0697.geopotential number by the normal gravity value computed on the
 GC0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0697.degrees latitude (g = 980.6199 gals.).
 GC0697
 GC0697.The modeled gravity was interpolated from observed gravity values.
 GC0697
 GC0697;                    North         East    Units  Estimated Accuracy
 GC0697;SPC TN       -   200,840.      539,930.      MT  (+/- 180 meters Scaled)
 GC0697
 GC0697                          SUPERSEDED SURVEY CONTROL
 GC0697
 GC0697  NGVD 29 (??/??/92)  171.949  (m)          564.14   (f) ADJ UNCH    2 0
 GC0697
 GC0697.Superseded values are not recommended for survey control.
 GC0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0697.See file dsdata.txt to determine how the superseded data were derived.
 GC0697
 GC0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE299997(NAD 83)
 GC0697_MARKER: DR = REFERENCE MARK DISK
 GC0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0697_STAMPING: DONEL NO 2 1959
 GC0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0697+STABILITY: SURFACE MOTION
 GC0697
 GC0697  HISTORY     - Date     Condition        Report By
 GC0697  HISTORY     - 1959     MONUMENTED       CGS
 GC0697  HISTORY     - 1960     GOOD             NGS
 GC0697
 GC0697                          STATION DESCRIPTION
 GC0697
 GC0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0697'9 MI E FROM NASHVILLE.
 GC0697'THIS MARK IS LOCATED AT THE DONEL 1959 STATION SITE, 86.5 FT.
 GC0697'WEST OF THE STATION MARK, 51 FT. SOUTHWEST OF A GATE LEADING TO
 GC0697'A GARDEN, AND 2 FT. NORTH OF A FENCE.  THE DISK IS SET IN TOP OF
 GC0697'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2633 ***********************************************************************
 GC2633  DESIGNATION -  DONELSON
 GC2633  PID         -  GC2633
 GC2633  STATE/COUNTY-  TN/STEWART
 GC2633  USGS QUAD   -  DOVER (1971)
 GC2633
 GC2633                         *CURRENT SURVEY CONTROL
 GC2633  ___________________________________________________________________
 GC2633* NAD 83(1995)-  36 28 56.76886(N)    087 51 48.24440(W)     ADJUSTED  
 GC2633* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 GC2633  ___________________________________________________________________
 GC2633  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 GC2633  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GC2633
 GC2633  HORZ ORDER  -  SECOND
 GC2633
 GC2633.The horizontal coordinates were established by classical geodetic methods
 GC2633.and adjusted by the National Geodetic Survey in April 1999..
 GC2633
 GC2633.The orthometric height was scaled from a topographic map.
 GC2633
 GC2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2633
 GC2633.The geoid height was determined by GEOID03.
 GC2633
 GC2633;                    North         East     Units Scale Factor Converg.
 GC2633;SPC TN       -   240,036.578   433,026.167   MT  1.00001233   -1 05 27.3
 GC2633;SPC TN       -   787,520.01  1,420,686.68   sFT  1.00001233   -1 05 27.3
 GC2633;UTM  16      - 4,037,806.287   422,659.550   MT  0.99967369   -0 30 48.2
 GC2633
 GC2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2633!SPC TN       -   0.99997757  x   1.00001233  =   0.99998990
 GC2633!UTM  16      -   0.99997757  x   0.99967369  =   0.99965127
 GC2633
 GC2633|---------------------------------------------------------------------|
 GC2633| PID    Reference Object                     Distance      Geod. Az  |
 GC2633|                                                           dddmmss.s |
 GC2633| CG5258 DONELSON RM 1                        25.210 METERS 07144     |
 GC2633| CG5259 DONELSON RM 2                        28.407 METERS 18934     |
 GC2633| CG5257 DONELSON AZ MK                                     2181323.9 |
 GC2633| GC2641 FAIR                                APPROX. 3.5 KM 2970908.7 |
 GC2633|---------------------------------------------------------------------|
 GC2633
 GC2633                          SUPERSEDED SURVEY CONTROL
 GC2633
 GC2633  NAD 83(1995)-  36 28 56.77062(N)    087 51 48.24533(W) AD(       ) 2
 GC2633  NAD 83(1995)-  36 28 56.77366(N)    087 51 48.25001(W) AD(       ) 2
 GC2633  NAD 83(1986)-  36 28 56.77823(N)    087 51 48.24655(W) AD(       ) 2
 GC2633  NAD 27      -  36 28 56.59200(N)    087 51 48.15900(W) AD(       ) 2
 GC2633
 GC2633.Superseded values are not recommended for survey control.
 GC2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2633.See file dsdata.txt to determine how the superseded data were derived.
 GC2633
 GC2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2266037806(NAD 83)
 GC2633_MARKER: DS = TRIANGULATION STATION DISK
 GC2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2633
 GC2633  HISTORY     - Date     Condition        Report By
 GC2633  HISTORY     - 1952     MONUMENTED       CGS
 GC2633  HISTORY     - 1972     GOOD             LOCENG
 GC2633  HISTORY     - 1972     GOOD             NGS
 GC2633  HISTORY     - 1986     GOOD             USPSQD
 GC2633
 GC2633                          STATION DESCRIPTION
 GC2633
 GC2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2633'STATION IS LOCATED ABOUT 1 MILE WEST OF DOVER ON THE FORT DONELSON
 GC2633'MILITARY PARK.  IT IS 25 FEET NORTH OF A LARGE STONE POST AT
 GC2633'THE SOUTH ENTRANCE INTO THE PARK AND 24 FEET NORTHWEST OF THE CENTER
 GC2633'OF A PAVED ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2633'DONELSON 1952.
 GC2633'
 GC2633'REFERENCE MARK NO. 1 IS 16 FEET SOUTHEAST OF THE CENTER OF THE PAVED
 GC2633'ROAD AND 3 FEET SOUTHEAST OF A PARK INFORMATION TABLE.  THE MARK
 GC2633'IS FLUSH AND THE DISK IS STAMPED DONELSON NO 1 1952.
 GC2633'
 GC2633'REFERENCE MARK NO. 2 IS 52 FEET SOUTHWEST OF A LARGE STONE POST AND
 GC2633'16 FEET SOUTHEAST OF THE CENTER OF THE PAVED ROAD.  THE MARK IS
 GC2633'FLUSH AND THE DISK IS STAMPED DONELSON NO 2 1952.
 GC2633'
 GC2633'AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A DRIVEWAY, 30 FEET
 GC2633'NORTH OF THE CENTER OF U.S. HIGHWAY 79, 13 FEET WEST OF A POWERLINE
 GC2633'POLE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 GC2633'INCHES AND THE DISK IS STAMPED DONELSON 1952.
 GC2633'
 GC2633'TO REACH THE STATION FROM THE COURTHOUSE IN DOVER, GO WEST ON U.S.
 GC2633'HIGHWAY 79 FOR 1.45 MILE TO THE FORT DONELSON MILITARY PARK
 GC2633'ENTRANCE ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO THE STATION ON
 GC2633'THE LEFT AS DESCRIBED.
 GC2633'
 GC2633'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 GC2633'79 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC2633'
 GC2633'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2633
 GC2633                          STATION RECOVERY (1972)
 GC2633
 GC2633'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2633'DONELSON STATION MARK RECOVERED IN GOOD CONDITION.
 GC2633'
 GC2633'DONELSON STATION MARK 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2633'
 GC2633'STATION IS 252 FT. N 22 DEG 30 MIN E. OF CENTERLINE HWY NO. 79 150.0
 GC2633'FT. S 60 W. FROM FLAG POLE.  26.0 FT. N. W. FROM CENTERLINE RD.
 GC2633'110.7 N 40 E FROM N. E. COR. OF 5 FOOT X 5 FOOT ROCK POST, AND
 GC2633'285.62 FT. N 22 DEG-30 MIN E. FROM JWM-6 AND 116.22 FT. N 21 E. FROM
 GC2633'REF. MK. NO. 4 1960, CAP SET IN NORTH END OF EAST ROCK WALL
 GC2633'ON DRIVEWAY.  RM NO. 1 AND 2 AND AZ-MK. NOT FOUND.
 GC2633'
 GC2633'DONELSON REF NO. 4 RECOVERED IN GOOD CONDITION.
 GC2633'
 GC2633'DONELSON REF MK NO. 4 1960 USCS FOUND STAMPED ON THE POINT.
 GC2633'
 GC2633'STATION IS + OR - 150.0 FT. N. E. OF INT. HWY. 79 AND ENTRANCE
 GC2633'TO FT. DONELSON PARK.  16.0 FT. S. E. OF CENTERLINE OF PAVED RD. IN
 GC2633'TOP OF NORTH END OF EAST ROCK WALL ON DRIVEWAY.  AND 116.22 S. 21
 GC2633'W. FROM DONELSON STATION MARK.
 GC2633'
 GC2633'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 1.0 MI. WEST OF
 GC2633'DOVER TENN. AT PARK.
 GC2633
 GC2633                          STATION RECOVERY (1972)
 GC2633
 GC2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GC2633'AFTER A LONG AND EXTENDED SEARCH, THE STATION MARK ONLY WAS
 GC2633'RECOVERED.  A USGS BENCH MARK DISK STAMPED DONELSON 1960 REFERENCE
 GC2633'MARK NO. 4 WAS ACCIDENTALLY FOUND IN A ROCK WALL NEARBY, HOWEVER,
 GC2633'AT THE PRESENT TIME NO RECORDS CAN BE FOUND AS TO WHEN OR BY WHOM,
 GC2633'THIS MARK WAS SET.  THE FORT DONELSON MILITARY PARK SUPERINTENDENT
 GC2633'STATED THAT THIS MARK WAS RESET IN 1960 WHEN SOME AGENCY WAS
 GC2633'NOTIFIED THAT THE ORIGINAL REFERENCE MARK NO. 1 WOULD BE
 GC2633'DESTROYED, AND TO THE BEST OF HIS KNOWLEDGE, THE MARK WAS MOVED
 GC2633'BY USC AND GS PERSONELL.  A COMPLETE AND THOROUGH SEARCH WAS MADE
 GC2633'FOR REFERENCE MARK NO. 2, BUT IT COULD NOT BE FOUND AND IS BELIEVED
 GC2633'TO HAVE BEEN DESTROYED DURING THE SAME PERIOD OF
 GC2633'CONSTRUCTION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD
 GC2633'NOT BE FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED OR COVERED
 GC2633'WITH FILL AT THE TIME IMPROVEMENTS ALONG THE RIGHT-OF-WAY WERE
 GC2633'MADE TO ALLOW FOR COMMERCIAL BUSINESS CONSTRUCTION.
 GC2633'TWO NEW REFERENCE MARKS NO. 5 AND NO. 6 WERE ESTABLISHED
 GC2633'THIS DATE.  THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL
 GC2633'ANGLES OBSERVED BETWEEN JWM 1947-6(USGS) AND ALL REFERENCE MARKS.
 GC2633'IF NO RECORDS CAN BE FOUND TO CLARIFY THE EXISTANCE OF THE
 GC2633'REFERENCE MARK NO. 4, IT WILL BE NECESSARY TO TIE THE NEW MARKS
 GC2633'THROUGH POLARIS OBSERVATIONS.
 GC2633'
 GC2633'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2633'
 GC2633'THE STATION IS LOCATED ABOUT 1 MILE WEST OF DOVER NEAR THE NEW
 GC2633'ENTRANCE INTO THE FORT DONELSON MILITARY PARK AND ON RESERVATION
 GC2633'PROPERTY.
 GC2633'
 GC2633'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 79 AND STATE
 GC2633'ROUTE 49 IN DOVER, GO WESTERLY ON THESE HIGHWAYS FOR 1.55 MILES TO
 GC2633'THE ENTRANCE INTO FORT DONELSON MILITARY PARK ON THE RIGHT.  HERE
 GC2633'TURN RIGHT ON THE PARK DRIVE AND GO NORTHERLY FOR ABOUT 0.05 OF A
 GC2633'MILE TO THE PARK HEADQUARTERS ON THE RIGHT, AND THE STATION ON THE
 GC2633'LEFT AS DESCRIBED.
 GC2633'
 GC2633'THE STATION IS 150 FEET SOUTHWEST OF THE PARK HEADQUARTERS
 GC2633'FLAGPOLE, 110.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 GC2633'LARGE STONE ENTRANCE PILLAR, 110 FEET NORTH-NORTHEAST OF THE NORTH
 GC2633'END OF A ROCK WALL ALONG THE WEST SIDE OF THE ENTRANCE DRIVE, 27
 GC2633'FEET EAST OF A 14-INCH BLACK WALNUT TREE, 26 FEET NORTHWEST OF
 GC2633'THE APPROXIMATE CENTER OF THE ENTRANCE DRIVE, 22 FEET
 GC2633'SOUTH-SOUTHWEST OF A 12-INCH HOLLY TREE, 21 FEET EAST OF THE
 GC2633'ANCHOR BLOCK FOR AN ARTILLERY PIECE, AND IN A TENDED AREA
 GC2633'BETWEEN OLD CONFEDERATE TRENCHES AND THE PARK DRIVE.  IT IS
 GC2633'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GC2633'MONUMENT ABOUT 5 INCHES BELOW THE SWARD, AND THE DISK IS STAMPED
 GC2633'DONELSON 1952.
 GC2633'
 GC2633'REFERENCE MARK NO. 4 IS 39 FEET EAST OF THE NORTHEAST CORNER OF A
 GC2633'LARGE STONE ENTRANCE PILLAR, 19 FEET WEST OF AN 18-INCH MAPLE TREE,
 GC2633'14 FEET EAST OF THE APPROXIMATE CENTER OF THE PARK DRIVE, AND 1.0
 GC2633'FOOT SOUTH OF THE NORTH END OF THE ROCK WALL ALONG THE EAST SIDE
 GC2633'OF THE PARK DRIVE.  IT IS A USGS BENCH MARK DISK WITH A CHISELED
 GC2633'ARROW CEMENTED IN A DRILL HOLE NEAR THE NORTH END OF THE ROCK
 GC2633'WALL AND THE DISK IS STAMPED DONELSON 1960 REFERENCE MARK NO. 4.
 GC2633'NOTE--IF FUTURE LONG RANGE PLANNING FOR THE AREA IS
 GC2633'ACCOMPLISHED, THIS MARK WILL EVENTUALLY BE DESTROYED.
 GC2633'
 GC2633'REFERENCE MARK NO. 5 IS 55 FEET SOUTHWEST OF THE PARK HEADQUARTERS
 GC2633'FLAGPOLE, 28 FEET SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE WALK,
 GC2633'17 FEET EAST OF THE APPROXIMATE CENTER OF THE PARK DRIVE, AND 16
 GC2633'FEET NORTH-NORTHWEST OF AN 8-INCH PIN OAK TREE.  IT IS A STANDARD
 GC2633'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURB
 GC2633'ALONG THE EAST SIDE OF THE PAVED ROAD IN FRONT OF THE PARK
 GC2633'VISITORS CENTER, AND THE DISK IS STAMPED DONELSON 1952 NO 5 1972.
 GC2633'
 GC2633'REFERENCE MARK NO. 6 IS 63 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2633'THE PARK DRIVE, 40 FEET NORTH-NORTHEAST OF A 12-INCH, FORKED
 GC2633'TRUNKED, ELM TREE, 33 FEET NORTHWEST OF A 12-INCH WHITE OAK TREE,
 GC2633'17.5 FEET WEST OF THE WEST END OF A CONCRETE WALK, AND 6 FEET
 GC2633'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING
 GC2633'INTO THE VISITORS CENTER PARKING LOT.  IT IS A STANDARD DISK
 GC2633'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURB ALONG THE
 GC2633'SOUTH SIDE OF THE DRIVEWAY AND THE DISK IS STAMPED
 GC2633'DONELSON 1952 NO 6 1972.
 GC2633'
 GC2633'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 5 AND
 GC2633'REFERENCE MARK NO. 6 IS 69.92 FEET - 21.311 METERS.
 GC2633'
 GC2633'JWM 1947-6 (USGS) IS ACROSS U. S. HIGHWAY 79 AND STATE ROUTE 49
 GC2633'ABOUT 275 FEET SOUTH-SOUTHWEST FROM THE STATION, 60 FEET NORTH OF AN
 GC2633'18-INCH VIRGINIA PINE TREE, 30 FEET SOUTH-SOUTHEAST OF THE
 GC2633'APPROXIMATE CENTER OF U. S. HIGHWAY 79 AND STATE ROUTE 49, 14 FEET
 GC2633'WEST OF THE WEST EDGE OF THE STONE BASE FOR A LARGE SIGN FORT
 GC2633'DONELSON NATIONAL BATTLEFIELD, AND IN A TENDED AREA.  IT IS A
 GC2633'STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE,
 GC2633'CONCRETE POST THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 GC2633'JWM 1947-6.  NOTE-- IF FUTURE LONG RANGE PLANNING FOR THE
 GC2633'AREA IS ACCOMPLISHED, THIS MARK WILL EVENTUALLY BE DESTROYED.
 GC2633'
 GC2633'AN ELEVATION WAS TRANSFERRED FROM THE DONELSON 1960 REFERENCE MARK
 GC2633'NO. 4 TO THE STATION MARK, IN THE EVENT THAT THE MARK WAS SET AS A
 GC2633'BENCH MARK.  THE DIFFERENCE IN ELEVATION BEING + 1.253 METERS AND
 GC2633'+ 4.110 FEET FOR TRIANGULATION STATION DONELSON 1952.
 GC2633'
 GC2633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST
 GC2633'OF DOVER.
 GC2633
 GC2633                          STATION RECOVERY (1986)
 GC2633
 GC2633'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GC2633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2231 ***********************************************************************
 GC2231  DESIGNATION -  DONELSON CLOVER BOTTOM HOME TK
 GC2231  PID         -  GC2231
 GC2231  STATE/COUNTY-  TN/DAVIDSON
 GC2231  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2231
 GC2231                         *CURRENT SURVEY CONTROL
 GC2231  ___________________________________________________________________
 GC2231* NAD 83(1995)-  36 09 50.13698(N)    086 38 32.03141(W)     ADJUSTED  
 GC2231* NAVD 88     -                                                        
 GC2231  ___________________________________________________________________
 GC2231  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GC2231  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GC2231
 GC2231  HORZ ORDER  -  THIRD
 GC2231
 GC2231.The horizontal coordinates were established by classical geodetic methods
 GC2231.and adjusted by the National Geodetic Survey in April 1999..
 GC2231
 GC2231
 GC2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2231
 GC2231.The geoid height was determined by GEOID03.
 GC2231
 GC2231;                    North         East     Units Scale Factor Converg.
 GC2231;SPC TN       -   203,293.694   542,216.608   MT  0.99996492   -0 22 33.6
 GC2231;SPC TN       -   666,972.73  1,778,922.32   sFT  0.99996492   -0 22 33.6
 GC2231;UTM  16      - 4,002,189.880   532,178.073   MT  0.99961276   +0 12 40.0
 GC2231
 GC2231                          SUPERSEDED SURVEY CONTROL
 GC2231
 GC2231  NAD 83(1995)-  36 09 50.13912(N)    086 38 32.03383(W) AD(       ) 4
 GC2231  NAD 83(1995)-  36 09 50.14161(N)    086 38 32.03310(W) AD(       ) 4
 GC2231  NAD 83(1986)-  36 09 50.14726(N)    086 38 32.03416(W) AD(       ) 4
 GC2231  NAD 27      -  36 09 49.94500(N)    086 38 32.04700(W) AD(       ) 3
 GC2231
 GC2231.Superseded values are not recommended for survey control.
 GC2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2231.See file dsdata.txt to determine how the superseded data were derived.
 GC2231
 GC2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3217802190(NAD 83)
 GC2231_MARKER: 53 = ELEVATED TANK
 GC2231
 GC2231  HISTORY     - Date     Condition        Report By
 GC2231  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2231
 GC2231                          STATION DESCRIPTION
 GC2231
 GC2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2231'THE STATION IS LOCATED ABOUT 1.0 MILE EAST OF DONELSON AT THE CLOVER
 GC2231'BOTTOM MENTAL HOME. THE TANK IS SUPPORTED BY A 6-LEGGED STEEL
 GC2231'STRUCTURE, COLORED ORANGE AND WHITE AND IS 135 FEET IN OVER-ALL
 GC2231'HEIGHT. THE TOP AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2232 ***********************************************************************
 GC2232  DESIGNATION -  DONELSON FIRST BAP CH SPIRE
 GC2232  PID         -  GC2232
 GC2232  STATE/COUNTY-  TN/DAVIDSON
 GC2232  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2232
 GC2232                         *CURRENT SURVEY CONTROL
 GC2232  ___________________________________________________________________
 GC2232* NAD 83(1995)-  36 10 12.37434(N)    086 40 37.76597(W)     ADJUSTED  
 GC2232* NAVD 88     -                                                        
 GC2232  ___________________________________________________________________
 GC2232  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 GC2232  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2232
 GC2232  HORZ ORDER  -  THIRD
 GC2232
 GC2232.The horizontal coordinates were established by classical geodetic methods
 GC2232.and adjusted by the National Geodetic Survey in April 1999..
 GC2232
 GC2232
 GC2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2232
 GC2232.The geoid height was determined by GEOID03.
 GC2232
 GC2232;                    North         East     Units Scale Factor Converg.
 GC2232;SPC TN       -   204,000.253   539,078.981   MT  0.99996555   -0 23 47.2
 GC2232;SPC TN       -   669,290.83  1,768,628.29   sFT  0.99996555   -0 23 47.2
 GC2232;UTM  16      - 4,002,864.017   529,034.484   MT  0.99961039   +0 11 25.9
 GC2232
 GC2232                          SUPERSEDED SURVEY CONTROL
 GC2232
 GC2232  NAD 83(1995)-  36 10 12.37632(N)    086 40 37.76845(W) AD(       ) 4
 GC2232  NAD 83(1995)-  36 10 12.37894(N)    086 40 37.76775(W) AD(       ) 4
 GC2232  NAD 83(1986)-  36 10 12.38469(N)    086 40 37.76891(W) AD(       ) 4
 GC2232  NAD 27      -  36 10 12.19100(N)    086 40 37.78200(W) AD(       ) 3
 GC2232
 GC2232.Superseded values are not recommended for survey control.
 GC2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2232.See file dsdata.txt to determine how the superseded data were derived.
 GC2232
 GC2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2903402864(NAD 83)
 GC2232_MARKER: 90 = CHURCH SPIRE
 GC2232
 GC2232  HISTORY     - Date     Condition        Report By
 GC2232  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2232  HISTORY     - 1958     GOOD             CGS
 GC2232  HISTORY     - 1964     GOOD             CGS
 GC2232
 GC2232                          STATION DESCRIPTION
 GC2232
 GC2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2232'STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED ATOP THE FIRST
 GC2232'BAPTIST CHURCH IN THE TOWN OF DONELSON. IT IS A SLENDER SPIRE,
 GC2232'ABOUT 125 FEET HIGH, LOCATED ON THE SOUTH EDGE OF A RED BRICK
 GC2232'STRUCTURE.
 GC2232
 GC2232                          STATION RECOVERY (1958)
 GC2232
 GC2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 GC2232'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND TO BE IN
 GC2232'GOOD CONDITION.
 GC2232
 GC2232                          STATION RECOVERY (1964)
 GC2232
 GC2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 GC2232'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2233 ***********************************************************************
 GC2233  DESIGNATION -  DONELSON TVA MICROWAVE MAST
 GC2233  PID         -  GC2233
 GC2233  STATE/COUNTY-  TN/DAVIDSON
 GC2233  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2233
 GC2233                         *CURRENT SURVEY CONTROL
 GC2233  ___________________________________________________________________
 GC2233* NAD 83(1995)-  36 10 30.37788(N)    086 40 08.70711(W)     ADJUSTED  
 GC2233* NAVD 88     -                                                        
 GC2233  ___________________________________________________________________
 GC2233  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GC2233  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2233
 GC2233  HORZ ORDER  -  THIRD
 GC2233
 GC2233.The horizontal coordinates were established by classical geodetic methods
 GC2233.and adjusted by the National Geodetic Survey in April 1999..
 GC2233
 GC2233
 GC2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2233
 GC2233.The geoid height was determined by GEOID03.
 GC2233
 GC2233;                    North         East     Units Scale Factor Converg.
 GC2233;SPC TN       -   204,550.147   539,808.959   MT  0.99996606   -0 23 30.2
 GC2233;SPC TN       -   671,094.94  1,771,023.23   sFT  0.99996606   -0 23 30.2
 GC2233;UTM  16      - 4,003,421.162   529,758.533   MT  0.99961091   +0 11 43.2
 GC2233
 GC2233                          SUPERSEDED SURVEY CONTROL
 GC2233
 GC2233  NAD 83(1995)-  36 10 30.37994(N)    086 40 08.70953(W) AD(       ) 4
 GC2233  NAD 83(1995)-  36 10 30.38252(N)    086 40 08.70897(W) AD(       ) 4
 GC2233  NAD 83(1986)-  36 10 30.38755(N)    086 40 08.70890(W) AD(       ) 4
 GC2233  NAD 27      -  36 10 30.18700(N)    086 40 08.72100(W) AD(       ) 3
 GC2233
 GC2233.Superseded values are not recommended for survey control.
 GC2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2233.See file dsdata.txt to determine how the superseded data were derived.
 GC2233
 GC2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2975903421(NAD 83)
 GC2233_MARKER: 44 = MICROWAVE MAST
 GC2233
 GC2233  HISTORY     - Date     Condition        Report By
 GC2233  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2233  HISTORY     - 1980     GOOD             NGS
 GC2233  HISTORY     - 1982     GOOD             NGS
 GC2233
 GC2233                          STATION DESCRIPTION
 GC2233
 GC2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2233'STATION IS THE CENTER OF THE BASE OF THE DONELSON, MICRO-WAVE STATION
 GC2233'MAST, LOCATED 1 MILE NORTHEAST OF DONELSON, ATOP A HIGH HILL
 GC2233'LOCALLY KNOWN AS TODD KNOB AND ON PROPERTY OWNED BY THE T.V.A. IT IS
 GC2233'A 3 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTION OF RED AND
 GC2233'WHITE AND IS ABOUT 50 FEET HIGH.
 GC2233'
 GC2233'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TODD AND
 GC2233'THE DISTANCE IS 14.677 METERS (48.15 FEET).
 GC2233
 GC2233                          STATION RECOVERY (1980)
 GC2233
 GC2233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 GC2233'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GC2233'
 GC2233'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 GC2233'DONELSON.
 GC2233
 GC2233                          STATION RECOVERY (1982)
 GC2233
 GC2233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 GC2233'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 GC2233'CONDITION.
 GC2233'
 GC2233'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE N OF
 GC2233'DONELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0795 ***********************************************************************
 FC0795  DESIGNATION -  DORTON
 FC0795  PID         -  FC0795
 FC0795  STATE/COUNTY-  TN/CUMBERLAND
 FC0795  USGS QUAD   -  DORTON (1991)
 FC0795
 FC0795                         *CURRENT SURVEY CONTROL
 FC0795  ___________________________________________________________________
 FC0795* NAD 83(1995)-  35 57 14.59657(N)    084 57 03.04115(W)     ADJUSTED  
 FC0795* NAVD 88     -       557.778  (meters)    1829.98   (feet)  ADJUSTED  
 FC0795  ___________________________________________________________________
 FC0795  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 FC0795  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC0795  DYNAMIC HT  -         557.260 (meters)    1828.28  (feet)  COMP
 FC0795  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0795
 FC0795  HORZ ORDER  -  SECOND
 FC0795  VERT ORDER  -  SECOND    CLASS 0
 FC0795
 FC0795.The horizontal coordinates were established by classical geodetic methods
 FC0795.and adjusted by the National Geodetic Survey in April 1999..
 FC0795
 FC0795.The orthometric height was determined by differential leveling
 FC0795.and adjusted by the National Geodetic Survey in June 1991..
 FC0795
 FC0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0795
 FC0795.The geoid height was determined by GEOID03.
 FC0795
 FC0795.The dynamic height is computed by dividing the NAVD 88
 FC0795.geopotential number by the normal gravity value computed on the
 FC0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0795.degrees latitude (g = 980.6199 gals.).
 FC0795
 FC0795.The modeled gravity was interpolated from observed gravity values.
 FC0795
 FC0795;                    North         East     Units Scale Factor Converg.
 FC0795;SPC TN       -   180,324.957   694,644.056   MT  0.99995059   +0 36 51.2
 FC0795;SPC TN       -   591,616.13  2,279,011.37   sFT  0.99995059   +0 36 51.2
 FC0795;UTM  16      - 3,980,793.265   684,804.900   MT  1.00002085   +1 12 12.5
 FC0795
 FC0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0795!SPC TN       -   0.99991699  x   0.99995059  =   0.99986758
 FC0795!UTM  16      -   0.99991699  x   1.00002085  =   0.99993784
 FC0795
 FC0795|---------------------------------------------------------------------|
 FC0795| PID    Reference Object                     Distance      Geod. Az  |
 FC0795|                                                           dddmmss.s |
 FC0795| FC0796 DORTON RM 1                          26.651 METERS 17132     |
 FC0795| CZ4803 DORTON AZ MK                                       2382803.4 |
 FC0795| FC0794 DORTON RM 2                          27.127 METERS 24147     |
 FC0795|---------------------------------------------------------------------|
 FC0795
 FC0795                          SUPERSEDED SURVEY CONTROL
 FC0795
 FC0795  NAD 83(1995)-  35 57 14.60149(N)    084 57 03.04138(W) AD(       ) 2
 FC0795  NAD 83(1986)-  35 57 14.60812(N)    084 57 03.04044(W) AD(       ) 2
 FC0795  NAD 27      -  35 57 14.36190(N)    084 57 03.20780(W) AD(       ) 2
 FC0795  NGVD 29 (??/??/92)  557.854  (m)         1830.23   (f) ADJ UNCH    2 0
 FC0795
 FC0795.Superseded values are not recommended for survey control.
 FC0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0795.See file dsdata.txt to determine how the superseded data were derived.
 FC0795
 FC0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8480580793(NAD 83)
 FC0795_MARKER: DS = TRIANGULATION STATION DISK
 FC0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0795_STAMPING: DORTON 1960
 FC0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0795+STABILITY: SURFACE MOTION
 FC0795
 FC0795  HISTORY     - Date     Condition        Report By
 FC0795  HISTORY     - 1960     MONUMENTED       CGS
 FC0795  HISTORY     - 1957     GOOD             NGS
 FC0795  HISTORY     - 1960     GOOD             CGS
 FC0795
 FC0795                          STATION DESCRIPTION
 FC0795
 FC0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0795'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF CROSSVILLE.
 FC0795'
 FC0795'TO REACH THE STATION FROM THE POST OFFICE IN CROSSVILLE, GO SOUTH FOR
 FC0795'0.2 MILE TO A STOP LIGHT AND U.S. HIGHWAY 70, TURN LEFT AND GO
 FC0795'EAST ON U.S. HIGHWAY 70 FOR 3.8 MILES TO A T ROAD ON THE LEFT AND A
 FC0795'SIGN, TENNESSEE STONE CO. LOADING YARD, TURN LEFT, NORTH, AND GO
 FC0795'0.15 MILE TO A T ROAD, TURN RIGHT, EAST, AND GO 0.5 MILE TO THE
 FC0795'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST FOR 0.2 MILE TO THE
 FC0795'STATION ON THE RIGHT.
 FC0795'
 FC0795'THE STATION IS 61 FEET SOUTHWEST OF A POWER LINE POLE, 38 FEET EAST
 FC0795'OF THE CENTER OF A GRAVELED ROAD, 19 FEET SOUTH OF A FENCE LINE, AND
 FC0795'2.3 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET
 FC0795'IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED DORTON 1960.
 FC0795'
 FC0795'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FC0795'CONCRETE POST, PROJECTING 2 INCHES, AND IS STAMPED DORTON NO 1
 FC0795'1960.
 FC0795'
 FC0795'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FC0795'CONCRETE POST, PROJECTING 2 INCHES, AND IS STAMPED DORTON NO 2
 FC0795'1960.
 FC0795'
 FC0795'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 FC0795'1.9 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 FC0795'IT IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 FC0795'PROJECTING 2 INCHES, AND IS STAMPED DORTON 1960.
 FC0795'
 FC0795'HEIGHT OF LIGHT ABOVE STATION MARK 30.16 METERS.
 FC0795
 FC0795                          STATION RECOVERY (1957)
 FC0795
 FC0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FC0795'RECOVERED IN GOOD CONDITION.
 FC0795
 FC0795                          STATION RECOVERY (1960)
 FC0795
 FC0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0795'1 MI E FROM DORTON.
 FC0795'FROM THE DORTON SCHOOL IN DORTON, GO 0.95 MILE EAST ON A GRAVELED
 FC0795'ROAD TO A Y JUNCTION.  THE STATION MARK IS 61 FT. SOUTHWEST OF A
 FC0795'POWER LINE POLE, 38 FT. EAST OF THE CENTER OF A GRAVELED ROAD,
 FC0795'19 FT. SOUTH OF A FENCE, AND 2.3 FT. SOUTH OF A WITNESS SIGN.
 FC0795'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FC0795'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0793 ***********************************************************************
 FC0793  DESIGNATION -  DORTON AZ MK
 FC0793  PID         -  FC0793
 FC0793  STATE/COUNTY-  TN/CUMBERLAND
 FC0793  USGS QUAD   -  DORTON (1991)
 FC0793
 FC0793                         *CURRENT SURVEY CONTROL
 FC0793  ___________________________________________________________________
 FC0793* NAD 83(1986)-  35 57 10.     (N)    084 57 12.     (W)     SCALED    
 FC0793* NAVD 88     -       554.460  (meters)    1819.09   (feet)  ADJUSTED  
 FC0793  ___________________________________________________________________
 FC0793  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC0793  DYNAMIC HT  -         553.945 (meters)    1817.40  (feet)  COMP
 FC0793  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FC0793
 FC0793  VERT ORDER  -  SECOND    CLASS 0
 FC0793
 FC0793.The horizontal coordinates were scaled from a topographic map and have
 FC0793.an estimated accuracy of +/- 6 seconds.
 FC0793
 FC0793.The orthometric height was determined by differential leveling
 FC0793.and adjusted by the National Geodetic Survey in June 1991..
 FC0793
 FC0793.The geoid height was determined by GEOID03.
 FC0793
 FC0793.The dynamic height is computed by dividing the NAVD 88
 FC0793.geopotential number by the normal gravity value computed on the
 FC0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0793.degrees latitude (g = 980.6199 gals.).
 FC0793
 FC0793.The modeled gravity was interpolated from observed gravity values.
 FC0793
 FC0793;                    North         East    Units  Estimated Accuracy
 FC0793;SPC TN       -   180,180.      694,420.      MT  (+/- 180 meters Scaled)
 FC0793
 FC0793                          SUPERSEDED SURVEY CONTROL
 FC0793
 FC0793  NGVD 29 (??/??/92)  554.536  (m)         1819.34   (f) ADJ UNCH    2 0
 FC0793
 FC0793.Superseded values are not recommended for survey control.
 FC0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0793.See file dsdata.txt to determine how the superseded data were derived.
 FC0793
 FC0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE845806(NAD 83)
 FC0793_MARKER: DZ = AZIMUTH MARK DISK
 FC0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0793_STAMPING: DORTON 1960
 FC0793_MARK LOGO: CGS   
 FC0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0793+STABILITY: SURFACE MOTION
 FC0793
 FC0793  HISTORY     - Date     Condition        Report By
 FC0793  HISTORY     - 1960     MONUMENTED       CGS
 FC0793  HISTORY     - 1967     GOOD             NGS
 FC0793
 FC0793                          STATION DESCRIPTION
 FC0793
 FC0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0793'0.8 MI E FROM DORTON.
 FC0793'FROM THE DORTON SCHOOL IN DORTON, GO 0.8 MILE EAST ON A GRAVELED
 FC0793'ROAD TO A Y JUNCTION.  THE AZIMUTH MARK IS 37 FT. SOUTH OF THE
 FC0793'CENTER OF A GRAVELED ROAD, 1.9 FT. EAST OF A WITNESS SIGN AND
 FC0793'1 FT. NORTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0793'PROJECTING 2 INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 FC0793'GRAVELED ROAD.
 FC0793
 FC0793                          STATION RECOVERY (1967)
 FC0793
 FC0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0796 ***********************************************************************
 FC0796  DESIGNATION -  DORTON RM 1
 FC0796  PID         -  FC0796
 FC0796  STATE/COUNTY-  TN/CUMBERLAND
 FC0796  USGS QUAD   -  DORTON (1991)
 FC0796
 FC0796                         *CURRENT SURVEY CONTROL
 FC0796  ___________________________________________________________________
 FC0796* NAD 83(1986)-  35 57 14.     (N)    084 57 03.     (W)     SCALED    
 FC0796* NAVD 88     -       558.013  (meters)    1830.75   (feet)  ADJUSTED  
 FC0796  ___________________________________________________________________
 FC0796  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC0796  DYNAMIC HT  -         557.495 (meters)    1829.05  (feet)  COMP
 FC0796  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0796
 FC0796  VERT ORDER  -  SECOND    CLASS 0
 FC0796
 FC0796.The horizontal coordinates were scaled from a topographic map and have
 FC0796.an estimated accuracy of +/- 6 seconds.
 FC0796
 FC0796.The orthometric height was determined by differential leveling
 FC0796.and adjusted by the National Geodetic Survey in June 1991..
 FC0796
 FC0796.The geoid height was determined by GEOID03.
 FC0796
 FC0796.The dynamic height is computed by dividing the NAVD 88
 FC0796.geopotential number by the normal gravity value computed on the
 FC0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0796.degrees latitude (g = 980.6199 gals.).
 FC0796
 FC0796.The modeled gravity was interpolated from observed gravity values.
 FC0796
 FC0796;                    North         East    Units  Estimated Accuracy
 FC0796;SPC TN       -   180,310.      694,650.      MT  (+/- 180 meters Scaled)
 FC0796
 FC0796                          SUPERSEDED SURVEY CONTROL
 FC0796
 FC0796  NGVD 29 (??/??/92)  558.090  (m)         1831.00   (f) ADJ UNCH    2 0
 FC0796
 FC0796.Superseded values are not recommended for survey control.
 FC0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0796.See file dsdata.txt to determine how the superseded data were derived.
 FC0796
 FC0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE848807(NAD 83)
 FC0796_MARKER: DR = REFERENCE MARK DISK
 FC0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0796_STAMPING: DORTON NO 1 1960
 FC0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0796+STABILITY: SURFACE MOTION
 FC0796
 FC0796  HISTORY     - Date     Condition        Report By
 FC0796  HISTORY     - 1960     MONUMENTED       CGS
 FC0796
 FC0796                          STATION DESCRIPTION
 FC0796
 FC0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0796'1 MI E FROM DORTON.
 FC0796'FROM THE DORTON SCHOOL IN DORTON, GO 0.95 MILE EAST ON A GRAVELED
 FC0796'ROAD TO A Y JUNCTION.  THE REFERENCE MARK IS 87.5 FT. SOUTH OF
 FC0796'THE STATION MARK, 88.4 FT. SOUTH OF THE WITNESS SIGN.  THE DISK
 FC0796'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0794 ***********************************************************************
 FC0794  DESIGNATION -  DORTON RM 2
 FC0794  PID         -  FC0794
 FC0794  STATE/COUNTY-  TN/CUMBERLAND
 FC0794  USGS QUAD   -  DORTON (1991)
 FC0794
 FC0794                         *CURRENT SURVEY CONTROL
 FC0794  ___________________________________________________________________
 FC0794* NAD 83(1986)-  35 57 14.     (N)    084 57 03.     (W)     SCALED    
 FC0794* NAVD 88     -       557.531  (meters)    1829.17   (feet)  ADJUSTED  
 FC0794  ___________________________________________________________________
 FC0794  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC0794  DYNAMIC HT  -         557.013 (meters)    1827.47  (feet)  COMP
 FC0794  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 FC0794
 FC0794  VERT ORDER  -  SECOND    CLASS 0
 FC0794
 FC0794.The horizontal coordinates were scaled from a topographic map and have
 FC0794.an estimated accuracy of +/- 6 seconds.
 FC0794
 FC0794.The orthometric height was determined by differential leveling
 FC0794.and adjusted by the National Geodetic Survey in June 1991..
 FC0794
 FC0794.The geoid height was determined by GEOID03.
 FC0794
 FC0794.The dynamic height is computed by dividing the NAVD 88
 FC0794.geopotential number by the normal gravity value computed on the
 FC0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0794.degrees latitude (g = 980.6199 gals.).
 FC0794
 FC0794.The modeled gravity was interpolated from observed gravity values.
 FC0794
 FC0794;                    North         East    Units  Estimated Accuracy
 FC0794;SPC TN       -   180,310.      694,650.      MT  (+/- 180 meters Scaled)
 FC0794
 FC0794                          SUPERSEDED SURVEY CONTROL
 FC0794
 FC0794  NGVD 29 (??/??/92)  557.608  (m)         1829.42   (f) ADJ UNCH    2 0
 FC0794
 FC0794.Superseded values are not recommended for survey control.
 FC0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0794.See file dsdata.txt to determine how the superseded data were derived.
 FC0794
 FC0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE848807(NAD 83)
 FC0794_MARKER: DR = REFERENCE MARK DISK
 FC0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0794_STAMPING: DORTON NO 2 1960
 FC0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0794+STABILITY: SURFACE MOTION
 FC0794
 FC0794  HISTORY     - Date     Condition        Report By
 FC0794  HISTORY     - 1960     MONUMENTED       CGS
 FC0794  HISTORY     - 1967     GOOD             NGS
 FC0794
 FC0794                          STATION DESCRIPTION
 FC0794
 FC0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0794'1 MI E FROM DORTON.
 FC0794'FROM THE DORTON SCHOOL IN DORTON, GO 0.95 MILE EAST ON A GRAVELED
 FC0794'ROAD TO A Y JUNCTION.  THE REFERENCE MARK IS 89 FT. SOUTHWEST
 FC0794'OF THE STATION MARK AND 91.2 FT. SOUTHWEST OF A WITNESS SIGN.  THE
 FC0794'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FC0794
 FC0794                          STATION RECOVERY (1967)
 FC0794
 FC0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0317 ***********************************************************************
 FC0317  DESIGNATION -  DOT
 FC0317  PID         -  FC0317
 FC0317  STATE/COUNTY-  TN/ROANE
 FC0317  USGS QUAD   -  ELVERTON (1990)
 FC0317
 FC0317                         *CURRENT SURVEY CONTROL
 FC0317  ___________________________________________________________________
 FC0317* NAD 83(1995)-  35 58 11.74907(N)    084 28 01.41686(W)     ADJUSTED  
 FC0317* NAVD 88     -       241.516  (meters)     792.37   (feet)  ADJUSTED  
 FC0317  ___________________________________________________________________
 FC0317  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 FC0317  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0317  DYNAMIC HT  -         241.296 (meters)     791.65  (feet)  COMP
 FC0317  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FC0317
 FC0317  HORZ ORDER  -  SECOND
 FC0317  VERT ORDER  -  FIRST     CLASS I
 FC0317
 FC0317.The horizontal coordinates were established by classical geodetic methods
 FC0317.and adjusted by the National Geodetic Survey in April 1999..
 FC0317
 FC0317.The orthometric height was determined by differential leveling
 FC0317.and adjusted by the National Geodetic Survey in June 1991..
 FC0317
 FC0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0317
 FC0317.The geoid height was determined by GEOID03.
 FC0317
 FC0317.The dynamic height is computed by dividing the NAVD 88
 FC0317.geopotential number by the normal gravity value computed on the
 FC0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0317.degrees latitude (g = 980.6199 gals.).
 FC0317
 FC0317.The modeled gravity was interpolated from observed gravity values.
 FC0317
 FC0317;                    North         East     Units Scale Factor Converg.
 FC0317;SPC TN       -   182,661.903   738,255.553   MT  0.99995120   +0 53 50.8
 FC0317;SPC TN       -   599,283.26  2,422,093.43   sFT  0.99995120   +0 53 50.8
 FC0317;UTM  16      - 3,983,579.719   728,397.734   MT  1.00024283   +1 29 18.2
 FC0317
 FC0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0317!SPC TN       -   0.99996683  x   0.99995120  =   0.99991803
 FC0317!UTM  16      -   0.99996683  x   1.00024283  =   1.00020965
 FC0317
 FC0317|---------------------------------------------------------------------|
 FC0317| PID    Reference Object                     Distance      Geod. Az  |
 FC0317|                                                           dddmmss.s |
 FC0317| FC0316 DOT RM 2                             18.799 METERS 19520     |
 FC0317| FC0318 DOT RM 1                             11.336 METERS 26458     |
 FC0317| FC0319 DOT AZ MK                                          2703457.0 |
 FC0317|---------------------------------------------------------------------|
 FC0317
 FC0317                          SUPERSEDED SURVEY CONTROL
 FC0317
 FC0317  NAD 83(1995)-  35 58 11.75731(N)    084 28 01.41639(W) AD(       ) 2
 FC0317  NAD 83(1986)-  35 58 11.76263(N)    084 28 01.41448(W) AD(       ) 2
 FC0317  NAD 27      -  35 58 11.48452(N)    084 28 01.66490(W) AD(       ) 2
 FC0317  NGVD 29 (??/??/92)  241.638  (m)          792.77   (f) ADJ UNCH    1 1
 FC0317
 FC0317.Superseded values are not recommended for survey control.
 FC0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0317.See file dsdata.txt to determine how the superseded data were derived.
 FC0317
 FC0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2839883580(NAD 83)
 FC0317_MARKER: DS = TRIANGULATION STATION DISK
 FC0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0317_STAMPING: DOT 1964
 FC0317_MARK LOGO: TNHD  
 FC0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0317+STABILITY: SURFACE MOTION
 FC0317
 FC0317  HISTORY     - Date     Condition        Report By
 FC0317  HISTORY     - 1965     MONUMENTED       TNHD
 FC0317  HISTORY     - 1967     GOOD             CGS
 FC0317  HISTORY     - 1967     GOOD             NGS
 FC0317
 FC0317                          STATION DESCRIPTION
 FC0317
 FC0317'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC0317'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF OLIVER SPRINGS AND
 FC0317'ABOUT 5 MILES NORTHEAST OF HARRIMAN.
 FC0317'
 FC0317'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 FC0317'STATE ROUTE 62 IN OLIVER SPRINGS, GO SOUTHWESTERLY ON STATE ROUTE
 FC0317'61 FOR 9.8 MILES TO THE STATION ON THE RIGHT.
 FC0317'
 FC0317'THE STATION IS 28 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 FC0317'61 AND 3.0 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  THE SURFACE
 FC0317'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 FC0317'AND THE DISKS ARE STAMPED DOT 1964.  THE UNDERGROUND MARK IS ABOUT
 FC0317'30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 FC0317'SQUARE, FLUSH, CONCRETE MONUMENT.
 FC0317'
 FC0317'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE APPROXIMATE CENTER OF
 FC0317'STATE ROUTE 61.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FC0317'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0317'STAMPED DOT RM-1 1964.
 FC0317'
 FC0317'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC0317'STATE ROUTE 61 AND 16 FEET EAST OF POWER POLE NO.  414, TO WHICH A
 FC0317'WITNESS SIGN IS FASTENED.  IT IS A STANDARD TENNESSEE HIGHWAY
 FC0317'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FC0317'AND THE DISK IS STAMPED DOT RM-2 1964.
 FC0317'
 FC0317'THE AZIMUTH MARK IS 9 FT N OF THE N RAIL OF THE SOUTHERN RAILROAD AND
 FC0317'8 FEET BELOW THE LEVEL OF THE RAILS.  IT IS A STANDARD
 FC0317'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 FC0317'THE TOP OF THE WEST PIER OF THE SOUTHERN RAILROAD BRIDGE
 FC0317'SPANNING THE LITTLE EMORY RIVER.  THE DISK IS STAMPED DOT AZI 1964.
 FC0317'
 FC0317'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 FC0317'ON STATE ROUTE 61 FOR 0.4 MILE WEST TO A CONCRETE BRIDGE SPANNING
 FC0317'LITTLE EMORY RIVER AND THE SOUTHERN RAILROAD BRIDGE ADJACENT TO STATE
 FC0317'ROUTE 61, AND THE AZIMUTH MARK.
 FC0317'
 FC0317'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FC0317
 FC0317                          STATION RECOVERY (1967)
 FC0317
 FC0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 FC0317'THE STATION, RM 1 AND AZIMUTH MARK WERE ALL RECOVERED AND IN GOOD
 FC0317'CONDITION.
 FC0317'
 FC0317'THE STATION IS LOCATED ABOUT 5.6 MILES NORTHEAST ALONG THE SOUTHERN
 FC0317'RAILWAY FROM THE STATION AT HARRIMAN, ABOUT 0.5 MILE EAST OF MILEPOST
 FC0317'45, ABOUT 0.35 MILE EAST OF STATE HIGHWAY 61 BRIDGE OVER LITTLE EMORY
 FC0317'RIVER, ABOUT 35 YARDS NORTH AND ACROSS STATE HIGHWAY 61 FROM THE
 FC0317'TRACK, AT THE INSIDE AND AT THE WEST END OF A CURVE, ON THE SOUTH
 FC0317'SLOPE OF A 6-FOOT HIGH BANK, 28 FEET NORTH OF THE CENTER LINE OF
 FC0317'THE HIGHWAY, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 FC0317'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FC0317'POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 FC0317'
 FC0317'REFERENCE MARK NO. 1 IS 37.2 FEET WEST OF THE STATION, 50 FEET NORTH
 FC0317'AND ACROSS STATE HIGHWAY 61 FROM POWER POLE 414, 26 FEET NORTH OF
 FC0317'THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FC0317'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FC0317'SURFACE OF THE GROUND.
 FC0317'
 FC0317'REFERENCE MARK NO. 2 IS BELIEVED DESTROYED.  AT THE DESCRIBED
 FC0317'LOCATION A CONCRETE POST WAS FOUND WITH THE SHANK OF A DISK.
 FC0317'
 FC0317'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0317'FROM THE STATION MARK, ABOUT 0.15 MILE EAST OF MILEPOST 45, SET
 FC0317'IN THE TOP OF THE NORTH END OF THE WEST PIER UNDER A RAILWAY BRIDGE
 FC0317'OVER LITTLE EMORY RIVER, 9 FEET NORTH OF THE NORTH RAIL, 3 FEET
 FC0317'SOUTHEAST OF THE NORTHWEST CORNER OF THE PIER AND ABOUT 8 FEET
 FC0317'BELOW THE LEVEL OF THE TRACK.
 FC0317
 FC0317                          STATION RECOVERY (1967)
 FC0317
 FC0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0317'5.6 MI NE FROM HARRIMAN.
 FC0317'ABOUT 5.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0317'STATION AT HARRIMAN, ABOUT 0.5 MILE EAST OF MILEPOST 45, ABOUT
 FC0317'0.35 MILE EAST OF STATE HIGHWAY 61 BRIDGE OVER LITTLE EMORY
 FC0317'RIVER, ABOUT 35 YARDS NORTH AND ACROSS STATE HIGHWAY 61 FROM
 FC0317'THE TRACK, AT THE INSIDE AND AT THE WEST END OF A CURVE, ON THE
 FC0317'SOUTH SLOPE OF A 6-FOOT HIGH BANK, 28 FEET NORTH OF THE CENTER
 FC0317'LINE OF THE HIGHWAY, 1.5 FEET WEST OF A METAL WITNESS POST,
 FC0317'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 FC0317'OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0319 ***********************************************************************
 FC0319  DESIGNATION -  DOT AZ MK
 FC0319  PID         -  FC0319
 FC0319  STATE/COUNTY-  TN/ROANE
 FC0319  USGS QUAD   -  ELVERTON (1990)
 FC0319
 FC0319                         *CURRENT SURVEY CONTROL
 FC0319  ___________________________________________________________________
 FC0319* NAD 83(1986)-  35 58 11.     (N)    084 28 27.     (W)     SCALED    
 FC0319* NAVD 88     -       228.418  (meters)     749.40   (feet)  ADJUSTED  
 FC0319  ___________________________________________________________________
 FC0319  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0319  DYNAMIC HT  -         228.210 (meters)     748.72  (feet)  COMP
 FC0319  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 FC0319
 FC0319  VERT ORDER  -  FIRST     CLASS I
 FC0319
 FC0319.The horizontal coordinates were scaled from a topographic map and have
 FC0319.an estimated accuracy of +/- 6 seconds.
 FC0319
 FC0319.The orthometric height was determined by differential leveling
 FC0319.and adjusted by the National Geodetic Survey in June 1991..
 FC0319
 FC0319.The geoid height was determined by GEOID03.
 FC0319
 FC0319.The dynamic height is computed by dividing the NAVD 88
 FC0319.geopotential number by the normal gravity value computed on the
 FC0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0319.degrees latitude (g = 980.6199 gals.).
 FC0319
 FC0319.The modeled gravity was interpolated from observed gravity values.
 FC0319
 FC0319;                    North         East    Units  Estimated Accuracy
 FC0319;SPC TN       -   182,630.      737,620.      MT  (+/- 180 meters Scaled)
 FC0319
 FC0319                          SUPERSEDED SURVEY CONTROL
 FC0319
 FC0319  NGVD 29 (??/??/92)  228.539  (m)          749.80   (f) ADJ UNCH    1 1
 FC0319
 FC0319.Superseded values are not recommended for survey control.
 FC0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0319.See file dsdata.txt to determine how the superseded data were derived.
 FC0319
 FC0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE277835(NAD 83)
 FC0319_MARKER: DZ = AZIMUTH MARK DISK
 FC0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0319_SP_SET: BRIDGE PIER
 FC0319_STAMPING: DOT AZ 1964
 FC0319_MARK LOGO: TNHD  
 FC0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0319
 FC0319  HISTORY     - Date     Condition        Report By
 FC0319  HISTORY     - 1964     MONUMENTED       TNHD
 FC0319  HISTORY     - 1967     GOOD             NGS
 FC0319
 FC0319                          STATION DESCRIPTION
 FC0319
 FC0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0319'5.2 MI NE FROM HARRIMAN.
 FC0319'ABOUT 5.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0319'STATION AT HARRIMAN, ABOUT 0.15 MILE EAST OF MILEPOST 45, SET
 FC0319'IN THE TOP OF THE NORTH END OF THE WEST PIER UNDER A RAILWAY
 FC0319'BRIDGE OVER LITTLE EMORY RIVER, 9 FEET NORTH OF THE NORTH RAIL,
 FC0319'3 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE PIER AND ABOUT
 FC0319'8 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0318 ***********************************************************************
 FC0318  DESIGNATION -  DOT RM 1
 FC0318  PID         -  FC0318
 FC0318  STATE/COUNTY-  TN/ROANE
 FC0318  USGS QUAD   -  ELVERTON (1990)
 FC0318
 FC0318                         *CURRENT SURVEY CONTROL
 FC0318  ___________________________________________________________________
 FC0318* NAD 83(1986)-  35 58 10.     (N)    084 28 02.     (W)     SCALED    
 FC0318* NAVD 88     -       240.788  (meters)     789.99   (feet)  ADJUSTED  
 FC0318  ___________________________________________________________________
 FC0318  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0318  DYNAMIC HT  -         240.569 (meters)     789.27  (feet)  COMP
 FC0318  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FC0318
 FC0318  VERT ORDER  -  FIRST     CLASS I
 FC0318
 FC0318.The horizontal coordinates were scaled from a topographic map and have
 FC0318.an estimated accuracy of +/- 6 seconds.
 FC0318
 FC0318.The orthometric height was determined by differential leveling
 FC0318.and adjusted by the National Geodetic Survey in June 1991..
 FC0318
 FC0318.The geoid height was determined by GEOID03.
 FC0318
 FC0318.The dynamic height is computed by dividing the NAVD 88
 FC0318.geopotential number by the normal gravity value computed on the
 FC0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0318.degrees latitude (g = 980.6199 gals.).
 FC0318
 FC0318.The modeled gravity was interpolated from observed gravity values.
 FC0318
 FC0318;                    North         East    Units  Estimated Accuracy
 FC0318;SPC TN       -   182,610.      738,240.      MT  (+/- 180 meters Scaled)
 FC0318
 FC0318                          SUPERSEDED SURVEY CONTROL
 FC0318
 FC0318  NGVD 29 (??/??/92)  240.911  (m)          790.39   (f) ADJ UNCH    1 1
 FC0318
 FC0318.Superseded values are not recommended for survey control.
 FC0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0318.See file dsdata.txt to determine how the superseded data were derived.
 FC0318
 FC0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE283835(NAD 83)
 FC0318_MARKER: DR = REFERENCE MARK DISK
 FC0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0318_STAMPING: DOT RM 1 1964
 FC0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0318+STABILITY: SURFACE MOTION
 FC0318
 FC0318  HISTORY     - Date     Condition        Report By
 FC0318  HISTORY     - 1964     MONUMENTED       TNHD
 FC0318  HISTORY     - 1967     GOOD             NGS
 FC0318
 FC0318                          STATION DESCRIPTION
 FC0318
 FC0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0318'5.6 MI NE FROM HARRIMAN.
 FC0318'ABOUT 5.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0318'STATION AT HARRIMAN, ABOUT 0.5 MILE EAST OF MILEPOST 45, ABOUT
 FC0318'0.35 MILE EAST OF THE STATE HIGHWAY 61 BRIDGE OVER LITTLE
 FC0318'EMORY RIVER, 50 FEET NORTH AND ACROSS STATE HIGHWAY 61 FROM POWER
 FC0318'POLE 414, 37.2 FEET WEST OF THE STATION MARK DESCRIBED, 26 FEET
 FC0318'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE
 FC0318'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0318'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0934 ***********************************************************************
 FC0934  DESIGNATION -  DOTSON
 FC0934  PID         -  FC0934
 FC0934  STATE/COUNTY-  TN/MCMINN
 FC0934  USGS QUAD   -  NIOTA (1990)
 FC0934
 FC0934                         *CURRENT SURVEY CONTROL
 FC0934  ___________________________________________________________________
 FC0934* NAD 83(1995)-  35 33 26.33506(N)    084 33 36.46526(W)     ADJUSTED  
 FC0934* NAVD 88     -       294.611  (meters)     966.57   (feet)  ADJUSTED  
 FC0934  ___________________________________________________________________
 FC0934  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FC0934  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0934  DYNAMIC HT  -         294.321 (meters)     965.62  (feet)  COMP
 FC0934  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 FC0934
 FC0934  HORZ ORDER  -  SECOND
 FC0934  VERT ORDER  -  SECOND    CLASS 0
 FC0934
 FC0934.The horizontal coordinates were established by classical geodetic methods
 FC0934.and adjusted by the National Geodetic Survey in April 1999..
 FC0934
 FC0934.The orthometric height was determined by differential leveling
 FC0934.and adjusted by the National Geodetic Survey in June 1991..
 FC0934
 FC0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0934
 FC0934.The geoid height was determined by GEOID03.
 FC0934
 FC0934.The dynamic height is computed by dividing the NAVD 88
 FC0934.geopotential number by the normal gravity value computed on the
 FC0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0934.degrees latitude (g = 980.6199 gals.).
 FC0934
 FC0934.The modeled gravity was interpolated from observed gravity values.
 FC0934
 FC0934;                    North         East     Units Scale Factor Converg.
 FC0934;SPC TN       -   136,760.058   730,535.801   MT  0.99996000   +0 50 34.6
 FC0934;SPC TN       -   448,686.96  2,396,766.21   sFT  0.99996000   +0 50 34.6
 FC0934;UTM  16      - 3,937,589.147   721,143.960   MT  1.00020269   +1 25 09.8
 FC0934
 FC0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0934!SPC TN       -   0.99995853  x   0.99996000  =   0.99991853
 FC0934!UTM  16      -   0.99995853  x   1.00020269  =   1.00016121
 FC0934
 FC0934|---------------------------------------------------------------------|
 FC0934| PID    Reference Object                     Distance      Geod. Az  |
 FC0934|                                                           dddmmss.s |
 FC0934| FC0933 DOTSON RM 1                          24.749 METERS 10018     |
 FC0934| FC0936 DOTSON AZ MK                                       2684129.2 |
 FC0934| FC0935 DOTSON RM 2                          23.956 METERS 35001     |
 FC0934|---------------------------------------------------------------------|
 FC0934
 FC0934                          SUPERSEDED SURVEY CONTROL
 FC0934
 FC0934  NAD 83(1995)-  35 33 26.34009(N)    084 33 36.46546(W) AD(       ) 2
 FC0934  NAD 83(1986)-  35 33 26.34480(N)    084 33 36.46362(W) AD(       ) 2
 FC0934  NAD 27      -  35 33 26.08000(N)    084 33 36.70820(W) AD(       ) 2
 FC0934  NGVD 29 (??/??/92)  294.683  (m)          966.81   (f) ADJ UNCH    2 0
 FC0934
 FC0934.Superseded values are not recommended for survey control.
 FC0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0934.See file dsdata.txt to determine how the superseded data were derived.
 FC0934
 FC0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2114437589(NAD 83)
 FC0934_MARKER: DE = TRAVERSE STATION DISK
 FC0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0934_STAMPING: DOTSON 1961
 FC0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0934+STABILITY: SURFACE MOTION
 FC0934
 FC0934  HISTORY     - Date     Condition        Report By
 FC0934  HISTORY     - 1961     MONUMENTED       CGS
 FC0934  HISTORY     - 1961     GOOD             CGS
 FC0934  HISTORY     - 1980     GOOD             NGS
 FC0934
 FC0934                          STATION DESCRIPTION
 FC0934
 FC0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0934'THE STATION IS LOCATED ON THE PROPERTY OF MR. DOTSON, ABOUT 8 MILES
 FC0934'NORTHEAST OF ATHENS AND 3 MILES NORTH OF NIOTA.
 FC0934'
 FC0934'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN
 FC0934'NIOTA, GO WEST ON A HARD SURFACE ROAD FOR 0.45 MILE TO A
 FC0934'FORK, KEEP RIGHT AND GO 2.7 MILES TO THE UNION MCMINN BAPTIST CHURCH
 FC0934'ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A
 FC0934'CROSSROAD AND THE AZIMUTH MARK, TURN RIGHT AND GO 0.2 MILE TO MR.
 FC0934'DOTSONS RESIDENCE ON THE LEFT AND THE STATION.
 FC0934'
 FC0934'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DOTSON 1961,
 FC0934'SET IN A SQUARE FLUSH CONCRETE MONUMENT. IT IS 61 FEET
 FC0934'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. DOTSONS RESIDENCE, 35 FEET
 FC0934'NORTH OF THE CENTER OF A GRAVELED ROAD, 14.8 FEET NORTH OF
 FC0934'A WITNESS SIGN AND WOVEN WIRE FENCE AND 13 FEET EAST OF A WOVEN WIRE
 FC0934'FENCE.
 FC0934'
 FC0934'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED DOTSON NO 1 1961,
 FC0934'SET IN A SQUARE FLUSH CONCRETE MONUMENT. IT IS 21 FEET NORTH OF
 FC0934'THE CENTER OF A GRAVELED ROAD, 1 FOOT NORTH OF AN EAST-WEST WOVEN
 FC0934'WIRE FENCE AND ABOUT 1 FOOT BELOW THE STATION ELEVATION.
 FC0934'
 FC0934'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED DOTSON NO 2 1961,
 FC0934'SET IN A SQUARE FLUSH CONCRETE MONUMENT. IT IS 41 FEET EAST OF
 FC0934'THE NORTHEAST CORNER OF HOUSE, 18 FEET SOUTH OF A T-FENCE CORNER AND
 FC0934'1 FOOT EAST OF A NORTH-SOUTH WOVEN WIRE FENCE.
 FC0934'
 FC0934'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOTSON 1961, SET IN A
 FC0934'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS
 FC0934'56 FEET NORTHEAST OF THE CENTER OF CROSSROAD INTERSECTION, 25 FEET
 FC0934'EAST OF AN OILED ROAD, 25 FEET NORTH OF A GRAVELED ROAD, 3.2
 FC0934'FEET NORTHEAST OF A FENCE CORNER POST, AND 2.1 FEET EAST OF A WITNESS
 FC0934'POST AND SIGN.
 FC0934'
 FC0934'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FC0934
 FC0934                          STATION RECOVERY (1961)
 FC0934
 FC0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0934'3.7 MI NW FROM NIOTA.
 FC0934'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0934'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO 2.7
 FC0934'MILES NORTHWEST TO THE UNION MC MINN BAPTIST CHURCH ON THE RIGHT,
 FC0934'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A CROSSROAD, THEN TURN
 FC0934'RIGHT AND GO 0.2 MILE EAST ON A GRAVELED ROAD TO MR. DOTSONS RESIDENCE
 FC0934'ON THE LEFT AND THE STATION.  THE STATION MARK IS 61 FT. SOUTHEAST
 FC0934'OF THE SOUTHEAST CORNER OF MR. DOTSONS HOUSE, 35 FT. NORTH OF THE
 FC0934'CENTER OF THE GRAVELED ROAD, 14.8 FT. NORTH OF A METAL WITNESS POST
 FC0934'AND WOVEN WIRE FENCE, AND 13 FT. EAST OF A WOVEN WIRE FENCE.  THE
 FC0934'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 FC0934'ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
 FC0934
 FC0934                          STATION RECOVERY (1980)
 FC0934
 FC0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FC0934'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 FC0934'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED
 FC0934'DESTROYED BY GRADING.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 FC0934'OBSTRUCTED BY FOLIAGE IN YARD.  THE DISTANCE TO REFERENCE MARK 2
 FC0934'CHECKED.  REFERENCE MARK 3 WAS SGT.  A NEW DESCRIPTION FOLLOWS.
 FC0934'
 FC0934'TO REACH THE STATION FROM THE UNION MCMINN BAPTIST CHURCH, ABOUT 0.2
 FC0934'MILE NORTHWEST OF THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND NIOTA
 FC0934'ROAD, GO NORTHERLY ON PAVED ROAD FOR 0.35 MILE TO A CROSSROAD AND THE
 FC0934'AZIMUTH MARK AS DESCRIBED.  TURN RIGHT AND GO EAST ON PAVED ROAD FOR
 FC0934'0.2 MILE TO THE STATION ON THE LEFT.
 FC0934'
 FC0934'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF NIOTA, 13 FEET EAST OF
 FC0934'A WOVEN WIRE FENCE, 19 FEET NORTHEAST OF A FENCE CORNER, METAL WITNESS
 FC0934'POST AND A TELEPHONE POLE, 37 FEET NORTH OF THE CENTERLINE OF THE ROAD
 FC0934'AND 51 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE.  THE
 FC0934'MONUMENT IS FLUSH AND THE DISK IS STAMPED---DOTSON 1961---.
 FC0934'
 FC0934'REFERENCE MARK 2 IS 2 FEET EAST OF THE FENCE, 20 FEET WEST OF THE
 FC0934'NORTHWEST CORNER OF THE HOUSE AND 32 FEET NORTHWEST OF THE SOUTHWEST
 FC0934'CORNER OF THE HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FC0934'STAMPED---DOTSON NO 1 1961---.
 FC0934'
 FC0934'REFERENCE MARK 2 IS A STANDARD PRE CAST ALUMINUM MONUMENT,
 FC0934'STAMPED---DOTSON 1961 NO 3 1980, PROJECTING 2 INCHES, 3 FEET SOUTHEAST
 FC0934'OF THE FENCE CORNER, 20 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6
 FC0934'INCHES SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 FC0934'TELEPHONE POLE.
 FC0934'
 FC0934'THE AZIMUTH MARK IS SET IN A SQUARE CONCRETE POST, STAMPED---DOTSON
 FC0934'1961---PROJECTING 2 INCHES, 25 FEET EAST OF CENTERLINE OF PAVED
 FC0934'ROAD, 25 FEET NORTH OF PAVED ROAD, 3 FEET NORTHEAST OF A FENCE CORNER
 FC0934'AND 2 FEET EAST OF A METAL WITNESS POST.
 FC0934'
 FC0934'THE STATION IS ON THE PROPERTY OF NELLIE WILLIS, ROUTE NO. 2, NIOTA,
 FC0934'TENNESSEE 37826.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0936 ***********************************************************************
 FC0936  DESIGNATION -  DOTSON AZ MK
 FC0936  PID         -  FC0936
 FC0936  STATE/COUNTY-  TN/MCMINN
 FC0936  USGS QUAD   -  NIOTA (1990)
 FC0936
 FC0936                         *CURRENT SURVEY CONTROL
 FC0936  ___________________________________________________________________
 FC0936* NAD 83(1986)-  35 33 26.     (N)    084 33 49.     (W)     SCALED    
 FC0936* NAVD 88     -       296.993  (meters)     974.38   (feet)  ADJUSTED  
 FC0936  ___________________________________________________________________
 FC0936  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0936  DYNAMIC HT  -         296.702 (meters)     973.43  (feet)  COMP
 FC0936  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC0936
 FC0936  VERT ORDER  -  SECOND    CLASS 0
 FC0936
 FC0936.The horizontal coordinates were scaled from a topographic map and have
 FC0936.an estimated accuracy of +/- 6 seconds.
 FC0936
 FC0936.The orthometric height was determined by differential leveling
 FC0936.and adjusted by the National Geodetic Survey in June 1991..
 FC0936
 FC0936.The geoid height was determined by GEOID03.
 FC0936
 FC0936.The dynamic height is computed by dividing the NAVD 88
 FC0936.geopotential number by the normal gravity value computed on the
 FC0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0936.degrees latitude (g = 980.6199 gals.).
 FC0936
 FC0936.The modeled gravity was interpolated from observed gravity values.
 FC0936
 FC0936;                    North         East    Units  Estimated Accuracy
 FC0936;SPC TN       -   136,750.      730,220.      MT  (+/- 180 meters Scaled)
 FC0936
 FC0936                          SUPERSEDED SURVEY CONTROL
 FC0936
 FC0936  NGVD 29 (??/??/92)  297.066  (m)          974.62   (f) ADJ UNCH    2 0
 FC0936
 FC0936.Superseded values are not recommended for survey control.
 FC0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0936.See file dsdata.txt to determine how the superseded data were derived.
 FC0936
 FC0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE208375(NAD 83)
 FC0936_MARKER: DZ = AZIMUTH MARK DISK
 FC0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0936_STAMPING: DOTSON 1961
 FC0936_MARK LOGO: CGS   
 FC0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0936+STABILITY: SURFACE MOTION
 FC0936
 FC0936  HISTORY     - Date     Condition        Report By
 FC0936  HISTORY     - 1961     MONUMENTED       CGS
 FC0936
 FC0936                          STATION DESCRIPTION
 FC0936
 FC0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0936'3.5 MI NW FROM NIOTA.
 FC0936'FROM THE ONLY TRAFFIC LIGHT ON U.S. HIGHWAY 11 IN NIOTA, GO WEST
 FC0936'ON A PAVED ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT AND GO 2.7
 FC0936'MILES NORTHWEST TO THE UNION MC MINN BAPTIST CHURCH ON THE RIGHT,
 FC0936'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A CROSSROAD AND THE
 FC0936'AZIMUTH.  THE AZIMUTH MARK IS 56 FT. NORTHEAST OF THE CENTER OF
 FC0936'THE CROSSROAD INTERSECTION, 25 FT. EAST OF THE CENTER OF AN
 FC0936'OILED ROAD, 25 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 3.2
 FC0936'FT. NORTHEAST OF A FENCE CORNER POST, AND 2.1 FT. EAST OF A
 FC0936'WITNESS POST AND SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0936'POST PROJECTING 2 INCHES AND IS ABOUT 4 FT. ABOVE THE LEVEL
 FC0936'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0933 ***********************************************************************
 FC0933  DESIGNATION -  DOTSON RM 1
 FC0933  PID         -  FC0933
 FC0933  STATE/COUNTY-  TN/MCMINN
 FC0933  USGS QUAD   -  NIOTA (1990)
 FC0933
 FC0933                         *CURRENT SURVEY CONTROL
 FC0933  ___________________________________________________________________
 FC0933* NAD 83(1986)-  35 33 26.     (N)    084 33 36.     (W)     SCALED    
 FC0933* NAVD 88     -       293.825  (meters)     963.99   (feet)  ADJUSTED  
 FC0933  ___________________________________________________________________
 FC0933  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0933  DYNAMIC HT  -         293.537 (meters)     963.05  (feet)  COMP
 FC0933  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 FC0933
 FC0933  VERT ORDER  -  SECOND    CLASS 0
 FC0933
 FC0933.The horizontal coordinates were scaled from a topographic map and have
 FC0933.an estimated accuracy of +/- 6 seconds.
 FC0933
 FC0933.The orthometric height was determined by differential leveling
 FC0933.and adjusted by the National Geodetic Survey in June 1991..
 FC0933
 FC0933.The geoid height was determined by GEOID03.
 FC0933
 FC0933.The dynamic height is computed by dividing the NAVD 88
 FC0933.geopotential number by the normal gravity value computed on the
 FC0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0933.degrees latitude (g = 980.6199 gals.).
 FC0933
 FC0933.The modeled gravity was interpolated from observed gravity values.
 FC0933
 FC0933;                    North         East    Units  Estimated Accuracy
 FC0933;SPC TN       -   136,750.      730,550.      MT  (+/- 180 meters Scaled)
 FC0933
 FC0933                          SUPERSEDED SURVEY CONTROL
 FC0933
 FC0933  NGVD 29 (??/??/92)  293.898  (m)          964.23   (f) ADJ UNCH    2 0
 FC0933
 FC0933.Superseded values are not recommended for survey control.
 FC0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0933.See file dsdata.txt to determine how the superseded data were derived.
 FC0933
 FC0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE211375(NAD 83)
 FC0933_MARKER: DR = REFERENCE MARK DISK
 FC0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0933_STAMPING: DOTSON NO 1 1961
 FC0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0933+STABILITY: SURFACE MOTION
 FC0933
 FC0933  HISTORY     - Date     Condition        Report By
 FC0933  HISTORY     - 1961     MONUMENTED       CGS
 FC0933
 FC0933                          STATION DESCRIPTION
 FC0933
 FC0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0933'3.7 MI NW FROM NIOTA.
 FC0933'THIS MARK IS LOCATED AT THE DOTSON 1961 STATION SITE, 81.2 FT.
 FC0933'EAST OF THE STATION MARK, 21 FT. NORTH OF THE CENTER OF A GRAVELED
 FC0933'ROAD, AND 1 FT. NORTH OF AN EAST-WEST WOVEN WORE FENCE.  THE DISK
 FC0933'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0935 ***********************************************************************
 FC0935  DESIGNATION -  DOTSON RM 2
 FC0935  PID         -  FC0935
 FC0935  STATE/COUNTY-  TN/MCMINN
 FC0935  USGS QUAD   -  NIOTA (1990)
 FC0935
 FC0935                         *CURRENT SURVEY CONTROL
 FC0935  ___________________________________________________________________
 FC0935* NAD 83(1986)-  35 33 26.     (N)    084 33 36.     (W)     SCALED    
 FC0935* NAVD 88     -       294.510  (meters)     966.24   (feet)  ADJUSTED  
 FC0935  ___________________________________________________________________
 FC0935  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0935  DYNAMIC HT  -         294.221 (meters)     965.29  (feet)  COMP
 FC0935  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 FC0935
 FC0935  VERT ORDER  -  SECOND    CLASS 0
 FC0935
 FC0935.The horizontal coordinates were scaled from a topographic map and have
 FC0935.an estimated accuracy of +/- 6 seconds.
 FC0935
 FC0935.The orthometric height was determined by differential leveling
 FC0935.and adjusted by the National Geodetic Survey in June 1991..
 FC0935
 FC0935.The geoid height was determined by GEOID03.
 FC0935
 FC0935.The dynamic height is computed by dividing the NAVD 88
 FC0935.geopotential number by the normal gravity value computed on the
 FC0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0935.degrees latitude (g = 980.6199 gals.).
 FC0935
 FC0935.The modeled gravity was interpolated from observed gravity values.
 FC0935
 FC0935;                    North         East    Units  Estimated Accuracy
 FC0935;SPC TN       -   136,750.      730,550.      MT  (+/- 180 meters Scaled)
 FC0935
 FC0935                          SUPERSEDED SURVEY CONTROL
 FC0935
 FC0935  NGVD 29 (??/??/92)  294.583  (m)          966.48   (f) ADJ UNCH    2 0
 FC0935
 FC0935.Superseded values are not recommended for survey control.
 FC0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0935.See file dsdata.txt to determine how the superseded data were derived.
 FC0935
 FC0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE211375(NAD 83)
 FC0935_MARKER: DR = REFERENCE MARK DISK
 FC0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0935_STAMPING: DOTSON NO 2 1961
 FC0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0935+STABILITY: SURFACE MOTION
 FC0935
 FC0935  HISTORY     - Date     Condition        Report By
 FC0935  HISTORY     - 1961     MONUMENTED       CGS
 FC0935
 FC0935                          STATION DESCRIPTION
 FC0935
 FC0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0935'3.7 MI NW FROM NIOTA.
 FC0935'THIS MARK IS LOCATED AT THE DOTSON 1961 STATION SITE, 78.6 FT.
 FC0935'NORTH OF THE STATION MARK, 41 FT. EAST OF THE NORTHEAST CORNER
 FC0935'OF A HOUSE, 18 FT. SOUTH OF A T-FENCE CORNER AND 1 FT. EAST OF A
 FC0935'NORTH-SOUTH WOVEN WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0935'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2569 ***********************************************************************
 GC2569  DESIGNATION -  DOTSONVILLE
 GC2569  PID         -  GC2569
 GC2569  STATE/COUNTY-  TN/MONTGOMERY
 GC2569  USGS QUAD   -  PALMYRA (1983)
 GC2569
 GC2569                         *CURRENT SURVEY CONTROL
 GC2569  ___________________________________________________________________
 GC2569* NAD 83(1995)-  36 28 34.27385(N)    087 29 11.96418(W)     ADJUSTED  
 GC2569* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 GC2569  ___________________________________________________________________
 GC2569  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 GC2569  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC2569
 GC2569  HORZ ORDER  -  SECOND
 GC2569
 GC2569.The horizontal coordinates were established by classical geodetic methods
 GC2569.and adjusted by the National Geodetic Survey in April 1999..
 GC2569
 GC2569.The orthometric height was scaled from a topographic map.
 GC2569
 GC2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2569
 GC2569.The geoid height was determined by GEOID03.
 GC2569
 GC2569;                    North         East     Units Scale Factor Converg.
 GC2569;SPC TN       -   238,765.456   466,771.662   MT  1.00001110   -0 52 13.3
 GC2569;SPC TN       -   783,349.67  1,531,400.03   sFT  1.00001110   -0 52 13.3
 GC2569;UTM  16      - 4,036,876.747   456,403.833   MT  0.99962342   -0 17 21.5
 GC2569
 GC2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2569!SPC TN       -   0.99997639  x   1.00001110  =   0.99998749
 GC2569!UTM  16      -   0.99997639  x   0.99962342  =   0.99959982
 GC2569
 GC2569|---------------------------------------------------------------------|
 GC2569| PID    Reference Object                     Distance      Geod. Az  |
 GC2569|                                                           dddmmss.s |
 GC2569| CG5681 DOTSONVILLE RM 1                     25.398 METERS 06245     |
 GC2569| GC2571 PALMYRA                             APPROX. 8.6 KM 1711028.7 |
 GC2569| CG5682 DOTSONVILLE RM 2                     27.554 METERS 30131     |
 GC2569|---------------------------------------------------------------------|
 GC2569
 GC2569                          SUPERSEDED SURVEY CONTROL
 GC2569
 GC2569  NAD 83(1995)-  36 28 34.27466(N)    087 29 11.96655(W) AD(       ) 2
 GC2569  NAD 83(1995)-  36 28 34.27726(N)    087 29 11.96897(W) AD(       ) 2
 GC2569  NAD 83(1986)-  36 28 34.28346(N)    087 29 11.96821(W) AD(       ) 2
 GC2569  NAD 27      -  36 28 34.10300(N)    087 29 11.92700(W) AD(       ) 2
 GC2569
 GC2569.Superseded values are not recommended for survey control.
 GC2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2569.See file dsdata.txt to determine how the superseded data were derived.
 GC2569
 GC2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5640436877(NAD 83)
 GC2569_MARKER: DS = TRIANGULATION STATION DISK
 GC2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2569
 GC2569  HISTORY     - Date     Condition        Report By
 GC2569  HISTORY     - 1953     MONUMENTED       CGS
 GC2569
 GC2569                          STATION DESCRIPTION
 GC2569
 GC2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2569'STATION IS LOCATED ON THE GROUNDS OF THE DOTSONVILLE SCHOOL, WHICH IS
 GC2569'ABOUT 7 MILES SOUTHWEST OF CLARKSVILLE.  IT IS 106 FEET SOUTHEAST
 GC2569'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 90 FEET EAST OF THE
 GC2569'SOUTHEAST CORNER OF THE BUILDING AND 16 FEET SOUTH OF A WHITE
 GC2569'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED DOTSONVILLE
 GC2569'1953.
 GC2569'
 GC2569'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF A TWIN OAK TREE AND 8 FEET
 GC2569'WEST OF A 10 INCH OAK TREE.
 GC2569'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DOTSONVILLE
 GC2569'NO. 1 1953.
 GC2569'
 GC2569'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF THE SOUTHEAST CORNER OF
 GC2569'THE SCHOOL BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2569'DOTSONVILLE NO. 2 1953.
 GC2569'
 GC2569'NO SUITABLE PLACE WAS AVAILABLE TO SET AN AZIMUTH MARK.
 GC2569'
 GC2569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 A AND 79,
 GC2569'WHICH IS ABOUT 2 MILES NORTHWEST OF CLARKSVILLE, GO WEST ON
 GC2569'HIGHWAY 79 FOR 2.3 MILES TO A PAVED T ROAD LEFT.  TURN LEFT AND GO
 GC2569'SOUTH ON PAVED ROAD FOR 6.6 MILES TO A FORK.  TAKE LEFT FORK AND
 GC2569'GO 0.3 MILE TO SCHOOL DRIVE ON LEFT.  TURN LEFT INTO SCHOOL DRIVE AND
 GC2569'GO 0.1 MILE TO THE BACK OF THE SCHOOL BUILDING AND THE STATION
 GC2569'AS DESCRIBED.
 GC2569'
 GC2569'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2231 ***********************************************************************
 FE2231  DESIGNATION -  DOUGLAS
 FE2231  PID         -  FE2231
 FE2231  STATE/COUNTY-  TN/HENDERSON
 FE2231  USGS QUAD   -  CLARKSBURG (1986)
 FE2231
 FE2231                         *CURRENT SURVEY CONTROL
 FE2231  ___________________________________________________________________
 FE2231* NAD 83(1995)-  35 47 40.86491(N)    088 26 58.42279(W)     ADJUSTED  
 FE2231* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 FE2231  ___________________________________________________________________
 FE2231  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FE2231  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE2231
 FE2231  HORZ ORDER  -  SECOND
 FE2231
 FE2231.The horizontal coordinates were established by classical geodetic methods
 FE2231.and adjusted by the National Geodetic Survey in April 1999..
 FE2231
 FE2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2231
 FE2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2231
 FE2231.The geoid height was determined by GEOID03.
 FE2231
 FE2231;                    North         East     Units Scale Factor Converg.
 FE2231;SPC TN       -   164,906.262   378,601.891   MT  0.99994864   -1 26 02.7
 FE2231;SPC TN       -   541,029.96  1,242,129.70   sFT  0.99994864   -1 26 02.7
 FE2231;UTM  16      - 3,962,145.630   369,012.179   MT  0.99981143   -0 50 52.6
 FE2231
 FE2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2231!SPC TN       -   0.99997532  x   0.99994864  =   0.99992396
 FE2231!UTM  16      -   0.99997532  x   0.99981143  =   0.99978676
 FE2231
 FE2231|---------------------------------------------------------------------|
 FE2231| PID    Reference Object                     Distance      Geod. Az  |
 FE2231|                                                           dddmmss.s |
 FE2231| CG3934 DOUGLAS RM 1                         45.498 METERS 09003     |
 FE2231| FE2228 NATCHEZ STATE PARK LOT WT 21        APPROX.15.9 KM 1010358.1 |
 FE2231| CG3933 DOUGLAS AZ MK                                      1020341.4 |
 FE2231| FE0158 PEAR                                APPROX. 3.2 KM 1201900.2 |
 FE2231| FE2297 MT GILEAD LOT WT 14                 APPROX. 8.1 KM 2582943.3 |
 FE2231| CG3935 DOUGLAS RM 2                         44.400 METERS 33728     |
 FE2231|---------------------------------------------------------------------|
 FE2231
 FE2231                          SUPERSEDED SURVEY CONTROL
 FE2231
 FE2231  NAD 83(1995)-  35 47 40.86806(N)    088 26 58.42949(W) AD(       ) 2
 FE2231  NAD 83(1986)-  35 47 40.87571(N)    088 26 58.42366(W) AD(       ) 2
 FE2231  NAD 27      -  35 47 40.63700(N)    088 26 58.24200(W) AD(       ) 2
 FE2231  NGVD 29 (07/19/86)  185.5    (m)          609.     (f) VERT ANG       
 FE2231
 FE2231.Superseded values are not recommended for survey control.
 FE2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2231.See file dsdata.txt to determine how the superseded data were derived.
 FE2231
 FE2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6901262146(NAD 83)
 FE2231_MARKER: DS = TRIANGULATION STATION DISK
 FE2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2231
 FE2231  HISTORY     - Date     Condition        Report By
 FE2231  HISTORY     - 1934     MONUMENTED       CGS
 FE2231  HISTORY     - 1959     GOOD             CGS
 FE2231  HISTORY     - 1972     GOOD             TVA
 FE2231  HISTORY     - 1975     GOOD             NGS
 FE2231
 FE2231                          STATION DESCRIPTION
 FE2231
 FE2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2231'ABOUT 10 MILES NORTH-NORTHWEST OF LEXINGTON. TO REACH FROM PARKERS
 FE2231'CROSSROADS ON STATE ROUTE 22, FOLLOW DIRT ROAD WEST 0.4 MILE TO
 FE2231'FORK, TURN LEFT AND CONTINUE 0.9 MILE, THEN TURN LEFT AND GO 2.8
 FE2231'MILES TO STATION SITE. STATION IS ON SUMMIT OF SMALL RISE, 0.15 MILE
 FE2231'WEST OF ROCK SPRINGS CROSSROAD, 0.15 MILE EAST OF ROCK SPRINGS
 FE2231'CHURCH, IN CENTER OF CULTIVATED FIELD, 150 FEET SOUTHWEST OF CENTER
 FE2231'OF ROAD, AND 100 FEET EAST OF WEST FENCE LINE OF FIELD. SURFACE AND
 FE2231'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2231'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FE2231'IN CONCRETE. NO. 1 IS ON EAST EDGE OF FIELD AND 249.27 FEET
 FE2231'FROM STATION.  NO. 2 IS ON TOP OF
 FE2231'BANK ON SOUTH SIDE OF ROAD AND 145.12 FEET FROM STATION.
 FE2231'AZIMUTH MARK IS 100 FEET NORTHWEST OF HOUSE, 310
 FE2231'YARDS SOUTHEAST ALONG ROAD FROM ROCK SPRINGS CROSSROAD, 20 FEET
 FE2231'NORTHEAST OF CENTER OF ROAD, AND 0.25 MILE FROM STATION.
 FE2231
 FE2231                          STATION RECOVERY (1959)
 FE2231
 FE2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2231'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 FE2231'RECOVERED AND FOUND TO BE IN GOOD CONDITION. A DISCREPANCY
 FE2231'WAS FOUND IN REFERENCE MARK NO. 1. A NEW AND COMPLETE DESCRIPTION IS
 FE2231'AS FOLLOWS.
 FE2231'
 FE2231'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF HUNTINGDON, 150 FEET
 FE2231'SOUTH OF THE CENTER OF A GRAVELED ROAD AND ON THE HIGHEST POINT
 FE2231'100 FEET EAST OF THE WEST EDGE OF A CULTIVATED FIELD. IT IS A
 FE2231'STANDARD DISK SET IN A CONCRETE POST, PROJECTS 6
 FE2231'INCHES ABOVE THE SURROUNDING SURFACE AND IS STAMPED DOUGLAS 1934.
 FE2231'
 FE2231'TO REACH THE STATION FROM PARKER CROSSROADS, WHICH IS 14 MILES SOUTH
 FE2231'OF HUNTINGDON ON STATE HIGHWAY NO. 22, GO WEST FROM PARKER
 FE2231'CROSSROADS AND PARKER STORE ON A GRAVELED ROAD FOR 0.45 MILE TO A
 FE2231'FORK, KEEP LEFT FORK AND CONTINUE WEST ON GRAVELED ROAD FOR 0.9 MILE
 FE2231'TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD, WEST, FOR 1.7 MILES TO
 FE2231'A FORK, KEEP LEFT FORK FOR 0.2 MILE TO AN ANGLING CROSSROAD,* TURN
 FE2231'RIGHT, WEST, FOR 1.5 MILES TO THE ROCK SPRINGS CHURCH ON THE RIGHT
 FE2231'AND A DIM TRACK ROAD ON THE LEFT, TURN LEFT ON THE DIM TRACK ROAD FOR
 FE2231'0.05 MILE TO THE STATION AS DESCRIBED.
 FE2231'
 FE2231'REFERENCE MARK NO. 1 IS 43 FEET SOUTH OF AN OAK TREE AND 81 FEET WEST
 FE2231'SOUTHWEST OF A POWER LINE POLE. IT IS A STANDARD DISK SET IN A
 FE2231'CONCRETE POST, PROJECTS 4 INCHES ABOVE THE SURROUNDING
 FE2231'SURFACE AND IS STAMPED DOUGLAS NO 1 1934.
 FE2231'
 FE2231'REFERENCE MARK NO. 2 IS 73 FEET SOUTH OF THE CENTER OF A GRAVELED
 FE2231'ROAD AND 54 FEET EAST OF THE CENTER OF A DIM TRACK ROAD. IT IS A
 FE2231'STANDARD DISK SET IN A CONCRETE POST, PROJECTS 10 INCHES
 FE2231'ABOVE THE SURROUNDING SURFACE AND IS STAMPED DOUGLAS NO 2 1934.
 FE2231'
 FE2231'THE AZIMUTH MARK IS 105 FEET NORTHWEST OF A HOUSE, 20 FEET NORTHEAST
 FE2231'OF THE CENTER OF A GRAVELED ROAD AND 1.9 FEET SOUTHWEST OF A
 FE2231'WITNESS POST. IT IS A STANDARD REFERENCE MARK DISK SET IN A CONCRETE
 FE2231'POST, PROJECTS 12 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 FE2231'STAMPED DOUGLAS 1934 AZI.
 FE2231'
 FE2231'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, TURN LEFT, EAST, AND
 FE2231'GO 0.2 MILE ON A GRAVELED ROAD TO THE AZIMUTH MARK ON THE LEFT AS
 FE2231'DESCRIBED.
 FE2231
 FE2231                          STATION RECOVERY (1972)
 FE2231
 FE2231'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2231'CONDITION OF POINT WHEN FOUND GOOD.
 FE2231'
 FE2231'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOUGLAS 1934.
 FE2231'
 FE2231'ORIGINAL DESCRIPTION IS GOOD.
 FE2231'
 FE2231'TVA POST AND SIGN SET.
 FE2231'
 FE2231'DOUGLAS RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2231'
 FE2231'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOUGLAS NO. 1
 FE2231'1934.
 FE2231'
 FE2231'STATION IS NOT 149.27 FROM RM 1 AS ON BULLETIN.  PROBABLY SHOULD BE
 FE2231'249.27 (MEASURED 249.4 ROUGH CHAINING WITH CLOTH TAPE).
 FE2231'
 FE2231'ADD TO DESCRIPTION--
 FE2231'58.1 SOUTH OF AN 8 INCH RED OAK.
 FE2231'17.3 S 80 W OF A 5 INCH SWEETGUM.
 FE2231'80.5 S 55 W OF POWERPOLE.
 FE2231'
 FE2231'DOUGLAS RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2231'
 FE2231'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOUGLAS NO. 2
 FE2231'1934.
 FE2231'
 FE2231'ORIGINAL DESCRIPTION IS GOOD.
 FE2231'
 FE2231'DOUGLAS AZ MK-CONDITION OF POINT WHEN FOUND DESTROYED.
 FE2231'
 FE2231'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT DOUGLAS AZI
 FE2231'1934.
 FE2231'
 FE2231'DESTROYED.
 FE2231'
 FE2231'LAYING IN DITCH.
 FE2231'
 FE2231'DISTANCE AND DIRECTION FROM NEAREST TOWN 8.5 MILES SW CLARKSBURG.
 FE2231
 FE2231                          STATION RECOVERY (1975)
 FE2231
 FE2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FE2231'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FE2231'AZIMUTH MARK WAS REPORTED AS BEING DESTROYED IN 1972.  THE
 FE2231'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 FE2231'
 FE2231'THE STATION MARK IS 90 FEET SOUTH OF A 20 INCH OAK TREE, 90 FEET
 FE2231'EAST OF A FENCE AND A 10 INCH PINE TREE AND 1 FOOT EAST OF A METAL
 FE2231'WITNESS POST.
 FE2231'
 FE2231'REFERENCE MARK 1 IS 58 FEET SOUTH OF A RED OAK TREE, 17 FEET
 FE2231'WEST OF A 5 INCH SWEET GUM TREE AND AT THE EAST EDGE OF A PASTURE.
 FE2231'
 FE2231'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 249.27 FEET FROM
 FE2231'THE STATION RATHER THAN 149.27 AS MENTIONED IN THE 1934 DESCRIPTION
 FE2231'AND THE 1959 RECOVERY NOTE.  THIS SHOULD BE CHANGED ON ALL
 FE2231'RECORDS.
 FE2231'
 FE2231'THE MILEAGE FROM THE ANGLING CROSSROAD SHOULD BE 0.15 MILE TO THE
 FE2231'CHURCH INSTEAD OF 1.5 MILES.
 FE2231'
 FE2231'THE STATION WAS NOT OCCUPIED AT THIS TIME DUE TO RAIN AND
 FE2231'UNDERGROWTH IN THE PASTURE.
 FE2231'
 FE2231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 FE2231'NORTHWEST OF LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2626 ***********************************************************************
 FB2626  DESIGNATION -  DOUGLAS DAM WATER TANK
 FB2626  PID         -  FB2626
 FB2626  STATE/COUNTY-  TN/SEVIER
 FB2626  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2626
 FB2626                         *CURRENT SURVEY CONTROL
 FB2626  ___________________________________________________________________
 FB2626* NAD 83(1995)-  35 57 59.15391(N)    083 32 30.17259(W)     ADJUSTED  
 FB2626* NAVD 88     -                                                        
 FB2626  ___________________________________________________________________
 FB2626  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FB2626  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB2626
 FB2626  HORZ ORDER  -  THIRD
 FB2626
 FB2626.The horizontal coordinates were established by classical geodetic methods
 FB2626.and adjusted by the National Geodetic Survey in April 1999..
 FB2626
 FB2626
 FB2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2626
 FB2626.The geoid height was determined by GEOID03.
 FB2626
 FB2626;                    North         East     Units Scale Factor Converg.
 FB2626;SPC TN       -   183,975.540   821,707.804   MT  0.99995106   +1 26 21.0
 FB2626;SPC TN       -   603,593.08  2,695,886.35   sFT  0.99995106   +1 26 21.0
 FB2626;UTM  17      - 3,983,212.149   270,800.747   MT  1.00024735   -1 29 36.3
 FB2626
 FB2626                          SUPERSEDED SURVEY CONTROL
 FB2626
 FB2626  NAD 83(1995)-  35 57 59.16084(N)    083 32 30.17438(W) AD(       ) 4
 FB2626  NAD 83(1986)-  35 57 59.16575(N)    083 32 30.17372(W) AD(       ) 4
 FB2626  NAD 27      -  35 57 58.84800(N)    083 32 30.56900(W) AD(       ) 3
 FB2626
 FB2626.Superseded values are not recommended for survey control.
 FB2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2626.See file dsdata.txt to determine how the superseded data were derived.
 FB2626
 FB2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7080183212(NAD 83)
 FB2626_MARKER: 53 = ELEVATED TANK
 FB2626
 FB2626  HISTORY     - Date     Condition        Report By
 FB2626  HISTORY     - 1961     FIRST OBSERVED   CGS
 FB2626
 FB2626                          STATION DESCRIPTION
 FB2626
 FB2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2626'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF DANDRIDGE, 3 MILES
 FB2626'EAST OF KODAK AND 0.25 MILE NORTH OF THE NORTH END OF THE DOUGLAS
 FB2626'DAM.
 FB2626'
 FB2626'THE STATION IS A 4-LEGGED STEEL STRUCTURE, SILVER IN COLOR AND THE
 FB2626'OVER-ALL HEIGHT IS ABOUT 110 FEET. THE POINT INTERSECTED WAS
 FB2626'THE VERTEX BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2573 ***********************************************************************
 FE2573  DESIGNATION -  DOUGLASS
 FE2573  PID         -  FE2573
 FE2573  STATE/COUNTY-  TN/SHELBY
 FE2573  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2573
 FE2573                         *CURRENT SURVEY CONTROL
 FE2573  ___________________________________________________________________
 FE2573* NAD 83(1995)-  35 10 34.57753(N)    089 57 00.04495(W)     ADJUSTED  
 FE2573* NAVD 88     -        74.6    (meters)     245.     (feet)  VERTCON   
 FE2573  ___________________________________________________________________
 FE2573  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FE2573  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE2573
 FE2573  HORZ ORDER  -  SECOND
 FE2573
 FE2573.The horizontal coordinates were established by classical geodetic methods
 FE2573.and adjusted by the National Geodetic Survey in April 1999..
 FE2573
 FE2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2573
 FE2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2573
 FE2573.The geoid height was determined by GEOID03.
 FE2573
 FE2573;                    North         East     Units Scale Factor Converg.
 FE2573;SPC TN       -   100,785.007   240,278.290   MT  1.00001383   -2 18 45.0
 FE2573;SPC TN       -   330,658.81    788,313.02   sFT  1.00001383   -2 18 45.0
 FE2573;UTM  16      - 3,896,577.639   231,344.807   MT  1.00048960   -1 42 01.8
 FE2573;UTM  15      - 3,896,852.613   777,762.701   MT  1.00055095   +1 45 29.5
 FE2573
 FE2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2573!SPC TN       -   0.99999257  x   1.00001383  =   1.00000640
 FE2573!UTM  16      -   0.99999257  x   1.00048960  =   1.00048217
 FE2573!UTM  15      -   0.99999257  x   1.00055095  =   1.00054352
 FE2573
 FE2573|---------------------------------------------------------------------|
 FE2573| PID    Reference Object                     Distance      Geod. Az  |
 FE2573|                                                           dddmmss.s |
 FE2573| CG3937 DOUGLASS RM 1                        29.040 METERS 00853     |
 FE2573| CG3936 DOUGLASS AZ MK                                     2543216.4 |
 FE2573| CG3938 DOUGLASS RM 2                        28.615 METERS 28054     |
 FE2573|---------------------------------------------------------------------|
 FE2573
 FE2573                          SUPERSEDED SURVEY CONTROL
 FE2573
 FE2573  NAD 83(1995)-  35 10 34.58038(N)    089 57 00.04419(W) AD(       ) 2
 FE2573  NAD 83(1995)-  35 10 34.58305(N)    089 57 00.04449(W) AD(       ) 2
 FE2573  NAD 83(1986)-  35 10 34.58812(N)    089 57 00.04586(W) AD(       ) 2
 FE2573  NAD 27      -  35 10 34.26880(N)    089 56 59.72670(W) AD(       ) 2
 FE2573  NGVD 29 (07/19/86)   74.6    (m)          245.     (f) VERT ANG       
 FE2573
 FE2573.Superseded values are not recommended for survey control.
 FE2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2573.See file dsdata.txt to determine how the superseded data were derived.
 FE2573
 FE2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3134596578(NAD 83)
 FE2573_MARKER: DS = TRIANGULATION STATION DISK
 FE2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2573
 FE2573  HISTORY     - Date     Condition        Report By
 FE2573  HISTORY     - 1957     MONUMENTED       CGS
 FE2573  HISTORY     - 1959     GOOD             CGS
 FE2573  HISTORY     - 19941111 MARK NOT FOUND   TN1620
 FE2573
 FE2573                          STATION DESCRIPTION
 FE2573
 FE2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2573'THE STATION IS LOCATED IN THE NORTH SECTION OF MEMPHIS IN THE
 FE2573'SOUTHEAST CORNER OF DOUGLASS PARK.  IT IS 75 FEET SOUTHWEST
 FE2573'OF THE PARK ENTRANCE GATE, 78 FEET SOUTH OF THE CENTERLINE OF THE
 FE2573'GRAVELED PARK DRIVEWAY, 51 FEET WEST OF THE CENTERLINE OF HOLMES
 FE2573'ROAD AND 26 FEET NORTH OF A TALL WOVEN WIRE FENCE.  THE MONUMENT IS
 FE2573'FLUSH AND THE DISK IS STAMPED DOUGLASS 1957.
 FE2573'
 FE2573'REFERENCE MARK 1 IS 10 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 FE2573'AND 5 FEET WEST OF A RED COLORED BRICK GATE POST.  THE MONUMENT IS
 FE2573'FLUSH AND THE DISK IS STAMPED DOUGLASS NO 1 1957.
 FE2573'
 FE2573'REFERENCE MARK 2 IS 40 FEET NORTH OF THE WIRE FENCE, 25 FEET SOUTH OF
 FE2573'THE DRIVEWAY AND 14 FEET EAST OF A 24 INCH OAK TREE.  THE
 FE2573'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DOUGLASS NO 2 1957.
 FE2573'
 FE2573'THE AZIMUTH MARK IS SET 3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 FE2573'THE SCIENCE ROOM WHICH IS ON THE NORTH SIDE OF THE DOUGLASS HIGH
 FE2573'SCHOOL.  IT IS 16 FEET NORTH OF THE MOST WESTERLY ENTRANCE TO THE
 FE2573'SCHOOL AND 13 FEET NORTH OF A SIDEWALK.  THE MARK IS FLUSH AND THE
 FE2573'DISK IS STAMPED DOUGLASS 1957.
 FE2573'
 FE2573'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2573
 FE2573                          STATION RECOVERY (1959)
 FE2573
 FE2573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2573'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2573'GOOD CONDITION.  THE DESCRIPTION IS COMPLETELY ADEQUATE.
 FE2573
 FE2573                          STATION RECOVERY (1994)
 FE2573
 FE2573'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FE2573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1107 ***********************************************************************
 FE1107  DESIGNATION -  DOUGLASS 2
 FE1107  PID         -  FE1107
 FE1107  STATE/COUNTY-  TN/HAYWOOD
 FE1107  USGS QUAD   -  DANCYVILLE (1981)
 FE1107
 FE1107                         *CURRENT SURVEY CONTROL
 FE1107  ___________________________________________________________________
 FE1107* NAD 83(1995)-  35 26 02.95638(N)    089 19 59.91136(W)     ADJUSTED  
 FE1107* NAVD 88     -       111.26   (+/-2cm)     365.0    (feet)  VERTCON   
 FE1107  ___________________________________________________________________
 FE1107  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 FE1107  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1107
 FE1107  HORZ ORDER  -  SECOND
 FE1107  VERT ORDER  -  THIRD (See Below)
 FE1107
 FE1107.The horizontal coordinates were established by classical geodetic methods
 FE1107.and adjusted by the National Geodetic Survey in April 1999..
 FE1107
 FE1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1107.The vertical order pertains to the NGVD 29 superseded value.
 FE1107
 FE1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1107
 FE1107.The geoid height was determined by GEOID03.
 FE1107
 FE1107;                    North         East     Units Scale Factor Converg.
 FE1107;SPC TN       -   127,289.429   297,391.126   MT  0.99997261   -1 57 05.2
 FE1107;SPC TN       -   417,615.40    975,690.72   sFT  0.99997261   -1 57 05.2
 FE1107;UTM  16      - 3,923,692.115   288,193.094   MT  1.00015289   -1 21 11.8
 FE1107
 FE1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1107!SPC TN       -   0.99998688  x   0.99997261  =   0.99995949
 FE1107!UTM  16      -   0.99998688  x   1.00015289  =   1.00013977
 FE1107
 FE1107|---------------------------------------------------------------------|
 FE1107| PID    Reference Object                     Distance      Geod. Az  |
 FE1107|                                                           dddmmss.s |
 FE1107| FE1105 DOUGLASS 2 RM 3                      22.046 METERS 06838     |
 FE1107| FE1108 DOUGLASS 2 RM 4                      26.487 METERS 13613     |
 FE1107| FE1111 DOUGLASS 2 AZ MK                                   3263330.2 |
 FE1107| FE1110 DOUGLASS AZ MK RESET                APPROX. 0.8 KM 3283413.7 |
 FE1107| FE1106 DOUGLASS                             28.822 METERS 32835     |
 FE1107|---------------------------------------------------------------------|
 FE1107
 FE1107                          SUPERSEDED SURVEY CONTROL
 FE1107
 FE1107  NAD 83(1995)-  35 26 02.96212(N)    089 19 59.91306(W) AD(       ) 2
 FE1107  NAD 83(1986)-  35 26 02.96817(N)    089 19 59.91196(W) AD(       ) 2
 FE1107  NAD 27      -  35 26 02.67460(N)    089 19 59.65860(W) AD(       ) 2
 FE1107  NGVD 29 (??/??/??)  111.26   (m)          365.0    (f) RESET       3  
 FE1107
 FE1107.Superseded values are not recommended for survey control.
 FE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1107.See file dsdata.txt to determine how the superseded data were derived.
 FE1107
 FE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8819323692(NAD 83)
 FE1107_MARKER: DS = TRIANGULATION STATION DISK
 FE1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1107_STAMPING: DOUGLASS 2 1961
 FE1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1107+STABILITY: SURFACE MOTION
 FE1107
 FE1107  HISTORY     - Date     Condition        Report By
 FE1107  HISTORY     - 1961     MONUMENTED       TNHD
 FE1107  HISTORY     - 1961     GOOD             TNHD
 FE1107
 FE1107                          STATION DESCRIPTION
 FE1107
 FE1107'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 FE1107'THE STATION IS LOCATED, AIRLINE, ABOUT 12 MILES SOUTH-SOUTHWEST OF
 FE1107'BROWNSVILLE, ABOUT 4-1/2 MILES SOUTHEAST OF STANTON, AND ABOUT 3
 FE1107'MILES NORTHWEST OF DANCYVILLE, ON THE SOUTHWEST SIDE OF A PAVED ROAD.
 FE1107'
 FE1107'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STANTON, CROSS THE
 FE1107'RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR 3.65
 FE1107'MILES, TURN RIGHT AT THE T-ROAD AND GO SOUTH ON THE PAVED ROAD FOR 1
 FE1107'MILE TO THE STATION ON THE SOUTHWEST SIDE OF THE ROAD.
 FE1107'
 FE1107'THE STATION IS A STANDARD DISK STAMPED DOUGLASS 2 1961 SET IN THE TOP
 FE1107'OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. IT IS 36 FEET WEST OF
 FE1107'THE APPROXIMATE CENTER OF THE PAVED ROAD, 3.6 FEET SOUTH OF A WITNESS
 FE1107'POST, AND 1 FOOT SOUTH OF A FENCE.
 FE1107'
 FE1107'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DOUGLASS 2 NO. 3 1961
 FE1107'SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FE1107'IT IS 34 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 30
 FE1107'FEET SOUTHWEST OF A POWER POLE, AND 2 FEET WEST OF A FENCE LINE.
 FE1107'
 FE1107'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED DOUGLASS 2 NO. 4 1961
 FE1107'SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FE1107'IT IS 29 FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 2
 FE1107'FEET WEST OF A FENCE LINE, AND 2 FEET NORTHEAST OF A POWER POLE.
 FE1107'
 FE1107'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOUGLASS 2 1961 SET IN
 FE1107'THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. IT IS
 FE1107'27 FEET NORTHWEST OF A POWER POLE, 2.5 FEET EAST OF A WITNESS POST,
 FE1107'AND 2 FEET SOUTH OF A FENCE LINE.
 FE1107'
 FE1107'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE PAVED ROAD
 FE1107'FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, WEST AND GO
 FE1107'APPROXIMATELY 200 FEET TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE1107'
 FE1107'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION DOUGLASS
 FE1107'1958 (NOW DESTROYED) AND DOUGLASS 2 1961 IS 94.56 FEET-28.821
 FE1107'METERS.
 FE1107
 FE1107                          STATION RECOVERY (1961)
 FE1107
 FE1107'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE1107'4.6 MI ESE FROM STANTON.
 FE1107'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STANTON, CROSS
 FE1107'THE RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD
 FE1107'FOR 3.65 MILES, TURN RIGHT AT THE T ROAD AND GO SOUTH ON THE
 FE1107'PAVED ROAD FOR 1 MILE TO THE STATION ON THE SOUTHWEST SIDE OF THE
 FE1107'ROAD.  IT IS 36 FEET WEST OF THE CENTER OF THE PAVED ROAD, 3.6
 FE1107'FEET SOUTH OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE, AND SET
 FE1107'IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1111 ***********************************************************************
 FE1111  DESIGNATION -  DOUGLASS 2 AZ MK
 FE1111  PID         -  FE1111
 FE1111  STATE/COUNTY-  TN/HAYWOOD
 FE1111  USGS QUAD   -  DANCYVILLE (1981)
 FE1111
 FE1111                         *CURRENT SURVEY CONTROL
 FE1111  ___________________________________________________________________
 FE1111* NAD 83(1986)-  35 26 25.     (N)    089 20 18.     (W)     SCALED    
 FE1111* NAVD 88     -       100.67   (+/-2cm)     330.3    (feet)  VERTCON   
 FE1111  ___________________________________________________________________
 FE1111  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1111
 FE1111  VERT ORDER  -  THIRD (See Below)
 FE1111
 FE1111.The horizontal coordinates were scaled from a topographic map and have
 FE1111.an estimated accuracy of +/- 6 seconds.
 FE1111
 FE1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1111.The vertical order pertains to the NGVD 29 superseded value.
 FE1111
 FE1111.The geoid height was determined by GEOID03.
 FE1111
 FE1111;                    North         East    Units  Estimated Accuracy
 FE1111;SPC TN       -   127,980.      296,960.      MT  (+/- 180 meters Scaled)
 FE1111
 FE1111                          SUPERSEDED SURVEY CONTROL
 FE1111
 FE1111  NGVD 29 (??/??/??)  100.67   (m)          330.3    (f) RESET       3  
 FE1111
 FE1111.Superseded values are not recommended for survey control.
 FE1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1111.See file dsdata.txt to determine how the superseded data were derived.
 FE1111
 FE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE877243(NAD 83)
 FE1111_MARKER: DZ = AZIMUTH MARK DISK
 FE1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1111_STAMPING: DOUGLASS 2 AZIMUTH 1961
 FE1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1111+STABILITY: SURFACE MOTION
 FE1111
 FE1111  HISTORY     - Date     Condition        Report By
 FE1111  HISTORY     - 1961     MONUMENTED       TNHD
 FE1111  HISTORY     - 1961     GOOD             TNHD
 FE1111
 FE1111                          STATION DESCRIPTION
 FE1111
 FE1111'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1111'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT IN STANTON, CROSS
 FE1111'THE RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR 3.65
 FE1111'MILES, TURN RIGHT AT THE T-ROAD AND GO SOUTH ON THE PAVED ROAD FOR 1
 FE1111'MILE TO DOUGLAS 2 ON THE SOUTHWEST SIDE OF THE ROAD.  TO REACH THE
 FE1111'AZIMUTH MARK FROM DOUGLAS 2 GO NORTH ON THE PAVED ROAD
 FE1111'FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, WEST AND GO
 FE1111'APPROXIMATELY 200 FEET TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE1111'
 FE1111'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOUGLASS 2 1961 SET IN
 FE1111'THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. IT IS
 FE1111'27 FEET NORTHWEST OF A POWER POLE, 2.5 FEET EAST OF A WITNESS POST,
 FE1111'AND 2 FEET SOUTH OF A FENCE LINE.
 FE1111
 FE1111                          STATION RECOVERY (1961)
 FE1111
 FE1111'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE1111'3.7 MI ESE FROM STANTON.
 FE1111'TO REACH THE AZIMUTH FROM THE RAILROAD DEPOT IN STANTON, CROSS
 FE1111'THE RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR
 FE1111'3.65 MILES, TURN RIGHT AT THE T ROAD AND GO SOUTH ON THE PAVED
 FE1111'ROAD FOR 0.6 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 FE1111'GO APPROXIMATELY 200 FEET TO THE AZIMUTH MARK ON THE RIGHT
 FE1111'AS DESCRIBED.  IT IS 27 FEET NORTHWEST OF A POWER POLE, 2.5
 FE1111'FEET EAST OF A WITNESS POST, 2 FEET SOUTH OF A FENCE LINE, AND
 FE1111'SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1105 ***********************************************************************
 FE1105  DESIGNATION -  DOUGLASS 2 RM 3
 FE1105  PID         -  FE1105
 FE1105  STATE/COUNTY-  TN/HAYWOOD
 FE1105  USGS QUAD   -  DANCYVILLE (1981)
 FE1105
 FE1105                         *CURRENT SURVEY CONTROL
 FE1105  ___________________________________________________________________
 FE1105* NAD 83(1986)-  35 26 02.     (N)    089 20 00.     (W)     SCALED    
 FE1105* NAVD 88     -       112.03   (+/-2cm)     367.6    (feet)  VERTCON   
 FE1105  ___________________________________________________________________
 FE1105  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1105
 FE1105  VERT ORDER  -  THIRD (See Below)
 FE1105
 FE1105.The horizontal coordinates were scaled from a topographic map and have
 FE1105.an estimated accuracy of +/- 6 seconds.
 FE1105
 FE1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1105.The vertical order pertains to the NGVD 29 superseded value.
 FE1105
 FE1105.The geoid height was determined by GEOID03.
 FE1105
 FE1105;                    North         East    Units  Estimated Accuracy
 FE1105;SPC TN       -   127,260.      297,390.      MT  (+/- 180 meters Scaled)
 FE1105
 FE1105                          SUPERSEDED SURVEY CONTROL
 FE1105
 FE1105  NGVD 29 (??/??/??)  112.03   (m)          367.6    (f) RESET       3  
 FE1105
 FE1105.Superseded values are not recommended for survey control.
 FE1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1105.See file dsdata.txt to determine how the superseded data were derived.
 FE1105
 FE1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE881236(NAD 83)
 FE1105_MARKER: DR = REFERENCE MARK DISK
 FE1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1105_STAMPING: DOUGLASS 2 RM NO 3 1961
 FE1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1105+STABILITY: SURFACE MOTION
 FE1105
 FE1105  HISTORY     - Date     Condition        Report By
 FE1105  HISTORY     - 1961     MONUMENTED       TNHD
 FE1105
 FE1105                          STATION DESCRIPTION
 FE1105
 FE1105'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1105'4.6 MI ESE FROM STANTON.
 FE1105'THIS MARK IS LOCATED AT THE DOUGLASS 2 1961 STATION SITE, 34
 FE1105'FEET EAST OF THE CENTER OF THE PAVED ROAD, 30 FEET SOUTHWEST
 FE1105'OF A POWER POLE, 2 FEET WEST OF A FENCE LINE, AND SET IN THE
 FE1105'TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1108 ***********************************************************************
 FE1108  DESIGNATION -  DOUGLASS 2 RM 4
 FE1108  PID         -  FE1108
 FE1108  STATE/COUNTY-  TN/HAYWOOD
 FE1108  USGS QUAD   -  DANCYVILLE (1981)
 FE1108
 FE1108                         *CURRENT SURVEY CONTROL
 FE1108  ___________________________________________________________________
 FE1108* NAD 83(1986)-  35 26 02.     (N)    089 20 00.     (W)     SCALED    
 FE1108* NAVD 88     -       110.69   (+/-2cm)     363.2    (feet)  VERTCON   
 FE1108  ___________________________________________________________________
 FE1108  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1108
 FE1108  VERT ORDER  -  THIRD (See Below)
 FE1108
 FE1108.The horizontal coordinates were scaled from a topographic map and have
 FE1108.an estimated accuracy of +/- 6 seconds.
 FE1108
 FE1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1108.The vertical order pertains to the NGVD 29 superseded value.
 FE1108
 FE1108.The geoid height was determined by GEOID03.
 FE1108
 FE1108;                    North         East    Units  Estimated Accuracy
 FE1108;SPC TN       -   127,260.      297,390.      MT  (+/- 180 meters Scaled)
 FE1108
 FE1108                          SUPERSEDED SURVEY CONTROL
 FE1108
 FE1108  NGVD 29 (??/??/??)  110.68   (m)          363.1    (f) RESET       3  
 FE1108
 FE1108.Superseded values are not recommended for survey control.
 FE1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1108.See file dsdata.txt to determine how the superseded data were derived.
 FE1108
 FE1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE881236(NAD 83)
 FE1108_MARKER: DR = REFERENCE MARK DISK
 FE1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1108_STAMPING: DOUGLASS 2 RM NO 4
 FE1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1108+STABILITY: SURFACE MOTION
 FE1108
 FE1108  HISTORY     - Date     Condition        Report By
 FE1108  HISTORY     - 1961     MONUMENTED       TNHD
 FE1108  HISTORY     - 1961     GOOD             CGS
 FE1108
 FE1108                          STATION DESCRIPTION
 FE1108
 FE1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE1108'4.6 MI ESE FROM STANTON.
 FE1108'THIS MARK IS LOCATED AT THE DOUGLASS 2 1961 STATION SITE.  IT
 FE1108'IS 29 FEET WEST OF THE CENTER OF THE PAVED ROAD, 2 FEET WEST
 FE1108'OF A FENCE LINE, 2 FEET NORTHEAST OF A POWER POLE, AND SET IN THE
 FE1108'TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1109 ***********************************************************************
 FE1109  DESIGNATION -  DOUGLASS AZ MK
 FE1109  PID         -  FE1109
 FE1109  STATE/COUNTY-  TN/HAYWOOD
 FE1109  USGS QUAD   -  DANCYVILLE (1981)
 FE1109
 FE1109                         *CURRENT SURVEY CONTROL
 FE1109  ___________________________________________________________________
 FE1109* NAD 83(1995)-  35 26 23.46031(N)    089 20 15.22274(W)     ADJUSTED  
 FE1109* NAVD 88     -       101.167  (meters)     331.91   (feet)  ADJUSTED  
 FE1109  ___________________________________________________________________
 FE1109  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 FE1109  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1109  DYNAMIC HT  -         101.077 (meters)     331.62  (feet)  COMP
 FE1109  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 FE1109
 FE1109  HORZ ORDER  -  SECOND
 FE1109  VERT ORDER  -  SECOND    CLASS 0
 FE1109
 FE1109.The horizontal coordinates were established by classical geodetic methods
 FE1109.and adjusted by the National Geodetic Survey in April 1999..
 FE1109
 FE1109.The orthometric height was determined by differential leveling
 FE1109.and adjusted by the National Geodetic Survey in June 1991..
 FE1109
 FE1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1109
 FE1109.The geoid height was determined by GEOID03.
 FE1109
 FE1109.The dynamic height is computed by dividing the NAVD 88
 FE1109.geopotential number by the normal gravity value computed on the
 FE1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1109.degrees latitude (g = 980.6199 gals.).
 FE1109
 FE1109.The modeled gravity was interpolated from observed gravity values.
 FE1109
 FE1109;                    North         East     Units Scale Factor Converg.
 FE1109;SPC TN       -   127,934.115   297,026.704   MT  0.99997193   -1 57 14.2
 FE1109;SPC TN       -   419,730.51    974,495.11   sFT  0.99997193   -1 57 14.2
 FE1109;UTM  16      - 3,924,333.078   287,821.895   MT  1.00015482   -1 21 21.4
 FE1109
 FE1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1109!SPC TN       -   0.99998847  x   0.99997193  =   0.99996040
 FE1109!UTM  16      -   0.99998847  x   1.00015482  =   1.00014329
 FE1109
 FE1109:                Primary Azimuth Mark                     Grid Az
 FE1109:SPC TN       -  DOUGLASS                                 150 31 17.3
 FE1109:UTM  16      -  DOUGLASS                                 149 55 24.5
 FE1109
 FE1109|---------------------------------------------------------------------|
 FE1109| PID    Reference Object                     Distance      Geod. Az  |
 FE1109|                                                           dddmmss.s |
 FE1109| FE1106 DOUGLASS                            APPROX. 0.7 KM 1483403.1 |
 FE1109| FE1110 DOUGLASS AZ MK RESET                 83.079 METERS 32834     |
 FE1109|---------------------------------------------------------------------|
 FE1109
 FE1109                          SUPERSEDED SURVEY CONTROL
 FE1109
 FE1109  NAD 83(1995)-  35 26 23.46611(N)    089 20 15.22449(W) AD(       ) 2
 FE1109  NAD 83(1986)-  35 26 23.47215(N)    089 20 15.22337(W) AD(       ) 2
 FE1109  NAD 27      -  35 26 23.17930(N)    089 20 14.96990(W) AD(       ) 2
 FE1109  NGVD 29 (??/??/??)  101.166  (m)          331.91   (f) ADJUSTED    2 0
 FE1109
 FE1109.Superseded values are not recommended for survey control.
 FE1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1109.See file dsdata.txt to determine how the superseded data were derived.
 FE1109
 FE1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8782224333(NAD 83)
 FE1109_MARKER: DZ = AZIMUTH MARK DISK
 FE1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1109_STAMPING: DOUGLASS 1958
 FE1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1109+STABILITY: SURFACE MOTION
 FE1109
 FE1109  HISTORY     - Date     Condition        Report By
 FE1109  HISTORY     - 1958     MONUMENTED       CGS
 FE1109  HISTORY     - 1959     GOOD             CGS
 FE1109
 FE1109                          STATION DESCRIPTION
 FE1109
 FE1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1109'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOUGLASS 1958 SET IN TOP
 FE1109'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 FE1109'INCHES ABOVE THE GROUND. IT IS 37 FEET SOUTHWEST OF THE CENTER OF A
 FE1109'PAVED ROAD, 20 FEET SOUTHWEST OF A FENCE CORNER, AND 20 FEET
 FE1109'NORTHWEST OF A POWER LINE POLE.
 FE1109'
 FE1109'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT IN STANTON, CROSS
 FE1109'THE RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR 3.65
 FE1109'MILES, TURN RIGHT AT THE T-ROAD AND GO SOUTH ON THE PAVED ROAD FOR
 FE1109'0.5 MILE TO A T-FENCE CORNER ON THE RIGHT, SOUTHWEST SIDE OF THE
 FE1109'ROAD AND THE AZIMUTH MARK.
 FE1109
 FE1109                          STATION RECOVERY (1959)
 FE1109
 FE1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1109'4.2 MI ESE FROM STANTON.
 FE1109'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1109'RR CROSSING AT STANTON, THENCE 0.55 MILES SOUTH-SOUTHEAST
 FE1109'ALONG A PAVED ROAD, 47 FT. SOUTH OF A LARGE OAK TREE, 42 FT.
 FE1109'WEST OF THE CENTER LINE OF A PAVED ROAD, 21.5 FT. NORTH
 FE1109'OF A POWER LINE POLE, 20 FT. NORTHEAST OF A FENCE CORNER
 FE1109'POST, 3 FT. SOUTH OF A FENCE, A C AND GS AZIMUTH DISK SET IN
 FE1109'TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND, ABOUT 1 FT.
 FE1109'ABOVE THE LEVEL OF THE ROAD.  THIS MARK IS 0.45 MILE WEST, AND
 FE1109'0.55 MILE SOUTH FROM B.M. S 213.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1110 ***********************************************************************
 FE1110  DESIGNATION -  DOUGLASS AZ MK RESET
 FE1110  PID         -  FE1110
 FE1110  STATE/COUNTY-  TN/HAYWOOD
 FE1110  USGS QUAD   -  DANCYVILLE (1981)
 FE1110
 FE1110                         *CURRENT SURVEY CONTROL
 FE1110  ___________________________________________________________________
 FE1110* NAD 83(1995)-  35 26 25.76047(N)    089 20 16.94049(W)     ADJUSTED  
 FE1110* NAVD 88     -       100.83   (+/-2cm)     330.8    (feet)  VERTCON   
 FE1110  ___________________________________________________________________
 FE1110  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FE1110  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1110
 FE1110  HORZ ORDER  -  SECOND
 FE1110  VERT ORDER  -  THIRD (See Below)
 FE1110
 FE1110.The horizontal coordinates were established by classical geodetic methods
 FE1110.and adjusted by the National Geodetic Survey in April 1999..
 FE1110
 FE1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1110.The vertical order pertains to the NGVD 29 superseded value.
 FE1110
 FE1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1110
 FE1110.The geoid height was determined by GEOID03.
 FE1110
 FE1110;                    North         East     Units Scale Factor Converg.
 FE1110;SPC TN       -   128,006.437   296,985.824   MT  0.99997185   -1 57 15.2
 FE1110;SPC TN       -   419,967.79    974,360.99   sFT  0.99997185   -1 57 15.2
 FE1110;UTM  16      - 3,924,404.983   287,780.255   MT  1.00015504   -1 21 22.4
 FE1110
 FE1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1110!SPC TN       -   0.99998852  x   0.99997185  =   0.99996037
 FE1110!UTM  16      -   0.99998852  x   1.00015504  =   1.00014356
 FE1110
 FE1110:                Primary Azimuth Mark                     Grid Az
 FE1110:SPC TN       -  DOUGLASS 2                               150 31 19.0
 FE1110:UTM  16      -  DOUGLASS 2                               149 55 26.2
 FE1110
 FE1110|---------------------------------------------------------------------|
 FE1110| PID    Reference Object                     Distance      Geod. Az  |
 FE1110|                                                           dddmmss.s |
 FE1110| FE1107 DOUGLASS 2                          APPROX. 0.8 KM 1483403.8 |
 FE1110| FE1111 DOUGLASS 2 AZ MK                                   2294330.4 |
 FE1110|---------------------------------------------------------------------|
 FE1110
 FE1110                          SUPERSEDED SURVEY CONTROL
 FE1110
 FE1110  NAD 83(1995)-  35 26 25.76626(N)    089 20 16.94224(W) AD(       ) 2
 FE1110  NAD 83(1986)-  35 26 25.77231(N)    089 20 16.94112(W) AD(       ) 2
 FE1110  NAD 27      -  35 26 25.47930(N)    089 20 16.68760(W) AD(       ) 2
 FE1110  NGVD 29 (??/??/??)  100.83   (m)          330.8    (f) RESET       3  
 FE1110
 FE1110.Superseded values are not recommended for survey control.
 FE1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1110.See file dsdata.txt to determine how the superseded data were derived.
 FE1110
 FE1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8778024405(NAD 83)
 FE1110_MARKER: DZ = AZIMUTH MARK DISK
 FE1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1110_STAMPING: DOUGLASS 1958 RESET 1961
 FE1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1110+STABILITY: SURFACE MOTION
 FE1110
 FE1110  HISTORY     - Date     Condition        Report By
 FE1110  HISTORY     - 1961     MONUMENTED       TNHD
 FE1110  HISTORY     - 1961     GOOD             TNHD
 FE1110
 FE1110                          STATION DESCRIPTION
 FE1110
 FE1110'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE1110'A NEW AZIMUTH MARK DOUGLASS 1958 RESET 1961, WAS ESTABLISHED BY THE
 FE1110'TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE.
 FE1110'
 FE1110'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOUGLASS 1958 RESET
 FE1110'1961, SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.
 FE1110'IT IS 50 FEET WEST OF THE CENTER OF A PAVED ROAD, 29 FEET
 FE1110'WEST-NORTHWEST OF THE CENTER OF A FARM DRIVEWAY, 5 FEET NORTHEAST
 FE1110'OF A POWER LINE POLE, 1 FOOT SOUTH OF A FENCE, AND 1.0 FOOT EAST OF A
 FE1110'WITNESS POST.
 FE1110'
 FE1110'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT IN STANTON, CROSS
 FE1110'THE RAILROAD TRACKS AND GO EAST-SOUTHEAST ON A PAVED ROAD FOR 3.65
 FE1110'MILES, TURN RIGHT AT THE T-ROAD AND GO SOUTH ON THE PAVED ROAD FOR
 FE1110'0.5 MILE TO A T-FENCE CORNER ON THE RIGHT, SOUTHWEST SIDE OF THE
 FE1110'ROAD AND THE AZIMUTH MARK.
 FE1110
 FE1110                          STATION RECOVERY (1961)
 FE1110
 FE1110'RECOVERY NOTE BY TN HIGHWAY DEPT 1961
 FE1110'3.6 MI SE FROM STANTON.
 FE1110'THIS MARK IS LOCATED 3.65 MILES EAST-SOUTHEAST ALONG A PAVED
 FE1110'ROAD FROM THE L. AND N. RR CROSSING AT STANTON, THENCE 1.0
 FE1110'MILE SOUTH-SOUTHEAST ALONG A PAVED ROAD, 50 FEET WEST OF THE
 FE1110'CENTER OF A PAVED ROAD, 24 FEET WEST-NORTHWEST OF THE CENTER
 FE1110'OF A FARM DRIVEWAY, 5 FEET NORTHEAST OF A POWER LINE POLE, 1 FT.
 FE1110'SOUTH OF A FENCE, AND 1.0 FEET EAST OF A WITNESS POST.  THE
 FE1110'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1104 ***********************************************************************
 FE1104  DESIGNATION -  DOUGLASS RM 1
 FE1104  PID         -  FE1104
 FE1104  STATE/COUNTY-  TN/HAYWOOD
 FE1104  USGS QUAD   -  DANCYVILLE (1981)
 FE1104
 FE1104                         *CURRENT SURVEY CONTROL
 FE1104  ___________________________________________________________________
 FE1104* NAD 83(1986)-  35 26 02.     (N)    089 20 00.     (W)     SCALED    
 FE1104* NAVD 88     -       111.331  (meters)     365.26   (feet)  ADJUSTED  
 FE1104  ___________________________________________________________________
 FE1104  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1104  DYNAMIC HT  -         111.232 (meters)     364.93  (feet)  COMP
 FE1104  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FE1104
 FE1104  VERT ORDER  -  SECOND    CLASS 0
 FE1104
 FE1104.The horizontal coordinates were scaled from a topographic map and have
 FE1104.an estimated accuracy of +/- 6 seconds.
 FE1104
 FE1104.The orthometric height was determined by differential leveling
 FE1104.and adjusted by the National Geodetic Survey in June 1991..
 FE1104
 FE1104.The geoid height was determined by GEOID03.
 FE1104
 FE1104.The dynamic height is computed by dividing the NAVD 88
 FE1104.geopotential number by the normal gravity value computed on the
 FE1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1104.degrees latitude (g = 980.6199 gals.).
 FE1104
 FE1104.The modeled gravity was interpolated from observed gravity values.
 FE1104
 FE1104;                    North         East    Units  Estimated Accuracy
 FE1104;SPC TN       -   127,260.      297,390.      MT  (+/- 180 meters Scaled)
 FE1104
 FE1104                          SUPERSEDED SURVEY CONTROL
 FE1104
 FE1104  NGVD 29 (??/??/??)  111.329  (m)          365.25   (f) ADJUSTED    2 0
 FE1104
 FE1104.Superseded values are not recommended for survey control.
 FE1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1104.See file dsdata.txt to determine how the superseded data were derived.
 FE1104
 FE1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE881236(NAD 83)
 FE1104_MARKER: DR = REFERENCE MARK DISK
 FE1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1104_STAMPING: DOUGLASS NO 1 1958
 FE1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1104+STABILITY: SURFACE MOTION
 FE1104
 FE1104  HISTORY     - Date     Condition        Report By
 FE1104  HISTORY     - 1958     MONUMENTED       CGS
 FE1104  HISTORY     - 1959     GOOD             CGS
 FE1104
 FE1104                          STATION DESCRIPTION
 FE1104
 FE1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1104'4.6 MI ESE FROM STANTON.
 FE1104'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1104'RR CROSSING AT STANTON, THENCE 1.0 MILE SOUTH-SOUTHEAST ALONG
 FE1104'A PAVED ROAD.  THE MARK IS 48 FEET SOUTHEAST OF A FENCE CORNER,
 FE1104'28 FEET SOUTHWEST OF THE CENTER OF A PAVED ROAD AND 1 FOOT
 FE1104'NORTHEAST OF A FENCE LINE.  IT IS 79.6 FEET SOUTHEAST OF THE
 FE1104'STATION MARK.  THE MARK PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE
 FE1104'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1112 ***********************************************************************
 FE1112  DESIGNATION -  DOUGLASS RM 2
 FE1112  PID         -  FE1112
 FE1112  STATE/COUNTY-  TN/HAYWOOD
 FE1112  USGS QUAD   -  DANCYVILLE (1981)
 FE1112
 FE1112                         *CURRENT SURVEY CONTROL
 FE1112  ___________________________________________________________________
 FE1112* NAD 83(1986)-  35 26 02.     (N)    089 19 59.     (W)     SCALED    
 FE1112* NAVD 88     -       110.999  (meters)     364.17   (feet)  ADJUSTED  
 FE1112  ___________________________________________________________________
 FE1112  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1112  DYNAMIC HT  -         110.901 (meters)     363.85  (feet)  COMP
 FE1112  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FE1112
 FE1112  VERT ORDER  -  SECOND    CLASS 0
 FE1112
 FE1112.The horizontal coordinates were scaled from a topographic map and have
 FE1112.an estimated accuracy of +/- 6 seconds.
 FE1112
 FE1112.The orthometric height was determined by differential leveling
 FE1112.and adjusted by the National Geodetic Survey in June 1991..
 FE1112
 FE1112.The geoid height was determined by GEOID03.
 FE1112
 FE1112.The dynamic height is computed by dividing the NAVD 88
 FE1112.geopotential number by the normal gravity value computed on the
 FE1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1112.degrees latitude (g = 980.6199 gals.).
 FE1112
 FE1112.The modeled gravity was interpolated from observed gravity values.
 FE1112
 FE1112;                    North         East    Units  Estimated Accuracy
 FE1112;SPC TN       -   127,260.      297,410.      MT  (+/- 180 meters Scaled)
 FE1112
 FE1112                          SUPERSEDED SURVEY CONTROL
 FE1112
 FE1112  NGVD 29 (??/??/??)  110.997  (m)          364.16   (f) ADJUSTED    2 0
 FE1112
 FE1112.Superseded values are not recommended for survey control.
 FE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1112.See file dsdata.txt to determine how the superseded data were derived.
 FE1112
 FE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE882236(NAD 83)
 FE1112_MARKER: DR = REFERENCE MARK DISK
 FE1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1112_STAMPING: DOUGLASS NO 2 1958
 FE1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1112+STABILITY: SURFACE MOTION
 FE1112
 FE1112  HISTORY     - Date     Condition        Report By
 FE1112  HISTORY     - 1958     MONUMENTED       CGS
 FE1112  HISTORY     - 1959     GOOD             CGS
 FE1112
 FE1112                          STATION DESCRIPTION
 FE1112
 FE1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1112'4.6 MI ESE FROM STANTON.
 FE1112'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1112'RR CROSSING AT STANTON, THENCE 1.0 MILE SOUTH-SOUTHEAST ALONG
 FE1112'A PAVED ROAD.  THE MARK IS 37 FEET SOUTHWEST OF THE CENTER OF A
 FE1112'PAVED ROAD, 20 FEET SOUTHWEST OF A FENCE CORNER AND 20 FEET
 FE1112'NORTHWEST OF A POWER LINE POLE.  IT IS 61.4 FEET NORTH-NORTHWEST
 FE1112'OF THE STATION MARK.  THE MARK IS SET FLUSH WITH THE SURFACE
 FE1112'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1064 ***********************************************************************
 FD1064  DESIGNATION -  DOWDY
 FD1064  PID         -  FD1064
 FD1064  STATE/COUNTY-  TN/WAYNE
 FD1064  USGS QUAD   -  RANSOM STAND (1975)
 FD1064
 FD1064                         *CURRENT SURVEY CONTROL
 FD1064  ___________________________________________________________________
 FD1064* NAD 83(1995)-  35 00 21.10731(N)    087 55 38.00593(W)     ADJUSTED  
 FD1064* NAVD 88     -       263.476  (meters)     864.42   (feet)  ADJUSTED  
 FD1064  ___________________________________________________________________
 FD1064  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 FD1064  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD1064  DYNAMIC HT  -         263.225 (meters)     863.60  (feet)  COMP
 FD1064  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 FD1064
 FD1064  HORZ ORDER  -  SECOND
 FD1064  VERT ORDER  -  SECOND    CLASS 0
 FD1064
 FD1064.The horizontal coordinates were established by classical geodetic methods
 FD1064.and adjusted by the National Geodetic Survey in April 1999..
 FD1064
 FD1064.The orthometric height was determined by differential leveling
 FD1064.and adjusted by the National Geodetic Survey in June 1991..
 FD1064
 FD1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1064
 FD1064.The geoid height was determined by GEOID03.
 FD1064
 FD1064.The dynamic height is computed by dividing the NAVD 88
 FD1064.geopotential number by the normal gravity value computed on the
 FD1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1064.degrees latitude (g = 980.6199 gals.).
 FD1064
 FD1064.The modeled gravity was interpolated from observed gravity values.
 FD1064
 FD1064;                    North         East     Units Scale Factor Converg.
 FD1064;SPC TN       -    76,350.776   424,082.024   MT  1.00005205   -1 07 41.8
 FD1064;SPC TN       -   250,494.17  1,391,342.44   sFT  1.00005205   -1 07 41.8
 FD1064;UTM  16      - 3,874,086.009   415,394.050   MT  0.99968822   -0 31 55.0
 FD1064
 FD1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1064!SPC TN       -   0.99996296  x   1.00005205  =   1.00001501
 FD1064!UTM  16      -   0.99996296  x   0.99968822  =   0.99965119
 FD1064
 FD1064                          SUPERSEDED SURVEY CONTROL
 FD1064
 FD1064  NAD 83(1995)-  35 00 21.10951(N)    087 55 38.00552(W) AD(       ) 2
 FD1064  NAD 83(1995)-  35 00 21.10972(N)    087 55 38.00553(W) AD(       ) 2
 FD1064  NAD 83(1995)-  35 00 21.11520(N)    087 55 38.00577(W) AD(       ) 2
 FD1064  NAD 83(1986)-  35 00 21.11579(N)    087 55 38.00407(W) AD(       ) 2
 FD1064  NAD 27      -  35 00 20.81200(N)    087 55 37.89300(W) AD(       ) 2
 FD1064  NGVD 29 (??/??/92)  263.474  (m)          864.41   (f) ADJ UNCH    2 0
 FD1064
 FD1064.Superseded values are not recommended for survey control.
 FD1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1064.See file dsdata.txt to determine how the superseded data were derived.
 FD1064
 FD1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1539474086(NAD 83)
 FD1064_MARKER: DD = SURVEY DISK
 FD1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1064_STAMPING: DOWDY 1934 1962
 FD1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1064+STABILITY: SURFACE MOTION
 FD1064
 FD1064  HISTORY     - Date     Condition        Report By
 FD1064  HISTORY     - 1934     MONUMENTED       CGS
 FD1064  HISTORY     - 1950     GOOD             TVA
 FD1064  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FD1064  HISTORY     - 1962     GOOD             CGS
 FD1064
 FD1064                          STATION DESCRIPTION
 FD1064
 FD1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1064'ABOUT 10 MILES NORTHEAST OF WATERLOO, ALA, 3.8 MILES AIRLINE WEST BY
 FD1064'SOUTH OF CYPRESS INN,
 FD1064'TENN, AND ON WEST EDGE OF HIGHWAY (TENNESSEE ROUTE 69
 FD1064'TO NORTH AND ALABAMA ROUTE 2 TO
 FD1064'SOUTH).  TO REACH FROM WATERLOO, GO
 FD1064'NORTHEAST TO ROAD FORK AT EAST END OF SECOND CREEK
 FD1064'BRIDGE, TURN LEFT,
 FD1064'GO 8.75 MILES TO TENNESSEE ROUTE 69, TURN RIGHT AND GO 3.7 MILES TO
 FD1064'STATION ON RIGHT
 FD1064'AT STATE LINE.  STATION IS 100 FEET EAST OF FENCE
 FD1064'CORNER, 35 FEET WEST OF CENTER LINE
 FD1064'OF HIGHWAY, 13 FEET SOUTH OF
 FD1064'6-INCH TRIANGLE-BLAZED PINE TREE, AND 11 FEET NORTH OF
 FD1064'ROAD LEADING TO
 FD1064'HARVEY DOWDYS HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1064'STATION DISKS IN
 FD1064'CONCRETE.
 FD1064
 FD1064                          STATION RECOVERY (1950)
 FD1064
 FD1064'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (GLA)
 FD1064'6.25 MILES (AIR LINE) W BY S OF CYPRESS INN INSTEAD OF 3.8 MILES (AIR
 FD1064'LINE) W BY S OF
 FD1064'CYPRESS INN.
 FD1064'
 FD1064'STATION WAS RECOVERED IN GOOD CONDITION.
 FD1064'
 FD1064'STATION IS LOCATED 10 MILES NE OF WATERLOO.  THE DISK IS STAMPED
 FD1064'DOWDY 1934.
 FD1064'
 FD1064'A STEEL POST IS SET 2 FEET SW OF THE MARK.
 FD1064
 FD1064                          STATION RECOVERY (1962)
 FD1064
 FD1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FD1064'THE STATION WAS RECOVERED AND FOUND IN FAIR CONDITION.  HOWEVER, THE
 FD1064'SURFACE MARK WAS IN
 FD1064'DANGER OF BEING LOST DUE TO EROSION.  AS THIS STATION WAS
 FD1064'AN UNOCCUPIED SUPPLEMENTAL
 FD1064'POINT, NO REFERENCE MARKS OR AZIMUTH MARKS
 FD1064'WERE EVER ESTABLISHED.  TO ASSURE THE FUTURE
 FD1064'PRESERVATION OF THE
 FD1064'STATION THE MARKS WERE LOWERED IN THEIR EXACT ORIGINAL
 FD1064'LOCATION.
 FD1064'THIS WAS ACCOMPLISHED BY BUILDING A PLUMBING BENCH OVER THE STATION
 FD1064'AND AS AN
 FD1064'ADDITIONAL PRECAUTION, THE STATION WAS REFERENCED THROUGH
 FD1064'RIGHT ANGLE STRADDLE POINTS.
 FD1064'THE SURFACE AND UNDERGROUND STATION
 FD1064'MARKS WERE THEN REMOVED AND THE STATION
 FD1064'LOWERED.
 FD1064'
 FD1064'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION OF THE STATION.
 FD1064'
 FD1064'THE STATION IS LOCATED ABOUT 27 MILES SOUTHEAST OF SAVANNAH, ABOUT 5
 FD1064'MILES WEST OF CYPRESS
 FD1064'INN AND JUST NORTH OF THE TENNESSEE-ALABAMA STATE LINE.
 FD1064'
 FD1064'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND STATE
 FD1064'ROUTE 69 IN SAVANNAH, GO
 FD1064'SOUTHEASTERLY ON STATE ROUTE 69 FOR 27 MILES TO THE
 FD1064'ALABAMA STATE LINE AND THE MARK ON
 FD1064'THE RIGHT JUST NORTH OF THE LINE.
 FD1064'
 FD1064'THE STATION IS 64 FEET NORTH OF A LARGE SIGN ALABAMA STATE LINE, 38
 FD1064'FEET SOUTH OF A
 FD1064'16-INCH OAK TREE, 36 FEET WEST OF THE APPROXIMATE CENTER
 FD1064'OF STATE ROUTE 69, 15 FEET
 FD1064'NORTH OF THE APPROXIMATE CENTER OF A
 FD1064'GRAVELED ROAD, AND 0.7 OF A FOOT SOUTHEAST OF
 FD1064'A METAL WITNESS POST AND SIGN.
 FD1064'
 FD1064'THE SURFACE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 FD1064'SQUARE CONCRETE MONUMENT
 FD1064'FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK IS
 FD1064'STAMPED DOWDY 1934 1962.
 FD1064'THE UNDERGROUND MARK IS A
 FD1064'STANDARD DISK ABOUT 40 INCHES BELOW THE
 FD1064'SURFACE AND THE DISK IS
 FD1064'STAMPED DOWDY 1934 1962.
 FD1064
 FD1064                          STATION RECOVERY (1962)
 FD1064
 FD1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FD1064'27 MI S FROM SAVANNAH.
 FD1064'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO EAST ON U.S.
 FD1064'HIGHWAY 64 FOR 0.3 MILE TO THE INTERSECTION OF STATE ROUTE 69.
 FD1064'TURN RIGHT ON STATE ROUTE 69 AND GO 27.35 MILES TO THE
 FD1064'TENNESSEE-ALABAMA STATE LINE.  THE STATION IS 35 FEET SOUTHWEST
 FD1064'OF THE CENTERLINE OF STATE ROUTE 69, 66 FEET NORTHWEST OF THE
 FD1064'TENNESSEE-ALABAMA STATE LINE, 12 FEET NORTH OF THE CENTERLINE
 FD1064'OF A DRIVEWAY, 38 FEET SOUTHEAST OF A 14-INCH OAK TREE AND 3
 FD1064'INCHES EAST OF A WITNESS POST.  THE MARK IS A STANDARD DISK SET
 FD1064'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD1064'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0272 ***********************************************************************
 FC0272  CBN         -  This is a Cooperative Base Network Control Station.
 FC0272  DESIGNATION -  DOWDY
 FC0272  PID         -  FC0272
 FC0272  STATE/COUNTY-  TN/LOUDON
 FC0272  USGS QUAD   -  LENOIR CITY (1986)
 FC0272
 FC0272                         *CURRENT SURVEY CONTROL
 FC0272  ___________________________________________________________________
 FC0272* NAD 83(1995)-  35 45 51.69802(N)    084 22 07.84051(W)     ADJUSTED  
 FC0272* NAVD 88     -       247.228  (meters)     811.11   (feet)  ADJUSTED  
 FC0272  ___________________________________________________________________
 FC0272  X           -     508,429.706 (meters)                     COMP
 FC0272  Y           -  -5,156,494.224 (meters)                     COMP
 FC0272  Z           -   3,707,134.357 (meters)                     COMP
 FC0272  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FC0272  ELLIP HEIGHT-         216.65  (meters)          (08/03/04) GPS OBS
 FC0272  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0272  DYNAMIC HT  -         246.991 (meters)     810.34  (feet)  COMP
 FC0272  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 FC0272
 FC0272  HORZ ORDER  -  A
 FC0272  VERT ORDER  -  SECOND    CLASS 0
 FC0272  ELLP ORDER  -  FOURTH    CLASS I
 FC0272
 FC0272.The horizontal coordinates were established by GPS observations
 FC0272.and adjusted by the National Geodetic Survey in August 2004..
 FC0272
 FC0272.The orthometric height was determined by differential leveling
 FC0272.and adjusted by the National Geodetic Survey in June 1991..
 FC0272
 FC0272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0272
 FC0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0272
 FC0272.The ellipsoidal height was determined by GPS observations
 FC0272.and is referenced to NAD 83.
 FC0272
 FC0272.The geoid height was determined by GEOID03.
 FC0272
 FC0272.The dynamic height is computed by dividing the NAVD 88
 FC0272.geopotential number by the normal gravity value computed on the
 FC0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0272.degrees latitude (g = 980.6199 gals.).
 FC0272
 FC0272.The modeled gravity was interpolated from observed gravity values.
 FC0272
 FC0272;                    North         East     Units Scale Factor Converg.
 FC0272;SPC TN       -   160,000.116   747,492.932   MT  0.99994914   +0 57 17.8
 FC0272;SPC TN       -   524,933.71  2,452,399.73   sFT  0.99994914   +0 57 17.8
 FC0272;UTM  16      - 3,961,006.570   737,869.954   MT  1.00029729   +1 32 18.6
 FC0272
 FC0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0272!SPC TN       -   0.99996600  x   0.99994914  =   0.99991514
 FC0272!UTM  16      -   0.99996600  x   1.00029729  =   1.00026328
 FC0272
 FC0272|---------------------------------------------------------------------|
 FC0272| PID    Reference Object                     Distance      Geod. Az  |
 FC0272|                                                           dddmmss.s |
 FC0272| FC0273 DOWDY RM 1                           10.217 METERS 23120     |
 FC0272| FC0271 DOWDY RM 2                            9.870 METERS 31941     |
 FC0272| DE5089 DOWDY AZ MK                                        3285343.7 |
 FC0272|---------------------------------------------------------------------|
 FC0272
 FC0272                          SUPERSEDED SURVEY CONTROL
 FC0272
 FC0272  NAD 83(1995)-  35 45 51.69959(N)    084 22 07.83189(W) AD(       ) 2
 FC0272  NAD 83(1995)-  35 45 51.70664(N)    084 22 07.83122(W) AD(       ) 2
 FC0272  NAD 83(1986)-  35 45 51.71193(N)    084 22 07.82955(W) AD(       ) 2
 FC0272  NAD 27      -  35 45 51.43770(N)    084 22 08.10300(W) AD(       ) 2
 FC0272  NAVD 88 (08/03/04)  247.23   (m)          811.1    (f) LEVELING    3  
 FC0272  NGVD 29 (??/??/92)  247.340  (m)          811.48   (f) ADJ UNCH    2 0
 FC0272
 FC0272.Superseded values are not recommended for survey control.
 FC0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0272.See file dsdata.txt to determine how the superseded data were derived.
 FC0272
 FC0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3787061007(NAD 83)
 FC0272_MARKER: DE = TRAVERSE STATION DISK
 FC0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0272_STAMPING: DOWDY 1961
 FC0272_MARK LOGO: CGS   
 FC0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0272+STABILITY: SURFACE MOTION
 FC0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0272+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC0272
 FC0272  HISTORY     - Date     Condition        Report By
 FC0272  HISTORY     - 1961     MONUMENTED       CGS
 FC0272  HISTORY     - 1961     GOOD             CGS
 FC0272  HISTORY     - 20031010 GOOD             TNDT
 FC0272
 FC0272                          STATION DESCRIPTION
 FC0272
 FC0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0272'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF LOUDON AND 1/2 MILE
 FC0272'NORTH OF THE WATTS BAR LAKE. THE PROPERTY IS OWNED BY MR. JACK
 FC0272'DOWDY.
 FC0272'
 FC0272'TO REACH THE STATION THE EATON CROSSROAD AND EATON SCHOOL, ABOUT 20
 FC0272'MILES WEST OF KNOXVILLE ON U.S. HIGHWAY 70, GO SOUTH ON STATE
 FC0272'HIGHWAY 95 FOR 1.6 MILES TO A T ROAD RIGHT, TURN RIGHT, AND GO 1.8
 FC0272'MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 2.3 MILES
 FC0272'TO A T ROAD LEFT, CONTINUE SOUTH ON BLACK TOP FOR 0.35 MILE TO A
 FC0272'FORK, TAKE LEFT FORK, AND GO 1.15 MILES TO THE END OF THE BLACK TOP
 FC0272'AND A FORK, TAKE RIGHT FORK, AND GO 0.1 MILE TO A T ROAD, TURN RIGHT,
 FC0272'AND GO 0.4 MILE TO A WIRE GATE ON THE LEFT, PASS THROUGH GATE, TURN
 FC0272'LEFT, UP HILL FOR 0.1 MILE TO A BARN AND STATION.
 FC0272'
 FC0272'STATION MARK IS 6.5 FEET EAST OF THE NORTHEAST CORNER OF BARN AND 3.3
 FC0272'FEET EAST OF A WITNESS POST. THE MARK IS A STANDARD TRAVERSE
 FC0272'DISK, FLUSH AND IS STAMPED DOWDY 1961.
 FC0272'
 FC0272'REFERENCE MARK NO. 1 IS 12 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 FC0272'BARN. THE MARK IS A STANDARD DISK, FLUSH AND IS STAMPED DOWDY NO.
 FC0272'1 1961.
 FC0272'
 FC0272'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE NORTHWEST CORNER OF BARN.
 FC0272'THE MARK IS A STANDARD DISK, FLUSH AND IS STAMPED DOWDY NO. 2 1961.
 FC0272'
 FC0272'AZIMUTH MARK IS 19 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 1.3
 FC0272'FEET SOUTHEAST OF A WITNESS SIGN AND 1 FOOT EAST OF A FENCE
 FC0272'CORNER POST. THE MARK IS A STANDARD DISK, FLUSH AND IS STAMPED DOWDY
 FC0272'1961.
 FC0272'
 FC0272'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE, GO WEST ON GRAVELED
 FC0272'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 FC0272'
 FC0272'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FC0272
 FC0272                          STATION RECOVERY (1961)
 FC0272
 FC0272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0272'7.7 MI SW FROM EATON CROSSROADS.
 FC0272'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0272'EATON SCHOOL, GO 1.65 MILES SOUTH ON STATE HIGHWAY 95, THEN 5.5
 FC0272'MILES SOUTHWEST ON A PAVED ROAD TO A Y JUNCTION, CONTINUE STRAIGHT
 FC0272'AHEAD FOR 0.05 MILE TO A T JUNCTION, THEN GO 0.4 MILE TO A WIRE
 FC0272'GATE ON THE LEFT, PASS THROUGH GATE, TURN LEFT, UP HILL FOR 0.1
 FC0272'MILE TO A BARN AND THE STATION.  THE STATION MARK IS 6.5 FT.
 FC0272'EAST OF THE NORTHEAST CORNER OF THE BARN AND 3.3 FT. EAST OF A
 FC0272'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 FC0272'WITH THE GROUND.
 FC0272
 FC0272                          STATION RECOVERY (2003)
 FC0272
 FC0272'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC0272'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0273 ***********************************************************************
 FC0273  DESIGNATION -  DOWDY RM 1
 FC0273  PID         -  FC0273
 FC0273  STATE/COUNTY-  TN/LOUDON
 FC0273  USGS QUAD   -  LENOIR CITY (1986)
 FC0273
 FC0273                         *CURRENT SURVEY CONTROL
 FC0273  ___________________________________________________________________
 FC0273* NAD 83(1986)-  35 45 51.     (N)    084 22 08.     (W)     SCALED    
 FC0273* NAVD 88     -       247.422  (meters)     811.75   (feet)  ADJUSTED  
 FC0273  ___________________________________________________________________
 FC0273  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0273  DYNAMIC HT  -         247.185 (meters)     810.97  (feet)  COMP
 FC0273  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 FC0273
 FC0273  VERT ORDER  -  SECOND    CLASS 0
 FC0273
 FC0273.The horizontal coordinates were scaled from a topographic map and have
 FC0273.an estimated accuracy of +/- 6 seconds.
 FC0273
 FC0273.The orthometric height was determined by differential leveling
 FC0273.and adjusted by the National Geodetic Survey in June 1991..
 FC0273
 FC0273.The geoid height was determined by GEOID03.
 FC0273
 FC0273.The dynamic height is computed by dividing the NAVD 88
 FC0273.geopotential number by the normal gravity value computed on the
 FC0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0273.degrees latitude (g = 980.6199 gals.).
 FC0273
 FC0273.The modeled gravity was interpolated from observed gravity values.
 FC0273
 FC0273;                    North         East    Units  Estimated Accuracy
 FC0273;SPC TN       -   159,980.      747,490.      MT  (+/- 180 meters Scaled)
 FC0273
 FC0273                          SUPERSEDED SURVEY CONTROL
 FC0273
 FC0273  NGVD 29 (??/??/92)  247.534  (m)          812.12   (f) ADJ UNCH    2 0
 FC0273
 FC0273.Superseded values are not recommended for survey control.
 FC0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0273.See file dsdata.txt to determine how the superseded data were derived.
 FC0273
 FC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE378609(NAD 83)
 FC0273_MARKER: DR = REFERENCE MARK DISK
 FC0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0273_STAMPING: DOWDY NO 1 1961
 FC0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0273+STABILITY: SURFACE MOTION
 FC0273
 FC0273  HISTORY     - Date     Condition        Report By
 FC0273  HISTORY     - 1961     MONUMENTED       CGS
 FC0273
 FC0273                          STATION DESCRIPTION
 FC0273
 FC0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0273'7.7 MI SW FROM EATON CROSSROADS.
 FC0273'THIS MARK IS LOCATED AT THE DOWDY 1961 STATION SITE, 33.5 FT.
 FC0273'SOUTHWEST OF THE STATION MARK AND 12 FT. NORTHEAST OF THE
 FC0273'SOUTHEAST CORNER OF THE BARN.  THE DISK IS SET IN TOP OF A
 FC0273'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0271 ***********************************************************************
 FC0271  DESIGNATION -  DOWDY RM 2
 FC0271  PID         -  FC0271
 FC0271  STATE/COUNTY-  TN/LOUDON
 FC0271  USGS QUAD   -  LENOIR CITY (1986)
 FC0271
 FC0271                         *CURRENT SURVEY CONTROL
 FC0271  ___________________________________________________________________
 FC0271* NAD 83(1986)-  35 45 51.     (N)    084 22 08.     (W)     SCALED    
 FC0271* NAVD 88     -       247.637  (meters)     812.46   (feet)  ADJUSTED  
 FC0271  ___________________________________________________________________
 FC0271  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC0271  DYNAMIC HT  -         247.400 (meters)     811.68  (feet)  COMP
 FC0271  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 FC0271
 FC0271  VERT ORDER  -  SECOND    CLASS 0
 FC0271
 FC0271.The horizontal coordinates were scaled from a topographic map and have
 FC0271.an estimated accuracy of +/- 6 seconds.
 FC0271
 FC0271.The orthometric height was determined by differential leveling
 FC0271.and adjusted by the National Geodetic Survey in June 1991..
 FC0271
 FC0271.The geoid height was determined by GEOID03.
 FC0271
 FC0271.The dynamic height is computed by dividing the NAVD 88
 FC0271.geopotential number by the normal gravity value computed on the
 FC0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0271.degrees latitude (g = 980.6199 gals.).
 FC0271
 FC0271.The modeled gravity was interpolated from observed gravity values.
 FC0271
 FC0271;                    North         East    Units  Estimated Accuracy
 FC0271;SPC TN       -   159,980.      747,490.      MT  (+/- 180 meters Scaled)
 FC0271
 FC0271                          SUPERSEDED SURVEY CONTROL
 FC0271
 FC0271  NGVD 29 (??/??/92)  247.749  (m)          812.82   (f) ADJ UNCH    2 0
 FC0271
 FC0271.Superseded values are not recommended for survey control.
 FC0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0271.See file dsdata.txt to determine how the superseded data were derived.
 FC0271
 FC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE378609(NAD 83)
 FC0271_MARKER: DR = REFERENCE MARK DISK
 FC0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0271_STAMPING: DOWDY NO 2 1961
 FC0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0271+STABILITY: SURFACE MOTION
 FC0271
 FC0271  HISTORY     - Date     Condition        Report By
 FC0271  HISTORY     - 1961     MONUMENTED       CGS
 FC0271
 FC0271                          STATION DESCRIPTION
 FC0271
 FC0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0271'7.7 MI SW FROM EATON CROSSROADS.
 FC0271'THIS MARK IS LOCATED AT THE DOWDY 1961 STATION SITE, 32.4 FT.
 FC0271'NORTHWEST OF THE STATION MARK AND 19 FT. EAST OF THE NORTHWEST
 FC0271'CORNER OF THE BARN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0271'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2275 ***********************************************************************
 FE2275  DESIGNATION -  DOYLE
 FE2275  PID         -  FE2275
 FE2275  STATE/COUNTY-  TN/HARDEMAN
 FE2275  USGS QUAD   -  HEBRON (1983)
 FE2275
 FE2275                         *CURRENT SURVEY CONTROL
 FE2275  ___________________________________________________________________
 FE2275* NAD 83(1995)-  35 10 16.03648(N)    088 54 08.42828(W)     ADJUSTED  
 FE2275* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 FE2275  ___________________________________________________________________
 FE2275  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 FE2275  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE2275
 FE2275  HORZ ORDER  -  SECOND
 FE2275
 FE2275.The horizontal coordinates were established by classical geodetic methods
 FE2275.and adjusted by the National Geodetic Survey in April 1999..
 FE2275
 FE2275.The orthometric height was scaled from a topographic map.
 FE2275
 FE2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2275
 FE2275.The geoid height was determined by GEOID03.
 FE2275
 FE2275;                    North         East     Units Scale Factor Converg.
 FE2275;SPC TN       -    96,873.525   335,638.177   MT  1.00001486   -1 41 56.9
 FE2275;SPC TN       -   317,825.89  1,101,172.92   sFT  1.00001486   -1 41 56.9
 FE2275;UTM  16      - 3,893,677.007   326,759.586   MT  0.99996988   -1 05 45.8
 FE2275
 FE2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2275!SPC TN       -   0.99998256  x   1.00001486  =   0.99999742
 FE2275!UTM  16      -   0.99998256  x   0.99996988  =   0.99995244
 FE2275
 FE2275|---------------------------------------------------------------------|
 FE2275| PID    Reference Object                     Distance      Geod. Az  |
 FE2275|                                                           dddmmss.s |
 FE2275| CG3940 DOYLE RM 1                           76.170 METERS 02047     |
 FE2275| CG3939 DOYLE AZ MK                                        1192720.1 |
 FE2275| CG3941 DOYLE RM 2                           58.958 METERS 23546     |
 FE2275| FE2464 BOLIVAR WESTERN ST HOSP SPIRE       APPROX.16.2 KM 3154256.0 |
 FE2275| FE2283 BOLIVAR S MUNICIPAL TANK            APPROX.12.6 KM 3185456.1 |
 FE2275|---------------------------------------------------------------------|
 FE2275
 FE2275                          SUPERSEDED SURVEY CONTROL
 FE2275
 FE2275  NAD 83(1995)-  35 10 16.04159(N)    088 54 08.42678(W) AD(       ) 2
 FE2275  NAD 83(1995)-  35 10 16.04490(N)    088 54 08.43174(W) AD(       ) 2
 FE2275  NAD 83(1995)-  35 10 16.04494(N)    088 54 08.43172(W) AD(       ) 2
 FE2275  NAD 83(1986)-  35 10 16.04844(N)    088 54 08.42801(W) AD(       ) 2
 FE2275  NAD 27      -  35 10 15.74200(N)    088 54 08.21400(W) AD(       ) 2
 FE2275
 FE2275.Superseded values are not recommended for survey control.
 FE2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2275.See file dsdata.txt to determine how the superseded data were derived.
 FE2275
 FE2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2676093677(NAD 83)
 FE2275_MARKER: DS = TRIANGULATION STATION DISK
 FE2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2275
 FE2275  HISTORY     - Date     Condition        Report By
 FE2275  HISTORY     - 1934     MONUMENTED       CGS
 FE2275
 FE2275                          STATION DESCRIPTION
 FE2275
 FE2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2275'ABOUT 8 MILES SOUTHWEST OF BOLIVAR AND ON PROPERTY OWNED BY DR. HENCE
 FE2275'DORRIS OF BOLIVAR AND OCCUPIED BY O. E. DOYLE. TO REACH FROM
 FE2275'COURTHOUSE IN BOLIVAR, GO EAST 1.2 MILES ON U. S. ROUTE 64, TURN
 FE2275'RIGHT ONTO GRAVEL ROAD AND GO 5.8 MILES TO T-ROAD LEFT AT FOUR
 FE2275'MAIL BOXES ON WHEEL, TURN LEFT AND GO 1.2 MILES TO TOP OF GRADE AND
 FE2275'STATION SITE. STATION IS ABOUT 200 FEET SOUTH OF ROAD ON HIGHEST
 FE2275'POINT IN NEAR VICINITY, 11 YARDS WEST-NORTHWEST OF 18-INCH OAK TREE,
 FE2275'100 FEET SOUTHWEST OF 22-INCH WALNUT TREE, AND 125 FEET
 FE2275'SOUTHWEST OF DOYLES HOUSE. SURFACE AND UNDERGROUND MARKS ARE
 FE2275'STANDARD STATION DISKS IN CONCRETE.  REFERENCE AND
 FE2275'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2275'NO. 1 IS 20 FEET SOUTH OF CENTER LINE OF ROAD LEADING TO STATION, 25
 FE2275'FEET SOUTH OF SMALL APPLE TREE, AND 249.90 FEET FROM STATION IN
 FE2275'N 20 DEG 47 MIN E.  NO. 2 IS ON DOWN HILL SLOPE FROM STATION, 15
 FE2275'YARDS SOUTHEAST OF 22-INCH CHESTNUT TREE, AND 193.43 FEET FROM
 FE2275'STATION S 55 DEG 46 MIN W.  AZIMUTH MARK IS 8 YARDS NORTH OF
 FE2275'CENTER LINE OF ROAD, 100 YARDS WEST OF TOP OF FIRST GRADE IN ROAD
 FE2275'EAST OF STATION, 200 YARDS ALONG ROAD EAST OF SMALL BRIDGE, AND 0.3
 FE2275'MILE FROM STATION S 60 DEG 33 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2412 ***********************************************************************
 GC2412  DESIGNATION -  DRAUGHON
 GC2412  PID         -  GC2412
 GC2412  STATE/COUNTY-  TN/ROBERTSON
 GC2412  USGS QUAD   -  YOUNGVILLE (1980)
 GC2412
 GC2412                         *CURRENT SURVEY CONTROL
 GC2412  ___________________________________________________________________
 GC2412* NAD 83(1995)-  36 33 22.33917(N)    086 48 12.14158(W)     ADJUSTED  
 GC2412* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 GC2412  ___________________________________________________________________
 GC2412  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC2412  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GC2412
 GC2412  HORZ ORDER  -  THIRD
 GC2412
 GC2412.The horizontal coordinates were established by classical geodetic methods
 GC2412.and adjusted by the National Geodetic Survey in April 1999..
 GC2412
 GC2412.The orthometric height was scaled from a topographic map.
 GC2412
 GC2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2412
 GC2412.The geoid height was determined by GEOID03.
 GC2412
 GC2412;                    North         East     Units Scale Factor Converg.
 GC2412;SPC TN       -   246,928.416   528,075.826   MT  1.00002773   -0 28 13.2
 GC2412;SPC TN       -   810,130.98  1,732,528.77   sFT  1.00002773   -0 28 13.2
 GC2412;UTM  16      - 4,045,660.610   517,596.288   MT  0.99960381   +0 07 01.6
 GC2412
 GC2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2412!SPC TN       -   0.99996921  x   1.00002773  =   0.99999694
 GC2412!UTM  16      -   0.99996921  x   0.99960381  =   0.99957303
 GC2412
 GC2412|---------------------------------------------------------------------|
 GC2412| PID    Reference Object                     Distance      Geod. Az  |
 GC2412|                                                           dddmmss.s |
 GC2412| CG5690 DRAUGHON RM 1                        27.116 METERS 08751     |
 GC2412| CG5689 DRAUGHON AZ MK                                     2535026.3 |
 GC2412| CG5691 DRAUGHON RM 2                        27.588 METERS 35536     |
 GC2412|---------------------------------------------------------------------|
 GC2412
 GC2412                          SUPERSEDED SURVEY CONTROL
 GC2412
 GC2412  NAD 83(1995)-  36 33 22.34144(N)    086 48 12.14213(W) AD(       ) 3
 GC2412  NAD 83(1995)-  36 33 22.33966(N)    086 48 12.14951(W) AD(       ) 3
 GC2412  NAD 83(1986)-  36 33 22.34859(N)    086 48 12.14557(W) AD(       ) 3
 GC2412  NAD 27      -  36 33 22.19900(N)    086 48 12.15800(W) AD(       ) 3
 GC2412
 GC2412.Superseded values are not recommended for survey control.
 GC2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2412.See file dsdata.txt to determine how the superseded data were derived.
 GC2412
 GC2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1759645661(NAD 83)
 GC2412_MARKER: DS = TRIANGULATION STATION DISK
 GC2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2412
 GC2412  HISTORY     - Date     Condition        Report By
 GC2412  HISTORY     - 1953     MONUMENTED       CGS
 GC2412
 GC2412                          STATION DESCRIPTION
 GC2412
 GC2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2412'STATION IS LOCATED ON THE SOUTH SIDE OF A SMALL AIRFIELD ON THE
 GC2412'PROPERTY OF THE DRAUGHON BROTHERS ABOUT 5 MILES NORTHEAST OF
 GC2412'SPRINGFIELD AND 0.05 MILE NORTH OF STATE HIGHWAY 49.  IT IS 26 FEET
 GC2412'NORTHWEST OF A TELEPHONE POLE, 24 FEET SOUTHWEST OF THE SOUTHWEST
 GC2412'CORNER OF A CONCRETE BLOCK HANGAR BUILDING AND 24 FEET SOUTHWEST OF A
 GC2412'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2412'DRAUGHON 1953.
 GC2412'
 GC2412'REFERENCE MARK NO. 1 IS 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2412'THE HANGAR AND 10 FEET NORTH OF THE CENTER OF A DIRT DRIVEWAY.
 GC2412'THE MARK IS FLUSH AND THE DISK IS STAMPED DRAUGHON NO 1 1953.
 GC2412'
 GC2412'REFERENCE MARK NO. 2 IS 10 FEET WEST OF THE FRONT OF THE HANGAR.  THE
 GC2412'MARK IS FLUSH AND THE DISK IS STAMPED DRAUGHON NO 2 1953.
 GC2412'
 GC2412'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF STATE HIGHWAY 49, 2
 GC2412'FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A POWER
 GC2412'POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2412'DRAUGHON 1953.
 GC2412'
 GC2412'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 GC2412'HIGHWAY 49 IN THE NORTH PART OF SPRINGFIELD, GO NORTHEAST ON
 GC2412'HIGHWAY 49 FOR 5.45 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 GC2412'DESCRIBED.  CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO A GRAVEL
 GC2412'DRIVEWAY LEFT.  TURN LEFT ON THE DRIVEWAY AND GO NORTH AND EAST FOR
 GC2412'0.1 MILE TO THE HANGAR AND THE STATION AS DESCRIBED.
 GC2412'
 GC2412'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1488 ***********************************************************************
 GD1488  CBN         -  This is a Cooperative Base Network Control Station.
 GD1488  DESIGNATION -  DRESDEN
 GD1488  PID         -  GD1488
 GD1488  STATE/COUNTY-  TN/WEAKLEY
 GD1488  USGS QUAD   -  DRESDEN (1981)
 GD1488
 GD1488                         *CURRENT SURVEY CONTROL
 GD1488  ___________________________________________________________________
 GD1488* NAD 83(1995)-  36 18 23.60559(N)    088 42 35.88127(W)     ADJUSTED  
 GD1488* NAVD 88     -       161.7    (meters)     531.     (feet)  GPS OBS   
 GD1488  ___________________________________________________________________
 GD1488  X           -     115,854.933 (meters)                     COMP
 GD1488  Y           -  -5,144,734.320 (meters)                     COMP
 GD1488  Z           -   3,755,736.727 (meters)                     COMP
 GD1488  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GD1488  ELLIP HEIGHT-         133.48  (meters)          (12/14/95) GPS OBS
 GD1488  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1488
 GD1488  HORZ ORDER  -  B
 GD1488  ELLP ORDER  -  FIRST     CLASS II
 GD1488
 GD1488.The horizontal coordinates were established by GPS observations
 GD1488.and adjusted by the National Geodetic Survey in December 1995..
 GD1488
 GD1488.The orthometric height was determined by GPS observations and a
 GD1488.high-resolution geoid model.
 GD1488
 GD1488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1488
 GD1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1488
 GD1488.The ellipsoidal height was determined by GPS observations
 GD1488.and is referenced to NAD 83.
 GD1488
 GD1488.The geoid height was determined by GEOID03.
 GD1488
 GD1488;                    North         East     Units Scale Factor Converg.
 GD1488;SPC TN       -   222,299.882   356,643.943   MT  0.99998232   -1 35 11.5
 GD1488;SPC TN       -   729,328.86  1,170,089.34   sFT  0.99998232   -1 35 11.5
 GD1488;UTM  16      - 4,019,307.689   346,476.538   MT  0.99989040   -1 00 45.6
 GD1488
 GD1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1488!SPC TN       -   0.99997905  x   0.99998232  =   0.99996137
 GD1488!UTM  16      -   0.99997905  x   0.99989040  =   0.99986945
 GD1488
 GD1488|---------------------------------------------------------------------|
 GD1488| PID    Reference Object                     Distance      Geod. Az  |
 GD1488|                                                           dddmmss.s |
 GD1488| CG3945 DRESDEN RM 1                         39.359 METERS 22625     |
 GD1488| GD1501 SHARON MUNICIPAL TANK               APPROX.13.2 KM 2314446.1 |
 GD1488| GD0342 SHARON                              APPROX.12.8 KM 2345954.2 |
 GD1488| CG3944 DRESDEN AZ MK                                      2895204.3 |
 GD1488| CG3946 DRESDEN RM 2                         30.514 METERS 31432     |
 GD1488|---------------------------------------------------------------------|
 GD1488
 GD1488                          SUPERSEDED SURVEY CONTROL
 GD1488
 GD1488  NAD 83(1995)-  36 18 23.60593(N)    088 42 35.88368(W) AD(       ) B
 GD1488  ELLIP H (09/07/90)  133.47   (m)                       GP(       ) 4 1
 GD1488  NAD 83(1986)-  36 18 23.61900(N)    088 42 35.87901(W) AD(       ) 2
 GD1488  NAD 27      -  36 18 23.39500(N)    088 42 35.67600(W) AD(       ) 2
 GD1488  NGVD 29 (09/07/90)  161.6    (m)          530.     (f) GPS OBS        
 GD1488
 GD1488.Superseded values are not recommended for survey control.
 GD1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1488.See file dsdata.txt to determine how the superseded data were derived.
 GD1488
 GD1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4647719308(NAD 83)
 GD1488_MARKER: DS = TRIANGULATION STATION DISK
 GD1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1488_STAMPING: DRESDEN 1934
 GD1488_MARK LOGO: CGS   
 GD1488_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1488+STABILITY: SURFACE MOTION
 GD1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1488+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1995
 GD1488
 GD1488  HISTORY     - Date     Condition        Report By
 GD1488  HISTORY     - 1934     MONUMENTED       CGS
 GD1488  HISTORY     - 1967     GOOD             CGS
 GD1488  HISTORY     - 1987     GOOD             AEROS
 GD1488  HISTORY     - 19950619 GOOD             NGS
 GD1488
 GD1488                          STATION DESCRIPTION
 GD1488
 GD1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1488'ABOUT 1 MILE WEST BY NORTH OF DRESDEN, ON PROPERTY OF SHED KILLUM,
 GD1488'ANDY JONES TENANT, ABOUT 50 YARDS NORTH-NORTHEAST OF ROAD FORK, 23
 GD1488'YARDS EAST-SOUTHEAST OF CENTER LINE OF ROAD, 17 YARDS
 GD1488'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 12 YARDS
 GD1488'SOUTH-SOUTHWEST OF 10-INCH MAPLE TREE, AND 2 YARDS
 GD1488'NORTH OF FENCE LINE.  TO REACH FROM COURTHOUSE IN DRESDEN, GO WEST 1
 GD1488'BLOCK, TURN RIGHT NORTH ONTO LATHAM ROAD AND GO 1.0 MILE TO TOP OF
 GD1488'GRADE AND STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 GD1488'STANDARD STATION DISKS IN CONCRETE.  REFERENCE AND
 GD1488'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GD1488'NO. 1 IS OPPOSITE FORK IN ROAD, 18 FEET NORTHEAST OF CENTER
 GD1488'LINE OF ROAD, 3 FEET NORTHWEST OF FENCE LINE, AND 129.13 FEET
 GD1488'FROM STATION S 46 DEG 24 MIN W.  NO. 2 IS 21 FEET WEST OF
 GD1488'CENTER LINE OF ROAD AND 100.11 FEET FROM STATION N 45 DEG 28 MIN W.
 GD1488'AZIMUTH MARK IS ON PROPERTY OF THOMAS DUNN, ALONG LEFT FORK
 GD1488'IN ROAD JUST BEFORE REACHING STATION, JUST SOUTH OF FENCE, 20 FEET
 GD1488'SOUTH OF CENTER LINE OF ROAD, AND APPROXIMATELY 0.4 MILE BY ROAD
 GD1488'FROM STATION N 70 DEG 08 MIN W.
 GD1488
 GD1488                          STATION RECOVERY (1967)
 GD1488
 GD1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1488'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1488'RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE AND THOROUGH
 GD1488'SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND.  MR.
 GD1488'HARLEY SADLER WHO LIVES NEAR THE ORIGINAL SITE OF THE AZIMUTH MARK,
 GD1488'STATES POSITIVELY THAT THIS MARK WAS DESTROYED BY ROAD
 GD1488'CONSTRUCTION A LONG TIME AGO.  NO NEW AZIMUTH MARK WAS
 GD1488'ESTABLISHED AS NOTHING IS NOW VISIBLE FROM THE GROUND AT THE STATION
 GD1488'TO USE AS AN INITIAL.
 GD1488'
 GD1488'DUE TO NUMEROUS CHANGES IN THE AREA AT THE STATION SITE, THE ORIGINAL
 GD1488'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1488'DESCRIPTION.
 GD1488'
 GD1488'THE STATION IS ABOUT 1 MILE WEST-NORTHWEST OF DRESDEN IN A GARDEN
 GD1488'PLOT ON THE PROPERTY OF MR. LEMMON TEAGUE.
 GD1488'
 GD1488'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 54, 89, AND
 GD1488'118 AT THE SOUTHEAST CORNER OF THE WEAKLEY COUNTY COURTHOUSE SQUARE
 GD1488'IN DRESDEN, GO NORTH ON STATE ROUTE 118 FOR 0.45 MILE TO AN OILED
 GD1488'ROAD LEFT, TURN LEFT AND GO WEST ON THIS OILED ROAD FOR 0.1 MILE
 GD1488'TO A GRAVELED T CROSSROAD.  HERE TURN RIGHT AND GO NORTHERLY ON
 GD1488'THIS GRAVELED ROAD FOR 0.6 MILE TO A FORK, KEEP THE RIGHT FORK
 GD1488'AND CONTINUE NORTHERLY FOR ABOUT 35 YARDS TO THE HOME OF MR.
 GD1488'LEMMON TEAGUE AND THE STATION ON THE RIGHT AS DESCRIBED.
 GD1488'
 GD1488'THE STATION IS 69 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GD1488'ROAD, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 37
 GD1488'FEET SOUTH OF A 24-INCH MAPLE TREE, 26 FEET WEST OF A 12-INCH,
 GD1488'FORKED TRUNKED CEDAR TREE, AND 0.6 OF A FOOT WEST OF A METAL WITNESS
 GD1488'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1488'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK
 GD1488'IS STAMPED DRESDEN 1934.
 GD1488'
 GD1488'REFERENCE MARK NO. 1 IS 129.13 FEET SOUTHWEST OF THE STATION, 64 FEET
 GD1488'NORTH OF A NORTHWEST FENCE CORNER POST, 33 FEET EAST OF THE
 GD1488'APPROXIMATE CENTER OF THE FORK IN THE GRAVELED ROADS, 17 FEET EAST
 GD1488'OF THE APPROXIMATE CENTER OF THE EAST FORK OF THE GRAVELED ROADS,
 GD1488'2.5 FEET WEST OF AN 8-INCH CEDAR TREE, AND 1 FOOT EAST OF A WOVEN
 GD1488'WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1488'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 GD1488'STAMPED DRESDEN NO 1 1934.
 GD1488'
 GD1488'REFERENCE MARK NO. 2 IS 100.11 FEET NORTHWEST OF THE STATION, 47
 GD1488'FEET SOUTH OF THE SOUTHEAST CORNER OF A FENCE, 23 FEET WEST OF THE
 GD1488'APPROXIMATE CENTER OF THE EAST FORK OF THE GRAVELED ROADS, 11 FEET
 GD1488'EAST OF THE EDGE OF A BANK, 10 FEET EAST OF A TELEPHONE POLE, 6
 GD1488'FEET NORTH OF THE EDGE OF A BANK, AND ACROSS THE ROAD FROM THE
 GD1488'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1488'CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 GD1488'STAMPED DRESDEN NO 2 1934.
 GD1488'
 GD1488'DUE TO SHRUBS ON LINE, THE REFERENCE MARKS COULD NOT BE MEASURED
 GD1488'BETWEEN.
 GD1488'
 GD1488'NOTE - MR. TEAGUE WISHES THE MARK TO REMAIN EXACTLY WHERE IT IS, AND
 GD1488'REQUESTED THAT A WITNESS POST BE DRIVEN BY IT.
 GD1488'
 GD1488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.0 MILE
 GD1488'WEST-NORTHWEST OF DRESDEN.
 GD1488
 GD1488                          STATION RECOVERY (1987)
 GD1488
 GD1488'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 GD1488'THE STATION WAS RECOVERED AT THIS DATE.
 GD1488'THE STATION WAS RECOVERED AS DESCRIBED BY L.F. SMITH IN 1967.
 GD1488'PROPERTY IS OWNED BY CURTIS ADCOCK, TELEPHONE (901)364-2074.  CALL
 GD1488'MR. ADCOCK PRIOR TO CONDUCTING NIGHT OBSERVATIONS.
 GD1488
 GD1488                          STATION RECOVERY (1995)
 GD1488
 GD1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1488'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST-NORTHWEST OF
 GD1488'DRESDEN, ON THE PROPERTY OF MR. CURTIS ADCOCK, PHONE 901-364-2074.
 GD1488'CALL IN ADVANCE PRIOR TO CONDUCTING NIGHT OBSERVATIONS.  TO REACH THE
 GD1488'STATION FROM THE JUNCTION OF STATE ROUTES 54, 89 AND 118 AT THE
 GD1488'SOUTHEAST CORNER OF THE COUNTY COURTHOUSE SQUARE IN DRESDEN, GO NORTH
 GD1488'FOR 0.45 MI (0.72 KM) ON STATE ROUTE 118 TO A ROAD LEFT.  TURN LEFT
 GD1488'AND GO WEST FOR 0.10 MI (0.16 KM) TO A T-JUNCTION.  TURN RIGHT AND GO
 GD1488'NORTHERLY FOR 0.6 MI (1.0 KM) TO A FORK, FOLLOW THE RIGHT FORK AND GO
 GD1488'NORTHERLY FOR ABOUT 105 FT (32.0 M) TO THE HOME OF MR. ADCOCK AND THE
 GD1488'STATION ON THE RIGHT.  THE STATION PROJECTS 24 CM ABOVE GROUND.
 GD1488'LOCATED 69 FT (21.0 M) EAST FROM THE APPROXIMATE CENTER OF ROAD, 54 FT
 GD1488'(16.5 M) SOUTH FROM THE SOUTHWEST CORNER OF THE FRAME HOUSE, 37 FT
 GD1488'(11.3 M) SOUTH FROM A 24-INCH MAPLE TREE, 26 FT (7.9 M) WEST FROM A
 GD1488'12-INCH FORKED CEDAR TREE AND 0.6 FT (18.3 CM) WEST FROM A WITNESS
 GD1488'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0647 ***********************************************************************
 GC0647  DESIGNATION -  DRIFT
 GC0647  PID         -  GC0647
 GC0647  STATE/COUNTY-  TN/DAVIDSON
 GC0647  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0647
 GC0647                         *CURRENT SURVEY CONTROL
 GC0647  ___________________________________________________________________
 GC0647* NAD 83(1995)-  36 09 30.25219(N)    086 45 24.94433(W)     ADJUSTED  
 GC0647* NAVD 88     -       126.137  (meters)     413.83   (feet)  ADJUSTED  
 GC0647  ___________________________________________________________________
 GC0647  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GC0647  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0647  DYNAMIC HT  -         126.028 (meters)     413.48  (feet)  COMP
 GC0647  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GC0647
 GC0647  HORZ ORDER  -  THIRD
 GC0647  VERT ORDER  -  SECOND    CLASS 0
 GC0647
 GC0647.The horizontal coordinates were established by classical geodetic methods
 GC0647.and adjusted by the National Geodetic Survey in April 1999..
 GC0647
 GC0647.The orthometric height was determined by differential leveling
 GC0647.and adjusted by the National Geodetic Survey in June 1991..
 GC0647
 GC0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0647
 GC0647.The geoid height was determined by GEOID03.
 GC0647
 GC0647.The dynamic height is computed by dividing the NAVD 88
 GC0647.geopotential number by the normal gravity value computed on the
 GC0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0647.degrees latitude (g = 980.6199 gals.).
 GC0647
 GC0647.The modeled gravity was interpolated from observed gravity values.
 GC0647
 GC0647;                    North         East     Units Scale Factor Converg.
 GC0647;SPC TN       -   202,754.597   531,892.341   MT  0.99996437   -0 26 35.3
 GC0647;SPC TN       -   665,204.04  1,745,050.12   sFT  0.99996437   -0 26 35.3
 GC0647;UTM  16      - 4,001,545.300   521,863.538   MT  0.99960589   +0 08 36.3
 GC0647
 GC0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0647!SPC TN       -   0.99998480  x   0.99996437  =   0.99994917
 GC0647!UTM  16      -   0.99998480  x   0.99960589  =   0.99959070
 GC0647
 GC0647:                Primary Azimuth Mark                     Grid Az
 GC0647:SPC TN       -  NASHVILLE TVA MICROWAVE TOWER            105 07 01.5
 GC0647:UTM  16      -  NASHVILLE TVA MICROWAVE TOWER            104 31 49.9
 GC0647
 GC0647|---------------------------------------------------------------------|
 GC0647| PID    Reference Object                     Distance      Geod. Az  |
 GC0647|                                                           dddmmss.s |
 GC0647| GC2242 NASHVILLE TVA MICROWAVE TOWER       APPROX. 1.1 KM 1044026.2 |
 GC0647| GC0648 DRIFT RM 1                            9.474 METERS 23425     |
 GC0647| GC0651 HOWARD                              APPROX. 1.1 KM 2392200.3 |
 GC0647| GC2261 NASHVILLE CITY GEN HOSP STACK       APPROX. 0.8 KM 2590428.2 |
 GC0647| GC0646 DRIFT RM 2                            9.718 METERS 29052     |
 GC0647|---------------------------------------------------------------------|
 GC0647
 GC0647                          SUPERSEDED SURVEY CONTROL
 GC0647
 GC0647  NAD 83(1995)-  36 09 30.25421(N)    086 45 24.94641(W) AD(       ) 3
 GC0647  NAD 83(1995)-  36 09 30.25637(N)    086 45 24.94628(W) AD(       ) 3
 GC0647  NAD 83(1986)-  36 09 30.26233(N)    086 45 24.94741(W) AD(       ) 3
 GC0647  NAD 27      -  36 09 30.05740(N)    086 45 24.95300(W) AD(       ) 3
 GC0647  NGVD 29 (??/??/92)  126.157  (m)          413.90   (f) ADJ UNCH    2 0
 GC0647
 GC0647.Superseded values are not recommended for survey control.
 GC0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0647.See file dsdata.txt to determine how the superseded data were derived.
 GC0647
 GC0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2186401545(NAD 83)
 GC0647_MARKER: DS = TRIANGULATION STATION DISK
 GC0647_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0647_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0647_STAMPING: DRIFT 1959
 GC0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0647
 GC0647  HISTORY     - Date     Condition        Report By
 GC0647  HISTORY     - 1959     MONUMENTED       CGS
 GC0647  HISTORY     - 1960     GOOD             NGS
 GC0647
 GC0647                          STATION DESCRIPTION
 GC0647
 GC0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0647'THIS STATION IS LOCATED ABOUT 1.5 MILES EAST-SOUTHEAST OF THE
 GC0647'DOWNTOWN SECTION OF NASHVILLE, 3/4 MILE EAST OF THE CITY
 GC0647'GENERAL HOSPITAL, AND ON THE SOUTH BANK OF THE CUMBERLAND RIVER.
 GC0647'
 GC0647'TO REACH THE STATION FROM THE INTERSECTION OF HERMITAGE AVE. AND
 GC0647'MIDDLETON STREET (AT THE ENTRANCE TO THE CITY GENERAL HOSPITAL) GO
 GC0647'EAST ON HERMITAGE AVE. FOR 0.45 MILE TO DRIFTWOOD STREET.  TURN LEFT
 GC0647'ONTO DRIFTWOOD STREET AND GO 0.25 MILE TO A TRACK ROAD LEFT.
 GC0647'TURN LEFT, THENCE BACK RIGHT, AND GO 0.05 MILE TO A POWERLINE
 GC0647'TRANSMISSION TOWER.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE
 GC0647'STATION AS DESCRIBED.
 GC0647'
 GC0647'THE STATION MARK, A STANDARD DISK STAMPED DRIFT 1959, IS SECURED TO
 GC0647'THE TOP OF A 3-INCH STEEL PIPE THAT PROJECTS ABOUT 3 INCHES ABOVE
 GC0647'THE GROUND.  IT IS ABOUT 200 FEET EAST OF A TRANSMISSION TOWER, 75
 GC0647'FEET NORTHWEST OF A RAILROAD SPUR LINE, 20 FEET SOUTHWEST OF THE
 GC0647'WEST BANK OF A DRAW, AND 6 FEET SOUTHWEST OF A WITNESS SIGN.
 GC0647'
 GC0647'REFERENCE MARK 1, A STANDARD DISK STAMPED DRIFT NO. 1 1959, IS
 GC0647'SECURED TO THE TOP OF A 3-INCH STEEL PIPE THAT PROJECTS ABOUT 3
 GC0647'INCHES ABOVE THE GROUND.  IT IS ALMOST ON LINE WITH STATION TOWER.
 GC0647'
 GC0647'REFERENCE MARK 2, A STANDARD DISK STAMPED DRIFT NO. 2 1959, IS
 GC0647'SECURED TO THE TOP OF A 3-INCH STEEL PIPE THAT PROJECTS ABOUT 3
 GC0647'INCHES ABOVE THE GROUND.  IT IS ALMOST ON LINE WITH STATION HOWARD.
 GC0647'
 GC0647'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC0647
 GC0647                          STATION RECOVERY (1960)
 GC0647
 GC0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0647'AT NASHVILLE.
 GC0647'TO REACH THE STATION FROM THE INTERSECTION OF HERMITAGE AVE.
 GC0647'AND MIDDLETON STREET (AT THE ENTRANCE TO THE CITY GENERAL HOSPITAL)
 GC0647'GO EAST ON HERMITAGE AVE. FOR 0.45 MILE TO DRIFTWOOD STREET.
 GC0647'TURN LEFT ONTO DRIFTWOOD STREET AND GO 0.25 MILE TO A TRACK
 GC0647'ROAD LEFT.  TURN LEFT, THEN BACK RIGHT, AND GO 0.05 MILE TO A
 GC0647'POWER LINE TRAMSMISSION TOWER.  TURN RIGHT AND GO EAST FOR
 GC0647'0.15 MILE TO THE STATION.  THE STATION MARK IS 200 FT. EAST
 GC0647'OF A TRANSMISSION TOWER, 75 FT. NORTHWEST OF A RAILROAD SPUR LINE,
 GC0647'20 FT. SOUTHWEST OF THE WEST BANK OF A DRAW, AND 6 FT. SOUTHWEST
 GC0647'OF A WITNESS SIGN, BRAZED TO THE TOP OF A 3-INCH STEEL PIPE
 GC0647'THAT PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0648 ***********************************************************************
 GC0648  DESIGNATION -  DRIFT RM 1
 GC0648  PID         -  GC0648
 GC0648  STATE/COUNTY-  TN/DAVIDSON
 GC0648  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0648
 GC0648                         *CURRENT SURVEY CONTROL
 GC0648  ___________________________________________________________________
 GC0648* NAD 83(1986)-  36 09 30.     (N)    086 45 24.     (W)     SCALED    
 GC0648* NAVD 88     -       126.190  (meters)     414.01   (feet)  ADJUSTED  
 GC0648  ___________________________________________________________________
 GC0648  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0648  DYNAMIC HT  -         126.082 (meters)     413.65  (feet)  COMP
 GC0648  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GC0648
 GC0648  VERT ORDER  -  SECOND    CLASS 0
 GC0648
 GC0648.The horizontal coordinates were scaled from a topographic map and have
 GC0648.an estimated accuracy of +/- 6 seconds.
 GC0648
 GC0648.The orthometric height was determined by differential leveling
 GC0648.and adjusted by the National Geodetic Survey in June 1991..
 GC0648
 GC0648.The geoid height was determined by GEOID03.
 GC0648
 GC0648.The dynamic height is computed by dividing the NAVD 88
 GC0648.geopotential number by the normal gravity value computed on the
 GC0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0648.degrees latitude (g = 980.6199 gals.).
 GC0648
 GC0648.The modeled gravity was interpolated from observed gravity values.
 GC0648
 GC0648;                    North         East    Units  Estimated Accuracy
 GC0648;SPC TN       -   202,750.      531,920.      MT  (+/- 180 meters Scaled)
 GC0648
 GC0648                          SUPERSEDED SURVEY CONTROL
 GC0648
 GC0648  NGVD 29 (??/??/92)  126.210  (m)          414.07   (f) ADJ UNCH    2 0
 GC0648
 GC0648.Superseded values are not recommended for survey control.
 GC0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0648.See file dsdata.txt to determine how the superseded data were derived.
 GC0648
 GC0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF218015(NAD 83)
 GC0648_MARKER: DR = REFERENCE MARK DISK
 GC0648_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0648_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0648_STAMPING: DRIFT NO 1 1959
 GC0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0648
 GC0648  HISTORY     - Date     Condition        Report By
 GC0648  HISTORY     - 1959     MONUMENTED       CGS
 GC0648  HISTORY     - 1960     GOOD             NGS
 GC0648
 GC0648                          STATION DESCRIPTION
 GC0648
 GC0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0648'AT NASHVILLE.
 GC0648'THIS MARK IS LOCATED AT THE DRIFT 1959 STATION SITE, 31 FT.
 GC0648'SOUTHWEST OF THE STATION MARK, BRAZED TO THE TOP OF A 3-INCH
 GC0648'STEEL PIPE THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0646 ***********************************************************************
 GC0646  DESIGNATION -  DRIFT RM 2
 GC0646  PID         -  GC0646
 GC0646  STATE/COUNTY-  TN/DAVIDSON
 GC0646  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0646
 GC0646                         *CURRENT SURVEY CONTROL
 GC0646  ___________________________________________________________________
 GC0646* NAD 83(1986)-  36 09 30.     (N)    086 45 24.     (W)     SCALED    
 GC0646* NAVD 88     -       125.993  (meters)     413.36   (feet)  ADJUSTED  
 GC0646  ___________________________________________________________________
 GC0646  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0646  DYNAMIC HT  -         125.885 (meters)     413.01  (feet)  COMP
 GC0646  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GC0646
 GC0646  VERT ORDER  -  SECOND    CLASS 0
 GC0646
 GC0646.The horizontal coordinates were scaled from a topographic map and have
 GC0646.an estimated accuracy of +/- 6 seconds.
 GC0646
 GC0646.The orthometric height was determined by differential leveling
 GC0646.and adjusted by the National Geodetic Survey in June 1991..
 GC0646
 GC0646.The geoid height was determined by GEOID03.
 GC0646
 GC0646.The dynamic height is computed by dividing the NAVD 88
 GC0646.geopotential number by the normal gravity value computed on the
 GC0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0646.degrees latitude (g = 980.6199 gals.).
 GC0646
 GC0646.The modeled gravity was interpolated from observed gravity values.
 GC0646
 GC0646;                    North         East    Units  Estimated Accuracy
 GC0646;SPC TN       -   202,750.      531,920.      MT  (+/- 180 meters Scaled)
 GC0646
 GC0646                          SUPERSEDED SURVEY CONTROL
 GC0646
 GC0646  NGVD 29 (??/??/92)  126.013  (m)          413.43   (f) ADJ UNCH    2 0
 GC0646
 GC0646.Superseded values are not recommended for survey control.
 GC0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0646.See file dsdata.txt to determine how the superseded data were derived.
 GC0646
 GC0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF218015(NAD 83)
 GC0646_MARKER: DR = REFERENCE MARK DISK
 GC0646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0646_STAMPING: DRIFT NO 2 1959
 GC0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0646
 GC0646  HISTORY     - Date     Condition        Report By
 GC0646  HISTORY     - 1959     MONUMENTED       CGS
 GC0646  HISTORY     - 1960     GOOD             NGS
 GC0646
 GC0646                          STATION DESCRIPTION
 GC0646
 GC0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0646'AT NASHVILLE.
 GC0646'THIS MARK IS LOCATED AT THE DRIFT 1959 STATION SITE, 32 FT.
 GC0646'NORTHWEST OF THE STATION MARK, BRAZED TO THE TOP OF A 3-INCH
 GC0646'STEEL PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2562 ***********************************************************************
 GB2562  DESIGNATION -  DRILL
 GB2562  PID         -  GB2562
 GB2562  STATE/COUNTY-  TN/ROANE
 GB2562  USGS QUAD   -  WINDROCK (1975)
 GB2562
 GB2562                         *CURRENT SURVEY CONTROL
 GB2562  ___________________________________________________________________
 GB2562* NAD 83(1995)-  36 02 38.73747(N)    084 21 19.38757(W)     ADJUSTED  
 GB2562* NAVD 88     -       325.3    (meters)    1067.     (feet)  VERTCON   
 GB2562  ___________________________________________________________________
 GB2562  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 GB2562  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB2562
 GB2562  HORZ ORDER  -  SECOND
 GB2562
 GB2562.The horizontal coordinates were established by classical geodetic methods
 GB2562.and adjusted by the National Geodetic Survey in April 1999..
 GB2562
 GB2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2562
 GB2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2562
 GB2562.The geoid height was determined by GEOID03.
 GB2562
 GB2562;                    North         East     Units Scale Factor Converg.
 GB2562;SPC TN       -   191,052.972   748,188.294   MT  0.99995510   +0 57 46.2
 GB2562;SPC TN       -   626,812.96  2,454,681.09   sFT  0.99995510   +0 57 46.2
 GB2562;UTM  16      - 3,992,075.747   738,246.308   MT  1.00029945   +1 33 24.6
 GB2562
 GB2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2562!SPC TN       -   0.99995368  x   0.99995510  =   0.99990878
 GB2562!UTM  16      -   0.99995368  x   1.00029945  =   1.00025311
 GB2562
 GB2562|---------------------------------------------------------------------|
 GB2562| PID    Reference Object                     Distance      Geod. Az  |
 GB2562|                                                           dddmmss.s |
 GB2562| DB9214 DRILL RM 1                            6.706 METERS 05527     |
 GB2562| GB0749 DRILL AZ MK                                        2131605.9 |
 GB2562| DB9215 DRILL RM 2                           11.730 METERS 23649     |
 GB2562|---------------------------------------------------------------------|
 GB2562
 GB2562                          SUPERSEDED SURVEY CONTROL
 GB2562
 GB2562  NAD 83(1995)-  36 02 38.74459(N)    084 21 19.38743(W) AD(       ) 2
 GB2562  NAD 83(1995)-  36 02 38.74470(N)    084 21 19.38679(W) AD(       ) 2
 GB2562  NAD 83(1986)-  36 02 38.75068(N)    084 21 19.38555(W) AD(       ) 2
 GB2562  NAD 27      -  36 02 38.47179(N)    084 21 19.64891(W) AD(       ) 2
 GB2562  NGVD 29 (07/19/86)  325.4    (m)         1068.     (f) VERT ANG       
 GB2562
 GB2562.Superseded values are not recommended for survey control.
 GB2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2562.See file dsdata.txt to determine how the superseded data were derived.
 GB2562
 GB2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3824692076(NAD 83)
 GB2562_MARKER: DD = SURVEY DISK
 GB2562_SETTING: 66 = SET IN ROCK OUTCROP
 GB2562_SP_SET: SET INTO DRILL HOLE IN OUTCROP
 GB2562_STAMPING: DRILL 1964
 GB2562_MARK LOGO: TNHD  
 GB2562
 GB2562  HISTORY     - Date     Condition        Report By
 GB2562  HISTORY     - 1965     MONUMENTED       TNHD
 GB2562
 GB2562                          STATION DESCRIPTION
 GB2562
 GB2562'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2562'THE STATION IS LOCATED ABOUT 0.7 MILE SOUTHWEST OF DOWNTOWN OLIVER
 GB2562'SPRINGS.
 GB2562'
 GB2562'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 AND STATE
 GB2562'ROUTE 61 IN OLIVER
 GB2562'SPRINGS, GO 0.4 MILE SOUTHWEST ON STATE ROUTE 61 TO A PAVED
 GB2562'ROAD CENTRAL AVE.  ON THE
 GB2562'RIGHT, TURN RIGHT, NORTHWEST, AND GO 0.05
 GB2562'MILE TO THE INTERSECTION OF A PAVED ROAD,
 GB2562'TURN LEFT, SOUTHWEST, AND
 GB2562'GO 0.2 MILE TO THE WHITE FRAME HOUSE OF C.  ATKINSON ON THE
 GB2562'RIGHT AND ETT.
 GB2562'FROM THE HOUSE PACK UPHILL, NORTHWEST, FOR ABOUT 5 MINUTES TO
 GB2562'THE TOP OF A LARGE
 GB2562'OUTCROPPING ROCK BLUFF AND THE STATION.
 GB2562'
 GB2562'THE STATION MARK IS 23 FEET SOUTHWEST OF A WITNESS POST NAILED TO THE
 GB2562'LIMB OF A TREE AND 3
 GB2562'FEET NORTHWEST OF THE EDGE OF THE BLUFF.  IT IS A
 GB2562'STANDARD TENNESSEE HIGHWAY
 GB2562'DEPARTMENT DISK CEMENTED FLUSH IN A
 GB2562'DRILLED HOLE IN OUTCROPPING ROCK AND THE DISK
 GB2562'IS STAMPED DRILL 1964.
 GB2562'NO UNDERGROUND MARK WAS ESTABLISHED FOR THIS STATION.
 GB2562'
 GB2562'REFERENCE MARK NO. 1 IS 7.5 FEET SOUTHEAST OF A WITNESS POST NAILED
 GB2562'TO THE TREE LIMB, 4
 GB2562'FEET HIGHER THAN THE STATION AND 3 FEET NORTHWEST OF THE
 GB2562'EDGE OF THE BLUFF.  IT IS A
 GB2562'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2562'DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 GB2562'OUTCROPPING ROCK AND THE
 GB2562'DISK IS STAMPED DRILL RM-1 1964.
 GB2562'
 GB2562'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN THE STATION.  IT IS A
 GB2562'STANDARD TENNESSEE HIGHWAY
 GB2562'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 GB2562'OUTCROPPING ROCK AND THE DISK IS
 GB2562'STAMPED DRILL RM-2 1964.
 GB2562'
 GB2562'THE AZIMUTH MARK IS 18 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB2562'ROUTE 61 AND 1 FOOT
 GB2562'NORTHEAST OF THE WEST END OF THE NORTH HEADWALL OF A
 GB2562'12-INCH CULVERT.  IT IS A
 GB2562'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2562'CEMENTED FLUSH IN A DRILLED HOLE IN THE
 GB2562'HEADWALL AND THE DISK IS
 GB2562'STAMPED DRILL AZI 1964.
 GB2562'
 GB2562'TO REACH THE AZIMUTH MARK,* CONTINUE STRAIGHT AHEAD ON STATE ROUTE 61
 GB2562'FOR 1.15 MILES SOUTHWEST TO
 GB2562'THE MARK ON THE RIGHT AS DESCRIBED.
 GB2562'
 GB2562'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0749 ***********************************************************************
 GB0749  DESIGNATION -  DRILL AZ MK
 GB0749  PID         -  GB0749
 GB0749  STATE/COUNTY-  TN/ROANE
 GB0749  USGS QUAD   -  WINDROCK (1975)
 GB0749
 GB0749                         *CURRENT SURVEY CONTROL
 GB0749  ___________________________________________________________________
 GB0749* NAD 83(1986)-  36 01 55.     (N)    084 21 55.     (W)     SCALED    
 GB0749* NAVD 88     -       254.763  (meters)     835.83   (feet)  ADJUSTED  
 GB0749  ___________________________________________________________________
 GB0749  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 GB0749  DYNAMIC HT  -         254.532 (meters)     835.08  (feet)  COMP
 GB0749  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 GB0749
 GB0749  VERT ORDER  -  SECOND    CLASS 0
 GB0749
 GB0749.The horizontal coordinates were scaled from a topographic map and have
 GB0749.an estimated accuracy of +/- 6 seconds.
 GB0749
 GB0749.The orthometric height was determined by differential leveling
 GB0749.and adjusted by the National Geodetic Survey in June 1991..
 GB0749
 GB0749.The geoid height was determined by GEOID03.
 GB0749
 GB0749.The dynamic height is computed by dividing the NAVD 88
 GB0749.geopotential number by the normal gravity value computed on the
 GB0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0749.degrees latitude (g = 980.6199 gals.).
 GB0749
 GB0749.The modeled gravity was interpolated from observed gravity values.
 GB0749
 GB0749;                    North         East    Units  Estimated Accuracy
 GB0749;SPC TN       -   189,690.      747,320.      MT  (+/- 180 meters Scaled)
 GB0749
 GB0749                          SUPERSEDED SURVEY CONTROL
 GB0749
 GB0749  NGVD 29 (??/??/??)  254.93   (m)          836.4    (f) RESET       3  
 GB0749
 GB0749.Superseded values are not recommended for survey control.
 GB0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0749.See file dsdata.txt to determine how the superseded data were derived.
 GB0749
 GB0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE373907(NAD 83)
 GB0749_MARKER: DZ = AZIMUTH MARK DISK
 GB0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0749_SP_SET: CULVERT
 GB0749_STAMPING: DRILL AZI 1965
 GB0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0749
 GB0749  HISTORY     - Date     Condition        Report By
 GB0749  HISTORY     - 1965     MONUMENTED       TNHD
 GB0749  HISTORY     - 1967     MARK NOT FOUND   NGS
 GB0749
 GB0749                          STATION DESCRIPTION
 GB0749
 GB0749'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0749'1.6 MI SW FROM OLIVER SPRINGS.
 GB0749'FROM THE JUNCTION OF STATE ROUTE 62 AND STATE ROUTE 61 IN OLIVER
 GB0749'SPRINGS, GO 1.6 MILE SOUTHWEST ON STATE ROUTE 61 TO THE MARK ON
 GB0749'THE RIGHT, 18 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB0749'61 AND 1 FOOT NORTHEAST OF THE WEST END OF THE NORTH HEADWALL
 GB0749'OF A 12-INCH CULVERT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0749'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN THE HEADWALL,
 GB0749'STAMPED DRILL AZI 1965.
 GB0749
 GB0749                          STATION RECOVERY (1967)
 GB0749
 GB0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0345 ***********************************************************************
 GC0345  DESIGNATION -  DRIVE
 GC0345  PID         -  GC0345
 GC0345  STATE/COUNTY-  TN/SUMNER
 GC0345  USGS QUAD   -  LAGUARDO (1983)
 GC0345
 GC0345                         *CURRENT SURVEY CONTROL
 GC0345  ___________________________________________________________________
 GC0345* NAD 83(1986)-  36 21 45.     (N)    086 29 40.     (W)     SCALED    
 GC0345* NAVD 88     -       161.490  (meters)     529.82   (feet)  ADJUSTED  
 GC0345  ___________________________________________________________________
 GC0345  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0345  DYNAMIC HT  -         161.356 (meters)     529.38  (feet)  COMP
 GC0345  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GC0345
 GC0345  VERT ORDER  -  SECOND    CLASS 0
 GC0345
 GC0345.The horizontal coordinates were scaled from a topographic map and have
 GC0345.an estimated accuracy of +/- 6 seconds.
 GC0345
 GC0345.The orthometric height was determined by differential leveling
 GC0345.and adjusted by the National Geodetic Survey in June 1991..
 GC0345
 GC0345.The geoid height was determined by GEOID03.
 GC0345
 GC0345.The dynamic height is computed by dividing the NAVD 88
 GC0345.geopotential number by the normal gravity value computed on the
 GC0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0345.degrees latitude (g = 980.6199 gals.).
 GC0345
 GC0345.The modeled gravity was interpolated from observed gravity values.
 GC0345
 GC0345;                    North         East    Units  Estimated Accuracy
 GC0345;SPC TN       -   225,250.      555,630.      MT  (+/- 180 meters Scaled)
 GC0345
 GC0345                          SUPERSEDED SURVEY CONTROL
 GC0345
 GC0345  NGVD 29 (??/??/92)  161.563  (m)          530.06   (f) ADJ UNCH    2 0
 GC0345
 GC0345.Superseded values are not recommended for survey control.
 GC0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0345.See file dsdata.txt to determine how the superseded data were derived.
 GC0345
 GC0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF453242(NAD 83)
 GC0345_MARKER: DD = SURVEY DISK
 GC0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0345_STAMPING: DRIVE 1961
 GC0345_MARK LOGO: TNHD  
 GC0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0345+STABILITY: SURFACE MOTION
 GC0345
 GC0345  HISTORY     - Date     Condition        Report By
 GC0345  HISTORY     - 1961     MONUMENTED       TNHD
 GC0345
 GC0345                          STATION DESCRIPTION
 GC0345
 GC0345'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0345'3.2 MI SW FROM GALLATIN.
 GC0345'FROM THE COURTHOUSE AT GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY 31E
 GC0345'FOR 3.2 MILES TO THE STATION ON THE LEFT.  THE MARK IS 55 FEET
 GC0345'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 49 FEET NORTHWEST
 GC0345'OF A 48-INCH HACKBERRY TREE, 16 FEET NORTHWEST OF A FENCE, AND
 GC0345'15.1 FEET WEST OF A WITNESS POST, AND SET IN A 10-INCH SQUARE,
 GC0345'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2179 ***********************************************************************
 GC2179  DESIGNATION -  DRIVE
 GC2179  PID         -  GC2179
 GC2179  STATE/COUNTY-  TN/SUMNER
 GC2179  USGS QUAD   -  LAGUARDO (1983)
 GC2179
 GC2179                         *CURRENT SURVEY CONTROL
 GC2179  ___________________________________________________________________
 GC2179* NAD 83(1995)-  36 21 45.78467(N)    086 29 39.49593(W)     ADJUSTED  
 GC2179* NAVD 88     -       161.48   (+/-2cm)     529.8    (feet)  VERTCON   
 GC2179  ___________________________________________________________________
 GC2179  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 GC2179  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2179
 GC2179  HORZ ORDER  -  SECOND
 GC2179  VERT ORDER  -  THIRD ? (See Below)
 GC2179
 GC2179.The horizontal coordinates were established by classical geodetic methods
 GC2179.and adjusted by the National Geodetic Survey in April 1999..
 GC2179
 GC2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2179.The vertical order pertains to the NGVD 29 superseded value.
 GC2179
 GC2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2179
 GC2179.The geoid height was determined by GEOID03.
 GC2179
 GC2179;                    North         East     Units Scale Factor Converg.
 GC2179;SPC TN       -   225,274.247   555,637.268   MT  0.99999088   -0 17 21.8
 GC2179;SPC TN       -   739,087.26  1,822,953.27   sFT  0.99999088   -0 17 21.8
 GC2179;UTM  16      - 4,024,299.103   545,367.692   MT  0.99962536   +0 17 59.4
 GC2179
 GC2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2179!SPC TN       -   0.99997927  x   0.99999088  =   0.99997015
 GC2179!UTM  16      -   0.99997927  x   0.99962536  =   0.99960464
 GC2179
 GC2179:                Primary Azimuth Mark                     Grid Az
 GC2179:SPC TN       -  DRIVE AZ MK                              047 24 53.7
 GC2179:UTM  16      -  DRIVE AZ MK                              046 49 32.5
 GC2179
 GC2179|---------------------------------------------------------------------|
 GC2179| PID    Reference Object                     Distance      Geod. Az  |
 GC2179|                                                           dddmmss.s |
 GC2179| GC0344 DRIVE AZ MK                                        0470731.9 |
 GC2179| GC0346 DRIVE RM 1                           23.567 METERS 05423     |
 GC2179| GC2184 GALLATIN MUNICIPAL TANK             APPROX. 5.1 KM 0551121.1 |
 GC2179| GC2183 GALLATIN HOSPITAL WATER TANK        APPROX. 5.6 KM 0634830.5 |
 GC2179| GC2185 GALLATIN TEMPCO DISPATCH MAST       APPROX. 9.1 KM 0643708.1 |
 GC2179| GC2186 GALLATIN TN HWY DISPATCH MAST       APPROX. 8.8 KM 0644756.8 |
 GC2179| GC0347 DRIVE RM 2                           26.908 METERS 22542     |
 GC2179|---------------------------------------------------------------------|
 GC2179
 GC2179                          SUPERSEDED SURVEY CONTROL
 GC2179
 GC2179  NAD 83(1995)-  36 21 45.78605(N)    086 29 39.49742(W) AD(       ) 2
 GC2179  NAD 83(1995)-  36 21 45.79163(N)    086 29 39.50039(W) AD(       ) 2
 GC2179  NAD 83(1986)-  36 21 45.79391(N)    086 29 39.50034(W) AD(       ) 2
 GC2179  NAD 27      -  36 21 45.62950(N)    086 29 39.51880(W) AD(       ) 2
 GC2179  NGVD 29 (07/19/86)  161.56   (m)          530.1    (f) LEVELING    3  
 GC2179
 GC2179.Superseded values are not recommended for survey control.
 GC2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2179.See file dsdata.txt to determine how the superseded data were derived.
 GC2179
 GC2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4536824299(NAD 83)
 GC2179_MARKER: DD = SURVEY DISK
 GC2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2179
 GC2179  HISTORY     - Date     Condition        Report By
 GC2179  HISTORY     - 1961     MONUMENTED       TNHD
 GC2179
 GC2179                          STATION DESCRIPTION
 GC2179
 GC2179'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2179'THE STATION IS ABOUT 3.2 MILES SOUTHWEST OF GALLATIN.
 GC2179'
 GC2179'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO SOUTHWEST ON
 GC2179'U.S. HIGHWAY 31E FOR 3.2 MILES TO THE STATION ON THE LEFT AS
 GC2179'DESCRIBED.
 GC2179'
 GC2179'THE STATION IS 55 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GC2179'HIGHWAY 31E, 49 FEET NORTHWEST OF A 48-INCH HACKBERRY TREE, 16 FEET
 GC2179'NORTHWEST OF A FENCE, AND 15.1 FEET WEST OF A WITNESS POST.  THE
 GC2179'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2179'DEPARTMENT DISKS STAMPED DRIVE 1961.  THE UNDERGROUND MARK IS ABOUT 30
 GC2179'INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 GC2179'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2179'
 GC2179'REFERENCE MARK NO. 1 IS 63 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GC2179'OF U.S. HIGHWAY 31E, 10 FEET SOUTHWEST OF A TELEPHONE POLE
 GC2179'AND 7 FEET WEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2179'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC2179'AND THE DISK IS STAMPED DRIVE RM-1 1961.
 GC2179'
 GC2179'REFERENCE MARK NO. 2 IS 59 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GC2179'OF U.S. HIGHWAY 31E, 48 FEET SOUTHWEST OF A 48-INCH HACKBERRY TREE
 GC2179'AND 11 FEET NORTHWEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE
 GC2179'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, FLUSH, CONCRETE
 GC2179'MONUMENT, AND THE DISK IS STAMPED DRIVE RM-2 1961.
 GC2179'
 GC2179'THE AZIMUTH MARK IS 31 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GC2179'U.S. HIGHWAY 31E AND 5 FEET SOUTHEAST OF THE CORNER OF A BRIDGE.
 GC2179'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC2179'FLUSH IN A DRILLED HOLE, IN THE SIDEWALK OF THE BRIDGE AND THE DISK
 GC2179'IS STAMPED DRIVE AZI 1961.
 GC2179'
 GC2179'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON U.S.
 GC2179'HIGHWAY 31E FOR 0.7 MILE TO A BRIDGE AND THE MARK ON THE LEFT AS
 GC2179'DESCRIBED.
 GC2179'
 GC2179'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0344 ***********************************************************************
 GC0344  DESIGNATION -  DRIVE AZ MK
 GC0344  PID         -  GC0344
 GC0344  STATE/COUNTY-  TN/SUMNER
 GC0344  USGS QUAD   -  LAGUARDO (1983)
 GC0344
 GC0344                         *CURRENT SURVEY CONTROL
 GC0344  ___________________________________________________________________
 GC0344* NAD 83(1986)-  36 22 09.     (N)    086 29 07.     (W)     SCALED    
 GC0344* NAVD 88     -       141.407  (meters)     463.93   (feet)  ADJUSTED  
 GC0344  ___________________________________________________________________
 GC0344  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0344  DYNAMIC HT  -         141.290 (meters)     463.55  (feet)  COMP
 GC0344  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 GC0344
 GC0344  VERT ORDER  -  SECOND    CLASS 0
 GC0344
 GC0344.The horizontal coordinates were scaled from a topographic map and have
 GC0344.an estimated accuracy of +/- 6 seconds.
 GC0344
 GC0344.The orthometric height was determined by differential leveling
 GC0344.and adjusted by the National Geodetic Survey in June 1991..
 GC0344
 GC0344.The geoid height was determined by GEOID03.
 GC0344
 GC0344.The dynamic height is computed by dividing the NAVD 88
 GC0344.geopotential number by the normal gravity value computed on the
 GC0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0344.degrees latitude (g = 980.6199 gals.).
 GC0344
 GC0344.The modeled gravity was interpolated from observed gravity values.
 GC0344
 GC0344;                    North         East    Units  Estimated Accuracy
 GC0344;SPC TN       -   225,990.      556,450.      MT  (+/- 180 meters Scaled)
 GC0344
 GC0344                          SUPERSEDED SURVEY CONTROL
 GC0344
 GC0344  NGVD 29 (??/??/??)  141.51   (m)          464.3    (f) RESET       3  
 GC0344
 GC0344.Superseded values are not recommended for survey control.
 GC0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0344.See file dsdata.txt to determine how the superseded data were derived.
 GC0344
 GC0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF461250(NAD 83)
 GC0344_MARKER: DD = SURVEY DISK
 GC0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0344_SP_SET: BRIDGE
 GC0344_STAMPING: DRIVE AZI 1961
 GC0344_MARK LOGO: TNHD  
 GC0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0344
 GC0344  HISTORY     - Date     Condition        Report By
 GC0344  HISTORY     - 1961     MONUMENTED       TNHD
 GC0344
 GC0344                          STATION DESCRIPTION
 GC0344
 GC0344'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0344'2.5 MI SW FROM GALLATIN.
 GC0344'FROM THE COURTHOUSE AT GALLATIN, GO SOUTHWEST ON U.S. HIGHWAY 31E
 GC0344'FOR 2.5 MILES TO THE STATION ON THE RIGHT.  THE MARK IS 31 FEET
 GC0344'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 5 FEET SOUTHEAST
 GC0344'OF THE CORNER OF A BRIDGE, AND CEMENTED FLUSH IN A DRILLED HOLE
 GC0344'IN THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0346 ***********************************************************************
 GC0346  DESIGNATION -  DRIVE RM 1
 GC0346  PID         -  GC0346
 GC0346  STATE/COUNTY-  TN/SUMNER
 GC0346  USGS QUAD   -  LAGUARDO (1983)
 GC0346
 GC0346                         *CURRENT SURVEY CONTROL
 GC0346  ___________________________________________________________________
 GC0346* NAD 83(1986)-  36 21 45.     (N)    086 29 40.     (W)     SCALED    
 GC0346* NAVD 88     -       161.550  (meters)     530.02   (feet)  ADJUSTED  
 GC0346  ___________________________________________________________________
 GC0346  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0346  DYNAMIC HT  -         161.416 (meters)     529.58  (feet)  COMP
 GC0346  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GC0346
 GC0346  VERT ORDER  -  SECOND    CLASS 0
 GC0346
 GC0346.The horizontal coordinates were scaled from a topographic map and have
 GC0346.an estimated accuracy of +/- 6 seconds.
 GC0346
 GC0346.The orthometric height was determined by differential leveling
 GC0346.and adjusted by the National Geodetic Survey in June 1991..
 GC0346
 GC0346.The geoid height was determined by GEOID03.
 GC0346
 GC0346.The dynamic height is computed by dividing the NAVD 88
 GC0346.geopotential number by the normal gravity value computed on the
 GC0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0346.degrees latitude (g = 980.6199 gals.).
 GC0346
 GC0346.The modeled gravity was interpolated from observed gravity values.
 GC0346
 GC0346;                    North         East    Units  Estimated Accuracy
 GC0346;SPC TN       -   225,250.      555,630.      MT  (+/- 180 meters Scaled)
 GC0346
 GC0346                          SUPERSEDED SURVEY CONTROL
 GC0346
 GC0346  NGVD 29 (??/??/92)  161.623  (m)          530.26   (f) ADJ UNCH    2 0
 GC0346
 GC0346.Superseded values are not recommended for survey control.
 GC0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0346.See file dsdata.txt to determine how the superseded data were derived.
 GC0346
 GC0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF453242(NAD 83)
 GC0346_MARKER: DD = SURVEY DISK
 GC0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0346_STAMPING: DRIVE RM-1 1961
 GC0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0346+STABILITY: SURFACE MOTION
 GC0346
 GC0346  HISTORY     - Date     Condition        Report By
 GC0346  HISTORY     - 1961     MONUMENTED       TNHD
 GC0346
 GC0346                          STATION DESCRIPTION
 GC0346
 GC0346'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0346'3.2 MI SW FROM GALLATIN.
 GC0346'THIS MARK IS LOCATED AT THE DRIVE 1961 STATION SITE, 63 FEET
 GC0346'SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY 31E, 10 FEET SOUTHWEST OF
 GC0346'A TELEPHONE POLE AND 7 FEET WEST OF A FENCE.  THE MARK IS 77.3
 GC0346'FEET NORTHEAST OF THE STATION, AND SET IN A 10-INCH SQUARE,
 GC0346'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0347 ***********************************************************************
 GC0347  DESIGNATION -  DRIVE RM 2
 GC0347  PID         -  GC0347
 GC0347  STATE/COUNTY-  TN/SUMNER
 GC0347  USGS QUAD   -  LAGUARDO (1983)
 GC0347
 GC0347                         *CURRENT SURVEY CONTROL
 GC0347  ___________________________________________________________________
 GC0347* NAD 83(1986)-  36 21 45.     (N)    086 29 40.     (W)     SCALED    
 GC0347* NAVD 88     -       162.095  (meters)     531.81   (feet)  ADJUSTED  
 GC0347  ___________________________________________________________________
 GC0347  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0347  DYNAMIC HT  -         161.960 (meters)     531.36  (feet)  COMP
 GC0347  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GC0347
 GC0347  VERT ORDER  -  SECOND    CLASS 0
 GC0347
 GC0347.The horizontal coordinates were scaled from a topographic map and have
 GC0347.an estimated accuracy of +/- 6 seconds.
 GC0347
 GC0347.The orthometric height was determined by differential leveling
 GC0347.and adjusted by the National Geodetic Survey in June 1991..
 GC0347
 GC0347.The geoid height was determined by GEOID03.
 GC0347
 GC0347.The dynamic height is computed by dividing the NAVD 88
 GC0347.geopotential number by the normal gravity value computed on the
 GC0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0347.degrees latitude (g = 980.6199 gals.).
 GC0347
 GC0347.The modeled gravity was interpolated from observed gravity values.
 GC0347
 GC0347;                    North         East    Units  Estimated Accuracy
 GC0347;SPC TN       -   225,250.      555,630.      MT  (+/- 180 meters Scaled)
 GC0347
 GC0347                          SUPERSEDED SURVEY CONTROL
 GC0347
 GC0347  NGVD 29 (??/??/92)  162.168  (m)          532.05   (f) ADJ UNCH    2 0
 GC0347
 GC0347.Superseded values are not recommended for survey control.
 GC0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0347.See file dsdata.txt to determine how the superseded data were derived.
 GC0347
 GC0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF453242(NAD 83)
 GC0347_MARKER: DD = SURVEY DISK
 GC0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0347_STAMPING: DRIVE RM-2 1961
 GC0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0347+STABILITY: SURFACE MOTION
 GC0347
 GC0347  HISTORY     - Date     Condition        Report By
 GC0347  HISTORY     - 1961     MONUMENTED       TNHD
 GC0347
 GC0347                          STATION DESCRIPTION
 GC0347
 GC0347'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0347'3.2 MI SW FROM GALLATIN.
 GC0347'THIS MARK IS LOCATED AT THE DRIVE 1961 STATION SITE, 59 FEET
 GC0347'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 31E, 48 FEET SOUTHWEST
 GC0347'OF A 48-INCH HACKBERRY TREE AND 11 FEET NORTHWEST OF A FENCE.
 GC0347'THE MARK IS 88.3 FEET SOUTHWEST OF THE STATION, AND SET IN A
 GC0347'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0283 ***********************************************************************
 FC0283  DESIGNATION -  DRY
 FC0283  PID         -  FC0283
 FC0283  STATE/COUNTY-  TN/LOUDON
 FC0283  USGS QUAD   -  PHILADELPHIA (1974)
 FC0283
 FC0283                         *CURRENT SURVEY CONTROL
 FC0283  ___________________________________________________________________
 FC0283* NAD 83(1995)-  35 43 51.61489(N)    084 23 48.55509(W)     ADJUSTED  
 FC0283* NAVD 88     -       267.900  (meters)     878.94   (feet)  ADJUSTED  
 FC0283  ___________________________________________________________________
 FC0283  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FC0283  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0283  DYNAMIC HT  -         267.644 (meters)     878.10  (feet)  COMP
 FC0283  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0283
 FC0283  HORZ ORDER  -  SECOND
 FC0283  VERT ORDER  -  SECOND    CLASS 0
 FC0283
 FC0283.The horizontal coordinates were established by classical geodetic methods
 FC0283.and adjusted by the National Geodetic Survey in April 1999..
 FC0283
 FC0283.The orthometric height was determined by differential leveling
 FC0283.and adjusted by the National Geodetic Survey in June 1991..
 FC0283
 FC0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0283
 FC0283.The geoid height was determined by GEOID03.
 FC0283
 FC0283.The dynamic height is computed by dividing the NAVD 88
 FC0283.geopotential number by the normal gravity value computed on the
 FC0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0283.degrees latitude (g = 980.6199 gals.).
 FC0283
 FC0283.The modeled gravity was interpolated from observed gravity values.
 FC0283
 FC0283;                    North         East     Units Scale Factor Converg.
 FC0283;SPC TN       -   156,257.959   745,024.101   MT  0.99995001   +0 56 18.8
 FC0283;SPC TN       -   512,656.32  2,444,299.90   sFT  0.99995001   +0 56 18.8
 FC0283;UTM  16      - 3,957,238.205   735,438.496   MT  1.00028311   +1 31 15.3
 FC0283
 FC0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0283!SPC TN       -   0.99996275  x   0.99995001  =   0.99991276
 FC0283!UTM  16      -   0.99996275  x   1.00028311  =   1.00024585
 FC0283
 FC0283|---------------------------------------------------------------------|
 FC0283| PID    Reference Object                     Distance      Geod. Az  |
 FC0283|                                                           dddmmss.s |
 FC0283| FC0281 DRY RM 1                              8.287 METERS 00154     |
 FC0283| FC1672 JAMES                               APPROX. 2.5 KM 2380850.7 |
 FC0283| DE5090 DRY AZ MK                                          2473518.7 |
 FC0283| FC0282 DRY RM 2                              7.757 METERS 27247     |
 FC0283|---------------------------------------------------------------------|
 FC0283
 FC0283                          SUPERSEDED SURVEY CONTROL
 FC0283
 FC0283  NAD 83(1995)-  35 43 51.62162(N)    084 23 48.55468(W) AD(       ) 2
 FC0283  NAD 83(1986)-  35 43 51.62677(N)    084 23 48.55306(W) AD(       ) 2
 FC0283  NAD 27      -  35 43 51.36070(N)    084 23 48.81220(W) AD(       ) 2
 FC0283  NGVD 29 (??/??/92)  267.993  (m)          879.24   (f) ADJ UNCH    2 0
 FC0283
 FC0283.Superseded values are not recommended for survey control.
 FC0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0283.See file dsdata.txt to determine how the superseded data were derived.
 FC0283
 FC0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3543857238(NAD 83)
 FC0283_MARKER: DE = TRAVERSE STATION DISK
 FC0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0283_STAMPING: DRY 1961
 FC0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0283+STABILITY: SURFACE MOTION
 FC0283
 FC0283  HISTORY     - Date     Condition        Report By
 FC0283  HISTORY     - 1961     MONUMENTED       CGS
 FC0283  HISTORY     - 1961     GOOD             CGS
 FC0283  HISTORY     - 1965     GOOD             LOCSUR
 FC0283  HISTORY     - 1969     GOOD             CGS
 FC0283
 FC0283                          STATION DESCRIPTION
 FC0283
 FC0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0283'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LOUDON AND ABOUT 4
 FC0283'MILES NORTH OF PHILADELPHIA.
 FC0283'
 FC0283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0283'HIGHWAY 72, SOUTH OF THE BUSINESS DISTRICT IN LOUDON, GO WEST
 FC0283'ON STATE HIGHWAY 72 FOR 2.65 MILES TO A T ROAD ON THE LEFT, TURN LEFT
 FC0283'AND GO 0.5 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.8 MILE TO THE
 FC0283'STATION ON THE LEFT.
 FC0283'
 FC0283'THE STATION IS 14 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.6
 FC0283'FEET WEST OF A WITNESS POST AND SET IN A FENCE LINE.  IT IS A
 FC0283'STANDARD TRAVERSE DISK, FLUSH, AND IS STAMPED DRY 1961.
 FC0283'
 FC0283'REFERENCE MARK NO. 1 IS 14 FEET NORTH OF THE CENTER OF A GRAVELED
 FC0283'ROAD. IT IS A STANDARD DISK, FLUSH, AND IS STAMPED DRY NO. 1
 FC0283'1961.
 FC0283'
 FC0283'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF THE CENTER OF THE GRAVELED
 FC0283'ROAD AND 1 FOOT NORTH OF THE FENCE LINE. IT IS A STANDARD DISK,
 FC0283'FLUSH, AND IS STAMPED DRY NO. 2 1961.
 FC0283'
 FC0283'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 3
 FC0283'FEET NORTHEAST OF A LONE OAK TREE AND 1.8 FEET SOUTHEAST OF A
 FC0283'WITNESS POST. IT IS A STANDARD DISK, PROJECTING 2 INCHES, AND IS
 FC0283'STAMPED DRY 1961.
 FC0283'
 FC0283'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE GRAVELED
 FC0283'ROAD FOR 0.25 MILE TO THE AZIMUTH ON THE LEFT.
 FC0283'
 FC0283'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FC0283
 FC0283                          STATION RECOVERY (1961)
 FC0283
 FC0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0283'4.4 MI W FROM LOUDON.
 FC0283'FROM THE SOUTHERN RAILWAY DEPOT IN LOUDON, GO 0.5 MILES WEST
 FC0283'ON THE SOUTHERN RAILWAY TO AN OVERPASS, THEN GO 2.6 MILES
 FC0283'NORTHWEST ON STATE HIGHWAY 72 TO A T JUNCTION, THEN GO 0.5
 FC0283'MILE SOUTH ON A GRAVELED ROAD, THEN 0.8 MILE WEST ON A GRAVELED
 FC0283'ROAD.  THE STATION MARK IS 14 FT. SOUTH OF THE CENTER OF THE
 FC0283'GRAVELED ROAD, 2.6 FT. WEST OF A WITNESS SIGN AND SET IN A
 FC0283'FENCE LINE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 FC0283'WITH THE GROUND AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
 FC0283
 FC0283                          STATION RECOVERY (1965)
 FC0283
 FC0283'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965 (BHL)
 FC0283'LETTER OF B. H. LYON, UNITED AERIAL MAP, SAN ANTONIO, TEX. DATED
 FC0283'OCT. 18/65--STATION WAS RECOVERED IN GOOD CONDITION.
 FC0283
 FC0283                          STATION RECOVERY (1969)
 FC0283
 FC0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC0283'THIS STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FC0283'WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.  THE
 FC0283'AZIMUTH MARK HAS BEEN DESTROYED BY COUNTY ROAD GRADING EQUIPMENT AND
 FC0283'THE DISK WAS REMOVED.
 FC0283'
 FC0283'THIS ENTIRE STATION WILL EVENTUALLY BE DESTROYED BY CONSTRUCTION OF
 FC0283'A LARGE INTERCHANGE ALONG INTERSTATE ROUTE 75.  THERE IS NO POSSIBLE
 FC0283'PLACE TO MOVE THIS STATION EXCEPT ON THE SAME HILL AS IS THE SITE
 FC0283'FOR TRAVERSE STATION TS Z2 1961.  THE ORIGINAL TEMPORARY TRAVERSE
 FC0283'STATION TS Z2 1961 HAS NOW BEEN MADE A PERMANENT STATION AND WILL
 FC0283'SERVE FOR FUTURE CONTROL IN THE AREA WHEN DRY 1961 IS DESTROYED.
 FC0283'SEE DESCRIPTION FOR TS Z2 1961 1969.
 FC0283'
 FC0283'STATION DRY 1961 AND ITS REFERENCE MARKS ARE ALL BENCH MARKS, AND AS
 FC0283'THE STATION IS STILL BEING USED FOR BOTH HORIZONTAL AND VERTICAL
 FC0283'CONTROL FOR LOCATION SURVEYS BEING PERFORMED, THE STATION AND MARKS
 FC0283'WILL NOT BE DESTROYED UNTIL ACTUAL CONSTRUCTION BEGINS, AT WHICH
 FC0283'TIME THE DISK WILL BE RECLAIMED AND RECOVERY NOTES FOR THEIR
 FC0283'DESTRUCTION WRITTEN.
 FC0283'
 FC0283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 FC0283'SOUTHWEST OF LOUDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0663 ***********************************************************************
 FE0663  DESIGNATION -  DRY
 FE0663  PID         -  FE0663
 FE0663  STATE/COUNTY-  TN/HENDERSON
 FE0663  USGS QUAD   -  JUNO (1980)
 FE0663
 FE0663                         *CURRENT SURVEY CONTROL
 FE0663  ___________________________________________________________________
 FE0663* NAD 83(1995)-  35 44 28.58892(N)    088 34 29.55920(W)     ADJUSTED  
 FE0663* NAVD 88     -       172.315  (meters)     565.34   (feet)  ADJUSTED  
 FE0663  ___________________________________________________________________
 FE0663  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FE0663  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0663  DYNAMIC HT  -         172.162 (meters)     564.83  (feet)  COMP
 FE0663  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE0663
 FE0663  HORZ ORDER  -  THIRD
 FE0663  VERT ORDER  -  SECOND    CLASS 0
 FE0663
 FE0663.The horizontal coordinates were established by classical geodetic methods
 FE0663.and adjusted by the National Geodetic Survey in April 1999..
 FE0663
 FE0663.The orthometric height was determined by differential leveling
 FE0663.and adjusted by the National Geodetic Survey in June 1991..
 FE0663
 FE0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0663
 FE0663.The geoid height was determined by GEOID03.
 FE0663
 FE0663.The dynamic height is computed by dividing the NAVD 88
 FE0663.geopotential number by the normal gravity value computed on the
 FE0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0663.degrees latitude (g = 980.6199 gals.).
 FE0663
 FE0663.The modeled gravity was interpolated from observed gravity values.
 FE0663
 FE0663;                    North         East     Units Scale Factor Converg.
 FE0663;SPC TN       -   159,273.265   367,122.179   MT  0.99994971   -1 30 26.8
 FE0663;SPC TN       -   522,549.04  1,204,466.68   sFT  0.99994971   -1 30 26.8
 FE0663;UTM  16      - 3,956,396.057   357,592.108   MT  0.99984990   -0 55 12.3
 FE0663
 FE0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0663!SPC TN       -   0.99997738  x   0.99994971  =   0.99992710
 FE0663!UTM  16      -   0.99997738  x   0.99984990  =   0.99982729
 FE0663
 FE0663:                Primary Azimuth Mark                     Grid Az
 FE0663:SPC TN       -  DRY AZ MK                                124 54 13.6
 FE0663:UTM  16      -  DRY AZ MK                                124 18 59.1
 FE0663
 FE0663|---------------------------------------------------------------------|
 FE0663| PID    Reference Object                     Distance      Geod. Az  |
 FE0663|                                                           dddmmss.s |
 FE0663| CG3953 DRY AZ MK                                          1232346.8 |
 FE0663| FE0664 DRY 2                                12.797 METERS 12324     |
 FE0663| FE0665 DRY RM 1                             25.423 METERS 19910     |
 FE0663| FE0657 LAW                                 APPROX. 2.7 KM 2374227.2 |
 FE0663| FE0662 DRY RM 2                             22.402 METERS 26903     |
 FE0663|---------------------------------------------------------------------|
 FE0663
 FE0663                          SUPERSEDED SURVEY CONTROL
 FE0663
 FE0663  NAD 83(1995)-  35 44 28.59262(N)    088 34 29.56568(W) AD(       ) 3
 FE0663  NAD 83(1986)-  35 44 28.60000(N)    088 34 29.56033(W) AD(       ) 3
 FE0663  NAD 27      -  35 44 28.35790(N)    088 34 29.36900(W) AD(       ) 3
 FE0663  NGVD 29 (??/??/??)  172.343  (m)          565.43   (f) ADJUSTED    2 0
 FE0663
 FE0663.Superseded values are not recommended for survey control.
 FE0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0663.See file dsdata.txt to determine how the superseded data were derived.
 FE0663
 FE0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5759256396(NAD 83)
 FE0663_MARKER: DS = TRIANGULATION STATION DISK
 FE0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0663_STAMPING: DRY 1959
 FE0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0663+STABILITY: SURFACE MOTION
 FE0663
 FE0663  HISTORY     - Date     Condition        Report By
 FE0663  HISTORY     - 1959     MONUMENTED       CGS
 FE0663  HISTORY     - 1959     GOOD             CGS
 FE0663  HISTORY     - 1961     SEE DESCRIPTION  TNHD
 FE0663
 FE0663                          STATION DESCRIPTION
 FE0663
 FE0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0663'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF HUNTINGDON AND
 FE0663'ABOUT 15 MILES NORTHWEST OF JACKSON, 13 FEET SOUTH OF THE EDGE OF
 FE0663'A CULTIVATED FIELD, 13 FEET NORTHWEST OF THE EDGE OF A CULTIVATED
 FE0663'FIELD AND 3 FEET WEST OF A WITNESS POST. THE MARK IS A STANDARD
 FE0663'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST WITH AN
 FE0663'UNDERGROUND MARK, IS SET FLUSH WITH THE SURROUNDING SURFACE
 FE0663'AND IS STAMPED DRY 1959.
 FE0663'
 FE0663'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR GROVE, GO NORTH ON
 FE0663'U.S. HIGHWAY NO. 70 FOR 0.05 MILE TO THE INTERSECTION OF
 FE0663'STATE HIGHWAY NO. 104, TURN RIGHT, SOUTHEAST, ON STATE HIGHWAY NO.
 FE0663'104 FOR 7.65 MILES TO THE A.E.  DOUGLAS STORE AND A SIDE ROAD
 FE0663'ON THE RIGHT, TURN RIGHT, SOUTHWEST, ON A GRAVELED ROAD FOR 3.7 MILES
 FE0663'TO A DRIVEWAY ON THE RIGHT, TURN RIGHT, WEST, ON THE DRIVEWAY FOR 0.1
 FE0663'MILE TO THE WILLIAMS HOME, CONTINUE SOUTHWEST PASSING BY THE SOUTH
 FE0663'SIDE OF THE HOUSE AND GO THROUGH THE FARM YARD INTO A PASTURE. HERE
 FE0663'TURN RIGHT AND GO NORTHWEST, UP HILL, ON A TRACK ROAD FOR 0.25
 FE0663'MILE TO A WIRE GATE IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND
 FE0663'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED. PASS THROUGH THE WIRE
 FE0663'GATE AND CONTINUE NORTHWEST ALONG A TRACK ROAD AROUND THE EDGE OF A
 FE0663'CULTIVATED FIELD FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 FE0663'
 FE0663'REFERENCE MARK NO. 1 IS 29 FEET WEST OF THE EDGE OF A CULTIVATED
 FE0663'FIELD AND 30 FEET NORTH OF THE EDGE OF A CULTIVATED FIELD. IT IS
 FE0663'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, IS SET FLUSH
 FE0663'WITH THE SURROUNDING SURFACE AND IS STAMPED DRY NO 1 1959.
 FE0663'
 FE0663'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF THE EDGE OF A CULTIVATED
 FE0663'FIELD. IT IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 FE0663'IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED DRY NO 2
 FE0663'1959.
 FE0663'
 FE0663'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FE0663'90.50 FEET.
 FE0663'
 FE0663'THE AZIMUTH MARK IS 100 YARDS NORTH OF A WIRE GATE, 3 FEET NORTH OF A
 FE0663'WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE. IT IS A
 FE0663'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, IS SET FLUSH
 FE0663'WITH THE SURROUNDING SURFACE AND IS STAMPED DRY 1959.
 FE0663
 FE0663                          STATION RECOVERY (1959)
 FE0663
 FE0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0663'21.2 MI SW FROM YUMA.
 FE0663'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0663'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON A
 FE0663'GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT AND
 FE0663'A GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO A
 FE0663'DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0663'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES EAST
 FE0663'AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILE NORTHWEST ON STATE
 FE0663'HIGHWAY 104, THENCE 3.7 MILES SOUTHWEST ON A GRAVELED ROAD TO A
 FE0663'DRIVEWAY ON THE RIGHT, GO WEST ON THE DRIVEWAY FOR 0.1 MILE TO THE
 FE0663'WILLIAMS HOME, CONTINUE SOUTHWEST PASSING BY THE SOUTH SIDE OF
 FE0663'THE HOUSE AND GO THROUGH THE FARM YARD INTO PASTURE, HERE TURN
 FE0663'RIGHT AND GO NORTHWEST, UP A HILL, ON A TRACK FOR 0.25 MILE TO A
 FE0663'WIRE GATE IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD, CONTINUE
 FE0663'NORTHWEST AROUND THE EDGE OF A CULTIVATED FIELD FOR 0.15 MILE,
 FE0663'13 FT. SOUTH OF THE EDGE OF A CULTIVATED FIELD, 13 FT. NORTHWEST
 FE0663'OF THE EDGE OF THE EDGE OF A CULTIVATED FIELD, 3 FT. WEST OF A
 FE0663'WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE0663'GROUND.
 FE0663
 FE0663                          STATION RECOVERY (1961)
 FE0663
 FE0663'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE0663'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE0663'THE ORIGINAL TO-REACH IS COMPLETELY ADEQUATE.
 FE0663'
 FE0663'DUE TO CHANGES IN THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, THE
 FE0663'ORIGINAL STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE
 FE0663'MARK NO. 2, WOULD BE DESTROYED BY CONSTRUCTION.
 FE0663'
 FE0663'A NEW STATION, DRY 2 1961, REFERENCE MARK NO. 3, AND REFERENCE MARK
 FE0663'NO. 4, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY CONTROL SURVEYS
 FE0663'PARTY THIS DATE. SEE THE NEW DESCRIPTION THEREOF. THE ORIGINAL
 FE0663'AZIMUTH MARK DRY 1959 WAS RETAINED.
 FE0663'
 FE0663'THE NEW STATION WAS ESTABLISHED ON LINE BETWEEN THE OLD STATION AND
 FE0663'THE AZIMUTH MARK.
 FE0663'
 FE0663'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE0663'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARKS, THE
 FE0663'OLD SURFACE MARK FOR STATION DRY 1959, REFERENCE MARK NO. 1 1959, AND
 FE0663'REFERENCE MARK NO. 2 1959 WERE DESTROYED, AND THE DISK
 FE0663'REMOVED FOR SUBMISSION TO THE COAST AND GEODETIC SURVEY OFFICE.
 FE0663'
 FE0663'WITH THE EXCEPTION OF THE UNDERGROUND STATION MARK DRY 1959, WHICH
 FE0663'WAS NOT DISTURBED, THE ORIGINAL STATION DRY 1959 SHALL BE
 FE0663'CONSIDERED NONEXISTENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2089 ***********************************************************************
 EE2089  DESIGNATION -  DRY
 EE2089  PID         -  EE2089
 EE2089  STATE/COUNTY-  TN/HAMILTON
 EE2089  USGS QUAD   -  HOOKER (1982)
 EE2089
 EE2089                         *CURRENT SURVEY CONTROL
 EE2089  ___________________________________________________________________
 EE2089* NAD 83(1995)-  34 59 58.20379(N)    085 24 48.53788(W)     ADJUSTED  
 EE2089* NAVD 88     -       601.4    (meters)    1973.     (feet)  VERTCON   
 EE2089  ___________________________________________________________________
 EE2089  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 EE2089  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE2089
 EE2089  HORZ ORDER  -  SECOND
 EE2089
 EE2089.The horizontal coordinates were established by classical geodetic methods
 EE2089.and adjusted by the National Geodetic Survey in April 1999..
 EE2089
 EE2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2089
 EE2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2089
 EE2089.The geoid height was determined by GEOID03.
 EE2089
 EE2089;                    North         East     Units Scale Factor Converg.
 EE2089;SPC TN       -    74,073.219   653,544.963   MT  1.00005364   +0 20 36.1
 EE2089;SPC TN       -   243,021.89  2,144,172.10   sFT  1.00005364   +0 20 36.1
 EE2089;SPC GA W     -   555,079.044   586,188.034   MT  1.00005959   -0 42 54.8
 EE2089;SPC GA W     - 1,821,121.83  1,923,185.24   sFT  1.00005959   -0 42 54.8
 EE2089;UTM  16      - 3,874,137.609   644,779.586   MT  0.99985834   +0 54 36.5
 EE2089
 EE2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2089!SPC TN       -   0.99991021  x   1.00005364  =   0.99996385
 EE2089!SPC GA W     -   0.99991021  x   1.00005959  =   0.99996980
 EE2089!UTM  16      -   0.99991021  x   0.99985834  =   0.99976857
 EE2089
 EE2089|---------------------------------------------------------------------|
 EE2089| PID    Reference Object                     Distance      Geod. Az  |
 EE2089|                                                           dddmmss.s |
 EE2089| CG5700 DRY RM 1                             16.938 METERS 02339     |
 EE2089| CG5699 DRY AZ MK                                          0280807.3 |
 EE2089| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX. 5.1 KM 1364547.5 |
 EE2089| CG5701 DRY RM 2                             17.739 METERS 25250     |
 EE2089|---------------------------------------------------------------------|
 EE2089
 EE2089                          SUPERSEDED SURVEY CONTROL
 EE2089
 EE2089  NAD 83(1995)-  34 59 58.20362(N)    085 24 48.53815(W) AD(       ) 2
 EE2089  NAD 83(1995)-  34 59 58.20426(N)    085 24 48.53981(W) AD(       ) 2
 EE2089  NAD 83(1995)-  34 59 58.20498(N)    085 24 48.53802(W) AD(       ) 2
 EE2089  NAD 83(1986)-  34 59 58.20522(N)    085 24 48.53767(W) AD(       ) 2
 EE2089  NAD 27      -  34 59 57.93630(N)    085 24 48.68500(W) AD(       ) 2
 EE2089  NGVD 29 (07/19/86)  601.4    (m)         1973.     (f) VERT ANG       
 EE2089
 EE2089.Superseded values are not recommended for survey control.
 EE2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2089.See file dsdata.txt to determine how the superseded data were derived.
 EE2089
 EE2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4478074138(NAD 83)
 EE2089_MARKER: DE = TRAVERSE STATION DISK
 EE2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2089
 EE2089  HISTORY     - Date     Condition        Report By
 EE2089  HISTORY     - 1962     MONUMENTED       CGS
 EE2089
 EE2089                          STATION DESCRIPTION
 EE2089
 EE2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EE2089'THE STATION IS LOCATED ABOUT 6-3/4 MILES SOUTHWEST OF DOWNTOWN
 EE2089'CHATTANOOGA, ABOUT 3-1/2 MILES WEST OF LOOKOUT MOUNTAIN AND ABOUT 1
 EE2089'MILE NORTH OF THE GEORGIA-TENNESSEE STATE LINE ON THE PROPERTY OF
 EE2089'HIAWASSEE LAND CO.
 EE2089'
 EE2089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41, 11, 64
 EE2089'AND 72, JUST WEST OF TIFTONIA, GO NORTHWEST ON U.S. HIGHWAY 41 FOR
 EE2089'1.2 MILES TO A SIDE ROAD ON THE LEFT AND THE TENNESSEE HIGHWAY
 EE2089'PATROL BUILDING ON THE LEFT, TURN LEFT AND GO 0.05 MILE ON
 EE2089'COUNTY ROAD NO. S4416 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 EE2089'STRAIGHT AHEAD FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT, TURN SHARP
 EE2089'RIGHT ON A GRAVELED ROAD AND GO 0.05 MILE TO A FORK, KEEP LEFT
 EE2089'CROSSING A CREEK THEN TURN SHARP RIGHT AND FOLLOW MOUNTAIN ROAD FOR
 EE2089'2.4 MILES TO THE TOP AND A SIDE ROAD ON THE LEFT, TURN LEFT ON A
 EE2089'TRACK ROAD AND GO 0.3 MILE TO THE STATION.
 EE2089'
 EE2089'THE STATION IS 26 FEET SOUTHEAST OF A 12-INCH TREE, 26 FEET NORTHEAST
 EE2089'OF A 14-INCH TREE, 21 FEET SOUTH OF AN 18-INCH TREE AND 1.7 FEET
 EE2089'NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE DISK
 EE2089'SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 5-INCHES, AND IS
 EE2089'STAMPED DRY 1962.
 EE2089'
 EE2089'REFERENCE MARK NO. 1 IS 22 FEET EAST OF A DIM TRACK ROAD SET ON THE
 EE2089'NORTHEAST SLOPE OF THE HILL ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 EE2089'IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 4
 EE2089'INCHES, AND IS STAMPED DRY NO 1 1962.
 EE2089'
 EE2089'REFERENCE MARK NO. 2 IS 43 FEET SOUTHEAST OF AN 18-INCH TREE SET ON
 EE2089'THE WESTERN SLOPE OF THE HILL ABOUT 2 FEET LOWER THAN THE STATION.
 EE2089'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT, PROJECTING
 EE2089'3 INCHES, AND IS STAMPED DRY NO 2 1962.
 EE2089'
 EE2089'THE AZIMUTH MARK IS 53.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 EE2089'POLICE BUILDING AND 24 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY
 EE2089'ROAD NO. S4416.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE
 EE2089'IN THE HEAD WALL OF A CULVERT ON THE SOUTH SIDE AND IS STAMPED DRY
 EE2089'1962.
 EE2089'
 EE2089'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1526 ***********************************************************************
 FD1526  DESIGNATION -  DRY
 FD1526  PID         -  FD1526
 FD1526  STATE/COUNTY-  TN/HICKMAN
 FD1526  USGS QUAD   -  LITTLELOT (1979)
 FD1526
 FD1526                         *CURRENT SURVEY CONTROL
 FD1526  ___________________________________________________________________
 FD1526* NAD 83(1995)-  35 51 39.62603(N)    087 22 05.97959(W)     ADJUSTED  
 FD1526* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 FD1526  ___________________________________________________________________
 FD1526  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FD1526  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD1526
 FD1526  HORZ ORDER  -  SECOND
 FD1526
 FD1526.The horizontal coordinates were established by classical geodetic methods
 FD1526.and adjusted by the National Geodetic Survey in April 1999..
 FD1526
 FD1526.The orthometric height was scaled from a topographic map.
 FD1526
 FD1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1526
 FD1526.The geoid height was determined by GEOID03.
 FD1526
 FD1526;                    North         East     Units Scale Factor Converg.
 FD1526;SPC TN       -   170,357.811   476,420.794   MT  0.99994851   -0 48 03.9
 FD1526;SPC TN       -   558,915.58  1,563,057.22   sFT  0.99994851   -0 48 03.9
 FD1526;UTM  16      - 3,968,594.921   466,745.277   MT  0.99961363   -0 12 56.8
 FD1526
 FD1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1526!SPC TN       -   0.99996020  x   0.99994851  =   0.99990872
 FD1526!UTM  16      -   0.99996020  x   0.99961363  =   0.99957385
 FD1526
 FD1526|---------------------------------------------------------------------|
 FD1526| PID    Reference Object                     Distance      Geod. Az  |
 FD1526|                                                           dddmmss.s |
 FD1526| CG5696 DRY RM 2                             83.165 METERS 03950     |
 FD1526| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.12.4 KM 0480242.6 |
 FD1526| CG5693 DRY AZ MK                                          0603251.7 |
 FD1526| CG5694 DRY AZ MK RESET                                    2240512.4 |
 FD1526| FD1528 CENTERVILLE ST FOREST LOT HR 1      APPROX.11.8 KM 2402712.1 |
 FD1526| CG5695 DRY RM 1                             39.505 METERS 26356     |
 FD1526| FD1617 SPOT                                APPROX.18.2 KM 2822859.7 |
 FD1526|---------------------------------------------------------------------|
 FD1526
 FD1526                          SUPERSEDED SURVEY CONTROL
 FD1526
 FD1526  NAD 83(1995)-  35 51 39.62815(N)    087 22 05.98274(W) AD(       ) 2
 FD1526  NAD 83(1986)-  35 51 39.63682(N)    087 22 05.98194(W) AD(       ) 2
 FD1526  NAD 27      -  35 51 39.40200(N)    087 22 05.93800(W) AD(       ) 2
 FD1526
 FD1526.Superseded values are not recommended for survey control.
 FD1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1526.See file dsdata.txt to determine how the superseded data were derived.
 FD1526
 FD1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6674568595(NAD 83)
 FD1526_MARKER: DS = TRIANGULATION STATION DISK
 FD1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1526
 FD1526  HISTORY     - Date     Condition        Report By
 FD1526  HISTORY     - 1934     MONUMENTED       CGS
 FD1526  HISTORY     - 1953     GOOD             CGS
 FD1526
 FD1526                          STATION DESCRIPTION
 FD1526
 FD1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1526'ABOUT 7.5 MILES NORTHEAST OF CENTERVILLE, 6 MILES EAST OF NUNNELLY,
 FD1526'33 FEET SOUTHEAST
 FD1526'OF CENTER OF ROUTE 100, ABOUT OPPOSITE CENTER OF
 FD1526'LONG CURVE IN HIGHWAY WHICH IS
 FD1526'CONCAVE TO SOUTHEAST, ON BANK ABOUT 5
 FD1526'FEET HIGHER THAN HIGHWAY, ABOUT 43 FEET SOUTHWEST
 FD1526'OF 6-INCH OAK WITH
 FD1526'TRIANGULAR BLAZE, AND 6 FEET SOUTHEAST OF STATE HIGHWAY BOUNDARY
 FD1526'MARKER.  TO REACH
 FD1526'FROM COURTHOUSE IN CENTERVILLE, FOLLOW ROUTE 100
 FD1526'NORTHEAST 4.9 MILES TO JUNCTION WITH
 FD1526'ROUTE 48 AND CONTINUE 1.1 MILES
 FD1526'ON ROUTE 100 TO STATION ON RIGHT.  EASLEY BROS ESSO
 FD1526'STATION IS 0.7
 FD1526'MILE BEYOND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1526'STATION DISKS IN
 FD1526'CONCRETE.  REFERENCE AND AZIMUTH
 FD1526'MARKS ARE STANDARD REFERENCE DISKS
 FD1526'IN CONCRETE.  NO 1 IS ON
 FD1526'FENCE LINE, 32 FEET NORTHWEST OF CENTER OF ROAD, AND
 FD1526'129.6 FEET FROM
 FD1526'STATION.  NO 2 IS 45 FEET NORTHWEST OF
 FD1526'CENTER OF ROAD AND
 FD1526'272.8 FEET FROM STATION.
 FD1526'AZIMUTH MARK IS 30 FEET NORTHWEST OF
 FD1526'CENTER OF ROUTE 100, ABOUT 25
 FD1526'FEET SOUTHWEST OF NARROW-GAGE RAILROAD, 4 FEET
 FD1526'SOUTHWEST OF SOUTHWEST
 FD1526'FACE OF RAILROAD WATCHMANS SHANTY, AND 0.15 MILE FROM STATION.
 FD1526
 FD1526                          STATION RECOVERY (1953)
 FD1526
 FD1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1526'STATION WAS RECOVERED AS DESCRIBED AND STATION MARK AND REFERENCE
 FD1526'MARKS WERE FOUND IN GOOD
 FD1526'CONDITION.  THE AZIMUTH MARK WAS DESTROYED AND A NEW
 FD1526'ONE WAS SET BY THIS PARTY.
 FD1526'DISTANCE AND DIRECTION TO THE REFERENCE
 FD1526'MARKS CHECKED.  THE OLD DESCRIPTION IS
 FD1526'ADEQUATE WITH THE EXCEPTION OF
 FD1526'THE FOLLOWING.
 FD1526'
 FD1526'THE AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF THE STATION.  IT IS 26
 FD1526'FEET NORTHWEST OF
 FD1526'THE CENTER OF STATE HIGHWAY 100, 12 FEET NORTH OF THE
 FD1526'CENTER OF AN ENTRANCE DRIVE AND
 FD1526'2 FEET NORTH OF A WHITE WITNESS POST.
 FD1526'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FD1526'DRY 1934 RESET 1953.
 FD1526'
 FD1526'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0664 ***********************************************************************
 FE0664  DESIGNATION -  DRY 2
 FE0664  PID         -  FE0664
 FE0664  STATE/COUNTY-  TN/HENDERSON
 FE0664  USGS QUAD   -  JUNO (1980)
 FE0664
 FE0664                         *CURRENT SURVEY CONTROL
 FE0664  ___________________________________________________________________
 FE0664* NAD 83(1995)-  35 44 28.36037(N)    088 34 29.13401(W)     ADJUSTED  
 FE0664* NAVD 88     -       171.54   (+/-2cm)     562.8    (feet)  VERTCON   
 FE0664  ___________________________________________________________________
 FE0664  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FE0664  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0664
 FE0664  HORZ ORDER  -  SECOND
 FE0664  VERT ORDER  -  THIRD (See Below)
 FE0664
 FE0664.The horizontal coordinates were established by classical geodetic methods
 FE0664.and adjusted by the National Geodetic Survey in April 1999..
 FE0664
 FE0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0664.The vertical order pertains to the NGVD 29 superseded value.
 FE0664
 FE0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0664
 FE0664.The geoid height was determined by GEOID03.
 FE0664
 FE0664;                    North         East     Units Scale Factor Converg.
 FE0664;SPC TN       -   159,265.943   367,132.674   MT  0.99994971   -1 30 26.5
 FE0664;SPC TN       -   522,525.01  1,204,501.11   sFT  0.99994971   -1 30 26.5
 FE0664;UTM  16      - 3,956,388.843   357,602.675   MT  0.99984987   -0 55 12.0
 FE0664
 FE0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0664!SPC TN       -   0.99997751  x   0.99994971  =   0.99992722
 FE0664!UTM  16      -   0.99997751  x   0.99984987  =   0.99982738
 FE0664
 FE0664|---------------------------------------------------------------------|
 FE0664| PID    Reference Object                     Distance      Geod. Az  |
 FE0664|                                                           dddmmss.s |
 FE0664| FE0666 DRY 2 RM 3                           12.108 METERS 05811     |
 FE0664| CG3953 DRY AZ MK                                          1232344.6 |
 FE0664| FE0667 DRY 2 RM 4                           19.905 METERS 23636     |
 FE0664| FE0663 DRY                                  12.797 METERS 30324     |
 FE0664|---------------------------------------------------------------------|
 FE0664
 FE0664                          SUPERSEDED SURVEY CONTROL
 FE0664
 FE0664  NAD 83(1995)-  35 44 28.36406(N)    088 34 29.14048(W) AD(       ) 2
 FE0664  NAD 83(1986)-  35 44 28.37144(N)    088 34 29.13514(W) AD(       ) 2
 FE0664  NAD 27      -  35 44 28.12930(N)    088 34 28.94380(W) AD(       ) 2
 FE0664  NGVD 29 (??/??/??)  171.57   (m)          562.9    (f) RESET       3  
 FE0664
 FE0664.Superseded values are not recommended for survey control.
 FE0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0664.See file dsdata.txt to determine how the superseded data were derived.
 FE0664
 FE0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5760356389(NAD 83)
 FE0664_MARKER: DE = TRAVERSE STATION DISK
 FE0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0664_STAMPING: DRY 2 1961
 FE0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0664+STABILITY: SURFACE MOTION
 FE0664
 FE0664  HISTORY     - Date     Condition        Report By
 FE0664  HISTORY     - 1961     MONUMENTED       TNHD
 FE0664  HISTORY     - 1961     GOOD             CGS
 FE0664
 FE0664                          STATION DESCRIPTION
 FE0664
 FE0664'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 FE0664'THE STATION IS LOCATED ALONG THE EAST EDGE OF INTERSTATE HIGHWAY 40,
 FE0664'ABOUT 20 MILES SOUTHWEST OF HUNTINGDON AND 15 MILES NORTHEAST OF
 FE0664'JACKSON.
 FE0664'
 FE0664'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL COMMUNITY OF
 FE0664'CEDAR GROVE, GO NORTH ON U.S. HIGHWAY 70 FOR 0.05 MILE TO THE
 FE0664'INTERSECTION OF STATE ROUTE 104. HERE TURN RIGHT, SOUTHEAST, ON STATE
 FE0664'ROUTE 104 FOR 7.65 MILES TO THE A.E. DOUGLAS STORE, AND A SIDE
 FE0664'ROAD ON THE RIGHT, TURN RIGHT, SOUTHWEST, ON A GRAVELED ROAD FOR 3.7
 FE0664'MILES TO A FARM DRIVEWAY ON THE RIGHT. HERE TURN RIGHT ON THE
 FE0664'DRIVEWAY AND GO WESTERLY FOR 0.1 MILE TO THE WILLIAMS FARM HOME,
 FE0664'CONTINUE ON DRIVEWAY, PASSING THE SOUTH SIDE OF THE HOUSE AND GO
 FE0664'THROUGH THE FARM YARD INTO A PASTURE. HERE TURN RIGHT AND GO
 FE0664'NORTHWESTERLY, UPHILL, ON A TRACK ROAD FOR 0.25 MILE TO A WIRE GATE
 FE0664'IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND THE AZIMUTH MARK
 FE0664'DRY 1959 ON THE RIGHT AS DESCRIBED. PASS THROUGH THE WIRE GATE AND
 FE0664'CONTINUE NORTHWESTERLY AROUND THE EDGE OF THE FIELD FOR 0.15 MILE
 FE0664'AND THE STATION AS DESCRIBED.
 FE0664'
 FE0664'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DRY 2 1961, SET
 FE0664'IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS ABOUT 1 FOOT
 FE0664'WEST OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 3.8 FEET
 FE0664'SOUTH-SOUTHWEST OF A WITNESS POST.
 FE0664'
 FE0664'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED DRY 2 NO 3 1961,
 FE0664'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS ABOUT 1
 FE0664'FOOT WEST OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 36 FEET
 FE0664'NORTHEAST OF A WITNESS POST.
 FE0664'
 FE0664'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED DRY 2 NO 4 1961,
 FE0664'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT IS ABOUT 1 FOOT
 FE0664'WEST OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 43 FEET
 FE0664'SOUTHWEST OF A WITNESS POST.
 FE0664'
 FE0664'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DRY 1959, SET IN A
 FE0664'FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT IS ABOUT 100 YARDS
 FE0664'NORTH OF A WIRE GATE, 3.0 FEET NORTH OF A WITNESS POST AND 1 FOOT
 FE0664'EAST OF A NORTH-SOUTH FENCE.
 FE0664'
 FE0664'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION DRY 1959
 FE0664'(NOW DESTROYED) AND DRY 2 1961 IS 41.99 FT.-12.797 M.
 FE0664
 FE0664                          STATION RECOVERY (1961)
 FE0664
 FE0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FE0664'3.8 MI S FROM YUMA.
 FE0664'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0664'RAILROAD FROM THE STATION AT YUMA, THENCE 1.85 MILES WEST AND
 FE0664'SOUTH ON A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN
 FE0664'ASPHALT AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED
 FE0664'ROAD TO A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO
 FE0664'A TRACK ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5
 FE0664'MILES EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILE
 FE0664'NORTHWEST ON STATE HIGHWAY 104, THENCE 3.7 MILES SOUTHWEST ON A
 FE0664'GRAVELED ROAD TO A DRIVEWAY ON THE RIGHT, GO WEST ON THE DRIVEWAY
 FE0664'FOR 0.1 MILE TO THE WILLIAMS HOME, CONTINUE SOUTHWEST PASSING
 FE0664'BY THE SOUTH SIDE OF THE HOUSE AND GO THROUGH THE FARM YARD INTO
 FE0664'PASTURE, HERE TURN RIGHT AND GO NORTHWEST, UP A HILL, ON A TRACK
 FE0664'ROAD FOR 0.25 MILE TO A WIRE GATE IN THE SOUTHEAST CORNER OF A
 FE0664'CULTIVATED FIELD.  THE STATION MARK IS SET IN A FLUSH, 10-INCH
 FE0664'SQUARE, CONCRETE MONUMENT.  IT IS ABOUT 1 FOOT WEST OF THE
 FE0664'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 3.8 FEET SOUTH-SOUTHWEST
 FE0664'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0666 ***********************************************************************
 FE0666  DESIGNATION -  DRY 2 RM 3
 FE0666  PID         -  FE0666
 FE0666  STATE/COUNTY-  TN/HENDERSON
 FE0666  USGS QUAD   -  JUNO (1980)
 FE0666
 FE0666                         *CURRENT SURVEY CONTROL
 FE0666  ___________________________________________________________________
 FE0666* NAD 83(1986)-  35 44 28.     (N)    088 34 29.     (W)     SCALED    
 FE0666* NAVD 88     -       171.69   (+/-2cm)     563.3    (feet)  VERTCON   
 FE0666  ___________________________________________________________________
 FE0666  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0666
 FE0666  VERT ORDER  -  THIRD (See Below)
 FE0666
 FE0666.The horizontal coordinates were scaled from a topographic map and have
 FE0666.an estimated accuracy of +/- 6 seconds.
 FE0666
 FE0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0666.The vertical order pertains to the NGVD 29 superseded value.
 FE0666
 FE0666.The geoid height was determined by GEOID03.
 FE0666
 FE0666;                    North         East    Units  Estimated Accuracy
 FE0666;SPC TN       -   159,260.      367,140.      MT  (+/- 180 meters Scaled)
 FE0666
 FE0666                          SUPERSEDED SURVEY CONTROL
 FE0666
 FE0666  NGVD 29 (??/??/??)  171.72   (m)          563.4    (f) RESET       3  
 FE0666
 FE0666.Superseded values are not recommended for survey control.
 FE0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0666.See file dsdata.txt to determine how the superseded data were derived.
 FE0666
 FE0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE576563(NAD 83)
 FE0666_MARKER: DR = REFERENCE MARK DISK
 FE0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0666_STAMPING: DRY 2 NO 3 1961
 FE0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0666+STABILITY: SURFACE MOTION
 FE0666
 FE0666  HISTORY     - Date     Condition        Report By
 FE0666  HISTORY     - 1961     MONUMENTED       TNHD
 FE0666
 FE0666                          STATION DESCRIPTION
 FE0666
 FE0666'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0666'AT YUMA.
 FE0666'THIS MARK IS LOCATED AT THE DRY 2 1961 STATION SITE, 1 FOOT WEST
 FE0666'OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 36 FEET NORTHWEST
 FE0666'OF A WITNESS POST, AND THE DISK IS SET IN THE TOP OF A CONCRETE
 FE0666'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0667 ***********************************************************************
 FE0667  DESIGNATION -  DRY 2 RM 4
 FE0667  PID         -  FE0667
 FE0667  STATE/COUNTY-  TN/HENDERSON
 FE0667  USGS QUAD   -  JUNO (1980)
 FE0667
 FE0667                         *CURRENT SURVEY CONTROL
 FE0667  ___________________________________________________________________
 FE0667* NAD 83(1986)-  35 44 28.     (N)    088 34 28.     (W)     SCALED    
 FE0667* NAVD 88     -       171.06   (+/-2cm)     561.2    (feet)  VERTCON   
 FE0667  ___________________________________________________________________
 FE0667  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0667
 FE0667  VERT ORDER  -  THIRD (See Below)
 FE0667
 FE0667.The horizontal coordinates were scaled from a topographic map and have
 FE0667.an estimated accuracy of +/- 6 seconds.
 FE0667
 FE0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0667.The vertical order pertains to the NGVD 29 superseded value.
 FE0667
 FE0667.The geoid height was determined by GEOID03.
 FE0667
 FE0667;                    North         East    Units  Estimated Accuracy
 FE0667;SPC TN       -   159,250.      367,160.      MT  (+/- 180 meters Scaled)
 FE0667
 FE0667                          SUPERSEDED SURVEY CONTROL
 FE0667
 FE0667  NGVD 29 (??/??/??)  171.09   (m)          561.3    (f) RESET       3  
 FE0667
 FE0667.Superseded values are not recommended for survey control.
 FE0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0667.See file dsdata.txt to determine how the superseded data were derived.
 FE0667
 FE0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE576563(NAD 83)
 FE0667_MARKER: DR = REFERENCE MARK DISK
 FE0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0667_STAMPING: DRY 2 NO 4 1961
 FE0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0667+STABILITY: SURFACE MOTION
 FE0667
 FE0667  HISTORY     - Date     Condition        Report By
 FE0667  HISTORY     - 1961     MONUMENTED       TNHD
 FE0667
 FE0667                          STATION DESCRIPTION
 FE0667
 FE0667'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0667'AT YUMA.
 FE0667'THIS MARK IS LOCATED AT THE DRY 2 1961 STATION SITE, 1 FOOT WEST
 FE0667'OF THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40 AND 43 FEET SOUTHWEST
 FE0667'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FE0667'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0281 ***********************************************************************
 FC0281  DESIGNATION -  DRY RM 1
 FC0281  PID         -  FC0281
 FC0281  STATE/COUNTY-  TN/LOUDON
 FC0281  USGS QUAD   -  PHILADELPHIA (1974)
 FC0281
 FC0281                         *CURRENT SURVEY CONTROL
 FC0281  ___________________________________________________________________
 FC0281* NAD 83(1986)-  35 43 51.     (N)    084 23 48.     (W)     SCALED    
 FC0281* NAVD 88     -       267.059  (meters)     876.18   (feet)  ADJUSTED  
 FC0281  ___________________________________________________________________
 FC0281  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0281  DYNAMIC HT  -         266.804 (meters)     875.34  (feet)  COMP
 FC0281  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0281
 FC0281  VERT ORDER  -  SECOND    CLASS 0
 FC0281
 FC0281.The horizontal coordinates were scaled from a topographic map and have
 FC0281.an estimated accuracy of +/- 6 seconds.
 FC0281
 FC0281.The orthometric height was determined by differential leveling
 FC0281.and adjusted by the National Geodetic Survey in June 1991..
 FC0281
 FC0281.The geoid height was determined by GEOID03.
 FC0281
 FC0281.The dynamic height is computed by dividing the NAVD 88
 FC0281.geopotential number by the normal gravity value computed on the
 FC0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0281.degrees latitude (g = 980.6199 gals.).
 FC0281
 FC0281.The modeled gravity was interpolated from observed gravity values.
 FC0281
 FC0281;                    North         East    Units  Estimated Accuracy
 FC0281;SPC TN       -   156,240.      745,040.      MT  (+/- 180 meters Scaled)
 FC0281
 FC0281                          SUPERSEDED SURVEY CONTROL
 FC0281
 FC0281  NGVD 29 (??/??/92)  267.152  (m)          876.48   (f) ADJ UNCH    2 0
 FC0281
 FC0281.Superseded values are not recommended for survey control.
 FC0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0281.See file dsdata.txt to determine how the superseded data were derived.
 FC0281
 FC0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE354572(NAD 83)
 FC0281_MARKER: DR = REFERENCE MARK DISK
 FC0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0281_STAMPING: DRY NO 1 1961
 FC0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0281+STABILITY: SURFACE MOTION
 FC0281
 FC0281  HISTORY     - Date     Condition        Report By
 FC0281  HISTORY     - 1961     MONUMENTED       CGS
 FC0281
 FC0281                          STATION DESCRIPTION
 FC0281
 FC0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0281'4.4 MI W FROM LOUDON.
 FC0281'THIS MARK IS LOCATED AT THE DRY 1961 STATION SITE, 27.2 FT.
 FC0281'NORTH OF THE STATION MARK, AND 14 FT. NORTH OF THE CENTER OF
 FC0281'THE GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0281'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0665 ***********************************************************************
 FE0665  DESIGNATION -  DRY RM 1
 FE0665  PID         -  FE0665
 FE0665  STATE/COUNTY-  TN/HENDERSON
 FE0665  USGS QUAD   -  JUNO (1980)
 FE0665
 FE0665                         *CURRENT SURVEY CONTROL
 FE0665  ___________________________________________________________________
 FE0665* NAD 83(1986)-  35 44 28.     (N)    088 34 29.     (W)     SCALED    
 FE0665* NAVD 88     -       170.896  (meters)     560.68   (feet)  ADJUSTED  
 FE0665  ___________________________________________________________________
 FE0665  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0665  DYNAMIC HT  -         170.744 (meters)     560.18  (feet)  COMP
 FE0665  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE0665
 FE0665  VERT ORDER  -  SECOND    CLASS 0
 FE0665
 FE0665.The horizontal coordinates were scaled from a topographic map and have
 FE0665.an estimated accuracy of +/- 6 seconds.
 FE0665
 FE0665.The orthometric height was determined by differential leveling
 FE0665.and adjusted by the National Geodetic Survey in June 1991..
 FE0665
 FE0665.The geoid height was determined by GEOID03.
 FE0665
 FE0665.The dynamic height is computed by dividing the NAVD 88
 FE0665.geopotential number by the normal gravity value computed on the
 FE0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0665.degrees latitude (g = 980.6199 gals.).
 FE0665
 FE0665.The modeled gravity was interpolated from observed gravity values.
 FE0665
 FE0665;                    North         East    Units  Estimated Accuracy
 FE0665;SPC TN       -   159,260.      367,140.      MT  (+/- 180 meters Scaled)
 FE0665
 FE0665                          SUPERSEDED SURVEY CONTROL
 FE0665
 FE0665  NGVD 29 (??/??/??)  170.923  (m)          560.77   (f) ADJUSTED    2 0
 FE0665
 FE0665.Superseded values are not recommended for survey control.
 FE0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0665.See file dsdata.txt to determine how the superseded data were derived.
 FE0665
 FE0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE576563(NAD 83)
 FE0665_MARKER: DR = REFERENCE MARK DISK
 FE0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0665_STAMPING: DRY NO 1 1959
 FE0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0665+STABILITY: SURFACE MOTION
 FE0665
 FE0665  HISTORY     - Date     Condition        Report By
 FE0665  HISTORY     - 1959     MONUMENTED       CGS
 FE0665  HISTORY     - 1959     GOOD             CGS
 FE0665
 FE0665                          STATION DESCRIPTION
 FE0665
 FE0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0665'21.2 MI SW FROM YUMA.
 FE0665'THIS MARK IS LOCATED AT THE STATION SITE, 83.4 FT. SOUTH OF THE
 FE0665'DRY 1959 STATION MARK, 29 FT. WEST OF THE EDGE OF A CULTIVATED
 FE0665'FIELD, 30 FT NORTH OF THE EDGE OF A CULTIVATED FIELD, A DISK SET
 FE0665'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0282 ***********************************************************************
 FC0282  DESIGNATION -  DRY RM 2
 FC0282  PID         -  FC0282
 FC0282  STATE/COUNTY-  TN/LOUDON
 FC0282  USGS QUAD   -  PHILADELPHIA (1974)
 FC0282
 FC0282                         *CURRENT SURVEY CONTROL
 FC0282  ___________________________________________________________________
 FC0282* NAD 83(1986)-  35 43 51.     (N)    084 23 48.     (W)     SCALED    
 FC0282* NAVD 88     -       267.124  (meters)     876.39   (feet)  ADJUSTED  
 FC0282  ___________________________________________________________________
 FC0282  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0282  DYNAMIC HT  -         266.868 (meters)     875.55  (feet)  COMP
 FC0282  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0282
 FC0282  VERT ORDER  -  SECOND    CLASS 0
 FC0282
 FC0282.The horizontal coordinates were scaled from a topographic map and have
 FC0282.an estimated accuracy of +/- 6 seconds.
 FC0282
 FC0282.The orthometric height was determined by differential leveling
 FC0282.and adjusted by the National Geodetic Survey in June 1991..
 FC0282
 FC0282.The geoid height was determined by GEOID03.
 FC0282
 FC0282.The dynamic height is computed by dividing the NAVD 88
 FC0282.geopotential number by the normal gravity value computed on the
 FC0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0282.degrees latitude (g = 980.6199 gals.).
 FC0282
 FC0282.The modeled gravity was interpolated from observed gravity values.
 FC0282
 FC0282;                    North         East    Units  Estimated Accuracy
 FC0282;SPC TN       -   156,240.      745,040.      MT  (+/- 180 meters Scaled)
 FC0282
 FC0282                          SUPERSEDED SURVEY CONTROL
 FC0282
 FC0282  NGVD 29 (??/??/92)  267.217  (m)          876.69   (f) ADJ UNCH    2 0
 FC0282
 FC0282.Superseded values are not recommended for survey control.
 FC0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0282.See file dsdata.txt to determine how the superseded data were derived.
 FC0282
 FC0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE354572(NAD 83)
 FC0282_MARKER: DR = REFERENCE MARK DISK
 FC0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0282_STAMPING: DRY NO 2 1961
 FC0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0282+STABILITY: SURFACE MOTION
 FC0282
 FC0282  HISTORY     - Date     Condition        Report By
 FC0282  HISTORY     - 1961     MONUMENTED       CGS
 FC0282
 FC0282                          STATION DESCRIPTION
 FC0282
 FC0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0282'4.4 MI W FROM LOUDON.
 FC0282'THIS MARK IS LOCATED AT THE DRY 1961 STATION SITE, 25.4 FT.
 FC0282'WEST OF THE STATION MARK, 14 FT. SOUTH OF THE CENTER OF THE
 FC0282'GRAVELED ROAD, AND 1 FT. NORTH OF A FENCE.  THE DISK IS SET IN
 FC0282'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 FT.
 FC0282'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0662 ***********************************************************************
 FE0662  DESIGNATION -  DRY RM 2
 FE0662  PID         -  FE0662
 FE0662  STATE/COUNTY-  TN/HENDERSON
 FE0662  USGS QUAD   -  JUNO (1980)
 FE0662
 FE0662                         *CURRENT SURVEY CONTROL
 FE0662  ___________________________________________________________________
 FE0662* NAD 83(1986)-  35 44 27.     (N)    088 34 29.     (W)     SCALED    
 FE0662* NAVD 88     -       171.970  (meters)     564.20   (feet)  ADJUSTED  
 FE0662  ___________________________________________________________________
 FE0662  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0662  DYNAMIC HT  -         171.817 (meters)     563.70  (feet)  COMP
 FE0662  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE0662
 FE0662  VERT ORDER  -  SECOND    CLASS 0
 FE0662
 FE0662.The horizontal coordinates were scaled from a topographic map and have
 FE0662.an estimated accuracy of +/- 6 seconds.
 FE0662
 FE0662.The orthometric height was determined by differential leveling
 FE0662.and adjusted by the National Geodetic Survey in June 1991..
 FE0662
 FE0662.The geoid height was determined by GEOID03.
 FE0662
 FE0662.The dynamic height is computed by dividing the NAVD 88
 FE0662.geopotential number by the normal gravity value computed on the
 FE0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0662.degrees latitude (g = 980.6199 gals.).
 FE0662
 FE0662.The modeled gravity was interpolated from observed gravity values.
 FE0662
 FE0662;                    North         East    Units  Estimated Accuracy
 FE0662;SPC TN       -   159,220.      367,140.      MT  (+/- 180 meters Scaled)
 FE0662
 FE0662                          SUPERSEDED SURVEY CONTROL
 FE0662
 FE0662  NGVD 29 (??/??/??)  171.998  (m)          564.30   (f) ADJUSTED    2 0
 FE0662
 FE0662.Superseded values are not recommended for survey control.
 FE0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0662.See file dsdata.txt to determine how the superseded data were derived.
 FE0662
 FE0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE576563(NAD 83)
 FE0662_MARKER: DR = REFERENCE MARK DISK
 FE0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0662_STAMPING: DRY NO 2 1959
 FE0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0662+STABILITY: SURFACE MOTION
 FE0662
 FE0662  HISTORY     - Date     Condition        Report By
 FE0662  HISTORY     - 1959     MONUMENTED       CGS
 FE0662  HISTORY     - 1959     GOOD             CGS
 FE0662
 FE0662                          STATION DESCRIPTION
 FE0662
 FE0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0662'21.2 MI SW FROM YUMA.
 FE0662'THIS MARK IS LOCATED AT THE DRY 1959 STATION SITE, 73.5 FT.
 FE0662'WEST OF THE STATION MARK, 14 FT. SOUTH OF THE EDGE OF A CULTIVATED
 FE0662'FIELD.  A DISK SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH
 FE0662'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1748 ***********************************************************************
 GA1748  DESIGNATION -  DSR 64
 GA1748  PID         -  GA1748
 GA1748  STATE/COUNTY-  TN/COCKE
 GA1748  USGS QUAD   -  RANKIN (1980)
 GA1748
 GA1748                         *CURRENT SURVEY CONTROL
 GA1748  ___________________________________________________________________
 GA1748* NAD 83(1986)-  36 02 26.     (N)    083 12 34.     (W)     SCALED    
 GA1748* NAVD 88     -       306.554  (meters)    1005.75   (feet)  ADJUSTED  
 GA1748  ___________________________________________________________________
 GA1748  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1748  DYNAMIC HT  -         306.267 (meters)    1004.81  (feet)  COMP
 GA1748  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA1748
 GA1748  VERT ORDER  -  FIRST     CLASS I
 GA1748
 GA1748.The horizontal coordinates were scaled from a topographic map and have
 GA1748.an estimated accuracy of +/- 6 seconds.
 GA1748
 GA1748.The orthometric height was determined by differential leveling
 GA1748.and adjusted by the National Geodetic Survey in June 1991..
 GA1748
 GA1748.The geoid height was determined by GEOID03.
 GA1748
 GA1748.The dynamic height is computed by dividing the NAVD 88
 GA1748.geopotential number by the normal gravity value computed on the
 GA1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1748.degrees latitude (g = 980.6199 gals.).
 GA1748
 GA1748.The modeled gravity was interpolated from observed gravity values.
 GA1748
 GA1748;                    North         East    Units  Estimated Accuracy
 GA1748;SPC TN       -   193,000.      851,430.      MT  (+/- 180 meters Scaled)
 GA1748
 GA1748                          SUPERSEDED SURVEY CONTROL
 GA1748
 GA1748  NGVD 29 (??/??/92)  306.697  (m)         1006.22   (f) ADJ UNCH    1 1
 GA1748
 GA1748.Superseded values are not recommended for survey control.
 GA1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1748.See file dsdata.txt to determine how the superseded data were derived.
 GA1748
 GA1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV009907(NAD 83)
 GA1748_MARKER: DD = SURVEY DISK
 GA1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1748_STAMPING: D S R 64
 GA1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1748+STABILITY: SURFACE MOTION
 GA1748
 GA1748  HISTORY     - Date     Condition        Report By
 GA1748  HISTORY     - UNK      MONUMENTED       TVA
 GA1748  HISTORY     - 1967     GOOD             NGS
 GA1748
 GA1748                          STATION DESCRIPTION
 GA1748
 GA1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1748'5.8 MI N FROM NEWPORT.
 GA1748'ABOUT 5.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1748'RAILROAD FROM THE STATION AT NEWPORT, OR ABOUT 6.95 MILES
 GA1748'SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 GA1748'POST OFFICE AT WHITE PINE, 0.25 MILE NORTH OF MILEPOST 212,
 GA1748'44 YARDS SOUTH OF THE CROSSING OF THE RAILROAD AND A PAVED
 GA1748'ROAD, 54 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, 48 FEET
 GA1748'EAST OF THE CENTERLINE OF THE PAVED ROAD, 14 1/2 FEET SOUTH
 GA1748'OF A FENCE, 12 1/2 FEET SOUTHEAST OF A 36-INCH HACKBERRY TREE,
 GA1748'9 1/2 FEET EAST OF A HIGHWAY RIGHT-OF-WAY FENCE, 2 1/2 FEET
 GA1748'SOUTHWEST OF AN APPLE TREE, 2.6 FEET EAST OF A METAL WITNESS
 GA1748'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, A TENNESSEE
 GA1748'VALLEY AUTHORITY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 GA1748'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1631 ***********************************************************************
 FD1631  DESIGNATION -  DUCK
 FD1631  PID         -  FD1631
 FD1631  STATE/COUNTY-  TN/HUMPHREYS
 FD1631  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1631
 FD1631                         *CURRENT SURVEY CONTROL
 FD1631  ___________________________________________________________________
 FD1631* NAD 83(1995)-  35 56 40.48060(N)    087 47 19.39961(W)     ADJUSTED  
 FD1631* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 FD1631  ___________________________________________________________________
 FD1631  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FD1631  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD1631
 FD1631  HORZ ORDER  -  THIRD
 FD1631
 FD1631.The horizontal coordinates were established by classical geodetic methods
 FD1631.and adjusted by the National Geodetic Survey in April 1999..
 FD1631
 FD1631.The orthometric height was scaled from a topographic map.
 FD1631
 FD1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1631
 FD1631.The geoid height was determined by GEOID03.
 FD1631
 FD1631;                    North         East     Units Scale Factor Converg.
 FD1631;SPC TN       -   180,240.940   438,626.461   MT  0.99995025   -1 02 49.9
 FD1631;SPC TN       -   591,340.48  1,439,060.31   sFT  0.99995025   -1 02 49.9
 FD1631;UTM  16      - 3,978,088.786   428,863.941   MT  0.99966235   -0 27 46.8
 FD1631
 FD1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1631!SPC TN       -   0.99997718  x   0.99995025  =   0.99992743
 FD1631!UTM  16      -   0.99997718  x   0.99966235  =   0.99963953
 FD1631
 FD1631|---------------------------------------------------------------------|
 FD1631| PID    Reference Object                     Distance      Geod. Az  |
 FD1631|                                                           dddmmss.s |
 FD1631| CG5703 DUCK RM 1                            26.082 METERS 02052     |
 FD1631| CG5702 DUCK AZ MK                                         1393420.1 |
 FD1631| CG5704 DUCK RM 2                            25.045 METERS 28831     |
 FD1631|---------------------------------------------------------------------|
 FD1631
 FD1631                          SUPERSEDED SURVEY CONTROL
 FD1631
 FD1631  NAD 83(1995)-  35 56 40.48227(N)    087 47 19.40414(W) AD(       ) 3
 FD1631  NAD 83(1986)-  35 56 40.49055(N)    087 47 19.40097(W) AD(       ) 3
 FD1631  NAD 27      -  35 56 40.26800(N)    087 47 19.31300(W) AD(       ) 3
 FD1631
 FD1631.Superseded values are not recommended for survey control.
 FD1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1631.See file dsdata.txt to determine how the superseded data were derived.
 FD1631
 FD1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2886478089(NAD 83)
 FD1631_MARKER: DS = TRIANGULATION STATION DISK
 FD1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1631
 FD1631  HISTORY     - Date     Condition        Report By
 FD1631  HISTORY     - 1952     MONUMENTED       CGS
 FD1631  HISTORY     - 1973     GOOD             TVA
 FD1631  HISTORY     - 1975     GOOD             NGS
 FD1631
 FD1631                          STATION DESCRIPTION
 FD1631
 FD1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 FD1631'STATION IS LOCATED 10 MILES SOUTH OF WAVERLY AND 2 MILES SOUTH OF
 FD1631'HURRICANE MILLS ON
 FD1631'PROPERTY OWNED BY MR R H MCCRARY.  IT IS 68 FEET EAST OF THE
 FD1631'SOUTHEAST CORNER OF A LOG
 FD1631'CABIN, 30 FEET NORTH OF A 16 INCH WHITE OAK
 FD1631'TREE, 21 FEET SOUTHEAST OF THE CENTER OF A
 FD1631'FARM LANE, 18 FEET NORTH
 FD1631'OF A WHITE WITNESS POST AND 15 FEET NORTHWEST OF A FENCE
 FD1631'LINE.  THE MARK
 FD1631'IS FLUSH AND THE DISK IS STAMPED DUCK 1952.
 FD1631'
 FD1631'REFERENCE MARK NO 1 IS 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FD1631'THE CABIN AND 2 FEET
 FD1631'NORTHEAST OF A FENCE CORNER.  THE MARK IS FLUSH AND THE
 FD1631'DISK IS STAMPED DUCK NO 1 1952.
 FD1631'
 FD1631'REFERENCE MARK NO 2 IS 50 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FD1631'CABIN, 27 FEET NORTHWEST
 FD1631'OF THE CENTER OF THE FARM LANE AND 4 FEET NORTH OF A
 FD1631'FENCE LINE.  THE MARK IS FLUSH
 FD1631'AND THE DISK IS STAMPED DUCK NO 2 1952.
 FD1631'
 FD1631'AZIMUTH MARK IS ON PROPERTY OWNED BY MR C T OBRYAN.  IT IS 75 FEET
 FD1631'WEST OF THE SOUTHWEST
 FD1631'CORNER OF A CONCRETE BRIDGE, 30 FEET WEST OF THE CENTER OF
 FD1631'A FARM LANE, 1 FOOT EAST OF
 FD1631'A FENCE LINE AND 1 FOOT SOUTH OF A WHITE
 FD1631'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 FD1631'THE DISK IS STAMPED DUCK 1952.
 FD1631'
 FD1631'TO REACH THE STATION FROM THE HUMPHREYS COUNTY COURTHOUSE IN WAVERLY,
 FD1631'GO SOUTH ON STATE HIGHWAY
 FD1631'13 FOR 4.8 MILES TO A FORK, (OLD HIGHWAY 13 TO THE
 FD1631'RIGHT AND NEW HIGHWAY 13 TO THE
 FD1631'LEFT) TAKE RIGHT FORK AND FOLLOW OLD
 FD1631'HIGHWAY 13 FOR 2.0 MILES TO HURRICANE MILLS AND A
 FD1631'BRIDGE ACROSS DUCK
 FD1631'RIVER, CROSS BRIDGE AND CONTINUE ON THE HIGHWAY FOR 1.9 MILES TO A
 FD1631'GRAVEL ROAD LEFT,
 FD1631'CONTINUE ON THE HIGHWAY FOR 0.3 MILE TO A GRAVEL
 FD1631'ROAD LEFT, TURN LEFT AND GO 0.1 MILE
 FD1631'TO THE TOP OF HILL AND A FORK,
 FD1631'TAKE LEFT FORK AND GO 0.15 MILE TO A HOUSE ON THE LEFT
 FD1631'AND A FARM
 FD1631'LANE ON THE RIGHT, TURN RIGHT AND FOLLOW THE FARM LANE FOR 0.2 MILE
 FD1631'TO THE TOP OF THE
 FD1631'HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 FD1631'
 FD1631'TO REACH THE AZIMUTH MARK FROM THIS POINT GO EAST ON GRAVEL ROAD FOR
 FD1631'2.2 MILES TO THE
 FD1631'INTERSECTION OF NEW HIGHWAY 13, TURN RIGHT AND GO SOUTH
 FD1631'FOR 1.0 MILE TO A CONCRETE
 FD1631'BRIDGE AND THE AZIMUTH MARK ON THE RIGHT
 FD1631'AS DESCRIBED.
 FD1631'
 FD1631'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD1631
 FD1631                          STATION RECOVERY (1973)
 FD1631
 FD1631'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1631'DUCK RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1631'
 FD1631'ADD TO DESCRIPTION.
 FD1631'0.50 MI. NORTH OF DUCK RIVER OPPOSITE RIVER MILE 23.35.
 FD1631'
 FD1631'T. V. A. POST AND SIGN AT STATION.
 FD1631'
 FD1631'NOTE--NO LOOKOUT TOWER AT THIS LOCATION.
 FD1631'
 FD1631'(*) CONTINUE ON THE HIGHWAY FOR 0.3 MILE TO A GRAVEL ROAD LEFT,
 FD1631'SHOULD READ 0.65 MILE IN ORIGINAL DESCRIPTION.
 FD1631'
 FD1631'DUCK RM 1 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1631'
 FD1631'ADD TO DESCRIPTION
 FD1631'STATION (RM 1) IS 35.3 FEET S. 75 E. FROM N. E. CORNER OF OLD LOG
 FD1631'CABIN, 25.30 FEET S. 40 E. FROM 10 INCH TRIPLE ELM, AND 11.0 FEET
 FD1631'N.  40 W. FROM CENTERLINE GRAVEL ROAD.
 FD1631'
 FD1631'DUCK RM NO. 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1631'
 FD1631'ADD TO DESC
 FD1631'MARKER IS 53.40 FT. S 50 W. FROM S. E. CORNER OF OLD LOG CABIN.
 FD1631'
 FD1631'DUCK AZI RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1631'ADD TO DESCRIPTION
 FD1631'STATION IS 77.70 FT. N 65 W. FROM S. W. END OF CONCRETE
 FD1631'BRIDGE OVER BIG WATERED HOLLOW CREEK.  AND 110.0 FT N. E.
 FD1631'FROM 1, S. WHITE F. H. ABOUT 200 FT. S. W. FROM INT. HWY 13 AND
 FD1631'T.  RD. S. E. ABOUT 0.55 MI. SOUTH OF DUCK RIVER.
 FD1631'
 FD1631'T. V. A. POST AND SIGN AT MON.
 FD1631'
 FD1631'DISTANCE AND DIRECTION FROM NEAREST TOWN--10.0 MI. SOUTH OF
 FD1631'WAVERLY.
 FD1631
 FD1631                          STATION RECOVERY (1975)
 FD1631
 FD1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1631'NOT OCCUPIED.
 FD1631'
 FD1631'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 FD1631'TO BE IN ERROR AND A NEW ONE FOLLOWS--
 FD1631'
 FD1631'THE STATION MARK IS LOCATED ON THE PROPERTY OF MR. ELLIS WEBB, 68
 FD1631'FEET EAST OF THE SOUTHEAST CORNER OF A LOG BARN, 30 FEET NORTH OF A
 FD1631'30 INCH OAK TREE, 21 FEET SOUTHEAST OF THE CENTERLINE OF FARM
 FD1631'LANE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS
 FD1631'FLUSH AND THE DISK IS STAMPED DUCK 1952.
 FD1631'
 FD1631'TO REACH THE STATION FROM THE BRIDGE OVER HURRICANE CREEK AT
 FD1631'HURRICANE MILLES, GO SOUTHERLY ON PAVED ROAD FOR 1.25 MILES TO A
 FD1631'ROAD LEFT.  CONTINUE SOUTHERLY ON THE PAVED ROAD FOR 0.65 MILE TO A
 FD1631'ROAD LEFT UPHILL.  TURN LEFT AND GO SOUTHERLY FOR 0.2 MILE TO TOP
 FD1631'OF HILL AND A ROAD LEFT PASSING BETWEEN BARN AND HOUSE.  TURN LEFT
 FD1631'AND GO EASTERLY ON FARM LANE FOR 0.2 MILE TO A ROAD FORK.  TAKE
 FD1631'THE LEFT FORK AND GO NORTHEASTERLY ON FARM LANE FOR 0.3 MILE TO
 FD1631'THE STATION ON THE RIGHT.
 FD1631'
 FD1631'TO REACH THE AZIMUTH MARK FROM THE BRIDGE AT HURRICANE MILLS, GO
 FD1631'SOUTHERLY ON THE PAVED ROAD FOR 1.25 MILES TO A PAVED ROAD LEFT.
 FD1631'TURN LEFT AND GO EASTERLY ON THE ROAD FOR 2.2 MILES TO THE
 FD1631'INTERSECTION OF STATE HIGHWAY 13.  TURN RIGHT AND GO SOUTH ON
 FD1631'HIGHWAY 13 FOR 1.0 MILE TO A CONCRETE BRIDGE AND THE AZIMUTH MARK ON
 FD1631'THE RIGHT.
 FD1631'
 FD1631'REFERENCE MARK 1 IS 35 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 FD1631'LOG BARN, 25 FEET SOUTHEAST OF A 10 INCH TRIPLE ELM TREE AND 11 FEET
 FD1631'NORTHWEST OF THE CENTERLINE OF THE LANE.  THE MONUMENT IS FLUSH AND
 FD1631'THE DISK IS STAMPED DUCK NO 1 1952.
 FD1631'
 FD1631'REFERENCE MARK 2 IS 53 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FD1631'BARN, 27 FEET NORTHWEST OF THE CENTERLINE OF THE LANE AND 4 FEET
 FD1631'NORTH OF A FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FD1631'STAMPED DUCK NO 2 1952.
 FD1631'
 FD1631'THE AZIMUTH MARK IS 77 FEET WEST OF THE SOUTHWEST END OF CONCRETE
 FD1631'BRIDGE OVER BIG WATERED HOLLOW CREEK, 30 FEET WEST OF THE CENTERLINE
 FD1631'OF FARM LENE, 1 FOOT EAST OF A FENCE AND 1 FOOT SOUTH OF A METAL
 FD1631'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FD1631'STAMPED DUCK 1952.
 FD1631'
 FD1631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES SOUTH
 FD1631'OF HURRICANE MILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1782 ***********************************************************************
 FC1782  DESIGNATION -  DUCKTOWN
 FC1782  PID         -  FC1782
 FC1782  STATE/COUNTY-  TN/POLK
 FC1782  USGS QUAD   -  DUCKTOWN (1990)
 FC1782
 FC1782                         *CURRENT SURVEY CONTROL
 FC1782  ___________________________________________________________________
 FC1782* NAD 83(1995)-  35 02 35.02493(N)    084 23 39.55878(W)     ADJUSTED  
 FC1782* NAVD 88     -       625.2    (meters)    2051.     (feet)  VERTCON   
 FC1782  ___________________________________________________________________
 FC1782  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FC1782  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1782
 FC1782  HORZ ORDER  -  SECOND
 FC1782
 FC1782.The horizontal coordinates were established by classical geodetic methods
 FC1782.and adjusted by the National Geodetic Survey in April 1999..
 FC1782
 FC1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1782
 FC1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1782
 FC1782.The geoid height was determined by GEOID03.
 FC1782
 FC1782;                    North         East     Units Scale Factor Converg.
 FC1782;SPC TN       -    79,947.580   746,502.304   MT  1.00004296   +0 56 24.1
 FC1782;SPC TN       -   262,294.69  2,449,149.64   sFT  1.00004296   +0 56 24.1
 FC1782;UTM  16      - 3,880,923.015   737,675.940   MT  1.00029626   +1 29 48.7
 FC1782
 FC1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1782!SPC TN       -   0.99990643  x   1.00004296  =   0.99994938
 FC1782!UTM  16      -   0.99990643  x   1.00029626  =   1.00020266
 FC1782
 FC1782:                Primary Azimuth Mark                     Grid Az
 FC1782:SPC TN       -  DUCKTOWN AZ MK                           103 36 17.5
 FC1782:UTM  16      -  DUCKTOWN AZ MK                           103 02 52.9
 FC1782
 FC1782|---------------------------------------------------------------------|
 FC1782| PID    Reference Object                     Distance      Geod. Az  |
 FC1782|                                                           dddmmss.s |
 FC1782| FC1780 DUCKTOWN AZ MK                      APPROX. 0.5 KM 1043241.6 |
 FC1782| FC1779 DUCKTOWN AZ MK PTA                  APPROX. 0.5 KM 1043313.1 |
 FC1782| FC1781 DUCKTOWN RM                           4.692 METERS 16121     |
 FC1782| DE5091 DUCKTOWN RM 1                         7.574 METERS 27738     |
 FC1782|---------------------------------------------------------------------|
 FC1782
 FC1782                          SUPERSEDED SURVEY CONTROL
 FC1782
 FC1782  NAD 83(1995)-  35 02 35.02501(N)    084 23 39.55881(W) AD(       ) 2
 FC1782  NAD 83(1995)-  35 02 35.02917(N)    084 23 39.56486(W) AD(       ) 2
 FC1782  NAD 83(1995)-  35 02 35.02924(N)    084 23 39.56476(W) AD(       ) 2
 FC1782  NAD 83(1986)-  35 02 35.02921(N)    084 23 39.56485(W) AD(       ) 2
 FC1782  NAD 27      -  35 02 34.74843(N)    084 23 39.83574(W) AD(       ) 2
 FC1782  NGVD 29 (07/19/86)  625.2    (m)         2051.     (f) VERT ANG       
 FC1782
 FC1782.Superseded values are not recommended for survey control.
 FC1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1782.See file dsdata.txt to determine how the superseded data were derived.
 FC1782
 FC1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3767680923(NAD 83)
 FC1782_MARKER: DS = TRIANGULATION STATION DISK
 FC1782_SETTING: 0 = UNSPECIFIED SETTING
 FC1782_STAMPING: DUCKTOWN 1978
 FC1782_MARK LOGO: NGS   
 FC1782_MAGNETIC: P = MARKER IS A STEEL PIPE
 FC1782
 FC1782  HISTORY     - Date     Condition        Report By
 FC1782  HISTORY     - 1978     MONUMENTED       NGS
 FC1782
 FC1782                          STATION DESCRIPTION
 FC1782
 FC1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 FC1782'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF DUCKTOWN,
 FC1782'ON TOP OF A BARE ERODED HILL AND ON PROPERTY OWNED BY CITIES
 FC1782'SERVICE COMPANY.  PERMISSION GRANTED BY FRANK D. RUSSELL, CITIES
 FC1782'SERVICE COMPANY, COPPERHILL, TENNESSEE 37313, PHONE NUMBER
 FC1782'496-3331.
 FC1782'
 FC1782'TO REACH THE STATION FROM THE POST OFFICE IN DUCKTOWN, GO NORTH
 FC1782'AND WEST ON STATE HIGHWAY 68 FOR 0.45 MILE TO A PAVED SIDE ROAD
 FC1782'LEFT.  CONTINUE NORTHWESTERLY ON HIGHWAY 68 FOR 0.25 MILE TO A
 FC1782'PAVED DRIVEWAY ON THE LEFT AT THE TOP OF A HILL.  TURN LEFT AND
 FC1782'GO SOUTHERLY ON THE DRIVEWAY, UPHILL FOR 0.05 MILE TO THE HOME
 FC1782'OF A.W. POWERS.  FROM HERE PACK SOUTHERLY FOR ABOUT 200 FEET TO
 FC1782'THE TOP OF A RIDGE, BEAR RIGHT AND GO WESTERLY FOR ABOUT 100 FEET
 FC1782'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY UP RIDGE FOR
 FC1782'ABOUT 0.3 MILE TO THE TOP OF THE BARE HILL AND THE STATION.
 FC1782'
 FC1782'THE STATION IS A STANDARD NGS DISK
 FC1782'STAMPED---DUCKTOWN 1978---,
 FC1782'BRAZED TO THE TOP OF A 1-1/2 INCH GALVANIZED PIPE THAT PROJECTS
 FC1782'6 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1782'4.3 FEET SOUTH FROM A METAL WITNESS POST.
 FC1782'
 FC1782'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FC1782'STAMPED---DUCKTOWN NO 1 1978---,
 FC1782'BRAZED TO THE TOP OF A 1-1/2 INCH GALVINIZED PIPE THAT PROJECTS
 FC1782'8 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1782'26.0  FEET WEST FROM THE METAL WITNESS POST.
 FC1782'MARK IS LEVEL WITH STATION.
 FC1782'
 FC1782'REFERENCE MARK NUMBER 2
 FC1782'IS A STANDARD USGS STATION MARK DISK, STAMPING NOT LEGIABLE, SET
 FC1782'IN THE TOP OF AN 8-INCH SQUARE MARBLE MONUMENT THAT PROJECTS
 FC1782'2 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1782'19.0 FEET SOUTH FROM THE METAL WITNESS POST.
 FC1782'MARK IS LEVEL WITH STATION.
 FC1782'
 FC1782'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 FC1782'STAMPED---DUCKTOWN 1978---,
 FC1782'BRAZED TO THE TOP OF A 1-1/2 INCH GALVANIZED PIPE THAT PROJECTS
 FC1782'8 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1782'15 FEET SOUTHWEST FROM THE CENTER OF A TRACK ROAD.
 FC1782'3.0  FEET WEST FROM A METAL WITNESS POST.
 FC1782'
 FC1782'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1780 ***********************************************************************
 FC1780  DESIGNATION -  DUCKTOWN AZ MK
 FC1780  PID         -  FC1780
 FC1780  STATE/COUNTY-  TN/POLK
 FC1780  USGS QUAD   -  DUCKTOWN (1990)
 FC1780
 FC1780                         *CURRENT SURVEY CONTROL
 FC1780  ___________________________________________________________________
 FC1780* NAD 83(1995)-  35 02 30.91287(N)    084 23 20.28995(W)     ADJUSTED  
 FC1780* NAVD 88     -       564.8    (meters)    1853.     (feet)  VERTCON   
 FC1780  ___________________________________________________________________
 FC1780  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 FC1780  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1780
 FC1780  HORZ ORDER  -  SECOND
 FC1780
 FC1780.The horizontal coordinates were established by classical geodetic methods
 FC1780.and adjusted by the National Geodetic Survey in April 1999..
 FC1780
 FC1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1780
 FC1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1780
 FC1780.The geoid height was determined by GEOID03.
 FC1780
 FC1780;                    North         East     Units Scale Factor Converg.
 FC1780;SPC TN       -    79,828.896   746,992.705   MT  1.00004323   +0 56 35.4
 FC1780;SPC TN       -   261,905.30  2,450,758.57   sFT  1.00004323   +0 56 35.4
 FC1780;UTM  16      - 3,880,809.073   738,167.596   MT  1.00029915   +1 29 59.6
 FC1780
 FC1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1780!SPC TN       -   0.99991591  x   1.00004323  =   0.99995913
 FC1780!UTM  16      -   0.99991591  x   1.00029915  =   1.00021503
 FC1780
 FC1780                          SUPERSEDED SURVEY CONTROL
 FC1780
 FC1780  NAD 83(1995)-  35 02 30.91295(N)    084 23 20.28998(W) AD(       ) 2
 FC1780  NAD 83(1995)-  35 02 30.91713(N)    084 23 20.29603(W) AD(       ) 2
 FC1780  NAD 83(1995)-  35 02 30.91720(N)    084 23 20.29592(W) AD(       ) 2
 FC1780  NAD 83(1986)-  35 02 30.91718(N)    084 23 20.29606(W) AD(       ) 2
 FC1780  NAD 27      -  35 02 30.63614(N)    084 23 20.56754(W) AD(       ) 2
 FC1780  NGVD 29 (07/19/86)  564.8    (m)         1853.     (f) VERT ANG       
 FC1780
 FC1780.Superseded values are not recommended for survey control.
 FC1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1780.See file dsdata.txt to determine how the superseded data were derived.
 FC1780
 FC1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3816880809(NAD 83)
 FC1780_MARKER: DD = SURVEY DISK
 FC1780_SETTING: 0 = UNSPECIFIED SETTING
 FC1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1780
 FC1780  HISTORY     - Date     Condition        Report By
 FC1780  HISTORY     - 1979     MONUMENTED       NGS
 FC1780
 FC1780                          STATION DESCRIPTION
 FC1780
 FC1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1780'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHEAST OF DUCKTOWN,
 FC1780'ON A BARE ERODED HILL AND ON PROPERTY OWNED BY CITIES SERVICE
 FC1780'COMPANY.  PERMISSION GRANTED BY FRANK D. RUSSELL, CITIES SERVICE
 FC1780'COMPANY, COPPERHILL, TENNESSEE 37313, PHONE NUMBER 496-3331.
 FC1780'
 FC1780'TO REACH THE STATION FROM THE POST OFFICE IN DUCKTOWN, GO NORTH
 FC1780'AND WEST ON STATE HIGHWAY 68 FOR 0.45 MILE TO A PAVED SIDE ROAD
 FC1780'LEFT.  CONTINUE NORTHWESTERLY ON HIGHWAY 68 FOR 0.25 MILE TO A
 FC1780'PAVED DRIVEWAY LEFT AT THE TOP OF A HILL.  TURN LEFT AND GO
 FC1780'SOUTHERLY ON THE DRIVEWAY FOR 0.05 MILE TO THE HOME OF A.W.
 FC1780'POWERS.  FROM HERE PACK SOUTHERLY FOR ABOUT 200 FEET TO THE TOP
 FC1780'OF A RIDGE.  BEAR RIGHT AND GO WESTERLY FOR ABOUT 100 FEET TO
 FC1780'THE MARK ON THE LEFT.
 FC1780'
 FC1780'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FC1780'STAMPED---DUCKTOWN 1978---,
 FC1780'BRAZED TO THE TOP OF A 1-1/2 INCH GALVANIZED PIPE PROJECTING 8 CM
 FC1780'ABOVE THE GROUND.  IT IS LOCATED
 FC1780'15 FEET SOUTHWEST FROM THE CENTER OF A TRACK ROAD AND
 FC1780'3.0  FEET WEST FROM A METAL WITNESS POST.
 FC1780'
 FC1780'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1781 ***********************************************************************
 FC1781  DESIGNATION -  DUCKTOWN RM
 FC1781  PID         -  FC1781
 FC1781  STATE/COUNTY-  TN/POLK
 FC1781  USGS QUAD   -  DUCKTOWN (1990)
 FC1781
 FC1781                         *CURRENT SURVEY CONTROL
 FC1781  ___________________________________________________________________
 FC1781* NAD 83(1995)-  35 02 34.88067(N)    084 23 39.49959(W)     ADJUSTED  
 FC1781* NAVD 88     -       625.3    (meters)    2052.     (feet)  VERTCON   
 FC1781  ___________________________________________________________________
 FC1781  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FC1781  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1781
 FC1781  HORZ ORDER  -  SECOND
 FC1781
 FC1781.The horizontal coordinates were established by classical geodetic methods
 FC1781.and adjusted by the National Geodetic Survey in April 1999..
 FC1781
 FC1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1781
 FC1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1781
 FC1781.The geoid height was determined by GEOID03.
 FC1781
 FC1781;                    North         East     Units Scale Factor Converg.
 FC1781;SPC TN       -    79,943.160   746,503.877   MT  1.00004297   +0 56 24.1
 FC1781;SPC TN       -   262,280.18  2,449,154.80   sFT  1.00004297   +0 56 24.1
 FC1781;UTM  16      - 3,880,918.609   737,677.556   MT  1.00029627   +1 29 48.7
 FC1781
 FC1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1781!SPC TN       -   0.99990641  x   1.00004297  =   0.99994938
 FC1781!UTM  16      -   0.99990641  x   1.00029627  =   1.00020266
 FC1781
 FC1781                          SUPERSEDED SURVEY CONTROL
 FC1781
 FC1781  NAD 83(1995)-  35 02 34.88075(N)    084 23 39.49961(W) AD(       ) 2
 FC1781  NAD 83(1995)-  35 02 34.88491(N)    084 23 39.50566(W) AD(       ) 2
 FC1781  NAD 83(1995)-  35 02 34.88497(N)    084 23 39.50557(W) AD(       ) 2
 FC1781  NAD 83(1986)-  35 02 34.88495(N)    084 23 39.50566(W) AD(       ) 2
 FC1781  NAD 27      -  35 02 34.60417(N)    084 23 39.77655(W) AD(       ) 2
 FC1781  NGVD 29 (07/19/86)  625.3    (m)         2052.     (f) VERT ANG       
 FC1781
 FC1781.Superseded values are not recommended for survey control.
 FC1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1781.See file dsdata.txt to determine how the superseded data were derived.
 FC1781
 FC1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3767880919(NAD 83)
 FC1781_MARKER: DD = SURVEY DISK
 FC1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1781_MARK LOGO: USGS  
 FC1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1781+STABILITY: SURFACE MOTION
 FC1781
 FC1781  HISTORY     - Date     Condition        Report By
 FC1781  HISTORY     - 1979     MONUMENTED       USGS
 FC1781
 FC1781                          STATION DESCRIPTION
 FC1781
 FC1781'DESCRIBED BY US GEOLOGICAL SURVEY 1979 (JRS)
 FC1781'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF DUCKTOWN, ON
 FC1781'TOP OF A BARE ERODED HILL AND ON PROPERTY OWNED BY CITIES SERVICE
 FC1781'COMPANY.  PERMISSION GRANTED BY FRANK D. RUSSELL, CITIES SERVICE
 FC1781'COMPANY, COPPERHILL , TENNESSEE 37313, PHONE NUMBER 496-3331.
 FC1781'
 FC1781'TO REACH THE STATION FROM THE POST OFFICE IN DUCKTOWN, GO NORTH
 FC1781'AND WEST ON STATE HIGHWAY 68 FOR 0.45 MILE TO A PAVED SIDE ROAD
 FC1781'LEFT.  CONTINUE NORTHWESTERLY ON HIGHWAY 68 FOR 0.25 MILE TO A
 FC1781'PAVED DRIVEWAY ON THE LEFT AT THE TOP OF A HILL.  TURN LEFT AND
 FC1781'GO SOUTHERLY ON DRIVEWAY FOR 0.05 MILE TO THE HOME OF A.W. POWERS.
 FC1781'FROM HERE PACK SOUTHERLY FOR ABOUT 200 FEET TO THE TOP OF A RIDGE.
 FC1781'BEAR RIGHT AND GO WESTERLY UP RIDGE FOR ABOUT 0.3 MILE TO THE
 FC1781'HIGHEST POINT AND THE STATION.
 FC1781'
 FC1781'THE STATION IS A STANDARD USGS DISK,
 FC1781'STAMPING NOT LEGIBLE,
 FC1781'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 FC1781'PROJECTS 3 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1781'19.0  FEET SOUTH FROM A METAL WITNESS POST.
 FC1781'
 FC1781'A TRAVERSE CONNECTION WAS MADE TO STATION DUCKTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1534 ***********************************************************************
 GD1534  DESIGNATION -  DUKE
 GD1534  PID         -  GD1534
 GD1534  STATE/COUNTY-  TN/WEAKLEY
 GD1534  USGS QUAD   -  CUBA (1977)
 GD1534
 GD1534                         *CURRENT SURVEY CONTROL
 GD1534  ___________________________________________________________________
 GD1534* NAD 83(1995)-  36 30 08.61077(N)    088 43 06.04494(W)     ADJUSTED  
 GD1534* NAVD 88     -       149.79   (+/-2cm)     491.4    (feet)  VERTCON   
 GD1534  ___________________________________________________________________
 GD1534  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GD1534  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1534
 GD1534  HORZ ORDER  -  SECOND
 GD1534  VERT ORDER  -  THIRD ? (See Below)
 GD1534
 GD1534.The horizontal coordinates were established by classical geodetic methods
 GD1534.and adjusted by the National Geodetic Survey in April 1999..
 GD1534
 GD1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1534.The vertical order pertains to the NGVD 29 superseded value.
 GD1534
 GD1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1534
 GD1534.The geoid height was determined by GEOID03.
 GD1534
 GD1534;                    North         East     Units Scale Factor Converg.
 GD1534;SPC TN       -   244,043.433   356,495.234   MT  1.00001633   -1 35 29.1
 GD1534;SPC TN       -   800,665.83  1,169,601.45   sFT  1.00001633   -1 35 29.1
 GD1534;SPC KY1Z     - 1,022,993.863 1,234,065.250   MT  1.00018956   -1 49 20.8
 GD1534;SPC KY1Z     - 3,356,272.37  4,048,762.41   sFT  1.00018956   -1 49 20.8
 GD1534;SPC KY S     -   522,938.753   234,101.284   MT  1.00004994   -1 48 00.7
 GD1534;SPC KY S     - 1,715,674.89    768,047.30   sFT  1.00004994   -1 48 00.7
 GD1534;UTM  16      - 4,041,046.343   346,111.014   MT  0.99989178   -1 01 20.5
 GD1534
 GD1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1534!SPC TN       -   0.99998092  x   1.00001633  =   0.99999725
 GD1534!SPC KY1Z     -   0.99998092  x   1.00018956  =   1.00017047
 GD1534!SPC KY S     -   0.99998092  x   1.00004994  =   1.00003086
 GD1534!UTM  16      -   0.99998092  x   0.99989178  =   0.99987270
 GD1534
 GD1534|---------------------------------------------------------------------|
 GD1534| PID    Reference Object                     Distance      Geod. Az  |
 GD1534|                                                           dddmmss.s |
 GD1534| GD1532 BOUNDARY MON 8 KY TN                 25.298 METERS 00156     |
 GD1534| CG3958 DUKE RM 1                            38.076 METERS 12703     |
 GD1534| GD1515 GOLDEN                              APPROX. 6.2 KM 2573601.0 |
 GD1534| CG3959 DUKE RM 2                            36.259 METERS 26250     |
 GD1534| CG3957 DUKE AZ MK                                         3021205.0 |
 GD1534|---------------------------------------------------------------------|
 GD1534
 GD1534                          SUPERSEDED SURVEY CONTROL
 GD1534
 GD1534  NAD 83(1995)-  36 30 08.61074(N)    088 43 06.04521(W) AD(       ) 2
 GD1534  NAD 83(1995)-  36 30 08.62453(N)    088 43 06.04401(W) AD(       ) 2
 GD1534  NAD 83(1986)-  36 30 08.62454(N)    088 43 06.04401(W) AD(       ) 2
 GD1534  NAD 27      -  36 30 08.41000(N)    088 43 05.84900(W) AD(       ) 2
 GD1534  NGVD 29 (07/19/86)  149.79   (m)          491.4    (f) LEVELING    3  
 GD1534
 GD1534.Superseded values are not recommended for survey control.
 GD1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1534.See file dsdata.txt to determine how the superseded data were derived.
 GD1534
 GD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4611141046(NAD 83)
 GD1534_MARKER: DS = TRIANGULATION STATION DISK
 GD1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1534_STAMPING: DUKE 1934
 GD1534_MARK LOGO: CGS   
 GD1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1534+STABILITY: SURFACE MOTION
 GD1534
 GD1534  HISTORY     - Date     Condition        Report By
 GD1534  HISTORY     - 1934     MONUMENTED       CGS
 GD1534  HISTORY     - 1972     GOOD             LOCSUR
 GD1534
 GD1534                          STATION DESCRIPTION
 GD1534
 GD1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1534'NEAR KENTUCKY-TENNESSEE STATE LINE, ABOUT 9.25 MILES EAST OF FULTON,
 GD1534'KY., 6.5 MILES EAST-SOUTHEAST OF WATER VALLEY, KY., 300 YARDS WEST
 GD1534'OF DUKEDOM POST OFFICE, ON TOP OF BANK ABOUT 8 FEET ABOVE LEVEL OF
 GD1534'KENTUCKY-TENNESSEE STATE-LINE ROAD, ON PROPERTY OF DUKEDOM
 GD1534'METHODIST CHURCH, 70.15 FEET NORTH ON NORTHWEST CORNER OF CHURCH,
 GD1534'52 FEET SOUTH OF CENTER LINE OF ROAD, 50.38 FEET EAST-NORTHEAST OF
 GD1534'MORE NORTHERLY OF TWO LARGE RED-OAK TREES, AND 36.3 FEET WEST OF
 GD1534'CENTER LINE OF DRIVEWAY LEADING TO CHURCH.  TO REACH FROM JUNCTION OF
 GD1534'U.S. ROUTES 51 AND 45E AT STANDARD OIL STATION IN FULTON, FOLLOW
 GD1534'U.S. ROUTE 45E EAST ONE BLOCK ACROSS RAILROAD TRACKS, CONTINUE
 GD1534'STRAIGHT AHEAD AT POINT WHERE ROUTE 45E TURNS TO RIGHT, AND FOLLOW
 GD1534'STATE-LINE ROAD DUE EAST 9.3 MILES TO CHURCH AND STATION SITE.
 GD1534'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GD1534'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GD1534'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ABOUT 50
 GD1534'FEET EAST OF REAR OF CHURCH, 45 FEET NORTHWEST OF LARGE RED-OAK
 GD1534'TREE, AND 124.92 FEET FROM STATION S 52 DEG 57 MIN E.  NO 2
 GD1534'IS ABOUT 75 FEET SOUTH OF CENTER LINE OF ROAD, 15 FEET
 GD1534'NORTH-NORTHWEST OF NORTHWEST CORNER OF SMALL HOUSE, 4 FEET EAST OF
 GD1534'FENCE LINE, AND 118.96 FEET FROM STATION S 82 DEG 50 MIN W.
 GD1534'AZIMUTH MARK IS AT EDGE OF PASTURE, 0.2 MILE NORTH OF STATE-LINE
 GD1534'ROAD, 15 FEET WEST OF CENTER LINE OF FIRST T-ROAD WEST OF STATION, 6
 GD1534'FEET SOUTHEAST OF 5-INCH WILD-CHERRY TREE, AND APPROXIMATELY 0.4
 GD1534'MILE FROM STATION N 57 DEG 48 MIN W.
 GD1534'KENTUCKY-TENNESSEE BOUNDARY MONUMENT NO. 8 IS 83 FEET FROM
 GD1534'STATION N 1 DEG 56 MIN E.
 GD1534
 GD1534                          STATION RECOVERY (1972)
 GD1534
 GD1534'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (KKB)
 GD1534'STA. IS AT DUKEDOM METHODIST CHURCH.  52 FEET S. OF AND 8 FEET
 GD1534'HIGHER THAN HWY.  96.1 FEET N. 10 W. FROM N.W. CORNER OF
 GD1534'CHURCH, 56.10 FEET N. 85 E. FROM 18 INCH MAPLE.  MONUMENT
 GD1534'PROJECTS 8 INCHES.
 GD1534'
 GD1534'ADD ABOVE INFORMATION TO ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2555 ***********************************************************************
 GC2555  DESIGNATION -  DULL
 GC2555  PID         -  GC2555
 GC2555  STATE/COUNTY-  TN/DICKSON
 GC2555  USGS QUAD   -  CHARLOTTE (1983)
 GC2555
 GC2555                         *CURRENT SURVEY CONTROL
 GC2555  ___________________________________________________________________
 GC2555* NAD 83(1995)-  36 12 22.47715(N)    087 17 03.42523(W)     ADJUSTED  
 GC2555* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 GC2555  ___________________________________________________________________
 GC2555  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GC2555  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2555
 GC2555  HORZ ORDER  -  SECOND
 GC2555
 GC2555.The horizontal coordinates were established by classical geodetic methods
 GC2555.and adjusted by the National Geodetic Survey in April 1999..
 GC2555
 GC2555.The orthometric height was scaled from a topographic map.
 GC2555
 GC2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2555
 GC2555.The geoid height was determined by GEOID03.
 GC2555
 GC2555;                    North         East     Units Scale Factor Converg.
 GC2555;SPC TN       -   208,557.267   484,513.252   MT  0.99996944   -0 45 06.7
 GC2555;SPC TN       -   684,241.63  1,589,607.23   sFT  0.99996944   -0 45 06.7
 GC2555;UTM  16      - 4,006,861.733   474,444.937   MT  0.99960805   -0 10 04.5
 GC2555
 GC2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2555!SPC TN       -   0.99996846  x   0.99996944  =   0.99993790
 GC2555!UTM  16      -   0.99996846  x   0.99960805  =   0.99957652
 GC2555
 GC2555|---------------------------------------------------------------------|
 GC2555| PID    Reference Object                     Distance      Geod. Az  |
 GC2555|                                                           dddmmss.s |
 GC2555| CG5710 DULL RM 1                            30.748 METERS 00402     |
 GC2555| CG5709 DULL AZ MK                                         0361348.0 |
 GC2555| CG5711 DULL RM 2                            27.786 METERS 26426     |
 GC2555| GC2557 TT 4 D                               24.418 METERS 26919     |
 GC2555|---------------------------------------------------------------------|
 GC2555
 GC2555                          SUPERSEDED SURVEY CONTROL
 GC2555
 GC2555  NAD 83(1995)-  36 12 22.47855(N)    087 17 03.42775(W) AD(       ) 2
 GC2555  NAD 83(1995)-  36 12 22.48031(N)    087 17 03.42880(W) AD(       ) 2
 GC2555  NAD 83(1986)-  36 12 22.48716(N)    087 17 03.42829(W) AD(       ) 2
 GC2555  NAD 27      -  36 12 22.28500(N)    087 17 03.40100(W) AD(       ) 2
 GC2555
 GC2555.Superseded values are not recommended for survey control.
 GC2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2555.See file dsdata.txt to determine how the superseded data were derived.
 GC2555
 GC2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7444506862(NAD 83)
 GC2555_MARKER: DD = SURVEY DISK
 GC2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2555
 GC2555  HISTORY     - Date     Condition        Report By
 GC2555  HISTORY     - 1934     MONUMENTED       CGS
 GC2555
 GC2555                          STATION DESCRIPTION
 GC2555
 GC2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2555'ABOUT 3-3/4 MILES EAST-NORTHEAST OF CHARLOTTE, ABOUT 6 MILES
 GC2555'SOUTHEAST OF CUMBERLAND FURNACE, IN CORNER OF CULTIVATED FIELD
 GC2555'OWNED BY B. F. SENSING, 35 FEET FROM CENTER OF ROAD, AND ABOUT 35
 GC2555'FEET NORTH OF MR. SENSINGS HOME.  TO REACH FROM JUNCTION OF
 GC2555'STATE ROUTES 48 AND 49 IN CHARLOTTE, GO EAST 4.2 MILES ON ROUTE 49 TO
 GC2555'W. T. SENSINGS STORE AND STATION SITE.  SURFACE AND
 GC2555'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2555'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN
 GC2555'CONCRETE, ON WEST SIDE OF ROAD, AT FENCE LINE OF MRS. M.
 GC2555'BOWKERS HOME, AND 100.88 FEET FROM STATION, N 04 DEG 02 MIN E.
 GC2555'NO. 2 IS STANDARD REFERENCE DISK IN CORNER OF CONCRETE
 GC2555'PORCH OF W. T. SENSINGS STORE AND 91.16 FEET FROM STATION,
 GC2555'S 84 DEG 26 MIN W.  AZIMUTH MARK IS STANDARD REFERENCE DISK IN
 GC2555'CONCRETE, ON PROPERTY OF J.M. SENSING, ABOUT 20 FEET EAST
 GC2555'OF CENTER OF ROAD, ABOUT 100 YARDS SOUTH OF DIRT LANE, AND 0.2
 GC2555'MILE FROM STATION, N 36 DEG 13 MIN 48 SEC E.  TRANSIT TRAVERSE
 GC2555'STATION NO. 4 D 1929 (U.S.G.S.) IS STANDARD DISK OF U.S.
 GC2555'GEOLOGICAL SURVEY, STAMPED T. T. STA. NO. 4 D 1929, SET IN CONCRETE
 GC2555'FLOOR OF MR. SENSINGS STORE PORCH AND 24.418 METERS (80.11 FEET)
 GC2555'FROM STATION, S 89 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0427 ***********************************************************************
 FF0427  DESIGNATION -  DUMP
 FF0427  PID         -  FF0427
 FF0427  STATE/COUNTY-  TN/SHELBY
 FF0427  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0427
 FF0427                         *CURRENT SURVEY CONTROL
 FF0427  ___________________________________________________________________
 FF0427* NAD 83(1995)-  35 04 32.03930(N)    090 02 35.46213(W)     ADJUSTED  
 FF0427* NAVD 88     -        72.150  (meters)     236.71   (feet)  ADJUSTED  
 FF0427  ___________________________________________________________________
 FF0427  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FF0427  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0427  DYNAMIC HT  -          72.083 (meters)     236.49  (feet)  COMP
 FF0427  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FF0427
 FF0427  HORZ ORDER  -  SECOND
 FF0427  VERT ORDER  -  SECOND    CLASS 0
 FF0427
 FF0427.The horizontal coordinates were established by classical geodetic methods
 FF0427.and adjusted by the National Geodetic Survey in April 1999..
 FF0427
 FF0427.The orthometric height was determined by differential leveling
 FF0427.and adjusted by the National Geodetic Survey in June 1991..
 FF0427
 FF0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0427
 FF0427.The geoid height was determined by GEOID03.
 FF0427
 FF0427.The dynamic height is computed by dividing the NAVD 88
 FF0427.geopotential number by the normal gravity value computed on the
 FF0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0427.degrees latitude (g = 980.6199 gals.).
 FF0427
 FF0427.The modeled gravity was interpolated from observed gravity values.
 FF0427
 FF0427;                    North         East     Units Scale Factor Converg.
 FF0427;SPC TN       -    89,968.254   231,336.633   MT  1.00003536   -2 22 01.3
 FF0427;SPC TN       -   295,170.85    758,976.94   sFT  1.00003536   -2 22 01.3
 FF0427;SPC AR N     -    84,117.996   578,453.583   MT  0.99997508   +1 08 19.2
 FF0427;SPC AR N     -   275,977.13  1,897,809.80   sFT  0.99997508   +1 08 19.2
 FF0427;UTM  15      - 3,885,422.955   769,607.035   MT  1.00049593   +1 42 00.6
 FF0427;UTM  16      - 3,885,660.204   222,515.314   MT  1.00054906   -1 44 59.6
 FF0427
 FF0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0427!SPC TN       -   0.99999296  x   1.00003536  =   1.00002832
 FF0427!SPC AR N     -   0.99999296  x   0.99997508  =   0.99996804
 FF0427!UTM  15      -   0.99999296  x   1.00049593  =   1.00048889
 FF0427!UTM  16      -   0.99999296  x   1.00054906  =   1.00054202
 FF0427
 FF0427:                Primary Azimuth Mark                     Grid Az
 FF0427:SPC TN       -  DUMP AZ MK                               061 15 21.8
 FF0427:SPC AR N     -  DUMP AZ MK                               057 45 01.3
 FF0427:UTM  15      -  DUMP AZ MK                               057 11 19.9
 FF0427:UTM  16      -  DUMP AZ MK                               060 38 20.1
 FF0427
 FF0427|---------------------------------------------------------------------|
 FF0427| PID    Reference Object                     Distance      Geod. Az  |
 FF0427|                                                           dddmmss.s |
 FF0427| FF0426 DUMP AZ MK                                         0585320.5 |
 FF0427| FF0428 DUMP RM 1                            21.106 METERS 20546     |
 FF0427| FF0429 DUMP RM 2                            29.399 METERS 24248     |
 FF0427|---------------------------------------------------------------------|
 FF0427
 FF0427                          SUPERSEDED SURVEY CONTROL
 FF0427
 FF0427  NAD 83(1995)-  35 04 32.04137(N)    090 02 35.46185(W) AD(       ) 2
 FF0427  NAD 83(1995)-  35 04 32.04514(N)    090 02 35.46234(W) AD(       ) 2
 FF0427  NAD 83(1986)-  35 04 32.04929(N)    090 02 35.46326(W) AD(       ) 2
 FF0427  NAD 27      -  35 04 31.72020(N)    090 02 35.12960(W) AD(       ) 2
 FF0427  NGVD 29 (??/??/??)   72.118  (m)          236.61   (f) ADJUSTED    2 0
 FF0427
 FF0427.Superseded values are not recommended for survey control.
 FF0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0427.See file dsdata.txt to determine how the superseded data were derived.
 FF0427
 FF0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6960785423(NAD 83)
 FF0427_MARKER: DS = TRIANGULATION STATION DISK
 FF0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0427+STABILITY: SURFACE MOTION
 FF0427
 FF0427  HISTORY     - Date     Condition        Report By
 FF0427  HISTORY     - 1959     MONUMENTED       CGS
 FF0427  HISTORY     - 1959     GOOD             CGS
 FF0427  HISTORY     - 19941102 MARK NOT FOUND   TN1620
 FF0427
 FF0427                          STATION DESCRIPTION
 FF0427
 FF0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0427'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF DOWNTOWN
 FF0427'MEMPHIS IN THE MEMPHIS CITY DUMP AREA AND JUST NORTH OF NONCONNAH
 FF0427'CREEK.  IT IS ON THE NORTH SLOPE OF THE NORTH LEVEE OF THE
 FF0427'NOCONNAH CREEK DRAINAGE CANAL AND AT THE NORTH EDGE OF THE DUMP
 FF0427'AREA.  THE STATION, A STANDARD TRIANGULATION DISK STAMPED DUMP
 FF0427'1959 IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FF0427'THAT IS SET FLUSH WITH THE SURROUNDING SURFACE, ABOUT 4 FEET
 FF0427'BELOW THE TOP OF THE LEVEE, 24 FEET NORTH OF THE CENTER OF
 FF0427'THE LEVEE ROAD AND JUST SOUTH OF A WITNESS SIGN.
 FF0427'
 FF0427'TO REACH THE STATION FROM THE INTERSECTION OF MALLORY AVENUE
 FF0427'AND PROSPECT STREET IN THE SOUTHWEST SECTION OF MEMPHIS, GO
 FF0427'SOUTH ON PROSPECT STREET FOR 0.4 MILE TO THE CROSSING AT THE
 FF0427'I.C. (MEMPHIS AND STATE LINE RAILROAD), PASS OVER THE RAILROAD
 FF0427'AND TURN RIGHT, SOUTHWEST, ON THE LEVEE ROAD FOR 0.05 MILE TO
 FF0427'WHERE THE LEVEE TURNS TO THE RIGHT AND THE AZIMUTH MARK ON THE
 FF0427'LEFT AS DESCRIBED.  CONTINUE WEST SOUTHWEST ALONG THE LEVEE
 FF0427'ROAD FOR 0.4 MILE AND THE STATION ON THE RIGHT AS DESCRIBED.
 FF0427'
 FF0427'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUMP NO 1 1959
 FF0427'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 FF0427'SET FLUSH WITH THE SURROUNDING SURFACE.  IT IS ON THE SOUTH SLOPE
 FF0427'OF THE LEVEE ABOUT 2 FEET BELOW THE TOP OF THE LEVEE AND 20
 FF0427'FEET SOUTH OF THE CENTER OF THE LEVEE ROAD.
 FF0427'
 FF0427'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUMP NO 2 1959
 FF0427'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 FF0427'SET FLUSH WITH THE SURROUNDING SURFACE.  IT IS ON THE NORTH
 FF0427'SLOPE OF THE LEVEE ABOUT 4 FEET BELOW THE TOP OF THE LEVEE AND
 FF0427'24 FEET NORTH OF THE CENTER OF THE LEVEE ROAD.
 FF0427'
 FF0427'THE AZIMUTH MARK IS LOCATED ON TOP THE LEVEE ABOUT 0.4 MILE
 FF0427'NORTHEAST OF THE STATION.  IT IS A STANDARD DISK STAMPED DUMP
 FF0427'1959 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0427'PROJECTS ABOUT 3 INCHES ABOVE THE SURROUNDING SURFACE, 68 FEET
 FF0427'SOUTH OF THE CENTER OF THE LEVEE ROAD, 42 FEET WEST OF THE EAST
 FF0427'EDGE OF AN EMBANKMENT, 5.0 FEET NORTH OF A POWERLINE POLE,
 FF0427'AND JUST SOUTH OF A WITNESS SIGN.
 FF0427'
 FF0427'HEIGHT OF LIGHT ABOVE STATION MARK 22.08 METERS.
 FF0427
 FF0427                          STATION RECOVERY (1959)
 FF0427
 FF0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0427'IN MEMPHIS.
 FF0427'TO REACH THE STATION FROM THE INTERSECTION OF MALLORY AVENUE AND
 FF0427'PROSPECT STREET IN THE SOUTHWEST SECTION OF MEMPHIS, GO SOUTH
 FF0427'ON PROSPECT STREET FOR 0.4 MILE TO THE CROSSING AT THE I.C.
 FF0427'(MEMPHIS AND STATE LINE RAILROAD), PASS OVER THE RAILROAD AND
 FF0427'TURH RIGHT, SOUTHWEST, ON THE LEVEE ROAD FOR 0.05 MILE TO
 FF0427'WHERE THE LEVEE TURNS TO THE RIGHT, CONTINUE WEST SOUTHWEST ALONG
 FF0427'THE LEVEE ROAD FOR 0.4 MILE AND THE STATION ON THE RIGHT AS
 FF0427'DESCRIBED.  IT IS LOCATED ABOUT 5.0 MILES SOUTH OF DOWNTOWN MEMPHIS
 FF0427'IN THE MEMPHIS CITY DUMP AREA AND JUST NORTH OF NONCONNAH CREEK.
 FF0427'IT IS ON THE NORTH SLOPE OF THE NORTH LEVEE OF THE NOCONNAH
 FF0427'CREEK DRAINAGE CANAL AND AT THE NORTH EDGE OF THE DUMP AREA.
 FF0427'IT IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0427'IS SET FLUSH WITH THE GROUND, ABOUT 4 FEET BELOW THE TOP OF THE
 FF0427'LEVEE, 24 FEET NORTH OF THE CENTER OF THE LEVEE ROAD AND JUST
 FF0427'SOUTH OF A WITNESS POST.  IT IS 1.0 MILE WEST OF STATION
 FF0427'BELLEVUE 1959.
 FF0427
 FF0427                          STATION RECOVERY (1994)
 FF0427
 FF0427'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0426 ***********************************************************************
 FF0426  DESIGNATION -  DUMP AZ MK
 FF0426  PID         -  FF0426
 FF0426  STATE/COUNTY-  TN/SHELBY
 FF0426  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0426
 FF0426                         *CURRENT SURVEY CONTROL
 FF0426  ___________________________________________________________________
 FF0426* NAD 83(1986)-  35 04 42.     (N)    090 02 14.     (W)     SCALED    
 FF0426* NAVD 88     -        73.094  (meters)     239.81   (feet)  ADJUSTED  
 FF0426  ___________________________________________________________________
 FF0426  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0426  DYNAMIC HT  -          73.027 (meters)     239.59  (feet)  COMP
 FF0426  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FF0426
 FF0426  VERT ORDER  -  SECOND    CLASS 0
 FF0426
 FF0426.The horizontal coordinates were scaled from a topographic map and have
 FF0426.an estimated accuracy of +/- 6 seconds.
 FF0426
 FF0426.The orthometric height was determined by differential leveling
 FF0426.and adjusted by the National Geodetic Survey in June 1991..
 FF0426
 FF0426.The geoid height was determined by GEOID03.
 FF0426
 FF0426.The dynamic height is computed by dividing the NAVD 88
 FF0426.geopotential number by the normal gravity value computed on the
 FF0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0426.degrees latitude (g = 980.6199 gals.).
 FF0426
 FF0426.The modeled gravity was interpolated from observed gravity values.
 FF0426
 FF0426;                    North         East    Units  Estimated Accuracy
 FF0426;SPC TN       -    90,250.      231,890.      MT  (+/- 180 meters Scaled)
 FF0426
 FF0426                          SUPERSEDED SURVEY CONTROL
 FF0426
 FF0426  NGVD 29 (??/??/??)   73.063  (m)          239.71   (f) ADJUSTED    2 0
 FF0426
 FF0426.Superseded values are not recommended for survey control.
 FF0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0426.See file dsdata.txt to determine how the superseded data were derived.
 FF0426
 FF0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU701857(NAD 83)
 FF0426_MARKER: DZ = AZIMUTH MARK DISK
 FF0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0426_STAMPING: DUMP 1959
 FF0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0426+STABILITY: SURFACE MOTION
 FF0426
 FF0426  HISTORY     - Date     Condition        Report By
 FF0426  HISTORY     - 1959     MONUMENTED       CGS
 FF0426  HISTORY     - 19941012 MARK NOT FOUND   TN1620
 FF0426
 FF0426                          STATION DESCRIPTION
 FF0426
 FF0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0426'IN MEMPHIS.
 FF0426'TO REACH THE STATION FROM THE DUMP 1959 STATION SITE GO NORTHEAST
 FF0426'ON LEVEE ROAD FOR 0.4 MILE TO STATION ON THE RIGHT.  IT IS SET
 FF0426'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FF0426'3 INCHES FROM THE SURFACE OF THE GROUND, 68 FEET SOUTH OF THE
 FF0426'CENTER OF LEVEE ROAD, 42 FEET WEST OF THE EAST EDGE OF AN
 FF0426'EMBANKMENT, 5 FEET NORTH OF A POWERLINE POLE AND JUST SOUTH OF A
 FF0426'WITNESS POST.
 FF0426
 FF0426                          STATION RECOVERY (1994)
 FF0426
 FF0426'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0428 ***********************************************************************
 FF0428  DESIGNATION -  DUMP RM 1
 FF0428  PID         -  FF0428
 FF0428  STATE/COUNTY-  TN/SHELBY
 FF0428  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0428
 FF0428                         *CURRENT SURVEY CONTROL
 FF0428  ___________________________________________________________________
 FF0428* NAD 83(1986)-  35 04 32.     (N)    090 02 35.     (W)     SCALED    
 FF0428* NAVD 88     -        73.145  (meters)     239.98   (feet)  ADJUSTED  
 FF0428  ___________________________________________________________________
 FF0428  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0428  DYNAMIC HT  -          73.078 (meters)     239.76  (feet)  COMP
 FF0428  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FF0428
 FF0428  VERT ORDER  -  SECOND    CLASS 0
 FF0428
 FF0428.The horizontal coordinates were scaled from a topographic map and have
 FF0428.an estimated accuracy of +/- 6 seconds.
 FF0428
 FF0428.The orthometric height was determined by differential leveling
 FF0428.and adjusted by the National Geodetic Survey in June 1991..
 FF0428
 FF0428.The geoid height was determined by GEOID03.
 FF0428
 FF0428.The dynamic height is computed by dividing the NAVD 88
 FF0428.geopotential number by the normal gravity value computed on the
 FF0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0428.degrees latitude (g = 980.6199 gals.).
 FF0428
 FF0428.The modeled gravity was interpolated from observed gravity values.
 FF0428
 FF0428;                    North         East    Units  Estimated Accuracy
 FF0428;SPC TN       -    89,970.      231,350.      MT  (+/- 180 meters Scaled)
 FF0428
 FF0428                          SUPERSEDED SURVEY CONTROL
 FF0428
 FF0428  NGVD 29 (??/??/??)   73.114  (m)          239.87   (f) ADJUSTED    2 0
 FF0428
 FF0428.Superseded values are not recommended for survey control.
 FF0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0428.See file dsdata.txt to determine how the superseded data were derived.
 FF0428
 FF0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU696854(NAD 83)
 FF0428_MARKER: DR = REFERENCE MARK DISK
 FF0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0428+STABILITY: SURFACE MOTION
 FF0428
 FF0428  HISTORY     - Date     Condition        Report By
 FF0428  HISTORY     - 1959     MONUMENTED       CGS
 FF0428  HISTORY     - 1959     GOOD             CGS
 FF0428
 FF0428                          STATION DESCRIPTION
 FF0428
 FF0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0428'IN MEMPHIS.
 FF0428'IT IS LOCATED AT THE DUMP 1959 STATION SITE.  IT IS SET IN THE
 FF0428'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 FF0428'AREA.  IT IS ON THE SOUTH SLOPE OF THE LEVEE ABOUT 2 FEET BELOW
 FF0428'THE TOP OF THE LEVEE, 20 FEET SOUTH OF THE CENTER OF THE LEVEE
 FF0428'AND 69.2 FEET SOUTHWEST OF STATION DUMP 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0429 ***********************************************************************
 FF0429  DESIGNATION -  DUMP RM 2
 FF0429  PID         -  FF0429
 FF0429  STATE/COUNTY-  TN/SHELBY
 FF0429  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0429
 FF0429                         *CURRENT SURVEY CONTROL
 FF0429  ___________________________________________________________________
 FF0429* NAD 83(1986)-  35 04 30.     (N)    090 02 35.     (W)     SCALED    
 FF0429* NAVD 88     -        72.550  (meters)     238.02   (feet)  ADJUSTED  
 FF0429  ___________________________________________________________________
 FF0429  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0429  DYNAMIC HT  -          72.483 (meters)     237.80  (feet)  COMP
 FF0429  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FF0429
 FF0429  VERT ORDER  -  SECOND    CLASS 0
 FF0429
 FF0429.The horizontal coordinates were scaled from a topographic map and have
 FF0429.an estimated accuracy of +/- 6 seconds.
 FF0429
 FF0429.The orthometric height was determined by differential leveling
 FF0429.and adjusted by the National Geodetic Survey in June 1991..
 FF0429
 FF0429.The geoid height was determined by GEOID03.
 FF0429
 FF0429.The dynamic height is computed by dividing the NAVD 88
 FF0429.geopotential number by the normal gravity value computed on the
 FF0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0429.degrees latitude (g = 980.6199 gals.).
 FF0429
 FF0429.The modeled gravity was interpolated from observed gravity values.
 FF0429
 FF0429;                    North         East    Units  Estimated Accuracy
 FF0429;SPC TN       -    89,910.      231,350.      MT  (+/- 180 meters Scaled)
 FF0429
 FF0429                          SUPERSEDED SURVEY CONTROL
 FF0429
 FF0429  NGVD 29 (??/??/??)   72.519  (m)          237.92   (f) ADJUSTED    2 0
 FF0429
 FF0429.Superseded values are not recommended for survey control.
 FF0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0429.See file dsdata.txt to determine how the superseded data were derived.
 FF0429
 FF0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU696853(NAD 83)
 FF0429_MARKER: DS = TRIANGULATION STATION DISK
 FF0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0429_STAMPING: DUMP NO 2 1959
 FF0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0429+STABILITY: SURFACE MOTION
 FF0429
 FF0429  HISTORY     - Date     Condition        Report By
 FF0429  HISTORY     - 1959     MONUMENTED       CGS
 FF0429
 FF0429                          STATION DESCRIPTION
 FF0429
 FF0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0429'IN MEMPHIS.
 FF0429'IT IS LOCATED AT THE DUMP 1959 STATION SITE.  IT IS 96.4 FEET
 FF0429'WEST-SOUTHWEST FROM DUMP 1959, ON THE NORTH SLOPE OF THE LEVEE
 FF0429'ABOUT 4 FEET BELOW THE TOP OF THE LEVEE AND 24 FEET NORTH OF THE
 FF0429'CENTER OF THE LEVEE ROAD AND IS SET IN THE TOP OF A 10-INCH
 FF0429'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURROUNDING
 FF0429'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3332 ***********************************************************************
 GA3332  DESIGNATION -  DUMPLIN
 GA3332  PID         -  GA3332
 GA3332  STATE/COUNTY-  TN/JEFFERSON
 GA3332  USGS QUAD   -  NEW MARKET (1987)
 GA3332
 GA3332                         *CURRENT SURVEY CONTROL
 GA3332  ___________________________________________________________________
 GA3332* NAD 83(1995)-  36 00 20.32890(N)    083 33 02.93924(W)     ADJUSTED  
 GA3332* NAVD 88     -       355.0    (meters)    1165.     (feet)  VERTCON   
 GA3332  ___________________________________________________________________
 GA3332  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GA3332  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA3332
 GA3332  HORZ ORDER  -  SECOND
 GA3332
 GA3332.The horizontal coordinates were established by classical geodetic methods
 GA3332.and adjusted by the National Geodetic Survey in April 1999..
 GA3332
 GA3332.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3332
 GA3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3332
 GA3332.The geoid height was determined by GEOID03.
 GA3332
 GA3332;                    North         East     Units Scale Factor Converg.
 GA3332;SPC TN       -   188,304.665   820,778.223   MT  0.99995287   +1 26 01.9
 GA3332;SPC TN       -   617,796.22  2,692,836.55   sFT  0.99995287   +1 26 01.9
 GA3332;UTM  17      - 3,987,584.472   270,093.711   MT  1.00025134   -1 30 00.7
 GA3332
 GA3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3332!SPC TN       -   0.99994912  x   0.99995287  =   0.99990199
 GA3332!UTM  17      -   0.99994912  x   1.00025134  =   1.00020044
 GA3332
 GA3332|---------------------------------------------------------------------|
 GA3332| PID    Reference Object                     Distance      Geod. Az  |
 GA3332|                                                           dddmmss.s |
 GA3332| GA3538 DUMPLIN AZ MK                       369.839 METERS 16312     |
 GA3332| FB2626 DOUGLAS DAM WATER TANK              APPROX. 4.4 KM 1691853.6 |
 GA3332| DB9226 DUMPLIN RM 1                         27.739 METERS 20821     |
 GA3332| DB9227 DUMPLIN RM 2                         21.642 METERS 32200     |
 GA3332|---------------------------------------------------------------------|
 GA3332
 GA3332                          SUPERSEDED SURVEY CONTROL
 GA3332
 GA3332  NAD 83(1995)-  36 00 20.33560(N)    083 33 02.94095(W) AD(       ) 2
 GA3332  NAD 83(1995)-  36 00 20.33577(N)    083 33 02.94121(W) AD(       ) 2
 GA3332  NAD 83(1995)-  36 00 20.33568(N)    083 33 02.94099(W) AD(       ) 2
 GA3332  NAD 83(1986)-  36 00 20.34027(N)    083 33 02.94004(W) AD(       ) 2
 GA3332  NAD 27      -  36 00 20.02350(N)    083 33 03.32850(W) AD(       ) 2
 GA3332  NGVD 29 (07/19/86)  355.2    (m)         1165.     (f) VERT ANG       
 GA3332
 GA3332.Superseded values are not recommended for survey control.
 GA3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3332.See file dsdata.txt to determine how the superseded data were derived.
 GA3332
 GA3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7009487584(NAD 83)
 GA3332_MARKER: DE = TRAVERSE STATION DISK
 GA3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3332
 GA3332  HISTORY     - Date     Condition        Report By
 GA3332  HISTORY     - 1961     MONUMENTED       CGS
 GA3332
 GA3332                          STATION DESCRIPTION
 GA3332
 GA3332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3332'THE STATION IS LOCATED ON THE PROPERTY OF MRS. OLLIE BROOKS, ABOUT 3
 GA3332'MILES NORTH OF THE
 GA3332'DOUGLAS DAM AND ABOUT 0.5 MILE SOUTHEAST OF DUMPLIN.
 GA3332'
 GA3332'TO REACH THE STATION FROM THE EASTERN END OF THE FOUR LANE HIGHWAY AT
 GA3332'THE JUNCTION OF U.S.
 GA3332'HIGHWAYS 70 AND 11E WHICH IS ABOUT 10 MILES EAST OF
 GA3332'KNOXVILLE, GO EAST ON U.S.  HIGHWAY
 GA3332'70 FOR 5.1 MILES TO THE JUNCTION
 GA3332'OF STATE HIGHWAY 139, CONTINUE EAST ON U.S.  HIGHWAY
 GA3332'70 FOR 4.0 MILES
 GA3332'TO A SIDE ROAD ON THE RIGHT, DUMPLIN LOOP, TURN RIGHT AND GO 1.6
 GA3332'MILES TO A
 GA3332'T-JUNCTION AT DUMPLIN SHOPPING CENTER ON THE RIGHT, TURN
 GA3332'LEFT AND GO 0.1 MILE TO A
 GA3332'SIDE ROAD ON THE RIGHT AT THE DUMPLIN
 GA3332'BAPTIST CHURCH, TURN RIGHT PASSING THE EAST
 GA3332'SIDE OF CHURCH AND GO
 GA3332'0.15 MILE TO A SIDE ROAD ON THE LEFT AT THE CEMETERY ENTRANCE
 GA3332'STRAIGHT
 GA3332'AHEAD, TURN LEFT AND GO 0.2 MILE TO A DIM TRACK ROAD* ON THE
 GA3332'LEFT NEAR THE SUMMIT, TURN
 GA3332'LEFT AND FOLLOW DIM TRACK ROAD ALONG THE
 GA3332'SOUTH SIDE OF TIMBER FOR 0.35 MILE TO THE
 GA3332'HIGHEST PART OF HILL AND
 GA3332'THE STATION AS DESCRIBED.
 GA3332'
 GA3332'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DUMPLIN 1961,
 GA3332'SET IN A SQUARE CONCRETE
 GA3332'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 2.6 FEET
 GA3332'SOUTHWEST OF A WITNESS SIGN AND
 GA3332'SET ON THE HIGHEST PART OF HILL.
 GA3332'
 GA3332'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED DUMPLIN NO 1 1961,
 GA3332'SET IN A SQUARE CONCRETE
 GA3332'MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 25 FEET
 GA3332'SOUTH OF A 18-INCH TRIANGULAR
 GA3332'BLAZED TREE, SET ON THE SOUTHEASTERLY
 GA3332'SLOPE OF THE HILL AND SET ABOUT 2 FEET LOWER
 GA3332'THAN THE STATION MARK.
 GA3332'
 GA3332'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED DUMPLIN NO 2 1961,
 GA3332'SET IN A SQUARE CONCRETE
 GA3332'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 13 FEET
 GA3332'SOUTH OF A TRIANGULAR BLAZED PINE
 GA3332'TREE, SET ON THE NORTHWEST SLOPE OF
 GA3332'THE HILL AND SET ABOUT 4 FEET LOWER THAN THE STATION
 GA3332'MARK.
 GA3332'
 GA3332'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUMPLIN 1961, SET IN A
 GA3332'SQUARE CONCRETE
 GA3332'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 17 FEET NORTHEAST
 GA3332'OF THE SOUTHEAST CORNER OF
 GA3332'AN ABANDONED HOUSE, 15.3 FEET EAST OF THE
 GA3332'NORTHEAST CORNER OF THE HOUSE, 2.7 FEET NORTH
 GA3332'OF A WITNESS SIGN AND 2
 GA3332'FEET EAST OF A NORTH-SOUTH FENCE LINE.
 GA3332'
 GA3332'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GA3332'
 GA3332'*TO REACH THE AZIMUTH MARK FROM THE DIM TRACK ROAD ON THE LEFT,
 GA3332'CONTINUE ON THE MAIN TRACK
 GA3332'ROAD FOR 0.25 MILE TO AN ABANDONED HOUSE AND THE AZIMUTH
 GA3332'MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3538 ***********************************************************************
 GA3538  DESIGNATION -  DUMPLIN AZ MK
 GA3538  PID         -  GA3538
 GA3538  STATE/COUNTY-  TN/JEFFERSON
 GA3538  USGS QUAD   -  NEW MARKET (1987)
 GA3538
 GA3538                         *CURRENT SURVEY CONTROL
 GA3538  ___________________________________________________________________
 GA3538* NAD 83(1995)-  36 00 08.84133(N)    083 32 58.67296(W)     ADJUSTED  
 GA3538* NAVD 88     -       320.0    (meters)    1050.     (feet)  VERTCON   
 GA3538  ___________________________________________________________________
 GA3538  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GA3538  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA3538
 GA3538  HORZ ORDER  -  SECOND
 GA3538
 GA3538.The horizontal coordinates were established by classical geodetic methods
 GA3538.and adjusted by the National Geodetic Survey in April 1999..
 GA3538
 GA3538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3538
 GA3538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3538
 GA3538.The geoid height was determined by GEOID03.
 GA3538
 GA3538;                    North         East     Units Scale Factor Converg.
 GA3538;SPC TN       -   187,953.398   820,893.892   MT  0.99995270   +1 26 04.4
 GA3538;SPC TN       -   616,643.77  2,693,216.04   sFT  0.99995270   +1 26 04.4
 GA3538;UTM  17      - 3,987,227.637   270,191.277   MT  1.00025079   -1 29 57.8
 GA3538
 GA3538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3538!SPC TN       -   0.99995461  x   0.99995270  =   0.99990731
 GA3538!UTM  17      -   0.99995461  x   1.00025079  =   1.00020539
 GA3538
 GA3538|---------------------------------------------------------------------|
 GA3538| PID    Reference Object                     Distance      Geod. Az  |
 GA3538|                                                           dddmmss.s |
 GA3538| GA3332 DUMPLIN                             369.839 METERS 34313     |
 GA3538|---------------------------------------------------------------------|
 GA3538
 GA3538                          SUPERSEDED SURVEY CONTROL
 GA3538
 GA3538  NAD 83(1995)-  36 00 08.84803(N)    083 32 58.67469(W) AD(       ) 2
 GA3538  NAD 83(1995)-  36 00 08.84821(N)    083 32 58.67492(W) AD(       ) 2
 GA3538  NAD 83(1995)-  36 00 08.84809(N)    083 32 58.67471(W) AD(       ) 2
 GA3538  NAD 83(1986)-  36 00 08.85269(N)    083 32 58.67377(W) AD(       ) 2
 GA3538  NAD 27      -  36 00 08.53590(N)    083 32 59.06280(W) AD(       ) 2
 GA3538  NGVD 29 (07/19/86)  320.2    (m)         1051.     (f) VERT ANG       
 GA3538
 GA3538.Superseded values are not recommended for survey control.
 GA3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3538.See file dsdata.txt to determine how the superseded data were derived.
 GA3538
 GA3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7019187228(NAD 83)
 GA3538_MARKER: DZ = AZIMUTH MARK DISK
 GA3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3538_MARK LOGO: CGS   
 GA3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3538+STABILITY: SURFACE MOTION
 GA3538
 GA3538  HISTORY     - Date     Condition        Report By
 GA3538  HISTORY     - 1961     MONUMENTED       CGS
 GA3538
 GA3538                          STATION DESCRIPTION
 GA3538
 GA3538'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA3538'TO REACH THE STATION FROM THE EASTERN END OF THE FOUR LANE HIGHWAY AT
 GA3538'THE JUNCTION OF U.S.
 GA3538'HIGHWAYS 70 AND 11E WHICH IS ABOUT 10 MILES EAST OF
 GA3538'KNOXVILLE, GO EAST ON U.S.  HIGHWAY
 GA3538'70 FOR 5.1 MILES TO THE JUNCTION
 GA3538'OF STATE HIGHWAY 139, CONTINUE EAST ON U.S.  HIGHWAY
 GA3538'70 FOR 4.0 MILES
 GA3538'TO A SIDE ROAD ON THE RIGHT, DUMPLIN LOOP, TURN RIGHT AND GO 1.6
 GA3538'MILES TO A
 GA3538'T-JUNCTION AT DUMPLIN SHOPPING CENTER ON THE RIGHT, TURN
 GA3538'LEFT AND GO 0.1 MILE TO A
 GA3538'SIDE ROAD ON THE RIGHT AT THE DUMPLIN
 GA3538'BAPTIST CHURCH, TURN RIGHT PASSING THE EAST
 GA3538'SIDE OF CHURCH AND GO
 GA3538'0.15 MILE TO A SIDE ROAD ON THE LEFT AT THE CEMETERY ENTRANCE
 GA3538'STRAIGHT
 GA3538'AHEAD, TURN LEFT AND GO 0.2 MILE TO A DIM TRACK ROAD* ON THE
 GA3538'LEFT NEAR THE SUMMIT.
 GA3538'CONTINUE ON THE MAIN TRACK
 GA3538'ROAD FOR 0.25 MILE TO AN ABANDONED HOUSE AND THE AZIMUTH
 GA3538'MARK AS DESCRIBED.
 GA3538'
 GA3538'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUMPLIN 1961, SET IN A
 GA3538'SQUARE CONCRETE
 GA3538'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 17 FEET NORTHEAST
 GA3538'OF THE SOUTHEAST CORNER OF
 GA3538'AN ABANDONED HOUSE, 15.3 FEET EAST OF THE
 GA3538'NORTHEAST CORNER OF THE HOUSE, 2.7 FEET NORTH
 GA3538'OF A WITNESS SIGN AND 2
 GA3538'FEET EAST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1128 ***********************************************************************
 FC1128  DESIGNATION -  DUNLAP
 FC1128  PID         -  FC1128
 FC1128  STATE/COUNTY-  TN/SEQUATCHIE
 FC1128  USGS QUAD   -  DAUS (1974)
 FC1128
 FC1128                         *CURRENT SURVEY CONTROL
 FC1128  ___________________________________________________________________
 FC1128* NAD 83(1986)-  35 22 18.     (N)    085 23 24.     (W)     SCALED    
 FC1128* NAVD 88     -       218.735  (meters)     717.63   (feet)  ADJUSTED  
 FC1128  ___________________________________________________________________
 FC1128  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FC1128  DYNAMIC HT  -         218.528 (meters)     716.95  (feet)  COMP
 FC1128  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FC1128
 FC1128  VERT ORDER  -  SECOND    CLASS 0
 FC1128
 FC1128.The horizontal coordinates were scaled from a topographic map and have
 FC1128.an estimated accuracy of +/- 6 seconds.
 FC1128
 FC1128.The orthometric height was determined by differential leveling
 FC1128.and adjusted by the National Geodetic Survey in June 1991..
 FC1128
 FC1128.The geoid height was determined by GEOID03.
 FC1128
 FC1128.The dynamic height is computed by dividing the NAVD 88
 FC1128.geopotential number by the normal gravity value computed on the
 FC1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1128.degrees latitude (g = 980.6199 gals.).
 FC1128
 FC1128.The modeled gravity was interpolated from observed gravity values.
 FC1128
 FC1128;                    North         East    Units  Estimated Accuracy
 FC1128;SPC TN       -   115,380.      655,430.      MT  (+/- 180 meters Scaled)
 FC1128
 FC1128                          SUPERSEDED SURVEY CONTROL
 FC1128
 FC1128  NGVD 29 (??/??/92)  218.775  (m)          717.76   (f) ADJ UNCH    2 0
 FC1128
 FC1128.Superseded values are not recommended for survey control.
 FC1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1128.See file dsdata.txt to determine how the superseded data were derived.
 FC1128
 FC1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE462154(NAD 83)
 FC1128_MARKER: DB = BENCH MARK DISK
 FC1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1128_STAMPING: DUNLAP 1933
 FC1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1128+STABILITY: SURFACE MOTION
 FC1128
 FC1128  HISTORY     - Date     Condition        Report By
 FC1128  HISTORY     - 1933     MONUMENTED       CGS
 FC1128
 FC1128                          STATION DESCRIPTION
 FC1128
 FC1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FC1128'AT DUNLAP.
 FC1128'AT DUNLAP, SEQUATCHIE COUNTY, AT THE NORTHEAST CORNER OF THE
 FC1128'MAIN STREET INTERSECTION, AT THE SOUTHWEST CORNER OF THE JOE
 FC1128'ANDERSON STORE, 2-1/2 FEET NORTH OF THE CORNER IN THE THIRTEENTH
 FC1128'BRICK COURSE, AND 2-1/2 FEET HIGHER THAN THE SIDEWALK.  A
 FC1128'STANDARD DISK, STAMPED DUNLAP 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2351 ***********************************************************************
 GA2351  DESIGNATION -  DUNN
 GA2351  PID         -  GA2351
 GA2351  STATE/COUNTY-  TN/CLAIBORNE
 GA2351  USGS QUAD   -  AUSMUS (1980)
 GA2351
 GA2351                         *CURRENT SURVEY CONTROL
 GA2351  ___________________________________________________________________
 GA2351* NAD 83(1995)-  36 29 18.23684(N)    083 49 44.37615(W)     ADJUSTED  
 GA2351* NAVD 88     -       407.270  (meters)    1336.18   (feet)  ADJUSTED  
 GA2351  ___________________________________________________________________
 GA2351  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 GA2351  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2351  DYNAMIC HT  -         406.914 (meters)    1335.02  (feet)  COMP
 GA2351  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 GA2351
 GA2351  HORZ ORDER  -  SECOND
 GA2351  VERT ORDER  -  SECOND    CLASS 0
 GA2351
 GA2351.The horizontal coordinates were established by classical geodetic methods
 GA2351.and adjusted by the National Geodetic Survey in April 1999..
 GA2351
 GA2351.The orthometric height was determined by differential leveling
 GA2351.and adjusted by the National Geodetic Survey in June 1991..
 GA2351
 GA2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2351
 GA2351.The geoid height was determined by GEOID03.
 GA2351
 GA2351.The dynamic height is computed by dividing the NAVD 88
 GA2351.geopotential number by the normal gravity value computed on the
 GA2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2351.degrees latitude (g = 980.6199 gals.).
 GA2351
 GA2351.The modeled gravity was interpolated from observed gravity values.
 GA2351
 GA2351;                    North         East     Units Scale Factor Converg.
 GA2351;SPC TN       -   241,266.283   794,518.557   MT  1.00001351   +1 16 15.6
 GA2351;SPC TN       -   791,554.46  2,606,682.97   sFT  1.00001351   +1 16 15.6
 GA2351;UTM  17      - 4,041,843.404   246,580.556   MT  1.00039132   -1 40 59.5
 GA2351
 GA2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2351!SPC TN       -   0.99994084  x   1.00001351  =   0.99995435
 GA2351!UTM  17      -   0.99994084  x   1.00039132  =   1.00033214
 GA2351
 GA2351|---------------------------------------------------------------------|
 GA2351| PID    Reference Object                     Distance      Geod. Az  |
 GA2351|                                                           dddmmss.s |
 GA2351| GA2352 DUNN RM 1                             6.404 METERS 06537     |
 GA2351| GA2349 DUNN AZ MK                          APPROX. 1.2 KM 2173648.4 |
 GA2351| GA2350 DUNN RM 2                             6.224 METERS 24819     |
 GA2351|---------------------------------------------------------------------|
 GA2351
 GA2351                          SUPERSEDED SURVEY CONTROL
 GA2351
 GA2351  NAD 83(1995)-  36 29 18.23799(N)    083 49 44.37717(W) AD(       ) 2
 GA2351  NAD 83(1995)-  36 29 18.24225(N)    083 49 44.37462(W) AD(       ) 2
 GA2351  NAD 83(1995)-  36 29 18.24523(N)    083 49 44.37785(W) AD(       ) 2
 GA2351  NAD 83(1986)-  36 29 18.24752(N)    083 49 44.37650(W) AD(       ) 2
 GA2351  NAD 27      -  36 29 17.96465(N)    083 49 44.67223(W) AD(       ) 2
 GA2351  NGVD 29 (??/??/92)  407.418  (m)         1336.67   (f) ADJ UNCH    2 0
 GA2351
 GA2351.Superseded values are not recommended for survey control.
 GA2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2351.See file dsdata.txt to determine how the superseded data were derived.
 GA2351
 GA2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4658141843(NAD 83)
 GA2351_MARKER: DD = SURVEY DISK
 GA2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2351_STAMPING: DUNN 1964
 GA2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2351+STABILITY: SURFACE MOTION
 GA2351
 GA2351  HISTORY     - Date     Condition        Report By
 GA2351  HISTORY     - 1964     MONUMENTED       TNHD
 GA2351  HISTORY     - 1965     GOOD             TNHD
 GA2351
 GA2351                          STATION DESCRIPTION
 GA2351
 GA2351'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2351'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF LAFOLLETTE ON THE
 GA2351'PROPERTY OF MRS.  H. L.
 GA2351'DUNN.
 GA2351'
 GA2351'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 3.0 MILES
 GA2351'NORTHEAST ON STATE ROUTE 63
 GA2351'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 GA2351'AHEAD FOR 0.7 MILE EAST TO A
 GA2351'GRAVELED ROAD ON THE LEFT LEADING TO THE
 GA2351'CARR CEMETERY, TURN LEFT, NORTH, AND GO 0.1
 GA2351'MILE TO A FENCE, THEN
 GA2351'TURN RIGHT, EAST, AND GO 0.05 MILE ALONG THE FENCE TO THE
 GA2351'STATION.
 GA2351'
 GA2351'THE STATION IS 54 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE
 GA2351'AROUND THE CEMETERY, 2.1
 GA2351'FEET EAST OF A WITNESS POST AND 2 FEET SOUTHEAST OF
 GA2351'THE FENCE.  THE SURFACE AND
 GA2351'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA2351'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GA2351'STAMPED DUNN 1964.  THE
 GA2351'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA2351'SURFACE DISK IS
 GA2351'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2351'
 GA2351'REFERENCE MARK NO. 1 IS 33 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 GA2351'THE FENCE AND 2 FEET
 GA2351'SOUTHEAST OF THE FENCE.  IT IS A STANDARD TENNESSEE
 GA2351'HIGHWAY DEPARTMENT DISK SET
 GA2351'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2351'MONUMENT AND THE DISK IS STAMPED DUNN RM-1
 GA2351'1964.
 GA2351'
 GA2351'REFERENCE MARK NO. 2 IS 96 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 GA2351'THE FENCE AND 2 FEET
 GA2351'SOUTHEAST OF THE FENCE.  IT IS A STANDARD TENNESSEE
 GA2351'HIGHWAY DEPARTMENT DISK SET
 GA2351'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2351'MONUMENT AND THE DISK IS STAMPED DUNN RM-2
 GA2351'1964.
 GA2351'
 GA2351'THE AZIMUTH MARK IS 103 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA2351'STATE ROUTE 63, 9 FEET
 GA2351'SOUTHWEST OF A GRAVELED ROAD, 9 FEET NORTHEAST OF A
 GA2351'WITNESS POST AND 9 FEET
 GA2351'NORTHEAST OF TELEPHONE POLE 253.  IT IS ON
 GA2351'THE PROPERTY OF MRS.  H.  RUSSEL.  IT IS A
 GA2351'STANDARD TENNESSEE HIGHWAY
 GA2351'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING
 GA2351'BEDROCK AND THE
 GA2351'DISK IS STAMPED DUNN AZI 1964.
 GA2351'
 GA2351'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GA2351'
 GA2351'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2351'
 GA2351'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2351
 GA2351                          STATION RECOVERY (1965)
 GA2351
 GA2351'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2351'3.7 MI NE FROM SPEEDWELL.
 GA2351'FROM THE POST OFFICE IN SPEEDWELL, GO 3.7 MILES NORTHEAST ON
 GA2351'STATE ROUTE 63 TO A GRAVELED ROAD ON THE LEFT LEADING TO THE
 GA2351'CARR CEMETERY, TURN LEFT, NORTH, AND GO 0.1 MILE TO A FENCE,
 GA2351'THEN TURN RIGHT, EAST AND GO 0.05 MILE ALONG THE FENCE TO THE
 GA2351'MARK, 54 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE
 GA2351'AROUND THE CEMETERY, 2.1 FEET EAST OF A METAL WITNESS POST WITH
 GA2351'SIGN AND 2 FEET SOUTHEAST OF THE FENCE.  THE MARK IS A STANDARD
 GA2351'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA2351'CONCRETE MONUMENT, STAMPED DUNN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1499 ***********************************************************************
 GD1499  DESIGNATION -  DUNN
 GD1499  PID         -  GD1499
 GD1499  STATE/COUNTY-  TN/WEAKLEY
 GD1499  USGS QUAD   -  GREENFIELD (1985)
 GD1499
 GD1499                         *CURRENT SURVEY CONTROL
 GD1499  ___________________________________________________________________
 GD1499* NAD 83(1995)-  36 07 56.72708(N)    088 45 36.85177(W)     ADJUSTED  
 GD1499* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 GD1499  ___________________________________________________________________
 GD1499  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GD1499  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1499
 GD1499  HORZ ORDER  -  SECOND
 GD1499
 GD1499.The horizontal coordinates were established by classical geodetic methods
 GD1499.and adjusted by the National Geodetic Survey in April 1999..
 GD1499
 GD1499.The orthometric height was scaled from a topographic map.
 GD1499
 GD1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1499
 GD1499.The geoid height was determined by GEOID03.
 GD1499
 GD1499;                    North         East     Units Scale Factor Converg.
 GD1499;SPC TN       -   203,111.954   351,586.029   MT  0.99996192   -1 36 57.4
 GD1499;SPC TN       -   666,376.47  1,153,495.16   sFT  0.99996192   -1 36 57.4
 GD1499;UTM  16      - 4,000,071.278   341,612.057   MT  0.99990911   -1 02 17.3
 GD1499
 GD1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1499!SPC TN       -   0.99998026  x   0.99996192  =   0.99994218
 GD1499!UTM  16      -   0.99998026  x   0.99990911  =   0.99988937
 GD1499
 GD1499|---------------------------------------------------------------------|
 GD1499| PID    Reference Object                     Distance      Geod. Az  |
 GD1499|                                                           dddmmss.s |
 GD1499| CG3963 DUNN RM 1                            25.548 METERS 06329     |
 GD1499| GD1495 TREZEVANT MUNICIPAL TANK            APPROX.18.3 KM 1363052.1 |
 GD1499| GD1505 BRADFORD MUNICIPAL TANK             APPROX. 7.6 KM 2134659.7 |
 GD1499| CG3962 DUNN AZ MK RESET                                   2270824.9 |
 GD1499| CG3961 DUNN AZ MK                                         2381801.3 |
 GD1499| GD1500 GREENFIELD MUNICIPAL TANK           APPROX. 4.4 KM 3050942.8 |
 GD1499| CG3965 DUNN RM 3                            24.312 METERS 32621     |
 GD1499| CG3964 DUNN RM 2                            23.860 METERS 32754     |
 GD1499| GD1501 SHARON MUNICIPAL TANK               APPROX.12.6 KM 3321655.6 |
 GD1499|---------------------------------------------------------------------|
 GD1499
 GD1499                          SUPERSEDED SURVEY CONTROL
 GD1499
 GD1499  NAD 83(1995)-  36 07 56.72914(N)    088 45 36.85526(W) AD(       ) 2
 GD1499  NAD 83(1995)-  36 07 56.72916(N)    088 45 36.85548(W) AD(       ) 2
 GD1499  NAD 83(1986)-  36 07 56.73890(N)    088 45 36.85057(W) AD(       ) 2
 GD1499  NAD 27      -  36 07 56.50500(N)    088 45 36.62900(W) AD(       ) 2
 GD1499
 GD1499.Superseded values are not recommended for survey control.
 GD1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1499.See file dsdata.txt to determine how the superseded data were derived.
 GD1499
 GD1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4161200071(NAD 83)
 GD1499_MARKER: DS = TRIANGULATION STATION DISK
 GD1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1499
 GD1499  HISTORY     - Date     Condition        Report By
 GD1499  HISTORY     - 1934     MONUMENTED       CGS
 GD1499  HISTORY     - 1958     GOOD             CGS
 GD1499  HISTORY     - 1967     GOOD             CGS
 GD1499
 GD1499                          STATION DESCRIPTION
 GD1499
 GD1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1499'ABOUT 14 MILES WEST BY SOUTH OF MC KENZIE, 4.75 MILES NORTH-NORTHEAST
 GD1499'OF BRADFORD, 2.75 MILES SOUTHEAST OF GREENFIELD, ON HIGHEST PART OF
 GD1499'CLEARED KNOLL, AND ON PROPERTY OF WILLIAM H. DUNN.  TO REACH FROM
 GD1499'JUNCTION OF STATE ROUTE 54 AND U.S. ROUTE 45E IN GREENFIELD,
 GD1499'FOLLOW ROUTE 54 EAST 1 BLOCK, TURN SOUTH AND GO 0.95 MILE TO ROAD
 GD1499'FORKS, TURN ONTO RIGHT FORK AND FOLLOW MAIN-TRAVELED ROAD 2.4
 GD1499'MILES TO POINT WHERE ROAD MAKES SHARP RIGHT TURN AND DIM ROAD
 GD1499'CONTINUES STRAIGHT AHEAD, MR. CANTRELLS HOME ON RIGHT, CONTINUE
 GD1499'STRAIGHT AHEAD ON DIM ROAD 0.2 MILES TO DUNNS HOME, TURN LEFT
 GD1499'THROUGH GATE AND UP SMALL BANK AND GO 0.3 MILE EAST AND NORTH OVER
 GD1499'DIM ROAD THROUGH FIELD AND ORCHARD TO TOP OF HILL AND STATION SITE ON
 GD1499'WASTE LAND JUST NORTH OF COTTON PATCH.  SURFACE AND UNDERGROUND
 GD1499'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1499'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GD1499'CONCRETE.  NO. 1 IS DOWN NORTHEAST SLOPE OF HILL AND 84.13
 GD1499'FEET SLOPE DISTANCE FROM STATION N 63 DEG 29 MIN E.  NO. 2
 GD1499'IS 78.28 FEET FROM STATION N 32 DEG 06 MIN W.  DISTANCE
 GD1499'BETWEEN REFERENCE MARK NOS. 1 AND 2 IS 120.3 FEET.  AZIMUTH MARK IS
 GD1499'50 FEET EAST OF ROAD FORKS, 50 FEET WEST OF WEST CORNER OF HOUSE,
 GD1499'27 FEET SOUTHWEST OF CENTER LINE OF ROAD IN FRONT OF MR.
 GD1499'CANTRELLS HOUSE, 7 FEET NORTH-NORTHWEST OF 18-INCH SHADE TREE, AND
 GD1499'0.5 MILE FROM STATION S 58 DEG 18 MIN W.  FOLLOWING
 GD1499'DISTANCES AND BEARINGS ARE FROM STATION - BRADFORD, ALUMINUM
 GD1499'TANK, 5 MILES, S 33 DEG 47 MIN W.  TREZEVANT, MUNICIPAL WATER
 GD1499'TANK BLACK,
 GD1499'TOP OF BALL ON ROOF, 11.3 MILES, S 43 DEG 29 MIN E.
 GD1499'SHARON, BLACK WATER TANK, 7.8 MILES, N 27 DEG 43 MIN W, AND
 GD1499'GREENFIELD, MUNICIPAL WATER TANK BLACK, 2.7 MILES, N 54 DEG
 GD1499'50 MIN W.
 GD1499
 GD1499                          STATION RECOVERY (1958)
 GD1499
 GD1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1499'THE STATION WAS RECOVERED.  THE STATION MARK, REFERENCE MARK 1 AND
 GD1499'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 GD1499'FOUND DESTROYED AND REFERENCE MARK 3 WAS SET AT THIS TIME.  THE
 GD1499'AZIMUTH MARK WAS FOUND TO BE BEHIND A TREE AND THE DIRECTION TO IT
 GD1499'COULD NOT BE CHECKED.  AZIMUTH MARK NO. 2 WAS SET AND THE OLD
 GD1499'AZIMUTH MARK WAS LEFT AS IT WAS FOUND.  A NEW DESCRIPTION
 GD1499'FOLLOWS.
 GD1499'
 GD1499'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF TREZEVANT, 5 MILES
 GD1499'NORTHEAST OF BRADFORD, 3 MILES SOUTHEAST OF GREENFIELD AND ON
 GD1499'PROPERTY OWNED BY MR. W. C. MEDLING.  IT IS 4 FEET NORTH OF A WHITE
 GD1499'WITNESS POST, 55 FEET EAST OF A FENCE AND 24 FEET NORTH OF THE
 GD1499'HIGHEST POINT OF THE HILL.  THE MONUMENT PROJECTS 4 INCHES AND THE
 GD1499'DISK IS STAMPED DUNN 1934.
 GD1499'
 GD1499'REFERENCE MARK 1 IS 86 FEET NORTHEAST OF A WHITE WITNESS POST AND 35
 GD1499'FEET SOUTH OF AN OLD DIM ROAD.  THE MONUMENT PROJECTS 10 INCHES AND
 GD1499'THE DISK IS STAMPED DUNN NO 1 1934.
 GD1499'
 GD1499'REFERENCE MARK 3 IS 20 FEET EAST OF A FENCE, 51 FEET SOUTHWEST OF THE
 GD1499'DIM ROAD AND 82 FEET NORTHEAST OF THE WHITE WITNESS POST.  THE
 GD1499'MONUMENT IS FLUSH AND THE DISK IS STAMPED DUNN NO 3 1934.
 GD1499'
 GD1499'THE AZIMUTH MARK IS 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1499'FRAME HOUSE, 14 FEET WEST OF A POWERLINE POLE, 63 FEET NORTHEAST
 GD1499'OF THE CENTERLINE OF A GRAVELED ROAD AND 44 FEET SOUTH OF THE
 GD1499'CENTERLINE OF A DIRT ROAD.  THE MONUMENT PROJECTS 5 INCHES AND THE
 GD1499'DISK IS STAMPED DUNN AZI 1934.
 GD1499'
 GD1499'AZIMUTH MARK NO. 2 IS 1 FOOT NORTH OF A WHITE WITNESS POST, 2 FEET
 GD1499'NORTH OF A POWERLINE POLE, 34 FEET WEST OF THE CENTERLINE OF A
 GD1499'GRAVELED ROAD AND 29 FEET NORTH OF A T FENCE CORNER.  THE MONUMENT
 GD1499'IS FLUSH AND THE DISK IS STAMPED DUNN NO 2 1934.
 GD1499'
 GD1499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1499'HIGHWAY 124 IN GREENFIELD, GO EAST ON HIGHWAY 124 FOR 0.1 MILE.
 GD1499'TURN RIGHT, SOUTH, FOR 1.0 MILE TO A Y-INTERSECTION.* BEAR LEFT
 GD1499'FOR 2.0 MILES TO THE RESIDENCE OF MR. MEDLING.  FROM HERE PACK
 GD1499'SOUTHERLY FOR ABOUT 1/2 MILE TO THE HIGHEST POINT OF THE HILL AND
 GD1499'THE STATION AS DESCRIBED.
 GD1499'
 GD1499'*TO REACH THE AZIMUTH MARKS FROM THIS POINT BEAR RIGHT AND FOLLOW THE
 GD1499'GRAVELED ROAD FOR 2.3 MILES TO A Y-INTERSECTION AND OLD AZIMUTH MARK
 GD1499'AS DESCRIBED.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.15 MILE TO
 GD1499'AZIMUTH MARK NO. 2 ON THE RIGHT.
 GD1499'
 GD1499'HEIGHT OF LIGHT SHOWN 22 METERS.
 GD1499
 GD1499                          STATION RECOVERY (1967)
 GD1499
 GD1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1499'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1499'CONDITION. THE ORIGINAL DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1499'
 GD1499'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1499'
 GD1499'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF TREZEVANT, 5 MILES
 GD1499'NORTHEAST OF BRADFORD, AND 3 MILES SOUTHEAST OF GREENFIELD ON THE
 GD1499'PROPERTY OF MR. W. C. MEDLING.
 GD1499'
 GD1499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND STATE
 GD1499'ROUTE 124 IN GREENFIELD, GO EAST ON STATE ROUTE 124 FOR 0.1 TO AN
 GD1499'OILED ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE OILED ROAD FOR 1.0
 GD1499'MILE TO A Y INTERSECTION.  HERE TURN LEFT AND GO SOUTHEASTERLY ON
 GD1499'A GRAVELED ROAD FOR 2.0 MILES TO THE FARM HOME OF MR. MEDLING ON
 GD1499'THE LEFT AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHERLY
 GD1499'FOR ABOUT 1/2 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 GD1499'STATION AS DESCRIBED.
 GD1499'
 GD1499'THE STATION IS 55 FEET EAST OF A FENCE, 24 FEET NORTH OF THE HIGHEST
 GD1499'PART OF THE HILL AND 0.7 OF A FOOT NORTHWEST OF A METAL WITNESS POST
 GD1499'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1499'ROUND, CONCRETE MONUMENT AND THE DISK IS STAMPED DUNN 1934.
 GD1499'
 GD1499'REFERENCE MARK NO. 1 IS 83.82 FEET NORTHEAST OF THE STATION AND 35
 GD1499'FEET SOUTH OF THE APPROXIMATE CENTER OF A DIM, ABANDONED ROAD.  IT
 GD1499'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1499'MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS STAMPED DUNN NO 1
 GD1499'1934.
 GD1499'
 GD1499'REFERENCE MARK NO. 3 IS 79.76 FEET NORTHWEST OF THE STATION, 51 FEET
 GD1499'SOUTHWEST OF THE APPROXIMATE CENTER OF THE DIM, ABANDONED ROAD, AND
 GD1499'20 FEET EAST OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1499'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD1499'DUNN NO 3 1934.
 GD1499'
 GD1499'THE OLD ORIGINAL AZIMUTH MARK IS 61 FEET NORTHWEST OF THE NORTHWEST
 GD1499'CORNER OF A FRAME HOUSE, 13 FEET WEST OF A POWERLINE TRANSFORMER
 GD1499'POLE, 6 FEET SOUTHEAST OF A 12-INCH PINE TREE, 0.7 OF A FOOT WEST OF
 GD1499'A METAL WITNESS POST AND SIGN, AND AT THE SOUTH EDGE OF A SMALL GROVE
 GD1499'OF PINES.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 GD1499'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 GD1499'AND THE DISK IS STAMPED DUNN AZI 1934.
 GD1499'
 GD1499'AZIMUTH MARK RESET 1958 IS 34 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1499'AN OILED ROAD, 29 FEET NORTH OF A T FENCE CORNER POST, 2 FEET NORTH
 GD1499'OF A POWERLINE POLE, AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST
 GD1499'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1499'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED DUNN
 GD1499'1934 RESET 1958.
 GD1499'
 GD1499'TO REACH THE AZIMUTH MARKS FROM THE Y INTERSECTION MENTIONED IN THE
 GD1499'STATION TO REACH, TAKE THE RIGHT FORK AND CONTINUE ON AN OILED ROAD
 GD1499'SOUTHERLY FOR 2.3 MILES TO A Y INTERSECTION AND OF OLD AZIMUTH MARK
 GD1499'AS DESCRIBED.  CONTINUE SOUTHERLY ON THE OILED ROAD FOR 0.15 MILE TO
 GD1499'THE RESET AZIMUTH MARK AS DESCRIBED.
 GD1499'
 GD1499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2.75 MILES
 GD1499'SOUTHEAST OF GREENFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1543 ***********************************************************************
 FD1543  DESIGNATION -  DUNN
 FD1543  PID         -  FD1543
 FD1543  STATE/COUNTY-  TN/LAWRENCE
 FD1543  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1543
 FD1543                         *CURRENT SURVEY CONTROL
 FD1543  ___________________________________________________________________
 FD1543* NAD 83(1995)-  35 11 39.89831(N)    087 20 22.56795(W)     ADJUSTED  
 FD1543* NAVD 88     -       296.62   (+/-2cm)     973.2    (feet)  VERTCON   
 FD1543  ___________________________________________________________________
 FD1543  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FD1543  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD1543
 FD1543  HORZ ORDER  -  SECOND
 FD1543  VERT ORDER  -  THIRD ? (See Below)
 FD1543
 FD1543.The horizontal coordinates were established by classical geodetic methods
 FD1543.and adjusted by the National Geodetic Survey in April 1999..
 FD1543
 FD1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1543.The vertical order pertains to the NGVD 29 superseded value.
 FD1543
 FD1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1543
 FD1543.The geoid height was determined by GEOID03.
 FD1543
 FD1543;                    North         East     Units Scale Factor Converg.
 FD1543;SPC TN       -    96,372.741   478,002.673   MT  1.00001027   -0 47 03.3
 FD1543;SPC TN       -   316,182.90  1,568,247.10   sFT  1.00001027   -0 47 03.3
 FD1543;UTM  16      - 3,894,656.235   469,084.151   MT  0.99961178   -0 11 44.6
 FD1543
 FD1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1543!SPC TN       -   0.99995778  x   1.00001027  =   0.99996805
 FD1543!UTM  16      -   0.99995778  x   0.99961178  =   0.99956958
 FD1543
 FD1543|---------------------------------------------------------------------|
 FD1543| PID    Reference Object                     Distance      Geod. Az  |
 FD1543|                                                           dddmmss.s |
 FD1543| FD1339 DUNN 2 RM 4                          21.612 METERS 02530     |
 FD1543| FD1337 DUNN 2                                9.494 METERS 07925     |
 FD1543| CG5717 DUNN RM 1                            26.655 METERS 18130     |
 FD1543| FD1547 LEOMA TX EASTERN MICROWAVE TWR      APPROX. 4.4 KM 1981801.2 |
 FD1543| CG5716 DUNN 2 RM 5                                        3545128.5 |
 FD1543| CG5718 DUNN RM 2                            28.103 METERS 35526     |
 FD1543|---------------------------------------------------------------------|
 FD1543
 FD1543                          SUPERSEDED SURVEY CONTROL
 FD1543
 FD1543  NAD 83(1995)-  35 11 39.89875(N)    087 20 22.56918(W) AD(       ) 2
 FD1543  NAD 83(1995)-  35 11 39.90709(N)    087 20 22.57004(W) AD(       ) 2
 FD1543  NAD 83(1986)-  35 11 39.90930(N)    087 20 22.56980(W) AD(       ) 2
 FD1543  NAD 27      -  35 11 39.61660(N)    087 20 22.49430(W) AD(       ) 2
 FD1543  NGVD 29 (07/19/86)  296.58   (m)          973.0    (f) LEVELING    3  
 FD1543
 FD1543.Superseded values are not recommended for survey control.
 FD1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1543.See file dsdata.txt to determine how the superseded data were derived.
 FD1543
 FD1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6908494656(NAD 83)
 FD1543_MARKER: DD = SURVEY DISK
 FD1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1543_STAMPING: DUNN 1962
 FD1543_MARK LOGO: TNHD  
 FD1543
 FD1543  HISTORY     - Date     Condition        Report By
 FD1543  HISTORY     - 1962     MONUMENTED       TNHD
 FD1543  HISTORY     - 1973     SEE DESCRIPTION  NGS
 FD1543
 FD1543                          STATION DESCRIPTION
 FD1543
 FD1543'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1543'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF LAWRENCEBURG.
 FD1543'
 FD1543'TO REACH THE STATION FROM THE INTERSECTION OF U S 64 AND 43 IN
 FD1543'LAWRENCEBURG, GO 3.3
 FD1543'MILES SOUTH ON U S 43 TO CARBON FLAT TRUCK STOP ON THE RIGHT
 FD1543'AND THE STATION ON THE LEFT
 FD1543'
 FD1543'THE STATION IS 36 FEET WEST OF THE APPROXIMATE CENTER OF U S 43 AND
 FD1543'9.0 FEET NORTH OF A
 FD1543'WITNESS POST.  SURFACE AND UNDERGROUND MARKS ARE
 FD1543'STANDARD TENNESSEE HIGHWAY
 FD1543'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 FD1543'DUNN 1962.  THE UNDERGROUND MARK IS ABOUT 30
 FD1543'INCHES BELOW THE
 FD1543'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH, SQUARE,
 FD1543'FLUSH, CONCRETE MONUMENT.
 FD1543'
 FD1543'REFERENCE MARK NO 1 IS 60 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD1543'DUNN-LEOMA ROAD AND 35
 FD1543'FEET EAST OF THE APPROXIMATE CENTER OF U S 43.  THE MARK
 FD1543'IS A STANDARD TENNESSEE
 FD1543'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 FD1543'SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD1543'DISK IS STAMPED DUNN RM 1 1962.
 FD1543'
 FD1543'REFERENCE MARK NO 2 IS 79 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FD1543'GRAVELED DRIVEWAY AND 27
 FD1543'FEET WEST OF THE APPROXIMATE CENTER OF U S 43.  THE
 FD1543'MARK IS A STANDARD TENNESSEE
 FD1543'HIGHWAY DEPARTMENT DISK SET IN A
 FD1543'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD1543'THE DISK IS STAMPED  DUNN RM 2 1962.
 FD1543'
 FD1543'INTERSECTION STATION LEOMA, TEXAS EASTERN MICRO WAVE TOWER WILL SERVE
 FD1543'AS AN ALL OBSERVATIONS
 FD1543'WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD1543'
 FD1543'HEIGHT OF LIGHT ABOVE STATION MARK 22.64 METERS.
 FD1543
 FD1543                          STATION RECOVERY (1973)
 FD1543
 FD1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 FD1543'DUE TO CONSTRUCTION ALONG U. S. HIGHWAY 43 ALL MARKS FOR STATION
 FD1543'DUNN 1962 WILL BE DESTROYED.  A NEW STATION DUNN 2 1973 WAS
 FD1543'ESTABLISHED AT THIS DATE.
 FD1543'
 FD1543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH
 FD1543'OF LAURENCEBERG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2413 ***********************************************************************
 GC2413  DESIGNATION -  DUNN
 GC2413  PID         -  GC2413
 GC2413  STATE/COUNTY-  TN/ROBERTSON
 GC2413  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2413
 GC2413                         *CURRENT SURVEY CONTROL
 GC2413  ___________________________________________________________________
 GC2413* NAD 83(1995)-  36 33 00.57737(N)    086 58 32.13577(W)     ADJUSTED  
 GC2413* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 GC2413  ___________________________________________________________________
 GC2413  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GC2413  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2413
 GC2413  HORZ ORDER  -  FIRST
 GC2413
 GC2413.The horizontal coordinates were established by classical geodetic methods
 GC2413.and adjusted by the National Geodetic Survey in April 1999..
 GC2413
 GC2413.The orthometric height was scaled from a topographic map.
 GC2413
 GC2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2413
 GC2413.The geoid height was determined by GEOID03.
 GC2413
 GC2413;                    North         East     Units Scale Factor Converg.
 GC2413;SPC TN       -   246,397.761   512,651.075   MT  1.00002640   -0 34 16.1
 GC2413;SPC TN       -   808,389.99  1,681,922.74   sFT  1.00002640   -0 34 16.1
 GC2413;UTM  16      - 4,044,972.368   502,184.341   MT  0.99960006   +0 00 52.3
 GC2413
 GC2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2413!SPC TN       -   0.99997044  x   1.00002640  =   0.99999684
 GC2413!UTM  16      -   0.99997044  x   0.99960006  =   0.99957052
 GC2413
 GC2413:                Primary Azimuth Mark                     Grid Az
 GC2413:SPC TN       -  RUSSELLVILLE BEACON LIGHT                014 49 57.1
 GC2413:UTM  16      -  RUSSELLVILLE BEACON LIGHT                014 14 48.7
 GC2413
 GC2413|---------------------------------------------------------------------|
 GC2413| PID    Reference Object                     Distance      Geod. Az  |
 GC2413|                                                           dddmmss.s |
 GC2413| GC2423 RUSSELLVILLE BEACON LIGHT           APPROX.31.6 KM 0141541.0 |
 GC2413| GC2417 SPRINGFIELD ROBERTSON CO CTHSE      APPROX. 9.3 KM 1192547.3 |
 GC2413| GC2329 AIRWAY BEACON 24                    APPROX.18.9 KM 1422153.2 |
 GC2413| CG5712 DUNN RM 1                                          27108     |
 GC2413| GC2449 MCMURRY RESET                       APPROX.16.7 KM 3001345.6 |
 GC2413| CG5713 DUNN RM 2                            22.980 METERS 35603     |
 GC2413|---------------------------------------------------------------------|
 GC2413
 GC2413                          SUPERSEDED SURVEY CONTROL
 GC2413
 GC2413  NAD 83(1995)-  36 33 00.57921(N)    086 58 32.14026(W) AD(       ) 1
 GC2413  NAD 83(1995)-  36 33 00.57923(N)    086 58 32.14027(W) AD(       ) 1
 GC2413  NAD 83(1986)-  36 33 00.58665(N)    086 58 32.14145(W) AD(       ) 1
 GC2413  NAD 27      -  36 33 00.42800(N)    086 58 32.14300(W) AD(       ) 1
 GC2413
 GC2413.Superseded values are not recommended for survey control.
 GC2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2413.See file dsdata.txt to determine how the superseded data were derived.
 GC2413
 GC2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0218444972(NAD 83)
 GC2413_MARKER: DS = TRIANGULATION STATION DISK
 GC2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2413
 GC2413  HISTORY     - Date     Condition        Report By
 GC2413  HISTORY     - 1930     MONUMENTED       CGS
 GC2413  HISTORY     - 1935     GOOD             CGS
 GC2413  HISTORY     - 1953     SEE DESCRIPTION  CGS
 GC2413
 GC2413                          STATION DESCRIPTION
 GC2413
 GC2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2413'ABOUT 6 MILES NORTHWEST OF SPRINGFIELD AND 1-1/2 MILES EAST OF CEDAR
 GC2413'HILL, ON ROUTE 41E, ON LAND OWNED AND OCCUPIED BY J.D. DUNN, 14.5
 GC2413'METERS (48 FEET) NORTH OF CENTER LINE OF HIGHWAY, 5 METERS (16 FEET)
 GC2413'NORTHWEST OF SOUTHWEST FENCE CORNER.  TO REACH FROM CEDAR
 GC2413'HILL, GO EAST 1.6 MILES ON ROUTE 41E TO DUNNS LARGE, WELL-KEPT HOUSE
 GC2413'ON LEFT OF HIGHWAY.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2413'STATION DISKS IN CONCRETE.  REFERENCE MARKS ARE
 GC2413'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON
 GC2413'NORTHWEST FENCE CORNER, 7.5 METERS (25 FEET) SOUTH OF HIGHWAY, AND
 GC2413'APPROXIMATELY 150 METERS (492 FEET) FROM STATION.
 GC2413'NO. 2 IS ON EAST EDGE OF FENCE ON WEST SIDE OF YARD, ABOUT 25
 GC2413'METERS (82 FEET) FROM SOUTHWEST CORNER OF DUNNS HOME, AND 22.98
 GC2413'METERS (75.4 FEET) FROM STATION.
 GC2413
 GC2413                          STATION RECOVERY (1935)
 GC2413
 GC2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 GC2413'STATION AND REFERENCE MARK NO. 2 IN GOOD CONDITION.  REFERENCE MARK
 GC2413'NO. 1 DUE TO DITCHING OF HIGHWAY IS BEING WASHED OUT.
 GC2413'
 GC2413'DESCRIPTIONS EASILY FOLLOWED.
 GC2413
 GC2413                          STATION RECOVERY (1953)
 GC2413
 GC2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2413'ALL MARKS WERE RECOVERED AT THIS STATION.  THE STATION MARK AND
 GC2413'REFERENCE MARK NO. 1 WERE NEAR THE EDGE OF A CUT IN THE HIGHWAY AND
 GC2413'THE DIRT WAS ERODING AWAY FROM THEM.  THESE MARKS WERE DESTROYED BY
 GC2413'THIS PARTY AND A NEW STATION, DUNN 2 WAS ESTABLISHED.  DISTANCE TO
 GC2413'THE REFERENCE MARK CHECKED.  THE STATION WAS NOT OCCUPIED AT THIS
 GC2413'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1337 ***********************************************************************
 FD1337  DESIGNATION -  DUNN 2
 FD1337  PID         -  FD1337
 FD1337  STATE/COUNTY-  TN/LAWRENCE
 FD1337  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1337
 FD1337                         *CURRENT SURVEY CONTROL
 FD1337  ___________________________________________________________________
 FD1337* NAD 83(1995)-  35 11 39.95486(N)    087 20 22.19903(W)     ADJUSTED  
 FD1337* NAVD 88     -       296.526  (meters)     972.85   (feet)  ADJUSTED  
 FD1337  ___________________________________________________________________
 FD1337  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FD1337  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD1337  DYNAMIC HT  -         296.242 (meters)     971.92  (feet)  COMP
 FD1337  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 FD1337
 FD1337  HORZ ORDER  -  SECOND
 FD1337  VERT ORDER  -  FIRST     CLASS II
 FD1337
 FD1337.The horizontal coordinates were established by classical geodetic methods
 FD1337.and adjusted by the National Geodetic Survey in April 1999..
 FD1337
 FD1337.The orthometric height was determined by differential leveling
 FD1337.and adjusted by the National Geodetic Survey in June 1991..
 FD1337
 FD1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1337
 FD1337.The geoid height was determined by GEOID03.
 FD1337
 FD1337.The dynamic height is computed by dividing the NAVD 88
 FD1337.geopotential number by the normal gravity value computed on the
 FD1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1337.degrees latitude (g = 980.6199 gals.).
 FD1337
 FD1337.The modeled gravity was interpolated from observed gravity values.
 FD1337
 FD1337;                    North         East     Units Scale Factor Converg.
 FD1337;SPC TN       -    96,374.356   478,012.029   MT  1.00001027   -0 47 03.1
 FD1337;SPC TN       -   316,188.20  1,568,277.80   sFT  1.00001027   -0 47 03.1
 FD1337;UTM  16      - 3,894,657.945   469,093.486   MT  0.99961177   -0 11 44.4
 FD1337
 FD1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1337!SPC TN       -   0.99995780  x   1.00001027  =   0.99996806
 FD1337!UTM  16      -   0.99995780  x   0.99961177  =   0.99956958
 FD1337
 FD1337|---------------------------------------------------------------------|
 FD1337| PID    Reference Object                     Distance      Geod. Az  |
 FD1337|                                                           dddmmss.s |
 FD1337| FD1338 DUNN 2 RM 3                          17.603 METERS 18006     |
 FD1337| FD1547 LEOMA TX EASTERN MICROWAVE TWR      APPROX. 4.4 KM 1982432.0 |
 FD1337| FD1543 DUNN                                  9.494 METERS 25925     |
 FD1337| CG5718 DUNN RM 2                            28.705 METERS 33614     |
 FD1337| CG5716 DUNN 2 RM 5                                        3530451.0 |
 FD1337| FD1339 DUNN 2 RM 4                          17.762 METERS 35955     |
 FD1337|---------------------------------------------------------------------|
 FD1337
 FD1337                          SUPERSEDED SURVEY CONTROL
 FD1337
 FD1337  NAD 83(1995)-  35 11 39.95529(N)    087 20 22.20026(W) AD(       ) 2
 FD1337  NAD 83(1995)-  35 11 39.96363(N)    087 20 22.20112(W) AD(       ) 2
 FD1337  NAD 83(1986)-  35 11 39.96584(N)    087 20 22.20088(W) AD(       ) 2
 FD1337  NAD 27      -  35 11 39.67315(N)    087 20 22.12539(W) AD(       ) 2
 FD1337  NGVD 29 (07/19/86)  296.47   (m)          972.7    (f) LEVELING    3  
 FD1337
 FD1337.Superseded values are not recommended for survey control.
 FD1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1337.See file dsdata.txt to determine how the superseded data were derived.
 FD1337
 FD1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6909394658(NAD 83)
 FD1337_MARKER: DS = TRIANGULATION STATION DISK
 FD1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1337_STAMPING: DUNN 2 1973
 FD1337_MARK LOGO: NGS   
 FD1337_PROJECTION: FLUSH
 FD1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1337+STABILITY: SURFACE MOTION
 FD1337
 FD1337  HISTORY     - Date     Condition        Report By
 FD1337  HISTORY     - 1973     MONUMENTED       NGS
 FD1337  HISTORY     - 1973     GOOD             NGS
 FD1337  HISTORY     - 1983     GOOD             NGS
 FD1337
 FD1337                          STATION DESCRIPTION
 FD1337
 FD1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FD1337'STATION IS LOCATED 3 MILES SOUTH OF LAURENCEBERG.
 FD1337'
 FD1337'TO REACH FROM THE INTERSECTION OF U. S. 64 AND 43 AT LAURENCEBERG,
 FD1337'GO SOUTH 3.3 MILES ON U. S. 43 TO CABIN FLAT TRUCK STOP ON RIGHT
 FD1337'AND STATION ON LEFT.  STATION IS 157 FEET NORTH OF APPROXIMATE
 FD1337'CENTERLINE OF DUNN-LEOMA ROAD, 157 FEET WEST-NORTHWEST OF
 FD1337'NORTHWEST CORNER OF BRICK HOME, 66 FEET EAST OF APPROXIMATE
 FD1337'CENTERLINE OF U. S. HIGHWAY 43, 1.0 FEET WEST OF METAL WITNESS
 FD1337'POST AND SIGN, ALONG EAST RIGHT-OF-WAY OF U.S. 43, 168 FEET
 FD1337'SOUTH OF APPROXIMATE CENTERLINE GRAVELED DRIVE.
 FD1337'
 FD1337'REFERENCE MARK NO. 3 IS 48 FEET WEST OF SOUTHWEST CORNER OF
 FD1337'BRICK HOUSE, 101 FEET SOUTH OF APPROXIMATE CENTERLINE GRAVELED
 FD1337'DRIVE, 226 FEET NORTH OF APPROXIMATE CENTERLINE OF DUNN-LEOMA
 FD1337'ROAD, 67 FEET EAST OF APPROXIMATE CENTERLINE OF U. S. HIGHWAY
 FD1337'43, 1.0 FEET NORTH OF METAL WITNESS POST AND SIGN.
 FD1337'
 FD1337'REFERENCE MARK NO. 4 IS 315 FEET NORTH OF APPROXIMATE CENTERLINE OF
 FD1337'DUNN-LEOMA ROAD, 65 FEET EAST OF APPROXIMATE CENTERLINE OF U. S.
 FD1337'HIGHWAY 43, 1.0 FEET SOUTH OF METAL WITNESS POST AND SIGN, 179
 FD1337'FEET NORTHWEST OF NORTHWEST CORNER OF BRICK HOUSE, 110 FEET SOUTH
 FD1337'OF APPROXIMATE CENTERLINE GRAVELED DRIVE.
 FD1337'
 FD1337'AZIMUTH MARK IS 71 FEET WEST OF APPROXIMATE CENTERLINE OF U. S.
 FD1337'HIGHWAY 43, 111 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF WHITE
 FD1337'FRAME HOUSE, 78 FEET EAST OF A 30-INCH OAK TREE, 1.0 FEET EAST OF
 FD1337'METAL WITNESS POST AND SIGN, ALONG WEST RIGHT-OF-WAY OF HIGHWAY.
 FD1337'IT IS APPROXIMATELY 0.2 MILE NORTH OF STATION.
 FD1337'
 FD1337'NEAREST TOWN--LAURENCEBERG.
 FD1337
 FD1337                          STATION RECOVERY (1973)
 FD1337
 FD1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FD1337'3.0 MI SOUTH FROM LAWRENCEBERG.
 FD1337'FROM THE INTERSECTION OF U.S. 64 AND 43 IN LAWRENCEBERG, GO SOUTH
 FD1337'3.3 MILES ON U.S. 43 TO CABIN FLAT TRUCK STOP ON RIGHT AND MARK ON
 FD1337'LEFT, 157 FEET NORTH OF APPROXIMATE CENTERLINE OF DUNN-LEOMA ROAD,
 FD1337'157 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF BRICK HOME, 66 FEET
 FD1337'EAST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43, ALONG EAST
 FD1337'RIGHT-OF-WAY OF U.S. 43, AND 168 FEET SOUTH OF APPROXIMATE CENTERLINE
 FD1337'GRAVELED DRIVE.
 FD1337'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 FD1337
 FD1337                          STATION RECOVERY (1983)
 FD1337
 FD1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1337'RECOVERED IN GOOD CONDITION.  NOTE, 48.7 METERS (157.7 FT) NORTH OF
 FD1337'THE CENTER OF DUNN ROAD, 17.6 METERS (57.7 FT) NORTH OF DUNN 2 RM 3,
 FD1337'AND 43.6 METERS (142.9 FT) NORTH OF THE CENTER OF A 24 INCH ROUND
 FD1337'CONCRETE CULVERT HEADWALL.
 FD1337'THE MARK IS 17.6 METERS  N FROM A WITNESS POST.
 FD1337'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2414 ***********************************************************************
 GC2414  CBN         -  This is a Cooperative Base Network Control Station.
 GC2414  DESIGNATION -  DUNN 2
 GC2414  PID         -  GC2414
 GC2414  STATE/COUNTY-  TN/ROBERTSON
 GC2414  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2414
 GC2414                         *CURRENT SURVEY CONTROL
 GC2414  ___________________________________________________________________
 GC2414* NAD 83(1995)-  36 33 00.78631(N)    086 58 31.51754(W)     ADJUSTED  
 GC2414* NAVD 88     -       216.8    (meters)     711.     (feet)  GPS OBS   
 GC2414  ___________________________________________________________________
 GC2414  X           -     270,682.407 (meters)                     COMP
 GC2414  Y           -  -5,122,879.419 (meters)                     COMP
 GC2414  Z           -   3,777,524.193 (meters)                     COMP
 GC2414  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GC2414  ELLIP HEIGHT-         187.17  (meters)          (12/14/95) GPS OBS
 GC2414  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC2414
 GC2414  HORZ ORDER  -  B
 GC2414  ELLP ORDER  -  FIRST     CLASS II
 GC2414
 GC2414.The horizontal coordinates were established by GPS observations
 GC2414.and adjusted by the National Geodetic Survey in December 1995..
 GC2414
 GC2414.The orthometric height was determined by GPS observations and a
 GC2414.high-resolution geoid model.
 GC2414
 GC2414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2414
 GC2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2414
 GC2414.The ellipsoidal height was determined by GPS observations
 GC2414.and is referenced to NAD 83.
 GC2414
 GC2414.The geoid height was determined by GEOID03.
 GC2414
 GC2414;                    North         East     Units Scale Factor Converg.
 GC2414;SPC TN       -   246,404.048   512,666.515   MT  1.00002641   -0 34 15.8
 GC2414;SPC TN       -   808,410.61  1,681,973.39   sFT  1.00002641   -0 34 15.8
 GC2414;UTM  16      - 4,044,978.810   502,199.708   MT  0.99960006   +0 00 52.7
 GC2414
 GC2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2414!SPC TN       -   0.99997063  x   1.00002641  =   0.99999704
 GC2414!UTM  16      -   0.99997063  x   0.99960006  =   0.99957070
 GC2414
 GC2414:                Primary Azimuth Mark                     Grid Az
 GC2414:SPC TN       -  DUNN 2 AZ MK                             070 09 46.5
 GC2414:UTM  16      -  DUNN 2 AZ MK                             069 34 38.0
 GC2414
 GC2414|---------------------------------------------------------------------|
 GC2414| PID    Reference Object                     Distance      Geod. Az  |
 GC2414|                                                           dddmmss.s |
 GC2414| CG5714 DUNN 2 AZ MK                                       0693530.7 |
 GC2414| GC2416 SPRINGFIELD N MUNICIPAL TANK        APPROX. 9.9 KM 1192738.1 |
 GC2414| GC2418 SPRINGFIELD S MUNICIPAL TANK        APPROX. 9.4 KM 1255123.0 |
 GC2414| CG5715 DUNN 2 RM 3                          28.803 METERS 14005     |
 GC2414| GC2413 DUNN                                 16.670 METERS 24716     |
 GC2414| CG5713 DUNN RM 2                            26.678 METERS 31413     |
 GC2414|---------------------------------------------------------------------|
 GC2414
 GC2414                          SUPERSEDED SURVEY CONTROL
 GC2414
 GC2414  NAD 83(1995)-  36 33 00.78815(N)    086 58 31.52203(W) AD(       ) B
 GC2414  ELLIP H (09/07/90)  187.11   (m)                       GP(       ) 4 1
 GC2414  NAD 83(1986)-  36 33 00.79561(N)    086 58 31.52315(W) AD(       ) 2
 GC2414  NAD 27      -  36 33 00.63700(N)    086 58 31.52500(W) AD(       ) 2
 GC2414  NGVD 29 (09/07/90)  216.9    (m)          712.     (f) GPS OBS        
 GC2414
 GC2414.Superseded values are not recommended for survey control.
 GC2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2414.See file dsdata.txt to determine how the superseded data were derived.
 GC2414
 GC2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0220044979(NAD 83)
 GC2414_MARKER: DS = TRIANGULATION STATION DISK
 GC2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2414_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2414_STAMPING: DUNN 2 1953
 GC2414_MARK LOGO: CGS   
 GC2414_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2414+STABILITY: SURFACE MOTION
 GC2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2414+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 GC2414
 GC2414  HISTORY     - Date     Condition        Report By
 GC2414  HISTORY     - 1953     MONUMENTED       CGS
 GC2414  HISTORY     - 1987     GOOD             AEROS
 GC2414  HISTORY     - 19950613 GOOD             NGS
 GC2414
 GC2414                          STATION DESCRIPTION
 GC2414
 GC2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2414'STATION IS LOCATED 6 MILES NORTHWEST OF SPRINGFIELD AND 5 MILES
 GC2414'SOUTHEAST OF ADAMS ON PROPERTY OWNED BY MR. J.V. DUNN.  IT IS 106
 GC2414'FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 53 FEET NORTH OF THE
 GC2414'CENTER OF U.S. HIGHWAY 41 AND 32 FEET SOUTH OF THE CENTER OF A
 GC2414'DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED DUNN 2 1953.
 GC2414'
 GC2414'REFERENCE MARK NO. 2 IS 12 FEET WEST OF THE CENTER OF A DRIVEWAY AND
 GC2414'12 FEET SOUTH OF A POWER LINE POLE.  THE MARK PROJECTS 6 INCHES
 GC2414'AND THE DISK IS STAMPED DUNN NO 2 1930.
 GC2414'
 GC2414'REFERENCE MARK NO. 3 IS 36 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3
 GC2414'FEET WEST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE LINE.
 GC2414'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DUNN NO 3 1953.
 GC2414'
 GC2414'AZIMUTH MARK IS 23 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 3
 GC2414'FEET WEST OF A POWER LINE POLE AND WHITE WITNESS POST.  THE MARK
 GC2414'PROJECTS 2 INCHES AND THE DISK IS STAMPED DUNN 2 1953.
 GC2414'
 GC2414'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 GC2414'STATE HIGHWAY 76 IN ADAMS, GO SOUTHEAST ON HIGHWAY 41 FOR 5.4 MILES
 GC2414'TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE FOR 0.7 MILE TO
 GC2414'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2414'
 GC2414'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2414
 GC2414                          STATION RECOVERY (1987)
 GC2414
 GC2414'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 GC2414'THE STATION WAS RECOVERED AT THIS DATE.
 GC2414'A NEW DESCRIPTION FOLLOWS.
 GC2414'
 GC2414'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTHWEST OF
 GC2414'SPRINGFIELD,
 GC2414'8.0 KM (5 MI) SOUTHEAST OF ADAMS, JUST NORTH OF U.S. HIGHWAY 41.
 GC2414'OWNERSHIP--UNKNOWN.
 GC2414'
 GC2414'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 431, U.S. HIGHWAY
 GC2414'41 (MEMORIAL STREET), AND STATE ROUTE 49 (EAST 5TH STREET) IN
 GC2414'SPRINGFIELD, GO NORTH FOR 2.1 KM (1.3 MI) ON U.S. HIGHWAY 41 TO A
 GC2414'(Y) JUNCTION.
 GC2414'FOLLOW THE LEFT FORK AND GO WEST FOR 8.4 KM (5.2 MI) ON U.S.
 GC2414'HIGHWAY 41 TO A SIDE ROAD LEFT (OLD U.S. HIGHWAY 41).  TURN LEFT
 GC2414'AND GO FOR 0.89 KM (0.55 MI) ON OLD U.S. HIGHWAY 41 TO THE STATION
 GC2414'ON THE RIGHT.
 GC2414'
 GC2414'THE STATION IS A STANDARD USCGS DISK
 GC2414'STAMPED---DUNN 2 1953---,
 GC2414'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 GC2414'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 GC2414'33.28 METERS (109.2 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 GC2414'BRICK PORCH OF HOUSE NUMBER 184,
 GC2414'28.41 METERS (93.2 FT) SOUTHEAST FROM A LIGHT POLE ADJACENT TO A
 GC2414'GARAGE,
 GC2414'17.19 METERS (56.4 FT) NORTH FROM THE CENTERLINE OF OLD U.S.
 GC2414'HIGHWAY 41.
 GC2414
 GC2414                          STATION RECOVERY (1995)
 GC2414
 GC2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2414'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1338 ***********************************************************************
 FD1338  DESIGNATION -  DUNN 2 RM 3
 FD1338  PID         -  FD1338
 FD1338  STATE/COUNTY-  TN/LAWRENCE
 FD1338  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1338
 FD1338                         *CURRENT SURVEY CONTROL
 FD1338  ___________________________________________________________________
 FD1338* NAD 83(1986)-  35 11 39.     (N)    087 20 21.     (W)     SCALED    
 FD1338* NAVD 88     -       296.35   (meters)     972.3    (feet)  RESET     
 FD1338  ___________________________________________________________________
 FD1338  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD1338
 FD1338  VERT ORDER  -  THIRD
 FD1338
 FD1338.The horizontal coordinates were scaled from a topographic map and have
 FD1338.an estimated accuracy of +/- 6 seconds.
 FD1338
 FD1338.The orthometric height was computed from unverified reset data.
 FD1338.No vertical observational check was made to the station.
 FD1338
 FD1338.The geoid height was determined by GEOID03.
 FD1338
 FD1338;                    North         East    Units  Estimated Accuracy
 FD1338;SPC TN       -    96,350.      478,040.      MT  (+/- 180 meters Scaled)
 FD1338
 FD1338                          SUPERSEDED SURVEY CONTROL
 FD1338
 FD1338  NGVD 29 (10/12/01)  296.30   (m)          972.1    (f) RESET       3  
 FD1338
 FD1338.Superseded values are not recommended for survey control.
 FD1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1338.See file dsdata.txt to determine how the superseded data were derived.
 FD1338
 FD1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD691946(NAD 83)
 FD1338_MARKER: DR = REFERENCE MARK DISK
 FD1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1338_STAMPING: DUNN 2 NO 3
 FD1338_MARK LOGO: NGS   
 FD1338_PROJECTION: FLUSH
 FD1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1338+STABILITY: SURFACE MOTION
 FD1338
 FD1338  HISTORY     - Date     Condition        Report By
 FD1338  HISTORY     - 1973     MONUMENTED       NGS
 FD1338  HISTORY     - 1983     GOOD             NGS
 FD1338
 FD1338                          STATION DESCRIPTION
 FD1338
 FD1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FD1338'3.0 MI SOUTH FROM LAWRENCEBERG.
 FD1338'FROM THE INTERSECTION OF U.S. 64 AND 43 IN LAWRENCEBERG, GO SOUTH
 FD1338'3.3 MILES ON U.S. 43 TO CABIN FLAT TRUCK STOP ON RIGHT AND MARK
 FD1338'ON LEFT, 48 FEET WEST OF SOUTHWEST CORNER OF BRICK HOUSE, 101 FEET
 FD1338'SOUTH OF APPROXIMATE CENTERLINE GRAVELED DRIVE, 226 FEET NORTH
 FD1338'OF APPROXIMATE CENTERLINE OF DUNN-LEOMA ROAD, AND 67 FEET EAST OF
 FD1338'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43.
 FD1338'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 FD1338
 FD1338                          STATION RECOVERY (1983)
 FD1338
 FD1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1338'RECOVERED IN GOOD CONDITION.  NOTE 30.0 METERS (100.00 FT) NORTH OF
 FD1338'THE APPROXIMATE CENTER OF DUNN-LEOMA ROAD, 16.4 METERS (53.8 FT) EAST
 FD1338'OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 26.0 METERS
 FD1338'(85.2 FT) NORTH OF THE CENTER OF A 24 INCH ROUND CONCRETE CULVERT
 FD1338'HEADWALL, AND 17.6 METERS (57.7 FT) SOUTH OF STATION DUNN RM 2.  NOT
 FD1338'LEVELED TO THIS SURVEY.
 FD1338'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FD1338'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1339 ***********************************************************************
 FD1339  DESIGNATION -  DUNN 2 RM 4
 FD1339  PID         -  FD1339
 FD1339  STATE/COUNTY-  TN/LAWRENCE
 FD1339  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1339
 FD1339                         *CURRENT SURVEY CONTROL
 FD1339  ___________________________________________________________________
 FD1339* NAD 83(1986)-  35 11 40.     (N)    087 20 22.     (W)     SCALED    
 FD1339* NAVD 88     -       296.39   (meters)     972.4    (feet)  RESET     
 FD1339  ___________________________________________________________________
 FD1339  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD1339
 FD1339  VERT ORDER  -  THIRD
 FD1339
 FD1339.The horizontal coordinates were scaled from a topographic map and have
 FD1339.an estimated accuracy of +/- 6 seconds.
 FD1339
 FD1339.The orthometric height was computed from unverified reset data.
 FD1339.No vertical observational check was made to the station.
 FD1339
 FD1339.The geoid height was determined by GEOID03.
 FD1339
 FD1339;                    North         East    Units  Estimated Accuracy
 FD1339;SPC TN       -    96,380.      478,020.      MT  (+/- 180 meters Scaled)
 FD1339
 FD1339                          SUPERSEDED SURVEY CONTROL
 FD1339
 FD1339  NGVD 29 (10/12/01)  296.34   (m)          972.2    (f) RESET       3  
 FD1339
 FD1339.Superseded values are not recommended for survey control.
 FD1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1339.See file dsdata.txt to determine how the superseded data were derived.
 FD1339
 FD1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD690946(NAD 83)
 FD1339_MARKER: DR = REFERENCE MARK DISK
 FD1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1339_STAMPING: DUNN 2 RM NO 4 1973
 FD1339_PROJECTION: FLUSH
 FD1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1339+STABILITY: SURFACE MOTION
 FD1339
 FD1339  HISTORY     - Date     Condition        Report By
 FD1339  HISTORY     - 1973     MONUMENTED       NGS
 FD1339
 FD1339                          STATION DESCRIPTION
 FD1339
 FD1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FD1339'3.0 MI SOUTH FROM LAWRENCEBERG.
 FD1339'FROM THE INTERSECTION OF U.S. 64 AND 43 IN LAWRENCEBERG, GO SOUTH
 FD1339'3.3 MILES ON U.S. 43 TO CABIN FLAT TRUCK STOP ON RIGHT AND MARK
 FD1339'ON LEFT, 315 FEET NORTH OF APPROXIMATE CENTERLINE OF DUNN-LEOMA ROAD,
 FD1339'65 FEET EAST APPROXIMATE CENTERLINE OF U.S. HIGHWAY 43, 179 FEET
 FD1339'NORTHWEST OF NORTHWEST CORNER OF BRICK HOUSE, AND 110 FEET SOUTH
 FD1339'OF APPROXIMATE CENTERLINE OF GRAVELED DRIVE.
 FD1339'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2349 ***********************************************************************
 GA2349  DESIGNATION -  DUNN AZ MK
 GA2349  PID         -  GA2349
 GA2349  STATE/COUNTY-  TN/CLAIBORNE
 GA2349  USGS QUAD   -  AUSMUS (1980)
 GA2349
 GA2349                         *CURRENT SURVEY CONTROL
 GA2349  ___________________________________________________________________
 GA2349* NAD 83(1995)-  36 28 46.67500(N)    083 50 14.48727(W)     ADJUSTED  
 GA2349* NAVD 88     -       370.081  (meters)    1214.17   (feet)  ADJUSTED  
 GA2349  ___________________________________________________________________
 GA2349  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 GA2349  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2349  DYNAMIC HT  -         369.757 (meters)    1213.11  (feet)  COMP
 GA2349  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 GA2349
 GA2349  HORZ ORDER  -  SECOND
 GA2349  VERT ORDER  -  SECOND    CLASS 0
 GA2349
 GA2349.The horizontal coordinates were established by classical geodetic methods
 GA2349.and adjusted by the National Geodetic Survey in April 1999..
 GA2349
 GA2349.The orthometric height was determined by differential leveling
 GA2349.and adjusted by the National Geodetic Survey in June 1991..
 GA2349
 GA2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2349
 GA2349.The geoid height was determined by GEOID03.
 GA2349
 GA2349.The dynamic height is computed by dividing the NAVD 88
 GA2349.geopotential number by the normal gravity value computed on the
 GA2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2349.degrees latitude (g = 980.6199 gals.).
 GA2349
 GA2349.The modeled gravity was interpolated from observed gravity values.
 GA2349
 GA2349;                    North         East     Units Scale Factor Converg.
 GA2349;SPC TN       -   240,277.040   793,790.758   MT  1.00001177   +1 15 57.9
 GA2349;SPC TN       -   788,308.92  2,604,295.18   sFT  1.00001177   +1 15 57.9
 GA2349;UTM  17      - 4,040,892.620   245,802.447   MT  1.00039618   -1 41 16.1
 GA2349
 GA2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2349!SPC TN       -   0.99994668  x   1.00001177  =   0.99995845
 GA2349!UTM  17      -   0.99994668  x   1.00039618  =   1.00034284
 GA2349
 GA2349                          SUPERSEDED SURVEY CONTROL
 GA2349
 GA2349  NAD 83(1995)-  36 28 46.67614(N)    083 50 14.48829(W) AD(       ) 2
 GA2349  NAD 83(1995)-  36 28 46.68062(N)    083 50 14.48610(W) AD(       ) 2
 GA2349  NAD 83(1995)-  36 28 46.68326(N)    083 50 14.48907(W) AD(       ) 2
 GA2349  NAD 83(1986)-  36 28 46.68559(N)    083 50 14.48774(W) AD(       ) 2
 GA2349  NAD 27      -  36 28 46.40253(N)    083 50 14.78299(W) AD(       ) 2
 GA2349  NGVD 29 (??/??/??)  370.29   (m)         1214.9    (f) RESET       3  
 GA2349
 GA2349.Superseded values are not recommended for survey control.
 GA2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2349.See file dsdata.txt to determine how the superseded data were derived.
 GA2349
 GA2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4580240893(NAD 83)
 GA2349_MARKER: DD = SURVEY DISK
 GA2349_SETTING: 66 = SET IN ROCK OUTCROP
 GA2349_SP_SET: BEDROCK
 GA2349_STAMPING: DUNN AZI 1964
 GA2349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2349+STABILITY: POSITION/ELEVATION WELL
 GA2349
 GA2349  HISTORY     - Date     Condition        Report By
 GA2349  HISTORY     - 1964     MONUMENTED       TNHD
 GA2349  HISTORY     - 1965     GOOD             TNHD
 GA2349
 GA2349                          STATION DESCRIPTION
 GA2349
 GA2349'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2349'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 3.0 MILES
 GA2349'NORTHEAST ON STATE ROUTE 63
 GA2349'TO THE AZIMUTH MARK ON THE RIGHT,
 GA2349'
 GA2349'THE AZIMUTH MARK IS 103 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA2349'STATE ROUTE 63, 9 FEET
 GA2349'SOUTHWEST OF A GRAVELED ROAD, 9 FEET NORTHEAST OF A
 GA2349'WITNESS POST AND 9 FEET
 GA2349'NORTHEAST OF TELEPHONE POLE 253.  IT IS ON
 GA2349'THE PROPERTY OF MRS.  H.  RUSSEL.  IT IS A
 GA2349'STANDARD TENNESSEE HIGHWAY
 GA2349'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING
 GA2349'BEDROCK AND THE
 GA2349'DISK IS STAMPED DUNN AZI 1964.
 GA2349
 GA2349                          STATION RECOVERY (1965)
 GA2349
 GA2349'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2349'3 MI NE FROM SPEEDWELL.
 GA2349'FROM THE POST OFFICE IN SPEEDWELL, GO 3.0 MILES NORTHEAST ON
 GA2349'STATE ROUTE 63 TO THE MARK ON THE RIGHT, 103 FEET SOUTHEAST OF
 GA2349'THE APPROXIMATE CENTER OF STATE ROUTE 63, 9 FEET SOUTHWEST OF A
 GA2349'GRAVELED ROAD, 9 FEET NORTHEAST OF A METAL WITNESS POST WITH
 GA2349'SIGN, 9 FEET NORTHEAST OF TELEPHONE POLE NO. 253 AND ON THE
 GA2349'PROPERTY OF MRS. H. RUSSELL.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2349'DEPARTMENT DISK CEMENTED FLUSH, IN A DRILLED HOLE IN OUTCROPPING
 GA2349'BEDROCK, STAMPED DUNN AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2352 ***********************************************************************
 GA2352  DESIGNATION -  DUNN RM 1
 GA2352  PID         -  GA2352
 GA2352  STATE/COUNTY-  TN/CLAIBORNE
 GA2352  USGS QUAD   -  AUSMUS (1980)
 GA2352
 GA2352                         *CURRENT SURVEY CONTROL
 GA2352  ___________________________________________________________________
 GA2352* NAD 83(1986)-  36 29 18.     (N)    083 49 44.     (W)     SCALED    
 GA2352* NAVD 88     -       407.367  (meters)    1336.50   (feet)  ADJUSTED  
 GA2352  ___________________________________________________________________
 GA2352  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2352  DYNAMIC HT  -         407.011 (meters)    1335.34  (feet)  COMP
 GA2352  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 GA2352
 GA2352  VERT ORDER  -  SECOND    CLASS 0
 GA2352
 GA2352.The horizontal coordinates were scaled from a topographic map and have
 GA2352.an estimated accuracy of +/- 6 seconds.
 GA2352
 GA2352.The orthometric height was determined by differential leveling
 GA2352.and adjusted by the National Geodetic Survey in June 1991..
 GA2352
 GA2352.The geoid height was determined by GEOID03.
 GA2352
 GA2352.The dynamic height is computed by dividing the NAVD 88
 GA2352.geopotential number by the normal gravity value computed on the
 GA2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2352.degrees latitude (g = 980.6199 gals.).
 GA2352
 GA2352.The modeled gravity was interpolated from observed gravity values.
 GA2352
 GA2352;                    North         East    Units  Estimated Accuracy
 GA2352;SPC TN       -   241,260.      794,530.      MT  (+/- 180 meters Scaled)
 GA2352
 GA2352                          SUPERSEDED SURVEY CONTROL
 GA2352
 GA2352  NGVD 29 (??/??/92)  407.515  (m)         1336.99   (f) ADJ UNCH    2 0
 GA2352
 GA2352.Superseded values are not recommended for survey control.
 GA2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2352.See file dsdata.txt to determine how the superseded data were derived.
 GA2352
 GA2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA465418(NAD 83)
 GA2352_MARKER: DR = REFERENCE MARK DISK
 GA2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2352_STAMPING: DUNN RM-1 1964
 GA2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2352+STABILITY: SURFACE MOTION
 GA2352
 GA2352  HISTORY     - Date     Condition        Report By
 GA2352  HISTORY     - 1964     MONUMENTED       TNHD
 GA2352  HISTORY     - 1965     GOOD             TNHD
 GA2352
 GA2352                          STATION DESCRIPTION
 GA2352
 GA2352'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2352'3.7 MI NE FROM SPEEDWELL.
 GA2352'THIS MARK IS LOCATED AT THE DUNN 1964 STATION SITE, 33 FEET
 GA2352'SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE AND 2 FEET SOUTHEAST
 GA2352'OF THE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2352'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2352'DUNN RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2350 ***********************************************************************
 GA2350  DESIGNATION -  DUNN RM 2
 GA2350  PID         -  GA2350
 GA2350  STATE/COUNTY-  TN/CLAIBORNE
 GA2350  USGS QUAD   -  AUSMUS (1980)
 GA2350
 GA2350                         *CURRENT SURVEY CONTROL
 GA2350  ___________________________________________________________________
 GA2350* NAD 83(1986)-  36 29 18.     (N)    083 49 44.     (W)     SCALED    
 GA2350* NAVD 88     -       406.827  (meters)    1334.73   (feet)  ADJUSTED  
 GA2350  ___________________________________________________________________
 GA2350  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GA2350  DYNAMIC HT  -         406.471 (meters)    1333.56  (feet)  COMP
 GA2350  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 GA2350
 GA2350  VERT ORDER  -  SECOND    CLASS 0
 GA2350
 GA2350.The horizontal coordinates were scaled from a topographic map and have
 GA2350.an estimated accuracy of +/- 6 seconds.
 GA2350
 GA2350.The orthometric height was determined by differential leveling
 GA2350.and adjusted by the National Geodetic Survey in June 1991..
 GA2350
 GA2350.The geoid height was determined by GEOID03.
 GA2350
 GA2350.The dynamic height is computed by dividing the NAVD 88
 GA2350.geopotential number by the normal gravity value computed on the
 GA2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2350.degrees latitude (g = 980.6199 gals.).
 GA2350
 GA2350.The modeled gravity was interpolated from observed gravity values.
 GA2350
 GA2350;                    North         East    Units  Estimated Accuracy
 GA2350;SPC TN       -   241,260.      794,530.      MT  (+/- 180 meters Scaled)
 GA2350
 GA2350                          SUPERSEDED SURVEY CONTROL
 GA2350
 GA2350  NGVD 29 (??/??/92)  406.975  (m)         1335.22   (f) ADJ UNCH    2 0
 GA2350
 GA2350.Superseded values are not recommended for survey control.
 GA2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2350.See file dsdata.txt to determine how the superseded data were derived.
 GA2350
 GA2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA465418(NAD 83)
 GA2350_MARKER: DD = SURVEY DISK
 GA2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2350_STAMPING: DUNN RM-2 1964
 GA2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2350+STABILITY: SURFACE MOTION
 GA2350
 GA2350  HISTORY     - Date     Condition        Report By
 GA2350  HISTORY     - 1964     MONUMENTED       TNHD
 GA2350  HISTORY     - 1965     GOOD             TNHD
 GA2350
 GA2350                          STATION DESCRIPTION
 GA2350
 GA2350'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2350'3.7 MI NE FROM SPEEDWELL.
 GA2350'THIS MARK IS LOCATED AT THE DUNN 1964 STATION SITE, 96 FEET
 GA2350'NORTHEAST OF THE SOUTHWEST CORNER OF THE FENCE AND 2 FEET SOUTHEAST
 GA2350'OF THE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2350'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2350'DUNN RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0558 ***********************************************************************
 FD0558  DESIGNATION -  DUPLEX
 FD0558  PID         -  FD0558
 FD0558  STATE/COUNTY-  TN/WILLIAMSON
 FD0558  USGS QUAD   -  SPRING HILL (1979)
 FD0558
 FD0558                         *CURRENT SURVEY CONTROL
 FD0558  ___________________________________________________________________
 FD0558* NAD 83(1995)-  35 45 09.70247(N)    086 52 43.23739(W)     ADJUSTED  
 FD0558* NAVD 88     -       228.741  (meters)     750.46   (feet)  ADJUSTED  
 FD0558  ___________________________________________________________________
 FD0558  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FD0558  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0558  DYNAMIC HT  -         228.539 (meters)     749.80  (feet)  COMP
 FD0558  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0558
 FD0558  HORZ ORDER  -  SECOND
 FD0558  VERT ORDER  -  SECOND    CLASS 0
 FD0558
 FD0558.The horizontal coordinates were established by classical geodetic methods
 FD0558.and adjusted by the National Geodetic Survey in April 1999..
 FD0558
 FD0558.The orthometric height was determined by differential leveling
 FD0558.and adjusted by the National Geodetic Survey in June 1991..
 FD0558
 FD0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0558
 FD0558.The geoid height was determined by GEOID03.
 FD0558
 FD0558.The dynamic height is computed by dividing the NAVD 88
 FD0558.geopotential number by the normal gravity value computed on the
 FD0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0558.degrees latitude (g = 980.6199 gals.).
 FD0558
 FD0558.The modeled gravity was interpolated from observed gravity values.
 FD0558
 FD0558;                    North         East     Units Scale Factor Converg.
 FD0558;SPC TN       -   157,833.430   520,533.711   MT  0.99994940   -0 30 51.9
 FD0558;SPC TN       -   517,825.18  1,707,784.35   sFT  0.99994940   -0 30 51.9
 FD0558;UTM  16      - 3,956,526.080   510,968.589   MT  0.99960148   +0 04 15.2
 FD0558
 FD0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0558!SPC TN       -   0.99996853  x   0.99994940  =   0.99991793
 FD0558!UTM  16      -   0.99996853  x   0.99960148  =   0.99957002
 FD0558
 FD0558|---------------------------------------------------------------------|
 FD0558| PID    Reference Object                     Distance      Geod. Az  |
 FD0558|                                                           dddmmss.s |
 FD0558| FD0557 DUPLEX RM 1                           6.755 METERS 06041     |
 FD0558| FD0566 DUPLEX AZ MK                        APPROX. 1.1 KM 0934048.8 |
 FD0558| FD0559 DUPLEX RM 2                           7.588 METERS 24705     |
 FD0558|---------------------------------------------------------------------|
 FD0558
 FD0558                          SUPERSEDED SURVEY CONTROL
 FD0558
 FD0558  NAD 83(1995)-  35 45 09.70495(N)    086 52 43.23873(W) AD(       ) 2
 FD0558  NAD 83(1986)-  35 45 09.71324(N)    086 52 43.23917(W) AD(       ) 2
 FD0558  NAD 27      -  35 45 09.46830(N)    086 52 43.23320(W) AD(       ) 2
 FD0558  NGVD 29 (??/??/92)  228.714  (m)          750.37   (f) ADJ UNCH    2 0
 FD0558
 FD0558.Superseded values are not recommended for survey control.
 FD0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0558.See file dsdata.txt to determine how the superseded data were derived.
 FD0558
 FD0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1096956526(NAD 83)
 FD0558_MARKER: DE = TRAVERSE STATION DISK
 FD0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0558_STAMPING: DUPLEX 1960
 FD0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0558+STABILITY: SURFACE MOTION
 FD0558
 FD0558  HISTORY     - Date     Condition        Report By
 FD0558  HISTORY     - 1960     MONUMENTED       CGS
 FD0558  HISTORY     - 1960     GOOD             CGS
 FD0558
 FD0558                          STATION DESCRIPTION
 FD0558
 FD0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0558'THE STATION IS LOCATED ALONG THE SOUTH RIGHT-OF-WAY OF DUPLEX ROAD
 FD0558'ABOUT 3 MILES EAST OF
 FD0558'SPRING HILL.
 FD0558'
 FD0558'TO REACH FROM THE POST OFFICE IN SPRING HILL, GO NORTH ON U S HIGHWAY
 FD0558'NO 31 FOR 0.1 MILE TO A
 FD0558'TRAFFIC LIGHT AND DUPLEX ROAD ON THE RIGHT, TURN RIGHT,
 FD0558'EAST FOR 3.3 MILES TO THE MARK
 FD0558'ON THE RIGHT.
 FD0558'
 FD0558'THE MARK IS 87 FEET EAST OF A FARM LANE, 31 FEET SOUTH OF THE CENTER
 FD0558'OF DUPLEX ROAD, 12 FEET
 FD0558'NORTH OF A FENCE, 8 FEET SOUTHEAST OF AN 18-INCH OAK
 FD0558'TREE AND 3.6 FEET SOUTHEAST OF A
 FD0558'METAL WITNESS POST.  IT IS A
 FD0558'STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD0558'MONUMENT, SET FLUSH AND IS
 FD0558'STAMPED DUPLEX 1960.
 FD0558'
 FD0558'REFERENCE MARK NO 1 IS 22 FEET SOUTH OF THE CENTER OF DUPLEX ROAD AND
 FD0558'2.6 FEET WEST OF A FENCE
 FD0558'CORNER.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD0558'CONCRETE MONUMENT, SET FLUSH AND
 FD0558'IS STAMPED DUPLEX NO 1 1960.
 FD0558'
 FD0558'REFERENCE MARK NO 2 IS 41 FEET SOUTH OF THE CENTER OF DUPLEX ROAD AND
 FD0558'1.7 FEET NORTH OF
 FD0558'A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD0558'CONCRETE MONUMENT, SET FLUSH AND IS
 FD0558'STAMPED DUPLEX NO 2 1960.
 FD0558'
 FD0558'THE AZIMUTH MARK IS 147.8 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 FD0558'OF A GRAVELED ROAD AND
 FD0558'3.6 FEET SOUTH OF A METAL WITNESS POST.  IT IS A
 FD0558'STANDARD DISK SET IN THE TOP OF A
 FD0558'CONCRETE MONUMENT WHICH PROJECTS 2
 FD0558'INCHES AND IS STAMPED DUPLEX 1960.
 FD0558'
 FD0558'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON DUPLEX
 FD0558'ROAD FOR 0.5 MILE TO A
 FD0558'GRAVEL ROAD LEADING STRAIGHT AHEAD WHERE DUPLEX ROAD
 FD0558'TURNS SHARP SOUTH, CONTINUE
 FD0558'STRAIGHT AHEAD, EAST, ON THE GRAVELED
 FD0558'ROAD FOR 0.2 MILE TO THE TOP OF THE HILL AND
 FD0558'THE MARK ON THE RIGHT AS
 FD0558'DESCRIBED.
 FD0558'
 FD0558'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0558
 FD0558                          STATION RECOVERY (1960)
 FD0558
 FD0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0558'3 MI E FROM SPRING HILL.
 FD0558'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0558'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0558'3.0 MILES EAST ON DUPLEX ROAD, THE STATION MARK IS 87 FT.
 FD0558'EAST OF A FARM LANE, 31 FT. SOUTH OF THE CENTER OF DUPLEX ROAD,
 FD0558'12 FT. NORTH OF A FENCE, 8 FT. SOUTHEAST OF AN 18 INCH OAK TREE,
 FD0558'AND 3.6 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN
 FD0558'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 FD0558'ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0566 ***********************************************************************
 FD0566  DESIGNATION -  DUPLEX AZ MK
 FD0566  PID         -  FD0566
 FD0566  STATE/COUNTY-  TN/WILLIAMSON
 FD0566  USGS QUAD   -  BETHESDA (1982)
 FD0566
 FD0566                         *CURRENT SURVEY CONTROL
 FD0566  ___________________________________________________________________
 FD0566* NAD 83(1995)-  35 45 07.32881(N)    086 51 58.01066(W)     ADJUSTED  
 FD0566* NAVD 88     -       239.485  (meters)     785.71   (feet)  ADJUSTED  
 FD0566  ___________________________________________________________________
 FD0566  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FD0566  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0566  DYNAMIC HT  -         239.273 (meters)     785.01  (feet)  COMP
 FD0566  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FD0566
 FD0566  HORZ ORDER  -  SECOND
 FD0566  VERT ORDER  -  SECOND    CLASS 0
 FD0566
 FD0566.The horizontal coordinates were established by classical geodetic methods
 FD0566.and adjusted by the National Geodetic Survey in April 1999..
 FD0566
 FD0566.The orthometric height was determined by differential leveling
 FD0566.and adjusted by the National Geodetic Survey in June 1991..
 FD0566
 FD0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0566
 FD0566.The geoid height was determined by GEOID03.
 FD0566
 FD0566.The dynamic height is computed by dividing the NAVD 88
 FD0566.geopotential number by the normal gravity value computed on the
 FD0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0566.degrees latitude (g = 980.6199 gals.).
 FD0566
 FD0566.The modeled gravity was interpolated from observed gravity values.
 FD0566
 FD0566;                    North         East     Units Scale Factor Converg.
 FD0566;SPC TN       -   157,750.151   521,669.211   MT  0.99994942   -0 30 25.4
 FD0566;SPC TN       -   517,551.95  1,711,509.74   sFT  0.99994942   -0 30 25.4
 FD0566;UTM  16      - 3,956,454.429   512,104.486   MT  0.99960181   +0 04 41.6
 FD0566
 FD0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0566!SPC TN       -   0.99996685  x   0.99994942  =   0.99991627
 FD0566!UTM  16      -   0.99996685  x   0.99960181  =   0.99956867
 FD0566
 FD0566:                Primary Azimuth Mark                     Grid Az
 FD0566:SPC TN       -  DUPLEX                                   274 11 40.7
 FD0566:UTM  16      -  DUPLEX                                   273 36 33.7
 FD0566
 FD0566|---------------------------------------------------------------------|
 FD0566| PID    Reference Object                     Distance      Geod. Az  |
 FD0566|                                                           dddmmss.s |
 FD0566| FD0558 DUPLEX                              APPROX. 1.1 KM 2734115.3 |
 FD0566|---------------------------------------------------------------------|
 FD0566
 FD0566                          SUPERSEDED SURVEY CONTROL
 FD0566
 FD0566  NAD 83(1995)-  35 45 07.33122(N)    086 51 58.01193(W) AD(       ) 2
 FD0566  NAD 83(1986)-  35 45 07.33962(N)    086 51 58.01237(W) AD(       ) 2
 FD0566  NAD 27      -  35 45 07.09480(N)    086 51 58.01370(W) AD(       ) 2
 FD0566  NGVD 29 (??/??/92)  239.458  (m)          785.62   (f) ADJ UNCH    2 0
 FD0566
 FD0566.Superseded values are not recommended for survey control.
 FD0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0566.See file dsdata.txt to determine how the superseded data were derived.
 FD0566
 FD0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1210456454(NAD 83)
 FD0566_MARKER: DZ = AZIMUTH MARK DISK
 FD0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0566_STAMPING: DUPLEX 1960
 FD0566_MARK LOGO: CGS   
 FD0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0566+STABILITY: SURFACE MOTION
 FD0566
 FD0566  HISTORY     - Date     Condition        Report By
 FD0566  HISTORY     - 1960     MONUMENTED       CGS
 FD0566  HISTORY     - 1960     GOOD             CGS
 FD0566
 FD0566                          STATION DESCRIPTION
 FD0566
 FD0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0566'THE STATION IS LOCATED ALONG THE SOUTH RIGHT-OF-WAY OF DUPLEX ROAD
 FD0566'ABOUT 3 MILES EAST OF
 FD0566'SPRING HILL.
 FD0566'
 FD0566'THE AZIMUTH MARK IS 147.8 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 FD0566'OF A GRAVELED ROAD AND
 FD0566'3.6 FEET SOUTH OF A METAL WITNESS POST.  IT IS A
 FD0566'STANDARD DISK SET IN THE TOP OF A
 FD0566'CONCRETE MONUMENT WHICH PROJECTS 2
 FD0566'INCHES AND IS STAMPED DUPLEX 1960.
 FD0566'
 FD0566'TO REACH THE AZIMUTH MARK FROM STATION DUPLEX, CONTINUE EAST ON DUPLEX
 FD0566'ROAD FOR 0.5 MILE TO A
 FD0566'GRAVEL ROAD LEADING STRAIGHT AHEAD WHERE DUPLEX ROAD
 FD0566'TURNS SHARP SOUTH, CONTINUE
 FD0566'STRAIGHT AHEAD, EAST, ON THE GRAVELED
 FD0566'ROAD FOR 0.2 MILE TO THE TOP OF THE HILL AND
 FD0566'THE MARK ON THE RIGHT AS
 FD0566'DESCRIBED.
 FD0566
 FD0566                          STATION RECOVERY (1960)
 FD0566
 FD0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0566'3.8 MI E FROM SPRING HILL.
 FD0566'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0566'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 3.6
 FD0566'MILE EAST ON DUPLEX ROAD, THEN 0.2 MILE EAST ON A GRAVELED ROAD
 FD0566'TO THE TOP OF A HILL.  THE MARK IS 148 FT. SOUTH OF THE SOUTH
 FD0566'RIGHT-OF-WAY FENCE OF THE GRAVELED ROAD, AND 3.6 FT. SOUTH OF
 FD0566'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0566'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0557 ***********************************************************************
 FD0557  DESIGNATION -  DUPLEX RM 1
 FD0557  PID         -  FD0557
 FD0557  STATE/COUNTY-  TN/WILLIAMSON
 FD0557  USGS QUAD   -  SPRING HILL (1979)
 FD0557
 FD0557                         *CURRENT SURVEY CONTROL
 FD0557  ___________________________________________________________________
 FD0557* NAD 83(1986)-  35 45 09.     (N)    086 52 43.     (W)     SCALED    
 FD0557* NAVD 88     -       228.696  (meters)     750.31   (feet)  ADJUSTED  
 FD0557  ___________________________________________________________________
 FD0557  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0557  DYNAMIC HT  -         228.494 (meters)     749.65  (feet)  COMP
 FD0557  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0557
 FD0557  VERT ORDER  -  SECOND    CLASS 0
 FD0557
 FD0557.The horizontal coordinates were scaled from a topographic map and have
 FD0557.an estimated accuracy of +/- 6 seconds.
 FD0557
 FD0557.The orthometric height was determined by differential leveling
 FD0557.and adjusted by the National Geodetic Survey in June 1991..
 FD0557
 FD0557.The geoid height was determined by GEOID03.
 FD0557
 FD0557.The dynamic height is computed by dividing the NAVD 88
 FD0557.geopotential number by the normal gravity value computed on the
 FD0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0557.degrees latitude (g = 980.6199 gals.).
 FD0557
 FD0557.The modeled gravity was interpolated from observed gravity values.
 FD0557
 FD0557;                    North         East    Units  Estimated Accuracy
 FD0557;SPC TN       -   157,810.      520,540.      MT  (+/- 180 meters Scaled)
 FD0557
 FD0557                          SUPERSEDED SURVEY CONTROL
 FD0557
 FD0557  NGVD 29 (??/??/92)  228.669  (m)          750.22   (f) ADJ UNCH    2 0
 FD0557
 FD0557.Superseded values are not recommended for survey control.
 FD0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0557.See file dsdata.txt to determine how the superseded data were derived.
 FD0557
 FD0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109565(NAD 83)
 FD0557_MARKER: DR = REFERENCE MARK DISK
 FD0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0557_STAMPING: DUPLEX NO 1 1960
 FD0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0557+STABILITY: SURFACE MOTION
 FD0557
 FD0557  HISTORY     - Date     Condition        Report By
 FD0557  HISTORY     - 1960     MONUMENTED       CGS
 FD0557
 FD0557                          STATION DESCRIPTION
 FD0557
 FD0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0557'3 MI E FROM SPRING HILL.
 FD0557'THIS MARK IS LOCATED AT THE DUPLEX 1960 STATION SITE, 22.1
 FD0557'NORTHEAST OF THE STATION MARK, 22 FT. SOUTH OF THE CENTER OF
 FD0557'DUPLEX ROAD AND 2.6 FT. WEST OF A FENCE CORNER.  THE DISK IS
 FD0557'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND
 FD0557'AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0559 ***********************************************************************
 FD0559  DESIGNATION -  DUPLEX RM 2
 FD0559  PID         -  FD0559
 FD0559  STATE/COUNTY-  TN/WILLIAMSON
 FD0559  USGS QUAD   -  SPRING HILL (1979)
 FD0559
 FD0559                         *CURRENT SURVEY CONTROL
 FD0559  ___________________________________________________________________
 FD0559* NAD 83(1986)-  35 45 09.     (N)    086 52 43.     (W)     SCALED    
 FD0559* NAVD 88     -       228.809  (meters)     750.68   (feet)  ADJUSTED  
 FD0559  ___________________________________________________________________
 FD0559  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0559  DYNAMIC HT  -         228.606 (meters)     750.02  (feet)  COMP
 FD0559  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0559
 FD0559  VERT ORDER  -  SECOND    CLASS 0
 FD0559
 FD0559.The horizontal coordinates were scaled from a topographic map and have
 FD0559.an estimated accuracy of +/- 6 seconds.
 FD0559
 FD0559.The orthometric height was determined by differential leveling
 FD0559.and adjusted by the National Geodetic Survey in June 1991..
 FD0559
 FD0559.The geoid height was determined by GEOID03.
 FD0559
 FD0559.The dynamic height is computed by dividing the NAVD 88
 FD0559.geopotential number by the normal gravity value computed on the
 FD0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0559.degrees latitude (g = 980.6199 gals.).
 FD0559
 FD0559.The modeled gravity was interpolated from observed gravity values.
 FD0559
 FD0559;                    North         East    Units  Estimated Accuracy
 FD0559;SPC TN       -   157,810.      520,540.      MT  (+/- 180 meters Scaled)
 FD0559
 FD0559                          SUPERSEDED SURVEY CONTROL
 FD0559
 FD0559  NGVD 29 (??/??/92)  228.781  (m)          750.59   (f) ADJ UNCH    2 0
 FD0559
 FD0559.Superseded values are not recommended for survey control.
 FD0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0559.See file dsdata.txt to determine how the superseded data were derived.
 FD0559
 FD0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109565(NAD 83)
 FD0559_MARKER: DR = REFERENCE MARK DISK
 FD0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0559_STAMPING: DUPLEX NO 2 1960
 FD0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0559+STABILITY: SURFACE MOTION
 FD0559
 FD0559  HISTORY     - Date     Condition        Report By
 FD0559  HISTORY     - 1960     MONUMENTED       CGS
 FD0559
 FD0559                          STATION DESCRIPTION
 FD0559
 FD0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0559'3 MI E FROM SPRING HILL.
 FD0559'THIS MARK IS LOCATED AT THE DUPLEX 1960 STATION SITE, 24.9 FT.
 FD0559'SOUTHWEST OF THE STATION MARK, 41 FT. SOUTH OF THE CENTER OF
 FD0559'DUPLEX ROAD, AND 1.7 FT. NORTH OF A FENCE.  THE DISK IS SET IN
 FD0559'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT
 FD0559'3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0421 ***********************************************************************
 FF0421  DESIGNATION -  DUPONT
 FF0421  PID         -  FF0421
 FF0421  STATE/COUNTY-  TN/SHELBY
 FF0421  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0421
 FF0421                         *CURRENT SURVEY CONTROL
 FF0421  ___________________________________________________________________
 FF0421* NAD 83(1995)-  35 11 43.24051(N)    090 00 05.69790(W)     ADJUSTED  
 FF0421* NAVD 88     -        73.355  (meters)     240.67   (feet)  ADJUSTED  
 FF0421  ___________________________________________________________________
 FF0421  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FF0421  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0421  DYNAMIC HT  -          73.289 (meters)     240.45  (feet)  COMP
 FF0421  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FF0421
 FF0421  HORZ ORDER  -  SECOND
 FF0421  VERT ORDER  -  SECOND    CLASS 0
 FF0421
 FF0421.The horizontal coordinates were established by classical geodetic methods
 FF0421.and adjusted by the National Geodetic Survey in April 1999..
 FF0421
 FF0421.The orthometric height was determined by differential leveling
 FF0421.and adjusted by the National Geodetic Survey in June 1991..
 FF0421
 FF0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0421
 FF0421.The geoid height was determined by GEOID03.
 FF0421
 FF0421.The dynamic height is computed by dividing the NAVD 88
 FF0421.geopotential number by the normal gravity value computed on the
 FF0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0421.degrees latitude (g = 980.6199 gals.).
 FF0421
 FF0421.The modeled gravity was interpolated from observed gravity values.
 FF0421
 FF0421;                    North         East     Units Scale Factor Converg.
 FF0421;SPC TN       -   103,090.091   235,670.961   MT  1.00001010   -2 20 33.7
 FF0421;SPC TN       -   338,221.41    773,197.14   sFT  1.00001010   -2 20 33.7
 FF0421;SPC AR N     -    97,479.564   581,977.246   MT  0.99995883   +1 09 46.4
 FF0421;SPC AR N     -   319,814.20  1,909,370.35   sFT  0.99995883   +1 09 46.4
 FF0421;UTM  15      - 3,898,825.800   773,000.853   MT  1.00051861   +1 43 45.3
 FF0421;UTM  16      - 3,898,834.508   226,710.844   MT  1.00052055   -1 43 51.9
 FF0421
 FF0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0421!SPC TN       -   0.99999277  x   1.00001010  =   1.00000287
 FF0421!SPC AR N     -   0.99999277  x   0.99995883  =   0.99995160
 FF0421!UTM  15      -   0.99999277  x   1.00051861  =   1.00051138
 FF0421!UTM  16      -   0.99999277  x   1.00052055  =   1.00051332
 FF0421
 FF0421|---------------------------------------------------------------------|
 FF0421| PID    Reference Object                     Distance      Geod. Az  |
 FF0421|                                                           dddmmss.s |
 FF0421| FF0419 DUPONT RM 1                          17.177 METERS 25146     |
 FF0421| FF1966 MEMPHIS RADIO STA WREC NE MAST      APPROX. 0.8 KM 2695756.8 |
 FF0421| FF0420 DUPONT RM 2                          22.255 METERS 31349     |
 FF0421|---------------------------------------------------------------------|
 FF0421
 FF0421                          SUPERSEDED SURVEY CONTROL
 FF0421
 FF0421  NAD 83(1995)-  35 11 43.24320(N)    090 00 05.69753(W) AD(       ) 2
 FF0421  NAD 83(1995)-  35 11 43.24604(N)    090 00 05.69719(W) AD(       ) 2
 FF0421  NAD 83(1986)-  35 11 43.25107(N)    090 00 05.69899(W) AD(       ) 2
 FF0421  NAD 27      -  35 11 42.93230(N)    090 00 05.37660(W) AD(       ) 2
 FF0421  NGVD 29 (??/??/??)   73.331  (m)          240.59   (f) ADJUSTED    2 0
 FF0421
 FF0421.Superseded values are not recommended for survey control.
 FF0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0421.See file dsdata.txt to determine how the superseded data were derived.
 FF0421
 FF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7300198826(NAD 83)
 FF0421_MARKER: DE = TRAVERSE STATION DISK
 FF0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0421_STAMPING: DUPONT 1959
 FF0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0421+STABILITY: SURFACE MOTION
 FF0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0421+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0421
 FF0421  HISTORY     - Date     Condition        Report By
 FF0421  HISTORY     - 1959     MONUMENTED       CGS
 FF0421  HISTORY     - 1959     GOOD             CGS
 FF0421  HISTORY     - 19951220 GOOD             TN1620
 FF0421  HISTORY     - 20021021 GOOD             USACE
 FF0421
 FF0421                          STATION DESCRIPTION
 FF0421
 FF0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0421'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH-NORTHWEST OF THE
 FF0421'DOWNTOWN SECTION OF MEMPHIS, 5.0 MILES WEST OF RALEIGH, AND
 FF0421'2.0 MILES SOUTHEAST OF FRAYSER.
 FF0421'
 FF0421'TO REACH THE STATION FROM THE INTERSECTION OF OVERTON CROSSING
 FF0421'AND JAMES ROAD (NEAR THE SOUTHEAST EDGE OF FRAYSER) GO SOUTH
 FF0421'ON A PAVED ROAD (THAT GOES SOUTH FROM THE SOUTHEAST ANGLE
 FF0421'OF THE INTERSECTION) FOR 0.1 MILE TO DUPONT AVENUE.  TURN
 FF0421'LEFT AND GO 0.25 MILE TO THE INTERSECTION OF WINDSOR PARKWAY.
 FF0421'TURN RIGHT AND GO 0.05 MILE TO THE INTERSECTION OF SIPES
 FF0421'AVENUE.  TURN RIGHT AND GO 0.1 MILE TO THE END OF THE STREET.
 FF0421'PASS THROUGH THE GATE AT THE SOUTH EDGE OF THE ROAD AND
 FF0421'CONTINUE WEST FOR 0.1 MILE TO THE STATION IN THE NORTHWEST
 FF0421'CORNER OF THE PASTURE AS DESCRIBED.
 FF0421'
 FF0421'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0421'DUPONT 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0421'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 FF0421'103 FEET SOUTH OF AN EAST-WEST FENCE LINE, 48 FEET EAST OF
 FF0421'A NORTH-SOUTH FENCE LINE, 40 FEET SOUTH OF THE HIGHEST PART
 FF0421'OF THE RIDGE, AND 3 FEET WEST OF A WITNESS SIGN.
 FF0421'
 FF0421'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION
 FF0421'DISK STAMPED DUPONT 1959 AND IS SET ABOUT 30 INCHES BELOW
 FF0421'THE SURFACE OF THE GROUND.
 FF0421'
 FF0421'REFERENCE MARK 1, A STANDARD DISK STAMPED DUPONT NO 1 1959,
 FF0421'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0421'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 18 INCHES EAST
 FF0421'OF A NORTH-SOUTH FENCE LINE.
 FF0421'
 FF0421'REFERENCE MARK 2, A STANDARD DISK STAMPED DUPONT NO 2 1959,
 FF0421'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FF0421'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 18 INCHES EAST
 FF0421'OF A NORTH-SOUTH FENCE LINE.
 FF0421'
 FF0421'MEMPHIS RADIO STATION WREC NE MAST CAN BE USED FOR AN AZIMUTH.
 FF0421'
 FF0421'THIS STATION WAS LOCATED BY TELLUROMETER TRAVERSE.
 FF0421
 FF0421                          STATION RECOVERY (1959)
 FF0421
 FF0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0421'IN MEMPHIS.
 FF0421'TO REACH THE STATION FROM THE INTERSECTION OF OVERTON CROSSING AND
 FF0421'JAMES ROAD (NEAR THE SOUTHEAST EDGE OF FRAYSER) GO SOUTH ON A
 FF0421'PAVED ROAD (THAT GOES SOUTH FROM THE SOUTHEAST ANGLE OF THE
 FF0421'INTERSECTION) FOR 0.1 MILE TO DUPONT AVENUE.  TURN LEFT AND GO
 FF0421'0.25 MILE TO THE INTERSECTION OF WINDSOR PARKWAY.  TURN RIGHT
 FF0421'AND GO 0.05 MILE TO THE INTERSECTION OF SIPES AVENUE.  TURN
 FF0421'RIGHT AND GO 0.1 MILE TO THE END OF THE STREET.  PASS THROUGH THE
 FF0421'GATE AT THE SOUTH EDGE OF THE ROAD AND CONTINUE WEST FOR 0.1
 FF0421'MILE TO THE STATION IN THE NORTHWEST CORNER OF THE PASTURE.  THE
 FF0421'MARK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2
 FF0421'INCHES ABOVE THE GROUND.  IT IS 103 FEET SOUTH OF AN EAST-WEST
 FF0421'FENCE LINE, 48 FEET EAST OF AN NORTH-SOUTH FENCE LINE, 40 FEET
 FF0421'SOUTH OF THE HIGHEST PART OF THE RIDGE, AND 3 FEET WEST OF A
 FF0421'WITNESS SIGN.  IT IS ABOUT 0.6 MILE WEST OF W 214.
 FF0421
 FF0421                          STATION RECOVERY (1995)
 FF0421
 FF0421'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0421'RECOVERED IN GOOD CONDITION.
 FF0421
 FF0421                          STATION RECOVERY (2002)
 FF0421
 FF0421'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0421'MARK IS IN A SMALL CLUSTER OF SWEET GUM TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0419 ***********************************************************************
 FF0419  DESIGNATION -  DUPONT RM 1
 FF0419  PID         -  FF0419
 FF0419  STATE/COUNTY-  TN/SHELBY
 FF0419  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0419
 FF0419                         *CURRENT SURVEY CONTROL
 FF0419  ___________________________________________________________________
 FF0419* NAD 83(1986)-  35 11 43.     (N)    090 00 05.     (W)     SCALED    
 FF0419* NAVD 88     -        72.617  (meters)     238.24   (feet)  ADJUSTED  
 FF0419  ___________________________________________________________________
 FF0419  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0419  DYNAMIC HT  -          72.551 (meters)     238.03  (feet)  COMP
 FF0419  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FF0419
 FF0419  VERT ORDER  -  SECOND    CLASS 0
 FF0419
 FF0419.The horizontal coordinates were scaled from a topographic map and have
 FF0419.an estimated accuracy of +/- 6 seconds.
 FF0419
 FF0419.The orthometric height was determined by differential leveling
 FF0419.and adjusted by the National Geodetic Survey in June 1991..
 FF0419
 FF0419.The geoid height was determined by GEOID03.
 FF0419
 FF0419.The dynamic height is computed by dividing the NAVD 88
 FF0419.geopotential number by the normal gravity value computed on the
 FF0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0419.degrees latitude (g = 980.6199 gals.).
 FF0419
 FF0419.The modeled gravity was interpolated from observed gravity values.
 FF0419
 FF0419;                    North         East    Units  Estimated Accuracy
 FF0419;SPC TN       -   103,080.      235,690.      MT  (+/- 180 meters Scaled)
 FF0419
 FF0419                          SUPERSEDED SURVEY CONTROL
 FF0419
 FF0419  NGVD 29 (??/??/??)   72.593  (m)          238.17   (f) ADJUSTED    2 0
 FF0419
 FF0419.Superseded values are not recommended for survey control.
 FF0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0419.See file dsdata.txt to determine how the superseded data were derived.
 FF0419
 FF0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU730988(NAD 83)
 FF0419_MARKER: DR = REFERENCE MARK DISK
 FF0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0419_STAMPING: DUPONT NO 1 1959
 FF0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0419+STABILITY: SURFACE MOTION
 FF0419
 FF0419  HISTORY     - Date     Condition        Report By
 FF0419  HISTORY     - 1959     MONUMENTED       CGS
 FF0419  HISTORY     - 19951220 MARK NOT FOUND   TN1620
 FF0419
 FF0419                          STATION DESCRIPTION
 FF0419
 FF0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0419'IN MEMPHIS.
 FF0419'IT IS LOCATED AT THE DUPONT STATION SITE.  THE MARK IS SET IN THE
 FF0419'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 FF0419'GROUND AND IS 56.4 FEET WEST-SOUTHWEST OF THE STATION MARK,
 FF0419'18 INCHES EAST OF AN NORTH-SOUTH FENCE LINE.
 FF0419
 FF0419                          STATION RECOVERY (1995)
 FF0419
 FF0419'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0420 ***********************************************************************
 FF0420  DESIGNATION -  DUPONT RM 2
 FF0420  PID         -  FF0420
 FF0420  STATE/COUNTY-  TN/SHELBY
 FF0420  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0420
 FF0420                         *CURRENT SURVEY CONTROL
 FF0420  ___________________________________________________________________
 FF0420* NAD 83(1986)-  35 11 42.     (N)    090 00 04.     (W)     SCALED    
 FF0420* NAVD 88     -        74.062  (meters)     242.99   (feet)  ADJUSTED  
 FF0420  ___________________________________________________________________
 FF0420  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0420  DYNAMIC HT  -          73.996 (meters)     242.77  (feet)  COMP
 FF0420  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FF0420
 FF0420  VERT ORDER  -  SECOND    CLASS 0
 FF0420
 FF0420.The horizontal coordinates were scaled from a topographic map and have
 FF0420.an estimated accuracy of +/- 6 seconds.
 FF0420
 FF0420.The orthometric height was determined by differential leveling
 FF0420.and adjusted by the National Geodetic Survey in June 1991..
 FF0420
 FF0420.The geoid height was determined by GEOID03.
 FF0420
 FF0420.The dynamic height is computed by dividing the NAVD 88
 FF0420.geopotential number by the normal gravity value computed on the
 FF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0420.degrees latitude (g = 980.6199 gals.).
 FF0420
 FF0420.The modeled gravity was interpolated from observed gravity values.
 FF0420
 FF0420;                    North         East    Units  Estimated Accuracy
 FF0420;SPC TN       -   103,050.      235,710.      MT  (+/- 180 meters Scaled)
 FF0420
 FF0420                          SUPERSEDED SURVEY CONTROL
 FF0420
 FF0420  NGVD 29 (??/??/??)   74.039  (m)          242.91   (f) ADJUSTED    2 0
 FF0420
 FF0420.Superseded values are not recommended for survey control.
 FF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0420.See file dsdata.txt to determine how the superseded data were derived.
 FF0420
 FF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU730987(NAD 83)
 FF0420_MARKER: DR = REFERENCE MARK DISK
 FF0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0420_STAMPING: DUPONT NO 2 1959
 FF0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0420+STABILITY: SURFACE MOTION
 FF0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0420+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0420
 FF0420  HISTORY     - Date     Condition        Report By
 FF0420  HISTORY     - 1959     MONUMENTED       CGS
 FF0420  HISTORY     - 19951220 GOOD             TN1620
 FF0420  HISTORY     - 20021021 GOOD             USACE
 FF0420
 FF0420                          STATION DESCRIPTION
 FF0420
 FF0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0420'IN MEMPHIS.
 FF0420'IT IS LOCATED AT THE DUPONT STATION SITE.  THE MARK IS SET IN THE
 FF0420'TOP OF A CONCRETE MONUMET WHICH PROJECTS 2 INCHES ABOVE THE
 FF0420'GROUND AND IS 73.1 FEET NORTHWEST OF THE STATION MARK, 18 INCHES
 FF0420'EAST OF AN NORTH-SOUTH FENCE LINE.
 FF0420
 FF0420                          STATION RECOVERY (1995)
 FF0420
 FF0420'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0420'RECOVERED IN GOOD CONDITION.
 FF0420
 FF0420                          STATION RECOVERY (2002)
 FF0420
 FF0420'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2170 ***********************************************************************
 GC2170  DESIGNATION -  DUREN
 GC2170  PID         -  GC2170
 GC2170  STATE/COUNTY-  TN/TROUSDALE
 GC2170  USGS QUAD   -  BETHPAGE (1994)
 GC2170
 GC2170                         *CURRENT SURVEY CONTROL
 GC2170  ___________________________________________________________________
 GC2170* NAD 83(1995)-  36 25 08.48101(N)    086 15 37.70857(W)     ADJUSTED  
 GC2170* NAVD 88     -       316.6    (meters)    1039.     (feet)  VERTCON   
 GC2170  ___________________________________________________________________
 GC2170  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 GC2170  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC2170
 GC2170  HORZ ORDER  -  FIRST
 GC2170
 GC2170.The horizontal coordinates were established by classical geodetic methods
 GC2170.and adjusted by the National Geodetic Survey in April 1999..
 GC2170
 GC2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2170
 GC2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2170
 GC2170.The geoid height was determined by GEOID03.
 GC2170
 GC2170;                    North         East     Units Scale Factor Converg.
 GC2170;SPC TN       -   231,441.179   576,639.536   MT  1.00000042   -0 09 09.0
 GC2170;SPC TN       -   759,319.93  1,891,858.21   sFT  1.00000042   -0 09 09.0
 GC2170;UTM  16      - 4,030,679.825   566,297.836   MT  0.99965415   +0 26 20.6
 GC2170
 GC2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2170!SPC TN       -   0.99995492  x   1.00000042  =   0.99995534
 GC2170!UTM  16      -   0.99995492  x   0.99965415  =   0.99960909
 GC2170
 GC2170|---------------------------------------------------------------------|
 GC2170| PID    Reference Object                     Distance      Geod. Az  |
 GC2170|                                                           dddmmss.s |
 GC2170| CG5720 DUREN RM 1                           15.850 METERS 12921     |
 GC2170| CG5721 DUREN RM 2                          136.703 METERS 23020     |
 GC2170| GC2181 AIRWAY BEACON 66                    APPROX.19.0 KM 2655918.2 |
 GC2170| CG5719 DUREN AZ MK                                        3054650.5 |
 GC2170|---------------------------------------------------------------------|
 GC2170
 GC2170                          SUPERSEDED SURVEY CONTROL
 GC2170
 GC2170  NAD 83(1995)-  36 25 08.48176(N)    086 15 37.70978(W) AD(       ) 1
 GC2170  NAD 83(1995)-  36 25 08.48881(N)    086 15 37.71181(W) AD(       ) 1
 GC2170  NAD 83(1986)-  36 25 08.49074(N)    086 15 37.71175(W) AD(       ) 1
 GC2170  NAD 27      -  36 25 08.32700(N)    086 15 37.74800(W) AD(       ) 1
 GC2170  NGVD 29 (07/19/86)  316.7    (m)         1039.     (f) VERT ANG       
 GC2170
 GC2170.Superseded values are not recommended for survey control.
 GC2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2170.See file dsdata.txt to determine how the superseded data were derived.
 GC2170
 GC2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6629830680(NAD 83)
 GC2170_MARKER: X = CHISELED CROSS
 GC2170_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2170_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2170
 GC2170  HISTORY     - Date     Condition        Report By
 GC2170  HISTORY     - 1879     MONUMENTED       CGS
 GC2170  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GC2170  HISTORY     - 1941     GOOD             TNHD
 GC2170  HISTORY     - 1950     GOOD             CGS
 GC2170  HISTORY     - 1961     GOOD             CGS
 GC2170
 GC2170                          STATION DESCRIPTION
 GC2170
 GC2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (AHB)
 GC2170'ABOUT 10-1/2 MILES EAST-NORTHEAST OF GALLATIN 3-1/2 MILES NORTHEAST
 GC2170'OF CASTALIAN SPRINGS, ON PROMINENT BARE HILL KNOWN AS DURENS KNOB,
 GC2170'AND ON LAND OWNED BY TOMMY DUNCAN.  TO REACH FROM CASTALIAN SPRINGS,
 GC2170'GO NORTH ON DIRT ROAD JUST WEST OF POST OFFICE AND FOLLOW
 GC2170'MAIN-TRAVELED ROAD NORTH AND EAST 2.8 MILES, TURN NORTH (LEFT) ONTO
 GC2170'ROCKY ROAD, GO 0.55 MILE, TURN RIGHT THROUGH GATE AND FOLLOW ROAD
 GC2170'ABOUT 100 YARDS PAST SECOND HOUSE ON RIGHT.  TAKE RIGHT FORK AND
 GC2170'FOLLOW TO DUNCANS HOUSE WHICH IS END OF TRUCK TRAVEL.  FROM
 GC2170'HERE GO UP INTO SADDLE TO EAST AND THEN TURN RIGHT UP HILL TO STATION
 GC2170'SITE.  HILL HAS RIDGE-LIKE SUMMIT AND STATION IS ON HIGHEST POINT,
 GC2170'AT NORTHEAST END, AND 95 FEET EAST OF SMALL LONE TREE.  STATION WAS
 GC2170'ORIGINALLY MARKED IN 1879 BY STONE POST 1 FOOT SQUARE AND 2-1/2 FEET
 GC2170'LONG WITH TWO GROOVES AT RIGHT ANGLES IN TOP.  UNDERGROUND MARK IS
 GC2170'MOUTH OF STONE JUG FILLED WITH ASHES.  TWO STONE POSTS WERE SET, ONE
 GC2170'6 FEET NORTH OF STATION, AND ANOTHER 6 FEET SOUTH.
 GC2170
 GC2170                          STATION RECOVERY (1934)
 GC2170
 GC2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GC2170'STATION WAS RE-MARKED IN 1933 WITH
 GC2170'STANDARD DISK STATION MARKS.  UPPER MARK
 GC2170'PROJECTS 2 INCHES.  REFERENCE MARK NO. 1 (1930) AND NO. 2 (1930)
 GC2170'ARE STANDARD REFERENCE DISKS IN TILE, BOTH PROJECTING 8
 GC2170'INCHES ABOVE GROUND.  NO. 1 IS ON SOUTHEAST SLOPE OF HILL, 10
 GC2170'FEET FROM CREST WHERE HILL BREAKS OVER SHARPLY, AND 52.00 FEET FROM
 GC2170'STATION.  NO. 2 IS NEAR SOUTHWEST END OF
 GC2170'HILL, ABOUT 100 FEET NORTHWEST OF 3-FOOT PIN OAK, AT NORTHWEST OF
 GC2170'EDGE OF CULTIVATION, ABOUT 80 FEET NORTHWEST OF
 GC2170'NORTHEAST-SOUTHWEST FENCE, AND 448.5 FEET FROM STATION.
 GC2170'AZIMUTH MARK (1933) IS STANDARD REFERENCE
 GC2170'DISK IN CONCRETE, PROJECTING 3 INCHES, AT NORTH EDGE OF
 GC2170'FIELD, NEAR NORTHWEST CORNER, 10 FEET SOUTHWEST OF 12-INCH CEDAR,
 GC2170'12 FEET EAST OF ANOTHER 12-INCH CEDAR, 30 FEET SOUTH OF TRAIL
 GC2170'LEADING TO DUNCANS HOUSE, AND APPROXIMATELY 0.4 MILE FROM STATION.
 GC2170'AIRWAY BECON NO. 66 (SEE
 GC2170'DESCRIPTION THEREOF) IS 11.8 MILES FROM STATION,
 GC2170'S 85 DEG 59 MIN 19 SEC W.
 GC2170
 GC2170                          STATION RECOVERY (1941)
 GC2170
 GC2170'RECOVERY NOTE BY TN HIGHWAY DEPT 1941 (HDL)
 GC2170'LETTER OF MR. H.D. LONG, DIVISION CONSTRUCTION ENGINEER, DEPARTMENT
 GC2170'OF HIGHWAYS AND PUBLIC WORKS, NASHVILLE, TENNESSEE, DATED 3/21/41-
 GC2170'
 GC2170'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE THE AZIMUTH
 GC2170'MARK.
 GC2170'
 GC2170'WITH TRANSIT AT OLD AZIMUTH MARK AND SIGHT ON STATION MARK, SET NEW
 GC2170'AZIMUTH MARK IN THE ORIGINAL LINE BETWEEN STATION AND AZIMUTH
 GC2170'MARK, 66.916 FEET NEARER STATION MARK AND 2 FEET W OF E RIGHT-OF-WAY
 GC2170'LINE OF NEW HIGHWAY 10.  REFERENCE MARK STAMPED DUREN AZIMUTH
 GC2170'1933 RECEIVED 4/21/41.
 GC2170
 GC2170                          STATION RECOVERY (1950)
 GC2170
 GC2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2170'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2170'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 GC2170'AND AZIMUTH MARK CHECKED.
 GC2170'
 GC2170'THE AZIMUTH MARK WAS MOVED ON LINE 66 FEET CLOSER TO THE STATION IN
 GC2170'1941.  IT IS 64 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 51
 GC2170'FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 10A, 2 FEET WEST OF A
 GC2170'FENCELINE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 GC2170'PROJECTS 6 INCHES AND THE DISK IS STAMPED DUREN 1879 RESET 1941.
 GC2170'
 GC2170'A NEW TO REACH THE STATION FOLLOWS.
 GC2170'
 GC2170'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 10A AND
 GC2170'NO. 25 WHICH IS 5 MILES WEST OF HARTSVILLE, GO NORTH ON STATE
 GC2170'HIGHWAY NO. 10A FOR 2.35 MILES TO A DRIVEWAY ON THE RIGHT AND THE
 GC2170'AZIMUTH MARK IN THE SOUTHEAST ANGLE, TURN RIGHT INTO DRIVEWAY AND
 GC2170'GO 0.25 MILE TO MR. DUNCANS HOME. FROM THIS POINT PACK IN A
 GC2170'SOUTHEASTERLY DIRECTION FOR ABOUT 0.7 MILE TO THE TOP OF HILL AND
 GC2170'THE STATION AS DESCRIBED.
 GC2170
 GC2170                          STATION RECOVERY (1961)
 GC2170
 GC2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CEG)
 GC2170'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 GC2170'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE REFERENCE
 GC2170'MARKS AND THE STATION AND WERE FOUND TO CHECK THE 1950 MEASUREMENTS.
 GC2170'THE 1950 DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0311 ***********************************************************************
 GC0311  DESIGNATION -  DUREN AZ MK RESET
 GC0311  PID         -  GC0311
 GC0311  STATE/COUNTY-  TN/TROUSDALE
 GC0311  USGS QUAD   -  BETHPAGE (1994)
 GC0311
 GC0311                         *CURRENT SURVEY CONTROL
 GC0311  ___________________________________________________________________
 GC0311* NAD 83(1986)-  36 25 18.     (N)    086 16 00.     (W)     SCALED    
 GC0311* NAVD 88     -       223.034  (meters)     731.74   (feet)  ADJUSTED  
 GC0311  ___________________________________________________________________
 GC0311  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0311  DYNAMIC HT  -         222.853 (meters)     731.14  (feet)  COMP
 GC0311  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 GC0311
 GC0311  VERT ORDER  -  SECOND    CLASS 0
 GC0311
 GC0311.The horizontal coordinates were scaled from a topographic map and have
 GC0311.an estimated accuracy of +/- 6 seconds.
 GC0311
 GC0311.The orthometric height was determined by differential leveling
 GC0311.and adjusted by the National Geodetic Survey in June 1991..
 GC0311
 GC0311.The geoid height was determined by GEOID03.
 GC0311
 GC0311.The dynamic height is computed by dividing the NAVD 88
 GC0311.geopotential number by the normal gravity value computed on the
 GC0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0311.degrees latitude (g = 980.6199 gals.).
 GC0311
 GC0311.The modeled gravity was interpolated from observed gravity values.
 GC0311
 GC0311;                    North         East    Units  Estimated Accuracy
 GC0311;SPC TN       -   231,740.      576,090.      MT  (+/- 180 meters Scaled)
 GC0311
 GC0311                          SUPERSEDED SURVEY CONTROL
 GC0311
 GC0311  NGVD 29 (??/??/??)  223.14   (m)          732.1    (f) RESET       3  
 GC0311
 GC0311.Superseded values are not recommended for survey control.
 GC0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0311.See file dsdata.txt to determine how the superseded data were derived.
 GC0311
 GC0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF657309(NAD 83)
 GC0311_MARKER: DZ = AZIMUTH MARK DISK
 GC0311_SETTING: 0 = UNSPECIFIED SETTING
 GC0311_STAMPING: DUREN 1879 RESET 1941
 GC0311_MARK LOGO: CGS   
 GC0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0311
 GC0311  HISTORY     - Date     Condition        Report By
 GC0311  HISTORY     - 1941     MONUMENTED       CGS
 GC0311  HISTORY     - 1961     GOOD             TNHD
 GC0311
 GC0311                          STATION DESCRIPTION
 GC0311
 GC0311'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0311'5.5 MI NW FROM HARTSVILLE.
 GC0311'FROM THE JUNCTION OF STATE ROUTE 10A AND STATE ROUTE 25 WHICH
 GC0311'IS 5 MILES WEST OF HARTSVILLE, GO NORTH ON STATE HIGHWAY 10A FOR
 GC0311'2.35 MILES TO A DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK IN
 GC0311'THE SOUTHEAST ANGLE.  THE MARK IS 64 FEET SOUTH OF THE CENTER
 GC0311'OF A DRIVEWAY, 51 FEET EAST OF THE CENTER OF HIGHWAY 10A, 2 FEET
 GC0311'WEST OF A FENCE, AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 GC0311'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DUREN 1879 RESET
 GC0311'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0774 ***********************************************************************
 GC0774  DESIGNATION -  DURHAM
 GC0774  PID         -  GC0774
 GC0774  STATE/COUNTY-  TN/SUMNER
 GC0774  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0774
 GC0774                         *CURRENT SURVEY CONTROL
 GC0774  ___________________________________________________________________
 GC0774* NAD 83(1986)-  36 18 07.     (N)    086 37 58.     (W)     SCALED    
 GC0774* NAVD 88     -       163.229  (meters)     535.53   (feet)  ADJUSTED  
 GC0774  ___________________________________________________________________
 GC0774  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0774  DYNAMIC HT  -         163.091 (meters)     535.07  (feet)  COMP
 GC0774  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC0774
 GC0774  VERT ORDER  -  SECOND    CLASS 0
 GC0774
 GC0774.The horizontal coordinates were scaled from a topographic map and have
 GC0774.an estimated accuracy of +/- 6 seconds.
 GC0774
 GC0774.The orthometric height was determined by differential leveling
 GC0774.and adjusted by the National Geodetic Survey in June 1991..
 GC0774
 GC0774.The geoid height was determined by GEOID03.
 GC0774
 GC0774.The dynamic height is computed by dividing the NAVD 88
 GC0774.geopotential number by the normal gravity value computed on the
 GC0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0774.degrees latitude (g = 980.6199 gals.).
 GC0774
 GC0774.The modeled gravity was interpolated from observed gravity values.
 GC0774
 GC0774;                    North         East    Units  Estimated Accuracy
 GC0774;SPC TN       -   218,600.      543,170.      MT  (+/- 180 meters Scaled)
 GC0774
 GC0774                          SUPERSEDED SURVEY CONTROL
 GC0774
 GC0774  NGVD 29 (??/??/92)  163.288  (m)          535.72   (f) ADJ UNCH    2 0
 GC0774
 GC0774.Superseded values are not recommended for survey control.
 GC0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0774.See file dsdata.txt to determine how the superseded data were derived.
 GC0774
 GC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF329175(NAD 83)
 GC0774_MARKER: DD = SURVEY DISK
 GC0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0774_STAMPING: DURHAM 1961
 GC0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0774+STABILITY: SURFACE MOTION
 GC0774
 GC0774  HISTORY     - Date     Condition        Report By
 GC0774  HISTORY     - 1961     MONUMENTED       TNHD
 GC0774
 GC0774                          STATION DESCRIPTION
 GC0774
 GC0774'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0774'IN HENDERSONVILLE.
 GC0774'TO REACH THE STATION FROM THE POST OFFICE IN HENDERSONVILLE,
 GC0774'GO WEST ON U.S. HIGHWAY 31E FOR 0.8 MILE TO A PAVED ROAD
 GC0774'RIGHT AND THE STATION MARK ON THE LEFT.  THE STATION MARK IS 84
 GC0774'FEET WEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF
 GC0774'U.S. HIGHWAY 31E AND RICKLAND ROAD, 45 FEET SOUTHEAST OF A POWER
 GC0774'POLE AND 20.5 FEET NORTH OF A WITNESS POST.  THE DISK IS SET
 GC0774'IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2200 ***********************************************************************
 GC2200  DESIGNATION -  DURHAM
 GC2200  PID         -  GC2200
 GC2200  STATE/COUNTY-  TN/SUMNER
 GC2200  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC2200
 GC2200                         *CURRENT SURVEY CONTROL
 GC2200  ___________________________________________________________________
 GC2200* NAD 83(1995)-  36 18 07.55830(N)    086 37 58.23172(W)     ADJUSTED  
 GC2200* NAVD 88     -       163.9    (meters)     538.     (feet)  VERTCON   
 GC2200  ___________________________________________________________________
 GC2200  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GC2200  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC2200
 GC2200  HORZ ORDER  -  SECOND
 GC2200
 GC2200.The horizontal coordinates were established by classical geodetic methods
 GC2200.and adjusted by the National Geodetic Survey in April 1999..
 GC2200
 GC2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2200
 GC2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2200
 GC2200.The geoid height was determined by GEOID03.
 GC2200
 GC2200;                    North         East     Units Scale Factor Converg.
 GC2200;SPC TN       -   218,619.544   543,160.472   MT  0.99998169   -0 22 13.8
 GC2200;SPC TN       -   717,254.29  1,782,018.98   sFT  0.99998169   -0 22 13.8
 GC2200;UTM  16      - 4,017,519.085   532,964.464   MT  0.99961339   +0 13 02.6
 GC2200
 GC2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2200!SPC TN       -   0.99997889  x   0.99998169  =   0.99996058
 GC2200!UTM  16      -   0.99997889  x   0.99961339  =   0.99959229
 GC2200
 GC2200:                Primary Azimuth Mark                     Grid Az
 GC2200:SPC TN       -  DURHAM AZ MK                             076 37 16.0
 GC2200:UTM  16      -  DURHAM AZ MK                             076 01 59.6
 GC2200
 GC2200|---------------------------------------------------------------------|
 GC2200| PID    Reference Object                     Distance      Geod. Az  |
 GC2200|                                                           dddmmss.s |
 GC2200| GC0772 DURHAM AZ MK                                       0761502.2 |
 GC2200| GC0773 DURHAM RM 1                          23.811 METERS 18538     |
 GC2200| GC0775 DURHAM RM 2                          26.034 METERS 30759     |
 GC2200|---------------------------------------------------------------------|
 GC2200
 GC2200                          SUPERSEDED SURVEY CONTROL
 GC2200
 GC2200  NAD 83(1995)-  36 18 07.55984(N)    086 37 58.23346(W) AD(       ) 2
 GC2200  NAD 83(1995)-  36 18 07.56397(N)    086 37 58.23385(W) AD(       ) 2
 GC2200  NAD 83(1986)-  36 18 07.56866(N)    086 37 58.23412(W) AD(       ) 2
 GC2200  NAD 27      -  36 18 07.38540(N)    086 37 58.25220(W) AD(       ) 2
 GC2200  NGVD 29 (07/19/86)  164.0    (m)          538.     (f) VERT ANG       
 GC2200
 GC2200.Superseded values are not recommended for survey control.
 GC2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2200.See file dsdata.txt to determine how the superseded data were derived.
 GC2200
 GC2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3296417519(NAD 83)
 GC2200_MARKER: DD = SURVEY DISK
 GC2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2200
 GC2200  HISTORY     - Date     Condition        Report By
 GC2200  HISTORY     - 1961     MONUMENTED       TNHD
 GC2200  HISTORY     - 1966     GOOD             TNHD
 GC2200  HISTORY     - 1972     GOOD             LOCENG
 GC2200
 GC2200                          STATION DESCRIPTION
 GC2200
 GC2200'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2200'THE STATION IS ABOUT 0.8 OF A MILE WEST OF HENDERSONVILLE.
 GC2200'
 GC2200'TO REACH THE STATION FROM THE POST OFFICE IN HENDERSONVILLE, GO WEST
 GC2200'ON U.S. HIGHWAY 31E FOR 0.8 MILE TO A PAVED ROAD RIGHT AND THE
 GC2200'STATION ON THE LEFT AS DESCRIBED.
 GC2200'
 GC2200'THE STATION IS 84 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2200'INTERSECTION OF U.S. HIGHWAY 31E AND RICKLAND ROAD, 45 FEET
 GC2200'SOUTHEAST OF A POWER POLE AND 20.5 FEET NORTH OF A WITNESS POST.
 GC2200'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2200'DEPARTMENT DISK STAMPED DURHAM 1961.  THE UNDERGROUND MARK IS ABOUT
 GC2200'30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 GC2200'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2200'
 GC2200'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE APPROXIMATE CENTER
 GC2200'RICKLAND ROAD, 8 FEET EAST OF A GATE AND FENCE CORNER POST AND 2
 GC2200'FEET NORTH OF A FENCE LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2200'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2200'MONUMENT, AND THE DISK IS STAMPED DURHAM RM-1 1961.
 GC2200'
 GC2200'REFERENCE MARK NO. 2 IS 42 FEET WEST OF A POWER POLE AND 35 FEET
 GC2200'SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 31E.  THE MARK IS A
 GC2200'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE
 GC2200'FLUSH WITH THE SURFACE OF A CONCRETE RETAINING WALL AND THE DISK IS
 GC2200'STAMPED DURHAM RM-2 1961.
 GC2200'
 GC2200'THE AZIMUTH MARK IS 36 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2200'U.S. HIGHWAY 31E, 31 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2200'POWELL STREET AND 2 FEET WEST OF A POWER POLE.  THE MARK IS A
 GC2200'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 GC2200'DRILLED HOLE FLUSH WITH THE SURFACE OF A SIDEWALK AND THE DISK IS
 GC2200'STAMPED DURHAM AZI 1961.
 GC2200'
 GC2200'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY
 GC2200'31E FOR 0.5 MILE TO POWELL STREET AND THE MARK ON THE RIGHT AS
 GC2200'DESCRIBED.
 GC2200'
 GC2200'ALL OBSERVATIONS MADE FROM A 90 FOOT TOWER.
 GC2200
 GC2200                          STATION RECOVERY (1966)
 GC2200
 GC2200'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GC2200'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO
 GC2200'CONSTRUCTION AND CHANGES IN THE AREA, A NEW AND COMPLETE
 GC2200'DESCRIPTION FOLLOWS.
 GC2200'
 GC2200'THE STATION IS LOCATED AT THE Y JUNCTION OF U.S. HIGHWAY 31E AND
 GC2200'ROCKLAND ROAD IN HENDERSONVILLE.
 GC2200'
 GC2200'TO REACH THE STATION FROM THE POST OFFICE IN HENDERSONVILLE, GO
 GC2200'WESTERLY ON U.S. HIGHWAY 31E FOR 0.4 MILE TO THE JUNCTION
 GC2200'OF ROCKLAND ROAD AND THE STATION.
 GC2200'
 GC2200'THE STATION IS 85 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GC2200'HIGHWAY 31E, 41 FEET SOUTHEAST OF GUYED POWER POLE NO.  152, 37
 GC2200'FEET NORTH OF THE APPROXIMATE CENTER OF ROCKLAND ROAD, 37 FEET SOUTH
 GC2200'OF THE EAST END OF A CONCRETE CURB, 21 FEET NORTH OF A GUYED
 GC2200'TELEPHONE POLE, 20.3 FEET NORTH OF A METAL WITNESS POST AND SIGN AND
 GC2200'18 FEET EAST OF THE BASE OF THE GUY CABLES TO POWER POLE NO. 152.
 GC2200'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2200'DEPARTMENT DISKS AND THE DISKS ARE STAMPED DURHAM 1961.  THE
 GC2200'UNDERGROUND MARK IS ABOUT 34 INCHES BELOW THE SURFACE.  THE SURFACE
 GC2200'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 GC2200'ABOUT 4 INCHES BELOW THE SURFACE.
 GC2200'
 GC2200'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2200'ROCKLAND ROAD, 8 FEET EAST OF A GATE AND FENCE CORNER POST, 8
 GC2200'FEET SOUTHEAST OF POWER POLE NO. 58440 AND 2 FEET NORTH OF A FENCE
 GC2200'LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2200'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC2200'AND THE DISK IS STAMPED DURHAM RM-1 1961.
 GC2200'
 GC2200'REFERENCE MARK NO. 2 IS 46 FEET WEST OF THE GUYED POWER POLE NO. 152,
 GC2200'35 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 31E AND 27
 GC2200'FEET EAST OF THE APPROXIMATE CENTER OF A SERVICE STATION DRIVE.  THE
 GC2200'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC2200'FLUSH IN A DRILL HOLE IN A CONCRETE CURB AND THE DISK IS STAMPED
 GC2200'DURHAM RM-2 1961.
 GC2200'
 GC2200'THE AZIMUTH MARK IS ACROSS U.S. HIGHWAY 31E FROM THE POST OFFICE IN
 GC2200'HENDERSONVILLE, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF U.S.
 GC2200'HIGHWAY 31E AND POWELL STREET, 36 FEET SOUTH OF THE APPROXIMATE
 GC2200'CENTER OF U.S. HIGHWAY 31E AND 31 FEET EAST OF THE APPROXIMATE
 GC2200'CENTER OF POWELL STREET.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2200'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN A CONCRETE CURB AND
 GC2200'THE DISK IS STAMPED DURHAM AZI 1961.
 GC2200
 GC2200                          STATION RECOVERY (1972)
 GC2200
 GC2200'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ATL)
 GC2200'DURHAM 1961 RECOVERED IN GOOD CONDITION.
 GC2200'AZIMUTH MARK 1961 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0772 ***********************************************************************
 GC0772  DESIGNATION -  DURHAM AZ MK
 GC0772  PID         -  GC0772
 GC0772  STATE/COUNTY-  TN/SUMNER
 GC0772  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0772
 GC0772                         *CURRENT SURVEY CONTROL
 GC0772  ___________________________________________________________________
 GC0772* NAD 83(1986)-  36 18 13.     (N)    086 37 30.     (W)     SCALED    
 GC0772* NAVD 88     -       152.906  (meters)     501.66   (feet)  ADJUSTED  
 GC0772  ___________________________________________________________________
 GC0772  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0772  DYNAMIC HT  -         152.777 (meters)     501.24  (feet)  COMP
 GC0772  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GC0772
 GC0772  VERT ORDER  -  SECOND    CLASS 0
 GC0772
 GC0772.The horizontal coordinates were scaled from a topographic map and have
 GC0772.an estimated accuracy of +/- 6 seconds.
 GC0772
 GC0772.The orthometric height was determined by differential leveling
 GC0772.and adjusted by the National Geodetic Survey in June 1991..
 GC0772
 GC0772.The geoid height was determined by GEOID03.
 GC0772
 GC0772.The dynamic height is computed by dividing the NAVD 88
 GC0772.geopotential number by the normal gravity value computed on the
 GC0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0772.degrees latitude (g = 980.6199 gals.).
 GC0772
 GC0772.The modeled gravity was interpolated from observed gravity values.
 GC0772
 GC0772;                    North         East    Units  Estimated Accuracy
 GC0772;SPC TN       -   218,780.      543,870.      MT  (+/- 180 meters Scaled)
 GC0772
 GC0772                          SUPERSEDED SURVEY CONTROL
 GC0772
 GC0772  NGVD 29 (??/??/??)  152.99   (m)          501.9    (f) RESET       3  
 GC0772
 GC0772.Superseded values are not recommended for survey control.
 GC0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0772.See file dsdata.txt to determine how the superseded data were derived.
 GC0772
 GC0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF336176(NAD 83)
 GC0772_MARKER: DD = SURVEY DISK
 GC0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0772_SP_SET: SIDEWALK
 GC0772_STAMPING: DURHAM AZI 1961
 GC0772_MARK LOGO: TNHD  
 GC0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0772+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 GC0772
 GC0772  HISTORY     - Date     Condition        Report By
 GC0772  HISTORY     - 1961     MONUMENTED       TNHD
 GC0772  HISTORY     - 20050228 GOOD             TNDT
 GC0772
 GC0772                          STATION DESCRIPTION
 GC0772
 GC0772'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0772'IN HENDERSONVILLE.
 GC0772'FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST ON U.S. HIGHWAY
 GC0772'31E FOR 0.5 MILE TO THE JUNCTION OF POWELL STREET AND THE MARK
 GC0772'ON THE LEFT.  THE MARK IS 36 FEET SOUTHEAST OF THE CENTERLINE OF
 GC0772'U.S. HIGHWAY 31E, 31 FEET EAST OF THE CENTERLINE OF POWELL
 GC0772'STREET AND 2 FEET WEST OF A POWER POLE.  THE DISK IS CEMENTED
 GC0772'IN A DRILLED HOLE IN THE SIDEWALK.
 GC0772
 GC0772                          STATION RECOVERY (2005)
 GC0772
 GC0772'RECOVERY NOTE BY TN DEPT OF TRANSP 2005 (DWB)
 GC0772'NEW TO-REACH -
 GC0772'FROM THE JUNCTION OF U.S. HIGHWAY 31E AND STATE ROUTE 258 IN
 GC0772'HENDERSONVILLE, GO NORTHEASTERLY ON U.S. HIGHWAY 31E FOR 0.52 MILE TO
 GC0772'POWELL DRIVE AND THE STATION MARK ON THE LEFT.
 GC0772' 
 GC0772'THE MARK IS IN THE TOP OF THE CURB FACING U.S. HIGHWAY 31E AND IS 12.5
 GC0772'M (41 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 31E, 9.1
 GC0772'M (30 FT) NORTHEAST OF THE APPROXIMATE CENTER OF POWELL DRIVE, 7.2 M
 GC0772'(23.5 FT) NORTH-NORTHWEST OF THE NORTH END OF A BRICK SIGN, 6.0 M (20
 GC0772'FT) NORTH-NORTHEAST OF A STOP SIGN, 5.2 M (17 FT) NORTHWEST OF A
 GC0772'3-INCH DIAMETER (IN 2005) MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0773 ***********************************************************************
 GC0773  DESIGNATION -  DURHAM RM 1
 GC0773  PID         -  GC0773
 GC0773  STATE/COUNTY-  TN/SUMNER
 GC0773  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0773
 GC0773                         *CURRENT SURVEY CONTROL
 GC0773  ___________________________________________________________________
 GC0773* NAD 83(1986)-  36 18 07.     (N)    086 37 58.     (W)     SCALED    
 GC0773* NAVD 88     -       163.727  (meters)     537.16   (feet)  ADJUSTED  
 GC0773  ___________________________________________________________________
 GC0773  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0773  DYNAMIC HT  -         163.589 (meters)     536.71  (feet)  COMP
 GC0773  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC0773
 GC0773  VERT ORDER  -  SECOND    CLASS 0
 GC0773
 GC0773.The horizontal coordinates were scaled from a topographic map and have
 GC0773.an estimated accuracy of +/- 6 seconds.
 GC0773
 GC0773.The orthometric height was determined by differential leveling
 GC0773.and adjusted by the National Geodetic Survey in June 1991..
 GC0773
 GC0773.The geoid height was determined by GEOID03.
 GC0773
 GC0773.The dynamic height is computed by dividing the NAVD 88
 GC0773.geopotential number by the normal gravity value computed on the
 GC0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0773.degrees latitude (g = 980.6199 gals.).
 GC0773
 GC0773.The modeled gravity was interpolated from observed gravity values.
 GC0773
 GC0773;                    North         East    Units  Estimated Accuracy
 GC0773;SPC TN       -   218,600.      543,170.      MT  (+/- 180 meters Scaled)
 GC0773
 GC0773                          SUPERSEDED SURVEY CONTROL
 GC0773
 GC0773  NGVD 29 (??/??/92)  163.786  (m)          537.35   (f) ADJ UNCH    2 0
 GC0773
 GC0773.Superseded values are not recommended for survey control.
 GC0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0773.See file dsdata.txt to determine how the superseded data were derived.
 GC0773
 GC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF329175(NAD 83)
 GC0773_MARKER: DD = SURVEY DISK
 GC0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0773_STAMPING: DURHAM RM-1 1961
 GC0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0773+STABILITY: SURFACE MOTION
 GC0773
 GC0773  HISTORY     - Date     Condition        Report By
 GC0773  HISTORY     - 1961     MONUMENTED       TNHD
 GC0773
 GC0773                          STATION DESCRIPTION
 GC0773
 GC0773'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0773'IN HENDERSONVILLE.
 GC0773'THIS MARK IS LOCATED AT THE DURHAM 1961 STATION SITE, 38 FEET
 GC0773'SOUTH OF THE CENTERLINE OF RICKLAND ROAD, 8 FEET EAST OF A
 GC0773'GATE AND FENCE CORNER POST AND 2 FEET NORTH OF A FENCE LINE.
 GC0773'THE MARK IS 78 FEET SOUTH OF THE STATION AND SET IN TOP OF A
 GC0773'10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0775 ***********************************************************************
 GC0775  DESIGNATION -  DURHAM RM 2
 GC0775  PID         -  GC0775
 GC0775  STATE/COUNTY-  TN/SUMNER
 GC0775  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0775
 GC0775                         *CURRENT SURVEY CONTROL
 GC0775  ___________________________________________________________________
 GC0775* NAD 83(1986)-  36 18 07.     (N)    086 37 58.     (W)     SCALED    
 GC0775* NAVD 88     -       163.730  (meters)     537.17   (feet)  ADJUSTED  
 GC0775  ___________________________________________________________________
 GC0775  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC0775  DYNAMIC HT  -         163.592 (meters)     536.72  (feet)  COMP
 GC0775  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC0775
 GC0775  VERT ORDER  -  SECOND    CLASS 0
 GC0775
 GC0775.The horizontal coordinates were scaled from a topographic map and have
 GC0775.an estimated accuracy of +/- 6 seconds.
 GC0775
 GC0775.The orthometric height was determined by differential leveling
 GC0775.and adjusted by the National Geodetic Survey in June 1991..
 GC0775
 GC0775.The geoid height was determined by GEOID03.
 GC0775
 GC0775.The dynamic height is computed by dividing the NAVD 88
 GC0775.geopotential number by the normal gravity value computed on the
 GC0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0775.degrees latitude (g = 980.6199 gals.).
 GC0775
 GC0775.The modeled gravity was interpolated from observed gravity values.
 GC0775
 GC0775;                    North         East    Units  Estimated Accuracy
 GC0775;SPC TN       -   218,600.      543,170.      MT  (+/- 180 meters Scaled)
 GC0775
 GC0775                          SUPERSEDED SURVEY CONTROL
 GC0775
 GC0775  NGVD 29 (??/??/92)  163.789  (m)          537.36   (f) ADJ UNCH    2 0
 GC0775
 GC0775.Superseded values are not recommended for survey control.
 GC0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0775.See file dsdata.txt to determine how the superseded data were derived.
 GC0775
 GC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF329175(NAD 83)
 GC0775_MARKER: DD = SURVEY DISK
 GC0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0775_STAMPING: DURHAM RM-2 1961
 GC0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0775+STABILITY: SURFACE MOTION
 GC0775
 GC0775  HISTORY     - Date     Condition        Report By
 GC0775  HISTORY     - 1961     MONUMENTED       TNHD
 GC0775
 GC0775                          STATION DESCRIPTION
 GC0775
 GC0775'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0775'IN HENDERSONVILLE.
 GC0775'THIS MARK IS LOCATED AT THE DURHAM 1961 STATION SITE, 42 FEET
 GC0775'WEST OF A POWER POLE AND 35 FEET SOUTH OF THE CENTERLINE OF U.S.
 GC0775'31E.  THE MARK IS 85.4 FEET NORTHWEST OF THE STATION AND SET IN
 GC0775'TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1830 ***********************************************************************
 GB1830  DESIGNATION -  DYER
 GB1830  PID         -  GB1830
 GB1830  STATE/COUNTY-  TN/SMITH
 GB1830  USGS QUAD   -  GORDONSVILLE (1986)
 GB1830
 GB1830                         *CURRENT SURVEY CONTROL
 GB1830  ___________________________________________________________________
 GB1830* NAD 83(1995)-  36 10 41.96421(N)    085 59 30.70229(W)     ADJUSTED  
 GB1830* NAVD 88     -       234.324  (meters)     768.78   (feet)  ADJUSTED  
 GB1830  ___________________________________________________________________
 GB1830  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 GB1830  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1830  DYNAMIC HT  -         234.124 (meters)     768.12  (feet)  COMP
 GB1830  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GB1830
 GB1830  HORZ ORDER  -  SECOND
 GB1830  VERT ORDER  -  SECOND    CLASS 0
 GB1830
 GB1830.The horizontal coordinates were established by classical geodetic methods
 GB1830.and adjusted by the National Geodetic Survey in April 1999..
 GB1830
 GB1830.The orthometric height was determined by differential leveling
 GB1830.and adjusted by the National Geodetic Survey in June 1991..
 GB1830
 GB1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1830
 GB1830.The geoid height was determined by GEOID03.
 GB1830
 GB1830.The dynamic height is computed by dividing the NAVD 88
 GB1830.geopotential number by the normal gravity value computed on the
 GB1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1830.degrees latitude (g = 980.6199 gals.).
 GB1830
 GB1830.The modeled gravity was interpolated from observed gravity values.
 GB1830
 GB1830;                    North         East     Units Scale Factor Converg.
 GB1830;SPC TN       -   204,701.537   600,732.095   MT  0.99996640   +0 00 17.2
 GB1830;SPC TN       -   671,591.63  1,970,901.88   sFT  0.99996640   +0 00 17.2
 GB1830;UTM  16      - 4,004,198.256   590,657.537   MT  0.99970127   +0 35 42.5
 GB1830
 GB1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1830!SPC TN       -   0.99996785  x   0.99996640  =   0.99993425
 GB1830!UTM  16      -   0.99996785  x   0.99970127  =   0.99966913
 GB1830
 GB1830|---------------------------------------------------------------------|
 GB1830| PID    Reference Object                     Distance      Geod. Az  |
 GB1830|                                                           dddmmss.s |
 GB1830| GB1831 DYER RM 1                             4.748 METERS 12057     |
 GB1830| GB1829 DYER RM 2                            16.146 METERS 25237     |
 GB1830| GC0295 MIDDLETON                           APPROX. 2.7 KM 2641352.0 |
 GB1830|---------------------------------------------------------------------|
 GB1830
 GB1830                          SUPERSEDED SURVEY CONTROL
 GB1830
 GB1830  NAD 83(1995)-  36 10 41.96704(N)    085 59 30.70584(W) AD(       ) 2
 GB1830  NAD 83(1995)-  36 10 41.96713(N)    085 59 30.70766(W) AD(       ) 2
 GB1830  NAD 83(1986)-  36 10 41.97610(N)    085 59 30.70318(W) AD(       ) 2
 GB1830  NAD 27      -  36 10 41.76250(N)    085 59 30.75180(W) AD(       ) 2
 GB1830  NGVD 29 (??/??/92)  234.386  (m)          768.98   (f) ADJ UNCH    2 0
 GB1830
 GB1830.Superseded values are not recommended for survey control.
 GB1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1830.See file dsdata.txt to determine how the superseded data were derived.
 GB1830
 GB1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9065804198(NAD 83)
 GB1830_MARKER: DE = TRAVERSE STATION DISK
 GB1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1830_STAMPING: DYER 1960
 GB1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1830+STABILITY: SURFACE MOTION
 GB1830
 GB1830  HISTORY     - Date     Condition        Report By
 GB1830  HISTORY     - 1960     MONUMENTED       CGS
 GB1830  HISTORY     - 1960     GOOD             CGS
 GB1830  HISTORY     - 1963     GOOD             CGS
 GB1830
 GB1830                          STATION DESCRIPTION
 GB1830
 GB1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1830'THE STATION IS LOCATED ABOUT 3 MILES WEST OF GORDONSVILLE AND ABOUT 1
 GB1830'MILE NORTHEAST OF NEW MIDDLETON.
 GB1830'
 GB1830'TO REACH THE STATION FROM THE POST OFFICE IN NEW MIDDLETON, GO EAST
 GB1830'ON STATE HIGHWAY 141 FOR 0.65 MILE TO A SIDE ROAD ON THE LEFT, TURN
 GB1830'LEFT, NORTH, AND GO NORTH FOR 0.3 MILE TO A GATE ON THE RIGHT, TURN
 GB1830'RIGHT, THROUGH THE GATE, AND GO SOUTHEAST UP HILL FOR 0.2 MILE
 GB1830'TO THE STATION.
 GB1830'
 GB1830'THE STATION IS 5.1 FEET NORTH OF A WITNESS POST. IT IS A STANDARD
 GB1830'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GB1830'STAMPED DYER 1960.
 GB1830'
 GB1830'REFERENCE MARK NO. 1 IS 13 FEET EAST OF A WITNESS POST. IT IS A
 GB1830'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 GB1830'FLUSH, AND STAMPED DYER NO 1 1960.
 GB1830'
 GB1830'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB1830'OUTCROPPING BEDROCK, FLUSH, AND STAMPED DYER NO 2 1960.
 GB1830'
 GB1830'TRAVERSE STATION MIDDLETON WAS USED AS THE AZIMUTH MARK. A
 GB1830'TELLUROMETER TRAVERSE CONNECTION WAS MADE. SEE DESCRIPTION
 GB1830'THEREOF.
 GB1830
 GB1830                          STATION RECOVERY (1960)
 GB1830
 GB1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1830'1.2 MI E FROM NEW MIDDLETON.
 GB1830'FROM THE POST OFFICE IN NEW MIDDLETON, GO EAST ON STATE HIGHWAY
 GB1830'141 FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT, NORTH,
 GB1830'AND GO NORTH FOR 0.3 MILE TO A GATE ON THE RIGHT, TURN RIGHT,
 GB1830'THROUGH THE GATE, AND SOUTHEAST UP HILL FOR 0.2 MILE TO THE STATION.
 GB1830'THE STATION MARK IS 5.1 FT. NORTH OF A WITNESS SIGN.  THE DISK IS
 GB1830'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GB1830
 GB1830                          STATION RECOVERY (1963)
 GB1830
 GB1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB1830'STATION AND RM NO. 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GB1830'WITNESS POST INTACT.  NO SEARCH MADE FOR RM NO. 1.
 GB1830'
 GB1830'1960 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1508 ***********************************************************************
 GD1508  DESIGNATION -  DYER
 GD1508  PID         -  GD1508
 GD1508  STATE/COUNTY-  TN/GIBSON
 GD1508  USGS QUAD   -  DYER (1985)
 GD1508
 GD1508                         *CURRENT SURVEY CONTROL
 GD1508  ___________________________________________________________________
 GD1508* NAD 83(1995)-  36 03 49.08893(N)    088 59 45.78698(W)     ADJUSTED  
 GD1508* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 GD1508  ___________________________________________________________________
 GD1508  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GD1508  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1508
 GD1508  HORZ ORDER  -  THIRD
 GD1508
 GD1508.The horizontal coordinates were established by classical geodetic methods
 GD1508.and adjusted by the National Geodetic Survey in April 1999..
 GD1508
 GD1508.The orthometric height was scaled from a topographic map.
 GD1508
 GD1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1508
 GD1508.The geoid height was determined by GEOID03.
 GD1508
 GD1508;                    North         East     Units Scale Factor Converg.
 GD1508;SPC TN       -   196,107.149   330,136.024   MT  0.99995640   -1 45 14.4
 GD1508;SPC TN       -   643,394.87  1,083,121.27   sFT  0.99995640   -1 45 14.4
 GD1508;UTM  16      - 3,992,850.420   320,233.966   MT  0.99999820   -1 10 31.3
 GD1508
 GD1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1508!SPC TN       -   0.99998512  x   0.99995640  =   0.99994152
 GD1508!UTM  16      -   0.99998512  x   0.99999820  =   0.99998332
 GD1508
 GD1508:                Primary Azimuth Mark                     Grid Az
 GD1508:SPC TN       -  LUCK                                     046 18 54.7
 GD1508:UTM  16      -  LUCK                                     045 44 11.6
 GD1508
 GD1508|---------------------------------------------------------------------|
 GD1508| PID    Reference Object                     Distance      Geod. Az  |
 GD1508|                                                           dddmmss.s |
 GD1508| GD1509 LUCK                                APPROX. 9.0 KM 0443340.3 |
 GD1508| CG3971 DYER AZ MK                                         1464034.9 |
 GD1508| CG3972 DYER RM 1                            21.517 METERS 18404     |
 GD1508| GD1507 DYER MUNICIPAL TANK                  16.121 METERS 20800     |
 GD1508| CG3973 DYER RM 2                            20.656 METERS 29521     |
 GD1508|---------------------------------------------------------------------|
 GD1508
 GD1508                          SUPERSEDED SURVEY CONTROL
 GD1508
 GD1508  NAD 83(1995)-  36 03 49.09214(N)    088 59 45.78952(W) AD(       ) 3
 GD1508  NAD 83(1995)-  36 03 49.09245(N)    088 59 45.78973(W) AD(       ) 3
 GD1508  NAD 83(1986)-  36 03 49.10065(N)    088 59 45.78696(W) AD(       ) 3
 GD1508  NAD 27      -  36 03 48.85450(N)    088 59 45.54120(W) AD(       ) 3
 GD1508
 GD1508.Superseded values are not recommended for survey control.
 GD1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1508.See file dsdata.txt to determine how the superseded data were derived.
 GD1508
 GD1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2023492850(NAD 83)
 GD1508_MARKER: DS = TRIANGULATION STATION DISK
 GD1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1508+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 GD1508
 GD1508  HISTORY     - Date     Condition        Report By
 GD1508  HISTORY     - 1958     MONUMENTED       CGS
 GD1508  HISTORY     - 1967     GOOD             CGS
 GD1508  HISTORY     - 20030811 GOOD             USACE
 GD1508
 GD1508                          STATION DESCRIPTION
 GD1508
 GD1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1508'THE STATION IS IN THE SOUTHWEST RESIDENTIAL SECTION OF DYER, AT THE
 GD1508'SITE OF THE MUNICIPAL WATER TANK AND IS ABOUT 225 FEET NORTHWEST OF
 GD1508'THE INTERSECTION OF THOMAS STREET AND ASHLEY STREET.  IT IS 28 FEET
 GD1508'WEST OF A YARD FENCE, 29 FEET
 GD1508'SOUTH OF A WIRE FENCE, 37 FEET NORTHEAST OF THE NORTHEAST LEG OF
 GD1508'WATER TANK, 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 GD1508'HOUSE AND 70 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 GD1508'FLUSH AND THE DISK IS STAMPED DYER 1958.
 GD1508'
 GD1508'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 143 FEET TO
 GD1508'ASHLEY STREET.  TURN LEFT AND GO EAST ON ASHLEY STREET FOR 130 FEET
 GD1508'TO THE INTERSECTION OF THOMAS STREET AND ASHLEY STREET.  TURN RIGHT
 GD1508'AND GO SOUTH ON THOMAS STREET FOR 0.1 MILE TO SOUTH STREET.  TURN
 GD1508'LEFT AND GO EAST ON SOUTH STREET FOR 162 FEET TO THE AZIMUTH MARK
 GD1508'ON THE LEFT.
 GD1508'
 GD1508'REFERENCE MARK 1 IS 14 FEET SOUTHEAST OF THE SOUTHEAST LEG OF WATER
 GD1508'TANK, 73 FEET NORTH OF THE CENTERLINE OF ASHLEY STREET AND 56 FEET
 GD1508'WEST OF THE SOUTHWEST CORNER OF THE FRAME HOUSE.  THE MONUMENT IS
 GD1508'FLUSH AND THE DISK IS STAMPED DYER NO 1 1958.
 GD1508'
 GD1508'REFERENCE MARK IS 67 FEET NORTHWEST OF THE NORTHWEST LEG OF THE WATER
 GD1508'TANK, 1 FOOT SOUTH OF THE WIRE FENCE AND 2 FEET EAST OF THE WHITE
 GD1508'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GD1508'STAMPED DYER NO 2 1958.
 GD1508'
 GD1508'THE AZIMUTH MARK IS 19 FEET NORTH OF THE CENTERLINE OF SOUTH STREET,
 GD1508'47 FEET EAST OF A POWER LINE POLE, 45 FEET WEST OF A POWER LINE POLE
 GD1508'AND 162 FEET EAST OF THE INTERSECTION OF THOMAS STREET AND SOUTH
 GD1508'STREET.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DYER 1958.
 GD1508'
 GD1508'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GD1508
 GD1508                          STATION RECOVERY (1967)
 GD1508
 GD1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1508'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1508'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1508'
 GD1508'THE STATION IS AT THE SITE OF THE DYER MUNICIPAL WATER TANK, IN THE
 GD1508'SOUTHEAST RESIDENTIAL SECTION OF DYER.
 GD1508'
 GD1508'THE STATION IS ABOUT 225 FEET NORTHWEST OF THE INTERSECTION OF THOMAS
 GD1508'STREET AND ASHLEY STREET, 63 FEET NORTHWEST OF THE NORTHWEST CORNER
 GD1508'OF A FRAME HOUSE, 37 FEET NORTHEAST OF THE NORTHEAST LEG OF THE WATER
 GD1508'TANK, 28 FEET WEST OF A YARD FENCE, 25 FEET SOUTH OF A FENCE, AND
 GD1508'0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1508'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GD1508'MONUMENT AND THE DISK IS STAMPED DYER 1958.
 GD1508'
 GD1508'REFERENCE MARK NO. 1 IS 73 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1508'ASHLEY STREET, 56 FEET WEST OF THE SOUTHWEST CORNER OF
 GD1508'THE FRAME HOUSE, 33 FEET WEST OF THE YARD FENCE, AND 14 FEET
 GD1508'SOUTHEAST OF THE SOUTHEAST
 GD1508'LEG OF THE WATER TANK.  IT IS A STANDARD DISK SET IN THE
 GD1508'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD1508'IS STAMPED DYER NO 1 1958.
 GD1508'
 GD1508'REFERENCE MARK NO. 2 IS 67 FEET NORTHWEST OF THE NORTHWEST LEG OF
 GD1508'THE WATER TANK, 9 FEET NORTH OF A FENCE, 2 FEET EAST OF A WHITE
 GD1508'WOODEN WITNESS POST, AND IN A SMALL PASTURE.  IT IS A STANDARD DISK
 GD1508'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1508'PROJECTS 2 INCHES AND THE DISK IS STAMPED DYER NO 2 1958.
 GD1508'
 GD1508'DUE TO THE RISER PIPE OF THE WATER TANK, THE REFERENCE MARKS COULD
 GD1508'NOT BE MEASURED BETWEEN.
 GD1508'
 GD1508'THE AZIMUTH MARK IS 162 FEET EAST OF THE INTERSECTION OF THOMAS
 GD1508'STREET AND SOUTH STREET, 47 FEET EAST OF A POWERLINE POLE, 45 FEET
 GD1508'WEST OF A POWERLINE POLE, 19 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1508'SOUTH STREET, AND 0.6 OF A FOOT NORTH OF A METAL WITNESS POST
 GD1508'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1508'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED DYER
 GD1508'1958.
 GD1508
 GD1508                          STATION RECOVERY (2003)
 GD1508
 GD1508'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 GD1508'FOUND STA. MARK, RM1, RM2, AND AZ MK ALL IN GOOD CONDITION. NO MARKS
 GD1508'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1507 ***********************************************************************
 GD1507  DESIGNATION -  DYER MUNICIPAL TANK
 GD1507  PID         -  GD1507
 GD1507  STATE/COUNTY-  TN/GIBSON
 GD1507  USGS QUAD   -  DYER (1985)
 GD1507
 GD1507                         *CURRENT SURVEY CONTROL
 GD1507  ___________________________________________________________________
 GD1507* NAD 83(1995)-  36 03 48.62710(N)    088 59 46.08940(W)     ADJUSTED  
 GD1507* NAVD 88     -                                                        
 GD1507  ___________________________________________________________________
 GD1507  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GD1507  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1507
 GD1507  HORZ ORDER  -  THIRD
 GD1507
 GD1507.The horizontal coordinates were established by classical geodetic methods
 GD1507.and adjusted by the National Geodetic Survey in April 1999..
 GD1507
 GD1507
 GD1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1507
 GD1507.The geoid height was determined by GEOID03.
 GD1507
 GD1507;                    North         East     Units Scale Factor Converg.
 GD1507;SPC TN       -   196,093.154   330,128.024   MT  0.99995639   -1 45 14.6
 GD1507;SPC TN       -   643,348.96  1,083,095.03   sFT  0.99995639   -1 45 14.6
 GD1507;UTM  16      - 3,992,836.344   320,226.108   MT  0.99999823   -1 10 31.5
 GD1507
 GD1507                          SUPERSEDED SURVEY CONTROL
 GD1507
 GD1507  NAD 83(1995)-  36 03 48.63031(N)    088 59 46.09194(W) AD(       ) 4
 GD1507  NAD 83(1995)-  36 03 48.63063(N)    088 59 46.09215(W) AD(       ) 4
 GD1507  NAD 83(1986)-  36 03 48.63894(N)    088 59 46.08964(W) AD(       ) 4
 GD1507  NAD 27      -  36 03 48.39300(N)    088 59 45.84400(W) AD(       ) 3
 GD1507
 GD1507.Superseded values are not recommended for survey control.
 GD1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1507.See file dsdata.txt to determine how the superseded data were derived.
 GD1507
 GD1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2022692836(NAD 83)
 GD1507_MARKER: 53 = ELEVATED TANK
 GD1507
 GD1507  HISTORY     - Date     Condition        Report By
 GD1507  HISTORY     - 1958     FIRST OBSERVED   CGS
 GD1507  HISTORY     - 1959     GOOD             CGS
 GD1507  HISTORY     - 1967     GOOD             CGS
 GD1507
 GD1507                          STATION DESCRIPTION
 GD1507
 GD1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1507'THE STATION IS THE CENTER OF THE BASE OF THE DYER MUNICIPAL WATER
 GD1507'TANK LOCATED IN THE SOUTHWEST SECTION OF DYER, ABOUT 200 FEET
 GD1507'NORTHWEST OF THE INTERSECTION OF THOMAS STREET AND ASHLEY STREET.
 GD1507'THE TANK IS SUPPORTED BY 4 TUBULAR STEEL LEGS, SUPPORTING
 GD1507'STRUCTURE AND THE TANK ARE PAINTED SILVER WITH THE NAME DYER
 GD1507'PAINTED IN BLACK LETTERS ON THE SOUTH SIDE OF THE TANK.  THE OVERALL
 GD1507'HEIGHT IS 100 FEET.
 GD1507'
 GD1507'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION DYER TO
 GD1507'THE DYER MUNICIPAL WATER TANK THE DISTANCE IS 52.9 FEET, 16.12
 GD1507'METERS.
 GD1507
 GD1507                          STATION RECOVERY (1959)
 GD1507
 GD1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1507'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 GD1507'ADEQUATE.
 GD1507
 GD1507                          STATION RECOVERY (1967)
 GD1507
 GD1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1507'THIS STATION WAS RECOVERED AS DESCRIBED.
 GD1507'
 GD1507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT DYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1831 ***********************************************************************
 GB1831  DESIGNATION -  DYER RM 1
 GB1831  PID         -  GB1831
 GB1831  STATE/COUNTY-  TN/SMITH
 GB1831  USGS QUAD   -  GORDONSVILLE (1986)
 GB1831
 GB1831                         *CURRENT SURVEY CONTROL
 GB1831  ___________________________________________________________________
 GB1831* NAD 83(1986)-  36 10 41.     (N)    085 59 30.     (W)     SCALED    
 GB1831* NAVD 88     -       234.111  (meters)     768.08   (feet)  ADJUSTED  
 GB1831  ___________________________________________________________________
 GB1831  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1831  DYNAMIC HT  -         233.911 (meters)     767.42  (feet)  COMP
 GB1831  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GB1831
 GB1831  VERT ORDER  -  SECOND    CLASS 0
 GB1831
 GB1831.The horizontal coordinates were scaled from a topographic map and have
 GB1831.an estimated accuracy of +/- 6 seconds.
 GB1831
 GB1831.The orthometric height was determined by differential leveling
 GB1831.and adjusted by the National Geodetic Survey in June 1991..
 GB1831
 GB1831.The geoid height was determined by GEOID03.
 GB1831
 GB1831.The dynamic height is computed by dividing the NAVD 88
 GB1831.geopotential number by the normal gravity value computed on the
 GB1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1831.degrees latitude (g = 980.6199 gals.).
 GB1831
 GB1831.The modeled gravity was interpolated from observed gravity values.
 GB1831
 GB1831;                    North         East    Units  Estimated Accuracy
 GB1831;SPC TN       -   204,670.      600,750.      MT  (+/- 180 meters Scaled)
 GB1831
 GB1831                          SUPERSEDED SURVEY CONTROL
 GB1831
 GB1831  NGVD 29 (??/??/92)  234.173  (m)          768.28   (f) ADJ UNCH    2 0
 GB1831
 GB1831.Superseded values are not recommended for survey control.
 GB1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1831.See file dsdata.txt to determine how the superseded data were derived.
 GB1831
 GB1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF906041(NAD 83)
 GB1831_MARKER: DR = REFERENCE MARK DISK
 GB1831_SETTING: 66 = SET IN ROCK OUTCROP
 GB1831_SP_SET: BEDROCK
 GB1831_STAMPING: DYER NO 1 1960
 GB1831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1831+STABILITY: POSITION/ELEVATION WELL
 GB1831
 GB1831  HISTORY     - Date     Condition        Report By
 GB1831  HISTORY     - 1960     MONUMENTED       CGS
 GB1831
 GB1831                          STATION DESCRIPTION
 GB1831
 GB1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1831'1.2 MI E FROM NEW MIDDLETON.
 GB1831'THIS MARK IS LOCATED AT THE DYER 1960 STATION SITE, 15.6 FT. SOUTHEAST
 GB1831'OF THE STATION MARK AND 13 FT. EAST OF A WITNESS SIGN.  THE DISK
 GB1831'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1829 ***********************************************************************
 GB1829  DESIGNATION -  DYER RM 2
 GB1829  PID         -  GB1829
 GB1829  STATE/COUNTY-  TN/SMITH
 GB1829  USGS QUAD   -  GORDONSVILLE (1986)
 GB1829
 GB1829                         *CURRENT SURVEY CONTROL
 GB1829  ___________________________________________________________________
 GB1829* NAD 83(1986)-  36 10 41.     (N)    085 59 30.     (W)     SCALED    
 GB1829* NAVD 88     -       234.398  (meters)     769.02   (feet)  ADJUSTED  
 GB1829  ___________________________________________________________________
 GB1829  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1829  DYNAMIC HT  -         234.198 (meters)     768.36  (feet)  COMP
 GB1829  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 GB1829
 GB1829  VERT ORDER  -  SECOND    CLASS 0
 GB1829
 GB1829.The horizontal coordinates were scaled from a topographic map and have
 GB1829.an estimated accuracy of +/- 6 seconds.
 GB1829
 GB1829.The orthometric height was determined by differential leveling
 GB1829.and adjusted by the National Geodetic Survey in June 1991..
 GB1829
 GB1829.The geoid height was determined by GEOID03.
 GB1829
 GB1829.The dynamic height is computed by dividing the NAVD 88
 GB1829.geopotential number by the normal gravity value computed on the
 GB1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1829.degrees latitude (g = 980.6199 gals.).
 GB1829
 GB1829.The modeled gravity was interpolated from observed gravity values.
 GB1829
 GB1829;                    North         East    Units  Estimated Accuracy
 GB1829;SPC TN       -   204,670.      600,750.      MT  (+/- 180 meters Scaled)
 GB1829
 GB1829                          SUPERSEDED SURVEY CONTROL
 GB1829
 GB1829  NGVD 29 (??/??/92)  234.460  (m)          769.22   (f) ADJ UNCH    2 0
 GB1829
 GB1829.Superseded values are not recommended for survey control.
 GB1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1829.See file dsdata.txt to determine how the superseded data were derived.
 GB1829
 GB1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF906041(NAD 83)
 GB1829_MARKER: DR = REFERENCE MARK DISK
 GB1829_SETTING: 66 = SET IN ROCK OUTCROP
 GB1829_SP_SET: BEDROCK
 GB1829_STAMPING: DYER NO 1 1960
 GB1829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1829+STABILITY: POSITION/ELEVATION WELL
 GB1829
 GB1829  HISTORY     - Date     Condition        Report By
 GB1829  HISTORY     - 1960     MONUMENTED       CGS
 GB1829
 GB1829                          STATION DESCRIPTION
 GB1829
 GB1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1829'1.2 MI E FROM NEW MIDDLETON.
 GB1829'THIS MARK IS LOCATED AT THE DYER 1960 STATION SITE, 53 FT. SOUTHWEST
 GB1829'OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GB1829'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1113 ***********************************************************************
 GD1113  DESIGNATION -  DYERSBURG
 GD1113  PID         -  GD1113
 GD1113  STATE/COUNTY-  TN/DYER
 GD1113  USGS QUAD   -  DYERSBURG (1983)
 GD1113
 GD1113                         *CURRENT SURVEY CONTROL
 GD1113  ___________________________________________________________________
 GD1113* NAD 83(1995)-  36 02 57.20590(N)    089 23 34.84818(W)     ADJUSTED  
 GD1113* NAVD 88     -       115.994  (meters)     380.56   (feet)  ADJUSTED  
 GD1113  ___________________________________________________________________
 GD1113  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GD1113  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1113  DYNAMIC HT  -         115.896 (meters)     380.24  (feet)  COMP
 GD1113  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GD1113
 GD1113  HORZ ORDER  -  SECOND
 GD1113  VERT ORDER  -  FIRST     CLASS I
 GD1113
 GD1113.The horizontal coordinates were established by classical geodetic methods
 GD1113.and adjusted by the National Geodetic Survey in April 1999..
 GD1113
 GD1113.The orthometric height was determined by differential leveling
 GD1113.and adjusted by the National Geodetic Survey in June 1991..
 GD1113
 GD1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1113
 GD1113.The geoid height was determined by GEOID03.
 GD1113
 GD1113.The dynamic height is computed by dividing the NAVD 88
 GD1113.geopotential number by the normal gravity value computed on the
 GD1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1113.degrees latitude (g = 980.6199 gals.).
 GD1113
 GD1113.The modeled gravity was interpolated from observed gravity values.
 GD1113
 GD1113;                    North         East     Units Scale Factor Converg.
 GD1113;SPC TN       -   195,676.111   294,338.498   MT  0.99995543   -1 59 11.1
 GD1113;SPC TN       -   641,980.71    965,675.56   sFT  0.99995543   -1 59 11.1
 GD1113;UTM  16      - 3,992,058.106   284,438.072   MT  1.00017259   -1 24 31.6
 GD1113
 GD1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1113!SPC TN       -   0.99998622  x   0.99995543  =   0.99994165
 GD1113!UTM  16      -   0.99998622  x   1.00017259  =   1.00015881
 GD1113
 GD1113:                Primary Azimuth Mark                     Grid Az
 GD1113:SPC TN       -  DYERSBURG RADIO STA WDSG MAST            088 10 23.0
 GD1113:UTM  16      -  DYERSBURG RADIO STA WDSG MAST            087 35 43.5
 GD1113
 GD1113|---------------------------------------------------------------------|
 GD1113| PID    Reference Object                     Distance      Geod. Az  |
 GD1113|                                                           dddmmss.s |
 GD1113| GD1643 DYERSBURG RADIO STA WDSG MAST       APPROX. 2.2 KM 0861111.9 |
 GD1113| GD1642 DYERSBURG RAD STA KIA 385 MAST      APPROX. 2.3 KM 0994725.6 |
 GD1113| GD1640 DYERSBURG COTTON PRODUCTS TANK      APPROX. 2.6 KM 1213217.6 |
 GD1113| CG3974 DYERSBURG AZ MK                                    1300443.6 |
 GD1113| GD1651 DYERSBURG MUNICIPAL STANDPIPE       APPROX. 1.4 KM 1395357.5 |
 GD1113| GD1641 DYERSBURG FED COMP WHSE TANK        APPROX. 2.7 KM 1405412.2 |
 GD1113| GD1115 DYERSBURG RM 1                       27.280 METERS 14222     |
 GD1113| FE2446 BONICORD RAD STA KKE 701 MAST       APPROX.14.2 KM 1474846.9 |
 GD1113| FE2447 BONICORD TRUNKLINE GAS TANK         APPROX.14.3 KM 1475102.7 |
 GD1113| GD1649 DYERSBURG COUNTY CTHSE DOME         APPROX. 2.0 KM 1620818.5 |
 GD1113| GD1648 DYERSBURG COLONIAL RUBBER TANK      APPROX. 2.2 KM 1813928.2 |
 GD1113| GD1647 DYERSBURG ASSOC WHSE CO TANK        APPROX. 1.9 KM 1870303.3 |
 GD1113| GD1114 DYERSBURG RM 2                       28.547 METERS 19642     |
 GD1113| GD1652 DYERSBURG RADIO STA WTRO MAST       APPROX. 2.4 KM 3493525.7 |
 GD1113|---------------------------------------------------------------------|
 GD1113
 GD1113                          SUPERSEDED SURVEY CONTROL
 GD1113
 GD1113  NAD 83(1995)-  36 02 57.20931(N)    089 23 34.84891(W) AD(       ) 2
 GD1113  NAD 83(1995)-  36 02 57.20918(N)    089 23 34.84870(W) AD(       ) 2
 GD1113  NAD 83(1986)-  36 02 57.21720(N)    089 23 34.84809(W) AD(       ) 2
 GD1113  NAD 27      -  36 02 56.95900(N)    089 23 34.58610(W) AD(       ) 2
 GD1113  NGVD 29 (??/??/??)  115.924  (m)          380.33   (f) ADJUSTED    1 1
 GD1113
 GD1113.Superseded values are not recommended for survey control.
 GD1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1113.See file dsdata.txt to determine how the superseded data were derived.
 GD1113
 GD1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8443892058(NAD 83)
 GD1113_MARKER: DS = TRIANGULATION STATION DISK
 GD1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1113_STAMPING: DYERSBURG 1959
 GD1113_MARK LOGO: CGS   
 GD1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1113+STABILITY: SURFACE MOTION
 GD1113
 GD1113  HISTORY     - Date     Condition        Report By
 GD1113  HISTORY     - 1959     MONUMENTED       CGS
 GD1113  HISTORY     - 1967     GOOD             CGS
 GD1113  HISTORY     - 1974     GOOD             NGS
 GD1113  HISTORY     - 1974     GOOD             NGS
 GD1113  HISTORY     - 1988     MARK NOT FOUND   LOCSUR
 GD1113
 GD1113                          STATION DESCRIPTION
 GD1113
 GD1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1113'THE STATION IS IN THE NORTHWEST PART OF DYERSBURG, AT THE NORTHWEST
 GD1113'CORNER OF THE CITY PARK AND GOLF COURSE AND IN A GRASSY AREA BETWEEN
 GD1113'STATE HIGHWAY 78 AND A DRIVEWAY TO THE PARKING AREA FOR THE GOLF
 GD1113'COURSE.  IT IS 123 FEET SOUTHEAST OF THE INTERSECTION OF HIGHWAY
 GD1113'78 AND THE NORTH DRIVEWAY TO THE PARKING AREA, 95 FEET WEST OF THE
 GD1113'SOUTHWEST CORNER OF THE FENCE AROUND THE TENNIS COURT, 79 FEET
 GD1113'NORTHEAST OF A POWER POLE BY A TELEPHONE BOOTH, 72 FEET EAST
 GD1113'OF THE CENTERLINE OF STATE HIGHWAY 78 AND 31 FEET WEST OF THE
 GD1113'PAVED DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1113'DYERSBURG 1959.
 GD1113'
 GD1113'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 78
 GD1113'FOR 0.2 MILE TO A SIDE STREET LEFT.  TURN LEFT AND GO EAST ON
 GD1113'PARKVIEW STREET FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GD1113'
 GD1113'REFERENCE MARK 1 IS 76 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1113'WADING POOL, 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FENCE
 GD1113'AROUND THE TENNIS COURT AND 25 FEET WEST OF THE PAVED DRIVEWAY.
 GD1113'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DYERSBURG NO 1 1959.
 GD1113'
 GD1113'REFERENCE MARK 2 IS 57 FEET WEST OF THE PAVED DRIVEWAY, 32 FEET EAST
 GD1113'OF THE CENTERLINE OF STATE HIGHWAY 78 AND 19 FEET SOUTH OF THE
 GD1113'POWER POLE BY THE TELEPHONE BOOTH.  THE MONUMENT IS FLUSH AND THE
 GD1113'DISK IS STAMPED DYERSBURG NO 2 1959.
 GD1113'
 GD1113'THE AZIMUTH MARK IS 44 FEET WEST OF A 12 INCH ELM TREE, 42 FEET WEST
 GD1113'OF A WATER METER AND 28 FEET NORTH OF THE INTERSECTION OF PARKVIEW
 GD1113'STREET AND THE EAST DRIVEWAY TO A LARGE WHITE FRAME HOUSE.  THE
 GD1113'MONUMENT IS FLUSH AND THE DISK IS STAMPED DYERSBURG 1959.
 GD1113'
 GD1113'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1113
 GD1113                          STATION RECOVERY (1967)
 GD1113
 GD1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1113'THIS STATION AND ALL MARKS RECOVERED AS DESCRIBED WITH
 GD1113'THE FOLLOWING NOTED DELETION TO BE MADE.  THE TELEPHONE BOOTH
 GD1113'MENTIONED IN THE DETAILED DESCRIPTION FOR REFERENCE MARK NO. 2
 GD1113'NO LONGER EXIST.  CONDITION OF ALL MARKS GOOD.
 GD1113'
 GD1113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG CITY
 GD1113'PARK.
 GD1113
 GD1113                          STATION RECOVERY (1974)
 GD1113
 GD1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1113'THE STATION, R. M. 1 AND RM. 2 WERE RECOVERED IN GOOD CONDITION AND
 GD1113'LEVELED OVER DURING THE 1974 RELEVELING.
 GD1113'
 GD1113'TO REACH GO 0.6 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE
 GD1113'INTERSECTION OF U. S. HIGHWAY 51 BYPASS.
 GD1113'
 GD1113'THE STATION IS A C AND GS BENCH MARK DISK, STAMPED DYERSBURG
 GD1113'1959.  AT THE CITY PARK NEAR OKEENA SWIMMING POOL, IN A Y JUNCTION
 GD1113'FORMED BY THE HIGHWAY AND A PAVED ROAD LEADING TO THE PARK, 72.5
 GD1113'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 79.4 FEET NORTHEAST OF
 GD1113'A POWER POLE BEARING A TRANSFORMER, IN A CONCRETE POST.
 GD1113'
 GD1113'R. M. 1, IS A C AND GS REFERENCE MARK DISK, STAMPED DYERSBURG NO
 GD1113'1 1959. 89.5 FEET SOUTHEAST OF THE STATION, IN A CONCRETE POST.
 GD1113'
 GD1113'R. M. 2 IS A C AND GS BENCH MARK DISK, STAMPED DYERSBURG NO 2
 GD1113'1959.  93.9 FEET SOUTHWEST OF THE STATION, IN A CONCRETE POST.
 GD1113'
 GD1113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2 MILE
 GD1113'SOUTH OF DYESBURG.
 GD1113
 GD1113                          STATION RECOVERY (1974)
 GD1113
 GD1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1113'0.60 MI S FROM DYERSBURG.
 GD1113'ABOUT 0.60 MILE SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1113'WITH U.S. HIGHWAY 51 BY-PASS, AT THE CITY PARK NEAR THE OKEENA
 GD1113'SWIMMING POOL, SET IN THE Y OF STATE HIGHWAY 78 AND A PAVED ROAD (DEAD
 GD1113'END) LEADING TO PARK, ALSO USED AS A PARKING AREA FOR SWIMMING POOL,
 GD1113'95 FEET WEST OF THE SOUTHWEST CORNER OF FENCE AROUND TENNIS COURT,
 GD1113'72.5 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 78, 89.5 FEET
 GD1113'NORTHWEST OF RM 1, 79.4 FEET NORTHEAST OF A POWER POLE WITH
 GD1113'TRANSFORMER, 30.4 FEET WEST OF A PAVED ROAD, ABOUT LEVEL WITH THE
 GD1113'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 GD1113
 GD1113                          STATION RECOVERY (1988)
 GD1113
 GD1113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (GMK)
 GD1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0817 ***********************************************************************
 GD0817  DESIGNATION -  DYERSBURG 1
 GD0817  PID         -  GD0817
 GD0817  STATE/COUNTY-  TN/DYER
 GD0817  USGS QUAD   -  DYERSBURG (1983)
 GD0817
 GD0817                         *CURRENT SURVEY CONTROL
 GD0817  ___________________________________________________________________
 GD0817* NAD 83(1986)-  36 01 48.     (N)    089 23 11.     (W)     SCALED    
 GD0817* NAVD 88     -        83.853  (meters)     275.11   (feet)  ADJUSTED  
 GD0817  ___________________________________________________________________
 GD0817  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0817  DYNAMIC HT  -          83.783 (meters)     274.88  (feet)  COMP
 GD0817  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GD0817
 GD0817  VERT ORDER  -  FIRST     CLASS I
 GD0817
 GD0817.The horizontal coordinates were scaled from a topographic map and have
 GD0817.an estimated accuracy of +/- 6 seconds.
 GD0817
 GD0817.The orthometric height was determined by differential leveling
 GD0817.and adjusted by the National Geodetic Survey in June 1991..
 GD0817
 GD0817.The geoid height was determined by GEOID03.
 GD0817
 GD0817.The dynamic height is computed by dividing the NAVD 88
 GD0817.geopotential number by the normal gravity value computed on the
 GD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0817.degrees latitude (g = 980.6199 gals.).
 GD0817
 GD0817.The modeled gravity was interpolated from observed gravity values.
 GD0817
 GD0817;                    North         East    Units  Estimated Accuracy
 GD0817;SPC TN       -   193,520.      294,860.      MT  (+/- 180 meters Scaled)
 GD0817
 GD0817                          SUPERSEDED SURVEY CONTROL
 GD0817
 GD0817  NGVD 29 (??/??/??)   83.783  (m)          274.88   (f) ADJUSTED    1 1
 GD0817
 GD0817.Superseded values are not recommended for survey control.
 GD0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0817.See file dsdata.txt to determine how the superseded data were derived.
 GD0817
 GD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE849899(NAD 83)
 GD0817_MARKER: DB = BENCH MARK DISK
 GD0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0817_STAMPING: DYERSBURG NO 1 1934
 GD0817_MARK LOGO: CGS   
 GD0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0817+STABILITY: SURFACE MOTION
 GD0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0817+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0817
 GD0817  HISTORY     - Date     Condition        Report By
 GD0817  HISTORY     - 1934     MONUMENTED       CGS
 GD0817  HISTORY     - 1957     GOOD             CGS
 GD0817  HISTORY     - 1974     GOOD             NGS
 GD0817  HISTORY     - 20020730 GOOD             USACE
 GD0817
 GD0817                          STATION DESCRIPTION
 GD0817
 GD0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0817'AT DYERSBURG.
 GD0817'AT DYERSBURG, ABOUT 2 BLOCKS SOUTH ALONG U.S. HIGHWAY 51 FROM
 GD0817'THE SOUTHEAST CORNER OF COURT HOUSE SQUARE, AT THE CITY POWER
 GD0817'AND LIGHT COMPANY BUILDING, 112 FEET WEST OF CENTER LINE OF
 GD0817'HIGHWAY 51, 16 1/2 FEET SOUTH OF SOUTH RAIL OF A SPUR RAILROAD
 GD0817'TRACK, 17 FEET WEST OF NORTHEAST CORNER OF POWER AND LIGHT
 GD0817'COMPANY BUILDING, ABOUT 30 YARDS SOUTHWEST AND ACROSS SPUR TRACK
 GD0817'FROM THE SOUTHEAST CORNER OF A NEW WATER WORKS OFFICE BUILDING,
 GD0817'1.3 FEET NORTH OF NORTH WALL OF POWER AND LIGHT BUILDING AND
 GD0817'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0817
 GD0817                          STATION RECOVERY (1974)
 GD0817
 GD0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0817'AT DYERSBURG, ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE
 GD0817'COURTHOUSE, AT THE CITY POWER AND LIGHT COMPANY BUILDING, 110 FEET
 GD0817'WEST OF THE CENTER LINE OF THE HIGHWAY, 16.5 FEET SOUTH OF THE SOUTH
 GD0817'RAIL OF A SPUR RAILROAD TRACK, 8.9 FEET EAST OF THE NORTHEAST CORNER
 GD0817'OF THE POWER AND LIGHT COMPANY BUILDING, 0.5 FEET ABOVE HIGHWAY AND IN
 GD0817'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  NOTE-- MARK HAS BEEN
 GD0817'CHIPPED, BUT GOOD.
 GD0817
 GD0817                          STATION RECOVERY (2002)
 GD0817
 GD0817'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0817'CITY POWER AND LIGHT CO. BUILDING NOW GONE. REFERENCE DISTANCES FROM
 GD0817'CENTERLINE HWY 51 AND RR TRACK OK. MARK IS 1.3 FT N OF A CHAINLINK
 GD0817'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0816 ***********************************************************************
 GD0816  DESIGNATION -  DYERSBURG 2
 GD0816  PID         -  GD0816
 GD0816  STATE/COUNTY-  TN/DYER
 GD0816  USGS QUAD   -  DYERSBURG (1983)
 GD0816
 GD0816                         *CURRENT SURVEY CONTROL
 GD0816  ___________________________________________________________________
 GD0816* NAD 83(1986)-  36 01 55.     (N)    089 23 09.     (W)     SCALED    
 GD0816* NAVD 88     -        91.567  (meters)     300.42   (feet)  ADJUSTED  
 GD0816  ___________________________________________________________________
 GD0816  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0816  DYNAMIC HT  -          91.489 (meters)     300.16  (feet)  COMP
 GD0816  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GD0816
 GD0816  VERT ORDER  -  FIRST     CLASS I
 GD0816
 GD0816.The horizontal coordinates were scaled from a topographic map and have
 GD0816.an estimated accuracy of +/- 6 seconds.
 GD0816
 GD0816.The orthometric height was determined by differential leveling
 GD0816.and adjusted by the National Geodetic Survey in June 1991..
 GD0816.WARNING-Repeat measurements at this control monument indicate possible
 GD0816.vertical movement.
 GD0816
 GD0816.The geoid height was determined by GEOID03.
 GD0816
 GD0816.The dynamic height is computed by dividing the NAVD 88
 GD0816.geopotential number by the normal gravity value computed on the
 GD0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0816.degrees latitude (g = 980.6199 gals.).
 GD0816
 GD0816.The modeled gravity was interpolated from observed gravity values.
 GD0816
 GD0816;                    North         East    Units  Estimated Accuracy
 GD0816;SPC TN       -   193,740.      294,920.      MT  (+/- 180 meters Scaled)
 GD0816
 GD0816                          SUPERSEDED SURVEY CONTROL
 GD0816
 GD0816  NGVD 29 (??/??/??)   91.496  (m)          300.18   (f) ADJUSTED    1 1
 GD0816
 GD0816.Superseded values are not recommended for survey control.
 GD0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0816.See file dsdata.txt to determine how the superseded data were derived.
 GD0816
 GD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE850901(NAD 83)
 GD0816_MARKER: DB = BENCH MARK DISK
 GD0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0816_STAMPING: DYERSBURG NO 2 1934
 GD0816_MARK LOGO: CGS   
 GD0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0816+STABILITY: SURFACE MOTION
 GD0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0816+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0816
 GD0816  HISTORY     - Date     Condition        Report By
 GD0816  HISTORY     - 1934     MONUMENTED       CGS
 GD0816  HISTORY     - 1957     GOOD             CGS
 GD0816  HISTORY     - 1974     GOOD             NGS
 GD0816  HISTORY     - 20020730 GOOD             USACE
 GD0816  HISTORY     - 20060403 POOR             USACE
 GD0816
 GD0816                          STATION DESCRIPTION
 GD0816
 GD0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0816'AT DYERSBURG.
 GD0816'AT DYERSBURG, IN THE SOUTHEAST CORNER OF COURT HOUSE LAWN,
 GD0816'6.5 FEET NORTH OF NORTH EDGE OF SIDE WALK ALONG WEST MARKET
 GD0816'STREET, 6.6 FEET WEST OF WEST EDGE OF SIDE WALK ALONG SOUTH
 GD0816'MAIN AVENUE, 98 FEET SOUTHEAST OF SOUTHEAST CORNER OF COURT
 GD0816'HOUSE BUILDING, AND IS A DISK SET IN THE TOP OF A CONCRETE POST
 GD0816'(ABOUT 12-INCH SQUARE AT TOP) PROJECTING 2 FEET.
 GD0816
 GD0816                          STATION RECOVERY (1974)
 GD0816
 GD0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0816'AT DYERSBURG, SET IN THE SOUTHEAST CORNER OF THE COURTHOUSE LAWN, 98.6
 GD0816'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE BUILDING, 6.6
 GD0816'FEET WEST OF THE WEST EDGE OF SIDEWALK ALONG SOUTH MAIN STREET, 6.5
 GD0816'FEET NORTH OF THE NORTH EDGE OF SIDEWALK ALONG WEST MARKET STREET, 2.5
 GD0816'FEET ABOVE STREETS AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 GD0816'FEET.
 GD0816
 GD0816                          STATION RECOVERY (2002)
 GD0816
 GD0816'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0816'RECOVERED IN GOOD CONDITION.
 GD0816
 GD0816                          STATION RECOVERY (2006)
 GD0816
 GD0816'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (JMH)
 GD0816'TO BE DESTROYED DUE TO PLANNED CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0814 ***********************************************************************
 GD0814  DESIGNATION -  DYERSBURG 3
 GD0814  PID         -  GD0814
 GD0814  STATE/COUNTY-  TN/DYER
 GD0814  USGS QUAD   -  DYERSBURG (1983)
 GD0814
 GD0814                         *CURRENT SURVEY CONTROL
 GD0814  ___________________________________________________________________
 GD0814* NAD 83(1986)-  36 02 53.     (N)    089 23 32.     (W)     SCALED    
 GD0814* NAVD 88     -       114.730  (meters)     376.41   (feet)  ADJUSTED  
 GD0814  ___________________________________________________________________
 GD0814  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0814  DYNAMIC HT  -         114.633 (meters)     376.09  (feet)  COMP
 GD0814  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GD0814
 GD0814  VERT ORDER  -  FIRST     CLASS I
 GD0814
 GD0814.The horizontal coordinates were scaled from a topographic map and have
 GD0814.an estimated accuracy of +/- 6 seconds.
 GD0814
 GD0814.The orthometric height was determined by differential leveling
 GD0814.and adjusted by the National Geodetic Survey in June 1991..
 GD0814
 GD0814.The geoid height was determined by GEOID03.
 GD0814
 GD0814.The dynamic height is computed by dividing the NAVD 88
 GD0814.geopotential number by the normal gravity value computed on the
 GD0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0814.degrees latitude (g = 980.6199 gals.).
 GD0814
 GD0814.The modeled gravity was interpolated from observed gravity values.
 GD0814
 GD0814;                    North         East    Units  Estimated Accuracy
 GD0814;SPC TN       -   195,540.      294,410.      MT  (+/- 180 meters Scaled)
 GD0814
 GD0814                          SUPERSEDED SURVEY CONTROL
 GD0814
 GD0814  NGVD 29 (??/??/??)  114.660  (m)          376.18   (f) ADJUSTED    1 1
 GD0814
 GD0814.Superseded values are not recommended for survey control.
 GD0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0814.See file dsdata.txt to determine how the superseded data were derived.
 GD0814
 GD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE845919(NAD 83)
 GD0814_MARKER: DB = BENCH MARK DISK
 GD0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0814_SP_SET: CURB
 GD0814_STAMPING: DYERSBURG NO 3 1934
 GD0814_MARK LOGO: CGS   
 GD0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0814
 GD0814  HISTORY     - Date     Condition        Report By
 GD0814  HISTORY     - 1934     MONUMENTED       CGS
 GD0814  HISTORY     - 1974     GOOD             NGS
 GD0814  HISTORY     - 20020730 POOR             USACE
 GD0814
 GD0814                          STATION DESCRIPTION
 GD0814
 GD0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0814'0.65 MI S FROM DYERSBURG.
 GD0814'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE INTERSECTION OF
 GD0814'U.S. HIGHWAY 51 BY-PASS AND STATE HIGHWAY 78.  ALSO 1.40 MILES NORTH
 GD0814'OF THE COURTHOUSE AT DYERSBURG, SET IN THE SOUTHWEST CONCRETE CURB OF
 GD0814'THE OKEENA SWIMMING POOL AT THE CITY PARK, 193 FEET EAST OF THE CENTER
 GD0814'LINE OF STATE HIGHWAY 78, 51.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GD0814'OF THE BATH HOUSE AT POOL AND 4 FEET BELOW LEVEL OF THE HIGHWAY.
 GD0814
 GD0814                          STATION RECOVERY (2002)
 GD0814
 GD0814'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0814'MARK DESTROYED BECAUSE CURB HAS BEEN REBUILT IN AREA OF SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1647 ***********************************************************************
 GD1647  DESIGNATION -  DYERSBURG ASSOC WHSE CO TANK
 GD1647  PID         -  GD1647
 GD1647  STATE/COUNTY-  TN/DYER
 GD1647  USGS QUAD   -  DYERSBURG (1983)
 GD1647
 GD1647                         *CURRENT SURVEY CONTROL
 GD1647  ___________________________________________________________________
 GD1647* NAD 83(1995)-  36 01 55.65213(N)    089 23 44.22135(W)     ADJUSTED  
 GD1647* NAVD 88     -                                                        
 GD1647  ___________________________________________________________________
 GD1647  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GD1647  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1647
 GD1647  HORZ ORDER  -  THIRD
 GD1647
 GD1647.The horizontal coordinates were established by classical geodetic methods
 GD1647.and adjusted by the National Geodetic Survey in April 1999..
 GD1647
 GD1647
 GD1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1647
 GD1647.The geoid height was determined by GEOID03.
 GD1647
 GD1647;                    North         East     Units Scale Factor Converg.
 GD1647;SPC TN       -   193,788.254   294,038.231   MT  0.99995435   -1 59 16.5
 GD1647;SPC TN       -   635,786.96    964,690.43   sFT  0.99995435   -1 59 16.5
 GD1647;UTM  16      - 3,990,166.903   284,156.799   MT  1.00017408   -1 24 35.1
 GD1647
 GD1647                          SUPERSEDED SURVEY CONTROL
 GD1647
 GD1647  NAD 83(1995)-  36 01 55.65588(N)    089 23 44.22211(W) AD(       ) 4
 GD1647  NAD 83(1995)-  36 01 55.65568(N)    089 23 44.22185(W) AD(       ) 4
 GD1647  NAD 83(1986)-  36 01 55.66350(N)    089 23 44.22127(W) AD(       ) 4
 GD1647  NAD 27      -  36 01 55.40300(N)    089 23 43.95900(W) AD(       ) 3
 GD1647
 GD1647.Superseded values are not recommended for survey control.
 GD1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1647.See file dsdata.txt to determine how the superseded data were derived.
 GD1647
 GD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8415790167(NAD 83)
 GD1647_MARKER: 53 = ELEVATED TANK
 GD1647
 GD1647  HISTORY     - Date     Condition        Report By
 GD1647  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1647  HISTORY     - 1967     GOOD             CGS
 GD1647
 GD1647                          STATION DESCRIPTION
 GD1647
 GD1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1647'THE STATION IS THE FINIAL ATOP THE TANK.  IT IS A FOUR LEGGED, SILVER
 GD1647'COLORED TANK AND IS 125 FEET HIGH.  IT IS LOCATED IN THE SOUTHWEST
 GD1647'QUADRANT OF SOUTH CONNELL AVENUE AND JACKSON STREET.
 GD1647
 GD1647                          STATION RECOVERY (1967)
 GD1647
 GD1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1647'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1647'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1647'DESCRIPTION.
 GD1647'
 GD1647'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF DYERSBURG JUST
 GD1647'EAST OF THE T INTERSECTION OF JACKSON STREET AND FUMBANKS AVENUE.
 GD1647'IT IS 57 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF WAREHOUSE
 GD1647'BUILDING NO. 1, 57 FEET EAST OF THE EXTENDED TANGENT OF FUMBANKS
 GD1647'AVENUE AND 37 FEET SOUTH OF THE APPROXIMATE CENTER OF JACKSON
 GD1647'STREET.
 GD1647'
 GD1647'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 GD1647'WHICH HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX OF THE ROOF,
 GD1647'THE ENTIRE STRUCTURE IS PAINTED METALIC GREEN AND HAS AN OVER-ALL
 GD1647'HEIGHT OF 125 FEET.
 GD1647'
 GD1647'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1647'
 GD1647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1648 ***********************************************************************
 GD1648  DESIGNATION -  DYERSBURG COLONIAL RUBBER TANK
 GD1648  PID         -  GD1648
 GD1648  STATE/COUNTY-  TN/DYER
 GD1648  USGS QUAD   -  DYERSBURG (1983)
 GD1648
 GD1648                         *CURRENT SURVEY CONTROL
 GD1648  ___________________________________________________________________
 GD1648* NAD 83(1995)-  36 01 47.13202(N)    089 23 37.34502(W)     ADJUSTED  
 GD1648* NAVD 88     -                                                        
 GD1648  ___________________________________________________________________
 GD1648  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GD1648  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1648
 GD1648  HORZ ORDER  -  THIRD
 GD1648
 GD1648.The horizontal coordinates were established by classical geodetic methods
 GD1648.and adjusted by the National Geodetic Survey in April 1999..
 GD1648
 GD1648
 GD1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1648
 GD1648.The geoid height was determined by GEOID03.
 GD1648
 GD1648;                    North         East     Units Scale Factor Converg.
 GD1648;SPC TN       -   193,519.846   294,201.166   MT  0.99995421   -1 59 12.5
 GD1648;SPC TN       -   634,906.36    965,224.99   sFT  0.99995421   -1 59 12.5
 GD1648;UTM  16      - 3,989,900.094   284,322.472   MT  1.00017320   -1 24 30.7
 GD1648
 GD1648                          SUPERSEDED SURVEY CONTROL
 GD1648
 GD1648  NAD 83(1995)-  36 01 47.13568(N)    089 23 37.34579(W) AD(       ) 4
 GD1648  NAD 83(1995)-  36 01 47.13546(N)    089 23 37.34554(W) AD(       ) 4
 GD1648  NAD 83(1986)-  36 01 47.14336(N)    089 23 37.34495(W) AD(       ) 4
 GD1648  NAD 27      -  36 01 46.88600(N)    089 23 37.08300(W) AD(       ) 3
 GD1648
 GD1648.Superseded values are not recommended for survey control.
 GD1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1648.See file dsdata.txt to determine how the superseded data were derived.
 GD1648
 GD1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8432289900(NAD 83)
 GD1648_MARKER: 53 = ELEVATED TANK
 GD1648
 GD1648  HISTORY     - Date     Condition        Report By
 GD1648  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1648  HISTORY     - 1967     GOOD             CGS
 GD1648
 GD1648                          STATION DESCRIPTION
 GD1648
 GD1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1648'THE STATION IS THE FINIAL ATOP THE TANK.  IT IS A FOUR LEGGED SILVER
 GD1648'COLORED TANK WITH THE LEGEND COLONIAL ON THE NORTH AND SOUTH SIDES
 GD1648'OF THE TANK.  IT IS LOCATED ON SOUTH CONNELL AVENUE AND IS JUST
 GD1648'SOUTH OF THE ILLINOIS CENTRAL RAILROAD TRACKS.
 GD1648
 GD1648                          STATION RECOVERY (1967)
 GD1648
 GD1648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1648'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1648'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1648'DESCRIPTION.
 GD1648'
 GD1648'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF DYERSBURG JUST
 GD1648'SOUTH OF THE ILLINOIS CENTRAL RAILROAD TRACKS AND ALONG THE WEST
 GD1648'SIDE OF SOUTH CONNELL AVENUE, AT THE SOUTHEAST CORNER OF THE
 GD1648'PLANT COMPLEX.
 GD1648'
 GD1648'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS
 GD1648'A BALL FINIAL AT THE TOP AND CENTER OF THE ROOF AND AN OVER-ALL
 GD1648'HEIGHT OF 115 FEET.  THE LEGS OF THE STRUCTURE ARE PAINTED YELLOW,
 GD1648'THE TANK PROPER IS PAINTED BLUE AND THE LEGEND COLONIAL IS PAINTED IN
 GD1648'RED ON THE NORTH AND SOUTH SIDES.
 GD1648'
 GD1648'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE TOP AND CENTER OF
 GD1648'THE ROOF.
 GD1648'
 GD1648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1640 ***********************************************************************
 GD1640  DESIGNATION -  DYERSBURG COTTON PRODUCTS TANK
 GD1640  PID         -  GD1640
 GD1640  STATE/COUNTY-  TN/DYER
 GD1640  USGS QUAD   -  NEWBERN (1983)
 GD1640
 GD1640                         *CURRENT SURVEY CONTROL
 GD1640  ___________________________________________________________________
 GD1640* NAD 83(1995)-  36 02 12.69123(N)    089 22 05.56286(W)     ADJUSTED  
 GD1640* NAVD 88     -                                                        
 GD1640  ___________________________________________________________________
 GD1640  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1640  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1640
 GD1640  HORZ ORDER  -  THIRD
 GD1640
 GD1640.The horizontal coordinates were established by classical geodetic methods
 GD1640.and adjusted by the National Geodetic Survey in April 1999..
 GD1640
 GD1640
 GD1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1640
 GD1640.The geoid height was determined by GEOID03.
 GD1640
 GD1640;                    North         East     Units Scale Factor Converg.
 GD1640;SPC TN       -   194,227.770   296,524.659   MT  0.99995464   -1 58 18.8
 GD1640;SPC TN       -   637,228.94    972,847.99   sFT  0.99995464   -1 58 18.8
 GD1640;UTM  16      - 3,990,631.585   286,639.195   MT  1.00016095   -1 23 37.5
 GD1640
 GD1640                          SUPERSEDED SURVEY CONTROL
 GD1640
 GD1640  NAD 83(1995)-  36 02 12.69475(N)    089 22 05.56385(W) AD(       ) 4
 GD1640  NAD 83(1995)-  36 02 12.69468(N)    089 22 05.56367(W) AD(       ) 4
 GD1640  NAD 83(1986)-  36 02 12.70255(N)    089 22 05.56280(W) AD(       ) 4
 GD1640  NAD 27      -  36 02 12.44600(N)    089 22 05.30600(W) AD(       ) 3
 GD1640
 GD1640.Superseded values are not recommended for survey control.
 GD1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1640.See file dsdata.txt to determine how the superseded data were derived.
 GD1640
 GD1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8663990632(NAD 83)
 GD1640_MARKER: 53 = ELEVATED TANK
 GD1640
 GD1640  HISTORY     - Date     Condition        Report By
 GD1640  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1640  HISTORY     - 1967     GOOD             CGS
 GD1640
 GD1640                          STATION DESCRIPTION
 GD1640
 GD1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1640'THE STATION IS THE FINIAL ATOP THE TANK.  IT IS A FOUR LEGGED, SILVER
 GD1640'COLORED TANK AND IS 110 FEET HIGH.  IT HAS THE LEGEND DYERSBURG KNIT
 GD1640'FABRICS ON THE SOUTH SIDE OF THE TANK.  IT IS LOCATED AT THE SOUTH
 GD1640'END OF THE PLANT WHICH IS AT THE SOUTH END OF HARRELL AVENUE.
 GD1640
 GD1640                          STATION RECOVERY (1967)
 GD1640
 GD1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1640'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1640'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1640'DESCRIPTION.
 GD1640'
 GD1640'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF DYERSBURG AT
 GD1640'THE NORTHEAST ANGLE OF PHILLIPS STREET AND HARRELL AVENUE, JUST
 GD1640'SOUTH OF THE PLANT COMPLEX FENCE.  IT IS 92 FEET EAST OF THE
 GD1640'ENTRANCE GATE, 30.5 FEET WEST OF THE WEST RAIL OF A RAILROAD SPUR,
 GD1640'25 FEET SOUTH OF THE PLANT TRANSFORMER STATION FENCE, AND 23 FEET
 GD1640'EAST OF THE EAST EDGE OF THE PARKING LOT.
 GD1640'
 GD1640'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 GD1640'PROPER, HAS A BALL FINIAL AT THE TOP AND CENTER OF THE ROOF, THE
 GD1640'ENTIRE STRUCTURE IS PAINTED SILVER WITH THE LEGEND DYERSBURG KNIT
 GD1640'FABRICS IN BLACK ON THE SOUTH SIDE, AND HAS AN
 GD1640'OVER-ALL HEIGHT OF 110 FEET.
 GD1640'
 GD1640'THE POINT INTERSECTED WAS THE BALL FINIAL AT THE TOP AND CENTER OF
 GD1640'THE ROOF.
 GD1640'
 GD1640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1649 ***********************************************************************
 GD1649  DESIGNATION -  DYERSBURG COUNTY CTHSE DOME
 GD1649  PID         -  GD1649
 GD1649  STATE/COUNTY-  TN/DYER
 GD1649  USGS QUAD   -  DYERSBURG (1983)
 GD1649
 GD1649                         *CURRENT SURVEY CONTROL
 GD1649  ___________________________________________________________________
 GD1649* NAD 83(1995)-  36 01 56.56800(N)    089 23 10.79107(W)     ADJUSTED  
 GD1649* NAVD 88     -                                                        
 GD1649  ___________________________________________________________________
 GD1649  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GD1649  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1649
 GD1649  HORZ ORDER  -  THIRD
 GD1649
 GD1649.The horizontal coordinates were established by classical geodetic methods
 GD1649.and adjusted by the National Geodetic Survey in April 1999..
 GD1649
 GD1649
 GD1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1649
 GD1649.The geoid height was determined by GEOID03.
 GD1649
 GD1649;                    North         East     Units Scale Factor Converg.
 GD1649;SPC TN       -   193,787.473   294,875.604   MT  0.99995437   -1 58 57.0
 GD1649;SPC TN       -   635,784.40    967,437.71   sFT  0.99995437   -1 58 57.0
 GD1649;UTM  16      - 3,990,174.574   284,994.320   MT  1.00016964   -1 24 15.4
 GD1649
 GD1649                          SUPERSEDED SURVEY CONTROL
 GD1649
 GD1649  NAD 83(1995)-  36 01 56.57169(N)    089 23 10.79194(W) AD(       ) 4
 GD1649  NAD 83(1995)-  36 01 56.57149(N)    089 23 10.79167(W) AD(       ) 4
 GD1649  NAD 83(1986)-  36 01 56.57935(N)    089 23 10.79099(W) AD(       ) 4
 GD1649  NAD 27      -  36 01 56.32300(N)    089 23 10.53100(W) AD(       ) 3
 GD1649
 GD1649.Superseded values are not recommended for survey control.
 GD1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1649.See file dsdata.txt to determine how the superseded data were derived.
 GD1649
 GD1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8499490175(NAD 83)
 GD1649_MARKER: 87 = DOME
 GD1649
 GD1649  HISTORY     - Date     Condition        Report By
 GD1649  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1649  HISTORY     - 1967     GOOD             CGS
 GD1649
 GD1649                          STATION DESCRIPTION
 GD1649
 GD1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1649'THE STATION IS THE CENTER OF THE DOME.  IT IS A ROUND DOME WITH A
 GD1649'LIGHTNING ROD PROTRUDEING FROM THE CENTER OF THE TOP.  AT THE
 GD1649'PRESENT TIME THE ROD IS BENT AND THE STATION IS THE BASE OF THE ROD.
 GD1649'THE COURTHOUSE IS LOCATED IN THE TOWN SQUARE.
 GD1649
 GD1649                          STATION RECOVERY (1967)
 GD1649
 GD1649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1649'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1649'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1649'DESCRIPTION.
 GD1649'
 GD1649'THE STATION IS LOCATED IN THE CENTER OF THE DYER COUNTY COURTHOUSE
 GD1649'SQUARE IN DYERSBURG AND IS BOUNDED BY COURT STREET ON THE NORTH,
 GD1649'MARKET STREET ON THE SOUTH, MAIN AVENUE ON THE EAST AND MILL
 GD1649'AVENUE ON THE WEST.
 GD1649'
 GD1649'IT IS THE TOP OF THE DOME ATOP THE CLOCK TOWER OF THE COURTHOUSE
 GD1649'AND IS ABOUT 72 FEET HIGH.  THE TOP AND CENTER OF THE DOME HAS
 GD1649'AN ORNATE FINIAL WHICH SUPPORTS A LIGHTNING ROD WHICH LEANS TO
 GD1649'THE SOUTH.
 GD1649'
 GD1649'THE POINT OBSERVED UPON WAS THE TOP OF THE ORNATE FINIAL AT THE
 GD1649'BASE OF THE LIGHTNING ROD.
 GD1649'
 GD1649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1641 ***********************************************************************
 GD1641  DESIGNATION -  DYERSBURG FED COMP WHSE TANK
 GD1641  PID         -  GD1641
 GD1641  STATE/COUNTY-  TN/DYER
 GD1641  USGS QUAD   -  NEWBERN (1983)
 GD1641
 GD1641                         *CURRENT SURVEY CONTROL
 GD1641  ___________________________________________________________________
 GD1641* NAD 83(1995)-  36 01 48.60494(N)    089 22 26.22657(W)     ADJUSTED  
 GD1641* NAVD 88     -                                                        
 GD1641  ___________________________________________________________________
 GD1641  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GD1641  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1641
 GD1641  HORZ ORDER  -  THIRD
 GD1641
 GD1641.The horizontal coordinates were established by classical geodetic methods
 GD1641.and adjusted by the National Geodetic Survey in April 1999..
 GD1641
 GD1641
 GD1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1641
 GD1641.The geoid height was determined by GEOID03.
 GD1641
 GD1641;                    North         East     Units Scale Factor Converg.
 GD1641;SPC TN       -   193,503.668   295,982.111   MT  0.99995424   -1 58 30.9
 GD1641;SPC TN       -   634,853.28    971,067.98   sFT  0.99995424   -1 58 30.9
 GD1641;UTM  16      - 3,989,901.893   286,103.871   MT  1.00016377   -1 23 48.9
 GD1641
 GD1641                          SUPERSEDED SURVEY CONTROL
 GD1641
 GD1641  NAD 83(1995)-  36 01 48.60862(N)    089 22 26.22747(W) AD(       ) 4
 GD1641  NAD 83(1995)-  36 01 48.60849(N)    089 22 26.22739(W) AD(       ) 4
 GD1641  NAD 83(1986)-  36 01 48.61625(N)    089 22 26.22650(W) AD(       ) 4
 GD1641  NAD 27      -  36 01 48.36000(N)    089 22 25.96900(W) AD(       ) 3
 GD1641
 GD1641.Superseded values are not recommended for survey control.
 GD1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1641.See file dsdata.txt to determine how the superseded data were derived.
 GD1641
 GD1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8610489902(NAD 83)
 GD1641_MARKER: 53 = ELEVATED TANK
 GD1641
 GD1641  HISTORY     - Date     Condition        Report By
 GD1641  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1641  HISTORY     - 1967     GOOD             CGS
 GD1641
 GD1641                          STATION DESCRIPTION
 GD1641
 GD1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1641'THE STATION IS THE FINIAL ATOP THE WATER TANK.  IT IS A FOUR LEGGED,
 GD1641'SILVER COLORED TANK AND IS ABOUT 128 FEET HIGH.  IT IS LOCATED AT
 GD1641'THE REAR OF THE PLANT WHICH IS AT 1009 EAST COURT STREET.
 GD1641
 GD1641                          STATION RECOVERY (1967)
 GD1641
 GD1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1641'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1641'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1641'DESCRIPTION.
 GD1641'
 GD1641'THE STATION IS LOCATED AT THE SITE OF THE FEDERAL COMPRESS AND
 GD1641'WAREHOUSE COMPLEX AT 1009 EAST COURT STREET IN DYERSBURG, 149 FEET
 GD1641'NORTH OF THE NORTH END OF A MASSIVE CONCRETE LOADING DOCK BETWEEN
 GD1641'THE WAREHOUSES, 51.5 FEET WEST OF THE CENTER OF THE DOOR LEADING
 GD1641'INTO WAREHOUSE NO. 8 AND 48 FEET EAST OF THE WEST WALL OF
 GD1641'BUILDING NO. 2.
 GD1641'
 GD1641'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 GD1641'WHICH HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX OF THE ROOF,
 GD1641'THE ENTIRE STRUCTURE IS PAINTED SILVER WITH THE LEGEND FEDERAL
 GD1641'COMPRESS PAINTED IN BLACK ON THE WEST SIDE OF THE TANK, AND HAS
 GD1641'AN OVER-ALL HEIGHT OF 128 FEET.
 GD1641'
 GD1641'THE POINT OBSERVED UPON WAS THE BALL FINIAL AT THE APEX OF THE
 GD1641'ROOF.
 GD1641'
 GD1641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1651 ***********************************************************************
 GD1651  DESIGNATION -  DYERSBURG MUNICIPAL STANDPIPE
 GD1651  PID         -  GD1651
 GD1651  STATE/COUNTY-  TN/DYER
 GD1651  USGS QUAD   -  DYERSBURG (1983)
 GD1651
 GD1651                         *CURRENT SURVEY CONTROL
 GD1651  ___________________________________________________________________
 GD1651* NAD 83(1995)-  36 02 23.07179(N)    089 22 59.45777(W)     ADJUSTED  
 GD1651* NAVD 88     -                                                        
 GD1651  ___________________________________________________________________
 GD1651  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GD1651  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1651
 GD1651  HORZ ORDER  -  THIRD
 GD1651
 GD1651.The horizontal coordinates were established by classical geodetic methods
 GD1651.and adjusted by the National Geodetic Survey in April 1999..
 GD1651
 GD1651
 GD1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1651
 GD1651.The geoid height was determined by GEOID03.
 GD1651
 GD1651;                    North         East     Units Scale Factor Converg.
 GD1651;SPC TN       -   194,594.041   295,187.386   MT  0.99995482   -1 58 50.3
 GD1651;SPC TN       -   638,430.62    968,460.62   sFT  0.99995482   -1 58 50.3
 GD1651;UTM  16      - 3,990,984.420   285,298.013   MT  1.00016803   -1 24 09.6
 GD1651
 GD1651                          SUPERSEDED SURVEY CONTROL
 GD1651
 GD1651  NAD 83(1995)-  36 02 23.07536(N)    089 22 59.45858(W) AD(       ) 4
 GD1651  NAD 83(1995)-  36 02 23.07522(N)    089 22 59.45845(W) AD(       ) 4
 GD1651  NAD 83(1986)-  36 02 23.08313(N)    089 22 59.45772(W) AD(       ) 4
 GD1651  NAD 27      -  36 02 22.82800(N)    089 22 59.19900(W) AD(       ) 3
 GD1651
 GD1651.Superseded values are not recommended for survey control.
 GD1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1651.See file dsdata.txt to determine how the superseded data were derived.
 GD1651
 GD1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8529890984(NAD 83)
 GD1651_MARKER: 52 = STANDPIPE TANK
 GD1651
 GD1651  HISTORY     - Date     Condition        Report By
 GD1651  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1651  HISTORY     - 1967     GOOD             CGS
 GD1651
 GD1651                          STATION DESCRIPTION
 GD1651
 GD1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1651'THE STATION IS THE CENTER OF THE FINIAL ATOP THE STANDPIPE.  IT IS A
 GD1651'LARGE GREEN STANDPIPE LOCATED ON GORDON STREET AT THE SOUTHERN END
 GD1651'OF SUNNYBRAO AVENUE.  THE STANDPIPE IS 80 FEET TALL.
 GD1651
 GD1651                          STATION RECOVERY (1967)
 GD1651
 GD1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1651'THIS STATION WAS RECOVERED AS DESCRIBED.
 GD1651'
 GD1651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1642 ***********************************************************************
 GD1642  DESIGNATION -  DYERSBURG RAD STA KIA 385 MAST
 GD1642  PID         -  GD1642
 GD1642  STATE/COUNTY-  TN/DYER
 GD1642  USGS QUAD   -  NEWBERN (1983)
 GD1642
 GD1642                         *CURRENT SURVEY CONTROL
 GD1642  ___________________________________________________________________
 GD1642* NAD 83(1995)-  36 02 44.75268(N)    089 22 06.04835(W)     ADJUSTED  
 GD1642* NAVD 88     -                                                        
 GD1642  ___________________________________________________________________
 GD1642  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1642  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1642
 GD1642  HORZ ORDER  -  THIRD
 GD1642
 GD1642.The horizontal coordinates were established by classical geodetic methods
 GD1642.and adjusted by the National Geodetic Survey in April 1999..
 GD1642
 GD1642
 GD1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1642
 GD1642.The geoid height was determined by GEOID03.
 GD1642
 GD1642;                    North         East     Units Scale Factor Converg.
 GD1642;SPC TN       -   195,215.761   296,546.516   MT  0.99995520   -1 58 19.1
 GD1642;SPC TN       -   640,470.38    972,919.69   sFT  0.99995520   -1 58 19.1
 GD1642;UTM  16      - 3,991,619.950   286,651.087   MT  1.00016089   -1 23 38.9
 GD1642
 GD1642                          SUPERSEDED SURVEY CONTROL
 GD1642
 GD1642  NAD 83(1995)-  36 02 44.75608(N)    089 22 06.04905(W) AD(       ) 4
 GD1642  NAD 83(1995)-  36 02 44.75594(N)    089 22 06.04922(W) AD(       ) 4
 GD1642  NAD 83(1986)-  36 02 44.76398(N)    089 22 06.04829(W) AD(       ) 4
 GD1642  NAD 27      -  36 02 44.50600(N)    089 22 05.79200(W) AD(       ) 3
 GD1642
 GD1642.Superseded values are not recommended for survey control.
 GD1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1642.See file dsdata.txt to determine how the superseded data were derived.
 GD1642
 GD1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8665191620(NAD 83)
 GD1642_MARKER: 42 = RADIO/TV MAST
 GD1642
 GD1642  HISTORY     - Date     Condition        Report By
 GD1642  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1642  HISTORY     - 1967     GOOD             CGS
 GD1642
 GD1642                          STATION DESCRIPTION
 GD1642
 GD1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1642'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  THE MAST IS
 GD1642'SUPPORTED BY GUY WIRES AND IS PAINTED IN ALTERNATE SECTIONS OF RED
 GD1642'AND WHITE.  IT IS 225 FEET HIGH.  IT IS LOCATED IN THE SOUTHERN
 GD1642'SECTION OF THE FAIRGROUNDS AND IS OWNED AND OPERATED BY THE CITY
 GD1642'OF DYERSBURG.
 GD1642
 GD1642                          STATION RECOVERY (1967)
 GD1642
 GD1642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1642'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1642'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1642'DESCRIPTION.
 GD1642'
 GD1642'THE STATION IS LOCATED AT THE DYER COUNTY FAIRGROUNDS ABOUT 0.2 OF
 GD1642'A MILE SOUTHEAST OF U. S. HIGHWAY 51N IN THE NORTHEAST CORNER OF
 GD1642'DYERSBURG, 182 FEET NORTH OF THE NORTH WALL OF THE BASEBALL
 GD1642'DIAMOND, 49 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GD1642'CONCRETE BLOCK BLEACHERS OF THE RODEO AREA, AND IN A SMALL FENCED
 GD1642'AREA FORMED BY AN L AT THE SOUTHEAST CORNER OF TWO SMALL
 GD1642'BUILDINGS.
 GD1642'
 GD1642'IT IS A STEEL TRUSS-WORK STRUCTURE SUPPORTED BY NUMEROUS GUY
 GD1642'CABLES, IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE
 GD1642'AND WHITE AND HAS AN OVER-ALL HEIGHT OF 225 FEET.
 GD1642'
 GD1642'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE MAST PROPER.
 GD1642'
 GD1642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1643 ***********************************************************************
 GD1643  DESIGNATION -  DYERSBURG RADIO STA WDSG MAST
 GD1643  PID         -  GD1643
 GD1643  STATE/COUNTY-  TN/DYER
 GD1643  USGS QUAD   -  NEWBERN (1983)
 GD1643
 GD1643                         *CURRENT SURVEY CONTROL
 GD1643  ___________________________________________________________________
 GD1643* NAD 83(1995)-  36 03 01.94940(N)    089 22 07.04678(W)     ADJUSTED  
 GD1643* NAVD 88     -                                                        
 GD1643  ___________________________________________________________________
 GD1643  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GD1643  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1643
 GD1643  HORZ ORDER  -  THIRD
 GD1643
 GD1643.The horizontal coordinates were established by classical geodetic methods
 GD1643.and adjusted by the National Geodetic Survey in April 1999..
 GD1643
 GD1643
 GD1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1643
 GD1643.The geoid height was determined by GEOID03.
 GD1643
 GD1643;                    North         East     Units Scale Factor Converg.
 GD1643;SPC TN       -   195,746.324   296,539.780   MT  0.99995551   -1 58 19.7
 GD1643;SPC TN       -   642,211.06    972,897.59   sFT  0.99995551   -1 58 19.7
 GD1643;UTM  16      - 3,992,150.527   286,638.999   MT  1.00016095   -1 23 40.0
 GD1643
 GD1643                          SUPERSEDED SURVEY CONTROL
 GD1643
 GD1643  NAD 83(1995)-  36 03 01.95281(N)    089 22 07.04744(W) AD(       ) 4
 GD1643  NAD 83(1995)-  36 03 01.95259(N)    089 22 07.04769(W) AD(       ) 4
 GD1643  NAD 83(1986)-  36 03 01.96070(N)    089 22 07.04673(W) AD(       ) 4
 GD1643  NAD 27      -  36 03 01.70300(N)    089 22 06.79100(W) AD(       ) 3
 GD1643
 GD1643.Superseded values are not recommended for survey control.
 GD1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1643.See file dsdata.txt to determine how the superseded data were derived.
 GD1643
 GD1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8663992151(NAD 83)
 GD1643_MARKER: 42 = RADIO/TV MAST
 GD1643
 GD1643  HISTORY     - Date     Condition        Report By
 GD1643  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1643  HISTORY     - 1967     GOOD             CGS
 GD1643
 GD1643                          STATION DESCRIPTION
 GD1643
 GD1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1643'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A GUYED, RED
 GD1643'AND WHITE IN ALTERNATE SECTIONS, MAST AND IS 175 FEET HIGH.  IT IS
 GD1643'LOCATED AT THE NORTHEAST EDGE OF TOWN ON THE NORTHWEST SIDE OF U.S.
 GD1643'HIGHWAY 51.
 GD1643
 GD1643                          STATION RECOVERY (1967)
 GD1643
 GD1643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1643'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1643'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1643'DESCRIPTION.
 GD1643'
 GD1643'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF DYERSBURG IN A
 GD1643'VACANT LOT ABOUT 200 FEET NORTHWEST OF JONES BROS.  TRACTOR
 GD1643'COMPANY ON U. S. HIGHWAY 51N.
 GD1643'
 GD1643'IT IS A STEEL TRUSS-WORK STRUCTURE SUPPORTED BY NUMEROUS GUY CABLES,
 GD1643'IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND WHITE
 GD1643'AND HAS AN OVER-ALL HEIGHT OF 175 FEET.
 GD1643'
 GD1643'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE MAST PROPER.
 GD1643'
 GD1643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1652 ***********************************************************************
 GD1652  DESIGNATION -  DYERSBURG RADIO STA WTRO MAST
 GD1652  PID         -  GD1652
 GD1652  STATE/COUNTY-  TN/DYER
 GD1652  USGS QUAD   -  DYERSBURG (1983)
 GD1652
 GD1652                         *CURRENT SURVEY CONTROL
 GD1652  ___________________________________________________________________
 GD1652* NAD 83(1995)-  36 04 15.10641(N)    089 23 52.47568(W)     ADJUSTED  
 GD1652* NAVD 88     -                                                        
 GD1652  ___________________________________________________________________
 GD1652  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1652  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1652
 GD1652  HORZ ORDER  -  THIRD
 GD1652
 GD1652.The horizontal coordinates were established by classical geodetic methods
 GD1652.and adjusted by the National Geodetic Survey in April 1999..
 GD1652
 GD1652
 GD1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1652
 GD1652.The geoid height was determined by GEOID03.
 GD1652
 GD1652;                    North         East     Units Scale Factor Converg.
 GD1652;SPC TN       -   198,090.932   293,980.912   MT  0.99995691   -1 59 21.4
 GD1652;SPC TN       -   649,903.33    964,502.38   sFT  0.99995691   -1 59 21.4
 GD1652;UTM  16      - 3,994,469.726   284,056.092   MT  1.00017462   -1 24 44.6
 GD1652
 GD1652                          SUPERSEDED SURVEY CONTROL
 GD1652
 GD1652  NAD 83(1995)-  36 04 15.10938(N)    089 23 52.47630(W) AD(       ) 4
 GD1652  NAD 83(1995)-  36 04 15.10915(N)    089 23 52.47606(W) AD(       ) 4
 GD1652  NAD 83(1986)-  36 04 15.11762(N)    089 23 52.47555(W) AD(       ) 4
 GD1652  NAD 27      -  36 04 14.86200(N)    089 23 52.21400(W) AD(       ) 3
 GD1652
 GD1652.Superseded values are not recommended for survey control.
 GD1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1652.See file dsdata.txt to determine how the superseded data were derived.
 GD1652
 GD1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8405694470(NAD 83)
 GD1652_MARKER: 42 = RADIO/TV MAST
 GD1652
 GD1652  HISTORY     - Date     Condition        Report By
 GD1652  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1652  HISTORY     - 1967     GOOD             CGS
 GD1652
 GD1652                          STATION DESCRIPTION
 GD1652
 GD1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1652'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS PAINTED IN
 GD1652'ALTERNATE SECTIONS OF RED AND WHITE.  IT IS SUPPORTED BY GUY WIRES
 GD1652'AND IS 200 FEET HIGH.
 GD1652'
 GD1652'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 78 AND
 GD1652'U.S. HIGHWAY 51 BYPASS, GO NORTH ON HIGHWAY 78 FOR 0.85 MILE TO THE
 GD1652'MAST ON THE LEFT.
 GD1652
 GD1652                          STATION RECOVERY (1967)
 GD1652
 GD1652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1652'THE STATION WAS RECOVERED AS DESCRIBED.
 GD1652'
 GD1652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 GD1652'NORTH OF DYERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1115 ***********************************************************************
 GD1115  DESIGNATION -  DYERSBURG RM 1
 GD1115  PID         -  GD1115
 GD1115  STATE/COUNTY-  TN/DYER
 GD1115  USGS QUAD   -  DYERSBURG (1983)
 GD1115
 GD1115                         *CURRENT SURVEY CONTROL
 GD1115  ___________________________________________________________________
 GD1115* NAD 83(1986)-  36 02 53.     (N)    089 23 31.     (W)     SCALED    
 GD1115* NAVD 88     -       116.906  (meters)     383.55   (feet)  ADJUSTED  
 GD1115  ___________________________________________________________________
 GD1115  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1115  DYNAMIC HT  -         116.807 (meters)     383.22  (feet)  COMP
 GD1115  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GD1115
 GD1115  VERT ORDER  -  FIRST     CLASS I
 GD1115
 GD1115.The horizontal coordinates were scaled from a topographic map and have
 GD1115.an estimated accuracy of +/- 6 seconds.
 GD1115
 GD1115.The orthometric height was determined by differential leveling
 GD1115.and adjusted by the National Geodetic Survey in June 1991..
 GD1115
 GD1115.The geoid height was determined by GEOID03.
 GD1115
 GD1115.The dynamic height is computed by dividing the NAVD 88
 GD1115.geopotential number by the normal gravity value computed on the
 GD1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1115.degrees latitude (g = 980.6199 gals.).
 GD1115
 GD1115.The modeled gravity was interpolated from observed gravity values.
 GD1115
 GD1115;                    North         East    Units  Estimated Accuracy
 GD1115;SPC TN       -   195,540.      294,430.      MT  (+/- 180 meters Scaled)
 GD1115
 GD1115                          SUPERSEDED SURVEY CONTROL
 GD1115
 GD1115  NGVD 29 (??/??/??)  116.835  (m)          383.32   (f) ADJUSTED    1 1
 GD1115
 GD1115.Superseded values are not recommended for survey control.
 GD1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1115.See file dsdata.txt to determine how the superseded data were derived.
 GD1115
 GD1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE845919(NAD 83)
 GD1115_MARKER: DR = REFERENCE MARK DISK
 GD1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1115_STAMPING: DYERSBURG NO 1 1959
 GD1115_MARK LOGO: CGS   
 GD1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1115+STABILITY: SURFACE MOTION
 GD1115
 GD1115  HISTORY     - Date     Condition        Report By
 GD1115  HISTORY     - 1959     MONUMENTED       CGS
 GD1115  HISTORY     - 1974     GOOD             NGS
 GD1115  HISTORY     - 20020730 POOR             USACE
 GD1115
 GD1115                          STATION DESCRIPTION
 GD1115
 GD1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1115'0.6 MI S FROM DYERSBURG.
 GD1115'ABOUT 0.60 MILE SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1115'WITH U.S. HIGHWAY 51 BY-PASS, AT THE CITY PARK NEAR THE OKEENA
 GD1115'SWIMMING POOL, SET IN THE Y OF STATE HIGHWAY 78 AND A PAVED ROAD (DEAD
 GD1115'END) LEADING TO PARK, ALSO USED AS A PARKING AREA FOR SWIMMING POOL,
 GD1115'89.5 FEET SOUTHEAST OF DYERSBURG TRIANGULATION STATION, 83.9 FEET EAST
 GD1115'OF RM 2, 76 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WADING POOL,
 GD1115'75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE AROUND TENNIS
 GD1115'COURT, 26.4 FEET WEST OF THE PAVED DRIVEWAY, 0.5 FOOT ABOVE HIGHWAY
 GD1115'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GD1115
 GD1115                          STATION RECOVERY (2002)
 GD1115
 GD1115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1115'MARK DESTROYED BECAUSE SITE HAS BEEN PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1114 ***********************************************************************
 GD1114  DESIGNATION -  DYERSBURG RM 2
 GD1114  PID         -  GD1114
 GD1114  STATE/COUNTY-  TN/DYER
 GD1114  USGS QUAD   -  DYERSBURG (1983)
 GD1114
 GD1114                         *CURRENT SURVEY CONTROL
 GD1114  ___________________________________________________________________
 GD1114* NAD 83(1986)-  36 02 53.     (N)    089 23 31.     (W)     SCALED    
 GD1114* NAVD 88     -       115.842  (meters)     380.06   (feet)  ADJUSTED  
 GD1114  ___________________________________________________________________
 GD1114  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1114  DYNAMIC HT  -         115.744 (meters)     379.74  (feet)  COMP
 GD1114  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GD1114
 GD1114  VERT ORDER  -  FIRST     CLASS I
 GD1114
 GD1114.The horizontal coordinates were scaled from a topographic map and have
 GD1114.an estimated accuracy of +/- 6 seconds.
 GD1114
 GD1114.The orthometric height was determined by differential leveling
 GD1114.and adjusted by the National Geodetic Survey in June 1991..
 GD1114
 GD1114.The geoid height was determined by GEOID03.
 GD1114
 GD1114.The dynamic height is computed by dividing the NAVD 88
 GD1114.geopotential number by the normal gravity value computed on the
 GD1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1114.degrees latitude (g = 980.6199 gals.).
 GD1114
 GD1114.The modeled gravity was interpolated from observed gravity values.
 GD1114
 GD1114;                    North         East    Units  Estimated Accuracy
 GD1114;SPC TN       -   195,540.      294,430.      MT  (+/- 180 meters Scaled)
 GD1114
 GD1114                          SUPERSEDED SURVEY CONTROL
 GD1114
 GD1114  NGVD 29 (??/??/??)  115.772  (m)          379.83   (f) ADJUSTED    1 1
 GD1114
 GD1114.Superseded values are not recommended for survey control.
 GD1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1114.See file dsdata.txt to determine how the superseded data were derived.
 GD1114
 GD1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE845919(NAD 83)
 GD1114_MARKER: DR = REFERENCE MARK DISK
 GD1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1114_STAMPING: DYERSBURG 1959 NO 2
 GD1114_MARK LOGO: CGS   
 GD1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1114+STABILITY: SURFACE MOTION
 GD1114
 GD1114  HISTORY     - Date     Condition        Report By
 GD1114  HISTORY     - 1959     MONUMENTED       CGS
 GD1114  HISTORY     - 1974     GOOD             NGS
 GD1114  HISTORY     - 20020730 POOR             USACE
 GD1114
 GD1114                          STATION DESCRIPTION
 GD1114
 GD1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1114'0.60 MI S FROM DYERSBURG.
 GD1114'ABOUT 0.60 MILE SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1114'WITH U.S. HIGHWAY 51 BY-PASS, AT THE CITY PARK NEAR THE OKEENA
 GD1114'SWIMMING POOL, SET IN THE Y OF STATE HIGHWAY 78 AND A PAVED ROAD (DEAD
 GD1114'END) LEADING TO PARK, ALSO USED AS A PARKING AREA FOR SWIMMING POOL,
 GD1114'300 FEET NORTH-NORTHWEST OF DYERSBURG NO 3, 93.9 FEET SOUTHWEST OF
 GD1114'TRIANGULATION STATION MARK, 83.9 FEET WEST OF RM 1, 55.6 FEET WEST OF
 GD1114'THE PAVED DRIVEWAY, 33.4 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 GD1114'78, 19 FEET SOUTH OF A POWER POLE WITH TRANSFORMER, ABOUT LEVEL WITH
 GD1114'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GD1114
 GD1114                          STATION RECOVERY (2002)
 GD1114
 GD1114'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1114'MARK DESTROYED DUE TO NEW HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9837 ***********************************************************************
 AI9837  SACS        -  This is a Secondary Airport Control Station.
 AI9837  DESIGNATION -  DYR A
 AI9837  PID         -  AI9837
 AI9837  STATE/COUNTY-  TN/DYER
 AI9837  USGS QUAD   -  FOWLKES (1983)
 AI9837
 AI9837                         *CURRENT SURVEY CONTROL
 AI9837  ___________________________________________________________________
 AI9837* NAD 83(1995)-  35 59 28.40779(N)    089 24 42.73515(W)     ADJUSTED  
 AI9837* NAVD 88     -        90.06   (meters)     295.5    (feet)  GPS OBS   
 AI9837  ___________________________________________________________________
 AI9837  X           -      53,033.348 (meters)                     COMP
 AI9837  Y           -  -5,166,348.980 (meters)                     COMP
 AI9837  Z           -   3,727,440.260 (meters)                     COMP
 AI9837  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AI9837  ELLIP HEIGHT-          61.93  (meters)          (02/20/01) GPS OBS
 AI9837  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AI9837
 AI9837  HORZ ORDER  -  FIRST
 AI9837  ELLP ORDER  -  SECOND    CLASS I
 AI9837
 AI9837.This mark is at Dyersburg Airport (DYR)
 AI9837
 AI9837.The horizontal coordinates were established by GPS observations
 AI9837.and adjusted by the National Geodetic Survey in February 2001..
 AI9837
 AI9837.The orthometric height was determined by GPS observations and a
 AI9837.high-resolution geoid model.
 AI9837
 AI9837.GPS derived orthometric heights for airport stations designated as
 AI9837.PACS or SACS are published to 2 decimal places.  This maintains
 AI9837.centimeter relative accuracy between the PACS and SACS.  It does
 AI9837.not indicate centimeter accuracy relative to other marks which are
 AI9837.part of the NAVD 88 network.
 AI9837
 AI9837.Photographs are available for this station.
 AI9837
 AI9837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9837
 AI9837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9837
 AI9837.The ellipsoidal height was determined by GPS observations
 AI9837.and is referenced to NAD 83.
 AI9837
 AI9837.The geoid height was determined by GEOID03.
 AI9837
 AI9837;                    North         East     Units Scale Factor Converg.
 AI9837;SPC TN       -   189,303.793   292,416.096   MT  0.99995215   -1 59 50.8
 AI9837;SPC TN       -   621,074.19    959,368.47   sFT  0.99995215   -1 59 50.8
 AI9837;UTM  16      - 3,985,665.270   282,579.698   MT  1.00018251   -1 25 04.5
 AI9837
 AI9837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9837!SPC TN       -   0.99999028  x   0.99995215  =   0.99994243
 AI9837!UTM  16      -   0.99999028  x   1.00018251  =   1.00017279
 AI9837
 AI9837                          SUPERSEDED SURVEY CONTROL
 AI9837
 AI9837.No superseded survey control is available for this station.
 AI9837
 AI9837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8258085665(NAD 83)
 AI9837_MARKER: DD = SURVEY DISK
 AI9837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9837_STAMPING: DYR A 1996
 AI9837_MARK LOGO: NGS   
 AI9837_PROJECTION: FLUSH
 AI9837_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9837+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9837_ROD/PIPE-DEPTH: 1    meters
 AI9837
 AI9837  HISTORY     - Date     Condition        Report By
 AI9837  HISTORY     - 1996     MONUMENTED       LOWE
 AI9837
 AI9837                          STATION DESCRIPTION
 AI9837
 AI9837'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9837'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF DYERSBURG AT
 AI9837'THE DYERSBURG MUNICIPAL AIRPORT. DYERSBURG MUNICIPAL AIRPORT
 AI9837'IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH
 AI9837'THE AIRPORT MANAGER, JERRIE DAVIS, TELEPHONE NUMBER 901-286-2233,
 AI9837'BEFORE ENTERING THE FIELD.
 AI9837' 
 AI9837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 BYPASS
 AI9837'AND U.S. HIGHWAY 51 BUSINESS ROUTE, GO SOUTH ON U.S. HIGHWAY 51 0.5
 AI9837'KM (0.30 MI) TO THE AIRPORT ENTRANCE DRIVE ON THE RIGHT. TURN RIGHT
 AI9837'AND GO WEST 0.56 KM (0.35 MI) ON THE ENTRANCE DRIVE TO THE AIRPORT
 AI9837'OFFICE AND GATE. PASS THROUGH THE GATE AND GO WESTERLY 0.2 KM (0.1
 AI9837'MI) ALONG THE APRON TO THE TAXIWAY. TURN LEFT AND GO
 AI9837'SOUTHWESTERLY 1.13 KM (0.70 MI) ON THE TAXIWAY TO THE END OF THE
 AI9837'PAVEMENT AND THE STATION ON THE TOP OF A BANK.
 AI9837' 
 AI9837'THE STATION IS THE CENTER OF A NGS SURVEY DISK SET INTO THE TOP OF
 AI9837'A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE
 AI9837'WITH A
 AI9837'NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9837'ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AI9837'EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS 82.3 M (270.0 FT)
 AI9837'SOUTHEAST FROM THE CENTERLINE OF THE RUNWAY EXTENDED, 31.5 M
 AI9837'(103.3 FT) NORTHEAST FROM THE SOUTH AIRPORT PROPERTY LINE, 30.4 M
 AI9837'(99.7 FT) SOUTHWEST FROM THE SOUTHEAST EDGE OF THE TAXIWAY. THIS
 AI9837'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9837' 
 AI9837' 
 AI9837'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0853 ***********************************************************************
 FD0853  DESIGNATION -  E 10
 FD0853  PID         -  FD0853
 FD0853  STATE/COUNTY-  TN/LAWRENCE
 FD0853  USGS QUAD   -  LORETTO (1976)
 FD0853
 FD0853                         *CURRENT SURVEY CONTROL
 FD0853  ___________________________________________________________________
 FD0853* NAD 83(1986)-  35 04 42.     (N)    087 26 13.     (W)     SCALED    
 FD0853* NAVD 88     -       253.931  (meters)     833.11   (feet)  ADJUSTED  
 FD0853  ___________________________________________________________________
 FD0853  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FD0853  DYNAMIC HT  -         253.688 (meters)     832.31  (feet)  COMP
 FD0853  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 FD0853
 FD0853  VERT ORDER  -  FIRST     CLASS II
 FD0853
 FD0853.The horizontal coordinates were scaled from a topographic map and have
 FD0853.an estimated accuracy of +/- 6 seconds.
 FD0853
 FD0853.The orthometric height was determined by differential leveling
 FD0853.and adjusted by the National Geodetic Survey in June 1991..
 FD0853
 FD0853.The geoid height was determined by GEOID03.
 FD0853
 FD0853.The dynamic height is computed by dividing the NAVD 88
 FD0853.geopotential number by the normal gravity value computed on the
 FD0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0853.degrees latitude (g = 980.6199 gals.).
 FD0853
 FD0853.The modeled gravity was interpolated from observed gravity values.
 FD0853
 FD0853;                    North         East    Units  Estimated Accuracy
 FD0853;SPC TN       -    83,620.      468,950.      MT  (+/- 180 meters Scaled)
 FD0853
 FD0853                          SUPERSEDED SURVEY CONTROL
 FD0853
 FD0853  NGVD 29 (??/??/92)  253.895  (m)          832.99   (f) ADJ UNCH    1 2
 FD0853
 FD0853.Superseded values are not recommended for survey control.
 FD0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0853.See file dsdata.txt to determine how the superseded data were derived.
 FD0853
 FD0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD601818(NAD 83)
 FD0853_MARKER: DB = BENCH MARK DISK
 FD0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0853_STAMPING: E 10 1931
 FD0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0853+STABILITY: SURFACE MOTION
 FD0853
 FD0853  HISTORY     - Date     Condition        Report By
 FD0853  HISTORY     - 1931     MONUMENTED       CGS
 FD0853  HISTORY     - 1962     GOOD             NGS
 FD0853  HISTORY     - 1972     GOOD             TVA
 FD0853  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0853
 FD0853                          STATION DESCRIPTION
 FD0853
 FD0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0853'AT LORETTO.
 FD0853'AT LORETTO, LAWRENCE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0853'RAILROAD, NEAR THE STREET CROSSING NORTH OF THE STATION, 27 FEET
 FD0853'SOUTH OF THE CENTERLINE OF THE STREET, 42 FEET EAST OF THE
 FD0853'EAST RAIL, 4.8 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND
 FD0853'2 FEET NORTH OF A STEEL POST, AND SET IN THE TOP OF A CONCRETE
 FD0853'POST.  NOTE-- 75.5 FEET NW OF SW CORNER OF POST OFFICE.
 FD0853
 FD0853                          STATION RECOVERY (1972)
 FD0853
 FD0853'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0853'RECOVERED IN GOOD CONDITION.
 FD0853
 FD0853                          STATION RECOVERY (1983)
 FD0853
 FD0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0853'NOT RECOVERED, PROBABLY TAKEN OUT WHEN NEW POST OFFICE WAS BUILT AND
 FD0853'THE RAILROAD STATION WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0877 ***********************************************************************
 GA0877  DESIGNATION -  E 100
 GA0877  PID         -  GA0877
 GA0877  STATE/COUNTY-  TN/GREENE
 GA0877  USGS QUAD   -  MOSHEIM (1971)
 GA0877
 GA0877                         *CURRENT SURVEY CONTROL
 GA0877  ___________________________________________________________________
 GA0877* NAD 83(1986)-  36 14 36.     (N)    082 53 58.     (W)     SCALED    
 GA0877* NAVD 88     -       357.446  (meters)    1172.72   (feet)  ADJUSTED  
 GA0877  ___________________________________________________________________
 GA0877  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0877  DYNAMIC HT  -         357.113 (meters)    1171.63  (feet)  COMP
 GA0877  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA0877
 GA0877  VERT ORDER  -  SECOND    CLASS 0
 GA0877
 GA0877.The horizontal coordinates were scaled from a topographic map and have
 GA0877.an estimated accuracy of +/- 6 seconds.
 GA0877
 GA0877.The orthometric height was determined by differential leveling
 GA0877.and adjusted by the National Geodetic Survey in June 1991..
 GA0877
 GA0877.The geoid height was determined by GEOID03.
 GA0877
 GA0877.The dynamic height is computed by dividing the NAVD 88
 GA0877.geopotential number by the normal gravity value computed on the
 GA0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0877.degrees latitude (g = 980.6199 gals.).
 GA0877
 GA0877.The modeled gravity was interpolated from observed gravity values.
 GA0877
 GA0877;                    North         East    Units  Estimated Accuracy
 GA0877;SPC TN       -   216,330.      878,640.      MT  (+/- 180 meters Scaled)
 GA0877
 GA0877                          SUPERSEDED SURVEY CONTROL
 GA0877
 GA0877  NGVD 29 (??/??/92)  357.588  (m)         1173.19   (f) ADJ UNCH    2 0
 GA0877
 GA0877.Superseded values are not recommended for survey control.
 GA0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0877.See file dsdata.txt to determine how the superseded data were derived.
 GA0877
 GA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA293126(NAD 83)
 GA0877_MARKER: DB = BENCH MARK DISK
 GA0877_SETTING: 66 = SET IN ROCK OUTCROP
 GA0877_SP_SET: ROCK OUTCROP
 GA0877_STAMPING: E 100 1935
 GA0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0877+STABILITY: POSITION/ELEVATION WELL
 GA0877
 GA0877  HISTORY     - Date     Condition        Report By
 GA0877  HISTORY     - 1935     MONUMENTED       CGS
 GA0877  HISTORY     - 1950     GOOD             TVA
 GA0877
 GA0877                          STATION DESCRIPTION
 GA0877
 GA0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0877'0.5 MI NE FROM ALBANY.
 GA0877'1/2 MILE NORTHEAST ALONG THE LOCUST SPRING ROAD FROM THE
 GA0877'INTERSECTION OF STATE HIGHWAY 70 AT ALBANY, GREENE COUNTY, 45
 GA0877'YARDS SOUTH OF THE SOUTHEAST CORNER OF A BARN, 42 FEET NORTH OF
 GA0877'THE CENTERLINE OF THE ROAD, 50 FEET SOUTHWEST OF A CHESTNUT
 GA0877'OAK TREE, IN THE TOP OF A ROCK OUTCROP, 4 INCHES HIGHER THAN
 GA0877'THE ROAD, 142 FEET SOUTH OF SOUTHEAST CORNER OF UNPAINTED BARN,
 GA0877'39 FEET NORTH OF THE HIGHWAY AND 8.1 FEET NORTH NORTHEAST OF
 GA0877'STEEL WITNESS POST.  A STANDARD DISK, STAMPED E 100 1935.
 GA0877
 GA0877                          STATION RECOVERY (1950)
 GA0877
 GA0877'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0465 ***********************************************************************
 GA0465  DESIGNATION -  E 101
 GA0465  PID         -  GA0465
 GA0465  STATE/COUNTY-  TN/CARTER
 GA0465  USGS QUAD   -  ELIZABETHTON (1968)
 GA0465
 GA0465                         *CURRENT SURVEY CONTROL
 GA0465  ___________________________________________________________________
 GA0465* NAD 83(1986)-  36 21 34.     (N)    082 13 29.     (W)     SCALED    
 GA0465* NAVD 88     -       464.149  (meters)    1522.80   (feet)  ADJUSTED  
 GA0465  ___________________________________________________________________
 GA0465  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0465  DYNAMIC HT  -         463.708 (meters)    1521.35  (feet)  COMP
 GA0465  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 GA0465
 GA0465  VERT ORDER  -  SECOND    CLASS 0
 GA0465
 GA0465.The horizontal coordinates were scaled from a topographic map and have
 GA0465.an estimated accuracy of +/- 6 seconds.
 GA0465
 GA0465.The orthometric height was determined by differential leveling
 GA0465.and adjusted by the National Geodetic Survey in June 1991..
 GA0465
 GA0465.The geoid height was determined by GEOID03.
 GA0465
 GA0465.The dynamic height is computed by dividing the NAVD 88
 GA0465.geopotential number by the normal gravity value computed on the
 GA0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0465.degrees latitude (g = 980.6199 gals.).
 GA0465
 GA0465.The modeled gravity was interpolated from observed gravity values.
 GA0465
 GA0465;                    North         East    Units  Estimated Accuracy
 GA0465;SPC TN       -   231,330.      938,750.      MT  (+/- 180 meters Scaled)
 GA0465
 GA0465                          SUPERSEDED SURVEY CONTROL
 GA0465
 GA0465  NGVD 29 (??/??/92)  464.294  (m)         1523.27   (f) ADJ UNCH    2 0
 GA0465
 GA0465.Superseded values are not recommended for survey control.
 GA0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0465.See file dsdata.txt to determine how the superseded data were derived.
 GA0465
 GA0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA901245(NAD 83)
 GA0465_MARKER: DB = BENCH MARK DISK
 GA0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0465_STAMPING: E 101 1935
 GA0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0465+STABILITY: SURFACE MOTION
 GA0465
 GA0465  HISTORY     - Date     Condition        Report By
 GA0465  HISTORY     - 1935     MONUMENTED       CGS
 GA0465  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0465
 GA0465                          STATION DESCRIPTION
 GA0465
 GA0465'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0465'0.9 MI NW FROM ELIZABETHTON.
 GA0465'0.9 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0465'AT ELIZABETHTON, CARTER COUNTY, 60 YARDS SOUTH OF THE SOUTH END
 GA0465'OF BRIDGE 918 T, AT A ROAD CROSSING, 41 FEET SOUTH OF THE CENTERLINE
 GA0465'OF THE ROAD, 18.9 FEET EAST OF THE EAST RAIL, AND LEVEL WITH
 GA0465'THE TRACK.  A STANDARD DISK, STAMPED E 101 1935 AND SET IN THE
 GA0465'TOP OF A CONCRETE POST.  NOTE-- RAILROAD HAS BEEN DISMANTLED,
 GA0465'WHOLE AREA HAS BEEN DEVELOPED.  ASSUMED TO BE 918T BUT BENCH MARK
 GA0465'COULD NOT BE FOUND.  BELIEVE BRICK STORE HAS BEEN BUILT OVER
 GA0465'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1405 ***********************************************************************
 GA1405  DESIGNATION -  E 102
 GA1405  PID         -  GA1405
 GA1405  STATE/COUNTY-  TN/SULLIVAN
 GA1405  USGS QUAD   -  KINGSPORT (1991)
 GA1405
 GA1405                         *CURRENT SURVEY CONTROL
 GA1405  ___________________________________________________________________
 GA1405* NAD 83(1986)-  36 30 02.     (N)    082 30 45.     (W)     SCALED    
 GA1405* NAVD 88     -       383.986  (meters)    1259.79   (feet)  ADJUSTED  
 GA1405  ___________________________________________________________________
 GA1405  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA1405  DYNAMIC HT  -         383.634 (meters)    1258.64  (feet)  COMP
 GA1405  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 GA1405
 GA1405  VERT ORDER  -  SECOND    CLASS 0
 GA1405
 GA1405.The horizontal coordinates were scaled from a topographic map and have
 GA1405.an estimated accuracy of +/- 6 seconds.
 GA1405
 GA1405.The orthometric height was determined by differential leveling
 GA1405.and adjusted by the National Geodetic Survey in June 1991..
 GA1405
 GA1405.The geoid height was determined by GEOID03.
 GA1405
 GA1405.The dynamic height is computed by dividing the NAVD 88
 GA1405.geopotential number by the normal gravity value computed on the
 GA1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1405.degrees latitude (g = 980.6199 gals.).
 GA1405
 GA1405.The modeled gravity was interpolated from observed gravity values.
 GA1405
 GA1405;                    North         East    Units  Estimated Accuracy
 GA1405;SPC TN       -   246,020.      912,390.      MT  (+/- 180 meters Scaled)
 GA1405
 GA1405                          SUPERSEDED SURVEY CONTROL
 GA1405
 GA1405  NGVD 29 (??/??/92)  384.131  (m)         1260.27   (f) ADJ UNCH    2 0
 GA1405
 GA1405.Superseded values are not recommended for survey control.
 GA1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1405.See file dsdata.txt to determine how the superseded data were derived.
 GA1405
 GA1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA645405(NAD 83)
 GA1405_MARKER: DB = BENCH MARK DISK
 GA1405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1405_SP_SET: BRIDGE
 GA1405_STAMPING: E 102 1935
 GA1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1405
 GA1405  HISTORY     - Date     Condition        Report By
 GA1405  HISTORY     - 1935     MONUMENTED       CGS
 GA1405  HISTORY     - 1951     GOOD             NGS
 GA1405
 GA1405                          STATION DESCRIPTION
 GA1405
 GA1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA1405'4.6 MI SE FROM KINGSPORT.
 GA1405'4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE
 GA1405'AT KINGSPORT, SULLIVAN COUNTY, AT A CONCRETE BRIDGE OVER HOLSTON
 GA1405'RIVER, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, 12.7 FEET
 GA1405'WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 GA1405'A STANDARD DISK, STAMPED E 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0992 ***********************************************************************
 FZ0992  DESIGNATION -  E 103
 FZ0992  PID         -  FZ0992
 FZ0992  STATE/COUNTY-  TN/JOHNSON
 FZ0992  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0992
 FZ0992                         *CURRENT SURVEY CONTROL
 FZ0992  ___________________________________________________________________
 FZ0992* NAD 83(1986)-  36 28 17.     (N)    081 48 17.     (W)     SCALED    
 FZ0992* NAVD 88     -       734.695  (meters)    2410.41   (feet)  ADJUSTED  
 FZ0992  ___________________________________________________________________
 FZ0992  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ0992  DYNAMIC HT  -         733.961 (meters)    2408.00  (feet)  COMP
 FZ0992  MODELED GRAV-     979,609.4   (mgal)                       NAVD 88
 FZ0992
 FZ0992  VERT ORDER  -  SECOND    CLASS 0
 FZ0992
 FZ0992.The horizontal coordinates were scaled from a topographic map and have
 FZ0992.an estimated accuracy of +/- 6 seconds.
 FZ0992
 FZ0992.The orthometric height was determined by differential leveling
 FZ0992.and adjusted by the National Geodetic Survey in June 1991..
 FZ0992
 FZ0992.The geoid height was determined by GEOID03.
 FZ0992
 FZ0992.The dynamic height is computed by dividing the NAVD 88
 FZ0992.geopotential number by the normal gravity value computed on the
 FZ0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0992.degrees latitude (g = 980.6199 gals.).
 FZ0992
 FZ0992.The modeled gravity was interpolated from observed gravity values.
 FZ0992
 FZ0992;                    North         East    Units  Estimated Accuracy
 FZ0992;SPC TN       -   245,280.      975,890.      MT  (+/- 180 meters Scaled)
 FZ0992
 FZ0992                          SUPERSEDED SURVEY CONTROL
 FZ0992
 FZ0992  NGVD 29 (??/??/92)  734.750  (m)         2410.59   (f) ADJ UNCH    2 0
 FZ0992
 FZ0992.Superseded values are not recommended for survey control.
 FZ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0992.See file dsdata.txt to determine how the superseded data were derived.
 FZ0992
 FZ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA279365(NAD 83)
 FZ0992_MARKER: DB = BENCH MARK DISK
 FZ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0992_STAMPING: E 103 1935
 FZ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0992+STABILITY: SURFACE MOTION
 FZ0992
 FZ0992  HISTORY     - Date     Condition        Report By
 FZ0992  HISTORY     - 1935     MONUMENTED       CGS
 FZ0992
 FZ0992                          STATION DESCRIPTION
 FZ0992
 FZ0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0992'AT MOUNTAIN CITY.
 FZ0992'AT MOUNTAIN CITY, JOHNSON COUNTY, 13 YARDS NORTH OF THE NORTH
 FZ0992'END OF THE SOUTHERN RAILWAY STATION, 47 YARDS SOUTH OF THE
 FZ0992'CENTER OF A DIRT-ROAD CROSSING, 38.5 FEET WEST OF THE WEST
 FZ0992'RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 FZ0992'DISK, STAMPED E 103 1935 AND SET IN THE TOP OF A CONCRETE
 FZ0992'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1015 ***********************************************************************
 FZ1015  DESIGNATION -  E 104
 FZ1015  PID         -  FZ1015
 FZ1015  STATE/COUNTY-  TN/JOHNSON
 FZ1015  USGS QUAD   -  ELK MILLS (1994)
 FZ1015
 FZ1015                         *CURRENT SURVEY CONTROL
 FZ1015  ___________________________________________________________________
 FZ1015* NAD 83(1986)-  36 22 13.     (N)    081 57 02.     (W)     SCALED    
 FZ1015* NAVD 88     -       587.724  (meters)    1928.22   (feet)  ADJUSTED  
 FZ1015  ___________________________________________________________________
 FZ1015  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FZ1015  DYNAMIC HT  -         587.136 (meters)    1926.30  (feet)  COMP
 FZ1015  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 FZ1015
 FZ1015  VERT ORDER  -  SECOND    CLASS 0
 FZ1015
 FZ1015.The horizontal coordinates were scaled from a topographic map and have
 FZ1015.an estimated accuracy of +/- 6 seconds.
 FZ1015
 FZ1015.The orthometric height was determined by differential leveling
 FZ1015.and adjusted by the National Geodetic Survey in June 1991..
 FZ1015
 FZ1015.The geoid height was determined by GEOID03.
 FZ1015
 FZ1015.The dynamic height is computed by dividing the NAVD 88
 FZ1015.geopotential number by the normal gravity value computed on the
 FZ1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1015.degrees latitude (g = 980.6199 gals.).
 FZ1015
 FZ1015.The modeled gravity was interpolated from observed gravity values.
 FZ1015
 FZ1015;                    North         East    Units  Estimated Accuracy
 FZ1015;SPC TN       -   233,520.      963,290.      MT  (+/- 180 meters Scaled)
 FZ1015
 FZ1015                          SUPERSEDED SURVEY CONTROL
 FZ1015
 FZ1015  NGVD 29 (??/??/92)  587.817  (m)         1928.53   (f) ADJ UNCH    2 0
 FZ1015
 FZ1015.Superseded values are not recommended for survey control.
 FZ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1015.See file dsdata.txt to determine how the superseded data were derived.
 FZ1015
 FZ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA147254(NAD 83)
 FZ1015_MARKER: DB = BENCH MARK DISK
 FZ1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1015_STAMPING: E 104 1935
 FZ1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1015+STABILITY: SURFACE MOTION
 FZ1015
 FZ1015  HISTORY     - Date     Condition        Report By
 FZ1015  HISTORY     - 1935     MONUMENTED       CGS
 FZ1015
 FZ1015                          STATION DESCRIPTION
 FZ1015
 FZ1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1015'0.8 MI SW FROM DOE STATION.
 FZ1015'0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM DOE STATION,
 FZ1015'JOHNSON COUNTY, 130 FEET WEST OF MILEPOST 114, 600 FEET SOUTHEAST
 FZ1015'OF A BARN, 450 FEET NORTHEAST OF AN OLD ONE-STORY FARMHOUSE, 425
 FZ1015'FEET SOUTHWEST OF ANOTHER BARN, 100 FEET NORTHEAST OF POWERLINE
 FZ1015'POLE 89, 60 FEET SOUTHWEST OF A POLE, ON THE SOUTHEAST SIDE OF
 FZ1015'THE TRACKS, BETWEEN THE FENCE AND THE RAILROAD, AND 2 FEET LOWER
 FZ1015'THAN THE TRACK.  A STANDARD DISK, STAMPED E 104 1935 AND SET IN
 FZ1015'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0453 ***********************************************************************
 GA0453  DESIGNATION -  E 105 RESET
 GA0453  PID         -  GA0453
 GA0453  STATE/COUNTY-  TN/CARTER
 GA0453  USGS QUAD   -  JOHNSON CITY (1968)
 GA0453
 GA0453                         *CURRENT SURVEY CONTROL
 GA0453  ___________________________________________________________________
 GA0453* NAD 83(1986)-  36 18 05.     (N)    082 17 42.     (W)     SCALED    
 GA0453* NAVD 88     -       472.76   (meters)    1551.0    (feet)  RESET     
 GA0453  ___________________________________________________________________
 GA0453  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0453
 GA0453  VERT ORDER  -  THIRD
 GA0453
 GA0453.The horizontal coordinates were scaled from a topographic map and have
 GA0453.an estimated accuracy of +/- 6 seconds.
 GA0453
 GA0453.The orthometric height was computed from unverified reset data.
 GA0453
 GA0453.The geoid height was determined by GEOID03.
 GA0453
 GA0453;                    North         East    Units  Estimated Accuracy
 GA0453;SPC TN       -   224,660.      932,700.      MT  (+/- 180 meters Scaled)
 GA0453
 GA0453                          SUPERSEDED SURVEY CONTROL
 GA0453
 GA0453.No superseded survey control is available for this station.
 GA0453
 GA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA837181(NAD 83)
 GA0453_MARKER: DB = BENCH MARK DISK
 GA0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0453_SP_SET: BUILDING
 GA0453_STAMPING: E 105 RESET 1968
 GA0453_MARK LOGO: CGS   
 GA0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0453
 GA0453  HISTORY     - Date     Condition        Report By
 GA0453  HISTORY     - 1968     MONUMENTED       CGS
 GA0453
 GA0453                          STATION DESCRIPTION
 GA0453
 GA0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GA0453'AT MILLIGAN COLLEGE.
 GA0453'THIS MARK IS AT THE MILLIGAN COLLEGE POST OFFICE NEAR THE
 GA0453'NORTHEAST CORNER OF THE COLLEGE CAMPUS AND ABOUT 105 YARDS SOUTH
 GA0453'OF THE INTERSECTION OF STATE ROUTE 67 AND OAK GROVE ROAD.  IT IS
 GA0453'43 FEET NORTHEAST OF THE APPROXIMATE CENTER OF OAK GROVE ROAD,
 GA0453'15 FEET NORTHWEST OF THE APPROXIMATE CENTER OF COLLEGE DRIVE,
 GA0453'0.7 OF A FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE
 GA0453'ENTRANCE DECK OF THE POST OFFICE, AND 0.3 OF A FOOT SOUTHWEST OF
 GA0453'THE SOUTHWEST EDGE OF THE MOST NORTHEASTERLY OF FOUR CONCRETE
 GA0453'COLUMNS.  IT IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL
 GA0453'HOLE NEAR THE SOUTHEAST EDGE OF THE CONCRETE ENTRANCE DECK OF THE
 GA0453'POST OFFICE BUILDING, AND THE DISK IS STAMPED E 105 RESET 1968.
 GA0453'DUE TO THE MARKS LOCATION, NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0896 ***********************************************************************
 GA0896  DESIGNATION -  E 107
 GA0896  PID         -  GA0896
 GA0896  STATE/COUNTY-  TN/HAWKINS
 GA0896  USGS QUAD   -  STONY POINT (1971)
 GA0896
 GA0896                         *CURRENT SURVEY CONTROL
 GA0896  ___________________________________________________________________
 GA0896* NAD 83(1986)-  36 22 31.     (N)    082 49 21.     (W)     SCALED    
 GA0896* NAVD 88     -       385.662  (meters)    1265.29   (feet)  ADJUSTED  
 GA0896  ___________________________________________________________________
 GA0896  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0896  DYNAMIC HT  -         385.309 (meters)    1264.13  (feet)  COMP
 GA0896  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 GA0896
 GA0896  VERT ORDER  -  SECOND    CLASS 0
 GA0896
 GA0896.The horizontal coordinates were scaled from a topographic map and have
 GA0896.an estimated accuracy of +/- 6 seconds.
 GA0896
 GA0896.The orthometric height was determined by differential leveling
 GA0896.and adjusted by the National Geodetic Survey in June 1991..
 GA0896
 GA0896.The geoid height was determined by GEOID03.
 GA0896
 GA0896.The dynamic height is computed by dividing the NAVD 88
 GA0896.geopotential number by the normal gravity value computed on the
 GA0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0896.degrees latitude (g = 980.6199 gals.).
 GA0896
 GA0896.The modeled gravity was interpolated from observed gravity values.
 GA0896
 GA0896;                    North         East    Units  Estimated Accuracy
 GA0896;SPC TN       -   231,180.      885,080.      MT  (+/- 180 meters Scaled)
 GA0896
 GA0896                          SUPERSEDED SURVEY CONTROL
 GA0896
 GA0896  NGVD 29 (??/??/92)  385.806  (m)         1265.77   (f) ADJ UNCH    2 0
 GA0896
 GA0896.Superseded values are not recommended for survey control.
 GA0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0896.See file dsdata.txt to determine how the superseded data were derived.
 GA0896
 GA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA365271(NAD 83)
 GA0896_MARKER: DB = BENCH MARK DISK
 GA0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0896_STAMPING: E 107 1935
 GA0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0896+STABILITY: SURFACE MOTION
 GA0896
 GA0896  HISTORY     - Date     Condition        Report By
 GA0896  HISTORY     - 1935     MONUMENTED       CGS
 GA0896  HISTORY     - 1955     POOR             NGS
 GA0896
 GA0896                          STATION DESCRIPTION
 GA0896
 GA0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0896'1 MI SW FROM VAN HILL.
 GA0896'1.0 MILE SOUTHWEST ALONG THE BAILEYTON ROAD FROM THE SCHOOL AT
 GA0896'VAN HILL, HAWKINS COUNTY, AT THE C.D. DILSON RESIDENCE, 55 YARDS
 GA0896'SOUTH OF A DRIVEWAY, 35 YARDS SOUTH OF AN OLD QUARRY, 21 FEET
 GA0896'EAST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.
 GA0896'A STANDARD DISK, STAMPED E 107 1935 AND SET IN THE TOP OF A
 GA0896'CONCRETE POST.  NOTE-- USE WITH CAUTION.  EROSION HAS LOOSENED
 GA0896'MONUMENT IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0954 ***********************************************************************
 GA0954  DESIGNATION -  E 108
 GA0954  PID         -  GA0954
 GA0954  STATE/COUNTY-  TN/WASHINGTON
 GA0954  USGS QUAD   -  LEESBURG (1971)
 GA0954
 GA0954                         *CURRENT SURVEY CONTROL
 GA0954  ___________________________________________________________________
 GA0954* NAD 83(1986)-  36 15 57.     (N)    082 35 25.     (W)     SCALED    
 GA0954* NAVD 88     -       425.754  (meters)    1396.83   (feet)  ADJUSTED  
 GA0954  ___________________________________________________________________
 GA0954  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0954  DYNAMIC HT  -         425.349 (meters)    1395.50  (feet)  COMP
 GA0954  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 GA0954
 GA0954  VERT ORDER  -  SECOND    CLASS 0
 GA0954
 GA0954.The horizontal coordinates were scaled from a topographic map and have
 GA0954.an estimated accuracy of +/- 6 seconds.
 GA0954
 GA0954.The orthometric height was determined by differential leveling
 GA0954.and adjusted by the National Geodetic Survey in June 1991..
 GA0954
 GA0954.The geoid height was determined by GEOID03.
 GA0954
 GA0954.The dynamic height is computed by dividing the NAVD 88
 GA0954.geopotential number by the normal gravity value computed on the
 GA0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0954.degrees latitude (g = 980.6199 gals.).
 GA0954
 GA0954.The modeled gravity was interpolated from observed gravity values.
 GA0954
 GA0954;                    North         East    Units  Estimated Accuracy
 GA0954;SPC TN       -   219,750.      906,330.      MT  (+/- 180 meters Scaled)
 GA0954
 GA0954                          SUPERSEDED SURVEY CONTROL
 GA0954
 GA0954  NGVD 29 (??/??/92)  425.896  (m)         1397.29   (f) ADJ UNCH    2 0
 GA0954
 GA0954.Superseded values are not recommended for survey control.
 GA0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0954.See file dsdata.txt to determine how the superseded data were derived.
 GA0954
 GA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA571146(NAD 83)
 GA0954_MARKER: DB = BENCH MARK DISK
 GA0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0954_STAMPING: E 108 1935
 GA0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0954+STABILITY: SURFACE MOTION
 GA0954
 GA0954  HISTORY     - Date     Condition        Report By
 GA0954  HISTORY     - 1935     MONUMENTED       CGS
 GA0954
 GA0954                          STATION DESCRIPTION
 GA0954
 GA0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0954'3.7 MI NE FROM LIMESTONE.
 GA0954'3.7 MILES NORTHEAST ALONG COUNTY HIGHWAY 504 FROM THE POST OFFICE
 GA0954'AT LIMESTONE, WASHINGTON COUNTY, 75 FEET NORTHWEST OF THE CENTER
 GA0954'OF A CONCRETE BRIDGE, 35 FEET SOUTHWEST OF A ROAD JUNCTION,
 GA0954'15 FEET NORTH OF THE NORTH BANK OF A CREEK, 8 FEET SOUTH OF A
 GA0954'WIRE FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0954'E 108 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0516 ***********************************************************************
 GA0516  DESIGNATION -  E 109
 GA0516  PID         -  GA0516
 GA0516  STATE/COUNTY-  TN/SULLIVAN
 GA0516  USGS QUAD   -  BOONE DAM (1968)
 GA0516
 GA0516                         *CURRENT SURVEY CONTROL
 GA0516  ___________________________________________________________________
 GA0516* NAD 83(1986)-  36 28 59.     (N)    082 23 26.     (W)     SCALED    
 GA0516* NAVD 88     -       460.015  (meters)    1509.23   (feet)  ADJUSTED  
 GA0516  ___________________________________________________________________
 GA0516  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0516  DYNAMIC HT  -         459.589 (meters)    1507.83  (feet)  COMP
 GA0516  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 GA0516
 GA0516  VERT ORDER  -  SECOND    CLASS 0
 GA0516
 GA0516.The horizontal coordinates were scaled from a topographic map and have
 GA0516.an estimated accuracy of +/- 6 seconds.
 GA0516
 GA0516.The orthometric height was determined by differential leveling
 GA0516.and adjusted by the National Geodetic Survey in June 1991..
 GA0516
 GA0516.The geoid height was determined by GEOID03.
 GA0516
 GA0516.The dynamic height is computed by dividing the NAVD 88
 GA0516.geopotential number by the normal gravity value computed on the
 GA0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0516.degrees latitude (g = 980.6199 gals.).
 GA0516
 GA0516.The modeled gravity was interpolated from observed gravity values.
 GA0516
 GA0516;                    North         East    Units  Estimated Accuracy
 GA0516;SPC TN       -   244,480.      923,380.      MT  (+/- 180 meters Scaled)
 GA0516
 GA0516                          SUPERSEDED SURVEY CONTROL
 GA0516
 GA0516  NGVD 29 (??/??/92)  460.156  (m)         1509.70   (f) ADJ UNCH    2 0
 GA0516
 GA0516.Superseded values are not recommended for survey control.
 GA0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0516.See file dsdata.txt to determine how the superseded data were derived.
 GA0516
 GA0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA754384(NAD 83)
 GA0516_MARKER: DB = BENCH MARK DISK
 GA0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0516_STAMPING: E 109 1935
 GA0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0516+STABILITY: SURFACE MOTION
 GA0516
 GA0516  HISTORY     - Date     Condition        Report By
 GA0516  HISTORY     - 1935     MONUMENTED       CGS
 GA0516
 GA0516                          STATION DESCRIPTION
 GA0516
 GA0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0516'0.6 MI E FROM HOLSTON.
 GA0516'0.6 MILE EAST ALONG THE DE VAULT BRIDGE ROAD FROM THE POST
 GA0516'OFFICE AT HOLSTON, SULLIVAN COUNTY, 11 YARDS SOUTHEAST OF A
 GA0516'ROAD JUNCTION, 18 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 GA0516'2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 109
 GA0516'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1781 ***********************************************************************
 FB1781  DESIGNATION -  E 11
 FB1781  PID         -  FB1781
 FB1781  STATE/COUNTY-  TN/BLOUNT
 FB1781  USGS QUAD   -  CALDERWOOD (1964)
 FB1781
 FB1781                         *CURRENT SURVEY CONTROL
 FB1781  ___________________________________________________________________
 FB1781* NAD 83(1986)-  35 30 12.     (N)    083 59 29.     (W)     SCALED    
 FB1781* NAVD 88     -       270.690  (meters)     888.09   (feet)  ADJUSTED  
 FB1781  ___________________________________________________________________
 FB1781  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FB1781  DYNAMIC HT  -         270.426 (meters)     887.22  (feet)  COMP
 FB1781  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 FB1781
 FB1781  VERT ORDER  -  FIRST     CLASS II
 FB1781
 FB1781.The horizontal coordinates were scaled from a topographic map and have
 FB1781.an estimated accuracy of +/- 6 seconds.
 FB1781
 FB1781.The orthometric height was determined by differential leveling
 FB1781.and adjusted by the National Geodetic Survey in June 1991..
 FB1781
 FB1781.The geoid height was determined by GEOID03.
 FB1781
 FB1781.The dynamic height is computed by dividing the NAVD 88
 FB1781.geopotential number by the normal gravity value computed on the
 FB1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1781.degrees latitude (g = 980.6199 gals.).
 FB1781
 FB1781.The modeled gravity was interpolated from observed gravity values.
 FB1781
 FB1781;                    North         East    Units  Estimated Accuracy
 FB1781;SPC TN       -   131,680.      782,210.      MT  (+/- 180 meters Scaled)
 FB1781
 FB1781                          SUPERSEDED SURVEY CONTROL
 FB1781
 FB1781  NGVD 29 (??/??/92)  270.801  (m)          888.45   (f) ADJ UNCH    1 2
 FB1781
 FB1781.Superseded values are not recommended for survey control.
 FB1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1781.See file dsdata.txt to determine how the superseded data were derived.
 FB1781
 FB1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV286329(NAD 83)
 FB1781_MARKER: DB = BENCH MARK DISK
 FB1781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1781_SP_SET: FOUNDATION
 FB1781_STAMPING: 888.643 E 11 1932
 FB1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1781
 FB1781  HISTORY     - Date     Condition        Report By
 FB1781  HISTORY     - 1932     MONUMENTED       CGS
 FB1781  HISTORY     - 1934     GOOD             NGS
 FB1781
 FB1781                          STATION DESCRIPTION
 FB1781
 FB1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1781'AT CALDERWOOD.
 FB1781'AT CALDERWOOD, BLOUNT COUNTY, ABOUT 50 YARDS SOUTH OF THE ALUMINUM
 FB1781'CO. OF AMERICA ELECTRICAL SHOP, 10 FEET EAST OF A DIRT ROAD, AND
 FB1781'IN AN ABANDONED CONCRETE MOTOR FOUNDATION.  A STANDARD DISK,
 FB1781'STAMPED 888.643 E 11 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0439 ***********************************************************************
 GA0439  DESIGNATION -  E 111
 GA0439  PID         -  GA0439
 GA0439  STATE/COUNTY-  TN/CARTER
 GA0439  USGS QUAD   -  WATAUGA DAM (1960)
 GA0439
 GA0439                         *CURRENT SURVEY CONTROL
 GA0439  ___________________________________________________________________
 GA0439* NAD 83(1986)-  36 19 54.     (N)    082 02 08.     (W)     SCALED    
 GA0439* NAVD 88     -       548.399  (meters)    1799.21   (feet)  ADJUSTED  
 GA0439  ___________________________________________________________________
 GA0439  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0439  DYNAMIC HT  -         547.843 (meters)    1797.38  (feet)  COMP
 GA0439  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 GA0439
 GA0439  VERT ORDER  -  SECOND    CLASS 0
 GA0439
 GA0439.The horizontal coordinates were scaled from a topographic map and have
 GA0439.an estimated accuracy of +/- 6 seconds.
 GA0439
 GA0439.The orthometric height was determined by differential leveling
 GA0439.and adjusted by the National Geodetic Survey in June 1991..
 GA0439
 GA0439.The geoid height was determined by GEOID03.
 GA0439
 GA0439.The dynamic height is computed by dividing the NAVD 88
 GA0439.geopotential number by the normal gravity value computed on the
 GA0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0439.degrees latitude (g = 980.6199 gals.).
 GA0439
 GA0439.The modeled gravity was interpolated from observed gravity values.
 GA0439
 GA0439;                    North         East    Units  Estimated Accuracy
 GA0439;SPC TN       -   228,930.      955,840.      MT  (+/- 180 meters Scaled)
 GA0439
 GA0439                          SUPERSEDED SURVEY CONTROL
 GA0439
 GA0439  NGVD 29 (??/??/92)  548.502  (m)         1799.54   (f) ADJ UNCH    2 0
 GA0439
 GA0439.Superseded values are not recommended for survey control.
 GA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0439.See file dsdata.txt to determine how the superseded data were derived.
 GA0439
 GA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA070212(NAD 83)
 GA0439_MARKER: DB = BENCH MARK DISK
 GA0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0439_STAMPING: E 111 1935
 GA0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0439+STABILITY: SURFACE MOTION
 GA0439
 GA0439  HISTORY     - Date     Condition        Report By
 GA0439  HISTORY     - 1935     MONUMENTED       CGS
 GA0439
 GA0439                          STATION DESCRIPTION
 GA0439
 GA0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0439'2 MI W FROM BUTLER.
 GA0439'IN CARTER COUNTY, 2.0 MILES WEST ALONG THE SOUTHERN RAILWAY FROM
 GA0439'THE STATION AT BUTLER, JOHNSON COUNTY, 0.1 MILE EAST OF A
 GA0439'DIRT-ROAD CROSSING, 46 YARDS NORTH OF THE ENTRANCE TO THE GEORGE
 GA0439'HOLLOWAY RESIDENCE, 19 FEET SOUTH OF THE SOUTH RAIL, 14 FEET
 GA0439'NORTH OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE TRACK,
 GA0439'AND 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GA0439'E 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0456 ***********************************************************************
 GA0456  DESIGNATION -  E 112
 GA0456  PID         -  GA0456
 GA0456  STATE/COUNTY-  TN/CARTER
 GA0456  USGS QUAD   -  JOHNSON CITY (1968)
 GA0456
 GA0456                         *CURRENT SURVEY CONTROL
 GA0456  ___________________________________________________________________
 GA0456* NAD 83(1986)-  36 17 58.     (N)    082 14 59.     (W)     SCALED    
 GA0456* NAVD 88     -       512.474  (meters)    1681.34   (feet)  ADJUSTED  
 GA0456  ___________________________________________________________________
 GA0456  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0456  DYNAMIC HT  -         511.981 (meters)    1679.72  (feet)  COMP
 GA0456  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 GA0456
 GA0456  VERT ORDER  -  SECOND    CLASS 0
 GA0456
 GA0456.The horizontal coordinates were scaled from a topographic map and have
 GA0456.an estimated accuracy of +/- 6 seconds.
 GA0456
 GA0456.The orthometric height was determined by differential leveling
 GA0456.and adjusted by the National Geodetic Survey in June 1991..
 GA0456
 GA0456.The geoid height was determined by GEOID03.
 GA0456
 GA0456.The dynamic height is computed by dividing the NAVD 88
 GA0456.geopotential number by the normal gravity value computed on the
 GA0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0456.degrees latitude (g = 980.6199 gals.).
 GA0456
 GA0456.The modeled gravity was interpolated from observed gravity values.
 GA0456
 GA0456;                    North         East    Units  Estimated Accuracy
 GA0456;SPC TN       -   224,590.      936,770.      MT  (+/- 180 meters Scaled)
 GA0456
 GA0456                          SUPERSEDED SURVEY CONTROL
 GA0456
 GA0456  NGVD 29 (??/??/92)  512.616  (m)         1681.81   (f) ADJ UNCH    2 0
 GA0456
 GA0456.Superseded values are not recommended for survey control.
 GA0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0456.See file dsdata.txt to determine how the superseded data were derived.
 GA0456
 GA0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA877178(NAD 83)
 GA0456_MARKER: DB = BENCH MARK DISK
 GA0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0456_STAMPING: E 112 1935
 GA0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0456+STABILITY: SURFACE MOTION
 GA0456
 GA0456  HISTORY     - Date     Condition        Report By
 GA0456  HISTORY     - 1935     MONUMENTED       CGS
 GA0456
 GA0456                          STATION DESCRIPTION
 GA0456
 GA0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0456'2.4 MI SE FROM MILLIGAN COLLEGE.
 GA0456'2.4 MILES SOUTHEAST ALONG THE OAK GROVE ROAD FROM THE COLLEGE
 GA0456'AT MILLIGAN COLLEGE, CARTER COUNTY, 0.9 MILE EAST ALONG THE
 GA0456'POWDER MILL ROAD AND THE GAP CREEK ROAD, AT THE JOHN REED
 GA0456'RESIDENCE, 4 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 11 YARDS
 GA0456'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 110 YARDS
 GA0456'SOUTHEAST OF A BARN, 10 YARDS SOUTHEAST OF AND ACROSS THE ROAD
 GA0456'FROM A POLE, 2 YARDS NORTHWEST OF THE NORTH END OF A CONCRETE
 GA0456'WALL AND FENCE, AND 18 INCHES HIGHER THAN THE ROAD.  A STANDARD
 GA0456'DISK, STAMPED E 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0970 ***********************************************************************
 GA0970  DESIGNATION -  E 113
 GA0970  PID         -  GA0970
 GA0970  STATE/COUNTY-  TN/WASHINGTON
 GA0970  USGS QUAD   -  TELFORD (1971)
 GA0970
 GA0970                         *CURRENT SURVEY CONTROL
 GA0970  ___________________________________________________________________
 GA0970* NAD 83(1986)-  36 12 24.     (N)    082 33 46.     (W)     SCALED    
 GA0970* NAVD 88     -       476.094  (meters)    1561.99   (feet)  POSTED    
 GA0970  ___________________________________________________________________
 GA0970  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0970  DYNAMIC HT  -         475.640 (meters)    1560.50  (feet)  COMP
 GA0970  MODELED GRAV-     979,663.2   (mgal)                       NAVD 88
 GA0970
 GA0970  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0970
 GA0970.The horizontal coordinates were scaled from a topographic map and have
 GA0970.an estimated accuracy of +/- 6 seconds.
 GA0970
 GA0970.The orthometric height was determined by differential leveling
 GA0970.and adjusted by the National Geodetic Survey in 1992..
 GA0970.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0970.rate of 0.0 thru 1.0 mm/km.
 GA0970
 GA0970.The geoid height was determined by GEOID03.
 GA0970
 GA0970.The dynamic height is computed by dividing the NAVD 88
 GA0970.geopotential number by the normal gravity value computed on the
 GA0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0970.degrees latitude (g = 980.6199 gals.).
 GA0970
 GA0970.The modeled gravity was interpolated from observed gravity values.
 GA0970
 GA0970;                    North         East    Units  Estimated Accuracy
 GA0970;SPC TN       -   213,270.      909,030.      MT  (+/- 180 meters Scaled)
 GA0970
 GA0970                          SUPERSEDED SURVEY CONTROL
 GA0970
 GA0970  NGVD 29 (??/??/92)  476.237  (m)         1562.45   (f) ADJ UNCH    2 0
 GA0970
 GA0970.Superseded values are not recommended for survey control.
 GA0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0970.See file dsdata.txt to determine how the superseded data were derived.
 GA0970
 GA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA595080(NAD 83)
 GA0970_MARKER: DB = BENCH MARK DISK
 GA0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0970_STAMPING: E 113 1935
 GA0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0970+STABILITY: SURFACE MOTION
 GA0970
 GA0970  HISTORY     - Date     Condition        Report By
 GA0970  HISTORY     - 1935     MONUMENTED       CGS
 GA0970  HISTORY     - 1955     GOOD             NGS
 GA0970
 GA0970                          STATION DESCRIPTION
 GA0970
 GA0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0970'4 MI SW FROM TELFORD.
 GA0970'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0970'AT TELFORD, WASHINGTON COUNTY, THENCE 1.3 MILES SOUTH ALONG A
 GA0970'COUNTY ROAD LEADING PAST WASHINGTON COLLEGE, 1.0 MILE SOUTH OF
 GA0970'WASHINGTON COLLEGE, 0.1 MILE EAST OF A ROAD INTERSECTION, ON THE
 GA0970'N.T. BOWMAN PROPERTY, 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GA0970'OPPOSITE A HEDGEROW, AT A FENCE CORNER, AND LEVEL WITH THE ROAD.
 GA0970'A STANDARD DISK, STAMPED E 113 1935 AND SET IN THE TOP OF A
 GA0970'CONCRETE POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1917 ***********************************************************************
 GA1917  DESIGNATION -  E 114
 GA1917  PID         -  GA1917
 GA1917  STATE/COUNTY-  TN/GREENE
 GA1917  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1917
 GA1917                         *CURRENT SURVEY CONTROL
 GA1917  ___________________________________________________________________
 GA1917* NAD 83(1986)-  36 05 43.     (N)    083 03 13.     (W)     SCALED    
 GA1917* NAVD 88     -       353.904  (meters)    1161.10   (feet)  ADJUSTED  
 GA1917  ___________________________________________________________________
 GA1917  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1917  DYNAMIC HT  -         353.572 (meters)    1160.01  (feet)  COMP
 GA1917  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 GA1917
 GA1917  VERT ORDER  -  SECOND    CLASS 0
 GA1917
 GA1917.The horizontal coordinates were scaled from a topographic map and have
 GA1917.an estimated accuracy of +/- 6 seconds.
 GA1917
 GA1917.The orthometric height was determined by differential leveling
 GA1917.and adjusted by the National Geodetic Survey in June 1991..
 GA1917
 GA1917.The geoid height was determined by GEOID03.
 GA1917
 GA1917.The dynamic height is computed by dividing the NAVD 88
 GA1917.geopotential number by the normal gravity value computed on the
 GA1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1917.degrees latitude (g = 980.6199 gals.).
 GA1917
 GA1917.The modeled gravity was interpolated from observed gravity values.
 GA1917
 GA1917;                    North         East    Units  Estimated Accuracy
 GA1917;SPC TN       -   199,480.      865,290.      MT  (+/- 180 meters Scaled)
 GA1917
 GA1917                          SUPERSEDED SURVEY CONTROL
 GA1917
 GA1917  NGVD 29 (??/??/92)  354.058  (m)         1161.61   (f) ADJ UNCH    2 0
 GA1917
 GA1917.Superseded values are not recommended for survey control.
 GA1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1917.See file dsdata.txt to determine how the superseded data were derived.
 GA1917
 GA1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV151964(NAD 83)
 GA1917_MARKER: DB = BENCH MARK DISK
 GA1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1917_STAMPING: E 114 1935
 GA1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1917+STABILITY: SURFACE MOTION
 GA1917
 GA1917  HISTORY     - Date     Condition        Report By
 GA1917  HISTORY     - 1935     MONUMENTED       CGS
 GA1917  HISTORY     - 1950     GOOD             NGS
 GA1917
 GA1917                          STATION DESCRIPTION
 GA1917
 GA1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1917'4.1 MI SE FROM WARRENSBURG.
 GA1917'4.1 MILES SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1917'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, 0.2 MILE SOUTH OF
 GA1917'A BRIDGE OVER NOLICHUCKY RIVER, ON THE SOUTHWEST BANK OF THE
 GA1917'RIVER, AT THE A.G. DAWSON RESIDENCE, 20 FEET SOUTHEAST OF THE
 GA1917'SOUTHWEST CORNER OF THE HOUSE, 18-1/2 FEET NORTHEAST OF THE
 GA1917'CENTERLINE OF A PRIVATE DRIVEWAY, 61 FEET NORTHWEST OF THE
 GA1917'CENTERLINE OF THE HIGHWAY, 10.2 FEET NORTHEAST OF A FENCE CORNER,
 GA1917'1.2 FEET SOUTHEAST OF A FENCE LINE, AND 6 FEET HIGHER THAN THE
 GA1917'HIGHWAY.  A STANDARD DISK, STAMPED E 114 1935 AND SET IN THE
 GA1917'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 GA1917
 GA1917                          STATION RECOVERY (1950)
 GA1917
 GA1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GA1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0685 ***********************************************************************
 GA0685  DESIGNATION -  E 115
 GA0685  PID         -  GA0685
 GA0685  STATE/COUNTY-  TN/GREENE
 GA0685  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0685
 GA0685                         *CURRENT SURVEY CONTROL
 GA0685  ___________________________________________________________________
 GA0685* NAD 83(1986)-  36 05 22.     (N)    082 47 55.     (W)     SCALED    
 GA0685* NAVD 88     -       418.471  (meters)    1372.93   (feet)  ADJUSTED  
 GA0685  ___________________________________________________________________
 GA0685  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0685  DYNAMIC HT  -         418.070 (meters)    1371.62  (feet)  COMP
 GA0685  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 GA0685
 GA0685  VERT ORDER  -  SECOND    CLASS 0
 GA0685
 GA0685.The horizontal coordinates were scaled from a topographic map and have
 GA0685.an estimated accuracy of +/- 6 seconds.
 GA0685
 GA0685.The orthometric height was determined by differential leveling
 GA0685.and adjusted by the National Geodetic Survey in June 1991..
 GA0685
 GA0685.The geoid height was determined by GEOID03.
 GA0685
 GA0685.The dynamic height is computed by dividing the NAVD 88
 GA0685.geopotential number by the normal gravity value computed on the
 GA0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0685.degrees latitude (g = 980.6199 gals.).
 GA0685
 GA0685.The modeled gravity was interpolated from observed gravity values.
 GA0685
 GA0685;                    North         East    Units  Estimated Accuracy
 GA0685;SPC TN       -   199,560.      888,260.      MT  (+/- 180 meters Scaled)
 GA0685
 GA0685                          SUPERSEDED SURVEY CONTROL
 GA0685
 GA0685  NGVD 29 (??/??/92)  418.592  (m)         1373.33   (f) ADJ UNCH    2 0
 GA0685
 GA0685.Superseded values are not recommended for survey control.
 GA0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0685.See file dsdata.txt to determine how the superseded data were derived.
 GA0685
 GA0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV380953(NAD 83)
 GA0685_MARKER: DB = BENCH MARK DISK
 GA0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0685_STAMPING: E 115 1935
 GA0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0685+STABILITY: SURFACE MOTION
 GA0685
 GA0685  HISTORY     - Date     Condition        Report By
 GA0685  HISTORY     - 1935     MONUMENTED       CGS
 GA0685  HISTORY     - 1935     GOOD             TVA
 GA0685
 GA0685                          STATION DESCRIPTION
 GA0685
 GA0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0685'3 MI SW FROM JONES BRIDGE.
 GA0685'1.0 MILE SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0685'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE 2.0
 GA0685'MILES SOUTHWEST ALONG THE OLD JONESBORO HIGHWAY, 0.2 MILE SOUTHWEST
 GA0685'OF THE JUNCTION OF A ROAD LEADING NORTH, AT THE PERRY BROYLES
 GA0685'RESIDENCE, 62 YARDS NORTHWEST ACROSS THE HIGHWAY FROM THE FRONT
 GA0685'STEPS, 17.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.6
 GA0685'FEET SOUTHWEST OF A 20-INCH CATALPA TREE, 2.8 FEET EAST OF A SOUTH
 GA0685'FENCE CORNER, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 GA0685'DISK, STAMPED E 115 1935 AND SET IN THE TOP OF A CONCRETE POST
 GA0685'PROJECTING 2 INCHES ABOVE GROUND.
 GA0685
 GA0685                          STATION RECOVERY (1935)
 GA0685
 GA0685'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1935
 GA0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0589 ***********************************************************************
 GA0589  CBN         -  This is a Cooperative Base Network Control Station.
 GA0589  DESIGNATION -  E 116
 GA0589  PID         -  GA0589
 GA0589  STATE/COUNTY-  TN/WASHINGTON
 GA0589  USGS QUAD   -  JONESBOROUGH (1968)
 GA0589
 GA0589                         *CURRENT SURVEY CONTROL
 GA0589  ___________________________________________________________________
 GA0589* NAD 83(1995)-  36 15 01.16332(N)    082 28 33.11611(W)     ADJUSTED  
 GA0589* NAVD 88     -       527.987  (meters)    1732.24   (feet)  ADJUSTED  
 GA0589  ___________________________________________________________________
 GA0589  X           -     674,363.697 (meters)                     COMP
 GA0589  Y           -  -5,105,681.029 (meters)                     COMP
 GA0589  Z           -   3,750,921.005 (meters)                     COMP
 GA0589  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GA0589  ELLIP HEIGHT-         496.62  (meters)          (08/03/04) GPS OBS
 GA0589  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0589  DYNAMIC HT  -         527.482 (meters)    1730.58  (feet)  COMP
 GA0589  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 GA0589
 GA0589  HORZ ORDER  -  A
 GA0589  VERT ORDER  -  SECOND    CLASS 0
 GA0589  ELLP ORDER  -  FOURTH    CLASS I
 GA0589
 GA0589.The horizontal coordinates were established by GPS observations
 GA0589.and adjusted by the National Geodetic Survey in August 2004..
 GA0589
 GA0589.The orthometric height was determined by differential leveling
 GA0589.and adjusted by the National Geodetic Survey in June 1991..
 GA0589
 GA0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA0589
 GA0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0589
 GA0589.The ellipsoidal height was determined by GPS observations
 GA0589.and is referenced to NAD 83.
 GA0589
 GA0589.The geoid height was determined by GEOID03.
 GA0589
 GA0589.The dynamic height is computed by dividing the NAVD 88
 GA0589.geopotential number by the normal gravity value computed on the
 GA0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0589.degrees latitude (g = 980.6199 gals.).
 GA0589
 GA0589.The modeled gravity was interpolated from observed gravity values.
 GA0589
 GA0589;                    North         East     Units Scale Factor Converg.
 GA0589;SPC TN       -   218,392.606   916,665.286   MT  0.99997472   +2 03 47.4
 GA0589;SPC TN       -   716,509.74  3,007,426.03   sFT  0.99997472   +2 03 47.4
 GA0589;UTM  17      - 4,012,723.501   367,400.936   MT  0.99981664   -0 52 22.2
 GA0589
 GA0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0589!SPC TN       -   0.99992206  x   0.99997472  =   0.99989679
 GA0589!UTM  17      -   0.99992206  x   0.99981664  =   0.99973872
 GA0589
 GA0589                          SUPERSEDED SURVEY CONTROL
 GA0589
 GA0589  NAVD 88 (08/03/04)  527.99   (m)         1732.2    (f) LEVELING    3  
 GA0589  NGVD 29 (??/??/92)  528.130  (m)         1732.71   (f) ADJ UNCH    2 0
 GA0589
 GA0589.Superseded values are not recommended for survey control.
 GA0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0589.See file dsdata.txt to determine how the superseded data were derived.
 GA0589
 GA0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6740112724(NAD 83)
 GA0589_MARKER: DB = BENCH MARK DISK
 GA0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0589_STAMPING: E 116 1935
 GA0589_MARK LOGO: CGS   
 GA0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0589+STABILITY: SURFACE MOTION
 GA0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0589+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA0589
 GA0589  HISTORY     - Date     Condition        Report By
 GA0589  HISTORY     - 1935     MONUMENTED       CGS
 GA0589  HISTORY     - 1979     GOOD             TVA
 GA0589  HISTORY     - 20031010 GOOD             TNDT
 GA0589
 GA0589                          STATION DESCRIPTION
 GA0589
 GA0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0589'4.1 MI S FROM JONESBORO.
 GA0589'4.1 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0589'JONESBORO, WASHINGTON COUNTY, 27 YARDS WEST OF THE JUNCTION OF
 GA0589'A ROAD LEADING NORTHEAST, 43 FEET NORTHWEST OF AN ABANDONED
 GA0589'SERVICE STATION, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GA0589'HIGHWAY, 8-1/2 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT
 GA0589'NORTHEAST OF A FENCE LINE, AND 2 FEET LOWER THAN THE HIGHWAY.
 GA0589'A STANDARD DISK, STAMPED E 116 1935 AND SET IN THE TOP OF A
 GA0589'CONCRETE POST.
 GA0589
 GA0589                          STATION RECOVERY (1979)
 GA0589
 GA0589'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 GA0589'LOCATED 4.1 MILES SOUTH OF POST OFFICE AT JONESBORO BY HIGHWAY, ALONG
 GA0589'STATE HIGHWAY 81, 42 FEET WEST OF NORTHWEST CORNER OF OLD GARAGE, 27
 GA0589'YARDS WEST OF CENTERLINE OF JUNCTION OF GRAVEL ROAD TO NORTHEAST, 34
 GA0589'FEET SOUTH OF CENTERLINE OF HIGHWAY 81, 2 FEET BELOW LEVEL OF
 GA0589'HIGHWAY, AT GROUND LEVEL IN GARDEN PLOT. A STANDARD USC AND GS DISK,
 GA0589'STAMPED E 116 1935 AND SET ON TOP OF A CONCRETE POST.
 GA0589
 GA0589                          STATION RECOVERY (2003)
 GA0589
 GA0589'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA0589'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0696 ***********************************************************************
 GA0696  DESIGNATION -  E 117
 GA0696  PID         -  GA0696
 GA0696  STATE/COUNTY-  TN/GREENE
 GA0696  USGS QUAD   -  CHUCKEY (1971)
 GA0696
 GA0696                         *CURRENT SURVEY CONTROL
 GA0696  ___________________________________________________________________
 GA0696* NAD 83(1986)-  36 08 11.     (N)    082 38 48.     (W)     SCALED    
 GA0696* NAVD 88     -       464.096  (meters)    1522.62   (feet)  ADJUSTED  
 GA0696  ___________________________________________________________________
 GA0696  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0696  DYNAMIC HT  -         463.647 (meters)    1521.15  (feet)  COMP
 GA0696  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 GA0696
 GA0696  VERT ORDER  -  SECOND    CLASS 0
 GA0696
 GA0696.The horizontal coordinates were scaled from a topographic map and have
 GA0696.an estimated accuracy of +/- 6 seconds.
 GA0696
 GA0696.The orthometric height was determined by differential leveling
 GA0696.and adjusted by the National Geodetic Survey in June 1991..
 GA0696
 GA0696.The geoid height was determined by GEOID03.
 GA0696
 GA0696.The dynamic height is computed by dividing the NAVD 88
 GA0696.geopotential number by the normal gravity value computed on the
 GA0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0696.degrees latitude (g = 980.6199 gals.).
 GA0696
 GA0696.The modeled gravity was interpolated from observed gravity values.
 GA0696
 GA0696;                    North         East    Units  Estimated Accuracy
 GA0696;SPC TN       -   205,220.      901,760.      MT  (+/- 180 meters Scaled)
 GA0696
 GA0696                          SUPERSEDED SURVEY CONTROL
 GA0696
 GA0696  NGVD 29 (??/??/92)  464.228  (m)         1523.05   (f) ADJ UNCH    2 0
 GA0696
 GA0696.Superseded values are not recommended for survey control.
 GA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0696.See file dsdata.txt to determine how the superseded data were derived.
 GA0696
 GA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA518003(NAD 83)
 GA0696_MARKER: DB = BENCH MARK DISK
 GA0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0696_STAMPING: E 117 1935
 GA0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0696+STABILITY: SURFACE MOTION
 GA0696
 GA0696  HISTORY     - Date     Condition        Report By
 GA0696  HISTORY     - 1935     MONUMENTED       CGS
 GA0696  HISTORY     - 1955     GOOD             NGS
 GA0696
 GA0696                          STATION DESCRIPTION
 GA0696
 GA0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0696'AT PLEASANT HILL.
 GA0696'AT PLEASANT HILL, GREENE COUNTY, AT THE MAIN ROAD INTERSECTION,
 GA0696'75 YARDS SOUTHEAST OF A CHURCH, 69 FEET NORTHWEST OF THE ROAD
 GA0696'INTERSECTION, 56.5 FEET WEST OF THE CENTERLINE OF THE CHUCKY
 GA0696'HIGHWAY, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD, 32 FEET
 GA0696'SOUTHEAST OF A 50-INCH OAK TREE, 6.3 FEET NORTHEAST OF AN 8-INCH
 GA0696'OAK TREE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0696'STAMPED E 117 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA0696'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1930 ***********************************************************************
 GA1930  DESIGNATION -  E 119
 GA1930  PID         -  GA1930
 GA1930  STATE/COUNTY-  TN/GREENE
 GA1930  USGS QUAD   -  MOHAWK (1980)
 GA1930
 GA1930                         *CURRENT SURVEY CONTROL
 GA1930  ___________________________________________________________________
 GA1930* NAD 83(1986)-  36 10 20.     (N)    083 06 18.     (W)     SCALED    
 GA1930* NAVD 88     -       335.981  (meters)    1102.30   (feet)  ADJUSTED  
 GA1930  ___________________________________________________________________
 GA1930  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA1930  DYNAMIC HT  -         335.671 (meters)    1101.28  (feet)  COMP
 GA1930  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 GA1930
 GA1930  VERT ORDER  -  SECOND    CLASS 0
 GA1930
 GA1930.The horizontal coordinates were scaled from a topographic map and have
 GA1930.an estimated accuracy of +/- 6 seconds.
 GA1930
 GA1930.The orthometric height was determined by differential leveling
 GA1930.and adjusted by the National Geodetic Survey in June 1991..
 GA1930
 GA1930.The geoid height was determined by GEOID03.
 GA1930
 GA1930.The dynamic height is computed by dividing the NAVD 88
 GA1930.geopotential number by the normal gravity value computed on the
 GA1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1930.degrees latitude (g = 980.6199 gals.).
 GA1930
 GA1930.The modeled gravity was interpolated from observed gravity values.
 GA1930
 GA1930;                    North         East    Units  Estimated Accuracy
 GA1930;SPC TN       -   207,880.      860,410.      MT  (+/- 180 meters Scaled)
 GA1930
 GA1930                          SUPERSEDED SURVEY CONTROL
 GA1930
 GA1930  NGVD 29 (??/??/92)  336.141  (m)         1102.82   (f) ADJ UNCH    2 0
 GA1930
 GA1930.Superseded values are not recommended for survey control.
 GA1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1930.See file dsdata.txt to determine how the superseded data were derived.
 GA1930
 GA1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA106051(NAD 83)
 GA1930_MARKER: DB = BENCH MARK DISK
 GA1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1930_STAMPING: E 119 1935
 GA1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1930+STABILITY: SURFACE MOTION
 GA1930
 GA1930  HISTORY     - Date     Condition        Report By
 GA1930  HISTORY     - 1935     MONUMENTED       CGS
 GA1930
 GA1930                          STATION DESCRIPTION
 GA1930
 GA1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1930'3.1 MI NE FROM BEULAH.
 GA1930'3.1 MILES NORTHEAST ALONG THE MOHAWK ROAD FROM THE CHURCH AT
 GA1930'BEULAH, AT THE H.H. SIZEMORE RESIDENCE, 42 YARDS SOUTH OF THE
 GA1930'SOUTHWEST CORNER OF THE HOUSE, 18 YARDS NORTH ACROSS THE ROAD FROM
 GA1930'THE GARAGE, 41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 9 YARDS
 GA1930'SOUTHWEST OF A FENCE CORNER, AND 1 FOOT HIGHER THAN THE ROAD,
 GA1930'1.4 MILES NORTHWEST OF THULA, 0.6 MILE SOUTHWEST OF FAIRVIEW
 GA1930'CHURCH, 57 FEET N-NW OF THE NORTHEAST CORNER OF GARAGE, 13 FEET
 GA1930'W-SW OF THE CENTERLINE OF DRIVEWAY, AND 1-1/2 FEET E-SE OF A
 GA1930'4 IN MAPLE TREE.  A STANDARD DISK, STAMPED E 119 1935 AND SET IN
 GA1930'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0414 ***********************************************************************
 GA0414  DESIGNATION -  E 12
 GA0414  PID         -  GA0414
 GA0414  STATE/COUNTY-  TN/CARTER
 GA0414  USGS QUAD   -  WHITE ROCKS MOUNTAIN (1994)
 GA0414
 GA0414                         *CURRENT SURVEY CONTROL
 GA0414  ___________________________________________________________________
 GA0414* NAD 83(1986)-  36 11 56.     (N)    082 04 07.     (W)     SCALED    
 GA0414* NAVD 88     -       784.706  (meters)    2574.49   (feet)  ADJUSTED  
 GA0414  ___________________________________________________________________
 GA0414  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA0414  DYNAMIC HT  -         783.899 (meters)    2571.84  (feet)  COMP
 GA0414  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 GA0414
 GA0414  VERT ORDER  -  FIRST     CLASS II
 GA0414
 GA0414.The horizontal coordinates were scaled from a topographic map and have
 GA0414.an estimated accuracy of +/- 6 seconds.
 GA0414
 GA0414.The orthometric height was determined by differential leveling
 GA0414.and adjusted by the National Geodetic Survey in June 1991..
 GA0414
 GA0414.The geoid height was determined by GEOID03.
 GA0414
 GA0414.The dynamic height is computed by dividing the NAVD 88
 GA0414.geopotential number by the normal gravity value computed on the
 GA0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0414.degrees latitude (g = 980.6199 gals.).
 GA0414
 GA0414.The modeled gravity was interpolated from observed gravity values.
 GA0414
 GA0414;                    North         East    Units  Estimated Accuracy
 GA0414;SPC TN       -   214,080.      953,470.      MT  (+/- 180 meters Scaled)
 GA0414
 GA0414                          SUPERSEDED SURVEY CONTROL
 GA0414
 GA0414  NGVD 29 (??/??/92)  784.811  (m)         2574.83   (f) ADJ UNCH    1 2
 GA0414
 GA0414.Superseded values are not recommended for survey control.
 GA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0414.See file dsdata.txt to determine how the superseded data were derived.
 GA0414
 GA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA039065(NAD 83)
 GA0414_MARKER: DB = BENCH MARK DISK
 GA0414_SETTING: 66 = SET IN ROCK OUTCROP
 GA0414_SP_SET: SET IN ROCK OUTCROP
 GA0414_STAMPING: 2575.018 E 12 1933
 GA0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0414+STABILITY: POSITION/ELEVATION WELL
 GA0414
 GA0414  HISTORY     - Date     Condition        Report By
 GA0414  HISTORY     - 1933     MONUMENTED       CGS
 GA0414
 GA0414                          STATION DESCRIPTION
 GA0414
 GA0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0414'AT ROAN MOUNTAIN.
 GA0414'AT ROAN MOUNTAIN, CARTER COUNTY, 495 FEET EAST OF THE EAST
 GA0414'TENNESSEE AND WESTERN NORTH CAROLINA RAILROAD STATION, 12 FEET
 GA0414'NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET HIGHER THAN THE RAIL,
 GA0414'AND IN THE TOP OF A ROCK IN THE SIDE OF A CUT.  A STANDARD DISK,
 GA0414'STAMPED 2575.018 E 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1116 ***********************************************************************
 FB1116  DESIGNATION -  E 121
 FB1116  PID         -  FB1116
 FB1116  STATE/COUNTY-  TN/GREENE
 FB1116  USGS QUAD   -  PAINT ROCK (1991)
 FB1116
 FB1116                         *CURRENT SURVEY CONTROL
 FB1116  ___________________________________________________________________
 FB1116* NAD 83(1986)-  35 58 35.     (N)    082 52 55.     (W)     SCALED    
 FB1116* NAVD 88     -       525.20   (+/-2cm)    1723.1    (feet)  VERTCON   
 FB1116  ___________________________________________________________________
 FB1116  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1116
 FB1116  VERT ORDER  -  ? (See Below)
 FB1116
 FB1116.The horizontal coordinates were scaled from a topographic map and have
 FB1116.an estimated accuracy of +/- 6 seconds.
 FB1116
 FB1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1116.The vertical order pertains to the NGVD 29 superseded value.
 FB1116
 FB1116.The geoid height was determined by GEOID03.
 FB1116
 FB1116;                    North         East    Units  Estimated Accuracy
 FB1116;SPC TN       -   186,780.      881,160.      MT  (+/- 180 meters Scaled)
 FB1116
 FB1116                          SUPERSEDED SURVEY CONTROL
 FB1116
 FB1116  NGVD 29 (??/??/92)  525.318  (m)         1723.48   (f) ADJ UNCH    ?  
 FB1116
 FB1116.Superseded values are not recommended for survey control.
 FB1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1116.See file dsdata.txt to determine how the superseded data were derived.
 FB1116
 FB1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV303829(NAD 83)
 FB1116_MARKER: DB = BENCH MARK DISK
 FB1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1116_STAMPING: E 121 1935
 FB1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1116+STABILITY: SURFACE MOTION
 FB1116
 FB1116  HISTORY     - Date     Condition        Report By
 FB1116  HISTORY     - 1935     MONUMENTED       CGS
 FB1116  HISTORY     - 1955     GOOD             NGS
 FB1116
 FB1116                          STATION DESCRIPTION
 FB1116
 FB1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1116'10.3 MI NE FROM WOLF CREEK.
 FB1116'IN GREENE COUNTY, 10.3 MILES NORTHEAST ALONG THE COVE CREEK
 FB1116'ROAD FROM WOLF CREEK, COCKE COUNTY, ADJOINING THE PROPERTY OF T.W.
 FB1116'WHITEHURST, 118 FEET WEST OF THE A.W. MILLS RESIDENCE, 75 FEET
 FB1116'SOUTHWEST OF A BARN, 80.7 FEET NORTHWEST OF THE WEST END OF THE
 FB1116'NORTH HEADWALL OF A CONCRETE CULVERT, 61 FEET EAST OF A POLE,
 FB1116'45 FEET NORTHEAST OF COVE CREEK, 8 FEET SOUTHWEST OF A SORGHUM MILL,
 FB1116'4 FEET NORTHEAST OF THE ROAD, AND 4 FEET SOUTH OF A FENCE CORNER.
 FB1116'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST
 FB1116'AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1374 ***********************************************************************
 FB1374  DESIGNATION -  E 122 X
 FB1374  PID         -  FB1374
 FB1374  STATE/COUNTY-  TN/JEFFERSON
 FB1374  USGS QUAD   -  SHADY GROVE (1980)
 FB1374
 FB1374                         *CURRENT SURVEY CONTROL
 FB1374  ___________________________________________________________________
 FB1374* NAD 83(1986)-  35 58 11.     (N)    083 23 51.     (W)     SCALED    
 FB1374* NAVD 88     -       309.36   (+/-2cm)    1015.0    (feet)  VERTCON   
 FB1374  ___________________________________________________________________
 FB1374  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1374
 FB1374  VERT ORDER  -  ? (See Below)
 FB1374
 FB1374.The horizontal coordinates were scaled from a topographic map and have
 FB1374.an estimated accuracy of +/- 6 seconds.
 FB1374
 FB1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1374.The vertical order pertains to the NGVD 29 superseded value.
 FB1374
 FB1374.The geoid height was determined by GEOID03.
 FB1374
 FB1374;                    North         East    Units  Estimated Accuracy
 FB1374;SPC TN       -   184,680.      834,700.      MT  (+/- 180 meters Scaled)
 FB1374
 FB1374                          SUPERSEDED SURVEY CONTROL
 FB1374
 FB1374  NGVD 29 (??/??/92)  309.530  (m)         1015.52   (f) ADJ UNCH    ?  
 FB1374
 FB1374.Superseded values are not recommended for survey control.
 FB1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1374.See file dsdata.txt to determine how the superseded data were derived.
 FB1374
 FB1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV838832(NAD 83)
 FB1374_MARKER: DB = BENCH MARK DISK
 FB1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1374+STABILITY: SURFACE MOTION
 FB1374
 FB1374  HISTORY     - Date     Condition        Report By
 FB1374  HISTORY     - UNK      MONUMENTED       CGS
 FB1374  HISTORY     - 1949     GOOD             NGS
 FB1374
 FB1374                          STATION DESCRIPTION
 FB1374
 FB1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1374'4.1 MI SE FROM DANDRIDGE.
 FB1374'4.1 MILES SOUTHEAST OF THE COURTHOUSE AT DANDRIDGE, JEFFERSON
 FB1374'COUNTY, 1.6 MILES NORTHWEST OF SANDY RIDGE, ON THE J.J. GADIS
 FB1374'PROPERTY, 83.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FB1374'HOUSE, 46.9 FEET NORTH OF THE NORTHEAST CORNER OF THE CONCRETE
 FB1374'FOUNDATION OF A SHED ADDED TO THE LARGE BARN, 27 FEET NORTHWEST
 FB1374'OF A FENCE CORNER, 24 FEET WEST OF THE ROAD, 11 FEET EAST OF A
 FB1374'SHED, AND 0.5 FOOT SOUTHEAST OF A METAL WITNESS SIGN.  A STANDARD
 FB1374'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1329 ***********************************************************************
 FB1329  DESIGNATION -  E 125
 FB1329  PID         -  FB1329
 FB1329  STATE/COUNTY-  TN/COCKE
 FB1329  USGS QUAD   -  HARTFORD (1968)
 FB1329
 FB1329                         *CURRENT SURVEY CONTROL
 FB1329  ___________________________________________________________________
 FB1329* NAD 83(1986)-  35 48 59.     (N)    083 08 38.     (W)     SCALED    
 FB1329* NAVD 88     -       383.783  (meters)    1259.13   (feet)  ADJUSTED  
 FB1329  ___________________________________________________________________
 FB1329  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB1329  DYNAMIC HT  -         383.407 (meters)    1257.89  (feet)  COMP
 FB1329  MODELED GRAV-     979,644.9   (mgal)                       NAVD 88
 FB1329
 FB1329  VERT ORDER  -  SECOND    CLASS 0
 FB1329
 FB1329.The horizontal coordinates were scaled from a topographic map and have
 FB1329.an estimated accuracy of +/- 6 seconds.
 FB1329
 FB1329.The orthometric height was determined by differential leveling
 FB1329.and adjusted by the National Geodetic Survey in June 1991..
 FB1329
 FB1329.The geoid height was determined by GEOID03.
 FB1329
 FB1329.The dynamic height is computed by dividing the NAVD 88
 FB1329.geopotential number by the normal gravity value computed on the
 FB1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1329.degrees latitude (g = 980.6199 gals.).
 FB1329
 FB1329.The modeled gravity was interpolated from observed gravity values.
 FB1329
 FB1329;                    North         East    Units  Estimated Accuracy
 FB1329;SPC TN       -   168,310.      858,060.      MT  (+/- 180 meters Scaled)
 FB1329
 FB1329                          SUPERSEDED SURVEY CONTROL
 FB1329
 FB1329  NGVD 29 (??/??/92)  383.932  (m)         1259.62   (f) ADJ UNCH    2 0
 FB1329
 FB1329.Superseded values are not recommended for survey control.
 FB1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1329.See file dsdata.txt to determine how the superseded data were derived.
 FB1329
 FB1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV063657(NAD 83)
 FB1329_MARKER: DB = BENCH MARK DISK
 FB1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1329_STAMPING: E 215 1935
 FB1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1329+STABILITY: SURFACE MOTION
 FB1329
 FB1329  HISTORY     - Date     Condition        Report By
 FB1329  HISTORY     - 1935     MONUMENTED       CGS
 FB1329  HISTORY     - 1961     GOOD             NGS
 FB1329
 FB1329                          STATION DESCRIPTION
 FB1329
 FB1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1329'AT HARTFORD.
 FB1329'AT HARTFORD, COCKE COUNTY, AT THE JUNCTION OF THE CRIPPLE CREEK
 FB1329'ROAD AND THE HARTFORD PIKE, 50 FEET SOUTHWEST OF THE JUNCTION,
 FB1329'AT THE POST OFFICE, 23.2 FEET WEST OF THE NORTHWEST CORNER, ON
 FB1329'THE PROPERTY OF R.B. LAW, 6.1 FEET NORTHWEST OF THE NORTHWEST
 FB1329'CORNER OF THE HOUSE, 11 FEET SOUTH OF THE CRIPPLE CREEK ROAD,
 FB1329'AND 6 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE HEDGE AT
 FB1329'THE NORTHWEST CORNER OF THE YARD.  A STANDARD DISK, STAMPED E
 FB1329'125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1352 ***********************************************************************
 FB1352  DESIGNATION -  E 126
 FB1352  PID         -  FB1352
 FB1352  STATE/COUNTY-  TN/COCKE
 FB1352  USGS QUAD   -  WATERVILLE (1968)
 FB1352
 FB1352                         *CURRENT SURVEY CONTROL
 FB1352  ___________________________________________________________________
 FB1352* NAD 83(1986)-  35 48 43.     (N)    083 02 16.     (W)     SCALED    
 FB1352* NAVD 88     -       705.76   (+/-2cm)    2315.5    (feet)  VERTCON   
 FB1352  ___________________________________________________________________
 FB1352  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FB1352
 FB1352  VERT ORDER  -  ? (See Below)
 FB1352
 FB1352.The horizontal coordinates were scaled from a topographic map and have
 FB1352.an estimated accuracy of +/- 6 seconds.
 FB1352
 FB1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1352.The vertical order pertains to the NGVD 29 superseded value.
 FB1352
 FB1352.The geoid height was determined by GEOID03.
 FB1352
 FB1352;                    North         East    Units  Estimated Accuracy
 FB1352;SPC TN       -   168,100.      867,660.      MT  (+/- 180 meters Scaled)
 FB1352
 FB1352                          SUPERSEDED SURVEY CONTROL
 FB1352
 FB1352  NGVD 29 (??/??/92)  705.863  (m)         2315.82   (f) ADJ UNCH    ?  
 FB1352
 FB1352.Superseded values are not recommended for survey control.
 FB1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1352.See file dsdata.txt to determine how the superseded data were derived.
 FB1352
 FB1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV158650(NAD 83)
 FB1352_MARKER: DB = BENCH MARK DISK
 FB1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1352_STAMPING: E 126 1935
 FB1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1352+STABILITY: SURFACE MOTION
 FB1352
 FB1352  HISTORY     - Date     Condition        Report By
 FB1352  HISTORY     - 1935     MONUMENTED       CGS
 FB1352  HISTORY     - 1949     MARK NOT FOUND   NGS
 FB1352
 FB1352                          STATION DESCRIPTION
 FB1352
 FB1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1352'1.8 MI S FROM NEW PROSPECT SCHOOL.
 FB1352'1.8 MILES SOUTH ALONG THE GULF FORK ROAD FROM THE ROAD JUNCTION
 FB1352'AT NEW PROSPECT SCHOOL, COCKE COUNTY, 300 FEET NORTH OF THE
 FB1352'JUNCTION OF A Y-ROAD LEADING SOUTHWEST, ON THE PROPERTY OF
 FB1352'CHAMPION FIBER CO., 300 FEET SOUTHWEST OF THE CREEK, 30 FEET
 FB1352'WEST OF THE ROAD, 15.6 FEET SOUTHWEST OF A 24-INCH STUMP, 15.6
 FB1352'FEET NORTHEAST OF ANOTHER 24-INCH STUMP, 15.6 FEET SOUTH OF A
 FB1352'16-INCH PAINTED HEMLOCK TREE, AND AT THE WEST EDGE OF A CLEARING.
 FB1352'A STANDARD DISK, STAMPED E 126 1935 AND SET IN THE TOP OF A
 FB1352'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2058 ***********************************************************************
 FB2058  DESIGNATION -  E 127
 FB2058  PID         -  FB2058
 FB2058  STATE/COUNTY-  TN/SEVIER
 FB2058  USGS QUAD   -  PIGEON FORGE (1970)
 FB2058
 FB2058                         *CURRENT SURVEY CONTROL
 FB2058  ___________________________________________________________________
 FB2058* NAD 83(1986)-  35 46 00.     (N)    083 35 46.     (W)     SCALED    
 FB2058* NAVD 88     -       365.63   (+/-2cm)    1199.6    (feet)  VERTCON   
 FB2058  ___________________________________________________________________
 FB2058  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB2058
 FB2058  VERT ORDER  -  ? (See Below)
 FB2058
 FB2058.The horizontal coordinates were scaled from a topographic map and have
 FB2058.an estimated accuracy of +/- 6 seconds.
 FB2058
 FB2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2058.The vertical order pertains to the NGVD 29 superseded value.
 FB2058
 FB2058.The geoid height was determined by GEOID03.
 FB2058
 FB2058;                    North         East    Units  Estimated Accuracy
 FB2058;SPC TN       -   161,700.      817,350.      MT  (+/- 180 meters Scaled)
 FB2058
 FB2058                          SUPERSEDED SURVEY CONTROL
 FB2058
 FB2058  NGVD 29 (??/??/92)  365.737  (m)         1199.92   (f) ADJ UNCH    ?  
 FB2058
 FB2058.Superseded values are not recommended for survey control.
 FB2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2058.See file dsdata.txt to determine how the superseded data were derived.
 FB2058
 FB2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV653611(NAD 83)
 FB2058_MARKER: DB = BENCH MARK DISK
 FB2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2058_STAMPING: E 127 1935
 FB2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2058+STABILITY: SURFACE MOTION
 FB2058
 FB2058  HISTORY     - Date     Condition        Report By
 FB2058  HISTORY     - 1935     MONUMENTED       CGS
 FB2058  HISTORY     - 1949     GOOD             NGS
 FB2058  HISTORY     - 1972     GOOD             TVA
 FB2058
 FB2058                          STATION DESCRIPTION
 FB2058
 FB2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2058'11.7 MI S FROM SEVIERVILLE.
 FB2058'11.7 MILES SOUTH OF SEVIERVILLE, 5.2 MILES SOUTHWEST ALONG THE
 FB2058'LITTLE COVE CREEK ROAD FROM THE POST OFFICE AT PIGEON FORGE, 200
 FB2058'FEET EAST OF THE H.L. WALKER HOUSE, 110 FEET NORTHWEST OF THE
 FB2058'JUNCTION OF A SMALL STREAM AND LITTLE COVE CREEK, 60 FEET SOUTHEAST
 FB2058'OF A LARGE BARN, 50 FEET NORTH OF LITTLE COVE CREEK, 32.7 FEET
 FB2058'WEST OF THE SOUTHWEST CORNER OF A BRIDGE OVER THE STREAM, 12
 FB2058'FEET SOUTH OF THE ROAD, 8.6 FEET SOUTH OF THE NORTHEAST CORNER
 FB2058'OF A GARDEN, AND 1.0 FOOT WEST OF THE GARDEN FENCE.  A STANDARD
 FB2058'DISK, STAMPED E 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB2058'NOTE-- CONTROL MARKER SIGN SET 1.0 FT SOUTH OF MONUMENT.
 FB2058
 FB2058                          STATION RECOVERY (1972)
 FB2058
 FB2058'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1799 ***********************************************************************
 GA1799  DESIGNATION -  E 129
 GA1799  PID         -  GA1799
 GA1799  STATE/COUNTY-  TN/HAMBLEN
 GA1799  USGS QUAD   -  MORRISTOWN (1979)
 GA1799
 GA1799                         *CURRENT SURVEY CONTROL
 GA1799  ___________________________________________________________________
 GA1799* NAD 83(1986)-  36 11 57.     (N)    083 19 58.     (W)     SCALED    
 GA1799* NAVD 88     -       398.978  (meters)    1308.98   (feet)  ADJUSTED  
 GA1799  ___________________________________________________________________
 GA1799  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1799  DYNAMIC HT  -         398.610 (meters)    1307.77  (feet)  COMP
 GA1799  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 GA1799
 GA1799  VERT ORDER  -  FIRST     CLASS I
 GA1799
 GA1799.The horizontal coordinates were scaled from a topographic map and have
 GA1799.an estimated accuracy of +/- 6 seconds.
 GA1799
 GA1799.The orthometric height was determined by differential leveling
 GA1799.and adjusted by the National Geodetic Survey in June 1991..
 GA1799
 GA1799.The geoid height was determined by GEOID03.
 GA1799
 GA1799.The dynamic height is computed by dividing the NAVD 88
 GA1799.geopotential number by the normal gravity value computed on the
 GA1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1799.degrees latitude (g = 980.6199 gals.).
 GA1799
 GA1799.The modeled gravity was interpolated from observed gravity values.
 GA1799
 GA1799;                    North         East    Units  Estimated Accuracy
 GA1799;SPC TN       -   210,280.      839,840.      MT  (+/- 180 meters Scaled)
 GA1799
 GA1799                          SUPERSEDED SURVEY CONTROL
 GA1799
 GA1799  NGVD 29 (??/??/92)  399.104  (m)         1309.39   (f) ADJ UNCH    1 1
 GA1799
 GA1799.Superseded values are not recommended for survey control.
 GA1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1799.See file dsdata.txt to determine how the superseded data were derived.
 GA1799
 GA1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA902085(NAD 83)
 GA1799_MARKER: DB = BENCH MARK DISK
 GA1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1799_STAMPING: E 129 1936
 GA1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1799+STABILITY: SURFACE MOTION
 GA1799
 GA1799  HISTORY     - Date     Condition        Report By
 GA1799  HISTORY     - 1936     MONUMENTED       CGS
 GA1799  HISTORY     - 1967     GOOD             NGS
 GA1799
 GA1799                          STATION DESCRIPTION
 GA1799
 GA1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1799'2.4 MI SW FROM MORRISTOWN.
 GA1799'ABOUT 2.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA1799'CROSSING OF HENRY STREET AT MORRISTOWN, 163 FEET SOUTH OF THE
 GA1799'CENTER OF THE CROSSING OF NEW LINE STREET, IN THE YARD FOR A
 GA1799'ONE-STORY WHITE FRAME HOUSE, 41 FEET SOUTHWEST OF THE CENTER LINE
 GA1799'OF THE STREET, 32 FEET SOUTHEAST OF THE EAST CORNER OF THE HOUSE,
 GA1799'5.3 FEET NORTHEAST OF THE EAST CORNER OF A SMALL BRICK FIRE PLACE,
 GA1799'0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GA1799'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GA1799'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0768 ***********************************************************************
 GD0768  DESIGNATION -  E 13
 GD0768  PID         -  GD0768
 GD0768  STATE/COUNTY-  TN/LAKE
 GD0768  USGS QUAD   -  RIDGELY (1981)
 GD0768
 GD0768                         *CURRENT SURVEY CONTROL
 GD0768  ___________________________________________________________________
 GD0768* NAD 83(1986)-  36 21 08.     (N)    089 24 19.     (W)     SCALED    
 GD0768* NAVD 88     -        88.253  (meters)     289.54   (feet)  ADJUSTED  
 GD0768  ___________________________________________________________________
 GD0768  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0768  DYNAMIC HT  -          88.181 (meters)     289.31  (feet)  COMP
 GD0768  MODELED GRAV-     979,820.1   (mgal)                       NAVD 88
 GD0768
 GD0768  VERT ORDER  -  SECOND    CLASS 0
 GD0768
 GD0768.The horizontal coordinates were scaled from a topographic map and have
 GD0768.an estimated accuracy of +/- 6 seconds.
 GD0768
 GD0768.The orthometric height was determined by differential leveling
 GD0768.and adjusted by the National Geodetic Survey in June 1991..
 GD0768
 GD0768.The geoid height was determined by GEOID03.
 GD0768
 GD0768.The dynamic height is computed by dividing the NAVD 88
 GD0768.geopotential number by the normal gravity value computed on the
 GD0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0768.degrees latitude (g = 980.6199 gals.).
 GD0768
 GD0768.The modeled gravity was interpolated from observed gravity values.
 GD0768
 GD0768;                    North         East    Units  Estimated Accuracy
 GD0768;SPC TN       -   229,320.      294,400.      MT  (+/- 180 meters Scaled)
 GD0768
 GD0768                          SUPERSEDED SURVEY CONTROL
 GD0768
 GD0768  NGVD 29 (??/??/??)   88.194  (m)          289.35   (f) ADJUSTED    2 0
 GD0768
 GD0768.Superseded values are not recommended for survey control.
 GD0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0768.See file dsdata.txt to determine how the superseded data were derived.
 GD0768
 GD0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF841257(NAD 83)
 GD0768_MARKER: DB = BENCH MARK DISK
 GD0768_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GD0768_SP_SET: SPILLWAY PIER
 GD0768_STAMPING: E 13 1935
 GD0768_MARK LOGO: CGS   
 GD0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0768+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD0768
 GD0768  HISTORY     - Date     Condition        Report By
 GD0768  HISTORY     - 1935     MONUMENTED       CGS
 GD0768  HISTORY     - 19950627 GOOD             USE
 GD0768  HISTORY     - 20020802 GOOD             USACE
 GD0768
 GD0768                          STATION DESCRIPTION
 GD0768
 GD0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0768'4.7 MI E FROM TIPTONVILLE.
 GD0768'4.7 MILES EAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 GD0768'AT TIPTONVILLE, LAKE COUNTY, AT THE SOUTH END OF REELFOOT LAKE,
 GD0768'AT THE UPSTREAM SIDE OF THE CONCRETE SPILLWAY, BETWEEN THE FIRST
 GD0768'AND SECOND GATES FROM THE WEST END, AND IN THE TOP OF THE PIER.
 GD0768'A STANDARD DISK, STAMPED E 13 1935.
 GD0768
 GD0768                          STATION RECOVERY (1995)
 GD0768
 GD0768'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 GD0768'RECOVERED AS DESCRIBED.
 GD0768
 GD0768                          STATION RECOVERY (2002)
 GD0768
 GD0768'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2230 ***********************************************************************
 GA2230  DESIGNATION -  E 130
 GA2230  PID         -  GA2230
 GA2230  STATE/COUNTY-  TN/KNOX
 GA2230  USGS QUAD   -  JOHN SEVIER (1992)
 GA2230
 GA2230                         *CURRENT SURVEY CONTROL
 GA2230  ___________________________________________________________________
 GA2230* NAD 83(1986)-  36 03 11.     (N)    083 46 29.     (W)     SCALED    
 GA2230* NAVD 88     -       279.218  (meters)     916.07   (feet)  POSTED    
 GA2230  ___________________________________________________________________
 GA2230  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2230  DYNAMIC HT  -         278.960 (meters)     915.22  (feet)  COMP
 GA2230  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA2230
 GA2230  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2230
 GA2230.The horizontal coordinates were scaled from a topographic map and have
 GA2230.an estimated accuracy of +/- 6 seconds.
 GA2230
 GA2230.The orthometric height was determined by differential leveling
 GA2230.and adjusted by the National Geodetic Survey in 1992..
 GA2230.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2230.rate of 0.0 thru 1.0 mm/km.
 GA2230
 GA2230.The geoid height was determined by GEOID03.
 GA2230
 GA2230.The dynamic height is computed by dividing the NAVD 88
 GA2230.geopotential number by the normal gravity value computed on the
 GA2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2230.degrees latitude (g = 980.6199 gals.).
 GA2230
 GA2230.The modeled gravity was interpolated from observed gravity values.
 GA2230
 GA2230;                    North         East    Units  Estimated Accuracy
 GA2230;SPC TN       -   193,080.      800,480.      MT  (+/- 180 meters Scaled)
 GA2230
 GA2230                          SUPERSEDED SURVEY CONTROL
 GA2230
 GA2230  NGVD 29 (??/??/92)  279.348  (m)          916.49   (f) ADJ UNCH    1 2
 GA2230
 GA2230.Superseded values are not recommended for survey control.
 GA2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2230.See file dsdata.txt to determine how the superseded data were derived.
 GA2230
 GA2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV500933(NAD 83)
 GA2230_MARKER: DB = BENCH MARK DISK
 GA2230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2230_SP_SET: CULVERT
 GA2230_STAMPING: E 130 1936
 GA2230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2230
 GA2230  HISTORY     - Date     Condition        Report By
 GA2230  HISTORY     - 1936     MONUMENTED       CGS
 GA2230  HISTORY     - 1967     GOOD             NGS
 GA2230
 GA2230                          STATION DESCRIPTION
 GA2230
 GA2230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2230'11 MI NE FROM KNOXVILLE.
 GA2230'ABOUT 10.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2230'STATION AT KNOXVILLE, ABOUT 0.2 MILE NORTHEAST OF A FARM ROAD
 GA2230'OVERPASS, 24 1/2 RAILS NORTHEAST OF MILEPOST 120, AT AN OLD
 GA2230'ABANDONED FARM ROAD CROSSING, SET ON THE TOP OF THE SOUTHEAST END
 GA2230'OF THE NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT
 GA2230'UNDER THE ROAD, 4.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA2230'WESTBOUND TRACK, 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2007 ***********************************************************************
 FB2007  DESIGNATION -  E 132
 FB2007  PID         -  FB2007
 FB2007  STATE/COUNTY-  TN/BLOUNT
 FB2007  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2007
 FB2007                         *CURRENT SURVEY CONTROL
 FB2007  ___________________________________________________________________
 FB2007* NAD 83(1986)-  35 43 08.     (N)    083 55 25.     (W)     SCALED    
 FB2007* NAVD 88     -       319.269  (meters)    1047.47   (feet)  ADJUSTED  
 FB2007  ___________________________________________________________________
 FB2007  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB2007  DYNAMIC HT  -         318.964 (meters)    1046.47  (feet)  COMP
 FB2007  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 FB2007
 FB2007  VERT ORDER  -  SECOND    CLASS 0
 FB2007
 FB2007.The horizontal coordinates were scaled from a topographic map and have
 FB2007.an estimated accuracy of +/- 6 seconds.
 FB2007
 FB2007.The orthometric height was determined by differential leveling
 FB2007.and adjusted by the National Geodetic Survey in June 1991..
 FB2007
 FB2007.The geoid height was determined by GEOID03.
 FB2007
 FB2007.The dynamic height is computed by dividing the NAVD 88
 FB2007.geopotential number by the normal gravity value computed on the
 FB2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2007.degrees latitude (g = 980.6199 gals.).
 FB2007
 FB2007.The modeled gravity was interpolated from observed gravity values.
 FB2007
 FB2007;                    North         East    Units  Estimated Accuracy
 FB2007;SPC TN       -   155,720.      787,850.      MT  (+/- 180 meters Scaled)
 FB2007
 FB2007                          SUPERSEDED SURVEY CONTROL
 FB2007
 FB2007  NGVD 29 (??/??/92)  319.375  (m)         1047.82   (f) ADJ UNCH    2 0
 FB2007
 FB2007.Superseded values are not recommended for survey control.
 FB2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2007.See file dsdata.txt to determine how the superseded data were derived.
 FB2007
 FB2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV355567(NAD 83)
 FB2007_MARKER: DB = BENCH MARK DISK
 FB2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2007_STAMPING: E 142 1935
 FB2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2007+STABILITY: SURFACE MOTION
 FB2007
 FB2007  HISTORY     - Date     Condition        Report By
 FB2007  HISTORY     - 1935     MONUMENTED       CGS
 FB2007
 FB2007                          STATION DESCRIPTION
 FB2007
 FB2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2007'3.5 MI SE FROM MARYVILLE.
 FB2007'3.5 MILES SOUTHEAST ALONG THE OLD DUNCAN PIKE FROM MARYVILLE,
 FB2007'THENCE, 0.4 MILE SOUTHEAST ALONG WILKINSON PIKE ABOUT 0.3 MILE
 FB2007'NORTH OF CHILHOWEE VIEW SCHOOL, 53.2 FEET NORTHEAST OF THE
 FB2007'NORTHEAST CORNER OF A SMALL OLD UNPAINTED HOUSE, 47.1 FEET
 FB2007'SOUTH OF A WOODEN POWER-TRANSMISSION LINE POLE, 40 FEET NORTHEAST
 FB2007'OF A CONCRETE CISTERN, 20 FEET SOUTHWEST OF THE CENTERLINE OF
 FB2007'THE ROAD, AND 9.2 FEET NORTHWEST OF A 12-INCH MAPLE TREE.  A
 FB2007'STANDARD DISK, STAMPED E 142 1935 AND SET IN THE TOP OF A
 FB2007'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2264 ***********************************************************************
 GA2264  DESIGNATION -  E 132
 GA2264  PID         -  GA2264
 GA2264  STATE/COUNTY-  TN/UNION
 GA2264  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2264
 GA2264                         *CURRENT SURVEY CONTROL
 GA2264  ___________________________________________________________________
 GA2264* NAD 83(1986)-  36 17 14.     (N)    083 48 02.     (W)     SCALED    
 GA2264* NAVD 88     -       324.190  (meters)    1063.61   (feet)  ADJUSTED  
 GA2264  ___________________________________________________________________
 GA2264  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2264  DYNAMIC HT  -         323.895 (meters)    1062.65  (feet)  COMP
 GA2264  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 GA2264
 GA2264  VERT ORDER  -  SECOND    CLASS 0
 GA2264
 GA2264.The horizontal coordinates were scaled from a topographic map and have
 GA2264.an estimated accuracy of +/- 6 seconds.
 GA2264
 GA2264.The orthometric height was determined by differential leveling
 GA2264.and adjusted by the National Geodetic Survey in June 1991..
 GA2264
 GA2264.The geoid height was determined by GEOID03.
 GA2264
 GA2264.The dynamic height is computed by dividing the NAVD 88
 GA2264.geopotential number by the normal gravity value computed on the
 GA2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2264.degrees latitude (g = 980.6199 gals.).
 GA2264
 GA2264.The modeled gravity was interpolated from observed gravity values.
 GA2264
 GA2264;                    North         East    Units  Estimated Accuracy
 GA2264;SPC TN       -   219,010.      797,570.      MT  (+/- 180 meters Scaled)
 GA2264
 GA2264                          SUPERSEDED SURVEY CONTROL
 GA2264
 GA2264  NGVD 29 (??/??/92)  324.277  (m)         1063.90   (f) ADJ UNCH    2 0
 GA2264
 GA2264.Superseded values are not recommended for survey control.
 GA2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2264.See file dsdata.txt to determine how the superseded data were derived.
 GA2264
 GA2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA484194(NAD 83)
 GA2264_MARKER: DB = BENCH MARK DISK
 GA2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2264_STAMPING: E 132 1936
 GA2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2264+STABILITY: SURFACE MOTION
 GA2264
 GA2264  HISTORY     - Date     Condition        Report By
 GA2264  HISTORY     - 1936     MONUMENTED       CGS
 GA2264  HISTORY     - 1949     GOOD             NGS
 GA2264  HISTORY     - 1966     MARK NOT FOUND   NGS
 GA2264
 GA2264                          STATION DESCRIPTION
 GA2264
 GA2264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2264'AT ESCO.
 GA2264'AT ESCO, UNION COUNTY, ON THE HICKORY VALLEY ROAD, AT THE
 GA2264'CROSSROADS, 75 YARDS NORTH OF THE ESCO SERVICE STATION, 57
 GA2264'FEET WEST OF THE FALL CREEK CROSSING, OPPOSITE THE END OF THE
 GA2264'ROAD, 20 FEET WEST OF THE CENTERLINE OF OLD STATE HIGHWAY 33,
 GA2264'AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED E 132 1936 AND
 GA2264'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS
 GA2264'SEARCHED FOR BUT NOT RECOVERED IN OCTOBER 1949.
 GA2264
 GA2264                          STATION RECOVERY (1966)
 GA2264
 GA2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0135 ***********************************************************************
 FC0135  DESIGNATION -  E 133
 FC0135  PID         -  FC0135
 FC0135  STATE/COUNTY-  TN/LOUDON
 FC0135  USGS QUAD   -  LENOIR CITY (1986)
 FC0135
 FC0135                         *CURRENT SURVEY CONTROL
 FC0135  ___________________________________________________________________
 FC0135* NAD 83(1986)-  35 50 11.     (N)    084 17 38.     (W)     SCALED    
 FC0135* NAVD 88     -       282.140  (meters)     925.65   (feet)  ADJUSTED  
 FC0135  ___________________________________________________________________
 FC0135  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0135  DYNAMIC HT  -         281.872 (meters)     924.78  (feet)  COMP
 FC0135  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 FC0135
 FC0135  VERT ORDER  -  SECOND    CLASS 0
 FC0135
 FC0135.The horizontal coordinates were scaled from a topographic map and have
 FC0135.an estimated accuracy of +/- 6 seconds.
 FC0135
 FC0135.The orthometric height was determined by differential leveling
 FC0135.and adjusted by the National Geodetic Survey in June 1991..
 FC0135
 FC0135.The geoid height was determined by GEOID03.
 FC0135
 FC0135.The dynamic height is computed by dividing the NAVD 88
 FC0135.geopotential number by the normal gravity value computed on the
 FC0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0135.degrees latitude (g = 980.6199 gals.).
 FC0135
 FC0135.The modeled gravity was interpolated from observed gravity values.
 FC0135
 FC0135;                    North         East    Units  Estimated Accuracy
 FC0135;SPC TN       -   168,110.      754,130.      MT  (+/- 180 meters Scaled)
 FC0135
 FC0135                          SUPERSEDED SURVEY CONTROL
 FC0135
 FC0135  NGVD 29 (??/??/92)  282.250  (m)          926.02   (f) ADJ UNCH    2 0
 FC0135
 FC0135.Superseded values are not recommended for survey control.
 FC0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0135.See file dsdata.txt to determine how the superseded data were derived.
 FC0135
 FC0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE444691(NAD 83)
 FC0135_MARKER: DD = SURVEY DISK
 FC0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0135_STAMPING: E 133 1936
 FC0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0135+STABILITY: SURFACE MOTION
 FC0135
 FC0135  HISTORY     - Date     Condition        Report By
 FC0135  HISTORY     - 1936     MONUMENTED       TVA
 FC0135  HISTORY     - 1968     MARK NOT FOUND   TVA
 FC0135  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FC0135
 FC0135                          STATION DESCRIPTION
 FC0135
 FC0135'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0135'4 MI NW FROM LENOIR CITY.
 FC0135'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE SOUTHERN
 FC0135'RAILWAY STATION AT LENOIR CITY, AT EATON CROSS ROADS, 54 YARDS
 FC0135'SOUTHEAST OF THE CENTER OF THE JUNCTION WITH U.S. HIGHWAY 70,
 FC0135'66 YARDS NORTHWEST OF A HIGH SCHOOL ENTRANCE, 91 FEET SOUTHEAST
 FC0135'OF A STORE, 65 FEET SOUTH OF THE CENTERLINE OF A LANE LEADING
 FC0135'TO THE SCHOOL, 12 YARDS SOUTH OF POLE 96, AND 34 FEET SOUTHWEST
 FC0135'OF THE CENTERLINE OF STATE HIGHWAY 95.  A TENNESSEE VALLEY
 FC0135'AUTHORITY STANDARD DISK, STAMPED E 133 1936 AND SET IN THE TOP
 FC0135'OF A CONCRETE POST.
 FC0135
 FC0135                          STATION RECOVERY (1968)
 FC0135
 FC0135'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 FC0135'MARK NOT FOUND.
 FC0135
 FC0135                          STATION RECOVERY (1969)
 FC0135
 FC0135'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FC0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0722 ***********************************************************************
 GD0722  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0722  DESIGNATION -  E 134
 GD0722  PID         -  GD0722
 GD0722  STATE/COUNTY-  TN/LAKE
 GD0722  USGS QUAD   -  TIPTONVILLE (1981)
 GD0722
 GD0722                         *CURRENT SURVEY CONTROL
 GD0722  ___________________________________________________________________
 GD0722* NAD 83(1995)-  36 26 04.60068(N)    089 28 38.83163(W)     ADJUSTED  
 GD0722* NAVD 88     -        93.53   (meters)     306.9    (feet)  GPS OBS   
 GD0722  ___________________________________________________________________
 GD0722  X           -      46,854.701 (meters)                     COMP
 GD0722  Y           -  -5,137,343.379 (meters)                     COMP
 GD0722  Z           -   3,767,137.938 (meters)                     COMP
 GD0722  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 GD0722  ELLIP HEIGHT-          65.10  (meters)          (05/31/05) GPS OBS
 GD0722  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0722  DYNAMIC HT  -          93.45  (meters)     306.6   (feet)  COMP
 GD0722  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 GD0722
 GD0722  HORZ ORDER  -  FIRST
 GD0722  VERT ORDER  -  THIRD (See Below)
 GD0722  ELLP ORDER  -  FOURTH    CLASS II
 GD0722
 GD0722.The horizontal coordinates were established by GPS observations
 GD0722.and adjusted by the National Geodetic Survey in May 2005..
 GD0722
 GD0722.The orthometric height was determined by GPS observations and a
 GD0722.high-resolution geoid model using precise GPS observation and
 GD0722.processing techniques. It supersedes the leveled height previously
 GD0722.determined for this station.
 GD0722.The vertical order pertains to the first NAVD 88 superseded value.
 GD0722
 GD0722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0722
 GD0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0722
 GD0722.The ellipsoidal height was determined by GPS observations
 GD0722.and is referenced to NAD 83.
 GD0722
 GD0722.The geoid height was determined by GEOID03.
 GD0722
 GD0722.The dynamic height is computed by dividing the NAVD 88
 GD0722.geopotential number by the normal gravity value computed on the
 GD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0722.degrees latitude (g = 980.6199 gals.).
 GD0722
 GD0722.The modeled gravity was interpolated from observed gravity values.
 GD0722
 GD0722;                    North         East     Units Scale Factor Converg.
 GD0722;SPC TN       -   238,679.014   288,253.986   MT  1.00000323   -2 02 09.0
 GD0722;SPC TN       -   783,066.07    945,713.29   sFT  1.00000323   -2 02 09.0
 GD0722;UTM  16      - 4,035,007.467   277,924.051   MT  1.00020767   -1 28 19.1
 GD0722
 GD0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0722!SPC TN       -   0.99998978  x   1.00000323  =   0.99999301
 GD0722!UTM  16      -   0.99998978  x   1.00020767  =   1.00019745
 GD0722
 GD0722                          SUPERSEDED SURVEY CONTROL
 GD0722
 GD0722  NAVD 88 (??/??/92)   93.494  (m)          306.74   (f) POSTED      3  
 GD0722  NGVD 29 (??/??/??)   93.408  (m)          306.46   (f) ADJUSTED    1 2
 GD0722
 GD0722.Superseded values are not recommended for survey control.
 GD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0722.See file dsdata.txt to determine how the superseded data were derived.
 GD0722
 GD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7792435007(NAD 83)
 GD0722_MARKER: DB = BENCH MARK DISK
 GD0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0722_STAMPING: E 134 1957
 GD0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0722+STABILITY: SURFACE MOTION
 GD0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0722+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD0722
 GD0722  HISTORY     - Date     Condition        Report By
 GD0722  HISTORY     - 1957     MONUMENTED       CGS
 GD0722  HISTORY     - 20020801 GOOD             USACE
 GD0722  HISTORY     - 20030710 GOOD             EMCINC
 GD0722
 GD0722                          STATION DESCRIPTION
 GD0722
 GD0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0722'0.6 MI S FROM CATES.
 GD0722'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 GD0722'OF EAST-WEST PAVED ROAD AT CATES, AT AN EAST-WEST GRAVEL ROAD
 GD0722'CROSSING AT CRONANVILLE, 31 FEET EAST OF CENTER LINE OF HIGHWAY,
 GD0722'15 FEET NORTH OF CENTER LINE OF GRAVEL ROAD, 33 FEET NORTHEAST
 GD0722'OF CENTER OF INTERSECTION, 2 FEET EAST OF A POWER POLE WITH A
 GD0722'GUY WIRE, 1 1/2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 2
 GD0722'FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GD0722'POST PROJECTING 3 INCHES.
 GD0722
 GD0722                          STATION RECOVERY (2002)
 GD0722
 GD0722'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0722'RECOVERED IN GOOD CONDITION.
 GD0722
 GD0722                          STATION RECOVERY (2003)
 GD0722
 GD0722'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0722'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0810 ***********************************************************************
 GD0810  DESIGNATION -  E 135
 GD0810  PID         -  GD0810
 GD0810  STATE/COUNTY-  TN/DYER
 GD0810  USGS QUAD   -  DYERSBURG (1983)
 GD0810
 GD0810                         *CURRENT SURVEY CONTROL
 GD0810  ___________________________________________________________________
 GD0810* NAD 83(1986)-  36 02 11.     (N)    089 25 46.     (W)     SCALED    
 GD0810* NAVD 88     -        83.995  (meters)     275.57   (feet)  ADJUSTED  
 GD0810  ___________________________________________________________________
 GD0810  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0810  DYNAMIC HT  -          83.924 (meters)     275.34  (feet)  COMP
 GD0810  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GD0810
 GD0810  VERT ORDER  -  SECOND    CLASS 0
 GD0810
 GD0810.The horizontal coordinates were scaled from a topographic map and have
 GD0810.an estimated accuracy of +/- 6 seconds.
 GD0810
 GD0810.The orthometric height was determined by differential leveling
 GD0810.and adjusted by the National Geodetic Survey in June 1991..
 GD0810
 GD0810.The geoid height was determined by GEOID03.
 GD0810
 GD0810.The dynamic height is computed by dividing the NAVD 88
 GD0810.geopotential number by the normal gravity value computed on the
 GD0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0810.degrees latitude (g = 980.6199 gals.).
 GD0810
 GD0810.The modeled gravity was interpolated from observed gravity values.
 GD0810
 GD0810;                    North         East    Units  Estimated Accuracy
 GD0810;SPC TN       -   194,370.      291,010.      MT  (+/- 180 meters Scaled)
 GD0810
 GD0810                          SUPERSEDED SURVEY CONTROL
 GD0810
 GD0810  NGVD 29 (??/??/??)   83.925  (m)          275.34   (f) ADJUSTED    2 0
 GD0810
 GD0810.Superseded values are not recommended for survey control.
 GD0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0810.See file dsdata.txt to determine how the superseded data were derived.
 GD0810
 GD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE811907(NAD 83)
 GD0810_MARKER: DB = BENCH MARK DISK
 GD0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0810_STAMPING: E 135 1957
 GD0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0810+STABILITY: SURFACE MOTION
 GD0810
 GD0810  HISTORY     - Date     Condition        Report By
 GD0810  HISTORY     - 1957     MONUMENTED       CGS
 GD0810  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0810
 GD0810                          STATION DESCRIPTION
 GD0810
 GD0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0810'2.9 MI E FROM FINLEY.
 GD0810'ABOUT 2.9 MILES EAST ALONG STATE HIGHWAY 20 FROM THE METHODIST
 GD0810'CHURCH AT FINLEY, ABOUT 2.45 MILES WEST OF THE POST OFFICE AT
 GD0810'DYERSBURG, ABOUT 0.7 MILE EAST OF CROSSING OF THE ILLINOIS
 GD0810'CENTRAL RAILROAD, AT A WHITE FRAME HOUSE, 18 FEET SOUTH OF
 GD0810'CENTER LINE OF HIGHWAY, 69 1/2 FEET NORTHWEST OF NORTHWEST CORNER
 GD0810'OF HOUSE, 21 FEET NORTH OF A 12-INCH ELM TREE, 70 FEET NORTHWEST
 GD0810'OF AN 18-INCH MULBERRY TREE, 3 FEET WEST OF A FENCE CORNER, 1
 GD0810'FOOT NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A CONCRETE WITNESS
 GD0810'POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GD0810'POST PROJECTING 2 INCHES.
 GD0810
 GD0810                          STATION RECOVERY (2002)
 GD0810
 GD0810'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0810'SUSPECTED DESTROYED AND IS NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0829 ***********************************************************************
 FC0829  DESIGNATION -  E 15
 FC0829  PID         -  FC0829
 FC0829  STATE/COUNTY-  TN/RHEA
 FC0829  USGS QUAD   -  EVENSVILLE (1990)
 FC0829
 FC0829                         *CURRENT SURVEY CONTROL
 FC0829  ___________________________________________________________________
 FC0829* NAD 83(1986)-  35 31 58.     (N)    084 54 33.     (W)     SCALED    
 FC0829* NAVD 88     -       212.601  (meters)     697.51   (feet)  ADJUSTED  
 FC0829  ___________________________________________________________________
 FC0829  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0829  DYNAMIC HT  -         212.400 (meters)     696.85  (feet)  COMP
 FC0829  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 FC0829
 FC0829  VERT ORDER  -  SECOND    CLASS 0
 FC0829
 FC0829.The horizontal coordinates were scaled from a topographic map and have
 FC0829.an estimated accuracy of +/- 6 seconds.
 FC0829
 FC0829.The orthometric height was determined by differential leveling
 FC0829.and adjusted by the National Geodetic Survey in June 1991..
 FC0829
 FC0829.The geoid height was determined by GEOID03.
 FC0829
 FC0829.The dynamic height is computed by dividing the NAVD 88
 FC0829.geopotential number by the normal gravity value computed on the
 FC0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0829.degrees latitude (g = 980.6199 gals.).
 FC0829
 FC0829.The modeled gravity was interpolated from observed gravity values.
 FC0829
 FC0829;                    North         East    Units  Estimated Accuracy
 FC0829;SPC TN       -   133,630.      698,930.      MT  (+/- 180 meters Scaled)
 FC0829
 FC0829                          SUPERSEDED SURVEY CONTROL
 FC0829
 FC0829  NGVD 29 (??/??/92)  212.679  (m)          697.76   (f) ADJ UNCH    2 0
 FC0829
 FC0829.Superseded values are not recommended for survey control.
 FC0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0829.See file dsdata.txt to determine how the superseded data were derived.
 FC0829
 FC0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE895341(NAD 83)
 FC0829_MARKER: DB = BENCH MARK DISK
 FC0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0829_STAMPING: E 15 1933
 FC0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0829+STABILITY: SURFACE MOTION
 FC0829
 FC0829  HISTORY     - Date     Condition        Report By
 FC0829  HISTORY     - 1933     MONUMENTED       CGS
 FC0829  HISTORY     - 1949     GOOD             NGS
 FC0829
 FC0829                          STATION DESCRIPTION
 FC0829
 FC0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0829'7.2 MI E FROM DAYTON.
 FC0829'7.2 MILES EAST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA COUNTY,
 FC0829'AT WASHINGTON, 0.2 MILE WEST OF THE MAIN CROSS ROAD TO TOWN, ON
 FC0829'COUNTY PROPERTY, 175 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A
 FC0829'TWO-STORY HOUSE SOUTH OF THE HIGHWAY, 41 FEET SOUTHEAST OF THE
 FC0829'CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTHWEST OF A FENCE LINE.
 FC0829'A STANDARD DISK, STAMPED E 15 1933 AND SET IN THE TOP OF A
 FC0829'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0478 ***********************************************************************
 FE0478  DESIGNATION -  E 154
 FE0478  PID         -  FE0478
 FE0478  STATE/COUNTY-  TN/MCNAIRY
 FE0478  USGS QUAD   -  CHEWALLA (1983)
 FE0478
 FE0478                         *CURRENT SURVEY CONTROL
 FE0478  ___________________________________________________________________
 FE0478* NAD 83(1986)-  35 01 03.     (N)    088 39 52.     (W)     SCALED    
 FE0478* NAVD 88     -       122.559  (meters)     402.10   (feet)  ADJUSTED  
 FE0478  ___________________________________________________________________
 FE0478  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE0478  DYNAMIC HT  -         122.443 (meters)     401.72  (feet)  COMP
 FE0478  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 FE0478
 FE0478  VERT ORDER  -  FIRST     CLASS II
 FE0478
 FE0478.The horizontal coordinates were scaled from a topographic map and have
 FE0478.an estimated accuracy of +/- 6 seconds.
 FE0478
 FE0478.The orthometric height was determined by differential leveling
 FE0478.and adjusted by the National Geodetic Survey in June 1991..
 FE0478
 FE0478.The geoid height was determined by GEOID03.
 FE0478
 FE0478.The dynamic height is computed by dividing the NAVD 88
 FE0478.geopotential number by the normal gravity value computed on the
 FE0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0478.degrees latitude (g = 980.6199 gals.).
 FE0478
 FE0478.The modeled gravity was interpolated from observed gravity values.
 FE0478
 FE0478;                    North         East    Units  Estimated Accuracy
 FE0478;SPC TN       -    79,220.      356,840.      MT  (+/- 180 meters Scaled)
 FE0478
 FE0478                          SUPERSEDED SURVEY CONTROL
 FE0478
 FE0478  NGVD 29 (??/??/??)  122.546  (m)          402.05   (f) ADJUSTED    1 2
 FE0478
 FE0478.Superseded values are not recommended for survey control.
 FE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0478.See file dsdata.txt to determine how the superseded data were derived.
 FE0478
 FE0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD481762(NAD 83)
 FE0478_MARKER: DB = BENCH MARK DISK
 FE0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0478_STAMPING: E 154 1944
 FE0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0478+STABILITY: SURFACE MOTION
 FE0478
 FE0478  HISTORY     - Date     Condition        Report By
 FE0478  HISTORY     - 1944     MONUMENTED       CGS
 FE0478  HISTORY     - 1972     GOOD             TVA
 FE0478
 FE0478                          STATION DESCRIPTION
 FE0478
 FE0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0478'1 MI W FROM CHEWALLA.
 FE0478'1.0 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0478'CHEWALLA, MCNAIRY  COUNTY, 10 RAILS WEST OF MILEPOST 469, 31 FEET
 FE0478'NORTH OF THE CENTERLINE OF THE TRACK, 9 FEET NORTHWEST OF A
 FE0478'POLE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 FE0478'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED E 154
 FE0478'1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABUT
 FE0478'0.6 FOOT ABOVE GROUND.  NOTE-- 9 RAILS W OF MI POST 468. 12 RAILS
 FE0478'W FROM CENTERLINE OF SMALL TRESTLE, 18.0 FT S OF 18 IN TWIN
 FE0478'SYCAMORE (PAINTED CROSS) 15.0 S 65 W OF 15 IN SWEETGUM (PAINTED
 FE0478'CROSS)
 FE0478
 FE0478                          STATION RECOVERY (1972)
 FE0478
 FE0478'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0454 ***********************************************************************
 FE0454  DESIGNATION -  E 155
 FE0454  PID         -  FE0454
 FE0454  STATE/COUNTY-  TN/HARDEMAN
 FE0454  USGS QUAD   -  MIDDLETON (1980)
 FE0454
 FE0454                         *CURRENT SURVEY CONTROL
 FE0454  ___________________________________________________________________
 FE0454* NAD 83(1986)-  35 02 55.     (N)    088 57 26.     (W)     SCALED    
 FE0454* NAVD 88     -       139.740  (meters)     458.46   (feet)  ADJUSTED  
 FE0454  ___________________________________________________________________
 FE0454  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE0454  DYNAMIC HT  -         139.607 (meters)     458.03  (feet)  COMP
 FE0454  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 FE0454
 FE0454  VERT ORDER  -  FIRST     CLASS II
 FE0454
 FE0454.The horizontal coordinates were scaled from a topographic map and have
 FE0454.an estimated accuracy of +/- 6 seconds.
 FE0454
 FE0454.The orthometric height was determined by differential leveling
 FE0454.and adjusted by the National Geodetic Survey in June 1991..
 FE0454
 FE0454.The geoid height was determined by GEOID03.
 FE0454
 FE0454.The dynamic height is computed by dividing the NAVD 88
 FE0454.geopotential number by the normal gravity value computed on the
 FE0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0454.degrees latitude (g = 980.6199 gals.).
 FE0454
 FE0454.The modeled gravity was interpolated from observed gravity values.
 FE0454
 FE0454;                    North         East    Units  Estimated Accuracy
 FE0454;SPC TN       -    83,440.      330,230.      MT  (+/- 180 meters Scaled)
 FE0454
 FE0454                          SUPERSEDED SURVEY CONTROL
 FE0454
 FE0454  NGVD 29 (??/??/??)  139.701  (m)          458.34   (f) ADJUSTED    1 2
 FE0454
 FE0454.Superseded values are not recommended for survey control.
 FE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0454.See file dsdata.txt to determine how the superseded data were derived.
 FE0454
 FE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD214801(NAD 83)
 FE0454_MARKER: DD = SURVEY DISK
 FE0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0454_STAMPING: E 155 1944
 FE0454_MARK LOGO: TNGS  
 FE0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0454+STABILITY: SURFACE MOTION
 FE0454
 FE0454  HISTORY     - Date     Condition        Report By
 FE0454  HISTORY     - 1944     MONUMENTED       TNGS
 FE0454  HISTORY     - 1944     GOOD             CGS
 FE0454  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0454
 FE0454                          STATION DESCRIPTION
 FE0454
 FE0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0454'1.1 MI E FROM ROGERS SPRINGS.
 FE0454'1.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE0454'AT ROGERS SPRINGS, HARDEMAN COUNTY, 400 FEET EAST OF A STATION-ONE
 FE0454'MILE SIGN, AT A TRACK-ROAD CROSSING, 50 FEET WEST OF THE CENTERLINE
 FE0454'OF THE ROAD.  32 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 FE0454'4 FEET NORTH OF A POWER-TRANSMISSION LINE POLE, 2 FEET NORTH
 FE0454'OF A WHITE WOODEN WITNESS POST, AND 2-1/2 FEET LOWER THAN THE
 FE0454'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED E 155 1944 AND SET
 FE0454'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FE0454
 FE0454                          STATION RECOVERY (1983)
 FE0454
 FE0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0454'NOT RECOVERED.  POSSIBLY BULLDOZED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1004 ***********************************************************************
 FE1004  DESIGNATION -  E 156
 FE1004  PID         -  FE1004
 FE1004  STATE/COUNTY-  TN/HARDEMAN
 FE1004  USGS QUAD   -  SAULSBURY (1981)
 FE1004
 FE1004                         *CURRENT SURVEY CONTROL
 FE1004  ___________________________________________________________________
 FE1004* NAD 83(1986)-  35 02 49.     (N)    089 04 42.     (W)     SCALED    
 FE1004* NAVD 88     -       148.621  (meters)     487.60   (feet)  ADJUSTED  
 FE1004  ___________________________________________________________________
 FE1004  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE1004  DYNAMIC HT  -         148.480 (meters)     487.14  (feet)  COMP
 FE1004  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FE1004
 FE1004  VERT ORDER  -  FIRST     CLASS II
 FE1004
 FE1004.The horizontal coordinates were scaled from a topographic map and have
 FE1004.an estimated accuracy of +/- 6 seconds.
 FE1004
 FE1004.The orthometric height was determined by differential leveling
 FE1004.and adjusted by the National Geodetic Survey in June 1991..
 FE1004
 FE1004.The geoid height was determined by GEOID03.
 FE1004
 FE1004.The dynamic height is computed by dividing the NAVD 88
 FE1004.geopotential number by the normal gravity value computed on the
 FE1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1004.degrees latitude (g = 980.6199 gals.).
 FE1004
 FE1004.The modeled gravity was interpolated from observed gravity values.
 FE1004
 FE1004;                    North         East    Units  Estimated Accuracy
 FE1004;SPC TN       -    83,590.      319,180.      MT  (+/- 180 meters Scaled)
 FE1004
 FE1004                          SUPERSEDED SURVEY CONTROL
 FE1004
 FE1004  NGVD 29 (??/??/??)  148.569  (m)          487.43   (f) ADJUSTED    1 2
 FE1004
 FE1004.Superseded values are not recommended for survey control.
 FE1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1004.See file dsdata.txt to determine how the superseded data were derived.
 FE1004
 FE1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD104802(NAD 83)
 FE1004_MARKER: DB = BENCH MARK DISK
 FE1004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1004_SP_SET: CULVERT
 FE1004_STAMPING: E 156 1944
 FE1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1004+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 FE1004
 FE1004  HISTORY     - Date     Condition        Report By
 FE1004  HISTORY     - 1944     MONUMENTED       CGS
 FE1004  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1004  HISTORY     - 20020923 GOOD             USACE
 FE1004
 FE1004                          STATION DESCRIPTION
 FE1004
 FE1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1004'0.5 MI E FROM SAULSBURY.
 FE1004'0.5 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1004'SAULSBURY, HARDEMAN COUNTY, 0.4 MILE EAST OF MILEPOST 494, AT
 FE1004'A LARGE STONE-ARCH CULVERT, IN THE TOP OF THE SOUTHEAST CORNER,
 FE1004'35 FEET SOUTH OF THE CENTERLINE OF THE TRACK AND ABOUT 20 FEET
 FE1004'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 156 1944.
 FE1004
 FE1004                          STATION RECOVERY (1983)
 FE1004
 FE1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1004'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG HIGHWAY 57.
 FE1004
 FE1004                          STATION RECOVERY (2002)
 FE1004
 FE1004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1156 ***********************************************************************
 FE1156  DESIGNATION -  E 157
 FE1156  PID         -  FE1156
 FE1156  STATE/COUNTY-  TN/FAYETTE
 FE1156  USGS QUAD   -  ROSSVILLE (1981)
 FE1156
 FE1156                         *CURRENT SURVEY CONTROL
 FE1156  ___________________________________________________________________
 FE1156* NAD 83(1986)-  35 03 06.     (N)    089 31 06.     (W)     SCALED    
 FE1156* NAVD 88     -        96.553  (meters)     316.77   (feet)  ADJUSTED  
 FE1156  ___________________________________________________________________
 FE1156  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1156  DYNAMIC HT  -          96.463 (meters)     316.48  (feet)  COMP
 FE1156  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FE1156
 FE1156  VERT ORDER  -  FIRST     CLASS II
 FE1156
 FE1156.The horizontal coordinates were scaled from a topographic map and have
 FE1156.an estimated accuracy of +/- 6 seconds.
 FE1156
 FE1156.The orthometric height was determined by differential leveling
 FE1156.and adjusted by the National Geodetic Survey in June 1991..
 FE1156
 FE1156.The geoid height was determined by GEOID03.
 FE1156
 FE1156.The dynamic height is computed by dividing the NAVD 88
 FE1156.geopotential number by the normal gravity value computed on the
 FE1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1156.degrees latitude (g = 980.6199 gals.).
 FE1156
 FE1156.The modeled gravity was interpolated from observed gravity values.
 FE1156
 FE1156;                    North         East    Units  Estimated Accuracy
 FE1156;SPC TN       -    85,470.      279,080.      MT  (+/- 180 meters Scaled)
 FE1156
 FE1156                          SUPERSEDED SURVEY CONTROL
 FE1156
 FE1156  NGVD 29 (??/??/??)   96.499  (m)          316.60   (f) ADJUSTED    1 2
 FE1156
 FE1156.Superseded values are not recommended for survey control.
 FE1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1156.See file dsdata.txt to determine how the superseded data were derived.
 FE1156
 FE1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD703816(NAD 83)
 FE1156_MARKER: DB = BENCH MARK DISK
 FE1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1156_SP_SET: CONCRETE BASE
 FE1156_STAMPING: E 157 1944
 FE1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1156
 FE1156  HISTORY     - Date     Condition        Report By
 FE1156  HISTORY     - 1944     MONUMENTED       CGS
 FE1156  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1156
 FE1156                          STATION DESCRIPTION
 FE1156
 FE1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1156'1.5 MI E FROM ROSSVILLE.
 FE1156'1.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1156'ROSSVILLE, FAYETTE COUNTY, MIDWAY BETWEEN MILEPOSTS 519 AND 520,
 FE1156'AT BLOCK SIGNAL 5196 A, IN THE NORTH SIDE OF THE CONCRETE
 FE1156'BASE, 13 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 FE1156'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 157 1944 AND
 FE1156'SET VERTICALLY.
 FE1156
 FE1156                          STATION RECOVERY (1983)
 FE1156
 FE1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1156'NOT SEARCHED FOR, MAIN LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0545 ***********************************************************************
 FE0545  DESIGNATION -  E 158
 FE0545  PID         -  FE0545
 FE0545  STATE/COUNTY-  TN/MCNAIRY
 FE0545  USGS QUAD   -  PURDY (1984)
 FE0545
 FE0545                         *CURRENT SURVEY CONTROL
 FE0545  ___________________________________________________________________
 FE0545* NAD 83(1986)-  35 09 31.     (N)    088 35 56.     (W)     SCALED    
 FE0545* NAVD 88     -       132.773  (meters)     435.61   (feet)  ADJUSTED  
 FE0545  ___________________________________________________________________
 FE0545  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0545  DYNAMIC HT  -         132.649 (meters)     435.20  (feet)  COMP
 FE0545  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 FE0545
 FE0545  VERT ORDER  -  FIRST     CLASS II
 FE0545
 FE0545.The horizontal coordinates were scaled from a topographic map and have
 FE0545.an estimated accuracy of +/- 6 seconds.
 FE0545
 FE0545.The orthometric height was determined by differential leveling
 FE0545.and adjusted by the National Geodetic Survey in June 1991..
 FE0545
 FE0545.The geoid height was determined by GEOID03.
 FE0545
 FE0545.The dynamic height is computed by dividing the NAVD 88
 FE0545.geopotential number by the normal gravity value computed on the
 FE0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0545.degrees latitude (g = 980.6199 gals.).
 FE0545
 FE0545.The modeled gravity was interpolated from observed gravity values.
 FE0545
 FE0545;                    North         East    Units  Estimated Accuracy
 FE0545;SPC TN       -    94,710.      363,240.      MT  (+/- 180 meters Scaled)
 FE0545
 FE0545                          SUPERSEDED SURVEY CONTROL
 FE0545
 FE0545  NGVD 29 (??/??/??)  132.768  (m)          435.59   (f) ADJUSTED    1 2
 FE0545
 FE0545.Superseded values are not recommended for survey control.
 FE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0545.See file dsdata.txt to determine how the superseded data were derived.
 FE0545
 FE0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD543918(NAD 83)
 FE0545_MARKER: DB = BENCH MARK DISK
 FE0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0545_STAMPING: E 158 1944
 FE0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0545+STABILITY: SURFACE MOTION
 FE0545
 FE0545  HISTORY     - Date     Condition        Report By
 FE0545  HISTORY     - 1944     MONUMENTED       CGS
 FE0545  HISTORY     - 1948     GOOD             CGS
 FE0545  HISTORY     - 1972     GOOD             TVA
 FE0545  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0545
 FE0545                          STATION DESCRIPTION
 FE0545
 FE0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0545'0.8 MI SW FROM SELMER.
 FE0545'ABOUT 0.85 MILE SOUTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0545'RAILROAD FROM THE STATION AT SELMER, ABOUT 0.1 MILE NORTH OF
 FE0545'MILE POST 347, 41 FEET EAST OF THE EAST RAIL, 5 FEET WEST OF THE
 FE0545'RIGHT-OF-WAY FENCE LINE, 6 FEET NORTH OF TELEGRAPH POLE NO. 26,
 FE0545'47 FEET SOUTH OF THE CENTER LINE OF A DIM ROAD ENTERING THE
 FE0545'RAILROAD RIGHT-OF-WAY FROM THE EAST, 2 FEET EAST OF THE LINE OF
 FE0545'POLES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 FE0545'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0545'4 INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET SOUTH OF MARKER.
 FE0545'ADD 13 RAILS N OF MI POST 347, 14 RAILS S OF STEEL POST WITH A
 FE0545'1 FT X 1 FT STEEL PLATE TRIANGLE WITH W PAINTED ON PLATE.
 FE0545
 FE0545                          STATION RECOVERY (1972)
 FE0545
 FE0545'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0545'RECOVERED IN GOOD CONDITION.
 FE0545
 FE0545                          STATION RECOVERY (2002)
 FE0545
 FE0545'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0545'NO SIGHT OF DIM ROAD FROM E, OTHER REFERENCES NOT VISIBLE. MARK IS IN
 FE0545'AREA BEHIND LARGE INDUSTRIAL AREA. MONUMENT POSSIBLY STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0493 ***********************************************************************
 FE0493  DESIGNATION -  E 159
 FE0493  PID         -  FE0493
 FE0493  STATE/COUNTY-  TN/CHESTER
 FE0493  USGS QUAD   -  HENDERSON (1983)
 FE0493
 FE0493                         *CURRENT SURVEY CONTROL
 FE0493  ___________________________________________________________________
 FE0493* NAD 83(1986)-  35 26 16.     (N)    088 38 32.     (W)     SCALED    
 FE0493* NAVD 88     -       131.649  (meters)     431.92   (feet)  ADJUSTED  
 FE0493  ___________________________________________________________________
 FE0493  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0493  DYNAMIC HT  -         131.529 (meters)     431.52  (feet)  COMP
 FE0493  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 FE0493
 FE0493  VERT ORDER  -  FIRST     CLASS II
 FE0493
 FE0493.The horizontal coordinates were scaled from a topographic map and have
 FE0493.an estimated accuracy of +/- 6 seconds.
 FE0493
 FE0493.The orthometric height was determined by differential leveling
 FE0493.and adjusted by the National Geodetic Survey in June 1991..
 FE0493
 FE0493.The geoid height was determined by GEOID03.
 FE0493
 FE0493.The dynamic height is computed by dividing the NAVD 88
 FE0493.geopotential number by the normal gravity value computed on the
 FE0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0493.degrees latitude (g = 980.6199 gals.).
 FE0493
 FE0493.The modeled gravity was interpolated from observed gravity values.
 FE0493
 FE0493;                    North         East    Units  Estimated Accuracy
 FE0493;SPC TN       -   125,780.      360,120.      MT  (+/- 180 meters Scaled)
 FE0493
 FE0493                          SUPERSEDED SURVEY CONTROL
 FE0493
 FE0493  NGVD 29 (??/??/??)  131.666  (m)          431.97   (f) ADJUSTED    1 2
 FE0493
 FE0493.Superseded values are not recommended for survey control.
 FE0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0493.See file dsdata.txt to determine how the superseded data were derived.
 FE0493
 FE0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE509228(NAD 83)
 FE0493_MARKER: DB = BENCH MARK DISK
 FE0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0493_SP_SET: PIER
 FE0493_STAMPING: E 159 1944
 FE0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0493+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE0493
 FE0493  HISTORY     - Date     Condition        Report By
 FE0493  HISTORY     - 1944     MONUMENTED       CGS
 FE0493  HISTORY     - 1948     GOOD             CGS
 FE0493  HISTORY     - 1972     GOOD             TVA
 FE0493  HISTORY     - 20020529 GOOD             USACE
 FE0493
 FE0493                          STATION DESCRIPTION
 FE0493
 FE0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0493'0.1 MI NW FROM HENDERSON.
 FE0493'ABOUT 0.1 MILE NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0493'FROM THE STATION AT HENDERSON, 70 YARDS SOUTH OF MILE POST
 FE0493'369, SET IN THE NORTHEAST FACE OF THE SOUTHWEST PIER OF CITY
 FE0493'ROUTE HIGHWAY 45 CONCRETE OVERPASS OVER THE RAILROAD, 3.8 FEET
 FE0493'ABOVE THE GROUND, 21 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 FE0493'MAIN TRACK, 2.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE PIER
 FE0493'AND SET VERTICALLY IN A DRILL HOLE.
 FE0493
 FE0493                          STATION RECOVERY (1972)
 FE0493
 FE0493'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0493'RECOVERED IN GOOD CONDITION.
 FE0493
 FE0493                          STATION RECOVERY (2002)
 FE0493
 FE0493'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0504 ***********************************************************************
 FC0504  DESIGNATION -  E 16
 FC0504  PID         -  FC0504
 FC0504  STATE/COUNTY-  TN/POLK
 FC0504  USGS QUAD   -  OSWALD DOME (1967)
 FC0504
 FC0504                         *CURRENT SURVEY CONTROL
 FC0504  ___________________________________________________________________
 FC0504* NAD 83(1986)-  35 14 00.     (N)    084 32 42.     (W)     SCALED    
 FC0504* NAVD 88     -       226.275  (meters)     742.37   (feet)  ADJUSTED  
 FC0504  ___________________________________________________________________
 FC0504  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC0504  DYNAMIC HT  -         226.054 (meters)     741.65  (feet)  COMP
 FC0504  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC0504
 FC0504  VERT ORDER  -  SECOND    CLASS 0
 FC0504
 FC0504.The horizontal coordinates were scaled from a topographic map and have
 FC0504.an estimated accuracy of +/- 6 seconds.
 FC0504
 FC0504.The orthometric height was determined by differential leveling
 FC0504.and adjusted by the National Geodetic Survey in June 1991..
 FC0504
 FC0504.The geoid height was determined by GEOID03.
 FC0504
 FC0504.The dynamic height is computed by dividing the NAVD 88
 FC0504.geopotential number by the normal gravity value computed on the
 FC0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0504.degrees latitude (g = 980.6199 gals.).
 FC0504
 FC0504.The modeled gravity was interpolated from observed gravity values.
 FC0504
 FC0504;                    North         East    Units  Estimated Accuracy
 FC0504;SPC TN       -   100,840.      732,440.      MT  (+/- 180 meters Scaled)
 FC0504
 FC0504                          SUPERSEDED SURVEY CONTROL
 FC0504
 FC0504  NGVD 29 (??/??/92)  226.347  (m)          742.61   (f) ADJ UNCH    2 0
 FC0504
 FC0504.Superseded values are not recommended for survey control.
 FC0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0504.See file dsdata.txt to determine how the superseded data were derived.
 FC0504
 FC0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE234016(NAD 83)
 FC0504_MARKER: DB = BENCH MARK DISK
 FC0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0504_STAMPING: E 16 1933
 FC0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0504+STABILITY: SURFACE MOTION
 FC0504
 FC0504  HISTORY     - Date     Condition        Report By
 FC0504  HISTORY     - 1933     MONUMENTED       CGS
 FC0504  HISTORY     - 1949     GOOD             NGS
 FC0504
 FC0504                          STATION DESCRIPTION
 FC0504
 FC0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0504'1.8 MI S FROM WETMORE.
 FC0504'1.8 MILES SOUTH ALONG THE OLD MAIN LINE OF THE LOUISVILLE AND
 FC0504'NASHVILLE RAILROAD FROM WETMORE, POLK COUNTY, 1/4 MILE SOUTH
 FC0504'OF MILEPOST L 341, AT AUSTRAL, 165 FEET SOUTHEAST OF THE SOUTHEAST
 FC0504'CORNER OF THE STATION, AND 16.4 FEET NORTHEAST OF THE NORTHEAST
 FC0504'RAIL.  A STANDARD DISK, STAMPED E 16 1933 SET IN THE TOP
 FC0504'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0712 ***********************************************************************
 FE0712  DESIGNATION -  E 160
 FE0712  PID         -  FE0712
 FE0712  STATE/COUNTY-  TN/MADISON
 FE0712  USGS QUAD   -  JACKSON NORTH (1983)
 FE0712
 FE0712                         *CURRENT SURVEY CONTROL
 FE0712  ___________________________________________________________________
 FE0712* NAD 83(1986)-  35 41 26.     (N)    088 47 28.     (W)     SCALED    
 FE0712* NAVD 88     -       126.423  (meters)     414.77   (feet)  ADJUSTED  
 FE0712  ___________________________________________________________________
 FE0712  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0712  DYNAMIC HT  -         126.311 (meters)     414.41  (feet)  COMP
 FE0712  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 FE0712
 FE0712  VERT ORDER  -  FIRST     CLASS II
 FE0712
 FE0712.The horizontal coordinates were scaled from a topographic map and have
 FE0712.an estimated accuracy of +/- 6 seconds.
 FE0712
 FE0712.The orthometric height was determined by differential leveling
 FE0712.and adjusted by the National Geodetic Survey in June 1991..
 FE0712
 FE0712.The geoid height was determined by GEOID03.
 FE0712
 FE0712.The dynamic height is computed by dividing the NAVD 88
 FE0712.geopotential number by the normal gravity value computed on the
 FE0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0712.degrees latitude (g = 980.6199 gals.).
 FE0712
 FE0712.The modeled gravity was interpolated from observed gravity values.
 FE0712
 FE0712;                    North         East    Units  Estimated Accuracy
 FE0712;SPC TN       -   154,180.      347,410.      MT  (+/- 180 meters Scaled)
 FE0712
 FE0712                          SUPERSEDED SURVEY CONTROL
 FE0712
 FE0712  NGVD 29 (??/??/??)  126.464  (m)          414.91   (f) ADJUSTED    1 2
 FE0712
 FE0712.Superseded values are not recommended for survey control.
 FE0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0712.See file dsdata.txt to determine how the superseded data were derived.
 FE0712
 FE0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE379511(NAD 83)
 FE0712_MARKER: DB = BENCH MARK DISK
 FE0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0712+STABILITY: SURFACE MOTION
 FE0712
 FE0712  HISTORY     - Date     Condition        Report By
 FE0712  HISTORY     - 1944     MONUMENTED       CGS
 FE0712  HISTORY     - 1959     GOOD             CGS
 FE0712
 FE0712                          STATION DESCRIPTION
 FE0712
 FE0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0712'1.6 MI S FROM OAKFIELD.
 FE0712'1.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0712'STATION AT OAKFIELD, 30 YARDS SOUTH OF MILEPOST C 465, AT THE
 FE0712'SOUTHEAST CORNER OF A CULTIVATED FIELD, AT AN ABANDONED FIELD
 FE0712'ROAD CROSSING, 23.5 FEET WEST OF THE WEST RAIL, 14 FEET NORTH
 FE0712'OF THE CENTERLINE OF THE ABANDONED ROAD, 3 FEET SOUTH OF A
 FE0712'TELEPHONE POLE, 1.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 FE0712'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0374 ***********************************************************************
 GD0374  DESIGNATION -  E 161
 GD0374  PID         -  GD0374
 GD0374  STATE/COUNTY-  TN/GIBSON
 GD0374  USGS QUAD   -  BRADFORD (1985)
 GD0374
 GD0374                         *CURRENT SURVEY CONTROL
 GD0374  ___________________________________________________________________
 GD0374* NAD 83(1986)-  36 02 45.     (N)    088 48 27.     (W)     SCALED    
 GD0374* NAVD 88     -       120.668  (meters)     395.89   (feet)  ADJUSTED  
 GD0374  ___________________________________________________________________
 GD0374  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0374  DYNAMIC HT  -         120.565 (meters)     395.55  (feet)  COMP
 GD0374  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 GD0374
 GD0374  VERT ORDER  -  FIRST     CLASS II
 GD0374
 GD0374.The horizontal coordinates were scaled from a topographic map and have
 GD0374.an estimated accuracy of +/- 6 seconds.
 GD0374
 GD0374.The orthometric height was determined by differential leveling
 GD0374.and adjusted by the National Geodetic Survey in June 1991..
 GD0374
 GD0374.The geoid height was determined by GEOID03.
 GD0374
 GD0374.The dynamic height is computed by dividing the NAVD 88
 GD0374.geopotential number by the normal gravity value computed on the
 GD0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0374.degrees latitude (g = 980.6199 gals.).
 GD0374
 GD0374.The modeled gravity was interpolated from observed gravity values.
 GD0374
 GD0374;                    North         East    Units  Estimated Accuracy
 GD0374;SPC TN       -   193,630.      347,060.      MT  (+/- 180 meters Scaled)
 GD0374
 GD0374                          SUPERSEDED SURVEY CONTROL
 GD0374
 GD0374  NGVD 29 (??/??/??)  120.709  (m)          396.03   (f) ADJUSTED    1 2
 GD0374
 GD0374.Superseded values are not recommended for survey control.
 GD0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0374.See file dsdata.txt to determine how the superseded data were derived.
 GD0374
 GD0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE371905(NAD 83)
 GD0374_MARKER: DB = BENCH MARK DISK
 GD0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0374_STAMPING: E 161 1944
 GD0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0374+STABILITY: SURFACE MOTION
 GD0374
 GD0374  HISTORY     - Date     Condition        Report By
 GD0374  HISTORY     - 1944     MONUMENTED       CGS
 GD0374  HISTORY     - 1948     GOOD             CGS
 GD0374  HISTORY     - 1967     GOOD             CGS
 GD0374  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GD0374
 GD0374                          STATION DESCRIPTION
 GD0374
 GD0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0374'2 MI S FROM BRADFORD.
 GD0374'ABOUT 2.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0374'THE STATION AT BRADFORD, 59 YARDS SOUTH OF MILE POST C 439, AT A
 GD0374'PUBLIC ROAD CROSSING, 26 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 96
 GD0374'FEET SOUTH OF THE CENTER OF THE CROSSING, 5.5 FEET
 GD0374'NORTH-NORTHEAST OF A TELEPHONE POLE AND 4 FEET EAST OF BING IN
 GD0374'LINE WITH THE ROW OF POLES, 87 FEET SOUTH OF A CROSSING SIGN, 2
 GD0374'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE
 GD0374'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0374'INCHES.  NOTE-- THE MARK IS NOW 0.6 OF A FOOT N OF A METAL
 GD0374'WITNESS POST AND SIGN.
 GD0374
 GD0374                          STATION RECOVERY (1967)
 GD0374
 GD0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0374'RECOVERED IN GOOD CONDITION.
 GD0374
 GD0374                          STATION RECOVERY (1990)
 GD0374
 GD0374'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1268 ***********************************************************************
 GA1268  DESIGNATION -  E 162
 GA1268  PID         -  GA1268
 GA1268  STATE/COUNTY-  TN/HAWKINS
 GA1268  USGS QUAD   -  CHURCH HILL (1991)
 GA1268
 GA1268                         *CURRENT SURVEY CONTROL
 GA1268  ___________________________________________________________________
 GA1268* NAD 83(1986)-  36 34 57.     (N)    082 39 00.     (W)     SCALED    
 GA1268* NAVD 88     -       416.103  (meters)    1365.16   (feet)  ADJUSTED  
 GA1268  ___________________________________________________________________
 GA1268  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA1268  DYNAMIC HT  -         415.730 (meters)    1363.94  (feet)  COMP
 GA1268  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 GA1268
 GA1268  VERT ORDER  -  FIRST     CLASS I
 GA1268
 GA1268.The horizontal coordinates were scaled from a topographic map and have
 GA1268.an estimated accuracy of +/- 6 seconds.
 GA1268
 GA1268.The orthometric height was determined by differential leveling
 GA1268.and adjusted by the National Geodetic Survey in June 1991..
 GA1268
 GA1268.The geoid height was determined by GEOID03.
 GA1268
 GA1268.The dynamic height is computed by dividing the NAVD 88
 GA1268.geopotential number by the normal gravity value computed on the
 GA1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1268.degrees latitude (g = 980.6199 gals.).
 GA1268
 GA1268.The modeled gravity was interpolated from observed gravity values.
 GA1268
 GA1268;                    North         East    Units  Estimated Accuracy
 GA1268;SPC TN       -   254,680.      899,760.      MT  (+/- 180 meters Scaled)
 GA1268
 GA1268                          SUPERSEDED SURVEY CONTROL
 GA1268
 GA1268  NGVD 29 (??/??/92)  416.246  (m)         1365.63   (f) ADJ UNCH    1 1
 GA1268
 GA1268.Superseded values are not recommended for survey control.
 GA1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1268.See file dsdata.txt to determine how the superseded data were derived.
 GA1268
 GA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA523498(NAD 83)
 GA1268_MARKER: DB = BENCH MARK DISK
 GA1268_SETTING: 66 = SET IN ROCK OUTCROP
 GA1268_SP_SET: ROCK OUTCROP
 GA1268_STAMPING: E 162 1967
 GA1268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1268+STABILITY: POSITION/ELEVATION WELL
 GA1268
 GA1268  HISTORY     - Date     Condition        Report By
 GA1268  HISTORY     - 1967     MONUMENTED       CGS
 GA1268
 GA1268                          STATION DESCRIPTION
 GA1268
 GA1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1268'6.6 MI NE FROM CHURCH HILL.
 GA1268'ABOUT 6.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1268'RAILROAD FROM THE STATION AT CHURCHILL, 0.35 MILE SOUTHWEST OF
 GA1268'MILEPOST 47, AT THE SOUTHWEST END OF A CUT FOR THE RAILROAD, 65
 GA1268'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND
 GA1268'A GRAVELED ROAD, 8 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GA1268'THE TRACK, SET IN THE TOP OF A ROCK OUTCROP IN THE NORTHWEST BANK
 GA1268'OF THE CUT WHICH IS ABOUT 8 FEET HIGH, 36 FEET NORTHEAST OF THE
 GA1268'CROSSING OF THE RAILROAD AND A POWER LINE, AND ABOUT 1 1/2 FEET
 GA1268'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1846 ***********************************************************************
 GA1846  DESIGNATION -  E 163
 GA1846  PID         -  GA1846
 GA1846  STATE/COUNTY-  TN/HAWKINS
 GA1846  USGS QUAD   -  BULLS GAP (1976)
 GA1846
 GA1846                         *CURRENT SURVEY CONTROL
 GA1846  ___________________________________________________________________
 GA1846* NAD 83(1986)-  36 16 24.     (N)    083 04 02.     (W)     SCALED    
 GA1846* NAVD 88     -       350.462  (meters)    1149.81   (feet)  ADJUSTED  
 GA1846  ___________________________________________________________________
 GA1846  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1846  DYNAMIC HT  -         350.140 (meters)    1148.75  (feet)  COMP
 GA1846  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GA1846
 GA1846  VERT ORDER  -  FIRST     CLASS I
 GA1846
 GA1846.The horizontal coordinates were scaled from a topographic map and have
 GA1846.an estimated accuracy of +/- 6 seconds.
 GA1846
 GA1846.The orthometric height was determined by differential leveling
 GA1846.and adjusted by the National Geodetic Survey in June 1991..
 GA1846
 GA1846.The geoid height was determined by GEOID03.
 GA1846
 GA1846.The dynamic height is computed by dividing the NAVD 88
 GA1846.geopotential number by the normal gravity value computed on the
 GA1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1846.degrees latitude (g = 980.6199 gals.).
 GA1846
 GA1846.The modeled gravity was interpolated from observed gravity values.
 GA1846
 GA1846;                    North         East    Units  Estimated Accuracy
 GA1846;SPC TN       -   219,190.      863,470.      MT  (+/- 180 meters Scaled)
 GA1846
 GA1846                          SUPERSEDED SURVEY CONTROL
 GA1846
 GA1846  NGVD 29 (??/??/92)  350.617  (m)         1150.32   (f) ADJ UNCH    1 1
 GA1846
 GA1846.Superseded values are not recommended for survey control.
 GA1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1846.See file dsdata.txt to determine how the superseded data were derived.
 GA1846
 GA1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA143162(NAD 83)
 GA1846_MARKER: DB = BENCH MARK DISK
 GA1846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1846_SP_SET: CULVERT
 GA1846_STAMPING: E 163 1967
 GA1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1846
 GA1846  HISTORY     - Date     Condition        Report By
 GA1846  HISTORY     - 1967     MONUMENTED       CGS
 GA1846
 GA1846                          STATION DESCRIPTION
 GA1846
 GA1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1846'1.8 MI NE FROM BULLS GAP.
 GA1846'ABOUT 1.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1846'RAILROAD FROM THE STATION AT BULLS GAP, 1.0 MILE SOUTHWEST OF
 GA1846'THE WHITE HORN STATION SIGN, 92 FEET SOUTHWEST OF MILEPOST 85,
 GA1846'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 GA1846'HEAD WALL OF A DOUBLE CHANNEL CULVERT UNDER THE TRACK, 6 FEET
 GA1846'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND ABOUT 1 1/2
 GA1846'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1756 ***********************************************************************
 GA1756  DESIGNATION -  E 164
 GA1756  PID         -  GA1756
 GA1756  STATE/COUNTY-  TN/COCKE
 GA1756  USGS QUAD   -  RANKIN (1980)
 GA1756
 GA1756                         *CURRENT SURVEY CONTROL
 GA1756  ___________________________________________________________________
 GA1756* NAD 83(1986)-  36 04 07.     (N)    083 13 58.     (W)     SCALED    
 GA1756* NAVD 88     -       309.219  (meters)    1014.50   (feet)  ADJUSTED  
 GA1756  ___________________________________________________________________
 GA1756  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1756  DYNAMIC HT  -         308.931 (meters)    1013.55  (feet)  COMP
 GA1756  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 GA1756
 GA1756  VERT ORDER  -  FIRST     CLASS I
 GA1756
 GA1756.The horizontal coordinates were scaled from a topographic map and have
 GA1756.an estimated accuracy of +/- 6 seconds.
 GA1756
 GA1756.The orthometric height was determined by differential leveling
 GA1756.and adjusted by the National Geodetic Survey in June 1991..
 GA1756
 GA1756.The geoid height was determined by GEOID03.
 GA1756
 GA1756.The dynamic height is computed by dividing the NAVD 88
 GA1756.geopotential number by the normal gravity value computed on the
 GA1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1756.degrees latitude (g = 980.6199 gals.).
 GA1756
 GA1756.The modeled gravity was interpolated from observed gravity values.
 GA1756
 GA1756;                    North         East    Units  Estimated Accuracy
 GA1756;SPC TN       -   196,050.      849,240.      MT  (+/- 180 meters Scaled)
 GA1756
 GA1756                          SUPERSEDED SURVEY CONTROL
 GA1756
 GA1756  NGVD 29 (??/??/92)  309.362  (m)         1014.97   (f) ADJ UNCH    1 1
 GA1756
 GA1756.Superseded values are not recommended for survey control.
 GA1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1756.See file dsdata.txt to determine how the superseded data were derived.
 GA1756
 GA1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV989938(NAD 83)
 GA1756_MARKER: DB = BENCH MARK DISK
 GA1756_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1756_SP_SET: 13 FEET
 GA1756_STAMPING: E 164 1967
 GA1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1756
 GA1756  HISTORY     - Date     Condition        Report By
 GA1756  HISTORY     - 1967     MONUMENTED       CGS
 GA1756
 GA1756                          STATION DESCRIPTION
 GA1756
 GA1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1756'4.6 MI SE FROM WHITE PINE.
 GA1756'ABOUT 4.55 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1756'RAILROAD FROM THE POST OFFICE AT WHITE PINE, 0.4 MILE SOUTHEAST
 GA1756'OF THE LEADVALE RAILROAD STATION, 75 YARDS SOUTH OF A WHITE
 GA1756'FRAME HOUSE, 176 FEET NORTH OF THE CENTER OF THE CROSSING OF
 GA1756'THE RAILROAD AND A GRAVELED ROAD, 102 FEET NORTHEAST OF THE
 GA1756'NORTHEAST RAIL OF THE MAIN TRACK, 60 FEET EAST AND ACROSS A
 GA1756'GRAVELED ROAD FROM A POLE, 23 FEET SOUTH OF A 38-INCH TREE, 1.6
 GA1756'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 GA1756'OF THE GRAVELED ROAD, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 GA1756'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 GA1756'IS DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED IN A 5-INCH
 GA1756'IRON PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0689 ***********************************************************************
 FB0689  DESIGNATION -  E 165
 FB0689  PID         -  FB0689
 FB0689  STATE/COUNTY-  TN/COCKE
 FB0689  USGS QUAD   -  PAINT ROCK (1991)
 FB0689
 FB0689                         *CURRENT SURVEY CONTROL
 FB0689  ___________________________________________________________________
 FB0689* NAD 83(1986)-  35 55 13.     (N)    082 57 31.     (W)     SCALED    
 FB0689* NAVD 88     -       360.651  (meters)    1183.24   (feet)  ADJUSTED  
 FB0689  ___________________________________________________________________
 FB0689  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB0689  DYNAMIC HT  -         360.301 (meters)    1182.09  (feet)  COMP
 FB0689  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 FB0689
 FB0689  VERT ORDER  -  FIRST     CLASS I
 FB0689
 FB0689.The horizontal coordinates were scaled from a topographic map and have
 FB0689.an estimated accuracy of +/- 6 seconds.
 FB0689
 FB0689.The orthometric height was determined by differential leveling
 FB0689.and adjusted by the National Geodetic Survey in June 1991..
 FB0689
 FB0689.The geoid height was determined by GEOID03.
 FB0689
 FB0689.The dynamic height is computed by dividing the NAVD 88
 FB0689.geopotential number by the normal gravity value computed on the
 FB0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0689.degrees latitude (g = 980.6199 gals.).
 FB0689
 FB0689.The modeled gravity was interpolated from observed gravity values.
 FB0689
 FB0689;                    North         East    Units  Estimated Accuracy
 FB0689;SPC TN       -   180,340.      874,440.      MT  (+/- 180 meters Scaled)
 FB0689
 FB0689                          SUPERSEDED SURVEY CONTROL
 FB0689
 FB0689  NGVD 29 (??/??/92)  360.799  (m)         1183.72   (f) ADJ UNCH    1 1
 FB0689
 FB0689.Superseded values are not recommended for survey control.
 FB0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0689.See file dsdata.txt to determine how the superseded data were derived.
 FB0689
 FB0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV232768(NAD 83)
 FB0689_MARKER: DB = BENCH MARK DISK
 FB0689_SETTING: 66 = SET IN ROCK OUTCROP
 FB0689_SP_SET: ROCK OUTCROP
 FB0689_STAMPING: E 165 1967
 FB0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0689+STABILITY: POSITION/ELEVATION WELL
 FB0689
 FB0689  HISTORY     - Date     Condition        Report By
 FB0689  HISTORY     - 1967     MONUMENTED       CGS
 FB0689
 FB0689                          STATION DESCRIPTION
 FB0689
 FB0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0689'5.2 MI E FROM DEL RIO.
 FB0689'ABOUT 5.15 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0689'FROM THE STATION AT DEL RIO, 2 1/2 POLES EAST OF MILEPOST 190,
 FB0689'5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, SET IN THE TOP OF
 FB0689'THE NORTHEAST SIDE OF A LEDGE IN THE SIDE OF A ROCK OUTCROP
 FB0689'WHICH IS 6 1/2 FEET HIGH, 99 FEET EAST OF THE EAST FACE OF A
 FB0689'U.S. HIGHWAYS 25 AND 70 CONCRETE BRIDGE WHICH PASSES OVER THE
 FB0689'RAILROAD AND THE FRENCH BROAD RIVER, 35 FEET NORTHEAST OF A POWER
 FB0689'POLE, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0208 ***********************************************************************
 GD0208  DESIGNATION -  E 166
 GD0208  PID         -  GD0208
 GD0208  STATE/COUNTY-  TN/STEWART
 GD0208  USGS QUAD   -  PARIS LANDING (1981)
 GD0208
 GD0208                         *CURRENT SURVEY CONTROL
 GD0208  ___________________________________________________________________
 GD0208* NAD 83(1986)-  36 26 46.     (N)    088 03 03.     (W)     SCALED    
 GD0208* NAVD 88     -       117.407  (meters)     385.19   (feet)  ADJUSTED  
 GD0208  ___________________________________________________________________
 GD0208  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GD0208  DYNAMIC HT  -         117.311 (meters)     384.88  (feet)  COMP
 GD0208  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GD0208
 GD0208  VERT ORDER  -  FIRST     CLASS II
 GD0208
 GD0208.The horizontal coordinates were scaled from a topographic map and have
 GD0208.an estimated accuracy of +/- 6 seconds.
 GD0208
 GD0208.The orthometric height was determined by differential leveling
 GD0208.and adjusted by the National Geodetic Survey in June 1991..
 GD0208
 GD0208.The geoid height was determined by GEOID03.
 GD0208
 GD0208.The dynamic height is computed by dividing the NAVD 88
 GD0208.geopotential number by the normal gravity value computed on the
 GD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0208.degrees latitude (g = 980.6199 gals.).
 GD0208
 GD0208.The modeled gravity was interpolated from observed gravity values.
 GD0208
 GD0208;                    North         East    Units  Estimated Accuracy
 GD0208;SPC TN       -   236,340.      416,150.      MT  (+/- 180 meters Scaled)
 GD0208
 GD0208                          SUPERSEDED SURVEY CONTROL
 GD0208
 GD0208  NGVD 29 (??/??/??)  117.451  (m)          385.34   (f) ADJUSTED    1 2
 GD0208
 GD0208.Superseded values are not recommended for survey control.
 GD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0208.See file dsdata.txt to determine how the superseded data were derived.
 GD0208
 GD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF058339(NAD 83)
 GD0208_MARKER: DB = BENCH MARK DISK
 GD0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0208_SP_SET: BRIDGE
 GD0208_STAMPING: E 166 1947
 GD0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0208
 GD0208  HISTORY     - Date     Condition        Report By
 GD0208  HISTORY     - 1947     MONUMENTED       CGS
 GD0208  HISTORY     - 1971     GOOD             NGS
 GD0208  HISTORY     - 1988     GOOD             USPSQD
 GD0208
 GD0208                          STATION DESCRIPTION
 GD0208
 GD0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0208'14.4 MI W FROM DOVER.
 GD0208'ABOUT 14.4 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE
 GD0208'AT DOVER, AT THE NORTHEAST END OF THE SCOTT-FITZHUGH BRIDGE OVER
 GD0208'TENNESSEE RIVER, ABOUT 0.4 MILE NORTHEAST OF THE NORTHEAST END OF
 GD0208'THE STEEL SUPERSTRUCTURE, IN THE TOP OF THE NORTHEAST END OF
 GD0208'THE SOUTHEAST CONCRETE RAILING, 11 FEET SOUTHEAST OF THE CENTER
 GD0208'LINE OF THE HIGHWAY, AND ABOUT 3-1/2 FEET HIGHER THAN THE BRIDGE
 GD0208'FLOOR.
 GD0208
 GD0208                          STATION RECOVERY (1971)
 GD0208
 GD0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0208'RECOVERED IN GOOD CONDITION.
 GD0208
 GD0208                          STATION RECOVERY (1988)
 GD0208
 GD0208'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 GD0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1653 ***********************************************************************
 GC1653  DESIGNATION -  E 167
 GC1653  PID         -  GC1653
 GC1653  STATE/COUNTY-  TN/HOUSTON
 GC1653  USGS QUAD   -  MC KINNON (1973)
 GC1653
 GC1653                         *CURRENT SURVEY CONTROL
 GC1653  ___________________________________________________________________
 GC1653* NAD 83(1986)-  36 19 01.     (N)    087 52 42.     (W)     SCALED    
 GC1653* NAVD 88     -       130.212  (meters)     427.20   (feet)  ADJUSTED  
 GC1653  ___________________________________________________________________
 GC1653  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC1653  DYNAMIC HT  -         130.104 (meters)     426.85  (feet)  COMP
 GC1653  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GC1653
 GC1653  VERT ORDER  -  FIRST     CLASS II
 GC1653
 GC1653.The horizontal coordinates were scaled from a topographic map and have
 GC1653.an estimated accuracy of +/- 6 seconds.
 GC1653
 GC1653.The orthometric height was determined by differential leveling
 GC1653.and adjusted by the National Geodetic Survey in June 1991..
 GC1653
 GC1653.The geoid height was determined by GEOID03.
 GC1653
 GC1653.The dynamic height is computed by dividing the NAVD 88
 GC1653.geopotential number by the normal gravity value computed on the
 GC1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1653.degrees latitude (g = 980.6199 gals.).
 GC1653
 GC1653.The modeled gravity was interpolated from observed gravity values.
 GC1653
 GC1653;                    North         East    Units  Estimated Accuracy
 GC1653;SPC TN       -   221,700.      431,340.      MT  (+/- 180 meters Scaled)
 GC1653
 GC1653                          SUPERSEDED SURVEY CONTROL
 GC1653
 GC1653  NGVD 29 (??/??/92)  130.248  (m)          427.32   (f) ADJ UNCH    1 2
 GC1653
 GC1653.Superseded values are not recommended for survey control.
 GC1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1653.See file dsdata.txt to determine how the superseded data were derived.
 GC1653
 GC1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF211194(NAD 83)
 GC1653_MARKER: DB = BENCH MARK DISK
 GC1653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1653_SP_SET: BRIDGE
 GC1653_STAMPING: E 167 1947
 GC1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1653
 GC1653  HISTORY     - Date     Condition        Report By
 GC1653  HISTORY     - 1947     MONUMENTED       CGS
 GC1653  HISTORY     - 1972     GOOD             TVA
 GC1653  HISTORY     - 1987     GOOD             USPSQD
 GC1653
 GC1653                          STATION DESCRIPTION
 GC1653
 GC1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1653'1.6 MI E FROM MC KINNON.
 GC1653'1.6 MILES EAST ALONG THE DANVILLE-STEWART ROAD FROM THE METHODIST
 GC1653'CHURCH AT MC KINNON, ABOUT 2.1 MILES WEST OF THE LOUISVILLE AND
 GC1653'NASHVILLE RAILROAD STATION AT STEWART, AT THE JUNCTION OF A DIM
 GC1653'ROAD LEADING NORTH, AT A 10-FOOT WOODEN BRIDGE OVER A SMALL
 GC1653'STREAM, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT,
 GC1653'18 FEET WEST OF THE PROLONGATION OF THE CENTER LINE OF THE DIM
 GC1653'ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, AND
 GC1653'ABOUT 1/2 FOOT LOWER THAN THE BRIDGE FLOOR.  NOTE-- POINT IS
 GC1653'ABOUT 260 FT W OF CENTERLINE OF T-DRIVE N.
 GC1653
 GC1653                          STATION RECOVERY (1972)
 GC1653
 GC1653'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1653'RECOVERED IN GOOD CONDITION.
 GC1653
 GC1653                          STATION RECOVERY (1987)
 GC1653
 GC1653'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1576 ***********************************************************************
 GC1576  DESIGNATION -  E 168
 GC1576  PID         -  GC1576
 GC1576  STATE/COUNTY-  TN/HUMPHREYS
 GC1576  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1576
 GC1576                         *CURRENT SURVEY CONTROL
 GC1576  ___________________________________________________________________
 GC1576* NAD 83(1986)-  36 03 35.     (N)    087 57 12.     (W)     SCALED    
 GC1576* NAVD 88     -       114.328  (meters)     375.09   (feet)  ADJUSTED  
 GC1576  ___________________________________________________________________
 GC1576  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GC1576  DYNAMIC HT  -         114.230 (meters)     374.77  (feet)  COMP
 GC1576  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GC1576
 GC1576  VERT ORDER  -  FIRST     CLASS II
 GC1576
 GC1576.The horizontal coordinates were scaled from a topographic map and have
 GC1576.an estimated accuracy of +/- 6 seconds.
 GC1576
 GC1576.The orthometric height was determined by differential leveling
 GC1576.and adjusted by the National Geodetic Survey in June 1991..
 GC1576
 GC1576.The geoid height was determined by GEOID03.
 GC1576
 GC1576.The dynamic height is computed by dividing the NAVD 88
 GC1576.geopotential number by the normal gravity value computed on the
 GC1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1576.degrees latitude (g = 980.6199 gals.).
 GC1576
 GC1576.The modeled gravity was interpolated from observed gravity values.
 GC1576
 GC1576;                    North         East    Units  Estimated Accuracy
 GC1576;SPC TN       -   193,300.      424,030.      MT  (+/- 180 meters Scaled)
 GC1576
 GC1576                          SUPERSEDED SURVEY CONTROL
 GC1576
 GC1576  NGVD 29 (??/??/92)  114.360  (m)          375.20   (f) ADJ UNCH    1 2
 GC1576
 GC1576.Superseded values are not recommended for survey control.
 GC1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1576.See file dsdata.txt to determine how the superseded data were derived.
 GC1576
 GC1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE141909(NAD 83)
 GC1576_MARKER: DB = BENCH MARK DISK
 GC1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1576_STAMPING: E 168 1947
 GC1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1576+STABILITY: SURFACE MOTION
 GC1576
 GC1576  HISTORY     - Date     Condition        Report By
 GC1576  HISTORY     - 1947     MONUMENTED       CGS
 GC1576  HISTORY     - 1972     GOOD             TVA
 GC1576  HISTORY     - 1988     GOOD             USPSQD
 GC1576
 GC1576                          STATION DESCRIPTION
 GC1576
 GC1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1576'1.9 MI W FROM DENVER.
 GC1576'1.9 MILES WEST ALONG A GRAVEL ROAD (THE ABANDONED RAILWAY GRADE)
 GC1576'FROM THE POST OFFICE AT DENVER, ABOUT 0.7 MILE EAST OF THE SITE
 GC1576'OF THE STATION AT ABANDONED JOHNSONVILLE, AT THE JUNCTION OF A
 GC1576'DIRT ROAD LEADING SOUTH, 161 FEET SOUTHEAST ACROSS THE GRAVEL
 GC1576'ROAD FROM A 20-INCH BLAZED OAK TREE, 30 FEET SOUTH OF THE CENTER
 GC1576'LINE OF THE GRAVEL ROAD, 20 FEET WEST OF THE CENTER LINE OF THE
 GC1576'DIRT ROAD, 2 FEET SOUTH OF A FENCE, ABOUT 1-1/2 FEET HIGHER THAN
 GC1576'THE JUNCTION, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 GC1576'6 INCHES.  NOTE-- STATION IS 77.55 FT SE OF CONTROL MONUMENT RT
 GC1576'CD 22.  STEEL POST AND SURVEY MARKER SIGN SET AT MONUMENT.
 GC1576
 GC1576                          STATION RECOVERY (1972)
 GC1576
 GC1576'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1576'RECOVERED IN GOOD CONDITION.
 GC1576
 GC1576                          STATION RECOVERY (1988)
 GC1576
 GC1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1417 ***********************************************************************
 FE1417  DESIGNATION -  E 17
 FE1417  PID         -  FE1417
 FE1417  STATE/COUNTY-  TN/SHELBY
 FE1417  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1417
 FE1417                         *CURRENT SURVEY CONTROL
 FE1417  ___________________________________________________________________
 FE1417* NAD 83(1986)-  35 03 46.     (N)    089 56 35.     (W)     SCALED    
 FE1417* NAVD 88     -        88.101  (meters)     289.04   (feet)  ADJUSTED  
 FE1417  ___________________________________________________________________
 FE1417  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1417  DYNAMIC HT  -          88.020 (meters)     288.78  (feet)  COMP
 FE1417  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FE1417
 FE1417  VERT ORDER  -  FIRST     CLASS II
 FE1417
 FE1417.The horizontal coordinates were scaled from a topographic map and have
 FE1417.an estimated accuracy of +/- 6 seconds.
 FE1417
 FE1417.The orthometric height was determined by differential leveling
 FE1417.and adjusted by the National Geodetic Survey in June 1991..
 FE1417
 FE1417.The geoid height was determined by GEOID03.
 FE1417
 FE1417.The dynamic height is computed by dividing the NAVD 88
 FE1417.geopotential number by the normal gravity value computed on the
 FE1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1417.degrees latitude (g = 980.6199 gals.).
 FE1417
 FE1417.The modeled gravity was interpolated from observed gravity values.
 FE1417
 FE1417;                    North         East    Units  Estimated Accuracy
 FE1417;SPC TN       -    88,180.      240,400.      MT  (+/- 180 meters Scaled)
 FE1417
 FE1417                          SUPERSEDED SURVEY CONTROL
 FE1417
 FE1417  NGVD 29 (??/??/??)   88.069  (m)          288.94   (f) ADJUSTED    1 2
 FE1417
 FE1417.Superseded values are not recommended for survey control.
 FE1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1417.See file dsdata.txt to determine how the superseded data were derived.
 FE1417
 FE1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD316839(NAD 83)
 FE1417_MARKER: DB = BENCH MARK DISK
 FE1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1417_STAMPING: E-17-1934
 FE1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1417+STABILITY: SURFACE MOTION
 FE1417
 FE1417  HISTORY     - Date     Condition        Report By
 FE1417  HISTORY     - 1934     MONUMENTED       CGS
 FE1417
 FE1417                          STATION DESCRIPTION
 FE1417
 FE1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE1417'3.9 MI S FROM MEMPHIS.
 FE1417'3.9 MILES SOUTH OF INTERSECTION CASTALIA AND PERSON STS. AT
 FE1417'MEMPHIS 105 FEET SOUTH OF FOURTH TELEGRAPH POLE SOUTH OF MILE
 FE1417'POST 492.  184 FEET NORTH OF FORSYTHE STATION.  33 FEET NORTHWEST
 FE1417'OF CENTERLINE OF EAST AND WEST ROAD.  27 FEET SOUTHEAST OF
 FE1417'CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1255 ***********************************************************************
 FD1255  DESIGNATION -  E 170
 FD1255  PID         -  FD1255
 FD1255  STATE/COUNTY-  TN/PERRY
 FD1255  USGS QUAD   -  POPE (1973)
 FD1255
 FD1255                         *CURRENT SURVEY CONTROL
 FD1255  ___________________________________________________________________
 FD1255* NAD 83(1986)-  35 32 24.     (N)    087 57 14.     (W)     SCALED    
 FD1255* NAVD 88     -       115.413  (meters)     378.65   (feet)  ADJUSTED  
 FD1255  ___________________________________________________________________
 FD1255  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1255  DYNAMIC HT  -         115.308 (meters)     378.31  (feet)  COMP
 FD1255  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 FD1255
 FD1255  VERT ORDER  -  FIRST     CLASS II
 FD1255
 FD1255.The horizontal coordinates were scaled from a topographic map and have
 FD1255.an estimated accuracy of +/- 6 seconds.
 FD1255
 FD1255.The orthometric height was determined by differential leveling
 FD1255.and adjusted by the National Geodetic Survey in June 1991..
 FD1255
 FD1255.The geoid height was determined by GEOID03.
 FD1255
 FD1255.The dynamic height is computed by dividing the NAVD 88
 FD1255.geopotential number by the normal gravity value computed on the
 FD1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1255.degrees latitude (g = 980.6199 gals.).
 FD1255
 FD1255.The modeled gravity was interpolated from observed gravity values.
 FD1255
 FD1255;                    North         East    Units  Estimated Accuracy
 FD1255;SPC TN       -   135,650.      422,830.      MT  (+/- 180 meters Scaled)
 FD1255
 FD1255                          SUPERSEDED SURVEY CONTROL
 FD1255
 FD1255  NGVD 29 (??/??/92)  115.422  (m)          378.68   (f) ADJ UNCH    1 2
 FD1255
 FD1255.Superseded values are not recommended for survey control.
 FD1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1255.See file dsdata.txt to determine how the superseded data were derived.
 FD1255
 FD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE135333(NAD 83)
 FD1255_MARKER: DD = SURVEY DISK
 FD1255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1255_SP_SET: CULVERT
 FD1255_STAMPING: E 170 1947
 FD1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1255
 FD1255  HISTORY     - Date     Condition        Report By
 FD1255  HISTORY     - 1947     MONUMENTED       TVA
 FD1255  HISTORY     - 1947     GOOD             NGS
 FD1255
 FD1255                          STATION DESCRIPTION
 FD1255
 FD1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1255'9.8 MI SE FROM POPE.
 FD1255'ABOUT 1.9 MILES SOUTH ALONG THE MARSH CREEK ROAD FROM THE
 FD1255'JUNCTION OF STATE HIGHWAY 20 AND 100 AT POPE, THENCE ABOUT 2.4
 FD1255'MILES EAST, THENCE ABOUT 5.5 MILES SOUTH ALONG A GRAVEL ROAD, AT
 FD1255'MOORES GENERAL STORE, ABOUT 135 FEET NORTHWEST OF THE NORTHWEST
 FD1255'END OF THE STORE, SET IN THE TOP OF THE CENTER OF THE NORTHEAST
 FD1255'HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT, 13 FEET NORTHEAST OF
 FD1255'AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE ROAD.  MARK FOUND
 FD1255'UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.  NOTE-- MARK MAY
 FD1255'BE REACHED FROM THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY
 FD1255'BY GOING ABOUT 14.25 MILES NORTHEAST ALONG THE LINDEN ROAD, THENCE
 FD1255'ABOUT 2.0 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO MOORES
 FD1255'STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0229 ***********************************************************************
 FE0229  DESIGNATION -  E 171
 FE0229  PID         -  FE0229
 FE0229  STATE/COUNTY-  TN/HARDIN
 FE0229  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0229
 FE0229                         *CURRENT SURVEY CONTROL
 FE0229  ___________________________________________________________________
 FE0229* NAD 83(1986)-  35 16 33.     (N)    088 17 32.     (W)     SCALED    
 FE0229* NAVD 88     -       122.769  (meters)     402.78   (feet)  ADJUSTED  
 FE0229  ___________________________________________________________________
 FE0229  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE0229  DYNAMIC HT  -         122.657 (meters)     402.42  (feet)  COMP
 FE0229  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 FE0229
 FE0229  VERT ORDER  -  FIRST     CLASS II
 FE0229
 FE0229.The horizontal coordinates were scaled from a topographic map and have
 FE0229.an estimated accuracy of +/- 6 seconds.
 FE0229
 FE0229.The orthometric height was determined by differential leveling
 FE0229.and adjusted by the National Geodetic Survey in June 1991..
 FE0229
 FE0229.The geoid height was determined by GEOID03.
 FE0229
 FE0229.The dynamic height is computed by dividing the NAVD 88
 FE0229.geopotential number by the normal gravity value computed on the
 FE0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0229.degrees latitude (g = 980.6199 gals.).
 FE0229
 FE0229.The modeled gravity was interpolated from observed gravity values.
 FE0229
 FE0229;                    North         East    Units  Estimated Accuracy
 FE0229;SPC TN       -   107,010.      391,470.      MT  (+/- 180 meters Scaled)
 FE0229
 FE0229                          SUPERSEDED SURVEY CONTROL
 FE0229
 FE0229  NGVD 29 (??/??/??)  122.780  (m)          402.82   (f) ADJUSTED    1 2
 FE0229
 FE0229.Superseded values are not recommended for survey control.
 FE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0229.See file dsdata.txt to determine how the superseded data were derived.
 FE0229
 FE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824043(NAD 83)
 FE0229_MARKER: DB = BENCH MARK DISK
 FE0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0229_SP_SET: BUILDING
 FE0229_STAMPING: E 171 1947
 FE0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0229
 FE0229  HISTORY     - Date     Condition        Report By
 FE0229  HISTORY     - 1947     MONUMENTED       CGS
 FE0229  HISTORY     - 1973     GOOD             TVA
 FE0229
 FE0229                          STATION DESCRIPTION
 FE0229
 FE0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0229'6.2 MI NW FROM SAVANNAH.
 FE0229'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0229'SAVANNAH, THENCE ABOUT 4.05 MILES NORTH ALONG STATE HIGHWAY 22,
 FE0229'AT THE COFFEE LANDING GAGING STATION, SET VERTICALLY IN THE
 FE0229'WEST FACE AT THE NORTHWEST CORNER OF THE CONCRETE GAGE HOUSE, ABOUT
 FE0229'265 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT SOUTH
 FE0229'OF THE NORTHWEST CORNER OF THE GAGE HOUSE, AND 2.5 FEET ABOVE
 FE0229'THE CAT-WALK AROUND THE GAGE HOUSE.  NOTE-- CAP IS VISIBLE FROM
 FE0229'BANK OF RIVER-- NO ACCESS AT THIS TIME-- IRON WALK LEADING TO
 FE0229'GAGE HOUSE UNSAFE IN WALK.
 FE0229
 FE0229                          STATION RECOVERY (1973)
 FE0229
 FE0229'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0475 ***********************************************************************
 GC0475  DESIGNATION -  E 172
 GC0475  PID         -  GC0475
 GC0475  STATE/COUNTY-  TN/DAVIDSON
 GC0475  USGS QUAD   -  BELLEVUE (1983)
 GC0475
 GC0475                         *CURRENT SURVEY CONTROL
 GC0475  ___________________________________________________________________
 GC0475* NAD 83(1986)-  36 04 18.     (N)    086 58 59.     (W)     SCALED    
 GC0475* NAVD 88     -       169.351  (meters)     555.61   (feet)  ADJUSTED  
 GC0475  ___________________________________________________________________
 GC0475  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0475  DYNAMIC HT  -         169.203 (meters)     555.13  (feet)  COMP
 GC0475  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 GC0475
 GC0475  VERT ORDER  -  FIRST     CLASS II
 GC0475
 GC0475.The horizontal coordinates were scaled from a topographic map and have
 GC0475.an estimated accuracy of +/- 6 seconds.
 GC0475
 GC0475.The orthometric height was determined by differential leveling
 GC0475.and adjusted by the National Geodetic Survey in June 1991..
 GC0475
 GC0475.The geoid height was determined by GEOID03.
 GC0475
 GC0475.The dynamic height is computed by dividing the NAVD 88
 GC0475.geopotential number by the normal gravity value computed on the
 GC0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0475.degrees latitude (g = 980.6199 gals.).
 GC0475
 GC0475.The modeled gravity was interpolated from observed gravity values.
 GC0475
 GC0475;                    North         East    Units  Estimated Accuracy
 GC0475;SPC TN       -   193,310.      511,450.      MT  (+/- 180 meters Scaled)
 GC0475
 GC0475                          SUPERSEDED SURVEY CONTROL
 GC0475
 GC0475  NGVD 29 (??/??/92)  169.373  (m)          555.68   (f) ADJ UNCH    1 2
 GC0475
 GC0475.Superseded values are not recommended for survey control.
 GC0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0475.See file dsdata.txt to determine how the superseded data were derived.
 GC0475
 GC0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE015918(NAD 83)
 GC0475_MARKER: DB = BENCH MARK DISK
 GC0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0475_STAMPING: E 172 1959
 GC0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0475+STABILITY: SURFACE MOTION
 GC0475
 GC0475  HISTORY     - Date     Condition        Report By
 GC0475  HISTORY     - 1959     MONUMENTED       CGS
 GC0475  HISTORY     - 1959     GOOD             NGS
 GC0475
 GC0475                          STATION DESCRIPTION
 GC0475
 GC0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0475'9.2 MI E FROM KINGSTON SPRINGS.
 GC0475'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON
 GC0475'A PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC0475'ROAD, THENCE 4.5 MILES EAST ON THE INTERSTATE HIGHWAY, THENCE 0.5
 GC0475'MILE SOUHTEAST ON A PAVED ROAD, THENCE 1.8 MILES NORTH AND EAST
 GC0475'ON A PAVED ROAD TO A RAILROAD OVERPASS, THENCE 0.95 MILE EAST ON
 GC0475'THE RAILROAD, INTHE NORTHEAST ANGLE OF A FARM ROAD CROSSING,
 GC0475'160 FT. WEST OF MILE POST 15, 23.5 FT. NORTH OF THE NORTH RAIL
 GC0475'OF THE TRACK, 14.5 FT. EAST OF THE CENTER OF THE ROAD, 7.5 FT.
 GC0475'EAST OF THE EAST GATE POST, 1 FT. SOUTH OF THE FENCE LINE, 2 FT.
 GC0475'EAST OF A WITNESS POST, A DISK SET IN TOP OF A CONCRETE POST
 GC0475'PROJECTING 4 INCHES, AND ABOUT LEVEL WITH THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1548 ***********************************************************************
 GC1548  DESIGNATION -  E 173
 GC1548  PID         -  GC1548
 GC1548  STATE/COUNTY-  TN/HUMPHREYS
 GC1548  USGS QUAD   -  MC EWEN (1982)
 GC1548
 GC1548                         *CURRENT SURVEY CONTROL
 GC1548  ___________________________________________________________________
 GC1548* NAD 83(1986)-  36 06 14.     (N)    087 40 14.     (W)     SCALED    
 GC1548* NAVD 88     -       224.643  (meters)     737.02   (feet)  ADJUSTED  
 GC1548  ___________________________________________________________________
 GC1548  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1548  DYNAMIC HT  -         224.448 (meters)     736.38  (feet)  COMP
 GC1548  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 GC1548
 GC1548  VERT ORDER  -  FIRST     CLASS II
 GC1548
 GC1548.The horizontal coordinates were scaled from a topographic map and have
 GC1548.an estimated accuracy of +/- 6 seconds.
 GC1548
 GC1548.The orthometric height was determined by differential leveling
 GC1548.and adjusted by the National Geodetic Survey in June 1991..
 GC1548
 GC1548.The geoid height was determined by GEOID03.
 GC1548
 GC1548.The dynamic height is computed by dividing the NAVD 88
 GC1548.geopotential number by the normal gravity value computed on the
 GC1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1548.degrees latitude (g = 980.6199 gals.).
 GC1548
 GC1548.The modeled gravity was interpolated from observed gravity values.
 GC1548
 GC1548;                    North         East    Units  Estimated Accuracy
 GC1548;SPC TN       -   197,730.      449,590.      MT  (+/- 180 meters Scaled)
 GC1548
 GC1548                          SUPERSEDED SURVEY CONTROL
 GC1548
 GC1548  NGVD 29 (??/??/92)  224.652  (m)          737.05   (f) ADJ UNCH    1 2
 GC1548
 GC1548.Superseded values are not recommended for survey control.
 GC1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1548.See file dsdata.txt to determine how the superseded data were derived.
 GC1548
 GC1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE396956(NAD 83)
 GC1548_MARKER: DB = BENCH MARK DISK
 GC1548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1548_SP_SET: CULVERT
 GC1548_STAMPING: E 173 1948
 GC1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1548
 GC1548  HISTORY     - Date     Condition        Report By
 GC1548  HISTORY     - 1948     MONUMENTED       CGS
 GC1548  HISTORY     - 1972     GOOD             TVA
 GC1548  HISTORY     - 1988     GOOD             USPSQD
 GC1548
 GC1548                          STATION DESCRIPTION
 GC1548
 GC1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1548'2.1 MI W FROM MC EWEN.
 GC1548'2.1 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1548'RAILWAY FROM THE STATION AT MC EWEN, ABOUT 148 FEET WEST OF THE
 GC1548'CENTER OF A GRAVEL ROAD CROSSING, 86 FEET EAST OF MILE POST 59,
 GC1548'SET IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF A 20-INCH
 GC1548'CONCRETE PIPE CULVERT, 18 FEET NORTH OF THE NORTH RAIL AND ABOUT
 GC1548'4 FEET BELOW THE TRACK.
 GC1548
 GC1548                          STATION RECOVERY (1972)
 GC1548
 GC1548'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1548'RECOVERED IN GOOD CONDITION.
 GC1548
 GC1548                          STATION RECOVERY (1988)
 GC1548
 GC1548'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0506 ***********************************************************************
 FE0506  DESIGNATION -  E 174
 FE0506  PID         -  FE0506
 FE0506  STATE/COUNTY-  TN/CHESTER
 FE0506  USGS QUAD   -  JACKS CREEK (1983)
 FE0506
 FE0506                         *CURRENT SURVEY CONTROL
 FE0506  ___________________________________________________________________
 FE0506* NAD 83(1986)-  35 24 32.     (N)    088 37 10.     (W)     SCALED    
 FE0506* NAVD 88     -       123.182  (meters)     404.14   (feet)  ADJUSTED  
 FE0506  ___________________________________________________________________
 FE0506  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE0506  DYNAMIC HT  -         123.069 (meters)     403.77  (feet)  COMP
 FE0506  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FE0506
 FE0506  VERT ORDER  -  FIRST     CLASS II
 FE0506
 FE0506.The horizontal coordinates were scaled from a topographic map and have
 FE0506.an estimated accuracy of +/- 6 seconds.
 FE0506
 FE0506.The orthometric height was determined by differential leveling
 FE0506.and adjusted by the National Geodetic Survey in June 1991..
 FE0506
 FE0506.The geoid height was determined by GEOID03.
 FE0506
 FE0506.The dynamic height is computed by dividing the NAVD 88
 FE0506.geopotential number by the normal gravity value computed on the
 FE0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0506.degrees latitude (g = 980.6199 gals.).
 FE0506
 FE0506.The modeled gravity was interpolated from observed gravity values.
 FE0506
 FE0506;                    North         East    Units  Estimated Accuracy
 FE0506;SPC TN       -   122,520.      362,110.      MT  (+/- 180 meters Scaled)
 FE0506
 FE0506                          SUPERSEDED SURVEY CONTROL
 FE0506
 FE0506  NGVD 29 (??/??/??)  123.197  (m)          404.19   (f) ADJUSTED    1 2
 FE0506
 FE0506.Superseded values are not recommended for survey control.
 FE0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0506.See file dsdata.txt to determine how the superseded data were derived.
 FE0506
 FE0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE529195(NAD 83)
 FE0506_MARKER: DB = BENCH MARK DISK
 FE0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0506_STAMPING: E 174 1948
 FE0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0506+STABILITY: SURFACE MOTION
 FE0506
 FE0506  HISTORY     - Date     Condition        Report By
 FE0506  HISTORY     - 1948     MONUMENTED       CGS
 FE0506  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0506
 FE0506                          STATION DESCRIPTION
 FE0506
 FE0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0506'2.2 MI SE FROM HENDERSON.
 FE0506'ABOUT 2.2 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0506'FROM THE STATION AT HENDERSON, ABOUT 0.4 MILE SOUTHEAST OF MILE
 FE0506'POST 367, AT A FIELD ROAD CROSSING, 47 FEET SOUTHWEST OF THE
 FE0506'SOUTHWEST RAIL, 11 FEET EAST OF THE CENTER LINE OF THE FIELD
 FE0506'ROAD, 24.5 FEET WEST OF A TELEPHONE POLE, 6.5 FEET SOUTHEAST OF A
 FE0506'FENCE CORNER, 2 FEET NORTHEAST OF A WIRE FENCE, 3 FEET NORTHWEST
 FE0506'OF A WHITE WOODEN WITNESS POST, 3.5 FEET BELOW THE TRACK AND
 FE0506'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0506'NOTE-- NO EVIDENCE OF FIELD ROAD.  HEAVY UNDERGROWTH ALONG TRACK.
 FE0506
 FE0506                          STATION RECOVERY (1972)
 FE0506
 FE0506'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0406 ***********************************************************************
 FE0406  DESIGNATION -  E 175
 FE0406  PID         -  FE0406
 FE0406  STATE/COUNTY-  TN/MCNAIRY
 FE0406  USGS QUAD   -  STANTONVILLE (1992)
 FE0406
 FE0406                         *CURRENT SURVEY CONTROL
 FE0406  ___________________________________________________________________
 FE0406* NAD 83(1986)-  35 12 29.     (N)    088 27 04.     (W)     SCALED    
 FE0406* NAVD 88     -       139.269  (meters)     456.92   (feet)  ADJUSTED  
 FE0406  ___________________________________________________________________
 FE0406  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0406  DYNAMIC HT  -         139.142 (meters)     456.50  (feet)  COMP
 FE0406  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 FE0406
 FE0406  VERT ORDER  -  FIRST     CLASS II
 FE0406
 FE0406.The horizontal coordinates were scaled from a topographic map and have
 FE0406.an estimated accuracy of +/- 6 seconds.
 FE0406
 FE0406.The orthometric height was determined by differential leveling
 FE0406.and adjusted by the National Geodetic Survey in June 1991..
 FE0406
 FE0406.The geoid height was determined by GEOID03.
 FE0406
 FE0406.The dynamic height is computed by dividing the NAVD 88
 FE0406.geopotential number by the normal gravity value computed on the
 FE0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0406.degrees latitude (g = 980.6199 gals.).
 FE0406
 FE0406.The modeled gravity was interpolated from observed gravity values.
 FE0406
 FE0406;                    North         East    Units  Estimated Accuracy
 FE0406;SPC TN       -    99,850.      376,830.      MT  (+/- 180 meters Scaled)
 FE0406
 FE0406                          SUPERSEDED SURVEY CONTROL
 FE0406
 FE0406  NGVD 29 (??/??/??)  139.272  (m)          456.93   (f) ADJUSTED    1 2
 FE0406
 FE0406.Superseded values are not recommended for survey control.
 FE0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0406.See file dsdata.txt to determine how the superseded data were derived.
 FE0406
 FE0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD679970(NAD 83)
 FE0406_MARKER: DB = BENCH MARK DISK
 FE0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0406_STAMPING: E 175 1949
 FE0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0406+STABILITY: SURFACE MOTION
 FE0406
 FE0406  HISTORY     - Date     Condition        Report By
 FE0406  HISTORY     - 1949     MONUMENTED       CGS
 FE0406  HISTORY     - 1949     GOOD             CGS
 FE0406
 FE0406                          STATION DESCRIPTION
 FE0406
 FE0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0406'4 MI SW FROM ADAMSVILLE.
 FE0406'4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0406'AT ADAMSVILLE, AT THE CROSSING OF A POWER TRANSMISSION LINE,
 FE0406'52.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27
 FE0406'FEET SOUTHWEST OF THE SOUTHWEST ONE OF A DOUBLE POLE NO. 159,
 FE0406'8.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL TIN BUILDING,
 FE0406'140 FEET EAST-NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST
 FE0406'HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 2 FEET NORTHEAST OF A
 FE0406'WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE HIGHWAY AND SET
 FE0406'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- A
 FE0406'STEEL POST WAS SET 2 FEET NORTHWEST OF MARKER.
 FE0406
 FE0406                          STATION RECOVERY (1949)
 FE0406
 FE0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0841 ***********************************************************************
 FD0841  DESIGNATION -  E 176
 FD0841  PID         -  FD0841
 FD0841  STATE/COUNTY-  TN/LAWRENCE
 FD0841  USGS QUAD   -  SUMMERTOWN (1976)
 FD0841
 FD0841                         *CURRENT SURVEY CONTROL
 FD0841  ___________________________________________________________________
 FD0841* NAD 83(1986)-  35 24 00.     (N)    087 17 57.     (W)     SCALED    
 FD0841* NAVD 88     -       272.673  (meters)     894.59   (feet)  ADJUSTED  
 FD0841  ___________________________________________________________________
 FD0841  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0841  DYNAMIC HT  -         272.419 (meters)     893.76  (feet)  COMP
 FD0841  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 FD0841
 FD0841  VERT ORDER  -  FIRST     CLASS II
 FD0841
 FD0841.The horizontal coordinates were scaled from a topographic map and have
 FD0841.an estimated accuracy of +/- 6 seconds.
 FD0841
 FD0841.The orthometric height was determined by differential leveling
 FD0841.and adjusted by the National Geodetic Survey in June 1991..
 FD0841
 FD0841.The geoid height was determined by GEOID03.
 FD0841
 FD0841.The dynamic height is computed by dividing the NAVD 88
 FD0841.geopotential number by the normal gravity value computed on the
 FD0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0841.degrees latitude (g = 980.6199 gals.).
 FD0841
 FD0841.The modeled gravity was interpolated from observed gravity values.
 FD0841
 FD0841;                    North         East    Units  Estimated Accuracy
 FD0841;SPC TN       -   119,130.      481,990.      MT  (+/- 180 meters Scaled)
 FD0841
 FD0841                          SUPERSEDED SURVEY CONTROL
 FD0841
 FD0841  NGVD 29 (??/??/92)  272.641  (m)          894.49   (f) ADJ UNCH    1 2
 FD0841
 FD0841.Superseded values are not recommended for survey control.
 FD0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0841.See file dsdata.txt to determine how the superseded data were derived.
 FD0841
 FD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE728174(NAD 83)
 FD0841_MARKER: DB = BENCH MARK DISK
 FD0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0841_STAMPING: E 176 1949
 FD0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0841+STABILITY: SURFACE MOTION
 FD0841
 FD0841  HISTORY     - Date     Condition        Report By
 FD0841  HISTORY     - 1949     MONUMENTED       CGS
 FD0841  HISTORY     - 1973     GOOD             TVA
 FD0841  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0841
 FD0841                          STATION DESCRIPTION
 FD0841
 FD0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0841'2.6 MI S FROM SUMMERTOWN.
 FD0841'ABOUT 2.55 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0841'FROM THE STATION AT SUMMERTOWN, ABOUT 1.95 MILES NORTH OF THE FLAG
 FD0841'STATION AT BRACE, ABOUT 0.2 MILE SOUTH OF MILE POST 257, 184 FEET
 FD0841'WEST OF THE WEST RAIL, 136 FEET WEST OF THE R/W FENCE LINE,
 FD0841'15.5 FEET WEST OF A TRIANGULAR BLAZED 14-INCH HICKORY TREE, 20
 FD0841'FEET SOUTHWEST OF THE SOUTHWEST BANK OF A SMALL CREEK, 85 FEET
 FD0841'NORTHWEST AND ACROSS CREEK FROM A LARGE SPRING, 184 FEET WEST
 FD0841'OF A HAND CAR SIDING ON RAILROAD, 1 FOOT SOUTH OF A FENCE LINE, 3
 FD0841'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 15 FEET BELOW
 FD0841'THE TRACK AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FD0841'NOTE-- STEEL POST AND SIGN SET 2 FEET EAST.
 FD0841
 FD0841                          STATION RECOVERY (1973)
 FD0841
 FD0841'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0841'RECOVERED IN GOOD CONDITION.
 FD0841
 FD0841                          STATION RECOVERY (1983)
 FD0841
 FD0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0841'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0267 ***********************************************************************
 GD0267  DESIGNATION -  E 177
 GD0267  PID         -  GD0267
 GD0267  STATE/COUNTY-  TN/WEAKLEY
 GD0267  USGS QUAD   -  MARTIN (1983)
 GD0267
 GD0267                         *CURRENT SURVEY CONTROL
 GD0267  ___________________________________________________________________
 GD0267* NAD 83(1986)-  36 20 13.     (N)    088 49 49.     (W)     SCALED    
 GD0267* NAVD 88     -       116.460  (meters)     382.09   (feet)  ADJUSTED  
 GD0267  ___________________________________________________________________
 GD0267  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0267  DYNAMIC HT  -         116.365 (meters)     381.77  (feet)  COMP
 GD0267  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 GD0267
 GD0267  VERT ORDER  -  FIRST     CLASS II
 GD0267
 GD0267.The horizontal coordinates were scaled from a topographic map and have
 GD0267.an estimated accuracy of +/- 6 seconds.
 GD0267
 GD0267.The orthometric height was determined by differential leveling
 GD0267.and adjusted by the National Geodetic Survey in June 1991..
 GD0267
 GD0267.The geoid height was determined by GEOID03.
 GD0267
 GD0267.The dynamic height is computed by dividing the NAVD 88
 GD0267.geopotential number by the normal gravity value computed on the
 GD0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0267.degrees latitude (g = 980.6199 gals.).
 GD0267
 GD0267.The modeled gravity was interpolated from observed gravity values.
 GD0267
 GD0267;                    North         East    Units  Estimated Accuracy
 GD0267;SPC TN       -   225,980.      345,940.      MT  (+/- 180 meters Scaled)
 GD0267
 GD0267                          SUPERSEDED SURVEY CONTROL
 GD0267
 GD0267  NGVD 29 (??/??/??)  116.472  (m)          382.13   (f) ADJUSTED    1 2
 GD0267
 GD0267.Superseded values are not recommended for survey control.
 GD0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0267.See file dsdata.txt to determine how the superseded data were derived.
 GD0267
 GD0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF357228(NAD 83)
 GD0267_MARKER: DB = BENCH MARK DISK
 GD0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0267_SP_SET: BRIDGE ABUTMENT
 GD0267_STAMPING: E 177 1949
 GD0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0267+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0267
 GD0267  HISTORY     - Date     Condition        Report By
 GD0267  HISTORY     - 1949     MONUMENTED       CGS
 GD0267  HISTORY     - 1967     GOOD             CGS
 GD0267  HISTORY     - 20020820 GOOD             USACE
 GD0267
 GD0267                          STATION DESCRIPTION
 GD0267
 GD0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0267'1.1 MI E FROM MARTIN.
 GD0267'ABOUT 1.1 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GD0267'LOUIS RAILWAY FROM THE UNION STATION AT MARTIN, AT POLE 139/31,
 GD0267'ABOUT 0.1 MILE EAST OF MILE POST 140, SET IN THE TOP OF THE SOUTH
 GD0267'END OF THE EAST CONCRETE ABUTMENT OF 135-FOOT TRESTLE NO.
 GD0267'139.9, 6.5 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT NORTH OF THE
 GD0267'SOUTH END OF THE ABUTMENT AND ABOUT LEVEL WITH THE TRACK.
 GD0267
 GD0267                          STATION RECOVERY (1967)
 GD0267
 GD0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0267'RECOVERED IN GOOD CONDITION.
 GD0267
 GD0267                          STATION RECOVERY (2002)
 GD0267
 GD0267'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0191 ***********************************************************************
 FD0191  DESIGNATION -  E 178
 FD0191  PID         -  FD0191
 FD0191  STATE/COUNTY-  TN/FRANKLIN
 FD0191  USGS QUAD   -  HUNTLAND (1972)
 FD0191
 FD0191                         *CURRENT SURVEY CONTROL
 FD0191  ___________________________________________________________________
 FD0191* NAD 83(1986)-  35 02 27.     (N)    086 18 11.     (W)     SCALED    
 FD0191* NAVD 88     -       286.433  (meters)     939.74   (feet)  ADJUSTED  
 FD0191  ___________________________________________________________________
 FD0191  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD0191  DYNAMIC HT  -         286.149 (meters)     938.81  (feet)  COMP
 FD0191  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 FD0191
 FD0191  VERT ORDER  -  FIRST     CLASS II
 FD0191
 FD0191.The horizontal coordinates were scaled from a topographic map and have
 FD0191.an estimated accuracy of +/- 6 seconds.
 FD0191
 FD0191.The orthometric height was determined by differential leveling
 FD0191.and adjusted by the National Geodetic Survey in June 1991..
 FD0191
 FD0191.The geoid height was determined by GEOID03.
 FD0191
 FD0191.The dynamic height is computed by dividing the NAVD 88
 FD0191.geopotential number by the normal gravity value computed on the
 FD0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0191.degrees latitude (g = 980.6199 gals.).
 FD0191
 FD0191.The modeled gravity was interpolated from observed gravity values.
 FD0191
 FD0191;                    North         East    Units  Estimated Accuracy
 FD0191;SPC TN       -    78,540.      572,350.      MT  (+/- 180 meters Scaled)
 FD0191
 FD0191                          SUPERSEDED SURVEY CONTROL
 FD0191
 FD0191  NGVD 29 (??/??/92)  286.392  (m)          939.60   (f) ADJ UNCH    1 2
 FD0191
 FD0191.Superseded values are not recommended for survey control.
 FD0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0191.See file dsdata.txt to determine how the superseded data were derived.
 FD0191
 FD0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED635777(NAD 83)
 FD0191_MARKER: DB = BENCH MARK DISK
 FD0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0191_STAMPING: E 178 1949
 FD0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0191+STABILITY: SURFACE MOTION
 FD0191
 FD0191  HISTORY     - Date     Condition        Report By
 FD0191  HISTORY     - 1949     MONUMENTED       CGS
 FD0191
 FD0191                          STATION DESCRIPTION
 FD0191
 FD0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0191'2.2 MI SW FROM HUNTLAND.
 FD0191'2.15 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0191'RAILWAY FROM THE STATION AT HUNTLAND, AT A ROAD CROSSING KNOWN
 FD0191'AS RICH CROSSING, 274 FEET SOUTHWEST AND ACROSS ROAD SOUTH FROM
 FD0191'MILE POST 18, 39 1/2 FEET SOUTH OF THE CENTER OF THE CROSSING,
 FD0191'25 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 19 FEET SOUTHWEST OF
 FD0191'THE CENTER LINE OF THE ROAD SOUTHEAST, 7 1/2 FEET SOUTHEAST OF
 FD0191'THE 2ND TELEPHONE POLE SOUTHWEST OF MILE POST 18, 8 FEET WEST OF A
 FD0191'FENCE CORNER, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FD0191'1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0191'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0180 ***********************************************************************
 FD0180  DESIGNATION -  E 179
 FD0180  PID         -  FD0180
 FD0180  STATE/COUNTY-  TN/LINCOLN
 FD0180  USGS QUAD   -  FLINTVILLE (1972)
 FD0180
 FD0180                         *CURRENT SURVEY CONTROL
 FD0180  ___________________________________________________________________
 FD0180* NAD 83(1986)-  35 02 45.     (N)    086 23 57.     (W)     SCALED    
 FD0180* NAVD 88     -       276.335  (meters)     906.61   (feet)  ADJUSTED  
 FD0180  ___________________________________________________________________
 FD0180  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD0180  DYNAMIC HT  -         276.066 (meters)     905.73  (feet)  COMP
 FD0180  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FD0180
 FD0180  VERT ORDER  -  FIRST     CLASS II
 FD0180
 FD0180.The horizontal coordinates were scaled from a topographic map and have
 FD0180.an estimated accuracy of +/- 6 seconds.
 FD0180
 FD0180.The orthometric height was determined by differential leveling
 FD0180.and adjusted by the National Geodetic Survey in June 1991..
 FD0180
 FD0180.The geoid height was determined by GEOID03.
 FD0180
 FD0180.The dynamic height is computed by dividing the NAVD 88
 FD0180.geopotential number by the normal gravity value computed on the
 FD0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0180.degrees latitude (g = 980.6199 gals.).
 FD0180
 FD0180.The modeled gravity was interpolated from observed gravity values.
 FD0180
 FD0180;                    North         East    Units  Estimated Accuracy
 FD0180;SPC TN       -    79,130.      563,580.      MT  (+/- 180 meters Scaled)
 FD0180
 FD0180                          SUPERSEDED SURVEY CONTROL
 FD0180
 FD0180  NGVD 29 (??/??/92)  276.298  (m)          906.49   (f) ADJ UNCH    1 2
 FD0180
 FD0180.Superseded values are not recommended for survey control.
 FD0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0180.See file dsdata.txt to determine how the superseded data were derived.
 FD0180
 FD0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED547782(NAD 83)
 FD0180_MARKER: DB = BENCH MARK DISK
 FD0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0180_STAMPING: E 179 1949
 FD0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0180+STABILITY: SURFACE MOTION
 FD0180
 FD0180  HISTORY     - Date     Condition        Report By
 FD0180  HISTORY     - 1949     MONUMENTED       CGS
 FD0180  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0180
 FD0180                          STATION DESCRIPTION
 FD0180
 FD0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0180'1.6 MI SE FROM FLINTVILLE.
 FD0180'1.6 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0180'LOUIS RAILWAY FROM THE STATION AT FLINTVILLE, NEAR THE EAST
 FD0180'CORNER OF A CULTIVATED FIELD, 356 FEET SOUTHEAST OF MILE POST
 FD0180'25, 133 FEET NORTHWEST OF THE FENCE CORNER, 26 FEET SOUTHWEST
 FD0180'OF THE SOUTHWEST RAIL, 12 FEET WEST OF THE SECOND TELEPHONE
 FD0180'POLE SOUTHEAST OF THE MILE POST, 2 FEET NORTHEAST OF A FENCE
 FD0180'LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 1/2
 FD0180'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0180'PROJECTING 3 INCHES.
 FD0180
 FD0180                          STATION RECOVERY (2001)
 FD0180
 FD0180'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0326 ***********************************************************************
 FD0326  DESIGNATION -  E 180
 FD0326  PID         -  FD0326
 FD0326  STATE/COUNTY-  TN/LINCOLN
 FD0326  USGS QUAD   -  PETERSBURG (1980)
 FD0326
 FD0326                         *CURRENT SURVEY CONTROL
 FD0326  ___________________________________________________________________
 FD0326* NAD 83(1986)-  35 16 30.     (N)    086 37 41.     (W)     SCALED    
 FD0326* NAVD 88     -       228.779  (meters)     750.59   (feet)  ADJUSTED  
 FD0326  ___________________________________________________________________
 FD0326  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0326  DYNAMIC HT  -         228.569 (meters)     749.90  (feet)  COMP
 FD0326  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 FD0326
 FD0326  VERT ORDER  -  FIRST     CLASS II
 FD0326
 FD0326.The horizontal coordinates were scaled from a topographic map and have
 FD0326.an estimated accuracy of +/- 6 seconds.
 FD0326
 FD0326.The orthometric height was determined by differential leveling
 FD0326.and adjusted by the National Geodetic Survey in June 1991..
 FD0326
 FD0326.The geoid height was determined by GEOID03.
 FD0326
 FD0326.The dynamic height is computed by dividing the NAVD 88
 FD0326.geopotential number by the normal gravity value computed on the
 FD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0326.degrees latitude (g = 980.6199 gals.).
 FD0326
 FD0326.The modeled gravity was interpolated from observed gravity values.
 FD0326
 FD0326;                    North         East    Units  Estimated Accuracy
 FD0326;SPC TN       -   104,660.      542,860.      MT  (+/- 180 meters Scaled)
 FD0326
 FD0326                          SUPERSEDED SURVEY CONTROL
 FD0326
 FD0326  NGVD 29 (??/??/92)  228.758  (m)          750.52   (f) ADJ UNCH    1 2
 FD0326
 FD0326.Superseded values are not recommended for survey control.
 FD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0326.See file dsdata.txt to determine how the superseded data were derived.
 FD0326
 FD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE338036(NAD 83)
 FD0326_MARKER: DB = BENCH MARK DISK
 FD0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0326_STAMPING: E 180 1949
 FD0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0326+STABILITY: SURFACE MOTION
 FD0326
 FD0326  HISTORY     - Date     Condition        Report By
 FD0326  HISTORY     - 1949     MONUMENTED       CGS
 FD0326
 FD0326                          STATION DESCRIPTION
 FD0326
 FD0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0326'3 MI SE FROM PETERSBURG.
 FD0326'3.05 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0326'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.45 MILE
 FD0326'SOUTHEAST OF A BRIDGE OVER CANE CREEK, AT A ROAD CROSSING, 93
 FD0326'FEET NORTH-NORTHWEST OF POLE NO. 49/5, 53 FEET WEST AND ACROSS
 FD0326'THE TRACK FROM T.V.A. POWER POLE NO. 283, 43 1/2 FEET EAST OF
 FD0326'THE CENTER LINE OF STATE HIGHWAY 50, 39 1/2 FEET SOUTH-SOUTHWEST
 FD0326'OF THE CENTER OF THE CROSSING, 35 FEET SOUTH-SOUTHEAST OF THE
 FD0326'CENTER OF THE ROAD, 20 FEET WEST OF THE WEST RAIL, 1 1/2 FEET
 FD0326'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FD0326'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0184 ***********************************************************************
 GD0184  DESIGNATION -  E 181
 GD0184  PID         -  GD0184
 GD0184  STATE/COUNTY-  TN/HENRY
 GD0184  USGS QUAD   -  PARIS (1986)
 GD0184
 GD0184                         *CURRENT SURVEY CONTROL
 GD0184  ___________________________________________________________________
 GD0184* NAD 83(1986)-  36 18 12.     (N)    088 20 29.     (W)     SCALED    
 GD0184* NAVD 88     -       138.042  (meters)     452.89   (feet)  ADJUSTED  
 GD0184  ___________________________________________________________________
 GD0184  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0184  DYNAMIC HT  -         137.929 (meters)     452.52  (feet)  COMP
 GD0184  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 GD0184
 GD0184  VERT ORDER  -  FIRST     CLASS II
 GD0184
 GD0184.The horizontal coordinates were scaled from a topographic map and have
 GD0184.an estimated accuracy of +/- 6 seconds.
 GD0184
 GD0184.The orthometric height was determined by differential leveling
 GD0184.and adjusted by the National Geodetic Survey in June 1991..
 GD0184
 GD0184.The geoid height was determined by GEOID03.
 GD0184
 GD0184.The dynamic height is computed by dividing the NAVD 88
 GD0184.geopotential number by the normal gravity value computed on the
 GD0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0184.degrees latitude (g = 980.6199 gals.).
 GD0184
 GD0184.The modeled gravity was interpolated from observed gravity values.
 GD0184
 GD0184;                    North         East    Units  Estimated Accuracy
 GD0184;SPC TN       -   221,090.      389,730.      MT  (+/- 180 meters Scaled)
 GD0184
 GD0184                          SUPERSEDED SURVEY CONTROL
 GD0184
 GD0184  NGVD 29 (??/??/??)  138.084  (m)          453.03   (f) ADJUSTED    1 2
 GD0184
 GD0184.Superseded values are not recommended for survey control.
 GD0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0184.See file dsdata.txt to determine how the superseded data were derived.
 GD0184
 GD0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF795184(NAD 83)
 GD0184_MARKER: DB = BENCH MARK DISK
 GD0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0184_SP_SET: CULVERT
 GD0184_STAMPING: E 181 1949
 GD0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0184+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0184
 GD0184  HISTORY     - Date     Condition        Report By
 GD0184  HISTORY     - 1949     MONUMENTED       CGS
 GD0184  HISTORY     - 1968     GOOD             CGS
 GD0184  HISTORY     - 1971     GOOD             NGS
 GD0184  HISTORY     - 20040508 GOOD             USACE
 GD0184
 GD0184                          STATION DESCRIPTION
 GD0184
 GD0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0184'IN PARIS.
 GD0184'THE MARK IS ABOUT 0.9 OF A MILE WEST ALONG STATE ROUTES 54 AND
 GD0184'69 FROM THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE
 GD0184'SQUARE IN PARIS, NEAR THE JUNCTION OF THE HIGHWAYS WHERE THEY
 GD0184'SPLIT, AND STATE ROUTE 69 BEARS RIGHT, NORTH.  IT IS 81 FEET EAST
 GD0184'OF THE APPROXIMATE CENTER OF CONNECTING ROAD BETWEEN STATE
 GD0184'ROUTES 54 AND 69, 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GD0184'STATE ROUTE 69, 12 FEET SOUTHEAST OF A LARGE UTILITY POLE WITH
 GD0184'THREE ELECTRIC TRANSFORMERS ATTACHED, 1.3 FEET SOUTHEAST OF A
 GD0184'METAL WITNESS POST AND SIGN, AND 1 FOOT SOUTHEAST OF THE
 GD0184'NORTHWEST END OF A CONCRETE HEADWALL.  IT IS A STANDARD DISK
 GD0184'CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHWEST END OF THE
 GD0184'SOUTHEAST HEADWALL OF A 20-FOOT BOX CULVERT ABOUT 2 FEET BELOW
 GD0184'THE LEVEL OF THE HIGHWAY, AND THE DISK IS STAMPED E 181 1949.
 GD0184'NOTE-- 39.85 FT SE OF POWER POLE.  C AND GS POST AND SIGN AND
 GD0184'MONUMENT.
 GD0184
 GD0184                          STATION RECOVERY (1971)
 GD0184
 GD0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0184'RECOVERED IN GOOD CONDITION.
 GD0184
 GD0184                          STATION RECOVERY (2004)
 GD0184
 GD0184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1394 ***********************************************************************
 GC1394  DESIGNATION -  E 182
 GC1394  PID         -  GC1394
 GC1394  STATE/COUNTY-  TN/MONTGOMERY
 GC1394  USGS QUAD   -  EXCELL (1983)
 GC1394
 GC1394                         *CURRENT SURVEY CONTROL
 GC1394  ___________________________________________________________________
 GC1394* NAD 83(1986)-  36 24 16.     (N)    087 16 07.     (W)     SCALED    
 GC1394* NAVD 88     -       121.144  (meters)     397.45   (feet)  ADJUSTED  
 GC1394  ___________________________________________________________________
 GC1394  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC1394  DYNAMIC HT  -         121.043 (meters)     397.12  (feet)  COMP
 GC1394  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 GC1394
 GC1394  VERT ORDER  -  FIRST     CLASS II
 GC1394
 GC1394.The horizontal coordinates were scaled from a topographic map and have
 GC1394.an estimated accuracy of +/- 6 seconds.
 GC1394
 GC1394.The orthometric height was determined by differential leveling
 GC1394.and adjusted by the National Geodetic Survey in June 1991..
 GC1394
 GC1394.The geoid height was determined by GEOID03.
 GC1394
 GC1394.The dynamic height is computed by dividing the NAVD 88
 GC1394.geopotential number by the normal gravity value computed on the
 GC1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1394.degrees latitude (g = 980.6199 gals.).
 GC1394
 GC1394.The modeled gravity was interpolated from observed gravity values.
 GC1394
 GC1394;                    North         East    Units  Estimated Accuracy
 GC1394;SPC TN       -   230,530.      486,210.      MT  (+/- 180 meters Scaled)
 GC1394
 GC1394                          SUPERSEDED SURVEY CONTROL
 GC1394
 GC1394  NGVD 29 (??/??/92)  121.206  (m)          397.66   (f) ADJ UNCH    1 2
 GC1394
 GC1394.Superseded values are not recommended for survey control.
 GC1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1394.See file dsdata.txt to determine how the superseded data were derived.
 GC1394
 GC1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF759288(NAD 83)
 GC1394_MARKER: DB = BENCH MARK DISK
 GC1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1394_SP_SET: STONE
 GC1394_STAMPING: E 182 1949
 GC1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1394+STABILITY: SURFACE MOTION
 GC1394
 GC1394  HISTORY     - Date     Condition        Report By
 GC1394  HISTORY     - 1949     MONUMENTED       CGS
 GC1394  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1394
 GC1394                          STATION DESCRIPTION
 GC1394
 GC1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1394'11.4 MI SE FROM CLARKSVILLE.
 GC1394'11.4 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1394'STATION AT CLARKSVILLE, ABOUT 1.2 MILES SOUTHEAST OF THE STATION
 GC1394'SIGN HICKORY POINT, SET IN THE TOP OF THE SOUTH END OF THE THIRD
 GC1394'ROW OF STONE MASONRY FROM THE TOP OF THE SOUTH STONE WING WALL OF
 GC1394'STEEL TRESTLE NO. 44-56 OVER BRUSH CREEK, 18 FEET SOUTHWEST OF
 GC1394'THE SOUTHWEST RAIL, 20 FEET SOUTH OF THE SOUTH CORNER OF THE
 GC1394'STEEL TRESTLE, 1.8 FEET NORTH OF THE SOUTH FACE OF THE WING WALL,
 GC1394'1.6 FEET EAST OF THE WEST FACE OF THE WING WALL AND ABOUT 5 FEET
 GC1394'BELOW THE TRACK.
 GC1394
 GC1394                          STATION RECOVERY (1984)
 GC1394
 GC1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1394'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1119 ***********************************************************************
 GC1119  DESIGNATION -  E 183
 GC1119  PID         -  GC1119
 GC1119  STATE/COUNTY-  TN/MONTGOMERY
 GC1119  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1119
 GC1119                         *CURRENT SURVEY CONTROL
 GC1119  ___________________________________________________________________
 GC1119* NAD 83(1995)-  36 37 15.57318(N)    087 25 12.04851(W)     ADJUSTED  
 GC1119* NAVD 88     -       164.854  (meters)     540.86   (feet)  ADJUSTED  
 GC1119  ___________________________________________________________________
 GC1119  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GC1119  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1119  DYNAMIC HT  -         164.718 (meters)     540.41  (feet)  COMP
 GC1119  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GC1119
 GC1119  HORZ ORDER  -  SECOND
 GC1119  VERT ORDER  -  FIRST     CLASS II
 GC1119
 GC1119.This mark is at Outlaw Field Airport (CKV)
 GC1119
 GC1119.The horizontal coordinates were established by classical geodetic methods
 GC1119.and adjusted by the National Geodetic Survey in April 1999..
 GC1119
 GC1119.The orthometric height was determined by differential leveling
 GC1119.and adjusted by the National Geodetic Survey in June 1991..
 GC1119
 GC1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1119
 GC1119.The geoid height was determined by GEOID03.
 GC1119
 GC1119.The dynamic height is computed by dividing the NAVD 88
 GC1119.geopotential number by the normal gravity value computed on the
 GC1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1119.degrees latitude (g = 980.6199 gals.).
 GC1119
 GC1119.The modeled gravity was interpolated from observed gravity values.
 GC1119
 GC1119;                    North         East     Units Scale Factor Converg.
 GC1119;SPC TN       -   254,744.436   472,976.689   MT  1.00004263   -0 49 52.8
 GC1119;SPC TN       -   835,774.04  1,551,757.69   sFT  1.00004263   -0 49 52.8
 GC1119;SPC KY1Z     - 1,033,264.149 1,350,601.430   MT  1.00014266   -1 01 31.2
 GC1119;SPC KY1Z     - 3,389,967.46  4,431,098.19   sFT  1.00014266   -1 01 31.2
 GC1119;SPC KY S     -   533,243.077   350,619.217   MT  1.00002229   -1 00 46.1
 GC1119;SPC KY S     - 1,749,481.66  1,150,323.21   sFT  1.00002229   -1 00 46.1
 GC1119;UTM  16      - 4,052,911.300   462,444.089   MT  0.99961738   -0 15 02.0
 GC1119
 GC1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1119!SPC TN       -   0.99997877  x   1.00004263  =   1.00002140
 GC1119!SPC KY1Z     -   0.99997877  x   1.00014266  =   1.00012143
 GC1119!SPC KY S     -   0.99997877  x   1.00002229  =   1.00000106
 GC1119!UTM  16      -   0.99997877  x   0.99961738  =   0.99959616
 GC1119
 GC1119                          SUPERSEDED SURVEY CONTROL
 GC1119
 GC1119  NAD 83(1995)-  36 37 15.57341(N)    087 25 12.04917(W) AD(       ) 2
 GC1119  NAD 83(1995)-  36 37 15.58088(N)    087 25 12.05134(W) AD(       ) 2
 GC1119  NAD 83(1986)-  36 37 15.58256(N)    087 25 12.05142(W) AD(       ) 2
 GC1119  NAD 27      -  36 37 15.41400(N)    087 25 12.01900(W) AD(       ) 2
 GC1119  NGVD 29 (??/??/92)  164.912  (m)          541.05   (f) ADJ UNCH    1 2
 GC1119
 GC1119.Superseded values are not recommended for survey control.
 GC1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1119.See file dsdata.txt to determine how the superseded data were derived.
 GC1119
 GC1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6244452911(NAD 83)
 GC1119_MARKER: DB = BENCH MARK DISK
 GC1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1119_STAMPING: E 183 1949
 GC1119_MARK LOGO: CGS   
 GC1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1119+STABILITY: SURFACE MOTION
 GC1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1119+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2001
 GC1119
 GC1119  HISTORY     - Date     Condition        Report By
 GC1119  HISTORY     - 1949     MONUMENTED       CGS
 GC1119  HISTORY     - 1953     GOOD             CGS
 GC1119  HISTORY     - 1960     GOOD             LOCSUR
 GC1119  HISTORY     - 1970     GOOD             NGS
 GC1119  HISTORY     - 1973     GOOD             NGS
 GC1119  HISTORY     - 1979     GOOD             LOCSUR
 GC1119  HISTORY     - 19970910 GOOD             LOCENG
 GC1119  HISTORY     - 20010812 GOOD             TNDT
 GC1119
 GC1119                          STATION DESCRIPTION
 GC1119
 GC1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1119'11.2 MI N FROM CLARKSVILLE.
 GC1119'11.2 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1119'STATION AT CLARKSVILLE, ABOUT 92 YARDS SOUTHEAST OF THE CENTER
 GC1119'OF THE ENTRANCE TO OUTLAW FIELD AIRPORT, ABOUT 60 YARDS EAST
 GC1119'OF THE TRACK, SET ABOUT 1.5 FEET EAST OF CENTER AND UNDER
 GC1119'STEEL TOWER OF A BEACON LIGHT, ABOUT LEVEL WITH THE GROUNDS
 GC1119'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1119
 GC1119                          STATION RECOVERY (1953)
 GC1119
 GC1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1119'STATION IS LOCATED 7 MILES NORTHWEST OF CLARKSVILLE ON THE GROUNDS OF
 GC1119'THE OUTLAW AIRPORT.  THE MARK IS SET NEAR THE CENTER OF THE BASE
 GC1119'OF THE AIRPORT AIRWAY BEACON.  THE MARK IS A CONCRETE POST, 12 INCHES
 GC1119'IN DIAMETER, FLUSH WITH THE GROUND, WITH A STANDARD U.S. COAST
 GC1119'AND GEODETIC SURVEY BENCH MARK DISK ATOP STAMPED E 183 1949.
 GC1119'
 GC1119'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OUTLAW AND
 GC1119'THE DISTANCE IS 153.985 METERS (505.20 FEET).
 GC1119
 GC1119                          STATION RECOVERY (1960)
 GC1119
 GC1119'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC1119'STATION RECOVERED.
 GC1119
 GC1119                          STATION RECOVERY (1970)
 GC1119
 GC1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BHB)
 GC1119'STATION WAS RECOVERED AS DESCRIBED.
 GC1119'
 GC1119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC1119'AT OUTLAW FIELD.
 GC1119
 GC1119                          STATION RECOVERY (1973)
 GC1119
 GC1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GC1119'RECOVERED IN GOOD CONDITION.
 GC1119
 GC1119                          STATION RECOVERY (1979)
 GC1119
 GC1119'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GC1119'RECOVERED IN GOOD CONDITION.
 GC1119
 GC1119                          STATION RECOVERY (1997)
 GC1119
 GC1119'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GMK)
 GC1119'RECOVERED AS DESCRIBED.
 GC1119
 GC1119                          STATION RECOVERY (2001)
 GC1119
 GC1119'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1177 ***********************************************************************
 FC1177  DESIGNATION -  E 184
 FC1177  PID         -  FC1177
 FC1177  STATE/COUNTY-  TN/HAMILTON
 FC1177  USGS QUAD   -  CHATTANOOGA (1976)
 FC1177
 FC1177                         *CURRENT SURVEY CONTROL
 FC1177  ___________________________________________________________________
 FC1177* NAD 83(1986)-  35 02 28.     (N)    085 17 20.     (W)     SCALED    
 FC1177* NAVD 88     -       207.516  (meters)     680.83   (feet)  ADJUSTED  
 FC1177  ___________________________________________________________________
 FC1177  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1177  DYNAMIC HT  -         207.310 (meters)     680.15  (feet)  COMP
 FC1177  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 FC1177
 FC1177  VERT ORDER  -  FIRST     CLASS II
 FC1177
 FC1177.The horizontal coordinates were scaled from a topographic map and have
 FC1177.an estimated accuracy of +/- 6 seconds.
 FC1177
 FC1177.The orthometric height was determined by differential leveling
 FC1177.and adjusted by the National Geodetic Survey in June 1991..
 FC1177.WARNING-Repeat measurements at this control monument indicate possible
 FC1177.vertical movement.
 FC1177
 FC1177.The geoid height was determined by GEOID03.
 FC1177
 FC1177.The dynamic height is computed by dividing the NAVD 88
 FC1177.geopotential number by the normal gravity value computed on the
 FC1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1177.degrees latitude (g = 980.6199 gals.).
 FC1177
 FC1177.The modeled gravity was interpolated from observed gravity values.
 FC1177
 FC1177;                    North         East    Units  Estimated Accuracy
 FC1177;SPC TN       -    78,770.      664,890.      MT  (+/- 180 meters Scaled)
 FC1177
 FC1177                          SUPERSEDED SURVEY CONTROL
 FC1177
 FC1177  NGVD 29 (??/??/92)  207.564  (m)          680.98   (f) ADJ UNCH    1 2
 FC1177
 FC1177.Superseded values are not recommended for survey control.
 FC1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1177.See file dsdata.txt to determine how the superseded data were derived.
 FC1177
 FC1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD560789(NAD 83)
 FC1177_MARKER: DB = BENCH MARK DISK
 FC1177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1177_SP_SET: BUILDING
 FC1177_STAMPING: E 184 1950
 FC1177_MARK LOGO: CGS   
 FC1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1177
 FC1177  HISTORY     - Date     Condition        Report By
 FC1177  HISTORY     - 1950     MONUMENTED       CGS
 FC1177  HISTORY     - 1972     GOOD             TVA
 FC1177  HISTORY     - 1983     GOOD             NGS
 FC1177  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 FC1177
 FC1177                          STATION DESCRIPTION
 FC1177
 FC1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1177'AT CHATTANOOGA.
 FC1177'AT CHATTANOOGA, AT THE JUNCTION OF ONEAL STREET AND MC CALLIE
 FC1177'AVENUE, SET VERTICALLY IN THE NORTH FACE AT THE NORTHWEST CORNER
 FC1177'OF THE BUILDING OCCUPIED BY MERCER BAKING COMPANY, 1 FOOT EAST
 FC1177'OF THE NORTHWEST CORNER OF THE BUILDING AND 2 1/2 FEET ABOVE THE
 FC1177'WALK.
 FC1177
 FC1177                          STATION RECOVERY (1972)
 FC1177
 FC1177'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1177'RECOVERED IN GOOD CONDITION.
 FC1177
 FC1177                          STATION RECOVERY (1983)
 FC1177
 FC1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1177'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE MERCER BAKING COMPANY TO
 FC1177'THE BLOOD PLASMA DONOR CENTER.
 FC1177
 FC1177                          STATION RECOVERY (1998)
 FC1177
 FC1177'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0291 ***********************************************************************
 FD0291  DESIGNATION -  E 185
 FD0291  PID         -  FD0291
 FD0291  STATE/COUNTY-  TN/MARSHALL
 FD0291  USGS QUAD   -  LEWISBURG (1981)
 FD0291
 FD0291                         *CURRENT SURVEY CONTROL
 FD0291  ___________________________________________________________________
 FD0291* NAD 83(1986)-  35 28 57.     (N)    086 48 52.     (W)     SCALED    
 FD0291* NAVD 88     -       229.953  (meters)     754.44   (feet)  ADJUSTED  
 FD0291  ___________________________________________________________________
 FD0291  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0291  DYNAMIC HT  -         229.747 (meters)     753.76  (feet)  COMP
 FD0291  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FD0291
 FD0291  VERT ORDER  -  FIRST     CLASS II
 FD0291
 FD0291.The horizontal coordinates were scaled from a topographic map and have
 FD0291.an estimated accuracy of +/- 6 seconds.
 FD0291
 FD0291.The orthometric height was determined by differential leveling
 FD0291.and adjusted by the National Geodetic Survey in June 1991..
 FD0291
 FD0291.The geoid height was determined by GEOID03.
 FD0291
 FD0291.The dynamic height is computed by dividing the NAVD 88
 FD0291.geopotential number by the normal gravity value computed on the
 FD0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0291.degrees latitude (g = 980.6199 gals.).
 FD0291
 FD0291.The modeled gravity was interpolated from observed gravity values.
 FD0291
 FD0291;                    North         East    Units  Estimated Accuracy
 FD0291;SPC TN       -   127,810.      526,090.      MT  (+/- 180 meters Scaled)
 FD0291
 FD0291                          SUPERSEDED SURVEY CONTROL
 FD0291
 FD0291  NGVD 29 (??/??/92)  229.930  (m)          754.36   (f) ADJ UNCH    1 2
 FD0291
 FD0291.Superseded values are not recommended for survey control.
 FD0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0291.See file dsdata.txt to determine how the superseded data were derived.
 FD0291
 FD0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE168265(NAD 83)
 FD0291_MARKER: DB = BENCH MARK DISK
 FD0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0291_STAMPING: E 185 1949
 FD0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0291+STABILITY: SURFACE MOTION
 FD0291
 FD0291  HISTORY     - Date     Condition        Report By
 FD0291  HISTORY     - 1949     MONUMENTED       CGS
 FD0291  HISTORY     - 1966     MARK NOT FOUND   TVA
 FD0291
 FD0291                          STATION DESCRIPTION
 FD0291
 FD0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0291'2.8 MI NW FROM LEWISBURG.
 FD0291'2.35 MILES NORTHWEST ALONG FRANKLIN PIKE ROAD FROM HARDISON
 FD0291'GRAMMAR SCHOOL AT LEWISBURG, THENCE ABOUT 0.45 MILE WEST ALONG
 FD0291'A GRAVEL ROAD, AT THE CROSSING OF THE ABANDONED NASHVILLE,
 FD0291'CHATTANOOGA AND ST. LOUIS RAILWAY, 138 1/2 FEET NORTH-NORTHEAST
 FD0291'AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A SMALL WHITE
 FD0291'HOUSE, 53 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING,
 FD0291'42 FEET NORTHEAST OF THE CENTER OF THE OLD RAILWAY BED, 28
 FD0291'FEET NORTH OF A POWER POLE, 49 FEET NORTH OF THE CENTER LINE
 FD0291'OF THE ROAD, 11 1/2 FEET WEST OF THE CENTER LINE OF A FARM
 FD0291'ROAD NORTH, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 FD0291'2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 FD0291'POST PROJECTING 3 INCHES.
 FD0291
 FD0291                          STATION RECOVERY (1966)
 FD0291
 FD0291'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1966
 FD0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0049 ***********************************************************************
 FD0049  DESIGNATION -  E 186
 FD0049  PID         -  FD0049
 FD0049  STATE/COUNTY-  TN/RUTHERFORD
 FD0049  USGS QUAD   -  WALTERHILL (1998)
 FD0049
 FD0049                         *CURRENT SURVEY CONTROL
 FD0049  ___________________________________________________________________
 FD0049* NAD 83(1986)-  35 55 06.     (N)    086 27 49.     (W)     SCALED    
 FD0049* NAVD 88     -       169.180  (meters)     555.05   (feet)  ADJUSTED  
 FD0049  ___________________________________________________________________
 FD0049  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0049  DYNAMIC HT  -         169.033 (meters)     554.57  (feet)  COMP
 FD0049  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 FD0049
 FD0049  VERT ORDER  -  FIRST     CLASS II
 FD0049
 FD0049.The horizontal coordinates were scaled from a topographic map and have
 FD0049.an estimated accuracy of +/- 6 seconds.
 FD0049
 FD0049.The orthometric height was determined by differential leveling
 FD0049.and adjusted by the National Geodetic Survey in June 1991..
 FD0049
 FD0049.The geoid height was determined by GEOID03.
 FD0049
 FD0049.The dynamic height is computed by dividing the NAVD 88
 FD0049.geopotential number by the normal gravity value computed on the
 FD0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0049.degrees latitude (g = 980.6199 gals.).
 FD0049
 FD0049.The modeled gravity was interpolated from observed gravity values.
 FD0049
 FD0049;                    North         East    Units  Estimated Accuracy
 FD0049;SPC TN       -   175,950.      558,160.      MT  (+/- 180 meters Scaled)
 FD0049
 FD0049                          SUPERSEDED SURVEY CONTROL
 FD0049
 FD0049  NGVD 29 (??/??/92)  169.196  (m)          555.10   (f) ADJ UNCH    1 2
 FD0049
 FD0049.Superseded values are not recommended for survey control.
 FD0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0049.See file dsdata.txt to determine how the superseded data were derived.
 FD0049
 FD0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE483750(NAD 83)
 FD0049_MARKER: DB = BENCH MARK DISK
 FD0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0049_STAMPING: E 186 1949
 FD0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0049+STABILITY: SURFACE MOTION
 FD0049
 FD0049  HISTORY     - Date     Condition        Report By
 FD0049  HISTORY     - 1949     MONUMENTED       CGS
 FD0049  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0049
 FD0049                          STATION DESCRIPTION
 FD0049
 FD0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0049'6.2 MI NW FROM MURFREESBORO.
 FD0049'6.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0049'LOUIS RAILWAY FROM THE STATION AT MURFREESBORO, ABOUT 5.4 MILES
 FD0049'SOUTHEAST OF THE STATION AT SMYRNA, AT A ROAD CROSSING AND AT THE
 FD0049'FLAG STATION AT FLORENCE, 444 FEET SOUTHEAST AND ACROSS THE
 FD0049'TRACK FROM THE SOUTH CORNER OF THE SMALL STATION BUILDING, 60
 FD0049'FEET WEST-NORTHWEST OF A SWITCH FOR A SIDE TRACK, 63 FEET SOUTHWEST
 FD0049'AND ACROSS THE TRACK FROM POLE NO. 25/18, 30 FEET SOUTHWEST OF
 FD0049'THE SOUTHWEST RAIL OF THE MAIN TRACK, 35 1/2 FEET NORTHWEST
 FD0049'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHWEST OF TELEPHONE
 FD0049'POLE NO. E 60, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 FD0049'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0049'POST PROJECTING 2 INCHES.
 FD0049
 FD0049                          STATION RECOVERY (2001)
 FD0049
 FD0049'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0412 ***********************************************************************
 GC0412  DESIGNATION -  E 187
 GC0412  PID         -  GC0412
 GC0412  STATE/COUNTY-  TN/DAVIDSON
 GC0412  USGS QUAD   -  ANTIOCH (1983)
 GC0412
 GC0412                         *CURRENT SURVEY CONTROL
 GC0412  ___________________________________________________________________
 GC0412* NAD 83(1986)-  36 03 00.     (N)    086 39 54.     (W)     SCALED    
 GC0412* NAVD 88     -       160.772  (meters)     527.47   (feet)  ADJUSTED  
 GC0412  ___________________________________________________________________
 GC0412  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0412  DYNAMIC HT  -         160.633 (meters)     527.01  (feet)  COMP
 GC0412  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GC0412
 GC0412  VERT ORDER  -  FIRST     CLASS II
 GC0412
 GC0412.The horizontal coordinates were scaled from a topographic map and have
 GC0412.an estimated accuracy of +/- 6 seconds.
 GC0412
 GC0412.The orthometric height was determined by differential leveling
 GC0412.and adjusted by the National Geodetic Survey in June 1991..
 GC0412
 GC0412.The geoid height was determined by GEOID03.
 GC0412
 GC0412.The dynamic height is computed by dividing the NAVD 88
 GC0412.geopotential number by the normal gravity value computed on the
 GC0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0412.degrees latitude (g = 980.6199 gals.).
 GC0412
 GC0412.The modeled gravity was interpolated from observed gravity values.
 GC0412
 GC0412;                    North         East    Units  Estimated Accuracy
 GC0412;SPC TN       -   190,670.      540,080.      MT  (+/- 180 meters Scaled)
 GC0412
 GC0412                          SUPERSEDED SURVEY CONTROL
 GC0412
 GC0412  NGVD 29 (??/??/92)  160.795  (m)          527.54   (f) ADJ UNCH    1 2
 GC0412
 GC0412.Superseded values are not recommended for survey control.
 GC0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0412.See file dsdata.txt to determine how the superseded data were derived.
 GC0412
 GC0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE301895(NAD 83)
 GC0412_MARKER: DB = BENCH MARK DISK
 GC0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0412_STAMPING: E 187 1949
 GC0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0412+STABILITY: SURFACE MOTION
 GC0412
 GC0412  HISTORY     - Date     Condition        Report By
 GC0412  HISTORY     - 1949     MONUMENTED       CGS
 GC0412  HISTORY     - 1960     GOOD             NGS
 GC0412  HISTORY     - 1968     MARK NOT FOUND   NGS
 GC0412
 GC0412                          STATION DESCRIPTION
 GC0412
 GC0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0412'0.7 MI SE FROM ANTIOCH.
 GC0412'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 GC0412'ROAD FOR 0.1 MILE, THEN 0.5 MILE SOUTHEAST ON INTERSTATE HIGHWAY
 GC0412'24, THEN 0.1 MILE NORTH ON A PAVED ROAD TO A RAILROAD CROSSING.  THE
 GC0412'BENCH MARK IS 44 FT. NORTHEAST OF THE CENTER OF THE CROSSING,
 GC0412'40 FT. NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 GC0412'29 FT. EAST OF THE CENTER OF THE ROAD, 15 FT. NORTHEAST OF THE
 GC0412'EAST END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 3 FT. SOUTHEAST
 GC0412'OF A FENCE CORNER, AND 1.2 FT. WEST OF A WITNESS SIGN.  THE DISK
 GC0412'IS SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH, AND ABOUT
 GC0412'3 FT. ABOVE THE LEVEL OF THE TRACK.
 GC0412
 GC0412                          STATION RECOVERY (1968)
 GC0412
 GC0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0387 ***********************************************************************
 GC0387  DESIGNATION -  E 188
 GC0387  PID         -  GC0387
 GC0387  STATE/COUNTY-  TN/DAVIDSON
 GC0387  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0387
 GC0387                         *CURRENT SURVEY CONTROL
 GC0387  ___________________________________________________________________
 GC0387* NAD 83(1986)-  36 11 12.     (N)    086 48 14.     (W)     SCALED    
 GC0387* NAVD 88     -       141.392  (meters)     463.88   (feet)  ADJUSTED  
 GC0387  ___________________________________________________________________
 GC0387  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0387  DYNAMIC HT  -         141.271 (meters)     463.49  (feet)  COMP
 GC0387  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 GC0387
 GC0387  VERT ORDER  -  FIRST     CLASS II
 GC0387
 GC0387.The horizontal coordinates were scaled from a topographic map and have
 GC0387.an estimated accuracy of +/- 6 seconds.
 GC0387
 GC0387.The orthometric height was determined by differential leveling
 GC0387.and adjusted by the National Geodetic Survey in June 1991..
 GC0387
 GC0387.The geoid height was determined by GEOID03.
 GC0387
 GC0387.The dynamic height is computed by dividing the NAVD 88
 GC0387.geopotential number by the normal gravity value computed on the
 GC0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0387.degrees latitude (g = 980.6199 gals.).
 GC0387
 GC0387.The modeled gravity was interpolated from observed gravity values.
 GC0387
 GC0387;                    North         East    Units  Estimated Accuracy
 GC0387;SPC TN       -   205,920.      527,690.      MT  (+/- 180 meters Scaled)
 GC0387
 GC0387                          SUPERSEDED SURVEY CONTROL
 GC0387
 GC0387  NGVD 29 (??/??/92)  141.418  (m)          463.97   (f) ADJ UNCH    1 2
 GC0387
 GC0387.Superseded values are not recommended for survey control.
 GC0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0387.See file dsdata.txt to determine how the superseded data were derived.
 GC0387
 GC0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF176046(NAD 83)
 GC0387_MARKER: DB = BENCH MARK DISK
 GC0387_SETTING: 66 = SET IN ROCK OUTCROP
 GC0387_SP_SET: ROCK OUTCROP
 GC0387_STAMPING: E 188 1949
 GC0387_MARK LOGO: CGS   
 GC0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0387+STABILITY: POSITION/ELEVATION WELL
 GC0387
 GC0387  HISTORY     - Date     Condition        Report By
 GC0387  HISTORY     - 1949     MONUMENTED       CGS
 GC0387  HISTORY     - 1960     GOOD             NGS
 GC0387  HISTORY     - 1984     GOOD             NGS
 GC0387  HISTORY     - 19870808 GOOD             LOCSUR
 GC0387
 GC0387                          STATION DESCRIPTION
 GC0387
 GC0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0387'AT NASHVILLE.
 GC0387'AT NASHVILLE, ABOUT 0.45 MILE NORTH ALONG 9TH STREET NORTH FROM THE
 GC0387'R.W. JONES SCHOOL AND CROSSING OF BUCHANAN STREET, AT THE JUNCTION
 GC0387'OF CASS STREET, SET IN THE TOP OF A FLAT ROCK OUTCROP ABOUT 25 FEET
 GC0387'SQUARE, 51 FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION, 39
 GC0387'FEET WEST OF THE CENTER LINE OF 9TH AVENUE NORTH, 38 FEET NORTH
 GC0387'OF THE CENTER LINE OF CASS STREET, 3 1/2 FEET SOUTHWEST OF THE
 GC0387'CENTER OF THE STONE STEPS LEADING TO BUENA VISTA PARK, 1 1/2 FEET
 GC0387'SOUTHEAST OF THE BOTTOM STEP AND ABOUT 3 1/2 FEET ABOVE 9TH AVENUE.
 GC0387
 GC0387                          STATION RECOVERY (1960)
 GC0387
 GC0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0387'RECOVERED IN GOOD CONDITION.
 GC0387
 GC0387                          STATION RECOVERY (1984)
 GC0387
 GC0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0387'RECOVERED IN GOOD CONDITION.
 GC0387
 GC0387                          STATION RECOVERY (1987)
 GC0387
 GC0387'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0052 ***********************************************************************
 FE0052  DESIGNATION -  E 19
 FE0052  PID         -  FE0052
 FE0052  STATE/COUNTY-  TN/CARROLL
 FE0052  USGS QUAD   -  BUENA VISTA (1973)
 FE0052
 FE0052                         *CURRENT SURVEY CONTROL
 FE0052  ___________________________________________________________________
 FE0052* NAD 83(1986)-  35 54 38.     (N)    088 18 48.     (W)     SCALED    
 FE0052* NAVD 88     -       129.582  (meters)     425.14   (feet)  ADJUSTED  
 FE0052  ___________________________________________________________________
 FE0052  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FE0052  DYNAMIC HT  -         129.470 (meters)     424.77  (feet)  COMP
 FE0052  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 FE0052
 FE0052  VERT ORDER  -  FIRST     CLASS II
 FE0052
 FE0052.The horizontal coordinates were scaled from a topographic map and have
 FE0052.an estimated accuracy of +/- 6 seconds.
 FE0052
 FE0052.The orthometric height was determined by differential leveling
 FE0052.and adjusted by the National Geodetic Survey in June 1991..
 FE0052
 FE0052.The geoid height was determined by GEOID03.
 FE0052
 FE0052.The dynamic height is computed by dividing the NAVD 88
 FE0052.geopotential number by the normal gravity value computed on the
 FE0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0052.degrees latitude (g = 980.6199 gals.).
 FE0052
 FE0052.The modeled gravity was interpolated from observed gravity values.
 FE0052
 FE0052;                    North         East    Units  Estimated Accuracy
 FE0052;SPC TN       -   177,460.      391,220.      MT  (+/- 180 meters Scaled)
 FE0052
 FE0052                          SUPERSEDED SURVEY CONTROL
 FE0052
 FE0052  NGVD 29 (??/??/??)  129.605  (m)          425.21   (f) ADJUSTED    1 2
 FE0052
 FE0052.Superseded values are not recommended for survey control.
 FE0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0052.See file dsdata.txt to determine how the superseded data were derived.
 FE0052
 FE0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE814748(NAD 83)
 FE0052_MARKER: DB = BENCH MARK DISK
 FE0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0052_STAMPING: 425.376 E 19 1934
 FE0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0052+STABILITY: SURFACE MOTION
 FE0052
 FE0052  HISTORY     - Date     Condition        Report By
 FE0052  HISTORY     - 1934     MONUMENTED       CGS
 FE0052  HISTORY     - 1935     GOOD             CGS
 FE0052
 FE0052                          STATION DESCRIPTION
 FE0052
 FE0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0052'1 MI N FROM WESTPORT.
 FE0052'1.0 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0052'RAILWAY FROM THE STATION AT WESTPORT, CARROLL COUNTY, 10 POLES
 FE0052'SOUTH OF MILEPOST 97, OPPOSITE SURVEY STATION 5131+13, AT A
 FE0052'PRIVATE-ROAD CROSSING, AND 40 FEET EAST OF THE EAST RAIL, AND 12
 FE0052'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 FE0052'STAMPED 425.376 E 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0052'NOTE-- THE DISK WAS SET IN A SLANTING POSITION IN THE TOP OF THE
 FE0052'POST.  THE ELEVATION APPLIES TO THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0480 ***********************************************************************
 GB0480  DESIGNATION -  E 190
 GB0480  PID         -  GB0480
 GB0480  STATE/COUNTY-  TN/ANDERSON
 GB0480  USGS QUAD   -  POWELL (1976)
 GB0480
 GB0480                         *CURRENT SURVEY CONTROL
 GB0480  ___________________________________________________________________
 GB0480* NAD 83(1986)-  36 02 31.     (N)    084 06 43.     (W)     SCALED    
 GB0480* NAVD 88     -       265.118  (meters)     869.81   (feet)  ADJUSTED  
 GB0480  ___________________________________________________________________
 GB0480  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB0480  DYNAMIC HT  -         264.873 (meters)     869.00  (feet)  COMP
 GB0480  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 GB0480
 GB0480  VERT ORDER  -  FIRST     CLASS II
 GB0480
 GB0480.The horizontal coordinates were scaled from a topographic map and have
 GB0480.an estimated accuracy of +/- 6 seconds.
 GB0480
 GB0480.The orthometric height was determined by differential leveling
 GB0480.and adjusted by the National Geodetic Survey in June 1991..
 GB0480
 GB0480.The geoid height was determined by GEOID03.
 GB0480
 GB0480.The dynamic height is computed by dividing the NAVD 88
 GB0480.geopotential number by the normal gravity value computed on the
 GB0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0480.degrees latitude (g = 980.6199 gals.).
 GB0480
 GB0480.The modeled gravity was interpolated from observed gravity values.
 GB0480
 GB0480;                    North         East    Units  Estimated Accuracy
 GB0480;SPC TN       -   191,210.      770,130.      MT  (+/- 180 meters Scaled)
 GB0480
 GB0480                          SUPERSEDED SURVEY CONTROL
 GB0480
 GB0480  NGVD 29 (??/??/92)  265.246  (m)          870.23   (f) ADJ UNCH    1 2
 GB0480
 GB0480.Superseded values are not recommended for survey control.
 GB0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0480.See file dsdata.txt to determine how the superseded data were derived.
 GB0480
 GB0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE601924(NAD 83)
 GB0480_MARKER: DB = BENCH MARK DISK
 GB0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0480_SP_SET: BUILDING
 GB0480_STAMPING: E 190 1950
 GB0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0480
 GB0480  HISTORY     - Date     Condition        Report By
 GB0480  HISTORY     - 1950     MONUMENTED       CGS
 GB0480  HISTORY     - 1967     GOOD             NGS
 GB0480  HISTORY     - 1973     GOOD             TVA
 GB0480
 GB0480                          STATION DESCRIPTION
 GB0480
 GB0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0480'4.6 MI SE FROM CLINTON.
 GB0480'ABOUT 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W FROM THE
 GB0480'COURTHOUSE AT CLINTON, IN THE NORTHWEST CORNER OF THE INTERSECTION
 GB0480'OF RACOON VALLEY ROAD, SET VERTICALLY IN THE EAST FACE OF THE
 GB0480'SOUTHEAST CORNER OF THE FURNACE ROOM OF THE CLAXTON SCHOOL, 1
 GB0480'FOOT NORTH OF THE SOUTHEAST CORNER OF THE FURNACE ROOM WHICH IS
 GB0480'ALSO THE NORTH EDGE OF THE SOUTH ONE OF TWO ENTRANCES TO THE
 GB0480'SCHOOL, 2.7 FEET ABOVE THE GROUND AND ABOUT 10 FEET ABOVE THE
 GB0480'LEVEL OF THE HIGHWAY.  NOTE-- MARK IS 78.1 FEET FROM SE CORNER OF
 GB0480'SCHOOL BUILDING
 GB0480
 GB0480                          STATION RECOVERY (1973)
 GB0480
 GB0480'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0846 ***********************************************************************
 GB0846  DESIGNATION -  E 191
 GB0846  PID         -  GB0846
 GB0846  STATE/COUNTY-  TN/MORGAN
 GB0846  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0846
 GB0846                         *CURRENT SURVEY CONTROL
 GB0846  ___________________________________________________________________
 GB0846* NAD 83(1986)-  36 01 30.     (N)    084 34 35.     (W)     SCALED    
 GB0846* NAVD 88     -       249.885  (meters)     819.83   (feet)  ADJUSTED  
 GB0846  ___________________________________________________________________
 GB0846  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GB0846  DYNAMIC HT  -         249.660 (meters)     819.09  (feet)  COMP
 GB0846  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GB0846
 GB0846  VERT ORDER  -  FIRST     CLASS I
 GB0846
 GB0846.The horizontal coordinates were scaled from a topographic map and have
 GB0846.an estimated accuracy of +/- 6 seconds.
 GB0846
 GB0846.The orthometric height was determined by differential leveling
 GB0846.and adjusted by the National Geodetic Survey in June 1991..
 GB0846
 GB0846.The geoid height was determined by GEOID03.
 GB0846
 GB0846.The dynamic height is computed by dividing the NAVD 88
 GB0846.geopotential number by the normal gravity value computed on the
 GB0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0846.degrees latitude (g = 980.6199 gals.).
 GB0846
 GB0846.The modeled gravity was interpolated from observed gravity values.
 GB0846
 GB0846;                    North         East    Units  Estimated Accuracy
 GB0846;SPC TN       -   188,620.      728,310.      MT  (+/- 180 meters Scaled)
 GB0846
 GB0846                          SUPERSEDED SURVEY CONTROL
 GB0846
 GB0846  NGVD 29 (??/??/92)  250.000  (m)          820.21   (f) ADJ UNCH    1 1
 GB0846
 GB0846.Superseded values are not recommended for survey control.
 GB0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0846.See file dsdata.txt to determine how the superseded data were derived.
 GB0846
 GB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE183894(NAD 83)
 GB0846_MARKER: DB = BENCH MARK DISK
 GB0846_SETTING: 66 = SET IN ROCK OUTCROP
 GB0846_SP_SET: ROCK CUT
 GB0846_STAMPING: E 191 1950
 GB0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0846+STABILITY: POSITION/ELEVATION WELL
 GB0846
 GB0846  HISTORY     - Date     Condition        Report By
 GB0846  HISTORY     - 1950     MONUMENTED       CGS
 GB0846  HISTORY     - 1968     GOOD             NGS
 GB0846
 GB0846                          STATION DESCRIPTION
 GB0846
 GB0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0846'2.8 MI N FROM OAKDALE.
 GB0846'ABOUT 2.85 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0846'AT OAKDALE, 0.25 MILE SOUTHEAST OF A CROSSING OF THE RAILROAD AND
 GB0846'A PACED ROAD, 0.25 MILE SOUTHEAST OF A STEEL HIGHWAY BRIDGE OVER
 GB0846'EMORY RIVER, SET VERTICALLY IN THE WEST FACE OF THE EAST ROCK WALL
 GB0846'OF A CUT FOR THE RAILROAD, 25 FEET EAST OF THE EAST RAIL OF THE
 GB0846'EAST TRACK, 13 FEET SOUTH OF THE NORTH END OF THE CUT, 32 FEET SOUTH
 GB0846'OF A WHISTLE SIGN POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1066 ***********************************************************************
 FC1066  DESIGNATION -  E 192
 FC1066  PID         -  FC1066
 FC1066  STATE/COUNTY-  TN/RHEA
 FC1066  USGS QUAD   -  GRAYSVILLE (1990)
 FC1066
 FC1066                         *CURRENT SURVEY CONTROL
 FC1066  ___________________________________________________________________
 FC1066* NAD 83(1986)-  35 27 04.     (N)    085 03 30.     (W)     SCALED    
 FC1066* NAVD 88     -       238.843  (meters)     783.60   (feet)  ADJUSTED  
 FC1066  ___________________________________________________________________
 FC1066  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FC1066  DYNAMIC HT  -         238.613 (meters)     782.85  (feet)  COMP
 FC1066  MODELED GRAV-     979,663.0   (mgal)                       NAVD 88
 FC1066
 FC1066  VERT ORDER  -  FIRST     CLASS II
 FC1066
 FC1066.The horizontal coordinates were scaled from a topographic map and have
 FC1066.an estimated accuracy of +/- 6 seconds.
 FC1066
 FC1066.The orthometric height was determined by differential leveling
 FC1066.and adjusted by the National Geodetic Survey in June 1991..
 FC1066
 FC1066.The geoid height was determined by GEOID03.
 FC1066
 FC1066.The dynamic height is computed by dividing the NAVD 88
 FC1066.geopotential number by the normal gravity value computed on the
 FC1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1066.degrees latitude (g = 980.6199 gals.).
 FC1066
 FC1066.The modeled gravity was interpolated from observed gravity values.
 FC1066
 FC1066;                    North         East    Units  Estimated Accuracy
 FC1066;SPC TN       -   124,430.      685,490.      MT  (+/- 180 meters Scaled)
 FC1066
 FC1066                          SUPERSEDED SURVEY CONTROL
 FC1066
 FC1066  NGVD 29 (??/??/92)  238.906  (m)          783.81   (f) ADJ UNCH    1 2
 FC1066
 FC1066.Superseded values are not recommended for survey control.
 FC1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1066.See file dsdata.txt to determine how the superseded data were derived.
 FC1066
 FC1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE762248(NAD 83)
 FC1066_MARKER: DB = BENCH MARK DISK
 FC1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1066_STAMPING: E 192 1950
 FC1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1066+STABILITY: SURFACE MOTION
 FC1066
 FC1066  HISTORY     - Date     Condition        Report By
 FC1066  HISTORY     - 1950     MONUMENTED       CGS
 FC1066  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1066
 FC1066                          STATION DESCRIPTION
 FC1066
 FC1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1066'1.5 MI NE FROM GRAYSVILLE.
 FC1066'ABOUT 1.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1066'STATION AT GRAYSVILLE, ABOUT 0.1 MILE NORTHEAST OF A STONE ARCH
 FC1066'CULVERT, AT A PRIVATE ROAD CROSSING, 47 FEET SOUTHEAST OF THE
 FC1066'SOUTHEAST RAIL, 158 FEET EAST OF THE CENTER OF THE CROSSING,
 FC1066'76 FEET NORTHEAST OF THE SOUTHWEST END OF A FENCE LINE, 44 FEET
 FC1066'NORTHEAST OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A FENCE LINE,
 FC1066'2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST, 1 FOOT BELOW
 FC1066'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FC1066'INCHES.
 FC1066
 FC1066                          STATION RECOVERY (1972)
 FC1066
 FC1066'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0773 ***********************************************************************
 FC0773  DESIGNATION -  E 193
 FC0773  PID         -  FC0773
 FC0773  STATE/COUNTY-  TN/MEIGS
 FC0773  USGS QUAD   -  TRANQUILLITY (1990)
 FC0773
 FC0773                         *CURRENT SURVEY CONTROL
 FC0773  ___________________________________________________________________
 FC0773* NAD 83(1986)-  35 37 18.     (N)    084 42 05.     (W)     SCALED    
 FC0773* NAVD 88     -       228.585  (meters)     749.95   (feet)  ADJUSTED  
 FC0773  ___________________________________________________________________
 FC0773  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0773  DYNAMIC HT  -         228.367 (meters)     749.23  (feet)  COMP
 FC0773  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FC0773
 FC0773  VERT ORDER  -  FIRST     CLASS II
 FC0773
 FC0773.The horizontal coordinates were scaled from a topographic map and have
 FC0773.an estimated accuracy of +/- 6 seconds.
 FC0773
 FC0773.The orthometric height was determined by differential leveling
 FC0773.and adjusted by the National Geodetic Survey in June 1991..
 FC0773
 FC0773.The geoid height was determined by GEOID03.
 FC0773
 FC0773.The dynamic height is computed by dividing the NAVD 88
 FC0773.geopotential number by the normal gravity value computed on the
 FC0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0773.degrees latitude (g = 980.6199 gals.).
 FC0773
 FC0773.The modeled gravity was interpolated from observed gravity values.
 FC0773
 FC0773;                    North         East    Units  Estimated Accuracy
 FC0773;SPC TN       -   143,720.      717,640.      MT  (+/- 180 meters Scaled)
 FC0773
 FC0773                          SUPERSEDED SURVEY CONTROL
 FC0773
 FC0773  NGVD 29 (??/??/92)  228.668  (m)          750.22   (f) ADJ UNCH    1 2
 FC0773
 FC0773.Superseded values are not recommended for survey control.
 FC0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0773.See file dsdata.txt to determine how the superseded data were derived.
 FC0773
 FC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE081444(NAD 83)
 FC0773_MARKER: DB = BENCH MARK DISK
 FC0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0773_STAMPING: E 193 1950
 FC0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0773+STABILITY: SURFACE MOTION
 FC0773
 FC0773  HISTORY     - Date     Condition        Report By
 FC0773  HISTORY     - 1950     MONUMENTED       CGS
 FC0773
 FC0773                          STATION DESCRIPTION
 FC0773
 FC0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0773'3.4 MI E FROM PEAKLAND.
 FC0773'3.4 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0773'PEAKLAND, 145 YARDS SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 FC0773'HIGHWAY 68 EAST AND STATE HIGHWAY 58 NORTH-SOUTH, ABOUT 0.95
 FC0773'MILE WEST OF CENTER POINT CROSSROAD, 23 FEET SOUTHWEST OF THE
 FC0773'CENTER LINE OF HIGHWAY 68, 11.5 FEET SOUTHEAST OF A SMALL CEDAR
 FC0773'TREE IN FENCE LINE, 2.5 FEET SOUTH OF A CURVE SIGN, 1 FOOT
 FC0773'NORTHEAST OF A FENCE LINE, 2 FEET NORTHWEST OF A T.V.A. STEEL
 FC0773'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FC0773'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0662 ***********************************************************************
 FC0662  DESIGNATION -  E 194
 FC0662  PID         -  FC0662
 FC0662  STATE/COUNTY-  TN/ROANE
 FC0662  USGS QUAD   -  ROCKWOOD (1980)
 FC0662
 FC0662                         *CURRENT SURVEY CONTROL
 FC0662  ___________________________________________________________________
 FC0662* NAD 83(1986)-  35 48 19.     (N)    084 44 30.     (W)     SCALED    
 FC0662* NAVD 88     -       248.149  (meters)     814.14   (feet)  ADJUSTED  
 FC0662  ___________________________________________________________________
 FC0662  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0662  DYNAMIC HT  -         247.915 (meters)     813.37  (feet)  COMP
 FC0662  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FC0662
 FC0662  VERT ORDER  -  FIRST     CLASS II
 FC0662
 FC0662.The horizontal coordinates were scaled from a topographic map and have
 FC0662.an estimated accuracy of +/- 6 seconds.
 FC0662
 FC0662.The orthometric height was determined by differential leveling
 FC0662.and adjusted by the National Geodetic Survey in June 1991..
 FC0662
 FC0662.The geoid height was determined by GEOID03.
 FC0662
 FC0662.The dynamic height is computed by dividing the NAVD 88
 FC0662.geopotential number by the normal gravity value computed on the
 FC0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0662.degrees latitude (g = 980.6199 gals.).
 FC0662
 FC0662.The modeled gravity was interpolated from observed gravity values.
 FC0662
 FC0662;                    North         East    Units  Estimated Accuracy
 FC0662;SPC TN       -   164,040.      713,730.      MT  (+/- 180 meters Scaled)
 FC0662
 FC0662                          SUPERSEDED SURVEY CONTROL
 FC0662
 FC0662  NGVD 29 (??/??/92)  248.240  (m)          814.43   (f) ADJ UNCH    1 2
 FC0662
 FC0662.Superseded values are not recommended for survey control.
 FC0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0662.See file dsdata.txt to determine how the superseded data were derived.
 FC0662
 FC0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE040647(NAD 83)
 FC0662_MARKER: DB = BENCH MARK DISK
 FC0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0662_STAMPING: E 194 1950
 FC0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0662+STABILITY: SURFACE MOTION
 FC0662
 FC0662  HISTORY     - Date     Condition        Report By
 FC0662  HISTORY     - 1950     MONUMENTED       CGS
 FC0662  HISTORY     - 1972     GOOD             TVA
 FC0662
 FC0662                          STATION DESCRIPTION
 FC0662
 FC0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0662'5.3 MI SW FROM ROCKWOOD.
 FC0662'5.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0662'AT ROCKWOOD, 127 YARDS NORTHEAST OF THE STATION SIGN AT GLEN
 FC0662'ALICE, 64 YARDS NORTHEAST OF MILE POST 273, 73 YARDS SOUTHWEST
 FC0662'OF A CULVERT AND BM H 2, 42.5 FEET SOUTHEAST OF THE SOUTHEAST
 FC0662'RAIL OF THE MAIN TRACK, 37 FEET NORTHWEST OF THE CENTER LINE
 FC0662'OF U.S. HIGHWAY 27, 62 FEET SOUTH OF POWER POLE NO. 213, 5.5
 FC0662'FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A T.V.A.
 FC0662'STEEL WITNESS POST, 3 FEET ABOVE THE TRACK, ABOUT LEVEL WITH
 FC0662'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0662'2 INCHES.
 FC0662
 FC0662                          STATION RECOVERY (1972)
 FC0662
 FC0662'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0720 ***********************************************************************
 FC0720  DESIGNATION -  E 195
 FC0720  PID         -  FC0720
 FC0720  STATE/COUNTY-  TN/ROANE
 FC0720  USGS QUAD   -  HARRIMAN (1980)
 FC0720
 FC0720                         *CURRENT SURVEY CONTROL
 FC0720  ___________________________________________________________________
 FC0720* NAD 83(1986)-  35 57 56.     (N)    084 30 52.     (W)     SCALED    
 FC0720* NAVD 88     -       234.895  (meters)     770.65   (feet)  ADJUSTED  
 FC0720  ___________________________________________________________________
 FC0720  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0720  DYNAMIC HT  -         234.680 (meters)     769.95  (feet)  COMP
 FC0720  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 FC0720
 FC0720  VERT ORDER  -  FIRST     CLASS I
 FC0720
 FC0720.The horizontal coordinates were scaled from a topographic map and have
 FC0720.an estimated accuracy of +/- 6 seconds.
 FC0720
 FC0720.The orthometric height was determined by differential leveling
 FC0720.and adjusted by the National Geodetic Survey in June 1991..
 FC0720
 FC0720.The geoid height was determined by GEOID03.
 FC0720
 FC0720.The dynamic height is computed by dividing the NAVD 88
 FC0720.geopotential number by the normal gravity value computed on the
 FC0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0720.degrees latitude (g = 980.6199 gals.).
 FC0720
 FC0720.The modeled gravity was interpolated from observed gravity values.
 FC0720
 FC0720;                    North         East    Units  Estimated Accuracy
 FC0720;SPC TN       -   182,110.      733,990.      MT  (+/- 180 meters Scaled)
 FC0720
 FC0720                          SUPERSEDED SURVEY CONTROL
 FC0720
 FC0720  NGVD 29 (??/??/92)  235.012  (m)          771.04   (f) ADJ UNCH    1 1
 FC0720
 FC0720.Superseded values are not recommended for survey control.
 FC0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0720.See file dsdata.txt to determine how the superseded data were derived.
 FC0720
 FC0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE241829(NAD 83)
 FC0720_MARKER: DB = BENCH MARK DISK
 FC0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0720_SP_SET: CULVERT
 FC0720_STAMPING: E 195 1950
 FC0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0720
 FC0720  HISTORY     - Date     Condition        Report By
 FC0720  HISTORY     - 1950     MONUMENTED       CGS
 FC0720  HISTORY     - 1967     GOOD             NGS
 FC0720  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0720
 FC0720                          STATION DESCRIPTION
 FC0720
 FC0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0720'2.8 MI NE FROM HARRIMAN.
 FC0720'ABOUT 2.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0720'STATION AT HARRIMAN, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST 47,
 FC0720'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL
 FC0720'OF A 10-FOOT CONCRETE BOX CULVERT UNDER STATE HIGHWAY 61, 46.5
 FC0720'FEET NORTHWEST OF THE NORTHWEST RAIL, 18 FEET SOUTHEAST OF THE
 FC0720'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE TRACK AND ABOUT
 FC0720'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 FC0720
 FC0720                          STATION RECOVERY (1972)
 FC0720
 FC0720'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0847 ***********************************************************************
 FC0847  DESIGNATION -  E 196
 FC0847  PID         -  FC0847
 FC0847  STATE/COUNTY-  TN/MORGAN
 FC0847  USGS QUAD   -  HARRIMAN (1980)
 FC0847
 FC0847                         *CURRENT SURVEY CONTROL
 FC0847  ___________________________________________________________________
 FC0847* NAD 83(1986)-  35 58 51.     (N)    084 33 42.     (W)     SCALED    
 FC0847* NAVD 88     -       245.371  (meters)     805.02   (feet)  ADJUSTED  
 FC0847  ___________________________________________________________________
 FC0847  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0847  DYNAMIC HT  -         245.146 (meters)     804.28  (feet)  COMP
 FC0847  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 FC0847
 FC0847  VERT ORDER  -  FIRST     CLASS I
 FC0847
 FC0847.The horizontal coordinates were scaled from a topographic map and have
 FC0847.an estimated accuracy of +/- 6 seconds.
 FC0847
 FC0847.The orthometric height was determined by differential leveling
 FC0847.and adjusted by the National Geodetic Survey in June 1991..
 FC0847
 FC0847.The geoid height was determined by GEOID03.
 FC0847
 FC0847.The dynamic height is computed by dividing the NAVD 88
 FC0847.geopotential number by the normal gravity value computed on the
 FC0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0847.degrees latitude (g = 980.6199 gals.).
 FC0847
 FC0847.The modeled gravity was interpolated from observed gravity values.
 FC0847
 FC0847;                    North         East    Units  Estimated Accuracy
 FC0847;SPC TN       -   183,740.      729,710.      MT  (+/- 180 meters Scaled)
 FC0847
 FC0847                          SUPERSEDED SURVEY CONTROL
 FC0847
 FC0847  NGVD 29 (??/??/92)  245.484  (m)          805.39   (f) ADJ UNCH    1 1
 FC0847
 FC0847.Superseded values are not recommended for survey control.
 FC0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0847.See file dsdata.txt to determine how the superseded data were derived.
 FC0847
 FC0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE198845(NAD 83)
 FC0847_MARKER: DB = BENCH MARK DISK
 FC0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0847_SP_SET: CONCRETE FOUNDATION
 FC0847_STAMPING: E 196 1950
 FC0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0847
 FC0847  HISTORY     - Date     Condition        Report By
 FC0847  HISTORY     - 1950     MONUMENTED       CGS
 FC0847  HISTORY     - 1968     GOOD             NGS
 FC0847  HISTORY     - 1972     GOOD             TVA
 FC0847
 FC0847                          STATION DESCRIPTION
 FC0847
 FC0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0847'0.7 MI S FROM OAKDALE.
 FC0847'ABOUT 0.65 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0847'AT OAKDALE, THENCE 0.05 MILE SOUTHWEST ALONG AN ABANDONED RAILROAD
 FC0847'GRADE, AT THE NORTH ENTRANCE TO ABANDONED TUNNEL NUMBER 26, SET
 FC0847'IN THE TOP OF THE EAST CORNER OF THE STONE FOUNDATION FOR THE
 FC0847'WEST BRICK WALL OF THE TUNNEL, 8 FEET NORTHWEST OF THE CENTERLINE
 FC0847'OF THE ABANDONED RAILROAD GRADE, AND ABOUT LEVEL WITH THE RAILROAD
 FC0847'GRADE.
 FC0847
 FC0847                          STATION RECOVERY (1972)
 FC0847
 FC0847'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0929 ***********************************************************************
 GB0929  DESIGNATION -  E 197
 GB0929  PID         -  GB0929
 GB0929  STATE/COUNTY-  TN/SCOTT
 GB0929  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0929
 GB0929                         *CURRENT SURVEY CONTROL
 GB0929  ___________________________________________________________________
 GB0929* NAD 83(1986)-  36 22 58.     (N)    084 32 55.     (W)     SCALED    
 GB0929* NAVD 88     -       367.291  (meters)    1205.02   (feet)  ADJUSTED  
 GB0929  ___________________________________________________________________
 GB0929  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB0929  DYNAMIC HT  -         366.978 (meters)    1203.99  (feet)  COMP
 GB0929  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GB0929
 GB0929  VERT ORDER  -  FIRST     CLASS I
 GB0929
 GB0929.The horizontal coordinates were scaled from a topographic map and have
 GB0929.an estimated accuracy of +/- 6 seconds.
 GB0929
 GB0929.The orthometric height was determined by differential leveling
 GB0929.and adjusted by the National Geodetic Survey in June 1991..
 GB0929
 GB0929.The geoid height was determined by GEOID03.
 GB0929
 GB0929.The dynamic height is computed by dividing the NAVD 88
 GB0929.geopotential number by the normal gravity value computed on the
 GB0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0929.degrees latitude (g = 980.6199 gals.).
 GB0929
 GB0929.The modeled gravity was interpolated from observed gravity values.
 GB0929
 GB0929;                    North         East    Units  Estimated Accuracy
 GB0929;SPC TN       -   228,350.      730,220.      MT  (+/- 180 meters Scaled)
 GB0929
 GB0929                          SUPERSEDED SURVEY CONTROL
 GB0929
 GB0929  NGVD 29 (??/??/92)  367.429  (m)         1205.47   (f) ADJ UNCH    1 1
 GB0929
 GB0929.Superseded values are not recommended for survey control.
 GB0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0929.See file dsdata.txt to determine how the superseded data were derived.
 GB0929
 GB0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF198291(NAD 83)
 GB0929_MARKER: DB = BENCH MARK DISK
 GB0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0929_SP_SET: OVERPASS CURB
 GB0929_STAMPING: E 197 1950
 GB0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0929
 GB0929  HISTORY     - Date     Condition        Report By
 GB0929  HISTORY     - 1950     MONUMENTED       CGS
 GB0929  HISTORY     - 1968     GOOD             NGS
 GB0929
 GB0929                          STATION DESCRIPTION
 GB0929
 GB0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0929'3.4 MI S FROM HELENWOOD.
 GB0929'ABOUT 3.45 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0929'STATION AT HELENWOOD, OR ABOUT 3.35 MILES NORTHEAST ALONG THE
 GB0929'SOUTHERN RAILWAY FROM THE STATION AT ROBBINS, 0.2 MILE NORTHEAST
 GB0929'OF THE NORTHEAST END OF A RAILROAD BRIDGE OVER NEW RIVER, SET
 GB0929'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE CURB ON THE
 GB0929'RAILROAD OVERPASS FOR U.S. HIGHWAY 27, 26 FEET WEST OF THE WEST
 GB0929'RAIL, 72 YARDS NORTH OF A SIGN WHICH READS NEW RIVER, 1.6 FEET
 GB0929'EAST OF A PIPE RAILING ON THE OVERPASS, AND ABOUT 2 FEET BELOW
 GB0929'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0013 ***********************************************************************
 GB0013  DESIGNATION -  E 198
 GB0013  PID         -  GB0013
 GB0013  STATE/COUNTY-  TN/SCOTT
 GB0013  USGS QUAD   -  WINFIELD (1982)
 GB0013
 GB0013                         *CURRENT SURVEY CONTROL
 GB0013  ___________________________________________________________________
 GB0013* NAD 83(1986)-  36 34 26.     (N)    084 26 43.     (W)     SCALED    
 GB0013* NAVD 88     -       404.743  (meters)    1327.89   (feet)  ADJUSTED  
 GB0013  ___________________________________________________________________
 GB0013  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GB0013  DYNAMIC HT  -         404.405 (meters)    1326.79  (feet)  COMP
 GB0013  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GB0013
 GB0013  VERT ORDER  -  FIRST     CLASS I
 GB0013
 GB0013.The horizontal coordinates were scaled from a topographic map and have
 GB0013.an estimated accuracy of +/- 6 seconds.
 GB0013
 GB0013.The orthometric height was determined by differential leveling
 GB0013.and adjusted by the National Geodetic Survey in June 1991..
 GB0013
 GB0013.The geoid height was determined by GEOID03.
 GB0013
 GB0013.The dynamic height is computed by dividing the NAVD 88
 GB0013.geopotential number by the normal gravity value computed on the
 GB0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0013.degrees latitude (g = 980.6199 gals.).
 GB0013
 GB0013.The modeled gravity was interpolated from observed gravity values.
 GB0013
 GB0013;                    North         East    Units  Estimated Accuracy
 GB0013;SPC TN       -   249,700.      739,160.      MT  (+/- 180 meters Scaled)
 GB0013
 GB0013                          SUPERSEDED SURVEY CONTROL
 GB0013
 GB0013  NGVD 29 (??/??/92)  404.873  (m)         1328.32   (f) ADJ UNCH    1 1
 GB0013
 GB0013.Superseded values are not recommended for survey control.
 GB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0013.See file dsdata.txt to determine how the superseded data were derived.
 GB0013
 GB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF285506(NAD 83)
 GB0013_MARKER: DB = BENCH MARK DISK
 GB0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0013_STAMPING: E 198 1950
 GB0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0013+STABILITY: SURFACE MOTION
 GB0013
 GB0013  HISTORY     - Date     Condition        Report By
 GB0013  HISTORY     - 1950     MONUMENTED       CGS
 GB0013  HISTORY     - 1968     GOOD             NGS
 GB0013  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0013
 GB0013                          STATION DESCRIPTION
 GB0013
 GB0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0013'1.3 MI N FROM WINFIELD.
 GB0013'ABOUT 1.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0013'OFFICE AT WINFIELD, 88 FEET SOUTHEAST OF THE CENTER OF A
 GB0013'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 58 1/2 FEET EAST OF
 GB0013'THE EAST RAIL, 12 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 GB0013'52 FEET SOUTHEAST OF THE CENTER OF THE EAST CONCRETE HEADWALL
 GB0013'OF A 24-INCH CULVERT UNDER THE TRACK, 48 FEET SOUTH OF A TELEPHONE
 GB0013'POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 GB0013'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GB0013'WHICH PROJECTS 2 INCHES.
 GB0013
 GB0013                          STATION RECOVERY (1977)
 GB0013
 GB0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0768 ***********************************************************************
 FE0768  DESIGNATION -  E 20
 FE0768  PID         -  FE0768
 FE0768  STATE/COUNTY-  TN/HENDERSON
 FE0768  USGS QUAD   -  LURAY (1983)
 FE0768
 FE0768                         *CURRENT SURVEY CONTROL
 FE0768  ___________________________________________________________________
 FE0768* NAD 83(1986)-  35 35 31.     (N)    088 33 42.     (W)     SCALED    
 FE0768* NAVD 88     -       127.329  (meters)     417.75   (feet)  ADJUSTED  
 FE0768  ___________________________________________________________________
 FE0768  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0768  DYNAMIC HT  -         127.215 (meters)     417.37  (feet)  COMP
 FE0768  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 FE0768
 FE0768  VERT ORDER  -  SECOND    CLASS 0
 FE0768
 FE0768.The horizontal coordinates were scaled from a topographic map and have
 FE0768.an estimated accuracy of +/- 6 seconds.
 FE0768
 FE0768.The orthometric height was determined by differential leveling
 FE0768.and adjusted by the National Geodetic Survey in June 1991..
 FE0768
 FE0768.The geoid height was determined by GEOID03.
 FE0768
 FE0768.The dynamic height is computed by dividing the NAVD 88
 FE0768.geopotential number by the normal gravity value computed on the
 FE0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0768.degrees latitude (g = 980.6199 gals.).
 FE0768
 FE0768.The modeled gravity was interpolated from observed gravity values.
 FE0768
 FE0768;                    North         East    Units  Estimated Accuracy
 FE0768;SPC TN       -   142,680.      367,880.      MT  (+/- 180 meters Scaled)
 FE0768
 FE0768                          SUPERSEDED SURVEY CONTROL
 FE0768
 FE0768  NGVD 29 (??/??/??)  127.355  (m)          417.83   (f) ADJUSTED    2 0
 FE0768
 FE0768.Superseded values are not recommended for survey control.
 FE0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0768.See file dsdata.txt to determine how the superseded data were derived.
 FE0768
 FE0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE585398(NAD 83)
 FE0768_MARKER: DB = BENCH MARK DISK
 FE0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0768_STAMPING: 417.936 E 20 1934
 FE0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0768+STABILITY: SURFACE MOTION
 FE0768
 FE0768  HISTORY     - Date     Condition        Report By
 FE0768  HISTORY     - 1934     MONUMENTED       CGS
 FE0768  HISTORY     - 1935     GOOD             CGS
 FE0768
 FE0768                          STATION DESCRIPTION
 FE0768
 FE0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0768'1.9 MI W FROM HURON.
 FE0768'1.9 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0768'RAILWAY FROM HURON, HENDERSON COUNTY, 20 POLES WEST OF MILEPOST
 FE0768'129, OPPOSITE SURVEY STATION 6830+93, 37 FEET SOUTH OF THE
 FE0768'CENTERLINE OF THE TRACK, 10 FEET WEST OF A ROAD THROUGH A FIELD,
 FE0768'AND 3 FEET INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FE0768'STAMPED 417.936 E 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0141 ***********************************************************************
 GB0141  DESIGNATION -  E 202
 GB0141  PID         -  GB0141
 GB0141  STATE/COUNTY-  TN/CAMPBELL
 GB0141  USGS QUAD   -  JELLICO WEST (1979)
 GB0141
 GB0141                         *CURRENT SURVEY CONTROL
 GB0141  ___________________________________________________________________
 GB0141* NAD 83(1986)-  36 34 38.     (N)    084 08 37.     (W)     SCALED    
 GB0141* NAVD 88     -       294.055  (meters)     964.75   (feet)  ADJUSTED  
 GB0141  ___________________________________________________________________
 GB0141  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 GB0141  DYNAMIC HT  -         293.800 (meters)     963.91  (feet)  COMP
 GB0141  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 GB0141
 GB0141  VERT ORDER  -  SECOND    CLASS 0
 GB0141
 GB0141.The horizontal coordinates were scaled from a topographic map and have
 GB0141.an estimated accuracy of +/- 6 seconds.
 GB0141
 GB0141.The orthometric height was determined by differential leveling
 GB0141.and adjusted by the National Geodetic Survey in June 1991..
 GB0141
 GB0141.The geoid height was determined by GEOID03.
 GB0141
 GB0141.The dynamic height is computed by dividing the NAVD 88
 GB0141.geopotential number by the normal gravity value computed on the
 GB0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0141.degrees latitude (g = 980.6199 gals.).
 GB0141
 GB0141.The modeled gravity was interpolated from observed gravity values.
 GB0141
 GB0141;                    North         East    Units  Estimated Accuracy
 GB0141;SPC TN       -   250,540.      766,150.      MT  (+/- 180 meters Scaled)
 GB0141
 GB0141                          SUPERSEDED SURVEY CONTROL
 GB0141
 GB0141  NGVD 29 (??/??/92)  294.199  (m)          965.22   (f) ADJ UNCH    2 0
 GB0141
 GB0141.Superseded values are not recommended for survey control.
 GB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0141.See file dsdata.txt to determine how the superseded data were derived.
 GB0141
 GB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF555517(NAD 83)
 GB0141_MARKER: DB = BENCH MARK DISK
 GB0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0141_SP_SET: ABUTMENT
 GB0141_STAMPING: E 202 1951 965.218
 GB0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0141+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 GB0141
 GB0141  HISTORY     - Date     Condition        Report By
 GB0141  HISTORY     - 1951     MONUMENTED       CGS
 GB0141  HISTORY     - 1958     GOOD             NGS
 GB0141  HISTORY     - 20051126 GOOD             USPSQD
 GB0141
 GB0141                          STATION DESCRIPTION
 GB0141
 GB0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0141'1.2 MI SW FROM JELLICO.
 GB0141'ABOUT 1.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM
 GB0141'THE STATION AT JELLICO, ABOUT 3 1/2 RAILS NORTHEAST AND ACROSS
 GB0141'THE TRACK FROM MILE POST 64, SET IN THE TOP OF THE NORTHWEST
 GB0141'END OF THE SOUTHWEST ABUTMENT OF RAILWAY BRIDGE OVER ELK CREEK,
 GB0141'9 FEET NORTHWEST OF THE NORTHWEST RAIL, 1/2 FOOT SOUTHEAST
 GB0141'OF THE NORTHWEST END OF ABUTMENT AND ABOUT 5 FEET BELOW THE
 GB0141'TRACK.
 GB0141
 GB0141                          STATION RECOVERY (1958)
 GB0141
 GB0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0141'RECOVERED IN GOOD CONDITION.
 GB0141
 GB0141                          STATION RECOVERY (2005)
 GB0141
 GB0141'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 GB0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1092 ***********************************************************************
 GB1092  DESIGNATION -  E 203
 GB1092  PID         -  GB1092
 GB1092  STATE/COUNTY-  TN/PICKETT
 GB1092  USGS QUAD   -  SHARP PLACE (1981)
 GB1092
 GB1092                         *CURRENT SURVEY CONTROL
 GB1092  ___________________________________________________________________
 GB1092* NAD 83(1986)-  36 35 41.     (N)    084 47 35.     (W)     SCALED    
 GB1092* NAVD 88     -       481.426  (meters)    1579.48   (feet)  ADJUSTED  
 GB1092  ___________________________________________________________________
 GB1092  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB1092  DYNAMIC HT  -         481.025 (meters)    1578.16  (feet)  COMP
 GB1092  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 GB1092
 GB1092  VERT ORDER  -  SECOND    CLASS 0
 GB1092
 GB1092.The horizontal coordinates were scaled from a topographic map and have
 GB1092.an estimated accuracy of +/- 6 seconds.
 GB1092
 GB1092.The orthometric height was determined by differential leveling
 GB1092.and adjusted by the National Geodetic Survey in June 1991..
 GB1092
 GB1092.The geoid height was determined by GEOID03.
 GB1092
 GB1092.The dynamic height is computed by dividing the NAVD 88
 GB1092.geopotential number by the normal gravity value computed on the
 GB1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1092.degrees latitude (g = 980.6199 gals.).
 GB1092
 GB1092.The modeled gravity was interpolated from observed gravity values.
 GB1092
 GB1092;                    North         East    Units  Estimated Accuracy
 GB1092;SPC TN       -   251,570.      708,000.      MT  (+/- 180 meters Scaled)
 GB1092
 GB1092                          SUPERSEDED SURVEY CONTROL
 GB1092
 GB1092  NGVD 29 (??/??/92)  481.560  (m)         1579.92   (f) ADJ UNCH    2 0
 GB1092
 GB1092.Superseded values are not recommended for survey control.
 GB1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1092.See file dsdata.txt to determine how the superseded data were derived.
 GB1092
 GB1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF974521(NAD 83)
 GB1092_MARKER: DB = BENCH MARK DISK
 GB1092_SETTING: 66 = SET IN ROCK OUTCROP
 GB1092_SP_SET: ROCK LEDGE
 GB1092_STAMPING: E 203 1951 1579.918
 GB1092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1092+STABILITY: POSITION/ELEVATION WELL
 GB1092
 GB1092  HISTORY     - Date     Condition        Report By
 GB1092  HISTORY     - 1951     MONUMENTED       CGS
 GB1092  HISTORY     - 1958     GOOD             NGS
 GB1092
 GB1092                          STATION DESCRIPTION
 GB1092
 GB1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1092'15.2 MI N FROM EAST JAMESTOWN.
 GB1092'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1092'AT EAST JAMESTOWN, THENCE ABOUT 9.1 MILES NORTHWEST AND NORTHEAST
 GB1092'ALONG A GRAVEL ROAD, ABOUT 0.6 MILE NORTHEAST OF JUNCTION OF A
 GB1092'GRAVEL ROAD SOUTHEAST TO PICKETT STATE PARK AND FOREST, IN THE
 GB1092'TOP OF AN OUTCROPPING SANDSTONE LEDGE, 20 FEET NORTH OF CENTER
 GB1092'LINE OF ROAD, 46 FEET WEST OF A TRIANGULAR BLAZED 9-INCH POPLAR
 GB1092'TREE, 16 FEET WEST OF A STONE WALL AROUND A SPRING, 20 FEET
 GB1092'WEST OF NORTH END OF A 20-INCH STONE CULVERT UNDER ROAD, AND
 GB1092'ABOUT 1 1/2 FEET BELOW ROAD.
 GB1092
 GB1092                          STATION RECOVERY (1958)
 GB1092
 GB1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1569 ***********************************************************************
 GB1569  DESIGNATION -  E 204
 GB1569  PID         -  GB1569
 GB1569  STATE/COUNTY-  TN/CLAY
 GB1569  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1569
 GB1569                         *CURRENT SURVEY CONTROL
 GB1569  ___________________________________________________________________
 GB1569* NAD 83(1986)-  36 35 17.     (N)    085 26 40.     (W)     SCALED    
 GB1569* NAVD 88     -       320.878  (meters)    1052.75   (feet)  ADJUSTED  
 GB1569  ___________________________________________________________________
 GB1569  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GB1569  DYNAMIC HT  -         320.604 (meters)    1051.85  (feet)  COMP
 GB1569  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 GB1569
 GB1569  VERT ORDER  -  SECOND    CLASS 0
 GB1569
 GB1569.The horizontal coordinates were scaled from a topographic map and have
 GB1569.an estimated accuracy of +/- 6 seconds.
 GB1569
 GB1569.The orthometric height was determined by differential leveling
 GB1569.and adjusted by the National Geodetic Survey in June 1991..
 GB1569
 GB1569.The geoid height was determined by GEOID03.
 GB1569
 GB1569.The dynamic height is computed by dividing the NAVD 88
 GB1569.geopotential number by the normal gravity value computed on the
 GB1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1569.degrees latitude (g = 980.6199 gals.).
 GB1569
 GB1569.The modeled gravity was interpolated from observed gravity values.
 GB1569
 GB1569;                    North         East    Units  Estimated Accuracy
 GB1569;SPC TN       -   250,310.      649,720.      MT  (+/- 180 meters Scaled)
 GB1569
 GB1569                          SUPERSEDED SURVEY CONTROL
 GB1569
 GB1569  NGVD 29 (??/??/92)  320.984  (m)         1053.10   (f) ADJ UNCH    2 0
 GB1569
 GB1569.Superseded values are not recommended for survey control.
 GB1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1569.See file dsdata.txt to determine how the superseded data were derived.
 GB1569
 GB1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF391503(NAD 83)
 GB1569_MARKER: DB = BENCH MARK DISK
 GB1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1569_STAMPING: E 204 1951
 GB1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1569+STABILITY: SURFACE MOTION
 GB1569
 GB1569  HISTORY     - Date     Condition        Report By
 GB1569  HISTORY     - 1951     MONUMENTED       CGS
 GB1569  HISTORY     - 1966     GOOD             NGS
 GB1569
 GB1569                          STATION DESCRIPTION
 GB1569
 GB1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1569'2 MI SW FROM THOMPSONS STORE.
 GB1569'ABOUT 2.05 MILES SOUTHEAST ALONG STATE ROUTE 53 FROM THE CROSSROADS
 GB1569'AT THOMPSONS STORE, ABOUT 1.0 MILE SOUTHWEST OF THE PLAINVIEW
 GB1569'SCHOOL, ABOUT 0.5 MILE SOUTHWEST OF A GRAVELED ROAD WEST,
 GB1569'ABOUT 40 YARDS SOUTH OF A POWERLINE TRANSFORMER POLE, 43 FEET
 GB1569'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 38 FEET
 GB1569'EAST OF A T-FENCE CORNER POST, 17 FEET WEST OF THE APPROXIMATE
 GB1569'CENTER OF A FARM ROAD LEADING SOUTH, 1.2 FEET EAST OF A METAL
 GB1569'WITNESS POST AND SIGN, AND ABOUT 1.5 FEET ABOVE THE ELEVATION
 GB1569'OF THE HIGHWAY.  IT IS A STANDARD BENCH MARK DISK SET IN THE
 GB1569'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT FLUSH WITH THE
 GB1569'SURFACE OF THE GROUND AND THE DISK IS STAMPED E 204 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0145 ***********************************************************************
 FE0145  DESIGNATION -  E 21
 FE0145  PID         -  FE0145
 FE0145  STATE/COUNTY-  TN/DECATUR
 FE0145  USGS QUAD   -  PERRYVILLE (1986)
 FE0145
 FE0145                         *CURRENT SURVEY CONTROL
 FE0145  ___________________________________________________________________
 FE0145* NAD 83(1986)-  35 35 04.     (N)    088 07 12.     (W)     SCALED    
 FE0145* NAVD 88     -       157.590  (meters)     517.03   (feet)  POSTED    
 FE0145  ___________________________________________________________________
 FE0145  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0145  DYNAMIC HT  -         157.450 (meters)     516.57  (feet)  COMP
 FE0145  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 FE0145
 FE0145  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FE0145
 FE0145.The horizontal coordinates were scaled from a topographic map and have
 FE0145.an estimated accuracy of +/- 6 seconds.
 FE0145
 FE0145.The orthometric height was determined by differential leveling
 FE0145.and adjusted by the National Geodetic Survey in 1992..
 FE0145.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FE0145.rate of 2.1 thru 3.0 mm/km.
 FE0145
 FE0145.The geoid height was determined by GEOID03.
 FE0145
 FE0145.The dynamic height is computed by dividing the NAVD 88
 FE0145.geopotential number by the normal gravity value computed on the
 FE0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0145.degrees latitude (g = 980.6199 gals.).
 FE0145
 FE0145.The modeled gravity was interpolated from observed gravity values.
 FE0145
 FE0145;                    North         East    Units  Estimated Accuracy
 FE0145;SPC TN       -   140,890.      407,880.      MT  (+/- 180 meters Scaled)
 FE0145
 FE0145                          SUPERSEDED SURVEY CONTROL
 FE0145
 FE0145  NGVD 29 (??/??/??)  157.600  (m)          517.06   (f) ADJUSTED    2 0
 FE0145
 FE0145.Superseded values are not recommended for survey control.
 FE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0145.See file dsdata.txt to determine how the superseded data were derived.
 FE0145
 FE0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE985384(NAD 83)
 FE0145_MARKER: DB = BENCH MARK DISK
 FE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0145_STAMPING: 517.154 E 21 1934
 FE0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0145+STABILITY: SURFACE MOTION
 FE0145
 FE0145  HISTORY     - Date     Condition        Report By
 FE0145  HISTORY     - 1934     MONUMENTED       CGS
 FE0145  HISTORY     - 1935     GOOD             CGS
 FE0145  HISTORY     - 1971     GOOD             LOCSUR
 FE0145
 FE0145                          STATION DESCRIPTION
 FE0145
 FE0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0145'AT DECATURVILLE.
 FE0145'AT DECATURVILLE, DECATUR COUNTY, AT THE SOUTHEAST CORNER OF THE
 FE0145'COURTHOUSE SQUARE, AND JUST INSIDE THE CONCRETE CURB FORMING
 FE0145'THE COURTHOUSE-YARD FENCE.  A STANDARD DISK, STAMPED 517.154 E 21
 FE0145'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0145
 FE0145                          STATION RECOVERY (1971)
 FE0145
 FE0145'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 FE0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1245 ***********************************************************************
 FE1245  DESIGNATION -  E 212
 FE1245  PID         -  FE1245
 FE1245  STATE/COUNTY-  TN/SHELBY
 FE1245  USGS QUAD   -  ELLENDALE (1993)
 FE1245
 FE1245                         *CURRENT SURVEY CONTROL
 FE1245  ___________________________________________________________________
 FE1245* NAD 83(1986)-  35 12 14.     (N)    089 49 14.     (W)     SCALED    
 FE1245* NAVD 88     -        85.658  (meters)     281.03   (feet)  ADJUSTED  
 FE1245  ___________________________________________________________________
 FE1245  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE1245  DYNAMIC HT  -          85.581 (meters)     280.78  (feet)  COMP
 FE1245  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 FE1245
 FE1245  VERT ORDER  -  SECOND    CLASS 0
 FE1245
 FE1245.The horizontal coordinates were scaled from a topographic map and have
 FE1245.an estimated accuracy of +/- 6 seconds.
 FE1245
 FE1245.The orthometric height was determined by differential leveling
 FE1245.and adjusted by the National Geodetic Survey in June 1991..
 FE1245
 FE1245.The geoid height was determined by GEOID03.
 FE1245
 FE1245.The dynamic height is computed by dividing the NAVD 88
 FE1245.geopotential number by the normal gravity value computed on the
 FE1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1245.degrees latitude (g = 980.6199 gals.).
 FE1245
 FE1245.The modeled gravity was interpolated from observed gravity values.
 FE1245
 FE1245;                    North         East    Units  Estimated Accuracy
 FE1245;SPC TN       -   103,380.      252,180.      MT  (+/- 180 meters Scaled)
 FE1245
 FE1245                          SUPERSEDED SURVEY CONTROL
 FE1245
 FE1245  NGVD 29 (??/??/??)   85.645  (m)          280.99   (f) ADJUSTED    2 0
 FE1245
 FE1245.Superseded values are not recommended for survey control.
 FE1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1245.See file dsdata.txt to determine how the superseded data were derived.
 FE1245
 FE1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD432992(NAD 83)
 FE1245_MARKER: DB = BENCH MARK DISK
 FE1245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1245_SP_SET: BRIDGE
 FE1245_STAMPING: E 212 1958
 FE1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1245
 FE1245  HISTORY     - Date     Condition        Report By
 FE1245  HISTORY     - 1958     MONUMENTED       CGS
 FE1245  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1245
 FE1245                          STATION DESCRIPTION
 FE1245
 FE1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1245'2.7 MI E FROM BARTLETT.
 FE1245'1.9 MILES EAST ALONG STAGE RD., THENCE 0.8 MILES EAST ALONG STAGE
 FE1245'64 FROM THE L. AND N. RR CROSSING AT BARTLETT.  0.1 MILE WEST OF
 FE1245'A DRIVEWAY LEADING TO A RED BRICK CHURCH, 19.8 FT. NORTH OF
 FE1245'POWERLINE POLE NO. 36779, 13.5 FT. SOUTH OF THE CENTER LINE OF
 FE1245'STAGE 64, A C AND GS DISK DRILLED IN THE TOP OF THE SOUTH WINGWALL
 FE1245'OF THE EAST END OF A CONCRETE BRIDGE, ABOUT LEVEL WITH STAGE 64.
 FE1245
 FE1245                          STATION RECOVERY (1992)
 FE1245
 FE1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1245'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1284 ***********************************************************************
 FE1284  DESIGNATION -  E 213
 FE1284  PID         -  FE1284
 FE1284  STATE/COUNTY-  TN/FAYETTE
 FE1284  USGS QUAD   -  GALLAWAY (1981)
 FE1284
 FE1284                         *CURRENT SURVEY CONTROL
 FE1284  ___________________________________________________________________
 FE1284* NAD 83(1986)-  35 16 58.     (N)    089 37 29.     (W)     SCALED    
 FE1284* NAVD 88     -        95.652  (meters)     313.82   (feet)  ADJUSTED  
 FE1284  ___________________________________________________________________
 FE1284  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1284  DYNAMIC HT  -          95.566 (meters)     313.54  (feet)  COMP
 FE1284  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 FE1284
 FE1284  VERT ORDER  -  SECOND    CLASS 0
 FE1284
 FE1284.The horizontal coordinates were scaled from a topographic map and have
 FE1284.an estimated accuracy of +/- 6 seconds.
 FE1284
 FE1284.The orthometric height was determined by differential leveling
 FE1284.and adjusted by the National Geodetic Survey in June 1991..
 FE1284
 FE1284.The geoid height was determined by GEOID03.
 FE1284
 FE1284.The dynamic height is computed by dividing the NAVD 88
 FE1284.geopotential number by the normal gravity value computed on the
 FE1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1284.degrees latitude (g = 980.6199 gals.).
 FE1284
 FE1284.The modeled gravity was interpolated from observed gravity values.
 FE1284
 FE1284;                    North         East    Units  Estimated Accuracy
 FE1284;SPC TN       -   111,450.      270,330.      MT  (+/- 180 meters Scaled)
 FE1284
 FE1284                          SUPERSEDED SURVEY CONTROL
 FE1284
 FE1284  NGVD 29 (??/??/??)   95.640  (m)          313.78   (f) ADJUSTED    2 0
 FE1284
 FE1284.Superseded values are not recommended for survey control.
 FE1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1284.See file dsdata.txt to determine how the superseded data were derived.
 FE1284
 FE1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE612075(NAD 83)
 FE1284_MARKER: DB = BENCH MARK DISK
 FE1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1284_STAMPING: E 213 1959
 FE1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1284+STABILITY: SURFACE MOTION
 FE1284
 FE1284  HISTORY     - Date     Condition        Report By
 FE1284  HISTORY     - 1959     MONUMENTED       CGS
 FE1284  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1284
 FE1284                          STATION DESCRIPTION
 FE1284
 FE1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1284'3.4 MI SW FROM GALLAWAY.
 FE1284'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR
 FE1284'CROSSING AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED
 FE1284'ROAD, THENCE 1.0 MILES WEST ACROS COUNTRY, 159 PACES NORTHWEST
 FE1284'OF AN OLD ABANDONED FARM HOUSE, 84 PACES SOUTH OF A SMALL
 FE1284'STREAM, 147.0 FT. NORTHWEST OF THE CENTERLINE OF INTERSTATE
 FE1284'HIGHWAY, 6.0 EAST OF THE CENTER LINE OF A TRACK ROAD, 3.0 FT.
 FE1284'NORTH OF A WINTESS POST, A C AND GS DISK SET IN TOP OF A
 FE1284'CONCRETE POST SET FLUSH WITH THE GROUND, ABOUT LEVEL WITH
 FE1284'A TRACK ROAD.
 FE1284
 FE1284                          STATION RECOVERY (2002)
 FE1284
 FE1284'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1284'ALL REFERENCES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1085 ***********************************************************************
 FE1085  DESIGNATION -  E 214
 FE1085  PID         -  FE1085
 FE1085  STATE/COUNTY-  TN/FAYETTE
 FE1085  USGS QUAD   -  STANTON (1983)
 FE1085
 FE1085                         *CURRENT SURVEY CONTROL
 FE1085  ___________________________________________________________________
 FE1085* NAD 83(1986)-  35 23 03.     (N)    089 25 44.     (W)     SCALED    
 FE1085* NAVD 88     -       106.320  (meters)     348.82   (feet)  ADJUSTED  
 FE1085  ___________________________________________________________________
 FE1085  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1085  DYNAMIC HT  -         106.225 (meters)     348.51  (feet)  COMP
 FE1085  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 FE1085
 FE1085  VERT ORDER  -  SECOND    CLASS 0
 FE1085
 FE1085.The horizontal coordinates were scaled from a topographic map and have
 FE1085.an estimated accuracy of +/- 6 seconds.
 FE1085
 FE1085.The orthometric height was determined by differential leveling
 FE1085.and adjusted by the National Geodetic Survey in June 1991..
 FE1085
 FE1085.The geoid height was determined by GEOID03.
 FE1085
 FE1085.The dynamic height is computed by dividing the NAVD 88
 FE1085.geopotential number by the normal gravity value computed on the
 FE1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1085.degrees latitude (g = 980.6199 gals.).
 FE1085
 FE1085.The modeled gravity was interpolated from observed gravity values.
 FE1085
 FE1085;                    North         East    Units  Estimated Accuracy
 FE1085;SPC TN       -   122,050.      288,520.      MT  (+/- 180 meters Scaled)
 FE1085
 FE1085                          SUPERSEDED SURVEY CONTROL
 FE1085
 FE1085  NGVD 29 (??/??/??)  106.307  (m)          348.78   (f) ADJUSTED    2 0
 FE1085
 FE1085.Superseded values are not recommended for survey control.
 FE1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1085.See file dsdata.txt to determine how the superseded data were derived.
 FE1085
 FE1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE793183(NAD 83)
 FE1085_MARKER: DB = BENCH MARK DISK
 FE1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1085_STAMPING: E 214 1959
 FE1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1085+STABILITY: SURFACE MOTION
 FE1085
 FE1085  HISTORY     - Date     Condition        Report By
 FE1085  HISTORY     - 1959     MONUMENTED       CGS
 FE1085  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1085
 FE1085                          STATION DESCRIPTION
 FE1085
 FE1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1085'11.8 MI ESE FROM BRADEN.
 FE1085'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1085'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1085'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE
 FE1085'1 MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1085'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1085'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.45 MILES
 FE1085'NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST, AND 0.1 MILE
 FE1085'NORTH ALONG A GRAVEL ROAD, THENCE 0.35 MILE SOUTHEAST ALONG
 FE1085'A FIELD ROAD, 147 FT. NORTH-NORTHWEST OF THE CENTER LINE OF THE
 FE1085'INTERSTATE HIGHWAY, 20 FT. WEST-SOUTHWEST OF A TRACK ROAD,
 FE1085'1 FT. EAST OF A FENCE CORNER, 1.5 FT. WEST OF A WITNESS POST.
 FE1085
 FE1085                          STATION RECOVERY (2002)
 FE1085
 FE1085'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0377 ***********************************************************************
 FF0377  DESIGNATION -  E 215
 FF0377  PID         -  FF0377
 FF0377  STATE/COUNTY-  TN/SHELBY
 FF0377  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0377
 FF0377                         *CURRENT SURVEY CONTROL
 FF0377  ___________________________________________________________________
 FF0377* NAD 83(1986)-  35 02 50.     (N)    090 00 24.     (W)     SCALED    
 FF0377* NAVD 88     -        85.576  (meters)     280.76   (feet)  ADJUSTED  
 FF0377  ___________________________________________________________________
 FF0377  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0377  DYNAMIC HT  -          85.497 (meters)     280.50  (feet)  COMP
 FF0377  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 FF0377
 FF0377  VERT ORDER  -  SECOND    CLASS 0
 FF0377
 FF0377.The horizontal coordinates were scaled from a topographic map and have
 FF0377.an estimated accuracy of +/- 6 seconds.
 FF0377
 FF0377.The orthometric height was determined by differential leveling
 FF0377.and adjusted by the National Geodetic Survey in June 1991..
 FF0377
 FF0377.The geoid height was determined by GEOID03.
 FF0377
 FF0377.The dynamic height is computed by dividing the NAVD 88
 FF0377.geopotential number by the normal gravity value computed on the
 FF0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0377.degrees latitude (g = 980.6199 gals.).
 FF0377
 FF0377.The modeled gravity was interpolated from observed gravity values.
 FF0377
 FF0377;                    North         East    Units  Estimated Accuracy
 FF0377;SPC TN       -    86,690.      234,540.      MT  (+/- 180 meters Scaled)
 FF0377
 FF0377                          SUPERSEDED SURVEY CONTROL
 FF0377
 FF0377  NGVD 29 (??/??/??)   85.544  (m)          280.66   (f) ADJUSTED    2 0
 FF0377
 FF0377.Superseded values are not recommended for survey control.
 FF0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0377.See file dsdata.txt to determine how the superseded data were derived.
 FF0377
 FF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU730823(NAD 83)
 FF0377_MARKER: DB = BENCH MARK DISK
 FF0377_SETTING: 0 = UNSPECIFIED SETTING
 FF0377_STAMPING: E 215 1959
 FF0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0377
 FF0377  HISTORY     - Date     Condition        Report By
 FF0377  HISTORY     - 1959     MONUMENTED       CGS
 FF0377  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FF0377
 FF0377                          STATION DESCRIPTION
 FF0377
 FF0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0377'AT MEMPHIS.
 FF0377'THE MARK IS 0.05 MILE EAST OF THE INTERSECTION OF MILL BRANCH
 FF0377'ROAD AND OLD HICKORY ROAD, 147 FEET EAST-NORTHEAST OF THE CENTER
 FF0377'OF THE TENNESSEE INTERSTATE HIGHWAY, 82 FEET NORTHWEST OF A
 FF0377'POWER LINE POLE NUMBER 65430, 25 FEET NORTH OF THE CENTER OF
 FF0377'OLD HICKORY ROAD, 1.8 FEET NORTHEAST OF A WITNESS POST.  IT IS
 FF0377'ABOUT 1.5 MILES SOUTH OF BROOKS 1959.
 FF0377
 FF0377                          STATION RECOVERY (1992)
 FF0377
 FF0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0377'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0653 ***********************************************************************
 FE0653  DESIGNATION -  E 216
 FE0653  PID         -  FE0653
 FE0653  STATE/COUNTY-  TN/MADISON
 FE0653  USGS QUAD   -  CLAYBROOK (1980)
 FE0653
 FE0653                         *CURRENT SURVEY CONTROL
 FE0653  ___________________________________________________________________
 FE0653* NAD 83(1986)-  35 43 57.     (N)    088 37 53.     (W)     SCALED    
 FE0653* NAVD 88     -       168.539  (meters)     552.95   (feet)  ADJUSTED  
 FE0653  ___________________________________________________________________
 FE0653  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0653  DYNAMIC HT  -         168.389 (meters)     552.46  (feet)  COMP
 FE0653  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 FE0653
 FE0653  VERT ORDER  -  SECOND    CLASS 0
 FE0653
 FE0653.The horizontal coordinates were scaled from a topographic map and have
 FE0653.an estimated accuracy of +/- 6 seconds.
 FE0653
 FE0653.The orthometric height was determined by differential leveling
 FE0653.and adjusted by the National Geodetic Survey in June 1991..
 FE0653
 FE0653.The geoid height was determined by GEOID03.
 FE0653
 FE0653.The dynamic height is computed by dividing the NAVD 88
 FE0653.geopotential number by the normal gravity value computed on the
 FE0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0653.degrees latitude (g = 980.6199 gals.).
 FE0653
 FE0653.The modeled gravity was interpolated from observed gravity values.
 FE0653
 FE0653;                    North         East    Units  Estimated Accuracy
 FE0653;SPC TN       -   158,440.      361,990.      MT  (+/- 180 meters Scaled)
 FE0653
 FE0653                          SUPERSEDED SURVEY CONTROL
 FE0653
 FE0653  NGVD 29 (??/??/??)  168.568  (m)          553.04   (f) ADJUSTED    2 0
 FE0653
 FE0653.Superseded values are not recommended for survey control.
 FE0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0653.See file dsdata.txt to determine how the superseded data were derived.
 FE0653
 FE0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE524555(NAD 83)
 FE0653_MARKER: DB = BENCH MARK DISK
 FE0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0653_STAMPING: E 216 1959
 FE0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0653+STABILITY: SURFACE MOTION
 FE0653
 FE0653  HISTORY     - Date     Condition        Report By
 FE0653  HISTORY     - 1959     MONUMENTED       CGS
 FE0653  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0653
 FE0653                          STATION DESCRIPTION
 FE0653
 FE0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0653'23 MI NE FROM JACKSON.
 FE0653'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0653'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0653'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0653'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0653'3.1 MILES NORTHEAST ON BROWN CHURCH ROAD, THENCE 2.95 MILES EAST
 FE0653'ON HARTMAS LANE, THENCE 1.05 MILES NORTH ON LAW ROAD.  IT IS 27
 FE0653'FEET WEST OF THE CENTER OF LAW ROAD, 2 FEET EAST OF A FENCE LINE,
 FE0653'4 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET WEST OF A WITNESS
 FE0653'SIGN.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH
 FE0653'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT
 FE0653'LEVEL WITH THE ROAD.
 FE0653
 FE0653                          STATION RECOVERY (2002)
 FE0653
 FE0653'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0653'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1142 ***********************************************************************
 FD1142  DESIGNATION -  E 218
 FD1142  PID         -  FD1142
 FD1142  STATE/COUNTY-  TN/HUMPHREYS
 FD1142  USGS QUAD   -  BUCKSNORT (1968)
 FD1142
 FD1142                         *CURRENT SURVEY CONTROL
 FD1142  ___________________________________________________________________
 FD1142* NAD 83(1986)-  35 52 41.     (N)    087 43 47.     (W)     SCALED    
 FD1142* NAVD 88     -       139.669  (meters)     458.23   (feet)  ADJUSTED  
 FD1142  ___________________________________________________________________
 FD1142  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1142  DYNAMIC HT  -         139.549 (meters)     457.84  (feet)  COMP
 FD1142  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 FD1142
 FD1142  VERT ORDER  -  SECOND    CLASS 0
 FD1142
 FD1142.The horizontal coordinates were scaled from a topographic map and have
 FD1142.an estimated accuracy of +/- 6 seconds.
 FD1142
 FD1142.The orthometric height was determined by differential leveling
 FD1142.and adjusted by the National Geodetic Survey in June 1991..
 FD1142
 FD1142.The geoid height was determined by GEOID03.
 FD1142
 FD1142.The dynamic height is computed by dividing the NAVD 88
 FD1142.geopotential number by the normal gravity value computed on the
 FD1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1142.degrees latitude (g = 980.6199 gals.).
 FD1142
 FD1142.The modeled gravity was interpolated from observed gravity values.
 FD1142
 FD1142;                    North         East    Units  Estimated Accuracy
 FD1142;SPC TN       -   172,770.      443,820.      MT  (+/- 180 meters Scaled)
 FD1142
 FD1142                          SUPERSEDED SURVEY CONTROL
 FD1142
 FD1142  NGVD 29 (??/??/92)  139.700  (m)          458.33   (f) ADJ UNCH    2 0
 FD1142
 FD1142.Superseded values are not recommended for survey control.
 FD1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1142.See file dsdata.txt to determine how the superseded data were derived.
 FD1142
 FD1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE341706(NAD 83)
 FD1142_MARKER: DB = BENCH MARK DISK
 FD1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1142_STAMPING: E 218 1959
 FD1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1142+STABILITY: SURFACE MOTION
 FD1142
 FD1142  HISTORY     - Date     Condition        Report By
 FD1142  HISTORY     - 1959     MONUMENTED       CGS
 FD1142  HISTORY     - 1967     GOOD             NGS
 FD1142
 FD1142                          STATION DESCRIPTION
 FD1142
 FD1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1142'4.6 MI E FROM BUFFALO.
 FD1142'TO REACH FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40
 FD1142'ABOUT 9 MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH
 FD1142'ON STATE ROUTE 13 FOR 0.15 MILE TO A GRAVELED ROAD ON THE RIGHT.
 FD1142'HERE TURN RIGHT AND GO EASTERLY ON THE GRAVELED ROAD FOR 4.1
 FD1142'MILES TO THE MARK ON THE LEFT.  IT IS 49 FEET NORTH-NORTHEAST
 FD1142'OF A FENCE, 26 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER
 FD1142'OF THE GRAVELED ROAD, 15 FEET SOUTHWEST OF AN 8-INCH PERSIMMON
 FD1142'TREE, AND 2.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 FD1142'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1142'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE
 FD1142'DISK IS STAMPED E 218 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1440 ***********************************************************************
 GC1440  DESIGNATION -  E 219
 GC1440  PID         -  GC1440
 GC1440  STATE/COUNTY-  TN/DICKSON
 GC1440  USGS QUAD   -  DICKSON (1986)
 GC1440
 GC1440                         *CURRENT SURVEY CONTROL
 GC1440  ___________________________________________________________________
 GC1440* NAD 83(1986)-  36 00 30.     (N)    087 23 15.     (W)     SCALED    
 GC1440* NAVD 88     -       251.441  (meters)     824.94   (feet)  ADJUSTED  
 GC1440  ___________________________________________________________________
 GC1440  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1440  DYNAMIC HT  -         251.220 (meters)     824.21  (feet)  COMP
 GC1440  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 GC1440
 GC1440  VERT ORDER  -  SECOND    CLASS 0
 GC1440
 GC1440.The horizontal coordinates were scaled from a topographic map and have
 GC1440.an estimated accuracy of +/- 6 seconds.
 GC1440
 GC1440.The orthometric height was determined by differential leveling
 GC1440.and adjusted by the National Geodetic Survey in June 1991..
 GC1440
 GC1440.The geoid height was determined by GEOID03.
 GC1440
 GC1440.The dynamic height is computed by dividing the NAVD 88
 GC1440.geopotential number by the normal gravity value computed on the
 GC1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1440.degrees latitude (g = 980.6199 gals.).
 GC1440
 GC1440.The modeled gravity was interpolated from observed gravity values.
 GC1440
 GC1440;                    North         East    Units  Estimated Accuracy
 GC1440;SPC TN       -   186,730.      474,920.      MT  (+/- 180 meters Scaled)
 GC1440
 GC1440                          SUPERSEDED SURVEY CONTROL
 GC1440
 GC1440  NGVD 29 (??/??/92)  251.433  (m)          824.91   (f) ADJ UNCH    2 0
 GC1440
 GC1440.Superseded values are not recommended for survey control.
 GC1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1440.See file dsdata.txt to determine how the superseded data were derived.
 GC1440
 GC1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE650849(NAD 83)
 GC1440_MARKER: DB = BENCH MARK DISK
 GC1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1440_STAMPING: E 219 1959
 GC1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1440+STABILITY: SURFACE MOTION
 GC1440
 GC1440  HISTORY     - Date     Condition        Report By
 GC1440  HISTORY     - 1959     MONUMENTED       CGS
 GC1440
 GC1440                          STATION DESCRIPTION
 GC1440
 GC1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1440'4 MI W FROM TIDWELL.
 GC1440'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1440'TIDWELL.  (A SMALL SETTLEMENT LOCATED ABOUT 3.8 MILES SOUTH OF
 GC1440'COLESBURG ON STATE HIGHWAY 46), GO WEST ON THE GRAVELED ROAD
 GC1440'FOR 2.7 MILES, THENCE 0.5 MILES SOUTH ON A GRAVELED ROAD,
 GC1440'THENCE 0.75 MILES WEST ON A GRAVELED ROAD, 93 FT. SOUTHEAST AND
 GC1440'ACROSS THE ROAD FROM A TELEPHONE POLE, 50 FT. SOUTH OF THE
 GC1440'CENTER OF A T JUNCTION, 6 FT. WEST OF A 12-INCH HICKORY TREE,
 GC1440'2 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 GC1440'POST PROJECTING 3 INCHES, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0720 ***********************************************************************
 FD0720  DESIGNATION -  E 22
 FD0720  PID         -  FD0720
 FD0720  STATE/COUNTY-  TN/HICKMAN
 FD0720  USGS QUAD   -  LYLES (1992)
 FD0720
 FD0720                         *CURRENT SURVEY CONTROL
 FD0720  ___________________________________________________________________
 FD0720* NAD 83(1986)-  35 57 01.     (N)    087 19 52.     (W)     SCALED    
 FD0720* NAVD 88     -       249.664  (meters)     819.11   (feet)  ADJUSTED  
 FD0720  ___________________________________________________________________
 FD0720  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD0720  DYNAMIC HT  -         249.445 (meters)     818.39  (feet)  COMP
 FD0720  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 FD0720
 FD0720  VERT ORDER  -  SECOND    CLASS 0
 FD0720
 FD0720.The horizontal coordinates were scaled from a topographic map and have
 FD0720.an estimated accuracy of +/- 6 seconds.
 FD0720
 FD0720.The orthometric height was determined by differential leveling
 FD0720.and adjusted by the National Geodetic Survey in June 1991..
 FD0720
 FD0720.The geoid height was determined by GEOID03.
 FD0720
 FD0720.The dynamic height is computed by dividing the NAVD 88
 FD0720.geopotential number by the normal gravity value computed on the
 FD0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0720.degrees latitude (g = 980.6199 gals.).
 FD0720
 FD0720.The modeled gravity was interpolated from observed gravity values.
 FD0720
 FD0720;                    North         East    Units  Estimated Accuracy
 FD0720;SPC TN       -   180,220.      479,920.      MT  (+/- 180 meters Scaled)
 FD0720
 FD0720                          SUPERSEDED SURVEY CONTROL
 FD0720
 FD0720  NGVD 29 (??/??/92)  249.650  (m)          819.06   (f) ADJ UNCH    2 0
 FD0720
 FD0720.Superseded values are not recommended for survey control.
 FD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0720.See file dsdata.txt to determine how the superseded data were derived.
 FD0720
 FD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE701784(NAD 83)
 FD0720_MARKER: DB = BENCH MARK DISK
 FD0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0720_STAMPING: E 22 1934
 FD0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0720+STABILITY: SURFACE MOTION
 FD0720
 FD0720  HISTORY     - Date     Condition        Report By
 FD0720  HISTORY     - 1934     MONUMENTED       CGS
 FD0720  HISTORY     - 1953     MARK NOT FOUND   TVA
 FD0720
 FD0720                          STATION DESCRIPTION
 FD0720
 FD0720'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1953
 FD0720'0.3 MI S FROM BON AQUA.
 FD0720'0.3 MILE SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0720'RAILWAY FROM BON AQUA, HICKMAN COUNTY, 9-1/2 POLES SOUTH OF
 FD0720'MILEPOST 11, 20 FEET WEST OF THE CENTERLINE OF THE TRACK, 25
 FD0720'FEET EAST OF THE CENTERLINE OF A ROAD, AND 15 FEET EAST OF AN
 FD0720'18-INCH OAK TREE.  A STANDARD DISK, STAMPED E 22 1934 AND
 FD0720'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1186 ***********************************************************************
 FD1186  DESIGNATION -  E 220
 FD1186  PID         -  FD1186
 FD1186  STATE/COUNTY-  TN/HUMPHREYS
 FD1186  USGS QUAD   -  SPOT (1942)
 FD1186
 FD1186                         *CURRENT SURVEY CONTROL
 FD1186  ___________________________________________________________________
 FD1186* NAD 83(1986)-  35 58 29.     (N)    087 31 24.     (W)     SCALED    
 FD1186* NAVD 88     -       236.380  (meters)     775.52   (feet)  ADJUSTED  
 FD1186  ___________________________________________________________________
 FD1186  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD1186  DYNAMIC HT  -         236.174 (meters)     774.85  (feet)  COMP
 FD1186  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 FD1186
 FD1186  VERT ORDER  -  SECOND    CLASS 0
 FD1186
 FD1186.The horizontal coordinates were scaled from a topographic map and have
 FD1186.an estimated accuracy of +/- 6 seconds.
 FD1186
 FD1186.The orthometric height was determined by differential leveling
 FD1186.and adjusted by the National Geodetic Survey in June 1991..
 FD1186
 FD1186.The geoid height was determined by GEOID03.
 FD1186
 FD1186.The dynamic height is computed by dividing the NAVD 88
 FD1186.geopotential number by the normal gravity value computed on the
 FD1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1186.degrees latitude (g = 980.6199 gals.).
 FD1186
 FD1186.The modeled gravity was interpolated from observed gravity values.
 FD1186
 FD1186;                    North         East    Units  Estimated Accuracy
 FD1186;SPC TN       -   183,180.      462,620.      MT  (+/- 180 meters Scaled)
 FD1186
 FD1186                          SUPERSEDED SURVEY CONTROL
 FD1186
 FD1186  NGVD 29 (??/??/92)  236.388  (m)          775.55   (f) ADJ UNCH    2 0
 FD1186
 FD1186.Superseded values are not recommended for survey control.
 FD1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1186.See file dsdata.txt to determine how the superseded data were derived.
 FD1186
 FD1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE528812(NAD 83)
 FD1186_MARKER: DB = BENCH MARK DISK
 FD1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1186_STAMPING: E 220 1959
 FD1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1186+STABILITY: SURFACE MOTION
 FD1186
 FD1186  HISTORY     - Date     Condition        Report By
 FD1186  HISTORY     - 1959     MONUMENTED       CGS
 FD1186
 FD1186                          STATION DESCRIPTION
 FD1186
 FD1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1186'15.9 MI NE FROM ONLY.
 FD1186'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1186'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1186'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A
 FD1186'GRAVELED ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED
 FD1186'ROAD, THENCE 2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y
 FD1186'JUNCTION, THENCE 4.7 MILES WEST AND NORTHEAST ON A GRAVELED ROAD
 FD1186'TO A Y JUNCTION, THENCE 1.8 MILES NORTHEAST ON A TRACK ROAD
 FD1186'TO THE TRIANGULATION STATION GORDON, CONTINUE ON THE TRACK ROAD
 FD1186'FOR 0.9 MILE TO THE CREST OF A HILL, THE MARK IS ABOUT 150 FT.
 FD1186'SOUTH OF THE CENTER OF THE TRACK ROAD AND 2 FT. SOUTHWEST OF A
 FD1186'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3
 FD1186'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0534 ***********************************************************************
 GC0534  DESIGNATION -  E 221
 GC0534  PID         -  GC0534
 GC0534  STATE/COUNTY-  TN/ROBERTSON
 GC0534  USGS QUAD   -  WHITE HOUSE (1981)
 GC0534
 GC0534                         *CURRENT SURVEY CONTROL
 GC0534  ___________________________________________________________________
 GC0534* NAD 83(1986)-  36 26 32.     (N)    086 41 29.     (W)     SCALED    
 GC0534* NAVD 88     -       256.439  (meters)     841.33   (feet)  ADJUSTED  
 GC0534  ___________________________________________________________________
 GC0534  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC0534  DYNAMIC HT  -         256.221 (meters)     840.62  (feet)  COMP
 GC0534  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GC0534
 GC0534  VERT ORDER  -  SECOND    CLASS 0
 GC0534
 GC0534.The horizontal coordinates were scaled from a topographic map and have
 GC0534.an estimated accuracy of +/- 6 seconds.
 GC0534
 GC0534.The orthometric height was determined by differential leveling
 GC0534.and adjusted by the National Geodetic Survey in June 1991..
 GC0534
 GC0534.The geoid height was determined by GEOID03.
 GC0534
 GC0534.The dynamic height is computed by dividing the NAVD 88
 GC0534.geopotential number by the normal gravity value computed on the
 GC0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0534.degrees latitude (g = 980.6199 gals.).
 GC0534
 GC0534.The modeled gravity was interpolated from observed gravity values.
 GC0534
 GC0534;                    North         East    Units  Estimated Accuracy
 GC0534;SPC TN       -   234,200.      538,010.      MT  (+/- 180 meters Scaled)
 GC0534
 GC0534                          SUPERSEDED SURVEY CONTROL
 GC0534
 GC0534  NGVD 29 (??/??/92)  256.497  (m)          841.52   (f) ADJ UNCH    2 0
 GC0534
 GC0534.Superseded values are not recommended for survey control.
 GC0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0534.See file dsdata.txt to determine how the superseded data were derived.
 GC0534
 GC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF276330(NAD 83)
 GC0534_MARKER: DB = BENCH MARK DISK
 GC0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0534_STAMPING: E 221 1959
 GC0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0534+STABILITY: SURFACE MOTION
 GC0534
 GC0534  HISTORY     - Date     Condition        Report By
 GC0534  HISTORY     - 1959     MONUMENTED       CGS
 GC0534  HISTORY     - 1960     GOOD             NGS
 GC0534
 GC0534                          STATION DESCRIPTION
 GC0534
 GC0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0534'4.1 MI SW FROM WHITE HOUSE.
 GC0534'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY 31
 GC0534'W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0534'THENCE 1.85 MILES SOUTH ON A GRAVELED ROAD, 57 FT. EAST AND
 GC0534'ACROSS THE ROAD FROM A POWER LINE POLE WITH A TRANSFORMER,
 GC0534'24 FT. EAST OF THE CENTER OF A GRAVELED ROAD, 21 FT. SOUTH OF
 GC0534'THE CENTER OF A DIRT ROAD, 5 FT. SOUTHEAST OF A FENCE CORNER POST,
 GC0534'2.5 FT. SOUTHWEST OF A WITNESS SIGN, AND ABOUT 80 FT. EAST OF A
 GC0534'HOUSE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GC0534'AND ABOUT 5 FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0619 ***********************************************************************
 GC0619  DESIGNATION -  E 222
 GC0619  PID         -  GC0619
 GC0619  STATE/COUNTY-  TN/DAVIDSON
 GC0619  USGS QUAD   -  OAK HILL (1968)
 GC0619
 GC0619                         *CURRENT SURVEY CONTROL
 GC0619  ___________________________________________________________________
 GC0619* NAD 83(1986)-  36 06 58.     (N)    086 47 54.     (W)     SCALED    
 GC0619* NAVD 88     -       170.931  (meters)     560.80   (feet)  ADJUSTED  
 GC0619  ___________________________________________________________________
 GC0619  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0619  DYNAMIC HT  -         170.784 (meters)     560.31  (feet)  COMP
 GC0619  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GC0619
 GC0619  VERT ORDER  -  SECOND    CLASS 0
 GC0619
 GC0619.The horizontal coordinates were scaled from a topographic map and have
 GC0619.an estimated accuracy of +/- 6 seconds.
 GC0619
 GC0619.The orthometric height was determined by differential leveling
 GC0619.and adjusted by the National Geodetic Survey in June 1991..
 GC0619
 GC0619.The geoid height was determined by GEOID03.
 GC0619
 GC0619.The dynamic height is computed by dividing the NAVD 88
 GC0619.geopotential number by the normal gravity value computed on the
 GC0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0619.degrees latitude (g = 980.6199 gals.).
 GC0619
 GC0619.The modeled gravity was interpolated from observed gravity values.
 GC0619
 GC0619;                    North         East    Units  Estimated Accuracy
 GC0619;SPC TN       -   198,090.      528,130.      MT  (+/- 180 meters Scaled)
 GC0619
 GC0619                          SUPERSEDED SURVEY CONTROL
 GC0619
 GC0619  NGVD 29 (??/??/92)  170.952  (m)          560.87   (f) ADJ UNCH    2 0
 GC0619
 GC0619.Superseded values are not recommended for survey control.
 GC0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0619.See file dsdata.txt to determine how the superseded data were derived.
 GC0619
 GC0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE181968(NAD 83)
 GC0619_MARKER: DB = BENCH MARK DISK
 GC0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0619_STAMPING: E 222 1959
 GC0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0619+STABILITY: SURFACE MOTION
 GC0619
 GC0619  HISTORY     - Date     Condition        Report By
 GC0619  HISTORY     - 1959     MONUMENTED       CGS
 GC0619  HISTORY     - 1960     GOOD             NGS
 GC0619
 GC0619                          STATION DESCRIPTION
 GC0619
 GC0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0619'AT NASHVILLE.
 GC0619'THIS MARK IS LOCATED AT THE INTERSECTION OF BATTLEFIELD ROAD
 GC0619'LEADING EAST, STOKES ROAD LEADING WEST, AND BELMONT BLVD., ABOUT
 GC0619'150 FT. SOUTH OF A RAILROAD CROSSING, 68 FT. NORTHEAST OF THE
 GC0619'CENTER OF THE INTERSECTION, 35 FT. EAST OF THE CENTER OF BELMONT
 GC0619'BLVD., 21 FT. NORTHEAST OF A POWER LINE POLE AND 2 FT. EAST OF A
 GC0619'WITNESS SIGN, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GC0619'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0669 ***********************************************************************
 GC0669  DESIGNATION -  E 223
 GC0669  PID         -  GC0669
 GC0669  STATE/COUNTY-  TN/DAVIDSON
 GC0669  USGS QUAD   -  OAK HILL (1968)
 GC0669
 GC0669                         *CURRENT SURVEY CONTROL
 GC0669  ___________________________________________________________________
 GC0669* NAD 83(1986)-  36 05 32.     (N)    086 45 39.     (W)     SCALED    
 GC0669* NAVD 88     -       178.522  (meters)     585.70   (feet)  ADJUSTED  
 GC0669  ___________________________________________________________________
 GC0669  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0669  DYNAMIC HT  -         178.369 (meters)     585.20  (feet)  COMP
 GC0669  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 GC0669
 GC0669  VERT ORDER  -  SECOND    CLASS 0
 GC0669
 GC0669.The horizontal coordinates were scaled from a topographic map and have
 GC0669.an estimated accuracy of +/- 6 seconds.
 GC0669
 GC0669.The orthometric height was determined by differential leveling
 GC0669.and adjusted by the National Geodetic Survey in June 1991..
 GC0669
 GC0669.The geoid height was determined by GEOID03.
 GC0669
 GC0669.The dynamic height is computed by dividing the NAVD 88
 GC0669.geopotential number by the normal gravity value computed on the
 GC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0669.degrees latitude (g = 980.6199 gals.).
 GC0669
 GC0669.The modeled gravity was interpolated from observed gravity values.
 GC0669
 GC0669;                    North         East    Units  Estimated Accuracy
 GC0669;SPC TN       -   195,410.      531,480.      MT  (+/- 180 meters Scaled)
 GC0669
 GC0669                          SUPERSEDED SURVEY CONTROL
 GC0669
 GC0669  NGVD 29 (??/??/92)  178.540  (m)          585.76   (f) ADJ UNCH    2 0
 GC0669
 GC0669.Superseded values are not recommended for survey control.
 GC0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0669.See file dsdata.txt to determine how the superseded data were derived.
 GC0669
 GC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE215942(NAD 83)
 GC0669_MARKER: DB = BENCH MARK DISK
 GC0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0669_SP_SET: OVERPASS
 GC0669_STAMPING: E 223 1960
 GC0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0669
 GC0669  HISTORY     - Date     Condition        Report By
 GC0669  HISTORY     - 1960     MONUMENTED       CGS
 GC0669
 GC0669                          STATION DESCRIPTION
 GC0669
 GC0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0669'4.8 MI SE FROM NASHVILLE.
 GC0669'FROM THE UNION STATION IN NASHVILLE, GO ABOUT 4.8 MILES SOUTHEAST
 GC0669'ON THE L. AND N. RAILROAD TO AN OVERPASS.  THE DISK IS CEMENTED
 GC0669'VERTICALLY IN A DRILL HOLE IN THE EAST SIDE OF THE NORTHWEST
 GC0669'PILLAR FOR THE OVERPASS, 9.5 FT. WEST OF THE MOST WESTERLY
 GC0669'RAIL AND ABOUT 4 FT. ABOVE THE GROUND.  NOTE-- THIS MARK IS
 GC0669'0.85 MILE NORTH ALONG THE L. AND N. RAILROAD FROM PEACH ORCHARD
 GC0669'HILL AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0582 ***********************************************************************
 FD0582  DESIGNATION -  E 224
 FD0582  PID         -  FD0582
 FD0582  STATE/COUNTY-  TN/MAURY
 FD0582  USGS QUAD   -  GLENDALE (1981)
 FD0582
 FD0582                         *CURRENT SURVEY CONTROL
 FD0582  ___________________________________________________________________
 FD0582* NAD 83(1986)-  35 37 26.     (N)    086 53 52.     (W)     SCALED    
 FD0582* NAVD 88     -       213.568  (meters)     700.68   (feet)  ADJUSTED  
 FD0582  ___________________________________________________________________
 FD0582  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD0582  DYNAMIC HT  -         213.380 (meters)     700.06  (feet)  COMP
 FD0582  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 FD0582
 FD0582  VERT ORDER  -  SECOND    CLASS 0
 FD0582
 FD0582.The horizontal coordinates were scaled from a topographic map and have
 FD0582.an estimated accuracy of +/- 6 seconds.
 FD0582
 FD0582.The orthometric height was determined by differential leveling
 FD0582.and adjusted by the National Geodetic Survey in June 1991..
 FD0582
 FD0582.The geoid height was determined by GEOID03.
 FD0582
 FD0582.The dynamic height is computed by dividing the NAVD 88
 FD0582.geopotential number by the normal gravity value computed on the
 FD0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0582.degrees latitude (g = 980.6199 gals.).
 FD0582
 FD0582.The modeled gravity was interpolated from observed gravity values.
 FD0582
 FD0582;                    North         East    Units  Estimated Accuracy
 FD0582;SPC TN       -   143,560.      518,680.      MT  (+/- 180 meters Scaled)
 FD0582
 FD0582                          SUPERSEDED SURVEY CONTROL
 FD0582
 FD0582  NGVD 29 (??/??/92)  213.548  (m)          700.62   (f) ADJ UNCH    2 0
 FD0582
 FD0582.Superseded values are not recommended for survey control.
 FD0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0582.See file dsdata.txt to determine how the superseded data were derived.
 FD0582
 FD0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE092422(NAD 83)
 FD0582_MARKER: DB = BENCH MARK DISK
 FD0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0582_STAMPING: E 224 1960
 FD0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0582+STABILITY: SURFACE MOTION
 FD0582
 FD0582  HISTORY     - Date     Condition        Report By
 FD0582  HISTORY     - 1960     MONUMENTED       CGS
 FD0582  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0582
 FD0582                          STATION DESCRIPTION
 FD0582
 FD0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0582'8 MI N FROM BRYANT.
 FD0582'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY 50
 FD0582'FOR 0.7 MILE, THEN 7.3 MILES NORTH ON INTERSTATE HIGHWAY 65 TO THE
 FD0582'INTERSECTION OF A GRAVELED ROAD.  THE BENCH MARK IS 0.1 MILE
 FD0582'EAST OF A TRACK ROAD, ABOUT 265 FT. EAST OF THE CENTER OF INTERSTATE
 FD0582'HIGHWAY, 28 FT. WEST OF THE CENTER OF A TRACK ROAD AND GATE, 22 FT.
 FD0582'NORTH OF THE CENTER OF A GRAVELED ROAD, 16 FT. SOUTH OF A FENCE,
 FD0582'AND 1.5 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0582'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE GRAVEL
 FD0582'ROAD.
 FD0582
 FD0582                          STATION RECOVERY (1972)
 FD0582
 FD0582'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0411 ***********************************************************************
 FD0411  DESIGNATION -  E 225
 FD0411  PID         -  FD0411
 FD0411  STATE/COUNTY-  TN/GILES
 FD0411  USGS QUAD   -  FRANKEWING (1982)
 FD0411
 FD0411                         *CURRENT SURVEY CONTROL
 FD0411  ___________________________________________________________________
 FD0411* NAD 83(1986)-  35 12 10.     (N)    086 52 19.     (W)     SCALED    
 FD0411* NAVD 88     -       226.959  (meters)     744.61   (feet)  ADJUSTED  
 FD0411  ___________________________________________________________________
 FD0411  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0411  DYNAMIC HT  -         226.748 (meters)     743.92  (feet)  COMP
 FD0411  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FD0411
 FD0411  VERT ORDER  -  SECOND    CLASS 0
 FD0411
 FD0411.The horizontal coordinates were scaled from a topographic map and have
 FD0411.an estimated accuracy of +/- 6 seconds.
 FD0411
 FD0411.The orthometric height was determined by differential leveling
 FD0411.and adjusted by the National Geodetic Survey in June 1991..
 FD0411
 FD0411.The geoid height was determined by GEOID03.
 FD0411
 FD0411.The dynamic height is computed by dividing the NAVD 88
 FD0411.geopotential number by the normal gravity value computed on the
 FD0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0411.degrees latitude (g = 980.6199 gals.).
 FD0411
 FD0411.The modeled gravity was interpolated from observed gravity values.
 FD0411
 FD0411;                    North         East    Units  Estimated Accuracy
 FD0411;SPC TN       -    96,820.      520,600.      MT  (+/- 180 meters Scaled)
 FD0411
 FD0411                          SUPERSEDED SURVEY CONTROL
 FD0411
 FD0411  NGVD 29 (??/??/92)  226.934  (m)          744.53   (f) ADJ UNCH    2 0
 FD0411
 FD0411.Superseded values are not recommended for survey control.
 FD0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0411.See file dsdata.txt to determine how the superseded data were derived.
 FD0411
 FD0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED116955(NAD 83)
 FD0411_MARKER: DB = BENCH MARK DISK
 FD0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0411_STAMPING: E 225 1960
 FD0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0411+STABILITY: SURFACE MOTION
 FD0411
 FD0411  HISTORY     - Date     Condition        Report By
 FD0411  HISTORY     - 1960     MONUMENTED       CGS
 FD0411
 FD0411                          STATION DESCRIPTION
 FD0411
 FD0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0411'2.9 MI S FROM BEECH HILL.
 FD0411'FROM THE BEECH SCHOOL IN BEECH HILL, GO SOUTH ON A PAVED ROAD
 FD0411'FOR 2.2 MILES, THEN 0.7 MILE WEST ON A GRAVELED ROAD.  THE BENCH
 FD0411'MARK IS ABOUT 170 FT. EAST OF THE CENTER OF THE PROPOSED INTERSTATE
 FD0411'HIGHWAY, 19 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 13 FT.
 FD0411'SOUTHEAST OF A POWER LINE POLE, 6 FT. EAST OF A FENCE, AND
 FD0411'1.5 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0411'CONCRETE POST THAT PROJECTS 3 INCHES AND IS ABOUT 3 FT. ABOVE
 FD0411'THE LEVEL OF THE ROAD.  NOTE-- TO REACH PETE 1960, GO 0.7 MILE
 FD0411'EAST ON THE GRAVELED ROAD, THEN 0.8 MILE SOUTHEAST ON THE PAVED
 FD0411'ROAD, THEN 0.4 MILE WEST ON A GRAVELED ROAD TO A FORK, FOLLOW
 FD0411'THE WOODS ROAD EAST FOR 0.15 MILE TO THE END OF THE ROAD AND
 FD0411'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0716 ***********************************************************************
 GC0716  DESIGNATION -  E 226
 GC0716  PID         -  GC0716
 GC0716  STATE/COUNTY-  TN/WILSON
 GC0716  USGS QUAD   -  HERMITAGE (1983)
 GC0716
 GC0716                         *CURRENT SURVEY CONTROL
 GC0716  ___________________________________________________________________
 GC0716* NAD 83(1986)-  36 09 59.     (N)    086 31 52.     (W)     SCALED    
 GC0716* NAVD 88     -       179.329  (meters)     588.35   (feet)  ADJUSTED  
 GC0716  ___________________________________________________________________
 GC0716  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0716  DYNAMIC HT  -         179.177 (meters)     587.85  (feet)  COMP
 GC0716  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 GC0716
 GC0716  VERT ORDER  -  SECOND    CLASS 0
 GC0716
 GC0716.The horizontal coordinates were scaled from a topographic map and have
 GC0716.an estimated accuracy of +/- 6 seconds.
 GC0716
 GC0716.The orthometric height was determined by differential leveling
 GC0716.and adjusted by the National Geodetic Survey in June 1991..
 GC0716
 GC0716.The geoid height was determined by GEOID03.
 GC0716
 GC0716.The dynamic height is computed by dividing the NAVD 88
 GC0716.geopotential number by the normal gravity value computed on the
 GC0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0716.degrees latitude (g = 980.6199 gals.).
 GC0716
 GC0716.The modeled gravity was interpolated from observed gravity values.
 GC0716
 GC0716;                    North         East    Units  Estimated Accuracy
 GC0716;SPC TN       -   203,510.      552,220.      MT  (+/- 180 meters Scaled)
 GC0716
 GC0716                          SUPERSEDED SURVEY CONTROL
 GC0716
 GC0716  NGVD 29 (??/??/92)  179.373  (m)          588.49   (f) ADJ UNCH    2 0
 GC0716
 GC0716.Superseded values are not recommended for survey control.
 GC0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0716.See file dsdata.txt to determine how the superseded data were derived.
 GC0716
 GC0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF421025(NAD 83)
 GC0716_MARKER: DB = BENCH MARK DISK
 GC0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0716_SP_SET: CULVERT
 GC0716_STAMPING: E 226 1960
 GC0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0716
 GC0716  HISTORY     - Date     Condition        Report By
 GC0716  HISTORY     - 1960     MONUMENTED       CGS
 GC0716
 GC0716                          STATION DESCRIPTION
 GC0716
 GC0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0716'4.4 MI S FROM MOUNT JULIET.
 GC0716'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0716'ON PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0716'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILE
 GC0716'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON A GRAVELED
 GC0716'ROAD, THEN 0.4 MILE EAST ON CENTRAL PIKE TO A CONCRETE CULVERT.
 GC0716'THE BENCH MARK IS 52 FT. SOUTHEAST OF THE CENTER OF A T JUNCTION
 GC0716'OF HOLLIS WRIGHT ROAD AND CENTRAL PIKE, ABOUT 290 FT. SOUTHWEST
 GC0716'OF INTERSTATE HIGHWAY 40, AND 13.3 FT. SOUTH OF THE CENTER OF
 GC0716'CENTRAL PIKE.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP
 GC0716'OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF THE
 GC0716'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0284 ***********************************************************************
 GC0284  DESIGNATION -  E 227
 GC0284  PID         -  GC0284
 GC0284  STATE/COUNTY-  TN/WILSON
 GC0284  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0284
 GC0284                         *CURRENT SURVEY CONTROL
 GC0284  ___________________________________________________________________
 GC0284* NAD 83(1986)-  36 10 35.     (N)    086 08 22.     (W)     SCALED    
 GC0284* NAVD 88     -       201.237  (meters)     660.23   (feet)  ADJUSTED  
 GC0284  ___________________________________________________________________
 GC0284  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0284  DYNAMIC HT  -         201.068 (meters)     659.67  (feet)  COMP
 GC0284  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC0284
 GC0284  VERT ORDER  -  SECOND    CLASS 0
 GC0284
 GC0284.The horizontal coordinates were scaled from a topographic map and have
 GC0284.an estimated accuracy of +/- 6 seconds.
 GC0284
 GC0284.The orthometric height was determined by differential leveling
 GC0284.and adjusted by the National Geodetic Survey in June 1991..
 GC0284
 GC0284.The geoid height was determined by GEOID03.
 GC0284
 GC0284.The dynamic height is computed by dividing the NAVD 88
 GC0284.geopotential number by the normal gravity value computed on the
 GC0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0284.degrees latitude (g = 980.6199 gals.).
 GC0284
 GC0284.The modeled gravity was interpolated from observed gravity values.
 GC0284
 GC0284;                    North         East    Units  Estimated Accuracy
 GC0284;SPC TN       -   204,500.      587,460.      MT  (+/- 180 meters Scaled)
 GC0284
 GC0284                          SUPERSEDED SURVEY CONTROL
 GC0284
 GC0284  NGVD 29 (??/??/92)  201.298  (m)          660.43   (f) ADJ UNCH    2 0
 GC0284
 GC0284.Superseded values are not recommended for survey control.
 GC0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0284.See file dsdata.txt to determine how the superseded data were derived.
 GC0284
 GC0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF773038(NAD 83)
 GC0284_MARKER: DB = BENCH MARK DISK
 GC0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0284_SP_SET: CULVERT
 GC0284_STAMPING: E 227 1960
 GC0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0284
 GC0284  HISTORY     - Date     Condition        Report By
 GC0284  HISTORY     - 1960     MONUMENTED       CGS
 GC0284
 GC0284                          STATION DESCRIPTION
 GC0284
 GC0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0284'8.9 MI E FROM LEBANON.
 GC0284'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0284'MILE, THEN 8.3 MILES EAST ON BLUE BIRD ROAD TO A CONCRETE
 GC0284'CULVERT.  THE BENCH MARK IS 12 FT. SOUTHWEST OF THE CENTER OF
 GC0284'BLUE BIRD ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE
 GC0284'SOUTHWEST WINGWALL OF A CONCRETE CULVERT AND IS ABOUT LEVEL
 GC0284'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1737 ***********************************************************************
 GB1737  DESIGNATION -  E 228
 GB1737  PID         -  GB1737
 GB1737  STATE/COUNTY-  TN/SMITH
 GB1737  USGS QUAD   -  GORDONSVILLE (1986)
 GB1737
 GB1737                         *CURRENT SURVEY CONTROL
 GB1737  ___________________________________________________________________
 GB1737* NAD 83(1986)-  36 08 47.     (N)    085 55 53.     (W)     SCALED    
 GB1737* NAVD 88     -       151.773  (meters)     497.94   (feet)  ADJUSTED  
 GB1737  ___________________________________________________________________
 GB1737  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1737  DYNAMIC HT  -         151.642 (meters)     497.51  (feet)  COMP
 GB1737  MODELED GRAV-     979,771.3   (mgal)                       NAVD 88
 GB1737
 GB1737  VERT ORDER  -  SECOND    CLASS 0
 GB1737
 GB1737.The horizontal coordinates were scaled from a topographic map and have
 GB1737.an estimated accuracy of +/- 6 seconds.
 GB1737
 GB1737.The orthometric height was determined by differential leveling
 GB1737.and adjusted by the National Geodetic Survey in June 1991..
 GB1737
 GB1737.The geoid height was determined by GEOID03.
 GB1737
 GB1737.The dynamic height is computed by dividing the NAVD 88
 GB1737.geopotential number by the normal gravity value computed on the
 GB1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1737.degrees latitude (g = 980.6199 gals.).
 GB1737
 GB1737.The modeled gravity was interpolated from observed gravity values.
 GB1737
 GB1737;                    North         East    Units  Estimated Accuracy
 GB1737;SPC TN       -   201,160.      606,180.      MT  (+/- 180 meters Scaled)
 GB1737
 GB1737                          SUPERSEDED SURVEY CONTROL
 GB1737
 GB1737  NGVD 29 (??/??/92)  151.838  (m)          498.16   (f) ADJ UNCH    2 0
 GB1737
 GB1737.Superseded values are not recommended for survey control.
 GB1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1737.See file dsdata.txt to determine how the superseded data were derived.
 GB1737
 GB1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF961007(NAD 83)
 GB1737_MARKER: DB = BENCH MARK DISK
 GB1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1737_STAMPING: E 228 1960
 GB1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1737+STABILITY: SURFACE MOTION
 GB1737
 GB1737  HISTORY     - Date     Condition        Report By
 GB1737  HISTORY     - 1960     MONUMENTED       CGS
 GB1737
 GB1737                          STATION DESCRIPTION
 GB1737
 GB1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1737'0.5 MI NE FROM HICKMAN.
 GB1737'FROM THE RAILROAD STATION IN HICKMAN, GO 0.5 MILES NORTH EAST ON
 GB1737'THE TENNESSEE CENTRAL RAILROAD TO THE CROSSING OF A TRACK ROAD.
 GB1737'THE BENCH MARK IS 58 FT. NORTH OF THE NORTH RAIL AND THE CENTER
 GB1737'OF THE TRACK ROAD, 46 FT. NORTHWEST OF TELEPHONE POLE AND MILE
 GB1737'POST 59.1, 18 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 9 FT.
 GB1737'WEST OF THE CENTER OF A GATE AND PRIVATE DRIVE, AND 1.8 FT. WEST
 GB1737'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1737'PROJECTING 2 INCHES ABOUT LEVEL WITH THE GRAVEL ROAD, AND ABOUT
 GB1737'7 FT. BELOW THE LEVEL OF THE TRACKS.  NOTE-- THIS BENCH MARK IS
 GB1737'0.9 MILE SOUTHWEST ON THE TENNESSEE CENTRAL RAILROAD FROM B.M. F
 GB1737'228.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0119 ***********************************************************************
 FD0119  DESIGNATION -  E 229
 FD0119  PID         -  FD0119
 FD0119  STATE/COUNTY-  TN/COFFEE
 FD0119  USGS QUAD   -  NOAH (1976)
 FD0119
 FD0119                         *CURRENT SURVEY CONTROL
 FD0119  ___________________________________________________________________
 FD0119* NAD 83(1986)-  35 35 03.     (N)    086 13 40.     (W)     SCALED    
 FD0119* NAVD 88     -       268.987  (meters)     882.50   (feet)  ADJUSTED  
 FD0119  ___________________________________________________________________
 FD0119  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0119  DYNAMIC HT  -         268.737 (meters)     881.68  (feet)  COMP
 FD0119  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FD0119
 FD0119  VERT ORDER  -  SECOND    CLASS 0
 FD0119
 FD0119.The horizontal coordinates were scaled from a topographic map and have
 FD0119.an estimated accuracy of +/- 6 seconds.
 FD0119
 FD0119.The orthometric height was determined by differential leveling
 FD0119.and adjusted by the National Geodetic Survey in June 1991..
 FD0119
 FD0119.The geoid height was determined by GEOID03.
 FD0119
 FD0119.The dynamic height is computed by dividing the NAVD 88
 FD0119.geopotential number by the normal gravity value computed on the
 FD0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0119.degrees latitude (g = 980.6199 gals.).
 FD0119
 FD0119.The modeled gravity was interpolated from observed gravity values.
 FD0119
 FD0119;                    North         East    Units  Estimated Accuracy
 FD0119;SPC TN       -   138,800.      579,360.      MT  (+/- 180 meters Scaled)
 FD0119
 FD0119                          SUPERSEDED SURVEY CONTROL
 FD0119
 FD0119  NGVD 29 (??/??/92)  268.984  (m)          882.49   (f) ADJ UNCH    2 0
 FD0119
 FD0119.Superseded values are not recommended for survey control.
 FD0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0119.See file dsdata.txt to determine how the superseded data were derived.
 FD0119
 FD0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE699381(NAD 83)
 FD0119_MARKER: DB = BENCH MARK DISK
 FD0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0119_SP_SET: BRIDGE
 FD0119_STAMPING: E 229 1960
 FD0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0119
 FD0119  HISTORY     - Date     Condition        Report By
 FD0119  HISTORY     - 1960     MONUMENTED       CGS
 FD0119
 FD0119                          STATION DESCRIPTION
 FD0119
 FD0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0119'3.4 MI SE FROM BEECH GROVE.
 FD0119'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST
 FD0119'ON U.S. HIGHWAY 41, THEN 1.15 MILES SOUTH ON A GRAVELED ROAD
 FD0119'TO A BRIDGE OVER A SMALL CREEK.  THE BENCH MARK IS 10.3 FT.
 FD0119'WEST OF THE CENTER OF THE BRIDGE.  THE DISK IS CEMENTED IN A DRILL
 FD0119'HOLE IN THE NORTHWEST CONCRETE HEADWALL, AT THE NORTH END OF THE
 FD0119'BRIDGE, AND ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1851 ***********************************************************************
 GB1851  DESIGNATION -  E 230
 GB1851  PID         -  GB1851
 GB1851  STATE/COUNTY-  TN/PUTNAM
 GB1851  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1851
 GB1851                         *CURRENT SURVEY CONTROL
 GB1851  ___________________________________________________________________
 GB1851* NAD 83(1986)-  36 08 13.     (N)    085 30 53.     (W)     SCALED    
 GB1851* NAVD 88     -       334.300  (meters)    1096.78   (feet)  ADJUSTED  
 GB1851  ___________________________________________________________________
 GB1851  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB1851  DYNAMIC HT  -         334.002 (meters)    1095.80  (feet)  COMP
 GB1851  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 GB1851
 GB1851  VERT ORDER  -  SECOND    CLASS 0
 GB1851
 GB1851.The horizontal coordinates were scaled from a topographic map and have
 GB1851.an estimated accuracy of +/- 6 seconds.
 GB1851
 GB1851.The orthometric height was determined by differential leveling
 GB1851.and adjusted by the National Geodetic Survey in June 1991..
 GB1851
 GB1851.The geoid height was determined by GEOID03.
 GB1851
 GB1851.The dynamic height is computed by dividing the NAVD 88
 GB1851.geopotential number by the normal gravity value computed on the
 GB1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1851.degrees latitude (g = 980.6199 gals.).
 GB1851
 GB1851.The modeled gravity was interpolated from observed gravity values.
 GB1851
 GB1851;                    North         East    Units  Estimated Accuracy
 GB1851;SPC TN       -   200,220.      643,680.      MT  (+/- 180 meters Scaled)
 GB1851
 GB1851                          SUPERSEDED SURVEY CONTROL
 GB1851
 GB1851  NGVD 29 (??/??/92)  334.370  (m)         1097.01   (f) ADJ UNCH    2 0
 GB1851
 GB1851.Superseded values are not recommended for survey control.
 GB1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1851.See file dsdata.txt to determine how the superseded data were derived.
 GB1851
 GB1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF336001(NAD 83)
 GB1851_MARKER: DB = BENCH MARK DISK
 GB1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1851_STAMPING: E 230 1960
 GB1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1851+STABILITY: SURFACE MOTION
 GB1851
 GB1851  HISTORY     - Date     Condition        Report By
 GB1851  HISTORY     - 1960     MONUMENTED       CGS
 GB1851
 GB1851                          STATION DESCRIPTION
 GB1851
 GB1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1851'2.6 MI SW FROM COOKEVILLE.
 GB1851'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1851'HIGHWAY 42, THEN 0.75 MILES WEST ON INTERSTATE HIGHWAY 40 TO A
 GB1851'SMALL CUT BETWEEN TWO HILLS.  THE BENCH MARK IS SET IN THE SMALL
 GB1851'CUT, ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40,
 GB1851'1.5 FT. SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2.2 FT. EAST OF A
 GB1851'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1851'PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GB1851'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1629 ***********************************************************************
 GB1629  DESIGNATION -  E 231
 GB1629  PID         -  GB1629
 GB1629  STATE/COUNTY-  TN/PUTNAM
 GB1629  USGS QUAD   -  MONTEREY (1981)
 GB1629
 GB1629                         *CURRENT SURVEY CONTROL
 GB1629  ___________________________________________________________________
 GB1629* NAD 83(1986)-  36 08 28.     (N)    085 16 04.     (W)     SCALED    
 GB1629* NAVD 88     -       567.650  (meters)    1862.37   (feet)  ADJUSTED  
 GB1629  ___________________________________________________________________
 GB1629  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GB1629  DYNAMIC HT  -         567.123 (meters)    1860.64  (feet)  COMP
 GB1629  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 GB1629
 GB1629  VERT ORDER  -  SECOND    CLASS 0
 GB1629
 GB1629.The horizontal coordinates were scaled from a topographic map and have
 GB1629.an estimated accuracy of +/- 6 seconds.
 GB1629
 GB1629.The orthometric height was determined by differential leveling
 GB1629.and adjusted by the National Geodetic Survey in June 1991..
 GB1629
 GB1629.The geoid height was determined by GEOID03.
 GB1629
 GB1629.The dynamic height is computed by dividing the NAVD 88
 GB1629.geopotential number by the normal gravity value computed on the
 GB1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1629.degrees latitude (g = 980.6199 gals.).
 GB1629
 GB1629.The modeled gravity was interpolated from observed gravity values.
 GB1629
 GB1629;                    North         East    Units  Estimated Accuracy
 GB1629;SPC TN       -   200,820.      665,900.      MT  (+/- 180 meters Scaled)
 GB1629
 GB1629                          SUPERSEDED SURVEY CONTROL
 GB1629
 GB1629  NGVD 29 (??/??/92)  567.664  (m)         1862.41   (f) ADJ UNCH    2 0
 GB1629
 GB1629.Superseded values are not recommended for survey control.
 GB1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1629.See file dsdata.txt to determine how the superseded data were derived.
 GB1629
 GB1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF558009(NAD 83)
 GB1629_MARKER: DB = BENCH MARK DISK
 GB1629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1629_SP_SET: CULVERT
 GB1629_STAMPING: E 231 1960
 GB1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1629
 GB1629  HISTORY     - Date     Condition        Report By
 GB1629  HISTORY     - 1960     MONUMENTED       CGS
 GB1629
 GB1629                          STATION DESCRIPTION
 GB1629
 GB1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1629'AT MONTEREY.
 GB1629'FROM THE RAILROAD DEPOT IN MONTEREY, GO 1 BLOCK WEST, THEN
 GB1629'0.25 MILE SOUTHWEST ON A PAVED ROAD, THEN 0.4 MILE SOUTHEAST
 GB1629'ON U.S. HIGHWAY 70N TO THE INTERSECTION OF AGEE ST.  THE BENCH
 GB1629'MARK IS 18 FT. SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 70N, 13.5
 GB1629'FT. WEST OF THE CENTER OF AGEE ST., 12 FT. NORTHEAST OF A
 GB1629'LIGHT LINE POLE.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GB1629'TOP OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER
 GB1629'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0805 ***********************************************************************
 FC0805  DESIGNATION -  E 232
 FC0805  PID         -  FC0805
 FC0805  STATE/COUNTY-  TN/CUMBERLAND
 FC0805  USGS QUAD   -  DORTON (1991)
 FC0805
 FC0805                         *CURRENT SURVEY CONTROL
 FC0805  ___________________________________________________________________
 FC0805* NAD 83(1986)-  35 54 59.     (N)    084 54 08.     (W)     SCALED    
 FC0805* NAVD 88     -       541.116  (meters)    1775.31   (feet)  ADJUSTED  
 FC0805  ___________________________________________________________________
 FC0805  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FC0805  DYNAMIC HT  -         540.616 (meters)    1773.67  (feet)  COMP
 FC0805  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 FC0805
 FC0805  VERT ORDER  -  SECOND    CLASS 0
 FC0805
 FC0805.The horizontal coordinates were scaled from a topographic map and have
 FC0805.an estimated accuracy of +/- 6 seconds.
 FC0805
 FC0805.The orthometric height was determined by differential leveling
 FC0805.and adjusted by the National Geodetic Survey in June 1991..
 FC0805
 FC0805.The geoid height was determined by GEOID03.
 FC0805
 FC0805.The dynamic height is computed by dividing the NAVD 88
 FC0805.geopotential number by the normal gravity value computed on the
 FC0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0805.degrees latitude (g = 980.6199 gals.).
 FC0805
 FC0805.The modeled gravity was interpolated from observed gravity values.
 FC0805
 FC0805;                    North         East    Units  Estimated Accuracy
 FC0805;SPC TN       -   176,190.      699,080.      MT  (+/- 180 meters Scaled)
 FC0805
 FC0805                          SUPERSEDED SURVEY CONTROL
 FC0805
 FC0805  NGVD 29 (??/??/92)  541.204  (m)         1775.60   (f) ADJ UNCH    2 0
 FC0805
 FC0805.Superseded values are not recommended for survey control.
 FC0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0805.See file dsdata.txt to determine how the superseded data were derived.
 FC0805
 FC0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE892767(NAD 83)
 FC0805_MARKER: DB = BENCH MARK DISK
 FC0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0805_STAMPING: E 232 1960
 FC0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0805+STABILITY: SURFACE MOTION
 FC0805
 FC0805  HISTORY     - Date     Condition        Report By
 FC0805  HISTORY     - 1960     MONUMENTED       CGS
 FC0805
 FC0805                          STATION DESCRIPTION
 FC0805
 FC0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0805'1.5 MI NW FROM CRAB ORCHARD.
 FC0805'FROM THE POST OFFICE IN CRAB ORCHARD, GO 1.5 MILE NORTHWEST
 FC0805'ON A PAVED ROAD TO A BARN ON THE NORTH SIDE OF THE ROAD AND A
 FC0805'PRIVATE DRIVE LEADING SOUTH.  THE BENCH MARK IS 39 FT. NORTH OF A
 FC0805'10-INCH WALNUT TREE, 17 FT. NORTHEAST OF THE CENTER OF THE PAVED
 FC0805'ROAD, 13 FT. NORTHWEST OF THE CENTER OF A GATE LEADING TO A BARN,
 FC0805'AND 4.2 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FC0805'OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE
 FC0805'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0181 ***********************************************************************
 FC0181  DESIGNATION -  E 233
 FC0181  PID         -  FC0181
 FC0181  STATE/COUNTY-  TN/ROANE
 FC0181  USGS QUAD   -  HARRIMAN (1980)
 FC0181
 FC0181                         *CURRENT SURVEY CONTROL
 FC0181  ___________________________________________________________________
 FC0181* NAD 83(1986)-  35 52 30.     (N)    084 30 01.     (W)     SCALED    
 FC0181* NAVD 88     -       287.143  (meters)     942.07   (feet)  ADJUSTED  
 FC0181  ___________________________________________________________________
 FC0181  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0181  DYNAMIC HT  -         286.878 (meters)     941.20  (feet)  COMP
 FC0181  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FC0181
 FC0181  VERT ORDER  -  SECOND    CLASS 0
 FC0181
 FC0181.The horizontal coordinates were scaled from a topographic map and have
 FC0181.an estimated accuracy of +/- 6 seconds.
 FC0181
 FC0181.The orthometric height was determined by differential leveling
 FC0181.and adjusted by the National Geodetic Survey in June 1991..
 FC0181
 FC0181.The geoid height was determined by GEOID03.
 FC0181
 FC0181.The dynamic height is computed by dividing the NAVD 88
 FC0181.geopotential number by the normal gravity value computed on the
 FC0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0181.degrees latitude (g = 980.6199 gals.).
 FC0181
 FC0181.The modeled gravity was interpolated from observed gravity values.
 FC0181
 FC0181;                    North         East    Units  Estimated Accuracy
 FC0181;SPC TN       -   172,080.      735,420.      MT  (+/- 180 meters Scaled)
 FC0181
 FC0181                          SUPERSEDED SURVEY CONTROL
 FC0181
 FC0181  NGVD 29 (??/??/92)  287.254  (m)          942.43   (f) ADJ UNCH    2 0
 FC0181
 FC0181.Superseded values are not recommended for survey control.
 FC0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0181.See file dsdata.txt to determine how the superseded data were derived.
 FC0181
 FC0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE256729(NAD 83)
 FC0181_MARKER: DB = BENCH MARK DISK
 FC0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0181_SP_SET: CULVERT
 FC0181_STAMPING: E 233 1960
 FC0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0181
 FC0181  HISTORY     - Date     Condition        Report By
 FC0181  HISTORY     - 1960     MONUMENTED       CGS
 FC0181
 FC0181                          STATION DESCRIPTION
 FC0181
 FC0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0181'1.4 MI SE FROM KINGSTON.
 FC0181'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0181'ST. FOR 0.8 MILE, THEN 0.6 MILE SOUTHEAST ON INTERSTATE HIGHWAY
 FC0181'40 TO A CULVERT JUST BEFORE REACHING THE CREST OF A LARGE HILL.
 FC0181'THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0181'SOUTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CONCRETE
 FC0181'CULVERT UNDER THE HIGHWAY, 35 FT. SOUTHWEST OF THE CENTER OF THE
 FC0181'SOUTHEAST BOUND TRAFFIC LANES, AND ABOUT 2 FT. BELOW THE LEVEL
 FC0181'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0224 ***********************************************************************
 FC0224  DESIGNATION -  E 234
 FC0224  PID         -  FC0224
 FC0224  STATE/COUNTY-  TN/KNOX
 FC0224  USGS QUAD   -  LOVELL (1990)
 FC0224
 FC0224                         *CURRENT SURVEY CONTROL
 FC0224  ___________________________________________________________________
 FC0224* NAD 83(1986)-  35 53 34.     (N)    084 11 56.     (W)     SCALED    
 FC0224* NAVD 88     -       320.924  (meters)    1052.90   (feet)  ADJUSTED  
 FC0224  ___________________________________________________________________
 FC0224  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0224  DYNAMIC HT  -         320.622 (meters)    1051.91  (feet)  COMP
 FC0224  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FC0224
 FC0224  VERT ORDER  -  SECOND    CLASS 0
 FC0224
 FC0224.The horizontal coordinates were scaled from a topographic map and have
 FC0224.an estimated accuracy of +/- 6 seconds.
 FC0224
 FC0224.The orthometric height was determined by differential leveling
 FC0224.and adjusted by the National Geodetic Survey in June 1991..
 FC0224
 FC0224.The geoid height was determined by GEOID03.
 FC0224
 FC0224.The dynamic height is computed by dividing the NAVD 88
 FC0224.geopotential number by the normal gravity value computed on the
 FC0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0224.degrees latitude (g = 980.6199 gals.).
 FC0224
 FC0224.The modeled gravity was interpolated from observed gravity values.
 FC0224
 FC0224;                    North         East    Units  Estimated Accuracy
 FC0224;SPC TN       -   174,520.      762,600.      MT  (+/- 180 meters Scaled)
 FC0224
 FC0224                          SUPERSEDED SURVEY CONTROL
 FC0224
 FC0224  NGVD 29 (??/??/92)  321.041  (m)         1053.28   (f) ADJ UNCH    2 0
 FC0224
 FC0224.Superseded values are not recommended for survey control.
 FC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0224.See file dsdata.txt to determine how the superseded data were derived.
 FC0224
 FC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE528756(NAD 83)
 FC0224_MARKER: DB = BENCH MARK DISK
 FC0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0224_SP_SET: CULVERT
 FC0224_STAMPING: E 234 1960
 FC0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0224
 FC0224  HISTORY     - Date     Condition        Report By
 FC0224  HISTORY     - 1960     MONUMENTED       CGS
 FC0224  HISTORY     - 1968     MARK NOT FOUND   TVA
 FC0224
 FC0224                          STATION DESCRIPTION
 FC0224
 FC0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0224'6.6 MI NE FROM EATON CROSSROADS.
 FC0224'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0224'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED ROAD,
 FC0224'THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN 3.15
 FC0224'MILES EAST ON INTERSTATE HIGHWAY 40 TO A CULVERT UNDER THE
 FC0224'HIGHWAY.  THE BENCH MARK IS ABOUT 120 FT. NORTH AND ACROSS THE ROAD
 FC0224'FROM A LOG CABIN, 46 FT. NORTH OF THE CENTER OF THE WEST BOUND
 FC0224'TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF
 FC0224'THE EAST END OF THE NORTH CONCRETE HEADWALL OF THE CONCRETE CULVERT
 FC0224'AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
 FC0224
 FC0224                          STATION RECOVERY (1968)
 FC0224
 FC0224'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 FC0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2447 ***********************************************************************
 GA2447  DESIGNATION -  E 235
 GA2447  PID         -  GA2447
 GA2447  STATE/COUNTY-  TN/KNOX
 GA2447  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2447
 GA2447                         *CURRENT SURVEY CONTROL
 GA2447  ___________________________________________________________________
 GA2447* NAD 83(1986)-  36 00 29.     (N)    083 58 01.     (W)     SCALED    
 GA2447* NAVD 88     -       310.504  (meters)    1018.71   (feet)  ADJUSTED  
 GA2447  ___________________________________________________________________
 GA2447  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2447  DYNAMIC HT  -         310.214 (meters)    1017.76  (feet)  COMP
 GA2447  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA2447
 GA2447  VERT ORDER  -  FIRST     CLASS I
 GA2447
 GA2447.The horizontal coordinates were scaled from a topographic map and have
 GA2447.an estimated accuracy of +/- 6 seconds.
 GA2447
 GA2447.The orthometric height was determined by differential leveling
 GA2447.and adjusted by the National Geodetic Survey in June 1991..
 GA2447
 GA2447.The geoid height was determined by GEOID03.
 GA2447
 GA2447.The dynamic height is computed by dividing the NAVD 88
 GA2447.geopotential number by the normal gravity value computed on the
 GA2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2447.degrees latitude (g = 980.6199 gals.).
 GA2447
 GA2447.The modeled gravity was interpolated from observed gravity values.
 GA2447
 GA2447;                    North         East    Units  Estimated Accuracy
 GA2447;SPC TN       -   187,710.      783,270.      MT  (+/- 180 meters Scaled)
 GA2447
 GA2447                          SUPERSEDED SURVEY CONTROL
 GA2447
 GA2447  NGVD 29 (??/??/92)  310.623  (m)         1019.10   (f) ADJ UNCH    1 1
 GA2447
 GA2447.Superseded values are not recommended for survey control.
 GA2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2447.See file dsdata.txt to determine how the superseded data were derived.
 GA2447
 GA2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325889(NAD 83)
 GA2447_MARKER: DB = BENCH MARK DISK
 GA2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2447_STAMPING: E 235 1961
 GA2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2447+STABILITY: SURFACE MOTION
 GA2447
 GA2447  HISTORY     - Date     Condition        Report By
 GA2447  HISTORY     - 1961     MONUMENTED       CGS
 GA2447  HISTORY     - 1967     GOOD             NGS
 GA2447  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA2447
 GA2447                          STATION DESCRIPTION
 GA2447
 GA2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2447'AT INSKIP.
 GA2447'THIS MARK IS LOCATED AT THE JUNCTION OF INSKIP ROAD AND CENTRAL
 GA2447'AVENUE PIKE IN INSKIP, ABOUT 400 FT. NORTHEAST OF THE CENTER
 GA2447'OF INTERSTATE 75, 15.5 FT. SOUTHWEST OF A LONE ASH TREE, 15
 GA2447'FT. NORTHWEST OF THE CENTER OF INSKIP ROAD, 2.8 FT. NORTHWEST
 GA2447'OF A POWER LINE POLE WITH GUY WIRE, 1.7 FT. NORTHEAST OF A
 GA2447'WITNESS SIGN, AND JUST ACROSS INSKIP ROAD FROM THE FARRAGUT
 GA2447'REXAL DRUG STORE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2447'PROJECTING 5 INCHES AND ABOUT LEVEL WITH THE ROAD.
 GA2447
 GA2447                          STATION RECOVERY (1967)
 GA2447
 GA2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2447'RECOVERED IN GOOD CONDITION.
 GA2447
 GA2447                          STATION RECOVERY (1981)
 GA2447
 GA2447'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2448 ***********************************************************************
 GA2448  DESIGNATION -  E 235 A
 GA2448  PID         -  GA2448
 GA2448  STATE/COUNTY-  TN/KNOX
 GA2448  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2448
 GA2448                         *CURRENT SURVEY CONTROL
 GA2448  ___________________________________________________________________
 GA2448* NAD 83(1986)-  36 00 29.     (N)    083 58 01.     (W)     SCALED    
 GA2448* NAVD 88     -       311.998  (meters)    1023.61   (feet)  ADJUSTED  
 GA2448  ___________________________________________________________________
 GA2448  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2448  DYNAMIC HT  -         311.706 (meters)    1022.66  (feet)  COMP
 GA2448  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA2448
 GA2448  VERT ORDER  -  FIRST     CLASS I
 GA2448
 GA2448.The horizontal coordinates were scaled from a topographic map and have
 GA2448.an estimated accuracy of +/- 6 seconds.
 GA2448
 GA2448.The orthometric height was determined by differential leveling
 GA2448.and adjusted by the National Geodetic Survey in June 1991..
 GA2448
 GA2448.The geoid height was determined by GEOID03.
 GA2448
 GA2448.The dynamic height is computed by dividing the NAVD 88
 GA2448.geopotential number by the normal gravity value computed on the
 GA2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2448.degrees latitude (g = 980.6199 gals.).
 GA2448
 GA2448.The modeled gravity was interpolated from observed gravity values.
 GA2448
 GA2448;                    North         East    Units  Estimated Accuracy
 GA2448;SPC TN       -   187,710.      783,270.      MT  (+/- 180 meters Scaled)
 GA2448
 GA2448                          SUPERSEDED SURVEY CONTROL
 GA2448
 GA2448  NGVD 29 (??/??/92)  312.117  (m)         1024.00   (f) ADJ UNCH    1 1
 GA2448
 GA2448.Superseded values are not recommended for survey control.
 GA2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2448.See file dsdata.txt to determine how the superseded data were derived.
 GA2448
 GA2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325889(NAD 83)
 GA2448_MARKER: DD = SURVEY DISK
 GA2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2448_STAMPING: E 235 A 1967
 GA2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2448+STABILITY: SURFACE MOTION
 GA2448
 GA2448  HISTORY     - Date     Condition        Report By
 GA2448  HISTORY     - 1967     MONUMENTED       TNGS
 GA2448  HISTORY     - 1967     GOOD             NGS
 GA2448  HISTORY     - 1981     GOOD             LOCENG
 GA2448
 GA2448                          STATION DESCRIPTION
 GA2448
 GA2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2448'4.3 MI NW FROM KNOXVILLE.
 GA2448'ABOUT 4.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2448'STATION AT KNOXVILLE, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG
 GA2448'INSKIP ROAD, 154 FEET NORTHWEST OF THE INTERSECTION OF CENTRAL
 GA2448'AVENUE PIKE, AT THE SOUTH CORNER OF A LAWN OF A ONE STORY
 GA2448'BRICK HOUSE, 65 FEET WEST OF THE WEST CORNER OF A IGA SUPER
 GA2448'MARKET, 25 FEET NORTHEAST OF THE CENTER LINE OF CENTRAL AVENUE
 GA2448'PIKE, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 GA2448'ABOVE THE LEVEL OF CENTRAL AVENUE PIKE AND SET IN THE TOP OF
 GA2448'A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 GA2448
 GA2448                          STATION RECOVERY (1981)
 GA2448
 GA2448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0713 ***********************************************************************
 GB0713  DESIGNATION -  E 236
 GB0713  PID         -  GB0713
 GB0713  STATE/COUNTY-  TN/CAMPBELL
 GB0713  USGS QUAD   -  LAKE CITY (1973)
 GB0713
 GB0713                         *CURRENT SURVEY CONTROL
 GB0713  ___________________________________________________________________
 GB0713* NAD 83(1986)-  36 14 51.     (N)    084 10 47.     (W)     SCALED    
 GB0713* NAVD 88     -       280.899  (meters)     921.58   (feet)  ADJUSTED  
 GB0713  ___________________________________________________________________
 GB0713  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB0713  DYNAMIC HT  -         280.648 (meters)     920.76  (feet)  COMP
 GB0713  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB0713
 GB0713  VERT ORDER  -  SECOND    CLASS 0
 GB0713
 GB0713.The horizontal coordinates were scaled from a topographic map and have
 GB0713.an estimated accuracy of +/- 6 seconds.
 GB0713
 GB0713.The orthometric height was determined by differential leveling
 GB0713.and adjusted by the National Geodetic Survey in June 1991..
 GB0713
 GB0713.The geoid height was determined by GEOID03.
 GB0713
 GB0713.The dynamic height is computed by dividing the NAVD 88
 GB0713.geopotential number by the normal gravity value computed on the
 GB0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0713.degrees latitude (g = 980.6199 gals.).
 GB0713
 GB0713.The modeled gravity was interpolated from observed gravity values.
 GB0713
 GB0713;                    North         East    Units  Estimated Accuracy
 GB0713;SPC TN       -   213,900.      763,600.      MT  (+/- 180 meters Scaled)
 GB0713
 GB0713                          SUPERSEDED SURVEY CONTROL
 GB0713
 GB0713  NGVD 29 (??/??/92)  281.012  (m)          921.95   (f) ADJ UNCH    2 0
 GB0713
 GB0713.Superseded values are not recommended for survey control.
 GB0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0713.See file dsdata.txt to determine how the superseded data were derived.
 GB0713
 GB0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF534150(NAD 83)
 GB0713_MARKER: DB = BENCH MARK DISK
 GB0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0713_SP_SET: CULVERT
 GB0713_STAMPING: E 236 1961
 GB0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0713
 GB0713  HISTORY     - Date     Condition        Report By
 GB0713  HISTORY     - 1961     MONUMENTED       CGS
 GB0713  HISTORY     - 1973     GOOD             TVA
 GB0713
 GB0713                          STATION DESCRIPTION
 GB0713
 GB0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0713'2.5 MI N FROM LAKE CITY.
 GB0713'FROM THE POST OFFICE IN LAKE CITY, GO 2.5 MILES NORTH ON U.S. HIGHWAY
 GB0713'25W TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS
 GB0713'ABOUT 100 YARDS NORTHWEST OF A KAYO SERVICE STATION, AND 56.7
 GB0713'FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 25W.  THE DISK IS
 GB0713'CEMENTED IN A DRILL HOLE IN TOP OF THE CENTER OF THE EAST CONCRETE
 GB0713'HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE HIGHWAY AND IS ABOUT
 GB0713'8 FT. BELOW THE LEVEL OF THE ROAD.
 GB0713
 GB0713                          STATION RECOVERY (1973)
 GB0713
 GB0713'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2133 ***********************************************************************
 FB2133  DESIGNATION -  E 237
 FB2133  PID         -  FB2133
 FB2133  STATE/COUNTY-  TN/SEVIER
 FB2133  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2133
 FB2133                         *CURRENT SURVEY CONTROL
 FB2133  ___________________________________________________________________
 FB2133* NAD 83(1986)-  35 58 38.     (N)    083 37 20.     (W)     SCALED    
 FB2133* NAVD 88     -       287.496  (meters)     943.23   (feet)  ADJUSTED  
 FB2133  ___________________________________________________________________
 FB2133  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB2133  DYNAMIC HT  -         287.229 (meters)     942.35  (feet)  COMP
 FB2133  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FB2133
 FB2133  VERT ORDER  -  SECOND    CLASS 0
 FB2133
 FB2133.The horizontal coordinates were scaled from a topographic map and have
 FB2133.an estimated accuracy of +/- 6 seconds.
 FB2133
 FB2133.The orthometric height was determined by differential leveling
 FB2133.and adjusted by the National Geodetic Survey in June 1991..
 FB2133
 FB2133.The geoid height was determined by GEOID03.
 FB2133
 FB2133.The dynamic height is computed by dividing the NAVD 88
 FB2133.geopotential number by the normal gravity value computed on the
 FB2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2133.degrees latitude (g = 980.6199 gals.).
 FB2133
 FB2133.The modeled gravity was interpolated from observed gravity values.
 FB2133
 FB2133;                    North         East    Units  Estimated Accuracy
 FB2133;SPC TN       -   184,990.      814,420.      MT  (+/- 180 meters Scaled)
 FB2133
 FB2133                          SUPERSEDED SURVEY CONTROL
 FB2133
 FB2133  NGVD 29 (??/??/92)  287.654  (m)          943.74   (f) ADJ UNCH    2 0
 FB2133
 FB2133.Superseded values are not recommended for survey control.
 FB2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2133.See file dsdata.txt to determine how the superseded data were derived.
 FB2133
 FB2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV635846(NAD 83)
 FB2133_MARKER: DB = BENCH MARK DISK
 FB2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2133_STAMPING: E 237 1961
 FB2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2133+STABILITY: SURFACE MOTION
 FB2133
 FB2133  HISTORY     - Date     Condition        Report By
 FB2133  HISTORY     - 1961     MONUMENTED       CGS
 FB2133  HISTORY     - 1972     GOOD             TVA
 FB2133
 FB2133                          STATION DESCRIPTION
 FB2133
 FB2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2133'0.3 MI E FROM KODAK.
 FB2133'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2133'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2133'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 FB2133'OF KNOXVILLE), GO 0.3 MILE EAST ON THE PAVED ROAD.  THE BENCH
 FB2133'MARK IS 92 FT. EAST OF THE SOUTHEAST CORNER OF A BARN, 25 FT.
 FB2133'NORTH OF THE CENTER OF THE PAVED ROAD, 12 FT. SOUTHWEST OF A
 FB2133'LONE 24 INCH OAK TREE, 2 FT. WEST OF A POWER LINE POLE, AND
 FB2133'1.3 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FB2133'A CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT 2 FT. ABOVE
 FB2133'THE LEVEL OF THE ROAD.
 FB2133
 FB2133                          STATION RECOVERY (1972)
 FB2133
 FB2133'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0277 ***********************************************************************
 FC0277  DESIGNATION -  E 238
 FC0277  PID         -  FC0277
 FC0277  STATE/COUNTY-  TN/LOUDON
 FC0277  USGS QUAD   -  LOUDON (1984)
 FC0277
 FC0277                         *CURRENT SURVEY CONTROL
 FC0277  ___________________________________________________________________
 FC0277* NAD 83(1986)-  35 44 19.     (N)    084 21 23.     (W)     SCALED    
 FC0277* NAVD 88     -       265.404  (meters)     870.75   (feet)  ADJUSTED  
 FC0277  ___________________________________________________________________
 FC0277  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FC0277  DYNAMIC HT  -         265.150 (meters)     869.91  (feet)  COMP
 FC0277  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 FC0277
 FC0277  VERT ORDER  -  SECOND    CLASS 0
 FC0277
 FC0277.The horizontal coordinates were scaled from a topographic map and have
 FC0277.an estimated accuracy of +/- 6 seconds.
 FC0277
 FC0277.The orthometric height was determined by differential leveling
 FC0277.and adjusted by the National Geodetic Survey in June 1991..
 FC0277
 FC0277.The geoid height was determined by GEOID03.
 FC0277
 FC0277.The dynamic height is computed by dividing the NAVD 88
 FC0277.geopotential number by the normal gravity value computed on the
 FC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0277.degrees latitude (g = 980.6199 gals.).
 FC0277
 FC0277.The modeled gravity was interpolated from observed gravity values.
 FC0277
 FC0277;                    North         East    Units  Estimated Accuracy
 FC0277;SPC TN       -   157,160.      748,670.      MT  (+/- 180 meters Scaled)
 FC0277
 FC0277                          SUPERSEDED SURVEY CONTROL
 FC0277
 FC0277  NGVD 29 (??/??/92)  265.504  (m)          871.07   (f) ADJ UNCH    2 0
 FC0277
 FC0277.Superseded values are not recommended for survey control.
 FC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0277.See file dsdata.txt to determine how the superseded data were derived.
 FC0277
 FC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE390581(NAD 83)
 FC0277_MARKER: DB = BENCH MARK DISK
 FC0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0277_STAMPING: E 238 1961
 FC0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0277+STABILITY: SURFACE MOTION
 FC0277
 FC0277  HISTORY     - Date     Condition        Report By
 FC0277  HISTORY     - 1961     MONUMENTED       CGS
 FC0277
 FC0277                          STATION DESCRIPTION
 FC0277
 FC0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0277'1.4 MI W FROM LOUDON.
 FC0277'FROM THE SOUTHERN RAILWAY DEPOT IN LOUDON, GO 0.5 MILE WEST
 FC0277'ON THE SOUTHERN RAILROAD TO AN OVERPASS, THEN GO 0.9 MILE
 FC0277'NORTHWEST ON STATE HIGHWAY 72 TO A BRICK HOUSE ON THE LEFT.  THE
 FC0277'BENCH MARK IS ABOUT 0.1 MILE EAST OF A SHARP CURVE, 97 FT.
 FC0277'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 25 FT. SOUTH OF
 FC0277'THE CENTER OF STATE HIGHWAY 72, 12 FT. WEST OF THE CENTER OF A
 FC0277'PRIVATE DRIVE, 3 FT. SOUTHEAST OF A POWER LINE POLE WITH
 FC0277'TRANSFORMER, AND 3.3 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK
 FC0277'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS
 FC0277'ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2048 ***********************************************************************
 GA2048  DESIGNATION -  E 239
 GA2048  PID         -  GA2048
 GA2048  STATE/COUNTY-  TN/JEFFERSON
 GA2048  USGS QUAD   -  WHITE PINE (1961)
 GA2048
 GA2048                         *CURRENT SURVEY CONTROL
 GA2048  ___________________________________________________________________
 GA2048* NAD 83(1986)-  36 05 29.     (N)    083 21 20.     (W)     SCALED    
 GA2048* NAVD 88     -       376.860  (meters)    1236.41   (feet)  ADJUSTED  
 GA2048  ___________________________________________________________________
 GA2048  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA2048  DYNAMIC HT  -         376.509 (meters)    1235.26  (feet)  COMP
 GA2048  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA2048
 GA2048  VERT ORDER  -  SECOND    CLASS 0
 GA2048
 GA2048.The horizontal coordinates were scaled from a topographic map and have
 GA2048.an estimated accuracy of +/- 6 seconds.
 GA2048
 GA2048.The orthometric height was determined by differential leveling
 GA2048.and adjusted by the National Geodetic Survey in June 1991..
 GA2048
 GA2048.The geoid height was determined by GEOID03.
 GA2048
 GA2048.The dynamic height is computed by dividing the NAVD 88
 GA2048.geopotential number by the normal gravity value computed on the
 GA2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2048.degrees latitude (g = 980.6199 gals.).
 GA2048
 GA2048.The modeled gravity was interpolated from observed gravity values.
 GA2048
 GA2048;                    North         East    Units  Estimated Accuracy
 GA2048;SPC TN       -   198,270.      838,120.      MT  (+/- 180 meters Scaled)
 GA2048
 GA2048                          SUPERSEDED SURVEY CONTROL
 GA2048
 GA2048  NGVD 29 (??/??/92)  377.012  (m)         1236.91   (f) ADJ UNCH    2 0
 GA2048
 GA2048.Superseded values are not recommended for survey control.
 GA2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2048.See file dsdata.txt to determine how the superseded data were derived.
 GA2048
 GA2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV879966(NAD 83)
 GA2048_MARKER: DB = BENCH MARK DISK
 GA2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2048_STAMPING: E 239 1961
 GA2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2048+STABILITY: SURFACE MOTION
 GA2048
 GA2048  HISTORY     - Date     Condition        Report By
 GA2048  HISTORY     - 1961     MONUMENTED       CGS
 GA2048
 GA2048                          STATION DESCRIPTION
 GA2048
 GA2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2048'8.1 MI NE FROM DANDRIDGE.
 GA2048'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2048'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2048'3.5 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION OF
 GA2048'INTERSTATE 81, CONTINUE NORTHEAST ON INTERSTATE 81 FOR 2.4 MILES.
 GA2048'THE BENCH MARK IS NORTHWEST OF INTERSTATE 81, 76 FT. SOUTH OF
 GA2048'A 14-INCH LONE CEDAR TREE, 72 FT. NORTH OF THE NORTH GATE POST FOR
 GA2048'A ROAD LEADING TO A FIELD, 10 FT. EAST OF THE CENTER OF A DIM
 GA2048'TRACK ROAD, 0.6 FT. EAST OF A FENCE, AND 1.5 FT. SOUTH OF A
 GA2048'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2048'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0167 ***********************************************************************
 GD0167  DESIGNATION -  E 24
 GD0167  PID         -  GD0167
 GD0167  STATE/COUNTY-  TN/HENRY
 GD0167  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD0167
 GD0167                         *CURRENT SURVEY CONTROL
 GD0167  ___________________________________________________________________
 GD0167* NAD 83(1986)-  36 17 14.     (N)    088 08 51.     (W)     SCALED    
 GD0167* NAVD 88     -       110.684  (meters)     363.14   (feet)  ADJUSTED  
 GD0167  ___________________________________________________________________
 GD0167  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GD0167  DYNAMIC HT  -         110.594 (meters)     362.84  (feet)  COMP
 GD0167  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GD0167
 GD0167  VERT ORDER  -  SECOND    CLASS 0
 GD0167
 GD0167.The horizontal coordinates were scaled from a topographic map and have
 GD0167.an estimated accuracy of +/- 6 seconds.
 GD0167
 GD0167.The orthometric height was determined by differential leveling
 GD0167.and adjusted by the National Geodetic Survey in June 1991..
 GD0167
 GD0167.The geoid height was determined by GEOID03.
 GD0167
 GD0167.The dynamic height is computed by dividing the NAVD 88
 GD0167.geopotential number by the normal gravity value computed on the
 GD0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0167.degrees latitude (g = 980.6199 gals.).
 GD0167
 GD0167.The modeled gravity was interpolated from observed gravity values.
 GD0167
 GD0167;                    North         East    Units  Estimated Accuracy
 GD0167;SPC TN       -   218,900.      407,100.      MT  (+/- 180 meters Scaled)
 GD0167
 GD0167                          SUPERSEDED SURVEY CONTROL
 GD0167
 GD0167  NGVD 29 (??/??/??)  110.730  (m)          363.29   (f) ADJUSTED    2 0
 GD0167
 GD0167.Superseded values are not recommended for survey control.
 GD0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0167.See file dsdata.txt to determine how the superseded data were derived.
 GD0167
 GD0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF969164(NAD 83)
 GD0167_MARKER: DB = BENCH MARK DISK
 GD0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0167_STAMPING: 363.533 E 24 1934
 GD0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0167+STABILITY: SURFACE MOTION
 GD0167
 GD0167  HISTORY     - Date     Condition        Report By
 GD0167  HISTORY     - 1934     MONUMENTED       CGS
 GD0167  HISTORY     - 1952     GOOD             CGS
 GD0167  HISTORY     - 1971     GOOD             NGS
 GD0167
 GD0167                          STATION DESCRIPTION
 GD0167
 GD0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0167'AT SPRINGVILLE.
 GD0167'AT SPRINGVILLE, HENRY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GD0167'RAILROAD, EAST OF THE STATION, AT A ROAD CROSSING, 36 YARDS
 GD0167'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 12 YARDS NORTHEAST
 GD0167'OF THE CENTERLINE OF THE MAIN TRACK.  0.1 MILES WEST OF STORE
 GD0167'BUILDING, ON MOUND OF DIRT IN YOUNG PINE TREES, 35 FEET NORTHEAST
 GD0167'OF OLD RAILROAD, THE MOUND OF DIRT IS ABOUT 10 FEET HIGHER
 GD0167'THAN BOTTOM OF BORROW PIT AREA.  1 FOOT NORTH OF STEEL POST WITH
 GD0167'CONTROL MARKER SIGN.  A STANDARD DISK, STAMPED 363.533 E 24
 GD0167'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0167
 GD0167                          STATION RECOVERY (1971)
 GD0167
 GD0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1387 ***********************************************************************
 FB1387  DESIGNATION -  E 241
 FB1387  PID         -  FB1387
 FB1387  STATE/COUNTY-  TN/COCKE
 FB1387  USGS QUAD   -  NEWPORT (1992)
 FB1387
 FB1387                         *CURRENT SURVEY CONTROL
 FB1387  ___________________________________________________________________
 FB1387* NAD 83(1986)-  35 58 07.     (N)    083 14 17.     (W)     SCALED    
 FB1387* NAVD 88     -       351.533  (meters)    1153.32   (feet)  ADJUSTED  
 FB1387  ___________________________________________________________________
 FB1387  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FB1387  DYNAMIC HT  -         351.202 (meters)    1152.24  (feet)  COMP
 FB1387  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 FB1387
 FB1387  VERT ORDER  -  SECOND    CLASS 0
 FB1387
 FB1387.The horizontal coordinates were scaled from a topographic map and have
 FB1387.an estimated accuracy of +/- 6 seconds.
 FB1387
 FB1387.The orthometric height was determined by differential leveling
 FB1387.and adjusted by the National Geodetic Survey in June 1991..
 FB1387
 FB1387.The geoid height was determined by GEOID03.
 FB1387
 FB1387.The dynamic height is computed by dividing the NAVD 88
 FB1387.geopotential number by the normal gravity value computed on the
 FB1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1387.degrees latitude (g = 980.6199 gals.).
 FB1387
 FB1387.The modeled gravity was interpolated from observed gravity values.
 FB1387
 FB1387;                    North         East    Units  Estimated Accuracy
 FB1387;SPC TN       -   184,950.      849,080.      MT  (+/- 180 meters Scaled)
 FB1387
 FB1387                          SUPERSEDED SURVEY CONTROL
 FB1387
 FB1387  NGVD 29 (??/??/92)  351.697  (m)         1153.86   (f) ADJ UNCH    2 0
 FB1387
 FB1387.Superseded values are not recommended for survey control.
 FB1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1387.See file dsdata.txt to determine how the superseded data were derived.
 FB1387
 FB1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV981827(NAD 83)
 FB1387_MARKER: DB = BENCH MARK DISK
 FB1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1387_STAMPING: E 241 1961
 FB1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1387+STABILITY: SURFACE MOTION
 FB1387
 FB1387  HISTORY     - Date     Condition        Report By
 FB1387  HISTORY     - 1961     MONUMENTED       CGS
 FB1387
 FB1387                          STATION DESCRIPTION
 FB1387
 FB1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1387'3.8 MI W FROM NEWPORT.
 FB1387'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES
 FB1387'OVER U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 1.0
 FB1387'MILE EAST ON U.S. HIGHWAY 70 TO A SINCLAIR SERVICE STATION ON
 FB1387'THE RIGHT AND A T JUNCTION, THEN GO 0.3 MILE SOUTH ON A PAVED ROAD
 FB1387'TO A PRIVATE DRIVE.  THE BENCH MARK IS 26 FT. SOUTHWEST OF THE
 FB1387'CENTER OF THE PAVED ROAD, 25 FT. SOUTHEAST OF THE CENTER OF THE
 FB1387'PRIVATE DRIVE LEADING TO A STONE HOUSE, 1.1 FT. NORTHEAST OF
 FB1387'A FENCE, AND 1.9 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS
 FB1387'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT
 FB1387'LEVEL WITH THE ROAD.  NOTE-- TO REACH BENCH MARK V 238 FROM HERE,
 FB1387'GO 0.7 MILE SOUTH ON THE PAVED ROAD TO A Y JUNCTION, THEN GO
 FB1387'0.9 MILE EAST ON A GRAVELED AND PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0336 ***********************************************************************
 GA0336  DESIGNATION -  E 242
 GA0336  PID         -  GA0336
 GA0336  STATE/COUNTY-  TN/SULLIVAN
 GA0336  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0336
 GA0336                         *CURRENT SURVEY CONTROL
 GA0336  ___________________________________________________________________
 GA0336* NAD 83(1986)-  36 32 09.     (N)    082 20 52.     (W)     SCALED    
 GA0336* NAVD 88     -       499.742  (meters)    1639.57   (feet)  ADJUSTED  
 GA0336  ___________________________________________________________________
 GA0336  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0336  DYNAMIC HT  -         499.281 (meters)    1638.06  (feet)  COMP
 GA0336  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA0336
 GA0336  VERT ORDER  -  SECOND    CLASS 0
 GA0336
 GA0336.The horizontal coordinates were scaled from a topographic map and have
 GA0336.an estimated accuracy of +/- 6 seconds.
 GA0336
 GA0336.The orthometric height was determined by differential leveling
 GA0336.and adjusted by the National Geodetic Survey in June 1991..
 GA0336
 GA0336.The geoid height was determined by GEOID03.
 GA0336
 GA0336.The dynamic height is computed by dividing the NAVD 88
 GA0336.geopotential number by the normal gravity value computed on the
 GA0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0336.degrees latitude (g = 980.6199 gals.).
 GA0336
 GA0336.The modeled gravity was interpolated from observed gravity values.
 GA0336
 GA0336;                    North         East    Units  Estimated Accuracy
 GA0336;SPC TN       -   250,470.      926,990.      MT  (+/- 180 meters Scaled)
 GA0336
 GA0336                          SUPERSEDED SURVEY CONTROL
 GA0336
 GA0336  NGVD 29 (??/??/92)  499.883  (m)         1640.03   (f) ADJ UNCH    2 0
 GA0336
 GA0336.Superseded values are not recommended for survey control.
 GA0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0336.See file dsdata.txt to determine how the superseded data were derived.
 GA0336
 GA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA793442(NAD 83)
 GA0336_MARKER: DB = BENCH MARK DISK
 GA0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0336_SP_SET: CULVERT
 GA0336_STAMPING: E 242 1961
 GA0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0336
 GA0336  HISTORY     - Date     Condition        Report By
 GA0336  HISTORY     - 1961     MONUMENTED       CGS
 GA0336
 GA0336                          STATION DESCRIPTION
 GA0336
 GA0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0336'1.6 MI W FROM BLOUNTVILLE.
 GA0336'FROM THE POST OFFICE IN BLOUNTVILLE, GO 1.55 MILE WEST ON
 GA0336'U.S. HIGHWAY 11W TO A CONCRETE CULVERT AT A T JUNCTION.  THE
 GA0336'BENCH MARK IS 13.8 FT. SOUTH OF THE CENTER OF U.S. HIGHWAY
 GA0336'11W.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE
 GA0336'OF THE SOUTH CONCRETE HEADWALL OF THE CULVERT UNDER U.S.
 GA0336'HIGHWAY 11W, AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0615 ***********************************************************************
 FC0615  DESIGNATION -  E 243
 FC0615  PID         -  FC0615
 FC0615  STATE/COUNTY-  TN/BRADLEY
 FC0615  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0615
 FC0615                         *CURRENT SURVEY CONTROL
 FC0615  ___________________________________________________________________
 FC0615* NAD 83(1986)-  35 10 06.     (N)    084 53 46.     (W)     SCALED    
 FC0615* NAVD 88     -       237.015  (meters)     777.61   (feet)  ADJUSTED  
 FC0615  ___________________________________________________________________
 FC0615  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0615  DYNAMIC HT  -         236.781 (meters)     776.84  (feet)  COMP
 FC0615  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 FC0615
 FC0615  VERT ORDER  -  FIRST     CLASS II
 FC0615
 FC0615.The horizontal coordinates were scaled from a topographic map and have
 FC0615.an estimated accuracy of +/- 6 seconds.
 FC0615
 FC0615.The orthometric height was determined by differential leveling
 FC0615.and adjusted by the National Geodetic Survey in June 1991..
 FC0615
 FC0615.The geoid height was determined by GEOID03.
 FC0615
 FC0615.The dynamic height is computed by dividing the NAVD 88
 FC0615.geopotential number by the normal gravity value computed on the
 FC0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0615.degrees latitude (g = 980.6199 gals.).
 FC0615
 FC0615.The modeled gravity was interpolated from observed gravity values.
 FC0615
 FC0615;                    North         East    Units  Estimated Accuracy
 FC0615;SPC TN       -    93,210.      700,570.      MT  (+/- 180 meters Scaled)
 FC0615
 FC0615                          SUPERSEDED SURVEY CONTROL
 FC0615
 FC0615  NGVD 29 (??/??/92)  237.033  (m)          777.67   (f) ADJ UNCH    1 2
 FC0615
 FC0615.Superseded values are not recommended for survey control.
 FC0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0615.See file dsdata.txt to determine how the superseded data were derived.
 FC0615
 FC0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD916937(NAD 83)
 FC0615_MARKER: DB = BENCH MARK DISK
 FC0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0615_SP_SET: BRIDGE
 FC0615_STAMPING: E 243 1961
 FC0615_MARK LOGO: CGS   
 FC0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0615
 FC0615  HISTORY     - Date     Condition        Report By
 FC0615  HISTORY     - 1961     MONUMENTED       CGS
 FC0615  HISTORY     - 1983     GOOD             NGS
 FC0615
 FC0615                          STATION DESCRIPTION
 FC0615
 FC0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0615'1.4 MI W FROM CLEVELAND.
 FC0615'FROM THE COURT HOUSE IN CLEVELAND GO WEST ON STATE HIGHWAY 60
 FC0615'FOR 0.75 MILES TO THE JUNCTION OF GEORGETOWN PIKE AND HARRISON
 FC0615'PIKE, GO WEST ON HARRISON PIKE 0.65 MILES TO BRIDGE OVER BEECH
 FC0615'SPRINGS BRANCH, MARK IS SET IN WEST END OF BRIDGE, 14 FEET SOUTH
 FC0615'OF CENTER LINE OF ROAD, 1.3 FEET SOUTH OF WEST END OF BRIDGE.
 FC0615'A STANDARD DISK ABOUT LEVEL WITH THE ROAD.
 FC0615
 FC0615                          STATION RECOVERY (1983)
 FC0615
 FC0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0574 ***********************************************************************
 FC0574  DESIGNATION -  E 244
 FC0574  PID         -  FC0574
 FC0574  STATE/COUNTY-  TN/MCMINN
 FC0574  USGS QUAD   -  CHARLESTON (1980)
 FC0574
 FC0574                         *CURRENT SURVEY CONTROL
 FC0574  ___________________________________________________________________
 FC0574* NAD 83(1986)-  35 19 26.     (N)    084 45 49.     (W)     SCALED    
 FC0574* NAVD 88     -       221.632  (meters)     727.14   (feet)  ADJUSTED  
 FC0574  ___________________________________________________________________
 FC0574  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0574  DYNAMIC HT  -         221.415 (meters)     726.43  (feet)  COMP
 FC0574  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0574
 FC0574  VERT ORDER  -  SECOND    CLASS 0
 FC0574
 FC0574.The horizontal coordinates were scaled from a topographic map and have
 FC0574.an estimated accuracy of +/- 6 seconds.
 FC0574
 FC0574.The orthometric height was determined by differential leveling
 FC0574.and adjusted by the National Geodetic Survey in June 1991..
 FC0574
 FC0574.The geoid height was determined by GEOID03.
 FC0574
 FC0574.The dynamic height is computed by dividing the NAVD 88
 FC0574.geopotential number by the normal gravity value computed on the
 FC0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0574.degrees latitude (g = 980.6199 gals.).
 FC0574
 FC0574.The modeled gravity was interpolated from observed gravity values.
 FC0574
 FC0574;                    North         East    Units  Estimated Accuracy
 FC0574;SPC TN       -   110,610.      712,420.      MT  (+/- 180 meters Scaled)
 FC0574
 FC0574                          SUPERSEDED SURVEY CONTROL
 FC0574
 FC0574  NGVD 29 (??/??/92)  221.692  (m)          727.33   (f) ADJ UNCH    2 0
 FC0574
 FC0574.Superseded values are not recommended for survey control.
 FC0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0574.See file dsdata.txt to determine how the superseded data were derived.
 FC0574
 FC0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE032112(NAD 83)
 FC0574_MARKER: DB = BENCH MARK DISK
 FC0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0574_STAMPING: E 244 1961
 FC0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0574+STABILITY: SURFACE MOTION
 FC0574
 FC0574  HISTORY     - Date     Condition        Report By
 FC0574  HISTORY     - 1961     MONUMENTED       CGS
 FC0574
 FC0574                          STATION DESCRIPTION
 FC0574
 FC0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0574'3.3 MI N FROM CALHOUN.
 FC0574'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0574'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST
 FC0574'FOR 1.0 MILE ON U.S. HIGHWAY 11 TO A SIDE ROAD LEFT, TURN
 FC0574'LEFT AND GO 1.3 MILES NORTHWEST OT A Y JUNCTION, TAKE GRAVEL
 FC0574'ROAD RIGHT, GO RIGHT FOR 1.0 MILE TO A S CURVE AND THE MARK
 FC0574'ON THE LEFT, ABOUT 85 FEET NORTH OF THE NORTH CORNER OF A LARGE
 FC0574'TIN ROOF BARN, 54 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 FC0574'STONE SPRING-HOUSE, 14 FEET SOUTHWEST OF THE CENTER OF THE ROAD,
 FC0574'2.0 FEET NORTHWEST OF A WITNESS SIGN, 0.8 FEET SOUTHWEST OF FENCE,
 FC0574'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FC0574'AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1238 ***********************************************************************
 FC1238  DESIGNATION -  E 245
 FC1238  PID         -  FC1238
 FC1238  STATE/COUNTY-  TN/HAMILTON
 FC1238  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1238
 FC1238                         *CURRENT SURVEY CONTROL
 FC1238  ___________________________________________________________________
 FC1238* NAD 83(1986)-  35 03 35.     (N)    085 07 50.     (W)     SCALED    
 FC1238* NAVD 88     -       242.350  (meters)     795.11   (feet)  ADJUSTED  
 FC1238  ___________________________________________________________________
 FC1238  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC1238  DYNAMIC HT  -         242.108 (meters)     794.32  (feet)  COMP
 FC1238  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 FC1238
 FC1238  VERT ORDER  -  FIRST     CLASS II
 FC1238
 FC1238.The horizontal coordinates were scaled from a topographic map and have
 FC1238.an estimated accuracy of +/- 6 seconds.
 FC1238
 FC1238.The orthometric height was determined by differential leveling
 FC1238.and adjusted by the National Geodetic Survey in June 1991..
 FC1238
 FC1238.The geoid height was determined by GEOID03.
 FC1238
 FC1238.The dynamic height is computed by dividing the NAVD 88
 FC1238.geopotential number by the normal gravity value computed on the
 FC1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1238.degrees latitude (g = 980.6199 gals.).
 FC1238
 FC1238.The modeled gravity was interpolated from observed gravity values.
 FC1238
 FC1238;                    North         East    Units  Estimated Accuracy
 FC1238;SPC TN       -    80,950.      679,310.      MT  (+/- 180 meters Scaled)
 FC1238
 FC1238                          SUPERSEDED SURVEY CONTROL
 FC1238
 FC1238  NGVD 29 (??/??/92)  242.372  (m)          795.18   (f) ADJ UNCH    1 2
 FC1238
 FC1238.Superseded values are not recommended for survey control.
 FC1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1238.See file dsdata.txt to determine how the superseded data were derived.
 FC1238
 FC1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD704812(NAD 83)
 FC1238_MARKER: DB = BENCH MARK DISK
 FC1238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1238_SP_SET: BRIDGE
 FC1238_STAMPING: E 245 1961
 FC1238_MARK LOGO: CGS   
 FC1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1238
 FC1238  HISTORY     - Date     Condition        Report By
 FC1238  HISTORY     - 1961     MONUMENTED       CGS
 FC1238  HISTORY     - 1962     GOOD             NGS
 FC1238  HISTORY     - 1972     GOOD             TVA
 FC1238  HISTORY     - 1983     GOOD             NGS
 FC1238  HISTORY     - 1989     GOOD             USPSQD
 FC1238
 FC1238                          STATION DESCRIPTION
 FC1238
 FC1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1238'0.2 MI SE FROM SILVERDALE.
 FC1238'FROM THE JUNCTION OF STATE HIGHWAY 2A AND U.S. HIGHWAY 11 IN THE
 FC1238'NORTHEAST PART OF SILVERDALE GO SOUTHEAST ON STATE HIGHWAY 2A FOR
 FC1238'0.2 MILE TO THE INTERSTATE HIGHWAY AND THE MARK SET IN A DRILLED
 FC1238'HOLE IN THE EAST END OF THE NORTH SIDEWALK OF A BRIDGE ON THE
 FC1238'EAST BOUND LANE OF THE INTERSTATE HIGHWAY, 25 FEET NORTH OF THE
 FC1238'CENTER OF THE EAST BOUND LANE, 2.4 FEET WEST OF THE EAST END
 FC1238'OF THE SIDEWALK AND 1.3 FEET SOUTH OF THE GUARD RAIL AND ABOUT 0.8
 FC1238'FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.  A STANDARD DISK.
 FC1238
 FC1238                          STATION RECOVERY (1972)
 FC1238
 FC1238'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1238'RECOVERED IN GOOD CONDITION.
 FC1238
 FC1238                          STATION RECOVERY (1983)
 FC1238
 FC1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1238'RECOVERED IN GOOD CONDITION.
 FC1238
 FC1238                          STATION RECOVERY (1989)
 FC1238
 FC1238'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1368 ***********************************************************************
 FC1368  DESIGNATION -  E 246
 FC1368  PID         -  FC1368
 FC1368  STATE/COUNTY-  TN/MARION
 FC1368  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1368
 FC1368                         *CURRENT SURVEY CONTROL
 FC1368  ___________________________________________________________________
 FC1368* NAD 83(1986)-  35 02 46.     (N)    085 39 21.     (W)     SCALED    
 FC1368* NAVD 88     -       187.361  (meters)     614.70   (feet)  ADJUSTED  
 FC1368  ___________________________________________________________________
 FC1368  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1368  DYNAMIC HT  -         187.178 (meters)     614.10  (feet)  COMP
 FC1368  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC1368
 FC1368  VERT ORDER  -  SECOND    CLASS 0
 FC1368
 FC1368.The horizontal coordinates were scaled from a topographic map and have
 FC1368.an estimated accuracy of +/- 6 seconds.
 FC1368
 FC1368.The orthometric height was determined by differential leveling
 FC1368.and adjusted by the National Geodetic Survey in June 1991..
 FC1368
 FC1368.The geoid height was determined by GEOID03.
 FC1368
 FC1368.The dynamic height is computed by dividing the NAVD 88
 FC1368.geopotential number by the normal gravity value computed on the
 FC1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1368.degrees latitude (g = 980.6199 gals.).
 FC1368
 FC1368.The modeled gravity was interpolated from observed gravity values.
 FC1368
 FC1368;                    North         East    Units  Estimated Accuracy
 FC1368;SPC TN       -    79,140.      631,400.      MT  (+/- 180 meters Scaled)
 FC1368
 FC1368                          SUPERSEDED SURVEY CONTROL
 FC1368
 FC1368  NGVD 29 (??/??/92)  187.369  (m)          614.73   (f) ADJ UNCH    2 0
 FC1368
 FC1368.Superseded values are not recommended for survey control.
 FC1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1368.See file dsdata.txt to determine how the superseded data were derived.
 FC1368
 FC1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD225789(NAD 83)
 FC1368_MARKER: DB = BENCH MARK DISK
 FC1368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1368_SP_SET: CULVERT
 FC1368_STAMPING: E 246 1962
 FC1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1368
 FC1368  HISTORY     - Date     Condition        Report By
 FC1368  HISTORY     - 1962     MONUMENTED       CGS
 FC1368
 FC1368                          STATION DESCRIPTION
 FC1368
 FC1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1368'3 MI SW FROM JASPER.
 FC1368'TO REACH THE MARK FROM THE RAILROAD STATION IN JASPER GO SOUTHWEST
 FC1368'ON THE NASHVILLE, CHATTANOOGA, AND ST. LOUIS RAILWAY FOR 3.0
 FC1368'MILES TO THE MARK SET IN THE SOUTHWEST CORNER OF A 30 INCH PIPE
 FC1368'CULVERT, 72.0 FEET SOUTHWEST OF POLE NUMBER 9.4, 510 FEET
 FC1368'NORTHEAST OF MILEPOST NUMBER 9 AND 11 FEET SOUTH OF THE SOUTH
 FC1368'RAIL.  A STANDARD DISK DRILLED IN A 30 INCH PIPE CULVERT AND
 FC1368'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1806 ***********************************************************************
 GA1806  DESIGNATION -  E 247
 GA1806  PID         -  GA1806
 GA1806  STATE/COUNTY-  TN/HAMBLEN
 GA1806  USGS QUAD   -  TALBOTT (1980)
 GA1806
 GA1806                         *CURRENT SURVEY CONTROL
 GA1806  ___________________________________________________________________
 GA1806* NAD 83(1986)-  36 10 48.     (N)    083 22 37.     (W)     SCALED    
 GA1806* NAVD 88     -       391.460  (meters)    1284.32   (feet)  ADJUSTED  
 GA1806  ___________________________________________________________________
 GA1806  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1806  DYNAMIC HT  -         391.100 (meters)    1283.13  (feet)  COMP
 GA1806  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 GA1806
 GA1806  VERT ORDER  -  FIRST     CLASS I
 GA1806
 GA1806.This mark is at Moore-Murrell Airport (MOR)
 GA1806
 GA1806.The horizontal coordinates were scaled from a topographic map and have
 GA1806.an estimated accuracy of +/- 6 seconds.
 GA1806
 GA1806.The orthometric height was determined by differential leveling
 GA1806.and adjusted by the National Geodetic Survey in June 1991..
 GA1806
 GA1806.The geoid height was determined by GEOID03.
 GA1806
 GA1806.The dynamic height is computed by dividing the NAVD 88
 GA1806.geopotential number by the normal gravity value computed on the
 GA1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1806.degrees latitude (g = 980.6199 gals.).
 GA1806
 GA1806.The modeled gravity was interpolated from observed gravity values.
 GA1806
 GA1806;                    North         East    Units  Estimated Accuracy
 GA1806;SPC TN       -   208,050.      835,930.      MT  (+/- 180 meters Scaled)
 GA1806
 GA1806                          SUPERSEDED SURVEY CONTROL
 GA1806
 GA1806  NGVD 29 (??/??/92)  391.587  (m)         1284.73   (f) ADJ UNCH    1 1
 GA1806
 GA1806.Superseded values are not recommended for survey control.
 GA1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1806.See file dsdata.txt to determine how the superseded data were derived.
 GA1806
 GA1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA862065(NAD 83)
 GA1806_MARKER: DB = BENCH MARK DISK
 GA1806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1806_SP_SET: WINDSOCK BASE
 GA1806_STAMPING: E 247 1967
 GA1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1806
 GA1806  HISTORY     - Date     Condition        Report By
 GA1806  HISTORY     - 1967     MONUMENTED       CGS
 GA1806
 GA1806                          STATION DESCRIPTION
 GA1806
 GA1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1806'5.2 MI SW FROM MORRISTOWN.
 GA1806'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1806'AT MORRISTOWN, THENCE 0.5 MILE SOUTHWEST ALONG A BLACK TOPPED
 GA1806'ROAD, AT THE MORRISTOWN MUNICIPAL AIRPORT, ABOUT 85 YARDS EAST OF
 GA1806'THE EAST CORNER OF THE ADMINISTRATION BUILDING, ABOUT 75 YARDS
 GA1806'SOUTHEAST OF THE BEACON LIGHT, SET ON THE TOP OF THE EAST CORNER
 GA1806'OF THE CONCRETE BASE SUPPORTING THE WINDSOCK, 72 FEET SOUTHEAST OF
 GA1806'THE SOUTHEAST EDGE OF THE BLACK TOP AREA AT THE SOUTHEAST END OF
 GA1806'PARKING AREA AND 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2214 ***********************************************************************
 GA2214  DESIGNATION -  E 248
 GA2214  PID         -  GA2214
 GA2214  STATE/COUNTY-  TN/KNOX
 GA2214  USGS QUAD   -  MASCOT (1987)
 GA2214
 GA2214                         *CURRENT SURVEY CONTROL
 GA2214  ___________________________________________________________________
 GA2214* NAD 83(1986)-  36 03 47.     (N)    083 42 19.     (W)     SCALED    
 GA2214* NAVD 88     -       277.361  (meters)     909.98   (feet)  ADJUSTED  
 GA2214  ___________________________________________________________________
 GA2214  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2214  DYNAMIC HT  -         277.106 (meters)     909.14  (feet)  COMP
 GA2214  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 GA2214
 GA2214  VERT ORDER  -  FIRST     CLASS I
 GA2214
 GA2214.The horizontal coordinates were scaled from a topographic map and have
 GA2214.an estimated accuracy of +/- 6 seconds.
 GA2214
 GA2214.The orthometric height was determined by differential leveling
 GA2214.and adjusted by the National Geodetic Survey in June 1991..
 GA2214
 GA2214.The geoid height was determined by GEOID03.
 GA2214
 GA2214.The dynamic height is computed by dividing the NAVD 88
 GA2214.geopotential number by the normal gravity value computed on the
 GA2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2214.degrees latitude (g = 980.6199 gals.).
 GA2214
 GA2214.The modeled gravity was interpolated from observed gravity values.
 GA2214
 GA2214;                    North         East    Units  Estimated Accuracy
 GA2214;SPC TN       -   194,340.      806,710.      MT  (+/- 180 meters Scaled)
 GA2214
 GA2214                          SUPERSEDED SURVEY CONTROL
 GA2214
 GA2214  NGVD 29 (??/??/92)  277.489  (m)          910.40   (f) ADJ UNCH    1 1
 GA2214
 GA2214.Superseded values are not recommended for survey control.
 GA2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2214.See file dsdata.txt to determine how the superseded data were derived.
 GA2214
 GA2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV563943(NAD 83)
 GA2214_MARKER: DB = BENCH MARK DISK
 GA2214_SETTING: 66 = SET IN ROCK OUTCROP
 GA2214_SP_SET: ROCK OUTCROP
 GA2214_STAMPING: E 248 1967
 GA2214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2214+STABILITY: POSITION/ELEVATION WELL
 GA2214
 GA2214  HISTORY     - Date     Condition        Report By
 GA2214  HISTORY     - 1967     MONUMENTED       CGS
 GA2214
 GA2214                          STATION DESCRIPTION
 GA2214
 GA2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2214'1.8 MI E FROM MASCOT.
 GA2214'ABOUT 1.8 MILES EAST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2214'CHURCH AT MASCOT, ABOUT 0.2 MILE NORTHWEST OF THE SOUTHERN RAILWAY
 GA2214'OVERPASS OVER THE ROAD, ON THE OUTSIDE AND NEAR THE WEST END OF A
 GA2214'CURVE, NEAR THE WEST END OF A CUT, SET ON THE TOP OF AN OUTCROP
 GA2214'OF ROCK WHICH IS 2 FEET WIDE AND PROJECT 1/2 FOOT ABOVE THE LEVEL
 GA2214'OF THE GROUND, 50 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GA2214'64 1/2 FEET SOUTHEAST OF THE SOUTHEAST END OF A 5-FOOT PIPE CULVERT
 GA2214'UNDER A BLACK TOPPED ROAD LEADING TO THE AMERICAN ZINC COMPANY,
 GA2214'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1930 ***********************************************************************
 FB1930  DESIGNATION -  E 249
 FB1930  PID         -  FB1930
 FB1930  STATE/COUNTY-  TN/KNOX
 FB1930  USGS QUAD   -  KNOXVILLE (1978)
 FB1930
 FB1930                         *CURRENT SURVEY CONTROL
 FB1930  ___________________________________________________________________
 FB1930* NAD 83(1986)-  35 59 31.     (N)    083 57 03.     (W)     SCALED    
 FB1930* NAVD 88     -       294.337  (meters)     965.67   (feet)  ADJUSTED  
 FB1930  ___________________________________________________________________
 FB1930  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1930  DYNAMIC HT  -         294.064 (meters)     964.77  (feet)  COMP
 FB1930  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FB1930
 FB1930  VERT ORDER  -  FIRST     CLASS I
 FB1930
 FB1930.The horizontal coordinates were scaled from a topographic map and have
 FB1930.an estimated accuracy of +/- 6 seconds.
 FB1930
 FB1930.The orthometric height was determined by differential leveling
 FB1930.and adjusted by the National Geodetic Survey in June 1991..
 FB1930
 FB1930.The geoid height was determined by GEOID03.
 FB1930
 FB1930.The dynamic height is computed by dividing the NAVD 88
 FB1930.geopotential number by the normal gravity value computed on the
 FB1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1930.degrees latitude (g = 980.6199 gals.).
 FB1930
 FB1930.The modeled gravity was interpolated from observed gravity values.
 FB1930
 FB1930;                    North         East    Units  Estimated Accuracy
 FB1930;SPC TN       -   185,960.      784,760.      MT  (+/- 180 meters Scaled)
 FB1930
 FB1930                          SUPERSEDED SURVEY CONTROL
 FB1930
 FB1930  NGVD 29 (??/??/92)  294.463  (m)          966.08   (f) ADJ UNCH    1 1
 FB1930
 FB1930.Superseded values are not recommended for survey control.
 FB1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1930.See file dsdata.txt to determine how the superseded data were derived.
 FB1930
 FB1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339870(NAD 83)
 FB1930_MARKER: DB = BENCH MARK DISK
 FB1930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1930_SP_SET: OVERPASS
 FB1930_STAMPING: E 249 1967
 FB1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1930
 FB1930  HISTORY     - Date     Condition        Report By
 FB1930  HISTORY     - 1967     MONUMENTED       CGS
 FB1930
 FB1930                          STATION DESCRIPTION
 FB1930
 FB1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1930'AT KNOXVILLE.
 FB1930'AT KNOXVILLE, ABOUT 2.5 MILES NORTHWEST ALONG THE SOUTHERN
 FB1930'RAILWAY FROM THE STATION, THENCE 0.1 MILE SOUTHWEST ALONG
 FB1930'HEISKELL AVENUE, SET IN THE TOP OF THE CONCRETE WING WALL AT THE
 FB1930'EAST CORNER OF THE HEISKELL AVENUE OVERPASS OVER INTERSTATE HIGHWAY
 FB1930'75, 6 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE AND 2
 FB1930'FEET ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1675 ***********************************************************************
 GC1675  DESIGNATION -  E 25
 GC1675  PID         -  GC1675
 GC1675  STATE/COUNTY-  TN/MONTGOMERY
 GC1675  USGS QUAD   -  NEEDMORE (1983)
 GC1675
 GC1675                         *CURRENT SURVEY CONTROL
 GC1675  ___________________________________________________________________
 GC1675* NAD 83(1986)-  36 27 03.     (N)    087 30 45.     (W)     SCALED    
 GC1675* NAVD 88     -       117.040  (meters)     383.99   (feet)  ADJUSTED  
 GC1675  ___________________________________________________________________
 GC1675  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1675  DYNAMIC HT  -         116.942 (meters)     383.67  (feet)  COMP
 GC1675  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 GC1675
 GC1675  VERT ORDER  -  SECOND    CLASS 0
 GC1675
 GC1675.The horizontal coordinates were scaled from a topographic map and have
 GC1675.an estimated accuracy of +/- 6 seconds.
 GC1675
 GC1675.The orthometric height was determined by differential leveling
 GC1675.and adjusted by the National Geodetic Survey in June 1991..
 GC1675
 GC1675.The geoid height was determined by GEOID03.
 GC1675
 GC1675.The dynamic height is computed by dividing the NAVD 88
 GC1675.geopotential number by the normal gravity value computed on the
 GC1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1675.degrees latitude (g = 980.6199 gals.).
 GC1675
 GC1675.The modeled gravity was interpolated from observed gravity values.
 GC1675
 GC1675;                    North         East    Units  Estimated Accuracy
 GC1675;SPC TN       -   235,990.      464,410.      MT  (+/- 180 meters Scaled)
 GC1675
 GC1675                          SUPERSEDED SURVEY CONTROL
 GC1675
 GC1675  NGVD 29 (??/??/92)  117.096  (m)          384.17   (f) ADJ UNCH    2 0
 GC1675
 GC1675.Superseded values are not recommended for survey control.
 GC1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1675.See file dsdata.txt to determine how the superseded data were derived.
 GC1675
 GC1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF540340(NAD 83)
 GC1675_MARKER: DB = BENCH MARK DISK
 GC1675_SETTING: 66 = SET IN ROCK OUTCROP
 GC1675_SP_SET: ROCK LEDGE
 GC1675_STAMPING: E 25 1934
 GC1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1675+STABILITY: POSITION/ELEVATION WELL
 GC1675
 GC1675  HISTORY     - Date     Condition        Report By
 GC1675  HISTORY     - 1934     MONUMENTED       CGS
 GC1675
 GC1675                          STATION DESCRIPTION
 GC1675
 GC1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1675'AT CORBANDALE.
 GC1675'AT CORBANDALE, MONTGOMERY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1675'RAILROAD, 45 YARDS EAST OF THE EAST FACE OF THE STATION, 0.4 MILE
 GC1675'EAST OF MILEPOST 191, 10 YARDS EAST OF A SIDING, 3 YARDS SOUTH
 GC1675'OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A ROCK LEDGE.  A
 GC1675'STANDARD DISK, STAMPED E 25 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0860 ***********************************************************************
 GB0860  DESIGNATION -  E 250
 GB0860  PID         -  GB0860
 GB0860  STATE/COUNTY-  TN/MORGAN
 GB0860  USGS QUAD   -  LANCING (1984)
 GB0860
 GB0860                         *CURRENT SURVEY CONTROL
 GB0860  ___________________________________________________________________
 GB0860* NAD 83(1986)-  36 04 02.     (N)    084 39 10.     (W)     SCALED    
 GB0860* NAVD 88     -       278.218  (meters)     912.79   (feet)  ADJUSTED  
 GB0860  ___________________________________________________________________
 GB0860  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB0860  DYNAMIC HT  -         277.968 (meters)     911.97  (feet)  COMP
 GB0860  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GB0860
 GB0860  VERT ORDER  -  FIRST     CLASS I
 GB0860
 GB0860.The horizontal coordinates were scaled from a topographic map and have
 GB0860.an estimated accuracy of +/- 6 seconds.
 GB0860
 GB0860.The orthometric height was determined by differential leveling
 GB0860.and adjusted by the National Geodetic Survey in June 1991..
 GB0860
 GB0860.The geoid height was determined by GEOID03.
 GB0860
 GB0860.The dynamic height is computed by dividing the NAVD 88
 GB0860.geopotential number by the normal gravity value computed on the
 GB0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0860.degrees latitude (g = 980.6199 gals.).
 GB0860
 GB0860.The modeled gravity was interpolated from observed gravity values.
 GB0860
 GB0860;                    North         East    Units  Estimated Accuracy
 GB0860;SPC TN       -   193,210.      721,360.      MT  (+/- 180 meters Scaled)
 GB0860
 GB0860                          SUPERSEDED SURVEY CONTROL
 GB0860
 GB0860  NGVD 29 (??/??/92)  278.335  (m)          913.17   (f) ADJ UNCH    1 1
 GB0860
 GB0860.Superseded values are not recommended for survey control.
 GB0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0860.See file dsdata.txt to determine how the superseded data were derived.
 GB0860
 GB0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE113939(NAD 83)
 GB0860_MARKER: DB = BENCH MARK DISK
 GB0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0860_SP_SET: TUNNEL AIR DUCT
 GB0860_STAMPING: E 250 1968
 GB0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0860
 GB0860  HISTORY     - Date     Condition        Report By
 GB0860  HISTORY     - 1968     MONUMENTED       CGS
 GB0860
 GB0860                          STATION DESCRIPTION
 GB0860
 GB0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0860'4.8 MI S FROM LANCING.
 GB0860'ABOUT 4.85 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0860'AT LANCING, AT THE SOUTH ENTRANCE TO TUNNEL NUMBER 24, 17 FEET
 GB0860'NORTH OF MILEPOST 246, SET IN THE CENTER OF THE TOP OF THE CONCRETE
 GB0860'FLOOR OF THE WEST AIR DUCT FOR THE TUNNEL, 11 1/2 FEET WEST OF THE
 GB0860'WEST RAIL OF THE TRACK, 0.6 FOOT NORTH OF THE SOUTH FACE OF THE
 GB0860'TUNNEL, 4 1/2 FEET EAST OF THE WEST WALL OF THE AIR DUCT, 5 1/2 FEET
 GB0860'WEST OF THE WEST WALL OF THE TUNNEL, AND ABOUT 5 FEET ABOVE THE
 GB0860'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1044 ***********************************************************************
 GD1044  DESIGNATION -  E 251
 GD1044  PID         -  GD1044
 GD1044  STATE/COUNTY-  TN/LAKE
 GD1044  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1044
 GD1044                         *CURRENT SURVEY CONTROL
 GD1044  ___________________________________________________________________
 GD1044* NAD 83(1986)-  36 13 00.     (N)    089 37 40.     (W)     SCALED    
 GD1044* NAVD 88     -        82.715  (meters)     271.37   (feet)  ADJUSTED  
 GD1044  ___________________________________________________________________
 GD1044  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1044  DYNAMIC HT  -          82.647 (meters)     271.15  (feet)  COMP
 GD1044  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GD1044
 GD1044  VERT ORDER  -  FIRST     CLASS I
 GD1044
 GD1044.The horizontal coordinates were scaled from a topographic map and have
 GD1044.an estimated accuracy of +/- 6 seconds.
 GD1044
 GD1044.The orthometric height was determined by differential leveling
 GD1044.and adjusted by the National Geodetic Survey in June 1991..
 GD1044
 GD1044.The geoid height was determined by GEOID03.
 GD1044
 GD1044.The dynamic height is computed by dividing the NAVD 88
 GD1044.geopotential number by the normal gravity value computed on the
 GD1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1044.degrees latitude (g = 980.6199 gals.).
 GD1044
 GD1044.The modeled gravity was interpolated from observed gravity values.
 GD1044
 GD1044;                    North         East    Units  Estimated Accuracy
 GD1044;SPC TN       -   215,000.      273,890.      MT  (+/- 180 meters Scaled)
 GD1044
 GD1044                          SUPERSEDED SURVEY CONTROL
 GD1044
 GD1044  NGVD 29 (??/??/??)   82.633  (m)          271.11   (f) ADJUSTED    1 1
 GD1044
 GD1044.Superseded values are not recommended for survey control.
 GD1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1044.See file dsdata.txt to determine how the superseded data were derived.
 GD1044
 GD1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF637111(NAD 83)
 GD1044_MARKER: DB = BENCH MARK DISK
 GD1044_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1044+WITH SETTING: INTO GROUND
 GD1044_SP_SET: METAL ROD WITH BASE PLATE
 GD1044_STAMPING: E 251 1976
 GD1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1044+STABILITY: SURFACE MOTION
 GD1044
 GD1044  HISTORY     - Date     Condition        Report By
 GD1044  HISTORY     - 1976     MONUMENTED       NGS
 GD1044  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD1044
 GD1044                          STATION DESCRIPTION
 GD1044
 GD1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1044'9.7 MI SW FROM RIDGLEY.
 GD1044'1.5 MILES WEST ALONG A BLACKTOP ROAD FROM THE ILLINOIS CENTRAL
 GD1044'RAILROAD STATION AT RIDGLEY, THENCE 3.5 MILES SOUTHWEST ALONG A
 GD1044'BLACK TOP ROAD, THENCE 5.1 MILES WEST ALONG STATE HIGHWAY 79, AT
 GD1044'A ABANDONED FARM HOUSE, 6.6 FEET WEST OF A SCRUB OAK TREE, 61
 GD1044'FEET SOUTH OF THE CENTER OF HIGHWAY, AND 17.7 FEET SOUTHWEST OF
 GD1044'A METAL PIPE PROJECTING 3 FEET.
 GD1044
 GD1044                          STATION RECOVERY (2002)
 GD1044
 GD1044'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0449 ***********************************************************************
 FC0449  DESIGNATION -  E 256
 FC0449  PID         -  FC0449
 FC0449  STATE/COUNTY-  TN/BRADLEY
 FC0449  USGS QUAD   -  MC DONALD (1976)
 FC0449
 FC0449                         *CURRENT SURVEY CONTROL
 FC0449  ___________________________________________________________________
 FC0449* NAD 83(1986)-  35 05 15.     (N)    084 54 32.     (W)     SCALED    
 FC0449* NAVD 88     -       270.893  (meters)     888.75   (feet)  ADJUSTED  
 FC0449  ___________________________________________________________________
 FC0449  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC0449  DYNAMIC HT  -         270.624 (meters)     887.87  (feet)  COMP
 FC0449  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC0449
 FC0449  VERT ORDER  -  FIRST     CLASS I
 FC0449
 FC0449.The horizontal coordinates were scaled from a topographic map and have
 FC0449.an estimated accuracy of +/- 6 seconds.
 FC0449
 FC0449.The orthometric height was determined by differential leveling
 FC0449.and adjusted by the National Geodetic Survey in June 1991..
 FC0449
 FC0449.The geoid height was determined by GEOID03.
 FC0449
 FC0449.The dynamic height is computed by dividing the NAVD 88
 FC0449.geopotential number by the normal gravity value computed on the
 FC0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0449.degrees latitude (g = 980.6199 gals.).
 FC0449
 FC0449.The modeled gravity was interpolated from observed gravity values.
 FC0449
 FC0449;                    North         East    Units  Estimated Accuracy
 FC0449;SPC TN       -    84,230.      699,500.      MT  (+/- 180 meters Scaled)
 FC0449
 FC0449                          SUPERSEDED SURVEY CONTROL
 FC0449
 FC0449  NGVD 29 (??/??/92)  270.890  (m)          888.74   (f) ADJ UNCH    1 1
 FC0449
 FC0449.Superseded values are not recommended for survey control.
 FC0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0449.See file dsdata.txt to determine how the superseded data were derived.
 FC0449
 FC0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD906847(NAD 83)
 FC0449_MARKER: DB = BENCH MARK DISK
 FC0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0449_SP_SET: BRIDGE
 FC0449_STAMPING: E 256 1968
 FC0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0449+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 FC0449
 FC0449  HISTORY     - Date     Condition        Report By
 FC0449  HISTORY     - 1968     MONUMENTED       CGS
 FC0449  HISTORY     - 20040816 GOOD             TVA
 FC0449
 FC0449                          STATION DESCRIPTION
 FC0449
 FC0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0449'5.1 MI SW FROM CLEVELAND.
 FC0449'ABOUT 5.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0449'FROM THE STATION AT CLEVELAND, THENCE ABOUT 0.1 MILE NORTHWEST
 FC0449'ALONG A BLACKTOP ROAD, ABOUT 0.1 MILE SOUTHEAST OF THE BLUE
 FC0449'SPRINGS SCHOOL, SET IN THE TOP OF THE SOUTHEAST END OF THE
 FC0449'SOUTHWEST CONCRETE GUARD RAIL BASE TO A 25-FOOT CONCRETE BRIDGE
 FC0449'OVER BLUE SPRINGS BRANCH, 14 FEET SOUTHWEST OF THE CENTER LINE
 FC0449'OF THE ROAD, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE BASE
 FC0449'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
 FC0449
 FC0449                          STATION RECOVERY (2004)
 FC0449
 FC0449'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 FC0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0415 ***********************************************************************
 FC0415  DESIGNATION -  E 257
 FC0415  PID         -  FC0415
 FC0415  STATE/COUNTY-  TN/MCMINN
 FC0415  USGS QUAD   -  CALHOUN (1980)
 FC0415
 FC0415                         *CURRENT SURVEY CONTROL
 FC0415  ___________________________________________________________________
 FC0415* NAD 83(1986)-  35 18 58.     (N)    084 44 21.     (W)     SCALED    
 FC0415* NAVD 88     -       227.830  (meters)     747.47   (feet)  ADJUSTED  
 FC0415  ___________________________________________________________________
 FC0415  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0415  DYNAMIC HT  -         227.607 (meters)     746.74  (feet)  COMP
 FC0415  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0415
 FC0415  VERT ORDER  -  FIRST     CLASS I
 FC0415
 FC0415.The horizontal coordinates were scaled from a topographic map and have
 FC0415.an estimated accuracy of +/- 6 seconds.
 FC0415
 FC0415.The orthometric height was determined by differential leveling
 FC0415.and adjusted by the National Geodetic Survey in June 1991..
 FC0415
 FC0415.The geoid height was determined by GEOID03.
 FC0415
 FC0415.The dynamic height is computed by dividing the NAVD 88
 FC0415.geopotential number by the normal gravity value computed on the
 FC0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0415.degrees latitude (g = 980.6199 gals.).
 FC0415
 FC0415.The modeled gravity was interpolated from observed gravity values.
 FC0415
 FC0415;                    North         East    Units  Estimated Accuracy
 FC0415;SPC TN       -   109,780.      714,650.      MT  (+/- 180 meters Scaled)
 FC0415
 FC0415                          SUPERSEDED SURVEY CONTROL
 FC0415
 FC0415  NGVD 29 (??/??/92)  227.868  (m)          747.60   (f) ADJ UNCH    1 1
 FC0415
 FC0415.Superseded values are not recommended for survey control.
 FC0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0415.See file dsdata.txt to determine how the superseded data were derived.
 FC0415
 FC0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE055104(NAD 83)
 FC0415_MARKER: DB = BENCH MARK DISK
 FC0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0415_SP_SET: CULVERT
 FC0415_STAMPING: E 257 1968
 FC0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0415
 FC0415  HISTORY     - Date     Condition        Report By
 FC0415  HISTORY     - 1968     MONUMENTED       CGS
 FC0415
 FC0415                          STATION DESCRIPTION
 FC0415
 FC0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0415'1.9 MI NE FROM CALHOUN.
 FC0415'ABOUT 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE NORTHEAST
 FC0415'END OF THE HIGHWAY BRIDGE OVER HIWASSEE RIVER AT CALHOUN, BETWEEN
 FC0415'THE HIGHWAY AND THE SOUTHERN RAILWAY, SET IN THE TOP OF THE
 FC0415'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 4-FOOT CONCRETE
 FC0415'BOX CULVERT UNDER THE HIGHWAY, 23 FEET SOUTHEAST OF THE CENTER
 FC0415'LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 FC0415'HEAD WALL AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0429 ***********************************************************************
 FC0429  DESIGNATION -  E 258
 FC0429  PID         -  FC0429
 FC0429  STATE/COUNTY-  TN/MCMINN
 FC0429  USGS QUAD   -  RICEVILLE (1990)
 FC0429
 FC0429                         *CURRENT SURVEY CONTROL
 FC0429  ___________________________________________________________________
 FC0429* NAD 83(1986)-  35 24 33.     (N)    084 40 11.     (W)     SCALED    
 FC0429* NAVD 88     -       256.197  (meters)     840.54   (feet)  ADJUSTED  
 FC0429  ___________________________________________________________________
 FC0429  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0429  DYNAMIC HT  -         255.947 (meters)     839.72  (feet)  COMP
 FC0429  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 FC0429
 FC0429  VERT ORDER  -  FIRST     CLASS I
 FC0429
 FC0429.The horizontal coordinates were scaled from a topographic map and have
 FC0429.an estimated accuracy of +/- 6 seconds.
 FC0429
 FC0429.The orthometric height was determined by differential leveling
 FC0429.and adjusted by the National Geodetic Survey in June 1991..
 FC0429
 FC0429.The geoid height was determined by GEOID03.
 FC0429
 FC0429.The dynamic height is computed by dividing the NAVD 88
 FC0429.geopotential number by the normal gravity value computed on the
 FC0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0429.degrees latitude (g = 980.6199 gals.).
 FC0429
 FC0429.The modeled gravity was interpolated from observed gravity values.
 FC0429
 FC0429;                    North         East    Units  Estimated Accuracy
 FC0429;SPC TN       -   120,180.      720,820.      MT  (+/- 180 meters Scaled)
 FC0429
 FC0429                          SUPERSEDED SURVEY CONTROL
 FC0429
 FC0429  NGVD 29 (??/??/92)  256.243  (m)          840.69   (f) ADJ UNCH    1 1
 FC0429
 FC0429.Superseded values are not recommended for survey control.
 FC0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0429.See file dsdata.txt to determine how the superseded data were derived.
 FC0429
 FC0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE115209(NAD 83)
 FC0429_MARKER: DB = BENCH MARK DISK
 FC0429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0429_SP_SET: 22 FEET
 FC0429_STAMPING: E 258 1968
 FC0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0429
 FC0429  HISTORY     - Date     Condition        Report By
 FC0429  HISTORY     - 1968     MONUMENTED       CGS
 FC0429
 FC0429                          STATION DESCRIPTION
 FC0429
 FC0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0429'2.3 MI NE FROM RICEVILLE.
 FC0429'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0429'OFFICE AT RICEVILLE, NEAR THE JUNCTION OF A PRIVATE ROAD LEADING
 FC0429'SOUTHEAST AND ACROSS THE SOUTHERN RAILWAY TRACK TO A WHITE HOUSE,
 FC0429'130 1/2 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHERN
 FC0429'RAILWAY MILEPOST 191, 61 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FC0429'PRIVATE ROAD, 48 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC0429'NORTHEAST BOUND LANES OF THE HIGHWAY, 31.2 FEET NORTHWEST OF THE
 FC0429'NORTHWEST RAIL OF THE SOUTHERN RAILWAY, 29 1/2 FEET EAST OF THE
 FC0429'EAST CORNER OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 FC0429'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE
 FC0429'TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL
 FC0429'OF THE GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS
 FC0429'3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 FC0429'REFUSAL AT A DEPTH OF 22.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0031 ***********************************************************************
 FC0031  DESIGNATION -  E 259
 FC0031  PID         -  FC0031
 FC0031  STATE/COUNTY-  TN/LOUDON
 FC0031  USGS QUAD   -  PHILADELPHIA (1974)
 FC0031
 FC0031                         *CURRENT SURVEY CONTROL
 FC0031  ___________________________________________________________________
 FC0031* NAD 83(1986)-  35 40 59.     (N)    084 23 54.     (W)     SCALED    
 FC0031* NAVD 88     -       258.090  (meters)     846.75   (feet)  ADJUSTED  
 FC0031  ___________________________________________________________________
 FC0031  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0031  DYNAMIC HT  -         257.843 (meters)     845.94  (feet)  COMP
 FC0031  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 FC0031
 FC0031  VERT ORDER  -  FIRST     CLASS I
 FC0031
 FC0031.The horizontal coordinates were scaled from a topographic map and have
 FC0031.an estimated accuracy of +/- 6 seconds.
 FC0031
 FC0031.The orthometric height was determined by differential leveling
 FC0031.and adjusted by the National Geodetic Survey in June 1991..
 FC0031
 FC0031.The geoid height was determined by GEOID03.
 FC0031
 FC0031.The dynamic height is computed by dividing the NAVD 88
 FC0031.geopotential number by the normal gravity value computed on the
 FC0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0031.degrees latitude (g = 980.6199 gals.).
 FC0031
 FC0031.The modeled gravity was interpolated from observed gravity values.
 FC0031
 FC0031;                    North         East    Units  Estimated Accuracy
 FC0031;SPC TN       -   150,940.      744,970.      MT  (+/- 180 meters Scaled)
 FC0031
 FC0031                          SUPERSEDED SURVEY CONTROL
 FC0031
 FC0031  NGVD 29 (??/??/92)  258.173  (m)          847.02   (f) ADJ UNCH    1 1
 FC0031
 FC0031.Superseded values are not recommended for survey control.
 FC0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0031.See file dsdata.txt to determine how the superseded data were derived.
 FC0031
 FC0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE354519(NAD 83)
 FC0031_MARKER: DB = BENCH MARK DISK
 FC0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0031_SP_SET: CULVERT
 FC0031_STAMPING: E 259 1968
 FC0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0031
 FC0031  HISTORY     - Date     Condition        Report By
 FC0031  HISTORY     - 1968     MONUMENTED       CGS
 FC0031
 FC0031                          STATION DESCRIPTION
 FC0031
 FC0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0031'0.4 MI NE FROM PHILADELPHIA.
 FC0031'ABOUT 0.4 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0031'FIRST BAPTIST CHURCH AT PHILADELPHIA, 60 FEET EAST OF AND ACROSS
 FC0031'THE TRACK FROM MILEPOST 165, SET IN THE TOP OF THE NORTHEAST
 FC0031'END OF THE SOUTHEAST HEAD WALL OF A 20-FOOT CONCRETE BOX CULVERT
 FC0031'WITH A DIVIDING PIER, 16.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FC0031'1.2 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT
 FC0031'8 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0246 ***********************************************************************
 GD0246  DESIGNATION -  E 26
 GD0246  PID         -  GD0246
 GD0246  STATE/COUNTY-  TN/BENTON
 GD0246  USGS QUAD   -  CAMDEN (1984)
 GD0246
 GD0246                         *CURRENT SURVEY CONTROL
 GD0246  ___________________________________________________________________
 GD0246* NAD 83(1986)-  36 02 55.     (N)    088 05 26.     (W)     SCALED    
 GD0246* NAVD 88     -       122.038  (meters)     400.39   (feet)  ADJUSTED  
 GD0246  ___________________________________________________________________
 GD0246  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0246  DYNAMIC HT  -         121.935 (meters)     400.05  (feet)  COMP
 GD0246  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GD0246
 GD0246  VERT ORDER  -  FIRST     CLASS II
 GD0246
 GD0246.The horizontal coordinates were scaled from a topographic map and have
 GD0246.an estimated accuracy of +/- 6 seconds.
 GD0246
 GD0246.The orthometric height was determined by differential leveling
 GD0246.and adjusted by the National Geodetic Survey in June 1991..
 GD0246
 GD0246.The geoid height was determined by GEOID03.
 GD0246
 GD0246.The dynamic height is computed by dividing the NAVD 88
 GD0246.geopotential number by the normal gravity value computed on the
 GD0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0246.degrees latitude (g = 980.6199 gals.).
 GD0246
 GD0246.The modeled gravity was interpolated from observed gravity values.
 GD0246
 GD0246;                    North         East    Units  Estimated Accuracy
 GD0246;SPC TN       -   192,320.      411,650.      MT  (+/- 180 meters Scaled)
 GD0246
 GD0246                          SUPERSEDED SURVEY CONTROL
 GD0246
 GD0246  NGVD 29 (??/??/??)  122.068  (m)          400.48   (f) ADJUSTED    1 2
 GD0246
 GD0246.Superseded values are not recommended for survey control.
 GD0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0246.See file dsdata.txt to determine how the superseded data were derived.
 GD0246
 GD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE017898(NAD 83)
 GD0246_MARKER: DB = BENCH MARK DISK
 GD0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0246_STAMPING: E 26 1934 400.636
 GD0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0246+STABILITY: SURFACE MOTION
 GD0246
 GD0246  HISTORY     - Date     Condition        Report By
 GD0246  HISTORY     - 1934     MONUMENTED       CGS
 GD0246  HISTORY     - 1969     GOOD             CGS
 GD0246  HISTORY     - 1971     GOOD             NGS
 GD0246
 GD0246                          STATION DESCRIPTION
 GD0246
 GD0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0246'IN CAMDEN.
 GD0246'THE MARK IS NEAR THE EAST EDGE OF THE LOUISVILLE AND NASHVILLE
 GD0246'RAILROAD YARDS IN THE SOUTHEAST CORNER OF THE CAMDEN CITY LIMITS.
 GD0246'(THIS WAS FORMERLY THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0246'RAILROAD).  IT IS 388 FEET EAST OF THE EAST EDGE OF THE U.S.
 GD0246'HIGHWAY 70 OVERPASS, 207 FEET EAST OF A BLOCK SIGNAL, 124 FEET
 GD0246'WEST OF TELEGRAPH POLE 85-15, 27 FEET SOUTH-SOUTHEAST OF A
 GD0246'TELGRAPH POLE, 22.8 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 GD0246'TRACK, AND 0.7 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.
 GD0246'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GD0246'CONCRETE MONUMENT AND THE DISK IS STAMPED E 26 1934 400.636.
 GD0246'NOTE-- POST AND SIGN AT MONUMENT.
 GD0246
 GD0246                          STATION RECOVERY (1971)
 GD0246
 GD0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0095 ***********************************************************************
 FC0095  DESIGNATION -  E 260
 FC0095  PID         -  FC0095
 FC0095  STATE/COUNTY-  TN/KNOX
 FC0095  USGS QUAD   -  BEARDEN (1990)
 FC0095
 FC0095                         *CURRENT SURVEY CONTROL
 FC0095  ___________________________________________________________________
 FC0095* NAD 83(1986)-  35 52 31.     (N)    084 07 11.     (W)     SCALED    
 FC0095* NAVD 88     -       252.431  (meters)     828.18   (feet)  ADJUSTED  
 FC0095  ___________________________________________________________________
 FC0095  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0095  DYNAMIC HT  -         252.195 (meters)     827.41  (feet)  COMP
 FC0095  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 FC0095
 FC0095  VERT ORDER  -  FIRST     CLASS I
 FC0095
 FC0095.The horizontal coordinates were scaled from a topographic map and have
 FC0095.an estimated accuracy of +/- 6 seconds.
 FC0095
 FC0095.The orthometric height was determined by differential leveling
 FC0095.and adjusted by the National Geodetic Survey in June 1991..
 FC0095
 FC0095.The geoid height was determined by GEOID03.
 FC0095
 FC0095.The dynamic height is computed by dividing the NAVD 88
 FC0095.geopotential number by the normal gravity value computed on the
 FC0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0095.degrees latitude (g = 980.6199 gals.).
 FC0095
 FC0095.The modeled gravity was interpolated from observed gravity values.
 FC0095
 FC0095;                    North         East    Units  Estimated Accuracy
 FC0095;SPC TN       -   172,710.      769,780.      MT  (+/- 180 meters Scaled)
 FC0095
 FC0095                          SUPERSEDED SURVEY CONTROL
 FC0095
 FC0095  NGVD 29 (??/??/92)  252.559  (m)          828.60   (f) ADJ UNCH    1 1
 FC0095
 FC0095.Superseded values are not recommended for survey control.
 FC0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0095.See file dsdata.txt to determine how the superseded data were derived.
 FC0095
 FC0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE600739(NAD 83)
 FC0095_MARKER: DB = BENCH MARK DISK
 FC0095_SETTING: 66 = SET IN ROCK OUTCROP
 FC0095_SP_SET: SET IN ROCK OUTCROP
 FC0095_STAMPING: E 260 1968
 FC0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0095+STABILITY: POSITION/ELEVATION WELL
 FC0095
 FC0095  HISTORY     - Date     Condition        Report By
 FC0095  HISTORY     - 1968     MONUMENTED       CGS
 FC0095
 FC0095                          STATION DESCRIPTION
 FC0095
 FC0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0095'1.2 MI NE FROM CONCORD.
 FC0095'ABOUT 1.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0095'POST OFFICE AT CONCORD, ABOUT 0.15 MILE NORTHEAST OF MILEPOST
 FC0095'144, 60 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF WOODY
 FC0095'DRIVE, SET IN THE TOP OF A ROCK THAT THE EXPOSED PART IS ABOUT 3
 FC0095'FEET LONG BY 1 1/2 FEET WIDE AND PROJECTS ABOUT 1/2 FOOT, 55
 FC0095'FEET NORTHWEST OF THE NORTHWEST RAIL, 17 1/2 FEET SOUTHWEST OF
 FC0095'THE CENTER LINE OF THE DRIVE AND ABOUT LEVEL WITH THE TRACK AND
 FC0095'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0323 ***********************************************************************
 FF0323  DESIGNATION -  E 261
 FF0323  PID         -  FF0323
 FF0323  STATE/COUNTY-  TN/SHELBY
 FF0323  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0323
 FF0323                         *CURRENT SURVEY CONTROL
 FF0323  ___________________________________________________________________
 FF0323* NAD 83(1986)-  35 12 48.     (N)    090 01 53.     (W)     SCALED    
 FF0323* NAVD 88     -        79.025  (meters)     259.27   (feet)  ADJUSTED  
 FF0323  ___________________________________________________________________
 FF0323  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0323  DYNAMIC HT  -          78.954 (meters)     259.03  (feet)  COMP
 FF0323  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 FF0323
 FF0323  VERT ORDER  -  FIRST     CLASS I
 FF0323
 FF0323.The horizontal coordinates were scaled from a topographic map and have
 FF0323.an estimated accuracy of +/- 6 seconds.
 FF0323
 FF0323.The orthometric height was determined by differential leveling
 FF0323.and adjusted by the National Geodetic Survey in June 1991..
 FF0323
 FF0323.The geoid height was determined by GEOID03.
 FF0323
 FF0323.The dynamic height is computed by dividing the NAVD 88
 FF0323.geopotential number by the normal gravity value computed on the
 FF0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0323.degrees latitude (g = 980.6199 gals.).
 FF0323
 FF0323.The modeled gravity was interpolated from observed gravity values.
 FF0323
 FF0323;                    North         East    Units  Estimated Accuracy
 FF0323;SPC TN       -   105,200.      233,040.      MT  (+/- 180 meters Scaled)
 FF0323
 FF0323                          SUPERSEDED SURVEY CONTROL
 FF0323
 FF0323  NGVD 29 (??/??/??)   78.980  (m)          259.12   (f) ADJUSTED    1 1
 FF0323
 FF0323.Superseded values are not recommended for survey control.
 FF0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0323.See file dsdata.txt to determine how the superseded data were derived.
 FF0323
 FF0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV702007(NAD 83)
 FF0323_MARKER: DB = BENCH MARK DISK
 FF0323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0323_SP_SET: 48 FEET
 FF0323_STAMPING: E 261 1974
 FF0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0323+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0323
 FF0323  HISTORY     - Date     Condition        Report By
 FF0323  HISTORY     - 1974     MONUMENTED       NGS
 FF0323  HISTORY     - 19941220 GOOD             TN1620
 FF0323  HISTORY     - 20021022 GOOD             USACE
 FF0323
 FF0323                          STATION DESCRIPTION
 FF0323
 FF0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0323'AT FRAYSER.
 FF0323'AT FRAYSER, 0.55 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE
 FF0323'OVERPASS OVER THE ILLINOIS CENTRAL RAILROAD, NEAR THE NORTHWEST
 FF0323'CORNER OF PARKING AREA FOR THE SOUTH GATE SHOPPING CENTER, 138 FEET
 FF0323'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE KROGER STORE, 56
 FF0323'FEET SOUTH OF THE CENTER LINE OF THE NORTHWEST EXIT, 24 FEET EAST
 FF0323'OF THE CENTER LINE OF THE EAST LANE OF U.S. HIGHWAY 51, 3.5 FEET
 FF0323'WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 1.2 FEET EAST OF THE
 FF0323'EAST EDGE OF CONCRETE CURBING OF HIGHWAY, 1.7 FEET SOUTH OF POWER
 FF0323'POLE 6637, 1 FOOT ABOVE HIGHWAY AND ON TOP OF A COPPER COATED
 FF0323'STEEL ROD, 1-INCH BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 FF0323'PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 FF0323'48 FEET.
 FF0323
 FF0323                          STATION RECOVERY (1994)
 FF0323
 FF0323'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0323'RECOVERED IN GOOD CONDITION.
 FF0323
 FF0323                          STATION RECOVERY (2002)
 FF0323
 FF0323'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1359 ***********************************************************************
 FE1359  DESIGNATION -  E 262
 FE1359  PID         -  FE1359
 FE1359  STATE/COUNTY-  TN/TIPTON
 FE1359  USGS QUAD   -  MUNFORD (1983)
 FE1359
 FE1359                         *CURRENT SURVEY CONTROL
 FE1359  ___________________________________________________________________
 FE1359* NAD 83(1986)-  35 25 35.     (N)    089 48 42.     (W)     SCALED    
 FE1359* NAVD 88     -       109.043  (meters)     357.75   (feet)  ADJUSTED  
 FE1359  ___________________________________________________________________
 FE1359  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1359  DYNAMIC HT  -         108.947 (meters)     357.44  (feet)  COMP
 FE1359  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 FE1359
 FE1359  VERT ORDER  -  FIRST     CLASS I
 FE1359
 FE1359.The horizontal coordinates were scaled from a topographic map and have
 FE1359.an estimated accuracy of +/- 6 seconds.
 FE1359
 FE1359.The orthometric height was determined by differential leveling
 FE1359.and adjusted by the National Geodetic Survey in June 1991..
 FE1359
 FE1359.The geoid height was determined by GEOID03.
 FE1359
 FE1359.The dynamic height is computed by dividing the NAVD 88
 FE1359.geopotential number by the normal gravity value computed on the
 FE1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1359.degrees latitude (g = 980.6199 gals.).
 FE1359
 FE1359.The modeled gravity was interpolated from observed gravity values.
 FE1359
 FE1359;                    North         East    Units  Estimated Accuracy
 FE1359;SPC TN       -   128,010.      253,950.      MT  (+/- 180 meters Scaled)
 FE1359
 FE1359                          SUPERSEDED SURVEY CONTROL
 FE1359
 FE1359  NGVD 29 (??/??/??)  109.015  (m)          357.66   (f) ADJUSTED    1 1
 FE1359
 FE1359.Superseded values are not recommended for survey control.
 FE1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1359.See file dsdata.txt to determine how the superseded data were derived.
 FE1359
 FE1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE447239(NAD 83)
 FE1359_MARKER: DB = BENCH MARK DISK
 FE1359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1359_SP_SET: CULVERT
 FE1359_STAMPING: E 262 1957
 FE1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1359+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1359
 FE1359  HISTORY     - Date     Condition        Report By
 FE1359  HISTORY     - 1957     MONUMENTED       CGS
 FE1359  HISTORY     - 1974     GOOD             NGS
 FE1359  HISTORY     - 20021003 GOOD             USACE
 FE1359
 FE1359                          STATION DESCRIPTION
 FE1359
 FE1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1359'1.8 MI SW FROM CROSSTOWN.
 FE1359'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1359'ATOKA-MUNFORD ROAD INTERSECTION AT CROSSTOWN, 0.25 MILE SOUTHWEST
 FE1359'OF A ROADSIDE PARK, 47 FEET NORTHWEST OF THE SOUTHEAST LANE OF 4
 FE1359'LANES OF THE HIGHWAY, 39.5 FEET SOUTHEAST OF THE CENTER LINE OF
 FE1359'THE NORTHWEST LANE OF HIGHWAY, 55 FEET SOUTHWEST OF THE CENTER
 FE1359'LINE OF A PAVED CROSSOVER BETWEEN LANES OF HIGHWAY, SET IN TOP
 FE1359'AND CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF A 14 FT BY 8 FT
 FE1359'BOX CULVERT UNDER THE NORTHWEST LANE OF HIGHWAY, 3 FEET BELOW
 FE1359'THE NORTHWEST LANE.
 FE1359
 FE1359                          STATION RECOVERY (2002)
 FE1359
 FE1359'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1705 ***********************************************************************
 FE1705  DESIGNATION -  E 263
 FE1705  PID         -  FE1705
 FE1705  STATE/COUNTY-  TN/LAUDERDALE
 FE1705  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1705
 FE1705                         *CURRENT SURVEY CONTROL
 FE1705  ___________________________________________________________________
 FE1705* NAD 83(1986)-  35 42 13.     (N)    089 34 11.     (W)     SCALED    
 FE1705* NAVD 88     -       116.808  (meters)     383.23   (feet)  ADJUSTED  
 FE1705  ___________________________________________________________________
 FE1705  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1705  DYNAMIC HT  -         116.708 (meters)     382.90  (feet)  COMP
 FE1705  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 FE1705
 FE1705  VERT ORDER  -  FIRST     CLASS I
 FE1705
 FE1705.The horizontal coordinates were scaled from a topographic map and have
 FE1705.an estimated accuracy of +/- 6 seconds.
 FE1705
 FE1705.The orthometric height was determined by differential leveling
 FE1705.and adjusted by the National Geodetic Survey in June 1991..
 FE1705
 FE1705.The geoid height was determined by GEOID03.
 FE1705
 FE1705.The dynamic height is computed by dividing the NAVD 88
 FE1705.geopotential number by the normal gravity value computed on the
 FE1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1705.degrees latitude (g = 980.6199 gals.).
 FE1705
 FE1705.The modeled gravity was interpolated from observed gravity values.
 FE1705
 FE1705;                    North         East    Units  Estimated Accuracy
 FE1705;SPC TN       -   157,920.      277,030.      MT  (+/- 180 meters Scaled)
 FE1705
 FE1705                          SUPERSEDED SURVEY CONTROL
 FE1705
 FE1705  NGVD 29 (??/??/??)  116.767  (m)          383.09   (f) ADJUSTED    1 1
 FE1705
 FE1705.Superseded values are not recommended for survey control.
 FE1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1705.See file dsdata.txt to determine how the superseded data were derived.
 FE1705
 FE1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE675541(NAD 83)
 FE1705_MARKER: DB = BENCH MARK DISK
 FE1705_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1705+WITH SETTING: INTO GROUND
 FE1705_STAMPING: E 263 1974
 FE1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1705+STABILITY: SURFACE MOTION
 FE1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1705+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1705
 FE1705  HISTORY     - Date     Condition        Report By
 FE1705  HISTORY     - 1974     MONUMENTED       NGS
 FE1705  HISTORY     - 20020808 GOOD             USACE
 FE1705
 FE1705                          STATION DESCRIPTION
 FE1705
 FE1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1705'2.7 MI N FROM HENNING.
 FE1705'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1705'WITH OLD U.S. HIGHWAY 51 AT HENNING, THENCE 1.9 MILES NORTHEAST
 FE1705'ALONG NEW U.S. HIGHWAY 51, 1.5 FEET EAST OF THE EAST PIPE CORNER
 FE1705'POST IN A CHAIN LINK FENCE SURROUNDING METAL BUILDING OF THE
 FE1705'TENNESSEE BUREAU OF HIGHWAYS (COUNTY MTCE HEADQUARTERS), 59.8 FEET
 FE1705'NORTH OF THE NORTH CORNER OF THE BUILDING, 26.2 FEET SOUTHWEST
 FE1705'OF A POWER POLE BEARING A TRANSFORMER, 1.5 FEET EAST OF THE EAST
 FE1705'CORNER OF AN ASPHALT PARKING AREA, 0.85 MILE NORTHEAST OF D 263,
 FE1705'1 FOOT BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT
 FE1705'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 FE1705'THE DISK IS 2-INCHES BELOW GROUND AND PROTECTED BY A 4-INCH
 FE1705'PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FE1705
 FE1705                          STATION RECOVERY (2002)
 FE1705
 FE1705'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1705'DESCRIPTION CORRECTION
 FE1705'DESCRIPTION READS ...MARK IS 1.5 FT E OF E PIPE CORNER...
 FE1705'DESCRIPTION SHOULD READ ...MARK IS 1.5 FT NW OF NW PIPE CORNER OST OF
 FE1705'CHAINLINK FENCE...
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1858 ***********************************************************************
 FE1858  DESIGNATION -  E 264
 FE1858  PID         -  FE1858
 FE1858  STATE/COUNTY-  TN/LAUDERDALE
 FE1858  USGS QUAD   -  KNOB CREEK (1972)
 FE1858
 FE1858                         *CURRENT SURVEY CONTROL
 FE1858  ___________________________________________________________________
 FE1858* NAD 83(1986)-  35 55 04.     (N)    089 32 29.     (W)     SCALED    
 FE1858* NAVD 88     -        78.248  (meters)     256.72   (feet)  ADJUSTED  
 FE1858  ___________________________________________________________________
 FE1858  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1858  DYNAMIC HT  -          78.182 (meters)     256.50  (feet)  COMP
 FE1858  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 FE1858
 FE1858  VERT ORDER  -  FIRST     CLASS I
 FE1858
 FE1858.The horizontal coordinates were scaled from a topographic map and have
 FE1858.an estimated accuracy of +/- 6 seconds.
 FE1858
 FE1858.The orthometric height was determined by differential leveling
 FE1858.and adjusted by the National Geodetic Survey in June 1991..
 FE1858
 FE1858.The geoid height was determined by GEOID03.
 FE1858
 FE1858.The dynamic height is computed by dividing the NAVD 88
 FE1858.geopotential number by the normal gravity value computed on the
 FE1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1858.degrees latitude (g = 980.6199 gals.).
 FE1858
 FE1858.The modeled gravity was interpolated from observed gravity values.
 FE1858
 FE1858;                    North         East    Units  Estimated Accuracy
 FE1858;SPC TN       -   181,580.      280,450.      MT  (+/- 180 meters Scaled)
 FE1858
 FE1858                          SUPERSEDED SURVEY CONTROL
 FE1858
 FE1858  NGVD 29 (??/??/??)   78.190  (m)          256.53   (f) ADJUSTED    1 1
 FE1858
 FE1858.Superseded values are not recommended for survey control.
 FE1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1858.See file dsdata.txt to determine how the superseded data were derived.
 FE1858
 FE1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE706778(NAD 83)
 FE1858_MARKER: DB = BENCH MARK DISK
 FE1858_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1858+WITH SETTING: INTO GROUND
 FE1858_STAMPING: E 264 1974
 FE1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1858+STABILITY: SURFACE MOTION
 FE1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1858+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 FE1858
 FE1858  HISTORY     - Date     Condition        Report By
 FE1858  HISTORY     - 1974     MONUMENTED       NGS
 FE1858  HISTORY     - 20020806 GOOD             USACE
 FE1858
 FE1858                          STATION DESCRIPTION
 FE1858
 FE1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1858'9 MI W FROM HALLS.
 FE1858'ABOUT 8.95 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1858'BAPTIST CHURCH AT HALLS, ABOUT 2.45 MILES WEST OF SMALL COMMUNITY
 FE1858'OF PORTER GAP, 29.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FE1858'129 FEET WEST OF THE CENTER LINE OF DRIVEWAY LEADING TO FARM
 FE1858'HOUSE, 100 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF WOODEN
 FE1858'GARAGE FOR FARM EQUIPMENT, 102.5 FEET SOUTHWEST OF AND ACROSS
 FE1858'HIGHWAY FROM UNDERGROUND MARKER POST, 9.5 FEET SOUTH OF GUY WIRE
 FE1858'FOR POWER POLE, 3.1 FEET NORTH OF POWER POLE WITH TRANSFORMER
 FE1858'AND GUY WIRE AND WITNESS SIGN NAILED ON IT, 3 FEET BELOW LEVEL
 FE1858'OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL
 FE1858'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT
 FE1858'BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS
 FE1858'PROJECTING 0.25 FOOT.
 FE1858
 FE1858                          STATION RECOVERY (2002)
 FE1858
 FE1858'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1126 ***********************************************************************
 GD1126  DESIGNATION -  E 265
 GD1126  PID         -  GD1126
 GD1126  STATE/COUNTY-  TN/OBION
 GD1126  USGS QUAD   -  MISTON (1983)
 GD1126
 GD1126                         *CURRENT SURVEY CONTROL
 GD1126  ___________________________________________________________________
 GD1126* NAD 83(1986)-  36 13 32.     (N)    089 28 21.     (W)     SCALED    
 GD1126* NAVD 88     -        83.909  (meters)     275.29   (feet)  ADJUSTED  
 GD1126  ___________________________________________________________________
 GD1126  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD1126  DYNAMIC HT  -          83.839 (meters)     275.06  (feet)  COMP
 GD1126  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GD1126
 GD1126  VERT ORDER  -  FIRST     CLASS I
 GD1126
 GD1126.The horizontal coordinates were scaled from a topographic map and have
 GD1126.an estimated accuracy of +/- 6 seconds.
 GD1126
 GD1126.The orthometric height was determined by differential leveling
 GD1126.and adjusted by the National Geodetic Survey in June 1991..
 GD1126
 GD1126.The geoid height was determined by GEOID03.
 GD1126
 GD1126.The dynamic height is computed by dividing the NAVD 88
 GD1126.geopotential number by the normal gravity value computed on the
 GD1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1126.degrees latitude (g = 980.6199 gals.).
 GD1126
 GD1126.The modeled gravity was interpolated from observed gravity values.
 GD1126
 GD1126;                    North         East    Units  Estimated Accuracy
 GD1126;SPC TN       -   215,480.      287,880.      MT  (+/- 180 meters Scaled)
 GD1126
 GD1126                          SUPERSEDED SURVEY CONTROL
 GD1126
 GD1126  NGVD 29 (??/??/??)   83.832  (m)          275.04   (f) ADJUSTED    1 1
 GD1126
 GD1126.Superseded values are not recommended for survey control.
 GD1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1126.See file dsdata.txt to determine how the superseded data were derived.
 GD1126
 GD1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF777118(NAD 83)
 GD1126_MARKER: DB = BENCH MARK DISK
 GD1126_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1126+WITH SETTING: INTO GROUND
 GD1126_STAMPING: E 265 1974
 GD1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1126+STABILITY: SURFACE MOTION
 GD1126
 GD1126  HISTORY     - Date     Condition        Report By
 GD1126  HISTORY     - 1974     MONUMENTED       NGS
 GD1126  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD1126
 GD1126                          STATION DESCRIPTION
 GD1126
 GD1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1126'2.65 MI S FROM RIDGELY.
 GD1126'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1126'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY.  ALSO 4.85 MILES
 GD1126'NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION WITH STATE HIGHWAY
 GD1126'103 AT BOGOTA, SET NEAR THE SOUTH EDGE OF THE REELFOOT BAYOU BRIDGE,
 GD1126'93.7 FEET SOUTHEAST OF A 40-INCH OAK TREE, 41 FEET SOUTHWEST OF THE
 GD1126'CENTER LINE OF THE HIGHWAY, 85 FEET SOUTH OF THE SOUTH CORNER OF THE
 GD1126'SOUTHEAST END OF BRIDGE NO. 66-78-0.99 OVER THE REELFOOT BAYOU, 9.2
 GD1126'FEET SOUTH-SOUTHEAST OF A GUY WIRE, 3.4 FEET NORTH-NORTHWEST OF A
 GD1126'POWER POLE (WHICH IS THE END OF POWER LINE), WITH ONE GUY WIRE AND
 GD1126'WITNESS SIGN, 8 FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A
 GD1126'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 GD1126'THE DISK IS 0.1 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 GD1126'PIPE PROJECTING 0.05 FOOT.
 GD1126
 GD1126                          STATION RECOVERY (2002)
 GD1126
 GD1126'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1126'SUSPECTED DESTROYED DUE TO NEW BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1093 ***********************************************************************
 FD1093  DESIGNATION -  E 27
 FD1093  PID         -  FD1093
 FD1093  STATE/COUNTY-  TN/HUMPHREYS
 FD1093  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1093
 FD1093                         *CURRENT SURVEY CONTROL
 FD1093  ___________________________________________________________________
 FD1093* NAD 83(1986)-  35 57 40.     (N)    087 47 04.     (W)     SCALED    
 FD1093* NAVD 88     -       124.878  (meters)     409.70   (feet)  ADJUSTED  
 FD1093  ___________________________________________________________________
 FD1093  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1093  DYNAMIC HT  -         124.771 (meters)     409.35  (feet)  COMP
 FD1093  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 FD1093
 FD1093  VERT ORDER  -  SECOND    CLASS 0
 FD1093
 FD1093.The horizontal coordinates were scaled from a topographic map and have
 FD1093.an estimated accuracy of +/- 6 seconds.
 FD1093
 FD1093.The orthometric height was determined by differential leveling
 FD1093.and adjusted by the National Geodetic Survey in June 1991..
 FD1093
 FD1093.The geoid height was determined by GEOID03.
 FD1093
 FD1093.The dynamic height is computed by dividing the NAVD 88
 FD1093.geopotential number by the normal gravity value computed on the
 FD1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1093.degrees latitude (g = 980.6199 gals.).
 FD1093
 FD1093.The modeled gravity was interpolated from observed gravity values.
 FD1093
 FD1093;                    North         East    Units  Estimated Accuracy
 FD1093;SPC TN       -   182,070.      439,050.      MT  (+/- 180 meters Scaled)
 FD1093
 FD1093                          SUPERSEDED SURVEY CONTROL
 FD1093
 FD1093  NGVD 29 (??/??/92)  124.911  (m)          409.81   (f) ADJ UNCH    2 0
 FD1093
 FD1093.Superseded values are not recommended for survey control.
 FD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1093.See file dsdata.txt to determine how the superseded data were derived.
 FD1093
 FD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE292799(NAD 83)
 FD1093_MARKER: DB = BENCH MARK DISK
 FD1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1093_STAMPING: E 27 1934
 FD1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1093+STABILITY: SURFACE MOTION
 FD1093
 FD1093  HISTORY     - Date     Condition        Report By
 FD1093  HISTORY     - 1934     MONUMENTED       CGS
 FD1093  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1093  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD1093
 FD1093                          STATION DESCRIPTION
 FD1093
 FD1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1093'9.7 MI S FROM WAVERLY.
 FD1093'9.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 FD1093'COUNTY, ABOUT 2-1/2 MILES NORTHEAST OF THE BRIDGE OVER DUCK
 FD1093'RIVER, 60 FEET SOUTH OF AN 8-INCH SYCAMORE TREE, 25 FEET
 FD1093'NORTHWEST OF A 24-INCH OAK TREE, 16 FEET NORTH OF A GATE IN A
 FD1093'FENCE AROUND A CULTIVATED FIELD, 10 FEET WEST OF THE CENTER LINE
 FD1093'OF THE HIGHWAY, AND 2 FEET WEST OF THE FENCE.  SET IN THE TOP OF
 FD1093'A CONCRETE POST.
 FD1093
 FD1093                          STATION RECOVERY (1973)
 FD1093
 FD1093'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1343 ***********************************************************************
 GC1343  DESIGNATION -  E 28
 GC1343  PID         -  GC1343
 GC1343  STATE/COUNTY-  TN/DICKSON
 GC1343  USGS QUAD   -  BURNS (1986)
 GC1343
 GC1343                         *CURRENT SURVEY CONTROL
 GC1343  ___________________________________________________________________
 GC1343* NAD 83(1986)-  36 05 17.     (N)    087 15 22.     (W)     SCALED    
 GC1343* NAVD 88     -       252.536  (meters)     828.53   (feet)  ADJUSTED  
 GC1343  ___________________________________________________________________
 GC1343  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC1343  DYNAMIC HT  -         252.315 (meters)     827.80  (feet)  COMP
 GC1343  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 GC1343
 GC1343  VERT ORDER  -  FIRST     CLASS II
 GC1343
 GC1343.The horizontal coordinates were scaled from a topographic map and have
 GC1343.an estimated accuracy of +/- 6 seconds.
 GC1343
 GC1343.The orthometric height was determined by differential leveling
 GC1343.and adjusted by the National Geodetic Survey in June 1991..
 GC1343
 GC1343.The geoid height was determined by GEOID03.
 GC1343
 GC1343.The dynamic height is computed by dividing the NAVD 88
 GC1343.geopotential number by the normal gravity value computed on the
 GC1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1343.degrees latitude (g = 980.6199 gals.).
 GC1343
 GC1343.The modeled gravity was interpolated from observed gravity values.
 GC1343
 GC1343;                    North         East    Units  Estimated Accuracy
 GC1343;SPC TN       -   195,410.      486,880.      MT  (+/- 180 meters Scaled)
 GC1343
 GC1343                          SUPERSEDED SURVEY CONTROL
 GC1343
 GC1343  NGVD 29 (??/??/92)  252.533  (m)          828.52   (f) ADJ UNCH    1 2
 GC1343
 GC1343.Superseded values are not recommended for survey control.
 GC1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1343.See file dsdata.txt to determine how the superseded data were derived.
 GC1343
 GC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE769937(NAD 83)
 GC1343_MARKER: DB = BENCH MARK DISK
 GC1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1343_STAMPING: 828.824 E 28 1934
 GC1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1343+STABILITY: SURFACE MOTION
 GC1343
 GC1343  HISTORY     - Date     Condition        Report By
 GC1343  HISTORY     - 1934     MONUMENTED       CGS
 GC1343  HISTORY     - 1948     GOOD             NGS
 GC1343
 GC1343                          STATION DESCRIPTION
 GC1343
 GC1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1343'2.7 MI W FROM WHITE BLUFF.
 GC1343'2.7 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1343'RAILWAY FROM THE STATION AT WHITE BLUFF, BETWEEN THE RAILWAY
 GC1343'AND OLD U.S. HIGHWAY 70 ROUTE, ON TOP OF A 5-FOOT CUT ALONG THE
 GC1343'EAST SIDE OF AN ABANDONED RAILWAY BED, OPPOSITE A POINT MIDWAY
 GC1343'BETWEEN POLES 32+31 AND 32+32, 182 FEET EAST OF THE EAST
 GC1343'RAIL OF THE TRACK, 33 FEET EAST OF THE CENTER LINE OF THE
 GC1343'ABANDONED RAILWAY BED, 131 FEET WEST OF THE CENTER LINE OF THE
 GC1343'OLD HIGHWAY, 37 FEET SOUTH OF A TELEPHONE POLE, 15 FEET EAST OF
 GC1343'A WHITE WOODEN WITNESS POST, ABOUT 14 FEET ABOVE THE TRACKS IN THE
 GC1343'WEST EDGE OF A CULTIVATED FIELD AND SET IN THE TOP OF A CONCRETE
 GC1343'POST PROJECTING 2 INCHES.  MARK IS ABOUT 4.2 MILES EAST OF THE
 GC1343'STATION AT BURNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0731 ***********************************************************************
 FD0731  DESIGNATION -  E 29
 FD0731  PID         -  FD0731
 FD0731  STATE/COUNTY-  TN/HICKMAN
 FD0731  USGS QUAD   -  SUNRISE (1979)
 FD0731
 FD0731                         *CURRENT SURVEY CONTROL
 FD0731  ___________________________________________________________________
 FD0731* NAD 83(1986)-  35 44 14.     (N)    087 28 27.     (W)     SCALED    
 FD0731* NAVD 88     -       174.038  (meters)     570.99   (feet)  ADJUSTED  
 FD0731  ___________________________________________________________________
 FD0731  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD0731  DYNAMIC HT  -         173.883 (meters)     570.48  (feet)  COMP
 FD0731  MODELED GRAV-     979,739.3   (mgal)                       NAVD 88
 FD0731
 FD0731  VERT ORDER  -  SECOND    CLASS 0
 FD0731
 FD0731.The horizontal coordinates were scaled from a topographic map and have
 FD0731.an estimated accuracy of +/- 6 seconds.
 FD0731
 FD0731.The orthometric height was determined by differential leveling
 FD0731.and adjusted by the National Geodetic Survey in June 1991..
 FD0731
 FD0731.The geoid height was determined by GEOID03.
 FD0731
 FD0731.The dynamic height is computed by dividing the NAVD 88
 FD0731.geopotential number by the normal gravity value computed on the
 FD0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0731.degrees latitude (g = 980.6199 gals.).
 FD0731
 FD0731.The modeled gravity was interpolated from observed gravity values.
 FD0731
 FD0731;                    North         East    Units  Estimated Accuracy
 FD0731;SPC TN       -   156,760.      466,660.      MT  (+/- 180 meters Scaled)
 FD0731
 FD0731                          SUPERSEDED SURVEY CONTROL
 FD0731
 FD0731  NGVD 29 (??/??/92)  174.022  (m)          570.94   (f) ADJ UNCH    2 0
 FD0731
 FD0731.Superseded values are not recommended for survey control.
 FD0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0731.See file dsdata.txt to determine how the superseded data were derived.
 FD0731
 FD0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE571549(NAD 83)
 FD0731_MARKER: DB = BENCH MARK DISK
 FD0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0731_STAMPING: E 29 1934
 FD0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0731+STABILITY: SURFACE MOTION
 FD0731
 FD0731  HISTORY     - Date     Condition        Report By
 FD0731  HISTORY     - 1934     MONUMENTED       CGS
 FD0731
 FD0731                          STATION DESCRIPTION
 FD0731
 FD0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0731'3.2 MI S FROM CENTERVILLE.
 FD0731'3.2 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0731'RAILWAY FROM CENTERVILLE, HICKMAN COUNTY, 11 RAILS SOUTH OF
 FD0731'THE STATION SIGN AT DEANS, 10-1/2 POLES SOUTH OF MILEPOST 35,
 FD0731'40 FEET SOUTH OF TELEPHONE POLE 3087, 20 FEET EAST OF THE
 FD0731'CENTERLINE OF THE TRACK, AND 2 FEET WEST OF A FENCE.  A STANDARD
 FD0731'DISK, STAMPED E 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3747 ***********************************************************************
 FB3747  DESIGNATION -  E 292 RESET
 FB3747  PID         -  FB3747
 FB3747  STATE/COUNTY-  TN/KNOX
 FB3747  USGS QUAD   -  KNOXVILLE (1978)
 FB3747
 FB3747                         *CURRENT SURVEY CONTROL
 FB3747  ___________________________________________________________________
 FB3747* NAD 83(1986)-  35 55 21.     (N)    083 55 31.     (W)     SCALED    
 FB3747* NAVD 88     -       269.74   (meters)     885.0    (feet)  RESET     
 FB3747  ___________________________________________________________________
 FB3747  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB3747
 FB3747  VERT ORDER  -  THIRD
 FB3747
 FB3747.The horizontal coordinates were scaled from a topographic map and have
 FB3747.an estimated accuracy of +/- 6 seconds.
 FB3747
 FB3747.The orthometric height was computed from unverified reset data.
 FB3747.No vertical observational check was made to the station.
 FB3747
 FB3747.The geoid height was determined by GEOID03.
 FB3747
 FB3747;                    North         East    Units  Estimated Accuracy
 FB3747;SPC TN       -   178,300.      787,220.      MT  (+/- 180 meters Scaled)
 FB3747
 FB3747                          SUPERSEDED SURVEY CONTROL
 FB3747
 FB3747  NGVD 29 (10/12/01)  269.87   (m)          885.4    (f) RESET       3  
 FB3747
 FB3747.Superseded values are not recommended for survey control.
 FB3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3747.See file dsdata.txt to determine how the superseded data were derived.
 FB3747
 FB3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360793(NAD 83)
 FB3747_MARKER: DB = BENCH MARK DISK
 FB3747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB3747_SP_SET: HEADWALL
 FB3747_STAMPING: E 292 RESET 1984
 FB3747_MARK LOGO: NGS   
 FB3747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3747+STABILITY: SURFACE MOTION
 FB3747
 FB3747  HISTORY     - Date     Condition        Report By
 FB3747  HISTORY     - 1984     MONUMENTED       NGS
 FB3747
 FB3747                          STATION DESCRIPTION
 FB3747
 FB3747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FB3747'4.3 KM (2.65 MI) SOUTH FROM KNOXVILLE.
 FB3747'1.6 KM (1.00 MI) SOUTHEAST ALONG US HIGHWAY 441 FROM THE HENLEY STREET
 FB3747'BRIDGE OVER THE TENNESSEE RIVER IN SOUTH KNOXVILLE, THEN 2.7 KM
 FB3747'(1.70 MI) SOUTHWEST ON STATE HIGHWAY 33 (MARYVILLE PIKE), THEN LEFT
 FB3747'(SOUTHEAST) ON JOE LEWIS ROAD 0.1 KM (0.05 MI) TO THE MARK ON THE
 FB3747'LEFT, 103 M (337.9 FT) SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 33
 FB3747'AND 6.86 M (22.5 FT) NORTH OF THE CENTERLINE OF JOE LEWIS ROAD SET IN
 FB3747'THE TOP OF A CULVERT HEADWALL.
 FB3747'THE MARK IS 1.1 METERS  W FROM  END OF HEADWALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1621 ***********************************************************************
 FC1621  DESIGNATION -  E 293
 FC1621  PID         -  FC1621
 FC1621  STATE/COUNTY-  TN/MARION
 FC1621  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1621
 FC1621                         *CURRENT SURVEY CONTROL
 FC1621  ___________________________________________________________________
 FC1621* NAD 83(1986)-  35 00 28.     (N)    085 39 59.     (W)     SCALED    
 FC1621* NAVD 88     -       228.002  (meters)     748.04   (feet)  ADJUSTED  
 FC1621  ___________________________________________________________________
 FC1621  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FC1621  DYNAMIC HT  -         227.780 (meters)     747.31  (feet)  COMP
 FC1621  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 FC1621
 FC1621  VERT ORDER  -  FIRST     CLASS II
 FC1621
 FC1621.The horizontal coordinates were scaled from a topographic map and have
 FC1621.an estimated accuracy of +/- 6 seconds.
 FC1621
 FC1621.The orthometric height was determined by differential leveling
 FC1621.and adjusted by the National Geodetic Survey in June 1991..
 FC1621
 FC1621.The geoid height was determined by GEOID03.
 FC1621
 FC1621.The dynamic height is computed by dividing the NAVD 88
 FC1621.geopotential number by the normal gravity value computed on the
 FC1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1621.degrees latitude (g = 980.6199 gals.).
 FC1621
 FC1621.The modeled gravity was interpolated from observed gravity values.
 FC1621
 FC1621;                    North         East    Units  Estimated Accuracy
 FC1621;SPC TN       -    74,880.      630,450.      MT  (+/- 180 meters Scaled)
 FC1621
 FC1621                          SUPERSEDED SURVEY CONTROL
 FC1621
 FC1621.No superseded survey control is available for this station.
 FC1621
 FC1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD216747(NAD 83)
 FC1621_MARKER: I = METAL ROD
 FC1621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1621_SP_SET: STAINLESS STEEL ROD
 FC1621_STAMPING: E 293 1983
 FC1621_MARK LOGO: NGS   
 FC1621_PROJECTION: RECESSED 5 CENTIMETERS
 FC1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1621_ROD/PIPE-DEPTH: 7.6  meters
 FC1621
 FC1621  HISTORY     - Date     Condition        Report By
 FC1621  HISTORY     - 1983     MONUMENTED       NGS
 FC1621
 FC1621                          STATION DESCRIPTION
 FC1621
 FC1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1621'4.4 KM (2.75 MI) EAST FROM SOUTH PITTSBURG.
 FC1621'0.1 KM (0.05 MI) NORTH ALONG ELM AVENUE FROM THE POST OFFICE IN SOUTH
 FC1621'PITTSBURG, THENCE 0.1 KM (0.05 MI) EAST ALONG 3RD STREET, THENCE
 FC1621'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 72 (CEDAR AVENUE),
 FC1621'THENCE 3.5 KM (2.2 MI) EASTERLY ALONG STATE HIGHWAY 156, AT THE SMALL
 FC1621'COMMUNITY OF NEW HOPE, 8.04 METERS (26.4 FT) SOUTH-SOUTHWEST OF THE
 FC1621'CENTERLINE OF THE HIGHWAY, 25.97 METERS (85.2 FT) NORTH-NORTHEAST OF
 FC1621'THE NORTHWEST CORNER OF A SMALL HOUSE, 17.07 METERS (56.0 FT)
 FC1621'SOUTHWEST OF THE CENTER OF A PAVED ROAD LEADING NORTHEAST,
 FC1621'13.62 METERS (44.7 FT) SOUTH OF THE CENTER OF A TELEPHONE JUNCTION
 FC1621'BOX, AND 0.73 METERS (2.4 FT) EAST-NORTHEAST OF POWERLINE POLE NUMBER
 FC1621'34 WITH TRANSFORMER.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1621'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 FC1621'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1643 ***********************************************************************
 FC1643  DESIGNATION -  E 294
 FC1643  PID         -  FC1643
 FC1643  STATE/COUNTY-  TN/HAMILTON
 FC1643  USGS QUAD   -  OOLTEWAH (1976)
 FC1643
 FC1643                         *CURRENT SURVEY CONTROL
 FC1643  ___________________________________________________________________
 FC1643* NAD 83(1986)-  35 05 02.     (N)    085 04 28.     (W)     SCALED    
 FC1643* NAVD 88     -       231.284  (meters)     758.80   (feet)  ADJUSTED  
 FC1643  ___________________________________________________________________
 FC1643  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1643  DYNAMIC HT  -         231.053 (meters)     758.05  (feet)  COMP
 FC1643  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 FC1643
 FC1643  VERT ORDER  -  FIRST     CLASS II
 FC1643
 FC1643.The horizontal coordinates were scaled from a topographic map and have
 FC1643.an estimated accuracy of +/- 6 seconds.
 FC1643
 FC1643.The orthometric height was determined by differential leveling
 FC1643.and adjusted by the National Geodetic Survey in June 1991..
 FC1643
 FC1643.The geoid height was determined by GEOID03.
 FC1643
 FC1643.The dynamic height is computed by dividing the NAVD 88
 FC1643.geopotential number by the normal gravity value computed on the
 FC1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1643.degrees latitude (g = 980.6199 gals.).
 FC1643
 FC1643.The modeled gravity was interpolated from observed gravity values.
 FC1643
 FC1643;                    North         East    Units  Estimated Accuracy
 FC1643;SPC TN       -    83,670.      684,410.      MT  (+/- 180 meters Scaled)
 FC1643
 FC1643                          SUPERSEDED SURVEY CONTROL
 FC1643
 FC1643.No superseded survey control is available for this station.
 FC1643
 FC1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD755840(NAD 83)
 FC1643_MARKER: I = METAL ROD
 FC1643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1643_SP_SET: STAINLESS STEEL ROD
 FC1643_STAMPING: E 294 1983
 FC1643_MARK LOGO: NGS   
 FC1643_PROJECTION: FLUSH
 FC1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1643_ROD/PIPE-DEPTH: 5.8  meters
 FC1643
 FC1643  HISTORY     - Date     Condition        Report By
 FC1643  HISTORY     - 1983     MONUMENTED       NGS
 FC1643
 FC1643                          STATION DESCRIPTION
 FC1643
 FC1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1643'1.8 KM (1.1 MI) WEST FROM OOLTEWAH.
 FC1643'1.2 KM (0.75 MI) NORTHWEST ALONG U.S. HIGHWAY 11 AND 64 (LEE HIGHWAY)
 FC1643'FROM THE CHURCH OF GOD CHURCH IN OOLTEWAH, THENCE 0.6 KM (0.35 MI)
 FC1643'SOUTHWEST ALONG INTERSTATE HIGHWAY 75, NEAR A POWERLINE CROSSING,
 FC1643'9.0 METERS (29.5 FT) SOUTH OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 FC1643'THE HIGHWAY, 1.31 METERS (4.3 FT) NORTH-NORTHWEST OF A POWERLINE POLE,
 FC1643'AND 0.46 METERS (1.5 FT) NORTH OF A CHAIN LINK FENCE.  NOTE, THE ROD
 FC1643'WAS DRIVEN TO REFUSAL.
 FC1643'THE MARK IS 1.9 METERS  W FROM A WITNESS POST.
 FC1643'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1605 ***********************************************************************
 FC1605  DESIGNATION -  E 295
 FC1605  PID         -  FC1605
 FC1605  STATE/COUNTY-  TN/BLOUNT
 FC1605  USGS QUAD   -  TALLASSEE (1985)
 FC1605
 FC1605                         *CURRENT SURVEY CONTROL
 FC1605  ___________________________________________________________________
 FC1605* NAD 83(1986)-  35 36 04.     (N)    084 05 47.     (W)     SCALED    
 FC1605* NAVD 88     -       270.656  (meters)     887.98   (feet)  ADJUSTED  
 FC1605  ___________________________________________________________________
 FC1605  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC1605  DYNAMIC HT  -         270.399 (meters)     887.13  (feet)  COMP
 FC1605  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 FC1605
 FC1605  VERT ORDER  -  FIRST     CLASS II
 FC1605
 FC1605.The horizontal coordinates were scaled from a topographic map and have
 FC1605.an estimated accuracy of +/- 6 seconds.
 FC1605
 FC1605.The orthometric height was determined by differential leveling
 FC1605.and adjusted by the National Geodetic Survey in June 1991..
 FC1605
 FC1605.The geoid height was determined by GEOID03.
 FC1605
 FC1605.The dynamic height is computed by dividing the NAVD 88
 FC1605.geopotential number by the normal gravity value computed on the
 FC1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1605.degrees latitude (g = 980.6199 gals.).
 FC1605
 FC1605.The modeled gravity was interpolated from observed gravity values.
 FC1605
 FC1605;                    North         East    Units  Estimated Accuracy
 FC1605;SPC TN       -   142,340.      772,480.      MT  (+/- 180 meters Scaled)
 FC1605
 FC1605                          SUPERSEDED SURVEY CONTROL
 FC1605
 FC1605  NGVD 29 (12/12/91)  270.772  (m)          888.36   (f) ADJUSTED    1 2
 FC1605
 FC1605.Superseded values are not recommended for survey control.
 FC1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1605.See file dsdata.txt to determine how the superseded data were derived.
 FC1605
 FC1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE630435(NAD 83)
 FC1605_MARKER: I = METAL ROD
 FC1605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1605_SP_SET: STAINLESS STEEL ROD
 FC1605_STAMPING: E 295 1983
 FC1605_MARK LOGO: NGS   
 FC1605_PROJECTION: FLUSH
 FC1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1605_ROD/PIPE-DEPTH: 5.3  meters
 FC1605
 FC1605  HISTORY     - Date     Condition        Report By
 FC1605  HISTORY     - 1983     MONUMENTED       NGS
 FC1605
 FC1605                          STATION DESCRIPTION
 FC1605
 FC1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1605'9.5 KM (5.9 MI) NW FROM TALLASSEE.
 FC1605'9.5 KM (5.9 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1605'IN TALLASSEE TO THE MARK ON THE RIGHT, 79.09 METERS (259.5 FT)
 FC1605'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.41 METERS (24.3 FT)
 FC1605'SOUTH OF THE SOUTH CORNER OF A CARPORT ATTACHED TO A BARN, 0.73 METER
 FC1605'(2.4 FT) NORTH-NORTHEAST OF UTILITY POLE 34LI WITH TRANSFORMER.
 FC1605'THE MARK IS 0.55 METERS  SW FROM A WITNESS POST.
 FC1605'THE MARK IS 4.57 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2116 ***********************************************************************
 FE2116  DESIGNATION -  E 297
 FE2116  PID         -  FE2116
 FE2116  STATE/COUNTY-  TN/MCNAIRY
 FE2116  USGS QUAD   -  GUYS (1983)
 FE2116
 FE2116                         *CURRENT SURVEY CONTROL
 FE2116  ___________________________________________________________________
 FE2116* NAD 83(1986)-  35 03 12.     (N)    088 32 11.     (W)     SCALED    
 FE2116* NAVD 88     -       133.334  (meters)     437.45   (feet)  ADJUSTED  
 FE2116  ___________________________________________________________________
 FE2116  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2116  DYNAMIC HT  -         133.208 (meters)     437.03  (feet)  COMP
 FE2116  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FE2116
 FE2116  VERT ORDER  -  FIRST     CLASS II
 FE2116
 FE2116.The horizontal coordinates were scaled from a topographic map and have
 FE2116.an estimated accuracy of +/- 6 seconds.
 FE2116
 FE2116.The orthometric height was determined by differential leveling
 FE2116.and adjusted by the National Geodetic Survey in June 1991..
 FE2116
 FE2116.The geoid height was determined by GEOID03.
 FE2116
 FE2116.The dynamic height is computed by dividing the NAVD 88
 FE2116.geopotential number by the normal gravity value computed on the
 FE2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2116.degrees latitude (g = 980.6199 gals.).
 FE2116
 FE2116.The modeled gravity was interpolated from observed gravity values.
 FE2116
 FE2116;                    North         East    Units  Estimated Accuracy
 FE2116;SPC TN       -    82,880.      368,630.      MT  (+/- 180 meters Scaled)
 FE2116
 FE2116                          SUPERSEDED SURVEY CONTROL
 FE2116
 FE2116.No superseded survey control is available for this station.
 FE2116
 FE2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD598800(NAD 83)
 FE2116_MARKER: I = METAL ROD
 FE2116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2116_SP_SET: STAINLESS STEEL ROD
 FE2116_STAMPING: E 297 1983
 FE2116_MARK LOGO: NGS   
 FE2116_PROJECTION: FLUSH
 FE2116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2116_ROD/PIPE-DEPTH: 8.53 meters
 FE2116
 FE2116  HISTORY     - Date     Condition        Report By
 FE2116  HISTORY     - 1983     MONUMENTED       NGS
 FE2116  HISTORY     - 20020409 MARK NOT FOUND   USACE
 FE2116
 FE2116                          STATION DESCRIPTION
 FE2116
 FE2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2116'13.7 KM (8.5 MI) NORTH FROM CORINTH MS.
 FE2116'13.7 KM (8.5 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2116'CORINTH, MISSISSIPPI TO THE MARK ON THE LEFT, 10.09 METERS (33.1 FT)
 FE2116'WEST OF THE CENTERLINE OF THE HIGHWAY, 74.77 METERS (245.3 FT)
 FE2116'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE ONE LEVEL BRICK HOUSE,
 FE2116'7.47 METERS (24.5 FT) NORTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY
 FE2116'LEADING TO THE HOUSE, AND 0.73 METER (2.4 FT) NORTH OF THE NORTH FACE
 FE2116'OF THE NORTH ONE OF TWO BRICK ENTRANCE MARKERS.
 FE2116'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 FE2116'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2116
 FE2116                          STATION RECOVERY (2002)
 FE2116
 FE2116'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2116'STATION IS SUSPECTED DESTROYED DUE TO NEW HWY 45 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2142 ***********************************************************************
 FE2142  DESIGNATION -  E 298
 FE2142  PID         -  FE2142
 FE2142  STATE/COUNTY-  TN/HARDEMAN
 FE2142  USGS QUAD   -  MIDDLETON (1980)
 FE2142
 FE2142                         *CURRENT SURVEY CONTROL
 FE2142  ___________________________________________________________________
 FE2142* NAD 83(1986)-  35 02 15.     (N)    088 56 51.     (W)     SCALED    
 FE2142* NAVD 88     -       135.175  (meters)     443.49   (feet)  ADJUSTED  
 FE2142  ___________________________________________________________________
 FE2142  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2142  DYNAMIC HT  -         135.047 (meters)     443.07  (feet)  COMP
 FE2142  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 FE2142
 FE2142  VERT ORDER  -  FIRST     CLASS II
 FE2142
 FE2142.The horizontal coordinates were scaled from a topographic map and have
 FE2142.an estimated accuracy of +/- 6 seconds.
 FE2142
 FE2142.The orthometric height was determined by differential leveling
 FE2142.and adjusted by the National Geodetic Survey in June 1991..
 FE2142
 FE2142.The geoid height was determined by GEOID03.
 FE2142
 FE2142.The dynamic height is computed by dividing the NAVD 88
 FE2142.geopotential number by the normal gravity value computed on the
 FE2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2142.degrees latitude (g = 980.6199 gals.).
 FE2142
 FE2142.The modeled gravity was interpolated from observed gravity values.
 FE2142
 FE2142;                    North         East    Units  Estimated Accuracy
 FE2142;SPC TN       -    82,180.      331,080.      MT  (+/- 180 meters Scaled)
 FE2142
 FE2142                          SUPERSEDED SURVEY CONTROL
 FE2142
 FE2142.No superseded survey control is available for this station.
 FE2142
 FE2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD223789(NAD 83)
 FE2142_MARKER: I = METAL ROD
 FE2142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2142_SP_SET: STAINLESS STEEL ROD
 FE2142_STAMPING: E 298 1983
 FE2142_MARK LOGO: NGS   
 FE2142_PROJECTION: FLUSH
 FE2142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2142_ROD/PIPE-DEPTH: 9.75 meters
 FE2142
 FE2142  HISTORY     - Date     Condition        Report By
 FE2142  HISTORY     - 1983     MONUMENTED       NGS
 FE2142  HISTORY     - 20020410 MARK NOT FOUND   USACE
 FE2142
 FE2142                          STATION DESCRIPTION
 FE2142
 FE2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2142'7.5 KM (4.65 MI) WEST FROM MIDDLETON.
 FE2142'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2142'SOUTHERN RAILROAD IN MIDDLETON, THENCE 5.1 KM (3.15 MI) WEST ALONG
 FE2142'STATE HIGHWAY 57 TO A BRIDGE OVER PORTERS CREEK AND THE MARK NORTHWEST
 FE2142'OF THE NORTHWEST ABUTMENT OF THE BRIDGE ON THE RIGHT, 14.51 METERS
 FE2142'(47.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.47 METERS
 FE2142'(40.9 FT) WEST-NORTHWEST OF POWERLINE POLE NUMBER 43, 11.76 METERS
 FE2142'(38.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE OVER PORTER
 FE2142'CREEK, 4.27 METERS (14.0 FT) WEST OF THE CENTER OF AN ACCESS ROAD TO A
 FE2142'FIELD, AND 0.91 METER (3.0 FT) SOUTH OF A WIRE FENCE.
 FE2142'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2142'THE MARK IS 0.91 M BELOW HIGHWAY.
 FE2142
 FE2142                          STATION RECOVERY (2002)
 FE2142
 FE2142'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2169 ***********************************************************************
 FE2169  DESIGNATION -  E 299
 FE2169  PID         -  FE2169
 FE2169  STATE/COUNTY-  TN/FAYETTE
 FE2169  USGS QUAD   -  MOSCOW (1965)
 FE2169
 FE2169                         *CURRENT SURVEY CONTROL
 FE2169  ___________________________________________________________________
 FE2169* NAD 83(1995)-  35 03 25.31030(N)    089 25 16.63789(W)     ADJUSTED  
 FE2169* NAVD 88     -       107.084  (meters)     351.32   (feet)  ADJUSTED  
 FE2169  ___________________________________________________________________
 FE2169  X           -      52,792.610 (meters)                     COMP
 FE2169  Y           -  -5,226,593.615 (meters)                     COMP
 FE2169  Z           -   3,643,093.530 (meters)                     COMP
 FE2169  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FE2169  ELLIP HEIGHT-          79.42  (meters)          (02/20/01) GPS OBS
 FE2169  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2169  DYNAMIC HT  -         106.983 (meters)     350.99  (feet)  COMP
 FE2169  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 FE2169
 FE2169  HORZ ORDER  -  FIRST
 FE2169  VERT ORDER  -  FIRST     CLASS II
 FE2169  ELLP ORDER  -  SECOND    CLASS I
 FE2169
 FE2169.The horizontal coordinates were established by GPS observations
 FE2169.and adjusted by the National Geodetic Survey in February 2001..
 FE2169
 FE2169.The orthometric height was determined by differential leveling
 FE2169.and adjusted by the National Geodetic Survey in June 1991..
 FE2169
 FE2169.Photographs are available for this station.
 FE2169
 FE2169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2169
 FE2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2169
 FE2169.The ellipsoidal height was determined by GPS observations
 FE2169.and is referenced to NAD 83.
 FE2169
 FE2169.The geoid height was determined by GEOID03.
 FE2169
 FE2169.The dynamic height is computed by dividing the NAVD 88
 FE2169.geopotential number by the normal gravity value computed on the
 FE2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2169.degrees latitude (g = 980.6199 gals.).
 FE2169
 FE2169.The modeled gravity was interpolated from observed gravity values.
 FE2169
 FE2169;                    North         East     Units Scale Factor Converg.
 FE2169;SPC TN       -    85,750.465   287,944.898   MT  1.00003966   -2 00 10.6
 FE2169;SPC TN       -   281,332.98    944,699.22   sFT  1.00003966   -2 00 10.6
 FE2169;UTM  16      - 3,882,048.499   279,184.303   MT  1.00020097   -1 23 28.8
 FE2169
 FE2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2169!SPC TN       -   0.99998753  x   1.00003966  =   1.00002719
 FE2169!UTM  16      -   0.99998753  x   1.00020097  =   1.00018850
 FE2169
 FE2169                          SUPERSEDED SURVEY CONTROL
 FE2169
 FE2169  NAVD 88 (02/20/01)  107.08   (m)          351.3    (f) LEVELING    3  
 FE2169
 FE2169.Superseded values are not recommended for survey control.
 FE2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2169.See file dsdata.txt to determine how the superseded data were derived.
 FE2169
 FE2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7918482048(NAD 83)
 FE2169_MARKER: I = METAL ROD
 FE2169_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2169_SP_SET: STAINLESS STEEL ROD
 FE2169_STAMPING: E 299 1983
 FE2169_MARK LOGO: NGS   
 FE2169_PROJECTION: FLUSH
 FE2169_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2169+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2169_ROD/PIPE-DEPTH: 9.75 meters
 FE2169
 FE2169  HISTORY     - Date     Condition        Report By
 FE2169  HISTORY     - 1983     MONUMENTED       NGS
 FE2169  HISTORY     - 1999     GOOD             LOWE
 FE2169  HISTORY     - 20020924 GOOD             USACE
 FE2169  HISTORY     - 20060222 GOOD             TVA
 FE2169  HISTORY     - 20060506 GOOD             GEOCAC
 FE2169
 FE2169                          STATION DESCRIPTION
 FE2169
 FE2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2169'2.6 KM (1.6 MI) WEST FROM MOSCOW.
 FE2169'2.6 KM (1.6 MI) WEST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF STATE
 FE2169'HIGHWAY 76 NORTH IN MOSCOW TO THE MARK ON THE LEFT, 9.23 METERS
 FE2169'(30.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.94 METERS
 FE2169'(32.6 FT) WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 5.79 METERS
 FE2169'(19.0 FT) NORTH OF A FENCE LINE, 4.27 METERS (14.0 FT) EAST-SOUTHEAST
 FE2169'OF THE WEST ONE OF TWO POWERLINE POLES SUPPORTING THREE TRANSFORMERS,
 FE2169'3.23 METERS (10.6 FT) EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX, AND
 FE2169'0.67 METERS (2.2 FT) SOUTH OF THE EAST ONE OF TWO POWERLINE POLES
 FE2169'SUPPORTING THREE TRANSFORMERS.
 FE2169'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2169'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2169
 FE2169                          STATION RECOVERY (1999)
 FE2169
 FE2169'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2169'RECOVERED 1999
 FE2169'RECOVERED IN GOOD CONDITION. NEW REFERENCES AS FOLLOWS. THE
 FE2169'STATION IS 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 57, 8.2
 FE2169'M
 FE2169'(27.0 FT) WEST OF THE APPROXIMATE CENTER OF A DRIVE TO A FIELD, 4.6 M
 FE2169'(15.0 FT) NORTH OF A FENCE LINE, AND 4.1 M (13.6 FT) EAST-SOUTHEAST OF
 FE2169'A
 FE2169'POWER POLE. THE WITNESS POST PREVIOUSLY DESCRIBED IS MISSING.
 FE2169' 
 FE2169' 
 FE2169'
 FE2169
 FE2169                          STATION RECOVERY (2002)
 FE2169
 FE2169'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2169'DROVE WITNESS POST 1.0 FT S OF MARK.
 FE2169
 FE2169                          STATION RECOVERY (2006)
 FE2169
 FE2169'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 FE2169'RECOVERED IN GOOD CONDITION.
 FE2169
 FE2169                          STATION RECOVERY (2006)
 FE2169
 FE2169'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2169'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1148 ***********************************************************************
 GC1148  DESIGNATION -  E 3
 GC1148  PID         -  GC1148
 GC1148  STATE/COUNTY-  TN/MONTGOMERY
 GC1148  USGS QUAD   -  GUTHRIE (1983)
 GC1148
 GC1148                         *CURRENT SURVEY CONTROL
 GC1148  ___________________________________________________________________
 GC1148* NAD 83(1986)-  36 38 03.     (N)    087 11 13.     (W)     SCALED    
 GC1148* NAVD 88     -       167.767  (meters)     550.42   (feet)  ADJUSTED  
 GC1148  ___________________________________________________________________
 GC1148  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC1148  DYNAMIC HT  -         167.632 (meters)     549.97  (feet)  COMP
 GC1148  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 GC1148
 GC1148  VERT ORDER  -  FIRST     CLASS II
 GC1148
 GC1148.The horizontal coordinates were scaled from a topographic map and have
 GC1148.an estimated accuracy of +/- 6 seconds.
 GC1148
 GC1148.The orthometric height was determined by differential leveling
 GC1148.and adjusted by the National Geodetic Survey in June 1991..
 GC1148
 GC1148.The geoid height was determined by GEOID03.
 GC1148
 GC1148.The dynamic height is computed by dividing the NAVD 88
 GC1148.geopotential number by the normal gravity value computed on the
 GC1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1148.degrees latitude (g = 980.6199 gals.).
 GC1148
 GC1148.The modeled gravity was interpolated from observed gravity values.
 GC1148
 GC1148;                    North         East    Units  Estimated Accuracy
 GC1148;SPC TN       -   255,930.      493,840.      MT  (+/- 180 meters Scaled)
 GC1148
 GC1148                          SUPERSEDED SURVEY CONTROL
 GC1148
 GC1148  NGVD 29 (??/??/92)  167.847  (m)          550.68   (f) ADJ UNCH    1 2
 GC1148
 GC1148.Superseded values are not recommended for survey control.
 GC1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1148.See file dsdata.txt to determine how the superseded data were derived.
 GC1148
 GC1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF832543(NAD 83)
 GC1148_MARKER: DB = BENCH MARK DISK
 GC1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1148_STAMPING: E 3 1921
 GC1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1148+STABILITY: SURFACE MOTION
 GC1148
 GC1148  HISTORY     - Date     Condition        Report By
 GC1148  HISTORY     - 1921     MONUMENTED       CGS
 GC1148  HISTORY     - 1954     MARK NOT FOUND   NGS
 GC1148
 GC1148                          STATION DESCRIPTION
 GC1148
 GC1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 GC1148'2 MI NE FROM BELDON.
 GC1148'2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1148'FROM BELDON, MONTGOMERY COUNTY, 800 FEET NORTHEAST OF A ROAD
 GC1148'CROSSING, AND IN LINE WITH A ROW OF POLES SOUTHEAST OF THE TRACK.
 GC1148'A STANDARD DISK, STAMPED E 3 1921 AND SET IN THE TOP OF A CONCRETE
 GC1148'POST.
 GC1148
 GC1148                          STATION RECOVERY (1954)
 GC1148
 GC1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GC1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0746 ***********************************************************************
 FD0746  DESIGNATION -  E 30
 FD0746  PID         -  FD0746
 FD0746  STATE/COUNTY-  TN/MAURY
 FD0746  USGS QUAD   -  COLUMBIA (1989)
 FD0746
 FD0746                         *CURRENT SURVEY CONTROL
 FD0746  ___________________________________________________________________
 FD0746* NAD 83(1986)-  35 34 14.     (N)    087 00 19.     (W)     SCALED    
 FD0746* NAVD 88     -       207.802  (meters)     681.76   (feet)  ADJUSTED  
 FD0746  ___________________________________________________________________
 FD0746  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0746  DYNAMIC HT  -         207.618 (meters)     681.16  (feet)  COMP
 FD0746  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 FD0746
 FD0746  VERT ORDER  -  SECOND    CLASS 0
 FD0746
 FD0746.The horizontal coordinates were scaled from a topographic map and have
 FD0746.an estimated accuracy of +/- 6 seconds.
 FD0746
 FD0746.The orthometric height was determined by differential leveling
 FD0746.and adjusted by the National Geodetic Survey in June 1991..
 FD0746
 FD0746.The geoid height was determined by GEOID03.
 FD0746
 FD0746.The dynamic height is computed by dividing the NAVD 88
 FD0746.geopotential number by the normal gravity value computed on the
 FD0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0746.degrees latitude (g = 980.6199 gals.).
 FD0746
 FD0746.The modeled gravity was interpolated from observed gravity values.
 FD0746
 FD0746;                    North         East    Units  Estimated Accuracy
 FD0746;SPC TN       -   137,740.      508,880.      MT  (+/- 180 meters Scaled)
 FD0746
 FD0746                          SUPERSEDED SURVEY CONTROL
 FD0746
 FD0746  NGVD 29 (??/??/92)  207.780  (m)          681.69   (f) ADJ UNCH    2 0
 FD0746
 FD0746.Superseded values are not recommended for survey control.
 FD0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0746.See file dsdata.txt to determine how the superseded data were derived.
 FD0746
 FD0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE995363(NAD 83)
 FD0746_MARKER: DB = BENCH MARK DISK
 FD0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0746_STAMPING: E 30 1934
 FD0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0746+STABILITY: SURFACE MOTION
 FD0746
 FD0746  HISTORY     - Date     Condition        Report By
 FD0746  HISTORY     - 1934     MONUMENTED       CGS
 FD0746  HISTORY     - 1953     GOOD             NGS
 FD0746  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0746
 FD0746                          STATION DESCRIPTION
 FD0746
 FD0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD0746'3.1 MI SE FROM COLUMBIA.
 FD0746'3.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0746'FROM THE STATION AT COLUMBIA, ABOUT 700 FEET NORTHWEST OF
 FD0746'MILEPOST L 236, ONE RAIL SOUTHEAST OF A PRIVATE-ROAD CROSSING,
 FD0746'20 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 20 FEET SOUTHEAST
 FD0746'OF A GATE, AND 2 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK,
 FD0746'STAMPED E 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0746
 FD0746                          STATION RECOVERY (1984)
 FD0746
 FD0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0746'NOT RECOVERED, NOT ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2168 ***********************************************************************
 FE2168  DESIGNATION -  E 300
 FE2168  PID         -  FE2168
 FE2168  STATE/COUNTY-  TN/FAYETTE
 FE2168  USGS QUAD   -  MOSCOW (1965)
 FE2168
 FE2168                         *CURRENT SURVEY CONTROL
 FE2168  ___________________________________________________________________
 FE2168* NAD 83(1986)-  35 03 38.     (N)    089 24 14.     (W)     SCALED    
 FE2168* NAVD 88     -       109.218  (meters)     358.33   (feet)  ADJUSTED  
 FE2168  ___________________________________________________________________
 FE2168  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2168  DYNAMIC HT  -         109.115 (meters)     357.99  (feet)  COMP
 FE2168  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 FE2168
 FE2168  VERT ORDER  -  FIRST     CLASS II
 FE2168
 FE2168.The horizontal coordinates were scaled from a topographic map and have
 FE2168.an estimated accuracy of +/- 6 seconds.
 FE2168
 FE2168.The orthometric height was determined by differential leveling
 FE2168.and adjusted by the National Geodetic Survey in June 1991..
 FE2168
 FE2168.The geoid height was determined by GEOID03.
 FE2168
 FE2168.The dynamic height is computed by dividing the NAVD 88
 FE2168.geopotential number by the normal gravity value computed on the
 FE2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2168.degrees latitude (g = 980.6199 gals.).
 FE2168
 FE2168.The modeled gravity was interpolated from observed gravity values.
 FE2168
 FE2168;                    North         East    Units  Estimated Accuracy
 FE2168;SPC TN       -    86,090.      289,550.      MT  (+/- 180 meters Scaled)
 FE2168
 FE2168                          SUPERSEDED SURVEY CONTROL
 FE2168
 FE2168.No superseded survey control is available for this station.
 FE2168
 FE2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD807824(NAD 83)
 FE2168_MARKER: I = METAL ROD
 FE2168_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2168_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2168_STAMPING: E 300 1983
 FE2168_MARK LOGO: NGS   
 FE2168_PROJECTION: RECESSED 4 CENTIMETERS
 FE2168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2168+STABILITY: POSITION/ELEVATION WELL
 FE2168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2168+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE2168_ROD/PIPE-DEPTH: 23.2 meters
 FE2168_SLEEVE-DEPTH  : 6.09 meters
 FE2168
 FE2168  HISTORY     - Date     Condition        Report By
 FE2168  HISTORY     - 1983     MONUMENTED       NGS
 FE2168  HISTORY     - 20020924 GOOD             USACE
 FE2168
 FE2168                          STATION DESCRIPTION
 FE2168
 FE2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2168'IN MOSCOW.
 FE2168'IN MOSCOW, SET IN THE LAWN AT THE NORTHWEST CORNER OF THE MORRIS
 FE2168'MEMORIAL BAPTIST CHURCH, 19.50 METERS (64.0 FT) EAST OF THE CENTERLINE
 FE2168'OF MEMPHIS STREET, 11.34 METERS (37.2 FT) SOUTHEAST OF A FIRE HYDRANT,
 FE2168'7.31 METERS (24.0 FT) WEST-NORTHWEST OF THE CENTER OF TWO DOORS AT THE
 FE2168'MAIN ENTRANCE TO THE CHURCH, 4.26 METERS (14.0 FT) NORTHWEST OF THE
 FE2168'NORTHWEST CORNER OF THE CHURCH, 11.58 METERS (38.0 FT) SOUTH OF THE
 FE2168'CENTER OF THIRD STREET, AND 1.64 METERS (5.4 FT) EAST OF THE EAST LEG
 FE2168'OF THE CHURCH SIGN.
 FE2168'THE MARK IS 1.22 M ABOVE MEMPHIS STREET.
 FE2168
 FE2168                          STATION RECOVERY (2002)
 FE2168
 FE2168'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2168'CHURCH SIGN HAS BEEN MOVED. ALL OTHER REFERENCES OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1355 ***********************************************************************
 FD1355  DESIGNATION -  E 301
 FD1355  PID         -  FD1355
 FD1355  STATE/COUNTY-  TN/LAWRENCE
 FD1355  USGS QUAD   -  ST JOSEPH (1976)
 FD1355
 FD1355                         *CURRENT SURVEY CONTROL
 FD1355  ___________________________________________________________________
 FD1355* NAD 83(1986)-  35 02 28.     (N)    087 31 57.     (W)     SCALED    
 FD1355* NAVD 88     -       238.878  (meters)     783.72   (feet)  ADJUSTED  
 FD1355  ___________________________________________________________________
 FD1355  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD1355  DYNAMIC HT  -         238.652 (meters)     782.98  (feet)  COMP
 FD1355  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 FD1355
 FD1355  VERT ORDER  -  FIRST     CLASS II
 FD1355
 FD1355.The horizontal coordinates were scaled from a topographic map and have
 FD1355.an estimated accuracy of +/- 6 seconds.
 FD1355
 FD1355.The orthometric height was determined by differential leveling
 FD1355.and adjusted by the National Geodetic Survey in June 1991..
 FD1355
 FD1355.The geoid height was determined by GEOID03.
 FD1355
 FD1355.The dynamic height is computed by dividing the NAVD 88
 FD1355.geopotential number by the normal gravity value computed on the
 FD1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1355.degrees latitude (g = 980.6199 gals.).
 FD1355
 FD1355.The modeled gravity was interpolated from observed gravity values.
 FD1355
 FD1355;                    North         East    Units  Estimated Accuracy
 FD1355;SPC TN       -    79,620.      460,170.      MT  (+/- 180 meters Scaled)
 FD1355
 FD1355                          SUPERSEDED SURVEY CONTROL
 FD1355
 FD1355.No superseded survey control is available for this station.
 FD1355
 FD1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD514777(NAD 83)
 FD1355_MARKER: I = METAL ROD
 FD1355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1355_SP_SET: STAINLESS STEEL ROD
 FD1355_STAMPING: E 301 1983
 FD1355_MARK LOGO: NGS   
 FD1355_PROJECTION: FLUSH
 FD1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1355_ROD/PIPE-DEPTH: 5.49 meters
 FD1355
 FD1355  HISTORY     - Date     Condition        Report By
 FD1355  HISTORY     - 1983     MONUMENTED       NGS
 FD1355
 FD1355                          STATION DESCRIPTION
 FD1355
 FD1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1355'2.9 KM (1.8 MI) WEST FROM ST JOSEPH.
 FD1355'0.1 KM (0.05 MI) WEST ALONG WALNUT STREET FROM THE POST OFFICE IN ST.
 FD1355'JOSEPH TO THE JUNCTION OF MAIN STREET, THENCE 0.2 KM (0.1 MI) NORTH
 FD1355'ALONG MAIN STREET TO THE JUNCTION OF IRON CITY ROAD, THENCE 2.6 KM
 FD1355'1.65 MI) WEST TO MARK ON THE LEFT, 8.69 METERS (28.5 FT) SOUTH OF THE
 FD1355'CENTERLINE OF THE ROAD, 18.17 METERS (59.6 FT) EAST OF THE APPROXIMATE
 FD1355'CENTER OF THE DRIVEWAY TO A SMALL ONE LEVEL HOUSE, 14.69 METERS (48.2
 FD1355'FT ) EAST-SOUTHEAST OF A 2 FOOT DIAMETER CONCRETE CULVERT UNDER THE
 FD1355'DRIVEWAY, AND 4.88 METERS (16.0 FT) WEST OF A ROW OF TREES.
 FD1355'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FD1355'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1388 ***********************************************************************
 FD1388  DESIGNATION -  E 302
 FD1388  PID         -  FD1388
 FD1388  STATE/COUNTY-  TN/MAURY
 FD1388  USGS QUAD   -  CARTERS CREEK (1982)
 FD1388
 FD1388                         *CURRENT SURVEY CONTROL
 FD1388  ___________________________________________________________________
 FD1388* NAD 83(1986)-  35 42 55.     (N)    086 58 19.     (W)     SCALED    
 FD1388* NAVD 88     -       219.393  (meters)     719.79   (feet)  ADJUSTED  
 FD1388  ___________________________________________________________________
 FD1388  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1388  DYNAMIC HT  -         219.200 (meters)     719.16  (feet)  COMP
 FD1388  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 FD1388
 FD1388  VERT ORDER  -  FIRST     CLASS II
 FD1388
 FD1388.The horizontal coordinates were scaled from a topographic map and have
 FD1388.an estimated accuracy of +/- 6 seconds.
 FD1388
 FD1388.The orthometric height was determined by differential leveling
 FD1388.and adjusted by the National Geodetic Survey in June 1991..
 FD1388
 FD1388.The geoid height was determined by GEOID03.
 FD1388
 FD1388.The dynamic height is computed by dividing the NAVD 88
 FD1388.geopotential number by the normal gravity value computed on the
 FD1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1388.degrees latitude (g = 980.6199 gals.).
 FD1388
 FD1388.The modeled gravity was interpolated from observed gravity values.
 FD1388
 FD1388;                    North         East    Units  Estimated Accuracy
 FD1388;SPC TN       -   153,760.      512,060.      MT  (+/- 180 meters Scaled)
 FD1388
 FD1388                          SUPERSEDED SURVEY CONTROL
 FD1388
 FD1388.No superseded survey control is available for this station.
 FD1388
 FD1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE025523(NAD 83)
 FD1388_MARKER: I = METAL ROD
 FD1388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1388_SP_SET: STAINLESS STEEL ROD
 FD1388_STAMPING: E 302 1984
 FD1388_MARK LOGO: NGS   
 FD1388_PROJECTION: FLUSH
 FD1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1388_ROD/PIPE-DEPTH: 7.01 meters
 FD1388
 FD1388  HISTORY     - Date     Condition        Report By
 FD1388  HISTORY     - 1984     MONUMENTED       NGS
 FD1388
 FD1388                          STATION DESCRIPTION
 FD1388
 FD1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1388'13.4 KM (8.35 MI) NORTH FROM COLUMBIA.
 FD1388'0.5 KM (0.3 MI) EAST ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1388'COLUMBIA, THENCE 12.9 KM (8.05 MI) NORTH ALONG U.S. HIGHWAY 31 TO A
 FD1388'ROADSIDE PARK AND THE MARK ON THE LEFT, 13.01 METERS (42.7 FT) WEST OF
 FD1388'THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 34.50 METERS
 FD1388'(113.2 FT) EAST OF THE APPROXIMATE CENTER OF AN ASPHALT ROAD RUNNING
 FD1388'THROUGH THE PARK, 23.93 METERS (78.5 FT) NORTHEAST OF A LIGHT POLE,
 FD1388'15.39 METERS (50.5 FT) SOUTH OF A LONE TREE, 4.72 METERS (15.5 FT)
 FD1388'EAST OF THE GUY WIRE ANCHOR FOR A POWERLINE POLE, AND 1.01 METERS
 FD1388'(3.3 FT) WEST OF A POWERLINE POLE WITH A GUY WIRE.
 FD1388'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FD1388'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1372 ***********************************************************************
 FD1372  DESIGNATION -  E 303
 FD1372  PID         -  FD1372
 FD1372  STATE/COUNTY-  TN/LAWRENCE
 FD1372  USGS QUAD   -  SUMMERTOWN (1976)
 FD1372
 FD1372                         *CURRENT SURVEY CONTROL
 FD1372  ___________________________________________________________________
 FD1372* NAD 83(1986)-  35 26 07.     (N)    087 18 17.     (W)     SCALED    
 FD1372* NAVD 88     -       308.037  (meters)    1010.62   (feet)  ADJUSTED  
 FD1372  ___________________________________________________________________
 FD1372  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1372  DYNAMIC HT  -         307.752 (meters)    1009.68  (feet)  COMP
 FD1372  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 FD1372
 FD1372  VERT ORDER  -  FIRST     CLASS II
 FD1372
 FD1372.The horizontal coordinates were scaled from a topographic map and have
 FD1372.an estimated accuracy of +/- 6 seconds.
 FD1372
 FD1372.The orthometric height was determined by differential leveling
 FD1372.and adjusted by the National Geodetic Survey in June 1991..
 FD1372
 FD1372.The geoid height was determined by GEOID03.
 FD1372
 FD1372.The dynamic height is computed by dividing the NAVD 88
 FD1372.geopotential number by the normal gravity value computed on the
 FD1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1372.degrees latitude (g = 980.6199 gals.).
 FD1372
 FD1372.The modeled gravity was interpolated from observed gravity values.
 FD1372
 FD1372;                    North         East    Units  Estimated Accuracy
 FD1372;SPC TN       -   123,050.      481,540.      MT  (+/- 180 meters Scaled)
 FD1372
 FD1372                          SUPERSEDED SURVEY CONTROL
 FD1372
 FD1372.No superseded survey control is available for this station.
 FD1372
 FD1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE723213(NAD 83)
 FD1372_MARKER: I = METAL ROD
 FD1372_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1372_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1372_STAMPING: E 303 1984
 FD1372_MARK LOGO: NGS   
 FD1372_PROJECTION: RECESSED 4 CENTIMETERS
 FD1372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1372+STABILITY: POSITION/ELEVATION WELL
 FD1372_ROD/PIPE-DEPTH: 10.4 meters
 FD1372_SLEEVE-DEPTH  : 6.4 meters
 FD1372
 FD1372  HISTORY     - Date     Condition        Report By
 FD1372  HISTORY     - 1984     MONUMENTED       NGS
 FD1372
 FD1372                          STATION DESCRIPTION
 FD1372
 FD1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1372'IN SUMMERTOWN.
 FD1372'IN SUMMERTOWN, SET IN THE LAWN AT THE NORTHEAST CORNER OF THE POST
 FD1372'OFFICE, 0.8 KM (0.5 MI) WEST OF THE LOUISVILLE NASHVILLE RAILROAD
 FD1372'TRACKS AT THE CROSSING OF STATE HIGHWAY 20, 28.04 METERS (92.0 FT)
 FD1372'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.36 METERS (34.0 FT)
 FD1372'WEST-SOUTHWEST OF THE FLAGPOLE, 0.82 METERS (2.7 FT) WEST OF THE EAST
 FD1372'CURB OF A PARKING LOT ON THE EAST SIDE OF THE POST OFFICE, 1.68 METERS
 FD1372'(5.5 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK IN FRONT OF THE POST
 FD1372'OFFICE, AND 2.44 METERS (8.0 FT) NORTH OF THE NORTHEAST CORNER OF THE
 FD1372'POST OFFICE.
 FD1372'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1976 ***********************************************************************
 GC1976  DESIGNATION -  E 304
 GC1976  PID         -  GC1976
 GC1976  STATE/COUNTY-  TN/DAVIDSON
 GC1976  USGS QUAD   -  SCOTTSBORO (1983)
 GC1976
 GC1976                         *CURRENT SURVEY CONTROL
 GC1976  ___________________________________________________________________
 GC1976* NAD 83(1986)-  36 12 39.     (N)    086 54 43.     (W)     SCALED    
 GC1976* NAVD 88     -       161.270  (meters)     529.10   (feet)  ADJUSTED  
 GC1976  ___________________________________________________________________
 GC1976  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC1976  DYNAMIC HT  -         161.131 (meters)     528.64  (feet)  COMP
 GC1976  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC1976
 GC1976  VERT ORDER  -  FIRST     CLASS II
 GC1976
 GC1976.The horizontal coordinates were scaled from a topographic map and have
 GC1976.an estimated accuracy of +/- 6 seconds.
 GC1976
 GC1976.The orthometric height was determined by differential leveling
 GC1976.and adjusted by the National Geodetic Survey in June 1991..
 GC1976
 GC1976.The geoid height was determined by GEOID03.
 GC1976
 GC1976.The dynamic height is computed by dividing the NAVD 88
 GC1976.geopotential number by the normal gravity value computed on the
 GC1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1976.degrees latitude (g = 980.6199 gals.).
 GC1976
 GC1976.The modeled gravity was interpolated from observed gravity values.
 GC1976
 GC1976;                    North         East    Units  Estimated Accuracy
 GC1976;SPC TN       -   208,690.      518,000.      MT  (+/- 180 meters Scaled)
 GC1976
 GC1976                          SUPERSEDED SURVEY CONTROL
 GC1976
 GC1976.No superseded survey control is available for this station.
 GC1976
 GC1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF079073(NAD 83)
 GC1976_MARKER: DB = BENCH MARK DISK
 GC1976_SETTING: 66 = SET IN ROCK OUTCROP
 GC1976_SP_SET: ROCK OUTCROP
 GC1976_STAMPING: E 304 1984
 GC1976_MARK LOGO: NGS   
 GC1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1976
 GC1976  HISTORY     - Date     Condition        Report By
 GC1976  HISTORY     - 1984     MONUMENTED       NGS
 GC1976
 GC1976                          STATION DESCRIPTION
 GC1976
 GC1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1976'8.7 KM (5.4 MI) NW FROM NASHVILLE.
 GC1976'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 41 FROM THE
 GC1976'NORTHWEST END OF THE CUMBERLAND RIVER BRIDGE IN NASHVILLE, THENCE
 GC1976'7.6 KM (4.7 MI) WEST ALONG STATE HIGHWAY 12 TO THE MARK SET IN THE
 GC1976'EAST END OF A ROCK CUT ON THE RIGHT, 7.01 METERS (23.0 FT) NORTH OF
 GC1976'THE CENTERLINE OF THE HIGHWAY, 19.29 METERS (63.3 FT) WEST OF
 GC1976'POWERLINE POLE NUMBER 155, 3.72 METERS (12.2 FT) SOUTH OF A WIRE
 GC1976'FENCE, AND 0.15 METERS (0.5 FT) NORTH OF THE SOUTH EDGE OF THE ROCK
 GC1976'LEDGE.
 GC1976'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 GC1976'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2000 ***********************************************************************
 GC2000  DESIGNATION -  E 305
 GC2000  PID         -  GC2000
 GC2000  STATE/COUNTY-  TN/MONTGOMERY
 GC2000  USGS QUAD   -  HENRIETTA (1983)
 GC2000
 GC2000                         *CURRENT SURVEY CONTROL
 GC2000  ___________________________________________________________________
 GC2000* NAD 83(1986)-  36 24 48.     (N)    087 12 22.     (W)     SCALED    
 GC2000* NAVD 88     -       193.137  (meters)     633.65   (feet)  ADJUSTED  
 GC2000  ___________________________________________________________________
 GC2000  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2000  DYNAMIC HT  -         192.976 (meters)     633.12  (feet)  COMP
 GC2000  MODELED GRAV-     979,792.4   (mgal)                       NAVD 88
 GC2000
 GC2000  VERT ORDER  -  FIRST     CLASS II
 GC2000
 GC2000.The horizontal coordinates were scaled from a topographic map and have
 GC2000.an estimated accuracy of +/- 6 seconds.
 GC2000
 GC2000.The orthometric height was determined by differential leveling
 GC2000.and adjusted by the National Geodetic Survey in June 1991..
 GC2000
 GC2000.The geoid height was determined by GEOID03.
 GC2000
 GC2000.The dynamic height is computed by dividing the NAVD 88
 GC2000.geopotential number by the normal gravity value computed on the
 GC2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2000.degrees latitude (g = 980.6199 gals.).
 GC2000
 GC2000.The modeled gravity was interpolated from observed gravity values.
 GC2000
 GC2000;                    North         East    Units  Estimated Accuracy
 GC2000;SPC TN       -   231,450.      491,830.      MT  (+/- 180 meters Scaled)
 GC2000
 GC2000                          SUPERSEDED SURVEY CONTROL
 GC2000
 GC2000.No superseded survey control is available for this station.
 GC2000
 GC2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF815298(NAD 83)
 GC2000_MARKER: I = METAL ROD
 GC2000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2000_SP_SET: STAINLESS STEEL ROD
 GC2000_STAMPING: E 305 1984
 GC2000_MARK LOGO: NGS   
 GC2000_PROJECTION: FLUSH
 GC2000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2000_ROD/PIPE-DEPTH: 7.32 meters
 GC2000
 GC2000  HISTORY     - Date     Condition        Report By
 GC2000  HISTORY     - 1984     MONUMENTED       NGS
 GC2000
 GC2000                          STATION DESCRIPTION
 GC2000
 GC2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2000'10.9 KM (6.8 MI) NW FROM CHEAP HILL.
 GC2000'10.9 KM (6.8 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC2000'IN CHEAP HILL TO AN ACCESS ROAD AND THE MARK ON THE RIGHT, ACROSS THE
 GC2000'HIGHWAY FROM A TWO LEVEL BRICK HOUSE, 17.83 METERS (58.5 FT) NORTHEAST
 GC2000'OF THE CENTERLINE OF THE HIGHWAY, 5.91 METERS (19.4 FT) NORTHWEST OF
 GC2000'THE APPROXIMATE CENTER OF AN ACCESS ROAD, AND 0.30 METERS (1.0 FT)
 GC2000'SOUTHWEST OF A BOARD FENCE.
 GC2000'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC2000'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2922 ***********************************************************************
 AJ2922  DESIGNATION -  E 307
 AJ2922  PID         -  AJ2922
 AJ2922  STATE/COUNTY-  TN/TROUSDALE
 AJ2922  USGS QUAD   -  DIXON SPRINGS (1994)
 AJ2922
 AJ2922                         *CURRENT SURVEY CONTROL
 AJ2922  ___________________________________________________________________
 AJ2922* NAD 83(1986)-  36 21 51.     (N)    086 06 17.     (W)     SCALED    
 AJ2922* NAVD 88     -       155.433  (meters)     509.95   (feet)  ADJUSTED  
 AJ2922  ___________________________________________________________________
 AJ2922  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AJ2922  DYNAMIC HT  -         155.306 (meters)     509.53  (feet)  COMP
 AJ2922  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 AJ2922
 AJ2922  VERT ORDER  -  SECOND    CLASS I
 AJ2922
 AJ2922.The horizontal coordinates were scaled from a topographic map and have
 AJ2922.an estimated accuracy of +/- 6 seconds.
 AJ2922
 AJ2922.The orthometric height was determined by differential leveling
 AJ2922.and adjusted by the National Geodetic Survey in July 2002..
 AJ2922.No vertical observational check was made to the station.
 AJ2922
 AJ2922.The geoid height was determined by GEOID03.
 AJ2922
 AJ2922.The dynamic height is computed by dividing the NAVD 88
 AJ2922.geopotential number by the normal gravity value computed on the
 AJ2922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2922.degrees latitude (g = 980.6199 gals.).
 AJ2922
 AJ2922.The modeled gravity was interpolated from observed gravity values.
 AJ2922
 AJ2922;                    North         East    Units  Estimated Accuracy
 AJ2922;SPC TN       -   225,330.      590,600.      MT  (+/- 180 meters Scaled)
 AJ2922
 AJ2922                          SUPERSEDED SURVEY CONTROL
 AJ2922
 AJ2922.No superseded survey control is available for this station.
 AJ2922
 AJ2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF803247(NAD 83)
 AJ2922_MARKER: DV = VERTICAL CONTROL DISK
 AJ2922_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2922_STAMPING: E 307 2001
 AJ2922_MARK LOGO: NGS   
 AJ2922_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2922+STABILITY: POSITION/ELEVATION WELL
 AJ2922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2922+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AJ2922
 AJ2922  HISTORY     - Date     Condition        Report By
 AJ2922  HISTORY     - 20010202 MONUMENTED       NGS
 AJ2922
 AJ2922                          STATION DESCRIPTION
 AJ2922
 AJ2922'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2922'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2922'HARTSVILLE, THENCE 3.9 KM EASTERLY ALONG STATE HIGHWAY 25, THENCE
 AJ2922'1.2 KM SOUTHERLY ALONG STARLITE ROAD, SET VERTICALLY IN THE EAST
 AJ2922'FACE OF A 15 BY 400-FOOT EXPOSED ROCK OUTCROP IN A ROAD CUT, 100.0 M
 AJ2922'NORTH OF THE EXTENDED CENTER OF JIM GOINS LANE, 25.9 M SOUTH OF
 AJ2922'THE NORTH END OF THE CUT, 9.2 M WEST OF THE ROAD CENTERLINE, 1.2 M
 AJ2922'ABOVE THE LEVEL OF THE ROAD, AND 0.7 M SOUTHWEST OF A WITNESS
 AJ2922'POST.  NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY.
 AJ2922'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1207 ***********************************************************************
 FD1207  DESIGNATION -  E 31
 FD1207  PID         -  FD1207
 FD1207  STATE/COUNTY-  TN/PERRY
 FD1207  USGS QUAD   -  LINDEN (1968)
 FD1207
 FD1207                         *CURRENT SURVEY CONTROL
 FD1207  ___________________________________________________________________
 FD1207* NAD 83(1986)-  35 35 34.     (N)    087 46 51.     (W)     SCALED    
 FD1207* NAVD 88     -       252.640  (meters)     828.87   (feet)  ADJUSTED  
 FD1207  ___________________________________________________________________
 FD1207  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1207  DYNAMIC HT  -         252.411 (meters)     828.12  (feet)  COMP
 FD1207  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FD1207
 FD1207  VERT ORDER  -  FIRST     CLASS II
 FD1207
 FD1207.The horizontal coordinates were scaled from a topographic map and have
 FD1207.an estimated accuracy of +/- 6 seconds.
 FD1207
 FD1207.The orthometric height was determined by differential leveling
 FD1207.and adjusted by the National Geodetic Survey in June 1991..
 FD1207
 FD1207.The geoid height was determined by GEOID03.
 FD1207
 FD1207.The dynamic height is computed by dividing the NAVD 88
 FD1207.geopotential number by the normal gravity value computed on the
 FD1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1207.degrees latitude (g = 980.6199 gals.).
 FD1207
 FD1207.The modeled gravity was interpolated from observed gravity values.
 FD1207
 FD1207;                    North         East    Units  Estimated Accuracy
 FD1207;SPC TN       -   141,200.      438,630.      MT  (+/- 180 meters Scaled)
 FD1207
 FD1207                          SUPERSEDED SURVEY CONTROL
 FD1207
 FD1207  NGVD 29 (??/??/92)  252.631  (m)          828.84   (f) ADJ UNCH    1 2
 FD1207
 FD1207.Superseded values are not recommended for survey control.
 FD1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1207.See file dsdata.txt to determine how the superseded data were derived.
 FD1207
 FD1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE292390(NAD 83)
 FD1207_MARKER: DB = BENCH MARK DISK
 FD1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1207_STAMPING: E 31 1934
 FD1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1207+STABILITY: SURFACE MOTION
 FD1207
 FD1207  HISTORY     - Date     Condition        Report By
 FD1207  HISTORY     - 1934     MONUMENTED       CGS
 FD1207  HISTORY     - 1949     GOOD             NGS
 FD1207  HISTORY     - 1974     GOOD             TVA
 FD1207
 FD1207                          STATION DESCRIPTION
 FD1207
 FD1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1207'5.4 MI SE FROM LINDEN.
 FD1207'ABOUT 5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1207'HOUSE AT LINDEN, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A TRAIL
 FD1207'NORTHWEST, ABOUT 160 YARDS EAST OF THE TOP OF A GRADE, AT THE
 FD1207'JUNCTION OF A DIM TRAIL NORTHEAST, 41 FEET NORTH OF THE CENTER
 FD1207'LINE OF THE HIGHWAY, 12 FEET NORTHWEST OF THE CENTER LINE OF THE
 FD1207'TRAIL, AT THE WEST END OF A CURVED LOW CUT, 36 FEET SOUTHWEST OF A
 FD1207'TRIANGULAR BLAZED 14-INCH HICKORY TREE, 2 FEET NORTH OF A WHITE
 FD1207'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 FD1207'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FD1207
 FD1207                          STATION RECOVERY (1974)
 FD1207
 FD1207'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1207'ADD TO DESCRIPTION-- 36.0 FT N 55 E TO 14 IN. HICKORY 9.3 FT N 80 W
 FD1207'TO 4 IN. HICKORY T.V.A. POST AND SIGN SET AT MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1487 ***********************************************************************
 FC1487  DESIGNATION -  E 32
 FC1487  PID         -  FC1487
 FC1487  STATE/COUNTY-  TN/WARREN
 FC1487  USGS QUAD   -  MC MINNVILLE (1984)
 FC1487
 FC1487                         *CURRENT SURVEY CONTROL
 FC1487  ___________________________________________________________________
 FC1487* NAD 83(1986)-  35 41 59.     (N)    085 49 30.     (W)     SCALED    
 FC1487* NAVD 88     -       293.882  (meters)     964.18   (feet)  ADJUSTED  
 FC1487  ___________________________________________________________________
 FC1487  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1487  DYNAMIC HT  -         293.610 (meters)     963.29  (feet)  COMP
 FC1487  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 FC1487
 FC1487  VERT ORDER  -  SECOND    CLASS 0
 FC1487
 FC1487.The horizontal coordinates were scaled from a topographic map and have
 FC1487.an estimated accuracy of +/- 6 seconds.
 FC1487
 FC1487.The orthometric height was determined by differential leveling
 FC1487.and adjusted by the National Geodetic Survey in June 1991..
 FC1487
 FC1487.The geoid height was determined by GEOID03.
 FC1487
 FC1487.The dynamic height is computed by dividing the NAVD 88
 FC1487.geopotential number by the normal gravity value computed on the
 FC1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1487.degrees latitude (g = 980.6199 gals.).
 FC1487
 FC1487.The modeled gravity was interpolated from observed gravity values.
 FC1487
 FC1487;                    North         East    Units  Estimated Accuracy
 FC1487;SPC TN       -   151,610.      615,840.      MT  (+/- 180 meters Scaled)
 FC1487
 FC1487                          SUPERSEDED SURVEY CONTROL
 FC1487
 FC1487.No superseded survey control is available for this station.
 FC1487
 FC1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE063512(NAD 83)
 FC1487_MARKER: DB = BENCH MARK DISK
 FC1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1487_STAMPING: E 32 1934
 FC1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1487+STABILITY: SURFACE MOTION
 FC1487
 FC1487  HISTORY     - Date     Condition        Report By
 FC1487  HISTORY     - 1934     MONUMENTED       CGS
 FC1487  HISTORY     - 1935     GOOD             NGS
 FC1487
 FC1487                          STATION DESCRIPTION
 FC1487
 FC1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1487'3.4 MI W FROM MC MINNVILLE.
 FC1487'3.4 MILES WEST ALONG STATE HIGHWAY 1 FROM THE PUBLIC SQUARE AT
 FC1487'MC MINNVILLE, WARREN COUNTY, 275 FEET WEST OF A BRIDGE, AND 35
 FC1487'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FC1487'STAMPED E 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0038 ***********************************************************************
 FD0038  DESIGNATION -  E 33
 FD0038  PID         -  FD0038
 FD0038  STATE/COUNTY-  TN/BEDFORD
 FD0038  USGS QUAD   -  WARTRACE (1980)
 FD0038
 FD0038                         *CURRENT SURVEY CONTROL
 FD0038  ___________________________________________________________________
 FD0038* NAD 83(1986)-  35 31 42.     (N)    086 20 11.     (W)     SCALED    
 FD0038* NAVD 88     -       249.078  (meters)     817.18   (feet)  ADJUSTED  
 FD0038  ___________________________________________________________________
 FD0038  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0038  DYNAMIC HT  -         248.849 (meters)     816.43  (feet)  COMP
 FD0038  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 FD0038
 FD0038  VERT ORDER  -  SECOND    CLASS 0
 FD0038
 FD0038.The horizontal coordinates were scaled from a topographic map and have
 FD0038.an estimated accuracy of +/- 6 seconds.
 FD0038
 FD0038.The orthometric height was determined by differential leveling
 FD0038.and adjusted by the National Geodetic Survey in June 1991..
 FD0038.WARNING-Repeat measurements at this control monument indicate possible
 FD0038.vertical movement.
 FD0038
 FD0038.The geoid height was determined by GEOID03.
 FD0038
 FD0038.The dynamic height is computed by dividing the NAVD 88
 FD0038.geopotential number by the normal gravity value computed on the
 FD0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0038.degrees latitude (g = 980.6199 gals.).
 FD0038
 FD0038.The modeled gravity was interpolated from observed gravity values.
 FD0038
 FD0038;                    North         East    Units  Estimated Accuracy
 FD0038;SPC TN       -   132,640.      569,490.      MT  (+/- 180 meters Scaled)
 FD0038
 FD0038                          SUPERSEDED SURVEY CONTROL
 FD0038
 FD0038  NGVD 29 (??/??/92)  249.076  (m)          817.18   (f) ADJ UNCH    2 0
 FD0038
 FD0038.Superseded values are not recommended for survey control.
 FD0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0038.See file dsdata.txt to determine how the superseded data were derived.
 FD0038
 FD0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE601318(NAD 83)
 FD0038_MARKER: DB = BENCH MARK DISK
 FD0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0038_STAMPING: E 33 1934
 FD0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0038+STABILITY: SURFACE MOTION
 FD0038
 FD0038  HISTORY     - Date     Condition        Report By
 FD0038  HISTORY     - 1934     MONUMENTED       CGS
 FD0038  HISTORY     - 1960     GOOD             NGS
 FD0038
 FD0038                          STATION DESCRIPTION
 FD0038
 FD0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0038'AT WARTRACE.
 FD0038'THIS BENCH MARK IS LOCATED AT THE WARTRACE HIGH SCHOOL, ABOUT
 FD0038'0.1 MILE SOUTH OF THE RAILWAY DEPOT, 58 FT. SOUTH-SOUTHEAST OF
 FD0038'THE SOUTHEAST CORNER OF THE WARTRACE HIGH SCHOOL, 16 FT. NORTH
 FD0038'OF THE CENTER OF A PAVED ROAD, AND 2 FT. NORTHWEST OF A POWER
 FD0038'LINE POLE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FD0038'6 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0826 ***********************************************************************
 FD0826  DESIGNATION -  E 34
 FD0826  PID         -  FD0826
 FD0826  STATE/COUNTY-  TN/GILES
 FD0826  USGS QUAD   -  BODENHAM (1986)
 FD0826
 FD0826                         *CURRENT SURVEY CONTROL
 FD0826  ___________________________________________________________________
 FD0826* NAD 83(1986)-  35 13 33.     (N)    087 10 51.     (W)     SCALED    
 FD0826* NAVD 88     -       221.020  (meters)     725.13   (feet)  ADJUSTED  
 FD0826  ___________________________________________________________________
 FD0826  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0826  DYNAMIC HT  -         220.811 (meters)     724.44  (feet)  COMP
 FD0826  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 FD0826
 FD0826  VERT ORDER  -  SECOND    CLASS 0
 FD0826
 FD0826.The horizontal coordinates were scaled from a topographic map and have
 FD0826.an estimated accuracy of +/- 6 seconds.
 FD0826
 FD0826.The orthometric height was determined by differential leveling
 FD0826.and adjusted by the National Geodetic Survey in June 1991..
 FD0826
 FD0826.The geoid height was determined by GEOID03.
 FD0826
 FD0826.The dynamic height is computed by dividing the NAVD 88
 FD0826.geopotential number by the normal gravity value computed on the
 FD0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0826.degrees latitude (g = 980.6199 gals.).
 FD0826
 FD0826.The modeled gravity was interpolated from observed gravity values.
 FD0826
 FD0826;                    North         East    Units  Estimated Accuracy
 FD0826;SPC TN       -    99,670.      492,500.      MT  (+/- 180 meters Scaled)
 FD0826
 FD0826                          SUPERSEDED SURVEY CONTROL
 FD0826
 FD0826  NGVD 29 (??/??/92)  220.979  (m)          725.00   (f) ADJ UNCH    2 0
 FD0826
 FD0826.Superseded values are not recommended for survey control.
 FD0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0826.See file dsdata.txt to determine how the superseded data were derived.
 FD0826
 FD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD835981(NAD 83)
 FD0826_MARKER: DB = BENCH MARK DISK
 FD0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0826_STAMPING: E 34 1934
 FD0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0826+STABILITY: SURFACE MOTION
 FD0826
 FD0826  HISTORY     - Date     Condition        Report By
 FD0826  HISTORY     - 1934     MONUMENTED       CGS
 FD0826  HISTORY     - 1953     GOOD             TVA
 FD0826
 FD0826                          STATION DESCRIPTION
 FD0826
 FD0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0826'1.6 MI W FROM BODENHAM.
 FD0826'1.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM BODENHAM, GILES
 FD0826'COUNTY, ABOUT 9 MILES WEST OF PULASKI, 350 YARDS EAST OF CHOATS
 FD0826'CREEK CHURCH, 126 FEET NORTH OF THE HIGHWAY, AT A PRIVATE GATE
 FD0826'ON A FIELD ROAD, AND 25 FEET NORTHWEST OF A SMALL CULVERT.  A
 FD0826'STANDARD DISK, STAMPED E 34 1934 AND SET IN THE TOP OF A CONCRETE
 FD0826'POST.  NOTE-- A STEEL POST WITH CONTROL MARKER SIGN WAS SET 2
 FD0826'FEET WEST OF MONUMENT.  THERE IS A PAINTED WHITE ARROW ON
 FD0826'CULVERT.
 FD0826
 FD0826                          STATION RECOVERY (1953)
 FD0826
 FD0826'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0238 ***********************************************************************
 FE0238  DESIGNATION -  E 35
 FE0238  PID         -  FE0238
 FE0238  STATE/COUNTY-  TN/HARDIN
 FE0238  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0238
 FE0238                         *CURRENT SURVEY CONTROL
 FE0238  ___________________________________________________________________
 FE0238* NAD 83(1986)-  35 13 17.     (N)    088 19 04.     (W)     SCALED    
 FE0238* NAVD 88     -       139.599  (meters)     458.00   (feet)  ADJUSTED  
 FE0238  ___________________________________________________________________
 FE0238  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0238  DYNAMIC HT  -         139.472 (meters)     457.58  (feet)  COMP
 FE0238  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 FE0238
 FE0238  VERT ORDER  -  FIRST     CLASS II
 FE0238
 FE0238.The horizontal coordinates were scaled from a topographic map and have
 FE0238.an estimated accuracy of +/- 6 seconds.
 FE0238
 FE0238.The orthometric height was determined by differential leveling
 FE0238.and adjusted by the National Geodetic Survey in June 1991..
 FE0238.WARNING-Repeat measurements at this control monument indicate possible
 FE0238.vertical movement.
 FE0238
 FE0238.The geoid height was determined by GEOID03.
 FE0238
 FE0238.The dynamic height is computed by dividing the NAVD 88
 FE0238.geopotential number by the normal gravity value computed on the
 FE0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0238.degrees latitude (g = 980.6199 gals.).
 FE0238
 FE0238.The modeled gravity was interpolated from observed gravity values.
 FE0238
 FE0238;                    North         East    Units  Estimated Accuracy
 FE0238;SPC TN       -   101,030.      389,000.      MT  (+/- 180 meters Scaled)
 FE0238
 FE0238                          SUPERSEDED SURVEY CONTROL
 FE0238
 FE0238  NGVD 29 (??/??/??)  139.609  (m)          458.03   (f) ADJUSTED    1 2
 FE0238
 FE0238.Superseded values are not recommended for survey control.
 FE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0238.See file dsdata.txt to determine how the superseded data were derived.
 FE0238
 FE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD800983(NAD 83)
 FE0238_MARKER: DB = BENCH MARK DISK
 FE0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0238_STAMPING: 458 122 E 35 1934
 FE0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0238+STABILITY: SURFACE MOTION
 FE0238
 FE0238  HISTORY     - Date     Condition        Report By
 FE0238  HISTORY     - 1934     MONUMENTED       CGS
 FE0238  HISTORY     - 1949     GOOD             CGS
 FE0238  HISTORY     - 1962     GOOD             TVA
 FE0238
 FE0238                          STATION DESCRIPTION
 FE0238
 FE0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0238'AT CRUMP.
 FE0238'AT CRUMP, HARDIN COUNTY, ON U.S. HIGHWAY 64, ACROSS THE HIGHWAY
 FE0238'FROM THE OLD POST OFFICE (NOW ABANDONED), AT THE NORTHWEST CORNER
 FE0238'OF THE I.C. WEAVER GENERAL STORE, 0.5 FOOT EAST OF THE NORTHEAST
 FE0238'CORNER OF THE NEW POST OFFICE BUILDING, 42 FEET SOUTH OF THE
 FE0238'CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF THE NORTHWEST
 FE0238'CORNER OF THE STORE.  A STANDARD DISK, STAMPED 458.122 E 35 1934
 FE0238'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 FE0238'GROUND.  NOTE-- IT WAS REPORTED IN AUGUST 1949 THAT BETWEEN
 FE0238'THE GENERAL STORE AND THE NORTHEAST CORNER OF THE POST OFFICE
 FE0238'IS AN OPENING 1 FOOT WIDE.  THE BENCH MARK MUST BE APPROACHED FROM
 FE0238'THE REAR OF THE BUILDINGS.
 FE0238
 FE0238                          STATION RECOVERY (1962)
 FE0238
 FE0238'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0344 ***********************************************************************
 FE0344  DESIGNATION -  E 36
 FE0344  PID         -  FE0344
 FE0344  STATE/COUNTY-  TN/HARDIN
 FE0344  USGS QUAD   -  OLIVEHILL (1972)
 FE0344
 FE0344                         *CURRENT SURVEY CONTROL
 FE0344  ___________________________________________________________________
 FE0344* NAD 83(1986)-  35 15 57.     (N)    088 03 02.     (W)     SCALED    
 FE0344* NAVD 88     -       215.625  (meters)     707.43   (feet)  ADJUSTED  
 FE0344  ___________________________________________________________________
 FE0344  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0344  DYNAMIC HT  -         215.424 (meters)     706.77  (feet)  COMP
 FE0344  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FE0344
 FE0344  VERT ORDER  -  SECOND    CLASS 0
 FE0344
 FE0344.The horizontal coordinates were scaled from a topographic map and have
 FE0344.an estimated accuracy of +/- 6 seconds.
 FE0344
 FE0344.The orthometric height was determined by differential leveling
 FE0344.and adjusted by the National Geodetic Survey in June 1991..
 FE0344
 FE0344.The geoid height was determined by GEOID03.
 FE0344
 FE0344.The dynamic height is computed by dividing the NAVD 88
 FE0344.geopotential number by the normal gravity value computed on the
 FE0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0344.degrees latitude (g = 980.6199 gals.).
 FE0344
 FE0344.The modeled gravity was interpolated from observed gravity values.
 FE0344
 FE0344;                    North         East    Units  Estimated Accuracy
 FE0344;SPC TN       -   105,420.      413,430.      MT  (+/- 180 meters Scaled)
 FE0344
 FE0344                          SUPERSEDED SURVEY CONTROL
 FE0344
 FE0344  NGVD 29 (??/??/??)  215.625  (m)          707.43   (f) ADJUSTED    2 0
 FE0344
 FE0344.Superseded values are not recommended for survey control.
 FE0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0344.See file dsdata.txt to determine how the superseded data were derived.
 FE0344
 FE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE044030(NAD 83)
 FE0344_MARKER: DB = BENCH MARK DISK
 FE0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0344_STAMPING: E 36 1934
 FE0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0344+STABILITY: SURFACE MOTION
 FE0344
 FE0344  HISTORY     - Date     Condition        Report By
 FE0344  HISTORY     - 1934     MONUMENTED       CGS
 FE0344  HISTORY     - 1949     GOOD             CGS
 FE0344  HISTORY     - 1962     GOOD             TVA
 FE0344
 FE0344                          STATION DESCRIPTION
 FE0344
 FE0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0344'1.2 MI SW FROM OLIVE HILL.
 FE0344'1.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM OLIVE HILL, HARDIN
 FE0344'COUNTY, AT THE TOP OF A LONG GRADE, 125 YARDS EAST OF THE
 FE0344'CENTER OF A ROAD INTERSECTION, AT THE EDGE OF AN OLD BORROW
 FE0344'PIT, 8 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 FE0344'SOUTH OF A STEEL POST.  A STANDARD DISK, STAMPED E 36 1934 AND
 FE0344'SET IN THE TOP OF A CONCRETE POST.
 FE0344
 FE0344                          STATION RECOVERY (1962)
 FE0344
 FE0344'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0855 ***********************************************************************
 FD0855  DESIGNATION -  E 37
 FD0855  PID         -  FD0855
 FD0855  STATE/COUNTY-  TN/GILES
 FD0855  USGS QUAD   -  LYNNVILLE (1987)
 FD0855
 FD0855                         *CURRENT SURVEY CONTROL
 FD0855  ___________________________________________________________________
 FD0855* NAD 83(1986)-  35 22 36.     (N)    087 00 22.     (W)     SCALED    
 FD0855* NAVD 88     -       230.136  (meters)     755.04   (feet)  ADJUSTED  
 FD0855  ___________________________________________________________________
 FD0855  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0855  DYNAMIC HT  -         229.922 (meters)     754.34  (feet)  COMP
 FD0855  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FD0855
 FD0855  VERT ORDER  -  SECOND    CLASS 0
 FD0855
 FD0855.The horizontal coordinates were scaled from a topographic map and have
 FD0855.an estimated accuracy of +/- 6 seconds.
 FD0855
 FD0855.The orthometric height was determined by differential leveling
 FD0855.and adjusted by the National Geodetic Survey in June 1991..
 FD0855
 FD0855.The geoid height was determined by GEOID03.
 FD0855
 FD0855.The dynamic height is computed by dividing the NAVD 88
 FD0855.geopotential number by the normal gravity value computed on the
 FD0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0855.degrees latitude (g = 980.6199 gals.).
 FD0855
 FD0855.The modeled gravity was interpolated from observed gravity values.
 FD0855
 FD0855;                    North         East    Units  Estimated Accuracy
 FD0855;SPC TN       -   116,230.      508,580.      MT  (+/- 180 meters Scaled)
 FD0855
 FD0855                          SUPERSEDED SURVEY CONTROL
 FD0855
 FD0855  NGVD 29 (??/??/92)  230.100  (m)          754.92   (f) ADJ UNCH    2 0
 FD0855
 FD0855.Superseded values are not recommended for survey control.
 FD0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0855.See file dsdata.txt to determine how the superseded data were derived.
 FD0855
 FD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE994148(NAD 83)
 FD0855_MARKER: DB = BENCH MARK DISK
 FD0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0855_STAMPING: E 37 1934
 FD0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0855+STABILITY: SURFACE MOTION
 FD0855
 FD0855  HISTORY     - Date     Condition        Report By
 FD0855  HISTORY     - 1934     MONUMENTED       CGS
 FD0855
 FD0855                          STATION DESCRIPTION
 FD0855
 FD0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0855'AT LYNNVILLE.
 FD0855'AT LYNNVILLE, GILES COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0855'RAILROAD, 12 RAILS SOUTH OF MILEPOST L 250, 4-1/2 RAILS SOUTH OF
 FD0855'THE STATION, 2-1/2 RAILS SOUTH OF THE CENTER OF A ROAD CROSSING,
 FD0855'IN THE NORTHEAST CORNER OF A PARK, 35 FEET WEST OF THE CENTERLINE
 FD0855'OF THE TRACK, 10 FEET SOUTHEAST OF AN IRON RAIL FENCE, AND 5 FEET
 FD0855'NORTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED E 37 1934 AND
 FD0855'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1342 ***********************************************************************
 FC1342  DESIGNATION -  E 38
 FC1342  PID         -  FC1342
 FC1342  STATE/COUNTY-  TN/MARION
 FC1342  USGS QUAD   -  MONTEAGLE (1982)
 FC1342
 FC1342                         *CURRENT SURVEY CONTROL
 FC1342  ___________________________________________________________________
 FC1342* NAD 83(1986)-  35 11 11.     (N)    085 48 36.     (W)     SCALED    
 FC1342* NAVD 88     -       331.654  (meters)    1088.10   (feet)  ADJUSTED  
 FC1342  ___________________________________________________________________
 FC1342  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FC1342  DYNAMIC HT  -         331.318 (meters)    1087.00  (feet)  COMP
 FC1342  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 FC1342
 FC1342  VERT ORDER  -  SECOND    CLASS 0
 FC1342
 FC1342.The horizontal coordinates were scaled from a topographic map and have
 FC1342.an estimated accuracy of +/- 6 seconds.
 FC1342
 FC1342.The orthometric height was determined by differential leveling
 FC1342.and adjusted by the National Geodetic Survey in June 1991..
 FC1342
 FC1342.The geoid height was determined by GEOID03.
 FC1342
 FC1342.The dynamic height is computed by dividing the NAVD 88
 FC1342.geopotential number by the normal gravity value computed on the
 FC1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1342.degrees latitude (g = 980.6199 gals.).
 FC1342
 FC1342.The modeled gravity was interpolated from observed gravity values.
 FC1342
 FC1342;                    North         East    Units  Estimated Accuracy
 FC1342;SPC TN       -    94,660.      617,310.      MT  (+/- 180 meters Scaled)
 FC1342
 FC1342                          SUPERSEDED SURVEY CONTROL
 FC1342
 FC1342  NGVD 29 (??/??/92)  331.636  (m)         1088.04   (f) ADJ UNCH    2 0
 FC1342
 FC1342.Superseded values are not recommended for survey control.
 FC1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1342.See file dsdata.txt to determine how the superseded data were derived.
 FC1342
 FC1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD083943(NAD 83)
 FC1342_MARKER: DB = BENCH MARK DISK
 FC1342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1342_SP_SET: CULVERT
 FC1342_STAMPING: E 38 1934
 FC1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1342
 FC1342  HISTORY     - Date     Condition        Report By
 FC1342  HISTORY     - 1934     MONUMENTED       CGS
 FC1342  HISTORY     - 1962     GOOD             NGS
 FC1342  HISTORY     - 1967     MARK NOT FOUND   USGS
 FC1342
 FC1342                          STATION DESCRIPTION
 FC1342
 FC1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1342'4.8 MI SE FROM MONTEAGLE.
 FC1342'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE GO SOUTHEAST
 FC1342'ON U.S. HIGHWAYS 41-64 FOR 4.8 MILES TO THE MARK SET IN THE
 FC1342'HEADWALL OF A CONCRETE CULVERT, 0.1 MILE NORTHEAST OF THE NEW
 FC1342'HIGHWAY, ON THE OLD HIGHWAY, 0.15 MILE NORTH OF THE JUNCTION OF
 FC1342'THE OLD HIGHWAY AND THE NEW HIGHWAY, 300 FEET SOUTHWEST OF A SHARP
 FC1342'CURVE IN THE OLD HIGHWAY, 18.5 FEET NORTHEAST OF THE CENTER OF
 FC1342'THE OLD HIGHWAY, 9.4 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 FC1342'HEADWALL AND ABOUT 20 FEET ABOVE THE LEVEL OF THE NEW HIGHWAY.
 FC1342'A STANDARD DISK DRILLED IN A CONCRETE HEADWALL OF A CULVERT.
 FC1342
 FC1342                          STATION RECOVERY (1967)
 FC1342
 FC1342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FC1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1168 ***********************************************************************
 FC1168  DESIGNATION -  E 39
 FC1168  PID         -  FC1168
 FC1168  STATE/COUNTY-  TN/HAMILTON
 FC1168  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1168
 FC1168                         *CURRENT SURVEY CONTROL
 FC1168  ___________________________________________________________________
 FC1168* NAD 83(1986)-  35 03 54.     (N)    085 10 11.     (W)     SCALED    
 FC1168* NAVD 88     -       216.115  (meters)     709.04   (feet)  ADJUSTED  
 FC1168  ___________________________________________________________________
 FC1168  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC1168  DYNAMIC HT  -         215.900 (meters)     708.33  (feet)  COMP
 FC1168  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 FC1168
 FC1168  VERT ORDER  -  SECOND    CLASS 0
 FC1168
 FC1168.The horizontal coordinates were scaled from a topographic map and have
 FC1168.an estimated accuracy of +/- 6 seconds.
 FC1168
 FC1168.The orthometric height was determined by differential leveling
 FC1168.and adjusted by the National Geodetic Survey in June 1991..
 FC1168
 FC1168.The geoid height was determined by GEOID03.
 FC1168
 FC1168.The dynamic height is computed by dividing the NAVD 88
 FC1168.geopotential number by the normal gravity value computed on the
 FC1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1168.degrees latitude (g = 980.6199 gals.).
 FC1168
 FC1168.The modeled gravity was interpolated from observed gravity values.
 FC1168
 FC1168;                    North         East    Units  Estimated Accuracy
 FC1168;SPC TN       -    81,500.      675,740.      MT  (+/- 180 meters Scaled)
 FC1168
 FC1168                          SUPERSEDED SURVEY CONTROL
 FC1168
 FC1168  NGVD 29 (??/??/92)  216.140  (m)          709.12   (f) ADJ UNCH    2 0
 FC1168
 FC1168.Superseded values are not recommended for survey control.
 FC1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1168.See file dsdata.txt to determine how the superseded data were derived.
 FC1168
 FC1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD668817(NAD 83)
 FC1168_MARKER: DB = BENCH MARK DISK
 FC1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1168_STAMPING: E 39 1934
 FC1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1168+STABILITY: SURFACE MOTION
 FC1168
 FC1168  HISTORY     - Date     Condition        Report By
 FC1168  HISTORY     - 1934     MONUMENTED       CGS
 FC1168  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1168
 FC1168                          STATION DESCRIPTION
 FC1168
 FC1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1168'3.2 MI E FROM MC CARTY.
 FC1168'3.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1168'MC CARTY, HAMILTON COUNTY, 3/4 MILE WEST OF THE STATION AT TYNER,
 FC1168'10 RAILS EAST OF MILEPOST 233, AND 25 FEET NORTH OF THE NORTH
 FC1168'TRACK.  A STANDARD DISK, STAMPED E 39 1934 AND SET IN THE TOP
 FC1168'OF A CONCRETE POST.
 FC1168
 FC1168                          STATION RECOVERY (1972)
 FC1168
 FC1168'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1142 ***********************************************************************
 FC1142  DESIGNATION -  E 40
 FC1142  PID         -  FC1142
 FC1142  STATE/COUNTY-  TN/HAMILTON
 FC1142  USGS QUAD   -  CHATTANOOGA (1976)
 FC1142
 FC1142                         *CURRENT SURVEY CONTROL
 FC1142  ___________________________________________________________________
 FC1142* NAD 83(1986)-  35 04 40.     (N)    085 19 15.     (W)     SCALED    
 FC1142* NAVD 88     -       228.131  (meters)     748.46   (feet)  ADJUSTED  
 FC1142  ___________________________________________________________________
 FC1142  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 FC1142  DYNAMIC HT  -         227.903 (meters)     747.71  (feet)  COMP
 FC1142  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 FC1142
 FC1142  VERT ORDER  -  SECOND    CLASS 0
 FC1142
 FC1142.The horizontal coordinates were scaled from a topographic map and have
 FC1142.an estimated accuracy of +/- 6 seconds.
 FC1142
 FC1142.The orthometric height was determined by differential leveling
 FC1142.and adjusted by the National Geodetic Survey in June 1991..
 FC1142
 FC1142.The geoid height was determined by GEOID03.
 FC1142
 FC1142.The dynamic height is computed by dividing the NAVD 88
 FC1142.geopotential number by the normal gravity value computed on the
 FC1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1142.degrees latitude (g = 980.6199 gals.).
 FC1142
 FC1142.The modeled gravity was interpolated from observed gravity values.
 FC1142
 FC1142;                    North         East    Units  Estimated Accuracy
 FC1142;SPC TN       -    82,810.      661,940.      MT  (+/- 180 meters Scaled)
 FC1142
 FC1142                          SUPERSEDED SURVEY CONTROL
 FC1142
 FC1142  NGVD 29 (??/??/92)  228.163  (m)          748.56   (f) ADJ UNCH    2 0
 FC1142
 FC1142.Superseded values are not recommended for survey control.
 FC1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1142.See file dsdata.txt to determine how the superseded data were derived.
 FC1142
 FC1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD530829(NAD 83)
 FC1142_MARKER: DB = BENCH MARK DISK
 FC1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1142_SP_SET: WATER TABLE
 FC1142_STAMPING: E 40 1934
 FC1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1142
 FC1142  HISTORY     - Date     Condition        Report By
 FC1142  HISTORY     - 1934     MONUMENTED       CGS
 FC1142  HISTORY     - 20000114 GOOD             USPSQD
 FC1142
 FC1142                          STATION DESCRIPTION
 FC1142
 FC1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1142'2 MI N FROM CHATTANOOGA.
 FC1142'2.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1142'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1142'150 FEET NORTHWEST OF A STATE HIGHWAY GARAGE, ON THE NORTH
 FC1142'SIDE OF STRINGERS RIDGE, ON THE EAST SIDE OF THE HIGHWAY, AT
 FC1142'THE NORTH END OF THE CHATTANOOGA TRACTION CO. UNDERPASS, AND
 FC1142'IN THE CONCRETE WATER TABLE.  A STANDARD DISK, STAMPED E 40 1934.
 FC1142
 FC1142                          STATION RECOVERY (2000)
 FC1142
 FC1142'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0973 ***********************************************************************
 FC0973  DESIGNATION -  E 42
 FC0973  PID         -  FC0973
 FC0973  STATE/COUNTY-  TN/BLEDSOE
 FC0973  USGS QUAD   -  PIKEVILLE (1977)
 FC0973
 FC0973                         *CURRENT SURVEY CONTROL
 FC0973  ___________________________________________________________________
 FC0973* NAD 83(1986)-  35 35 11.     (N)    085 13 06.     (W)     SCALED    
 FC0973* NAVD 88     -       253.471  (meters)     831.60   (feet)  ADJUSTED  
 FC0973  ___________________________________________________________________
 FC0973  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FC0973  DYNAMIC HT  -         253.230 (meters)     830.81  (feet)  COMP
 FC0973  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 FC0973
 FC0973  VERT ORDER  -  SECOND    CLASS 0
 FC0973
 FC0973.The horizontal coordinates were scaled from a topographic map and have
 FC0973.an estimated accuracy of +/- 6 seconds.
 FC0973
 FC0973.The orthometric height was determined by differential leveling
 FC0973.and adjusted by the National Geodetic Survey in June 1991..
 FC0973
 FC0973.The geoid height was determined by GEOID03.
 FC0973
 FC0973.The dynamic height is computed by dividing the NAVD 88
 FC0973.geopotential number by the normal gravity value computed on the
 FC0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0973.degrees latitude (g = 980.6199 gals.).
 FC0973
 FC0973.The modeled gravity was interpolated from observed gravity values.
 FC0973
 FC0973;                    North         East    Units  Estimated Accuracy
 FC0973;SPC TN       -   139,310.      670,840.      MT  (+/- 180 meters Scaled)
 FC0973
 FC0973                          SUPERSEDED SURVEY CONTROL
 FC0973
 FC0973  NGVD 29 (??/??/92)  253.521  (m)          831.76   (f) ADJ UNCH    2 0
 FC0973
 FC0973.Superseded values are not recommended for survey control.
 FC0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0973.See file dsdata.txt to determine how the superseded data were derived.
 FC0973
 FC0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE614395(NAD 83)
 FC0973_MARKER: DB = BENCH MARK DISK
 FC0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0973_STAMPING: E 42 1934
 FC0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0973+STABILITY: SURFACE MOTION
 FC0973
 FC0973  HISTORY     - Date     Condition        Report By
 FC0973  HISTORY     - 1934     MONUMENTED       CGS
 FC0973  HISTORY     - 1952     MARK NOT FOUND   NGS
 FC0973
 FC0973                          STATION DESCRIPTION
 FC0973
 FC0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC0973'2 MI SW FROM PIKEVILLE.
 FC0973'2.0 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC0973'LOUIS RAILWAY FROM PIKEVILLE, BLEDSOE COUNTY, 10 POLES NORTH
 FC0973'OF MILEPOST 55, 25 FEET WEST OF THE TRACK, AND 10 RAILS SOUTH
 FC0973'OF A HIGHWAY GRADE CROSSING.  A STANDARD DISK, STAMPED E 42 1934
 FC0973'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1018 ***********************************************************************
 FC1018  DESIGNATION -  E 43
 FC1018  PID         -  FC1018
 FC1018  STATE/COUNTY-  TN/VAN BUREN
 FC1018  USGS QUAD   -  BALD KNOB (1979)
 FC1018
 FC1018                         *CURRENT SURVEY CONTROL
 FC1018  ___________________________________________________________________
 FC1018* NAD 83(1986)-  35 47 44.     (N)    085 27 37.     (W)     SCALED    
 FC1018* NAVD 88     -       284.817  (meters)     934.44   (feet)  ADJUSTED  
 FC1018  ___________________________________________________________________
 FC1018  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC1018  DYNAMIC HT  -         284.559 (meters)     933.59  (feet)  COMP
 FC1018  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 FC1018
 FC1018  VERT ORDER  -  SECOND    CLASS 0
 FC1018
 FC1018.The horizontal coordinates were scaled from a topographic map and have
 FC1018.an estimated accuracy of +/- 6 seconds.
 FC1018
 FC1018.The orthometric height was determined by differential leveling
 FC1018.and adjusted by the National Geodetic Survey in June 1991..
 FC1018
 FC1018.The geoid height was determined by GEOID03.
 FC1018
 FC1018.The dynamic height is computed by dividing the NAVD 88
 FC1018.geopotential number by the normal gravity value computed on the
 FC1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1018.degrees latitude (g = 980.6199 gals.).
 FC1018
 FC1018.The modeled gravity was interpolated from observed gravity values.
 FC1018
 FC1018;                    North         East    Units  Estimated Accuracy
 FC1018;SPC TN       -   162,370.      648,790.      MT  (+/- 180 meters Scaled)
 FC1018
 FC1018                          SUPERSEDED SURVEY CONTROL
 FC1018
 FC1018  NGVD 29 (??/??/92)  284.873  (m)          934.62   (f) ADJ UNCH    2 0
 FC1018
 FC1018.Superseded values are not recommended for survey control.
 FC1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1018.See file dsdata.txt to determine how the superseded data were derived.
 FC1018
 FC1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE391623(NAD 83)
 FC1018_MARKER: DB = BENCH MARK DISK
 FC1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1018_STAMPING: E 43 1934
 FC1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1018+STABILITY: SURFACE MOTION
 FC1018
 FC1018  HISTORY     - Date     Condition        Report By
 FC1018  HISTORY     - 1934     MONUMENTED       CGS
 FC1018  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1018
 FC1018                          STATION DESCRIPTION
 FC1018
 FC1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1018'3.3 MI N FROM SPENCER.
 FC1018'3.3 MILES NORTH ALONG STATE HIGHWAY 111 FROM SPENCER, VAN BUREN
 FC1018'COUNTY, 300 FEET SOUTHEAST OF A SAWMILL, 25 FEET WEST OF THE
 FC1018'CENTERLINE OF THE HIGHWAY, AND NEAR THE CORNER OF A GARDEN
 FC1018'FENCE.  A STANDARD DISK, STAMPED E 43 1934 AND SET IN THE TOP OF A
 FC1018'CONCRETE POST.
 FC1018
 FC1018                          STATION RECOVERY (2002)
 FC1018
 FC1018'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1044 ***********************************************************************
 FC1044  DESIGNATION -  E 44
 FC1044  PID         -  FC1044
 FC1044  STATE/COUNTY-  TN/BLEDSOE
 FC1044  USGS QUAD   -  PIKEVILLE (1977)
 FC1044
 FC1044                         *CURRENT SURVEY CONTROL
 FC1044  ___________________________________________________________________
 FC1044* NAD 83(1986)-  35 35 36.     (N)    085 09 04.     (W)     SCALED    
 FC1044* NAVD 88     -       526.199  (meters)    1726.37   (feet)  ADJUSTED  
 FC1044  ___________________________________________________________________
 FC1044  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 FC1044  DYNAMIC HT  -         525.695 (meters)    1724.72  (feet)  COMP
 FC1044  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 FC1044
 FC1044  VERT ORDER  -  SECOND    CLASS 0
 FC1044
 FC1044.The horizontal coordinates were scaled from a topographic map and have
 FC1044.an estimated accuracy of +/- 6 seconds.
 FC1044
 FC1044.The orthometric height was determined by differential leveling
 FC1044.and adjusted by the National Geodetic Survey in June 1991..
 FC1044
 FC1044.The geoid height was determined by GEOID03.
 FC1044
 FC1044.The dynamic height is computed by dividing the NAVD 88
 FC1044.geopotential number by the normal gravity value computed on the
 FC1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1044.degrees latitude (g = 980.6199 gals.).
 FC1044
 FC1044.The modeled gravity was interpolated from observed gravity values.
 FC1044
 FC1044;                    North         East    Units  Estimated Accuracy
 FC1044;SPC TN       -   140,130.      676,930.      MT  (+/- 180 meters Scaled)
 FC1044
 FC1044                          SUPERSEDED SURVEY CONTROL
 FC1044
 FC1044  NGVD 29 (??/??/92)  526.261  (m)         1726.57   (f) ADJ UNCH    2 0
 FC1044
 FC1044.Superseded values are not recommended for survey control.
 FC1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1044.See file dsdata.txt to determine how the superseded data were derived.
 FC1044
 FC1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE674404(NAD 83)
 FC1044_MARKER: DB = BENCH MARK DISK
 FC1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1044_SP_SET: CULVERT
 FC1044_STAMPING: E 44 1934
 FC1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1044
 FC1044  HISTORY     - Date     Condition        Report By
 FC1044  HISTORY     - 1934     MONUMENTED       CGS
 FC1044
 FC1044                          STATION DESCRIPTION
 FC1044
 FC1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1044'5.5 MI E FROM PIKEVILLE.
 FC1044'5.5 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1044'COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL,
 FC1044'11 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET WEST
 FC1044'OF THE EAST END OF THE HEADWALL.  A STANDARD DISK, STAMPED
 FC1044'E 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2319 ***********************************************************************
 GA2319  DESIGNATION -  E 45
 GA2319  PID         -  GA2319
 GA2319  STATE/COUNTY-  TN/KNOX
 GA2319  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2319
 GA2319                         *CURRENT SURVEY CONTROL
 GA2319  ___________________________________________________________________
 GA2319* NAD 83(1986)-  36 00 53.     (N)    083 55 26.     (W)     SCALED    
 GA2319* NAVD 88     -       298.544  (meters)     979.47   (feet)  ADJUSTED  
 GA2319  ___________________________________________________________________
 GA2319  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2319  DYNAMIC HT  -         298.267 (meters)     978.56  (feet)  COMP
 GA2319  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 GA2319
 GA2319  VERT ORDER  -  SECOND    CLASS 0
 GA2319
 GA2319.The horizontal coordinates were scaled from a topographic map and have
 GA2319.an estimated accuracy of +/- 6 seconds.
 GA2319
 GA2319.The orthometric height was determined by differential leveling
 GA2319.and adjusted by the National Geodetic Survey in June 1991..
 GA2319
 GA2319.The geoid height was determined by GEOID03.
 GA2319
 GA2319.The dynamic height is computed by dividing the NAVD 88
 GA2319.geopotential number by the normal gravity value computed on the
 GA2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2319.degrees latitude (g = 980.6199 gals.).
 GA2319
 GA2319.The modeled gravity was interpolated from observed gravity values.
 GA2319
 GA2319;                    North         East    Units  Estimated Accuracy
 GA2319;SPC TN       -   188,530.      787,130.      MT  (+/- 180 meters Scaled)
 GA2319
 GA2319                          SUPERSEDED SURVEY CONTROL
 GA2319
 GA2319  NGVD 29 (??/??/92)  298.673  (m)          979.90   (f) ADJ UNCH    2 0
 GA2319
 GA2319.Superseded values are not recommended for survey control.
 GA2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2319.See file dsdata.txt to determine how the superseded data were derived.
 GA2319
 GA2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV364895(NAD 83)
 GA2319_MARKER: DB = BENCH MARK DISK
 GA2319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2319_SP_SET: BRIDGE
 GA2319_STAMPING: E 45 1934
 GA2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2319
 GA2319  HISTORY     - Date     Condition        Report By
 GA2319  HISTORY     - 1934     MONUMENTED       CGS
 GA2319  HISTORY     - 1968     GOOD             NGS
 GA2319  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA2319
 GA2319                          STATION DESCRIPTION
 GA2319
 GA2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2319'AT KNOXVILLE.
 GA2319'AT THE NORTH CITY LIMIT OF KNOXVILLE, KNOX COUNTY, ON THE SOUTHERN
 GA2319'RAILWAY, TWO POLES SOUTH OF THE CITY-LIMIT SIGN, NEAR MILEAGE 4.4,
 GA2319'AT THE NORTH BROADWAY UNDERPASS, IN THE TOP OF THE EAST SIDE OF
 GA2319'THE SOUTH ABUTMENT OVER THE SOUTHEAST BRIDGE SEAT, 12 INCHES SOUTH
 GA2319'OF THE NORTH EDGE OF THE ABUTMENT, AND 30 INCHES SOUTHEAST OF THE
 GA2319'EAST RAIL.  A STANDARD DISK, STAMPED E 45 1934.
 GA2319
 GA2319                          STATION RECOVERY (1968)
 GA2319
 GA2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GA2319'RECOVERED IN GOOD CONDITION.
 GA2319
 GA2319                          STATION RECOVERY (1981)
 GA2319
 GA2319'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2281 ***********************************************************************
 GA2281  DESIGNATION -  E 46
 GA2281  PID         -  GA2281
 GA2281  STATE/COUNTY-  TN/CLAIBORNE
 GA2281  USGS QUAD   -  TAZEWELL (1971)
 GA2281
 GA2281                         *CURRENT SURVEY CONTROL
 GA2281  ___________________________________________________________________
 GA2281* NAD 83(1986)-  36 26 27.     (N)    083 36 01.     (W)     SCALED    
 GA2281* NAVD 88     -       448.596  (meters)    1471.77   (feet)  ADJUSTED  
 GA2281  ___________________________________________________________________
 GA2281  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2281  DYNAMIC HT  -         448.189 (meters)    1470.43  (feet)  COMP
 GA2281  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GA2281
 GA2281  VERT ORDER  -  SECOND    CLASS 0
 GA2281
 GA2281.The horizontal coordinates were scaled from a topographic map and have
 GA2281.an estimated accuracy of +/- 6 seconds.
 GA2281
 GA2281.The orthometric height was determined by differential leveling
 GA2281.and adjusted by the National Geodetic Survey in June 1991..
 GA2281
 GA2281.The geoid height was determined by GEOID03.
 GA2281
 GA2281.The dynamic height is computed by dividing the NAVD 88
 GA2281.geopotential number by the normal gravity value computed on the
 GA2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2281.degrees latitude (g = 980.6199 gals.).
 GA2281
 GA2281.The modeled gravity was interpolated from observed gravity values.
 GA2281
 GA2281;                    North         East    Units  Estimated Accuracy
 GA2281;SPC TN       -   236,470.      815,140.      MT  (+/- 180 meters Scaled)
 GA2281
 GA2281                          SUPERSEDED SURVEY CONTROL
 GA2281
 GA2281  NGVD 29 (??/??/92)  448.706  (m)         1472.13   (f) ADJ UNCH    2 0
 GA2281
 GA2281.Superseded values are not recommended for survey control.
 GA2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2281.See file dsdata.txt to determine how the superseded data were derived.
 GA2281
 GA2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA669359(NAD 83)
 GA2281_MARKER: DB = BENCH MARK DISK
 GA2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2281_STAMPING: E 46 1934
 GA2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2281+STABILITY: SURFACE MOTION
 GA2281
 GA2281  HISTORY     - Date     Condition        Report By
 GA2281  HISTORY     - 1934     MONUMENTED       CGS
 GA2281  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2281
 GA2281                          STATION DESCRIPTION
 GA2281
 GA2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2281'AT TAZEWELL.
 GA2281'AT TAZEWELL, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 10 RAILS
 GA2281'WEST OF THE STATION, 25 FEET NORTH OF THE TRACK, AND IN LINE
 GA2281'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED E 46 1934 AND
 GA2281'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1680 ***********************************************************************
 GB1680  DESIGNATION -  E 48
 GB1680  PID         -  GB1680
 GB1680  STATE/COUNTY-  TN/FENTRESS
 GB1680  USGS QUAD   -  CLARKRANGE (1974)
 GB1680
 GB1680                         *CURRENT SURVEY CONTROL
 GB1680  ___________________________________________________________________
 GB1680* NAD 83(1986)-  36 11 19.     (N)    085 01 13.     (W)     SCALED    
 GB1680* NAVD 88     -       555.701  (meters)    1823.16   (feet)  ADJUSTED  
 GB1680  ___________________________________________________________________
 GB1680  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB1680  DYNAMIC HT  -         555.197 (meters)    1821.51  (feet)  COMP
 GB1680  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GB1680
 GB1680  VERT ORDER  -  SECOND    CLASS 0
 GB1680
 GB1680.The horizontal coordinates were scaled from a topographic map and have
 GB1680.an estimated accuracy of +/- 6 seconds.
 GB1680
 GB1680.The orthometric height was determined by differential leveling
 GB1680.and adjusted by the National Geodetic Survey in June 1991..
 GB1680
 GB1680.The geoid height was determined by GEOID03.
 GB1680
 GB1680.The dynamic height is computed by dividing the NAVD 88
 GB1680.geopotential number by the normal gravity value computed on the
 GB1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1680.degrees latitude (g = 980.6199 gals.).
 GB1680
 GB1680.The modeled gravity was interpolated from observed gravity values.
 GB1680
 GB1680;                    North         East    Units  Estimated Accuracy
 GB1680;SPC TN       -   206,280.      688,120.      MT  (+/- 180 meters Scaled)
 GB1680
 GB1680                          SUPERSEDED SURVEY CONTROL
 GB1680
 GB1680  NGVD 29 (??/??/92)  555.777  (m)         1823.41   (f) ADJ UNCH    2 0
 GB1680
 GB1680.Superseded values are not recommended for survey control.
 GB1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1680.See file dsdata.txt to determine how the superseded data were derived.
 GB1680
 GB1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF780066(NAD 83)
 GB1680_MARKER: DB = BENCH MARK DISK
 GB1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1680_STAMPING: E 48 1934
 GB1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1680+STABILITY: SURFACE MOTION
 GB1680
 GB1680  HISTORY     - Date     Condition        Report By
 GB1680  HISTORY     - 1934     MONUMENTED       CGS
 GB1680
 GB1680                          STATION DESCRIPTION
 GB1680
 GB1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1680'AT CLARKRANGE.
 GB1680'AT CLARKRANGE, FENTRESS COUNTY, ON STATE HIGHWAY 28, 400 FEET
 GB1680'NORTH OF THE STORE OF W.E. MC DONALD AND CO., IN FRONT OF THE HOME
 GB1680'OF W.E. MC DONALD, 1 FOOT WEST OF THE FENCE, AND 25 FEET EAST OF THE
 GB1680'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 48 1934
 GB1680'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0893 ***********************************************************************
 GB0893  DESIGNATION -  E 49
 GB0893  PID         -  GB0893
 GB0893  STATE/COUNTY-  TN/MORGAN
 GB0893  USGS QUAD   -  RUGBY (1984)
 GB0893
 GB0893                         *CURRENT SURVEY CONTROL
 GB0893  ___________________________________________________________________
 GB0893* NAD 83(1986)-  36 15 10.     (N)    084 40 03.     (W)     SCALED    
 GB0893* NAVD 88     -       422.123  (meters)    1384.92   (feet)  ADJUSTED  
 GB0893  ___________________________________________________________________
 GB0893  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GB0893  DYNAMIC HT  -         421.754 (meters)    1383.70  (feet)  COMP
 GB0893  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 GB0893
 GB0893  VERT ORDER  -  FIRST     CLASS II
 GB0893
 GB0893.The horizontal coordinates were scaled from a topographic map and have
 GB0893.an estimated accuracy of +/- 6 seconds.
 GB0893
 GB0893.The orthometric height was determined by differential leveling
 GB0893.and adjusted by the National Geodetic Survey in June 1991..
 GB0893
 GB0893.The geoid height was determined by GEOID03.
 GB0893
 GB0893.The dynamic height is computed by dividing the NAVD 88
 GB0893.geopotential number by the normal gravity value computed on the
 GB0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0893.degrees latitude (g = 980.6199 gals.).
 GB0893
 GB0893.The modeled gravity was interpolated from observed gravity values.
 GB0893
 GB0893;                    North         East    Units  Estimated Accuracy
 GB0893;SPC TN       -   213,780.      719,750.      MT  (+/- 180 meters Scaled)
 GB0893
 GB0893                          SUPERSEDED SURVEY CONTROL
 GB0893
 GB0893  NGVD 29 (??/??/92)  422.232  (m)         1385.27   (f) ADJ UNCH    1 2
 GB0893
 GB0893.Superseded values are not recommended for survey control.
 GB0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0893.See file dsdata.txt to determine how the superseded data were derived.
 GB0893
 GB0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF095145(NAD 83)
 GB0893_MARKER: DB = BENCH MARK DISK
 GB0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0893_SP_SET: CULVERT
 GB0893_STAMPING: E 49 1934
 GB0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0893
 GB0893  HISTORY     - Date     Condition        Report By
 GB0893  HISTORY     - 1934     MONUMENTED       CGS
 GB0893  HISTORY     - 1950     GOOD             NGS
 GB0893  HISTORY     - 1968     MARK NOT FOUND   USGS
 GB0893
 GB0893                          STATION DESCRIPTION
 GB0893
 GB0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0893'1 MI N FROM SUNBRIGHT.
 GB0893'ABOUT 1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0893'AT SUNBRIGHT, 56 FEET WEST-NORTHWEST OF MILE POST 231, 60 FEET
 GB0893'WEST OF THE WEST RAIL, 67 1/2 FEET SOUTHWEST OF THE CENTER OF A
 GB0893'ROAD CROSSING, 19 1/2 FEET EAST OF THE CENTER LINE OF U.S.
 GB0893'HIGHWAY 27, ABOUT 75 YARDS SOUTH OF THE CENTER OF THE JUNCTION
 GB0893'OF THE HIGHWAY AND A ROAD LEADING NORTHWEST, SET IN THE TOP OF
 GB0893'THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A PIPE CULVERT
 GB0893'UNDER THE HIGHWAY AND ABOUT 3 FEET BELOW THE HIGHWAY.
 GB0893
 GB0893                          STATION RECOVERY (1968)
 GB0893
 GB0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GB0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0912 ***********************************************************************
 GB0912  DESIGNATION -  E 49 B
 GB0912  PID         -  GB0912
 GB0912  STATE/COUNTY-  TN/SCOTT
 GB0912  USGS QUAD   -  ROBBINS (1980)
 GB0912
 GB0912                         *CURRENT SURVEY CONTROL
 GB0912  ___________________________________________________________________
 GB0912* NAD 83(1986)-  36 20 23.     (N)    084 35 51.     (W)     SCALED    
 GB0912* NAVD 88     -       420.278  (meters)    1378.86   (feet)  ADJUSTED  
 GB0912  ___________________________________________________________________
 GB0912  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0912  DYNAMIC HT  -         419.916 (meters)    1377.67  (feet)  COMP
 GB0912  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 GB0912
 GB0912  VERT ORDER  -  FIRST     CLASS I
 GB0912
 GB0912.The horizontal coordinates were scaled from a topographic map and have
 GB0912.an estimated accuracy of +/- 6 seconds.
 GB0912
 GB0912.The orthometric height was determined by differential leveling
 GB0912.and adjusted by the National Geodetic Survey in June 1991..
 GB0912.WARNING-Repeat measurements at this control monument indicate possible
 GB0912.vertical movement.
 GB0912
 GB0912.The geoid height was determined by GEOID03.
 GB0912
 GB0912.The dynamic height is computed by dividing the NAVD 88
 GB0912.geopotential number by the normal gravity value computed on the
 GB0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0912.degrees latitude (g = 980.6199 gals.).
 GB0912
 GB0912.The modeled gravity was interpolated from observed gravity values.
 GB0912
 GB0912;                    North         East    Units  Estimated Accuracy
 GB0912;SPC TN       -   223,510.      725,900.      MT  (+/- 180 meters Scaled)
 GB0912
 GB0912                          SUPERSEDED SURVEY CONTROL
 GB0912
 GB0912  NGVD 29 (??/??/92)  420.407  (m)         1379.29   (f) ADJ UNCH    1 1
 GB0912
 GB0912.Superseded values are not recommended for survey control.
 GB0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0912.See file dsdata.txt to determine how the superseded data were derived.
 GB0912
 GB0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF156243(NAD 83)
 GB0912_MARKER: DB = BENCH MARK DISK
 GB0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0912_SP_SET: OVERPASS CURB
 GB0912_STAMPING: E 49 B 1950
 GB0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0912
 GB0912  HISTORY     - Date     Condition        Report By
 GB0912  HISTORY     - 1950     MONUMENTED       CGS
 GB0912  HISTORY     - 1968     GOOD             NGS
 GB0912
 GB0912                          STATION DESCRIPTION
 GB0912
 GB0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0912'1 MI S FROM ROBBINS.
 GB0912'ABOUT 1.05 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0912'STATION AT ROBBINS, 236 FEET SOUTH OF MILEPOST 223, SET IN THE
 GB0912'TOP AND 0.4 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 GB0912'CONCRETE CURB ON THE RAILROAD OVERPASS FOR A GRAVELED ROAD,
 GB0912'14 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 GB0912'TRACK, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0927 ***********************************************************************
 GB0927  DESIGNATION -  E 49 C
 GB0927  PID         -  GB0927
 GB0927  STATE/COUNTY-  TN/SCOTT
 GB0927  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0927
 GB0927                         *CURRENT SURVEY CONTROL
 GB0927  ___________________________________________________________________
 GB0927* NAD 83(1986)-  36 22 50.     (N)    084 33 17.     (W)     SCALED    
 GB0927* NAVD 88     -       373.152  (meters)    1224.25   (feet)  ADJUSTED  
 GB0927  ___________________________________________________________________
 GB0927  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0927  DYNAMIC HT  -         372.833 (meters)    1223.20  (feet)  COMP
 GB0927  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GB0927
 GB0927  VERT ORDER  -  FIRST     CLASS I
 GB0927
 GB0927.The horizontal coordinates were scaled from a topographic map and have
 GB0927.an estimated accuracy of +/- 6 seconds.
 GB0927
 GB0927.The orthometric height was determined by differential leveling
 GB0927.and adjusted by the National Geodetic Survey in June 1991..
 GB0927
 GB0927.The geoid height was determined by GEOID03.
 GB0927
 GB0927.The dynamic height is computed by dividing the NAVD 88
 GB0927.geopotential number by the normal gravity value computed on the
 GB0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0927.degrees latitude (g = 980.6199 gals.).
 GB0927
 GB0927.The modeled gravity was interpolated from observed gravity values.
 GB0927
 GB0927;                    North         East    Units  Estimated Accuracy
 GB0927;SPC TN       -   228,100.      729,680.      MT  (+/- 180 meters Scaled)
 GB0927
 GB0927                          SUPERSEDED SURVEY CONTROL
 GB0927
 GB0927  NGVD 29 (??/??/92)  373.289  (m)         1224.70   (f) ADJ UNCH    1 1
 GB0927
 GB0927.Superseded values are not recommended for survey control.
 GB0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0927.See file dsdata.txt to determine how the superseded data were derived.
 GB0927
 GB0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF193289(NAD 83)
 GB0927_MARKER: Q = CHISELED SQUARE
 GB0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0927_SP_SET: ABUTMENT
 GB0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0927
 GB0927  HISTORY     - Date     Condition        Report By
 GB0927  HISTORY     - UNK      MONUMENTED       CGS
 GB0927  HISTORY     - 1968     GOOD             NGS
 GB0927
 GB0927                          STATION DESCRIPTION
 GB0927
 GB0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0927'2.9 MI NE FROM ROBBINS.
 GB0927'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0927'STATION AT ROBBINS, SET IN THE TOP AND 2.3 FEET NORTH OF THE SOUTH
 GB0927'END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER NEW
 GB0927'RIVER, 4 1/2 FEET SOUTH OF THE SOUTH RAIL, 0.7 FOOT WEST OF BENCH
 GB0927'MARK D 197, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0936 ***********************************************************************
 GB0936  DESIGNATION -  E 49 E
 GB0936  PID         -  GB0936
 GB0936  STATE/COUNTY-  TN/SCOTT
 GB0936  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0936
 GB0936                         *CURRENT SURVEY CONTROL
 GB0936  ___________________________________________________________________
 GB0936* NAD 83(1986)-  36 25 34.     (N)    084 32 39.     (W)     SCALED    
 GB0936* NAVD 88     -       425.252  (meters)    1395.18   (feet)  ADJUSTED  
 GB0936  ___________________________________________________________________
 GB0936  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB0936  DYNAMIC HT  -         424.890 (meters)    1393.99  (feet)  COMP
 GB0936  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GB0936
 GB0936  VERT ORDER  -  FIRST     CLASS II
 GB0936
 GB0936.The horizontal coordinates were scaled from a topographic map and have
 GB0936.an estimated accuracy of +/- 6 seconds.
 GB0936
 GB0936.The orthometric height was determined by differential leveling
 GB0936.and adjusted by the National Geodetic Survey in June 1991..
 GB0936
 GB0936.The geoid height was determined by GEOID03.
 GB0936
 GB0936.The dynamic height is computed by dividing the NAVD 88
 GB0936.geopotential number by the normal gravity value computed on the
 GB0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0936.degrees latitude (g = 980.6199 gals.).
 GB0936
 GB0936.The modeled gravity was interpolated from observed gravity values.
 GB0936
 GB0936;                    North         East    Units  Estimated Accuracy
 GB0936;SPC TN       -   233,170.      730,550.      MT  (+/- 180 meters Scaled)
 GB0936
 GB0936                          SUPERSEDED SURVEY CONTROL
 GB0936
 GB0936  NGVD 29 (??/??/92)  425.380  (m)         1395.60   (f) ADJ UNCH    1 2
 GB0936
 GB0936.Superseded values are not recommended for survey control.
 GB0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0936.See file dsdata.txt to determine how the superseded data were derived.
 GB0936
 GB0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF201340(NAD 83)
 GB0936_MARKER: DB = BENCH MARK DISK
 GB0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0936_SP_SET: FOUNDATION
 GB0936_STAMPING: E 49 E 1934
 GB0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0936
 GB0936  HISTORY     - Date     Condition        Report By
 GB0936  HISTORY     - 1934     MONUMENTED       CGS
 GB0936  HISTORY     - 1950     GOOD             NGS
 GB0936  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0936
 GB0936                          STATION DESCRIPTION
 GB0936
 GB0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0936'0.3 MI S FROM HELENWOOD.
 GB0936'ABOUT 0.3 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0936'AT HELENWOOD, 14 FEET EAST OF THE EAST RAIL OF THE EAST MAIN
 GB0936'TRACK, 21 1/2 FEET SOUTH OF A WHISTLE POST, 36 FEET SOUTH-SOUTHEAST
 GB0936'OF A MAIL HOOK, 61 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 GB0936'OF THE CONCRETE BASE OF BLOCK SIGNAL NO. 215.4, SET IN THE TOP
 GB0936'OF THE NORTHWEST CORNER OF AN ABANDONED 15 BY 11-FOOT CONCRETE
 GB0936'FOUNDATION AND ABOUT 1 FOOT BELOW THE TRACK.
 GB0936
 GB0936                          STATION RECOVERY (1968)
 GB0936
 GB0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1414 ***********************************************************************
 GC1414  DESIGNATION -  E 4=PTS 1 W
 GC1414  PID         -  GC1414
 GC1414  STATE/COUNTY-  TN/CHEATHAM
 GC1414  USGS QUAD   -  ASHLAND CITY (1987)
 GC1414
 GC1414                         *CURRENT SURVEY CONTROL
 GC1414  ___________________________________________________________________
 GC1414* NAD 83(1986)-  36 16 42.     (N)    087 04 13.     (W)     SCALED    
 GC1414* NAVD 88     -       123.270  (meters)     404.43   (feet)  ADJUSTED  
 GC1414  ___________________________________________________________________
 GC1414  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1414  DYNAMIC HT  -         123.166 (meters)     404.09  (feet)  COMP
 GC1414  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 GC1414
 GC1414  VERT ORDER  -  FIRST     CLASS II
 GC1414
 GC1414.The horizontal coordinates were scaled from a topographic map and have
 GC1414.an estimated accuracy of +/- 6 seconds.
 GC1414
 GC1414.The orthometric height was determined by differential leveling
 GC1414.and adjusted by the National Geodetic Survey in June 1991..
 GC1414
 GC1414.The geoid height was determined by GEOID03.
 GC1414
 GC1414.The dynamic height is computed by dividing the NAVD 88
 GC1414.geopotential number by the normal gravity value computed on the
 GC1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1414.degrees latitude (g = 980.6199 gals.).
 GC1414
 GC1414.The modeled gravity was interpolated from observed gravity values.
 GC1414
 GC1414;                    North         East    Units  Estimated Accuracy
 GC1414;SPC TN       -   216,320.      503,840.      MT  (+/- 180 meters Scaled)
 GC1414
 GC1414                          SUPERSEDED SURVEY CONTROL
 GC1414
 GC1414  NGVD 29 (??/??/92)  123.318  (m)          404.59   (f) ADJ UNCH    1 2
 GC1414
 GC1414.Superseded values are not recommended for survey control.
 GC1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1414.See file dsdata.txt to determine how the superseded data were derived.
 GC1414
 GC1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF936148(NAD 83)
 GC1414_MARKER: DB = BENCH MARK DISK
 GC1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1414_STAMPING: E 4 1921 PT STA NO 1 W 1925 TENN
 GC1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1414+STABILITY: SURFACE MOTION
 GC1414
 GC1414  HISTORY     - Date     Condition        Report By
 GC1414  HISTORY     - 1921     MONUMENTED       CGS
 GC1414  HISTORY     - 1949     GOOD             NGS
 GC1414  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1414
 GC1414                          STATION DESCRIPTION
 GC1414
 GC1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1414'AT ASHLAND CITY.
 GC1414'AT ASHLAND CITY, CHEATHAM COUNTY, ON THE TENNESSEE CENTRAL
 GC1414'RAILROAD, 58.4 FEET SOUTH-SOUTHWEST ACROSS THE TRACK FROM THE
 GC1414'WEST CORNER OF THE STATION, 59.5 FEET SOUTHWEST ACROSS THE TRACK
 GC1414'FROM THE CENTER OF THE TELEGRAPH OFFICE WINDOW, 44.5 FEET SOUTHWEST
 GC1414'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 36 FEET SOUTH OF THE
 GC1414'SOUTH CORNER OF THE BASE OF THE SOUTH LEG OF THE RAILWAY WATER
 GC1414'TOWER, 11.8 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1.5
 GC1414'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND 3-1/2 FEET
 GC1414'BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED E 4 1921
 GC1414'PT STA NO 1 W 1925 TENN AND SET IN THE TOP OF A CONCRETE POST
 GC1414'PROJECTING 6 INCHES ABOVE GROUND.
 GC1414
 GC1414                          STATION RECOVERY (1984)
 GC1414
 GC1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1414'SEARCHED FOR BUT NOT RECOVERED, THE RAILROAD STATION IS NO LONGER
 GC1414'STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1877 ***********************************************************************
 GA1877  DESIGNATION -  E 5
 GA1877  PID         -  GA1877
 GA1877  STATE/COUNTY-  TN/HAMBLEN
 GA1877  USGS QUAD   -  MORRISTOWN (1979)
 GA1877
 GA1877                         *CURRENT SURVEY CONTROL
 GA1877  ___________________________________________________________________
 GA1877* NAD 83(1986)-  36 12 47.     (N)    083 17 39.     (W)     SCALED    
 GA1877* NAVD 88     -       388.685  (meters)    1275.21   (feet)  ADJUSTED  
 GA1877  ___________________________________________________________________
 GA1877  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA1877  DYNAMIC HT  -         388.327 (meters)    1274.04  (feet)  COMP
 GA1877  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 GA1877
 GA1877  VERT ORDER  -  FIRST     CLASS I
 GA1877
 GA1877.The horizontal coordinates were scaled from a topographic map and have
 GA1877.an estimated accuracy of +/- 6 seconds.
 GA1877
 GA1877.The orthometric height was determined by differential leveling
 GA1877.and adjusted by the National Geodetic Survey in June 1991..
 GA1877.WARNING-Repeat measurements at this control monument indicate possible
 GA1877.vertical movement.
 GA1877
 GA1877.The geoid height was determined by GEOID03.
 GA1877
 GA1877.The dynamic height is computed by dividing the NAVD 88
 GA1877.geopotential number by the normal gravity value computed on the
 GA1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1877.degrees latitude (g = 980.6199 gals.).
 GA1877
 GA1877.The modeled gravity was interpolated from observed gravity values.
 GA1877
 GA1877;                    North         East    Units  Estimated Accuracy
 GA1877;SPC TN       -   211,920.      843,270.      MT  (+/- 180 meters Scaled)
 GA1877
 GA1877                          SUPERSEDED SURVEY CONTROL
 GA1877
 GA1877  NGVD 29 (??/??/92)  388.813  (m)         1275.63   (f) ADJ UNCH    1 1
 GA1877
 GA1877.Superseded values are not recommended for survey control.
 GA1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1877.See file dsdata.txt to determine how the superseded data were derived.
 GA1877
 GA1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA937100(NAD 83)
 GA1877_MARKER: DB = BENCH MARK DISK
 GA1877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1877_SP_SET: BUILDING
 GA1877_STAMPING: E 5 1931 1276.014
 GA1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1877
 GA1877  HISTORY     - Date     Condition        Report By
 GA1877  HISTORY     - 1931     MONUMENTED       CGS
 GA1877  HISTORY     - 1967     GOOD             NGS
 GA1877
 GA1877                          STATION DESCRIPTION
 GA1877
 GA1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1877'AT MORRISTOWN.
 GA1877'AT MORRISTOWN, 184 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 GA1877'HENRY STREET STATION POST OFFICE BUILDING, AT THE INTERSECTION
 GA1877'OF HENRY STREET AND WEST MAIN STREET, SET VERTICALLY IN THE
 GA1877'SOUTHWEST FACE OF THE HAMILTON NATIONAL BANK BUILDING, 2.5
 GA1877'FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 34 FEET
 GA1877'NORTHWEST OF THE CENTERLINE OF WEST MAIN STREET, 23 FEET NORTHEAST
 GA1877'OF THE CENTERLINE OF HENRY STREET, AND 1.4 FEET ABOVE THE
 GA1877'LEVEL OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0572 ***********************************************************************
 GB0572  DESIGNATION -  E 50
 GB0572  PID         -  GB0572
 GB0572  STATE/COUNTY-  TN/CAMPBELL
 GB0572  USGS QUAD   -  JACKSBORO (1991)
 GB0572
 GB0572                         *CURRENT SURVEY CONTROL
 GB0572  ___________________________________________________________________
 GB0572* NAD 83(1986)-  36 15 38.     (N)    084 11 04.     (W)     SCALED    
 GB0572* NAVD 88     -       317.822  (meters)    1042.72   (feet)  ADJUSTED  
 GB0572  ___________________________________________________________________
 GB0572  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 GB0572  DYNAMIC HT  -         317.538 (meters)    1041.79  (feet)  COMP
 GB0572  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 GB0572
 GB0572  VERT ORDER  -  SECOND    CLASS 0
 GB0572
 GB0572.The horizontal coordinates were scaled from a topographic map and have
 GB0572.an estimated accuracy of +/- 6 seconds.
 GB0572
 GB0572.The orthometric height was determined by differential leveling
 GB0572.and adjusted by the National Geodetic Survey in June 1991..
 GB0572
 GB0572.The geoid height was determined by GEOID03.
 GB0572
 GB0572.The dynamic height is computed by dividing the NAVD 88
 GB0572.geopotential number by the normal gravity value computed on the
 GB0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0572.degrees latitude (g = 980.6199 gals.).
 GB0572
 GB0572.The modeled gravity was interpolated from observed gravity values.
 GB0572
 GB0572;                    North         East    Units  Estimated Accuracy
 GB0572;SPC TN       -   215,340.      763,140.      MT  (+/- 180 meters Scaled)
 GB0572
 GB0572                          SUPERSEDED SURVEY CONTROL
 GB0572
 GB0572  NGVD 29 (??/??/92)  317.933  (m)         1043.09   (f) ADJ UNCH    2 0
 GB0572
 GB0572.Superseded values are not recommended for survey control.
 GB0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0572.See file dsdata.txt to determine how the superseded data were derived.
 GB0572
 GB0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF529165(NAD 83)
 GB0572_MARKER: DB = BENCH MARK DISK
 GB0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0572_STAMPING: E 50 1934
 GB0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0572+STABILITY: SURFACE MOTION
 GB0572
 GB0572  HISTORY     - Date     Condition        Report By
 GB0572  HISTORY     - 1934     MONUMENTED       CGS
 GB0572  HISTORY     - 1961     GOOD             NGS
 GB0572  HISTORY     - 1973     GOOD             TVA
 GB0572
 GB0572                          STATION DESCRIPTION
 GB0572
 GB0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0572'3.6 MI N FROM LAKE CITY.
 GB0572'FROM THE POST OFFICE IN LAKE CITY, GO 3.4 MILES NORTH ON U.S.
 GB0572'HIGHWAY 26W TO A CONCRETE CULVERT UNDER THE HIGHWAY, THEN GO
 GB0572'ABOUT 0.1 MILE NORTHEAST ACROSS A FIELD TO OLD U.S. HIGHWAY 25W
 GB0572'AND A TRACK ROAD LEADING TO THE RAILROAD, FOLLOW THE TRACK ROAD
 GB0572'NORTHEAST FOR 0.05 MILE TO THE RAILROAD.  THE BENCH MARK IS
 GB0572'AT MILEAGE 34.7, 40 FT. SOUTHEAST OF THE CENTER OF THE ROAD
 GB0572'CROSSING, 13 FT. SOUTH OF THE SOUTH RAIL.  THE DISK IS SET IN
 GB0572'TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 3 FT. BELOW
 GB0572'THE LEVEL OF THE TRACK.
 GB0572
 GB0572                          STATION RECOVERY (1973)
 GB0572
 GB0572'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0603 ***********************************************************************
 GB0603  DESIGNATION -  E 51
 GB0603  PID         -  GB0603
 GB0603  STATE/COUNTY-  TN/CAMPBELL
 GB0603  USGS QUAD   -  LA FOLLETTE (1990)
 GB0603
 GB0603                         *CURRENT SURVEY CONTROL
 GB0603  ___________________________________________________________________
 GB0603* NAD 83(1986)-  36 28 45.     (N)    084 03 25.     (W)     SCALED    
 GB0603* NAVD 88     -       406.731  (meters)    1334.42   (feet)  ADJUSTED  
 GB0603  ___________________________________________________________________
 GB0603  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0603  DYNAMIC HT  -         406.369 (meters)    1333.23  (feet)  COMP
 GB0603  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 GB0603
 GB0603  VERT ORDER  -  SECOND    CLASS 0
 GB0603
 GB0603.The horizontal coordinates were scaled from a topographic map and have
 GB0603.an estimated accuracy of +/- 6 seconds.
 GB0603
 GB0603.The orthometric height was determined by differential leveling
 GB0603.and adjusted by the National Geodetic Survey in June 1991..
 GB0603
 GB0603.The geoid height was determined by GEOID03.
 GB0603
 GB0603.The dynamic height is computed by dividing the NAVD 88
 GB0603.geopotential number by the normal gravity value computed on the
 GB0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0603.degrees latitude (g = 980.6199 gals.).
 GB0603
 GB0603.The modeled gravity was interpolated from observed gravity values.
 GB0603
 GB0603;                    North         East    Units  Estimated Accuracy
 GB0603;SPC TN       -   239,810.      774,120.      MT  (+/- 180 meters Scaled)
 GB0603
 GB0603                          SUPERSEDED SURVEY CONTROL
 GB0603
 GB0603  NGVD 29 (??/??/92)  406.839  (m)         1334.77   (f) ADJ UNCH    2 0
 GB0603
 GB0603.Superseded values are not recommended for survey control.
 GB0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0603.See file dsdata.txt to determine how the superseded data were derived.
 GB0603
 GB0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF636411(NAD 83)
 GB0603_MARKER: DB = BENCH MARK DISK
 GB0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0603_STAMPING: E 51 1934
 GB0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0603+STABILITY: SURFACE MOTION
 GB0603
 GB0603  HISTORY     - Date     Condition        Report By
 GB0603  HISTORY     - 1934     MONUMENTED       CGS
 GB0603
 GB0603                          STATION DESCRIPTION
 GB0603
 GB0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0603'AT COTULA.
 GB0603'AT COTULA, CAMPBELL COUNTY, 300 FEET SOUTH OF THE LOUISVILLE AND
 GB0603'NASHVILLE RAILROAD STATION, OPPOSITE MILEPOST L 215, AND 35 FEET
 GB0603'EAST OF THE MAIN TRACK.  A STANDARD DISK, STAMPED E 51 1934 AND
 GB0603'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MONUMENT IS LOOSE IN
 GB0603'GROUND, SEEMINGLY BROKEN IN TWO BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0682 ***********************************************************************
 GA0682  DESIGNATION -  E 52
 GA0682  PID         -  GA0682
 GA0682  STATE/COUNTY-  TN/UNICOI
 GA0682  USGS QUAD   -  FLAG POND (1939)
 GA0682
 GA0682                         *CURRENT SURVEY CONTROL
 GA0682  ___________________________________________________________________
 GA0682* NAD 83(1986)-  36 04 01.     (N)    082 30 42.     (W)     SCALED    
 GA0682* NAVD 88     -       569.562  (meters)    1868.64   (feet)  ADJUSTED  
 GA0682  ___________________________________________________________________
 GA0682  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA0682  DYNAMIC HT  -         568.994 (meters)    1866.77  (feet)  COMP
 GA0682  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 GA0682
 GA0682  VERT ORDER  -  SECOND    CLASS 0
 GA0682
 GA0682.The horizontal coordinates were scaled from a topographic map and have
 GA0682.an estimated accuracy of +/- 6 seconds.
 GA0682
 GA0682.The orthometric height was determined by differential leveling
 GA0682.and adjusted by the National Geodetic Survey in June 1991..
 GA0682
 GA0682.The geoid height was determined by GEOID03.
 GA0682
 GA0682.The dynamic height is computed by dividing the NAVD 88
 GA0682.geopotential number by the normal gravity value computed on the
 GA0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0682.degrees latitude (g = 980.6199 gals.).
 GA0682
 GA0682.The modeled gravity was interpolated from observed gravity values.
 GA0682
 GA0682;                    North         East    Units  Estimated Accuracy
 GA0682;SPC TN       -   197,940.      914,180.      MT  (+/- 180 meters Scaled)
 GA0682
 GA0682                          SUPERSEDED SURVEY CONTROL
 GA0682
 GA0682  NGVD 29 (??/??/92)  569.677  (m)         1869.02   (f) ADJ UNCH    2 0
 GA0682
 GA0682.Superseded values are not recommended for survey control.
 GA0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0682.See file dsdata.txt to determine how the superseded data were derived.
 GA0682
 GA0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV638924(NAD 83)
 GA0682_MARKER: DB = BENCH MARK DISK
 GA0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0682_STAMPING: E 52 1934
 GA0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0682+STABILITY: SURFACE MOTION
 GA0682
 GA0682  HISTORY     - Date     Condition        Report By
 GA0682  HISTORY     - 1934     MONUMENTED       CGS
 GA0682  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0682
 GA0682                          STATION DESCRIPTION
 GA0682
 GA0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0682'4.3 MI E FROM ROCKY FORK.
 GA0682'4.3 MILES EAST ALONG THE ERWIN-WHITEROCK HIGHWAY FROM ROCKY FORK,
 GA0682'UNICOI COUNTY, 0.5 MILE WEST OF THE JUNCTION WITH U.S. HIGHWAY
 GA0682'23, 400 FEET EAST OF THE HOUSE OF ROBERT WILLIS, AND 24 FEET
 GA0682'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0682'E 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1799 ***********************************************************************
 FB1799  DESIGNATION -  E 53
 FB1799  PID         -  FB1799
 FB1799  STATE/COUNTY-  TN/SEVIER
 FB1799  USGS QUAD   -  GATLINBURG (1979)
 FB1799
 FB1799                         *CURRENT SURVEY CONTROL
 FB1799  ___________________________________________________________________
 FB1799* NAD 83(1986)-  35 41 15.     (N)    083 32 06.     (W)     SCALED    
 FB1799* NAVD 88     -       445.442  (meters)    1461.42   (feet)  ADJUSTED  
 FB1799  ___________________________________________________________________
 FB1799  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FB1799  DYNAMIC HT  -         444.999 (meters)    1459.97  (feet)  COMP
 FB1799  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 FB1799
 FB1799  VERT ORDER  -  SECOND    CLASS 0
 FB1799
 FB1799.The horizontal coordinates were scaled from a topographic map and have
 FB1799.an estimated accuracy of +/- 6 seconds.
 FB1799
 FB1799.The orthometric height was determined by differential leveling
 FB1799.and adjusted by the National Geodetic Survey in June 1991..
 FB1799
 FB1799.The geoid height was determined by GEOID03.
 FB1799
 FB1799.The dynamic height is computed by dividing the NAVD 88
 FB1799.geopotential number by the normal gravity value computed on the
 FB1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1799.degrees latitude (g = 980.6199 gals.).
 FB1799
 FB1799.The modeled gravity was interpolated from observed gravity values.
 FB1799
 FB1799;                    North         East    Units  Estimated Accuracy
 FB1799;SPC TN       -   153,050.      823,090.      MT  (+/- 180 meters Scaled)
 FB1799
 FB1799                          SUPERSEDED SURVEY CONTROL
 FB1799
 FB1799  NGVD 29 (??/??/92)  445.536  (m)         1461.73   (f) ADJ UNCH    2 0
 FB1799
 FB1799.Superseded values are not recommended for survey control.
 FB1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1799.See file dsdata.txt to determine how the superseded data were derived.
 FB1799
 FB1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV706522(NAD 83)
 FB1799_MARKER: DB = BENCH MARK DISK
 FB1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1799_STAMPING: E 53 1934
 FB1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1799+STABILITY: SURFACE MOTION
 FB1799
 FB1799  HISTORY     - Date     Condition        Report By
 FB1799  HISTORY     - 1934     MONUMENTED       CGS
 FB1799  HISTORY     - 1940     MARK NOT FOUND   NGS
 FB1799
 FB1799                          STATION DESCRIPTION
 FB1799
 FB1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB1799'2 MI S FROM GATLINBURG.
 FB1799'2.0 MILES SOUTH ALONG STATE HIGHWAY 71 FROM GATLINBURG, AT THE
 FB1799'INTERSECTION OF STATE HIGHWAY 73, 50 FEET SOUTH OF THE CENTERLINE
 FB1799'OF STATE HIGHWAY 71, 30 FEET WEST OF THE CENTERLINE OF STATE
 FB1799'HIGHWAY 73, AT THE NORTH END OF THE BRIDGE OVER LITTLE PIGEON
 FB1799'RIVER, ON THE NORTH BANK OF THE RIVER, AND IN A FLOWER BED.  A
 FB1799'STANDARD DISK, STAMPED E 53 1934 AND SET IN THE TOP OF A CONCRETE
 FB1799'POST.  NOTE-- THERE IS A NEW HIGHWAY AND BRIDGE IN THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0165 ***********************************************************************
 FC0165  DESIGNATION -  E 54
 FC0165  PID         -  FC0165
 FC0165  STATE/COUNTY-  TN/MONROE
 FC0165  USGS QUAD   -  MADISONVILLE (1984)
 FC0165
 FC0165                         *CURRENT SURVEY CONTROL
 FC0165  ___________________________________________________________________
 FC0165* NAD 83(1986)-  35 35 01.     (N)    084 15 38.     (W)     SCALED    
 FC0165* NAVD 88     -       259.915  (meters)     852.74   (feet)  ADJUSTED  
 FC0165  ___________________________________________________________________
 FC0165  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0165  DYNAMIC HT  -         259.668 (meters)     851.93  (feet)  COMP
 FC0165  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 FC0165
 FC0165  VERT ORDER  -  SECOND    CLASS 0
 FC0165
 FC0165.The horizontal coordinates were scaled from a topographic map and have
 FC0165.an estimated accuracy of +/- 6 seconds.
 FC0165
 FC0165.The orthometric height was determined by differential leveling
 FC0165.and adjusted by the National Geodetic Survey in June 1991..
 FC0165
 FC0165.The geoid height was determined by GEOID03.
 FC0165
 FC0165.The dynamic height is computed by dividing the NAVD 88
 FC0165.geopotential number by the normal gravity value computed on the
 FC0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0165.degrees latitude (g = 980.6199 gals.).
 FC0165
 FC0165.The modeled gravity was interpolated from observed gravity values.
 FC0165
 FC0165;                    North         East    Units  Estimated Accuracy
 FC0165;SPC TN       -   140,120.      757,640.      MT  (+/- 180 meters Scaled)
 FC0165
 FC0165                          SUPERSEDED SURVEY CONTROL
 FC0165
 FC0165  NGVD 29 (??/??/92)  260.021  (m)          853.09   (f) ADJ UNCH    2 0
 FC0165
 FC0165.Superseded values are not recommended for survey control.
 FC0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0165.See file dsdata.txt to determine how the superseded data were derived.
 FC0165
 FC0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE482412(NAD 83)
 FC0165_MARKER: DB = BENCH MARK DISK
 FC0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0165_STAMPING: E 54 1934
 FC0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0165+STABILITY: SURFACE MOTION
 FC0165
 FC0165  HISTORY     - Date     Condition        Report By
 FC0165  HISTORY     - 1934     MONUMENTED       CGS
 FC0165  HISTORY     - 1949     GOOD             NGS
 FC0165
 FC0165                          STATION DESCRIPTION
 FC0165
 FC0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0165'1.1 MI SW FROM VONORE.
 FC0165'1.1 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0165'FROM VONORE, MONROE COUNTY, 0.5 MILE NORTHEAST OF MILEPOST
 FC0165'310, 27 FEET NORTHEAST OF A PRIVATE-ROAD CROSSING, 48 FEET
 FC0165'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTHEAST
 FC0165'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 54 1934
 FC0165'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 FC0165'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0767 ***********************************************************************
 GA0767  DESIGNATION -  E 55
 GA0767  PID         -  GA0767
 GA0767  STATE/COUNTY-  TN/HAWKINS
 GA0767  USGS QUAD   -  BUREM (1976)
 GA0767
 GA0767                         *CURRENT SURVEY CONTROL
 GA0767  ___________________________________________________________________
 GA0767* NAD 83(1986)-  36 27 41.     (N)    082 58 42.     (W)     SCALED    
 GA0767* NAVD 88     -       365.785  (meters)    1200.08   (feet)  ADJUSTED  
 GA0767  ___________________________________________________________________
 GA0767  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0767  DYNAMIC HT  -         365.452 (meters)    1198.99  (feet)  COMP
 GA0767  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GA0767
 GA0767  VERT ORDER  -  SECOND    CLASS 0
 GA0767
 GA0767.The horizontal coordinates were scaled from a topographic map and have
 GA0767.an estimated accuracy of +/- 6 seconds.
 GA0767
 GA0767.The orthometric height was determined by differential leveling
 GA0767.and adjusted by the National Geodetic Survey in June 1991..
 GA0767
 GA0767.The geoid height was determined by GEOID03.
 GA0767
 GA0767.The dynamic height is computed by dividing the NAVD 88
 GA0767.geopotential number by the normal gravity value computed on the
 GA0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0767.degrees latitude (g = 980.6199 gals.).
 GA0767
 GA0767.The modeled gravity was interpolated from observed gravity values.
 GA0767
 GA0767;                    North         East    Units  Estimated Accuracy
 GA0767;SPC TN       -   240,290.      870,810.      MT  (+/- 180 meters Scaled)
 GA0767
 GA0767                          SUPERSEDED SURVEY CONTROL
 GA0767
 GA0767  NGVD 29 (??/??/92)  365.930  (m)         1200.56   (f) ADJ UNCH    2 0
 GA0767
 GA0767.Superseded values are not recommended for survey control.
 GA0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0767.See file dsdata.txt to determine how the superseded data were derived.
 GA0767
 GA0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA227369(NAD 83)
 GA0767_MARKER: DB = BENCH MARK DISK
 GA0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0767_STAMPING: E 55 1934
 GA0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0767+STABILITY: SURFACE MOTION
 GA0767
 GA0767  HISTORY     - Date     Condition        Report By
 GA0767  HISTORY     - 1934     MONUMENTED       CGS
 GA0767  HISTORY     - 1950     GOOD             TVA
 GA0767
 GA0767                          STATION DESCRIPTION
 GA0767
 GA0767'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA0767'4.9 MI N FROM ROGERSVILLE.
 GA0767'4.9 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, HAWKINS
 GA0767'COUNTY, AT THE HOME OF V.G. BARKER, 45 FEET WEST OF A WALK
 GA0767'LEADING TO THE HOUSE, 15 FEET NORTH OF A FRAME GARAGE, 25 FEET
 GA0767'WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF THE
 GA0767'RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF STEEL WITNESS POST.
 GA0767'A STANDARD DISK, STAMPED E 55 1934 AND SET IN THE TOP OF A CONCRETE
 GA0767'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0736 ***********************************************************************
 GA0736  DESIGNATION -  E 56
 GA0736  PID         -  GA0736
 GA0736  STATE/COUNTY-  TN/GREENE
 GA0736  USGS QUAD   -  MOSHEIM (1971)
 GA0736
 GA0736                         *CURRENT SURVEY CONTROL
 GA0736  ___________________________________________________________________
 GA0736* NAD 83(1986)-  36 09 19.     (N)    082 54 20.     (W)     SCALED    
 GA0736* NAVD 88     -       393.208  (meters)    1290.05   (feet)  ADJUSTED  
 GA0736  ___________________________________________________________________
 GA0736  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0736  DYNAMIC HT  -         392.837 (meters)    1288.83  (feet)  COMP
 GA0736  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 GA0736
 GA0736  VERT ORDER  -  SECOND    CLASS 0
 GA0736
 GA0736.The horizontal coordinates were scaled from a topographic map and have
 GA0736.an estimated accuracy of +/- 6 seconds.
 GA0736
 GA0736.The orthometric height was determined by differential leveling
 GA0736.and adjusted by the National Geodetic Survey in June 1991..
 GA0736
 GA0736.The geoid height was determined by GEOID03.
 GA0736
 GA0736.The dynamic height is computed by dividing the NAVD 88
 GA0736.geopotential number by the normal gravity value computed on the
 GA0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0736.degrees latitude (g = 980.6199 gals.).
 GA0736
 GA0736.The modeled gravity was interpolated from observed gravity values.
 GA0736
 GA0736;                    North         East    Units  Estimated Accuracy
 GA0736;SPC TN       -   206,550.      878,400.      MT  (+/- 180 meters Scaled)
 GA0736
 GA0736                          SUPERSEDED SURVEY CONTROL
 GA0736
 GA0736  NGVD 29 (??/??/92)  393.349  (m)         1290.51   (f) ADJ UNCH    2 0
 GA0736
 GA0736.Superseded values are not recommended for survey control.
 GA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0736.See file dsdata.txt to determine how the superseded data were derived.
 GA0736
 GA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA285028(NAD 83)
 GA0736_MARKER: DB = BENCH MARK DISK
 GA0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0736_STAMPING: E 56 1934
 GA0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0736+STABILITY: SURFACE MOTION
 GA0736
 GA0736  HISTORY     - Date     Condition        Report By
 GA0736  HISTORY     - 1934     MONUMENTED       CGS
 GA0736  HISTORY     - 1950     GOOD             TVA
 GA0736  HISTORY     - 1981     GOOD             LOCENG
 GA0736
 GA0736                          STATION DESCRIPTION
 GA0736
 GA0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0736'4.8 MI W FROM GREENEVILLE.
 GA0736'4.8 MILES W ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0736'GREENEVILLE, GREENE COUNTY, AT MILEAGE 61.5, 10 FEET W OF A
 GA0736'PRIVATE ROAD CROSSING, 24 FEET S OF THE CENTERLINE OF THE MAIN
 GA0736'TRACK, 1 FOOT N OF A FENCE.  27 FEET SOUTH OF THE CENTERLINE
 GA0736'OF R.R., 29 FEET SOUTHWEST OF CENTERLINE OF INTERSECTION OF FARM
 GA0736'ROAD AND R.R. 17.3 FEET WEST OF STEEL FENCE POST AT EAST END OF
 GA0736'GATE, 365 FEET EAST ALONG R.R. FROM HIGH TENSION LINE CROSSING
 GA0736'R.R.  A STANDARD DISK, STAMPED E 56 1934 AND SET IN THE TOP OF
 GA0736'A CONCRETE POST.
 GA0736
 GA0736                          STATION RECOVERY (1950)
 GA0736
 GA0736'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0736'RECOVERED IN GOOD CONDITION.
 GA0736
 GA0736                          STATION RECOVERY (1981)
 GA0736
 GA0736'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0571 ***********************************************************************
 GA0571  DESIGNATION -  E 57
 GA0571  PID         -  GA0571
 GA0571  STATE/COUNTY-  TN/WASHINGTON
 GA0571  USGS QUAD   -  JOHNSON CITY (1968)
 GA0571
 GA0571                         *CURRENT SURVEY CONTROL
 GA0571  ___________________________________________________________________
 GA0571* NAD 83(1986)-  36 19 13.     (N)    082 21 18.     (W)     SCALED    
 GA0571* NAVD 88     -       504.858  (meters)    1656.36   (feet)  ADJUSTED  
 GA0571  ___________________________________________________________________
 GA0571  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0571  DYNAMIC HT  -         504.381 (meters)    1654.79  (feet)  COMP
 GA0571  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 GA0571
 GA0571  VERT ORDER  -  SECOND    CLASS 0
 GA0571
 GA0571.The horizontal coordinates were scaled from a topographic map and have
 GA0571.an estimated accuracy of +/- 6 seconds.
 GA0571
 GA0571.The orthometric height was determined by differential leveling
 GA0571.and adjusted by the National Geodetic Survey in June 1991..
 GA0571
 GA0571.The geoid height was determined by GEOID03.
 GA0571
 GA0571.The dynamic height is computed by dividing the NAVD 88
 GA0571.geopotential number by the normal gravity value computed on the
 GA0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0571.degrees latitude (g = 980.6199 gals.).
 GA0571
 GA0571.The modeled gravity was interpolated from observed gravity values.
 GA0571
 GA0571;                    North         East    Units  Estimated Accuracy
 GA0571;SPC TN       -   226,550.      927,230.      MT  (+/- 180 meters Scaled)
 GA0571
 GA0571                          SUPERSEDED SURVEY CONTROL
 GA0571
 GA0571  NGVD 29 (??/??/92)  505.003  (m)         1656.83   (f) ADJ UNCH    2 0
 GA0571
 GA0571.Superseded values are not recommended for survey control.
 GA0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0571.See file dsdata.txt to determine how the superseded data were derived.
 GA0571
 GA0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA783203(NAD 83)
 GA0571_MARKER: DB = BENCH MARK DISK
 GA0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0571_STAMPING: E 57 1934
 GA0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0571+STABILITY: SURFACE MOTION
 GA0571
 GA0571  HISTORY     - Date     Condition        Report By
 GA0571  HISTORY     - 1934     MONUMENTED       CGS
 GA0571  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0571
 GA0571                          STATION DESCRIPTION
 GA0571
 GA0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0571'AT JOHNSON CITY.
 GA0571'AT JOHNSON CITY, WASHINGTON COUNTY, AT NORTH ROAN STREET AND
 GA0571'FAIRVIEW AVENUE, AT THE JUNIOR HIGH SCHOOL, 3 FEET SOUTH OF THE
 GA0571'ENTRANCE AND 3 FEET WEST OF THE SIDEWALK.  A STANDARD DISK,
 GA0571'STAMPED E 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0571
 GA0571                          STATION RECOVERY (2001)
 GA0571
 GA0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0571'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0578 ***********************************************************************
 GA0578  DESIGNATION -  E 58
 GA0578  PID         -  GA0578
 GA0578  STATE/COUNTY-  TN/CARTER
 GA0578  USGS QUAD   -  JOHNSON CITY (1968)
 GA0578
 GA0578                         *CURRENT SURVEY CONTROL
 GA0578  ___________________________________________________________________
 GA0578* NAD 83(1986)-  36 19 38.     (N)    082 16 11.     (W)     SCALED    
 GA0578* NAVD 88     -       448.602  (meters)    1471.79   (feet)  ADJUSTED  
 GA0578  ___________________________________________________________________
 GA0578  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0578  DYNAMIC HT  -         448.175 (meters)    1470.39  (feet)  COMP
 GA0578  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 GA0578
 GA0578  VERT ORDER  -  SECOND    CLASS 0
 GA0578
 GA0578.The horizontal coordinates were scaled from a topographic map and have
 GA0578.an estimated accuracy of +/- 6 seconds.
 GA0578
 GA0578.The orthometric height was determined by differential leveling
 GA0578.and adjusted by the National Geodetic Survey in June 1991..
 GA0578
 GA0578.The geoid height was determined by GEOID03.
 GA0578
 GA0578.The dynamic height is computed by dividing the NAVD 88
 GA0578.geopotential number by the normal gravity value computed on the
 GA0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0578.degrees latitude (g = 980.6199 gals.).
 GA0578
 GA0578.The modeled gravity was interpolated from observed gravity values.
 GA0578
 GA0578;                    North         East    Units  Estimated Accuracy
 GA0578;SPC TN       -   227,610.      934,860.      MT  (+/- 180 meters Scaled)
 GA0578
 GA0578                          SUPERSEDED SURVEY CONTROL
 GA0578
 GA0578  NGVD 29 (??/??/92)  448.747  (m)         1472.26   (f) ADJ UNCH    2 0
 GA0578
 GA0578.Superseded values are not recommended for survey control.
 GA0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0578.See file dsdata.txt to determine how the superseded data were derived.
 GA0578
 GA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA860209(NAD 83)
 GA0578_MARKER: DB = BENCH MARK DISK
 GA0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0578_STAMPING: E 58 1934
 GA0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0578+STABILITY: SURFACE MOTION
 GA0578
 GA0578  HISTORY     - Date     Condition        Report By
 GA0578  HISTORY     - 1934     MONUMENTED       CGS
 GA0578  HISTORY     - 1935     GOOD             NGS
 GA0578
 GA0578                          STATION DESCRIPTION
 GA0578
 GA0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0578'3.7 MI W FROM ELIZABETHTON.
 GA0578'3.7 MILES WEST ALONG THE EAST TENNESSEE AND WESTERN NORTH CAROLINA
 GA0578'RAILROAD FROM ELIZABETHTON, CARTER COUNTY, AT MILEAGE 5.5, 66 FEET
 GA0578'WEST OF THE CENTER OF A GRADE CROSSING, 3 FEET SOUTHEAST OF THE
 GA0578'SOUTHEAST CORNER OF A SECTION HOUSE, AND 28 FEET SOUTH OF THE
 GA0578'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED E 58 1934
 GA0578'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0553 ***********************************************************************
 GA0553  DESIGNATION -  E 59
 GA0553  PID         -  GA0553
 GA0553  STATE/COUNTY-  TN/WASHINGTON
 GA0553  USGS QUAD   -  JONESBOROUGH (1968)
 GA0553
 GA0553                         *CURRENT SURVEY CONTROL
 GA0553  ___________________________________________________________________
 GA0553* NAD 83(1986)-  36 16 45.     (N)    082 29 18.     (W)     SCALED    
 GA0553* NAVD 88     -       512.030  (meters)    1679.89   (feet)  ADJUSTED  
 GA0553  ___________________________________________________________________
 GA0553  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0553  DYNAMIC HT  -         511.540 (meters)    1678.28  (feet)  COMP
 GA0553  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 GA0553
 GA0553  VERT ORDER  -  SECOND    CLASS 0
 GA0553
 GA0553.The horizontal coordinates were scaled from a topographic map and have
 GA0553.an estimated accuracy of +/- 6 seconds.
 GA0553
 GA0553.The orthometric height was determined by differential leveling
 GA0553.and adjusted by the National Geodetic Survey in June 1991..
 GA0553
 GA0553.The geoid height was determined by GEOID03.
 GA0553
 GA0553.The dynamic height is computed by dividing the NAVD 88
 GA0553.geopotential number by the normal gravity value computed on the
 GA0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0553.degrees latitude (g = 980.6199 gals.).
 GA0553
 GA0553.The modeled gravity was interpolated from observed gravity values.
 GA0553
 GA0553;                    North         East    Units  Estimated Accuracy
 GA0553;SPC TN       -   221,550.      915,430.      MT  (+/- 180 meters Scaled)
 GA0553
 GA0553                          SUPERSEDED SURVEY CONTROL
 GA0553
 GA0553  NGVD 29 (??/??/92)  512.164  (m)         1680.32   (f) ADJ UNCH    2 0
 GA0553
 GA0553.Superseded values are not recommended for survey control.
 GA0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0553.See file dsdata.txt to determine how the superseded data were derived.
 GA0553
 GA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA663159(NAD 83)
 GA0553_MARKER: DB = BENCH MARK DISK
 GA0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0553_STAMPING: E 59 1934
 GA0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0553+STABILITY: SURFACE MOTION
 GA0553
 GA0553  HISTORY     - Date     Condition        Report By
 GA0553  HISTORY     - 1934     MONUMENTED       CGS
 GA0553  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0553
 GA0553                          STATION DESCRIPTION
 GA0553
 GA0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0553'1 MI SW FROM JONESBORO.
 GA0553'1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0553'AT JONESBORO, WASHINGTON COUNTY, AT MILEAGE 34.1, 12 FEET WEST
 GA0553'OF THE FARM-ROAD CROSSING, 21 FEET NORTH OF THE CENTERLINE OF
 GA0553'THE MAIN TRACK, AND 7 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 GA0553'STAMPED E 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0553
 GA0553                          STATION RECOVERY (2001)
 GA0553
 GA0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0798 ***********************************************************************
 GD0798  DESIGNATION -  E 59
 GD0798  PID         -  GD0798
 GD0798  STATE/COUNTY-  TN/OBION
 GD0798  USGS QUAD   -  RIVES (1980)
 GD0798
 GD0798                         *CURRENT SURVEY CONTROL
 GD0798  ___________________________________________________________________
 GD0798* NAD 83(1986)-  36 17 52.     (N)    089 02 37.     (W)     SCALED    
 GD0798* NAVD 88     -        89.929  (meters)     295.04   (feet)  ADJUSTED  
 GD0798  ___________________________________________________________________
 GD0798  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0798  DYNAMIC HT  -          89.855 (meters)     294.80  (feet)  COMP
 GD0798  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 GD0798
 GD0798  VERT ORDER  -  SECOND    CLASS 0
 GD0798
 GD0798.The horizontal coordinates were scaled from a topographic map and have
 GD0798.an estimated accuracy of +/- 6 seconds.
 GD0798
 GD0798.The orthometric height was determined by differential leveling
 GD0798.and adjusted by the National Geodetic Survey in June 1991..
 GD0798
 GD0798.The geoid height was determined by GEOID03.
 GD0798
 GD0798.The dynamic height is computed by dividing the NAVD 88
 GD0798.geopotential number by the normal gravity value computed on the
 GD0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0798.degrees latitude (g = 980.6199 gals.).
 GD0798
 GD0798.The modeled gravity was interpolated from observed gravity values.
 GD0798
 GD0798;                    North         East    Units  Estimated Accuracy
 GD0798;SPC TN       -   222,210.      326,660.      MT  (+/- 180 meters Scaled)
 GD0798
 GD0798                          SUPERSEDED SURVEY CONTROL
 GD0798
 GD0798  NGVD 29 (??/??/??)   89.939  (m)          295.07   (f) ADJUSTED    2 0
 GD0798
 GD0798.Superseded values are not recommended for survey control.
 GD0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0798.See file dsdata.txt to determine how the superseded data were derived.
 GD0798
 GD0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF164189(NAD 83)
 GD0798_MARKER: DB = BENCH MARK DISK
 GD0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0798_STAMPING: E 59 1935
 GD0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0798+STABILITY: SURFACE MOTION
 GD0798
 GD0798  HISTORY     - Date     Condition        Report By
 GD0798  HISTORY     - 1935     MONUMENTED       CGS
 GD0798  HISTORY     - 1967     GOOD             CGS
 GD0798  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0798
 GD0798                          STATION DESCRIPTION
 GD0798
 GD0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0798'4.3 MI S FROM RIVES.
 GD0798'THE MARK IS ABOUT 4.3 MILES SOUTH ALONG THE MOBILE AND OHIO
 GD0798'RAILROAD FROM THE STATION AT RIVES, AT A GRAVELED ROAD CROSSING,
 GD0798'105 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 58 FEET SOUTH
 GD0798'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 44.7 FEET EAST
 GD0798'OF THE EAST RAIL, 4 FEET WEST OF A TELEPHONE POLE, AND 0.6 OF A
 GD0798'FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD0798'BENCH MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE, FLUSH,
 GD0798'CONCRETE MONUMENT AND THE DISK IS STAMPED E 59 1935.
 GD0798
 GD0798                          STATION RECOVERY (2002)
 GD0798
 GD0798'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0798'OLD RR GRADE HAS BEEN ABANDONED AND LEVELED, NO TRACE OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0008 ***********************************************************************
 FD0008  DESIGNATION -  E 6
 FD0008  PID         -  FD0008
 FD0008  STATE/COUNTY-  TN/RUTHERFORD
 FD0008  USGS QUAD   -  FOSTERVILLE (1980)
 FD0008
 FD0008                         *CURRENT SURVEY CONTROL
 FD0008  ___________________________________________________________________
 FD0008* NAD 83(1986)-  35 39 30.     (N)    086 24 18.     (W)     SCALED    
 FD0008* NAVD 88     -       257.283  (meters)     844.10   (feet)  ADJUSTED  
 FD0008  ___________________________________________________________________
 FD0008  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD0008  DYNAMIC HT  -         257.052 (meters)     843.34  (feet)  COMP
 FD0008  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 FD0008
 FD0008  VERT ORDER  -  FIRST     CLASS II
 FD0008
 FD0008.The horizontal coordinates were scaled from a topographic map and have
 FD0008.an estimated accuracy of +/- 6 seconds.
 FD0008
 FD0008.The orthometric height was determined by differential leveling
 FD0008.and adjusted by the National Geodetic Survey in June 1991..
 FD0008
 FD0008.The geoid height was determined by GEOID03.
 FD0008
 FD0008.The dynamic height is computed by dividing the NAVD 88
 FD0008.geopotential number by the normal gravity value computed on the
 FD0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0008.degrees latitude (g = 980.6199 gals.).
 FD0008
 FD0008.The modeled gravity was interpolated from observed gravity values.
 FD0008
 FD0008;                    North         East    Units  Estimated Accuracy
 FD0008;SPC TN       -   147,080.      563,330.      MT  (+/- 180 meters Scaled)
 FD0008
 FD0008                          SUPERSEDED SURVEY CONTROL
 FD0008
 FD0008  NGVD 29 (??/??/92)  257.282  (m)          844.10   (f) ADJ UNCH    1 2
 FD0008
 FD0008.Superseded values are not recommended for survey control.
 FD0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0008.See file dsdata.txt to determine how the superseded data were derived.
 FD0008
 FD0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE538462(NAD 83)
 FD0008_MARKER: DB = BENCH MARK DISK
 FD0008_SETTING: 0 = UNSPECIFIED SETTING
 FD0008_STAMPING: 844.473 E 6 1930
 FD0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0008
 FD0008  HISTORY     - Date     Condition        Report By
 FD0008  HISTORY     - 1930     MONUMENTED       CGS
 FD0008  HISTORY     - 1935     GOOD             NGS
 FD0008
 FD0008                          STATION DESCRIPTION
 FD0008
 FD0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0008'0.2 MI N FROM FOSTERVILLE.
 FD0008'0.25 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0008'RAILWAY FROM FOSTERVILLE, RUTHERFORD COUNTY, 4 RAILS NORTH OF
 FD0008'BLOCK SIGNAL 44/9, 31 FEET EAST OF THE EAST RAIL, IN THE FACE OF
 FD0008'THE FIRST CUT NORTH OF TOWN, AND 2 FEET ABOVE THE TRACK.  A
 FD0008'STANDARD DISK, STAMPED 844.473 E 6 1930 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0740 ***********************************************************************
 GD0740  DESIGNATION -  E 60
 GD0740  PID         -  GD0740
 GD0740  STATE/COUNTY-  TN/LAKE
 GD0740  USGS QUAD   -  RIDGELY (1981)
 GD0740
 GD0740                         *CURRENT SURVEY CONTROL
 GD0740  ___________________________________________________________________
 GD0740* NAD 83(1986)-  36 21 43.     (N)    089 28 08.     (W)     SCALED    
 GD0740* NAVD 88     -        88.085  (meters)     288.99   (feet)  ADJUSTED  
 GD0740  ___________________________________________________________________
 GD0740  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0740  DYNAMIC HT  -          88.014 (meters)     288.76  (feet)  COMP
 GD0740  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GD0740
 GD0740  VERT ORDER  -  FIRST     CLASS I
 GD0740
 GD0740.The horizontal coordinates were scaled from a topographic map and have
 GD0740.an estimated accuracy of +/- 6 seconds.
 GD0740
 GD0740.The orthometric height was determined by differential leveling
 GD0740.and adjusted by the National Geodetic Survey in June 1991..
 GD0740
 GD0740.The geoid height was determined by GEOID03.
 GD0740
 GD0740.The dynamic height is computed by dividing the NAVD 88
 GD0740.geopotential number by the normal gravity value computed on the
 GD0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0740.degrees latitude (g = 980.6199 gals.).
 GD0740
 GD0740.The modeled gravity was interpolated from observed gravity values.
 GD0740
 GD0740;                    North         East    Units  Estimated Accuracy
 GD0740;SPC TN       -   230,590.      288,740.      MT  (+/- 180 meters Scaled)
 GD0740
 GD0740                          SUPERSEDED SURVEY CONTROL
 GD0740
 GD0740  NGVD 29 (??/??/??)   88.012  (m)          288.75   (f) ADJUSTED    1 1
 GD0740
 GD0740.Superseded values are not recommended for survey control.
 GD0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0740.See file dsdata.txt to determine how the superseded data were derived.
 GD0740
 GD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF784269(NAD 83)
 GD0740_MARKER: DB = BENCH MARK DISK
 GD0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0740_STAMPING: E 60 1935
 GD0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0740+STABILITY: SURFACE MOTION
 GD0740
 GD0740  HISTORY     - Date     Condition        Report By
 GD0740  HISTORY     - 1935     MONUMENTED       CGS
 GD0740  HISTORY     - 1974     GOOD             NGS
 GD0740  HISTORY     - 20020802 POOR             USACE
 GD0740
 GD0740                          STATION DESCRIPTION
 GD0740
 GD0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0740'1.05 MI S FROM TIPTONVILLE.
 GD0740'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD0740'WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE, AT 4 FRAME HOUSES IN A
 GD0740'ROW AND SET BETWEEN THE TWO FRAME HOUSES IN CENTER, 81.4 FEET WEST OF
 GD0740'AND ACROSS TRACKS OF THE CENTER LINE OF THE HIGHWAY, 67.2 FEET
 GD0740'SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAY FRAME HOUSE, 51 FEET
 GD0740'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 30 FEET
 GD0740'NORTH OF A POWER POLE WITH TRANSFORMER AND GUY WIRE, 21.3 FEET WEST OF
 GD0740'THE WEST RAIL OF TRACKS, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP
 GD0740'OF A CONCRETE POST PROJECTING 0.1 FOOT.
 GD0740
 GD0740                          STATION RECOVERY (2002)
 GD0740
 GD0740'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0740'MARK DESTROYED. FOUND DISK ATTACHED TO CONCRETE POST LAYING FLAT ON
 GD0740'GROUND, UPROOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0866 ***********************************************************************
 FE0866  DESIGNATION -  E 63
 FE0866  PID         -  FE0866
 FE0866  STATE/COUNTY-  TN/CROCKETT
 FE0866  USGS QUAD   -  BELLS (1981)
 FE0866
 FE0866                         *CURRENT SURVEY CONTROL
 FE0866  ___________________________________________________________________
 FE0866* NAD 83(1986)-  35 41 34.     (N)    089 06 35.     (W)     SCALED    
 FE0866* NAVD 88     -        93.562  (meters)     306.96   (feet)  ADJUSTED  
 FE0866  ___________________________________________________________________
 FE0866  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0866  DYNAMIC HT  -          93.480 (meters)     306.69  (feet)  COMP
 FE0866  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 FE0866
 FE0866  VERT ORDER  -  SECOND    CLASS 0
 FE0866
 FE0866.The horizontal coordinates were scaled from a topographic map and have
 FE0866.an estimated accuracy of +/- 6 seconds.
 FE0866
 FE0866.The orthometric height was determined by differential leveling
 FE0866.and adjusted by the National Geodetic Survey in June 1991..
 FE0866
 FE0866.The geoid height was determined by GEOID03.
 FE0866
 FE0866.The dynamic height is computed by dividing the NAVD 88
 FE0866.geopotential number by the normal gravity value computed on the
 FE0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0866.degrees latitude (g = 980.6199 gals.).
 FE0866
 FE0866.The modeled gravity was interpolated from observed gravity values.
 FE0866
 FE0866;                    North         East    Units  Estimated Accuracy
 FE0866;SPC TN       -   155,300.      318,590.      MT  (+/- 180 meters Scaled)
 FE0866
 FE0866                          SUPERSEDED SURVEY CONTROL
 FE0866
 FE0866  NGVD 29 (??/??/??)   93.596  (m)          307.07   (f) ADJUSTED    2 0
 FE0866
 FE0866.Superseded values are not recommended for survey control.
 FE0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0866.See file dsdata.txt to determine how the superseded data were derived.
 FE0866
 FE0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE091519(NAD 83)
 FE0866_MARKER: DB = BENCH MARK DISK
 FE0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0866_SP_SET: BRIDGE ABUTMENT
 FE0866_STAMPING: E 63 1935
 FE0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0866
 FE0866  HISTORY     - Date     Condition        Report By
 FE0866  HISTORY     - 1935     MONUMENTED       CGS
 FE0866  HISTORY     - 1949     GOOD             CGS
 FE0866  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FE0866
 FE0866                          STATION DESCRIPTION
 FE0866
 FE0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0866'1.9 MI SW FROM BELL.
 FE0866'1.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0866'FROM THE STATION AT BELLS, CROCKETT COUNTY, AT MILEAGE 309.5,
 FE0866'AT STEEL BRIDGE 265 OVER SOUTH FORK FORKED DEER RIVER, IN THE
 FE0866'TOP OF THE NORTH END OF THE WEST ABUTMENT, 1 FOOT EAST AND 3
 FE0866'FEET SOUTH OF THE NORTHWEST CORNER, AND ABOUT 5-1/2 FEET LOWER
 FE0866'THAN THE TRACK.  A STANDARD DISK, STAMPED E 63 1935.
 FE0866
 FE0866                          STATION RECOVERY (1949)
 FE0866
 FE0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0866'RECOVERED IN GOOD CONDITION.
 FE0866
 FE0866                          STATION RECOVERY (1988)
 FE0866
 FE0866'RECOVERY NOTE BY US POWER SQUADRON 1988 (GMK)
 FE0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1060 ***********************************************************************
 FE1060  DESIGNATION -  E 64
 FE1060  PID         -  FE1060
 FE1060  STATE/COUNTY-  TN/HARDEMAN
 FE1060  USGS QUAD   -  GRAND JUNCTION (1980)
 FE1060
 FE1060                         *CURRENT SURVEY CONTROL
 FE1060  ___________________________________________________________________
 FE1060* NAD 83(1986)-  35 05 34.     (N)    089 09 33.     (W)     SCALED    
 FE1060* NAVD 88     -       187.831  (meters)     616.24   (feet)  ADJUSTED  
 FE1060  ___________________________________________________________________
 FE1060  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE1060  DYNAMIC HT  -         187.653 (meters)     615.66  (feet)  COMP
 FE1060  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 FE1060
 FE1060  VERT ORDER  -  SECOND    CLASS 0
 FE1060
 FE1060.The horizontal coordinates were scaled from a topographic map and have
 FE1060.an estimated accuracy of +/- 6 seconds.
 FE1060
 FE1060.The orthometric height was determined by differential leveling
 FE1060.and adjusted by the National Geodetic Survey in June 1991..
 FE1060
 FE1060.The geoid height was determined by GEOID03.
 FE1060
 FE1060.The dynamic height is computed by dividing the NAVD 88
 FE1060.geopotential number by the normal gravity value computed on the
 FE1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1060.degrees latitude (g = 980.6199 gals.).
 FE1060
 FE1060.The modeled gravity was interpolated from observed gravity values.
 FE1060
 FE1060;                    North         East    Units  Estimated Accuracy
 FE1060;SPC TN       -    88,910.      311,970.      MT  (+/- 180 meters Scaled)
 FE1060
 FE1060                          SUPERSEDED SURVEY CONTROL
 FE1060
 FE1060  NGVD 29 (??/??/??)  187.789  (m)          616.10   (f) ADJUSTED    2 0
 FE1060
 FE1060.Superseded values are not recommended for survey control.
 FE1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1060.See file dsdata.txt to determine how the superseded data were derived.
 FE1060
 FE1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD031854(NAD 83)
 FE1060_MARKER: DB = BENCH MARK DISK
 FE1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1060_STAMPING: E 64 1935
 FE1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1060+STABILITY: SURFACE MOTION
 FE1060
 FE1060  HISTORY     - Date     Condition        Report By
 FE1060  HISTORY     - 1935     MONUMENTED       CGS
 FE1060  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1060
 FE1060                          STATION DESCRIPTION
 FE1060
 FE1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1060'3 MI N FROM GRAND JUNCTION.
 FE1060'3.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1060'STATION AT GRAND JUNCTION, HARDEMAN COUNTY, 0.3 MILE SOUTH OF
 FE1060'MILEPOST 514, AT A ROAD CROSSING, 2 RAILS SOUTH OF THE ROAD,
 FE1060'20 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 10 FEET WEST
 FE1060'OF THE CENTERLINE OF A FARM ROAD.  A STANDARD DISK, STAMPED
 FE1060'E 64 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1060
 FE1060                          STATION RECOVERY (2002)
 FE1060
 FE1060'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0778 ***********************************************************************
 FE0778  DESIGNATION -  E 65
 FE0778  PID         -  FE0778
 FE0778  STATE/COUNTY-  TN/MADISON
 FE0778  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0778
 FE0778                         *CURRENT SURVEY CONTROL
 FE0778  ___________________________________________________________________
 FE0778* NAD 83(1986)-  35 32 34.     (N)    088 49 39.     (W)     SCALED    
 FE0778* NAVD 88     -       137.893  (meters)     452.40   (feet)  ADJUSTED  
 FE0778  ___________________________________________________________________
 FE0778  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0778  DYNAMIC HT  -         137.768 (meters)     451.99  (feet)  COMP
 FE0778  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 FE0778
 FE0778  VERT ORDER  -  SECOND    CLASS 0
 FE0778
 FE0778.The horizontal coordinates were scaled from a topographic map and have
 FE0778.an estimated accuracy of +/- 6 seconds.
 FE0778
 FE0778.The orthometric height was determined by differential leveling
 FE0778.and adjusted by the National Geodetic Survey in June 1991..
 FE0778
 FE0778.The geoid height was determined by GEOID03.
 FE0778
 FE0778.The dynamic height is computed by dividing the NAVD 88
 FE0778.geopotential number by the normal gravity value computed on the
 FE0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0778.degrees latitude (g = 980.6199 gals.).
 FE0778
 FE0778.The modeled gravity was interpolated from observed gravity values.
 FE0778
 FE0778;                    North         East    Units  Estimated Accuracy
 FE0778;SPC TN       -   137,890.      343,640.      MT  (+/- 180 meters Scaled)
 FE0778
 FE0778                          SUPERSEDED SURVEY CONTROL
 FE0778
 FE0778  NGVD 29 (??/??/??)  137.919  (m)          452.49   (f) ADJUSTED    2 0
 FE0778
 FE0778.Superseded values are not recommended for survey control.
 FE0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0778.See file dsdata.txt to determine how the superseded data were derived.
 FE0778
 FE0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE343347(NAD 83)
 FE0778_MARKER: DB = BENCH MARK DISK
 FE0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0778_STAMPING: E 65 1935
 FE0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0778+STABILITY: SURFACE MOTION
 FE0778
 FE0778  HISTORY     - Date     Condition        Report By
 FE0778  HISTORY     - 1935     MONUMENTED       CGS
 FE0778  HISTORY     - 1957     GOOD             CGS
 FE0778  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0778
 FE0778                          STATION DESCRIPTION
 FE0778
 FE0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0778'AT MALESUS.
 FE0778'AT MALESUS, MADISON COUNTY, 63 FEET NORTH OF ILLINOIS CENTRAL
 FE0778'RAILROAD AND ROAD CROSSING, 56 FEET WEST OF THE CENTERLINE OF
 FE0778'THE MAIN TRACK, 50 FEET EAST OF A RESIDENCE, 1 FOOT WEST OF A
 FE0778'HEDGEROW IN FRONT YARD.  A STANDARD DISK, STAMPED E 65 1935 AND
 FE0778'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0778
 FE0778                          STATION RECOVERY (2002)
 FE0778
 FE0778'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0778'SUSPECTED DESTROYED, TRACKS ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1171 ***********************************************************************
 FE1171  DESIGNATION -  E 67
 FE1171  PID         -  FE1171
 FE1171  STATE/COUNTY-  TN/FAYETTE
 FE1171  USGS QUAD   -  MASON (1973)
 FE1171
 FE1171                         *CURRENT SURVEY CONTROL
 FE1171  ___________________________________________________________________
 FE1171* NAD 83(1986)-  35 23 06.     (N)    089 33 51.     (W)     SCALED    
 FE1171* NAVD 88     -        97.790  (meters)     320.83   (feet)  ADJUSTED  
 FE1171  ___________________________________________________________________
 FE1171  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1171  DYNAMIC HT  -          97.704 (meters)     320.55  (feet)  COMP
 FE1171  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 FE1171
 FE1171  VERT ORDER  -  SECOND    CLASS 0
 FE1171
 FE1171.The horizontal coordinates were scaled from a topographic map and have
 FE1171.an estimated accuracy of +/- 6 seconds.
 FE1171
 FE1171.The orthometric height was determined by differential leveling
 FE1171.and adjusted by the National Geodetic Survey in June 1991..
 FE1171
 FE1171.The geoid height was determined by GEOID03.
 FE1171
 FE1171.The dynamic height is computed by dividing the NAVD 88
 FE1171.geopotential number by the normal gravity value computed on the
 FE1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1171.degrees latitude (g = 980.6199 gals.).
 FE1171
 FE1171.The modeled gravity was interpolated from observed gravity values.
 FE1171
 FE1171;                    North         East    Units  Estimated Accuracy
 FE1171;SPC TN       -   122,580.      276,240.      MT  (+/- 180 meters Scaled)
 FE1171
 FE1171                          SUPERSEDED SURVEY CONTROL
 FE1171
 FE1171  NGVD 29 (??/??/??)   97.776  (m)          320.79   (f) ADJUSTED    2 0
 FE1171
 FE1171.Superseded values are not recommended for survey control.
 FE1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1171.See file dsdata.txt to determine how the superseded data were derived.
 FE1171
 FE1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE670187(NAD 83)
 FE1171_MARKER: DB = BENCH MARK DISK
 FE1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1171_STAMPING: E 67 1935
 FE1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1171+STABILITY: SURFACE MOTION
 FE1171
 FE1171  HISTORY     - Date     Condition        Report By
 FE1171  HISTORY     - 1935     MONUMENTED       CGS
 FE1171
 FE1171                          STATION DESCRIPTION
 FE1171
 FE1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1171'AT BRADEN.
 FE1171'AT BRADEN, FAYETTE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1171'RAILROAD, 0.5 MILE NORTH OF THE STATION, 16 RAILS NORTH OF
 FE1171'MILEPOST L 344, AT THE NORTH END OF TOWN, AND 18 FEET NORTH OF THE
 FE1171'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED E 67 1935
 FE1171'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 FE1171'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0352 ***********************************************************************
 FF0352  DESIGNATION -  E 68
 FF0352  PID         -  FF0352
 FF0352  STATE/COUNTY-  TN/SHELBY
 FF0352  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0352
 FF0352                         *CURRENT SURVEY CONTROL
 FF0352  ___________________________________________________________________
 FF0352* NAD 83(1986)-  35 09 09.     (N)    090 01 44.     (W)     SCALED    
 FF0352* NAVD 88     -        77.475  (meters)     254.18   (feet)  ADJUSTED  
 FF0352  ___________________________________________________________________
 FF0352  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0352  DYNAMIC HT  -          77.405 (meters)     253.95  (feet)  COMP
 FF0352  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FF0352
 FF0352  VERT ORDER  -  FIRST     CLASS I
 FF0352
 FF0352.The horizontal coordinates were scaled from a topographic map and have
 FF0352.an estimated accuracy of +/- 6 seconds.
 FF0352
 FF0352.The orthometric height was determined by differential leveling
 FF0352.and adjusted by the National Geodetic Survey in June 1991..
 FF0352
 FF0352.The geoid height was determined by GEOID03.
 FF0352
 FF0352.The dynamic height is computed by dividing the NAVD 88
 FF0352.geopotential number by the normal gravity value computed on the
 FF0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0352.degrees latitude (g = 980.6199 gals.).
 FF0352
 FF0352.The modeled gravity was interpolated from observed gravity values.
 FF0352
 FF0352;                    North         East    Units  Estimated Accuracy
 FF0352;SPC TN       -    98,440.      232,990.      MT  (+/- 180 meters Scaled)
 FF0352
 FF0352                          SUPERSEDED SURVEY CONTROL
 FF0352
 FF0352  NGVD 29 (??/??/??)   77.437  (m)          254.06   (f) ADJUSTED    1 1
 FF0352
 FF0352.Superseded values are not recommended for survey control.
 FF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0352.See file dsdata.txt to determine how the superseded data were derived.
 FF0352
 FF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU706939(NAD 83)
 FF0352_MARKER: DB = BENCH MARK DISK
 FF0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0352+STABILITY: SURFACE MOTION
 FF0352
 FF0352  HISTORY     - Date     Condition        Report By
 FF0352  HISTORY     - 1935     MONUMENTED       CGS
 FF0352  HISTORY     - 1974     GOOD             NGS
 FF0352  HISTORY     - 1976     POOR             NGS
 FF0352  HISTORY     - 19950714 MARK NOT FOUND   TN1620
 FF0352
 FF0352                          STATION DESCRIPTION
 FF0352
 FF0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0352'AT MEMPHIS.
 FF0352'AT MEMPHIS, 0.2 MILE SOUTH OF INTERSECTION OF NORTH PARKWAY AND
 FF0352'AYERS STREET, 207 FEET NORTH-NORTHWEST OF THE CENTER OF CROSSING
 FF0352'OF LOUISVILLE AND NASHVILLE RAILROAD AND AYERS STREET, IN THE
 FF0352'SOUTHEAST PORTION OF CITY WATER WORKS PARK, 174 FEET SOUTH OF THE
 FF0352'EXTENDED CENTER LINE OF GALLOWAY STREET LEADING EAST, 36.5 FEET
 FF0352'WEST OF THE CENTER LINE OF AYERS STREET, 46.8 FEET NORTHEAST
 FF0352'OF THE NORTHEAST RAIL OF A SPUR TRACK THRU PARK, 7.6 FEET
 FF0352'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BRICK BUILDING, 1 1/2
 FF0352'FEET ABOVE STREET LEVEL AND IN THE TOP OF A CONCRETE POST
 FF0352'PROJECTING 1-INCH.  NOTE-- MARK SOLID, BUT DISK SO MUTILATED THAT
 FF0352'CASTING AND STAMPING WAS ILLEGIBLE.
 FF0352
 FF0352                          STATION RECOVERY (1976)
 FF0352
 FF0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0352'MARK RECOVERED IN POOR CONDITION.
 FF0352
 FF0352                          STATION RECOVERY (1995)
 FF0352
 FF0352'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1343 ***********************************************************************
 FE1343  DESIGNATION -  E 69
 FE1343  PID         -  FE1343
 FE1343  STATE/COUNTY-  TN/TIPTON
 FE1343  USGS QUAD   -  BRIGHTON (1981)
 FE1343
 FE1343                         *CURRENT SURVEY CONTROL
 FE1343  ___________________________________________________________________
 FE1343* NAD 83(1986)-  35 28 19.     (N)    089 44 27.     (W)     SCALED    
 FE1343* NAVD 88     -       113.337  (meters)     371.84   (feet)  ADJUSTED  
 FE1343  ___________________________________________________________________
 FE1343  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1343  DYNAMIC HT  -         113.239 (meters)     371.52  (feet)  COMP
 FE1343  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 FE1343
 FE1343  VERT ORDER  -  SECOND    CLASS 0
 FE1343
 FE1343.The horizontal coordinates were scaled from a topographic map and have
 FE1343.an estimated accuracy of +/- 6 seconds.
 FE1343
 FE1343.The orthometric height was determined by differential leveling
 FE1343.and adjusted by the National Geodetic Survey in June 1991..
 FE1343.WARNING-Repeat measurements at this control monument indicate possible
 FE1343.vertical movement.
 FE1343
 FE1343.The geoid height was determined by GEOID03.
 FE1343
 FE1343.The dynamic height is computed by dividing the NAVD 88
 FE1343.geopotential number by the normal gravity value computed on the
 FE1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1343.degrees latitude (g = 980.6199 gals.).
 FE1343
 FE1343.The modeled gravity was interpolated from observed gravity values.
 FE1343
 FE1343;                    North         East    Units  Estimated Accuracy
 FE1343;SPC TN       -   132,820.      260,570.      MT  (+/- 180 meters Scaled)
 FE1343
 FE1343                          SUPERSEDED SURVEY CONTROL
 FE1343
 FE1343  NGVD 29 (??/??/??)  113.310  (m)          371.75   (f) ADJUSTED    2 0
 FE1343
 FE1343.Superseded values are not recommended for survey control.
 FE1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1343.See file dsdata.txt to determine how the superseded data were derived.
 FE1343
 FE1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE513288(NAD 83)
 FE1343_MARKER: DB = BENCH MARK DISK
 FE1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1343_STAMPING: E 69 1935
 FE1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1343+STABILITY: SURFACE MOTION
 FE1343
 FE1343  HISTORY     - Date     Condition        Report By
 FE1343  HISTORY     - 1935     MONUMENTED       CGS
 FE1343  HISTORY     - 1957     GOOD             CGS
 FE1343
 FE1343                          STATION DESCRIPTION
 FE1343
 FE1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1343'1 MI SW FROM BRIGHTON.
 FE1343'ABOUT 1.05 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1343'FROM THE STATION AT BRIGHTON, ABOUT 0.2 MILE SOUTHWEST OF
 FE1343'MILEPOST 361, 17 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 34 1/2
 FE1343'FEET EAST OF THE EAST FACE OF AN OVERHEAD WOODEN BRIDGE, 77 FEET
 FE1343'WEST OF TELEPHONE POLE NO. 6010, 76 FEET NORTH OF TELEPHONE
 FE1343'POLE NO. 6011, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FE1343'3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FE1343'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0040 ***********************************************************************
 FD0040  DESIGNATION -  E 7
 FD0040  PID         -  FD0040
 FD0040  STATE/COUNTY-  TN/COFFEE
 FD0040  USGS QUAD   -  FREDONIA (1976)
 FD0040
 FD0040                         *CURRENT SURVEY CONTROL
 FD0040  ___________________________________________________________________
 FD0040* NAD 83(1986)-  35 30 12.     (N)    086 03 50.     (W)     SCALED    
 FD0040* NAVD 88     -       333.688  (meters)    1094.77   (feet)  ADJUSTED  
 FD0040  ___________________________________________________________________
 FD0040  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0040  DYNAMIC HT  -         333.369 (meters)    1093.73  (feet)  COMP
 FD0040  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 FD0040
 FD0040  VERT ORDER  -  SECOND    CLASS 0
 FD0040
 FD0040.The horizontal coordinates were scaled from a topographic map and have
 FD0040.an estimated accuracy of +/- 6 seconds.
 FD0040
 FD0040.The orthometric height was determined by differential leveling
 FD0040.and adjusted by the National Geodetic Survey in June 1991..
 FD0040
 FD0040.The geoid height was determined by GEOID03.
 FD0040
 FD0040.The dynamic height is computed by dividing the NAVD 88
 FD0040.geopotential number by the normal gravity value computed on the
 FD0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0040.degrees latitude (g = 980.6199 gals.).
 FD0040
 FD0040.The modeled gravity was interpolated from observed gravity values.
 FD0040
 FD0040;                    North         East    Units  Estimated Accuracy
 FD0040;SPC TN       -   129,810.      594,200.      MT  (+/- 180 meters Scaled)
 FD0040
 FD0040                          SUPERSEDED SURVEY CONTROL
 FD0040
 FD0040  NGVD 29 (??/??/92)  333.684  (m)         1094.76   (f) ADJ UNCH    2 0
 FD0040
 FD0040.Superseded values are not recommended for survey control.
 FD0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0040.See file dsdata.txt to determine how the superseded data were derived.
 FD0040
 FD0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE848292(NAD 83)
 FD0040_MARKER: DB = BENCH MARK DISK
 FD0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0040_STAMPING: 1095.063 E 7 1930
 FD0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0040+STABILITY: SURFACE MOTION
 FD0040
 FD0040  HISTORY     - Date     Condition        Report By
 FD0040  HISTORY     - 1930     MONUMENTED       CGS
 FD0040  HISTORY     - 1934     GOOD             NGS
 FD0040
 FD0040                          STATION DESCRIPTION
 FD0040
 FD0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0040'2 MI NE FROM MANCHESTER.
 FD0040'2.0 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0040'RAILWAY FROM MANCHESTER, COFFEE COUNTY, 30 FEET NORTHEAST OF
 FD0040'A ROAD CROSSING, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET
 FD0040'NORTHEAST, AND 2 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD
 FD0040'DISK, STAMPED 1095.063 E 7 1930 AND SET IN THE TOP OF A CONCRETE
 FD0040'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1055 ***********************************************************************
 FE1055  DESIGNATION -  E 72
 FE1055  PID         -  FE1055
 FE1055  STATE/COUNTY-  TN/HARDEMAN
 FE1055  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1055
 FE1055                         *CURRENT SURVEY CONTROL
 FE1055  ___________________________________________________________________
 FE1055* NAD 83(1986)-  35 15 55.     (N)    089 00 41.     (W)     SCALED    
 FE1055* NAVD 88     -       132.565  (meters)     434.92   (feet)  ADJUSTED  
 FE1055  ___________________________________________________________________
 FE1055  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1055  DYNAMIC HT  -         132.442 (meters)     434.52  (feet)  COMP
 FE1055  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 FE1055
 FE1055  VERT ORDER  -  SECOND    CLASS 0
 FE1055
 FE1055.The horizontal coordinates were scaled from a topographic map and have
 FE1055.an estimated accuracy of +/- 6 seconds.
 FE1055
 FE1055.The orthometric height was determined by differential leveling
 FE1055.and adjusted by the National Geodetic Survey in June 1991..
 FE1055
 FE1055.The geoid height was determined by GEOID03.
 FE1055
 FE1055.The dynamic height is computed by dividing the NAVD 88
 FE1055.geopotential number by the normal gravity value computed on the
 FE1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1055.degrees latitude (g = 980.6199 gals.).
 FE1055
 FE1055.The modeled gravity was interpolated from observed gravity values.
 FE1055
 FE1055;                    North         East    Units  Estimated Accuracy
 FE1055;SPC TN       -   107,620.      326,030.      MT  (+/- 180 meters Scaled)
 FE1055
 FE1055                          SUPERSEDED SURVEY CONTROL
 FE1055
 FE1055  NGVD 29 (??/??/??)  132.551  (m)          434.88   (f) ADJUSTED    2 0
 FE1055
 FE1055.Superseded values are not recommended for survey control.
 FE1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1055.See file dsdata.txt to determine how the superseded data were derived.
 FE1055
 FE1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE170043(NAD 83)
 FE1055_MARKER: DB = BENCH MARK DISK
 FE1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1055_STAMPING: E 72 1935
 FE1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1055+STABILITY: SURFACE MOTION
 FE1055
 FE1055  HISTORY     - Date     Condition        Report By
 FE1055  HISTORY     - 1935     MONUMENTED       CGS
 FE1055  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE1055
 FE1055                          STATION DESCRIPTION
 FE1055
 FE1055'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1055'1.3 MI W FROM BOLIVAR.
 FE1055'1.3 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1055'PLANT AT BOLIVAR, HARDEMAN COUNTY, 125 YARDS EAST OF A CURVE TO
 FE1055'THE SOUTH, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 FE1055'4 FEET EAST OF FENCE CORNER.  A STANDARD DISK, STAMPED E 72
 FE1055'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1023 ***********************************************************************
 FE1023  DESIGNATION -  E 73
 FE1023  PID         -  FE1023
 FE1023  STATE/COUNTY-  TN/FAYETTE
 FE1023  USGS QUAD   -  LACONIA (1983)
 FE1023
 FE1023                         *CURRENT SURVEY CONTROL
 FE1023  ___________________________________________________________________
 FE1023* NAD 83(1986)-  35 15 48.     (N)    089 21 25.     (W)     SCALED    
 FE1023* NAVD 88     -       106.079  (meters)     348.03   (feet)  ADJUSTED  
 FE1023  ___________________________________________________________________
 FE1023  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE1023  DYNAMIC HT  -         105.982 (meters)     347.71  (feet)  COMP
 FE1023  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FE1023
 FE1023  VERT ORDER  -  SECOND    CLASS 0
 FE1023
 FE1023.The horizontal coordinates were scaled from a topographic map and have
 FE1023.an estimated accuracy of +/- 6 seconds.
 FE1023
 FE1023.The orthometric height was determined by differential leveling
 FE1023.and adjusted by the National Geodetic Survey in June 1991..
 FE1023
 FE1023.The geoid height was determined by GEOID03.
 FE1023
 FE1023.The dynamic height is computed by dividing the NAVD 88
 FE1023.geopotential number by the normal gravity value computed on the
 FE1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1023.degrees latitude (g = 980.6199 gals.).
 FE1023
 FE1023.The modeled gravity was interpolated from observed gravity values.
 FE1023
 FE1023;                    North         East    Units  Estimated Accuracy
 FE1023;SPC TN       -   108,420.      294,600.      MT  (+/- 180 meters Scaled)
 FE1023
 FE1023                          SUPERSEDED SURVEY CONTROL
 FE1023
 FE1023  NGVD 29 (??/??/??)  106.064  (m)          347.98   (f) ADJUSTED    2 0
 FE1023
 FE1023.Superseded values are not recommended for survey control.
 FE1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1023.See file dsdata.txt to determine how the superseded data were derived.
 FE1023
 FE1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE855047(NAD 83)
 FE1023_MARKER: DB = BENCH MARK DISK
 FE1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1023_STAMPING: E 73 1935
 FE1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1023+STABILITY: SURFACE MOTION
 FE1023
 FE1023  HISTORY     - Date     Condition        Report By
 FE1023  HISTORY     - 1935     MONUMENTED       CGS
 FE1023  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1023
 FE1023                          STATION DESCRIPTION
 FE1023
 FE1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1023'1.5 MI NW FROM SOMERVILLE.
 FE1023'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1023'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 200 FEET SOUTH OF A SMALL
 FE1023'BRIDGE, AND 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 FE1023'A STANDARD DISK, STAMPED E 73 1935 AND SET IN THE TOP OF A
 FE1023'CONCRETE POST.
 FE1023
 FE1023                          STATION RECOVERY (2002)
 FE1023
 FE1023'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1576 ***********************************************************************
 FE1576  DESIGNATION -  E 74
 FE1576  PID         -  FE1576
 FE1576  STATE/COUNTY-  TN/LAUDERDALE
 FE1576  USGS QUAD   -  OPEN LAKE (1983)
 FE1576
 FE1576                         *CURRENT SURVEY CONTROL
 FE1576  ___________________________________________________________________
 FE1576* NAD 83(1986)-  35 46 24.     (N)    089 37 37.     (W)     SCALED    
 FE1576* NAVD 88     -        98.311  (meters)     322.54   (feet)  ADJUSTED  
 FE1576  ___________________________________________________________________
 FE1576  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1576  DYNAMIC HT  -          98.227 (meters)     322.27  (feet)  COMP
 FE1576  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 FE1576
 FE1576  VERT ORDER  -  SECOND    CLASS 0
 FE1576
 FE1576.The horizontal coordinates were scaled from a topographic map and have
 FE1576.an estimated accuracy of +/- 6 seconds.
 FE1576
 FE1576.The orthometric height was determined by differential leveling
 FE1576.and adjusted by the National Geodetic Survey in June 1991..
 FE1576
 FE1576.The geoid height was determined by GEOID03.
 FE1576
 FE1576.The dynamic height is computed by dividing the NAVD 88
 FE1576.geopotential number by the normal gravity value computed on the
 FE1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1576.degrees latitude (g = 980.6199 gals.).
 FE1576
 FE1576.The modeled gravity was interpolated from observed gravity values.
 FE1576
 FE1576;                    North         East    Units  Estimated Accuracy
 FE1576;SPC TN       -   165,840.      272,140.      MT  (+/- 180 meters Scaled)
 FE1576
 FE1576                          SUPERSEDED SURVEY CONTROL
 FE1576
 FE1576  NGVD 29 (??/??/??)   98.300  (m)          322.51   (f) ADJUSTED    2 0
 FE1576
 FE1576.Superseded values are not recommended for survey control.
 FE1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1576.See file dsdata.txt to determine how the superseded data were derived.
 FE1576
 FE1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE625619(NAD 83)
 FE1576_MARKER: DB = BENCH MARK DISK
 FE1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1576+STABILITY: SURFACE MOTION
 FE1576
 FE1576  HISTORY     - Date     Condition        Report By
 FE1576  HISTORY     - 1935     MONUMENTED       CGS
 FE1576  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1576
 FE1576                          STATION DESCRIPTION
 FE1576
 FE1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1576'1.4 MI W FROM ARP.
 FE1576'1.4 MILES WEST ALONG STATE HIGHWAY 19 FROM THE GENERAL STORE AT
 FE1576'ARP, LAUDERDALE COUNTY, 24 FEET NORTH OF THE CENTERLINE OF THE
 FE1576'HIGHWAY, AND AT THE SOUTHWEST CORNER OF THE N.E. WILLIAMS GARDEN
 FE1576'PLOT IN 1935.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0482 ***********************************************************************
 FF0482  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0482  DESIGNATION -  E 75
 FF0482  PID         -  FF0482
 FF0482  STATE/COUNTY-  TN/SHELBY
 FF0482  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0482
 FF0482                         *CURRENT SURVEY CONTROL
 FF0482  ___________________________________________________________________
 FF0482* NAD 83(1995)-  35 07 34.28506(N)    090 04 02.07058(W)     ADJUSTED  
 FF0482* NAVD 88     -        86.53   (meters)     283.9    (feet)  GPS OBS   
 FF0482  ___________________________________________________________________
 FF0482  X           -      -6,129.000 (meters)                     COMP
 FF0482  Y           -  -5,222,429.119 (meters)                     COMP
 FF0482  Z           -   3,649,360.071 (meters)                     COMP
 FF0482  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FF0482  ELLIP HEIGHT-          59.22  (meters)          (01/24/03) GPS OBS
 FF0482  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0482  DYNAMIC HT  -          86.46  (meters)     283.7   (feet)  COMP
 FF0482  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 FF0482
 FF0482  HORZ ORDER  -  FIRST
 FF0482  VERT ORDER  -  THIRD (See Below)
 FF0482  ELLP ORDER  -  SECOND    CLASS II
 FF0482
 FF0482.The horizontal coordinates were established by GPS observations
 FF0482.and adjusted by the National Geodetic Survey in January 2003..
 FF0482
 FF0482.The orthometric height was determined by GPS observations and a
 FF0482.high-resolution geoid model using precise GPS observation and
 FF0482.processing techniques. It supersedes the leveled height previously
 FF0482.determined for this station.
 FF0482.The vertical order pertains to the first NAVD 88 superseded value.
 FF0482
 FF0482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0482
 FF0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0482
 FF0482.The ellipsoidal height was determined by GPS observations
 FF0482.and is referenced to NAD 83.
 FF0482
 FF0482.The geoid height was determined by GEOID03.
 FF0482
 FF0482.The dynamic height is computed by dividing the NAVD 88
 FF0482.geopotential number by the normal gravity value computed on the
 FF0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0482.degrees latitude (g = 980.6199 gals.).
 FF0482
 FF0482.The modeled gravity was interpolated from observed gravity values.
 FF0482
 FF0482;                    North         East     Units Scale Factor Converg.
 FF0482;SPC TN       -    95,670.795   229,377.604   MT  1.00002416   -2 22 52.0
 FF0482;SPC TN       -   313,879.93    752,549.69   sFT  1.00002416   -2 22 52.0
 FF0482;UTM  15      - 3,890,974.682   767,247.282   MT  1.00048031   +1 41 18.4
 FF0482;UTM  16      - 3,891,344.339   220,494.012   MT  1.00056293   -1 45 57.5
 FF0482
 FF0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0482!SPC TN       -   0.99999070  x   1.00002416  =   1.00001486
 FF0482!UTM  15      -   0.99999070  x   1.00048031  =   1.00047101
 FF0482!UTM  16      -   0.99999070  x   1.00056293  =   1.00055363
 FF0482
 FF0482                          SUPERSEDED SURVEY CONTROL
 FF0482
 FF0482  NAVD 88 (06/15/91)   86.538  (m)          283.92   (f) ADJUSTED    1 1
 FF0482  NGVD 29 (??/??/??)   86.519  (m)          283.85   (f) ADJUSTED    1 1
 FF0482
 FF0482.Superseded values are not recommended for survey control.
 FF0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0482.See file dsdata.txt to determine how the superseded data were derived.
 FF0482
 FF0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6724790975(NAD 83)
 FF0482_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FF0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0482_STAMPING: E 75 1956
 FF0482_MARK LOGO: CGS   
 FF0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0482+STABILITY: SURFACE MOTION
 FF0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0482+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 FF0482
 FF0482  HISTORY     - Date     Condition        Report By
 FF0482  HISTORY     - 1956     MONUMENTED       CGS
 FF0482  HISTORY     - 1974     GOOD             NGS
 FF0482  HISTORY     - 1976     GOOD             NGS
 FF0482  HISTORY     - 1990     GOOD             USPSQD
 FF0482  HISTORY     - 19950620 GOOD             TN1620
 FF0482  HISTORY     - 20001128 GOOD             USE
 FF0482  HISTORY     - 20011014 GOOD             3001
 FF0482
 FF0482                          STATION DESCRIPTION
 FF0482
 FF0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0482'AT MEMPHIS.
 FF0482'AT MEMPHIS, 0.2 MILE NORTH ALONG FLORIDA STREET FROM THE INTERSECTION
 FF0482'WITH CRUMP BOULEVARD, THENCE 0.3 MILE WEST ALONG ST. LOUIS-SAN
 FF0482'FRANCISCO-MISSOURI-PACIFIC RAILROAD, AT THE RIVERSIDE DRIVE UNDERPASS,
 FF0482'6.7 FEET SOUTHEAST OF THE MOST SOUTHEASTERLY RAIL OF TRACKS, SET IN
 FF0482'THE TOP OF WEST CORNER OF THE SOUTHWEST END OF THE SOUTHEAST
 FF0482'CONCRETE FOUNDATION OF THE SOUTHEAST STEEL AND CONCRETE BANNISTER
 FF0482'AND 2 FEET BELOW LEVEL OF THE RAILS.  NOTE-- ALSO, ABOUT 0.4 MILE
 FF0482'EAST OF THE SOUTHEAST END OF THE RAILROAD BRIDGE OVER THE MISSISSIPPI
 FF0482'RIVER.
 FF0482
 FF0482                          STATION RECOVERY (1976)
 FF0482
 FF0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0482'RECOVERED IN GOOD CONDITION.
 FF0482
 FF0482                          STATION RECOVERY (1990)
 FF0482
 FF0482'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0482'RECOVERED IN GOOD CONDITION.
 FF0482
 FF0482                          STATION RECOVERY (1995)
 FF0482
 FF0482'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0482'RECOVERED IN GOOD CONDITION.
 FF0482
 FF0482                          STATION RECOVERY (2000)
 FF0482
 FF0482'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0482'RECOVERED IN GOOD CONDITION.  DESCRIPTION CHANGE- MARK IS LOCATED ON
 FF0482'NW CORNER OF SW STEEL AND CONCRETE BANNISTER.
 FF0482
 FF0482                          STATION RECOVERY (2001)
 FF0482
 FF0482'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 FF0482'THE STATION IS LOCATED 3.0 MILES SOUTH OF EDMONDSON, AR.  6 MILES
 FF0482'SOUTH OF INTERSTATE 40.
 FF0482'6.2 MILES SOUTHWEST OF WEST MEMPHIS MUNICIPAL AIRPORT.
 FF0482' 
 FF0482'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 40 AND HWY
 FF0482'50, GO SOUTH ON
 FF0482'HWY 50 FOR 5.5 MILES TO CR 263 LEVEE ROAD.  TURN LEFT AND SOUTH ON
 FF0482'LEVEE ROAD FOR 0.6
 FF0482'MILES TO A GATE ON RIGHT AND RAMP TO LEVEE.  PROCEED THROUGH GATE UP
 FF0482'RAMP TO TOP OF
 FF0482'LEVEE AND THE STATION IS ON THE LEFT, JUST NORTH OF EAST GATE.
 FF0482' 
 FF0482'THE STATION IS AN ALUMINUM COE DISK SET ON A ROD, 12 FEET EAST OF
 FF0482'CENTERLINE OF GRAVEL
 FF0482'ROAD CROSSING LEVEE.  14 FEET NORTH OF CENTERLINE OF LEVEE AT GATE.  3
 FF0482'FEET WEST OF A
 FF0482'FENCE POST.  STATION IS STAMPED SP-17-2000.
 FF0482' 
 FF0482'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0434 ***********************************************************************
 FC0434  DESIGNATION -  E 77
 FC0434  PID         -  FC0434
 FC0434  STATE/COUNTY-  TN/MCMINN
 FC0434  USGS QUAD   -  RICEVILLE (1990)
 FC0434
 FC0434                         *CURRENT SURVEY CONTROL
 FC0434  ___________________________________________________________________
 FC0434* NAD 83(1986)-  35 26 12.     (N)    084 38 04.     (W)     SCALED    
 FC0434* NAVD 88     -       278.697  (meters)     914.36   (feet)  ADJUSTED  
 FC0434  ___________________________________________________________________
 FC0434  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FC0434  DYNAMIC HT  -         278.426 (meters)     913.47  (feet)  COMP
 FC0434  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 FC0434
 FC0434  VERT ORDER  -  FIRST     CLASS I
 FC0434
 FC0434.The horizontal coordinates were scaled from a topographic map and have
 FC0434.an estimated accuracy of +/- 6 seconds.
 FC0434
 FC0434.The orthometric height was determined by differential leveling
 FC0434.and adjusted by the National Geodetic Survey in June 1991..
 FC0434.WARNING-Repeat measurements at this control monument indicate possible
 FC0434.vertical movement.
 FC0434
 FC0434.The geoid height was determined by GEOID03.
 FC0434
 FC0434.The dynamic height is computed by dividing the NAVD 88
 FC0434.geopotential number by the normal gravity value computed on the
 FC0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0434.degrees latitude (g = 980.6199 gals.).
 FC0434
 FC0434.The modeled gravity was interpolated from observed gravity values.
 FC0434
 FC0434;                    North         East    Units  Estimated Accuracy
 FC0434;SPC TN       -   123,280.      723,990.      MT  (+/- 180 meters Scaled)
 FC0434
 FC0434                          SUPERSEDED SURVEY CONTROL
 FC0434
 FC0434  NGVD 29 (??/??/92)  278.745  (m)          914.52   (f) ADJ UNCH    1 1
 FC0434
 FC0434.Superseded values are not recommended for survey control.
 FC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0434.See file dsdata.txt to determine how the superseded data were derived.
 FC0434
 FC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE147240(NAD 83)
 FC0434_MARKER: DB = BENCH MARK DISK
 FC0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0434_SP_SET: CULVERT
 FC0434_STAMPING: E 77 1934
 FC0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0434
 FC0434  HISTORY     - Date     Condition        Report By
 FC0434  HISTORY     - 1934     MONUMENTED       CGS
 FC0434  HISTORY     - 1968     GOOD             NGS
 FC0434
 FC0434                          STATION DESCRIPTION
 FC0434
 FC0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0434'2.3 MI SW FROM ATHENS.
 FC0434'ABOUT 2.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0434'STATION AT ATHENS, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 188,
 FC0434'25 FEET EAST OF THE CENTER OF A GRAVELED ROAD CROSSING, SET IN
 FC0434'THE TOP OF THE WEST END OF THE SOUTHEAST CONCRETE HEAD WALL
 FC0434'OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, 7.6 FEET NORTH OF THE
 FC0434'NORTH RAIL, 9 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND
 FC0434'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THE EAST END
 FC0434'OF THE HEAD WALL HAS BEEN BROKEN OFF, BUT THE WEST END IS STILL
 FC0434'INTACT AND APPEARS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1377 ***********************************************************************
 GB1377  DESIGNATION -  E 78
 GB1377  PID         -  GB1377
 GB1377  STATE/COUNTY-  TN/PICKETT
 GB1377  USGS QUAD   -  MOODYVILLE (1962)
 GB1377
 GB1377                         *CURRENT SURVEY CONTROL
 GB1377  ___________________________________________________________________
 GB1377* NAD 83(1986)-  36 37 14.     (N)    085 05 01.     (W)     SCALED    
 GB1377* NAVD 88     -       302.547  (meters)     992.61   (feet)  ADJUSTED  
 GB1377  ___________________________________________________________________
 GB1377  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB1377  DYNAMIC HT  -         302.284 (meters)     991.74  (feet)  COMP
 GB1377  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 GB1377
 GB1377  VERT ORDER  -  SECOND    CLASS 0
 GB1377
 GB1377.The horizontal coordinates were scaled from a topographic map and have
 GB1377.an estimated accuracy of +/- 6 seconds.
 GB1377
 GB1377.The orthometric height was determined by differential leveling
 GB1377.and adjusted by the National Geodetic Survey in June 1991..
 GB1377
 GB1377.The geoid height was determined by GEOID03.
 GB1377
 GB1377.The dynamic height is computed by dividing the NAVD 88
 GB1377.geopotential number by the normal gravity value computed on the
 GB1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1377.degrees latitude (g = 980.6199 gals.).
 GB1377
 GB1377.The modeled gravity was interpolated from observed gravity values.
 GB1377
 GB1377;                    North         East    Units  Estimated Accuracy
 GB1377;SPC TN       -   254,160.      681,980.      MT  (+/- 180 meters Scaled)
 GB1377
 GB1377                          SUPERSEDED SURVEY CONTROL
 GB1377
 GB1377  NGVD 29 (??/??/92)  302.672  (m)          993.02   (f) ADJ UNCH    2 0
 GB1377
 GB1377.Superseded values are not recommended for survey control.
 GB1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1377.See file dsdata.txt to determine how the superseded data were derived.
 GB1377
 GB1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF713544(NAD 83)
 GB1377_MARKER: DB = BENCH MARK DISK
 GB1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1377_STAMPING: E 78 1935
 GB1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1377+STABILITY: SURFACE MOTION
 GB1377
 GB1377  HISTORY     - Date     Condition        Report By
 GB1377  HISTORY     - 1935     MONUMENTED       CGS
 GB1377  HISTORY     - 1951     GOOD             NGS
 GB1377
 GB1377                          STATION DESCRIPTION
 GB1377
 GB1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1377'0.2 MI E FROM STATIC.
 GB1377'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 GB1377'AT STATIC, AT A SMALL WHITE FRAME HOUSE, 27 FEET SOUTH OF CENTER
 GB1377'LINE OF HIGHWAY, 65 FEET EAST AND ACROSS A DRIVE SOUTH TO A BARN
 GB1377'FROM CONCRETE BLOCK GATE POST AND FENCE CORNER, 58 FEET EAST
 GB1377'OF CENTER LINE OF DRIVE SOUTH TO BARN, 92 FEET SOUTH AND ACROSS
 GB1377'HIGHWAY FROM SOUTHEAST CORNER OF HOUSE, 2 FEET NORTH OF A FENCE
 GB1377'LINE, ABOUT 1/2 FOOT BELOW HIGHWAY AND SET IN THE TOP OF A
 GB1377'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0236 ***********************************************************************
 GC0236  DESIGNATION -  E 79
 GC0236  PID         -  GC0236
 GC0236  STATE/COUNTY-  TN/DE KALB
 GC0236  USGS QUAD   -  ALEXANDRIA (1983)
 GC0236
 GC0236                         *CURRENT SURVEY CONTROL
 GC0236  ___________________________________________________________________
 GC0236* NAD 83(1986)-  36 04 39.     (N)    086 01 59.     (W)     SCALED    
 GC0236* NAVD 88     -       200.060  (meters)     656.36   (feet)  ADJUSTED  
 GC0236  ___________________________________________________________________
 GC0236  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0236  DYNAMIC HT  -         199.886 (meters)     655.79  (feet)  COMP
 GC0236  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 GC0236
 GC0236  VERT ORDER  -  SECOND    CLASS 0
 GC0236
 GC0236.The horizontal coordinates were scaled from a topographic map and have
 GC0236.an estimated accuracy of +/- 6 seconds.
 GC0236
 GC0236.The orthometric height was determined by differential leveling
 GC0236.and adjusted by the National Geodetic Survey in June 1991..
 GC0236
 GC0236.The geoid height was determined by GEOID03.
 GC0236
 GC0236.The dynamic height is computed by dividing the NAVD 88
 GC0236.geopotential number by the normal gravity value computed on the
 GC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0236.degrees latitude (g = 980.6199 gals.).
 GC0236
 GC0236.The modeled gravity was interpolated from observed gravity values.
 GC0236
 GC0236;                    North         East    Units  Estimated Accuracy
 GC0236;SPC TN       -   193,520.      597,020.      MT  (+/- 180 meters Scaled)
 GC0236
 GC0236                          SUPERSEDED SURVEY CONTROL
 GC0236
 GC0236  NGVD 29 (??/??/92)  200.110  (m)          656.53   (f) ADJ UNCH    2 0
 GC0236
 GC0236.Superseded values are not recommended for survey control.
 GC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0236.See file dsdata.txt to determine how the superseded data were derived.
 GC0236
 GC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE870929(NAD 83)
 GC0236_MARKER: DB = BENCH MARK DISK
 GC0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0236_SP_SET: BUILDING
 GC0236_STAMPING: E 79 1935
 GC0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0236
 GC0236  HISTORY     - Date     Condition        Report By
 GC0236  HISTORY     - 1935     MONUMENTED       CGS
 GC0236
 GC0236                          STATION DESCRIPTION
 GC0236
 GC0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0236'AT ALEXANDRIA.
 GC0236'AT ALEXANDRIA, DE KALB COUNTY, ON STATE HIGHWAY 26, AT THE POST
 GC0236'OFFICE, IN THE SOUTH WALL, 10 FEET EAST OF THE ENTRANCE, AND 3.4
 GC0236'FEET ABOVE THE CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED E
 GC0236'79 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1004 ***********************************************************************
 FC1004  DESIGNATION -  E 8
 FC1004  PID         -  FC1004
 FC1004  STATE/COUNTY-  TN/CUMBERLAND
 FC1004  USGS QUAD   -  PLEASANT HILL (1976)
 FC1004
 FC1004                         *CURRENT SURVEY CONTROL
 FC1004  ___________________________________________________________________
 FC1004* NAD 83(1986)-  35 58 35.     (N)    085 11 40.     (W)     SCALED    
 FC1004* NAVD 88     -       579.644  (meters)    1901.72   (feet)  ADJUSTED  
 FC1004  ___________________________________________________________________
 FC1004  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FC1004  DYNAMIC HT  -         579.104 (meters)    1899.94  (feet)  COMP
 FC1004  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC1004
 FC1004  VERT ORDER  -  SECOND    CLASS 0
 FC1004
 FC1004.The horizontal coordinates were scaled from a topographic map and have
 FC1004.an estimated accuracy of +/- 6 seconds.
 FC1004
 FC1004.The orthometric height was determined by differential leveling
 FC1004.and adjusted by the National Geodetic Survey in June 1991..
 FC1004
 FC1004.The geoid height was determined by GEOID03.
 FC1004
 FC1004.The dynamic height is computed by dividing the NAVD 88
 FC1004.geopotential number by the normal gravity value computed on the
 FC1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1004.degrees latitude (g = 980.6199 gals.).
 FC1004
 FC1004.The modeled gravity was interpolated from observed gravity values.
 FC1004
 FC1004;                    North         East    Units  Estimated Accuracy
 FC1004;SPC TN       -   182,600.      672,650.      MT  (+/- 180 meters Scaled)
 FC1004
 FC1004                          SUPERSEDED SURVEY CONTROL
 FC1004
 FC1004  NGVD 29 (??/??/92)  579.698  (m)         1901.89   (f) ADJ UNCH    2 0
 FC1004
 FC1004.Superseded values are not recommended for survey control.
 FC1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1004.See file dsdata.txt to determine how the superseded data were derived.
 FC1004
 FC1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE627828(NAD 83)
 FC1004_MARKER: DB = BENCH MARK DISK
 FC1004_SETTING: 66 = SET IN ROCK OUTCROP
 FC1004_SP_SET: ROCK LEDGE
 FC1004_STAMPING: 1902.063 E 8 1931
 FC1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1004+STABILITY: POSITION/ELEVATION WELL
 FC1004
 FC1004  HISTORY     - Date     Condition        Report By
 FC1004  HISTORY     - 1931     MONUMENTED       CGS
 FC1004  HISTORY     - 1934     GOOD             NGS
 FC1004
 FC1004                          STATION DESCRIPTION
 FC1004
 FC1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1004'AT PLEASANT HILL.
 FC1004'AT PLEASANT HILL, CUMBERLAND COUNTY, ON U.S. HIGHWAY 70 A, 720
 FC1004'FEET WEST OF THE POST OFFICE, 30 YARDS NORTH OF A FOOT BRIDGE
 FC1004'OVER A DEEP RAVINE, 87 FEET SOUTH OF THE CENTER OF THE EAST GATE
 FC1004'OF THE PLEASANT HILL ACADEMY GROUND, IN A ROCK LEDGE, 15 FEET
 FC1004'SOUTH OF A MAPLE TREE, AND 37 FEET SOUTH OF THE CENTERLINE OF THE
 FC1004'HIGHWAY.  A STANDARD DISK, STAMPED 1902.063 E 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1736 ***********************************************************************
 GB1736  DESIGNATION -  E 80
 GB1736  PID         -  GB1736
 GB1736  STATE/COUNTY-  TN/SMITH
 GB1736  USGS QUAD   -  GORDONSVILLE (1986)
 GB1736
 GB1736                         *CURRENT SURVEY CONTROL
 GB1736  ___________________________________________________________________
 GB1736* NAD 83(1986)-  36 08 22.     (N)    085 56 55.     (W)     SCALED    
 GB1736* NAVD 88     -       162.872  (meters)     534.36   (feet)  ADJUSTED  
 GB1736  ___________________________________________________________________
 GB1736  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1736  DYNAMIC HT  -         162.732 (meters)     533.90  (feet)  COMP
 GB1736  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GB1736
 GB1736  VERT ORDER  -  SECOND    CLASS 0
 GB1736
 GB1736.The horizontal coordinates were scaled from a topographic map and have
 GB1736.an estimated accuracy of +/- 6 seconds.
 GB1736
 GB1736.The orthometric height was determined by differential leveling
 GB1736.and adjusted by the National Geodetic Survey in June 1991..
 GB1736
 GB1736.The geoid height was determined by GEOID03.
 GB1736
 GB1736.The dynamic height is computed by dividing the NAVD 88
 GB1736.geopotential number by the normal gravity value computed on the
 GB1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1736.degrees latitude (g = 980.6199 gals.).
 GB1736
 GB1736.The modeled gravity was interpolated from observed gravity values.
 GB1736
 GB1736;                    North         East    Units  Estimated Accuracy
 GB1736;SPC TN       -   200,390.      604,630.      MT  (+/- 180 meters Scaled)
 GB1736
 GB1736                          SUPERSEDED SURVEY CONTROL
 GB1736
 GB1736  NGVD 29 (??/??/92)  162.937  (m)          534.57   (f) ADJ UNCH    2 0
 GB1736
 GB1736.Superseded values are not recommended for survey control.
 GB1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1736.See file dsdata.txt to determine how the superseded data were derived.
 GB1736
 GB1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE945999(NAD 83)
 GB1736_MARKER: DB = BENCH MARK DISK
 GB1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1736_STAMPING: E 80 1935
 GB1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1736+STABILITY: SURFACE MOTION
 GB1736
 GB1736  HISTORY     - Date     Condition        Report By
 GB1736  HISTORY     - 1935     MONUMENTED       CGS
 GB1736  HISTORY     - 1960     GOOD             NGS
 GB1736
 GB1736                          STATION DESCRIPTION
 GB1736
 GB1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GB1736'0.5 MI SW FROM HICKMAN.
 GB1736'FROM THE RAILROAD STATION IN HICKMAN, GO 0.5 MILES SOUTHWEST ON
 GB1736'THE TENNESSEE CENTRAL RAILROAD TO A PRIVATE ROAD CROSSING.  THE
 GB1736'BENCH MARK IS 36 FT. SOUTHWEST OF THE CENTER OF THE RAILROAD
 GB1736'AND THE PRIVATE ROAD CROSSING, 23.3 FT. SOUTH OF THE SOUTH RAIL,
 GB1736'21 FT. NORTHEAST OF A 36-INCH ELM TREE, 18 FT. NORTH OF A LOG
 GB1736'FENCE AND 1.6 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN
 GB1736'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL
 GB1736'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1619 ***********************************************************************
 GB1619  DESIGNATION -  E 81
 GB1619  PID         -  GB1619
 GB1619  STATE/COUNTY-  TN/PUTNAM
 GB1619  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1619
 GB1619                         *CURRENT SURVEY CONTROL
 GB1619  ___________________________________________________________________
 GB1619* NAD 83(1986)-  36 11 41.     (N)    085 26 52.     (W)     SCALED    
 GB1619* NAVD 88     -       341.429  (meters)    1120.17   (feet)  ADJUSTED  
 GB1619  ___________________________________________________________________
 GB1619  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1619  DYNAMIC HT  -         341.124 (meters)    1119.17  (feet)  COMP
 GB1619  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 GB1619
 GB1619  VERT ORDER  -  SECOND    CLASS 0
 GB1619
 GB1619.The horizontal coordinates were scaled from a topographic map and have
 GB1619.an estimated accuracy of +/- 6 seconds.
 GB1619
 GB1619.The orthometric height was determined by differential leveling
 GB1619.and adjusted by the National Geodetic Survey in June 1991..
 GB1619
 GB1619.The geoid height was determined by GEOID03.
 GB1619
 GB1619.The dynamic height is computed by dividing the NAVD 88
 GB1619.geopotential number by the normal gravity value computed on the
 GB1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1619.degrees latitude (g = 980.6199 gals.).
 GB1619
 GB1619.The modeled gravity was interpolated from observed gravity values.
 GB1619
 GB1619;                    North         East    Units  Estimated Accuracy
 GB1619;SPC TN       -   206,660.      649,670.      MT  (+/- 180 meters Scaled)
 GB1619
 GB1619                          SUPERSEDED SURVEY CONTROL
 GB1619
 GB1619  NGVD 29 (??/??/92)  341.514  (m)         1120.45   (f) ADJ UNCH    2 0
 GB1619
 GB1619.Superseded values are not recommended for survey control.
 GB1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1619.See file dsdata.txt to determine how the superseded data were derived.
 GB1619
 GB1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF395066(NAD 83)
 GB1619_MARKER: DB = BENCH MARK DISK
 GB1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1619_STAMPING: E 81 1935
 GB1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1619+STABILITY: SURFACE MOTION
 GB1619
 GB1619  HISTORY     - Date     Condition        Report By
 GB1619  HISTORY     - 1935     MONUMENTED       CGS
 GB1619  HISTORY     - 20060911 MARK NOT FOUND   TVA
 GB1619
 GB1619                          STATION DESCRIPTION
 GB1619
 GB1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1619'AT ALGOOD.
 GB1619'AT ALGOOD, PUTNAM COUNTY, 29 YARDS SOUTH OF THE SOUTHWEST
 GB1619'CORNER OF THE TENNESSEE CENTRAL RAILWAY STATION, 31 FEET EAST OF
 GB1619'THE CENTERLINE OF THE GRAVEL DRIVE TO THE STATION, ABOUT 34
 GB1619'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 42, AND ABOUT 2.5
 GB1619'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 81
 GB1619'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1619
 GB1619                          STATION RECOVERY (2006)
 GB1619
 GB1619'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1982 ***********************************************************************
 GB1982  DESIGNATION -  E 82
 GB1982  PID         -  GB1982
 GB1982  STATE/COUNTY-  TN/CLAY
 GB1982  USGS QUAD   -  CELINA (1981)
 GB1982
 GB1982                         *CURRENT SURVEY CONTROL
 GB1982  ___________________________________________________________________
 GB1982* NAD 83(1986)-  36 35 34.     (N)    085 35 48.     (W)     SCALED    
 GB1982* NAVD 88     -       317.444  (meters)    1041.48   (feet)  ADJUSTED  
 GB1982  ___________________________________________________________________
 GB1982  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB1982  DYNAMIC HT  -         317.174 (meters)    1040.60  (feet)  COMP
 GB1982  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GB1982
 GB1982  VERT ORDER  -  SECOND    CLASS 0
 GB1982
 GB1982.The horizontal coordinates were scaled from a topographic map and have
 GB1982.an estimated accuracy of +/- 6 seconds.
 GB1982
 GB1982.The orthometric height was determined by differential leveling
 GB1982.and adjusted by the National Geodetic Survey in June 1991..
 GB1982
 GB1982.The geoid height was determined by GEOID03.
 GB1982
 GB1982.The dynamic height is computed by dividing the NAVD 88
 GB1982.geopotential number by the normal gravity value computed on the
 GB1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1982.degrees latitude (g = 980.6199 gals.).
 GB1982
 GB1982.The modeled gravity was interpolated from observed gravity values.
 GB1982
 GB1982;                    North         East    Units  Estimated Accuracy
 GB1982;SPC TN       -   250,770.      636,090.      MT  (+/- 180 meters Scaled)
 GB1982
 GB1982                          SUPERSEDED SURVEY CONTROL
 GB1982
 GB1982  NGVD 29 (??/??/92)  317.557  (m)         1041.85   (f) ADJ UNCH    2 0
 GB1982
 GB1982.Superseded values are not recommended for survey control.
 GB1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1982.See file dsdata.txt to determine how the superseded data were derived.
 GB1982
 GB1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF255506(NAD 83)
 GB1982_MARKER: DB = BENCH MARK DISK
 GB1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1982_STAMPING: E 82 1935
 GB1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1982+STABILITY: SURFACE MOTION
 GB1982
 GB1982  HISTORY     - Date     Condition        Report By
 GB1982  HISTORY     - 1935     MONUMENTED       CGS
 GB1982
 GB1982                          STATION DESCRIPTION
 GB1982
 GB1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1982'1.4 MI E FROM MOSS.
 GB1982'1.4 MILES EAST ALONG STATE HIGHWAY 52 FROM MOSS, CLAY COUNTY,
 GB1982'110 YARDS SOUTHWEST OF A FARMHOUSE, 31 FEET SOUTH OF THE
 GB1982'CENTERLINE OF THE HIGHWAY, 2.5 FEET NORTH OF A FENCE, AND ABOUT 1
 GB1982'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 82 1935
 GB1982'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0225 ***********************************************************************
 GC0225  DESIGNATION -  E 83
 GC0225  PID         -  GC0225
 GC0225  STATE/COUNTY-  TN/TROUSDALE
 GC0225  USGS QUAD   -  HARTSVILLE (1994)
 GC0225
 GC0225                         *CURRENT SURVEY CONTROL
 GC0225  ___________________________________________________________________
 GC0225* NAD 83(1986)-  36 23 22.     (N)    086 08 12.     (W)     SCALED    
 GC0225* NAVD 88     -       175.648  (meters)     576.27   (feet)  ADJUSTED  
 GC0225  ___________________________________________________________________
 GC0225  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC0225  DYNAMIC HT  -         175.504 (meters)     575.80  (feet)  COMP
 GC0225  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 GC0225
 GC0225  VERT ORDER  -  SECOND    CLASS 0
 GC0225
 GC0225.The horizontal coordinates were scaled from a topographic map and have
 GC0225.an estimated accuracy of +/- 6 seconds.
 GC0225
 GC0225.The orthometric height was determined by differential leveling
 GC0225.and adjusted by the National Geodetic Survey in June 1991..
 GC0225
 GC0225.The geoid height was determined by GEOID03.
 GC0225
 GC0225.The dynamic height is computed by dividing the NAVD 88
 GC0225.geopotential number by the normal gravity value computed on the
 GC0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0225.degrees latitude (g = 980.6199 gals.).
 GC0225
 GC0225.The modeled gravity was interpolated from observed gravity values.
 GC0225
 GC0225;                    North         East    Units  Estimated Accuracy
 GC0225;SPC TN       -   228,140.      587,740.      MT  (+/- 180 meters Scaled)
 GC0225
 GC0225                          SUPERSEDED SURVEY CONTROL
 GC0225
 GC0225  NGVD 29 (??/??/92)  175.724  (m)          576.52   (f) ADJ UNCH    2 0
 GC0225
 GC0225.Superseded values are not recommended for survey control.
 GC0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0225.See file dsdata.txt to determine how the superseded data were derived.
 GC0225
 GC0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF774274(NAD 83)
 GC0225_MARKER: DB = BENCH MARK DISK
 GC0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0225_STAMPING: E 83 1935
 GC0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0225+STABILITY: SURFACE MOTION
 GC0225
 GC0225  HISTORY     - Date     Condition        Report By
 GC0225  HISTORY     - 1935     MONUMENTED       CGS
 GC0225  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0225
 GC0225                          STATION DESCRIPTION
 GC0225
 GC0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0225'1.9 MI E FROM HARTSVILLE.
 GC0225'1.9 MILES EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0225'HARTSVILLE, TROUSDALE COUNTY, 311 YARDS NORTH OF THE
 GC0225'INTERSECTION OF STATE HIGHWAY 25, 29 FEET EAST OF THE CENTERLINE
 GC0225'OF STATE HIGHWAY 10, 1 FOOT SOUTH OF A FENCE, AND 3.5 FEET
 GC0225'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 83 1935 AND
 GC0225'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1796 ***********************************************************************
 GB1796  DESIGNATION -  E 84
 GB1796  PID         -  GB1796
 GB1796  STATE/COUNTY-  TN/PUTNAM
 GB1796  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1796
 GB1796                         *CURRENT SURVEY CONTROL
 GB1796  ___________________________________________________________________
 GB1796* NAD 83(1986)-  36 10 01.     (N)    085 35 46.     (W)     SCALED    
 GB1796* NAVD 88     -       302.983  (meters)     994.04   (feet)  ADJUSTED  
 GB1796  ___________________________________________________________________
 GB1796  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB1796  DYNAMIC HT  -         302.712 (meters)     993.15  (feet)  COMP
 GB1796  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 GB1796
 GB1796  VERT ORDER  -  SECOND    CLASS 0
 GB1796
 GB1796.The horizontal coordinates were scaled from a topographic map and have
 GB1796.an estimated accuracy of +/- 6 seconds.
 GB1796
 GB1796.The orthometric height was determined by differential leveling
 GB1796.and adjusted by the National Geodetic Survey in June 1991..
 GB1796
 GB1796.The geoid height was determined by GEOID03.
 GB1796
 GB1796.The dynamic height is computed by dividing the NAVD 88
 GB1796.geopotential number by the normal gravity value computed on the
 GB1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1796.degrees latitude (g = 980.6199 gals.).
 GB1796
 GB1796.The modeled gravity was interpolated from observed gravity values.
 GB1796
 GB1796;                    North         East    Units  Estimated Accuracy
 GB1796;SPC TN       -   203,510.      636,340.      MT  (+/- 180 meters Scaled)
 GB1796
 GB1796                          SUPERSEDED SURVEY CONTROL
 GB1796
 GB1796  NGVD 29 (??/??/92)  303.056  (m)          994.28   (f) ADJ UNCH    2 0
 GB1796
 GB1796.Superseded values are not recommended for survey control.
 GB1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1796.See file dsdata.txt to determine how the superseded data were derived.
 GB1796
 GB1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF262033(NAD 83)
 GB1796_MARKER: DB = BENCH MARK DISK
 GB1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1796_STAMPING: E 84 1935
 GB1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1796+STABILITY: SURFACE MOTION
 GB1796
 GB1796  HISTORY     - Date     Condition        Report By
 GB1796  HISTORY     - 1935     MONUMENTED       CGS
 GB1796  HISTORY     - 1950     MARK NOT FOUND   NGS
 GB1796
 GB1796                          STATION DESCRIPTION
 GB1796
 GB1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1796'AT DOUBLE SPRINGS.
 GB1796'AT DOUBLE SPRINGS, PUTNAM COUNTY, 27 YARDS SOUTHEAST OF THE
 GB1796'SOUTHEAST CORNER OF THE TENNESSEE CENTRAL RAILWAY STATION, 23
 GB1796'FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 38 FEET SOUTH OF THE
 GB1796'SOUTH RAIL, 4 FEET NORTHEAST OF A FENCE CORNER, AND 5 FEET
 GB1796'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 84 1935
 GB1796'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0160 ***********************************************************************
 GC0160  DESIGNATION -  E 85
 GC0160  PID         -  GC0160
 GC0160  STATE/COUNTY-  TN/WILSON
 GC0160  USGS QUAD   -  MARTHA (1975)
 GC0160
 GC0160                         *CURRENT SURVEY CONTROL
 GC0160  ___________________________________________________________________
 GC0160* NAD 83(1986)-  36 14 06.     (N)    086 25 15.     (W)     SCALED    
 GC0160* NAVD 88     -       156.772  (meters)     514.34   (feet)  ADJUSTED  
 GC0160  ___________________________________________________________________
 GC0160  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0160  DYNAMIC HT  -         156.640 (meters)     513.91  (feet)  COMP
 GC0160  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 GC0160
 GC0160  VERT ORDER  -  SECOND    CLASS 0
 GC0160
 GC0160.The horizontal coordinates were scaled from a topographic map and have
 GC0160.an estimated accuracy of +/- 6 seconds.
 GC0160
 GC0160.The orthometric height was determined by differential leveling
 GC0160.and adjusted by the National Geodetic Survey in June 1991..
 GC0160
 GC0160.The geoid height was determined by GEOID03.
 GC0160
 GC0160.The dynamic height is computed by dividing the NAVD 88
 GC0160.geopotential number by the normal gravity value computed on the
 GC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0160.degrees latitude (g = 980.6199 gals.).
 GC0160
 GC0160.The modeled gravity was interpolated from observed gravity values.
 GC0160
 GC0160;                    North         East    Units  Estimated Accuracy
 GC0160;SPC TN       -   211,070.      562,170.      MT  (+/- 180 meters Scaled)
 GC0160
 GC0160                          SUPERSEDED SURVEY CONTROL
 GC0160
 GC0160  NGVD 29 (??/??/92)  156.829  (m)          514.53   (f) ADJ UNCH    2 0
 GC0160
 GC0160.Superseded values are not recommended for survey control.
 GC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0160.See file dsdata.txt to determine how the superseded data were derived.
 GC0160
 GC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF520101(NAD 83)
 GC0160_MARKER: DB = BENCH MARK DISK
 GC0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0160_STAMPING: E 85 1935
 GC0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0160+STABILITY: SURFACE MOTION
 GC0160
 GC0160  HISTORY     - Date     Condition        Report By
 GC0160  HISTORY     - 1935     MONUMENTED       CGS
 GC0160  HISTORY     - 1944     GOOD             NGS
 GC0160
 GC0160                          STATION DESCRIPTION
 GC0160
 GC0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GC0160'0.4 MI NE FROM MARTHA.
 GC0160'0.4 MILE NORTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0160'STATION AT MARTHA, WILSON COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST
 GC0160'24, AT THE CROSSING OF U.S. HIGHWAY 70, 30 FEET SOUTHEAST OF
 GC0160'THE CENTERLINE OF THE HIGHWAY, 46 FEET EAST OF THE EAST RAIL,
 GC0160'AND 3 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK,
 GC0160'STAMPED E 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0144 ***********************************************************************
 GC0144  DESIGNATION -  E 86
 GC0144  PID         -  GC0144
 GC0144  STATE/COUNTY-  TN/SUMNER
 GC0144  USGS QUAD   -  BETHPAGE (1994)
 GC0144
 GC0144                         *CURRENT SURVEY CONTROL
 GC0144  ___________________________________________________________________
 GC0144* NAD 83(1986)-  36 28 30.     (N)    086 18 48.     (W)     SCALED    
 GC0144* NAVD 88     -       161.072  (meters)     528.45   (feet)  POSTED    
 GC0144  ___________________________________________________________________
 GC0144  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0144  DYNAMIC HT  -         160.940 (meters)     528.02  (feet)  COMP
 GC0144  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GC0144
 GC0144  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC0144
 GC0144.The horizontal coordinates were scaled from a topographic map and have
 GC0144.an estimated accuracy of +/- 6 seconds.
 GC0144
 GC0144.The orthometric height was determined by differential leveling
 GC0144.and adjusted by the National Geodetic Survey in 1992..
 GC0144.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC0144.rate of 2.1 thru 3.0 mm/km.
 GC0144
 GC0144.The geoid height was determined by GEOID03.
 GC0144
 GC0144.The dynamic height is computed by dividing the NAVD 88
 GC0144.geopotential number by the normal gravity value computed on the
 GC0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0144.degrees latitude (g = 980.6199 gals.).
 GC0144
 GC0144.The modeled gravity was interpolated from observed gravity values.
 GC0144
 GC0144;                    North         East    Units  Estimated Accuracy
 GC0144;SPC TN       -   237,670.      571,920.      MT  (+/- 180 meters Scaled)
 GC0144
 GC0144                          SUPERSEDED SURVEY CONTROL
 GC0144
 GC0144  NGVD 29 (??/??/92)  161.194  (m)          528.85   (f) ADJ UNCH    2 0
 GC0144
 GC0144.Superseded values are not recommended for survey control.
 GC0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0144.See file dsdata.txt to determine how the superseded data were derived.
 GC0144
 GC0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF615368(NAD 83)
 GC0144_MARKER: DB = BENCH MARK DISK
 GC0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0144_STAMPING: E 86 1935
 GC0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0144+STABILITY: SURFACE MOTION
 GC0144
 GC0144  HISTORY     - Date     Condition        Report By
 GC0144  HISTORY     - 1935     MONUMENTED       CGS
 GC0144  HISTORY     - 1952     MARK NOT FOUND   NGS
 GC0144  HISTORY     - 1961     MARK NOT FOUND   NGS
 GC0144
 GC0144                          STATION DESCRIPTION
 GC0144
 GC0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GC0144'AT BETHPAGE.
 GC0144'AT BETHPAGE, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0144'RAILROAD, NEAR THE SITE OF THE FORMER STATION, 31 FEET WEST OF
 GC0144'THE CENTERLINE OF THE DIRT ROAD, 17.3 FEET EAST OF THE EAST
 GC0144'RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED E 86
 GC0144'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PRESUMED TO
 GC0144'HAVE BEEN REMOVED WHEN THE STATION WAS DEMOLISHED.
 GC0144
 GC0144                          STATION RECOVERY (1961)
 GC0144
 GC0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0431 ***********************************************************************
 GC0431  DESIGNATION -  E 87
 GC0431  PID         -  GC0431
 GC0431  STATE/COUNTY-  TN/DAVIDSON
 GC0431  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0431
 GC0431                         *CURRENT SURVEY CONTROL
 GC0431  ___________________________________________________________________
 GC0431* NAD 83(1986)-  36 21 17.     (N)    086 43 45.     (W)     SCALED    
 GC0431* NAVD 88     -       161.434  (meters)     529.64   (feet)  ADJUSTED  
 GC0431  ___________________________________________________________________
 GC0431  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0431  DYNAMIC HT  -         161.296 (meters)     529.19  (feet)  COMP
 GC0431  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GC0431
 GC0431  VERT ORDER  -  SECOND    CLASS 0
 GC0431
 GC0431.The horizontal coordinates were scaled from a topographic map and have
 GC0431.an estimated accuracy of +/- 6 seconds.
 GC0431
 GC0431.The orthometric height was determined by differential leveling
 GC0431.and adjusted by the National Geodetic Survey in June 1991..
 GC0431
 GC0431.The geoid height was determined by GEOID03.
 GC0431
 GC0431.The dynamic height is computed by dividing the NAVD 88
 GC0431.geopotential number by the normal gravity value computed on the
 GC0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0431.degrees latitude (g = 980.6199 gals.).
 GC0431
 GC0431.The modeled gravity was interpolated from observed gravity values.
 GC0431
 GC0431;                    North         East    Units  Estimated Accuracy
 GC0431;SPC TN       -   224,520.      534,550.      MT  (+/- 180 meters Scaled)
 GC0431
 GC0431                          SUPERSEDED SURVEY CONTROL
 GC0431
 GC0431  NGVD 29 (??/??/92)  161.484  (m)          529.80   (f) ADJ UNCH    2 0
 GC0431
 GC0431.Superseded values are not recommended for survey control.
 GC0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0431.See file dsdata.txt to determine how the superseded data were derived.
 GC0431
 GC0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF243233(NAD 83)
 GC0431_MARKER: DB = BENCH MARK DISK
 GC0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0431_STAMPING: E 87 1935
 GC0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0431+STABILITY: SURFACE MOTION
 GC0431
 GC0431  HISTORY     - Date     Condition        Report By
 GC0431  HISTORY     - 1935     MONUMENTED       CGS
 GC0431  HISTORY     - 1960     GOOD             NGS
 GC0431
 GC0431                          STATION DESCRIPTION
 GC0431
 GC0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0431'2.3 MI NW FROM GOODLETTSVILLE.
 GC0431'2.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0431'FROM THE STATION AT GOODLETTSVILLE, DAVIDSON COUNTY, 45.5 FEET
 GC0431'WEST OF THE WEST RAIL, 17 FEET SOUTH OF THE CENTERLINE OF A
 GC0431'LANE ON THE FARM OF MARSHALL DRAPER, 2.4 FEET EAST OF THE
 GC0431'RIGHT-OF-WAY FENCE, AND 6 FEET LOWER THAN THE TOP OF THE RAIL.
 GC0431'A STANDARD DISK, STAMPED E 87 1935 AND SET IN THE TOP OF A
 GC0431'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1016 ***********************************************************************
 GC1016  DESIGNATION -  E 88
 GC1016  PID         -  GC1016
 GC1016  STATE/COUNTY-  TN/SUMNER
 GC1016  USGS QUAD   -  PORTLAND (1981)
 GC1016
 GC1016                         *CURRENT SURVEY CONTROL
 GC1016  ___________________________________________________________________
 GC1016* NAD 83(1986)-  36 36 16.     (N)    086 31 43.     (W)     SCALED    
 GC1016* NAVD 88     -       241.631  (meters)     792.75   (feet)  ADJUSTED  
 GC1016  ___________________________________________________________________
 GC1016  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GC1016  DYNAMIC HT  -         241.430 (meters)     792.09  (feet)  COMP
 GC1016  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 GC1016
 GC1016  VERT ORDER  -  SECOND    CLASS 0
 GC1016
 GC1016.The horizontal coordinates were scaled from a topographic map and have
 GC1016.an estimated accuracy of +/- 6 seconds.
 GC1016
 GC1016.The orthometric height was determined by differential leveling
 GC1016.and adjusted by the National Geodetic Survey in June 1991..
 GC1016
 GC1016.The geoid height was determined by GEOID03.
 GC1016
 GC1016.The dynamic height is computed by dividing the NAVD 88
 GC1016.geopotential number by the normal gravity value computed on the
 GC1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1016.degrees latitude (g = 980.6199 gals.).
 GC1016
 GC1016.The modeled gravity was interpolated from observed gravity values.
 GC1016
 GC1016;                    North         East    Units  Estimated Accuracy
 GC1016;SPC TN       -   252,110.      552,700.      MT  (+/- 180 meters Scaled)
 GC1016
 GC1016                          SUPERSEDED SURVEY CONTROL
 GC1016
 GC1016  NGVD 29 (??/??/92)  241.720  (m)          793.04   (f) ADJ UNCH    2 0
 GC1016
 GC1016.Superseded values are not recommended for survey control.
 GC1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1016.See file dsdata.txt to determine how the superseded data were derived.
 GC1016
 GC1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF421510(NAD 83)
 GC1016_MARKER: DB = BENCH MARK DISK
 GC1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1016_STAMPING: E 88 1935
 GC1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1016+STABILITY: SURFACE MOTION
 GC1016
 GC1016  HISTORY     - Date     Condition        Report By
 GC1016  HISTORY     - 1935     MONUMENTED       CGS
 GC1016  HISTORY     - 1959     GOOD             NGS
 GC1016
 GC1016                          STATION DESCRIPTION
 GC1016
 GC1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1016'1.8 MI N FROM PORTLAND.
 GC1016'1.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1016'FROM THE STATION AT PORTLAND, SUMNER COUNTY, 410 YARDS NORTH
 GC1016'OF SEMAPHORE 2432, AT A DIRT-ROAD CROSSING, 40 FEET NORTH OF
 GC1016'THE CENTERLINE OF THE DIRT ROAD, 29 FEET WEST OF THE WEST RAIL,
 GC1016'2 FEET EAST OF A WIRE FENCE, AND LEVEL WITH THE TRACK.  A
 GC1016'STANDARD DISK, STAMPED E 88 1935 AND SET IN THE TOP OF A CONCRETE
 GC1016'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1627 ***********************************************************************
 FE1627  DESIGNATION -  E 89
 FE1627  PID         -  FE1627
 FE1627  STATE/COUNTY-  TN/LAUDERDALE
 FE1627  USGS QUAD   -  GOLDDUST (1983)
 FE1627
 FE1627                         *CURRENT SURVEY CONTROL
 FE1627  ___________________________________________________________________
 FE1627* NAD 83(1986)-  35 39 27.     (N)    089 45 55.     (W)     SCALED    
 FE1627* NAVD 88     -       105.534  (meters)     346.24   (feet)  ADJUSTED  
 FE1627  ___________________________________________________________________
 FE1627  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1627  DYNAMIC HT  -         105.445 (meters)     345.95  (feet)  COMP
 FE1627  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 FE1627
 FE1627  VERT ORDER  -  FIRST     CLASS II
 FE1627
 FE1627.The horizontal coordinates were scaled from a topographic map and have
 FE1627.an estimated accuracy of +/- 6 seconds.
 FE1627
 FE1627.The orthometric height was determined by differential leveling
 FE1627.and adjusted by the National Geodetic Survey in June 1991..
 FE1627
 FE1627.The geoid height was determined by GEOID03.
 FE1627
 FE1627.The dynamic height is computed by dividing the NAVD 88
 FE1627.geopotential number by the normal gravity value computed on the
 FE1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1627.degrees latitude (g = 980.6199 gals.).
 FE1627
 FE1627.The modeled gravity was interpolated from observed gravity values.
 FE1627
 FE1627;                    North         East    Units  Estimated Accuracy
 FE1627;SPC TN       -   153,470.      259,150.      MT  (+/- 180 meters Scaled)
 FE1627
 FE1627                          SUPERSEDED SURVEY CONTROL
 FE1627
 FE1627  NGVD 29 (??/??/??)  105.498  (m)          346.12   (f) ADJUSTED    1 2
 FE1627
 FE1627.Superseded values are not recommended for survey control.
 FE1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1627.See file dsdata.txt to determine how the superseded data were derived.
 FE1627
 FE1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE496494(NAD 83)
 FE1627_MARKER: DB = BENCH MARK DISK
 FE1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1627_STAMPING: E 89 1957
 FE1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1627+STABILITY: SURFACE MOTION
 FE1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1627+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1627
 FE1627  HISTORY     - Date     Condition        Report By
 FE1627  HISTORY     - 1957     MONUMENTED       CGS
 FE1627  HISTORY     - 20020807 GOOD             USACE
 FE1627
 FE1627                          STATION DESCRIPTION
 FE1627
 FE1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1627'3.5 MI SW FROM CHERRY.
 FE1627'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1627'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, 1.0 MILE
 FE1627'SOUTHWEST OF THE FORT PILLOW STATE PRISON FARM COMMISARY, 28
 FE1627'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTHEAST
 FE1627'AND ACROSS THE HIGHWAY FROM A POWER LINE POLE (FIRST POLE EAST
 FE1627'OF TOP OF A GRADE DECENDING NORTHEAST), 51 FEET NORTHWEST AND
 FE1627'ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A WHITE BOARD
 FE1627'FENCE, 28 FEET WEST OF THE SOUTHWEST CORNER OF A WHITE BOARD
 FE1627'FENCE AT THE SOUTHEAST CORNER OF WOODED AREA NORTH OF THE
 FE1627'HIGHWAY, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 1/2
 FE1627'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FE1627'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1627
 FE1627                          STATION RECOVERY (2002)
 FE1627
 FE1627'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1627'HWY 87A IS NOW HWY 371.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0494 ***********************************************************************
 FD0494  DESIGNATION -  E 9
 FD0494  PID         -  FD0494
 FD0494  STATE/COUNTY-  TN/WILLIAMSON
 FD0494  USGS QUAD   -  SPRING HILL (1979)
 FD0494
 FD0494                         *CURRENT SURVEY CONTROL
 FD0494  ___________________________________________________________________
 FD0494* NAD 83(1986)-  35 48 00.     (N)    086 54 44.     (W)     SCALED    
 FD0494* NAVD 88     -       245.113  (meters)     804.17   (feet)  ADJUSTED  
 FD0494  ___________________________________________________________________
 FD0494  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD0494  DYNAMIC HT  -         244.897 (meters)     803.47  (feet)  COMP
 FD0494  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0494
 FD0494  VERT ORDER  -  FIRST     CLASS II
 FD0494
 FD0494.The horizontal coordinates were scaled from a topographic map and have
 FD0494.an estimated accuracy of +/- 6 seconds.
 FD0494
 FD0494.The orthometric height was determined by differential leveling
 FD0494.and adjusted by the National Geodetic Survey in June 1991..
 FD0494
 FD0494.The geoid height was determined by GEOID03.
 FD0494
 FD0494.The dynamic height is computed by dividing the NAVD 88
 FD0494.geopotential number by the normal gravity value computed on the
 FD0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0494.degrees latitude (g = 980.6199 gals.).
 FD0494
 FD0494.The modeled gravity was interpolated from observed gravity values.
 FD0494
 FD0494;                    North         East    Units  Estimated Accuracy
 FD0494;SPC TN       -   163,110.      517,550.      MT  (+/- 180 meters Scaled)
 FD0494
 FD0494                          SUPERSEDED SURVEY CONTROL
 FD0494
 FD0494  NGVD 29 (??/??/92)  245.079  (m)          804.06   (f) ADJ UNCH    1 2
 FD0494
 FD0494.Superseded values are not recommended for survey control.
 FD0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0494.See file dsdata.txt to determine how the superseded data were derived.
 FD0494
 FD0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE079617(NAD 83)
 FD0494_MARKER: DB = BENCH MARK DISK
 FD0494_SETTING: 66 = SET IN ROCK OUTCROP
 FD0494_SP_SET: ROCK LEDGE
 FD0494_STAMPING: 804.316 E 9 1931
 FD0494_MARK LOGO: CGS   
 FD0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0494+STABILITY: POSITION/ELEVATION WELL
 FD0494
 FD0494  HISTORY     - Date     Condition        Report By
 FD0494  HISTORY     - 1931     MONUMENTED       CGS
 FD0494  HISTORY     - 1960     GOOD             NGS
 FD0494  HISTORY     - 1984     GOOD             NGS
 FD0494
 FD0494                          STATION DESCRIPTION
 FD0494
 FD0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0494'AT THOMPSONS.
 FD0494'THIS BENCH MARK IS AT THOMPSONS, 9 RAILS WEST OF THE PAVED ROAD
 FD0494'CROSSING ON THE L. AND N. RAILROAD, 34 FT. WEST OF A POINT OF A
 FD0494'SWITCH, 27 FT. SOUTH OF THE SOUTH RAIL, THE DISK IS CEMENTED IN
 FD0494'A DRILL HOLE IN THE FACE OF A ROCK LEDGE ABOUT 3 FT. HIGHER THAN
 FD0494'THE TRACK AND SET VERTICALLY.
 FD0494
 FD0494                          STATION RECOVERY (1984)
 FD0494
 FD0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0358 ***********************************************************************
 FF0358  DESIGNATION -  E 90
 FF0358  PID         -  FF0358
 FF0358  STATE/COUNTY-  TN/SHELBY
 FF0358  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0358
 FF0358                         *CURRENT SURVEY CONTROL
 FF0358  ___________________________________________________________________
 FF0358* NAD 83(1986)-  35 13 01.     (N)    090 01 22.     (W)     SCALED    
 FF0358* NAVD 88     -        81.039  (meters)     265.88   (feet)  POSTED    
 FF0358  ___________________________________________________________________
 FF0358  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0358  DYNAMIC HT  -          80.970 (meters)     265.65  (feet)  COMP
 FF0358  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 FF0358
 FF0358  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0358
 FF0358.The horizontal coordinates were scaled from a topographic map and have
 FF0358.an estimated accuracy of +/- 6 seconds.
 FF0358
 FF0358.The orthometric height was determined by differential leveling
 FF0358.and adjusted by the National Geodetic Survey in 1992..
 FF0358.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0358.rate of 1.1 thru 2.0 mm/km.
 FF0358
 FF0358.The geoid height was determined by GEOID03.
 FF0358
 FF0358.The dynamic height is computed by dividing the NAVD 88
 FF0358.geopotential number by the normal gravity value computed on the
 FF0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0358.degrees latitude (g = 980.6199 gals.).
 FF0358
 FF0358.The modeled gravity was interpolated from observed gravity values.
 FF0358
 FF0358;                    North         East    Units  Estimated Accuracy
 FF0358;SPC TN       -   105,560.      233,840.      MT  (+/- 180 meters Scaled)
 FF0358
 FF0358                          SUPERSEDED SURVEY CONTROL
 FF0358
 FF0358  NGVD 29 (??/??/??)   81.001  (m)          265.75   (f) ADJUSTED    2 0
 FF0358
 FF0358.Superseded values are not recommended for survey control.
 FF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0358.See file dsdata.txt to determine how the superseded data were derived.
 FF0358
 FF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV709011(NAD 83)
 FF0358_MARKER: DB = BENCH MARK DISK
 FF0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0358_STAMPING: E 90 1957
 FF0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0358+STABILITY: SURFACE MOTION
 FF0358
 FF0358  HISTORY     - Date     Condition        Report By
 FF0358  HISTORY     - 1957     MONUMENTED       CGS
 FF0358
 FF0358                          STATION DESCRIPTION
 FF0358
 FF0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0358'1 MI NE FROM FRAYSER.
 FF0358'0.95 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0358'OVERPASS OF U.S. HIGHWAY 51 OVER TRACK AT FRAYSER, ABOUT 0.4 MILE
 FF0358'SOUTHWEST OF MILEPOST 385, 85 FEET WEST-NORTHWEST OF THE
 FF0358'WEST-NORTHWEST RAIL, 52 FEET NORTH OF A TELEPHONE POLE, 49 FEET
 FF0358'SOUTH-SOUTHWEST OF A 12-INCH GUM TREE, 33 FEET SOUTHEAST OF THE
 FF0358'CENTER LINE OF A DRIVEWAY, 18 FEET SOUTHEAST OF THE SOUTHEAST ONE
 FF0358'OF FOUR SMALL CEDAR TREES, 13 FEET EAST OF THE NORTHEAST END OF
 FF0358'RAILROAD ROAD BLOCK AT THE EAST END OF ARCHER ROAD, 2 FEET
 FF0358'SOUTH-SOUTHWEST OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE
 FF0358'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0358'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0303 ***********************************************************************
 FF0303  DESIGNATION -  E 91
 FF0303  PID         -  FF0303
 FF0303  STATE/COUNTY-  TN/SHELBY
 FF0303  USGS QUAD   -  LOCKE (1970)
 FF0303
 FF0303                         *CURRENT SURVEY CONTROL
 FF0303  ___________________________________________________________________
 FF0303* NAD 83(1986)-  35 15 25.     (N)    090 03 19.     (W)     SCALED    
 FF0303* NAVD 88     -        90.479  (meters)     296.85   (feet)  ADJUSTED  
 FF0303  ___________________________________________________________________
 FF0303  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0303  DYNAMIC HT  -          90.399 (meters)     296.58  (feet)  COMP
 FF0303  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FF0303
 FF0303  VERT ORDER  -  FIRST     CLASS II
 FF0303
 FF0303.The horizontal coordinates were scaled from a topographic map and have
 FF0303.an estimated accuracy of +/- 6 seconds.
 FF0303
 FF0303.The orthometric height was determined by differential leveling
 FF0303.and adjusted by the National Geodetic Survey in June 1991..
 FF0303
 FF0303.The geoid height was determined by GEOID03.
 FF0303
 FF0303.The dynamic height is computed by dividing the NAVD 88
 FF0303.geopotential number by the normal gravity value computed on the
 FF0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0303.degrees latitude (g = 980.6199 gals.).
 FF0303
 FF0303.The modeled gravity was interpolated from observed gravity values.
 FF0303
 FF0303;                    North         East    Units  Estimated Accuracy
 FF0303;SPC TN       -   110,120.      231,070.      MT  (+/- 180 meters Scaled)
 FF0303
 FF0303                          SUPERSEDED SURVEY CONTROL
 FF0303
 FF0303  NGVD 29 (??/??/??)   90.443  (m)          296.73   (f) ADJUSTED    1 2
 FF0303
 FF0303.Superseded values are not recommended for survey control.
 FF0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0303.See file dsdata.txt to determine how the superseded data were derived.
 FF0303
 FF0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV679055(NAD 83)
 FF0303_MARKER: DB = BENCH MARK DISK
 FF0303_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0303_SP_SET: 48 FEET
 FF0303_STAMPING: E 91 1957
 FF0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0303
 FF0303  HISTORY     - Date     Condition        Report By
 FF0303  HISTORY     - 1957     MONUMENTED       CGS
 FF0303  HISTORY     - 19970925 POOR             TN1620
 FF0303
 FF0303                          STATION DESCRIPTION
 FF0303
 FF0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0303'4.7 MI NW FROM FRAYSER.
 FF0303'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0303'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0303'ALONG MARSH ROAD, THENCE 3.7 MILES NORTH AND NORTHWEST ALONG
 FF0303'BENJESTOWN ROAD, 0.4 MILE NORTH OF THE JUNCTION OF CIRCLE ROAD,
 FF0303'78 FEET WEST OF THE CENTER LINE OF THE ROAD, 81 FEET NORTH OF
 FF0303'A TELEPHONE POLE, 13 3/4 FEET NORTHEAST OF THE SOUTHEAST CORNER
 FF0303'OF THE PLEASANT CHAPEL BAPTIST CHURCH, 8 1/4 FEET EAST OF THE
 FF0303'EAST FACE OF THE CHURCH, 1/2 FOOT SOUTH OF THE SOUTHEAST CORNER
 FF0303'OF THE SOUTH END OF THE CONCRETE STEP AT MAIN ENTRANCE TO THE
 FF0303'CHURCH, 1 FOOT ABOVE THE LEVEL OF THE ROAD, A DISK ON TOP OF A
 FF0303'COPPER-COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A
 FF0303'4-INCH TILE FLUSH WITH THE GROUND.  ROD WAS DRIVEN TO A DEPTH OF
 FF0303'48 FEET.  NOTE-- MARK MAY BE REACHED BY GOING SOUTHWEST 6.95
 FF0303'MILES ALONG THE BENJESTOWN ROAD FROM THE E.E. JETER SCHOOL AT
 FF0303'LOCKE, SHELBY COUNTY, TENNESSEE.
 FF0303
 FF0303                          STATION RECOVERY (1997)
 FF0303
 FF0303'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0303'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1569 ***********************************************************************
 FE1569  DESIGNATION -  E 92
 FE1569  PID         -  FE1569
 FE1569  STATE/COUNTY-  TN/LAUDERDALE
 FE1569  USGS QUAD   -  OPEN LAKE (1983)
 FE1569
 FE1569                         *CURRENT SURVEY CONTROL
 FE1569  ___________________________________________________________________
 FE1569* NAD 83(1986)-  35 49 16.     (N)    089 39 32.     (W)     SCALED    
 FE1569* NAVD 88     -        78.111  (meters)     256.27   (feet)  ADJUSTED  
 FE1569  ___________________________________________________________________
 FE1569  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1569  DYNAMIC HT  -          78.044 (meters)     256.05  (feet)  COMP
 FE1569  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 FE1569
 FE1569  VERT ORDER  -  FIRST     CLASS II
 FE1569
 FE1569.The horizontal coordinates were scaled from a topographic map and have
 FE1569.an estimated accuracy of +/- 6 seconds.
 FE1569
 FE1569.The orthometric height was determined by differential leveling
 FE1569.and adjusted by the National Geodetic Survey in June 1991..
 FE1569
 FE1569.The geoid height was determined by GEOID03.
 FE1569
 FE1569.The dynamic height is computed by dividing the NAVD 88
 FE1569.geopotential number by the normal gravity value computed on the
 FE1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1569.degrees latitude (g = 980.6199 gals.).
 FE1569
 FE1569.The modeled gravity was interpolated from observed gravity values.
 FE1569
 FE1569;                    North         East    Units  Estimated Accuracy
 FE1569;SPC TN       -   171,250.      269,450.      MT  (+/- 180 meters Scaled)
 FE1569
 FE1569                          SUPERSEDED SURVEY CONTROL
 FE1569
 FE1569  NGVD 29 (??/??/??)   78.066  (m)          256.12   (f) ADJUSTED    1 2
 FE1569
 FE1569.Superseded values are not recommended for survey control.
 FE1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1569.See file dsdata.txt to determine how the superseded data were derived.
 FE1569
 FE1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE597673(NAD 83)
 FE1569_MARKER: DB = BENCH MARK DISK
 FE1569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1569_SP_SET: BRIDGE ABUTMENT
 FE1569_STAMPING: E 92 1957
 FE1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1569
 FE1569  HISTORY     - Date     Condition        Report By
 FE1569  HISTORY     - 1957     MONUMENTED       CGS
 FE1569  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1569
 FE1569                          STATION DESCRIPTION
 FE1569
 FE1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1569'7 MI NW FROM ARP.
 FE1569'1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1569'ELEMENTARY SCHOOL AT ARP, THENCE 5.45 MILES NORTHWEST ALONG THE
 FE1569'GRAVEL ROAD LEADING TO BARR, ON TOP OF THE NORTH END OF THE NORTH
 FE1569'WINGWALL OF THE NORTHEAST ABUTMENT OF THE BRIDGE OVER THE MIDDLE
 FE1569'FORK OF THE FORKED DEER RIVER, 14 FEET NORTHWEST OF THE CENTER
 FE1569'LINE OF THE ROAD, 3/4 FEET SOUTH OF THE NORTH END OF THE WINGWALL,
 FE1569'11 FEET NORTH OF THE NORTH CORNER OF THE BRIDGE AND 3 FEET BELOW
 FE1569'THE LEVEL OF THE ROAD.
 FE1569
 FE1569                          STATION RECOVERY (1971)
 FE1569
 FE1569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1314 ***********************************************************************
 FE1314  DESIGNATION -  E 93
 FE1314  PID         -  FE1314
 FE1314  STATE/COUNTY-  TN/TIPTON
 FE1314  USGS QUAD   -  DRUMMONDS (1983)
 FE1314
 FE1314                         *CURRENT SURVEY CONTROL
 FE1314  ___________________________________________________________________
 FE1314* NAD 83(1986)-  35 29 34.     (N)    089 53 38.     (W)     SCALED    
 FE1314* NAVD 88     -        96.999  (meters)     318.24   (feet)  ADJUSTED  
 FE1314  ___________________________________________________________________
 FE1314  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE1314  DYNAMIC HT  -          96.914 (meters)     317.96  (feet)  COMP
 FE1314  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 FE1314
 FE1314  VERT ORDER  -  FIRST     CLASS I
 FE1314
 FE1314.The horizontal coordinates were scaled from a topographic map and have
 FE1314.an estimated accuracy of +/- 6 seconds.
 FE1314
 FE1314.The orthometric height was determined by differential leveling
 FE1314.and adjusted by the National Geodetic Survey in June 1991..
 FE1314.WARNING-Repeat measurements at this control monument indicate possible
 FE1314.vertical movement.
 FE1314
 FE1314.The geoid height was determined by GEOID03.
 FE1314
 FE1314.The dynamic height is computed by dividing the NAVD 88
 FE1314.geopotential number by the normal gravity value computed on the
 FE1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1314.degrees latitude (g = 980.6199 gals.).
 FE1314
 FE1314.The modeled gravity was interpolated from observed gravity values.
 FE1314
 FE1314;                    North         East    Units  Estimated Accuracy
 FE1314;SPC TN       -   135,670.      246,780.      MT  (+/- 180 meters Scaled)
 FE1314
 FE1314                          SUPERSEDED SURVEY CONTROL
 FE1314
 FE1314  NGVD 29 (??/??/??)   96.972  (m)          318.15   (f) ADJUSTED    1 1
 FE1314
 FE1314.Superseded values are not recommended for survey control.
 FE1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1314.See file dsdata.txt to determine how the superseded data were derived.
 FE1314
 FE1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE374315(NAD 83)
 FE1314_MARKER: DB = BENCH MARK DISK
 FE1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1314_STAMPING: E 93 1957
 FE1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1314+STABILITY: SURFACE MOTION
 FE1314
 FE1314  HISTORY     - Date     Condition        Report By
 FE1314  HISTORY     - 1957     MONUMENTED       CGS
 FE1314  HISTORY     - 1974     GOOD             NGS
 FE1314  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1314
 FE1314                          STATION DESCRIPTION
 FE1314
 FE1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1314'2.1 MI S FROM RANDOLPH.
 FE1314'ABOUT 0.5 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE
 FE1314'RANDOLPH METHODIST CHURCH AT RANDOLPH, THENCE 2.05 MILES SOUTH
 FE1314'ALONG AN ASPHALT ROAD, 0.95 MILE SOUTH OF THE INTERSECTION WITH
 FE1314'STATE HIGHWAY 59, 0.2 MILE NORTH OF A NEW BRICK AND FRAME
 FE1314'HOUSE AT A CURVE ON A HILL, 159 FEET SOUTH OF THE SOUTHWEST
 FE1314'CORNER OF A CONCRETE AND WOODEN BRIDGE OVER HURRICANE CREEK,
 FE1314'29 1/2 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD, 17
 FE1314'FEET NORTH OF THE CENTER OF A WIRE GATE, 19.5 FEET SOUTHEAST OF A
 FE1314'30-INCH COTTONWOOD TREE, 2 FEET EAST OF A FENCE, 1.8 FEET SOUTH
 FE1314'OF A WOODEN WITNESS POST, 2 FEET BELOW LEVEL OF THE ROAD AND IN
 FE1314'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1314
 FE1314                          STATION RECOVERY (2002)
 FE1314
 FE1314'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1731 ***********************************************************************
 FE1731  DESIGNATION -  E 94
 FE1731  PID         -  FE1731
 FE1731  STATE/COUNTY-  TN/TIPTON
 FE1731  USGS QUAD   -  COVINGTON (1983)
 FE1731
 FE1731                         *CURRENT SURVEY CONTROL
 FE1731  ___________________________________________________________________
 FE1731* NAD 83(1986)-  35 35 08.     (N)    089 38 15.     (W)     SCALED    
 FE1731* NAVD 88     -        95.345  (meters)     312.81   (feet)  ADJUSTED  
 FE1731  ___________________________________________________________________
 FE1731  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE1731  DYNAMIC HT  -          95.265 (meters)     312.55  (feet)  COMP
 FE1731  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 FE1731
 FE1731  VERT ORDER  -  FIRST     CLASS I
 FE1731
 FE1731.The horizontal coordinates were scaled from a topographic map and have
 FE1731.an estimated accuracy of +/- 6 seconds.
 FE1731
 FE1731.The orthometric height was determined by differential leveling
 FE1731.and adjusted by the National Geodetic Survey in June 1991..
 FE1731
 FE1731.The geoid height was determined by GEOID03.
 FE1731
 FE1731.The dynamic height is computed by dividing the NAVD 88
 FE1731.geopotential number by the normal gravity value computed on the
 FE1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1731.degrees latitude (g = 980.6199 gals.).
 FE1731
 FE1731.The modeled gravity was interpolated from observed gravity values.
 FE1731
 FE1731;                    North         East    Units  Estimated Accuracy
 FE1731;SPC TN       -   145,060.      270,410.      MT  (+/- 180 meters Scaled)
 FE1731
 FE1731                          SUPERSEDED SURVEY CONTROL
 FE1731
 FE1731  NGVD 29 (??/??/??)   95.312  (m)          312.70   (f) ADJUSTED    1 1
 FE1731
 FE1731.Superseded values are not recommended for survey control.
 FE1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1731.See file dsdata.txt to determine how the superseded data were derived.
 FE1731
 FE1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE610411(NAD 83)
 FE1731_MARKER: DB = BENCH MARK DISK
 FE1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1731_SP_SET: SQUARE CONCRETE MONUMENT
 FE1731_STAMPING: E 94 1957
 FE1731_MARK LOGO: CGS   
 FE1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1731+STABILITY: SURFACE MOTION
 FE1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1731+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE1731
 FE1731  HISTORY     - Date     Condition        Report By
 FE1731  HISTORY     - 1957     MONUMENTED       CGS
 FE1731  HISTORY     - 1974     GOOD             NGS
 FE1731  HISTORY     - 1987     GOOD             USPSQD
 FE1731  HISTORY     - 19870624 GOOD             LOCENG
 FE1731  HISTORY     - 20020529 GOOD             USACE
 FE1731
 FE1731                          STATION DESCRIPTION
 FE1731
 FE1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1731'1.5 MI NE FROM COVINGTON.
 FE1731'ABOUT 1.5 MILES NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FE1731'THE STATION AT COVINGTON, 0.3 MILE NORTHEAST OF MILEPOST 351,
 FE1731'216 FEET NORTHEAST OF THE CENTER OF THE CROSSING WITH SOUTHHALL
 FE1731'ROAD (PAVED), 34 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF MAIN
 FE1731'TRACK, 36 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 FE1731'BUILDING AT THE MC LILLIE CONCRETE PRODUCTS PLANT, 1.1 FEET
 FE1731'NORTHWEST OF A METAL WITNESS POST, 6 FEET ABOVE RAILS AND IN
 FE1731'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
 FE1731
 FE1731                          STATION RECOVERY (1987)
 FE1731
 FE1731'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1731'RECOVERED IN GOOD CONDITION.
 FE1731
 FE1731                          STATION RECOVERY (1987)
 FE1731
 FE1731'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE1731'RECOVERED IN GOOD CONDITION.
 FE1731
 FE1731                          STATION RECOVERY (2002)
 FE1731
 FE1731'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5297 ***********************************************************************
 DG5297  DESIGNATION -  E 94X
 DG5297  PID         -  DG5297
 DG5297  STATE/COUNTY-  TN/TIPTON
 DG5297  USGS QUAD   -  COVINGTON (1983)
 DG5297
 DG5297                         *CURRENT SURVEY CONTROL
 DG5297  ___________________________________________________________________
 DG5297* NAD 83(1995)-  35 35 10.61854(N)    089 38 15.50389(W)     ADJUSTED  
 DG5297* NAVD 88     -        93.28   (meters)     306.0    (feet)  LEVELING  
 DG5297  ___________________________________________________________________
 DG5297  X           -      32,841.630 (meters)                     COMP
 DG5297  Y           -  -5,192,796.004 (meters)                     COMP
 DG5297  Z           -   3,690,995.832 (meters)                     COMP
 DG5297  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DG5297  ELLIP HEIGHT-          65.99  (meters)          (04/05/04) GPS OBS
 DG5297  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DG5297
 DG5297  HORZ ORDER  -  B
 DG5297  VERT ORDER  -  THIRD ?
 DG5297  ELLP ORDER  -  FOURTH    CLASS I
 DG5297
 DG5297.The horizontal coordinates were established by GPS observations
 DG5297.and adjusted by the National Geodetic Survey in April 2004..
 DG5297
 DG5297.The orthometric height was determined by differential leveling.
 DG5297.The vertical network tie was performed by a horz. field party for horz.
 DG5297.obs reductions. Reset procedures were used to establish the elevation.
 DG5297
 DG5297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5297
 DG5297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5297
 DG5297.The ellipsoidal height was determined by GPS observations
 DG5297.and is referenced to NAD 83.
 DG5297
 DG5297.The geoid height was determined by GEOID03.
 DG5297
 DG5297;                    North         East     Units Scale Factor Converg.
 DG5297;SPC TN       -   145,139.743   270,402.305   MT  0.99995770   -2 07 46.6
 DG5297;SPC TN       -   476,179.31    887,144.90   sFT  0.99995770   -2 07 46.6
 DG5297;UTM  16      - 3,941,265.248   261,012.870   MT  1.00030388   -1 32 08.3
 DG5297
 DG5297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5297!SPC TN       -   0.99998964  x   0.99995770  =   0.99994734
 DG5297!UTM  16      -   0.99998964  x   1.00030388  =   1.00029352
 DG5297
 DG5297                          SUPERSEDED SURVEY CONTROL
 DG5297
 DG5297.No superseded survey control is available for this station.
 DG5297
 DG5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6101341265(NAD 83)
 DG5297_MARKER: F = FLANGE-ENCASED ROD
 DG5297_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5297+WITH SETTING: INFORMATION.
 DG5297_STAMPING: E94X 2002
 DG5297_MARK LOGO: USACE 
 DG5297_PROJECTION: RECESSED 10 CENTIMETERS
 DG5297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5297+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 DG5297_ROD/PIPE-DEPTH:  2.1 meters
 DG5297
 DG5297  HISTORY     - Date     Condition        Report By
 DG5297  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5297
 DG5297                          STATION DESCRIPTION
 DG5297
 DG5297'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5297'THE MARK IS LOCATED IN COVINGTON, TN.
 DG5297' 
 DG5297'TO REACH THE MARK FROM THE INTERSECTION OF S.R 54 AND U.S. HWY. 51 IN
 DG5297'COVINGTON, TN, PROCEED NORTH ON U.S. 51 FOR 2.74 KM (1.7MI) THE MARK
 DG5297'ON THE RIGHT, ON THE EAST SIDE OF U.S. 51.
 DG5297' 
 DG5297'THE MARK IS 21.6 M (71.0 FT.) SOUTHEAST OF THE CENTERLINE OF U.S. HWY.
 DG5297'51, 7.5 M (24.6 FT.) NORTHWEST OF THE WEST RAIL OF A RAILROAD TRACK,
 DG5297'30.1 M (98.7 FT.) NORTH OF BENCHMARK E94 (1957), 2.35 M (77.0 FT.)
 DG5297'SOUTH OF POWER POLE NO. 21, AND 0.3 M (1.0 FT.) NORTHWEST OF A
 DG5297'CARSONITE WITNESS POST.
 DG5297' 
 DG5297'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5297'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.1 M (0.3 FT) BELOW GROUND.
 DG5297' 
 DG5297'THE MARK IS STAMPED ... E94X 2002
 DG5297' 
 DG5297'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0903 ***********************************************************************
 GD0903  DESIGNATION -  E 95
 GD0903  PID         -  GD0903
 GD0903  STATE/COUNTY-  TN/DYER
 GD0903  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0903
 GD0903                         *CURRENT SURVEY CONTROL
 GD0903  ___________________________________________________________________
 GD0903* NAD 83(1986)-  36 00 14.     (N)    089 40 11.     (W)     SCALED    
 GD0903* NAVD 88     -        79.816  (meters)     261.86   (feet)  ADJUSTED  
 GD0903  ___________________________________________________________________
 GD0903  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0903  DYNAMIC HT  -          79.749 (meters)     261.64  (feet)  COMP
 GD0903  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GD0903
 GD0903  VERT ORDER  -  FIRST     CLASS II
 GD0903
 GD0903.The horizontal coordinates were scaled from a topographic map and have
 GD0903.an estimated accuracy of +/- 6 seconds.
 GD0903
 GD0903.The orthometric height was determined by differential leveling
 GD0903.and adjusted by the National Geodetic Survey in June 1991..
 GD0903
 GD0903.The geoid height was determined by GEOID03.
 GD0903
 GD0903.The dynamic height is computed by dividing the NAVD 88
 GD0903.geopotential number by the normal gravity value computed on the
 GD0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0903.degrees latitude (g = 980.6199 gals.).
 GD0903
 GD0903.The modeled gravity was interpolated from observed gravity values.
 GD0903
 GD0903;                    North         East    Units  Estimated Accuracy
 GD0903;SPC TN       -   191,550.      269,230.      MT  (+/- 180 meters Scaled)
 GD0903
 GD0903                          SUPERSEDED SURVEY CONTROL
 GD0903
 GD0903  NGVD 29 (??/??/??)   79.758  (m)          261.67   (f) ADJUSTED    1 2
 GD0903
 GD0903.Superseded values are not recommended for survey control.
 GD0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0903.See file dsdata.txt to determine how the superseded data were derived.
 GD0903
 GD0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE593876(NAD 83)
 GD0903_MARKER: DB = BENCH MARK DISK
 GD0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0903_STAMPING: E 95 1957
 GD0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0903+STABILITY: SURFACE MOTION
 GD0903
 GD0903  HISTORY     - Date     Condition        Report By
 GD0903  HISTORY     - 1957     MONUMENTED       CGS
 GD0903  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0903
 GD0903                          STATION DESCRIPTION
 GD0903
 GD0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0903'1 MI E FROM MIDWAY.
 GD0903'ABOUT 1.05 MILES EAST ALONG A ONE-LANE PAVED ROAD FROM THE
 GD0903'BAPTIST CHURCH AT MIDWAY, 22 FEET SOUTH OF SOUTH EDGE OF PAVEMENT,
 GD0903'181 FEET WEST-SOUTHWEST OF CENTER OF JUNCTION OF A ROAD NORTH,
 GD0903'73 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF HILDREDTH TATUM
 GD0903'RESIDENCE, 14 FEET SOUTH OF TELEPHONE POLE NO. 145, 10 FEET
 GD0903'SOUTHWEST OF AN 18-INCH CATATPA TREE, 2 1/2 FEET NORTH OF A
 GD0903'POWER LINE BRANCH POLE, 2 FEET NORTH OF A CONCRETE WITNESS
 GD0903'POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 GD0903'CONCRETE POST PROJECTING 4 INCHES.
 GD0903
 GD0903                          STATION RECOVERY (2002)
 GD0903
 GD0903'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0903'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0887 ***********************************************************************
 GD0887  DESIGNATION -  E 96
 GD0887  PID         -  GD0887
 GD0887  STATE/COUNTY-  TN/DYER
 GD0887  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0887
 GD0887                         *CURRENT SURVEY CONTROL
 GD0887  ___________________________________________________________________
 GD0887* NAD 83(1986)-  36 05 47.     (N)    089 37 29.     (W)     SCALED    
 GD0887* NAVD 88     -        82.295  (meters)     270.00   (feet)  ADJUSTED  
 GD0887  ___________________________________________________________________
 GD0887  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0887  DYNAMIC HT  -          82.226 (meters)     269.77  (feet)  COMP
 GD0887  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GD0887
 GD0887  VERT ORDER  -  FIRST     CLASS II
 GD0887
 GD0887.The horizontal coordinates were scaled from a topographic map and have
 GD0887.an estimated accuracy of +/- 6 seconds.
 GD0887
 GD0887.The orthometric height was determined by differential leveling
 GD0887.and adjusted by the National Geodetic Survey in June 1991..
 GD0887
 GD0887.The geoid height was determined by GEOID03.
 GD0887
 GD0887.The dynamic height is computed by dividing the NAVD 88
 GD0887.geopotential number by the normal gravity value computed on the
 GD0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0887.degrees latitude (g = 980.6199 gals.).
 GD0887
 GD0887.The modeled gravity was interpolated from observed gravity values.
 GD0887
 GD0887;                    North         East    Units  Estimated Accuracy
 GD0887;SPC TN       -   201,650.      273,670.      MT  (+/- 180 meters Scaled)
 GD0887
 GD0887                          SUPERSEDED SURVEY CONTROL
 GD0887
 GD0887  NGVD 29 (??/??/??)   82.228  (m)          269.78   (f) ADJUSTED    1 2
 GD0887
 GD0887.Superseded values are not recommended for survey control.
 GD0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0887.See file dsdata.txt to determine how the superseded data were derived.
 GD0887
 GD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE637978(NAD 83)
 GD0887_MARKER: DB = BENCH MARK DISK
 GD0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0887_STAMPING: E 96 1957
 GD0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0887+STABILITY: SURFACE MOTION
 GD0887
 GD0887  HISTORY     - Date     Condition        Report By
 GD0887  HISTORY     - 1957     MONUMENTED       CGS
 GD0887  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0887
 GD0887                          STATION DESCRIPTION
 GD0887
 GD0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0887'5 MI NE FROM HELOISE.
 GD0887'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE
 GD0887'FERRY LANDING AT HELOISE, THENCE ABOUT 3.05 MILES NORTH AND
 GD0887'NORTHEAST ALONG A GRAVEL ROAD, AT A POINT WHERE THE GRAVEL ROAD
 GD0887'FOLLOWS THE TOP OF OLD LEVEE TO THE SOUTH AND LEADS NORTHWEST
 GD0887'AWAY FROM OLD LEVEE, 91 FEET NORTHEAST OF CENTER OF A SMALL
 GD0887'TRIANGLE FORMED BY GRAVEL ROAD AND A ROAD LEADING TO A FARM
 GD0887'HOUSE, 106 FEET NORTHEAST OF CENTER LINE OF ROAD, 55 1/2 FEET
 GD0887'WEST OF NORTHWEST CORNER OF FARM HOUSE, 1 FOOT SOUTH OF A FENCE
 GD0887'LINE, 11 FEET WEST OF A WELL WITH PUMP, 1 1/2 FEET NORTH OF A
 GD0887'CONCRETE WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF ROAD AND SET
 GD0887'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- PUMP
 GD0887'IS ALL THAT REMAINS NOW.  POST NOT FOUND.
 GD0887
 GD0887                          STATION RECOVERY (1969)
 GD0887
 GD0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0944 ***********************************************************************
 GA0944  DESIGNATION -  E 97
 GA0944  PID         -  GA0944
 GA0944  STATE/COUNTY-  TN/WASHINGTON
 GA0944  USGS QUAD   -  LEESBURG (1971)
 GA0944
 GA0944                         *CURRENT SURVEY CONTROL
 GA0944  ___________________________________________________________________
 GA0944* NAD 83(1986)-  36 20 51.     (N)    082 34 51.     (W)     SCALED    
 GA0944* NAVD 88     -       517.553  (meters)    1698.01   (feet)  ADJUSTED  
 GA0944  ___________________________________________________________________
 GA0944  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0944  DYNAMIC HT  -         517.065 (meters)    1696.40  (feet)  COMP
 GA0944  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 GA0944
 GA0944  VERT ORDER  -  SECOND    CLASS 0
 GA0944
 GA0944.The horizontal coordinates were scaled from a topographic map and have
 GA0944.an estimated accuracy of +/- 6 seconds.
 GA0944
 GA0944.The orthometric height was determined by differential leveling
 GA0944.and adjusted by the National Geodetic Survey in June 1991..
 GA0944
 GA0944.The geoid height was determined by GEOID03.
 GA0944
 GA0944.The dynamic height is computed by dividing the NAVD 88
 GA0944.geopotential number by the normal gravity value computed on the
 GA0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0944.degrees latitude (g = 980.6199 gals.).
 GA0944
 GA0944.The modeled gravity was interpolated from observed gravity values.
 GA0944
 GA0944;                    North         East    Units  Estimated Accuracy
 GA0944;SPC TN       -   228,830.      906,860.      MT  (+/- 180 meters Scaled)
 GA0944
 GA0944                          SUPERSEDED SURVEY CONTROL
 GA0944
 GA0944  NGVD 29 (??/??/92)  517.694  (m)         1698.47   (f) ADJ UNCH    2 0
 GA0944
 GA0944.Superseded values are not recommended for survey control.
 GA0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0944.See file dsdata.txt to determine how the superseded data were derived.
 GA0944
 GA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA581236(NAD 83)
 GA0944_MARKER: DB = BENCH MARK DISK
 GA0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0944_STAMPING: E 97 1935
 GA0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0944+STABILITY: SURFACE MOTION
 GA0944
 GA0944  HISTORY     - Date     Condition        Report By
 GA0944  HISTORY     - 1935     MONUMENTED       CGS
 GA0944
 GA0944                          STATION DESCRIPTION
 GA0944
 GA0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0944'4.3 MI N FROM FAIRVIEW.
 GA0944'4.3 MILES NORTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0944'FAIRVIEW, WASHINGTON COUNTY, 65 FEET WEST OF A FRAME GARAGE,
 GA0944'36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH
 GA0944'OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0944'E 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0805 ***********************************************************************
 GA0805  DESIGNATION -  E 98
 GA0805  PID         -  GA0805
 GA0805  STATE/COUNTY-  TN/WASHINGTON
 GA0805  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0805
 GA0805                         *CURRENT SURVEY CONTROL
 GA0805  ___________________________________________________________________
 GA0805* NAD 83(1986)-  36 25 46.     (N)    082 33 15.     (W)     SCALED    
 GA0805* NAVD 88     -       485.809  (meters)    1593.86   (feet)  ADJUSTED  
 GA0805  ___________________________________________________________________
 GA0805  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0805  DYNAMIC HT  -         485.357 (meters)    1592.38  (feet)  COMP
 GA0805  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 GA0805
 GA0805  VERT ORDER  -  SECOND    CLASS 0
 GA0805
 GA0805.The horizontal coordinates were scaled from a topographic map and have
 GA0805.an estimated accuracy of +/- 6 seconds.
 GA0805
 GA0805.The orthometric height was determined by differential leveling
 GA0805.and adjusted by the National Geodetic Survey in June 1991..
 GA0805
 GA0805.The geoid height was determined by GEOID03.
 GA0805
 GA0805.The dynamic height is computed by dividing the NAVD 88
 GA0805.geopotential number by the normal gravity value computed on the
 GA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0805.degrees latitude (g = 980.6199 gals.).
 GA0805
 GA0805.The modeled gravity was interpolated from observed gravity values.
 GA0805
 GA0805;                    North         East    Units  Estimated Accuracy
 GA0805;SPC TN       -   238,010.      908,930.      MT  (+/- 180 meters Scaled)
 GA0805
 GA0805                          SUPERSEDED SURVEY CONTROL
 GA0805
 GA0805  NGVD 29 (??/??/92)  485.961  (m)         1594.36   (f) ADJ UNCH    2 0
 GA0805
 GA0805.Superseded values are not recommended for survey control.
 GA0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0805.See file dsdata.txt to determine how the superseded data were derived.
 GA0805
 GA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA606327(NAD 83)
 GA0805_MARKER: DB = BENCH MARK DISK
 GA0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0805_STAMPING: E 98 1935
 GA0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0805+STABILITY: SURFACE MOTION
 GA0805
 GA0805  HISTORY     - Date     Condition        Report By
 GA0805  HISTORY     - 1935     MONUMENTED       CGS
 GA0805
 GA0805                          STATION DESCRIPTION
 GA0805
 GA0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0805'4.2 MI SW FROM FORDTOWN.
 GA0805'IN WASHINGTON COUNTY, 4.2 MILES SOUTHWEST ALONG THE GREENEVILLE
 GA0805'ROAD FROM THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION
 GA0805'AT FORDTOWN, SULLIVAN COUNTY, AT THE CHASE RESIDENCE, 12 YARDS
 GA0805'WEST OF THE CENTERLINE OF THE ROAD, 12 YARDS NORTH OF THE CORNER
 GA0805'OF THE PORCH, 3 YARDS SOUTHEAST OF A WIRE FENCE, AND LEVEL WITH
 GA0805'THE ROAD.  A STANDARD DISK, STAMPED E 98 1935 AND SET IN THE
 GA0805'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0791 ***********************************************************************
 GA0791  DESIGNATION -  E 99
 GA0791  PID         -  GA0791
 GA0791  STATE/COUNTY-  TN/GREENE
 GA0791  USGS QUAD   -  MOSHEIM (1971)
 GA0791
 GA0791                         *CURRENT SURVEY CONTROL
 GA0791  ___________________________________________________________________
 GA0791* NAD 83(1986)-  36 12 46.     (N)    082 53 17.     (W)     SCALED    
 GA0791* NAVD 88     -       350.017  (meters)    1148.35   (feet)  ADJUSTED  
 GA0791  ___________________________________________________________________
 GA0791  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0791  DYNAMIC HT  -         349.689 (meters)    1147.27  (feet)  COMP
 GA0791  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 GA0791
 GA0791  VERT ORDER  -  SECOND    CLASS 0
 GA0791
 GA0791.The horizontal coordinates were scaled from a topographic map and have
 GA0791.an estimated accuracy of +/- 6 seconds.
 GA0791
 GA0791.The orthometric height was determined by differential leveling
 GA0791.and adjusted by the National Geodetic Survey in June 1991..
 GA0791
 GA0791.The geoid height was determined by GEOID03.
 GA0791
 GA0791.The dynamic height is computed by dividing the NAVD 88
 GA0791.geopotential number by the normal gravity value computed on the
 GA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0791.degrees latitude (g = 980.6199 gals.).
 GA0791
 GA0791.The modeled gravity was interpolated from observed gravity values.
 GA0791
 GA0791;                    North         East    Units  Estimated Accuracy
 GA0791;SPC TN       -   212,970.      879,770.      MT  (+/- 180 meters Scaled)
 GA0791
 GA0791                          SUPERSEDED SURVEY CONTROL
 GA0791
 GA0791  NGVD 29 (??/??/92)  350.154  (m)         1148.80   (f) ADJ UNCH    2 0
 GA0791
 GA0791.Superseded values are not recommended for survey control.
 GA0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0791.See file dsdata.txt to determine how the superseded data were derived.
 GA0791
 GA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA302092(NAD 83)
 GA0791_MARKER: DB = BENCH MARK DISK
 GA0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0791_STAMPING: E 99 1935
 GA0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0791+STABILITY: SURFACE MOTION
 GA0791
 GA0791  HISTORY     - Date     Condition        Report By
 GA0791  HISTORY     - 1935     MONUMENTED       CGS
 GA0791  HISTORY     - 1950     GOOD             TVA
 GA0791  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA0791
 GA0791                          STATION DESCRIPTION
 GA0791
 GA0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0791'5.3 MI NW FROM GREENEVILLE.
 GA0791'5.3 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0791'AT GREENEVILLE, GREENE COUNTY, 100 YARDS SOUTHWEST OF A BRIDGE
 GA0791'OVER GASS CREEK, AT THE DICK ANDERSON RESIDENCE, 80 YARDS SOUTHEAST
 GA0791'OF THE SOUTHEAST CORNER OF A LARGE BARN, 30 YARDS NORTH OF THE
 GA0791'SOUTHEAST CORNER OF THE HOUSE, 9 YARDS SOUTHWEST OF THE CENTERLINE
 GA0791'OF THE HIGHWAY, 2 YARDS SOUTHEAST OF A WALK, AND 2-1/2 FEET
 GA0791'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 99 1935
 GA0791'AND SET IN THE TOP OF A CONCRETE POST.
 GA0791
 GA0791                          STATION RECOVERY (1950)
 GA0791
 GA0791'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0791'RECOVERED IN GOOD CONDITION.
 GA0791
 GA0791                          STATION RECOVERY (1981)
 GA0791
 GA0791'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1139 ***********************************************************************
 FE1139  DESIGNATION -  E RESET
 FE1139  PID         -  FE1139
 FE1139  STATE/COUNTY-  TN/SHELBY
 FE1139  USGS QUAD   -  COLLIERVILLE (1965)
 FE1139
 FE1139                         *CURRENT SURVEY CONTROL
 FE1139  ___________________________________________________________________
 FE1139* NAD 83(1986)-  35 02 30.     (N)    089 39 51.     (W)     SCALED    
 FE1139* NAVD 88     -       117.007  (meters)     383.88   (feet)  ADJUSTED  
 FE1139  ___________________________________________________________________
 FE1139  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE1139  DYNAMIC HT  -         116.897 (meters)     383.52  (feet)  COMP
 FE1139  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FE1139
 FE1139  VERT ORDER  -  FIRST     CLASS II
 FE1139
 FE1139.The horizontal coordinates were scaled from a topographic map and have
 FE1139.an estimated accuracy of +/- 6 seconds.
 FE1139
 FE1139.The orthometric height was determined by differential leveling
 FE1139.and adjusted by the National Geodetic Survey in June 1991..
 FE1139
 FE1139.The geoid height was determined by GEOID03.
 FE1139
 FE1139.The dynamic height is computed by dividing the NAVD 88
 FE1139.geopotential number by the normal gravity value computed on the
 FE1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1139.degrees latitude (g = 980.6199 gals.).
 FE1139
 FE1139.The modeled gravity was interpolated from observed gravity values.
 FE1139
 FE1139;                    North         East    Units  Estimated Accuracy
 FE1139;SPC TN       -    84,850.      265,740.      MT  (+/- 180 meters Scaled)
 FE1139
 FE1139                          SUPERSEDED SURVEY CONTROL
 FE1139
 FE1139  NGVD 29 (??/??/??)  116.97   (m)          383.8    (f) RESET       3  
 FE1139
 FE1139.Superseded values are not recommended for survey control.
 FE1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1139.See file dsdata.txt to determine how the superseded data were derived.
 FE1139
 FE1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD569809(NAD 83)
 FE1139_MARKER: DB = BENCH MARK DISK
 FE1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1139_SP_SET: CONCRETE POST
 FE1139_STAMPING: E RESET 1968
 FE1139_MARK LOGO: CGS   
 FE1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1139+STABILITY: SURFACE MOTION
 FE1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1139+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1988
 FE1139
 FE1139  HISTORY     - Date     Condition        Report By
 FE1139  HISTORY     - 1968     MONUMENTED       CGS
 FE1139  HISTORY     - 1983     GOOD             NGS
 FE1139  HISTORY     - 19880523 GOOD             MSHD
 FE1139  HISTORY     - 20021001 POOR             USACE
 FE1139  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE1139
 FE1139                          STATION DESCRIPTION
 FE1139
 FE1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1139'AT COLLIERVILLE.
 FE1139'THIS BENCH MARK IS LOCATED AT THE SOUTHEAST CORNER OF THE
 FE1139'COLLIERVILLE PARK SQUARE AND IN THE NORTHWEST ANGLE OF THE
 FE1139'INTERSECTION OF MAIN STREET AND N. ROWLETT STREET ABOUT 0.15
 FE1139'OF A MILE SOUTH OF THE NEW POST OFFICE IN COLLIERVILLE.  IT IS
 FE1139'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE
 FE1139'OF A STREET LAMP, 47 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1139'N. ROWLETT STREET, 37 FEET WEST OF THE APPROXIMATE CENTER OF
 FE1139'MAIN STREET, 31 FEET EAST OF THE SOUTHEAST CORNER OF THE PARK
 FE1139'COMFORT STATION, 1.3 FEET EAST OF THE LAMP POLE, AND 0.6 OF A
 FE1139'FOOT SOUTH OF A LARGE IRON GUARD POST.  THE DISK IS STAMPED
 FE1139'E RESET 1968.
 FE1139
 FE1139                          STATION RECOVERY (1983)
 FE1139
 FE1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1139'RECOVERED IN GOOD CONDITION.
 FE1139
 FE1139                          STATION RECOVERY (1988)
 FE1139
 FE1139'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988
 FE1139'RECOVERED IN GOOD CONDITION.
 FE1139
 FE1139                          STATION RECOVERY (2002)
 FE1139
 FE1139'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1139'MARK DESTROYED. SPOKE TO LOCAL BUSINESSMAN WHO SAID PARK WAS
 FE1139'RELANDSCAPED, LIGHT POLES AND SIDEWALK. MAIN STREET WIDENED FOR
 FE1139'PARKING. LAMP POLES REMOVED FOR NEW PARKING AREA.
 FE1139
 FE1139                          STATION RECOVERY (2006)
 FE1139
 FE1139'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE1139'AGREE WITH PREVIOUS ENTRY.  MARK LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2544 ***********************************************************************
 FE2544  DESIGNATION -  EADS
 FE2544  PID         -  FE2544
 FE2544  STATE/COUNTY-  TN/SHELBY
 FE2544  USGS QUAD   -  EADS (1983)
 FE2544
 FE2544                         *CURRENT SURVEY CONTROL
 FE2544  ___________________________________________________________________
 FE2544* NAD 83(1995)-  35 12 35.30442(N)    089 40 59.61714(W)     ADJUSTED  
 FE2544* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 FE2544  ___________________________________________________________________
 FE2544  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FE2544  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2544
 FE2544  HORZ ORDER  -  SECOND
 FE2544
 FE2544.The horizontal coordinates were established by classical geodetic methods
 FE2544.and adjusted by the National Geodetic Survey in April 1999..
 FE2544
 FE2544.The orthometric height was scaled from a topographic map.
 FE2544
 FE2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2544
 FE2544.The geoid height was determined by GEOID03.
 FE2544
 FE2544;                    North         East     Units Scale Factor Converg.
 FE2544;SPC TN       -   103,555.456   264,702.148   MT  1.00000734   -2 09 22.7
 FE2544;SPC TN       -   339,748.19    868,443.63   sFT  1.00000734   -2 09 22.7
 FE2544;UTM  16      - 3,899,609.259   255,747.548   MT  1.00033530   -1 32 52.2
 FE2544
 FE2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2544!SPC TN       -   0.99998516  x   1.00000734  =   0.99999249
 FE2544!UTM  16      -   0.99998516  x   1.00033530  =   1.00032045
 FE2544
 FE2544|---------------------------------------------------------------------|
 FE2544| PID    Reference Object                     Distance      Geod. Az  |
 FE2544|                                                           dddmmss.s |
 FE2544| CG3981 EADS RM 1                            31.431 METERS 08634     |
 FE2544| CG3982 EADS RM 2                            19.960 METERS 18804     |
 FE2544| CG3980 EADS AZ MK                                         2530009.0 |
 FE2544| FE2579 MEMPHIS TV STA WMCT MAST            APPROX.19.0 KM 2562221.5 |
 FE2544| FE2554 MEMPHIS TV STA WREC MAST            APPROX.13.9 KM 2565450.1 |
 FE2544|---------------------------------------------------------------------|
 FE2544
 FE2544                          SUPERSEDED SURVEY CONTROL
 FE2544
 FE2544  NAD 83(1995)-  35 12 35.30925(N)    089 40 59.61896(W) AD(       ) 2
 FE2544  NAD 83(1995)-  35 12 35.30983(N)    089 40 59.61905(W) AD(       ) 2
 FE2544  NAD 83(1986)-  35 12 35.31594(N)    089 40 59.61753(W) AD(       ) 2
 FE2544  NAD 27      -  35 12 34.99890(N)    089 40 59.32420(W) AD(       ) 2
 FE2544
 FE2544.Superseded values are not recommended for survey control.
 FE2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2544.See file dsdata.txt to determine how the superseded data were derived.
 FE2544
 FE2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5574899609(NAD 83)
 FE2544_MARKER: DS = TRIANGULATION STATION DISK
 FE2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2544
 FE2544  HISTORY     - Date     Condition        Report By
 FE2544  HISTORY     - 1958     MONUMENTED       CGS
 FE2544  HISTORY     - 1958     GOOD             CGS
 FE2544  HISTORY     - 19960613 MARK NOT FOUND   TN1620
 FE2544
 FE2544                          STATION DESCRIPTION
 FE2544
 FE2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2544'THE STATION IS LOCATED ABOUT 2 MILES WEST OF EADS, 6 MILES SOUTH OF
 FE2544'ARLINGTON AND IS ON THE PROPERTY OF THE MURRAY GINS. IT IS 47 FEET
 FE2544'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 16 FEET SOUTHEAST OF A
 FE2544'FENCE CORNER, 9 FEET SOUTHEAST OF A WHITE WITNESS POST AND 143.5
 FE2544'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MURRAY GIN BUILDING.
 FE2544'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EADS 1957.
 FE2544'
 FE2544'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 79 AND
 FE2544'64, LOCATED ABOUT 2 MILES EAST OF BARTLETT, GO EAST ON U.S. HIGHWAY
 FE2544'64 FOR 8.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 FE2544'HIGHWAY 64 FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 FE2544'
 FE2544'REFERENCE MARK 1 IS 12 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 FE2544'DRIVEWAY AND 5 FEET NORTH OF THE NORTHWEST CORNER OF A COTTON SEED
 FE2544'STORAGE BIN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EADS NO 1
 FE2544'1957.
 FE2544'
 FE2544'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE AND 66 FEET SOUTH OF A
 FE2544'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2544'STAMPED EADS NO 2 1957.
 FE2544'
 FE2544'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 FE2544'64, 10 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET EAST OF A POWER POLE
 FE2544'AND WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2544'STAMPED EADS 1957.
 FE2544'
 FE2544'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2544
 FE2544                          STATION RECOVERY (1958)
 FE2544
 FE2544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2544'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 FE2544'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FE2544
 FE2544                          STATION RECOVERY (1996)
 FE2544
 FE2544'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (SB)
 FE2544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2526 ***********************************************************************
 GB2526  DESIGNATION -  EAGLE
 GB2526  PID         -  GB2526
 GB2526  STATE/COUNTY-  TN/CAMPBELL
 GB2526  USGS QUAD   -  JACKSBORO (1991)
 GB2526
 GB2526                         *CURRENT SURVEY CONTROL
 GB2526  ___________________________________________________________________
 GB2526* NAD 83(1995)-  36 20 57.92851(N)    084 11 30.51134(W)     ADJUSTED  
 GB2526* NAVD 88     -       622.5    (meters)    2042.     (feet)  VERTCON   
 GB2526  ___________________________________________________________________
 GB2526  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 GB2526  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GB2526
 GB2526  HORZ ORDER  -  SECOND
 GB2526
 GB2526.The horizontal coordinates were established by classical geodetic methods
 GB2526.and adjusted by the National Geodetic Survey in April 1999..
 GB2526
 GB2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2526
 GB2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2526
 GB2526.The geoid height was determined by GEOID03.
 GB2526
 GB2526;                    North         East     Units Scale Factor Converg.
 GB2526;SPC TN       -   225,186.477   762,299.891   MT  0.99998876   +1 03 30.9
 GB2526;SPC TN       -   738,799.30  2,500,978.89   sFT  0.99998876   +1 03 30.9
 GB2526;UTM  16      - 4,026,367.937   752,004.641   MT  1.00038253   +1 39 55.1
 GB2526
 GB2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2526!SPC TN       -   0.99990699  x   0.99998876  =   0.99989575
 GB2526!UTM  16      -   0.99990699  x   1.00038253  =   1.00028948
 GB2526
 GB2526|---------------------------------------------------------------------|
 GB2526| PID    Reference Object                     Distance      Geod. Az  |
 GB2526|                                                           dddmmss.s |
 GB2526| DB9229 EAGLE RM 2                           32.539 METERS 09056     |
 GB2526| GB0723 CARY                                APPROX. 6.2 KM 1961000.2 |
 GB2526| DB9228 EAGLE RM 1                           14.758 METERS 34325     |
 GB2526|---------------------------------------------------------------------|
 GB2526
 GB2526                          SUPERSEDED SURVEY CONTROL
 GB2526
 GB2526  NAD 83(1995)-  36 20 57.93014(N)    084 11 30.51472(W) AD(       ) 2
 GB2526  NAD 83(1995)-  36 20 57.93576(N)    084 11 30.51569(W) AD(       ) 2
 GB2526  NAD 83(1986)-  36 20 57.93903(N)    084 11 30.51285(W) AD(       ) 2
 GB2526  NAD 27      -  36 20 57.64540(N)    084 11 30.77650(W) AD(       ) 2
 GB2526  NGVD 29 (07/19/86)  622.6    (m)         2043.     (f) VERT ANG       
 GB2526
 GB2526.Superseded values are not recommended for survey control.
 GB2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2526.See file dsdata.txt to determine how the superseded data were derived.
 GB2526
 GB2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5200526368(NAD 83)
 GB2526_MARKER: DS = TRIANGULATION STATION DISK
 GB2526_SETTING: 66 = SET IN ROCK OUTCROP
 GB2526
 GB2526  HISTORY     - Date     Condition        Report By
 GB2526  HISTORY     - 1961     MONUMENTED       CGS
 GB2526  HISTORY     - 1964     GOOD             TNHD
 GB2526
 GB2526                          STATION DESCRIPTION
 GB2526
 GB2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2526'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF LAFOLLETTE AND
 GB2526'ABOUT 1 MILE NORTH OF
 GB2526'JACKSBORO ON A PROMINENT HILL KNOWN LOCALLY AS EAGLE BLUFF.
 GB2526'
 GB2526'TO REACH THE STATION FROM THE CROSSROAD AT THE SOUTHWEST CORNER OF
 GB2526'THE COURTHOUSE IN
 GB2526'JACKSBORO, GO NORTH THEN WEST ON A BLACK TOP ROAD FOR
 GB2526'0.2 MILE TO A T ROAD RIGHT, TURN
 GB2526'RIGHT, AND GO 0.4 MILE TO A SIDE
 GB2526'ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO
 GB2526'A FORK, TAKE LEFT
 GB2526'FORK, AND GO 0.3 MILE TO TWO ROUND CONCRETE RESERVOIRS, TURN LEFT AND
 GB2526'GO UP HILL ON
 GB2526'TRACK ROAD FOR 0.95 MILE TO TOP OF HILL.  PACK SOUTH
 GB2526'FOR ABOUT 100 YARDS TO THE
 GB2526'STATION.
 GB2526'
 GB2526'STATION MARK IS ABOUT 30 YARDS SOUTHWEST OF THE HIGHEST PART OF HILL,
 GB2526'54 FEET SOUTHWEST OF A
 GB2526'10-INCH TRIANGLE BLAZED PINE TREE, 16.4 FEET WEST OF A
 GB2526'WITNESS SIGN AND 11 FEET EAST OF
 GB2526'A 36-INCH OAK TREE.  THE MARK IS A
 GB2526'STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB2526'OUTCROPPING BEDROCK, FLUSH,
 GB2526'AND IS STAMPED EAGLE 1961.
 GB2526'
 GB2526'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF THE EDGE OF A BANK AND ABOUT
 GB2526'1 FOOT LOWER THAN THE
 GB2526'STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GB2526'DRILL HOLE IN OUTCROPPING
 GB2526'BEDROCK, FLUSH, AND IS STAMPED EAGLE NO 1
 GB2526'1961.
 GB2526'
 GB2526'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE EDGE OF A BANK AND ABOUT
 GB2526'4 FEET LOWER THAN THE
 GB2526'STATION.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GB2526'DRILL HOLE IN OUTCROPPING
 GB2526'BEDROCK, FLUSH, AND IS STAMPED EAGLE NO 2
 GB2526'1961.
 GB2526'
 GB2526'TRAVERSE STATION CARY WILL SERVE AS THE AZIMUTH MARK.  SEE
 GB2526'DESCRIPTION
 GB2526'THEREOF.
 GB2526'
 GB2526'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 GB2526
 GB2526                          STATION RECOVERY (1964)
 GB2526
 GB2526'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB2526'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 GB2526'CONDITION AND FOUND AS DESCRIBED.  THE ORIGINAL TO REACH IS
 GB2526'COMPLETELY ADEQUATE.  HORIZONTAL DISTANCES AND DIRECTIONS BETWEEN THE
 GB2526'STATION AND BOTH REFERENCE MARKS WERE FOUND TO CHECK THE 1961
 GB2526'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1470 ***********************************************************************
 GD1470  DESIGNATION -  EAGLE
 GD1470  PID         -  GD1470
 GD1470  STATE/COUNTY-  TN/HENRY
 GD1470  USGS QUAD   -  BUCHANAN (1971)
 GD1470
 GD1470                         *CURRENT SURVEY CONTROL
 GD1470  ___________________________________________________________________
 GD1470* NAD 83(1995)-  36 23 18.29495(N)    088 08 20.97347(W)     ADJUSTED  
 GD1470* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 GD1470  ___________________________________________________________________
 GD1470  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 GD1470  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GD1470
 GD1470  HORZ ORDER  -  SECOND
 GD1470
 GD1470.The horizontal coordinates were established by classical geodetic methods
 GD1470.and adjusted by the National Geodetic Survey in April 1999..
 GD1470
 GD1470.The orthometric height was scaled from a topographic map.
 GD1470
 GD1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1470
 GD1470.The geoid height was determined by GEOID03.
 GD1470
 GD1470;                    North         East     Units Scale Factor Converg.
 GD1470;SPC TN       -   230,111.130   408,091.962   MT  0.99999511   -1 15 08.5
 GD1470;SPC TN       -   754,956.27  1,338,881.71   sFT  0.99999511   -1 15 08.5
 GD1470;UTM  16      - 4,027,633.361   397,834.091   MT  0.99972860   -0 40 33.1
 GD1470
 GD1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1470!SPC TN       -   0.99997719  x   0.99999511  =   0.99997230
 GD1470!UTM  16      -   0.99997719  x   0.99972860  =   0.99970580
 GD1470
 GD1470|---------------------------------------------------------------------|
 GD1470| PID    Reference Object                     Distance      Geod. Az  |
 GD1470|                                                           dddmmss.s |
 GD1470| CG3984 EAGLE RM 1                           27.924 METERS 03234     |
 GD1470| CG3983 EAGLE AZ MK                                        0451518.0 |
 GD1470| CG3985 EAGLE RM 2                           25.253 METERS 15346     |
 GD1470| GD1485 PARIS CYLINDRICAL WATER TANK        APPROX.19.5 KM 2401122.2 |
 GD1470| GD1486 PARIS EPISCOPAL CHURCH SPIRE        APPROX.19.3 KM 2402320.2 |
 GD1470|---------------------------------------------------------------------|
 GD1470
 GD1470                          SUPERSEDED SURVEY CONTROL
 GD1470
 GD1470  NAD 83(1995)-  36 23 18.29859(N)    088 08 20.97533(W) AD(       ) 2
 GD1470  NAD 83(1995)-  36 23 18.29920(N)    088 08 20.98128(W) AD(       ) 2
 GD1470  NAD 83(1986)-  36 23 18.30377(N)    088 08 20.97481(W) AD(       ) 2
 GD1470  NAD 27      -  36 23 18.10500(N)    088 08 20.84100(W) AD(       ) 2
 GD1470
 GD1470.Superseded values are not recommended for survey control.
 GD1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1470.See file dsdata.txt to determine how the superseded data were derived.
 GD1470
 GD1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF9783427633(NAD 83)
 GD1470_MARKER: DS = TRIANGULATION STATION DISK
 GD1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1470
 GD1470  HISTORY     - Date     Condition        Report By
 GD1470  HISTORY     - 1934     MONUMENTED       CGS
 GD1470  HISTORY     - 1952     GOOD             TVA
 GD1470  HISTORY     - 1968     GOOD             CGS
 GD1470  HISTORY     - 1969     GOOD             CGS
 GD1470  HISTORY     - 1971     GOOD             TVA
 GD1470  HISTORY     - 1986     GOOD             USPSQD
 GD1470
 GD1470                          STATION DESCRIPTION
 GD1470
 GD1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1470'ABOUT 12 MILES NORTHEAST OF PARIS, 4 MILES EAST OF NORTH OF ELKHORN,
 GD1470'AND ON PROPERTY OF W. C. WEMBLY.  TO REACH STATION FROM COURTHOUSE
 GD1470'IN PARIS, FOLLOW ROUTE 76 EAST 11.95 MILES OR 1.25 MILES PAST OAK
 GD1470'GROVE CHURCH AND SCHOOL ON LEFT, TURN SHARPLY TO RIGHT AT FOUR MAIL
 GD1470'BOXES, GO 0.5 MILE, KEEP LEFT FORK AND CONTINUE 0.6 MILE, TURN
 GD1470'RIGHT ONTO DIM WOODS ROAD AT BLAZED TREE ON RIGHT, AND THEN GO 0.05
 GD1470'MILE THROUGH WOODS TO LARGE TRIANGLE-BLAZED TREE AND STATION.
 GD1470'STATION IS ON SMALL WOODED KNOLL, 21.5 FEET NORTH-NORTHWEST OF LARGE
 GD1470'BLAZED TREE, 2 FEET SOUTHWEST OF 10-INCH STUMP, AND 66.7 FEET WEST
 GD1470'OF DIM ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 GD1470'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GD1470'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 15 FEET
 GD1470'SOUTHWEST OF DIM ROAD AND 91.69 FEET FROM STATION N 32 DEG 34 MIN E.
 GD1470'NO. 2 IS 30 FEET NORTHWEST OF CENTER LINE OF DIM
 GD1470'ROAD AND 83.49 FEET FROM STATION S 26 DEG 14 MIN E.
 GD1470'AZIMUTH MARK IS 21 FEET EAST OF CENTER LINE OF MAIN GRAVEL ROAD
 GD1470'REACHED BEFORE TURNING INTO DIM WOODS ROAD TO STATION, 25 FEET
 GD1470'NORTH OF TWIN OAK TREE LARGER ONE ABOUT 10 INCHES IN DIAMETER, AND
 GD1470'0.15 MILE FROM STATION S 45 DEG 16 MIN E.
 GD1470
 GD1470                          STATION RECOVERY (1952)
 GD1470
 GD1470'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952 (ETC)
 GD1470'NEW DESCRIPTION.  TO REACH FROM PARIS, TAKE ROUTE 76 TENN., OR U.S.
 GD1470'79 NE FOR 11.95 MILES AND TURN SHARP RIGHT ONTO ANTIOCH HARBOR ROAD,
 GD1470'GO 0.6 MILE AND KEEP LEFT FORK AND GO 0.5 MILE TURN RIGHT ON WOODS
 GD1470'ROAD LEADING TO A CABIN KNOWN AS PETE BOWLES CABIN.  STATION IS
 GD1470'APPROXIMATELY 100 FEET SOUTH OF CABIN.  STATION IS A BRONZE
 GD1470'TABLET SET IN CONCRETE POURED IN PLACE.  REFERENCE MARKS 1 AND 2
 GD1470'BRONZE TABLETS SET IN CONCRETE IN PLACE.  STEEL POST WITH CONTROL
 GD1470'MARKER, SIGN SET AT STATION ONLY AND 1 FOOT SOUTH OF MONUMENT.
 GD1470'AZIMUTH MARK RECOVERED IN GOOD CONDITION.  STEEL POST WITH CONTROL
 GD1470'MARKER SIGN SET 1 FOOT NORTHWEST OF MONUMENT.
 GD1470'
 GD1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 12 MILES NE OF
 GD1470'PARIS, TENN.
 GD1470
 GD1470                          STATION RECOVERY (1968)
 GD1470
 GD1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1470'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1470'CONDITION.
 GD1470'
 GD1470'DUE TO CHANGES IN THE ROADS AND PROPERTY OWNERSHIP, THE ORIGINAL
 GD1470'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1470'DESCRIPTION.
 GD1470'
 GD1470'THE STATION IS LOCATED ON THE SUMMIT OF A HEAVILY TIMBERED KNOLL ON
 GD1470'THE PROPERTY OF MR. LAWRENCE KING, ABOUT 12 MILES NORTHEAST OF PARIS
 GD1470'AND 4 MILES NORTH-NORTHEAST OF THE SMALL COMMUNITY OF ELKHORN.
 GD1470'
 GD1470'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD1470'STREET HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND THE POST
 GD1470'OFFICE IN THE SOUTHEAST ANGLE IN PARIS, GO EASTERLY ON STATE ROUTES
 GD1470'54 AND 69 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 79 AND
 GD1470'STATE ROUTE 76.  HERE KEEP LEFT AND GO NORTHEASTERLY ON U.S. HIGHWAY
 GD1470'79 AND STATE ROUTE 76 FOR 6.2 MILES TO STATE ROUTE 140 ON THE LEFT,
 GD1470'CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 79 AND STATE ROUTE 76 FOR 5.0
 GD1470'MILES TO COUNTY ROAD R-9995 ON THE RIGHT AND A LARGE SIGN ANTIOCH
 GD1470'HARBOR RESORT.  HERE TURN RIGHT AND GO SOUTH AND SOUTHEASTERLY
 GD1470'ON COUNTY ROAD R-9995 FOR 0.7 OF A MILE TO WHERE THE PAVED ROAD BEARS
 GD1470'RIGHT AT A CURVE AND A GRAVELED ROAD CONTINUES SOUTHEASTERLY.
 GD1470'HERE CONTINUE SOUTHEASTERLY AND EAST ON THE GRAVELED ROAD FOR
 GD1470'0.4 OF A MILE TO A DRIVEWAY ON THE RIGHT LEADING INTO A SMALL
 GD1470'HUNTING LODGE, TURN RIGHT ON THIS DRIVEWAY AND GO SOUTHERLY ON A
 GD1470'WOODS ROAD FOR ABOUT 0.05 OF A MILE TO THE STATION ON THE RIGHT IN
 GD1470'WOODS AS DESCRIBED.
 GD1470'
 GD1470'THE STATION IS 134 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SMALL
 GD1470'HUNTING LODGE, 64 FEET WEST OF THE APPROXIMATE CENTER OF THE WOODS
 GD1470'ROAD, 31 FEET SOUTH-SOUTHWEST OF A 12-INCH WHITE OAK TREE, 13 FEET
 GD1470'WEST OF A 12-INCH SHAGBARK HICKORY TREE, 9 FEET EAST OF A 14-INCH
 GD1470'BITTERNUT HICKORY TREE, AND 1.1 FEET NORTH OF A METAL WITNESS
 GD1470'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1470'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 9 INCHES AND THE
 GD1470'DISK IS STAMPED EAGLE 1934.
 GD1470'
 GD1470'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 66 FEET SOUTHEAST
 GD1470'OF THE SOUTHEAST CORNER OF THE HUNTING LODGE, 17 FEET WEST OF THE
 GD1470'APPROXIMATE CENTER OF THE WOODS ROAD, AND ABOUT 2 FEET BELOW THE
 GD1470'ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE TOP
 GD1470'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 GD1470'THE DISK IS STAMPED EAGLE NO 1 1934.
 GD1470'
 GD1470'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 45 FEET WEST OF THE
 GD1470'APPROXIMATE CENTER OF THE WOODS ROAD, 5.5 FEET NORTH OF A 12-INCH
 GD1470'POST OAK TREE, AND ABOUT 4 FEET BELOW THE ELEVATION OF THE STATION.
 GD1470'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1470'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED EAGLE NO
 GD1470'2 1934.
 GD1470'
 GD1470'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 20 FEET SOUTHEAST OF
 GD1470'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6 FEET NORTH-NORTHWEST
 GD1470'OF A 10-INCH, TRIANGLE BLAZED, BLACK OAK TREE, AND 1.0 FOOT WEST OF
 GD1470'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 GD1470'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1470'PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE AZI 1934.
 GD1470'
 GD1470'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE WOODS
 GD1470'ROAD FOR ABOUT 0.05 MILE TO THE GRAVELED ROAD, HERE TURN RIGHT AND
 GD1470'GO EAST, NORTHEAST AND NORTH ON THE GRAVELED ROAD FOR 0.15 OF A
 GD1470'MILE TO A ROADSIDE DUMP ON THE LEFT AND THE AZIMUTH MARK ON THE
 GD1470'RIGHT AS DESCRIBED.
 GD1470'
 GD1470'DUE TO NUMEROUS TREES AND BRUSH IN THE AREA, NO EFFORT WAS MADE TO
 GD1470'MEASURE BETWEEN THE REFERENCE MARKS.
 GD1470'
 GD1470'NOTE.  THIS WAS NOT AN OCCUPIED STATION AT THE TIME OF THIS RECOVERY.
 GD1470'
 GD1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES
 GD1470'NORTH-NORTHEAST OF ELKHORN.
 GD1470
 GD1470                          STATION RECOVERY (1969)
 GD1470
 GD1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1470'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1470'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY A TALL LEANING TREE
 GD1470'AND PERMISSION TO CUT THIS TREE COULD NOT BE OBTAINED AT THIS TIME.
 GD1470'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED BETWEEN
 GD1470'THE REFERENCE MARKS, AND THE ANGLE OBTAINED AGREED WITH THE 1934
 GD1470'OBSERVATION WITHIN THE ALLOWABLE.  VERTICAL ANGLES WERE
 GD1470'OBSERVED, AND SLOPE MEASUREMENTS MADE BETWEEN THE STATION AND THE
 GD1470'REFERENCE MARKS AND BETWEEN THE REFERENCE MARKS.  WHEN THE SLOPE
 GD1470'DISTANCES WERE REDUCED TO HORIZONTAL, A DISCREPANCY OF 0.34 OF
 GD1470'A FOOT WAS NOTED BETWEEN THE STATION AND REFERENCE MARK NO. 1
 GD1470'AND 0.30 OF A FOOT BETWEEN THE STATION AND REFERENCE MARK NO.
 GD1470'2.
 GD1470'
 GD1470'FOLLOWING IS A NEW AND COMPLETED DESCRIPTION.
 GD1470'
 GD1470'THE STATION IS LOCATED ON THE SUMMIT OF A HEAVILY TIMBERED KNOLL ON
 GD1470'THE PROPERTY OF MR. LAWRENCE KING, ABOUT 12 MILES NORTHEAST OF PARIS
 GD1470'AND 4 MILES NORTH-NORTHEAST OF THE SMALL COMMUNITY OF ELKHORN.
 GD1470'
 GD1470'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD1470'STREET HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND THE POST
 GD1470'OFFICE IN THE SOUTHEAST ANGLE IN PARIS, GO EASTERLY ON STATE ROUTES
 GD1470'54 AND 69 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 79 AND
 GD1470'STATE ROUTE 76.  HERE KEEP LEFT AND GO NORTHEASTERLY ON U.S. HIGHWAY
 GD1470'79 AND STATE ROUTE 76 FOR 6.2 MILES TO STATE ROUTE 140 ON THE LEFT,
 GD1470'CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 79 AND STATE ROUTE 76 FOR 5.0
 GD1470'MILES TO COUNTY ROAD R-9995 ON THE RIGHT AND A LARGE SIGN, ANTIOCH
 GD1470'HARBOR RESORT.  HERE TURN RIGHT AND GO SOUTH AND SOUTHEASTERLY
 GD1470'ON COUNTY ROAD R-9995 FOR 0.7 OF A MILE TO WHERE THE PAVED ROAD BEARS
 GD1470'TO THE RIGHT AT A CURVE AND A GRAVELED ROAD CONTINUES SOUTHEASTERLY.
 GD1470'HERE CONTINUE SOUTHEASTERLY AND EAST ON THE GRAVELED ROAD FOR 0.4
 GD1470'OF A MILE TO A DRIVEWAY ON THE RIGHT LEADING INTO A
 GD1470'SMALL HUNTING LODGE, TURN RIGHT ON THIS DRIVEWAY
 GD1470'AND GO SOUTHERLY ON A WOODS ROAD FOR ABOUT 0.05 OF A MILE TO THE
 GD1470'STATION ON THE RIGHT IN WOODS AS DESCRIBED.
 GD1470'
 GD1470'THE STATION IS 134 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SMALL
 GD1470'HUNTING LODGE, 64 FEET WEST OF THE APPROXIMATE CENTER OF THE WOODS
 GD1470'ROAD, 31 FEET SOUTH-SOUTHWEST OF A 12-INCH WHITE OAK TREE, 13 FEET
 GD1470'WEST OF A 12-INCH SHAGBARK HICKORY TREE, 9 FEET EAST OF A 14-INCH
 GD1470'BITTERNUT HICKORY TREE, AND 1.1 FEET NORTH OF A METAL WITNESS
 GD1470'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1470'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 9 INCHES AND THE
 GD1470'DISK IS STAMPED EAGLE 1934.
 GD1470'
 GD1470'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE KNOLL, 66 FEET
 GD1470'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HUNTING LODGE, 17 FEET WEST
 GD1470'OF THE APPROXIMATE CENTER OF THE WOODS ROAD, AND ABOUT 2 FEET BELOW
 GD1470'THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE
 GD1470'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 GD1470'AND THE DISK IS STAMPED EAGLE NO 1 1934.
 GD1470'
 GD1470'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE KNOLL, 45 FEET
 GD1470'WEST OF THE APPROXIMATE CENTER OF THE WOODS ROAD, 5.5 FEET NORTH OF
 GD1470'A 12-INCH POST OAK TREE, AND ABOUT 4 FEET BELOW THE ELEVATION OF
 GD1470'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1470'ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 GD1470'STAMPED EAGLE NO 2 1934.
 GD1470'
 GD1470'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1470'REFERENCE MARK NO. 2 IS 152.32 FEET - 46.427 METERS.
 GD1470'
 GD1470'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 20 FEET SOUTHEAST OF
 GD1470'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6 FEET NORTH-NORTHWEST
 GD1470'OF A 10-INCH, TRIANGLE BLAZED, BLACK OAK TREE, AND 1.0 FOOT WEST OF A
 GD1470'METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK
 GD1470'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1470'PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE AZI 1934.
 GD1470'
 GD1470'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE WOODS
 GD1470'ROAD FOR ABOUT 0.05 OF A MILE TO THE GRAVELED ROAD, HERE TURN RIGHT
 GD1470'AND GO EAST, NORTHEAST AND NORTH ON THE GRAVELED ROAD FOR 0.15 OF A
 GD1470'MILE TO A ROADSIDE DUMP ON THE LEFT AND THE AZIMUTH MARK ON THE
 GD1470'RIGHT AS DESCRIBED.
 GD1470'
 GD1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES NNE
 GD1470'OF ELKHORN.
 GD1470
 GD1470                          STATION RECOVERY (1971)
 GD1470
 GD1470'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971 (ETC)
 GD1470'FOUND IN GOOD CONDITION AS DESCRIBED.
 GD1470'
 GD1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 12 MILES NE OF
 GD1470'PARIS.
 GD1470
 GD1470                          STATION RECOVERY (1986)
 GD1470
 GD1470'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1479 ***********************************************************************
 FD1479  DESIGNATION -  EAGLE
 FD1479  PID         -  FD1479
 FD1479  STATE/COUNTY-  TN/RUTHERFORD
 FD1479  USGS QUAD   -  CHAPEL HILL (1980)
 FD1479
 FD1479                         *CURRENT SURVEY CONTROL
 FD1479  ___________________________________________________________________
 FD1479* NAD 83(1995)-  35 44 07.77286(N)    086 40 09.86845(W)     ADJUSTED  
 FD1479* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 FD1479  ___________________________________________________________________
 FD1479  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FD1479  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FD1479
 FD1479  HORZ ORDER  -  SECOND
 FD1479
 FD1479.The horizontal coordinates were established by classical geodetic methods
 FD1479.and adjusted by the National Geodetic Survey in April 1999..
 FD1479
 FD1479.The orthometric height was scaled from a topographic map.
 FD1479
 FD1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1479
 FD1479.The geoid height was determined by GEOID03.
 FD1479
 FD1479;                    North         East     Units Scale Factor Converg.
 FD1479;SPC TN       -   155,775.174   539,446.316   MT  0.99994987   -0 23 30.8
 FD1479;SPC TN       -   511,072.38  1,769,833.46   sFT  0.99994987   -0 23 30.8
 FD1479;UTM  16      - 3,954,661.720   529,894.712   MT  0.99961101   +0 11 35.1
 FD1479
 FD1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1479!SPC TN       -   0.99994558  x   0.99994987  =   0.99989545
 FD1479!UTM  16      -   0.99994558  x   0.99961101  =   0.99955661
 FD1479
 FD1479|---------------------------------------------------------------------|
 FD1479| PID    Reference Object                     Distance      Geod. Az  |
 FD1479|                                                           dddmmss.s |
 FD1479| CG5724 EAGLE RM 1                            9.129 METERS 03514     |
 FD1479| CG5723 EAGLE AZ MK                                        0353912.7 |
 FD1479| CG5725 EAGLE RM 2                           11.558 METERS 30202     |
 FD1479|---------------------------------------------------------------------|
 FD1479
 FD1479                          SUPERSEDED SURVEY CONTROL
 FD1479
 FD1479  NAD 83(1995)-  35 44 07.77772(N)    086 40 09.87133(W) AD(       ) 2
 FD1479  NAD 83(1986)-  35 44 07.78295(N)    086 40 09.86912(W) AD(       ) 2
 FD1479  NAD 27      -  35 44 07.54400(N)    086 40 09.88200(W) AD(       ) 2
 FD1479
 FD1479.Superseded values are not recommended for survey control.
 FD1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1479.See file dsdata.txt to determine how the superseded data were derived.
 FD1479
 FD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2989554662(NAD 83)
 FD1479_MARKER: DS = TRIANGULATION STATION DISK
 FD1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1479
 FD1479  HISTORY     - Date     Condition        Report By
 FD1479  HISTORY     - 1934     MONUMENTED       CGS
 FD1479
 FD1479                          STATION DESCRIPTION
 FD1479
 FD1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1479'ABOUT 1 MILE SOUTHWEST OF EAGLEVILLE, ON ROUNDED WOODED HILL
 FD1479'SOMETIMES KNOWN AS
 FD1479'WALLACE HILL, AND ON PROPERTY OF MR GLASSBY OF
 FD1479'EAGLEVILLE.  TO REACH FROM JUNCTION
 FD1479'OF STATE ROUTES 99 AND 16 IN
 FD1479'EAGLEVILLE, FOLLOW ROUTE 99 WEST 1.25 MILES TO TOP OF
 FD1479'GRADE AND RED
 FD1479'GATE ON LEFT AND FOLLOW ROAD THROUGH GATE ABOUT 0.25 MILE TO HOUSE IN
 FD1479'HOLLOW.  STATION
 FD1479'IS ON HILL 0.33 MILE SOUTH-SOUTHEAST OF THIS HOUSE,
 FD1479'8.65 FEET NORTH OF WIRE FENCE, 10
 FD1479'FEET SOUTH OF 10-INCH HACKBERRY
 FD1479'TREE WITH TRIANGULAR BLAZE, AND 15 FEET
 FD1479'EAST-SOUTHEAST OF 24-INCH
 FD1479'STUMP.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FD1479'DISKS IN
 FD1479'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1479'REFERENCE DISKS IN
 FD1479'CONCRETE.  NO 1 IS ON DOWN SLOPE OF
 FD1479'HILL, 21 FEET NORTHEAST OF 10-INCH
 FD1479'TRIANGLE-BLAZED HACKBERRY TREE,
 FD1479'AND 29.95 FEET FROM STATION N 35 DEG 14 MIN E.
 FD1479'NO 2 IS 4
 FD1479'FEET EAST OF TWIN HACKBERRY TREE IN LINE WITH STATION, 10 FEET NORTH
 FD1479'OF FENCE, AND
 FD1479'37.92 FEET FROM STATION N 57 DEG 58 MIN W.
 FD1479'AZIMUTH MARK IS IN NORTH EDGE OF
 FD1479'CULTIVATED FIELD, BENEATH TELEPHONE
 FD1479'LINES, 20 FEET SOUTH OF CENTERLINE OF ROUTE 99,
 FD1479'0.55 MILE EAST OF TOP
 FD1479'OF GRADE AND POINT WHERE ONE LEAVES HIGHWAY TO GO TO STATION,
 FD1479'ABOUT 150 FEET
 FD1479'WEST ALONG HIGHWAY FROM SMALL STONE BRIDGE LEADING TO WHITE
 FD1479'HOUSE, AND ABOUT 0.5 MILE
 FD1479'FROM STATION N 35 DEG 40 MIN E.
 FD1479'AZIMUTH FROM STATION TO EAGLEVILLE,
 FD1479'CHURCH SPIRE, DISTANT 1
 FD1479'MILE, IS N 61 DEG 07 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2428 ***********************************************************************
 FE2428  DESIGNATION -  EAGLE LOT WT 34
 FE2428  PID         -  FE2428
 FE2428  STATE/COUNTY-  TN/HAYWOOD
 FE2428  USGS QUAD   -  JONES (1981)
 FE2428
 FE2428                         *CURRENT SURVEY CONTROL
 FE2428  ___________________________________________________________________
 FE2428* NAD 83(1995)-  35 41 50.40809(N)    089 13 40.35526(W)     ADJUSTED  
 FE2428* NAVD 88     -                                                        
 FE2428  ___________________________________________________________________
 FE2428  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FE2428  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE2428
 FE2428  HORZ ORDER  -  THIRD
 FE2428
 FE2428.The horizontal coordinates were established by classical geodetic methods
 FE2428.and adjusted by the National Geodetic Survey in April 1999..
 FE2428
 FE2428
 FE2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2428
 FE2428.The geoid height was determined by GEOID03.
 FE2428
 FE2428;                    North         East     Units Scale Factor Converg.
 FE2428;SPC TN       -   156,151.733   307,921.956   MT  0.99995123   -1 53 23.0
 FE2428;SPC TN       -   512,307.81  1,010,240.62   sFT  0.99995123   -1 53 23.0
 FE2428;UTM  16      - 3,952,666.805   298,426.006   MT  1.00010072   -1 18 01.5
 FE2428
 FE2428                          SUPERSEDED SURVEY CONTROL
 FE2428
 FE2428  NAD 83(1995)-  35 41 50.41336(N)    089 13 40.35741(W) AD(       ) 4
 FE2428  NAD 83(1986)-  35 41 50.41948(N)    089 13 40.35590(W) AD(       ) 4
 FE2428  NAD 27      -  35 41 50.14600(N)    089 13 40.11100(W) AD(       ) 3
 FE2428
 FE2428.Superseded values are not recommended for survey control.
 FE2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2428.See file dsdata.txt to determine how the superseded data were derived.
 FE2428
 FE2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9842652667(NAD 83)
 FE2428_MARKER: 57 = LOOKOUT TOWER
 FE2428
 FE2428  HISTORY     - Date     Condition        Report By
 FE2428  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2428
 FE2428                          STATION DESCRIPTION
 FE2428
 FE2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2428'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER. IT IS
 FE2428'ABOUT 8 MILES NORTH OF BROWNSVILLE AND ABOUT 1/2 MILE NORTH OF
 FE2428'BELLE EAGLE. THE TOWER IS A 4 LEGGED STEEL STRUCTURE WITH A SMALL
 FE2428'BOXED INCLOSURE ON THE TOP. THE OVERALL HEIGHT OF THE TOWER IS
 FE2428'100 FEET.
 FE2428'
 FE2428'TO REACH THE TOWER FROM THE INTERSECTION OF HIGHWAY 54 AND A PAVED
 FE2428'SIDE ROAD WEST AT THE SOUTHEAST EDGE OF THE SMALL VILLAGE OF
 FE2428'BELLE EAGLE, GO NORTH ON HIGHWAY 54 FOR 1.3 MILES TO A SIDE ROAD
 FE2428'LEFT. TURN LEFT ON THE GRAVELED ROAD AND GO WEST FOR 0.5 MILE TO
 FE2428'A PRIVATED DRIVE AND GATE ON THE LEFT. TURN LEFT PASSING THROUGH THE
 FE2428'GATE AND GO SOUTH ON THE DIRT DRIVE FOR 0.4 MILE TO THE TOWER ON
 FE2428'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2340 ***********************************************************************
 GC2340  DESIGNATION -  EANES
 GC2340  PID         -  GC2340
 GC2340  STATE/COUNTY-  TN/DAVIDSON
 GC2340  USGS QUAD   -  WHITES CREEK (1994)
 GC2340
 GC2340                         *CURRENT SURVEY CONTROL
 GC2340  ___________________________________________________________________
 GC2340* NAD 83(1995)-  36 18 14.46594(N)    086 48 34.62085(W)     ADJUSTED  
 GC2340* NAVD 88     -       219.3    (meters)     719.     (feet)  VERTCON   
 GC2340  ___________________________________________________________________
 GC2340  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GC2340  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2340
 GC2340  HORZ ORDER  -  THIRD
 GC2340
 GC2340.The horizontal coordinates were established by classical geodetic methods
 GC2340.and adjusted by the National Geodetic Survey in April 1999..
 GC2340
 GC2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2340
 GC2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2340
 GC2340.The geoid height was determined by GEOID03.
 GC2340
 GC2340;                    North         East     Units Scale Factor Converg.
 GC2340;SPC TN       -   218,949.456   527,285.305   MT  0.99998196   -0 28 26.3
 GC2340;SPC TN       -   718,336.67  1,729,935.20   sFT  0.99998196   -0 28 26.3
 GC2340;UTM  16      - 4,017,686.199   517,092.685   MT  0.99960360   +0 06 45.8
 GC2340
 GC2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2340!SPC TN       -   0.99997020  x   0.99998196  =   0.99995216
 GC2340!UTM  16      -   0.99997020  x   0.99960360  =   0.99957381
 GC2340
 GC2340|---------------------------------------------------------------------|
 GC2340| PID    Reference Object                     Distance      Geod. Az  |
 GC2340|                                                           dddmmss.s |
 GC2340| CG5726 EANES RM 1                           11.338 METERS 10957     |
 GC2340| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 4.4 KM 1534341.2 |
 GC2340| GC0888 EANES AZ MK                                        1893620.7 |
 GC2340| GC1948 EANES RM 3                                         1895454.1 |
 GC2340| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.18.8 KM 1953510.5 |
 GC2340| CG5727 EANES RM 2                           14.482 METERS 31617     |
 GC2340|---------------------------------------------------------------------|
 GC2340
 GC2340                          SUPERSEDED SURVEY CONTROL
 GC2340
 GC2340  NAD 83(1995)-  36 18 14.46754(N)    086 48 34.62265(W) AD(       ) 3
 GC2340  NAD 83(1995)-  36 18 14.47052(N)    086 48 34.62372(W) AD(       ) 3
 GC2340  NAD 83(1986)-  36 18 14.47614(N)    086 48 34.62406(W) AD(       ) 3
 GC2340  NAD 27      -  36 18 14.28993(N)    086 48 34.63243(W) AD(       ) 3
 GC2340  NGVD 29 (07/19/86)  219.4    (m)          720.     (f) VERT ANG       
 GC2340
 GC2340.Superseded values are not recommended for survey control.
 GC2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2340.See file dsdata.txt to determine how the superseded data were derived.
 GC2340
 GC2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1709317686(NAD 83)
 GC2340_MARKER: DD = SURVEY DISK
 GC2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2340
 GC2340  HISTORY     - Date     Condition        Report By
 GC2340  HISTORY     - 1965     MONUMENTED       TNHD
 GC2340  HISTORY     - 1973     GOOD             NGS
 GC2340
 GC2340                          STATION DESCRIPTION
 GC2340
 GC2340'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2340'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF NASHVILLE AND ABOUT 2
 GC2340'MILES NORTHEAST OF WHITES CREEK.
 GC2340'
 GC2340'TO REACH THE STATION FROM THE POST OFFICE IN WHITES CREEK, GO NORTH
 GC2340'ON U.S. HIGHWAY 431 FOR ABOUT 100 FEET TO THE INTERSECTION OF
 GC2340'OLD HICKORY BOULEVARD. TURN RIGHT, EAST, AND GO 1.0 MILE ON OLD
 GC2340'HICKORY BOULEVARD TO A PAVED ROAD ON THE LEFT AT A BRIDGE (LICKTON
 GC2340'PIKE), TURN LEFT ON LICKTON PIKE AND GO NORTHERLY FOR 1.1 MILES TO
 GC2340'THE AZIMUTH MARK ON THE LEFT. CONTINUE ON LICKTON PIKE FOR 1.15
 GC2340'MILES TO A GRAVELED DRIVE ON THE LEFT LEADING TO A SMALL CHURCH
 GC2340'COVERED WITH RED BRICK SIDING. TURN LEFT, NORTHWEST, AND GO 0.05 MILE
 GC2340'TO THE CHURCH AND E.T.T. FROM THIS POINT PACK WESTERLY FROM THE
 GC2340'CHURCH TO THE TOP OF THE HILL AND THE STATION. THE STATION IS 78 FEET
 GC2340'SOUTH OF A 24-INCH HICKORY TREE AND ABOUT 75 FEET FROM THE TOP OF
 GC2340'THE HILL. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC2340'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED EANES 1965.
 GC2340'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC2340'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC2340'MONUMENT.
 GC2340'
 GC2340'REFERENCE MARK NO. 1 IS ABOUT 80 FEET SOUTHEAST OF THE TOP OF THE
 GC2340'HILL. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2340'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC2340'AND THE DISK IS STAMPED EANES RM-1 1965.
 GC2340'
 GC2340'REFERENCE MARK NO. 2 IS 30 FEET SOUTHEAST OF THE 24-INCH HICKORY
 GC2340'TREE. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2340'DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC2340'THE DISK IS STAMPED EANES RM-2 1965.
 GC2340'
 GC2340'THE AZIMUTH MARK IS 24 FEET NORTH OF POWER POLE NO. 5505-13, 15 FEET
 GC2340'WEST OF THE APPROXIMATE CENTER OF LICKTON PIKE, 2.0 FEET NORTHEAST OF
 GC2340'A METAL WITNESS POST WITH SIGN AND 1 FOOT EAST OF A BARBED WIRE
 GC2340'FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2340'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC2340'AND THE DISK IS STAMPED EANES AZI 1965.
 GC2340'
 GC2340'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2340'
 GC2340'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2340
 GC2340                          STATION RECOVERY (1973)
 GC2340
 GC2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 GC2340'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2340'CONDITION.  THE AZIMUTH MARK IS NEAR A ROAD DITCH AND A GRADER
 GC2340'CLEARED AWAY FROM ITS SIDE AND IT IS FEARED THAT FUTURE GRADING
 GC2340'OPERATIONS WOULD POSSIBLY DESTROY THE MARK.  A NEW AZIMUTH MARK
 GC2340'WAS SET EANES 1965 RM NO. 3 1973).  THE STATION WAS THEN OCCUPIED
 GC2340'AND ALL HORIZONTAL ANGLES OBSERVED, USING NASHVILLE, TV STATION WLAC
 GC2340'MAST (1959) AS THE INITIAL.  IN CHECKING THE HORIZONTAL ANGLES
 GC2340'OBSERVED THIS DATE AGAINST THE 1965 OBSERVATIONS THE ANGLES BETWEEN
 GC2340'WLAC AND THE ORIGINAL AZIMUTH MARK FAILED TO MEET THE 05 INCH CHECK
 GC2340'BY -01.5 INCH, HOWEVER, THE REFERENCE MARKS CHECKED WELL WITHIN
 GC2340'THE REQUIRED LIMITS.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE
 GC2340'BETWEEN THE STATION AND THE REFERENCE MARKS, A DISCREPANCY OF -0.03
 GC2340'OF A FOOT WAS NOTED FOR RM NO. 1 AND -0.05 OF A FOOT FOR RM. NO.
 GC2340'2.  THE AZIMUTH MARK ONLY AT THIS STATION WAS A BENCH MARK.
 GC2340'ELEVATIONS WERE TRANSFERRED FROM EANES AZI. 1965 TO NEW AZIMUTH
 GC2340'MARK EANES 1965 RM NO. 3 1972 AND AFTER ALL WORK WAS COMPLETED
 GC2340'AND THE RECORDS CHECKED, THE ORIGINAL AZIMUTH MARK WAS
 GC2340'DESTROYED AND THE DISK REMOVED.
 GC2340'
 GC2340'A NEW AND COMPLETED DESCRIPTION FOLLOWS--
 GC2340'
 GC2340'THE STATION IS 10 MILES NORTH OF NASHVILLE, TENNESSEE, ABOUT 2 MILES
 GC2340'NORTHEAST OF WHITES CREEK.
 GC2340'
 GC2340'TO REACH THE STATION FROM THE POST OFFICE IN WHITES CREEK, GO
 GC2340'NORTHERLY ON U. S. HIGHWAY 431 FOR ABOUT 0.05 OF A MILE TO THE
 GC2340'TRAFFIC LIGHT AT THE INTERSECTION OF OLD HICKORY BLVD.  HERE TURN
 GC2340'LEFT ON OLD HICKORY BLVD. AND GO EASTERLY FOR 1.0 MILE TO THE
 GC2340'INTERSECTION OF LICKTON PIKE ON THE LEFT (JUST BEFORE CROSSING
 GC2340'SMALL CONCRETE BRIDGE).  HERE TURN LEFT ON LICKTON PIKE AND GO
 GC2340'NORTHERLY FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 GC2340'DESCRIBED.  CONTINUE NORTHERLY ON LICKTON PIKE FOR 0.35 OF A MILE TO
 GC2340'THE INTERSTATE 24 GRADE SEPARATION OVERPASS, CONTINUE NORTHERLY
 GC2340'ON LICKTON PIKE FOR 0.6 OF A MILE TO THE INTERSECTION OF CLAY LICK
 GC2340'PIKE ON THE LEFT, CONTINUE NORTHERLY ON LICKTON PIKE FOR 0.15 OF A
 GC2340'MILE TO A GRAVELED DRIVE LEFT LEADING INTO A SMALL BAPTIST CHURCH
 GC2340'AND CEMETERY.  HERE TURN LEFT ON THIS GRAVELED DRIVE AND GO
 GC2340'NORTHWESTERLY FOR ABOUT 0.05 OF A MILE TO THE CHURCH AND E. T. T.
 GC2340'FROM THIS POINT PACK WESTERLY THROUGH WOODS, UP STEEP HILL TO TOP
 GC2340'OF CEDAR COVERED KNOLL AND THE STATION AS DESCRIBED.  THIS IS
 GC2340'ABOUT A 10-MINUTE PACK.
 GC2340'
 GC2340'STATION MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED
 GC2340'EANES 1965 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GC2340'FLUSH, ABOUT 5 FEET BELOW SUMMIT OF KNOLL, 78 FEET SOUTHEAST OF A
 GC2340'28-INCH HICKORY TREE, 30 FEET SOUTH-SOUTHWEST OF A SMALL CEDAR
 GC2340'TREE, 18 FEET SOUTHEAST OF A 6-INCH CEDAR TREE, 38.5 FEET WEST OF A
 GC2340'6-INCH FORKED TRUNKED CEDAR TREE, 1.0 FEET SOUTH OF METAL WITNESS
 GC2340'POST AND SIGN, LOCATED ON SOUTH SLOPE OF CEDAR AND BRUSH COVERED
 GC2340'GRASSY KNOLL.
 GC2340'
 GC2340'REFERENCE MARK NO 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2340'SET IN CONCRETE 12-IN. SQ. FLUSH WITH THE GROUND AND IS STAMPED
 GC2340'EANES RM 1 1965, 1.5 FEET NORTHWEST OF 6-INCH FORKED TRUNKED CEDAR
 GC2340'TREE, 37 FEET EAST-SOUTHEAST OF SMALL CEDAR TREE, ON SOUTHEAST
 GC2340'SLOPE OF KNOLL ABOUT 2.5 FEET BELOW STATION ELEVATION.
 GC2340'
 GC2340'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2340'SET IN 12 INCH SQUARE CONCRETE FLUSH WITH THE GROUND, 30 FEET
 GC2340'EAST-SOUTHEAST OF 28 INCH HICKORY TREE, 29 FEET WEST-NORTHWEST OF A
 GC2340'6-INCH CEDAR TREE, ON WEST SLOPE OF KNOLL ABOUT 4 FEET BELOW
 GC2340'STATION.
 GC2340'
 GC2340'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK CEMENTED IN A
 GC2340'DRILL HOLE AND IS STAMPED EANES NO. 3 1965 1973, IN THE NORTHEAST
 GC2340'CORNER OF STONE WALL AT SOUTHEAST CORNER OF OLD SPRING HOUSE
 GC2340'FOOTING, 1.2 FEET WEST OF MILE POST STATION, 75 FEET SOUTH OF
 GC2340'UTILITY POLE, 52 FEET SOUTH OF APPROXIMATE CENTERLINE GRAVELED
 GC2340'DRIVEWAY, 57 FEET NORTH OF OLD ENTRANCE GAP IN STONE WALL, 25 FEET
 GC2340'WEST OF APPROXIMATE CENTERLINE LICKTON PIKE ABOUT 2-1/2 FEET
 GC2340'ABOVE GROUND AND ON PROPERTY OF RANDOLPH ESTATE.  PERMISSION
 GC2340'GRANTED.  APPROXIMATELY 1.1 MILES SOUTH OF TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0888 ***********************************************************************
 GC0888  DESIGNATION -  EANES AZ MK
 GC0888  PID         -  GC0888
 GC0888  STATE/COUNTY-  TN/DAVIDSON
 GC0888  USGS QUAD   -  WHITES CREEK (1994)
 GC0888
 GC0888                         *CURRENT SURVEY CONTROL
 GC0888  ___________________________________________________________________
 GC0888* NAD 83(1986)-  36 17 19.     (N)    086 48 46.     (W)     SCALED    
 GC0888* NAVD 88     -       151.170  (meters)     495.96   (feet)  ADJUSTED  
 GC0888  ___________________________________________________________________
 GC0888  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0888  DYNAMIC HT  -         151.041 (meters)     495.54  (feet)  COMP
 GC0888  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 GC0888
 GC0888  VERT ORDER  -  SECOND    CLASS 0
 GC0888
 GC0888.The horizontal coordinates were scaled from a topographic map and have
 GC0888.an estimated accuracy of +/- 6 seconds.
 GC0888
 GC0888.The orthometric height was determined by differential leveling
 GC0888.and adjusted by the National Geodetic Survey in June 1991..
 GC0888
 GC0888.The geoid height was determined by GEOID03.
 GC0888
 GC0888.The dynamic height is computed by dividing the NAVD 88
 GC0888.geopotential number by the normal gravity value computed on the
 GC0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0888.degrees latitude (g = 980.6199 gals.).
 GC0888
 GC0888.The modeled gravity was interpolated from observed gravity values.
 GC0888
 GC0888;                    North         East    Units  Estimated Accuracy
 GC0888;SPC TN       -   217,240.      526,990.      MT  (+/- 180 meters Scaled)
 GC0888
 GC0888                          SUPERSEDED SURVEY CONTROL
 GC0888
 GC0888  NGVD 29 (??/??/92)  151.213  (m)          496.10   (f) ADJ UNCH    2 0
 GC0888
 GC0888.Superseded values are not recommended for survey control.
 GC0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0888.See file dsdata.txt to determine how the superseded data were derived.
 GC0888
 GC0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF168159(NAD 83)
 GC0888_MARKER: DD = SURVEY DISK
 GC0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0888_STAMPING: EANES AZI 1965
 GC0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0888+STABILITY: SURFACE MOTION
 GC0888
 GC0888  HISTORY     - Date     Condition        Report By
 GC0888  HISTORY     - 1965     MONUMENTED       TNHD
 GC0888
 GC0888                          STATION DESCRIPTION
 GC0888
 GC0888'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0888'2 MI NE FROM WHITE CREEK.
 GC0888'FROM THE POST OFFICE IN WHITES CREEK, GO NORTH ON U.S. HIGHWAY
 GC0888'431 FOR ABOUT 100 FEET TO THE INTERSECTION OF OLD HICKORY
 GC0888'BOULEVARD.  TURN RIGHT, EAST, AND GO 1.0 MILE ON OLD HICKORY
 GC0888'BOULEVARD TO A PAVED ROAD ON THE LEFT AT A BRIDGE (LICKTON PIKE),
 GC0888'TURN LEFT ON LICKTON PIKE AND GO NORTHERLY FOR 1.1 MILES TO THE
 GC0888'MARK ON THE LEFT, 24 FEET NORTH OF POWER POLE NO. 5505-13, 15 FEET
 GC0888'WEST OF THE APPROXIMATE CENTER OF LICKTON PIKE, 2.0 FEET
 GC0888'NORTHEAST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT EAST
 GC0888'OF A BARBED WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0888'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0888'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1948 ***********************************************************************
 GC1948  DESIGNATION -  EANES RM 3
 GC1948  PID         -  GC1948
 GC1948  STATE/COUNTY-  TN/DAVIDSON
 GC1948  USGS QUAD   -  WHITES CREEK (1994)
 GC1948
 GC1948                         *CURRENT SURVEY CONTROL
 GC1948  ___________________________________________________________________
 GC1948* NAD 83(1986)-  36 17 19.     (N)    086 48 46.     (W)     SCALED    
 GC1948* NAVD 88     -       151.89   (meters)     498.3    (feet)  RESET     
 GC1948  ___________________________________________________________________
 GC1948  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1948
 GC1948  VERT ORDER  -  THIRD
 GC1948
 GC1948.The horizontal coordinates were scaled from a topographic map and have
 GC1948.an estimated accuracy of +/- 6 seconds.
 GC1948
 GC1948.The orthometric height was computed from unverified reset data.
 GC1948.No vertical observational check was made to the station.
 GC1948
 GC1948.The geoid height was determined by GEOID03.
 GC1948
 GC1948;                    North         East    Units  Estimated Accuracy
 GC1948;SPC TN       -   217,240.      526,990.      MT  (+/- 180 meters Scaled)
 GC1948
 GC1948                          SUPERSEDED SURVEY CONTROL
 GC1948
 GC1948  NGVD 29 (10/12/01)  151.96   (m)          498.6    (f) RESET       3  
 GC1948
 GC1948.Superseded values are not recommended for survey control.
 GC1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1948.See file dsdata.txt to determine how the superseded data were derived.
 GC1948
 GC1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF168159(NAD 83)
 GC1948_MARKER: DR = REFERENCE MARK DISK
 GC1948_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GC1948_SP_SET: WALL
 GC1948_STAMPING: EANES NO 3 1965 1973
 GC1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1948+STABILITY: SURFACE MOTION
 GC1948
 GC1948  HISTORY     - Date     Condition        Report By
 GC1948  HISTORY     - 1973     MONUMENTED       NGS
 GC1948  HISTORY     - 20060913 GOOD             INDIV
 GC1948
 GC1948                          STATION DESCRIPTION
 GC1948
 GC1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GC1948'2.0 MI NE FROM WHITE CREEK.
 GC1948'FROM THE POST OFFICE IN WHITE CREEK, GO NORTHERLY ON U.S. HIGHWAY
 GC1948'431 FOR ABOUT 0.05 OF A MILE TO THE TRAFFIC LIGHT AT THE INTERSECTION
 GC1948'OF OLD HICKORY BLVD., TURN LEFT ON OLD HICKORY BLVD. AND GO
 GC1948'EASTERLY FOR 1.0 MILE TO THE INTERSECTION OF LICKTON PIKE ON THE
 GC1948'LEFT (JUST BEFORE CROSSING SMALL CONCRETE BRIDGE),  TURN LEFT
 GC1948'ON LICKTON PIKE AND GO NORTHERLY FOR 1.1 MILES TO THE MARK ON THE
 GC1948'LEFT, IN THE NORTHEAST CORNER OF STONE WALL AT SOUTHEAST CORNER OF
 GC1948'OLD SPRING HOUSE FOOTING, 112 FEET WEST OF MILE POST STATION, 75
 GC1948'FEET SOUTH OF UTILITY POLE, 52 FEET SOUTH OF APPROXIMATE CENTERLINE
 GC1948'GRAVELED DRIVEWAY, 57 FEET NORTH OF OLD ENTRANCE GAP IN STONE WALL
 GC1948'25 FEET WEST APPROXIMATE CENTERLINE LICKTON PIKE, AND ON PROPERTY
 GC1948'OF RANDOLPH ESTATE.
 GC1948'THE MARK IS 2.5 FT ABOVE GROUND.
 GC1948
 GC1948                          STATION RECOVERY (2006)
 GC1948
 GC1948'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJC)
 GC1948'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2542 ***********************************************************************
 GC2542  DESIGNATION -  EAST SIDE
 GC2542  PID         -  GC2542
 GC2542  STATE/COUNTY-  TN/DICKSON
 GC2542  USGS QUAD   -  WHITE BLUFF (1983)
 GC2542
 GC2542                         *CURRENT SURVEY CONTROL
 GC2542  ___________________________________________________________________
 GC2542* NAD 83(1995)-  36 02 19.39858(N)    087 14 57.23092(W)     ADJUSTED  
 GC2542* NAVD 88     -       235.9    (meters)     774.     (feet)  VERTCON   
 GC2542  ___________________________________________________________________
 GC2542  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GC2542  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC2542
 GC2542  HORZ ORDER  -  THIRD
 GC2542
 GC2542.The horizontal coordinates were established by classical geodetic methods
 GC2542.and adjusted by the National Geodetic Survey in April 1999..
 GC2542
 GC2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2542
 GC2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2542
 GC2542.The geoid height was determined by GEOID03.
 GC2542
 GC2542;                    North         East     Units Scale Factor Converg.
 GC2542;SPC TN       -   189,930.263   487,427.982   MT  0.99995476   -0 43 52.9
 GC2542;SPC TN       -   623,129.54  1,599,169.97   sFT  0.99995476   -0 43 52.9
 GC2542;UTM  16      - 3,988,272.013   477,548.384   MT  0.99960621   -0 08 47.9
 GC2542
 GC2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2542!SPC TN       -   0.99996749  x   0.99995476  =   0.99992225
 GC2542!UTM  16      -   0.99996749  x   0.99960621  =   0.99957371
 GC2542
 GC2542:                Primary Azimuth Mark                     Grid Az
 GC2542:SPC TN       -  WHITE BLUFF MUNICIPAL TANK               020 17 55.0
 GC2542:UTM  16      -  WHITE BLUFF MUNICIPAL TANK               019 42 50.0
 GC2542
 GC2542|---------------------------------------------------------------------|
 GC2542| PID    Reference Object                     Distance      Geod. Az  |
 GC2542|                                                           dddmmss.s |
 GC2542| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX. 7.9 KM 0193402.1 |
 GC2542| GC2545 TT 10 D                              20.870 METERS 09145     |
 GC2542| CG5732 EAST SIDE AZ MK RESET                              0994548.0 |
 GC2542| CG5733 EAST SIDE RM 1                       23.576 METERS 17733     |
 GC2542| CG5731 EAST SIDE AZ MK                                    2922717.2 |
 GC2542|---------------------------------------------------------------------|
 GC2542
 GC2542                          SUPERSEDED SURVEY CONTROL
 GC2542
 GC2542  NAD 83(1995)-  36 02 19.40037(N)    087 14 57.23411(W) AD(       ) 3
 GC2542  NAD 83(1995)-  36 02 19.40106(N)    087 14 57.23411(W) AD(       ) 3
 GC2542  NAD 83(1986)-  36 02 19.40900(N)    087 14 57.23382(W) AD(       ) 3
 GC2542  NAD 27      -  36 02 19.18700(N)    087 14 57.20100(W) AD(       ) 3
 GC2542  NGVD 29 (07/19/86)  235.9    (m)          774.     (f) VERT ANG       
 GC2542
 GC2542.Superseded values are not recommended for survey control.
 GC2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2542.See file dsdata.txt to determine how the superseded data were derived.
 GC2542
 GC2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7754888272(NAD 83)
 GC2542_MARKER: DD = SURVEY DISK
 GC2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2542
 GC2542  HISTORY     - Date     Condition        Report By
 GC2542  HISTORY     - 1953     MONUMENTED       CGS
 GC2542  HISTORY     - 1959     GOOD             CGS
 GC2542
 GC2542                          STATION DESCRIPTION
 GC2542
 GC2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2542'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF WHITE BLUFF AND 1 MILE
 GC2542'EAST OF THE COMMUNITY OF EAST SIDE.  IT IS 129 FEET WEST OF THE
 GC2542'INTERSECTION OF TWO GRAVEL ROADS, 50 FEET NORTH OF THE CENTER OF A
 GC2542'GRAVEL ROAD AND 19 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 3
 GC2542'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 GC2542'AND THE DISK STAMPED EAST SIDE 1953.
 GC2542'
 GC2542'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF A GRAVEL ROAD AND 3 FEET
 GC2542'WEST OF A 6 INCH OAK TREE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 GC2542'THE DISK STAMPED EAST SIDE NO. 1 1953.
 GC2542'
 GC2542'TT 10 D (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 59 FEET WEST
 GC2542'OF THE INTERSECTION OF TWO GRAVEL ROADS, 20 FEET NORTH OF A
 GC2542'GRAVEL ROAD AND 16 FEET SOUTH OF A GRAVEL ROAD.  THE MARK IS A 6 X 6
 GC2542'INCH CONCRETE POST WITH A BRONZE U.S. GEOLOGICAL SURVEY DISK.
 GC2542'THE MARK PROJECTS ABOUT 2 INCHES AND IS STAMPED TT STA NO. 10 D
 GC2542'1929.
 GC2542'
 GC2542'AZIMUTH MARK IS 100 FEET NORTH OF THE INTERSECTION OF A GRAVEL T ROAD
 GC2542'51 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET SOUTHEAST OF
 GC2542'A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 GC2542'PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED EAST SIDE 1953.
 GC2542'
 GC2542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2542'HIGHWAY 47 IN WHITE BLUFF GO EAST ON HIGHWAY 70 FOR 0.4 MILE TO
 GC2542'A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO RAILROAD TRACKS,
 GC2542'CROSS THE TRACKS AND GO 0.25 MILE TO A FORK, TAKE THE RIGHT FORK AND
 GC2542'GO 1.55 MILES TO A STREAM, FORD THE STREAM AND GO 0.45 MILE TO A SIDE
 GC2542'ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.95 MILES TO A SIDE
 GC2542'ROAD RIGHT, TURN RIGHT AND GO 0.9 MILE TO A FORK (*) AND STATION AS
 GC2542'DESCRIBED.
 GC2542'
 GC2542'(*) TO REACH AZIMUTH MARK TAKE RIGHT FORK AND GO 0.1 MILE TO A GRAVEL
 GC2542'T ROAD AND AZIMUTH MARK AS DESCRIBED.
 GC2542'
 GC2542'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2542
 GC2542                          STATION RECOVERY (1959)
 GC2542
 GC2542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2542'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC2542'DUE TO ROAD CHANGES THE AZIMUTH MARK WAS LOCATED IN A PLOWED FIELD.
 GC2542'THE OLD AZIMUTH MARK WAS DESTROYED AND A NEW AZIMUTH MARK WAS
 GC2542'ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 GC2542'
 GC2542'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF WHITE BLUFF AND ABOUT
 GC2542'1.0 MILE EAST OF THE COMMUNITY OF EAST SIDE.
 GC2542'
 GC2542'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO SOUTH ON MAIN
 GC2542'STREET FOR ABOUT 50 YARDS TO CHURCH STREET, TURN RIGHT AND GO
 GC2542'SOUTHERLY ON CHURCH STREET (STATE HIGHWAY NO. 47) FOR 0.15 MILE TO
 GC2542'STATE HIGHWAY NO. 96, TURN RIGHT AND GO SOUTHEAST ON STATE
 GC2542'HIGHWAY NO. 96 FOR 2.0 MILES TO A CONCRETE BRIDGE OVER BEAVER DAM
 GC2542'CREEK, CONTINUE SOUTHEAST ON STATE HIGHWAY NO. 96 FOR 2.0 MILES
 GC2542'TO A OILED ROAD LEADING SHARP TO THE RIGHT, TURN RIGHT AND GO WEST ON
 GC2542'THE OILED ROAD FOR 0.15 MILE TO A FORK AND THE STATION AS
 GC2542'DESCRIBED.
 GC2542'
 GC2542'STATION MARK IS 129 FEET WEST OF THE INTERSECTION OF THE OILED ROAD
 GC2542'AND THE GRAVELED ROAD, 50 FEET NORTH OF THE CENTER OF THE OILED
 GC2542'ROAD, 19 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 3 FEET
 GC2542'EAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES ABOVE THE
 GC2542'SURFACE OF THE GROUND AND IS STAMPED EAST SIDE 1953.
 GC2542'
 GC2542'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF THE CENTER OF THE OILED ROAD
 GC2542'AND 3 FEET WEST OF A 6-INCH OAK TREE.  THE MARK PROJECTS 2 INCHES
 GC2542'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED EAST SIDE NO. 1 1953.
 GC2542'
 GC2542'TT 10 D (USGS) WAS USED AS REFERENCE MARK NO. 2.  THE MARK IS 59 FEET
 GC2542'WEST OF THE CENTER OF THE INTERSECTION OF THE OILED ROAD AND THE
 GC2542'GRAVELED ROAD, 20 FEET NORTH OF THE CENTER OF THE OILED ROAD AND 16
 GC2542'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.  THE MARK IS A
 GC2542'STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 6X6 INCH
 GC2542'CONCRETE POST, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GC2542'IS STAMPED TT STA NO. 10 D 1929.
 GC2542'
 GC2542'AZIMUTH MARK IS 49 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 96
 GC2542'AND 8 FEET EAST OF A 10-INCH OAK TREE.  THE MARK IS SET FLUSH
 GC2542'WITH THE SURFACE OF THE GROUND AND IS STAMPED EAST SIDE 1953 RESET
 GC2542'1959.
 GC2542'
 GC2542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE OILED ROAD
 GC2542'FOR 0.15 MILE TO STATE HIGHWAY NO. 96, CONTINUE STRAIGHT AHEAD ON
 GC2542'STATE HIGHWAY NO. 96 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GC2542'DESCRIBED.
 GC2542'
 GC2542'OBSERVATIONS WERE MADE FROM A 90-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0252 ***********************************************************************
 FC0252  DESIGNATION -  EATON
 FC0252  PID         -  FC0252
 FC0252  STATE/COUNTY-  TN/LOUDON
 FC0252  USGS QUAD   -  LENOIR CITY (1986)
 FC0252
 FC0252                         *CURRENT SURVEY CONTROL
 FC0252  ___________________________________________________________________
 FC0252* NAD 83(1995)-  35 50 23.65028(N)    084 16 49.65517(W)     ADJUSTED  
 FC0252* NAVD 88     -       317.044  (meters)    1040.17   (feet)  ADJUSTED  
 FC0252  ___________________________________________________________________
 FC0252  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FC0252  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0252  DYNAMIC HT  -         316.743 (meters)    1039.18  (feet)  COMP
 FC0252  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0252
 FC0252  HORZ ORDER  -  SECOND
 FC0252  VERT ORDER  -  SECOND    CLASS 0
 FC0252
 FC0252.The horizontal coordinates were established by classical geodetic methods
 FC0252.and adjusted by the National Geodetic Survey in April 1999..
 FC0252
 FC0252.The orthometric height was determined by differential leveling
 FC0252.and adjusted by the National Geodetic Survey in June 1991..
 FC0252
 FC0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0252
 FC0252.The geoid height was determined by GEOID03.
 FC0252
 FC0252.The dynamic height is computed by dividing the NAVD 88
 FC0252.geopotential number by the normal gravity value computed on the
 FC0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0252.degrees latitude (g = 980.6199 gals.).
 FC0252
 FC0252.The modeled gravity was interpolated from observed gravity values.
 FC0252
 FC0252;                    North         East     Units Scale Factor Converg.
 FC0252;SPC TN       -   168,517.022   755,336.842   MT  0.99994841   +1 00 24.1
 FC0252;SPC TN       -   552,876.26  2,478,134.29   sFT  0.99994841   +1 00 24.1
 FC0252;UTM  16      - 3,969,606.313   745,629.381   MT  1.00034352   +1 35 35.3
 FC0252
 FC0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0252!SPC TN       -   0.99995505  x   0.99994841  =   0.99990346
 FC0252!UTM  16      -   0.99995505  x   1.00034352  =   1.00029856
 FC0252
 FC0252|---------------------------------------------------------------------|
 FC0252| PID    Reference Object                     Distance      Geod. Az  |
 FC0252|                                                           dddmmss.s |
 FC0252| FC0253 EATON RM 1                            9.885 METERS 07040     |
 FC0252| FC0251 EATON RM 2                           10.659 METERS 24417     |
 FC0252| FC0250 EATON AZ MK                                        2481254.9 |
 FC0252|---------------------------------------------------------------------|
 FC0252
 FC0252                          SUPERSEDED SURVEY CONTROL
 FC0252
 FC0252  NAD 83(1995)-  35 50 23.65815(N)    084 16 49.65395(W) AD(       ) 2
 FC0252  NAD 83(1986)-  35 50 23.66389(N)    084 16 49.65206(W) AD(       ) 2
 FC0252  NAD 27      -  35 50 23.38500(N)    084 16 49.93920(W) AD(       ) 2
 FC0252  NGVD 29 (??/??/92)  317.150  (m)         1040.52   (f) ADJ UNCH    2 0
 FC0252
 FC0252.Superseded values are not recommended for survey control.
 FC0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0252.See file dsdata.txt to determine how the superseded data were derived.
 FC0252
 FC0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4562969606(NAD 83)
 FC0252_MARKER: DE = TRAVERSE STATION DISK
 FC0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0252_STAMPING: EATON 1961
 FC0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0252+STABILITY: SURFACE MOTION
 FC0252
 FC0252  HISTORY     - Date     Condition        Report By
 FC0252  HISTORY     - 1961     MONUMENTED       CGS
 FC0252  HISTORY     - 1961     GOOD             CGS
 FC0252  HISTORY     - 1980     GOOD             NGS
 FC0252
 FC0252                          STATION DESCRIPTION
 FC0252
 FC0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0252'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF LENOIR CITY AND ABOUT 1
 FC0252'MILE EAST OF EATON CROSSROAD ALONG THE SOUTH SIDE OF U.S.
 FC0252'HIGHWAY 70.
 FC0252'
 FC0252'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC0252'HIGHWAY 95 AT THE EATON SCHOOL, GO EAST ON U.S.  HIGHWAY 70 FOR
 FC0252'0.55 MILE TO THE AZIMUTH ON THE LEFT, CONTINUE FOR 0.25 MILE TO THE
 FC0252'STATION ON THE RIGHT JUST BEFORE REACHING ROYS TRUCK STOP ON THE
 FC0252'LEFT.
 FC0252'
 FC0252'THE STATION IS 28 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 4 FEET
 FC0252'NORTH OF A FENCE LINE AND 3.1 FEET NORTHEAST OF A WITNESS POST. IT
 FC0252'IS A STANDARD TRAVERSE DISK, FLUSH, AND IS STAMPED EATON 1961.
 FC0252'
 FC0252'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF U.S. HIGHWAY 70 AND 1 FOOT
 FC0252'NORTH OF A FENCE LINE. IT IS A STANDARD DISK, FLUSH, AND IS STAMPED
 FC0252'EATON NO. 1 1961.
 FC0252'
 FC0252'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF U.S. HIGHWAY 70 AND 1 FOOT
 FC0252'NORTH OF A FENCE LINE. IT IS A STANDARD DISK, FLUSH, AND IS STAMPED
 FC0252'EATON NO. 2 1961.
 FC0252'
 FC0252'THE AZIMUTH MARK IS 18 FEET NORTH OF U.S. HIGHWAY 70, 6 FEET SOUTH OF
 FC0252'A TELEPHONE POLE, 2 FEET NORTHEAST OF J.C.  SHINPAUGHS MAIL
 FC0252'BOX AND 1.9 FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK,
 FC0252'FLUSH, AND IS STAMPED EATON 1961.
 FC0252'
 FC0252'HEIGHT OF LIGHT ABOVE STATION MARK 2.14 METERS.
 FC0252
 FC0252                          STATION RECOVERY (1961)
 FC0252
 FC0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0252'0.8 MI E FROM EATON CROSSROADS.
 FC0252'FROM THE JUNCTION OF U.S. HIGHWAY AND STATE HIGHWAY 95 AT EATON
 FC0252'SCHOOL.  GO 0.8 MILE EAST ON U.S. HIGHWAY 70 TO THE STATION ON THE
 FC0252'RIGHT JUST BEFORE REACHING ROYS TRUCK STOP.  THE STATION MARK IS 28
 FC0252'FT. SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 4 FT. NORTH OF A FENCE
 FC0252'LINE AND 3.1 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FC0252'OF A CONCRETE POST SET FLUSH WITH THE GROUND AND ABOUT LEVEL
 FC0252'WITH THE HIGHWAY.
 FC0252
 FC0252                          STATION RECOVERY (1980)
 FC0252
 FC0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0250 ***********************************************************************
 FC0250  DESIGNATION -  EATON AZ MK
 FC0250  PID         -  FC0250
 FC0250  STATE/COUNTY-  TN/LOUDON
 FC0250  USGS QUAD   -  LENOIR CITY (1986)
 FC0250
 FC0250                         *CURRENT SURVEY CONTROL
 FC0250  ___________________________________________________________________
 FC0250* NAD 83(1986)-  35 50 18.     (N)    084 17 08.     (W)     SCALED    
 FC0250* NAVD 88     -       306.247  (meters)    1004.75   (feet)  ADJUSTED  
 FC0250  ___________________________________________________________________
 FC0250  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0250  DYNAMIC HT  -         305.956 (meters)    1003.79  (feet)  COMP
 FC0250  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 FC0250
 FC0250  VERT ORDER  -  SECOND    CLASS 0
 FC0250
 FC0250.The horizontal coordinates were scaled from a topographic map and have
 FC0250.an estimated accuracy of +/- 6 seconds.
 FC0250
 FC0250.The orthometric height was determined by differential leveling
 FC0250.and adjusted by the National Geodetic Survey in June 1991..
 FC0250
 FC0250.The geoid height was determined by GEOID03.
 FC0250
 FC0250.The dynamic height is computed by dividing the NAVD 88
 FC0250.geopotential number by the normal gravity value computed on the
 FC0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0250.degrees latitude (g = 980.6199 gals.).
 FC0250
 FC0250.The modeled gravity was interpolated from observed gravity values.
 FC0250
 FC0250;                    North         East    Units  Estimated Accuracy
 FC0250;SPC TN       -   168,340.      754,880.      MT  (+/- 180 meters Scaled)
 FC0250
 FC0250                          SUPERSEDED SURVEY CONTROL
 FC0250
 FC0250  NGVD 29 (??/??/92)  306.352  (m)         1005.09   (f) ADJ UNCH    2 0
 FC0250
 FC0250.Superseded values are not recommended for survey control.
 FC0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0250.See file dsdata.txt to determine how the superseded data were derived.
 FC0250
 FC0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE451694(NAD 83)
 FC0250_MARKER: DZ = AZIMUTH MARK DISK
 FC0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0250_STAMPING: EATON 1961
 FC0250_MARK LOGO: CGS   
 FC0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0250+STABILITY: SURFACE MOTION
 FC0250
 FC0250  HISTORY     - Date     Condition        Report By
 FC0250  HISTORY     - 1961     MONUMENTED       CGS
 FC0250  HISTORY     - 1980     GOOD             NGS
 FC0250
 FC0250                          STATION DESCRIPTION
 FC0250
 FC0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0250'0.6 MI E FROM EATON CROSSROADS.
 FC0250'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT EATON
 FC0250'SCHOOL, GO 0.55 MILE EAST ON U.S. HIGHWAY 70.  THE AZIMUTH MARK IS 18
 FC0250'FT. NORTH OF U.S. HIGHWAY 70, 6 FT. SOUTH OF TELEPHONE POLE, 2 FT.
 FC0250'NORTHEAST OF J.C. SHINPAUGHS MAIL BOX, AND 1.9 FT. SOUTHWEST OF
 FC0250'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FC0250'IS ABOUT LEVEL WITH THE HIGHWAY.
 FC0250
 FC0250                          STATION RECOVERY (1980)
 FC0250
 FC0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0253 ***********************************************************************
 FC0253  DESIGNATION -  EATON RM 1
 FC0253  PID         -  FC0253
 FC0253  STATE/COUNTY-  TN/LOUDON
 FC0253  USGS QUAD   -  LENOIR CITY (1986)
 FC0253
 FC0253                         *CURRENT SURVEY CONTROL
 FC0253  ___________________________________________________________________
 FC0253* NAD 83(1986)-  35 50 23.     (N)    084 16 49.     (W)     SCALED    
 FC0253* NAVD 88     -       316.916  (meters)    1039.75   (feet)  ADJUSTED  
 FC0253  ___________________________________________________________________
 FC0253  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0253  DYNAMIC HT  -         316.614 (meters)    1038.76  (feet)  COMP
 FC0253  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0253
 FC0253  VERT ORDER  -  SECOND    CLASS 0
 FC0253
 FC0253.The horizontal coordinates were scaled from a topographic map and have
 FC0253.an estimated accuracy of +/- 6 seconds.
 FC0253
 FC0253.The orthometric height was determined by differential leveling
 FC0253.and adjusted by the National Geodetic Survey in June 1991..
 FC0253
 FC0253.The geoid height was determined by GEOID03.
 FC0253
 FC0253.The dynamic height is computed by dividing the NAVD 88
 FC0253.geopotential number by the normal gravity value computed on the
 FC0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0253.degrees latitude (g = 980.6199 gals.).
 FC0253
 FC0253.The modeled gravity was interpolated from observed gravity values.
 FC0253
 FC0253;                    North         East    Units  Estimated Accuracy
 FC0253;SPC TN       -   168,500.      755,350.      MT  (+/- 180 meters Scaled)
 FC0253
 FC0253                          SUPERSEDED SURVEY CONTROL
 FC0253
 FC0253  NGVD 29 (??/??/92)  317.021  (m)         1040.09   (f) ADJ UNCH    2 0
 FC0253
 FC0253.Superseded values are not recommended for survey control.
 FC0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0253.See file dsdata.txt to determine how the superseded data were derived.
 FC0253
 FC0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE456695(NAD 83)
 FC0253_MARKER: DR = REFERENCE MARK DISK
 FC0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0253_STAMPING: EATON NO 1 1961
 FC0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0253+STABILITY: SURFACE MOTION
 FC0253
 FC0253  HISTORY     - Date     Condition        Report By
 FC0253  HISTORY     - 1961     MONUMENTED       CGS
 FC0253  HISTORY     - 1980     GOOD             NGS
 FC0253
 FC0253                          STATION DESCRIPTION
 FC0253
 FC0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0253'0.8 MI E FROM EATON CROSSROADS.
 FC0253'THIS MARK IS LOCATED AT THE EATON 1961 STATION SITE, 32.4 FT.
 FC0253'EAST OF THE STATION MARK, 32 FT. SOUTH OF THE CENTER OF U.S.
 FC0253'HIGHWAY 70, AND 1 FT. NORTH OF A FENCE.  THE DISK IS SET IN TOP
 FC0253'OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH
 FC0253'THE HIGHWAY.
 FC0253
 FC0253                          STATION RECOVERY (1980)
 FC0253
 FC0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0251 ***********************************************************************
 FC0251  DESIGNATION -  EATON RM 2
 FC0251  PID         -  FC0251
 FC0251  STATE/COUNTY-  TN/LOUDON
 FC0251  USGS QUAD   -  LENOIR CITY (1986)
 FC0251
 FC0251                         *CURRENT SURVEY CONTROL
 FC0251  ___________________________________________________________________
 FC0251* NAD 83(1986)-  35 50 23.     (N)    084 16 49.     (W)     SCALED    
 FC0251* NAVD 88     -       317.159  (meters)    1040.55   (feet)  ADJUSTED  
 FC0251  ___________________________________________________________________
 FC0251  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0251  DYNAMIC HT  -         316.857 (meters)    1039.56  (feet)  COMP
 FC0251  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0251
 FC0251  VERT ORDER  -  SECOND    CLASS 0
 FC0251
 FC0251.The horizontal coordinates were scaled from a topographic map and have
 FC0251.an estimated accuracy of +/- 6 seconds.
 FC0251
 FC0251.The orthometric height was determined by differential leveling
 FC0251.and adjusted by the National Geodetic Survey in June 1991..
 FC0251
 FC0251.The geoid height was determined by GEOID03.
 FC0251
 FC0251.The dynamic height is computed by dividing the NAVD 88
 FC0251.geopotential number by the normal gravity value computed on the
 FC0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0251.degrees latitude (g = 980.6199 gals.).
 FC0251
 FC0251.The modeled gravity was interpolated from observed gravity values.
 FC0251
 FC0251;                    North         East    Units  Estimated Accuracy
 FC0251;SPC TN       -   168,500.      755,350.      MT  (+/- 180 meters Scaled)
 FC0251
 FC0251                          SUPERSEDED SURVEY CONTROL
 FC0251
 FC0251  NGVD 29 (??/??/92)  317.265  (m)         1040.89   (f) ADJ UNCH    2 0
 FC0251
 FC0251.Superseded values are not recommended for survey control.
 FC0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0251.See file dsdata.txt to determine how the superseded data were derived.
 FC0251
 FC0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE456695(NAD 83)
 FC0251_MARKER: DR = REFERENCE MARK DISK
 FC0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0251_STAMPING: EATON NO 2 1961
 FC0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0251+STABILITY: SURFACE MOTION
 FC0251
 FC0251  HISTORY     - Date     Condition        Report By
 FC0251  HISTORY     - 1961     MONUMENTED       CGS
 FC0251  HISTORY     - 1980     GOOD             NGS
 FC0251
 FC0251                          STATION DESCRIPTION
 FC0251
 FC0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0251'0.8 MI E FROM EATON CROSSROADS.
 FC0251'THIS MARK IS LOCATED AT THE EATON 1961 STATION SITE, 35 FT.
 FC0251'WEST OF THE STATION MARK, 32 FT. SOUTH OF THE CENTER OF U.S.
 FC0251'HIGHWAY 70, AND 1 FT. NORTH OF A FENCE.  THE DISK IS SET IN TOP
 FC0251'OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 FC0251'THE HIGHWAY.
 FC0251
 FC0251                          STATION RECOVERY (1980)
 FC0251
 FC0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2246 ***********************************************************************
 FE2246  DESIGNATION -  EAVES
 FE2246  PID         -  FE2246
 FE2246  STATE/COUNTY-  TN/HARDIN
 FE2246  USGS QUAD   -  LOWRYVILLE (1972)
 FE2246
 FE2246                         *CURRENT SURVEY CONTROL
 FE2246  ___________________________________________________________________
 FE2246* NAD 83(1995)-  35 00 24.51570(N)    088 05 45.91021(W)     ADJUSTED  
 FE2246* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 FE2246  ___________________________________________________________________
 FE2246  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FE2246  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE2246
 FE2246  HORZ ORDER  -  SECOND
 FE2246
 FE2246.The horizontal coordinates were established by classical geodetic methods
 FE2246.and adjusted by the National Geodetic Survey in April 1999..
 FE2246
 FE2246.The orthometric height was scaled from a topographic map.
 FE2246
 FE2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2246
 FE2246.The geoid height was determined by GEOID03.
 FE2246
 FE2246;                    North         East     Units Scale Factor Converg.
 FE2246;SPC TN       -    76,772.619   408,672.699   MT  1.00005181   -1 13 37.7
 FE2246;SPC TN       -   251,878.17  1,340,787.01   sFT  1.00005181   -1 13 37.7
 FE2246;UTM  16      - 3,874,347.100   399,986.508   MT  0.99972328   -0 37 43.9
 FE2246
 FE2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2246!SPC TN       -   0.99997150  x   1.00005181  =   1.00002330
 FE2246!UTM  16      -   0.99997150  x   0.99972328  =   0.99969478
 FE2246
 FE2246                          SUPERSEDED SURVEY CONTROL
 FE2246
 FE2246  NAD 83(1995)-  35 00 24.51603(N)    088 05 45.90925(W) AD(       ) 2
 FE2246  NAD 83(1995)-  35 00 24.51599(N)    088 05 45.90917(W) AD(       ) 2
 FE2246  NAD 83(1995)-  35 00 24.52313(N)    088 05 45.90832(W) AD(       ) 2
 FE2246  NAD 83(1986)-  35 00 24.52307(N)    088 05 45.90705(W) AD(       ) 2
 FE2246  NAD 27      -  35 00 24.21500(N)    088 05 45.77400(W) AD(       ) 2
 FE2246
 FE2246.Superseded values are not recommended for survey control.
 FE2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2246.See file dsdata.txt to determine how the superseded data were derived.
 FE2246
 FE2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9998774347(NAD 83)
 FE2246_MARKER: DS = TRIANGULATION STATION DISK
 FE2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2246_STAMPING: EAVES 1934
 FE2246_MARK LOGO: CGS   
 FE2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2246+STABILITY: SURFACE MOTION
 FE2246
 FE2246  HISTORY     - Date     Condition        Report By
 FE2246  HISTORY     - 1934     MONUMENTED       CGS
 FE2246  HISTORY     - 1949     GOOD             TVA
 FE2246  HISTORY     - 1957     GOOD             CGS
 FE2246  HISTORY     - 1962     GOOD             CGS
 FE2246  HISTORY     - 1972     GOOD             TVA
 FE2246
 FE2246                          STATION DESCRIPTION
 FE2246
 FE2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FE2246'ABOUT 6-1/2 MILES NORTH-NORTHWEST OF WATERLOO, ALA., 6 MILES EAST OF
 FE2246'TENNESSEE RIVER, ON TENNESSEE-ALABAMA STATE BOUNDARY LINE,
 FE2246'AND AT NORTHWEST CORNER OF LAND OWNED BY J. R. EAVES. TO REACH FROM
 FE2246'POST OFFICE AT WATERLOO, GO NORTH 2 BLOCKS, EAST 1 BLOCK,
 FE2246'NORTH 1 BLOCK TO 2 SMALL STORES, FOLLOW ROAD NORTH UP BUMPASS CREEK
 FE2246'0.7 MILE TO FORK, FOLLOW LEFT FORK AND CONTINUE ALONG
 FE2246'BUMPASS CREEK 5.2 MILES TO ANOTHER FORK, TURN LEFT, GO 2.0 MILES TO
 FE2246'SIDE ROAD LEADING LEFT (SOUTH) AT J.B. HIGHLANDS HOUSE, TURN
 FE2246'NORTH HERE, FOLLOW EAST SIDE OF FENCE, PASS THROUGH BOARD GATE
 FE2246'AND CONTINUE ALONG EAST SIDE OF FENCE 0.2 MILES TO STATION SITE ON
 FE2246'WEST SIDE OF FENCE. STATION IS APPROXIMATELY ON
 FE2246'RANGE WITH NORTH PROLONGATION OF J.R. EAVES WEST BOUNDARY FENCE, 59.5
 FE2246'FEET SOUTHEAST OF 16-INCH OAK TREE, 50.5 FEET WEST OF 12-INCH
 FE2246'PINE TREE, 29.0 FEET NORTH OF 12-INCH OAK TREE, AND AT DIVIDING LINE
 FE2246'OF WOODED LAND TO EAST AND PLOUGHED LAND TO WEST. MARK
 FE2246'WAS ESTABLISHED BY COUNTY SURVEYOR OF LAUDERDALE COUNTY, ALA.,
 FE2246'AS STATE BOUNDARY MARKER, AND WAS RE-MARKED IN 1934 WITH STANDARD
 FE2246'STATION DISKS IN CONCRETE.
 FE2246
 FE2246                          STATION RECOVERY (1949)
 FE2246
 FE2246'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (PHE)
 FE2246'STATION WAS RECOVERED IN GOOD CONDITION.
 FE2246'
 FE2246'STATION IS LOCATED 6.5 MILES NW OF WATERLOO, ALABAMA. THE DISK IS
 FE2246'STAMPED EAVES 1934.
 FE2246'
 FE2246'A STEEL POST IS SET 2 FEET E OF THE MARK.
 FE2246'
 FE2246'REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FE2246
 FE2246                          STATION RECOVERY (1957)
 FE2246
 FE2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 FE2246'THE STATION WAS RECOVERED AS DESCRIBED BY G.L. ANDERSON IN 1934 AND
 FE2246'THE MARK WAS FOUND IN GOOD CONDITION.
 FE2246'
 FE2246'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FE2246'HIGHWAY 69 IN SAVANNAH GO SOUTH ON HIGHWAY 69 FOR 11.3 MILES
 FE2246'TO A BRIDGE, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A SIDE ROAD
 FE2246'RIGHT AND SIGN HART BOAT DOCKS-12 MILES, TURN RIGHT AND GO
 FE2246'SOUTHWEST FOR 4.2 MILES TO A SIDE ROAD RIGHT JUST AFTER CROSSING A
 FE2246'BRIDGE, CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO A FORK,
 FE2246'TAKE THE RIGHT ROAD AND GO 0.5 MILE TO A FORK, TAKE THE RIGHT ROAD
 FE2246'AND GO 1.6 MILES TO EAVES GROCERY STORE AT A CROSSROAD, BEAR
 FE2246'RIGHT AND GO 0.3 MILE TO A FARM HOUSE ON THE LEFT AND A
 FE2246'FENCE ON THE RIGHT, PACK NORTH ALONG THE EAST EDGE OF A CULTIVATED
 FE2246'FIELD FOR ABOUT 0.3 MILE TO THE STATION IN THE NORTHEAST
 FE2246'CORNER ON THE FIELD.
 FE2246'
 FE2246'NOTE-IN DRY WEATHER IT WOULD BE POSSIBLE TO DRIVE THE LAST MENTIONED
 FE2246'0.3 MILE EITHER THROUGH THE FIELD ALONG THE FENCE LINE OR
 FE2246'THROUGH MR. EAVES PROPERTY TO THE EAST.
 FE2246
 FE2246                          STATION RECOVERY (1962)
 FE2246
 FE2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FE2246'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. DUE TO CHANGES
 FE2246'IN THE ROADS IN THIS VICINITY, THE ORIGINAL DESCRIPTION AND
 FE2246'THE 1957 RECOVERY NOTE ARE NO LONGER ADEQUATE. FOLLOWING IS A NEW AND
 FE2246'COMPLETE DESCRIPTION.
 FE2246'
 FE2246'THE STATION IS ON THE PROPERTY OF MRS. J. R. EAVES, ABOUT 9 MILES
 FE2246'SOUTHEAST OF PICKWICK DAM ON THE TENNESSEE RIVER, 6-1/2
 FE2246'MILES NORTH-NORTHWEST OF WATERLOO, ALABAMA, AND ON THE
 FE2246'TENNESSEE-ALABAMA STATE BOUNDARY LINE.
 FE2246'
 FE2246'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE HARDIN COUNTY
 FE2246'COURTHOUSE SQUARE IN SAVANNAH, GO EAST ON U. S. HIGHWAY 64
 FE2246'FOR 0.35 MILE TO THE TRAFFIC LIGHT AT THE JUNCTION OF STATE ROUTE 69.
 FE2246'HERE TURN RIGHT AND GO SOUTHEASTERLY ON STATE ROUTE 69 FOR
 FE2246'12.3 MILES TO A GRAVELED T ROAD RIGHT (WATERLOO ROAD), TURN RIGHT AND
 FE2246'FOLLOW THIS WINDING, GRAVELED ROAD IN A GENERALLY
 FE2246'SOUTH-SOUTHWESTERLY DIRECTION FOR 4.1 MILES TO A T ROAD LEFT JUST
 FE2246'BEFORE CROSSING A SMALL BRIDGE, KEEP RIGHT AND CONTINUE FOR
 FE2246'0.3 MILE TO A T ROAD RIGHT, KEEP LEFT AND CONTINUE 1.15
 FE2246'MILES TO A T ROAD LEFT. HERE KEEP RIGHT AND CONTINUE
 FE2246'SOUTH-SOUTHEASTERLY FOR 0.6 MILE TO A T ROAD RIGHT, TURN
 FE2246'RIGHT, SOUTHERLY, FOR 1.2 MILES TO THE CURRY GROCERY ON THE RIGHT,
 FE2246'CONTINUE SOUTH FOR 0.4 MILE TO A CROSSROAD AND THE EAVES
 FE2246'GROCERY ON THE RIGHT IN THE NORTHWEST ANGLE. HERE TURN RIGHT AND GO
 FE2246'WEST ON A GRAVELED ROAD FOR 0.35 MILE TO A HOUSE ON THE LEFT
 FE2246'AND A WIRE GATE ON THE RIGHT, TURN RIGHT, PASSING THROUGH THIS WIRE
 FE2246'GATE AND GO NORTH ALONG THE WEST SIDE OF A FENCE
 FE2246'AT THE EAST EDGE OF A FIELD FOR 0.25 MILE TO THE STATION IN A
 FE2246'NORTHEAST FENCE CORNER AT EDGE OF WOODS.
 FE2246'
 FE2246'THE STATION IS 1.6 FEET WEST OF A METAL WITNESS POST AND TVA SIGN,
 FE2246'1.0 FOOT WEST OF A NORTH-SOUTH FENCE AND 0.5 OF A FOOT SOUTH
 FE2246'OF AN EAST-WEST FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2246'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 9 INCHES AND
 FE2246'THE DISK IS STAMPED EAVES 1934.
 FE2246
 FE2246                          STATION RECOVERY (1972)
 FE2246
 FE2246'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JOG)
 FE2246'CONDITION OF POINT WHEN FOUND GOOD.
 FE2246'
 FE2246'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT EAVES 1934.
 FE2246'
 FE2246'DESCRIPTIONS AND REF GOOD IN BULLETIN.
 FE2246'
 FE2246'DISTANCE AND DIRECTION FROM NEAREST TOWN 6-1/2 MI NW OF
 FE2246'WATERLOO ALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2492 ***********************************************************************
 FE2492  DESIGNATION -  EBENEZER
 FE2492  PID         -  FE2492
 FE2492  STATE/COUNTY-  TN/FAYETTE
 FE2492  USGS QUAD   -  SOMERVILLE (1981)
 FE2492
 FE2492                         *CURRENT SURVEY CONTROL
 FE2492  ___________________________________________________________________
 FE2492* NAD 83(1995)-  35 08 31.92846(N)    089 21 01.93900(W)     ADJUSTED  
 FE2492* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 FE2492  ___________________________________________________________________
 FE2492  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2492  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2492
 FE2492  HORZ ORDER  -  SECOND
 FE2492
 FE2492.The horizontal coordinates were established by classical geodetic methods
 FE2492.and adjusted by the National Geodetic Survey in April 1999..
 FE2492
 FE2492.The orthometric height was scaled from a topographic map.
 FE2492
 FE2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2492
 FE2492.The geoid height was determined by GEOID03.
 FE2492
 FE2492;                    North         East     Units Scale Factor Converg.
 FE2492;SPC TN       -    94,971.109   294,718.858   MT  1.00002077   -1 57 41.5
 FE2492;SPC TN       -   311,584.38    966,923.45   sFT  1.00002077   -1 57 41.5
 FE2492;UTM  16      - 3,891,342.139   285,860.764   MT  1.00016517   -1 21 12.6
 FE2492
 FE2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2492!SPC TN       -   0.99997656  x   1.00002077  =   0.99999733
 FE2492!UTM  16      -   0.99997656  x   1.00016517  =   1.00014172
 FE2492
 FE2492:                Primary Azimuth Mark                     Grid Az
 FE2492:SPC TN       -  SOMERVILLE MUNICIPAL TANK                003 24 11.6
 FE2492:UTM  16      -  SOMERVILLE MUNICIPAL TANK                002 47 42.7
 FE2492
 FE2492|---------------------------------------------------------------------|
 FE2492| PID    Reference Object                     Distance      Geod. Az  |
 FE2492|                                                           dddmmss.s |
 FE2492| FE2493 SOMERVILLE MUNICIPAL TANK           APPROX.11.3 KM 0012630.1 |
 FE2492| CG3987 EBENEZER RM 1                        19.344 METERS 02025     |
 FE2492| CG3988 EBENEZER RM 2                        48.506 METERS 04521     |
 FE2492| FE2498 WILLISTON LOT WT 29                 137.656 METERS 06444     |
 FE2492| CG3986 EBENEZER AZ MK                                     2394638.2 |
 FE2492| FE2500 GILLESPIE                           APPROX.11.6 KM 2580645.7 |
 FE2492| FE2536 MACON RAD STA KID 58 MAST           APPROX.14.5 KM 2814215.6 |
 FE2492|---------------------------------------------------------------------|
 FE2492
 FE2492                          SUPERSEDED SURVEY CONTROL
 FE2492
 FE2492  NAD 83(1995)-  35 08 31.92911(N)    089 21 01.93913(W) AD(       ) 2
 FE2492  NAD 83(1995)-  35 08 31.93126(N)    089 21 01.93887(W) AD(       ) 2
 FE2492  NAD 83(1986)-  35 08 31.94082(N)    089 21 01.93916(W) AD(       ) 2
 FE2492  NAD 27      -  35 08 31.62400(N)    089 21 01.68300(W) AD(       ) 2
 FE2492
 FE2492.Superseded values are not recommended for survey control.
 FE2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2492.See file dsdata.txt to determine how the superseded data were derived.
 FE2492
 FE2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8586191342(NAD 83)
 FE2492_MARKER: DS = TRIANGULATION STATION DISK
 FE2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2492+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 FE2492
 FE2492  HISTORY     - Date     Condition        Report By
 FE2492  HISTORY     - 1914     MONUMENTED       CGS
 FE2492  HISTORY     - 1934     GOOD             CGS
 FE2492  HISTORY     - 1958     GOOD             CGS
 FE2492  HISTORY     - 20060430 GOOD             GEOCAC
 FE2492
 FE2492                          STATION DESCRIPTION
 FE2492
 FE2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2492'ABOUT 7 MILES NORTHEAST OF MOSCOW, ABOUT 2 MILES SOUTHEAST OF
 FE2492'WILLISTON (TOWN ON MOSCOW-SOMERVILLE BRANCH OF SOUTHERN RAILWAY),
 FE2492'50 METERS (164 FEET) SOUTHWEST OF EBENEZER CHURCH, ON HIGHEST HILL IN
 FE2492'VICINITY, ABOUT 10 METERS (33 FEET) EAST OF SOUTHERLY BEND IN
 FE2492'WAGON ROAD PASSING OVER HILL AND SAME DISTANCE SOUTHWEST OF
 FE2492'CHURCHYARD GATE. TO REACH FROM A POINT ON STATE ROUTE 76 WHICH IS
 FE2492'6.65 MILES SOUTH OF FAYETTE COUNTY COURTHOUSE IN SOMERVILLE, 6.55
 FE2492'MILES NORTH OF T-JUNCTION AT MOSCOW, AND 0.45 MILE SOUTH OF
 FE2492'T-JUNCTION LEADING TO WILLISTON, TURN ONTO DIRT T-ROAD AND GO
 FE2492'SOUTHEAST 1.65 MILES TO STATION SITE. SURFACE AND UNDERGROUND
 FE2492'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2492'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2492'NO. 1 IS ON CHURCH PROPERTY, 30 METERS (98 FEET) WEST OF CHURCH,
 FE2492'18 FEET NORTH OF CHURCHYARD FENCE, AND 19.34 METERS (63.5 FEET) FROM
 FE2492'STATION.  NO. 2 IS AT NORTHWEST CORNER OF
 FE2492'CHURCH AND 48.48 METERS (159.1 FEET) FROM STATION.
 FE2492'WEST GABLE END OF EBENEZER CHURCH IS 47 METERS (154
 FE2492'FEET) FROM STATION N 49 DEG 58 MIN E.
 FE2492
 FE2492                          STATION RECOVERY (1958)
 FE2492
 FE2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2492'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 FE2492'CONDITION.
 FE2492'
 FE2492'A NEW DESCRIPTION FOLLOWS-
 FE2492'
 FE2492'THE STATION IS ABOUT 7 MILES SOUTH OF SOMERVILLE AND 7 MILES
 FE2492'NORTH-NORTHEAST OF MOSCOW, ON THE HIGHEST HILL IN THE VICINITY,
 FE2492'ON THE EBENEZER CHURCH GROUNDS. IT IS 154 FEET WEST OF THE WEST GABLE
 FE2492'OF CHURCH (PICTURE POINT), 31 FEET SOUTHWEST OF THE SOUTH BRICK
 FE2492'GATE POST AT THE SOUTHWEST CORNER OF THE CEMETARY, 22 FEET SOUTH OF
 FE2492'THE CENTER LINE OF A GRAVEL ROAD, 40 FEET NORTHEAST OF A WIRE
 FE2492'FENCE, AND 6 FEET NORTH-NORTHWEST OF A WHITE WITNESS POST. STATION
 FE2492'MARK IS A STANDARD DISK IN A CONCRETE MONUMENT, STAMPED EBENEZER
 FE2492'1914, AND PROJECTS 3 INCHES ABOVE GROUND.
 FE2492'
 FE2492'TO REACH FROM FAYETTE COUNTY COURTHOUSE IN SOMERVILLE GO 6.20 MILES
 FE2492'SOUTH ON STATE ROUTE 76 TO A T JUNCTION ON THE RIGHT LEADING TO
 FE2492'WILLISTON, CONTINUE SOUTH ON 76 FOR 0.45 MILES TO A DIRT ROAD ON THE
 FE2492'LEFT JUST NORTH OF A SMALL STORE. GO EAST AND SOUTHEAST FOR 1.65
 FE2492'MILES, KEEPING RIGHT AT A T ROAD, AND TURN RIGHT INTO CHURCH ROAD
 FE2492'BEFORE REACHING CHURCH, TO STATION ON RIGHT. TO REACH AZIMUTH MARK
 FE2492'GO THRU WIRE GATE EAST OF STATION AND TURN RIGHT 180 DEGREES, GO WEST
 FE2492'ALONG FENCE FOR 0.10 MILES TO FENCE CORNER, TURN LEFT AND GO SOUTH
 FE2492'ALONG FENCE FOR 0.10 MILES TO STATION.
 FE2492'
 FE2492'REFERENCE MARK 1 IS 32 FEET NORTH OF A CEMETERY FENCE, 9 FEET EAST OF
 FE2492'A CEMETERY FENCE, 103 FEET WEST OF THE CHURCH, 19 FEET SOUTHWEST
 FE2492'OF TWO 16 INCH CEDAR TREES. IT IS A STANDARD DISK IN A CONCRETE
 FE2492'MONUMENT, STAMPED EBENEZER NO. 1 1914, AND PROJECTS 3 INCHES ABOVE
 FE2492'GROUND.
 FE2492'
 FE2492'REFERENCE MARK 2 IS AT THE NORTHWEST CORNER OF THE CHURCH. IT IS A
 FE2492'STANDARD DISK IN A CONCRETE MONUMENT, STAMPED EBENEZER NO. 2
 FE2492'1914, AND IS FLUSH WITH THE GROUND.
 FE2492'
 FE2492'AZIMUTH MARK IS 0.15 MILES SOUTHWEST OF THE STATION, 106 FEET NORTH
 FE2492'OF THE CENTER OF OVERHEAD POWER LINES, 44 FEET NORTHWEST OF A
 FE2492'14 INCH OAK TREE, 11 FEET EAST OF A FENCE, AND 2 FEET NORTHEAST OF A
 FE2492'WHITE WITNESS POST. IT IS A STANDARD DISK IN A CONCRETE MONUMENT, AND
 FE2492'IS FLUSH WITH THE GROUND.
 FE2492'
 FE2492'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2492
 FE2492                          STATION RECOVERY (2006)
 FE2492
 FE2492'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2492'MARK, REFERENCE 1 AND REFERENCE 2 RECOVERED AS DESCRIBED.  COULD NOT
 FE2492'SEARCH FOR AZIMUTH MARK DUE TO LOCKED GATE.  1958 DESCRIPTION IS
 FE2492'PERFECT, ALL MARKS ARE EASY TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1680 ***********************************************************************
 FC1680  DESIGNATION -  EBLEN
 FC1680  PID         -  FC1680
 FC1680  STATE/COUNTY-  TN/LOUDON
 FC1680  USGS QUAD   -  LENOIR CITY (1986)
 FC1680
 FC1680                         *CURRENT SURVEY CONTROL
 FC1680  ___________________________________________________________________
 FC1680* NAD 83(1995)-  35 49 21.78600(N)    084 17 48.85567(W)     ADJUSTED  
 FC1680* NAVD 88     -       371.8    (meters)    1220.     (feet)  VERTCON   
 FC1680  ___________________________________________________________________
 FC1680  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FC1680  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC1680
 FC1680  HORZ ORDER  -  SECOND
 FC1680
 FC1680.The horizontal coordinates were established by classical geodetic methods
 FC1680.and adjusted by the National Geodetic Survey in April 1999..
 FC1680
 FC1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1680
 FC1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1680
 FC1680.The geoid height was determined by GEOID03.
 FC1680
 FC1680;                    North         East     Units Scale Factor Converg.
 FC1680;SPC TN       -   166,584.710   753,884.627   MT  0.99994842   +0 59 49.4
 FC1680;SPC TN       -   546,536.67  2,473,369.81   sFT  0.99994842   +0 59 49.4
 FC1680;UTM  16      - 3,967,658.485   744,196.450   MT  1.00033487   +1 34 58.3
 FC1680
 FC1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1680!SPC TN       -   0.99994646  x   0.99994842  =   0.99989488
 FC1680!UTM  16      -   0.99994646  x   1.00033487  =   1.00028131
 FC1680
 FC1680:                Primary Azimuth Mark                     Grid Az
 FC1680:SPC TN       -  EBLEN AZ MK                              060 18 10.3
 FC1680:UTM  16      -  EBLEN AZ MK                              059 43 01.4
 FC1680
 FC1680|---------------------------------------------------------------------|
 FC1680| PID    Reference Object                     Distance      Geod. Az  |
 FC1680|                                                           dddmmss.s |
 FC1680| FC0254 EBLEN AZ MK                         APPROX. 1.5 KM 0611759.7 |
 FC1680| DE5093 EBLEN RM 1                           15.002 METERS 17536     |
 FC1680| DE5094 EBLEN RM 2                           26.833 METERS 26546     |
 FC1680|---------------------------------------------------------------------|
 FC1680
 FC1680                          SUPERSEDED SURVEY CONTROL
 FC1680
 FC1680  NAD 83(1995)-  35 49 21.79343(N)    084 17 48.85469(W) AD(       ) 2
 FC1680  NAD 83(1986)-  35 49 21.79910(N)    084 17 48.85285(W) AD(       ) 2
 FC1680  NAD 27      -  35 49 21.52340(N)    084 17 49.13630(W) AD(       ) 2
 FC1680  NGVD 29 (07/19/86)  371.9    (m)         1220.     (f) VERT ANG       
 FC1680
 FC1680.Superseded values are not recommended for survey control.
 FC1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1680.See file dsdata.txt to determine how the superseded data were derived.
 FC1680
 FC1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4419667658(NAD 83)
 FC1680_MARKER: DE = TRAVERSE STATION DISK
 FC1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1680
 FC1680  HISTORY     - Date     Condition        Report By
 FC1680  HISTORY     - 1961     MONUMENTED       CGS
 FC1680
 FC1680                          STATION DESCRIPTION
 FC1680
 FC1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1680'THE STATION IS LOCATED ON THE PROPERTY OF MR. JAMES EBLEN, ABOUT
 FC1680'2-1/2 MILES NORTHWEST LENOIR CITY, ABOUT 1 MILE SOUTH OF EATON
 FC1680'CROSSROAD AND ON A KNOLL LOCALLY KNOW AS LITTLE MOUNTAIN.
 FC1680'
 FC1680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC1680'HIGHWAY 95 AT EATON CROSSROAD WHICH IS WEST OF KNOXVILLE ABOUT
 FC1680'24 MILES, GO SOUTH ON STATE HIGHWAY 95 FOR 0.4 MILE TO A SIDE ROAD ON
 FC1680'THE LEFT AT A BRICK CHURCH ON THE LEFT*, CONTINUE STRAIGHT AHEAD FOR
 FC1680'0.3 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.9 MILE TO A
 FC1680'GATE ON THE LEFT AND A WHITE FRAME HOUSE ON THE RIGHT, TURN LEFT
 FC1680'THROUGH GATE KEEPING TO THE LEFT AROUND PLOWED FIELD, THEN
 FC1680'SOUTHEAST ACROSS PASTURE 0.2 MILE TO ANOTHER GATE AT THE EDGE OF THE
 FC1680'TIMBER, PASS THROUGH GATE, CONTINUE SOUTHEASTERLY THROUGH WOODS TO
 FC1680'THE TOP OF THE KNOLL, A DISTANCE OF ABOUT 0.1 MILE AND THE STATION
 FC1680'
 FC1680'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED EBLEN 1961, SET
 FC1680'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH. IT IS 45
 FC1680'FEET WEST OF A WIRE FENCE AND 2.2 FEET WEST OF A WITNESS SIGN.
 FC1680'
 FC1680'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED EBLEN NO. 1 1961,
 FC1680'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.  THE BEDROCK
 FC1680'PROJECTS 3 INCHES. IT IS 69 FEET WEST OF A WIRE FENCE, 49.7 FEET
 FC1680'SOUTH OF A WITNESS SIGN AND 13 FEET NORTH OF A 18-INCH TRIANGULAR
 FC1680'BLAZED TREE.
 FC1680'
 FC1680'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED EBLEN NO. 2 1961,
 FC1680'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.  THE BEDROCK
 FC1680'PROJECTS 8 INCHES ON THE WESTERN SIDE. IT IS 90.4 FEET WEST OF A
 FC1680'WITNESS SIGN, 19 FEET NORTHEAST OF A 18- INCH TRIANGULAR BLAZED
 FC1680'TREE AND SET ON THE WESTERN SLOPE OF HILL ABOUT 4 FEET LOWER THAN THE
 FC1680'STATION MARK.
 FC1680'
 FC1680'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EBLEN 1961, SET IN A
 FC1680'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS 33 FEET
 FC1680'NORTH OF THE CENTER OF A GRAVELED ROAD AND 2.4 FEET NORTH OF A
 FC1680'WITNESS SIGN.
 FC1680'
 FC1680'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FC1680'
 FC1680'*TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT AT BRICK CHURCH,
 FC1680'TURN LEFT AND GO 0.15 MILE TO A FORK, KEEP RIGHT AND GO 0.2 MILE TO A
 FC1680'FORK, KEEP RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FC1680'DESCRIBED.
 FC1680'
 FC1680'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0254 ***********************************************************************
 FC0254  DESIGNATION -  EBLEN AZ MK
 FC0254  PID         -  FC0254
 FC0254  STATE/COUNTY-  TN/LOUDON
 FC0254  USGS QUAD   -  LENOIR CITY (1986)
 FC0254
 FC0254                         *CURRENT SURVEY CONTROL
 FC0254  ___________________________________________________________________
 FC0254* NAD 83(1995)-  35 49 45.41939(N)    084 16 55.84076(W)     ADJUSTED  
 FC0254* NAVD 88     -       281.884  (meters)     924.81   (feet)  ADJUSTED  
 FC0254  ___________________________________________________________________
 FC0254  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 FC0254  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FC0254  DYNAMIC HT  -         281.616 (meters)     923.94  (feet)  COMP
 FC0254  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 FC0254
 FC0254  HORZ ORDER  -  SECOND
 FC0254  VERT ORDER  -  SECOND    CLASS 0
 FC0254
 FC0254.The horizontal coordinates were established by classical geodetic methods
 FC0254.and adjusted by the National Geodetic Survey in April 1999..
 FC0254
 FC0254.The orthometric height was determined by differential leveling
 FC0254.and adjusted by the National Geodetic Survey in June 1991..
 FC0254
 FC0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0254
 FC0254.The geoid height was determined by GEOID03.
 FC0254
 FC0254.The dynamic height is computed by dividing the NAVD 88
 FC0254.geopotential number by the normal gravity value computed on the
 FC0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0254.degrees latitude (g = 980.6199 gals.).
 FC0254
 FC0254.The modeled gravity was interpolated from observed gravity values.
 FC0254
 FC0254;                    North         East     Units Scale Factor Converg.
 FC0254;SPC TN       -   167,336.221   755,202.320   MT  0.99994840   +1 00 20.5
 FC0254;SPC TN       -   549,002.25  2,477,692.94   sFT  0.99994840   +1 00 20.5
 FC0254;UTM  16      - 3,968,423.730   745,506.900   MT  1.00034278   +1 35 30.2
 FC0254
 FC0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0254!SPC TN       -   0.99996057  x   0.99994840  =   0.99990897
 FC0254!UTM  16      -   0.99996057  x   1.00034278  =   1.00030334
 FC0254
 FC0254:                Primary Azimuth Mark                     Grid Az
 FC0254:SPC TN       -  EBLEN                                    240 18 10.3
 FC0254:UTM  16      -  EBLEN                                    239 43 00.6
 FC0254
 FC0254|---------------------------------------------------------------------|
 FC0254| PID    Reference Object                     Distance      Geod. Az  |
 FC0254|                                                           dddmmss.s |
 FC0254| FC1680 EBLEN                               APPROX. 1.5 KM 2411830.8 |
 FC0254|---------------------------------------------------------------------|
 FC0254
 FC0254                          SUPERSEDED SURVEY CONTROL
 FC0254
 FC0254  NAD 83(1995)-  35 49 45.42694(N)    084 16 55.83965(W) AD(       ) 2
 FC0254  NAD 83(1986)-  35 49 45.43261(N)    084 16 55.83782(W) AD(       ) 2
 FC0254  NAD 27      -  35 49 45.15690(N)    084 16 56.12280(W) AD(       ) 2
 FC0254  NGVD 29 (??/??/92)  281.992  (m)          925.17   (f) ADJ UNCH    2 0
 FC0254
 FC0254.Superseded values are not recommended for survey control.
 FC0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0254.See file dsdata.txt to determine how the superseded data were derived.
 FC0254
 FC0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4550768424(NAD 83)
 FC0254_MARKER: DZ = AZIMUTH MARK DISK
 FC0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0254_STAMPING: EBLEN 1961
 FC0254_MARK LOGO: CGS   
 FC0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0254+STABILITY: SURFACE MOTION
 FC0254
 FC0254  HISTORY     - Date     Condition        Report By
 FC0254  HISTORY     - 1961     MONUMENTED       CGS
 FC0254  HISTORY     - 1961     GOOD             CGS
 FC0254
 FC0254                          STATION DESCRIPTION
 FC0254
 FC0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0254'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC0254'HIGHWAY 95 AT EATON CROSSROAD WHICH IS WEST OF KNOXVILLE ABOUT
 FC0254'24 MILES, GO SOUTH ON STATE HIGHWAY 95 FOR 0.4 MILE TO A SIDE ROAD ON
 FC0254'THE LEFT AT A BRICK CHURCH ON THE LEFT,
 FC0254'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT AT BRICK CHURCH,
 FC0254'TURN LEFT AND GO 0.15 MILE TO A FORK, KEEP RIGHT AND GO 0.2 MILE TO A
 FC0254'FORK, KEEP RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FC0254'DESCRIBED.
 FC0254'
 FC0254'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EBLEN 1961, SET IN A
 FC0254'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS 33 FEET
 FC0254'NORTH OF THE CENTER OF A GRAVELED ROAD AND 2.4 FEET NORTH OF A
 FC0254'WITNESS SIGN.
 FC0254
 FC0254                          STATION RECOVERY (1961)
 FC0254
 FC0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0254'1 MI SE FROM EATON CROSSROADS.
 FC0254'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 95 AT
 FC0254'EATON SCHOOL, GO 0.4 MILE SOUTH ON STATE HIGHWAY 95, THEN 0.15
 FC0254'MILE EAST TO A FORK, KEEP RIGHT AND GO 0.2 MILE TO A FORK,
 FC0254'KEEP RIGHT AND GO 0.2 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH
 FC0254'MARK IS 33 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 FC0254'2.4 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FC0254'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 4 FT. ABOVE
 FC0254'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3535 ***********************************************************************
 GA3535  DESIGNATION -  ED
 GA3535  PID         -  GA3535
 GA3535  STATE/COUNTY-  TN/CLAIBORNE
 GA3535  USGS QUAD   -  CLOUDS (1952)
 GA3535
 GA3535                         *CURRENT SURVEY CONTROL
 GA3535  ___________________________________________________________________
 GA3535* NAD 83(1995)-  36 23 09.70712(N)    083 42 51.78900(W)     ADJUSTED  
 GA3535* NAVD 88     -       457.5    (meters)    1501.     (feet)  VERTCON   
 GA3535  ___________________________________________________________________
 GA3535  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 GA3535  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA3535
 GA3535  HORZ ORDER  -  SECOND
 GA3535
 GA3535.The horizontal coordinates were established by classical geodetic methods
 GA3535.and adjusted by the National Geodetic Survey in April 1999..
 GA3535
 GA3535.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3535
 GA3535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3535
 GA3535.The geoid height was determined by GEOID03.
 GA3535
 GA3535;                    North         East     Units Scale Factor Converg.
 GA3535;SPC TN       -   230,143.504   805,050.651   MT  0.99999471   +1 20 17.1
 GA3535;SPC TN       -   755,062.48  2,641,237.01   sFT  0.99999471   +1 20 17.1
 GA3535;UTM  17      - 4,030,188.897   256,529.485   MT  1.00033041   -1 36 39.7
 GA3535
 GA3535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3535!SPC TN       -   0.99993301  x   0.99999471  =   0.99992772
 GA3535!UTM  17      -   0.99993301  x   1.00033041  =   1.00026340
 GA3535
 GA3535|---------------------------------------------------------------------|
 GA3535| PID    Reference Object                     Distance      Geod. Az  |
 GA3535|                                                           dddmmss.s |
 GA3535| DB9236 ED RM 1                              10.080 METERS 03954     |
 GA3535| GA2513 ED AZ MK                            APPROX. 1.6 KM 0610903.6 |
 GA3535| DB9237 ED RM 2                               8.583 METERS 21853     |
 GA3535|---------------------------------------------------------------------|
 GA3535
 GA3535                          SUPERSEDED SURVEY CONTROL
 GA3535
 GA3535  NAD 83(1995)-  36 23 09.71079(N)    083 42 51.79076(W) AD(       ) 2
 GA3535  NAD 83(1995)-  36 23 09.71075(N)    083 42 51.78602(W) AD(       ) 2
 GA3535  NAD 83(1995)-  36 23 09.71599(N)    083 42 51.79066(W) AD(       ) 2
 GA3535  NAD 83(1986)-  36 23 09.71883(N)    083 42 51.78954(W) AD(       ) 2
 GA3535  NAD 27      -  36 23 09.42606(N)    083 42 52.11107(W) AD(       ) 2
 GA3535  NGVD 29 (07/19/86)  457.6    (m)         1501.     (f) VERT ANG       
 GA3535
 GA3535.Superseded values are not recommended for survey control.
 GA3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3535.See file dsdata.txt to determine how the superseded data were derived.
 GA3535
 GA3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5652930189(NAD 83)
 GA3535_MARKER: DD = SURVEY DISK
 GA3535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3535
 GA3535  HISTORY     - Date     Condition        Report By
 GA3535  HISTORY     - 1964     MONUMENTED       TNHD
 GA3535
 GA3535                          STATION DESCRIPTION
 GA3535
 GA3535'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3535'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF MAYNARDVILLE.
 GA3535'
 GA3535'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 11.1
 GA3535'MILES NORTHEAST ON
 GA3535'STATE ROUTE 33 TO A GRAVELED SIDE ROAD ON THE LEFT, *
 GA3535'TURN LEFT AND GO 0.2 MILE
 GA3535'NORTHWEST TO A DRIVE ON THE LEFT, TURN
 GA3535'LEFT, FORDING A CREEK, AND GO 0.2 MILE TO A
 GA3535'GATE, CONTINUE THROUGH
 GA3535'THE GAP AND GO 0.05 MILE SOUTHEAST, PASSING A BARN ON THE
 GA3535'LEFT, TO A GAP ON
 GA3535'THE NORTH SIDE OF A BARN, CONTINUE THROUGH THE GAP AND GO 0.1
 GA3535'MILE TO ANOTHER GAP,
 GA3535'CONTINUE THROUGH THE SECOND GAP AND GO 0.2 MILE
 GA3535'SOUTHWEST ON THE TRACK ROAD THEN MAKE A
 GA3535'TURN RIGHT AND GO 0.05 MILE
 GA3535'WEST ACROSS A FIELD TO A THIRD GAP, CONTINUE THROUGH THE
 GA3535'THIRD GAP AND
 GA3535'GO 0.1 MILE SOUTHWEST ACROSS A FIELD TO THE TOP OF A HILL AND THE
 GA3535'STATION AS DESCRIBED.
 GA3535'
 GA3535'THE STATION IS 67 FEET NORTH OF A 14-INCH CEDAR TREE AND 5.6 FEET
 GA3535'SOUTHEAST OF A WITNESS
 GA3535'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA3535'TENNESSEE HIGHWAY DEPARTMENT
 GA3535'DISKS AND THE DISKS ARE STAMPED ED 1963.
 GA3535'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GA3535'THE SURFACE.  THE
 GA3535'SURFACE DISK IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT, 3
 GA3535'INCHES BELOW THE
 GA3535'SURFACE.
 GA3535'
 GA3535'REFERENCE MARK NO. 1 IS SET ON THE NORTHEAST SIDE OF THE HILL.  IT IS
 GA3535'A STANDARD TENNESSEE
 GA3535'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3535'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA3535'IS STAMPED ED RM-1 1963.
 GA3535'
 GA3535'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF A 19-INCH CEDAR TREE, 39
 GA3535'FEET NORTHEAST OF A
 GA3535'12-INCH CEDAR TREE AND 38 FEET NORTH OF A 14-INCH
 GA3535'TWIN-TRUNKED CEDAR TREE.  IT IS A
 GA3535'STANDARD TENNESSEE HIGHWAY
 GA3535'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA3535'CONCRETE MONUMENT AND
 GA3535'THE DISK IS STAMPED ED RM-2 1963.
 GA3535'
 GA3535'THE AZIMUTH MARK IS 26 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GA3535'ROUTE 33, 9 FEET NORTH OF
 GA3535'THE NORTHWEST CORNER OF A BARN, 6 FEET SOUTHEAST OF A
 GA3535'10-INCH ELM TREE AND 2.0 FEET
 GA3535'NORTH OF A WITNESS POST.  IT IS A
 GA3535'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3535'IN A 10-INCH SQUARE,
 GA3535'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED ED AZI 1963.
 GA3535'
 GA3535'TO REACH THE AZIMUTH MARK, * CONTINUE STRAIGHT AHEAD ON STATE ROUTE
 GA3535'33 FOR 0.6 MILE NORTHEAST
 GA3535'TO THE MARK ON THE RIGHT ABOUT 8 FEET ABOVE THE
 GA3535'PAVEMENT.
 GA3535'
 GA3535'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GA3535'
 GA3535'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3535'
 GA3535'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3824 ***********************************************************************
 DH3824  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3824  DESIGNATION -  EDA ATOKA COOP CORS ARP
 DH3824  CORS_ID     -  EDM2
 DH3824  PID         -  DH3824
 DH3824  STATE/COUNTY-  TN/TIPTON
 DH3824  USGS QUAD   -  MUNFORD (1983)
 DH3824
 DH3824                         *CURRENT SURVEY CONTROL
 DH3824  ___________________________________________________________________
 DH3824* NAD 83(CORS)-  35 26 57.18172(N)    089 46 52.30460(W)     ADJUSTED  
 DH3824* NAVD 88     -                                                        
 DH3824  ___________________________________________________________________
 DH3824  EPOCH DATE  -        2002.00
 DH3824  X           -      19,864.755 (meters)                     COMP
 DH3824  Y           -  -5,201,731.456 (meters)                     COMP
 DH3824  Z           -   3,678,642.439 (meters)                     COMP
 DH3824  ELLIP HEIGHT-         108.45  (meters)          (06/??/05) GPS OBS
 DH3824  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DH3824
 DH3824  HORZ ORDER  -  SPECIAL (CORS)
 DH3824  ELLP ORDER  -  SPECIAL (CORS)
 DH3824
 DH3824.ITRF positions are available for this station.
 DH3824.The coordinates were established by GPS observations
 DH3824.and adjusted by the National Geodetic Survey in June 2005..
 DH3824.The coordinates are valid at the epoch date displayed above.
 DH3824.The epoch date for horizontal control is a decimal equivalence
 DH3824.of Year/Month/Day.
 DH3824
 DH3824
 DH3824.The PID for the CORS L1 Phase Center is DH3825.
 DH3824
 DH3824.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3824
 DH3824.The ellipsoidal height was determined by GPS observations
 DH3824.and is referenced to NAD 83.
 DH3824
 DH3824.The geoid height was determined by GEOID03.
 DH3824
 DH3824;                    North         East     Units Scale Factor Converg.
 DH3824;SPC TN       -   130,437.181   256,814.034   MT  0.99997082   -2 12 49.2
 DH3824;SPC TN       -   427,942.65    842,564.04   sFT  0.99997082   -2 12 49.2
 DH3824
 DH3824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3824!SPC TN       -   0.99998298  x   0.99997082  =   0.99995380
 DH3824
 DH3824                          SUPERSEDED SURVEY CONTROL
 DH3824
 DH3824.No superseded survey control is available for this station.
 DH3824
 DH3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4757326416(NAD 83)
 DH3824_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3824
 DH3824                          STATION DESCRIPTION
 DH3824
 DH3824'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3824'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3824'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3824'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3824'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3824'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3825 ***********************************************************************
 DH3825  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3825  DESIGNATION -  EDA ATOKA COOP CORS L1 PHASE CENTER
 DH3825  CORS_ID     -  EDM2
 DH3825  PID         -  DH3825
 DH3825  STATE/COUNTY-  TN/TIPTON
 DH3825  USGS QUAD   -  MUNFORD (1983)
 DH3825
 DH3825                         *CURRENT SURVEY CONTROL
 DH3825  ___________________________________________________________________
 DH3825* NAD 83(CORS)-  35 26 57.18181(N)    089 46 52.30462(W)     ADJUSTED  
 DH3825* NAVD 88     -                                                        
 DH3825  ___________________________________________________________________
 DH3825  EPOCH DATE  -        2002.00
 DH3825  X           -      19,864.755 (meters)                     COMP
 DH3825  Y           -  -5,201,731.520 (meters)                     COMP
 DH3825  Z           -   3,678,642.488 (meters)                     COMP
 DH3825  ELLIP HEIGHT-         108.53  (meters)          (06/??/05) GPS OBS
 DH3825  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DH3825
 DH3825  HORZ ORDER  -  SPECIAL (CORS)
 DH3825  ELLP ORDER  -  SPECIAL (CORS)
 DH3825
 DH3825.ITRF positions are available for this station.
 DH3825.The coordinates were established by GPS observations
 DH3825.and adjusted by the National Geodetic Survey in June 2005..
 DH3825.The coordinates are valid at the epoch date displayed above.
 DH3825.The epoch date for horizontal control is a decimal equivalence
 DH3825.of Year/Month/Day.
 DH3825
 DH3825
 DH3825.The PID for the CORS ARP is DH3824.
 DH3825
 DH3825.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3825
 DH3825.The ellipsoidal height was determined by GPS observations
 DH3825.and is referenced to NAD 83.
 DH3825
 DH3825.The geoid height was determined by GEOID03.
 DH3825
 DH3825;                    North         East     Units Scale Factor Converg.
 DH3825;SPC TN       -   130,437.184   256,814.033   MT  0.99997082   -2 12 49.2
 DH3825;SPC TN       -   427,942.66    842,564.04   sFT  0.99997082   -2 12 49.2
 DH3825
 DH3825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3825!SPC TN       -   0.99998297  x   0.99997082  =   0.99995379
 DH3825
 DH3825                          SUPERSEDED SURVEY CONTROL
 DH3825
 DH3825.No superseded survey control is available for this station.
 DH3825
 DH3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4757326416(NAD 83)
 DH3825_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3825
 DH3825                          STATION DESCRIPTION
 DH3825
 DH3825'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3825'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3825'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3825'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3825'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3825'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3822 ***********************************************************************
 DH3822  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3822  DESIGNATION -  EDA MEMPHIS COOP CORS ARP
 DH3822  CORS_ID     -  EDM1
 DH3822  PID         -  DH3822
 DH3822  STATE/COUNTY-  TN/SHELBY
 DH3822  USGS QUAD   -  GERMANTOWN (1997)
 DH3822
 DH3822                         *CURRENT SURVEY CONTROL
 DH3822  ___________________________________________________________________
 DH3822* NAD 83(CORS)-  35 03 31.72004(N)    089 50 13.79452(W)     ADJUSTED  
 DH3822* NAVD 88     -                                                        
 DH3822  ___________________________________________________________________
 DH3822  EPOCH DATE  -        2002.00
 DH3822  X           -      14,854.420 (meters)                     COMP
 DH3822  Y           -  -5,226,726.732 (meters)                     COMP
 DH3822  Z           -   3,643,255.976 (meters)                     COMP
 DH3822  ELLIP HEIGHT-          80.73  (meters)          (06/??/05) GPS OBS
 DH3822  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DH3822
 DH3822  HORZ ORDER  -  SPECIAL (CORS)
 DH3822  ELLP ORDER  -  SPECIAL (CORS)
 DH3822
 DH3822.ITRF positions are available for this station.
 DH3822.The coordinates were established by GPS observations
 DH3822.and adjusted by the National Geodetic Survey in June 2005..
 DH3822.The coordinates are valid at the epoch date displayed above.
 DH3822.The epoch date for horizontal control is a decimal equivalence
 DH3822.of Year/Month/Day.
 DH3822
 DH3822
 DH3822.The PID for the CORS L1 Phase Center is DH3823.
 DH3822
 DH3822.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3822
 DH3822.The ellipsoidal height was determined by GPS observations
 DH3822.and is referenced to NAD 83.
 DH3822
 DH3822.The geoid height was determined by GEOID03.
 DH3822
 DH3822;                    North         East     Units Scale Factor Converg.
 DH3822;SPC TN       -    87,354.444   250,038.973   MT  1.00003924   -2 14 47.1
 DH3822;SPC TN       -   286,595.37    820,336.20   sFT  1.00003924   -2 14 47.1
 DH3822
 DH3822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3822!SPC TN       -   0.99998733  x   1.00003924  =   1.00002657
 DH3822
 DH3822                          SUPERSEDED SURVEY CONTROL
 DH3822
 DH3822.No superseded survey control is available for this station.
 DH3822
 DH3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4125383247(NAD 83)
 DH3822_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3822
 DH3822                          STATION DESCRIPTION
 DH3822
 DH3822'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3822'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3822'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3822'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3822'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3822'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3823 ***********************************************************************
 DH3823  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3823  DESIGNATION -  EDA MEMPHIS COOP CORS L1 PHASE CENTER
 DH3823  CORS_ID     -  EDM1
 DH3823  PID         -  DH3823
 DH3823  STATE/COUNTY-  TN/SHELBY
 DH3823  USGS QUAD   -  GERMANTOWN (1997)
 DH3823
 DH3823                         *CURRENT SURVEY CONTROL
 DH3823  ___________________________________________________________________
 DH3823* NAD 83(CORS)-  35 03 31.72013(N)    089 50 13.79455(W)     ADJUSTED  
 DH3823* NAVD 88     -                                                        
 DH3823  ___________________________________________________________________
 DH3823  EPOCH DATE  -        2002.00
 DH3823  X           -      14,854.420 (meters)                     COMP
 DH3823  Y           -  -5,226,726.804 (meters)                     COMP
 DH3823  Z           -   3,643,256.030 (meters)                     COMP
 DH3823  ELLIP HEIGHT-          80.82  (meters)          (06/??/05) GPS OBS
 DH3823  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DH3823
 DH3823  HORZ ORDER  -  SPECIAL (CORS)
 DH3823  ELLP ORDER  -  SPECIAL (CORS)
 DH3823
 DH3823.ITRF positions are available for this station.
 DH3823.The coordinates were established by GPS observations
 DH3823.and adjusted by the National Geodetic Survey in June 2005..
 DH3823.The coordinates are valid at the epoch date displayed above.
 DH3823.The epoch date for horizontal control is a decimal equivalence
 DH3823.of Year/Month/Day.
 DH3823
 DH3823
 DH3823.The PID for the CORS ARP is DH3822.
 DH3823
 DH3823.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3823
 DH3823.The ellipsoidal height was determined by GPS observations
 DH3823.and is referenced to NAD 83.
 DH3823
 DH3823.The geoid height was determined by GEOID03.
 DH3823
 DH3823;                    North         East     Units Scale Factor Converg.
 DH3823;SPC TN       -    87,354.447   250,038.972   MT  1.00003924   -2 14 47.1
 DH3823;SPC TN       -   286,595.38    820,336.19   sFT  1.00003924   -2 14 47.1
 DH3823
 DH3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3823!SPC TN       -   0.99998731  x   1.00003924  =   1.00002655
 DH3823
 DH3823                          SUPERSEDED SURVEY CONTROL
 DH3823
 DH3823.No superseded survey control is available for this station.
 DH3823
 DH3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4125383247(NAD 83)
 DH3823_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3823
 DH3823                          STATION DESCRIPTION
 DH3823
 DH3823'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3823'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3823'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3823'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3823'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3823'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0689 ***********************************************************************
 GB0689  DESIGNATION -  EDDI
 GB0689  PID         -  GB0689
 GB0689  STATE/COUNTY-  TN/ANDERSON
 GB0689  USGS QUAD   -  POWELL (1976)
 GB0689
 GB0689                         *CURRENT SURVEY CONTROL
 GB0689  ___________________________________________________________________
 GB0689* NAD 83(1995)-  36 06 54.88065(N)    084 01 53.11205(W)     ADJUSTED  
 GB0689* NAVD 88     -       355.725  (meters)    1167.07   (feet)  ADJUSTED  
 GB0689  ___________________________________________________________________
 GB0689  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 GB0689  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB0689  DYNAMIC HT  -         355.399 (meters)    1166.00  (feet)  COMP
 GB0689  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 GB0689
 GB0689  HORZ ORDER  -  SECOND
 GB0689  VERT ORDER  -  SECOND    CLASS 0
 GB0689
 GB0689.The horizontal coordinates were established by classical geodetic methods
 GB0689.and adjusted by the National Geodetic Survey in April 1999..
 GB0689
 GB0689.The orthometric height was determined by differential leveling
 GB0689.and adjusted by the National Geodetic Survey in June 1991..
 GB0689
 GB0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0689
 GB0689.The geoid height was determined by GEOID03.
 GB0689
 GB0689.The dynamic height is computed by dividing the NAVD 88
 GB0689.geopotential number by the normal gravity value computed on the
 GB0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0689.degrees latitude (g = 980.6199 gals.).
 GB0689
 GB0689.The modeled gravity was interpolated from observed gravity values.
 GB0689
 GB0689;                    North         East     Units Scale Factor Converg.
 GB0689;SPC TN       -   199,484.823   777,216.858   MT  0.99996040   +1 09 08.9
 GB0689;SPC TN       -   654,476.46  2,549,918.97   sFT  0.99996040   +1 09 08.9
 GB0689;UTM  16      - 4,000,812.898   767,198.033   MT  1.00047979   +1 45 02.7
 GB0689;UTM  17      - 4,000,987.666   227,144.212   MT  1.00051745   -1 47 16.3
 GB0689
 GB0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0689!SPC TN       -   0.99994898  x   0.99996040  =   0.99990939
 GB0689!UTM  16      -   0.99994898  x   1.00047979  =   1.00042875
 GB0689!UTM  17      -   0.99994898  x   1.00051745  =   1.00046641
 GB0689
 GB0689:                Primary Azimuth Mark                     Grid Az
 GB0689:SPC TN       -  VENTIS                                   168 27 10.5
 GB0689:UTM  16      -  VENTIS                                   167 51 16.7
 GB0689:UTM  17      -  VENTIS                                   171 23 35.7
 GB0689
 GB0689|---------------------------------------------------------------------|
 GB0689| PID    Reference Object                     Distance      Geod. Az  |
 GB0689|                                                           dddmmss.s |
 GB0689| GB0678 VENTIS                              APPROX. 4.8 KM 1693619.4 |
 GB0689| GB0690 EDDI RM 2                            20.939 METERS 19610     |
 GB0689| GB0688 EDDI RM 1                            19.716 METERS 34352     |
 GB0689|---------------------------------------------------------------------|
 GB0689
 GB0689                          SUPERSEDED SURVEY CONTROL
 GB0689
 GB0689  NAD 83(1995)-  36 06 54.88637(N)    084 01 53.11358(W) AD(       ) 2
 GB0689  NAD 83(1995)-  36 06 54.88679(N)    084 01 53.11316(W) AD(       ) 2
 GB0689  NAD 83(1986)-  36 06 54.89335(N)    084 01 53.11019(W) AD(       ) 2
 GB0689  NAD 27      -  36 06 54.60650(N)    084 01 53.42230(W) AD(       ) 2
 GB0689  NGVD 29 (??/??/92)  355.836  (m)         1167.44   (f) ADJ UNCH    2 0
 GB0689
 GB0689.Superseded values are not recommended for survey control.
 GB0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0689.See file dsdata.txt to determine how the superseded data were derived.
 GB0689
 GB0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6719800813(NAD 83)
 GB0689_MARKER: DE = TRAVERSE STATION DISK
 GB0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0689_STAMPING: EDDI 1961
 GB0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0689+STABILITY: SURFACE MOTION
 GB0689
 GB0689  HISTORY     - Date     Condition        Report By
 GB0689  HISTORY     - 1961     MONUMENTED       CGS
 GB0689  HISTORY     - 1961     GOOD             CGS
 GB0689  HISTORY     - 1973     GOOD             NGS
 GB0689  HISTORY     - 1980     GOOD             NGS
 GB0689  HISTORY     - 1980     GOOD             NGS
 GB0689
 GB0689                          STATION DESCRIPTION
 GB0689
 GB0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0689'THE STATION IS LOCATED ABOUT 5 MILES EAST OF CLINTON AND 2 MILES
 GB0689'SOUTHWEST OF CEDAR GROVE
 GB0689'ON CHESTNUT RIDGE.
 GB0689'
 GB0689'TO REACH THE STATION FROM THE POST OFFICE IN POWELL, GO EAST ON EMORY
 GB0689'ROAD FOR 1.35 MILES TO
 GB0689'HEISKELL ROAD, TURN LEFT, NORTH, FOR 4.15 MILES TO THE
 GB0689'CROSSROAD IN HEISKELL, TURN
 GB0689'RIGHT, EAST, ON RACOON VALLEY ROAD FOR
 GB0689'2.75 MILES TO A T ROAD LEFT, TURN LEFT, NORTH,
 GB0689'ON FLEEDNOR MILL ROAD
 GB0689'FOR 0.55 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.3
 GB0689'MILE TO A WOODS
 GB0689'ROAD LEFT AT TOP OF GRADE, TURN LEFT, WEST, FOR 0.05 MILE TO
 GB0689'A WIRE GATE, PASS THROUGH
 GB0689'GATE AND GO 0.15 MILE TO THE STATION ON THE
 GB0689'RIGHT.
 GB0689'
 GB0689'STATION MARK IS 45 FEET NORTHWEST OF A WIRE FENCE, 33 FEET SOUTHWEST
 GB0689'OF A 24-INCH ELM TREE
 GB0689'AND 3.5 FEET WEST OF A WITNESS SIGN.  THE MARK IS A
 GB0689'STANDARD TRAVERSE DISK SET IN THE
 GB0689'TOP OF A CONCRETE POST, WHICH
 GB0689'PROJECTS 3-INCHES AND IS STAMPED EDDI 1961.
 GB0689'
 GB0689'REFERENCE MARK NO. 1 IS 69 FEET NORTHWEST OF A WITNESS SIGN.  THE
 GB0689'MARK IS A STANDARD DISK
 GB0689'SET IN A CONCRETE POST, SET FLUSH AND IS STAMPED EDDI
 GB0689'NO 1 1961.
 GB0689'
 GB0689'REFERENCE MARK NO. 2 IS 4 FEET WEST OF A 14-INCH WHITE OAK TREE, 3
 GB0689'FEET NORTH OF A 20-INCH
 GB0689'PINE TREE AND 1 FOOT NORTHWEST OF A WIRE FENCE.  THE
 GB0689'MARK IS A STANDARD DISK SET IN
 GB0689'A CONCRETE POST, SET FLUSH AND IS
 GB0689'STAMPED EDDI NO 2 1961.
 GB0689'
 GB0689'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, NO SUITABLE
 GB0689'LOCATION COULD BE FOUND.
 GB0689'
 GB0689'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 GB0689
 GB0689                          STATION RECOVERY (1961)
 GB0689
 GB0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0689'8.9 MI S FROM NORRIS.
 GB0689'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0689'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0689'THEN 4.3 MILES SOUTHEAST OF A GRAVELED ROAD TO A Y JUNCTION, THEN
 GB0689'GO 0.5 MILE SOUTHWEST ON A GRAVELED ROAD, THEN 0.9 MILE SOUTHEAST
 GB0689'ON A GRAVELED ROAD TO THE CREST OF A STEEP HILL AND A TRACK ROAD
 GB0689'ON THE RIGHT, GO WEST FOR 0.05 MILE TO A GATE, PASS THROUGH GATE
 GB0689'AND GO 0.15 MILE TO THE STATION ON THE RIGHT.  STATION MARK IS
 GB0689'45 FT. NORTHWEST OF A WIRE FENCE, 33 FT. SOUTHWEST OF A 25-INCH
 GB0689'ELM TREE AND 3.5 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN
 GB0689'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0689
 GB0689                          STATION RECOVERY (1973)
 GB0689
 GB0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (REW)
 GB0689'EDDI RECOVERED IN GOOD CONDITION.
 GB0689'
 GB0689'EDDI 1961 FOUND STAMPED ON THE POINT.
 GB0689'
 GB0689'DESCRIPTION GOOD.
 GB0689'REF. 1 AND 2 RECOVERED IN GOOD CONDITION.
 GB0689'
 GB0689'DISTANCE AND DIRECTION FROM NEAREST TOWN 5.0 AIRMILES EAST OF CLINTON.
 GB0689
 GB0689                          STATION RECOVERY (1980)
 GB0689
 GB0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0689'ALL MARKS WERE FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 GB0689'REFERENCE MARKS WERE TURNED AROUND IN THE 1961 BOX SCORE.  REFERENCE
 GB0689'MARK 1 IS NORTH AND REFERENCE MARK 2 IS SOUTHWEST.  THE DISTANCES
 GB0689'WERE FOUND TO BE CORRECT TO THE RIGHT REFERENCE MARKS.  THE STATION
 GB0689'WAS NOT OCCUPIED DUE TO VERY HEAVY GROWTH AT THE SITE.  A NEW
 GB0689'DESCRIPTION FOLLOWS.
 GB0689'
 GB0689'THE STATION IS LOCATED ABOUT 5 MILES EAST OF CLINTON, 2 MILES SOUTH
 GB0689'WEST OF CEDAR GROVE, ON CHESTNUT RIDGE, 1 FOOT SOUTH OF A METAL
 GB0689'WITNESS POST, 115 SOUTHEAST OF A POWER POLE, 27 FEET WEST OF A 12
 GB0689'INCH PINE TREE, 49 FEET NORTH OF AN 18 INCH WHITE OAK TREE AND ABOUT
 GB0689'300 FEET EAST OF A SCALE HOUSE.  THE MONUMENT PROJECTS 2 INCHES AND
 GB0689'THE DISK IS STAMPED---EDDI 1961---.
 GB0689'
 GB0689'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75
 GB0689'AND RACOON VALLEY ROAD, EXIT NO. 117, GO WEST ON RACOON VALLEY
 GB0689'RD. FOR 0.2 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 GB0689'ON FLEENOR MILL ROAD FOR 0.55 MILE TO A PAVED ROAD LEFT.  CONTINUE
 GB0689'NORTH ON THE ROAD FOR 0.3 MILE TO A ROAD LEFT INTO A LANDFILL.  TURN
 GB0689'LEFT AND GO WESTERLY ON THE ROAD FOR 0.1 MILE TO THE STATION ON THE
 GB0689'LEFT.
 GB0689'
 GB0689'REFERENCE MARK 1 IS 1 FOOT EAST OF A METAL WITNESS POST, 52 FEET
 GB0689'SOUTHEAST OF A POWER POLE AND 34 FEET S OF A 14 INCH OAK TREE ON
 GB0689'CUT BANK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---EDDI NO 1
 GB0689'1961---.
 GB0689'
 GB0689'REFERENCE MARK 2 IS 15 FEET SOUTHWEST OF THE 18 INCH OAK TREE, 1
 GB0689'FOOT NORTH OF A METAL WITNESS POST, 3 FEET NORTH OF OLD WIRE FENCE AND
 GB0689'20 FEET NORTHEAST OF A 20 INCH OAK TREE.  THE MONUMENT IS FLUSH AND
 GB0689'THE DISK IS STAMPED---EDDI NO 2 1961---
 GB0689
 GB0689                          STATION RECOVERY (1980)
 GB0689
 GB0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0689'THE MARK IS 115 FEET SOUTHEAST OF A POWER POLE,27 FEET WEST OF A 12
 GB0689'INCH PINE TREE,49 FEET NORTH OF AN 18 INCH WHITE OAK TREE AND ABOUT
 GB0689'300 FEET EAST OF A SCALE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0688 ***********************************************************************
 GB0688  DESIGNATION -  EDDI RM 1
 GB0688  PID         -  GB0688
 GB0688  STATE/COUNTY-  TN/ANDERSON
 GB0688  USGS QUAD   -  POWELL (1976)
 GB0688
 GB0688                         *CURRENT SURVEY CONTROL
 GB0688  ___________________________________________________________________
 GB0688* NAD 83(1986)-  36 06 54.     (N)    084 01 53.     (W)     SCALED    
 GB0688* NAVD 88     -       354.889  (meters)    1164.33   (feet)  ADJUSTED  
 GB0688  ___________________________________________________________________
 GB0688  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB0688  DYNAMIC HT  -         354.564 (meters)    1163.27  (feet)  COMP
 GB0688  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 GB0688
 GB0688  VERT ORDER  -  SECOND    CLASS 0
 GB0688
 GB0688.The horizontal coordinates were scaled from a topographic map and have
 GB0688.an estimated accuracy of +/- 6 seconds.
 GB0688
 GB0688.The orthometric height was determined by differential leveling
 GB0688.and adjusted by the National Geodetic Survey in June 1991..
 GB0688
 GB0688.The geoid height was determined by GEOID03.
 GB0688
 GB0688.The dynamic height is computed by dividing the NAVD 88
 GB0688.geopotential number by the normal gravity value computed on the
 GB0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0688.degrees latitude (g = 980.6199 gals.).
 GB0688
 GB0688.The modeled gravity was interpolated from observed gravity values.
 GB0688
 GB0688;                    North         East    Units  Estimated Accuracy
 GB0688;SPC TN       -   199,460.      777,220.      MT  (+/- 180 meters Scaled)
 GB0688
 GB0688                          SUPERSEDED SURVEY CONTROL
 GB0688
 GB0688  NGVD 29 (??/??/92)  355.000  (m)         1164.70   (f) ADJ UNCH    2 0
 GB0688
 GB0688.Superseded values are not recommended for survey control.
 GB0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0688.See file dsdata.txt to determine how the superseded data were derived.
 GB0688
 GB0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF672007(NAD 83)
 GB0688_MARKER: DR = REFERENCE MARK DISK
 GB0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0688_STAMPING: EDDI NO 1 1961
 GB0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0688+STABILITY: SURFACE MOTION
 GB0688
 GB0688  HISTORY     - Date     Condition        Report By
 GB0688  HISTORY     - 1961     MONUMENTED       CGS
 GB0688  HISTORY     - 1980     GOOD             NGS
 GB0688
 GB0688                          STATION DESCRIPTION
 GB0688
 GB0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0688'8.9 MI S FROM NORRIS.
 GB0688'THIS MARK IS LOCATED AT THE EDDI 1961 STATION SITE, 64.7 FT.
 GB0688'SOUTHWEST OF THE STATION MARK, AND 69 FT. NORTHWEST OF A WITNESS
 GB0688'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GB0688'GROUND.
 GB0688
 GB0688                          STATION RECOVERY (1980)
 GB0688
 GB0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0688'THE MARK IS 52 FEET SOUTHEAST OF A POWERPOLE,AND 34 FEET SOUTH OF A
 GB0688'14 INCH OAK TRRE ON A CUT BANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0690 ***********************************************************************
 GB0690  DESIGNATION -  EDDI RM 2
 GB0690  PID         -  GB0690
 GB0690  STATE/COUNTY-  TN/ANDERSON
 GB0690  USGS QUAD   -  POWELL (1976)
 GB0690
 GB0690                         *CURRENT SURVEY CONTROL
 GB0690  ___________________________________________________________________
 GB0690* NAD 83(1986)-  36 06 54.     (N)    084 01 53.     (W)     SCALED    
 GB0690* NAVD 88     -       355.650  (meters)    1166.83   (feet)  ADJUSTED  
 GB0690  ___________________________________________________________________
 GB0690  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GB0690  DYNAMIC HT  -         355.324 (meters)    1165.76  (feet)  COMP
 GB0690  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 GB0690
 GB0690  VERT ORDER  -  SECOND    CLASS 0
 GB0690
 GB0690.The horizontal coordinates were scaled from a topographic map and have
 GB0690.an estimated accuracy of +/- 6 seconds.
 GB0690
 GB0690.The orthometric height was determined by differential leveling
 GB0690.and adjusted by the National Geodetic Survey in June 1991..
 GB0690
 GB0690.The geoid height was determined by GEOID03.
 GB0690
 GB0690.The dynamic height is computed by dividing the NAVD 88
 GB0690.geopotential number by the normal gravity value computed on the
 GB0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0690.degrees latitude (g = 980.6199 gals.).
 GB0690
 GB0690.The modeled gravity was interpolated from observed gravity values.
 GB0690
 GB0690;                    North         East    Units  Estimated Accuracy
 GB0690;SPC TN       -   199,460.      777,220.      MT  (+/- 180 meters Scaled)
 GB0690
 GB0690                          SUPERSEDED SURVEY CONTROL
 GB0690
 GB0690  NGVD 29 (??/??/92)  355.761  (m)         1167.19   (f) ADJ UNCH    2 0
 GB0690
 GB0690.Superseded values are not recommended for survey control.
 GB0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0690.See file dsdata.txt to determine how the superseded data were derived.
 GB0690
 GB0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF672007(NAD 83)
 GB0690_MARKER: DR = REFERENCE MARK DISK
 GB0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0690_STAMPING: EDDI NO 2 1961
 GB0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0690+STABILITY: SURFACE MOTION
 GB0690
 GB0690  HISTORY     - Date     Condition        Report By
 GB0690  HISTORY     - 1961     MONUMENTED       CGS
 GB0690  HISTORY     - 1980     GOOD             NGS
 GB0690
 GB0690                          STATION DESCRIPTION
 GB0690
 GB0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0690'8.9 MI S FROM NORRIS.
 GB0690'THIS MARK IS LOCATED AT THE EDDI 1961 STATION SITE, 68.7 FT.
 GB0690'NORTH OF THE STATION MARK, 4 FT. WEST OF A 14-INCH WHITE OAK
 GB0690'TREE, 3 FT. NORTH OF A 20-INCH PINE TREE, AND 1 FT. NORTHWEST OF A
 GB0690'WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 GB0690'THE GROUND.
 GB0690
 GB0690                          STATION RECOVERY (1980)
 GB0690
 GB0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0690'THE MARK IS 15 FEET SOUTHWEST OF AN 18 INCH OAK TREE,3 FEET NORTH OF
 GB0690'AN OLD WIRE FENCE AND 20 FEET NORTHEAST OF A 20 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2399 ***********************************************************************
 FE2399  DESIGNATION -  EDISON
 FE2399  PID         -  FE2399
 FE2399  STATE/COUNTY-  TN/GIBSON
 FE2399  USGS QUAD   -  TRENTON (1981)
 FE2399
 FE2399                         *CURRENT SURVEY CONTROL
 FE2399  ___________________________________________________________________
 FE2399* NAD 83(1995)-  35 52 55.70751(N)    088 57 53.91199(W)     ADJUSTED  
 FE2399* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 FE2399  ___________________________________________________________________
 FE2399  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FE2399  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE2399
 FE2399  HORZ ORDER  -  SECOND
 FE2399
 FE2399.The horizontal coordinates were established by classical geodetic methods
 FE2399.and adjusted by the National Geodetic Survey in April 1999..
 FE2399
 FE2399.The orthometric height was scaled from a topographic map.
 FE2399
 FE2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2399
 FE2399.The geoid height was determined by GEOID03.
 FE2399
 FE2399;                    North         East     Units Scale Factor Converg.
 FE2399;SPC TN       -   175,893.720   332,324.329   MT  0.99994875   -1 44 08.9
 FE2399;SPC TN       -   577,077.98  1,090,300.74   sFT  0.99994875   -1 44 08.9
 FE2399;UTM  16      - 3,972,659.399   322,627.310   MT  0.99998768   -1 09 07.2
 FE2399
 FE2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2399!SPC TN       -   0.99998120  x   0.99994875  =   0.99992995
 FE2399!UTM  16      -   0.99998120  x   0.99998768  =   0.99996888
 FE2399
 FE2399:                Primary Azimuth Mark                     Grid Az
 FE2399:SPC TN       -  TRENTON BROWN SHOE TANK                  010 25 55.4
 FE2399:UTM  16      -  TRENTON BROWN SHOE TANK                  009 50 53.7
 FE2399
 FE2399|---------------------------------------------------------------------|
 FE2399| PID    Reference Object                     Distance      Geod. Az  |
 FE2399|                                                           dddmmss.s |
 FE2399| FE2400 TRENTON BROWN SHOE TANK             APPROX. 9.6 KM 0084146.5 |
 FE2399| CG3992 EDISON RM 1                          27.473 METERS 02104     |
 FE2399| FE2383 MILAN COMPRESS TANK                 APPROX.19.5 KM 0763416.0 |
 FE2399| FE2385 MILAN RAD STA WKBJ MAST             APPROX.16.8 KM 0823253.7 |
 FE2399| FE2394 HUMBOLDT FULL FASHIONED STACK       APPROX. 8.1 KM 1374337.5 |
 FE2399| FE2395 HUMBOLDT MUN STANDPIPE              APPROX. 8.7 KM 1403338.2 |
 FE2399| FE2397 HUMBOLDT RAD STA WIRJ MAST          APPROX. 8.8 KM 1483707.9 |
 FE2399| FE2396 HUMBOLDT MUNICIPAL TANK             APPROX. 8.1 KM 1490436.8 |
 FE2399| CG3993 EDISON RM 2                          24.863 METERS 15400     |
 FE2399| CG3990 EDISON AZ MK                                       2924943.6 |
 FE2399|---------------------------------------------------------------------|
 FE2399
 FE2399                          SUPERSEDED SURVEY CONTROL
 FE2399
 FE2399  NAD 83(1995)-  35 52 55.71144(N)    088 57 53.91538(W) AD(       ) 2
 FE2399  NAD 83(1986)-  35 52 55.71889(N)    088 57 53.91212(W) AD(       ) 2
 FE2399  NAD 27      -  35 52 55.46680(N)    088 57 53.67580(W) AD(       ) 2
 FE2399
 FE2399.Superseded values are not recommended for survey control.
 FE2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2399.See file dsdata.txt to determine how the superseded data were derived.
 FE2399
 FE2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2262772659(NAD 83)
 FE2399_MARKER: DS = TRIANGULATION STATION DISK
 FE2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2399
 FE2399  HISTORY     - Date     Condition        Report By
 FE2399  HISTORY     - 1958     MONUMENTED       CGS
 FE2399  HISTORY     - 1959     GOOD             CGS
 FE2399
 FE2399                          STATION DESCRIPTION
 FE2399
 FE2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2399'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHWEST OF TRENTON, ABOUT 5
 FE2399'MILES NORTHWEST OF HUMBOLDT AND ON THE PROPERTY OF THE OAK GROVE
 FE2399'METHODIST CHURCH. IT IS 107 FEET NORTHWEST OF THE NORTH CORNER OF A
 FE2399'LARGE GRANITE MONUMENT WITH BROWN ON THE WEST SIDE, 59
 FE2399'FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 56 FEET WEST OF THE
 FE2399'NORTHWEST CORNER OF THE OAK GROVE METHODIST CHURCH AND 51
 FE2399'FEET NORTHEAST OF A 36 INCH OAK TREE. THE MONUMENT IS FLUSH AND THE
 FE2399'DISK IS STAMPED EDISON 1958.
 FE2399'
 FE2399'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HUMBOLDT, GO NORTH
 FE2399'ON U.S. HIGHWAY 45W FOR 4.65 MILES TO A SIDE ROAD LEFT, JUST
 FE2399'BEFORE REACHING THE VILLAGE OF FRUITLAND. TURN LEFT AND GO WEST ON
 FE2399'PAVED ROAD FOR 1.85 MILES TO A SIDE ROAD LEFT. TURN LEFT
 FE2399'BETWEEN TWO STORES AND GO SOUTH FOR 0.9 MILE TO A CROSSROAD. TURN
 FE2399'LEFT AND GO EAST FOR 0.15 MILE TO THE OAK GROVE METHODIST
 FE2399'CHURCH AND THE STATION ON THE RIGHT.
 FE2399'
 FE2399'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.15 MILE TO
 FE2399'A CROSSROAD. CONTINUE AHEAD EAST FOR 0.15 MILE TO A SIDE
 FE2399'ROAD RIGHT. TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.15 MILE
 FE2399'TO THE OLD GIBSON CHURCH AND THE AZIMUTH MARK ON THE LEFT.
 FE2399'
 FE2399'REFERENCE MARK 1 IS 24 FEET NORTH OF THE CENTERLINE OF THE PAVED
 FE2399'ROAD, 104 FEET NORTHWEST OF THE NORTH ENTRANCE TO THE CHURCH
 FE2399'AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MONUMENT IS FLUSH
 FE2399'AND THE DISK IS STAMPED EDISON NO 1 1958.
 FE2399'
 FE2399'REFERENCE MARK 2 IS 44 FEET SOUTH OF A 18 INCH MAPLE TREE, 25 FEET
 FE2399'NORTH OF THE GRANITE MONUMENT WITH BROWN ON THE WEST SIDE AND 1
 FE2399'FOOT WEST OF THE SOUTHWEST CORNER OF THE CHURCH. THE MONUMENT IS
 FE2399'FLUSH AND THE DISK IS STAMPED EDISON NO 2 1958.
 FE2399'
 FE2399'THE AZIMUTH MARK IS 46 FEET EAST OF THE SOUTHEAST CORNER OF THE OLD
 FE2399'GIBSON CHURCH, 26 FEET WEST OF THE CENTERLINE OF A GRAVELED
 FE2399'ROAD, 1 FOOT SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER AND 2
 FE2399'FEET SOUTHWEST OF A WHITE WITNESS POST. THE MONUMENT
 FE2399'PROJECTS 1 INCH AND THE DISK IS STAMPED EDISON 1958.
 FE2399'
 FE2399'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2399
 FE2399                          STATION RECOVERY (1959)
 FE2399
 FE2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2399'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 FE2399'CONDITION. THE DISTANCE AND DIRECTIONS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2611 ***********************************************************************
 FE2611  DESIGNATION -  EDITH
 FE2611  PID         -  FE2611
 FE2611  STATE/COUNTY-  TN/LAUDERDALE
 FE2611  USGS QUAD   -  RIPLEY NORTH (1972)
 FE2611
 FE2611                         *CURRENT SURVEY CONTROL
 FE2611  ___________________________________________________________________
 FE2611* NAD 83(1995)-  35 51 22.57529(N)    089 33 27.42234(W)     ADJUSTED  
 FE2611* NAVD 88     -       153.76   (+/-2cm)     504.5    (feet)  VERTCON   
 FE2611  ___________________________________________________________________
 FE2611  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FE2611  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2611
 FE2611  HORZ ORDER  -  FIRST
 FE2611  VERT ORDER  -  THIRD ? (See Below)
 FE2611
 FE2611.The horizontal coordinates were established by classical geodetic methods
 FE2611.and adjusted by the National Geodetic Survey in April 1999..
 FE2611
 FE2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2611.The vertical order pertains to the NGVD 29 superseded value.
 FE2611
 FE2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2611
 FE2611.The geoid height was determined by GEOID03.
 FE2611
 FE2611;                    North         East     Units Scale Factor Converg.
 FE2611;SPC TN       -   174,808.163   278,738.383   MT  0.99994848   -2 04 58.0
 FE2611;SPC TN       -   573,516.45    914,494.18   sFT  0.99994848   -2 04 58.0
 FE2611;SPC AR N     -   171,694.338   620,578.850   MT  0.99994717   +1 25 16.4
 FE2611;SPC AR N     -   563,300.51  2,036,015.78   sFT  0.99994717   +1 25 16.4
 FE2611;SPC MO E     -     2,954.944   335,118.151   MT  1.00002258   +0 33 07.3
 FE2611;UTM  16      - 3,971,027.577   269,046.208   MT  1.00025731   -1 29 55.7
 FE2611
 FE2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2611!SPC TN       -   0.99998024  x   0.99994848  =   0.99992872
 FE2611!SPC AR N     -   0.99998024  x   0.99994717  =   0.99992741
 FE2611!SPC MO E     -   0.99998024  x   1.00002258  =   1.00000282
 FE2611!UTM  16      -   0.99998024  x   1.00025731  =   1.00023755
 FE2611
 FE2611|---------------------------------------------------------------------|
 FE2611| PID    Reference Object                     Distance      Geod. Az  |
 FE2611|                                                           dddmmss.s |
 FE2611| FE2863 EDITH RM 3                           39.063 METERS 13612     |
 FE2611| CG3994 EDITH RM 1                           47.125 METERS 13956     |
 FE2611| CG3995 EDITH RM 2                          137.160 METERS 21243     |
 FE2611| FE2864 EDITH RM 4                           28.017 METERS 21441     |
 FE2611| FE2865 EDITH AZ MK                                        3563608.2 |
 FE2611|---------------------------------------------------------------------|
 FE2611
 FE2611                          SUPERSEDED SURVEY CONTROL
 FE2611
 FE2611  NAD 83(1995)-  35 51 22.58074(N)    089 33 27.42371(W) AD(       ) 1
 FE2611  NAD 83(1986)-  35 51 22.58601(N)    089 33 27.42323(W) AD(       ) 1
 FE2611  NAD 27      -  35 51 22.31420(N)    089 33 27.14820(W) AD(       ) 1
 FE2611  NGVD 29 (07/19/86)  153.70   (m)          504.3    (f) LEVELING    3  
 FE2611
 FE2611.Superseded values are not recommended for survey control.
 FE2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2611.See file dsdata.txt to determine how the superseded data were derived.
 FE2611
 FE2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6904671028(NAD 83)
 FE2611_MARKER: DS = TRIANGULATION STATION DISK
 FE2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2611
 FE2611  HISTORY     - Date     Condition        Report By
 FE2611  HISTORY     - 1929     MONUMENTED       CGS
 FE2611  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FE2611
 FE2611                          STATION DESCRIPTION
 FE2611
 FE2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FE2611'ABOUT 7 MILES NORTHWEST OF RIPLEY, 2 MILES NORTHWEST OF EDITH (STORE
 FE2611'AND CROSSROAD), AND ON KNOLL IN CULTIVATED FIELD ON FARM OF W.E.
 FE2611'CRIHFIELD. TO REACH FROM RIPLEY, GO ABOUT 6 MILES TO EDITH ON NEW
 FE2611'LOOP ROAD BETWEEN RIPLEY AND HALLS. FROM EDITH, FOLLOW NEW ROAD
 FE2611'NORTH 1.5 MILES TO ROAD TURNING LEFT AND FOLLOW THIS 0.7 MILE TO
 FE2611'SECOND HOUSE ON LEFT (OCCUPIED BY VAN THOMPSON). STATION IS 250
 FE2611'FEET NORTH OF HOUSE, 50 FEET NORTH OF ROAD, AND 20 FEET NORTHEAST OF
 FE2611'WRECK OF OLD DODGE CAR. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FE2611'STATION DISKS IN CONCRETE. REFERENCE MARKS ARE
 FE2611'STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS ACROSS
 FE2611'ROAD, IN NORTHEAST CORNER OF YARD AROUND VAN THOMPSONS HOUSE, AND
 FE2611'154.6 FEET FROM STATION S 40 DEG 04 MIN E. NO. 2 IS ON SOUTH
 FE2611'SIDE OF ROAD, BETWEEN ROAD AND FENCE, ABOUT 20 FEET NORTHEAST OF
 FE2611'GATE TO BARN, AND APPROXIMATELY 450 FEET FROM STATION S 32 DEG
 FE2611'43 MIN W.
 FE2611
 FE2611                          STATION RECOVERY (1959)
 FE2611
 FE2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2611'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 FE2611'CONDITION. REFERENCE MARK 2 AND THE AZIMUTH MARK WERE NOT FOUND AND
 FE2611'SHOULD BE CONSIDERED AS LOST. REFERENCE MARK 1 WAS DESTROYED AT THIS
 FE2611'TIME AT THE REQUEST OF THE PROPERTY OWNER AND REFERENCE MARKS 3 AND
 FE2611'4 AND A NEW AZIMUTH MARK WERE ESTABLISHED. A COMPLETE NEW DESCRIPTION
 FE2611'AND TO REACH FOLLOWS.
 FE2611'
 FE2611'THE STATION IS ABOUT 8 MILES WEST OF HALLS, ABOUT 8 MILES NORTH OF
 FE2611'RIPLEY AND ON THE HIGHEST POINT OF A PROMINENT KNOLL OWNED BY MR.
 FE2611'W.E. CRIHFIELD. IT IS 151 FEET NORTH OF THE NORTHWEST CORNER OF A
 FE2611'FRAME HOUSE, 66 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2611'ROAD AND 35 FEET NORTHEAST OF A 40 INCH OAK TREE. THE MONUMENT
 FE2611'PROJECTS 3 INCHES AND THE DISK IS STAMPED EDITH 1929.
 FE2611'
 FE2611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2611'HIGHWAY 88 IN HALLS, GO WEST ON HIGHWAY 88 FOR 1.6 MILES TO A ROAD
 FE2611'FORK. TAKE THE LEFT FORK AND GO SOUTHWEST ON THE PAVED ROAD FOR 5.3
 FE2611'MILES TO A GRAVELED CROSSROAD.  CONTINUE SOUTHWEST ON THE PAVED
 FE2611'ROAD FOR 1.5 MILES TO A GRAVELED SIDE ROAD WEST.* CONTINUE SOUTHWEST
 FE2611'ON THE PAVED ROAD FOR 1.45 MILES TO A GRAVELED SIDE ROAD RIGHT.
 FE2611'TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR .75 MILE TO A HOUSE
 FE2611'ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 FE2611'
 FE2611'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON THE GRAVELED
 FE2611'ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE2611'
 FE2611'REFERENCE MARK 3 IS 47 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 FE2611'ROAD, 39 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 12
 FE2611'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY. THE MONUMENT IS FLUSH AND
 FE2611'THE DISK IS STAMPED EDITH NO 3 1929.
 FE2611'
 FE2611'REFERENCE MARK 4 IS 30 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 FE2611'ROAD AND 10 FEET HIGHER THAN THE SURFACE OF THE ROAD. THE
 FE2611'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED EDITH NO 4 1929.
 FE2611'
 FE2611'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 FE2611'ROAD, 1 FOOT WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A WIRE
 FE2611'FENCE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED EDITH
 FE2611'1929.
 FE2611'
 FE2611'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0556 ***********************************************************************
 FC0556  DESIGNATION -  EE 244
 FC0556  PID         -  FC0556
 FC0556  STATE/COUNTY-  TN/MCMINN
 FC0556  USGS QUAD   -  CALHOUN (1980)
 FC0556
 FC0556                         *CURRENT SURVEY CONTROL
 FC0556  ___________________________________________________________________
 FC0556* NAD 83(1986)-  35 22 22.     (N)    084 43 29.     (W)     SCALED    
 FC0556* NAVD 88     -       228.643  (meters)     750.14   (feet)  ADJUSTED  
 FC0556  ___________________________________________________________________
 FC0556  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0556  DYNAMIC HT  -         228.420 (meters)     749.41  (feet)  COMP
 FC0556  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 FC0556
 FC0556  VERT ORDER  -  SECOND    CLASS 0
 FC0556
 FC0556.The horizontal coordinates were scaled from a topographic map and have
 FC0556.an estimated accuracy of +/- 6 seconds.
 FC0556
 FC0556.The orthometric height was determined by differential leveling
 FC0556.and adjusted by the National Geodetic Survey in June 1991..
 FC0556
 FC0556.The geoid height was determined by GEOID03.
 FC0556
 FC0556.The dynamic height is computed by dividing the NAVD 88
 FC0556.geopotential number by the normal gravity value computed on the
 FC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0556.degrees latitude (g = 980.6199 gals.).
 FC0556
 FC0556.The modeled gravity was interpolated from observed gravity values.
 FC0556
 FC0556;                    North         East    Units  Estimated Accuracy
 FC0556;SPC TN       -   116,080.      715,880.      MT  (+/- 180 meters Scaled)
 FC0556
 FC0556                          SUPERSEDED SURVEY CONTROL
 FC0556
 FC0556  NGVD 29 (??/??/92)  228.702  (m)          750.33   (f) ADJ UNCH    2 0
 FC0556
 FC0556.Superseded values are not recommended for survey control.
 FC0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0556.See file dsdata.txt to determine how the superseded data were derived.
 FC0556
 FC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE066167(NAD 83)
 FC0556_MARKER: DB = BENCH MARK DISK
 FC0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0556_STAMPING: EE 244 1961
 FC0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0556+STABILITY: SURFACE MOTION
 FC0556
 FC0556  HISTORY     - Date     Condition        Report By
 FC0556  HISTORY     - 1961     MONUMENTED       CGS
 FC0556  HISTORY     - 1970     GOOD             NGS
 FC0556
 FC0556                          STATION DESCRIPTION
 FC0556
 FC0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FC0556'1.7 MI W FROM RICEVILLE.
 FC0556'THIS MARK WAS RECOVERED IN GOOD CONDITION.  TO REACH FROM THE
 FC0556'NEW POST OFFICE IN RICEVILLE, GO NORTH-NORTHEASTERLY ON U.S.
 FC0556'HIGHWAY 11 FOR 0.25 OF A MILE TO A CROSSROAD.  HERE TURN LEFT ON
 FC0556'COUNTY ROUTE 4374 AND GO NORTHWESTERLY FOR 0.2 OF A MILE TO A
 FC0556'ROAD RIGHT, CONTINUE ON COUNTY ROUTE 4374 FOR 0.8 OF A MILE IN
 FC0556'A GENERALLY WESTERLY DIRECTION TO A GRAVELED T ROAD LEFT.  HERE
 FC0556'TURN LEFT ON THIS GRAVELED ROAD AND GO SOUTH-SOUTHWESTERLY,
 FC0556'PASSING THOMPSON SPRING, FOR 1.6 MILES TO A DRIVEWAY ON THE
 FC0556'RIGHT AND THE MARK AS DESCRIBED.  IT IS 27 FEET NORTHWEST OF THE
 FC0556'APPROXIMATE CENTER OF THE GRAVELED ROAD, 18 FEET NORTHWEST OF
 FC0556'A 42-INCH ELM TREE, 16 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FC0556'OF THE DRIVEWAY, 1 FOOT SOUTHWEST OF A FENCE, AND 0.9 OF A
 FC0556'FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC0556'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC0556'MONUMENT PROJECTING 5 INCHES AND THE DISK IS STAMPED EE 244 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2574 ***********************************************************************
 FE2574  DESIGNATION -  EGYPT
 FE2574  PID         -  FE2574
 FE2574  STATE/COUNTY-  TN/SHELBY
 FE2574  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2574
 FE2574                         *CURRENT SURVEY CONTROL
 FE2574  ___________________________________________________________________
 FE2574* NAD 83(1995)-  35 14 31.54447(N)    089 58 33.03888(W)     ADJUSTED  
 FE2574* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 FE2574  ___________________________________________________________________
 FE2574  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2574  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2574
 FE2574  HORZ ORDER  -  SECOND
 FE2574
 FE2574.The horizontal coordinates were established by classical geodetic methods
 FE2574.and adjusted by the National Geodetic Survey in April 1999..
 FE2574
 FE2574.The orthometric height was scaled from a topographic map.
 FE2574
 FE2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2574
 FE2574.The geoid height was determined by GEOID03.
 FE2574
 FE2574;                    North         East     Units Scale Factor Converg.
 FE2574;SPC TN       -   108,177.115   238,223.725   MT  1.00000140   -2 19 39.4
 FE2574;SPC TN       -   354,911.08    781,572.34   sFT  1.00000140   -2 19 39.4
 FE2574;SPC AR N     -   102,712.898   584,214.080   MT  0.99995366   +1 10 40.3
 FE2574;SPC AR N     -   336,983.90  1,916,709.03   sFT  0.99995366   +1 10 40.3
 FE2574;UTM  16      - 3,903,951.033   229,210.526   MT  1.00050378   -1 43 05.5
 FE2574;UTM  15      - 3,904,084.020   775,187.004   MT  1.00053337   +1 44 46.1
 FE2574
 FE2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2574!SPC TN       -   0.99998921  x   1.00000140  =   0.99999061
 FE2574!SPC AR N     -   0.99998921  x   0.99995366  =   0.99994287
 FE2574!UTM  16      -   0.99998921  x   1.00050378  =   1.00049299
 FE2574!UTM  15      -   0.99998921  x   1.00053337  =   1.00052257
 FE2574
 FE2574:                Primary Azimuth Mark                     Grid Az
 FE2574:SPC TN       -  MILLINGTON DUPONT CHEM S STACK           012 38 57.1
 FE2574:SPC AR N     -  MILLINGTON DUPONT CHEM S STACK           009 08 37.4
 FE2574:UTM  16      -  MILLINGTON DUPONT CHEM S STACK           012 02 23.2
 FE2574:UTM  15      -  MILLINGTON DUPONT CHEM S STACK           008 34 31.6
 FE2574
 FE2574|---------------------------------------------------------------------|
 FE2574| PID    Reference Object                     Distance      Geod. Az  |
 FE2574|                                                           dddmmss.s |
 FE2574| FE2602 MILLINGTON DUPONT CHEM S STACK      APPROX.12.1 KM 0101917.7 |
 FE2574| FE2606 WOODSTOCK GRACE CHEM PRELL TWR      APPROX. 4.6 KM 0131441.8 |
 FE2574| FE2581 RALEIGH                             APPROX. 8.3 KM 0934552.8 |
 FE2574| FE2580 RALEIGH MUNICIPAL TANK              APPROX. 4.9 KM 1093654.1 |
 FE2574| CG4000 EGYPT RM 1                           30.687 METERS 21515     |
 FE2574| FF1988 MEMPHIS RADIO STA WMPS SE MAST      APPROX. 6.4 KM 2501757.8 |
 FE2574| CG3999 EGYPT AZ MK                                        2701221.9 |
 FE2574| CG4001 EGYPT RM 2                           29.818 METERS 27356     |
 FE2574| FF0305 BENJESTOWN RAD STA WHBQ MAST 5      APPROX. 6.7 KM 2801444.9 |
 FE2574| FF1943 MEMPHIS RAD STA WDIA S CEN MST      APPROX. 4.7 KM 3070412.8 |
 FE2574| FF1942 SHELBY STATE PARK WT 31 LOT         APPROX.12.3 KM 3364300.8 |
 FE2574| FE2605 WOODSTOCK DUPONT CHEM TANK          APPROX. 2.8 KM 3514102.2 |
 FE2574|---------------------------------------------------------------------|
 FE2574
 FE2574                          SUPERSEDED SURVEY CONTROL
 FE2574
 FE2574  NAD 83(1995)-  35 14 31.55106(N)    089 58 33.03894(W) AD(       ) 2
 FE2574  NAD 83(1995)-  35 14 31.55320(N)    089 58 33.03888(W) AD(       ) 2
 FE2574  NAD 83(1986)-  35 14 31.55544(N)    089 58 33.03992(W) AD(       ) 2
 FE2574  NAD 27      -  35 14 31.23940(N)    089 58 32.72070(W) AD(       ) 2
 FE2574
 FE2574.Superseded values are not recommended for survey control.
 FE2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2574.See file dsdata.txt to determine how the superseded data were derived.
 FE2574
 FE2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2921103951(NAD 83)
 FE2574_MARKER: DS = TRIANGULATION STATION DISK
 FE2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2574
 FE2574  HISTORY     - Date     Condition        Report By
 FE2574  HISTORY     - 1957     MONUMENTED       CGS
 FE2574  HISTORY     - 1958     GOOD             CGS
 FE2574  HISTORY     - 1989     MARK NOT FOUND   USE
 FE2574  HISTORY     - 19970805 MARK NOT FOUND   TN1620
 FE2574
 FE2574                          STATION DESCRIPTION
 FE2574
 FE2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2574'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF THE CENTER OF MEMPHIS,
 FE2574'ABOUT 8 MILES SOUTHWEST OF MILLINGTON AND ON PROPERTY OWNED BY
 FE2574'MR. SNEAD MORGAN.  IT IS 79 FEET SOUTHWEST OF THE INTERSECTION OF
 FE2574'HAWKINS MILL ROAD AND A BRICK DRIVEWAY SOUTH, 43 FEET SOUTH OF
 FE2574'THE CENTERLINE OF HAWKINS MILL ROAD, 32 FEET SOUTHEAST OF A 24 INCH
 FE2574'OAK TREE, 18 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 16
 FE2574'FEET SOUTH OF A WHITE WITNESS POST AND A FENCE.  THE MONUMENT IS
 FE2574'FLUSH AND THE DISK IS STAMPED EGYPT 1957.
 FE2574'
 FE2574'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE WOLF
 FE2574'RIVER AT THE NORTHWEST EDGE OF MEMPHIS, GO NORTH AND NORTHEAST ON
 FE2574'U.S. HIGHWAY 51 FOR 4.05 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON
 FE2574'MILLINGTON ROAD AND GO EAST FOR 0.9 MILE TO A SIDE ROAD RIGHT.
 FE2574'TURN RIGHT ON OVERTON CROSSING ROAD AND GO S FOR 0.4 MILE TO A SIDE
 FE2574'ROAD LEFT.  TURN LEFT ON HAWKINS MILL ROAD AND GO EAST FOR 1.0 MILE
 FE2574'TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 FE2574'EAST ON HAWKINS MILL ROAD FOR 0.15 MILE TO A BRICK DRIVEWAY AND
 FE2574'THE STATION ON THE RIGHT.
 FE2574'
 FE2574'REFERENCE MARK 1 IS 30 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY
 FE2574'AND 10 FEET WEST OF A POWER LINE POLE.  THE MONUMENT IS FLUSH AND
 FE2574'THE DISK IS STAMPED EGYPT NO 1 1957.
 FE2574'
 FE2574'REFERENCE MARK 2 IS 16 FEET SOUTHWEST OF A 20 INCH OAK TREE AND 9
 FE2574'FEET SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2574'STAMPED EGYPT NO 2 1957.
 FE2574'
 FE2574'THE AZIMUTH MARK IS 159 FEET SOUTH OF THE INTERSECTION OF HAWKINS
 FE2574'MILL ROAD AND BEACON HILLS ROAD, 22 FEET EAST OF THE CENTERLINE OF
 FE2574'BEACON HILLS ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 FE2574'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED EGYPT 1957.
 FE2574'
 FE2574'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FE2574
 FE2574                          STATION RECOVERY (1958)
 FE2574
 FE2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCR)
 FE2574'STATION RECOVERED AND ALL MARKS FOUND AS DESCRIBED.  TO REACH
 FE2574'ADEQUATE.  THE STATION IS NOW ON PROPERTY OWNED BY MR.  E.H.
 FE2574'MANUEL WHO LIVES ON THE PROPERTY.
 FE2574
 FE2574                          STATION RECOVERY (1989)
 FE2574
 FE2574'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE2574'MARK NOT FOUND.
 FE2574
 FE2574                          STATION RECOVERY (1997)
 FE2574
 FE2574'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FE2574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1662 ***********************************************************************
 GD1662  DESIGNATION -  ELBRIDGE
 GD1662  PID         -  GD1662
 GD1662  STATE/COUNTY-  TN/OBION
 GD1662  USGS QUAD   -  HORNBEAK (1983)
 GD1662
 GD1662                         *CURRENT SURVEY CONTROL
 GD1662  ___________________________________________________________________
 GD1662* NAD 83(1995)-  36 16 14.32835(N)    089 20 06.10931(W)     ADJUSTED  
 GD1662* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 GD1662  ___________________________________________________________________
 GD1662  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GD1662  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD1662
 GD1662  HORZ ORDER  -  THIRD
 GD1662
 GD1662.The horizontal coordinates were established by classical geodetic methods
 GD1662.and adjusted by the National Geodetic Survey in April 1999..
 GD1662
 GD1662.The orthometric height was scaled from a topographic map.
 GD1662
 GD1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1662
 GD1662.The geoid height was determined by GEOID03.
 GD1662
 GD1662;                    North         East     Units Scale Factor Converg.
 GD1662;SPC TN       -   220,050.967   300,396.952   MT  0.99997736   -1 57 08.9
 GD1662;SPC TN       -   721,950.55    985,552.33   sFT  0.99997736   -1 57 08.9
 GD1662;UTM  16      - 4,016,497.131   290,253.127   MT  1.00014208   -1 22 54.9
 GD1662
 GD1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1662!SPC TN       -   0.99998356  x   0.99997736  =   0.99996092
 GD1662!UTM  16      -   0.99998356  x   1.00014208  =   1.00012564
 GD1662
 GD1662|---------------------------------------------------------------------|
 GD1662| PID    Reference Object                     Distance      Geod. Az  |
 GD1662|                                                           dddmmss.s |
 GD1662| CG4003 ELBRIDGE RM 1                         6.790 METERS 03313     |
 GD1662| CG4002 ELBRIDGE AZ MK                                     1145615.2 |
 GD1662| GD1665 66 20 13                             12.885 METERS 14102     |
 GD1662| GD1645 NEWBERN MUNICIPAL TANK              APPROX.18.4 KM 1601055.0 |
 GD1662|---------------------------------------------------------------------|
 GD1662
 GD1662                          SUPERSEDED SURVEY CONTROL
 GD1662
 GD1662  NAD 83(1995)-  36 16 14.33227(N)    089 20 06.10919(W) AD(       ) 3
 GD1662  NAD 83(1995)-  36 16 14.33362(N)    089 20 06.10985(W) AD(       ) 3
 GD1662  NAD 83(1986)-  36 16 14.33964(N)    089 20 06.10900(W) AD(       ) 3
 GD1662  NAD 27      -  36 16 14.09720(N)    089 20 05.84680(W) AD(       ) 3
 GD1662
 GD1662.Superseded values are not recommended for survey control.
 GD1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1662.See file dsdata.txt to determine how the superseded data were derived.
 GD1662
 GD1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9025316497(NAD 83)
 GD1662_MARKER: DS = TRIANGULATION STATION DISK
 GD1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1662
 GD1662  HISTORY     - Date     Condition        Report By
 GD1662  HISTORY     - 1959     MONUMENTED       CGS
 GD1662  HISTORY     - 19640429 MARK NOT FOUND   USGS
 GD1662  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD1662
 GD1662                          STATION DESCRIPTION
 GD1662
 GD1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1662'THE STATION IS ABOUT 1 MILE NORTHWEST OF ELBRIDGE, ABOUT 5 MILES
 GD1662'SOUTHWEST OF HORNBEAK AND ON PROPERTY OWNED BY MRS. ALICE THURMAN.
 GD1662'IT IS 96 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 89 FEET
 GD1662'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 51 FEET NORTHWEST OF
 GD1662'A WALNUT TREE, 46 FEET NORTHWEST OF A WHITE WITNESS POST AND 15 FEET
 GD1662'WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1662'ELBRIDGE 1959.
 GD1662'
 GD1662'TO REACH THE STATION FROM THE NEW CHAPEL METHODIST CHURCH IN
 GD1662'ELBRIDGE, GO NORTH ON A PAVED ROAD FOR 0.25 MILE TO THE END OF
 GD1662'PAVEMENT.  CONTINUE NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO
 GD1662'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH ON THE
 GD1662'GRAVELED ROAD FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO WEST ON
 GD1662'THE GRAVELED ROAD FOR 0.45 MILE TO THE HOME OF MRS. ALICE THURMAN ON
 GD1662'THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GD1662'
 GD1662'REFERENCE MARK 1 IS 108 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 GD1662'ROAD, 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 1
 GD1662'FOOT WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1662'STAMPED ELBRIDGE NO 1 1959.
 GD1662'
 GD1662'66/20/13 IS A STANDARD TENNESSEE DIVISION OF GEOLOGY DISK SET IN THE
 GD1662'TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS 48
 GD1662'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 8 FEET NORTHWEST
 GD1662'OF A WALNUT TREE, 4 FEET NORTH OF THE WHITE WITNESS POST AND 1 FOOT
 GD1662'WEST OF THE FENCE.  THE DISK IS STAMPED 66/20/13.
 GD1662'
 GD1662'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 42 FEET SOUTH OF THE
 GD1662'CENTERLINE OF A DRIVEWAY, 36 FEET WEST OF THE WEST SIDE OF A BARN,
 GD1662'23 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT WEST OF
 GD1662'A FENCE AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MONUMENT
 GD1662'PROJECTS 2 INCHES AND THE DISK IS STAMPED ELBRIDGE 1959.
 GD1662'
 GD1662'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1662
 GD1662                          STATION RECOVERY (1964)
 GD1662
 GD1662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (LRW)
 GD1662'MARK NOT FOUND.
 GD1662
 GD1662                          STATION RECOVERY (1967)
 GD1662
 GD1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1662'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 GD1662'IN GOOD CONDITION.  A NEW HOME HAS BEEN BUILT BY MR. PRESTON
 GD1662'MARSHALL AT THE STATION SITE AND WOULD BE DIRECTLY OVER THE STATION
 GD1662'SITE.  THE HOUSE WAS CRAWLED UNDER IN AN EFFORT TO FIND THE
 GD1662'STATION, BUT IT COULD NOT BE FOUND, HOWEVER, IT IS VERY POSSIBLE
 GD1662'THAT THE STATION AND SUBSURFACE MARK COULD STILL BE THERE, AS
 GD1662'MR.  MARSHALL STATED THAT NO GRADING WAS DONE PRIOR TO THE TIME
 GD1662'THE FOOTINGS WERE POURED, BUT HE HAD NEVER SEEN THE STATION
 GD1662'MARK HIMSELF.  66/20/13 (TENN. DIV. OF GEOL.) MARK WHICH
 GD1662'WAS TRAVERSED TO IN 1959 WAS FOUND LAYING IN A ROAD DITCH SOME
 GD1662'DISTANCE FROM THE ORIGINAL SITE, AND THE DISK WAS REMOVED.
 GD1662'
 GD1662'REFERENCE MARK NO. 1 WHICH IS NOW IN MR. MARSHALLS YARD AND 8.5
 GD1662'FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, SHOWS NO EVIDENCE
 GD1662'OF EVER BEING DISTURBED, AND WAS LEFT INTACT FOR POSSIBLE USE AS
 GD1662'AN ECCENTRIC POINT IN THE FUTURE.  THE AZIMUTH MARK WAS FOUND AS
 GD1662'DESCRIBED AND WAS IN NO WAY DISTURBED.
 GD1662'
 GD1662'THE ORIGINAL STATION TO-REACH IS COMPLETELY ADEQUATE FOR THE
 GD1662'REMAINING MARKS.
 GD1662'
 GD1662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 GD1662'NORTHWEST OF ELBRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1865 ***********************************************************************
 FC1865  DESIGNATION -  ELDER MOUNTAIN TSFS LOT SC 28
 FC1865  PID         -  FC1865
 FC1865  STATE/COUNTY-  TN/MARION
 FC1865  USGS QUAD   -  CHATTANOOGA (1976)
 FC1865
 FC1865                         *CURRENT SURVEY CONTROL
 FC1865  ___________________________________________________________________
 FC1865* NAD 83(1995)-  35 04 07.18964(N)    085 22 02.29969(W)     ADJUSTED  
 FC1865* NAVD 88     -                                                        
 FC1865  ___________________________________________________________________
 FC1865  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 FC1865  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FC1865
 FC1865  HORZ ORDER  -  THIRD
 FC1865
 FC1865.The horizontal coordinates were established by classical geodetic methods
 FC1865.and adjusted by the National Geodetic Survey in April 1999..
 FC1865
 FC1865
 FC1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1865
 FC1865.The geoid height was determined by GEOID03.
 FC1865
 FC1865;                    North         East     Units Scale Factor Converg.
 FC1865;SPC TN       -    81,772.661   657,710.966   MT  1.00003695   +0 22 13.5
 FC1865;SPC TN       -   268,282.47  2,157,840.06   sFT  1.00003695   +0 22 13.5
 FC1865;UTM  16      - 3,881,876.532   648,868.418   MT  0.99987313   +0 56 17.7
 FC1865
 FC1865                          SUPERSEDED SURVEY CONTROL
 FC1865
 FC1865  NAD 83(1995)-  35 04 07.18975(N)    085 22 02.29986(W) AD(       ) 4
 FC1865  NAD 83(1995)-  35 04 07.19012(N)    085 22 02.30210(W) AD(       ) 4
 FC1865  NAD 83(1995)-  35 04 07.19089(N)    085 22 02.30014(W) AD(       ) 4
 FC1865  NAD 83(1986)-  35 04 07.19099(N)    085 22 02.29928(W) AD(       ) 4
 FC1865  NAD 27      -  35 04 06.93000(N)    085 22 02.44400(W) AD(       ) 3
 FC1865
 FC1865.Superseded values are not recommended for survey control.
 FC1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1865.See file dsdata.txt to determine how the superseded data were derived.
 FC1865
 FC1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4886881877(NAD 83)
 FC1865_MARKER: 57 = LOOKOUT TOWER
 FC1865
 FC1865  HISTORY     - Date     Condition        Report By
 FC1865  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1865
 FC1865                          STATION DESCRIPTION
 FC1865
 FC1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1865'THE STATION IS A TENNESSEE STATE FOREST SERVICE LOOKOUT TOWER LOCATED
 FC1865'ON ELDER MOUNTAIN ABOUT 5 MILES NORTHWEST OF CHATTANOOGA.
 FC1865'
 FC1865'TO REACH THE STATION FROM THE LOOKOUT VALLEY BRANCH POST OFFICE IN
 FC1865'TIFTONIA, GO NORTH ON BROWNS FERRY ROAD FOR 1.3 MILES TO PAN GAP
 FC1865'ROAD, TURN LEFT AND GO 0.75 MILE TO A CROSSROAD, CONTINUE AHEAD FOR
 FC1865'0.15 MILE TO A SIGN PRIVATE ROAD, KEEP OUT, ELDER MOUNTAIN, FOLLOW
 FC1865'THE PRIVATE ROAD FOR 2.2 MILES TO A FORK, TAKE THE LEFT FORK FOR 0.25
 FC1865'MILE TO A REVERSE Y, CONTINUE AHEAD ON GRAVELED ROAD FOR 0.55 MILE
 FC1865'TO THE STATION ON THE LEFT, 27 FEET NORTHEAST OF APPROXIMATE CENTER
 FC1865'OF THE GRAVELED ROAD.
 FC1865'
 FC1865'THE STATION IS A REGULAR LOOKOUT CAB SUPPORTED ATOP AN 80 FOOT
 FC1865'4-LEGGED STEEL TOWER.  THE APEX OF THE CAB IS THE POINT
 FC1865'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3368 ***********************************************************************
 GA3368  DESIGNATION -  ELIZABETHTON
 GA3368  PID         -  GA3368
 GA3368  STATE/COUNTY-  TN/CARTER
 GA3368  USGS QUAD   -  ELIZABETHTON (1968)
 GA3368
 GA3368                         *CURRENT SURVEY CONTROL
 GA3368  ___________________________________________________________________
 GA3368* NAD 83(1995)-  36 20 19.95507(N)    082 13 35.41521(W)     ADJUSTED  
 GA3368* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 GA3368  ___________________________________________________________________
 GA3368  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 GA3368  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3368
 GA3368  HORZ ORDER  -  THIRD
 GA3368
 GA3368.The horizontal coordinates were established by classical geodetic methods
 GA3368.and adjusted by the National Geodetic Survey in April 1999..
 GA3368
 GA3368.The orthometric height was scaled from a topographic map.
 GA3368
 GA3368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3368
 GA3368.The geoid height was determined by GEOID03.
 GA3368
 GA3368;                    North         East     Units Scale Factor Converg.
 GA3368;SPC TN       -   229,046.755   938,682.439   MT  0.99998713   +2 12 33.0
 GA3368;SPC TN       -   751,464.23  3,079,660.64   sFT  0.99998713   +2 12 33.0
 GA3368;UTM  17      - 4,022,234.025   389,930.428   MT  0.99974927   -0 43 36.7
 GA3368
 GA3368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3368!SPC TN       -   0.99991753  x   0.99998713  =   0.99990466
 GA3368!UTM  17      -   0.99991753  x   0.99974927  =   0.99966682
 GA3368
 GA3368:                Primary Azimuth Mark                     Grid Az
 GA3368:SPC TN       -  HOLSTON 2                                036 26 24.2
 GA3368:UTM  17      -  HOLSTON 2                                039 22 33.9
 GA3368
 GA3368|---------------------------------------------------------------------|
 GA3368| PID    Reference Object                     Distance      Geod. Az  |
 GA3368|                                                           dddmmss.s |
 GA3368| GA3370 HOLSTON 2                           APPROX.14.0 KM 0383857.2 |
 GA3368| DB9242 ELIZABETHTON RM 1                    14.524 METERS 06832     |
 GA3368| DB9243 ELIZABETHTON RM 2                    13.771 METERS 32835     |
 GA3368|---------------------------------------------------------------------|
 GA3368
 GA3368                          SUPERSEDED SURVEY CONTROL
 GA3368
 GA3368  NAD 83(1995)-  36 20 19.95852(N)    082 13 35.41615(W) AD(       ) 3
 GA3368  NAD 83(1995)-  36 20 19.95757(N)    082 13 35.42968(W) AD(       ) 3
 GA3368  NAD 83(1995)-  36 20 19.96356(N)    082 13 35.41675(W) AD(       ) 3
 GA3368  NAD 83(1986)-  36 20 19.96378(N)    082 13 35.41936(W) AD(       ) 3
 GA3368  NAD 27      -  36 20 19.55700(N)    082 13 35.98800(W) AD(       ) 3
 GA3368
 GA3368.Superseded values are not recommended for survey control.
 GA3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3368.See file dsdata.txt to determine how the superseded data were derived.
 GA3368
 GA3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8993022234(NAD 83)
 GA3368_MARKER: DS = TRIANGULATION STATION DISK
 GA3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3368
 GA3368  HISTORY     - Date     Condition        Report By
 GA3368  HISTORY     - 1934     MONUMENTED       CGS
 GA3368  HISTORY     - 1959     GOOD             CGS
 GA3368  HISTORY     - 1967     GOOD             CGS
 GA3368  HISTORY     - 1979     MARK NOT FOUND   NGS
 GA3368
 GA3368                          STATION DESCRIPTION
 GA3368
 GA3368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3368'IN ELIZABETHTON, ABOUT 1 MILE FROM CENTER OF TOWN, ABOUT 200 YARDS
 GA3368'EAST OF LARGE
 GA3368'CONCRETE WATER TANK, ON BARE RIDGE, ON PROPERTY OF
 GA3368'AMERICAN BEMBERG CO.  150 FEET
 GA3368'NORTH OF SMALL 2-ROOM HOUSE OF NAT
 GA3368'GWEN, AND 25 FEET SOUTH OF DIRT ROAD TO TANK.  TO
 GA3368'REACH FROM FIRST
 GA3368'NATIONAL BANK, FOLLOW ROUTE 67 WEST 0.6 MILE TO ROAN STREET, TURN
 GA3368'LEFT AND GO 0.2
 GA3368'MILE MILE, KEEP STRAIGHT AHEAD AT JOGGED CROSSROADS
 GA3368'UPHILL ON CINDER ROAD, GO 0.2 MILE
 GA3368'AND TURN SOUTHWEST JUST BEFORE
 GA3368'REACHING SMALL GREEN HOUSE ON RIGHT, AND GO 0.1 MILE
 GA3368'TO STATION.
 GA3368'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GA3368'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GA3368'CONCRETE.  NO. 1 IS 30 FEET
 GA3368'SOUTH OF CENTER OF ROAD AND
 GA3368'47.65 FEET FROM STATION N 21 DEG 28 MIN E.  NO.
 GA3368'2 IS 12 FEET
 GA3368'NORTH OF CENTER OF ROAD AND 45.18 FEET FROM STATION N 31 DEG 25 MIN W.
 GA3368'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION- HIGH
 GA3368'SCHOOL, SOUTHWEST CHIMNEY, 1
 GA3368'MILE, N 49 DEG 06 MIN E, WHITE
 GA3368'CHURCH, GRAY SPIRE, 0.5 MILE, N 18 DEG 25 MIN E,
 GA3368'UPPER CITY
 GA3368'RESERVOIR, 200 YARDS, S 81 DEG 59 MIN W, GLANZSTOFF SMOKESTACK,
 GA3368'0.75 MILE, N 49 DEG 21 MIN W,
 GA3368'LOWER CITY RESERVOIR, 250 YARDS, N 41 DEG W,
 GA3368'AMERICAN BEMBERG CO., SMOKESTACK, 0.75 MILE,
 GA3368'N 36 DEG 25 MIN W, AND BAPTIST CHURCH, BELL
 GA3368'TOWER, 1 MILE, N 29 DEG E.
 GA3368
 GA3368                          STATION RECOVERY (1959)
 GA3368
 GA3368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GA3368'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION NOT FURNISHED FIELD
 GA3368'PARTY.  REFERENCE MARKS
 GA3368'SEARCHED FOR BUT NOT FOUND.
 GA3368
 GA3368                          STATION RECOVERY (1967)
 GA3368
 GA3368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GA3368'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN FAIR CONDITION.
 GA3368'THE 1959 RECOVERY
 GA3368'NOTE STATES THAT THE REFERENCE MARKS WERE NOT
 GA3368'FOUND, HOWEVER, THEY ARE BOTH IN
 GA3368'GOOD SHAPE AND THE 1934 DISTANCE
 GA3368'MEASUREMENTS TO THEM CHECK FLAT.
 GA3368'
 GA3368'REACH IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW TO-REACH.
 GA3368'
 GA3368'TO REACH FROM THE SOUTHEAST CORNER OF THE POST OFFICE IN
 GA3368'ELIZABETHTON, GO
 GA3368'WESTERLY ON STATE ROUTE 67 FOR 0.75 MILE TO SOUTH RANGE STREET ON
 GA3368'THE LEFT.  HERE TURN
 GA3368'LEFT ON SOUTH RANGE STREET AND GO SOUTH FOR 0.35
 GA3368'MILE TO RIDGECREST DRIVE ON THE RIGHT,
 GA3368'TURN RIGHT ON RIDGECREST AND
 GA3368'GO WEST FOR 0.1 MILE TO THE BILLY RAY MILLER HOME ON THE
 GA3368'LEFT AND
 GA3368'E.T.T.  FROM THIS POINT PACK SOUTH ALONG A WHITE WOODEN FENCE FOR
 GA3368'ABOUT 75 YARDS TO
 GA3368'THE TOP OF THE RIDGE, TURN LEFT ALONG TOP OF RIDGE
 GA3368'AND PACK EASTERLY FOR ABOUT 120
 GA3368'YARDS TO THE STATION IN DENSE
 GA3368'UNDERGROWTH.  THE STATION IS NOW 0.8 OF A FOOT
 GA3368'NORTH OF A METAL
 GA3368'WITNESS POST AND SIGN.
 GA3368
 GA3368                          STATION RECOVERY (1979)
 GA3368
 GA3368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GA3368'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  THE STATION MARK AND
 GA3368'REFERENCE MARK 1 WERE NOT FOUND AND ASSUMED DESTROYED BY GRADING FOR
 GA3368'A NEW HOUSE AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0447 ***********************************************************************
 FD0447  DESIGNATION -  ELK
 FD0447  PID         -  FD0447
 FD0447  STATE/COUNTY-  TN/GILES
 FD0447  USGS QUAD   -  ELKTON (1982)
 FD0447
 FD0447                         *CURRENT SURVEY CONTROL
 FD0447  ___________________________________________________________________
 FD0447* NAD 83(1995)-  35 03 20.95911(N)    086 52 50.25362(W)     ADJUSTED  
 FD0447* NAVD 88     -       188.374  (meters)     618.02   (feet)  ADJUSTED  
 FD0447  ___________________________________________________________________
 FD0447  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FD0447  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0447  DYNAMIC HT  -         188.197 (meters)     617.44  (feet)  COMP
 FD0447  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FD0447
 FD0447  HORZ ORDER  -  SECOND
 FD0447  VERT ORDER  -  SECOND    CLASS 0
 FD0447
 FD0447.The horizontal coordinates were established by classical geodetic methods
 FD0447.and adjusted by the National Geodetic Survey in April 1999..
 FD0447
 FD0447.The orthometric height was determined by differential leveling
 FD0447.and adjusted by the National Geodetic Survey in June 1991..
 FD0447
 FD0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0447
 FD0447.The geoid height was determined by GEOID03.
 FD0447
 FD0447.The dynamic height is computed by dividing the NAVD 88
 FD0447.geopotential number by the normal gravity value computed on the
 FD0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0447.degrees latitude (g = 980.6199 gals.).
 FD0447
 FD0447.The modeled gravity was interpolated from observed gravity values.
 FD0447
 FD0447;                    North         East     Units Scale Factor Converg.
 FD0447;SPC TN       -    80,522.817   519,661.773   MT  1.00003994   -0 30 56.0
 FD0447;SPC TN       -   264,181.94  1,704,923.67   sFT  1.00003994   -0 30 56.0
 FD0447;UTM  16      - 3,879,240.051   510,885.674   MT  0.99960146   +0 04 06.8
 FD0447
 FD0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0447!SPC TN       -   0.99997477  x   1.00003994  =   1.00001471
 FD0447!UTM  16      -   0.99997477  x   0.99960146  =   0.99957624
 FD0447
 FD0447|---------------------------------------------------------------------|
 FD0447| PID    Reference Object                     Distance      Geod. Az  |
 FD0447|                                                           dddmmss.s |
 FD0447| FD0446 ELK RM 1                              8.220 METERS 04324     |
 FD0447| FD0451 DICKSON                             APPROX. 1.5 KM 1694359.7 |
 FD0447| FD0448 ELK RM 2                              7.246 METERS 22235     |
 FD0447|---------------------------------------------------------------------|
 FD0447
 FD0447                          SUPERSEDED SURVEY CONTROL
 FD0447
 FD0447  NAD 83(1995)-  35 03 20.96025(N)    086 52 50.25367(W) AD(       ) 2
 FD0447  NAD 83(1995)-  35 03 20.96349(N)    086 52 50.25648(W) AD(       ) 2
 FD0447  NAD 83(1986)-  35 03 20.96673(N)    086 52 50.25515(W) AD(       ) 2
 FD0447  NAD 27      -  35 03 20.67040(N)    086 52 50.24530(W) AD(       ) 2
 FD0447  NGVD 29 (??/??/92)  188.343  (m)          617.92   (f) ADJ UNCH    2 0
 FD0447
 FD0447.Superseded values are not recommended for survey control.
 FD0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0447.See file dsdata.txt to determine how the superseded data were derived.
 FD0447
 FD0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1088679240(NAD 83)
 FD0447_MARKER: DE = TRAVERSE STATION DISK
 FD0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0447_STAMPING: ELK 1960
 FD0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0447+STABILITY: SURFACE MOTION
 FD0447
 FD0447  HISTORY     - Date     Condition        Report By
 FD0447  HISTORY     - 1960     MONUMENTED       CGS
 FD0447  HISTORY     - 1960     GOOD             CGS
 FD0447
 FD0447                          STATION DESCRIPTION
 FD0447
 FD0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0447'THE STATION IS LOCATED ABOUT 0.5 MILE EAST OF ELKTON AND ON THE NORTH
 FD0447'SIDE OF THE ELK RIVER.
 FD0447'
 FD0447'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO EAST ON TAR
 FD0447'ROAD FOR 0.15 MILE TO END
 FD0447'OF TAR ROAD, TURN RIGHT, SOUTH, ON GRAVELED ROAD FOR
 FD0447'0.3 MILE TO THE STATION ON THE
 FD0447'LEFT.
 FD0447'
 FD0447'THE STATION MARK IS 16 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 FD0447'2.1 FEET NORTH OF WITNESS
 FD0447'SIGN AND 2 FEET NORTH OF WIRE FENCE.  THE MARK IS A
 FD0447'STANDARD TRAVERSE DISK, SET IN TOP
 FD0447'OF A CONCRETE POST, WHICH PROJECTS
 FD0447'2 INCHES, AND IS STAMPED ELK 1960.
 FD0447'
 FD0447'REFERENCE MARK NO 1 IS 16 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 FD0447'AND 2 FEET NORTH OF WIRE
 FD0447'FENCE.  THE MARK IS A STANDARD DISK, SET IN TOP OF
 FD0447'A CONCRETE POST, WHICH PROJECTS 2
 FD0447'INCHES, AND IS STAMPED ELK NO 1
 FD0447'1960.
 FD0447'
 FD0447'REFERENCE MARK NO 2 IS 16 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 FD0447'AND 1 FOOT NORTH OF WIRE
 FD0447'FENCE.  THE MARK IS A STANDARD DISK, SET IN TOP OF
 FD0447'A CONCRETE POST, WHICH PROJECTS 2
 FD0447'INCHES, AND IS STAMPED ELK NO 2
 FD0447'1960.
 FD0447'
 FD0447'TRAVERSE STATION DICKSON WILL SERVE AS THE AZIMUTH MARK.  SEE
 FD0447'DESCRIPTION THEREOF.
 FD0447
 FD0447                          STATION RECOVERY (1960)
 FD0447
 FD0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0447'0.6 MI E FROM ELKTON.
 FD0447'FROM THE POST OFFICE IN ELKTON, GO 0.15 MILE EAST ON A PAVED
 FD0447'ROAD, THEN 0.15 MILE SOUTH ON A GRAVELED ROAD, THEN 0.3 MILE
 FD0447'EAST ON A GRAVELED ROAD.  THE STATION MARK IS 16 FT. NORTH OF
 FD0447'THE CENTER OF THE GRAVELED ROAD, 2.1 FT. NORTH OF A WIRE FENCE,
 FD0447'AND 2 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0447'CONCRETE POST THAT PROJECTS 2 INCHES AND ABOUT 2 FT. ABOVE THE
 FD0447'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2583 ***********************************************************************
 GC2583  DESIGNATION -  ELK
 GC2583  PID         -  GC2583
 GC2583  STATE/COUNTY-  TN/STEWART
 GC2583  USGS QUAD   -  CUMBERLAND CITY (1983)
 GC2583
 GC2583                         *CURRENT SURVEY CONTROL
 GC2583  ___________________________________________________________________
 GC2583* NAD 83(1995)-  36 24 30.58610(N)    087 43 44.52850(W)     ADJUSTED  
 GC2583* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2583  ___________________________________________________________________
 GC2583  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 GC2583  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2583
 GC2583  HORZ ORDER  -  SECOND
 GC2583
 GC2583.The horizontal coordinates were established by classical geodetic methods
 GC2583.and adjusted by the National Geodetic Survey in April 1999..
 GC2583
 GC2583.The orthometric height was scaled from a topographic map.
 GC2583
 GC2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2583
 GC2583.The geoid height was determined by GEOID03.
 GC2583
 GC2583;                    North         East     Units Scale Factor Converg.
 GC2583;SPC TN       -   231,611.953   444,920.012   MT  0.99999856   -1 00 44.1
 GC2583;SPC TN       -   759,880.22  1,459,708.41   sFT  0.99999856   -1 00 44.1
 GC2583;UTM  16      - 4,029,505.033   434,633.753   MT  0.99965264   -0 25 57.8
 GC2583
 GC2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2583!SPC TN       -   0.99997445  x   0.99999856  =   0.99997301
 GC2583!UTM  16      -   0.99997445  x   0.99965264  =   0.99962710
 GC2583
 GC2583:                Primary Azimuth Mark                     Grid Az
 GC2583:SPC TN       -  SHILOH                                   115 22 58.8
 GC2583:UTM  16      -  SHILOH                                   114 48 12.5
 GC2583
 GC2583|---------------------------------------------------------------------|
 GC2583| PID    Reference Object                     Distance      Geod. Az  |
 GC2583|                                                           dddmmss.s |
 GC2583| GC2575 SHILOH                              APPROX.16.0 KM 1142214.7 |
 GC2583| CG5741 ELK RM 2                             23.580 METERS 19533     |
 GC2583| CG5740 ELK RM 1                             23.086 METERS 30853     |
 GC2583|---------------------------------------------------------------------|
 GC2583
 GC2583                          SUPERSEDED SURVEY CONTROL
 GC2583
 GC2583  NAD 83(1995)-  36 24 30.58750(N)    087 43 44.53013(W) AD(       ) 2
 GC2583  NAD 83(1995)-  36 24 30.58976(N)    087 43 44.53355(W) AD(       ) 2
 GC2583  NAD 83(1986)-  36 24 30.59552(N)    087 43 44.53078(W) AD(       ) 2
 GC2583  NAD 27      -  36 24 30.40800(N)    087 43 44.46000(W) AD(       ) 2
 GC2583
 GC2583.Superseded values are not recommended for survey control.
 GC2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2583.See file dsdata.txt to determine how the superseded data were derived.
 GC2583
 GC2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3463429505(NAD 83)
 GC2583_MARKER: DS = TRIANGULATION STATION DISK
 GC2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2583
 GC2583  HISTORY     - Date     Condition        Report By
 GC2583  HISTORY     - 1952     MONUMENTED       CGS
 GC2583
 GC2583                          STATION DESCRIPTION
 GC2583
 GC2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2583'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF DOVER AND 6 MILES
 GC2583'NORTHWEST OF ERIN ON A WOODED RIDGE IN THE STEWART STATE FOREST.  IT
 GC2583'IS 46 FEET SOUTHWEST OF A TWIN 14 INCH OAK TREE, 23 FEET NORTH OF A
 GC2583'10 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 23 FEET
 GC2583'SOUTHWEST OF THE CENTER OF A TRACK WOODS ROAD AND 6 FEET NORTH OF A
 GC2583'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 GC2583'IS STAMPED ELK 1952.
 GC2583'
 GC2583'REFERENCE MARK NO. 1 IS 14 FEET NORTHEAST OF A BLAZED 8 INCH OAK TREE
 GC2583'AND 14 FEET SOUTHWEST OF A BLAZED 12 INCH OAK TREE.  THE MARK
 GC2583'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ELK NO 1 1952.
 GC2583'
 GC2583'REFERENCE MARK NO. 2 IS 5 FEET SOUTHEAST OF A BLAZED 6 INCH OAK TREE.
 GC2583'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ELK NO 2
 GC2583'1952.
 GC2583'
 GC2583'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE IN ERIN, GO
 GC2583'WEST ON STATE HIGHWAY 49 FOR 3.9 MILES TO A CROSSROAD, TURN
 GC2583'RIGHT AND GO NORTH ON HIGHWAY 49 FOR 7.7 MILES TO A CROSSROAD IN THE
 GC2583'VILLAGE OF CARLISLE, TURN RIGHT AND GO EAST ON PAVED ROAD FOR 2.7
 GC2583'MILES TO A T INTERSECTION, TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR
 GC2583'0.45 MILE TO A SAWMILL ON THE RIGHT AND A GRAVEL SIDE ROAD
 GC2583'RIGHT, TURN RIGHT ON GRAVEL ROAD FOR 1.7 MILES TO A CREEK, FORD CREEK
 GC2583'AND CONTINUE AHEAD FOR 0.7 MILE TO A LOG HOUSE ON THE LEFT AND A
 GC2583'BOARD GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO NORTHWEST
 GC2583'AND NORTH ALONG FENCE FOR 0.45 MILE TO TOP OF A RIDGE AND A FORK WITH
 GC2583'A BLAZED 12 INCH OAK TREE, TURN LEFT AND GO WEST ON FAINT TRACK
 GC2583'ROAD FOR 0.3 MILE KEEPING ON THE SOUTH SIDE OF A FENCE TO A FENCE
 GC2583'CORNER, PASS THROUGH WIRE GATE, TURN RIGHT AND GO NORTH ON WEST
 GC2583'SIDE OF FENCE FOR 0.3 MILE TO AN OLD ROAD, BEAR LEFT AND GO SOUTHWEST
 GC2583'FOR 0.05 MILE TO A FORK, BEAR LEFT AND GO SOUTH ON TRACK ROAD FOR
 GC2583'0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2583'
 GC2583'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0446 ***********************************************************************
 FD0446  DESIGNATION -  ELK RM 1
 FD0446  PID         -  FD0446
 FD0446  STATE/COUNTY-  TN/GILES
 FD0446  USGS QUAD   -  ELKTON (1982)
 FD0446
 FD0446                         *CURRENT SURVEY CONTROL
 FD0446  ___________________________________________________________________
 FD0446* NAD 83(1986)-  35 03 20.     (N)    086 52 50.     (W)     SCALED    
 FD0446* NAVD 88     -       188.579  (meters)     618.70   (feet)  ADJUSTED  
 FD0446  ___________________________________________________________________
 FD0446  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0446  DYNAMIC HT  -         188.402 (meters)     618.12  (feet)  COMP
 FD0446  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FD0446
 FD0446  VERT ORDER  -  SECOND    CLASS 0
 FD0446
 FD0446.The horizontal coordinates were scaled from a topographic map and have
 FD0446.an estimated accuracy of +/- 6 seconds.
 FD0446
 FD0446.The orthometric height was determined by differential leveling
 FD0446.and adjusted by the National Geodetic Survey in June 1991..
 FD0446
 FD0446.The geoid height was determined by GEOID03.
 FD0446
 FD0446.The dynamic height is computed by dividing the NAVD 88
 FD0446.geopotential number by the normal gravity value computed on the
 FD0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0446.degrees latitude (g = 980.6199 gals.).
 FD0446
 FD0446.The modeled gravity was interpolated from observed gravity values.
 FD0446
 FD0446;                    North         East    Units  Estimated Accuracy
 FD0446;SPC TN       -    80,490.      519,670.      MT  (+/- 180 meters Scaled)
 FD0446
 FD0446                          SUPERSEDED SURVEY CONTROL
 FD0446
 FD0446  NGVD 29 (??/??/92)  188.548  (m)          618.59   (f) ADJ UNCH    2 0
 FD0446
 FD0446.Superseded values are not recommended for survey control.
 FD0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0446.See file dsdata.txt to determine how the superseded data were derived.
 FD0446
 FD0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED108792(NAD 83)
 FD0446_MARKER: DR = REFERENCE MARK DISK
 FD0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0446_STAMPING: ELK NO 1 1960
 FD0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0446+STABILITY: SURFACE MOTION
 FD0446
 FD0446  HISTORY     - Date     Condition        Report By
 FD0446  HISTORY     - 1960     MONUMENTED       CGS
 FD0446
 FD0446                          STATION DESCRIPTION
 FD0446
 FD0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0446'0.6 MI E FROM ELKTON.
 FD0446'THIS MARK IS LOCATED AT THE ELK 1960 STATION SITE, 27 FT.
 FD0446'NORTHEAST OF THE STATION MARK, 16 FT. NORTH OF THE CENTER OF THE
 FD0446'GRAVELED ROAD AND 2 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET
 FD0446'IN TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0448 ***********************************************************************
 FD0448  DESIGNATION -  ELK RM 2
 FD0448  PID         -  FD0448
 FD0448  STATE/COUNTY-  TN/GILES
 FD0448  USGS QUAD   -  ELKTON (1982)
 FD0448
 FD0448                         *CURRENT SURVEY CONTROL
 FD0448  ___________________________________________________________________
 FD0448* NAD 83(1986)-  35 03 20.     (N)    086 52 50.     (W)     SCALED    
 FD0448* NAVD 88     -       188.129  (meters)     617.22   (feet)  ADJUSTED  
 FD0448  ___________________________________________________________________
 FD0448  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0448  DYNAMIC HT  -         187.953 (meters)     616.64  (feet)  COMP
 FD0448  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FD0448
 FD0448  VERT ORDER  -  SECOND    CLASS 0
 FD0448
 FD0448.The horizontal coordinates were scaled from a topographic map and have
 FD0448.an estimated accuracy of +/- 6 seconds.
 FD0448
 FD0448.The orthometric height was determined by differential leveling
 FD0448.and adjusted by the National Geodetic Survey in June 1991..
 FD0448
 FD0448.The geoid height was determined by GEOID03.
 FD0448
 FD0448.The dynamic height is computed by dividing the NAVD 88
 FD0448.geopotential number by the normal gravity value computed on the
 FD0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0448.degrees latitude (g = 980.6199 gals.).
 FD0448
 FD0448.The modeled gravity was interpolated from observed gravity values.
 FD0448
 FD0448;                    North         East    Units  Estimated Accuracy
 FD0448;SPC TN       -    80,490.      519,670.      MT  (+/- 180 meters Scaled)
 FD0448
 FD0448                          SUPERSEDED SURVEY CONTROL
 FD0448
 FD0448  NGVD 29 (??/??/92)  188.098  (m)          617.12   (f) ADJ UNCH    2 0
 FD0448
 FD0448.Superseded values are not recommended for survey control.
 FD0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0448.See file dsdata.txt to determine how the superseded data were derived.
 FD0448
 FD0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED108792(NAD 83)
 FD0448_MARKER: DR = REFERENCE MARK DISK
 FD0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0448_STAMPING: ELK NO 2 1960
 FD0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0448+STABILITY: SURFACE MOTION
 FD0448
 FD0448  HISTORY     - Date     Condition        Report By
 FD0448  HISTORY     - 1960     MONUMENTED       CGS
 FD0448
 FD0448                          STATION DESCRIPTION
 FD0448
 FD0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0448'0.6 MI E FROM ELKTON.
 FD0448'THIS MARK IS LOCATED AT THE ELK 1960 STATION SITE, 23.7 FT.
 FD0448'SOUTHWEST OF THE STATION MARK, 16 FT. NORTH OF THE CENTER OF A
 FD0448'GRAVELED ROAD, AND 1 FT. NORTH OF A WIRE FENCE.  THE DISK IS
 FD0448'SET IN TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1469 ***********************************************************************
 GD1469  DESIGNATION -  ELKHORN
 GD1469  PID         -  GD1469
 GD1469  STATE/COUNTY-  TN/HENRY
 GD1469  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD1469
 GD1469                         *CURRENT SURVEY CONTROL
 GD1469  ___________________________________________________________________
 GD1469* NAD 83(1995)-  36 19 42.86271(N)    088 09 17.04976(W)     ADJUSTED  
 GD1469* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 GD1469  ___________________________________________________________________
 GD1469  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GD1469  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GD1469
 GD1469  HORZ ORDER  -  SECOND
 GD1469
 GD1469.The horizontal coordinates were established by classical geodetic methods
 GD1469.and adjusted by the National Geodetic Survey in April 1999..
 GD1469
 GD1469.The orthometric height was scaled from a topographic map.
 GD1469
 GD1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1469
 GD1469.The geoid height was determined by GEOID03.
 GD1469
 GD1469;                    North         East     Units Scale Factor Converg.
 GD1469;SPC TN       -   223,503.021   406,548.580   MT  0.99998556   -1 15 41.3
 GD1469;SPC TN       -   733,276.16  1,333,818.13   sFT  0.99998556   -1 15 41.3
 GD1469;UTM  16      - 4,021,011.768   396,357.705   MT  0.99973235   -0 41 02.9
 GD1469
 GD1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1469!SPC TN       -   0.99998173  x   0.99998556  =   0.99996729
 GD1469!UTM  16      -   0.99998173  x   0.99973235  =   0.99971409
 GD1469
 GD1469:                Primary Azimuth Mark                     Grid Az
 GD1469:SPC TN       -  EAGLE                                    013 08 46.4
 GD1469:UTM  16      -  EAGLE                                    012 34 08.0
 GD1469
 GD1469|---------------------------------------------------------------------|
 GD1469| PID    Reference Object                     Distance      Geod. Az  |
 GD1469|                                                           dddmmss.s |
 GD1469| GD1470 EAGLE                               APPROX. 6.8 KM 0115305.1 |
 GD1469| CG4008 ELKHORN AZ MK                                      0822325.1 |
 GD1469| CG4009 ELKHORN RM 1                         35.570 METERS 09023     |
 GD1469| CG4010 ELKHORN RM 2                         40.273 METERS 13404     |
 GD1469| GD1485 PARIS CYLINDRICAL WATER TANK        APPROX.15.9 KM 2584857.8 |
 GD1469| GD1486 PARIS EPISCOPAL CHURCH SPIRE        APPROX.15.6 KM 2592042.8 |
 GD1469|---------------------------------------------------------------------|
 GD1469
 GD1469                          SUPERSEDED SURVEY CONTROL
 GD1469
 GD1469  NAD 83(1995)-  36 19 42.86657(N)    088 09 17.05235(W) AD(       ) 2
 GD1469  NAD 83(1995)-  36 19 42.86624(N)    088 09 17.05758(W) AD(       ) 2
 GD1469  NAD 83(1986)-  36 19 42.87161(N)    088 09 17.05091(W) AD(       ) 2
 GD1469  NAD 27      -  36 19 42.67200(N)    088 09 16.91200(W) AD(       ) 2
 GD1469
 GD1469.Superseded values are not recommended for survey control.
 GD1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1469.See file dsdata.txt to determine how the superseded data were derived.
 GD1469
 GD1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF9635821012(NAD 83)
 GD1469_MARKER: DS = TRIANGULATION STATION DISK
 GD1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1469
 GD1469  HISTORY     - Date     Condition        Report By
 GD1469  HISTORY     - 1934     MONUMENTED       CGS
 GD1469  HISTORY     - 1951     GOOD             CGS
 GD1469  HISTORY     - 1968     GOOD             CGS
 GD1469  HISTORY     - 1971     GOOD             LOCENG
 GD1469
 GD1469                          STATION DESCRIPTION
 GD1469
 GD1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1469'ABOUT 2.75 MILES NORTH OF SPRINGVILLE AND 9.5 MILES EAST-NORTHEAST OF
 GD1469'PARIS.  TO REACH FROM PARIS, FOLLOW ROUTE 76 NORTHEAST 4.1 MILES TO
 GD1469'GRAVEL ROAD, TURN RIGHT EAST ONTO GRAVEL ROAD AND FOLLOW 6.0 MILES
 GD1469'TO HOME OF MR. PIERCE.  TURN INTO YARD OF JOHN NANCE JUST BEFORE
 GD1469'REACHING THE PIERCE HOME, GO THROUGH TWO GATES AND FOLLOW DIM
 GD1469'ROAD BETWEEN TWO CULTIVATED FIELDS 0.3 MILE TO PASTURE.  TURN
 GD1469'RIGHT ACROSS PASTURE, GO 0.2 MILE TO SMALL WOODS, GO THROUGH GATE TO
 GD1469'ANOTHER PASTURE AND CROSS THIS TO HIGHEST PART DISTANT ABOUT
 GD1469'100 YARDS, AND STATION.  TO REACH FROM SPRINGVILLE, FOLLOW DIRT
 GD1469'ROAD NORTHWEST ALONG RAILROAD TRACKS 3.1 MILES TO PIERCES HOME.  GO
 GD1469'THROUGH YARD OF JOHN NANCES HOME NEXT TO MR PIERCES, AND THEN
 GD1469'PROCEED AS ABOVE.  STATION IS ABOUT 0.4 MILE BEHIND PIERCES HOME AND
 GD1469'100 FEET WEST OF WEST EDGE OF WOODS.  SURFACE AND UNDERGROUND MARKS
 GD1469'ARE STANDARD STATION DISKS IN CONCRETE.
 GD1469'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GD1469'CONCRETE.  NO. 1 IS ON NORTH EDGE OF WOODS AND 116.70
 GD1469'FEET FROM STATION S 89 DEG 37 MIN E.  NO. 2 IS ON WEST EDGE
 GD1469'OF WOODS AND 132.13 FEET FROM STATION S 45 DEG 56 MIN E.
 GD1469'AZIMUTH MARK IS AT EDGE OF WOODS FENCE, 5 FEET SOUTHWEST OF FENCE
 GD1469'LINE WITH GROWTH OF SMALL SASSAFRAS TREES, 30 FEET SOUTH OF 3-INCH
 GD1469'WHITE CEDAR TREE ON FENCE LINE, AND 600 FEET FROM STATION
 GD1469'N 82 DEG 24 MIN E.
 GD1469
 GD1469                          STATION RECOVERY (1951)
 GD1469
 GD1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GD1469'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 GD1469'CONDITION.  THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE,
 GD1469'WITH THE EXCEPTION OF THE TO REACH.  A NEW TO REACH DESCRIPTION
 GD1469'FOLLOWS.
 GD1469'
 GD1469'TO REACH FROM THE COURTHOUSE IN PARIS, GO E ON STATE HIGHWAY 64 FOR
 GD1469'0.8 MILE TO JUNCTION WITH U.S. HIGHWAY 79, CONTINUE ENE ON HIGHWAY
 GD1469'79 FOR 3.65 MILES TO A CROSSROAD, AT A GAS STATION AND STORE ON THE
 GD1469'RIGHT AT THE N EDGE OF THE VILLAGE OF INDIA, TURN RIGHT AND GO E ON
 GD1469'THE MAIN TRAVELED GRAVELED ROAD FOR 3.8 MILES TO A FORK.  TAKE LEFT
 GD1469'FORK AND CONTINUE E FOR 1.8 MILES TO A STORE ON THE LEFT IN THE
 GD1469'VILLAGE OF ELKHORN, CONTINUE E FOR 0.3 MILE TO A SIDE ROAD RIGHT
 GD1469'AT A CHURCH ON RIGHT, TURN RIGHT AND GO S FOR 0.25 MILE TO MRS.
 GD1469'PIERCES HOME ON THE LEFT, CONTINUE S FOR 0.25 MILE TO A BOARD GATE
 GD1469'ON LEFT, AT TOP OF A RISE, TURN LEFT THROUGH GATE AND GO E ALONG A
 GD1469'FENCE FOR 0.15 MILE, GO THROUGH GATE AT CORNER OF FIELD AND GO NE
 GD1469'ACROSS FIELD FOR ABOUT 0.15 MILE TO ANOTHER BOARD GATE, GO THROUGH
 GD1469'GATE AND GO N ALONG EDGE OF FIELD FOR ABOUT 50 YARDS TO A FENCE,
 GD1469'GO THROUGH FENCE AND GO NE FOR ABOUT 100 YARDS TO TOP OF HILL AND
 GD1469'STATION.
 GD1469
 GD1469                          STATION RECOVERY (1968)
 GD1469
 GD1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1469'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1469'
 GD1469'DUE TO MANY CHANGES IN THE ROADS AND IN THE OWNERSHIP OF THE
 GD1469'PROPERTY, THE ORIGINAL DESCRIPTION AND TO REACH ARE NO LONGER
 GD1469'ADEQUATE.
 GD1469'
 GD1469'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1469'
 GD1469'THE STATION IS LOCATED ON A LOW, CULTIVATED HILL ON THE PROPERTY OF
 GD1469'CLIVE AND ANNER PIERCE, ABOUT 9-1/2 MILES EAST-NORTHEAST OF PARIS,
 GD1469'2.75 MILES NORTH OF OLD SPRINGVILLE, AND 0.75 OF A MILE SOUTHEAST
 GD1469'OF THE SMALL COMMUNITY OF ELKHORN.
 GD1469'
 GD1469'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD1469'STREET HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND THE POST
 GD1469'OFFICE IN THE SOUTHEAST ANGLE IN PARIS, GO EASTERLY ON STATE ROUTES
 GD1469'54 AND 69 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 79 AND STATE
 GD1469'ROUTE 76.  HERE KEEP LEFT AND GO NORTHEASTERLY ON U.S. HIGHWAY 79
 GD1469'AND STATE ROUTE 76 FOR 3.6 MILES TO COUNTY ROAD R-9149 ON THE RIGHT
 GD1469'IN THE SMALL COMMUNITY OF INDIA.  HERE TURN RIGHT ON COUNTY ROAD
 GD1469'R-9149 AND GO EASTERLY FOR 1.55 MILES TO WHERE THE COUNTY ROAD
 GD1469'BEARS RIGHT AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE
 GD1469'STRAIGHT AHEAD, EAST, ON THE GRAVELED ROAD FOR 0.9 OF A MILE TO
 GD1469'A STOP SIGN IN A CURVE ON COUNTY ROAD R-8093.  HERE CONTINUE
 GD1469'EASTERLY, NORTHEASTERLY AND EAST ON COUNTY ROAD R-8093 FOR 3.15 MILES
 GD1469'TO A STORE ON THE LEFT IN ELKHORN, CONTINUE EAST FOR 0.3 OF A
 GD1469'MILE TO WHERE COUNTY ROAD R-8093 CONTINUES STRAIGHT AHEAD AND
 GD1469'COUNTY ROAD S-8093 2 INTERSECTS ON THE RIGHT CEMETERY IN THE
 GD1469'SOUTHWEST ANGLE.  HERE TURN RIGHT ON COUNTY ROAD S-8093 2 AND GO
 GD1469'SOUTH FOR 0.55 OF A MILE TO A FIELD ROAD ON THE LEFT, TURN LEFT ON
 GD1469'THIS FIELD ROAD AND GO EAST ALONG THE NORTH SIDE OF A FENCE FOR
 GD1469'0.2 OF A MILE TO WHERE THE FIELD ROAD CURVES LEFT, KEEP LEFT
 GD1469'ALONG WEST SIDE OF FENCE AND GO NORTH FOR 0.1 OF A MILE TO WHERE
 GD1469'ROAD CROSSES OVER THE FENCE, AND CONTINUES NORTH ALONG THE EAST SIDE
 GD1469'OF THE FENCE FOR 0.05 OF A MILE TO A T FENCE CORNER EAST AND END OF
 GD1469'TRUCK TRAVEL.  FROM THIS POINT PACK NORTHEASTERLY, UPHILL, ACROSS
 GD1469'THE CULTIVATED FIELD FOR ABOUT 450 FEET TO THE TOP OF THE HILL AND
 GD1469'THE STATION AS DESCRIBED.
 GD1469'
 GD1469'THE STATION IS ABOUT 120 FEET EAST OF THE EAST END OF A NARROW COPSE
 GD1469'IN A DRAW, 82 FEET WEST OF THE NORTHWEST CORNER OF DENSE WOODS, AND
 GD1469'1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1469'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1469'PROJECTS 8 INCHES AND THE DISK IS STAMPED ELKHORN 1934.
 GD1469'
 GD1469'REFERENCE MARK NO. 1 IS EAST OF THE STATION ALONG THE NORTH EDGE OF
 GD1469'DENSE WOODS, 36 FEET EAST OF THE NORTHWEST CORNER OF THE WOODS, 11
 GD1469'FEET WEST-NORTHWEST OF A 12-INCH SASSAFRAS TREE, AND 1.0 FOOT WEST
 GD1469'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1469'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 GD1469'AND THE DISK IS STAMPED ELKHORN NO 1 1934.
 GD1469'
 GD1469'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AT THE WEST EDGE OF
 GD1469'DENSE WOODS, 88 FEET SOUTH OF THE NORTHWEST CORNER OF THE WOODS,
 GD1469'3.5 FEET NORTHWEST OF AN 18-INCH BITTERNUT HICKORY TREE, AND 0.8 OF
 GD1469'A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1469'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1469'PROJECTS 6 INCHES AND THE DISK IS STAMPED ELKHORN NO 2 1934.
 GD1469'
 GD1469'DUE TO THE DENSE WOODS BETWEEN THE REFERENCE MARKS, THEY COULD NOT
 GD1469'BE MEASURED BETWEEN.
 GD1469'
 GD1469'THE AZIMUTH MARK IS IN A NARROW THICKET OF SASSAFRAS SAPLINGS AND
 GD1469'ALONG THE WEST EDGE OF A FENCE BETWEEN TWO CULTIVATED FIELDS ABOUT
 GD1469'0.1 OF A MILE EAST OF THE STATION.  IT IS ABOUT 250 FEET SOUTH OF A
 GD1469'NORTHEAST FENCE CORNER, 5 FEET WEST OF A NORTH-SOUTH FENCE, 2
 GD1469'FEET EAST OF THE EDGE OF A CULTIVATED FIELD, AND 0.8 OF A FOOT
 GD1469'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE
 GD1469'MARK DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1469'PROJECTS 4 INCHES AND THE DISK IS STAMPED ELKHORN AZI 1934.
 GD1469'
 GD1469'NOTE.  THE CULTIVATED FIELD IN WHICH THE STATION IS LOCATED WAS UNDER
 GD1469'CROP AT THE TIME OF THIS RECOVERY AND THE HORIZONTAL DISTANCES TO
 GD1469'THE REFERENCE MARKS COULD NOT BE VERIFIED.
 GD1469'
 GD1469'WHEN THIS FIELD IS NOT IN CROP, IT WOULD BE POSSIBLE TO DRIVE TO ALL
 GD1469'MARKS IN DRY WEATHER.
 GD1469'
 GD1469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.75 OF A
 GD1469'MILE SE OF ELKHORN.
 GD1469
 GD1469                          STATION RECOVERY (1971)
 GD1469
 GD1469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1469'ELKHORN STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1469'
 GD1469'DESCRIPTION AS IN BULLETIN.
 GD1469'
 GD1469'BOTH REF. MKS. IN GOOD CONDITION.  AZ. MARK IN GOOD CONDITION AND
 GD1469'AS DESCRIBED IN BULLETIN ALL 4 MARKERS HAS METAL POST AND C. AND G.
 GD1469'SURVEY MARKER SIGHT ON SAME.
 GD1469'
 GD1469'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 S. E. OF ELKHORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1431 ***********************************************************************
 FD1431  DESIGNATION -  ELKINS
 FD1431  PID         -  FD1431
 FD1431  STATE/COUNTY-  TN/FRANKLIN
 FD1431  USGS QUAD   -  CAPITOL HILL (1982)
 FD1431
 FD1431                         *CURRENT SURVEY CONTROL
 FD1431  ___________________________________________________________________
 FD1431* NAD 83(1995)-  35 16 02.94496(N)    086 04 37.21036(W)     ADJUSTED  
 FD1431* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 FD1431  ___________________________________________________________________
 FD1431  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FD1431  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD1431
 FD1431  HORZ ORDER  -  SECOND
 FD1431
 FD1431.The horizontal coordinates were established by classical geodetic methods
 FD1431.and adjusted by the National Geodetic Survey in April 1999..
 FD1431
 FD1431.The orthometric height was scaled from a topographic map.
 FD1431
 FD1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1431
 FD1431.The geoid height was determined by GEOID03.
 FD1431
 FD1431;                    North         East     Units Scale Factor Converg.
 FD1431;SPC TN       -   103,647.144   592,993.522   MT  0.99999696   -0 02 42.3
 FD1431;SPC TN       -   340,049.00  1,945,512.91   sFT  0.99999696   -0 02 42.3
 FD1431;UTM  16      - 3,903,097.211   583,951.232   MT  0.99968685   +0 31 58.7
 FD1431
 FD1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1431!SPC TN       -   0.99995194  x   0.99999696  =   0.99994890
 FD1431!UTM  16      -   0.99995194  x   0.99968685  =   0.99963880
 FD1431
 FD1431:                Primary Azimuth Mark                     Grid Az
 FD1431:SPC TN       -  ELKINS AZ MK                             024 21 41.2
 FD1431:UTM  16      -  ELKINS AZ MK                             023 47 00.2
 FD1431
 FD1431|---------------------------------------------------------------------|
 FD1431| PID    Reference Object                     Distance      Geod. Az  |
 FD1431|                                                           dddmmss.s |
 FD1431| CG5742 ELKINS AZ MK                                       0241858.9 |
 FD1431| CG5743 ELKINS RM 1                          19.111 METERS 03415     |
 FD1431| CG5744 ELKINS RM 2                          19.084 METERS 12524     |
 FD1431| FD1441 WINCHESTER MUNICIPAL TANK           APPROX. 9.7 KM 2003623.1 |
 FD1431|---------------------------------------------------------------------|
 FD1431
 FD1431                          SUPERSEDED SURVEY CONTROL
 FD1431
 FD1431  NAD 83(1995)-  35 16 02.94704(N)    086 04 37.20949(W) AD(       ) 2
 FD1431  NAD 83(1995)-  35 16 02.94746(N)    086 04 37.20931(W) AD(       ) 2
 FD1431  NAD 83(1995)-  35 16 02.95503(N)    086 04 37.20965(W) AD(       ) 2
 FD1431  NAD 83(1986)-  35 16 02.95666(N)    086 04 37.20823(W) AD(       ) 2
 FD1431  NAD 27      -  35 16 02.66000(N)    086 04 37.26700(W) AD(       ) 2
 FD1431
 FD1431.Superseded values are not recommended for survey control.
 FD1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1431.See file dsdata.txt to determine how the superseded data were derived.
 FD1431
 FD1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8395103097(NAD 83)
 FD1431_MARKER: DS = TRIANGULATION STATION DISK
 FD1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1431_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1431
 FD1431  HISTORY     - Date     Condition        Report By
 FD1431  HISTORY     - 1934     MONUMENTED       CGS
 FD1431  HISTORY     - 1949     GOOD             LOCSUR
 FD1431  HISTORY     - 1975     GOOD             NGS
 FD1431
 FD1431                          STATION DESCRIPTION
 FD1431
 FD1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1431'ABOUT 4 MILES NORTH OF DECHERD, 3.25 MILES EAST BY SOUTH OF ESTILL,
 FD1431'ON WEST SIDE OF
 FD1431'OLD WINCHESTER- MANCHESTER ROAD, AND ON PROPERTY OF J
 FD1431'R ELKINS.  TO REACH FROM POST
 FD1431'OFFICE IN DECHERD, GO 0.2 MILE
 FD1431'NORTHWEST ON FIRST STREET NORTHEAST OF POST
 FD1431'OFFICE, TURN RIGHT ONTO
 FD1431'MAIN ROAD AND GO 0.05 MILE, KEEP STRAIGHT AHEAD AT CROSSROAD
 FD1431'AND GO 0.05
 FD1431'MILE, TURN LEFT ONTO MAIN ROAD AND GO 4.0 MILES TO TOP OF GRADE
 FD1431'AND MR ELKINS HOME ON
 FD1431'LEFT.  STATION IS 32 YARDS SOUTHEAST OF
 FD1431'SOUTHEAST CORNER OF MR ELKINS HOUSE, 27
 FD1431'YARDS WEST OF CENTER LINE OF
 FD1431'WINCHESTER-MANCHESTER ROAD, AND 9 YARDS EAST OF PICKET
 FD1431'FENCE CORNER IN
 FD1431'MR ELKINS FRONT YARD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1431'STATION DISKS IN
 FD1431'CONCRETE.  REFERENCE AND AZIMUTH
 FD1431'MARKS ARE STANDARD REFERENCE DISKS
 FD1431'IN CONCRETE.  NO 1 IS
 FD1431'ALONG NORTH FENCE LINE AROUND YARD, 17 YARDS WEST OF
 FD1431'CENTER LINE OF
 FD1431'ROAD, 4 YARDS WEST OF 8-INCH CEDAR, AND 62.76 FEET FROM STATION
 FD1431'N 34 DEG 15 MIN E.
 FD1431'NO 2 IS IN FRONT OF HOUSE, ALONG HIGHWAY
 FD1431'RIGHT-OF-WAY, 11 YARDS SOUTH OF SOUTH
 FD1431'FENCE AROUND YARD, 6 YARDS WEST
 FD1431'OF CENTER LINE OF ROAD, AND 62.77 FEET FROM STATION
 FD1431'S 54 DEG 36 MIN E.
 FD1431'AZIMUTH MARK IS 13 YARDS NORTH OF TELEPHONE POLE NO 177,
 FD1431'7 YARDS EAST OF CENTER
 FD1431'LINE OF ROAD LEADING PAST STATION, AND
 FD1431'APPROXIMATELY 0.1 MILE FROM STATION
 FD1431'N 24 DEG 19 MIN E.
 FD1431'WINCHESTER, MUNICIPAL WATER TANK (ALUMINUM), BALL ON TOP,
 FD1431'IS ABOUT 6 MILES
 FD1431'FROM STATION S 20 DEG 37 MIN W.
 FD1431
 FD1431                          STATION RECOVERY (1949)
 FD1431
 FD1431'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949
 FD1431'LETTER OF R L BOERS, BOERS SURVEY CO, 511 OAK ST, MANCHESTER, TENN,
 FD1431'DATED APRIL 12,
 FD1431'1949-
 FD1431'
 FD1431'STATION, REFERENCE MARKS NOS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 FD1431'IN GOOD CONDITION.
 FD1431'
 FD1431'AZIMUTH MARK IS NOT VISIBLE FROM GROUND SET UP AT STATION MARK.
 FD1431'
 FD1431'STATION MARK ELEVATION IS 1099.053 FEET (TVA 2ND ORDER ADJ).
 FD1431'
 FD1431'AZIMUTH MARK POSITION DETERMINED BY 4TH ORDER TRAVERSE FROM WPA
 FD1431'26-4-1 = COORD X -
 FD1431'1,977,207.1 Y - 319,112.4
 FD1431'
 FD1431'OTHER STATIONS VISIBLE FROM GROUND AT ELKINS- WPA 26-4-1 X -
 FD1431'1,977,192.2 Y -
 FD1431'319,240.6 WPA 26-2-12 X - 1,976,980.6 Y - 317,978.5
 FD1431'MUNICIPAL WATER TANK AT DECHERD
 FD1431'(NO POSITION PUBLISHED) MUNICIPAL
 FD1431'WATER TANK AT WINCHESTER X - 1,965,835.86 Y -
 FD1431'289,013.34
 FD1431
 FD1431                          STATION RECOVERY (1975)
 FD1431
 FD1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1431'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FD1431'AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 FD1431'GRADING.  THERE WAS NO OBJECT VISIBLE AT THIS TIME TO SET A NEW
 FD1431'AZIMUTH MARK FROM.  THE DIRECTION BETWEEN THE REFERENCE MARKS WAS
 FD1431'FOUND IN ERROR BY 19 MINUTES.  THE DISTANCE TO REFERENCE MARK 1
 FD1431'WAS FOUND IN ERROR BY 0.06 OF A FOOT AND TO REFERENCE MARK 2 BY
 FD1431'0.16 OF A FOOT.  THE STATION MARK IS NOW IN A NICE LAWN AND
 FD1431'PERMISSION WAS NOT GRANTED TO CHECK THE UNDERGROUND POINT.  THE
 FD1431'PROPERTY OWNER STATED THAT THE MARK HAS NOT BEEN DISTURBED.  A NEW
 FD1431'DESCRIPTION FOLLOWS--
 FD1431'
 FD1431'THE STATION IS 102 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 127,
 FD1431'25 FEET NORTHWEST OF A 16 INCH MAPLE TREE, 42 FEET NORTH OF THE
 FD1431'CENTERLINE OF A DRIVEWAY, 115 FEET SOUTH OF THE CENTERLINE OF THE
 FD1431'NORTH DRIVEWAY, 130 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 FD1431'BRICK HOUSE AND ON THE PROPERTY OF MR. WM CLAYTOR.  THE DISK IS
 FD1431'STAMPED ELKINS 1934 AND THE MONUMENT IS FLUSH.
 FD1431'
 FD1431'REFERENCE MARK 1 IS 19 FEET EAST OF A 24 INCH MAPLE TREE, 76 FEET
 FD1431'WEST OF THE CENTERLINE OF THE HIGHWAY, 55 FEET SOUTH OF THE
 FD1431'CENTERLINE OF THE NORTH DRIVEWAY AND 41 FEET SOUTHWEST OF AN 18 INCH
 FD1431'MAPLE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FD1431'ELKINS NO 1 1934.
 FD1431'
 FD1431'REFERENCE MARK 2 IS 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FD1431'16 FEET NORTH OF THE CENTERLINE OF THE SOUTH DRIVEWAY, 20 FEET WEST
 FD1431'OF THE WEST END OF A CONCRETE HEADWALL AND 51 FEET EAST OF A 16
 FD1431'INCH MAPLE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FD1431'ELKINS NO 2 1934.
 FD1431'
 FD1431'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 A AND
 FD1431'STATE HIGHWAY 127 (ABOUT 1 MILE NORTHWEST OF DECHERD), GO NORTH ON
 FD1431'HIGHWAY 127 FOR 3.8 MILES TO THE TOP OF GRADE AND THE STATION ON
 FD1431'THE LEFT.
 FD1431'
 FD1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTH
 FD1431'OF DECHERD.
 FD1431'
 FD1431'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 FD1431'
 FD1431'ELKINS AZ MK BELIEVE DESTROYED BY WIDENING OF ROAD.
 FD1431'
 FD1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.0 MI NORTH
 FD1431'OF DECHERD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2551 ***********************************************************************
 FE2551  DESIGNATION -  ELLENDALE MUNICIPAL TANK
 FE2551  PID         -  FE2551
 FE2551  STATE/COUNTY-  TN/SHELBY
 FE2551  USGS QUAD   -  ELLENDALE (1993)
 FE2551
 FE2551                         *CURRENT SURVEY CONTROL
 FE2551  ___________________________________________________________________
 FE2551* NAD 83(1995)-  35 12 32.71794(N)    089 49 42.66572(W)     ADJUSTED  
 FE2551* NAVD 88     -                                                        
 FE2551  ___________________________________________________________________
 FE2551  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FE2551  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE2551
 FE2551  HORZ ORDER  -  THIRD
 FE2551
 FE2551.The horizontal coordinates were established by classical geodetic methods
 FE2551.and adjusted by the National Geodetic Survey in April 1999..
 FE2551
 FE2551
 FE2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2551
 FE2551.The geoid height was determined by GEOID03.
 FE2551
 FE2551;                    North         East     Units Scale Factor Converg.
 FE2551;SPC TN       -   103,983.390   251,479.245   MT  1.00000747   -2 14 28.9
 FE2551;SPC TN       -   341,152.17    825,061.49   sFT  1.00000747   -2 14 28.9
 FE2551;UTM  16      - 3,899,896.717   242,515.970   MT  1.00041714   -1 37 54.2
 FE2551
 FE2551                          SUPERSEDED SURVEY CONTROL
 FE2551
 FE2551  NAD 83(1995)-  35 12 32.72332(N)    089 49 42.66466(W) AD(       ) 4
 FE2551  NAD 83(1995)-  35 12 32.72435(N)    089 49 42.66525(W) AD(       ) 4
 FE2551  NAD 83(1986)-  35 12 32.72913(N)    089 49 42.66621(W) AD(       ) 4
 FE2551  NAD 27      -  35 12 32.41000(N)    089 49 42.35800(W) AD(       ) 3
 FE2551
 FE2551.Superseded values are not recommended for survey control.
 FE2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2551.See file dsdata.txt to determine how the superseded data were derived.
 FE2551
 FE2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4251699897(NAD 83)
 FE2551_MARKER: 53 = ELEVATED TANK
 FE2551
 FE2551  HISTORY     - Date     Condition        Report By
 FE2551  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2551  HISTORY     - 1958     GOOD             CGS
 FE2551
 FE2551                          STATION DESCRIPTION
 FE2551
 FE2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2551'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE ELLENDALE
 FE2551'MUNICIPAL WATER TANK LOCATED ABOUT 0.4 MILE NORTH OF THE JUNCTION OF
 FE2551'U.S. HIGHWAYS 70, 79 AND 64 AT THE NORTH EDGE OF ELLENDALE AND 0.1
 FE2551'MILE EAST OF U.S. HIGHWAYS 70 AND 79.
 FE2551'
 FE2551'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND THE
 FE2551'OVERALL HEIGHT IS ABOUT 140 FEET. THE TANK AND THE SUPPORTING
 FE2551'STRUCTURE IS PAINTED SILVER AND THE TANK BEARS THE LEGEND ELLENDALE
 FE2551'UTILITY DISTRICT IN BLACK LETTERS ON THE WEST SIDE.
 FE2551
 FE2551                          STATION RECOVERY (1958)
 FE2551
 FE2551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2551'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION WHICH
 FE2551'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0455 ***********************************************************************
 FD0455  DESIGNATION -  ELLIOT
 FD0455  PID         -  FD0455
 FD0455  STATE/COUNTY-  TN/GILES
 FD0455  USGS QUAD   -  ELKTON (1982)
 FD0455
 FD0455                         *CURRENT SURVEY CONTROL
 FD0455  ___________________________________________________________________
 FD0455* NAD 83(1995)-  35 01 03.10196(N)    086 52 51.94164(W)     ADJUSTED  
 FD0455* NAVD 88     -       242.434  (meters)     795.39   (feet)  ADJUSTED  
 FD0455  ___________________________________________________________________
 FD0455  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FD0455  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0455  DYNAMIC HT  -         242.205 (meters)     794.63  (feet)  COMP
 FD0455  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FD0455
 FD0455  HORZ ORDER  -  SECOND
 FD0455  VERT ORDER  -  SECOND    CLASS 0
 FD0455
 FD0455.The horizontal coordinates were established by classical geodetic methods
 FD0455.and adjusted by the National Geodetic Survey in April 1999..
 FD0455
 FD0455.The orthometric height was determined by differential leveling
 FD0455.and adjusted by the National Geodetic Survey in June 1991..
 FD0455
 FD0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0455
 FD0455.The geoid height was determined by GEOID03.
 FD0455
 FD0455.The dynamic height is computed by dividing the NAVD 88
 FD0455.geopotential number by the normal gravity value computed on the
 FD0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0455.degrees latitude (g = 980.6199 gals.).
 FD0455
 FD0455.The modeled gravity was interpolated from observed gravity values.
 FD0455
 FD0455;                    North         East     Units Scale Factor Converg.
 FD0455;SPC TN       -    76,274.839   519,580.749   MT  1.00004915   -0 30 57.0
 FD0455;SPC TN       -   250,245.03  1,704,657.84   sFT  1.00004915   -0 30 57.0
 FD0455;UTM  16      - 3,874,993.351   510,847.975   MT  0.99960145   +0 04 05.6
 FD0455
 FD0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0455!SPC TN       -   0.99996629  x   1.00004915  =   1.00001544
 FD0455!UTM  16      -   0.99996629  x   0.99960145  =   0.99956775
 FD0455
 FD0455|---------------------------------------------------------------------|
 FD0455| PID    Reference Object                     Distance      Geod. Az  |
 FD0455|                                                           dddmmss.s |
 FD0455| FD0456 ELLIOT RM 1                           9.102 METERS 03413     |
 FD0455| FD0458 ARD                                 APPROX. 1.0 KM 1715241.7 |
 FD0455| FD0454 ELLIOT RM 2                           7.752 METERS 18706     |
 FD0455|---------------------------------------------------------------------|
 FD0455
 FD0455                          SUPERSEDED SURVEY CONTROL
 FD0455
 FD0455  NAD 83(1995)-  35 01 03.10293(N)    086 52 51.94181(W) AD(       ) 2
 FD0455  NAD 83(1995)-  35 01 03.10623(N)    086 52 51.94395(W) AD(       ) 2
 FD0455  NAD 83(1986)-  35 01 03.10928(N)    086 52 51.94322(W) AD(       ) 2
 FD0455  NAD 27      -  35 01 02.81040(N)    086 52 51.93330(W) AD(       ) 2
 FD0455  NGVD 29 (??/??/92)  242.399  (m)          795.27   (f) ADJ UNCH    2 0
 FD0455
 FD0455.Superseded values are not recommended for survey control.
 FD0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0455.See file dsdata.txt to determine how the superseded data were derived.
 FD0455
 FD0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1084874993(NAD 83)
 FD0455_MARKER: DE = TRAVERSE STATION DISK
 FD0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0455_STAMPING: ELLIOT 1960
 FD0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0455+STABILITY: SURFACE MOTION
 FD0455
 FD0455  HISTORY     - Date     Condition        Report By
 FD0455  HISTORY     - 1960     MONUMENTED       CGS
 FD0455  HISTORY     - 1960     GOOD             CGS
 FD0455
 FD0455                          STATION DESCRIPTION
 FD0455
 FD0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0455'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF ARDMORE, ON THE
 FD0455'HIGHEST PART OF A
 FD0455'CLEARED POINT AND IS ABOUT 50 FEET HIGHER THAN THE HIGHWAY.
 FD0455'
 FD0455'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO SOUTH ON
 FD0455'PAVED ROAD FOR 0.3 MILE TO U
 FD0455'S HIGHWAY 31, TURN LEFT, SOUTH, FOR 2.4 MILES TO A DIM
 FD0455'TRACK ROAD ON THE RIGHT, TURN
 FD0455'SHARP RIGHT, NORTH, AND GO ALONG THE
 FD0455'EDGE OF A HIGH CUT FOR 0.1 MILE TO THE STATION.
 FD0455'
 FD0455'STATION MARK IS 43 FEET SOUTHEAST OF A POWERLINE POLE, 8 FEET WEST OF
 FD0455'A WIRE FENCE AND 2.9 FEET
 FD0455'SOUTHWEST OF A WITNESS SIGN.  THE MARK IS A
 FD0455'STANDARD TRAVERSE DISK SET IN THE TOP
 FD0455'OF A CONCRETE POST, SET FLUSH
 FD0455'AND IS STAMPED ELLIOT 1960.
 FD0455'
 FD0455'REFERENCE MARK NO 1 IS 33 FEET EAST OF A POWERLINE POLE AND 2 FEET
 FD0455'WEST OF A WIRE
 FD0455'FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 FD0455'A CONCRETE POST, SET FLUSH AND IS
 FD0455'STAMPED ELLIOT NO 1 1960.
 FD0455'
 FD0455'REFERENCE MARK NO 2 IS 1 FOOT WEST OF A WIRE FENCE.  THE MARK IS A
 FD0455'STANDARD DISK SET IN THE
 FD0455'TOP OF A CONCRETE POST, SET FLUSH AND IS STAMPED
 FD0455'ELLIOT NO 2 1960.
 FD0455'
 FD0455'TRAVERSE STATION ARD WILL SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0455'THEREOF.
 FD0455
 FD0455                          STATION RECOVERY (1960)
 FD0455
 FD0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0455'2.8 MI S FROM ELKTON.
 FD0455'FROM THE POST OFFICE IN ELKTON, GO 0.1 MILE WEST ON A PAVED
 FD0455'STREET, THEN 2.65 MILES SOUTH ON U.S. HIGHWAY 31 TO A HIGH CUT
 FD0455'IN THE HILL.  THE STATION MARK IS WEST OF THE HIGHWAY AND AT
 FD0455'THE TOP OF THE CUT, 43 FT. SOUTHEAST OF A POWER LINE POLE, 8 FT.
 FD0455'WEST OF A WIRE FENCE AND 2.9 FT. SOUTHWEST OF A WITNESS SIGN.
 FD0455'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0455'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0456 ***********************************************************************
 FD0456  DESIGNATION -  ELLIOT RM 1
 FD0456  PID         -  FD0456
 FD0456  STATE/COUNTY-  TN/GILES
 FD0456  USGS QUAD   -  ELKTON (1982)
 FD0456
 FD0456                         *CURRENT SURVEY CONTROL
 FD0456  ___________________________________________________________________
 FD0456* NAD 83(1986)-  35 01 02.     (N)    086 52 51.     (W)     SCALED    
 FD0456* NAVD 88     -       241.783  (meters)     793.25   (feet)  ADJUSTED  
 FD0456  ___________________________________________________________________
 FD0456  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0456  DYNAMIC HT  -         241.555 (meters)     792.50  (feet)  COMP
 FD0456  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 FD0456
 FD0456  VERT ORDER  -  SECOND    CLASS 0
 FD0456
 FD0456.The horizontal coordinates were scaled from a topographic map and have
 FD0456.an estimated accuracy of +/- 6 seconds.
 FD0456
 FD0456.The orthometric height was determined by differential leveling
 FD0456.and adjusted by the National Geodetic Survey in June 1991..
 FD0456
 FD0456.The geoid height was determined by GEOID03.
 FD0456
 FD0456.The dynamic height is computed by dividing the NAVD 88
 FD0456.geopotential number by the normal gravity value computed on the
 FD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0456.degrees latitude (g = 980.6199 gals.).
 FD0456
 FD0456.The modeled gravity was interpolated from observed gravity values.
 FD0456
 FD0456;                    North         East    Units  Estimated Accuracy
 FD0456;SPC TN       -    76,240.      519,600.      MT  (+/- 180 meters Scaled)
 FD0456
 FD0456                          SUPERSEDED SURVEY CONTROL
 FD0456
 FD0456  NGVD 29 (??/??/92)  241.748  (m)          793.13   (f) ADJ UNCH    2 0
 FD0456
 FD0456.Superseded values are not recommended for survey control.
 FD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0456.See file dsdata.txt to determine how the superseded data were derived.
 FD0456
 FD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED108749(NAD 83)
 FD0456_MARKER: DR = REFERENCE MARK DISK
 FD0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0456_STAMPING: ELLIOT NO 1 1960
 FD0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0456+STABILITY: SURFACE MOTION
 FD0456
 FD0456  HISTORY     - Date     Condition        Report By
 FD0456  HISTORY     - 1960     MONUMENTED       CGS
 FD0456
 FD0456                          STATION DESCRIPTION
 FD0456
 FD0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0456'2.8 MI S FROM ELKTON.
 FD0456'THIS MARK IS LOCATED AT THE ELLIOT 1960 STATION SITE, 29.8 FT.
 FD0456'NORTHEAST OF THE STATION MARK, 33 FT. EAST OF A POWER LINE POLE
 FD0456'AND 2 FT. WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A
 FD0456'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0454 ***********************************************************************
 FD0454  DESIGNATION -  ELLIOT RM 2
 FD0454  PID         -  FD0454
 FD0454  STATE/COUNTY-  TN/GILES
 FD0454  USGS QUAD   -  ELKTON (1982)
 FD0454
 FD0454                         *CURRENT SURVEY CONTROL
 FD0454  ___________________________________________________________________
 FD0454* NAD 83(1986)-  35 01 02.     (N)    086 52 51.     (W)     SCALED    
 FD0454* NAVD 88     -       242.105  (meters)     794.31   (feet)  ADJUSTED  
 FD0454  ___________________________________________________________________
 FD0454  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0454  DYNAMIC HT  -         241.877 (meters)     793.56  (feet)  COMP
 FD0454  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 FD0454
 FD0454  VERT ORDER  -  SECOND    CLASS 0
 FD0454
 FD0454.The horizontal coordinates were scaled from a topographic map and have
 FD0454.an estimated accuracy of +/- 6 seconds.
 FD0454
 FD0454.The orthometric height was determined by differential leveling
 FD0454.and adjusted by the National Geodetic Survey in June 1991..
 FD0454
 FD0454.The geoid height was determined by GEOID03.
 FD0454
 FD0454.The dynamic height is computed by dividing the NAVD 88
 FD0454.geopotential number by the normal gravity value computed on the
 FD0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0454.degrees latitude (g = 980.6199 gals.).
 FD0454
 FD0454.The modeled gravity was interpolated from observed gravity values.
 FD0454
 FD0454;                    North         East    Units  Estimated Accuracy
 FD0454;SPC TN       -    76,240.      519,600.      MT  (+/- 180 meters Scaled)
 FD0454
 FD0454                          SUPERSEDED SURVEY CONTROL
 FD0454
 FD0454  NGVD 29 (??/??/92)  242.070  (m)          794.19   (f) ADJ UNCH    2 0
 FD0454
 FD0454.Superseded values are not recommended for survey control.
 FD0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0454.See file dsdata.txt to determine how the superseded data were derived.
 FD0454
 FD0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED108749(NAD 83)
 FD0454_MARKER: DR = REFERENCE MARK DISK
 FD0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0454_STAMPING: ELLIOT NO 2 1960
 FD0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0454+STABILITY: SURFACE MOTION
 FD0454
 FD0454  HISTORY     - Date     Condition        Report By
 FD0454  HISTORY     - 1960     MONUMENTED       CGS
 FD0454
 FD0454                          STATION DESCRIPTION
 FD0454
 FD0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0454'2.8 MI S FROM ELKTON.
 FD0454'THIS MARK IS LOCATED AT THE ELLIOT 1960 STATION SITE, 25.4 FT.
 FD0454'SOUTH OF THE STATION MARK AND 1 FT. WEST OF A WIRE FENCE.  THIS
 FD0454'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1662 ***********************************************************************
 FD1662  DESIGNATION -  ELLIPORT
 FD1662  PID         -  FD1662
 FD1662  STATE/COUNTY-  TN/MARSHALL
 FD1662  USGS QUAD   -  VERONA (1980)
 FD1662
 FD1662                         *CURRENT SURVEY CONTROL
 FD1662  ___________________________________________________________________
 FD1662* NAD 83(1995)-  35 30 10.30642(N)    086 48 22.94904(W)     ADJUSTED  
 FD1662* NAVD 88     -       221.3    (meters)     726.     (feet)  VERTCON   
 FD1662  ___________________________________________________________________
 FD1662  X           -     289,604.158 (meters)                     COMP
 FD1662  Y           -  -5,190,310.962 (meters)                     COMP
 FD1662  Z           -   3,683,538.901 (meters)                     COMP
 FD1662  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FD1662  ELLIP HEIGHT-         193.43  (meters)          (04/12/99) GPS OBS
 FD1662  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1662
 FD1662  HORZ ORDER  -  THIRD
 FD1662  ELLP ORDER  -  FOURTH    CLASS I
 FD1662
 FD1662.This mark is at Ellington Airport (LUG)
 FD1662
 FD1662.The horizontal coordinates were established by GPS observations
 FD1662.and adjusted by the National Geodetic Survey in April 1999..
 FD1662
 FD1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1662
 FD1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1662
 FD1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1662
 FD1662.The ellipsoidal height was determined by GPS observations
 FD1662.and is referenced to NAD 83.
 FD1662
 FD1662.The geoid height was determined by GEOID03.
 FD1662
 FD1662;                    North         East     Units Scale Factor Converg.
 FD1662;SPC TN       -   130,059.893   526,844.095   MT  0.99996501   -0 28 19.5
 FD1662;SPC TN       -   426,704.83  1,728,487.67   sFT  0.99996501   -0 28 19.5
 FD1662;UTM  16      - 3,928,828.198   517,559.863   MT  0.99960380   +0 06 44.8
 FD1662
 FD1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1662!SPC TN       -   0.99996964  x   0.99996501  =   0.99993465
 FD1662!UTM  16      -   0.99996964  x   0.99960380  =   0.99957345
 FD1662
 FD1662                          SUPERSEDED SURVEY CONTROL
 FD1662
 FD1662  NAD 83(1995)-  35 30 10.30731(N)    086 48 22.94976(W) AD(       ) 3
 FD1662  NGVD 29 (09/17/90)  221.3    (m)          726.     (f) GPS OBS        
 FD1662
 FD1662.Superseded values are not recommended for survey control.
 FD1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1662.See file dsdata.txt to determine how the superseded data were derived.
 FD1662
 FD1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1756028828(NAD 83)
 FD1662_MARKER: DS = TRIANGULATION STATION DISK
 FD1662_SETTING: 66 = SET IN ROCK OUTCROP
 FD1662_SP_SET: SET IN ROCK OUTCROP
 FD1662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1662+STABILITY: POSITION/ELEVATION WELL
 FD1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1662+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 FD1662
 FD1662  HISTORY     - Date     Condition        Report By
 FD1662  HISTORY     - 1987     MONUMENTED       NGS
 FD1662  HISTORY     - 19891215 GOOD
 FD1662  HISTORY     - 20030801 GOOD             INDIV
 FD1662
 FD1662                          STATION DESCRIPTION
 FD1662
 FD1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1662'1.95
 FD1662'MILES NORTHWEST ALONG US HIGHWAY 431 BY PASS FROM THE INTERSECTION
 FD1662'OF US HIGHWAY 31A IN LEWISBURG, TO THE JUNCTION OF STATE HIGHWAY 50,
 FD1662'CONTINUE 1.4 MILES NORTH ALONG US HIGHWAY 431 TO THE JUNCTION OF A
 FD1662'BLACK TOP ROAD, THENCE 0.15 MILE NORTH ALONG BLACK TOP ROAD TO THE
 FD1662'OFFICE OF THE ELLINGTON AIRPORT, THENCE 0.25 MILE NORTHERLY ALONG
 FD1662'TAXIWAY TO ABOUT THE MIDDLE OF A SMALL HILL AND MARK ON RIGHT IN A
 FD1662'ROCK OUTCROP, AN TRIANGULATION DISK ---STAMPED ELLIPORT 1987, ABOUT A
 FD1662'15.0 FEET ABOVE RUNWAY, 42.0 FEET SOUTHEAST OF SOUTHEAST EDGE
 FD1662'TAXIWAY 201.5 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY AND UP THE
 FD1662'SLOPE OF HILL, 252.0 FEET NORTH OF THE CENTER OF A CONCRETE BASE FOR
 FD1662'THE MOST NORTHERLY ONE OF TWO VASI, AND 1.0 FOOT NORTHEAST OF A
 FD1662'FIBERGLASS WITNESS POST.  NOTE-- CONTACT MR. CLAY DERRYBERRY
 FD1662'AT 615-359-5003 AT OFFICE AND 359-3237 AT HOME BEFORE WORKING ON
 FD1662'AIRPORT.
 FD1662
 FD1662                          STATION RECOVERY (1989)
 FD1662
 FD1662'RECOVERED 1989
 FD1662'RECOVERED IN GOOD CONDITION.
 FD1662
 FD1662                          STATION RECOVERY (2003)
 FD1662
 FD1662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLC)
 FD1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1663 ***********************************************************************
 FD1663  DESIGNATION -  ELLIPORT AZ MK
 FD1663  PID         -  FD1663
 FD1663  STATE/COUNTY-  TN/MARSHALL
 FD1663  USGS QUAD   -  VERONA (1980)
 FD1663
 FD1663                         *CURRENT SURVEY CONTROL
 FD1663  ___________________________________________________________________
 FD1663* NAD 83(1995)-  35 30 25.06025(N)    086 48 16.18216(W)     ADJUSTED  
 FD1663* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 FD1663  ___________________________________________________________________
 FD1663  X           -     289,759.438 (meters)                     COMP
 FD1663  Y           -  -5,190,032.839 (meters)                     COMP
 FD1663  Z           -   3,683,905.540 (meters)                     COMP
 FD1663  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FD1663  ELLIP HEIGHT-         187.35  (meters)          (04/12/99) GPS OBS
 FD1663  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1663
 FD1663  HORZ ORDER  -  THIRD
 FD1663  ELLP ORDER  -  FOURTH    CLASS I
 FD1663
 FD1663.This mark is at Ellington Airport (LUG)
 FD1663
 FD1663.The horizontal coordinates were established by GPS observations
 FD1663.and adjusted by the National Geodetic Survey in April 1999..
 FD1663
 FD1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1663
 FD1663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1663
 FD1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1663
 FD1663.The ellipsoidal height was determined by GPS observations
 FD1663.and is referenced to NAD 83.
 FD1663
 FD1663.The geoid height was determined by GEOID03.
 FD1663
 FD1663;                    North         East     Units Scale Factor Converg.
 FD1663;SPC TN       -   130,513.162   527,018.358   MT  0.99996460   -0 28 15.5
 FD1663;SPC TN       -   428,191.93  1,729,059.40   sFT  0.99996460   -0 28 15.5
 FD1663;UTM  16      - 3,929,283.058   517,729.432   MT  0.99960387   +0 06 48.8
 FD1663
 FD1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1663!SPC TN       -   0.99997059  x   0.99996460  =   0.99993520
 FD1663!UTM  16      -   0.99997059  x   0.99960387  =   0.99957448
 FD1663
 FD1663                          SUPERSEDED SURVEY CONTROL
 FD1663
 FD1663  NAD 83(1995)-  35 30 25.06114(N)    086 48 16.18290(W) AD(       ) 3
 FD1663  NGVD 29 (09/17/90)  215.2    (m)          706.     (f) GPS OBS        
 FD1663
 FD1663.Superseded values are not recommended for survey control.
 FD1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1663.See file dsdata.txt to determine how the superseded data were derived.
 FD1663
 FD1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1772929283(NAD 83)
 FD1663_MARKER: DS = TRIANGULATION STATION DISK
 FD1663_SETTING: 66 = SET IN ROCK OUTCROP
 FD1663_SP_SET: SET IN ROCK OUTCROP
 FD1663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1663+STABILITY: POSITION/ELEVATION WELL
 FD1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1663+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 FD1663
 FD1663  HISTORY     - Date     Condition        Report By
 FD1663  HISTORY     - 1987     MONUMENTED       NGS
 FD1663  HISTORY     - 19891215 GOOD
 FD1663  HISTORY     - 20030801 GOOD             INDIV
 FD1663
 FD1663                          STATION DESCRIPTION
 FD1663
 FD1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1663'1.95
 FD1663'MILES NORTHWEST ALONG US HIGHWAY 431 BY PASS FROM THE INTERSECTION
 FD1663'OF US HIGHWAY 31A IN LEWISBURG, TO THE JUNCTION OF STATE HIGHWAY 50,
 FD1663'CONTINUE 1.4 MILES NORTH ALONG US HIGHWAY 431 TO THE JUNCTION OF A
 FD1663'BLACK TOP ROAD, THENCE 0.15 MILE NORTH ALONG BLACK TOP ROAD TO THE
 FD1663'OFFICE OF THE ELLINGTON AIRPORT, THENCE 0.55 MILE NORTHERLY ALONG
 FD1663'TAXIWAY ,PASSING THE STATION MARK ELLIPORT, TO THE MARK ON THE RIGHT
 FD1663'AT THE TAXIWAY CROSSOVER, AN AZIMUTH MARK DISK IN TOP OF MOST EASTERLY
 FD1663'ONE OF THREE ROCK OUTCROPS AND ---STAMPED ELLIPORT 1987, 109.7 FEET
 FD1663'SOUTHEAST OF SOUTHEAST EDGE OF TAXIWAY, 40.5 FEET WOTHWEST OF
 FD1663'SOUTHWEST EDGE OF TAXIWAY CROSSOVER, 133.5 FEET NORTHWEST OF NORTHWEST
 FD1663'EDGE OF RUNWAY, 56.3 FEET NORTHWEST OF THE CENTER OF A CONCRETE
 FD1663'PIPE CULVERT WITH HEADWALL, AND 1.6 FEET NORTHEAST OF A FIBERGLASS
 FD1663'WITNESS POST.
 FD1663
 FD1663                          STATION RECOVERY (1989)
 FD1663
 FD1663'RECOVERED 1989
 FD1663'RECOVERED IN GOOD CONDITION.
 FD1663
 FD1663                          STATION RECOVERY (2003)
 FD1663
 FD1663'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLC)
 FD1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1889 ***********************************************************************
 FC1889  DESIGNATION -  ELLIS
 FC1889  PID         -  FC1889
 FC1889  STATE/COUNTY-  TN/MARION
 FC1889  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1889
 FC1889                         *CURRENT SURVEY CONTROL
 FC1889  ___________________________________________________________________
 FC1889* NAD 83(1995)-  35 05 24.84685(N)    085 44 57.04627(W)     ADJUSTED  
 FC1889* NAVD 88     -       214.8    (meters)     705.     (feet)  VERTCON   
 FC1889  ___________________________________________________________________
 FC1889  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 FC1889  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1889
 FC1889  HORZ ORDER  -  SECOND
 FC1889
 FC1889.The horizontal coordinates were established by classical geodetic methods
 FC1889.and adjusted by the National Geodetic Survey in April 1999..
 FC1889
 FC1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1889
 FC1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1889
 FC1889.The geoid height was determined by GEOID03.
 FC1889
 FC1889;                    North         East     Units Scale Factor Converg.
 FC1889;SPC TN       -    84,008.688   622,872.486   MT  1.00003204   +0 08 48.6
 FC1889;SPC TN       -   275,618.50  2,043,540.81   sFT  1.00003204   +0 08 48.6
 FC1889;UTM  16      - 3,883,765.400   614,017.092   MT  0.99976021   +0 43 08.9
 FC1889
 FC1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1889!SPC TN       -   0.99997082  x   1.00003204  =   1.00000286
 FC1889!UTM  16      -   0.99997082  x   0.99976021  =   0.99973104
 FC1889
 FC1889|---------------------------------------------------------------------|
 FC1889| PID    Reference Object                     Distance      Geod. Az  |
 FC1889|                                                           dddmmss.s |
 FC1889| CG5749 ELLIS RM 1                           22.560 METERS 02749     |
 FC1889| CG5748 ELLIS AZ MK                                        1305240.3 |
 FC1889| CG5750 ELLIS RM 2                           19.994 METERS 33001     |
 FC1889|---------------------------------------------------------------------|
 FC1889
 FC1889                          SUPERSEDED SURVEY CONTROL
 FC1889
 FC1889  NAD 83(1995)-  35 05 24.84801(N)    085 44 57.04625(W) AD(       ) 2
 FC1889  NAD 83(1995)-  35 05 24.84805(N)    085 44 57.04789(W) AD(       ) 2
 FC1889  NAD 83(1995)-  35 05 24.85082(N)    085 44 57.04544(W) AD(       ) 2
 FC1889  NAD 83(1986)-  35 05 24.85133(N)    085 44 57.04528(W) AD(       ) 2
 FC1889  NAD 27      -  35 05 24.55930(N)    085 44 57.14710(W) AD(       ) 2
 FC1889  NGVD 29 (07/19/86)  214.8    (m)          705.     (f) VERT ANG       
 FC1889
 FC1889.Superseded values are not recommended for survey control.
 FC1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1889.See file dsdata.txt to determine how the superseded data were derived.
 FC1889
 FC1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1401783765(NAD 83)
 FC1889_MARKER: DE = TRAVERSE STATION DISK
 FC1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1889
 FC1889  HISTORY     - Date     Condition        Report By
 FC1889  HISTORY     - 1962     MONUMENTED       CGS
 FC1889
 FC1889                          STATION DESCRIPTION
 FC1889
 FC1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1889'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF MONTEAGLE, 6 MILES
 FC1889'SOUTH OF MARTIN SPRINGS, 0.6 MILE WEST OF U. S.  HIGHWAY 41.
 FC1889'IT IS ON THE PROPERTY OF R. H. ELLIS.
 FC1889'
 FC1889'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE GO EAST 0.1
 FC1889'MILE TO RAILROAD CROSSING, TURN RIGHT AND CROSS TRACKS, THEN
 FC1889'TURN LEFT ON U. S. HIGHWAY 41 AND GO 7.1 MILES TO THE SMALL
 FC1889'SETTLEMENT KNOWN AS MARTIN SPRINGS, CONTINUE AHEAD ON
 FC1889'HIGHWAY FOR 7.55 MILES TO A GRAVELED SIDE ROAD RIGHT OPPOSITE A
 FC1889'DRIVEWAY ON LEFT, TURN RIGHT AND GO 0.45 MILE TO A STEEL
 FC1889'BRIDGE, CROSS BRIDGE AND CONTINUE ON MAIN ROAD 0.05 MILE TO A BOARD
 FC1889'GATE, GO THROUGH GATE AND CONTINUE AHEAD FOR 0.1 MILE TO
 FC1889'AZIMUTH MARK ON LEFT, CONTINUE AHEAD FOR 0.5 MILE TO R. H. ELLIS
 FC1889'RESIDENCE AND STATION.
 FC1889'
 FC1889'THE STATION MARK IS 92 FEET NORTHWEST OF NORTHWEST CORNER OF
 FC1889'RESIDENCE, 47 FEET WEST OF A WIRE FENCE CORNER, 12 FEET SOUTHWEST
 FC1889'OF A 8-INCH CHESTNUT TREE AND 3.1 FEET NORTHEAST OF A METAL WITNESS
 FC1889'POST.  IT IS ON EASTERN SLOPE OF HILL.  IT IS A STANDARD TRAVERSE
 FC1889'DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED ELLIS
 FC1889'1962.
 FC1889'
 FC1889'REFERENCE MARK NO. 1 IS 23 FEET WEST OF A WIRE FENCE, 17 FEET WEST OF
 FC1889'APPROXIMATE CENTER OF TRACK ROAD, AND ON THE EASTERN SLOPE OF
 FC1889'HILL.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FC1889'OUTCROPPING BEDROCK, AND IS STAMPED ELLIS NO 1 1962.
 FC1889'
 FC1889'REFERENCE MARK NO. 2 IS 93 FEET WEST OF A WIRE FENCE, 67 FEET
 FC1889'NORTHWEST OF A METAL WITNESS POST, AND ABOUT 7 FEET HIGHER
 FC1889'THAN STATION MARK AND ON THE EASTERN SLOPE OF HILL.  IT IS A STANDARD
 FC1889'DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND
 FC1889'IS STAMPED ELLIS NO 2 1962.
 FC1889'
 FC1889'THE AZIMUTH MARK IS 15 FEET WEST OF APPROXIMATE CENTER OF GRAVELED
 FC1889'ROAD, 2.5 FEET NORTH OF A METAL WITNESS POST AND 1.9 FEET WEST
 FC1889'OF A 14-INCH POPULAR TREE.  IT IS A STANDARD DISK SET IN A SQUARE
 FC1889'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS STAMPED
 FC1889'ELLIS 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0609 ***********************************************************************
 GC0609  DESIGNATION -  ELMINGTON
 GC0609  PID         -  GC0609
 GC0609  STATE/COUNTY-  TN/DAVIDSON
 GC0609  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0609
 GC0609                         *CURRENT SURVEY CONTROL
 GC0609  ___________________________________________________________________
 GC0609* NAD 83(1995)-  36 08 05.93890(N)    086 49 24.75653(W)     ADJUSTED  
 GC0609* NAVD 88     -       174.246  (meters)     571.67   (feet)  ADJUSTED  
 GC0609  ___________________________________________________________________
 GC0609  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GC0609  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0609  DYNAMIC HT  -         174.096 (meters)     571.18  (feet)  COMP
 GC0609  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0609
 GC0609  HORZ ORDER  -  SECOND
 GC0609  VERT ORDER  -  SECOND    CLASS 0
 GC0609
 GC0609.The horizontal coordinates were established by classical geodetic methods
 GC0609.and adjusted by the National Geodetic Survey in April 1999..
 GC0609
 GC0609.The orthometric height was determined by differential leveling
 GC0609.and adjusted by the National Geodetic Survey in June 1991..
 GC0609
 GC0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0609
 GC0609.The geoid height was determined by GEOID03.
 GC0609
 GC0609.The dynamic height is computed by dividing the NAVD 88
 GC0609.geopotential number by the normal gravity value computed on the
 GC0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0609.degrees latitude (g = 980.6199 gals.).
 GC0609
 GC0609.The modeled gravity was interpolated from observed gravity values.
 GC0609
 GC0609;                    North         East     Units Scale Factor Converg.
 GC0609;SPC TN       -   200,204.419   525,876.709   MT  0.99996215   -0 28 55.7
 GC0609;SPC TN       -   656,837.33  1,725,313.84   sFT  0.99996215   -0 28 55.7
 GC0609;UTM  16      - 3,998,934.630   515,876.468   MT  0.99960311   +0 06 14.6
 GC0609
 GC0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0609!SPC TN       -   0.99997724  x   0.99996215  =   0.99993939
 GC0609!UTM  16      -   0.99997724  x   0.99960311  =   0.99958036
 GC0609
 GC0609|---------------------------------------------------------------------|
 GC0609| PID    Reference Object                     Distance      Geod. Az  |
 GC0609|                                                           dddmmss.s |
 GC0609| GC2279 2565                                 35.067 METERS 02037     |
 GC0609| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 3.0 KM 1002905.7 |
 GC0609| GC0610 ELMINGTON RM 1                       29.626 METERS 11224     |
 GC0609| GC2305 NASHVILLE WOODMNT CHRISTIAN CH      APPROX. 2.7 KM 1555649.1 |
 GC0609| CG5751 ELMINGTON AZ MK                                    2050927.2 |
 GC0609|---------------------------------------------------------------------|
 GC0609
 GC0609                          SUPERSEDED SURVEY CONTROL
 GC0609
 GC0609  NAD 83(1995)-  36 08 05.94099(N)    086 49 24.75845(W) AD(       ) 2
 GC0609  NAD 83(1995)-  36 08 05.94275(N)    086 49 24.75862(W) AD(       ) 2
 GC0609  NAD 83(1986)-  36 08 05.94909(N)    086 49 24.75970(W) AD(       ) 2
 GC0609  NAD 27      -  36 08 05.74140(N)    086 49 24.75830(W) AD(       ) 2
 GC0609  NGVD 29 (??/??/92)  174.266  (m)          571.74   (f) ADJ UNCH    2 0
 GC0609
 GC0609.Superseded values are not recommended for survey control.
 GC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0609.See file dsdata.txt to determine how the superseded data were derived.
 GC0609
 GC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1587698935(NAD 83)
 GC0609_MARKER: DS = TRIANGULATION STATION DISK
 GC0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0609_STAMPING: ELMINGTON 1959
 GC0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0609+STABILITY: SURFACE MOTION
 GC0609
 GC0609  HISTORY     - Date     Condition        Report By
 GC0609  HISTORY     - 1959     MONUMENTED       CGS
 GC0609  HISTORY     - 1960     GOOD             NGS
 GC0609
 GC0609                          STATION DESCRIPTION
 GC0609
 GC0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0609'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF NASHVILLE IN THE
 GC0609'NORTHEAST CORNER OF ELIMINGTON PARK, ABOUT 3.0 MILES SOUTHWEST OF
 GC0609'DOWNTOWN NASHVILLE AND ABOUT 0.2 MILE NORTH OF THE WEST END HIGH
 GC0609'SCHOOL.
 GC0609'
 GC0609'STATION MARK IS 108 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 GC0609'OF WEST END AVENUE AND ELMINGTON AVENUE, 40 FEET WEST OF THE
 GC0609'CENTER OF ELMINGTON AVENUE AND 14 FEET NORTHEAST OF A ROCK WALL. THE
 GC0609'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GC0609'ELMINGTON 1959.
 GC0609'
 GC0609'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTER OF ELMINGTON
 GC0609'AVENUE AND 14 FEET SOUTHEAST OF A POWER LINE POLE. THE MARK IS A
 GC0609'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDE WALK, SET FLUSH
 GC0609'WITH THE SIDE WALK AND IS STAMPED ELMINGTON NO. 1 1959.
 GC0609'
 GC0609'NO. 2565 (TENN. GEOD. S.) IS SET IN THE SOUTHEAST ANGLE OF THE
 GC0609'INTERSECTION OF WEST END AVENUE AND ELMINGTON AVENUE, 1 FOOT
 GC0609'SOUTH OF THE SOUTH CURB OF WEST END AVENUE AND 6 INCHES EAST OF THE
 GC0609'EAST EDGE OF THE EAST CURB OF ELIMINGTON AVENUE. THE MARK IS A
 GC0609'STANDARD U. S. COAST AND GEODETIC SURVEY AND STATE DISK SET IN THE
 GC0609'TOP OF OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE
 GC0609'GROUND AND IS STAMPED 2565.
 GC0609'
 GC0609'AZIMUTH MARK IS 66 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 GC0609'WEST END HIGH SCHOOL MAIN BUILDING, 23 FEET WEST-NORTHWEST OF
 GC0609'THE FLAGPOLE, 12 FEET SOUTH OF A LOW STONE WALL AND 1 FOOT NORTHEAST
 GC0609'OF THE SOUTHWEST EDGE OF THE SIDE WALK. THE MARK IS A STANDARD
 GC0609'DISK CEMENTED IN A DRILL HOLE IN THE SIDE WALK, SET FLUSH WITH THE
 GC0609'SIDE WALK AND IS STAMPED ELMINGTON 1959.
 GC0609'
 GC0609'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GC0609
 GC0609                          STATION RECOVERY (1960)
 GC0609
 GC0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0609'AT NASHVILLE.
 GC0609'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF NASHVILLE IN
 GC0609'THE NORTHEAST CORNER OF ELMINGTON PARK, 108 FT. SOUTHWEST OF THE
 GC0609'CENTER OF THE INTERSECTION OF WEST END AVENUE AND ELMINGTON AVENUE,
 GC0609'40 FT. WEST OF THE CENTER OF ELMINGTON AVENUE AND 14 FT. NORTHEAST
 GC0609'OF A ROCK WALL, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 GC0609'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0610 ***********************************************************************
 GC0610  DESIGNATION -  ELMINGTON RM 1
 GC0610  PID         -  GC0610
 GC0610  STATE/COUNTY-  TN/DAVIDSON
 GC0610  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0610
 GC0610                         *CURRENT SURVEY CONTROL
 GC0610  ___________________________________________________________________
 GC0610* NAD 83(1986)-  36 08 05.     (N)    086 49 24.     (W)     SCALED    
 GC0610* NAVD 88     -       173.734  (meters)     569.99   (feet)  ADJUSTED  
 GC0610  ___________________________________________________________________
 GC0610  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0610  DYNAMIC HT  -         173.584 (meters)     569.50  (feet)  COMP
 GC0610  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0610
 GC0610  VERT ORDER  -  SECOND    CLASS 0
 GC0610
 GC0610.The horizontal coordinates were scaled from a topographic map and have
 GC0610.an estimated accuracy of +/- 6 seconds.
 GC0610
 GC0610.The orthometric height was determined by differential leveling
 GC0610.and adjusted by the National Geodetic Survey in June 1991..
 GC0610
 GC0610.The geoid height was determined by GEOID03.
 GC0610
 GC0610.The dynamic height is computed by dividing the NAVD 88
 GC0610.geopotential number by the normal gravity value computed on the
 GC0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0610.degrees latitude (g = 980.6199 gals.).
 GC0610
 GC0610.The modeled gravity was interpolated from observed gravity values.
 GC0610
 GC0610;                    North         East    Units  Estimated Accuracy
 GC0610;SPC TN       -   200,180.      525,900.      MT  (+/- 180 meters Scaled)
 GC0610
 GC0610                          SUPERSEDED SURVEY CONTROL
 GC0610
 GC0610  NGVD 29 (??/??/92)  173.754  (m)          570.06   (f) ADJ UNCH    2 0
 GC0610
 GC0610.Superseded values are not recommended for survey control.
 GC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0610.See file dsdata.txt to determine how the superseded data were derived.
 GC0610
 GC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE158989(NAD 83)
 GC0610_MARKER: DR = REFERENCE MARK DISK
 GC0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0610_SP_SET: SIDEWALK
 GC0610_STAMPING: ELMINGTON NO 1 1959
 GC0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0610
 GC0610  HISTORY     - Date     Condition        Report By
 GC0610  HISTORY     - 1959     MONUMENTED       CGS
 GC0610  HISTORY     - 1960     GOOD             NGS
 GC0610
 GC0610                          STATION DESCRIPTION
 GC0610
 GC0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0610'AT NASHVILLE.
 GC0610'THIS MARK IS LOCATED AT THE ELMINGTON 1959 STATION SITE, 97.2 FT.
 GC0610'SOUTHEAST OF THE STATION MARK, 22 FT. EAST OF THE CENTER OF
 GC0610'ELMINGTON AVENUE AND 14 FT. SOUTHEAST OF A POWER LINE POLE, DRILLED
 GC0610'IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0166 ***********************************************************************
 FD0166  DESIGNATION -  ELORA
 FD0166  PID         -  FD0166
 FD0166  STATE/COUNTY-  TN/LINCOLN
 FD0166  USGS QUAD   -  HUNTLAND (1972)
 FD0166
 FD0166                         *CURRENT SURVEY CONTROL
 FD0166  ___________________________________________________________________
 FD0166* NAD 83(1995)-  35 00 47.74949(N)    086 21 22.11679(W)     ADJUSTED  
 FD0166* NAVD 88     -       282.270  (meters)     926.08   (feet)  ADJUSTED  
 FD0166  ___________________________________________________________________
 FD0166  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 FD0166  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0166  DYNAMIC HT  -         281.990 (meters)     925.16  (feet)  COMP
 FD0166  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FD0166
 FD0166  HORZ ORDER  -  THIRD
 FD0166  VERT ORDER  -  FIRST     CLASS II
 FD0166
 FD0166.The horizontal coordinates were established by classical geodetic methods
 FD0166.and adjusted by the National Geodetic Survey in April 1999..
 FD0166
 FD0166.The orthometric height was determined by differential leveling
 FD0166.and adjusted by the National Geodetic Survey in June 1991..
 FD0166
 FD0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0166
 FD0166.The geoid height was determined by GEOID03.
 FD0166
 FD0166.The dynamic height is computed by dividing the NAVD 88
 FD0166.geopotential number by the normal gravity value computed on the
 FD0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0166.degrees latitude (g = 980.6199 gals.).
 FD0166
 FD0166.The modeled gravity was interpolated from observed gravity values.
 FD0166
 FD0166;                    North         East     Units Scale Factor Converg.
 FD0166;SPC TN       -    75,498.843   567,491.994   MT  1.00005021   -0 12 30.6
 FD0166;SPC TN       -   247,699.12  1,861,846.65   sFT  1.00005021   -0 12 30.6
 FD0166;SPC AL E     -   500,627.550   152,282.995   MT  0.99998805   -0 17 59.9
 FD0166;UTM  16      - 3,874,703.350   558,743.910   MT  0.99964253   +0 22 10.0
 FD0166
 FD0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0166!SPC TN       -   0.99996017  x   1.00005021  =   1.00001038
 FD0166!SPC AL E     -   0.99996017  x   0.99998805  =   0.99994822
 FD0166!UTM  16      -   0.99996017  x   0.99964253  =   0.99960272
 FD0166
 FD0166:                Primary Azimuth Mark                     Grid Az
 FD0166:SPC TN       -  RAYNOLDS                                 048 08 34.4
 FD0166:SPC AL E     -  RAYNOLDS                                 048 14 03.7
 FD0166:UTM  16      -  RAYNOLDS                                 047 33 53.8
 FD0166
 FD0166|---------------------------------------------------------------------|
 FD0166| PID    Reference Object                     Distance      Geod. Az  |
 FD0166|                                                           dddmmss.s |
 FD0166| FD0187 RAYNOLDS                            APPROX. 3.5 KM 0475603.8 |
 FD0166| FD0167 ELORA RM 1                           37.490 METERS 16458     |
 FD0166| FD0168 ELORA RM 2                           73.274 METERS 23140     |
 FD0166| FD0170 ELORA AZ MK                                        3035745.5 |
 FD0166| FD0169 PTS 8 T                              29.848 METERS 33532     |
 FD0166|---------------------------------------------------------------------|
 FD0166
 FD0166                          SUPERSEDED SURVEY CONTROL
 FD0166
 FD0166  NAD 83(1995)-  35 00 47.74980(N)    086 21 22.11680(W) AD(       ) 3
 FD0166  NAD 83(1995)-  35 00 47.76007(N)    086 21 22.11391(W) AD(       ) 3
 FD0166  NAD 83(1986)-  35 00 47.76033(N)    086 21 22.11395(W) AD(       ) 3
 FD0166  NAD 27      -  35 00 47.44300(N)    086 21 22.15600(W) AD(       ) 3
 FD0166  NGVD 29 (??/??/92)  282.228  (m)          925.94   (f) ADJ UNCH    1 2
 FD0166
 FD0166.Superseded values are not recommended for survey control.
 FD0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0166.See file dsdata.txt to determine how the superseded data were derived.
 FD0166
 FD0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5874474703(NAD 83)
 FD0166_MARKER: DS = TRIANGULATION STATION DISK
 FD0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0166_STAMPING: ELORA 1934
 FD0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0166+STABILITY: SURFACE MOTION
 FD0166
 FD0166  HISTORY     - Date     Condition        Report By
 FD0166  HISTORY     - 1934     MONUMENTED       CGS
 FD0166  HISTORY     - 1934     GOOD             CGS
 FD0166  HISTORY     - 1949     GOOD             NGS
 FD0166
 FD0166                          STATION DESCRIPTION
 FD0166
 FD0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD0166'IN ELORA, ON PROPERTY OF M A PYLANT, 10 FEET NORTH OF 20-INCH
 FD0166'WHITE-OAK TREE,
 FD0166'AND JUST SOUTHEAST OF COMBINED POST OFFICE AND DRUG
 FD0166'STORE.  SURFACE AND UNDERGROUND
 FD0166'MARKS ARE STANDARD DISK STATION MARKS
 FD0166'IN CONCRETE.  REFERENCE MARKS ARE
 FD0166'STANDARD REFERENCE
 FD0166'DISKS IN CONCRETE.  NO 1 IS ON OPPOSITE SIDE OF ROAD TO
 FD0166'HUNTLAND AND 123.0
 FD0166'FEET FROM STATION S 15 DEG 02 MIN E.  NO 2
 FD0166'IS ON OPPOSITE SIDE OF ROAD TO
 FD0166'HUNTLAND, ON PROPERTY OF J B SCIVALLY,
 FD0166'AND 240.4 FEET FROM STATION S 51 DEG 40 MIN W.  DISTANCE
 FD0166'BETWEEN NO 1 AND NO 2 IS 222.42 FEET.  AZIMUTH MARK IS ACROSS
 FD0166'RAILROAD FROM
 FD0166'STATION, 20 YARDS NORTH OF TRACK, 8 YARDS NORTH OF
 FD0166'CENTER LINE OF ROAD TO
 FD0166'FAYETTEVILLE, ON PROPERTY OF J A PYLANT, AND
 FD0166'300 YARDS FROM STATION N 56 DEG 02 MIN W.  PRIMARY
 FD0166'TRAVERSE STATION NO 8 T 1926 (U S G S), MARKED BY STANDARD U
 FD0166'S
 FD0166'GEOLOGICAL SURVEY DISK STAMPED P T STA NO 8-T-1926 IN CONCRETE POST,
 FD0166'IS IN YARD OF T G
 FD0166'YARBROUGH AND 29.848 METERS (97.93 FEET) FROM
 FD0166'STATION N 24 DEG 28 MIN W.
 FD0166'STATION HALE (SEE DESCRIPTION AND
 FD0166'GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM GROUND.
 FD0166
 FD0166                          STATION RECOVERY (1934)
 FD0166
 FD0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JDT)
 FD0166'AT ELORA, LINCOLN COUNTY, ABOUT 35 FEET E AND 10 FEET S OF THE POST
 FD0166'OFFICE.  A
 FD0166'STANDARD TRIANGULATION-STATION DISK, SET IN THE TIP OF A
 FD0166'CONCRETE POST.  (282.262
 FD0166'METERS OR 926.055 FEET.)
 FD0166'
 FD0166'REFERENCE MARK 1, ABOUT 35 FEET SE OF A 2-STORY METAL SHEATHED STORE
 FD0166'BUILDING OWNED BY
 FD0166'J B ROBINSON, ABOUT 20 FEET N OF THE NW CORNER OF
 FD0166'THE MRS ELMER RICHIE RESIDENCE,
 FD0166'ABOUT 10 FEET W OF A 2-FOOT OAK TREE,
 FD0166'AND 5 FEET OUTSIDE OF THE FENCE LINE.  A BRONZE
 FD0166'REFERENCE DISK, SET
 FD0166'IN THE TOP OF A CONCRETE POST.  (282.942 METERS OR 928.286 FEET.)
 FD0166'
 FD0166'REFERENCE MARK 2 IS AOUT 10 FEET E OF A METAL-SHEATHED STORE BUILDING
 FD0166'OWNED BY J B
 FD0166'SCIVALLY AND ABOUT 50 FEET S OF THE TRACK.  A BRONZE
 FD0166'REFERENCE DISK SET IN THE TOP
 FD0166'OF A CONCRETE POST.  (282.626 METERS OR
 FD0166'927.249 FEET.)
 FD0166'
 FD0166'AZIMUTH MARK ELORA-AT THE N LEG OF THE WYE OF THE NASHVILLE,
 FD0166'CHATTANOOGA AND ST
 FD0166'LOUIS RAILWAY, ABOUT 130 FEET NW OF A ROAD CROSSING,
 FD0166'ABOUT 25 FEET OUTSIDE OF THE FENCE
 FD0166'LINE OF THE J A PYLANT RESIDENCE,
 FD0166'AND ABOUT 15 FEET N OF THE CENTER LINE OF A GRAVEL
 FD0166'ROAD.  A BRONZE
 FD0166'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST.  (282.946 METERS OR
 FD0166'928.299 FEET.)
 FD0166
 FD0166                          STATION RECOVERY (1949)
 FD0166
 FD0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FD0166'AT ELORA.
 FD0166'AT ELORA, 37 1/2 FEET EAST-NORTHEAST AND ACROSS ROAD FROM THE
 FD0166'EAST CORNER OF THE POST OFFICE BUILDING, 98 FEET SOUTH-SOUTHEAST
 FD0166'OF P.T.S. 8 T (USGS), 52 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTH
 FD0166'CORNER OF A 2-STORY WHITE HOUSE, 123 FEET NORTH-NORTHWEST
 FD0166'AND ACROSS A STREET FROM R.M. NO. 1, 27 FEET SOUTH OF A 26-INCH
 FD0166'OAK TREE, 28 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 FD0166'STREET, 10 1/2 FEET NORTH OF A 26-INCH OAK TREE, AND SET IN THE
 FD0166'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0170 ***********************************************************************
 FD0170  DESIGNATION -  ELORA AZ MK
 FD0170  PID         -  FD0170
 FD0170  STATE/COUNTY-  TN/LINCOLN
 FD0170  USGS QUAD   -  HUNTLAND (1972)
 FD0170
 FD0170                         *CURRENT SURVEY CONTROL
 FD0170  ___________________________________________________________________
 FD0170* NAD 83(1986)-  35 00 49.     (N)    086 21 27.     (W)     SCALED    
 FD0170* NAVD 88     -       282.953  (meters)     928.32   (feet)  ADJUSTED  
 FD0170  ___________________________________________________________________
 FD0170  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0170  DYNAMIC HT  -         282.672 (meters)     927.40  (feet)  COMP
 FD0170  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 FD0170
 FD0170  VERT ORDER  -  FIRST     CLASS II
 FD0170
 FD0170.The horizontal coordinates were scaled from a topographic map and have
 FD0170.an estimated accuracy of +/- 6 seconds.
 FD0170
 FD0170.The orthometric height was determined by differential leveling
 FD0170.and adjusted by the National Geodetic Survey in June 1991..
 FD0170
 FD0170.The geoid height was determined by GEOID03.
 FD0170
 FD0170.The dynamic height is computed by dividing the NAVD 88
 FD0170.geopotential number by the normal gravity value computed on the
 FD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0170.degrees latitude (g = 980.6199 gals.).
 FD0170
 FD0170.The modeled gravity was interpolated from observed gravity values.
 FD0170
 FD0170;                    North         East    Units  Estimated Accuracy
 FD0170;SPC TN       -    75,540.      567,370.      MT  (+/- 180 meters Scaled)
 FD0170
 FD0170                          SUPERSEDED SURVEY CONTROL
 FD0170
 FD0170  NGVD 29 (??/??/92)  282.912  (m)          928.19   (f) ADJ UNCH    1 2
 FD0170
 FD0170.Superseded values are not recommended for survey control.
 FD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0170.See file dsdata.txt to determine how the superseded data were derived.
 FD0170
 FD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED586747(NAD 83)
 FD0170_MARKER: DR = REFERENCE MARK DISK
 FD0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0170_STAMPING: ELORA 1934 AZI
 FD0170_MARK LOGO: CGS   
 FD0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0170+STABILITY: SURFACE MOTION
 FD0170
 FD0170  HISTORY     - Date     Condition        Report By
 FD0170  HISTORY     - 1934     MONUMENTED       CGS
 FD0170  HISTORY     - 1949     GOOD             NGS
 FD0170
 FD0170                          STATION DESCRIPTION
 FD0170
 FD0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0170'AT ELORA.
 FD0170'AT ELORA, AT THE NORTH SIDE OF A TRIANGLE FORMED BY THE NASHVILLE,
 FD0170'CHATTANOOGA AND ST. LOUIS RAILWAY, ABOUT 490 FEET WEST OF THE
 FD0170'WEST CORNER OF THE RAILWAY STATION, 157 FEET WEST-NORTHWEST OF
 FD0170'U.S.G.S. BM 929, 138 FEET WEST OF THE CENTER OF A STREET INTERSECTION,
 FD0170'57 1/2 FEET NORTH AND ACROSS A BLACK TOP STREET FROM THE NORTH
 FD0170'RAIL OF THE TRACK, 24 1/2 FEET EAST AND ACROSS A DRIVE FROM A
 FD0170'POWER POLE, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE BLACK
 FD0170'TOP ROAD, 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0170'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0167 ***********************************************************************
 FD0167  DESIGNATION -  ELORA RM 1
 FD0167  PID         -  FD0167
 FD0167  STATE/COUNTY-  TN/LINCOLN
 FD0167  USGS QUAD   -  HUNTLAND (1972)
 FD0167
 FD0167                         *CURRENT SURVEY CONTROL
 FD0167  ___________________________________________________________________
 FD0167* NAD 83(1986)-  35 00 47.     (N)    086 21 22.     (W)     SCALED    
 FD0167* NAVD 88     -       282.951  (meters)     928.32   (feet)  ADJUSTED  
 FD0167  ___________________________________________________________________
 FD0167  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0167  DYNAMIC HT  -         282.671 (meters)     927.40  (feet)  COMP
 FD0167  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FD0167
 FD0167  VERT ORDER  -  FIRST     CLASS II
 FD0167
 FD0167.The horizontal coordinates were scaled from a topographic map and have
 FD0167.an estimated accuracy of +/- 6 seconds.
 FD0167
 FD0167.The orthometric height was determined by differential leveling
 FD0167.and adjusted by the National Geodetic Survey in June 1991..
 FD0167
 FD0167.The geoid height was determined by GEOID03.
 FD0167
 FD0167.The dynamic height is computed by dividing the NAVD 88
 FD0167.geopotential number by the normal gravity value computed on the
 FD0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0167.degrees latitude (g = 980.6199 gals.).
 FD0167
 FD0167.The modeled gravity was interpolated from observed gravity values.
 FD0167
 FD0167;                    North         East    Units  Estimated Accuracy
 FD0167;SPC TN       -    75,480.      567,500.      MT  (+/- 180 meters Scaled)
 FD0167
 FD0167                          SUPERSEDED SURVEY CONTROL
 FD0167
 FD0167  NGVD 29 (??/??/92)  282.909  (m)          928.18   (f) ADJ UNCH    1 2
 FD0167
 FD0167.Superseded values are not recommended for survey control.
 FD0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0167.See file dsdata.txt to determine how the superseded data were derived.
 FD0167
 FD0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED587746(NAD 83)
 FD0167_MARKER: DR = REFERENCE MARK DISK
 FD0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0167_STAMPING: ELORA NO 1 1934
 FD0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0167+STABILITY: SURFACE MOTION
 FD0167
 FD0167  HISTORY     - Date     Condition        Report By
 FD0167  HISTORY     - 1934     MONUMENTED       CGS
 FD0167  HISTORY     - 1949     GOOD             NGS
 FD0167
 FD0167                          STATION DESCRIPTION
 FD0167
 FD0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0167'AT ELORA.
 FD0167'AT ELORA, 222 1/2 FEET EAST-NORTHEAST AND ACROSS A STREET FROM
 FD0167'R.M. NO. 2, 123 FEET SOUTH-SOUTHEAST OF THE STATION MARK, 48 1/2
 FD0167'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD 2-STORY METAL
 FD0167'COVERED STORE BUILDING, 31 1/2 FEET NORTH-NORTHWEST OF THE
 FD0167'NORTHWEST CORNER OF A WHITE HOUSE, 15 FEET SOUTH OF THE CENTER
 FD0167'LINE OF STREET, 11 FEET WEST OF A 26-INCH OAK TREE, AND SET IN
 FD0167'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0168 ***********************************************************************
 FD0168  DESIGNATION -  ELORA RM 2
 FD0168  PID         -  FD0168
 FD0168  STATE/COUNTY-  TN/LINCOLN
 FD0168  USGS QUAD   -  HUNTLAND (1972)
 FD0168
 FD0168                         *CURRENT SURVEY CONTROL
 FD0168  ___________________________________________________________________
 FD0168* NAD 83(1986)-  35 00 47.     (N)    086 21 22.     (W)     SCALED    
 FD0168* NAVD 88     -       282.626  (meters)     927.25   (feet)  ADJUSTED  
 FD0168  ___________________________________________________________________
 FD0168  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD0168  DYNAMIC HT  -         282.345 (meters)     926.33  (feet)  COMP
 FD0168  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FD0168
 FD0168  VERT ORDER  -  FIRST     CLASS II
 FD0168
 FD0168.The horizontal coordinates were scaled from a topographic map and have
 FD0168.an estimated accuracy of +/- 6 seconds.
 FD0168
 FD0168.The orthometric height was determined by differential leveling
 FD0168.and adjusted by the National Geodetic Survey in June 1991..
 FD0168
 FD0168.The geoid height was determined by GEOID03.
 FD0168
 FD0168.The dynamic height is computed by dividing the NAVD 88
 FD0168.geopotential number by the normal gravity value computed on the
 FD0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0168.degrees latitude (g = 980.6199 gals.).
 FD0168
 FD0168.The modeled gravity was interpolated from observed gravity values.
 FD0168
 FD0168;                    North         East    Units  Estimated Accuracy
 FD0168;SPC TN       -    75,480.      567,500.      MT  (+/- 180 meters Scaled)
 FD0168
 FD0168                          SUPERSEDED SURVEY CONTROL
 FD0168
 FD0168  NGVD 29 (??/??/92)  282.584  (m)          927.11   (f) ADJ UNCH    1 2
 FD0168
 FD0168.Superseded values are not recommended for survey control.
 FD0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0168.See file dsdata.txt to determine how the superseded data were derived.
 FD0168
 FD0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED587746(NAD 83)
 FD0168_MARKER: DR = REFERENCE MARK DISK
 FD0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0168_STAMPING: ELORA NO 2 1934
 FD0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0168+STABILITY: SURFACE MOTION
 FD0168
 FD0168  HISTORY     - Date     Condition        Report By
 FD0168  HISTORY     - 1934     MONUMENTED       CGS
 FD0168  HISTORY     - 1949     GOOD             NGS
 FD0168
 FD0168                          STATION DESCRIPTION
 FD0168
 FD0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0168'AT ELORA.
 FD0168'AT ELORA, AT THE SOUTH CORNER OF THE J.B. SCIVALLY STORE,
 FD0168'222 1/2 FEET WEST-SOUTHWEST AND ACROSS A STREET FROM R.M. NO. 1,
 FD0168'157 1/2 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK
 FD0168'OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY, 15 FEET
 FD0168'NORTH-NORTHWEST OF THE CENTER LINE OF A BLACK TOP STREET, 12
 FD0168'FEET EAST OF THE SOUTHEAST CORNER OF A STORE BUILDING, 5 FEET
 FD0168'SOUTH OF THE SOUTH CORNER OF THE CONCRETE BLOCK BUILDING
 FD0168'(SCIVALLY STORE), AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FD0168'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2588 ***********************************************************************
 GB2588  DESIGNATION -  ELVA
 GB2588  PID         -  GB2588
 GB2588  STATE/COUNTY-  TN/SCOTT
 GB2588  USGS QUAD   -  ROBBINS (1980)
 GB2588
 GB2588                         *CURRENT SURVEY CONTROL
 GB2588  ___________________________________________________________________
 GB2588* NAD 83(1995)-  36 19 49.70737(N)    084 36 23.57942(W)     ADJUSTED  
 GB2588* NAVD 88     -       456.6    (meters)    1498.     (feet)  VERTCON   
 GB2588  ___________________________________________________________________
 GB2588  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 GB2588  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB2588
 GB2588  HORZ ORDER  -  SECOND
 GB2588
 GB2588.The horizontal coordinates were established by classical geodetic methods
 GB2588.and adjusted by the National Geodetic Survey in April 1999..
 GB2588
 GB2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2588
 GB2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2588
 GB2588.The geoid height was determined by GEOID03.
 GB2588
 GB2588;                    North         East     Units Scale Factor Converg.
 GB2588;SPC TN       -   222,474.972   725,106.327   MT  0.99998585   +0 48 56.8
 GB2588;SPC TN       -   729,903.30  2,378,953.01   sFT  0.99998585   +0 48 56.8
 GB2588;UTM  16      - 4,023,263.155   714,831.157   MT  1.00016867   +1 25 06.7
 GB2588
 GB2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2588!SPC TN       -   0.99993288  x   0.99998585  =   0.99991873
 GB2588!UTM  16      -   0.99993288  x   1.00016867  =   1.00010154
 GB2588
 GB2588:                Primary Azimuth Mark                     Grid Az
 GB2588:SPC TN       -  ELVA AZ MK                               003 37 42.3
 GB2588:UTM  16      -  ELVA AZ MK                               003 01 32.4
 GB2588
 GB2588|---------------------------------------------------------------------|
 GB2588| PID    Reference Object                     Distance      Geod. Az  |
 GB2588|                                                           dddmmss.s |
 GB2588| DB9268 ELVA AZ MK                                         0042639.1 |
 GB2588| DB9269 ELVA RM 1                            26.506 METERS 07948     |
 GB2588| DB9270 ELVA RM 2                            23.239 METERS 21533     |
 GB2588|---------------------------------------------------------------------|
 GB2588
 GB2588                          SUPERSEDED SURVEY CONTROL
 GB2588
 GB2588  NAD 83(1995)-  36 19 49.70959(N)    084 36 23.57971(W) AD(       ) 2
 GB2588  NAD 83(1995)-  36 19 49.71539(N)    084 36 23.58506(W) AD(       ) 2
 GB2588  NAD 83(1986)-  36 19 49.71675(N)    084 36 23.58108(W) AD(       ) 2
 GB2588  NAD 27      -  36 19 49.42620(N)    084 36 23.78698(W) AD(       ) 2
 GB2588  NGVD 29 (07/19/86)  456.7    (m)         1498.     (f) VERT ANG       
 GB2588
 GB2588.Superseded values are not recommended for survey control.
 GB2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2588.See file dsdata.txt to determine how the superseded data were derived.
 GB2588
 GB2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1483123263(NAD 83)
 GB2588_MARKER: DD = SURVEY DISK
 GB2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2588
 GB2588  HISTORY     - Date     Condition        Report By
 GB2588  HISTORY     - 1965     MONUMENTED       TNHD
 GB2588  HISTORY     - 1980     GOOD             NGS
 GB2588
 GB2588                          STATION DESCRIPTION
 GB2588
 GB2588'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2588'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF SUNBRIGHT IN THE
 GB2588'SMALL COMMUNITY OF ELGIN.
 GB2588'
 GB2588'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2588'ROUTE 52 IN ELGIN, GO 0.1 MILE SOUTHWEST ON U.S. HIGHWAY 27 TO A
 GB2588'GRAVELED ROAD ON THE LEFT BETWEEN TWO BUILDINGS, TURN LEFT,
 GB2588'SOUTHEAST, AND GO 0.2 MILE ON THE GRAVELED ROAD TO A GRAVELED DRIVE
 GB2588'ON THE RIGHT. TURN SHARP RIGHT, WEST, AND GO 0.05 MI TO A CHURCH AND
 GB2588'THE STATION AS DESCRIBED.
 GB2588'
 GB2588'THE STATION IS 45 FEET WEST OF THE NORTH CORNER OF THE CHURCH, 43
 GB2588'FEET SOUTHWEST OF A UTILITY POLE, 15 FEET NORTHWEST OF A STAND OF
 GB2588'9-INCH PINE TREES AND 4.3 FEET NORTHWEST OF A WITNESS POST AND SIGN.
 GB2588'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2588'DEPARTMENT DISKS AND THE DISKS ARE STAMPED ELVA 1965. THE UNDERGROUND
 GB2588'MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE DISK IS SET IN
 GB2588'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2588'
 GB2588'REFERENCE MARK NO. 1 IS 58 FEET NORTHEAST OF THE NORTH CORNER OF THE
 GB2588'CHURCH, 15 FEET NORTH OF A 48-INCH, TWIN-TRUNKED OAK TREE, 11 FEET
 GB2588'WEST OF A 12-INCH OAK TREE AND 8 FEET SOUTHEAST OF A 12-INCH PINE
 GB2588'TREE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2588'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2588'IS STAMPED ELVA RM-1 1965.
 GB2588'
 GB2588'REFERENCE MARK NO. 2 IS 56 FEET WEST OF THE WEST CORNER OF THE CHURCH
 GB2588'AND 32 FEET WEST OF AN 18-INCH PINE TREE. IT IS A STANDARD TENNESSEE
 GB2588'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2588'CONCRETE MONUMENT AND THE DISK IS STAMPED ELVA RM-2 1965.
 GB2588'
 GB2588'THE AZIMUTH MARK IS 24 FEET SOUTHEAST OF THE NORTHEAST EDGE OF A
 GB2588'BRIDGE OVER THE SOUTHERN RAILROAD, 19 FEET NORTHEAST OF THE
 GB2588'APPROXIMATE CENTER OF STATE ROUTE 52, 3 FEET SOUTH OF A UTILITY POLE
 GB2588'AND 1.5 FEET SOUTHWEST OF A WITNESS POST AND SIGN. IT IS A
 GB2588'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2588'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2588'ELVA AZI 1965.
 GB2588'
 GB2588'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 GB2588'STATE ROUTE 52 IN ELGIN, GO 0.1 MILE NORTHEAST ON STATE ROUTE 52
 GB2588'TO THE MARK ON THE RIGHT AS DESCRIBED.
 GB2588'
 GB2588'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2588'
 GB2588'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB2588
 GB2588                          STATION RECOVERY (1980)
 GB2588
 GB2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2588'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 GB2588'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GB2588'
 GB2588'THE STATION MARK IS 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 GB2588'
 GB2588'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0101 ***********************************************************************
 FC0101  DESIGNATION -  EM 67
 FC0101  PID         -  FC0101
 FC0101  STATE/COUNTY-  TN/KNOX
 FC0101  USGS QUAD   -  BEARDEN (1990)
 FC0101
 FC0101                         *CURRENT SURVEY CONTROL
 FC0101  ___________________________________________________________________
 FC0101* NAD 83(1986)-  35 53 05.     (N)    084 05 54.     (W)     SCALED    
 FC0101* NAVD 88     -       249.538  (meters)     818.69   (feet)  ADJUSTED  
 FC0101  ___________________________________________________________________
 FC0101  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0101  DYNAMIC HT  -         249.305 (meters)     817.93  (feet)  COMP
 FC0101  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FC0101
 FC0101  VERT ORDER  -  FIRST     CLASS I
 FC0101
 FC0101.The horizontal coordinates were scaled from a topographic map and have
 FC0101.an estimated accuracy of +/- 6 seconds.
 FC0101
 FC0101.The orthometric height was determined by differential leveling
 FC0101.and adjusted by the National Geodetic Survey in June 1991..
 FC0101
 FC0101.The geoid height was determined by GEOID03.
 FC0101
 FC0101.The dynamic height is computed by dividing the NAVD 88
 FC0101.geopotential number by the normal gravity value computed on the
 FC0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0101.degrees latitude (g = 980.6199 gals.).
 FC0101
 FC0101.The modeled gravity was interpolated from observed gravity values.
 FC0101
 FC0101;                    North         East    Units  Estimated Accuracy
 FC0101;SPC TN       -   173,790.      771,690.      MT  (+/- 180 meters Scaled)
 FC0101
 FC0101                          SUPERSEDED SURVEY CONTROL
 FC0101
 FC0101  NGVD 29 (??/??/92)  249.669  (m)          819.12   (f) ADJ UNCH    1 1
 FC0101
 FC0101.Superseded values are not recommended for survey control.
 FC0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0101.See file dsdata.txt to determine how the superseded data were derived.
 FC0101
 FC0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE619750(NAD 83)
 FC0101_MARKER: DD = SURVEY DISK
 FC0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0101_SP_SET: CULVERT
 FC0101_STAMPING: EM 67
 FC0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0101
 FC0101  HISTORY     - Date     Condition        Report By
 FC0101  HISTORY     - UNK      MONUMENTED       TVA
 FC0101  HISTORY     - 1968     GOOD             NGS
 FC0101
 FC0101                          STATION DESCRIPTION
 FC0101
 FC0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0101'2.7 MI NE FROM CONCORD.
 FC0101'ABOUT 2.55 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0101'POST OFFICE AT CONCORD, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A
 FC0101'BLACKTOP ROAD, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE
 FC0101'NORTHEAST HEAD WALL OF A 14-FOOT CONCRETE CULVERT OVER FORT
 FC0101'LOUDOUN LAKE, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FC0101'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0639 ***********************************************************************
 FC0639  DESIGNATION -  EMORY
 FC0639  PID         -  FC0639
 FC0639  STATE/COUNTY-  TN/ROANE
 FC0639  USGS QUAD   -  HARRIMAN (1980)
 FC0639
 FC0639                         *CURRENT SURVEY CONTROL
 FC0639  ___________________________________________________________________
 FC0639* NAD 83(1995)-  35 54 41.90316(N)    084 35 23.82118(W)     ADJUSTED  
 FC0639* NAVD 88     -       258.260  (meters)     847.31   (feet)  ADJUSTED  
 FC0639  ___________________________________________________________________
 FC0639  X           -     487,625.703 (meters)                     COMP
 FC0639  Y           -  -5,148,901.605 (meters)                     COMP
 FC0639  Z           -   3,720,389.251 (meters)                     COMP
 FC0639  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 FC0639  ELLIP HEIGHT-         228.21  (meters)          (04/12/99) GPS OBS
 FC0639  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0639  DYNAMIC HT  -         258.023 (meters)     846.53  (feet)  COMP
 FC0639  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 FC0639
 FC0639  HORZ ORDER  -  FIRST
 FC0639  VERT ORDER  -  SECOND    CLASS 0
 FC0639  ELLP ORDER  -  FOURTH    CLASS I
 FC0639
 FC0639.The horizontal coordinates were established by GPS observations
 FC0639.and adjusted by the National Geodetic Survey in April 1999..
 FC0639
 FC0639.The orthometric height was determined by differential leveling
 FC0639.and adjusted by the National Geodetic Survey in June 1991..
 FC0639
 FC0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0639
 FC0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0639
 FC0639.The ellipsoidal height was determined by GPS observations
 FC0639.and is referenced to NAD 83.
 FC0639
 FC0639.The geoid height was determined by GEOID03.
 FC0639
 FC0639.The dynamic height is computed by dividing the NAVD 88
 FC0639.geopotential number by the normal gravity value computed on the
 FC0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0639.degrees latitude (g = 980.6199 gals.).
 FC0639
 FC0639.The modeled gravity was interpolated from observed gravity values.
 FC0639
 FC0639;                    North         East     Units Scale Factor Converg.
 FC0639;SPC TN       -   176,028.456   727,266.097   MT  0.99994931   +0 49 31.8
 FC0639;SPC TN       -   577,520.03  2,386,038.85   sFT  0.99994931   +0 49 31.8
 FC0639;UTM  16      - 3,976,831.735   717,474.275   MT  1.00018281   +1 24 50.9
 FC0639
 FC0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0639!SPC TN       -   0.99996418  x   0.99994931  =   0.99991350
 FC0639!UTM  16      -   0.99996418  x   1.00018281  =   1.00014699
 FC0639
 FC0639|---------------------------------------------------------------------|
 FC0639| PID    Reference Object                     Distance      Geod. Az  |
 FC0639|                                                           dddmmss.s |
 FC0639| FC0640 EMORY RM 1                           25.175 METERS 04401     |
 FC0639| FC1810 WILD                                APPROX. 2.8 KM 0563518.2 |
 FC0639| FC0957 EMORY AZ MK                                        0604421.4 |
 FC0639| FC0638 EMORY RM 2                           25.096 METERS 17242     |
 FC0639|---------------------------------------------------------------------|
 FC0639
 FC0639                          SUPERSEDED SURVEY CONTROL
 FC0639
 FC0639  NAD 83(1995)-  35 54 41.90557(N)    084 35 23.82615(W) AD(       ) 1
 FC0639  ELLIP H (10/22/93)  228.10   (m)                       GP(       ) 4 1
 FC0639  NAD 83(1995)-  35 54 41.91139(N)    084 35 23.82011(W) AD(       ) 2
 FC0639  NAD 83(1986)-  35 54 41.91685(N)    084 35 23.81809(W) AD(       ) 2
 FC0639  NAD 27      -  35 54 41.64963(N)    084 35 24.04535(W) AD(       ) 2
 FC0639  NGVD 29 (??/??/92)  258.372  (m)          847.68   (f) ADJ UNCH    2 0
 FC0639
 FC0639.Superseded values are not recommended for survey control.
 FC0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0639.See file dsdata.txt to determine how the superseded data were derived.
 FC0639
 FC0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1747476832(NAD 83)
 FC0639_MARKER: DE = TRAVERSE STATION DISK
 FC0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0639_SP_SET: CONCRETE POST
 FC0639_STAMPING: EMORY 1960
 FC0639_MARK LOGO: CGS   
 FC0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0639+STABILITY: SURFACE MOTION
 FC0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0639+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 FC0639
 FC0639  HISTORY     - Date     Condition        Report By
 FC0639  HISTORY     - 1960     MONUMENTED       CGS
 FC0639  HISTORY     - 1965     GOOD             TNHD
 FC0639  HISTORY     - 1965     GOOD             NGS
 FC0639  HISTORY     - 1972     GOOD             TVA
 FC0639  HISTORY     - 19930513 GOOD             NOS
 FC0639
 FC0639                          STATION DESCRIPTION
 FC0639
 FC0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0639'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOE S. WAKEFIELD, ABOUT
 FC0639'6 MILES NORTHEAST OF ROCKWOOD, ABOUT 3-1/2 MILES NORTHWEST OF
 FC0639'THE KINGSTON POWER PLANT, ABOUT 1 MILE SOUTHWEST OF EMORY CAP, AND
 FC0639'ABOUT 74 YARDS NORTH OF MR.  WAKEFIELDS RESIDENCE.
 FC0639'
 FC0639'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EMORY GAP, GO
 FC0639'WESTERLY, CROSSING RAILROAD TRACKS, AND THE AZIMUTH MARK ON
 FC0639'THE RIGHT. TURN LEFT, AND GO STRAIGHT AHEAD, PASSING A T-ROAD ON THE
 FC0639'RIGHT, AND GO 0.65 MILE TO A T-ROAD ON THE RIGHT. PROCEED
 FC0639'STRAIGHT AHEAD FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT. TURN RIGHT,
 FC0639'AND GO 30 YARDS TO THE WEST SIDE OF HOUSE, THEN RIGHT, NORTH,
 FC0639'ABOUT 50 YARDS TO A WOODEN GATE. PASS THROUGH GATE, AND GO NORTHEAST
 FC0639'ABOUT 80 YARDS TO THE SUMMIT AND THE STATION.
 FC0639'
 FC0639'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED EMORY 1960, SET
 FC0639'IN A CONCRETE MONUMENT, AND SET FLUSH.  IT IS 135 FEET NORTHEAST
 FC0639'OF THE NORTHEAST CORNER OF A YARD FENCE, 4.1 FEET NORTHEAST OF A
 FC0639'WITNESS SIGN, AND SET IN AN OPEN PASTURE ON THE SUMMIT OF A
 FC0639'SMALL KNOLL.
 FC0639'
 FC0639'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED EMORY NO 1 1960, SET
 FC0639'IN A CONCRETE MONUMENT AND SET FLUSH. IT IS 86.5 FEET NORTHEAST OF
 FC0639'A WITNESS SIGN, AND ABOUT 2 FEET LOWER THAN THE STATION.
 FC0639'
 FC0639'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED EMORY NO 2 1960, SET
 FC0639'IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS 79.3 FEET SOUTH OF A
 FC0639'WITNESS SIGN, 66 FEET NORTHEAST OF THE NORTHEAST CORNER OF A YARD
 FC0639'FENCE, AND ABOUT 2 FEET LOWER THAN THE STATION.
 FC0639'
 FC0639'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EMORY 1960, CEMENTED IN
 FC0639'A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE FOOTING
 FC0639'SUPPORTING A SAND TANK OF THE TENNESSEE CENTRAL RAILROAD. THE FOOTING
 FC0639'PROJECTS ABOUT 2 FEET ABOVE THE GROUND, AND IS LOCATED BETWEEN
 FC0639'THE RAILROAD SIDINGS. IT IS 175 FEET NORTHWEST OF THE NORTHWEST
 FC0639'CORNER OF THE RAILROAD DEPOT, 23.8 FEET SOUTHWEST OF A SMALL
 FC0639'BLOCK BUILDING, AND 4.8 FEET NORTHEAST OF THE NORTHEAST LEG OF A
 FC0639'LARGE HORIZONTAL TANK.
 FC0639'
 FC0639'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FC0639
 FC0639                          STATION RECOVERY (1965)
 FC0639
 FC0639'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 FC0639'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE 1960
 FC0639'DESCRIPTION IS COMPLETELY ADEQUATE.
 FC0639'
 FC0639'NOTE-THE DIRECTION TO THE AZIMUTH MARK COULD NOT BE TAKEN DUE TO AN
 FC0639'OBSTRUCTED LINE.
 FC0639
 FC0639                          STATION RECOVERY (1965)
 FC0639
 FC0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FC0639'1 MI W FROM EMORY GAP.
 FC0639'FROM THE RAILROAD DEPOT IN EMORY GAP, GO WESTERLY, CROSSING
 FC0639'RAILROAD TRACKS, TURN LEFT AND GO STRAIGHT AHEAD, PASSING A T
 FC0639'ROAD ON THE RIGHT AND GO 0.65 MILE TO A T ROAD ON THE RIGHT.
 FC0639'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT,
 FC0639'TURN RIGHT AND GO ABOUT 30 YARDS TO THE WEST SIDE OF A HOUSE,
 FC0639'THEN RIGHT, NORTH, ABOUT 50 YARDS TO A WOODEN GATE.  PASS THROUGH
 FC0639'THIS GATE AND GO NORTHEAST ABOUT 80 YARDS TO THE SUMMIT OF A LOW
 FC0639'KNOLL AND THE STATION.  THE STATION MARK IS 135 FEET NORTHEAST
 FC0639'OF THE NORTHEAST CORNER OF A YARD FENCE, 4.1 FEET NORTHEAST OF
 FC0639'A WITNESS POST AND SIGN, AND IS SET IN OPEN PASTURE.  THE DISK
 FC0639'IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FC0639
 FC0639                          STATION RECOVERY (1972)
 FC0639
 FC0639'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC0639'EMORY 1960 REPORTED IN GOOD CONDITION.
 FC0639'
 FC0639'DESCRIPTIONS GOOD.
 FC0639'
 FC0639'RM 1 1960 REPORTED IN GOOD CONDITION.
 FC0639'
 FC0639'DESCRIPTIONS GOOD.
 FC0639'
 FC0639'RM 2 REPORTED IN GOOD CONDITION.
 FC0639'
 FC0639'DESCRIPTION GOOD.
 FC0639'
 FC0639'DISTANCE AND DIRECTION FROM NEAREST TOWN W. OF EMORY GAP.
 FC0639'
 FC0639'EMORY 1960 REPORTED IN GOOD CONDITION.
 FC0639'
 FC0639'DESCRIPTIONS GOOD.
 FC0639'
 FC0639'DISTANCE AND DIRECTION FROM NEAREST TOWN W. OF HARRIMAN.
 FC0639
 FC0639                          STATION RECOVERY (1993)
 FC0639
 FC0639'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0957 ***********************************************************************
 FC0957  DESIGNATION -  EMORY AZ MK
 FC0957  PID         -  FC0957
 FC0957  STATE/COUNTY-  TN/ROANE
 FC0957  USGS QUAD   -  HARRIMAN (1980)
 FC0957
 FC0957                         *CURRENT SURVEY CONTROL
 FC0957  ___________________________________________________________________
 FC0957* NAD 83(1986)-  35 54 57.     (N)    084 34 46.     (W)     SCALED    
 FC0957* NAVD 88     -       254.873  (meters)     836.20   (feet)  ADJUSTED  
 FC0957  ___________________________________________________________________
 FC0957  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC0957  DYNAMIC HT  -         254.639 (meters)     835.43  (feet)  COMP
 FC0957  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 FC0957
 FC0957  VERT ORDER  -  SECOND    CLASS 0
 FC0957
 FC0957.The horizontal coordinates were scaled from a topographic map and have
 FC0957.an estimated accuracy of +/- 6 seconds.
 FC0957
 FC0957.The orthometric height was determined by differential leveling
 FC0957.and adjusted by the National Geodetic Survey in June 1991..
 FC0957
 FC0957.The geoid height was determined by GEOID03.
 FC0957
 FC0957.The dynamic height is computed by dividing the NAVD 88
 FC0957.geopotential number by the normal gravity value computed on the
 FC0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0957.degrees latitude (g = 980.6199 gals.).
 FC0957
 FC0957.The modeled gravity was interpolated from observed gravity values.
 FC0957
 FC0957;                    North         East    Units  Estimated Accuracy
 FC0957;SPC TN       -   176,510.      728,210.      MT  (+/- 180 meters Scaled)
 FC0957
 FC0957                          SUPERSEDED SURVEY CONTROL
 FC0957
 FC0957  NGVD 29 (??/??/92)  254.984  (m)          836.56   (f) ADJ UNCH    2 0
 FC0957
 FC0957.Superseded values are not recommended for survey control.
 FC0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0957.See file dsdata.txt to determine how the superseded data were derived.
 FC0957
 FC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE184773(NAD 83)
 FC0957_MARKER: DZ = AZIMUTH MARK DISK
 FC0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0957_SP_SET: CONCRETE FOOTING
 FC0957_STAMPING: EMORY 1960
 FC0957_MARK LOGO: CGS   
 FC0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0957
 FC0957  HISTORY     - Date     Condition        Report By
 FC0957  HISTORY     - 1960     MONUMENTED       CGS
 FC0957  HISTORY     - 1965     GOOD             NGS
 FC0957
 FC0957                          STATION DESCRIPTION
 FC0957
 FC0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0957'AT EMORY GAP.
 FC0957'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EMORY GAP, GO
 FC0957'WESTERLY CROSSING THE RAILROAD TRACKS AND MARK ON THE RIGHT.  IT
 FC0957'IS IN THE SOUTHEAST CORNER OF A CONCRETE FOOTING SUPPORTING A
 FC0957'SAND TANK OF TENNESSEE CENTRAL RAILROAD.  THE MARK IS LOCATED
 FC0957'BETWEEN THE RAILROAD SIDINGS, 175 FEET NORTHWEST OF THE NORTHWEST
 FC0957'CORNER OF THE RAILROAD DEPOT, 23.8 FEET SOUTHWEST OF A SMALL
 FC0957'BLOCK BUILDING AND 48 FEET NORTHEAST OF THE NORTHEAST LEG OF A
 FC0957'LARGE HORIZONTAL TANK.  IT IS A STANDARD USC AND GS DISK CEMENTED
 FC0957'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING OF
 FC0957'THE SAND TANK PROJECTING ABOUT 2 FEET ABOVE THE GROUND AND THE
 FC0957'DISK IS STAMPED EMORY 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0640 ***********************************************************************
 FC0640  DESIGNATION -  EMORY RM 1
 FC0640  PID         -  FC0640
 FC0640  STATE/COUNTY-  TN/ROANE
 FC0640  USGS QUAD   -  HARRIMAN (1980)
 FC0640
 FC0640                         *CURRENT SURVEY CONTROL
 FC0640  ___________________________________________________________________
 FC0640* NAD 83(1986)-  35 54 41.     (N)    084 35 24.     (W)     SCALED    
 FC0640* NAVD 88     -       257.709  (meters)     845.50   (feet)  ADJUSTED  
 FC0640  ___________________________________________________________________
 FC0640  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0640  DYNAMIC HT  -         257.472 (meters)     844.72  (feet)  COMP
 FC0640  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 FC0640
 FC0640  VERT ORDER  -  SECOND    CLASS 0
 FC0640
 FC0640.The horizontal coordinates were scaled from a topographic map and have
 FC0640.an estimated accuracy of +/- 6 seconds.
 FC0640
 FC0640.The orthometric height was determined by differential leveling
 FC0640.and adjusted by the National Geodetic Survey in June 1991..
 FC0640
 FC0640.The geoid height was determined by GEOID03.
 FC0640
 FC0640.The dynamic height is computed by dividing the NAVD 88
 FC0640.geopotential number by the normal gravity value computed on the
 FC0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0640.degrees latitude (g = 980.6199 gals.).
 FC0640
 FC0640.The modeled gravity was interpolated from observed gravity values.
 FC0640
 FC0640;                    North         East    Units  Estimated Accuracy
 FC0640;SPC TN       -   176,000.      727,260.      MT  (+/- 180 meters Scaled)
 FC0640
 FC0640                          SUPERSEDED SURVEY CONTROL
 FC0640
 FC0640  NGVD 29 (??/??/92)  257.821  (m)          845.87   (f) ADJ UNCH    2 0
 FC0640
 FC0640.Superseded values are not recommended for survey control.
 FC0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0640.See file dsdata.txt to determine how the superseded data were derived.
 FC0640
 FC0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE174768(NAD 83)
 FC0640_MARKER: DR = REFERENCE MARK DISK
 FC0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0640_STAMPING: EMORY NO 1 1960
 FC0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0640+STABILITY: SURFACE MOTION
 FC0640
 FC0640  HISTORY     - Date     Condition        Report By
 FC0640  HISTORY     - 1960     MONUMENTED       CGS
 FC0640  HISTORY     - 1965     GOOD             NGS
 FC0640
 FC0640                          STATION DESCRIPTION
 FC0640
 FC0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0640'1 MI W FROM EMORY GAP.
 FC0640'THIS MARK IS LOCATED AT THE EMORY 1960 STATION SITE, 82.6 FEET
 FC0640'NORTHEAST OF THE STATION MARK, 86.5 FEET NORTHEAST OF A WITNESS
 FC0640'SIGN AND POST, AND ABOUT 2 FEET LOWER THAN THE STATION.  THE DISK
 FC0640'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0638 ***********************************************************************
 FC0638  DESIGNATION -  EMORY RM 2
 FC0638  PID         -  FC0638
 FC0638  STATE/COUNTY-  TN/ROANE
 FC0638  USGS QUAD   -  HARRIMAN (1980)
 FC0638
 FC0638                         *CURRENT SURVEY CONTROL
 FC0638  ___________________________________________________________________
 FC0638* NAD 83(1986)-  35 54 41.     (N)    084 35 24.     (W)     SCALED    
 FC0638* NAVD 88     -       256.992  (meters)     843.15   (feet)  ADJUSTED  
 FC0638  ___________________________________________________________________
 FC0638  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0638  DYNAMIC HT  -         256.757 (meters)     842.38  (feet)  COMP
 FC0638  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 FC0638
 FC0638  VERT ORDER  -  SECOND    CLASS 0
 FC0638
 FC0638.The horizontal coordinates were scaled from a topographic map and have
 FC0638.an estimated accuracy of +/- 6 seconds.
 FC0638
 FC0638.The orthometric height was determined by differential leveling
 FC0638.and adjusted by the National Geodetic Survey in June 1991..
 FC0638
 FC0638.The geoid height was determined by GEOID03.
 FC0638
 FC0638.The dynamic height is computed by dividing the NAVD 88
 FC0638.geopotential number by the normal gravity value computed on the
 FC0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0638.degrees latitude (g = 980.6199 gals.).
 FC0638
 FC0638.The modeled gravity was interpolated from observed gravity values.
 FC0638
 FC0638;                    North         East    Units  Estimated Accuracy
 FC0638;SPC TN       -   176,000.      727,260.      MT  (+/- 180 meters Scaled)
 FC0638
 FC0638                          SUPERSEDED SURVEY CONTROL
 FC0638
 FC0638  NGVD 29 (??/??/92)  257.105  (m)          843.52   (f) ADJ UNCH    2 0
 FC0638
 FC0638.Superseded values are not recommended for survey control.
 FC0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0638.See file dsdata.txt to determine how the superseded data were derived.
 FC0638
 FC0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE174768(NAD 83)
 FC0638_MARKER: DR = REFERENCE MARK DISK
 FC0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0638_STAMPING: EMORY NO 2 1960
 FC0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0638+STABILITY: SURFACE MOTION
 FC0638
 FC0638  HISTORY     - Date     Condition        Report By
 FC0638  HISTORY     - 1960     MONUMENTED       CGS
 FC0638  HISTORY     - 1965     GOOD             NGS
 FC0638
 FC0638                          STATION DESCRIPTION
 FC0638
 FC0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0638'1 MI W FROM EMORY GAP.
 FC0638'THIS MARK IS LOCATED AT THE EMORY 1960 STATION SITE, 82.3 FEET
 FC0638'SOUTH OF THE STATION MARK, 79.3 FEET SOUTH OF A WITNESS SIGN,
 FC0638'66 FEET NORTHEAST OF THE NORTHEAST CORNER OF A YARD FENCE, AND
 FC0638'ABOUT 2 FEET LOWER THAN THE STATION.  THE DISK IS SET IN THE
 FC0638'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0616 ***********************************************************************
 FE0616  DESIGNATION -  ENGLE
 FE0616  PID         -  FE0616
 FE0616  STATE/COUNTY-  TN/MADISON
 FE0616  USGS QUAD   -  JACKSON NORTH (1983)
 FE0616
 FE0616                         *CURRENT SURVEY CONTROL
 FE0616  ___________________________________________________________________
 FE0616* NAD 83(1995)-  35 39 59.09783(N)    088 50 49.34441(W)     ADJUSTED  
 FE0616* NAVD 88     -       153.257  (meters)     502.81   (feet)  ADJUSTED  
 FE0616  ___________________________________________________________________
 FE0616  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FE0616  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0616  DYNAMIC HT  -         153.120 (meters)     502.36  (feet)  COMP
 FE0616  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE0616
 FE0616  HORZ ORDER  -  SECOND
 FE0616  VERT ORDER  -  SECOND    CLASS 0
 FE0616
 FE0616.The horizontal coordinates were established by classical geodetic methods
 FE0616.and adjusted by the National Geodetic Survey in April 1999..
 FE0616
 FE0616.The orthometric height was determined by differential leveling
 FE0616.and adjusted by the National Geodetic Survey in June 1991..
 FE0616
 FE0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0616
 FE0616.The geoid height was determined by GEOID03.
 FE0616
 FE0616.The dynamic height is computed by dividing the NAVD 88
 FE0616.geopotential number by the normal gravity value computed on the
 FE0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0616.degrees latitude (g = 980.6199 gals.).
 FE0616
 FE0616.The modeled gravity was interpolated from observed gravity values.
 FE0616
 FE0616;                    North         East     Units Scale Factor Converg.
 FE0616;SPC TN       -   151,653.188   342,272.211   MT  0.99995266   -1 40 00.4
 FE0616;SPC TN       -   497,548.83  1,122,938.08   sFT  0.99995266   -1 40 00.4
 FE0616;UTM  16      - 3,948,521.615   332,823.071   MT  0.99994441   -1 04 37.9
 FE0616
 FE0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0616!SPC TN       -   0.99998037  x   0.99995266  =   0.99993303
 FE0616!UTM  16      -   0.99998037  x   0.99994441  =   0.99992479
 FE0616
 FE0616|---------------------------------------------------------------------|
 FE0616| PID    Reference Object                     Distance      Geod. Az  |
 FE0616|                                                           dddmmss.s |
 FE0616| FE0614 ENGLE RM 1                           14.045 METERS 06513     |
 FE0616| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 2.6 KM 1495638.4 |
 FE0616| FE0615 ENGLE RM 2                           10.145 METERS 25524     |
 FE0616|---------------------------------------------------------------------|
 FE0616
 FE0616                          SUPERSEDED SURVEY CONTROL
 FE0616
 FE0616  NAD 83(1995)-  35 39 59.10227(N)    088 50 49.34902(W) AD(       ) 2
 FE0616  NAD 83(1986)-  35 39 59.10918(N)    088 50 49.34515(W) AD(       ) 2
 FE0616  NAD 27      -  35 39 58.85410(N)    088 50 49.12620(W) AD(       ) 2
 FE0616  NGVD 29 (??/??/??)  153.290  (m)          502.92   (f) ADJUSTED    2 0
 FE0616
 FE0616.Superseded values are not recommended for survey control.
 FE0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0616.See file dsdata.txt to determine how the superseded data were derived.
 FE0616
 FE0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3282348522(NAD 83)
 FE0616_MARKER: DE = TRAVERSE STATION DISK
 FE0616_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0616_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0616_STAMPING: ENGLE 1959
 FE0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0616
 FE0616  HISTORY     - Date     Condition        Report By
 FE0616  HISTORY     - 1959     MONUMENTED       CGS
 FE0616  HISTORY     - 1959     GOOD             CGS
 FE0616  HISTORY     - 1961     MARK NOT FOUND   TNDT
 FE0616
 FE0616                          STATION DESCRIPTION
 FE0616
 FE0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0616'THE STATION IS LOCATED ABOUT (AIRLINE) 7.0 MILES SOUTHEAST OF ADAIR,
 FE0616'4.0 MILES NORTH-NORTHWEST OF JACKSON, 3.0 MILES SOUTHWEST OF
 FE0616'GILMORE, AND IS 5.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE
 FE0616'OF INTERSTATE HIGHWAY 40.
 FE0616'
 FE0616'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED ENGLE
 FE0616'1959, IS SECURED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6
 FE0616'INCHES ABOVE THE GROUND. IT IS 5.5 FEET SOUTH OF THE N RIGHT-OF-WAY
 FE0616'FENCE LINE, 5.0 FEET SOUTH OF A WITNESS SIGN, AND 3.0 FEET NORTH OF
 FE0616'THE NORTH EDGE OF A CUT BANK.
 FE0616'
 FE0616'REFERENCE MARK 1, A STANDARD DISK STAMPED ENGLE NO 1 1959, IS SECURED
 FE0616'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES ABOVE THE
 FE0616'GROUND, AND IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION
 FE0616'MARK.  IT IS 4.0 FEET NORTH OF THE N EDGE OF THE CUT BANK, AND 3.0
 FE0616'FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 FE0616'
 FE0616'REFERENCE MARK 2, A STANDARD DISK STAMPED ENGLE NO 2 1959, IS SECURED
 FE0616'TO THE TOP OF A 2-IN IRON PIPE THAT PROJECTS 6 IN ABOVE THE GROUND,
 FE0616'AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 FE0616'10.0 FEET NORTH OF THE NORTH EDGE OF THE CUTBANK, AND 18 INCHES
 FE0616'SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 FE0616'
 FE0616'TRAVERSE STATION LYON CAN BE USED FOR AN AZIMUTH.
 FE0616'
 FE0616'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 70 AND 45 IN
 FE0616'JACKSON GO NORTH ON U.S.HIGHWAY 45 FOR 3.45 MILES TO A SIDE ROAD
 FE0616'LEFT, W PARKER RD.  TURN LEFT AND GO WEST ON W PARKER RD. FOR 0.8
 FE0616'MILE TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD ON
 FE0616'THE GRAVELED ROAD AND GO 0.5 MILE TO THE END OF THE ROAD AT THE
 FE0616'INTERSTATE HIGHWAY 40.  TURN RIGHT AND GO 0.5 MILE TO THE
 FE0616'STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 FE0616'
 FE0616'NOTE- THE HIGHWAY IS NOW UNDER CONSTRUCTION AND THE LAST 0.5 MILE MAY
 FE0616'NOT BE ACCESSIBLE AFTER IT HAS BEEN COMPLETED.
 FE0616
 FE0616                          STATION RECOVERY (1959)
 FE0616
 FE0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0616'5.5 MI N FROM JACKSON.
 FE0616'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0616'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 1.85 MILES EAST ON INTERSTATE
 FE0616'HIGHWAY 40.  IT IS 5.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 FE0616'FENCE LINE, 5.0 FEET SOUTH OF A WITNESS SIGN, AND 3.0 FEET
 FE0616'NORTH OF THE NORTH EDGE OF A CUT-ROAD.  THE DISK IS SECURED TO
 FE0616'THE TOP OF A 2 INCH IRON PIPE PROJECTING 6 INCHES FROM THE
 FE0616'GROUND.
 FE0616
 FE0616                          STATION RECOVERY (1961)
 FE0616
 FE0616'RECOVERY NOTE BY TN DEPT OF TRANSP 1961 (CEG)
 FE0616'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THE STATION, AND
 FE0616'REFERENCE MARKS, ON TWO SEPARATE DAYS.  ABSOLUTELY NO EVIDENCE,
 FE0616'WHATSOEVER, COULD BE FOUND OF ANY OF THE MARKS.
 FE0616'
 FE0616'THE ORIGINAL TO-REACH AND DESCRIPTION OF THE STATION IS NOW
 FE0616'COMPLETELY INADEQUATE.  HOWEVER, THE STATION HILL WAS DEFINITELY
 FE0616'LOCATED, AND THERE IS NOW A HIGHWAY CUT APPROXIMATELY 30 FEET DEEP
 FE0616'THROUGH THIS HILL AND NO REFERENCE POINTS EXIST.
 FE0616'
 FE0616'THERE IS A REMOTE POSSIBILITY THAT THE UNDERGROUND STATION MARK MAY
 FE0616'STILL BE IN PLACE, AS IT WAS EVIDENTLY JUST INSIDE THE RIGHT-OF-WAY
 FE0616'FENCE AT THE TOP OF THE CUT.  THE TOP OF THE CUT EXPIRES RIGHT
 FE0616'AGAINST THE FENCE AND IS NOW SEEDED WITH GRASS AND MULCHED TO
 FE0616'PREVENT EROSION.
 FE0616'
 FE0616'THE COMPLETE STATION IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0614 ***********************************************************************
 FE0614  DESIGNATION -  ENGLE RM 1
 FE0614  PID         -  FE0614
 FE0614  STATE/COUNTY-  TN/MADISON
 FE0614  USGS QUAD   -  JACKSON NORTH (1983)
 FE0614
 FE0614                         *CURRENT SURVEY CONTROL
 FE0614  ___________________________________________________________________
 FE0614* NAD 83(1986)-  35 39 59.     (N)    088 50 49.     (W)     SCALED    
 FE0614* NAVD 88     -       153.743  (meters)     504.41   (feet)  ADJUSTED  
 FE0614  ___________________________________________________________________
 FE0614  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0614  DYNAMIC HT  -         153.606 (meters)     503.96  (feet)  COMP
 FE0614  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FE0614
 FE0614  VERT ORDER  -  SECOND    CLASS 0
 FE0614
 FE0614.The horizontal coordinates were scaled from a topographic map and have
 FE0614.an estimated accuracy of +/- 6 seconds.
 FE0614
 FE0614.The orthometric height was determined by differential leveling
 FE0614.and adjusted by the National Geodetic Survey in June 1991..
 FE0614
 FE0614.The geoid height was determined by GEOID03.
 FE0614
 FE0614.The dynamic height is computed by dividing the NAVD 88
 FE0614.geopotential number by the normal gravity value computed on the
 FE0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0614.degrees latitude (g = 980.6199 gals.).
 FE0614
 FE0614.The modeled gravity was interpolated from observed gravity values.
 FE0614
 FE0614;                    North         East    Units  Estimated Accuracy
 FE0614;SPC TN       -   151,650.      342,280.      MT  (+/- 180 meters Scaled)
 FE0614
 FE0614                          SUPERSEDED SURVEY CONTROL
 FE0614
 FE0614  NGVD 29 (??/??/??)  153.777  (m)          504.52   (f) ADJUSTED    2 0
 FE0614
 FE0614.Superseded values are not recommended for survey control.
 FE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0614.See file dsdata.txt to determine how the superseded data were derived.
 FE0614
 FE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE328485(NAD 83)
 FE0614_MARKER: DR = REFERENCE MARK DISK
 FE0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0614_STAMPING: ENGLE NO 1 1959
 FE0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0614+STABILITY: SURFACE MOTION
 FE0614
 FE0614  HISTORY     - Date     Condition        Report By
 FE0614  HISTORY     - 1959     MONUMENTED       CGS
 FE0614  HISTORY     - 1959     GOOD             CGS
 FE0614
 FE0614                          STATION DESCRIPTION
 FE0614
 FE0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0614'5.5 MI N FROM JACKSON.
 FE0614'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0614'U.S. HIGHWAY 70 IN JACKSON, THENCE 1.85 MILES EAST ON INTERSTATE
 FE0614'HIGHWAY 40.  IT IS 46.0 FEET EAST OF STATION ENGLE 1959, 4.0 FEET
 FE0614'NORTH OF THE NORTH EDGE OF A CUT-ROAD, AND 3.0 FEET SOUTH OF THE
 FE0614'RIGHT-OF-WAY FENCE.  THE DISK IS SECURED TO THE TOP OF A 2 INCH
 FE0614'IRON PIPE PROJECTING 6 INCHES FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0615 ***********************************************************************
 FE0615  DESIGNATION -  ENGLE RM 2
 FE0615  PID         -  FE0615
 FE0615  STATE/COUNTY-  TN/MADISON
 FE0615  USGS QUAD   -  JACKSON NORTH (1983)
 FE0615
 FE0615                         *CURRENT SURVEY CONTROL
 FE0615  ___________________________________________________________________
 FE0615* NAD 83(1986)-  35 39 59.     (N)    088 50 50.     (W)     SCALED    
 FE0615* NAVD 88     -       152.698  (meters)     500.98   (feet)  ADJUSTED  
 FE0615  ___________________________________________________________________
 FE0615  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0615  DYNAMIC HT  -         152.562 (meters)     500.53  (feet)  COMP
 FE0615  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FE0615
 FE0615  VERT ORDER  -  SECOND    CLASS 0
 FE0615
 FE0615.The horizontal coordinates were scaled from a topographic map and have
 FE0615.an estimated accuracy of +/- 6 seconds.
 FE0615
 FE0615.The orthometric height was determined by differential leveling
 FE0615.and adjusted by the National Geodetic Survey in June 1991..
 FE0615
 FE0615.The geoid height was determined by GEOID03.
 FE0615
 FE0615.The dynamic height is computed by dividing the NAVD 88
 FE0615.geopotential number by the normal gravity value computed on the
 FE0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0615.degrees latitude (g = 980.6199 gals.).
 FE0615
 FE0615.The modeled gravity was interpolated from observed gravity values.
 FE0615
 FE0615;                    North         East    Units  Estimated Accuracy
 FE0615;SPC TN       -   151,650.      342,260.      MT  (+/- 180 meters Scaled)
 FE0615
 FE0615                          SUPERSEDED SURVEY CONTROL
 FE0615
 FE0615  NGVD 29 (??/??/??)  152.732  (m)          501.09   (f) ADJUSTED    2 0
 FE0615
 FE0615.Superseded values are not recommended for survey control.
 FE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0615.See file dsdata.txt to determine how the superseded data were derived.
 FE0615
 FE0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE328485(NAD 83)
 FE0615_MARKER: DR = REFERENCE MARK DISK
 FE0615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0615_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0615_STAMPING: ENGLE NO 2 1959
 FE0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0615
 FE0615  HISTORY     - Date     Condition        Report By
 FE0615  HISTORY     - 1959     MONUMENTED       CGS
 FE0615  HISTORY     - 1959     GOOD             CGS
 FE0615
 FE0615                          STATION DESCRIPTION
 FE0615
 FE0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0615'5.5 MI N FROM JACKSON.
 FE0615'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0615'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 1.85 MILES EAST ON INTESTATE
 FE0615'HIGHWAY 40.  IT IS 10.0 FEET NORTH OF THE NORTH EDGE OF A
 FE0615'CUT-ROAD, 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 33.3 FEET
 FE0615'SOUTH-SOUTHEAST OF STATION ENGLE 1959.  THE DISK IS SECURED TO THE
 FE0615'TOP OF A 2 INCH IRON PIPE PROJECTING 6 INCHES FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2498 ***********************************************************************
 FB2498  DESIGNATION -  ENGLISH RESET
 FB2498  PID         -  FB2498
 FB2498  STATE/COUNTY-  TN/COCKE
 FB2498  USGS QUAD   -  CHESTNUT HILL (1980)
 FB2498
 FB2498                         *CURRENT SURVEY CONTROL
 FB2498  ___________________________________________________________________
 FB2498* NAD 83(1995)-  35 54 04.08174(N)    083 17 52.15657(W)     ADJUSTED  
 FB2498* NAVD 88     -      1105.     (meters)    3625.     (feet)  VERTCON   
 FB2498  ___________________________________________________________________
 FB2498  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FB2498  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB2498
 FB2498  HORZ ORDER  -  FIRST
 FB2498
 FB2498.The horizontal coordinates were established by classical geodetic methods
 FB2498.and adjusted by the National Geodetic Survey in April 1999..
 FB2498
 FB2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2498
 FB2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2498
 FB2498.The geoid height was determined by GEOID03.
 FB2498
 FB2498;                    North         East     Units Scale Factor Converg.
 FB2498;SPC TN       -   177,313.275   843,898.726   MT  0.99994908   +1 34 55.1
 FB2498;SPC TN       -   581,735.30  2,768,691.07   sFT  0.99994908   +1 34 55.1
 FB2498;SPC NC       -   247,028.318   221,756.455   MT  0.99993670   -2 28 50.1
 FB2498;SPC NC       -   810,458.74    727,545.97   sFT  0.99993670   -2 28 50.1
 FB2498;UTM  17      - 3,975,421.979   292,627.137   MT  1.00012992   -1 20 52.4
 FB2498
 FB2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2498!SPC TN       -   0.99983140  x   0.99994908  =   0.99978049
 FB2498!SPC NC       -   0.99983140  x   0.99993670  =   0.99976811
 FB2498!UTM  17      -   0.99983140  x   1.00012992  =   0.99996130
 FB2498
 FB2498|---------------------------------------------------------------------|
 FB2498| PID    Reference Object                     Distance      Geod. Az  |
 FB2498|                                                           dddmmss.s |
 FB2498| DE5100 ENGLISH RM 1                          6.672 METERS 01653     |
 FB2498| DE5101 ENGLISH RM 2                          4.715 METERS 11128     |
 FB2498| DE5102 ENGLISH RM 3 AZIMUTH                               23530     |
 FB2498| DE5099 ENGLISH RM                                         24154     |
 FB2498| FB2499 ENGLISH RM 3 RESET                   16.470 METERS 24715     |
 FB2498| FB2627 MCBEE                               APPROX.26.1 KM 2834249.4 |
 FB2498|---------------------------------------------------------------------|
 FB2498
 FB2498                          SUPERSEDED SURVEY CONTROL
 FB2498
 FB2498  NAD 83(1995)-  35 54 04.08798(N)    083 17 52.16090(W) AD(       ) 1
 FB2498  NAD 83(1986)-  35 54 04.09280(N)    083 17 52.15986(W) AD(       ) 1
 FB2498  NAD 27      -  35 54 03.75800(N)    083 17 52.59000(W) AD(       ) 1
 FB2498  NGVD 29 (07/19/86) 1105.     (m)         3625.     (f) VERT ANG       
 FB2498
 FB2498.Superseded values are not recommended for survey control.
 FB2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2498.See file dsdata.txt to determine how the superseded data were derived.
 FB2498
 FB2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9262775422(NAD 83)
 FB2498_MARKER: H = DRILL HOLE
 FB2498_SETTING: 80 = SET IN A BOULDER
 FB2498_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FB2498_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2498
 FB2498  HISTORY     - Date     Condition        Report By
 FB2498  HISTORY     - 1934     MONUMENTED       CGS
 FB2498  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FB2498  HISTORY     - 1961     GOOD             CGS
 FB2498  HISTORY     - 1979     GOOD             NGS
 FB2498
 FB2498                          STATION DESCRIPTION
 FB2498
 FB2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FB2498'ABOUT 3 MILES SOUTHWEST OF CARSON SPRINGS WHICH IS 7 MILES SOUTHWEST
 FB2498'OF NEWPORT, ON WESTERN BOUNDARY LINE OF COCKE COUNTY, AND ON
 FB2498'HIGHEST PART OF KNOB OF ENGLISH MOUNTAIN RANGE, KNOWN AS PINNACLE. TO
 FB2498'REACH FROM CARSON SPRINGS, FOLLOW WELL-KNOWN FIRE-TOWER
 FB2498'TRAIL 4.6 MILES TO SUMMIT AND FIRE TOWER OF STATE FORESTRY SERVICE.
 FB2498'STATION IS 30 FEET NORTH OF NORTH LEG OF FIRE TOWER AND 200
 FB2498'FEET NORTHWEST OF FIRE WARDENS CABIN. MARK IS DRILL HOLE AT
 FB2498'INTERSECTION OF NORTH-AND-SOUTH AND EAST-AND-WEST GROOVES WITH
 FB2498'LETTERS U. S. C. S. CUT IN ROCK IN SITU. REFERENCE MARKS WERE DRILL
 FB2498'HOLES 1-1/2 INCHES DEEP, WITH ARROWS WHICH POINT TOWARD STATION, IN
 FB2498'ROCKS IN SITU ON HIGHEST PART OF HILL.  NO. 1 WAS 22 FEET 1-1/2
 FB2498'FROM STATION. NO. 2 WAS 15 FEET 5 INCHES FROM STATION.
 FB2498'NO. 3 WAS 13 FEET 11 INCHES FROM
 FB2498'STATION. IN 1930 STANDARD DISKS WERE SET IN STATION MARK AND IN
 FB2498'REFERENCE MARKS NOS. 1 AND 2. NO. 1 IS 6.67 METERS (21.9 FEET) FROM
 FB2498'STATION.  NO. 2 IS 4.70 METERS (15.4 FEET)
 FB2498'FROM STATION. IN 1933 STATION WAS RECOVERED, WITH DISKS GONE FROM
 FB2498'STATION MARK AND FROM REFERENCE MARK 1. MISSING DISKS WERE REPLACED
 FB2498'AND TIES TO REFERENCE MARKS NOS. 1 AND 2 WERE REMEASURED, BEARING
 FB2498'FROM STATION TO REFERENCE MARK NO. 1 BEING S 16 DEG 54 MIN W, AND TO
 FB2498'NO. 2, N 68 DEG 42 MIN W.  IN 1934 AZIMUTH MARK WAS ESTABLISHED BY
 FB2498'SETTING STANDARD REFERENCE DISK IN FLAT ROCK OUTCROP, AT
 FB2498'BASE OF 6-INCH OAK TREE, 18 FEET NORTH OF TRAIL TO SUMMIT, AND 140
 FB2498'YARDS FROM STATION S 55 DEG 30 MIN W.
 FB2498
 FB2498                          STATION RECOVERY (1961)
 FB2498
 FB2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2498'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 FB2498'REFERENCE MARK NO. 3 (AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD
 FB2498'CONDITION. THIS PARTY ESTABLISHED REFERENCE MARK NO. 4. FOLLOWING IS
 FB2498'A NEW AND COMPLETE DESCRIPTION.
 FB2498'
 FB2498'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF NEWPORT, 3 MILES
 FB2498'SOUTHWEST OF CARSON SPRINGS AND ON HIGHEST PART OF
 FB2498'MOUNTAIN NEAR THE LOOKOUT TOWER.
 FB2498'
 FB2498'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 411 AND 70
 FB2498'WHICH IS ABOUT 5 MILES WEST OF NEWPORT, GO EAST ON U.S.
 FB2498'HIGHWAY 70 FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 FB2498'GO 0.3 MILE TO AN OVERPASS AT INTERSTATE HIGHWAY, CONTINUE
 FB2498'SOUTHERLY FOR 3.35 MILES TO A LOCKED GATE, PASS THROUGH GATE AND GO
 FB2498'0.35 MILE TO ANOTHER LOCKED GATE, PASS THROUGH GATE AND
 FB2498'FOLLOW MOUNTAIN ROAD 4.4 MILES TO THE LOOKOUT TOWER AND THE STATION.
 FB2498'
 FB2498'THE STATION MARK IS A STANDARD DISK, STAMPED ENGLISH 1891 1930 1933
 FB2498'1934, CEMENTED IN A DRILLED HOLE IN A BOULDER.  IT IS 43.8 FEET
 FB2498'NORTHEAST OF THE NORTHEAST LEG OF LOOKOUT TOWER, 10 FEET NORTH OF AN
 FB2498'8-INCH TRIANGULAR BLAZED TREE AND 1.7 FEET SOUTH OF A WITNESS
 FB2498'SIGN.
 FB2498'
 FB2498'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED ENGLISH NO 1 1891
 FB2498'1930 1933, CENENTED IN A DRILLED HOLE IN A BOULDER.  IT IS 20.3 FEET
 FB2498'NORTH OF A WITNESS SIGN.
 FB2498'
 FB2498'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED ENGLISH NO 2 1891
 FB2498'1930 1933, CEMENTED IN A DRILLED HOLE IN A BOULDER.  IT IS 20 FEET
 FB2498'EAST OF AN 8-INCH TRIANGULAR BLAZED TREE AND 15.2 FEET SOUTHEAST OF A
 FB2498'WITNESS SIGN.
 FB2498'
 FB2498'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED ENGLISH AZI NO 3
 FB2498'1934, CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK. IT IS
 FB2498'21 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 1.6 FEET SOUTH OF
 FB2498'A WITNESS SIGN AND 1 FOOT SOUTHEAST OF A 12-INCH TREE.
 FB2498'
 FB2498'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED ENGLISH NO 4 1891
 FB2498'1930 1933 1934, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FB2498'5 INCHES. IT IS SET UNDER THE CENTER OF THE LOOKOUT TOWER AND ABOUT 4
 FB2498'FEET LOWER THAN THE STATION.
 FB2498'
 FB2498'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FB2498
 FB2498                          STATION RECOVERY (1979)
 FB2498
 FB2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FB2498'THE STATION MARK, REFERENCE MARK 2 WERE FOUND AS DESCRIBED AND IN
 FB2498'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND BUT THOUGHT TO BE
 FB2498'OK.  A NEST OF YELLOW JACKETS WERE AT THE STATION SITE AND RM 1 COULD
 FB2498'NOT BE SEARCHED FOR NOR THE STATION OCCUPIED.  THE 1961 DESCRIPTION
 FB2498'WAS FOUND TO HAVE SEVERAL ERRORS AS FOLLOWS.  REFERENCE MARK 4 WAS
 FB2498'LISTED AS BEING UNDER THE CENTER OF THE TOWER.  THE MARK UNDER THE
 FB2498'CENTER OF THE TOWER WAS FOUND STAMPED NO 3.  REFERENCE MARK 3 WAS
 FB2498'FOUND TO BE THE AZIMUTH MARK NO 3.  THE BEARING AND DISTANCE TO RM 4
 FB2498'SHOULD BE CHANGED ON ALL DATA TO RM 3.  THE DESCRIPTION IS GOOD WITH
 FB2498'THE ABOVE CHANGES AND THE FOLLOWING TO REACH.
 FB2498'
 FB2498'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FB2498'U.S. HIGHWAY 411 AT NEWPORT GO WESTERLY ON HIGHWAY 411 FOR 0.15 MILE
 FB2498'TO A ROAD LEFT.  TURN LEFT ON THE PAVED ROAD AND GO FOR 0.55 MILE TO
 FB2498'A PAVED T ROAD.  TURN RIGHT ON PAVED ROAD AND GO FOR 3.0 MILES TO A
 FB2498'GATE.  PASS THROUGH THE GATE AND CONTINUE UPHILL FOR 0.15 MILE TO THE
 FB2498'OFFICE OF THE CAMP CARSON BAPTIST ASSEMBLY AND KEY TO GATES.  CONTINUE
 FB2498'UPHILL ON GRAVELED ROAD FOR 0.15 MILE TO A GATE.  PASS THROUGH THE
 FB2498'GATE AND CONTINUE UPHILL ON GRAVEL ROAD FOR 4.05 MILE TO THE TOP OF
 FB2498'THE MOUNTAIN AND THE STATION BY THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2499 ***********************************************************************
 FB2499  DESIGNATION -  ENGLISH RM 3 RESET
 FB2499  PID         -  FB2499
 FB2499  STATE/COUNTY-  TN/COCKE
 FB2499  USGS QUAD   -  CHESTNUT HILL (1980)
 FB2499
 FB2499                         *CURRENT SURVEY CONTROL
 FB2499  ___________________________________________________________________
 FB2499* NAD 83(1995)-  35 54 03.87508(N)    083 17 52.76227(W)     ADJUSTED  
 FB2499* NAVD 88     -      1104.8    (meters)    3625.     (feet)  VERTCON   
 FB2499  ___________________________________________________________________
 FB2499  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FB2499  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB2499
 FB2499  HORZ ORDER  -  SECOND
 FB2499
 FB2499.The horizontal coordinates were established by classical geodetic methods
 FB2499.and adjusted by the National Geodetic Survey in April 1999..
 FB2499
 FB2499.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2499
 FB2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2499
 FB2499.The geoid height was determined by GEOID03.
 FB2499
 FB2499;                    North         East     Units Scale Factor Converg.
 FB2499;SPC TN       -   177,306.489   843,883.720   MT  0.99994908   +1 34 54.7
 FB2499;SPC TN       -   581,713.04  2,768,641.84   sFT  0.99994908   +1 34 54.7
 FB2499;SPC NC       -   247,022.612   221,741.005   MT  0.99993669   -2 28 50.4
 FB2499;SPC NC       -   810,440.02    727,495.28   sFT  0.99993669   -2 28 50.4
 FB2499;UTM  17      - 3,975,415.968   292,611.800   MT  1.00013000   -1 20 52.8
 FB2499
 FB2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2499!SPC TN       -   0.99983142  x   0.99994908  =   0.99978051
 FB2499!SPC NC       -   0.99983142  x   0.99993669  =   0.99976812
 FB2499!UTM  17      -   0.99983142  x   1.00013000  =   0.99996139
 FB2499
 FB2499                          SUPERSEDED SURVEY CONTROL
 FB2499
 FB2499  NAD 83(1995)-  35 54 03.88132(N)    083 17 52.76661(W) AD(       ) 2
 FB2499  NAD 83(1986)-  35 54 03.88614(N)    083 17 52.76557(W) AD(       ) 2
 FB2499  NAD 27      -  35 54 03.55180(N)    083 17 53.19640(W) AD(       ) 2
 FB2499  NGVD 29 (07/19/86) 1104.9    (m)         3625.     (f) VERT ANG       
 FB2499
 FB2499.Superseded values are not recommended for survey control.
 FB2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2499.See file dsdata.txt to determine how the superseded data were derived.
 FB2499
 FB2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9261275416(NAD 83)
 FB2499
 FB2499  HISTORY     - Date     Condition        Report By
 FB2499  HISTORY     - 1961     FIRST OBSERVED   CGS
 FB2499
 FB2499                          STATION DESCRIPTION
 FB2499
 FB2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2499'THIS STATION IS A 4 LEGGED STEEL STRUCTURE WITH A GLASS INCLOSED CAB,
 FB2499'GREY IN COLOR AND ABOUT 60 FEET OVER ALL.  A REFERENCE MARK
 FB2499'PLACED AT THE INTERSECTION OF THE DIAGONALS AND MEASURED BY TAPE. SEE
 FB2499'DESCRIPTION OF ENGLISH 1891-1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9668 ***********************************************************************
 DE9668  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9668  DESIGNATION -  ENSLEY
 DE9668  PID         -  DE9668
 DE9668  STATE/COUNTY-  TN/SHELBY
 DE9668  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 DE9668
 DE9668                         *CURRENT SURVEY CONTROL
 DE9668  ___________________________________________________________________
 DE9668* NAD 83(1995)-  35 04 20.68741(N)    090 07 25.94207(W)     ADJUSTED  
 DE9668* NAVD 88     -        72.11   (meters)     236.6    (feet)  GPS OBS   
 DE9668  ___________________________________________________________________
 DE9668  X           -     -11,298.220 (meters)                     COMP
 DE9668  Y           -  -5,225,839.264 (meters)                     COMP
 DE9668  Z           -   3,644,470.495 (meters)                     COMP
 DE9668  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DE9668  ELLIP HEIGHT-          44.82  (meters)          (01/24/03) GPS OBS
 DE9668  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DE9668
 DE9668  HORZ ORDER  -  FIRST
 DE9668  ELLP ORDER  -  SECOND    CLASS II
 DE9668
 DE9668.The horizontal coordinates were established by GPS observations
 DE9668.and adjusted by the National Geodetic Survey in January 2003..
 DE9668
 DE9668.The orthometric height was determined by GPS observations and a
 DE9668.high-resolution geoid model using precise GPS observation and
 DE9668.processing techniques.
 DE9668
 DE9668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9668
 DE9668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9668
 DE9668.The ellipsoidal height was determined by GPS observations
 DE9668.and is referenced to NAD 83.
 DE9668
 DE9668.The geoid height was determined by GEOID03.
 DE9668
 DE9668;                    North         East     Units Scale Factor Converg.
 DE9668;SPC TN       -    89,925.700   223,968.880   MT  1.00003608   -2 24 51.4
 DE9668;SPC TN       -   295,031.23    734,804.57   sFT  1.00003608   -2 24 51.4
 DE9668;UTM  15      - 3,884,857.649   762,257.656   MT  1.00044775   +1 39 13.0
 DE9668
 DE9668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9668!SPC TN       -   0.99999296  x   1.00003608  =   1.00002904
 DE9668!UTM  15      -   0.99999296  x   1.00044775  =   1.00044071
 DE9668
 DE9668                          SUPERSEDED SURVEY CONTROL
 DE9668
 DE9668.No superseded survey control is available for this station.
 DE9668
 DE9668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6225884858(NAD 83)
 DE9668_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9668_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 DE9668_STAMPING: ENSLEY.3.3D.88
 DE9668_MARK LOGO: USACE 
 DE9668_PROJECTION: FLUSH
 DE9668_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9668+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 DE9668_ROD/PIPE-DEPTH: 22.9 meters
 DE9668_SLEEVE-DEPTH  :  0.2 meters
 DE9668
 DE9668  HISTORY     - Date     Condition        Report By
 DE9668  HISTORY     - 1988     MONUMENTED       USACE
 DE9668  HISTORY     - 20011014 GOOD             3001
 DE9668
 DE9668                          STATION DESCRIPTION
 DE9668
 DE9668'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9668'THE STATION IS LOCATED AT THE ENSLEY ENGINEER YARD, IN SOUTHWEST
 DE9668'MEMPHIS, 8.17 MILES
 DE9668'WEST OF MEMPHIS INTL AIRPORT.  6.55 MILES SOUTHWEST OF MEMPHIS.  6.3
 DE9668'MILES SOUTHEAST OF
 DE9668'WEST MEMPHIS, AR.
 DE9668' 
 DE9668'OWNERSHIP-  U.S.C.O.E.
 DE9668' 
 DE9668'TO REACH THE STATION FROM THE INTERSECTION OF I-55 EXIT 9 AND
 DE9668'RIVERPORT ROAD, PROCEED
 DE9668'SOUTH ON RIVERPORT ROAD 3.1 MILES TO GATE TO ENSLEY ENGINEERS YARD,
 DE9668'PROCEED THROUGH
 DE9668'GATE, NORTH, 0.1 MILES TO ADMINISTRATION OFFICE, GO LEFT AT
 DE9668'ADMINISTRATION OFFICE 0.2 MILES
 DE9668'TO START OF LEVEE.  PROCEED ON LEVEE 110 FEET TO MARK.
 DE9668' 
 DE9668'THE STATION IS AT THE ENSLEY ENGINEER YARD, 10 FEET NORTH OF LEVEE BL
 DE9668'STA 1/31+23 ON
 DE9668'RIVERSIDE CROWN OF LEVEE, 110 FEET WEST OF ROAD TO STRING OUT AND
 DE9668'WHERE LEVEE STARTS.
 DE9668'14 FEET NORTH OF CENTERLINE OF GRAVEL ROAD ON TOP OF LEVEE.  3 FEET
 DE9668'SOUTH OF WITNESS
 DE9668'POST.  MARK IS A 2ND ORDER BM, A 3D MONUMENT DRIVEN 75 FEET WITH AN
 DE9668'ALUMINUM CAP AND
 DE9668'ACCESS COVER.  MARK IS STAMPED ENSLEY 3.3D.88.
 DE9668' 
 DE9668'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2428 ***********************************************************************
 GB2428  DESIGNATION -  ENSOR
 GB2428  PID         -  GB2428
 GB2428  STATE/COUNTY-  TN/PUTNAM
 GB2428  USGS QUAD   -  BAXTER (1981)
 GB2428
 GB2428                         *CURRENT SURVEY CONTROL
 GB2428  ___________________________________________________________________
 GB2428* NAD 83(1995)-  36 09 58.37501(N)    085 39 08.97037(W)     ADJUSTED  
 GB2428* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 GB2428  ___________________________________________________________________
 GB2428  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GB2428  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GB2428
 GB2428  HORZ ORDER  -  SECOND
 GB2428
 GB2428.The horizontal coordinates were established by classical geodetic methods
 GB2428.and adjusted by the National Geodetic Survey in April 1999..
 GB2428
 GB2428.The orthometric height was scaled from a topographic map.
 GB2428
 GB2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2428
 GB2428.The geoid height was determined by GEOID03.
 GB2428
 GB2428;                    North         East     Units Scale Factor Converg.
 GB2428;SPC TN       -   203,413.518   631,265.586   MT  0.99996515   +0 12 12.4
 GB2428;SPC TN       -   667,365.85  2,071,077.18   sFT  0.99996515   +0 12 12.4
 GB2428;UTM  16      - 4,003,225.538   621,195.772   MT  0.99978098   +0 47 43.1
 GB2428
 GB2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2428!SPC TN       -   0.99995303  x   0.99996515  =   0.99991818
 GB2428!UTM  16      -   0.99995303  x   0.99978098  =   0.99973402
 GB2428
 GB2428:                Primary Azimuth Mark                     Grid Az
 GB2428:SPC TN       -  BAXTER MUNICIPAL TANK                    126 48 59.0
 GB2428:UTM  16      -  BAXTER MUNICIPAL TANK                    126 13 28.3
 GB2428
 GB2428|---------------------------------------------------------------------|
 GB2428| PID    Reference Object                     Distance      Geod. Az  |
 GB2428|                                                           dddmmss.s |
 GB2428| GB2427 BAXTER MUNICIPAL TANK               APPROX. 1.6 KM 1270111.4 |
 GB2428| CG5754 ENSOR RM 1                           30.510 METERS 21405     |
 GB2428| CG5753 ENSOR AZ MK                                        2904031.9 |
 GB2428| GB2429 3633                                  8.720 METERS 31950     |
 GB2428|---------------------------------------------------------------------|
 GB2428
 GB2428                          SUPERSEDED SURVEY CONTROL
 GB2428
 GB2428  NAD 83(1995)-  36 09 58.37703(N)    085 39 08.97315(W) AD(       ) 2
 GB2428  NAD 83(1995)-  36 09 58.37890(N)    085 39 08.97308(W) AD(       ) 2
 GB2428  NAD 83(1986)-  36 09 58.38732(N)    085 39 08.97163(W) AD(       ) 2
 GB2428  NAD 27      -  36 09 58.16700(N)    085 39 09.04900(W) AD(       ) 2
 GB2428
 GB2428.Superseded values are not recommended for survey control.
 GB2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2428.See file dsdata.txt to determine how the superseded data were derived.
 GB2428
 GB2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2119603226(NAD 83)
 GB2428_MARKER: DS = TRIANGULATION STATION DISK
 GB2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2428
 GB2428  HISTORY     - Date     Condition        Report By
 GB2428  HISTORY     - 1949     MONUMENTED       CGS
 GB2428
 GB2428                          STATION DESCRIPTION
 GB2428
 GB2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2428'STATION IS LOCATED ABOUT 9 MILES WEST OF COOKEVILLE AND 1 MILE
 GB2428'NORTHWEST OF BAXTER. IT IS 87 FEET NORTHEAST OF THE SOUTHEAST
 GB2428'CORNER OF A FRAME HOUSE, 70 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GB2428'NO. 70N AND 42 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS
 GB2428'FLUSH AND THE DISK IS STAMPED ENSOR 1949.
 GB2428'
 GB2428'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF THE NORTHEAST CORNER OF A
 GB2428'GARAGE. THE MARK IS FLUSH AND THE DISK IS STAMPED ENSOR NO. 1
 GB2428'1949.
 GB2428'
 GB2428'NO. 3633 (TENN.GEOD.S.) WAS USED AS A REFERENCE MARK. IT IS 64 FEET
 GB2428'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 48 FEET SOUTHWEST OF
 GB2428'THE CENTER OF U.S. HIGHWAY NO. 70N AND 25 FEET SOUTHWEST OF A WHITE
 GB2428'WITNESS POST. THE MARK IS A 6X6 INCH CONCRETE POST SET FLUSH WITH
 GB2428'THE GROUND WITH A BRONZE USC AND GS AND SS DISK ATOP STAMPED 3633.
 GB2428'
 GB2428'AZIMUTH MARK IS 71 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 GB2428'HOUSE, 26 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 70N, 11
 GB2428'FEET SOUTHEAST OF A TELEPHONE POLE AND 3 FEET SOUTHEAST OF A WHITE
 GB2428'WITNESS POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GB2428'ENSOR 1949.
 GB2428'
 GB2428'TO REACH THE STATION FROM THE PUTNAM COUNTY COURT HOUSE IN
 GB2428'COOKEVILLE, GO WEST ON U.S. HIGHWAY NO. 70N FOR 9.15 MILES TO THE
 GB2428'STATION ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.3 MILES TO THE
 GB2428'AZIMUTH MARK ON THE LEFT.
 GB2428'
 GB2428'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2578 ***********************************************************************
 GC2578  DESIGNATION -  ERIN
 GC2578  PID         -  GC2578
 GC2578  STATE/COUNTY-  TN/HOUSTON
 GC2578  USGS QUAD   -  ERIN (1981)
 GC2578
 GC2578                         *CURRENT SURVEY CONTROL
 GC2578  ___________________________________________________________________
 GC2578* NAD 83(1995)-  36 19 11.89035(N)    087 42 09.51047(W)     ADJUSTED  
 GC2578* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2578  ___________________________________________________________________
 GC2578  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2578  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC2578
 GC2578  HORZ ORDER  -  THIRD
 GC2578
 GC2578.The horizontal coordinates were established by classical geodetic methods
 GC2578.and adjusted by the National Geodetic Survey in April 1999..
 GC2578
 GC2578.The orthometric height was scaled from a topographic map.
 GC2578
 GC2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2578
 GC2578.The geoid height was determined by GEOID03.
 GC2578
 GC2578;                    North         East     Units Scale Factor Converg.
 GC2578;SPC TN       -   221,748.600   447,116.191   MT  0.99998428   -0 59 48.5
 GC2578;SPC TN       -   727,520.20  1,466,913.70   sFT  0.99998428   -0 59 48.5
 GC2578;UTM  16      - 4,019,667.769   436,928.894   MT  0.99964901   -0 24 58.3
 GC2578
 GC2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2578!SPC TN       -   0.99997443  x   0.99998428  =   0.99995871
 GC2578!UTM  16      -   0.99997443  x   0.99964901  =   0.99962345
 GC2578
 GC2578:                Primary Azimuth Mark                     Grid Az
 GC2578:SPC TN       -  ERIN AZ MK                               092 46 35.7
 GC2578:UTM  16      -  ERIN AZ MK                               092 11 45.5
 GC2578
 GC2578|---------------------------------------------------------------------|
 GC2578| PID    Reference Object                     Distance      Geod. Az  |
 GC2578|                                                           dddmmss.s |
 GC2578| CG5758 ERIN AZ MK                                         0914647.2 |
 GC2578| GC2582 WAVERLY RADIO STA KID 283 MAST      APPROX. 9.8 KM 1355748.3 |
 GC2578| CG5759 ERIN RM 1                            12.567 METERS 17446     |
 GC2578| CG5760 ERIN RM 2                            12.506 METERS 30433     |
 GC2578|---------------------------------------------------------------------|
 GC2578
 GC2578                          SUPERSEDED SURVEY CONTROL
 GC2578
 GC2578  NAD 83(1995)-  36 19 11.89185(N)    087 42 09.51275(W) AD(       ) 3
 GC2578  NAD 83(1995)-  36 19 11.89396(N)    087 42 09.51538(W) AD(       ) 3
 GC2578  NAD 83(1986)-  36 19 11.89960(N)    087 42 09.51276(W) AD(       ) 3
 GC2578  NAD 27      -  36 19 11.70000(N)    087 42 09.44300(W) AD(       ) 3
 GC2578
 GC2578.Superseded values are not recommended for survey control.
 GC2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2578.See file dsdata.txt to determine how the superseded data were derived.
 GC2578
 GC2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3692919668(NAD 83)
 GC2578_MARKER: DS = TRIANGULATION STATION DISK
 GC2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2578
 GC2578  HISTORY     - Date     Condition        Report By
 GC2578  HISTORY     - 1953     MONUMENTED       CGS
 GC2578
 GC2578                          STATION DESCRIPTION
 GC2578
 GC2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2578'STATION IS LOCATED IN THE NORTH SECTION OF ERIN, 0.1 MILE NORTH OF
 GC2578'THE ERIN HIGH SCHOOL AND ON PROPERTY OWNED BY MR.  JORDON SCOTT.
 GC2578'IT IS 80 FEET NORTHEAST OF THE INTERSECTION OF A GRAVEL FORK 75 FEET
 GC2578'SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 18 FEET NORTHWEST OF THE
 GC2578'CENTER OF A GRAVEL ROAD AND 6 FEET EAST OF A WHITE WITNESS POST.  THE
 GC2578'MARK IS FLUSH AND THE DISK IS STAMPED ERIN 1953.
 GC2578'
 GC2578'REFERENCE MARK NO. 1 IS 16 FEET SOUTHEAST OF THE CENTER OF THE ROAD,
 GC2578'7 FEET EAST OF A 16 INCH OAK TREE AND 2 FEET WEST OF A FENCE LINE.
 GC2578'THE MARK IS FLUSH AND THE DISK IS STAMPED ERIN NO 1 1953.
 GC2578'
 GC2578'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 GC2578'AND 9 FEET SOUTH OF A 24 INCH OAK TREE.  THE MARK IS FLUSH AND THE
 GC2578'DISK IS STAMPED ERIN NO 2 1953.
 GC2578'
 GC2578'AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 GC2578'SOUTH OF A 16 INCH OAK TREE AND 3 FEET NORTHWEST OF A WHITE
 GC2578'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2578'ERIN 1953.
 GC2578'
 GC2578'TO REACH THE STATION FROM THE WEST SIDE OF THE HOUSTON COUNTY
 GC2578'COURTHOUSE IN ERIN, GO WEST ON STATE HIGHWAY 49 FOR 0.5 MILE TO
 GC2578'THE INTERSECTION OF COLLEGE DRIVE, TURN RIGHT AND GO NORTH UP A STEEP
 GC2578'HILL FOR 0.3 MILE TO THE REAR OF THE HIGH SCHOOL AND A GRAVEL FORK
 GC2578'AND THE STATION AS DESCRIBED.  TAKE RIGHT FORK AND GO 0.15 MILE TO
 GC2578'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2578'
 GC2578'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0672 ***********************************************************************
 GB0672  DESIGNATION -  ERWIN
 GB0672  PID         -  GB0672
 GB0672  STATE/COUNTY-  TN/KNOX
 GB0672  USGS QUAD   -  POWELL (1976)
 GB0672
 GB0672                         *CURRENT SURVEY CONTROL
 GB0672  ___________________________________________________________________
 GB0672* NAD 83(1995)-  36 01 56.27872(N)    084 00 01.04756(W)     ADJUSTED  
 GB0672* NAVD 88     -       367.033  (meters)    1204.17   (feet)  ADJUSTED  
 GB0672  ___________________________________________________________________
 GB0672  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GB0672  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0672  DYNAMIC HT  -         366.690 (meters)    1203.05  (feet)  COMP
 GB0672  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 GB0672
 GB0672  HORZ ORDER  -  SECOND
 GB0672  VERT ORDER  -  SECOND    CLASS 0
 GB0672
 GB0672.The horizontal coordinates were established by classical geodetic methods
 GB0672.and adjusted by the National Geodetic Survey in April 1999..
 GB0672
 GB0672.The orthometric height was determined by differential leveling
 GB0672.and adjusted by the National Geodetic Survey in June 1991..
 GB0672
 GB0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0672
 GB0672.The geoid height was determined by GEOID03.
 GB0672
 GB0672.The dynamic height is computed by dividing the NAVD 88
 GB0672.geopotential number by the normal gravity value computed on the
 GB0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0672.degrees latitude (g = 980.6199 gals.).
 GB0672
 GB0672.The modeled gravity was interpolated from observed gravity values.
 GB0672
 GB0672;                    North         East     Units Scale Factor Converg.
 GB0672;SPC TN       -   190,340.345   780,206.823   MT  0.99995437   +1 10 14.6
 GB0672;SPC TN       -   624,474.95  2,559,728.55   sFT  0.99995437   +1 10 14.6
 GB0672;UTM  16      - 3,991,695.193   770,284.695   MT  1.00050025   +1 45 56.2
 GB0672;UTM  17      - 3,991,696.810   229,662.852   MT  1.00050060   -1 45 57.5
 GB0672
 GB0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0672!SPC TN       -   0.99994722  x   0.99995437  =   0.99990159
 GB0672!UTM  16      -   0.99994722  x   1.00050025  =   1.00044744
 GB0672!UTM  17      -   0.99994722  x   1.00050060  =   1.00044779
 GB0672
 GB0672|---------------------------------------------------------------------|
 GB0672| PID    Reference Object                     Distance      Geod. Az  |
 GB0672|                                                           dddmmss.s |
 GB0672| GB0670 ERWIN RM 1                            6.862 METERS 04657     |
 GB0672| DB9283 ERWIN AZ MK                                        3082319.3 |
 GB0672| GB0671 ERWIN RM 2                            6.596 METERS 32208     |
 GB0672| GB0678 VENTIS                              APPROX. 4.9 KM 3363324.7 |
 GB0672|---------------------------------------------------------------------|
 GB0672
 GB0672                          SUPERSEDED SURVEY CONTROL
 GB0672
 GB0672  NAD 83(1995)-  36 01 56.28561(N)    084 00 01.04622(W) AD(       ) 2
 GB0672  NAD 83(1995)-  36 01 56.28576(N)    084 00 01.04645(W) AD(       ) 2
 GB0672  NAD 83(1986)-  36 01 56.29184(N)    084 00 01.04446(W) AD(       ) 2
 GB0672  NAD 27      -  36 01 55.99910(N)    084 00 01.36800(W) AD(       ) 2
 GB0672  NGVD 29 (??/??/92)  367.146  (m)         1204.54   (f) ADJ UNCH    2 0
 GB0672
 GB0672.Superseded values are not recommended for survey control.
 GB0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0672.See file dsdata.txt to determine how the superseded data were derived.
 GB0672
 GB0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE7028591695(NAD 83)
 GB0672_MARKER: DS = TRIANGULATION STATION DISK
 GB0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0672_SP_SET: UNSPECIFIED
 GB0672_STAMPING: ERWIN NO 2 1961
 GB0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0672+STABILITY: SURFACE MOTION
 GB0672
 GB0672  HISTORY     - Date     Condition        Report By
 GB0672  HISTORY     - 1961     MONUMENTED       CGS
 GB0672  HISTORY     - 1961     GOOD             CGS
 GB0672  HISTORY     - 1980     GOOD             NGS
 GB0672  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB0672
 GB0672                          STATION DESCRIPTION
 GB0672
 GB0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0672'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF THE CITY LIMITS
 GB0672'OF KNOXVILLE AND
 GB0672'ABOUT 2 FEET BELOW THE HIGHEST POINT OF A EAST-WEST RIDGE.
 GB0672'
 GB0672'TO REACH THE STATION FROM THE POST OFFICE IN POWELL, GO EAST ON EMORY
 GB0672'ROAD FOR 1.35 MILES TO A
 GB0672'CROSS ROAD, TURN RIGHT, SOUTH, ON HEISKELL ROAD FOR
 GB0672'0.5 MILE TO A T ROAD RIGHT,
 GB0672'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A
 GB0672'SIDE ROAD RIGHT JUST AFTER PASSING UNDER A
 GB0672'RAILROAD UNDERPASS, TURN
 GB0672'SHARP RIGHT, NORTHWEST, FOR 0.45 MILE TO A WOODS ROAD LEFT,
 GB0672'TURN LEFT,
 GB0672'SOUTH, FOR 0.2 MILE TO A T ROAD, TURN LEFT, EAST FOR 0.1 MILE
 GB0672'TO A FORK.  FROM HERE
 GB0672'PACK OUT RIDGE, EAST, ABOUT 100 YARDS TO THE STATION.
 GB0672'
 GB0672'STATION MARK IS 29 FEET WEST OF A 10-INCH TRIANGLE BLAZED PINE TREE,
 GB0672'16 FEET SOUTH OF A 6-INCH
 GB0672'TRIANGLE BLAZED PINE TREE, 12 FEET NORTH OF A WIRE
 GB0672'FENCE AND 2.6 FEET SOUTH OF A
 GB0672'WITNESS SIGN.  THE MARK IS A STANDARD
 GB0672'DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 GB0672'STAMPED ERWIN 1961.
 GB0672'
 GB0672'REFERENCE MARK NO. 1 IS 9 FEET NORTHWEST OF A TRIANGLE BLAZED PINE
 GB0672'TREE , 3 FEET EAST OF A
 GB0672'6-INCH TRIANGLE BLAZED PINE TREE AND ABOUT 1.5 FEET
 GB0672'BELOW THE STATION.  THE MARK IS A
 GB0672'STANDARD DISK SET IN A CONCRETE
 GB0672'POST, SET FLUSH, AND IS STAMPED ERWIN NO 1 1961.
 GB0672'
 GB0672'REFERENCE MARK NO. 2 IS 8 FEET NORTHEAST OF A 6-INCH PINE TREE AND
 GB0672'ABOUT 2.5 FEET BELOW THE
 GB0672'STATION.  THE MARK IS A STANDARD DISK SET IN A
 GB0672'CONCRETE POST, SET FLUSH, AND IS
 GB0672'STAMPED ERWIN NO 2 1961.
 GB0672'
 GB0672'AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF BEAVER CREEK DRIVE,
 GB0672'2.2 FEET EAST OF A
 GB0672'WITNESS SIGN AND 2 FEET SOUTHWEST OF A CORNER POST.  THE
 GB0672'MARK IS A STANDARD DISK SET
 GB0672'IN A CONCRETE POST, SET FLUSH, AND IS
 GB0672'STAMPED ERWIN 1961.
 GB0672'
 GB0672'TO REACH THE AZIMUTH MARK FROM THE T ROAD RIGHT, GO WEST ON BEAVER
 GB0672'CREEK DRIVE FOR 0.2 MILE TO
 GB0672'THE MARK ON THE LEFT.
 GB0672'
 GB0672'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 GB0672
 GB0672                          STATION RECOVERY (1961)
 GB0672
 GB0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0672'3.6 MI NW FROM INSKIP.
 GB0672'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE
 GB0672'IN INSKIP, GO 2.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE TO A
 GB0672'RAILROAD OVERPASS, THENCE GO 0.45 MILES WESTERLY ON A GRAVELED
 GB0672'ROAD TO A TRACK ROAD LEADING SOUTHERLY UP THE SIDE OF A STEEP
 GB0672'HILL, FOLLOW THE TRACK ROAD FOR 0.3 MILE UP THE HILL TO A FORK,
 GB0672'CONTINUE STRAIGHT AHEAD THROUGH THE WOODS FOR ABOUT 100 YARDS.
 GB0672'THE STATION MARK IS 29 FT. WEST OF A 10-INCH TRIANGLE BLAZED
 GB0672'TREE, 16 FT. SOUTH OF A 6-INCH TRIANGLE BLAZED PINE TREE, 12 FT.
 GB0672'NORTH OF A WIRE FENCE AND 2.6 FT. SOUTH OF A WITNESS SIGN.  THE
 GB0672'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GB0672
 GB0672                          STATION RECOVERY (1980)
 GB0672
 GB0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0672'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 GB0672'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND THOUGHT
 GB0672'DESTROYED BY GRADING.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 GB0672'OBSTRUCTED BY GROWTH.  REFERENCE MARK 3 WAS SET.  THE DISTANCE TO
 GB0672'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS.
 GB0672'
 GB0672'THE STATION MARK IS ABOUT 3.5 MILES NORTHWEST OF THE KNOXVILLE CITY
 GB0672'LIMITS, ON THE PROPERTY OF MR. H.F. GILMORE, ROUTE NO, ERWIN, TENN,
 GB0672'ABOUT 2 FEET BELOW THE HIGHEST POINT AND ON THE NORTHEAST END OF AN
 GB0672'EAST-WEST RIDGE, 12 FEET NORTHWEST OF THE WEST RIGHT-OF-WAY FENCE OF
 GB0672'INTERSTATE HIGHWAY 75, 1 FOOT NORTH OF A METAL WITNESS POST AND 3
 GB0672'FEET NORTHWEST OF A 10 INCH BLACK OAK TREE.  THE MONUMENT IS FLUSH
 GB0672'AND THE DISK IS STAMPED---ERWIN 1961---.
 GB0672'
 GB0672'REFERENCE MARK 2 IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 20 FEET
 GB0672'NORTHEAST OF A 30 INCH OAK TREE AND 29 FEET NORTHWEST OF THE
 GB0672'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---ERWIN NO 2
 GB0672'1961---
 GB0672'
 GB0672'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 GB0672'STAMPED---ERWIN 1961 NO 3 1980---PROJECTING 4 INCHES, 1 FOOT
 GB0672'NORTHWEST OF THE FENCE AND 6 FEET SOUTH OF A 14 INCH OAK TREE.
 GB0672'
 GB0672'THE AZIMUTH MARK AND TO REACH ARE GOOD.
 GB0672
 GB0672                          STATION RECOVERY (1980)
 GB0672
 GB0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0378 ***********************************************************************
 GA0378  DESIGNATION -  ERWIN MAGNETIC STA
 GA0378  PID         -  GA0378
 GA0378  STATE/COUNTY-  TN/UNICOI
 GA0378  USGS QUAD   -  ERWIN (1971)
 GA0378
 GA0378                         *CURRENT SURVEY CONTROL
 GA0378  ___________________________________________________________________
 GA0378* NAD 83(1986)-  36 08 23.     (N)    082 24 45.     (W)     SCALED    
 GA0378* NAVD 88     -       522.816  (meters)    1715.27   (feet)  ADJUSTED  
 GA0378  ___________________________________________________________________
 GA0378  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA0378  DYNAMIC HT  -         522.299 (meters)    1713.58  (feet)  COMP
 GA0378  MODELED GRAV-     979,627.5   (mgal)                       NAVD 88
 GA0378
 GA0378  VERT ORDER  -  SECOND    CLASS 0
 GA0378
 GA0378.The horizontal coordinates were scaled from a topographic map and have
 GA0378.an estimated accuracy of +/- 6 seconds.
 GA0378
 GA0378.The orthometric height was determined by differential leveling
 GA0378.and adjusted by the National Geodetic Survey in June 1991..
 GA0378
 GA0378.The geoid height was determined by GEOID03.
 GA0378
 GA0378.The dynamic height is computed by dividing the NAVD 88
 GA0378.geopotential number by the normal gravity value computed on the
 GA0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0378.degrees latitude (g = 980.6199 gals.).
 GA0378
 GA0378.The modeled gravity was interpolated from observed gravity values.
 GA0378
 GA0378;                    North         East    Units  Estimated Accuracy
 GA0378;SPC TN       -   206,340.      922,810.      MT  (+/- 180 meters Scaled)
 GA0378
 GA0378                          SUPERSEDED SURVEY CONTROL
 GA0378
 GA0378  NGVD 29 (??/??/92)  522.938  (m)         1715.67   (f) ADJ UNCH    2 0
 GA0378
 GA0378.Superseded values are not recommended for survey control.
 GA0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0378.See file dsdata.txt to determine how the superseded data were derived.
 GA0378
 GA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA729003(NAD 83)
 GA0378_MARKER: DM = MAGNETIC STATION DISK
 GA0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0378_MARK LOGO: CGS   
 GA0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0378+STABILITY: SURFACE MOTION
 GA0378
 GA0378  HISTORY     - Date     Condition        Report By
 GA0378  HISTORY     - UNK      MONUMENTED       CGS
 GA0378  HISTORY     - 1934     GOOD             NGS
 GA0378
 GA0378                          STATION DESCRIPTION
 GA0378
 GA0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0378'AT ERWIN.
 GA0378'AT ERWIN, UNICOI COUNTY, AT THE LOVE STREET GRADE SCHOOL, 63
 GA0378'FEET EAST OF THE CENTERLINE OF OHIO AVENUE, AND 48 FEET NORTH
 GA0378'OF THE CENTERLINE OF LOVE STREET.  A STANDARD MAGNETIC-STATION
 GA0378'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0670 ***********************************************************************
 GB0670  DESIGNATION -  ERWIN RM 1
 GB0670  PID         -  GB0670
 GB0670  STATE/COUNTY-  TN/KNOX
 GB0670  USGS QUAD   -  POWELL (1976)
 GB0670
 GB0670                         *CURRENT SURVEY CONTROL
 GB0670  ___________________________________________________________________
 GB0670* NAD 83(1986)-  36 01 55.     (N)    084 00 01.     (W)     SCALED    
 GB0670* NAVD 88     -       366.560  (meters)    1202.62   (feet)  ADJUSTED  
 GB0670  ___________________________________________________________________
 GB0670  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0670  DYNAMIC HT  -         366.218 (meters)    1201.50  (feet)  COMP
 GB0670  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 GB0670
 GB0670  VERT ORDER  -  SECOND    CLASS 0
 GB0670
 GB0670.The horizontal coordinates were scaled from a topographic map and have
 GB0670.an estimated accuracy of +/- 6 seconds.
 GB0670
 GB0670.The orthometric height was determined by differential leveling
 GB0670.and adjusted by the National Geodetic Survey in June 1991..
 GB0670
 GB0670.The geoid height was determined by GEOID03.
 GB0670
 GB0670.The dynamic height is computed by dividing the NAVD 88
 GB0670.geopotential number by the normal gravity value computed on the
 GB0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0670.degrees latitude (g = 980.6199 gals.).
 GB0670
 GB0670.The modeled gravity was interpolated from observed gravity values.
 GB0670
 GB0670;                    North         East    Units  Estimated Accuracy
 GB0670;SPC TN       -   190,300.      780,210.      MT  (+/- 180 meters Scaled)
 GB0670
 GB0670                          SUPERSEDED SURVEY CONTROL
 GB0670
 GB0670  NGVD 29 (??/??/92)  366.673  (m)         1202.99   (f) ADJ UNCH    2 0
 GB0670
 GB0670.Superseded values are not recommended for survey control.
 GB0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0670.See file dsdata.txt to determine how the superseded data were derived.
 GB0670
 GB0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE702916(NAD 83)
 GB0670_MARKER: DR = REFERENCE MARK DISK
 GB0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0670_STAMPING: ERWIN NO 1 1961
 GB0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0670+STABILITY: SURFACE MOTION
 GB0670
 GB0670  HISTORY     - Date     Condition        Report By
 GB0670  HISTORY     - 1961     MONUMENTED       CGS
 GB0670
 GB0670                          STATION DESCRIPTION
 GB0670
 GB0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0670'3.6 MI NW FROM INSKIP.
 GB0670'THIS MARK IS LOCATED AT THE ERWIN 1961 STATION SITE, 22.5 FT.
 GB0670'NORTHEAST OF THE STATION MARK, 9 FT. NORTHWEST OF A TRIANGLE
 GB0670'BLAZED TREE, 3 FT. EAST OF A 6-INCH TRIANGLE BLAZED PINE TREE
 GB0670'AND ABOUT 1.5 FT. BELOW THE STATION.  THE DISK IS SET IN TOP OF
 GB0670'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0671 ***********************************************************************
 GB0671  DESIGNATION -  ERWIN RM 2
 GB0671  PID         -  GB0671
 GB0671  STATE/COUNTY-  TN/KNOX
 GB0671  USGS QUAD   -  POWELL (1976)
 GB0671
 GB0671                         *CURRENT SURVEY CONTROL
 GB0671  ___________________________________________________________________
 GB0671* NAD 83(1986)-  36 01 55.     (N)    084 00 01.     (W)     SCALED    
 GB0671* NAVD 88     -       366.543  (meters)    1202.57   (feet)  ADJUSTED  
 GB0671  ___________________________________________________________________
 GB0671  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0671  DYNAMIC HT  -         366.200 (meters)    1201.44  (feet)  COMP
 GB0671  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 GB0671
 GB0671  VERT ORDER  -  SECOND    CLASS 0
 GB0671
 GB0671.The horizontal coordinates were scaled from a topographic map and have
 GB0671.an estimated accuracy of +/- 6 seconds.
 GB0671
 GB0671.The orthometric height was determined by differential leveling
 GB0671.and adjusted by the National Geodetic Survey in June 1991..
 GB0671
 GB0671.The geoid height was determined by GEOID03.
 GB0671
 GB0671.The dynamic height is computed by dividing the NAVD 88
 GB0671.geopotential number by the normal gravity value computed on the
 GB0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0671.degrees latitude (g = 980.6199 gals.).
 GB0671
 GB0671.The modeled gravity was interpolated from observed gravity values.
 GB0671
 GB0671;                    North         East    Units  Estimated Accuracy
 GB0671;SPC TN       -   190,300.      780,210.      MT  (+/- 180 meters Scaled)
 GB0671
 GB0671                          SUPERSEDED SURVEY CONTROL
 GB0671
 GB0671  NGVD 29 (??/??/92)  366.656  (m)         1202.94   (f) ADJ UNCH    2 0
 GB0671
 GB0671.Superseded values are not recommended for survey control.
 GB0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0671.See file dsdata.txt to determine how the superseded data were derived.
 GB0671
 GB0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE702916(NAD 83)
 GB0671_MARKER: DR = REFERENCE MARK DISK
 GB0671_SETTING: 0 = UNSPECIFIED SETTING
 GB0671_STAMPING: ERWIN NO 2 1961
 GB0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0671
 GB0671  HISTORY     - Date     Condition        Report By
 GB0671  HISTORY     - 1961     MONUMENTED       CGS
 GB0671  HISTORY     - 1980     GOOD             NGS
 GB0671
 GB0671                          STATION DESCRIPTION
 GB0671
 GB0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0671'3.6 MI NW FROM INSKIP.
 GB0671'THIS MARK IS LOCATED AT THE ERWIN 1961 STATION SITE, 21.6 FT.
 GB0671'NORTHWEST OF THE STATION MARK, 8 FT. NORTHEAST OF A 6-INCH PINE
 GB0671'TREE AND ABOUT 2.5 FT. BELOW THE LEVEL OF THE STATION.
 GB0671
 GB0671                          STATION RECOVERY (1980)
 GB0671
 GB0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0671'20 FEET NORTHEAST OF A 30 INCH OAK TREE AND 29 FEET NORTHWEST OF THE
 GB0671'WEST RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2317 ***********************************************************************
 GB2317  DESIGNATION -  ERWIN RM 3
 GB2317  PID         -  GB2317
 GB2317  STATE/COUNTY-  TN/KNOX
 GB2317  USGS QUAD   -  POWELL (1976)
 GB2317
 GB2317                         *CURRENT SURVEY CONTROL
 GB2317  ___________________________________________________________________
 GB2317* NAD 83(1986)-  36 01 55.     (N)    084 00 01.     (W)     SCALED    
 GB2317* NAVD 88     -       366.77   (meters)    1203.3    (feet)  RESET     
 GB2317  ___________________________________________________________________
 GB2317  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2317
 GB2317  VERT ORDER  -  THIRD
 GB2317
 GB2317.The horizontal coordinates were scaled from a topographic map and have
 GB2317.an estimated accuracy of +/- 6 seconds.
 GB2317
 GB2317.The orthometric height was computed from unverified reset data.
 GB2317.No vertical observational check was made to the station.
 GB2317
 GB2317.The geoid height was determined by GEOID03.
 GB2317
 GB2317;                    North         East    Units  Estimated Accuracy
 GB2317;SPC TN       -   190,300.      780,210.      MT  (+/- 180 meters Scaled)
 GB2317
 GB2317                          SUPERSEDED SURVEY CONTROL
 GB2317
 GB2317  NGVD 29 (10/12/01)  366.89   (m)         1203.7    (f) RESET       3  
 GB2317
 GB2317.Superseded values are not recommended for survey control.
 GB2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2317.See file dsdata.txt to determine how the superseded data were derived.
 GB2317
 GB2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE702916(NAD 83)
 GB2317_MARKER: DR = REFERENCE MARK DISK
 GB2317_SETTING: 0 = UNSPECIFIED SETTING
 GB2317_STAMPING: ERWIN 1961 NO 3 1980
 GB2317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2317
 GB2317  HISTORY     - Date     Condition        Report By
 GB2317  HISTORY     - 1980     MONUMENTED       NGS
 GB2317
 GB2317                          STATION DESCRIPTION
 GB2317
 GB2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GB2317'3.65 MI NW FROM INSKIP.
 GB2317'2.85 MILES NORTHWEST ALONG CENTRAL AVENUE PIKE FROM THE
 GB2317'INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB2317'INSKIP, TO A RAILROAD OVERPASS, THENCE 0.45 MILE WESTERLY
 GB2317'ALONG A GRAVELED ROAD TO A TRACK ROAD LEADING SOUTHERLY UP
 GB2317'THE SIDE OF A STEEP HILL, FOLLOW THE TRACK ROAD FOR 0.3 MILE
 GB2317'UP THE HILL TO A FORK, CONTINUE STRAIGHT AHEAD THROUGH THE
 GB2317'WOODS FOR ABOUT 100 YARDS TO STATION MARK, 1.0 FOOT
 GB2317'NORTHWEST OF THE WEST RIGHT-OF-WAY FENCE LINE, AND 6 FEET SOUTH OF A
 GB2317'14-INCH OAK TREE, IN TOP OF AN PRE-CAST ALUMINUM MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3432 ***********************************************************************
 GA3432  DESIGNATION -  ET 12
 GA3432  PID         -  GA3432
 GA3432  STATE/COUNTY-  TN/HAWKINS
 GA3432  USGS QUAD   -  KINGSPORT (1991)
 GA3432
 GA3432                         *CURRENT SURVEY CONTROL
 GA3432  ___________________________________________________________________
 GA3432* NAD 83(1995)-  36 30 54.89991(N)    082 37 27.96850(W)     ADJUSTED  
 GA3432* NAVD 88     -       730.0    (meters)    2395.     (feet)  VERTCON   
 GA3432  ___________________________________________________________________
 GA3432  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GA3432  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3432
 GA3432  HORZ ORDER  -  SECOND
 GA3432
 GA3432.The horizontal coordinates were established by classical geodetic methods
 GA3432.and adjusted by the National Geodetic Survey in April 1999..
 GA3432
 GA3432.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3432
 GA3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3432
 GA3432.The geoid height was determined by GEOID03.
 GA3432
 GA3432;                    North         East     Units Scale Factor Converg.
 GA3432;SPC TN       -   247,302.286   902,306.996   MT  1.00001897   +1 58 34.3
 GA3432;SPC TN       -   811,357.58  2,960,318.87   sFT  1.00001897   +1 58 34.3
 GA3432;UTM  17      - 4,042,326.790   354,546.024   MT  0.99986066   -0 58 00.4
 GA3432
 GA3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3432!SPC TN       -   0.99989037  x   1.00001897  =   0.99990934
 GA3432!UTM  17      -   0.99989037  x   0.99986066  =   0.99975105
 GA3432
 GA3432|---------------------------------------------------------------------|
 GA3432| PID    Reference Object                     Distance      Geod. Az  |
 GA3432|                                                           dddmmss.s |
 GA3432| GA3430 BAYS MOUNTAIN LOOKOUT TOWER          35.100 METERS 04359     |
 GA3432| DB9285 ET 12 RM 1                           17.422 METERS 20314     |
 GA3432| GA3396 CHIMNEY RESET                       APPROX.14.0 KM 2115504.0 |
 GA3432| DB9284 ET 12 AZ MK                                        2294126.3 |
 GA3432| DB9286 ET 12 RM 2                           14.437 METERS 24828     |
 GA3432|---------------------------------------------------------------------|
 GA3432
 GA3432                          SUPERSEDED SURVEY CONTROL
 GA3432
 GA3432  NAD 83(1995)-  36 30 54.90019(N)    082 37 27.97005(W) AD(       ) 2
 GA3432  NAD 83(1995)-  36 30 54.89990(N)    082 37 27.98508(W) AD(       ) 2
 GA3432  NAD 83(1995)-  36 30 54.90535(N)    082 37 27.97047(W) AD(       ) 2
 GA3432  NAD 83(1986)-  36 30 54.90645(N)    082 37 27.97130(W) AD(       ) 2
 GA3432  NAD 27      -  36 30 54.54506(N)    082 37 28.40129(W) AD(       ) 2
 GA3432  NGVD 29 (07/19/86)  730.1    (m)         2395.     (f) VERT ANG       
 GA3432
 GA3432.Superseded values are not recommended for survey control.
 GA3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3432.See file dsdata.txt to determine how the superseded data were derived.
 GA3432
 GA3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5454642327(NAD 83)
 GA3432_MARKER: DD = SURVEY DISK
 GA3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3432_STAMPING: ET-12 1963
 GA3432_MARK LOGO: TNHD  
 GA3432
 GA3432  HISTORY     - Date     Condition        Report By
 GA3432  HISTORY     - 1963     MONUMENTED       TNHD
 GA3432  HISTORY     - 1964     GOOD             TNHD
 GA3432
 GA3432                          STATION DESCRIPTION
 GA3432
 GA3432'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3432'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF KINGSPORT.
 GA3432'
 GA3432'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 81A AND STATE
 GA3432'ROUTE 81 IN KINGSPORT, GO
 GA3432'1.7 MILES SOUTH ON STATE ROUTE 81 TO A PAVED ROAD ON
 GA3432'THE RIGHT, TURN RIGHT AND GO 2.8
 GA3432'MILES WEST TO A PAVED ROAD ON THE
 GA3432'RIGHT, TURN RIGHT AND GO 0.5 MILE NORTH AND EAST ON
 GA3432'THE PAVED ROAD
 GA3432'(PRIVATE ROAD BELONGING TO TENNESSEE EASTMAN CO.) TO A WIRE GATE,
 GA3432'CONTINUE STRAIGHT
 GA3432'AHEAD, PASSING THROUGH THE WIRE GATE, FOR 0.1 MILE
 GA3432'EAST TO ANOTHER WIRE GATE, CONTINUE
 GA3432'STRAIGHT AHEAD, PASSING THROUGH
 GA3432'THE WIRE GATE, FOR 0.9 MILE NORTH AND EAST, PASSING A
 GA3432'BIG RESERVOIR
 GA3432'DAM ON THE LEFT, TO A FORK AND THE END OF THE PAVEMENT, TAKE THE
 GA3432'RIGHT FORK AND GO
 GA3432'2.1 MILES SOUTHEAST ON THE GRAVELED ROAD TO A FORK,
 GA3432'TAKE THE LEFT FORK AND GO 2.4 MILES
 GA3432'WEST ON THE GRAVELED ROAD ALONG
 GA3432'THE CREST OF THE RIDGE, PASSING A RADIO TOWER ON THE
 GA3432'RIGHT AND A
 GA3432'MICROWAVE RELAY TOWER (PAINTED RED AND WHITE) ON THE LEFT, TO A FIRE
 GA3432'TOWER ON THE RIGHT
 GA3432'AND THE STATION ON THE RIGHT AS DESCRIBED.
 GA3432'
 GA3432'THE STATION IS ABOUT 114 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 GA3432'FIRE TOWER, 32 FEET NORTH OF
 GA3432'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 21.8
 GA3432'FEET WEST OF A WITNESS POST, 21
 GA3432'FEET SOUTHWEST OF A 24-INCH ELM TREE,
 GA3432'17 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 GA3432'TRACK ROAD, AND 16
 GA3432'FEET EAST OF ROCK STEPS.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA3432'STANDARD
 GA3432'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA3432'ET-12.  THE UNDERGROUND
 GA3432'MARK IS ABOUT 30-INCHES BELOW THE SURFACE.
 GA3432'THE SURFACE DISK IS SET IN AN 8-INCH
 GA3432'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3432'
 GA3432'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF A 40-INCH TWIN-TRUNKED ELM
 GA3432'TREE AND 15 FEET SOUTH
 GA3432'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 GA3432'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3432'DISK SET IN A 7-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA3432'AND THE DISK IS
 GA3432'STAMPED ET-12 RM-1 1963.
 GA3432'
 GA3432'REFERENCE MARK NO. 2 IS 23 FEET SOUTHWEST OF A 5-INCH PINE TREE,
 GA3432'22 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 GA3432'18 FEET WEST OF THE MIDDLE OF THE FORK OF A GRAVELED AND A
 GA3432'TRACK ROAD, AND 11 FEET EAST OF A FENCE CORNER.  IT
 GA3432'IS A STANDARD TENNESSE HIGHWAY DEPARTMENT DISK SET
 GA3432'IN AN 8-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA3432'THE DISK IS STAMPED ET-12 RM-2 1963.
 GA3432'
 GA3432'THE AZIMUTH MARK IS 13 FEET NORTHEAST OF A 40-INCH ELM TREE, 12 FEET
 GA3432'SOUTH OF THE APPROXIMATE
 GA3432'CENTER OF A GRAVELED ROAD, 10 FEET WEST OF A 20-INCH
 GA3432'ELM TREE, AND 1.4 FEET NORTH OF A
 GA3432'WITNESS POST.  IT IS A STANDARD
 GA3432'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN AN 8-INCH
 GA3432'SQUARE, FLUSH,
 GA3432'CONCRETE MONUMENT AND THE DISK IS STAMPED ET-12 AZI 1963.  TO REACH
 GA3432'THE AZIMUTH MARK
 GA3432'FROM THE STATION, GO 0.1 MILE SOUTHWEST ON THE
 GA3432'GRAVELED ROAD TO THE MARK ON THE
 GA3432'LEFT.
 GA3432'
 GA3432'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GA3432'
 GA3432'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GA3432
 GA3432                          STATION RECOVERY (1964)
 GA3432
 GA3432'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (ELH)
 GA3432'STATION LOCATED BY TENNESSEE HIGHWAY DEPARTMENT IN 1963.
 GA3432'
 GA3432'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF KINGSPORT,
 GA3432'AND ABOUT 40 YARDS SOUTHWEST OF THE LOOKOUT TOWER ON BAYS MOUNTAIN
 GA3432'
 GA3432'TO REACH THE STATION FROM THE POST OFFICE IN KINGSPORT, GO SOUTH
 GA3432'ON U.S. HIGHWAY 23 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 GA3432'81, TURN RIGHT ON STATE HIGHWAY 81 AND GO 0.8 MILE TO THE
 GA3432'JUNCTION OF STATE HIGHWAY 81-A,
 GA3432'CONTINUE SOUTH ON STATE HIGHWAY 81 FOR 1.5 MILES TO A SIDE RIGHT,
 GA3432'TURN RIGHT ON
 GA3432'RESERVOIR ROAD AND GO 2.5 MILES TO A SIDE ROAD RIGHT
 GA3432'AND SIGN,
 GA3432'TENNESSEE-EASTMAN-CABIN, TURN RIGHT AND GO 0.5 MILE TO A
 GA3432'LOCKED GATE, PASS THROUGH
 GA3432'GATE AND GO 0.1 MILE TO ANOTHER LOCKED
 GA3432'GATE, PASS THROUGH GATE AND GO 0.7 MILE TO A
 GA3432'FORK AT A LOG CABIN AND
 GA3432'THE RESERVOIR, KEEP RIGHT FORK AND GO 2.3 MILES TO A RELAY MAST
 GA3432'ON THE LEFT,
 GA3432'CONTINUE WEST ALONG THE RIDGE FOR 1.8 MILES TO THE STATION
 GA3432'ON THE RIGHT.
 GA3432'
 GA3432'THE STATION MARK IS 104 FEET SOUTHWEST OF THE SOUTHWEST LEG OF FIRE
 GA3432'TOWER, 30 FEET NORTH OF
 GA3432'THE APPROXIMATE CENTER OF A TRACK ROAD AND 21.6 FEET
 GA3432'NORTHWEST OF A METAL WITNESS
 GA3432'POST.  IT IS A TENN.  STATE HWY.  DEPT.
 GA3432'BUREAU OF PUBLIC ROADS DISK SET IN A FLUSH
 GA3432'SQUARE CONCRETE MONUMENT
 GA3432'AND IS STAMPED ET-12 1963.
 GA3432'
 GA3432'REFERENCE MARK NO. 1 IS 60 FEET SOUTHWEST OF A METAL WITNESS POST AND
 GA3432'15 FEET SOUTH OF THE
 GA3432'APPROXIMATE CENTER OF A TRACK ROAD.  IT IS A TENN.
 GA3432'STATE HWY.  DEPT.  BUREAU OF
 GA3432'PUBLIC ROADS DISK SET IN A SQUARE
 GA3432'CONCRETE MONUMENT PROJECTING 1 INCH AND IS
 GA3432'STAMPED ET-12 RM 1 1963.
 GA3432'
 GA3432'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GA3432'TRACKROAD AND 11 FEET EAST
 GA3432'OF A FENCE CORNER.  IT IS A TENN.  STATE HWY.  DEPT.
 GA3432'BUREAU OF PUBLIC ROADS SET IN A
 GA3432'FLUSH SQUARE CONCRETE MONUMENT AND IS
 GA3432'STAMPED ET-12 RM 2 1963.
 GA3432'
 GA3432'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GA3432'41.18 FEET.
 GA3432'
 GA3432'THE AZIMUTH MARK IS 12 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GA3432'TRACK ROAD AND 1.3 FEET
 GA3432'NORTH OF A METAL WITNESS POST.  IT IS A TENN.  STATE
 GA3432'HWY.  DEPT.  BUREAU OF PUBLIC
 GA3432'ROADS DISK SET IN A FLUSH SQUARE
 GA3432'CONCRETE MONUMENT AND IS STAMPED ET-12 AZI 1963.
 GA3432'
 GA3432'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE TRACK ROAD
 GA3432'FOR 0.1 MILE TO THE
 GA3432'AZIMUTH MARK ON THE LEFT.
 GA3432'
 GA3432'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3562 ***********************************************************************
 GA3562  DESIGNATION -  ET 20
 GA3562  PID         -  GA3562
 GA3562  STATE/COUNTY-  TN/UNION
 GA3562  USGS QUAD   -  MAYNARDVILLE (1987)
 GA3562
 GA3562                         *CURRENT SURVEY CONTROL
 GA3562  ___________________________________________________________________
 GA3562* NAD 83(1995)-  36 15 40.36326(N)    083 47 56.49879(W)     ADJUSTED  
 GA3562* NAVD 88     -       520.3    (meters)    1707.     (feet)  VERTCON   
 GA3562  ___________________________________________________________________
 GA3562  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GA3562  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA3562
 GA3562  HORZ ORDER  -  SECOND
 GA3562
 GA3562.The horizontal coordinates were established by classical geodetic methods
 GA3562.and adjusted by the National Geodetic Survey in April 1999..
 GA3562
 GA3562.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3562
 GA3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3562
 GA3562.The geoid height was determined by GEOID03.
 GA3562
 GA3562;                    North         East     Units Scale Factor Converg.
 GA3562;SPC TN       -   216,122.756   797,769.907   MT  0.99997612   +1 17 18.7
 GA3562;SPC TN       -   709,062.74  2,617,350.10   sFT  0.99997612   +1 17 18.7
 GA3562;UTM  17      - 4,016,555.980   248,534.566   MT  1.00037920   -1 39 23.0
 GA3562
 GA3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3562!SPC TN       -   0.99992316  x   0.99997612  =   0.99989928
 GA3562!UTM  17      -   0.99992316  x   1.00037920  =   1.00030233
 GA3562
 GA3562|---------------------------------------------------------------------|
 GA3562| PID    Reference Object                     Distance      Geod. Az  |
 GA3562|                                                           dddmmss.s |
 GA3562| DB9287 ET 20 RM 1                            8.243 METERS 08156     |
 GA3562| GA3554 SHARP RESET                         APPROX.31.4 KM 2042522.5 |
 GA3562| GA3552 MYNATT                              APPROX.19.3 KM 2153519.8 |
 GA3562| DB9288 ET 20 RM 2                            6.841 METERS 25938     |
 GA3562| GA3565 ET 9                                APPROX.14.9 KM 3253229.9 |
 GA3562|---------------------------------------------------------------------|
 GA3562
 GA3562                          SUPERSEDED SURVEY CONTROL
 GA3562
 GA3562  NAD 83(1995)-  36 15 40.36732(N)    083 47 56.50034(W) AD(       ) 2
 GA3562  NAD 83(1995)-  36 15 40.36822(N)    083 47 56.49811(W) AD(       ) 2
 GA3562  NAD 83(1995)-  36 15 40.37075(N)    083 47 56.50022(W) AD(       ) 2
 GA3562  NAD 83(1986)-  36 15 40.37437(N)    083 47 56.49891(W) AD(       ) 2
 GA3562  NAD 27      -  36 15 40.08410(N)    083 47 56.82184(W) AD(       ) 2
 GA3562  NGVD 29 (07/19/86)  520.4    (m)         1707.     (f) VERT ANG       
 GA3562
 GA3562.Superseded values are not recommended for survey control.
 GA3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3562.See file dsdata.txt to determine how the superseded data were derived.
 GA3562
 GA3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4853516556(NAD 83)
 GA3562_MARKER: DD = SURVEY DISK
 GA3562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3562
 GA3562  HISTORY     - Date     Condition        Report By
 GA3562  HISTORY     - 1964     MONUMENTED       TNHD
 GA3562
 GA3562                          STATION DESCRIPTION
 GA3562
 GA3562'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3562'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF MAYNARDVILLE AT FIRE
 GA3562'TOWER NO.  ET-20.
 GA3562'
 GA3562'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA3562'NORTHEAST ON STATE
 GA3562'ROUTE 33 FOR 1.65 MILES TO AN OILED ROAD ON THE LEFT, TURN LEFT
 GA3562'AND GO 0.2 MILE TO A
 GA3562'GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO 1.0
 GA3562'MILE TO THE STATION AND FIRE TOWER NO.
 GA3562'ET-20.
 GA3562'
 GA3562'THE STATION IS 46 FEET EAST OF AN 18 INCH TREE, 11 FEET NORTH OF THE
 GA3562'APPROXIMATE CENTER
 GA3562'OF A GRAVELED ROAD, 1.5 FEET SOUTHEAST OF A
 GA3562'WITNESS POST AND 1 FOOT SOUTH OF A
 GA3562'WIRE FENCE.  THE SURFACE AND
 GA3562'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA3562'DEPARTMENT DISKS AND
 GA3562'ARE STAMPED ET-20 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GA3562'BELOW THE
 GA3562'SURFACE.  THE SURFACE MARK IS SET IN A 10-INCH SQUARE,
 GA3562'FLUSH, CONCRETE MONUMENT.
 GA3562'
 GA3562'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GA3562'GRAVELED ROAD AND 1 FOOT
 GA3562'SOUTH OF A WIRE FENCE.  IT IS A STANDARD TENNESSEE
 GA3562'HIGHWAY DEPARTMENT DISK SET IN A
 GA3562'10-INCH SQUARE, FLUSH, CONCRETE
 GA3562'MONUMENT AND THE DISK IS STAMPED ET-20 RM-1 1964.
 GA3562'
 GA3562'REFERENCE MARK NO. 2 IS 24 FEET EAST OF AN 18 INCH TREE, 11 FEET
 GA3562'NORTH OF THE APPROXIMATE
 GA3562'CENTER OF A GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE
 GA3562'FENCE.  IT IS A STANDARD
 GA3562'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3562'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA3562'AND THE DISK IS STAMPED
 GA3562'ET-20 RM-2 1964.
 GA3562'
 GA3562'ALL OBSERVATION WERE MADE FROM A TRIPOD.
 GA3562'
 GA3562'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2505 ***********************************************************************
 FB2505  DESIGNATION -  ET 36 RJN
 FB2505  PID         -  FB2505
 FB2505  STATE/COUNTY-  TN/SEVIER
 FB2505  USGS QUAD   -  JONES COVE (1978)
 FB2505
 FB2505                         *CURRENT SURVEY CONTROL
 FB2505  ___________________________________________________________________
 FB2505* NAD 83(1995)-  35 45 37.34161(N)    083 22 09.30891(W)     ADJUSTED  
 FB2505* NAVD 88     -       419.6    (meters)    1377.     (feet)  VERTCON   
 FB2505  ___________________________________________________________________
 FB2505  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 FB2505  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FB2505
 FB2505  HORZ ORDER  -  THIRD
 FB2505  VERT ORDER  -  THIRD ? (See Below)
 FB2505
 FB2505.The horizontal coordinates were established by classical geodetic methods
 FB2505.and adjusted by the National Geodetic Survey in April 1999..
 FB2505.No horizontal observational check was made to the station.
 FB2505
 FB2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2505.The vertical order pertains to the NGVD 29 superseded value.
 FB2505
 FB2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2505
 FB2505.The geoid height was determined by GEOID03.
 FB2505
 FB2505;                    North         East     Units Scale Factor Converg.
 FB2505;SPC TN       -   161,525.781   837,872.674   MT  0.99994922   +1 32 24.5
 FB2505;SPC TN       -   529,939.17  2,748,920.60   sFT  0.99994922   +1 32 24.5
 FB2505;UTM  17      - 3,959,959.787   285,801.266   MT  1.00016540   -1 23 06.4
 FB2505
 FB2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2505!SPC TN       -   0.99993881  x   0.99994922  =   0.99988803
 FB2505!UTM  17      -   0.99993881  x   1.00016540  =   1.00010420
 FB2505
 FB2505                          SUPERSEDED SURVEY CONTROL
 FB2505
 FB2505  NAD 83(1995)-  35 45 37.34777(N)    083 22 09.31526(W) AD(       ) 3
 FB2505  NAD 83(1986)-  35 45 37.35216(N)    083 22 09.31462(W) AD(       ) 3
 FB2505  NAD 27      -  35 45 37.01297(N)    083 22 09.74482(W) AD(       ) 3
 FB2505  NGVD 29 (07/19/86)  419.7    (m)         1377.     (f) LEVELING    3  
 FB2505
 FB2505.Superseded values are not recommended for survey control.
 FB2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2505.See file dsdata.txt to determine how the superseded data were derived.
 FB2505
 FB2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8580159960(NAD 83)
 FB2505_MARKER: DD = SURVEY DISK
 FB2505_SETTING: 0 = UNSPECIFIED SETTING
 FB2505_STAMPING: ET 36 RJN 1963 1377
 FB2505_MARK LOGO: USGS  
 FB2505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2505
 FB2505  HISTORY     - Date     Condition        Report By
 FB2505  HISTORY     - 1963     MONUMENTED       USGS
 FB2505
 FB2505                          STATION DESCRIPTION
 FB2505
 FB2505'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2505'COSBY, 8.6 MI W. OF POST OFFICE, ALONG STATE HIGHWAY 73 TO BRIDGE
 FB2505'OVER WEBB CREEK, 54 FT W. OF CENTERLINE OF BRIDGE, 21 FT SE. OF T-RD.
 FB2505'NE., 13 FT SSW. OF CENTERLINE OF HWY AT W. END OF BRIDGE, IN TOP OF
 FB2505'S. END OF W. APRON OF BRIDGE, STANDARD DISK STAMPED---36 RJN 1963
 FB2505'1377 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2643 ***********************************************************************
 FB2643  DESIGNATION -  ET 36 WCE
 FB2643  PID         -  FB2643
 FB2643  STATE/COUNTY-  TN/BLOUNT
 FB2643  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2643
 FB2643                         *CURRENT SURVEY CONTROL
 FB2643  ___________________________________________________________________
 FB2643* NAD 83(1995)-  35 38 15.46913(N)    083 59 59.23187(W)     ADJUSTED  
 FB2643* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 FB2643  ___________________________________________________________________
 FB2643  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 FB2643  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FB2643
 FB2643  HORZ ORDER  -  THIRD
 FB2643
 FB2643.The horizontal coordinates were established by classical geodetic methods
 FB2643.and adjusted by the National Geodetic Survey in April 1999..
 FB2643.No horizontal observational check was made to the station.
 FB2643
 FB2643.The orthometric height was scaled from a topographic map.
 FB2643
 FB2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2643
 FB2643.The geoid height was determined by GEOID03.
 FB2643
 FB2643;                    North         East     Units Scale Factor Converg.
 FB2643;SPC TN       -   146,561.684   781,147.154   MT  0.99995425   +1 10 15.6
 FB2643;SPC TN       -   480,844.46  2,562,813.62   sFT  0.99995425   +1 10 15.6
 FB2643;UTM  17      - 3,947,902.999   228,364.746   MT  1.00050935   -1 44 56.1
 FB2643;UTM  16      - 3,947,904.179   771,673.907   MT  1.00050961   +1 44 57.0
 FB2643
 FB2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2643!SPC TN       -   0.99995718  x   0.99995425  =   0.99991143
 FB2643!UTM  17      -   0.99995718  x   1.00050935  =   1.00046650
 FB2643!UTM  16      -   0.99995718  x   1.00050961  =   1.00046676
 FB2643
 FB2643                          SUPERSEDED SURVEY CONTROL
 FB2643
 FB2643  NAD 83(1995)-  35 38 15.47309(N)    083 59 59.24330(W) AD(       ) 3
 FB2643  NAD 83(1986)-  35 38 15.47337(N)    083 59 59.24226(W) AD(       ) 3
 FB2643  NAD 27      -  35 38 15.15986(N)    083 59 59.61765(W) AD(       ) 3
 FB2643
 FB2643.Superseded values are not recommended for survey control.
 FB2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2643.See file dsdata.txt to determine how the superseded data were derived.
 FB2643
 FB2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2836547903(NAD 83)
 FB2643_MARKER: DD = SURVEY DISK
 FB2643_SETTING: 0 = UNSPECIFIED SETTING
 FB2643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2643
 FB2643  HISTORY     - Date     Condition        Report By
 FB2643  HISTORY     - 1963     MONUMENTED       USGS
 FB2643
 FB2643                          STATION DESCRIPTION
 FB2643
 FB2643'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2643'SIXMILE, 2.7 MI SW. OF, ALONG RD. TO Y-RD. NE., THENCE SE. (LEFT)
 FB2643'0.05 MI TO MOUNT VIEW CHURCH AND STATION, 7.8 FT NW. OF W. CORNER
 FB2643'OF CHURCH, 22.45 FT SW. OF CENTERLINE OF DOORS ON NW. SIDE OF
 FB2643'CHURCH, IN SW. END OF SIDEWALK ON NW. SIDE OF CHURCH, STANDARD
 FB2643'DISK STAMPED---ET 36 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2641 ***********************************************************************
 FB2641  DESIGNATION -  ET 37 WCE
 FB2641  PID         -  FB2641
 FB2641  STATE/COUNTY-  TN/BLOUNT
 FB2641  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2641
 FB2641                         *CURRENT SURVEY CONTROL
 FB2641  ___________________________________________________________________
 FB2641* NAD 83(1995)-  35 37 33.00672(N)    083 52 57.75012(W)     ADJUSTED  
 FB2641* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 FB2641  ___________________________________________________________________
 FB2641  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 FB2641  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FB2641
 FB2641  HORZ ORDER  -  THIRD
 FB2641
 FB2641.The horizontal coordinates were established by classical geodetic methods
 FB2641.and adjusted by the National Geodetic Survey in April 1999..
 FB2641.No horizontal observational check was made to the station.
 FB2641
 FB2641.The orthometric height was scaled from a topographic map.
 FB2641
 FB2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2641
 FB2641.The geoid height was determined by GEOID03.
 FB2641
 FB2641;                    North         East     Units Scale Factor Converg.
 FB2641;SPC TN       -   145,476.401   791,776.921   MT  0.99995497   +1 14 22.4
 FB2641;SPC TN       -   477,283.83  2,597,688.11   sFT  0.99995497   +1 14 22.4
 FB2641;UTM  17      - 3,946,276.824   238,930.922   MT  1.00043998   -1 40 48.3
 FB2641
 FB2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2641!SPC TN       -   0.99990973  x   0.99995497  =   0.99986470
 FB2641!UTM  17      -   0.99990973  x   1.00043998  =   1.00034967
 FB2641
 FB2641                          SUPERSEDED SURVEY CONTROL
 FB2641
 FB2641  NAD 83(1995)-  35 37 33.01162(N)    083 52 57.76096(W) AD(       ) 3
 FB2641  NAD 83(1986)-  35 37 33.01139(N)    083 52 57.76005(W) AD(       ) 3
 FB2641  NAD 27      -  35 37 32.68819(N)    083 52 58.15017(W) AD(       ) 3
 FB2641
 FB2641.Superseded values are not recommended for survey control.
 FB2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2641.See file dsdata.txt to determine how the superseded data were derived.
 FB2641
 FB2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3893146277(NAD 83)
 FB2641_MARKER: DD = SURVEY DISK
 FB2641_SETTING: 0 = UNSPECIFIED SETTING
 FB2641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2641
 FB2641  HISTORY     - Date     Condition        Report By
 FB2641  HISTORY     - 1963     MONUMENTED       USGS
 FB2641
 FB2641                          STATION DESCRIPTION
 FB2641
 FB2641'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2641'FROM JUNCTION OF STATE HIGHWAY 73 AND CADES COVE ROAD GO W.  ON
 FB2641'CADES COVE ROAD 8.1 MI TO ENTRANCE GATE TO CADES COVE, CONTINUE
 FB2641'3.1 MI TO CADES COVE MISSIONARY BAPTIST CHURCH ON LEFT AND RD. TO
 FB2641'RICH MOUNTAIN ON LEFT, CONTINUE 1.3 MI TO Y-RD., TURN N. (RIGHT)
 FB2641'3.7 MI TO STONY RIDGE, CONTINUE 2.3 MI TO STATION, 35.2 FT E. OF
 FB2641'CENTERLINE OF RD. AND TRAIL CROSSING, 25.8 FT ESE. OF HATCHER MOUNTAIN
 FB2641'SIGN, 9.0 FT E. OF WITNESS SIGN, 18.5 FT S. OF 54-IN. PINE TREE,
 FB2641'18.3 FT W. OF 52-IN. PINE TREE, 5 FT N. OF CENTERLINE OF TRAIL ON
 FB2641'E. SIDE OF RD., 19 FT N. OF CENTERLINE OF RD. S. OF TRAIL, IN TOP
 FB2641'OF BOULDER, STANDARD DISK STAMPED---ET 37 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2633 ***********************************************************************
 FB2633  DESIGNATION -  ET 38 WCE
 FB2633  PID         -  FB2633
 FB2633  STATE/COUNTY-  TN/BLOUNT
 FB2633  USGS QUAD   -  THUNDERHEAD MTN (1964)
 FB2633
 FB2633                         *CURRENT SURVEY CONTROL
 FB2633  ___________________________________________________________________
 FB2633* NAD 83(1995)-  35 37 16.94291(N)    083 42 39.32503(W)     ADJUSTED  
 FB2633* NAVD 88     -       605.1    (meters)    1985.     (feet)  VERTCON   
 FB2633  ___________________________________________________________________
 FB2633  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 FB2633  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FB2633
 FB2633  HORZ ORDER  -  THIRD
 FB2633
 FB2633.The horizontal coordinates were established by classical geodetic methods
 FB2633.and adjusted by the National Geodetic Survey in April 1999..
 FB2633
 FB2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2633
 FB2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2633
 FB2633.The geoid height was determined by GEOID03.
 FB2633
 FB2633;                    North         East     Units Scale Factor Converg.
 FB2633;SPC TN       -   145,331.746   807,345.433   MT  0.99995525   +1 20 24.4
 FB2633;SPC TN       -   476,809.24  2,648,765.81   sFT  0.99995525   +1 20 24.4
 FB2633;UTM  17      - 3,945,338.938   254,478.630   MT  1.00034290   -1 34 46.9
 FB2633
 FB2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2633!SPC TN       -   0.99990963  x   0.99995525  =   0.99986488
 FB2633!UTM  17      -   0.99990963  x   1.00034290  =   1.00025250
 FB2633
 FB2633                          SUPERSEDED SURVEY CONTROL
 FB2633
 FB2633  NAD 83(1995)-  35 37 16.94534(N)    083 42 39.33168(W) AD(       ) 4
 FB2633  NAD 83(1986)-  35 37 16.94977(N)    083 42 39.33582(W) AD(       ) 4
 FB2633  NAD 27      -  35 37 16.61291(N)    083 42 39.73900(W) AD(       ) 3
 FB2633  NGVD 29 (07/19/86)  605.2    (m)         1986.     (f) VERT ANG       
 FB2633
 FB2633.Superseded values are not recommended for survey control.
 FB2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2633.See file dsdata.txt to determine how the superseded data were derived.
 FB2633
 FB2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5447945339(NAD 83)
 FB2633_MARKER: DD = SURVEY DISK
 FB2633_SETTING: 0 = UNSPECIFIED SETTING
 FB2633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2633
 FB2633  HISTORY     - Date     Condition        Report By
 FB2633  HISTORY     - 1963     MONUMENTED       USGS
 FB2633  HISTORY     - 20040421 MARK NOT FOUND   USPSQD
 FB2633
 FB2633                          STATION DESCRIPTION
 FB2633
 FB2633'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2633'GATLINBURG, 2.5 MI S. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO
 FB2633'T-RD. W. AT SUGARLAND, TURN W. (RIGHT) ON TENNESSEE STATE HIGHWAY 73,
 FB2633'17.7 MI ALONG HIGHWAY 73 TO JUNCTION WITH CADES COVE ROAD, TURN
 FB2633'SW. (LEFT) ON CADES COVE ROAD, 3.7 MI ALONG CADES COVE ROAD TO T-RD.
 FB2633'E., TURN E. (LEFT) ON BOTE MOUNTAIN ROAD AND GO 1.4 MI, 0.2 MI S.
 FB2633'OF POINT WHERE RD. REACHES TOP OF RIDGE, 9 FT W. OF CENTERLINE OF
 FB2633'RD., 7 FT N. OF LARGE OAK TREE WITH METAL WITNESS TAG, IN BOULDER
 FB2633'PROJECTING 1 FT, STANDARD DISK STAMPED---ET 38 WCE 1963---.
 FB2633
 FB2633                          STATION RECOVERY (2004)
 FB2633
 FB2633'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 FB2633'MARK NOT FOUND.  ALOT OF OVERGROTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2496 ***********************************************************************
 FB2496  DESIGNATION -  ET 39 WCE
 FB2496  PID         -  FB2496
 FB2496  STATE/COUNTY-  TN/SEVIER
 FB2496  USGS QUAD   -  MOUNT LE CONTE (1964)
 FB2496
 FB2496                         *CURRENT SURVEY CONTROL
 FB2496  ___________________________________________________________________
 FB2496* NAD 83(1995)-  35 37 33.98429(N)    083 29 55.22386(W)     ADJUSTED  
 FB2496* NAVD 88     -      1401.     (meters)    4596.     (feet)  SCALED    
 FB2496  ___________________________________________________________________
 FB2496  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 FB2496  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FB2496
 FB2496  HORZ ORDER  -  THIRD
 FB2496
 FB2496.The horizontal coordinates were established by classical geodetic methods
 FB2496.and adjusted by the National Geodetic Survey in April 1999..
 FB2496.No horizontal observational check was made to the station.
 FB2496
 FB2496.The orthometric height was scaled from a topographic map.
 FB2496
 FB2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2496
 FB2496.The geoid height was determined by GEOID03.
 FB2496
 FB2496;                    North         East     Units Scale Factor Converg.
 FB2496;SPC TN       -   146,327.289   826,553.721   MT  0.99995495   +1 27 51.8
 FB2496;SPC TN       -   480,075.45  2,711,785.00   sFT  0.99995495   +1 27 51.8
 FB2496;UTM  17      - 3,945,354.647   273,719.061   MT  1.00023101   -1 27 21.9
 FB2496
 FB2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2496!SPC TN       -   0.99978468  x   0.99995495  =   0.99973964
 FB2496!UTM  17      -   0.99978468  x   1.00023101  =   1.00001564
 FB2496
 FB2496                          SUPERSEDED SURVEY CONTROL
 FB2496
 FB2496  NAD 83(1995)-  35 37 33.98775(N)    083 29 55.23061(W) AD(       ) 3
 FB2496  NAD 83(1986)-  35 37 33.98892(N)    083 29 55.22913(W) AD(       ) 3
 FB2496  NAD 27      -  35 37 33.64633(N)    083 29 55.65533(W) AD(       ) 3
 FB2496
 FB2496.Superseded values are not recommended for survey control.
 FB2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2496.See file dsdata.txt to determine how the superseded data were derived.
 FB2496
 FB2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7371945355(NAD 83)
 FB2496_MARKER: DD = SURVEY DISK
 FB2496_SETTING: 0 = UNSPECIFIED SETTING
 FB2496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2496
 FB2496  HISTORY     - Date     Condition        Report By
 FB2496  HISTORY     - 1963     MONUMENTED       USGS
 FB2496
 FB2496                          STATION DESCRIPTION
 FB2496
 FB2496'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2496'GATLINBURG, 2.5 MI S. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO
 FB2496'JUNCTION OF TENNESSEE STATE HIGHWAY 73 AT SUGARLAND, TURN W. (RIGHT)
 FB2496'ON HIGHWAY 73 FOR 4.9 MI TO T-RD. SE. AND SIGN ELKMONT RANGER STATION,
 FB2496'TURN SE. (LEFT) AND GO 2.1 MI TO Y-RD., TURN SE. (LEFT) FOR 1.0 MI
 FB2496'TO LOCKED GATE, CONTINUE 3.5 MI TO DIM TRAIL E., PACK E. ABOUT 1.5
 FB2496'HRS. ON TRAIL TO JUNTION OF TRAIL ON TOP OF GARLAND MOUNTAIN, TURN
 FB2496'SE. (RIGHT) AND PACK 20 MIN. TO SADDLE WHERE TRAIL IS ON TOP OF
 FB2496'RIDGE, 174 FT E. OF BEND IN TRAIL, 164 FT E. OF TRAIL AT SADDLE,
 FB2496'27 FT ENE. OF METAL WITNESS SIGN ON PINE TREE, 11 FT N. OF METAL
 FB2496'WITNESS SIGN ON PINE TREE, 5 FT W. OF CENTERLINE OF TRAIL ON TOP
 FB2496'OF BOULDER 2 FT ABOVE TRAIL, STANDARD DISK STAMPED---ET 39 WCE
 FB2496'1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2628 ***********************************************************************
 FB2628  DESIGNATION -  ET 40 WCE
 FB2628  PID         -  FB2628
 FB2628  STATE/COUNTY-  TN/SEVIER
 FB2628  USGS QUAD   -  PIGEON FORGE (1970)
 FB2628
 FB2628                         *CURRENT SURVEY CONTROL
 FB2628  ___________________________________________________________________
 FB2628* NAD 83(1995)-  35 45 01.72334(N)    083 30 09.97639(W)     ADJUSTED  
 FB2628* NAVD 88     -       534.3    (meters)    1753.     (feet)  VERTCON   
 FB2628  ___________________________________________________________________
 FB2628  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 FB2628  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FB2628
 FB2628  HORZ ORDER  -  THIRD
 FB2628
 FB2628.The horizontal coordinates were established by classical geodetic methods
 FB2628.and adjusted by the National Geodetic Survey in April 1999..
 FB2628
 FB2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2628
 FB2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2628
 FB2628.The geoid height was determined by GEOID03.
 FB2628
 FB2628;                    North         East     Units Scale Factor Converg.
 FB2628;SPC TN       -   160,112.124   825,830.582   MT  0.99994946   +1 27 43.1
 FB2628;SPC TN       -   525,301.19  2,709,412.50   sFT  0.99994946   +1 27 43.1
 FB2628;UTM  17      - 3,959,162.278   273,699.716   MT  1.00023110   -1 27 46.4
 FB2628
 FB2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2628!SPC TN       -   0.99992083  x   0.99994946  =   0.99987030
 FB2628!UTM  17      -   0.99992083  x   1.00023110  =   1.00015191
 FB2628
 FB2628                          SUPERSEDED SURVEY CONTROL
 FB2628
 FB2628  NAD 83(1995)-  35 45 01.73019(N)    083 30 09.98271(W) AD(       ) 4
 FB2628  NAD 83(1986)-  35 45 01.72371(N)    083 30 09.98664(W) AD(       ) 4
 FB2628  NAD 27      -  35 45 01.38769(N)    083 30 10.40674(W) AD(       ) 3
 FB2628  NGVD 29 (07/19/86)  534.4    (m)         1753.     (f) VERT ANG       
 FB2628
 FB2628.Superseded values are not recommended for survey control.
 FB2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2628.See file dsdata.txt to determine how the superseded data were derived.
 FB2628
 FB2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7370059162(NAD 83)
 FB2628_MARKER: DD = SURVEY DISK
 FB2628_SETTING: 0 = UNSPECIFIED SETTING
 FB2628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2628
 FB2628  HISTORY     - Date     Condition        Report By
 FB2628  HISTORY     - 1963     MONUMENTED       USGS
 FB2628
 FB2628                          STATION DESCRIPTION
 FB2628
 FB2628'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2628'GATLINBURG, 3.1 MI N. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO S.
 FB2628'END OF TUNNEL, CONTINUE 0.5 MI TO T-RD. W., TURN W. (LEFT)  AND GO
 FB2628'0.3 MI S. ON SECONDARY RD. BETWEEN DIVIDED HIGHWAY AND E. SIDE OF
 FB2628'CREEK TO OVERPASS, CONTINUE 1.0 MI TO CHURCH, CONTINUE 0.2 MI TO
 FB2628'T-RD., TURN SHARPLY NW. (LEFT) AND GO 0.1 MI TO CEMETERY ON RIGHT,
 FB2628'CONTINUE 0.2 MI TO CROSSROADS, TURN N. (RIGHT) FOR ABOUT 0.1 MI
 FB2628'TO STATION ON RIGHT, 338 FT E. OF N.-S. WOODSLINE AT TRAIL W., 312 FT
 FB2628'SE. OF LARGE BOULDER IN CLEARING, 251 FT NE. OF CROSSROADS, 100 FT
 FB2628'E. OF SADDLE, 32 FT N. OF TREE WITH METAL WITNESS TAG, 7 FT S. OF
 FB2628'CENTERLINE OF FIELD RD., IN CONCRETE POST PROJECTING 2-IN., STANDARD
 FB2628'DISK STAMPED---ET 40 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2502 ***********************************************************************
 FB2502  DESIGNATION -  ET 41 WCE
 FB2502  PID         -  FB2502
 FB2502  STATE/COUNTY-  TN/COCKE
 FB2502  USGS QUAD   -  JONES COVE (1978)
 FB2502
 FB2502                         *CURRENT SURVEY CONTROL
 FB2502  ___________________________________________________________________
 FB2502* NAD 83(1995)-  35 46 19.47389(N)    083 15 22.60915(W)     ADJUSTED  
 FB2502* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 FB2502  ___________________________________________________________________
 FB2502  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 FB2502  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FB2502
 FB2502  HORZ ORDER  -  THIRD
 FB2502
 FB2502.The horizontal coordinates were established by classical geodetic methods
 FB2502.and adjusted by the National Geodetic Survey in April 1999..
 FB2502.No horizontal observational check was made to the station.
 FB2502
 FB2502.The orthometric height was scaled from a topographic map.
 FB2502
 FB2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2502
 FB2502.The geoid height was determined by GEOID03.
 FB2502
 FB2502;                    North         East     Units Scale Factor Converg.
 FB2502;SPC TN       -   163,104.231   848,048.618   MT  0.99994898   +1 36 22.6
 FB2502;SPC TN       -   535,117.80  2,782,306.17   sFT  0.99994898   +1 36 22.6
 FB2502;UTM  17      - 3,961,017.032   296,046.450   MT  1.00011260   -1 19 09.8
 FB2502
 FB2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2502!SPC TN       -   0.99990972  x   0.99994898  =   0.99985871
 FB2502!UTM  17      -   0.99990972  x   1.00011260  =   1.00002231
 FB2502
 FB2502                          SUPERSEDED SURVEY CONTROL
 FB2502
 FB2502  NAD 83(1995)-  35 46 19.48024(N)    083 15 22.61092(W) AD(       ) 3
 FB2502  NAD 83(1986)-  35 46 19.48561(N)    083 15 22.60931(W) AD(       ) 3
 FB2502  NAD 27      -  35 46 19.14134(N)    083 15 23.05008(W) AD(       ) 3
 FB2502
 FB2502.Superseded values are not recommended for survey control.
 FB2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2502.See file dsdata.txt to determine how the superseded data were derived.
 FB2502
 FB2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9604661017(NAD 83)
 FB2502_MARKER: DD = SURVEY DISK
 FB2502_SETTING: 0 = UNSPECIFIED SETTING
 FB2502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2502
 FB2502  HISTORY     - Date     Condition        Report By
 FB2502  HISTORY     - 1963     MONUMENTED       USGS
 FB2502
 FB2502                          STATION DESCRIPTION
 FB2502
 FB2502'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2502'COSBY, 2.05 MI SW. OF POST OFFICE ALONG TENNESSEE STATE HIGHWAY 73
 FB2502'TO T-RD. S. (AT LAUREL SPRINGS CHRISTIAN CHRUCH), THENCE S. (LEFT)
 FB2502'0.2 MI TO T-RD. N., THENCE E. (LEFT) 264 FT TO STATION ON RIGHT, 48.5
 FB2502'FT S. OF ROCK FENCE CORNER AT SE. CORNER OF FIELD, 29 FT S. OF
 FB2502'CENTERLINE OF RD., 87 FT S. OF BEND IN RD., 8 FT S. OF METAL WITNESS
 FB2502'TAG ON 8-IN. OAK TREE, IN TOP OF LARGE GRANITE BOULDER PROJECTING
 FB2502'4 FT, STANDARD DISK STAMPED---ET 41 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2639 ***********************************************************************
 FB2639  DESIGNATION -  ET 42 WCE
 FB2639  PID         -  FB2639
 FB2639  STATE/COUNTY-  TN/BLOUNT
 FB2639  USGS QUAD   -  CALDERWOOD (1964)
 FB2639
 FB2639                         *CURRENT SURVEY CONTROL
 FB2639  ___________________________________________________________________
 FB2639* NAD 83(1995)-  35 30 26.04789(N)    083 59 10.05292(W)     ADJUSTED  
 FB2639* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 FB2639  ___________________________________________________________________
 FB2639  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 FB2639  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FB2639
 FB2639  HORZ ORDER  -  THIRD
 FB2639
 FB2639.The horizontal coordinates were established by classical geodetic methods
 FB2639.and adjusted by the National Geodetic Survey in April 1999..
 FB2639.No horizontal observational check was made to the station.
 FB2639
 FB2639.The orthometric height was scaled from a topographic map.
 FB2639
 FB2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2639
 FB2639.The geoid height was determined by GEOID03.
 FB2639
 FB2639;                    North         East     Units Scale Factor Converg.
 FB2639;SPC TN       -   132,123.267   782,681.828   MT  0.99996458   +1 10 44.4
 FB2639;SPC TN       -   433,474.42  2,567,848.63   sFT  0.99996458   +1 10 44.4
 FB2639;UTM  17      - 3,933,397.248   229,163.066   MT  1.00050404   -1 44 07.5
 FB2639;UTM  16      - 3,933,473.878   773,354.426   MT  1.00052093   +1 45 05.6
 FB2639
 FB2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2639!SPC TN       -   0.99993747  x   0.99996458  =   0.99990205
 FB2639!UTM  17      -   0.99993747  x   1.00050404  =   1.00044148
 FB2639!UTM  16      -   0.99993747  x   1.00052093  =   1.00045836
 FB2639
 FB2639                          SUPERSEDED SURVEY CONTROL
 FB2639
 FB2639  NAD 83(1995)-  35 30 26.05176(N)    083 59 10.06391(W) AD(       ) 3
 FB2639  NAD 83(1986)-  35 30 26.05049(N)    083 59 10.06184(W) AD(       ) 3
 FB2639  NAD 27      -  35 30 25.73020(N)    083 59 10.45173(W) AD(       ) 3
 FB2639
 FB2639.Superseded values are not recommended for survey control.
 FB2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2639.See file dsdata.txt to determine how the superseded data were derived.
 FB2639
 FB2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2916333397(NAD 83)
 FB2639_MARKER: DD = SURVEY DISK
 FB2639_SETTING: 0 = UNSPECIFIED SETTING
 FB2639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2639
 FB2639  HISTORY     - Date     Condition        Report By
 FB2639  HISTORY     - 1963     MONUMENTED       USGS
 FB2639
 FB2639                          STATION DESCRIPTION
 FB2639
 FB2639'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2639'CALDERWOOD, 0.1 MI N. OF CALDERWOOD STORE ALONG RD. TO T-RD. NE.,
 FB2639'TURN NE. (RIGHT) FOR 0.7 MI TO T-RD. SW., TURN SE. (RIGHT) ON U. S.
 FB2639'HIGHWAY 129 FOR 0.8 MI TO T-RD. SW., TURN SW (RIGHT) ON WOODS RD.
 FB2639'FOR 0.1 MI TO CROSSROADS IN SADDLE, TURN N. (RIGHT) ON WOODS RD. FOR
 FB2639'0.1 MI TO STEEL FOUR-LEGGED TRANSMISSION TOWER, 21.3 FT SSE. OF
 FB2639'CENTERLINE OF TOWER, 52.5 FT NW. OF WITNESS TAG ON PINE TREE, IN S.
 FB2639'CORNER OF S. CONCRETE BASE FOR S. LEG OF TOWER PROJECTING 1.5 FT
 FB2639'ABOVE GROUND, STANDARD DISK STAMPED---ET 42 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2377 ***********************************************************************
 FB2377  DESIGNATION -  ET 50 WCE
 FB2377  PID         -  FB2377
 FB2377  STATE/COUNTY-  TN/BLOUNT
 FB2377  USGS QUAD   -  TAPOCO (1978)
 FB2377
 FB2377                         *CURRENT SURVEY CONTROL
 FB2377  ___________________________________________________________________
 FB2377* NAD 83(1995)-  35 28 55.30798(N)    083 56 00.73463(W)     ADJUSTED  
 FB2377* NAVD 88     -       551.872  (meters)    1810.60   (feet)  ADJUSTED  
 FB2377  ___________________________________________________________________
 FB2377  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 FB2377  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FB2377  DYNAMIC HT  -         551.336 (meters)    1808.84  (feet)  COMP
 FB2377  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 FB2377
 FB2377  HORZ ORDER  -  THIRD
 FB2377  VERT ORDER  -  FIRST     CLASS II
 FB2377
 FB2377.The horizontal coordinates were established by classical geodetic methods
 FB2377.and adjusted by the National Geodetic Survey in April 1999..
 FB2377.No horizontal observational check was made to the station.
 FB2377
 FB2377.The orthometric height was determined by differential leveling
 FB2377.and adjusted by the National Geodetic Survey in June 1991..
 FB2377
 FB2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2377
 FB2377.The geoid height was determined by GEOID03.
 FB2377
 FB2377.The dynamic height is computed by dividing the NAVD 88
 FB2377.geopotential number by the normal gravity value computed on the
 FB2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2377.degrees latitude (g = 980.6199 gals.).
 FB2377
 FB2377.The modeled gravity was interpolated from observed gravity values.
 FB2377
 FB2377;                    North         East     Units Scale Factor Converg.
 FB2377;SPC TN       -   129,426.884   787,510.551   MT  0.99996716   +1 12 35.2
 FB2377;SPC TN       -   424,628.04  2,583,690.87   sFT  0.99996716   +1 12 35.2
 FB2377;SPC NC       -   203,256.509   162,122.401   MT  0.99988064   -2 50 51.0
 FB2377;SPC NC       -   666,850.73    531,896.58   sFT  0.99988064   -2 50 51.0
 FB2377;UTM  17      - 3,930,457.340   233,850.920   MT  1.00047302   -1 42 13.6
 FB2377;UTM  16      - 3,930,824.315   778,212.598   MT  1.00055396   +1 46 51.8
 FB2377
 FB2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2377!SPC TN       -   0.99991797  x   0.99996716  =   0.99988513
 FB2377!SPC NC       -   0.99991797  x   0.99988064  =   0.99979862
 FB2377!UTM  17      -   0.99991797  x   1.00047302  =   1.00039095
 FB2377!UTM  16      -   0.99991797  x   1.00055396  =   1.00047188
 FB2377
 FB2377                          SUPERSEDED SURVEY CONTROL
 FB2377
 FB2377  NAD 83(1995)-  35 28 55.31127(N)    083 56 00.74274(W) AD(       ) 3
 FB2377  NAD 83(1995)-  35 28 55.31189(N)    083 56 00.74521(W) AD(       ) 3
 FB2377  NAD 83(1986)-  35 28 55.31113(N)    083 56 00.74337(W) AD(       ) 3
 FB2377  NAD 27      -  35 28 54.98846(N)    083 56 01.13823(W) AD(       ) 3
 FB2377  NGVD 29 (12/12/91)  551.983  (m)         1810.96   (f) ADJUSTED    1 2
 FB2377
 FB2377.Superseded values are not recommended for survey control.
 FB2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2377.See file dsdata.txt to determine how the superseded data were derived.
 FB2377
 FB2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3385130457(NAD 83)
 FB2377_MARKER: DD = SURVEY DISK
 FB2377_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FB2377_SP_SET: ROCK WALL
 FB2377_STAMPING: ET 50 WCE 1963
 FB2377_MARK LOGO: USGS  
 FB2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2377+STABILITY: SURFACE MOTION
 FB2377
 FB2377  HISTORY     - Date     Condition        Report By
 FB2377  HISTORY     - 1963     MONUMENTED       USGS
 FB2377  HISTORY     - 1983     GOOD             NGS
 FB2377
 FB2377                          STATION DESCRIPTION
 FB2377
 FB2377'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2377'DEALS GAP, 1.6 MI N. OF NORTH CAROLINA-TENNESSEE STATE LINE, ALONG
 FB2377'U. S. HIGHWAY 129 TO OVERLOOK AND STATION, 53 FT NW. OF ALCOA
 FB2377'SIGN, 25 FT SE. OF METAL WITNESS SIGN ON PINE TREE ON SW. SIDE OF
 FB2377'HWY., 20.5 FT SW. OF CENTERLINE OF HWY., IN TOP OF NW. END OF ROCK
 FB2377'RETAINING WALL ABOUT 2 FT HIGH, STANDARD DISK STAMPED---ET 50
 FB2377'WCE 1963---.
 FB2377
 FB2377                          STATION RECOVERY (1983)
 FB2377
 FB2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2377'3.4 KM (2.2 MI) NW FROM DEALS GAP NC.
 FB2377'3.4 KM (2.2 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE JUNCTION OF
 FB2377'STATE HIGHWAY 28 IN DEALS GAP, NC, TO THE MARK ON THE LEFT, IN TOP OF
 FB2377'A ROCK WALL AT EST END OF A SCENIC OVERLOOK, 6.70 METERS (22.0 FT) OF
 FB2377'THE CENTERLINE OF THE HIGHWAY, 0.40 METER (1.3 FT) OF THE NORTHWEST
 FB2377'END OF THE ROCK WALL.
 FB2377'THE MARK IS 0.57 METERS  SE FROM A WITNESS POST.
 FB2377'THE MARK IS 0.64 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3565 ***********************************************************************
 GA3565  DESIGNATION -  ET 9
 GA3565  PID         -  GA3565
 GA3565  STATE/COUNTY-  TN/UNION
 GA3565  USGS QUAD   -  WHITE HOLLOW (1986)
 GA3565
 GA3565                         *CURRENT SURVEY CONTROL
 GA3565  ___________________________________________________________________
 GA3565* NAD 83(1995)-  36 22 20.05118(N)    083 53 35.75884(W)     ADJUSTED  
 GA3565* NAVD 88     -       508.8    (meters)    1669.     (feet)  VERTCON   
 GA3565  ___________________________________________________________________
 GA3565  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GA3565  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GA3565
 GA3565  HORZ ORDER  -  SECOND
 GA3565
 GA3565.The horizontal coordinates were established by classical geodetic methods
 GA3565.and adjusted by the National Geodetic Survey in April 1999..
 GA3565
 GA3565.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3565
 GA3565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3565
 GA3565.The geoid height was determined by GEOID03.
 GA3565
 GA3565;                    North         East     Units Scale Factor Converg.
 GA3565;SPC TN       -   228,253.156   789,038.168   MT  0.99999242   +1 14 00.1
 GA3565;SPC TN       -   748,860.56  2,588,702.72   sFT  0.99999242   +1 14 00.1
 GA3565;UTM  17      - 4,029,124.610   240,434.729   MT  1.00043019   -1 43 00.3
 GA3565
 GA3565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3565!SPC TN       -   0.99992493  x   0.99999242  =   0.99991735
 GA3565!UTM  17      -   0.99992493  x   1.00043019  =   1.00035509
 GA3565
 GA3565:                Primary Azimuth Mark                     Grid Az
 GA3565:SPC TN       -  ET 20                                    144 15 08.9
 GA3565:UTM  17      -  ET 20                                    147 12 09.3
 GA3565
 GA3565|---------------------------------------------------------------------|
 GA3565| PID    Reference Object                     Distance      Geod. Az  |
 GA3565|                                                           dddmmss.s |
 GA3565| GA3562 ET 20                               APPROX.14.9 KM 1452909.0 |
 GA3565| DB9290 ET 9 RM 1                            15.999 METERS 17714     |
 GA3565| DB9289 ET 9 AZ MK                                         2723157.9 |
 GA3565| DB9291 ET 9 RM 2                            16.084 METERS 27244     |
 GA3565|---------------------------------------------------------------------|
 GA3565
 GA3565                          SUPERSEDED SURVEY CONTROL
 GA3565
 GA3565  NAD 83(1995)-  36 22 20.05460(N)    083 53 35.76056(W) AD(       ) 2
 GA3565  NAD 83(1995)-  36 22 20.05614(N)    083 53 35.75830(W) AD(       ) 2
 GA3565  NAD 83(1995)-  36 22 20.05960(N)    083 53 35.76196(W) AD(       ) 2
 GA3565  NAD 83(1986)-  36 22 20.06282(N)    083 53 35.76082(W) AD(       ) 2
 GA3565  NAD 27      -  36 22 19.76939(N)    083 53 36.05564(W) AD(       ) 2
 GA3565  NGVD 29 (07/19/86)  508.9    (m)         1670.     (f) VERT ANG       
 GA3565
 GA3565.Superseded values are not recommended for survey control.
 GA3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3565.See file dsdata.txt to determine how the superseded data were derived.
 GA3565
 GA3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4043529125(NAD 83)
 GA3565_MARKER: DD = SURVEY DISK
 GA3565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3565
 GA3565  HISTORY     - Date     Condition        Report By
 GA3565  HISTORY     - 1964     MONUMENTED       TNHD
 GA3565
 GA3565                          STATION DESCRIPTION
 GA3565
 GA3565'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3565'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF MAYNARDVILLE AND IN
 GA3565'THE CENTRAL PENINSULA
 GA3565'WILDLIFE MANAGEMENT AREA, ON THE PROPERTY OF THE
 GA3565'TENNESSEE FORESTRY SERVICE AT FIRE
 GA3565'TOWER NO.  ET9.
 GA3565'
 GA3565'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA3565'NORTHEAST ON STATE
 GA3565'ROUTE 33 FOR 7.65 MILES TO THE SOUTH END OF THE BRIDGE OVER
 GA3565'CLINCH RIVER (NORRIS
 GA3565'LAKE), CONTINUE FOR 1.45 MILES TO AN OIL ROAD ON
 GA3565'THE LEFT AND A SIGN FIRE TOWER, TURN
 GA3565'LEFT AND GO 1.3 MILES TO A T
 GA3565'JUNCTION JUST AFTER CROSSING A SMALL CONCRETE BRIDGE,
 GA3565'TURN LEFT AND GO
 GA3565'3.5 MILES TO A SIDE ROAD TO THE RIGHT, CONTINUE STRAIGHT AHEAD FOR
 GA3565'1.3 MILES TO A
 GA3565'GRAVELED ROAD STRAIGHT AHEAD AND THE OIL ROAD TURNS
 GA3565'RIGHT, TURN RIGHT AND GO 1.0 MILE
 GA3565'TO THE END OF THE OIL ROAD AND A
 GA3565'FORK, KEEP LEFT AND GO 1.0 MILE TO A CROSS ROAD AND
 GA3565'BEASON-SHARP
 GA3565'GROCERY STORE ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A
 GA3565'Y JUNCTION AT C.C.
 GA3565'CAMPBELL GROCERY STORE, KEEP RIGHT AND GO 0.05
 GA3565'MILE TO A Y JUNCTION, KEEP RIGHT AND
 GA3565'GO 0.8 MILE TO A Y JUNCTION AND
 GA3565'A SIGN FIRE TOWER, KEEP LEFT, UP HILL, AND GO 0.5 MILE
 GA3565'TO A SIDE ROAD
 GA3565'LEFT AND SIGN FIRE TOWER AND AZIMUTH ON THE RIGHT, TURN LEFT AND GO
 GA3565'0.1 MILE TO THE
 GA3565'STATION AND THE FIRE TOWER.
 GA3565'
 GA3565'THE STATION IS 29 FEET NORTH OF A POLE FENCE AROUND FIRE TOWER AND
 GA3565'2.1 FEET WEST OF A
 GA3565'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA3565'STANDARD TENNESSEE HIGHWAY
 GA3565'DEPARTMENT DISK AND ARE STAMPED ET9 1964.
 GA3565'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GA3565'THE SURFACE.  THE
 GA3565'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3565'MONUMENT.
 GA3565'
 GA3565'REFERENCE MARK NO. 1 IS SET DIRECTLY UNDER THE CENTER OF FIRE TOWER
 GA3565'NO. ET9.  IT IS A STANDARD
 GA3565'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3565'SQUARE, FLUSH, CONCRETE MONUMENT
 GA3565'AND THE DISK IS STAMPED ET9 RM-1
 GA3565'1964.
 GA3565'
 GA3565'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF A POLE FENCE AND 9 FEET
 GA3565'SOUTH OF AN 8-INCH TREE.
 GA3565'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3565'IN A 10-INCH SQUARE, FLUSH,
 GA3565'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3565'ET9 RM-2 1964.
 GA3565'
 GA3565'THE AZIMUTH MARK IS 43 FEET SOUTH OF A SIGN FIRE TOWER, 18 FEET WEST
 GA3565'OF POWER POLE NO.
 GA3565'482, 16 FEET EAST OF THE APPROXIMATE CENTER OF A
 GA3565'GRAVELED ROAD AND 6.1 FEET SOUTH OF A
 GA3565'WITNESS POST.  IT IS A STANDARD
 GA3565'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3565'SQUARE, FLUSH,
 GA3565'CONCRETE MONUMENT AND THE DISK IS STAMPED ET9 AZI 1964.
 GA3565'
 GA3565'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GA3565'
 GA3565'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1478 ***********************************************************************
 GD1478  DESIGNATION -  ETHEL
 GD1478  PID         -  GD1478
 GD1478  STATE/COUNTY-  TN/BENTON
 GD1478  USGS QUAD   -  BRUCETON (1987)
 GD1478
 GD1478                         *CURRENT SURVEY CONTROL
 GD1478  ___________________________________________________________________
 GD1478* NAD 83(1995)-  36 02 33.29876(N)    088 11 48.18579(W)     ADJUSTED  
 GD1478* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 GD1478  ___________________________________________________________________
 GD1478  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GD1478  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD1478
 GD1478  HORZ ORDER  -  SECOND
 GD1478
 GD1478.The horizontal coordinates were established by classical geodetic methods
 GD1478.and adjusted by the National Geodetic Survey in April 1999..
 GD1478
 GD1478.The orthometric height was scaled from a topographic map.
 GD1478
 GD1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1478
 GD1478.The geoid height was determined by GEOID03.
 GD1478
 GD1478;                    North         East     Units Scale Factor Converg.
 GD1478;SPC TN       -   191,861.668   402,067.843   MT  0.99995500   -1 17 09.8
 GD1478;SPC TN       -   629,466.16  1,319,117.58   sFT  0.99995500   -1 17 09.8
 GD1478;UTM  16      - 3,989,334.014   392,198.208   MT  0.99974319   -0 42 15.1
 GD1478
 GD1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1478!SPC TN       -   0.99997730  x   0.99995500  =   0.99993230
 GD1478!UTM  16      -   0.99997730  x   0.99974319  =   0.99972050
 GD1478
 GD1478|---------------------------------------------------------------------|
 GD1478| PID    Reference Object                     Distance      Geod. Az  |
 GD1478|                                                           dddmmss.s |
 GD1478| CG4021 ETHEL RM 1                           33.784 METERS 07757     |
 GD1478| CG4020 ETHEL AZ MK                                        1553421.3 |
 GD1478| CG4022 ETHEL RM 2                           34.186 METERS 17159     |
 GD1478| FE2219 SMOTHERS                            APPROX. 9.5 KM 1803455.3 |
 GD1478| GD1477 BRUCETON MUNICIPAL TANK             APPROX. 4.4 KM 2573733.1 |
 GD1478|---------------------------------------------------------------------|
 GD1478
 GD1478                          SUPERSEDED SURVEY CONTROL
 GD1478
 GD1478  NAD 83(1995)-  36 02 33.30091(N)    088 11 48.19250(W) AD(       ) 2
 GD1478  NAD 83(1995)-  36 02 33.30066(N)    088 11 48.19258(W) AD(       ) 2
 GD1478  NAD 83(1986)-  36 02 33.30851(N)    088 11 48.18622(W) AD(       ) 2
 GD1478  NAD 27      -  36 02 33.09400(N)    088 11 48.03700(W) AD(       ) 2
 GD1478
 GD1478.Superseded values are not recommended for survey control.
 GD1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1478.See file dsdata.txt to determine how the superseded data were derived.
 GD1478
 GD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9219889334(NAD 83)
 GD1478_MARKER: DS = TRIANGULATION STATION DISK
 GD1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1478
 GD1478  HISTORY     - Date     Condition        Report By
 GD1478  HISTORY     - 1934     MONUMENTED       CGS
 GD1478  HISTORY     - 1955     GOOD             TVA
 GD1478  HISTORY     - 1968     GOOD             CGS
 GD1478  HISTORY     - 1969     GOOD             CGS
 GD1478  HISTORY     - 1971     GOOD             LOCENG
 GD1478
 GD1478                          STATION DESCRIPTION
 GD1478
 GD1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1478'ABOUT 0.5 MILE NORTH OF SAWYER, 2.5 MILES WEST OF CAMDEN, AND ON
 GD1478'PROPERTY OF MRS. ETHEL JOHNSON.  TO REACH FROM JUNCTION OF ZACH
 GD1478'RURAL ROAD AND ROUTE 70 IN SAWYER, GO NORTH 0.5 MILE ON ZACH RURAL
 GD1478'ROAD TO ROAD
 GD1478'FORK TO RIGHT WHICH INTERSECTS WITH OLD STAGE ROAD.
 GD1478'STATION IS 125 YARDS NORTH OF ZACH RURAL ROAD, ABOUT 8 FEET HIGHER
 GD1478'THAN AND 36 FEET NORTH OF CENTER OF OLD STAGE ROAD, AND 15.9 FEET
 GD1478'WEST-NORTHWEST OF 12-INCH OAK TREE WITH TRIANGULAR BLAZE.
 GD1478'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GD1478'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GD1478'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 18 FEET
 GD1478'NORTH OF CENTER LINE OF ROAD, 13.6 FEET SOUTH-SOUTHWEST OF TRIPLE
 GD1478'OAK, AND IS 111.05 FEET FROM STATION N 77 DEG 57 MIN E.
 GD1478'NO. 2 IS 12 FEET EAST OF CENTER OF DIRT ROAD, ABOUT 75 FEET SOUTH OF
 GD1478'OLD STAGE ROAD, AND 112.25 FEET FROM STATION S 08 DEG 01 MIN E.
 GD1478'AZIMUTH MARK, PROJECTING 8 INCHES ABOVE GROUND, IS ON
 GD1478'GROUNDS OF THE ZACH SCHOOL IN SAWYERS, 8 FEET NORTHWEST OF NORTHEAST
 GD1478'CORNER OF
 GD1478'BUILDING, AND 0.3 MILE FROM STATION S 24 DEG 25 MIN E.
 GD1478'BRUCETON, MUNICIPAL WATER TANK BLACK, IS ABOUT 3 MILES FROM
 GD1478'STATION S 77 DEG 38 MIN W.
 GD1478
 GD1478                          STATION RECOVERY (1955)
 GD1478
 GD1478'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GD1478'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  AZIMUTH MARK
 GD1478'BELIEVED DESTROYED BY MINING OF SAND IN AREA.
 GD1478'
 GD1478'SIGNS WERE SET AT STATION MARK AND R.M. 2 ONE FOOT S OF THE MARKS AND
 GD1478'AT R.M. 1 ONE FOOT W OF THE MARK.
 GD1478'
 GD1478'THE 12-INCH OAK TREE IS GONE.
 GD1478
 GD1478                          STATION RECOVERY (1968)
 GD1478
 GD1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1478'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1478'RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE AND THOROUGH
 GD1478'SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND.  THE
 GD1478'OLD ZACH SCHOOL IS NOW A CLUB HOUSE FOR A PRIVATE CLUB, AND A
 GD1478'DRAG STRIP HAS BEEN LEVELED BEHIND THE BUILDING, AND IT IS ASSUMED
 GD1478'THAT THE MARK WAS DESTROYED AT THE TIME THE GRADING WAS DONE.
 GD1478'
 GD1478'DUE TO CHANGES IN ROADS AND PROPERTY OWNERSHIP, THE ORIGINAL
 GD1478'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1478'DESCRIPTION.
 GD1478'
 GD1478'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF CAMDEN, 0.5 OF A MILE
 GD1478'NORTH OF THE SMALL COMMUNITY OF SAWYER, AND IN A SMALL FENCED
 GD1478'CLEARING ON THE PROPERTY OF CHRISTINE WEATHERLY.
 GD1478'
 GD1478'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE BENTON COUNTY
 GD1478'COURTHOUSE SQUARE IN CAMDEN, GO WESTERLY ON U.S. HIGHWAY 70 FOR 5.8
 GD1478'MILES TO THE PLEASANT RIDGE BAPTIST CHURCH ON THE LEFT AND A PAVED
 GD1478'ROAD ON THE RIGHT IN THE SMALL COMMUNITY OF SAWYER.  HERE TURN
 GD1478'RIGHT ON THE PAVED ROAD AND GO NORTHWESTERLY FOR 0.5 OF A MILE TO A
 GD1478'GRAVEL ROAD ANGLING RIGHT, CONTINUE NORTHWESTERLY ON PAVED ROAD FOR
 GD1478'0.05 OF A MILE TO A GRAVEL ROAD SHARP RIGHT AND A HOUSE IN THE
 GD1478'NORTHWEST ANGLE.  HERE TURN SHARP RIGHT AND GO NORTHEASTERLY ON THE
 GD1478'GRAVELED ROAD FOR 0.05 OF A MILE TO THE STATION ON THE LEFT IN A
 GD1478'SMALL FENCED CLEARING AS DESCRIBED.
 GD1478'
 GD1478'THE STATION IS 100 FEET EAST-NORTHEAST OF A SOUTHWEST FENCE CORNER
 GD1478'POST, 90 FEET WEST OF A SOUTHEAST FENCE CORNER POST, 44 FEET NORTH
 GD1478'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF GRAVELED ROADS AT A
 GD1478'Y, 34 FEET SOUTH OF THE NORTH EDGE OF THE WOODS, 10 FEET NORTH OF A
 GD1478'WOVEN WIRE FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST
 GD1478'AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1478'CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED
 GD1478'ETHEL 1934.
 GD1478'
 GD1478'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION IN A THICKET OF
 GD1478'SAPLINGS, 23 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1478'ROAD, 23 FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED WHITE OAK TREE,
 GD1478'15.5 FEET EAST-NORTHEAST OF A SOUTHEAST FENCE CORNER POST, AND 0.9
 GD1478'OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1478'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1478'THAT PROJECTS 10 INCHES AND THE DISK IS STAMPED ETHEL NO 1 1934.
 GD1478'
 GD1478'REFERENCE MARK NO. 2 IS ACROSS THE GRAVELED ROAD SOUTH OF THE
 GD1478'STATION, 75 FEET SOUTH OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GD1478'OF THE GRAVELED ROADS AT THE Y, 21.5 FEET NORTH OF A 16-INCH,
 GD1478'TRIANGLE BLAZED, BLACK OAK TREE, 11 FEET EAST OF THE
 GD1478'APPROXIMATE CENTER OF THE GRAVELED ROAD NORTH-SOUTH LEG OF Y, AND
 GD1478'0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1478'STANDARD DISK SET IN THE TOP OF A 12- INCH, ROUND, CONCRETE MONUMENT
 GD1478'THAT PROJECTS 10 INCHES AND THE DISK IS STAMPED ETHEL NO 2 1934.
 GD1478'
 GD1478'DUE TO A THICK GROWTH OF TREES ON LINE, THE REFERENCE MARKS COULD
 GD1478'NOT BE MEASURED BETWEEN.
 GD1478'
 GD1478'DUE TO VERY TALL TIMBER JUST NORTH OF THE STATION SITE, IT WILL BE
 GD1478'DIFFICULT TO MAKE POLARIS OBSERVATIONS FOR ESTABLISHING A NEW
 GD1478'AZIMUTH MARK.
 GD1478'
 GD1478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5.5 MILES
 GD1478'WEST OF CAMDEN.
 GD1478
 GD1478                          STATION RECOVERY (1969)
 GD1478
 GD1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1478'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1478'RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE AND THOROUGH
 GD1478'SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND.
 GD1478'THE OLD ZACK SCHOOL IS NOW A CLUB HOUSE FOR A PRIVATE CLUB, AND A
 GD1478'DRAG STRIP HAS BEEN LEVELED BEHIND THE BUILDING, AND IT IS
 GD1478'ASSUMED THAT THE MARK WAS DESTROYED AT THE TIME THIS GRADING WAS
 GD1478'DONE.  NO NEW AZIMUTH MARK WAS ESTABLISHED.  THE STATION WAS
 GD1478'OCCUPIED AND THE HORIZONTAL ANGLE BETWEEN THE REFERENCE MARKS
 GD1478'OBSERVED.  VERTICAL ANGLES WERE OBSERVED BETWEEN THE STATION AND
 GD1478'THE REFERENCE MARKS, AND BETWEEN THE REFERENCE MARKS FOR USE IN
 GD1478'COMPUTING THE HORIZONTAL DISTANCES FROM SLOPE MEASUREMENTS.  IN
 GD1478'COMPUTING THESE HORIZONTAL DISTANCES A DISCREPANCY OF - 0.21
 GD1478'OF A FOOT WAS NOTED BETWEEN THE STATION AND REFERENCE MARK NO. 1
 GD1478'AND - 0.09 OF A FOOT BETWEEN THE STATION AND REFERENCE MARK NO.
 GD1478'2.
 GD1478'
 GD1478'DUE TO CHANGES IN ROADS AND PROPERTY OWNERSHIP, THE ORIGINAL
 GD1478'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1478'DESCRIPTION.
 GD1478'
 GD1478'THE STATION IS ABOUT 2.5 MILES WEST OF CAMDEN, 0.5 OF A MILE NORTH OF
 GD1478'THE SMALL COMMUNITY OF SAWYER, AND IN A SMALL FENCED CLEARING ON THE
 GD1478'PROPERTY OF CHRISTINE WEATHERLY.
 GD1478'
 GD1478'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE BENTON COUNTY
 GD1478'COURTHOUSE SQUARE IN CAMDEN, GO WESTERLY ON U.S. HIGHWAY 70 FOR 5.8
 GD1478'MILES TO THE PLEASANT RIDGE BAPTIST CHURCH ON THE LEFT AND A PAVED
 GD1478'ROAD ON THE RIGHT IN THE SMALL COMMUNITY OF SAWYER.  HERE TURN
 GD1478'RIGHT ON THE PAVED ROAD AND GO NORTHWESTERLY FOR 0.5 OF A MILE TO A
 GD1478'GRAVELED ROAD ANGLING RIGHT, CONTINUE NORTHWESTERLY ON THE PAVED ROAD
 GD1478'FOR 0.05 OF A MILE TO A GRAVELED ROAD SHARP RIGHT AND A HOUSE IN THE
 GD1478'NORTHWEST ANGLE.  HERE TURN SHARP RIGHT AND GO NORTHEASTERLY ON THE
 GD1478'GRAVELED ROAD FOR 0.05 OF A MILE TO THE STATION ON THE LEFT IN A
 GD1478'SMALL FENCED CLEARING AS DESCRIBED.
 GD1478'
 GD1478'THE STATION IS 100 FEET EAST-NORTHEAST OF A SOUTHWEST FENCE CORNER
 GD1478'POST, 90 FEET WEST OF A SOUTHEAST FENCE CORNER POST, 44 FEET NORTH
 GD1478'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF GRAVELED ROADS AT A
 GD1478'Y, 34 FEET SOUTH OF THE NORTH EDGE OF A WOODS, 10 FEET NORTH OF A
 GD1478'WOVEN WIRE FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 GD1478'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1478'CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS
 GD1478'STAMPED ETHEL 1934.
 GD1478'
 GD1478'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION IN A THICKET
 GD1478'OF SAPLINGS, 23 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1478'ROAD, 23 FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED WHITE OAK TREE,
 GD1478'15.5 FEET EAST-NORTHEAST OF A SOUTHEAST FENCE CORNER POST, AND 0.9 OF
 GD1478'A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1478'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1478'PROJECTS 10 INCHES AND THE DISK IS STAMPED ETHEL NO 1 1934.
 GD1478'
 GD1478'REFERENCE MARK NO. 2 IS ACROSS THE GRAVELED ROAD SOUTH OF THE
 GD1478'STATION, 75 FEET SOUTH OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GD1478'OF THE GRAVELED ROADS AT THE Y, 21.5 FEET NORTH OF A 16-INCH,
 GD1478'TRIANGLE BLAZED BLACK OAK TREE, 11 FEET EAST OF THE
 GD1478'APPROXIMATE CENTER OF THE GRAVELED ROAD OF THE NORTH-SOUTH LEG OF
 GD1478'THE Y, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 GD1478'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1478'MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS STAMPED ETHEL NO
 GD1478'2 1934.
 GD1478'
 GD1478'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1478'REFERENCE MARK NO. 2 IS 163.19 FEET - 49.740 METERS.
 GD1478'
 GD1478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.5 OF A
 GD1478'MILE NORTH OF SAWYER.
 GD1478
 GD1478                          STATION RECOVERY (1971)
 GD1478
 GD1478'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1478'ETHEL STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1478'
 GD1478'REF. MARKERS GOOD.  AZ. MK.--DESTROYED.  DESCRIPTION AS IN BULLETIN.
 GD1478'
 GD1478'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI. W. CAMDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2475 ***********************************************************************
 FE2475  DESIGNATION -  EUREKATON
 FE2475  PID         -  FE2475
 FE2475  STATE/COUNTY-  TN/HAYWOOD
 FE2475  USGS QUAD   -  HILLVILLE (1959)
 FE2475
 FE2475                         *CURRENT SURVEY CONTROL
 FE2475  ___________________________________________________________________
 FE2475* NAD 83(1995)-  35 26 32.21535(N)    089 13 12.55874(W)     ADJUSTED  
 FE2475* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2475  ___________________________________________________________________
 FE2475  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FE2475  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2475
 FE2475  HORZ ORDER  -  THIRD
 FE2475
 FE2475.The horizontal coordinates were established by classical geodetic methods
 FE2475.and adjusted by the National Geodetic Survey in April 1999..
 FE2475
 FE2475.The orthometric height was scaled from a topographic map.
 FE2475
 FE2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2475
 FE2475.The geoid height was determined by GEOID03.
 FE2475
 FE2475;                    North         East     Units Scale Factor Converg.
 FE2475;SPC TN       -   127,846.714   307,689.469   MT  0.99997164   -1 53 06.7
 FE2475;SPC TN       -   419,443.76  1,009,477.87   sFT  0.99997164   -1 53 06.7
 FE2475;UTM  16      - 3,924,356.911   298,486.651   MT  1.00010045   -1 17 16.3
 FE2475
 FE2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2475!SPC TN       -   0.99998507  x   0.99997164  =   0.99995671
 FE2475!UTM  16      -   0.99998507  x   1.00010045  =   1.00008551
 FE2475
 FE2475|---------------------------------------------------------------------|
 FE2475| PID    Reference Object                     Distance      Geod. Az  |
 FE2475|                                                           dddmmss.s |
 FE2475| CG4027 EUREKATON RM 1                       19.464 METERS 08341     |
 FE2475| CG4026 EUREKATON AZ MK                                    1683006.1 |
 FE2475| FE2476 TT 117                               17.542 METERS 17052     |
 FE2475|---------------------------------------------------------------------|
 FE2475
 FE2475                          SUPERSEDED SURVEY CONTROL
 FE2475
 FE2475  NAD 83(1995)-  35 26 32.22109(N)    089 13 12.56083(W) AD(       ) 3
 FE2475  NAD 83(1986)-  35 26 32.22717(N)    089 13 12.55931(W) AD(       ) 3
 FE2475  NAD 27      -  35 26 31.93620(N)    089 13 12.31720(W) AD(       ) 3
 FE2475
 FE2475.Superseded values are not recommended for survey control.
 FE2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2475.See file dsdata.txt to determine how the superseded data were derived.
 FE2475
 FE2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9848724357(NAD 83)
 FE2475_MARKER: DS = TRIANGULATION STATION DISK
 FE2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2475
 FE2475  HISTORY     - Date     Condition        Report By
 FE2475  HISTORY     - 1958     MONUMENTED       CGS
 FE2475
 FE2475                          STATION DESCRIPTION
 FE2475
 FE2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2475'THE STATION IS ABOUT 11 MILES SOUTH-SOUTHEAST OF BROWNSVILLE, ABOUT 9
 FE2475'MILES NORTH-NORTHWEST OF WHITEVILLE AND ABOUT 0.5 MILE NORTH OF
 FE2475'THE VILLAGE OF EUREKATON. IT IS 42 FEET SOUTHEAST OF A POWER LINE
 FE2475'POLE, 113 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, 64
 FE2475'FEET NORTH OF A WHITE WITNESS POST AND 36 FEET SOUTH OF A 36 INCH
 FE2475'TWIN TRUNK OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2475'EUREKATON 1958.
 FE2475'
 FE2475'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN
 FE2475'BROWNSVILLE, GO EAST ON U.S. HIGHWAY 70 AND STATE HIGHWAY 76, SAME
 FE2475'HIGHWAY, FOR 0.6 MILE TO THE JUNCTION OF HIGHWAY 70 AND 76. TURN
 FE2475'RIGHT AND GO SOUTH ON STATE HIGHWAY 76 FOR 8.05 MILES TO A SIDE
 FE2475'ROAD RIGHT. CONTINUE SOUTH ON HIGHWAY 76 FOR 0.25 MILE TO A SIDE ROAD
 FE2475'LEFT. TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 4.25 MILES TO
 FE2475'THE STATION ON THE LEFT.
 FE2475'
 FE2475'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED
 FE2475'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT, EAST SIDE OF THE ROAD.
 FE2475'
 FE2475'TO REACH THE TT 118 (USGS) BENCH MARK FROM THE STATION, GO SOUTH ON
 FE2475'THE PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT, WEST SIDE
 FE2475'OF THE ROAD.
 FE2475'
 FE2475'REFERENCE MARK 1 IS 13 FEET WEST OF A 12 INCH OAK TREE, 2 FEET NORTH
 FE2475'OF A WHITE WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE. THE
 FE2475'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED EUREKATON NO 1
 FE2475'1958.
 FE2475'
 FE2475'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 FE2475'TT 117 TVA (ELV.) 403 FEET 1947 SET IN THE TOP OF A 6 X 6 INCH
 FE2475'CONCRETE POST THAT PROJECTS 4 INCHES. IT IS 77 FEET EAST OF THE
 FE2475'CENTERLINE OF A PAVED ROAD, 41 FEET WEST OF THE NORTHWEST CORNER
 FE2475'OF A FRAME STORE BUILDING AND 120 FEET NORTHWEST OF THE CENTERLINE OF
 FE2475'A PAVED ROAD.
 FE2475'
 FE2475'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 FE2475'TT 118 TVA (ELV.) 398 FEET 1947 SET IN THE TOP OF A 6X6 INCH
 FE2475'CONCRETE POST THAT PROJECTS 5 INCHES. IT IS 23 FEET WEST OF THE
 FE2475'CENTERLINE OF A PAVED ROAD, 10 FEET EAST OF A WIRE FENCE, 5 FEET
 FE2475'NORTH OF THE CENTERLINE OF A TRACK ROAD AND 12 FEET SOUTHEAST OF A
 FE2475'T-FENCE CORNER.
 FE2475'
 FE2475'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 FE2475'18 FEET SOUTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 21
 FE2475'FEET WEST OF A WIRE FENCE, 3 FEET NORTH OF A POWER LINE POLE AND 1
 FE2475'FOOT NORTH OF WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 FE2475'AND THE DISK IS STAMPED EUREKATON 1958.
 FE2475'
 FE2475'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3591 ***********************************************************************
 GA3591  DESIGNATION -  EVANS
 GA3591  PID         -  GA3591
 GA3591  STATE/COUNTY-  TN/CLAIBORNE
 GA3591  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3591
 GA3591                         *CURRENT SURVEY CONTROL
 GA3591  ___________________________________________________________________
 GA3591* NAD 83(1995)-  36 31 05.49512(N)    083 44 50.88986(W)     ADJUSTED  
 GA3591* NAVD 88     -       422.3    (meters)    1385.     (feet)  VERTCON   
 GA3591  ___________________________________________________________________
 GA3591  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 GA3591  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 GA3591
 GA3591  HORZ ORDER  -  SECOND
 GA3591
 GA3591.The horizontal coordinates were established by classical geodetic methods
 GA3591.and adjusted by the National Geodetic Survey in April 1999..
 GA3591
 GA3591.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3591
 GA3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3591
 GA3591.The geoid height was determined by GEOID03.
 GA3591
 GA3591;                    North         East     Units Scale Factor Converg.
 GA3591;SPC TN       -   244,736.725   801,745.612   MT  1.00001958   +1 19 07.4
 GA3591;SPC TN       -   802,940.41  2,630,393.73   sFT  1.00001958   +1 19 07.4
 GA3591;SPC KY1Z     - 1,022,442.622 1,679,386.008   MT  1.00018307   +1 13 46.1
 GA3591;SPC KY1Z     - 3,354,463.84  5,509,785.59   sFT  1.00018307   +1 13 46.1
 GA3591;SPC KY S     -   522,415.737   679,361.761   MT  1.00004601   +1 12 52.1
 GA3591;SPC KY S     - 1,713,958.96  2,228,872.71   sFT  1.00004601   +1 12 52.1
 GA3591;UTM  17      - 4,044,937.838   253,979.476   MT  1.00034577   -1 38 08.8
 GA3591
 GA3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3591!SPC TN       -   0.99993850  x   1.00001958  =   0.99995807
 GA3591!SPC KY1Z     -   0.99993850  x   1.00018307  =   1.00012155
 GA3591!SPC KY S     -   0.99993850  x   1.00004601  =   0.99998450
 GA3591!UTM  17      -   0.99993850  x   1.00034577  =   1.00028424
 GA3591
 GA3591|---------------------------------------------------------------------|
 GA3591| PID    Reference Object                     Distance      Geod. Az  |
 GA3591|                                                           dddmmss.s |
 GA3591| DB9297 EVANS RM 1                           19.449 METERS 27203     |
 GA3591| DB9298 EVANS RM 2                           16.422 METERS 33933     |
 GA3591| GA2700 EVANS AZ MK                         APPROX. 0.8 KM 3492521.6 |
 GA3591|---------------------------------------------------------------------|
 GA3591
 GA3591                          SUPERSEDED SURVEY CONTROL
 GA3591
 GA3591  NAD 83(1995)-  36 31 05.49603(N)    083 44 50.89051(W) AD(       ) 2
 GA3591  NAD 83(1995)-  36 31 05.49658(N)    083 44 50.88481(W) AD(       ) 2
 GA3591  NAD 83(1995)-  36 31 05.50371(N)    083 44 50.89111(W) AD(       ) 2
 GA3591  NAD 83(1986)-  36 31 05.50518(N)    083 44 50.89020(W) AD(       ) 2
 GA3591  NAD 27      -  36 31 05.22143(N)    083 44 51.19445(W) AD(       ) 2
 GA3591  NGVD 29 (07/19/86)  422.5    (m)         1386.     (f) VERT ANG       
 GA3591
 GA3591.Superseded values are not recommended for survey control.
 GA3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3591.See file dsdata.txt to determine how the superseded data were derived.
 GA3591
 GA3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5397944938(NAD 83)
 GA3591_MARKER: DD = SURVEY DISK
 GA3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3591
 GA3591  HISTORY     - Date     Condition        Report By
 GA3591  HISTORY     - 1964     MONUMENTED       TNHD
 GA3591
 GA3591                          STATION DESCRIPTION
 GA3591
 GA3591'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3591'THE STATION IS LOCATED ABOUT 24 MILES NORTHEAST OF LA FOLLETTE AND 5
 GA3591'MILES SOUTHWEST OF ARTHUR.
 GA3591'
 GA3591'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO 3.95 MILES
 GA3591'WESTERLY ON STATE ROUTE 63
 GA3591'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 GA3591'AHEAD FOR 1.5 MILES WESTERLY TO
 GA3591'RED HILL ROAD ON THE LEFT, TURN LEFT,
 GA3591'SOUTHEAST, AND GO 0.45 MILE TO THE HOME OF FRED
 GA3591'EVANS ON THE RIGHT,
 GA3591'TURN RIGHT, WESTERLY, AND GO 0.1 MILE, PASSING BY THE HOUSE AND
 GA3591'THROUGH TWO
 GA3591'GATES, ON A FARM TRACK ROAD TO A BARN AND THE STATION ON
 GA3591'THE LEFT AS DESCRIBED.
 GA3591'
 GA3591'THE STATION MARK IS 51 FEET SOUTHEAST OF A FENCE, 7.5 FEET NORTH OF A
 GA3591'POWER POLE AND 4.5 FEET
 GA3591'SOUTHEAST OF A 4-INCH SASSAFRAS TREE.  THE SURFACE
 GA3591'AND UNDERGROUND MARKS ARE STANDARD
 GA3591'TENNESSEE HIGHWAY DEPARTMENT DISKS
 GA3591'AND THE DISKS ARE STAMPED EVANS 1964.  THE
 GA3591'UNDERGROUND MARK IS ABOUT
 GA3591'30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA3591'10-INCH, SQUARE,
 GA3591'FLUSH, CONCRETE MONUMENT.
 GA3591'
 GA3591'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF A FENCE POST AND 1 FOOT
 GA3591'SOUTHEAST OF A FENCE.  IT
 GA3591'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3591'10-INCH, SQUARE, FLUSH,
 GA3591'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3591'EVANS RM-1 1964.
 GA3591'
 GA3591'REFERENCE MARK NO. 2 IS 28 FEET EAST OF THE SOUTHWEST CORNER OF THE
 GA3591'BARN, 21 FEET SOUTH OF
 GA3591'THE SOUTHEAST CORNER OF THE BARN, 2 FEET SOUTHWEST OF A
 GA3591'FENCE POST AND 1 FOOT SOUTHEAST
 GA3591'OF THE FENCE.  IT IS A STANDARD
 GA3591'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3591'10-INCH, SQUARE, FLUSH,
 GA3591'CONCRETE MONUMENT AND THE DISK IS STAMPED EVANS RM-2 1964.
 GA3591'
 GA3591'THE AZIMUTH MARK IS 21 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA3591'STATE ROUTE 63, 7 FEET
 GA3591'NORTH OF TELEPHONE POLE NO 143 AND 2.2 FEET EAST OF A
 GA3591'WITNESS POST.  IT IS A
 GA3591'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3591'IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA3591'MONUMENT AND THE DISK IS
 GA3591'STAMPED EVANS AZI 1964.
 GA3591'
 GA3591'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3591'
 GA3591'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2700 ***********************************************************************
 GA2700  DESIGNATION -  EVANS AZ MK
 GA2700  PID         -  GA2700
 GA2700  STATE/COUNTY-  TN/CLAIBORNE
 GA2700  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2700
 GA2700                         *CURRENT SURVEY CONTROL
 GA2700  ___________________________________________________________________
 GA2700* NAD 83(1995)-  36 31 30.01006(N)    083 44 56.56183(W)     ADJUSTED  
 GA2700* NAVD 88     -       373.825  (meters)    1226.46   (feet)  ADJUSTED  
 GA2700  ___________________________________________________________________
 GA2700  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 GA2700  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GA2700  DYNAMIC HT  -         373.495 (meters)    1225.37  (feet)  COMP
 GA2700  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 GA2700
 GA2700  HORZ ORDER  -  SECOND
 GA2700  VERT ORDER  -  SECOND    CLASS 0
 GA2700
 GA2700.The horizontal coordinates were established by classical geodetic methods
 GA2700.and adjusted by the National Geodetic Survey in April 1999..
 GA2700
 GA2700.The orthometric height was determined by differential leveling
 GA2700.and adjusted by the National Geodetic Survey in June 1991..
 GA2700
 GA2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2700
 GA2700.The geoid height was determined by GEOID03.
 GA2700
 GA2700.The dynamic height is computed by dividing the NAVD 88
 GA2700.geopotential number by the normal gravity value computed on the
 GA2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2700.degrees latitude (g = 980.6199 gals.).
 GA2700
 GA2700.The modeled gravity was interpolated from observed gravity values.
 GA2700
 GA2700;                    North         East     Units Scale Factor Converg.
 GA2700;SPC TN       -   245,488.958   801,587.145   MT  1.00002101   +1 19 04.1
 GA2700;SPC TN       -   805,408.36  2,629,873.82   sFT  1.00002101   +1 19 04.1
 GA2700;SPC KY1Z     - 1,023,195.222 1,679,228.688   MT  1.00018029   +1 13 42.6
 GA2700;SPC KY1Z     - 3,356,932.99  5,509,269.45   sFT  1.00018029   +1 13 42.6
 GA2700;SPC KY S     -   523,168.276   679,204.660   MT  1.00004434   +1 12 48.6
 GA2700;SPC KY S     - 1,716,427.92  2,228,357.29   sFT  1.00004434   +1 12 48.6
 GA2700;UTM  17      - 4,045,697.487   253,859.955   MT  1.00034650   -1 38 13.1
 GA2700
 GA2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2700!SPC TN       -   0.99994611  x   1.00002101  =   0.99996712
 GA2700!SPC KY1Z     -   0.99994611  x   1.00018029  =   1.00012639
 GA2700!SPC KY S     -   0.99994611  x   1.00004434  =   0.99999045
 GA2700!UTM  17      -   0.99994611  x   1.00034650  =   1.00029259
 GA2700
 GA2700                          SUPERSEDED SURVEY CONTROL
 GA2700
 GA2700  NAD 83(1995)-  36 31 30.01101(N)    083 44 56.56241(W) AD(       ) 2
 GA2700  NAD 83(1995)-  36 31 30.01167(N)    083 44 56.55597(W) AD(       ) 2
 GA2700  NAD 83(1995)-  36 31 30.01874(N)    083 44 56.56309(W) AD(       ) 2
 GA2700  NAD 83(1986)-  36 31 30.02020(N)    083 44 56.56205(W) AD(       ) 2
 GA2700  NAD 27      -  36 31 29.73700(N)    083 44 56.86581(W) AD(       ) 2
 GA2700  NGVD 29 (??/??/??)  374.04   (m)         1227.2    (f) RESET       3  
 GA2700
 GA2700.Superseded values are not recommended for survey control.
 GA2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2700.See file dsdata.txt to determine how the superseded data were derived.
 GA2700
 GA2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5386045697(NAD 83)
 GA2700_MARKER: DD = SURVEY DISK
 GA2700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2700_SP_SET: MONUMENT
 GA2700_STAMPING: EVANS AZI 1964
 GA2700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2700
 GA2700  HISTORY     - Date     Condition        Report By
 GA2700  HISTORY     - 1964     MONUMENTED       TNHD
 GA2700  HISTORY     - 1965     GOOD             TNHD
 GA2700
 GA2700                          STATION DESCRIPTION
 GA2700
 GA2700'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2700'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO 3.95 MILES
 GA2700'WESTERLY ON STATE ROUTE 63
 GA2700'TO THE AZIMUTH MARK ON THE LEFT.
 GA2700'
 GA2700'THE AZIMUTH MARK IS 21 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA2700'STATE ROUTE 63, 7 FEET
 GA2700'NORTH OF TELEPHONE POLE NO 143 AND 2.2 FEET EAST OF A
 GA2700'WITNESS POST.  IT IS A
 GA2700'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2700'IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA2700'MONUMENT AND THE DISK IS
 GA2700'STAMPED EVANS AZI 1964.
 GA2700
 GA2700                          STATION RECOVERY (1965)
 GA2700
 GA2700'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2700'4 MI W FROM ARTHUR.
 GA2700'FROM THE POST OFFICE IN ARTHUR, GO 3.95 WESTERLY ON STATE
 GA2700'ROUTE 63 TO THE MARK ON THE LEFT, 21 FEET NORTHWEST OF THE
 GA2700'APPROXIMATE CENTER OF STATE ROUTE 63, 7 FEET NORTH OF TELEPHONE
 GA2700'POLE NO. 143 AND 2.2 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 GA2700'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2700'IN A 10-INCH SQUARE, CONCRETE MONUMENT, STAMPED EVANS AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0694 ***********************************************************************
 FC0694  DESIGNATION -  EVANSVILLE
 FC0694  PID         -  FC0694
 FC0694  STATE/COUNTY-  TN/RHEA
 FC0694  USGS QUAD   -  EVENSVILLE (1990)
 FC0694
 FC0694                         *CURRENT SURVEY CONTROL
 FC0694  ___________________________________________________________________
 FC0694* NAD 83(1995)-  35 34 29.00470(N)    084 55 35.72299(W)     ADJUSTED  
 FC0694* NAVD 88     -       316.863  (meters)    1039.57   (feet)  ADJUSTED  
 FC0694  ___________________________________________________________________
 FC0694  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 FC0694  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0694  DYNAMIC HT  -         316.562 (meters)    1038.59  (feet)  COMP
 FC0694  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FC0694
 FC0694  HORZ ORDER  -  SECOND
 FC0694  VERT ORDER  -  FIRST     CLASS II
 FC0694
 FC0694.The horizontal coordinates were established by classical geodetic methods
 FC0694.and adjusted by the National Geodetic Survey in April 1999..
 FC0694
 FC0694.The orthometric height was determined by differential leveling
 FC0694.and adjusted by the National Geodetic Survey in June 1991..
 FC0694
 FC0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0694
 FC0694.The geoid height was determined by GEOID03.
 FC0694
 FC0694.The dynamic height is computed by dividing the NAVD 88
 FC0694.geopotential number by the normal gravity value computed on the
 FC0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0694.degrees latitude (g = 980.6199 gals.).
 FC0694
 FC0694.The modeled gravity was interpolated from observed gravity values.
 FC0694
 FC0694;                    North         East     Units Scale Factor Converg.
 FC0694;SPC TN       -   138,264.737   697,293.604   MT  0.99995859   +0 37 42.3
 FC0694;SPC TN       -   453,623.56  2,287,704.10   sFT  0.99995859   +0 37 42.3
 FC0694;UTM  16      - 3,938,758.986   687,883.058   MT  1.00003502   +1 12 23.7
 FC0694
 FC0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0694!SPC TN       -   0.99995496  x   0.99995859  =   0.99991355
 FC0694!UTM  16      -   0.99995496  x   1.00003502  =   0.99998998
 FC0694
 FC0694|---------------------------------------------------------------------|
 FC0694| PID    Reference Object                     Distance      Geod. Az  |
 FC0694|                                                           dddmmss.s |
 FC0694| FC0695 EVANSVILLE RM 1                      23.482 METERS 02451     |
 FC0694| FC1822 STONE                               APPROX.12.6 KM 0493932.2 |
 FC0694| FC0693 EVANSVILLE AZ MK                                   1051809.2 |
 FC0694| FC0696 EVANSVILLE RM 2                      22.199 METERS 27425     |
 FC0694|---------------------------------------------------------------------|
 FC0694
 FC0694                          SUPERSEDED SURVEY CONTROL
 FC0694
 FC0694  NAD 83(1995)-  35 34 29.00834(N)    084 55 35.72631(W) AD(       ) 2
 FC0694  NAD 83(1986)-  35 34 29.01204(N)    084 55 35.72491(W) AD(       ) 2
 FC0694  NAD 27      -  35 34 28.75900(N)    084 55 35.90100(W) AD(       ) 2
 FC0694  NGVD 29 (??/??/92)  316.939  (m)         1039.82   (f) ADJ UNCH    1 2
 FC0694
 FC0694.Superseded values are not recommended for survey control.
 FC0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0694.See file dsdata.txt to determine how the superseded data were derived.
 FC0694
 FC0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8788338759(NAD 83)
 FC0694_MARKER: DS = TRIANGULATION STATION DISK
 FC0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0694_STAMPING: EVANSVILLE 1934
 FC0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0694+STABILITY: SURFACE MOTION
 FC0694
 FC0694  HISTORY     - Date     Condition        Report By
 FC0694  HISTORY     - 1934     MONUMENTED       CGS
 FC0694  HISTORY     - 1949     GOOD             TVA
 FC0694  HISTORY     - 1950     GOOD             NGS
 FC0694  HISTORY     - 1962     GOOD             CGS
 FC0694  HISTORY     - 1975     GOOD             NGS
 FC0694
 FC0694                          STATION DESCRIPTION
 FC0694
 FC0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC0694'ABOUT 8-3/4 MILES WEST-NORTHWEST OF DECATUR, 1-1/2 MILES
 FC0694'EAST-NORTHEAST OF EVANSVILLE, ON PROPERTY OF RAY REDMAN, TO NORTH
 FC0694'OF HIS HOME AND OF SCHOOLHOUSE, AND ON TOP OF HILL IN OPEN FIELD OF
 FC0694'SECOND-GROWTH SCRUB OAKS. TO REACH FROM EVANSVILLE RAILROAD
 FC0694'STATION, FOLLOW U.S. ROUTE 27, NORTHEAST 1.55 MILES TO GRAVEL SIDE
 FC0694'ROAD TO RIGHT (SOUTHEAST), TURN RIGHT UP HOLLOW ONTO GRAVEL
 FC0694'ROAD AND GO 0.45 MILE, TURN LEFT JUST BEFORE REACHING CHURCH AND GO
 FC0694'60 YARDS, KEEP TO LEFT FORK, AND GO 0.45 MILE TO PRIVATE ROAD AT
 FC0694'TOP OF GRADE, TURN RIGHT AND FOLLOW PRIVATE ROAD 0.05 MILE TO TOP
 FC0694'OF HILL AND STATION. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FC0694'STATION DISKS IN CONCRETE, REFERENCE MARKS ARE
 FC0694'STANDARD REFERENCE DISKS IN CONCRETE,  NO. 1 IS AT SAME
 FC0694'ELEVATION AS AND 77.03 FEET FROM STATION N 24 DEG 51 MIN E.
 FC0694'NO. 2 IS ON DOWNHILL SLOPE AND 73.00 FEET FROM STATION S 94
 FC0694'DEG 25 MIN W. AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 FC0694'12 FEET SOUTH OF CENTER LINE OF COUNTY ROAD AND ABOUT 350
 FC0694'YARDS FROM STATION S 74 DEG 42 MIN E.
 FC0694
 FC0694                          STATION RECOVERY (1949)
 FC0694
 FC0694'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC0694'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. STATION
 FC0694'DISK IS STAMPED EVANSVILLE 1934.
 FC0694'
 FC0694'A POST IS SET AT THE S EDGE OF THE MONUMENT.
 FC0694
 FC0694                          STATION RECOVERY (1950)
 FC0694
 FC0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FC0694'2.8 MI NE FROM EVENSVILLE.
 FC0694'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0694'RAILWAY STATION AT EVENSVILLE, THENCE ABOUT 0.6 MILE SOUTHEAST
 FC0694'ALONG A GRAVEL ROAD LEADING TO SMYRNA CHURCH, THENCE ABOUT 0.45
 FC0694'MILE NORTHEAST AND EAST ALONG A GRAVEL ROAD TO THE TOP OF A GRADE,
 FC0694'THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A PRIVATE FIELD ROAD TO
 FC0694'THE TOP OF A HILL OVERGROWN IN SCRUB OAKS, 17 FEET SOUTHEAST OF
 FC0694'THE CENTER LINE OF THE FIELD ROAD, 77 FEET SOUTH-SOUTHWEST OF
 FC0694'R.M. NO. 1, 73 FEET EAST OF R.M. NO. 2, 1 FOOT NORTHEAST OF A
 FC0694'T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE FIELD ROAD AND
 FC0694'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FC0694
 FC0694                          STATION RECOVERY (1962)
 FC0694
 FC0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC0694'RECOVERED IN GOOD CONDITION.
 FC0694
 FC0694                          STATION RECOVERY (1975)
 FC0694
 FC0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC0694'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FC0694'THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED BY ROAD WORK.
 FC0694'THE MARK WAS REPORTED AS BEING DESTROYED IN 1972.  THERE IS NO
 FC0694'OBJECT FROM WHICH A NEW AZIMUTH MARK COULD BE SET NOR A SUITABLE
 FC0694'PLACE FOR ONE.  THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED
 FC0694'AS DID THE DISTANCE TO REFERENCE MARK 1.  THE DISTANCE TO
 FC0694'REFERENCE MARK 2 WAS FOUND IN ERROR BY 0.17 OF A FOOT.  A NEW
 FC0694'DESCRIPTION FOLLOWS--
 FC0694'
 FC0694'THE STATION IS 20 FEET SOUTHEAST OF THE CENTERLINE OF A WOODS ROAD,
 FC0694'1 FOOT NORTHEAST OF A METAL WITNESS POST, 5 FEET NORTH OF AN 8 INCH
 FC0694'HICKORY TREE, 3 FEET SOUTHEAST OF A 6 INCH OAK TREE AND 2 FEET
 FC0694'NORTHWEST OF A 4 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES
 FC0694'AND THE DISK IS STAMPED EVANSVILLE 1934.
 FC0694'
 FC0694'TO REACH FROM THE U. S. POST OFFICE AT EVANSVILLE, GO NORTHEAST ON
 FC0694'U. S. HIGHWAY 27 FOR 1.5 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT
 FC0694'AND GO EASTERLY ON THE MAIN ROAD FOR 1.0 MILE TO A DRIVEWAY RIGHT.
 FC0694'TURN RIGHT ON THE DRIVEWAY AND GO WESTERLY FOR 0.2 MILE TO TOP OF
 FC0694'HILL, WOODED AREA AND THE STATION SITE.
 FC0694'
 FC0694'REFERENCE MARK 1 IS 16 FEET NORTHWEST OF THE CENTERLINE OF THE WOODS
 FC0694'ROAD, 25 FEET NORTH OF A 14 INCH OAK TREE AND 1 FOOT SOUTHWEST OF A
 FC0694'METAL WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 FC0694'STAMPED EVANSVILLE NO 1 1934.
 FC0694'
 FC0694'REFERENCE MARK 2 IS 21 FEET NORTHWEST OF THE CENTERLINE OF THE WOODS
 FC0694'ROAD, 16 FEET WEST OF A 10 INCH PINE TREE, 7 FEET NORTHEAST OF AN 8
 FC0694'INCH OAK TREE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE
 FC0694'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED EVANSVILLE NO 2
 FC0694'1934.
 FC0694'
 FC0694'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC0694'
 FC0694'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 FC0694'NORTHEAST OF EVANSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0695 ***********************************************************************
 FC0695  DESIGNATION -  EVANSVILLE RM 1
 FC0695  PID         -  FC0695
 FC0695  STATE/COUNTY-  TN/RHEA
 FC0695  USGS QUAD   -  EVENSVILLE (1990)
 FC0695
 FC0695                         *CURRENT SURVEY CONTROL
 FC0695  ___________________________________________________________________
 FC0695* NAD 83(1986)-  35 34 28.     (N)    084 55 35.     (W)     SCALED    
 FC0695* NAVD 88     -       317.095  (meters)    1040.34   (feet)  ADJUSTED  
 FC0695  ___________________________________________________________________
 FC0695  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0695  DYNAMIC HT  -         316.794 (meters)    1039.35  (feet)  COMP
 FC0695  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FC0695
 FC0695  VERT ORDER  -  FIRST     CLASS II
 FC0695
 FC0695.The horizontal coordinates were scaled from a topographic map and have
 FC0695.an estimated accuracy of +/- 6 seconds.
 FC0695
 FC0695.The orthometric height was determined by differential leveling
 FC0695.and adjusted by the National Geodetic Survey in June 1991..
 FC0695
 FC0695.The geoid height was determined by GEOID03.
 FC0695
 FC0695.The dynamic height is computed by dividing the NAVD 88
 FC0695.geopotential number by the normal gravity value computed on the
 FC0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0695.degrees latitude (g = 980.6199 gals.).
 FC0695
 FC0695.The modeled gravity was interpolated from observed gravity values.
 FC0695
 FC0695;                    North         East    Units  Estimated Accuracy
 FC0695;SPC TN       -   138,230.      697,310.      MT  (+/- 180 meters Scaled)
 FC0695
 FC0695                          SUPERSEDED SURVEY CONTROL
 FC0695
 FC0695  NGVD 29 (??/??/92)  317.170  (m)         1040.58   (f) ADJ UNCH    1 2
 FC0695
 FC0695.Superseded values are not recommended for survey control.
 FC0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0695.See file dsdata.txt to determine how the superseded data were derived.
 FC0695
 FC0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE879387(NAD 83)
 FC0695_MARKER: DR = REFERENCE MARK DISK
 FC0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0695_STAMPING: EVANSVILLE NO 1 1934
 FC0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0695+STABILITY: SURFACE MOTION
 FC0695
 FC0695  HISTORY     - Date     Condition        Report By
 FC0695  HISTORY     - 1934     MONUMENTED       CGS
 FC0695  HISTORY     - 1950     GOOD             NGS
 FC0695  HISTORY     - 1962     GOOD             CGS
 FC0695
 FC0695                          STATION DESCRIPTION
 FC0695
 FC0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0695'2.8 MI NE FROM EVENSVILLE.
 FC0695'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0695'RAILWAY STATION AT EVENSVILLE, THENCE ABOUT 0.6 MILE SOUTHEAST
 FC0695'ALONG A GRAVEL ROAD LEADING TO SMYRNA CHURCH, THENCE ABOUT 0.45
 FC0695'MILE NORTHEAST AND EAST ALONG A GRAVEL ROAD TO THE TOP OF A GRADE,
 FC0695'THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A PRIVATE FIELD ROAD TO THE
 FC0695'TOP OF A HILL OVERGROWN WITH SCRUB OAKS, 17 FEET NORTHWEST OF THE
 FC0695'CENTER LINE OF THE PRIVATE FIELD ROAD, 77 FEET NORTH-NORTHEAST
 FC0695'OF THE STATION MARK, 123 FEET NORTHEAST OF R.M. NO. 2, AND SET
 FC0695'IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 FC0695
 FC0695                          STATION RECOVERY (1962)
 FC0695
 FC0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0696 ***********************************************************************
 FC0696  DESIGNATION -  EVANSVILLE RM 2
 FC0696  PID         -  FC0696
 FC0696  STATE/COUNTY-  TN/RHEA
 FC0696  USGS QUAD   -  EVENSVILLE (1990)
 FC0696
 FC0696                         *CURRENT SURVEY CONTROL
 FC0696  ___________________________________________________________________
 FC0696* NAD 83(1986)-  35 34 28.     (N)    084 55 35.     (W)     SCALED    
 FC0696* NAVD 88     -       315.544  (meters)    1035.25   (feet)  ADJUSTED  
 FC0696  ___________________________________________________________________
 FC0696  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0696  DYNAMIC HT  -         315.244 (meters)    1034.26  (feet)  COMP
 FC0696  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FC0696
 FC0696  VERT ORDER  -  FIRST     CLASS II
 FC0696
 FC0696.The horizontal coordinates were scaled from a topographic map and have
 FC0696.an estimated accuracy of +/- 6 seconds.
 FC0696
 FC0696.The orthometric height was determined by differential leveling
 FC0696.and adjusted by the National Geodetic Survey in June 1991..
 FC0696
 FC0696.The geoid height was determined by GEOID03.
 FC0696
 FC0696.The dynamic height is computed by dividing the NAVD 88
 FC0696.geopotential number by the normal gravity value computed on the
 FC0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0696.degrees latitude (g = 980.6199 gals.).
 FC0696
 FC0696.The modeled gravity was interpolated from observed gravity values.
 FC0696
 FC0696;                    North         East    Units  Estimated Accuracy
 FC0696;SPC TN       -   138,230.      697,310.      MT  (+/- 180 meters Scaled)
 FC0696
 FC0696                          SUPERSEDED SURVEY CONTROL
 FC0696
 FC0696  NGVD 29 (??/??/92)  315.619  (m)         1035.49   (f) ADJ UNCH    1 2
 FC0696
 FC0696.Superseded values are not recommended for survey control.
 FC0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0696.See file dsdata.txt to determine how the superseded data were derived.
 FC0696
 FC0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE879387(NAD 83)
 FC0696_MARKER: DR = REFERENCE MARK DISK
 FC0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0696_STAMPING: EVANSVILLE NO 2 1934
 FC0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0696+STABILITY: SURFACE MOTION
 FC0696
 FC0696  HISTORY     - Date     Condition        Report By
 FC0696  HISTORY     - 1934     MONUMENTED       CGS
 FC0696  HISTORY     - 1950     GOOD             NGS
 FC0696  HISTORY     - 1962     GOOD             CGS
 FC0696
 FC0696                          STATION DESCRIPTION
 FC0696
 FC0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0696'2.8 MI NE FROM EVENSVILLE.
 FC0696'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0696'RAILWAY STATION AT EVENSVILLE, THENCE ABOUT 0.6 MILE SOUTHEAST
 FC0696'ALONG A GRAVEL ROAD LEADING TO SMYRNA CHURCH, THENCE ABOUT 0.45
 FC0696'MILE NORTHEAST AND EAST ALONG A GRAVEL ROAD TO THE TOP OF A GRADE,
 FC0696'THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A PRIVATE FIELD ROAD TO THE
 FC0696'TOP OF A HILL OVERGROWN WITH SCRUB OAKS, ON THE SOUTHWEST SLOPE OF
 FC0696'THE HILL, 21 FEET NORTHWEST OF THE CENTER LINE OF THE FIELD ROAD,
 FC0696'73 FEET WEST OF THE STATION MARK, 123 FEET SOUTHWEST OF R.M. NO. 1,
 FC0696'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 FC0696'POST PROJECTING 8 INCHES.
 FC0696
 FC0696                          STATION RECOVERY (1962)
 FC0696
 FC0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1912 ***********************************************************************
 GD1912  PACS        -  This is a Primary Airport Control Station.
 GD1912  DESIGNATION -  EVERPORT
 GD1912  PID         -  GD1912
 GD1912  STATE/COUNTY-  TN/OBION
 GD1912  USGS QUAD   -  HARRIS (1983)
 GD1912
 GD1912                         *CURRENT SURVEY CONTROL
 GD1912  ___________________________________________________________________
 GD1912* NAD 83(1995)-  36 22 54.65206(N)    088 59 01.03323(W)     ADJUSTED  
 GD1912* NAVD 88     -        95.23   (meters)     312.4    (feet)  GPS OBS   
 GD1912  ___________________________________________________________________
 GD1912  X           -      91,192.897 (meters)                     COMP
 GD1912  Y           -  -5,140,224.903 (meters)                     COMP
 GD1912  Z           -   3,762,426.891 (meters)                     COMP
 GD1912  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GD1912  ELLIP HEIGHT-          67.03  (meters)          (02/20/01) GPS OBS
 GD1912  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD1912
 GD1912  HORZ ORDER  -  B
 GD1912  ELLP ORDER  -  SECOND    CLASS I
 GD1912
 GD1912.This mark is at Everett-Stewart Airport (UCY)
 GD1912
 GD1912.The horizontal coordinates were established by GPS observations
 GD1912.and adjusted by the National Geodetic Survey in February 2001..
 GD1912
 GD1912.The orthometric height was determined by GPS observations and a
 GD1912.high-resolution geoid model.
 GD1912
 GD1912.GPS derived orthometric heights for airport stations designated as
 GD1912.PACS or SACS are published to 2 decimal places.  This maintains
 GD1912.centimeter relative accuracy between the PACS and SACS.  It does
 GD1912.not indicate centimeter accuracy relative to other marks which are
 GD1912.part of the NAVD 88 network.
 GD1912
 GD1912.Photographs are available for this station.
 GD1912
 GD1912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1912
 GD1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1912
 GD1912.The ellipsoidal height was determined by GPS observations
 GD1912.and is referenced to NAD 83.
 GD1912
 GD1912.The geoid height was determined by GEOID03.
 GD1912
 GD1912;                    North         East     Units Scale Factor Converg.
 GD1912;SPC TN       -   231,365.367   332,331.695   MT  0.99999401   -1 44 48.2
 GD1912;SPC TN       -   759,071.21  1,090,324.90   sFT  0.99999401   -1 44 48.2
 GD1912;UTM  16      - 4,028,129.630   322,076.215   MT  0.99999005   -1 10 36.9
 GD1912
 GD1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1912!SPC TN       -   0.99998948  x   0.99999401  =   0.99998349
 GD1912!UTM  16      -   0.99998948  x   0.99999005  =   0.99997953
 GD1912
 GD1912:                Primary Azimuth Mark                     Grid Az
 GD1912:SPC TN       -  EVERPORT AZ MK                           008 23 57.0
 GD1912:UTM  16      -  EVERPORT AZ MK                           007 49 45.7
 GD1912
 GD1912|---------------------------------------------------------------------|
 GD1912| PID    Reference Object                     Distance      Geod. Az  |
 GD1912|                                                           dddmmss.s |
 GD1912| GD1913 EVERPORT AZ MK                      APPROX. 0.7 KM 0063908.8 |
 GD1912|---------------------------------------------------------------------|
 GD1912
 GD1912                          SUPERSEDED SURVEY CONTROL
 GD1912
 GD1912  NAD 83(1995)-  36 22 54.65178(N)    088 59 01.03335(W) AD(       ) 3
 GD1912  ELLIP H (04/12/99)   67.06   (m)                       GP(       ) 4 1
 GD1912  NAD 83(1995)-  36 22 54.65178(N)    088 59 01.03432(W) AD(       ) 3
 GD1912  NAD 83(1995)-  36 22 54.65157(N)    088 59 01.03482(W) AD(       ) 3
 GD1912  NGVD 29 (09/17/90)   95.1    (m)          312.     (f) GPS OBS        
 GD1912
 GD1912.Superseded values are not recommended for survey control.
 GD1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1912.See file dsdata.txt to determine how the superseded data were derived.
 GD1912
 GD1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2207628130(NAD 83)
 GD1912_MARKER: I = METAL ROD
 GD1912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1912_SP_SET: OBJECT DRIVEN INTO GROUND
 GD1912_STAMPING: EVERPORT 1987
 GD1912_MARK LOGO: NGS   
 GD1912_PROJECTION: RECESSED 5 CENTIMETERS
 GD1912_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GD1912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GD1912+STABILITY: POSITION/ELEVATION WELL
 GD1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1912+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 GD1912_ROD/PIPE-DEPTH: 23.1 meters
 GD1912_SLEEVE-DEPTH  : 0.9 meters
 GD1912
 GD1912  HISTORY     - Date     Condition        Report By
 GD1912  HISTORY     - 1987     MONUMENTED       NGS
 GD1912  HISTORY     - 19890425 GOOD
 GD1912  HISTORY     - 19890615 GOOD             NGS
 GD1912  HISTORY     - 1999     GOOD             LOWE
 GD1912  HISTORY     - 20030811 GOOD             USACE
 GD1912
 GD1912                          STATION DESCRIPTION
 GD1912
 GD1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GD1912'1.0 MILE SOUTH ALONG STATE HIGHWAY 22 AND US HIGHWAY 45 W NORTH FROM
 GD1912'THE JUNCTION OF US HIGHWAY 45 W AND STATE HIGHWAYS 5 AND 21 IN
 GD1912'UNION CITY TO THE JUNCTION OF US HIGHWAY NORTH CONTINUE 3.9 MILES
 GD1912'SOUTH ALONG STATE HIGHWAY 22 TO THE JUNCTION OF A BLACK TOP ROAD,
 GD1912'THENCE 0.50 MILE SOUTH ALONG BLACK TOP ROAD TO A Y JUNCTION THENCE
 GD1912'0.15 MILE SOUTH ALONG BLACK TOP ROAD TO A Y JUNCTION THENCE 0.15
 GD1912'MILE SOUTHWEST ALONG BLACK TOP ROAD TO THE JUNCTION OF AIRPORT
 GD1912'ENTRANCE DRIVE, THENCE 0.05 WEST ALONG AIRPORT ENTRANCE DRIVE TO THE
 GD1912'OFFICE BUILDING OF THE EVERETT STEWART AIRPORT THENCE 0.10 MILE
 GD1912'SOUTHWEST ACROSS TAXIWAY TO MARK A 3-D MARK, A STAINLESS STEEL
 GD1912'ROD DRIVEN 76.0 FEET TO REFUSAL 5 INCHES BELOW GROUND ENCASED
 GD1912'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH
 GD1912'PVC PIPE WITH LOGO CAP ---STAMPED EVERPORT 1987, 2 INCHES BELOW
 GD1912'GROUND WITH A RAILROAD SPIKE IN CONCRETE, 16.6 OF SOUTHEAST EDGE OF
 GD1912'RUNWAY 57.7 FEET SOUTH SOUTHWEST OF SOUTH SOUTHWEST EDGE OF TAXIWAY
 GD1912'CROSS OVER, 91.4 FEET WEST OF THE CENTER OF A TAXIWAY GUIDANCE SIGN
 GD1912'61.5 FEET EAST OF STEEL PIPE FOR A TAXIWAY GUIDANCE SIGN, AND 1.0
 GD1912'FOOT NORTH OF A FIBERGLASS WITNESS POST.
 GD1912'
 GD1912'NOTE-- CONTACT JOHN MCSHANE (AIRPORT MANAGER) 885-0570 HOME OR
 GD1912'885-1221 OFFICE OR SHERIFF OFFICE 885-5832 BEFORE WORKING ON AIRPORTS.
 GD1912
 GD1912                          STATION RECOVERY (1989)
 GD1912
 GD1912'RECOVERED 1989
 GD1912'RECOVERED IN GOOD CONDITION.
 GD1912
 GD1912                          STATION RECOVERY (1989)
 GD1912
 GD1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD1912'THE STATION IS LOCATED ON THE EAST SIDE OF THE RUNWAY ABOUT MIDFIELD.
 GD1912'THE STATION IS 90.2 FEET (27.5 M) NORTHWEST FROM A SIGN R01, 67.2 FEET
 GD1912'(20.5 M) SOUTHEAST FROM A TAXIWAY RUNWAY LIGHT, 60.2 FEET (18.3 M)
 GD1912'SOUTHWEST FROM A TAXIWAY LIGHT REFLECTOR, 52.4 FEET (16.0 M) SOUTH
 GD1912'FROM THE TAXIWAY AT THE RUNWAY JUNCTION, AND 1 FOOT (0.3 M) NORTHEAST
 GD1912'FROM A CARSONITE WITNESS POST.  THE STATION IS A PUNCH HOLE IN A
 GD1912'STAINLESS STEEL ROD BENEATH AN ACCESS COVER STAMPED EVERPORT 1987.
 GD1912
 GD1912                          STATION RECOVERY (1999)
 GD1912
 GD1912'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1912'RECOVERED 1999
 GD1912'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 GD1912'AIRPORT CONTROL STATION.
 GD1912' 
 GD1912' 
 GD1912'
 GD1912
 GD1912                          STATION RECOVERY (2003)
 GD1912
 GD1912'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 GD1912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1913 ***********************************************************************
 GD1913  SACS        -  This is a Secondary Airport Control Station.
 GD1913  DESIGNATION -  EVERPORT AZ MK
 GD1913  PID         -  GD1913
 GD1913  STATE/COUNTY-  TN/OBION
 GD1913  USGS QUAD   -  HARRIS (1983)
 GD1913
 GD1913                         *CURRENT SURVEY CONTROL
 GD1913  ___________________________________________________________________
 GD1913* NAD 83(1995)-  36 23 17.61733(N)    088 58 57.72046(W)     ADJUSTED  
 GD1913* NAVD 88     -        93.28   (meters)     306.0    (feet)  GPS OBS   
 GD1913  ___________________________________________________________________
 GD1913  X           -      91,267.969 (meters)                     COMP
 GD1913  Y           -  -5,139,802.009 (meters)                     COMP
 GD1913  Z           -   3,762,995.618 (meters)                     COMP
 GD1913  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GD1913  ELLIP HEIGHT-          65.08  (meters)          (02/20/01) GPS OBS
 GD1913  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD1913
 GD1913  HORZ ORDER  -  FIRST
 GD1913  ELLP ORDER  -  SECOND    CLASS I
 GD1913
 GD1913.This mark is at Everett-Stewart Airport (UCY)
 GD1913
 GD1913.The horizontal coordinates were established by GPS observations
 GD1913.and adjusted by the National Geodetic Survey in February 2001..
 GD1913
 GD1913.The orthometric height was determined by GPS observations and a
 GD1913.high-resolution geoid model.
 GD1913
 GD1913.GPS derived orthometric heights for airport stations designated as
 GD1913.PACS or SACS are published to 2 decimal places.  This maintains
 GD1913.centimeter relative accuracy between the PACS and SACS.  It does
 GD1913.not indicate centimeter accuracy relative to other marks which are
 GD1913.part of the NAVD 88 network.
 GD1913
 GD1913.Photographs are available for this station.
 GD1913
 GD1913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1913
 GD1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1913
 GD1913.The ellipsoidal height was determined by GPS observations
 GD1913.and is referenced to NAD 83.
 GD1913
 GD1913.The geoid height was determined by GEOID03.
 GD1913
 GD1913;                    North         East     Units Scale Factor Converg.
 GD1913;SPC TN       -   232,070.398   332,435.795   MT  0.99999508   -1 44 46.3
 GD1913;SPC TN       -   761,384.30  1,090,666.44   sFT  0.99999508   -1 44 46.3
 GD1913;UTM  16      - 4,028,835.658   322,173.299   MT  0.99998962   -1 10 35.6
 GD1913
 GD1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1913!SPC TN       -   0.99998979  x   0.99999508  =   0.99998487
 GD1913!UTM  16      -   0.99998979  x   0.99998962  =   0.99997941
 GD1913
 GD1913:                Primary Azimuth Mark                     Grid Az
 GD1913:SPC TN       -  EVERPORT                                 188 23 57.1
 GD1913:UTM  16      -  EVERPORT                                 187 49 46.4
 GD1913
 GD1913|---------------------------------------------------------------------|
 GD1913| PID    Reference Object                     Distance      Geod. Az  |
 GD1913|                                                           dddmmss.s |
 GD1913| GD1912 EVERPORT                            APPROX. 0.7 KM 1863910.8 |
 GD1913|---------------------------------------------------------------------|
 GD1913
 GD1913                          SUPERSEDED SURVEY CONTROL
 GD1913
 GD1913  NAD 83(1995)-  36 23 17.61733(N)    088 58 57.72061(W) AD(       ) 3
 GD1913  ELLIP H (04/12/99)   65.12   (m)                       GP(       ) 4 1
 GD1913  NAD 83(1995)-  36 23 17.61733(N)    088 58 57.72163(W) AD(       ) 3
 GD1913  NAD 83(1995)-  36 23 17.61711(N)    088 58 57.72210(W) AD(       ) 3
 GD1913  NGVD 29 (09/17/90)   93.2    (m)          306.     (f) GPS OBS        
 GD1913
 GD1913.Superseded values are not recommended for survey control.
 GD1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1913.See file dsdata.txt to determine how the superseded data were derived.
 GD1913
 GD1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF2217328836(NAD 83)
 GD1913_MARKER: I = METAL ROD
 GD1913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1913_SP_SET: OBJECT DRIVEN INTO GROUND
 GD1913_STAMPING: EVERPORT AZ MK 1987
 GD1913_MARK LOGO: NGS   
 GD1913_PROJECTION: RECESSED 5 CENTIMETERS
 GD1913_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GD1913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GD1913+STABILITY: POSITION/ELEVATION WELL
 GD1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1913+SATELLITE: SATELLITE OBSERVATIONS - 1999
 GD1913_ROD/PIPE-DEPTH: 13.1 meters
 GD1913_SLEEVE-DEPTH  : 0.9 meters
 GD1913
 GD1913  HISTORY     - Date     Condition        Report By
 GD1913  HISTORY     - 1987     MONUMENTED       NGS
 GD1913  HISTORY     - 19890425 GOOD
 GD1913  HISTORY     - 19890615 GOOD             NGS
 GD1913  HISTORY     - 1999     GOOD             LOWE
 GD1913
 GD1913                          STATION DESCRIPTION
 GD1913
 GD1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GD1913'1.0 MILE SOUTH ALONG STATE HIGHWAY 22 AND US HIGHWAY 45 W NORTH FROM
 GD1913'THE JUNCTION OF US HIGHWAY 45 W AND STATE HIGHWAYS 5 AND 21 IN
 GD1913'UNION CITY TO THE JUNCTION OF US HIGHWAY 45 W NORTH CONTINUE 3.9 MILES
 GD1913'SOUTH ALONG STATE HIGHWAY 22 TO THE JUNCTION OF A BLACK TOP ROAD,
 GD1913'THENCE 0.50 MILE SOUTH ALONG BLACK TOP ROAD TO A Y JUNCTION THENCE
 GD1913'0.15 MILE SOUTH ALONG SOUTH ALONG BLACK TOP ROAD TO A Y JUNCTION
 GD1913'THENCE 0.15 MILE SOUTHWEST ALONG BLACK TOP ROAD TO THE JUNCTION OF
 GD1913'AIRPORT ENTRANCE RIVE, THENCE 0.05 MILE WEST ALONG AIRPORT ENTRANCE
 GD1913'DRIVE TO THE OFFICE BUILDING FOR THE EVERETT STEWART AIRPORT, THENCE
 GD1913'0.35 MILE NORTHEAST ALONG TAXIWAY TO END OF RUNWAY AND MARK A 3-D
 GD1913'MARK, A STAINLESS STEEL ROD DRIVEN 43.0 FEET, 5 INCHES BELOW
 GD1913'GROUND ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED
 GD1913'IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED EVERPORT AZ MK 1987, 2
 GD1913'INCHES BELOW GROUND, WITH A REBAR IN CONCRETE, 86.0 FEET EAST OF EAST
 GD1913'EDGE OF RUNWAY 92.3 FEET WEST OF WEST EDGE OF TAXIWAY, 73.0 FEET
 GD1913'SOUTHWEST OF CENTER OF CONCRETE CULVERT WITH HEADWALL, 40.0 FEET
 GD1913'SOUTH OF SOUTH EDGE OF CROSSOVER, 57.3 FEET NORTHEAST OF CENTER
 GD1913'OF NORTHERN VAGI, AND 0.6 FOOT NORTH OF FIBERGLASS WITNESS POST.
 GD1913'
 GD1913'NOTE-- DRIVING STUD SNAPPED OFF, AND WAS UNABLE TO GET ROD UNDONE
 GD1913'BUT ROD WAS SOLID IN GROUND.
 GD1913
 GD1913                          STATION RECOVERY (1989)
 GD1913
 GD1913'RECOVERED 1989
 GD1913'RECOVERED IN GOOD CONDITION.
 GD1913
 GD1913                          STATION RECOVERY (1989)
 GD1913
 GD1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD1913'THE STATION IS LOCATED ON THE EAST SIDE OF THE NORTH END OF THE
 GD1913'AIRPORT.  THE STATION IS 65.5 FEET (20.0 M) SOUTH FROM THE
 GD1913'NORTHERNMOST TAXIWAY LIGHT, 85.8 FEET (26.2 M) SOUTHEAST FROM THE
 GD1913'RUNWAY EDGE, 54.0 FEET (16.5 M) EAST FROM THE EAST EDGE OF THE
 GD1913'NORTHERNMOST VASI, 39.7 FEET (12.1 M) SOUTHEAST FROM THE SOUTHEAST
 GD1913'EDGE OF THE NORTHERNMOST TAXIWAY,33.7 FEET WEST FROM THE THIRD TAXIWAY
 GD1913'LIGHT SOUTH FROM THE RUNWAY, AND 1.0 FOOT (0.3 M) NORTHEAST FROM A
 GD1913'CARSONITE WITNESS POST.  THE STATION IS A PUNCH HOLE IN A STAINLESS
 GD1913'STEEL ROD BENEATH AN ACCESS COVER STAMPED EVERPORT AZ MK 1987.
 GD1913
 GD1913                          STATION RECOVERY (1999)
 GD1913
 GD1913'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1913'RECOVERED 1999
 GD1913'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 GD1913'SECONDARY AIRPORT CONTROL STATION.
 GD1913' 
 GD1913' 
 GD1913'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2589 ***********************************************************************
 GC2589  DESIGNATION -  EWEN
 GC2589  PID         -  GC2589
 GC2589  STATE/COUNTY-  TN/HUMPHREYS
 GC2589  USGS QUAD   -  MC EWEN (1982)
 GC2589
 GC2589                         *CURRENT SURVEY CONTROL
 GC2589  ___________________________________________________________________
 GC2589* NAD 83(1995)-  36 06 22.53494(N)    087 38 09.75066(W)     ADJUSTED  
 GC2589* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 GC2589  ___________________________________________________________________
 GC2589  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GC2589  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC2589
 GC2589  HORZ ORDER  -  SECOND
 GC2589
 GC2589.The horizontal coordinates were established by classical geodetic methods
 GC2589.and adjusted by the National Geodetic Survey in April 1999..
 GC2589
 GC2589.The orthometric height was scaled from a topographic map.
 GC2589
 GC2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2589
 GC2589.The geoid height was determined by GEOID03.
 GC2589
 GC2589;                    North         East     Units Scale Factor Converg.
 GC2589;SPC TN       -   197,936.727   452,699.382   MT  0.99995965   -0 57 28.1
 GC2589;SPC TN       -   649,397.41  1,485,231.22   sFT  0.99995965   -0 57 28.1
 GC2589;UTM  16      - 3,995,921.566   442,751.699   MT  0.99964038   -0 22 29.4
 GC2589
 GC2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2589!SPC TN       -   0.99996387  x   0.99995965  =   0.99992352
 GC2589!UTM  16      -   0.99996387  x   0.99964038  =   0.99960426
 GC2589
 GC2589|---------------------------------------------------------------------|
 GC2589| PID    Reference Object                     Distance      Geod. Az  |
 GC2589|                                                           dddmmss.s |
 GC2589| GC2591 MC EWEN MUNICIPAL TANK               13.867 METERS 13447     |
 GC2589| CG5765 EWEN RM 2                            27.083 METERS 20630     |
 GC2589| CG5764 EWEN RM 1                            27.928 METERS 32553     |
 GC2589| GC1546 Q 27                                               3360034.2 |
 GC2589|---------------------------------------------------------------------|
 GC2589
 GC2589                          SUPERSEDED SURVEY CONTROL
 GC2589
 GC2589  NAD 83(1995)-  36 06 22.53639(N)    087 38 09.75400(W) AD(       ) 2
 GC2589  NAD 83(1995)-  36 06 22.53766(N)    087 38 09.75476(W) AD(       ) 2
 GC2589  NAD 83(1986)-  36 06 22.54499(N)    087 38 09.75234(W) AD(       ) 2
 GC2589  NAD 27      -  36 06 22.32900(N)    087 38 09.68800(W) AD(       ) 2
 GC2589
 GC2589.Superseded values are not recommended for survey control.
 GC2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2589.See file dsdata.txt to determine how the superseded data were derived.
 GC2589
 GC2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4275295922(NAD 83)
 GC2589_MARKER: DS = TRIANGULATION STATION DISK
 GC2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2589
 GC2589  HISTORY     - Date     Condition        Report By
 GC2589  HISTORY     - 1952     MONUMENTED       CGS
 GC2589  HISTORY     - 1961     GOOD             TNHD
 GC2589  HISTORY     - 1972     GOOD             LOCENG
 GC2589
 GC2589                          STATION DESCRIPTION
 GC2589
 GC2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2589'STATION IS LOCATED IN THE SOUTHWEST EDGE OF MC EWEN AT THE MC EWEN
 GC2589'MUNICIPAL WATER TANK AND IS ON PROPERTY OWNED BY THE TOWN.  IT IS
 GC2589'45.5 FEET NORTHWEST OF THE CENTER OF THE BASE OF THE WATER TANK, 45
 GC2589'FEET NORTHWEST OF THE NORTHEAST LEG OF THE TANK, 45 FEET EAST OF THE
 GC2589'CENTER OF A DRIVEWAY, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC2589'THE WEST WING OF A CONCRETE BLOCK BUILDING AND 19 FEET NORTH OF
 GC2589'THE NORTHWEST LEG OF THE TANK.  THE MARK IS FLUSH AND THE DISK IS
 GC2589'STAMPED EWEN 1952.
 GC2589'
 GC2589'REFERENCE MARK NO. 1 IS 52 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GC2589'THE CONCRETE BLOCK BUILDING, 28 FEET EAST OF THE CENTER OF A PAVED
 GC2589'STREET AND 1 FOOT EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK.  THE
 GC2589'MARK IS FLUSH AND THE DISK IS STAMPED EWEN NO 1 1952.
 GC2589'
 GC2589'REFERENCE MARK NO. 2 IS 62 FEET WEST OF THE SOUTHWEST LEG OF THE
 GC2589'WATER TANK, 60 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE
 GC2589'AND 23 FEET NORTHEAST OF A 24 INCH OAK TREE.  THE MARK IS FLUSH AND
 GC2589'THE DISK IS STAMPED EWEN NO 2 1952.
 GC2589'
 GC2589'BENCH MARK Q 27 WAS USED AS AN AZIMUTH MARK.  IT IS 48 FEET NORTH OF
 GC2589'THE NORTH RAIL OF A RAILROAD, 30 FEET WEST OF THE CENTER OF A PAVED
 GC2589'STREET, 6 FT SE OF A LARGE CONCRETE POST AT THE SOUTHEAST ENTRANCE OF
 GC2589'THE ST. PATRICKS CATHOLIC CHURCH AND SCHOOL AND 2
 GC2589'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS A 12X12 INCH
 GC2589'CONCRETE POST WHICH PROJECTS 6 INCHES WITH A STANDARD U.S.
 GC2589'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP STAMPED Q 27
 GC2589'1934.
 GC2589'
 GC2589'TO REACH THE BENCH MARK Q 27 FROM THE STATION, GO NORTH ON A PAVED
 GC2589'STREET FOR 0.05 MILE TO U.S. HIGHWAY 70, CONTINUE NORTH ON PAVED
 GC2589'STREET FOR 0.15 MILE TO A RAILROAD CROSSING AND ENTRANCE INTO THE ST.
 GC2589'PATRICKS CATHOLIC CHURCH AND THE MARK AS DESCRIBED.
 GC2589'
 GC2589'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2589
 GC2589                          STATION RECOVERY (1961)
 GC2589
 GC2589'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC2589'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 GC2589'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE REFERENCE MARKS AND
 GC2589'THE STATION AND WERE FOUND TO CHECK THE 1952 MEASUREMENTS.  THE
 GC2589'1952 DESCRIPTION IS COMPLETELY ADEQUATE.
 GC2589
 GC2589                          STATION RECOVERY (1972)
 GC2589
 GC2589'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2589'EWEN STATION MARK RECOVERED IN GOOD CONDITION.
 GC2589'
 GC2589'EWEN 1952 FOUND STAMPED ON THE POINT.
 GC2589'
 GC2589'DESCRIPTION AS IN BULLETIN.
 GC2589'REF. MK. NO. 1 RECOVERED IN GOOD CONDITION.
 GC2589'REF. MK. NO. 2 RECOVERED IN GOOD CONDITION.
 GC2589'AZ. MK.-RECOVERED IN GOOD CONDITION.  ADD TO DESCRIPTION--34 FEET
 GC2589'W OF CENTER LINE OF STREET, 18.1 FEET S 30 DEG W OF 14 INCH CEDAR,
 GC2589'11.6 FEET N 70 DEG E OF 14 INCH CEDAR.
 GC2589'
 GC2589'DISTANCE AND DIRECTION FROM NEAREST TOWN AT WATER TANK IN MCEWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0493 ***********************************************************************
 GC0493  DESIGNATION -  EWING
 GC0493  PID         -  GC0493
 GC0493  STATE/COUNTY-  TN/DAVIDSON
 GC0493  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0493
 GC0493                         *CURRENT SURVEY CONTROL
 GC0493  ___________________________________________________________________
 GC0493* NAD 83(1995)-  36 13 40.23265(N)    086 46 28.97246(W)     ADJUSTED  
 GC0493* NAVD 88     -       188.723  (meters)     619.17   (feet)  ADJUSTED  
 GC0493  ___________________________________________________________________
 GC0493  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GC0493  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0493  DYNAMIC HT  -         188.562 (meters)     618.64  (feet)  COMP
 GC0493  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 GC0493
 GC0493  HORZ ORDER  -  THIRD
 GC0493  VERT ORDER  -  SECOND    CLASS 0
 GC0493
 GC0493.The horizontal coordinates were established by classical geodetic methods
 GC0493.and adjusted by the National Geodetic Survey in April 1999..
 GC0493
 GC0493.The orthometric height was determined by differential leveling
 GC0493.and adjusted by the National Geodetic Survey in June 1991..
 GC0493
 GC0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0493
 GC0493.The geoid height was determined by GEOID03.
 GC0493
 GC0493.The dynamic height is computed by dividing the NAVD 88
 GC0493.geopotential number by the normal gravity value computed on the
 GC0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0493.degrees latitude (g = 980.6199 gals.).
 GC0493
 GC0493.The modeled gravity was interpolated from observed gravity values.
 GC0493
 GC0493;                    North         East     Units Scale Factor Converg.
 GC0493;SPC TN       -   210,471.764   530,353.037   MT  0.99997195   -0 27 12.8
 GC0493;SPC TN       -   690,522.78  1,739,999.92   sFT  0.99997195   -0 27 12.8
 GC0493;UTM  16      - 4,009,243.511   520,245.890   MT  0.99960505   +0 07 59.3
 GC0493
 GC0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0493!SPC TN       -   0.99997499  x   0.99997195  =   0.99994694
 GC0493!UTM  16      -   0.99997499  x   0.99960505  =   0.99958005
 GC0493
 GC0493|---------------------------------------------------------------------|
 GC0493| PID    Reference Object                     Distance      Geod. Az  |
 GC0493|                                                           dddmmss.s |
 GC0493| GC0492 EWING RM 1                           11.772 METERS 10408     |
 GC0493| GC0494 EWING RM 2                           10.903 METERS 19821     |
 GC0493| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 4.6 KM 3452046.6 |
 GC0493|---------------------------------------------------------------------|
 GC0493
 GC0493                          SUPERSEDED SURVEY CONTROL
 GC0493
 GC0493  NAD 83(1995)-  36 13 40.23442(N)    086 46 28.97438(W) AD(       ) 3
 GC0493  NAD 83(1995)-  36 13 40.23704(N)    086 46 28.97495(W) AD(       ) 3
 GC0493  NAD 83(1986)-  36 13 40.24271(N)    086 46 28.97572(W) AD(       ) 3
 GC0493  NAD 27      -  36 13 40.04550(N)    086 46 28.98204(W) AD(       ) 3
 GC0493  NGVD 29 (??/??/92)  188.755  (m)          619.27   (f) ADJ UNCH    2 0
 GC0493
 GC0493.Superseded values are not recommended for survey control.
 GC0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0493.See file dsdata.txt to determine how the superseded data were derived.
 GC0493
 GC0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2024609244(NAD 83)
 GC0493_MARKER: DE = TRAVERSE STATION DISK
 GC0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0493_STAMPING: EWING 1959
 GC0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0493+STABILITY: SURFACE MOTION
 GC0493
 GC0493  HISTORY     - Date     Condition        Report By
 GC0493  HISTORY     - 1959     MONUMENTED       CGS
 GC0493  HISTORY     - 1960     GOOD             NGS
 GC0493  HISTORY     - 1965     GOOD             CGS
 GC0493  HISTORY     - 1967     GOOD             CGS
 GC0493  HISTORY     - 1967     GOOD             NGS
 GC0493
 GC0493                          STATION DESCRIPTION
 GC0493
 GC0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0493'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF THE BUSINESS DISTRICT
 GC0493'OF NASHVILLE, ABOUT 0.4 MILE EAST OF BRICK CHURCH PIKE, 0.2 MILE
 GC0493'SOUTH OF EWING LANE AND NEAR THE SUMMIT OF THE HILL ON WHICH IS
 GC0493'LOCATED THE RESIDENCE OF C.H. WILES.
 GC0493'
 GC0493'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 31W, 41
 GC0493'AND 431 IN THE NORTHERN SECTION OF NASHVILLE, GO NORTHWEST ON
 GC0493'U.S. HIGHWAY 431 FOR 0.35 MILE TO BRICK CHURCH PIKE ON THE RIGHT,
 GC0493'TURN RIGHT GOING NORTH ON BRICK CHURCH PIKE FOR 0.9 MILE TO A
 GC0493'CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO 1.75 MILES TO EWING LANE ON
 GC0493'THE RIGHT, TURN RIGHT GOING EAST ON EWING LANE FOR 0.3 MILE TO A
 GC0493'PRIVATE ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW PRIVATE ROAD FOR
 GC0493'0.35 MILE TO THE C.H. WILES RESIDENCE AND THE STATION SITE AS
 GC0493'DESCRIBED.
 GC0493'
 GC0493'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED EWING 1959.  THE
 GC0493'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GC0493'WITH THE SURFACE OF THE GROUND.  IT IS 103 FEET EAST-NORTHEAST OF THE
 GC0493'SOUTHEAST CORNER OF GARAGE AND HOUSE AND 13 FEET NORTH OF THE
 GC0493'APPROXIMATE CENTER OF DRIVEWAY.
 GC0493'
 GC0493'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC0493'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED EWING
 GC0493'1959.
 GC0493'
 GC0493'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED EWING NO 1
 GC0493'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0493'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 21 FEET NORTH
 GC0493'OF THE APPROXIMATE CENTER OF DRIVEWAY, 6 FEET NORTHWEST OF A SMALL
 GC0493'TREE AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 GC0493'
 GC0493'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED EWING NO 2
 GC0493'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0493'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 88 FEET EAST OF
 GC0493'THE SOUTHEAST CORNER OF GARAGE AND HOUSE, 23 FEET SOUTH OF THE
 GC0493'APPROXIMATE CENTER OF DRIVEWAY AND 27 FEET WEST OF A 10-INCH TREE.
 GC0493'
 GC0493'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 GC0493'
 GC0493'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GC0493
 GC0493                          STATION RECOVERY (1960)
 GC0493
 GC0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0493'IN NASHVILLE.
 GC0493'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0493'(U.S. HIGHWAY 41 AND 31 W) IN NORTHEAST NASHVILLE, GO NORTH ON
 GC0493'DICKERSON ROAD FOR 1.6 MILES, THEN 1.0 MILE WEST ON EWING DRIVE
 GC0493'TO A PRIVATE DRIVE, THEN 0.35 MILE SOUTH ON THE PRIVATE DRIVE TO
 GC0493'THE C.H. WILES RESIDENCE.  THE STATION MARK IS 103 FT.
 GC0493'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF GARAGE AND A HOUSE AND
 GC0493'13 FT. NORTH OF THE CENTER OF THE DRIVEWAY SET IN THE TOP OF A
 GC0493'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC0493
 GC0493                          STATION RECOVERY (1965)
 GC0493
 GC0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC0493'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GC0493'DESCRIBED.  THE 1959 DESCRIPTION IS COMPLETELY ADEQUATE.
 GC0493
 GC0493                          STATION RECOVERY (1967)
 GC0493
 GC0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC0493'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN HORIZONTAL
 GC0493'CONTROL DATA PUBLISHED MAY 1960, QUAD 360863, STATION 1041.
 GC0493'
 GC0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NORTH
 GC0493'OF THE CENTER OF NASHVILLE.
 GC0493
 GC0493                          STATION RECOVERY (1967)
 GC0493
 GC0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0492 ***********************************************************************
 GC0492  DESIGNATION -  EWING RM 1
 GC0492  PID         -  GC0492
 GC0492  STATE/COUNTY-  TN/DAVIDSON
 GC0492  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0492
 GC0492                         *CURRENT SURVEY CONTROL
 GC0492  ___________________________________________________________________
 GC0492* NAD 83(1986)-  36 13 40.     (N)    086 46 28.     (W)     SCALED    
 GC0492* NAVD 88     -       187.812  (meters)     616.18   (feet)  ADJUSTED  
 GC0492  ___________________________________________________________________
 GC0492  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0492  DYNAMIC HT  -         187.653 (meters)     615.66  (feet)  COMP
 GC0492  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 GC0492
 GC0492  VERT ORDER  -  SECOND    CLASS 0
 GC0492
 GC0492.The horizontal coordinates were scaled from a topographic map and have
 GC0492.an estimated accuracy of +/- 6 seconds.
 GC0492
 GC0492.The orthometric height was determined by differential leveling
 GC0492.and adjusted by the National Geodetic Survey in June 1991..
 GC0492
 GC0492.The geoid height was determined by GEOID03.
 GC0492
 GC0492.The dynamic height is computed by dividing the NAVD 88
 GC0492.geopotential number by the normal gravity value computed on the
 GC0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0492.degrees latitude (g = 980.6199 gals.).
 GC0492
 GC0492.The modeled gravity was interpolated from observed gravity values.
 GC0492
 GC0492;                    North         East    Units  Estimated Accuracy
 GC0492;SPC TN       -   210,460.      530,380.      MT  (+/- 180 meters Scaled)
 GC0492
 GC0492                          SUPERSEDED SURVEY CONTROL
 GC0492
 GC0492  NGVD 29 (??/??/92)  187.845  (m)          616.29   (f) ADJ UNCH    2 0
 GC0492
 GC0492.Superseded values are not recommended for survey control.
 GC0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0492.See file dsdata.txt to determine how the superseded data were derived.
 GC0492
 GC0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF202092(NAD 83)
 GC0492_MARKER: DR = REFERENCE MARK DISK
 GC0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0492_STAMPING: EWING NO 1 1959
 GC0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0492+STABILITY: SURFACE MOTION
 GC0492
 GC0492  HISTORY     - Date     Condition        Report By
 GC0492  HISTORY     - 1959     MONUMENTED       CGS
 GC0492  HISTORY     - 1960     GOOD             NGS
 GC0492  HISTORY     - 1967     GOOD             NGS
 GC0492
 GC0492                          STATION DESCRIPTION
 GC0492
 GC0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0492'IN NASHVILLE.
 GC0492'THIS MARK IS LOCATED AT THE EWING 1959 STATION SITE, 38.6 FT.
 GC0492'EAST-SOUTHEAST OF THE STATION MARK, 21 FT. NORTH OF THE CENTER
 GC0492'OF THE DRIVEWAY, 6 FT. NORTHWEST OF A SMALL TREE SET IN THE TOP
 GC0492'OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC0492
 GC0492                          STATION RECOVERY (1967)
 GC0492
 GC0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0494 ***********************************************************************
 GC0494  DESIGNATION -  EWING RM 2
 GC0494  PID         -  GC0494
 GC0494  STATE/COUNTY-  TN/DAVIDSON
 GC0494  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0494
 GC0494                         *CURRENT SURVEY CONTROL
 GC0494  ___________________________________________________________________
 GC0494* NAD 83(1986)-  36 13 40.     (N)    086 46 28.     (W)     SCALED    
 GC0494* NAVD 88     -       188.780  (meters)     619.36   (feet)  ADJUSTED  
 GC0494  ___________________________________________________________________
 GC0494  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0494  DYNAMIC HT  -         188.619 (meters)     618.83  (feet)  COMP
 GC0494  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 GC0494
 GC0494  VERT ORDER  -  SECOND    CLASS 0
 GC0494
 GC0494.The horizontal coordinates were scaled from a topographic map and have
 GC0494.an estimated accuracy of +/- 6 seconds.
 GC0494
 GC0494.The orthometric height was determined by differential leveling
 GC0494.and adjusted by the National Geodetic Survey in June 1991..
 GC0494
 GC0494.The geoid height was determined by GEOID03.
 GC0494
 GC0494.The dynamic height is computed by dividing the NAVD 88
 GC0494.geopotential number by the normal gravity value computed on the
 GC0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0494.degrees latitude (g = 980.6199 gals.).
 GC0494
 GC0494.The modeled gravity was interpolated from observed gravity values.
 GC0494
 GC0494;                    North         East    Units  Estimated Accuracy
 GC0494;SPC TN       -   210,460.      530,380.      MT  (+/- 180 meters Scaled)
 GC0494
 GC0494                          SUPERSEDED SURVEY CONTROL
 GC0494
 GC0494  NGVD 29 (??/??/92)  188.812  (m)          619.46   (f) ADJ UNCH    2 0
 GC0494
 GC0494.Superseded values are not recommended for survey control.
 GC0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0494.See file dsdata.txt to determine how the superseded data were derived.
 GC0494
 GC0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF202092(NAD 83)
 GC0494_MARKER: DR = REFERENCE MARK DISK
 GC0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0494_STAMPING: EWING NO 2 1959
 GC0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0494+STABILITY: SURFACE MOTION
 GC0494
 GC0494  HISTORY     - Date     Condition        Report By
 GC0494  HISTORY     - 1959     MONUMENTED       CGS
 GC0494  HISTORY     - 1960     GOOD             NGS
 GC0494  HISTORY     - 1967     GOOD             NGS
 GC0494
 GC0494                          STATION DESCRIPTION
 GC0494
 GC0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0494'IN NASHVILLE.
 GC0494'THIS MARK IS LOCATED AT THE EWING 1959 STATION SITE, 35.7 FEET
 GC0494'SOUTH-SOUTHWEST OF THE STATION MARK, 88 FT. EAST OF THE
 GC0494'SOUTHEAST CORNER OF GARAGE AND HOUSE, 23 FT. SOUTH OF THE CENTER
 GC0494'OF THE DRIVEWAY AND 27 FT. WEST OF A 10-INCH TREE SET IN THE
 GC0494'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 GC0494'GROUND.
 GC0494
 GC0494                          STATION RECOVERY (1967)
 GC0494
 GC0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1998 ***********************************************************************
 FF1998  DESIGNATION -  EXCHANGE
 FF1998  PID         -  FF1998
 FF1998  STATE/COUNTY-  TN/SHELBY
 FF1998  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1998
 FF1998                         *CURRENT SURVEY CONTROL
 FF1998  ___________________________________________________________________
 FF1998* NAD 83(1995)-  35 08 42.05952(N)    090 03 05.90336(W)     ADJUSTED  
 FF1998* NAVD 88     -       156.2    (meters)     512.     (feet)  VERTCON   
 FF1998  ___________________________________________________________________
 FF1998  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FF1998  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1998
 FF1998  HORZ ORDER  -  FIRST
 FF1998
 FF1998.The horizontal coordinates were established by classical geodetic methods
 FF1998.and adjusted by the National Geodetic Survey in April 1999..
 FF1998
 FF1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1998
 FF1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1998
 FF1998.The geoid height was determined by GEOID03.
 FF1998
 FF1998;                    North         East     Units Scale Factor Converg.
 FF1998;SPC TN       -    97,698.721   230,884.948   MT  1.00002019   -2 22 19.2
 FF1998;SPC TN       -   320,533.22    757,495.03   sFT  1.00002019   -2 22 19.2
 FF1998;SPC AR N     -    91,805.934   577,530.092   MT  0.99996513   +1 08 01.5
 FF1998;SPC AR N     -   301,199.97  1,894,779.98   sFT  0.99996513   +1 08 01.5
 FF1998;UTM  15      - 3,893,105.461   768,607.525   MT  1.00048929   +1 41 53.6
 FF1998;UTM  16      - 3,893,389.414   221,980.310   MT  1.00055271   -1 45 28.1
 FF1998
 FF1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1998!SPC TN       -   0.99997976  x   1.00002019  =   0.99999995
 FF1998!SPC AR N     -   0.99997976  x   0.99996513  =   0.99994489
 FF1998!UTM  15      -   0.99997976  x   1.00048929  =   1.00046904
 FF1998!UTM  16      -   0.99997976  x   1.00055271  =   1.00053246
 FF1998
 FF1998:                Primary Azimuth Mark                     Grid Az
 FF1998:SPC TN       -  MEMPHIS MC LEAN BAPTIST CH               073 49 03.1
 FF1998:SPC AR N     -  MEMPHIS MC LEAN BAPTIST CH               070 18 42.4
 FF1998:UTM  15      -  MEMPHIS MC LEAN BAPTIST CH               069 44 50.3
 FF1998:UTM  16      -  MEMPHIS MC LEAN BAPTIST CH               073 12 12.0
 FF1998
 FF1998|---------------------------------------------------------------------|
 FF1998| PID    Reference Object                     Distance      Geod. Az  |
 FF1998|                                                           dddmmss.s |
 FF1998| FE2577 MEMPHIS MC LEAN BAPTIST CH          APPROX. 5.3 KM 0712643.9 |
 FF1998| FE2563 AIRPORT BCN MEMPHIS MUN APT         APPROX.11.9 KM 1473712.5 |
 FF1998|---------------------------------------------------------------------|
 FF1998
 FF1998                          SUPERSEDED SURVEY CONTROL
 FF1998
 FF1998  NAD 83(1995)-  35 08 42.06181(N)    090 03 05.90281(W) AD(       ) 1
 FF1998  NAD 83(1995)-  35 08 42.06536(N)    090 03 05.90245(W) AD(       ) 1
 FF1998  NAD 83(1986)-  35 08 42.06989(N)    090 03 05.90450(W) AD(       ) 1
 FF1998  NAD 27      -  35 08 41.74500(N)    090 03 05.57300(W) AD(       ) 1
 FF1998  NGVD 29 (07/19/86)  156.2    (m)          512.     (f) VERT ANG       
 FF1998
 FF1998.Superseded values are not recommended for survey control.
 FF1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1998.See file dsdata.txt to determine how the superseded data were derived.
 FF1998
 FF1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6860893105(NAD 83)
 FF1998_MARKER: DS = TRIANGULATION STATION DISK
 FF1998_SETTING: 0 = UNSPECIFIED SETTING
 FF1998
 FF1998  HISTORY     - Date     Condition        Report By
 FF1998  HISTORY     - 1914     MONUMENTED       CGS
 FF1998  HISTORY     - 1957     GOOD             CGS
 FF1998  HISTORY     - 1959     GOOD             CGS
 FF1998
 FF1998                          STATION DESCRIPTION
 FF1998
 FF1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 FF1998'IN MEMPHIS, ON ROOF OF EXCHANGE BUILDING (FORMERLY COTTON
 FF1998'EXCHANGE BUILDING) AT CORNER OF SECOND AND MADISON STREETS.
 FF1998'MARK IS STANDARD STATION DISK FLUSH WITH CONCRETE ROOF,
 FF1998'UNDER LAYER OF TAR AND GRAVEL, IN SOUTHEAST CORNER OF BUILDING,
 FF1998'1.38 METERS (4.5 FEET) FROM INSIDE OF CORNICE ON SECOND
 FF1998'STREET SIDE, AND 1.48 METERS (4.9 FEET) FROM INSIDE OF CORNICE
 FF1998'ON MADISON STREET SIDE.  CENTER OF IRON FLAGPOLE IS 3.08
 FF1998'METERS (10.1 FEET) FROM STATION, S 13 DEG 30 MIN W.
 FF1998
 FF1998                          STATION RECOVERY (1957)
 FF1998
 FF1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1998'THE STATION WAS RECOVERED AS DESCRIBED AND ADDITIONAL MEASUREMENTS
 FF1998'WERE MADE TO FACILITATE FUTURE RECOVERIES.  THE FLAGPOLE
 FF1998'HAS BEEN REMOVED FROM THE ROOF.
 FF1998'
 FF1998'THE STATION IS 6.6 FEET NORTHWEST OF THE SOUTHEAST CORNER
 FF1998'OF THE SOUTH WING OF THE EXCHANGE BUILDING, 59.0 FEET EAST
 FF1998'OF THE SOUTHWEST CORNER, 67.0 FEET SOUTHEAST OF THE NORTHWEST
 FF1998'CORNER, 32.7 FEET SOUTH OF THE NORTHEAST CORNER, 4.6 FEET
 FF1998'WEST OF THE EAST WALL, 4.9 FEET NORTH OF THE SOUTH WALL,
 FF1998'32.4 FEET SOUTH OF THE NORTH WALL AND 58.8 FEET EAST OF
 FF1998'THE WEST WALL.  THE STATION IS A STANDARD BRONZE DISK SET
 FF1998'IN A CONCRETE ROOF AND HAS TAR ON THE EDGES OF THE MARK.
 FF1998'THE MARK IS COVERED WITH ROOFING GRAVEL.  THE DISK IS
 FF1998'UNSTAMPED.
 FF1998
 FF1998                          STATION RECOVERY (1959)
 FF1998
 FF1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1998'THE STATION WAS RECOVERED AS DESCRIBED.  THE 1957 DESCRIPTION
 FF1998'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7713 ***********************************************************************
 DG7713  CBN         -  This is a Cooperative Base Network Control Station.
 DG7713  DESIGNATION -  EXPO
 DG7713  PID         -  DG7713
 DG7713  STATE/COUNTY-  TN/RUTHERFORD
 DG7713  USGS QUAD   -  SMYRNA (1998)
 DG7713
 DG7713                         *CURRENT SURVEY CONTROL
 DG7713  ___________________________________________________________________
 DG7713* NAD 83(1995)-  35 58 23.86740(N)    086 34 25.08443(W)     ADJUSTED  
 DG7713* NAVD 88     -       199.9    (meters)     656.     (feet)  GPS OBS   
 DG7713  ___________________________________________________________________
 DG7713  X           -     308,861.968 (meters)                     COMP
 DG7713  Y           -  -5,158,640.288 (meters)                     COMP
 DG7713  Z           -   3,725,894.622 (meters)                     COMP
 DG7713  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DG7713  ELLIP HEIGHT-         171.02  (meters)          (08/03/04) GPS OBS
 DG7713  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG7713
 DG7713  HORZ ORDER  -  A
 DG7713  ELLP ORDER  -  FOURTH    CLASS I
 DG7713
 DG7713.The horizontal coordinates were established by GPS observations
 DG7713.and adjusted by the National Geodetic Survey in August 2004..
 DG7713
 DG7713.The orthometric height was determined by GPS observations and a
 DG7713.high-resolution geoid model.
 DG7713
 DG7713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7713
 DG7713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7713
 DG7713.The ellipsoidal height was determined by GPS observations
 DG7713.and is referenced to NAD 83.
 DG7713
 DG7713.The geoid height was determined by GEOID03.
 DG7713
 DG7713;                    North         East     Units Scale Factor Converg.
 DG7713;SPC TN       -   182,104.219   548,264.375   MT  0.99995134   -0 20 09.0
 DG7713;SPC TN       -   597,453.59  1,798,764.04   sFT  0.99995134   -0 20 09.0
 DG7713;UTM  16      - 3,981,070.667   538,440.365   MT  0.99961821   +0 15 01.6
 DG7713
 DG7713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7713!SPC TN       -   0.99997316  x   0.99995134  =   0.99992450
 DG7713!UTM  16      -   0.99997316  x   0.99961821  =   0.99959138
 DG7713
 DG7713                          SUPERSEDED SURVEY CONTROL
 DG7713
 DG7713.No superseded survey control is available for this station.
 DG7713
 DG7713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3844081071(NAD 83)
 DG7713_MARKER: DD = SURVEY DISK
 DG7713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7713_STAMPING: EXPO 2001
 DG7713_MARK LOGO: TNDT  
 DG7713_PROJECTION: FLUSH
 DG7713_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7713+STABILITY: SURFACE MOTION
 DG7713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7713+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7713
 DG7713  HISTORY     - Date     Condition        Report By
 DG7713  HISTORY     - 2001     MONUMENTED       TNDT
 DG7713  HISTORY     - 20031010 GOOD             TNDT
 DG7713
 DG7713                          STATION DESCRIPTION
 DG7713
 DG7713'DESCRIBED BY TN DEPT OF TRANSP 2003 (DWB)
 DG7713'THE STATION IS LOCATED IN RUTHERFORD COUNTY, TN AT THE INTERSTATE 24
 DG7713'EXCHANGE WITH STATE ROUTE 266 ABOUT 3 MILES WEST OF SMYRNA, 4 MILES
 DG7713'SOUTH OF LA VERGNE AND 5 MILES EAST OF NOLENSVILLE.
 DG7713' 
 DG7713'TO REACH THE STATION FROM THE INTERSECTION OF I 24 AND SR 266 (SAM
 DG7713'RIDLEY PARKWAY), GO SOUTH WESTERLY ON SR 266 FOR 0.2 MILE TO THE
 DG7713'STATION ON THE LEFT AT THE RIGHT OF WAY FENCE.
 DG7713' 
 DG7713'THE STATION IS A STANDARD TNDOT ALUMINUM DISK STAMPED--EXPO 2001--
 DG7713'AFFIXED ATOP A 5 FOOT LONG .625 INCH REBAR, SET FLUSH WITH THE GROUND.
 DG7713'IT IS 166 FT SOUTH OF THE METAL SIGN (I 24 E AND I 24 W), 50 FEET
 DG7713'NORTH NORTHEAST OF A POWER POLE (TAGGED 8), 29 FEET NORTHEAST OF A
 DG7713'CONCRETE RIGHT OF WAY MONUMENT AT THE TURN IN THE FENCE, 24.8 FEET
 DG7713'NORTH OF AN ORANGE FIBERGLASS WITNESS POST AT THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1458 ***********************************************************************
 FD1458  DESIGNATION -  EZELL
 FD1458  PID         -  FD1458
 FD1458  STATE/COUNTY-  TN/GILES
 FD1458  USGS QUAD   -  DELLROSE (1982)
 FD1458
 FD1458                         *CURRENT SURVEY CONTROL
 FD1458  ___________________________________________________________________
 FD1458* NAD 83(1995)-  35 00 41.90194(N)    086 51 53.10484(W)     ADJUSTED  
 FD1458* NAVD 88     -       271.8    (meters)     892.     (feet)  VERTCON   
 FD1458  ___________________________________________________________________
 FD1458  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FD1458  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1458
 FD1458  HORZ ORDER  -  SECOND
 FD1458
 FD1458.The horizontal coordinates were established by classical geodetic methods
 FD1458.and adjusted by the National Geodetic Survey in April 1999..
 FD1458
 FD1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1458
 FD1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1458
 FD1458.The geoid height was determined by GEOID03.
 FD1458
 FD1458;                    North         East     Units Scale Factor Converg.
 FD1458;SPC TN       -    75,608.208   521,066.645   MT  1.00005061   -0 30 22.5
 FD1458;SPC TN       -   248,057.93  1,709,532.82   sFT  1.00005061   -0 30 22.5
 FD1458;UTM  16      - 3,874,342.190   512,339.920   MT  0.99960188   +0 04 39.4
 FD1458
 FD1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1458!SPC TN       -   0.99996167  x   1.00005061  =   1.00001228
 FD1458!UTM  16      -   0.99996167  x   0.99960188  =   0.99956357
 FD1458
 FD1458|---------------------------------------------------------------------|
 FD1458| PID    Reference Object                     Distance      Geod. Az  |
 FD1458|                                                           dddmmss.s |
 FD1458| CG5767 EZELL RM 1                           29.251 METERS 03107     |
 FD1458| CG5766 EZELL AZ MK                                        0671028.2 |
 FD1458| EF1490 ARDMORE MUNICIPAL TANK              APPROX. 2.9 KM 1351204.1 |
 FD1458| CG5768 EZELL RM 2                           24.238 METERS 14336     |
 FD1458|---------------------------------------------------------------------|
 FD1458
 FD1458                          SUPERSEDED SURVEY CONTROL
 FD1458
 FD1458  NAD 83(1995)-  35 00 41.90281(N)    086 51 53.10489(W) AD(       ) 2
 FD1458  NAD 83(1995)-  35 00 41.90636(N)    086 51 53.10688(W) AD(       ) 2
 FD1458  NAD 83(1986)-  35 00 41.90920(N)    086 51 53.10626(W) AD(       ) 2
 FD1458  NAD 27      -  35 00 41.61030(N)    086 51 53.09920(W) AD(       ) 2
 FD1458  NGVD 29 (07/19/86)  271.8    (m)          892.     (f) VERT ANG       
 FD1458
 FD1458.Superseded values are not recommended for survey control.
 FD1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1458.See file dsdata.txt to determine how the superseded data were derived.
 FD1458
 FD1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1234074342(NAD 83)
 FD1458_MARKER: DE = TRAVERSE STATION DISK
 FD1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1458
 FD1458  HISTORY     - Date     Condition        Report By
 FD1458  HISTORY     - 1960     MONUMENTED       CGS
 FD1458
 FD1458                          STATION DESCRIPTION
 FD1458
 FD1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1458'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF ELKTON AND ABOUT 2
 FD1458'MILES NORTHWEST OF
 FD1458'ARDMORE.
 FD1458'
 FD1458'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, GO NORTH ON
 FD1458'STATE HIGHWAY 7 FOR 0.8 MILE
 FD1458'TO A FORK, TURN RIGHT, NORTH, FOR 0.4 MILE TO A FORK,
 FD1458'TURN RIGHT, NORTH AND EAST, FOR
 FD1458'0.7 MILE TO A FORK, TURN LEFT FOR 0.1
 FD1458'MILE TO THE STATION ON THE LEFT AND A HOUSE ON THE
 FD1458'RIGHT.
 FD1458'
 FD1458'THE STATION IS 33 FEET WEST OF A FENCE LINE AND 3.0 FEET SOUTH OF A
 FD1458'WITNESS POST.  IT IS A
 FD1458'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 FD1458'CONCRETE POST, FLUSH, AND STAMPED
 FD1458'EZELL 1960.
 FD1458'
 FD1458'REFERENCE MARK NO 1 IS 6 FEET WEST OF THE CENTER OF A ROAD AND 1 FOOT
 FD1458'WEST OF A FENCE LINE.  IT IS
 FD1458'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 FD1458'POST, FLUSH, AND STAMPED EZELL NO 1
 FD1458'1960.
 FD1458'
 FD1458'REFERENCE MARK NO 2 IS 26 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 FD1458'WEST OF A FENCE
 FD1458'LINE.  IT IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FD1458'CONCRETE POST, FLUSH, AND STAMPED
 FD1458'EZELL NO 2 1960.
 FD1458'
 FD1458'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD1458'146.4 FEET.
 FD1458'
 FD1458'THE AZIMUTH MARK IS 26 FEET NORTHWEST OF THE CENTER OF A ROAD, 9 FEET
 FD1458'SOUTH OF A FENCE CORNER AND
 FD1458'2.0 FEET NORHTWEST OF A WITNESS POST.  IT IS A
 FD1458'STANDARD DISK SET IN A 10-INCH SQUARE
 FD1458'CONCRETE POST, FLUSH, AND
 FD1458'STAMPED EZELL 1960.
 FD1458'
 FD1458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE TO
 FD1458'A FORK, TAKE SHARP LEFT
 FD1458'AND GO EAST FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 FD1458'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1153 ***********************************************************************
 FE1153  DESIGNATION -  F
 FE1153  PID         -  FE1153
 FE1153  STATE/COUNTY-  TN/FAYETTE
 FE1153  USGS QUAD   -  ROSSVILLE (1981)
 FE1153
 FE1153                         *CURRENT SURVEY CONTROL
 FE1153  ___________________________________________________________________
 FE1153* NAD 83(1986)-  35 02 57.     (N)    089 32 29.     (W)     SCALED    
 FE1153* NAVD 88     -        95.563  (meters)     313.53   (feet)  ADJUSTED  
 FE1153  ___________________________________________________________________
 FE1153  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1153  DYNAMIC HT  -          95.474 (meters)     313.23  (feet)  COMP
 FE1153  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FE1153
 FE1153  VERT ORDER  -  FIRST     CLASS II
 FE1153
 FE1153.The horizontal coordinates were scaled from a topographic map and have
 FE1153.an estimated accuracy of +/- 6 seconds.
 FE1153
 FE1153.The orthometric height was determined by differential leveling
 FE1153.and adjusted by the National Geodetic Survey in June 1991..
 FE1153
 FE1153.The geoid height was determined by GEOID03.
 FE1153
 FE1153.The dynamic height is computed by dividing the NAVD 88
 FE1153.geopotential number by the normal gravity value computed on the
 FE1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1153.degrees latitude (g = 980.6199 gals.).
 FE1153
 FE1153.The modeled gravity was interpolated from observed gravity values.
 FE1153
 FE1153;                    North         East    Units  Estimated Accuracy
 FE1153;SPC TN       -    85,270.      276,960.      MT  (+/- 180 meters Scaled)
 FE1153
 FE1153                          SUPERSEDED SURVEY CONTROL
 FE1153
 FE1153  NGVD 29 (??/??/??)   95.509  (m)          313.35   (f) ADJUSTED    1 2
 FE1153
 FE1153.Superseded values are not recommended for survey control.
 FE1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1153.See file dsdata.txt to determine how the superseded data were derived.
 FE1153
 FE1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD682814(NAD 83)
 FE1153_MARKER: DB = BENCH MARK DISK
 FE1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1153_SP_SET: STONE
 FE1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1153+STABILITY: SURFACE MOTION
 FE1153
 FE1153  HISTORY     - Date     Condition        Report By
 FE1153  HISTORY     - UNK      MONUMENTED       CGS
 FE1153  HISTORY     - 1965     GOOD             CGS
 FE1153  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1153
 FE1153                          STATION DESCRIPTION
 FE1153
 FE1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1153'AT ROSSVILLE.
 FE1153'AT ROSSVILLE, FAYETTE COUNTY, ON THE SOUTHERN RAILWAY AT THE EAST
 FE1153'SIDE OF THE RAILWAY WATER TANK, ON THE TOP OF THE FOOTING OF THE
 FE1153'STONE FOUNDATION, 2 FEET NORTH OF THE SOUTHEAST CORNER, AND ABOUT
 FE1153'0.5 FOOT UNDERGROUND.  THE BOTTOM OF A SQUARE HOLE.  NOTE-- THE
 FE1153'MARK IS NOW LOCATED ABOUT 1 FOOT UNDERGROUND.
 FE1153
 FE1153                          STATION RECOVERY (1983)
 FE1153
 FE1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1153'NOT RECOVERED, OLD WATER TANK FOUNDATION NOT FOUND IN AREA, INADEQUATE
 FE1153'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0854 ***********************************************************************
 FD0854  DESIGNATION -  F 10
 FD0854  PID         -  FD0854
 FD0854  STATE/COUNTY-  TN/LAWRENCE
 FD0854  USGS QUAD   -  LORETTO (1976)
 FD0854
 FD0854                         *CURRENT SURVEY CONTROL
 FD0854  ___________________________________________________________________
 FD0854* NAD 83(1986)-  35 03 26.     (N)    087 28 53.     (W)     SCALED    
 FD0854* NAVD 88     -       256.252  (meters)     840.72   (feet)  ADJUSTED  
 FD0854  ___________________________________________________________________
 FD0854  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FD0854  DYNAMIC HT  -         256.006 (meters)     839.91  (feet)  COMP
 FD0854  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 FD0854
 FD0854  VERT ORDER  -  FIRST     CLASS II
 FD0854
 FD0854.The horizontal coordinates were scaled from a topographic map and have
 FD0854.an estimated accuracy of +/- 6 seconds.
 FD0854
 FD0854.The orthometric height was determined by differential leveling
 FD0854.and adjusted by the National Geodetic Survey in June 1991..
 FD0854
 FD0854.The geoid height was determined by GEOID03.
 FD0854
 FD0854.The dynamic height is computed by dividing the NAVD 88
 FD0854.geopotential number by the normal gravity value computed on the
 FD0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0854.degrees latitude (g = 980.6199 gals.).
 FD0854
 FD0854.The modeled gravity was interpolated from observed gravity values.
 FD0854
 FD0854;                    North         East    Units  Estimated Accuracy
 FD0854;SPC TN       -    81,340.      464,860.      MT  (+/- 180 meters Scaled)
 FD0854
 FD0854                          SUPERSEDED SURVEY CONTROL
 FD0854
 FD0854  NGVD 29 (??/??/92)  256.212  (m)          840.59   (f) ADJ UNCH    1 2
 FD0854
 FD0854.Superseded values are not recommended for survey control.
 FD0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0854.See file dsdata.txt to determine how the superseded data were derived.
 FD0854
 FD0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD561794(NAD 83)
 FD0854_MARKER: DB = BENCH MARK DISK
 FD0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0854_STAMPING: F 10 1931
 FD0854_MARK LOGO: CGS   
 FD0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0854+STABILITY: SURFACE MOTION
 FD0854
 FD0854  HISTORY     - Date     Condition        Report By
 FD0854  HISTORY     - 1931     MONUMENTED       CGS
 FD0854  HISTORY     - 1962     GOOD             NGS
 FD0854  HISTORY     - 1972     GOOD             TVA
 FD0854  HISTORY     - 1983     GOOD             NGS
 FD0854
 FD0854                          STATION DESCRIPTION
 FD0854
 FD0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0854'2.9 MI SW FROM LORETTO.
 FD0854'2.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0854'FROM LORETTO, LAWRENCE COUNTY, AT A ROAD CROSSING BETWEEN
 FD0854'MILEPOSTS L 285 AND L 286, 32 FEET NORTHEAST OF THE CENTERLINE
 FD0854'OF THE ROAD, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN A CORNER
 FD0854'OF THE RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF A STEEL POST, AND
 FD0854'SET IN THE TOP OF A CONCRETE POST.
 FD0854
 FD0854                          STATION RECOVERY (1972)
 FD0854
 FD0854'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0854'RECOVERED IN GOOD CONDITION.
 FD0854
 FD0854                          STATION RECOVERY (1983)
 FD0854
 FD0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0854'RECOVERED IN GOOD CONDITION.  NOTE, ADD 6.7 METERS (22.0 FT) EAST OF A
 FD0854'CORNER FENCE POST.
 FD0854'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0814 ***********************************************************************
 GA0814  DESIGNATION -  F 100
 GA0814  PID         -  GA0814
 GA0814  STATE/COUNTY-  TN/GREENE
 GA0814  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0814
 GA0814                         *CURRENT SURVEY CONTROL
 GA0814  ___________________________________________________________________
 GA0814* NAD 83(1986)-  36 20 22.     (N)    082 41 31.     (W)     SCALED    
 GA0814* NAVD 88     -       514.713  (meters)    1688.69   (feet)  ADJUSTED  
 GA0814  ___________________________________________________________________
 GA0814  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0814  DYNAMIC HT  -         514.227 (meters)    1687.09  (feet)  COMP
 GA0814  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 GA0814
 GA0814  VERT ORDER  -  SECOND    CLASS 0
 GA0814
 GA0814.The horizontal coordinates were scaled from a topographic map and have
 GA0814.an estimated accuracy of +/- 6 seconds.
 GA0814
 GA0814.The orthometric height was determined by differential leveling
 GA0814.and adjusted by the National Geodetic Survey in June 1991..
 GA0814
 GA0814.The geoid height was determined by GEOID03.
 GA0814
 GA0814.The dynamic height is computed by dividing the NAVD 88
 GA0814.geopotential number by the normal gravity value computed on the
 GA0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0814.degrees latitude (g = 980.6199 gals.).
 GA0814
 GA0814.The modeled gravity was interpolated from observed gravity values.
 GA0814
 GA0814;                    North         East    Units  Estimated Accuracy
 GA0814;SPC TN       -   227,600.      896,920.      MT  (+/- 180 meters Scaled)
 GA0814
 GA0814                          SUPERSEDED SURVEY CONTROL
 GA0814
 GA0814  NGVD 29 (??/??/92)  514.850  (m)         1689.14   (f) ADJ UNCH    2 0
 GA0814
 GA0814.Superseded values are not recommended for survey control.
 GA0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0814.See file dsdata.txt to determine how the superseded data were derived.
 GA0814
 GA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA481229(NAD 83)
 GA0814_MARKER: DB = BENCH MARK DISK
 GA0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0814_SP_SET: STEP
 GA0814_STAMPING: F 100 1935
 GA0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0814
 GA0814  HISTORY     - Date     Condition        Report By
 GA0814  HISTORY     - 1935     MONUMENTED       CGS
 GA0814  HISTORY     - 1961     GOOD             NGS
 GA0814
 GA0814                          STATION DESCRIPTION
 GA0814
 GA0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0814'2.6 MI S FROM JEAROLDSTOWN.
 GA0814'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0814'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 5.3 MILES SOUTHWEST
 GA0814'ALONG STATE HIGHWAY 93, 100 YARDS SOUTHWEST OF THE JUNCTION OF THE
 GA0814'JEAROLDSTOWN ROAD, AT THE C.F. SMITH RESIDENCE, 25 FEET NORTHWEST
 GA0814'OF THE CENTERLINE OF THE HIGHWAY, AT THE SOUTHEAST ENTRANCE OF
 GA0814'THE HOUSE, IN THE TOP OF THE SECOND CONCRETE STEP, AND 8 FEET
 GA0814'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1130 ***********************************************************************
 GA1130  DESIGNATION -  F 102
 GA1130  PID         -  GA1130
 GA1130  STATE/COUNTY-  TN/SULLIVAN
 GA1130  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1130
 GA1130                         *CURRENT SURVEY CONTROL
 GA1130  ___________________________________________________________________
 GA1130* NAD 83(1986)-  36 29 40.     (N)    082 30 35.     (W)     SCALED    
 GA1130* NAVD 88     -       398.630  (meters)    1307.84   (feet)  ADJUSTED  
 GA1130  ___________________________________________________________________
 GA1130  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA1130  DYNAMIC HT  -         398.264 (meters)    1306.64  (feet)  COMP
 GA1130  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 GA1130
 GA1130  VERT ORDER  -  SECOND    CLASS 0
 GA1130
 GA1130.The horizontal coordinates were scaled from a topographic map and have
 GA1130.an estimated accuracy of +/- 6 seconds.
 GA1130
 GA1130.The orthometric height was determined by differential leveling
 GA1130.and adjusted by the National Geodetic Survey in June 1991..
 GA1130
 GA1130.The geoid height was determined by GEOID03.
 GA1130
 GA1130.The dynamic height is computed by dividing the NAVD 88
 GA1130.geopotential number by the normal gravity value computed on the
 GA1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1130.degrees latitude (g = 980.6199 gals.).
 GA1130
 GA1130.The modeled gravity was interpolated from observed gravity values.
 GA1130
 GA1130;                    North         East    Units  Estimated Accuracy
 GA1130;SPC TN       -   245,360.      912,660.      MT  (+/- 180 meters Scaled)
 GA1130
 GA1130                          SUPERSEDED SURVEY CONTROL
 GA1130
 GA1130  NGVD 29 (??/??/92)  398.775  (m)         1308.31   (f) ADJ UNCH    2 0
 GA1130
 GA1130.Superseded values are not recommended for survey control.
 GA1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1130.See file dsdata.txt to determine how the superseded data were derived.
 GA1130
 GA1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA647398(NAD 83)
 GA1130_MARKER: DB = BENCH MARK DISK
 GA1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1130_STAMPING: F 102 1935
 GA1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1130+STABILITY: SURFACE MOTION
 GA1130
 GA1130  HISTORY     - Date     Condition        Report By
 GA1130  HISTORY     - 1935     MONUMENTED       CGS
 GA1130  HISTORY     - 1951     GOOD             NGS
 GA1130  HISTORY     - 20020202 MARK NOT FOUND   USPSQD
 GA1130
 GA1130                          STATION DESCRIPTION
 GA1130
 GA1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GA1130'5.1 MI SE FROM KINGSPORT.
 GA1130'5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE
 GA1130'AT KINGSPORT, SULLIVAN COUNTY, 35 YARDS EAST OF THE EAST END
 GA1130'OF A STEEL BRIDGE OVER KENDRICKS CREEK, AT A ROAD JUNCTION,
 GA1130'23.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20.8 FEET WEST
 GA1130'OF THE WEST EDGE OF THE HIGHWAY PAVEMENT, 21.7 FEET EAST OF A
 GA1130'LOG CABIN, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GA1130'DISK STAMPED F 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1130
 GA1130                          STATION RECOVERY (2002)
 GA1130
 GA1130'RECOVERY NOTE BY US POWER SQUADRON 2002 (ACM)
 GA1130'LOG CABIN IS NO LONGER PRESENT. MARK MAY BE COVERED WITH ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0190 ***********************************************************************
 GA0190  DESIGNATION -  F 103
 GA0190  PID         -  GA0190
 GA0190  STATE/COUNTY-  TN/SULLIVAN
 GA0190  USGS QUAD   -  BRISTOL (1991)
 GA0190
 GA0190                         *CURRENT SURVEY CONTROL
 GA0190  ___________________________________________________________________
 GA0190* NAD 83(1986)-  36 30 01.     (N)    082 08 30.     (W)     SCALED    
 GA0190* NAVD 88     -       464.977  (meters)    1525.51   (feet)  ADJUSTED  
 GA0190  ___________________________________________________________________
 GA0190  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0190  DYNAMIC HT  -         464.546 (meters)    1524.10  (feet)  COMP
 GA0190  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 GA0190
 GA0190  VERT ORDER  -  SECOND    CLASS 0
 GA0190
 GA0190.The horizontal coordinates were scaled from a topographic map and have
 GA0190.an estimated accuracy of +/- 6 seconds.
 GA0190
 GA0190.The orthometric height was determined by differential leveling
 GA0190.and adjusted by the National Geodetic Survey in June 1991..
 GA0190
 GA0190.The geoid height was determined by GEOID03.
 GA0190
 GA0190.The dynamic height is computed by dividing the NAVD 88
 GA0190.geopotential number by the normal gravity value computed on the
 GA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0190.degrees latitude (g = 980.6199 gals.).
 GA0190
 GA0190.The modeled gravity was interpolated from observed gravity values.
 GA0190
 GA0190;                    North         East    Units  Estimated Accuracy
 GA0190;SPC TN       -   247,240.      945,590.      MT  (+/- 180 meters Scaled)
 GA0190
 GA0190                          SUPERSEDED SURVEY CONTROL
 GA0190
 GA0190  NGVD 29 (??/??/92)  465.105  (m)         1525.93   (f) ADJ UNCH    2 0
 GA0190
 GA0190.Superseded values are not recommended for survey control.
 GA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0190.See file dsdata.txt to determine how the superseded data were derived.
 GA0190
 GA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA977400(NAD 83)
 GA0190_MARKER: DB = BENCH MARK DISK
 GA0190_SETTING: 66 = SET IN ROCK OUTCROP
 GA0190_SP_SET: LIMESTONE OUTCROP
 GA0190_STAMPING: F 103 1935
 GA0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0190+STABILITY: POSITION/ELEVATION WELL
 GA0190
 GA0190  HISTORY     - Date     Condition        Report By
 GA0190  HISTORY     - 1935     MONUMENTED       CGS
 GA0190  HISTORY     - 1935     GOOD             NGS
 GA0190
 GA0190                          STATION DESCRIPTION
 GA0190
 GA0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0190'0.8 MI NE FROM HICKORY TREE.
 GA0190'0.85 MILE NORTHEAST ALONG THE BEIDLEMAN MILL ROAD FROM THE
 GA0190'GENERAL STORE AT HICKORY TREE, SULLIVAN COUNTY 0.2 MILE NORTH OF
 GA0190'SUNRISE SCHOOL, 40 FEET EAST OF THE NORTHEAST CORNER OF A BRIDGE
 GA0190'OVER MORRILL CREEK, AT A ROAD JUNCTION, 40.1 FEET EAST OF THE
 GA0190'CENTERLINE OF THE BEIDLEMAN MILL ROAD, 36.4 FEET SOUTH OF THE
 GA0190'CENTERLINE OF THE ROAD LEADING EAST, AT THE E.M. MORRELL HOUSE, IN
 GA0190'LINE WITH THE NORTH FACE, 32 YARDS WEST OF THE NORTHWEST CORNER,
 GA0190'IN THE TOP OF A LIMESTONE OUTCROP, AND 1-1/2 FEET LOWER THAN
 GA0190'THE ROAD.  A STANDARD DISK, STAMPED F 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0977 ***********************************************************************
 FZ0977  DESIGNATION -  F 104
 FZ0977  PID         -  FZ0977
 FZ0977  STATE/COUNTY-  TN/JOHNSON
 FZ0977  USGS QUAD   -  DOE (1969)
 FZ0977
 FZ0977                         *CURRENT SURVEY CONTROL
 FZ0977  ___________________________________________________________________
 FZ0977* NAD 83(1986)-  36 23 13.     (N)    081 55 12.     (W)     SCALED    
 FZ0977* NAVD 88     -       609.834  (meters)    2000.76   (feet)  ADJUSTED  
 FZ0977  ___________________________________________________________________
 FZ0977  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ0977  DYNAMIC HT  -         609.227 (meters)    1998.77  (feet)  COMP
 FZ0977  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 FZ0977
 FZ0977  VERT ORDER  -  SECOND    CLASS 0
 FZ0977
 FZ0977.The horizontal coordinates were scaled from a topographic map and have
 FZ0977.an estimated accuracy of +/- 6 seconds.
 FZ0977
 FZ0977.The orthometric height was determined by differential leveling
 FZ0977.and adjusted by the National Geodetic Survey in June 1991..
 FZ0977
 FZ0977.The geoid height was determined by GEOID03.
 FZ0977
 FZ0977.The dynamic height is computed by dividing the NAVD 88
 FZ0977.geopotential number by the normal gravity value computed on the
 FZ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0977.degrees latitude (g = 980.6199 gals.).
 FZ0977
 FZ0977.The modeled gravity was interpolated from observed gravity values.
 FZ0977
 FZ0977;                    North         East    Units  Estimated Accuracy
 FZ0977;SPC TN       -   235,480.      965,950.      MT  (+/- 180 meters Scaled)
 FZ0977
 FZ0977                          SUPERSEDED SURVEY CONTROL
 FZ0977
 FZ0977  NGVD 29 (??/??/92)  609.924  (m)         2001.06   (f) ADJ UNCH    2 0
 FZ0977
 FZ0977.Superseded values are not recommended for survey control.
 FZ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0977.See file dsdata.txt to determine how the superseded data were derived.
 FZ0977
 FZ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA174272(NAD 83)
 FZ0977_MARKER: DB = BENCH MARK DISK
 FZ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0977_STAMPING: F 104 1935
 FZ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0977+STABILITY: SURFACE MOTION
 FZ0977
 FZ0977  HISTORY     - Date     Condition        Report By
 FZ0977  HISTORY     - 1935     MONUMENTED       CGS
 FZ0977
 FZ0977                          STATION DESCRIPTION
 FZ0977
 FZ0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0977'1 MI NE FROM DOE STATION.
 FZ0977'1.0 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM DOE STATION
 FZ0977'(DOEVILLE POST OFFICE), JOHNSON COUNTY, 45 YARDS NORTH OF A
 FZ0977'TWO-STORY FRAMEHOUSE, 24 YARDS SOUTHWEST OF POWERLINE POLE 122,
 FZ0977'23 FEET NORTHEAST OF THE SOUTHEAST RAIL, AT THE CENTER OF A
 FZ0977'DIRT-ROAD CROSSING, 10.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FZ0977'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 104 1935
 FZ0977'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0455 ***********************************************************************
 GA0455  DESIGNATION -  F 105
 GA0455  PID         -  GA0455
 GA0455  STATE/COUNTY-  TN/CARTER
 GA0455  USGS QUAD   -  JOHNSON CITY (1968)
 GA0455
 GA0455                         *CURRENT SURVEY CONTROL
 GA0455  ___________________________________________________________________
 GA0455* NAD 83(1986)-  36 18 13.     (N)    082 15 46.     (W)     SCALED    
 GA0455* NAVD 88     -       490.723  (meters)    1609.98   (feet)  ADJUSTED  
 GA0455  ___________________________________________________________________
 GA0455  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0455  DYNAMIC HT  -         490.253 (meters)    1608.44  (feet)  COMP
 GA0455  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 GA0455
 GA0455  VERT ORDER  -  SECOND    CLASS 0
 GA0455
 GA0455.The horizontal coordinates were scaled from a topographic map and have
 GA0455.an estimated accuracy of +/- 6 seconds.
 GA0455
 GA0455.The orthometric height was determined by differential leveling
 GA0455.and adjusted by the National Geodetic Survey in June 1991..
 GA0455
 GA0455.The geoid height was determined by GEOID03.
 GA0455
 GA0455.The dynamic height is computed by dividing the NAVD 88
 GA0455.geopotential number by the normal gravity value computed on the
 GA0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0455.degrees latitude (g = 980.6199 gals.).
 GA0455
 GA0455.The modeled gravity was interpolated from observed gravity values.
 GA0455
 GA0455;                    North         East    Units  Estimated Accuracy
 GA0455;SPC TN       -   225,010.      935,580.      MT  (+/- 180 meters Scaled)
 GA0455
 GA0455                          SUPERSEDED SURVEY CONTROL
 GA0455
 GA0455  NGVD 29 (??/??/92)  490.866  (m)         1610.45   (f) ADJ UNCH    2 0
 GA0455
 GA0455.Superseded values are not recommended for survey control.
 GA0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0455.See file dsdata.txt to determine how the superseded data were derived.
 GA0455
 GA0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA866183(NAD 83)
 GA0455_MARKER: DB = BENCH MARK DISK
 GA0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0455_STAMPING: F 105 1935
 GA0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0455+STABILITY: SURFACE MOTION
 GA0455
 GA0455  HISTORY     - Date     Condition        Report By
 GA0455  HISTORY     - 1935     MONUMENTED       CGS
 GA0455
 GA0455                          STATION DESCRIPTION
 GA0455
 GA0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0455'2.4 MI SE FROM MILLIGAN COLLEGE.
 GA0455'2.4 MILES SOUTHEAST ALONG THE OAK GROVE ROAD FROM THE COLLEGE
 GA0455'AT MILLIGAN COLLEGE, CARTER COUNTY, 24 YARDS NORTHWEST OF THE
 GA0455'JUNCTION OF THE POWDER MILL ROAD, 7 YARDS SOUTHWEST OF THE
 GA0455'CENTERLINE OF THE POWDER MILL ROAD, 50 YARDS SOUTHWEST OF THE
 GA0455'SOUTHEAST CORNER OF THE C.E. LEWIS RESIDENCE, AT THE M.M. KITE
 GA0455'RESIDENCE, 58 YARDS NORTHEAST OF THE SOUTHEAST CORNER OF THE
 GA0455'HOUSE, 1 YARD SOUTHWEST OF A POLE, AND 18 INCHES LOWER THAN THE
 GA0455'ROAD.  A STANDARD DISK, STAMPED F 105 1935 AND SET IN THE TOP
 GA0455'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0794 ***********************************************************************
 GA0794  DESIGNATION -  F 106
 GA0794  PID         -  GA0794
 GA0794  STATE/COUNTY-  TN/GREENE
 GA0794  USGS QUAD   -  GREENEVILLE (1961)
 GA0794
 GA0794                         *CURRENT SURVEY CONTROL
 GA0794  ___________________________________________________________________
 GA0794* NAD 83(1986)-  36 10 59.     (N)    082 51 37.     (W)     SCALED    
 GA0794* NAVD 88     -       403.000  (meters)    1322.18   (feet)  ADJUSTED  
 GA0794  ___________________________________________________________________
 GA0794  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0794  DYNAMIC HT  -         402.619 (meters)    1320.93  (feet)  COMP
 GA0794  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 GA0794
 GA0794  VERT ORDER  -  SECOND    CLASS 0
 GA0794
 GA0794.The horizontal coordinates were scaled from a topographic map and have
 GA0794.an estimated accuracy of +/- 6 seconds.
 GA0794
 GA0794.The orthometric height was determined by differential leveling
 GA0794.and adjusted by the National Geodetic Survey in June 1991..
 GA0794
 GA0794.The geoid height was determined by GEOID03.
 GA0794
 GA0794.The dynamic height is computed by dividing the NAVD 88
 GA0794.geopotential number by the normal gravity value computed on the
 GA0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0794.degrees latitude (g = 980.6199 gals.).
 GA0794
 GA0794.The modeled gravity was interpolated from observed gravity values.
 GA0794
 GA0794;                    North         East    Units  Estimated Accuracy
 GA0794;SPC TN       -   209,760.      882,380.      MT  (+/- 180 meters Scaled)
 GA0794
 GA0794                          SUPERSEDED SURVEY CONTROL
 GA0794
 GA0794  NGVD 29 (??/??/92)  403.128  (m)         1322.60   (f) ADJ UNCH    2 0
 GA0794
 GA0794.Superseded values are not recommended for survey control.
 GA0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0794.See file dsdata.txt to determine how the superseded data were derived.
 GA0794
 GA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA327058(NAD 83)
 GA0794_MARKER: DB = BENCH MARK DISK
 GA0794_SETTING: 66 = SET IN ROCK OUTCROP
 GA0794_SP_SET: ROCK OUTCROP
 GA0794_STAMPING: F 106 1935
 GA0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0794+STABILITY: POSITION/ELEVATION WELL
 GA0794
 GA0794  HISTORY     - Date     Condition        Report By
 GA0794  HISTORY     - 1935     MONUMENTED       CGS
 GA0794  HISTORY     - 1950     GOOD             TVA
 GA0794
 GA0794                          STATION DESCRIPTION
 GA0794
 GA0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0794'2.1 MI NW FROM GREENEVILLE.
 GA0794'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0794'AT GREENEVILLE, GREENE COUNTY, 100 YARDS SOUTHWEST OF THE ALET
 GA0794'MORRISON RESIDENCE, 13 YARDS NORTHEAST OF THE CENTERLINE OF THE
 GA0794'HIGHWAY, 25 YARDS EAST OF A 21-INCH BLACK WALNUT TREE, IN THE TOP
 GA0794'OF A ROCK OUTCROP, 5 FEET HIGHER THAN THE HIGHWAY, AND 19 1/2
 GA0794'FEET NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0794'F 106 1935.
 GA0794
 GA0794                          STATION RECOVERY (1950)
 GA0794
 GA0794'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0832 ***********************************************************************
 GA0832  DESIGNATION -  F 107
 GA0832  PID         -  GA0832
 GA0832  STATE/COUNTY-  TN/HAWKINS
 GA0832  USGS QUAD   -  BUREM (1976)
 GA0832
 GA0832                         *CURRENT SURVEY CONTROL
 GA0832  ___________________________________________________________________
 GA0832* NAD 83(1986)-  36 24 32.     (N)    082 53 48.     (W)     SCALED    
 GA0832* NAVD 88     -       354.198  (meters)    1162.06   (feet)  ADJUSTED  
 GA0832  ___________________________________________________________________
 GA0832  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0832  DYNAMIC HT  -         353.875 (meters)    1161.00  (feet)  COMP
 GA0832  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 GA0832
 GA0832  VERT ORDER  -  SECOND    CLASS 0
 GA0832
 GA0832.The horizontal coordinates were scaled from a topographic map and have
 GA0832.an estimated accuracy of +/- 6 seconds.
 GA0832
 GA0832.The orthometric height was determined by differential leveling
 GA0832.and adjusted by the National Geodetic Survey in June 1991..
 GA0832
 GA0832.The geoid height was determined by GEOID03.
 GA0832
 GA0832.The dynamic height is computed by dividing the NAVD 88
 GA0832.geopotential number by the normal gravity value computed on the
 GA0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0832.degrees latitude (g = 980.6199 gals.).
 GA0832
 GA0832.The modeled gravity was interpolated from observed gravity values.
 GA0832
 GA0832;                    North         East    Units  Estimated Accuracy
 GA0832;SPC TN       -   234,700.      878,310.      MT  (+/- 180 meters Scaled)
 GA0832
 GA0832                          SUPERSEDED SURVEY CONTROL
 GA0832
 GA0832  NGVD 29 (??/??/92)  354.344  (m)         1162.54   (f) ADJ UNCH    2 0
 GA0832
 GA0832.Superseded values are not recommended for survey control.
 GA0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0832.See file dsdata.txt to determine how the superseded data were derived.
 GA0832
 GA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA299309(NAD 83)
 GA0832_MARKER: DB = BENCH MARK DISK
 GA0832_SETTING: 66 = SET IN ROCK OUTCROP
 GA0832_SP_SET: ROCK OUTCROP
 GA0832_STAMPING: F 107 1935
 GA0832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0832+STABILITY: POSITION/ELEVATION WELL
 GA0832
 GA0832  HISTORY     - Date     Condition        Report By
 GA0832  HISTORY     - 1935     MONUMENTED       CGS
 GA0832  HISTORY     - 1955     GOOD             TVA
 GA0832
 GA0832                          STATION DESCRIPTION
 GA0832
 GA0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0832'1.4 MI E FROM BUREM.
 GA0832'1.4 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0832'AT BUREM, HAWKINS COUNTY, 0.8 MILE EAST OF A SOUTHERN RAILWAY
 GA0832'UNDERPASS, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, IN THE
 GA0832'TOP OF A ROCK OUTCROP, 3 FEET HIGHER THAN THE ROAD, 20 FEET
 GA0832'NORTHEAST OF A SMALL SHARP HOLLOW AND 3.5 FEET NORTH OF STEEL
 GA0832'WITNESS POST.  A STANDARD DISK, STAMPED F 107 1935.
 GA0832
 GA0832                          STATION RECOVERY (1955)
 GA0832
 GA0832'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0957 ***********************************************************************
 GA0957  DESIGNATION -  F 108
 GA0957  PID         -  GA0957
 GA0957  STATE/COUNTY-  TN/WASHINGTON
 GA0957  USGS QUAD   -  LEESBURG (1971)
 GA0957
 GA0957                         *CURRENT SURVEY CONTROL
 GA0957  ___________________________________________________________________
 GA0957* NAD 83(1986)-  36 17 54.     (N)    082 34 33.     (W)     SCALED    
 GA0957* NAVD 88     -       449.643  (meters)    1475.20   (feet)  ADJUSTED  
 GA0957  ___________________________________________________________________
 GA0957  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0957  DYNAMIC HT  -         449.217 (meters)    1473.81  (feet)  COMP
 GA0957  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 GA0957
 GA0957  VERT ORDER  -  SECOND    CLASS 0
 GA0957
 GA0957.The horizontal coordinates were scaled from a topographic map and have
 GA0957.an estimated accuracy of +/- 6 seconds.
 GA0957
 GA0957.The orthometric height was determined by differential leveling
 GA0957.and adjusted by the National Geodetic Survey in June 1991..
 GA0957
 GA0957.The geoid height was determined by GEOID03.
 GA0957
 GA0957.The dynamic height is computed by dividing the NAVD 88
 GA0957.geopotential number by the normal gravity value computed on the
 GA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0957.degrees latitude (g = 980.6199 gals.).
 GA0957
 GA0957.The modeled gravity was interpolated from observed gravity values.
 GA0957
 GA0957;                    North         East    Units  Estimated Accuracy
 GA0957;SPC TN       -   223,400.      907,500.      MT  (+/- 180 meters Scaled)
 GA0957
 GA0957                          SUPERSEDED SURVEY CONTROL
 GA0957
 GA0957  NGVD 29 (??/??/92)  449.785  (m)         1475.67   (f) ADJ UNCH    2 0
 GA0957
 GA0957.Superseded values are not recommended for survey control.
 GA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0957.See file dsdata.txt to determine how the superseded data were derived.
 GA0957
 GA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA585181(NAD 83)
 GA0957_MARKER: DB = BENCH MARK DISK
 GA0957_SETTING: 80 = SET IN A BOULDER
 GA0957_SP_SET: BOULDER
 GA0957_STAMPING: F 108 1935
 GA0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0957+STABILITY: SURFACE MOTION
 GA0957
 GA0957  HISTORY     - Date     Condition        Report By
 GA0957  HISTORY     - 1935     MONUMENTED       CGS
 GA0957
 GA0957                          STATION DESCRIPTION
 GA0957
 GA0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0957'6.7 MI NE FROM LIMESTONE.
 GA0957'6.7 MILES NORTHEAST ALONG COUNTY HIGHWAYS 504 AND 500 FROM THE
 GA0957'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, AT THE JUNCTION OF
 GA0957'THE BLACKLEY CREEK ROAD, 60 YARDS NORTH OF A GULF SERVICE STATION,
 GA0957'90 FEET WEST OF A TEXACO SERVICE STATION, 52 FEET WEST OF THE
 GA0957'CENTERLINE OF THE HIGHWAY, 81 FEET NORTH OF THE CENTERLINE OF THE
 GA0957'ROAD, IN THE TOP OF A LIMESTONE BOULDER, AND 2 FEET HIGHER THAN
 GA0957'THE HIGHWAY.  A STANDARD DISK, STAMPED F 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0958 ***********************************************************************
 GA0958  DESIGNATION -  F 108 X
 GA0958  PID         -  GA0958
 GA0958  STATE/COUNTY-  TN/WASHINGTON
 GA0958  USGS QUAD   -  LEESBURG (1971)
 GA0958
 GA0958                         *CURRENT SURVEY CONTROL
 GA0958  ___________________________________________________________________
 GA0958* NAD 83(1986)-  36 18 46.     (N)    082 34 17.     (W)     SCALED    
 GA0958* NAVD 88     -       460.518  (meters)    1510.88   (feet)  ADJUSTED  
 GA0958  ___________________________________________________________________
 GA0958  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0958  DYNAMIC HT  -         460.084 (meters)    1509.46  (feet)  COMP
 GA0958  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 GA0958
 GA0958  VERT ORDER  -  SECOND    CLASS 0
 GA0958
 GA0958.The horizontal coordinates were scaled from a topographic map and have
 GA0958.an estimated accuracy of +/- 6 seconds.
 GA0958
 GA0958.The orthometric height was determined by differential leveling
 GA0958.and adjusted by the National Geodetic Survey in June 1991..
 GA0958
 GA0958.The geoid height was determined by GEOID03.
 GA0958
 GA0958.The dynamic height is computed by dividing the NAVD 88
 GA0958.geopotential number by the normal gravity value computed on the
 GA0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0958.degrees latitude (g = 980.6199 gals.).
 GA0958
 GA0958.The modeled gravity was interpolated from observed gravity values.
 GA0958
 GA0958;                    North         East    Units  Estimated Accuracy
 GA0958;SPC TN       -   225,010.      907,840.      MT  (+/- 180 meters Scaled)
 GA0958
 GA0958                          SUPERSEDED SURVEY CONTROL
 GA0958
 GA0958  NGVD 29 (??/??/92)  460.661  (m)         1511.35   (f) ADJ UNCH    2 0
 GA0958
 GA0958.Superseded values are not recommended for survey control.
 GA0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0958.See file dsdata.txt to determine how the superseded data were derived.
 GA0958
 GA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA589197(NAD 83)
 GA0958_MARKER: DB = BENCH MARK DISK
 GA0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0958_SP_SET: BRIDGE
 GA0958_STAMPING: F 108 X 1935
 GA0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0958
 GA0958  HISTORY     - Date     Condition        Report By
 GA0958  HISTORY     - 1935     MONUMENTED       CGS
 GA0958
 GA0958                          STATION DESCRIPTION
 GA0958
 GA0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0958'7.9 MI NE FROM LIMESTONE.
 GA0958'7.9 MILES NORTHEAST ALONG COUNTY HIGHWAYS 504 AND 500 FROM THE
 GA0958'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, 130 YARDS WEST OF
 GA0958'THE TAYLOR MILL, AT A CONCRETE BRIDGE OVER LITTLE LIMESTONE
 GA0958'CREEK, 11 FEET NORTH, OF THE CENTERLINE OF THE HIGHWAY, 32 FEET
 GA0958'NORTHWEST OF THE CENTER OF THE BRIDGE, 9-1/2 FEET EAST OF THE
 GA0958'EXTREME END OF THE NORTHWEST RETAINING WALL, IN THE TOP OF THE
 GA0958'EAST END, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0958'F 108 X 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0518 ***********************************************************************
 GA0518  DESIGNATION -  F 109
 GA0518  PID         -  GA0518
 GA0518  STATE/COUNTY-  TN/SULLIVAN
 GA0518  USGS QUAD   -  BLUFF CITY (1968)
 GA0518
 GA0518                         *CURRENT SURVEY CONTROL
 GA0518  ___________________________________________________________________
 GA0518* NAD 83(1986)-  36 28 33.     (N)    082 22 09.     (W)     SCALED    
 GA0518* NAVD 88     -       420.340  (meters)    1379.07   (feet)  ADJUSTED  
 GA0518  ___________________________________________________________________
 GA0518  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0518  DYNAMIC HT  -         419.951 (meters)    1377.79  (feet)  COMP
 GA0518  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 GA0518
 GA0518  VERT ORDER  -  SECOND    CLASS 0
 GA0518
 GA0518.The horizontal coordinates were scaled from a topographic map and have
 GA0518.an estimated accuracy of +/- 6 seconds.
 GA0518
 GA0518.The orthometric height was determined by differential leveling
 GA0518.and adjusted by the National Geodetic Survey in June 1991..
 GA0518
 GA0518.The geoid height was determined by GEOID03.
 GA0518
 GA0518.The dynamic height is computed by dividing the NAVD 88
 GA0518.geopotential number by the normal gravity value computed on the
 GA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0518.degrees latitude (g = 980.6199 gals.).
 GA0518
 GA0518.The modeled gravity was interpolated from observed gravity values.
 GA0518
 GA0518;                    North         East    Units  Estimated Accuracy
 GA0518;SPC TN       -   243,750.      925,320.      MT  (+/- 180 meters Scaled)
 GA0518
 GA0518                          SUPERSEDED SURVEY CONTROL
 GA0518
 GA0518  NGVD 29 (??/??/92)  420.485  (m)         1379.54   (f) ADJ UNCH    2 0
 GA0518
 GA0518.Superseded values are not recommended for survey control.
 GA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0518.See file dsdata.txt to determine how the superseded data were derived.
 GA0518
 GA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA773375(NAD 83)
 GA0518_MARKER: DB = BENCH MARK DISK
 GA0518_SETTING: 66 = SET IN ROCK OUTCROP
 GA0518_SP_SET: SET IN ROCK OUTCROP
 GA0518_STAMPING: F 109 1935
 GA0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0518+STABILITY: POSITION/ELEVATION WELL
 GA0518
 GA0518  HISTORY     - Date     Condition        Report By
 GA0518  HISTORY     - 1935     MONUMENTED       CGS
 GA0518
 GA0518                          STATION DESCRIPTION
 GA0518
 GA0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0518'2.2 MI E FROM HOLSTON.
 GA0518'2.2 MILES EAST ALONG THE DE VAULT BRIDGE ROAD FROM THE POST
 GA0518'OFFICE AT HOLSTON, SULLIVAN COUNTY, 0.2 MILE SOUTH OF THOMS,
 GA0518'OPPOSITE A DESERTED HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE
 GA0518'ROAD, IN THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE ROAD.  A
 GA0518'STANDARD DISK, STAMPED F 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1782 ***********************************************************************
 FB1782  DESIGNATION -  F 11
 FB1782  PID         -  FB1782
 FB1782  STATE/COUNTY-  TN/BLOUNT
 FB1782  USGS QUAD   -  CALDERWOOD (1964)
 FB1782
 FB1782                         *CURRENT SURVEY CONTROL
 FB1782  ___________________________________________________________________
 FB1782* NAD 83(1986)-  35 30 14.     (N)    083 58 55.     (W)     SCALED    
 FB1782* NAVD 88     -       432.447  (meters)    1418.79   (feet)  ADJUSTED  
 FB1782  ___________________________________________________________________
 FB1782  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FB1782  DYNAMIC HT  -         432.028 (meters)    1417.41  (feet)  COMP
 FB1782  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 FB1782
 FB1782  VERT ORDER  -  FIRST     CLASS II
 FB1782
 FB1782.The horizontal coordinates were scaled from a topographic map and have
 FB1782.an estimated accuracy of +/- 6 seconds.
 FB1782
 FB1782.The orthometric height was determined by differential leveling
 FB1782.and adjusted by the National Geodetic Survey in June 1991..
 FB1782
 FB1782.The geoid height was determined by GEOID03.
 FB1782
 FB1782.The dynamic height is computed by dividing the NAVD 88
 FB1782.geopotential number by the normal gravity value computed on the
 FB1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1782.degrees latitude (g = 980.6199 gals.).
 FB1782
 FB1782.The modeled gravity was interpolated from observed gravity values.
 FB1782
 FB1782;                    North         East    Units  Estimated Accuracy
 FB1782;SPC TN       -   131,760.      783,070.      MT  (+/- 180 meters Scaled)
 FB1782
 FB1782                          SUPERSEDED SURVEY CONTROL
 FB1782
 FB1782  NGVD 29 (??/??/92)  432.561  (m)         1419.16   (f) ADJ UNCH    1 2
 FB1782
 FB1782.Superseded values are not recommended for survey control.
 FB1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1782.See file dsdata.txt to determine how the superseded data were derived.
 FB1782
 FB1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV295330(NAD 83)
 FB1782_MARKER: DB = BENCH MARK DISK
 FB1782_SETTING: 66 = SET IN ROCK OUTCROP
 FB1782_SP_SET: ROCK SHELF
 FB1782_STAMPING: 1419.351 F 11 1932
 FB1782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1782+STABILITY: POSITION/ELEVATION WELL
 FB1782
 FB1782  HISTORY     - Date     Condition        Report By
 FB1782  HISTORY     - 1932     MONUMENTED       CGS
 FB1782  HISTORY     - 1934     GOOD             NGS
 FB1782  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1782
 FB1782                          STATION DESCRIPTION
 FB1782
 FB1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1782'2.4 MI E FROM CALDERWOOD.
 FB1782'2.4 MILES EAST ALONG STATE HIGHWAY 72 FROM THE SOUTHERN RAILWAY
 FB1782'STATION AT CALDERWOOD, BLOUNT COUNTY, 1.0 MILE EAST OF THE JUNCTION
 FB1782'OF THE ROAD LEADING TO CALDERWOOD, ABOUT 100 YARDS EAST OF A
 FB1782'SHARP CURVE TO THE SOUTH, ABOUT 150 FEET WEST OF A SHARP CURVE
 FB1782'TO THE NORTH, AT A 20-FOOT CUT, ON THE SOUTH SIDE OF THE HIGHWAY,
 FB1782'IN THE TOP OF A PROJECTING SHELF OF ROCK, AND ABOUT 4 FEET ABOVE
 FB1782'THE HIGHWAY.  A STANDARD DISK, STAMPED 1419.351 F 11 1932.
 FB1782
 FB1782                          STATION RECOVERY (1983)
 FB1782
 FB1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1782'NOT RECOVERED, A SEARCH WAS MADE AND THE 20-FOOT CUT HAS DETERIORATED
 FB1782'WITH ONLY A FEW BOULDERS LEFT, NO EVIDENCE OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1250 ***********************************************************************
 FZ1250  DESIGNATION -  F 110
 FZ1250  PID         -  FZ1250
 FZ1250  STATE/COUNTY-  TN/JOHNSON
 FZ1250  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1250
 FZ1250                         *CURRENT SURVEY CONTROL
 FZ1250  ___________________________________________________________________
 FZ1250* NAD 83(1986)-  36 31 31.     (N)    081 56 17.     (W)     SCALED    
 FZ1250* NAVD 88     -       848.923  (meters)    2785.17   (feet)  ADJUSTED  
 FZ1250  ___________________________________________________________________
 FZ1250  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1250  DYNAMIC HT  -         848.095 (meters)    2782.46  (feet)  COMP
 FZ1250  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 FZ1250
 FZ1250  VERT ORDER  -  SECOND    CLASS 0
 FZ1250
 FZ1250.The horizontal coordinates were scaled from a topographic map and have
 FZ1250.an estimated accuracy of +/- 6 seconds.
 FZ1250
 FZ1250.The orthometric height was determined by differential leveling
 FZ1250.and adjusted by the National Geodetic Survey in June 1991..
 FZ1250
 FZ1250.The geoid height was determined by GEOID03.
 FZ1250
 FZ1250.The dynamic height is computed by dividing the NAVD 88
 FZ1250.geopotential number by the normal gravity value computed on the
 FZ1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1250.degrees latitude (g = 980.6199 gals.).
 FZ1250
 FZ1250.The modeled gravity was interpolated from observed gravity values.
 FZ1250
 FZ1250;                    North         East    Units  Estimated Accuracy
 FZ1250;SPC TN       -   250,750.      963,700.      MT  (+/- 180 meters Scaled)
 FZ1250
 FZ1250                          SUPERSEDED SURVEY CONTROL
 FZ1250
 FZ1250  NGVD 29 (??/??/92)  849.005  (m)         2785.44   (f) ADJ UNCH    2 0
 FZ1250
 FZ1250.Superseded values are not recommended for survey control.
 FZ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1250.See file dsdata.txt to determine how the superseded data were derived.
 FZ1250
 FZ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA160426(NAD 83)
 FZ1250_MARKER: DB = BENCH MARK DISK
 FZ1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1250_STAMPING: F 110 1935
 FZ1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1250+STABILITY: SURFACE MOTION
 FZ1250
 FZ1250  HISTORY     - Date     Condition        Report By
 FZ1250  HISTORY     - 1935     MONUMENTED       CGS
 FZ1250
 FZ1250                          STATION DESCRIPTION
 FZ1250
 FZ1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1250'0.7 MI NW FROM SHADY VALLEY.
 FZ1250'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1250'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, 900 FEET
 FZ1250'SOUTHEAST OF WINCHESTER SCHOOL, 500 FEET SOUTHEAST OF A ONE-STORY
 FZ1250'FARMHOUSE AT A ROAD JUNCTION, 300 FEET SOUTH OF A ONE-STORY
 FZ1250'FARMHOUSE AT THE EDGE OF THE TIMBER, 200 FEET NORTHWEST OF A
 FZ1250'ONE-STORY SHOP, 150 FEET NORTH OF A TWO-STORY BUILDING, 28 YARDS
 FZ1250'NORTH OF THE J.J. MORLEY GENERAL STORE, 35 FEET SOUTH OF A
 FZ1250'30-INCH WHITE OAK TREE, 23.7 FEET NORTHEAST OF THE CENTERLINE
 FZ1250'OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A FENCE, AND 1 FOOT LOWER THAN
 FZ1250'THE HIGHWAY.  A STANDARD DISK, STAMPED F 110 1935 AND SET IN THE
 FZ1250'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0441 ***********************************************************************
 GA0441  DESIGNATION -  F 111
 GA0441  PID         -  GA0441
 GA0441  STATE/COUNTY-  TN/CARTER
 GA0441  USGS QUAD   -  WATAUGA DAM (1960)
 GA0441
 GA0441                         *CURRENT SURVEY CONTROL
 GA0441  ___________________________________________________________________
 GA0441* NAD 83(1986)-  36 19 53.     (N)    082 03 33.     (W)     SCALED    
 GA0441* NAVD 88     -       545.558  (meters)    1789.88   (feet)  ADJUSTED  
 GA0441  ___________________________________________________________________
 GA0441  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0441  DYNAMIC HT  -         545.007 (meters)    1788.08  (feet)  COMP
 GA0441  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 GA0441
 GA0441  VERT ORDER  -  SECOND    CLASS 0
 GA0441
 GA0441.The horizontal coordinates were scaled from a topographic map and have
 GA0441.an estimated accuracy of +/- 6 seconds.
 GA0441
 GA0441.The orthometric height was determined by differential leveling
 GA0441.and adjusted by the National Geodetic Survey in June 1991..
 GA0441
 GA0441.The geoid height was determined by GEOID03.
 GA0441
 GA0441.The dynamic height is computed by dividing the NAVD 88
 GA0441.geopotential number by the normal gravity value computed on the
 GA0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0441.degrees latitude (g = 980.6199 gals.).
 GA0441
 GA0441.The modeled gravity was interpolated from observed gravity values.
 GA0441
 GA0441;                    North         East    Units  Estimated Accuracy
 GA0441;SPC TN       -   228,810.      953,730.      MT  (+/- 180 meters Scaled)
 GA0441
 GA0441                          SUPERSEDED SURVEY CONTROL
 GA0441
 GA0441  NGVD 29 (??/??/92)  545.664  (m)         1790.23   (f) ADJ UNCH    2 0
 GA0441
 GA0441.Superseded values are not recommended for survey control.
 GA0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0441.See file dsdata.txt to determine how the superseded data were derived.
 GA0441
 GA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA049212(NAD 83)
 GA0441_MARKER: DB = BENCH MARK DISK
 GA0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0441_SP_SET: BRIDGE
 GA0441_STAMPING: F 111 1935
 GA0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0441
 GA0441  HISTORY     - Date     Condition        Report By
 GA0441  HISTORY     - 1935     MONUMENTED       CGS
 GA0441
 GA0441                          STATION DESCRIPTION
 GA0441
 GA0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0441'1.1 MI E FROM FISH SPRINGS.
 GA0441'1.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0441'FISH SPRINGS, CARTER COUNTY, AT THE CROSSING OF STATE HIGHWAY
 GA0441'67, 52 FEET NORTHEAST OF THE NORTHEAST RAIL, 11 FEET NORTHWEST
 GA0441'OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE BRIDGE OVER
 GA0441'WATAUGA RIVER, ON THE WEST SIDE OF THE BRIDGE, 4 FEET NORTHEAST
 GA0441'OF THE SOUTH END, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 GA0441'STAMPED F 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0461 ***********************************************************************
 GA0461  DESIGNATION -  F 112
 GA0461  PID         -  GA0461
 GA0461  STATE/COUNTY-  TN/CARTER
 GA0461  USGS QUAD   -  ELIZABETHTON (1968)
 GA0461
 GA0461                         *CURRENT SURVEY CONTROL
 GA0461  ___________________________________________________________________
 GA0461* NAD 83(1986)-  36 15 44.     (N)    082 12 25.     (W)     SCALED    
 GA0461* NAVD 88     -       634.894  (meters)    2082.98   (feet)  ADJUSTED  
 GA0461  ___________________________________________________________________
 GA0461  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0461  DYNAMIC HT  -         634.270 (meters)    2080.93  (feet)  COMP
 GA0461  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 GA0461
 GA0461  VERT ORDER  -  SECOND    CLASS 0
 GA0461
 GA0461.The horizontal coordinates were scaled from a topographic map and have
 GA0461.an estimated accuracy of +/- 6 seconds.
 GA0461
 GA0461.The orthometric height was determined by differential leveling
 GA0461.and adjusted by the National Geodetic Survey in June 1991..
 GA0461
 GA0461.The geoid height was determined by GEOID03.
 GA0461
 GA0461.The dynamic height is computed by dividing the NAVD 88
 GA0461.geopotential number by the normal gravity value computed on the
 GA0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0461.degrees latitude (g = 980.6199 gals.).
 GA0461
 GA0461.The modeled gravity was interpolated from observed gravity values.
 GA0461
 GA0461;                    North         East    Units  Estimated Accuracy
 GA0461;SPC TN       -   220,620.      940,770.      MT  (+/- 180 meters Scaled)
 GA0461
 GA0461                          SUPERSEDED SURVEY CONTROL
 GA0461
 GA0461  NGVD 29 (??/??/92)  635.026  (m)         2083.41   (f) ADJ UNCH    2 0
 GA0461
 GA0461.Superseded values are not recommended for survey control.
 GA0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0461.See file dsdata.txt to determine how the superseded data were derived.
 GA0461
 GA0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA915137(NAD 83)
 GA0461_MARKER: DB = BENCH MARK DISK
 GA0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0461_STAMPING: F 112 1935
 GA0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0461+STABILITY: SURFACE MOTION
 GA0461
 GA0461  HISTORY     - Date     Condition        Report By
 GA0461  HISTORY     - 1935     MONUMENTED       CGS
 GA0461  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0461
 GA0461                          STATION DESCRIPTION
 GA0461
 GA0461'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0461'1.8 MI S FROM HAMPTON.
 GA0461'1.8 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0461'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0461'COUNTY, 1.0 MILE WEST ALONG THE GAP CREEK ROAD, 95 YARDS WEST
 GA0461'OF THE EAST WALL OF THE J.W. RICHARDSON RESIDENCE, 25 YARDS
 GA0461'NORTHWEST OF A LOG STABLE, 8 YARDS NORTHWEST OF THE CENTERLINE
 GA0461'OF THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 GA0461'STAMPED F 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0461'NOTE-- LOCAL RESIDENT SAYS BENCH MARK IS STILL OKAY, BUT MARK IS
 GA0461'NOW 80 FEET SOUTH OF COUNTY ROAD, SINCE ROAD HAS BEEN RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0971 ***********************************************************************
 GA0971  DESIGNATION -  F 113
 GA0971  PID         -  GA0971
 GA0971  STATE/COUNTY-  TN/WASHINGTON
 GA0971  USGS QUAD   -  TELFORD (1971)
 GA0971
 GA0971                         *CURRENT SURVEY CONTROL
 GA0971  ___________________________________________________________________
 GA0971* NAD 83(1986)-  36 12 21.     (N)    082 32 43.     (W)     SCALED    
 GA0971* NAVD 88     -       487.540  (meters)    1599.54   (feet)  POSTED    
 GA0971  ___________________________________________________________________
 GA0971  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0971  DYNAMIC HT  -         487.070 (meters)    1598.00  (feet)  COMP
 GA0971  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 GA0971
 GA0971  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0971
 GA0971.The horizontal coordinates were scaled from a topographic map and have
 GA0971.an estimated accuracy of +/- 6 seconds.
 GA0971
 GA0971.The orthometric height was determined by differential leveling
 GA0971.and adjusted by the National Geodetic Survey in 1992..
 GA0971.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0971.rate of 0.0 thru 1.0 mm/km.
 GA0971
 GA0971.The geoid height was determined by GEOID03.
 GA0971
 GA0971.The dynamic height is computed by dividing the NAVD 88
 GA0971.geopotential number by the normal gravity value computed on the
 GA0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0971.degrees latitude (g = 980.6199 gals.).
 GA0971
 GA0971.The modeled gravity was interpolated from observed gravity values.
 GA0971
 GA0971;                    North         East    Units  Estimated Accuracy
 GA0971;SPC TN       -   213,240.      910,610.      MT  (+/- 180 meters Scaled)
 GA0971
 GA0971                          SUPERSEDED SURVEY CONTROL
 GA0971
 GA0971  NGVD 29 (??/??/92)  487.684  (m)         1600.01   (f) ADJ UNCH    2 0
 GA0971
 GA0971.Superseded values are not recommended for survey control.
 GA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0971.See file dsdata.txt to determine how the superseded data were derived.
 GA0971
 GA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA610078(NAD 83)
 GA0971_MARKER: DB = BENCH MARK DISK
 GA0971_SETTING: 66 = SET IN ROCK OUTCROP
 GA0971_SP_SET: LIMESTONE OUTCROP
 GA0971_STAMPING: F 113 1935
 GA0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0971+STABILITY: POSITION/ELEVATION WELL
 GA0971
 GA0971  HISTORY     - Date     Condition        Report By
 GA0971  HISTORY     - 1935     MONUMENTED       CGS
 GA0971  HISTORY     - 1955     GOOD             TVA
 GA0971
 GA0971                          STATION DESCRIPTION
 GA0971
 GA0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0971'5 MI S FROM TELFORD.
 GA0971'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0971'AT TELFORD, WASHINGTON COUNTY, THENCE 2.2 MILES SOUTHEAST ALONG
 GA0971'A COUNTY ROAD LEADING PAST WASHINGTON COLLEGE, 2.0 MILES SOUTHEAST
 GA0971'OF WASHINGTON COLLEGE, 0.1 MILE NORTHEAST OF THE JUNCTION OF A
 GA0971'ROAD LEADING SOUTH, ON THE A.H. BARNES PROPERTY, 25 FEET EAST
 GA0971'OF THE CENTERLINE OF THE ROAD, 30 FEET NORTHEAST OF A FENCE CORNER,
 GA0971'10 FEET NORTH OF A 24-INCH STUMP, AT THE EDGE OF THE WOODS,
 GA0971'IN THE TOP OF A LIMESTONE OUTCROP, AND 1 FOOT HIGHER THAN THE
 GA0971'ROAD, 2 FEET SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0971'STAMPED F 113 1935.
 GA0971
 GA0971                          STATION RECOVERY (1955)
 GA0971
 GA0971'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1918 ***********************************************************************
 GA1918  DESIGNATION -  F 114
 GA1918  PID         -  GA1918
 GA1918  STATE/COUNTY-  TN/GREENE
 GA1918  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1918
 GA1918                         *CURRENT SURVEY CONTROL
 GA1918  ___________________________________________________________________
 GA1918* NAD 83(1986)-  36 05 01.     (N)    083 03 17.     (W)     SCALED    
 GA1918* NAVD 88     -       361.034  (meters)    1184.49   (feet)  ADJUSTED  
 GA1918  ___________________________________________________________________
 GA1918  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA1918  DYNAMIC HT  -         360.694 (meters)    1183.38  (feet)  COMP
 GA1918  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 GA1918
 GA1918  VERT ORDER  -  SECOND    CLASS 0
 GA1918
 GA1918.The horizontal coordinates were scaled from a topographic map and have
 GA1918.an estimated accuracy of +/- 6 seconds.
 GA1918
 GA1918.The orthometric height was determined by differential leveling
 GA1918.and adjusted by the National Geodetic Survey in June 1991..
 GA1918
 GA1918.The geoid height was determined by GEOID03.
 GA1918
 GA1918.The dynamic height is computed by dividing the NAVD 88
 GA1918.geopotential number by the normal gravity value computed on the
 GA1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1918.degrees latitude (g = 980.6199 gals.).
 GA1918
 GA1918.The modeled gravity was interpolated from observed gravity values.
 GA1918
 GA1918;                    North         East    Units  Estimated Accuracy
 GA1918;SPC TN       -   198,180.      865,230.      MT  (+/- 180 meters Scaled)
 GA1918
 GA1918                          SUPERSEDED SURVEY CONTROL
 GA1918
 GA1918  NGVD 29 (??/??/92)  361.188  (m)         1185.00   (f) ADJ UNCH    2 0
 GA1918
 GA1918.Superseded values are not recommended for survey control.
 GA1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1918.See file dsdata.txt to determine how the superseded data were derived.
 GA1918
 GA1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV149951(NAD 83)
 GA1918_MARKER: DB = BENCH MARK DISK
 GA1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1918_STAMPING: F 114 1935
 GA1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1918+STABILITY: SURFACE MOTION
 GA1918
 GA1918  HISTORY     - Date     Condition        Report By
 GA1918  HISTORY     - 1935     MONUMENTED       CGS
 GA1918  HISTORY     - 1950     GOOD             NGS
 GA1918
 GA1918                          STATION DESCRIPTION
 GA1918
 GA1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1918'5.2 MI SE FROM WARRENSBURG.
 GA1918'5.2 MILES SOUTHEAST ALONG THE CANEY BRANCH HIGHWAY FROM THE
 GA1918'INTERSECTION OF A COUNTY ROAD AT WARRENSBURG, 0.2 MILE SOUTHEAST
 GA1918'OF THE JUNCTION OF A ROAD LEADING WEST, 0.1 MILE WEST OF A
 GA1918'RIGHT-ANGLE CURVE, ON THE TOP OF A HILL, 17 FEET SOUTH OF THE
 GA1918'CENTERLINE OF THE HIGHWAY, 8 FEET SOUTHWEST OF A NORTHEAST
 GA1918'FENCE CORNER, AND 2 FEET WEST OF A FENCE LINE, 2 FEET SOUTHWEST
 GA1918'OF A STEEL WITNESS POST.  A STANDARD DISK, STAMPED F 114 1935 AND
 GA1918'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE
 GA1918'GROUND.
 GA1918
 GA1918                          STATION RECOVERY (1950)
 GA1918
 GA1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GA1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0686 ***********************************************************************
 GA0686  DESIGNATION -  F 115
 GA0686  PID         -  GA0686
 GA0686  STATE/COUNTY-  TN/GREENE
 GA0686  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0686
 GA0686                         *CURRENT SURVEY CONTROL
 GA0686  ___________________________________________________________________
 GA0686* NAD 83(1986)-  36 05 58.     (N)    082 47 08.     (W)     SCALED    
 GA0686* NAVD 88     -       419.241  (meters)    1375.46   (feet)  ADJUSTED  
 GA0686  ___________________________________________________________________
 GA0686  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0686  DYNAMIC HT  -         418.840 (meters)    1374.14  (feet)  COMP
 GA0686  MODELED GRAV-     979,664.6   (mgal)                       NAVD 88
 GA0686
 GA0686  VERT ORDER  -  SECOND    CLASS 0
 GA0686
 GA0686.The horizontal coordinates were scaled from a topographic map and have
 GA0686.an estimated accuracy of +/- 6 seconds.
 GA0686
 GA0686.The orthometric height was determined by differential leveling
 GA0686.and adjusted by the National Geodetic Survey in June 1991..
 GA0686
 GA0686.The geoid height was determined by GEOID03.
 GA0686
 GA0686.The dynamic height is computed by dividing the NAVD 88
 GA0686.geopotential number by the normal gravity value computed on the
 GA0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0686.degrees latitude (g = 980.6199 gals.).
 GA0686
 GA0686.The modeled gravity was interpolated from observed gravity values.
 GA0686
 GA0686;                    North         East    Units  Estimated Accuracy
 GA0686;SPC TN       -   200,700.      889,400.      MT  (+/- 180 meters Scaled)
 GA0686
 GA0686                          SUPERSEDED SURVEY CONTROL
 GA0686
 GA0686  NGVD 29 (??/??/92)  419.364  (m)         1375.86   (f) ADJ UNCH    2 0
 GA0686
 GA0686.Superseded values are not recommended for survey control.
 GA0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0686.See file dsdata.txt to determine how the superseded data were derived.
 GA0686
 GA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV392964(NAD 83)
 GA0686_MARKER: DB = BENCH MARK DISK
 GA0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0686_STAMPING: F 115 1935
 GA0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0686+STABILITY: SURFACE MOTION
 GA0686
 GA0686  HISTORY     - Date     Condition        Report By
 GA0686  HISTORY     - 1935     MONUMENTED       CGS
 GA0686  HISTORY     - 1950     GOOD             TVA
 GA0686
 GA0686                          STATION DESCRIPTION
 GA0686
 GA0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0686'2 MI W FROM JONES BRIDGE.
 GA0686'1.0 MILE SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0686'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE
 GA0686'1.0 MILE WEST ALONG THE OLD JONESBORO HIGHWAY, 0.15 MILE NORTHEAST
 GA0686'OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, AT THE I.N.
 GA0686'JOHNSON RESIDENCE, 31.6 FEET NORTHWEST OF THE WEST CORNER OF THE
 GA0686'HOUSE, 30.7 FEET NORTHEAST OF A 20-INCH BOXWOOD TREE, 19.5 FEET
 GA0686'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 12.5 FEET SOUTHWEST
 GA0686'OF THE CENTERLINE OF A WALK LEADING TO THE HOUSE.  A STANDARD
 GA0686'DISK, STAMPED F 115 1935 AND SET IN THE TOP OF A CONCRETE POST
 GA0686'FLUSH WITH THE GROUND.
 GA0686
 GA0686                          STATION RECOVERY (1950)
 GA0686
 GA0686'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0590 ***********************************************************************
 GA0590  DESIGNATION -  F 116
 GA0590  PID         -  GA0590
 GA0590  STATE/COUNTY-  TN/WASHINGTON
 GA0590  USGS QUAD   -  JONESBOROUGH (1968)
 GA0590
 GA0590                         *CURRENT SURVEY CONTROL
 GA0590  ___________________________________________________________________
 GA0590* NAD 83(1986)-  36 15 30.     (N)    082 29 03.     (W)     SCALED    
 GA0590* NAVD 88     -       518.238  (meters)    1700.25   (feet)  ADJUSTED  
 GA0590  ___________________________________________________________________
 GA0590  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0590  DYNAMIC HT  -         517.743 (meters)    1698.63  (feet)  COMP
 GA0590  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 GA0590
 GA0590  VERT ORDER  -  SECOND    CLASS 0
 GA0590
 GA0590.The horizontal coordinates were scaled from a topographic map and have
 GA0590.an estimated accuracy of +/- 6 seconds.
 GA0590
 GA0590.The orthometric height was determined by differential leveling
 GA0590.and adjusted by the National Geodetic Survey in June 1991..
 GA0590
 GA0590.The geoid height was determined by GEOID03.
 GA0590
 GA0590.The dynamic height is computed by dividing the NAVD 88
 GA0590.geopotential number by the normal gravity value computed on the
 GA0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0590.degrees latitude (g = 980.6199 gals.).
 GA0590
 GA0590.The modeled gravity was interpolated from observed gravity values.
 GA0590
 GA0590;                    North         East    Units  Estimated Accuracy
 GA0590;SPC TN       -   219,250.      915,890.      MT  (+/- 180 meters Scaled)
 GA0590
 GA0590                          SUPERSEDED SURVEY CONTROL
 GA0590
 GA0590  NGVD 29 (??/??/92)  518.378  (m)         1700.71   (f) ADJ UNCH    2 0
 GA0590
 GA0590.Superseded values are not recommended for survey control.
 GA0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0590.See file dsdata.txt to determine how the superseded data were derived.
 GA0590
 GA0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA666136(NAD 83)
 GA0590_MARKER: DB = BENCH MARK DISK
 GA0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0590_STAMPING: F 116 1935
 GA0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0590+STABILITY: SURFACE MOTION
 GA0590
 GA0590  HISTORY     - Date     Condition        Report By
 GA0590  HISTORY     - 1935     MONUMENTED       CGS
 GA0590
 GA0590                          STATION DESCRIPTION
 GA0590
 GA0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0590'3.2 MI S FROM JONESBORO.
 GA0590'3.2 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0590'AT JONESBORO, WASHINGTON COUNTY, 2.1 MILES SOUTH OF THE
 GA0590'JUNCTION OF U.S. HIGHWAY 11 E, 310 YARDS NORTH OF A GRAVEL-ROAD
 GA0590'CROSSING, ON THE PROPERTY OF MRS. ELIZA REED, 42 YARDS NORTHWEST
 GA0590'OF THE NORTHWEST CORNER OF THE HOUSE, AT THE SOUTHEAST CORNER
 GA0590'OF A GROVE, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET
 GA0590'NORTH OF THE CENTER OF A FIELD GATE, 3.2 FEET SOUTHWEST OF A FENCE
 GA0590'CORNER, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0590'STAMPED F 116 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA0590'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0550 ***********************************************************************
 GA0550  DESIGNATION -  F 117
 GA0550  PID         -  GA0550
 GA0550  STATE/COUNTY-  TN/WASHINGTON
 GA0550  USGS QUAD   -  BOONE DAM (1968)
 GA0550
 GA0550                         *CURRENT SURVEY CONTROL
 GA0550  ___________________________________________________________________
 GA0550* NAD 83(1986)-  36 23 41.     (N)    082 26 33.     (W)     SCALED    
 GA0550* NAVD 88     -       485.399  (meters)    1592.51   (feet)  ADJUSTED  
 GA0550  ___________________________________________________________________
 GA0550  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0550  DYNAMIC HT  -         484.943 (meters)    1591.02  (feet)  COMP
 GA0550  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 GA0550
 GA0550  VERT ORDER  -  SECOND    CLASS 0
 GA0550
 GA0550.The horizontal coordinates were scaled from a topographic map and have
 GA0550.an estimated accuracy of +/- 6 seconds.
 GA0550
 GA0550.The orthometric height was determined by differential leveling
 GA0550.and adjusted by the National Geodetic Survey in June 1991..
 GA0550
 GA0550.The geoid height was determined by GEOID03.
 GA0550
 GA0550.The dynamic height is computed by dividing the NAVD 88
 GA0550.geopotential number by the normal gravity value computed on the
 GA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0550.degrees latitude (g = 980.6199 gals.).
 GA0550
 GA0550.The modeled gravity was interpolated from observed gravity values.
 GA0550
 GA0550;                    North         East    Units  Estimated Accuracy
 GA0550;SPC TN       -   234,510.      919,080.      MT  (+/- 180 meters Scaled)
 GA0550
 GA0550                          SUPERSEDED SURVEY CONTROL
 GA0550
 GA0550  NGVD 29 (??/??/92)  485.543  (m)         1592.99   (f) ADJ UNCH    2 0
 GA0550
 GA0550.Superseded values are not recommended for survey control.
 GA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0550.See file dsdata.txt to determine how the superseded data were derived.
 GA0550
 GA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA706286(NAD 83)
 GA0550_MARKER: DB = BENCH MARK DISK
 GA0550_SETTING: 66 = SET IN ROCK OUTCROP
 GA0550_SP_SET: SET IN ROCK OUTCROP
 GA0550_STAMPING: F 117 1935
 GA0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0550+STABILITY: POSITION/ELEVATION WELL
 GA0550
 GA0550  HISTORY     - Date     Condition        Report By
 GA0550  HISTORY     - 1935     MONUMENTED       CGS
 GA0550
 GA0550                          STATION DESCRIPTION
 GA0550
 GA0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0550'1.4 MI N FROM BOONE.
 GA0550'1.4 MILES NORTH ALONG THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY
 GA0550'FROM THE STATION AT BOONE, WASHINGTON COUNTY, 70 FEET SOUTHEAST
 GA0550'OF A LARGE GROUP OF LOCUST TREES, 14 FEET EAST OF THE EAST RAIL,
 GA0550'IN THE TOP OF A ROCK OUTCROP, AND 2-1/2 FEET HIGHER THAN THE
 GA0550'TRACK.  A STANDARD DISK, STAMPED F 117 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0987 ***********************************************************************
 GA0987  DESIGNATION -  F 118
 GA0987  PID         -  GA0987
 GA0987  STATE/COUNTY-  TN/GREENE
 GA0987  USGS QUAD   -  CEDAR CREEK (1980)
 GA0987
 GA0987                         *CURRENT SURVEY CONTROL
 GA0987  ___________________________________________________________________
 GA0987* NAD 83(1986)-  36 06 29.     (N)    082 55 03.     (W)     SCALED    
 GA0987* NAVD 88     -       411.787  (meters)    1351.00   (feet)  ADJUSTED  
 GA0987  ___________________________________________________________________
 GA0987  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0987  DYNAMIC HT  -         411.397 (meters)    1349.72  (feet)  COMP
 GA0987  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 GA0987
 GA0987  VERT ORDER  -  SECOND    CLASS 0
 GA0987
 GA0987.The horizontal coordinates were scaled from a topographic map and have
 GA0987.an estimated accuracy of +/- 6 seconds.
 GA0987
 GA0987.The orthometric height was determined by differential leveling
 GA0987.and adjusted by the National Geodetic Survey in June 1991..
 GA0987
 GA0987.The geoid height was determined by GEOID03.
 GA0987
 GA0987.The dynamic height is computed by dividing the NAVD 88
 GA0987.geopotential number by the normal gravity value computed on the
 GA0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0987.degrees latitude (g = 980.6199 gals.).
 GA0987
 GA0987.The modeled gravity was interpolated from observed gravity values.
 GA0987
 GA0987;                    North         East    Units  Estimated Accuracy
 GA0987;SPC TN       -   201,280.      877,490.      MT  (+/- 180 meters Scaled)
 GA0987
 GA0987                          SUPERSEDED SURVEY CONTROL
 GA0987
 GA0987  NGVD 29 (??/??/92)  411.931  (m)         1351.48   (f) ADJ UNCH    2 0
 GA0987
 GA0987.Superseded values are not recommended for survey control.
 GA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0987.See file dsdata.txt to determine how the superseded data were derived.
 GA0987
 GA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV274976(NAD 83)
 GA0987_MARKER: DB = BENCH MARK DISK
 GA0987_SETTING: 0 = UNSPECIFIED SETTING
 GA0987_STAMPING: F 118 1935
 GA0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0987
 GA0987  HISTORY     - Date     Condition        Report By
 GA0987  HISTORY     - 1935     MONUMENTED       CGS
 GA0987  HISTORY     - 1950     GOOD             TVA
 GA0987
 GA0987                          STATION DESCRIPTION
 GA0987
 GA0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0987'6.3 MI SW FROM GREENEVILLE.
 GA0987'6.3 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0987'AT GREENEVILLE, GREENE COUNTY, AT THE MAGGIE LAMONS RESIDENCE,
 GA0987'112 FEET NORTHWEST OF THE NORTH CORNER, 80 FEET EAST OF THE
 GA0987'CENTERLINE OF U.S. HIGHWAY 411, 16 FEET NORTH OF THE CENTERLINE
 GA0987'OF A DIRT ROAD AND 7.5 FEET NORTHEAST OF STEEL WITNESS POST,
 GA0987'AND 2 YARDS HIGHER THAN U.S. HIGHWAY 411.  A STANDARD DISK,
 GA0987'STAMPED F 118 1935.
 GA0987
 GA0987                          STATION RECOVERY (1950)
 GA0987
 GA0987'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1931 ***********************************************************************
 GA1931  DESIGNATION -  F 119
 GA1931  PID         -  GA1931
 GA1931  STATE/COUNTY-  TN/GREENE
 GA1931  USGS QUAD   -  MOHAWK (1980)
 GA1931
 GA1931                         *CURRENT SURVEY CONTROL
 GA1931  ___________________________________________________________________
 GA1931* NAD 83(1986)-  36 09 56.     (N)    083 07 14.     (W)     SCALED    
 GA1931* NAVD 88     -       325.497  (meters)    1067.90   (feet)  ADJUSTED  
 GA1931  ___________________________________________________________________
 GA1931  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA1931  DYNAMIC HT  -         325.196 (meters)    1066.91  (feet)  COMP
 GA1931  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 GA1931
 GA1931  VERT ORDER  -  SECOND    CLASS 0
 GA1931
 GA1931.The horizontal coordinates were scaled from a topographic map and have
 GA1931.an estimated accuracy of +/- 6 seconds.
 GA1931
 GA1931.The orthometric height was determined by differential leveling
 GA1931.and adjusted by the National Geodetic Survey in June 1991..
 GA1931
 GA1931.The geoid height was determined by GEOID03.
 GA1931
 GA1931.The dynamic height is computed by dividing the NAVD 88
 GA1931.geopotential number by the normal gravity value computed on the
 GA1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1931.degrees latitude (g = 980.6199 gals.).
 GA1931
 GA1931.The modeled gravity was interpolated from observed gravity values.
 GA1931
 GA1931;                    North         East    Units  Estimated Accuracy
 GA1931;SPC TN       -   207,100.      859,030.      MT  (+/- 180 meters Scaled)
 GA1931
 GA1931                          SUPERSEDED SURVEY CONTROL
 GA1931
 GA1931  NGVD 29 (??/??/92)  325.655  (m)         1068.42   (f) ADJ UNCH    2 0
 GA1931
 GA1931.Superseded values are not recommended for survey control.
 GA1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1931.See file dsdata.txt to determine how the superseded data were derived.
 GA1931
 GA1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA092043(NAD 83)
 GA1931_MARKER: DB = BENCH MARK DISK
 GA1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1931_STAMPING: F 119 1935
 GA1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1931+STABILITY: SURFACE MOTION
 GA1931
 GA1931  HISTORY     - Date     Condition        Report By
 GA1931  HISTORY     - 1935     MONUMENTED       CGS
 GA1931  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA1931
 GA1931                          STATION DESCRIPTION
 GA1931
 GA1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1931'2.1 MI NE FROM BEULAH.
 GA1931'2.1 MILES NORTHEAST ALONG THE MOHAWK ROAD FROM THE CHURCH AT
 GA1931'BEULAH, 333 YARDS NORTHEAST OF MAC DONALD SCHOOL, 9 YARDS WEST
 GA1931'OF THE JUNCTION OF A ROAD LEADING NORTH, 7 YARDS NORTH OF THE
 GA1931'CENTERLINE OF THE ROAD, 3 YARDS SOUTHWEST OF A FENCE CORNER,
 GA1931'2 FEET NORTH OF A FENCE LINE, AND LEVEL WITH THE ROAD.  A
 GA1931'STANDARD DISK, STAMPED F 119 1935 AND SET IN THE TOP OF A
 GA1931'CONCRETE POST.
 GA1931
 GA1931                          STATION RECOVERY (1950)
 GA1931
 GA1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GA1931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0416 ***********************************************************************
 GA0416  DESIGNATION -  F 12
 GA0416  PID         -  GA0416
 GA0416  STATE/COUNTY-  TN/CARTER
 GA0416  USGS QUAD   -  WHITE ROCKS MOUNTAIN (1994)
 GA0416
 GA0416                         *CURRENT SURVEY CONTROL
 GA0416  ___________________________________________________________________
 GA0416* NAD 83(1986)-  36 10 34.     (N)    082 01 12.     (W)     SCALED    
 GA0416* NAVD 88     -       879.439  (meters)    2885.29   (feet)  ADJUSTED  
 GA0416  ___________________________________________________________________
 GA0416  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA0416  DYNAMIC HT  -         878.524 (meters)    2882.29  (feet)  COMP
 GA0416  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 GA0416
 GA0416  VERT ORDER  -  FIRST     CLASS II
 GA0416
 GA0416.The horizontal coordinates were scaled from a topographic map and have
 GA0416.an estimated accuracy of +/- 6 seconds.
 GA0416
 GA0416.The orthometric height was determined by differential leveling
 GA0416.and adjusted by the National Geodetic Survey in June 1991..
 GA0416
 GA0416.The geoid height was determined by GEOID03.
 GA0416
 GA0416.The dynamic height is computed by dividing the NAVD 88
 GA0416.geopotential number by the normal gravity value computed on the
 GA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0416.degrees latitude (g = 980.6199 gals.).
 GA0416
 GA0416.The modeled gravity was interpolated from observed gravity values.
 GA0416
 GA0416;                    North         East    Units  Estimated Accuracy
 GA0416;SPC TN       -   211,740.      957,940.      MT  (+/- 180 meters Scaled)
 GA0416
 GA0416                          SUPERSEDED SURVEY CONTROL
 GA0416
 GA0416  NGVD 29 (??/??/92)  879.538  (m)         2885.62   (f) ADJ UNCH    1 2
 GA0416
 GA0416.Superseded values are not recommended for survey control.
 GA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0416.See file dsdata.txt to determine how the superseded data were derived.
 GA0416
 GA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA082039(NAD 83)
 GA0416_MARKER: DB = BENCH MARK DISK
 GA0416_SETTING: 66 = SET IN ROCK OUTCROP
 GA0416_SP_SET: SET IN ROCK OUTCROP
 GA0416_STAMPING: 2885.618 F 12 1933
 GA0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0416+STABILITY: POSITION/ELEVATION WELL
 GA0416
 GA0416  HISTORY     - Date     Condition        Report By
 GA0416  HISTORY     - 1933     MONUMENTED       CGS
 GA0416
 GA0416                          STATION DESCRIPTION
 GA0416
 GA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA0416'1.8 MI SE FROM SHELL CREEK.
 GA0416'1.8 MILES SOUTHEAST ALONG THE EAST TENNESSEE AND WESTERN NORTH
 GA0416'CAROLINA RAILROAD FROM SHELL CREEK, CARTER COUNTY, 395 FEET WEST
 GA0416'OF MILEPOST 29, 325 FEET EAST OF THE EAST END OF A TRESTLE, 9
 GA0416'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 4 FEET HIGHER THAN THE
 GA0416'RAIL, AND IN THE SIDE OF THE ROCK WALL OF A CUT.  A STANDARD
 GA0416'DISK, STAMPED 2885.618 F 12 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1115 ***********************************************************************
 FB1115  DESIGNATION -  F 121
 FB1115  PID         -  FB1115
 FB1115  STATE/COUNTY-  TN/GREENE
 FB1115  USGS QUAD   -  PAINT ROCK (1991)
 FB1115
 FB1115                         *CURRENT SURVEY CONTROL
 FB1115  ___________________________________________________________________
 FB1115* NAD 83(1986)-  35 58 30.     (N)    082 53 54.     (W)     SCALED    
 FB1115* NAVD 88     -       571.51   (+/-2cm)    1875.0    (feet)  VERTCON   
 FB1115  ___________________________________________________________________
 FB1115  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1115
 FB1115  VERT ORDER  -  ? (See Below)
 FB1115
 FB1115.The horizontal coordinates were scaled from a topographic map and have
 FB1115.an estimated accuracy of +/- 6 seconds.
 FB1115
 FB1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1115.The vertical order pertains to the NGVD 29 superseded value.
 FB1115
 FB1115.The geoid height was determined by GEOID03.
 FB1115
 FB1115;                    North         East    Units  Estimated Accuracy
 FB1115;SPC TN       -   186,570.      879,690.      MT  (+/- 180 meters Scaled)
 FB1115
 FB1115                          SUPERSEDED SURVEY CONTROL
 FB1115
 FB1115  NGVD 29 (??/??/92)  571.634  (m)         1875.44   (f) ADJ UNCH    ?  
 FB1115
 FB1115.Superseded values are not recommended for survey control.
 FB1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1115.See file dsdata.txt to determine how the superseded data were derived.
 FB1115
 FB1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV288828(NAD 83)
 FB1115_MARKER: DB = BENCH MARK DISK
 FB1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1115_STAMPING: F 121 1935
 FB1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1115+STABILITY: SURFACE MOTION
 FB1115
 FB1115  HISTORY     - Date     Condition        Report By
 FB1115  HISTORY     - 1935     MONUMENTED       CGS
 FB1115  HISTORY     - 1955     GOOD             NGS
 FB1115
 FB1115                          STATION DESCRIPTION
 FB1115
 FB1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1115'9.3 MI NE FROM WOLF CREEK.
 FB1115'IN GREENE COUNTY, 9.3 MILES NORTHEAST ALONG THE COVE CREEK ROAD
 FB1115'FROM WOLF CREEK, COCKE COUNTY, ON THE T.W. RICKET PROPERTY, 250
 FB1115'FEET SOUTHWEST OF THE HOUSE, 94 FEET SOUTH OF A BARN, 70 FEET EAST
 FB1115'OF A WOODEN BRIDGE, 60 FEET SOUTHEAST OF A CONCRETE CULVERT, 67.5
 FB1115'FEET SOUTHWEST OF A PAINTED POLE, 50 FEET SOUTH OF THE ROAD, 25
 FB1115'FEET SOUTH OF A LARGE DITCH, AND 20 FEET EAST OF A 14-INCH
 FB1115'CHERRY TREE.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 FB1115'NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1280 ***********************************************************************
 FB1280  DESIGNATION -  F 122
 FB1280  PID         -  FB1280
 FB1280  STATE/COUNTY-  TN/COCKE
 FB1280  USGS QUAD   -  JONES COVE (1978)
 FB1280
 FB1280                         *CURRENT SURVEY CONTROL
 FB1280  ___________________________________________________________________
 FB1280* NAD 83(1986)-  35 51 22.     (N)    083 16 59.     (W)     SCALED    
 FB1280* NAVD 88     -       414.05   (+/-2cm)    1358.4    (feet)  VERTCON   
 FB1280  ___________________________________________________________________
 FB1280  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB1280
 FB1280  VERT ORDER  -  ? (See Below)
 FB1280
 FB1280.The horizontal coordinates were scaled from a topographic map and have
 FB1280.an estimated accuracy of +/- 6 seconds.
 FB1280
 FB1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1280.The vertical order pertains to the NGVD 29 superseded value.
 FB1280
 FB1280.The geoid height was determined by GEOID03.
 FB1280
 FB1280;                    North         East    Units  Estimated Accuracy
 FB1280;SPC TN       -   172,360.      845,370.      MT  (+/- 180 meters Scaled)
 FB1280
 FB1280                          SUPERSEDED SURVEY CONTROL
 FB1280
 FB1280  NGVD 29 (??/??/92)  414.208  (m)         1358.95   (f) ADJ UNCH    ?  
 FB1280
 FB1280.Superseded values are not recommended for survey control.
 FB1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1280.See file dsdata.txt to determine how the superseded data were derived.
 FB1280
 FB1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV938703(NAD 83)
 FB1280_MARKER: DB = BENCH MARK DISK
 FB1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1280_STAMPING: F 122 1935
 FB1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1280+STABILITY: SURFACE MOTION
 FB1280
 FB1280  HISTORY     - Date     Condition        Report By
 FB1280  HISTORY     - 1935     MONUMENTED       CGS
 FB1280  HISTORY     - 1949     GOOD             NGS
 FB1280
 FB1280                          STATION DESCRIPTION
 FB1280
 FB1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1280'2.3 MI SW FROM JENKINS CHURCH.
 FB1280'2.3 MILES SOUTHWEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1280'COCKE COUNTY, ON THE PROPERTY OF ALLEN WATSON, 500 FEET SOUTHEAST
 FB1280'OF THE WATSON HOUSE, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FB1280'ROAD, 16.4 FEET SOUTHEAST OF A 4-INCH WALNUT TREE, 15.5 FEET
 FB1280'SOUTHEAST OF A 6-INCH BLACK WALNUT TREE WHICH IS MARKED WITH A
 FB1280'NAIL AND BOTTLE CAP AND IS IN A FENCE LINE, 5.2 FEET NORTHEAST
 FB1280'OF A 24-INCH APPLE TREE, 12 FEET SOUTHWEST OF AN OLD ROAD, 1 FOOT
 FB1280'SOUTHEAST OF A SIGN, 1 FOOT SOUTH OF THE NORTH FENCE OF A COWPEN,
 FB1280'AND NEAR THE MIDDLE OF THE COWPEN.  A STANDARD DISK, STAMPED
 FB1280'F 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1375 ***********************************************************************
 FB1375  DESIGNATION -  F 122 X
 FB1375  PID         -  FB1375
 FB1375  STATE/COUNTY-  TN/JEFFERSON
 FB1375  USGS QUAD   -  SHADY GROVE (1980)
 FB1375
 FB1375                         *CURRENT SURVEY CONTROL
 FB1375  ___________________________________________________________________
 FB1375* NAD 83(1986)-  35 59 05.     (N)    083 23 40.     (W)     SCALED    
 FB1375* NAVD 88     -       336.10   (+/-2cm)    1102.7    (feet)  VERTCON   
 FB1375  ___________________________________________________________________
 FB1375  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FB1375
 FB1375  VERT ORDER  -  ? (See Below)
 FB1375
 FB1375.The horizontal coordinates were scaled from a topographic map and have
 FB1375.an estimated accuracy of +/- 6 seconds.
 FB1375
 FB1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1375.The vertical order pertains to the NGVD 29 superseded value.
 FB1375
 FB1375.The geoid height was determined by GEOID03.
 FB1375
 FB1375;                    North         East    Units  Estimated Accuracy
 FB1375;SPC TN       -   186,350.      834,930.      MT  (+/- 180 meters Scaled)
 FB1375
 FB1375                          SUPERSEDED SURVEY CONTROL
 FB1375
 FB1375  NGVD 29 (??/??/92)  336.273  (m)         1103.26   (f) ADJ UNCH    ?  
 FB1375
 FB1375.Superseded values are not recommended for survey control.
 FB1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1375.See file dsdata.txt to determine how the superseded data were derived.
 FB1375
 FB1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV841849(NAD 83)
 FB1375_MARKER: DB = BENCH MARK DISK
 FB1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1375+STABILITY: SURFACE MOTION
 FB1375
 FB1375  HISTORY     - Date     Condition        Report By
 FB1375  HISTORY     - UNK      MONUMENTED       CGS
 FB1375  HISTORY     - 1949     MARK NOT FOUND   NGS
 FB1375
 FB1375                          STATION DESCRIPTION
 FB1375
 FB1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1375'3 MI SE FROM DANDRIDGE.
 FB1375'3.0 MILES SOUTHEAST OF THE COURTHOUSE AT DANDRIDGE, JEFFERSON
 FB1375'COUNTY, 150 FEET SOUTH OF A SHARP BEND IN THE ROAD, 39 FEET
 FB1375'EAST OF A PAINTED CROSS ON A ROCK, 18 FEET SOUTHEAST OF THE ROAD,
 FB1375'12.4 FEET SOUTH OF A 6-INCH POPLAR TREE, AND OPPOSITE A CUT BANK.
 FB1375'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 FB1375'NOTE-- ROAD HAS BEEN RELOCATED IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1331 ***********************************************************************
 FB1331  DESIGNATION -  F 125
 FB1331  PID         -  FB1331
 FB1331  STATE/COUNTY-  TN/COCKE
 FB1331  USGS QUAD   -  HARTFORD (1968)
 FB1331
 FB1331                         *CURRENT SURVEY CONTROL
 FB1331  ___________________________________________________________________
 FB1331* NAD 83(1986)-  35 49 09.     (N)    083 09 23.     (W)     SCALED    
 FB1331* NAVD 88     -       386.25   (+/-2cm)    1267.2    (feet)  VERTCON   
 FB1331  ___________________________________________________________________
 FB1331  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB1331
 FB1331  VERT ORDER  -  ? (See Below)
 FB1331
 FB1331.The horizontal coordinates were scaled from a topographic map and have
 FB1331.an estimated accuracy of +/- 6 seconds.
 FB1331
 FB1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1331.The vertical order pertains to the NGVD 29 superseded value.
 FB1331
 FB1331.The geoid height was determined by GEOID03.
 FB1331
 FB1331;                    North         East    Units  Estimated Accuracy
 FB1331;SPC TN       -   168,580.      856,930.      MT  (+/- 180 meters Scaled)
 FB1331
 FB1331                          SUPERSEDED SURVEY CONTROL
 FB1331
 FB1331  NGVD 29 (??/??/92)  386.391  (m)         1267.68   (f) ADJ UNCH    ?  
 FB1331
 FB1331.Superseded values are not recommended for survey control.
 FB1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1331.See file dsdata.txt to determine how the superseded data were derived.
 FB1331
 FB1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV051660(NAD 83)
 FB1331_MARKER: DB = BENCH MARK DISK
 FB1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1331_STAMPING: F 125 1935
 FB1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1331+STABILITY: SURFACE MOTION
 FB1331
 FB1331  HISTORY     - Date     Condition        Report By
 FB1331  HISTORY     - 1935     MONUMENTED       CGS
 FB1331  HISTORY     - 1961     MARK NOT FOUND   NGS
 FB1331
 FB1331                          STATION DESCRIPTION
 FB1331
 FB1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1331'0.9 MI NW FROM HARTFORD.
 FB1331'0.9 MILE WEST ALONG THE NEWPORT ROAD FROM HARTFORD, COCKE COUNTY,
 FB1331'225 FEET NORTHWEST OF PIGEON RIVER, OPPOSITE THE LOWER END OF
 FB1331'THE TOWHEAD BELOW SMITH ISLAND, 120 FEET NORTHWEST OF THE
 FB1331'TENNESSEE AND NORTH CAROLINA RAILWAY, 13 FEET SOUTHEAST OF THE
 FB1331'ROAD, 32 FEET SOUTH OF THE SOUTHEAST CORNER OF A SAGE FIELD, 9
 FB1331'FEET EAST OF AN OLD FARM LANE, AND 6 FEET SOUTHEAST OF A FENCE
 FB1331'LINE IN A WEED FIELD.  A STANDARD DISK, STAMPED F 125 1935 AND
 FB1331'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2057 ***********************************************************************
 FB2057  DESIGNATION -  F 127
 FB2057  PID         -  FB2057
 FB2057  STATE/COUNTY-  TN/SEVIER
 FB2057  USGS QUAD   -  PIGEON FORGE (1970)
 FB2057
 FB2057                         *CURRENT SURVEY CONTROL
 FB2057  ___________________________________________________________________
 FB2057* NAD 83(1986)-  35 45 30.     (N)    083 36 20.     (W)     SCALED    
 FB2057* NAVD 88     -       387.25   (+/-2cm)    1270.5    (feet)  VERTCON   
 FB2057  ___________________________________________________________________
 FB2057  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FB2057
 FB2057  VERT ORDER  -  ? (See Below)
 FB2057
 FB2057.The horizontal coordinates were scaled from a topographic map and have
 FB2057.an estimated accuracy of +/- 6 seconds.
 FB2057
 FB2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2057.The vertical order pertains to the NGVD 29 superseded value.
 FB2057
 FB2057.The geoid height was determined by GEOID03.
 FB2057
 FB2057;                    North         East    Units  Estimated Accuracy
 FB2057;SPC TN       -   160,750.      816,520.      MT  (+/- 180 meters Scaled)
 FB2057
 FB2057                          SUPERSEDED SURVEY CONTROL
 FB2057
 FB2057  NGVD 29 (??/??/92)  387.354  (m)         1270.84   (f) ADJ UNCH    ?  
 FB2057
 FB2057.Superseded values are not recommended for survey control.
 FB2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2057.See file dsdata.txt to determine how the superseded data were derived.
 FB2057
 FB2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV644602(NAD 83)
 FB2057_MARKER: DB = BENCH MARK DISK
 FB2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2057_STAMPING: F 127 1935
 FB2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2057+STABILITY: SURFACE MOTION
 FB2057
 FB2057  HISTORY     - Date     Condition        Report By
 FB2057  HISTORY     - 1935     MONUMENTED       CGS
 FB2057  HISTORY     - 1949     GOOD             NGS
 FB2057  HISTORY     - 1972     GOOD             TVA
 FB2057
 FB2057                          STATION DESCRIPTION
 FB2057
 FB2057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB2057'12.7 MI S FROM SEVIERVILLE.
 FB2057'12.7 MILES SOUTH OF SEVIERVILLE, 6.2 MILES SOUTHWEST OF THE POST
 FB2057'OFFICE AT PIGEON FORGE, 120 FEET NORTHWEST OF THE RICHARD CLABOUGH
 FB2057'HOUSE, 90 FEET NORTHWEST OF A STREAM, AT THE JUNCTION OF THE
 FB2057'LITTLE COVE CREEK ROAD AND THE WEAR VALLEY ROAD, 35 FEET SOUTH
 FB2057'OF THE JUNCTION, 20.8 FEET NORTHEAST OF A 10-INCH CEDAR TREE,
 FB2057'OPPOSITE A 10-FOOT ROAD CUT, 12 FEET SOUTHWEST OF A GAP IN A
 FB2057'FENCE, AND 2 FEET EAST OF A BOARD FENCE.  A STANDARD DISK,
 FB2057'STAMPED F 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB2057'CONTROL MARKER SIGN SET 1.0 FT NORTHWEST OF MONUMENT.
 FB2057
 FB2057                          STATION RECOVERY (1972)
 FB2057
 FB2057'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1173 ***********************************************************************
 FB1173  DESIGNATION -  F 128
 FB1173  PID         -  FB1173
 FB1173  STATE/COUNTY-  TN/COCKE
 FB1173  USGS QUAD   -  NEWPORT (1992)
 FB1173
 FB1173                         *CURRENT SURVEY CONTROL
 FB1173  ___________________________________________________________________
 FB1173* NAD 83(1986)-  35 57 55.     (N)    083 10 32.     (W)     SCALED    
 FB1173* NAVD 88     -       327.021  (meters)    1072.90   (feet)  ADJUSTED  
 FB1173  ___________________________________________________________________
 FB1173  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 FB1173  DYNAMIC HT  -         326.711 (meters)    1071.88  (feet)  COMP
 FB1173  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FB1173
 FB1173  VERT ORDER  -  FIRST     CLASS I
 FB1173
 FB1173.The horizontal coordinates were scaled from a topographic map and have
 FB1173.an estimated accuracy of +/- 6 seconds.
 FB1173
 FB1173.The orthometric height was determined by differential leveling
 FB1173.and adjusted by the National Geodetic Survey in June 1991..
 FB1173.WARNING-Repeat measurements at this control monument indicate possible
 FB1173.vertical movement.
 FB1173
 FB1173.The geoid height was determined by GEOID03.
 FB1173
 FB1173.The dynamic height is computed by dividing the NAVD 88
 FB1173.geopotential number by the normal gravity value computed on the
 FB1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1173.degrees latitude (g = 980.6199 gals.).
 FB1173
 FB1173.The modeled gravity was interpolated from observed gravity values.
 FB1173
 FB1173;                    North         East    Units  Estimated Accuracy
 FB1173;SPC TN       -   184,740.      854,730.      MT  (+/- 180 meters Scaled)
 FB1173
 FB1173                          SUPERSEDED SURVEY CONTROL
 FB1173
 FB1173  NGVD 29 (??/??/92)  327.168  (m)         1073.38   (f) ADJ UNCH    1 1
 FB1173
 FB1173.Superseded values are not recommended for survey control.
 FB1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1173.See file dsdata.txt to determine how the superseded data were derived.
 FB1173
 FB1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV038822(NAD 83)
 FB1173_MARKER: DB = BENCH MARK DISK
 FB1173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1173_SP_SET: OVERPASS
 FB1173_STAMPING: F 128 1935
 FB1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1173
 FB1173  HISTORY     - Date     Condition        Report By
 FB1173  HISTORY     - 1935     MONUMENTED       CGS
 FB1173  HISTORY     - 1967     GOOD             NGS
 FB1173
 FB1173                          STATION DESCRIPTION
 FB1173
 FB1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1173'0.6 MI E FROM NEWPORT.
 FB1173'ABOUT 0.6 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1173'FROM THE STATION AT NEWPORT, 7 FEET SOUTHWEST OF THE SOUTHWEST
 FB1173'RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE
 FB1173'NORTHWEST CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR LINCOLN
 FB1173'AVENUE, 79 1/2 FEET EAST OF THE EAST CORNER OF THE BUILDING
 FB1173'WHICH IS OCCUPIED BY STOKELY-VAN CAMPS INCORPORATED, AND ABOUT
 FB1173'4 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1802 ***********************************************************************
 GA1802  CBN         -  This is a Cooperative Base Network Control Station.
 GA1802  DESIGNATION -  F 129
 GA1802  PID         -  GA1802
 GA1802  STATE/COUNTY-  TN/HAMBLEN
 GA1802  USGS QUAD   -  MORRISTOWN (1979)
 GA1802
 GA1802                         *CURRENT SURVEY CONTROL
 GA1802  ___________________________________________________________________
 GA1802* NAD 83(1995)-  36 11 23.16964(N)    083 21 18.00410(W)     ADJUSTED  
 GA1802* NAVD 88     -       387.317  (meters)    1270.72   (feet)  ADJUSTED  
 GA1802  ___________________________________________________________________
 GA1802  X           -     596,393.152 (meters)                     COMP
 GA1802  Y           -  -5,119,258.363 (meters)                     COMP
 GA1802  Z           -   3,745,416.942 (meters)                     COMP
 GA1802  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GA1802  ELLIP HEIGHT-         356.27  (meters)          (08/03/04) GPS OBS
 GA1802  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1802  DYNAMIC HT  -         386.960 (meters)    1269.55  (feet)  COMP
 GA1802  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 GA1802
 GA1802  HORZ ORDER  -  A
 GA1802  VERT ORDER  -  FIRST     CLASS I
 GA1802  ELLP ORDER  -  FOURTH    CLASS I
 GA1802
 GA1802.The horizontal coordinates were established by GPS observations
 GA1802.and adjusted by the National Geodetic Survey in August 2004..
 GA1802
 GA1802.The orthometric height was determined by differential leveling
 GA1802.and adjusted by the National Geodetic Survey in June 1991..
 GA1802
 GA1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1802
 GA1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1802
 GA1802.The ellipsoidal height was determined by GPS observations
 GA1802.and is referenced to NAD 83.
 GA1802
 GA1802.The geoid height was determined by GEOID03.
 GA1802
 GA1802.The dynamic height is computed by dividing the NAVD 88
 GA1802.geopotential number by the normal gravity value computed on the
 GA1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1802.degrees latitude (g = 980.6199 gals.).
 GA1802
 GA1802.The modeled gravity was interpolated from observed gravity values.
 GA1802
 GA1802;                    North         East     Units Scale Factor Converg.
 GA1802;SPC TN       -   209,186.140   837,873.516   MT  0.99996762   +1 32 54.6
 GA1802;SPC TN       -   686,304.86  2,748,923.36   sFT  0.99996762   +1 32 54.6
 GA1802;UTM  17      - 4,007,567.463   288,240.817   MT  1.00015254   -1 23 27.8
 GA1802
 GA1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1802!SPC TN       -   0.99994409  x   0.99996762  =   0.99991171
 GA1802!UTM  17      -   0.99994409  x   1.00015254  =   1.00009662
 GA1802
 GA1802                          SUPERSEDED SURVEY CONTROL
 GA1802
 GA1802  NAVD 88 (08/03/04)  387.32   (m)         1270.7    (f) LEVELING    3  
 GA1802  NGVD 29 (??/??/92)  387.442  (m)         1271.13   (f) ADJ UNCH    1 1
 GA1802
 GA1802.Superseded values are not recommended for survey control.
 GA1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1802.See file dsdata.txt to determine how the superseded data were derived.
 GA1802
 GA1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8824107567(NAD 83)
 GA1802_MARKER: DB = BENCH MARK DISK
 GA1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1802_STAMPING: F 129 1936
 GA1802_MARK LOGO: CGS   
 GA1802_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1802+STABILITY: SURFACE MOTION
 GA1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1802+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 GA1802
 GA1802  HISTORY     - Date     Condition        Report By
 GA1802  HISTORY     - 1936     MONUMENTED       CGS
 GA1802  HISTORY     - 1967     GOOD             NGS
 GA1802  HISTORY     - 20031010 GOOD             TNDT
 GA1802  HISTORY     - 20051201 GOOD             CAS
 GA1802
 GA1802                          STATION DESCRIPTION
 GA1802
 GA1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1802'4.1 MI W FROM MORRISTOWN.
 GA1802'ABOUT 3.8 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1802'AT MORRISTOWN, THENCE 0.3 MILES SOUTH ALONG A BLACK TOPPED ROAD,
 GA1802'86 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD AND THE CROSSING
 GA1802'OF THE WESTBOUND TRACK OF THE SOUTHERN RAILWAY, 73 FEET EAST OF THE
 GA1802'CENTER LINE OF THE ROAD, 29 FEET NORTH OF THE NORTH RAIL OF THE
 GA1802'NEAR TRACK, 1 1/2 FEET NORTH OF A FENCE LINE, 0.8 FOOT NORTHEAST
 GA1802'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, 2 1/2 FEET
 GA1802'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GA1802'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 GA1802
 GA1802                          STATION RECOVERY (2003)
 GA1802
 GA1802'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA1802'RECOVERED AS DESCRIBED.
 GA1802
 GA1802                          STATION RECOVERY (2005)
 GA1802
 GA1802'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 GA1802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0769 ***********************************************************************
 GD0769  DESIGNATION -  F 13
 GD0769  PID         -  GD0769
 GD0769  STATE/COUNTY-  TN/OBION
 GD0769  USGS QUAD   -  HORNBEAK (1983)
 GD0769
 GD0769                         *CURRENT SURVEY CONTROL
 GD0769  ___________________________________________________________________
 GD0769* NAD 83(1986)-  36 21 34.     (N)    089 21 57.     (W)     SCALED    
 GD0769* NAVD 88     -        93.936  (meters)     308.19   (feet)  ADJUSTED  
 GD0769  ___________________________________________________________________
 GD0769  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0769  DYNAMIC HT  -          93.859 (meters)     307.94  (feet)  COMP
 GD0769  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 GD0769
 GD0769  VERT ORDER  -  SECOND    CLASS 0
 GD0769
 GD0769.The horizontal coordinates were scaled from a topographic map and have
 GD0769.an estimated accuracy of +/- 6 seconds.
 GD0769
 GD0769.The orthometric height was determined by differential leveling
 GD0769.and adjusted by the National Geodetic Survey in June 1991..
 GD0769
 GD0769.The geoid height was determined by GEOID03.
 GD0769
 GD0769.The dynamic height is computed by dividing the NAVD 88
 GD0769.geopotential number by the normal gravity value computed on the
 GD0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0769.degrees latitude (g = 980.6199 gals.).
 GD0769
 GD0769.The modeled gravity was interpolated from observed gravity values.
 GD0769
 GD0769;                    North         East    Units  Estimated Accuracy
 GD0769;SPC TN       -   229,990.      297,970.      MT  (+/- 180 meters Scaled)
 GD0769
 GD0769                          SUPERSEDED SURVEY CONTROL
 GD0769
 GD0769  NGVD 29 (??/??/??)   93.879  (m)          308.00   (f) ADJUSTED    2 0
 GD0769
 GD0769.Superseded values are not recommended for survey control.
 GD0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0769.See file dsdata.txt to determine how the superseded data were derived.
 GD0769
 GD0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF877264(NAD 83)
 GD0769_MARKER: DB = BENCH MARK DISK
 GD0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0769_STAMPING: F 13 1935
 GD0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0769+STABILITY: SURFACE MOTION
 GD0769
 GD0769  HISTORY     - Date     Condition        Report By
 GD0769  HISTORY     - 1935     MONUMENTED       CGS
 GD0769  HISTORY     - 1963     MARK NOT FOUND   USGS
 GD0769  HISTORY     - 20000428 MARK NOT FOUND   USE
 GD0769
 GD0769                          STATION DESCRIPTION
 GD0769
 GD0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0769'7.1 MI E FROM TIPTONVILLE.
 GD0769'IN OBION COUNTY, 7.1 MILES EAST ALONG STATE HIGHWAY 21 FROM THE
 GD0769'COUNTY COURTHOUSE AT TIPTONVILLE, LAKE COUNTY, 2.3 MILES EAST
 GD0769'OF THE REELFOOT LAKE SPILLWAY, AT LASATERS CORNERS, 56 YARDS
 GD0769'EAST OF THE CENTERLINE OF THE SAMBURG ROAD, 45 FEET NORTH OF
 GD0769'THE CENTERLINE OF THE HIGHWAY, AT THE FENCE, AND 9 FEET EAST OF
 GD0769'THE FENCE CORNER.  A STANDARD DISK, STAMPED F 13 1935 AND SET IN
 GD0769'THE TOP OF A CONCRETE POST.
 GD0769
 GD0769                          STATION RECOVERY (1963)
 GD0769
 GD0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GD0769'MARK NOT FOUND.
 GD0769
 GD0769                          STATION RECOVERY (2000)
 GD0769
 GD0769'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0769'NOT FOUND IN 1963 BY USGS.  NOT FOUND 2000 RESIDENCE NOW AT LOCATION
 GD0769'SUSPECT MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2229 ***********************************************************************
 GA2229  DESIGNATION -  F 130
 GA2229  PID         -  GA2229
 GA2229  STATE/COUNTY-  TN/KNOX
 GA2229  USGS QUAD   -  JOHN SEVIER (1992)
 GA2229
 GA2229                         *CURRENT SURVEY CONTROL
 GA2229  ___________________________________________________________________
 GA2229* NAD 83(1986)-  36 02 49.     (N)    083 47 22.     (W)     SCALED    
 GA2229* NAVD 88     -       262.490  (meters)     861.19   (feet)  ADJUSTED  
 GA2229  ___________________________________________________________________
 GA2229  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2229  DYNAMIC HT  -         262.250 (meters)     860.40  (feet)  COMP
 GA2229  MODELED GRAV-     979,713.8   (mgal)                       NAVD 88
 GA2229
 GA2229  VERT ORDER  -  FIRST     CLASS I
 GA2229
 GA2229.The horizontal coordinates were scaled from a topographic map and have
 GA2229.an estimated accuracy of +/- 6 seconds.
 GA2229
 GA2229.The orthometric height was determined by differential leveling
 GA2229.and adjusted by the National Geodetic Survey in June 1991..
 GA2229
 GA2229.The geoid height was determined by GEOID03.
 GA2229
 GA2229.The dynamic height is computed by dividing the NAVD 88
 GA2229.geopotential number by the normal gravity value computed on the
 GA2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2229.degrees latitude (g = 980.6199 gals.).
 GA2229
 GA2229.The modeled gravity was interpolated from observed gravity values.
 GA2229
 GA2229;                    North         East    Units  Estimated Accuracy
 GA2229;SPC TN       -   192,370.      799,170.      MT  (+/- 180 meters Scaled)
 GA2229
 GA2229                          SUPERSEDED SURVEY CONTROL
 GA2229
 GA2229  NGVD 29 (??/??/92)  262.622  (m)          861.62   (f) ADJ UNCH    1 1
 GA2229
 GA2229.Superseded values are not recommended for survey control.
 GA2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2229.See file dsdata.txt to determine how the superseded data were derived.
 GA2229
 GA2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV487927(NAD 83)
 GA2229_MARKER: DB = BENCH MARK DISK
 GA2229_SETTING: 66 = SET IN ROCK OUTCROP
 GA2229_SP_SET: ROCK LEDGE
 GA2229_STAMPING: F 130 1936
 GA2229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2229+STABILITY: POSITION/ELEVATION WELL
 GA2229
 GA2229  HISTORY     - Date     Condition        Report By
 GA2229  HISTORY     - 1936     MONUMENTED       CGS
 GA2229  HISTORY     - 1967     GOOD             NGS
 GA2229
 GA2229                          STATION DESCRIPTION
 GA2229
 GA2229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2229'9.8 MI NE FROM KNOXVILLE.
 GA2229'ABOUT 9.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2229'STATION AT KNOXVILLE, ABOUT 0.2 MILE NORTHEAST OF THE SOUTHEAST
 GA2229'END OF A BLACK TOPPED ROAD WHICH DEAD ENDS AT THE TRACK, ABOUT
 GA2229'3 RAILS SOUTHWEST OF STRONG CREEK, SET ON THE TOP OF A ROCK LEDGE
 GA2229'WHICH IS 6 FEET WIDE, 2 1/2 FEET HIGH AND PROJECTS OUT OF A HILL,
 GA2229'NEAR THE NORTHEAST END OF A ROCK CUT, 64 1/2 FEET NORTHEAST OF
 GA2229'MILEPOST 121, 35.1 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA2229'WESTBOUND TRACK, 31 1/2 FEET WEST OF A YARD LIMIT SIGN, AND 3 FEET
 GA2229'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0862 ***********************************************************************
 FC0862  DESIGNATION -  F 131
 FC0862  PID         -  FC0862
 FC0862  STATE/COUNTY-  TN/MCMINN
 FC0862  USGS QUAD   -  NIOTA (1990)
 FC0862
 FC0862                         *CURRENT SURVEY CONTROL
 FC0862  ___________________________________________________________________
 FC0862* NAD 83(1986)-  35 30 53.     (N)    084 32 53.     (W)     SCALED    
 FC0862* NAVD 88     -       298.882  (meters)     980.58   (feet)  ADJUSTED  
 FC0862  ___________________________________________________________________
 FC0862  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0862  DYNAMIC HT  -         298.589 (meters)     979.62  (feet)  COMP
 FC0862  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 FC0862
 FC0862  VERT ORDER  -  FIRST     CLASS II
 FC0862
 FC0862.The horizontal coordinates were scaled from a topographic map and have
 FC0862.an estimated accuracy of +/- 6 seconds.
 FC0862
 FC0862.The orthometric height was determined by differential leveling
 FC0862.and adjusted by the National Geodetic Survey in June 1991..
 FC0862
 FC0862.The geoid height was determined by GEOID03.
 FC0862
 FC0862.The dynamic height is computed by dividing the NAVD 88
 FC0862.geopotential number by the normal gravity value computed on the
 FC0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0862.degrees latitude (g = 980.6199 gals.).
 FC0862
 FC0862.The modeled gravity was interpolated from observed gravity values.
 FC0862
 FC0862;                    North         East    Units  Estimated Accuracy
 FC0862;SPC TN       -   132,050.      731,700.      MT  (+/- 180 meters Scaled)
 FC0862
 FC0862                          SUPERSEDED SURVEY CONTROL
 FC0862
 FC0862  NGVD 29 (??/??/92)  298.941  (m)          980.78   (f) ADJ UNCH    1 2
 FC0862
 FC0862.Superseded values are not recommended for survey control.
 FC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0862.See file dsdata.txt to determine how the superseded data were derived.
 FC0862
 FC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE223328(NAD 83)
 FC0862_MARKER: DB = BENCH MARK DISK
 FC0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0862_STAMPING: F 131 1936
 FC0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0862+STABILITY: SURFACE MOTION
 FC0862
 FC0862  HISTORY     - Date     Condition        Report By
 FC0862  HISTORY     - 1936     MONUMENTED       CGS
 FC0862  HISTORY     - 1949     GOOD             NGS
 FC0862  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0862
 FC0862                          STATION DESCRIPTION
 FC0862
 FC0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0862'AT NIOTA.
 FC0862'AT NIOTA, MC MINN COUNTY, 4-1/2 POLES SOUTHWEST OF THE WEST
 FC0862'CORNER OF THE SOUTHERN RAILWAY STATION, 55 YARDS NORTHWEST OF THE
 FC0862'NORTHWEST RAIL, 78.4 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 FC0862'NIOTA BAPTIST CHURCH, IN THE SOUTH CORNER OF THE CHURCHYARD,
 FC0862'32.3 FEET NORTHWEST OF THE CENTERLINE OF A NORTHWEST-AND-SOUTHEAST
 FC0862'GRAVEL ROAD, 13 FEET NORTHWEST OF THE CENTERLINE OF THE SIDEWALK,
 FC0862'14 FEET NORTHEAST OF A 14-INCH MAPLE TREE, AND ABOUT 5 FEET
 FC0862'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 131 1936
 FC0862'AND SET IN THE TOP OF A CONCRETE POST.
 FC0862
 FC0862                          STATION RECOVERY (1968)
 FC0862
 FC0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FC0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0861 ***********************************************************************
 FC0861  DESIGNATION -  F 131 X
 FC0861  PID         -  FC0861
 FC0861  STATE/COUNTY-  TN/MCMINN
 FC0861  USGS QUAD   -  NIOTA (1990)
 FC0861
 FC0861                         *CURRENT SURVEY CONTROL
 FC0861  ___________________________________________________________________
 FC0861* NAD 83(1986)-  35 30 25.     (N)    084 33 28.     (W)     SCALED    
 FC0861* NAVD 88     -       293.460  (meters)     962.79   (feet)  ADJUSTED  
 FC0861  ___________________________________________________________________
 FC0861  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0861  DYNAMIC HT  -         293.173 (meters)     961.85  (feet)  COMP
 FC0861  MODELED GRAV-     979,648.4   (mgal)                       NAVD 88
 FC0861
 FC0861  VERT ORDER  -  FIRST     CLASS I
 FC0861
 FC0861.The horizontal coordinates were scaled from a topographic map and have
 FC0861.an estimated accuracy of +/- 6 seconds.
 FC0861
 FC0861.The orthometric height was determined by differential leveling
 FC0861.and adjusted by the National Geodetic Survey in June 1991..
 FC0861.WARNING-Repeat measurements at this control monument indicate possible
 FC0861.vertical movement.
 FC0861
 FC0861.The geoid height was determined by GEOID03.
 FC0861
 FC0861.The dynamic height is computed by dividing the NAVD 88
 FC0861.geopotential number by the normal gravity value computed on the
 FC0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0861.degrees latitude (g = 980.6199 gals.).
 FC0861
 FC0861.The modeled gravity was interpolated from observed gravity values.
 FC0861
 FC0861;                    North         East    Units  Estimated Accuracy
 FC0861;SPC TN       -   131,180.      730,830.      MT  (+/- 180 meters Scaled)
 FC0861
 FC0861                          SUPERSEDED SURVEY CONTROL
 FC0861
 FC0861  NGVD 29 (??/??/92)  293.519  (m)          962.99   (f) ADJ UNCH    1 1
 FC0861
 FC0861.Superseded values are not recommended for survey control.
 FC0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0861.See file dsdata.txt to determine how the superseded data were derived.
 FC0861
 FC0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE214320(NAD 83)
 FC0861_MARKER: DB = BENCH MARK DISK
 FC0861_SETTING: 0 = UNSPECIFIED SETTING
 FC0861_STAMPING: F 131 X 1936
 FC0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0861
 FC0861  HISTORY     - Date     Condition        Report By
 FC0861  HISTORY     - 1936     MONUMENTED       CGS
 FC0861  HISTORY     - 1968     GOOD             NGS
 FC0861
 FC0861                          STATION DESCRIPTION
 FC0861
 FC0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0861'0.8 MI SW FROM NIOTA.
 FC0861'ABOUT 0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0861'STATION AT NIOTA, ABOUT 0.3 MILE SOUTHWEST OF A BLACKTOP ROAD
 FC0861'CROSSING, ON THE OUTSIDE OF AND AT THE NORTHEAST END OF A CURVE
 FC0861'WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, ABOUT 2 RAILS
 FC0861'SOUTHWEST OF THE SOUTHWEST END OF A SIDETRACK, SET IN THE TOP
 FC0861'OF THE SOUTH CORNER OF A 2 1/2-FOOT SQUARE CONCRETE BASE FOR
 FC0861'SIGNAL 1807 A, 7.4 FEET NORTHWEST OF THE NORTHWEST RAIL AND
 FC0861'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2008 ***********************************************************************
 FB2008  DESIGNATION -  F 132
 FB2008  PID         -  FB2008
 FB2008  STATE/COUNTY-  TN/BLOUNT
 FB2008  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2008
 FB2008                         *CURRENT SURVEY CONTROL
 FB2008  ___________________________________________________________________
 FB2008* NAD 83(1986)-  35 42 32.     (N)    083 55 43.     (W)     SCALED    
 FB2008* NAVD 88     -       286.481  (meters)     939.90   (feet)  ADJUSTED  
 FB2008  ___________________________________________________________________
 FB2008  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB2008  DYNAMIC HT  -         286.207 (meters)     939.00  (feet)  COMP
 FB2008  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 FB2008
 FB2008  VERT ORDER  -  SECOND    CLASS 0
 FB2008
 FB2008.The horizontal coordinates were scaled from a topographic map and have
 FB2008.an estimated accuracy of +/- 6 seconds.
 FB2008
 FB2008.The orthometric height was determined by differential leveling
 FB2008.and adjusted by the National Geodetic Survey in June 1991..
 FB2008
 FB2008.The geoid height was determined by GEOID03.
 FB2008
 FB2008.The dynamic height is computed by dividing the NAVD 88
 FB2008.geopotential number by the normal gravity value computed on the
 FB2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2008.degrees latitude (g = 980.6199 gals.).
 FB2008
 FB2008.The modeled gravity was interpolated from observed gravity values.
 FB2008
 FB2008;                    North         East    Units  Estimated Accuracy
 FB2008;SPC TN       -   154,600.      787,430.      MT  (+/- 180 meters Scaled)
 FB2008
 FB2008                          SUPERSEDED SURVEY CONTROL
 FB2008
 FB2008  NGVD 29 (??/??/92)  286.595  (m)          940.27   (f) ADJ UNCH    2 0
 FB2008
 FB2008.Superseded values are not recommended for survey control.
 FB2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2008.See file dsdata.txt to determine how the superseded data were derived.
 FB2008
 FB2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV350556(NAD 83)
 FB2008_MARKER: DB = BENCH MARK DISK
 FB2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2008_STAMPING: F 132 1935
 FB2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2008+STABILITY: SURFACE MOTION
 FB2008
 FB2008  HISTORY     - Date     Condition        Report By
 FB2008  HISTORY     - 1935     MONUMENTED       CGS
 FB2008
 FB2008                          STATION DESCRIPTION
 FB2008
 FB2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2008'3.9 MI SE FROM BLOCKHOUSE.
 FB2008'3.9 MILES SOUTHEAST (AIR LINE) FROM MARYVILLE, 0.6 MILE SOUTHWEST
 FB2008'ALONG A COUNTY ROAD (BLOCKHOUSE PIKE) FROM CHILHOWEE VIEW SCHOOL,
 FB2008'0.6 MILE NORTHEAST OF THE ROAD JUNCTION AT BLOCKHOUSE, 150
 FB2008'FEET WEST OF THE J.A. WHITE HOUSE, 71.8 FEET NORTHWEST OF A 10-INCH
 FB2008'MAPLE TREE, 11.3 FEET NORTH OF A 10-INCH WALNUT TREE, 21 FEET
 FB2008'SOUTHEAST OF THE CENTERLINE OF THE ROAD, UNDER A POWER-TRANSMISSION
 FB2008'LINE, AND 2 FEET SOUTHEAST OF A BARBED-WIRE FENCE.  A STANDARD
 FB2008'DISK, STAMPED F 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2261 ***********************************************************************
 GA2261  DESIGNATION -  F 132
 GA2261  PID         -  GA2261
 GA2261  STATE/COUNTY-  TN/UNION
 GA2261  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2261
 GA2261                         *CURRENT SURVEY CONTROL
 GA2261  ___________________________________________________________________
 GA2261* NAD 83(1986)-  36 18 31.     (N)    083 45 19.     (W)     SCALED    
 GA2261* NAVD 88     -       363.109  (meters)    1191.30   (feet)  ADJUSTED  
 GA2261  ___________________________________________________________________
 GA2261  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2261  DYNAMIC HT  -         362.778 (meters)    1190.21  (feet)  COMP
 GA2261  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA2261
 GA2261  VERT ORDER  -  SECOND    CLASS 0
 GA2261
 GA2261.The horizontal coordinates were scaled from a topographic map and have
 GA2261.an estimated accuracy of +/- 6 seconds.
 GA2261
 GA2261.The orthometric height was determined by differential leveling
 GA2261.and adjusted by the National Geodetic Survey in June 1991..
 GA2261
 GA2261.The geoid height was determined by GEOID03.
 GA2261
 GA2261.The dynamic height is computed by dividing the NAVD 88
 GA2261.geopotential number by the normal gravity value computed on the
 GA2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2261.degrees latitude (g = 980.6199 gals.).
 GA2261
 GA2261.The modeled gravity was interpolated from observed gravity values.
 GA2261
 GA2261;                    North         East    Units  Estimated Accuracy
 GA2261;SPC TN       -   221,470.      801,580.      MT  (+/- 180 meters Scaled)
 GA2261
 GA2261                          SUPERSEDED SURVEY CONTROL
 GA2261
 GA2261  NGVD 29 (??/??/92)  363.188  (m)         1191.56   (f) ADJ UNCH    2 0
 GA2261
 GA2261.Superseded values are not recommended for survey control.
 GA2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2261.See file dsdata.txt to determine how the superseded data were derived.
 GA2261
 GA2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA526217(NAD 83)
 GA2261_MARKER: DB = BENCH MARK DISK
 GA2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2261_STAMPING: F 132 1936
 GA2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2261+STABILITY: SURFACE MOTION
 GA2261
 GA2261  HISTORY     - Date     Condition        Report By
 GA2261  HISTORY     - 1936     MONUMENTED       CGS
 GA2261  HISTORY     - 1966     GOOD             TNGS
 GA2261  HISTORY     - 20040405 POOR             TVA
 GA2261
 GA2261                          STATION DESCRIPTION
 GA2261
 GA2261'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1966
 GA2261'AT ROSE HILL.
 GA2261'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE
 GA2261'ROUTE 33 FOR 4.5 MILES TO THE MARK ON THE RIGHT, ABOUT 0.5 MILE
 GA2261'SOUTHWEST OF KYLE HOUSTONS STORE.  THE MARK IS 300 YARDS WEST
 GA2261'OF A FARM HOUSE, 55 YARDS WEST OF A DRAINAGE DITCH, 60 FEET
 GA2261'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 15 FEET
 GA2261'EAST OF A GRAVELED DRIVE TO A SMALL WHITE HOUSE.  IT IS A
 GA2261'STANDARD DISK SET IN THE TOP OF A 6-INCH, SQUARE, FLUSH, CONCRETE
 GA2261'MONUMENT AND THE DISK IS STAMPED F 132 1936.
 GA2261
 GA2261                          STATION RECOVERY (2004)
 GA2261
 GA2261'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (RWR)
 GA2261'LOCATED UNDER METAL CARPORT IN GRAVEL DRIVEWAY FOR PRIVATE RESIDENCE.
 GA2261' 
 GA2261' 
 GA2261'LOCATED N 23 DEGREES W, 57.5' FROM THE NORTHWEST CORNER OF A MOBILE
 GA2261'HOME NEAR BAILEY BODY SHOP, N 80 DEGREES E, 75.5' FROM POWER POLE
 GA2261'NUMBER 137, 61.7' FROM THE CENTERLINE OF STATE HIGHWAY 33.
 GA2261' 
 GA2261'DISK APPEARS TO HAVE BEEN BENT SLIGHTLY ON WEST SIDE.
 GA2261' 
 GA2261' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2009 ***********************************************************************
 FB2009  DESIGNATION -  F 132 X
 FB2009  PID         -  FB2009
 FB2009  STATE/COUNTY-  TN/BLOUNT
 FB2009  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2009
 FB2009                         *CURRENT SURVEY CONTROL
 FB2009  ___________________________________________________________________
 FB2009* NAD 83(1986)-  35 42 11.     (N)    083 56 10.     (W)     SCALED    
 FB2009* NAVD 88     -       295.087  (meters)     968.13   (feet)  ADJUSTED  
 FB2009  ___________________________________________________________________
 FB2009  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB2009  DYNAMIC HT  -         294.804 (meters)     967.20  (feet)  COMP
 FB2009  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 FB2009
 FB2009  VERT ORDER  -  SECOND    CLASS 0
 FB2009
 FB2009.The horizontal coordinates were scaled from a topographic map and have
 FB2009.an estimated accuracy of +/- 6 seconds.
 FB2009
 FB2009.The orthometric height was determined by differential leveling
 FB2009.and adjusted by the National Geodetic Survey in June 1991..
 FB2009
 FB2009.The geoid height was determined by GEOID03.
 FB2009
 FB2009.The dynamic height is computed by dividing the NAVD 88
 FB2009.geopotential number by the normal gravity value computed on the
 FB2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2009.degrees latitude (g = 980.6199 gals.).
 FB2009
 FB2009.The modeled gravity was interpolated from observed gravity values.
 FB2009
 FB2009;                    North         East    Units  Estimated Accuracy
 FB2009;SPC TN       -   153,940.      786,760.      MT  (+/- 180 meters Scaled)
 FB2009
 FB2009                          SUPERSEDED SURVEY CONTROL
 FB2009
 FB2009  NGVD 29 (??/??/92)  295.198  (m)          968.50   (f) ADJ UNCH    2 0
 FB2009
 FB2009.Superseded values are not recommended for survey control.
 FB2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2009.See file dsdata.txt to determine how the superseded data were derived.
 FB2009
 FB2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV343549(NAD 83)
 FB2009_MARKER: DB = BENCH MARK DISK
 FB2009_SETTING: 66 = SET IN ROCK OUTCROP
 FB2009_SP_SET: ROCK OUTCROP
 FB2009_STAMPING: F 132 X 1935
 FB2009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2009+STABILITY: POSITION/ELEVATION WELL
 FB2009
 FB2009  HISTORY     - Date     Condition        Report By
 FB2009  HISTORY     - 1935     MONUMENTED       CGS
 FB2009
 FB2009                          STATION DESCRIPTION
 FB2009
 FB2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2009'AT BLOCKHOUSE.
 FB2009'4.0 MILES SOUTHEAST (AIR LINE) FROM MARYVILLE, 1.2 MILES SOUTHWEST
 FB2009'ALONG A COUNTY ROAD (BLOCKHOUSE PIKE) FROM CHILHOWEE VIEW SCHOOL,
 FB2009'AT BLOCKHOUSE, 150 FEET EAST OF THE F.D. STOOKSBURY WHITE HOUSE,
 FB2009'150 FEET SOUTHEAST OF THE BARN, 100 FEET NORTH OF THE T-JUNCTION
 FB2009'OF A COUNTY ROAD, IN AN OPEN FIELD OF ROCK OUTCROPS, 120.8 FEET
 FB2009'WEST-SOUTHWEST OF AN 18-INCH HICKORY TREE, 90 FEET NORTH OF THE
 FB2009'CENTERLINE OF BLOCKHOUSE PIKE, 75.7 FEET NORTHWEST OF A 12-INCH
 FB2009'WALNUT TREE, 12.6 FEET SOUTHEAST OF A DOUBLE WALNUT TREE, AND IN
 FB2009'A ROCK OUTCROP.  A STANDARD DISK, STAMPED F 132 X 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2010 ***********************************************************************
 FB2010  DESIGNATION -  F 132 Y
 FB2010  PID         -  FB2010
 FB2010  STATE/COUNTY-  TN/BLOUNT
 FB2010  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2010
 FB2010                         *CURRENT SURVEY CONTROL
 FB2010  ___________________________________________________________________
 FB2010* NAD 83(1986)-  35 42 11.     (N)    083 56 07.     (W)     SCALED    
 FB2010* NAVD 88     -       296.249  (meters)     971.94   (feet)  ADJUSTED  
 FB2010  ___________________________________________________________________
 FB2010  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB2010  DYNAMIC HT  -         295.965 (meters)     971.01  (feet)  COMP
 FB2010  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 FB2010
 FB2010  VERT ORDER  -  SECOND    CLASS 0
 FB2010
 FB2010.The horizontal coordinates were scaled from a topographic map and have
 FB2010.an estimated accuracy of +/- 6 seconds.
 FB2010
 FB2010.The orthometric height was determined by differential leveling
 FB2010.and adjusted by the National Geodetic Survey in June 1991..
 FB2010
 FB2010.The geoid height was determined by GEOID03.
 FB2010
 FB2010.The dynamic height is computed by dividing the NAVD 88
 FB2010.geopotential number by the normal gravity value computed on the
 FB2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2010.degrees latitude (g = 980.6199 gals.).
 FB2010
 FB2010.The modeled gravity was interpolated from observed gravity values.
 FB2010
 FB2010;                    North         East    Units  Estimated Accuracy
 FB2010;SPC TN       -   153,940.      786,840.      MT  (+/- 180 meters Scaled)
 FB2010
 FB2010                          SUPERSEDED SURVEY CONTROL
 FB2010
 FB2010  NGVD 29 (??/??/92)  296.362  (m)          972.31   (f) ADJ UNCH    2 0
 FB2010
 FB2010.Superseded values are not recommended for survey control.
 FB2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2010.See file dsdata.txt to determine how the superseded data were derived.
 FB2010
 FB2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV344549(NAD 83)
 FB2010_MARKER: DB = BENCH MARK DISK
 FB2010_SETTING: 66 = SET IN ROCK OUTCROP
 FB2010_SP_SET: ROCK OUTCROP
 FB2010_STAMPING: F 132 Y 1935
 FB2010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2010+STABILITY: POSITION/ELEVATION WELL
 FB2010
 FB2010  HISTORY     - Date     Condition        Report By
 FB2010  HISTORY     - 1935     MONUMENTED       CGS
 FB2010
 FB2010                          STATION DESCRIPTION
 FB2010
 FB2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2010'4 MI SE FROM MARYVILLE.
 FB2010'4.0 MILES SOUTHEAST (AIR LINE) FROM MARYVILLE, 1.2 MILES SOUTHWEST
 FB2010'ALONG A COUNTY ROAD (BLOCKHOUSE PIKE) FROM CHILHOWEE VIEW SCHOOL,
 FB2010'AT BLOCKHOUSE, 60 FEET NORTHWEST OF THE T-JUNCTION OF A COUNTY ROAD
 FB2010'LEADING SOUTH, 40.7 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 FB2010'F.D. STOOKSBURY HOUSE, 41.2 FEET NORTH OF A 2-INCH MAPLE TREE,
 FB2010'28.9 FEET SOUTHEAST OF A 4-INCH CEDAR BUSH, AND IN A ROCK OUTCROP.
 FB2010'A STANDARD DISK, STAMPED F 132 Y 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0136 ***********************************************************************
 FC0136  DESIGNATION -  F 133
 FC0136  PID         -  FC0136
 FC0136  STATE/COUNTY-  TN/LOUDON
 FC0136  USGS QUAD   -  LENOIR CITY (1986)
 FC0136
 FC0136                         *CURRENT SURVEY CONTROL
 FC0136  ___________________________________________________________________
 FC0136* NAD 83(1986)-  35 50 24.     (N)    084 18 13.     (W)     SCALED    
 FC0136* NAVD 88     -       288.197  (meters)     945.53   (feet)  ADJUSTED  
 FC0136  ___________________________________________________________________
 FC0136  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FC0136  DYNAMIC HT  -         287.924 (meters)     944.63  (feet)  COMP
 FC0136  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 FC0136
 FC0136  VERT ORDER  -  SECOND    CLASS 0
 FC0136
 FC0136.The horizontal coordinates were scaled from a topographic map and have
 FC0136.an estimated accuracy of +/- 6 seconds.
 FC0136
 FC0136.The orthometric height was determined by differential leveling
 FC0136.and adjusted by the National Geodetic Survey in June 1991..
 FC0136
 FC0136.The geoid height was determined by GEOID03.
 FC0136
 FC0136.The dynamic height is computed by dividing the NAVD 88
 FC0136.geopotential number by the normal gravity value computed on the
 FC0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0136.degrees latitude (g = 980.6199 gals.).
 FC0136
 FC0136.The modeled gravity was interpolated from observed gravity values.
 FC0136
 FC0136;                    North         East    Units  Estimated Accuracy
 FC0136;SPC TN       -   168,490.      753,250.      MT  (+/- 180 meters Scaled)
 FC0136
 FC0136                          SUPERSEDED SURVEY CONTROL
 FC0136
 FC0136  NGVD 29 (??/??/92)  288.306  (m)          945.88   (f) ADJ UNCH    2 0
 FC0136
 FC0136.Superseded values are not recommended for survey control.
 FC0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0136.See file dsdata.txt to determine how the superseded data were derived.
 FC0136
 FC0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE435695(NAD 83)
 FC0136_MARKER: DD = SURVEY DISK
 FC0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0136_STAMPING: F 133 1936
 FC0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0136+STABILITY: SURFACE MOTION
 FC0136
 FC0136  HISTORY     - Date     Condition        Report By
 FC0136  HISTORY     - 1936     MONUMENTED       TVA
 FC0136  HISTORY     - 1960     GOOD             NGS
 FC0136  HISTORY     - 1961     GOOD             NGS
 FC0136
 FC0136                          STATION DESCRIPTION
 FC0136
 FC0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0136'AT EATON CROSSROADS.
 FC0136'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.6 MILE
 FC0136'WEST ON U.S. HIGHWAY 70.  THE BENCH MARK IS OPPOSITE A WHITE
 FC0136'HOUSE WITH A ROCK CHIMNEY, 30 FT. EAST OF THE CENTER OF THE
 FC0136'JUNCTION OF A ROAD LEADING SOUTH, 41 FT. EAST OF THE T.J. WINKEL
 FC0136'SMALL HOUSE, 31 FT. WEST OF THE CENTER LINE OF U.S. HIGHWAY 70.
 FC0136'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FC0136'AND ABOUT LEVEL WITH THE HIGHWAY.
 FC0136
 FC0136                          STATION RECOVERY (1961)
 FC0136
 FC0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0720 ***********************************************************************
 GD0720  DESIGNATION -  F 134
 GD0720  PID         -  GD0720
 GD0720  STATE/COUNTY-  TN/LAKE
 GD0720  USGS QUAD   -  TIPTONVILLE (1981)
 GD0720
 GD0720                         *CURRENT SURVEY CONTROL
 GD0720  ___________________________________________________________________
 GD0720* NAD 83(1986)-  36 26 36.     (N)    089 27 47.     (W)     SCALED    
 GD0720* NAVD 88     -        95.981  (meters)     314.90   (feet)  POSTED    
 GD0720  ___________________________________________________________________
 GD0720  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0720  DYNAMIC HT  -          95.900 (meters)     314.63  (feet)  COMP
 GD0720  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 GD0720
 GD0720  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GD0720
 GD0720.The horizontal coordinates were scaled from a topographic map and have
 GD0720.an estimated accuracy of +/- 6 seconds.
 GD0720
 GD0720.The orthometric height was determined by differential leveling
 GD0720.and adjusted by the National Geodetic Survey in 1992..
 GD0720.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GD0720.rate of 1.1 thru 2.0 mm/km.
 GD0720
 GD0720.The geoid height was determined by GEOID03.
 GD0720
 GD0720.The dynamic height is computed by dividing the NAVD 88
 GD0720.geopotential number by the normal gravity value computed on the
 GD0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0720.degrees latitude (g = 980.6199 gals.).
 GD0720
 GD0720.The modeled gravity was interpolated from observed gravity values.
 GD0720
 GD0720;                    North         East    Units  Estimated Accuracy
 GD0720;SPC TN       -   239,600.      289,580.      MT  (+/- 180 meters Scaled)
 GD0720
 GD0720                          SUPERSEDED SURVEY CONTROL
 GD0720
 GD0720  NGVD 29 (??/??/??)   95.889  (m)          314.60   (f) ADJUSTED    1 2
 GD0720
 GD0720.Superseded values are not recommended for survey control.
 GD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0720.See file dsdata.txt to determine how the superseded data were derived.
 GD0720
 GD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF792359(NAD 83)
 GD0720_MARKER: DB = BENCH MARK DISK
 GD0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0720_STAMPING: F 134 1957
 GD0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0720+STABILITY: SURFACE MOTION
 GD0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0720+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0720
 GD0720  HISTORY     - Date     Condition        Report By
 GD0720  HISTORY     - 1957     MONUMENTED       CGS
 GD0720  HISTORY     - 20020801 GOOD             USACE
 GD0720
 GD0720                          STATION DESCRIPTION
 GD0720
 GD0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0720'0.7 MI E FROM CATES.
 GD0720'ABOUT 0.7 MILE EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GD0720'STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, NEAR THE
 GD0720'SOUTHEAST CORNER OF U.S. ENGINEERS CONCRETE MATRESS CASTING PLANT,
 GD0720'53 FEET NORTH OF CENTER LINE OF ROAD, 25 FEET EAST OF CENTER LINE
 GD0720'OF A ROAD LEADING NORTH TO RIVER, 3 FEET SOUTHEAST OF A POWER
 GD0720'LINE POLE WITH GUY WIRE, 19 FEET WEST OF A 30-INCH ELM TREE, 11
 GD0720'FEET NORTHWEST OF A BRANCH LINE POLE, 2 1/2 FEET SOUTHEAST OF A
 GD0720'CONCRETE WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND
 GD0720'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0720
 GD0720                          STATION RECOVERY (2002)
 GD0720
 GD0720'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0835 ***********************************************************************
 GD0835  DESIGNATION -  F 135
 GD0835  PID         -  GD0835
 GD0835  STATE/COUNTY-  TN/DYER
 GD0835  USGS QUAD   -  DYERSBURG (1983)
 GD0835
 GD0835                         *CURRENT SURVEY CONTROL
 GD0835  ___________________________________________________________________
 GD0835* NAD 83(1986)-  36 01 10.     (N)    089 22 57.     (W)     SCALED    
 GD0835* NAVD 88     -        84.747  (meters)     278.04   (feet)  ADJUSTED  
 GD0835  ___________________________________________________________________
 GD0835  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0835  DYNAMIC HT  -          84.675 (meters)     277.80  (feet)  COMP
 GD0835  MODELED GRAV-     979,786.6   (mgal)                       NAVD 88
 GD0835
 GD0835  VERT ORDER  -  SECOND    CLASS 0
 GD0835
 GD0835.The horizontal coordinates were scaled from a topographic map and have
 GD0835.an estimated accuracy of +/- 6 seconds.
 GD0835
 GD0835.The orthometric height was determined by differential leveling
 GD0835.and adjusted by the National Geodetic Survey in June 1991..
 GD0835
 GD0835.The geoid height was determined by GEOID03.
 GD0835
 GD0835.The dynamic height is computed by dividing the NAVD 88
 GD0835.geopotential number by the normal gravity value computed on the
 GD0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0835.degrees latitude (g = 980.6199 gals.).
 GD0835
 GD0835.The modeled gravity was interpolated from observed gravity values.
 GD0835
 GD0835;                    North         East    Units  Estimated Accuracy
 GD0835;SPC TN       -   192,340.      295,170.      MT  (+/- 180 meters Scaled)
 GD0835
 GD0835                          SUPERSEDED SURVEY CONTROL
 GD0835
 GD0835  NGVD 29 (??/??/??)   84.748  (m)          278.04   (f) ADJUSTED    2 0
 GD0835
 GD0835.Superseded values are not recommended for survey control.
 GD0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0835.See file dsdata.txt to determine how the superseded data were derived.
 GD0835
 GD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE853887(NAD 83)
 GD0835_MARKER: DB = BENCH MARK DISK
 GD0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0835_SP_SET: BRIDGE
 GD0835_STAMPING: F 135 1957
 GD0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0835
 GD0835  HISTORY     - Date     Condition        Report By
 GD0835  HISTORY     - 1957     MONUMENTED       CGS
 GD0835
 GD0835                          STATION DESCRIPTION
 GD0835
 GD0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0835'0.9 MI SW FROM DYERSBURG.
 GD0835'ABOUT 0.9 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0835'THE STATION AT DYERSBURG, NEAR MILE POST 315, IN THE TOP OF THE
 GD0835'SOUTH END OF WEST CONCRETE HEAD WALL OF A LONG CONCRETE BRIDGE
 GD0835'OVER FORKED DEER RIVER, 4 1/2 FEET WEST OF WEST RAIL OF
 GD0835'SOUTH-BOUND TRACK, 27 1/2 FEET NORTH OF MILE POST 315, 1 FOOT
 GD0835'NORTH OF SOUTH END OF HEAD WALL AND ABOUT 1 1/2 FEET BELOW
 GD0835'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0830 ***********************************************************************
 FC0830  DESIGNATION -  F 15
 FC0830  PID         -  FC0830
 FC0830  STATE/COUNTY-  TN/RHEA
 FC0830  USGS QUAD   -  EVENSVILLE (1990)
 FC0830
 FC0830                         *CURRENT SURVEY CONTROL
 FC0830  ___________________________________________________________________
 FC0830* NAD 83(1986)-  35 32 15.     (N)    084 53 00.     (W)     SCALED    
 FC0830* NAVD 88     -       210.888  (meters)     691.89   (feet)  ADJUSTED  
 FC0830  ___________________________________________________________________
 FC0830  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0830  DYNAMIC HT  -         210.689 (meters)     691.24  (feet)  COMP
 FC0830  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FC0830
 FC0830  VERT ORDER  -  SECOND    CLASS 0
 FC0830
 FC0830.The horizontal coordinates were scaled from a topographic map and have
 FC0830.an estimated accuracy of +/- 6 seconds.
 FC0830
 FC0830.The orthometric height was determined by differential leveling
 FC0830.and adjusted by the National Geodetic Survey in June 1991..
 FC0830
 FC0830.The geoid height was determined by GEOID03.
 FC0830
 FC0830.The dynamic height is computed by dividing the NAVD 88
 FC0830.geopotential number by the normal gravity value computed on the
 FC0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0830.degrees latitude (g = 980.6199 gals.).
 FC0830
 FC0830.The modeled gravity was interpolated from observed gravity values.
 FC0830
 FC0830;                    North         East    Units  Estimated Accuracy
 FC0830;SPC TN       -   134,180.      701,260.      MT  (+/- 180 meters Scaled)
 FC0830
 FC0830                          SUPERSEDED SURVEY CONTROL
 FC0830
 FC0830  NGVD 29 (??/??/92)  210.966  (m)          692.14   (f) ADJ UNCH    2 0
 FC0830
 FC0830.Superseded values are not recommended for survey control.
 FC0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0830.See file dsdata.txt to determine how the superseded data were derived.
 FC0830
 FC0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE918347(NAD 83)
 FC0830_MARKER: DB = BENCH MARK DISK
 FC0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0830_STAMPING: F 15 1933
 FC0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0830+STABILITY: SURFACE MOTION
 FC0830
 FC0830  HISTORY     - Date     Condition        Report By
 FC0830  HISTORY     - 1933     MONUMENTED       CGS
 FC0830  HISTORY     - 1949     GOOD             NGS
 FC0830
 FC0830                          STATION DESCRIPTION
 FC0830
 FC0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0830'6.4 MI W FROM DECATUR.
 FC0830'IN RHEA COUNTY, 6.4 MILES WEST ALONG STATE HIGHWAY 30 FROM DECATUR,
 FC0830'MEIGS COUNTY, ON THE PROPERTY OWNED BY JIM HAGLER, 93 FEET
 FC0830'SOUTHEAST OF THE CENTER OF A WALL, 60 FEET WEST OF THE TOP OF
 FC0830'THE WEST BANK OF TENNESSEE RIVER, 52 FEET SOUTH OF THE CENTERLINE
 FC0830'OF THE HIGHWAY, AND 25.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FC0830'A HOUSE.  A STANDARD DISK, STAMPED F 15 1933 AND SET IN THE TOP
 FC0830'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0755 ***********************************************************************
 GD0755  DESIGNATION -  F 154
 GD0755  PID         -  GD0755
 GD0755  STATE/COUNTY-  TN/DYER
 GD0755  USGS QUAD   -  MISTON (1983)
 GD0755
 GD0755                         *CURRENT SURVEY CONTROL
 GD0755  ___________________________________________________________________
 GD0755* NAD 83(1986)-  36 10 29.     (N)    089 29 36.     (W)     SCALED    
 GD0755* NAVD 88     -        83.089  (meters)     272.60   (feet)  ADJUSTED  
 GD0755  ___________________________________________________________________
 GD0755  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD0755  DYNAMIC HT  -          83.021 (meters)     272.38  (feet)  COMP
 GD0755  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 GD0755
 GD0755  VERT ORDER  -  SECOND    CLASS 0
 GD0755
 GD0755.The horizontal coordinates were scaled from a topographic map and have
 GD0755.an estimated accuracy of +/- 6 seconds.
 GD0755
 GD0755.The orthometric height was determined by differential leveling
 GD0755.and adjusted by the National Geodetic Survey in June 1991..
 GD0755
 GD0755.The geoid height was determined by GEOID03.
 GD0755
 GD0755.The dynamic height is computed by dividing the NAVD 88
 GD0755.geopotential number by the normal gravity value computed on the
 GD0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0755.degrees latitude (g = 980.6199 gals.).
 GD0755
 GD0755.The modeled gravity was interpolated from observed gravity values.
 GD0755
 GD0755;                    North         East    Units  Estimated Accuracy
 GD0755;SPC TN       -   209,910.      285,800.      MT  (+/- 180 meters Scaled)
 GD0755
 GD0755                          SUPERSEDED SURVEY CONTROL
 GD0755
 GD0755  NGVD 29 (??/??/??)   83.009  (m)          272.34   (f) ADJUSTED    2 0
 GD0755
 GD0755.Superseded values are not recommended for survey control.
 GD0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0755.See file dsdata.txt to determine how the superseded data were derived.
 GD0755
 GD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF757062(NAD 83)
 GD0755_MARKER: DB = BENCH MARK DISK
 GD0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0755_STAMPING: F 154 1943
 GD0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0755+STABILITY: SURFACE MOTION
 GD0755
 GD0755  HISTORY     - Date     Condition        Report By
 GD0755  HISTORY     - 1943     MONUMENTED       CGS
 GD0755  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0755
 GD0755                          STATION DESCRIPTION
 GD0755
 GD0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0755'0.7 MI N FROM MISTON.
 GD0755'0.7 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0755'CROSSING OF STATE HIGHWAY 103 AT MISTON, DYER COUNTY, AT A
 GD0755'GRAVEL-ROAD CROSSING, 79 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GD0755'20.6 FEET EAST OF THE CENTERLINE OF THE TRACK, 28 FEET WEST OF
 GD0755'THE CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACK, 28.6 FEET
 GD0755'SOUTH OF A TELEPHONE POLE, 2.7 FEET NORTH OF A WHITE WOODEN
 GD0755'WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A
 GD0755'STANDARD DISK, STAMPED F 154 1943 AND SET IN THE TOP OF A CONCRETE
 GD0755'POST PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- FALLS IN DITCH
 GD0755'OF NEW ROAD.
 GD0755
 GD0755                          STATION RECOVERY (1969)
 GD0755
 GD0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0477 ***********************************************************************
 FE0477  DESIGNATION -  F 154
 FE0477  PID         -  FE0477
 FE0477  STATE/COUNTY-  TN/MCNAIRY
 FE0477  USGS QUAD   -  CHEWALLA (1983)
 FE0477
 FE0477                         *CURRENT SURVEY CONTROL
 FE0477  ___________________________________________________________________
 FE0477* NAD 83(1986)-  35 01 14.     (N)    088 40 37.     (W)     SCALED    
 FE0477* NAVD 88     -       120.173  (meters)     394.27   (feet)  ADJUSTED  
 FE0477  ___________________________________________________________________
 FE0477  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0477  DYNAMIC HT  -         120.059 (meters)     393.89  (feet)  COMP
 FE0477  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FE0477
 FE0477  VERT ORDER  -  FIRST     CLASS II
 FE0477
 FE0477.The horizontal coordinates were scaled from a topographic map and have
 FE0477.an estimated accuracy of +/- 6 seconds.
 FE0477
 FE0477.The orthometric height was determined by differential leveling
 FE0477.and adjusted by the National Geodetic Survey in June 1991..
 FE0477
 FE0477.The geoid height was determined by GEOID03.
 FE0477
 FE0477.The dynamic height is computed by dividing the NAVD 88
 FE0477.geopotential number by the normal gravity value computed on the
 FE0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0477.degrees latitude (g = 980.6199 gals.).
 FE0477
 FE0477.The modeled gravity was interpolated from observed gravity values.
 FE0477
 FE0477;                    North         East    Units  Estimated Accuracy
 FE0477;SPC TN       -    79,590.      355,710.      MT  (+/- 180 meters Scaled)
 FE0477
 FE0477                          SUPERSEDED SURVEY CONTROL
 FE0477
 FE0477  NGVD 29 (??/??/??)  120.159  (m)          394.22   (f) ADJUSTED    1 2
 FE0477
 FE0477.Superseded values are not recommended for survey control.
 FE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0477.See file dsdata.txt to determine how the superseded data were derived.
 FE0477
 FE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD470766(NAD 83)
 FE0477_MARKER: DB = BENCH MARK DISK
 FE0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0477_STAMPING: F 154 1944
 FE0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0477+STABILITY: SURFACE MOTION
 FE0477
 FE0477  HISTORY     - Date     Condition        Report By
 FE0477  HISTORY     - 1944     MONUMENTED       CGS
 FE0477  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0477  HISTORY     - 19990101 MARK NOT FOUND   USE
 FE0477
 FE0477                          STATION DESCRIPTION
 FE0477
 FE0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0477'1.8 MI W FROM CHEWALLA.
 FE0477'1.8 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0477'CHEWALLA, MCNAIRY  COUNTY, 0.2 MILE EAST OF MILEPOST 470, AT
 FE0477'A ROAD CROSSING, 100 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FE0477'28 FEET NORTH OF THE CENTERLINE OF THE TRACK, 24 FEET SOUTH OF THE
 FE0477'CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACK, 2.5 FEET EAST
 FE0477'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.
 FE0477'A STANDARD DISK, STAMPED F 154 1944 AND SET IN THE TOP OF A
 FE0477'CONCRETE POST.  NOTE-- DISK WAS SLANTING.
 FE0477
 FE0477                          STATION RECOVERY (1972)
 FE0477
 FE0477'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0477'MARK NOT FOUND.
 FE0477
 FE0477                          STATION RECOVERY (1999)
 FE0477
 FE0477'RECOVERY NOTE BY US ENGINEERS 1999
 FE0477'IF MARK STILL EXISTS IT WILL BE 1.0 M (3.3 FT) BELOW LEVEL OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0456 ***********************************************************************
 FE0456  DESIGNATION -  F 155
 FE0456  PID         -  FE0456
 FE0456  STATE/COUNTY-  TN/HARDEMAN
 FE0456  USGS QUAD   -  MIDDLETON (1980)
 FE0456
 FE0456                         *CURRENT SURVEY CONTROL
 FE0456  ___________________________________________________________________
 FE0456* NAD 83(1986)-  35 03 30.     (N)    088 55 56.     (W)     SCALED    
 FE0456* NAVD 88     -       130.536  (meters)     428.27   (feet)  ADJUSTED  
 FE0456  ___________________________________________________________________
 FE0456  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0456  DYNAMIC HT  -         130.412 (meters)     427.86  (feet)  COMP
 FE0456  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FE0456
 FE0456  VERT ORDER  -  FIRST     CLASS II
 FE0456
 FE0456.The horizontal coordinates were scaled from a topographic map and have
 FE0456.an estimated accuracy of +/- 6 seconds.
 FE0456
 FE0456.The orthometric height was determined by differential leveling
 FE0456.and adjusted by the National Geodetic Survey in June 1991..
 FE0456
 FE0456.The geoid height was determined by GEOID03.
 FE0456
 FE0456.The dynamic height is computed by dividing the NAVD 88
 FE0456.geopotential number by the normal gravity value computed on the
 FE0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0456.degrees latitude (g = 980.6199 gals.).
 FE0456
 FE0456.The modeled gravity was interpolated from observed gravity values.
 FE0456
 FE0456;                    North         East    Units  Estimated Accuracy
 FE0456;SPC TN       -    84,450.      332,540.      MT  (+/- 180 meters Scaled)
 FE0456
 FE0456                          SUPERSEDED SURVEY CONTROL
 FE0456
 FE0456  NGVD 29 (??/??/??)  130.504  (m)          428.16   (f) ADJUSTED    1 2
 FE0456
 FE0456.Superseded values are not recommended for survey control.
 FE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0456.See file dsdata.txt to determine how the superseded data were derived.
 FE0456
 FE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD237812(NAD 83)
 FE0456_MARKER: DD = SURVEY DISK
 FE0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0456_STAMPING: F 155 1944
 FE0456_MARK LOGO: TNGS  
 FE0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0456+STABILITY: SURFACE MOTION
 FE0456
 FE0456  HISTORY     - Date     Condition        Report By
 FE0456  HISTORY     - 1944     MONUMENTED       TNGS
 FE0456  HISTORY     - 1944     GOOD             CGS
 FE0456  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0456
 FE0456                          STATION DESCRIPTION
 FE0456
 FE0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0456'2.6 MI W FROM MIDDLETON.
 FE0456'2.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0456'MIDDLETON, HARDEMAN COUNTY, 2 FEET WEST OF MILEPOST 485, 11 FEET
 FE0456'NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET EAST OF A WHITE
 FE0456'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK. A STATE SURVEY
 FE0456'STANDARD DISK, STAMPED F 155 1944 AND SET IN THE TOP OF A CONCRETE
 FE0456'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FE0456
 FE0456                          STATION RECOVERY (1983)
 FE0456
 FE0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0456'NOT SEARCHED FOR, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0533 ***********************************************************************
 FE0533  DESIGNATION -  F 158
 FE0533  PID         -  FE0533
 FE0533  STATE/COUNTY-  TN/MCNAIRY
 FE0533  USGS QUAD   -  PURDY (1984)
 FE0533
 FE0533                         *CURRENT SURVEY CONTROL
 FE0533  ___________________________________________________________________
 FE0533* NAD 83(1986)-  35 10 08.     (N)    088 35 28.     (W)     SCALED    
 FE0533* NAVD 88     -       134.624  (meters)     441.68   (feet)  ADJUSTED  
 FE0533  ___________________________________________________________________
 FE0533  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0533  DYNAMIC HT  -         134.499 (meters)     441.27  (feet)  COMP
 FE0533  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 FE0533
 FE0533  VERT ORDER  -  FIRST     CLASS II
 FE0533
 FE0533.The horizontal coordinates were scaled from a topographic map and have
 FE0533.an estimated accuracy of +/- 6 seconds.
 FE0533
 FE0533.The orthometric height was determined by differential leveling
 FE0533.and adjusted by the National Geodetic Survey in June 1991..
 FE0533
 FE0533.The geoid height was determined by GEOID03.
 FE0533
 FE0533.The dynamic height is computed by dividing the NAVD 88
 FE0533.geopotential number by the normal gravity value computed on the
 FE0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0533.degrees latitude (g = 980.6199 gals.).
 FE0533
 FE0533.The modeled gravity was interpolated from observed gravity values.
 FE0533
 FE0533;                    North         East    Units  Estimated Accuracy
 FE0533;SPC TN       -    95,830.      363,970.      MT  (+/- 180 meters Scaled)
 FE0533
 FE0533                          SUPERSEDED SURVEY CONTROL
 FE0533
 FE0533  NGVD 29 (??/??/??)  134.620  (m)          441.67   (f) ADJUSTED    1 2
 FE0533
 FE0533.Superseded values are not recommended for survey control.
 FE0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0533.See file dsdata.txt to determine how the superseded data were derived.
 FE0533
 FE0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD551929(NAD 83)
 FE0533_MARKER: DB = BENCH MARK DISK
 FE0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0533_SP_SET: CONCRETE BASE
 FE0533_STAMPING: F 158 1944
 FE0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0533
 FE0533  HISTORY     - Date     Condition        Report By
 FE0533  HISTORY     - 1944     MONUMENTED       CGS
 FE0533  HISTORY     - 1948     GOOD             CGS
 FE0533  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0533
 FE0533                          STATION DESCRIPTION
 FE0533
 FE0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0533'AT SELMER.
 FE0533'AT SELMER, ALONG THE GULF, MOBILE AND OHIO RAILROAD, 67 YARDS
 FE0533'WEST-SOUTHWEST AND ACROSS THE TRACKS FROM MILE POST 348, 38.5
 FE0533'FEET NORTHEAST OF THE EAST CORNER OF THE STATION, 15 FEET
 FE0533'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 45 AND 64, 24.5
 FE0533'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, SET IN
 FE0533'THE TOP OF THE SOUTHEAST SIDE OF THE CONCRETE BASE OF THE
 FE0533'CROSSING WARNING SIGNAL, 1.2 FEET NORTHEAST OF THE SOUTHWEST
 FE0533'EDGE OF THE BASE, 0.4 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF
 FE0533'THE BASE AND ABOUT 0.3 FOOT ABOVE THE TRACK.  NOTE-- 38.5 FT NE
 FE0533'FROM E CORNER OF THE STATION FALL IN CENTERLINE OF ROAD, AND THE
 FE0533'CONCRETE BASE OF THE CROSSING WARNING.
 FE0533
 FE0533                          STATION RECOVERY (1972)
 FE0533
 FE0533'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0501 ***********************************************************************
 FE0501  DESIGNATION -  F 159
 FE0501  PID         -  FE0501
 FE0501  STATE/COUNTY-  TN/CHESTER
 FE0501  USGS QUAD   -  HENDERSON (1983)
 FE0501
 FE0501                         *CURRENT SURVEY CONTROL
 FE0501  ___________________________________________________________________
 FE0501* NAD 83(1986)-  35 26 24.     (N)    088 38 24.     (W)     SCALED    
 FE0501* NAVD 88     -       140.760  (meters)     461.81   (feet)  ADJUSTED  
 FE0501  ___________________________________________________________________
 FE0501  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0501  DYNAMIC HT  -         140.632 (meters)     461.39  (feet)  COMP
 FE0501  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 FE0501
 FE0501  VERT ORDER  -  FIRST     CLASS II
 FE0501
 FE0501.The horizontal coordinates were scaled from a topographic map and have
 FE0501.an estimated accuracy of +/- 6 seconds.
 FE0501
 FE0501.The orthometric height was determined by differential leveling
 FE0501.and adjusted by the National Geodetic Survey in June 1991..
 FE0501
 FE0501.The geoid height was determined by GEOID03.
 FE0501
 FE0501.The dynamic height is computed by dividing the NAVD 88
 FE0501.geopotential number by the normal gravity value computed on the
 FE0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0501.degrees latitude (g = 980.6199 gals.).
 FE0501
 FE0501.The modeled gravity was interpolated from observed gravity values.
 FE0501
 FE0501;                    North         East    Units  Estimated Accuracy
 FE0501;SPC TN       -   126,020.      360,330.      MT  (+/- 180 meters Scaled)
 FE0501
 FE0501                          SUPERSEDED SURVEY CONTROL
 FE0501
 FE0501  NGVD 29 (??/??/??)  140.777  (m)          461.87   (f) ADJUSTED    1 2
 FE0501
 FE0501.Superseded values are not recommended for survey control.
 FE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0501.See file dsdata.txt to determine how the superseded data were derived.
 FE0501
 FE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE511230(NAD 83)
 FE0501_MARKER: DB = BENCH MARK DISK
 FE0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0501_SP_SET: CONCRETE BASE
 FE0501_STAMPING: F 159 1944
 FE0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0501
 FE0501  HISTORY     - Date     Condition        Report By
 FE0501  HISTORY     - 1944     MONUMENTED       CGS
 FE0501  HISTORY     - 1948     GOOD             CGS
 FE0501  HISTORY     - 1950     GOOD             CGS
 FE0501  HISTORY     - 20020603 POOR             USACE
 FE0501
 FE0501                          STATION DESCRIPTION
 FE0501
 FE0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0501'AT HENDERSON.
 FE0501'AT HENDERSON, AT THE NORTH CORNER OF THE COURT HOUSE YARD, SET
 FE0501'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 FE0501'SOUTH LEG OF THE WATER TOWER, 145 FEET NORTHWEST OF THE NORTHWEST
 FE0501'CURB OF THE CITY ROUTE OF U.S. HIGHWAY 45 AND ABOUT 0.5 FOOT
 FE0501'ABOVE THE GROUND.  NOTE-- THE F IS ILLEGIBLE.
 FE0501
 FE0501                          STATION RECOVERY (1950)
 FE0501
 FE0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 FE0501'RECOVERED IN GOOD CONDITION.
 FE0501
 FE0501                          STATION RECOVERY (2002)
 FE0501
 FE0501'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0501'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0508 ***********************************************************************
 FC0508  DESIGNATION -  F 16
 FC0508  PID         -  FC0508
 FC0508  STATE/COUNTY-  TN/POLK
 FC0508  USGS QUAD   -  OSWALD DOME (1967)
 FC0508
 FC0508                         *CURRENT SURVEY CONTROL
 FC0508  ___________________________________________________________________
 FC0508* NAD 83(1986)-  35 11 29.     (N)    084 30 05.     (W)     SCALED    
 FC0508* NAVD 88     -       236.192  (meters)     774.91   (feet)  ADJUSTED  
 FC0508  ___________________________________________________________________
 FC0508  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FC0508  DYNAMIC HT  -         235.960 (meters)     774.15  (feet)  COMP
 FC0508  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 FC0508
 FC0508  VERT ORDER  -  SECOND    CLASS 0
 FC0508
 FC0508.The horizontal coordinates were scaled from a topographic map and have
 FC0508.an estimated accuracy of +/- 6 seconds.
 FC0508
 FC0508.The orthometric height was determined by differential leveling
 FC0508.and adjusted by the National Geodetic Survey in June 1991..
 FC0508
 FC0508.The geoid height was determined by GEOID03.
 FC0508
 FC0508.The dynamic height is computed by dividing the NAVD 88
 FC0508.geopotential number by the normal gravity value computed on the
 FC0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0508.degrees latitude (g = 980.6199 gals.).
 FC0508
 FC0508.The modeled gravity was interpolated from observed gravity values.
 FC0508
 FC0508;                    North         East    Units  Estimated Accuracy
 FC0508;SPC TN       -    96,250.      736,480.      MT  (+/- 180 meters Scaled)
 FC0508
 FC0508                          SUPERSEDED SURVEY CONTROL
 FC0508
 FC0508  NGVD 29 (??/??/92)  236.261  (m)          775.13   (f) ADJ UNCH    2 0
 FC0508
 FC0508.Superseded values are not recommended for survey control.
 FC0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0508.See file dsdata.txt to determine how the superseded data were derived.
 FC0508
 FC0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD274971(NAD 83)
 FC0508_MARKER: DD = SURVEY DISK
 FC0508_SETTING: 66 = SET IN ROCK OUTCROP
 FC0508_SP_SET: SET IN ROCK OUTCROP
 FC0508_STAMPING: F 16 1933
 FC0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0508+STABILITY: POSITION/ELEVATION WELL
 FC0508
 FC0508  HISTORY     - Date     Condition        Report By
 FC0508  HISTORY     - 1933     MONUMENTED       CGS
 FC0508  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0508
 FC0508                          STATION DESCRIPTION
 FC0508
 FC0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0508'AT RELIANCE.
 FC0508'AT RELIANCE, POLK COUNTY, NEAR THE LOUISVILLE AND NASHVILLE
 FC0508'RAILROAD STATION, 600 FEET WEST OF THE WEST END OF THE RAILROAD
 FC0508'BRIDGE OVER HIWASSEE RIVER, 250 FEET NORTH OF THE NORTH END
 FC0508'OF THE HIGHWAY BRIDGE OVER HIWASSEE RIVER, 63.2 FEET NORTH OF
 FC0508'THE NORTH RAIL, 24 FEET WEST OF THE CENTERLINE OF THE
 FC0508'NORTH-AND-SOUTH ROAD OVER THE BRIDGE, 4 FEET SOUTH OF THE SOUTH
 FC0508'BASE OF A CLIFF, AND IN THE TOP OF A ROCK, 4 FEET HIGHER THAN
 FC0508'THE RAIL.  A STANDARD DISK, STAMPED F 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0711 ***********************************************************************
 FE0711  DESIGNATION -  F 160
 FE0711  PID         -  FE0711
 FE0711  STATE/COUNTY-  TN/MADISON
 FE0711  USGS QUAD   -  JACKSON NORTH (1983)
 FE0711
 FE0711                         *CURRENT SURVEY CONTROL
 FE0711  ___________________________________________________________________
 FE0711* NAD 83(1986)-  35 42 20.     (N)    088 47 39.     (W)     SCALED    
 FE0711* NAVD 88     -       132.964  (meters)     436.23   (feet)  ADJUSTED  
 FE0711  ___________________________________________________________________
 FE0711  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0711  DYNAMIC HT  -         132.846 (meters)     435.85  (feet)  COMP
 FE0711  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 FE0711
 FE0711  VERT ORDER  -  FIRST     CLASS II
 FE0711
 FE0711.The horizontal coordinates were scaled from a topographic map and have
 FE0711.an estimated accuracy of +/- 6 seconds.
 FE0711
 FE0711.The orthometric height was determined by differential leveling
 FE0711.and adjusted by the National Geodetic Survey in June 1991..
 FE0711
 FE0711.The geoid height was determined by GEOID03.
 FE0711
 FE0711.The dynamic height is computed by dividing the NAVD 88
 FE0711.geopotential number by the normal gravity value computed on the
 FE0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0711.degrees latitude (g = 980.6199 gals.).
 FE0711
 FE0711.The modeled gravity was interpolated from observed gravity values.
 FE0711
 FE0711;                    North         East    Units  Estimated Accuracy
 FE0711;SPC TN       -   155,860.      347,180.      MT  (+/- 180 meters Scaled)
 FE0711
 FE0711                          SUPERSEDED SURVEY CONTROL
 FE0711
 FE0711  NGVD 29 (??/??/??)  133.006  (m)          436.37   (f) ADJUSTED    1 2
 FE0711
 FE0711.Superseded values are not recommended for survey control.
 FE0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0711.See file dsdata.txt to determine how the superseded data were derived.
 FE0711
 FE0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE376527(NAD 83)
 FE0711_MARKER: DB = BENCH MARK DISK
 FE0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0711_STAMPING: F 160 1944
 FE0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0711+STABILITY: SURFACE MOTION
 FE0711
 FE0711  HISTORY     - Date     Condition        Report By
 FE0711  HISTORY     - 1944     MONUMENTED       CGS
 FE0711  HISTORY     - 1948     GOOD             CGS
 FE0711  HISTORY     - 1959     GOOD             CGS
 FE0711
 FE0711                          STATION DESCRIPTION
 FE0711
 FE0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0711'0.5 MI S FROM OAKFIELD.
 FE0711'ABOUT 0.5 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0711'THE STATION AT OAKFIELD, 214 FEET NORTH-NORTHEAST AND ACROSS THE
 FE0711'TRACK FROM MILE POST C 464, 40 YARDS NORTH OF A 12-FOOT CUT,
 FE0711'47.5 FEET EAST OF THE EAST RAIL, 1 FOOT EAST OF THE R/W FENCE
 FE0711'AND INSIDE A HILLY PASTURE, 4 FEET NORTH OF THE NORTH ONE OF
 FE0711'TWO 8-INCH OAK TREES IN THE FENCE LINE, 55 YARDS SOUTH OF A
 FE0711'CULVERT UNDER A FILL, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 FE0711'POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE0711'POST PROJECTING 4 INCHES.
 FE0711
 FE0711                          STATION RECOVERY (1959)
 FE0711
 FE0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0373 ***********************************************************************
 GD0373  DESIGNATION -  F 161
 GD0373  PID         -  GD0373
 GD0373  STATE/COUNTY-  TN/GIBSON
 GD0373  USGS QUAD   -  BRADFORD (1985)
 GD0373
 GD0373                         *CURRENT SURVEY CONTROL
 GD0373  ___________________________________________________________________
 GD0373* NAD 83(1986)-  36 03 12.     (N)    088 48 27.     (W)     SCALED    
 GD0373* NAVD 88     -       128.340  (meters)     421.06   (feet)  ADJUSTED  
 GD0373  ___________________________________________________________________
 GD0373  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0373  DYNAMIC HT  -         128.231 (meters)     420.70  (feet)  COMP
 GD0373  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GD0373
 GD0373  VERT ORDER  -  FIRST     CLASS II
 GD0373
 GD0373.The horizontal coordinates were scaled from a topographic map and have
 GD0373.an estimated accuracy of +/- 6 seconds.
 GD0373
 GD0373.The orthometric height was determined by differential leveling
 GD0373.and adjusted by the National Geodetic Survey in June 1991..
 GD0373
 GD0373.The geoid height was determined by GEOID03.
 GD0373
 GD0373.The dynamic height is computed by dividing the NAVD 88
 GD0373.geopotential number by the normal gravity value computed on the
 GD0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0373.degrees latitude (g = 980.6199 gals.).
 GD0373
 GD0373.The modeled gravity was interpolated from observed gravity values.
 GD0373
 GD0373;                    North         East    Units  Estimated Accuracy
 GD0373;SPC TN       -   194,460.      347,080.      MT  (+/- 180 meters Scaled)
 GD0373
 GD0373                          SUPERSEDED SURVEY CONTROL
 GD0373
 GD0373  NGVD 29 (??/??/??)  128.379  (m)          421.19   (f) ADJUSTED    1 2
 GD0373
 GD0373.Superseded values are not recommended for survey control.
 GD0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0373.See file dsdata.txt to determine how the superseded data were derived.
 GD0373
 GD0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE371913(NAD 83)
 GD0373_MARKER: DB = BENCH MARK DISK
 GD0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0373_SP_SET: CONCRETE BASE
 GD0373_STAMPING: F 161 1944
 GD0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0373
 GD0373  HISTORY     - Date     Condition        Report By
 GD0373  HISTORY     - 1944     MONUMENTED       CGS
 GD0373  HISTORY     - 1948     GOOD             CGS
 GD0373  HISTORY     - 1967     GOOD             CGS
 GD0373  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GD0373
 GD0373                          STATION DESCRIPTION
 GD0373
 GD0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0373'1.6 MI S FROM BRADFORD.
 GD0373'ABOUT 1.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0373'THE STATION AT BRADFORD, ABOUT MIDWAY BETWEEN MILE POSTS C 438
 GD0373'AND C 439, AT A SMALL ROAD CROSSING, 7.5 FEET WEST OF THE WEST
 GD0373'RAIL, 55 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE
 GD0373'TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL
 GD0373'NO. 438/5 AND ABOUT 1 FOOT BELOW THE TRACK.
 GD0373
 GD0373                          STATION RECOVERY (1967)
 GD0373
 GD0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0373'RECOVERED IN GOOD CONDITION.
 GD0373
 GD0373                          STATION RECOVERY (1990)
 GD0373
 GD0373'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1270 ***********************************************************************
 GA1270  DESIGNATION -  F 162
 GA1270  PID         -  GA1270
 GA1270  STATE/COUNTY-  TN/HAWKINS
 GA1270  USGS QUAD   -  CHURCH HILL (1991)
 GA1270
 GA1270                         *CURRENT SURVEY CONTROL
 GA1270  ___________________________________________________________________
 GA1270* NAD 83(1986)-  36 34 01.     (N)    082 39 36.     (W)     SCALED    
 GA1270* NAVD 88     -       426.571  (meters)    1399.51   (feet)  ADJUSTED  
 GA1270  ___________________________________________________________________
 GA1270  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1270  DYNAMIC HT  -         426.188 (meters)    1398.25  (feet)  COMP
 GA1270  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 GA1270
 GA1270  VERT ORDER  -  FIRST     CLASS I
 GA1270
 GA1270.The horizontal coordinates were scaled from a topographic map and have
 GA1270.an estimated accuracy of +/- 6 seconds.
 GA1270
 GA1270.The orthometric height was determined by differential leveling
 GA1270.and adjusted by the National Geodetic Survey in June 1991..
 GA1270
 GA1270.The geoid height was determined by GEOID03.
 GA1270
 GA1270.The dynamic height is computed by dividing the NAVD 88
 GA1270.geopotential number by the normal gravity value computed on the
 GA1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1270.degrees latitude (g = 980.6199 gals.).
 GA1270
 GA1270.The modeled gravity was interpolated from observed gravity values.
 GA1270
 GA1270;                    North         East    Units  Estimated Accuracy
 GA1270;SPC TN       -   252,930.      898,930.      MT  (+/- 180 meters Scaled)
 GA1270
 GA1270                          SUPERSEDED SURVEY CONTROL
 GA1270
 GA1270  NGVD 29 (??/??/92)  426.713  (m)         1399.97   (f) ADJ UNCH    1 1
 GA1270
 GA1270.Superseded values are not recommended for survey control.
 GA1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1270.See file dsdata.txt to determine how the superseded data were derived.
 GA1270
 GA1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA514481(NAD 83)
 GA1270_MARKER: DB = BENCH MARK DISK
 GA1270_SETTING: 66 = SET IN ROCK OUTCROP
 GA1270_SP_SET: ROCK OUTCROP
 GA1270_STAMPING: F 162 1967
 GA1270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1270+STABILITY: POSITION/ELEVATION WELL
 GA1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1270+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 GA1270
 GA1270  HISTORY     - Date     Condition        Report By
 GA1270  HISTORY     - 1967     MONUMENTED       CGS
 GA1270  HISTORY     - 20040201 GOOD             GEOCAC
 GA1270
 GA1270                          STATION DESCRIPTION
 GA1270
 GA1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1270'5.3 MI NE FROM CHURCH HILL.
 GA1270'ABOUT 5.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1270'RAILROAD FROM THE STATION AT CHURCH HILL, 22 POLES SOUTHWEST OF
 GA1270'MILEPOST 48, 14 1/2 POLES SOUTHWEST OF THE CROSSING OF THE
 GA1270'RAILROAD AND A ROAD, NEAR THE CENTER OF AN S CURVE IN THE RAILROAD,
 GA1270'SET IN THE TOP OF A ROCK OUTCROP IN THE WEST BANK OF A CUT FOR
 GA1270'THE RAILROAD, 10 FEET WEST OF THE WEST RAIL OF THE TRACK, AND
 GA1270'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GA1270
 GA1270                          STATION RECOVERY (2004)
 GA1270
 GA1270'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA1270'N36.34.020 W082.39.592
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1847 ***********************************************************************
 GA1847  DESIGNATION -  F 163
 GA1847  PID         -  GA1847
 GA1847  STATE/COUNTY-  TN/HAWKINS
 GA1847  USGS QUAD   -  BULLS GAP (1976)
 GA1847
 GA1847                         *CURRENT SURVEY CONTROL
 GA1847  ___________________________________________________________________
 GA1847* NAD 83(1986)-  36 15 48.     (N)    083 04 36.     (W)     SCALED    
 GA1847* NAVD 88     -       347.609  (meters)    1140.45   (feet)  ADJUSTED  
 GA1847  ___________________________________________________________________
 GA1847  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA1847  DYNAMIC HT  -         347.290 (meters)    1139.40  (feet)  COMP
 GA1847  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 GA1847
 GA1847  VERT ORDER  -  FIRST     CLASS I
 GA1847
 GA1847.The horizontal coordinates were scaled from a topographic map and have
 GA1847.an estimated accuracy of +/- 6 seconds.
 GA1847
 GA1847.The orthometric height was determined by differential leveling
 GA1847.and adjusted by the National Geodetic Survey in June 1991..
 GA1847
 GA1847.The geoid height was determined by GEOID03.
 GA1847
 GA1847.The dynamic height is computed by dividing the NAVD 88
 GA1847.geopotential number by the normal gravity value computed on the
 GA1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1847.degrees latitude (g = 980.6199 gals.).
 GA1847
 GA1847.The modeled gravity was interpolated from observed gravity values.
 GA1847
 GA1847;                    North         East    Units  Estimated Accuracy
 GA1847;SPC TN       -   218,060.      862,650.      MT  (+/- 180 meters Scaled)
 GA1847
 GA1847                          SUPERSEDED SURVEY CONTROL
 GA1847
 GA1847  NGVD 29 (??/??/92)  347.764  (m)         1140.96   (f) ADJ UNCH    1 1
 GA1847
 GA1847.Superseded values are not recommended for survey control.
 GA1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1847.See file dsdata.txt to determine how the superseded data were derived.
 GA1847
 GA1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA134151(NAD 83)
 GA1847_MARKER: DB = BENCH MARK DISK
 GA1847_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1847_SP_SET: 9 FEET
 GA1847_STAMPING: F 163 1967
 GA1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1847
 GA1847  HISTORY     - Date     Condition        Report By
 GA1847  HISTORY     - 1967     MONUMENTED       CGS
 GA1847
 GA1847                          STATION DESCRIPTION
 GA1847
 GA1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1847'0.9 MI NE FROM BULLS GAP.
 GA1847'ABOUT 0.9 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1847'RAILROAD FROM THE STATION AT BULLS GAP, 133 FEET EAST OF THE
 GA1847'EAST RAIL OF THE MAIN TRACK, 113 FEET SOUTHEAST OF MILEPOST 86,
 GA1847'27 FEET EAST OF THE CENTERLINE OF A ROAD WHICH PARALLELS THE
 GA1847'TRACK, 129 FEET NORTHEAST OF THE NORTHEAST CORNER OF A METAL
 GA1847'BUILDING, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 GA1847'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 GA1847'COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET AND IS ENCASED
 GA1847'IN A 5-INCH IRON PIPE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1746 ***********************************************************************
 GA1746  DESIGNATION -  F 164
 GA1746  PID         -  GA1746
 GA1746  STATE/COUNTY-  TN/COCKE
 GA1746  USGS QUAD   -  RANKIN (1980)
 GA1746
 GA1746                         *CURRENT SURVEY CONTROL
 GA1746  ___________________________________________________________________
 GA1746* NAD 83(1986)-  36 01 31.     (N)    083 12 31.     (W)     SCALED    
 GA1746* NAVD 88     -       308.194  (meters)    1011.13   (feet)  ADJUSTED  
 GA1746  ___________________________________________________________________
 GA1746  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA1746  DYNAMIC HT  -         307.905 (meters)    1010.18  (feet)  COMP
 GA1746  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 GA1746
 GA1746  VERT ORDER  -  FIRST     CLASS I
 GA1746
 GA1746.The horizontal coordinates were scaled from a topographic map and have
 GA1746.an estimated accuracy of +/- 6 seconds.
 GA1746
 GA1746.The orthometric height was determined by differential leveling
 GA1746.and adjusted by the National Geodetic Survey in June 1991..
 GA1746
 GA1746.The geoid height was determined by GEOID03.
 GA1746
 GA1746.The dynamic height is computed by dividing the NAVD 88
 GA1746.geopotential number by the normal gravity value computed on the
 GA1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1746.degrees latitude (g = 980.6199 gals.).
 GA1746
 GA1746.The modeled gravity was interpolated from observed gravity values.
 GA1746
 GA1746;                    North         East    Units  Estimated Accuracy
 GA1746;SPC TN       -   191,310.      851,560.      MT  (+/- 180 meters Scaled)
 GA1746
 GA1746                          SUPERSEDED SURVEY CONTROL
 GA1746
 GA1746  NGVD 29 (??/??/92)  308.337  (m)         1011.60   (f) ADJ UNCH    1 1
 GA1746
 GA1746.Superseded values are not recommended for survey control.
 GA1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1746.See file dsdata.txt to determine how the superseded data were derived.
 GA1746
 GA1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV009890(NAD 83)
 GA1746_MARKER: DB = BENCH MARK DISK
 GA1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1746_STAMPING: F 164 1967
 GA1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1746+STABILITY: SURFACE MOTION
 GA1746
 GA1746  HISTORY     - Date     Condition        Report By
 GA1746  HISTORY     - 1967     MONUMENTED       CGS
 GA1746
 GA1746                          STATION DESCRIPTION
 GA1746
 GA1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1746'4.6 MI N FROM NEWPORT.
 GA1746'ABOUT 4.6 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1746'FROM THE STATION AT NEWPORT, 0.6 MILE NORTH OF A BUILDING
 GA1746'WHICH IS OCCUPIED BY THE SONOCO PAPER COMPANY, 2 1/2 POLES NORTH
 GA1746'OF MILEPOST 211, 48 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 GA1746'OF THE RAILROAD AND A TRAIL ROAD, 40 1/2 FEET WEST OF THE WEST
 GA1746'RAIL OF THE TRACK, 20 FEET NORTH OF THE CENTERLINE OF THE TRAIL
 GA1746'ROAD, 84 FEET NORTH OF A POLE, 60 FEET NORTH OF A FENCE CORNER
 GA1746'POST, 1 1/2 FEET EAST OF A FENCE, 1.4 FEET WEST OF A METAL
 GA1746'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND
 GA1746'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0693 ***********************************************************************
 FB0693  DESIGNATION -  F 165
 FB0693  PID         -  FB0693
 FB0693  STATE/COUNTY-  TN/COCKE
 FB0693  USGS QUAD   -  PAINT ROCK (1991)
 FB0693
 FB0693                         *CURRENT SURVEY CONTROL
 FB0693  ___________________________________________________________________
 FB0693* NAD 83(1986)-  35 55 45.     (N)    082 56 08.     (W)     SCALED    
 FB0693* NAVD 88     -       364.624  (meters)    1196.27   (feet)  ADJUSTED  
 FB0693  ___________________________________________________________________
 FB0693  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FB0693  DYNAMIC HT  -         364.270 (meters)    1195.11  (feet)  COMP
 FB0693  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 FB0693
 FB0693  VERT ORDER  -  FIRST     CLASS I
 FB0693
 FB0693.The horizontal coordinates were scaled from a topographic map and have
 FB0693.an estimated accuracy of +/- 6 seconds.
 FB0693
 FB0693.The orthometric height was determined by differential leveling
 FB0693.and adjusted by the National Geodetic Survey in June 1991..
 FB0693
 FB0693.The geoid height was determined by GEOID03.
 FB0693
 FB0693.The dynamic height is computed by dividing the NAVD 88
 FB0693.geopotential number by the normal gravity value computed on the
 FB0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0693.degrees latitude (g = 980.6199 gals.).
 FB0693
 FB0693.The modeled gravity was interpolated from observed gravity values.
 FB0693
 FB0693;                    North         East    Units  Estimated Accuracy
 FB0693;SPC TN       -   181,390.      876,490.      MT  (+/- 180 meters Scaled)
 FB0693
 FB0693                          SUPERSEDED SURVEY CONTROL
 FB0693
 FB0693  NGVD 29 (??/??/92)  364.769  (m)         1196.75   (f) ADJ UNCH    1 1
 FB0693
 FB0693.Superseded values are not recommended for survey control.
 FB0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0693.See file dsdata.txt to determine how the superseded data were derived.
 FB0693
 FB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV253778(NAD 83)
 FB0693_MARKER: DB = BENCH MARK DISK
 FB0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0693_SP_SET: CULVERT
 FB0693_STAMPING: F 165 1967
 FB0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0693
 FB0693  HISTORY     - Date     Condition        Report By
 FB0693  HISTORY     - 1967     MONUMENTED       CGS
 FB0693
 FB0693                          STATION DESCRIPTION
 FB0693
 FB0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0693'6.7 MI E FROM DEL RIO.
 FB0693'ABOUT 6.7 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0693'FROM THE STATION AT DEL RIO, 18 POLES NORTHEAST OF MILEPOST 189,
 FB0693'18 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, SET IN THE
 FB0693'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 FB0693'48-INCH CONCRETE TUBULAR CULVERT, IN LINE WITH A ROW OF POLES,
 FB0693'AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0209 ***********************************************************************
 GD0209  DESIGNATION -  F 166
 GD0209  PID         -  GD0209
 GD0209  STATE/COUNTY-  TN/STEWART
 GD0209  USGS QUAD   -  PARIS LANDING (1981)
 GD0209
 GD0209                         *CURRENT SURVEY CONTROL
 GD0209  ___________________________________________________________________
 GD0209* NAD 83(1986)-  36 26 48.     (N)    088 02 20.     (W)     SCALED    
 GD0209* NAVD 88     -       141.764  (meters)     465.10   (feet)  ADJUSTED  
 GD0209  ___________________________________________________________________
 GD0209  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GD0209  DYNAMIC HT  -         141.648 (meters)     464.72  (feet)  COMP
 GD0209  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GD0209
 GD0209  VERT ORDER  -  FIRST     CLASS II
 GD0209
 GD0209.The horizontal coordinates were scaled from a topographic map and have
 GD0209.an estimated accuracy of +/- 6 seconds.
 GD0209
 GD0209.The orthometric height was determined by differential leveling
 GD0209.and adjusted by the National Geodetic Survey in June 1991..
 GD0209
 GD0209.The geoid height was determined by GEOID03.
 GD0209
 GD0209.The dynamic height is computed by dividing the NAVD 88
 GD0209.geopotential number by the normal gravity value computed on the
 GD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0209.degrees latitude (g = 980.6199 gals.).
 GD0209
 GD0209.The modeled gravity was interpolated from observed gravity values.
 GD0209
 GD0209;                    North         East    Units  Estimated Accuracy
 GD0209;SPC TN       -   236,380.      417,220.      MT  (+/- 180 meters Scaled)
 GD0209
 GD0209                          SUPERSEDED SURVEY CONTROL
 GD0209
 GD0209  NGVD 29 (??/??/??)  141.807  (m)          465.25   (f) ADJUSTED    1 2
 GD0209
 GD0209.Superseded values are not recommended for survey control.
 GD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0209.See file dsdata.txt to determine how the superseded data were derived.
 GD0209
 GD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF068339(NAD 83)
 GD0209_MARKER: DB = BENCH MARK DISK
 GD0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0209_SP_SET: CULVERT
 GD0209_STAMPING: F 166 1947
 GD0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0209
 GD0209  HISTORY     - Date     Condition        Report By
 GD0209  HISTORY     - 1947     MONUMENTED       CGS
 GD0209  HISTORY     - 1971     GOOD             NGS
 GD0209
 GD0209                          STATION DESCRIPTION
 GD0209
 GD0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0209'13.7 MI W FROM DOVER.
 GD0209'ABOUT 13.7 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE
 GD0209'AT DOVER, ABOUT 0.7 MILE EAST OF THE NORTHEAST END OF THE
 GD0209'SCOTT-FITZHUGH BRIDGE OVER TENNESSEE RIVER, ABOUT 275 FEET WEST
 GD0209'OF THE WEST END OF A CURVE WITH TANGENTS LEADING WEST AND
 GD0209'SOUTHEAST, AT A 24-INCH CORRUGATED IRON PIPE CULVERT, IN THE TOP
 GD0209'OF THE SOUTH CONCRETE HEAD WALL, 1 FOOT EAST OF THE WEST END, 19
 GD0209'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 GD0209'LOWER THAN THE HIGHWAY.  NOTE-- U.S. 79 HAS NEW ALIGNMENT-STATION
 GD0209'IS ON OLD ALIGNMENT-OLD REFERENCE GOOD, NOW OLD 79 HWY.
 GD0209
 GD0209                          STATION RECOVERY (1971)
 GD0209
 GD0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1606 ***********************************************************************
 GC1606  DESIGNATION -  F 167
 GC1606  PID         -  GC1606
 GC1606  STATE/COUNTY-  TN/HOUSTON
 GC1606  USGS QUAD   -  MC KINNON (1973)
 GC1606
 GC1606                         *CURRENT SURVEY CONTROL
 GC1606  ___________________________________________________________________
 GC1606* NAD 83(1986)-  36 17 23.     (N)    087 54 54.     (W)     SCALED    
 GC1606* NAVD 88     -       125.485  (meters)     411.70   (feet)  ADJUSTED  
 GC1606  ___________________________________________________________________
 GC1606  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1606  DYNAMIC HT  -         125.382 (meters)     411.36  (feet)  COMP
 GC1606  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GC1606
 GC1606  VERT ORDER  -  FIRST     CLASS II
 GC1606
 GC1606.The horizontal coordinates were scaled from a topographic map and have
 GC1606.an estimated accuracy of +/- 6 seconds.
 GC1606
 GC1606.The orthometric height was determined by differential leveling
 GC1606.and adjusted by the National Geodetic Survey in June 1991..
 GC1606
 GC1606.The geoid height was determined by GEOID03.
 GC1606
 GC1606.The dynamic height is computed by dividing the NAVD 88
 GC1606.geopotential number by the normal gravity value computed on the
 GC1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1606.degrees latitude (g = 980.6199 gals.).
 GC1606
 GC1606.The modeled gravity was interpolated from observed gravity values.
 GC1606
 GC1606;                    North         East    Units  Estimated Accuracy
 GC1606;SPC TN       -   218,750.      427,990.      MT  (+/- 180 meters Scaled)
 GC1606
 GC1606                          SUPERSEDED SURVEY CONTROL
 GC1606
 GC1606  NGVD 29 (??/??/92)  125.520  (m)          411.81   (f) ADJ UNCH    1 2
 GC1606
 GC1606.Superseded values are not recommended for survey control.
 GC1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1606.See file dsdata.txt to determine how the superseded data were derived.
 GC1606
 GC1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF178164(NAD 83)
 GC1606_MARKER: DB = BENCH MARK DISK
 GC1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1606_STAMPING: F 167 1947
 GC1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1606+STABILITY: SURFACE MOTION
 GC1606
 GC1606  HISTORY     - Date     Condition        Report By
 GC1606  HISTORY     - 1947     MONUMENTED       CGS
 GC1606  HISTORY     - 1972     POOR             TVA
 GC1606  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GC1606
 GC1606                          STATION DESCRIPTION
 GC1606
 GC1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1606'2.4 MI S FROM MC KINNON.
 GC1606'2.4 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1606'METHODIST CHURCH AT MC KINNON, 157 FEET NORTHEAST OF THE EAST
 GC1606'CORNER OF A WHITE FARMHOUSE SOUTHWEST OF THE ROAD, 40 FEET
 GC1606'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHEAST OF
 GC1606'THE CENTER LINE OF THE DRIVEWAY LEADING TO THE HOUSE, 5 FEET
 GC1606'NORTHWEST OF A RAIL FENCE, ABOUT 1/2 FOOT HIGHER THAN THE ROAD,
 GC1606'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1606'NOTE-- EARTH HAS BEEN REMOVED, STATION DOES NOT FIT ORIGINAL
 GC1606'DESCRIPTION AND MAY HAVE BEEN MOVED.  59 FT S 60 DEG W FROM
 GC1606'CENTERLINE BLACKTOP ROAD AND 20 FT S 50 DEG E OF CENTERLINE
 GC1606'GRAVEL DRIVEWAY, AND 34 FT N 65 DEG E FROM CENTERLINE WOODEN
 GC1606'BRIDGE OVER DRAIN.  19.2 N 45 DEG E FROM 20 IN SYCAMORE.
 GC1606
 GC1606                          STATION RECOVERY (1972)
 GC1606
 GC1606'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1606'MARK RECOVERED IN POOR CONDITION.
 GC1606
 GC1606                          STATION RECOVERY (1987)
 GC1606
 GC1606'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1579 ***********************************************************************
 GC1579  DESIGNATION -  F 168
 GC1579  PID         -  GC1579
 GC1579  STATE/COUNTY-  TN/HUMPHREYS
 GC1579  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1579
 GC1579                         *CURRENT SURVEY CONTROL
 GC1579  ___________________________________________________________________
 GC1579* NAD 83(1986)-  36 03 32.     (N)    087 58 12.     (W)     SCALED    
 GC1579* NAVD 88     -       112.045  (meters)     367.60   (feet)  ADJUSTED  
 GC1579  ___________________________________________________________________
 GC1579  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GC1579  DYNAMIC HT  -         111.950 (meters)     367.29  (feet)  COMP
 GC1579  MODELED GRAV-     979,784.1   (mgal)                       NAVD 88
 GC1579
 GC1579  VERT ORDER  -  FIRST     CLASS II
 GC1579
 GC1579.The horizontal coordinates were scaled from a topographic map and have
 GC1579.an estimated accuracy of +/- 6 seconds.
 GC1579
 GC1579.The orthometric height was determined by differential leveling
 GC1579.and adjusted by the National Geodetic Survey in June 1991..
 GC1579
 GC1579.The geoid height was determined by GEOID03.
 GC1579
 GC1579.The dynamic height is computed by dividing the NAVD 88
 GC1579.geopotential number by the normal gravity value computed on the
 GC1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1579.degrees latitude (g = 980.6199 gals.).
 GC1579
 GC1579.The modeled gravity was interpolated from observed gravity values.
 GC1579
 GC1579;                    North         East    Units  Estimated Accuracy
 GC1579;SPC TN       -   193,240.      422,530.      MT  (+/- 180 meters Scaled)
 GC1579
 GC1579                          SUPERSEDED SURVEY CONTROL
 GC1579
 GC1579  NGVD 29 (??/??/92)  112.077  (m)          367.71   (f) ADJ UNCH    1 2
 GC1579
 GC1579.Superseded values are not recommended for survey control.
 GC1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1579.See file dsdata.txt to determine how the superseded data were derived.
 GC1579
 GC1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE126909(NAD 83)
 GC1579_MARKER: DB = BENCH MARK DISK
 GC1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1579_STAMPING: F 168 1947
 GC1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1579+STABILITY: SURFACE MOTION
 GC1579
 GC1579  HISTORY     - Date     Condition        Report By
 GC1579  HISTORY     - 1947     MONUMENTED       CGS
 GC1579  HISTORY     - 1972     GOOD             TVA
 GC1579
 GC1579                          STATION DESCRIPTION
 GC1579
 GC1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1579'3.2 MI NW FROM JOHNSONVILLE.
 GC1579'0.2 MILE WEST AND 3.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE
 GC1579'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT
 GC1579'JOHNSONVILLE, ABOUT 0.4 MILE SOUTH OF THE SITE OF THE STATION AT
 GC1579'ABANDONED JOHNSONVILLE, ABOUT 145 YARDS NORTH OF A 4-FOOT CLAY
 GC1579'TILE CULVERT, ABOUT HALFWAY UP A HILL ASCENDING TO THE NORTH, 132
 GC1579'FEET SOUTHWEST ACROSS THE ROAD FROM A 10-INCH BLAZED OAK TREE,
 GC1579'130 FEET NORTHWEST ACROSS THE ROAD FROM A 6-INCH BLAZED TREE, 15
 GC1579'FEET WEST OF THE CENTER LINE OF THE ROAD, 3.5 FEET WEST OF A
 GC1579'FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND IN THE TOP OF A
 GC1579'CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- STEEL POST AND
 GC1579'SURVEY MARKER SIGN SET AT MONUMENT.
 GC1579
 GC1579                          STATION RECOVERY (1972)
 GC1579
 GC1579'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0097 ***********************************************************************
 FE0097  DESIGNATION -  F 169
 FE0097  PID         -  FE0097
 FE0097  STATE/COUNTY-  TN/DECATUR
 FE0097  USGS QUAD   -  SUGAR TREE (1986)
 FE0097
 FE0097                         *CURRENT SURVEY CONTROL
 FE0097  ___________________________________________________________________
 FE0097* NAD 83(1986)-  35 46 39.     (N)    088 04 08.     (W)     SCALED    
 FE0097* NAVD 88     -       176.086  (meters)     577.71   (feet)  ADJUSTED  
 FE0097  ___________________________________________________________________
 FE0097  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0097  DYNAMIC HT  -         175.933 (meters)     577.21  (feet)  COMP
 FE0097  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FE0097
 FE0097  VERT ORDER  -  FIRST     CLASS II
 FE0097
 FE0097.The horizontal coordinates were scaled from a topographic map and have
 FE0097.an estimated accuracy of +/- 6 seconds.
 FE0097
 FE0097.The orthometric height was determined by differential leveling
 FE0097.and adjusted by the National Geodetic Survey in June 1991..
 FE0097
 FE0097.The geoid height was determined by GEOID03.
 FE0097
 FE0097.The dynamic height is computed by dividing the NAVD 88
 FE0097.geopotential number by the normal gravity value computed on the
 FE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0097.degrees latitude (g = 980.6199 gals.).
 FE0097
 FE0097.The modeled gravity was interpolated from observed gravity values.
 FE0097
 FE0097;                    North         East    Units  Estimated Accuracy
 FE0097;SPC TN       -   162,210.      412,960.      MT  (+/- 180 meters Scaled)
 FE0097
 FE0097                          SUPERSEDED SURVEY CONTROL
 FE0097
 FE0097  NGVD 29 (??/??/??)  176.105  (m)          577.77   (f) ADJUSTED    1 2
 FE0097
 FE0097.Superseded values are not recommended for survey control.
 FE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0097.See file dsdata.txt to determine how the superseded data were derived.
 FE0097
 FE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE033597(NAD 83)
 FE0097_MARKER: DB = BENCH MARK DISK
 FE0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0097_STAMPING: F 169 1947
 FE0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0097+STABILITY: SURFACE MOTION
 FE0097
 FE0097  HISTORY     - Date     Condition        Report By
 FE0097  HISTORY     - 1947     MONUMENTED       CGS
 FE0097  HISTORY     - 1972     GOOD             TVA
 FE0097
 FE0097                          STATION DESCRIPTION
 FE0097
 FE0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0097'10.9 MI N FROM PARSONS.
 FE0097'ABOUT 10.9 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0097'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0097'ABOUT 4.4 MILES SOUTHWEST OF THE POST OFFICE AT SUGAR TREE,
 FE0097'ABOUT 200 YARDS SOUTH OF A LOG FARMHOUSE, AT A CURVE WITH TANGENTS
 FE0097'LEADING NORTHWEST AND SOUTHWEST, AT THE JUNCTION OF A VERY DIM
 FE0097'WOODS ROAD LEADING SOUTHEAST, 30 FEET SOUTHEAST OF THE CENTER
 FE0097'LINE OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE CENTER LINE OF
 FE0097'THE ROAD, 13 FEET NORTHWEST OF A FENCE, 24 FEET SOUTHWEST OF A
 FE0097'6-INCH BLAZED HICKORY TREE, 9 FEET NORTHWEST OF A 6-INCH BLAZED
 FE0097'HICKORY TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FE0097'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 FE0097'POST PROJECTING ABOUT 8 INCHES.  NOTE-- STATION IS 48.0 FT S
 FE0097'15 W FROM POWER POLWER PLUS OR MINUS 80.0 S 65 E FROM
 FE0097'CENTERLINE BLACKTOP (OLD HWY 69).  TVA POST AND SIGN SET AT MARKER.
 FE0097
 FE0097                          STATION RECOVERY (1972)
 FE0097
 FE0097'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1423 ***********************************************************************
 FE1423  DESIGNATION -  F 17
 FE1423  PID         -  FE1423
 FE1423  STATE/COUNTY-  TN/SHELBY
 FE1423  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1423
 FE1423                         *CURRENT SURVEY CONTROL
 FE1423  ___________________________________________________________________
 FE1423* NAD 83(1986)-  35 02 40.     (N)    089 55 10.     (W)     SCALED    
 FE1423* NAVD 88     -        92.698  (meters)     304.13   (feet)  ADJUSTED  
 FE1423  ___________________________________________________________________
 FE1423  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1423  DYNAMIC HT  -          92.611 (meters)     303.84  (feet)  COMP
 FE1423  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FE1423
 FE1423  VERT ORDER  -  FIRST     CLASS II
 FE1423
 FE1423.The horizontal coordinates were scaled from a topographic map and have
 FE1423.an estimated accuracy of +/- 6 seconds.
 FE1423
 FE1423.The orthometric height was determined by differential leveling
 FE1423.and adjusted by the National Geodetic Survey in June 1991..
 FE1423
 FE1423.The geoid height was determined by GEOID03.
 FE1423
 FE1423.The dynamic height is computed by dividing the NAVD 88
 FE1423.geopotential number by the normal gravity value computed on the
 FE1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1423.degrees latitude (g = 980.6199 gals.).
 FE1423
 FE1423.The modeled gravity was interpolated from observed gravity values.
 FE1423
 FE1423;                    North         East    Units  Estimated Accuracy
 FE1423;SPC TN       -    86,060.      242,480.      MT  (+/- 180 meters Scaled)
 FE1423
 FE1423                          SUPERSEDED SURVEY CONTROL
 FE1423
 FE1423  NGVD 29 (??/??/??)   92.666  (m)          304.02   (f) ADJUSTED    1 2
 FE1423
 FE1423.Superseded values are not recommended for survey control.
 FE1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1423.See file dsdata.txt to determine how the superseded data were derived.
 FE1423
 FE1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD337818(NAD 83)
 FE1423_MARKER: DB = BENCH MARK DISK
 FE1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1423_STAMPING: F 17 1934
 FE1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1423+STABILITY: SURFACE MOTION
 FE1423
 FE1423  HISTORY     - Date     Condition        Report By
 FE1423  HISTORY     - 1934     MONUMENTED       CGS
 FE1423  HISTORY     - 1956     GOOD             CGS
 FE1423  HISTORY     - 20021016 MARK NOT FOUND   USACE
 FE1423
 FE1423                          STATION DESCRIPTION
 FE1423
 FE1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1423'5.8 MI SE FROM MEMPHIS.
 FE1423'ABOUT 5.75 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FE1423'RAILWAY FROM THE INTERSECTION OF CASTALIA AND PERSON STREETS AT
 FE1423'MEMPHIS, ABOUT 0.75 MILE SOUTHEAST OF RAILROAD OVERPASS OVER
 FE1423'WINCHESTER ROAD AT OAKVILLE, 31 FEET NORTHEAST OF NORTHEAST RAIL
 FE1423'OF TRACK, 335 FEET NORTHWEST OF CENTER OF CROSSING OF PIGEONROOST
 FE1423'ROAD (NORTH-SOUTH), 73 1/2 FEET SOUTHWEST OF WEST CORNER OF A
 FE1423'SMALL STUCCO HOUSE, 16 FEET SOUTHWEST OF A FENCE LINE, 7 FEET
 FE1423'WEST-NORTHWEST OF MILE POLE 494, ABOUT 3 1/2 FEET BELOW LEVEL OF
 FE1423'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1423
 FE1423                          STATION RECOVERY (2002)
 FE1423
 FE1423'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1423'SUSPECTED DESTROYED. PIDGEON ROOST RD. NOW LONGER EXISTS. MP 494 IS
 FE1423'DIRECTLY UNDER HWY 78 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1256 ***********************************************************************
 FD1256  DESIGNATION -  F 170
 FD1256  PID         -  FD1256
 FD1256  STATE/COUNTY-  TN/PERRY
 FD1256  USGS QUAD   -  POPE (1973)
 FD1256
 FD1256                         *CURRENT SURVEY CONTROL
 FD1256  ___________________________________________________________________
 FD1256* NAD 83(1986)-  35 32 17.     (N)    087 57 01.     (W)     SCALED    
 FD1256* NAVD 88     -       115.906  (meters)     380.27   (feet)  ADJUSTED  
 FD1256  ___________________________________________________________________
 FD1256  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1256  DYNAMIC HT  -         115.800 (meters)     379.92  (feet)  COMP
 FD1256  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FD1256
 FD1256  VERT ORDER  -  FIRST     CLASS II
 FD1256
 FD1256.The horizontal coordinates were scaled from a topographic map and have
 FD1256.an estimated accuracy of +/- 6 seconds.
 FD1256
 FD1256.The orthometric height was determined by differential leveling
 FD1256.and adjusted by the National Geodetic Survey in June 1991..
 FD1256
 FD1256.The geoid height was determined by GEOID03.
 FD1256
 FD1256.The dynamic height is computed by dividing the NAVD 88
 FD1256.geopotential number by the normal gravity value computed on the
 FD1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1256.degrees latitude (g = 980.6199 gals.).
 FD1256
 FD1256.The modeled gravity was interpolated from observed gravity values.
 FD1256
 FD1256;                    North         East    Units  Estimated Accuracy
 FD1256;SPC TN       -   135,430.      423,150.      MT  (+/- 180 meters Scaled)
 FD1256
 FD1256                          SUPERSEDED SURVEY CONTROL
 FD1256
 FD1256  NGVD 29 (??/??/92)  115.914  (m)          380.29   (f) ADJ UNCH    1 2
 FD1256
 FD1256.Superseded values are not recommended for survey control.
 FD1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1256.See file dsdata.txt to determine how the superseded data were derived.
 FD1256
 FD1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE138331(NAD 83)
 FD1256_MARKER: DD = SURVEY DISK
 FD1256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1256_SP_SET: CULVERT
 FD1256_STAMPING: F 170 1947
 FD1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1256
 FD1256  HISTORY     - Date     Condition        Report By
 FD1256  HISTORY     - 1947     MONUMENTED       TVA
 FD1256  HISTORY     - 1947     GOOD             NGS
 FD1256
 FD1256                          STATION DESCRIPTION
 FD1256
 FD1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1256'16 MI NE FROM CLIFTON.
 FD1256'ABOUT 14.25 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1256'HOTEL AT CLIFTON, THENCE ABOUT 1.75 MILES NORTHWEST ALONG A GRAVEL
 FD1256'ROAD LEADING TO MOORES GENERAL STORE VIA CEDAR CREEK SCHOOL, ABOUT
 FD1256'0.25 MILE SOUTHEAST OF MOORES STORE, ABOUT 0.25 MILE NORTHWEST OF
 FD1256'THE CEDAR CREEK SCHOOL, ABOUT 0.1 MILE NORTHWEST OF THE PRIMITIVE
 FD1256'BAPTIST CHURCH, SET IN THE TOP OF THE CENTER OF THE NORTHEAST
 FD1256'HEAD WALL OF A 36-FOOT TRIPLE CONCRETE CULVERT UNDER THE ROAD,
 FD1256'13 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 FD1256'ROAD.  MARK FOUND UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0428 ***********************************************************************
 FE0428  DESIGNATION -  F 171
 FE0428  PID         -  FE0428
 FE0428  STATE/COUNTY-  TN/HARDIN
 FE0428  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0428
 FE0428                         *CURRENT SURVEY CONTROL
 FE0428  ___________________________________________________________________
 FE0428* NAD 83(1986)-  35 13 31.     (N)    088 16 43.     (W)     SCALED    
 FE0428* NAVD 88     -       124.080  (meters)     407.09   (feet)  ADJUSTED  
 FE0428  ___________________________________________________________________
 FE0428  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0428  DYNAMIC HT  -         123.968 (meters)     406.72  (feet)  COMP
 FE0428  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 FE0428
 FE0428  VERT ORDER  -  FIRST     CLASS II
 FE0428
 FE0428.The horizontal coordinates were scaled from a topographic map and have
 FE0428.an estimated accuracy of +/- 6 seconds.
 FE0428
 FE0428.The orthometric height was determined by differential leveling
 FE0428.and adjusted by the National Geodetic Survey in June 1991..
 FE0428
 FE0428.The geoid height was determined by GEOID03.
 FE0428
 FE0428.The dynamic height is computed by dividing the NAVD 88
 FE0428.geopotential number by the normal gravity value computed on the
 FE0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0428.degrees latitude (g = 980.6199 gals.).
 FE0428
 FE0428.The modeled gravity was interpolated from observed gravity values.
 FE0428
 FE0428;                    North         East    Units  Estimated Accuracy
 FE0428;SPC TN       -   101,380.      392,580.      MT  (+/- 180 meters Scaled)
 FE0428
 FE0428                          SUPERSEDED SURVEY CONTROL
 FE0428
 FE0428  NGVD 29 (??/??/??)  124.092  (m)          407.13   (f) ADJUSTED    1 2
 FE0428
 FE0428.Superseded values are not recommended for survey control.
 FE0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0428.See file dsdata.txt to determine how the superseded data were derived.
 FE0428
 FE0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD836987(NAD 83)
 FE0428_MARKER: DB = BENCH MARK DISK
 FE0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0428_SP_SET: BRIDGE
 FE0428_STAMPING: F 171 1947
 FE0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0428
 FE0428  HISTORY     - Date     Condition        Report By
 FE0428  HISTORY     - 1947     MONUMENTED       CGS
 FE0428  HISTORY     - 1949     GOOD             CGS
 FE0428
 FE0428                          STATION DESCRIPTION
 FE0428
 FE0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0428'1.6 MI W FROM SAVANNAH.
 FE0428'1.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0428'SAVANNAH, SET IN THE TOP OF THE NORTH END OF THE SOUTHEAST
 FE0428'CONCRETE WING WALL OF THE FIRST 320-FOOT CONCRETE BRIDGE WEST
 FE0428'OF THE HIGHWAY BRIDGE OVER THE TENNESSEE RIVER, 12 FEET
 FE0428'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE
 FE0428'CONCRETE BRIDGE RAILING AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 FE0428
 FE0428                          STATION RECOVERY (1949)
 FE0428
 FE0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1309 ***********************************************************************
 GC1309  DESIGNATION -  F 172
 GC1309  PID         -  GC1309
 GC1309  STATE/COUNTY-  TN/DAVIDSON
 GC1309  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1309
 GC1309                         *CURRENT SURVEY CONTROL
 GC1309  ___________________________________________________________________
 GC1309* NAD 83(1986)-  36 05 20.     (N)    087 00 18.     (W)     SCALED    
 GC1309* NAVD 88     -       170.895  (meters)     560.68   (feet)  ADJUSTED  
 GC1309  ___________________________________________________________________
 GC1309  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC1309  DYNAMIC HT  -         170.747 (meters)     560.19  (feet)  COMP
 GC1309  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 GC1309
 GC1309  VERT ORDER  -  FIRST     CLASS II
 GC1309
 GC1309.The horizontal coordinates were scaled from a topographic map and have
 GC1309.an estimated accuracy of +/- 6 seconds.
 GC1309
 GC1309.The orthometric height was determined by differential leveling
 GC1309.and adjusted by the National Geodetic Survey in June 1991..
 GC1309
 GC1309.The geoid height was determined by GEOID03.
 GC1309
 GC1309.The dynamic height is computed by dividing the NAVD 88
 GC1309.geopotential number by the normal gravity value computed on the
 GC1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1309.degrees latitude (g = 980.6199 gals.).
 GC1309
 GC1309.The modeled gravity was interpolated from observed gravity values.
 GC1309
 GC1309;                    North         East    Units  Estimated Accuracy
 GC1309;SPC TN       -   195,240.      509,490.      MT  (+/- 180 meters Scaled)
 GC1309
 GC1309                          SUPERSEDED SURVEY CONTROL
 GC1309
 GC1309  NGVD 29 (??/??/92)  170.916  (m)          560.75   (f) ADJ UNCH    1 2
 GC1309
 GC1309.Superseded values are not recommended for survey control.
 GC1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1309.See file dsdata.txt to determine how the superseded data were derived.
 GC1309
 GC1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE995938(NAD 83)
 GC1309_MARKER: DB = BENCH MARK DISK
 GC1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1309_STAMPING: F 172 1948
 GC1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1309+STABILITY: SURFACE MOTION
 GC1309
 GC1309  HISTORY     - Date     Condition        Report By
 GC1309  HISTORY     - 1948     MONUMENTED       CGS
 GC1309
 GC1309                          STATION DESCRIPTION
 GC1309
 GC1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1309'2.9 MI E FROM PEGRAM.
 GC1309'2.9 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1309'RAILWAY FROM THE STATION AT PEGRAM, ABOUT 0.2 MILE EAST OF MILE
 GC1309'POST 17, OPPOSITE A POINT BETWEEN POLES 16+34 AND 16+35, IN THE
 GC1309'SOUTHEAST ANGLE OF A PRIVATE ROAD CROSSING, 84 FEET SOUTH-SOUTHEAST
 GC1309'AND ACROSS THE TRACK FROM THE WESTERN MOST HOUSE IN A GROUP OF
 GC1309'ABANDONED SECTION HOUSES, 21 FEET SOUTH OF THE SOUTH RAIL, 27
 GC1309'FEET EAST OF THE CENTER LINE OF THE ROAD, 20.5 FEET EAST OF A
 GC1309'GATE POST, 1 FOOT NORTH OF THE FENCE LINE, 1 1/2 FEET EAST OF A
 GC1309'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE CROSSING AND
 GC1309'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1550 ***********************************************************************
 GC1550  DESIGNATION -  F 173
 GC1550  PID         -  GC1550
 GC1550  STATE/COUNTY-  TN/HUMPHREYS
 GC1550  USGS QUAD   -  MC EWEN (1982)
 GC1550
 GC1550                         *CURRENT SURVEY CONTROL
 GC1550  ___________________________________________________________________
 GC1550* NAD 83(1986)-  36 06 43.     (N)    087 41 30.     (W)     SCALED    
 GC1550* NAVD 88     -       203.688  (meters)     668.27   (feet)  ADJUSTED  
 GC1550  ___________________________________________________________________
 GC1550  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1550  DYNAMIC HT  -         203.511 (meters)     667.69  (feet)  COMP
 GC1550  MODELED GRAV-     979,760.0   (mgal)                       NAVD 88
 GC1550
 GC1550  VERT ORDER  -  FIRST     CLASS II
 GC1550
 GC1550.The horizontal coordinates were scaled from a topographic map and have
 GC1550.an estimated accuracy of +/- 6 seconds.
 GC1550
 GC1550.The orthometric height was determined by differential leveling
 GC1550.and adjusted by the National Geodetic Survey in June 1991..
 GC1550
 GC1550.The geoid height was determined by GEOID03.
 GC1550
 GC1550.The dynamic height is computed by dividing the NAVD 88
 GC1550.geopotential number by the normal gravity value computed on the
 GC1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1550.degrees latitude (g = 980.6199 gals.).
 GC1550
 GC1550.The modeled gravity was interpolated from observed gravity values.
 GC1550
 GC1550;                    North         East    Units  Estimated Accuracy
 GC1550;SPC TN       -   198,650.      447,700.      MT  (+/- 180 meters Scaled)
 GC1550
 GC1550                          SUPERSEDED SURVEY CONTROL
 GC1550
 GC1550  NGVD 29 (??/??/92)  203.705  (m)          668.32   (f) ADJ UNCH    1 2
 GC1550
 GC1550.Superseded values are not recommended for survey control.
 GC1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1550.See file dsdata.txt to determine how the superseded data were derived.
 GC1550
 GC1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE377965(NAD 83)
 GC1550_MARKER: DB = BENCH MARK DISK
 GC1550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1550_SP_SET: CULVERT
 GC1550_STAMPING: F 173 1948
 GC1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1550
 GC1550  HISTORY     - Date     Condition        Report By
 GC1550  HISTORY     - 1948     MONUMENTED       CGS
 GC1550
 GC1550                          STATION DESCRIPTION
 GC1550
 GC1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1550'3.3 MI W FROM MC EWEN.
 GC1550'3.3 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1550'RAILWAY FROM THE STATION AT MC EWEN, AT POLE 60+12, SET IN THE
 GC1550'TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A LARGE
 GC1550'DOUBLE BOX CONCRETE CULVERT OVER A STREAM, ABOUT 20 FEET NORTHEAST
 GC1550'OF THE NORTHEAST RAIL AND ABOUT 10 FEET BELOW TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0758 ***********************************************************************
 FE0758  DESIGNATION -  F 174
 FE0758  PID         -  FE0758
 FE0758  STATE/COUNTY-  TN/MADISON
 FE0758  USGS QUAD   -  BEECH BLUFF (1981)
 FE0758
 FE0758                         *CURRENT SURVEY CONTROL
 FE0758  ___________________________________________________________________
 FE0758* NAD 83(1986)-  35 30 21.     (N)    088 44 06.     (W)     SCALED    
 FE0758* NAVD 88     -       117.553  (meters)     385.67   (feet)  ADJUSTED  
 FE0758  ___________________________________________________________________
 FE0758  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0758  DYNAMIC HT  -         117.447 (meters)     385.32  (feet)  COMP
 FE0758  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 FE0758
 FE0758  VERT ORDER  -  FIRST     CLASS II
 FE0758
 FE0758.The horizontal coordinates were scaled from a topographic map and have
 FE0758.an estimated accuracy of +/- 6 seconds.
 FE0758
 FE0758.The orthometric height was determined by differential leveling
 FE0758.and adjusted by the National Geodetic Survey in June 1991..
 FE0758
 FE0758.The geoid height was determined by GEOID03.
 FE0758
 FE0758.The dynamic height is computed by dividing the NAVD 88
 FE0758.geopotential number by the normal gravity value computed on the
 FE0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0758.degrees latitude (g = 980.6199 gals.).
 FE0758
 FE0758.The modeled gravity was interpolated from observed gravity values.
 FE0758
 FE0758;                    North         East    Units  Estimated Accuracy
 FE0758;SPC TN       -   133,560.      351,910.      MT  (+/- 180 meters Scaled)
 FE0758
 FE0758                          SUPERSEDED SURVEY CONTROL
 FE0758
 FE0758  NGVD 29 (??/??/??)  117.579  (m)          385.76   (f) ADJUSTED    1 2
 FE0758
 FE0758.Superseded values are not recommended for survey control.
 FE0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0758.See file dsdata.txt to determine how the superseded data were derived.
 FE0758
 FE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE426305(NAD 83)
 FE0758_MARKER: DB = BENCH MARK DISK
 FE0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0758_STAMPING: F 174 1948
 FE0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0758+STABILITY: SURFACE MOTION
 FE0758
 FE0758  HISTORY     - Date     Condition        Report By
 FE0758  HISTORY     - 1948     MONUMENTED       CGS
 FE0758
 FE0758                          STATION DESCRIPTION
 FE0758
 FE0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0758'1.3 MI NW FROM PINSON.
 FE0758'ABOUT 1.3 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0758'FROM THE STATION AT PINSON, ABOUT 0.1 MILE NORTHWEST OF MILE
 FE0758'POST 376, BETWEEN TRESTLES NO. 276/13 AND 276/05, AT A FIELD
 FE0758'ROAD CROSSING, 45.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 74
 FE0758'FEET WEST OF THE CENTER OF THE CROSSING, 18 FEET NORTH OF THE
 FE0758'CENTER LINE OF THE FIELD ROAD, 35.5 FEET WEST OF A TELEPHONE POLE,
 FE0758'5 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE
 FE0758'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 FE0758'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0404 ***********************************************************************
 FE0404  DESIGNATION -  F 175
 FE0404  PID         -  FE0404
 FE0404  STATE/COUNTY-  TN/MCNAIRY
 FE0404  USGS QUAD   -  STANTONVILLE (1992)
 FE0404
 FE0404                         *CURRENT SURVEY CONTROL
 FE0404  ___________________________________________________________________
 FE0404* NAD 83(1986)-  35 12 08.     (N)    088 28 53.     (W)     SCALED    
 FE0404* NAVD 88     -       147.879  (meters)     485.17   (feet)  ADJUSTED  
 FE0404  ___________________________________________________________________
 FE0404  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0404  DYNAMIC HT  -         147.744 (meters)     484.72  (feet)  COMP
 FE0404  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FE0404
 FE0404  VERT ORDER  -  FIRST     CLASS II
 FE0404
 FE0404.The horizontal coordinates were scaled from a topographic map and have
 FE0404.an estimated accuracy of +/- 6 seconds.
 FE0404
 FE0404.The orthometric height was determined by differential leveling
 FE0404.and adjusted by the National Geodetic Survey in June 1991..
 FE0404
 FE0404.The geoid height was determined by GEOID03.
 FE0404
 FE0404.The dynamic height is computed by dividing the NAVD 88
 FE0404.geopotential number by the normal gravity value computed on the
 FE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0404.degrees latitude (g = 980.6199 gals.).
 FE0404
 FE0404.The modeled gravity was interpolated from observed gravity values.
 FE0404
 FE0404;                    North         East    Units  Estimated Accuracy
 FE0404;SPC TN       -    99,270.      374,060.      MT  (+/- 180 meters Scaled)
 FE0404
 FE0404                          SUPERSEDED SURVEY CONTROL
 FE0404
 FE0404  NGVD 29 (??/??/??)  147.880  (m)          485.17   (f) ADJUSTED    1 2
 FE0404
 FE0404.Superseded values are not recommended for survey control.
 FE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0404.See file dsdata.txt to determine how the superseded data were derived.
 FE0404
 FE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD651964(NAD 83)
 FE0404_MARKER: DB = BENCH MARK DISK
 FE0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0404_STAMPING: F 175 1949
 FE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0404+STABILITY: SURFACE MOTION
 FE0404
 FE0404  HISTORY     - Date     Condition        Report By
 FE0404  HISTORY     - 1949     MONUMENTED       CGS
 FE0404  HISTORY     - 1949     GOOD             CGS
 FE0404
 FE0404                          STATION DESCRIPTION
 FE0404
 FE0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0404'5.8 MI SW FROM ADAMSVILLE.
 FE0404'5.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FE0404'AT ADAMSVILLE, ABOUT 0.65 MILE SOUTHWEST OF THE CROSSROADS AT
 FE0404'LAWTON, 37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20
 FE0404'FEET NORTH OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD
 FE0404'WALL OF A 24-INCH PIPE CULVERT, 3.5 FEET SOUTHWEST OF A BRANCH
 FE0404'POWER POLE, 91.2 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE,
 FE0404'18 FEET WEST OF THE CENTER LINE OF A DRIVE NORTH TO HOUSE, 14
 FE0404'FEET EAST OF THE CENTER OF A DITCH LEADING NORTH, 2 FEET
 FE0404'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FE0404'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.
 FE0404'NOTE-- A STEEL POST WAS SET 2 FEET EAST OF MARKER.
 FE0404
 FE0404                          STATION RECOVERY (1949)
 FE0404
 FE0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0840 ***********************************************************************
 FD0840  DESIGNATION -  F 176
 FD0840  PID         -  FD0840
 FD0840  STATE/COUNTY-  TN/LAWRENCE
 FD0840  USGS QUAD   -  SUMMERTOWN (1976)
 FD0840
 FD0840                         *CURRENT SURVEY CONTROL
 FD0840  ___________________________________________________________________
 FD0840* NAD 83(1986)-  35 24 47.     (N)    087 17 56.     (W)     SCALED    
 FD0840* NAVD 88     -       295.938  (meters)     970.92   (feet)  ADJUSTED  
 FD0840  ___________________________________________________________________
 FD0840  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0840  DYNAMIC HT  -         295.663 (meters)     970.02  (feet)  COMP
 FD0840  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FD0840
 FD0840  VERT ORDER  -  FIRST     CLASS II
 FD0840
 FD0840.The horizontal coordinates were scaled from a topographic map and have
 FD0840.an estimated accuracy of +/- 6 seconds.
 FD0840
 FD0840.The orthometric height was determined by differential leveling
 FD0840.and adjusted by the National Geodetic Survey in June 1991..
 FD0840
 FD0840.The geoid height was determined by GEOID03.
 FD0840
 FD0840.The dynamic height is computed by dividing the NAVD 88
 FD0840.geopotential number by the normal gravity value computed on the
 FD0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0840.degrees latitude (g = 980.6199 gals.).
 FD0840
 FD0840.The modeled gravity was interpolated from observed gravity values.
 FD0840
 FD0840;                    North         East    Units  Estimated Accuracy
 FD0840;SPC TN       -   120,580.      482,030.      MT  (+/- 180 meters Scaled)
 FD0840
 FD0840                          SUPERSEDED SURVEY CONTROL
 FD0840
 FD0840  NGVD 29 (??/??/92)  295.907  (m)          970.82   (f) ADJ UNCH    1 2
 FD0840
 FD0840.Superseded values are not recommended for survey control.
 FD0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0840.See file dsdata.txt to determine how the superseded data were derived.
 FD0840
 FD0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE728188(NAD 83)
 FD0840_MARKER: DB = BENCH MARK DISK
 FD0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0840_STAMPING: F 176 1949
 FD0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0840+STABILITY: SURFACE MOTION
 FD0840
 FD0840  HISTORY     - Date     Condition        Report By
 FD0840  HISTORY     - 1949     MONUMENTED       CGS
 FD0840  HISTORY     - 1973     GOOD             TVA
 FD0840  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0840
 FD0840                          STATION DESCRIPTION
 FD0840
 FD0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0840'1.6 MI S FROM SUMMERTOWN.
 FD0840'ABOUT 1.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0840'FROM THE STATION AT SUMMERTOWN, AT THE OUTSIDE OF A CURVE WITH
 FD0840'TANGENTS NORTH AND SOUTHEAST AND ABOUT 75 YARDS SOUTH OF THE SOUTH
 FD0840'END OF THE NORTH TANGENT, 58 FEET WEST OF THE WEST RAIL, 32 FEET NORTH
 FD0840'OF THE NORTH POST OF A GATE IN R/W FENCE LINE, 123.5 FEET
 FD0840'NORTHWEST OF THE CENTER OF A PRIVATE WOODS ROAD CROSSING, 50 FEET
 FD0840'SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET EAST OF THE R/W FENCE
 FD0840'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW
 FD0840'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0840'5 INCHES.  NOTE-- STEEL POST AND SURVEY SIGN SET 2 FEET SOUTH.
 FD0840
 FD0840                          STATION RECOVERY (1973)
 FD0840
 FD0840'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0840'RECOVERED IN GOOD CONDITION.
 FD0840
 FD0840                          STATION RECOVERY (1983)
 FD0840
 FD0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0840'NOT RECOVERED, INACCESSIBLE TO LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0269 ***********************************************************************
 GD0269  DESIGNATION -  F 177
 GD0269  PID         -  GD0269
 GD0269  STATE/COUNTY-  TN/WEAKLEY
 GD0269  USGS QUAD   -  MARTIN (1983)
 GD0269
 GD0269                         *CURRENT SURVEY CONTROL
 GD0269  ___________________________________________________________________
 GD0269* NAD 83(1986)-  36 19 36.     (N)    088 48 17.     (W)     SCALED    
 GD0269* NAVD 88     -       145.172  (meters)     476.29   (feet)  ADJUSTED  
 GD0269  ___________________________________________________________________
 GD0269  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0269  DYNAMIC HT  -         145.054 (meters)     475.90  (feet)  COMP
 GD0269  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 GD0269
 GD0269  VERT ORDER  -  FIRST     CLASS II
 GD0269
 GD0269.The horizontal coordinates were scaled from a topographic map and have
 GD0269.an estimated accuracy of +/- 6 seconds.
 GD0269
 GD0269.The orthometric height was determined by differential leveling
 GD0269.and adjusted by the National Geodetic Survey in June 1991..
 GD0269
 GD0269.The geoid height was determined by GEOID03.
 GD0269
 GD0269.The dynamic height is computed by dividing the NAVD 88
 GD0269.geopotential number by the normal gravity value computed on the
 GD0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0269.degrees latitude (g = 980.6199 gals.).
 GD0269
 GD0269.The modeled gravity was interpolated from observed gravity values.
 GD0269
 GD0269;                    North         East    Units  Estimated Accuracy
 GD0269;SPC TN       -   224,770.      348,200.      MT  (+/- 180 meters Scaled)
 GD0269
 GD0269                          SUPERSEDED SURVEY CONTROL
 GD0269
 GD0269  NGVD 29 (??/??/??)  145.183  (m)          476.32   (f) ADJUSTED    1 2
 GD0269
 GD0269.Superseded values are not recommended for survey control.
 GD0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0269.See file dsdata.txt to determine how the superseded data were derived.
 GD0269
 GD0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380216(NAD 83)
 GD0269_MARKER: DB = BENCH MARK DISK
 GD0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0269_STAMPING: F 177 1949
 GD0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0269+STABILITY: SURFACE MOTION
 GD0269
 GD0269  HISTORY     - Date     Condition        Report By
 GD0269  HISTORY     - 1949     MONUMENTED       CGS
 GD0269  HISTORY     - 1967     GOOD             CGS
 GD0269  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0269
 GD0269                          STATION DESCRIPTION
 GD0269
 GD0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0269'2.7 MI E FROM MARTIN.
 GD0269'ABOUT 2.7 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0269'FROM THE OLD UNION STATION AT MARTIN, AT A PUBLIC ROAD CROSSING,
 GD0269'43 FEET EAST AND ACROSS THE ROAD FROM TELEGRAPH POLE 138/10,
 GD0269'26.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 19
 GD0269'FEET EAST OF THE APPOXIMATE CENTER OF A GRAVELED ROAD, 16 FEET
 GD0269'NORTHEAST OF THE EAST END OF A 18-INCH CONCRETE CULVERT, 6.5
 GD0269'FEET NORTH OF A RAILROAD CROSSING SIGN, AND 0.7 OF A FOOT WEST
 GD0269'OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 GD0269'TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT ABOUT 1 1/2
 GD0269'FEET ABOVE THE LEVEL OF THE TRACK.
 GD0269
 GD0269                          STATION RECOVERY (2002)
 GD0269
 GD0269'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0269'RR GRADE HAS BEEN LEVELED AND IS NOT DISTINGUISHABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0192 ***********************************************************************
 FD0192  DESIGNATION -  F 178
 FD0192  PID         -  FD0192
 FD0192  STATE/COUNTY-  TN/FRANKLIN
 FD0192  USGS QUAD   -  HUNTLAND (1972)
 FD0192
 FD0192                         *CURRENT SURVEY CONTROL
 FD0192  ___________________________________________________________________
 FD0192* NAD 83(1986)-  35 02 50.     (N)    086 17 12.     (W)     SCALED    
 FD0192* NAVD 88     -       282.942  (meters)     928.29   (feet)  ADJUSTED  
 FD0192  ___________________________________________________________________
 FD0192  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FD0192  DYNAMIC HT  -         282.662 (meters)     927.37  (feet)  COMP
 FD0192  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 FD0192
 FD0192  VERT ORDER  -  FIRST     CLASS II
 FD0192
 FD0192.The horizontal coordinates were scaled from a topographic map and have
 FD0192.an estimated accuracy of +/- 6 seconds.
 FD0192
 FD0192.The orthometric height was determined by differential leveling
 FD0192.and adjusted by the National Geodetic Survey in June 1991..
 FD0192
 FD0192.The geoid height was determined by GEOID03.
 FD0192
 FD0192.The dynamic height is computed by dividing the NAVD 88
 FD0192.geopotential number by the normal gravity value computed on the
 FD0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0192.degrees latitude (g = 980.6199 gals.).
 FD0192
 FD0192.The modeled gravity was interpolated from observed gravity values.
 FD0192
 FD0192;                    North         East    Units  Estimated Accuracy
 FD0192;SPC TN       -    79,250.      573,850.      MT  (+/- 180 meters Scaled)
 FD0192
 FD0192                          SUPERSEDED SURVEY CONTROL
 FD0192
 FD0192  NGVD 29 (??/??/92)  282.902  (m)          928.15   (f) ADJ UNCH    1 2
 FD0192
 FD0192.Superseded values are not recommended for survey control.
 FD0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0192.See file dsdata.txt to determine how the superseded data were derived.
 FD0192
 FD0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED650785(NAD 83)
 FD0192_MARKER: DB = BENCH MARK DISK
 FD0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0192_STAMPING: F 178 1949
 FD0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0192+STABILITY: SURFACE MOTION
 FD0192
 FD0192  HISTORY     - Date     Condition        Report By
 FD0192  HISTORY     - 1949     MONUMENTED       CGS
 FD0192
 FD0192                          STATION DESCRIPTION
 FD0192
 FD0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0192'1.1 MI SW FROM HUNTLAND.
 FD0192'1.1 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0192'RAILWAY FROM THE STATION AT HUNTLAND, ABOUT 0.1 MILE WEST OF
 FD0192'BRIDGE NO. 16.9 OVER TAYLOR CREEK, AT A HOUSE SOUTH OF THE TRACKS,
 FD0192'153 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 135 FEET
 FD0192'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 112 FEET
 FD0192'WEST-SOUTHWEST AND ACROSS A ROAD PARALLELING TRACK FROM MILE
 FD0192'POST 17, 51 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTH RAIL,
 FD0192'16 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 14 1/2 FEET WEST
 FD0192'OF THE CENTER OF A FARM GATE IN FENCE LINE, 1 FOOT NORTH OF THE
 FD0192'FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, LEVEL
 FD0192'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0192'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0179 ***********************************************************************
 FD0179  DESIGNATION -  F 179
 FD0179  PID         -  FD0179
 FD0179  STATE/COUNTY-  TN/LINCOLN
 FD0179  USGS QUAD   -  FLINTVILLE (1972)
 FD0179
 FD0179                         *CURRENT SURVEY CONTROL
 FD0179  ___________________________________________________________________
 FD0179* NAD 83(1986)-  35 03 14.     (N)    086 24 32.     (W)     SCALED    
 FD0179* NAVD 88     -       277.397  (meters)     910.09   (feet)  ADJUSTED  
 FD0179  ___________________________________________________________________
 FD0179  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0179  DYNAMIC HT  -         277.128 (meters)     909.21  (feet)  COMP
 FD0179  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 FD0179
 FD0179  VERT ORDER  -  FIRST     CLASS II
 FD0179
 FD0179.The horizontal coordinates were scaled from a topographic map and have
 FD0179.an estimated accuracy of +/- 6 seconds.
 FD0179
 FD0179.The orthometric height was determined by differential leveling
 FD0179.and adjusted by the National Geodetic Survey in June 1991..
 FD0179
 FD0179.The geoid height was determined by GEOID03.
 FD0179
 FD0179.The dynamic height is computed by dividing the NAVD 88
 FD0179.geopotential number by the normal gravity value computed on the
 FD0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0179.degrees latitude (g = 980.6199 gals.).
 FD0179
 FD0179.The modeled gravity was interpolated from observed gravity values.
 FD0179
 FD0179;                    North         East    Units  Estimated Accuracy
 FD0179;SPC TN       -    80,030.      562,700.      MT  (+/- 180 meters Scaled)
 FD0179
 FD0179                          SUPERSEDED SURVEY CONTROL
 FD0179
 FD0179  NGVD 29 (??/??/92)  277.361  (m)          909.98   (f) ADJ UNCH    1 2
 FD0179
 FD0179.Superseded values are not recommended for survey control.
 FD0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0179.See file dsdata.txt to determine how the superseded data were derived.
 FD0179
 FD0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED539791(NAD 83)
 FD0179_MARKER: DB = BENCH MARK DISK
 FD0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0179_STAMPING: F 179 1949
 FD0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0179+STABILITY: SURFACE MOTION
 FD0179
 FD0179  HISTORY     - Date     Condition        Report By
 FD0179  HISTORY     - 1949     MONUMENTED       CGS
 FD0179  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0179
 FD0179                          STATION DESCRIPTION
 FD0179
 FD0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0179'0.8 MI SE FROM FLINTVILLE.
 FD0179'0.85 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0179'LOUIS RAILWAY FROM THE STATION AT FLINTVILLE, AT A ROAD CROSSING,
 FD0179'53 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 50 FEET SOUTHWEST
 FD0179'OF THE SOUTHWEST RAIL, 35 1/2 FEET NORTHWEST OF A FENCE CORNER
 FD0179'AT NORTH CORNER OF AN APPLE ORCHARD, 10 FEET SOUTHWEST OF
 FD0179'THE PROLONGED CENTER LINE OF THE ROAD SOUTHEAST PARALLELING
 FD0179'THE TRACK, 1 FOOT NORTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST
 FD0179'OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE TRACK AND
 FD0179'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FD0179
 FD0179                          STATION RECOVERY (2001)
 FD0179
 FD0179'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0323 ***********************************************************************
 FD0323  DESIGNATION -  F 180
 FD0323  PID         -  FD0323
 FD0323  STATE/COUNTY-  TN/LINCOLN
 FD0323  USGS QUAD   -  PETERSBURG (1980)
 FD0323
 FD0323                         *CURRENT SURVEY CONTROL
 FD0323  ___________________________________________________________________
 FD0323* NAD 83(1986)-  35 18 10.     (N)    086 37 55.     (W)     SCALED    
 FD0323* NAVD 88     -       223.712  (meters)     733.96   (feet)  ADJUSTED  
 FD0323  ___________________________________________________________________
 FD0323  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0323  DYNAMIC HT  -         223.508 (meters)     733.29  (feet)  COMP
 FD0323  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FD0323
 FD0323  VERT ORDER  -  FIRST     CLASS II
 FD0323
 FD0323.The horizontal coordinates were scaled from a topographic map and have
 FD0323.an estimated accuracy of +/- 6 seconds.
 FD0323
 FD0323.The orthometric height was determined by differential leveling
 FD0323.and adjusted by the National Geodetic Survey in June 1991..
 FD0323
 FD0323.The geoid height was determined by GEOID03.
 FD0323
 FD0323.The dynamic height is computed by dividing the NAVD 88
 FD0323.geopotential number by the normal gravity value computed on the
 FD0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0323.degrees latitude (g = 980.6199 gals.).
 FD0323
 FD0323.The modeled gravity was interpolated from observed gravity values.
 FD0323
 FD0323;                    North         East    Units  Estimated Accuracy
 FD0323;SPC TN       -   107,750.      542,530.      MT  (+/- 180 meters Scaled)
 FD0323
 FD0323                          SUPERSEDED SURVEY CONTROL
 FD0323
 FD0323  NGVD 29 (??/??/92)  223.692  (m)          733.90   (f) ADJ UNCH    1 2
 FD0323
 FD0323.Superseded values are not recommended for survey control.
 FD0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0323.See file dsdata.txt to determine how the superseded data were derived.
 FD0323
 FD0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE334066(NAD 83)
 FD0323_MARKER: DB = BENCH MARK DISK
 FD0323_SETTING: 66 = SET IN ROCK OUTCROP
 FD0323_SP_SET: SET IN ROCK OUTCROP
 FD0323_STAMPING: F 180 1949
 FD0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0323+STABILITY: POSITION/ELEVATION WELL
 FD0323
 FD0323  HISTORY     - Date     Condition        Report By
 FD0323  HISTORY     - 1949     MONUMENTED       CGS
 FD0323
 FD0323                          STATION DESCRIPTION
 FD0323
 FD0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0323'1.1 MI SE FROM PETERSBURG.
 FD0323'1.1 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0323'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT A ROAD CROSSING,
 FD0323'SET IN THE TOP OF A LARGE OUTCROPPING OF ROCK, 51 FEET NORTHEAST
 FD0323'OF THE CENTER OF THE CROSSING, 43 FEET SOUTH-SOUTHEAST OF THE
 FD0323'SOUTHEAST END OF THE SOUTHEAST WING WALL OF AN 8-FOOT CONCRETE
 FD0323'BRIDGE UNDER RAILWAY, 55 1/2 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FD0323'CORNER OF A HOUSE, 31.4 FEET EAST OF THE EAST RAIL, 29 FEET
 FD0323'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET BELOW
 FD0323'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0190 ***********************************************************************
 GD0190  DESIGNATION -  F 181
 GD0190  PID         -  GD0190
 GD0190  STATE/COUNTY-  TN/HENRY
 GD0190  USGS QUAD   -  OSAGE (1985)
 GD0190
 GD0190                         *CURRENT SURVEY CONTROL
 GD0190  ___________________________________________________________________
 GD0190* NAD 83(1995)-  36 20 45.69338(N)    088 23 01.16299(W)     ADJUSTED  
 GD0190* NAVD 88     -       172.628  (meters)     566.36   (feet)  ADJUSTED  
 GD0190  ___________________________________________________________________
 GD0190  X           -     145,080.224 (meters)                     COMP
 GD0190  Y           -  -5,141,406.317 (meters)                     COMP
 GD0190  Z           -   3,759,271.710 (meters)                     COMP
 GD0190  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GD0190  ELLIP HEIGHT-         144.29  (meters)          (02/20/01) GPS OBS
 GD0190  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0190  DYNAMIC HT  -         172.486 (meters)     565.90  (feet)  COMP
 GD0190  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 GD0190
 GD0190  HORZ ORDER  -  FIRST
 GD0190  VERT ORDER  -  FIRST     CLASS II
 GD0190  ELLP ORDER  -  SECOND    CLASS I
 GD0190
 GD0190.This mark is at Henry County Airport (PHT)
 GD0190
 GD0190.The horizontal coordinates were established by GPS observations
 GD0190.and adjusted by the National Geodetic Survey in February 2001..
 GD0190
 GD0190.The orthometric height was determined by differential leveling
 GD0190.and adjusted by the National Geodetic Survey in June 1991..
 GD0190
 GD0190.Photographs are available for this station.
 GD0190
 GD0190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0190
 GD0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0190
 GD0190.The ellipsoidal height was determined by GPS observations
 GD0190.and is referenced to NAD 83.
 GD0190
 GD0190.The geoid height was determined by GEOID03.
 GD0190
 GD0190.The dynamic height is computed by dividing the NAVD 88
 GD0190.geopotential number by the normal gravity value computed on the
 GD0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0190.degrees latitude (g = 980.6199 gals.).
 GD0190
 GD0190.The modeled gravity was interpolated from observed gravity values.
 GD0190
 GD0190;                    North         East     Units Scale Factor Converg.
 GD0190;SPC TN       -   225,915.623   386,047.228   MT  0.99998823   -1 23 43.8
 GD0190;SPC TN       -   741,191.51  1,266,556.61   sFT  0.99998823   -1 23 43.8
 GD0190;UTM  16      - 4,023,217.526   375,837.773   MT  0.99978994   -0 49 12.5
 GD0190
 GD0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0190!SPC TN       -   0.99997736  x   0.99998823  =   0.99996559
 GD0190!UTM  16      -   0.99997736  x   0.99978994  =   0.99976730
 GD0190
 GD0190                          SUPERSEDED SURVEY CONTROL
 GD0190
 GD0190  NAVD 88 (02/20/01)  172.63   (m)          566.4    (f) LEVELING    3  
 GD0190  NGVD 29 (??/??/??)  172.668  (m)          566.49   (f) ADJUSTED    1 2
 GD0190
 GD0190.Superseded values are not recommended for survey control.
 GD0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0190.See file dsdata.txt to determine how the superseded data were derived.
 GD0190
 GD0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7583823218(NAD 83)
 GD0190_MARKER: DB = BENCH MARK DISK
 GD0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0190_STAMPING: F 181 1949
 GD0190_MARK LOGO: NONE  
 GD0190_PROJECTION: PROJECTING 2 CENTIMETERS
 GD0190_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0190+STABILITY: SURFACE MOTION
 GD0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0190+SATELLITE: SATELLITE OBSERVATIONS - 1999
 GD0190
 GD0190  HISTORY     - Date     Condition        Report By
 GD0190  HISTORY     - 1949     MONUMENTED       CGS
 GD0190  HISTORY     - 1968     GOOD             CGS
 GD0190  HISTORY     - 1999     GOOD             LOWE
 GD0190
 GD0190                          STATION DESCRIPTION
 GD0190
 GD0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0190'5 MI NW FROM PARIS.
 GD0190'THE MARK IS ABOUT 4.95 MILES NORTHWEST ALONG STATE ROUTE 69 FROM
 GD0190'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0190'PARIS AT THE NORTHWEST CORNER OF THE HENRY COUNTY AIRPORT.  IT
 GD0190'IS 135 FEET NORTH-NORTHWEST OF BENCH MARK G 181 1949, 69 FEET
 GD0190'SOUTH AND ACROSS STATE ROUTE 69 FROM A 24-INCH PINE OAK TREE, 50
 GD0190'FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED T ROAD LEFT,
 GD0190'39.5 FEET SOUTHEAST OF GUYED POWERLINE POLE NO. 62, 39 FEET
 GD0190'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 69, AND
 GD0190'0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0190'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD0190'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED F 181
 GD0190'1949.
 GD0190
 GD0190                          STATION RECOVERY (1999)
 GD0190
 GD0190'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD0190'RECOVERED 1999
 GD0190'RECOVERED IN GOOD CONDITION.
 GD0190' 
 GD0190'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1393 ***********************************************************************
 GC1393  DESIGNATION -  F 182
 GC1393  PID         -  GC1393
 GC1393  STATE/COUNTY-  TN/MONTGOMERY
 GC1393  USGS QUAD   -  EXCELL (1983)
 GC1393
 GC1393                         *CURRENT SURVEY CONTROL
 GC1393  ___________________________________________________________________
 GC1393* NAD 83(1986)-  36 24 57.     (N)    087 16 49.     (W)     SCALED    
 GC1393* NAVD 88     -       124.006  (meters)     406.84   (feet)  ADJUSTED  
 GC1393  ___________________________________________________________________
 GC1393  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC1393  DYNAMIC HT  -         123.902 (meters)     406.50  (feet)  COMP
 GC1393  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 GC1393
 GC1393  VERT ORDER  -  FIRST     CLASS II
 GC1393
 GC1393.The horizontal coordinates were scaled from a topographic map and have
 GC1393.an estimated accuracy of +/- 6 seconds.
 GC1393
 GC1393.The orthometric height was determined by differential leveling
 GC1393.and adjusted by the National Geodetic Survey in June 1991..
 GC1393
 GC1393.The geoid height was determined by GEOID03.
 GC1393
 GC1393.The dynamic height is computed by dividing the NAVD 88
 GC1393.geopotential number by the normal gravity value computed on the
 GC1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1393.degrees latitude (g = 980.6199 gals.).
 GC1393
 GC1393.The modeled gravity was interpolated from observed gravity values.
 GC1393
 GC1393;                    North         East    Units  Estimated Accuracy
 GC1393;SPC TN       -   231,810.      485,180.      MT  (+/- 180 meters Scaled)
 GC1393
 GC1393                          SUPERSEDED SURVEY CONTROL
 GC1393
 GC1393  NGVD 29 (??/??/92)  124.067  (m)          407.04   (f) ADJ UNCH    1 2
 GC1393
 GC1393.Superseded values are not recommended for survey control.
 GC1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1393.See file dsdata.txt to determine how the superseded data were derived.
 GC1393
 GC1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF748301(NAD 83)
 GC1393_MARKER: DB = BENCH MARK DISK
 GC1393_SETTING: 66 = SET IN ROCK OUTCROP
 GC1393_SP_SET: ROCK LEDGE
 GC1393_STAMPING: F 182 1949
 GC1393_MARK LOGO: CGS   
 GC1393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1393+STABILITY: POSITION/ELEVATION WELL
 GC1393
 GC1393  HISTORY     - Date     Condition        Report By
 GC1393  HISTORY     - 1949     MONUMENTED       CGS
 GC1393  HISTORY     - 1984     GOOD             NGS
 GC1393
 GC1393                          STATION DESCRIPTION
 GC1393
 GC1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1393'10.4 MI SE FROM CLARKSVILLE.
 GC1393'10.4 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1393'STATION AT CLARKSVILLE, ABOUT 0.2 MILE SOUTHEAST OF THE STATION
 GC1393'SIGN HICKORY POINT, 92 FEET NORTHWEST OF THE NORTH CORNER OF
 GC1393'TRESTLE NO. H 45-48, 24 FEET NORTHEAST OF THE NORTHEAST RAIL, 6.5
 GC1393'FEET NORTHEAST OF THE CENTER LINE OF A ROAD LEADING NORTHWEST AND
 GC1393'UPHILL, 16 FEET WEST OF A SPRING, 13 FEET NORTHWEST OF A 20-INCH
 GC1393'BEECH TREE, 26-5 FEET SOUTHEAST OF AN 18-INCH BEECH TREE, SET IN
 GC1393'THE TOP OF A ROCK AT NORTHEAST EDGE OF THE SMALL ROAD LEADING
 GC1393'NORTHWEST AND 1 1/2 FEET ABOVE THE TRACK.
 GC1393
 GC1393                          STATION RECOVERY (1984)
 GC1393
 GC1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1393'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1118 ***********************************************************************
 GC1118  CBN         -  This is a Cooperative Base Network Control Station.
 GC1118  DESIGNATION -  F 183
 GC1118  PID         -  GC1118
 GC1118  STATE/COUNTY-  TN/MONTGOMERY
 GC1118  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1118
 GC1118                         *CURRENT SURVEY CONTROL
 GC1118  ___________________________________________________________________
 GC1118* NAD 83(1995)-  36 37 18.22659(N)    087 25 13.35810(W)     ADJUSTED  
 GC1118* NAVD 88     -       162.980  (meters)     534.71   (feet)  ADJUSTED  
 GC1118  ___________________________________________________________________
 GC1118  X           -     230,675.828 (meters)                     COMP
 GC1118  Y           -  -5,120,058.657 (meters)                     COMP
 GC1118  Z           -   3,783,864.239 (meters)                     COMP
 GC1118  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GC1118  ELLIP HEIGHT-         133.31  (meters)          (08/03/04) GPS OBS
 GC1118  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1118  DYNAMIC HT  -         162.845 (meters)     534.27  (feet)  COMP
 GC1118  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 GC1118
 GC1118  HORZ ORDER  -  A
 GC1118  VERT ORDER  -  FIRST     CLASS II
 GC1118  ELLP ORDER  -  FOURTH    CLASS I
 GC1118
 GC1118.This mark is at Outlaw Field Airport (CKV)
 GC1118
 GC1118.The horizontal coordinates were established by GPS observations
 GC1118.and adjusted by the National Geodetic Survey in August 2004..
 GC1118
 GC1118.The orthometric height was determined by differential leveling
 GC1118.and adjusted by the National Geodetic Survey in June 1991..
 GC1118
 GC1118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC1118
 GC1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1118
 GC1118.The ellipsoidal height was determined by GPS observations
 GC1118.and is referenced to NAD 83.
 GC1118
 GC1118.The geoid height was determined by GEOID03.
 GC1118
 GC1118.The dynamic height is computed by dividing the NAVD 88
 GC1118.geopotential number by the normal gravity value computed on the
 GC1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1118.degrees latitude (g = 980.6199 gals.).
 GC1118
 GC1118.The modeled gravity was interpolated from observed gravity values.
 GC1118
 GC1118;                    North         East     Units Scale Factor Converg.
 GC1118;SPC TN       -   254,826.695   472,945.337   MT  1.00004280   -0 49 53.6
 GC1118;SPC TN       -   836,043.92  1,551,654.83   sFT  1.00004280   -0 49 53.6
 GC1118;SPC KY1Z     - 1,033,346.521 1,350,570.355   MT  1.00014238   -1 01 32.0
 GC1118;SPC KY1Z     - 3,390,237.71  4,430,996.24   sFT  1.00014238   -1 01 32.0
 GC1118;SPC KY S     -   533,325.433   350,588.128   MT  1.00002213   -1 00 46.9
 GC1118;SPC KY S     - 1,749,751.86  1,150,221.22   sFT  1.00002213   -1 00 46.9
 GC1118;UTM  16      - 4,052,993.202   462,411.920   MT  0.99961741   -0 15 02.8
 GC1118
 GC1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1118!SPC TN       -   0.99997908  x   1.00004280  =   1.00002188
 GC1118!SPC KY1Z     -   0.99997908  x   1.00014238  =   1.00012146
 GC1118!SPC KY S     -   0.99997908  x   1.00002213  =   1.00000121
 GC1118!UTM  16      -   0.99997908  x   0.99961741  =   0.99959650
 GC1118
 GC1118                          SUPERSEDED SURVEY CONTROL
 GC1118
 GC1118  NAD 83(1995)-  36 37 18.22665(N)    087 25 13.36172(W) AD(       ) 2
 GC1118  NAD 83(1995)-  36 37 18.22688(N)    087 25 13.36238(W) AD(       ) 2
 GC1118  NAD 83(1995)-  36 37 18.23435(N)    087 25 13.36455(W) AD(       ) 2
 GC1118  NAD 83(1986)-  36 37 18.23602(N)    087 25 13.36462(W) AD(       ) 2
 GC1118  NAD 27      -  36 37 18.06800(N)    087 25 13.33200(W) AD(       ) 2
 GC1118  NAVD 88 (08/03/04)  162.98   (m)          534.7    (f) LEVELING    3  
 GC1118  NGVD 29 (??/??/92)  163.038  (m)          534.90   (f) ADJ UNCH    1 2
 GC1118
 GC1118.Superseded values are not recommended for survey control.
 GC1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1118.See file dsdata.txt to determine how the superseded data were derived.
 GC1118
 GC1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6241252993(NAD 83)
 GC1118_MARKER: DB = BENCH MARK DISK
 GC1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1118_STAMPING: F 183 1949
 GC1118_MARK LOGO: CGS   
 GC1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1118+STABILITY: SURFACE MOTION
 GC1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1118+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 GC1118
 GC1118  HISTORY     - Date     Condition        Report By
 GC1118  HISTORY     - 1949     MONUMENTED       CGS
 GC1118  HISTORY     - 1953     GOOD             CGS
 GC1118  HISTORY     - 1960     GOOD             LOCSUR
 GC1118  HISTORY     - 1968     GOOD             NGS
 GC1118  HISTORY     - 1979     GOOD             LOCSUR
 GC1118  HISTORY     - 20010812 GOOD             TNDT
 GC1118  HISTORY     - 20031010 GOOD             TNDT
 GC1118  HISTORY     - 20051129 GOOD             CAS
 GC1118
 GC1118                          STATION DESCRIPTION
 GC1118
 GC1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1118'11.2 MI N FROM CLARKSVILLE.
 GC1118'11.25 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1118'STATION AT CLARKSVILLE, AT THE ENTRANCE ROAD TO OUTLAW FIELD
 GC1118'AIRPORT, 53 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 19
 GC1118'FEET NORTH OF THE CENTER LINE OF THE ENTRANCE ROAD, 3.5 FEET
 GC1118'NORTHEAST OF THE SOUTHEAST CORNER OF THE LARGE NORTH STONE MASONRY
 GC1118'GATE POST, 2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE GATE
 GC1118'POST, 87 FEET NORTHWEST OF THE CENTER OF A MONUMENT TO JOHN F.
 GC1118'OUTLAW, ACROSS TRACKS FROM EAST EDGOTEN RAILWAY YARD OFFICE,
 GC1118'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 GC1118'TRACK AND ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC1118'4 INCHES.
 GC1118
 GC1118                          STATION RECOVERY (1953)
 GC1118
 GC1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1118'STATION IS LOCATED 7 MILES NORTHWEST OF CLARKSVILLE ON THE GROUNDS OF
 GC1118'THE OUTLAW AIRPORT.  IT IS 22 FEET NORTH OF THE CENTER OF THE
 GC1118'ENTRANCE DRIVE TO THE AIRPORT, 2 FEET NORTH OF A WHITE WITNESS POST
 GC1118'AND 2 FEET EAST OF A LARGE STONE GATE POST.  THE MARK IS A CONCRETE
 GC1118'POST, 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND, WITH A STANDARD
 GC1118'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK ATOP STAMPED F
 GC1118'183 1949.
 GC1118'
 GC1118'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OUTLAW AND
 GC1118'THE DISTANCE IS 152.977 METERS (501.89 FEET).
 GC1118
 GC1118                          STATION RECOVERY (1960)
 GC1118
 GC1118'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC1118'STATION RECOVERED.
 GC1118
 GC1118                          STATION RECOVERY (1968)
 GC1118
 GC1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1118'RECOVERED IN GOOD CONDITION.
 GC1118
 GC1118                          STATION RECOVERY (1979)
 GC1118
 GC1118'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GC1118'RECOVERED IN GOOD CONDITION.
 GC1118
 GC1118                          STATION RECOVERY (2001)
 GC1118
 GC1118'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC1118'MASONRY GATEPOST, JOHN F. OUTLAW MONUMENT, AND RAILWAY YARD OFFICE
 GC1118'HAVE ALL BEEN DEMOLISHED.
 GC1118
 GC1118                          STATION RECOVERY (2003)
 GC1118
 GC1118'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC1118'RECOVERED AS DESCRIBED.
 GC1118
 GC1118                          STATION RECOVERY (2005)
 GC1118
 GC1118'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GC1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1119 ***********************************************************************
 FC1119  DESIGNATION -  F 184
 FC1119  PID         -  FC1119
 FC1119  STATE/COUNTY-  TN/HAMILTON
 FC1119  USGS QUAD   -  CHATTANOOGA (1976)
 FC1119
 FC1119                         *CURRENT SURVEY CONTROL
 FC1119  ___________________________________________________________________
 FC1119* NAD 83(1986)-  35 03 00.     (N)    085 16 40.     (W)     SCALED    
 FC1119* NAVD 88     -       203.322  (meters)     667.07   (feet)  ADJUSTED  
 FC1119  ___________________________________________________________________
 FC1119  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1119  DYNAMIC HT  -         203.120 (meters)     666.40  (feet)  COMP
 FC1119  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 FC1119
 FC1119  VERT ORDER  -  FIRST     CLASS II
 FC1119
 FC1119.The horizontal coordinates were scaled from a topographic map and have
 FC1119.an estimated accuracy of +/- 6 seconds.
 FC1119
 FC1119.The orthometric height was determined by differential leveling
 FC1119.and adjusted by the National Geodetic Survey in June 1991..
 FC1119
 FC1119.The geoid height was determined by GEOID03.
 FC1119
 FC1119.The dynamic height is computed by dividing the NAVD 88
 FC1119.geopotential number by the normal gravity value computed on the
 FC1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1119.degrees latitude (g = 980.6199 gals.).
 FC1119
 FC1119.The modeled gravity was interpolated from observed gravity values.
 FC1119
 FC1119;                    North         East    Units  Estimated Accuracy
 FC1119;SPC TN       -    79,760.      665,890.      MT  (+/- 180 meters Scaled)
 FC1119
 FC1119                          SUPERSEDED SURVEY CONTROL
 FC1119
 FC1119  NGVD 29 (??/??/92)  203.361  (m)          667.19   (f) ADJ UNCH    1 2
 FC1119
 FC1119.Superseded values are not recommended for survey control.
 FC1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1119.See file dsdata.txt to determine how the superseded data were derived.
 FC1119
 FC1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD570799(NAD 83)
 FC1119_MARKER: DB = BENCH MARK DISK
 FC1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1119_STAMPING: F 184 1950
 FC1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1119+STABILITY: SURFACE MOTION
 FC1119
 FC1119  HISTORY     - Date     Condition        Report By
 FC1119  HISTORY     - 1950     MONUMENTED       CGS
 FC1119  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1119  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1119
 FC1119                          STATION DESCRIPTION
 FC1119
 FC1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1119'AT CHATTANOOGA.
 FC1119'AT CHATTANOOGA, ABOUT 0.45 MILE NORTHEAST ALONG THE SOUTHERN
 FC1119'RAILWAY FROM THE EAST THIRD STREET VIADUCT OVER THE RAILWAY YARDS,
 FC1119'NEAR THE NORTHEAST END OF THE RAILWAY YARDS, AT MILE POST 336,
 FC1119'229 FEET SOUTH-SOUTHWEST OF A SWITCH POST TO A SIDE TRACK SOUTH
 FC1119'TO WOOD PRESERVING YARD, 72 1/2 FEET SOUTHEAST AND ACROSS THE
 FC1119'TRACK FROM MILE POST 336, 28 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FC1119'OF THE EXTREME SOUTHEAST TRACK, 6 1/2 FEET EAST OF THE EAST
 FC1119'CORNER OF THE NORTHEAST FOUNDATION BLOCK OF STEEL FRAME SEMAPHORE
 FC1119'BLOCK NO. 336.1, 1 1/2 FEET SOUTH OF A T.V.A. STEEL WITNESS POST,
 FC1119'ABOUT 4 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1119'POST PROJECTING 3 INCHES.
 FC1119
 FC1119                          STATION RECOVERY (1972)
 FC1119
 FC1119'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1119'MARK NOT FOUND.
 FC1119
 FC1119                          STATION RECOVERY (1983)
 FC1119
 FC1119'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0290 ***********************************************************************
 FD0290  DESIGNATION -  F 185
 FD0290  PID         -  FD0290
 FD0290  STATE/COUNTY-  TN/MARSHALL
 FD0290  USGS QUAD   -  LEWISBURG (1981)
 FD0290
 FD0290                         *CURRENT SURVEY CONTROL
 FD0290  ___________________________________________________________________
 FD0290* NAD 83(1986)-  35 29 14.     (N)    086 49 51.     (W)     SCALED    
 FD0290* NAVD 88     -       261.339  (meters)     857.41   (feet)  ADJUSTED  
 FD0290  ___________________________________________________________________
 FD0290  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0290  DYNAMIC HT  -         261.105 (meters)     856.64  (feet)  COMP
 FD0290  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 FD0290
 FD0290  VERT ORDER  -  FIRST     CLASS II
 FD0290
 FD0290.The horizontal coordinates were scaled from a topographic map and have
 FD0290.an estimated accuracy of +/- 6 seconds.
 FD0290
 FD0290.The orthometric height was determined by differential leveling
 FD0290.and adjusted by the National Geodetic Survey in June 1991..
 FD0290
 FD0290.The geoid height was determined by GEOID03.
 FD0290
 FD0290.The dynamic height is computed by dividing the NAVD 88
 FD0290.geopotential number by the normal gravity value computed on the
 FD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0290.degrees latitude (g = 980.6199 gals.).
 FD0290
 FD0290.The modeled gravity was interpolated from observed gravity values.
 FD0290
 FD0290;                    North         East    Units  Estimated Accuracy
 FD0290;SPC TN       -   128,340.      524,610.      MT  (+/- 180 meters Scaled)
 FD0290
 FD0290                          SUPERSEDED SURVEY CONTROL
 FD0290
 FD0290  NGVD 29 (??/??/92)  261.314  (m)          857.33   (f) ADJ UNCH    1 2
 FD0290
 FD0290.Superseded values are not recommended for survey control.
 FD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0290.See file dsdata.txt to determine how the superseded data were derived.
 FD0290
 FD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE153270(NAD 83)
 FD0290_MARKER: DB = BENCH MARK DISK
 FD0290_SETTING: 66 = SET IN ROCK OUTCROP
 FD0290_SP_SET: ROCK OUTCROP
 FD0290_STAMPING: F 185 1949
 FD0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0290+STABILITY: POSITION/ELEVATION WELL
 FD0290
 FD0290  HISTORY     - Date     Condition        Report By
 FD0290  HISTORY     - 1949     MONUMENTED       CGS
 FD0290
 FD0290                          STATION DESCRIPTION
 FD0290
 FD0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0290'3.9 MI NW FROM LEWISBURG.
 FD0290'2.35 MILES NORTHWEST ALONG FRANKLIN PIKE ROAD FROM HARDISON
 FD0290'GRAMMAR SCHOOL AT LEWISBURG, THENCE ABOUT 1.55 MILES NORTHWEST
 FD0290'ALONG A GRAVEL ROAD, ON A HILL DECENDING SOUTH AT THE JUNCTION
 FD0290'OF A DIM ROAD EAST, ABOUT 0.15 MILE NORTH OF A WHITE HOUSE
 FD0290'WEST OF ROAD, SET IN THE TOP OF THE NORTH END OF AN OUTCROP
 FD0290'OF ROCK ABOUT 12 BY 6-FEET, 108 FEET NORTH OF THE CENTER OF THE
 FD0290'JUNCTION OF THE DIM ROAD EAST, 25.8 FEET NORTH-NORTHEAST OF
 FD0290'AN IRREGULAR BODIED CEDAR TREE, 24 1/2 FEET EAST OF THE CENTER
 FD0290'LINE OF THE ROAD, 8 1/2 FEET NORTHWEST OF A 6-INCH FORKED
 FD0290'CEDAR TREE, 6 1/2 FEET WEST OF A FENCE LINE AND ABOUT 2 FEET
 FD0290'ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0047 ***********************************************************************
 FD0047  DESIGNATION -  F 186
 FD0047  PID         -  FD0047
 FD0047  STATE/COUNTY-  TN/RUTHERFORD
 FD0047  USGS QUAD   -  WALTERHILL (1998)
 FD0047
 FD0047                         *CURRENT SURVEY CONTROL
 FD0047  ___________________________________________________________________
 FD0047* NAD 83(1986)-  35 54 59.     (N)    086 28 16.     (W)     SCALED    
 FD0047* NAVD 88     -       172.658  (meters)     566.46   (feet)  ADJUSTED  
 FD0047  ___________________________________________________________________
 FD0047  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0047  DYNAMIC HT  -         172.509 (meters)     565.97  (feet)  COMP
 FD0047  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 FD0047
 FD0047  VERT ORDER  -  FIRST     CLASS II
 FD0047
 FD0047.The horizontal coordinates were scaled from a topographic map and have
 FD0047.an estimated accuracy of +/- 6 seconds.
 FD0047
 FD0047.The orthometric height was determined by differential leveling
 FD0047.and adjusted by the National Geodetic Survey in June 1991..
 FD0047
 FD0047.The geoid height was determined by GEOID03.
 FD0047
 FD0047.The dynamic height is computed by dividing the NAVD 88
 FD0047.geopotential number by the normal gravity value computed on the
 FD0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0047.degrees latitude (g = 980.6199 gals.).
 FD0047
 FD0047.The modeled gravity was interpolated from observed gravity values.
 FD0047
 FD0047;                    North         East    Units  Estimated Accuracy
 FD0047;SPC TN       -   175,740.      557,480.      MT  (+/- 180 meters Scaled)
 FD0047
 FD0047                          SUPERSEDED SURVEY CONTROL
 FD0047
 FD0047  NGVD 29 (??/??/92)  172.674  (m)          566.51   (f) ADJ UNCH    1 2
 FD0047
 FD0047.Superseded values are not recommended for survey control.
 FD0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0047.See file dsdata.txt to determine how the superseded data were derived.
 FD0047
 FD0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE477748(NAD 83)
 FD0047_MARKER: DB = BENCH MARK DISK
 FD0047_SETTING: 66 = SET IN ROCK OUTCROP
 FD0047_SP_SET: ROCK OUTCROP
 FD0047_STAMPING: F 186 1949
 FD0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0047+STABILITY: POSITION/ELEVATION WELL
 FD0047
 FD0047  HISTORY     - Date     Condition        Report By
 FD0047  HISTORY     - 1949     MONUMENTED       CGS
 FD0047  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0047
 FD0047                          STATION DESCRIPTION
 FD0047
 FD0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0047'5.7 MI SE FROM SMYRNA.
 FD0047'5.0 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0047'LOUIS RAILWAY FROM THE STATION AT SMYRNA, THENCE ABOUT 0.7 MILE
 FD0047'SOUTH ALONG A GRAVEL ROAD, AT THE SKY HARBOR AIRPORT, SET IN THE
 FD0047'TOP OF AN OUTCROPPING OF ROCK, 80 FEET WEST OF THE SOUTHWEST
 FD0047'CORNER OF THE HANGAR, 69.3 FEET EAST-SOUTHEAST OF THE FLAG POLE,
 FD0047'70 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING,
 FD0047'31.3 FEET SOUTHWEST OF A FENCE LINE AND ABOUT 1/4 FOOT ABOVE
 FD0047'THE GROUND.
 FD0047
 FD0047                          STATION RECOVERY (2001)
 FD0047
 FD0047'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 FD0047'MARK WAS LOCATED AT AN AIRPORT WHICH NO LONGER EXISTS. ALL EVIDENCE OF
 FD0047'AIRFIELD AND ASSOCIATED STRUCTURES HAS BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0411 ***********************************************************************
 GC0411  DESIGNATION -  F 187
 GC0411  PID         -  GC0411
 GC0411  STATE/COUNTY-  TN/DAVIDSON
 GC0411  USGS QUAD   -  ANTIOCH (1983)
 GC0411
 GC0411                         *CURRENT SURVEY CONTROL
 GC0411  ___________________________________________________________________
 GC0411* NAD 83(1986)-  36 03 35.     (N)    086 40 17.     (W)     SCALED    
 GC0411* NAVD 88     -       152.617  (meters)     500.71   (feet)  ADJUSTED  
 GC0411  ___________________________________________________________________
 GC0411  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC0411  DYNAMIC HT  -         152.486 (meters)     500.28  (feet)  COMP
 GC0411  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GC0411
 GC0411  VERT ORDER  -  FIRST     CLASS II
 GC0411
 GC0411.The horizontal coordinates were scaled from a topographic map and have
 GC0411.an estimated accuracy of +/- 6 seconds.
 GC0411
 GC0411.The orthometric height was determined by differential leveling
 GC0411.and adjusted by the National Geodetic Survey in June 1991..
 GC0411
 GC0411.The geoid height was determined by GEOID03.
 GC0411
 GC0411.The dynamic height is computed by dividing the NAVD 88
 GC0411.geopotential number by the normal gravity value computed on the
 GC0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0411.degrees latitude (g = 980.6199 gals.).
 GC0411
 GC0411.The modeled gravity was interpolated from observed gravity values.
 GC0411
 GC0411;                    North         East    Units  Estimated Accuracy
 GC0411;SPC TN       -   191,750.      539,510.      MT  (+/- 180 meters Scaled)
 GC0411
 GC0411                          SUPERSEDED SURVEY CONTROL
 GC0411
 GC0411  NGVD 29 (??/??/92)  152.640  (m)          500.79   (f) ADJ UNCH    1 2
 GC0411
 GC0411.Superseded values are not recommended for survey control.
 GC0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0411.See file dsdata.txt to determine how the superseded data were derived.
 GC0411
 GC0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE295906(NAD 83)
 GC0411_MARKER: DB = BENCH MARK DISK
 GC0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0411_SP_SET: BRIDGE
 GC0411_STAMPING: F 187 1949
 GC0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0411
 GC0411  HISTORY     - Date     Condition        Report By
 GC0411  HISTORY     - 1949     MONUMENTED       CGS
 GC0411  HISTORY     - 1975     GOOD             NGS
 GC0411
 GC0411                          STATION DESCRIPTION
 GC0411
 GC0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0411'AT ANTIOCH.
 GC0411'AT ANTIOCH, AT THE JUNCTION OF A BLACK TOP ROAD SOUTH AND AN
 GC0411'EAST-WEST BLACK TOP ROAD, ON SOUTHWEST SIDE OF THE NASHVILLE,
 GC0411'CHATTANOOGA AND ST. LOUIS RAILWAY TRACK, 147 FEET WEST-SOUTHWEST
 GC0411'OF THE SOUTH CORNER OF THE FLAG STATION, 60 FEET SOUTHWEST OF
 GC0411'THE CENTER OF THE JUNCTION OF THE EAST-WEST ROAD AND ROAD SOUTH,
 GC0411'SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A
 GC0411'CONCRETE BRIDGE OVER MILL CREEK ALONG BLACK TOP ROAD SOUTH,
 GC0411'15 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH AND ABOUT 4
 GC0411'FEET BELOW THE ROAD.
 GC0411
 GC0411                          STATION RECOVERY (1975)
 GC0411
 GC0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GC0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0386 ***********************************************************************
 GC0386  DESIGNATION -  F 188
 GC0386  PID         -  GC0386
 GC0386  STATE/COUNTY-  TN/DAVIDSON
 GC0386  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0386
 GC0386                         *CURRENT SURVEY CONTROL
 GC0386  ___________________________________________________________________
 GC0386* NAD 83(1986)-  36 10 51.     (N)    086 48 06.     (W)     SCALED    
 GC0386* NAVD 88     -       147.354  (meters)     483.44   (feet)  ADJUSTED  
 GC0386  ___________________________________________________________________
 GC0386  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0386  DYNAMIC HT  -         147.228 (meters)     483.03  (feet)  COMP
 GC0386  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC0386
 GC0386  VERT ORDER  -  FIRST     CLASS II
 GC0386
 GC0386.The horizontal coordinates were scaled from a topographic map and have
 GC0386.an estimated accuracy of +/- 6 seconds.
 GC0386
 GC0386.The orthometric height was determined by differential leveling
 GC0386.and adjusted by the National Geodetic Survey in June 1991..
 GC0386
 GC0386.The geoid height was determined by GEOID03.
 GC0386
 GC0386.The dynamic height is computed by dividing the NAVD 88
 GC0386.geopotential number by the normal gravity value computed on the
 GC0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0386.degrees latitude (g = 980.6199 gals.).
 GC0386
 GC0386.The modeled gravity was interpolated from observed gravity values.
 GC0386
 GC0386;                    North         East    Units  Estimated Accuracy
 GC0386;SPC TN       -   205,280.      527,890.      MT  (+/- 180 meters Scaled)
 GC0386
 GC0386                          SUPERSEDED SURVEY CONTROL
 GC0386
 GC0386  NGVD 29 (??/??/92)  147.382  (m)          483.54   (f) ADJ UNCH    1 2
 GC0386
 GC0386.Superseded values are not recommended for survey control.
 GC0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0386.See file dsdata.txt to determine how the superseded data were derived.
 GC0386
 GC0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF178040(NAD 83)
 GC0386_MARKER: DB = BENCH MARK DISK
 GC0386_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC0386+WITH SETTING: PAVEMENT
 GC0386_STAMPING: F 188 1949
 GC0386_MARK LOGO: CGS   
 GC0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0386
 GC0386  HISTORY     - Date     Condition        Report By
 GC0386  HISTORY     - 1949     MONUMENTED       CGS
 GC0386  HISTORY     - 1960     GOOD             NGS
 GC0386  HISTORY     - 1984     GOOD             NGS
 GC0386  HISTORY     - 19870808 GOOD             LOCSUR
 GC0386
 GC0386                          STATION DESCRIPTION
 GC0386
 GC0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0386'AT NASHVILLE.
 GC0386'AT NASHVILLE, AT THE INTERSECTION OF 9TH AVENUE NORTH AND BUCHANAN
 GC0386'STREET, AT THE R.W. JONES SCHOOL, SET VERTICALLY IN THE SOUTH
 GC0386'FOUNDATION OF THE SCHOOL BUILDING, 1 1/2 FEET EAST OF THE SOUTHWEST
 GC0386'CORNER AND ABOUT 1/2 FOOT ABOVE THE GROUND.
 GC0386
 GC0386                          STATION RECOVERY (1960)
 GC0386
 GC0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0386'RECOVERED IN GOOD CONDITION.
 GC0386
 GC0386                          STATION RECOVERY (1984)
 GC0386
 GC0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0386'RECOVERED IN GOOD CONDITION.
 GC0386'THE MARK IS 0.15 M ABOVE GROUND.
 GC0386
 GC0386                          STATION RECOVERY (1987)
 GC0386
 GC0386'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1887 ***********************************************************************
 FB1887  DESIGNATION -  F 189
 FB1887  PID         -  FB1887
 FB1887  STATE/COUNTY-  TN/KNOX
 FB1887  USGS QUAD   -  KNOXVILLE (1978)
 FB1887
 FB1887                         *CURRENT SURVEY CONTROL
 FB1887  ___________________________________________________________________
 FB1887* NAD 83(1986)-  35 58 13.     (N)    083 55 15.     (W)     SCALED    
 FB1887* NAVD 88     -       276.855  (meters)     908.32   (feet)  ADJUSTED  
 FB1887  ___________________________________________________________________
 FB1887  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1887  DYNAMIC HT  -         276.600 (meters)     907.48  (feet)  COMP
 FB1887  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 FB1887
 FB1887  VERT ORDER  -  FIRST     CLASS I
 FB1887
 FB1887.The horizontal coordinates were scaled from a topographic map and have
 FB1887.an estimated accuracy of +/- 6 seconds.
 FB1887
 FB1887.The orthometric height was determined by differential leveling
 FB1887.and adjusted by the National Geodetic Survey in June 1991..
 FB1887
 FB1887.The geoid height was determined by GEOID03.
 FB1887
 FB1887.The dynamic height is computed by dividing the NAVD 88
 FB1887.geopotential number by the normal gravity value computed on the
 FB1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1887.degrees latitude (g = 980.6199 gals.).
 FB1887
 FB1887.The modeled gravity was interpolated from observed gravity values.
 FB1887
 FB1887;                    North         East    Units  Estimated Accuracy
 FB1887;SPC TN       -   183,610.      787,510.      MT  (+/- 180 meters Scaled)
 FB1887
 FB1887                          SUPERSEDED SURVEY CONTROL
 FB1887
 FB1887  NGVD 29 (12/12/91)  276.988  (m)          908.75   (f) ADJUSTED    1 1
 FB1887
 FB1887.Superseded values are not recommended for survey control.
 FB1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1887.See file dsdata.txt to determine how the superseded data were derived.
 FB1887
 FB1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366845(NAD 83)
 FB1887_MARKER: DB = BENCH MARK DISK
 FB1887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1887_SP_SET: PILLAR
 FB1887_STAMPING: F 189 1950
 FB1887_MARK LOGO: CGS   
 FB1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1887
 FB1887  HISTORY     - Date     Condition        Report By
 FB1887  HISTORY     - 1950     MONUMENTED       CGS
 FB1887  HISTORY     - 1968     GOOD             NGS
 FB1887  HISTORY     - 1983     GOOD             NGS
 FB1887  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB1887
 FB1887                          STATION DESCRIPTION
 FB1887
 FB1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1887'AT KNOXVILLE.
 FB1887'AT KNOXVILLE, ABOUT 0.1 MILE NORTHEAST OF THE GAY STREET OVERPASS
 FB1887'OVER THE SOUTHERN RAILWAY, AT THE DEPOT AVENUE ENTRANCE TO THE
 FB1887'SOUTHERN RAILWAY PASSENGER STATION, SET VERTICALLY IN THE NORTHWEST
 FB1887'FACE OF A BRICK PILLAR AT THE NORTHEAST EDGE OF THE ENTRANCE TO
 FB1887'THE STATION, (THE BRICK PILLAR IS 4 FEET SQUARE), 1 FOOT NORTHEAST
 FB1887'OF THE WEST CORNER OF THE PILLAR, 2 FEET ABOVE THE CONCRETE WALK
 FB1887'WHICH LEADS FROM DEPOT AVENUE TO THE STATION AND 3 FEET ABOVE THE
 FB1887'LEVEL OF THE AVENUE.
 FB1887
 FB1887                          STATION RECOVERY (1983)
 FB1887
 FB1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1887'RECOVERED IN GOOD CONDITION.
 FB1887
 FB1887                          STATION RECOVERY (2001)
 FB1887
 FB1887'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0053 ***********************************************************************
 FE0053  DESIGNATION -  F 19
 FE0053  PID         -  FE0053
 FE0053  STATE/COUNTY-  TN/CARROLL
 FE0053  USGS QUAD   -  BUENA VISTA (1973)
 FE0053
 FE0053                         *CURRENT SURVEY CONTROL
 FE0053  ___________________________________________________________________
 FE0053* NAD 83(1986)-  35 53 45.     (N)    088 18 47.     (W)     SCALED    
 FE0053* NAVD 88     -       132.300  (meters)     434.05   (feet)  ADJUSTED  
 FE0053  ___________________________________________________________________
 FE0053  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FE0053  DYNAMIC HT  -         132.185 (meters)     433.68  (feet)  COMP
 FE0053  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 FE0053
 FE0053  VERT ORDER  -  FIRST     CLASS II
 FE0053
 FE0053.The horizontal coordinates were scaled from a topographic map and have
 FE0053.an estimated accuracy of +/- 6 seconds.
 FE0053
 FE0053.The orthometric height was determined by differential leveling
 FE0053.and adjusted by the National Geodetic Survey in June 1991..
 FE0053
 FE0053.The geoid height was determined by GEOID03.
 FE0053
 FE0053.The dynamic height is computed by dividing the NAVD 88
 FE0053.geopotential number by the normal gravity value computed on the
 FE0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0053.degrees latitude (g = 980.6199 gals.).
 FE0053
 FE0053.The modeled gravity was interpolated from observed gravity values.
 FE0053
 FE0053;                    North         East    Units  Estimated Accuracy
 FE0053;SPC TN       -   175,830.      391,200.      MT  (+/- 180 meters Scaled)
 FE0053
 FE0053                          SUPERSEDED SURVEY CONTROL
 FE0053
 FE0053  NGVD 29 (??/??/??)  132.321  (m)          434.12   (f) ADJUSTED    1 2
 FE0053
 FE0053.Superseded values are not recommended for survey control.
 FE0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0053.See file dsdata.txt to determine how the superseded data were derived.
 FE0053
 FE0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE814731(NAD 83)
 FE0053_MARKER: DB = BENCH MARK DISK
 FE0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0053_STAMPING: 434.287 F 19 1934
 FE0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0053+STABILITY: SURFACE MOTION
 FE0053
 FE0053  HISTORY     - Date     Condition        Report By
 FE0053  HISTORY     - 1934     MONUMENTED       CGS
 FE0053  HISTORY     - 1935     GOOD             CGS
 FE0053  HISTORY     - 1973     GOOD             TVA
 FE0053
 FE0053                          STATION DESCRIPTION
 FE0053
 FE0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0053'AT WESTPORT.
 FE0053'AT WESTPORT, CARROLL COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FE0053'ST. LOUIS RAILWAY, 125 FEET NORTH OF THE STATION, 13-1/2 POLES
 FE0053'SOUTH OF MILEPOST 98, OPPOSITE SURVEY STATION 5184+40, AND 40
 FE0053'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 FE0053'STAMPED 434.287 F 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0053'NOTE-- DEPOT REMOVED. 34.8 W OF CENTERLINE OF MAIN TRACK 44.65
 FE0053'N 30 E FROM D.X. GAS SIGN.
 FE0053
 FE0053                          STATION RECOVERY (1973)
 FE0053
 FE0053'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0479 ***********************************************************************
 GB0479  DESIGNATION -  F 190
 GB0479  PID         -  GB0479
 GB0479  STATE/COUNTY-  TN/ANDERSON
 GB0479  USGS QUAD   -  POWELL (1976)
 GB0479
 GB0479                         *CURRENT SURVEY CONTROL
 GB0479  ___________________________________________________________________
 GB0479* NAD 83(1986)-  36 03 20.     (N)    084 07 11.     (W)     SCALED    
 GB0479* NAVD 88     -       306.456  (meters)    1005.43   (feet)  ADJUSTED  
 GB0479  ___________________________________________________________________
 GB0479  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GB0479  DYNAMIC HT  -         306.175 (meters)    1004.51  (feet)  COMP
 GB0479  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 GB0479
 GB0479  VERT ORDER  -  FIRST     CLASS II
 GB0479
 GB0479.The horizontal coordinates were scaled from a topographic map and have
 GB0479.an estimated accuracy of +/- 6 seconds.
 GB0479
 GB0479.The orthometric height was determined by differential leveling
 GB0479.and adjusted by the National Geodetic Survey in June 1991..
 GB0479
 GB0479.The geoid height was determined by GEOID03.
 GB0479
 GB0479.The dynamic height is computed by dividing the NAVD 88
 GB0479.geopotential number by the normal gravity value computed on the
 GB0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0479.degrees latitude (g = 980.6199 gals.).
 GB0479
 GB0479.The modeled gravity was interpolated from observed gravity values.
 GB0479
 GB0479;                    North         East    Units  Estimated Accuracy
 GB0479;SPC TN       -   192,710.      769,400.      MT  (+/- 180 meters Scaled)
 GB0479
 GB0479                          SUPERSEDED SURVEY CONTROL
 GB0479
 GB0479  NGVD 29 (??/??/92)  306.586  (m)         1005.86   (f) ADJ UNCH    1 2
 GB0479
 GB0479.Superseded values are not recommended for survey control.
 GB0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0479.See file dsdata.txt to determine how the superseded data were derived.
 GB0479
 GB0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE594939(NAD 83)
 GB0479_MARKER: DB = BENCH MARK DISK
 GB0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0479_STAMPING: F 190 1950
 GB0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0479+STABILITY: SURFACE MOTION
 GB0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0479+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002
 GB0479
 GB0479  HISTORY     - Date     Condition        Report By
 GB0479  HISTORY     - 1950     MONUMENTED       CGS
 GB0479  HISTORY     - 1967     GOOD             NGS
 GB0479  HISTORY     - 1973     GOOD             LOCSUR
 GB0479  HISTORY     - 20020330 GOOD             INDIV
 GB0479
 GB0479                          STATION DESCRIPTION
 GB0479
 GB0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0479'4 MI SE FROM CLINTON.
 GB0479'ABOUT 3.3 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0479'STATION AT CLINTON, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK
 GB0479'TOP ROAD, THENCE ABOUT 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 25W,
 GB0479'ALSO MAY BE REACHED BY GOING ABOUT 3.5 MILES SOUTHEAST ALONG U.S.
 GB0479'HIGHWAY 25W FROM THE COUNTY COURT HOUSE AT CLINTON, ON THE
 GB0479'NORTH SLOPE OF A LONG HILL, NEAR A ONE STORY WHITE FRAME HOUSE,
 GB0479'83 1/2 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANES OF
 GB0479'THE HIGHWAY, 34.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GB0479'NORTH WING OF THE HOUSE, 40 FEET SOUTH OF THE WEST ONE OF TWO
 GB0479'HIGHWAY RIGHT-OF-WAY POSTS, ABOUT LEVEL WITH THE HIGHWAY AND SET
 GB0479'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 GB0479'OF THE GROUND.
 GB0479
 GB0479                          STATION RECOVERY (1973)
 GB0479
 GB0479'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0479'RECOVERED IN GOOD CONDITION.
 GB0479
 GB0479                          STATION RECOVERY (2002)
 GB0479
 GB0479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (NDF)
 GB0479'RECOVERED BY REGISTERED LAND SURVEYOR. MORE SPECIFIC COORDINATES LAT
 GB0479'36 03 21.3621 (N) LONG 84 07 11.8441 (W) +/- 1 FOOT. COORDINATES ARE
 GB0479'FOR LOCATIONAL PURPOSES ONLY. DETERMINED BY GPS OBSERVATIONS ON SAME
 GB0479'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0847 ***********************************************************************
 GB0847  DESIGNATION -  F 191
 GB0847  PID         -  GB0847
 GB0847  STATE/COUNTY-  TN/MORGAN
 GB0847  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0847
 GB0847                         *CURRENT SURVEY CONTROL
 GB0847  ___________________________________________________________________
 GB0847* NAD 83(1986)-  36 01 37.     (N)    084 34 41.     (W)     SCALED    
 GB0847* NAVD 88     -       250.810  (meters)     822.87   (feet)  ADJUSTED  
 GB0847  ___________________________________________________________________
 GB0847  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GB0847  DYNAMIC HT  -         250.584 (meters)     822.12  (feet)  COMP
 GB0847  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 GB0847
 GB0847  VERT ORDER  -  FIRST     CLASS I
 GB0847
 GB0847.The horizontal coordinates were scaled from a topographic map and have
 GB0847.an estimated accuracy of +/- 6 seconds.
 GB0847
 GB0847.The orthometric height was determined by differential leveling
 GB0847.and adjusted by the National Geodetic Survey in June 1991..
 GB0847
 GB0847.The geoid height was determined by GEOID03.
 GB0847
 GB0847.The dynamic height is computed by dividing the NAVD 88
 GB0847.geopotential number by the normal gravity value computed on the
 GB0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0847.degrees latitude (g = 980.6199 gals.).
 GB0847
 GB0847.The modeled gravity was interpolated from observed gravity values.
 GB0847
 GB0847;                    North         East    Units  Estimated Accuracy
 GB0847;SPC TN       -   188,840.      728,150.      MT  (+/- 180 meters Scaled)
 GB0847
 GB0847                          SUPERSEDED SURVEY CONTROL
 GB0847
 GB0847  NGVD 29 (??/??/92)  250.925  (m)          823.24   (f) ADJ UNCH    1 1
 GB0847
 GB0847.Superseded values are not recommended for survey control.
 GB0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0847.See file dsdata.txt to determine how the superseded data were derived.
 GB0847
 GB0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE182896(NAD 83)
 GB0847_MARKER: DB = BENCH MARK DISK
 GB0847_SETTING: 66 = SET IN ROCK OUTCROP
 GB0847_SP_SET: ROCK OUTCROP
 GB0847_STAMPING: F 191 1950
 GB0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0847+STABILITY: POSITION/ELEVATION WELL
 GB0847
 GB0847  HISTORY     - Date     Condition        Report By
 GB0847  HISTORY     - 1950     MONUMENTED       CGS
 GB0847  HISTORY     - 1968     GOOD             NGS
 GB0847
 GB0847                          STATION DESCRIPTION
 GB0847
 GB0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0847'3 MI N FROM OAKDALE.
 GB0847'ABOUT 3.05 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0847'AT OAKDALE, 0.25 MILE SOUTHEAST OF MILEPOST 251, 138 YARDS
 GB0847'SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED
 GB0847'ROAD, 96 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE
 GB0847'TOP OF A ROCK OUTCROP WHICH PROJECTS 5 FEET ON THE SOUTHWEST SIDE,
 GB0847'54 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 115 FEET NORTH
 GB0847'OF A TELEPHONE POLE WHICH BEARS AN ELECTRIC METER, 64 FEET EAST
 GB0847'OF THE EAST CORNER OF A METAL BUILDING, 28 FEET SOUTH OF A 25-INCH
 GB0847'OAK TREE, 4.2 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 3 FEET
 GB0847'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1065 ***********************************************************************
 FC1065  DESIGNATION -  F 192
 FC1065  PID         -  FC1065
 FC1065  STATE/COUNTY-  TN/RHEA
 FC1065  USGS QUAD   -  GRAYSVILLE (1990)
 FC1065
 FC1065                         *CURRENT SURVEY CONTROL
 FC1065  ___________________________________________________________________
 FC1065* NAD 83(1986)-  35 27 42.     (N)    085 02 49.     (W)     SCALED    
 FC1065* NAVD 88     -       243.138  (meters)     797.70   (feet)  ADJUSTED  
 FC1065  ___________________________________________________________________
 FC1065  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1065  DYNAMIC HT  -         242.904 (meters)     796.93  (feet)  COMP
 FC1065  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 FC1065
 FC1065  VERT ORDER  -  FIRST     CLASS II
 FC1065
 FC1065.The horizontal coordinates were scaled from a topographic map and have
 FC1065.an estimated accuracy of +/- 6 seconds.
 FC1065
 FC1065.The orthometric height was determined by differential leveling
 FC1065.and adjusted by the National Geodetic Survey in June 1991..
 FC1065
 FC1065.The geoid height was determined by GEOID03.
 FC1065
 FC1065.The dynamic height is computed by dividing the NAVD 88
 FC1065.geopotential number by the normal gravity value computed on the
 FC1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1065.degrees latitude (g = 980.6199 gals.).
 FC1065
 FC1065.The modeled gravity was interpolated from observed gravity values.
 FC1065
 FC1065;                    North         East    Units  Estimated Accuracy
 FC1065;SPC TN       -   125,610.      686,510.      MT  (+/- 180 meters Scaled)
 FC1065
 FC1065                          SUPERSEDED SURVEY CONTROL
 FC1065
 FC1065  NGVD 29 (??/??/92)  243.202  (m)          797.91   (f) ADJ UNCH    1 2
 FC1065
 FC1065.Superseded values are not recommended for survey control.
 FC1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1065.See file dsdata.txt to determine how the superseded data were derived.
 FC1065
 FC1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE772259(NAD 83)
 FC1065_MARKER: DB = BENCH MARK DISK
 FC1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1065_STAMPING: F 192 1950
 FC1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1065+STABILITY: SURFACE MOTION
 FC1065
 FC1065  HISTORY     - Date     Condition        Report By
 FC1065  HISTORY     - 1950     MONUMENTED       CGS
 FC1065  HISTORY     - 1972     GOOD             TVA
 FC1065
 FC1065                          STATION DESCRIPTION
 FC1065
 FC1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1065'2.4 MI NE FROM GRAYSVILLE.
 FC1065'ABOUT 2.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1065'STATION AT GRAYSVILLE, ABOUT 2.9 MILES SOUTHWEST OF THE STATION
 FC1065'AT DAYTON, AT A ROAD CROSSING, 47 FEET NORTHWEST OF THE NORTHWEST
 FC1065'RAIL, 79 FEET NORTH OF THE NORTHWEST END OF A RAILWAY CULVERT,
 FC1065'30 FEET EAST OF A 12-INCH CEDAR TREE, 89 FEET WEST OF THE CENTER
 FC1065'OF THE CROSSING, 40 FEET WEST OF THE CROSSING SIGN, 5.5 FEET
 FC1065'SOUTHWEST OF AN END POST IN FENCE LINE, 1 FOOT SOUTHEAST OF THE
 FC1065'FENCE LINE, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST,
 FC1065'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1065'POST PROJECTING 4 INCHES.
 FC1065
 FC1065                          STATION RECOVERY (1972)
 FC1065
 FC1065'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0770 ***********************************************************************
 FC0770  DESIGNATION -  F 193
 FC0770  PID         -  FC0770
 FC0770  STATE/COUNTY-  TN/MEIGS
 FC0770  USGS QUAD   -  TRANQUILLITY (1990)
 FC0770
 FC0770                         *CURRENT SURVEY CONTROL
 FC0770  ___________________________________________________________________
 FC0770* NAD 83(1986)-  35 37 10.     (N)    084 42 55.     (W)     SCALED    
 FC0770* NAVD 88     -       238.086  (meters)     781.12   (feet)  ADJUSTED  
 FC0770  ___________________________________________________________________
 FC0770  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0770  DYNAMIC HT  -         237.859 (meters)     780.38  (feet)  COMP
 FC0770  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 FC0770
 FC0770  VERT ORDER  -  FIRST     CLASS II
 FC0770
 FC0770.The horizontal coordinates were scaled from a topographic map and have
 FC0770.an estimated accuracy of +/- 6 seconds.
 FC0770
 FC0770.The orthometric height was determined by differential leveling
 FC0770.and adjusted by the National Geodetic Survey in June 1991..
 FC0770
 FC0770.The geoid height was determined by GEOID03.
 FC0770
 FC0770.The dynamic height is computed by dividing the NAVD 88
 FC0770.geopotential number by the normal gravity value computed on the
 FC0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0770.degrees latitude (g = 980.6199 gals.).
 FC0770
 FC0770.The modeled gravity was interpolated from observed gravity values.
 FC0770
 FC0770;                    North         East    Units  Estimated Accuracy
 FC0770;SPC TN       -   143,460.      716,380.      MT  (+/- 180 meters Scaled)
 FC0770
 FC0770                          SUPERSEDED SURVEY CONTROL
 FC0770
 FC0770  NGVD 29 (??/??/92)  238.168  (m)          781.39   (f) ADJ UNCH    1 2
 FC0770
 FC0770.Superseded values are not recommended for survey control.
 FC0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0770.See file dsdata.txt to determine how the superseded data were derived.
 FC0770
 FC0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE069441(NAD 83)
 FC0770_MARKER: DB = BENCH MARK DISK
 FC0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0770_STAMPING: F 193 1950
 FC0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0770+STABILITY: SURFACE MOTION
 FC0770
 FC0770  HISTORY     - Date     Condition        Report By
 FC0770  HISTORY     - 1950     MONUMENTED       CGS
 FC0770
 FC0770                          STATION DESCRIPTION
 FC0770
 FC0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0770'2.3 MI E FROM PEAKLAND.
 FC0770'2.3 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0770'PEAKLAND, ABOUT 0.5 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 58,
 FC0770'AT A BREAK IN GRADE, 29.5 FEET SOUTH OF THE CENTER LINE OF THE
 FC0770'HIGHWAY, 10 FEET SOUTH OF A POWER POLE WITH BRANCH LINE TO A
 FC0770'HOUSE, 16 FEET SOUTH OF THE SOUTHWEST END OF A 24-INCH SKEW PIPE
 FC0770'CULVERT, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT
 FC0770'2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0770'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0661 ***********************************************************************
 FC0661  DESIGNATION -  F 194
 FC0661  PID         -  FC0661
 FC0661  STATE/COUNTY-  TN/ROANE
 FC0661  USGS QUAD   -  ROCKWOOD (1980)
 FC0661
 FC0661                         *CURRENT SURVEY CONTROL
 FC0661  ___________________________________________________________________
 FC0661* NAD 83(1986)-  35 48 55.     (N)    084 43 56.     (W)     SCALED    
 FC0661* NAVD 88     -       244.004  (meters)     800.54   (feet)  ADJUSTED  
 FC0661  ___________________________________________________________________
 FC0661  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0661  DYNAMIC HT  -         243.774 (meters)     799.78  (feet)  COMP
 FC0661  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 FC0661
 FC0661  VERT ORDER  -  FIRST     CLASS II
 FC0661
 FC0661.The horizontal coordinates were scaled from a topographic map and have
 FC0661.an estimated accuracy of +/- 6 seconds.
 FC0661
 FC0661.The orthometric height was determined by differential leveling
 FC0661.and adjusted by the National Geodetic Survey in June 1991..
 FC0661
 FC0661.The geoid height was determined by GEOID03.
 FC0661
 FC0661.The dynamic height is computed by dividing the NAVD 88
 FC0661.geopotential number by the normal gravity value computed on the
 FC0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0661.degrees latitude (g = 980.6199 gals.).
 FC0661
 FC0661.The modeled gravity was interpolated from observed gravity values.
 FC0661
 FC0661;                    North         East    Units  Estimated Accuracy
 FC0661;SPC TN       -   165,160.      714,560.      MT  (+/- 180 meters Scaled)
 FC0661
 FC0661                          SUPERSEDED SURVEY CONTROL
 FC0661
 FC0661  NGVD 29 (??/??/92)  244.098  (m)          800.84   (f) ADJ UNCH    1 2
 FC0661
 FC0661.Superseded values are not recommended for survey control.
 FC0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0661.See file dsdata.txt to determine how the superseded data were derived.
 FC0661
 FC0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE048658(NAD 83)
 FC0661_MARKER: DB = BENCH MARK DISK
 FC0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0661_STAMPING: F 194 1950
 FC0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0661+STABILITY: SURFACE MOTION
 FC0661
 FC0661  HISTORY     - Date     Condition        Report By
 FC0661  HISTORY     - 1950     MONUMENTED       CGS
 FC0661  HISTORY     - 1972     GOOD             TVA
 FC0661
 FC0661                          STATION DESCRIPTION
 FC0661
 FC0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0661'4.4 MI SW FROM ROCKWOOD.
 FC0661'4.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0661'AT ROCKWOOD, ABOUT 0.9 MILE NORTHEAST OF THE STATION SIGN AT
 FC0661'GLEN ALICE, ABOUT 0.25 MILE NORTHEAST OF A BRIDGE OVER BLACK
 FC0661'CREEK, ABOUT 0.1 MILE SOUTHWEST OF MILE POST 272, AT A PRIVATE
 FC0661'FIELD ROAD CROSSING, 47 FEET NORTHWEST OF THE NORTHWEST RAIL,
 FC0661'80.5 FEET NORTH OF THE CENTER OF THE CROSSING, 61 FEET NORTHEAST
 FC0661'OF THE NORTHEAST GATE POST OF GATE ON FIELD ROAD, 1 FOOT
 FC0661'SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A T.V.A. STEEL
 FC0661'WITNESS POST, 1 1/2 FEET BELOW THE TRACK AND SET IN THE TOP
 FC0661'OF A CONCRETE POST PROJECTING 4 INCHES.
 FC0661
 FC0661                          STATION RECOVERY (1972)
 FC0661
 FC0661'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0837 ***********************************************************************
 FC0837  DESIGNATION -  F 196
 FC0837  PID         -  FC0837
 FC0837  STATE/COUNTY-  TN/ROANE
 FC0837  USGS QUAD   -  HARRIMAN (1980)
 FC0837
 FC0837                         *CURRENT SURVEY CONTROL
 FC0837  ___________________________________________________________________
 FC0837* NAD 83(1986)-  35 56 15.     (N)    084 33 26.     (W)     SCALED    
 FC0837* NAVD 88     -       233.082  (meters)     764.70   (feet)  ADJUSTED  
 FC0837  ___________________________________________________________________
 FC0837  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC0837  DYNAMIC HT  -         232.869 (meters)     764.00  (feet)  COMP
 FC0837  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 FC0837
 FC0837  VERT ORDER  -  FIRST     CLASS I
 FC0837
 FC0837.The horizontal coordinates were scaled from a topographic map and have
 FC0837.an estimated accuracy of +/- 6 seconds.
 FC0837
 FC0837.The orthometric height was determined by differential leveling
 FC0837.and adjusted by the National Geodetic Survey in June 1991..
 FC0837.WARNING-Repeat measurements at this control monument indicate possible
 FC0837.vertical movement.
 FC0837
 FC0837.The geoid height was determined by GEOID03.
 FC0837
 FC0837.The dynamic height is computed by dividing the NAVD 88
 FC0837.geopotential number by the normal gravity value computed on the
 FC0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0837.degrees latitude (g = 980.6199 gals.).
 FC0837
 FC0837.The modeled gravity was interpolated from observed gravity values.
 FC0837
 FC0837;                    North         East    Units  Estimated Accuracy
 FC0837;SPC TN       -   178,940.      730,180.      MT  (+/- 180 meters Scaled)
 FC0837
 FC0837                          SUPERSEDED SURVEY CONTROL
 FC0837
 FC0837  NGVD 29 (??/??/92)  233.200  (m)          765.09   (f) ADJ UNCH    1 1
 FC0837
 FC0837.Superseded values are not recommended for survey control.
 FC0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0837.See file dsdata.txt to determine how the superseded data were derived.
 FC0837
 FC0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE203797(NAD 83)
 FC0837_MARKER: DB = BENCH MARK DISK
 FC0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0837_STAMPING: F 196 1950 765.090
 FC0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0837+STABILITY: SURFACE MOTION
 FC0837
 FC0837  HISTORY     - Date     Condition        Report By
 FC0837  HISTORY     - 1950     MONUMENTED       CGS
 FC0837  HISTORY     - 1968     GOOD             NGS
 FC0837  HISTORY     - 1972     GOOD             TVA
 FC0837
 FC0837                          STATION DESCRIPTION
 FC0837
 FC0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0837'0.8 MI W FROM HARRIMAN.
 FC0837'ABOUT 0.4 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST OFFICE
 FC0837'AT HARRIMAN, THENCE 0.4 MILE NORTHWEST ALONG CARTER STREET, 46
 FC0837'FEET EAST OF THE CENTER OF A CROSSING OF THE STREET AND THE
 FC0837'SOUTHERN RAILWAY, 31 FEET NORTHEAST OF THE CENTERLINE OF THE
 FC0837'STREET, 36 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 58 FEET
 FC0837'NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED CONCRETE BLOCK
 FC0837'BUILDING, 17 1/2 FEET NORTHEAST OF POWER POLE NUMBER 26, 1.3 FEET
 FC0837'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 FC0837'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF
 FC0837'THE GROUND.
 FC0837
 FC0837                          STATION RECOVERY (1972)
 FC0837
 FC0837'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0014 ***********************************************************************
 GB0014  DESIGNATION -  F 198
 GB0014  PID         -  GB0014
 GB0014  STATE/COUNTY-  TN/SCOTT
 GB0014  USGS QUAD   -  WINFIELD (1982)
 GB0014
 GB0014                         *CURRENT SURVEY CONTROL
 GB0014  ___________________________________________________________________
 GB0014* NAD 83(1986)-  36 34 51.     (N)    084 26 29.     (W)     SCALED    
 GB0014* NAVD 88     -       409.253  (meters)    1342.69   (feet)  ADJUSTED  
 GB0014  ___________________________________________________________________
 GB0014  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB0014  DYNAMIC HT  -         408.912 (meters)    1341.57  (feet)  COMP
 GB0014  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 GB0014
 GB0014  VERT ORDER  -  FIRST     CLASS I
 GB0014
 GB0014.The horizontal coordinates were scaled from a topographic map and have
 GB0014.an estimated accuracy of +/- 6 seconds.
 GB0014
 GB0014.The orthometric height was determined by differential leveling
 GB0014.and adjusted by the National Geodetic Survey in June 1991..
 GB0014
 GB0014.The geoid height was determined by GEOID03.
 GB0014
 GB0014.The dynamic height is computed by dividing the NAVD 88
 GB0014.geopotential number by the normal gravity value computed on the
 GB0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0014.degrees latitude (g = 980.6199 gals.).
 GB0014
 GB0014.The modeled gravity was interpolated from observed gravity values.
 GB0014
 GB0014;                    North         East    Units  Estimated Accuracy
 GB0014;SPC TN       -   250,480.      739,490.      MT  (+/- 180 meters Scaled)
 GB0014
 GB0014                          SUPERSEDED SURVEY CONTROL
 GB0014
 GB0014  NGVD 29 (??/??/92)  409.383  (m)         1343.12   (f) ADJ UNCH    1 1
 GB0014
 GB0014.Superseded values are not recommended for survey control.
 GB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0014.See file dsdata.txt to determine how the superseded data were derived.
 GB0014
 GB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF289514(NAD 83)
 GB0014_MARKER: DB = BENCH MARK DISK
 GB0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0014_STAMPING: F 198 1950
 GB0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0014+STABILITY: SURFACE MOTION
 GB0014
 GB0014  HISTORY     - Date     Condition        Report By
 GB0014  HISTORY     - 1950     MONUMENTED       CGS
 GB0014  HISTORY     - 1968     GOOD             NGS
 GB0014
 GB0014                          STATION DESCRIPTION
 GB0014
 GB0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0014'1.8 MI N FROM WINFIELD.
 GB0014'ABOUT 1.85 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0014'OFFICE AT WINFIELD, 0.1 MILE SOUTH OF A CROSSING OF THE
 GB0014'RAILROAD AND A ROAD, 66 FEET SOUTHEAST OF THE CENTER OF A
 GB0014'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 57 FEET EAST OF THE
 GB0014'EAST RAIL, 25 FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD,
 GB0014'41 FEET NORTH OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A METAL
 GB0014'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 GB0014'OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0651 ***********************************************************************
 FC0651  DESIGNATION -  F 2
 FC0651  PID         -  FC0651
 FC0651  STATE/COUNTY-  TN/ROANE
 FC0651  USGS QUAD   -  ROCKWOOD (1980)
 FC0651
 FC0651                         *CURRENT SURVEY CONTROL
 FC0651  ___________________________________________________________________
 FC0651* NAD 83(1986)-  35 52 06.     (N)    084 41 16.     (W)     SCALED    
 FC0651* NAVD 88     -       267.680  (meters)     878.21   (feet)  ADJUSTED  
 FC0651  ___________________________________________________________________
 FC0651  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0651  DYNAMIC HT  -         267.431 (meters)     877.40  (feet)  COMP
 FC0651  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FC0651
 FC0651  VERT ORDER  -  FIRST     CLASS II
 FC0651
 FC0651.The horizontal coordinates were scaled from a topographic map and have
 FC0651.an estimated accuracy of +/- 6 seconds.
 FC0651
 FC0651.The orthometric height was determined by differential leveling
 FC0651.and adjusted by the National Geodetic Survey in June 1991..
 FC0651
 FC0651.The geoid height was determined by GEOID03.
 FC0651
 FC0651.The dynamic height is computed by dividing the NAVD 88
 FC0651.geopotential number by the normal gravity value computed on the
 FC0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0651.degrees latitude (g = 980.6199 gals.).
 FC0651
 FC0651.The modeled gravity was interpolated from observed gravity values.
 FC0651
 FC0651;                    North         East    Units  Estimated Accuracy
 FC0651;SPC TN       -   171,100.      718,500.      MT  (+/- 180 meters Scaled)
 FC0651
 FC0651                          SUPERSEDED SURVEY CONTROL
 FC0651
 FC0651  NGVD 29 (??/??/92)  267.785  (m)          878.56   (f) ADJ UNCH    1 2
 FC0651
 FC0651.Superseded values are not recommended for survey control.
 FC0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0651.See file dsdata.txt to determine how the superseded data were derived.
 FC0651
 FC0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE087718(NAD 83)
 FC0651_MARKER: B = BOLT
 FC0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0651_SP_SET: SILL
 FC0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0651
 FC0651  HISTORY     - Date     Condition        Report By
 FC0651  HISTORY     - UNK      MONUMENTED       CGS
 FC0651  HISTORY     - 1950     GOOD             NGS
 FC0651  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0651
 FC0651                          STATION DESCRIPTION
 FC0651
 FC0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0651'AT ROCKWOOD.
 FC0651'AT ROCKWOOD, 2 1/2 BLOCKS NORTHWEST ALONG ROCKWOOD AVENUE
 FC0651'FROM ITS CROSSING WITH THE SOUTHERN RAILWAY, 12.2 FEET SOUTHWEST
 FC0651'OF THE SOUTHWEST CURB OF ROCKWOOD AVENUE, 139 FEET NORTHWEST
 FC0651'OF THE NORTHWEST CURB OF CHAMBERLAIN STREET, IN THE TOP OF THE
 FC0651'STONE SILL AT THE SOUTHEAST END OF A LARGE GLASS SHOW WINDOW
 FC0651'OF RED BRICK BUILDING NOW OCCUPIED BY BILBREY FURNITURE STORE
 FC0651'AND OWNED BY THE AMERICAN LEGION, 4.9 FEET NORTHWEST OF THE
 FC0651'CENTER OF THE DOOR LEADING UPSTAIRS TO AMERICAL LEGION CLUB,
 FC0651'1/2 FOOT ABOVE THE SIDE WALK AND SET BETWEEN THE LETTERS AND
 FC0651'G S AND THE FRAME FOR GLASS SHOW WINDOW.  THE LETTERS U.S.C.
 FC0651'ARE NOW COVERED BY THE FRAME OF SHOW WINDOW.
 FC0651
 FC0651                          STATION RECOVERY (1972)
 FC0651
 FC0651'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0769 ***********************************************************************
 FE0769  HT_MOD      -  This is a Height Modernization Survey Station.
 FE0769  DESIGNATION -  F 20
 FE0769  PID         -  FE0769
 FE0769  STATE/COUNTY-  TN/HENDERSON
 FE0769  USGS QUAD   -  LURAY (1983)
 FE0769
 FE0769                         *CURRENT SURVEY CONTROL
 FE0769  ___________________________________________________________________
 FE0769* NAD 83(1995)-  35 35 17.79939(N)    088 31 54.68260(W)     ADJUSTED  
 FE0769* NAVD 88     -       126.63   (meters)     415.5    (feet)  GPS OBS   
 FE0769  ___________________________________________________________________
 FE0769  X           -     133,045.381 (meters)                     COMP
 FE0769  Y           -  -5,191,092.834 (meters)                     COMP
 FE0769  Z           -   3,691,194.731 (meters)                     COMP
 FE0769  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 FE0769  ELLIP HEIGHT-          98.50  (meters)          (04/05/04) GPS OBS
 FE0769  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0769  DYNAMIC HT  -         126.51  (meters)     415.1   (feet)  COMP
 FE0769  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 FE0769
 FE0769  HORZ ORDER  -  FIRST
 FE0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FE0769  ELLP ORDER  -  FOURTH    CLASS I
 FE0769
 FE0769.The horizontal coordinates were established by GPS observations
 FE0769.and adjusted by the National Geodetic Survey in April 2004..
 FE0769
 FE0769.The orthometric height was determined by GPS observations and a
 FE0769.high-resolution geoid model using precise GPS observation and
 FE0769.processing techniques. It supersedes the leveled height previously
 FE0769.determined for this station.
 FE0769.WARNING-GPS observations at this control monument resulted in a GPS
 FE0769.derived orthometric height which differed from the leveled height by
 FE0769.more than one decimeter (0.1 meter).
 FE0769.The vertical order pertains to the first NAVD 88 superseded value.
 FE0769
 FE0769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0769
 FE0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0769
 FE0769.The ellipsoidal height was determined by GPS observations
 FE0769.and is referenced to NAD 83.
 FE0769
 FE0769.The geoid height was determined by GEOID03.
 FE0769
 FE0769.The dynamic height is computed by dividing the NAVD 88
 FE0769.geopotential number by the normal gravity value computed on the
 FE0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0769.degrees latitude (g = 980.6199 gals.).
 FE0769
 FE0769.The modeled gravity was interpolated from observed gravity values.
 FE0769
 FE0769;                    North         East     Units Scale Factor Converg.
 FE0769;SPC TN       -   142,202.772   370,573.159   MT  0.99995755   -1 28 56.1
 FE0769;SPC TN       -   466,543.59  1,215,788.77   sFT  0.99995755   -1 28 56.1
 FE0769;UTM  16      - 3,939,363.806   361,217.992   MT  0.99983735   -0 53 29.8
 FE0769
 FE0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0769!SPC TN       -   0.99998454  x   0.99995755  =   0.99994209
 FE0769!UTM  16      -   0.99998454  x   0.99983735  =   0.99982189
 FE0769
 FE0769                          SUPERSEDED SURVEY CONTROL
 FE0769
 FE0769  NAVD 88 (06/15/91)  126.415  (m)          414.75   (f) ADJUSTED    2 0
 FE0769  NGVD 29 (??/??/??)  126.441  (m)          414.83   (f) ADJUSTED    2 0
 FE0769
 FE0769.Superseded values are not recommended for survey control.
 FE0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0769.See file dsdata.txt to determine how the superseded data were derived.
 FE0769
 FE0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6121839364(NAD 83)
 FE0769_MARKER: DB = BENCH MARK DISK
 FE0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0769_STAMPING: 414.940 F 20 1934
 FE0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0769+STABILITY: SURFACE MOTION
 FE0769
 FE0769  HISTORY     - Date     Condition        Report By
 FE0769  HISTORY     - 1934     MONUMENTED       CGS
 FE0769  HISTORY     - 1936     GOOD             CGS
 FE0769  HISTORY     - 20020603 POOR             USACE
 FE0769
 FE0769                          STATION DESCRIPTION
 FE0769
 FE0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FE0769'AT HURON.
 FE0769'AT HURON, HENDERSON COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FE0769'ST. LOUIS RAILWAY, 55 FEET EAST OF THE STATION, 15 FEET EAST OF
 FE0769'POLE 127+25, AND 50 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 FE0769'STAMPED 414.960 F 20 1934 AND SET IN THE TOP OF A CONCRETE
 FE0769'POST.
 FE0769
 FE0769                          STATION RECOVERY (2002)
 FE0769
 FE0769'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0769'MARK DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0152 ***********************************************************************
 GB0152  DESIGNATION -  F 201
 GB0152  PID         -  GB0152
 GB0152  STATE/COUNTY-  TN/SCOTT
 GB0152  USGS QUAD   -  WINFIELD (1982)
 GB0152
 GB0152                         *CURRENT SURVEY CONTROL
 GB0152  ___________________________________________________________________
 GB0152* NAD 83(1986)-  36 34 18.     (N)    084 23 37.     (W)     SCALED    
 GB0152* NAVD 88     -       444.197  (meters)    1457.34   (feet)  ADJUSTED  
 GB0152  ___________________________________________________________________
 GB0152  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB0152  DYNAMIC HT  -         443.829 (meters)    1456.13  (feet)  COMP
 GB0152  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GB0152
 GB0152  VERT ORDER  -  SECOND    CLASS 0
 GB0152
 GB0152.The horizontal coordinates were scaled from a topographic map and have
 GB0152.an estimated accuracy of +/- 6 seconds.
 GB0152
 GB0152.The orthometric height was determined by differential leveling
 GB0152.and adjusted by the National Geodetic Survey in June 1991..
 GB0152
 GB0152.The geoid height was determined by GEOID03.
 GB0152
 GB0152.The dynamic height is computed by dividing the NAVD 88
 GB0152.geopotential number by the normal gravity value computed on the
 GB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0152.degrees latitude (g = 980.6199 gals.).
 GB0152
 GB0152.The modeled gravity was interpolated from observed gravity values.
 GB0152
 GB0152;                    North         East    Units  Estimated Accuracy
 GB0152;SPC TN       -   249,530.      743,780.      MT  (+/- 180 meters Scaled)
 GB0152
 GB0152                          SUPERSEDED SURVEY CONTROL
 GB0152
 GB0152  NGVD 29 (??/??/92)  444.334  (m)         1457.79   (f) ADJ UNCH    2 0
 GB0152
 GB0152.Superseded values are not recommended for survey control.
 GB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0152.See file dsdata.txt to determine how the superseded data were derived.
 GB0152
 GB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF332505(NAD 83)
 GB0152_MARKER: DB = BENCH MARK DISK
 GB0152_SETTING: 66 = SET IN ROCK OUTCROP
 GB0152_SP_SET: ROCK OUTCROP
 GB0152_STAMPING: F 201 1951 1457.786
 GB0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0152+STABILITY: POSITION/ELEVATION WELL
 GB0152
 GB0152  HISTORY     - Date     Condition        Report By
 GB0152  HISTORY     - 1951     MONUMENTED       CGS
 GB0152  HISTORY     - 1957     GOOD             NGS
 GB0152
 GB0152                          STATION DESCRIPTION
 GB0152
 GB0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0152'1.5 MI E FROM PLEASANT GROVE.
 GB0152'1.05 MILES EAST ALONG A BLACK TOP ROAD FROM THE BAPTIST CHURCH
 GB0152'AND SCHOOL AT PLEASANT GROVE, ON THE SOUTHWEST SLOPE OF A LONG
 GB0152'CROOKED GRADE, SET IN THE TOP OF A SLOPING OUTCROP OF ROCK THAT
 GB0152'IS ON THE EAST SIDE OF THE CENTER ONE OF THREE SMALL RAVINES,
 GB0152'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND
 GB0152'SOUTHWEST, 63 FEET NORTH OF THE CENTER LINE OF BLACK TOP ROAD,
 GB0152'6 INCHES NORTH OF THE SOUTH EDGE OF THE TOP LAYER OF ROCK AND
 GB0152'ABOUT 4 FEET ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0140 ***********************************************************************
 GB0140  DESIGNATION -  F 202
 GB0140  PID         -  GB0140
 GB0140  STATE/COUNTY-  TN/CAMPBELL
 GB0140  USGS QUAD   -  JELLICO WEST (1979)
 GB0140
 GB0140                         *CURRENT SURVEY CONTROL
 GB0140  ___________________________________________________________________
 GB0140* NAD 83(1986)-  36 35 12.     (N)    084 07 57.     (W)     SCALED    
 GB0140* NAVD 88     -       292.591  (meters)     959.94   (feet)  ADJUSTED  
 GB0140  ___________________________________________________________________
 GB0140  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0140  DYNAMIC HT  -         292.337 (meters)     959.11  (feet)  COMP
 GB0140  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 GB0140
 GB0140  VERT ORDER  -  SECOND    CLASS 0
 GB0140
 GB0140.The horizontal coordinates were scaled from a topographic map and have
 GB0140.an estimated accuracy of +/- 6 seconds.
 GB0140
 GB0140.The orthometric height was determined by differential leveling
 GB0140.and adjusted by the National Geodetic Survey in June 1991..
 GB0140
 GB0140.The geoid height was determined by GEOID03.
 GB0140
 GB0140.The dynamic height is computed by dividing the NAVD 88
 GB0140.geopotential number by the normal gravity value computed on the
 GB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0140.degrees latitude (g = 980.6199 gals.).
 GB0140
 GB0140.The modeled gravity was interpolated from observed gravity values.
 GB0140
 GB0140;                    North         East    Units  Estimated Accuracy
 GB0140;SPC TN       -   251,610.      767,120.      MT  (+/- 180 meters Scaled)
 GB0140
 GB0140                          SUPERSEDED SURVEY CONTROL
 GB0140
 GB0140  NGVD 29 (??/??/92)  292.736  (m)          960.42   (f) ADJ UNCH    2 0
 GB0140
 GB0140.Superseded values are not recommended for survey control.
 GB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0140.See file dsdata.txt to determine how the superseded data were derived.
 GB0140
 GB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF565528(NAD 83)
 GB0140_MARKER: DB = BENCH MARK DISK
 GB0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0140_SP_SET: BUILDING
 GB0140_STAMPING: F 202 1951 960.418
 GB0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0140
 GB0140  HISTORY     - Date     Condition        Report By
 GB0140  HISTORY     - 1951     MONUMENTED       CGS
 GB0140  HISTORY     - 1958     GOOD             NGS
 GB0140
 GB0140                          STATION DESCRIPTION
 GB0140
 GB0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0140'AT JELLICO.
 GB0140'AT JELLICO, ABOUT 0.3 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GB0140'FROM THE STATION, ABOUT 0.1 MILE SOUTHWEST OF MILE POST 65,
 GB0140'SET VERTICALLY IN THE SOUTHWEST FACE AT THE SOUTH CORNER OF THE
 GB0140'STANDARD OIL COMPANY OFFICE BUILDING, 48 FEET NORTHWEST OF THE
 GB0140'NORTHWEST RAIL OF THE NORTHWEST MAIN TRACK, 3 1/2 FEET NORTHWEST
 GB0140'OF THE SOUTH CORNER OF THE BUILDING AND ABOUT 1 1/2 FEET ABOVE
 GB0140'THE GROUND.
 GB0140
 GB0140                          STATION RECOVERY (1958)
 GB0140
 GB0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1091 ***********************************************************************
 GB1091  DESIGNATION -  F 203
 GB1091  PID         -  GB1091
 GB1091  STATE/COUNTY-  TN/PICKETT
 GB1091  USGS QUAD   -  SHARP PLACE (1981)
 GB1091
 GB1091                         *CURRENT SURVEY CONTROL
 GB1091  ___________________________________________________________________
 GB1091* NAD 83(1986)-  36 35 21.     (N)    084 48 30.     (W)     SCALED    
 GB1091* NAVD 88     -       510.415  (meters)    1674.59   (feet)  ADJUSTED  
 GB1091  ___________________________________________________________________
 GB1091  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB1091  DYNAMIC HT  -         509.989 (meters)    1673.19  (feet)  COMP
 GB1091  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GB1091
 GB1091  VERT ORDER  -  SECOND    CLASS 0
 GB1091
 GB1091.The horizontal coordinates were scaled from a topographic map and have
 GB1091.an estimated accuracy of +/- 6 seconds.
 GB1091
 GB1091.The orthometric height was determined by differential leveling
 GB1091.and adjusted by the National Geodetic Survey in June 1991..
 GB1091
 GB1091.The geoid height was determined by GEOID03.
 GB1091
 GB1091.The dynamic height is computed by dividing the NAVD 88
 GB1091.geopotential number by the normal gravity value computed on the
 GB1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1091.degrees latitude (g = 980.6199 gals.).
 GB1091
 GB1091.The modeled gravity was interpolated from observed gravity values.
 GB1091
 GB1091;                    North         East    Units  Estimated Accuracy
 GB1091;SPC TN       -   250,940.      706,640.      MT  (+/- 180 meters Scaled)
 GB1091
 GB1091                          SUPERSEDED SURVEY CONTROL
 GB1091
 GB1091  NGVD 29 (??/??/92)  510.548  (m)         1675.02   (f) ADJ UNCH    2 0
 GB1091
 GB1091.Superseded values are not recommended for survey control.
 GB1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1091.See file dsdata.txt to determine how the superseded data were derived.
 GB1091
 GB1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF960515(NAD 83)
 GB1091_MARKER: DB = BENCH MARK DISK
 GB1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1091_STAMPING: F 203 1951 1675.023
 GB1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1091+STABILITY: SURFACE MOTION
 GB1091
 GB1091  HISTORY     - Date     Condition        Report By
 GB1091  HISTORY     - 1951     MONUMENTED       CGS
 GB1091  HISTORY     - 1958     GOOD             NGS
 GB1091
 GB1091                          STATION DESCRIPTION
 GB1091
 GB1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1091'14.2 MI N FROM EAST JAMESTOWN.
 GB1091'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1091'AT EAST JAMESTOWN, THENCE ABOUT 8.05 MILES NORTHWEST AND
 GB1091'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.4 MILE SOUTHWEST OF
 GB1091'JUNCTION OF A GRAVEL ROAD SOUTHEAST TO PICKETT STATE PARK AND
 GB1091'FOREST, AT THE TOP OF A GRADE, 27 FEET NORTH OF CENTER LINE
 GB1091'OF ROAD, 46 FEET NORTHEAST AND ACROSS ROAD FROM A TRIANGULAR
 GB1091'BLAZED 15-INCH OAK TREE, 52 FEET NORTHWEST AND ACROSS ROAD FROM
 GB1091'A TRIANGULAR BLAZED 18-INCH PINE TREE, 1 1/2 FEET SOUTHWEST OF
 GB1091'A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE ROAD AND
 GB1091'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB1091
 GB1091                          STATION RECOVERY (1958)
 GB1091
 GB1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1562 ***********************************************************************
 GB1562  DESIGNATION -  F 204
 GB1562  PID         -  GB1562
 GB1562  STATE/COUNTY-  TN/CLAY
 GB1562  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1562
 GB1562                         *CURRENT SURVEY CONTROL
 GB1562  ___________________________________________________________________
 GB1562* NAD 83(1986)-  36 36 24.     (N)    085 25 21.     (W)     SCALED    
 GB1562* NAVD 88     -       313.893  (meters)    1029.83   (feet)  ADJUSTED  
 GB1562  ___________________________________________________________________
 GB1562  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GB1562  DYNAMIC HT  -         313.622 (meters)    1028.94  (feet)  COMP
 GB1562  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 GB1562
 GB1562  VERT ORDER  -  SECOND    CLASS 0
 GB1562
 GB1562.The horizontal coordinates were scaled from a topographic map and have
 GB1562.an estimated accuracy of +/- 6 seconds.
 GB1562
 GB1562.The orthometric height was determined by differential leveling
 GB1562.and adjusted by the National Geodetic Survey in June 1991..
 GB1562
 GB1562.The geoid height was determined by GEOID03.
 GB1562
 GB1562.The dynamic height is computed by dividing the NAVD 88
 GB1562.geopotential number by the normal gravity value computed on the
 GB1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1562.degrees latitude (g = 980.6199 gals.).
 GB1562
 GB1562.The modeled gravity was interpolated from observed gravity values.
 GB1562
 GB1562;                    North         East    Units  Estimated Accuracy
 GB1562;SPC TN       -   252,390.      651,670.      MT  (+/- 180 meters Scaled)
 GB1562
 GB1562                          SUPERSEDED SURVEY CONTROL
 GB1562
 GB1562  NGVD 29 (??/??/92)  314.003  (m)         1030.19   (f) ADJ UNCH    2 0
 GB1562
 GB1562.Superseded values are not recommended for survey control.
 GB1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1562.See file dsdata.txt to determine how the superseded data were derived.
 GB1562
 GB1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF410523(NAD 83)
 GB1562_MARKER: DB = BENCH MARK DISK
 GB1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1562_STAMPING: F 204 1951
 GB1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1562+STABILITY: SURFACE MOTION
 GB1562
 GB1562  HISTORY     - Date     Condition        Report By
 GB1562  HISTORY     - 1951     MONUMENTED       CGS
 GB1562  HISTORY     - 1966     GOOD             NGS
 GB1562
 GB1562                          STATION DESCRIPTION
 GB1562
 GB1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1562'AT THOMPSONS STORE.
 GB1562'AT THOMPSONS STORE, ALONG STATE HIGHWAY 53, AT THE CROSSROADS,
 GB1562'ABOUT 1.1 MILES SOUTHWEST OF THE KENTUCKY-TENNESSEE STATE LINE,
 GB1562'30 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 48 FEET NORTH OF
 GB1562'CENTER OF JUNCTION OF A ROAD SOUTHEAST, 27 FEET SOUTHWEST
 GB1562'OF CENTER LINE OF GRAVEL ROAD NORTHWEST, 99 FEET NORTHWEST AND
 GB1562'ACROSS HIGHWAY FROM THE NORTH CORNER OF A TWO STORE FRAME HOUSE
 GB1562'AND ABOUT IN LINE WITH EXTENDED NORTHEAST FACE, 10 FEET NORTHEAST
 GB1562'OF NORTHEAST END OF CONCRETE PORCH OF J.S. THOMPSON GENERAL STORE,
 GB1562'1 FOOT SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE
 GB1562'WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP
 GB1562'OF A CONCRETE POST PROJECTING 4 INCHES.
 GB1562
 GB1562                          STATION RECOVERY (1966)
 GB1562
 GB1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0146 ***********************************************************************
 FE0146  DESIGNATION -  F 21
 FE0146  PID         -  FE0146
 FE0146  STATE/COUNTY-  TN/DECATUR
 FE0146  USGS QUAD   -  SCOTTS HILL (1986)
 FE0146
 FE0146                         *CURRENT SURVEY CONTROL
 FE0146  ___________________________________________________________________
 FE0146* NAD 83(1986)-  35 33 27.     (N)    088 07 51.     (W)     SCALED    
 FE0146* NAVD 88     -       154.105  (meters)     505.59   (feet)  POSTED    
 FE0146  ___________________________________________________________________
 FE0146  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0146  DYNAMIC HT  -         153.970 (meters)     505.15  (feet)  COMP
 FE0146  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 FE0146
 FE0146  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FE0146
 FE0146.The horizontal coordinates were scaled from a topographic map and have
 FE0146.an estimated accuracy of +/- 6 seconds.
 FE0146
 FE0146.The orthometric height was determined by differential leveling
 FE0146.and adjusted by the National Geodetic Survey in 1992..
 FE0146.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FE0146.rate of 2.1 thru 3.0 mm/km.
 FE0146
 FE0146.The geoid height was determined by GEOID03.
 FE0146
 FE0146.The dynamic height is computed by dividing the NAVD 88
 FE0146.geopotential number by the normal gravity value computed on the
 FE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0146.degrees latitude (g = 980.6199 gals.).
 FE0146
 FE0146.The modeled gravity was interpolated from observed gravity values.
 FE0146
 FE0146;                    North         East    Units  Estimated Accuracy
 FE0146;SPC TN       -   137,920.      406,830.      MT  (+/- 180 meters Scaled)
 FE0146
 FE0146                          SUPERSEDED SURVEY CONTROL
 FE0146
 FE0146  NGVD 29 (??/??/??)  154.113  (m)          505.62   (f) ADJUSTED    2 0
 FE0146
 FE0146.Superseded values are not recommended for survey control.
 FE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0146.See file dsdata.txt to determine how the superseded data were derived.
 FE0146
 FE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE975354(NAD 83)
 FE0146_MARKER: DB = BENCH MARK DISK
 FE0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0146_STAMPING: 505.740 F 21 1934
 FE0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0146+STABILITY: SURFACE MOTION
 FE0146
 FE0146  HISTORY     - Date     Condition        Report By
 FE0146  HISTORY     - 1934     MONUMENTED       CGS
 FE0146  HISTORY     - 1935     GOOD             CGS
 FE0146
 FE0146                          STATION DESCRIPTION
 FE0146
 FE0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0146'2.2 MI S FROM DECATURVILLE.
 FE0146'2.2 MILES SOUTH ALONG STATE HIGHWAY 69 FROM DECATURVILLE, DECATUR
 FE0146'COUNTY, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 FE0146'HOUSE BELONGING IN 1934 TO J.F. DEEDS, 40 FEET WEST AND 8 FEET
 FE0146'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 36 FEET NORTH OF THE
 FE0146'SOUTHWEST CORNER OF THE YARD, AND 8 INCHES OUTSIDE THE FENCE.
 FE0146'A STANDARD DISK, STAMPED 505.740 F 21 1934 AND SET IN THE TOP OF
 FE0146'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1244 ***********************************************************************
 FE1244  DESIGNATION -  F 212
 FE1244  PID         -  FE1244
 FE1244  STATE/COUNTY-  TN/SHELBY
 FE1244  USGS QUAD   -  ELLENDALE (1993)
 FE1244
 FE1244                         *CURRENT SURVEY CONTROL
 FE1244  ___________________________________________________________________
 FE1244* NAD 83(1986)-  35 12 16.     (N)    089 48 09.     (W)     SCALED    
 FE1244* NAVD 88     -        90.892  (meters)     298.20   (feet)  ADJUSTED  
 FE1244  ___________________________________________________________________
 FE1244  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1244  DYNAMIC HT  -          90.810 (meters)     297.93  (feet)  COMP
 FE1244  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 FE1244
 FE1244  VERT ORDER  -  SECOND    CLASS 0
 FE1244
 FE1244.The horizontal coordinates were scaled from a topographic map and have
 FE1244.an estimated accuracy of +/- 6 seconds.
 FE1244
 FE1244.The orthometric height was determined by differential leveling
 FE1244.and adjusted by the National Geodetic Survey in June 1991..
 FE1244
 FE1244.The geoid height was determined by GEOID03.
 FE1244
 FE1244.The dynamic height is computed by dividing the NAVD 88
 FE1244.geopotential number by the normal gravity value computed on the
 FE1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1244.degrees latitude (g = 980.6199 gals.).
 FE1244
 FE1244.The modeled gravity was interpolated from observed gravity values.
 FE1244
 FE1244;                    North         East    Units  Estimated Accuracy
 FE1244;SPC TN       -   103,380.      253,830.      MT  (+/- 180 meters Scaled)
 FE1244
 FE1244                          SUPERSEDED SURVEY CONTROL
 FE1244
 FE1244  NGVD 29 (??/??/??)   90.879  (m)          298.16   (f) ADJUSTED    2 0
 FE1244
 FE1244.Superseded values are not recommended for survey control.
 FE1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1244.See file dsdata.txt to determine how the superseded data were derived.
 FE1244
 FE1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD448993(NAD 83)
 FE1244_MARKER: DB = BENCH MARK DISK
 FE1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1244_SP_SET: CULVERT
 FE1244_STAMPING: F212 1958
 FE1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1244
 FE1244  HISTORY     - Date     Condition        Report By
 FE1244  HISTORY     - 1958     MONUMENTED       CGS
 FE1244  HISTORY     - 1959     GOOD             CGS
 FE1244  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1244  HISTORY     - 19941010 MARK NOT FOUND   TN1620
 FE1244
 FE1244                          STATION DESCRIPTION
 FE1244
 FE1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1244'3.9 MI E FROM BARTLETT.
 FE1244'THE MARK IS LOCATED 3.9 MILES EAST ALONG STAGE ROAD AND HIGHWAY
 FE1244'64 FROM THE RAILROAD CROSSING IN BARTLETT, CEMENTED IN A DRILL
 FE1244'HOLE IN A CONCRETE CULVERT, 28 FEET SOUTHWEST OF THE CENTER OF
 FE1244'A T-JUNCTION OF HIGHWAY 64 AND KATE BOND ROAD, 17 FEET SOUTH OF
 FE1244'THE CENTER OF HIGHWAY 64, 12 FEET NORTH OF A POWERLINE POLE.
 FE1244
 FE1244                          STATION RECOVERY (1992)
 FE1244
 FE1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1244'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 FE1244
 FE1244                          STATION RECOVERY (1994)
 FE1244
 FE1244'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1294 ***********************************************************************
 FE1294  DESIGNATION -  F 213
 FE1294  PID         -  FE1294
 FE1294  STATE/COUNTY-  TN/FAYETTE
 FE1294  USGS QUAD   -  GALLAWAY (1981)
 FE1294
 FE1294                         *CURRENT SURVEY CONTROL
 FE1294  ___________________________________________________________________
 FE1294* NAD 83(1986)-  35 19 14.     (N)    089 37 01.     (W)     SCALED    
 FE1294* NAVD 88     -        85.534  (meters)     280.62   (feet)  ADJUSTED  
 FE1294  ___________________________________________________________________
 FE1294  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1294  DYNAMIC HT  -          85.457 (meters)     280.37  (feet)  COMP
 FE1294  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE1294
 FE1294  VERT ORDER  -  SECOND    CLASS 0
 FE1294
 FE1294.The horizontal coordinates were scaled from a topographic map and have
 FE1294.an estimated accuracy of +/- 6 seconds.
 FE1294
 FE1294.The orthometric height was determined by differential leveling
 FE1294.and adjusted by the National Geodetic Survey in June 1991..
 FE1294
 FE1294.The geoid height was determined by GEOID03.
 FE1294
 FE1294.The dynamic height is computed by dividing the NAVD 88
 FE1294.geopotential number by the normal gravity value computed on the
 FE1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1294.degrees latitude (g = 980.6199 gals.).
 FE1294
 FE1294.The modeled gravity was interpolated from observed gravity values.
 FE1294
 FE1294;                    North         East    Units  Estimated Accuracy
 FE1294;SPC TN       -   115,610.      271,190.      MT  (+/- 180 meters Scaled)
 FE1294
 FE1294                          SUPERSEDED SURVEY CONTROL
 FE1294
 FE1294  NGVD 29 (??/??/??)   85.521  (m)          280.58   (f) ADJUSTED    2 0
 FE1294
 FE1294.Superseded values are not recommended for survey control.
 FE1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1294.See file dsdata.txt to determine how the superseded data were derived.
 FE1294
 FE1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE621117(NAD 83)
 FE1294_MARKER: DB = BENCH MARK DISK
 FE1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1294_STAMPING: F 213 1959
 FE1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1294+STABILITY: SURFACE MOTION
 FE1294
 FE1294  HISTORY     - Date     Condition        Report By
 FE1294  HISTORY     - 1959     MONUMENTED       CGS
 FE1294  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1294
 FE1294                          STATION DESCRIPTION
 FE1294
 FE1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1294'0.2 MI S FROM GALLAWAY.
 FE1294'0.2 MILE SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1294'AT GALLAWAY, 137 FT EAST OF THE CENTER OF A PAVED ROAD, 78 FT.
 FE1294'NORTH-NORTHEAST OF A POWER LINE POLE, 14 FT. NORTH OF A TRACK
 FE1294'ROAD TO A FIELD, 1 FT. SOUTH OF A FENCE LINE, 3 FT. EAST OF A
 FE1294'WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1294'SET FLUSH WITH THE GROUND.
 FE1294
 FE1294                          STATION RECOVERY (2002)
 FE1294
 FE1294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1294'TRACK ROAD GONE. AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1093 ***********************************************************************
 FE1093  DESIGNATION -  F 214
 FE1093  PID         -  FE1093
 FE1093  STATE/COUNTY-  TN/HAYWOOD
 FE1093  USGS QUAD   -  STANTON (1983)
 FE1093
 FE1093                         *CURRENT SURVEY CONTROL
 FE1093  ___________________________________________________________________
 FE1093* NAD 83(1986)-  35 24 26.     (N)    089 23 12.     (W)     SCALED    
 FE1093* NAVD 88     -       107.801  (meters)     353.68   (feet)  ADJUSTED  
 FE1093  ___________________________________________________________________
 FE1093  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1093  DYNAMIC HT  -         107.705 (meters)     353.36  (feet)  COMP
 FE1093  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE1093
 FE1093  VERT ORDER  -  SECOND    CLASS 0
 FE1093
 FE1093.The horizontal coordinates were scaled from a topographic map and have
 FE1093.an estimated accuracy of +/- 6 seconds.
 FE1093
 FE1093.The orthometric height was determined by differential leveling
 FE1093.and adjusted by the National Geodetic Survey in June 1991..
 FE1093
 FE1093.The geoid height was determined by GEOID03.
 FE1093
 FE1093.The dynamic height is computed by dividing the NAVD 88
 FE1093.geopotential number by the normal gravity value computed on the
 FE1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1093.degrees latitude (g = 980.6199 gals.).
 FE1093
 FE1093.The modeled gravity was interpolated from observed gravity values.
 FE1093
 FE1093;                    North         East    Units  Estimated Accuracy
 FE1093;SPC TN       -   124,470.      292,450.      MT  (+/- 180 meters Scaled)
 FE1093
 FE1093                          SUPERSEDED SURVEY CONTROL
 FE1093
 FE1093  NGVD 29 (??/??/??)  107.793  (m)          353.65   (f) ADJUSTED    2 0
 FE1093
 FE1093.Superseded values are not recommended for survey control.
 FE1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1093.See file dsdata.txt to determine how the superseded data were derived.
 FE1093
 FE1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE832208(NAD 83)
 FE1093_MARKER: DB = BENCH MARK DISK
 FE1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1093_STAMPING: F 214 1959
 FE1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1093+STABILITY: SURFACE MOTION
 FE1093
 FE1093  HISTORY     - Date     Condition        Report By
 FE1093  HISTORY     - 1959     MONUMENTED       CGS
 FE1093  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1093
 FE1093                          STATION DESCRIPTION
 FE1093
 FE1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1093'10.5 MI SSE FROM STANTON.
 FE1093'3.65 MILES EAST-SOUTHEAST ALONG A GRAVEL ROAD FROM THE L. AND N.
 FE1093'RR CROSSING AT STANTON, THENCE 1.45 MILE SOUTH-SOUTHEAST ALONG
 FE1093'A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1093'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1093'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, AND ABOUT
 FE1093'0.9 MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.3 MILE SOUTH ALONG
 FE1093'A PAVED ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE
 FE1093'0.2 MILE SOUTH, AND 0.85 MILE WEST, THENCE 0.3 MILE NORTH,
 FE1093'147 FT. NORTH-NORTHWEST OF THE CENTER OF INTERSTATE HIGHWAY,
 FE1093'41 FT. NORTHWEST OF THE CENTER OF A PRIVATE DRIVE, 21 FT. WEST
 FE1093'OF THE CENTER OF A GRAVELED ROAD, 1.5 FT. NORTHEAST OF A WITNESS
 FE1093'POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST SET FLUSH
 FE1093'WITH THE GROUND.  THIS MARK IS ABOUT 0.8 MILE NORTH EAST ACROSS
 FE1093'COUNTRY FROM B.M. L 214.
 FE1093
 FE1093                          STATION RECOVERY (2002)
 FE1093
 FE1093'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1093'SUSPECTED DESTROYED DUE TO I 40 OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1094 ***********************************************************************
 FE1094  DESIGNATION -  F 214 RESET
 FE1094  PID         -  FE1094
 FE1094  STATE/COUNTY-  TN/HAYWOOD
 FE1094  USGS QUAD   -  STANTON (1983)
 FE1094
 FE1094                         *CURRENT SURVEY CONTROL
 FE1094  ___________________________________________________________________
 FE1094* NAD 83(1986)-  35 24 26.     (N)    089 23 12.     (W)     SCALED    
 FE1094* NAVD 88     -       108.23   (+/-2cm)     355.1    (feet)  VERTCON   
 FE1094  ___________________________________________________________________
 FE1094  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1094
 FE1094  VERT ORDER  -  THIRD (See Below)
 FE1094
 FE1094.The horizontal coordinates were scaled from a topographic map and have
 FE1094.an estimated accuracy of +/- 6 seconds.
 FE1094
 FE1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1094.The vertical order pertains to the NGVD 29 superseded value.
 FE1094
 FE1094.The geoid height was determined by GEOID03.
 FE1094
 FE1094;                    North         East    Units  Estimated Accuracy
 FE1094;SPC TN       -   124,470.      292,450.      MT  (+/- 180 meters Scaled)
 FE1094
 FE1094                          SUPERSEDED SURVEY CONTROL
 FE1094
 FE1094  NGVD 29 (??/??/??)  108.22   (m)          355.1    (f) RESET       3  
 FE1094
 FE1094.Superseded values are not recommended for survey control.
 FE1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1094.See file dsdata.txt to determine how the superseded data were derived.
 FE1094
 FE1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE832208(NAD 83)
 FE1094_MARKER: DB = BENCH MARK DISK
 FE1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1094_STAMPING: F 214 1959 RESET 1961
 FE1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1094+STABILITY: SURFACE MOTION
 FE1094
 FE1094  HISTORY     - Date     Condition        Report By
 FE1094  HISTORY     - 1961     MONUMENTED       CGS
 FE1094
 FE1094                          STATION DESCRIPTION
 FE1094
 FE1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE1094'3.6 MI ESE FROM STANTON.
 FE1094'THIS MARK IS A LOCATED 3.65 MILES EAST-SOUTHEAST ALONG A
 FE1094'PAVED ROAD FROM THE L. AND N. RR CROSSING AT STANTON, THENCE
 FE1094'1.45 MILES SOUTH-SOUTHEAST ALONG A PAVED ROAD, THENCE 0.15
 FE1094'MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.9 MILE WEST
 FE1094'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH, THENCE 0.4 MILE
 FE1094'WEST ALONG A DIRT ROAD, AND ABOUT 0.9 MILE SOUTHWEST ACROSS
 FE1094'COUNTRY, THENCE 0.3 MILE SOUTH ALONG A PAVED ROAD, THENCE
 FE1094'0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH, AND
 FE1094'0.85 MILE WEST, THENCE 0.3 MILE NORTH, 45 PACES EAST OF A
 FE1094'BARN, 83 FEET WEST OF THE CENTER OF THE ACCESS ROAD, ABOUT
 FE1094'150 FEET SOUTH OF THE MEDIAN OF THE INTERSTATE HIGHWAY AND 1.5
 FE1094'FEET EAST OF A POWERLINE POLE, AND SET IN THE TOP OF A CONCRETE
 FE1094'POST SET FLUSH WITH THE GROUND.  (THIS MARK IS STILL ABOUT 0.8
 FE1094'MILE NORTHEAST ALONG THE RIGHT-OF-WAY OF THE INTERSTATE HIGHWAY
 FE1094'FROM B.M. L 214 1959).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0382 ***********************************************************************
 FF0382  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0382  DESIGNATION -  F 215
 FF0382  PID         -  FF0382
 FF0382  STATE/COUNTY-  TN/SHELBY
 FF0382  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0382
 FF0382                         *CURRENT SURVEY CONTROL
 FF0382  ___________________________________________________________________
 FF0382* NAD 83(1995)-  35 01 38.68101(N)    090 00 26.62160(W)     ADJUSTED  
 FF0382* NAVD 88     -        81.47   (meters)     267.3    (feet)  GPS OBS   
 FF0382  ___________________________________________________________________
 FF0382  X           -       -,674.846 (meters)                     COMP
 FF0382  Y           -  -5,228,726.207 (meters)                     COMP
 FF0382  Z           -   3,640,388.603 (meters)                     COMP
 FF0382  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FF0382  ELLIP HEIGHT-          54.07  (meters)          (05/31/05) GPS OBS
 FF0382  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0382  DYNAMIC HT  -          81.39  (meters)     267.0   (feet)  COMP
 FF0382  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FF0382
 FF0382  HORZ ORDER  -  FIRST
 FF0382  VERT ORDER  -  THIRD (See Below)
 FF0382  ELLP ORDER  -  FOURTH    CLASS I
 FF0382
 FF0382.The horizontal coordinates were established by GPS observations
 FF0382.and adjusted by the National Geodetic Survey in May 2005..
 FF0382
 FF0382.The orthometric height was determined by GPS observations and a
 FF0382.high-resolution geoid model using precise GPS observation and
 FF0382.processing techniques. It supersedes the leveled height previously
 FF0382.determined for this station.
 FF0382.The vertical order pertains to the first NAVD 88 superseded value.
 FF0382
 FF0382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0382
 FF0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0382
 FF0382.The ellipsoidal height was determined by GPS observations
 FF0382.and is referenced to NAD 83.
 FF0382
 FF0382.The geoid height was determined by GEOID03.
 FF0382
 FF0382.The dynamic height is computed by dividing the NAVD 88
 FF0382.geopotential number by the normal gravity value computed on the
 FF0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0382.degrees latitude (g = 980.6199 gals.).
 FF0382
 FF0382.The modeled gravity was interpolated from observed gravity values.
 FF0382
 FF0382;                    North         East     Units Scale Factor Converg.
 FF0382;SPC TN       -    84,495.896   234,379.394   MT  1.00004673   -2 20 45.9
 FF0382;SPC TN       -   277,216.95    768,959.73   sFT  1.00004673   -2 20 45.9
 FF0382;UTM  15      - 3,880,177.676   773,031.757   MT  1.00051885   +1 43 07.4
 FF0382;UTM  16      - 3,880,218.278   225,618.466   MT  1.00052796   -1 43 38.0
 FF0382
 FF0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0382!SPC TN       -   0.99999151  x   1.00004673  =   1.00003824
 FF0382!UTM  15      -   0.99999151  x   1.00051885  =   1.00051036
 FF0382!UTM  16      -   0.99999151  x   1.00052796  =   1.00051947
 FF0382
 FF0382                          SUPERSEDED SURVEY CONTROL
 FF0382
 FF0382  NAD 83(1995)-  35 01 38.68059(N)    090 00 26.62087(W) AD(       ) 1
 FF0382  ELLIP H (04/05/04)   54.07   (m)                       GP(       ) 3 1
 FF0382  NAVD 88 (06/15/91)   81.492  (m)          267.36   (f) ADJUSTED    1 2
 FF0382  NGVD 29 (??/??/??)   81.460  (m)          267.26   (f) ADJUSTED    1 2
 FF0382
 FF0382.Superseded values are not recommended for survey control.
 FF0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0382.See file dsdata.txt to determine how the superseded data were derived.
 FF0382
 FF0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7303280178(NAD 83)
 FF0382_MARKER: DB = BENCH MARK DISK
 FF0382_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FF0382_SP_SET: WINGWALL
 FF0382_STAMPING: F 215 1959
 FF0382_MARK LOGO: CGS   
 FF0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0382+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF0382
 FF0382  HISTORY     - Date     Condition        Report By
 FF0382  HISTORY     - 1959     MONUMENTED       CGS
 FF0382  HISTORY     - 19920116 GOOD             NGS
 FF0382  HISTORY     - 19941110 MARK NOT FOUND   TN1620
 FF0382  HISTORY     - 20020411 GOOD             USACE
 FF0382  HISTORY     - 20030701 GOOD             EMCINC
 FF0382
 FF0382                          STATION DESCRIPTION
 FF0382
 FF0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0382'AT MEMPHIS.
 FF0382'THE MARK IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST WINGWALL OF
 FF0382'A CONCRETE BRIDGE.  IT IS 0.6 MILE SOUTH OF THE INTERSECTION OF
 FF0382'MILL BRANCH ROAD AND RAINES ROAD, 59 FEET SOUTH-SOUTHEAST OF A
 FF0382'POWER LINE POLE NUMBER 8117, 40 FEET EAST OF THE CENTER OF MILL
 FF0382'BRANCH ROAD AND 5.2 FEET SOUTHWEST OF THE NORTHWEST END OF
 FF0382'WINGWALL.  IT IS ABOUT 0.7 MILE SOUTH OF MILL 1959.
 FF0382
 FF0382                          STATION RECOVERY (1992)
 FF0382
 FF0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0382'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FF0382'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 7.3 KM (4.55 MI) EASTERLY
 FF0382'ALONG COUNTY ROAD 175 (SHELBY DRIVE), THENCE 0.7 KM (0.45 MI)
 FF0382'NORTHERLY ALONG MILLBRANCH ROAD, IN TOP OF AND 1.0 M (3.3 FT)
 FF0382'SOUTHWEST OF THE NORTHEAST END OF A CONCRETE WINGWALL OF THE NORTHEAST
 FF0382'ABUTMENT OF A BRIDGE SPANNING A CREEK, 44.8 M (147.0 FT) SOUTH OF THE
 FF0382'CENTER OF OAK WOOD ROAD, 6.9 M (22.6 FT) EAST OF THE CENTERLINE OF
 FF0382'THE NORTHBOUND LANES OF THE ROAD, AND 5.4 M (17.7 FT) NORTH OF A
 FF0382'CHAIN-LINK FENCE.
 FF0382
 FF0382                          STATION RECOVERY (1994)
 FF0382
 FF0382'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0382'MARK NOT FOUND.
 FF0382
 FF0382                          STATION RECOVERY (2002)
 FF0382
 FF0382'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0382'RECOVERED IN GOOD CONDITION.
 FF0382
 FF0382                          STATION RECOVERY (2003)
 FF0382
 FF0382'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0382'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0654 ***********************************************************************
 FE0654  DESIGNATION -  F 216
 FE0654  PID         -  FE0654
 FE0654  STATE/COUNTY-  TN/MADISON
 FE0654  USGS QUAD   -  JUNO (1980)
 FE0654
 FE0654                         *CURRENT SURVEY CONTROL
 FE0654  ___________________________________________________________________
 FE0654* NAD 83(1986)-  35 44 36.     (N)    088 37 25.     (W)     SCALED    
 FE0654* NAVD 88     -       161.975  (meters)     531.41   (feet)  ADJUSTED  
 FE0654  ___________________________________________________________________
 FE0654  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0654  DYNAMIC HT  -         161.831 (meters)     530.94  (feet)  COMP
 FE0654  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FE0654
 FE0654  VERT ORDER  -  SECOND    CLASS 0
 FE0654
 FE0654.The horizontal coordinates were scaled from a topographic map and have
 FE0654.an estimated accuracy of +/- 6 seconds.
 FE0654
 FE0654.The orthometric height was determined by differential leveling
 FE0654.and adjusted by the National Geodetic Survey in June 1991..
 FE0654
 FE0654.The geoid height was determined by GEOID03.
 FE0654
 FE0654.The dynamic height is computed by dividing the NAVD 88
 FE0654.geopotential number by the normal gravity value computed on the
 FE0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0654.degrees latitude (g = 980.6199 gals.).
 FE0654
 FE0654.The modeled gravity was interpolated from observed gravity values.
 FE0654
 FE0654;                    North         East    Units  Estimated Accuracy
 FE0654;SPC TN       -   159,620.      362,720.      MT  (+/- 180 meters Scaled)
 FE0654
 FE0654                          SUPERSEDED SURVEY CONTROL
 FE0654
 FE0654  NGVD 29 (??/??/??)  162.005  (m)          531.51   (f) ADJUSTED    2 0
 FE0654
 FE0654.Superseded values are not recommended for survey control.
 FE0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0654.See file dsdata.txt to determine how the superseded data were derived.
 FE0654
 FE0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE531566(NAD 83)
 FE0654_MARKER: DB = BENCH MARK DISK
 FE0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0654+STABILITY: SURFACE MOTION
 FE0654
 FE0654  HISTORY     - Date     Condition        Report By
 FE0654  HISTORY     - UNK      MONUMENTED       CGS
 FE0654  HISTORY     - 1959     GOOD             CGS
 FE0654  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0654
 FE0654                          STATION DESCRIPTION
 FE0654
 FE0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0654'24 MI NE FROM JACKSON.
 FE0654'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0654'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0654'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0654'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 20,
 FE0654'THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 2.95
 FE0654'MILES EAST ALONG HARTMAS LANE, THENCE NORTH 2.1 MILES ALONG LAW
 FE0654'ROAD TO THE JUNCTION OF LAW ROAD AND GURLEY CREEK ROAD.  IT IS
 FE0654'28 FEET WEST OF CENTER LINE OF LAW ROAD AND THE JUNCTION OF GURLEY
 FE0654'CREEK ROAD, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 14 FEET
 FE0654'SOUTH OF A FIELD ROAD.  THE MARK IS SET IN THE TOP OF A CONCRETE
 FE0654'POST, WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND
 FE0654'AND IS 1.3 FEET WEST OF A WITNESS SIGN.
 FE0654
 FE0654                          STATION RECOVERY (2002)
 FE0654
 FE0654'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1146 ***********************************************************************
 FD1146  DESIGNATION -  F 218
 FD1146  PID         -  FD1146
 FD1146  STATE/COUNTY-  TN/HUMPHREYS
 FD1146  USGS QUAD   -  BUCKSNORT (1968)
 FD1146
 FD1146                         *CURRENT SURVEY CONTROL
 FD1146  ___________________________________________________________________
 FD1146* NAD 83(1986)-  35 52 31.     (N)    087 42 45.     (W)     SCALED    
 FD1146* NAVD 88     -       131.294  (meters)     430.75   (feet)  ADJUSTED  
 FD1146  ___________________________________________________________________
 FD1146  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD1146  DYNAMIC HT  -         131.181 (meters)     430.38  (feet)  COMP
 FD1146  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 FD1146
 FD1146  VERT ORDER  -  SECOND    CLASS 0
 FD1146
 FD1146.The horizontal coordinates were scaled from a topographic map and have
 FD1146.an estimated accuracy of +/- 6 seconds.
 FD1146
 FD1146.The orthometric height was determined by differential leveling
 FD1146.and adjusted by the National Geodetic Survey in June 1991..
 FD1146
 FD1146.The geoid height was determined by GEOID03.
 FD1146
 FD1146.The dynamic height is computed by dividing the NAVD 88
 FD1146.geopotential number by the normal gravity value computed on the
 FD1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1146.degrees latitude (g = 980.6199 gals.).
 FD1146
 FD1146.The modeled gravity was interpolated from observed gravity values.
 FD1146
 FD1146;                    North         East    Units  Estimated Accuracy
 FD1146;SPC TN       -   172,430.      445,370.      MT  (+/- 180 meters Scaled)
 FD1146
 FD1146                          SUPERSEDED SURVEY CONTROL
 FD1146
 FD1146  NGVD 29 (??/??/92)  131.324  (m)          430.85   (f) ADJ UNCH    2 0
 FD1146
 FD1146.Superseded values are not recommended for survey control.
 FD1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1146.See file dsdata.txt to determine how the superseded data were derived.
 FD1146
 FD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE356703(NAD 83)
 FD1146_MARKER: DB = BENCH MARK DISK
 FD1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1146_STAMPING: F 218 1959
 FD1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1146+STABILITY: SURFACE MOTION
 FD1146
 FD1146  HISTORY     - Date     Condition        Report By
 FD1146  HISTORY     - 1959     MONUMENTED       CGS
 FD1146  HISTORY     - 1967     GOOD             NGS
 FD1146
 FD1146                          STATION DESCRIPTION
 FD1146
 FD1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1146'1.9 MI W FROM OLNY.
 FD1146'TO REACH FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40
 FD1146'ABOUT 9 MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO NORTH ON
 FD1146'STATE ROUTE 13 FOR 0.15 MILE TO A GRAVELED ROAD ON THE RIGHT.
 FD1146'HERE TURN RIGHT AND GO EASTERLY ON THE GRAVELED ROAD FOR 5.1
 FD1146'MILES TO THE MARK ON THE LEFT.  IT IS ABOUT 150 FEET NORTH OF
 FD1146'THE NORTHEAST CORNER OF A NEW BRICK HOME, 97 FEET NORTHWEST
 FD1146'AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF AN OLD FRAME
 FD1146'HOUSE, 29 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 FD1146'ROAD, AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 FD1146'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD1146'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED F 218 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1444 ***********************************************************************
 GC1444  DESIGNATION -  F 219
 GC1444  PID         -  GC1444
 GC1444  STATE/COUNTY-  TN/DICKSON
 GC1444  USGS QUAD   -  BURNS (1986)
 GC1444
 GC1444                         *CURRENT SURVEY CONTROL
 GC1444  ___________________________________________________________________
 GC1444* NAD 83(1986)-  36 00 55.     (N)    087 21 52.     (W)     SCALED    
 GC1444* NAVD 88     -       212.393  (meters)     696.83   (feet)  ADJUSTED  
 GC1444  ___________________________________________________________________
 GC1444  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1444  DYNAMIC HT  -         212.206 (meters)     696.21  (feet)  COMP
 GC1444  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 GC1444
 GC1444  VERT ORDER  -  SECOND    CLASS 0
 GC1444
 GC1444.The horizontal coordinates were scaled from a topographic map and have
 GC1444.an estimated accuracy of +/- 6 seconds.
 GC1444
 GC1444.The orthometric height was determined by differential leveling
 GC1444.and adjusted by the National Geodetic Survey in June 1991..
 GC1444
 GC1444.The geoid height was determined by GEOID03.
 GC1444
 GC1444.The dynamic height is computed by dividing the NAVD 88
 GC1444.geopotential number by the normal gravity value computed on the
 GC1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1444.degrees latitude (g = 980.6199 gals.).
 GC1444
 GC1444.The modeled gravity was interpolated from observed gravity values.
 GC1444
 GC1444;                    North         East    Units  Estimated Accuracy
 GC1444;SPC TN       -   187,470.      477,010.      MT  (+/- 180 meters Scaled)
 GC1444
 GC1444                          SUPERSEDED SURVEY CONTROL
 GC1444
 GC1444  NGVD 29 (??/??/92)  212.383  (m)          696.79   (f) ADJ UNCH    2 0
 GC1444
 GC1444.Superseded values are not recommended for survey control.
 GC1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1444.See file dsdata.txt to determine how the superseded data were derived.
 GC1444
 GC1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE671857(NAD 83)
 GC1444_MARKER: DB = BENCH MARK DISK
 GC1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1444_STAMPING: F 219 1959
 GC1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1444+STABILITY: SURFACE MOTION
 GC1444
 GC1444  HISTORY     - Date     Condition        Report By
 GC1444  HISTORY     - 1959     MONUMENTED       CGS
 GC1444
 GC1444                          STATION DESCRIPTION
 GC1444
 GC1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1444'2.1 MI W FROM TIDWELL.
 GC1444'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1444'TIDWELL, (A SMALL SETTLEMENT LOCATED ABOUT 3.8 MILES SOUTH OF
 GC1444'COLESBURG ON STATE HIGHWAY 46), GO WEST ON THE GRAVELED ROAD FOR
 GC1444'2.1 MILES TO A SHARP CURVE IN THE ROAD, 16 FT. SOUTHEAST OF THE
 GC1444'CENTER OF THE GRAVELED ROAD, 4 FT. NORTHEAST OF A POWER LINE POLE
 GC1444'WITH A GUY WIRE, 2 FT. SOUTHEAST OF A WITNESS SIGN, A DISK SET
 GC1444'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND ABOUT 2 FT.
 GC1444'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0721 ***********************************************************************
 FD0721  DESIGNATION -  F 22
 FD0721  PID         -  FD0721
 FD0721  STATE/COUNTY-  TN/HICKMAN
 FD0721  USGS QUAD   -  LYLES (1992)
 FD0721
 FD0721                         *CURRENT SURVEY CONTROL
 FD0721  ___________________________________________________________________
 FD0721* NAD 83(1986)-  35 55 39.     (N)    087 20 46.     (W)     SCALED    
 FD0721* NAVD 88     -       245.171  (meters)     804.37   (feet)  ADJUSTED  
 FD0721  ___________________________________________________________________
 FD0721  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD0721  DYNAMIC HT  -         244.955 (meters)     803.66  (feet)  COMP
 FD0721  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 FD0721
 FD0721  VERT ORDER  -  SECOND    CLASS 0
 FD0721
 FD0721.The horizontal coordinates were scaled from a topographic map and have
 FD0721.an estimated accuracy of +/- 6 seconds.
 FD0721
 FD0721.The orthometric height was determined by differential leveling
 FD0721.and adjusted by the National Geodetic Survey in June 1991..
 FD0721
 FD0721.The geoid height was determined by GEOID03.
 FD0721
 FD0721.The dynamic height is computed by dividing the NAVD 88
 FD0721.geopotential number by the normal gravity value computed on the
 FD0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0721.degrees latitude (g = 980.6199 gals.).
 FD0721
 FD0721.The modeled gravity was interpolated from observed gravity values.
 FD0721
 FD0721;                    North         East    Units  Estimated Accuracy
 FD0721;SPC TN       -   177,710.      478,530.      MT  (+/- 180 meters Scaled)
 FD0721
 FD0721                          SUPERSEDED SURVEY CONTROL
 FD0721
 FD0721  NGVD 29 (??/??/92)  245.157  (m)          804.32   (f) ADJ UNCH    2 0
 FD0721
 FD0721.Superseded values are not recommended for survey control.
 FD0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0721.See file dsdata.txt to determine how the superseded data were derived.
 FD0721
 FD0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE687759(NAD 83)
 FD0721_MARKER: DB = BENCH MARK DISK
 FD0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0721_STAMPING: F 22 1934
 FD0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0721+STABILITY: SURFACE MOTION
 FD0721
 FD0721  HISTORY     - Date     Condition        Report By
 FD0721  HISTORY     - 1934     MONUMENTED       CGS
 FD0721
 FD0721                          STATION DESCRIPTION
 FD0721
 FD0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0721'0.9 MI N FROM LYLE.
 FD0721'0.9 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0721'RAILWAY FROM LYLE, HICKMAN COUNTY, 1-1/2 RAILS EAST OF POLE
 FD0721'13/14, AND 15 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.
 FD0721'A STANDARD DISK, STAMPED F 22 1934 AND SET IN THE TOP OF A
 FD0721'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1497 ***********************************************************************
 GC1497  DESIGNATION -  F 220
 GC1497  PID         -  GC1497
 GC1497  STATE/COUNTY-  TN/CHEATHAM
 GC1497  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1497
 GC1497                         *CURRENT SURVEY CONTROL
 GC1497  ___________________________________________________________________
 GC1497* NAD 83(1986)-  36 05 15.     (N)    087 03 24.     (W)     SCALED    
 GC1497* NAVD 88     -       166.979  (meters)     547.83   (feet)  ADJUSTED  
 GC1497  ___________________________________________________________________
 GC1497  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC1497  DYNAMIC HT  -         166.835 (meters)     547.36  (feet)  COMP
 GC1497  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 GC1497
 GC1497  VERT ORDER  -  SECOND    CLASS 0
 GC1497
 GC1497.The horizontal coordinates were scaled from a topographic map and have
 GC1497.an estimated accuracy of +/- 6 seconds.
 GC1497
 GC1497.The orthometric height was determined by differential leveling
 GC1497.and adjusted by the National Geodetic Survey in June 1991..
 GC1497
 GC1497.The geoid height was determined by GEOID03.
 GC1497
 GC1497.The dynamic height is computed by dividing the NAVD 88
 GC1497.geopotential number by the normal gravity value computed on the
 GC1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1497.degrees latitude (g = 980.6199 gals.).
 GC1497
 GC1497.The modeled gravity was interpolated from observed gravity values.
 GC1497
 GC1497;                    North         East    Units  Estimated Accuracy
 GC1497;SPC TN       -   195,140.      504,840.      MT  (+/- 180 meters Scaled)
 GC1497
 GC1497                          SUPERSEDED SURVEY CONTROL
 GC1497
 GC1497  NGVD 29 (??/??/92)  166.997  (m)          547.89   (f) ADJ UNCH    2 0
 GC1497
 GC1497.Superseded values are not recommended for survey control.
 GC1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1497.See file dsdata.txt to determine how the superseded data were derived.
 GC1497
 GC1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE948936(NAD 83)
 GC1497_MARKER: DB = BENCH MARK DISK
 GC1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1497_STAMPING: F 220
 GC1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1497+STABILITY: SURFACE MOTION
 GC1497
 GC1497  HISTORY     - Date     Condition        Report By
 GC1497  HISTORY     - UNK      MONUMENTED       CGS
 GC1497  HISTORY     - 1959     GOOD             NGS
 GC1497
 GC1497                          STATION DESCRIPTION
 GC1497
 GC1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1497'4 MI SE FROM KINGSTON SPRINGS.
 GC1497'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1497'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1497'ROAD, THENCE 2.3 MILES EAST ON THE INTERSTATE HIGHWAY, 77 FT.
 GC1497'NORTH OF THE NORTH EDGE OF THE INTERSTATE HIGHWAY, 2 FT.
 GC1497'NORTHWEST OF THE CORNER OF THE RIGHT OF WAY FENCE AND 2 FT. NORTH
 GC1497'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 GC1497'PROJECTING 3 INCHES, AND ABOUT 8 FT. BELOW THE LEVEL OF THE
 GC1497'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0532 ***********************************************************************
 GC0532  DESIGNATION -  F 221
 GC0532  PID         -  GC0532
 GC0532  STATE/COUNTY-  TN/ROBERTSON
 GC0532  USGS QUAD   -  WHITE HOUSE (1981)
 GC0532
 GC0532                         *CURRENT SURVEY CONTROL
 GC0532  ___________________________________________________________________
 GC0532* NAD 83(1986)-  36 25 15.     (N)    086 41 43.     (W)     SCALED    
 GC0532* NAVD 88     -       272.327  (meters)     893.46   (feet)  ADJUSTED  
 GC0532  ___________________________________________________________________
 GC0532  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC0532  DYNAMIC HT  -         272.096 (meters)     892.70  (feet)  COMP
 GC0532  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GC0532
 GC0532  VERT ORDER  -  SECOND    CLASS 0
 GC0532
 GC0532.The horizontal coordinates were scaled from a topographic map and have
 GC0532.an estimated accuracy of +/- 6 seconds.
 GC0532
 GC0532.The orthometric height was determined by differential leveling
 GC0532.and adjusted by the National Geodetic Survey in June 1991..
 GC0532
 GC0532.The geoid height was determined by GEOID03.
 GC0532
 GC0532.The dynamic height is computed by dividing the NAVD 88
 GC0532.geopotential number by the normal gravity value computed on the
 GC0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0532.degrees latitude (g = 980.6199 gals.).
 GC0532
 GC0532.The modeled gravity was interpolated from observed gravity values.
 GC0532
 GC0532;                    North         East    Units  Estimated Accuracy
 GC0532;SPC TN       -   231,830.      537,650.      MT  (+/- 180 meters Scaled)
 GC0532
 GC0532                          SUPERSEDED SURVEY CONTROL
 GC0532
 GC0532  NGVD 29 (??/??/92)  272.385  (m)          893.65   (f) ADJ UNCH    2 0
 GC0532
 GC0532.Superseded values are not recommended for survey control.
 GC0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0532.See file dsdata.txt to determine how the superseded data were derived.
 GC0532
 GC0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF273306(NAD 83)
 GC0532_MARKER: DB = BENCH MARK DISK
 GC0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0532_SP_SET: CULVERT
 GC0532_STAMPING: F 221 1959
 GC0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0532
 GC0532  HISTORY     - Date     Condition        Report By
 GC0532  HISTORY     - 1959     MONUMENTED       CGS
 GC0532  HISTORY     - 1960     GOOD             NGS
 GC0532
 GC0532                          STATION DESCRIPTION
 GC0532
 GC0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0532'5.8 MI SW FROM WHITE HOUSE.
 GC0532'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY 31 W
 GC0532'FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76, THENCE
 GC0532'2.5 MILES SOUTH ON A GRAVELED ROAD, THENCE 1.05 MILES SOUTH ON
 GC0532'U.S. HIGHWAY 31 W TO A CONCRETE CULVERT, 28 FT. WEST OF THE
 GC0532'CENTER OF U.S. HIGHWAY 31 W, 23 FT. EAST OF TELEPHONE POLE NO. 127,
 GC0532'11 FT. NORTH OF THE CENTER OF A PRIVATE DRIVE, A DISK DRILLED IN
 GC0532'THE TOP OF THE NORTH CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0623 ***********************************************************************
 GC0623  DESIGNATION -  F 222
 GC0623  PID         -  GC0623
 GC0623  STATE/COUNTY-  TN/DAVIDSON
 GC0623  USGS QUAD   -  OAK HILL (1968)
 GC0623
 GC0623                         *CURRENT SURVEY CONTROL
 GC0623  ___________________________________________________________________
 GC0623* NAD 83(1986)-  36 06 54.     (N)    086 47 00.     (W)     SCALED    
 GC0623* NAVD 88     -       152.515  (meters)     500.38   (feet)  ADJUSTED  
 GC0623  ___________________________________________________________________
 GC0623  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0623  DYNAMIC HT  -         152.384 (meters)     499.95  (feet)  COMP
 GC0623  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 GC0623
 GC0623  VERT ORDER  -  SECOND    CLASS 0
 GC0623
 GC0623.The horizontal coordinates were scaled from a topographic map and have
 GC0623.an estimated accuracy of +/- 6 seconds.
 GC0623
 GC0623.The orthometric height was determined by differential leveling
 GC0623.and adjusted by the National Geodetic Survey in June 1991..
 GC0623
 GC0623.The geoid height was determined by GEOID03.
 GC0623
 GC0623.The dynamic height is computed by dividing the NAVD 88
 GC0623.geopotential number by the normal gravity value computed on the
 GC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0623.degrees latitude (g = 980.6199 gals.).
 GC0623
 GC0623.The modeled gravity was interpolated from observed gravity values.
 GC0623
 GC0623;                    North         East    Units  Estimated Accuracy
 GC0623;SPC TN       -   197,960.      529,480.      MT  (+/- 180 meters Scaled)
 GC0623
 GC0623                          SUPERSEDED SURVEY CONTROL
 GC0623
 GC0623  NGVD 29 (??/??/92)  152.537  (m)          500.45   (f) ADJ UNCH    2 0
 GC0623
 GC0623.Superseded values are not recommended for survey control.
 GC0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0623.See file dsdata.txt to determine how the superseded data were derived.
 GC0623
 GC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE194967(NAD 83)
 GC0623_MARKER: DB = BENCH MARK DISK
 GC0623_SETTING: 66 = SET IN ROCK OUTCROP
 GC0623_SP_SET: BEDROCK
 GC0623_STAMPING: F 222 1959
 GC0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0623+STABILITY: POSITION/ELEVATION WELL
 GC0623
 GC0623  HISTORY     - Date     Condition        Report By
 GC0623  HISTORY     - 1959     MONUMENTED       CGS
 GC0623  HISTORY     - 1960     GOOD             NGS
 GC0623
 GC0623                          STATION DESCRIPTION
 GC0623
 GC0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0623'AT NASHVILLE.
 GC0623'THIS BENCH MARK IS LOCATED AT THE INTERSECTION OF BATTLEFIELD DR.
 GC0623'AND CRAIG AVE. IN SOUTH NASHVILLE, 75.7 FT. SOUTHWEST AND ACROSS
 GC0623'THE ROAD FROM A POWER LINE POLE, 58.6 FT. SOUTHEAST OF THE CENTER
 GC0623'OF BATTLEFIELD DR., 17.6 FT. EAST OF THE CENTER OF CRAIG AVE.,
 GC0623'DRILLED IN THE TOP OF A BED ROCK AT THE BOTTOM OF A DITCH AND ABOUT
 GC0623'3 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0671 ***********************************************************************
 GC0671  DESIGNATION -  F 223
 GC0671  PID         -  GC0671
 GC0671  STATE/COUNTY-  TN/DAVIDSON
 GC0671  USGS QUAD   -  OAK HILL (1968)
 GC0671
 GC0671                         *CURRENT SURVEY CONTROL
 GC0671  ___________________________________________________________________
 GC0671* NAD 83(1986)-  36 04 28.     (N)    086 46 05.     (W)     SCALED    
 GC0671* NAVD 88     -       193.203  (meters)     633.87   (feet)  ADJUSTED  
 GC0671  ___________________________________________________________________
 GC0671  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0671  DYNAMIC HT  -         193.036 (meters)     633.32  (feet)  COMP
 GC0671  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0671
 GC0671  VERT ORDER  -  SECOND    CLASS 0
 GC0671
 GC0671.The horizontal coordinates were scaled from a topographic map and have
 GC0671.an estimated accuracy of +/- 6 seconds.
 GC0671
 GC0671.The orthometric height was determined by differential leveling
 GC0671.and adjusted by the National Geodetic Survey in June 1991..
 GC0671
 GC0671.The geoid height was determined by GEOID03.
 GC0671
 GC0671.The dynamic height is computed by dividing the NAVD 88
 GC0671.geopotential number by the normal gravity value computed on the
 GC0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0671.degrees latitude (g = 980.6199 gals.).
 GC0671
 GC0671.The modeled gravity was interpolated from observed gravity values.
 GC0671
 GC0671;                    North         East    Units  Estimated Accuracy
 GC0671;SPC TN       -   193,450.      530,820.      MT  (+/- 180 meters Scaled)
 GC0671
 GC0671                          SUPERSEDED SURVEY CONTROL
 GC0671
 GC0671  NGVD 29 (??/??/92)  193.218  (m)          633.92   (f) ADJ UNCH    2 0
 GC0671
 GC0671.Superseded values are not recommended for survey control.
 GC0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0671.See file dsdata.txt to determine how the superseded data were derived.
 GC0671
 GC0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE208922(NAD 83)
 GC0671_MARKER: DB = BENCH MARK DISK
 GC0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0671_SP_SET: OVERPASS
 GC0671_STAMPING: F 223 1960
 GC0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0671
 GC0671  HISTORY     - Date     Condition        Report By
 GC0671  HISTORY     - 1960     MONUMENTED       CGS
 GC0671
 GC0671                          STATION DESCRIPTION
 GC0671
 GC0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0671'3.2 MI N FROM BRENTWOOD.
 GC0671'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0671'HIGHWAY 31, THEN 1.55 MILE NORTH ON WILSON PIKE ROAD, THEN 1.5
 GC0671'MILE NORTH ON THE L. AND N. RAILROAD TO AN OVERPASS OVER FARREL
 GC0671'ROAD.  THE DISK IS 8 FT. EAST OF THE WEST END OF THE ABUTMENT,
 GC0671'6 FT. WEST OF THE WEST RAIL AND CEMENTED IN A DRILL HOLE IN THE
 GC0671'TOP OF THE NORTHWEST CONCRETE ABUTMENT OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0583 ***********************************************************************
 FD0583  DESIGNATION -  F 224
 FD0583  PID         -  FD0583
 FD0583  STATE/COUNTY-  TN/MAURY
 FD0583  USGS QUAD   -  GLENDALE (1981)
 FD0583
 FD0583                         *CURRENT SURVEY CONTROL
 FD0583  ___________________________________________________________________
 FD0583* NAD 83(1986)-  35 36 49.     (N)    086 54 01.     (W)     SCALED    
 FD0583* NAVD 88     -       188.919  (meters)     619.81   (feet)  ADJUSTED  
 FD0583  ___________________________________________________________________
 FD0583  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0583  DYNAMIC HT  -         188.753 (meters)     619.27  (feet)  COMP
 FD0583  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 FD0583
 FD0583  VERT ORDER  -  SECOND    CLASS 0
 FD0583
 FD0583.The horizontal coordinates were scaled from a topographic map and have
 FD0583.an estimated accuracy of +/- 6 seconds.
 FD0583
 FD0583.The orthometric height was determined by differential leveling
 FD0583.and adjusted by the National Geodetic Survey in June 1991..
 FD0583
 FD0583.The geoid height was determined by GEOID03.
 FD0583
 FD0583.The dynamic height is computed by dividing the NAVD 88
 FD0583.geopotential number by the normal gravity value computed on the
 FD0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0583.degrees latitude (g = 980.6199 gals.).
 FD0583
 FD0583.The modeled gravity was interpolated from observed gravity values.
 FD0583
 FD0583;                    North         East    Units  Estimated Accuracy
 FD0583;SPC TN       -   142,420.      518,440.      MT  (+/- 180 meters Scaled)
 FD0583
 FD0583                          SUPERSEDED SURVEY CONTROL
 FD0583
 FD0583  NGVD 29 (??/??/92)  188.900  (m)          619.75   (f) ADJ UNCH    2 0
 FD0583
 FD0583.Superseded values are not recommended for survey control.
 FD0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0583.See file dsdata.txt to determine how the superseded data were derived.
 FD0583
 FD0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE090410(NAD 83)
 FD0583_MARKER: DB = BENCH MARK DISK
 FD0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0583_STAMPING: F 224 1960
 FD0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0583+STABILITY: SURFACE MOTION
 FD0583
 FD0583  HISTORY     - Date     Condition        Report By
 FD0583  HISTORY     - 1960     MONUMENTED       CGS
 FD0583
 FD0583                          STATION DESCRIPTION
 FD0583
 FD0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0583'7.3 MI N FROM BRYANT.
 FD0583'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY 50
 FD0583'FOR 0.7 MILE, THEN 6.6 MILES NORTH ON INTERSTATE HIGHWAY 65.
 FD0583'THE BENCH MARK IS ABOUT 0.15 MILE SOUTH OF A SMALL CREEK, ABOUT
 FD0583'200 FT. EAST OF THE CENTER OF INTERSTATE HIGHWAY 65, 113 FT.
 FD0583'SOUTHEAST OF A POWER LINE POLE, 25 FT. NORTHEAST OF THE CENTER
 FD0583'OF A GRAVEL ROAD AND 1.5 FT. NORTHEAST OF A WITNESS SIGN.  THE
 FD0583'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0423 ***********************************************************************
 FD0423  DESIGNATION -  F 225
 FD0423  PID         -  FD0423
 FD0423  STATE/COUNTY-  TN/GILES
 FD0423  USGS QUAD   -  FRANKEWING (1982)
 FD0423
 FD0423                         *CURRENT SURVEY CONTROL
 FD0423  ___________________________________________________________________
 FD0423* NAD 83(1986)-  35 10 57.     (N)    086 52 25.     (W)     SCALED    
 FD0423* NAVD 88     -       253.430  (meters)     831.46   (feet)  ADJUSTED  
 FD0423  ___________________________________________________________________
 FD0423  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0423  DYNAMIC HT  -         253.194 (meters)     830.69  (feet)  COMP
 FD0423  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FD0423
 FD0423  VERT ORDER  -  SECOND    CLASS 0
 FD0423
 FD0423.The horizontal coordinates were scaled from a topographic map and have
 FD0423.an estimated accuracy of +/- 6 seconds.
 FD0423
 FD0423.The orthometric height was determined by differential leveling
 FD0423.and adjusted by the National Geodetic Survey in June 1991..
 FD0423
 FD0423.The geoid height was determined by GEOID03.
 FD0423
 FD0423.The dynamic height is computed by dividing the NAVD 88
 FD0423.geopotential number by the normal gravity value computed on the
 FD0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0423.degrees latitude (g = 980.6199 gals.).
 FD0423
 FD0423.The modeled gravity was interpolated from observed gravity values.
 FD0423
 FD0423;                    North         East    Units  Estimated Accuracy
 FD0423;SPC TN       -    94,570.      520,430.      MT  (+/- 180 meters Scaled)
 FD0423
 FD0423                          SUPERSEDED SURVEY CONTROL
 FD0423
 FD0423  NGVD 29 (??/??/92)  253.403  (m)          831.37   (f) ADJ UNCH    2 0
 FD0423
 FD0423.Superseded values are not recommended for survey control.
 FD0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0423.See file dsdata.txt to determine how the superseded data were derived.
 FD0423
 FD0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED115932(NAD 83)
 FD0423_MARKER: DB = BENCH MARK DISK
 FD0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0423_STAMPING: F 225 1960
 FD0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0423+STABILITY: SURFACE MOTION
 FD0423
 FD0423  HISTORY     - Date     Condition        Report By
 FD0423  HISTORY     - 1960     MONUMENTED       CGS
 FD0423
 FD0423                          STATION DESCRIPTION
 FD0423
 FD0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0423'3.3 MI N FROM BUNKER HILL.
 FD0423'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0423'FOR 3.3 MILES TO A TRACK ROAD LEADING EAST.  THE BENCH MARK IS
 FD0423'55 FT. SOUTHWEST OF THE CENTER OF THE GATE AND ROAD LEADING TO
 FD0423'A BARN, 25 FT. SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 1 FT.
 FD0423'EAST OF A FENCE, AND 2 FT. NORTHWEST OF A WITNESS SIGN.  THE
 FD0423'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 FD0423'ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0720 ***********************************************************************
 GC0720  DESIGNATION -  F 226
 GC0720  PID         -  GC0720
 GC0720  STATE/COUNTY-  TN/WILSON
 GC0720  USGS QUAD   -  HERMITAGE (1983)
 GC0720
 GC0720                         *CURRENT SURVEY CONTROL
 GC0720  ___________________________________________________________________
 GC0720* NAD 83(1986)-  36 11 15.     (N)    086 30 40.     (W)     SCALED    
 GC0720* NAVD 88     -       166.915  (meters)     547.62   (feet)  ADJUSTED  
 GC0720  ___________________________________________________________________
 GC0720  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0720  DYNAMIC HT  -         166.774 (meters)     547.16  (feet)  COMP
 GC0720  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GC0720
 GC0720  VERT ORDER  -  SECOND    CLASS 0
 GC0720
 GC0720.The horizontal coordinates were scaled from a topographic map and have
 GC0720.an estimated accuracy of +/- 6 seconds.
 GC0720
 GC0720.The orthometric height was determined by differential leveling
 GC0720.and adjusted by the National Geodetic Survey in June 1991..
 GC0720
 GC0720.The geoid height was determined by GEOID03.
 GC0720
 GC0720.The dynamic height is computed by dividing the NAVD 88
 GC0720.geopotential number by the normal gravity value computed on the
 GC0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0720.degrees latitude (g = 980.6199 gals.).
 GC0720
 GC0720.The modeled gravity was interpolated from observed gravity values.
 GC0720
 GC0720;                    North         East    Units  Estimated Accuracy
 GC0720;SPC TN       -   205,840.      554,030.      MT  (+/- 180 meters Scaled)
 GC0720
 GC0720                          SUPERSEDED SURVEY CONTROL
 GC0720
 GC0720  NGVD 29 (??/??/92)  166.963  (m)          547.78   (f) ADJ UNCH    2 0
 GC0720
 GC0720.Superseded values are not recommended for survey control.
 GC0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0720.See file dsdata.txt to determine how the superseded data were derived.
 GC0720
 GC0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF439048(NAD 83)
 GC0720_MARKER: DB = BENCH MARK DISK
 GC0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0720_SP_SET: BRIDGE
 GC0720_STAMPING: F 226 1960
 GC0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0720
 GC0720  HISTORY     - Date     Condition        Report By
 GC0720  HISTORY     - 1960     MONUMENTED       CGS
 GC0720
 GC0720                          STATION DESCRIPTION
 GC0720
 GC0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0720'1.3 MI SE FROM MOUNT JULIET.
 GC0720'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0720'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0720'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.2 MILE
 GC0720'SOUTH ON THE MT. JULIET ROAD TO A BRIDGE OVER A CREEK.  THE BENCH
 GC0720'MARK IS 9 FT. EAST OF THE CENTER OF MT. JULIET ROAD.  THE DISK IS
 GC0720'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CONCRETE
 GC0720'HEADWALL OF THE CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0285 ***********************************************************************
 GC0285  DESIGNATION -  F 227
 GC0285  PID         -  GC0285
 GC0285  STATE/COUNTY-  TN/WILSON
 GC0285  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0285
 GC0285                         *CURRENT SURVEY CONTROL
 GC0285  ___________________________________________________________________
 GC0285* NAD 83(1986)-  36 10 23.     (N)    086 07 25.     (W)     SCALED    
 GC0285* NAVD 88     -       201.463  (meters)     660.97   (feet)  ADJUSTED  
 GC0285  ___________________________________________________________________
 GC0285  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0285  DYNAMIC HT  -         201.293 (meters)     660.41  (feet)  COMP
 GC0285  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 GC0285
 GC0285  VERT ORDER  -  SECOND    CLASS 0
 GC0285
 GC0285.The horizontal coordinates were scaled from a topographic map and have
 GC0285.an estimated accuracy of +/- 6 seconds.
 GC0285
 GC0285.The orthometric height was determined by differential leveling
 GC0285.and adjusted by the National Geodetic Survey in June 1991..
 GC0285
 GC0285.The geoid height was determined by GEOID03.
 GC0285
 GC0285.The dynamic height is computed by dividing the NAVD 88
 GC0285.geopotential number by the normal gravity value computed on the
 GC0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0285.degrees latitude (g = 980.6199 gals.).
 GC0285
 GC0285.The modeled gravity was interpolated from observed gravity values.
 GC0285
 GC0285;                    North         East    Units  Estimated Accuracy
 GC0285;SPC TN       -   204,120.      588,880.      MT  (+/- 180 meters Scaled)
 GC0285
 GC0285                          SUPERSEDED SURVEY CONTROL
 GC0285
 GC0285  NGVD 29 (??/??/92)  201.524  (m)          661.17   (f) ADJ UNCH    2 0
 GC0285
 GC0285.Superseded values are not recommended for survey control.
 GC0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0285.See file dsdata.txt to determine how the superseded data were derived.
 GC0285
 GC0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF788034(NAD 83)
 GC0285_MARKER: DB = BENCH MARK DISK
 GC0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0285_STAMPING: F 227 1960
 GC0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0285+STABILITY: SURFACE MOTION
 GC0285
 GC0285  HISTORY     - Date     Condition        Report By
 GC0285  HISTORY     - 1960     MONUMENTED       CGS
 GC0285
 GC0285                          STATION DESCRIPTION
 GC0285
 GC0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0285'9.9 MI E FROM LEBANON.
 GC0285'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR 0.6
 GC0285'MILE, THEN 9.3 MILES EAST ON BLUE BIRD ROAD.  THE BENCH MARK
 GC0285'IS 59 FT. NORTH OF THE NORTHWEST CORNER OF SAULSBURY BAPTIST
 GC0285'CHURCH, 42 FT. SOUTHEAST OF A POWER LINE POLE, 20 FT. SOUTHEAST
 GC0285'OF THE CENTER OF BLUE BIRD ROAD, 1 FT. SOUTH OF A FENCE CORNER,
 GC0285'AND 1.4 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN
 GC0285'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL
 GC0285'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1738 ***********************************************************************
 GB1738  DESIGNATION -  F 228
 GB1738  PID         -  GB1738
 GB1738  STATE/COUNTY-  TN/SMITH
 GB1738  USGS QUAD   -  GORDONSVILLE (1986)
 GB1738
 GB1738                         *CURRENT SURVEY CONTROL
 GB1738  ___________________________________________________________________
 GB1738* NAD 83(1986)-  36 09 24.     (N)    085 55 28.     (W)     SCALED    
 GB1738* NAVD 88     -       151.962  (meters)     498.56   (feet)  ADJUSTED  
 GB1738  ___________________________________________________________________
 GB1738  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1738  DYNAMIC HT  -         151.832 (meters)     498.14  (feet)  COMP
 GB1738  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 GB1738
 GB1738  VERT ORDER  -  SECOND    CLASS 0
 GB1738
 GB1738.The horizontal coordinates were scaled from a topographic map and have
 GB1738.an estimated accuracy of +/- 6 seconds.
 GB1738
 GB1738.The orthometric height was determined by differential leveling
 GB1738.and adjusted by the National Geodetic Survey in June 1991..
 GB1738
 GB1738.The geoid height was determined by GEOID03.
 GB1738
 GB1738.The dynamic height is computed by dividing the NAVD 88
 GB1738.geopotential number by the normal gravity value computed on the
 GB1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1738.degrees latitude (g = 980.6199 gals.).
 GB1738
 GB1738.The modeled gravity was interpolated from observed gravity values.
 GB1738
 GB1738;                    North         East    Units  Estimated Accuracy
 GB1738;SPC TN       -   202,300.      606,800.      MT  (+/- 180 meters Scaled)
 GB1738
 GB1738                          SUPERSEDED SURVEY CONTROL
 GB1738
 GB1738  NGVD 29 (??/??/92)  152.028  (m)          498.78   (f) ADJ UNCH    2 0
 GB1738
 GB1738.Superseded values are not recommended for survey control.
 GB1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1738.See file dsdata.txt to determine how the superseded data were derived.
 GB1738
 GB1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF967018(NAD 83)
 GB1738_MARKER: DB = BENCH MARK DISK
 GB1738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1738_SP_SET: BRIDGE
 GB1738_STAMPING: F 228 1960
 GB1738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1738
 GB1738  HISTORY     - Date     Condition        Report By
 GB1738  HISTORY     - 1960     MONUMENTED       CGS
 GB1738
 GB1738                          STATION DESCRIPTION
 GB1738
 GB1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1738'1 MI SW FROM CARTHAGE JUNCTION.
 GB1738'FROM THE STATION IN CARTHAGE JUNCTION, GO 0.95 MILES SOUTHWEST
 GB1738'ON THE TENNESSEE CENTRAL RAILROAD TO A WOOD AND CONCRETE BRIDGE
 GB1738'OVER A CREEK.  THE BENCH MARK IS 6.5 FT. WEST OF THE WEST RAIL.
 GB1738'THE DISK IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CONCRETE
 GB1738'HEADWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0132 ***********************************************************************
 FD0132  DESIGNATION -  F 229
 FD0132  PID         -  FD0132
 FD0132  STATE/COUNTY-  TN/COFFEE
 FD0132  USGS QUAD   -  NOAH (1976)
 FD0132
 FD0132                         *CURRENT SURVEY CONTROL
 FD0132  ___________________________________________________________________
 FD0132* NAD 83(1986)-  35 32 29.     (N)    086 10 37.     (W)     SCALED    
 FD0132* NAVD 88     -       343.810  (meters)    1127.98   (feet)  ADJUSTED  
 FD0132  ___________________________________________________________________
 FD0132  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD0132  DYNAMIC HT  -         343.485 (meters)    1126.92  (feet)  COMP
 FD0132  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 FD0132
 FD0132  VERT ORDER  -  SECOND    CLASS 0
 FD0132
 FD0132.The horizontal coordinates were scaled from a topographic map and have
 FD0132.an estimated accuracy of +/- 6 seconds.
 FD0132
 FD0132.The orthometric height was determined by differential leveling
 FD0132.and adjusted by the National Geodetic Survey in June 1991..
 FD0132
 FD0132.The geoid height was determined by GEOID03.
 FD0132
 FD0132.The dynamic height is computed by dividing the NAVD 88
 FD0132.geopotential number by the normal gravity value computed on the
 FD0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0132.degrees latitude (g = 980.6199 gals.).
 FD0132
 FD0132.The modeled gravity was interpolated from observed gravity values.
 FD0132
 FD0132;                    North         East    Units  Estimated Accuracy
 FD0132;SPC TN       -   134,050.      583,960.      MT  (+/- 180 meters Scaled)
 FD0132
 FD0132                          SUPERSEDED SURVEY CONTROL
 FD0132
 FD0132  NGVD 29 (??/??/92)  343.802  (m)         1127.96   (f) ADJ UNCH    2 0
 FD0132
 FD0132.Superseded values are not recommended for survey control.
 FD0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0132.See file dsdata.txt to determine how the superseded data were derived.
 FD0132
 FD0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE746333(NAD 83)
 FD0132_MARKER: DB = BENCH MARK DISK
 FD0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0132_STAMPING: F 229 1960
 FD0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0132+STABILITY: SURFACE MOTION
 FD0132
 FD0132  HISTORY     - Date     Condition        Report By
 FD0132  HISTORY     - 1960     MONUMENTED       CGS
 FD0132
 FD0132                          STATION DESCRIPTION
 FD0132
 FD0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0132'6.6 MI NW FROM MANCHESTER.
 FD0132'FROM THE COURT HOUSE IN MANCHESTER, GO 5.8 MILES NORTHWEST ON
 FD0132'U.S. HIGHWAY 41 TO THE INTERSECTION OF A GRAVELED ROAD, THEN
 FD0132'GO 0.8 MILES WEST ON THE GRAVELED ROAD TO A CEMETERY ON THE
 FD0132'NORTH SIDE OF THE ROAD.  THE BENCH MARK IS ABOUT 170 FT. NORTHEAST
 FD0132'OF THE CENTER OF INTERSTATE HIGHWAY 24, 69 FT. NORTHEAST OF THE
 FD0132'CENTER OF THE GRAVELED ROAD, 51 FT. EAST OF THE CENTER OF A
 FD0132'GATE LEADING TO A CEMETARY, 29 FT. EAST OF THE CENTER OF A
 FD0132'GRAVELED ROAD, AND 1.4 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET
 FD0132'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT 7 FT.
 FD0132'ABOVE THE LEVEL OF THE GRAVELED ROAD.  NOTE-- THIS MARK IS ABOUT
 FD0132'0.9 MILE SOUTHEAST ALONG THE GRAVELED ROAD FROM HANDLE 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0276 ***********************************************************************
 GD0276  DESIGNATION -  F 23 RESET
 GD0276  PID         -  GD0276
 GD0276  STATE/COUNTY-  TN/WEAKLEY
 GD0276  USGS QUAD   -  DRESDEN (1981)
 GD0276
 GD0276                         *CURRENT SURVEY CONTROL
 GD0276  ___________________________________________________________________
 GD0276* NAD 83(1986)-  36 17 20.     (N)    088 42 43.     (W)     SCALED    
 GD0276* NAVD 88     -       126.59   (+/-2cm)     415.3    (feet)  VERTCON   
 GD0276  ___________________________________________________________________
 GD0276  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0276
 GD0276  VERT ORDER  -  THIRD (See Below)
 GD0276
 GD0276.The horizontal coordinates were scaled from a topographic map and have
 GD0276.an estimated accuracy of +/- 6 seconds.
 GD0276
 GD0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0276.The vertical order pertains to the NGVD 29 superseded value.
 GD0276
 GD0276.The geoid height was determined by GEOID03.
 GD0276
 GD0276;                    North         East    Units  Estimated Accuracy
 GD0276;SPC TN       -   220,350.      356,410.      MT  (+/- 180 meters Scaled)
 GD0276
 GD0276                          SUPERSEDED SURVEY CONTROL
 GD0276
 GD0276  NGVD 29 (??/??/??)  126.61   (m)          415.4    (f) RESET       3  
 GD0276
 GD0276.Superseded values are not recommended for survey control.
 GD0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0276.See file dsdata.txt to determine how the superseded data were derived.
 GD0276
 GD0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF462173(NAD 83)
 GD0276_MARKER: DB = BENCH MARK DISK
 GD0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0276_STAMPING: F 23 1934 RESET 1964
 GD0276_MARK LOGO: CGS   
 GD0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0276+STABILITY: SURFACE MOTION
 GD0276
 GD0276  HISTORY     - Date     Condition        Report By
 GD0276  HISTORY     - 1964     MONUMENTED       CGS
 GD0276  HISTORY     - 1967     GOOD             CGS
 GD0276
 GD0276                          STATION DESCRIPTION
 GD0276
 GD0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GD0276'AT DRESDEN.
 GD0276'THE MARK IS AT DRESDEN, TENN. IN THE FOOTING OF THE SOUTHWEST LEG
 GD0276'OF THE MUNICIPAL WATER TANK ABOUT 2 BLOCKS WEST OF THE WEAKLEY
 GD0276'COUNTY COURTHOUSE.  THE DISK IS 100 FEET NORTH OF THE NORTH RAIL
 GD0276'OF THE NASHVILLE, CHATTANOOGA RAILROAD, 50 FEET WEST OF THE
 GD0276'APPROXIMATE CENTER OF A PAVED STREET, 1 FOOT SOUTHEAST OF THE
 GD0276'EDGE OF THE SOUTHEAST LEG OF THE WATER TANK, AND 1 FOOT NORTHWEST
 GD0276'OF THE SOUTHEAST CORNER OF THE CONCRETE FOOTING.  IT IS CEMENTED
 GD0276'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE FOOTING AND THE
 GD0276'DISK IS STAMPED F 23 1934 RESET 1964.
 GD0276
 GD0276                          STATION RECOVERY (1967)
 GD0276
 GD0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1778 ***********************************************************************
 GB1778  DESIGNATION -  F 230
 GB1778  PID         -  GB1778
 GB1778  STATE/COUNTY-  TN/PUTNAM
 GB1778  USGS QUAD   -  SILVER POINT (1981)
 GB1778
 GB1778                         *CURRENT SURVEY CONTROL
 GB1778  ___________________________________________________________________
 GB1778* NAD 83(1986)-  36 05 44.     (N)    085 43 43.     (W)     SCALED    
 GB1778* NAVD 88     -       316.392  (meters)    1038.03   (feet)  ADJUSTED  
 GB1778  ___________________________________________________________________
 GB1778  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB1778  DYNAMIC HT  -         316.109 (meters)    1037.10  (feet)  COMP
 GB1778  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 GB1778
 GB1778  VERT ORDER  -  SECOND    CLASS 0
 GB1778
 GB1778.The horizontal coordinates were scaled from a topographic map and have
 GB1778.an estimated accuracy of +/- 6 seconds.
 GB1778
 GB1778.The orthometric height was determined by differential leveling
 GB1778.and adjusted by the National Geodetic Survey in June 1991..
 GB1778
 GB1778.The geoid height was determined by GEOID03.
 GB1778
 GB1778.The dynamic height is computed by dividing the NAVD 88
 GB1778.geopotential number by the normal gravity value computed on the
 GB1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1778.degrees latitude (g = 980.6199 gals.).
 GB1778
 GB1778.The modeled gravity was interpolated from observed gravity values.
 GB1778
 GB1778;                    North         East    Units  Estimated Accuracy
 GB1778;SPC TN       -   195,550.      624,440.      MT  (+/- 180 meters Scaled)
 GB1778
 GB1778                          SUPERSEDED SURVEY CONTROL
 GB1778
 GB1778  NGVD 29 (??/??/92)  316.453  (m)         1038.23   (f) ADJ UNCH    2 0
 GB1778
 GB1778.Superseded values are not recommended for survey control.
 GB1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1778.See file dsdata.txt to determine how the superseded data were derived.
 GB1778
 GB1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE144952(NAD 83)
 GB1778_MARKER: DB = BENCH MARK DISK
 GB1778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1778_SP_SET: BRIDGE
 GB1778_STAMPING: F 230 1960
 GB1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1778
 GB1778  HISTORY     - Date     Condition        Report By
 GB1778  HISTORY     - 1960     MONUMENTED       CGS
 GB1778
 GB1778                          STATION DESCRIPTION
 GB1778
 GB1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1778'AT SILVER POINT.
 GB1778'THIS BENCH MARK IS 0.1 MILE NORTH OF THE JUNCTION OF STATE
 GB1778'HIGHWAYS 56 AND 141, IN THE SOUTHEAST CORNER OF AN OVERPASS
 GB1778'OVER INTERSTATE HIGHWAY 40, 1.3 FT. WEST OF THE NORTH-SOUTH
 GB1778'RAIL ON THE OVERPASS, 1.2 FT. NORTH OF THE SOUTH END OF THE
 GB1778'OVERPASS, AND ABOUT LEVEL WITH THE OVERPASS RAILING.  THE DISK
 GB1778'IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1839 ***********************************************************************
 GB1839  DESIGNATION -  F 231
 GB1839  PID         -  GB1839
 GB1839  STATE/COUNTY-  TN/PUTNAM
 GB1839  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1839
 GB1839                         *CURRENT SURVEY CONTROL
 GB1839  ___________________________________________________________________
 GB1839* NAD 83(1986)-  36 08 20.     (N)    085 37 20.     (W)     SCALED    
 GB1839* NAVD 88     -       311.034  (meters)    1020.45   (feet)  ADJUSTED  
 GB1839  ___________________________________________________________________
 GB1839  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1839  DYNAMIC HT  -         310.755 (meters)    1019.54  (feet)  COMP
 GB1839  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 GB1839
 GB1839  VERT ORDER  -  SECOND    CLASS 0
 GB1839
 GB1839.The horizontal coordinates were scaled from a topographic map and have
 GB1839.an estimated accuracy of +/- 6 seconds.
 GB1839
 GB1839.The orthometric height was determined by differential leveling
 GB1839.and adjusted by the National Geodetic Survey in June 1991..
 GB1839
 GB1839.The geoid height was determined by GEOID03.
 GB1839
 GB1839.The dynamic height is computed by dividing the NAVD 88
 GB1839.geopotential number by the normal gravity value computed on the
 GB1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1839.degrees latitude (g = 980.6199 gals.).
 GB1839
 GB1839.The modeled gravity was interpolated from observed gravity values.
 GB1839
 GB1839;                    North         East    Units  Estimated Accuracy
 GB1839;SPC TN       -   200,390.      634,000.      MT  (+/- 180 meters Scaled)
 GB1839
 GB1839                          SUPERSEDED SURVEY CONTROL
 GB1839
 GB1839  NGVD 29 (??/??/92)  311.099  (m)         1020.66   (f) ADJ UNCH    2 0
 GB1839
 GB1839.Superseded values are not recommended for survey control.
 GB1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1839.See file dsdata.txt to determine how the superseded data were derived.
 GB1839
 GB1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF239002(NAD 83)
 GB1839_MARKER: DB = BENCH MARK DISK
 GB1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1839_STAMPING: F 231 1960
 GB1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1839+STABILITY: SURFACE MOTION
 GB1839
 GB1839  HISTORY     - Date     Condition        Report By
 GB1839  HISTORY     - 1960     MONUMENTED       CGS
 GB1839
 GB1839                          STATION DESCRIPTION
 GB1839
 GB1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1839'2.1 MI SE FROM BAXTER.
 GB1839'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON STATE
 GB1839'HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN 0.5 MILE
 GB1839'SOUTH ON A GRAVELED ROAD, THEN 0.7 MILE EAST ON INTERSTATE HIGHWAY
 GB1839'40.  165 FT. NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANES
 GB1839'OF INTERSTATE HIGHWAY 40, 150 FT. WEST OF AN OAK TREE, 1 FT. SOUTH
 GB1839'OF A FENCE AND 2 FT. EAST OF A WITNESS SIGN.  THE BENCH MARK IS SET
 GB1839'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0807 ***********************************************************************
 FC0807  DESIGNATION -  F 232
 FC0807  PID         -  FC0807
 FC0807  STATE/COUNTY-  TN/CUMBERLAND
 FC0807  USGS QUAD   -  DORTON (1991)
 FC0807
 FC0807                         *CURRENT SURVEY CONTROL
 FC0807  ___________________________________________________________________
 FC0807* NAD 83(1986)-  35 54 45.     (N)    084 53 23.     (W)     SCALED    
 FC0807* NAVD 88     -       529.555  (meters)    1737.38   (feet)  ADJUSTED  
 FC0807  ___________________________________________________________________
 FC0807  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FC0807  DYNAMIC HT  -         529.064 (meters)    1735.77  (feet)  COMP
 FC0807  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 FC0807
 FC0807  VERT ORDER  -  SECOND    CLASS 0
 FC0807
 FC0807.The horizontal coordinates were scaled from a topographic map and have
 FC0807.an estimated accuracy of +/- 6 seconds.
 FC0807
 FC0807.The orthometric height was determined by differential leveling
 FC0807.and adjusted by the National Geodetic Survey in June 1991..
 FC0807
 FC0807.The geoid height was determined by GEOID03.
 FC0807
 FC0807.The dynamic height is computed by dividing the NAVD 88
 FC0807.geopotential number by the normal gravity value computed on the
 FC0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0807.degrees latitude (g = 980.6199 gals.).
 FC0807
 FC0807.The modeled gravity was interpolated from observed gravity values.
 FC0807
 FC0807;                    North         East    Units  Estimated Accuracy
 FC0807;SPC TN       -   175,780.      700,210.      MT  (+/- 180 meters Scaled)
 FC0807
 FC0807                          SUPERSEDED SURVEY CONTROL
 FC0807
 FC0807  NGVD 29 (??/??/92)  529.642  (m)         1737.67   (f) ADJ UNCH    2 0
 FC0807
 FC0807.Superseded values are not recommended for survey control.
 FC0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0807.See file dsdata.txt to determine how the superseded data were derived.
 FC0807
 FC0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE904763(NAD 83)
 FC0807_MARKER: DB = BENCH MARK DISK
 FC0807_SETTING: 66 = SET IN ROCK OUTCROP
 FC0807_SP_SET: ROCK OUTCROP
 FC0807_STAMPING: F 232 1960
 FC0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0807+STABILITY: POSITION/ELEVATION WELL
 FC0807
 FC0807  HISTORY     - Date     Condition        Report By
 FC0807  HISTORY     - 1960     MONUMENTED       CGS
 FC0807
 FC0807                          STATION DESCRIPTION
 FC0807
 FC0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0807'0.7 MI W FROM CRAB ORCHARD.
 FC0807'FROM THE POST OFFICE IN CRAB ORCHARD, GO 0.7 MILE WEST ON A PAVED
 FC0807'ROAD.  THE BENCH MARK IS 60 FT. SOUTHWEST OF A POWER LINE POLE,
 FC0807'50 FT. NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD, 41 FT.
 FC0807'SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 7 FT. SOUTHEAST OF A
 FC0807'25-INCH TREE, AND 2.2 FT. NORTH OF A WITNESS SIGN.  THE DISK IS
 FC0807'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FT. ABOVE
 FC0807'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0185 ***********************************************************************
 FC0185  DESIGNATION -  F 233
 FC0185  PID         -  FC0185
 FC0185  STATE/COUNTY-  TN/ROANE
 FC0185  USGS QUAD   -  CAVE CREEK (1989)
 FC0185
 FC0185                         *CURRENT SURVEY CONTROL
 FC0185  ___________________________________________________________________
 FC0185* NAD 83(1986)-  35 52 19.     (N)    084 29 03.     (W)     SCALED    
 FC0185* NAVD 88     -       277.662  (meters)     910.96   (feet)  ADJUSTED  
 FC0185  ___________________________________________________________________
 FC0185  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FC0185  DYNAMIC HT  -         277.405 (meters)     910.12  (feet)  COMP
 FC0185  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 FC0185
 FC0185  VERT ORDER  -  SECOND    CLASS 0
 FC0185
 FC0185.The horizontal coordinates were scaled from a topographic map and have
 FC0185.an estimated accuracy of +/- 6 seconds.
 FC0185
 FC0185.The orthometric height was determined by differential leveling
 FC0185.and adjusted by the National Geodetic Survey in June 1991..
 FC0185
 FC0185.The geoid height was determined by GEOID03.
 FC0185
 FC0185.The dynamic height is computed by dividing the NAVD 88
 FC0185.geopotential number by the normal gravity value computed on the
 FC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0185.degrees latitude (g = 980.6199 gals.).
 FC0185
 FC0185.The modeled gravity was interpolated from observed gravity values.
 FC0185
 FC0185;                    North         East    Units  Estimated Accuracy
 FC0185;SPC TN       -   171,770.      736,880.      MT  (+/- 180 meters Scaled)
 FC0185
 FC0185                          SUPERSEDED SURVEY CONTROL
 FC0185
 FC0185  NGVD 29 (??/??/92)  277.773  (m)          911.33   (f) ADJ UNCH    2 0
 FC0185
 FC0185.Superseded values are not recommended for survey control.
 FC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0185.See file dsdata.txt to determine how the superseded data were derived.
 FC0185
 FC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE271726(NAD 83)
 FC0185_MARKER: DB = BENCH MARK DISK
 FC0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0185_SP_SET: CULVERT
 FC0185_STAMPING: F 233 1960
 FC0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0185
 FC0185  HISTORY     - Date     Condition        Report By
 FC0185  HISTORY     - 1960     MONUMENTED       CGS
 FC0185
 FC0185                          STATION DESCRIPTION
 FC0185
 FC0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0185'2.4 MI SE FROM KINGSTON.
 FC0185'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0185'FOR 0.8 MILE, THEN 1.6 MILE SOUTHEAST ON INTERSTATE HIGHWAY 40 TO
 FC0185'A CULVERT.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN
 FC0185'TOP OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER
 FC0185'THE HIGHWAY, 57 FT. EAST OF THE CENTER OF AN OVERPASS, 27 FT.
 FC0185'SOUTH OF THE CENTER OF THE EAST BOUND TRAFFIC LANES, AND ABOUT
 FC0185'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0225 ***********************************************************************
 FC0225  DESIGNATION -  F 234
 FC0225  PID         -  FC0225
 FC0225  STATE/COUNTY-  TN/KNOX
 FC0225  USGS QUAD   -  LOVELL (1990)
 FC0225
 FC0225                         *CURRENT SURVEY CONTROL
 FC0225  ___________________________________________________________________
 FC0225* NAD 83(1986)-  35 53 47.     (N)    084 11 05.     (W)     SCALED    
 FC0225* NAVD 88     -       309.092  (meters)    1014.08   (feet)  ADJUSTED  
 FC0225  ___________________________________________________________________
 FC0225  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FC0225  DYNAMIC HT  -         308.802 (meters)    1013.13  (feet)  COMP
 FC0225  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 FC0225
 FC0225  VERT ORDER  -  SECOND    CLASS 0
 FC0225
 FC0225.The horizontal coordinates were scaled from a topographic map and have
 FC0225.an estimated accuracy of +/- 6 seconds.
 FC0225
 FC0225.The orthometric height was determined by differential leveling
 FC0225.and adjusted by the National Geodetic Survey in June 1991..
 FC0225
 FC0225.The geoid height was determined by GEOID03.
 FC0225
 FC0225.The dynamic height is computed by dividing the NAVD 88
 FC0225.geopotential number by the normal gravity value computed on the
 FC0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0225.degrees latitude (g = 980.6199 gals.).
 FC0225
 FC0225.The modeled gravity was interpolated from observed gravity values.
 FC0225
 FC0225;                    North         East    Units  Estimated Accuracy
 FC0225;SPC TN       -   174,940.      763,870.      MT  (+/- 180 meters Scaled)
 FC0225
 FC0225                          SUPERSEDED SURVEY CONTROL
 FC0225
 FC0225  NGVD 29 (??/??/92)  309.209  (m)         1014.46   (f) ADJ UNCH    2 0
 FC0225
 FC0225.Superseded values are not recommended for survey control.
 FC0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0225.See file dsdata.txt to determine how the superseded data were derived.
 FC0225
 FC0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE540761(NAD 83)
 FC0225_MARKER: DB = BENCH MARK DISK
 FC0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0225_SP_SET: CULVERT
 FC0225_STAMPING: F 234 1960
 FC0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0225
 FC0225  HISTORY     - Date     Condition        Report By
 FC0225  HISTORY     - 1960     MONUMENTED       CGS
 FC0225
 FC0225                          STATION DESCRIPTION
 FC0225
 FC0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0225'7.4 MI NE FROM EATON CROSSROADS.
 FC0225'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.1 MILE
 FC0225'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0225'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0225'3.95 MILES EAST ON INTERSTATE HIGHWAY 40 TO A CONCRETE CULVERT
 FC0225'UNDER THE HIGHWAY.  THE BENCH MARK IS ABOUT 0.1 MILE EAST OF A
 FC0225'LARGE BARN ON THE SOUTH SIDE OF THE HIGHWAY, AND 46 FT. NORTH
 FC0225'OF THE CENTER OF THE WEST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED
 FC0225'IN A DRILL HOLE IN TOP OF THE NORTH CONCRETE HEADWALL OF THE
 FC0225'CULVERT AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2444 ***********************************************************************
 GA2444  DESIGNATION -  F 235
 GA2444  PID         -  GA2444
 GA2444  STATE/COUNTY-  TN/KNOX
 GA2444  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2444
 GA2444                         *CURRENT SURVEY CONTROL
 GA2444  ___________________________________________________________________
 GA2444* NAD 83(1986)-  36 01 33.     (N)    083 59 42.     (W)     SCALED    
 GA2444* NAVD 88     -       305.946  (meters)    1003.76   (feet)  ADJUSTED  
 GA2444  ___________________________________________________________________
 GA2444  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2444  DYNAMIC HT  -         305.659 (meters)    1002.82  (feet)  COMP
 GA2444  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 GA2444
 GA2444  VERT ORDER  -  FIRST     CLASS I
 GA2444
 GA2444.The horizontal coordinates were scaled from a topographic map and have
 GA2444.an estimated accuracy of +/- 6 seconds.
 GA2444
 GA2444.The orthometric height was determined by differential leveling
 GA2444.and adjusted by the National Geodetic Survey in June 1991..
 GA2444
 GA2444.The geoid height was determined by GEOID03.
 GA2444
 GA2444.The dynamic height is computed by dividing the NAVD 88
 GA2444.geopotential number by the normal gravity value computed on the
 GA2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2444.degrees latitude (g = 980.6199 gals.).
 GA2444
 GA2444.The modeled gravity was interpolated from observed gravity values.
 GA2444
 GA2444;                    North         East    Units  Estimated Accuracy
 GA2444;SPC TN       -   189,630.      780,700.      MT  (+/- 180 meters Scaled)
 GA2444
 GA2444                          SUPERSEDED SURVEY CONTROL
 GA2444
 GA2444  NGVD 29 (??/??/92)  306.055  (m)         1004.12   (f) ADJ UNCH    1 1
 GA2444
 GA2444.Superseded values are not recommended for survey control.
 GA2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2444.See file dsdata.txt to determine how the superseded data were derived.
 GA2444
 GA2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV301909(NAD 83)
 GA2444_MARKER: DB = BENCH MARK DISK
 GA2444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2444_SP_SET: BRIDGE
 GA2444_STAMPING: F 235 1961
 GA2444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2444
 GA2444  HISTORY     - Date     Condition        Report By
 GA2444  HISTORY     - 1961     MONUMENTED       CGS
 GA2444  HISTORY     - 1967     GOOD             NGS
 GA2444
 GA2444                          STATION DESCRIPTION
 GA2444
 GA2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2444'2.4 MI NW FROM INSKIP.
 GA2444'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE
 GA2444'IN INSKIP, GO 2.2 MILES NORTHWEST ON CENTRAL AVENUE PIKE TO
 GA2444'CALLAHAN ROAD, THEN GO 0.15 MILE SOUTHWEST ON CALLAHAN ROAD
 GA2444'TO A CONCRETE BRIDGE OVER A CREEK.  THE BENCH MARK IS ABOUT
 GA2444'350 FT. NORTHEAST OF THE CENTER OF INTERSTATE HIGHWAY 75, AND
 GA2444'12 FT. NORTHWEST OF THE CENTER OF CALLAHAN ROAD.  THE DISK IS
 GA2444'CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST CONCRETE
 GA2444'WINGWALL AT THE NORTHEAST END OF THE BRIDGE, AND IS ABOUT LEVEL
 GA2444'WITH THE ROAD.
 GA2444
 GA2444                          STATION RECOVERY (1967)
 GA2444
 GA2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2445 ***********************************************************************
 GA2445  DESIGNATION -  F 235 A
 GA2445  PID         -  GA2445
 GA2445  STATE/COUNTY-  TN/KNOX
 GA2445  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2445
 GA2445                         *CURRENT SURVEY CONTROL
 GA2445  ___________________________________________________________________
 GA2445* NAD 83(1986)-  36 01 33.     (N)    083 59 42.     (W)     SCALED    
 GA2445* NAVD 88     -       310.808  (meters)    1019.71   (feet)  ADJUSTED  
 GA2445  ___________________________________________________________________
 GA2445  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2445  DYNAMIC HT  -         310.517 (meters)    1018.75  (feet)  COMP
 GA2445  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 GA2445
 GA2445  VERT ORDER  -  FIRST     CLASS I
 GA2445
 GA2445.The horizontal coordinates were scaled from a topographic map and have
 GA2445.an estimated accuracy of +/- 6 seconds.
 GA2445
 GA2445.The orthometric height was determined by differential leveling
 GA2445.and adjusted by the National Geodetic Survey in June 1991..
 GA2445
 GA2445.The geoid height was determined by GEOID03.
 GA2445
 GA2445.The dynamic height is computed by dividing the NAVD 88
 GA2445.geopotential number by the normal gravity value computed on the
 GA2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2445.degrees latitude (g = 980.6199 gals.).
 GA2445
 GA2445.The modeled gravity was interpolated from observed gravity values.
 GA2445
 GA2445;                    North         East    Units  Estimated Accuracy
 GA2445;SPC TN       -   189,630.      780,700.      MT  (+/- 180 meters Scaled)
 GA2445
 GA2445                          SUPERSEDED SURVEY CONTROL
 GA2445
 GA2445  NGVD 29 (??/??/92)  310.917  (m)         1020.07   (f) ADJ UNCH    1 1
 GA2445
 GA2445.Superseded values are not recommended for survey control.
 GA2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2445.See file dsdata.txt to determine how the superseded data were derived.
 GA2445
 GA2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV301909(NAD 83)
 GA2445_MARKER: DD = SURVEY DISK
 GA2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2445_STAMPING: F 235 A 1967
 GA2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2445+STABILITY: SURFACE MOTION
 GA2445
 GA2445  HISTORY     - Date     Condition        Report By
 GA2445  HISTORY     - 1967     MONUMENTED       TNGS
 GA2445  HISTORY     - 1967     GOOD             NGS
 GA2445  HISTORY     - 1983     GOOD             TVA
 GA2445
 GA2445                          STATION DESCRIPTION
 GA2445
 GA2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2445'2.6 MI E FROM POWELL.
 GA2445'ABOUT 2.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2445'AT POWELL, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG DANTE ROAD,
 GA2445'THENCE ABOUT 0.05 MILE NORTHWEST ALONG CENTRAL AVENUE PIKE,
 GA2445'THENCE ABOUT 0.1 MILE SOUTHWEST ALONG CALLAHAN ROAD, IN THE
 GA2445'BACK YARD OF A ONE STORY WHITE FRAME HOUSE, ABOUT 75 YARDS
 GA2445'NORTHWEST OF THE NORTHWEST END OF A 20-FOOT CONCRETE BOX CULVERT
 GA2445'UNDER THE RAMP TO INTERSTATE 75, 30 FEET WEST OF THE WEST CORNER
 GA2445'OF THE HOUSE, 26 FEET EAST OF A 12-INCH BLACK WALNUT TREE, 18
 GA2445'FEET WEST OF THE NORTHWEST ONE OF TWO 30-INCH MAPLE TREES, 4.9
 GA2445'FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 GA2445'CONCRETE POST FLUSH WITH THE TOP OF THE GROUND.
 GA2445
 GA2445                          STATION RECOVERY (1983)
 GA2445
 GA2445'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1983
 GA2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0558 ***********************************************************************
 GB0558  DESIGNATION -  F 236
 GB0558  PID         -  GB0558
 GB0558  STATE/COUNTY-  TN/CAMPBELL
 GB0558  USGS QUAD   -  PIONEER (1979)
 GB0558
 GB0558                         *CURRENT SURVEY CONTROL
 GB0558  ___________________________________________________________________
 GB0558* NAD 83(1986)-  36 23 13.     (N)    084 15 34.     (W)     SCALED    
 GB0558* NAVD 88     -       463.463  (meters)    1520.54   (feet)  ADJUSTED  
 GB0558  ___________________________________________________________________
 GB0558  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB0558  DYNAMIC HT  -         463.050 (meters)    1519.19  (feet)  COMP
 GB0558  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 GB0558
 GB0558  VERT ORDER  -  SECOND    CLASS 0
 GB0558
 GB0558.The horizontal coordinates were scaled from a topographic map and have
 GB0558.an estimated accuracy of +/- 6 seconds.
 GB0558
 GB0558.The orthometric height was determined by differential leveling
 GB0558.and adjusted by the National Geodetic Survey in June 1991..
 GB0558
 GB0558.The geoid height was determined by GEOID03.
 GB0558
 GB0558.The dynamic height is computed by dividing the NAVD 88
 GB0558.geopotential number by the normal gravity value computed on the
 GB0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0558.degrees latitude (g = 980.6199 gals.).
 GB0558
 GB0558.The modeled gravity was interpolated from observed gravity values.
 GB0558
 GB0558;                    North         East    Units  Estimated Accuracy
 GB0558;SPC TN       -   229,240.      756,160.      MT  (+/- 180 meters Scaled)
 GB0558
 GB0558                          SUPERSEDED SURVEY CONTROL
 GB0558
 GB0558  NGVD 29 (??/??/92)  463.569  (m)         1520.89   (f) ADJ UNCH    2 0
 GB0558
 GB0558.Superseded values are not recommended for survey control.
 GB0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0558.See file dsdata.txt to determine how the superseded data were derived.
 GB0558
 GB0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF458303(NAD 83)
 GB0558_MARKER: DB = BENCH MARK DISK
 GB0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0558_SP_SET: BRIDGE
 GB0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0558
 GB0558  HISTORY     - Date     Condition        Report By
 GB0558  HISTORY     - 1961     MONUMENTED       CGS
 GB0558
 GB0558                          STATION DESCRIPTION
 GB0558
 GB0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0558'4.4 MI SE FROM PIONEER.
 GB0558'F 236 1961
 GB0558'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0558'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTERLY ON A SPUR TRACK,
 GB0558'THEN 0.5 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO
 GB0558'1.3 MILES SOUTHEASTERLY ON A GRAVELED ROAD TO A Y JUNCTION AND A
 GB0558'SMALL CONCRETE BRIDGE.  THE BENCH MARK IS 28 FT. EAST OF THE CENTER
 GB0558'OF A GRAVELED ROAD AND 13 FT. NORTH OF THE CENTER OF A GRAVELED ROAD.
 GB0558'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE WEST END OF
 GB0558'THE NORTH CONCRETE HEADWALL OF THE BRIDGE AND IS ABOUT LEVEL WITH
 GB0558'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2134 ***********************************************************************
 FB2134  DESIGNATION -  F 237
 FB2134  PID         -  FB2134
 FB2134  STATE/COUNTY-  TN/SEVIER
 FB2134  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2134
 FB2134                         *CURRENT SURVEY CONTROL
 FB2134  ___________________________________________________________________
 FB2134* NAD 83(1986)-  35 59 01.     (N)    083 36 24.     (W)     SCALED    
 FB2134* NAVD 88     -       282.142  (meters)     925.66   (feet)  ADJUSTED  
 FB2134  ___________________________________________________________________
 FB2134  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2134  DYNAMIC HT  -         281.880 (meters)     924.80  (feet)  COMP
 FB2134  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FB2134
 FB2134  VERT ORDER  -  SECOND    CLASS 0
 FB2134
 FB2134.The horizontal coordinates were scaled from a topographic map and have
 FB2134.an estimated accuracy of +/- 6 seconds.
 FB2134
 FB2134.The orthometric height was determined by differential leveling
 FB2134.and adjusted by the National Geodetic Survey in June 1991..
 FB2134
 FB2134.The geoid height was determined by GEOID03.
 FB2134
 FB2134.The dynamic height is computed by dividing the NAVD 88
 FB2134.geopotential number by the normal gravity value computed on the
 FB2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2134.degrees latitude (g = 980.6199 gals.).
 FB2134
 FB2134.The modeled gravity was interpolated from observed gravity values.
 FB2134
 FB2134;                    North         East    Units  Estimated Accuracy
 FB2134;SPC TN       -   185,740.      815,800.      MT  (+/- 180 meters Scaled)
 FB2134
 FB2134                          SUPERSEDED SURVEY CONTROL
 FB2134
 FB2134  NGVD 29 (??/??/92)  282.303  (m)          926.19   (f) ADJ UNCH    2 0
 FB2134
 FB2134.Superseded values are not recommended for survey control.
 FB2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2134.See file dsdata.txt to determine how the superseded data were derived.
 FB2134
 FB2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV649852(NAD 83)
 FB2134_MARKER: DB = BENCH MARK DISK
 FB2134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2134_SP_SET: CULVERT
 FB2134_STAMPING: F 237 1961
 FB2134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2134
 FB2134  HISTORY     - Date     Condition        Report By
 FB2134  HISTORY     - 1961     MONUMENTED       CGS
 FB2134  HISTORY     - 1972     GOOD             TVA
 FB2134
 FB2134                          STATION DESCRIPTION
 FB2134
 FB2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2134'1.2 MI E FROM KODAK.
 FB2134'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2134'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2134'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 FB2134'OF KNOXVILLE), GO 1.2 MILES EAST ON THE PAVED ROAD TO THE
 FB2134'INTERSECTION OF A GRAVELED ROAD AND A CONCRETE CULVERT.  THE
 FB2134'BENCH MARK IS 14 FT. NORTH OF THE CENTER OF THE PAVED ROAD.
 FB2134'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE OF
 FB2134'THE NORTH CONCRETE HEADWALL OF THE CONCRETE CULVERT UNDER THE
 FB2134'PAVED ROAD AND IS ABOUT LEVEL WITH THE ROAD.
 FB2134
 FB2134                          STATION RECOVERY (1972)
 FB2134
 FB2134'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0285 ***********************************************************************
 FC0285  DESIGNATION -  F 238
 FC0285  PID         -  FC0285
 FC0285  STATE/COUNTY-  TN/LOUDON
 FC0285  USGS QUAD   -  PHILADELPHIA (1974)
 FC0285
 FC0285                         *CURRENT SURVEY CONTROL
 FC0285  ___________________________________________________________________
 FC0285* NAD 83(1986)-  35 43 05.     (N)    084 24 48.     (W)     SCALED    
 FC0285* NAVD 88     -       275.024  (meters)     902.31   (feet)  ADJUSTED  
 FC0285  ___________________________________________________________________
 FC0285  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0285  DYNAMIC HT  -         274.762 (meters)     901.45  (feet)  COMP
 FC0285  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 FC0285
 FC0285  VERT ORDER  -  SECOND    CLASS 0
 FC0285
 FC0285.The horizontal coordinates were scaled from a topographic map and have
 FC0285.an estimated accuracy of +/- 6 seconds.
 FC0285
 FC0285.The orthometric height was determined by differential leveling
 FC0285.and adjusted by the National Geodetic Survey in June 1991..
 FC0285
 FC0285.The geoid height was determined by GEOID03.
 FC0285
 FC0285.The dynamic height is computed by dividing the NAVD 88
 FC0285.geopotential number by the normal gravity value computed on the
 FC0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0285.degrees latitude (g = 980.6199 gals.).
 FC0285
 FC0285.The modeled gravity was interpolated from observed gravity values.
 FC0285
 FC0285;                    North         East    Units  Estimated Accuracy
 FC0285;SPC TN       -   154,800.      743,550.      MT  (+/- 180 meters Scaled)
 FC0285
 FC0285                          SUPERSEDED SURVEY CONTROL
 FC0285
 FC0285  NGVD 29 (??/??/92)  275.114  (m)          902.60   (f) ADJ UNCH    2 0
 FC0285
 FC0285.Superseded values are not recommended for survey control.
 FC0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0285.See file dsdata.txt to determine how the superseded data were derived.
 FC0285
 FC0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE339557(NAD 83)
 FC0285_MARKER: DB = BENCH MARK DISK
 FC0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0285_STAMPING: F 238 1961
 FC0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0285+STABILITY: SURFACE MOTION
 FC0285
 FC0285  HISTORY     - Date     Condition        Report By
 FC0285  HISTORY     - 1961     MONUMENTED       CGS
 FC0285
 FC0285                          STATION DESCRIPTION
 FC0285
 FC0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0285'3.6 MI NW FROM PHILADELPHIA.
 FC0285'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0285'0.1 MILE NORTH, THEN GO 1.15 MILES NORTHWEST ON A PAVED ROAD
 FC0285'TO A Y JUNCTION, THEN TAKE THE RIGHT FORK AND GO 2.0 MILES
 FC0285'NORTH ON A PAVED ROAD TO A T JUNCTION, THEN TURN RIGHT AND GO
 FC0285'0.2 MILE ON A GRAVELED ROAD.  THE BENCH MARK IS ABOUT 0.1 MILE
 FC0285'WEST OF PROPOSED INTERSTATE HIGHWAY 75, 185 FT. WEST OF THE
 FC0285'CENTER ONE OF THREE POLES FOR A HIGH LINE, 23 FT. NORTH OF THE
 FC0285'CENTER OF THE GRAVELED ROAD, 2.4 FT. EAST OF A FENCE CORNER
 FC0285'POST, 0.5 FT. NORTH OF A FENCE, AND 2.4 FT. NORTHEAST OF A
 FC0285'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0285'PROJECTING 2 INCHES, AND IS ABOUT 7 FT. ABOVE THE LEVEL OF THE
 FC0285'ROAD.  NOTE-- TO REACH DRY AZ FROM THIS POINT, GO 0.2 MILE
 FC0285'WEST ON THE GRAVELED ROAD, THEN 0.6 MILE NORTH ON A PAVED ROAD
 FC0285'TO A Y JUNCTION, THEN 0.8 MILE NORTHEAST ON A PAVED ROAD TO
 FC0285'A Y JUNCTION, THEN TURN RIGHT AND GO 0.7 MILE EAST ON A
 FC0285'GRAVELED ROAD AND THE AZIMUTH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3251 ***********************************************************************
 GA3251  DESIGNATION -  F 239 RESET
 GA3251  PID         -  GA3251
 GA3251  STATE/COUNTY-  TN/JEFFERSON
 GA3251  USGS QUAD   -  WHITE PINE (1961)
 GA3251
 GA3251                         *CURRENT SURVEY CONTROL
 GA3251  ___________________________________________________________________
 GA3251* NAD 83(1986)-  36 05 03.     (N)    083 21 53.     (W)     SCALED    
 GA3251* NAVD 88     -       374.66   (meters)    1229.2    (feet)  RESET     
 GA3251  ___________________________________________________________________
 GA3251  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA3251
 GA3251  VERT ORDER  -  THIRD
 GA3251
 GA3251.The horizontal coordinates were scaled from a topographic map and have
 GA3251.an estimated accuracy of +/- 6 seconds.
 GA3251
 GA3251.The orthometric height was computed from unverified reset data.
 GA3251.No vertical observational check was made to the station.
 GA3251
 GA3251.The geoid height was determined by GEOID03.
 GA3251
 GA3251;                    North         East    Units  Estimated Accuracy
 GA3251;SPC TN       -   197,450.      837,320.      MT  (+/- 180 meters Scaled)
 GA3251
 GA3251                          SUPERSEDED SURVEY CONTROL
 GA3251
 GA3251  NGVD 29 (10/12/01)  374.81   (m)         1229.7    (f) RESET       3  
 GA3251
 GA3251.Superseded values are not recommended for survey control.
 GA3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3251.See file dsdata.txt to determine how the superseded data were derived.
 GA3251
 GA3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV870958(NAD 83)
 GA3251_MARKER: DB = BENCH MARK DISK
 GA3251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3251_STAMPING: F 239 RESET 1980
 GA3251_MARK LOGO: NGS   
 GA3251_PROJECTION: FLUSH
 GA3251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3251+STABILITY: SURFACE MOTION
 GA3251
 GA3251  HISTORY     - Date     Condition        Report By
 GA3251  HISTORY     - 1980     MONUMENTED       NGS
 GA3251
 GA3251                          STATION DESCRIPTION
 GA3251
 GA3251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3251'7.4 MI NE FROM DANDRIDGE.
 GA3251'FROM THE JUNCTION OF STATE HIGHWAY 92 AND INTERSTATE HIGHWAY 40 AND
 GA3251'81 GO EASTERLY ON THE INTERSTATE HIGHWAY FOR 3.5 MILES TO THE JUNCTION
 GA3251'OF THEM CONTINUE EASTERLY ON HIGHWAY 81 FOR 1.7 MILES TO THE MARK
 GA3251'ON THE LEFT, 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE OF
 GA3251'THE HIGHWAY, 1 FOOT EAST OF A FENCE CORNER, 77 FEET SOUTHEAST OF
 GA3251'POWER POLE NO 1004 93, AND 34 FEET SOUTHWEST OF A 12-INCH ASH TREE.
 GA3251'THE MARK IS 1 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0168 ***********************************************************************
 GD0168  DESIGNATION -  F 24
 GD0168  PID         -  GD0168
 GD0168  STATE/COUNTY-  TN/HENRY
 GD0168  USGS QUAD   -  WEST SANDY DIKE (1982)
 GD0168
 GD0168                         *CURRENT SURVEY CONTROL
 GD0168  ___________________________________________________________________
 GD0168* NAD 83(1986)-  36 15 57.     (N)    088 07 39.     (W)     SCALED    
 GD0168* NAVD 88     -       126.502  (meters)     415.03   (feet)  ADJUSTED  
 GD0168  ___________________________________________________________________
 GD0168  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GD0168  DYNAMIC HT  -         126.398 (meters)     414.69  (feet)  COMP
 GD0168  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 GD0168
 GD0168  VERT ORDER  -  SECOND    CLASS 0
 GD0168
 GD0168.The horizontal coordinates were scaled from a topographic map and have
 GD0168.an estimated accuracy of +/- 6 seconds.
 GD0168
 GD0168.The orthometric height was determined by differential leveling
 GD0168.and adjusted by the National Geodetic Survey in June 1991..
 GD0168
 GD0168.The geoid height was determined by GEOID03.
 GD0168
 GD0168.The dynamic height is computed by dividing the NAVD 88
 GD0168.geopotential number by the normal gravity value computed on the
 GD0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0168.degrees latitude (g = 980.6199 gals.).
 GD0168
 GD0168.The modeled gravity was interpolated from observed gravity values.
 GD0168
 GD0168;                    North         East    Units  Estimated Accuracy
 GD0168;SPC TN       -   216,490.      408,840.      MT  (+/- 180 meters Scaled)
 GD0168
 GD0168                          SUPERSEDED SURVEY CONTROL
 GD0168
 GD0168  NGVD 29 (??/??/??)  126.547  (m)          415.18   (f) ADJUSTED    2 0
 GD0168
 GD0168.Superseded values are not recommended for survey control.
 GD0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0168.See file dsdata.txt to determine how the superseded data were derived.
 GD0168
 GD0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF987140(NAD 83)
 GD0168_MARKER: DB = BENCH MARK DISK
 GD0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0168_STAMPING: 415.429 F 24 1934
 GD0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0168+STABILITY: SURFACE MOTION
 GD0168
 GD0168  HISTORY     - Date     Condition        Report By
 GD0168  HISTORY     - 1934     MONUMENTED       CGS
 GD0168  HISTORY     - 1952     GOOD             CGS
 GD0168  HISTORY     - 1971     GOOD             NGS
 GD0168
 GD0168                          STATION DESCRIPTION
 GD0168
 GD0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0168'1.8 MI SE FROM SPRINGVILLE.
 GD0168'1.8 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0168'FROM SPRINGVILLE, HENRY COUNTY, 100 YARDS SOUTHEAST OF MILEPOST
 GD0168'234, 250 YARDS SOUTHEAST OF A SMALL GENERAL STORE AT A GRAVEL
 GD0168'ROAD CROSSING, AT ANOTHER ROAD CROSSING, 12 YARDS SOUTHEAST OF
 GD0168'THE CENTERLINE OF THE ROAD, AND 7 YARDS SOUTHWEST OF THE
 GD0168'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 415.429 F 24
 GD0168'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1 FOOT
 GD0168'NORTHWEST OF STEEL POST WITH CONTROL MARKER SIGN.
 GD0168
 GD0168                          STATION RECOVERY (1971)
 GD0168
 GD0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2074 ***********************************************************************
 GA2074  DESIGNATION -  F 240
 GA2074  PID         -  GA2074
 GA2074  STATE/COUNTY-  TN/HAMBLEN
 GA2074  USGS QUAD   -  SPRINGVALE (1980)
 GA2074
 GA2074                         *CURRENT SURVEY CONTROL
 GA2074  ___________________________________________________________________
 GA2074* NAD 83(1986)-  36 11 52.     (N)    083 09 30.     (W)     SCALED    
 GA2074* NAVD 88     -       321.112  (meters)    1053.52   (feet)  ADJUSTED  
 GA2074  ___________________________________________________________________
 GA2074  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA2074  DYNAMIC HT  -         320.818 (meters)    1052.55  (feet)  COMP
 GA2074  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2074
 GA2074  VERT ORDER  -  SECOND    CLASS 0
 GA2074
 GA2074.The horizontal coordinates were scaled from a topographic map and have
 GA2074.an estimated accuracy of +/- 6 seconds.
 GA2074
 GA2074.The orthometric height was determined by differential leveling
 GA2074.and adjusted by the National Geodetic Survey in June 1991..
 GA2074
 GA2074.The geoid height was determined by GEOID03.
 GA2074
 GA2074.The dynamic height is computed by dividing the NAVD 88
 GA2074.geopotential number by the normal gravity value computed on the
 GA2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2074.degrees latitude (g = 980.6199 gals.).
 GA2074
 GA2074.The modeled gravity was interpolated from observed gravity values.
 GA2074
 GA2074;                    North         East    Units  Estimated Accuracy
 GA2074;SPC TN       -   210,570.      855,530.      MT  (+/- 180 meters Scaled)
 GA2074
 GA2074                          SUPERSEDED SURVEY CONTROL
 GA2074
 GA2074  NGVD 29 (??/??/92)  321.258  (m)         1053.99   (f) ADJ UNCH    2 0
 GA2074
 GA2074.Superseded values are not recommended for survey control.
 GA2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2074.See file dsdata.txt to determine how the superseded data were derived.
 GA2074
 GA2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA059080(NAD 83)
 GA2074_MARKER: DB = BENCH MARK DISK
 GA2074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2074_SP_SET: BRIDGE
 GA2074_STAMPING: F 240 1961
 GA2074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2074
 GA2074  HISTORY     - Date     Condition        Report By
 GA2074  HISTORY     - 1961     MONUMENTED       CGS
 GA2074  HISTORY     - 1980     GOOD             NGS
 GA2074
 GA2074                          STATION DESCRIPTION
 GA2074
 GA2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2074'3.7 MI NE FROM LOWLAND.
 GA2074'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2074'MILES SOUTHEAST OF MORRISTOWN), GO 3.7 MILES NORTHEAST ON THE
 GA2074'SOUTHERN RAILWAY TO A BRIDGE OVER A SMALL CREEK.  THE BENCH MARK
 GA2074'IS 6.3 FT. EAST OF THE EAST RAIL, 0.7 FT. WEST OF THE EAST END
 GA2074'OF THE WINGWALL.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP
 GA2074'OF THE NORTHEAST WINGWALL OF THE BRIDGE AND IS ABOUT 1 FT. BELOW
 GA2074'THE LEVEL OF THE TRACK.
 GA2074
 GA2074                          STATION RECOVERY (1980)
 GA2074
 GA2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1384 ***********************************************************************
 FB1384  DESIGNATION -  F 241
 FB1384  PID         -  FB1384
 FB1384  STATE/COUNTY-  TN/COCKE
 FB1384  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1384
 FB1384                         *CURRENT SURVEY CONTROL
 FB1384  ___________________________________________________________________
 FB1384* NAD 83(1986)-  35 57 26.     (N)    083 16 47.     (W)     SCALED    
 FB1384* NAVD 88     -       405.901  (meters)    1331.69   (feet)  ADJUSTED  
 FB1384  ___________________________________________________________________
 FB1384  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB1384  DYNAMIC HT  -         405.520 (meters)    1330.44  (feet)  COMP
 FB1384  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FB1384
 FB1384  VERT ORDER  -  SECOND    CLASS 0
 FB1384
 FB1384.The horizontal coordinates were scaled from a topographic map and have
 FB1384.an estimated accuracy of +/- 6 seconds.
 FB1384
 FB1384.The orthometric height was determined by differential leveling
 FB1384.and adjusted by the National Geodetic Survey in June 1991..
 FB1384
 FB1384.The geoid height was determined by GEOID03.
 FB1384
 FB1384.The dynamic height is computed by dividing the NAVD 88
 FB1384.geopotential number by the normal gravity value computed on the
 FB1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1384.degrees latitude (g = 980.6199 gals.).
 FB1384
 FB1384.The modeled gravity was interpolated from observed gravity values.
 FB1384
 FB1384;                    North         East    Units  Estimated Accuracy
 FB1384;SPC TN       -   183,580.      845,360.      MT  (+/- 180 meters Scaled)
 FB1384
 FB1384                          SUPERSEDED SURVEY CONTROL
 FB1384
 FB1384  NGVD 29 (??/??/92)  406.062  (m)         1332.22   (f) ADJ UNCH    2 0
 FB1384
 FB1384.Superseded values are not recommended for survey control.
 FB1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1384.See file dsdata.txt to determine how the superseded data were derived.
 FB1384
 FB1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV944816(NAD 83)
 FB1384_MARKER: DB = BENCH MARK DISK
 FB1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1384_STAMPING: F 241 1961
 FB1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1384+STABILITY: SURFACE MOTION
 FB1384
 FB1384  HISTORY     - Date     Condition        Report By
 FB1384  HISTORY     - 1961     MONUMENTED       CGS
 FB1384
 FB1384                          STATION DESCRIPTION
 FB1384
 FB1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1384'6.3 MI SW FROM NEWPORT.
 FB1384'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S. HIGHWAY
 FB1384'411, (ABOUT 5 MILES WEST OF NEWPORT), GO 1.3 MILES SOUTHWEST ON
 FB1384'U.S. HIGHWAY 411.  THE BENCH MARK IS ABOUT 0.1 MILE EAST OF A
 FB1384'PHILLIPS 66 SERVICE STATION, ABOUT 250 FT. NORTHEAST OF A HOUSE,
 FB1384'ABOUT 130 FT. SOUTH OF A HOUSE ABOUT 50 FT. ABOVE THE HIGHWAY,
 FB1384'35 FT. EAST OF A POWER LINE POLE WITH GUY WIRE, 19 FT. SOUTH OF
 FB1384'THE CENTER OF U.S. HIGHWAY 411, 2 FT. SOUTH OF A FENCE, AND 2.2
 FB1384'FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FB1384'CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT 3 FT. BELOW THE
 FB1384'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0337 ***********************************************************************
 GA0337  DESIGNATION -  F 242
 GA0337  PID         -  GA0337
 GA0337  STATE/COUNTY-  TN/SULLIVAN
 GA0337  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0337
 GA0337                         *CURRENT SURVEY CONTROL
 GA0337  ___________________________________________________________________
 GA0337* NAD 83(1986)-  36 32 13.     (N)    082 19 45.     (W)     SCALED    
 GA0337* NAVD 88     -       473.270  (meters)    1552.72   (feet)  ADJUSTED  
 GA0337  ___________________________________________________________________
 GA0337  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0337  DYNAMIC HT  -         472.833 (meters)    1551.29  (feet)  COMP
 GA0337  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 GA0337
 GA0337  VERT ORDER  -  SECOND    CLASS 0
 GA0337
 GA0337.The horizontal coordinates were scaled from a topographic map and have
 GA0337.an estimated accuracy of +/- 6 seconds.
 GA0337
 GA0337.The orthometric height was determined by differential leveling
 GA0337.and adjusted by the National Geodetic Survey in June 1991..
 GA0337
 GA0337.The geoid height was determined by GEOID03.
 GA0337
 GA0337.The dynamic height is computed by dividing the NAVD 88
 GA0337.geopotential number by the normal gravity value computed on the
 GA0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0337.degrees latitude (g = 980.6199 gals.).
 GA0337
 GA0337.The modeled gravity was interpolated from observed gravity values.
 GA0337
 GA0337;                    North         East    Units  Estimated Accuracy
 GA0337;SPC TN       -   250,660.      928,650.      MT  (+/- 180 meters Scaled)
 GA0337
 GA0337                          SUPERSEDED SURVEY CONTROL
 GA0337
 GA0337  NGVD 29 (??/??/92)  473.413  (m)         1553.19   (f) ADJ UNCH    2 0
 GA0337
 GA0337.Superseded values are not recommended for survey control.
 GA0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0337.See file dsdata.txt to determine how the superseded data were derived.
 GA0337
 GA0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA810443(NAD 83)
 GA0337_MARKER: DB = BENCH MARK DISK
 GA0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0337_STAMPING: F 242 1961
 GA0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0337+STABILITY: SURFACE MOTION
 GA0337
 GA0337  HISTORY     - Date     Condition        Report By
 GA0337  HISTORY     - 1961     MONUMENTED       CGS
 GA0337
 GA0337                          STATION DESCRIPTION
 GA0337
 GA0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0337'0.4 MI N FROM BLOUNTVILLE.
 GA0337'FROM THE POST OFFICE IN BLOUNTVILLE, GO 0.35 MILE NORTH ON A
 GA0337'PAVED ROAD.  THE BENCH MARK IS ABOUT 200 FT. NORTH OF AN
 GA0337'UNDERGROUND PIPE LINE, ABOUT 150 FT. SOUTH OF A HOUSE, 43 FT.
 GA0337'WEST OF THE CENTER OF PAVED ROAD, 10 FT. SOUTH OF THE CENTER
 GA0337'OF A PRIVATE DRIVE, 0.9 FT. SOUTH OF A FENCE, AND 2.4 FT. WEST
 GA0337'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA0337'PROJECTING 2 INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GA0337'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0613 ***********************************************************************
 FC0613  DESIGNATION -  F 243
 FC0613  PID         -  FC0613
 FC0613  STATE/COUNTY-  TN/BRADLEY
 FC0613  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0613
 FC0613                         *CURRENT SURVEY CONTROL
 FC0613  ___________________________________________________________________
 FC0613* NAD 83(1986)-  35 11 04.     (N)    084 54 32.     (W)     SCALED    
 FC0613* NAVD 88     -       235.838  (meters)     773.75   (feet)  ADJUSTED  
 FC0613  ___________________________________________________________________
 FC0613  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0613  DYNAMIC HT  -         235.604 (meters)     772.98  (feet)  COMP
 FC0613  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 FC0613
 FC0613  VERT ORDER  -  SECOND    CLASS 0
 FC0613
 FC0613.The horizontal coordinates were scaled from a topographic map and have
 FC0613.an estimated accuracy of +/- 6 seconds.
 FC0613
 FC0613.The orthometric height was determined by differential leveling
 FC0613.and adjusted by the National Geodetic Survey in June 1991..
 FC0613
 FC0613.The geoid height was determined by GEOID03.
 FC0613
 FC0613.The dynamic height is computed by dividing the NAVD 88
 FC0613.geopotential number by the normal gravity value computed on the
 FC0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0613.degrees latitude (g = 980.6199 gals.).
 FC0613
 FC0613.The modeled gravity was interpolated from observed gravity values.
 FC0613
 FC0613;                    North         East    Units  Estimated Accuracy
 FC0613;SPC TN       -    94,990.      699,380.      MT  (+/- 180 meters Scaled)
 FC0613
 FC0613                          SUPERSEDED SURVEY CONTROL
 FC0613
 FC0613  NGVD 29 (??/??/92)  235.859  (m)          773.81   (f) ADJ UNCH    2 0
 FC0613
 FC0613.Superseded values are not recommended for survey control.
 FC0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0613.See file dsdata.txt to determine how the superseded data were derived.
 FC0613
 FC0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD904955(NAD 83)
 FC0613_MARKER: DB = BENCH MARK DISK
 FC0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0613_STAMPING: F 243 1961
 FC0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0613+STABILITY: SURFACE MOTION
 FC0613
 FC0613  HISTORY     - Date     Condition        Report By
 FC0613  HISTORY     - 1961     MONUMENTED       CGS
 FC0613  HISTORY     - 1967     GOOD             NGS
 FC0613
 FC0613                          STATION DESCRIPTION
 FC0613
 FC0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0613'2.8 MI NW FROM CLEVELAND.
 FC0613'FROM THE BRADLEY COUNTY COURTHOUSE IN CLEVELAND, GO WEST ON STATE
 FC0613'ROUTE 60 FOR 0.75 MILE TO THE STOP LIGHT AT THE JUNCTION OF
 FC0613'GEORGETOWN PIKE AND HARRISON PIKE.  HERE CONTINUE WESTERLY
 FC0613'ON HARRISON PIKE FOR 2.25 MILE TO THE PROSPECT STORE ON THE
 FC0613'WEST SIDE OF INTERSTATE ROUTE 75, HERE TURN RIGHT ON AN OILED
 FC0613'ROAD FOR 0.1 MILE TO WHERE THE OILED ROAD BEARS LEFT AND A
 FC0613'GRAVELED ROAD CONTINUES NORTHEAST ALONG THE INTERSTATE, KEEP
 FC0613'RIGHT ON THIS GRAVELED ROAD AND GO NORTHEASTERLY FOR 0.6 MILE
 FC0613'TO THE MARK ON THE RIGHT.  IT IS 68 FEET WEST OF THE WEST CORNER
 FC0613'OF A WHITE FRAME HOUSE, 33 FEET SOUTH OF A POWERLINE POLE, 24
 FC0613'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 FC0613'2.0 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND 0.6 OF A
 FC0613'FOOT NORTHWEST OF A FENCE.  IT IS A STANDARD DISK SET IN THE
 FC0613'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT
 FC0613'5 INCHES AND THE DISK IS STAMPED F 243 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0575 ***********************************************************************
 FC0575  DESIGNATION -  F 244
 FC0575  PID         -  FC0575
 FC0575  STATE/COUNTY-  TN/MCMINN
 FC0575  USGS QUAD   -  CHARLESTON (1980)
 FC0575
 FC0575                         *CURRENT SURVEY CONTROL
 FC0575  ___________________________________________________________________
 FC0575* NAD 83(1986)-  35 18 53.     (N)    084 45 56.     (W)     SCALED    
 FC0575* NAVD 88     -       226.109  (meters)     741.83   (feet)  ADJUSTED  
 FC0575  ___________________________________________________________________
 FC0575  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0575  DYNAMIC HT  -         225.888 (meters)     741.10  (feet)  COMP
 FC0575  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 FC0575
 FC0575  VERT ORDER  -  SECOND    CLASS 0
 FC0575
 FC0575.The horizontal coordinates were scaled from a topographic map and have
 FC0575.an estimated accuracy of +/- 6 seconds.
 FC0575
 FC0575.The orthometric height was determined by differential leveling
 FC0575.and adjusted by the National Geodetic Survey in June 1991..
 FC0575
 FC0575.The geoid height was determined by GEOID03.
 FC0575
 FC0575.The dynamic height is computed by dividing the NAVD 88
 FC0575.geopotential number by the normal gravity value computed on the
 FC0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0575.degrees latitude (g = 980.6199 gals.).
 FC0575
 FC0575.The modeled gravity was interpolated from observed gravity values.
 FC0575
 FC0575;                    North         East    Units  Estimated Accuracy
 FC0575;SPC TN       -   109,590.      712,250.      MT  (+/- 180 meters Scaled)
 FC0575
 FC0575                          SUPERSEDED SURVEY CONTROL
 FC0575
 FC0575  NGVD 29 (??/??/92)  226.170  (m)          742.03   (f) ADJ UNCH    2 0
 FC0575
 FC0575.Superseded values are not recommended for survey control.
 FC0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0575.See file dsdata.txt to determine how the superseded data were derived.
 FC0575
 FC0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE031102(NAD 83)
 FC0575_MARKER: DB = BENCH MARK DISK
 FC0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0575_STAMPING: F 244 1961
 FC0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0575+STABILITY: SURFACE MOTION
 FC0575
 FC0575  HISTORY     - Date     Condition        Report By
 FC0575  HISTORY     - 1961     MONUMENTED       CGS
 FC0575
 FC0575                          STATION DESCRIPTION
 FC0575
 FC0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0575'2.3 MI N FROM CALHOUN.
 FC0575'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0575'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST
 FC0575'FOR 1.0 MILE ON U.S. HIGHWAY 11 TO A SIDE ROAD LEFT, TURN LEFT
 FC0575'AND GO 1.3 MILES NORTHWEST TO A Y JUNCTION AND THE MARK ON
 FC0575'THE RIGHT, 250 FEET SOUTH OF THE Y JUNCTION, 57 FEET EAST OF
 FC0575'ROAD USED TO BACK TRAILER WITH BOAT INTO THE LAKE, 24.4 FEET
 FC0575'NORTHEAST OF CENTERLINE OF ROAD, 5.9 FEET NORTHEAST OF DRAINAGE
 FC0575'DITCH 1.6 FEET EAST OF POWER LINE POLE 22 1/2, 1.6 FEET EAST
 FC0575'OF A WITNESS SIGN.  THE DISK IS SET IN THE TOP OF A CONCRETE
 FC0575'POST PROJECTING 4 INCHES AND ABOUT 2 FEET BELOW THE LEVEL OF
 FC0575'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1242 ***********************************************************************
 FC1242  DESIGNATION -  F 245
 FC1242  PID         -  FC1242
 FC1242  STATE/COUNTY-  TN/HAMILTON
 FC1242  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1242
 FC1242                         *CURRENT SURVEY CONTROL
 FC1242  ___________________________________________________________________
 FC1242* NAD 83(1986)-  35 03 09.     (N)    085 08 31.     (W)     SCALED    
 FC1242* NAVD 88     -       218.531  (meters)     716.96   (feet)  ADJUSTED  
 FC1242  ___________________________________________________________________
 FC1242  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC1242  DYNAMIC HT  -         218.313 (meters)     716.25  (feet)  COMP
 FC1242  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 FC1242
 FC1242  VERT ORDER  -  SECOND    CLASS 0
 FC1242
 FC1242.The horizontal coordinates were scaled from a topographic map and have
 FC1242.an estimated accuracy of +/- 6 seconds.
 FC1242
 FC1242.The orthometric height was determined by differential leveling
 FC1242.and adjusted by the National Geodetic Survey in June 1991..
 FC1242
 FC1242.The geoid height was determined by GEOID03.
 FC1242
 FC1242.The dynamic height is computed by dividing the NAVD 88
 FC1242.geopotential number by the normal gravity value computed on the
 FC1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1242.degrees latitude (g = 980.6199 gals.).
 FC1242
 FC1242.The modeled gravity was interpolated from observed gravity values.
 FC1242
 FC1242;                    North         East    Units  Estimated Accuracy
 FC1242;SPC TN       -    80,140.      678,280.      MT  (+/- 180 meters Scaled)
 FC1242
 FC1242                          SUPERSEDED SURVEY CONTROL
 FC1242
 FC1242  NGVD 29 (??/??/92)  218.553  (m)          717.04   (f) ADJ UNCH    2 0
 FC1242
 FC1242.Superseded values are not recommended for survey control.
 FC1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1242.See file dsdata.txt to determine how the superseded data were derived.
 FC1242
 FC1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD694804(NAD 83)
 FC1242_MARKER: DB = BENCH MARK DISK
 FC1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1242_SP_SET: CULVERT
 FC1242_STAMPING: F 245 1961
 FC1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1242
 FC1242  HISTORY     - Date     Condition        Report By
 FC1242  HISTORY     - 1961     MONUMENTED       CGS
 FC1242  HISTORY     - 1962     GOOD             NGS
 FC1242  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1242  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1242
 FC1242                          STATION DESCRIPTION
 FC1242
 FC1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1242'1.1 MI SW FROM SILVERDALE.
 FC1242'FROM THE JUNCTION OF STATE HIGHWAY 2A AND U.S. HIGHWAY 11 IN
 FC1242'THE NORTHEAST PART OF SILVERDALE GO SOUTHEAST ON STATE HIGHWAY
 FC1242'2A FOR 0.2 MILE TO THE INTERSTATE HIGHWAY, THENCE SOUTHWEST ON
 FC1242'THE INTERSTATE HIGHWAY FOR 0.9 MILES TO THE MARK ON THE LEFT,
 FC1242'CEMENTED IN A DRILLED HOLE IN THE SOUTH HEADWALL OF A CULVERT
 FC1242'UNDER THE INTERSTATE HIGHWAY, ABOUT 150 SOUTH OF THE CENTER
 FC1242'OF STANDIFER GAP ROAD, 45 FEET SOUTH OF THE EAST BOUND LANE
 FC1242'OF THE INTERSTATE HIGHWAY AND 4 FEET BELOW THE LEVEL OF THE
 FC1242'HIGHWAY.  A STANDARD DISK.
 FC1242
 FC1242                          STATION RECOVERY (1972)
 FC1242
 FC1242'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1242'MARK NOT FOUND.
 FC1242
 FC1242                          STATION RECOVERY (1983)
 FC1242
 FC1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1242'NOT RECOVERED, MAY HAVE BEEN DESTROYED BY CULVERT EXTENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1366 ***********************************************************************
 FC1366  DESIGNATION -  F 246
 FC1366  PID         -  FC1366
 FC1366  STATE/COUNTY-  TN/MARION
 FC1366  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1366
 FC1366                         *CURRENT SURVEY CONTROL
 FC1366  ___________________________________________________________________
 FC1366* NAD 83(1986)-  35 02 29.     (N)    085 40 24.     (W)     SCALED    
 FC1366* NAVD 88     -       188.275  (meters)     617.70   (feet)  ADJUSTED  
 FC1366  ___________________________________________________________________
 FC1366  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 FC1366  DYNAMIC HT  -         188.091 (meters)     617.10  (feet)  COMP
 FC1366  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 FC1366
 FC1366  VERT ORDER  -  SECOND    CLASS 0
 FC1366
 FC1366.The horizontal coordinates were scaled from a topographic map and have
 FC1366.an estimated accuracy of +/- 6 seconds.
 FC1366
 FC1366.The orthometric height was determined by differential leveling
 FC1366.and adjusted by the National Geodetic Survey in June 1991..
 FC1366
 FC1366.The geoid height was determined by GEOID03.
 FC1366
 FC1366.The dynamic height is computed by dividing the NAVD 88
 FC1366.geopotential number by the normal gravity value computed on the
 FC1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1366.degrees latitude (g = 980.6199 gals.).
 FC1366
 FC1366.The modeled gravity was interpolated from observed gravity values.
 FC1366
 FC1366;                    North         East    Units  Estimated Accuracy
 FC1366;SPC TN       -    78,610.      629,810.      MT  (+/- 180 meters Scaled)
 FC1366
 FC1366                          SUPERSEDED SURVEY CONTROL
 FC1366
 FC1366  NGVD 29 (??/??/92)  188.281  (m)          617.72   (f) ADJ UNCH    2 0
 FC1366
 FC1366.Superseded values are not recommended for survey control.
 FC1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1366.See file dsdata.txt to determine how the superseded data were derived.
 FC1366
 FC1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD210784(NAD 83)
 FC1366_MARKER: DB = BENCH MARK DISK
 FC1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1366_STAMPING: F 246 1962
 FC1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1366+STABILITY: SURFACE MOTION
 FC1366
 FC1366  HISTORY     - Date     Condition        Report By
 FC1366  HISTORY     - 1962     MONUMENTED       CGS
 FC1366
 FC1366                          STATION DESCRIPTION
 FC1366
 FC1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1366'3.9 MI SW FROM JASPER.
 FC1366'TO REACH THE MARK FROM THE RAILROAD STATION IN JASPER GO SOUTHWEST
 FC1366'ON THE NASHVILLE, CHATTANOOGA, AND ST. LOUIS RAILWAY FOR 3.9 MILES
 FC1366'TO THE MARK SET AT A PRIVATE ROAD CROSSING AND NEAR THE OLD
 FC1366'KIMBALL RAILROAD STATION SITE, 390 FEET NORTHEAST OF MILEPOST
 FC1366'NUMBER 8, 43 FEET NORTH OF THE JUNCTION OF THE RAILROAD AND
 FC1366'PRIVATE ROAD, 36.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 18 FEET
 FC1366'NORTHEAST OF THE CENTER OF THE PRIVATE ROAD, 2.0 FEET NORTH OF A
 FC1366'METAL WITNESS SIGN, AND 1.6 FEET NORTHWEST OF A POWER LINE POLE.
 FC1366'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, FLUSH AND
 FC1366'ABOUT LEVEL WITH THE TOP OF THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1812 ***********************************************************************
 GA1812  DESIGNATION -  F 247
 GA1812  PID         -  GA1812
 GA1812  STATE/COUNTY-  TN/HAMBLEN
 GA1812  USGS QUAD   -  TALBOTT (1980)
 GA1812
 GA1812                         *CURRENT SURVEY CONTROL
 GA1812  ___________________________________________________________________
 GA1812* NAD 83(1986)-  36 10 40.     (N)    083 23 30.     (W)     SCALED    
 GA1812* NAVD 88     -       410.884  (meters)    1348.04   (feet)  ADJUSTED  
 GA1812  ___________________________________________________________________
 GA1812  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA1812  DYNAMIC HT  -         410.507 (meters)    1346.81  (feet)  COMP
 GA1812  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GA1812
 GA1812  VERT ORDER  -  FIRST     CLASS I
 GA1812
 GA1812.The horizontal coordinates were scaled from a topographic map and have
 GA1812.an estimated accuracy of +/- 6 seconds.
 GA1812
 GA1812.The orthometric height was determined by differential leveling
 GA1812.and adjusted by the National Geodetic Survey in June 1991..
 GA1812
 GA1812.The geoid height was determined by GEOID03.
 GA1812
 GA1812.The dynamic height is computed by dividing the NAVD 88
 GA1812.geopotential number by the normal gravity value computed on the
 GA1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1812.degrees latitude (g = 980.6199 gals.).
 GA1812
 GA1812.The modeled gravity was interpolated from observed gravity values.
 GA1812
 GA1812;                    North         East    Units  Estimated Accuracy
 GA1812;SPC TN       -   207,770.      834,610.      MT  (+/- 180 meters Scaled)
 GA1812
 GA1812                          SUPERSEDED SURVEY CONTROL
 GA1812
 GA1812  NGVD 29 (??/??/92)  411.011  (m)         1348.46   (f) ADJ UNCH    1 1
 GA1812
 GA1812.Superseded values are not recommended for survey control.
 GA1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1812.See file dsdata.txt to determine how the superseded data were derived.
 GA1812
 GA1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA849063(NAD 83)
 GA1812_MARKER: DB = BENCH MARK DISK
 GA1812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1812_SP_SET: BUILDING
 GA1812_STAMPING: F 247 1967
 GA1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1812
 GA1812  HISTORY     - Date     Condition        Report By
 GA1812  HISTORY     - 1967     MONUMENTED       CGS
 GA1812
 GA1812                          STATION DESCRIPTION
 GA1812
 GA1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1812'5.9 MI W FROM MORRISTOWN.
 GA1812'ABOUT 5.9 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1812'AT MORRISTOWN, ABOUT 125 YARDS SOUTH OF THE CENTER LINE OF THE
 GA1812'HIGHWAY, SET VERTICALLY IN THE WEST FACE AND AT THE SOUTHWEST
 GA1812'CORNER OF THE ALPHA SCHOOL, 57 FEET NORTHEAST OF THE CENTER LINE
 GA1812'OF A ROAD, 3.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING
 GA1812'AND 2.3 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2215 ***********************************************************************
 GA2215  DESIGNATION -  F 248
 GA2215  PID         -  GA2215
 GA2215  STATE/COUNTY-  TN/KNOX
 GA2215  USGS QUAD   -  MASCOT (1987)
 GA2215
 GA2215                         *CURRENT SURVEY CONTROL
 GA2215  ___________________________________________________________________
 GA2215* NAD 83(1986)-  36 04 02.     (N)    083 43 22.     (W)     SCALED    
 GA2215* NAVD 88     -       283.148  (meters)     928.96   (feet)  ADJUSTED  
 GA2215  ___________________________________________________________________
 GA2215  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2215  DYNAMIC HT  -         282.888 (meters)     928.11  (feet)  COMP
 GA2215  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GA2215
 GA2215  VERT ORDER  -  FIRST     CLASS I
 GA2215
 GA2215.The horizontal coordinates were scaled from a topographic map and have
 GA2215.an estimated accuracy of +/- 6 seconds.
 GA2215
 GA2215.The orthometric height was determined by differential leveling
 GA2215.and adjusted by the National Geodetic Survey in June 1991..
 GA2215
 GA2215.The geoid height was determined by GEOID03.
 GA2215
 GA2215.The dynamic height is computed by dividing the NAVD 88
 GA2215.geopotential number by the normal gravity value computed on the
 GA2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2215.degrees latitude (g = 980.6199 gals.).
 GA2215
 GA2215.The modeled gravity was interpolated from observed gravity values.
 GA2215
 GA2215;                    North         East    Units  Estimated Accuracy
 GA2215;SPC TN       -   194,760.      805,120.      MT  (+/- 180 meters Scaled)
 GA2215
 GA2215                          SUPERSEDED SURVEY CONTROL
 GA2215
 GA2215  NGVD 29 (??/??/92)  283.276  (m)          929.38   (f) ADJ UNCH    1 1
 GA2215
 GA2215.Superseded values are not recommended for survey control.
 GA2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2215.See file dsdata.txt to determine how the superseded data were derived.
 GA2215
 GA2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV547948(NAD 83)
 GA2215_MARKER: DB = BENCH MARK DISK
 GA2215_SETTING: 66 = SET IN ROCK OUTCROP
 GA2215_SP_SET: ROCK CUT
 GA2215_STAMPING: F 248 1967
 GA2215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2215+STABILITY: POSITION/ELEVATION WELL
 GA2215
 GA2215  HISTORY     - Date     Condition        Report By
 GA2215  HISTORY     - 1967     MONUMENTED       CGS
 GA2215
 GA2215                          STATION DESCRIPTION
 GA2215
 GA2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2215'0.8 MI E FROM MASCOT.
 GA2215'ABOUT 0.8 MILE EAST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2215'CHURCH AT MASCOT, ABOUT 0.1 MILE EAST OF A BLACK TOP ROAD
 GA2215'INTERSECTION, SET ON THE TOP OF AND NEAR THE WEST END OF A ROCK
 GA2215'CUT WHICH IS ABOUT 0.2 MILE LONG AND 25 FEET HIGH AT THE HIGHEST
 GA2215'POINT, 28 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 GA2215'EAST OF THE WEST END OF THE ROCK AND 5 FEET ABOVE THE LEVEL OF THE
 GA2215'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1933 ***********************************************************************
 FB1933  DESIGNATION -  F 249
 FB1933  PID         -  FB1933
 FB1933  STATE/COUNTY-  TN/KNOX
 FB1933  USGS QUAD   -  KNOXVILLE (1978)
 FB1933
 FB1933                         *CURRENT SURVEY CONTROL
 FB1933  ___________________________________________________________________
 FB1933* NAD 83(1986)-  35 59 51.     (N)    083 57 14.     (W)     SCALED    
 FB1933* NAVD 88     -       304.199  (meters)     998.03   (feet)  ADJUSTED  
 FB1933  ___________________________________________________________________
 FB1933  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1933  DYNAMIC HT  -         303.917 (meters)     997.10  (feet)  COMP
 FB1933  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FB1933
 FB1933  VERT ORDER  -  FIRST     CLASS I
 FB1933
 FB1933.The horizontal coordinates were scaled from a topographic map and have
 FB1933.an estimated accuracy of +/- 6 seconds.
 FB1933
 FB1933.The orthometric height was determined by differential leveling
 FB1933.and adjusted by the National Geodetic Survey in June 1991..
 FB1933
 FB1933.The geoid height was determined by GEOID03.
 FB1933
 FB1933.The dynamic height is computed by dividing the NAVD 88
 FB1933.geopotential number by the normal gravity value computed on the
 FB1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1933.degrees latitude (g = 980.6199 gals.).
 FB1933
 FB1933.The modeled gravity was interpolated from observed gravity values.
 FB1933
 FB1933;                    North         East    Units  Estimated Accuracy
 FB1933;SPC TN       -   186,570.      784,470.      MT  (+/- 180 meters Scaled)
 FB1933
 FB1933                          SUPERSEDED SURVEY CONTROL
 FB1933
 FB1933  NGVD 29 (??/??/92)  304.324  (m)          998.44   (f) ADJ UNCH    1 1
 FB1933
 FB1933.Superseded values are not recommended for survey control.
 FB1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1933.See file dsdata.txt to determine how the superseded data were derived.
 FB1933
 FB1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV337877(NAD 83)
 FB1933_MARKER: DB = BENCH MARK DISK
 FB1933_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1933_STAMPING: F 249 1967
 FB1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1933
 FB1933  HISTORY     - Date     Condition        Report By
 FB1933  HISTORY     - 1967     MONUMENTED       CGS
 FB1933
 FB1933                          STATION DESCRIPTION
 FB1933
 FB1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1933'2.9 MI NW FROM KNOXVILLE.
 FB1933'ABOUT 2.9 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1933'STATION AT KNOXVILLE, ABOUT 0.25 MILE SOUTHEAST OF MILEPOST 3,
 FB1933'ABOUT 39 YARDS NORTHWEST OF THE NORTHWEST END OF A CURVE, SET
 FB1933'IN THE TOP OF A NOTCH CUT OUT IN THE SOUTHWEST FACE OF A ROCK
 FB1933'THAT IS ABOUT 6 FEET LONG AND 3 FEET HIGH, 10.3 FEET NORTHEAST
 FB1933'OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1422 ***********************************************************************
 GC1422  DESIGNATION -  F 25
 GC1422  PID         -  GC1422
 GC1422  STATE/COUNTY-  TN/MONTGOMERY
 GC1422  USGS QUAD   -  PALMYRA (1983)
 GC1422
 GC1422                         *CURRENT SURVEY CONTROL
 GC1422  ___________________________________________________________________
 GC1422* NAD 83(1986)-  36 26 22.     (N)    087 29 09.     (W)     SCALED    
 GC1422* NAVD 88     -       118.193  (meters)     387.77   (feet)  ADJUSTED  
 GC1422  ___________________________________________________________________
 GC1422  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1422  DYNAMIC HT  -         118.093 (meters)     387.44  (feet)  COMP
 GC1422  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 GC1422
 GC1422  VERT ORDER  -  SECOND    CLASS 0
 GC1422
 GC1422.The horizontal coordinates were scaled from a topographic map and have
 GC1422.an estimated accuracy of +/- 6 seconds.
 GC1422
 GC1422.The orthometric height was determined by differential leveling
 GC1422.and adjusted by the National Geodetic Survey in June 1991..
 GC1422
 GC1422.The geoid height was determined by GEOID03.
 GC1422
 GC1422.The dynamic height is computed by dividing the NAVD 88
 GC1422.geopotential number by the normal gravity value computed on the
 GC1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1422.degrees latitude (g = 980.6199 gals.).
 GC1422
 GC1422.The modeled gravity was interpolated from observed gravity values.
 GC1422
 GC1422;                    North         East    Units  Estimated Accuracy
 GC1422;SPC TN       -   234,690.      466,780.      MT  (+/- 180 meters Scaled)
 GC1422
 GC1422                          SUPERSEDED SURVEY CONTROL
 GC1422
 GC1422  NGVD 29 (??/??/92)  118.250  (m)          387.96   (f) ADJ UNCH    2 0
 GC1422
 GC1422.Superseded values are not recommended for survey control.
 GC1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1422.See file dsdata.txt to determine how the superseded data were derived.
 GC1422
 GC1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF564328(NAD 83)
 GC1422_MARKER: DB = BENCH MARK DISK
 GC1422_SETTING: 39 = SET IN A TUNNEL
 GC1422_SP_SET: CONCRETE PORTAL OF A TUNNEL
 GC1422_STAMPING: F 25 1934
 GC1422_MARK LOGO: CGS   
 GC1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1422+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1987
 GC1422
 GC1422  HISTORY     - Date     Condition        Report By
 GC1422  HISTORY     - 1934     MONUMENTED       CGS
 GC1422  HISTORY     - 19870616 GOOD             LOCENG
 GC1422
 GC1422                          STATION DESCRIPTION
 GC1422
 GC1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1422'AT PALMYRA.
 GC1422'AT PALMYRA, MONTGOMERY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1422'RAILROAD, 110 YARDS WEST OF THE STATION, 225 YARDS EAST OF
 GC1422'MILEPOST 189, IN THE EAST CONCRETE PORTAL OF A TUNNEL, 3 YARDS
 GC1422'NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET ABOVE THE
 GC1422'GROUND.  A STANDARD DISK, STAMPED F 25 1934 AND SET VERTICALLY.
 GC1422
 GC1422                          STATION RECOVERY (1987)
 GC1422
 GC1422'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0865 ***********************************************************************
 GB0865  DESIGNATION -  F 250
 GB0865  PID         -  GB0865
 GB0865  STATE/COUNTY-  TN/MORGAN
 GB0865  USGS QUAD   -  LANCING (1984)
 GB0865
 GB0865                         *CURRENT SURVEY CONTROL
 GB0865  ___________________________________________________________________
 GB0865* NAD 83(1986)-  36 05 03.     (N)    084 38 31.     (W)     SCALED    
 GB0865* NAVD 88     -       302.112  (meters)     991.18   (feet)  ADJUSTED  
 GB0865  ___________________________________________________________________
 GB0865  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB0865  DYNAMIC HT  -         301.840 (meters)     990.29  (feet)  COMP
 GB0865  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 GB0865
 GB0865  VERT ORDER  -  FIRST     CLASS I
 GB0865
 GB0865.The horizontal coordinates were scaled from a topographic map and have
 GB0865.an estimated accuracy of +/- 6 seconds.
 GB0865
 GB0865.The orthometric height was determined by differential leveling
 GB0865.and adjusted by the National Geodetic Survey in June 1991..
 GB0865
 GB0865.The geoid height was determined by GEOID03.
 GB0865
 GB0865.The dynamic height is computed by dividing the NAVD 88
 GB0865.geopotential number by the normal gravity value computed on the
 GB0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0865.degrees latitude (g = 980.6199 gals.).
 GB0865
 GB0865.The modeled gravity was interpolated from observed gravity values.
 GB0865
 GB0865;                    North         East    Units  Estimated Accuracy
 GB0865;SPC TN       -   195,100.      722,310.      MT  (+/- 180 meters Scaled)
 GB0865
 GB0865                          SUPERSEDED SURVEY CONTROL
 GB0865
 GB0865  NGVD 29 (??/??/92)  302.228  (m)          991.56   (f) ADJ UNCH    1 1
 GB0865
 GB0865.Superseded values are not recommended for survey control.
 GB0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0865.See file dsdata.txt to determine how the superseded data were derived.
 GB0865
 GB0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE123958(NAD 83)
 GB0865_MARKER: DB = BENCH MARK DISK
 GB0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0865_SP_SET: TUNNEL
 GB0865_STAMPING: F 250 1968
 GB0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0865
 GB0865  HISTORY     - Date     Condition        Report By
 GB0865  HISTORY     - 1968     MONUMENTED       CGS
 GB0865
 GB0865                          STATION DESCRIPTION
 GB0865
 GB0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0865'3.2 MI S FROM LANCING.
 GB0865'ABOUT 3.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0865'AT LANCING, 0.35 MILE SOUTH OF MILEPOST 244, SET IN THE TOP OF A
 GB0865'6-INCH CONCRETE LEDGE AT THE BASE OF THE WEST WALL OF A TUNNEL, 3
 GB0865'INCHES EAST OF THE WEST WALL OF THE TUNNEL, 8.5 FEET SOUTH OF
 GB0865'THE NORTH END OF THE TUNNEL, 3.0 FEET SOUTH OF THE NORTH END OF
 GB0865'THE LEDGE, 9 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, AND ABOUT
 GB0865'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1033 ***********************************************************************
 GD1033  DESIGNATION -  F 251
 GD1033  PID         -  GD1033
 GD1033  STATE/COUNTY-  TN/LAKE
 GD1033  USGS QUAD   -  TENNEMO (1983)
 GD1033
 GD1033                         *CURRENT SURVEY CONTROL
 GD1033  ___________________________________________________________________
 GD1033* NAD 83(1986)-  36 13 42.     (N)    089 31 26.     (W)     SCALED    
 GD1033* NAVD 88     -        84.517  (meters)     277.29   (feet)  ADJUSTED  
 GD1033  ___________________________________________________________________
 GD1033  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1033  DYNAMIC HT  -          84.447 (meters)     277.06  (feet)  COMP
 GD1033  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GD1033
 GD1033  VERT ORDER  -  FIRST     CLASS I
 GD1033
 GD1033.The horizontal coordinates were scaled from a topographic map and have
 GD1033.an estimated accuracy of +/- 6 seconds.
 GD1033
 GD1033.The orthometric height was determined by differential leveling
 GD1033.and adjusted by the National Geodetic Survey in June 1991..
 GD1033
 GD1033.The geoid height was determined by GEOID03.
 GD1033
 GD1033.The dynamic height is computed by dividing the NAVD 88
 GD1033.geopotential number by the normal gravity value computed on the
 GD1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1033.degrees latitude (g = 980.6199 gals.).
 GD1033
 GD1033.The modeled gravity was interpolated from observed gravity values.
 GD1033
 GD1033;                    North         East    Units  Estimated Accuracy
 GD1033;SPC TN       -   215,950.      283,270.      MT  (+/- 180 meters Scaled)
 GD1033
 GD1033                          SUPERSEDED SURVEY CONTROL
 GD1033
 GD1033  NGVD 29 (??/??/??)   84.438  (m)          277.03   (f) ADJUSTED    1 1
 GD1033
 GD1033.Superseded values are not recommended for survey control.
 GD1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1033.See file dsdata.txt to determine how the superseded data were derived.
 GD1033
 GD1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF731122(NAD 83)
 GD1033_MARKER: DB = BENCH MARK DISK
 GD1033_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1033+WITH SETTING: INTO GROUND
 GD1033_SP_SET: METAL ROD WITH BASE PLATE
 GD1033_STAMPING: F 251 1976
 GD1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1033+STABILITY: SURFACE MOTION
 GD1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1033+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 GD1033
 GD1033  HISTORY     - Date     Condition        Report By
 GD1033  HISTORY     - 1976     MONUMENTED       NGS
 GD1033  HISTORY     - 20020720 GOOD             USACE
 GD1033
 GD1033                          STATION DESCRIPTION
 GD1033
 GD1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1033'5.6 MI SW FROM RIDGELY.
 GD1033'2.0 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1033'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, THENCE 3.6 MILES
 GD1033'WEST ALONG STATE HIGHWAY 79, AT THE SOUTHEAST CORNER OF A COTTON-
 GD1033'WOOD GROVE, 92 FEET SOUTHEAST OF THE CENTERLINE OF THE JUNCTION
 GD1033'OF GRANEL ROAD, 59 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, AND
 GD1033'1.9 FEET SOUTH OF A POWERLINE POLE.
 GD1033
 GD1033                          STATION RECOVERY (2002)
 GD1033
 GD1033'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0447 ***********************************************************************
 FC0447  DESIGNATION -  F 256
 FC0447  PID         -  FC0447
 FC0447  STATE/COUNTY-  TN/BRADLEY
 FC0447  USGS QUAD   -  MC DONALD (1976)
 FC0447
 FC0447                         *CURRENT SURVEY CONTROL
 FC0447  ___________________________________________________________________
 FC0447* NAD 83(1986)-  35 05 07.     (N)    084 54 29.     (W)     SCALED    
 FC0447* NAVD 88     -       272.764  (meters)     894.89   (feet)  ADJUSTED  
 FC0447  ___________________________________________________________________
 FC0447  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FC0447  DYNAMIC HT  -         272.493 (meters)     894.00  (feet)  COMP
 FC0447  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC0447
 FC0447  VERT ORDER  -  FIRST     CLASS I
 FC0447
 FC0447.The horizontal coordinates were scaled from a topographic map and have
 FC0447.an estimated accuracy of +/- 6 seconds.
 FC0447
 FC0447.The orthometric height was determined by differential leveling
 FC0447.and adjusted by the National Geodetic Survey in June 1991..
 FC0447
 FC0447.The geoid height was determined by GEOID03.
 FC0447
 FC0447.The dynamic height is computed by dividing the NAVD 88
 FC0447.geopotential number by the normal gravity value computed on the
 FC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0447.degrees latitude (g = 980.6199 gals.).
 FC0447
 FC0447.The modeled gravity was interpolated from observed gravity values.
 FC0447
 FC0447;                    North         East    Units  Estimated Accuracy
 FC0447;SPC TN       -    83,990.      699,580.      MT  (+/- 180 meters Scaled)
 FC0447
 FC0447                          SUPERSEDED SURVEY CONTROL
 FC0447
 FC0447  NGVD 29 (??/??/92)  272.762  (m)          894.89   (f) ADJ UNCH    1 1
 FC0447
 FC0447.Superseded values are not recommended for survey control.
 FC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0447.See file dsdata.txt to determine how the superseded data were derived.
 FC0447
 FC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD907845(NAD 83)
 FC0447_MARKER: DB = BENCH MARK DISK
 FC0447_SETTING: 66 = SET IN ROCK OUTCROP
 FC0447_SP_SET: SET IN ROCK OUTCROP
 FC0447_STAMPING: F 256 1968
 FC0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0447+STABILITY: POSITION/ELEVATION WELL
 FC0447
 FC0447  HISTORY     - Date     Condition        Report By
 FC0447  HISTORY     - 1968     MONUMENTED       CGS
 FC0447
 FC0447                          STATION DESCRIPTION
 FC0447
 FC0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0447'5.1 MI SW FROM CLEVELAND.
 FC0447'ABOUT 5.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0447'STATION AT CLEVELAND, AT BLUE SPRINGS, ABOUT 0.1 MILE SOUTH ALONG
 FC0447'A BLACKTOP ROAD FROM WHERE IT CROSSES THE TRACK, ABOUT 55 YARDS
 FC0447'SOUTHEAST OF AND ACROSS THE TRACK FROM MILEPOST 5, SET VERTICALLY
 FC0447'IN THE NORTHWEST FACE OF AND NEAR THE SOUTHWEST END OF A ROCK
 FC0447'LEDGE THAT IS ABOUT 30 FEET LONG AND 5 FEET HIGH AT THE HIGHEST
 FC0447'POINT, 141 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 26 1/2 FEET
 FC0447'NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE
 FC0447'THE LEVEL OF THE GROUND, ABOUT 1/2 FOOT BELOW THE TOP OF THE
 FC0447'ROCK AND ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0417 ***********************************************************************
 FC0417  DESIGNATION -  F 257
 FC0417  PID         -  FC0417
 FC0417  STATE/COUNTY-  TN/MCMINN
 FC0417  USGS QUAD   -  CALHOUN (1980)
 FC0417
 FC0417                         *CURRENT SURVEY CONTROL
 FC0417  ___________________________________________________________________
 FC0417* NAD 83(1986)-  35 19 24.     (N)    084 43 58.     (W)     SCALED    
 FC0417* NAVD 88     -       238.852  (meters)     783.63   (feet)  ADJUSTED  
 FC0417  ___________________________________________________________________
 FC0417  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FC0417  DYNAMIC HT  -         238.619 (meters)     782.87  (feet)  COMP
 FC0417  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 FC0417
 FC0417  VERT ORDER  -  FIRST     CLASS I
 FC0417
 FC0417.The horizontal coordinates were scaled from a topographic map and have
 FC0417.an estimated accuracy of +/- 6 seconds.
 FC0417
 FC0417.The orthometric height was determined by differential leveling
 FC0417.and adjusted by the National Geodetic Survey in June 1991..
 FC0417
 FC0417.The geoid height was determined by GEOID03.
 FC0417
 FC0417.The dynamic height is computed by dividing the NAVD 88
 FC0417.geopotential number by the normal gravity value computed on the
 FC0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0417.degrees latitude (g = 980.6199 gals.).
 FC0417
 FC0417.The modeled gravity was interpolated from observed gravity values.
 FC0417
 FC0417;                    North         East    Units  Estimated Accuracy
 FC0417;SPC TN       -   110,590.      715,220.      MT  (+/- 180 meters Scaled)
 FC0417
 FC0417                          SUPERSEDED SURVEY CONTROL
 FC0417
 FC0417  NGVD 29 (??/??/92)  238.891  (m)          783.76   (f) ADJ UNCH    1 1
 FC0417
 FC0417.Superseded values are not recommended for survey control.
 FC0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0417.See file dsdata.txt to determine how the superseded data were derived.
 FC0417
 FC0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE060112(NAD 83)
 FC0417_MARKER: DB = BENCH MARK DISK
 FC0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0417_STAMPING: F 257 1968
 FC0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0417+STABILITY: SURFACE MOTION
 FC0417
 FC0417  HISTORY     - Date     Condition        Report By
 FC0417  HISTORY     - 1968     MONUMENTED       CGS
 FC0417
 FC0417                          STATION DESCRIPTION
 FC0417
 FC0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0417'2.5 MI NE FROM CALHOUN.
 FC0417'ABOUT 2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE NORTHEAST
 FC0417'END OF THE HIGHWAY BRIDGE OVER HIWASSEE RIVER AT CALHOUN, ABOUT
 FC0417'0.1 MILE NORTHEAST OF THE SOUTHERN RAILWAYS MILEPOST 198, 59
 FC0417'FEET WEST OF THE CENTER OF THE CROSSING OF THE TRACK AND A PRIVATE
 FC0417'ROAD, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 43 FEET
 FC0417'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27.5 FEET NORTHWEST
 FC0417'OF THE NORTHWEST RAIL OF THE SOUTHERN RAILWAY, 1.5 FEET NORTHEAST
 FC0417'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, ABOUT 1
 FC0417'FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FC0417'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0436 ***********************************************************************
 FC0436  DESIGNATION -  F 258
 FC0436  PID         -  FC0436
 FC0436  STATE/COUNTY-  TN/MCMINN
 FC0436  USGS QUAD   -  ATHENS (1990)
 FC0436
 FC0436                         *CURRENT SURVEY CONTROL
 FC0436  ___________________________________________________________________
 FC0436* NAD 83(1986)-  35 26 30.     (N)    084 36 25.     (W)     SCALED    
 FC0436* NAVD 88     -       291.167  (meters)     955.27   (feet)  ADJUSTED  
 FC0436  ___________________________________________________________________
 FC0436  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0436  DYNAMIC HT  -         290.884 (meters)     954.34  (feet)  COMP
 FC0436  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 FC0436
 FC0436  VERT ORDER  -  FIRST     CLASS I
 FC0436
 FC0436.The horizontal coordinates were scaled from a topographic map and have
 FC0436.an estimated accuracy of +/- 6 seconds.
 FC0436
 FC0436.The orthometric height was determined by differential leveling
 FC0436.and adjusted by the National Geodetic Survey in June 1991..
 FC0436
 FC0436.The geoid height was determined by GEOID03.
 FC0436
 FC0436.The dynamic height is computed by dividing the NAVD 88
 FC0436.geopotential number by the normal gravity value computed on the
 FC0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0436.degrees latitude (g = 980.6199 gals.).
 FC0436
 FC0436.The modeled gravity was interpolated from observed gravity values.
 FC0436
 FC0436;                    North         East    Units  Estimated Accuracy
 FC0436;SPC TN       -   123,870.      726,480.      MT  (+/- 180 meters Scaled)
 FC0436
 FC0436                          SUPERSEDED SURVEY CONTROL
 FC0436
 FC0436  NGVD 29 (??/??/92)  291.217  (m)          955.43   (f) ADJ UNCH    1 1
 FC0436
 FC0436.Superseded values are not recommended for survey control.
 FC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0436.See file dsdata.txt to determine how the superseded data were derived.
 FC0436
 FC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE172246(NAD 83)
 FC0436_MARKER: DB = BENCH MARK DISK
 FC0436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0436_SP_SET: COPPER-CLAD STEEL ROD
 FC0436_STAMPING: F 258 1968
 FC0436_PROJECTION: PROJECTING 10 CENTIMETERS
 FC0436_MAGNETIC: I = MARKER IS A STEEL ROD
 FC0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0436+STABILITY: POSITION/ELEVATION WELL
 FC0436_ROD/PIPE-DEPTH: 7.3  meters
 FC0436
 FC0436  HISTORY     - Date     Condition        Report By
 FC0436  HISTORY     - 1968     MONUMENTED       CGS
 FC0436
 FC0436                          STATION DESCRIPTION
 FC0436
 FC0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0436'0.8 MI SW FROM ATHENS.
 FC0436'ABOUT 0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0436'STATION AT ATHENS, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 187, ABOUT
 FC0436'0.1 MILE NORTH ALONG A BLACKTOP ROAD FROM THE EPPERSON HOSPITAL,
 FC0436'39 1/2 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE ROAD
 FC0436'AND THE TRACK, 33 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FC0436'26.9 FEET SOUTH OF THE SOUTH RAIL, 2 1/2 FEET EAST OF A POWER
 FC0436'POLE AND IS IN LINE WITH THE POLES, 1.2 FEET WEST OF A METAL
 FC0436'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND IS A
 FC0436'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING  2 INCHES
 FC0436'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6-INCH METAL
 FC0436'PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 FC0436'ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0033 ***********************************************************************
 FC0033  DESIGNATION -  F 259
 FC0033  PID         -  FC0033
 FC0033  STATE/COUNTY-  TN/LOUDON
 FC0033  USGS QUAD   -  PHILADELPHIA (1974)
 FC0033
 FC0033                         *CURRENT SURVEY CONTROL
 FC0033  ___________________________________________________________________
 FC0033* NAD 83(1986)-  35 41 31.     (N)    084 23 09.     (W)     SCALED    
 FC0033* NAVD 88     -       259.879  (meters)     852.62   (feet)  ADJUSTED  
 FC0033  ___________________________________________________________________
 FC0033  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FC0033  DYNAMIC HT  -         259.630 (meters)     851.80  (feet)  COMP
 FC0033  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 FC0033
 FC0033  VERT ORDER  -  FIRST     CLASS I
 FC0033
 FC0033.The horizontal coordinates were scaled from a topographic map and have
 FC0033.an estimated accuracy of +/- 6 seconds.
 FC0033
 FC0033.The orthometric height was determined by differential leveling
 FC0033.and adjusted by the National Geodetic Survey in June 1991..
 FC0033
 FC0033.The geoid height was determined by GEOID03.
 FC0033
 FC0033.The dynamic height is computed by dividing the NAVD 88
 FC0033.geopotential number by the normal gravity value computed on the
 FC0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0033.degrees latitude (g = 980.6199 gals.).
 FC0033
 FC0033.The modeled gravity was interpolated from observed gravity values.
 FC0033
 FC0033;                    North         East    Units  Estimated Accuracy
 FC0033;SPC TN       -   151,940.      746,090.      MT  (+/- 180 meters Scaled)
 FC0033
 FC0033                          SUPERSEDED SURVEY CONTROL
 FC0033
 FC0033  NGVD 29 (??/??/92)  259.965  (m)          852.90   (f) ADJ UNCH    1 1
 FC0033
 FC0033.Superseded values are not recommended for survey control.
 FC0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0033.See file dsdata.txt to determine how the superseded data were derived.
 FC0033
 FC0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE365529(NAD 83)
 FC0033_MARKER: DB = BENCH MARK DISK
 FC0033_SETTING: 66 = SET IN ROCK OUTCROP
 FC0033_SP_SET: OUTCROP
 FC0033_STAMPING: F 259 1968
 FC0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0033+STABILITY: POSITION/ELEVATION WELL
 FC0033
 FC0033  HISTORY     - Date     Condition        Report By
 FC0033  HISTORY     - 1968     MONUMENTED       CGS
 FC0033
 FC0033                          STATION DESCRIPTION
 FC0033
 FC0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0033'1 MI NE FROM PHILADELPHIA.
 FC0033'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SUNRISE
 FC0033'MOTEL AT PHILADELPHIA, ALSO ABOUT 1.4 MILES NORTHEAST ALONG THE
 FC0033'SOUTHERN RAILWAY FROM THE FIRST BAPTIST CHURCH AT PHILADELPHIA,
 FC0033'THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED ROAD, APPROXIMATELY
 FC0033'UNDER THE CENTER OF A STEEL POWER LINE TOWER, SET IN THE TOP OF A
 FC0033'ROCK OUTCROP THAT IS ABOUT 125 FEET LONG BY 10 FEET WIDE AND
 FC0033'PROJECTS ABOUT 2 FEET, 42 1/2 FEET SOUTHEAST OF THE CENTER LINE
 FC0033'OF THE HIGHWAY, 8 FEET EAST OF THE WEST LEG OF THE TOWER AND ABOUT
 FC0033'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0245 ***********************************************************************
 GD0245  DESIGNATION -  F 26
 GD0245  PID         -  GD0245
 GD0245  STATE/COUNTY-  TN/BENTON
 GD0245  USGS QUAD   -  CAMDEN (1984)
 GD0245
 GD0245                         *CURRENT SURVEY CONTROL
 GD0245  ___________________________________________________________________
 GD0245* NAD 83(1986)-  36 02 52.     (N)    088 05 03.     (W)     SCALED    
 GD0245* NAVD 88     -       118.133  (meters)     387.57   (feet)  ADJUSTED  
 GD0245  ___________________________________________________________________
 GD0245  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0245  DYNAMIC HT  -         118.034 (meters)     387.25  (feet)  COMP
 GD0245  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GD0245
 GD0245  VERT ORDER  -  FIRST     CLASS II
 GD0245
 GD0245.The horizontal coordinates were scaled from a topographic map and have
 GD0245.an estimated accuracy of +/- 6 seconds.
 GD0245
 GD0245.The orthometric height was determined by differential leveling
 GD0245.and adjusted by the National Geodetic Survey in June 1991..
 GD0245
 GD0245.The geoid height was determined by GEOID03.
 GD0245
 GD0245.The dynamic height is computed by dividing the NAVD 88
 GD0245.geopotential number by the normal gravity value computed on the
 GD0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0245.degrees latitude (g = 980.6199 gals.).
 GD0245
 GD0245.The modeled gravity was interpolated from observed gravity values.
 GD0245
 GD0245;                    North         East    Units  Estimated Accuracy
 GD0245;SPC TN       -   192,220.      412,220.      MT  (+/- 180 meters Scaled)
 GD0245
 GD0245                          SUPERSEDED SURVEY CONTROL
 GD0245
 GD0245  NGVD 29 (??/??/??)  118.164  (m)          387.68   (f) ADJUSTED    1 2
 GD0245
 GD0245.Superseded values are not recommended for survey control.
 GD0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0245.See file dsdata.txt to determine how the superseded data were derived.
 GD0245
 GD0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE023897(NAD 83)
 GD0245_MARKER: DB = BENCH MARK DISK
 GD0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0245_SP_SET: OVERPASS
 GD0245_STAMPING: F 26 1934 387.831
 GD0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0245
 GD0245  HISTORY     - Date     Condition        Report By
 GD0245  HISTORY     - 1934     MONUMENTED       CGS
 GD0245  HISTORY     - 1969     GOOD             CGS
 GD0245  HISTORY     - 1971     GOOD             NGS
 GD0245
 GD0245                          STATION DESCRIPTION
 GD0245
 GD0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0245'0.8 MI E FROM CAMDEN.
 GD0245'THE MARK IS ABOUT 0.8 OF A MILE EAST ALONG THE LOUISVILLE AND
 GD0245'NASHVILLE RAILROAD FROM THE SMALL STATION IN CAMDEN.  (THIS
 GD0245'WAS FORMERLY THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILROAD).
 GD0245'IT IS IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF
 GD0245'RAILROAD STRUCTURE 85.0, 42 FEET SOUTHEAST AND ACROSS THE
 GD0245'TRACKS FROM MILEPOST 85, 24 FEET WEST OF AND ABOUT 8 FEET ABOVE
 GD0245'THE LEVEL OF A PAVED ROAD (OLD U.S. HIGHWAY 70), 6.7 FEET SOUTH
 GD0245'OF THE SOUTH RAIL OF THE RAILROAD TRACK, ABOUT 6 FEET BELOW THE
 GD0245'LEVEL OF THE TRACKS, AND 1.2 FEET EAST OF A METAL WITNESS POST
 GD0245'AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR
 GD0245'THE SOUTH END OF THE WEST, CONCRETE, ABUTMENT OF THE RAILROAD
 GD0245'OVERPASS AND THE DISK IS STAMPED F 26 1934 387.831.
 GD0245
 GD0245                          STATION RECOVERY (1971)
 GD0245
 GD0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0099 ***********************************************************************
 FC0099  DESIGNATION -  F 260
 FC0099  PID         -  FC0099
 FC0099  STATE/COUNTY-  TN/KNOX
 FC0099  USGS QUAD   -  BEARDEN (1990)
 FC0099
 FC0099                         *CURRENT SURVEY CONTROL
 FC0099  ___________________________________________________________________
 FC0099* NAD 83(1986)-  35 53 10.     (N)    084 06 00.     (W)     SCALED    
 FC0099* NAVD 88     -       259.329  (meters)     850.82   (feet)  ADJUSTED  
 FC0099  ___________________________________________________________________
 FC0099  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0099  DYNAMIC HT  -         259.087 (meters)     850.02  (feet)  COMP
 FC0099  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FC0099
 FC0099  VERT ORDER  -  FIRST     CLASS I
 FC0099
 FC0099.The horizontal coordinates were scaled from a topographic map and have
 FC0099.an estimated accuracy of +/- 6 seconds.
 FC0099
 FC0099.The orthometric height was determined by differential leveling
 FC0099.and adjusted by the National Geodetic Survey in June 1991..
 FC0099
 FC0099.The geoid height was determined by GEOID03.
 FC0099
 FC0099.The dynamic height is computed by dividing the NAVD 88
 FC0099.geopotential number by the normal gravity value computed on the
 FC0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0099.degrees latitude (g = 980.6199 gals.).
 FC0099
 FC0099.The modeled gravity was interpolated from observed gravity values.
 FC0099
 FC0099;                    North         East    Units  Estimated Accuracy
 FC0099;SPC TN       -   173,940.      771,540.      MT  (+/- 180 meters Scaled)
 FC0099
 FC0099                          SUPERSEDED SURVEY CONTROL
 FC0099
 FC0099  NGVD 29 (??/??/92)  259.460  (m)          851.25   (f) ADJ UNCH    1 1
 FC0099
 FC0099.Superseded values are not recommended for survey control.
 FC0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0099.See file dsdata.txt to determine how the superseded data were derived.
 FC0099
 FC0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE617752(NAD 83)
 FC0099_MARKER: DB = BENCH MARK DISK
 FC0099_SETTING: 66 = SET IN ROCK OUTCROP
 FC0099_SP_SET: LEDGE
 FC0099_STAMPING: F 260 1968
 FC0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0099+STABILITY: POSITION/ELEVATION WELL
 FC0099
 FC0099  HISTORY     - Date     Condition        Report By
 FC0099  HISTORY     - 1968     MONUMENTED       CGS
 FC0099
 FC0099                          STATION DESCRIPTION
 FC0099
 FC0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0099'2.6 MI NE FROM CONCORD.
 FC0099'ABOUT 2.55 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0099'POST OFFICE AT CONCORD, ABOUT 0.45 MILE SOUTHWEST OF MILEPOST
 FC0099'142, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 FC0099'NORTH AND SOUTHWEST, SET VERTICALLY IN THE NORTHWEST FACE AND
 FC0099'NEAR THE NORTHEAST END OF A ROCK LEDGE THAT IS ABOUT 15 FEET
 FC0099'LONG BY 4 FEET HIGH AND IS PART OF AN 8-FOOT HIGH BANK, 13.7
 FC0099'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET ABOVE THE LEVEL
 FC0099'OF THE GROUND AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0341 ***********************************************************************
 FF0341  DESIGNATION -  F 261
 FF0341  PID         -  FF0341
 FF0341  STATE/COUNTY-  TN/SHELBY
 FF0341  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0341
 FF0341                         *CURRENT SURVEY CONTROL
 FF0341  ___________________________________________________________________
 FF0341* NAD 83(1986)-  35 09 05.     (N)    090 03 06.     (W)     SCALED    
 FF0341* NAVD 88     -        80.566  (meters)     264.32   (feet)  ADJUSTED  
 FF0341  ___________________________________________________________________
 FF0341  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0341  DYNAMIC HT  -          80.493 (meters)     264.08  (feet)  COMP
 FF0341  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF0341
 FF0341  VERT ORDER  -  FIRST     CLASS I
 FF0341
 FF0341.The horizontal coordinates were scaled from a topographic map and have
 FF0341.an estimated accuracy of +/- 6 seconds.
 FF0341
 FF0341.The orthometric height was determined by differential leveling
 FF0341.and adjusted by the National Geodetic Survey in June 1991..
 FF0341
 FF0341.The geoid height was determined by GEOID03.
 FF0341
 FF0341.The dynamic height is computed by dividing the NAVD 88
 FF0341.geopotential number by the normal gravity value computed on the
 FF0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0341.degrees latitude (g = 980.6199 gals.).
 FF0341
 FF0341.The modeled gravity was interpolated from observed gravity values.
 FF0341
 FF0341;                    North         East    Units  Estimated Accuracy
 FF0341;SPC TN       -    98,410.      230,910.      MT  (+/- 180 meters Scaled)
 FF0341
 FF0341                          SUPERSEDED SURVEY CONTROL
 FF0341
 FF0341  NGVD 29 (??/??/??)   80.528  (m)          264.20   (f) ADJUSTED    1 1
 FF0341
 FF0341.Superseded values are not recommended for survey control.
 FF0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0341.See file dsdata.txt to determine how the superseded data were derived.
 FF0341
 FF0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU685938(NAD 83)
 FF0341_MARKER: DB = BENCH MARK DISK
 FF0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0341_SP_SET: WALL
 FF0341_STAMPING: F 261 1974
 FF0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0341+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0341
 FF0341  HISTORY     - Date     Condition        Report By
 FF0341  HISTORY     - 1974     MONUMENTED       NGS
 FF0341  HISTORY     - 1976     GOOD             NGS
 FF0341  HISTORY     - 19950625 GOOD             TN1620
 FF0341  HISTORY     - 20021024 GOOD             USACE
 FF0341
 FF0341                          STATION DESCRIPTION
 FF0341
 FF0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0341'AT MEMPHIS.
 FF0341'AT MEMPHIS, 0.4 MILE NORTH ALONG NORTH FRONT STREET FROM THE
 FF0341'COURTHOUSE-CUSTOMHOUSE-POST OFFICE BUILDING, AT THE INTERSECTION
 FF0341'WITH EXCHANGE AVENUE, 56.2 FEET SOUTH OF THE SOUTH FACE OF COOKS
 FF0341'CONVENTION HALL, 19 FEET NORTH OF THE CENTER LINE OF A NEW BRIDGE
 FF0341'LIKE RAMP TRAFFIC INTERCHANGE FROM I-40 WEST, 1.3 FEET NORTH OF
 FF0341'THE NORTH SIDE OF WINGWALL OF THE NORTH BANNISTER OF BRIDGE, SET
 FF0341'IN TOP OF THE SOUTH END OF A CONCRETE RETAINING WALL WHICH
 FF0341'CONNECTS TO CONVENTION HALL AS ONE STRUCTURE AND 10-INCHES BELOW
 FF0341'LEVEL OF SIDEWALK.
 FF0341
 FF0341                          STATION RECOVERY (1976)
 FF0341
 FF0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0341'RECOVERED IN GOOD CONDITION.
 FF0341
 FF0341                          STATION RECOVERY (1995)
 FF0341
 FF0341'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF0341'RECOVERED IN GOOD CONDITION.
 FF0341
 FF0341                          STATION RECOVERY (2002)
 FF0341
 FF0341'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1357 ***********************************************************************
 FE1357  DESIGNATION -  F 262
 FE1357  PID         -  FE1357
 FE1357  STATE/COUNTY-  TN/TIPTON
 FE1357  USGS QUAD   -  MUNFORD (1983)
 FE1357
 FE1357                         *CURRENT SURVEY CONTROL
 FE1357  ___________________________________________________________________
 FE1357* NAD 83(1986)-  35 26 14.     (N)    089 47 54.     (W)     SCALED    
 FE1357* NAVD 88     -       117.868  (meters)     386.71   (feet)  ADJUSTED  
 FE1357  ___________________________________________________________________
 FE1357  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1357  DYNAMIC HT  -         117.764 (meters)     386.36  (feet)  COMP
 FE1357  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 FE1357
 FE1357  VERT ORDER  -  FIRST     CLASS I
 FE1357
 FE1357.The horizontal coordinates were scaled from a topographic map and have
 FE1357.an estimated accuracy of +/- 6 seconds.
 FE1357
 FE1357.The orthometric height was determined by differential leveling
 FE1357.and adjusted by the National Geodetic Survey in June 1991..
 FE1357
 FE1357.The geoid height was determined by GEOID03.
 FE1357
 FE1357.The dynamic height is computed by dividing the NAVD 88
 FE1357.geopotential number by the normal gravity value computed on the
 FE1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1357.degrees latitude (g = 980.6199 gals.).
 FE1357
 FE1357.The modeled gravity was interpolated from observed gravity values.
 FE1357
 FE1357;                    North         East    Units  Estimated Accuracy
 FE1357;SPC TN       -   129,170.      255,210.      MT  (+/- 180 meters Scaled)
 FE1357
 FE1357                          SUPERSEDED SURVEY CONTROL
 FE1357
 FE1357  NGVD 29 (??/??/??)  117.842  (m)          386.62   (f) ADJUSTED    1 1
 FE1357
 FE1357.Superseded values are not recommended for survey control.
 FE1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1357.See file dsdata.txt to determine how the superseded data were derived.
 FE1357
 FE1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE459251(NAD 83)
 FE1357_MARKER: DB = BENCH MARK DISK
 FE1357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1357_SP_SET: CULVERT
 FE1357_STAMPING: F 262 1974
 FE1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1357+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1357
 FE1357  HISTORY     - Date     Condition        Report By
 FE1357  HISTORY     - 1974     MONUMENTED       NGS
 FE1357  HISTORY     - 20021003 GOOD             USACE
 FE1357
 FE1357                          STATION DESCRIPTION
 FE1357
 FE1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1357'0.6 MI SW FROM CROSSTOWN.
 FE1357'ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE1357'ATOKA-MUNFORD ROAD INTERSECTION AT CROSSTOWN, AT A PAVED
 FE1357'CROSSOVER BETWEEN 4 LANES OF U.S. HIGHWAY 51, 214 FEET SOUTHEAST
 FE1357'OF THE CENTER LINE OF THE NORTHWEST LANE OF HIGHWAY, 157 FEET
 FE1357'NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST LANE OF HIGHWAY,
 FE1357'41 FEET NORTHEAST OF THE CENTER LINE OF A PAVED CROSSOVER, SET IN
 FE1357'TOP AND CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A 12 FT BY
 FE1357'7 FT BOX CULVERT, 6 FEET BELOW CROSSOVER, 15 FEET BELOW THE
 FE1357'NORTHWEST LANE OF HIGHWAY.
 FE1357
 FE1357                          STATION RECOVERY (2002)
 FE1357
 FE1357'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1704 ***********************************************************************
 FE1704  DESIGNATION -  F 263
 FE1704  PID         -  FE1704
 FE1704  STATE/COUNTY-  TN/LAUDERDALE
 FE1704  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1704
 FE1704                         *CURRENT SURVEY CONTROL
 FE1704  ___________________________________________________________________
 FE1704* NAD 83(1986)-  35 42 42.     (N)    089 33 59.     (W)     SCALED    
 FE1704* NAVD 88     -       140.285  (meters)     460.25   (feet)  ADJUSTED  
 FE1704  ___________________________________________________________________
 FE1704  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1704  DYNAMIC HT  -         140.164 (meters)     459.85  (feet)  COMP
 FE1704  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 FE1704
 FE1704  VERT ORDER  -  FIRST     CLASS I
 FE1704
 FE1704.The horizontal coordinates were scaled from a topographic map and have
 FE1704.an estimated accuracy of +/- 6 seconds.
 FE1704
 FE1704.The orthometric height was determined by differential leveling
 FE1704.and adjusted by the National Geodetic Survey in June 1991..
 FE1704
 FE1704.The geoid height was determined by GEOID03.
 FE1704
 FE1704.The dynamic height is computed by dividing the NAVD 88
 FE1704.geopotential number by the normal gravity value computed on the
 FE1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1704.degrees latitude (g = 980.6199 gals.).
 FE1704
 FE1704.The modeled gravity was interpolated from observed gravity values.
 FE1704
 FE1704;                    North         East    Units  Estimated Accuracy
 FE1704;SPC TN       -   158,800.      277,360.      MT  (+/- 180 meters Scaled)
 FE1704
 FE1704                          SUPERSEDED SURVEY CONTROL
 FE1704
 FE1704  NGVD 29 (??/??/??)  140.243  (m)          460.11   (f) ADJUSTED    1 1
 FE1704
 FE1704.Superseded values are not recommended for survey control.
 FE1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1704.See file dsdata.txt to determine how the superseded data were derived.
 FE1704
 FE1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE678550(NAD 83)
 FE1704_MARKER: DB = BENCH MARK DISK
 FE1704_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1704+WITH SETTING: INTO GROUND
 FE1704_STAMPING: F 263 1974
 FE1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1704+STABILITY: SURFACE MOTION
 FE1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1704+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1704
 FE1704  HISTORY     - Date     Condition        Report By
 FE1704  HISTORY     - 1974     MONUMENTED       NGS
 FE1704  HISTORY     - 20020808 GOOD             USACE
 FE1704
 FE1704                          STATION DESCRIPTION
 FE1704
 FE1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1704'3.4 MI N FROM HENNING.
 FE1704'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 87 FROM THE INTERSECTION
 FE1704'WITH OLD U.S. HIGHWAY 51 AT HENNING, ALSO, 4.4 MILES SOUTHWEST
 FE1704'OF THE COURTHOUSE AT RIPLEY, THENCE 2.55 MILES NORTHEAST ALONG
 FE1704'NEW U.S. HIGHWAY 51, 78 FEET WEST OF THE CENTER LINE OF THE WEST
 FE1704'LANE OF HIGHWAY, 0.65 MILE NORTH OF THE TENNESSEE BUREAU OF
 FE1704'HIGHWAYS (COUNTY MTCE HEADQUARTERS), AT THE INTERSECTION WITH
 FE1704'AN EAST-WEST ASPHALT ROAD, ABOUT 400 FEET WEST OF AND ACROSS 4
 FE1704'LANES OF HIGHWAY FROM A CONCRETE BLOCK BUILDING (HENNING GROCERY
 FE1704'STORE), 117 FEET SOUTH OF THE CENTER LINE OF AN ASPHALT ROAD
 FE1704'LEADING WEST, 66.3 FEET SOUTH OF A PIPE POST AT THE NORTH END OF
 FE1704'THE HIGHWAY R.O.W. FENCE, 44 1/2 FEET EAST OF THE CENTER LINE
 FE1704'OF AN OLD ASPHALT ROAD, 0.8 FOOT EAST OF A WOVEN WIRE FENCE,
 FE1704'0.5 FOOT WEST OF A METAL WITNESS POST, 1 FOOT ABOVE HIGHWAY AND
 FE1704'ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED
 FE1704'TO A METAL BASE PLATE.  THE DISK IS 1-INCH BELOW GROUND AND
 FE1704'PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FE1704
 FE1704                          STATION RECOVERY (2002)
 FE1704
 FE1704'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1859 ***********************************************************************
 FE1859  DESIGNATION -  F 264
 FE1859  PID         -  FE1859
 FE1859  STATE/COUNTY-  TN/LAUDERDALE
 FE1859  USGS QUAD   -  KNOB CREEK (1972)
 FE1859
 FE1859                         *CURRENT SURVEY CONTROL
 FE1859  ___________________________________________________________________
 FE1859* NAD 83(1986)-  35 55 01.     (N)    089 31 18.     (W)     SCALED    
 FE1859* NAVD 88     -        77.782  (meters)     255.19   (feet)  ADJUSTED  
 FE1859  ___________________________________________________________________
 FE1859  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1859  DYNAMIC HT  -          77.715 (meters)     254.97  (feet)  COMP
 FE1859  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 FE1859
 FE1859  VERT ORDER  -  FIRST     CLASS I
 FE1859
 FE1859.The horizontal coordinates were scaled from a topographic map and have
 FE1859.an estimated accuracy of +/- 6 seconds.
 FE1859
 FE1859.The orthometric height was determined by differential leveling
 FE1859.and adjusted by the National Geodetic Survey in June 1991..
 FE1859
 FE1859.The geoid height was determined by GEOID03.
 FE1859
 FE1859.The dynamic height is computed by dividing the NAVD 88
 FE1859.geopotential number by the normal gravity value computed on the
 FE1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1859.degrees latitude (g = 980.6199 gals.).
 FE1859
 FE1859.The modeled gravity was interpolated from observed gravity values.
 FE1859
 FE1859;                    North         East    Units  Estimated Accuracy
 FE1859;SPC TN       -   181,420.      282,230.      MT  (+/- 180 meters Scaled)
 FE1859
 FE1859                          SUPERSEDED SURVEY CONTROL
 FE1859
 FE1859  NGVD 29 (??/??/??)   77.723  (m)          255.00   (f) ADJUSTED    1 1
 FE1859
 FE1859.Superseded values are not recommended for survey control.
 FE1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1859.See file dsdata.txt to determine how the superseded data were derived.
 FE1859
 FE1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE724776(NAD 83)
 FE1859_MARKER: DB = BENCH MARK DISK
 FE1859_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1859+WITH SETTING: INTO GROUND
 FE1859_STAMPING: F 264 1974
 FE1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1859+STABILITY: SURFACE MOTION
 FE1859
 FE1859  HISTORY     - Date     Condition        Report By
 FE1859  HISTORY     - 1974     MONUMENTED       NGS
 FE1859  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1859
 FE1859                          STATION DESCRIPTION
 FE1859
 FE1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1859'7.8 MI W FROM HALLS.
 FE1859'ABOUT 7.85 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1859'BAPTIST CHURCH AT HALLS, ABOUT 1.35 MILES WEST OF THE SMALL
 FE1859'COMMUNITY OF PORTER GAP, 26.7 FEET NORTH OF THE CENTER LINE OF
 FE1859'THE HIGHWAY, 10.6 FEET SOUTH OF A FORKED SWEET GUM TREE, 3.3
 FE1859'FEET SOUTH OF UNDERGROUND MARKER POST P70 LP, 4 FEET BELOW LEVEL
 FE1859'OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL
 FE1859'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH
 FE1859'WITH THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING
 FE1859'4-INCHES.
 FE1859
 FE1859                          STATION RECOVERY (2002)
 FE1859
 FE1859'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1125 ***********************************************************************
 GD1125  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1125  DESIGNATION -  F 265
 GD1125  PID         -  GD1125
 GD1125  STATE/COUNTY-  TN/LAKE
 GD1125  USGS QUAD   -  MISTON (1983)
 GD1125
 GD1125                         *CURRENT SURVEY CONTROL
 GD1125  ___________________________________________________________________
 GD1125* NAD 83(1995)-  36 14 10.09041(N)    089 28 40.80785(W)     ADJUSTED  
 GD1125* NAVD 88     -        85.21   (meters)     279.6    (feet)  GPS OBS   
 GD1125  ___________________________________________________________________
 GD1125  X           -      46,924.306 (meters)                     COMP
 GD1125  Y           -  -5,150,386.098 (meters)                     COMP
 GD1125  Z           -   3,749,391.300 (meters)                     COMP
 GD1125  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GD1125  ELLIP HEIGHT-          56.83  (meters)          (05/31/05) GPS OBS
 GD1125  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD1125  DYNAMIC HT  -          85.14  (meters)     279.3   (feet)  COMP
 GD1125  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 GD1125
 GD1125  HORZ ORDER  -  FIRST
 GD1125  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1125  ELLP ORDER  -  FOURTH    CLASS II
 GD1125
 GD1125.The horizontal coordinates were established by GPS observations
 GD1125.and adjusted by the National Geodetic Survey in May 2005..
 GD1125
 GD1125.The orthometric height was determined by GPS observations and a
 GD1125.high-resolution geoid model using precise GPS observation and
 GD1125.processing techniques. It supersedes the leveled height previously
 GD1125.determined for this station.
 GD1125.The vertical order pertains to the first NAVD 88 superseded value.
 GD1125
 GD1125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1125
 GD1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1125
 GD1125.The ellipsoidal height was determined by GPS observations
 GD1125.and is referenced to NAD 83.
 GD1125
 GD1125.The geoid height was determined by GEOID03.
 GD1125
 GD1125.The dynamic height is computed by dividing the NAVD 88
 GD1125.geopotential number by the normal gravity value computed on the
 GD1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1125.degrees latitude (g = 980.6199 gals.).
 GD1125
 GD1125.The modeled gravity was interpolated from observed gravity values.
 GD1125
 GD1125;                    North         East     Units Scale Factor Converg.
 GD1125;SPC TN       -   216,671.120   287,422.293   MT  0.99997296   -2 02 10.2
 GD1125;SPC TN       -   710,861.83    942,984.64   sFT  0.99997296   -2 02 10.2
 GD1125;UTM  16      - 4,012,987.524   277,310.171   MT  1.00021106   -1 27 55.4
 GD1125
 GD1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1125!SPC TN       -   0.99999108  x   0.99997296  =   0.99996404
 GD1125!UTM  16      -   0.99999108  x   1.00021106  =   1.00020214
 GD1125
 GD1125                          SUPERSEDED SURVEY CONTROL
 GD1125
 GD1125  NAVD 88 (06/15/91)   85.154  (m)          279.38   (f) ADJUSTED    1 1
 GD1125  NGVD 29 (??/??/??)   85.077  (m)          279.12   (f) ADJUSTED    1 1
 GD1125
 GD1125.Superseded values are not recommended for survey control.
 GD1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1125.See file dsdata.txt to determine how the superseded data were derived.
 GD1125
 GD1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7731012988(NAD 83)
 GD1125_MARKER: DB = BENCH MARK DISK
 GD1125_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1125+WITH SETTING: INTO GROUND
 GD1125_STAMPING: F 265 1974
 GD1125_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1125+STABILITY: SURFACE MOTION
 GD1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1125+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1125
 GD1125  HISTORY     - Date     Condition        Report By
 GD1125  HISTORY     - 1974     MONUMENTED       NGS
 GD1125  HISTORY     - 1976     GOOD             NGS
 GD1125  HISTORY     - 20020802 GOOD             USACE
 GD1125  HISTORY     - 20030709 GOOD             EMCINC
 GD1125
 GD1125                          STATION DESCRIPTION
 GD1125
 GD1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1125'1.85 MI S FROM RIDGELY.
 GD1125'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1125'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, ABOUT 0.15 MILE NORTH
 GD1125'OF THE JUNCTION OF STATE HIGHWAY 79 WITH STATE HIGHWAY 78, 50.3 FEET
 GD1125'WEST OF THE CENTER LINE OF STATE HIGHWAY 78, 13.2 FEET WEST OF A POWER
 GD1125'POLE WITH ONE GUY WIRE AND WITNESS SIGN, 2.3 FEET SOUTHEAST OF THE GUY
 GD1125'WIRE, 1 FOOT BELOW LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT
 GD1125'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 GD1125'DISK IS 0.2 INCHES BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 GD1125'THAT IS FLUSH WITH THE GROUND.
 GD1125
 GD1125                          STATION RECOVERY (1976)
 GD1125
 GD1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1125'RECOVERED IN GOOD CONDITION.
 GD1125
 GD1125                          STATION RECOVERY (2002)
 GD1125
 GD1125'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1125'RECOVERED IN GOOD CONDITION.
 GD1125
 GD1125                          STATION RECOVERY (2003)
 GD1125
 GD1125'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1125'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1092 ***********************************************************************
 FD1092  DESIGNATION -  F 27
 FD1092  PID         -  FD1092
 FD1092  STATE/COUNTY-  TN/HUMPHREYS
 FD1092  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1092
 FD1092                         *CURRENT SURVEY CONTROL
 FD1092  ___________________________________________________________________
 FD1092* NAD 83(1986)-  35 56 45.     (N)    087 48 44.     (W)     SCALED    
 FD1092* NAVD 88     -       132.878  (meters)     435.95   (feet)  ADJUSTED  
 FD1092  ___________________________________________________________________
 FD1092  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1092  DYNAMIC HT  -         132.764 (meters)     435.58  (feet)  COMP
 FD1092  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 FD1092
 FD1092  VERT ORDER  -  SECOND    CLASS 0
 FD1092
 FD1092.The horizontal coordinates were scaled from a topographic map and have
 FD1092.an estimated accuracy of +/- 6 seconds.
 FD1092
 FD1092.The orthometric height was determined by differential leveling
 FD1092.and adjusted by the National Geodetic Survey in June 1991..
 FD1092
 FD1092.The geoid height was determined by GEOID03.
 FD1092
 FD1092.The dynamic height is computed by dividing the NAVD 88
 FD1092.geopotential number by the normal gravity value computed on the
 FD1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1092.degrees latitude (g = 980.6199 gals.).
 FD1092
 FD1092.The modeled gravity was interpolated from observed gravity values.
 FD1092
 FD1092;                    North         East    Units  Estimated Accuracy
 FD1092;SPC TN       -   180,420.      436,510.      MT  (+/- 180 meters Scaled)
 FD1092
 FD1092                          SUPERSEDED SURVEY CONTROL
 FD1092
 FD1092  NGVD 29 (??/??/92)  132.912  (m)          436.06   (f) ADJ UNCH    2 0
 FD1092
 FD1092.Superseded values are not recommended for survey control.
 FD1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1092.See file dsdata.txt to determine how the superseded data were derived.
 FD1092
 FD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE267782(NAD 83)
 FD1092_MARKER: DB = BENCH MARK DISK
 FD1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1092_STAMPING: F 27 1934
 FD1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1092+STABILITY: SURFACE MOTION
 FD1092
 FD1092  HISTORY     - Date     Condition        Report By
 FD1092  HISTORY     - 1934     MONUMENTED       CGS
 FD1092  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1092
 FD1092                          STATION DESCRIPTION
 FD1092
 FD1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1092'11.7 MI S FROM WAVERLY.
 FD1092'11.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 FD1092'COUNTY, ABOUT 1/2 MILE EAST OF THE BRIDGE OVER DUCK RIVER, 300
 FD1092'FEET WEST OF THE HOUSE OWNED IN 1934 BY W.H. MAY, 20 FEET WEST
 FD1092'OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A FENCE CORNER,
 FD1092'AND 2 FEET SOUTH OF THE FENCE.  SET IN THE TOP OF A CONCRETE
 FD1092'POST.  NOTE-- THE HIGHWAY AT THIS POINT HAS BEEN WIDENED AND IT
 FD1092'IS ASSUMED THAT THE MARK WAS DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1340 ***********************************************************************
 GC1340  DESIGNATION -  F 28
 GC1340  PID         -  GC1340
 GC1340  STATE/COUNTY-  TN/DICKSON
 GC1340  USGS QUAD   -  WHITE BLUFF (1983)
 GC1340
 GC1340                         *CURRENT SURVEY CONTROL
 GC1340  ___________________________________________________________________
 GC1340* NAD 83(1986)-  36 06 19.     (N)    087 13 48.     (W)     SCALED    
 GC1340* NAVD 88     -       249.182  (meters)     817.52   (feet)  ADJUSTED  
 GC1340  ___________________________________________________________________
 GC1340  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GC1340  DYNAMIC HT  -         248.965 (meters)     816.81  (feet)  COMP
 GC1340  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 GC1340
 GC1340  VERT ORDER  -  FIRST     CLASS II
 GC1340
 GC1340.The horizontal coordinates were scaled from a topographic map and have
 GC1340.an estimated accuracy of +/- 6 seconds.
 GC1340
 GC1340.The orthometric height was determined by differential leveling
 GC1340.and adjusted by the National Geodetic Survey in June 1991..
 GC1340.WARNING-Repeat measurements at this control monument indicate possible
 GC1340.vertical movement.
 GC1340
 GC1340.The geoid height was determined by GEOID03.
 GC1340
 GC1340.The dynamic height is computed by dividing the NAVD 88
 GC1340.geopotential number by the normal gravity value computed on the
 GC1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1340.degrees latitude (g = 980.6199 gals.).
 GC1340
 GC1340.The modeled gravity was interpolated from observed gravity values.
 GC1340
 GC1340;                    North         East    Units  Estimated Accuracy
 GC1340;SPC TN       -   197,290.      489,250.      MT  (+/- 180 meters Scaled)
 GC1340
 GC1340                          SUPERSEDED SURVEY CONTROL
 GC1340
 GC1340  NGVD 29 (??/??/92)  249.181  (m)          817.52   (f) ADJ UNCH    1 2
 GC1340
 GC1340.Superseded values are not recommended for survey control.
 GC1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1340.See file dsdata.txt to determine how the superseded data were derived.
 GC1340
 GC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE792956(NAD 83)
 GC1340_MARKER: DB = BENCH MARK DISK
 GC1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1340_STAMPING: F 28 1934 817.830
 GC1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1340+STABILITY: SURFACE MOTION
 GC1340
 GC1340  HISTORY     - Date     Condition        Report By
 GC1340  HISTORY     - 1934     MONUMENTED       CGS
 GC1340  HISTORY     - 1948     GOOD             NGS
 GC1340
 GC1340                          STATION DESCRIPTION
 GC1340
 GC1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1340'0.6 MI W FROM WHITE BLUFF.
 GC1340'0.65 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1340'RAILWAY FROM THE STATION AT WHITE BLUFF, IN THE SOUTHWEST ANGLE
 GC1340'OF A ROAD CROSSING, NEAR POLE 30+30, 38.5 FEET WEST OF THE
 GC1340'CENTER LINE OF THE ROAD, 71.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 GC1340'MAIN TRACK, 3 FEET SOUTHEAST OF A FENCE CORNER, 12.5 FEET
 GC1340'SOUTHWEST OF A POWER POLE, 9 FEET SOUTH OF A 15-INCH MAPLE
 GC1340'TREE, 1 FOOT EAST OF A FENCE LINE, 4 FEET BELOW THE CROSSING AND
 GC1340'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0732 ***********************************************************************
 FD0732  DESIGNATION -  F 29
 FD0732  PID         -  FD0732
 FD0732  STATE/COUNTY-  TN/HICKMAN
 FD0732  USGS QUAD   -  SUNRISE (1979)
 FD0732
 FD0732                         *CURRENT SURVEY CONTROL
 FD0732  ___________________________________________________________________
 FD0732* NAD 83(1986)-  35 42 24.     (N)    087 29 09.     (W)     SCALED    
 FD0732* NAVD 88     -       237.856  (meters)     780.37   (feet)  ADJUSTED  
 FD0732  ___________________________________________________________________
 FD0732  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD0732  DYNAMIC HT  -         237.643 (meters)     779.67  (feet)  COMP
 FD0732  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 FD0732
 FD0732  VERT ORDER  -  SECOND    CLASS 0
 FD0732
 FD0732.The horizontal coordinates were scaled from a topographic map and have
 FD0732.an estimated accuracy of +/- 6 seconds.
 FD0732
 FD0732.The orthometric height was determined by differential leveling
 FD0732.and adjusted by the National Geodetic Survey in June 1991..
 FD0732
 FD0732.The geoid height was determined by GEOID03.
 FD0732
 FD0732.The dynamic height is computed by dividing the NAVD 88
 FD0732.geopotential number by the normal gravity value computed on the
 FD0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0732.degrees latitude (g = 980.6199 gals.).
 FD0732
 FD0732.The modeled gravity was interpolated from observed gravity values.
 FD0732
 FD0732;                    North         East    Units  Estimated Accuracy
 FD0732;SPC TN       -   153,390.      465,550.      MT  (+/- 180 meters Scaled)
 FD0732
 FD0732                          SUPERSEDED SURVEY CONTROL
 FD0732
 FD0732  NGVD 29 (??/??/92)  237.839  (m)          780.31   (f) ADJ UNCH    2 0
 FD0732
 FD0732.Superseded values are not recommended for survey control.
 FD0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0732.See file dsdata.txt to determine how the superseded data were derived.
 FD0732
 FD0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE560515(NAD 83)
 FD0732_MARKER: DB = BENCH MARK DISK
 FD0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0732_STAMPING: F 29 1934
 FD0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0732+STABILITY: SURFACE MOTION
 FD0732
 FD0732  HISTORY     - Date     Condition        Report By
 FD0732  HISTORY     - 1934     MONUMENTED       CGS
 FD0732
 FD0732                          STATION DESCRIPTION
 FD0732
 FD0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0732'5.5 MI S FROM CENTERVILLE.
 FD0732'5.5 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0732'RAILWAY FROM CENTERVILLE, HICKMAN COUNTY, 1.0 MILE SOUTH OF
 FD0732'BRIDGE NO. 36.5 OVER STATE HIGHWAYS 48 AND 100, 13 FEET SOUTHEAST
 FD0732'OF POLE 37/19, ON THE SIDE OF A HILL, AND 20 FEET EAST OF THE
 FD0732'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 29 1934
 FD0732'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2405 ***********************************************************************
 FB2405  DESIGNATION -  F 292
 FB2405  PID         -  FB2405
 FB2405  STATE/COUNTY-  TN/KNOX
 FB2405  USGS QUAD   -  KNOXVILLE (1978)
 FB2405
 FB2405                         *CURRENT SURVEY CONTROL
 FB2405  ___________________________________________________________________
 FB2405* NAD 83(1986)-  35 54 56.     (N)    083 56 15.     (W)     SCALED    
 FB2405* NAVD 88     -       264.627  (meters)     868.20   (feet)  ADJUSTED  
 FB2405  ___________________________________________________________________
 FB2405  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FB2405  DYNAMIC HT  -         264.382 (meters)     867.39  (feet)  COMP
 FB2405  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FB2405
 FB2405  VERT ORDER  -  FIRST     CLASS II
 FB2405
 FB2405.The horizontal coordinates were scaled from a topographic map and have
 FB2405.an estimated accuracy of +/- 6 seconds.
 FB2405
 FB2405.The orthometric height was determined by differential leveling
 FB2405.and adjusted by the National Geodetic Survey in June 1991..
 FB2405
 FB2405.The geoid height was determined by GEOID03.
 FB2405
 FB2405.The dynamic height is computed by dividing the NAVD 88
 FB2405.geopotential number by the normal gravity value computed on the
 FB2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2405.degrees latitude (g = 980.6199 gals.).
 FB2405
 FB2405.The modeled gravity was interpolated from observed gravity values.
 FB2405
 FB2405;                    North         East    Units  Estimated Accuracy
 FB2405;SPC TN       -   177,510.      786,140.      MT  (+/- 180 meters Scaled)
 FB2405
 FB2405                          SUPERSEDED SURVEY CONTROL
 FB2405
 FB2405  NGVD 29 (12/12/91)  264.760  (m)          868.63   (f) ADJUSTED    1 2
 FB2405
 FB2405.Superseded values are not recommended for survey control.
 FB2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2405.See file dsdata.txt to determine how the superseded data were derived.
 FB2405
 FB2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV349785(NAD 83)
 FB2405_MARKER: I = METAL ROD
 FB2405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2405_SP_SET: STAINLESS STEEL ROD
 FB2405_STAMPING: F 292 1983
 FB2405_MARK LOGO: NGS   
 FB2405_PROJECTION: FLUSH
 FB2405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2405_ROD/PIPE-DEPTH: 3.7  meters
 FB2405
 FB2405  HISTORY     - Date     Condition        Report By
 FB2405  HISTORY     - 1983     MONUMENTED       NGS
 FB2405
 FB2405                          STATION DESCRIPTION
 FB2405
 FB2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2405'5.9 KM (3.65 MI) SW FROM SOUTH KNOXVILLE.
 FB2405'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2405'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2405'KNOXVILLE, THENCE 4.3 KM (2.65 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2405'(MARYVILLE PIKE) TO THE JUNCTION OF ALBERTA DRIVE AND THE MARK ON THE
 FB2405'RIGHT, 0.08 KM (0.05 MI) NORTH OF THE LOUISVILLE AND NASHVILLE
 FB2405'RAILROAD BRIDGE OVER HIGHWAY 33, 12.64 METERS (41.5 FT) WEST OF THE
 FB2405'CENTERLINE OF THE HIGHWAY, 8.83 METERS (29.0 FT) SOUTH OF THE CENTER
 FB2405'OF ALBERTA DRIVE, 1.82 METERS (6.0 FT) NORTHEAST OF A TELEPHONE POLE
 FB2405'WITH LINES CROSSING THE HIGHWAY, 0.24 METER (0.8 FT) NORTHWEST OF THE
 FB2405'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE CABLE JUNCTION BOX.
 FB2405'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 FB2405'THE MARK IS 1.21 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1622 ***********************************************************************
 FC1622  DESIGNATION -  F 293
 FC1622  PID         -  FC1622
 FC1622  STATE/COUNTY-  TN/MARION
 FC1622  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1622
 FC1622                         *CURRENT SURVEY CONTROL
 FC1622  ___________________________________________________________________
 FC1622* NAD 83(1986)-  35 00 06.     (N)    085 39 08.     (W)     SCALED    
 FC1622* NAVD 88     -       200.914  (meters)     659.17   (feet)  ADJUSTED  
 FC1622  ___________________________________________________________________
 FC1622  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC1622  DYNAMIC HT  -         200.718 (meters)     658.52  (feet)  COMP
 FC1622  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 FC1622
 FC1622  VERT ORDER  -  FIRST     CLASS II
 FC1622
 FC1622.The horizontal coordinates were scaled from a topographic map and have
 FC1622.an estimated accuracy of +/- 6 seconds.
 FC1622
 FC1622.The orthometric height was determined by differential leveling
 FC1622.and adjusted by the National Geodetic Survey in June 1991..
 FC1622
 FC1622.The geoid height was determined by GEOID03.
 FC1622
 FC1622.The dynamic height is computed by dividing the NAVD 88
 FC1622.geopotential number by the normal gravity value computed on the
 FC1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1622.degrees latitude (g = 980.6199 gals.).
 FC1622
 FC1622.The modeled gravity was interpolated from observed gravity values.
 FC1622
 FC1622;                    North         East    Units  Estimated Accuracy
 FC1622;SPC TN       -    74,210.      631,750.      MT  (+/- 180 meters Scaled)
 FC1622
 FC1622                          SUPERSEDED SURVEY CONTROL
 FC1622
 FC1622.No superseded survey control is available for this station.
 FC1622
 FC1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD229740(NAD 83)
 FC1622_MARKER: I = METAL ROD
 FC1622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1622_SP_SET: STAINLESS STEEL ROD
 FC1622_STAMPING: F 293 1983
 FC1622_MARK LOGO: NGS   
 FC1622_PROJECTION: FLUSH
 FC1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1622_ROD/PIPE-DEPTH: 7.3  meters
 FC1622
 FC1622  HISTORY     - Date     Condition        Report By
 FC1622  HISTORY     - 1983     MONUMENTED       NGS
 FC1622
 FC1622                          STATION DESCRIPTION
 FC1622
 FC1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1622'5.9 KM (3.65 MI) EAST FROM SOUTH PITTSBURG.
 FC1622'0.1 KM (0.05 MI) NORTH ALONG ELM AVENUE FROM THE POST OFFICE IN SOUTH
 FC1622'PITTSBURG, THENCE 0.1 KM (0.05 MI) EAST ALONG 3RD STREET, THENCE
 FC1622'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 72 (CEDAR AVENUE),
 FC1622'THENCE 5.0 KM (3.1 MI) EASTERLY ALONG STATE HIGHWAY 156, AT THE SMALL
 FC1622'COMMUNITY OF NEW HOPE, 5.51 METERS (18.1 FT) NORTH-NORTHEAST OF THE
 FC1622'CENTERLINE OF THE HIGHWAY, 17.37 METERS (57.0 FT) EAST-SOUTHEAST OF
 FC1622'THE CENTER OF A PAVED ROAD LEADING NORTHEAST, AND 1.52 METERS (5.0 FT)
 FC1622'EAST OF POWERLINE POLE NUMBER 46 WITH ONE GUY WIRE.  NOTE, THE ROD WAS
 FC1622'DRIVEN TO REFUSAL.
 FC1622'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 FC1622'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1644 ***********************************************************************
 FC1644  DESIGNATION -  F 294
 FC1644  PID         -  FC1644
 FC1644  STATE/COUNTY-  TN/HAMILTON
 FC1644  USGS QUAD   -  OOLTEWAH (1976)
 FC1644
 FC1644                         *CURRENT SURVEY CONTROL
 FC1644  ___________________________________________________________________
 FC1644* NAD 83(1986)-  35 05 03.     (N)    085 03 48.     (W)     SCALED    
 FC1644* NAVD 88     -       239.094  (meters)     784.43   (feet)  ADJUSTED  
 FC1644  ___________________________________________________________________
 FC1644  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1644  DYNAMIC HT  -         238.855 (meters)     783.64  (feet)  COMP
 FC1644  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 FC1644
 FC1644  VERT ORDER  -  FIRST     CLASS II
 FC1644
 FC1644.The horizontal coordinates were scaled from a topographic map and have
 FC1644.an estimated accuracy of +/- 6 seconds.
 FC1644
 FC1644.The orthometric height was determined by differential leveling
 FC1644.and adjusted by the National Geodetic Survey in June 1991..
 FC1644
 FC1644.The geoid height was determined by GEOID03.
 FC1644
 FC1644.The dynamic height is computed by dividing the NAVD 88
 FC1644.geopotential number by the normal gravity value computed on the
 FC1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1644.degrees latitude (g = 980.6199 gals.).
 FC1644
 FC1644.The modeled gravity was interpolated from observed gravity values.
 FC1644
 FC1644;                    North         East    Units  Estimated Accuracy
 FC1644;SPC TN       -    83,720.      685,420.      MT  (+/- 180 meters Scaled)
 FC1644
 FC1644                          SUPERSEDED SURVEY CONTROL
 FC1644
 FC1644.No superseded survey control is available for this station.
 FC1644
 FC1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD765840(NAD 83)
 FC1644_MARKER: DB = BENCH MARK DISK
 FC1644_SETTING: 66 = SET IN ROCK OUTCROP
 FC1644_SP_SET: ROCK OUTCROP
 FC1644_STAMPING: F 294 1983
 FC1644_MARK LOGO: NGS   
 FC1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1644+STABILITY: POSITION/ELEVATION WELL
 FC1644
 FC1644  HISTORY     - Date     Condition        Report By
 FC1644  HISTORY     - 1983     MONUMENTED       NGS
 FC1644
 FC1644                          STATION DESCRIPTION
 FC1644
 FC1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1644'0.7 KM (0.45 MI) WEST FROM OOLTEWAH.
 FC1644'0.7 KM (0.45 MI) WESTERLY ALONG U.S. HIGHWAY 11 AND 64 (LEE HIGHWAY)
 FC1644'FROM THE CHURCH OF GOD CHURCH IN OOLTEWAH, SET IN THE SOUTHEAST ANGLE
 FC1644'OF THE JUNCTION OF U.S. HIGHWAY 11 AND 64 (LEE HIGHWAY 9200) AND OLD
 FC1644'LEE HIGHWAY 9000, 17.86 METERS (58.6 FT) SOUTH OF THE CENTERLINE OF
 FC1644'OLD LEE HIGHWAY, 40.36 METERS (132.4 FT) NORTH-NORTHWEST OF THE
 FC1644'NORTHWEST CORNER OF GARAGE BUILDING IN GAS STATION, 9.0 METERS
 FC1644'(29.5 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING SOUTH, AND
 FC1644'5.0 METERS (16.4 FT) SOUTH OF POWERLINE POLE NUMBER OW2504.
 FC1644'THE MARK IS 5.6 METERS  S FROM A WITNESS POST.
 FC1644'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1604 ***********************************************************************
 FC1604  DESIGNATION -  F 295
 FC1604  PID         -  FC1604
 FC1604  STATE/COUNTY-  TN/BLOUNT
 FC1604  USGS QUAD   -  TALLASSEE (1985)
 FC1604
 FC1604                         *CURRENT SURVEY CONTROL
 FC1604  ___________________________________________________________________
 FC1604* NAD 83(1986)-  35 35 10.     (N)    084 05 38.     (W)     SCALED    
 FC1604* NAVD 88     -       259.921  (meters)     852.76   (feet)  ADJUSTED  
 FC1604  ___________________________________________________________________
 FC1604  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC1604  DYNAMIC HT  -         259.673 (meters)     851.94  (feet)  COMP
 FC1604  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 FC1604
 FC1604  VERT ORDER  -  FIRST     CLASS II
 FC1604
 FC1604.The horizontal coordinates were scaled from a topographic map and have
 FC1604.an estimated accuracy of +/- 6 seconds.
 FC1604
 FC1604.The orthometric height was determined by differential leveling
 FC1604.and adjusted by the National Geodetic Survey in June 1991..
 FC1604
 FC1604.The geoid height was determined by GEOID03.
 FC1604
 FC1604.The dynamic height is computed by dividing the NAVD 88
 FC1604.geopotential number by the normal gravity value computed on the
 FC1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1604.degrees latitude (g = 980.6199 gals.).
 FC1604
 FC1604.The modeled gravity was interpolated from observed gravity values.
 FC1604
 FC1604;                    North         East    Units  Estimated Accuracy
 FC1604;SPC TN       -   140,680.      772,740.      MT  (+/- 180 meters Scaled)
 FC1604
 FC1604                          SUPERSEDED SURVEY CONTROL
 FC1604
 FC1604  NGVD 29 (12/12/91)  260.037  (m)          853.14   (f) ADJUSTED    1 2
 FC1604
 FC1604.Superseded values are not recommended for survey control.
 FC1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1604.See file dsdata.txt to determine how the superseded data were derived.
 FC1604
 FC1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE633419(NAD 83)
 FC1604_MARKER: I = METAL ROD
 FC1604_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FC1604+WITH SETTING: INFORMATION.
 FC1604_SP_SET: SHALLOW SET METAL ROD
 FC1604_STAMPING: F 295 1983
 FC1604_MARK LOGO: NGS   
 FC1604_PROJECTION: FLUSH
 FC1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1604_ROD/PIPE-DEPTH: 1.7  meters
 FC1604
 FC1604  HISTORY     - Date     Condition        Report By
 FC1604  HISTORY     - 1983     MONUMENTED       NGS
 FC1604
 FC1604                          STATION DESCRIPTION
 FC1604
 FC1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1604'7.8 KM (4.85 MI) NW FROM TALLASSEE.
 FC1604'7.8 KM (4.85 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1604'IN TALLASSEE TO THE MARK ON THE RIGHT, AT THE JUNCTION OF FOUR MILE
 FC1604'ROAD, 8.08 METERS (26.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FC1604'9.45 METERS (31.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF FOUR MILE
 FC1604'ROAD, 0.85 METER (2.8 FT) SOUTH-SOUTHWEST OF TELEPHONE POLE T 36-46.
 FC1604'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 FC1604'AND ANCHORED AT 1.7 METERS.
 FC1604'THE MARK IS 0.55 METERS  NNE FROM A WITNESS POST.
 FC1604'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2117 ***********************************************************************
 FE2117  DESIGNATION -  F 297
 FE2117  PID         -  FE2117
 FE2117  STATE/COUNTY-  TN/MCNAIRY
 FE2117  USGS QUAD   -  GUYS (1983)
 FE2117
 FE2117                         *CURRENT SURVEY CONTROL
 FE2117  ___________________________________________________________________
 FE2117* NAD 83(1986)-  35 04 02.     (N)    088 32 31.     (W)     SCALED    
 FE2117* NAVD 88     -       144.088  (meters)     472.73   (feet)  ADJUSTED  
 FE2117  ___________________________________________________________________
 FE2117  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2117  DYNAMIC HT  -         143.952 (meters)     472.28  (feet)  COMP
 FE2117  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 FE2117
 FE2117  VERT ORDER  -  FIRST     CLASS II
 FE2117
 FE2117.The horizontal coordinates were scaled from a topographic map and have
 FE2117.an estimated accuracy of +/- 6 seconds.
 FE2117
 FE2117.The orthometric height was determined by differential leveling
 FE2117.and adjusted by the National Geodetic Survey in June 1991..
 FE2117
 FE2117.The geoid height was determined by GEOID03.
 FE2117
 FE2117.The dynamic height is computed by dividing the NAVD 88
 FE2117.geopotential number by the normal gravity value computed on the
 FE2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2117.degrees latitude (g = 980.6199 gals.).
 FE2117
 FE2117.The modeled gravity was interpolated from observed gravity values.
 FE2117
 FE2117;                    North         East    Units  Estimated Accuracy
 FE2117;SPC TN       -    84,440.      368,160.      MT  (+/- 180 meters Scaled)
 FE2117
 FE2117                          SUPERSEDED SURVEY CONTROL
 FE2117
 FE2117.No superseded survey control is available for this station.
 FE2117
 FE2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD594815(NAD 83)
 FE2117_MARKER: I = METAL ROD
 FE2117_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2117_SP_SET: STAINLESS STEEL ROD
 FE2117_STAMPING: F 297 1983
 FE2117_MARK LOGO: NGS   
 FE2117_PROJECTION: FLUSH
 FE2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2117_ROD/PIPE-DEPTH: 7.31 meters
 FE2117
 FE2117  HISTORY     - Date     Condition        Report By
 FE2117  HISTORY     - 1983     MONUMENTED       NGS
 FE2117  HISTORY     - 20020918 POOR             USACE
 FE2117
 FE2117                          STATION DESCRIPTION
 FE2117
 FE2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2117'15.3 KM (9.5 MI) NORTH FROM CORINTH MS.
 FE2117'15.3 KM (9.5 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2117'CORINTH, MISSISSIPPI TO THE MARK ON THE LEFT, 10.15 METERS (33.3 FT)
 FE2117'WEST OF THE CENTERLINE OF THE HIGHWAY, 43.04 METERS (141.2 FT) NORTH
 FE2117'TO THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A LARGE TWO STORY
 FE2117'BRICK HOUSE, 40.66 METERS (133.4 FT) EAST-NORTHEAST OF THE NORTHEAST
 FE2117'CORNER OF THE HOUSE, AND 0.88 METER (2.9 FT) SOUTH OF A POWERLINE
 FE2117'POLE.
 FE2117'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 FE2117'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2117
 FE2117                          STATION RECOVERY (2002)
 FE2117
 FE2117'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2117'MARK DESTROYED. NEW HWY WIDENING, MARK FALLS IN MIDDLE OF SOUTH BOUND
 FE2117'LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2143 ***********************************************************************
 FE2143  DESIGNATION -  F 298
 FE2143  PID         -  FE2143
 FE2143  STATE/COUNTY-  TN/HARDEMAN
 FE2143  USGS QUAD   -  MIDDLETON (1980)
 FE2143
 FE2143                         *CURRENT SURVEY CONTROL
 FE2143  ___________________________________________________________________
 FE2143* NAD 83(1986)-  35 02 14.     (N)    088 57 37.     (W)     SCALED    
 FE2143* NAVD 88     -       173.049  (meters)     567.74   (feet)  ADJUSTED  
 FE2143  ___________________________________________________________________
 FE2143  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2143  DYNAMIC HT  -         172.884 (meters)     567.20  (feet)  COMP
 FE2143  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FE2143
 FE2143  VERT ORDER  -  FIRST     CLASS II
 FE2143
 FE2143.The horizontal coordinates were scaled from a topographic map and have
 FE2143.an estimated accuracy of +/- 6 seconds.
 FE2143
 FE2143.The orthometric height was determined by differential leveling
 FE2143.and adjusted by the National Geodetic Survey in June 1991..
 FE2143
 FE2143.The geoid height was determined by GEOID03.
 FE2143
 FE2143.The dynamic height is computed by dividing the NAVD 88
 FE2143.geopotential number by the normal gravity value computed on the
 FE2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2143.degrees latitude (g = 980.6199 gals.).
 FE2143
 FE2143.The modeled gravity was interpolated from observed gravity values.
 FE2143
 FE2143;                    North         East    Units  Estimated Accuracy
 FE2143;SPC TN       -    82,180.      329,910.      MT  (+/- 180 meters Scaled)
 FE2143
 FE2143                          SUPERSEDED SURVEY CONTROL
 FE2143
 FE2143.No superseded survey control is available for this station.
 FE2143
 FE2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD211789(NAD 83)
 FE2143_MARKER: I = METAL ROD
 FE2143_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2143_SP_SET: STAINLESS STEEL ROD
 FE2143_STAMPING: F 298 1983
 FE2143_MARK LOGO: NGS   
 FE2143_PROJECTION: FLUSH
 FE2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2143+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE2143_ROD/PIPE-DEPTH: 9.75 meters
 FE2143
 FE2143  HISTORY     - Date     Condition        Report By
 FE2143  HISTORY     - 1983     MONUMENTED       NGS
 FE2143  HISTORY     - 20020410 GOOD             NGS
 FE2143  HISTORY     - 20020919 GOOD             USACE
 FE2143
 FE2143                          STATION DESCRIPTION
 FE2143
 FE2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2143'10.3 KM (6.4 MI) WEST FROM MIDDLETON.
 FE2143'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2143'SOUTHERN RAILROAD IN MIDDLETON, THENCE 7.9 KM (4.9 MI) WEST ALONG
 FE2143'STATE HIGHWAY 57 TO THE NEW BETHEL BAPTIST CHURCH AND THE MARK ON THE
 FE2143'RIGHT, 12.47 METERS (40.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2143'22.92 METERS (75.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE NEW
 FE2143'BETHEL BAPTIST CHURCH, 11.89 METERS (39.0 FT) EAST OF THE APPROXIMATE
 FE2143'CENTER OF THE ENTRANCE TO THE CHURCH, 1.28 METERS (4.2 FT) EAST OF THE
 FE2143'NORTH BRACE POLE FOR THE NEW BETHEL BAPTIST CHURCH SIGN, AND
 FE2143'0.88 METERS (2.9 FT) SOUTHWEST OF A POWERLINE POLE.
 FE2143'THE MARK IS 0.76 METERS  SW FROM A WITNESS POST.
 FE2143'THE MARK IS 1.22 M ABOVE HIGHWAY.
 FE2143
 FE2143                          STATION RECOVERY (2002)
 FE2143
 FE2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMH)
 FE2143'THE STATION IS LOCATED 5.4 MI (8.7 KM) WEST FROM MIDDLETON, TN.  TO
 FE2143'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 125 AND THE XING OF
 FE2143'SOUTHERN RR IN MIDDLETON, PROCEED SOUTH ALONG HIGHWAY 125 FOR 1.5 MI
 FE2143'(2.4 KM) SOUTH THENCE 4.0 MI (6.4 KM) WEST ALONG STATE HIGHWAY 57 TO
 FE2143'THE NEW BETHEL BAPTIST CHURCH AND THE MARK ON THE LEFT.  THE STATION
 FE2143'IS 50.5 FT (15.4 M) SOUTH OF THE CENTERLINE OF HIGHWAY 57, 81.8 FT NW
 FE2143'OF THE CENTER OF THE GLASS ENTRANCE OF NEW BETHEL BAPTIST CHURCH, 36.0
 FE2143'FT EAST AT THE CENTERLINE OF THE PAVED ENTRANCE TO CHURCH, 19.0 FT
 FE2143'(5.8 M) WEST OF THE NORTH BRACE POLE FOR THE NEW NEW BETHEL BAPTIST
 FE2143'CHURCH SIGN AND 9.8 FT (3.0 M) WEST OF A POWERPOLE WITH TRANSFORMER.
 FE2143'FLAP TO ACCESS COVER SHEARED OFF.  F298 RESTAMPED OPPOSITE OLD
 FE2143'STAMPING WHERE ONLY DATE REMAINS.  DESCRIBED BY JAMES M HAMNA AT 901
 FE2143'573-4181.
 FE2143
 FE2143                          STATION RECOVERY (2002)
 FE2143
 FE2143'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2143'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 57 AND HIGHWAY
 FE2143'125, 1.5 MI (2.4 KM) S OF MIDDLETON, TENNESSEE, PROCEED W ALONG
 FE2143'HIGHWAY 57 FOR 4.9 MI (7.9 KM) TO THE NEW BETHEL BAPTIST CHURCH AND
 FE2143'THE MARK ON THE LEFT.  THE STATION IS LOCATED 51.0 FT (15.5 M) S OF
 FE2143'THE CENTERLINE OF HIGHWAY 57, 82.0 FT (25.0 M) NW OF THE CENTER OF THE
 FE2143'GLASS DOOR ENTRY TO THE CHURCH, 10.1 FT (3.1 M) W OF A POWERPOLE WITH
 FE2143'TRANSFORMER, METER AND LIGHT, 39.0 FT (11.9 M) E OF THE CENTERLINE OF
 FE2143'THE PAVED ENTRANCE TO CHURCH AND 1.7 FT (0.5 M) N OF N EDGE OF ASPHALT
 FE2143'PARKING LOT.  ACCESS COVER FLAP GONE FROM MONUMENT. DESCRIBED BY MIKE
 FE2143'HAMRA, MEM COE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2170 ***********************************************************************
 FE2170  DESIGNATION -  F 299
 FE2170  PID         -  FE2170
 FE2170  STATE/COUNTY-  TN/FAYETTE
 FE2170  USGS QUAD   -  MOSCOW (1965)
 FE2170
 FE2170                         *CURRENT SURVEY CONTROL
 FE2170  ___________________________________________________________________
 FE2170* NAD 83(1986)-  35 03 08.     (N)    089 26 33.     (W)     SCALED    
 FE2170* NAVD 88     -       119.875  (meters)     393.29   (feet)  ADJUSTED  
 FE2170  ___________________________________________________________________
 FE2170  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE2170  DYNAMIC HT  -         119.762 (meters)     392.92  (feet)  COMP
 FE2170  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FE2170
 FE2170  VERT ORDER  -  FIRST     CLASS II
 FE2170
 FE2170.The horizontal coordinates were scaled from a topographic map and have
 FE2170.an estimated accuracy of +/- 6 seconds.
 FE2170
 FE2170.The orthometric height was determined by differential leveling
 FE2170.and adjusted by the National Geodetic Survey in June 1991..
 FE2170
 FE2170.The geoid height was determined by GEOID03.
 FE2170
 FE2170.The dynamic height is computed by dividing the NAVD 88
 FE2170.geopotential number by the normal gravity value computed on the
 FE2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2170.degrees latitude (g = 980.6199 gals.).
 FE2170
 FE2170.The modeled gravity was interpolated from observed gravity values.
 FE2170
 FE2170;                    North         East    Units  Estimated Accuracy
 FE2170;SPC TN       -    85,290.      285,990.      MT  (+/- 180 meters Scaled)
 FE2170
 FE2170                          SUPERSEDED SURVEY CONTROL
 FE2170
 FE2170.No superseded survey control is available for this station.
 FE2170
 FE2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD772815(NAD 83)
 FE2170_MARKER: I = METAL ROD
 FE2170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2170_SP_SET: STAINLESS STEEL ROD
 FE2170_STAMPING: F 299 1983
 FE2170_MARK LOGO: NGS   
 FE2170_PROJECTION: FLUSH
 FE2170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2170+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 FE2170_ROD/PIPE-DEPTH: 10.9 meters
 FE2170
 FE2170  HISTORY     - Date     Condition        Report By
 FE2170  HISTORY     - 1983     MONUMENTED       NGS
 FE2170  HISTORY     - 20020924 GOOD             USACE
 FE2170  HISTORY     - 20060506 POOR             GEOCAC
 FE2170
 FE2170                          STATION DESCRIPTION
 FE2170
 FE2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2170'4.6 KM (2.85 MI) WEST FROM MOSCOW.
 FE2170'4.6 KM (2.85 MI) WEST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF
 FE2170'STATE HIGHWAY 76 NORTH IN MOSCOW TO THE TROXEL MANUFACTURING COMPANY
 FE2170'ON THE RIGHT AND THE MARK ON THE LEFT, IN LINE WITH THE EAST ENTRANCE
 FE2170'TO THE PLANT, 10.82 METERS (35.5 FT) SOUTH OF THE CENTERLINE OF THE
 FE2170'HIGHWAY, 8.23 METERS (27.0 FT) NORTH OF A GUY WIRE ANCHOR FOR A
 FE2170'POWERLINE POLE, 1.58 METERS (5.2 FT) EAST-SOUTHEAST OF A TELEPHONE
 FE2170'JUNCTION BOX, AND 0.73 METER (2.4 FT) SOUTHEAST OF A POWERLINE POLE.
 FE2170'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2170'THE MARK IS 1.22 M ABOVE HIGHWAY.
 FE2170
 FE2170                          STATION RECOVERY (2002)
 FE2170
 FE2170'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2170'FLAP ON ACCESS COVER REMOVED.
 FE2170
 FE2170                          STATION RECOVERY (2006)
 FE2170
 FE2170'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2170'RECOVERED AS DESCRIBED.  THE ACCESS COVER IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0378 ***********************************************************************
 GC0378  DESIGNATION -  F 3
 GC0378  PID         -  GC0378
 GC0378  STATE/COUNTY-  TN/DAVIDSON
 GC0378  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0378
 GC0378                         *CURRENT SURVEY CONTROL
 GC0378  ___________________________________________________________________
 GC0378* NAD 83(1986)-  36 12 17.     (N)    086 52 08.     (W)     SCALED    
 GC0378* NAVD 88     -       128.729  (meters)     422.34   (feet)  ADJUSTED  
 GC0378  ___________________________________________________________________
 GC0378  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0378  DYNAMIC HT  -         128.618 (meters)     421.97  (feet)  COMP
 GC0378  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC0378
 GC0378  VERT ORDER  -  FIRST     CLASS II
 GC0378
 GC0378.The horizontal coordinates were scaled from a topographic map and have
 GC0378.an estimated accuracy of +/- 6 seconds.
 GC0378
 GC0378.The orthometric height was determined by differential leveling
 GC0378.and adjusted by the National Geodetic Survey in June 1991..
 GC0378
 GC0378.The geoid height was determined by GEOID03.
 GC0378
 GC0378.The dynamic height is computed by dividing the NAVD 88
 GC0378.geopotential number by the normal gravity value computed on the
 GC0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0378.degrees latitude (g = 980.6199 gals.).
 GC0378
 GC0378.The modeled gravity was interpolated from observed gravity values.
 GC0378
 GC0378;                    North         East    Units  Estimated Accuracy
 GC0378;SPC TN       -   207,980.      521,860.      MT  (+/- 180 meters Scaled)
 GC0378
 GC0378                          SUPERSEDED SURVEY CONTROL
 GC0378
 GC0378  NGVD 29 (??/??/92)  128.759  (m)          422.44   (f) ADJ UNCH    1 2
 GC0378
 GC0378.Superseded values are not recommended for survey control.
 GC0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0378.See file dsdata.txt to determine how the superseded data were derived.
 GC0378
 GC0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF117066(NAD 83)
 GC0378_MARKER: DB = BENCH MARK DISK
 GC0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0378_STAMPING: F 3 1921 ELEV 422.683 FT
 GC0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0378+STABILITY: SURFACE MOTION
 GC0378
 GC0378  HISTORY     - Date     Condition        Report By
 GC0378  HISTORY     - 1921     MONUMENTED       CGS
 GC0378  HISTORY     - 1949     GOOD             NGS
 GC0378  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0378
 GC0378                          STATION DESCRIPTION
 GC0378
 GC0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0378'4.7 MI NW FROM NASHVILLE.
 GC0378'4.7 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0378'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, AT JORDONIA, 725 FEET
 GC0378'WEST OF THE MAIN ROAD CROSSING, 170 FEET WEST-NORTHWEST AND ACROSS
 GC0378'A DIM ROAD FROM THE NORTHWEST CORNER OF A RAILWAY SECTION TOOL
 GC0378'HOUSE, 70 1/2 FEET NORTHWEST OF THE CENTER OF A DIM ROAD CROSSING,
 GC0378'62.8 FEET NORTH OF THE NORTH RAIL, 29 FEET NORTHWEST OF THE CENTER
 GC0378'OF THE DIM ROAD AT A TURN IN ROAD WITH TANGENTS EXTENDING SOUTH AND
 GC0378'EAST, 42 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET WEST OF A WHITE
 GC0378'WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF
 GC0378'A CONCRETE POST PROJECTING 6 IN.
 GC0378
 GC0378                          STATION RECOVERY (1984)
 GC0378
 GC0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0378'SEARCHED FOR BUT NOT RECOVERED, LAND WORK HAS BEEN DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0501 ***********************************************************************
 FD0501  DESIGNATION -  F 30
 FD0501  PID         -  FD0501
 FD0501  STATE/COUNTY-  TN/MAURY
 FD0501  USGS QUAD   -  GLENDALE (1981)
 FD0501
 FD0501                         *CURRENT SURVEY CONTROL
 FD0501  ___________________________________________________________________
 FD0501* NAD 83(1986)-  35 32 30.     (N)    086 59 25.     (W)     SCALED    
 FD0501* NAVD 88     -       194.597  (meters)     638.44   (feet)  ADJUSTED  
 FD0501  ___________________________________________________________________
 FD0501  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0501  DYNAMIC HT  -         194.424 (meters)     637.87  (feet)  COMP
 FD0501  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FD0501
 FD0501  VERT ORDER  -  SECOND    CLASS 0
 FD0501
 FD0501.The horizontal coordinates were scaled from a topographic map and have
 FD0501.an estimated accuracy of +/- 6 seconds.
 FD0501
 FD0501.The orthometric height was determined by differential leveling
 FD0501.and adjusted by the National Geodetic Survey in June 1991..
 FD0501
 FD0501.The geoid height was determined by GEOID03.
 FD0501
 FD0501.The dynamic height is computed by dividing the NAVD 88
 FD0501.geopotential number by the normal gravity value computed on the
 FD0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0501.degrees latitude (g = 980.6199 gals.).
 FD0501
 FD0501.The modeled gravity was interpolated from observed gravity values.
 FD0501
 FD0501;                    North         East    Units  Estimated Accuracy
 FD0501;SPC TN       -   134,520.      510,200.      MT  (+/- 180 meters Scaled)
 FD0501
 FD0501                          SUPERSEDED SURVEY CONTROL
 FD0501
 FD0501  NGVD 29 (??/??/92)  194.576  (m)          638.37   (f) ADJ UNCH    2 0
 FD0501
 FD0501.Superseded values are not recommended for survey control.
 FD0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0501.See file dsdata.txt to determine how the superseded data were derived.
 FD0501
 FD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE008331(NAD 83)
 FD0501_MARKER: DB = BENCH MARK DISK
 FD0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0501_STAMPING: F 30 1934
 FD0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0501+STABILITY: SURFACE MOTION
 FD0501
 FD0501  HISTORY     - Date     Condition        Report By
 FD0501  HISTORY     - 1934     MONUMENTED       CGS
 FD0501  HISTORY     - 1935     GOOD             NGS
 FD0501
 FD0501                          STATION DESCRIPTION
 FD0501
 FD0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0501'5.2 MI SE FROM COLUMBIA.
 FD0501'5.2 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0501'FROM THE STATION AT COLUMBIA, MAURY COUNTY, AT GLENDALE, 400
 FD0501'FEET SOUTHEAST OF MILEPOST L 238, 18 RAILS NORTHWEST OF A ROAD
 FD0501'CROSSING, 60 FEET SOUTHEAST OF THE SECTION HOUSE, IN THE
 FD0501'SOUTHEAST CORNER OF THE YARD, 40 FEET WEST OF THE CENTERLINE
 FD0501'OF THE TRACK, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 FD0501'STAMPED F 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2176 ***********************************************************************
 FE2176  DESIGNATION -  F 300
 FE2176  PID         -  FE2176
 FE2176  STATE/COUNTY-  TN/FAYETTE
 FE2176  USGS QUAD   -  ROSSVILLE (1981)
 FE2176
 FE2176                         *CURRENT SURVEY CONTROL
 FE2176  ___________________________________________________________________
 FE2176* NAD 83(1986)-  35 02 31.     (N)    089 33 26.     (W)     SCALED    
 FE2176* NAVD 88     -        97.552  (meters)     320.05   (feet)  ADJUSTED  
 FE2176  ___________________________________________________________________
 FE2176  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE2176  DYNAMIC HT  -          97.461 (meters)     319.75  (feet)  COMP
 FE2176  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 FE2176
 FE2176  VERT ORDER  -  FIRST     CLASS II
 FE2176
 FE2176.The horizontal coordinates were scaled from a topographic map and have
 FE2176.an estimated accuracy of +/- 6 seconds.
 FE2176
 FE2176.The orthometric height was determined by differential leveling
 FE2176.and adjusted by the National Geodetic Survey in June 1991..
 FE2176
 FE2176.The geoid height was determined by GEOID03.
 FE2176
 FE2176.The dynamic height is computed by dividing the NAVD 88
 FE2176.geopotential number by the normal gravity value computed on the
 FE2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2176.degrees latitude (g = 980.6199 gals.).
 FE2176
 FE2176.The modeled gravity was interpolated from observed gravity values.
 FE2176
 FE2176;                    North         East    Units  Estimated Accuracy
 FE2176;SPC TN       -    84,520.      275,490.      MT  (+/- 180 meters Scaled)
 FE2176
 FE2176                          SUPERSEDED SURVEY CONTROL
 FE2176
 FE2176.No superseded survey control is available for this station.
 FE2176
 FE2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD667806(NAD 83)
 FE2176_MARKER: I = METAL ROD
 FE2176_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2176_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2176_STAMPING: F 300 1983
 FE2176_MARK LOGO: NGS   
 FE2176_PROJECTION: FLUSH
 FE2176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2176+STABILITY: POSITION/ELEVATION WELL
 FE2176_ROD/PIPE-DEPTH: 30.5 meters
 FE2176_SLEEVE-DEPTH  : 6.09 meters
 FE2176
 FE2176  HISTORY     - Date     Condition        Report By
 FE2176  HISTORY     - 1983     MONUMENTED       NGS
 FE2176  HISTORY     - 20020410 MARK NOT FOUND   USACE
 FE2176
 FE2176                          STATION DESCRIPTION
 FE2176
 FE2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2176'1.8 KM (1.1 MI) WEST FROM ROSSVILLE.
 FE2176'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2176'ROSSVILLE, THENCE 1.2 KM (0.75 MI) WEST ALONG STATE HIGHWAY 57, SET IN
 FE2176'THE LAWN AT THE ROSSVILLE HEALTH CENTER, BY THE SOUTHEAST CORNER OF
 FE2176'THE LARGE BRICK HEALTH CENTER SIGN, 25.75 METERS (84.5 FT) SOUTH OF
 FE2176'THE CENTERLINE OF THE HIGHWAY, 14.32 METERS (47.0 FT) EAST OF THE
 FE2176'CENTER OF AN ASPHALT ROAD LEADING SOUTH, 54.71 METERS (179.5 FT)
 FE2176'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HEALTH CENTER BUILDING,
 FE2176'24.23 METERS (79.5 FT) EAST-NORTHEAST AND ACROSS THE ASPHALT ROAD FROM
 FE2176'A POWERLINE POLE WITH A LARGE TRANSFORMER, 7.92 METERS (26.0 FT) NORTH
 FE2176'OF THE NORTHWEST CORNER OF THE PARKING LOT, AND 2.65 METERS (8.7 FT)
 FE2176'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HEALTH CENTER SIGN.  NOTE,
 FE2176'THE DATUM POINT IS STAMPED G 300.
 FE2176'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2176
 FE2176                          STATION RECOVERY (2002)
 FE2176
 FE2176'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1356 ***********************************************************************
 FD1356  DESIGNATION -  F 301
 FD1356  PID         -  FD1356
 FD1356  STATE/COUNTY-  TN/LAWRENCE
 FD1356  USGS QUAD   -  ST JOSEPH (1976)
 FD1356
 FD1356                         *CURRENT SURVEY CONTROL
 FD1356  ___________________________________________________________________
 FD1356* NAD 83(1986)-  35 02 13.     (N)    087 30 43.     (W)     SCALED    
 FD1356* NAVD 88     -       222.334  (meters)     729.44   (feet)  ADJUSTED  
 FD1356  ___________________________________________________________________
 FD1356  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FD1356  DYNAMIC HT  -         222.122 (meters)     728.75  (feet)  COMP
 FD1356  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 FD1356
 FD1356  VERT ORDER  -  FIRST     CLASS II
 FD1356
 FD1356.The horizontal coordinates were scaled from a topographic map and have
 FD1356.an estimated accuracy of +/- 6 seconds.
 FD1356
 FD1356.The orthometric height was determined by differential leveling
 FD1356.and adjusted by the National Geodetic Survey in June 1991..
 FD1356
 FD1356.The geoid height was determined by GEOID03.
 FD1356
 FD1356.The dynamic height is computed by dividing the NAVD 88
 FD1356.geopotential number by the normal gravity value computed on the
 FD1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1356.degrees latitude (g = 980.6199 gals.).
 FD1356
 FD1356.The modeled gravity was interpolated from observed gravity values.
 FD1356
 FD1356;                    North         East    Units  Estimated Accuracy
 FD1356;SPC TN       -    79,130.      462,040.      MT  (+/- 180 meters Scaled)
 FD1356
 FD1356                          SUPERSEDED SURVEY CONTROL
 FD1356
 FD1356.No superseded survey control is available for this station.
 FD1356
 FD1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD533772(NAD 83)
 FD1356_MARKER: I = METAL ROD
 FD1356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1356_SP_SET: STAINLESS STEEL ROD
 FD1356_STAMPING: F 301 1983
 FD1356_MARK LOGO: NGS   
 FD1356_PROJECTION: FLUSH
 FD1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1356_ROD/PIPE-DEPTH: 4.57 meters
 FD1356
 FD1356  HISTORY     - Date     Condition        Report By
 FD1356  HISTORY     - 1983     MONUMENTED       NGS
 FD1356
 FD1356                          STATION DESCRIPTION
 FD1356
 FD1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1356'0.7 KM (0.45 MI) WEST FROM ST JOSEPH.
 FD1356'0.1 KM (0.05 MI) WEST ALONG WALNUT STREET FROM THE POST OFFICE IN ST.
 FD1356'JOSEPH TO THE JUNCTION OF MAIN STREET, THENCE 0.2 KM (0.1 MI) NORTH
 FD1356'ALONG MAIN STREET TO THE JUNCTION OF IRON CITY ROAD, THENCE 0.5 KM
 FD1356'(0.3 MI) WEST ALONG IRON CITY ROAD TO THE MARK ON THE RIGHT,
 FD1356'8.23 METERS (27.0 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 FD1356'15.58 METERS (51.1 FT) WEST OF CORNER FENCE POST, 3.51 METERS
 FD1356'(11.5 FT) EAST OF THE APPROXIMATE CENTER OF A FIELD ACCESS ROAD,
 FD1356'3.14 METERS (10.3 FT) NORTH OF A 2 FOOT DIAMETER CONCRETE CULVERT
 FD1356'UNDER THE ACCESS ROAD, AND 0.91 METERS (3.0 FT) EAST OF THE EAST GATE
 FD1356'POST OF A FENCE.
 FD1356'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FD1356'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1389 ***********************************************************************
 FD1389  DESIGNATION -  F 302
 FD1389  PID         -  FD1389
 FD1389  STATE/COUNTY-  TN/WILLIAMSON
 FD1389  USGS QUAD   -  SPRING HILL (1979)
 FD1389
 FD1389                         *CURRENT SURVEY CONTROL
 FD1389  ___________________________________________________________________
 FD1389* NAD 83(1986)-  35 46 38.     (N)    086 54 54.     (W)     SCALED    
 FD1389* NAVD 88     -       245.049  (meters)     803.96   (feet)  ADJUSTED  
 FD1389  ___________________________________________________________________
 FD1389  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FD1389  DYNAMIC HT  -         244.833 (meters)     803.26  (feet)  COMP
 FD1389  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD1389
 FD1389  VERT ORDER  -  FIRST     CLASS II
 FD1389
 FD1389.The horizontal coordinates were scaled from a topographic map and have
 FD1389.an estimated accuracy of +/- 6 seconds.
 FD1389
 FD1389.The orthometric height was determined by differential leveling
 FD1389.and adjusted by the National Geodetic Survey in June 1991..
 FD1389
 FD1389.The geoid height was determined by GEOID03.
 FD1389
 FD1389.The dynamic height is computed by dividing the NAVD 88
 FD1389.geopotential number by the normal gravity value computed on the
 FD1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1389.degrees latitude (g = 980.6199 gals.).
 FD1389
 FD1389.The modeled gravity was interpolated from observed gravity values.
 FD1389
 FD1389;                    North         East    Units  Estimated Accuracy
 FD1389;SPC TN       -   160,590.      517,270.      MT  (+/- 180 meters Scaled)
 FD1389
 FD1389                          SUPERSEDED SURVEY CONTROL
 FD1389
 FD1389.No superseded survey control is available for this station.
 FD1389
 FD1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE076592(NAD 83)
 FD1389_MARKER: I = METAL ROD
 FD1389_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1389+WITH SETTING: INFORMATION.
 FD1389_SP_SET: SHALLOW SET METAL ROD
 FD1389_STAMPING: F 302 1984
 FD1389_MARK LOGO: NGS   
 FD1389_PROJECTION: FLUSH
 FD1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1389_ROD/PIPE-DEPTH: 2.74 meters
 FD1389
 FD1389  HISTORY     - Date     Condition        Report By
 FD1389  HISTORY     - 1984     MONUMENTED       NGS
 FD1389
 FD1389                          STATION DESCRIPTION
 FD1389
 FD1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1389'3.1 KM (1.9 MI) NORTH FROM SPRING HILL.
 FD1389'3.1 KM (1.9 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1389'SPRING HILL TO THE JUNCTION OF WILKES LANE AND THE MARK ON THE RIGHT,
 FD1389'9.78 METERS (32.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FD1389'5.27 METERS (17.3 FT) NORTH OF THE GUY WIRE ANCHOR FOR POWERLINE POLE
 FD1389'NUMBER MTEMC, 2.23 METERS (7.3 FT) SOUTH OF THE CORNER POST OF A
 FD1389'WOODEN AND WIRE FENCE, 1.43 METERS (4.7 FT) EAST OF POWERLINE POLE
 FD1389'NUMBER MTEMC, AND 0.30 METERS (1.0 FT) WEST OF A WOODEN FENCE.
 FD1389'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FD1389'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1380 ***********************************************************************
 FD1380  DESIGNATION -  F 303
 FD1380  PID         -  FD1380
 FD1380  STATE/COUNTY-  TN/MAURY
 FD1380  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD1380
 FD1380                         *CURRENT SURVEY CONTROL
 FD1380  ___________________________________________________________________
 FD1380* NAD 83(1986)-  35 33 13.     (N)    087 10 49.     (W)     SCALED    
 FD1380* NAVD 88     -       201.112  (meters)     659.82   (feet)  ADJUSTED  
 FD1380  ___________________________________________________________________
 FD1380  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1380  DYNAMIC HT  -         200.930 (meters)     659.22  (feet)  COMP
 FD1380  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 FD1380
 FD1380  VERT ORDER  -  FIRST     CLASS II
 FD1380
 FD1380.This mark is at Maury County Airport (MRC)
 FD1380
 FD1380.The horizontal coordinates were scaled from a topographic map and have
 FD1380.an estimated accuracy of +/- 6 seconds.
 FD1380
 FD1380.The orthometric height was determined by differential leveling
 FD1380.and adjusted by the National Geodetic Survey in June 1991..
 FD1380
 FD1380.The geoid height was determined by GEOID03.
 FD1380
 FD1380.The dynamic height is computed by dividing the NAVD 88
 FD1380.geopotential number by the normal gravity value computed on the
 FD1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1380.degrees latitude (g = 980.6199 gals.).
 FD1380
 FD1380.The modeled gravity was interpolated from observed gravity values.
 FD1380
 FD1380;                    North         East    Units  Estimated Accuracy
 FD1380;SPC TN       -   136,030.      492,990.      MT  (+/- 180 meters Scaled)
 FD1380
 FD1380                          SUPERSEDED SURVEY CONTROL
 FD1380
 FD1380.No superseded survey control is available for this station.
 FD1380
 FD1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE836344(NAD 83)
 FD1380_MARKER: I = METAL ROD
 FD1380_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1380_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1380_STAMPING: F 303 1984
 FD1380_MARK LOGO: NGS   
 FD1380_PROJECTION: RECESSED 3 CENTIMETERS
 FD1380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1380+STABILITY: POSITION/ELEVATION WELL
 FD1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1380+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD1380_ROD/PIPE-DEPTH: 4.26 meters
 FD1380_SLEEVE-DEPTH  : 1.21 meters
 FD1380
 FD1380  HISTORY     - Date     Condition        Report By
 FD1380  HISTORY     - 1984     MONUMENTED       NGS
 FD1380  HISTORY     - 20020514 GOOD             TNDT
 FD1380
 FD1380                          STATION DESCRIPTION
 FD1380
 FD1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1380'3.2 KM (2.0 MI) NORTH FROM MOUNT PLEASANT.
 FD1380'3.2 KM (2.0 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1380'MOUNT PLEASANT, SET IN THE LAWN ON THE WEST SIDE OF THE THIRD AIRPLANE
 FD1380'HANGER SOUTH OF THE OFFICE AT THE MAURY COUNTY AIRFIELD AND BY A BROWN
 FD1380'METAL HANGER, 75.59 METERS (248.0 FT) SOUTHEAST OF THE CENTERLINE OF
 FD1380'THE HIGHWAY, 24.38 METERS (80.0 FT) NORTHEAST OF AN ASPHALT DRIVEWAY
 FD1380'LEADING TO THE HANGERS, 15.85 METERS (52.0 FT) NORTHEAST OF THE
 FD1380'SOUTHWEST CORNER OF THE HANGER, 14.94 METERS (49.0 FT) SOUTHWEST OF
 FD1380'THE NORTHEAST CORNER OF THE HANGER, AND 2.19 METERS (7.2 FT) NORTHWEST
 FD1380'OF THE WEST SIDE OF THE HANGER.
 FD1380'THE MARK IS 1.06 M ABOVE DRIVEWAY.
 FD1380
 FD1380                          STATION RECOVERY (2002)
 FD1380
 FD1380'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1977 ***********************************************************************
 GC1977  DESIGNATION -  F 304
 GC1977  PID         -  GC1977
 GC1977  STATE/COUNTY-  TN/DAVIDSON
 GC1977  USGS QUAD   -  SCOTTSBORO (1983)
 GC1977
 GC1977                         *CURRENT SURVEY CONTROL
 GC1977  ___________________________________________________________________
 GC1977* NAD 83(1986)-  36 12 40.     (N)    086 55 20.     (W)     SCALED    
 GC1977* NAVD 88     -       137.388  (meters)     450.75   (feet)  ADJUSTED  
 GC1977  ___________________________________________________________________
 GC1977  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC1977  DYNAMIC HT  -         137.270 (meters)     450.36  (feet)  COMP
 GC1977  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GC1977
 GC1977  VERT ORDER  -  FIRST     CLASS II
 GC1977
 GC1977.The horizontal coordinates were scaled from a topographic map and have
 GC1977.an estimated accuracy of +/- 6 seconds.
 GC1977
 GC1977.The orthometric height was determined by differential leveling
 GC1977.and adjusted by the National Geodetic Survey in June 1991..
 GC1977
 GC1977.The geoid height was determined by GEOID03.
 GC1977
 GC1977.The dynamic height is computed by dividing the NAVD 88
 GC1977.geopotential number by the normal gravity value computed on the
 GC1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1977.degrees latitude (g = 980.6199 gals.).
 GC1977
 GC1977.The modeled gravity was interpolated from observed gravity values.
 GC1977
 GC1977;                    North         East    Units  Estimated Accuracy
 GC1977;SPC TN       -   208,730.      517,080.      MT  (+/- 180 meters Scaled)
 GC1977
 GC1977                          SUPERSEDED SURVEY CONTROL
 GC1977
 GC1977.No superseded survey control is available for this station.
 GC1977
 GC1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF069073(NAD 83)
 GC1977_MARKER: DB = BENCH MARK DISK
 GC1977_SETTING: 66 = SET IN ROCK OUTCROP
 GC1977_SP_SET: ROCK OUTCROP
 GC1977_STAMPING: F 304 1984
 GC1977_MARK LOGO: NGS   
 GC1977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1977+STABILITY: POSITION/ELEVATION WELL
 GC1977
 GC1977  HISTORY     - Date     Condition        Report By
 GC1977  HISTORY     - 1984     MONUMENTED       NGS
 GC1977
 GC1977                          STATION DESCRIPTION
 GC1977
 GC1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1977'9.6 KM (6.0 MI) NW FROM NASHVILLE.
 GC1977'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. ALTERNATE HIGHWAY 41 FROM THE
 GC1977'NORTHWEST END OF THE CUMBERLAND RIVER BRIDGE IN NASHVILLE, THENCE
 GC1977'8.5 KM (5.3 MI) WEST ALONG STATE HIGHWAY 12 TO A DIRT ROAD AND THE
 GC1977'MARK ON THE LEFT, A DISK SET IN BEDROCK, ALSO, 16.2 KM (10.1 MI)
 GC1977'EAST-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE IN ASHLAND
 GC1977'CITY, 23.44 METERS (76.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GC1977'32.07 METERS (105.2 FT) EAST OF THE APPROXIMATE CENTER OF A DIRT ROAD
 GC1977'LEADING SOUTH, 21.58 METERS (70.8 FT) NORTH OF THE APPROXIMATE CENTER
 GC1977'OF AN EAST-WEST DIRT ROAD, 14.45 METERS (47.4 FT) SOUTH OF A FIRE
 GC1977'HYDRANT, AND 8.84 METERS (29.0 FT) NORTH OF THE NORTH RAIL OF A
 GC1977'RAILROAD TRACK.
 GC1977'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 GC1977'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2001 ***********************************************************************
 GC2001  DESIGNATION -  F 305
 GC2001  PID         -  GC2001
 GC2001  STATE/COUNTY-  TN/MONTGOMERY
 GC2001  USGS QUAD   -  HENRIETTA (1983)
 GC2001
 GC2001                         *CURRENT SURVEY CONTROL
 GC2001  ___________________________________________________________________
 GC2001* NAD 83(1986)-  36 25 15.     (N)    087 12 51.     (W)     SCALED    
 GC2001* NAVD 88     -       186.020  (meters)     610.30   (feet)  ADJUSTED  
 GC2001  ___________________________________________________________________
 GC2001  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC2001  DYNAMIC HT  -         185.865 (meters)     609.79  (feet)  COMP
 GC2001  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 GC2001
 GC2001  VERT ORDER  -  FIRST     CLASS II
 GC2001
 GC2001.The horizontal coordinates were scaled from a topographic map and have
 GC2001.an estimated accuracy of +/- 6 seconds.
 GC2001
 GC2001.The orthometric height was determined by differential leveling
 GC2001.and adjusted by the National Geodetic Survey in June 1991..
 GC2001
 GC2001.The geoid height was determined by GEOID03.
 GC2001
 GC2001.The dynamic height is computed by dividing the NAVD 88
 GC2001.geopotential number by the normal gravity value computed on the
 GC2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2001.degrees latitude (g = 980.6199 gals.).
 GC2001
 GC2001.The modeled gravity was interpolated from observed gravity values.
 GC2001
 GC2001;                    North         East    Units  Estimated Accuracy
 GC2001;SPC TN       -   232,290.      491,110.      MT  (+/- 180 meters Scaled)
 GC2001
 GC2001                          SUPERSEDED SURVEY CONTROL
 GC2001
 GC2001.No superseded survey control is available for this station.
 GC2001
 GC2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF808306(NAD 83)
 GC2001_MARKER: I = METAL ROD
 GC2001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2001_SP_SET: STAINLESS STEEL ROD
 GC2001_STAMPING: F 305 1984
 GC2001_MARK LOGO: NGS   
 GC2001_PROJECTION: FLUSH
 GC2001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2001_ROD/PIPE-DEPTH: 4.88 meters
 GC2001
 GC2001  HISTORY     - Date     Condition        Report By
 GC2001  HISTORY     - 1984     MONUMENTED       NGS
 GC2001
 GC2001                          STATION DESCRIPTION
 GC2001
 GC2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2001'12.0 KM (7.45 MI) NW FROM CHEAP HILL.
 GC2001'12.0 KM (7.45 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2001'OFFICE IN CHEAP HILL TO A DRIVEWAY LEADING TO A TWO STORY BRICK HOUSE
 GC2001'ON THE LEFT AND THE MARK ON THE LEFT, 0.6 KM (0.4 MI) SOUTHEAST ALONG
 GC2001'STATE HIGHWAY 12 FROM A DIRT ROAD LEADING WEST, 15.79 METERS (51.8 FT)
 GC2001'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.22 METERS (20.4 FT)
 GC2001'NORTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO THE HOUSE,
 GC2001'2.59 METERS (8.5 FT) NORTHWEST OF THE CORNER FENCE POST OF A BOARD
 GC2001'FENCE, AND 0.30 METERS (1.0 FT) NORTHEAST OF THE FENCE.
 GC2001'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC2001'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2923 ***********************************************************************
 AJ2923  DESIGNATION -  F 307
 AJ2923  PID         -  AJ2923
 AJ2923  STATE/COUNTY-  TN/TROUSDALE
 AJ2923  USGS QUAD   -  HILLSDALE (1994)
 AJ2923
 AJ2923                         *CURRENT SURVEY CONTROL
 AJ2923  ___________________________________________________________________
 AJ2923* NAD 83(1986)-  36 22 31.     (N)    086 06 39.     (W)     SCALED    
 AJ2923* NAVD 88     -       197.800  (meters)     648.95   (feet)  ADJUSTED  
 AJ2923  ___________________________________________________________________
 AJ2923  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AJ2923  DYNAMIC HT  -         197.638 (meters)     648.42  (feet)  COMP
 AJ2923  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 AJ2923
 AJ2923  VERT ORDER  -  SECOND    CLASS I
 AJ2923
 AJ2923.The horizontal coordinates were scaled from a topographic map and have
 AJ2923.an estimated accuracy of +/- 6 seconds.
 AJ2923
 AJ2923.The orthometric height was determined by differential leveling
 AJ2923.and adjusted by the National Geodetic Survey in July 2002..
 AJ2923.No vertical observational check was made to the station.
 AJ2923
 AJ2923.The geoid height was determined by GEOID03.
 AJ2923
 AJ2923.The dynamic height is computed by dividing the NAVD 88
 AJ2923.geopotential number by the normal gravity value computed on the
 AJ2923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2923.degrees latitude (g = 980.6199 gals.).
 AJ2923
 AJ2923.The modeled gravity was interpolated from observed gravity values.
 AJ2923
 AJ2923;                    North         East    Units  Estimated Accuracy
 AJ2923;SPC TN       -   226,560.      590,050.      MT  (+/- 180 meters Scaled)
 AJ2923
 AJ2923                          SUPERSEDED SURVEY CONTROL
 AJ2923
 AJ2923.No superseded survey control is available for this station.
 AJ2923
 AJ2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF797259(NAD 83)
 AJ2923_MARKER: DV = VERTICAL CONTROL DISK
 AJ2923_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2923_STAMPING: F 307 2001
 AJ2923_MARK LOGO: NGS   
 AJ2923_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2923+STABILITY: POSITION/ELEVATION WELL
 AJ2923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2923+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AJ2923
 AJ2923  HISTORY     - Date     Condition        Report By
 AJ2923  HISTORY     - 20010202 MONUMENTED       NGS
 AJ2923
 AJ2923                          STATION DESCRIPTION
 AJ2923
 AJ2923'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2923'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2923'HARTSVILLE, THENCE 3.6 KM EASTERLY ALONG STATE HIGHWAY 25, NEAR
 AJ2923'THE CENTER OF A 5 BY 7-FOOT EXPOSED ROCK OUTCROP NEAR THE
 AJ2923'SOUTHEAST END OF A HIGHWAY CUT, 9.2 M SOUTHWEST OF THE HIGHWAY
 AJ2923'CENTERLINE, 5.4 M NORTHEAST OF A WITNESS POST AND FENCE, AND 0.7 M
 AJ2923'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY
 AJ2923'RIGHT-OF-WAY.
 AJ2923'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1210 ***********************************************************************
 FD1210  DESIGNATION -  F 31 RESET
 FD1210  PID         -  FD1210
 FD1210  STATE/COUNTY-  TN/PERRY
 FD1210  USGS QUAD   -  LINDEN (1968)
 FD1210
 FD1210                         *CURRENT SURVEY CONTROL
 FD1210  ___________________________________________________________________
 FD1210* NAD 83(1986)-  35 35 14.     (N)    087 45 03.     (W)     SCALED    
 FD1210* NAVD 88     -       266.994  (meters)     875.96   (feet)  ADJUSTED  
 FD1210  ___________________________________________________________________
 FD1210  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FD1210  DYNAMIC HT  -         266.751 (meters)     875.17  (feet)  COMP
 FD1210  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 FD1210
 FD1210  VERT ORDER  -  FIRST     CLASS II
 FD1210
 FD1210.The horizontal coordinates were scaled from a topographic map and have
 FD1210.an estimated accuracy of +/- 6 seconds.
 FD1210
 FD1210.The orthometric height was determined by differential leveling
 FD1210.and adjusted by the National Geodetic Survey in June 1991..
 FD1210
 FD1210.The geoid height was determined by GEOID03.
 FD1210
 FD1210.The dynamic height is computed by dividing the NAVD 88
 FD1210.geopotential number by the normal gravity value computed on the
 FD1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1210.degrees latitude (g = 980.6199 gals.).
 FD1210
 FD1210.The modeled gravity was interpolated from observed gravity values.
 FD1210
 FD1210;                    North         East    Units  Estimated Accuracy
 FD1210;SPC TN       -   140,540.      441,340.      MT  (+/- 180 meters Scaled)
 FD1210
 FD1210                          SUPERSEDED SURVEY CONTROL
 FD1210
 FD1210  NGVD 29 (??/??/92)  266.983  (m)          875.93   (f) ADJ UNCH    1 2
 FD1210
 FD1210.Superseded values are not recommended for survey control.
 FD1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1210.See file dsdata.txt to determine how the superseded data were derived.
 FD1210
 FD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE319384(NAD 83)
 FD1210_MARKER: DB = BENCH MARK DISK
 FD1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1210_STAMPING: F 31 1934 RESET 1949
 FD1210_MARK LOGO: CGS   
 FD1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1210+STABILITY: SURFACE MOTION
 FD1210
 FD1210  HISTORY     - Date     Condition        Report By
 FD1210  HISTORY     - 1949     MONUMENTED       CGS
 FD1210  HISTORY     - 1974     GOOD             TVA
 FD1210
 FD1210                          STATION DESCRIPTION
 FD1210
 FD1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1210'7.4 MI SE FROM LINDEN.
 FD1210'ABOUT 7.45 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COURT
 FD1210'HOUSE AT LINDEN, 52 YARDS WEST OF AN S CURVE/STANDING SIGN
 FD1210'SOUTH OF HIGHWAY AT THE WEST END OF A FILL WITH GUARD RAILS, 49
 FD1210'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET NORTH OF A
 FD1210'TRIANGULAR BLAZED 10-INCH OAK TREE, ABOUT 50 YARDS SOUTHEAST OF
 FD1210'THE TOP OF A GRADE, 21 YARDS WEST OF THE EAST END OF A CUT, 2 FEET
 FD1210'WEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY
 FD1210'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FD1210
 FD1210                          STATION RECOVERY (1974)
 FD1210
 FD1210'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FD1210'ADD TO DESCRIPTION - 26.0 FT. N. 80 E. TO 10 IN. MT. OAK. 15.55 FT.
 FD1210'S. 80 E. TO 8 IN. HICKORY 10.7 FT. SOUTH TO 10 IN. BLACKJACK OAK.
 FD1210'T.V.A. POST AND SIGN SET AT MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1488 ***********************************************************************
 FC1488  DESIGNATION -  F 32
 FC1488  PID         -  FC1488
 FC1488  STATE/COUNTY-  TN/WARREN
 FC1488  USGS QUAD   -  MC MINNVILLE (1984)
 FC1488
 FC1488                         *CURRENT SURVEY CONTROL
 FC1488  ___________________________________________________________________
 FC1488* NAD 83(1986)-  35 41 15.     (N)    085 47 35.     (W)     SCALED    
 FC1488* NAVD 88     -       300.397  (meters)     985.55   (feet)  ADJUSTED  
 FC1488  ___________________________________________________________________
 FC1488  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1488  DYNAMIC HT  -         300.120 (meters)     984.64  (feet)  COMP
 FC1488  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FC1488
 FC1488  VERT ORDER  -  SECOND    CLASS 0
 FC1488
 FC1488.The horizontal coordinates were scaled from a topographic map and have
 FC1488.an estimated accuracy of +/- 6 seconds.
 FC1488
 FC1488.The orthometric height was determined by differential leveling
 FC1488.and adjusted by the National Geodetic Survey in June 1991..
 FC1488
 FC1488.The geoid height was determined by GEOID03.
 FC1488
 FC1488.The dynamic height is computed by dividing the NAVD 88
 FC1488.geopotential number by the normal gravity value computed on the
 FC1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1488.degrees latitude (g = 980.6199 gals.).
 FC1488
 FC1488.The modeled gravity was interpolated from observed gravity values.
 FC1488
 FC1488;                    North         East    Units  Estimated Accuracy
 FC1488;SPC TN       -   150,260.      618,730.      MT  (+/- 180 meters Scaled)
 FC1488
 FC1488                          SUPERSEDED SURVEY CONTROL
 FC1488
 FC1488.No superseded survey control is available for this station.
 FC1488
 FC1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE092499(NAD 83)
 FC1488_MARKER: DB = BENCH MARK DISK
 FC1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1488_STAMPING: F 32 1934
 FC1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1488+STABILITY: SURFACE MOTION
 FC1488
 FC1488  HISTORY     - Date     Condition        Report By
 FC1488  HISTORY     - 1934     MONUMENTED       CGS
 FC1488  HISTORY     - 1935     GOOD             NGS
 FC1488  HISTORY     - 20030208 GOOD             TNDT
 FC1488
 FC1488                          STATION DESCRIPTION
 FC1488
 FC1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1488'1.3 MI W FROM MC MINNVILLE.
 FC1488'1.3 MILES WEST ALONG STATE HIGHWAY 1 FROM THE PUBLIC SQUARE AT
 FC1488'MC MINNVILLE, WARREN COUNTY, IN FRONT OF THE FOREST HOME IN 1934,
 FC1488'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF
 FC1488'A PRIVATE DRIVEWAY, AND 3.6 FEET NORTH OF THE WEST POST OF THE
 FC1488'STONE ENTRANCE WALL.  A STANDARD DISK, STAMPED F 32 1934 AND SET
 FC1488'IN TOP OF A CONCRETE POST.
 FC1488
 FC1488                          STATION RECOVERY (2003)
 FC1488
 FC1488'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1488'TREES TO SOUTH AND SOUTHWEST AT 30 DEGREES ABOVE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0829 ***********************************************************************
 FD0829  DESIGNATION -  F 33
 FD0829  PID         -  FD0829
 FD0829  STATE/COUNTY-  TN/GILES
 FD0829  USGS QUAD   -  PULASKI (1984)
 FD0829
 FD0829                         *CURRENT SURVEY CONTROL
 FD0829  ___________________________________________________________________
 FD0829* NAD 83(1986)-  35 11 58.     (N)    087 01 52.     (W)     SCALED    
 FD0829* NAVD 88     -       216.157  (meters)     709.18   (feet)  ADJUSTED  
 FD0829  ___________________________________________________________________
 FD0829  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0829  DYNAMIC HT  -         215.954 (meters)     708.51  (feet)  COMP
 FD0829  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 FD0829
 FD0829  VERT ORDER  -  SECOND    CLASS 0
 FD0829
 FD0829.The horizontal coordinates were scaled from a topographic map and have
 FD0829.an estimated accuracy of +/- 6 seconds.
 FD0829
 FD0829.The orthometric height was determined by differential leveling
 FD0829.and adjusted by the National Geodetic Survey in June 1991..
 FD0829
 FD0829.The geoid height was determined by GEOID03.
 FD0829
 FD0829.The dynamic height is computed by dividing the NAVD 88
 FD0829.geopotential number by the normal gravity value computed on the
 FD0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0829.degrees latitude (g = 980.6199 gals.).
 FD0829
 FD0829.The modeled gravity was interpolated from observed gravity values.
 FD0829
 FD0829;                    North         East    Units  Estimated Accuracy
 FD0829;SPC TN       -    96,590.      506,100.      MT  (+/- 180 meters Scaled)
 FD0829
 FD0829                          SUPERSEDED SURVEY CONTROL
 FD0829
 FD0829  NGVD 29 (??/??/92)  216.121  (m)          709.06   (f) ADJ UNCH    2 0
 FD0829
 FD0829.Superseded values are not recommended for survey control.
 FD0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0829.See file dsdata.txt to determine how the superseded data were derived.
 FD0829
 FD0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD971951(NAD 83)
 FD0829_MARKER: DB = BENCH MARK DISK
 FD0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0829_SP_SET: BUILDING
 FD0829_STAMPING: F 33 1934
 FD0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0829
 FD0829  HISTORY     - Date     Condition        Report By
 FD0829  HISTORY     - 1934     MONUMENTED       CGS
 FD0829  HISTORY     - 1954     GOOD             NGS
 FD0829
 FD0829                          STATION DESCRIPTION
 FD0829
 FD0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FD0829'AT PULASKI.
 FD0829'AT PULASKI, GILES COUNTY, ON THE SOUTH SIDE OF THE COURTHOUSE,
 FD0829'3 FEET FROM THE SOUTHEAST CORNER, AT THE STEPS LEADING TO THE
 FD0829'LIBRARY, IN THE TOP OF THE WATER TABLE, AND 6 INCHES ABOVE THE
 FD0829'GROUND.  A STANDARD DISK, STAMPED F 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0825 ***********************************************************************
 FD0825  DESIGNATION -  F 34
 FD0825  PID         -  FD0825
 FD0825  STATE/COUNTY-  TN/GILES
 FD0825  USGS QUAD   -  BODENHAM (1986)
 FD0825
 FD0825                         *CURRENT SURVEY CONTROL
 FD0825  ___________________________________________________________________
 FD0825* NAD 83(1986)-  35 13 05.     (N)    087 12 31.     (W)     SCALED    
 FD0825* NAVD 88     -       243.193  (meters)     797.88   (feet)  ADJUSTED  
 FD0825  ___________________________________________________________________
 FD0825  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0825  DYNAMIC HT  -         242.962 (meters)     797.12  (feet)  COMP
 FD0825  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FD0825
 FD0825  VERT ORDER  -  SECOND    CLASS 0
 FD0825
 FD0825.The horizontal coordinates were scaled from a topographic map and have
 FD0825.an estimated accuracy of +/- 6 seconds.
 FD0825
 FD0825.The orthometric height was determined by differential leveling
 FD0825.and adjusted by the National Geodetic Survey in June 1991..
 FD0825
 FD0825.The geoid height was determined by GEOID03.
 FD0825
 FD0825.The dynamic height is computed by dividing the NAVD 88
 FD0825.geopotential number by the normal gravity value computed on the
 FD0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0825.degrees latitude (g = 980.6199 gals.).
 FD0825
 FD0825.The modeled gravity was interpolated from observed gravity values.
 FD0825
 FD0825;                    North         East    Units  Estimated Accuracy
 FD0825;SPC TN       -    98,840.      489,960.      MT  (+/- 180 meters Scaled)
 FD0825
 FD0825                          SUPERSEDED SURVEY CONTROL
 FD0825
 FD0825  NGVD 29 (??/??/92)  243.150  (m)          797.73   (f) ADJ UNCH    2 0
 FD0825
 FD0825.Superseded values are not recommended for survey control.
 FD0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0825.See file dsdata.txt to determine how the superseded data were derived.
 FD0825
 FD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD810972(NAD 83)
 FD0825_MARKER: DB = BENCH MARK DISK
 FD0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0825_STAMPING: F 34 1934
 FD0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0825+STABILITY: SURFACE MOTION
 FD0825
 FD0825  HISTORY     - Date     Condition        Report By
 FD0825  HISTORY     - 1934     MONUMENTED       CGS
 FD0825  HISTORY     - 1953     MARK NOT FOUND   TVA
 FD0825
 FD0825                          STATION DESCRIPTION
 FD0825
 FD0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0825'7.2 MI E FROM LAWRENCEBURG.
 FD0825'IN GILES COUNTY, 7.2 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD0825'LAWRENCEBURG, LAWRENCE COUNTY, 10.6 MILES WEST OF PULASKI, GILES
 FD0825'COUNTY, 125 FEET SOUTH OF A BRIDGE, AT THE FOOT OF A STEEP GRADE,
 FD0825'AND 15 FEET SOUTH OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FD0825'F 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0825
 FD0825                          STATION RECOVERY (1953)
 FD0825
 FD0825'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0248 ***********************************************************************
 FE0248  DESIGNATION -  F 35
 FE0248  PID         -  FE0248
 FE0248  STATE/COUNTY-  TN/HARDIN
 FE0248  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0248
 FE0248                         *CURRENT SURVEY CONTROL
 FE0248  ___________________________________________________________________
 FE0248* NAD 83(1986)-  35 11 41.     (N)    088 19 49.     (W)     SCALED    
 FE0248* NAVD 88     -       148.264  (meters)     486.43   (feet)  ADJUSTED  
 FE0248  ___________________________________________________________________
 FE0248  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE0248  DYNAMIC HT  -         148.129 (meters)     485.99  (feet)  COMP
 FE0248  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 FE0248
 FE0248  VERT ORDER  -  FIRST     CLASS II
 FE0248
 FE0248.The horizontal coordinates were scaled from a topographic map and have
 FE0248.an estimated accuracy of +/- 6 seconds.
 FE0248
 FE0248.The orthometric height was determined by differential leveling
 FE0248.and adjusted by the National Geodetic Survey in June 1991..
 FE0248
 FE0248.The geoid height was determined by GEOID03.
 FE0248
 FE0248.The dynamic height is computed by dividing the NAVD 88
 FE0248.geopotential number by the normal gravity value computed on the
 FE0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0248.degrees latitude (g = 980.6199 gals.).
 FE0248
 FE0248.The modeled gravity was interpolated from observed gravity values.
 FE0248
 FE0248;                    North         East    Units  Estimated Accuracy
 FE0248;SPC TN       -    98,100.      387,800.      MT  (+/- 180 meters Scaled)
 FE0248
 FE0248                          SUPERSEDED SURVEY CONTROL
 FE0248
 FE0248  NGVD 29 (??/??/??)  148.273  (m)          486.46   (f) ADJUSTED    1 2
 FE0248
 FE0248.Superseded values are not recommended for survey control.
 FE0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0248.See file dsdata.txt to determine how the superseded data were derived.
 FE0248
 FE0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD788954(NAD 83)
 FE0248_MARKER: DB = BENCH MARK DISK
 FE0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0248_STAMPING: 486.528 F 35 1934
 FE0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0248+STABILITY: SURFACE MOTION
 FE0248
 FE0248  HISTORY     - Date     Condition        Report By
 FE0248  HISTORY     - 1934     MONUMENTED       CGS
 FE0248  HISTORY     - 1949     GOOD             CGS
 FE0248  HISTORY     - 1962     GOOD             TVA
 FE0248
 FE0248                          STATION DESCRIPTION
 FE0248
 FE0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0248'2 MI S FROM CRUMP.
 FE0248'2.0 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0248'AND CEMETERY AT CRUMP, HARDIN COUNTY, 137 FEET NORTHWEST ACROSS
 FE0248'THE HIGHWAY FROM A SMALL IMITATION-BRICK HOUSE, AT THE JUNCTION
 FE0248'OF A GRAVEL ROAD LEADING SOUTHWEST, 95 FEET WEST OF THE
 FE0248'CENTERLINE OF THE HIGHWAY, 38 FEET SOUTHEAST OF THE CENTERLINE
 FE0248'OF THE GRAVEL ROAD, 17 FEET SOUTH OF A TRIANGULAR-BLAZED 10-INCH
 FE0248'OAK TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 FE0248'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 FE0248'STAMPED 486.528 F 35 1934 AND SET IN THE TOP OF A CONCRETE
 FE0248'POST PROJECTING 6 INCHES ABOVE GROUND.
 FE0248
 FE0248                          STATION RECOVERY (1962)
 FE0248
 FE0248'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0349 ***********************************************************************
 FE0349  DESIGNATION -  F 36
 FE0349  PID         -  FE0349
 FE0349  STATE/COUNTY-  TN/HARDIN
 FE0349  USGS QUAD   -  OLIVEHILL (1972)
 FE0349
 FE0349                         *CURRENT SURVEY CONTROL
 FE0349  ___________________________________________________________________
 FE0349* NAD 83(1986)-  35 16 30.     (N)    088 01 33.     (W)     SCALED    
 FE0349* NAVD 88     -       140.951  (meters)     462.44   (feet)  ADJUSTED  
 FE0349  ___________________________________________________________________
 FE0349  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0349  DYNAMIC HT  -         140.821 (meters)     462.01  (feet)  COMP
 FE0349  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FE0349
 FE0349  VERT ORDER  -  SECOND    CLASS 0
 FE0349
 FE0349.The horizontal coordinates were scaled from a topographic map and have
 FE0349.an estimated accuracy of +/- 6 seconds.
 FE0349
 FE0349.The orthometric height was determined by differential leveling
 FE0349.and adjusted by the National Geodetic Survey in June 1991..
 FE0349
 FE0349.The geoid height was determined by GEOID03.
 FE0349
 FE0349.The dynamic height is computed by dividing the NAVD 88
 FE0349.geopotential number by the normal gravity value computed on the
 FE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0349.degrees latitude (g = 980.6199 gals.).
 FE0349
 FE0349.The modeled gravity was interpolated from observed gravity values.
 FE0349
 FE0349;                    North         East    Units  Estimated Accuracy
 FE0349;SPC TN       -   106,390.      415,700.      MT  (+/- 180 meters Scaled)
 FE0349
 FE0349                          SUPERSEDED SURVEY CONTROL
 FE0349
 FE0349  NGVD 29 (??/??/??)  140.957  (m)          462.46   (f) ADJUSTED    2 0
 FE0349
 FE0349.Superseded values are not recommended for survey control.
 FE0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0349.See file dsdata.txt to determine how the superseded data were derived.
 FE0349
 FE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE067040(NAD 83)
 FE0349_MARKER: DB = BENCH MARK DISK
 FE0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0349_SP_SET: BRIDGE
 FE0349_STAMPING: F 36 1934
 FE0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0349
 FE0349  HISTORY     - Date     Condition        Report By
 FE0349  HISTORY     - 1934     MONUMENTED       CGS
 FE0349  HISTORY     - 1949     GOOD             CGS
 FE0349  HISTORY     - 1959     GOOD             TVA
 FE0349
 FE0349                          STATION DESCRIPTION
 FE0349
 FE0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0349'0.3 MI E FROM OLIVE HILL.
 FE0349'1/3 MILE EAST ALONG U.S. HIGHWAY 64 FROM OLIVE HILL, HARDIN
 FE0349'COUNTY, AT A FIVE-SPAN CONCRETE BRIDGE, AND IN THE TOP OF THE
 FE0349'EAST END OF THE CONCRETE BASE OF THE SOUTH RAIL.  A STANDARD
 FE0349'DISK, STAMPED F 36 1934.
 FE0349
 FE0349                          STATION RECOVERY (1959)
 FE0349
 FE0349'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1959
 FE0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0350 ***********************************************************************
 FE0350  DESIGNATION -  F 36 RESET
 FE0350  PID         -  FE0350
 FE0350  STATE/COUNTY-  TN/HARDIN
 FE0350  USGS QUAD   -  OLIVEHILL (1972)
 FE0350
 FE0350                         *CURRENT SURVEY CONTROL
 FE0350  ___________________________________________________________________
 FE0350* NAD 83(1986)-  35 16 30.     (N)    088 01 33.     (W)     SCALED    
 FE0350* NAVD 88     -       141.25   (+/-2cm)     463.4    (feet)  VERTCON   
 FE0350  ___________________________________________________________________
 FE0350  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0350
 FE0350  VERT ORDER  -  THIRD (See Below)
 FE0350
 FE0350.The horizontal coordinates were scaled from a topographic map and have
 FE0350.an estimated accuracy of +/- 6 seconds.
 FE0350
 FE0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0350.The vertical order pertains to the NGVD 29 superseded value.
 FE0350
 FE0350.The geoid height was determined by GEOID03.
 FE0350
 FE0350;                    North         East    Units  Estimated Accuracy
 FE0350;SPC TN       -   106,390.      415,700.      MT  (+/- 180 meters Scaled)
 FE0350
 FE0350                          SUPERSEDED SURVEY CONTROL
 FE0350
 FE0350  NGVD 29 (??/??/??)  141.26   (m)          463.5    (f) RESET       3  
 FE0350
 FE0350.Superseded values are not recommended for survey control.
 FE0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0350.See file dsdata.txt to determine how the superseded data were derived.
 FE0350
 FE0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE067040(NAD 83)
 FE0350_MARKER: DD = SURVEY DISK
 FE0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0350_SP_SET: CONCRETE BASE
 FE0350_STAMPING: F 36 1934 RESET 1966
 FE0350_MARK LOGO: CGS   
 FE0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0350
 FE0350  HISTORY     - Date     Condition        Report By
 FE0350  HISTORY     - 1966     MONUMENTED       TNHD
 FE0350
 FE0350                          STATION DESCRIPTION
 FE0350
 FE0350'DESCRIBED BY TN HIGHWAY DEPT 1966
 FE0350'0.3 MI E FROM OLIVE HILL.
 FE0350'ABOUT 1/3 MILE EAST ALONG U.S. HIGHWAY NO. 64 FROM OLIVE HILL
 FE0350'AT A FIVE SPAN CONCRETE BRIDGE, AND IN THE TOP OF THE EAST END
 FE0350'OF THE CONCRETE BASE OF THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0856 ***********************************************************************
 FD0856  DESIGNATION -  F 37
 FD0856  PID         -  FD0856
 FD0856  STATE/COUNTY-  TN/GILES
 FD0856  USGS QUAD   -  MILKY WAY (1988)
 FD0856
 FD0856                         *CURRENT SURVEY CONTROL
 FD0856  ___________________________________________________________________
 FD0856* NAD 83(1986)-  35 21 07.     (N)    087 01 20.     (W)     SCALED    
 FD0856* NAVD 88     -       219.458  (meters)     720.01   (feet)  ADJUSTED  
 FD0856  ___________________________________________________________________
 FD0856  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0856  DYNAMIC HT  -         219.252 (meters)     719.33  (feet)  COMP
 FD0856  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 FD0856
 FD0856  VERT ORDER  -  SECOND    CLASS 0
 FD0856
 FD0856.The horizontal coordinates were scaled from a topographic map and have
 FD0856.an estimated accuracy of +/- 6 seconds.
 FD0856
 FD0856.The orthometric height was determined by differential leveling
 FD0856.and adjusted by the National Geodetic Survey in June 1991..
 FD0856
 FD0856.The geoid height was determined by GEOID03.
 FD0856
 FD0856.The dynamic height is computed by dividing the NAVD 88
 FD0856.geopotential number by the normal gravity value computed on the
 FD0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0856.degrees latitude (g = 980.6199 gals.).
 FD0856
 FD0856.The modeled gravity was interpolated from observed gravity values.
 FD0856
 FD0856;                    North         East    Units  Estimated Accuracy
 FD0856;SPC TN       -   113,500.      507,090.      MT  (+/- 180 meters Scaled)
 FD0856
 FD0856                          SUPERSEDED SURVEY CONTROL
 FD0856
 FD0856  NGVD 29 (??/??/92)  219.420  (m)          719.88   (f) ADJ UNCH    2 0
 FD0856
 FD0856.Superseded values are not recommended for survey control.
 FD0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0856.See file dsdata.txt to determine how the superseded data were derived.
 FD0856
 FD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE979120(NAD 83)
 FD0856_MARKER: DB = BENCH MARK DISK
 FD0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0856_STAMPING: F 37 1934
 FD0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0856+STABILITY: SURFACE MOTION
 FD0856
 FD0856  HISTORY     - Date     Condition        Report By
 FD0856  HISTORY     - 1934     MONUMENTED       CGS
 FD0856
 FD0856                          STATION DESCRIPTION
 FD0856
 FD0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0856'2 MI S FROM LYNNVILLE.
 FD0856'2.0 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0856'LYNNVILLE, GILES COUNTY, 8-1/2 RAILS SOUTH OF MILEPOST L 252,
 FD0856'2 RAILS SOUTH OF TRESTLE 22 B, ONE RAIL SOUTH OF A ROAD CROSSING,
 FD0856'16 FEET WEST OF THE CENTERLINE OF THE TRACK, 2 FEET NORTH AND
 FD0856'2 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT WEST OF A FENCE.
 FD0856'A STANDARD DISK, STAMPED F 37 1934 AND SET IN THE TOP OF A CONCRETE
 FD0856'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1336 ***********************************************************************
 FC1336  DESIGNATION -  F 38
 FC1336  PID         -  FC1336
 FC1336  STATE/COUNTY-  TN/MARION
 FC1336  USGS QUAD   -  MONTEAGLE (1982)
 FC1336
 FC1336                         *CURRENT SURVEY CONTROL
 FC1336  ___________________________________________________________________
 FC1336* NAD 83(1986)-  35 10 26.     (N)    085 47 49.     (W)     SCALED    
 FC1336* NAVD 88     -       215.760  (meters)     707.87   (feet)  ADJUSTED  
 FC1336  ___________________________________________________________________
 FC1336  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FC1336  DYNAMIC HT  -         215.543 (meters)     707.16  (feet)  COMP
 FC1336  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 FC1336
 FC1336  VERT ORDER  -  SECOND    CLASS 0
 FC1336
 FC1336.The horizontal coordinates were scaled from a topographic map and have
 FC1336.an estimated accuracy of +/- 6 seconds.
 FC1336
 FC1336.The orthometric height was determined by differential leveling
 FC1336.and adjusted by the National Geodetic Survey in June 1991..
 FC1336
 FC1336.The geoid height was determined by GEOID03.
 FC1336
 FC1336.The dynamic height is computed by dividing the NAVD 88
 FC1336.geopotential number by the normal gravity value computed on the
 FC1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1336.degrees latitude (g = 980.6199 gals.).
 FC1336
 FC1336.The modeled gravity was interpolated from observed gravity values.
 FC1336
 FC1336;                    North         East    Units  Estimated Accuracy
 FC1336;SPC TN       -    93,280.      618,500.      MT  (+/- 180 meters Scaled)
 FC1336
 FC1336                          SUPERSEDED SURVEY CONTROL
 FC1336
 FC1336  NGVD 29 (??/??/92)  215.744  (m)          707.82   (f) ADJ UNCH    2 0
 FC1336
 FC1336.Superseded values are not recommended for survey control.
 FC1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1336.See file dsdata.txt to determine how the superseded data were derived.
 FC1336
 FC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD095929(NAD 83)
 FC1336_MARKER: DB = BENCH MARK DISK
 FC1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1336_STAMPING: F 38 1934
 FC1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1336+STABILITY: SURFACE MOTION
 FC1336
 FC1336  HISTORY     - Date     Condition        Report By
 FC1336  HISTORY     - 1934     MONUMENTED       CGS
 FC1336  HISTORY     - 1950     MARK NOT FOUND   NGS
 FC1336  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1336
 FC1336                          STATION DESCRIPTION
 FC1336
 FC1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1336'6.1 MI SE FROM MONTEAGLE.
 FC1336'IN MARION COUNTY, 6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 2
 FC1336'FROM MONTEAGLE, GRUNDY COUNTY, AT THE FOOT OF A BLUFF, 45 FEET
 FC1336'WEST OF THE CENTERLINE OF THE HIGHWAY, 40 FEET EAST OF A SIDE
 FC1336'ROAD, AND 4 FEET WEST OF A DITCH BESIDE THE HIGHWAY.  A STANDARD
 FC1336'DISK, STAMPED F 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1336
 FC1336                          STATION RECOVERY (1962)
 FC1336
 FC1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1167 ***********************************************************************
 FC1167  DESIGNATION -  F 39
 FC1167  PID         -  FC1167
 FC1167  STATE/COUNTY-  TN/HAMILTON
 FC1167  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1167
 FC1167                         *CURRENT SURVEY CONTROL
 FC1167  ___________________________________________________________________
 FC1167* NAD 83(1986)-  35 04 06.     (N)    085 12 19.     (W)     SCALED    
 FC1167* NAVD 88     -       214.594  (meters)     704.05   (feet)  ADJUSTED  
 FC1167  ___________________________________________________________________
 FC1167  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1167  DYNAMIC HT  -         214.381 (meters)     703.35  (feet)  COMP
 FC1167  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 FC1167
 FC1167  VERT ORDER  -  SECOND    CLASS 0
 FC1167
 FC1167.The horizontal coordinates were scaled from a topographic map and have
 FC1167.an estimated accuracy of +/- 6 seconds.
 FC1167
 FC1167.The orthometric height was determined by differential leveling
 FC1167.and adjusted by the National Geodetic Survey in June 1991..
 FC1167
 FC1167.The geoid height was determined by GEOID03.
 FC1167
 FC1167.The dynamic height is computed by dividing the NAVD 88
 FC1167.geopotential number by the normal gravity value computed on the
 FC1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1167.degrees latitude (g = 980.6199 gals.).
 FC1167
 FC1167.The modeled gravity was interpolated from observed gravity values.
 FC1167
 FC1167;                    North         East    Units  Estimated Accuracy
 FC1167;SPC TN       -    81,840.      672,490.      MT  (+/- 180 meters Scaled)
 FC1167
 FC1167                          SUPERSEDED SURVEY CONTROL
 FC1167
 FC1167  NGVD 29 (??/??/92)  214.622  (m)          704.14   (f) ADJ UNCH    2 0
 FC1167
 FC1167.Superseded values are not recommended for survey control.
 FC1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1167.See file dsdata.txt to determine how the superseded data were derived.
 FC1167
 FC1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD636820(NAD 83)
 FC1167_MARKER: DB = BENCH MARK DISK
 FC1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1167_STAMPING: F 39 1934
 FC1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1167+STABILITY: SURFACE MOTION
 FC1167
 FC1167  HISTORY     - Date     Condition        Report By
 FC1167  HISTORY     - 1934     MONUMENTED       CGS
 FC1167  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC1167  HISTORY     - 1958     MARK NOT FOUND   TVA
 FC1167
 FC1167                          STATION DESCRIPTION
 FC1167
 FC1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1167'1.2 MI E FROM MC CARTY.
 FC1167'1.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1167'MC CARTY, HAMILTON COUNTY, 3-1/2 RAILS EAST OF MILEPOST 235, AND
 FC1167'20 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED F 39 1934
 FC1167'AND SET IN THE TOP OF A CONCRETE POST.
 FC1167
 FC1167                          STATION RECOVERY (1958)
 FC1167
 FC1167'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FC1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1415 ***********************************************************************
 GC1415  DESIGNATION -  F 4
 GC1415  PID         -  GC1415
 GC1415  STATE/COUNTY-  TN/CHEATHAM
 GC1415  USGS QUAD   -  ASHLAND CITY (1987)
 GC1415
 GC1415                         *CURRENT SURVEY CONTROL
 GC1415  ___________________________________________________________________
 GC1415* NAD 83(1986)-  36 16 29.     (N)    087 03 48.     (W)     SCALED    
 GC1415* NAVD 88     -       133.491  (meters)     437.96   (feet)  ADJUSTED  
 GC1415  ___________________________________________________________________
 GC1415  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1415  DYNAMIC HT  -         133.379 (meters)     437.59  (feet)  COMP
 GC1415  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 GC1415
 GC1415  VERT ORDER  -  FIRST     CLASS II
 GC1415
 GC1415.The horizontal coordinates were scaled from a topographic map and have
 GC1415.an estimated accuracy of +/- 6 seconds.
 GC1415
 GC1415.The orthometric height was determined by differential leveling
 GC1415.and adjusted by the National Geodetic Survey in June 1991..
 GC1415
 GC1415.The geoid height was determined by GEOID03.
 GC1415
 GC1415.The dynamic height is computed by dividing the NAVD 88
 GC1415.geopotential number by the normal gravity value computed on the
 GC1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1415.degrees latitude (g = 980.6199 gals.).
 GC1415
 GC1415.The modeled gravity was interpolated from observed gravity values.
 GC1415
 GC1415;                    North         East    Units  Estimated Accuracy
 GC1415;SPC TN       -   215,920.      504,460.      MT  (+/- 180 meters Scaled)
 GC1415
 GC1415                          SUPERSEDED SURVEY CONTROL
 GC1415
 GC1415  NGVD 29 (??/??/92)  133.537  (m)          438.11   (f) ADJ UNCH    1 2
 GC1415
 GC1415.Superseded values are not recommended for survey control.
 GC1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1415.See file dsdata.txt to determine how the superseded data were derived.
 GC1415
 GC1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF943144(NAD 83)
 GC1415_MARKER: DB = BENCH MARK DISK
 GC1415_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC1415+WITH SETTING: PAVEMENT
 GC1415_STAMPING: F 4 1921 ELEV 438.464 FT
 GC1415_MARK LOGO: CGS   
 GC1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1415
 GC1415  HISTORY     - Date     Condition        Report By
 GC1415  HISTORY     - 1921     MONUMENTED       CGS
 GC1415  HISTORY     - 1949     GOOD             NGS
 GC1415  HISTORY     - 1984     GOOD             NGS
 GC1415
 GC1415                          STATION DESCRIPTION
 GC1415
 GC1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1415'AT ASHLAND CITY.
 GC1415'AT ASHLAND CITY, AT THE SOUTHWEST ENTRANCE TO THE COUNTY COURT
 GC1415'HOUSE, SET IN THE TOP OF THE STONE BASE OF THE NORTHWEST PILLAR
 GC1415'TO THE ENTRANCE, BETWEEN THE PILLAR AND THE SOUTHWEST FACE OF
 GC1415'THE BUILDING AND ABOUT 1 1/2 FEET ABOVE THE SIDE WALK.
 GC1415
 GC1415                          STATION RECOVERY (1984)
 GC1415
 GC1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1144 ***********************************************************************
 FC1144  DESIGNATION -  F 40
 FC1144  PID         -  FC1144
 FC1144  STATE/COUNTY-  TN/HAMILTON
 FC1144  USGS QUAD   -  CHATTANOOGA (1976)
 FC1144
 FC1144                         *CURRENT SURVEY CONTROL
 FC1144  ___________________________________________________________________
 FC1144* NAD 83(1986)-  35 05 04.     (N)    085 19 03.     (W)     SCALED    
 FC1144* NAVD 88     -       203.622  (meters)     668.05   (feet)  ADJUSTED  
 FC1144  ___________________________________________________________________
 FC1144  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 FC1144  DYNAMIC HT  -         203.419 (meters)     667.38  (feet)  COMP
 FC1144  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 FC1144
 FC1144  VERT ORDER  -  SECOND    CLASS 0
 FC1144
 FC1144.The horizontal coordinates were scaled from a topographic map and have
 FC1144.an estimated accuracy of +/- 6 seconds.
 FC1144
 FC1144.The orthometric height was determined by differential leveling
 FC1144.and adjusted by the National Geodetic Survey in June 1991..
 FC1144
 FC1144.The geoid height was determined by GEOID03.
 FC1144
 FC1144.The dynamic height is computed by dividing the NAVD 88
 FC1144.geopotential number by the normal gravity value computed on the
 FC1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1144.degrees latitude (g = 980.6199 gals.).
 FC1144
 FC1144.The modeled gravity was interpolated from observed gravity values.
 FC1144
 FC1144;                    North         East    Units  Estimated Accuracy
 FC1144;SPC TN       -    83,550.      662,240.      MT  (+/- 180 meters Scaled)
 FC1144
 FC1144                          SUPERSEDED SURVEY CONTROL
 FC1144
 FC1144  NGVD 29 (??/??/92)  203.654  (m)          668.15   (f) ADJ UNCH    2 0
 FC1144
 FC1144.Superseded values are not recommended for survey control.
 FC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1144.See file dsdata.txt to determine how the superseded data were derived.
 FC1144
 FC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD533837(NAD 83)
 FC1144_MARKER: DB = BENCH MARK DISK
 FC1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1144_STAMPING: F 40 1934
 FC1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1144+STABILITY: SURFACE MOTION
 FC1144
 FC1144  HISTORY     - Date     Condition        Report By
 FC1144  HISTORY     - 1934     MONUMENTED       CGS
 FC1144  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1144
 FC1144                          STATION DESCRIPTION
 FC1144
 FC1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1144'2.5 MI N FROM CHATTANOOGA.
 FC1144'2.5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1144'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1144'170 FEET NORTH OF A HIGHWAY INTERSECTION, 20 FEET SOUTHWEST
 FC1144'OF THE CONCRETE BRIDGE OVER STRINGERS BRANCH, IN THE NORTHEAST
 FC1144'CORNER OF THE SIGNAL GARDEN YARD, AND 15 FEET WEST OF THE
 FC1144'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 40 1934
 FC1144'AND SET IN THE TOP OF A CONCRETE POST.
 FC1144
 FC1144                          STATION RECOVERY (1972)
 FC1144
 FC1144'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1190 ***********************************************************************
 FC1190  DESIGNATION -  F 41
 FC1190  PID         -  FC1190
 FC1190  STATE/COUNTY-  TN/HAMILTON
 FC1190  USGS QUAD   -  CHATTANOOGA (1976)
 FC1190
 FC1190                         *CURRENT SURVEY CONTROL
 FC1190  ___________________________________________________________________
 FC1190* NAD 83(1986)-  35 00 47.     (N)    085 18 54.     (W)     SCALED    
 FC1190* NAVD 88     -       209.681  (meters)     687.93   (feet)  ADJUSTED  
 FC1190  ___________________________________________________________________
 FC1190  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 FC1190  DYNAMIC HT  -         209.473 (meters)     687.25  (feet)  COMP
 FC1190  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 FC1190
 FC1190  VERT ORDER  -  FIRST     CLASS II
 FC1190
 FC1190.The horizontal coordinates were scaled from a topographic map and have
 FC1190.an estimated accuracy of +/- 6 seconds.
 FC1190
 FC1190.The orthometric height was determined by differential leveling
 FC1190.and adjusted by the National Geodetic Survey in June 1991..
 FC1190
 FC1190.The geoid height was determined by GEOID03.
 FC1190
 FC1190.The dynamic height is computed by dividing the NAVD 88
 FC1190.geopotential number by the normal gravity value computed on the
 FC1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1190.degrees latitude (g = 980.6199 gals.).
 FC1190
 FC1190.The modeled gravity was interpolated from observed gravity values.
 FC1190
 FC1190;                    North         East    Units  Estimated Accuracy
 FC1190;SPC TN       -    75,640.      662,530.      MT  (+/- 180 meters Scaled)
 FC1190
 FC1190                          SUPERSEDED SURVEY CONTROL
 FC1190
 FC1190  NGVD 29 (??/??/92)  209.711  (m)          688.03   (f) ADJ UNCH    1 2
 FC1190
 FC1190.Superseded values are not recommended for survey control.
 FC1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1190.See file dsdata.txt to determine how the superseded data were derived.
 FC1190
 FC1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537757(NAD 83)
 FC1190_MARKER: DB = BENCH MARK DISK
 FC1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1190_SP_SET: OVERPASS
 FC1190_STAMPING: F 41 1934
 FC1190_MARK LOGO: CGS   
 FC1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1190
 FC1190  HISTORY     - Date     Condition        Report By
 FC1190  HISTORY     - 1934     MONUMENTED       CGS
 FC1190  HISTORY     - 1950     GOOD             NGS
 FC1190  HISTORY     - 1962     GOOD             NGS
 FC1190  HISTORY     - 1983     GOOD             NGS
 FC1190
 FC1190                          STATION DESCRIPTION
 FC1190
 FC1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1190'AT CHATTANOOGA.
 FC1190'AT CHATTANOOGA, ABOUT 1.15 MILES SOUTHWEST ALONG THE ALABAMA
 FC1190'GREAT SOUTHERN RAILROAD FROM ROSSVILLE AVENUE VIADUCT, SET IN
 FC1190'THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF RAILROAD
 FC1190'OVERPASS OVER ALTON PARK BLVD., 9.3 FEET NORTH OF THE NORTH
 FC1190'RAIL, 264 FEET EAST OF MILE POST 1 AND ABOUT LEVEL WITH THE
 FC1190'TRACK.
 FC1190
 FC1190                          STATION RECOVERY (1962)
 FC1190
 FC1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1190'RECOVERED IN GOOD CONDITION.
 FC1190
 FC1190                          STATION RECOVERY (1983)
 FC1190
 FC1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0974 ***********************************************************************
 FC0974  DESIGNATION -  F 42
 FC0974  PID         -  FC0974
 FC0974  STATE/COUNTY-  TN/BLEDSOE
 FC0974  USGS QUAD   -  PIKEVILLE (1977)
 FC0974
 FC0974                         *CURRENT SURVEY CONTROL
 FC0974  ___________________________________________________________________
 FC0974* NAD 83(1986)-  35 36 29.     (N)    085 11 43.     (W)     SCALED    
 FC0974* NAVD 88     -       265.316  (meters)     870.46   (feet)  ADJUSTED  
 FC0974  ___________________________________________________________________
 FC0974  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC0974  DYNAMIC HT  -         265.067 (meters)     869.64  (feet)  COMP
 FC0974  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 FC0974
 FC0974  VERT ORDER  -  SECOND    CLASS 0
 FC0974
 FC0974.The horizontal coordinates were scaled from a topographic map and have
 FC0974.an estimated accuracy of +/- 6 seconds.
 FC0974
 FC0974.The orthometric height was determined by differential leveling
 FC0974.and adjusted by the National Geodetic Survey in June 1991..
 FC0974
 FC0974.The geoid height was determined by GEOID03.
 FC0974
 FC0974.The dynamic height is computed by dividing the NAVD 88
 FC0974.geopotential number by the normal gravity value computed on the
 FC0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0974.degrees latitude (g = 980.6199 gals.).
 FC0974
 FC0974.The modeled gravity was interpolated from observed gravity values.
 FC0974
 FC0974;                    North         East    Units  Estimated Accuracy
 FC0974;SPC TN       -   141,730.      672,910.      MT  (+/- 180 meters Scaled)
 FC0974
 FC0974                          SUPERSEDED SURVEY CONTROL
 FC0974
 FC0974  NGVD 29 (??/??/92)  265.368  (m)          870.63   (f) ADJ UNCH    2 0
 FC0974
 FC0974.Superseded values are not recommended for survey control.
 FC0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0974.See file dsdata.txt to determine how the superseded data were derived.
 FC0974
 FC0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE634419(NAD 83)
 FC0974_MARKER: DB = BENCH MARK DISK
 FC0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0974_STAMPING: F 42 1934
 FC0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0974+STABILITY: SURFACE MOTION
 FC0974
 FC0974  HISTORY     - Date     Condition        Report By
 FC0974  HISTORY     - 1934     MONUMENTED       CGS
 FC0974
 FC0974                          STATION DESCRIPTION
 FC0974
 FC0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0974'AT PIKEVILLE.
 FC0974'AT PIKEVILLE, BLEDSOE COUNTY, OPPOSITE THE NASHVILLE, CHATTANOOGA
 FC0974'AND ST. LOUIS RAILWAY STATION, IN THE YARD OF THE CRANWELL-LEE
 FC0974'HOSIERY MILLS INC., 42 FEET SOUTHWEST OF THE MILL, 18 FEET
 FC0974'NORTH OF THE NORTHWEST CORNER OF THE YARD, AND 2 FEET EAST OF
 FC0974'A HEDGE.  A STANDARD DISK, STAMPED F 42 1934 AND SET IN THE
 FC0974'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1019 ***********************************************************************
 FC1019  DESIGNATION -  F 43
 FC1019  PID         -  FC1019
 FC1019  STATE/COUNTY-  TN/VAN BUREN
 FC1019  USGS QUAD   -  BALD KNOB (1979)
 FC1019
 FC1019                         *CURRENT SURVEY CONTROL
 FC1019  ___________________________________________________________________
 FC1019* NAD 83(1986)-  35 46 38.     (N)    085 27 50.     (W)     SCALED    
 FC1019* NAVD 88     -       450.091  (meters)    1476.67   (feet)  ADJUSTED  
 FC1019  ___________________________________________________________________
 FC1019  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FC1019  DYNAMIC HT  -         449.685 (meters)    1475.34  (feet)  COMP
 FC1019  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FC1019
 FC1019  VERT ORDER  -  SECOND    CLASS 0
 FC1019
 FC1019.The horizontal coordinates were scaled from a topographic map and have
 FC1019.an estimated accuracy of +/- 6 seconds.
 FC1019
 FC1019.The orthometric height was determined by differential leveling
 FC1019.and adjusted by the National Geodetic Survey in June 1991..
 FC1019
 FC1019.The geoid height was determined by GEOID03.
 FC1019
 FC1019.The dynamic height is computed by dividing the NAVD 88
 FC1019.geopotential number by the normal gravity value computed on the
 FC1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1019.degrees latitude (g = 980.6199 gals.).
 FC1019
 FC1019.The modeled gravity was interpolated from observed gravity values.
 FC1019
 FC1019;                    North         East    Units  Estimated Accuracy
 FC1019;SPC TN       -   160,330.      648,470.      MT  (+/- 180 meters Scaled)
 FC1019
 FC1019                          SUPERSEDED SURVEY CONTROL
 FC1019
 FC1019  NGVD 29 (??/??/92)  450.153  (m)         1476.88   (f) ADJ UNCH    2 0
 FC1019
 FC1019.Superseded values are not recommended for survey control.
 FC1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1019.See file dsdata.txt to determine how the superseded data were derived.
 FC1019
 FC1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE388603(NAD 83)
 FC1019_MARKER: DB = BENCH MARK DISK
 FC1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1019_STAMPING: F 43 1934
 FC1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1019+STABILITY: SURFACE MOTION
 FC1019
 FC1019  HISTORY     - Date     Condition        Report By
 FC1019  HISTORY     - 1934     MONUMENTED       CGS
 FC1019  HISTORY     - 20021217 MARK NOT FOUND   TNDT
 FC1019
 FC1019                          STATION DESCRIPTION
 FC1019
 FC1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1019'2.2 MI N FROM SPENCER.
 FC1019'2.2 MILES NORTH ALONG STATE HIGHWAY 111 FROM SPENCER, VAN BUREN
 FC1019'COUNTY, IN THE YARD OF W.R. MILLS IN 1934, 25 FEET WEST OF THE
 FC1019'FRONT PORCH, 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 FC1019'2 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED F 43 1934
 FC1019'AND SET IN THE TOP OF A CONCRETE POST.
 FC1019
 FC1019                          STATION RECOVERY (2002)
 FC1019
 FC1019'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FC1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1045 ***********************************************************************
 FC1045  DESIGNATION -  F 44
 FC1045  PID         -  FC1045
 FC1045  STATE/COUNTY-  TN/BLEDSOE
 FC1045  USGS QUAD   -  PIKEVILLE (1977)
 FC1045
 FC1045                         *CURRENT SURVEY CONTROL
 FC1045  ___________________________________________________________________
 FC1045* NAD 83(1986)-  35 35 27.     (N)    085 08 04.     (W)     SCALED    
 FC1045* NAVD 88     -       609.090  (meters)    1998.32   (feet)  ADJUSTED  
 FC1045  ___________________________________________________________________
 FC1045  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FC1045  DYNAMIC HT  -         608.499 (meters)    1996.38  (feet)  COMP
 FC1045  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 FC1045
 FC1045  VERT ORDER  -  SECOND    CLASS 0
 FC1045
 FC1045.The horizontal coordinates were scaled from a topographic map and have
 FC1045.an estimated accuracy of +/- 6 seconds.
 FC1045
 FC1045.The orthometric height was determined by differential leveling
 FC1045.and adjusted by the National Geodetic Survey in June 1991..
 FC1045
 FC1045.The geoid height was determined by GEOID03.
 FC1045
 FC1045.The dynamic height is computed by dividing the NAVD 88
 FC1045.geopotential number by the normal gravity value computed on the
 FC1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1045.degrees latitude (g = 980.6199 gals.).
 FC1045
 FC1045.The modeled gravity was interpolated from observed gravity values.
 FC1045
 FC1045;                    North         East    Units  Estimated Accuracy
 FC1045;SPC TN       -   139,870.      678,440.      MT  (+/- 180 meters Scaled)
 FC1045
 FC1045                          SUPERSEDED SURVEY CONTROL
 FC1045
 FC1045  NGVD 29 (??/??/92)  609.149  (m)         1998.52   (f) ADJ UNCH    2 0
 FC1045
 FC1045.Superseded values are not recommended for survey control.
 FC1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1045.See file dsdata.txt to determine how the superseded data were derived.
 FC1045
 FC1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE690401(NAD 83)
 FC1045_MARKER: DB = BENCH MARK DISK
 FC1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1045_STAMPING: F 44 1934
 FC1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1045+STABILITY: SURFACE MOTION
 FC1045
 FC1045  HISTORY     - Date     Condition        Report By
 FC1045  HISTORY     - 1934     MONUMENTED       CGS
 FC1045
 FC1045                          STATION DESCRIPTION
 FC1045
 FC1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1045'6.5 MI E FROM PIKEVILLE.
 FC1045'6.5 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1045'COUNTY, ON THE TOP OF A MOUNTAIN, 25 FEET SOUTH OF THE CENTERLINE
 FC1045'OF THE HIGHWAY, 20 FEET EAST OF AN OLD SIDE ROAD, AND 18 FEET
 FC1045'NORTHEAST OF A 30-INCH OAK TREE.  A STANDARD DISK, STAMPED
 FC1045'F 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2317 ***********************************************************************
 GA2317  DESIGNATION -  F 45
 GA2317  PID         -  GA2317
 GA2317  STATE/COUNTY-  TN/KNOX
 GA2317  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2317
 GA2317                         *CURRENT SURVEY CONTROL
 GA2317  ___________________________________________________________________
 GA2317* NAD 83(1986)-  36 02 03.     (N)    083 54 10.     (W)     SCALED    
 GA2317* NAVD 88     -       294.194  (meters)     965.20   (feet)  POSTED    
 GA2317  ___________________________________________________________________
 GA2317  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2317  DYNAMIC HT  -         293.920 (meters)     964.30  (feet)  COMP
 GA2317  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 GA2317
 GA2317  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA2317
 GA2317.The horizontal coordinates were scaled from a topographic map and have
 GA2317.an estimated accuracy of +/- 6 seconds.
 GA2317
 GA2317.The orthometric height was determined by differential leveling
 GA2317.and adjusted by the National Geodetic Survey in 1992..
 GA2317.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA2317.rate of 4.1 thru 8.0 mm/km.
 GA2317
 GA2317.The geoid height was determined by GEOID03.
 GA2317
 GA2317.The dynamic height is computed by dividing the NAVD 88
 GA2317.geopotential number by the normal gravity value computed on the
 GA2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2317.degrees latitude (g = 980.6199 gals.).
 GA2317
 GA2317.The modeled gravity was interpolated from observed gravity values.
 GA2317
 GA2317;                    North         East    Units  Estimated Accuracy
 GA2317;SPC TN       -   190,730.      788,990.      MT  (+/- 180 meters Scaled)
 GA2317
 GA2317                          SUPERSEDED SURVEY CONTROL
 GA2317
 GA2317  NGVD 29 (??/??/92)  294.325  (m)          965.63   (f) ADJ UNCH    2 0
 GA2317
 GA2317.Superseded values are not recommended for survey control.
 GA2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2317.See file dsdata.txt to determine how the superseded data were derived.
 GA2317
 GA2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV384916(NAD 83)
 GA2317_MARKER: DB = BENCH MARK DISK
 GA2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2317_STAMPING: F 45 1934
 GA2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2317+STABILITY: SURFACE MOTION
 GA2317
 GA2317  HISTORY     - Date     Condition        Report By
 GA2317  HISTORY     - 1934     MONUMENTED       CGS
 GA2317  HISTORY     - 1950     GOOD             NGS
 GA2317  HISTORY     - 1969     MARK NOT FOUND   TNDT
 GA2317
 GA2317                          STATION DESCRIPTION
 GA2317
 GA2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2317'6 MI NE FROM KNOXVILLE.
 GA2317'6.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2317'AT KNOXVILLE, KNOX COUNTY, 4-1/2 RAILS NORTH OF THE STATION AT
 GA2317'BEVERLEY, 4 POLES NORTH OF MILEPOST 6, 53 FEET WEST OF THE WEST
 GA2317'RAIL OF THE MAIN TRACK, 36 FEET NORTHEAST OF THE NORTHEAST
 GA2317'CORNER OF THE SECTION HOUSE, 25 FEET WEST OF A POLE, AND 8 FEET
 GA2317'SOUTH OF THE NORTHEAST CORNER OF THE MAIN SECTION-HOUSE FENCE.
 GA2317'A STANDARD DISK, STAMPED F 45 1934 AND SET IN THE TOP OF A CONCRETE
 GA2317'POST.
 GA2317
 GA2317                          STATION RECOVERY (1969)
 GA2317
 GA2317'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 GA2317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1149 ***********************************************************************
 FB1149  DESIGNATION -  F 47
 FB1149  PID         -  FB1149
 FB1149  STATE/COUNTY-  TN/SEVIER
 FB1149  USGS QUAD   -  SHADY GROVE (1980)
 FB1149
 FB1149                         *CURRENT SURVEY CONTROL
 FB1149  ___________________________________________________________________
 FB1149* NAD 83(1986)-  35 52 57.     (N)    083 26 27.     (W)     SCALED    
 FB1149* NAVD 88     -       335.302  (meters)    1100.07   (feet)  ADJUSTED  
 FB1149  ___________________________________________________________________
 FB1149  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1149  DYNAMIC HT  -         334.985 (meters)    1099.03  (feet)  COMP
 FB1149  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FB1149
 FB1149  VERT ORDER  -  SECOND    CLASS 0
 FB1149
 FB1149.The horizontal coordinates were scaled from a topographic map and have
 FB1149.an estimated accuracy of +/- 6 seconds.
 FB1149
 FB1149.The orthometric height was determined by differential leveling
 FB1149.and adjusted by the National Geodetic Survey in June 1991..
 FB1149
 FB1149.The geoid height was determined by GEOID03.
 FB1149
 FB1149.The dynamic height is computed by dividing the NAVD 88
 FB1149.geopotential number by the normal gravity value computed on the
 FB1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1149.degrees latitude (g = 980.6199 gals.).
 FB1149
 FB1149.The modeled gravity was interpolated from observed gravity values.
 FB1149
 FB1149;                    North         East    Units  Estimated Accuracy
 FB1149;SPC TN       -   174,900.      831,050.      MT  (+/- 180 meters Scaled)
 FB1149
 FB1149                          SUPERSEDED SURVEY CONTROL
 FB1149
 FB1149  NGVD 29 (??/??/92)  335.446  (m)         1100.54   (f) ADJ UNCH    2 0
 FB1149
 FB1149.Superseded values are not recommended for survey control.
 FB1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1149.See file dsdata.txt to determine how the superseded data were derived.
 FB1149
 FB1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV796736(NAD 83)
 FB1149_MARKER: DB = BENCH MARK DISK
 FB1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1149_STAMPING: F 47 1934
 FB1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1149+STABILITY: SURFACE MOTION
 FB1149
 FB1149  HISTORY     - Date     Condition        Report By
 FB1149  HISTORY     - 1934     MONUMENTED       CGS
 FB1149  HISTORY     - 1949     GOOD             NGS
 FB1149
 FB1149                          STATION DESCRIPTION
 FB1149
 FB1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1149'8.2 MI E FROM SEVIERVILLE.
 FB1149'8.25 MILES EAST ALONG HIGHWAY 35 FROM SEVIERVILLE.  0.9 MILES
 FB1149'SOUTHWEST OF FAIR GARDEN SCHOOL, 275 FEET (ABOUT) NORTHEAST OF
 FB1149'Y-ROAD WEST OF WALNUT GROVE, 26.3 FEET SOUTHEAST OF CENTER LINE
 FB1149'OF HIGHWAY, 5.0 FEET SOUTHEAST OF FENCE INTERSECTION, 1.0 FOOT
 FB1149'SOUTHWEST OF WIRE FENCE, 115 FEET (ABOUT) NORTHWEST OF POWER POLE
 FB1149'115.  A STANDARD NGS BRONZE TABLET IN A PRECAST CONCRETE MONUMENT.
 FB1149'CONTROL MARKER SIGN SET 1.0 FOOT NORTHWEST OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1681 ***********************************************************************
 GB1681  DESIGNATION -  F 48
 GB1681  PID         -  GB1681
 GB1681  STATE/COUNTY-  TN/FENTRESS
 GB1681  USGS QUAD   -  CLARKRANGE (1974)
 GB1681
 GB1681                         *CURRENT SURVEY CONTROL
 GB1681  ___________________________________________________________________
 GB1681* NAD 83(1986)-  36 13 02.     (N)    085 00 49.     (W)     SCALED    
 GB1681* NAVD 88     -       547.364  (meters)    1795.81   (feet)  ADJUSTED  
 GB1681  ___________________________________________________________________
 GB1681  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GB1681  DYNAMIC HT  -         546.869 (meters)    1794.19  (feet)  COMP
 GB1681  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 GB1681
 GB1681  VERT ORDER  -  SECOND    CLASS 0
 GB1681
 GB1681.The horizontal coordinates were scaled from a topographic map and have
 GB1681.an estimated accuracy of +/- 6 seconds.
 GB1681
 GB1681.The orthometric height was determined by differential leveling
 GB1681.and adjusted by the National Geodetic Survey in June 1991..
 GB1681
 GB1681.The geoid height was determined by GEOID03.
 GB1681
 GB1681.The dynamic height is computed by dividing the NAVD 88
 GB1681.geopotential number by the normal gravity value computed on the
 GB1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1681.degrees latitude (g = 980.6199 gals.).
 GB1681
 GB1681.The modeled gravity was interpolated from observed gravity values.
 GB1681
 GB1681;                    North         East    Units  Estimated Accuracy
 GB1681;SPC TN       -   209,470.      688,690.      MT  (+/- 180 meters Scaled)
 GB1681
 GB1681                          SUPERSEDED SURVEY CONTROL
 GB1681
 GB1681  NGVD 29 (??/??/92)  547.443  (m)         1796.07   (f) ADJ UNCH    2 0
 GB1681
 GB1681.Superseded values are not recommended for survey control.
 GB1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1681.See file dsdata.txt to determine how the superseded data were derived.
 GB1681
 GB1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF785098(NAD 83)
 GB1681_MARKER: DB = BENCH MARK DISK
 GB1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1681_STAMPING: F 48 1934
 GB1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1681+STABILITY: SURFACE MOTION
 GB1681
 GB1681  HISTORY     - Date     Condition        Report By
 GB1681  HISTORY     - 1934     MONUMENTED       CGS
 GB1681
 GB1681                          STATION DESCRIPTION
 GB1681
 GB1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB1681'3.8 MI S FROM GRIMSLEY.
 GB1681'3.8 MILES SOUTH ALONG STATE HIGHWAY 48 FROM GRIMSLEY, FENTRESS
 GB1681'COUNTY, 95 FEET NORTH OF A SMALL DRAIN ACROSS THE HIGHWAY, 95
 GB1681'FEET SOUTH OF A YARD FENCE, AND 25 FEET WEST OF THE CENTERLINE
 GB1681'OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 48 1934 AND SET IN
 GB1681'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0888 ***********************************************************************
 GB0888  DESIGNATION -  F 49
 GB0888  PID         -  GB0888
 GB0888  STATE/COUNTY-  TN/MORGAN
 GB0888  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0888
 GB0888                         *CURRENT SURVEY CONTROL
 GB0888  ___________________________________________________________________
 GB0888* NAD 83(1986)-  36 14 40.     (N)    084 40 07.     (W)     SCALED    
 GB0888* NAVD 88     -       410.656  (meters)    1347.29   (feet)  ADJUSTED  
 GB0888  ___________________________________________________________________
 GB0888  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0888  DYNAMIC HT  -         410.297 (meters)    1346.12  (feet)  COMP
 GB0888  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 GB0888
 GB0888  VERT ORDER  -  FIRST     CLASS I
 GB0888
 GB0888.The horizontal coordinates were scaled from a topographic map and have
 GB0888.an estimated accuracy of +/- 6 seconds.
 GB0888
 GB0888.The orthometric height was determined by differential leveling
 GB0888.and adjusted by the National Geodetic Survey in June 1991..
 GB0888
 GB0888.The geoid height was determined by GEOID03.
 GB0888
 GB0888.The dynamic height is computed by dividing the NAVD 88
 GB0888.geopotential number by the normal gravity value computed on the
 GB0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0888.degrees latitude (g = 980.6199 gals.).
 GB0888
 GB0888.The modeled gravity was interpolated from observed gravity values.
 GB0888
 GB0888;                    North         East    Units  Estimated Accuracy
 GB0888;SPC TN       -   212,850.      719,670.      MT  (+/- 180 meters Scaled)
 GB0888
 GB0888                          SUPERSEDED SURVEY CONTROL
 GB0888
 GB0888  NGVD 29 (??/??/92)  410.766  (m)         1347.65   (f) ADJ UNCH    1 1
 GB0888
 GB0888.Superseded values are not recommended for survey control.
 GB0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0888.See file dsdata.txt to determine how the superseded data were derived.
 GB0888
 GB0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF094135(NAD 83)
 GB0888_MARKER: DB = BENCH MARK DISK
 GB0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0888_SP_SET: ABUTMENT
 GB0888_STAMPING: F 49 1934
 GB0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0888
 GB0888  HISTORY     - Date     Condition        Report By
 GB0888  HISTORY     - 1934     MONUMENTED       CGS
 GB0888  HISTORY     - 1968     GOOD             NGS
 GB0888
 GB0888                          STATION DESCRIPTION
 GB0888
 GB0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0888'0.2 MI NE FROM SUNBRIGHT.
 GB0888'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0888'SUNBRIGHT, THENCE 0.15 MILE NORTHEAST ALONG A SIDETRACK OF THE
 GB0888'SOUTHERN RAILWAY, SET IN THE TOP AND 1.6 FEET WEST OF THE EAST
 GB0888'END OF THE NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 GB0888'231.6 OVER WHITE OAK CREEK, 5 FEET EAST OF THE EAST RAIL, AND
 GB0888'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0885 ***********************************************************************
 GB0885  DESIGNATION -  F 49 A
 GB0885  PID         -  GB0885
 GB0885  STATE/COUNTY-  TN/MORGAN
 GB0885  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0885
 GB0885                         *CURRENT SURVEY CONTROL
 GB0885  ___________________________________________________________________
 GB0885* NAD 83(1986)-  36 12 57.     (N)    084 40 03.     (W)     SCALED    
 GB0885* NAVD 88     -       428.180  (meters)    1404.79   (feet)  ADJUSTED  
 GB0885  ___________________________________________________________________
 GB0885  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB0885  DYNAMIC HT  -         427.803 (meters)    1403.55  (feet)  COMP
 GB0885  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 GB0885
 GB0885  VERT ORDER  -  FIRST     CLASS I
 GB0885
 GB0885.The horizontal coordinates were scaled from a topographic map and have
 GB0885.an estimated accuracy of +/- 6 seconds.
 GB0885
 GB0885.The orthometric height was determined by differential leveling
 GB0885.and adjusted by the National Geodetic Survey in June 1991..
 GB0885
 GB0885.The geoid height was determined by GEOID03.
 GB0885
 GB0885.The dynamic height is computed by dividing the NAVD 88
 GB0885.geopotential number by the normal gravity value computed on the
 GB0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0885.degrees latitude (g = 980.6199 gals.).
 GB0885
 GB0885.The modeled gravity was interpolated from observed gravity values.
 GB0885
 GB0885;                    North         East    Units  Estimated Accuracy
 GB0885;SPC TN       -   209,680.      719,810.      MT  (+/- 180 meters Scaled)
 GB0885
 GB0885                          SUPERSEDED SURVEY CONTROL
 GB0885
 GB0885  NGVD 29 (??/??/92)  428.282  (m)         1405.12   (f) ADJ UNCH    1 1
 GB0885
 GB0885.Superseded values are not recommended for survey control.
 GB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0885.See file dsdata.txt to determine how the superseded data were derived.
 GB0885
 GB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF096104(NAD 83)
 GB0885_MARKER: DB = BENCH MARK DISK
 GB0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0885_SP_SET: FOOTING
 GB0885_STAMPING: F 49 A 1950
 GB0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0885
 GB0885  HISTORY     - Date     Condition        Report By
 GB0885  HISTORY     - 1950     MONUMENTED       CGS
 GB0885  HISTORY     - 1968     GOOD             NGS
 GB0885
 GB0885                          STATION DESCRIPTION
 GB0885
 GB0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0885'2 MI S FROM SUNBRIGHT.
 GB0885'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0885'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0885'SOUTHERN RAILWAY, THENCE 1.6 MILES SOUTH ALONG THE MAIN TRACK,
 GB0885'AT THE RAILROAD UNDERPASS FOR U.S. HIGHWAY 27, 0.6 MILE SOUTH
 GB0885'OF MILEPOST 233, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 GB0885'SOUTHERLY OF SIX CONCRETE FOOTINGS EAST OF THE TRACK, 7 1/2 FEET
 GB0885'EAST OF THE EAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GB0885'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0878 ***********************************************************************
 GB0878  DESIGNATION -  F 49 B
 GB0878  PID         -  GB0878
 GB0878  STATE/COUNTY-  TN/MORGAN
 GB0878  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0878
 GB0878                         *CURRENT SURVEY CONTROL
 GB0878  ___________________________________________________________________
 GB0878* NAD 83(1986)-  36 10 11.     (N)    084 39 43.     (W)     SCALED    
 GB0878* NAVD 88     -       382.624  (meters)    1255.33   (feet)  POSTED    
 GB0878  ___________________________________________________________________
 GB0878  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GB0878  DYNAMIC HT  -         382.280 (meters)    1254.20  (feet)  COMP
 GB0878  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 GB0878
 GB0878  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB0878
 GB0878.The horizontal coordinates were scaled from a topographic map and have
 GB0878.an estimated accuracy of +/- 6 seconds.
 GB0878
 GB0878.The orthometric height was determined by differential leveling
 GB0878.and adjusted by the National Geodetic Survey in 1992..
 GB0878.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB0878.rate of 0.0 thru 1.0 mm/km.
 GB0878
 GB0878.The geoid height was determined by GEOID03.
 GB0878
 GB0878.The dynamic height is computed by dividing the NAVD 88
 GB0878.geopotential number by the normal gravity value computed on the
 GB0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0878.degrees latitude (g = 980.6199 gals.).
 GB0878
 GB0878.The modeled gravity was interpolated from observed gravity values.
 GB0878
 GB0878;                    North         East    Units  Estimated Accuracy
 GB0878;SPC TN       -   204,570.      720,380.      MT  (+/- 180 meters Scaled)
 GB0878
 GB0878                          SUPERSEDED SURVEY CONTROL
 GB0878
 GB0878  NGVD 29 (??/??/92)  382.736  (m)         1255.69   (f) ADJ UNCH    2 0
 GB0878
 GB0878.Superseded values are not recommended for survey control.
 GB0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0878.See file dsdata.txt to determine how the superseded data were derived.
 GB0878
 GB0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF102053(NAD 83)
 GB0878_MARKER: DB = BENCH MARK DISK
 GB0878_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GB0878_SP_SET: UNSPECIFIED ROCK
 GB0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0878
 GB0878  HISTORY     - Date     Condition        Report By
 GB0878  HISTORY     - UNK      MONUMENTED       CGS
 GB0878  HISTORY     - 1950     MARK NOT FOUND   NGS
 GB0878  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0878
 GB0878                          STATION DESCRIPTION
 GB0878
 GB0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0878'0.6 MI S FROM ANNADEL.
 GB0878'ABOUT 0.6 MILE SOUTH ALONG THE CINCINNATI, NEW ORLEANS AND TEXAS
 GB0878'PACIFIC RAILWAY FROM THE STATION AT ANNADEL, MORGAN COUNTY, ABOUT
 GB0878'16 RAILS SOUTH OF MILEPOST 237, ABOUT 16 RAILS NORTH OF SIGNAL
 GB0878'BOARD NUMBERED 2373, IN THE TOP OF A LARGE STONE, AND ABOUT LEVEL
 GB0878'WITH THE TOP OF THE RAIL.  A STANDARD DISK.
 GB0878
 GB0878                          STATION RECOVERY (1968)
 GB0878
 GB0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0872 ***********************************************************************
 GB0872  DESIGNATION -  F 49 C
 GB0872  PID         -  GB0872
 GB0872  STATE/COUNTY-  TN/MORGAN
 GB0872  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0872
 GB0872                         *CURRENT SURVEY CONTROL
 GB0872  ___________________________________________________________________
 GB0872* NAD 83(1986)-  36 07 54.     (N)    084 38 58.     (W)     SCALED    
 GB0872* NAVD 88     -       359.608  (meters)    1179.81   (feet)  ADJUSTED  
 GB0872  ___________________________________________________________________
 GB0872  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GB0872  DYNAMIC HT  -         359.285 (meters)    1178.75  (feet)  COMP
 GB0872  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 GB0872
 GB0872  VERT ORDER  -  FIRST     CLASS I
 GB0872
 GB0872.The horizontal coordinates were scaled from a topographic map and have
 GB0872.an estimated accuracy of +/- 6 seconds.
 GB0872
 GB0872.The orthometric height was determined by differential leveling
 GB0872.and adjusted by the National Geodetic Survey in June 1991..
 GB0872
 GB0872.The geoid height was determined by GEOID03.
 GB0872
 GB0872.The dynamic height is computed by dividing the NAVD 88
 GB0872.geopotential number by the normal gravity value computed on the
 GB0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0872.degrees latitude (g = 980.6199 gals.).
 GB0872
 GB0872.The modeled gravity was interpolated from observed gravity values.
 GB0872
 GB0872;                    North         East    Units  Estimated Accuracy
 GB0872;SPC TN       -   200,360.      721,560.      MT  (+/- 180 meters Scaled)
 GB0872
 GB0872                          SUPERSEDED SURVEY CONTROL
 GB0872
 GB0872  NGVD 29 (??/??/92)  359.719  (m)         1180.18   (f) ADJ UNCH    1 1
 GB0872
 GB0872.Superseded values are not recommended for survey control.
 GB0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0872.See file dsdata.txt to determine how the superseded data were derived.
 GB0872
 GB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF115011(NAD 83)
 GB0872_MARKER: DB = BENCH MARK DISK
 GB0872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0872_SP_SET: BRIDGE
 GB0872_STAMPING: F 49 C 150
 GB0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0872
 GB0872  HISTORY     - Date     Condition        Report By
 GB0872  HISTORY     - 1950     MONUMENTED       CGS
 GB0872  HISTORY     - 1968     GOOD             NGS
 GB0872
 GB0872                          STATION DESCRIPTION
 GB0872
 GB0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0872'0.8 MI N FROM LANCING.
 GB0872'ABOUT 0.85 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0872'AT LANCING, 0.3 MILE SOUTH OF MILEPOST 240, SET IN THE TOP OF THE
 GB0872'NORTH END OF THE NORTHWEST CONCRETE RETAINING WALL OF A RAILROAD
 GB0872'BRIDGE OVER ROCK CREEK, 8 1/2 FEET WEST OF THE WEST RAIL OF THE
 GB0872'WEST TRACK, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0866 ***********************************************************************
 GB0866  DESIGNATION -  F 49 D
 GB0866  PID         -  GB0866
 GB0866  STATE/COUNTY-  TN/MORGAN
 GB0866  USGS QUAD   -  LANCING (1984)
 GB0866
 GB0866                         *CURRENT SURVEY CONTROL
 GB0866  ___________________________________________________________________
 GB0866* NAD 83(1986)-  36 05 30.     (N)    084 38 22.     (W)     SCALED    
 GB0866* NAVD 88     -       312.122  (meters)    1024.02   (feet)  ADJUSTED  
 GB0866  ___________________________________________________________________
 GB0866  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB0866  DYNAMIC HT  -         311.841 (meters)    1023.10  (feet)  COMP
 GB0866  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0866
 GB0866  VERT ORDER  -  FIRST     CLASS I
 GB0866
 GB0866.The horizontal coordinates were scaled from a topographic map and have
 GB0866.an estimated accuracy of +/- 6 seconds.
 GB0866
 GB0866.The orthometric height was determined by differential leveling
 GB0866.and adjusted by the National Geodetic Survey in June 1991..
 GB0866.WARNING-Repeat measurements at this control monument indicate possible
 GB0866.vertical movement.
 GB0866
 GB0866.The geoid height was determined by GEOID03.
 GB0866
 GB0866.The dynamic height is computed by dividing the NAVD 88
 GB0866.geopotential number by the normal gravity value computed on the
 GB0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0866.degrees latitude (g = 980.6199 gals.).
 GB0866
 GB0866.The modeled gravity was interpolated from observed gravity values.
 GB0866
 GB0866;                    North         East    Units  Estimated Accuracy
 GB0866;SPC TN       -   195,940.      722,520.      MT  (+/- 180 meters Scaled)
 GB0866
 GB0866                          SUPERSEDED SURVEY CONTROL
 GB0866
 GB0866  NGVD 29 (??/??/92)  312.238  (m)         1024.40   (f) ADJ UNCH    1 1
 GB0866
 GB0866.Superseded values are not recommended for survey control.
 GB0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0866.See file dsdata.txt to determine how the superseded data were derived.
 GB0866
 GB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE125966(NAD 83)
 GB0866_MARKER: DB = BENCH MARK DISK
 GB0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0866_SP_SET: CULVERT
 GB0866_STAMPING: F 49 D 1950
 GB0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0866
 GB0866  HISTORY     - Date     Condition        Report By
 GB0866  HISTORY     - 1950     MONUMENTED       CGS
 GB0866  HISTORY     - 1968     GOOD             NGS
 GB0866
 GB0866                          STATION DESCRIPTION
 GB0866
 GB0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0866'2.6 MI S FROM LANCING.
 GB0866'ABOUT 2.65 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0866'AT LANCING, NEAR THE EAST END OF A ROCK CUT FOR THE RAILROAD, 0.2
 GB0866'MILE EAST OF MILEPOST 244, SET IN THE TOP AND 2.0 FEET WEST OF THE
 GB0866'EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER THE
 GB0866'TRACK, 7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET BELOW
 GB0866'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0854 ***********************************************************************
 GB0854  DESIGNATION -  F 49 E
 GB0854  PID         -  GB0854
 GB0854  STATE/COUNTY-  TN/MORGAN
 GB0854  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0854
 GB0854                         *CURRENT SURVEY CONTROL
 GB0854  ___________________________________________________________________
 GB0854* NAD 83(1986)-  36 03 05.     (N)    084 37 07.     (W)     SCALED    
 GB0854* NAVD 88     -       258.928  (meters)     849.50   (feet)  ADJUSTED  
 GB0854  ___________________________________________________________________
 GB0854  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB0854  DYNAMIC HT  -         258.694 (meters)     848.73  (feet)  COMP
 GB0854  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GB0854
 GB0854  VERT ORDER  -  FIRST     CLASS I
 GB0854
 GB0854.The horizontal coordinates were scaled from a topographic map and have
 GB0854.an estimated accuracy of +/- 6 seconds.
 GB0854
 GB0854.The orthometric height was determined by differential leveling
 GB0854.and adjusted by the National Geodetic Survey in June 1991..
 GB0854.WARNING-Repeat measurements at this control monument indicate possible
 GB0854.vertical movement.
 GB0854
 GB0854.The geoid height was determined by GEOID03.
 GB0854
 GB0854.The dynamic height is computed by dividing the NAVD 88
 GB0854.geopotential number by the normal gravity value computed on the
 GB0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0854.degrees latitude (g = 980.6199 gals.).
 GB0854
 GB0854.The modeled gravity was interpolated from observed gravity values.
 GB0854
 GB0854;                    North         East    Units  Estimated Accuracy
 GB0854;SPC TN       -   191,500.      724,460.      MT  (+/- 180 meters Scaled)
 GB0854
 GB0854                          SUPERSEDED SURVEY CONTROL
 GB0854
 GB0854  NGVD 29 (??/??/92)  259.043  (m)          849.88   (f) ADJ UNCH    1 1
 GB0854
 GB0854.Superseded values are not recommended for survey control.
 GB0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0854.See file dsdata.txt to determine how the superseded data were derived.
 GB0854
 GB0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE145922(NAD 83)
 GB0854_MARKER: B = BOLT
 GB0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0854_SP_SET: CULVERT
 GB0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0854
 GB0854  HISTORY     - Date     Condition        Report By
 GB0854  HISTORY     - UNK      MONUMENTED       CGS
 GB0854  HISTORY     - 1968     GOOD             NGS
 GB0854
 GB0854                          STATION DESCRIPTION
 GB0854
 GB0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0854'6 MI NW FROM OAKDALE.
 GB0854'ABOUT 6.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0854'STATION AT OAKDALE, 0.3 MILE SOUTHEAST OF MILEPOST 248, A 3/4-INCH
 GB0854'BOLT SET IN THE TOP AND 3.0 FEET SOUTHEAST OF THE NORTHWEST END OF
 GB0854'THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK, 19 FEET
 GB0854'NORTHEAST OF THE NORTHEAST RAIL, 238.0 FEET SOUTHEAST OF BENCH MARK
 GB0854'J 191, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0852 ***********************************************************************
 GB0852  DESIGNATION -  F 49 F
 GB0852  PID         -  GB0852
 GB0852  STATE/COUNTY-  TN/MORGAN
 GB0852  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0852
 GB0852                         *CURRENT SURVEY CONTROL
 GB0852  ___________________________________________________________________
 GB0852* NAD 83(1986)-  36 02 41.     (N)    084 36 16.     (W)     SCALED    
 GB0852* NAVD 88     -       255.547  (meters)     838.41   (feet)  ADJUSTED  
 GB0852  ___________________________________________________________________
 GB0852  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GB0852  DYNAMIC HT  -         255.315 (meters)     837.65  (feet)  COMP
 GB0852  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 GB0852
 GB0852  VERT ORDER  -  FIRST     CLASS I
 GB0852
 GB0852.The horizontal coordinates were scaled from a topographic map and have
 GB0852.an estimated accuracy of +/- 6 seconds.
 GB0852
 GB0852.The orthometric height was determined by differential leveling
 GB0852.and adjusted by the National Geodetic Survey in June 1991..
 GB0852
 GB0852.The geoid height was determined by GEOID03.
 GB0852
 GB0852.The dynamic height is computed by dividing the NAVD 88
 GB0852.geopotential number by the normal gravity value computed on the
 GB0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0852.degrees latitude (g = 980.6199 gals.).
 GB0852
 GB0852.The modeled gravity was interpolated from observed gravity values.
 GB0852
 GB0852;                    North         East    Units  Estimated Accuracy
 GB0852;SPC TN       -   190,770.      725,750.      MT  (+/- 180 meters Scaled)
 GB0852
 GB0852                          SUPERSEDED SURVEY CONTROL
 GB0852
 GB0852  NGVD 29 (??/??/92)  255.659  (m)          838.77   (f) ADJ UNCH    1 1
 GB0852
 GB0852.Superseded values are not recommended for survey control.
 GB0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0852.See file dsdata.txt to determine how the superseded data were derived.
 GB0852
 GB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE158915(NAD 83)
 GB0852_MARKER: DB = BENCH MARK DISK
 GB0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0852_SP_SET: ABUTMENT
 GB0852_STAMPING: F 49 F 1950
 GB0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0852
 GB0852  HISTORY     - Date     Condition        Report By
 GB0852  HISTORY     - 1950     MONUMENTED       CGS
 GB0852  HISTORY     - 1968     GOOD             NGS
 GB0852
 GB0852                          STATION DESCRIPTION
 GB0852
 GB0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0852'5.1 MI NW FROM OAKDALE.
 GB0852'ABOUT 5.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0852'STATION AT OAKDALE, 0.2 MILE SOUTHEAST OF MILEPOST 249, SET IN THE
 GB0852'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 GB0852'STEEL RAILROAD BRIDGE OVER CROOKED FORK, 5 FEET SOUTHWEST OF THE
 GB0852'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 4.3 FEET EAST OF THE SOUTH
 GB0852'CORNER OF THE SOUTHWEST STEEL GIRDER OF THE BRIDGE, AND ABOUT
 GB0852'2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0852 ***********************************************************************
 FC0852  DESIGNATION -  F 49 G
 FC0852  PID         -  FC0852
 FC0852  STATE/COUNTY-  TN/MORGAN
 FC0852  USGS QUAD   -  HARRIMAN (1980)
 FC0852
 FC0852                         *CURRENT SURVEY CONTROL
 FC0852  ___________________________________________________________________
 FC0852* NAD 83(1986)-  35 59 11.     (N)    084 33 26.     (W)     SCALED    
 FC0852* NAVD 88     -       244.241  (meters)     801.31   (feet)  ADJUSTED  
 FC0852  ___________________________________________________________________
 FC0852  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0852  DYNAMIC HT  -         244.017 (meters)     800.58  (feet)  COMP
 FC0852  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 FC0852
 FC0852  VERT ORDER  -  FIRST     CLASS I
 FC0852
 FC0852.The horizontal coordinates were scaled from a topographic map and have
 FC0852.an estimated accuracy of +/- 6 seconds.
 FC0852
 FC0852.The orthometric height was determined by differential leveling
 FC0852.and adjusted by the National Geodetic Survey in June 1991..
 FC0852
 FC0852.The geoid height was determined by GEOID03.
 FC0852
 FC0852.The dynamic height is computed by dividing the NAVD 88
 FC0852.geopotential number by the normal gravity value computed on the
 FC0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0852.degrees latitude (g = 980.6199 gals.).
 FC0852
 FC0852.The modeled gravity was interpolated from observed gravity values.
 FC0852
 FC0852;                    North         East    Units  Estimated Accuracy
 FC0852;SPC TN       -   184,360.      730,100.      MT  (+/- 180 meters Scaled)
 FC0852
 FC0852                          SUPERSEDED SURVEY CONTROL
 FC0852
 FC0852  NGVD 29 (??/??/92)  244.353  (m)          801.68   (f) ADJ UNCH    1 1
 FC0852
 FC0852.Superseded values are not recommended for survey control.
 FC0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0852.See file dsdata.txt to determine how the superseded data were derived.
 FC0852
 FC0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE202851(NAD 83)
 FC0852_MARKER: Q = CHISELED SQUARE
 FC0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0852_SP_SET: BRIDGE
 FC0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0852
 FC0852  HISTORY     - Date     Condition        Report By
 FC0852  HISTORY     - UNK      MONUMENTED       CGS
 FC0852  HISTORY     - 1968     GOOD             NGS
 FC0852  HISTORY     - 1972     GOOD             TVA
 FC0852
 FC0852                          STATION DESCRIPTION
 FC0852
 FC0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0852'0.1 MI S FROM OAKDALE.
 FC0852'ABOUT 0.1 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0852'AT OAKDALE, A ONE-INCH OUTLINED SQUARE ON THE TOP OF THE NORTHEAST
 FC0852'CORNER OF THE CONCRETE WALKWAY ON A RAILROAD BRIDGE OVER MUD LICK
 FC0852'CREEK, 9 1/2 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 225
 FC0852'FEET NORTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND CRAB
 FC0852'ORCHARD ROAD, 3 INCHES WEST OF THE NORTH END OF THE EAST CONCRETE
 FC0852'GUARD RAIL ON THE BRIDGE, AND ABOUT LEVEL WITH THE TRACK.
 FC0852
 FC0852                          STATION RECOVERY (1972)
 FC0852
 FC0852'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0850 ***********************************************************************
 FC0850  DESIGNATION -  F 49 H
 FC0850  PID         -  FC0850
 FC0850  STATE/COUNTY-  TN/MORGAN
 FC0850  USGS QUAD   -  HARRIMAN (1980)
 FC0850
 FC0850                         *CURRENT SURVEY CONTROL
 FC0850  ___________________________________________________________________
 FC0850* NAD 83(1986)-  35 59 10.     (N)    084 33 26.     (W)     SCALED    
 FC0850* NAVD 88     -       244.625  (meters)     802.57   (feet)  ADJUSTED  
 FC0850  ___________________________________________________________________
 FC0850  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC0850  DYNAMIC HT  -         244.401 (meters)     801.84  (feet)  COMP
 FC0850  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 FC0850
 FC0850  VERT ORDER  -  FIRST     CLASS I
 FC0850
 FC0850.The horizontal coordinates were scaled from a topographic map and have
 FC0850.an estimated accuracy of +/- 6 seconds.
 FC0850
 FC0850.The orthometric height was determined by differential leveling
 FC0850.and adjusted by the National Geodetic Survey in June 1991..
 FC0850
 FC0850.The geoid height was determined by GEOID03.
 FC0850
 FC0850.The dynamic height is computed by dividing the NAVD 88
 FC0850.geopotential number by the normal gravity value computed on the
 FC0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0850.degrees latitude (g = 980.6199 gals.).
 FC0850
 FC0850.The modeled gravity was interpolated from observed gravity values.
 FC0850
 FC0850;                    North         East    Units  Estimated Accuracy
 FC0850;SPC TN       -   184,330.      730,100.      MT  (+/- 180 meters Scaled)
 FC0850
 FC0850                          SUPERSEDED SURVEY CONTROL
 FC0850
 FC0850  NGVD 29 (??/??/92)  244.737  (m)          802.94   (f) ADJ UNCH    1 1
 FC0850
 FC0850.Superseded values are not recommended for survey control.
 FC0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0850.See file dsdata.txt to determine how the superseded data were derived.
 FC0850
 FC0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE202851(NAD 83)
 FC0850_MARKER: Q = CHISELED SQUARE
 FC0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0850_SP_SET: WING WALL BRIDGE
 FC0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0850
 FC0850  HISTORY     - Date     Condition        Report By
 FC0850  HISTORY     - UNK      MONUMENTED       CGS
 FC0850  HISTORY     - 1968     GOOD             NGS
 FC0850  HISTORY     - 1972     GOOD             TVA
 FC0850
 FC0850                          STATION DESCRIPTION
 FC0850
 FC0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0850'0.2 MI S FROM OAKDALE.
 FC0850'ABOUT 0.15 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0850'AT OAKDALE, 27 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 FC0850'A ONE-INCH OUTLINED SQUARE ON THE TOP OF THE SOUTHEAST CORNER OF
 FC0850'THE SOUTHEAST CONCRETE WING WALL OF THE CRAB ORCHARD ROAD BRIDGE
 FC0850'OVER THE EMORY RIVER, 16 1/2 FEET SOUTH OF THE CENTERLINE OF THE
 FC0850'ROAD, 34 FEET SOUTH OF BENCH MARK A 191, ABOUT 1 FOOT ABOVE THE
 FC0850'LEVEL OF THE HIGHWAY, AND ABOUT LEVEL WITH THE TRACK.
 FC0850
 FC0850                          STATION RECOVERY (1972)
 FC0850
 FC0850'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0574 ***********************************************************************
 GB0574  DESIGNATION -  F 50
 GB0574  PID         -  GB0574
 GB0574  STATE/COUNTY-  TN/ANDERSON
 GB0574  USGS QUAD   -  LAKE CITY (1973)
 GB0574
 GB0574                         *CURRENT SURVEY CONTROL
 GB0574  ___________________________________________________________________
 GB0574* NAD 83(1986)-  36 13 56.     (N)    084 09 46.     (W)     SCALED    
 GB0574* NAVD 88     -       266.402  (meters)     874.02   (feet)  POSTED    
 GB0574  ___________________________________________________________________
 GB0574  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB0574  DYNAMIC HT  -         266.160 (meters)     873.23  (feet)  COMP
 GB0574  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 GB0574
 GB0574  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GB0574
 GB0574.The horizontal coordinates were scaled from a topographic map and have
 GB0574.an estimated accuracy of +/- 6 seconds.
 GB0574
 GB0574.The orthometric height was determined by differential leveling
 GB0574.and adjusted by the National Geodetic Survey in 1992..
 GB0574.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GB0574.rate of 4.1 thru 8.0 mm/km.
 GB0574
 GB0574.The geoid height was determined by GEOID03.
 GB0574
 GB0574.The dynamic height is computed by dividing the NAVD 88
 GB0574.geopotential number by the normal gravity value computed on the
 GB0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0574.degrees latitude (g = 980.6199 gals.).
 GB0574
 GB0574.The modeled gravity was interpolated from observed gravity values.
 GB0574
 GB0574;                    North         East    Units  Estimated Accuracy
 GB0574;SPC TN       -   212,230.      765,150.      MT  (+/- 180 meters Scaled)
 GB0574
 GB0574                          SUPERSEDED SURVEY CONTROL
 GB0574
 GB0574  NGVD 29 (??/??/92)  266.543  (m)          874.48   (f) ADJ UNCH    2 0
 GB0574
 GB0574.Superseded values are not recommended for survey control.
 GB0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0574.See file dsdata.txt to determine how the superseded data were derived.
 GB0574
 GB0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF549134(NAD 83)
 GB0574_MARKER: DB = BENCH MARK DISK
 GB0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0574_STAMPING: F 50 1934
 GB0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0574+STABILITY: SURFACE MOTION
 GB0574
 GB0574  HISTORY     - Date     Condition        Report By
 GB0574  HISTORY     - 1934     MONUMENTED       CGS
 GB0574  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0574  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0574
 GB0574                          STATION DESCRIPTION
 GB0574
 GB0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0574'0.8 MI N FROM COAL CREEK.
 GB0574'0.8 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0574'ANDERSON COUNTY, 21 RAILS NORTH OF MILEPOST 32, 9 FEET SOUTH
 GB0574'OF A ROAD CROSSING, AND 14 FEET WEST OF THE TRACK.  A STANDARD
 GB0574'DISK, STAMPED F 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0574
 GB0574                          STATION RECOVERY (1973)
 GB0574
 GB0574'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0604 ***********************************************************************
 GB0604  DESIGNATION -  F 51
 GB0604  PID         -  GB0604
 GB0604  STATE/COUNTY-  TN/CAMPBELL
 GB0604  USGS QUAD   -  LA FOLLETTE (1990)
 GB0604
 GB0604                         *CURRENT SURVEY CONTROL
 GB0604  ___________________________________________________________________
 GB0604* NAD 83(1986)-  36 29 59.     (N)    084 04 09.     (W)     SCALED    
 GB0604* NAVD 88     -       381.127  (meters)    1250.41   (feet)  ADJUSTED  
 GB0604  ___________________________________________________________________
 GB0604  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB0604  DYNAMIC HT  -         380.790 (meters)    1249.31  (feet)  COMP
 GB0604  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 GB0604
 GB0604  VERT ORDER  -  SECOND    CLASS 0
 GB0604
 GB0604.The horizontal coordinates were scaled from a topographic map and have
 GB0604.an estimated accuracy of +/- 6 seconds.
 GB0604
 GB0604.The orthometric height was determined by differential leveling
 GB0604.and adjusted by the National Geodetic Survey in June 1991..
 GB0604
 GB0604.The geoid height was determined by GEOID03.
 GB0604
 GB0604.The dynamic height is computed by dividing the NAVD 88
 GB0604.geopotential number by the normal gravity value computed on the
 GB0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0604.degrees latitude (g = 980.6199 gals.).
 GB0604
 GB0604.The modeled gravity was interpolated from observed gravity values.
 GB0604
 GB0604;                    North         East    Units  Estimated Accuracy
 GB0604;SPC TN       -   242,070.      772,980.      MT  (+/- 180 meters Scaled)
 GB0604
 GB0604                          SUPERSEDED SURVEY CONTROL
 GB0604
 GB0604  NGVD 29 (??/??/92)  381.250  (m)         1250.82   (f) ADJ UNCH    2 0
 GB0604
 GB0604.Superseded values are not recommended for survey control.
 GB0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0604.See file dsdata.txt to determine how the superseded data were derived.
 GB0604
 GB0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF625433(NAD 83)
 GB0604_MARKER: DB = BENCH MARK DISK
 GB0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0604_STAMPING: F 51 1934
 GB0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0604+STABILITY: SURFACE MOTION
 GB0604
 GB0604  HISTORY     - Date     Condition        Report By
 GB0604  HISTORY     - 1934     MONUMENTED       CGS
 GB0604  HISTORY     - 1952     MARK NOT FOUND   TVA
 GB0604
 GB0604                          STATION DESCRIPTION
 GB0604
 GB0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0604'AT HABERSHAM.
 GB0604'AT HABERSHAM, CAMPBELL COUNTY, OPPOSITE THE LOUISVILLE AND
 GB0604'NASHVILLE RAILROAD STATION, AT THE STEPS OF A HOUSE.  A STANDARD
 GB0604'DISK, STAMPED F 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0604'NOTE-- OLD RAILROAD STATION GONE.
 GB0604
 GB0604                          STATION RECOVERY (1952)
 GB0604
 GB0604'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 GB0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0367 ***********************************************************************
 GA0367  DESIGNATION -  F 52
 GA0367  PID         -  GA0367
 GA0367  STATE/COUNTY-  TN/UNICOI
 GA0367  USGS QUAD   -  CHESTOA (1978)
 GA0367
 GA0367                         *CURRENT SURVEY CONTROL
 GA0367  ___________________________________________________________________
 GA0367* NAD 83(1986)-  36 05 14.     (N)    082 29 13.     (W)     SCALED    
 GA0367* NAVD 88     -       542.536  (meters)    1779.97   (feet)  ADJUSTED  
 GA0367  ___________________________________________________________________
 GA0367  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA0367  DYNAMIC HT  -         541.996 (meters)    1778.20  (feet)  COMP
 GA0367  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 GA0367
 GA0367  VERT ORDER  -  SECOND    CLASS 0
 GA0367
 GA0367.The horizontal coordinates were scaled from a topographic map and have
 GA0367.an estimated accuracy of +/- 6 seconds.
 GA0367
 GA0367.The orthometric height was determined by differential leveling
 GA0367.and adjusted by the National Geodetic Survey in June 1991..
 GA0367
 GA0367.The geoid height was determined by GEOID03.
 GA0367
 GA0367.The dynamic height is computed by dividing the NAVD 88
 GA0367.geopotential number by the normal gravity value computed on the
 GA0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0367.degrees latitude (g = 980.6199 gals.).
 GA0367
 GA0367.The modeled gravity was interpolated from observed gravity values.
 GA0367
 GA0367;                    North         East    Units  Estimated Accuracy
 GA0367;SPC TN       -   200,270.      916,320.      MT  (+/- 180 meters Scaled)
 GA0367
 GA0367                          SUPERSEDED SURVEY CONTROL
 GA0367
 GA0367  NGVD 29 (??/??/92)  542.653  (m)         1780.35   (f) ADJ UNCH    2 0
 GA0367
 GA0367.Superseded values are not recommended for survey control.
 GA0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0367.See file dsdata.txt to determine how the superseded data were derived.
 GA0367
 GA0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV661946(NAD 83)
 GA0367_MARKER: DB = BENCH MARK DISK
 GA0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0367_STAMPING: F 52 1934
 GA0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0367+STABILITY: SURFACE MOTION
 GA0367
 GA0367  HISTORY     - Date     Condition        Report By
 GA0367  HISTORY     - 1934     MONUMENTED       CGS
 GA0367
 GA0367                          STATION DESCRIPTION
 GA0367
 GA0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0367'6.9 MI S FROM EWRIN.
 GA0367'6.9 MILES SOUTH ALONG U.S. HIGHWAY 23 FROM ERWIN, UNICOI COUNTY,
 GA0367'300 FEET WEST OF THE HOME OF H.B. LEWIS, 21 FEET SOUTH OF THE
 GA0367'CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF A FENCE.  A
 GA0367'STANDARD DISK, STAMPED F 52 1934 AND SET IN THE TOP OF A CONCRETE
 GA0367'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1801 ***********************************************************************
 FB1801  DESIGNATION -  F 53
 FB1801  PID         -  FB1801
 FB1801  STATE/COUNTY-  TN/SEVIER
 FB1801  USGS QUAD   -  GATLINBURG (1979)
 FB1801
 FB1801                         *CURRENT SURVEY CONTROL
 FB1801  ___________________________________________________________________
 FB1801* NAD 83(1986)-  35 40 37.     (N)    083 31 36.     (W)     SCALED    
 FB1801* NAVD 88     -       476.127  (meters)    1562.09   (feet)  ADJUSTED  
 FB1801  ___________________________________________________________________
 FB1801  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FB1801  DYNAMIC HT  -         475.650 (meters)    1560.53  (feet)  COMP
 FB1801  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 FB1801
 FB1801  VERT ORDER  -  SECOND    CLASS 0
 FB1801
 FB1801.The horizontal coordinates were scaled from a topographic map and have
 FB1801.an estimated accuracy of +/- 6 seconds.
 FB1801
 FB1801.The orthometric height was determined by differential leveling
 FB1801.and adjusted by the National Geodetic Survey in June 1991..
 FB1801
 FB1801.The geoid height was determined by GEOID03.
 FB1801
 FB1801.The dynamic height is computed by dividing the NAVD 88
 FB1801.geopotential number by the normal gravity value computed on the
 FB1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1801.degrees latitude (g = 980.6199 gals.).
 FB1801
 FB1801.The modeled gravity was interpolated from observed gravity values.
 FB1801
 FB1801;                    North         East    Units  Estimated Accuracy
 FB1801;SPC TN       -   151,900.      823,880.      MT  (+/- 180 meters Scaled)
 FB1801
 FB1801                          SUPERSEDED SURVEY CONTROL
 FB1801
 FB1801  NGVD 29 (??/??/92)  476.217  (m)         1562.39   (f) ADJ UNCH    2 0
 FB1801
 FB1801.Superseded values are not recommended for survey control.
 FB1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1801.See file dsdata.txt to determine how the superseded data were derived.
 FB1801
 FB1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV713510(NAD 83)
 FB1801_MARKER: DB = BENCH MARK DISK
 FB1801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1801_SP_SET: CULVERT
 FB1801_STAMPING: F 53 1934
 FB1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1801
 FB1801  HISTORY     - Date     Condition        Report By
 FB1801  HISTORY     - 1934     MONUMENTED       CGS
 FB1801  HISTORY     - 1934     GOOD             NGS
 FB1801
 FB1801                          STATION DESCRIPTION
 FB1801
 FB1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1801'2.9 MI SE FROM GATLINBURG.
 FB1801'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1801'0.9 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 73, IN THE
 FB1801'TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT, AND 2.5 FEET
 FB1801'EAST OF THE WEST END.  A STANDARD DISK, STAMPED F 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0164 ***********************************************************************
 FC0164  DESIGNATION -  F 54
 FC0164  PID         -  FC0164
 FC0164  STATE/COUNTY-  TN/MONROE
 FC0164  USGS QUAD   -  VONORE (1986)
 FC0164
 FC0164                         *CURRENT SURVEY CONTROL
 FC0164  ___________________________________________________________________
 FC0164* NAD 83(1986)-  35 35 25.     (N)    084 14 31.     (W)     SCALED    
 FC0164* NAVD 88     -       259.528  (meters)     851.47   (feet)  ADJUSTED  
 FC0164  ___________________________________________________________________
 FC0164  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0164  DYNAMIC HT  -         259.281 (meters)     850.66  (feet)  COMP
 FC0164  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FC0164
 FC0164  VERT ORDER  -  SECOND    CLASS 0
 FC0164
 FC0164.The horizontal coordinates were scaled from a topographic map and have
 FC0164.an estimated accuracy of +/- 6 seconds.
 FC0164
 FC0164.The orthometric height was determined by differential leveling
 FC0164.and adjusted by the National Geodetic Survey in June 1991..
 FC0164
 FC0164.The geoid height was determined by GEOID03.
 FC0164
 FC0164.The dynamic height is computed by dividing the NAVD 88
 FC0164.geopotential number by the normal gravity value computed on the
 FC0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0164.degrees latitude (g = 980.6199 gals.).
 FC0164
 FC0164.The modeled gravity was interpolated from observed gravity values.
 FC0164
 FC0164;                    North         East    Units  Estimated Accuracy
 FC0164;SPC TN       -   140,890.      759,310.      MT  (+/- 180 meters Scaled)
 FC0164
 FC0164                          SUPERSEDED SURVEY CONTROL
 FC0164
 FC0164  NGVD 29 (??/??/92)  259.635  (m)          851.82   (f) ADJ UNCH    2 0
 FC0164
 FC0164.Superseded values are not recommended for survey control.
 FC0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0164.See file dsdata.txt to determine how the superseded data were derived.
 FC0164
 FC0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE498420(NAD 83)
 FC0164_MARKER: DB = BENCH MARK DISK
 FC0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0164_SP_SET: BRIDGE
 FC0164_STAMPING: F 54 1934
 FC0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0164
 FC0164  HISTORY     - Date     Condition        Report By
 FC0164  HISTORY     - 1934     MONUMENTED       CGS
 FC0164
 FC0164                          STATION DESCRIPTION
 FC0164
 FC0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0164'AT VONORE.
 FC0164'AT VONORE, MONROE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FC0164'RAILROAD, AT THE OVERHEAD CROSSING OF STATE HIGHWAY 72, IN THE
 FC0164'TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT, AND 12 FEET
 FC0164'NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 FC0164'DISK, STAMPED F 54 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0766 ***********************************************************************
 GA0766  DESIGNATION -  F 55
 GA0766  PID         -  GA0766
 GA0766  STATE/COUNTY-  TN/HAWKINS
 GA0766  USGS QUAD   -  BUREM (1976)
 GA0766
 GA0766                         *CURRENT SURVEY CONTROL
 GA0766  ___________________________________________________________________
 GA0766* NAD 83(1986)-  36 28 48.     (N)    082 58 58.     (W)     SCALED    
 GA0766* NAVD 88     -       386.627  (meters)    1268.46   (feet)  ADJUSTED  
 GA0766  ___________________________________________________________________
 GA0766  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0766  DYNAMIC HT  -         386.276 (meters)    1267.31  (feet)  COMP
 GA0766  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 GA0766
 GA0766  VERT ORDER  -  SECOND    CLASS 0
 GA0766
 GA0766.The horizontal coordinates were scaled from a topographic map and have
 GA0766.an estimated accuracy of +/- 6 seconds.
 GA0766
 GA0766.The orthometric height was determined by differential leveling
 GA0766.and adjusted by the National Geodetic Survey in June 1991..
 GA0766
 GA0766.The geoid height was determined by GEOID03.
 GA0766
 GA0766.The dynamic height is computed by dividing the NAVD 88
 GA0766.geopotential number by the normal gravity value computed on the
 GA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0766.degrees latitude (g = 980.6199 gals.).
 GA0766
 GA0766.The modeled gravity was interpolated from observed gravity values.
 GA0766
 GA0766;                    North         East    Units  Estimated Accuracy
 GA0766;SPC TN       -   242,340.      870,350.      MT  (+/- 180 meters Scaled)
 GA0766
 GA0766                          SUPERSEDED SURVEY CONTROL
 GA0766
 GA0766  NGVD 29 (??/??/92)  386.772  (m)         1268.93   (f) ADJ UNCH    2 0
 GA0766
 GA0766.Superseded values are not recommended for survey control.
 GA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0766.See file dsdata.txt to determine how the superseded data were derived.
 GA0766
 GA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA223390(NAD 83)
 GA0766_MARKER: DB = BENCH MARK DISK
 GA0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0766_STAMPING: F 55 1934
 GA0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0766+STABILITY: SURFACE MOTION
 GA0766
 GA0766  HISTORY     - Date     Condition        Report By
 GA0766  HISTORY     - 1934     MONUMENTED       CGS
 GA0766  HISTORY     - 1950     GOOD             TVA
 GA0766
 GA0766                          STATION DESCRIPTION
 GA0766
 GA0766'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA0766'6.4 MI N FROM ROGERSVILLE.
 GA0766'6.4 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, HAWKINS
 GA0766'COUNTY, ACROSS THE HIGHWAY FROM THE HICKORY COVE CHURCH, 35 FEET
 GA0766'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTH OF A
 GA0766'FENCE CORNER 99.4 FEET NORTHEAST OF NORTH CORNER OF OUTHOUSE
 GA0766'IN DRAIN, 92.9 FEET SOUTHEAST OF SOUTHEAST CORNER OF SIDEWALK
 GA0766'AT TOP OF STEPS LEADING FROM HIGHWAY, 1.2 FEET NORTHWEST OF
 GA0766'FENCE LINE.  A STANDARD DISK, STAMPED F 55 1934 AND SET IN THE
 GA0766'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0739 ***********************************************************************
 GA0739  DESIGNATION -  F 56
 GA0739  PID         -  GA0739
 GA0739  STATE/COUNTY-  TN/GREENE
 GA0739  USGS QUAD   -  MOSHEIM (1971)
 GA0739
 GA0739                         *CURRENT SURVEY CONTROL
 GA0739  ___________________________________________________________________
 GA0739* NAD 83(1986)-  36 08 42.     (N)    082 52 37.     (W)     SCALED    
 GA0739* NAVD 88     -       432.744  (meters)    1419.76   (feet)  ADJUSTED  
 GA0739  ___________________________________________________________________
 GA0739  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0739  DYNAMIC HT  -         432.334 (meters)    1418.42  (feet)  COMP
 GA0739  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 GA0739
 GA0739  VERT ORDER  -  SECOND    CLASS 0
 GA0739
 GA0739.The horizontal coordinates were scaled from a topographic map and have
 GA0739.an estimated accuracy of +/- 6 seconds.
 GA0739
 GA0739.The orthometric height was determined by differential leveling
 GA0739.and adjusted by the National Geodetic Survey in June 1991..
 GA0739
 GA0739.The geoid height was determined by GEOID03.
 GA0739
 GA0739.The dynamic height is computed by dividing the NAVD 88
 GA0739.geopotential number by the normal gravity value computed on the
 GA0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0739.degrees latitude (g = 980.6199 gals.).
 GA0739
 GA0739.The modeled gravity was interpolated from observed gravity values.
 GA0739
 GA0739;                    North         East    Units  Estimated Accuracy
 GA0739;SPC TN       -   205,490.      881,010.      MT  (+/- 180 meters Scaled)
 GA0739
 GA0739                          SUPERSEDED SURVEY CONTROL
 GA0739
 GA0739  NGVD 29 (??/??/92)  432.875  (m)         1420.19   (f) ADJ UNCH    2 0
 GA0739
 GA0739.Superseded values are not recommended for survey control.
 GA0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0739.See file dsdata.txt to determine how the superseded data were derived.
 GA0739
 GA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA311016(NAD 83)
 GA0739_MARKER: DB = BENCH MARK DISK
 GA0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0739_STAMPING: F 56 1934
 GA0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0739+STABILITY: SURFACE MOTION
 GA0739
 GA0739  HISTORY     - Date     Condition        Report By
 GA0739  HISTORY     - 1934     MONUMENTED       CGS
 GA0739  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA0739  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GA0739
 GA0739                          STATION DESCRIPTION
 GA0739
 GA0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA0739'2.9 MI SW FROM GREENEVILLE.
 GA0739'2.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0739'AT GREENEVILLE, GREENE COUNTY, AT MILEAGE 59.6, 50 FEET EAST
 GA0739'OF A WHISTLE POST, 18 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 GA0739'TRACK, AND 3 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED F
 GA0739'56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0739
 GA0739                          STATION RECOVERY (1981)
 GA0739
 GA0739'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0569 ***********************************************************************
 GA0569  DESIGNATION -  F 57
 GA0569  PID         -  GA0569
 GA0569  STATE/COUNTY-  TN/WASHINGTON
 GA0569  USGS QUAD   -  JOHNSON CITY (1968)
 GA0569
 GA0569                         *CURRENT SURVEY CONTROL
 GA0569  ___________________________________________________________________
 GA0569* NAD 83(1986)-  36 18 21.     (N)    082 22 03.     (W)     SCALED    
 GA0569* NAVD 88     -       509.623  (meters)    1671.99   (feet)  ADJUSTED  
 GA0569  ___________________________________________________________________
 GA0569  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0569  DYNAMIC HT  -         509.139 (meters)    1670.40  (feet)  COMP
 GA0569  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 GA0569
 GA0569  VERT ORDER  -  SECOND    CLASS 0
 GA0569
 GA0569.The horizontal coordinates were scaled from a topographic map and have
 GA0569.an estimated accuracy of +/- 6 seconds.
 GA0569
 GA0569.The orthometric height was determined by differential leveling
 GA0569.and adjusted by the National Geodetic Survey in June 1991..
 GA0569
 GA0569.The geoid height was determined by GEOID03.
 GA0569
 GA0569.The dynamic height is computed by dividing the NAVD 88
 GA0569.geopotential number by the normal gravity value computed on the
 GA0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0569.degrees latitude (g = 980.6199 gals.).
 GA0569
 GA0569.The modeled gravity was interpolated from observed gravity values.
 GA0569
 GA0569;                    North         East    Units  Estimated Accuracy
 GA0569;SPC TN       -   224,900.      926,170.      MT  (+/- 180 meters Scaled)
 GA0569
 GA0569                          SUPERSEDED SURVEY CONTROL
 GA0569
 GA0569  NGVD 29 (??/??/92)  509.764  (m)         1672.45   (f) ADJ UNCH    2 0
 GA0569
 GA0569.Superseded values are not recommended for survey control.
 GA0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0569.See file dsdata.txt to determine how the superseded data were derived.
 GA0569
 GA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA772187(NAD 83)
 GA0569_MARKER: DB = BENCH MARK DISK
 GA0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0569_STAMPING: F 57 1934
 GA0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0569+STABILITY: SURFACE MOTION
 GA0569
 GA0569  HISTORY     - Date     Condition        Report By
 GA0569  HISTORY     - 1934     MONUMENTED       CGS
 GA0569  HISTORY     - 1943     GOOD             NGS
 GA0569  HISTORY     - 20010331 GOOD             NGS
 GA0569
 GA0569                          STATION DESCRIPTION
 GA0569
 GA0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0569'AT JOHNSON CITY.
 GA0569'AT JOHNSON CITY, WASHINGTON COUNTY, AT THE STATE TEACHERS COLLEGE,
 GA0569'27 FEET SOUTH OF THE CENTERLINE OF WEST WALNUT STREET, 24 FEET
 GA0569'WEST OF THE CENTERLINE OF LAKE STREET, AND 1 FOOT NORTH OF AN
 GA0569'IRON FENCE.  A STANDARD DISK, STAMPED F 57 1934 AND SET IN THE
 GA0569'TOP OF A CONCRETE POST.
 GA0569
 GA0569                          STATION RECOVERY (1943)
 GA0569
 GA0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 GA0569'RECOVERED IN GOOD CONDITION.
 GA0569
 GA0569                          STATION RECOVERY (2001)
 GA0569
 GA0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0569'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0579 ***********************************************************************
 GA0579  DESIGNATION -  F 58
 GA0579  PID         -  GA0579
 GA0579  STATE/COUNTY-  TN/CARTER
 GA0579  USGS QUAD   -  ELIZABETHTON (1968)
 GA0579
 GA0579                         *CURRENT SURVEY CONTROL
 GA0579  ___________________________________________________________________
 GA0579* NAD 83(1986)-  36 20 39.     (N)    082 14 56.     (W)     SCALED    
 GA0579* NAVD 88     -       456.156  (meters)    1496.57   (feet)  ADJUSTED  
 GA0579  ___________________________________________________________________
 GA0579  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0579  DYNAMIC HT  -         455.722 (meters)    1495.15  (feet)  COMP
 GA0579  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 GA0579
 GA0579  VERT ORDER  -  SECOND    CLASS 0
 GA0579
 GA0579.The horizontal coordinates were scaled from a topographic map and have
 GA0579.an estimated accuracy of +/- 6 seconds.
 GA0579
 GA0579.The orthometric height was determined by differential leveling
 GA0579.and adjusted by the National Geodetic Survey in June 1991..
 GA0579
 GA0579.The geoid height was determined by GEOID03.
 GA0579
 GA0579.The dynamic height is computed by dividing the NAVD 88
 GA0579.geopotential number by the normal gravity value computed on the
 GA0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0579.degrees latitude (g = 980.6199 gals.).
 GA0579
 GA0579.The modeled gravity was interpolated from observed gravity values.
 GA0579
 GA0579;                    North         East    Units  Estimated Accuracy
 GA0579;SPC TN       -   229,560.      936,650.      MT  (+/- 180 meters Scaled)
 GA0579
 GA0579                          SUPERSEDED SURVEY CONTROL
 GA0579
 GA0579  NGVD 29 (??/??/92)  456.302  (m)         1497.05   (f) ADJ UNCH    2 0
 GA0579
 GA0579.Superseded values are not recommended for survey control.
 GA0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0579.See file dsdata.txt to determine how the superseded data were derived.
 GA0579
 GA0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA879228(NAD 83)
 GA0579_MARKER: DB = BENCH MARK DISK
 GA0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0579_STAMPING: F 58 1934
 GA0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0579+STABILITY: SURFACE MOTION
 GA0579
 GA0579  HISTORY     - Date     Condition        Report By
 GA0579  HISTORY     - 1934     MONUMENTED       CGS
 GA0579  HISTORY     - 1959     GOOD             TVA
 GA0579
 GA0579                          STATION DESCRIPTION
 GA0579
 GA0579'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0579'2.2 MI W FROM ELIZABETHTON.
 GA0579'2.2 MILES WEST ALONG THE EAST TENNESSEE AND WESTERN NORTH CAROLINA
 GA0579'RAILROAD FROM ELIZABETHTON, CARTER COUNTY, 260 FEET NORTHEAST OF
 GA0579'CROSSROADS, 28 FEET SOUTH OF U.S. HIGHWAY 91, 16 FEET NORTH OF
 GA0579'THE CENTERLINE OF THE MAIN TRACK, AND 4 FEET WEST OF A POLE.  A
 GA0579'STANDARD DISK, STAMPED F 58 1934 AND SET IN THE TOP OF A CONCRETE
 GA0579'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0551 ***********************************************************************
 GA0551  DESIGNATION -  F 59
 GA0551  PID         -  GA0551
 GA0551  STATE/COUNTY-  TN/WASHINGTON
 GA0551  USGS QUAD   -  LEESBURG (1971)
 GA0551
 GA0551                         *CURRENT SURVEY CONTROL
 GA0551  ___________________________________________________________________
 GA0551* NAD 83(1986)-  36 16 21.     (N)    082 30 17.     (W)     SCALED    
 GA0551* NAVD 88     -       511.880  (meters)    1679.39   (feet)  ADJUSTED  
 GA0551  ___________________________________________________________________
 GA0551  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0551  DYNAMIC HT  -         511.391 (meters)    1677.79  (feet)  COMP
 GA0551  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 GA0551
 GA0551  VERT ORDER  -  SECOND    CLASS 0
 GA0551
 GA0551.The horizontal coordinates were scaled from a topographic map and have
 GA0551.an estimated accuracy of +/- 6 seconds.
 GA0551
 GA0551.The orthometric height was determined by differential leveling
 GA0551.and adjusted by the National Geodetic Survey in June 1991..
 GA0551
 GA0551.The geoid height was determined by GEOID03.
 GA0551
 GA0551.The dynamic height is computed by dividing the NAVD 88
 GA0551.geopotential number by the normal gravity value computed on the
 GA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0551.degrees latitude (g = 980.6199 gals.).
 GA0551
 GA0551.The modeled gravity was interpolated from observed gravity values.
 GA0551
 GA0551;                    North         East    Units  Estimated Accuracy
 GA0551;SPC TN       -   220,760.      913,990.      MT  (+/- 180 meters Scaled)
 GA0551
 GA0551                          SUPERSEDED SURVEY CONTROL
 GA0551
 GA0551  NGVD 29 (??/??/92)  512.015  (m)         1679.84   (f) ADJ UNCH    2 0
 GA0551
 GA0551.Superseded values are not recommended for survey control.
 GA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0551.See file dsdata.txt to determine how the superseded data were derived.
 GA0551
 GA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA648152(NAD 83)
 GA0551_MARKER: DB = BENCH MARK DISK
 GA0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0551_STAMPING: F 59 1934
 GA0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0551+STABILITY: SURFACE MOTION
 GA0551
 GA0551  HISTORY     - Date     Condition        Report By
 GA0551  HISTORY     - 1934     MONUMENTED       CGS
 GA0551  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 GA0551
 GA0551                          STATION DESCRIPTION
 GA0551
 GA0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0551'2.1 MI SW FROM JONESBORO.
 GA0551'2.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0551'AT JONESBORO, WAHSINGTON COUNTY, AT MILEAGE 35.2, 18 FEET EAST
 GA0551'OF THE CENTER OF A CROSSING, 23 FEET NORTH OF THE CENTERLINE OF
 GA0551'THE MAIN TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED
 GA0551'F 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0551
 GA0551                          STATION RECOVERY (1979)
 GA0551
 GA0551'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GA0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0800 ***********************************************************************
 GD0800  DESIGNATION -  F 59
 GD0800  PID         -  GD0800
 GD0800  STATE/COUNTY-  TN/OBION
 GD0800  USGS QUAD   -  RIVES (1980)
 GD0800
 GD0800                         *CURRENT SURVEY CONTROL
 GD0800  ___________________________________________________________________
 GD0800* NAD 83(1986)-  36 19 44.     (N)    089 02 34.     (W)     SCALED    
 GD0800* NAVD 88     -        89.879  (meters)     294.88   (feet)  ADJUSTED  
 GD0800  ___________________________________________________________________
 GD0800  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0800  DYNAMIC HT  -          89.806 (meters)     294.64  (feet)  COMP
 GD0800  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 GD0800
 GD0800  VERT ORDER  -  SECOND    CLASS 0
 GD0800
 GD0800.The horizontal coordinates were scaled from a topographic map and have
 GD0800.an estimated accuracy of +/- 6 seconds.
 GD0800
 GD0800.The orthometric height was determined by differential leveling
 GD0800.and adjusted by the National Geodetic Survey in June 1991..
 GD0800
 GD0800.The geoid height was determined by GEOID03.
 GD0800
 GD0800.The dynamic height is computed by dividing the NAVD 88
 GD0800.geopotential number by the normal gravity value computed on the
 GD0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0800.degrees latitude (g = 980.6199 gals.).
 GD0800
 GD0800.The modeled gravity was interpolated from observed gravity values.
 GD0800
 GD0800;                    North         East    Units  Estimated Accuracy
 GD0800;SPC TN       -   225,660.      326,840.      MT  (+/- 180 meters Scaled)
 GD0800
 GD0800                          SUPERSEDED SURVEY CONTROL
 GD0800
 GD0800  NGVD 29 (??/??/??)   89.887  (m)          294.90   (f) ADJUSTED    2 0
 GD0800
 GD0800.Superseded values are not recommended for survey control.
 GD0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0800.See file dsdata.txt to determine how the superseded data were derived.
 GD0800
 GD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF166223(NAD 83)
 GD0800_MARKER: DB = BENCH MARK DISK
 GD0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0800_STAMPING: F 59 1935
 GD0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0800+STABILITY: SURFACE MOTION
 GD0800
 GD0800  HISTORY     - Date     Condition        Report By
 GD0800  HISTORY     - 1935     MONUMENTED       CGS
 GD0800  HISTORY     - 1967     GOOD             CGS
 GD0800
 GD0800                          STATION DESCRIPTION
 GD0800
 GD0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0800'2.1 MI S FROM RIVES.
 GD0800'THE MARK IS ABOUT 2.1 MILES SOUTH ALONG THE MOBILE AND OHIO
 GD0800'RAILROAD TRACKS FROM THE STATION IN RIVES, ABOUT 6 YARDS NORTH
 GD0800'OF MILEPOST 440, 7.8 FEET WEST OF THE WEST RAIL, 7.5 FEET NORTH
 GD0800'OF A RAIL HANGER, AND IN A DEEP FILL.  IT IS A STANDARD BENCH
 GD0800'MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT
 GD0800'ABOUT 24 INCHES BELOW THE TRACK BED AND THE DISK IS STAMPED
 GD0800'F 59 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0009 ***********************************************************************
 FD0009  DESIGNATION -  F 6
 FD0009  PID         -  FD0009
 FD0009  STATE/COUNTY-  TN/BEDFORD
 FD0009  USGS QUAD   -  DEASON (1981)
 FD0009
 FD0009                         *CURRENT SURVEY CONTROL
 FD0009  ___________________________________________________________________
 FD0009* NAD 83(1986)-  35 37 01.     (N)    086 22 37.     (W)     SCALED    
 FD0009* NAVD 88     -       275.714  (meters)     904.57   (feet)  ADJUSTED  
 FD0009  ___________________________________________________________________
 FD0009  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD0009  DYNAMIC HT  -         275.465 (meters)     903.75  (feet)  COMP
 FD0009  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 FD0009
 FD0009  VERT ORDER  -  FIRST     CLASS II
 FD0009
 FD0009.The horizontal coordinates were scaled from a topographic map and have
 FD0009.an estimated accuracy of +/- 6 seconds.
 FD0009
 FD0009.The orthometric height was determined by differential leveling
 FD0009.and adjusted by the National Geodetic Survey in June 1991..
 FD0009
 FD0009.The geoid height was determined by GEOID03.
 FD0009
 FD0009.The dynamic height is computed by dividing the NAVD 88
 FD0009.geopotential number by the normal gravity value computed on the
 FD0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0009.degrees latitude (g = 980.6199 gals.).
 FD0009
 FD0009.The modeled gravity was interpolated from observed gravity values.
 FD0009
 FD0009;                    North         East    Units  Estimated Accuracy
 FD0009;SPC TN       -   142,480.      565,850.      MT  (+/- 180 meters Scaled)
 FD0009
 FD0009                          SUPERSEDED SURVEY CONTROL
 FD0009
 FD0009  NGVD 29 (??/??/92)  275.709  (m)          904.56   (f) ADJ UNCH    1 2
 FD0009
 FD0009.Superseded values are not recommended for survey control.
 FD0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0009.See file dsdata.txt to determine how the superseded data were derived.
 FD0009
 FD0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE564416(NAD 83)
 FD0009_MARKER: DB = BENCH MARK DISK
 FD0009_SETTING: 66 = SET IN ROCK OUTCROP
 FD0009_SP_SET: ROCK LEDGE
 FD0009_STAMPING: 904.926 F 6 1930
 FD0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0009+STABILITY: POSITION/ELEVATION WELL
 FD0009
 FD0009  HISTORY     - Date     Condition        Report By
 FD0009  HISTORY     - 1930     MONUMENTED       CGS
 FD0009
 FD0009                          STATION DESCRIPTION
 FD0009
 FD0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 FD0009'2.3 MI NW FROM BELLBUCKLE.
 FD0009'2.3 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0009'LOUIS RAILWAY FROM BELLBUCKLE, BEDFORD COUNTY, AT A ROAD CROSSING,
 FD0009'29 FEET SOUTHEAST OF THE CROSSING OF THE NORTHEAST RAIL AND
 FD0009'THE LINE OF THE EAST ROAD FENCE, 10 FEET NORTHEAST OF THE NORTHEAST
 FD0009'RAIL, IN A ROCK LEDGE, AND ABOUT 1 FOOT LOWER THAN THE RAIL.
 FD0009'A STANDARD DISK, STAMPED 904.926 F 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0741 ***********************************************************************
 GD0741  DESIGNATION -  F 60
 GD0741  PID         -  GD0741
 GD0741  STATE/COUNTY-  TN/LAKE
 GD0741  USGS QUAD   -  RIDGELY (1981)
 GD0741
 GD0741                         *CURRENT SURVEY CONTROL
 GD0741  ___________________________________________________________________
 GD0741* NAD 83(1986)-  36 19 41.     (N)    089 28 32.     (W)     SCALED    
 GD0741* NAVD 88     -        87.217  (meters)     286.14   (feet)  ADJUSTED  
 GD0741  ___________________________________________________________________
 GD0741  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0741  DYNAMIC HT  -          87.146 (meters)     285.91  (feet)  COMP
 GD0741  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 GD0741
 GD0741  VERT ORDER  -  SECOND    CLASS 0
 GD0741
 GD0741.The horizontal coordinates were scaled from a topographic map and have
 GD0741.an estimated accuracy of +/- 6 seconds.
 GD0741
 GD0741.The orthometric height was determined by differential leveling
 GD0741.and adjusted by the National Geodetic Survey in June 1991..
 GD0741
 GD0741.The geoid height was determined by GEOID03.
 GD0741
 GD0741.The dynamic height is computed by dividing the NAVD 88
 GD0741.geopotential number by the normal gravity value computed on the
 GD0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0741.degrees latitude (g = 980.6199 gals.).
 GD0741
 GD0741.The modeled gravity was interpolated from observed gravity values.
 GD0741
 GD0741;                    North         East    Units  Estimated Accuracy
 GD0741;SPC TN       -   226,860.      288,000.      MT  (+/- 180 meters Scaled)
 GD0741
 GD0741                          SUPERSEDED SURVEY CONTROL
 GD0741
 GD0741  NGVD 29 (??/??/??)   87.262  (m)          286.29   (f) ADJUSTED    2 0
 GD0741
 GD0741.Superseded values are not recommended for survey control.
 GD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0741.See file dsdata.txt to determine how the superseded data were derived.
 GD0741
 GD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF777231(NAD 83)
 GD0741_MARKER: DB = BENCH MARK DISK
 GD0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0741_STAMPING: F 60 1935
 GD0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0741+STABILITY: SURFACE MOTION
 GD0741
 GD0741  HISTORY     - Date     Condition        Report By
 GD0741  HISTORY     - 1935     MONUMENTED       CGS
 GD0741  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD0741
 GD0741                          STATION DESCRIPTION
 GD0741
 GD0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0741'AT WYNNBURG.
 GD0741'AT WYNNBURG, LAKE COUNTY, 29 YARDS SOUTH OF THE ILLINOIS CENTRAL
 GD0741'RAILROAD STATION, 10 YARDS SOUTH OF THE CENTER OF A ROAD CROSSING,
 GD0741'AND 6 YARDS WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 GD0741'DISK, STAMPED F 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0741
 GD0741                          STATION RECOVERY (2002)
 GD0741
 GD0741'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0941 ***********************************************************************
 FE0941  DESIGNATION -  F 61
 FE0941  PID         -  FE0941
 FE0941  STATE/COUNTY-  TN/LAUDERDALE
 FE0941  USGS QUAD   -  GATES (1983)
 FE0941
 FE0941                         *CURRENT SURVEY CONTROL
 FE0941  ___________________________________________________________________
 FE0941* NAD 83(1986)-  35 48 47.     (N)    089 26 44.     (W)     SCALED    
 FE0941* NAVD 88     -       111.820  (meters)     366.86   (feet)  ADJUSTED  
 FE0941  ___________________________________________________________________
 FE0941  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0941  DYNAMIC HT  -         111.724 (meters)     366.55  (feet)  COMP
 FE0941  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 FE0941
 FE0941  VERT ORDER  -  FIRST     CLASS I
 FE0941
 FE0941.The horizontal coordinates were scaled from a topographic map and have
 FE0941.an estimated accuracy of +/- 6 seconds.
 FE0941
 FE0941.The orthometric height was determined by differential leveling
 FE0941.and adjusted by the National Geodetic Survey in June 1991..
 FE0941
 FE0941.The geoid height was determined by GEOID03.
 FE0941
 FE0941.The dynamic height is computed by dividing the NAVD 88
 FE0941.geopotential number by the normal gravity value computed on the
 FE0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0941.degrees latitude (g = 980.6199 gals.).
 FE0941
 FE0941.The modeled gravity was interpolated from observed gravity values.
 FE0941
 FE0941;                    North         East    Units  Estimated Accuracy
 FE0941;SPC TN       -   169,650.      288,690.      MT  (+/- 180 meters Scaled)
 FE0941
 FE0941                          SUPERSEDED SURVEY CONTROL
 FE0941
 FE0941  NGVD 29 (??/??/??)  111.768  (m)          366.69   (f) ADJUSTED    1 1
 FE0941
 FE0941.Superseded values are not recommended for survey control.
 FE0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0941.See file dsdata.txt to determine how the superseded data were derived.
 FE0941
 FE0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE790659(NAD 83)
 FE0941_MARKER: DB = BENCH MARK DISK
 FE0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0941_STAMPING: F 61 1935
 FE0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0941+STABILITY: SURFACE MOTION
 FE0941
 FE0941  HISTORY     - Date     Condition        Report By
 FE0941  HISTORY     - 1935     MONUMENTED       CGS
 FE0941  HISTORY     - 1974     GOOD             NGS
 FE0941  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0941
 FE0941                          STATION DESCRIPTION
 FE0941
 FE0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0941'2.8 MI SW FROM GATES.
 FE0941'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE0941'JUNCTION OF STATE HIGHWAY 88 AT GATES, 235 FEET SOUTHEAST OF THE
 FE0941'CENTER LINE OF U.S. HIGHWAY 51, 142 FEET EAST OF THE NORTHEAST
 FE0941'CORNER OF A WHITE FRAME HOUSE LOCATED ON A HILL BETWEEN ILLINOIS
 FE0941'CENTRAL RAILROAD AND HIGHWAY, 26.7 FEET NORTHWEST OF THE
 FE0941'NORTHWEST RAIL, 80 FEET NORTH OF THE CENTER OF A FARM ROAD
 FE0941'CROSSING, 5 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT BELOW LEVEL
 FE0941'OF THE RAILS AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE0941'GROUND.  NOTE-- MARK IS IN SMALL PLOWED FIELD.  MARK SCRAPED BY
 FE0941'PLOWING BUT IS SOLID.
 FE0941
 FE0941                          STATION RECOVERY (2002)
 FE0941
 FE0941'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1061 ***********************************************************************
 FE1061  DESIGNATION -  F 64
 FE1061  PID         -  FE1061
 FE1061  STATE/COUNTY-  TN/HARDEMAN
 FE1061  USGS QUAD   -  GRAND JUNCTION (1980)
 FE1061
 FE1061                         *CURRENT SURVEY CONTROL
 FE1061  ___________________________________________________________________
 FE1061* NAD 83(1986)-  35 06 32.     (N)    089 08 43.     (W)     SCALED    
 FE1061* NAVD 88     -       180.600  (meters)     592.52   (feet)  ADJUSTED  
 FE1061  ___________________________________________________________________
 FE1061  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE1061  DYNAMIC HT  -         180.429 (meters)     591.96  (feet)  COMP
 FE1061  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 FE1061
 FE1061  VERT ORDER  -  SECOND    CLASS 0
 FE1061
 FE1061.The horizontal coordinates were scaled from a topographic map and have
 FE1061.an estimated accuracy of +/- 6 seconds.
 FE1061
 FE1061.The orthometric height was determined by differential leveling
 FE1061.and adjusted by the National Geodetic Survey in June 1991..
 FE1061
 FE1061.The geoid height was determined by GEOID03.
 FE1061
 FE1061.The dynamic height is computed by dividing the NAVD 88
 FE1061.geopotential number by the normal gravity value computed on the
 FE1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1061.degrees latitude (g = 980.6199 gals.).
 FE1061
 FE1061.The modeled gravity was interpolated from observed gravity values.
 FE1061
 FE1061;                    North         East    Units  Estimated Accuracy
 FE1061;SPC TN       -    90,660.      313,300.      MT  (+/- 180 meters Scaled)
 FE1061
 FE1061                          SUPERSEDED SURVEY CONTROL
 FE1061
 FE1061  NGVD 29 (??/??/??)  180.561  (m)          592.39   (f) ADJUSTED    2 0
 FE1061
 FE1061.Superseded values are not recommended for survey control.
 FE1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1061.See file dsdata.txt to determine how the superseded data were derived.
 FE1061
 FE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD044872(NAD 83)
 FE1061_MARKER: DB = BENCH MARK DISK
 FE1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1061_STAMPING: F 64 1935
 FE1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1061+STABILITY: SURFACE MOTION
 FE1061
 FE1061  HISTORY     - Date     Condition        Report By
 FE1061  HISTORY     - 1935     MONUMENTED       CGS
 FE1061  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE1061
 FE1061                          STATION DESCRIPTION
 FE1061
 FE1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE1061'4.3 MI N FROM GRAND JUNCTION.
 FE1061'4.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 FE1061'AT GRAND JUNCTION, HARDEMAN COUNTY, AT A ROAD CROSSING, 35 FEET NORTH
 FE1061'OF THE ROAD, 40 FEET WEST OF THE TRACK, AND AT A FENCE CORNER.  A
 FE1061'STANDARD DISK, STAMPED F 64 1935 AND SET IN THE TOP OF A CONCRETE
 FE1061'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0779 ***********************************************************************
 FE0779  DESIGNATION -  F 65
 FE0779  PID         -  FE0779
 FE0779  STATE/COUNTY-  TN/MADISON
 FE0779  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0779
 FE0779                         *CURRENT SURVEY CONTROL
 FE0779  ___________________________________________________________________
 FE0779* NAD 83(1986)-  35 34 21.     (N)    088 49 14.     (W)     SCALED    
 FE0779* NAVD 88     -       117.469  (meters)     385.40   (feet)  ADJUSTED  
 FE0779  ___________________________________________________________________
 FE0779  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0779  DYNAMIC HT  -         117.363 (meters)     385.05  (feet)  COMP
 FE0779  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 FE0779
 FE0779  VERT ORDER  -  SECOND    CLASS 0
 FE0779
 FE0779.The horizontal coordinates were scaled from a topographic map and have
 FE0779.an estimated accuracy of +/- 6 seconds.
 FE0779
 FE0779.The orthometric height was determined by differential leveling
 FE0779.and adjusted by the National Geodetic Survey in June 1991..
 FE0779
 FE0779.The geoid height was determined by GEOID03.
 FE0779
 FE0779.The dynamic height is computed by dividing the NAVD 88
 FE0779.geopotential number by the normal gravity value computed on the
 FE0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0779.degrees latitude (g = 980.6199 gals.).
 FE0779
 FE0779.The modeled gravity was interpolated from observed gravity values.
 FE0779
 FE0779;                    North         East    Units  Estimated Accuracy
 FE0779;SPC TN       -   141,170.      344,370.      MT  (+/- 180 meters Scaled)
 FE0779
 FE0779                          SUPERSEDED SURVEY CONTROL
 FE0779
 FE0779  NGVD 29 (??/??/??)  117.501  (m)          385.50   (f) ADJUSTED    2 0
 FE0779
 FE0779.Superseded values are not recommended for survey control.
 FE0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0779.See file dsdata.txt to determine how the superseded data were derived.
 FE0779
 FE0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE350380(NAD 83)
 FE0779_MARKER: DB = BENCH MARK DISK
 FE0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0779_SP_SET: SQUARE CONCRETE MONUMENT
 FE0779_STAMPING: F 65 1935
 FE0779_MARK LOGO: CGS   
 FE0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0779+STABILITY: SURFACE MOTION
 FE0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0779+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 FE0779
 FE0779  HISTORY     - Date     Condition        Report By
 FE0779  HISTORY     - 1935     MONUMENTED       CGS
 FE0779  HISTORY     - 1985     MARK NOT FOUND   NGS
 FE0779  HISTORY     - 1987     GOOD             LOCSUR
 FE0779  HISTORY     - 19870622 GOOD             LOCENG
 FE0779  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0779  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0779  HISTORY     - 20050303 GOOD             TVA
 FE0779
 FE0779                          STATION DESCRIPTION
 FE0779
 FE0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0779'AT BEMIS.
 FE0779'AT BEMIS, MADISON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 42
 FE0779'FEET EAST OF THE STATION, 0.5 MILE SOUTH OF A ROAD CROSSING, 30
 FE0779'FEET EAST OF THE TRACK, AND 10 FEET SOUTH OF A SIDEWALK.  A
 FE0779'STANDARD DISK, STAMPED F 65 1935 AND SET IN THE TOP OF A CONCRETE
 FE0779'POST.
 FE0779
 FE0779                          STATION RECOVERY (1985)
 FE0779
 FE0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE0779'MARK NOT FOUND.
 FE0779
 FE0779                          STATION RECOVERY (1987)
 FE0779
 FE0779'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 FE0779'RECOVERED IN GOOD CONDITION.
 FE0779
 FE0779                          STATION RECOVERY (1987)
 FE0779
 FE0779'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FE0779'RECOVERED IN GOOD CONDITION.
 FE0779
 FE0779                          STATION RECOVERY (2002)
 FE0779
 FE0779'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0779'ALL REFERENCES GONE.
 FE0779
 FE0779                          STATION RECOVERY (2002)
 FE0779
 FE0779'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0779'ALL REFERENCES GONE.
 FE0779
 FE0779                          STATION RECOVERY (2005)
 FE0779
 FE0779'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2005 (CDM)
 FE0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0694 ***********************************************************************
 FE0694  DESIGNATION -  F 66
 FE0694  PID         -  FE0694
 FE0694  STATE/COUNTY-  TN/GIBSON
 FE0694  USGS QUAD   -  MILAN (1983)
 FE0694
 FE0694                         *CURRENT SURVEY CONTROL
 FE0694  ___________________________________________________________________
 FE0694* NAD 83(1986)-  35 52 50.     (N)    088 45 32.     (W)     SCALED    
 FE0694* NAVD 88     -       139.409  (meters)     457.38   (feet)  ADJUSTED  
 FE0694  ___________________________________________________________________
 FE0694  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0694  DYNAMIC HT  -         139.288 (meters)     456.98  (feet)  COMP
 FE0694  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 FE0694
 FE0694  VERT ORDER  -  SECOND    CLASS 0
 FE0694
 FE0694.The horizontal coordinates were scaled from a topographic map and have
 FE0694.an estimated accuracy of +/- 6 seconds.
 FE0694
 FE0694.The orthometric height was determined by differential leveling
 FE0694.and adjusted by the National Geodetic Survey in June 1991..
 FE0694
 FE0694.The geoid height was determined by GEOID03.
 FE0694
 FE0694.The dynamic height is computed by dividing the NAVD 88
 FE0694.geopotential number by the normal gravity value computed on the
 FE0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0694.degrees latitude (g = 980.6199 gals.).
 FE0694
 FE0694.The modeled gravity was interpolated from observed gravity values.
 FE0694
 FE0694;                    North         East    Units  Estimated Accuracy
 FE0694;SPC TN       -   175,170.      350,920.      MT  (+/- 180 meters Scaled)
 FE0694
 FE0694                          SUPERSEDED SURVEY CONTROL
 FE0694
 FE0694  NGVD 29 (??/??/??)  139.462  (m)          457.55   (f) ADJUSTED    2 0
 FE0694
 FE0694.Superseded values are not recommended for survey control.
 FE0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0694.See file dsdata.txt to determine how the superseded data were derived.
 FE0694
 FE0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE412721(NAD 83)
 FE0694_MARKER: DB = BENCH MARK DISK
 FE0694_SETTING: 0 = UNSPECIFIED SETTING
 FE0694_STAMPING: F 66 1935
 FE0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0694
 FE0694  HISTORY     - Date     Condition        Report By
 FE0694  HISTORY     - 1935     MONUMENTED       CGS
 FE0694  HISTORY     - 1948     GOOD             CGS
 FE0694  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0694
 FE0694                          STATION DESCRIPTION
 FE0694
 FE0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0694'2.7 MI S FROM MILAN.
 FE0694'2.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0694'STATION AT MILAN, GIBSON COUNTY, 70 YARDS SOUTH OF MILEPOST C
 FE0694'451, AT A ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE
 FE0694'TRACK, AND 24 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 FE0694
 FE0694                          STATION RECOVERY (2002)
 FE0694
 FE0694'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0694'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1172 ***********************************************************************
 FE1172  DESIGNATION -  F 67
 FE1172  PID         -  FE1172
 FE1172  STATE/COUNTY-  TN/FAYETTE
 FE1172  USGS QUAD   -  MASON (1973)
 FE1172
 FE1172                         *CURRENT SURVEY CONTROL
 FE1172  ___________________________________________________________________
 FE1172* NAD 83(1986)-  35 22 45.     (N)    089 34 04.     (W)     SCALED    
 FE1172* NAVD 88     -        95.908  (meters)     314.66   (feet)  ADJUSTED  
 FE1172  ___________________________________________________________________
 FE1172  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1172  DYNAMIC HT  -          95.824 (meters)     314.38  (feet)  COMP
 FE1172  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 FE1172
 FE1172  VERT ORDER  -  SECOND    CLASS 0
 FE1172
 FE1172.The horizontal coordinates were scaled from a topographic map and have
 FE1172.an estimated accuracy of +/- 6 seconds.
 FE1172
 FE1172.The orthometric height was determined by differential leveling
 FE1172.and adjusted by the National Geodetic Survey in June 1991..
 FE1172
 FE1172.The geoid height was determined by GEOID03.
 FE1172
 FE1172.The dynamic height is computed by dividing the NAVD 88
 FE1172.geopotential number by the normal gravity value computed on the
 FE1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1172.degrees latitude (g = 980.6199 gals.).
 FE1172
 FE1172.The modeled gravity was interpolated from observed gravity values.
 FE1172
 FE1172;                    North         East    Units  Estimated Accuracy
 FE1172;SPC TN       -   121,940.      275,890.      MT  (+/- 180 meters Scaled)
 FE1172
 FE1172                          SUPERSEDED SURVEY CONTROL
 FE1172
 FE1172  NGVD 29 (??/??/??)   95.894  (m)          314.61   (f) ADJUSTED    2 0
 FE1172
 FE1172.Superseded values are not recommended for survey control.
 FE1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1172.See file dsdata.txt to determine how the superseded data were derived.
 FE1172
 FE1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE667181(NAD 83)
 FE1172_MARKER: DB = BENCH MARK DISK
 FE1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1172_STAMPING: F 67 1935
 FE1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1172+STABILITY: SURFACE MOTION
 FE1172
 FE1172  HISTORY     - Date     Condition        Report By
 FE1172  HISTORY     - 1935     MONUMENTED       CGS
 FE1172  HISTORY     - 20020529 MARK NOT FOUND   USACE
 FE1172
 FE1172                          STATION DESCRIPTION
 FE1172
 FE1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1172'AT BRADEN.
 FE1172'AT BRADEN, FAYETTE COUNTY ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 FE1172'ABOUT 200 FEET SOUTH OF THE STATION, AT THE NORTHWEST CORNER OF
 FE1172'A HOUSE YARD, AT THE CROSSING OF STATE HIGHWAY 59, ABOUT 150 FEET
 FE1172'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 50 FEET EAST OF
 FE1172'THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 67
 FE1172'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FE1172'ABOVE GROUND.
 FE1172
 FE1172                          STATION RECOVERY (2002)
 FE1172
 FE1172'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0353 ***********************************************************************
 FF0353  DESIGNATION -  F 68
 FF0353  PID         -  FF0353
 FF0353  STATE/COUNTY-  TN/SHELBY
 FF0353  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0353
 FF0353                         *CURRENT SURVEY CONTROL
 FF0353  ___________________________________________________________________
 FF0353* NAD 83(1986)-  35 09 16.     (N)    090 02 27.     (W)     SCALED    
 FF0353* NAVD 88     -        69.773  (meters)     228.91   (feet)  ADJUSTED  
 FF0353  ___________________________________________________________________
 FF0353  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0353  DYNAMIC HT  -          69.710 (meters)     228.71  (feet)  COMP
 FF0353  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF0353
 FF0353  VERT ORDER  -  SECOND    CLASS 0
 FF0353
 FF0353.The horizontal coordinates were scaled from a topographic map and have
 FF0353.an estimated accuracy of +/- 6 seconds.
 FF0353
 FF0353.The orthometric height was determined by differential leveling
 FF0353.and adjusted by the National Geodetic Survey in June 1991..
 FF0353
 FF0353.The geoid height was determined by GEOID03.
 FF0353
 FF0353.The dynamic height is computed by dividing the NAVD 88
 FF0353.geopotential number by the normal gravity value computed on the
 FF0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0353.degrees latitude (g = 980.6199 gals.).
 FF0353
 FF0353.The modeled gravity was interpolated from observed gravity values.
 FF0353
 FF0353;                    North         East    Units  Estimated Accuracy
 FF0353;SPC TN       -    98,700.      231,910.      MT  (+/- 180 meters Scaled)
 FF0353
 FF0353                          SUPERSEDED SURVEY CONTROL
 FF0353
 FF0353  NGVD 29 (??/??/??)   69.760  (m)          228.87   (f) ADJUSTED    2 0
 FF0353
 FF0353.Superseded values are not recommended for survey control.
 FF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0353.See file dsdata.txt to determine how the superseded data were derived.
 FF0353
 FF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695941(NAD 83)
 FF0353_MARKER: DB = BENCH MARK DISK
 FF0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0353_STAMPING: F 68 1935
 FF0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0353+STABILITY: SURFACE MOTION
 FF0353
 FF0353  HISTORY     - Date     Condition        Report By
 FF0353  HISTORY     - 1935     MONUMENTED       CGS
 FF0353  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0353
 FF0353                          STATION DESCRIPTION
 FF0353
 FF0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FF0353'AT MEMPHIS.
 FF0353'AT MEMPHIS, SHELBY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FF0353'RAILROAD, AT THE JACKSON STREET CROSSING, IN A TRIANGULAR PLOT
 FF0353'FORMED BY THE INTERSECTION OF JACKSON AND SEVENTH STREETS, AT THE
 FF0353'SOUTH SIDE OF A WATCHMAN TOWER, 30 FEET SOUTH OF THE CENTERLINE
 FF0353'OF THE TRACK, AND 10 FEET NORTH OF AN ABANDONED STANDARD OIL CO.
 FF0353'SERVICE STATION.  A STANDARD DISK, STAMPED F 68 1935 AND SET IN
 FF0353'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 FF0353'NOTE--CONSIDERABLE CHANGED IN STREET INTERSECTION AND SERVICE
 FF0353'STATION.
 FF0353
 FF0353                          STATION RECOVERY (1974)
 FF0353
 FF0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1341 ***********************************************************************
 FE1341  DESIGNATION -  F 69
 FE1341  PID         -  FE1341
 FE1341  STATE/COUNTY-  TN/TIPTON
 FE1341  USGS QUAD   -  BRIGHTON (1981)
 FE1341
 FE1341                         *CURRENT SURVEY CONTROL
 FE1341  ___________________________________________________________________
 FE1341* NAD 83(1986)-  35 29 01.     (N)    089 43 30.     (W)     SCALED    
 FE1341* NAVD 88     -       104.516  (meters)     342.90   (feet)  ADJUSTED  
 FE1341  ___________________________________________________________________
 FE1341  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1341  DYNAMIC HT  -         104.426 (meters)     342.60  (feet)  COMP
 FE1341  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 FE1341
 FE1341  VERT ORDER  -  SECOND    CLASS 0
 FE1341
 FE1341.The horizontal coordinates were scaled from a topographic map and have
 FE1341.an estimated accuracy of +/- 6 seconds.
 FE1341
 FE1341.The orthometric height was determined by differential leveling
 FE1341.and adjusted by the National Geodetic Survey in June 1991..
 FE1341.WARNING-Repeat measurements at this control monument indicate possible
 FE1341.vertical movement.
 FE1341
 FE1341.The geoid height was determined by GEOID03.
 FE1341
 FE1341.The dynamic height is computed by dividing the NAVD 88
 FE1341.geopotential number by the normal gravity value computed on the
 FE1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1341.degrees latitude (g = 980.6199 gals.).
 FE1341
 FE1341.The modeled gravity was interpolated from observed gravity values.
 FE1341
 FE1341;                    North         East    Units  Estimated Accuracy
 FE1341;SPC TN       -   134,060.      262,060.      MT  (+/- 180 meters Scaled)
 FE1341
 FE1341                          SUPERSEDED SURVEY CONTROL
 FE1341
 FE1341  NGVD 29 (??/??/??)  104.491  (m)          342.82   (f) ADJUSTED    2 0
 FE1341
 FE1341.Superseded values are not recommended for survey control.
 FE1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1341.See file dsdata.txt to determine how the superseded data were derived.
 FE1341
 FE1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE527300(NAD 83)
 FE1341_MARKER: DB = BENCH MARK DISK
 FE1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1341_STAMPING: F 69 1935
 FE1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1341+STABILITY: SURFACE MOTION
 FE1341
 FE1341  HISTORY     - Date     Condition        Report By
 FE1341  HISTORY     - 1935     MONUMENTED       CGS
 FE1341  HISTORY     - 1957     GOOD             CGS
 FE1341  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1341
 FE1341                          STATION DESCRIPTION
 FE1341
 FE1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1341'AT BRIGHTON.
 FE1341'AT BRIGHTON, ALONG THE ILLINOIS CENTRAL RAILROAD, 29 1/2 FEET
 FE1341'NORTHWEST OF THE NORTHWEST RAIL, 88 FEET WEST OF THE WEST
 FE1341'CORNER OF THE STATION BUILDING, 56 1/2 FEET NORTHWEST AND ACROSS
 FE1341'THE TRACK FROM SWITCH POST AT THE NORTHEAST END OF A CROSSOVER,
 FE1341'23 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK,
 FE1341'16 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF
 FE1341'A RAILROAD RAIL DRIVEN IN THE GROUND AT ABOUT A 60 DEGREE
 FE1341'ANGLE, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 FE1341'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE
 FE1341'SOUTHEAST SIDE OF THE DISK HAS BEEN HIT BY MACHINERY BUT MARK
 FE1341'APPEARS SOLID.
 FE1341
 FE1341                          STATION RECOVERY (1974)
 FE1341
 FE1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0041 ***********************************************************************
 FD0041  DESIGNATION -  F 7
 FD0041  PID         -  FD0041
 FD0041  STATE/COUNTY-  TN/COFFEE
 FD0041  USGS QUAD   -  FREDONIA (1976)
 FD0041
 FD0041                         *CURRENT SURVEY CONTROL
 FD0041  ___________________________________________________________________
 FD0041* NAD 83(1986)-  35 31 59.     (N)    086 01 26.     (W)     SCALED    
 FD0041* NAVD 88     -       338.858  (meters)    1111.74   (feet)  ADJUSTED  
 FD0041  ___________________________________________________________________
 FD0041  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0041  DYNAMIC HT  -         338.536 (meters)    1110.68  (feet)  COMP
 FD0041  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 FD0041
 FD0041  VERT ORDER  -  SECOND    CLASS 0
 FD0041
 FD0041.The horizontal coordinates were scaled from a topographic map and have
 FD0041.an estimated accuracy of +/- 6 seconds.
 FD0041
 FD0041.The orthometric height was determined by differential leveling
 FD0041.and adjusted by the National Geodetic Survey in June 1991..
 FD0041
 FD0041.The geoid height was determined by GEOID03.
 FD0041
 FD0041.The dynamic height is computed by dividing the NAVD 88
 FD0041.geopotential number by the normal gravity value computed on the
 FD0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0041.degrees latitude (g = 980.6199 gals.).
 FD0041
 FD0041.The modeled gravity was interpolated from observed gravity values.
 FD0041
 FD0041;                    North         East    Units  Estimated Accuracy
 FD0041;SPC TN       -   133,110.      597,830.      MT  (+/- 180 meters Scaled)
 FD0041
 FD0041                          SUPERSEDED SURVEY CONTROL
 FD0041
 FD0041  NGVD 29 (??/??/92)  338.858  (m)         1111.74   (f) ADJ UNCH    2 0
 FD0041
 FD0041.Superseded values are not recommended for survey control.
 FD0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0041.See file dsdata.txt to determine how the superseded data were derived.
 FD0041
 FD0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE884325(NAD 83)
 FD0041_MARKER: DB = BENCH MARK DISK
 FD0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0041_STAMPING: 1095.063 E 7 1930
 FD0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0041+STABILITY: SURFACE MOTION
 FD0041
 FD0041  HISTORY     - Date     Condition        Report By
 FD0041  HISTORY     - 1930     MONUMENTED       CGS
 FD0041  HISTORY     - 1934     GOOD             NGS
 FD0041
 FD0041                          STATION DESCRIPTION
 FD0041
 FD0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0041'5.1 MI NE FROM MANCHESTER.
 FD0041'5.1 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0041'LOUIS RAILWAY FROM MANCHESTER, COFFEE COUNTY, 30 FEET NORTHEAST
 FD0041'OF A ROAD CROSSING, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18
 FD0041'FEET NORTHEAST, AND 2 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD
 FD0041'DISK, STAMPED 1095.063 E 7 1930 AND SET IN THE TOP OF A CONCRETE
 FD0041'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1049 ***********************************************************************
 FE1049  DESIGNATION -  F 72
 FE1049  PID         -  FE1049
 FE1049  STATE/COUNTY-  TN/HARDEMAN
 FE1049  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1049
 FE1049                         *CURRENT SURVEY CONTROL
 FE1049  ___________________________________________________________________
 FE1049* NAD 83(1986)-  35 16 39.     (N)    089 01 35.     (W)     SCALED    
 FE1049* NAVD 88     -       139.209  (meters)     456.72   (feet)  ADJUSTED  
 FE1049  ___________________________________________________________________
 FE1049  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1049  DYNAMIC HT  -         139.080 (meters)     456.30  (feet)  COMP
 FE1049  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FE1049
 FE1049  VERT ORDER  -  SECOND    CLASS 0
 FE1049
 FE1049.The horizontal coordinates were scaled from a topographic map and have
 FE1049.an estimated accuracy of +/- 6 seconds.
 FE1049
 FE1049.The orthometric height was determined by differential leveling
 FE1049.and adjusted by the National Geodetic Survey in June 1991..
 FE1049
 FE1049.The geoid height was determined by GEOID03.
 FE1049
 FE1049.The dynamic height is computed by dividing the NAVD 88
 FE1049.geopotential number by the normal gravity value computed on the
 FE1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1049.degrees latitude (g = 980.6199 gals.).
 FE1049
 FE1049.The modeled gravity was interpolated from observed gravity values.
 FE1049
 FE1049;                    North         East    Units  Estimated Accuracy
 FE1049;SPC TN       -   109,010.      324,710.      MT  (+/- 180 meters Scaled)
 FE1049
 FE1049                          SUPERSEDED SURVEY CONTROL
 FE1049
 FE1049  NGVD 29 (??/??/??)  139.195  (m)          456.68   (f) ADJUSTED    2 0
 FE1049
 FE1049.Superseded values are not recommended for survey control.
 FE1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1049.See file dsdata.txt to determine how the superseded data were derived.
 FE1049
 FE1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE157057(NAD 83)
 FE1049_MARKER: DB = BENCH MARK DISK
 FE1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1049_STAMPING: F 72 1935
 FE1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1049+STABILITY: SURFACE MOTION
 FE1049
 FE1049  HISTORY     - Date     Condition        Report By
 FE1049  HISTORY     - 1935     MONUMENTED       CGS
 FE1049  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1049
 FE1049                          STATION DESCRIPTION
 FE1049
 FE1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1049'2.5 MI W FROM BOLIVAR.
 FE1049'2 1/2 MILES WEST OF BOLIVAR, 40 FT. SOUTH OF HIGHWAY 64, 2 1/2
 FE1049'MILES WEST OF BOLIVAR, 20 FT. WEST ENTRANCE TO HOSPITAL.
 FE1049
 FE1049                          STATION RECOVERY (2002)
 FE1049
 FE1049'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1049'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1050 ***********************************************************************
 FE1050  DESIGNATION -  F 72 RESET
 FE1050  PID         -  FE1050
 FE1050  STATE/COUNTY-  TN/HARDEMAN
 FE1050  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1050
 FE1050                         *CURRENT SURVEY CONTROL
 FE1050  ___________________________________________________________________
 FE1050* NAD 83(1986)-  35 16 39.     (N)    089 01 35.     (W)     SCALED    
 FE1050* NAVD 88     -       138.93   (+/-2cm)     455.8    (feet)  VERTCON   
 FE1050  ___________________________________________________________________
 FE1050  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1050
 FE1050  VERT ORDER  -  THIRD (See Below)
 FE1050
 FE1050.The horizontal coordinates were scaled from a topographic map and have
 FE1050.an estimated accuracy of +/- 6 seconds.
 FE1050
 FE1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1050.The vertical order pertains to the NGVD 29 superseded value.
 FE1050
 FE1050.The geoid height was determined by GEOID03.
 FE1050
 FE1050;                    North         East    Units  Estimated Accuracy
 FE1050;SPC TN       -   109,010.      324,710.      MT  (+/- 180 meters Scaled)
 FE1050
 FE1050                          SUPERSEDED SURVEY CONTROL
 FE1050
 FE1050  NGVD 29 (??/??/??)  138.92   (m)          455.8    (f) RESET       3  
 FE1050
 FE1050.Superseded values are not recommended for survey control.
 FE1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1050.See file dsdata.txt to determine how the superseded data were derived.
 FE1050
 FE1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE157057(NAD 83)
 FE1050_MARKER: DB = BENCH MARK DISK
 FE1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1050_STAMPING: F 72 1935 RESET 1956
 FE1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1050+STABILITY: SURFACE MOTION
 FE1050
 FE1050  HISTORY     - Date     Condition        Report By
 FE1050  HISTORY     - 1956     MONUMENTED       CGS
 FE1050  HISTORY     - 1957     GOOD             USGS
 FE1050  HISTORY     - 1987     POOR             USPSQD
 FE1050
 FE1050                          STATION DESCRIPTION
 FE1050
 FE1050'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1050'2.5 MI W FROM BOLIVAR.
 FE1050'2.5 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1050'PLANT AT BOLIVAR, HARDEMAN COUNTY, NEAR THE WESTERN STATE
 FE1050'HOSPITAL, 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 74 FEET
 FE1050'WEST OF THE CENTER OF THE MAIN ENTRANCE TO THE HOSPITAL.  A
 FE1050'STANDARD DISK, STAMPED F 72 1935 RESET 1956 AND SET IN THE TOP OF
 FE1050'A CONCRETE POST.
 FE1050
 FE1050                          STATION RECOVERY (1987)
 FE1050
 FE1050'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1050'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1022 ***********************************************************************
 FE1022  DESIGNATION -  F 73
 FE1022  PID         -  FE1022
 FE1022  STATE/COUNTY-  TN/FAYETTE
 FE1022  USGS QUAD   -  LACONIA (1983)
 FE1022
 FE1022                         *CURRENT SURVEY CONTROL
 FE1022  ___________________________________________________________________
 FE1022* NAD 83(1986)-  35 16 56.     (N)    089 21 40.     (W)     SCALED    
 FE1022* NAVD 88     -       127.507  (meters)     418.33   (feet)  ADJUSTED  
 FE1022  ___________________________________________________________________
 FE1022  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1022  DYNAMIC HT  -         127.391 (meters)     417.95  (feet)  COMP
 FE1022  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 FE1022
 FE1022  VERT ORDER  -  SECOND    CLASS 0
 FE1022
 FE1022.The horizontal coordinates were scaled from a topographic map and have
 FE1022.an estimated accuracy of +/- 6 seconds.
 FE1022
 FE1022.The orthometric height was determined by differential leveling
 FE1022.and adjusted by the National Geodetic Survey in June 1991..
 FE1022
 FE1022.The geoid height was determined by GEOID03.
 FE1022
 FE1022.The dynamic height is computed by dividing the NAVD 88
 FE1022.geopotential number by the normal gravity value computed on the
 FE1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1022.degrees latitude (g = 980.6199 gals.).
 FE1022
 FE1022.The modeled gravity was interpolated from observed gravity values.
 FE1022
 FE1022;                    North         East    Units  Estimated Accuracy
 FE1022;SPC TN       -   110,530.      294,290.      MT  (+/- 180 meters Scaled)
 FE1022
 FE1022                          SUPERSEDED SURVEY CONTROL
 FE1022
 FE1022  NGVD 29 (??/??/??)  127.491  (m)          418.28   (f) ADJUSTED    2 0
 FE1022
 FE1022.Superseded values are not recommended for survey control.
 FE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1022.See file dsdata.txt to determine how the superseded data were derived.
 FE1022
 FE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE852068(NAD 83)
 FE1022_MARKER: DB = BENCH MARK DISK
 FE1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1022_STAMPING: F 73 1935
 FE1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1022+STABILITY: SURFACE MOTION
 FE1022
 FE1022  HISTORY     - Date     Condition        Report By
 FE1022  HISTORY     - 1935     MONUMENTED       CGS
 FE1022  HISTORY     - 20020924 MARK NOT FOUND   USACE
 FE1022
 FE1022                          STATION DESCRIPTION
 FE1022
 FE1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1022'2.8 MI NW FROM SOMERVILLE.
 FE1022'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1022'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 90 FEET NORTH OF
 FE1022'JEFFERSON SCHOOL, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FE1022'20 FEET NORTH OF AN ELM TREE, AND 20 FEET SOUTH OF A RED OAK
 FE1022'TREE.  A STANDARD DISK, STAMPED F 73 1935 AND SET IN THE TOP OF A
 FE1022'CONCRETE POST.
 FE1022
 FE1022                          STATION RECOVERY (2002)
 FE1022
 FE1022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1022'OLD JEFFERSON SCHOOL TORN DOWN NEW SCHOOL BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1578 ***********************************************************************
 FE1578  DESIGNATION -  F 74
 FE1578  PID         -  FE1578
 FE1578  STATE/COUNTY-  TN/LAUDERDALE
 FE1578  USGS QUAD   -  OPEN LAKE (1983)
 FE1578
 FE1578                         *CURRENT SURVEY CONTROL
 FE1578  ___________________________________________________________________
 FE1578* NAD 83(1986)-  35 46 17.     (N)    089 38 44.     (W)     SCALED    
 FE1578* NAVD 88     -       145.549  (meters)     477.52   (feet)  ADJUSTED  
 FE1578  ___________________________________________________________________
 FE1578  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1578  DYNAMIC HT  -         145.424 (meters)     477.11  (feet)  COMP
 FE1578  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 FE1578
 FE1578  VERT ORDER  -  SECOND    CLASS 0
 FE1578
 FE1578.The horizontal coordinates were scaled from a topographic map and have
 FE1578.an estimated accuracy of +/- 6 seconds.
 FE1578
 FE1578.The orthometric height was determined by differential leveling
 FE1578.and adjusted by the National Geodetic Survey in June 1991..
 FE1578
 FE1578.The geoid height was determined by GEOID03.
 FE1578
 FE1578.The dynamic height is computed by dividing the NAVD 88
 FE1578.geopotential number by the normal gravity value computed on the
 FE1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1578.degrees latitude (g = 980.6199 gals.).
 FE1578
 FE1578.The modeled gravity was interpolated from observed gravity values.
 FE1578
 FE1578;                    North         East    Units  Estimated Accuracy
 FE1578;SPC TN       -   165,690.      270,450.      MT  (+/- 180 meters Scaled)
 FE1578
 FE1578                          SUPERSEDED SURVEY CONTROL
 FE1578
 FE1578  NGVD 29 (??/??/??)  145.535  (m)          477.48   (f) ADJUSTED    2 0
 FE1578
 FE1578.Superseded values are not recommended for survey control.
 FE1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1578.See file dsdata.txt to determine how the superseded data were derived.
 FE1578
 FE1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE608618(NAD 83)
 FE1578_MARKER: DB = BENCH MARK DISK
 FE1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1578+STABILITY: SURFACE MOTION
 FE1578
 FE1578  HISTORY     - Date     Condition        Report By
 FE1578  HISTORY     - 1935     MONUMENTED       CGS
 FE1578  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1578
 FE1578                          STATION DESCRIPTION
 FE1578
 FE1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1578'2.4 MI W FROM ARP.
 FE1578'2.4 MILES WEST ALONG STATE HIGHWAY 19 FROM THE GENERAL STORE AT
 FE1578'ARP, LAUDERDALE COUNTY, AT THE TOP OF A LONG HILL, 30 YARDS EAST
 FE1578'OF THE JUNCTION OF A T-ROAD LEADING SOUTH, 48 FEET SOUTH OF THE
 FE1578'CENTERLINE OF THE HIGHWAY, AND 9 FEET WEST OF AN 8 INCH WALNUT
 FE1578'TREE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0455 ***********************************************************************
 FF0455  DESIGNATION -  F 75
 FF0455  PID         -  FF0455
 FF0455  STATE/COUNTY-  TN/SHELBY
 FF0455  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0455
 FF0455                         *CURRENT SURVEY CONTROL
 FF0455  ___________________________________________________________________
 FF0455* NAD 83(1986)-  35 07 10.     (N)    090 03 42.     (W)     SCALED    
 FF0455* NAVD 88     -        85.235  (meters)     279.64   (feet)  ADJUSTED  
 FF0455  ___________________________________________________________________
 FF0455  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0455  DYNAMIC HT  -          85.157 (meters)     279.39  (feet)  COMP
 FF0455  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 FF0455
 FF0455  VERT ORDER  -  FIRST     CLASS I
 FF0455
 FF0455.The horizontal coordinates were scaled from a topographic map and have
 FF0455.an estimated accuracy of +/- 6 seconds.
 FF0455
 FF0455.The orthometric height was determined by differential leveling
 FF0455.and adjusted by the National Geodetic Survey in June 1991..
 FF0455
 FF0455.The geoid height was determined by GEOID03.
 FF0455
 FF0455.The dynamic height is computed by dividing the NAVD 88
 FF0455.geopotential number by the normal gravity value computed on the
 FF0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0455.degrees latitude (g = 980.6199 gals.).
 FF0455
 FF0455.The modeled gravity was interpolated from observed gravity values.
 FF0455
 FF0455;                    North         East    Units  Estimated Accuracy
 FF0455;SPC TN       -    94,900.      229,850.      MT  (+/- 180 meters Scaled)
 FF0455
 FF0455                          SUPERSEDED SURVEY CONTROL
 FF0455
 FF0455  NGVD 29 (??/??/??)   85.213  (m)          279.57   (f) ADJUSTED    1 1
 FF0455
 FF0455.Superseded values are not recommended for survey control.
 FF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0455.See file dsdata.txt to determine how the superseded data were derived.
 FF0455
 FF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU677902(NAD 83)
 FF0455_MARKER: DB = BENCH MARK DISK
 FF0455_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FF0455_SP_SET: BRICK BUILDING FACE
 FF0455_STAMPING: F 75 1956
 FF0455_MARK LOGO: CGS   
 FF0455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0455+STABILITY: SURFACE MOTION
 FF0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0455+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0455
 FF0455  HISTORY     - Date     Condition        Report By
 FF0455  HISTORY     - 1956     MONUMENTED       CGS
 FF0455  HISTORY     - 1974     GOOD             NGS
 FF0455  HISTORY     - 1976     GOOD             NGS
 FF0455  HISTORY     - 1983     GOOD             NGS
 FF0455  HISTORY     - 19950625 GOOD             TN1620
 FF0455  HISTORY     - 20001128 GOOD             USE
 FF0455  HISTORY     - 20021029 GOOD             USACE
 FF0455
 FF0455                          STATION DESCRIPTION
 FF0455
 FF0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0455'AT MEMPHIS.
 FF0455'AT MEMPHIS, 0.35 MILE SOUTH ALONG FLORIDA STREET FROM THE INTERSECTION
 FF0455'WITH CRUMP BOULEVARD, AT THE SUPERIOR MANUFACTURING CORPORATION
 FF0455'AND STERLING CHEMICAL COMPANY TWO STORY BRICK BUILDING 1054,
 FF0455'12 FEET SOUTH OF THE CENTER LINE OF DAKOTA PL LEADING EAST,
 FF0455'25.5 FEET EAST OF THE EAST CURB OF FLORIDA STREET, 1.4 FEET
 FF0455'EAST OF THE NORTHWEST CORNER, SET VERTICALLY IN THE NORTH FACE
 FF0455'OF BRICK BUILDING AND 2.3 FEET ABOVE LEVEL OF STREET.
 FF0455
 FF0455                          STATION RECOVERY (1976)
 FF0455
 FF0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0455'RECOVERED IN GOOD CONDITION.
 FF0455
 FF0455                          STATION RECOVERY (1983)
 FF0455
 FF0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0455'RECOVERED IN GOOD CONDITION.
 FF0455
 FF0455                          STATION RECOVERY (1995)
 FF0455
 FF0455'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0455'RECOVERED IN GOOD CONDITION.
 FF0455
 FF0455                          STATION RECOVERY (2000)
 FF0455
 FF0455'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0455'RECOVERED IN GOOD CONDITION.
 FF0455
 FF0455                          STATION RECOVERY (2002)
 FF0455
 FF0455'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0527 ***********************************************************************
 FC0527  DESIGNATION -  F 77
 FC0527  PID         -  FC0527
 FC0527  STATE/COUNTY-  TN/MCMINN
 FC0527  USGS QUAD   -  ATHENS (1990)
 FC0527
 FC0527                         *CURRENT SURVEY CONTROL
 FC0527  ___________________________________________________________________
 FC0527* NAD 83(1986)-  35 29 25.     (N)    084 34 37.     (W)     SCALED    
 FC0527* NAVD 88     -       282.140  (meters)     925.65   (feet)  ADJUSTED  
 FC0527  ___________________________________________________________________
 FC0527  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FC0527  DYNAMIC HT  -         281.863 (meters)     924.75  (feet)  COMP
 FC0527  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 FC0527
 FC0527  VERT ORDER  -  FIRST     CLASS I
 FC0527
 FC0527.The horizontal coordinates were scaled from a topographic map and have
 FC0527.an estimated accuracy of +/- 6 seconds.
 FC0527
 FC0527.The orthometric height was determined by differential leveling
 FC0527.and adjusted by the National Geodetic Survey in June 1991..
 FC0527
 FC0527.The geoid height was determined by GEOID03.
 FC0527
 FC0527.The dynamic height is computed by dividing the NAVD 88
 FC0527.geopotential number by the normal gravity value computed on the
 FC0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0527.degrees latitude (g = 980.6199 gals.).
 FC0527
 FC0527.The modeled gravity was interpolated from observed gravity values.
 FC0527
 FC0527;                    North         East    Units  Estimated Accuracy
 FC0527;SPC TN       -   129,300.      729,120.      MT  (+/- 180 meters Scaled)
 FC0527
 FC0527                          SUPERSEDED SURVEY CONTROL
 FC0527
 FC0527  NGVD 29 (??/??/92)  282.199  (m)          925.85   (f) ADJ UNCH    1 1
 FC0527
 FC0527.Superseded values are not recommended for survey control.
 FC0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0527.See file dsdata.txt to determine how the superseded data were derived.
 FC0527
 FC0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE198301(NAD 83)
 FC0527_MARKER: DB = BENCH MARK DISK
 FC0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0527_SP_SET: BRIDGE
 FC0527_STAMPING: F 77 1934
 FC0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0527
 FC0527  HISTORY     - Date     Condition        Report By
 FC0527  HISTORY     - 1934     MONUMENTED       CGS
 FC0527  HISTORY     - 1968     GOOD             NGS
 FC0527
 FC0527                          STATION DESCRIPTION
 FC0527
 FC0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0527'4 MI NE FROM ATHENS.
 FC0527'ABOUT 3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 FC0527'INTERSECTION OF STATE HIGHWAY 30 AT ATHENS, THENCE ABOUT 0.1 MILE
 FC0527'SOUTH ALONG BUSINESS ROUTE U.S. HIGHWAY 11, ALSO ABOUT 3.7 MILES
 FC0527'NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT ATHENS,
 FC0527'ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 182, SET IN THE TOP OF THE
 FC0527'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE RAILWAY OVERPASS
 FC0527'OVER THE HIGHWAY, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND
 FC0527'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1376 ***********************************************************************
 GB1376  DESIGNATION -  F 78
 GB1376  PID         -  GB1376
 GB1376  STATE/COUNTY-  TN/PICKETT
 GB1376  USGS QUAD   -  MOODYVILLE (1962)
 GB1376
 GB1376                         *CURRENT SURVEY CONTROL
 GB1376  ___________________________________________________________________
 GB1376* NAD 83(1986)-  36 35 59.     (N)    085 03 24.     (W)     SCALED    
 GB1376* NAVD 88     -       303.368  (meters)     995.30   (feet)  ADJUSTED  
 GB1376  ___________________________________________________________________
 GB1376  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB1376  DYNAMIC HT  -         303.105 (meters)     994.44  (feet)  COMP
 GB1376  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 GB1376
 GB1376  VERT ORDER  -  SECOND    CLASS 0
 GB1376
 GB1376.The horizontal coordinates were scaled from a topographic map and have
 GB1376.an estimated accuracy of +/- 6 seconds.
 GB1376
 GB1376.The orthometric height was determined by differential leveling
 GB1376.and adjusted by the National Geodetic Survey in June 1991..
 GB1376
 GB1376.The geoid height was determined by GEOID03.
 GB1376
 GB1376.The dynamic height is computed by dividing the NAVD 88
 GB1376.geopotential number by the normal gravity value computed on the
 GB1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1376.degrees latitude (g = 980.6199 gals.).
 GB1376
 GB1376.The modeled gravity was interpolated from observed gravity values.
 GB1376
 GB1376;                    North         East    Units  Estimated Accuracy
 GB1376;SPC TN       -   251,870.      684,410.      MT  (+/- 180 meters Scaled)
 GB1376
 GB1376                          SUPERSEDED SURVEY CONTROL
 GB1376
 GB1376  NGVD 29 (??/??/92)  303.493  (m)          995.71   (f) ADJ UNCH    2 0
 GB1376
 GB1376.Superseded values are not recommended for survey control.
 GB1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1376.See file dsdata.txt to determine how the superseded data were derived.
 GB1376
 GB1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF738522(NAD 83)
 GB1376_MARKER: DB = BENCH MARK DISK
 GB1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1376_STAMPING: F 78 1935
 GB1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1376+STABILITY: SURFACE MOTION
 GB1376
 GB1376  HISTORY     - Date     Condition        Report By
 GB1376  HISTORY     - 1935     MONUMENTED       CGS
 GB1376
 GB1376                          STATION DESCRIPTION
 GB1376
 GB1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1376'2.7 MI SE FROM STATIC.
 GB1376'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 GB1376'AT STATIC, PICKETT COUNTY, DIRECTLY EAST OF A TWO-STORY FARMHOUSE
 GB1376'LOCATED ABOUT 200 YARDS WEST OF THE HIGHWAY, 67 FEET SOUTH OF
 GB1376'THE SOUTH END OF A LARGE BARN, 30 FEET WEST OF THE CENTERLINE
 GB1376'OF THE HIGHWAY, AND 3 FEET EAST OF A BARBED-WIRE FENCE.  A
 GB1376'STANDARD DISK, STAMPED F 78 1935 AND SET IN THE TOP OF A CONCRETE
 GB1376'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1005 ***********************************************************************
 FC1005  DESIGNATION -  F 8
 FC1005  PID         -  FC1005
 FC1005  STATE/COUNTY-  TN/CUMBERLAND
 FC1005  USGS QUAD   -  PLEASANT HILL (1976)
 FC1005
 FC1005                         *CURRENT SURVEY CONTROL
 FC1005  ___________________________________________________________________
 FC1005* NAD 83(1986)-  35 58 15.     (N)    085 09 20.     (W)     SCALED    
 FC1005* NAVD 88     -       510.655  (meters)    1675.37   (feet)  ADJUSTED  
 FC1005  ___________________________________________________________________
 FC1005  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FC1005  DYNAMIC HT  -         510.177 (meters)    1673.81  (feet)  COMP
 FC1005  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 FC1005
 FC1005  VERT ORDER  -  SECOND    CLASS 0
 FC1005
 FC1005.The horizontal coordinates were scaled from a topographic map and have
 FC1005.an estimated accuracy of +/- 6 seconds.
 FC1005
 FC1005.The orthometric height was determined by differential leveling
 FC1005.and adjusted by the National Geodetic Survey in June 1991..
 FC1005
 FC1005.The geoid height was determined by GEOID03.
 FC1005
 FC1005.The dynamic height is computed by dividing the NAVD 88
 FC1005.geopotential number by the normal gravity value computed on the
 FC1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1005.degrees latitude (g = 980.6199 gals.).
 FC1005
 FC1005.The modeled gravity was interpolated from observed gravity values.
 FC1005
 FC1005;                    North         East    Units  Estimated Accuracy
 FC1005;SPC TN       -   182,010.      676,160.      MT  (+/- 180 meters Scaled)
 FC1005
 FC1005                          SUPERSEDED SURVEY CONTROL
 FC1005
 FC1005  NGVD 29 (??/??/92)  510.706  (m)         1675.54   (f) ADJ UNCH    2 0
 FC1005
 FC1005.Superseded values are not recommended for survey control.
 FC1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1005.See file dsdata.txt to determine how the superseded data were derived.
 FC1005
 FC1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE663822(NAD 83)
 FC1005_MARKER: DB = BENCH MARK DISK
 FC1005_SETTING: 66 = SET IN ROCK OUTCROP
 FC1005_SP_SET: ROCK LEDGE
 FC1005_STAMPING: 1675.712 F 8 1931
 FC1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1005+STABILITY: POSITION/ELEVATION WELL
 FC1005
 FC1005  HISTORY     - Date     Condition        Report By
 FC1005  HISTORY     - 1931     MONUMENTED       CGS
 FC1005  HISTORY     - 1934     GOOD             NGS
 FC1005
 FC1005                          STATION DESCRIPTION
 FC1005
 FC1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1005'2.7 MI W FROM POMONA.
 FC1005'2.7 MILES WEST ALONG U.S. HIGHWAY 70 A FROM POMONA, CUMBERLAND
 FC1005'COUNTY, 170 YARDS WEST OF A CONCRETE BRIDGE OVER LITTLE CANEY FORK,
 FC1005'50 YARDS EAST OF THE STORE AND FILLING STATION AT THE RIVER SIDE
 FC1005'TOURIST CAMP, IN A ROCK LEDGE, 46 FEET NORTH OF THE CENTERLINE OF
 FC1005'THE HIGHWAY, AND 3 FEET FROM THE NORTH EDGE OF THE CLIFF AT THE
 FC1005'RIVER BANK.  A STANDARD DISK, STAMPED 1675.712 F 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1969 ***********************************************************************
 GB1969  DESIGNATION -  F 80
 GB1969  PID         -  GB1969
 GB1969  STATE/COUNTY-  TN/MACON
 GB1969  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB1969
 GB1969                         *CURRENT SURVEY CONTROL
 GB1969  ___________________________________________________________________
 GB1969* NAD 83(1986)-  36 31 08.     (N)    085 51 38.     (W)     SCALED    
 GB1969* NAVD 88     -       290.610  (meters)     953.44   (feet)  ADJUSTED  
 GB1969  ___________________________________________________________________
 GB1969  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB1969  DYNAMIC HT  -         290.363 (meters)     952.63  (feet)  COMP
 GB1969  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 GB1969
 GB1969  VERT ORDER  -  SECOND    CLASS 0
 GB1969
 GB1969.The horizontal coordinates were scaled from a topographic map and have
 GB1969.an estimated accuracy of +/- 6 seconds.
 GB1969
 GB1969.The orthometric height was determined by differential leveling
 GB1969.and adjusted by the National Geodetic Survey in June 1991..
 GB1969
 GB1969.The geoid height was determined by GEOID03.
 GB1969
 GB1969.The dynamic height is computed by dividing the NAVD 88
 GB1969.geopotential number by the normal gravity value computed on the
 GB1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1969.degrees latitude (g = 980.6199 gals.).
 GB1969
 GB1969.The modeled gravity was interpolated from observed gravity values.
 GB1969
 GB1969;                    North         East    Units  Estimated Accuracy
 GB1969;SPC TN       -   242,500.      612,490.      MT  (+/- 180 meters Scaled)
 GB1969
 GB1969                          SUPERSEDED SURVEY CONTROL
 GB1969
 GB1969  NGVD 29 (??/??/92)  290.706  (m)          953.76   (f) ADJ UNCH    2 0
 GB1969
 GB1969.Superseded values are not recommended for survey control.
 GB1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1969.See file dsdata.txt to determine how the superseded data were derived.
 GB1969
 GB1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF020421(NAD 83)
 GB1969_MARKER: DB = BENCH MARK DISK
 GB1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1969_STAMPING: F 80 1935
 GB1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1969+STABILITY: SURFACE MOTION
 GB1969
 GB1969  HISTORY     - Date     Condition        Report By
 GB1969  HISTORY     - 1935     MONUMENTED       CGS
 GB1969
 GB1969                          STATION DESCRIPTION
 GB1969
 GB1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1969'1.1 MI W FROM RED BOILING SPRINGS.
 GB1969'1.1 MILES WEST ALONG STATE HIGHWAY 52 FROM RED BOILING SPRINGS,
 GB1969'MACON COUNTY, 48 YARDS SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 GB1969'56, 25 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 56, 5 FEET
 GB1969'EAST OF A STOP SIGN, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GB1969'DISK, STAMPED F 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1011 ***********************************************************************
 FC1011  DESIGNATION -  F 81
 FC1011  PID         -  FC1011
 FC1011  STATE/COUNTY-  TN/WHITE
 FC1011  USGS QUAD   -  SPARTA (1979)
 FC1011
 FC1011                         *CURRENT SURVEY CONTROL
 FC1011  ___________________________________________________________________
 FC1011* NAD 83(1986)-  35 55 54.     (N)    085 28 30.     (W)     SCALED    
 FC1011* NAVD 88     -       281.909  (meters)     924.90   (feet)  ADJUSTED  
 FC1011  ___________________________________________________________________
 FC1011  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FC1011  DYNAMIC HT  -         281.656 (meters)     924.07  (feet)  COMP
 FC1011  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FC1011
 FC1011  VERT ORDER  -  SECOND    CLASS 0
 FC1011
 FC1011.The horizontal coordinates were scaled from a topographic map and have
 FC1011.an estimated accuracy of +/- 6 seconds.
 FC1011
 FC1011.The orthometric height was determined by differential leveling
 FC1011.and adjusted by the National Geodetic Survey in June 1991..
 FC1011
 FC1011.The geoid height was determined by GEOID03.
 FC1011
 FC1011.The dynamic height is computed by dividing the NAVD 88
 FC1011.geopotential number by the normal gravity value computed on the
 FC1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1011.degrees latitude (g = 980.6199 gals.).
 FC1011
 FC1011.The modeled gravity was interpolated from observed gravity values.
 FC1011
 FC1011;                    North         East    Units  Estimated Accuracy
 FC1011;SPC TN       -   177,460.      647,370.      MT  (+/- 180 meters Scaled)
 FC1011
 FC1011                          SUPERSEDED SURVEY CONTROL
 FC1011
 FC1011  NGVD 29 (??/??/92)  281.976  (m)          925.12   (f) ADJ UNCH    2 0
 FC1011
 FC1011.Superseded values are not recommended for survey control.
 FC1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1011.See file dsdata.txt to determine how the superseded data were derived.
 FC1011
 FC1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE375774(NAD 83)
 FC1011_MARKER: DB = BENCH MARK DISK
 FC1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1011_STAMPING: F 81 1935
 FC1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1011+STABILITY: SURFACE MOTION
 FC1011
 FC1011  HISTORY     - Date     Condition        Report By
 FC1011  HISTORY     - 1935     MONUMENTED       CGS
 FC1011  HISTORY     - 1950     GOOD             NGS
 FC1011
 FC1011                          STATION DESCRIPTION
 FC1011
 FC1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1011'AT SPARTA.
 FC1011'AT SPARTA, WHITE COUNTY, ON STATE HIGHWAY 42, 39 YARDS NORTHEAST
 FC1011'OF THE INTERSECTION OF U.S. HIGHWAY 70, 25 FEET NORTHWEST OF THE
 FC1011'NORTHWEST CORNER OF A SERVICE STATION, 28 FEET EAST OF THE
 FC1011'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 FC1011'A STANDARD DISK, STAMPED F 81 1935 AND SET IN THE TOP OF A
 FC1011'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1981 ***********************************************************************
 GB1981  DESIGNATION -  F 82
 GB1981  PID         -  GB1981
 GB1981  STATE/COUNTY-  TN/CLAY
 GB1981  USGS QUAD   -  CELINA (1981)
 GB1981
 GB1981                         *CURRENT SURVEY CONTROL
 GB1981  ___________________________________________________________________
 GB1981* NAD 83(1986)-  36 35 32.     (N)    085 37 28.     (W)     SCALED    
 GB1981* NAVD 88     -       319.459  (meters)    1048.09   (feet)  ADJUSTED  
 GB1981  ___________________________________________________________________
 GB1981  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB1981  DYNAMIC HT  -         319.185 (meters)    1047.19  (feet)  COMP
 GB1981  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GB1981
 GB1981  VERT ORDER  -  SECOND    CLASS 0
 GB1981
 GB1981.The horizontal coordinates were scaled from a topographic map and have
 GB1981.an estimated accuracy of +/- 6 seconds.
 GB1981
 GB1981.The orthometric height was determined by differential leveling
 GB1981.and adjusted by the National Geodetic Survey in June 1991..
 GB1981
 GB1981.The geoid height was determined by GEOID03.
 GB1981
 GB1981.The dynamic height is computed by dividing the NAVD 88
 GB1981.geopotential number by the normal gravity value computed on the
 GB1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1981.degrees latitude (g = 980.6199 gals.).
 GB1981
 GB1981.The modeled gravity was interpolated from observed gravity values.
 GB1981
 GB1981;                    North         East    Units  Estimated Accuracy
 GB1981;SPC TN       -   250,700.      633,610.      MT  (+/- 180 meters Scaled)
 GB1981
 GB1981                          SUPERSEDED SURVEY CONTROL
 GB1981
 GB1981  NGVD 29 (??/??/92)  319.569  (m)         1048.45   (f) ADJ UNCH    2 0
 GB1981
 GB1981.Superseded values are not recommended for survey control.
 GB1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1981.See file dsdata.txt to determine how the superseded data were derived.
 GB1981
 GB1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF230505(NAD 83)
 GB1981_MARKER: DB = BENCH MARK DISK
 GB1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1981_STAMPING: F 82 1935
 GB1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1981+STABILITY: SURFACE MOTION
 GB1981
 GB1981  HISTORY     - Date     Condition        Report By
 GB1981  HISTORY     - 1935     MONUMENTED       CGS
 GB1981  HISTORY     - 20021118 MARK NOT FOUND   TNDT
 GB1981
 GB1981                          STATION DESCRIPTION
 GB1981
 GB1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1981'0.4 MI W FROM MOSS.
 GB1981'0.4 MILE WEST ALONG STATE HIGHWAY 52 FROM MOSS, CLAY COUNTY,
 GB1981'36 YARDS SOUTHEAST OF A HOUSE WITH A LARGE BRICK CHIMNEY, 29.5
 GB1981'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTHEAST
 GB1981'OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 GB1981'DISK, STAMPED F 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1981
 GB1981                          STATION RECOVERY (2002)
 GB1981
 GB1981'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GB1981'A PARKING LOT COVERS THE AREA OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0224 ***********************************************************************
 GC0224  DESIGNATION -  F 83
 GC0224  PID         -  GC0224
 GC0224  STATE/COUNTY-  TN/TROUSDALE
 GC0224  USGS QUAD   -  HARTSVILLE (1994)
 GC0224
 GC0224                         *CURRENT SURVEY CONTROL
 GC0224  ___________________________________________________________________
 GC0224* NAD 83(1986)-  36 23 13.     (N)    086 08 14.     (W)     SCALED    
 GC0224* NAVD 88     -       166.391  (meters)     545.90   (feet)  ADJUSTED  
 GC0224  ___________________________________________________________________
 GC0224  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC0224  DYNAMIC HT  -         166.255 (meters)     545.45  (feet)  COMP
 GC0224  MODELED GRAV-     979,808.6   (mgal)                       NAVD 88
 GC0224
 GC0224  VERT ORDER  -  SECOND    CLASS 0
 GC0224
 GC0224.The horizontal coordinates were scaled from a topographic map and have
 GC0224.an estimated accuracy of +/- 6 seconds.
 GC0224
 GC0224.The orthometric height was determined by differential leveling
 GC0224.and adjusted by the National Geodetic Survey in June 1991..
 GC0224
 GC0224.The geoid height was determined by GEOID03.
 GC0224
 GC0224.The dynamic height is computed by dividing the NAVD 88
 GC0224.geopotential number by the normal gravity value computed on the
 GC0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0224.degrees latitude (g = 980.6199 gals.).
 GC0224
 GC0224.The modeled gravity was interpolated from observed gravity values.
 GC0224
 GC0224;                    North         East    Units  Estimated Accuracy
 GC0224;SPC TN       -   227,860.      587,690.      MT  (+/- 180 meters Scaled)
 GC0224
 GC0224                          SUPERSEDED SURVEY CONTROL
 GC0224
 GC0224  NGVD 29 (??/??/92)  166.467  (m)          546.15   (f) ADJ UNCH    2 0
 GC0224
 GC0224.Superseded values are not recommended for survey control.
 GC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0224.See file dsdata.txt to determine how the superseded data were derived.
 GC0224
 GC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF773272(NAD 83)
 GC0224_MARKER: DB = BENCH MARK DISK
 GC0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0224_STAMPING: F 83 1935
 GC0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0224+STABILITY: SURFACE MOTION
 GC0224
 GC0224  HISTORY     - Date     Condition        Report By
 GC0224  HISTORY     - 1935     MONUMENTED       CGS
 GC0224  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0224
 GC0224                          STATION DESCRIPTION
 GC0224
 GC0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0224'1.7 MI E FROM HARTSVILLE.
 GC0224'1.7 MILES EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0224'HARTSVILLE, TROUSDALE COUNTY, 24 YARDS SOUTHEAST OF THE
 GC0224'INTERSECTION OF STATE HIGHWAY 25, 27 FEET WEST OF THE CENTERLINE
 GC0224'OF A PRIVATE DRIVEWAY, 25.5 FEET SOUTH OF THE CENTERLINE OF STATE
 GC0224'HIGHWAY 25, 1 FOOT NORTHEAST OF A BOARD FENCE, AND LEVEL WITH
 GC0224'THE HIGHWAY.  A STANDARD DISK, STAMPED F 83 1935 AND SET IN THE
 GC0224'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1798 ***********************************************************************
 GB1798  DESIGNATION -  F 84
 GB1798  PID         -  GB1798
 GB1798  STATE/COUNTY-  TN/PUTNAM
 GB1798  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1798
 GB1798                         *CURRENT SURVEY CONTROL
 GB1798  ___________________________________________________________________
 GB1798* NAD 83(1986)-  36 10 12.     (N)    085 34 04.     (W)     SCALED    
 GB1798* NAVD 88     -       309.650  (meters)    1015.91   (feet)  ADJUSTED  
 GB1798  ___________________________________________________________________
 GB1798  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GB1798  DYNAMIC HT  -         309.373 (meters)    1015.00  (feet)  COMP
 GB1798  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 GB1798
 GB1798  VERT ORDER  -  SECOND    CLASS 0
 GB1798
 GB1798.The horizontal coordinates were scaled from a topographic map and have
 GB1798.an estimated accuracy of +/- 6 seconds.
 GB1798
 GB1798.The orthometric height was determined by differential leveling
 GB1798.and adjusted by the National Geodetic Survey in June 1991..
 GB1798
 GB1798.The geoid height was determined by GEOID03.
 GB1798
 GB1798.The dynamic height is computed by dividing the NAVD 88
 GB1798.geopotential number by the normal gravity value computed on the
 GB1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1798.degrees latitude (g = 980.6199 gals.).
 GB1798
 GB1798.The modeled gravity was interpolated from observed gravity values.
 GB1798
 GB1798;                    North         East    Units  Estimated Accuracy
 GB1798;SPC TN       -   203,860.      638,890.      MT  (+/- 180 meters Scaled)
 GB1798
 GB1798                          SUPERSEDED SURVEY CONTROL
 GB1798
 GB1798  NGVD 29 (??/??/92)  309.725  (m)         1016.16   (f) ADJ UNCH    2 0
 GB1798
 GB1798.Superseded values are not recommended for survey control.
 GB1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1798.See file dsdata.txt to determine how the superseded data were derived.
 GB1798
 GB1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF288037(NAD 83)
 GB1798_MARKER: DB = BENCH MARK DISK
 GB1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1798_STAMPING: F 84 1935
 GB1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1798+STABILITY: SURFACE MOTION
 GB1798
 GB1798  HISTORY     - Date     Condition        Report By
 GB1798  HISTORY     - 1935     MONUMENTED       CGS
 GB1798
 GB1798                          STATION DESCRIPTION
 GB1798
 GB1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1798'1.7 MI E FROM DOUBLE SPRINGS.
 GB1798'1.7 MILES EAST ALONG THE TENNESEE CENTRAL RAILWAY FROM THE
 GB1798'STATION AT DOUBLE SPRINGS, PUTNAM COUNTY, 40 FEET SOUTHEAST OF
 GB1798'THE INTERSECTION OF THE SOUTH RAIL WITH THE CENTERLINE OF A
 GB1798'DIRT ROAD, 22 FEET EAST OF A WOODEN GUARD FENCE, 16 FEET SOUTH OF
 GB1798'THE SOUTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 GB1798'DISK, STAMPED F 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0159 ***********************************************************************
 GC0159  DESIGNATION -  F 85
 GC0159  PID         -  GC0159
 GC0159  STATE/COUNTY-  TN/WILSON
 GC0159  USGS QUAD   -  MARTHA (1975)
 GC0159
 GC0159                         *CURRENT SURVEY CONTROL
 GC0159  ___________________________________________________________________
 GC0159* NAD 83(1986)-  36 12 22.     (N)    086 27 33.     (W)     SCALED    
 GC0159* NAVD 88     -       162.498  (meters)     533.13   (feet)  ADJUSTED  
 GC0159  ___________________________________________________________________
 GC0159  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0159  DYNAMIC HT  -         162.361 (meters)     532.68  (feet)  COMP
 GC0159  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GC0159
 GC0159  VERT ORDER  -  SECOND    CLASS 0
 GC0159
 GC0159.The horizontal coordinates were scaled from a topographic map and have
 GC0159.an estimated accuracy of +/- 6 seconds.
 GC0159
 GC0159.The orthometric height was determined by differential leveling
 GC0159.and adjusted by the National Geodetic Survey in June 1991..
 GC0159
 GC0159.The geoid height was determined by GEOID03.
 GC0159
 GC0159.The dynamic height is computed by dividing the NAVD 88
 GC0159.geopotential number by the normal gravity value computed on the
 GC0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0159.degrees latitude (g = 980.6199 gals.).
 GC0159
 GC0159.The modeled gravity was interpolated from observed gravity values.
 GC0159
 GC0159;                    North         East    Units  Estimated Accuracy
 GC0159;SPC TN       -   207,880.      558,710.      MT  (+/- 180 meters Scaled)
 GC0159
 GC0159                          SUPERSEDED SURVEY CONTROL
 GC0159
 GC0159  NGVD 29 (??/??/92)  162.550  (m)          533.30   (f) ADJ UNCH    2 0
 GC0159
 GC0159.Superseded values are not recommended for survey control.
 GC0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0159.See file dsdata.txt to determine how the superseded data were derived.
 GC0159
 GC0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF486069(NAD 83)
 GC0159_MARKER: DB = BENCH MARK DISK
 GC0159_SETTING: 66 = SET IN ROCK OUTCROP
 GC0159_SP_SET: ROCK OUTCROP
 GC0159_STAMPING: F 85 1935
 GC0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0159+STABILITY: POSITION/ELEVATION WELL
 GC0159
 GC0159  HISTORY     - Date     Condition        Report By
 GC0159  HISTORY     - 1935     MONUMENTED       CGS
 GC0159
 GC0159                          STATION DESCRIPTION
 GC0159
 GC0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0159'AT BECKWITH.
 GC0159'AT BECKWITH, WILSON COUNTY, 200 YARDS SOUTHWEST OF THE
 GC0159'TENNESSEE CENTRAL RAILWAY STATION, 45 FEET SOUTH OF THE
 GC0159'CENTERLINE OF A DIRT ROAD, 31 FEET SOUTHEAST OF THE SOUTHEAST
 GC0159'RAIL, 6 FEET NORTHEAST OF A CATTLE GUARD FENCE, IN THE TOP OF A
 GC0159'LARGE ROCK OUTCROP, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 GC0159'STAMPED F 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0145 ***********************************************************************
 GC0145  DESIGNATION -  F 86
 GC0145  PID         -  GC0145
 GC0145  STATE/COUNTY-  TN/SUMNER
 GC0145  USGS QUAD   -  BETHPAGE (1994)
 GC0145
 GC0145                         *CURRENT SURVEY CONTROL
 GC0145  ___________________________________________________________________
 GC0145* NAD 83(1986)-  36 26 51.     (N)    086 19 47.     (W)     SCALED    
 GC0145* NAVD 88     -       152.911  (meters)     501.68   (feet)  POSTED    
 GC0145  ___________________________________________________________________
 GC0145  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0145  DYNAMIC HT  -         152.790 (meters)     501.28  (feet)  COMP
 GC0145  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 GC0145
 GC0145  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC0145
 GC0145.The horizontal coordinates were scaled from a topographic map and have
 GC0145.an estimated accuracy of +/- 6 seconds.
 GC0145
 GC0145.The orthometric height was determined by differential leveling
 GC0145.and adjusted by the National Geodetic Survey in 1992..
 GC0145.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC0145.rate of 2.1 thru 3.0 mm/km.
 GC0145
 GC0145.The geoid height was determined by GEOID03.
 GC0145
 GC0145.The dynamic height is computed by dividing the NAVD 88
 GC0145.geopotential number by the normal gravity value computed on the
 GC0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0145.degrees latitude (g = 980.6199 gals.).
 GC0145
 GC0145.The modeled gravity was interpolated from observed gravity values.
 GC0145
 GC0145;                    North         East    Units  Estimated Accuracy
 GC0145;SPC TN       -   234,620.      570,440.      MT  (+/- 180 meters Scaled)
 GC0145
 GC0145                          SUPERSEDED SURVEY CONTROL
 GC0145
 GC0145  NGVD 29 (??/??/92)  153.022  (m)          502.04   (f) ADJ UNCH    2 0
 GC0145
 GC0145.Superseded values are not recommended for survey control.
 GC0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0145.See file dsdata.txt to determine how the superseded data were derived.
 GC0145
 GC0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF600337(NAD 83)
 GC0145_MARKER: DB = BENCH MARK DISK
 GC0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0145_SP_SET: BRIDGE
 GC0145_STAMPING: F 86 1935
 GC0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0145
 GC0145  HISTORY     - Date     Condition        Report By
 GC0145  HISTORY     - 1935     MONUMENTED       CGS
 GC0145
 GC0145                          STATION DESCRIPTION
 GC0145
 GC0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0145'0.5 MI N FROM ROGANA.
 GC0145'0.5 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0145'FROM THE STATION AT ROGANA, SUMNER COUNTY, ABOUT 100 YARDS
 GC0145'SOUTH OF HARTSVILLE JUNCTION, 15 RAILS NORTH OF MILEPOST L 168,
 GC0145'AT BRIDGE NO. 12, IN THE NORTH END OF THE NORTHEAST CONCRETE
 GC0145'PIER, 7.7 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 3 FEET
 GC0145'LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED F 86
 GC0145'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0433 ***********************************************************************
 GC0433  DESIGNATION -  F 87
 GC0433  PID         -  GC0433
 GC0433  STATE/COUNTY-  TN/DAVIDSON
 GC0433  USGS QUAD   -  WHITES CREEK (1994)
 GC0433
 GC0433                         *CURRENT SURVEY CONTROL
 GC0433  ___________________________________________________________________
 GC0433* NAD 83(1986)-  36 22 23.     (N)    086 45 39.     (W)     SCALED    
 GC0433* NAVD 88     -       194.080  (meters)     636.74   (feet)  ADJUSTED  
 GC0433  ___________________________________________________________________
 GC0433  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0433  DYNAMIC HT  -         193.915 (meters)     636.20  (feet)  COMP
 GC0433  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GC0433
 GC0433  VERT ORDER  -  SECOND    CLASS 0
 GC0433
 GC0433.The horizontal coordinates were scaled from a topographic map and have
 GC0433.an estimated accuracy of +/- 6 seconds.
 GC0433
 GC0433.The orthometric height was determined by differential leveling
 GC0433.and adjusted by the National Geodetic Survey in June 1991..
 GC0433
 GC0433.The geoid height was determined by GEOID03.
 GC0433
 GC0433.The dynamic height is computed by dividing the NAVD 88
 GC0433.geopotential number by the normal gravity value computed on the
 GC0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0433.degrees latitude (g = 980.6199 gals.).
 GC0433
 GC0433.The modeled gravity was interpolated from observed gravity values.
 GC0433
 GC0433;                    North         East    Units  Estimated Accuracy
 GC0433;SPC TN       -   226,580.      531,730.      MT  (+/- 180 meters Scaled)
 GC0433
 GC0433                          SUPERSEDED SURVEY CONTROL
 GC0433
 GC0433  NGVD 29 (??/??/92)  194.126  (m)          636.90   (f) ADJ UNCH    2 0
 GC0433
 GC0433.Superseded values are not recommended for survey control.
 GC0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0433.See file dsdata.txt to determine how the superseded data were derived.
 GC0433
 GC0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF214253(NAD 83)
 GC0433_MARKER: DB = BENCH MARK DISK
 GC0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0433_STAMPING: F 87 1935
 GC0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0433+STABILITY: SURFACE MOTION
 GC0433
 GC0433  HISTORY     - Date     Condition        Report By
 GC0433  HISTORY     - 1935     MONUMENTED       CGS
 GC0433  HISTORY     - 1950     MARK NOT FOUND   NGS
 GC0433
 GC0433                          STATION DESCRIPTION
 GC0433
 GC0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GC0433'AT BAKERS SIDING.
 GC0433'AT BAKERS SIDING, DAVIDSON COUNTY, ON THE LOUISVILLE AND
 GC0433'NASHVILLE RAILROAD, 125 YARDS SOUTH OF MILEPOST 185, 17 FEET
 GC0433'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SECTION SHED, 16.5
 GC0433'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 0.5 FOOT
 GC0433'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC0433'F 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1014 ***********************************************************************
 GC1014  DESIGNATION -  F 88
 GC1014  PID         -  GC1014
 GC1014  STATE/COUNTY-  TN/SUMNER
 GC1014  USGS QUAD   -  FRANKLIN (1994)
 GC1014
 GC1014                         *CURRENT SURVEY CONTROL
 GC1014  ___________________________________________________________________
 GC1014* NAD 83(1986)-  36 37 57.     (N)    086 32 26.     (W)     SCALED    
 GC1014* NAVD 88     -       236.702  (meters)     776.58   (feet)  ADJUSTED  
 GC1014  ___________________________________________________________________
 GC1014  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 GC1014  DYNAMIC HT  -         236.505 (meters)     775.93  (feet)  COMP
 GC1014  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 GC1014
 GC1014  VERT ORDER  -  SECOND    CLASS 0
 GC1014
 GC1014.The horizontal coordinates were scaled from a topographic map and have
 GC1014.an estimated accuracy of +/- 6 seconds.
 GC1014
 GC1014.The orthometric height was determined by differential leveling
 GC1014.and adjusted by the National Geodetic Survey in June 1991..
 GC1014
 GC1014.The geoid height was determined by GEOID03.
 GC1014
 GC1014.The dynamic height is computed by dividing the NAVD 88
 GC1014.geopotential number by the normal gravity value computed on the
 GC1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1014.degrees latitude (g = 980.6199 gals.).
 GC1014
 GC1014.The modeled gravity was interpolated from observed gravity values.
 GC1014
 GC1014;                    North         East    Units  Estimated Accuracy
 GC1014;SPC TN       -   255,230.      551,650.      MT  (+/- 180 meters Scaled)
 GC1014
 GC1014                          SUPERSEDED SURVEY CONTROL
 GC1014
 GC1014  NGVD 29 (??/??/92)  236.789  (m)          776.87   (f) ADJ UNCH    2 0
 GC1014
 GC1014.Superseded values are not recommended for survey control.
 GC1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1014.See file dsdata.txt to determine how the superseded data were derived.
 GC1014
 GC1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF410542(NAD 83)
 GC1014_MARKER: DB = BENCH MARK DISK
 GC1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1014_STAMPING: F 88 1935
 GC1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1014+STABILITY: SURFACE MOTION
 GC1014
 GC1014  HISTORY     - Date     Condition        Report By
 GC1014  HISTORY     - 1935     MONUMENTED       CGS
 GC1014  HISTORY     - 1964     GOOD             NGS
 GC1014
 GC1014                          STATION DESCRIPTION
 GC1014
 GC1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC1014'AT MITCHELLVILLE.
 GC1014'MARK IS LOCATED AT MITCHELLVILLE, SUMNER COUNTY, ON THE LOUISVILLE
 GC1014'AND NASHVILLE RAILROAD OPPOSITE THE NORTH END OF THE STATION,
 GC1014'33 YARDS NORTH OF THE CROSSING OF A DIRT ROAD, 26 FEET NORTHWEST
 GC1014'OF THE NORTHWEST CORNER OF THE J.B. PEARSON AND SON GENERAL
 GC1014'STORE, 23 FEET EAST OF THE RAIL AND LEVEL WITH THE TRACK.  A
 GC1014'STANDARD DISK STAMPED F 88 1935 AND SET IN THE TOP OF A CONCRETE
 GC1014'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1629 ***********************************************************************
 FE1629  DESIGNATION -  F 89
 FE1629  PID         -  FE1629
 FE1629  STATE/COUNTY-  TN/LAUDERDALE
 FE1629  USGS QUAD   -  GOLDDUST (1983)
 FE1629
 FE1629                         *CURRENT SURVEY CONTROL
 FE1629  ___________________________________________________________________
 FE1629* NAD 83(1986)-  35 38 35.     (N)    089 47 26.     (W)     SCALED    
 FE1629* NAVD 88     -        77.329  (meters)     253.70   (feet)  ADJUSTED  
 FE1629  ___________________________________________________________________
 FE1629  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1629  DYNAMIC HT  -          77.264 (meters)     253.49  (feet)  COMP
 FE1629  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 FE1629
 FE1629  VERT ORDER  -  FIRST     CLASS II
 FE1629
 FE1629.The horizontal coordinates were scaled from a topographic map and have
 FE1629.an estimated accuracy of +/- 6 seconds.
 FE1629
 FE1629.The orthometric height was determined by differential leveling
 FE1629.and adjusted by the National Geodetic Survey in June 1991..
 FE1629
 FE1629.The geoid height was determined by GEOID03.
 FE1629
 FE1629.The dynamic height is computed by dividing the NAVD 88
 FE1629.geopotential number by the normal gravity value computed on the
 FE1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1629.degrees latitude (g = 980.6199 gals.).
 FE1629
 FE1629.The modeled gravity was interpolated from observed gravity values.
 FE1629
 FE1629;                    North         East    Units  Estimated Accuracy
 FE1629;SPC TN       -   151,960.      256,800.      MT  (+/- 180 meters Scaled)
 FE1629
 FE1629                          SUPERSEDED SURVEY CONTROL
 FE1629
 FE1629  NGVD 29 (??/??/??)   77.295  (m)          253.59   (f) ADJUSTED    1 2
 FE1629
 FE1629.Superseded values are not recommended for survey control.
 FE1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1629.See file dsdata.txt to determine how the superseded data were derived.
 FE1629
 FE1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE473479(NAD 83)
 FE1629_MARKER: DB = BENCH MARK DISK
 FE1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1629_STAMPING: F 89 1957
 FE1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1629+STABILITY: SURFACE MOTION
 FE1629
 FE1629  HISTORY     - Date     Condition        Report By
 FE1629  HISTORY     - 1957     MONUMENTED       CGS
 FE1629  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1629
 FE1629                          STATION DESCRIPTION
 FE1629
 FE1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1629'5.2 MI SW FROM CHERRY.
 FE1629'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE AUSTIN WINN
 FE1629'STORE AND THE JUNCTION OF STATE HIGHWAY 87A AT CHERRY, 56 FEET
 FE1629'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 233 FEET SOUTH AND
 FE1629'ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A ONE-STORY FRAME
 FE1629'HOUSE, 75 FEET WEST AND ACROSS A DRIVEWAY FROM THE WEST CORNER
 FE1629'OF A LOW TIN ROOFED BARN, 40 FEET SOUTH OF POWER LINE POLE NO.
 FE1629'79G/310, 16 FEET SOUTHWEST OF THE CENTER LINE OF DRIVEWAY, 8
 FE1629'FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE,
 FE1629'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW
 FE1629'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FE1629'PROJECTING 4 INCHES ABOVE THE GROUND.  NOTE-- THIS MARK IS
 FE1629'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST
 FE1629'OFFICE AT FULTON, LAUDERDALE COUNTY, TENNESSEE.
 FE1629
 FE1629                          STATION RECOVERY (2002)
 FE1629
 FE1629'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0498 ***********************************************************************
 FD0498  DESIGNATION -  F 9
 FD0498  PID         -  FD0498
 FD0498  STATE/COUNTY-  TN/MAURY
 FD0498  USGS QUAD   -  SPRING HILL (1979)
 FD0498
 FD0498                         *CURRENT SURVEY CONTROL
 FD0498  ___________________________________________________________________
 FD0498* NAD 83(1986)-  35 45 39.     (N)    086 56 25.     (W)     SCALED    
 FD0498* NAVD 88     -       237.174  (meters)     778.13   (feet)  ADJUSTED  
 FD0498  ___________________________________________________________________
 FD0498  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FD0498  DYNAMIC HT  -         236.965 (meters)     777.44  (feet)  COMP
 FD0498  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FD0498
 FD0498  VERT ORDER  -  FIRST     CLASS II
 FD0498
 FD0498.The horizontal coordinates were scaled from a topographic map and have
 FD0498.an estimated accuracy of +/- 6 seconds.
 FD0498
 FD0498.The orthometric height was determined by differential leveling
 FD0498.and adjusted by the National Geodetic Survey in June 1991..
 FD0498.WARNING-Repeat measurements at this control monument indicate possible
 FD0498.vertical movement.
 FD0498
 FD0498.The geoid height was determined by GEOID03.
 FD0498
 FD0498.The dynamic height is computed by dividing the NAVD 88
 FD0498.geopotential number by the normal gravity value computed on the
 FD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0498.degrees latitude (g = 980.6199 gals.).
 FD0498
 FD0498.The modeled gravity was interpolated from observed gravity values.
 FD0498
 FD0498;                    North         East    Units  Estimated Accuracy
 FD0498;SPC TN       -   158,790.      514,970.      MT  (+/- 180 meters Scaled)
 FD0498
 FD0498                          SUPERSEDED SURVEY CONTROL
 FD0498
 FD0498  NGVD 29 (??/??/92)  237.134  (m)          778.00   (f) ADJ UNCH    1 2
 FD0498
 FD0498.Superseded values are not recommended for survey control.
 FD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0498.See file dsdata.txt to determine how the superseded data were derived.
 FD0498
 FD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE053574(NAD 83)
 FD0498_MARKER: DB = BENCH MARK DISK
 FD0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0498_SP_SET: BUILDING
 FD0498_STAMPING: 778.279 F 9 1931
 FD0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0498
 FD0498  HISTORY     - Date     Condition        Report By
 FD0498  HISTORY     - 1931     MONUMENTED       CGS
 FD0498  HISTORY     - 1960     GOOD             NGS
 FD0498  HISTORY     - 1963     GOOD             NGS
 FD0498  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0498
 FD0498                          STATION DESCRIPTION
 FD0498
 FD0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0498'AT SPRING HILL.
 FD0498'ORIGINAL DESCRIPTION-- AT SPRING HILL, MAURY COUNTY, AT THE
 FD0498'LOUISVILLE AND NASHVILLE RAILROAD STATION, IN THE NORTHWEST WALL
 FD0498'OF THE TICKET OFFICE, 16 INCHES SOUTHWEST OF THE SOUTHWEST FACE
 FD0498'OF THE TICKET WINDOW, 17.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FD0498'OF THE MAIN TRACK, AND 58 INCHES ABOVE THE PAVEMENT.  A STANDARD
 FD0498'DISK, STAMPED 778.279 F 9 1931 AND SET VERTICALLY.
 FD0498
 FD0498                          STATION RECOVERY (1963)
 FD0498
 FD0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FD0498'RECOVERED IN GOOD CONDITION.
 FD0498
 FD0498                          STATION RECOVERY (1984)
 FD0498
 FD0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0498'THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN SPRING HILL HAS BEEN
 FD0498'TORN DOWN, MARK BELEIVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0356 ***********************************************************************
 FF0356  DESIGNATION -  F 90
 FF0356  PID         -  FF0356
 FF0356  STATE/COUNTY-  TN/SHELBY
 FF0356  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0356
 FF0356                         *CURRENT SURVEY CONTROL
 FF0356  ___________________________________________________________________
 FF0356* NAD 83(1986)-  35 13 38.     (N)    090 00 53.     (W)     SCALED    
 FF0356* NAVD 88     -        72.805  (meters)     238.86   (feet)  POSTED    
 FF0356  ___________________________________________________________________
 FF0356  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0356  DYNAMIC HT  -          72.740 (meters)     238.65  (feet)  COMP
 FF0356  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FF0356
 FF0356  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FF0356
 FF0356.The horizontal coordinates were scaled from a topographic map and have
 FF0356.an estimated accuracy of +/- 6 seconds.
 FF0356
 FF0356.The orthometric height was determined by differential leveling
 FF0356.and adjusted by the National Geodetic Survey in 1992..
 FF0356.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FF0356.rate of 1.1 thru 2.0 mm/km.
 FF0356
 FF0356.The geoid height was determined by GEOID03.
 FF0356
 FF0356.The dynamic height is computed by dividing the NAVD 88
 FF0356.geopotential number by the normal gravity value computed on the
 FF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0356.degrees latitude (g = 980.6199 gals.).
 FF0356
 FF0356.The modeled gravity was interpolated from observed gravity values.
 FF0356
 FF0356;                    North         East    Units  Estimated Accuracy
 FF0356;SPC TN       -   106,670.      234,620.      MT  (+/- 180 meters Scaled)
 FF0356
 FF0356                          SUPERSEDED SURVEY CONTROL
 FF0356
 FF0356  NGVD 29 (??/??/??)   72.771  (m)          238.75   (f) ADJUSTED    2 0
 FF0356
 FF0356.Superseded values are not recommended for survey control.
 FF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0356.See file dsdata.txt to determine how the superseded data were derived.
 FF0356
 FF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV716023(NAD 83)
 FF0356_MARKER: DB = BENCH MARK DISK
 FF0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0356_STAMPING: F 90 1957
 FF0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0356+STABILITY: SURFACE MOTION
 FF0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0356+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0356
 FF0356  HISTORY     - Date     Condition        Report By
 FF0356  HISTORY     - 1957     MONUMENTED       CGS
 FF0356  HISTORY     - 19941212 GOOD             TN1620
 FF0356  HISTORY     - 20021022 GOOD             USACE
 FF0356
 FF0356                          STATION DESCRIPTION
 FF0356
 FF0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0356'1.8 MI NE FROM FRAYSER.
 FF0356'1.85 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FF0356'OVERPASS OF U.S. HIGHWAY 51 OVER TRACK AT FRAYSER, AT FELTS,
 FF0356'AT A BLACK TOP ROAD CROSSING, 62 1/2 FEET WEST-NORTHWEST AND
 FF0356'ACROSS ROAD FROM THE WEST-NORTHWEST RAIL, 67 FEET NORTHWEST OF
 FF0356'THE CENTER OF THE INTERSECTION OF TRACK AND ROAD CROSSING, 34
 FF0356'FEET WEST OF THE CENTER LINE OF ROAD PARALLELING TRACK, 41 FEET
 FF0356'NORTH-NORTHWEST OF A TELEPHONE POLE, 4 1/2 FEET WEST OF A FIRE
 FF0356'HYDRANT, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET
 FF0356'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FF0356'POST PROJECTING 3 INCHES.
 FF0356
 FF0356                          STATION RECOVERY (1994)
 FF0356
 FF0356'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0356'RECOVERED IN GOOD CONDITION.
 FF0356
 FF0356                          STATION RECOVERY (2002)
 FF0356
 FF0356'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0291 ***********************************************************************
 FF0291  DESIGNATION -  F 91
 FF0291  PID         -  FF0291
 FF0291  STATE/COUNTY-  TN/SHELBY
 FF0291  USGS QUAD   -  LOCKE (1970)
 FF0291
 FF0291                         *CURRENT SURVEY CONTROL
 FF0291  ___________________________________________________________________
 FF0291* NAD 83(1986)-  35 19 22.     (N)    090 02 40.     (W)     SCALED    
 FF0291* NAVD 88     -       101.855  (meters)     334.17   (feet)  ADJUSTED  
 FF0291  ___________________________________________________________________
 FF0291  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0291  DYNAMIC HT  -         101.764 (meters)     333.87  (feet)  COMP
 FF0291  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FF0291
 FF0291  VERT ORDER  -  FIRST     CLASS II
 FF0291
 FF0291.The horizontal coordinates were scaled from a topographic map and have
 FF0291.an estimated accuracy of +/- 6 seconds.
 FF0291
 FF0291.The orthometric height was determined by differential leveling
 FF0291.and adjusted by the National Geodetic Survey in June 1991..
 FF0291
 FF0291.The geoid height was determined by GEOID03.
 FF0291
 FF0291.The dynamic height is computed by dividing the NAVD 88
 FF0291.geopotential number by the normal gravity value computed on the
 FF0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0291.degrees latitude (g = 980.6199 gals.).
 FF0291
 FF0291.The modeled gravity was interpolated from observed gravity values.
 FF0291
 FF0291;                    North         East    Units  Estimated Accuracy
 FF0291;SPC TN       -   117,380.      232,360.      MT  (+/- 180 meters Scaled)
 FF0291
 FF0291                          SUPERSEDED SURVEY CONTROL
 FF0291
 FF0291  NGVD 29 (??/??/??)  101.820  (m)          334.05   (f) ADJUSTED    1 2
 FF0291
 FF0291.Superseded values are not recommended for survey control.
 FF0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0291.See file dsdata.txt to determine how the superseded data were derived.
 FF0291
 FF0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV686128(NAD 83)
 FF0291_MARKER: DB = BENCH MARK DISK
 FF0291_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0291_SP_SET: 48 FEET
 FF0291_STAMPING: F 91 1957
 FF0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0291
 FF0291  HISTORY     - Date     Condition        Report By
 FF0291  HISTORY     - 1957     MONUMENTED       CGS
 FF0291  HISTORY     - 19980812 MARK NOT FOUND   TN1620
 FF0291
 FF0291                          STATION DESCRIPTION
 FF0291
 FF0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0291'1.2 MI SW FROM LOCKE.
 FF0291'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0291'JETER SCHOOL AT LOCKE, AT PLEASANT VIEW (FORMERLY GILES TOWN),
 FF0291'73 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE BENJESTOWN
 FF0291'ROAD, 76 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE
 FF0291'BENJESTOWN ROAD AND A GRAVEL ROAD LEADING NORTHWEST (FOREST
 FF0291'ROAD), 73 FEET NORTH-NORTHEAST OF POWER LINE POLE NO. 42764, 18
 FF0291'3/4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE A.B. HANNAH
 FF0291'RESIDENCE, 21 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE PORCH
 FF0291'OF THE ABOVE RESIDENCE, 17 FEET WEST OF THE CENTER LINE OF A
 FF0291'NORTH-SOUTH GRAVEL DRIVEWAY, 2 FEET ABOVE THE LEVEL OF THE
 FF0291'ROAD, A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 FF0291'GROUND AND PROTECTED BY A 4 INCH TILE FLUSH WITH THE GROUND.
 FF0291'ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 FF0291
 FF0291                          STATION RECOVERY (1998)
 FF0291
 FF0291'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (RS)
 FF0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1567 ***********************************************************************
 FE1567  DESIGNATION -  F 92
 FE1567  PID         -  FE1567
 FE1567  STATE/COUNTY-  TN/LAUDERDALE
 FE1567  USGS QUAD   -  OPEN LAKE (1983)
 FE1567
 FE1567                         *CURRENT SURVEY CONTROL
 FE1567  ___________________________________________________________________
 FE1567* NAD 83(1986)-  35 50 19.     (N)    089 40 58.     (W)     SCALED    
 FE1567* NAVD 88     -        77.546  (meters)     254.42   (feet)  ADJUSTED  
 FE1567  ___________________________________________________________________
 FE1567  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE1567  DYNAMIC HT  -          77.480 (meters)     254.20  (feet)  COMP
 FE1567  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 FE1567
 FE1567  VERT ORDER  -  FIRST     CLASS II
 FE1567
 FE1567.The horizontal coordinates were scaled from a topographic map and have
 FE1567.an estimated accuracy of +/- 6 seconds.
 FE1567
 FE1567.The orthometric height was determined by differential leveling
 FE1567.and adjusted by the National Geodetic Survey in June 1991..
 FE1567
 FE1567.The geoid height was determined by GEOID03.
 FE1567
 FE1567.The dynamic height is computed by dividing the NAVD 88
 FE1567.geopotential number by the normal gravity value computed on the
 FE1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1567.degrees latitude (g = 980.6199 gals.).
 FE1567
 FE1567.The modeled gravity was interpolated from observed gravity values.
 FE1567
 FE1567;                    North         East    Units  Estimated Accuracy
 FE1567;SPC TN       -   173,270.      267,370.      MT  (+/- 180 meters Scaled)
 FE1567
 FE1567                          SUPERSEDED SURVEY CONTROL
 FE1567
 FE1567  NGVD 29 (??/??/??)   77.499  (m)          254.26   (f) ADJUSTED    1 2
 FE1567
 FE1567.Superseded values are not recommended for survey control.
 FE1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1567.See file dsdata.txt to determine how the superseded data were derived.
 FE1567
 FE1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE576693(NAD 83)
 FE1567_MARKER: DB = BENCH MARK DISK
 FE1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1567_STAMPING: F 92 1957
 FE1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1567+STABILITY: SURFACE MOTION
 FE1567
 FE1567  HISTORY     - Date     Condition        Report By
 FE1567  HISTORY     - 1957     MONUMENTED       CGS
 FE1567  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1567
 FE1567                          STATION DESCRIPTION
 FE1567
 FE1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1567'5.4 MI SE FROM BARR.
 FE1567'5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ARP FROM THE
 FE1567'STORE AND POST OFFICE AT BARR, 31 FEET SOUTHWEST OF THE CENTER
 FE1567'LINE OF THE ROAD, 117 FEET SOUTH AND ACROSS THE ROAD FROM A
 FE1567'TALL 20-INCH COTTONWOOD TREE, 66 FEET SOUTHEAST OF A 24 INCH
 FE1567'BLAZED AND FORKED WALNUT TREE, 20 FEET NORTHEAST OF A 26 INCH
 FE1567'FORKED WALNUT TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 FE1567'POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 FE1567'A CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 FE1567
 FE1567                          STATION RECOVERY (2002)
 FE1567
 FE1567'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1316 ***********************************************************************
 FE1316  DESIGNATION -  F 93
 FE1316  PID         -  FE1316
 FE1316  STATE/COUNTY-  TN/TIPTON
 FE1316  USGS QUAD   -  DRUMMONDS (1983)
 FE1316
 FE1316                         *CURRENT SURVEY CONTROL
 FE1316  ___________________________________________________________________
 FE1316* NAD 83(1986)-  35 28 36.     (N)    089 53 15.     (W)     SCALED    
 FE1316* NAVD 88     -       130.203  (meters)     427.17   (feet)  ADJUSTED  
 FE1316  ___________________________________________________________________
 FE1316  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE1316  DYNAMIC HT  -         130.089 (meters)     426.80  (feet)  COMP
 FE1316  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 FE1316
 FE1316  VERT ORDER  -  FIRST     CLASS I
 FE1316
 FE1316.The horizontal coordinates were scaled from a topographic map and have
 FE1316.an estimated accuracy of +/- 6 seconds.
 FE1316
 FE1316.The orthometric height was determined by differential leveling
 FE1316.and adjusted by the National Geodetic Survey in June 1991..
 FE1316
 FE1316.The geoid height was determined by GEOID03.
 FE1316
 FE1316.The dynamic height is computed by dividing the NAVD 88
 FE1316.geopotential number by the normal gravity value computed on the
 FE1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1316.degrees latitude (g = 980.6199 gals.).
 FE1316
 FE1316.The modeled gravity was interpolated from observed gravity values.
 FE1316
 FE1316;                    North         East    Units  Estimated Accuracy
 FE1316;SPC TN       -   133,860.      247,290.      MT  (+/- 180 meters Scaled)
 FE1316
 FE1316                          SUPERSEDED SURVEY CONTROL
 FE1316
 FE1316  NGVD 29 (??/??/??)  130.176  (m)          427.09   (f) ADJUSTED    1 1
 FE1316
 FE1316.Superseded values are not recommended for survey control.
 FE1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1316.See file dsdata.txt to determine how the superseded data were derived.
 FE1316
 FE1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE380297(NAD 83)
 FE1316_MARKER: DB = BENCH MARK DISK
 FE1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1316_STAMPING: F93 1957
 FE1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1316+STABILITY: SURFACE MOTION
 FE1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1316+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1316
 FE1316  HISTORY     - Date     Condition        Report By
 FE1316  HISTORY     - 1957     MONUMENTED       CGS
 FE1316  HISTORY     - 1974     GOOD             NGS
 FE1316  HISTORY     - 20021007 GOOD             USACE
 FE1316
 FE1316                          STATION DESCRIPTION
 FE1316
 FE1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1316'3.3 MI S FROM RANDOLPH.
 FE1316'ABOUT 0.05 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM
 FE1316'RANDOLPH METHODIST CHURCH AT RANDOLPH, THENCE 3.25 MILES SOUTH
 FE1316'ALONG ASPHALT ROAD, 0.55 MILE NORTH OF THE POPLAR GROVE ASSEMBLY OF
 FE1316'GOD CHURCH (BRICK AND STONE), 102 FEET NORTHEAST OF THE CENTER OF
 FE1316'JUNCTION WITH A NARROW GRAVEL ROAD LEADING EAST, 44 FEET EAST OF
 FE1316'THE CENTER LINE OF ASPHALT ROAD, 89 FEET NORTH OF THE CENTER LINE
 FE1316'OF GRAVEL ROAD, 79 FEET NORTH OF TELEPHONE POLE PEDESTAL-A22-4-17,
 FE1316'35.9 FEET WEST OF THE NORTHWEST CORNER OF A SMALL FRAME HOUSE
 FE1316'WITH IMITATION BRICK SIDING, WITNESS POST IN A YARD, 2 FEET ABOVE
 FE1316'ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1316
 FE1316                          STATION RECOVERY (2002)
 FE1316
 FE1316'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1316'MARK IS AT INTERSECTION OF GLANSPRINGS ROAD AND GRIMES RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0908 ***********************************************************************
 GD0908  DESIGNATION -  F 95
 GD0908  PID         -  GD0908
 GD0908  STATE/COUNTY-  TN/DYER
 GD0908  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0908
 GD0908                         *CURRENT SURVEY CONTROL
 GD0908  ___________________________________________________________________
 GD0908* NAD 83(1986)-  36 00 08.     (N)    089 39 20.     (W)     SCALED    
 GD0908* NAVD 88     -        79.906  (meters)     262.16   (feet)  ADJUSTED  
 GD0908  ___________________________________________________________________
 GD0908  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0908  DYNAMIC HT  -          79.840 (meters)     261.94  (feet)  COMP
 GD0908  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 GD0908
 GD0908  VERT ORDER  -  FIRST     CLASS II
 GD0908
 GD0908.The horizontal coordinates were scaled from a topographic map and have
 GD0908.an estimated accuracy of +/- 6 seconds.
 GD0908
 GD0908.The orthometric height was determined by differential leveling
 GD0908.and adjusted by the National Geodetic Survey in June 1991..
 GD0908
 GD0908.The geoid height was determined by GEOID03.
 GD0908
 GD0908.The dynamic height is computed by dividing the NAVD 88
 GD0908.geopotential number by the normal gravity value computed on the
 GD0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0908.degrees latitude (g = 980.6199 gals.).
 GD0908
 GD0908.The modeled gravity was interpolated from observed gravity values.
 GD0908
 GD0908;                    North         East    Units  Estimated Accuracy
 GD0908;SPC TN       -   191,320.      270,500.      MT  (+/- 180 meters Scaled)
 GD0908
 GD0908                          SUPERSEDED SURVEY CONTROL
 GD0908
 GD0908  NGVD 29 (??/??/??)   79.849  (m)          261.97   (f) ADJUSTED    1 2
 GD0908
 GD0908.Superseded values are not recommended for survey control.
 GD0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0908.See file dsdata.txt to determine how the superseded data were derived.
 GD0908
 GD0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE606874(NAD 83)
 GD0908_MARKER: DB = BENCH MARK DISK
 GD0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0908_STAMPING: F 95 1957
 GD0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0908+STABILITY: SURFACE MOTION
 GD0908
 GD0908  HISTORY     - Date     Condition        Report By
 GD0908  HISTORY     - 1957     MONUMENTED       CGS
 GD0908  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0908
 GD0908                          STATION DESCRIPTION
 GD0908
 GD0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0908'1.8 MI E FROM MIDWAY.
 GD0908'ABOUT 1.85 MILES EAST ALONG A ONE-LANE PAVED ROAD FROM THE
 GD0908'BAPTIST CHURCH AT MIDWAY, ABOUT 0.4 MILE WEST OF WEST END OF
 GD0908'BRIDGE OVER OBION RIVER, 30 1/2 FEET NORTH OF NORTH EDGE OF
 GD0908'PAVEMENT OF ROAD, 95 FEET EAST-NORTHEAST OF CENTER OF JUNCTION OF
 GD0908'PAVED ROAD AND A GRAVEL ROAD SOUTH, 82 FEET NORTHEAST AND
 GD0908'ACROSS ROAD FROM TELEPHONE POLE NO. 134, 18 FEET WEST OF CENTER
 GD0908'LINE OF DRIVE TO HOUSE, 5 FEET WEST OF A SMALL PECAN TREE,
 GD0908'2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 GD0908'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GD0908
 GD0908                          STATION RECOVERY (2002)
 GD0908
 GD0908'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0908'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0876 ***********************************************************************
 GD0876  DESIGNATION -  F 96
 GD0876  PID         -  GD0876
 GD0876  STATE/COUNTY-  TN/DYER
 GD0876  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0876
 GD0876                         *CURRENT SURVEY CONTROL
 GD0876  ___________________________________________________________________
 GD0876* NAD 83(1986)-  36 06 15.     (N)    089 34 36.     (W)     SCALED    
 GD0876* NAVD 88     -        81.912  (meters)     268.74   (feet)  ADJUSTED  
 GD0876  ___________________________________________________________________
 GD0876  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0876  DYNAMIC HT  -          81.843 (meters)     268.51  (feet)  COMP
 GD0876  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GD0876
 GD0876  VERT ORDER  -  FIRST     CLASS II
 GD0876
 GD0876.The horizontal coordinates were scaled from a topographic map and have
 GD0876.an estimated accuracy of +/- 6 seconds.
 GD0876
 GD0876.The orthometric height was determined by differential leveling
 GD0876.and adjusted by the National Geodetic Survey in June 1991..
 GD0876
 GD0876.The geoid height was determined by GEOID03.
 GD0876
 GD0876.The dynamic height is computed by dividing the NAVD 88
 GD0876.geopotential number by the normal gravity value computed on the
 GD0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0876.degrees latitude (g = 980.6199 gals.).
 GD0876
 GD0876.The modeled gravity was interpolated from observed gravity values.
 GD0876
 GD0876;                    North         East    Units  Estimated Accuracy
 GD0876;SPC TN       -   202,360.      278,020.      MT  (+/- 180 meters Scaled)
 GD0876
 GD0876                          SUPERSEDED SURVEY CONTROL
 GD0876
 GD0876  NGVD 29 (??/??/??)   81.842  (m)          268.51   (f) ADJUSTED    1 2
 GD0876
 GD0876.Superseded values are not recommended for survey control.
 GD0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0876.See file dsdata.txt to determine how the superseded data were derived.
 GD0876
 GD0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE680985(NAD 83)
 GD0876_MARKER: DB = BENCH MARK DISK
 GD0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0876_STAMPING: F 96 1957
 GD0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0876+STABILITY: SURFACE MOTION
 GD0876
 GD0876  HISTORY     - Date     Condition        Report By
 GD0876  HISTORY     - 1957     MONUMENTED       CGS
 GD0876  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0876
 GD0876                          STATION DESCRIPTION
 GD0876
 GD0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0876'4.1 MI S FROM TENNEMO.
 GD0876'ABOUT 3.2 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING TOP OF
 GD0876'LEVEE FROM THE JUNCTION OF STATE HIGHWAY 103 AT TENNEMO, THENCE
 GD0876'ABOUT 0.15 MILE WEST ALONG A GRAVEL ROAD FOLLOWING TOP OF A LEVEE,
 GD0876'THENCE 0.75 MILE SOUTH ALONG GRAVEL ROAD FOLLOWING TOP OF LEVEE,
 GD0876'AT CROSSING OF AN EAST-WEST GRAVEL ROAD AND LEVEE, 32 FEET SOUTH
 GD0876'OF CENTER LINE OF GRAVEL ROAD, 252 FEET EAST OF CENTER LINE OF
 GD0876'INTERSECTION OF ROAD AND LEVEE, 27 FEET NORTHWEST OF A 30-INCH
 GD0876'SWEET GUM TREE, 24 FEET NORTH OF NORTHWEST CORNER OF A MACHINE
 GD0876'SHED, 1 FOOT EAST OF A FENCE LINE, 12 FEET SOUTH OF A FENCE CORNER,
 GD0876'2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 3 FEET BELOW
 GD0876'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0876'2 INCHES.
 GD0876
 GD0876                          STATION RECOVERY (2002)
 GD0876
 GD0876'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0942 ***********************************************************************
 GA0942  DESIGNATION -  F 97
 GA0942  PID         -  GA0942
 GA0942  STATE/COUNTY-  TN/WASHINGTON
 GA0942  USGS QUAD   -  LEESBURG (1971)
 GA0942
 GA0942                         *CURRENT SURVEY CONTROL
 GA0942  ___________________________________________________________________
 GA0942* NAD 83(1986)-  36 21 50.     (N)    082 36 12.     (W)     SCALED    
 GA0942* NAVD 88     -       571.315  (meters)    1874.39   (feet)  ADJUSTED  
 GA0942  ___________________________________________________________________
 GA0942  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0942  DYNAMIC HT  -         570.777 (meters)    1872.62  (feet)  COMP
 GA0942  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 GA0942
 GA0942  VERT ORDER  -  SECOND    CLASS 0
 GA0942
 GA0942.The horizontal coordinates were scaled from a topographic map and have
 GA0942.an estimated accuracy of +/- 6 seconds.
 GA0942
 GA0942.The orthometric height was determined by differential leveling
 GA0942.and adjusted by the National Geodetic Survey in June 1991..
 GA0942
 GA0942.The geoid height was determined by GEOID03.
 GA0942
 GA0942.The dynamic height is computed by dividing the NAVD 88
 GA0942.geopotential number by the normal gravity value computed on the
 GA0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0942.degrees latitude (g = 980.6199 gals.).
 GA0942
 GA0942.The modeled gravity was interpolated from observed gravity values.
 GA0942
 GA0942;                    North         East    Units  Estimated Accuracy
 GA0942;SPC TN       -   230,580.      904,780.      MT  (+/- 180 meters Scaled)
 GA0942
 GA0942                          SUPERSEDED SURVEY CONTROL
 GA0942
 GA0942  NGVD 29 (??/??/92)  571.455  (m)         1874.85   (f) ADJ UNCH    2 0
 GA0942
 GA0942.Superseded values are not recommended for survey control.
 GA0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0942.See file dsdata.txt to determine how the superseded data were derived.
 GA0942
 GA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA561255(NAD 83)
 GA0942_MARKER: DB = BENCH MARK DISK
 GA0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0942_STAMPING: F 97 1935
 GA0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0942+STABILITY: SURFACE MOTION
 GA0942
 GA0942  HISTORY     - Date     Condition        Report By
 GA0942  HISTORY     - 1935     MONUMENTED       CGS
 GA0942
 GA0942                          STATION DESCRIPTION
 GA0942
 GA0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0942'4.7 MI S FROM FALL BRANCH.
 GA0942'4.7 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0942'FALL BRANCH, WASHINGTON COUNTY, AT A ROAD JUNCTION, 36 FEET WEST
 GA0942'OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTH OF THE CENTERLINE
 GA0942'OF THE ROAD, 6 INCHES NORTH OF A WIRE FENCE, AND 1 FOOT LOWER THAN
 GA0942'THE HIGHWAY.  A STANDARD DISK, STAMPED F 97 1935 AND SET IN THE
 GA0942'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0807 ***********************************************************************
 GA0807  DESIGNATION -  F 98
 GA0807  PID         -  GA0807
 GA0807  STATE/COUNTY-  TN/WASHINGTON
 GA0807  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0807
 GA0807                         *CURRENT SURVEY CONTROL
 GA0807  ___________________________________________________________________
 GA0807* NAD 83(1986)-  36 24 29.     (N)    082 35 20.     (W)     SCALED    
 GA0807* NAVD 88     -       570.967  (meters)    1873.25   (feet)  ADJUSTED  
 GA0807  ___________________________________________________________________
 GA0807  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0807  DYNAMIC HT  -         570.434 (meters)    1871.50  (feet)  COMP
 GA0807  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 GA0807
 GA0807  VERT ORDER  -  SECOND    CLASS 0
 GA0807
 GA0807.The horizontal coordinates were scaled from a topographic map and have
 GA0807.an estimated accuracy of +/- 6 seconds.
 GA0807
 GA0807.The orthometric height was determined by differential leveling
 GA0807.and adjusted by the National Geodetic Survey in June 1991..
 GA0807
 GA0807.The geoid height was determined by GEOID03.
 GA0807
 GA0807.The dynamic height is computed by dividing the NAVD 88
 GA0807.geopotential number by the normal gravity value computed on the
 GA0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0807.degrees latitude (g = 980.6199 gals.).
 GA0807
 GA0807.The modeled gravity was interpolated from observed gravity values.
 GA0807
 GA0807;                    North         East    Units  Estimated Accuracy
 GA0807;SPC TN       -   235,530.      905,900.      MT  (+/- 180 meters Scaled)
 GA0807
 GA0807                          SUPERSEDED SURVEY CONTROL
 GA0807
 GA0807  NGVD 29 (??/??/92)  571.113  (m)         1873.73   (f) ADJ UNCH    2 0
 GA0807
 GA0807.Superseded values are not recommended for survey control.
 GA0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0807.See file dsdata.txt to determine how the superseded data were derived.
 GA0807
 GA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA575303(NAD 83)
 GA0807_MARKER: DB = BENCH MARK DISK
 GA0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0807_STAMPING: F 98 1935
 GA0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0807+STABILITY: SURFACE MOTION
 GA0807
 GA0807  HISTORY     - Date     Condition        Report By
 GA0807  HISTORY     - 1935     MONUMENTED       CGS
 GA0807
 GA0807                          STATION DESCRIPTION
 GA0807
 GA0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0807'6.8 MI SW FROM FORDTOWN.
 GA0807'IN WASHINGTON COUNTY, 6.8 MILES SOUTHWEST ALONG THE GREENEVILLE
 GA0807'ROAD FROM THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT
 GA0807'FORDTOWN, SULLIVAN COUNTY, 56 YARDS NORTHWEST OF A T-ROAD JUNCTION,
 GA0807'AT THE BAXTER RESIDENCE, 13 YARDS EAST OF THE SOUTHEAST CORNER
 GA0807'OF THE HOUSE, 10 YARDS SOUTHWEST OF THE ROAD, 1 FOOT SOUTH OF A
 GA0807'WIRE FENCE, AND 1 FOOT HIGHER THEN THE ROAD.  A STANDARD DISK,
 GA0807'STAMPED F 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0789 ***********************************************************************
 GA0789  DESIGNATION -  F 99
 GA0789  PID         -  GA0789
 GA0789  STATE/COUNTY-  TN/GREENE
 GA0789  USGS QUAD   -  MOSHEIM (1971)
 GA0789
 GA0789                         *CURRENT SURVEY CONTROL
 GA0789  ___________________________________________________________________
 GA0789* NAD 83(1986)-  36 13 52.     (N)    082 54 08.     (W)     SCALED    
 GA0789* NAVD 88     -       371.820  (meters)    1219.88   (feet)  ADJUSTED  
 GA0789  ___________________________________________________________________
 GA0789  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0789  DYNAMIC HT  -         371.473 (meters)    1218.74  (feet)  COMP
 GA0789  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA0789
 GA0789  VERT ORDER  -  SECOND    CLASS 0
 GA0789
 GA0789.The horizontal coordinates were scaled from a topographic map and have
 GA0789.an estimated accuracy of +/- 6 seconds.
 GA0789
 GA0789.The orthometric height was determined by differential leveling
 GA0789.and adjusted by the National Geodetic Survey in June 1991..
 GA0789
 GA0789.The geoid height was determined by GEOID03.
 GA0789
 GA0789.The dynamic height is computed by dividing the NAVD 88
 GA0789.geopotential number by the normal gravity value computed on the
 GA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0789.degrees latitude (g = 980.6199 gals.).
 GA0789
 GA0789.The modeled gravity was interpolated from observed gravity values.
 GA0789
 GA0789;                    North         East    Units  Estimated Accuracy
 GA0789;SPC TN       -   214,970.      878,440.      MT  (+/- 180 meters Scaled)
 GA0789
 GA0789                          SUPERSEDED SURVEY CONTROL
 GA0789
 GA0789  NGVD 29 (??/??/92)  371.960  (m)         1220.34   (f) ADJ UNCH    2 0
 GA0789
 GA0789.Superseded values are not recommended for survey control.
 GA0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0789.See file dsdata.txt to determine how the superseded data were derived.
 GA0789
 GA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA290112(NAD 83)
 GA0789_MARKER: DB = BENCH MARK DISK
 GA0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0789_STAMPING: F 99 1935
 GA0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0789+STABILITY: SURFACE MOTION
 GA0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0789+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 GA0789
 GA0789  HISTORY     - Date     Condition        Report By
 GA0789  HISTORY     - 1935     MONUMENTED       CGS
 GA0789  HISTORY     - 1950     GOOD             TVA
 GA0789  HISTORY     - 20041214 GOOD             TVA
 GA0789
 GA0789                          STATION DESCRIPTION
 GA0789
 GA0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0789'7.1 MI NW FROM GREENEVILLE.
 GA0789'7.1 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0789'AT GREENEVILLE, GREENE COUNTY, AT THE GUS PATTERSON PROPERTY, 40
 GA0789'YARDS SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE, 8 YARDS SOUTHEAST
 GA0789'OF THE CENTERLINE OF THE HIGHWAY, 5 YARDS SOUTHWEST OF THE SOUTH
 GA0789'CORNER OF A GARAGE, 1 YARD NORTHWEST OF A WIRE FENCE LINE, AND
 GA0789'6 INCHES HIGHER THAN THE HIGHWAY, 1.4 FEET NORTHWEST OF STEEL
 GA0789'WITNESS POST.  A STANDARD DISK, STAMPED F 99 1935 AND SET IN THE
 GA0789'TOP OF A CONCRETE POST.
 GA0789
 GA0789                          STATION RECOVERY (1950)
 GA0789
 GA0789'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0789'RECOVERED IN GOOD CONDITION.
 GA0789
 GA0789                          STATION RECOVERY (2004)
 GA0789
 GA0789'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GA0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2794 ***********************************************************************
 FE2794  SACS        -  This is a Secondary Airport Control Station.
 FE2794  DESIGNATION -  FAA 2M8 A
 FE2794  PID         -  FE2794
 FE2794  STATE/COUNTY-  TN/SHELBY
 FE2794  USGS QUAD   -  MILLINGTON (1997)
 FE2794
 FE2794                         *CURRENT SURVEY CONTROL
 FE2794  ___________________________________________________________________
 FE2794* NAD 83(1995)-  35 16 45.68598(N)    089 55 54.44769(W)     ADJUSTED  
 FE2794* NAVD 88     -        73.95   (meters)     242.6    (feet)  GPS OBS   
 FE2794  ___________________________________________________________________
 FE2794  X           -       6,205.480 (meters)                     COMP
 FE2794  Y           -  -5,212,622.696 (meters)                     COMP
 FE2794  Z           -   3,663,238.208 (meters)                     COMP
 FE2794  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FE2794  ELLIP HEIGHT-          46.66  (meters)          (02/20/01) GPS OBS
 FE2794  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2794
 FE2794  HORZ ORDER  -  FIRST
 FE2794  ELLP ORDER  -  SECOND    CLASS I
 FE2794
 FE2794.This mark is at Charles W Baker Airport (2M8)
 FE2794
 FE2794.The horizontal coordinates were established by GPS observations
 FE2794.and adjusted by the National Geodetic Survey in February 2001..
 FE2794
 FE2794.The orthometric height was determined by GPS observations and a
 FE2794.high-resolution geoid model.
 FE2794
 FE2794.GPS derived orthometric heights for airport stations designated as
 FE2794.PACS or SACS are published to 2 decimal places.  This maintains
 FE2794.centimeter relative accuracy between the PACS and SACS.  It does
 FE2794.not indicate centimeter accuracy relative to other marks which are
 FE2794.part of the NAVD 88 network.
 FE2794
 FE2794.Photographs are available for this station.
 FE2794
 FE2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2794
 FE2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2794
 FE2794.The ellipsoidal height was determined by GPS observations
 FE2794.and is referenced to NAD 83.
 FE2794
 FE2794.The geoid height was determined by GEOID03.
 FE2794
 FE2794;                    North         East     Units Scale Factor Converg.
 FE2794;SPC TN       -   112,145.821   242,396.142   MT  0.99999495   -2 18 06.6
 FE2794;SPC TN       -   367,931.75    795,261.34   sFT  0.99999495   -2 18 06.6
 FE2794;UTM  16      - 3,907,965.799   233,342.593   MT  1.00047639   -1 41 39.5
 FE2794;UTM  15      - 3,908,341.487   779,069.020   MT  1.00055989   +1 46 23.6
 FE2794
 FE2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2794!SPC TN       -   0.99999268  x   0.99999495  =   0.99998763
 FE2794!UTM  16      -   0.99999268  x   1.00047639  =   1.00046906
 FE2794!UTM  15      -   0.99999268  x   1.00055989  =   1.00055256
 FE2794
 FE2794:                Primary Azimuth Mark                     Grid Az
 FE2794:SPC TN       -  2M8 A                                    007 18 39.2
 FE2794:UTM  16      -  2M8 A                                    006 42 12.1
 FE2794:UTM  15      -  2M8 A                                    003 14 09.0
 FE2794
 FE2794|---------------------------------------------------------------------|
 FE2794| PID    Reference Object                     Distance      Geod. Az  |
 FE2794|                                                           dddmmss.s |
 FE2794| AI9820 2M8 A                               468.290 METERS 0050032.6 |
 FE2794| FE2795 FAA 2M8 B                           APPROX. 0.5 KM 1850347.5 |
 FE2794|---------------------------------------------------------------------|
 FE2794
 FE2794                          SUPERSEDED SURVEY CONTROL
 FE2794
 FE2794  NAD 83(1995)-  35 16 45.68561(N)    089 55 54.44704(W) AD(       ) 3
 FE2794  ELLIP H (04/12/99)   46.68   (m)                       GP(       ) 4 1
 FE2794  NAD 83(1995)-  35 16 45.68461(N)    089 55 54.44527(W) AD(       ) 3
 FE2794  NAD 83(1995)-  35 16 45.68463(N)    089 55 54.44529(W) AD(       ) 3
 FE2794  NGVD 29 (05/21/91)   74.0    (m)          243.     (f) GPS OBS        
 FE2794
 FE2794.Superseded values are not recommended for survey control.
 FE2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2794.See file dsdata.txt to determine how the superseded data were derived.
 FE2794
 FE2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3334307966(NAD 83)
 FE2794_MARKER: DH = HORIZONTAL CONTROL DISK
 FE2794_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FE2794_SP_SET: HEAD WALL OF CULVERT
 FE2794_STAMPING: FAA 2M8 A 1991
 FE2794_MARK LOGO: NGS   
 FE2794_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2794+STABILITY: SURFACE MOTION
 FE2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2794+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 FE2794
 FE2794  HISTORY     - Date     Condition        Report By
 FE2794  HISTORY     - 1991     MONUMENTED       NGS
 FE2794  HISTORY     - 1999     GOOD             LOWE
 FE2794  HISTORY     - 20060111 GOOD             AERODA
 FE2794
 FE2794                          STATION DESCRIPTION
 FE2794
 FE2794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FE2794'THE STATION IS LOCATED ABOUT 6.05 KM (3.76 MI) NORTHEAST OF NORTH
 FE2794'MEMPHIS, 13.67 KM (8.49 MI) SOUTHEAST OF MILLINGTON, AT THE CHARLES
 FE2794'W. BAKER AIRPORT AND ON THE WEST SIDE OF THE TAXIWAY.
 FE2794'OWNERSHIP--MEMPHIS/SHELBY COUNTY AIRPORT AUTHORITY, P.O. BOX 38168,
 FE2794'MEMPHIS, TN 38053, PHONE 901-922-8000, AIRPORT MANAGER IS KEITH
 FE2794'WILSON, PHONE 901-873-3838.
 FE2794'TO REACH THE STATION FORM THE JUNCTION OF STATE HIGHWAYS 51 AND 388,
 FE2794'ON THE NORTH SIDE OF MEMPHIS, GO NORTH ON STATE HIGHWAY 51 FOR 5.0 KM
 FE2794'(3.1 MI) TO THE JUNCTION OF FITE ROAD ON THE RIGHT WITH AIRPORT SIGN
 FE2794'(CHARLES W. BAKER AIRPORT), TURN RIGHT, EAST, ON FITE ROAD FOR 4.6 KM
 FE2794'(2.9 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT (BLUE SKY DRIVE),
 FE2794'TURN LEFT, NORTH, ON BLUE SKY DRIVE FOR 0.56 KM (0.35 MI) TO THE
 FE2794'PARKING LOT ON THE RIGHT, TURN RIGHT, EAST, THRU THE PARKING LOT TO A
 FE2794'GATE AND THE AIRPORT OFFICE ON THE LEFT, PASS THRU THE GATE AND ONTO
 FE2794'THE APRON, CONTINUE EAST ACROSS THE APRON TO THE JUNCTION OF THE
 FE2794'TAXIWAY, TURN LEFT, NORTH, ON THE TAXIWAY FOR 0.32 KM (0.20 MI) TO
 FE2794'THE STATION ON THE RIGHT.
 FE2794'THE STATION IS LOCATED 38.5 M (126.3 FT) NORTH OF THE CENTER OF THE
 FE2794'TAXIWAY APPROACH TO THE CENTER OF THE RUNWAY, 36.5 M (119.8 FT) WEST
 FE2794'OF THE CENTER OF THE RUNWAY, 24.7 M (81.0 FT) EAST OF THE CENTER OF
 FE2794'THE TAXIWAY AND 0.6 M (2.0 FT) NORTHEAST OF A FIBERGLASS WITNESS
 FE2794'POST.
 FE2794
 FE2794                          STATION RECOVERY (1999)
 FE2794
 FE2794'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2794'RECOVERED 1999
 FE2794'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2794'SECONDARY AIRPORT CONTROL STATION.
 FE2794' 
 FE2794' 
 FE2794' 
 FE2794'
 FE2794
 FE2794                          STATION RECOVERY (2006)
 FE2794
 FE2794'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 FE2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2795 ***********************************************************************
 FE2795  DESIGNATION -  FAA 2M8 B
 FE2795  PID         -  FE2795
 FE2795  STATE/COUNTY-  TN/SHELBY
 FE2795  USGS QUAD   -  MILLINGTON (1997)
 FE2795
 FE2795                         *CURRENT SURVEY CONTROL
 FE2795  ___________________________________________________________________
 FE2795* NAD 83(1995)-  35 16 28.00014(N)    089 55 56.35848(W)     ADJUSTED  
 FE2795* NAVD 88     -        73.0    (meters)     240.     (feet)  VERTCON   
 FE2795  ___________________________________________________________________
 FE2795  X           -       6,157.562 (meters)                     COMP
 FE2795  Y           -  -5,212,936.784 (meters)                     COMP
 FE2795  Z           -   3,662,792.713 (meters)                     COMP
 FE2795  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FE2795  ELLIP HEIGHT-          45.74  (meters)          (04/12/99) GPS OBS
 FE2795  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2795
 FE2795  HORZ ORDER  -  THIRD
 FE2795  ELLP ORDER  -  FOURTH    CLASS I
 FE2795
 FE2795.This mark is at Charles W Baker Airport (2M8)
 FE2795
 FE2795.The horizontal coordinates were established by GPS observations
 FE2795.and adjusted by the National Geodetic Survey in April 1999..
 FE2795
 FE2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2795
 FE2795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2795
 FE2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2795
 FE2795.The ellipsoidal height was determined by GPS observations
 FE2795.and is referenced to NAD 83.
 FE2795
 FE2795.The geoid height was determined by GEOID03.
 FE2795
 FE2795;                    North         East     Units Scale Factor Converg.
 FE2795;SPC TN       -   111,603.157   242,325.999   MT  0.99999578   -2 18 07.7
 FE2795;SPC TN       -   366,151.36    795,031.22   sFT  0.99999578   -2 18 07.7
 FE2795;UTM  16      - 3,907,422.159   233,278.178   MT  1.00047682   -1 41 39.8
 FE2795;UTM  15      - 3,907,794.902   779,037.599   MT  1.00055968   +1 46 21.8
 FE2795
 FE2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2795!SPC TN       -   0.99999282  x   0.99999578  =   0.99998860
 FE2795!UTM  16      -   0.99999282  x   1.00047682  =   1.00046964
 FE2795!UTM  15      -   0.99999282  x   1.00055968  =   1.00055250
 FE2795
 FE2795:                Primary Azimuth Mark                     Grid Az
 FE2795:SPC TN       -  FAA 2M8 A                                007 21 54.1
 FE2795:UTM  16      -  FAA 2M8 A                                006 45 26.2
 FE2795:UTM  15      -  FAA 2M8 A                                003 17 24.6
 FE2795
 FE2795|---------------------------------------------------------------------|
 FE2795| PID    Reference Object                     Distance      Geod. Az  |
 FE2795|                                                           dddmmss.s |
 FE2795| FE2794 FAA 2M8 A                           APPROX. 0.5 KM 0050346.4 |
 FE2795|---------------------------------------------------------------------|
 FE2795
 FE2795                          SUPERSEDED SURVEY CONTROL
 FE2795
 FE2795  NAD 83(1995)-  35 16 27.99912(N)    089 55 56.35670(W) AD(       ) 3
 FE2795  NAD 83(1995)-  35 16 27.99914(N)    089 55 56.35672(W) AD(       ) 3
 FE2795  NGVD 29 (05/21/91)   73.0    (m)          240.     (f) GPS OBS        
 FE2795
 FE2795.Superseded values are not recommended for survey control.
 FE2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2795.See file dsdata.txt to determine how the superseded data were derived.
 FE2795
 FE2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3327807422(NAD 83)
 FE2795_MARKER: DZ = AZIMUTH MARK DISK
 FE2795_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FE2795_SP_SET: HEAD WALL OF CULVERT
 FE2795_STAMPING: FAA 2M8 B 1991
 FE2795_MARK LOGO: NGS   
 FE2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2795+STABILITY: SURFACE MOTION
 FE2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2795+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FE2795
 FE2795  HISTORY     - Date     Condition        Report By
 FE2795  HISTORY     - 1991     MONUMENTED       NGS
 FE2795
 FE2795                          STATION DESCRIPTION
 FE2795
 FE2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FE2795'THE STATION IS LOCATED ABOUT 6.05 KM (3.76 MI) NORTHEAST OF NORTH
 FE2795'MEMPHIS, 13.67 KM (8.49 MI) SOUTHEAST OF MILLINGTON, AT THE CHARLES
 FE2795'W. BAKER AIRPORT AND ON THE WEST SIDE OF THE TAXIWAY NEAR THE SOUTH
 FE2795'END OF RUNWAY 36.  OWNERSHIP--MEMPHIS/SHELBY COUNTY AIRPORT
 FE2795'AUTHORITY, P.O. BOX 38168, MEMPHIS, TN 38053, PHONE 901-922-8000,
 FE2795'AIRPORT MANAGER IS KEITH WILSON, PHONE 901-873-3838.
 FE2795'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 388,
 FE2795'ON THE NORTH SIDE OF MEMPHIS, GO NORTH ON STATE HIGHWAY 51 FOR 5.0 KM
 FE2795'(3.1 MI) TO THE JUNCTION OF FITE ROAD ON THE RIGHT WITH AIRPORT SIGN
 FE2795'(CHARLES W. BAKER AIRPORT), TURN RIGHT, EAST, ON FITE ROAD FOR 4.6 KM
 FE2795'(2.9 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT (BLUE SKY DRIVE),
 FE2795'TURN LEFT, NORTH, ON BLUE SKY DRIVE FOR 0.56 KM (0.35 MI) TO THE
 FE2795'PARKING LOT ON THE RIGHT, TURN RIGHT, EAST, THRU THE PARKING LOT TO A
 FE2795'GATE AND THE AIRPORT OFFICE ON THE LEFT, PASS THRU THE GATE AND ONTO
 FE2795'THE APRON, CONTINUE EAST ACROSS THE APRON TO THE JUNCTION OF THE
 FE2795'TAXIWAY, TURN RIGHT, SOUTH, ON THE TAXIWAY FOR 0.32 KM (0.20 MI) TO
 FE2795'THE STATION ON THE LEFT.
 FE2795'THE STATION IS LOCATED 44.3 M (145.3 FT) WEST OF THE CENTER OF THE
 FE2795'RUNWAY, 27.5 M (90.2 FT) EAST OF THE CENTER OF THE TAXIWAY AND 0.8 M
 FE2795'(2.6 FT) EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1926 ***********************************************************************
 GD1926  SACS        -  This is a Secondary Airport Control Station.
 GD1926  DESIGNATION -  FAA HZD A
 GD1926  PID         -  GD1926
 GD1926  STATE/COUNTY-  TN/CARROLL
 GD1926  USGS QUAD   -  HUNTINGDON (1983)
 GD1926
 GD1926                         *CURRENT SURVEY CONTROL
 GD1926  ___________________________________________________________________
 GD1926* NAD 83(1995)-  36 05 10.37305(N)    088 27 53.65980(W)     ADJUSTED  
 GD1926* NAVD 88     -       145.65   (meters)     477.9    (feet)  GPS OBS   
 GD1926  ___________________________________________________________________
 GD1926  X           -     138,244.971 (meters)                     COMP
 GD1926  Y           -  -5,158,612.724 (meters)                     COMP
 GD1926  Z           -   3,735,995.900 (meters)                     COMP
 GD1926  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1926  ELLIP HEIGHT-         117.32  (meters)          (02/20/01) GPS OBS
 GD1926  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1926
 GD1926  HORZ ORDER  -  FIRST
 GD1926  ELLP ORDER  -  SECOND    CLASS I
 GD1926
 GD1926.This mark is at Carroll County Airport (HZD)
 GD1926
 GD1926.The horizontal coordinates were established by GPS observations
 GD1926.and adjusted by the National Geodetic Survey in February 2001..
 GD1926
 GD1926.The orthometric height was determined by GPS observations and a
 GD1926.high-resolution geoid model.
 GD1926
 GD1926.GPS derived orthometric heights for airport stations designated as
 GD1926.PACS or SACS are published to 2 decimal places.  This maintains
 GD1926.centimeter relative accuracy between the PACS and SACS.  It does
 GD1926.not indicate centimeter accuracy relative to other marks which are
 GD1926.part of the NAVD 88 network.
 GD1926
 GD1926.Photographs are available for this station.
 GD1926
 GD1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1926
 GD1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1926
 GD1926.The ellipsoidal height was determined by GPS observations
 GD1926.and is referenced to NAD 83.
 GD1926
 GD1926.The geoid height was determined by GEOID03.
 GD1926
 GD1926;                    North         East     Units Scale Factor Converg.
 GD1926;SPC TN       -   197,276.805   378,029.966   MT  0.99995805   -1 26 35.0
 GD1926;SPC TN       -   647,232.32  1,240,253.31   sFT  0.99995805   -1 26 35.0
 GD1926;UTM  16      - 3,994,504.198   368,110.967   MT  0.99981433   -0 51 46.6
 GD1926
 GD1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1926!SPC TN       -   0.99998159  x   0.99995805  =   0.99993964
 GD1926!UTM  16      -   0.99998159  x   0.99981433  =   0.99979592
 GD1926
 GD1926:                Primary Azimuth Mark                     Grid Az
 GD1926:SPC TN       -  FAA HZD B                                015 14 08.6
 GD1926:UTM  16      -  FAA HZD B                                014 39 20.2
 GD1926
 GD1926|---------------------------------------------------------------------|
 GD1926| PID    Reference Object                     Distance      Geod. Az  |
 GD1926|                                                           dddmmss.s |
 GD1926| GD1927 FAA HZD B                           APPROX. 0.6 KM 0134733.6 |
 GD1926|---------------------------------------------------------------------|
 GD1926
 GD1926                          SUPERSEDED SURVEY CONTROL
 GD1926
 GD1926  NAD 83(1995)-  36 05 10.37278(N)    088 27 53.66004(W) AD(       ) 3
 GD1926  ELLIP H (04/12/99)  117.30   (m)                       GP(       ) 4 1
 GD1926  NAD 83(1995)-  36 05 10.37301(N)    088 27 53.66051(W) AD(       ) 3
 GD1926  NAD 83(1995)-  36 05 10.37328(N)    088 27 53.66173(W) AD(       ) 3
 GD1926  NGVD 29 (05/21/91)  145.6    (m)          478.     (f) GPS OBS        
 GD1926
 GD1926.Superseded values are not recommended for survey control.
 GD1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1926.See file dsdata.txt to determine how the superseded data were derived.
 GD1926
 GD1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6811194504(NAD 83)
 GD1926_MARKER: DH = HORIZONTAL CONTROL DISK
 GD1926_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GD1926_SP_SET: HEADWALL OF CULVERT
 GD1926_STAMPING: FAA HZD A 1990
 GD1926_MARK LOGO: NGS   
 GD1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1926+STABILITY: SURFACE MOTION
 GD1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1926+SATELLITE: SATELLITE OBSERVATIONS - 1999
 GD1926
 GD1926  HISTORY     - Date     Condition        Report By
 GD1926  HISTORY     - 1990     MONUMENTED       NGS
 GD1926  HISTORY     - 19910131 GOOD
 GD1926  HISTORY     - 1999     GOOD             LOWE
 GD1926
 GD1926                          STATION DESCRIPTION
 GD1926
 GD1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GD1926'THE STATION IS LOCATED ABOUT 7.24 KM (4.50 MI) SOUTHEAST OF MCKENZIE,
 GD1926'8.04 KM (5.00 MI) NORTHWEST OF HUNTINGDON AND AT THE CARROLL COUNTY
 GD1926'AIRPORT.  OWNERSHIP--CARROLL COUNTY, CARROLL COUNTY COURTHOUSE,
 GD1926'HUNTINGDON, TN 38344, PHONE 901-986-3762, AIRPORT MANAGER IS TOMMY
 GD1926'SWOR, PHONE 901-352-7278.
 GD1926'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 22, ON
 GD1926'THE SOUTHEAST SIDE OF MCKENZIE, GO SOUTHEAST ON STATE HIGHWAY 22 FOR
 GD1926'7.25 KM (4.50 MI) TO THE JUNCTION OF A PAVED ROAD LEFT (WITH AIRPORT
 GD1926'SIGN), TURN LEFT, EASTERLY, ON THE PAVED ROAD FOR 0.48 KM (0.30 MI)
 GD1926'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, NORTH, ON THE
 GD1926'ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO THE AIRPORT OFFICE STRAIGHT
 GD1926'AHEAD AND A GATE ON THE RIGHT, TURN RIGHT, EAST, PASSING THRU THE
 GD1926'GATE AND ONTO THE APRON, CONTINUE AHEAD TO THE TAXIWAY AND GO
 GD1926'EASTERLY ON THE TAXIWAY FOR ABOUT 0.08 KM (0.05 MI) TO THE STATION ON
 GD1926'THE RIGHT.
 GD1926'THE STATION IS IN TOP OF THE CENTER OF THE HEADWALL OF A CONCRETE
 GD1926'CULVERT 69.3 M (227.4 FT) EAST OF THE CENTER OF THE RUNWAY, 38.8 M
 GD1926'(127.3 FT) NORTH OF THE CENTER OF THE TAXIWAY AND 0.5 M (1.6 FT) EAST
 GD1926'OF A FIBERGLASS WITNESS POST.
 GD1926
 GD1926                          STATION RECOVERY (1991)
 GD1926
 GD1926'RECOVERED 1991
 GD1926'RECOVERED IN GOOD CONDITION.
 GD1926
 GD1926                          STATION RECOVERY (1999)
 GD1926
 GD1926'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1926'RECOVERED 1999
 GD1926'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 GD1926'SECONDARY AIRPORT CONTROL STATION.
 GD1926' 
 GD1926' 
 GD1926'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1927 ***********************************************************************
 GD1927  DESIGNATION -  FAA HZD B
 GD1927  PID         -  GD1927
 GD1927  STATE/COUNTY-  TN/CARROLL
 GD1927  USGS QUAD   -  HUNTINGDON (1983)
 GD1927
 GD1927                         *CURRENT SURVEY CONTROL
 GD1927  ___________________________________________________________________
 GD1927* NAD 83(1995)-  36 05 28.04716(N)    088 27 48.31408(W)     ADJUSTED  
 GD1927* NAVD 88     -       143.8    (meters)     472.     (feet)  VERTCON   
 GD1927  ___________________________________________________________________
 GD1927  X           -     138,370.023 (meters)                     COMP
 GD1927  Y           -  -5,158,286.944 (meters)                     COMP
 GD1927  Z           -   3,736,435.094 (meters)                     COMP
 GD1927  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GD1927  ELLIP HEIGHT-         115.56  (meters)          (04/12/99) GPS OBS
 GD1927  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1927
 GD1927  HORZ ORDER  -  THIRD
 GD1927  ELLP ORDER  -  FOURTH    CLASS I
 GD1927
 GD1927.This mark is at Carroll County Airport (HZD)
 GD1927
 GD1927.The horizontal coordinates were established by GPS observations
 GD1927.and adjusted by the National Geodetic Survey in April 1999..
 GD1927
 GD1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1927
 GD1927.Photographs are available for this station.
 GD1927
 GD1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1927
 GD1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1927
 GD1927.The ellipsoidal height was determined by GPS observations
 GD1927.and is referenced to NAD 83.
 GD1927
 GD1927.The geoid height was determined by GEOID03.
 GD1927
 GD1927;                    North         East     Units Scale Factor Converg.
 GD1927;SPC TN       -   197,818.001   378,177.368   MT  0.99995843   -1 26 31.9
 GD1927;SPC TN       -   649,007.89  1,240,736.91   sFT  0.99995843   -1 26 31.9
 GD1927;UTM  16      - 3,995,046.781   368,252.862   MT  0.99981387   -0 51 43.9
 GD1927
 GD1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1927!SPC TN       -   0.99998186  x   0.99995843  =   0.99994029
 GD1927!UTM  16      -   0.99998186  x   0.99981387  =   0.99979574
 GD1927
 GD1927:                Primary Azimuth Mark                     Grid Az
 GD1927:SPC TN       -  FAA HZD A                                195 14 08.7
 GD1927:UTM  16      -  FAA HZD A                                194 39 20.7
 GD1927
 GD1927|---------------------------------------------------------------------|
 GD1927| PID    Reference Object                     Distance      Geod. Az  |
 GD1927|                                                           dddmmss.s |
 GD1927| GD1926 FAA HZD A                           APPROX. 0.6 KM 1934736.8 |
 GD1927|---------------------------------------------------------------------|
 GD1927
 GD1927                          SUPERSEDED SURVEY CONTROL
 GD1927
 GD1927  NAD 83(1995)-  36 05 28.04739(N)    088 27 48.31455(W) AD(       ) 3
 GD1927  NAD 83(1995)-  36 05 28.04766(N)    088 27 48.31577(W) AD(       ) 3
 GD1927  NGVD 29 (05/21/91)  143.9    (m)          472.     (f) GPS OBS        
 GD1927
 GD1927.Superseded values are not recommended for survey control.
 GD1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1927.See file dsdata.txt to determine how the superseded data were derived.
 GD1927
 GD1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6825395047(NAD 83)
 GD1927_MARKER: DZ = AZIMUTH MARK DISK
 GD1927_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GD1927_SP_SET: HEADWALL OF CULVERT
 GD1927_STAMPING: FAA HZD B 1990
 GD1927_MARK LOGO: NGS   
 GD1927_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1927+STABILITY: SURFACE MOTION
 GD1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1927+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 GD1927
 GD1927  HISTORY     - Date     Condition        Report By
 GD1927  HISTORY     - 1990     MONUMENTED       NGS
 GD1927  HISTORY     - 19910201 GOOD
 GD1927
 GD1927                          STATION DESCRIPTION
 GD1927
 GD1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GD1927'THE STATION IS LOCATED ABOUT 7.24 KM (4.50 MI) SOUTHEAST OF MCKENZIE,
 GD1927'8.04 KM (5.00 MI) NORTHWEST OF HUNTINGDON, AT THE CARROLL COUNTY
 GD1927'AIRPORT AND ON THE EAST SIDE OF THE RUNWAY.  OWNERSHIP--CARROLL
 GD1927'COUNTY, CARROLL COUNTY COURTHOUSE, HUNTINGDON, TN 38344, PHONE
 GD1927'901-986-3762, AIRPORT MANAGER IS TOMMY SWOR, PHONE 901-352-7278.
 GD1927'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 22, ON
 GD1927'THE SOUTHEAST SIDE OF MCKENZIE, GO SOUTHEAST ON STATE HIGHWAY 22 FOR
 GD1927'7.25 KM (4.50 MI) TO THE JUNCTION OF A PAVED ROAD LEFT (WITH AIRPORT
 GD1927'SIGN), TURN LEFT, EASTERLY, ON THE PAVED ROAD FOR 0.48 KM (0.30 MI)
 GD1927'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, NORTH, ON THE
 GD1927'ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO THE AIRPORT OFFICE STRAIGHT
 GD1927'AHEAD AND A GATE ON THE RIGHT, TURN RIGHT, EAST, PASSING THRU THE
 GD1927'GATE AND ONTO THE APRON, CONTINUE AHEAD TO THE TAXIWAY THEN GO
 GD1927'EASTERLY ON THE TAXIWAY TO THE JUNCTION OF THE RUNWAY, TURN LEFT,
 GD1927'NORTH, ONTO THE RUNWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 GD1927'LEFT.
 GD1927'THE STATION IS ABOUT 0.91 M (2.99 FT) BELOW THE LEVEL OF THE RUNWAY
 GD1927'AND 54.1 M (177.5 FT) EAST OF THE CENTER OF THE RUNWAY, 39.4 M
 GD1927'(129.3 FT) EAST OF RUNWAY LIGHT NUMBER 63, 7.7 M (25.3 FT) EAST OF A
 GD1927'FIBERGLASS WITNESS POST AND 0.7 M (2.3 FT) NORTH OF A FIBERGLASS
 GD1927'WITNESS POST.
 GD1927
 GD1927                          STATION RECOVERY (1991)
 GD1927
 GD1927'RECOVERED 1991
 GD1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2760 ***********************************************************************
 GC2760  DESIGNATION -  FAA M33 A
 GC2760  PID         -  GC2760
 GC2760  STATE/COUNTY-  TN/SUMNER
 GC2760  USGS QUAD   -  GALLATIN (1983)
 GC2760
 GC2760                         *CURRENT SURVEY CONTROL
 GC2760  ___________________________________________________________________
 GC2760* NAD 83(1995)-  36 22 41.94926(N)    086 24 34.00458(W)     ADJUSTED  
 GC2760* NAVD 88     -       171.4    (meters)     562.     (feet)  VERTCON   
 GC2760  ___________________________________________________________________
 GC2760  X           -     321,980.629 (meters)                     COMP
 GC2760  Y           -  -5,131,234.291 (meters)                     COMP
 GC2760  Z           -   3,762,156.117 (meters)                     COMP
 GC2760  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 GC2760  ELLIP HEIGHT-         142.00  (meters)          (04/12/99) GPS OBS
 GC2760  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2760
 GC2760  HORZ ORDER  -  THIRD
 GC2760  ELLP ORDER  -  FOURTH    CLASS I
 GC2760
 GC2760.This mark is at Sumner Co Regional Airport (M33)
 GC2760
 GC2760.The horizontal coordinates were established by GPS observations
 GC2760.and adjusted by the National Geodetic Survey in April 1999..
 GC2760
 GC2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2760
 GC2760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2760
 GC2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2760
 GC2760.The ellipsoidal height was determined by GPS observations
 GC2760.and is referenced to NAD 83.
 GC2760
 GC2760.The geoid height was determined by GEOID03.
 GC2760
 GC2760;                    North         East     Units Scale Factor Converg.
 GC2760;SPC TN       -   226,970.264   563,260.343   MT  0.99999342   -0 14 22.9
 GC2760;SPC TN       -   744,651.61  1,847,963.31   sFT  0.99999342   -0 14 22.9
 GC2760;UTM  16      - 4,026,072.829   552,970.157   MT  0.99963457   +0 21 01.0
 GC2760
 GC2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2760!SPC TN       -   0.99997771  x   0.99999342  =   0.99997113
 GC2760!UTM  16      -   0.99997771  x   0.99963457  =   0.99961229
 GC2760
 GC2760:                Primary Azimuth Mark                     Grid Az
 GC2760:SPC TN       -  FAA M33 B                                171 31 13.2
 GC2760:UTM  16      -  FAA M33 B                                170 55 49.3
 GC2760
 GC2760|---------------------------------------------------------------------|
 GC2760| PID    Reference Object                     Distance      Geod. Az  |
 GC2760|                                                           dddmmss.s |
 GC2760| GC2761 FAA M33 B                           461.815 METERS 1711650.3 |
 GC2760|---------------------------------------------------------------------|
 GC2760
 GC2760                          SUPERSEDED SURVEY CONTROL
 GC2760
 GC2760  NAD 83(1995)-  36 22 41.94961(N)    086 24 34.00461(W) AD(       ) 3
 GC2760  NAD 83(1995)-  36 22 41.95144(N)    086 24 34.00957(W) AD(       ) 3
 GC2760  NGVD 29 (05/21/91)  171.5    (m)          563.     (f) GPS OBS        
 GC2760
 GC2760.Superseded values are not recommended for survey control.
 GC2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2760.See file dsdata.txt to determine how the superseded data were derived.
 GC2760
 GC2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5297026073(NAD 83)
 GC2760_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2760_SETTING: 66 = SET IN ROCK OUTCROP
 GC2760_SP_SET: ROCK OUTCROP
 GC2760_STAMPING: FAA M33 A 1990
 GC2760_MARK LOGO: NGS   
 GC2760_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2760+STABILITY: POSITION/ELEVATION WELL
 GC2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2760+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1991
 GC2760
 GC2760  HISTORY     - Date     Condition        Report By
 GC2760  HISTORY     - 1990     MONUMENTED       NGS
 GC2760  HISTORY     - 19910129 GOOD
 GC2760
 GC2760                          STATION DESCRIPTION
 GC2760
 GC2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GC2760'THE STATION IS LOCATED 4.75 KM (2.95 MI) EAST OF GALLATIN, 24.2 KM
 GC2760'(15.0 MI) NORTHWEST OF LEBANON, 40.23 KM (25.00 MI) NORTHEAST OF
 GC2760'NASHVILLE AND AT THE GALLATIN MUNICIPAL AIRPORT.  OWNERSHIP--COUNTY
 GC2760'OF SUMNER, PUBLIC SQUARE, GALLATIN, TN 37066, PHONE 615-452-3634,
 GC2760'AIRPORT MANAGER IS JAN EASTERLING, PHONE 615-452-6699.
 GC2760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 GC2760'HIGHWAY 31E IN THE CENTER OF GALLATIN, GO EAST ON STATE HIGHWAY 25
 GC2760'FOR 2.57 KM (1.60 MI) TO THE JUNCTION OF CAIRO ROAD ON THE RIGHT (AT
 GC2760'A TEXACO SERVICE STATION-FOOD MART), TURN RIGHT, SOUTHEAST, ON CAIRO
 GC2760'ROAD FOR 1.05 KM (0.65 MI) TO A STOP SIGN AND THE JUNCTION OF AIRPORT
 GC2760'BLVD, TURN RIGHT, SOUTH, ON AIRPORT BLVD FOR 0.88 KM (0.55 MI) TO THE
 GC2760'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST, ON THE ENTRANCE
 GC2760'ROAD FOR 0.16 KM (0.10 MI) TO A GATE AND THE AIRPORT OFFICE ON THE
 GC2760'LEFT, PASS THRU THE GATE AND ONTO THE APRON, CONTINUE EAST ACROSS THE
 GC2760'APRON TO ITS EAST EDGE, CONTINUE EASTERLY ONTO THE GRASS FOR ABOUT
 GC2760'0.08 KM (0.05 MI) TO THE STATION IN ROCK OUTCROP.
 GC2760'THE STATION IS LOCATED 59.4 M (194.9 FT) EAST OF THE EAST EDGE OF THE
 GC2760'APRON, 37.4 M (122.7 FT) NORTHWEST OF A RUNWAY LIGHT, 35.7 M
 GC2760'(117.1 FT) WEST OF THE CENTER OF THE RUNWAY, 33.7 M (110.6 FT)
 GC2760'SOUTHWEST OF A RUNWAY LIGHT AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS
 GC2760'WITNESS POST.
 GC2760
 GC2760                          STATION RECOVERY (1991)
 GC2760
 GC2760'RECOVERED 1991
 GC2760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2761 ***********************************************************************
 GC2761  DESIGNATION -  FAA M33 B
 GC2761  PID         -  GC2761
 GC2761  STATE/COUNTY-  TN/SUMNER
 GC2761  USGS QUAD   -  LAGUARDO (1983)
 GC2761
 GC2761                         *CURRENT SURVEY CONTROL
 GC2761  ___________________________________________________________________
 GC2761* NAD 83(1995)-  36 22 27.14002(N)    086 24 31.19598(W)     ADJUSTED  
 GC2761* NAVD 88     -       168.0    (meters)     551.     (feet)  VERTCON   
 GC2761  ___________________________________________________________________
 GC2761  X           -     322,067.287 (meters)                     COMP
 GC2761  Y           -  -5,131,497.395 (meters)                     COMP
 GC2761  Z           -   3,761,786.576 (meters)                     COMP
 GC2761  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GC2761  ELLIP HEIGHT-         138.62  (meters)          (04/12/99) GPS OBS
 GC2761  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2761
 GC2761  HORZ ORDER  -  THIRD
 GC2761  ELLP ORDER  -  FOURTH    CLASS I
 GC2761
 GC2761.This mark is at Sumner Co Regional Airport (M33)
 GC2761
 GC2761.The horizontal coordinates were established by GPS observations
 GC2761.and adjusted by the National Geodetic Survey in April 1999..
 GC2761
 GC2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2761
 GC2761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2761
 GC2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2761
 GC2761.The ellipsoidal height was determined by GPS observations
 GC2761.and is referenced to NAD 83.
 GC2761
 GC2761.The geoid height was determined by GEOID03.
 GC2761
 GC2761;                    North         East     Units Scale Factor Converg.
 GC2761;SPC TN       -   226,513.500   563,328.441   MT  0.99999274   -0 14 21.3
 GC2761;SPC TN       -   743,153.04  1,848,186.73   sFT  0.99999274   -0 14 21.3
 GC2761;UTM  16      - 4,025,616.954   553,042.928   MT  0.99963466   +0 21 02.5
 GC2761
 GC2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2761!SPC TN       -   0.99997825  x   0.99999274  =   0.99997099
 GC2761!UTM  16      -   0.99997825  x   0.99963466  =   0.99961291
 GC2761
 GC2761:                Primary Azimuth Mark                     Grid Az
 GC2761:SPC TN       -  FAA M33 A                                351 31 13.2
 GC2761:UTM  16      -  FAA M33 A                                350 55 49.4
 GC2761
 GC2761|---------------------------------------------------------------------|
 GC2761| PID    Reference Object                     Distance      Geod. Az  |
 GC2761|                                                           dddmmss.s |
 GC2761| GC2760 FAA M33 A                           461.815 METERS 3511651.9 |
 GC2761|---------------------------------------------------------------------|
 GC2761
 GC2761                          SUPERSEDED SURVEY CONTROL
 GC2761
 GC2761  NAD 83(1995)-  36 22 27.14038(N)    086 24 31.19601(W) AD(       ) 3
 GC2761  NAD 83(1995)-  36 22 27.14220(N)    086 24 31.20097(W) AD(       ) 3
 GC2761  NGVD 29 (05/21/91)  168.1    (m)          552.     (f) GPS OBS        
 GC2761
 GC2761.Superseded values are not recommended for survey control.
 GC2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2761.See file dsdata.txt to determine how the superseded data were derived.
 GC2761
 GC2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5304325617(NAD 83)
 GC2761_MARKER: DZ = AZIMUTH MARK DISK
 GC2761_SETTING: 66 = SET IN ROCK OUTCROP
 GC2761_SP_SET: ROCK OUTCROP
 GC2761_STAMPING: FAA M33 B 1990
 GC2761_MARK LOGO: NGS   
 GC2761_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2761+STABILITY: POSITION/ELEVATION WELL
 GC2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2761+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1991
 GC2761
 GC2761  HISTORY     - Date     Condition        Report By
 GC2761  HISTORY     - 1990     MONUMENTED       NGS
 GC2761  HISTORY     - 19910129 GOOD
 GC2761
 GC2761                          STATION DESCRIPTION
 GC2761
 GC2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GC2761'THE STATION IS LOCATED 4.75 KM (2.95 MI) EAST OF GALLATIN, 24.2 KM
 GC2761'(15.0 MI) NORTHWEST OF LEBANON, 40.23 KM (25.00 MI) NORTHEAST OF
 GC2761'NASHVILLE AND AT THE GALLATIN MUNICIPAL AIRPORT.  OWNERSHIP--COUNTY
 GC2761'OF SUMNER, PUBLIC SQUARE, GALLATIN, TN 37066, PHONE 615-452-3634,
 GC2761'AIRPORT MANAGER IS JAN EASTERLING, PHONE 615-452-6699.
 GC2761'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 GC2761'HIGHWAY 31E IN THE CENTER OF GALLATIN, GO EAST ON STATE HIGHWAY 25
 GC2761'FOR 2.57 KM (1.60 MI) TO THE JUNCTION OF CAIRO ROAD ON THE RIGHT (AT
 GC2761'A TEXACO SERVICE STATION-FOOD MART), TURN RIGHT, SOUTHEAST, ON CAIRO
 GC2761'ROAD FOR 1.05 KM (0.65 MI) TO A STOP SIGN AND THE JUNCTION OF AIRPORT
 GC2761'BLVD, TURN RIGHT, SOUTH, ON AIRPORT BOULEVARD FOR 0.88 KM (0.55 MI)
 GC2761'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST, ON THE
 GC2761'ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A GATE AND THE AIRPORT OFFICE
 GC2761'ON THE LEFT.  PASS THRU THE GATE AND ONTO THE APRON, BEAR RIGHT,
 GC2761'SOUTHEAST, ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 GC2761'THE TAXIWAYS, TURN RIGHT, SOUTH, ON THE TAXIWAY FOR 0.40 KM
 GC2761'(0.25 MI) TO THE STATION ON THE LEFT JUST BEFORE THE CURVE IN THE
 GC2761'TAXIWAY.
 GC2761'THE STATION IS LOCATED IN THE GRASSY AREA BETWEEN THE RUNWAY AND
 GC2761'TAXIWAY, 37.4 M (122.7 FT) WEST OF THE CENTER OF THE RUNWAY, 34.5 M
 GC2761'(113.2 FT) EAST OF THE CENTER OF THE TAXIWAY, 8.1 M (26.6 FT)
 GC2761'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HEADWALL OF A CULVERT
 GC2761'UNDER THE TAXIWAY AND 0.2 M (0.7 FT) NORTH OF A FIBERGLASS WITNESS
 GC2761'POST.
 GC2761
 GC2761                          STATION RECOVERY (1991)
 GC2761
 GC2761'RECOVERED 1991
 GC2761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1876 ***********************************************************************
 FB1876  DESIGNATION -  FAIR
 FB1876  PID         -  FB1876
 FB1876  STATE/COUNTY-  TN/KNOX
 FB1876  USGS QUAD   -  KNOXVILLE (1978)
 FB1876
 FB1876                         *CURRENT SURVEY CONTROL
 FB1876  ___________________________________________________________________
 FB1876* NAD 83(1995)-  35 59 57.84794(N)    083 52 55.42347(W)     ADJUSTED  
 FB1876* NAVD 88     -       305.409  (meters)    1002.00   (feet)  ADJUSTED  
 FB1876  ___________________________________________________________________
 FB1876  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FB1876  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1876  DYNAMIC HT  -         305.129 (meters)    1001.08  (feet)  COMP
 FB1876  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FB1876
 FB1876  HORZ ORDER  -  SECOND
 FB1876  VERT ORDER  -  FIRST     CLASS I
 FB1876
 FB1876.The horizontal coordinates were established by classical geodetic methods
 FB1876.and adjusted by the National Geodetic Survey in April 1999..
 FB1876
 FB1876.The orthometric height was determined by differential leveling
 FB1876.and adjusted by the National Geodetic Survey in June 1991..
 FB1876
 FB1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1876
 FB1876.The geoid height was determined by GEOID03.
 FB1876
 FB1876.The dynamic height is computed by dividing the NAVD 88
 FB1876.geopotential number by the normal gravity value computed on the
 FB1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1876.degrees latitude (g = 980.6199 gals.).
 FB1876
 FB1876.The modeled gravity was interpolated from observed gravity values.
 FB1876
 FB1876;                    North         East     Units Scale Factor Converg.
 FB1876;SPC TN       -   186,915.226   790,938.570   MT  0.99995255   +1 14 23.7
 FB1876;SPC TN       -   613,237.70  2,594,937.63   sFT  0.99995255   +1 14 23.7
 FB1876;UTM  17      - 3,987,724.510   240,210.495   MT  1.00043169   -1 41 41.8
 FB1876
 FB1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1876!SPC TN       -   0.99995689  x   0.99995255  =   0.99990944
 FB1876!UTM  17      -   0.99995689  x   1.00043169  =   1.00038856
 FB1876
 FB1876|---------------------------------------------------------------------|
 FB1876| PID    Reference Object                     Distance      Geod. Az  |
 FB1876|                                                           dddmmss.s |
 FB1876| FB1875 FAIR RM 1                            27.791 METERS 01314     |
 FB1876| FB1877 FAIR RM 2                            45.991 METERS 08951     |
 FB1876| FB2652 BURLINGTON MC CALLA AVE BAP CH      APPROX. 0.5 KM 1110622.1 |
 FB1876|---------------------------------------------------------------------|
 FB1876
 FB1876                          SUPERSEDED SURVEY CONTROL
 FB1876
 FB1876  NAD 83(1995)-  35 59 57.85677(N)    083 52 55.42057(W) AD(       ) 2
 FB1876  NAD 83(1986)-  35 59 57.86218(N)    083 52 55.41883(W) AD(       ) 2
 FB1876  NAD 27      -  35 59 57.56220(N)    083 52 55.76260(W) AD(       ) 2
 FB1876  NGVD 29 (??/??/92)  305.538  (m)         1002.42   (f) ADJ UNCH    1 1
 FB1876
 FB1876.Superseded values are not recommended for survey control.
 FB1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1876.See file dsdata.txt to determine how the superseded data were derived.
 FB1876
 FB1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4021087725(NAD 83)
 FB1876_MARKER: DS = TRIANGULATION STATION DISK
 FB1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1876_STAMPING: FAIR 1960
 FB1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1876+STABILITY: SURFACE MOTION
 FB1876
 FB1876  HISTORY     - Date     Condition        Report By
 FB1876  HISTORY     - 1960     MONUMENTED       CGS
 FB1876  HISTORY     - 1967     GOOD             CGS
 FB1876  HISTORY     - 1967     GOOD             NGS
 FB1876  HISTORY     - 1982     GOOD             LOCENG
 FB1876  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB1876
 FB1876                          STATION DESCRIPTION
 FB1876
 FB1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB1876'THE STATION IS IN THE EAST PART OF KNOXVILLE ON THE NORTH SIDE OF
 FB1876'U.S. HIGHWAY 11W AND IN THE SOUTHEAST CORNER OF CHILHOWEE PARK.
 FB1876'
 FB1876'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11W,
 FB1876'MAGNOLIA AVENUE AND LAKESIDE STREET, GO NORTH ON LAKESIDE
 FB1876'STREET FOR 0.15 MILE TO THE STATION ON THE LEFT.
 FB1876'
 FB1876'THE STATION IS 179 FEET SOUTHWEST OF A GATE, 52 FEET EAST OF THE
 FB1876'NORTHWEST CORNER OF A PARKING LOT, AND 31 FEET NORTHWEST OF
 FB1876'A 24-INCH TREE. IT IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FB1876'CONCRETE POST, FLUSH, AND IS STAMPED FAIR 1960.
 FB1876'
 FB1876'REFERENCE MARK NO. 1 IS 94 FEET SOUTHWEST OF A GATE AND 2 FEET
 FB1876'SOUTHWEST OF A POWER LINE POLE. IT IS A STANDARD DISK SET IN A
 FB1876'10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED FAIR NO 1 1960.
 FB1876'
 FB1876'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF A METAL WALL. IT IS A
 FB1876'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 FB1876'IS STAMPED FAIR NO 2 1960.
 FB1876'
 FB1876'BURLINGTON, MCCALLA AVENUE BAPTIST CHURCH SPIRE WILL SERVE AS AN
 FB1876'AZIMUTH MARK.
 FB1876'
 FB1876'HEIGHT OF LIGHT ABOVE STATION MARK 30.50 METERS.
 FB1876
 FB1876                          STATION RECOVERY (1967)
 FB1876
 FB1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 FB1876'THE STATION, RM 1 AND 2 WERE ALL RECOVERED AND IN GOOD CONDITION.
 FB1876'
 FB1876'DESCRIPTION IN HORIZONTAL QUAD 350834 STATION 1033 IS ADQUATE.
 FB1876
 FB1876                          STATION RECOVERY (1967)
 FB1876
 FB1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1876'AT KNOXVILLE.
 FB1876'AT KNOXVILLE, ABOUT 3.35 MILES NORTHEAST ALONG THE SOUTHERN
 FB1876'RAILWAY FROM THE STATION AT KNOXVILLE, THENCE 0.2 MILE SOUTHEAST
 FB1876'ALONG PROSSER ROAD, THENCE 0.3 MILE SOUTHWEST ALONG LAKE SIDE
 FB1876'AVENUE, IN CHILHOWEE PARK, 205 FEET SOUTHWEST OF THE CENTER OF
 FB1876'THE JUNCTION OF THE AVENUE AND A DRIVEWAY ENTERING THE PARK,
 FB1876'ON THE TOP OF A HILL, NEAR THE WEST CORNER OF A PARKING AREA,
 FB1876'37 1/2 FEET NORTHEAST OF THE NORTHEAST ONE OF TWO 24-INCH OAK TREE,
 FB1876'26 FEET NORTH OF A 4 INCH MAPLE TREE, 15 FEET ABOVE THE LEVEL OF
 FB1876'THE AVENUE AND SET IN THE TOP OF A CONCRETE POST 1 INCH UNDERGROUND.
 FB1876
 FB1876                          STATION RECOVERY (1982)
 FB1876
 FB1876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1876'NOTED: MAKE THE FOLLOWING ADDITIONS AND CHANGES TO THE CURRENT
 FB1876'DESCRIPTIONS CHANGE '179 FT. SOUTHWEST OF A GATE' TO '178 FT.
 FB1876'SOUTHWEST OF A POST AT THE SOUTHEAST CORNER OF A GATE. 'AFTER THE
 FB1876'WORDING' OF A 24 INCH TREE' INCLUDE '110 FT. WEST OF THE SOUTH CORNER
 FB1876'OF A PAVED PARKING LOT AND 77 FT. SOUTHWEST OF THE WEST CORNER OF A
 FB1876'PAVED PARKING
 FB1876
 FB1876                          STATION RECOVERY (2001)
 FB1876
 FB1876'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2641 ***********************************************************************
 GC2641  DESIGNATION -  FAIR
 GC2641  PID         -  GC2641
 GC2641  STATE/COUNTY-  TN/STEWART
 GC2641  USGS QUAD   -  STANDING ROCK (1986)
 GC2641
 GC2641                         *CURRENT SURVEY CONTROL
 GC2641  ___________________________________________________________________
 GC2641* NAD 83(1995)-  36 29 48.82628(N)    087 53 54.00242(W)     ADJUSTED  
 GC2641* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 GC2641  ___________________________________________________________________
 GC2641  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GC2641  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GC2641
 GC2641  HORZ ORDER  -  THIRD
 GC2641
 GC2641.The horizontal coordinates were established by classical geodetic methods
 GC2641.and adjusted by the National Geodetic Survey in April 1999..
 GC2641
 GC2641.The orthometric height was scaled from a topographic map.
 GC2641
 GC2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2641
 GC2641.The geoid height was determined by GEOID03.
 GC2641
 GC2641;                    North         East     Units Scale Factor Converg.
 GC2641;SPC TN       -   241,701.098   429,927.457   MT  1.00001521   -1 06 40.9
 GC2641;SPC TN       -   792,981.02  1,410,520.33   sFT  1.00001521   -1 06 40.9
 GC2641;UTM  16      - 4,039,438.953   419,545.277   MT  0.99967975   -0 32 03.6
 GC2641
 GC2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2641!SPC TN       -   0.99997490  x   1.00001521  =   0.99999011
 GC2641!UTM  16      -   0.99997490  x   0.99967975  =   0.99965466
 GC2641
 GC2641|---------------------------------------------------------------------|
 GC2641| PID    Reference Object                     Distance      Geod. Az  |
 GC2641|                                                           dddmmss.s |
 GC2641| GC2642 MLB 1290                             21.696 METERS 03551     |
 GC2641| CG5773 FAIR RM 1                            24.220 METERS 13916     |
 GC2641| CG5772 FAIR AZ MK                                         3042419.7 |
 GC2641|---------------------------------------------------------------------|
 GC2641
 GC2641                          SUPERSEDED SURVEY CONTROL
 GC2641
 GC2641  NAD 83(1995)-  36 29 48.82810(N)    087 53 54.00316(W) AD(       ) 3
 GC2641  NAD 83(1995)-  36 29 48.83141(N)    087 53 54.00823(W) AD(       ) 3
 GC2641  NAD 83(1986)-  36 29 48.83555(N)    087 53 54.00457(W) AD(       ) 3
 GC2641  NAD 27      -  36 29 48.64800(N)    087 53 53.91300(W) AD(       ) 3
 GC2641
 GC2641.Superseded values are not recommended for survey control.
 GC2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2641.See file dsdata.txt to determine how the superseded data were derived.
 GC2641
 GC2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1954539439(NAD 83)
 GC2641_MARKER: DS = TRIANGULATION STATION DISK
 GC2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2641
 GC2641  HISTORY     - Date     Condition        Report By
 GC2641  HISTORY     - 1953     MONUMENTED       CGS
 GC2641  HISTORY     - 1972     GOOD             LOCENG
 GC2641  HISTORY     - 1986     GOOD             USPSQD
 GC2641
 GC2641                          STATION DESCRIPTION
 GC2641
 GC2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2641'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF DOVER ON THE GROUNDS OF
 GC2641'THE FAIR VIEW ELEMENTARY SCHOOL.  IT IS 50 FEET NORTHWEST OF THE
 GC2641'NORTHWEST CORNER OF THE SCHOOL AND 17 FEET NORTHEAST OF AN 8 INCH OAK
 GC2641'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FAIR 1952.
 GC2641'
 GC2641'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF THE NORTHWEST CORNER AND
 GC2641'26 FEET NORHTWEST OF THE SOUTHWEST CORNER OF THE SCHOOL.  THE MARK
 GC2641'IS FLUSH AND THE DISK IS STAMPED FAIR NO 1 1952.
 GC2641'
 GC2641'MLB 1290 (TVA) 1947 WAS USED AS A REFERENCE MARK.  IT IS 53 FEET
 GC2641'NORTH OF THE NORTHEAST CORNER OF THE SCHOOL, 46 FEET SOUTH OF A
 GC2641'POWER LINE POLE AND 44 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY
 GC2641'49.  THE MARK IS A 6X6 INCH CONCRETE POST THAT PROJECTS ABOUT 12
 GC2641'INCHES WITH A BRONZE TVA BENCH MARK DISK STAMPED MLB 1290 1947.
 GC2641'
 GC2641'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF HIGHWAY 49, 20 FEET
 GC2641'EAST OF THE CENTER OF A DIRT FARM ROAD AND 2 FEET SOUTHEAST OF A
 GC2641'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GC2641'STAMPED FAIR 1952.
 GC2641'
 GC2641'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE IN DOVER,
 GC2641'GO WEST ON U.S. HIGHWAY 79 AND STATE HIGHWAY 49 FOR 3.0 MILES TO
 GC2641'JUNCTION WHERE HIGHWAY 49 TURNS NORTH, TURN RIGHT AND FOLLOW HIGHWAY
 GC2641'49 FOR 1.4 MILES TO THE FAIR VIEW SCHOOL ON THE LEFT AND THE
 GC2641'STATION AS DESCRIBED, CONTINUE NORTHWEST ON HIGHWAY FOR 0.2 MILE TO
 GC2641'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2641'
 GC2641'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2641
 GC2641                          STATION RECOVERY (1972)
 GC2641
 GC2641'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2641'FAIR STATION MARK RECOVERED IN GOOD CONDITION.
 GC2641'
 GC2641'FAIR-STATION MARK 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2641'
 GC2641'STATION IS 115.0 FEET S. W. OF CENTERLINE STATE HWY NO. 49 AND
 GC2641'16.2 FEET N. 70 E. FROM 18 INCH WHITE OAK.
 GC2641'POST AND SIGN SET + OR - 1.5 WEST OF MON.
 GC2641'
 GC2641'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.0 MI. N. W. OF DOVER AT
 GC2641'OLD FAIRVIEW SCHOOL GROUND.  BLDG. GONE FOUNDATION VISIBLE.
 GC2641'
 GC2641'FAIR REF MK NO. 1 RECOVERED IN GOOD CONDITION.
 GC2641'
 GC2641'FAIR NO. 1 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2641'
 GC2641'SEE ORIGINAL DESCRIPTION.  POST AND SIGN SET + OR - 1.0 FEET WEST OF
 GC2641'MON.
 GC2641'
 GC2641'FAIR AZ-MK RECOVERED IN GOOD CONDITION.
 GC2641'
 GC2641'FAIR 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2641'
 GC2641'STATION IS + OR - 250.0 FEET WEST OF TRINITY METHODIST CHURCH.  SEE
 GC2641'ORIGINAL DESCRIPTION.
 GC2641
 GC2641                          STATION RECOVERY (1986)
 GC2641
 GC2641'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GC2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1875 ***********************************************************************
 FB1875  DESIGNATION -  FAIR RM 1
 FB1875  PID         -  FB1875
 FB1875  STATE/COUNTY-  TN/KNOX
 FB1875  USGS QUAD   -  KNOXVILLE (1978)
 FB1875
 FB1875                         *CURRENT SURVEY CONTROL
 FB1875  ___________________________________________________________________
 FB1875* NAD 83(1986)-  35 59 57.     (N)    083 52 55.     (W)     SCALED    
 FB1875* NAVD 88     -       306.647  (meters)    1006.06   (feet)  ADJUSTED  
 FB1875  ___________________________________________________________________
 FB1875  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1875  DYNAMIC HT  -         306.365 (meters)    1005.13  (feet)  COMP
 FB1875  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FB1875
 FB1875  VERT ORDER  -  FIRST     CLASS I
 FB1875
 FB1875.The horizontal coordinates were scaled from a topographic map and have
 FB1875.an estimated accuracy of +/- 6 seconds.
 FB1875
 FB1875.The orthometric height was determined by differential leveling
 FB1875.and adjusted by the National Geodetic Survey in June 1991..
 FB1875
 FB1875.The geoid height was determined by GEOID03.
 FB1875
 FB1875.The dynamic height is computed by dividing the NAVD 88
 FB1875.geopotential number by the normal gravity value computed on the
 FB1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1875.degrees latitude (g = 980.6199 gals.).
 FB1875
 FB1875.The modeled gravity was interpolated from observed gravity values.
 FB1875
 FB1875;                    North         East    Units  Estimated Accuracy
 FB1875;SPC TN       -   186,890.      790,950.      MT  (+/- 180 meters Scaled)
 FB1875
 FB1875                          SUPERSEDED SURVEY CONTROL
 FB1875
 FB1875  NGVD 29 (??/??/92)  306.779  (m)         1006.49   (f) ADJ UNCH    1 1
 FB1875
 FB1875.Superseded values are not recommended for survey control.
 FB1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1875.See file dsdata.txt to determine how the superseded data were derived.
 FB1875
 FB1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV402876(NAD 83)
 FB1875_MARKER: DR = REFERENCE MARK DISK
 FB1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1875_STAMPING: FAIR 1960 NO 1
 FB1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1875+STABILITY: SURFACE MOTION
 FB1875
 FB1875  HISTORY     - Date     Condition        Report By
 FB1875  HISTORY     - 1960     MONUMENTED       CGS
 FB1875  HISTORY     - 1967     GOOD             NGS
 FB1875  HISTORY     - 1982     GOOD             LOCENG
 FB1875  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1875
 FB1875                          STATION DESCRIPTION
 FB1875
 FB1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1875'AT KNOXVILLE.
 FB1875'AT KNOXVILLE, ABOUT 3.35 MILES NORTHEAST ALONG THE SOUTHERN
 FB1875'RAILWAY FROM THE STATION, THENCE 0.2 MILE SOUTHEAST ALONG PROSSER
 FB1875'ROAD, THENCE 0.3 MILE SOUTHWEST ALONG LAKE SIDE AVENUE, IN
 FB1875'CHILHOWEE PARK, 91.3 FEET NORTH OF THE STATION MARK DESCRIBED,
 FB1875'120 1/2 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 FB1875'AVENUE AND A DRIVEWAY LEADING INTO THE PARK, 37 1/2 FEET SOUTH
 FB1875'OF THE CENTER LINE OF THE DRIVEWAY, 2 FEET SOUTHWEST OF A POWER
 FB1875'LINE POLE, ABOUT 10 FEET ABOVE THE LEVEL OF THE AVENUE AND SET
 FB1875'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 FB1875'OF THE GROUND.
 FB1875
 FB1875                          STATION RECOVERY (1982)
 FB1875
 FB1875'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1875'NOTED: MAKE THE FOLLOWING CHANGES AND ADDITIONS TO THE CURRENT
 FB1875'DESCRIPTION CHANGE '94 FT. SOUTHWEST OF A GATE' TO '95 FT. WEST OF
 FB1875'THE SOUTHEAST CORNER OF A FENCE GATE POST.' AND AFTER THE WORDS
 FB1875''POWER LINE POLE ADD '14 FT. NORTH OF THE WEST CORNER OF A PAVED
 FB1875'PARKING AREA AND 40 FT. SOUTHEAST OF THE CENTERLINE OF A PAVED DRIVE.
 FB1875
 FB1875                          STATION RECOVERY (2001)
 FB1875
 FB1875'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1877 ***********************************************************************
 FB1877  DESIGNATION -  FAIR RM 2
 FB1877  PID         -  FB1877
 FB1877  STATE/COUNTY-  TN/KNOX
 FB1877  USGS QUAD   -  KNOXVILLE (1978)
 FB1877
 FB1877                         *CURRENT SURVEY CONTROL
 FB1877  ___________________________________________________________________
 FB1877* NAD 83(1986)-  35 59 57.     (N)    083 52 55.     (W)     SCALED    
 FB1877* NAVD 88     -       306.979  (meters)    1007.15   (feet)  ADJUSTED  
 FB1877  ___________________________________________________________________
 FB1877  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1877  DYNAMIC HT  -         306.697 (meters)    1006.22  (feet)  COMP
 FB1877  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 FB1877
 FB1877  VERT ORDER  -  FIRST     CLASS I
 FB1877
 FB1877.The horizontal coordinates were scaled from a topographic map and have
 FB1877.an estimated accuracy of +/- 6 seconds.
 FB1877
 FB1877.The orthometric height was determined by differential leveling
 FB1877.and adjusted by the National Geodetic Survey in June 1991..
 FB1877
 FB1877.The geoid height was determined by GEOID03.
 FB1877
 FB1877.The dynamic height is computed by dividing the NAVD 88
 FB1877.geopotential number by the normal gravity value computed on the
 FB1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1877.degrees latitude (g = 980.6199 gals.).
 FB1877
 FB1877.The modeled gravity was interpolated from observed gravity values.
 FB1877
 FB1877;                    North         East    Units  Estimated Accuracy
 FB1877;SPC TN       -   186,890.      790,950.      MT  (+/- 180 meters Scaled)
 FB1877
 FB1877                          SUPERSEDED SURVEY CONTROL
 FB1877
 FB1877  NGVD 29 (??/??/92)  307.106  (m)         1007.56   (f) ADJ UNCH    1 1
 FB1877
 FB1877.Superseded values are not recommended for survey control.
 FB1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1877.See file dsdata.txt to determine how the superseded data were derived.
 FB1877
 FB1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV402876(NAD 83)
 FB1877_MARKER: DR = REFERENCE MARK DISK
 FB1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1877_STAMPING: FAIR 1960 NO 2
 FB1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1877+STABILITY: SURFACE MOTION
 FB1877
 FB1877  HISTORY     - Date     Condition        Report By
 FB1877  HISTORY     - 1960     MONUMENTED       CGS
 FB1877  HISTORY     - 1967     GOOD             NGS
 FB1877  HISTORY     - 1982     GOOD             LOCENG
 FB1877  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1877
 FB1877                          STATION DESCRIPTION
 FB1877
 FB1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1877'AT KNOXVILLE.
 FB1877'AT KNOXVILLE, ABOUT 3.35 MILES NORTHEAST ALONG THE SOUTHERN
 FB1877'RAILWAY FROM THE STATION, THENCE 0.2 MILE SOUTHEAST ALONG PROSSER
 FB1877'ROAD, THENCE 0.3 MILE SOUTHWEST ALONG LAKE SIDE AVENUE, IN THE
 FB1877'CHILHOWEE CITY PARK, 151 FEET EAST OF THE STATION MARK DESCRIBED,
 FB1877'112 FEET SOUTHWEST OF THE CENTER LINE OF THE AVENUE, 11 1/2 FEET
 FB1877'NORTHEAST OF THE CENTER OF A GATE IN A 10-FOOT HIGH FENCE
 FB1877'AROUND THE PARK THEATER, 3 FEET NORTHWEST OF A FENCE LINE, 2 1/2
 FB1877'FEET SOUTH OF A 3-INCH PEACH TREE, ABOUT LEVEL WITH THE AVENUE
 FB1877'AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 FB1877
 FB1877                          STATION RECOVERY (1982)
 FB1877
 FB1877'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1877'CHANGE: 'NO. 2 IS 3 FT.' REMOVE THE WORDS 'NORTH OF A METAL WALL' AND
 FB1877'INSERT 'N.W. OF A 10' AND HIGH METAL FENCE.' ALSO REMOVE THE WORD
 FB1877''FLUSH' AND INSERT '3 INCHES BELOW THE SURFACE OF THE GROUND'. '85
 FB1877'FT. SOUTHWEST OF A WOVEN WIRE FENCE AT NORTHEAST EDGE OF PARK, 80 FT.
 FB1877'SOUTHWEST OF POWER POLE CPI 150 A, 4 1/2 FT. SOUTHEAST OF SOUTHEAST
 FB1877'EDGE OF PAVED PARKING AREA, AND 1 FT. SOUTHWEST OF A FIBERGLAS
 FB1877'WITNESS POST.'
 FB1877
 FB1877                          STATION RECOVERY (2001)
 FB1877
 FB1877'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2389 ***********************************************************************
 FE2389  DESIGNATION -  FAIRVIEW
 FE2389  PID         -  FE2389
 FE2389  STATE/COUNTY-  TN/MADISON
 FE2389  USGS QUAD   -  MEDINA (1981)
 FE2389
 FE2389                         *CURRENT SURVEY CONTROL
 FE2389  ___________________________________________________________________
 FE2389* NAD 83(1995)-  35 46 24.29488(N)    088 51 05.48290(W)     ADJUSTED  
 FE2389* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 FE2389  ___________________________________________________________________
 FE2389  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FE2389  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2389
 FE2389  HORZ ORDER  -  THIRD
 FE2389
 FE2389.The horizontal coordinates were established by classical geodetic methods
 FE2389.and adjusted by the National Geodetic Survey in April 1999..
 FE2389
 FE2389.The orthometric height was scaled from a topographic map.
 FE2389
 FE2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2389
 FE2389.The geoid height was determined by GEOID03.
 FE2389
 FE2389;                    North         East     Units Scale Factor Converg.
 FE2389;SPC TN       -   163,531.344   342,212.351   MT  0.99994896   -1 40 09.8
 FE2389;SPC TN       -   536,519.08  1,122,741.69   sFT  0.99994896   -1 40 09.8
 FE2389;UTM  16      - 3,960,398.463   332,641.281   MT  0.99994515   -1 04 57.4
 FE2389
 FE2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2389!SPC TN       -   0.99998246  x   0.99994896  =   0.99993142
 FE2389!UTM  16      -   0.99998246  x   0.99994515  =   0.99992761
 FE2389
 FE2389|---------------------------------------------------------------------|
 FE2389| PID    Reference Object                     Distance      Geod. Az  |
 FE2389|                                                           dddmmss.s |
 FE2389| CG4031 FAIRVIEW RM 1                         7.474 METERS 00804     |
 FE2389| CG4030 FAIRVIEW AZ MK                                     0344630.4 |
 FE2389| CG4032 FAIRVIEW RM 2                         7.611 METERS 26655     |
 FE2389| FE2397 HUMBOLDT RAD STA WIRJ MAST          APPROX. 7.3 KM 3084657.3 |
 FE2389| FE2396 HUMBOLDT MUNICIPAL TANK             APPROX. 8.0 KM 3100255.8 |
 FE2389|---------------------------------------------------------------------|
 FE2389
 FE2389                          SUPERSEDED SURVEY CONTROL
 FE2389
 FE2389  NAD 83(1995)-  35 46 24.29912(N)    088 51 05.48721(W) AD(       ) 3
 FE2389  NAD 83(1986)-  35 46 24.30632(N)    088 51 05.48347(W) AD(       ) 3
 FE2389  NAD 27      -  35 46 24.05850(N)    088 51 05.26780(W) AD(       ) 3
 FE2389
 FE2389.Superseded values are not recommended for survey control.
 FE2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2389.See file dsdata.txt to determine how the superseded data were derived.
 FE2389
 FE2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3264160398(NAD 83)
 FE2389_MARKER: DS = TRIANGULATION STATION DISK
 FE2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2389
 FE2389  HISTORY     - Date     Condition        Report By
 FE2389  HISTORY     - 1958     MONUMENTED       CGS
 FE2389
 FE2389                          STATION DESCRIPTION
 FE2389
 FE2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2389'THE STATION IS ABOUT 5 MILES SOUTHEAST OF HUMBOLDT AND 4.5 MILES
 FE2389'SOUTHWEST OF MEDINA ON THE PROPERTY OF MR. ROBERT TURNER. IT IS
 FE2389'81 FEET NORTH OF THE NORTHEAST CORNER OF MR. TURNERS HOME, 26 FEET
 FE2389'EAST OF THE NORTHEAST CORNER OF A SMALL CONCRETE BLOCK
 FE2389'BUILDING, 15 FEET WEST OF A WIRE FENCE, 93 FEET SOUTHWEST OF THE
 FE2389'SOUTHWEST CORNER OF A FRAME BARN, 162 FEET EAST OF THE
 FE2389'CENTERLINE OF A GRAVELED ROAD AND 28 FEET SOUTH OF A WHITE WITNESS
 FE2389'POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIRVIEW
 FE2389'1958.
 FE2389'
 FE2389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND U.S.
 FE2389'HIGHWAY 45W, (ABOUT 6 MILES SOUTHEAST OF HUMBOLDT AND 5
 FE2389'MILES SOUTHWEST OF MEDINA) GO NORTHWEST ON U.S. HIGHWAY 45W FOR 0.85
 FE2389'MILE TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE
 FE2389'GRAVELED ROAD FOR 0.05 MILE TO A GRAVELED DRIVEWAY RIGHT*. TURN RIGHT
 FE2389'AND GO EAST ON THE GRAVELED DRIVEWAY FOR 162 FEET TO THE
 FE2389'STATION ON THE LEFT.
 FE2389'
 FE2389'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED DRIVEWAY, GO NORTH ON
 FE2389'THE GRAVELED ROAD FOR 0.15 MILE TO A GRAVELED ROAD RIGHT.
 FE2389'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 FE2389'AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE ROAD.
 FE2389'
 FE2389'REFERENCE MARK 1 IS 39 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2389'SMALL CONCRETE BLOCK BUILDING, 2 FEET SOUTH OF A WHITE
 FE2389'WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE. THE MONUMENT IS FLUSH
 FE2389'AND THE DISK IS STAMPED FAIRVIEW 1958.
 FE2389'
 FE2389'REFERENCE MARK 2 IS 40 FEET SOUTHWEST OF THE WHITE WITNESS POST, 77
 FE2389'FEET NORTHWEST OF THE NORTHEAST CORNER OF MR.  TURNERS HOME, 38
 FE2389'FEET WEST OF A SOUTH GATEPOST AND 1 FOOT EAST OF THE NORTHEAST CORNER
 FE2389'OF THE SMALL CONCRETE BLOCK BUILDING. THE MONUMENT IS FLUSH AND
 FE2389'THE DISK IS STAMPED FAIRVIEW 1958.
 FE2389'
 FE2389'THE AZIMUTH MARK IS 46 FEET EAST OF A GRAVELED DRIVEWAY, 15 FEET
 FE2389'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 4 FEET EAST OF
 FE2389'A TELEPHONE POLE AND FENCE CORNER, 2 FEET EAST OF A WHITE WITNESS
 FE2389'POST AND 1 FOOT SOUTH OF A WIRE FENCE. THE MONUMENT
 FE2389'PROJECTS 2 INCHES AND THE DISK IS STAMPED FAIRVIEW 1958.
 FE2389'
 FE2389'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1505 ***********************************************************************
 FD1505  DESIGNATION -  FAIRVIEW MUN TANK
 FD1505  PID         -  FD1505
 FD1505  STATE/COUNTY-  TN/WILLIAMSON
 FD1505  USGS QUAD   -  FAIRVIEW (1951)
 FD1505
 FD1505                         *CURRENT SURVEY CONTROL
 FD1505  ___________________________________________________________________
 FD1505* NAD 83(1995)-  35 59 08.82743(N)    087 07 18.47416(W)     ADJUSTED  
 FD1505* NAVD 88     -                                                        
 FD1505  ___________________________________________________________________
 FD1505  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FD1505  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1505
 FD1505  HORZ ORDER  -  THIRD
 FD1505
 FD1505.The horizontal coordinates were established by classical geodetic methods
 FD1505.and adjusted by the National Geodetic Survey in April 1999..
 FD1505
 FD1505
 FD1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1505
 FD1505.The geoid height was determined by GEOID03.
 FD1505
 FD1505;                    North         East     Units Scale Factor Converg.
 FD1505;SPC TN       -   183,918.036   498,843.455   MT  0.99995189   -0 39 24.3
 FD1505;SPC TN       -   603,404.42  1,636,622.24   sFT  0.99995189   -0 39 24.3
 FD1505;UTM  16      - 3,982,378.705   489,020.630   MT  0.99960149   -0 04 17.6
 FD1505
 FD1505                          SUPERSEDED SURVEY CONTROL
 FD1505
 FD1505  NAD 83(1995)-  35 59 08.82955(N)    087 07 18.47756(W) AD(       ) 4
 FD1505  NAD 83(1986)-  35 59 08.83848(N)    087 07 18.47698(W) AD(       ) 4
 FD1505  NAD 27      -  35 59 08.61105(N)    087 07 18.45238(W) AD(       ) 3
 FD1505
 FD1505.Superseded values are not recommended for survey control.
 FD1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1505.See file dsdata.txt to determine how the superseded data were derived.
 FD1505
 FD1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8902182379(NAD 83)
 FD1505_MARKER: 53 = ELEVATED TANK
 FD1505
 FD1505  HISTORY     - Date     Condition        Report By
 FD1505  HISTORY     - 1970     FIRST OBSERVED   NGS
 FD1505
 FD1505                          STATION DESCRIPTION
 FD1505
 FD1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1505'THE STATION IS THE FINIAL KNOB ATOP THE FAIRVIEW, MUNICIPAL
 FD1505'WATER TANK THAT IS LOCATED ABOUT 0.3 MILE NORTH OF STATE HIGHWAY
 FD1505'100 AND AT THE WEST EDGE OF THE CITY OF FAIRVIEW.  THE TANK IS
 FD1505'SPHERICAL IN SHAPE, SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS
 FD1505'ABOUT 130 FEET IN HEIGHT.  IT IS PAINTED ALUMINUM IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1080 ***********************************************************************
 GA1080  DESIGNATION -  FALL
 GA1080  PID         -  GA1080
 GA1080  STATE/COUNTY-  TN/GREENE
 GA1080  USGS QUAD   -  LOVELACE (1971)
 GA1080
 GA1080                         *CURRENT SURVEY CONTROL
 GA1080  ___________________________________________________________________
 GA1080* NAD 83(1995)-  36 24 23.96187(N)    082 38 15.14726(W)     ADJUSTED  
 GA1080* NAVD 88     -       514.714  (meters)    1688.69   (feet)  ADJUSTED  
 GA1080  ___________________________________________________________________
 GA1080  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GA1080  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1080  DYNAMIC HT  -         514.234 (meters)    1687.12  (feet)  COMP
 GA1080  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 GA1080
 GA1080  HORZ ORDER  -  SECOND
 GA1080  VERT ORDER  -  SECOND    CLASS 0
 GA1080
 GA1080.The horizontal coordinates were established by classical geodetic methods
 GA1080.and adjusted by the National Geodetic Survey in April 1999..
 GA1080
 GA1080.The orthometric height was determined by differential leveling
 GA1080.and adjusted by the National Geodetic Survey in June 1991..
 GA1080
 GA1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1080
 GA1080.The geoid height was determined by GEOID03.
 GA1080
 GA1080.The dynamic height is computed by dividing the NAVD 88
 GA1080.geopotential number by the normal gravity value computed on the
 GA1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1080.degrees latitude (g = 980.6199 gals.).
 GA1080
 GA1080.The modeled gravity was interpolated from observed gravity values.
 GA1080
 GA1080;                    North         East     Units Scale Factor Converg.
 GA1080;SPC TN       -   235,218.494   901,547.728   MT  0.99999824   +1 58 06.7
 GA1080;SPC TN       -   771,712.68  2,957,827.84   sFT  0.99999824   +1 58 06.7
 GA1080;UTM  17      - 4,030,299.635   353,167.803   MT  0.99986563   -0 58 19.5
 GA1080
 GA1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1080!SPC TN       -   0.99992415  x   0.99999824  =   0.99992239
 GA1080!UTM  17      -   0.99992415  x   0.99986563  =   0.99978979
 GA1080
 GA1080|---------------------------------------------------------------------|
 GA1080| PID    Reference Object                     Distance      Geod. Az  |
 GA1080|                                                           dddmmss.s |
 GA1080| GA1081 FALL RM 1                            24.382 METERS 21943     |
 GA1080| GA3392 AIRWAY BEACON 23                    APPROX. 5.9 KM 2740302.1 |
 GA1080| GA1079 FALL RM 2                            24.304 METERS 28809     |
 GA1080| DB9309 FALL AZ MK                                         3543427.7 |
 GA1080|---------------------------------------------------------------------|
 GA1080
 GA1080                          SUPERSEDED SURVEY CONTROL
 GA1080
 GA1080  NAD 83(1995)-  36 24 23.96406(N)    082 38 15.14984(W) AD(       ) 2
 GA1080  NAD 83(1995)-  36 24 23.97276(N)    082 38 15.16547(W) AD(       ) 2
 GA1080  NAD 83(1995)-  36 24 23.96708(N)    082 38 15.14965(W) AD(       ) 2
 GA1080  NAD 83(1986)-  36 24 23.96958(N)    082 38 15.15096(W) AD(       ) 2
 GA1080  NAD 27      -  36 24 23.60540(N)    082 38 15.58730(W) AD(       ) 2
 GA1080  NGVD 29 (??/??/92)  514.850  (m)         1689.14   (f) ADJ UNCH    2 0
 GA1080
 GA1080.Superseded values are not recommended for survey control.
 GA1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1080.See file dsdata.txt to determine how the superseded data were derived.
 GA1080
 GA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5316830300(NAD 83)
 GA1080_MARKER: DE = TRAVERSE STATION DISK
 GA1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1080_STAMPING: FALL 1961
 GA1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1080+STABILITY: SURFACE MOTION
 GA1080
 GA1080  HISTORY     - Date     Condition        Report By
 GA1080  HISTORY     - 1961     MONUMENTED       CGS
 GA1080  HISTORY     - 1961     GOOD             CGS
 GA1080
 GA1080                          STATION DESCRIPTION
 GA1080
 GA1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1080'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CEDAR LANE, ABOUT 2
 GA1080'MILES SOUTHWEST OF
 GA1080'FALL BRANCH AND 2 MILES NORTHWEST OF HAW CROSSROAD.
 GA1080'
 GA1080'TO REACH THE STATION FROM THE POST OFFICE IN FALL BRANCH, GO NORTH ON
 GA1080'STATE HIGHWAY 81 FOR
 GA1080'0.15 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 GA1080'1.15 MILES TO A CROSSROAD AND THE
 GA1080'AZIMUTH MARK ON THE RIGHT.  TURN
 GA1080'LEFT AND GO 0.35 MILE TO A GATE ON THE LEFT AT FARM
 GA1080'BUILDINGS, TURN
 GA1080'LEFT PASSING THROUGH GATE, KEEP TO THE RIGHT, SOUTH SIDE OF WOODEN
 GA1080'BUILDINGS AND GO
 GA1080'NORTHEAST FOR 0.1 MILE TO THE HIGHEST PART OF HILL
 GA1080'AND THE STATION.
 GA1080'
 GA1080'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED FALL 1961, SET IN A
 GA1080'SQUARE CONCRETE MONUMENT
 GA1080'WHICH IS FLUSH.  IT IS 50 FEET NORTH OF A T-FENCE
 GA1080'CORNER POST, 24 FEET WEST OF A WIRE
 GA1080'FENCE AND 1.8 FEET NORTHEAST OF A
 GA1080'WITNESS POST AND SIGN.
 GA1080'
 GA1080'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED FALL NO 1 1961, SET
 GA1080'IN A SQUARE CONCRETE
 GA1080'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 68 FEET WEST
 GA1080'OF A T-FENCE CORNER POST, 1 FOOT
 GA1080'NORTH OF A WIRE FENCE AND ABOUT 3
 GA1080'FEET BELOW THE STATION ELEVATION.
 GA1080'
 GA1080'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED FALL NO 2 1961,
 GA1080'CEMENTED IN A DRILLED HOLE
 GA1080'IN OUTCROPPING BEDROCK FLUSH.  IT IS 130 FEET WEST OF A
 GA1080'WIRE FENCE, 90 FEET NORTH OF A
 GA1080'WIRE FENCE, 40 FEET NORTHEAST OF AN
 GA1080'18-INCH TREE AND ABOUT 4 FEET BELOW THE STATION
 GA1080'ELEVATION.
 GA1080'
 GA1080'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FALL 1961, SET IN A
 GA1080'SQUARE CONCRETE
 GA1080'MONUMENT WHICH IS FLUSH.  IT IS 161 FEET EAST OF THE CENTER
 GA1080'OF A CROSSROAD, 47 FEET
 GA1080'NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK
 GA1080'BUILDING, 2.1 FEET NORTH OF A WITNESS POST
 GA1080'AND SIGN AND SET IN A
 GA1080'NORTH-SOUTH WIRE FENCE.
 GA1080'
 GA1080'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GA1080
 GA1080                          STATION RECOVERY (1961)
 GA1080
 GA1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA1080'2.9 MI SW FROM FALL BRANCH.
 GA1080'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH ON
 GA1080'STATE HIGHWAY 81 TO A CROSSROAD, THEN GO 1.45 MILE SOUTHWESTERLY
 GA1080'TO A T JUNCTION, THEN GO 0.15 MILE NORTHWEST TO A Y JUNCTION, TAKE
 GA1080'THE RIGHT FORK AND GO 0.8 MILE TO SOME FARM BUILDINGS ON THE
 GA1080'RIGHT NEAR THE CREST OF A HILL, TURN RIGHT, SOUTH, PASSING
 GA1080'THROUGH GATE, KEEP TO THE RIGHT, SOUTH SIDE OF WOODEN BUILDINGS
 GA1080'AND GO NORTHEAST FOR 0.1 MILE TO THE HIGHEST PART OF HILL AND
 GA1080'THE STATION.  THE STATION MARK IS 50 FT. NORTH OF A T-FENCE
 GA1080'CORNER POST, 24 FT. WEST OF A WIRE FENCE AND 1.8 FT. NORTHEAST OF
 GA1080'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 GA1080'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3393 ***********************************************************************
 GA3393  DESIGNATION -  FALL BRANCH
 GA3393  PID         -  GA3393
 GA3393  STATE/COUNTY-  TN/WASHINGTON
 GA3393  USGS QUAD   -  LOVELACE (1971)
 GA3393
 GA3393                         *CURRENT SURVEY CONTROL
 GA3393  ___________________________________________________________________
 GA3393* NAD 83(1995)-  36 25 50.17189(N)    082 37 46.11304(W)     ADJUSTED  
 GA3393* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 GA3393  ___________________________________________________________________
 GA3393  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GA3393  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA3393
 GA3393  HORZ ORDER  -  THIRD
 GA3393
 GA3393.The horizontal coordinates were established by classical geodetic methods
 GA3393.and adjusted by the National Geodetic Survey in April 1999..
 GA3393
 GA3393.The orthometric height was scaled from a topographic map.
 GA3393
 GA3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3393
 GA3393.The geoid height was determined by GEOID03.
 GA3393
 GA3393;                    North         East     Units Scale Factor Converg.
 GA3393;SPC TN       -   237,899.146   902,179.223   MT  1.00000250   +1 58 23.7
 GA3393;SPC TN       -   780,507.45  2,959,899.67   sFT  1.00000250   +1 58 23.7
 GA3393;UTM  17      - 4,032,943.997   353,935.892   MT  0.99986286   -0 58 04.2
 GA3393
 GA3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3393!SPC TN       -   0.99993810  x   1.00000250  =   0.99994060
 GA3393!UTM  17      -   0.99993810  x   0.99986286  =   0.99980097
 GA3393
 GA3393:                Primary Azimuth Mark                     Grid Az
 GA3393:SPC TN       -  FALL BRANCH AZ MK                        045 12 43.7
 GA3393:UTM  17      -  FALL BRANCH AZ MK                        048 09 11.6
 GA3393
 GA3393|---------------------------------------------------------------------|
 GA3393| PID    Reference Object                     Distance      Geod. Az  |
 GA3393|                                                           dddmmss.s |
 GA3393| GA0931 FALL BRANCH AZ MK                                  0471107.4 |
 GA3393| GA0932 FALL BRANCH RM 1                     14.591 METERS 07751     |
 GA3393| GA0933 FALL BRANCH RM 2                     72.975 METERS 19248     |
 GA3393| GA3396 CHIMNEY RESET                       APPROX. 7.4 KM 2501832.0 |
 GA3393|---------------------------------------------------------------------|
 GA3393
 GA3393                          SUPERSEDED SURVEY CONTROL
 GA3393
 GA3393  NAD 83(1995)-  36 25 50.17486(N)    082 37 46.11203(W) AD(       ) 3
 GA3393  NAD 83(1995)-  36 25 50.18337(N)    082 37 46.12278(W) AD(       ) 3
 GA3393  NAD 83(1995)-  36 25 50.17586(N)    082 37 46.11797(W) AD(       ) 3
 GA3393  NAD 83(1986)-  36 25 50.17891(N)    082 37 46.11750(W) AD(       ) 3
 GA3393  NAD 27      -  36 25 49.81000(N)    082 37 46.57100(W) AD(       ) 3
 GA3393
 GA3393.Superseded values are not recommended for survey control.
 GA3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3393.See file dsdata.txt to determine how the superseded data were derived.
 GA3393
 GA3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5393632944(NAD 83)
 GA3393_MARKER: DS = TRIANGULATION STATION DISK
 GA3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3393
 GA3393  HISTORY     - Date     Condition        Report By
 GA3393  HISTORY     - 1934     MONUMENTED       CGS
 GA3393  HISTORY     - 20010331 GOOD             NGS
 GA3393
 GA3393                          STATION DESCRIPTION
 GA3393
 GA3393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAA)
 GA3393'ABOUT 0.95 MILE NORTH-NORTHEAST OF FALL BRANCH POST OFFICE, 0.175
 GA3393'MILE SOUTHWEST OF
 GA3393'WASHINGTON-SULLIVAN COUNTY LINE, AND ON NORTHWEST
 GA3393'SIDE OF RIGHT-OF-WAY OF STATE ROUTE
 GA3393'81.  TO REACH FROM FALL BRANCH
 GA3393'POST OFFICE, FOLLOW STATE ROUTE 81 NORTH 0.95 MILE TO
 GA3393'RIGHT-HAND
 GA3393'CURVE ON HIGHWAY ON DOWN GRADE TO GRAVEL TURNOUT AND LARGE
 GA3393'WHITEWASHED ROCK
 GA3393'ON LEFT.  STATION IS 37.9 FEET FROM WHITEWASHED
 GA3393'BOULDER, 24.1 FEET FROM 6-INCH
 GA3393'WHITE-OAK TREE, 18.5 FEET FROM CENTER
 GA3393'LINE OF ROAD, AND 6.3 FEET FROM FENCE LINE.
 GA3393'SURFACE AND UNDERGROUND
 GA3393'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GA3393'REFERENCE
 GA3393'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK.
 GA3393'NO. 1 IS 14.1
 GA3393'FEET EAST OF CENTER LINE OF ROAD, 9.0 FEET
 GA3393'OUTSIDE OF FENCE LINE, 4 FEET ABOVE HIGHWAY,
 GA3393'IN BEDROCK OUTCROP ON
 GA3393'SIDE SLOPE, AND 47.87 FEET FROM STATION N 77 DEG 51 MIN E.
 GA3393'NO. 2 IS
 GA3393'38.7 FEET FROM 14-INCH HICKORY TREE, 17.6 FEET SOUTHEAST OF
 GA3393'CENTER LINE OF ROAD, 7.3
 GA3393'FEET OUTSIDE OF FENCE LINE, IN BEDROCK
 GA3393'OUTCROP ON SIDE SLOPE, 2 FEET ABOVE
 GA3393'HIGHWAY, AND 239.42 FEET FROM
 GA3393'STATION S 12 DEG 48 MIN W.  AZIMUTH MARK IS
 GA3393'46.2 FEET FROM
 GA3393'5-INCH PINE TREE ON FENCE LINE, 15.6 FEET SOUTHEAST OF CENTER LINE OF
 GA3393'ROAD, 7.4 FEET
 GA3393'OUTSIDE OF FENCE LINE, 4 FEET ABOVE HIGHWAY, IN
 GA3393'BEDROCK OUTCROP ON SIDE SLOPE,
 GA3393'AND ABOUT 450 FEET FROM STATION
 GA3393'N 7 DEG 11 MIN E.
 GA3393
 GA3393                          STATION RECOVERY (2001)
 GA3393
 GA3393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA3393'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0931 ***********************************************************************
 GA0931  DESIGNATION -  FALL BRANCH AZ MK
 GA0931  PID         -  GA0931
 GA0931  STATE/COUNTY-  TN/WASHINGTON
 GA0931  USGS QUAD   -  LOVELACE (1971)
 GA0931
 GA0931                         *CURRENT SURVEY CONTROL
 GA0931  ___________________________________________________________________
 GA0931* NAD 83(1986)-  36 25 54.     (N)    082 37 42.     (W)     SCALED    
 GA0931* NAVD 88     -       422.641  (meters)    1386.61   (feet)  ADJUSTED  
 GA0931  ___________________________________________________________________
 GA0931  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0931  DYNAMIC HT  -         422.249 (meters)    1385.33  (feet)  COMP
 GA0931  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 GA0931
 GA0931  VERT ORDER  -  SECOND    CLASS 0
 GA0931
 GA0931.The horizontal coordinates were scaled from a topographic map and have
 GA0931.an estimated accuracy of +/- 6 seconds.
 GA0931
 GA0931.The orthometric height was determined by differential leveling
 GA0931.and adjusted by the National Geodetic Survey in June 1991..
 GA0931
 GA0931.The geoid height was determined by GEOID03.
 GA0931
 GA0931.The dynamic height is computed by dividing the NAVD 88
 GA0931.geopotential number by the normal gravity value computed on the
 GA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0931.degrees latitude (g = 980.6199 gals.).
 GA0931
 GA0931.The modeled gravity was interpolated from observed gravity values.
 GA0931
 GA0931;                    North         East    Units  Estimated Accuracy
 GA0931;SPC TN       -   238,020.      902,280.      MT  (+/- 180 meters Scaled)
 GA0931
 GA0931                          SUPERSEDED SURVEY CONTROL
 GA0931
 GA0931  NGVD 29 (??/??/92)  422.780  (m)         1387.07   (f) ADJ UNCH    2 0
 GA0931
 GA0931.Superseded values are not recommended for survey control.
 GA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0931.See file dsdata.txt to determine how the superseded data were derived.
 GA0931
 GA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA540330(NAD 83)
 GA0931_MARKER: DR = REFERENCE MARK DISK
 GA0931_SETTING: 80 = SET IN A BOULDER
 GA0931_SP_SET: BOULDER
 GA0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0931+STABILITY: SURFACE MOTION
 GA0931
 GA0931  HISTORY     - Date     Condition        Report By
 GA0931  HISTORY     - 1934     MONUMENTED       CGS
 GA0931  HISTORY     - 1935     GOOD             NGS
 GA0931  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0931
 GA0931                          STATION DESCRIPTION
 GA0931
 GA0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0931'1.1 MI N FROM FALL BRANCH.
 GA0931'1.1 MILES NORTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0931'FALL BRANCH, WASHINGTON COUNTY, 15 FEET SOUTHEAST OF THE CENTERLINE
 GA0931'OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER, AND 4 FEET HIGHER
 GA0931'THAN THE HIGHWAY.  A STANDARD REFERENCE MARK DISK.
 GA0931
 GA0931                          STATION RECOVERY (2001)
 GA0931
 GA0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0931'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0932 ***********************************************************************
 GA0932  DESIGNATION -  FALL BRANCH RM 1
 GA0932  PID         -  GA0932
 GA0932  STATE/COUNTY-  TN/WASHINGTON
 GA0932  USGS QUAD   -  LOVELACE (1971)
 GA0932
 GA0932                         *CURRENT SURVEY CONTROL
 GA0932  ___________________________________________________________________
 GA0932* NAD 83(1986)-  36 25 49.     (N)    082 37 46.     (W)     SCALED    
 GA0932* NAVD 88     -       426.542  (meters)    1399.41   (feet)  ADJUSTED  
 GA0932  ___________________________________________________________________
 GA0932  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0932  DYNAMIC HT  -         426.146 (meters)    1398.11  (feet)  COMP
 GA0932  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 GA0932
 GA0932  VERT ORDER  -  SECOND    CLASS 0
 GA0932
 GA0932.The horizontal coordinates were scaled from a topographic map and have
 GA0932.an estimated accuracy of +/- 6 seconds.
 GA0932
 GA0932.The orthometric height was determined by differential leveling
 GA0932.and adjusted by the National Geodetic Survey in June 1991..
 GA0932
 GA0932.The geoid height was determined by GEOID03.
 GA0932
 GA0932.The dynamic height is computed by dividing the NAVD 88
 GA0932.geopotential number by the normal gravity value computed on the
 GA0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0932.degrees latitude (g = 980.6199 gals.).
 GA0932
 GA0932.The modeled gravity was interpolated from observed gravity values.
 GA0932
 GA0932;                    North         East    Units  Estimated Accuracy
 GA0932;SPC TN       -   237,860.      902,180.      MT  (+/- 180 meters Scaled)
 GA0932
 GA0932                          SUPERSEDED SURVEY CONTROL
 GA0932
 GA0932  NGVD 29 (??/??/92)  426.680  (m)         1399.87   (f) ADJ UNCH    2 0
 GA0932
 GA0932.Superseded values are not recommended for survey control.
 GA0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0932.See file dsdata.txt to determine how the superseded data were derived.
 GA0932
 GA0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA539329(NAD 83)
 GA0932_MARKER: DR = REFERENCE MARK DISK
 GA0932_SETTING: 80 = SET IN A BOULDER
 GA0932_SP_SET: BOULDER
 GA0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0932+STABILITY: SURFACE MOTION
 GA0932
 GA0932  HISTORY     - Date     Condition        Report By
 GA0932  HISTORY     - 1934     MONUMENTED       CGS
 GA0932  HISTORY     - 1935     GOOD             NGS
 GA0932  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0932
 GA0932                          STATION DESCRIPTION
 GA0932
 GA0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0932'1 MI N FROM FALL BRANCH.
 GA0932'1.0 MILE NORTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0932'FALL BRANCH, WASHINGTON COUNTY, 18 FEET SOUTHEAST OF THE CENTERLINE
 GA0932'OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER, AND 4 FEET HIGHER
 GA0932'THAN THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK.
 GA0932
 GA0932                          STATION RECOVERY (2001)
 GA0932
 GA0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0932'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0933 ***********************************************************************
 GA0933  DESIGNATION -  FALL BRANCH RM 2
 GA0933  PID         -  GA0933
 GA0933  STATE/COUNTY-  TN/WASHINGTON
 GA0933  USGS QUAD   -  LOVELACE (1971)
 GA0933
 GA0933                         *CURRENT SURVEY CONTROL
 GA0933  ___________________________________________________________________
 GA0933* NAD 83(1986)-  36 25 49.     (N)    082 37 46.     (W)     SCALED    
 GA0933* NAVD 88     -       427.709  (meters)    1403.24   (feet)  ADJUSTED  
 GA0933  ___________________________________________________________________
 GA0933  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0933  DYNAMIC HT  -         427.312 (meters)    1401.94  (feet)  COMP
 GA0933  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 GA0933
 GA0933  VERT ORDER  -  SECOND    CLASS 0
 GA0933
 GA0933.The horizontal coordinates were scaled from a topographic map and have
 GA0933.an estimated accuracy of +/- 6 seconds.
 GA0933
 GA0933.The orthometric height was determined by differential leveling
 GA0933.and adjusted by the National Geodetic Survey in June 1991..
 GA0933
 GA0933.The geoid height was determined by GEOID03.
 GA0933
 GA0933.The dynamic height is computed by dividing the NAVD 88
 GA0933.geopotential number by the normal gravity value computed on the
 GA0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0933.degrees latitude (g = 980.6199 gals.).
 GA0933
 GA0933.The modeled gravity was interpolated from observed gravity values.
 GA0933
 GA0933;                    North         East    Units  Estimated Accuracy
 GA0933;SPC TN       -   237,860.      902,180.      MT  (+/- 180 meters Scaled)
 GA0933
 GA0933                          SUPERSEDED SURVEY CONTROL
 GA0933
 GA0933  NGVD 29 (??/??/92)  427.847  (m)         1403.69   (f) ADJ UNCH    2 0
 GA0933
 GA0933.Superseded values are not recommended for survey control.
 GA0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0933.See file dsdata.txt to determine how the superseded data were derived.
 GA0933
 GA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA539329(NAD 83)
 GA0933_MARKER: DR = REFERENCE MARK DISK
 GA0933_SETTING: 80 = SET IN A BOULDER
 GA0933_SP_SET: BOULDER
 GA0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0933+STABILITY: SURFACE MOTION
 GA0933
 GA0933  HISTORY     - Date     Condition        Report By
 GA0933  HISTORY     - 1934     MONUMENTED       CGS
 GA0933  HISTORY     - 1935     GOOD             NGS
 GA0933  HISTORY     - 20010331 GOOD             NGS
 GA0933
 GA0933                          STATION DESCRIPTION
 GA0933
 GA0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0933'0.9 MI N FROM FALL BRANCH.
 GA0933'0.9 MILE NORTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0933'FALL BRANCH, WASHINGTON COUNTY, 15 FEET EAST OF THE CENTERLINE
 GA0933'OF THE HIGHWAY, 50 FEET NORTHEAST OF A LARGE OAK TREE, 25 FEET
 GA0933'NORTH OF A POLE, IN THE TOP OF A LARGE BOULDER, AND 3 FEET HIGHER
 GA0933'THAN THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK.
 GA0933
 GA0933                          STATION RECOVERY (2001)
 GA0933
 GA0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0933'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1081 ***********************************************************************
 GA1081  DESIGNATION -  FALL RM 1
 GA1081  PID         -  GA1081
 GA1081  STATE/COUNTY-  TN/GREENE
 GA1081  USGS QUAD   -  LOVELACE (1971)
 GA1081
 GA1081                         *CURRENT SURVEY CONTROL
 GA1081  ___________________________________________________________________
 GA1081* NAD 83(1986)-  36 24 23.     (N)    082 38 15.     (W)     SCALED    
 GA1081* NAVD 88     -       513.019  (meters)    1683.13   (feet)  ADJUSTED  
 GA1081  ___________________________________________________________________
 GA1081  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1081  DYNAMIC HT  -         512.541 (meters)    1681.56  (feet)  COMP
 GA1081  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 GA1081
 GA1081  VERT ORDER  -  SECOND    CLASS 0
 GA1081
 GA1081.The horizontal coordinates were scaled from a topographic map and have
 GA1081.an estimated accuracy of +/- 6 seconds.
 GA1081
 GA1081.The orthometric height was determined by differential leveling
 GA1081.and adjusted by the National Geodetic Survey in June 1991..
 GA1081
 GA1081.The geoid height was determined by GEOID03.
 GA1081
 GA1081.The dynamic height is computed by dividing the NAVD 88
 GA1081.geopotential number by the normal gravity value computed on the
 GA1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1081.degrees latitude (g = 980.6199 gals.).
 GA1081
 GA1081.The modeled gravity was interpolated from observed gravity values.
 GA1081
 GA1081;                    North         East    Units  Estimated Accuracy
 GA1081;SPC TN       -   235,190.      901,550.      MT  (+/- 180 meters Scaled)
 GA1081
 GA1081                          SUPERSEDED SURVEY CONTROL
 GA1081
 GA1081  NGVD 29 (??/??/92)  513.156  (m)         1683.58   (f) ADJ UNCH    2 0
 GA1081
 GA1081.Superseded values are not recommended for survey control.
 GA1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1081.See file dsdata.txt to determine how the superseded data were derived.
 GA1081
 GA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA531302(NAD 83)
 GA1081_MARKER: DR = REFERENCE MARK DISK
 GA1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1081_STAMPING: FALL NO 1 1961
 GA1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1081+STABILITY: SURFACE MOTION
 GA1081
 GA1081  HISTORY     - Date     Condition        Report By
 GA1081  HISTORY     - 1961     MONUMENTED       CGS
 GA1081
 GA1081                          STATION DESCRIPTION
 GA1081
 GA1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1081'2.9 MI SW FROM FALL BRANCH.
 GA1081'THIS MARK IS LOCATED AT THE FALL 1961 STATION SITE, 80 FT.
 GA1081'SOUTHWEST OF THE STATION MARK, 68 FT. WEST OF A T-FENCE CORNER
 GA1081'POST AND 1 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP
 GA1081'OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- SEE DESCRIPTION
 GA1081'FOR STATION FALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1079 ***********************************************************************
 GA1079  DESIGNATION -  FALL RM 2
 GA1079  PID         -  GA1079
 GA1079  STATE/COUNTY-  TN/GREENE
 GA1079  USGS QUAD   -  LOVELACE (1971)
 GA1079
 GA1079                         *CURRENT SURVEY CONTROL
 GA1079  ___________________________________________________________________
 GA1079* NAD 83(1986)-  36 24 23.     (N)    082 38 15.     (W)     SCALED    
 GA1079* NAVD 88     -       511.411  (meters)    1677.85   (feet)  ADJUSTED  
 GA1079  ___________________________________________________________________
 GA1079  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1079  DYNAMIC HT  -         510.933 (meters)    1676.29  (feet)  COMP
 GA1079  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 GA1079
 GA1079  VERT ORDER  -  SECOND    CLASS 0
 GA1079
 GA1079.The horizontal coordinates were scaled from a topographic map and have
 GA1079.an estimated accuracy of +/- 6 seconds.
 GA1079
 GA1079.The orthometric height was determined by differential leveling
 GA1079.and adjusted by the National Geodetic Survey in June 1991..
 GA1079
 GA1079.The geoid height was determined by GEOID03.
 GA1079
 GA1079.The dynamic height is computed by dividing the NAVD 88
 GA1079.geopotential number by the normal gravity value computed on the
 GA1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1079.degrees latitude (g = 980.6199 gals.).
 GA1079
 GA1079.The modeled gravity was interpolated from observed gravity values.
 GA1079
 GA1079;                    North         East    Units  Estimated Accuracy
 GA1079;SPC TN       -   235,190.      901,550.      MT  (+/- 180 meters Scaled)
 GA1079
 GA1079                          SUPERSEDED SURVEY CONTROL
 GA1079
 GA1079  NGVD 29 (??/??/92)  511.547  (m)         1678.30   (f) ADJ UNCH    2 0
 GA1079
 GA1079.Superseded values are not recommended for survey control.
 GA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1079.See file dsdata.txt to determine how the superseded data were derived.
 GA1079
 GA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA531302(NAD 83)
 GA1079_MARKER: DR = REFERENCE MARK DISK
 GA1079_SETTING: 66 = SET IN ROCK OUTCROP
 GA1079_SP_SET: OUTCROPPING BEDROCK
 GA1079_STAMPING: FALL NO 2 1961
 GA1079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1079+STABILITY: POSITION/ELEVATION WELL
 GA1079
 GA1079  HISTORY     - Date     Condition        Report By
 GA1079  HISTORY     - 1961     MONUMENTED       CGS
 GA1079
 GA1079                          STATION DESCRIPTION
 GA1079
 GA1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1079'2.9 MI SW FROM FALL BRANCH.
 GA1079'THIS MARK IS LOCATED AT THE FALL 1961 STATION SITE 80 FT. WEST OF
 GA1079'THE STATION MARK, 130 FT. WEST OF A WIRE FENCE, 90 FT. NORTH OF
 GA1079'A WIRE FENCE AND 40 FT. NORTHEAST OF AN 18-INCH TREE.  THE DISK IS
 GA1079'CEMENTED IN A DRILL HOLE IN OUTCROPPING BED ROCK.  NOTE-- SEE
 GA1079'DESCRIPTION FOR STATION FALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2341 ***********************************************************************
 GC2341  DESIGNATION -  FALLS
 GC2341  PID         -  GC2341
 GC2341  STATE/COUNTY-  TN/DAVIDSON
 GC2341  USGS QUAD   -  WHITES CREEK (1994)
 GC2341
 GC2341                         *CURRENT SURVEY CONTROL
 GC2341  ___________________________________________________________________
 GC2341* NAD 83(1995)-  36 19 27.26453(N)    086 52 05.41240(W)     ADJUSTED  
 GC2341* NAVD 88     -       246.7    (meters)     809.     (feet)  VERTCON   
 GC2341  ___________________________________________________________________
 GC2341  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GC2341  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2341
 GC2341  HORZ ORDER  -  THIRD
 GC2341
 GC2341.The horizontal coordinates were established by classical geodetic methods
 GC2341.and adjusted by the National Geodetic Survey in April 1999..
 GC2341
 GC2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2341
 GC2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2341
 GC2341.The geoid height was determined by GEOID03.
 GC2341
 GC2341;                    North         East     Units Scale Factor Converg.
 GC2341;SPC TN       -   221,238.320   522,046.462   MT  0.99998491   -0 30 29.7
 GC2341;SPC TN       -   725,846.05  1,712,747.43   sFT  0.99998491   -0 30 29.7
 GC2341;UTM  16      - 4,019,920.464   511,832.690   MT  0.99960173   +0 04 41.1
 GC2341
 GC2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2341!SPC TN       -   0.99996590  x   0.99998491  =   0.99995081
 GC2341!UTM  16      -   0.99996590  x   0.99960173  =   0.99956764
 GC2341
 GC2341:                Primary Azimuth Mark                     Grid Az
 GC2341:SPC TN       -  JOELTON FAA MICROWAVE MAST               025 23 08.3
 GC2341:UTM  16      -  JOELTON FAA MICROWAVE MAST               024 47 57.5
 GC2341
 GC2341|---------------------------------------------------------------------|
 GC2341| PID    Reference Object                     Distance      Geod. Az  |
 GC2341|                                                           dddmmss.s |
 GC2341| GC2343 JOELTON FAA MICROWAVE MAST          APPROX. 1.4 KM 0245238.6 |
 GC2341| GC2355 FALLS 2                             200.939 METERS 11717     |
 GC2341| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 9.5 KM 1304500.0 |
 GC2341| GC2356 FALLS AZ MK                         204.289 METERS 17239     |
 GC2341| GC2359 JOELTON MUNICIPAL TANK              APPROX. 1.1 KM 2193719.4 |
 GC2341| CG5776 FALLS RM 1                           24.172 METERS 25516     |
 GC2341| CG5777 FALLS RM 2                           24.954 METERS 33437     |
 GC2341|---------------------------------------------------------------------|
 GC2341
 GC2341                          SUPERSEDED SURVEY CONTROL
 GC2341
 GC2341  NAD 83(1995)-  36 19 27.26599(N)    086 52 05.41409(W) AD(       ) 3
 GC2341  NAD 83(1995)-  36 19 27.26872(N)    086 52 05.41541(W) AD(       ) 3
 GC2341  NAD 83(1986)-  36 19 27.27443(N)    086 52 05.41561(W) AD(       ) 3
 GC2341  NAD 27      -  36 19 27.08945(N)    086 52 05.41943(W) AD(       ) 3
 GC2341  NGVD 29 (07/19/86)  246.8    (m)          810.     (f) VERT ANG       
 GC2341
 GC2341.Superseded values are not recommended for survey control.
 GC2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2341.See file dsdata.txt to determine how the superseded data were derived.
 GC2341
 GC2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1183319920(NAD 83)
 GC2341_MARKER: DD = SURVEY DISK
 GC2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2341_MARK LOGO: TNHD  
 GC2341
 GC2341  HISTORY     - Date     Condition        Report By
 GC2341  HISTORY     - 1965     MONUMENTED       TNHD
 GC2341  HISTORY     - 1973     GOOD             NGS
 GC2341
 GC2341                          STATION DESCRIPTION
 GC2341
 GC2341'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2341'THE STATION IS LOCATED ALONG U.S. HIGHWAY 431, ABOUT 1 MILE NORTH OF
 GC2341'JOELTON.
 GC2341'
 GC2341'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO EASTERLY ON
 GC2341'OLD CLARKSVILLE PIKE FOR 0.1 MILE TO THE INTERSECTION OF
 GC2341'U.S. HIGHWAY 431, TURN LEFT, NORTH, AND GO 0.65 MILE ON U.S. HIGHWAY
 GC2341'431 TO THE AZIMUTH MARK ON THE LEFT. CONTINUE STRAIGHT,
 GC2341'NORTHERLY, FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 GC2341'
 GC2341'THE STATION IS 51 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GC2341'431, 27 FEET EAST OF A POWER POLE AND 24 FEET NORTHEAST OF AN
 GC2341'18-INCH MAPLE TREE. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2341'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED FALLS
 GC2341'1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE
 GC2341'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2341'CONCRETE MONUMENT.
 GC2341'
 GC2341'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE APPROXIMATE CENTER OF
 GC2341'U.S. HIGHWAY 431, 26 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET
 GC2341'EAST OF A WIRE FENCE. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2341'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2341'CONCRETE MONUMENT AND THE DISK IS STAMPED FALLS RM-1 1965.
 GC2341'
 GC2341'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2341'U.S. HIGHWAY 431. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2341'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC2341'MONUMENT AND THE DISK IS STAMPED FALLS RM-2 1965.
 GC2341'
 GC2341'THE AZIMUTH MARK IS 28 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GC2341'HIGHWAY 431 AND 2 FEET NORTH OF A TELEPHONE POLE. THE MARK IS A
 GC2341'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2341'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2341'FALLS AZI 1965.
 GC2341'
 GC2341'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GC2341'
 GC2341'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2341
 GC2341                          STATION RECOVERY (1973)
 GC2341
 GC2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 GC2341'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2341'CONDITION.  DUE TO CONSTRUCTION OF AN INTERCHANGE ON U. S. HIGHWAY
 GC2341'431 AND INTERSTATE ROUTE 24, ALL MARKS WILL BE DESTROYED.  A NEW
 GC2341'STATION FALLS 2 1973 WAS ESTABLISHED.
 GC2341'
 GC2341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 GC2341'JOELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2355 ***********************************************************************
 GC2355  DESIGNATION -  FALLS 2
 GC2355  PID         -  GC2355
 GC2355  STATE/COUNTY-  TN/DAVIDSON
 GC2355  USGS QUAD   -  WHITES CREEK (1994)
 GC2355
 GC2355                         *CURRENT SURVEY CONTROL
 GC2355  ___________________________________________________________________
 GC2355* NAD 83(1995)-  36 19 24.27556(N)    086 51 58.25304(W)     ADJUSTED  
 GC2355* NAVD 88     -       255.1    (meters)     837.     (feet)  VERTCON   
 GC2355  ___________________________________________________________________
 GC2355  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GC2355  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2355
 GC2355  HORZ ORDER  -  SECOND
 GC2355
 GC2355.The horizontal coordinates were established by classical geodetic methods
 GC2355.and adjusted by the National Geodetic Survey in April 1999..
 GC2355
 GC2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2355
 GC2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2355
 GC2355.The geoid height was determined by GEOID03.
 GC2355
 GC2355;                    North         East     Units Scale Factor Converg.
 GC2355;SPC TN       -   221,144.612   522,224.210   MT  0.99998479   -0 30 25.5
 GC2355;SPC TN       -   725,538.61  1,713,330.60   sFT  0.99998479   -0 30 25.5
 GC2355;UTM  16      - 4,019,828.615   512,011.319   MT  0.99960178   +0 04 45.4
 GC2355
 GC2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2355!SPC TN       -   0.99996458  x   0.99998479  =   0.99994937
 GC2355!UTM  16      -   0.99996458  x   0.99960178  =   0.99956637
 GC2355
 GC2355:                Primary Azimuth Mark                     Grid Az
 GC2355:SPC TN       -  JOELTON FAA MICROWAVE MAST               017 31 43.6
 GC2355:UTM  16      -  JOELTON FAA MICROWAVE MAST               016 56 32.7
 GC2355
 GC2355|---------------------------------------------------------------------|
 GC2355| PID    Reference Object                     Distance      Geod. Az  |
 GC2355|                                                           dddmmss.s |
 GC2355| GC2343 JOELTON FAA MICROWAVE MAST          APPROX. 1.5 KM 0170118.1 |
 GC2355| CG5774 FALLS 2 RM 3                         12.770 METERS 09922     |
 GC2355| GC2359 JOELTON MUNICIPAL TANK              APPROX. 1.1 KM 2292915.4 |
 GC2355| GC2356 FALLS AZ MK                         188.254 METERS 23404     |
 GC2355| CG5775 FALLS 2 RM 4                         11.624 METERS 27946     |
 GC2355| GC2341 FALLS                               200.939 METERS 29717     |
 GC2355|---------------------------------------------------------------------|
 GC2355
 GC2355                          SUPERSEDED SURVEY CONTROL
 GC2355
 GC2355  NAD 83(1995)-  36 19 24.27703(N)    086 51 58.25473(W) AD(       ) 2
 GC2355  NAD 83(1995)-  36 19 24.27977(N)    086 51 58.25605(W) AD(       ) 2
 GC2355  NAD 83(1986)-  36 19 24.28547(N)    086 51 58.25624(W) AD(       ) 2
 GC2355  NAD 27      -  36 19 24.10052(N)    086 51 58.26022(W) AD(       ) 2
 GC2355  NGVD 29 (07/19/86)  255.2    (m)          837.     (f) VERT ANG       
 GC2355
 GC2355.Superseded values are not recommended for survey control.
 GC2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2355.See file dsdata.txt to determine how the superseded data were derived.
 GC2355
 GC2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1201119829(NAD 83)
 GC2355_MARKER: DS = TRIANGULATION STATION DISK
 GC2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2355_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2355
 GC2355  HISTORY     - Date     Condition        Report By
 GC2355  HISTORY     - 1973     MONUMENTED       NGS
 GC2355
 GC2355                          STATION DESCRIPTION
 GC2355
 GC2355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 GC2355'STATION IS LOCATED ALONG U. S. HIGHWAY 431 ABOUT 1 MILE NORTH OF
 GC2355'JOELTON.
 GC2355'
 GC2355'TO REACH FROM THE POST OFFICE AT JOELTON GO EASTERLY ON OLD
 GC2355'CLARKSVILLE PIKE FOR 0.1 MILE TO INTERSECTION OF U. S. HIGHWAY 431,
 GC2355'TURN LEFT GO NORTH FOR 0.65 MILE ON U. S. HIGHWAY 431 TO THE
 GC2355'AZIMUTH ON THE LEFT.  CONTINUE NORTHERLY 0. 15 MILE TO STATION ON THE
 GC2355'RIGHT.
 GC2355'
 GC2355'STATION MARK IS A STANDARD DISK STAMPED FALLS 2 1973 SET IN A
 GC2355'12-INCH ROUND MONUMENT THAT PROJECTS 2 INCHES, 179 FEET SOUTH OF
 GC2355'APPROXIMATE CENTERLINE OF MEDIAN OF INTERSTATE ROUTE 24, 37.5 FEET
 GC2355'NORTH-NORTHWEST OF NORTHWEST CORNER OF NANCY JOHNSON GARRETT
 GC2355'HEADSTONE, 1.0 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE OF I 24,
 GC2355'1.0 FEET WEST OF METAL WITNESS POST AND SIGN.
 GC2355'
 GC2355'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE DISK SET IN A 12-INCH
 GC2355'ROUND CONCRETE MONUMENT PROJECTING 2 INCHES, 179 FEET SOUTH OF
 GC2355'APPROXIMATE CENTERLINE MEDIAN OF INTERSTATE ROUTE 24, 33 FEET
 GC2355'NORTHEAST OF NORTHEAST CORNER OF NANCY JOHNSON GARRETT HEADSTONE,
 GC2355'1.0 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE I 24, 0.9 FOOT WEST OF
 GC2355'METAL WITNESS POST AND SIGN, ABOUT 1 FOOT ABOVE STATION.
 GC2355'
 GC2355'REFERENCE MARK NO. 4 IS A STANDARD REFERENCE DISK SET IN A 12-INCH
 GC2355'ROUND CONCRETE MONUMENT PROJECTING 4 INCHES, 179 FEET SOUTH OF
 GC2355'APPROXIMATE CENTERLINE OF MEDIAN OF INTERSTATE ROUTE 24, 69 FEET
 GC2355'WEST-NORTHWEST OF NORTHWEST CORNER NANCY JOHNSON GARRETT
 GC2355'HEADSTONE, 1.0 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE OF I 24, 0.9
 GC2355'FOOT EAST OF METAL WITNESS POST AND SIGN, ABOUT 3 FEET BELOW
 GC2355'STATION.
 GC2355'
 GC2355'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  JOELTON,
 GC2355'MUNICIPAL WATER TANK 1965 CAN BE INVERSED FOR AZIMUTH DIRECTION.
 GC2355'
 GC2355'NEAREST TOWN--JOELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2356 ***********************************************************************
 GC2356  DESIGNATION -  FALLS AZ MK
 GC2356  PID         -  GC2356
 GC2356  STATE/COUNTY-  TN/DAVIDSON
 GC2356  USGS QUAD   -  WHITES CREEK (1994)
 GC2356
 GC2356                         *CURRENT SURVEY CONTROL
 GC2356  ___________________________________________________________________
 GC2356* NAD 83(1995)-  36 19 20.69136(N)    086 52 04.36407(W)     ADJUSTED  
 GC2356* NAVD 88     -       247.0    (meters)     810.     (feet)  VERTCON   
 GC2356  ___________________________________________________________________
 GC2356  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GC2356  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2356
 GC2356  HORZ ORDER  -  SECOND
 GC2356
 GC2356.The horizontal coordinates were established by classical geodetic methods
 GC2356.and adjusted by the National Geodetic Survey in April 1999..
 GC2356
 GC2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2356
 GC2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2356
 GC2356.The geoid height was determined by GEOID03.
 GC2356
 GC2356;                    North         East     Units Scale Factor Converg.
 GC2356;SPC TN       -   221,035.490   522,070.812   MT  0.99998464   -0 30 29.1
 GC2356;SPC TN       -   725,180.60  1,712,827.32   sFT  0.99998464   -0 30 29.1
 GC2356;UTM  16      - 4,019,717.972   511,859.104   MT  0.99960173   +0 04 41.7
 GC2356
 GC2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2356!SPC TN       -   0.99996585  x   0.99998464  =   0.99995049
 GC2356!UTM  16      -   0.99996585  x   0.99960173  =   0.99956759
 GC2356
 GC2356|---------------------------------------------------------------------|
 GC2356| PID    Reference Object                     Distance      Geod. Az  |
 GC2356|                                                           dddmmss.s |
 GC2356| GC2355 FALLS 2                             188.254 METERS 05404     |
 GC2356| GC2341 FALLS                               204.289 METERS 35239     |
 GC2356|---------------------------------------------------------------------|
 GC2356
 GC2356                          SUPERSEDED SURVEY CONTROL
 GC2356
 GC2356  NAD 83(1995)-  36 19 20.69283(N)    086 52 04.36576(W) AD(       ) 2
 GC2356  NAD 83(1995)-  36 19 20.69556(N)    086 52 04.36707(W) AD(       ) 2
 GC2356  NAD 83(1986)-  36 19 20.70128(N)    086 52 04.36728(W) AD(       ) 2
 GC2356  NAD 27      -  36 19 20.51617(N)    086 52 04.37102(W) AD(       ) 2
 GC2356  NGVD 29 (07/19/86)  247.1    (m)          811.     (f) VERT ANG       
 GC2356
 GC2356.Superseded values are not recommended for survey control.
 GC2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2356.See file dsdata.txt to determine how the superseded data were derived.
 GC2356
 GC2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1185919718(NAD 83)
 GC2356_STAMPING: FALLS AZI 1965
 GC2356_MARK LOGO: TNHD  
 GC2356
 GC2356  HISTORY     - Date     Condition        Report By
 GC2356  HISTORY     - 1965     MONUMENTED       TNHD
 GC2356
 GC2356                          STATION DESCRIPTION
 GC2356
 GC2356'DESCRIBED BY TN HIGHWAY DEPT 1965 (CLN)
 GC2356'TO REACH FROM THE POST OFFICE AT JOELTON GO EASTERLY ON OLD
 GC2356'CLARKSVILLE PIKE FOR 0.1 MILE TO INTERSECTION OF U. S. HIGHWAY 431,
 GC2356'TURN LEFT GO NORTH FOR 0.65 MILE ON U. S. HIGHWAY 431 TO THE
 GC2356'AZIMUTH ON THE LEFT.
 GC2356'
 GC2356'NO TEXT
 GC2356'
 GC2356'NEAREST TOWN--JOELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2545 ***********************************************************************
 FE2545  DESIGNATION -  FAN MARKER FISHERVILLE
 FE2545  PID         -  FE2545
 FE2545  STATE/COUNTY-  TN/SHELBY
 FE2545  USGS QUAD   -  EADS (1983)
 FE2545
 FE2545                         *CURRENT SURVEY CONTROL
 FE2545  ___________________________________________________________________
 FE2545* NAD 83(1995)-  35 08 42.20454(N)    089 39 37.70429(W)     ADJUSTED  
 FE2545* NAVD 88     -                                                        
 FE2545  ___________________________________________________________________
 FE2545  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FE2545  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE2545
 FE2545  HORZ ORDER  -  THIRD
 FE2545
 FE2545.The horizontal coordinates were established by classical geodetic methods
 FE2545.and adjusted by the National Geodetic Survey in April 1999..
 FE2545
 FE2545
 FE2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2545
 FE2545.The geoid height was determined by GEOID03.
 FE2545
 FE2545;                    North         East     Units Scale Factor Converg.
 FE2545;SPC TN       -    96,299.059   266,503.897   MT  1.00002018   -2 08 34.8
 FE2545;SPC TN       -   315,941.16    874,354.87   sFT  1.00002018   -2 08 34.8
 FE2545;UTM  16      - 3,892,370.155   257,626.994   MT  1.00032404   -1 31 56.1
 FE2545
 FE2545                          SUPERSEDED SURVEY CONTROL
 FE2545
 FE2545  NAD 83(1995)-  35 08 42.20619(N)    089 39 37.70291(W) AD(       ) 4
 FE2545  NAD 83(1995)-  35 08 42.20722(N)    089 39 37.70462(W) AD(       ) 4
 FE2545  NAD 83(1986)-  35 08 42.21620(N)    089 39 37.70430(W) AD(       ) 4
 FE2545  NAD 27      -  35 08 41.89300(N)    089 39 37.41500(W) AD(       ) 3
 FE2545
 FE2545.Superseded values are not recommended for survey control.
 FE2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2545.See file dsdata.txt to determine how the superseded data were derived.
 FE2545
 FE2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5762792370(NAD 83)
 FE2545
 FE2545  HISTORY     - Date     Condition        Report By
 FE2545  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2545
 FE2545                          STATION DESCRIPTION
 FE2545
 FE2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2545'THE STATION IS LOCATED ABOUT 0.7 MILE SOUTH OF FISHERVILLE, 0.1 MILE
 FE2545'EAST OF THE COLLIERVILLE-ARLINGTON ROAD, 0.05 MILE NORTH OF A FRAME
 FE2545'HOUSE AND IS ON THE HIGHEST POINT OF A SMALL HILL.  IT IS A METAL
 FE2545'SCREEN 20 BY 40 FEET SUPPORTED BY GALVANIZED ANGLE IRON LEGS.
 FE2545'THE SCREEN IS 7 FEET HIGH AND THE OVERALL HEIGHT IS 10 FEET.  IT IS
 FE2545'AT THE EAST SIDE OF A SMALL METAL BUILDING.
 FE2545'
 FE2545'TO REACH THE STATION FROM THE JUNCTION OF THE MACON ROAD AND THE
 FE2545'COLLIERVILLE-ARLINGTON ROAD, GO SOUTH ON THE
 FE2545'COLLIERVILLE-ARLINGTON ROAD FOR 0.7 MILE TO A GRAVEL DRIVEWAY LEFT.
 FE2545'TURN LEFT AND GO EAST FOR 0.1 MILE TO A FRAME HOUSE.  TURN LEFT
 FE2545'AND GO NORTH FOR 0.05 MILE TO THE STATION.
 FE2545'
 FE2545'THE CENTER SUPPORT WAS LOCATED BY TRAVERSE FROM STATION FISHERVILLE
 FE2545'AND IS 12.625 M., 41.42 FT. SE OF STATION FISHERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2607 ***********************************************************************
 GA2607  DESIGNATION -  FANN
 GA2607  PID         -  GA2607
 GA2607  STATE/COUNTY-  TN/CLAIBORNE
 GA2607  USGS QUAD   -  TAZEWELL (1971)
 GA2607
 GA2607                         *CURRENT SURVEY CONTROL
 GA2607  ___________________________________________________________________
 GA2607* NAD 83(1995)-  36 25 21.43633(N)    083 31 58.72750(W)     ADJUSTED  
 GA2607* NAVD 88     -       358.292  (meters)    1175.50   (feet)  ADJUSTED  
 GA2607  ___________________________________________________________________
 GA2607  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GA2607  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2607  DYNAMIC HT  -         357.970 (meters)    1174.44  (feet)  COMP
 GA2607  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA2607
 GA2607  HORZ ORDER  -  SECOND
 GA2607  VERT ORDER  -  SECOND    CLASS 0
 GA2607
 GA2607.The horizontal coordinates were established by classical geodetic methods
 GA2607.and adjusted by the National Geodetic Survey in April 1999..
 GA2607
 GA2607.The orthometric height was determined by differential leveling
 GA2607.and adjusted by the National Geodetic Survey in June 1991..
 GA2607
 GA2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2607
 GA2607.The geoid height was determined by GEOID03.
 GA2607
 GA2607.The dynamic height is computed by dividing the NAVD 88
 GA2607.geopotential number by the normal gravity value computed on the
 GA2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2607.degrees latitude (g = 980.6199 gals.).
 GA2607
 GA2607.The modeled gravity was interpolated from observed gravity values.
 GA2607
 GA2607;                    North         East     Units Scale Factor Converg.
 GA2607;SPC TN       -   234,597.788   821,219.569   MT  1.00000106   +1 26 39.4
 GA2607;SPC TN       -   769,676.24  2,694,284.54   sFT  1.00000106   +1 26 39.4
 GA2607;UTM  17      - 4,033,806.468   272,910.810   MT  1.00023542   -1 30 16.4
 GA2607
 GA2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2607!SPC TN       -   0.99994861  x   1.00000106  =   0.99994967
 GA2607!UTM  17      -   0.99994861  x   1.00023542  =   1.00018402
 GA2607
 GA2607|---------------------------------------------------------------------|
 GA2607| PID    Reference Object                     Distance      Geod. Az  |
 GA2607|                                                           dddmmss.s |
 GA2607| GA2606 FANN RM 2                            13.280 METERS 26152     |
 GA2607| GA2605 FANN AZ MK                                         2735006.1 |
 GA2607| GA2608 FANN RM 1                            20.720 METERS 35954     |
 GA2607|---------------------------------------------------------------------|
 GA2607
 GA2607                          SUPERSEDED SURVEY CONTROL
 GA2607
 GA2607  NAD 83(1995)-  36 25 21.43919(N)    083 31 58.72967(W) AD(       ) 2
 GA2607  NAD 83(1995)-  36 25 21.43810(N)    083 31 58.72114(W) AD(       ) 2
 GA2607  NAD 83(1995)-  36 25 21.44470(N)    083 31 58.72865(W) AD(       ) 2
 GA2607  NAD 83(1986)-  36 25 21.44663(N)    083 31 58.72829(W) AD(       ) 2
 GA2607  NAD 27      -  36 25 21.14242(N)    083 31 59.07271(W) AD(       ) 2
 GA2607  NGVD 29 (??/??/92)  358.410  (m)         1175.88   (f) ADJ UNCH    2 0
 GA2607
 GA2607.Superseded values are not recommended for survey control.
 GA2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2607.See file dsdata.txt to determine how the superseded data were derived.
 GA2607
 GA2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7291133806(NAD 83)
 GA2607_MARKER: DD = SURVEY DISK
 GA2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2607_STAMPING: FANN 1963
 GA2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2607+STABILITY: SURFACE MOTION
 GA2607
 GA2607  HISTORY     - Date     Condition        Report By
 GA2607  HISTORY     - 1963     MONUMENTED       TNHD
 GA2607  HISTORY     - 1963     GOOD             TNHD
 GA2607
 GA2607                          STATION DESCRIPTION
 GA2607
 GA2607'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2607'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF THORN HILL AND
 GA2607'ABOUT 4 MILES
 GA2607'SOUTHEAST OF TAZEWELL.
 GA2607'
 GA2607'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 33 AND U.S.
 GA2607'HIGHWAY 25E IN TAZEWELL,
 GA2607'GO SOUTHERLY ON U.S.  HIGHWAY 25E FOR 3.2 MILES TO THE
 GA2607'AZIMUTH MARK ON THE RIGHT,
 GA2607'CONTINUE FOR 0.25 MILE TO THE STATION ON
 GA2607'THE RIGHT.
 GA2607'
 GA2607'THE STATION IS 38 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GA2607'HIGHWAY 25E, 14 FEET EAST
 GA2607'OF THE CENTER OF A WOODEN GATE, 4.8 FEET NORTHEAST OF A
 GA2607'WITNESS POST AND 3 FEET
 GA2607'NORTH OF A FENCE.  THE SURFACE AND
 GA2607'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA2607'HIGHWAY DEPARTMENT DISKS AND
 GA2607'ARE STAMPED FANN 1963.  THE UNDERGROUND MARK IS ABOUT 30
 GA2607'INCHES BELOW THE
 GA2607'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2607'CONCRETE MONUMENT.
 GA2607'
 GA2607'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE APPROXIMATE CENTER OF
 GA2607'U.S. HIGHWAY 25E.  IT IS A
 GA2607'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN
 GA2607'A DRILLED HOLE IN OUT-CROPPING
 GA2607'BEDROCK AND THE DISK IS STAMPED FANN
 GA2607'RM-1 1963.
 GA2607'
 GA2607'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2607'U.S.  HIGHWAY 25E, 31
 GA2607'FEET EAST OF A 36-INCH WALNUT TREE AND 6 FEET NORTH
 GA2607'OF A FENCE.  IT IS A STANDARD
 GA2607'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2607'CEMENTED IN A DRILLED HOLE IN OUT-CROPPING
 GA2607'BEDROCK AND THE DISK IS
 GA2607'STAMPED FANN RM-2 1963.
 GA2607'
 GA2607'THE AZIMUTH MARK IS 51 FEET EAST OF THE APPROXIMATE CENTER OF A
 GA2607'WOODEN GATE, 26 FEET
 GA2607'SOUTH OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 25E, 9 FEET
 GA2607'NORTH OF A WIRE FENCE, 5
 GA2607'FEET NORTH OF A TELEPHONE POLE AND 2.8 FEET
 GA2607'NORTH OF A WITNESS POST.  IT IS A STANDARD
 GA2607'TENNESSEE HIGHWAY
 GA2607'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2607'MONUMENT AND THE
 GA2607'DISK IS STAMPED FANN AZI 1963.
 GA2607'
 GA2607'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2607
 GA2607                          STATION RECOVERY (1963)
 GA2607
 GA2607'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA2607'3 MI S FROM TAZEWELL.
 GA2607'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2607'TAZEWELL, GO 3.45 MILES SOUTH ON U.S. HIGHWAY 25E TO THE STATION
 GA2607'ON THE RIGHT.  THE STATION MARK IS 38 FEET SOUTH OF THE CENTERLINE
 GA2607'OF U.S. HIGHWAY 25E, 14 FEET EAST OF THE CENTER OF A WOODEN GATE,
 GA2607'4.8 FEET NORTHEAST OF A WITNESS POST AND 3 FEET NORTH OF A FENCE.
 GA2607'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2607'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2607'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2605 ***********************************************************************
 GA2605  DESIGNATION -  FANN AZ MK
 GA2605  PID         -  GA2605
 GA2605  STATE/COUNTY-  TN/CLAIBORNE
 GA2605  USGS QUAD   -  TAZEWELL (1971)
 GA2605
 GA2605                         *CURRENT SURVEY CONTROL
 GA2605  ___________________________________________________________________
 GA2605* NAD 83(1986)-  36 25 22.     (N)    083 32 13.     (W)     SCALED    
 GA2605* NAVD 88     -       366.084  (meters)    1201.06   (feet)  ADJUSTED  
 GA2605  ___________________________________________________________________
 GA2605  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2605  DYNAMIC HT  -         365.755 (meters)    1199.98  (feet)  COMP
 GA2605  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 GA2605
 GA2605  VERT ORDER  -  SECOND    CLASS 0
 GA2605
 GA2605.The horizontal coordinates were scaled from a topographic map and have
 GA2605.an estimated accuracy of +/- 6 seconds.
 GA2605
 GA2605.The orthometric height was determined by differential leveling
 GA2605.and adjusted by the National Geodetic Survey in June 1991..
 GA2605
 GA2605.The geoid height was determined by GEOID03.
 GA2605
 GA2605.The dynamic height is computed by dividing the NAVD 88
 GA2605.geopotential number by the normal gravity value computed on the
 GA2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2605.degrees latitude (g = 980.6199 gals.).
 GA2605
 GA2605.The modeled gravity was interpolated from observed gravity values.
 GA2605
 GA2605;                    North         East    Units  Estimated Accuracy
 GA2605;SPC TN       -   234,610.      820,860.      MT  (+/- 180 meters Scaled)
 GA2605
 GA2605                          SUPERSEDED SURVEY CONTROL
 GA2605
 GA2605  NGVD 29 (??/??/??)  366.26   (m)         1201.6    (f) RESET       3  
 GA2605
 GA2605.Superseded values are not recommended for survey control.
 GA2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2605.See file dsdata.txt to determine how the superseded data were derived.
 GA2605
 GA2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA725338(NAD 83)
 GA2605_MARKER: DD = SURVEY DISK
 GA2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2605_STAMPING: FANN AZI 1963
 GA2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2605+STABILITY: SURFACE MOTION
 GA2605
 GA2605  HISTORY     - Date     Condition        Report By
 GA2605  HISTORY     - 1963     MONUMENTED       TNHD
 GA2605
 GA2605                          STATION DESCRIPTION
 GA2605
 GA2605'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2605'3 MI S FROM TAZEWELL.
 GA2605'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2605'TAZEWELL, GO SOUTH ON U.S. HIGHWAY 25E FOR 3.2 MILES TO THE MARK
 GA2605'ON THE RIGHT.  THE AZIMUTH MARK IS 51 FEET EAST OF THE CENTERLINE
 GA2605'OF U.S. HIGHWAY 25E, 9 FEET NORTH OF A WIRE FENCE, 5 FEET NORTH
 GA2605'OF A TELEPHONE POLE AND 2.8 FEET NORTH OF A WITNESS POST.  THE
 GA2605'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2605'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2605'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2608 ***********************************************************************
 GA2608  DESIGNATION -  FANN RM 1
 GA2608  PID         -  GA2608
 GA2608  STATE/COUNTY-  TN/CLAIBORNE
 GA2608  USGS QUAD   -  TAZEWELL (1971)
 GA2608
 GA2608                         *CURRENT SURVEY CONTROL
 GA2608  ___________________________________________________________________
 GA2608* NAD 83(1986)-  36 25 21.     (N)    083 31 59.     (W)     SCALED    
 GA2608* NAVD 88     -       358.021  (meters)    1174.61   (feet)  ADJUSTED  
 GA2608  ___________________________________________________________________
 GA2608  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2608  DYNAMIC HT  -         357.699 (meters)    1173.55  (feet)  COMP
 GA2608  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA2608
 GA2608  VERT ORDER  -  SECOND    CLASS 0
 GA2608
 GA2608.The horizontal coordinates were scaled from a topographic map and have
 GA2608.an estimated accuracy of +/- 6 seconds.
 GA2608
 GA2608.The orthometric height was determined by differential leveling
 GA2608.and adjusted by the National Geodetic Survey in June 1991..
 GA2608
 GA2608.The geoid height was determined by GEOID03.
 GA2608
 GA2608.The dynamic height is computed by dividing the NAVD 88
 GA2608.geopotential number by the normal gravity value computed on the
 GA2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2608.degrees latitude (g = 980.6199 gals.).
 GA2608
 GA2608.The modeled gravity was interpolated from observed gravity values.
 GA2608
 GA2608;                    North         East    Units  Estimated Accuracy
 GA2608;SPC TN       -   234,580.      821,210.      MT  (+/- 180 meters Scaled)
 GA2608
 GA2608                          SUPERSEDED SURVEY CONTROL
 GA2608
 GA2608  NGVD 29 (??/??/92)  358.138  (m)         1174.99   (f) ADJ UNCH    2 0
 GA2608
 GA2608.Superseded values are not recommended for survey control.
 GA2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2608.See file dsdata.txt to determine how the superseded data were derived.
 GA2608
 GA2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA729337(NAD 83)
 GA2608_MARKER: DD = SURVEY DISK
 GA2608_SETTING: 66 = SET IN ROCK OUTCROP
 GA2608_SP_SET: BEDROCK
 GA2608_STAMPING: FANN RM-1 1963
 GA2608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2608+STABILITY: POSITION/ELEVATION WELL
 GA2608
 GA2608  HISTORY     - Date     Condition        Report By
 GA2608  HISTORY     - 1963     MONUMENTED       TNHD
 GA2608
 GA2608                          STATION DESCRIPTION
 GA2608
 GA2608'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2608'3 MI S FROM TAZEWELL.
 GA2608'THIS MARK IS LOCATED AT THE FANN 1963 STATION SITE, 28 FEET
 GA2608'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 25E AND 68 FEET NORTH OF
 GA2608'THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2608'DISK CEMENTED IN A DRILLED HOLE IN OUT-CROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2606 ***********************************************************************
 GA2606  DESIGNATION -  FANN RM 2
 GA2606  PID         -  GA2606
 GA2606  STATE/COUNTY-  TN/CLAIBORNE
 GA2606  USGS QUAD   -  TAZEWELL (1971)
 GA2606
 GA2606                         *CURRENT SURVEY CONTROL
 GA2606  ___________________________________________________________________
 GA2606* NAD 83(1986)-  36 25 21.     (N)    083 31 59.     (W)     SCALED    
 GA2606* NAVD 88     -       357.581  (meters)    1173.16   (feet)  ADJUSTED  
 GA2606  ___________________________________________________________________
 GA2606  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2606  DYNAMIC HT  -         357.259 (meters)    1172.11  (feet)  COMP
 GA2606  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA2606
 GA2606  VERT ORDER  -  SECOND    CLASS 0
 GA2606
 GA2606.The horizontal coordinates were scaled from a topographic map and have
 GA2606.an estimated accuracy of +/- 6 seconds.
 GA2606
 GA2606.The orthometric height was determined by differential leveling
 GA2606.and adjusted by the National Geodetic Survey in June 1991..
 GA2606
 GA2606.The geoid height was determined by GEOID03.
 GA2606
 GA2606.The dynamic height is computed by dividing the NAVD 88
 GA2606.geopotential number by the normal gravity value computed on the
 GA2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2606.degrees latitude (g = 980.6199 gals.).
 GA2606
 GA2606.The modeled gravity was interpolated from observed gravity values.
 GA2606
 GA2606;                    North         East    Units  Estimated Accuracy
 GA2606;SPC TN       -   234,580.      821,210.      MT  (+/- 180 meters Scaled)
 GA2606
 GA2606                          SUPERSEDED SURVEY CONTROL
 GA2606
 GA2606  NGVD 29 (??/??/92)  357.698  (m)         1173.55   (f) ADJ UNCH    2 0
 GA2606
 GA2606.Superseded values are not recommended for survey control.
 GA2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2606.See file dsdata.txt to determine how the superseded data were derived.
 GA2606
 GA2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA729337(NAD 83)
 GA2606_MARKER: DD = SURVEY DISK
 GA2606_SETTING: 66 = SET IN ROCK OUTCROP
 GA2606_SP_SET: SET IN ROCK OUTCROP
 GA2606_STAMPING: FANN RM-2 1963
 GA2606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2606+STABILITY: POSITION/ELEVATION WELL
 GA2606
 GA2606  HISTORY     - Date     Condition        Report By
 GA2606  HISTORY     - 1963     MONUMENTED       TNHD
 GA2606
 GA2606                          STATION DESCRIPTION
 GA2606
 GA2606'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2606'3 MI S FROM TAZEWELL.
 GA2606'THIS MARK IS LOCATED AT THE FANN 1963 STATION SITE, 35 FEET SOUTH
 GA2606'OF THE CENTERLINE OF U.S. HIGHWAY 25E, 31 FEET EAST OF A 36-INCH
 GA2606'WALNUT TREE, 6 FEET NORTH OF A FENCE AND 44 FEET WEST-SOUTHWEST OF
 GA2606'THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2606'DISK CEMENTED IN A DRILLED HOLE IN OUT-CROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1804 ***********************************************************************
 FC1804  DESIGNATION -  FARIS
 FC1804  PID         -  FC1804
 FC1804  STATE/COUNTY-  TN/ROANE
 FC1804  USGS QUAD   -  HARRIMAN (1980)
 FC1804
 FC1804                         *CURRENT SURVEY CONTROL
 FC1804  ___________________________________________________________________
 FC1804* NAD 83(1995)-  35 53 49.59395(N)    084 37 14.07957(W)     ADJUSTED  
 FC1804* NAVD 88     -       258.7    (meters)     849.     (feet)  VERTCON   
 FC1804  ___________________________________________________________________
 FC1804  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 FC1804  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC1804
 FC1804  HORZ ORDER  -  SECOND
 FC1804
 FC1804.The horizontal coordinates were established by classical geodetic methods
 FC1804.and adjusted by the National Geodetic Survey in April 1999..
 FC1804
 FC1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1804
 FC1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1804
 FC1804.The geoid height was determined by GEOID03.
 FC1804
 FC1804;                    North         East     Units Scale Factor Converg.
 FC1804;SPC TN       -   174,377.057   724,524.689   MT  0.99994900   +0 48 27.2
 FC1804;SPC TN       -   572,102.06  2,377,044.75   sFT  0.99994900   +0 48 27.2
 FC1804;UTM  16      - 3,975,151.892   714,749.353   MT  1.00016830   +1 23 44.4
 FC1804
 FC1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1804!SPC TN       -   0.99996411  x   0.99994900  =   0.99991311
 FC1804!UTM  16      -   0.99996411  x   1.00016830  =   1.00013241
 FC1804
 FC1804|---------------------------------------------------------------------|
 FC1804| PID    Reference Object                     Distance      Geod. Az  |
 FC1804|                                                           dddmmss.s |
 FC1804| CZ4806 FARIS RM 1                          104.449 METERS 16453     |
 FC1804| CZ4807 FARIS RM 2                          125.724 METERS 20331     |
 FC1804|---------------------------------------------------------------------|
 FC1804
 FC1804                          SUPERSEDED SURVEY CONTROL
 FC1804
 FC1804  NAD 83(1995)-  35 53 49.60162(N)    084 37 14.07893(W) AD(       ) 2
 FC1804  NAD 83(1986)-  35 53 49.60717(N)    084 37 14.07693(W) AD(       ) 2
 FC1804  NAD 27      -  35 53 49.34053(N)    084 37 14.30094(W) AD(       ) 2
 FC1804  NGVD 29 (07/19/86)  258.8    (m)          849.     (f) VERT ANG       
 FC1804
 FC1804.Superseded values are not recommended for survey control.
 FC1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1804.See file dsdata.txt to determine how the superseded data were derived.
 FC1804
 FC1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1474975152(NAD 83)
 FC1804_MARKER: DE = TRAVERSE STATION DISK
 FC1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1804
 FC1804  HISTORY     - Date     Condition        Report By
 FC1804  HISTORY     - 1960     MONUMENTED       CGS
 FC1804  HISTORY     - 1965     GOOD             CGS
 FC1804  HISTORY     - 1965     GOOD             CGS
 FC1804
 FC1804                          STATION DESCRIPTION
 FC1804
 FC1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1804'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF ROCKWOOD, 3 MILES
 FC1804'WEST OF EMORY GAP AND ON PROPERTY OWNED BY MR. F. L. FARIS.
 FC1804'
 FC1804'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND STATE
 FC1804'HIGHWAY 61 IN THE EAST PART OF ROCKWOOD, GO NORTHEAST ON
 FC1804'STATE HIGHWAY 61 FOR 3.2 MILES TO A FARM LANE ON THE LEFT AND A SIGN
 FC1804'ON THE RIGHT GREEN VALLEY FARM, TURN LEFT, NORTH, FOR 0.2 MILE
 FC1804'TO A RAILROAD TRACK, TURN RIGHT, EAST, ALONG THE NORTH SIDE OF THE
 FC1804'RAILROAD TRACK AND GO 0.1 MILE TO A GATE, PASS THROUGH THE
 FC1804'GATE AND GO NORTH FOR 0.05 MILE TO THE STATION.
 FC1804'
 FC1804'STATION MARK IS 10 FEET WEST OF THE CENTER OF THE TRACK ROAD, 3.4
 FC1804'FEET WEST OF A WITNESS SIGN, 3 FEET SOUTH OF A WIRE FENCE AND
 FC1804'3 FEET WEST OF A WIRE FENCE. THE MARK IS A STANDARD DISK SET IN A
 FC1804'CONCRETE POST, SET 15 INCHES BELOW THE GROUND SURFACE, AND
 FC1804'IS STAMPED FARIS 1960.
 FC1804'
 FC1804'REFERENCE MARK NO. 1 IS 8 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 FC1804'4 FEET SOUTHEAST OF A GATE POST AND 1 FOOT EAST OF A WIRE FENCE. THE
 FC1804'MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 FC1804'STAMPED FARIS NO 1 1960.
 FC1804'
 FC1804'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF THE CENTER OF A TRACK ROAD
 FC1804'AND 1 FOOT NORTHEAST OF A WIRE FENCE. THE MARK IS A STANDARD DISK
 FC1804'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED FARIS NO 2 1960.
 FC1804'
 FC1804'TRAVERSE STATION ROCKWOOD WILL SERVE AS THE AZIMUTH MARK. SEE
 FC1804'DESCRIPTION THEREOF.
 FC1804'
 FC1804'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FC1804
 FC1804                          STATION RECOVERY (1965)
 FC1804
 FC1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 FC1804'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE 1960
 FC1804'DESCRIPTION IS COMPLETELY ADEQUATE.
 FC1804
 FC1804                          STATION RECOVERY (1965)
 FC1804
 FC1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FC1804'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FC1804'
 FC1804'DUE TO THE CONSTRUCTION OF A NEW STEEL PLANT AT THE STATION SITE, THE
 FC1804'COMPLETE STATION WOULD BE DESTROYED BY CONSTRUCTION WORK.
 FC1804'A NEW STATION FARIS 2 1965 WAS ESTABLISHED AND AFTER ALL HORIZONTAL
 FC1804'ANGLE OBSERVATIONS WERE COMPLETED AND CHECKED AND DISTANCE
 FC1804'MEASUREMENTS MADE, THE COMPLETE STATION AND ALL MARKS WERE DESTROYED
 FC1804'AND THE DISKS REMOVED FOR SUBMISSION TO THE WASHINGTON
 FC1804'OFFICE.
 FC1804'
 FC1804'SEE DESCRIPTION OF FARIS 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0962 ***********************************************************************
 FC0962  DESIGNATION -  FARIS 2
 FC0962  PID         -  FC0962
 FC0962  STATE/COUNTY-  TN/ROANE
 FC0962  USGS QUAD   -  HARRIMAN (1980)
 FC0962
 FC0962                         *CURRENT SURVEY CONTROL
 FC0962  ___________________________________________________________________
 FC0962* NAD 83(1995)-  35 53 40.64645(N)    084 37 06.88536(W)     ADJUSTED  
 FC0962* NAVD 88     -       249.013  (meters)     816.97   (feet)  ADJUSTED  
 FC0962  ___________________________________________________________________
 FC0962  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 FC0962  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0962  DYNAMIC HT  -         248.784 (meters)     816.22  (feet)  COMP
 FC0962  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 FC0962
 FC0962  HORZ ORDER  -  SECOND
 FC0962  VERT ORDER  -  SECOND    CLASS 0
 FC0962
 FC0962.The horizontal coordinates were established by classical geodetic methods
 FC0962.and adjusted by the National Geodetic Survey in April 1999..
 FC0962
 FC0962.The orthometric height was determined by differential leveling
 FC0962.and adjusted by the National Geodetic Survey in June 1991..
 FC0962
 FC0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0962
 FC0962.The geoid height was determined by GEOID03.
 FC0962
 FC0962.The dynamic height is computed by dividing the NAVD 88
 FC0962.geopotential number by the normal gravity value computed on the
 FC0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0962.degrees latitude (g = 980.6199 gals.).
 FC0962
 FC0962.The modeled gravity was interpolated from observed gravity values.
 FC0962
 FC0962;                    North         East     Units Scale Factor Converg.
 FC0962;SPC TN       -   174,103.869   724,708.971   MT  0.99994896   +0 48 31.5
 FC0962;SPC TN       -   571,205.78  2,377,649.35   sFT  0.99994896   +0 48 31.5
 FC0962;UTM  16      - 3,974,880.550   714,936.470   MT  1.00016929   +1 23 48.3
 FC0962
 FC0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0962!SPC TN       -   0.99996563  x   0.99994896  =   0.99991459
 FC0962!UTM  16      -   0.99996563  x   1.00016929  =   1.00013492
 FC0962
 FC0962|---------------------------------------------------------------------|
 FC0962| PID    Reference Object                     Distance      Geod. Az  |
 FC0962|                                                           dddmmss.s |
 FC0962| FC0961 FARIS 2 RM 3                          5.625 METERS 08049     |
 FC0962| FC0963 FARIS 2 RM 4                          8.477 METERS 24709     |
 FC0962| FC1811 MT ROOSEVELT TNGS LOT NC 1          APPROX. 9.2 KM 2501134.0 |
 FC0962| FC1804 FARIS                               329.549 METERS 32648     |
 FC0962|---------------------------------------------------------------------|
 FC0962
 FC0962                          SUPERSEDED SURVEY CONTROL
 FC0962
 FC0962  NAD 83(1995)-  35 53 40.65413(N)    084 37 06.88468(W) AD(       ) 2
 FC0962  NAD 83(1986)-  35 53 40.65967(N)    084 37 06.88269(W) AD(       ) 2
 FC0962  NAD 27      -  35 53 40.39280(N)    084 37 07.10720(W) AD(       ) 2
 FC0962  NGVD 29 (??/??/??)  249.13   (m)          817.4    (f) RESET       3  
 FC0962
 FC0962.Superseded values are not recommended for survey control.
 FC0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0962.See file dsdata.txt to determine how the superseded data were derived.
 FC0962
 FC0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1493674881(NAD 83)
 FC0962_MARKER: DS = TRIANGULATION STATION DISK
 FC0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0962_SP_SET: MONUMENT
 FC0962_STAMPING: FARIS 2 1965
 FC0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0962
 FC0962  HISTORY     - Date     Condition        Report By
 FC0962  HISTORY     - 1965     MONUMENTED       CGS
 FC0962  HISTORY     - 1965     GOOD             CGS
 FC0962  HISTORY     - 1972     GOOD             TVA
 FC0962
 FC0962                          STATION DESCRIPTION
 FC0962
 FC0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 FC0962'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF TENNESSEE
 FC0962'STATE ROUTE 61, ABOUT 4 MILES NORTHEAST OF ROCKWOOD AND
 FC0962'3 MILES WEST OF EMORY GAP.
 FC0962'
 FC0962'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND STATE
 FC0962'ROUTE 61 AT THE EAST EDGE OF ROCKWOOD, GO NORTHEAST ON
 FC0962'STATE ROUTE 61 FOR 3.3 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 FC0962'
 FC0962'THE STATION IS 52 FEET NORTH OF THE APPROXIMATE CENTER OF THE WEST
 FC0962'BOUND TRAFFIC LANE OF STATE ROUTE 61, 8 FEET WEST OF
 FC0962'POWERLINE POLE NO 113, 7 FEET SOUTH OF A FENCE, AND 2.0 FEET
 FC0962'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FC0962'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FC0962'AND THE DISK IS STAMPED FARIS 2 1965. THE UNDERGROUND DISK IS
 FC0962'ABOUT 30 INCHES BELOW THE SURFACE.
 FC0962'
 FC0962'REFERENCE MARK NO. 3 IS 50 FEET NORTH OF THE APPROXIMATE CENTER OF
 FC0962'THE WEST BOUND TRAFFIC LANE OF STATE ROUTE 61, 12 FEET EAST OF
 FC0962'POWERLINE POLE NO. 113 AND 10 FEET SOUTH OF A FENCE. IT IS A STANDARD
 FC0962'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC0962'MONUMENT AND THE DISK IS STAMPED FARIS 2 NO 3 1965.
 FC0962'
 FC0962'REFERENCE MARK NO. 4 IS 49 FEET NORTH OF THE APPROXIMATE CENTER OF
 FC0962'THE WEST BOUND TRAFFIC LANE OF STATE ROUTE 61, 35 FEET WEST OF
 FC0962'POWERLINE POLE NO. 113 AND 10 FEET SOUTH OF A FENCE. IT IS A STANDARD
 FC0962'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC0962'MONUMENT AND THE DISK IS STAMPED FARIS 2 NO 4 1965.
 FC0962'
 FC0962'MT. ROOSEVELT (TNGS) LOOKOUT TOWER NC 1 WILL SERVE AS THE AZIMUTH
 FC0962'MARK. THIS LOOKOUT TOWER IS LOCATED JUST SOUTH OF
 FC0962'TRAVERSE STATION ROCK 1960. SEE DESCRIPTION THEREOF.
 FC0962
 FC0962                          STATION RECOVERY (1965)
 FC0962
 FC0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FC0962'3 MI W FROM EMORY GAP.
 FC0962'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE ROUTE 61 AT THE
 FC0962'EAST EDGE OF ROCKWOOD, GO NORTHEAST ON STATE ROUTE 61 FOR 3.3
 FC0962'MILES TO THE MARK ON THE LEFT, 52 FEET NORTH OF THE APPROXIMATE
 FC0962'CENTER OF THE WEST BOUND LANE OF STATE ROUTE 61.  8 FEET WEST
 FC0962'OF POWER LINE POLE NO. 113, 7 FEET SOUTH OF A FENCE AND 2.0
 FC0962'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS A
 FC0962'U.S.C. AND G.S. DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FC0962'MONUMENT, STAMPED FARIS 2 1965.
 FC0962
 FC0962                          STATION RECOVERY (1972)
 FC0962
 FC0962'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC0962'FARIS 2 1965 REPORTED IN GOOD CONDITION.
 FC0962'
 FC0962'DESCRIPTIONS GOOD.
 FC0962'
 FC0962'FARIS 3 1965 REPORTED IN GOOD CONDITION.
 FC0962'
 FC0962'DESCRIPTIONS GOOD.
 FC0962'
 FC0962'FARIS 4 1965 REPORTED IN GOOD CONDITION.
 FC0962'
 FC0962'DESCRIPTIONS GOOD.
 FC0962'
 FC0962'DISTANCE AND DIRECTION FROM NEAREST TOWN E OF ROCKWOOD TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0961 ***********************************************************************
 FC0961  DESIGNATION -  FARIS 2 RM 3
 FC0961  PID         -  FC0961
 FC0961  STATE/COUNTY-  TN/ROANE
 FC0961  USGS QUAD   -  HARRIMAN (1980)
 FC0961
 FC0961                         *CURRENT SURVEY CONTROL
 FC0961  ___________________________________________________________________
 FC0961* NAD 83(1986)-  35 53 40.     (N)    084 37 07.     (W)     SCALED    
 FC0961* NAVD 88     -       249.010  (meters)     816.96   (feet)  ADJUSTED  
 FC0961  ___________________________________________________________________
 FC0961  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0961  DYNAMIC HT  -         248.780 (meters)     816.21  (feet)  COMP
 FC0961  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 FC0961
 FC0961  VERT ORDER  -  SECOND    CLASS 0
 FC0961
 FC0961.The horizontal coordinates were scaled from a topographic map and have
 FC0961.an estimated accuracy of +/- 6 seconds.
 FC0961
 FC0961.The orthometric height was determined by differential leveling
 FC0961.and adjusted by the National Geodetic Survey in June 1991..
 FC0961
 FC0961.The geoid height was determined by GEOID03.
 FC0961
 FC0961.The dynamic height is computed by dividing the NAVD 88
 FC0961.geopotential number by the normal gravity value computed on the
 FC0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0961.degrees latitude (g = 980.6199 gals.).
 FC0961
 FC0961.The modeled gravity was interpolated from observed gravity values.
 FC0961
 FC0961;                    North         East    Units  Estimated Accuracy
 FC0961;SPC TN       -   174,080.      724,710.      MT  (+/- 180 meters Scaled)
 FC0961
 FC0961                          SUPERSEDED SURVEY CONTROL
 FC0961
 FC0961  NGVD 29 (??/??/??)  249.12   (m)          817.3    (f) RESET       3  
 FC0961
 FC0961.Superseded values are not recommended for survey control.
 FC0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0961.See file dsdata.txt to determine how the superseded data were derived.
 FC0961
 FC0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE149748(NAD 83)
 FC0961_MARKER: DR = REFERENCE MARK DISK
 FC0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0961_SP_SET: MONUMENT
 FC0961_STAMPING: FARIS 2 NO 3 1965
 FC0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0961
 FC0961  HISTORY     - Date     Condition        Report By
 FC0961  HISTORY     - 1965     MONUMENTED       CGS
 FC0961
 FC0961                          STATION DESCRIPTION
 FC0961
 FC0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FC0961'3 MI W FROM EMORY GAP.
 FC0961'AT THE FARIS 2 1965 STATION SITE, 50 FEET NORTH OF THE APPROXIMATE
 FC0961'CENTER OF THE WEST BOUND TRAFFIC LANE OF STATE ROUTE 61, 35
 FC0961'FEET WEST OF POWER LINE POLE NO. 113 AND 10 FEET SOUTH OF A
 FC0961'FENCE.  IT IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK
 FC0961'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FC0961'SURFACE AND THE DISK IS STAMPED FARIS 2 NO 3 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0963 ***********************************************************************
 FC0963  DESIGNATION -  FARIS 2 RM 4
 FC0963  PID         -  FC0963
 FC0963  STATE/COUNTY-  TN/ROANE
 FC0963  USGS QUAD   -  HARRIMAN (1980)
 FC0963
 FC0963                         *CURRENT SURVEY CONTROL
 FC0963  ___________________________________________________________________
 FC0963* NAD 83(1986)-  35 53 40.     (N)    084 37 07.     (W)     SCALED    
 FC0963* NAVD 88     -       248.791  (meters)     816.24   (feet)  ADJUSTED  
 FC0963  ___________________________________________________________________
 FC0963  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC0963  DYNAMIC HT  -         248.562 (meters)     815.49  (feet)  COMP
 FC0963  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 FC0963
 FC0963  VERT ORDER  -  SECOND    CLASS 0
 FC0963
 FC0963.The horizontal coordinates were scaled from a topographic map and have
 FC0963.an estimated accuracy of +/- 6 seconds.
 FC0963
 FC0963.The orthometric height was determined by differential leveling
 FC0963.and adjusted by the National Geodetic Survey in June 1991..
 FC0963
 FC0963.The geoid height was determined by GEOID03.
 FC0963
 FC0963.The dynamic height is computed by dividing the NAVD 88
 FC0963.geopotential number by the normal gravity value computed on the
 FC0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0963.degrees latitude (g = 980.6199 gals.).
 FC0963
 FC0963.The modeled gravity was interpolated from observed gravity values.
 FC0963
 FC0963;                    North         East    Units  Estimated Accuracy
 FC0963;SPC TN       -   174,080.      724,710.      MT  (+/- 180 meters Scaled)
 FC0963
 FC0963                          SUPERSEDED SURVEY CONTROL
 FC0963
 FC0963  NGVD 29 (??/??/??)  248.90   (m)          816.6    (f) RESET       3  
 FC0963
 FC0963.Superseded values are not recommended for survey control.
 FC0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0963.See file dsdata.txt to determine how the superseded data were derived.
 FC0963
 FC0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE149748(NAD 83)
 FC0963_MARKER: DR = REFERENCE MARK DISK
 FC0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0963_SP_SET: MONUMENT
 FC0963_STAMPING: FARIS 2 NO 4 1965
 FC0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0963
 FC0963  HISTORY     - Date     Condition        Report By
 FC0963  HISTORY     - 1965     MONUMENTED       CGS
 FC0963
 FC0963                          STATION DESCRIPTION
 FC0963
 FC0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FC0963'3 MI W FROM EMORY GAP.
 FC0963'AT THE FARIS 2 1965 STATION SITE, 49 FEET NORTH OF THE APPROXIMATE
 FC0963'CENTER OF THE WEST BOUND TRAFFIC LANE OF STATE ROUTE 61, 35
 FC0963'FEET WEST OF POWER LINE POLE NO. 113 AND 10 FEET SOUTH OF A
 FC0963'FENCE.  IT IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK
 FC0963'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FC0963'IS STAMPED FARIS 2 NO 4 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0190 ***********************************************************************
 FC0190  DESIGNATION -  FARMER
 FC0190  PID         -  FC0190
 FC0190  STATE/COUNTY-  TN/ROANE
 FC0190  USGS QUAD   -  CAVE CREEK (1989)
 FC0190
 FC0190                         *CURRENT SURVEY CONTROL
 FC0190  ___________________________________________________________________
 FC0190* NAD 83(1995)-  35 52 00.66008(N)    084 25 55.55403(W)     ADJUSTED  
 FC0190* NAVD 88     -       322.781  (meters)    1058.99   (feet)  ADJUSTED  
 FC0190  ___________________________________________________________________
 FC0190  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 FC0190  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0190  DYNAMIC HT  -         322.478 (meters)    1058.00  (feet)  COMP
 FC0190  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FC0190
 FC0190  HORZ ORDER  -  SECOND
 FC0190  VERT ORDER  -  SECOND    CLASS 0
 FC0190
 FC0190.The horizontal coordinates were established by classical geodetic methods
 FC0190.and adjusted by the National Geodetic Survey in April 1999..
 FC0190
 FC0190.The orthometric height was determined by differential leveling
 FC0190.and adjusted by the National Geodetic Survey in June 1991..
 FC0190
 FC0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0190
 FC0190.The geoid height was determined by GEOID03.
 FC0190
 FC0190.The dynamic height is computed by dividing the NAVD 88
 FC0190.geopotential number by the normal gravity value computed on the
 FC0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0190.degrees latitude (g = 980.6199 gals.).
 FC0190
 FC0190.The modeled gravity was interpolated from observed gravity values.
 FC0190
 FC0190;                    North         East     Units Scale Factor Converg.
 FC0190;SPC TN       -   171,276.371   741,591.712   MT  0.99994856   +0 55 04.5
 FC0190;SPC TN       -   561,929.23  2,433,038.81   sFT  0.99994856   +0 55 04.5
 FC0190;UTM  16      - 3,972,225.653   731,851.830   MT  1.00026243   +1 30 18.8
 FC0190
 FC0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0190!SPC TN       -   0.99995412  x   0.99994856  =   0.99990269
 FC0190!UTM  16      -   0.99995412  x   1.00026243  =   1.00021654
 FC0190
 FC0190:                Primary Azimuth Mark                     Grid Az
 FC0190:SPC TN       -  TS J2                                    106 13 31.0
 FC0190:UTM  16      -  TS J2                                    105 38 16.7
 FC0190
 FC0190|---------------------------------------------------------------------|
 FC0190| PID    Reference Object                     Distance      Geod. Az  |
 FC0190|                                                           dddmmss.s |
 FC0190| FC1687 TS J2                               APPROX. 1.6 KM 1070835.5 |
 FC0190| FC0189 FARMER RM 1                          23.164 METERS 11104     |
 FC0190| FC0183 KENT                                APPROX. 6.1 KM 2784627.4 |
 FC0190| FC0191 FARMER RM 2                          19.577 METERS 28508     |
 FC0190|---------------------------------------------------------------------|
 FC0190
 FC0190                          SUPERSEDED SURVEY CONTROL
 FC0190
 FC0190  NAD 83(1995)-  35 52 00.67011(N)    084 25 55.55337(W) AD(       ) 2
 FC0190  NAD 83(1986)-  35 52 00.67582(N)    084 25 55.55144(W) AD(       ) 2
 FC0190  NAD 27      -  35 52 00.39660(N)    084 25 55.82060(W) AD(       ) 2
 FC0190  NGVD 29 (??/??/92)  322.890  (m)         1059.35   (f) ADJ UNCH    2 0
 FC0190
 FC0190.Superseded values are not recommended for survey control.
 FC0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0190.See file dsdata.txt to determine how the superseded data were derived.
 FC0190
 FC0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3185272226(NAD 83)
 FC0190_MARKER: DE = TRAVERSE STATION DISK
 FC0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0190_SP_SET: MONUMENT
 FC0190_STAMPING: FARMER 1960
 FC0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0190
 FC0190  HISTORY     - Date     Condition        Report By
 FC0190  HISTORY     - 1960     MONUMENTED       CGS
 FC0190  HISTORY     - 1971     GOOD             NGS
 FC0190  HISTORY     - 1971     GOOD             NGS
 FC0190  HISTORY     - 1981     GOOD             LOCENG
 FC0190
 FC0190                          STATION DESCRIPTION
 FC0190
 FC0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0190'THE STATION IS LOCATED ABOUT 5 MILES EAST OF KINGSTON ON THE NORTH
 FC0190'SIDE OF INTERSTATE HIGHWAY 40 RIGHT-OF-WAY.
 FC0190'
 FC0190'TO REACH THE STATION FROM THE EAST END OF THE INTERSTATE HIGHWAY 40
 FC0190'BRIDGE OVER WATTS BAR LAKE, GO EAST ON INTERSTATE
 FC0190'HIGHWAY 40 FOR 5.3 MILES TO THE STATION ON THE LEFT.
 FC0190'
 FC0190'THE STATION IS 26 FEET NORTH OF THE TOP EDGE OF A CUT AND 9.0 FEET
 FC0190'NORTH OF A WITNESS POST. IT IS A STANDARD TRAVERSE DISK
 FC0190'SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED FARMER
 FC0190'1960.
 FC0190'
 FC0190'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE TOP EDGE OF A CUT. IT IS
 FC0190'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 FC0190'IS STAMPED FARMER NO 1 1960.
 FC0190'
 FC0190'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE TOP EDGE OF A CUT. IT IS
 FC0190'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 FC0190'IS STAMPED FARMER NO 2 1960.
 FC0190'
 FC0190'TRAVERSE STATION TS-J2 WILL SERVE AS THE AZIMUTH MARK. SEE
 FC0190'DESCRIPTION THEREOF.
 FC0190'
 FC0190'HEIGHT OF LIGHT ABOVE STATION MARK 22.21 METERS.
 FC0190
 FC0190                          STATION RECOVERY (1971)
 FC0190
 FC0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FC0190'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. HOWEVER,
 FC0190'TS-J2 (AZIMUTH MARK) IS NOW IN A DENSE STAND OF YOUNG TREES
 FC0190'PLANTED TO PREVENT EROSION ON THE STEEP SLOPE OF A HIGHWAY CUT AND
 FC0190'ANY CLEARING WAS PROHIBITIVE.  THE STATION WAS OCCUPIED AND
 FC0190'THE HORIZONTAL ANGLE OBSERVED BETWEEN REFERENCE MARK NO. 1 AND
 FC0190'REFERENCE MARK NO. 2.  WHEN CHECKED AGAINST THE 1960 OBSERVATIONS, A
 FC0190'DISCREPANCY OF PLUS 01 MIN 43.8 SEC WAS NOTED IN THIS ANGLE.
 FC0190'VERTICAL ANGLE OBSERVATIONS WERE MADE UPON THE REFERENCE MARKS AND
 FC0190'SLOPE DISTANCES MEASURED. WHEN REDUCED TO THE HORIZONTAL A
 FC0190'DISCREPANCY OF MINUS 0.42 OF A FOOT WAS NOTED FOR REFERENCE MARK NO.
 FC0190'1 AND MINUS 0.07 OF A FT FOR REFERENCE MARK NO. 2.
 FC0190'
 FC0190'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0190'
 FC0190'THE STATION IS LOCATED ABOUT 5 MILES EAST OF KINGSTON ON TOP OF A
 FC0190'HIGHWAY CUT, ALONG THE NORTH SIDE OF INTERSTATE ROUTE 40, AND
 FC0190'IN AN OPEN FIELD ON THE PROPERTY OF MR. ALFRED FARMER.
 FC0190'
 FC0190'TO REACH THE STATION FROM THE EAST END OF THE WATTS BAR LAKE BRIDGE
 FC0190'ON INTERSTATE ROUTE 40 NORTH OF KINGSTON, GO
 FC0190'EAST-SOUTHEASTERLY ON INTERSTATE ROUTE 40 FOR 4.6 MILES TO THE STATE
 FC0190'ROUTE 58 INTERCHANGE. HERE BEAR RIGHT ON OFF RAMP FOR 0.2 OF A
 FC0190'MILE TO STATE ROUTE 58, THEN LEFT, NORTHEASTERLY ON STATE ROUTE 58
 FC0190'FOR 0.35 OF A MILE TO AN OILED T ROAD RIGHT. HERE TURN
 FC0190'RIGHT AND GO EASTERLY ON WINDING ROAD FOR 0.8 OF A MILE TO THE FARM
 FC0190'HOME OF MR.  FARMER ON THE LEFT AND A FIELD ROAD ON THE
 FC0190'RIGHT, TURN RIGHT ON THIS FIELD ROAD AND GO SOUTHERLY,
 FC0190'PASSING TO THE EAST OF TWO SMALL FARM BUILDINGS FOR 0.05 OF A
 FC0190'MILE TO A LARGE BARN. PASS TO THE WEST OF THE BARN AND PICK
 FC0190'WAY SOUTHERLY ACROSS OPEN FIELD FOR 0.05 OF A MILE TO THE TOP OF A
 FC0190'KNOLL JUST NORTH OF THE HIGHWAY RIGHT-OF-WAY FENCE AND
 FC0190'THE STATION. NOTE-THE LAST SHORT MILEAGE ACROSS THE OPEN
 FC0190'FIELD SHOULD NOT BE MADE IN WET WEATHER.
 FC0190'
 FC0190'THE STATION IS APPROXIMATELY 70 YARDS SOUTH OF THE SOUTHEAST CORNER
 FC0190'OF THE LARGE BARN, 14 FEET NORTH OF THE RIGHT OF-WAY FENCE OF
 FC0190'THE INTERSTATE WITH WITNESS SIGN ATTACHED TO THE FENCE, AND ON THE
 FC0190'HIGHEST POINT OF THE KNOLL. IT IS A STANDARD DISK SET IN THE
 FC0190'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0190'STAMPED FARMER 1960.
 FC0190'
 FC0190'REFERENCE MARK NO. 1 IS 9.5 FEET NORTH OF A METAL WITNESS SIGN
 FC0190'ATTACHED TO THE RIGHT-OF-WAY FENCE, ON THE EAST SLOPE OF OF THE
 FC0190'KNOLL, AND ABOUT 7-1/2 FEET BELOW THE ELEVATION OF THE STATION.  IT
 FC0190'IS A STANDARD DISK SET IN THE TOP OF A 10- INCH, SQUARE, CONCRETE
 FC0190'MONUMENT ABOUT 3-INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 FC0190'IS STAMPED FARMER NO 1 1960.
 FC0190'
 FC0190'REFERENCE MARK NO. 2 IS 10.5 FEET NORTH OF A METAL WITNESS SIGN
 FC0190'ATTACHED TO THE RIGHT-OF-WAY FENCE, ON THE WEST SLOPE OF THE KNOLL,
 FC0190'AND ABOUT 2-1/2 FEET BELOW THE ELEVATION OF THE STATION. IT IS A
 FC0190'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC0190'MONUMENT ABOUT 3-INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 FC0190'IS STAMPED FARMER NO 2 1960.
 FC0190'
 FC0190'TRAVERSE STATION TS-J2 WILL SERVE AS THE AZIMUTH MARK. SEE
 FC0190'DESCRIPTION THEREOF.
 FC0190'
 FC0190'ALL MARKS AT THIS STATION ARE BENCH MARKS.
 FC0190'
 FC0190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 5 MILES EAST
 FC0190'OF KINGSTON.
 FC0190
 FC0190                          STATION RECOVERY (1971)
 FC0190
 FC0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FC0190'5 MI E FROM KINGSTON.
 FC0190'ABOUT 4.6 MILES EAST-SOUTHEAST ALONG INTERSTATE ROUTE 40 FROM
 FC0190'THE EAST END OF THE WATTS BAR LAKE BRIDGE NORTH OF KINGSTON TO THE
 FC0190'STATE ROUTE 58 INTERCHANGE, THENCE RIGHT ON OFF RAMP FOR 0.2 OF
 FC0190'A MILE TO STATE ROUTE 58, THENCE LEFT, NORTHEASTERLY, ON STATE
 FC0190'ROUTE 58 FOR 0.35 OF A MILE TO AN OILED T ROAD RIGHT, THENCE
 FC0190'RIGHT, EASTERLY, ON WINDING ROAD FOR 0.8 OF A MILE TO FARM HOME
 FC0190'OF MR. ALFRED FARMER ON THE LEFT AND A FIELD ROAD RIGHT, THENCE
 FC0190'RIGHT, SOUTHERLY, ON THE FIELD ROAD FOR 0.05 OF A MILE TO A
 FC0190'LARGE BARN, PASS TO WEST OF BARN AND PICK WAY SOUTHERLY ACROSS
 FC0190'OPEN FIELD TO TOP OF KNOLL ABOUT 0.05 OF A MILE TO A POINT
 FC0190'ABOUT 14 FEET NORTH OF THE NORTH-RIGHT-OF-WAY FENCE AND THE
 FC0190'FARMER TRAVERSE STATION.  IT IS APPROXIMATELY 70 YARDS SOUTH
 FC0190'OF THE SOUTHEAST CORNER OF THE LARGE BARN, 14 FEET NORTH OF A
 FC0190'METAL WITNESS SIGN ATTACHED TO THE RIGHT-OF-WAY FENCE, AND ON
 FC0190'THE HIGHEST POINT OF THE KNOLL.  IT IS A STANDARD TRAVERSE
 FC0190'STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC0190'MONUMENT AND THE DISK IS STAMPED FARMER 1960.
 FC0190
 FC0190                          STATION RECOVERY (1981)
 FC0190
 FC0190'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FC0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0189 ***********************************************************************
 FC0189  DESIGNATION -  FARMER RM 1
 FC0189  PID         -  FC0189
 FC0189  STATE/COUNTY-  TN/ROANE
 FC0189  USGS QUAD   -  CAVE CREEK (1989)
 FC0189
 FC0189                         *CURRENT SURVEY CONTROL
 FC0189  ___________________________________________________________________
 FC0189* NAD 83(1986)-  35 52 00.     (N)    084 25 56.     (W)     SCALED    
 FC0189* NAVD 88     -       320.434  (meters)    1051.29   (feet)  ADJUSTED  
 FC0189  ___________________________________________________________________
 FC0189  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0189  DYNAMIC HT  -         320.133 (meters)    1050.30  (feet)  COMP
 FC0189  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FC0189
 FC0189  VERT ORDER  -  SECOND    CLASS 0
 FC0189
 FC0189.The horizontal coordinates were scaled from a topographic map and have
 FC0189.an estimated accuracy of +/- 6 seconds.
 FC0189
 FC0189.The orthometric height was determined by differential leveling
 FC0189.and adjusted by the National Geodetic Survey in June 1991..
 FC0189
 FC0189.The geoid height was determined by GEOID03.
 FC0189
 FC0189.The dynamic height is computed by dividing the NAVD 88
 FC0189.geopotential number by the normal gravity value computed on the
 FC0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0189.degrees latitude (g = 980.6199 gals.).
 FC0189
 FC0189.The modeled gravity was interpolated from observed gravity values.
 FC0189
 FC0189;                    North         East    Units  Estimated Accuracy
 FC0189;SPC TN       -   171,260.      741,580.      MT  (+/- 180 meters Scaled)
 FC0189
 FC0189                          SUPERSEDED SURVEY CONTROL
 FC0189
 FC0189  NGVD 29 (??/??/92)  320.544  (m)         1051.65   (f) ADJ UNCH    2 0
 FC0189
 FC0189.Superseded values are not recommended for survey control.
 FC0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0189.See file dsdata.txt to determine how the superseded data were derived.
 FC0189
 FC0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE318722(NAD 83)
 FC0189_MARKER: DR = REFERENCE MARK DISK
 FC0189_SETTING: 0 = UNSPECIFIED SETTING
 FC0189_STAMPING: FARMER NO 1 1960
 FC0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0189
 FC0189  HISTORY     - Date     Condition        Report By
 FC0189  HISTORY     - 1960     MONUMENTED       CGS
 FC0189  HISTORY     - 1971     GOOD             NGS
 FC0189
 FC0189                          STATION DESCRIPTION
 FC0189
 FC0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FC0189'5 MI E FROM KINGSTON.
 FC0189'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE FARMER
 FC0189'1960 TRAVERSE STATION SITE, 76.00 FEET EAST OF FARMER 1960, 9.5
 FC0189'FEET NORTH OF A METAL WITNESS SIGN ATTACHED TO THE NORTH
 FC0189'RIGHT-OF-WAY FENCE OF INTERSTATE ROUTE 40, AND ON THE EAST SLOPE
 FC0189'OF THE HILL ABOUT 7 1/2 FEET BELOW THE ELEVATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0191 ***********************************************************************
 FC0191  DESIGNATION -  FARMER RM 2
 FC0191  PID         -  FC0191
 FC0191  STATE/COUNTY-  TN/ROANE
 FC0191  USGS QUAD   -  CAVE CREEK (1989)
 FC0191
 FC0191                         *CURRENT SURVEY CONTROL
 FC0191  ___________________________________________________________________
 FC0191* NAD 83(1986)-  35 52 00.     (N)    084 25 56.     (W)     SCALED    
 FC0191* NAVD 88     -       322.064  (meters)    1056.64   (feet)  ADJUSTED  
 FC0191  ___________________________________________________________________
 FC0191  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FC0191  DYNAMIC HT  -         321.762 (meters)    1055.65  (feet)  COMP
 FC0191  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FC0191
 FC0191  VERT ORDER  -  SECOND    CLASS 0
 FC0191
 FC0191.The horizontal coordinates were scaled from a topographic map and have
 FC0191.an estimated accuracy of +/- 6 seconds.
 FC0191
 FC0191.The orthometric height was determined by differential leveling
 FC0191.and adjusted by the National Geodetic Survey in June 1991..
 FC0191
 FC0191.The geoid height was determined by GEOID03.
 FC0191
 FC0191.The dynamic height is computed by dividing the NAVD 88
 FC0191.geopotential number by the normal gravity value computed on the
 FC0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0191.degrees latitude (g = 980.6199 gals.).
 FC0191
 FC0191.The modeled gravity was interpolated from observed gravity values.
 FC0191
 FC0191;                    North         East    Units  Estimated Accuracy
 FC0191;SPC TN       -   171,260.      741,580.      MT  (+/- 180 meters Scaled)
 FC0191
 FC0191                          SUPERSEDED SURVEY CONTROL
 FC0191
 FC0191  NGVD 29 (??/??/92)  322.174  (m)         1057.00   (f) ADJ UNCH    2 0
 FC0191
 FC0191.Superseded values are not recommended for survey control.
 FC0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0191.See file dsdata.txt to determine how the superseded data were derived.
 FC0191
 FC0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE318722(NAD 83)
 FC0191_MARKER: DR = REFERENCE MARK DISK
 FC0191_SETTING: 0 = UNSPECIFIED SETTING
 FC0191_STAMPING: FARMER NO 2 1960
 FC0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0191
 FC0191  HISTORY     - Date     Condition        Report By
 FC0191  HISTORY     - 1960     MONUMENTED       CGS
 FC0191  HISTORY     - 1971     GOOD             NGS
 FC0191
 FC0191                          STATION DESCRIPTION
 FC0191
 FC0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FC0191'5 MI E FROM KINGSTON.
 FC0191'THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE FARMER
 FC0191'1960 TRAVERSE STATION SITE, 64.23 FEET WEST OF FARMER 1960,
 FC0191'10.5 FEET NORTH OF A METAL WITNESS SIGN ATTACHED TO THE NORTH
 FC0191'RIGHT-OF-WAY FENCE OF INTERSTATE ROUTE 40, AND ON THE WEST
 FC0191'SLOPE OF THE HILL ABOUT 2 1/2 FEET BELOW THE ELEVATION OF THE
 FC0191'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2640 ***********************************************************************
 GC2640  DESIGNATION -  FAXON
 GC2640  PID         -  GC2640
 GC2640  STATE/COUNTY-  TN/BENTON
 GC2640  USGS QUAD   -  MC KINNON (1973)
 GC2640
 GC2640                         *CURRENT SURVEY CONTROL
 GC2640  ___________________________________________________________________
 GC2640* NAD 83(1995)-  36 17 55.82199(N)    087 59 51.75642(W)     ADJUSTED  
 GC2640* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 GC2640  ___________________________________________________________________
 GC2640  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 GC2640  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC2640
 GC2640  HORZ ORDER  -  THIRD
 GC2640
 GC2640.The horizontal coordinates were established by classical geodetic methods
 GC2640.and adjusted by the National Geodetic Survey in April 1999..
 GC2640
 GC2640.The orthometric height was scaled from a topographic map.
 GC2640
 GC2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2640
 GC2640.The geoid height was determined by GEOID03.
 GC2640
 GC2640;                    North         East     Units Scale Factor Converg.
 GC2640;SPC TN       -   219,905.308   420,576.934   MT  0.99998122   -1 10 10.3
 GC2640;SPC TN       -   721,472.66  1,379,842.82   sFT  0.99998122   -1 10 10.3
 GC2640;UTM  16      - 4,017,556.706   410,417.873   MT  0.99969887   -0 35 26.4
 GC2640
 GC2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2640!SPC TN       -   0.99997453  x   0.99998122  =   0.99995575
 GC2640!UTM  16      -   0.99997453  x   0.99969887  =   0.99967341
 GC2640
 GC2640|---------------------------------------------------------------------|
 GC2640| PID    Reference Object                     Distance      Geod. Az  |
 GC2640|                                                           dddmmss.s |
 GC2640| CG5779 FAXON RM 1                           18.279 METERS 06729     |
 GC2640| CG5778 FAXON AZ MK                                        1305646.7 |
 GC2640| CG5780 FAXON RM 2                           21.570 METERS 32850     |
 GC2640| GD1468 LICKED                              APPROX. 6.9 KM 3372626.5 |
 GC2640|---------------------------------------------------------------------|
 GC2640
 GC2640                          SUPERSEDED SURVEY CONTROL
 GC2640
 GC2640  NAD 83(1995)-  36 17 55.82496(N)    087 59 51.75941(W) AD(       ) 3
 GC2640  NAD 83(1995)-  36 17 55.82539(N)    087 59 51.76283(W) AD(       ) 3
 GC2640  NAD 83(1986)-  36 17 55.83115(N)    087 59 51.75779(W) AD(       ) 3
 GC2640  NAD 27      -  36 17 55.62900(N)    087 59 51.63600(W) AD(       ) 3
 GC2640
 GC2640.Superseded values are not recommended for survey control.
 GC2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2640.See file dsdata.txt to determine how the superseded data were derived.
 GC2640
 GC2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1041817557(NAD 83)
 GC2640_MARKER: DS = TRIANGULATION STATION DISK
 GC2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2640
 GC2640  HISTORY     - Date     Condition        Report By
 GC2640  HISTORY     - 1952     MONUMENTED       CGS
 GC2640  HISTORY     - 1972     GOOD             LOCENG
 GC2640  HISTORY     - 1987     GOOD             USPSQD
 GC2640
 GC2640                          STATION DESCRIPTION
 GC2640
 GC2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2640'STATION IS LOCATED 7 MILES NORTHEAST OF BIG SANDY, 4 MILES NORTHEAST
 GC2640'OF FAXON ON PROPERTY OWNED BY THE NICKY EXPERIMENTAL
 GC2640'FOREST.  IT IS 28 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 14 FEET
 GC2640'NORTHEAST OF AN 8 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE EAST
 GC2640'SIDE, 8 FEET SOUTHWEST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON
 GC2640'THE WEST SIDE AND 5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 GC2640'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FAXON 1952.
 GC2640'
 GC2640'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 GC2640'AND 4 FEET SOUTHEAST OF A 6 INCH OAK TREE WITH A TRIANGLE BLAZE ON
 GC2640'THE EAST SIDE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2640'FAXON NO 1 1952.
 GC2640'
 GC2640'REFERENCE MARK NO. 2 IS 45 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GC2640'AND 9 FEET NORTH OF THE CENTER OF A WOODS ROAD.  THE MARK PROJECTS
 GC2640'4 INCHES AND THE DISK IS STAMPED FAXON NO 2 1952.
 GC2640'
 GC2640'THE AZIMUTH IS 28 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 4
 GC2640'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A
 GC2640'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FAXON
 GC2640'1952.
 GC2640'
 GC2640'TO REACH THE STATION FROM THE RAILROAD STATION IN BIG SANDY GO EAST
 GC2640'ON MAINE STREET FOR 0.1 MILE TO A T-ROAD, TURN LEFT AND GO NORTH FOR
 GC2640'0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTHEAST FOR 0.35 MILE TO
 GC2640'A FORK, TAKE LEFT FORK AND GO NORTH FOR 3.7 MILES TO A SIDE ROAD
 GC2640'RIGHT, CONTINUE AHEAD FOR 2.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 GC2640'AND GO EAST FOR 0.8 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR
 GC2640'1.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR
 GC2640'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2640'
 GC2640'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2640
 GC2640                          STATION RECOVERY (1972)
 GC2640
 GC2640'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2640'FAXON STATION MARK RECOVERED IN GOOD CONDITION.
 GC2640'
 GC2640'FAXON 1952 FOUND STAMPED ON THE POINT.
 GC2640'
 GC2640'ADD TO DESCRIPTION 115 FEET SSE FROM INTERSECTION OF GRAVELED WOODS
 GC2640'ROAD.
 GC2640'27.6 S 10 W FROM 16 INCH POST OAK.
 GC2640'22.5 N 40 W FROM 10 INCH TWIN WHITE OAK.
 GC2640'13.8 N 30 E FROM 12 INCH RED OAK.
 GC2640'TVA POST AND SIGN SET.
 GC2640'
 GC2640'FAXON RM 1 RECOVERED IN GOOD CONDITION.
 GC2640'
 GC2640'FAXON NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2640'
 GC2640'ADD TO DESCRIPTION--
 GC2640'4.3 S 50 E FROM 14 INCH WHITE OAK.
 GC2640'7.9 N 40 W FROM 10 INCH RED OAK.
 GC2640'
 GC2640'FAXON RM 2 RECOVERED IN GOOD CONDITION.
 GC2640'
 GC2640'FAXON NO. 2 1952 FOUND STAMPED ON THE POINT.
 GC2640'
 GC2640'ADD TO DESCRIPTION--
 GC2640'23.2 S 85 W FROM A 14 INCH RED OAK.
 GC2640'26.4 N 60 W FROM A 16 INCH WHITE OAK.
 GC2640'
 GC2640'FAXON AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 GC2640'
 GC2640'FAXON 1952 FOUND STAMPED ON THE POINT.
 GC2640'
 GC2640'ADD TO DESCRIPTION--
 GC2640'8.1 S 65 W FROM 8 INCH WHITE OAK.
 GC2640'9.0 N 65 E FROM 18 INCH RED OAK.
 GC2640'7.2 N 45 W FROM 10 INCH POST OAK.
 GC2640'TVA POST AND SIGN SET.
 GC2640'
 GC2640'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.5 NE OF FAXON.
 GC2640
 GC2640                          STATION RECOVERY (1987)
 GC2640
 GC2640'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1638 ***********************************************************************
 FD1638  DESIGNATION -  FAYPORT
 FD1638  PID         -  FD1638
 FD1638  STATE/COUNTY-  TN/LINCOLN
 FD1638  USGS QUAD   -  LINCOLN (1982)
 FD1638
 FD1638                         *CURRENT SURVEY CONTROL
 FD1638  ___________________________________________________________________
 FD1638* NAD 83(1995)-  35 03 29.40782(N)    086 33 56.00875(W)     ADJUSTED  
 FD1638* NAVD 88     -       292.5    (meters)     960.     (feet)  VERTCON   
 FD1638  ___________________________________________________________________
 FD1638  X           -     313,127.271 (meters)                     COMP
 FD1638  Y           -  -5,217,551.543 (meters)                     COMP
 FD1638  Z           -   3,643,303.167 (meters)                     COMP
 FD1638  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 FD1638  ELLIP HEIGHT-         264.43  (meters)          (07/29/02) GPS OBS
 FD1638  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FD1638
 FD1638  HORZ ORDER  -  FIRST
 FD1638  ELLP ORDER  -  FOURTH    CLASS I
 FD1638
 FD1638.This mark is at Fayetteville Airport (FYM)
 FD1638
 FD1638.The horizontal coordinates were established by GPS observations
 FD1638.and adjusted by the National Geodetic Survey in April 1999..
 FD1638
 FD1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1638
 FD1638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1638
 FD1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1638
 FD1638.The ellipsoidal height was determined by GPS observations
 FD1638.and is referenced to NAD 83.
 FD1638
 FD1638.The geoid height was determined by GEOID03.
 FD1638
 FD1638;                    North         East     Units Scale Factor Converg.
 FD1638;SPC TN       -    80,570.819   548,406.065   MT  1.00003939   -0 19 52.0
 FD1638;SPC TN       -   264,339.43  1,799,228.90   sFT  1.00003939   -0 19 52.0
 FD1638;SPC AL E     -   505,729.432   133,205.938   MT  1.00001496   -0 25 14.2
 FD1638;UTM  16      - 3,879,580.071   539,615.607   MT  0.99961934   +0 14 58.4
 FD1638
 FD1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1638!SPC TN       -   0.99995850  x   1.00003939  =   0.99999788
 FD1638!SPC AL E     -   0.99995850  x   1.00001496  =   0.99997345
 FD1638!UTM  16      -   0.99995850  x   0.99961934  =   0.99957785
 FD1638
 FD1638:                Primary Azimuth Mark                     Grid Az
 FD1638:SPC TN       -  FAYPORT AZ MK                            187 51 23.8
 FD1638:SPC AL E     -  FAYPORT AZ MK                            187 56 46.0
 FD1638:UTM  16      -  FAYPORT AZ MK                            187 16 33.4
 FD1638
 FD1638|---------------------------------------------------------------------|
 FD1638| PID    Reference Object                     Distance      Geod. Az  |
 FD1638|                                                           dddmmss.s |
 FD1638| FD1641 FAYPORT AZ MK                       APPROX. 0.7 KM 1873131.8 |
 FD1638|---------------------------------------------------------------------|
 FD1638
 FD1638                          SUPERSEDED SURVEY CONTROL
 FD1638
 FD1638  ELLIP H (04/12/99)  264.49   (m)                       GP(       ) 4 1
 FD1638  NAD 83(1995)-  35 03 29.40800(N)    086 33 56.00831(W) AD(       ) 1
 FD1638  ELLIP H (12/04/92)  264.48   (m)                       GP(       ) 4 1
 FD1638  NAD 83(1995)-  35 03 29.41431(N)    086 33 56.00898(W) AD(       ) 3
 FD1638  NAD 83(1986)-  35 03 29.41412(N)    086 33 56.00900(W) AD(       ) 3
 FD1638  NAD 27      -  35 03 29.10808(N)    086 33 56.02645(W) AD(       ) 3
 FD1638  NGVD 29 (12/04/92)  292.5    (m)          960.     (f) GPS OBS        
 FD1638
 FD1638.Superseded values are not recommended for survey control.
 FD1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1638.See file dsdata.txt to determine how the superseded data were derived.
 FD1638
 FD1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3961679580(NAD 83)
 FD1638_MARKER: I = METAL ROD
 FD1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1638_SP_SET: STAINLESS STEEL ROD
 FD1638_STAMPING: FAYPORT 1987
 FD1638_MARK LOGO: NGS   
 FD1638_MAGNETIC: I = MARKER IS A STEEL ROD
 FD1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1638+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 FD1638
 FD1638  HISTORY     - Date     Condition        Report By
 FD1638  HISTORY     - 1987     MONUMENTED       NGS
 FD1638  HISTORY     - UNK      GOOD
 FD1638  HISTORY     - 19900628 GOOD             ALHD
 FD1638  HISTORY     - 19910205 GOOD
 FD1638
 FD1638                          STATION DESCRIPTION
 FD1638
 FD1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FD1638'LOCATION AT THE FAYETTEVILLE MUNCICIPAL AIRPORT ABOUT 6.5 MILES
 FD1638'SOUTH OF FAYETTEVILLE, ABOUT 300 FEET SOUTHEAST OF THE AIRPORT OFFICE
 FD1638'AND AT THE JUCNTION OF TWO TAXIWAYS.  TO REACH FROM THE JUNCTION OF
 FD1638'U.S. HIGHWAYS 231 AND 64 BYPASS AT THE SOUTH EDGE OF FAYETTEVILLE GO
 FD1638'SOUTH 2.5 MILES ON HIGHWAY 231 TO THE JUNCTION WITH STATE
 FD1638'ROUTE 110.
 FD1638'CONTINUE SOUTH 4.5 MILES ON HIGHWAY 231, THEN TURN LEFT AND TO GO 0.4
 FD1638'MILES EAST ON AN ENTRANCE DRIVE TO THE AIRPORT OFFICE.
 FD1638'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 11 FEET.
 FD1638'THE LOGO CAP IS STAMPED ---- FAYFORT 1987 ----AND A STEEL SPIKE IS
 FD1638'SET IN THE CONCRETE.  IT IS 301 FEET SOUTHEAST OF THE CORNER OF THE
 FD1638'OFFICE, 161.5 FEET NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION
 FD1638'OF THE MAIN TAXIWAY AND A TAXIWAY CROSSOVER, 66 FEET WEST OF THE
 FD1638'CENTERLINE OF THE MAIN TAXIWAY , 57 FEET NORTHEAST OF THE CENTERLINE
 FD1638'OF THE TAXIWAY CROSSOVER AND 9.0 FEET SOUTHEAST OF A FIBERGLASS
 FD1638'WITNESS POST SET AT THE SOUTHEAST CORNER OF A CULVERT HEADWALL.
 FD1638
 FD1638                          STATION RECOVERY (UNK )
 FD1638
 FD1638'RECOVERED UNK
 FD1638'RECOVERED IN GOOD CONDITION.
 FD1638
 FD1638                          STATION RECOVERY (1990)
 FD1638
 FD1638'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FD1638'THE STATION IS LOCATED IN LINCOLN COUNTY TENNESSEE ON THE FAYETTEVILLE
 FD1638'MUNICIPAL AIRPORT,ABOUT 10.46 KM (6.50 MI) SOUTH OF FAYETTEVILLE,
 FD1638'TENNESSEE AND ABOUT 14.16 KM (8.80 MI) NORTH OF HAZEL GREEN, ALABAMA.
 FD1638'TO REACH THE STATION FROM THE ALABAMA - TENNESSEE STATE LINE ON U. S.
 FD1638'231 AND U. S. 431, MILE POST 360.60 ON U. S. 431 IN ALABAMA, DRIVE
 FD1638'NORTH ON U. S. 231 AND U. S. 431 7.72 KM (4.80 MI) TO MILE POST 4.80
 FD1638'AND AIRPORT ROAD ON THE RIGHT, TURN RIGHT ON AIRPORT ROAD AND DRIVE
 FD1638'EAST 0.64 KM (0.40 MI) TO THE AIRPORT OFFICE AND HANGER ON THE RIGHT,
 FD1638'TURN RIGHT ALONG THE WEST SIDE OR BACK OF THE HANGER, PASS THROUGH A
 FD1638'GATE AND DRIVE SOUTH 0.08 KM (0.05 MI) TO THE SOUTH SIDE OF THE
 FD1638'HANGER, TURN LEFT ALONG THE SOUTH SIDE OF THE HANGER AND DRIVE EAST
 FD1638'0.16 KM (0.10 MI) ACROSS A PARKING APRON TO A RAMP AND THE STATION ON
 FD1638'THE LEFT BETWEEN THE PARKING APRON AND A NORTH - SOUTH TAXIWAY.
 FD1638'THE STATION IS 2.93 M (9.61 FT) SOUTHEAST OF THE JUNCTION OF TWO
 FD1638'HEADWALLS, 17.37 M (56.99 FT) NORTHEAST OF THE CENTERLINE OF THE
 FD1638'RAMP, 20.12 M (66.01 FT) WEST OF THE CENTERLINE OF THE NORTH - SOUTH
 FD1638'TAXIWAY, 2.87 M (9.42 FT) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 FD1638'IS A STAINLESS STEEL ROAD WITH A LOGO CAP.
 FD1638'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 FD1638'MR. BOB BRYSON, MANAGER
 FD1638'ROUTE 2, AIRPORT ROAD
 FD1638'FAYETTEVILLE, TENNESSEE 37334
 FD1638'PHONE 615 - 433 - 1960
 FD1638
 FD1638                          STATION RECOVERY (1991)
 FD1638
 FD1638'RECOVERED 1991
 FD1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1641 ***********************************************************************
 FD1641  DESIGNATION -  FAYPORT AZ MK
 FD1641  PID         -  FD1641
 FD1641  STATE/COUNTY-  TN/LINCOLN
 FD1641  USGS QUAD   -  LINCOLN (1982)
 FD1641
 FD1641                         *CURRENT SURVEY CONTROL
 FD1641  ___________________________________________________________________
 FD1641* NAD 83(1995)-  35 03 07.98094(N)    086 33 59.45094(W)     ADJUSTED  
 FD1641* NAVD 88     -       292.7    (meters)     960.     (feet)  VERTCON   
 FD1641  ___________________________________________________________________
 FD1641  X           -     313,062.886 (meters)                     COMP
 FD1641  Y           -  -5,217,934.899 (meters)                     COMP
 FD1641  Z           -   3,642,762.284 (meters)                     COMP
 FD1641  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 FD1641  ELLIP HEIGHT-         263.86  (meters)          (04/12/99) GPS OBS
 FD1641  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD1641
 FD1641  HORZ ORDER  -  THIRD
 FD1641  ELLP ORDER  -  FOURTH    CLASS I
 FD1641
 FD1641.This mark is at Fayetteville Airport (FYM)
 FD1641
 FD1641.The horizontal coordinates were established by GPS observations
 FD1641.and adjusted by the National Geodetic Survey in April 1999..
 FD1641
 FD1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1641
 FD1641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1641
 FD1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1641
 FD1641.The ellipsoidal height was determined by GPS observations
 FD1641.and is referenced to NAD 83.
 FD1641
 FD1641.The geoid height was determined by GEOID03.
 FD1641
 FD1641;                    North         East     Units Scale Factor Converg.
 FD1641;SPC TN       -    79,910.994   548,315.016   MT  1.00004079   -0 19 54.0
 FD1641;SPC TN       -   262,174.65  1,798,930.18   sFT  1.00004079   -0 19 54.0
 FD1641;SPC AL E     -   505,069.766   133,113.861   MT  1.00001512   -0 25 16.0
 FD1641;UTM  16      - 3,878,919.635   539,531.285   MT  0.99961926   +0 14 56.3
 FD1641
 FD1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1641!SPC TN       -   0.99995858  x   1.00004079  =   0.99999937
 FD1641!SPC AL E     -   0.99995858  x   1.00001512  =   0.99997370
 FD1641!UTM  16      -   0.99995858  x   0.99961926  =   0.99957786
 FD1641
 FD1641:                Primary Azimuth Mark                     Grid Az
 FD1641:SPC TN       -  FAYPORT                                  007 51 23.8
 FD1641:SPC AL E     -  FAYPORT                                  007 56 45.8
 FD1641:UTM  16      -  FAYPORT                                  007 16 33.5
 FD1641
 FD1641|---------------------------------------------------------------------|
 FD1641| PID    Reference Object                     Distance      Geod. Az  |
 FD1641|                                                           dddmmss.s |
 FD1641| FD1638 FAYPORT                             APPROX. 0.7 KM 0073129.8 |
 FD1641|---------------------------------------------------------------------|
 FD1641
 FD1641                          SUPERSEDED SURVEY CONTROL
 FD1641
 FD1641  NAD 83(1995)-  35 03 07.98107(N)    086 33 59.45052(W) AD(       ) 3
 FD1641  NAD 83(1995)-  35 03 07.98739(N)    086 33 59.45111(W) AD(       ) 3
 FD1641  NAD 83(1986)-  35 03 07.98721(N)    086 33 59.45113(W) AD(       ) 3
 FD1641  NAD 27      -  35 03 07.68089(N)    086 33 59.46862(W) AD(       ) 3
 FD1641  NGVD 29 (02/20/88)  292.6    (m)          960.     (f) GPS OBS        
 FD1641
 FD1641.Superseded values are not recommended for survey control.
 FD1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1641.See file dsdata.txt to determine how the superseded data were derived.
 FD1641
 FD1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3953178920(NAD 83)
 FD1641_MARKER: DZ = AZIMUTH MARK DISK
 FD1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1641_SP_SET: CONCRETE POST
 FD1641_STAMPING: FAYPORT AZ MK 1987
 FD1641_MARK LOGO: NGS   
 FD1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1641+STABILITY: SURFACE MOTION
 FD1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1641+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FD1641
 FD1641  HISTORY     - Date     Condition        Report By
 FD1641  HISTORY     - 1987     MONUMENTED       NGS
 FD1641
 FD1641                          STATION DESCRIPTION
 FD1641
 FD1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 FD1641'LOCATED AT THE FAYETTEVILLE MUNICIPAL AIRPORT 6.5 MILES SOUTH OF
 FD1641'FAYETTEVILLE, 0.4 MILES SOUTH OF THE AIRPORT OFFICE AND THE SOUTH END
 FD1641'OF THE RUNWAY.
 FD1641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 231 AND 64
 FD1641'BYPASS AT THE SOUTH EDGE OF FAYETTEVILLE GO 0.4 MILES, 0.7 MILES
 FD1641'ON HIGHWAY 231, THEN TURN LEFT AND GO 0.4 MILES EAST ON AN ENTRANCE
 FD1641'DRIVE TO THE AIRPORT OFFICE.
 FD1641'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 61 FEET.
 FD1641'THE LOGO CAP IS STAMPED ----FAYPORT AZ MK 198---- AND A STEEL SPIKE
 FD1641'IS EMBEDDED IN THE CONCRETE.  IT IS 175.5 FEET EAST OF THE TAXIWAY
 FD1641'CENTER, 75 FEET WEST OF THE RUNWAY CENTER AND 2 FEET BELOW THE SAME
 FD1641'144 FEET SOUTH OF THE CENTER OF A TAXIWAY CROSSOVER, 106 FEET NORTH
 FD1641'OF THE CENTER OF ANOTHER TAXIWAY CROSSOVER AND 10.5 FEET EASE
 FD1641'OF A FIBERGLASS WITNESS POST SET ALONG A VASI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1852 ***********************************************************************
 FB1852  DESIGNATION -  FB 1
 FB1852  PID         -  FB1852
 FB1852  STATE/COUNTY-  TN/KNOX
 FB1852  USGS QUAD   -  SHOOKS GAP (1987)
 FB1852
 FB1852                         *CURRENT SURVEY CONTROL
 FB1852  ___________________________________________________________________
 FB1852* NAD 83(1986)-  35 57 34.     (N)    083 50 55.     (W)     SCALED    
 FB1852* NAVD 88     -       263.12   (+/-2cm)     863.3    (feet)  VERTCON   
 FB1852  ___________________________________________________________________
 FB1852  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1852
 FB1852  VERT ORDER  -  ? (See Below)
 FB1852
 FB1852.The horizontal coordinates were scaled from a topographic map and have
 FB1852.an estimated accuracy of +/- 6 seconds.
 FB1852
 FB1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1852.The vertical order pertains to the NGVD 29 superseded value.
 FB1852
 FB1852.The geoid height was determined by GEOID03.
 FB1852
 FB1852;                    North         East    Units  Estimated Accuracy
 FB1852;SPC TN       -   182,550.      794,050.      MT  (+/- 180 meters Scaled)
 FB1852
 FB1852                          SUPERSEDED SURVEY CONTROL
 FB1852
 FB1852  NGVD 29 (??/??/92)  263.260  (m)          863.71   (f) ADJ UNCH    ?  
 FB1852
 FB1852.Superseded values are not recommended for survey control.
 FB1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1852.See file dsdata.txt to determine how the superseded data were derived.
 FB1852
 FB1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV430832(NAD 83)
 FB1852_MARKER: X = CHISELED CROSS
 FB1852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1852_SP_SET: BRIDGE
 FB1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1852
 FB1852  HISTORY     - Date     Condition        Report By
 FB1852  HISTORY     - UNK      MONUMENTED       DOD
 FB1852  HISTORY     - 1936     GOOD             USGS
 FB1852
 FB1852                          STATION DESCRIPTION
 FB1852
 FB1852'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1852'2 MI W FROM MARBLEDALE.
 FB1852'2 MILES WEST OF MARBLEDALE, KNOX COUNTY, AT THE JUNCTION OF
 FB1852'HOLSTON AND FRENCH BROAD RIVERS, AT THE SOUTHERN RAILWAY BRIDGE
 FB1852'OVER HOLSTON RIVER, AND ON THE TOP OF THE LEFT BANK ABUTMENT
 FB1852'DOWNSTREAM SIDE.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3312 ***********************************************************************
 AB3312  DESIGNATION -  FED1
 AB3312  PID         -  AB3312
 AB3312  STATE/COUNTY-  TN/SHELBY
 AB3312  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AB3312
 AB3312                         *CURRENT SURVEY CONTROL
 AB3312  ___________________________________________________________________
 AB3312* NAD 83(1995)-  35 08 59.04982(N)    090 03 05.81408(W)     ADJUSTED  
 AB3312* NAVD 88     -       138.8    (meters)     455.     (feet)  GPS OBS   
 AB3312  ___________________________________________________________________
 AB3312  X           -      -4,703.323 (meters)                     COMP
 AB3312  Y           -  -5,220,969.886 (meters)                     COMP
 AB3312  Z           -   3,651,526.415 (meters)                     COMP
 AB3312  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AB3312  ELLIP HEIGHT-         111.53  (meters)          (05/17/96) GPS OBS
 AB3312  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AB3312
 AB3312  HORZ ORDER  -  A
 AB3312  ELLP ORDER  -  FIRST     CLASS II
 AB3312
 AB3312.The horizontal coordinates were established by GPS observations
 AB3312.and adjusted by the National Geodetic Survey in May 1996..
 AB3312
 AB3312.The orthometric height was determined by GPS observations and a
 AB3312.high-resolution geoid model.
 AB3312
 AB3312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3312
 AB3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3312
 AB3312.The ellipsoidal height was determined by GPS observations
 AB3312.and is referenced to NAD 83.
 AB3312
 AB3312.The geoid height was determined by GEOID03.
 AB3312
 AB3312;                    North         East     Units Scale Factor Converg.
 AB3312;SPC TN       -    98,221.789   230,908.877   MT  1.00001921   -2 22 19.1
 AB3312;SPC TN       -   322,249.32    757,573.54   sFT  1.00001921   -2 22 19.1
 AB3312;UTM  15      - 3,893,629.154   768,594.260   MT  1.00048920   +1 41 54.4
 AB3312;UTM  16      - 3,893,912.987   221,998.641   MT  1.00055259   -1 45 28.8
 AB3312
 AB3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3312!SPC TN       -   0.99998249  x   1.00001921  =   1.00000170
 AB3312!UTM  15      -   0.99998249  x   1.00048920  =   1.00047169
 AB3312!UTM  16      -   0.99998249  x   1.00055259  =   1.00053507
 AB3312
 AB3312                          SUPERSEDED SURVEY CONTROL
 AB3312
 AB3312.No superseded survey control is available for this station.
 AB3312
 AB3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6859493629(NAD 83)
 AB3312_MARKER: Z = SEE DESCRIPTION
 AB3312_SETTING: 0 = UNSPECIFIED SETTING
 AB3312_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3312+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3312
 AB3312  HISTORY     - Date     Condition        Report By
 AB3312  HISTORY     - 1995     MONUMENTED       USE
 AB3312
 AB3312                          STATION DESCRIPTION
 AB3312
 AB3312'DESCRIBED BY US ENGINEERS 1995
 AB3312'THIS IS FIXED LOCATION ANTENNA MOUNT ON THE ROOF OF THE CLIFFORD DAVIS
 AB3312'FEDERAL BUILDING IN DOWNTOWN MEMPHIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1056 ***********************************************************************
 GC1056  DESIGNATION -  FESTNER
 GC1056  PID         -  GC1056
 GC1056  STATE/COUNTY-  TN/ROBERTSON
 GC1056  USGS QUAD   -  PORTLAND (1981)
 GC1056
 GC1056                         *CURRENT SURVEY CONTROL
 GC1056  ___________________________________________________________________
 GC1056* NAD 83(1995)-  36 36 41.87757(N)    086 35 25.90286(W)     ADJUSTED  
 GC1056* NAVD 88     -       239.868  (meters)     786.97   (feet)  ADJUSTED  
 GC1056  ___________________________________________________________________
 GC1056  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 GC1056  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC1056  DYNAMIC HT  -         239.667 (meters)     786.31  (feet)  COMP
 GC1056  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GC1056
 GC1056  HORZ ORDER  -  SECOND
 GC1056  VERT ORDER  -  SECOND    CLASS 0
 GC1056
 GC1056.The horizontal coordinates were established by classical geodetic methods
 GC1056.and adjusted by the National Geodetic Survey in April 1999..
 GC1056
 GC1056.The orthometric height was determined by differential leveling
 GC1056.and adjusted by the National Geodetic Survey in June 1991..
 GC1056
 GC1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1056
 GC1056.The geoid height was determined by GEOID03.
 GC1056
 GC1056.The dynamic height is computed by dividing the NAVD 88
 GC1056.geopotential number by the normal gravity value computed on the
 GC1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1056.degrees latitude (g = 980.6199 gals.).
 GC1056
 GC1056.The modeled gravity was interpolated from observed gravity values.
 GC1056
 GC1056;                    North         East     Units Scale Factor Converg.
 GC1056;SPC TN       -   252,943.576   547,168.127   MT  1.00004039   -0 20 44.6
 GC1056;SPC TN       -   829,865.72  1,795,167.43   sFT  1.00004039   -0 20 44.6
 GC1056;SPC KY1Z     - 1,031,227.212 1,424,794.381   MT  1.00014621   -0 30 57.8
 GC1056;SPC KY1Z     - 3,383,284.61  4,674,512.90   sFT  1.00014621   -0 30 57.8
 GC1056;SPC KY S     -   531,218.573   424,803.522   MT  1.00002432   -0 30 35.1
 GC1056;SPC KY S     - 1,742,839.60  1,393,709.56   sFT  1.00002432   -0 30 35.1
 GC1056;UTM  16      - 4,051,868.965   536,617.704   MT  0.99961652   +0 14 39.1
 GC1056
 GC1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1056!SPC TN       -   0.99996704  x   1.00004039  =   1.00000743
 GC1056!SPC KY1Z     -   0.99996704  x   1.00014621  =   1.00011325
 GC1056!SPC KY S     -   0.99996704  x   1.00002432  =   0.99999136
 GC1056!UTM  16      -   0.99996704  x   0.99961652  =   0.99958358
 GC1056
 GC1056:                Primary Azimuth Mark                     Grid Az
 GC1056:SPC TN       -  FESTNER AZ MK                            034 39 59.7
 GC1056:SPC KY1Z     -  FESTNER AZ MK                            034 50 12.9
 GC1056:SPC KY S     -  FESTNER AZ MK                            034 49 50.2
 GC1056:UTM  16      -  FESTNER AZ MK                            034 04 36.0
 GC1056
 GC1056|---------------------------------------------------------------------|
 GC1056| PID    Reference Object                     Distance      Geod. Az  |
 GC1056|                                                           dddmmss.s |
 GC1056| GC1058 FESTNER AZ MK                                      0341915.1 |
 GC1056| GC1057 FESTNER RM 1                         25.375 METERS 07608     |
 GC1056| GC2397 TENNESSEE GAS TRANS KIA 570         APPROX. 2.8 KM 0761836.8 |
 GC1056| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 7.6 KM 1172949.5 |
 GC1056| GC1055 FESTNER RM 2                         25.738 METERS 18755     |
 GC1056|---------------------------------------------------------------------|
 GC1056
 GC1056                          SUPERSEDED SURVEY CONTROL
 GC1056
 GC1056  NAD 83(1995)-  36 36 41.87768(N)    086 35 25.90293(W) AD(       ) 2
 GC1056  NAD 83(1995)-  36 36 41.88591(N)    086 35 25.90711(W) AD(       ) 2
 GC1056  NAD 83(1986)-  36 36 41.88633(N)    086 35 25.90689(W) AD(       ) 2
 GC1056  NAD 27      -  36 36 41.74620(N)    086 35 25.91840(W) AD(       ) 2
 GC1056  NGVD 29 (??/??/92)  239.946  (m)          787.22   (f) ADJ UNCH    2 0
 GC1056
 GC1056.Superseded values are not recommended for survey control.
 GC1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1056.See file dsdata.txt to determine how the superseded data were derived.
 GC1056
 GC1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3661851869(NAD 83)
 GC1056_MARKER: DE = TRAVERSE STATION DISK
 GC1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1056_STAMPING: FESTNER 1959
 GC1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1056+STABILITY: SURFACE MOTION
 GC1056
 GC1056  HISTORY     - Date     Condition        Report By
 GC1056  HISTORY     - 1959     MONUMENTED       CGS
 GC1056  HISTORY     - 1959     GOOD             CGS
 GC1056
 GC1056                          STATION DESCRIPTION
 GC1056
 GC1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1056'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF PORTLAND, ABOUT
 GC1056'3.0 MILES SOUTHWEST OF MITCHELLVILLE AND ON MR.  WILLIAM FESTNERS
 GC1056'PROPERTY.
 GC1056'
 GC1056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC1056'HIGHWAY 109 AT THE KENTUCKY-TENNESSEE STATE LINE, GO SOUTH ON U.S.
 GC1056'HIGHWAY 31W FOR 1.65 MILES TO A CROSSROAD AT SHADY PARK CAFE, TURN
 GC1056'RIGHT AND GO WEST FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GC1056'DESCRIBED, CONTINUE WEST FOR 0.05 MILE TO MR. FESTNERS HOUSE ON THE
 GC1056'LEFT, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A LANE ON THE
 GC1056'RIGHT, TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE STATON ON THE LEFT
 GC1056'AS DESCRIBED.
 GC1056'
 GC1056'THE STATION MARK IS 29 FEET SOUTH OF A FENCE CORNER POST, 4 FEET
 GC1056'SOUTH OF A WITNESS SIGN AND 1 FOOT EAST OF A NORTH-SOUTH
 GC1056'WIRE FENCE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN TOP OF A
 GC1056'CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 GC1056'IS STAMPED FESTNER 1959.  THE UNDERGROUND MARK IS A STANDARD TRAVERSE
 GC1056'DISK SET ABOUT 36 INCHES BELOW THE SURFACE OF THE GROUND AND
 GC1056'THE DISK IS STAMPED FESTNER 1959.
 GC1056'
 GC1056'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE, PROJECTS
 GC1056'2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GC1056'FESTNER NO 1 1959.
 GC1056'.
 GC1056'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A NORTH-SOUTH
 GC1056'FENCE, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE
 GC1056'DISK IS STAMPED FESTNER NO 2 1959.
 GC1056'
 GC1056'THE AZMUTH MARK IS 15 FEET NORTH OF AN OILED ROAD, 2 FEET WEST OF A
 GC1056'FENCE CORNER POST AND 2 FEET EAST OF A WITNESS SIGN. THE MARK
 GC1056'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK IS
 GC1056'STAMPED FESTNER 1959.
 GC1056'
 GC1056'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 GC1056
 GC1056                          STATION RECOVERY (1959)
 GC1056
 GC1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1056'5.1 MI SW FROM MITCHELLVILLE.
 GC1056'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1056'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1056'MILES, THENCE 0.85 MILES WEST AND NORTH ON A GRAVELED ROAD,
 GC1056'THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4
 GC1056'MILE SOUTHEAST ON A GRAVELED ROAD, THENCE 1.25 MILES SOUTHWEST
 GC1056'ON U.S. HIGHWAY 31 W, THENCE 0.65 MILE WEST ON A GRAVELED ROAD
 GC1056'TO MR. FESTNERS HOUSE ON THE LEFT, TURN LEFT AND GO SOUTH FOR
 GC1056'0.15 MILE TO A LANE ON THE RIGHT, TURN RIGHT AND GO WEST FOR
 GC1056'0.05 TO THE STATION ON THE LEFT, 29 FT. SOUTH OF A FENCE CORNER
 GC1056'POST, 4 FT. SOUTH OF A WITNESS SIGN, AND 1 FT. EAST OF A FENCE,
 GC1056'A DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE SURFACE
 GC1056'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1058 ***********************************************************************
 GC1058  DESIGNATION -  FESTNER AZ MK
 GC1058  PID         -  GC1058
 GC1058  STATE/COUNTY-  TN/ROBERTSON
 GC1058  USGS QUAD   -  PORTLAND (1981)
 GC1058
 GC1058                         *CURRENT SURVEY CONTROL
 GC1058  ___________________________________________________________________
 GC1058* NAD 83(1986)-  36 36 49.     (N)    086 35 17.     (W)     SCALED    
 GC1058* NAVD 88     -       234.721  (meters)     770.08   (feet)  ADJUSTED  
 GC1058  ___________________________________________________________________
 GC1058  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC1058  DYNAMIC HT  -         234.524 (meters)     769.43  (feet)  COMP
 GC1058  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GC1058
 GC1058  VERT ORDER  -  SECOND    CLASS 0
 GC1058
 GC1058.The horizontal coordinates were scaled from a topographic map and have
 GC1058.an estimated accuracy of +/- 6 seconds.
 GC1058
 GC1058.The orthometric height was determined by differential leveling
 GC1058.and adjusted by the National Geodetic Survey in June 1991..
 GC1058
 GC1058.The geoid height was determined by GEOID03.
 GC1058
 GC1058.The dynamic height is computed by dividing the NAVD 88
 GC1058.geopotential number by the normal gravity value computed on the
 GC1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1058.degrees latitude (g = 980.6199 gals.).
 GC1058
 GC1058.The modeled gravity was interpolated from observed gravity values.
 GC1058
 GC1058;                    North         East    Units  Estimated Accuracy
 GC1058;SPC TN       -   253,160.      547,390.      MT  (+/- 180 meters Scaled)
 GC1058
 GC1058                          SUPERSEDED SURVEY CONTROL
 GC1058
 GC1058  NGVD 29 (??/??/92)  234.799  (m)          770.34   (f) ADJ UNCH    2 0
 GC1058
 GC1058.Superseded values are not recommended for survey control.
 GC1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1058.See file dsdata.txt to determine how the superseded data were derived.
 GC1058
 GC1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF368520(NAD 83)
 GC1058_MARKER: DZ = AZIMUTH MARK DISK
 GC1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1058_STAMPING: FESTNER 1959
 GC1058_MARK LOGO: CGS   
 GC1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1058+STABILITY: SURFACE MOTION
 GC1058
 GC1058  HISTORY     - Date     Condition        Report By
 GC1058  HISTORY     - 1959     MONUMENTED       CGS
 GC1058
 GC1058                          STATION DESCRIPTION
 GC1058
 GC1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1058'4.8 MI SW FROM MITCHELLVILLE.
 GC1058'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1058'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 1.3
 GC1058'MILES, THENCE 0.85 MILES WEST AND NORTH ON A GRAVELED ROAD,
 GC1058'THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, THENCE 0.4
 GC1058'MILE SOUTHEAST OF A GRAVELED ROAD, THENCE 1.25 MILE SOUTHWEST ON
 GC1058'U.S. HIGHWAY 31 W, THENCE 0.6 MILE WEST ON A GRAVELED ROAD, 15
 GC1058'FT. NORTH OF THE GRAVELED ROAD, 2 FT. WEST OF A FENCE CORNER
 GC1058'POST AND 2 FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1058'CONCRETE POST PROJECTING 2 INCHES, AND ABOUT LEVEL WITH THE
 GC1058'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1057 ***********************************************************************
 GC1057  DESIGNATION -  FESTNER RM 1
 GC1057  PID         -  GC1057
 GC1057  STATE/COUNTY-  TN/ROBERTSON
 GC1057  USGS QUAD   -  PORTLAND (1981)
 GC1057
 GC1057                         *CURRENT SURVEY CONTROL
 GC1057  ___________________________________________________________________
 GC1057* NAD 83(1986)-  36 36 41.     (N)    086 35 25.     (W)     SCALED    
 GC1057* NAVD 88     -       239.634  (meters)     786.20   (feet)  ADJUSTED  
 GC1057  ___________________________________________________________________
 GC1057  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC1057  DYNAMIC HT  -         239.433 (meters)     785.54  (feet)  COMP
 GC1057  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GC1057
 GC1057  VERT ORDER  -  SECOND    CLASS 0
 GC1057
 GC1057.The horizontal coordinates were scaled from a topographic map and have
 GC1057.an estimated accuracy of +/- 6 seconds.
 GC1057
 GC1057.The orthometric height was determined by differential leveling
 GC1057.and adjusted by the National Geodetic Survey in June 1991..
 GC1057
 GC1057.The geoid height was determined by GEOID03.
 GC1057
 GC1057.The dynamic height is computed by dividing the NAVD 88
 GC1057.geopotential number by the normal gravity value computed on the
 GC1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1057.degrees latitude (g = 980.6199 gals.).
 GC1057
 GC1057.The modeled gravity was interpolated from observed gravity values.
 GC1057
 GC1057;                    North         East    Units  Estimated Accuracy
 GC1057;SPC TN       -   252,920.      547,190.      MT  (+/- 180 meters Scaled)
 GC1057
 GC1057                          SUPERSEDED SURVEY CONTROL
 GC1057
 GC1057  NGVD 29 (??/??/92)  239.712  (m)          786.46   (f) ADJ UNCH    2 0
 GC1057
 GC1057.Superseded values are not recommended for survey control.
 GC1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1057.See file dsdata.txt to determine how the superseded data were derived.
 GC1057
 GC1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366518(NAD 83)
 GC1057_MARKER: DR = REFERENCE MARK DISK
 GC1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1057_STAMPING: FESTNER NO 1 1959
 GC1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1057+STABILITY: SURFACE MOTION
 GC1057
 GC1057  HISTORY     - Date     Condition        Report By
 GC1057  HISTORY     - 1959     MONUMENTED       CGS
 GC1057
 GC1057                          STATION DESCRIPTION
 GC1057
 GC1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1057'5.1 MI SW FROM MITCHELLVILLE.
 GC1057'THIS MARK IS LOCATED AT THE FESTNER 1959 STATION SITE, 83.2
 GC1057'FT. EAST-NORTHEAST OF THE STATION MARK, AND 1 FT. SOUTH OF A
 GC1057'FENCE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1055 ***********************************************************************
 GC1055  DESIGNATION -  FESTNER RM 2
 GC1055  PID         -  GC1055
 GC1055  STATE/COUNTY-  TN/ROBERTSON
 GC1055  USGS QUAD   -  PORTLAND (1981)
 GC1055
 GC1055                         *CURRENT SURVEY CONTROL
 GC1055  ___________________________________________________________________
 GC1055* NAD 83(1986)-  36 36 41.     (N)    086 35 25.     (W)     SCALED    
 GC1055* NAVD 88     -       239.995  (meters)     787.38   (feet)  ADJUSTED  
 GC1055  ___________________________________________________________________
 GC1055  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GC1055  DYNAMIC HT  -         239.794 (meters)     786.72  (feet)  COMP
 GC1055  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GC1055
 GC1055  VERT ORDER  -  SECOND    CLASS 0
 GC1055
 GC1055.The horizontal coordinates were scaled from a topographic map and have
 GC1055.an estimated accuracy of +/- 6 seconds.
 GC1055
 GC1055.The orthometric height was determined by differential leveling
 GC1055.and adjusted by the National Geodetic Survey in June 1991..
 GC1055
 GC1055.The geoid height was determined by GEOID03.
 GC1055
 GC1055.The dynamic height is computed by dividing the NAVD 88
 GC1055.geopotential number by the normal gravity value computed on the
 GC1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1055.degrees latitude (g = 980.6199 gals.).
 GC1055
 GC1055.The modeled gravity was interpolated from observed gravity values.
 GC1055
 GC1055;                    North         East    Units  Estimated Accuracy
 GC1055;SPC TN       -   252,920.      547,190.      MT  (+/- 180 meters Scaled)
 GC1055
 GC1055                          SUPERSEDED SURVEY CONTROL
 GC1055
 GC1055  NGVD 29 (??/??/92)  240.073  (m)          787.64   (f) ADJ UNCH    2 0
 GC1055
 GC1055.Superseded values are not recommended for survey control.
 GC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1055.See file dsdata.txt to determine how the superseded data were derived.
 GC1055
 GC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366518(NAD 83)
 GC1055_MARKER: DR = REFERENCE MARK DISK
 GC1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1055_STAMPING: FESTNER NO 2 1959
 GC1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1055+STABILITY: SURFACE MOTION
 GC1055
 GC1055  HISTORY     - Date     Condition        Report By
 GC1055  HISTORY     - 1959     MONUMENTED       CGS
 GC1055
 GC1055                          STATION DESCRIPTION
 GC1055
 GC1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1055'5.1 MI SW FROM MITCHELLVILLE.
 GC1055'THIS MARK IS LOCATED AT THE FESTNER 1959 STATION SITE, 84.4 FT.
 GC1055'SOUTH OF THE STATION MARK, AND 1 FT. EAST OF A FENCE, A DISK SET
 GC1055'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2798 ***********************************************************************
 FE2798  DESIGNATION -  FFF
 FE2798  PID         -  FE2798
 FE2798  STATE/COUNTY-  TN/SHELBY
 FE2798  USGS QUAD   -  MUNFORD (1983)
 FE2798
 FE2798                         *CURRENT SURVEY CONTROL
 FE2798  ___________________________________________________________________
 FE2798* NAD 83(1986)-  35 22 34.     (N)    089 46 00.     (W)     SCALED    
 FE2798* NAVD 88     -       109.041  (meters)     357.75   (feet)  ADJUSTED  
 FE2798  ___________________________________________________________________
 FE2798  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2798  DYNAMIC HT  -         108.945 (meters)     357.43  (feet)  COMP
 FE2798  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 FE2798
 FE2798  VERT ORDER  -  FIRST     CLASS II
 FE2798
 FE2798.The horizontal coordinates were scaled from a topographic map and have
 FE2798.an estimated accuracy of +/- 6 seconds.
 FE2798
 FE2798.The orthometric height was determined by differential leveling
 FE2798.and adjusted by the National Geodetic Survey in August 1995..
 FE2798
 FE2798.The geoid height was determined by GEOID03.
 FE2798
 FE2798.The dynamic height is computed by dividing the NAVD 88
 FE2798.geopotential number by the normal gravity value computed on the
 FE2798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2798.degrees latitude (g = 980.6199 gals.).
 FE2798
 FE2798.The modeled gravity was interpolated from observed gravity values.
 FE2798
 FE2798;                    North         East    Units  Estimated Accuracy
 FE2798;SPC TN       -   122,280.      257,820.      MT  (+/- 180 meters Scaled)
 FE2798
 FE2798                          SUPERSEDED SURVEY CONTROL
 FE2798
 FE2798.No superseded survey control is available for this station.
 FE2798
 FE2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE486182(NAD 83)
 FE2798_MARKER: P = PIPE CAP
 FE2798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2798_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2798_STAMPING: FFF
 FE2798_MARK LOGO: NONE  
 FE2798_PROJECTION: FLUSH
 FE2798_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2798+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2798_ROD/PIPE-DEPTH: 1.0  meters
 FE2798
 FE2798  HISTORY     - Date     Condition        Report By
 FE2798  HISTORY     - 1992     MONUMENTED       MLGW
 FE2798  HISTORY     - 19920115 GOOD             NGS
 FE2798  HISTORY     - 20021001 GOOD             USACE
 FE2798
 FE2798                          STATION DESCRIPTION
 FE2798
 FE2798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2798'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2798'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2798'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 8.3 KM
 FE2798'(5.15 MI) EASTERLY ALONG MUDVILLE ROAD, 6.8 M (22.3 FT) NORTH OF AND
 FE2798'LEVEL WITH THE CENTERLINE OF THE ROAD, 6.2 M (20.3 FT) EAST OF THE
 FE2798'CENTER OF A DRIVEWAY, 1.0 M (3.3 FT) NORTHWEST OF A FENCE CORNER
 FE2798'POST, AND 0.9 M (3.0 FT) EAST OF THE CENTER OF A METAL WATER METER
 FE2798'COVER.
 FE2798
 FE2798                          STATION RECOVERY (2002)
 FE2798
 FE2798'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2102 ***********************************************************************
 FB2102  DESIGNATION -  FIFTH
 FB2102  PID         -  FB2102
 FB2102  STATE/COUNTY-  TN/KNOX
 FB2102  USGS QUAD   -  KNOXVILLE (1978)
 FB2102
 FB2102                         *CURRENT SURVEY CONTROL
 FB2102  ___________________________________________________________________
 FB2102* NAD 83(1995)-  35 58 07.69778(N)    083 55 40.07999(W)     ADJUSTED  
 FB2102* NAVD 88     -       277.616  (meters)     910.81   (feet)  ADJUSTED  
 FB2102  ___________________________________________________________________
 FB2102  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FB2102  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2102  DYNAMIC HT  -         277.360 (meters)     909.97  (feet)  COMP
 FB2102  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 FB2102
 FB2102  HORZ ORDER  -  SECOND
 FB2102  VERT ORDER  -  SECOND    CLASS 0
 FB2102
 FB2102.The horizontal coordinates were established by classical geodetic methods
 FB2102.and adjusted by the National Geodetic Survey in April 1999..
 FB2102
 FB2102.The orthometric height was determined by differential leveling
 FB2102.and adjusted by the National Geodetic Survey in June 1991..
 FB2102
 FB2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2102
 FB2102.The geoid height was determined by GEOID03.
 FB2102
 FB2102.The dynamic height is computed by dividing the NAVD 88
 FB2102.geopotential number by the normal gravity value computed on the
 FB2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2102.degrees latitude (g = 980.6199 gals.).
 FB2102
 FB2102.The modeled gravity was interpolated from observed gravity values.
 FB2102
 FB2102;                    North         East     Units Scale Factor Converg.
 FB2102;SPC TN       -   183,432.847   786,887.655   MT  0.99995116   +1 12 47.3
 FB2102;SPC TN       -   601,812.60  2,581,647.25   sFT  0.99995116   +1 12 47.3
 FB2102;UTM  17      - 3,984,452.454   235,984.539   MT  1.00045898   -1 43 14.2
 FB2102;UTM  16      - 3,984,853.390   777,040.592   MT  1.00054584   +1 48 20.1
 FB2102
 FB2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2102!SPC TN       -   0.99996125  x   0.99995116  =   0.99991241
 FB2102!UTM  17      -   0.99996125  x   1.00045898  =   1.00042021
 FB2102!UTM  16      -   0.99996125  x   1.00054584  =   1.00050707
 FB2102
 FB2102:                Primary Azimuth Mark                     Grid Az
 FB2102:SPC TN       -  CENTRAL                                  043 33 09.5
 FB2102:UTM  17      -  CENTRAL                                  046 29 11.0
 FB2102:UTM  16      -  CENTRAL                                  042 57 36.7
 FB2102
 FB2102|---------------------------------------------------------------------|
 FB2102| PID    Reference Object                     Distance      Geod. Az  |
 FB2102|                                                           dddmmss.s |
 FB2102| FB2654 CENTRAL                             APPROX. 0.8 KM 0444556.8 |
 FB2102| FB2104 FIFTH RM 1                            4.567 METERS 06422     |
 FB2102| FB2103 FIFTH RM 2                            7.750 METERS 25920     |
 FB2102|---------------------------------------------------------------------|
 FB2102
 FB2102                          SUPERSEDED SURVEY CONTROL
 FB2102
 FB2102  NAD 83(1995)-  35 58 07.70564(N)    083 55 40.07754(W) AD(       ) 2
 FB2102  NAD 83(1986)-  35 58 07.71125(N)    083 55 40.07582(W) AD(       ) 2
 FB2102  NAD 27      -  35 58 07.41340(N)    083 55 40.41610(W) AD(       ) 2
 FB2102  NGVD 29 (??/??/92)  277.750  (m)          911.25   (f) ADJ UNCH    2 0
 FB2102
 FB2102.Superseded values are not recommended for survey control.
 FB2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2102.See file dsdata.txt to determine how the superseded data were derived.
 FB2102
 FB2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3598584452(NAD 83)
 FB2102_MARKER: DE = TRAVERSE STATION DISK
 FB2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2102_STAMPING: FIFTH 1960
 FB2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2102+STABILITY: SURFACE MOTION
 FB2102
 FB2102  HISTORY     - Date     Condition        Report By
 FB2102  HISTORY     - 1960     MONUMENTED       CGS
 FB2102  HISTORY     - 1961     GOOD             NGS
 FB2102  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2102
 FB2102                          STATION DESCRIPTION
 FB2102
 FB2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2102'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF DOWNTOWN KNOXVILLE.
 FB2102'
 FB2102'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND
 FB2102'MAGNOLIA AVENUE, GO WEST ON MAGOLIA AVENUE FOR 0.3 MILE TO THE
 FB2102'STATION ON THE LEFT.
 FB2102'
 FB2102'STATION MARK IS 30 FEET SOUTH OF THE CENTER OF MAGNOLIA AVENUE, 9
 FB2102'FEET WEST OF A HAND RAIL AND 6.8 FEET SOUTH OF A STREET CURB.
 FB2102'THE MARK IS A STANDARD TRAVERSE DISK SET IN TOP OF A CONCRETE POST,
 FB2102'SET FLUSH, AND IS STAMPED FIFTH 1960.
 FB2102'
 FB2102'REFERENCE MARK NO. 1 IS 6 FEET SOUTH OF A STREET CURB.  THE MARK IS A
 FB2102'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CURB OF A STREET, AND
 FB2102'IS STAMPED FIFTH NO 1 1960.
 FB2102'
 FB2102'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL HOLE IN THE CURB OF A
 FB2102'WALK WAY, AND IS STAMPED FIFTH NO 2 1960.
 FB2102'
 FB2102'TRAVERSE STATION CENTRAL WILL SERVE AS THE AZIMUTH MARK.  SEE
 FB2102'DESCRIPTION THEREOF.
 FB2102'
 FB2102'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FB2102
 FB2102                          STATION RECOVERY (1961)
 FB2102
 FB2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2102'AT KNOXVILLE.
 FB2102'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND MAGNOLIA AVENUE, GO
 FB2102'WEST ON MAGNOLIA AVENUE FOR 0.3 MILE TO AN OVERPASS.  THE
 FB2102'STATION MARK IS 30 FT. SOUTH OF THE CENTER OF MAGNOLIA AVENUE,
 FB2102'9 FT. WEST OF A HAND RAIL AND 6.8 FT. SOUTH OF A STREET CURB.
 FB2102'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FB2102'THE GROUND, AND ABOUT LEVEL WITH MAGNOLIA AVENUE.
 FB2102
 FB2102                          STATION RECOVERY (1982)
 FB2102
 FB2102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2104 ***********************************************************************
 FB2104  DESIGNATION -  FIFTH RM 1
 FB2104  PID         -  FB2104
 FB2104  STATE/COUNTY-  TN/KNOX
 FB2104  USGS QUAD   -  KNOXVILLE (1978)
 FB2104
 FB2104                         *CURRENT SURVEY CONTROL
 FB2104  ___________________________________________________________________
 FB2104* NAD 83(1986)-  35 58 07.     (N)    083 55 40.     (W)     SCALED    
 FB2104* NAVD 88     -       277.923  (meters)     911.82   (feet)  ADJUSTED  
 FB2104  ___________________________________________________________________
 FB2104  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2104  DYNAMIC HT  -         277.666 (meters)     910.98  (feet)  COMP
 FB2104  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 FB2104
 FB2104  VERT ORDER  -  SECOND    CLASS 0
 FB2104
 FB2104.The horizontal coordinates were scaled from a topographic map and have
 FB2104.an estimated accuracy of +/- 6 seconds.
 FB2104
 FB2104.The orthometric height was determined by differential leveling
 FB2104.and adjusted by the National Geodetic Survey in June 1991..
 FB2104
 FB2104.The geoid height was determined by GEOID03.
 FB2104
 FB2104.The dynamic height is computed by dividing the NAVD 88
 FB2104.geopotential number by the normal gravity value computed on the
 FB2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2104.degrees latitude (g = 980.6199 gals.).
 FB2104
 FB2104.The modeled gravity was interpolated from observed gravity values.
 FB2104
 FB2104;                    North         East    Units  Estimated Accuracy
 FB2104;SPC TN       -   183,410.      786,890.      MT  (+/- 180 meters Scaled)
 FB2104
 FB2104                          SUPERSEDED SURVEY CONTROL
 FB2104
 FB2104  NGVD 29 (??/??/92)  278.056  (m)          912.26   (f) ADJ UNCH    2 0
 FB2104
 FB2104.Superseded values are not recommended for survey control.
 FB2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2104.See file dsdata.txt to determine how the superseded data were derived.
 FB2104
 FB2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV359844(NAD 83)
 FB2104_MARKER: DR = REFERENCE MARK DISK
 FB2104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2104_SP_SET: CURB
 FB2104_STAMPING: FIFTH NO 1 1960
 FB2104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2104
 FB2104  HISTORY     - Date     Condition        Report By
 FB2104  HISTORY     - 1960     MONUMENTED       CGS
 FB2104  HISTORY     - 1961     GOOD             NGS
 FB2104  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2104
 FB2104                          STATION DESCRIPTION
 FB2104
 FB2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2104'AT KNOXVILLE.
 FB2104'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND MAGNOLIA AVENUE, GO
 FB2104'WEST ON MAGNOLIA AVENUE FOR 0.3 MILE TO AN OVERPASS.  THE
 FB2104'REFERENCE MARK IS AT THE WEST END OF THE OVERPASS.  THE DISK IS
 FB2104'CEMENTED IN A DRILL HOLE IN THE CURB OF A STREET, 15 FT. EAST
 FB2104'OF THE STATION MARK AND 6 FT. SOUTH OF A STREET CURB, AND ABOUT
 FB2104'LEVEL WITH THE ROAD.
 FB2104
 FB2104                          STATION RECOVERY (1982)
 FB2104
 FB2104'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2103 ***********************************************************************
 FB2103  DESIGNATION -  FIFTH RM 2
 FB2103  PID         -  FB2103
 FB2103  STATE/COUNTY-  TN/KNOX
 FB2103  USGS QUAD   -  KNOXVILLE (1978)
 FB2103
 FB2103                         *CURRENT SURVEY CONTROL
 FB2103  ___________________________________________________________________
 FB2103* NAD 83(1986)-  35 58 07.     (N)    083 55 40.     (W)     SCALED    
 FB2103* NAVD 88     -       277.623  (meters)     910.83   (feet)  ADJUSTED  
 FB2103  ___________________________________________________________________
 FB2103  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2103  DYNAMIC HT  -         277.367 (meters)     909.99  (feet)  COMP
 FB2103  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 FB2103
 FB2103  VERT ORDER  -  SECOND    CLASS 0
 FB2103
 FB2103.The horizontal coordinates were scaled from a topographic map and have
 FB2103.an estimated accuracy of +/- 6 seconds.
 FB2103
 FB2103.The orthometric height was determined by differential leveling
 FB2103.and adjusted by the National Geodetic Survey in June 1991..
 FB2103
 FB2103.The geoid height was determined by GEOID03.
 FB2103
 FB2103.The dynamic height is computed by dividing the NAVD 88
 FB2103.geopotential number by the normal gravity value computed on the
 FB2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2103.degrees latitude (g = 980.6199 gals.).
 FB2103
 FB2103.The modeled gravity was interpolated from observed gravity values.
 FB2103
 FB2103;                    North         East    Units  Estimated Accuracy
 FB2103;SPC TN       -   183,410.      786,890.      MT  (+/- 180 meters Scaled)
 FB2103
 FB2103                          SUPERSEDED SURVEY CONTROL
 FB2103
 FB2103  NGVD 29 (??/??/92)  277.757  (m)          911.27   (f) ADJ UNCH    2 0
 FB2103
 FB2103.Superseded values are not recommended for survey control.
 FB2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2103.See file dsdata.txt to determine how the superseded data were derived.
 FB2103
 FB2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV359844(NAD 83)
 FB2103_MARKER: DR = REFERENCE MARK DISK
 FB2103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2103_SP_SET: CURB
 FB2103_STAMPING: FIFTH NO 2 1960
 FB2103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2103
 FB2103  HISTORY     - Date     Condition        Report By
 FB2103  HISTORY     - 1960     MONUMENTED       CGS
 FB2103  HISTORY     - 1961     GOOD             NGS
 FB2103  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2103
 FB2103                          STATION DESCRIPTION
 FB2103
 FB2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2103'AT KNOXVILLE.
 FB2103'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND MAGNOLIA AVENUE, GO
 FB2103'WEST ON MAGNOLIA AVENUE FOR 0.3 MILE TO AN OVERPASS.  THE
 FB2103'REFERENCE MARK IS 25.4 FT. WEST OF THE STATION MARK.  THE DISK
 FB2103'IS CEMENTED IN A DRILL HOLE IN THE CURB OF A WALK WAY AND IS
 FB2103'ABOUT LEVEL WITH MAGNOLIA AVENUE.
 FB2103
 FB2103                          STATION RECOVERY (1982)
 FB2103
 FB2103'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1476 ***********************************************************************
 GD1476  DESIGNATION -  FILL
 GD1476  PID         -  GD1476
 GD1476  STATE/COUNTY-  TN/BENTON
 GD1476  USGS QUAD   -  CAMDEN (1984)
 GD1476
 GD1476                         *CURRENT SURVEY CONTROL
 GD1476  ___________________________________________________________________
 GD1476* NAD 83(1995)-  36 00 53.97245(N)    088 01 44.08577(W)     ADJUSTED  
 GD1476* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 GD1476  ___________________________________________________________________
 GD1476  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 GD1476  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD1476
 GD1476  HORZ ORDER  -  THIRD
 GD1476
 GD1476.The horizontal coordinates were established by classical geodetic methods
 GD1476.and adjusted by the National Geodetic Survey in April 1999..
 GD1476
 GD1476.The orthometric height was scaled from a topographic map.
 GD1476
 GD1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1476
 GD1476.The geoid height was determined by GEOID03.
 GD1476
 GD1476;                    North         East     Units Scale Factor Converg.
 GD1476;SPC TN       -   188,474.605   417,122.008   MT  0.99995337   -1 11 16.1
 GD1476;SPC TN       -   618,353.77  1,368,507.79   sFT  0.99995337   -1 11 16.1
 GD1476;UTM  16      - 3,986,100.867   407,282.547   MT  0.99970592   -0 36 18.1
 GD1476
 GD1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1476!SPC TN       -   0.99998768  x   0.99995337  =   0.99994105
 GD1476!UTM  16      -   0.99998768  x   0.99970592  =   0.99969360
 GD1476
 GD1476:                Primary Azimuth Mark                     Grid Az
 GD1476:SPC TN       -  NEW JOHNSONVILLE TVA PWR N TK            068 24 37.7
 GD1476:UTM  16      -  NEW JOHNSONVILLE TVA PWR N TK            067 49 39.7
 GD1476
 GD1476|---------------------------------------------------------------------|
 GD1476| PID    Reference Object                     Distance      Geod. Az  |
 GD1476|                                                           dddmmss.s |
 GD1476| GC2623 NEW JOHNSONVILLE TVA PWR N TK       APPROX. 4.5 KM 0671321.6 |
 GD1476| GC2624 NEW JOHNSONVILLE TVA PWR S TK       APPROX. 4.1 KM 0781213.5 |
 GD1476| CG4039 FILL RM 2                            12.942 METERS 08303     |
 GD1476| CG4037 FILL AZ MK                                         2651421.8 |
 GD1476| CG4038 FILL RM 1                            12.630 METERS 35533     |
 GD1476|---------------------------------------------------------------------|
 GD1476
 GD1476                          SUPERSEDED SURVEY CONTROL
 GD1476
 GD1476  NAD 83(1995)-  36 00 53.97440(N)    088 01 44.09100(W) AD(       ) 3
 GD1476  NAD 83(1995)-  36 00 53.97431(N)    088 01 44.09168(W) AD(       ) 3
 GD1476  NAD 83(1986)-  36 00 53.98235(N)    088 01 44.08666(W) AD(       ) 3
 GD1476  NAD 27      -  36 00 53.76800(N)    088 01 43.96400(W) AD(       ) 3
 GD1476
 GD1476.Superseded values are not recommended for survey control.
 GD1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1476.See file dsdata.txt to determine how the superseded data were derived.
 GD1476
 GD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0728386101(NAD 83)
 GD1476_MARKER: DS = TRIANGULATION STATION DISK
 GD1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1476
 GD1476  HISTORY     - Date     Condition        Report By
 GD1476  HISTORY     - 1952     MONUMENTED       CGS
 GD1476  HISTORY     - 1968     GOOD             CGS
 GD1476  HISTORY     - 1969     GOOD             CGS
 GD1476  HISTORY     - 1971     GOOD             LOCENG
 GD1476  HISTORY     - 1986     GOOD             USPSQD
 GD1476
 GD1476                          STATION DESCRIPTION
 GD1476
 GD1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1476'STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 70 ABOUT 5
 GD1476'MILES SOUTHEAST OF CAMDEN AND 1.2 MILES WEST OF THE WEST END OF THE
 GD1476'BRIDGE ACROSS KENTUCKY LAKE.  IT IS 22 FEET SOUTH OF THE CENTER OF
 GD1476'HIGHWAY 70, 9 FEET NORTH OF A POWER POLE AND 2 FEET SOUTH OF A
 GD1476'STEEL GUARD RAIL.  THE MARK IS FLUSH AND THE DISK IS STAMPED FILL
 GD1476'1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF THE HIGHWAY
 GD1476'AND 1 FOOT NORTH OF A GUARD RAIL.  THE MARK IS FLUSH AND THE DISK IS
 GD1476'STAMPED FILL NO 1 1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GD1476'AND 1 FOOT SOUTH OF THE GUARD RAIL.  THE MARK IS FLUSH AND THE DISK
 GD1476'IS STAMPED FILL NO 2 1952.
 GD1476'
 GD1476'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF HIGHWAY 70 AND 3 FEET
 GD1476'SOUTHEAST OF A TENNESSEE FORESTRY DEPARTMENT SIGN.  THE MARK IS
 GD1476'FLUSH AND THE DISK IS STAMPED FILL 1952.
 GD1476'
 GD1476'TO REACH THE STATION FROM THE WEST END OF THE U.S. HIGHWAY 70 BRIDGE
 GD1476'ACROSS KENTUCKY LAKE, GO WEST ON THE HIGHWAY FOR 1.2 MILES TO THE
 GD1476'STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON THE HIGHWAY FOR
 GD1476'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GD1476'
 GD1476'STATION PILOT 1934 IS VISIBLE FROM THE GROUND.
 GD1476'
 GD1476'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GD1476
 GD1476                          STATION RECOVERY (1968)
 GD1476
 GD1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1476'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1476'CONDITION.
 GD1476'
 GD1476'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1476'
 GD1476'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 70 IN THE
 GD1476'SHOULDER OF A HIGH FILL, ABOUT 5 MILES SOUTHEAST OF CAMDEN, 2.5
 GD1476'MILES WEST OF NEW JOHNSONVILLE, AND 1.2 MILES WEST OF THE WEST END
 GD1476'OF THE HICKMAN-LOCKHART MEMORIAL BRIDGE SPANNING KENTUCKY LAKE ON
 GD1476'THE TENNESSEE RIVER.
 GD1476'
 GD1476'THE STATION IS 88 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM UTILITY
 GD1476'POLE NO. 67, 22 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GD1476'70, 2.0 FEET SOUTH OF A METAL GUARD RAIL, AND 0.8 OF A FOOT EAST OF
 GD1476'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1476'OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD
 GD1476'AND THE DISK IS STAMPED FILL 1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION ON THE
 GD1476'NORTH SHOULDER OF THE FILL, 71 FEET WEST OF UTILITY POLE NO. 67, 20
 GD1476'FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 70, 1 FOOT
 GD1476'NORTH OF A METAL GUARD RAIL, 1 FOOT SOUTH OF A 14-INCH PIPELINE, AND
 GD1476'1 FOOT EAST OF THE SOUTHEAST CORNER OF AN 18-INCH BY 36-INCH
 GD1476'CONCRETE SUPPORT FOOTING.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1476'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD AND
 GD1476'THE DISK IS STAMPED FILL NO 1 1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 2 IS EAST OF THE STATION ON THE SOUTH SHOULDER OF
 GD1476'THE FILL, 60 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM
 GD1476'UTILITY POLE NO. 67, 21 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GD1476'HIGHWAY 70, 2.5 FEET WEST OF A METAL GUARD RAIL POST, AND 1 FOOT
 GD1476'SOUTH OF THE METAL GUARD RAIL.  IT IS A STANDARD DISK SET IN THE TOP
 GD1476'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1476'STAMPED FILL NO 2 1952.
 GD1476'
 GD1476'DUE TO THE OBSTRUCTING GUARD RAIL STRUCTURES, NO EFFORT WAS MADE TO
 GD1476'MEASURE BETWEEN THE REFERENCE MARKS.
 GD1476'
 GD1476'THE AZIMUTH MARK IS 68 FEET EAST OF UTILITY POLE NO. 61, 41 FEET
 GD1476'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM THE WEST END OF A METAL
 GD1476'GUARD RAIL, 20 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GD1476'70, 2 FEET SOUTHEAST OF A SIGN POST, AND 1.0 FOOT SOUTH OF A METAL
 GD1476'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1476'10-INCH, SQUARE, CONCRETE MONUMENT THAT IS ABOUT 4 INCHES BELOW
 GD1476'THE SURFACE OF THE HIGHWAY SHOULDER AND THE DISK IS STAMPED FILL
 GD1476'1952.
 GD1476'
 GD1476'TO REACH THE STATION FROM THE NEW POST OFFICE IN NEW JOHNSONVILLE, GO
 GD1476'WEST ON U.S. HIGHWAY 70, CROSSING THE KENTUCKY LAKE BRIDGE, FOR 2.5
 GD1476'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON
 GD1476'U.S.  HIGHWAY 70 FOR 0.4 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT
 GD1476'AS DESCRIBED.
 GD1476
 GD1476                          STATION RECOVERY (1969)
 GD1476
 GD1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1476'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1476'CONDITION.
 GD1476'
 GD1476'THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED BETWEEN
 GD1476'THE AZIMUTH MARK AND THE REFERENCE MARKS.  ALL DISTANT POINTS AND
 GD1476'OBJECTS OBSERVED IN 1952 ARE NOW OBSTRUCTED BY NEARBY TREES.  THE
 GD1476'HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND THE
 GD1476'REFERENCE MARKS WERE CHECKED AND VERIFIED AND THE HORIZONTAL
 GD1476'DISTANCE BETWEEN THE REFERENCE MARKS MEASURED.
 GD1476'
 GD1476'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1476'
 GD1476'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 70 IN THE
 GD1476'SHOULDER OF A HIGH FILL, ABOUT 5 MILES SOUTHEAST OF CAMDEN, 2.5
 GD1476'MILES WEST OF NEW JOHNSONVILLE, AND 1.2 MILES WEST OF THE WEST END
 GD1476'OF THE HICKMAN-LOCKHART MEMORIAL BRIDGE SPANNING KENTUCKY LAKE ON
 GD1476'THE TENNESSEE RIVER.
 GD1476'
 GD1476'THE STATION IS 88 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM UTILITY
 GD1476'POLE NO. 67, 22 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GD1476'70, 2.0 FEET SOUTH OF A METAL GUARD RAIL, AND 0.8 OF A FOOT EAST OF
 GD1476'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1476'OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD
 GD1476'AND THE DISK IS STAMPED FILL 1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION ON THE
 GD1476'NORTH SHOULDER OF THE FILL, 71 FEET WEST OF UTILITY POLE NO. 67, 20
 GD1476'FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 70, 1 FOOT
 GD1476'NORTH OF A METAL GUARD RAIL, 1 FOOT SOUTH OF A 14-INCH PIPELINE, AND
 GD1476'1 FOOT EAST OF THE SOUTHEAST CORNER OF AN 18-INCH BY 36-INCH
 GD1476'CONCRETE SUPPORT FOOTING.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1476'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD AND
 GD1476'THE DISK IS STAMPED FILL NO 1 1952.
 GD1476'
 GD1476'REFERENCE MARK NO. 2 IS EAST OF THE STATION ON THE SOUTH SHOULDER
 GD1476'OF THE FILL, 60 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM
 GD1476'UTILITY POLE NO. 67, 21 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1476'U.S.  HIGHWAY 70, 2.5 FEET WEST OF A METAL GUARD RAIL POST, AND 1
 GD1476'FOOT SOUTH OF THE METAL GUARD RAIL.  IT IS A STANDARD DISK SET IN THE
 GD1476'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1476'STAMPED FILL NO 2 1952.
 GD1476'
 GD1476'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1476'REFERENCE MARK NO. 2 IS 58.03 FEET - 17.687 METERS.
 GD1476'
 GD1476'THE AZIMUTH MARK IS 68 FEET EAST OF UTILITY POLE NO. 61, 41 FEET
 GD1476'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM THE WEST END OF A METAL
 GD1476'GUARD RAIL, 20 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GD1476'70, 2 FEET SOUTHEAST OF A SIGN POST, AND 1.0 FOOT SOUTH OF A METAL
 GD1476'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1476'10-INCH, SQUARE, CONCRETE MONUMENT THAT IS ABOUT 4 INCHES BELOW
 GD1476'THE SURFACE OF THE SHOULDER OF THE HIGHWAY AND THE DISK IS STAMPED
 GD1476'FILL 1952.
 GD1476'
 GD1476'TO REACH THE STATION FROM THE NEW POST OFFICE IN NEW JOHNSONVILLE, GO
 GD1476'WEST ON U.S. HIGHWAY 70, CROSSING THE KENTUCKY LAKE BRIDGE, FOR 2.5
 GD1476'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON
 GD1476'U.S.  HIGHWAY 70 FOR 0.4 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT
 GD1476'AS DESCRIBED.
 GD1476'
 GD1476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2.5 MILES
 GD1476'WEST OF NEW JOHNSONVILLE.
 GD1476
 GD1476                          STATION RECOVERY (1971)
 GD1476
 GD1476'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1476'FILL STATION MARK CONDITION OF POINT WHEN FOUND WAS GOOD.
 GD1476'
 GD1476'DESCRIPTION AS IN BULLETIN.  ALL REF. MKS. GOOD.  AZ. MK. GOOD.
 GD1476'
 GD1476'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI. WEST NEW
 GD1476'JOHNSONVILLE.
 GD1476
 GD1476                          STATION RECOVERY (1986)
 GD1476
 GD1476'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GD1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0617 ***********************************************************************
 GB0617  DESIGNATION -  FIN
 GB0617  PID         -  GB0617
 GB0617  STATE/COUNTY-  TN/CAMPBELL
 GB0617  USGS QUAD   -  LA FOLLETTE (1990)
 GB0617
 GB0617                         *CURRENT SURVEY CONTROL
 GB0617  ___________________________________________________________________
 GB0617* NAD 83(1995)-  36 24 46.70207(N)    084 02 30.90620(W)     ADJUSTED  
 GB0617* NAVD 88     -       351.903  (meters)    1154.54   (feet)  ADJUSTED  
 GB0617  ___________________________________________________________________
 GB0617  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 GB0617  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB0617  DYNAMIC HT  -         351.585 (meters)    1153.49  (feet)  COMP
 GB0617  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0617
 GB0617  HORZ ORDER  -  SECOND
 GB0617  VERT ORDER  -  SECOND    CLASS 0
 GB0617
 GB0617.The horizontal coordinates were established by classical geodetic methods
 GB0617.and adjusted by the National Geodetic Survey in April 1999..
 GB0617
 GB0617.The orthometric height was determined by differential leveling
 GB0617.and adjusted by the National Geodetic Survey in June 1991..
 GB0617
 GB0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0617
 GB0617.The geoid height was determined by GEOID03.
 GB0617
 GB0617.The dynamic height is computed by dividing the NAVD 88
 GB0617.geopotential number by the normal gravity value computed on the
 GB0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0617.degrees latitude (g = 980.6199 gals.).
 GB0617
 GB0617.The modeled gravity was interpolated from observed gravity values.
 GB0617
 GB0617;                    North         East     Units Scale Factor Converg.
 GB0617;SPC TN       -   232,495.592   775,610.965   MT  0.99999935   +1 08 46.8
 GB0617;SPC TN       -   762,779.29  2,544,650.31   sFT  0.99999935   +1 08 46.8
 GB0617;UTM  16      - 4,033,821.244   765,243.018   MT  1.00046690   +1 45 25.0
 GB0617;UTM  17      - 4,034,055.172   227,237.497   MT  1.00051676   -1 48 24.5
 GB0617
 GB0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0617!SPC TN       -   0.99994951  x   0.99999935  =   0.99994886
 GB0617!UTM  16      -   0.99994951  x   1.00046690  =   1.00041638
 GB0617!UTM  17      -   0.99994951  x   1.00051676  =   1.00046624
 GB0617
 GB0617|---------------------------------------------------------------------|
 GB0617| PID    Reference Object                     Distance      Geod. Az  |
 GB0617|                                                           dddmmss.s |
 GB0617| GB0618 FIN RM 1                             13.277 METERS 03558     |
 GB0617| GB0616 FIN RM 2                             22.207 METERS 14318     |
 GB0617| GB0613 STATE                               APPROX. 2.1 KM 2552046.5 |
 GB0617|---------------------------------------------------------------------|
 GB0617
 GB0617                          SUPERSEDED SURVEY CONTROL
 GB0617
 GB0617  NAD 83(1995)-  36 24 46.70304(N)    084 02 30.90825(W) AD(       ) 2
 GB0617  NAD 83(1995)-  36 24 46.70966(N)    084 02 30.90959(W) AD(       ) 2
 GB0617  NAD 83(1986)-  36 24 46.71272(N)    084 02 30.90749(W) AD(       ) 2
 GB0617  NAD 27      -  36 24 46.42168(N)    084 02 31.18174(W) AD(       ) 2
 GB0617  NGVD 29 (??/??/92)  352.029  (m)         1154.95   (f) ADJ UNCH    2 0
 GB0617
 GB0617.Superseded values are not recommended for survey control.
 GB0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0617.See file dsdata.txt to determine how the superseded data were derived.
 GB0617
 GB0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6524333821(NAD 83)
 GB0617_MARKER: DD = SURVEY DISK
 GB0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0617_STAMPING: FIN 1964
 GB0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0617+STABILITY: SURFACE MOTION
 GB0617
 GB0617  HISTORY     - Date     Condition        Report By
 GB0617  HISTORY     - 1964     MONUMENTED       TNHD
 GB0617  HISTORY     - 1965     GOOD             TNHD
 GB0617
 GB0617                          STATION DESCRIPTION
 GB0617
 GB0617'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0617'THE STATION IS LOCATED ABOUT 4.8 MILES NORTHEAST OF LAFOLLETTE.
 GB0617'
 GB0617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB0617'ROUTE 63 IN LAFOLLETTE, GO
 GB0617'5.1 MILES NORTHEAST ON STATE ROUTE 63 TO A GRAVELED
 GB0617'ROAD ON THE LEFT*, TURN LEFT, NORTH,
 GB0617'AND GO 0.05 MILE TO THE MARK ON
 GB0617'THE RIGHT.
 GB0617'
 GB0617'THE STATION IS 74 FEET NORTH OF A UTILITY POLE, 16 FEET EAST OF THE
 GB0617'APPROXIMATE CENTER OF THE
 GB0617'GRAVELED ROAD AND 3.0 FEET SOUTH OF A WITNESS POST.
 GB0617'THE SURFACE AND UNDERGROUND
 GB0617'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB0617'DEPARTMENT DISKS AND THE DISKS ARE STAMPED FIN
 GB0617'1964.  THE UNDERGROUND
 GB0617'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS
 GB0617'SET IN A 10-INCH
 GB0617'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0617'
 GB0617'REFERENCE MARK NO. 1 IS 52 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB0617'GRAVELED ROAD AND 8 FEET
 GB0617'NORTH OF A 2-INCH PERSIMON TREE.  IT IS A STANDARD
 GB0617'TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0617'SET IN A DRILL HOLE IN OUTCROPPING
 GB0617'BEDROCK AND THE DISK IS STAMPED FIN RM-1 1964.
 GB0617'
 GB0617'REFERENCE MARK NO. 2 IS 56 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB0617'STATE ROUTE 63, 33 FEET
 GB0617'EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 26
 GB0617'FEET NORTH OF UTILITY POLE 109
 GB0617'AND 25 FEET NORTHEAST OF A UTILITY
 GB0617'POLE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0617'DEPARTMENT DISK SET IN A
 GB0617'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GB0617'FIN RM-2 1964.
 GB0617'
 GB0617'THE U.S. COAST AND GEODETIC AND STATE SURVEY MARK NO. F132 1936 WILL
 GB0617'SERVE AS THE AZIMUTH MARK.
 GB0617'IT IS 29 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GB0617'STATE ROUTE 63, 11 FEET SOUTH OF
 GB0617'THE APPROXIMATE CENTER OF A METAL
 GB0617'GATE, 7 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GB0617'GRAVELED DRIVE OF
 GB0617'LEVI ELLISON, 3 FEET NORTHWEST OF TELEPHONE POLE 113 AND 1 FOOT
 GB0617'NORTHWEST OF A
 GB0617'WITNESS POST.  IT IS A METAL DISK SET IN A 6-INCH
 GB0617'SQUARE CONCRETE MONUMENT,
 GB0617'PROJECTING 9 INCHES, AND THE DISK IS
 GB0617'STAMPED P132 1936.
 GB0617'
 GB0617'TO REACH THE AZIMUTH MARK*, GO 0.2 MILE NORTHEAST TO THE MARK ON THE
 GB0617'LEFT AS DESCRIBED.
 GB0617'
 GB0617'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0617'
 GB0617'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB0617
 GB0617                          STATION RECOVERY (1965)
 GB0617
 GB0617'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0617'4.8 MI NE FROM LA FOLLETTE.
 GB0617'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GB0617'LA FOLLETTE, GO 5.1 MILES NORTHEAST ON STATE ROUTE 63 TO A
 GB0617'GRAVELED ROAD ON THE LEFT, TURN LEFT, NORTH, AND GO 0.05 MILE TO THE
 GB0617'MARK ON THE RIGHT, 74 FEET NORTH OF A UTILITY POLE, 16 FEET EAST
 GB0617'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 3.0 FEET
 GB0617'SOUTH OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GB0617'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0617'CONCRETE MONUMENT, STAMPED FIN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0618 ***********************************************************************
 GB0618  DESIGNATION -  FIN RM 1
 GB0618  PID         -  GB0618
 GB0618  STATE/COUNTY-  TN/CAMPBELL
 GB0618  USGS QUAD   -  LA FOLLETTE (1990)
 GB0618
 GB0618                         *CURRENT SURVEY CONTROL
 GB0618  ___________________________________________________________________
 GB0618* NAD 83(1986)-  36 24 46.     (N)    084 02 31.     (W)     SCALED    
 GB0618* NAVD 88     -       351.535  (meters)    1153.33   (feet)  ADJUSTED  
 GB0618  ___________________________________________________________________
 GB0618  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB0618  DYNAMIC HT  -         351.217 (meters)    1152.28  (feet)  COMP
 GB0618  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0618
 GB0618  VERT ORDER  -  SECOND    CLASS 0
 GB0618
 GB0618.The horizontal coordinates were scaled from a topographic map and have
 GB0618.an estimated accuracy of +/- 6 seconds.
 GB0618
 GB0618.The orthometric height was determined by differential leveling
 GB0618.and adjusted by the National Geodetic Survey in June 1991..
 GB0618
 GB0618.The geoid height was determined by GEOID03.
 GB0618
 GB0618.The dynamic height is computed by dividing the NAVD 88
 GB0618.geopotential number by the normal gravity value computed on the
 GB0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0618.degrees latitude (g = 980.6199 gals.).
 GB0618
 GB0618.The modeled gravity was interpolated from observed gravity values.
 GB0618
 GB0618;                    North         East    Units  Estimated Accuracy
 GB0618;SPC TN       -   232,470.      775,610.      MT  (+/- 180 meters Scaled)
 GB0618
 GB0618                          SUPERSEDED SURVEY CONTROL
 GB0618
 GB0618  NGVD 29 (??/??/92)  351.661  (m)         1153.74   (f) ADJ UNCH    2 0
 GB0618
 GB0618.Superseded values are not recommended for survey control.
 GB0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0618.See file dsdata.txt to determine how the superseded data were derived.
 GB0618
 GB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF652338(NAD 83)
 GB0618_MARKER: DD = SURVEY DISK
 GB0618_SETTING: 66 = SET IN ROCK OUTCROP
 GB0618_SP_SET: BEDROCK
 GB0618_STAMPING: FIN RM-1 1964
 GB0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0618+STABILITY: POSITION/ELEVATION WELL
 GB0618
 GB0618  HISTORY     - Date     Condition        Report By
 GB0618  HISTORY     - 1964     MONUMENTED       TNHD
 GB0618  HISTORY     - 1965     GOOD             TNHD
 GB0618
 GB0618                          STATION DESCRIPTION
 GB0618
 GB0618'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0618'4.8 MI NE FROM LA FOLLETTE.
 GB0618'THIS MARK IS LOCATED AT THE FIN 1964 STATION SITE, 52 FEET EAST
 GB0618'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 8 FEET NORTH OF
 GB0618'A 2-INCH PERSIMMON TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0618'DEPARTMENT DISK SET IN A DRILLED HOLE IN OUTCROPPING BED-ROCK,
 GB0618'STAMPED FIN RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0616 ***********************************************************************
 GB0616  DESIGNATION -  FIN RM 2
 GB0616  PID         -  GB0616
 GB0616  STATE/COUNTY-  TN/CAMPBELL
 GB0616  USGS QUAD   -  LA FOLLETTE (1990)
 GB0616
 GB0616                         *CURRENT SURVEY CONTROL
 GB0616  ___________________________________________________________________
 GB0616* NAD 83(1986)-  36 24 46.     (N)    084 02 31.     (W)     SCALED    
 GB0616* NAVD 88     -       351.280  (meters)    1152.49   (feet)  ADJUSTED  
 GB0616  ___________________________________________________________________
 GB0616  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB0616  DYNAMIC HT  -         350.962 (meters)    1151.45  (feet)  COMP
 GB0616  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0616
 GB0616  VERT ORDER  -  SECOND    CLASS 0
 GB0616
 GB0616.The horizontal coordinates were scaled from a topographic map and have
 GB0616.an estimated accuracy of +/- 6 seconds.
 GB0616
 GB0616.The orthometric height was determined by differential leveling
 GB0616.and adjusted by the National Geodetic Survey in June 1991..
 GB0616
 GB0616.The geoid height was determined by GEOID03.
 GB0616
 GB0616.The dynamic height is computed by dividing the NAVD 88
 GB0616.geopotential number by the normal gravity value computed on the
 GB0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0616.degrees latitude (g = 980.6199 gals.).
 GB0616
 GB0616.The modeled gravity was interpolated from observed gravity values.
 GB0616
 GB0616;                    North         East    Units  Estimated Accuracy
 GB0616;SPC TN       -   232,470.      775,610.      MT  (+/- 180 meters Scaled)
 GB0616
 GB0616                          SUPERSEDED SURVEY CONTROL
 GB0616
 GB0616  NGVD 29 (??/??/92)  351.406  (m)         1152.90   (f) ADJ UNCH    2 0
 GB0616
 GB0616.Superseded values are not recommended for survey control.
 GB0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0616.See file dsdata.txt to determine how the superseded data were derived.
 GB0616
 GB0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF652338(NAD 83)
 GB0616_MARKER: DD = SURVEY DISK
 GB0616_SETTING: 66 = SET IN ROCK OUTCROP
 GB0616_SP_SET: BEDROCK
 GB0616_STAMPING: FIN RM-2 1964
 GB0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0616+STABILITY: POSITION/ELEVATION WELL
 GB0616
 GB0616  HISTORY     - Date     Condition        Report By
 GB0616  HISTORY     - 1964     MONUMENTED       TNHD
 GB0616  HISTORY     - 1965     GOOD             TNHD
 GB0616
 GB0616                          STATION DESCRIPTION
 GB0616
 GB0616'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0616'4.8 MI NE FROM LA FOLLETTE.
 GB0616'THE MARK IS LOCATED AT THE FIN 1964 STATION SITE, 56 FEET NORTH
 GB0616'OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 33 FEET EAST OF
 GB0616'THE APPROXIMATE CENTER OF A GRAVELED ROAD, 26 FEET NORTH OF
 GB0616'UTILITY POLE NO. 109 AND 25 FEET NORTHEAST OF A UTILITY POLE.  IT
 GB0616'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK, SET IN A
 GB0616'DRILLED HOLE IN OUTCROPPING BED-ROCK, STAMPED FIN RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1595 ***********************************************************************
 FD1595  DESIGNATION -  FIRE LOT NEAR STATION POPE
 FD1595  PID         -  FD1595
 FD1595  STATE/COUNTY-  TN/WAYNE
 FD1595  USGS QUAD   -  LEATHERWOOD (1968)
 FD1595
 FD1595                         *CURRENT SURVEY CONTROL
 FD1595  ___________________________________________________________________
 FD1595* NAD 83(1995)-  35 28 47.52688(N)    087 46 16.53217(W)     ADJUSTED  
 FD1595* NAVD 88     -                                                        
 FD1595  ___________________________________________________________________
 FD1595  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FD1595  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD1595
 FD1595  HORZ ORDER  -  THIRD
 FD1595
 FD1595.The horizontal coordinates were established by classical geodetic methods
 FD1595.and adjusted by the National Geodetic Survey in April 1999..
 FD1595
 FD1595
 FD1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1595
 FD1595.The geoid height was determined by GEOID03.
 FD1595
 FD1595;                    North         East     Units Scale Factor Converg.
 FD1595;SPC TN       -   128,661.921   439,268.684   MT  0.99996740   -1 02 13.1
 FD1595;SPC TN       -   422,118.32  1,441,167.34   sFT  0.99996740   -1 02 13.1
 FD1595;UTM  16      - 3,926,534.109   430,033.993   MT  0.99966032   -0 26 51.6
 FD1595
 FD1595                          SUPERSEDED SURVEY CONTROL
 FD1595
 FD1595  NAD 83(1995)-  35 28 47.53198(N)    087 46 16.53361(W) AD(       ) 4
 FD1595  NAD 83(1995)-  35 28 47.53195(N)    087 46 16.53346(W) AD(       ) 4
 FD1595  NAD 83(1986)-  35 28 47.53682(N)    087 46 16.53242(W) AD(       ) 4
 FD1595  NAD 27      -  35 28 47.27500(N)    087 46 16.44200(W) AD(       ) 3
 FD1595
 FD1595.Superseded values are not recommended for survey control.
 FD1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1595.See file dsdata.txt to determine how the superseded data were derived.
 FD1595
 FD1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3003426534(NAD 83)
 FD1595_MARKER: 57 = LOOKOUT TOWER
 FD1595
 FD1595  HISTORY     - Date     Condition        Report By
 FD1595  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1595
 FD1595                          STATION DESCRIPTION
 FD1595
 FD1595'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2438 ***********************************************************************
 GA2438  DESIGNATION -  FISHER
 GA2438  PID         -  GA2438
 GA2438  STATE/COUNTY-  TN/KNOX
 GA2438  USGS QUAD   -  MASCOT (1987)
 GA2438
 GA2438                         *CURRENT SURVEY CONTROL
 GA2438  ___________________________________________________________________
 GA2438* NAD 83(1995)-  36 00 14.82931(N)    083 43 52.87933(W)     ADJUSTED  
 GA2438* NAVD 88     -       388.298  (meters)    1273.94   (feet)  ADJUSTED  
 GA2438  ___________________________________________________________________
 GA2438  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GA2438  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2438  DYNAMIC HT  -         387.940 (meters)    1272.77  (feet)  COMP
 GA2438  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA2438
 GA2438  HORZ ORDER  -  SECOND
 GA2438  VERT ORDER  -  SECOND    CLASS 0
 GA2438
 GA2438.The horizontal coordinates were established by classical geodetic methods
 GA2438.and adjusted by the National Geodetic Survey in April 1999..
 GA2438
 GA2438.The orthometric height was determined by differential leveling
 GA2438.and adjusted by the National Geodetic Survey in June 1991..
 GA2438
 GA2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2438
 GA2438.The geoid height was determined by GEOID03.
 GA2438
 GA2438.The dynamic height is computed by dividing the NAVD 88
 GA2438.geopotential number by the normal gravity value computed on the
 GA2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2438.degrees latitude (g = 980.6199 gals.).
 GA2438
 GA2438.The modeled gravity was interpolated from observed gravity values.
 GA2438
 GA2438;                    North         East     Units Scale Factor Converg.
 GA2438;SPC TN       -   187,742.945   804,510.755   MT  0.99995279   +1 19 41.4
 GA2438;SPC TN       -   615,953.31  2,639,465.70   sFT  0.99995279   +1 19 41.4
 GA2438;UTM  17      - 3,987,856.328   253,813.190   MT  1.00034687   -1 36 23.1
 GA2438
 GA2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2438!SPC TN       -   0.99994389  x   0.99995279  =   0.99989668
 GA2438!UTM  17      -   0.99994389  x   1.00034687  =   1.00029074
 GA2438
 GA2438|---------------------------------------------------------------------|
 GA2438| PID    Reference Object                     Distance      Geod. Az  |
 GA2438|                                                           dddmmss.s |
 GA2438| GA2437 FISHER RM 1                          17.651 METERS 10715     |
 GA2438| GA2439 FISHER RM 2                          13.487 METERS 27102     |
 GA2438| DB9328 FISHER AZ MK                                       3374953.4 |
 GA2438|---------------------------------------------------------------------|
 GA2438
 GA2438                          SUPERSEDED SURVEY CONTROL
 GA2438
 GA2438  NAD 83(1995)-  36 00 14.83410(N)    083 43 52.88166(W) AD(       ) 2
 GA2438  NAD 83(1995)-  36 00 14.83407(N)    083 43 52.88170(W) AD(       ) 2
 GA2438  NAD 83(1995)-  36 00 14.83696(N)    083 43 52.87801(W) AD(       ) 2
 GA2438  NAD 83(1986)-  36 00 14.84194(N)    083 43 52.87656(W) AD(       ) 2
 GA2438  NAD 27      -  36 00 14.53240(N)    083 43 53.23940(W) AD(       ) 2
 GA2438  NGVD 29 (??/??/92)  388.440  (m)         1274.41   (f) ADJ UNCH    2 0
 GA2438
 GA2438.Superseded values are not recommended for survey control.
 GA2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2438.See file dsdata.txt to determine how the superseded data were derived.
 GA2438
 GA2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5381387856(NAD 83)
 GA2438_MARKER: DE = TRAVERSE STATION DISK
 GA2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2438_STAMPING: FISHER 1961
 GA2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2438+STABILITY: SURFACE MOTION
 GA2438
 GA2438  HISTORY     - Date     Condition        Report By
 GA2438  HISTORY     - 1961     MONUMENTED       CGS
 GA2438  HISTORY     - 1961     GOOD             CGS
 GA2438
 GA2438                          STATION DESCRIPTION
 GA2438
 GA2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2438'THE STATION IS LOCATED ABOUT 11 MILES EAST OF KNOXVILLE AND ABOUT 2
 GA2438'MILES SOUTH OF THE JUNCTION
 GA2438'OF U.S.  HIGHWAYS 70 AND 11E ON PINE RIDGE.  IT IS ON
 GA2438'THE PROPERTY OF MR.  CHARLES
 GA2438'FISHER ABOUT 0.2 MILE NORTH OF HIS
 GA2438'HOUSE.
 GA2438'
 GA2438'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 11E,
 GA2438'AT 4-WAY DRIVE-IN
 GA2438'RESTAURANT ON THE LEFT, AND CASH MOTORS TEXACO SERVICE
 GA2438'STATION ON THE RIGHT, TURN
 GA2438'SHARP RIGHT ON STRAWPLINS PIKE AND GO 0.5
 GA2438'MILE TO MCCUBBINS ROAD ON THE LEFT, TURN LEFT
 GA2438'AND GO 0.25 MILE TO A
 GA2438'FORK, KEEP RIGHT AND GO 1.0 MILE TO A T ROAD ON THE RIGHT,
 GA2438'CONTINUE STRAIGHT
 GA2438'AHEAD FOR 0.65 MILE TO A FORK, KEEP LEFT AND GO 0.1 MILE TO
 GA2438'A DRIVEWAY ON THE LEFT,
 GA2438'TURN LEFT PASSING BY THE RIGHT SIDE OF MR.
 GA2438'CHARLES FISHERS HOUSE AND TO THE LEFT OF A
 GA2438'BARN UP A LANE FOR 0.1
 GA2438'MILE TO A GATE ON THE RIGHT, TURN RIGHT AND FOLLOW A FARM
 GA2438'ROAD FOR 0.2
 GA2438'MILE TO A 24 INCH TRIANGLE BLAZED OAK TREE ON THE RIGHT, TURN RIGHT
 GA2438'AND GO 105 FEET TO THE
 GA2438'STATION.
 GA2438'
 GA2438'THE STATION IS 105 FEET NORTH OF A TRIANGLE BLAZED OAK TREE, 10 FEET
 GA2438'SOUTH OF AN EAST-WEST
 GA2438'FENCE LINE AND 2.8 FEET NORTHWEST OF A WITNESS POST.  IT
 GA2438'IS A STANDARD TRAVERSE DISK,
 GA2438'FLUSH, AND IS STAMPED FISHER 1961.
 GA2438'
 GA2438'REFERENCE MARK NO. 1 IS 17 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 GA2438'IS A STANDARD DISK,
 GA2438'FLUSH, AND IS STAMPED FISHER NO 1 1961.
 GA2438'
 GA2438'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 GA2438'IS A STANDARD DISK,
 GA2438'FLUSH, AND IS STAMPED FISHER NO 2 1961.
 GA2438'
 GA2438'THE AZIMUTH MARK IS 100 FEET EAST OF A DRIVEWAY, 32 FEET SOUTH OF THE
 GA2438'CENTER OF THE EAST BOUND
 GA2438'LANE OF U.S.  HIGHWAY 70 AND 11E AND 1.4 FEET EAST OF
 GA2438'A WITNESS POST.
 GA2438'
 GA2438'IT IS A STANDARD DISK, FLUSH, AND IS STAMPED FISHER 1961.
 GA2438'
 GA2438'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STRAWPLINS PIKE AND
 GA2438'U.S. HIGHWAY 70, GO WEST ON
 GA2438'U.S.  HIGHWAY 70 FOR 0.8 MILE TO THE AZIMUTH MARK ON
 GA2438'THE LEFT.
 GA2438
 GA2438                          STATION RECOVERY (1961)
 GA2438
 GA2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2438'7.1 MI NW FROM KODAK.
 GA2438'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 GA2438'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 GA2438'70 AND 25W AND STATE HIGHWAY 139, WHICH IS LOCATED ABOUT
 GA2438'18 MILES EAST OF KNOXVILLE), GO 0.7 MILE NORTH ON STATE
 GA2438'HIGHWAY 139, THEN 6.0 MILES NORTHWEST ON INTERSTATE HIGHWAY 40
 GA2438'TO A Y JUNCTION OF TWO GRAVELED ROADS ABOUT 300 FT. SOUTH OF THE
 GA2438'HIGHWAY, THEN GO NORTHEAST ON A PRIVATE DRIVE PAST THE RIGHT SIDE
 GA2438'OF MR. CHARLES FISHERS HOUSE AND TO THE LEFT OF A BARN UP A
 GA2438'LANE FOR 0.1 MILE TO A GATE ON THE RIGHT, TURN RIGHT AND FOLLOW
 GA2438'A FARM ROAD FOR 0.2 MILE TO A 24 IN TRIANGLE BLAZED OAK TREE ON
 GA2438'THE RIGHT, TURN RIGHT AND GO 105 FT. TO THE STATION.  THE
 GA2438'STATION MARK IS 105 FT. NORTH OF A TRIANGLE BLAZED TREE, 10 FT.
 GA2438'SOUTH OF A FENCE, AND 2.8 FT. NORTHWEST OF A WITNESS SIGN.  THE
 GA2438'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2437 ***********************************************************************
 GA2437  DESIGNATION -  FISHER RM 1
 GA2437  PID         -  GA2437
 GA2437  STATE/COUNTY-  TN/KNOX
 GA2437  USGS QUAD   -  MASCOT (1987)
 GA2437
 GA2437                         *CURRENT SURVEY CONTROL
 GA2437  ___________________________________________________________________
 GA2437* NAD 83(1986)-  36 00 14.     (N)    083 43 53.     (W)     SCALED    
 GA2437* NAVD 88     -       387.817  (meters)    1272.36   (feet)  ADJUSTED  
 GA2437  ___________________________________________________________________
 GA2437  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2437  DYNAMIC HT  -         387.460 (meters)    1271.19  (feet)  COMP
 GA2437  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA2437
 GA2437  VERT ORDER  -  SECOND    CLASS 0
 GA2437
 GA2437.The horizontal coordinates were scaled from a topographic map and have
 GA2437.an estimated accuracy of +/- 6 seconds.
 GA2437
 GA2437.The orthometric height was determined by differential leveling
 GA2437.and adjusted by the National Geodetic Survey in June 1991..
 GA2437
 GA2437.The geoid height was determined by GEOID03.
 GA2437
 GA2437.The dynamic height is computed by dividing the NAVD 88
 GA2437.geopotential number by the normal gravity value computed on the
 GA2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2437.degrees latitude (g = 980.6199 gals.).
 GA2437
 GA2437.The modeled gravity was interpolated from observed gravity values.
 GA2437
 GA2437;                    North         East    Units  Estimated Accuracy
 GA2437;SPC TN       -   187,720.      804,510.      MT  (+/- 180 meters Scaled)
 GA2437
 GA2437                          SUPERSEDED SURVEY CONTROL
 GA2437
 GA2437  NGVD 29 (??/??/92)  387.959  (m)         1272.83   (f) ADJ UNCH    2 0
 GA2437
 GA2437.Superseded values are not recommended for survey control.
 GA2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2437.See file dsdata.txt to determine how the superseded data were derived.
 GA2437
 GA2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV538878(NAD 83)
 GA2437_MARKER: DR = REFERENCE MARK DISK
 GA2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2437_STAMPING: FISHER NO 1 1961
 GA2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2437+STABILITY: SURFACE MOTION
 GA2437
 GA2437  HISTORY     - Date     Condition        Report By
 GA2437  HISTORY     - 1961     MONUMENTED       CGS
 GA2437
 GA2437                          STATION DESCRIPTION
 GA2437
 GA2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2437'7.1 MI NW FROM KODAK.
 GA2437'THIS MARK IS LOCATED AT THE FISHER 1961 STATION SITE, 58 FT.
 GA2437'EAST OF THE STATION MARK AND 17 FT. SOUTH OF A FENCE.  THE DISK IS
 GA2437'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2439 ***********************************************************************
 GA2439  DESIGNATION -  FISHER RM 2
 GA2439  PID         -  GA2439
 GA2439  STATE/COUNTY-  TN/KNOX
 GA2439  USGS QUAD   -  MASCOT (1987)
 GA2439
 GA2439                         *CURRENT SURVEY CONTROL
 GA2439  ___________________________________________________________________
 GA2439* NAD 83(1986)-  36 00 14.     (N)    083 43 53.     (W)     SCALED    
 GA2439* NAVD 88     -       387.758  (meters)    1272.17   (feet)  ADJUSTED  
 GA2439  ___________________________________________________________________
 GA2439  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2439  DYNAMIC HT  -         387.401 (meters)    1271.00  (feet)  COMP
 GA2439  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GA2439
 GA2439  VERT ORDER  -  SECOND    CLASS 0
 GA2439
 GA2439.The horizontal coordinates were scaled from a topographic map and have
 GA2439.an estimated accuracy of +/- 6 seconds.
 GA2439
 GA2439.The orthometric height was determined by differential leveling
 GA2439.and adjusted by the National Geodetic Survey in June 1991..
 GA2439
 GA2439.The geoid height was determined by GEOID03.
 GA2439
 GA2439.The dynamic height is computed by dividing the NAVD 88
 GA2439.geopotential number by the normal gravity value computed on the
 GA2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2439.degrees latitude (g = 980.6199 gals.).
 GA2439
 GA2439.The modeled gravity was interpolated from observed gravity values.
 GA2439
 GA2439;                    North         East    Units  Estimated Accuracy
 GA2439;SPC TN       -   187,720.      804,510.      MT  (+/- 180 meters Scaled)
 GA2439
 GA2439                          SUPERSEDED SURVEY CONTROL
 GA2439
 GA2439  NGVD 29 (??/??/92)  387.900  (m)         1272.64   (f) ADJ UNCH    2 0
 GA2439
 GA2439.Superseded values are not recommended for survey control.
 GA2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2439.See file dsdata.txt to determine how the superseded data were derived.
 GA2439
 GA2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV538878(NAD 83)
 GA2439_MARKER: DR = REFERENCE MARK DISK
 GA2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2439_STAMPING: FISHER NO 2 1961
 GA2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2439+STABILITY: SURFACE MOTION
 GA2439
 GA2439  HISTORY     - Date     Condition        Report By
 GA2439  HISTORY     - 1961     MONUMENTED       CGS
 GA2439
 GA2439                          STATION DESCRIPTION
 GA2439
 GA2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2439'7.1 MI NW FROM KODAK.
 GA2439'THIS MARK IS LOCATED AT THE FISHER 1961 STATION SITE, 44.3 FT.
 GA2439'WEST OF THE STATION MARK AND 17 FT. SOUTH OF A FENCE.  THE DISK
 GA2439'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2546 ***********************************************************************
 FE2546  DESIGNATION -  FISHERVILLE
 FE2546  PID         -  FE2546
 FE2546  STATE/COUNTY-  TN/SHELBY
 FE2546  USGS QUAD   -  EADS (1983)
 FE2546
 FE2546                         *CURRENT SURVEY CONTROL
 FE2546  ___________________________________________________________________
 FE2546* NAD 83(1995)-  35 08 42.16775(N)    089 39 38.20103(W)     ADJUSTED  
 FE2546* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 FE2546  ___________________________________________________________________
 FE2546  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FE2546  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE2546
 FE2546  HORZ ORDER  -  THIRD
 FE2546
 FE2546.The horizontal coordinates were established by classical geodetic methods
 FE2546.and adjusted by the National Geodetic Survey in April 1999..
 FE2546
 FE2546.The orthometric height was scaled from a topographic map.
 FE2546
 FE2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2546
 FE2546.The geoid height was determined by GEOID03.
 FE2546
 FE2546;                    North         East     Units Scale Factor Converg.
 FE2546;SPC TN       -    96,298.396   266,491.289   MT  1.00002018   -2 08 35.0
 FE2546;SPC TN       -   315,938.99    874,313.50   sFT  1.00002018   -2 08 35.0
 FE2546;UTM  16      - 3,892,369.358   257,614.390   MT  1.00032412   -1 31 56.4
 FE2546
 FE2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2546!SPC TN       -   0.99998579  x   1.00002018  =   1.00000597
 FE2546!UTM  16      -   0.99998579  x   1.00032412  =   1.00030991
 FE2546
 FE2546|---------------------------------------------------------------------|
 FE2546| PID    Reference Object                     Distance      Geod. Az  |
 FE2546|                                                           dddmmss.s |
 FE2546| CG4041 FISHERVILLE RM 1                     11.706 METERS 06517     |
 FE2546| FE2545 FAN MARKER FISHERVILLE               12.625 METERS 08451     |
 FE2546| CG4042 FISHERVILLE RM 2                      8.272 METERS 16408     |
 FE2546| CG4040 FISHERVILLE AZ MK                                  1765742.0 |
 FE2546| FE2560 GERMANTOWN MUNICIPAL TANK           APPROX.15.1 KM 2434139.5 |
 FE2546| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX.10.0 KM 2591601.8 |
 FE2546|---------------------------------------------------------------------|
 FE2546
 FE2546                          SUPERSEDED SURVEY CONTROL
 FE2546
 FE2546  NAD 83(1995)-  35 08 42.16940(N)    089 39 38.19965(W) AD(       ) 3
 FE2546  NAD 83(1995)-  35 08 42.17043(N)    089 39 38.20136(W) AD(       ) 3
 FE2546  NAD 83(1986)-  35 08 42.17941(N)    089 39 38.20104(W) AD(       ) 3
 FE2546  NAD 27      -  35 08 41.85640(N)    089 39 37.91140(W) AD(       ) 3
 FE2546
 FE2546.Superseded values are not recommended for survey control.
 FE2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2546.See file dsdata.txt to determine how the superseded data were derived.
 FE2546
 FE2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5761492369(NAD 83)
 FE2546_MARKER: DS = TRIANGULATION STATION DISK
 FE2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2546
 FE2546  HISTORY     - Date     Condition        Report By
 FE2546  HISTORY     - 1958     MONUMENTED       CGS
 FE2546
 FE2546                          STATION DESCRIPTION
 FE2546
 FE2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2546'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF EADS, IT IS INSIDE THE
 FE2546'ENCLOSURE OF THE FISHERVILLE, FAN MARKER, ABOUT 0.05 MILE EAST OF
 FE2546'THE COLLIERVILLE-ARLINGTON ROAD.  IT IS 6 FEET NORTH OF THE NORTHWEST
 FE2546'CORNER OF A SMALL METAL BUILDING, 5 FEET EAST OF AN ANGLE
 FE2546'IRON FENCE CORNER, 2 FEET SOUTH OF A FENCE AND 9 FEET NORTH OF A
 FE2546'NORTH GATE POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2546'FISHERVILLE 1958.
 FE2546'
 FE2546'TO REACH THE STATION FROM THE JUNCTION OF COLLIERVILLE-ARLINGTON ROAD
 FE2546'AND MACON ROAD IN FISHERVILLE, GO SOUTH ON THE
 FE2546'COLLIERVILLE-ARLINGTON ROAD FOR 0.7 MILE TO A GRAVEL DRIVEWAY LEFT.
 FE2546'TURN LEFT AND GO EAST ON THE GRAVEL DRIVEWAY FOR 0.1 MILE TO A
 FE2546'FRAME HOUSE.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE STATION.
 FE2546'
 FE2546'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.05 MILE TO
 FE2546'THE FRAME HOUSE.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE
 FE2546'COLLIERVILLE-ARLINGTON ROAD.  TURN LEFT AND GO SOUTH ON THE
 FE2546'COLLIERVILLE-ARLINGTON ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 FE2546'
 FE2546'NOTE- THE AZIMUTH MARK WILL NEED A STAND OR RANGE POLE ABOUT 8 FEET
 FE2546'HIGH TO SEE FROM THE STATION.
 FE2546'
 FE2546'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 26 FEET WEST OF A FENCE
 FE2546'CORNER AND 15 FEET NORTH OF THE CENTER OF THE FISHERVILLE, FAN
 FE2546'MARKER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FISHERVILLE NO
 FE2546'1 1958.
 FE2546'
 FE2546'REFERENCE MARK 2 IS 6 INCHES NORTH OF A FENCE, 1 FOOT NORTHEAST OF A
 FE2546'FENCE CORNER AND 9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FE2546'SMALL METAL BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2546'FISHERVILLE NO 2 1958.
 FE2546'
 FE2546'THE AZIMUTH MARK IS 2 FEET NORTH OF A POWER POLE, 19 FEET WEST OF THE
 FE2546'CENTERLINE OF THE COLLIERVILLE-ARLINGTON ROAD, 1 FOOT WEST OF A
 FE2546'FENCE AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 FE2546'1 INCH AND THE DISK IS STAMPED FISHERVILLE 1958.
 FE2546'
 FE2546'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1657 ***********************************************************************
 GD1657  DESIGNATION -  FISHGAP
 GD1657  PID         -  GD1657
 GD1657  STATE/COUNTY-  TN/OBION
 GD1657  USGS QUAD   -  SAMBURG (1981)
 GD1657
 GD1657                         *CURRENT SURVEY CONTROL
 GD1657  ___________________________________________________________________
 GD1657* NAD 83(1995)-  36 29 05.41147(N)    089 17 12.91161(W)     ADJUSTED  
 GD1657* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 GD1657  ___________________________________________________________________
 GD1657  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 GD1657  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD1657
 GD1657  HORZ ORDER  -  FIRST
 GD1657
 GD1657.The horizontal coordinates were established by classical geodetic methods
 GD1657.and adjusted by the National Geodetic Survey in April 1999..
 GD1657
 GD1657.The orthometric height was scaled from a topographic map.
 GD1657
 GD1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1657
 GD1657.The geoid height was determined by GEOID03.
 GD1657
 GD1657;                    North         East     Units Scale Factor Converg.
 GD1657;SPC TN       -   243,658.984   305,515.420   MT  1.00001280   -1 55 27.5
 GD1657;SPC TN       -   799,404.52  1,002,345.17   sFT  1.00001280   -1 55 27.5
 GD1657;SPC MO E     -    72,971.517   358,697.523   MT  1.00007885   +0 43 17.0
 GD1657;SPC KY1Z     - 1,022,822.154 1,183,075.176   MT  1.00019685   -2 10 17.5
 GD1657;SPC KY1Z     - 3,355,709.02  3,881,472.47   sFT  1.00019685   -2 10 17.5
 GD1657;SPC KY S     -   522,745.367   183,118.476   MT  1.00005439   -2 08 42.0
 GD1657;SPC KY S     - 1,715,040.42    600,781.20   sFT  1.00005439   -2 08 42.0
 GD1657;UTM  16      - 4,040,157.875   295,138.284   MT  1.00011710   -1 21 37.1
 GD1657
 GD1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1657!SPC TN       -   0.99998010  x   1.00001280  =   0.99999290
 GD1657!SPC MO E     -   0.99998010  x   1.00007885  =   1.00005895
 GD1657!SPC KY1Z     -   0.99998010  x   1.00019685  =   1.00017694
 GD1657!SPC KY S     -   0.99998010  x   1.00005439  =   1.00003449
 GD1657!UTM  16      -   0.99998010  x   1.00011710  =   1.00009720
 GD1657
 GD1657|---------------------------------------------------------------------|
 GD1657| PID    Reference Object                     Distance      Geod. Az  |
 GD1657|                                                           dddmmss.s |
 GD1657| CG4044 FISHGAP RM 1                         47.470 METERS 20436     |
 GD1657| CG4045 FISHGAP RM 2                         29.940 METERS 28617     |
 GD1657| CG4043 FISHGAP AZ MK                                      2931901.4 |
 GD1657|---------------------------------------------------------------------|
 GD1657
 GD1657                          SUPERSEDED SURVEY CONTROL
 GD1657
 GD1657  NAD 83(1995)-  36 29 05.41597(N)    089 17 12.90939(W) AD(       ) 1
 GD1657  NAD 83(1995)-  36 29 05.42156(N)    089 17 12.91018(W) AD(       ) 1
 GD1657  NAD 83(1986)-  36 29 05.42333(N)    089 17 12.91104(W) AD(       ) 1
 GD1657  NAD 27      -  36 29 05.19560(N)    089 17 12.65900(W) AD(       ) 1
 GD1657
 GD1657.Superseded values are not recommended for survey control.
 GD1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1657.See file dsdata.txt to determine how the superseded data were derived.
 GD1657
 GD1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9513840158(NAD 83)
 GD1657_MARKER: DS = TRIANGULATION STATION DISK
 GD1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1657
 GD1657  HISTORY     - Date     Condition        Report By
 GD1657  HISTORY     - 1929     MONUMENTED       CGS
 GD1657  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD1657
 GD1657                          STATION DESCRIPTION
 GD1657
 GD1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1657'ABOUT 15 MILES WEST OF UNION CITY, ABOUT 2 MILES SOUTH OF KENTUCKY
 GD1657'TENNESSEE STATE LINE, ON HIGH PART OF BLUFF ABOVE REELFOOT LAKE
 GD1657'BETWEEN REELFOOT CREEK AND BAYOU DU CHIEN, ON LAND OWNED BY T.C.
 GD1657'WILSON OF UNION CITY.  TO REACH FROM POST OFFICE IN UNION CITY, GO
 GD1657'NORTH ON U.S. ROUTE 51 TO MAIN STREET, TURN LEFT AT RAILROAD
 GD1657'TRACKS AND SIGN WALNUT LOG 20 MILES, FOLLOW THIS MAIN ROAD 1.7
 GD1657'MILES TO FORK, TURN LEFT ONTO SAMBURG ROAD AND GO 1.85 MILES TO
 GD1657'T-ROAD, TURN RIGHT, GO 11.5 MILES ON MAIN ROAD TO MIDWAY SCHOOL, GO
 GD1657'0.3 MILE TO FORK, TURN RIGHT, GO 0.7 MILE TO WHITE HOUSE ON
 GD1657'RIGHT AND T-ROAD LEFT, TURN LEFT ONTO T-ROAD, GO 0.5 MILE TO FORK AT
 GD1657'THREE MAIL BOXES, KEEP ON MAIN LEFT FORK, GO 1.25 MILES TO CABIN
 GD1657'ON RIGHT, TURN RIGHT ONTO T-ROAD, GO UP HILL ONTO BLUFF 1.55
 GD1657'MILES TO T-ROAD RIGHT AND MAIL BOX, AND GO STRAIGHT AHEAD 0.05 MILE
 GD1657'TO ANOTHER T-ROAD TO RIGHT NEAR STATION SITE.  STATION IS IN
 GD1657'WOODED AREA ABOUT 60 YARDS TO LEFT NORTH, ABOUT 20 YARDS WEST OF THE
 GD1657'WALNUT LOG AND HICKMAN DIRT ROAD, AT POINT NEARLY OPPOSITE AN OLD
 GD1657'ROAD LEADING SOUTH, 20 FEET WEST OF 12-INCH ELM TREE AND 50 YARDS
 GD1657'FROM EDGE OF BLUFF.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1657'DISK STATION MARKS IN CONCRETE.  REFERENCE
 GD1657'MARKS NOS. 1 AND 2 ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GD1657'NO. 1 IS ABOUT 20 FEET NORTH OF CENTER LINE OF ROAD, ABOUT 50
 GD1657'FEET SOUTHWEST OF JUNCTION OF OLD ROAD LEADING SOUTH, AND 47.47
 GD1657'METERS 155.7 FEET FROM STATION S 24 DEG 36 MIN W.
 GD1657'NO. 2 IS ABOUT 20 YARDS EAST OF EDGE OF BLUFF, AND AT ABOUT
 GD1657'SAME ELEVATION AS AND 29.94 METERS 98.2 FEET FROM STATION
 GD1657'N 73 DEG 43 MIN W.  IN 1934 AZIMUTH MARK, STANDARD REFERENCE
 GD1657'DISK IN CONCRETE, WAS ESTABLISHED ON WEST SIDE OF
 GD1657'NEWLY GRADED ROAD ABOUT 0.5 MILE FROM STATION N 66 DEG 41 MIN W.
 GD1657'TO REACH AZIMUTH MARK FROM STATION, GO WEST 0.4
 GD1657'MILE ALONG ROAD TO THREE MAIL BOXES, TURN SHARPLY TO RIGHT, GO 0.3
 GD1657'MILE TO WOODEN GATE ON LEFT AT BIG TREE AND HOME OF DAVE TINNON ON
 GD1657'RIGHT, TURN LEFT THROUGH GATE, AND GO 175 YARDS TO AZIMUTH MARK,
 GD1657'WHICH IS 30 FEET TO LEFT OF CENTER OF ROAD AND AT EDGE OF FIELD.
 GD1657
 GD1657                          STATION RECOVERY (1967)
 GD1657
 GD1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1657'THE SURFACE STATION MARK WAS FOUND LAYING ON THE SURFACE OF THE
 GD1657'GROUND IN A HEAVILY WOODED AREA SOME DISTANCE FROM THE APPARENT
 GD1657'ORIGINAL STATION SITE.  ONE OF THE CONCRETE MARKS WITH THE DISK
 GD1657'REMOVED WAS FOUND WIRED TO AND OLD ABANDONED FARM DISK IN AN OLD
 GD1657'CULTIVATED FIELD ACROSS THE ROAD FROM THE ORIGINAL SITE.
 GD1657'IT IS ASSUMED THAT IT WAS ONE OF THE REFERENCE MARKS.  A
 GD1657'COMPLETE AND THOROUGH SEARCH WAS MADE TO LOCATE THE OTHER REFERENCE
 GD1657'MARK, THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK, BUT
 GD1657'NONE OF THEM COULD BE FOUND.
 GD1657'
 GD1657'IT IS THEREFORE PRESUMED THAT THE ENTIRE STATION IS COMPLETELY LOST.
 GD1657'
 GD1657'THE DISK WAS REMOVED FROM THE SURFACE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0751 ***********************************************************************
 GB0751  DESIGNATION -  FLAG
 GB0751  PID         -  GB0751
 GB0751  STATE/COUNTY-  TN/ROANE
 GB0751  USGS QUAD   -  WINDROCK (1975)
 GB0751
 GB0751                         *CURRENT SURVEY CONTROL
 GB0751  ___________________________________________________________________
 GB0751* NAD 83(1995)-  36 01 13.04436(N)    084 22 25.32579(W)     ADJUSTED  
 GB0751* NAVD 88     -       272.711  (meters)     894.72   (feet)  ADJUSTED  
 GB0751  ___________________________________________________________________
 GB0751  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 GB0751  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0751  DYNAMIC HT  -         272.463 (meters)     893.91  (feet)  COMP
 GB0751  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GB0751
 GB0751  HORZ ORDER  -  SECOND
 GB0751  VERT ORDER  -  FIRST     CLASS I
 GB0751
 GB0751.The horizontal coordinates were established by classical geodetic methods
 GB0751.and adjusted by the National Geodetic Survey in April 1999..
 GB0751
 GB0751.The orthometric height was determined by differential leveling
 GB0751.and adjusted by the National Geodetic Survey in June 1991..
 GB0751
 GB0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0751
 GB0751.The geoid height was determined by GEOID03.
 GB0751
 GB0751.The dynamic height is computed by dividing the NAVD 88
 GB0751.geopotential number by the normal gravity value computed on the
 GB0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0751.degrees latitude (g = 980.6199 gals.).
 GB0751
 GB0751.The modeled gravity was interpolated from observed gravity values.
 GB0751
 GB0751;                    North         East     Units Scale Factor Converg.
 GB0751;SPC TN       -   188,384.635   746,581.951   MT  0.99995366   +0 57 07.6
 GB0751;SPC TN       -   618,058.59  2,449,410.95   sFT  0.99995366   +0 57 07.6
 GB0751;UTM  16      - 3,989,389.999   736,667.156   MT  1.00029021   +1 32 42.6
 GB0751
 GB0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0751!SPC TN       -   0.99996193  x   0.99995366  =   0.99991559
 GB0751!UTM  16      -   0.99996193  x   1.00029021  =   1.00025213
 GB0751
 GB0751|---------------------------------------------------------------------|
 GB0751| PID    Reference Object                     Distance      Geod. Az  |
 GB0751|                                                           dddmmss.s |
 GB0751| GB0750 FLAG RM 1                             7.240 METERS 05120     |
 GB0751| GB0752 FLAG RM 2                             9.273 METERS 22059     |
 GB0751| GB0753 FLAG AZ MK                                         2251056.5 |
 GB0751|---------------------------------------------------------------------|
 GB0751
 GB0751                          SUPERSEDED SURVEY CONTROL
 GB0751
 GB0751  NAD 83(1995)-  36 01 13.05170(N)    084 22 25.32562(W) AD(       ) 2
 GB0751  NAD 83(1995)-  36 01 13.05174(N)    084 22 25.32522(W) AD(       ) 2
 GB0751  NAD 83(1986)-  36 01 13.05758(N)    084 22 25.32380(W) AD(       ) 2
 GB0751  NAD 27      -  36 01 12.77869(N)    084 22 25.58515(W) AD(       ) 2
 GB0751  NGVD 29 (??/??/92)  272.832  (m)          895.12   (f) ADJ UNCH    1 1
 GB0751
 GB0751.Superseded values are not recommended for survey control.
 GB0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0751.See file dsdata.txt to determine how the superseded data were derived.
 GB0751
 GB0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3666789390(NAD 83)
 GB0751_MARKER: DD = SURVEY DISK
 GB0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0751_STAMPING: FLAG 1964
 GB0751_MARK LOGO: TNHD  
 GB0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0751+STABILITY: SURFACE MOTION
 GB0751
 GB0751  HISTORY     - Date     Condition        Report By
 GB0751  HISTORY     - 1964     MONUMENTED       TNHD
 GB0751  HISTORY     - 1967     GOOD             CGS
 GB0751  HISTORY     - 1967     GOOD             NGS
 GB0751
 GB0751                          STATION DESCRIPTION
 GB0751
 GB0751'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0751'THE STATION IS LOCATED ABOUT 3 MILES WEST OF OLIVER SPRINGS.
 GB0751'
 GB0751'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 GB0751'STATE ROUTE 62 IN
 GB0751'OLIVER SPRINGS, GO WESTERLY ON STATE ROUTE 61 FOR 2.8
 GB0751'MILES TO THE STATION ON THE
 GB0751'LEFT.
 GB0751'
 GB0751'THE STATION IS 100 FEET NORTHWEST OF THE NORTH RAIL OF THE SOUTHERN
 GB0751'RAILROAD, 33 FEET
 GB0751'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB0751'61, 8 FEET SOUTHWEST OF A TELEPHONE
 GB0751'POLE AND 7.6 FEET SOUTHWEST OF A
 GB0751'METAL WITNESS POST WITH SIGN.  THE SURFACE AND
 GB0751'UNDERGROUND MARKS ARE
 GB0751'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GB0751'STAMPED FLAG 1964.
 GB0751'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB0751'SURFACE.  THE SURFACE DISK IS
 GB0751'SET IN A 10-INCH SQUARE, FLUSH CONCRETE
 GB0751'MONUMENT.
 GB0751'
 GB0751'REFERENCE MARK NO. 1 IS 92 FEET NORTHWEST OF THE NORTH RAIL OF THE
 GB0751'SOUTHERN RAILROAD,
 GB0751'38 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0751'STATE ROUTE 61, 15 FEET EAST OF A
 GB0751'TELEPHONE POLE, 5 FEET WEST OF A
 GB0751'TWIN-TRUNKED PINE TREE AND 4 FEET NORTH OF A POWER
 GB0751'POLE.  IT IS A
 GB0751'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0751'FLUSH CONCRETE
 GB0751'MONUMENT AND THE DISK IS STAMPED FLAG RM-1 1964.
 GB0751'
 GB0751'REFERENCE MARK NO. 2 IS 100 FEET NORTHWEST OF THE NORTH RAIL OF THE
 GB0751'SOUTHERN RAILROAD
 GB0751'AND 32 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0751'STATE ROUTE 61.  IT IS A STANDARD
 GB0751'TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0751'SET IN A 10-INCH SQUARE, FLUSH CONCRETE MONUMENT AND
 GB0751'THE DISK IS
 GB0751'STAMPED FLAG RM-2 1964
 GB0751'
 GB0751'THE AZIMUTH ARK IS 60 FEET WEST OF A TELEPHONE POLE, 19 FEET
 GB0751'SOUTHEAST OF THE
 GB0751'APPROXIMATE CENTER OF STATE ROUTE 61, 38 FEET NORTHEAST OF THE
 GB0751'APPROXIMATE CENTER OF A
 GB0751'GRAVELED DRIVE AND 1.2 FEET SOUTH OF A METAL
 GB0751'WITNESS POST WITH SIGN.  IT IS A STANDARD
 GB0751'TENNESSEE HIGHWAY
 GB0751'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE AT THE
 GB0751'SOUTHWEST END OF
 GB0751'THE SOUTH HEADWALL OF A CONCRETE PIPE CULVERT AND ABOUT 2 FEET
 GB0751'BELOW THE LEVEL OF
 GB0751'THE PAVEMENT.
 GB0751'
 GB0751'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 GB0751'ON STATE ROUTE 61
 GB0751'FOR 0.3 MILE TO THE MARK ON THE LEFT.
 GB0751'
 GB0751'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0751
 GB0751                          STATION RECOVERY (1967)
 GB0751
 GB0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 GB0751'THE STATION, RM 1 AND 2 AND AZIMUTH WERE ALL RECOVERED AND IN GOOD
 GB0751'CONDITION.
 GB0751'
 GB0751'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN
 GB0751'RAILWAY FROM THE
 GB0751'STATION AT OLIVER SPRINGS, ABOUT 0.1 MILE SOUTHWEST
 GB0751'OF MILEPOST 38, BETWEEN THE TRACK
 GB0751'AND STATE HIGHWAY 61, ON THE
 GB0751'SOUTHWEST SLOPE AND NEAR THE TOP OF A HILL, 80 FEET
 GB0751'NORTHWEST OF THE
 GB0751'NORTHWEST RAIL, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GB0751'8-1/2 FEET
 GB0751'SOUTHWEST OF A TELEPHONE CABLE POLE, ABOUT LEVEL WITH THE
 GB0751'HIGHWAY, ABOUT 20 FEET ABOVE
 GB0751'THE LEVEL OF THE TRACK AND SET IN THE
 GB0751'TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL
 GB0751'OF THE GROUND.
 GB0751'
 GB0751'REFERENCE MARK NO. 1 IS 23.80 FEET NORTHEAST OF THE STATION, 75 FEET
 GB0751'NORTHWEST OF THE
 GB0751'NORTHWEST RAIL, 38 FEET SOUTHEAST OF THE CENTER OF
 GB0751'THE HIGHWAY, 14-1/2 FEET SOUTH OF A
 GB0751'POWER POLE, 15 FEET NORTHEAST OF
 GB0751'A TELEPHONE CABLE POLE, ABOUT 2 FEET ABOVE THE LEVEL
 GB0751'OF THE HIGHWAY
 GB0751'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 GB0751'GROUND.
 GB0751'
 GB0751'REFERENCE MARK NO. 2 IS 30.50 FEET SOUTHWEST OF THE STATION, 79 FEET
 GB0751'NORTHWEST OF THE
 GB0751'NORTHWEST RAIL, 32 FEET SOUTHEAST OF THE CENTER LINE
 GB0751'OF THE HIGHWAY, ABOUT 1 FOOT BELOW
 GB0751'THE LEVEL OF THE HIGHWAY AND SET
 GB0751'IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF
 GB0751'THE GROUND.
 GB0751'
 GB0751'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GB0751'FROM THE STATION
 GB0751'MARK, THENCE ABOUT 0.1 MILE NORTHWEST ALONG A
 GB0751'GRAVELED ROAD, THENCE ALONG STATE
 GB0751'HIGHWAY 61, AT A VERY SMALL
 GB0751'VILLAGE, AT THE WEST CORNER OF THE LAWN TO A ONE
 GB0751'STORY GREEN HOUSE,
 GB0751'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD
 GB0751'WALL OF A
 GB0751'24-INCH PIPE CULVERT UNDER THE HIGHWAY, 39 FEET NORTHEAST
 GB0751'OF THE CENTER LINE OF THE
 GB0751'ROAD, 18-1/2 FEET SOUTHEAST OF THE CENTER
 GB0751'LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW
 GB0751'THE LEVEL OF THE HIGHWAY.
 GB0751
 GB0751                          STATION RECOVERY (1967)
 GB0751
 GB0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0751'2.5 MI SW FROM OLIVER SPRINGS.
 GB0751'ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0751'STATION AT OLIVER SPRINGS, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST
 GB0751'38, BETWEEN THE TRACK AND STATE HIGHWAY 61, ON THE SOUTHWEST
 GB0751'SLOPE AND NEAR THE TOP OF A HILL, 80 FEET NORTHWEST OF THE
 GB0751'NORTHWEST RAIL, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GB0751'HIGHWAY, 8 1/2 FEET SOUTHWEST OF A TELEPHONE CABLE POLE, ABOUT
 GB0751'LEVEL WITH THE HIGHWAY, ABOUT 20 FEET ABOVE THE LEVEL OF THE
 GB0751'TRACK AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE
 GB0751'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0753 ***********************************************************************
 GB0753  DESIGNATION -  FLAG AZ MK
 GB0753  PID         -  GB0753
 GB0753  STATE/COUNTY-  TN/ROANE
 GB0753  USGS QUAD   -  PETROS (1979)
 GB0753
 GB0753                         *CURRENT SURVEY CONTROL
 GB0753  ___________________________________________________________________
 GB0753* NAD 83(1986)-  36 01 03.     (N)    084 22 37.     (W)     SCALED    
 GB0753* NAVD 88     -       262.320  (meters)     860.63   (feet)  ADJUSTED  
 GB0753  ___________________________________________________________________
 GB0753  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0753  DYNAMIC HT  -         262.082 (meters)     859.85  (feet)  COMP
 GB0753  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 GB0753
 GB0753  VERT ORDER  -  FIRST     CLASS I
 GB0753
 GB0753.The horizontal coordinates were scaled from a topographic map and have
 GB0753.an estimated accuracy of +/- 6 seconds.
 GB0753
 GB0753.The orthometric height was determined by differential leveling
 GB0753.and adjusted by the National Geodetic Survey in June 1991..
 GB0753
 GB0753.The geoid height was determined by GEOID03.
 GB0753
 GB0753.The dynamic height is computed by dividing the NAVD 88
 GB0753.geopotential number by the normal gravity value computed on the
 GB0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0753.degrees latitude (g = 980.6199 gals.).
 GB0753
 GB0753.The modeled gravity was interpolated from observed gravity values.
 GB0753
 GB0753;                    North         East    Units  Estimated Accuracy
 GB0753;SPC TN       -   188,070.      746,300.      MT  (+/- 180 meters Scaled)
 GB0753
 GB0753                          SUPERSEDED SURVEY CONTROL
 GB0753
 GB0753  NGVD 29 (??/??/??)  262.49   (m)          861.2    (f) RESET       3  
 GB0753
 GB0753.Superseded values are not recommended for survey control.
 GB0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0753.See file dsdata.txt to determine how the superseded data were derived.
 GB0753
 GB0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE363890(NAD 83)
 GB0753_MARKER: DZ = AZIMUTH MARK DISK
 GB0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0753_SP_SET: CULVERT
 GB0753_STAMPING: FLAG AZI 1964
 GB0753_MARK LOGO: TNHD  
 GB0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0753
 GB0753  HISTORY     - Date     Condition        Report By
 GB0753  HISTORY     - 1964     MONUMENTED       TNHD
 GB0753  HISTORY     - 1967     GOOD             NGS
 GB0753
 GB0753                          STATION DESCRIPTION
 GB0753
 GB0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0753'2.9 MI SW FROM OLIVER SPRINGS.
 GB0753'ABOUT 2.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0753'STATION AT OLIVER SPRINGS, THENCE ABOUT 0.1 MILE NORTHWEST ALONG
 GB0753'A GRAVELED ROAD, AT THE JCT. OF STATE HIGHWAY 61, AT A VERY
 GB0753'SMALL VILLAGE, AT THE WEST CORNER OF THE LAWN TO A GREEN ONE
 GB0753'STORY HOUSE, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GB0753'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY,
 GB0753'39 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET
 GB0753'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET
 GB0753'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0750 ***********************************************************************
 GB0750  DESIGNATION -  FLAG RM 1
 GB0750  PID         -  GB0750
 GB0750  STATE/COUNTY-  TN/ROANE
 GB0750  USGS QUAD   -  WINDROCK (1975)
 GB0750
 GB0750                         *CURRENT SURVEY CONTROL
 GB0750  ___________________________________________________________________
 GB0750* NAD 83(1986)-  36 01 13.     (N)    084 22 26.     (W)     SCALED    
 GB0750* NAVD 88     -       273.271  (meters)     896.56   (feet)  ADJUSTED  
 GB0750  ___________________________________________________________________
 GB0750  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0750  DYNAMIC HT  -         273.023 (meters)     895.74  (feet)  COMP
 GB0750  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GB0750
 GB0750  VERT ORDER  -  FIRST     CLASS I
 GB0750
 GB0750.The horizontal coordinates were scaled from a topographic map and have
 GB0750.an estimated accuracy of +/- 6 seconds.
 GB0750
 GB0750.The orthometric height was determined by differential leveling
 GB0750.and adjusted by the National Geodetic Survey in June 1991..
 GB0750
 GB0750.The geoid height was determined by GEOID03.
 GB0750
 GB0750.The dynamic height is computed by dividing the NAVD 88
 GB0750.geopotential number by the normal gravity value computed on the
 GB0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0750.degrees latitude (g = 980.6199 gals.).
 GB0750
 GB0750.The modeled gravity was interpolated from observed gravity values.
 GB0750
 GB0750;                    North         East    Units  Estimated Accuracy
 GB0750;SPC TN       -   188,380.      746,570.      MT  (+/- 180 meters Scaled)
 GB0750
 GB0750                          SUPERSEDED SURVEY CONTROL
 GB0750
 GB0750  NGVD 29 (??/??/92)  273.393  (m)          896.96   (f) ADJ UNCH    1 1
 GB0750
 GB0750.Superseded values are not recommended for survey control.
 GB0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0750.See file dsdata.txt to determine how the superseded data were derived.
 GB0750
 GB0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE366893(NAD 83)
 GB0750_MARKER: DR = REFERENCE MARK DISK
 GB0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0750_STAMPING: FLAG RM-1 1964
 GB0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0750+STABILITY: SURFACE MOTION
 GB0750
 GB0750  HISTORY     - Date     Condition        Report By
 GB0750  HISTORY     - 1964     MONUMENTED       TNHD
 GB0750  HISTORY     - 1967     GOOD             NGS
 GB0750
 GB0750                          STATION DESCRIPTION
 GB0750
 GB0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0750'2.5 MI SW FROM OLIVER SPRINGS.
 GB0750'ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0750'STATION AT OLIVER SPRINGS, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST
 GB0750'38, BETWEEN THE TRACK AND STATE HIGHWAY 61, ON THE SOUTHWEST
 GB0750'SLOPE AND NEAR THE TOP OF A HILL, 75 FEET NORTHWEST OF THE
 GB0750'NORTHWEST RAIL, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GB0750'HIGHWAY, 23.80 FEET NORTHEAST OF STATION FLAG, 14 1/2 FEET SOUTH
 GB0750'OF A POWER POLE, 15 FEET NORTHEAST OF A TELEPHONE CABLE POLE,
 GB0750'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 GB0750'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0752 ***********************************************************************
 GB0752  DESIGNATION -  FLAG RM 2
 GB0752  PID         -  GB0752
 GB0752  STATE/COUNTY-  TN/ROANE
 GB0752  USGS QUAD   -  WINDROCK (1975)
 GB0752
 GB0752                         *CURRENT SURVEY CONTROL
 GB0752  ___________________________________________________________________
 GB0752* NAD 83(1986)-  36 01 13.     (N)    084 22 26.     (W)     SCALED    
 GB0752* NAVD 88     -       272.280  (meters)     893.31   (feet)  ADJUSTED  
 GB0752  ___________________________________________________________________
 GB0752  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0752  DYNAMIC HT  -         272.033 (meters)     892.49  (feet)  COMP
 GB0752  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GB0752
 GB0752  VERT ORDER  -  FIRST     CLASS I
 GB0752
 GB0752.The horizontal coordinates were scaled from a topographic map and have
 GB0752.an estimated accuracy of +/- 6 seconds.
 GB0752
 GB0752.The orthometric height was determined by differential leveling
 GB0752.and adjusted by the National Geodetic Survey in June 1991..
 GB0752
 GB0752.The geoid height was determined by GEOID03.
 GB0752
 GB0752.The dynamic height is computed by dividing the NAVD 88
 GB0752.geopotential number by the normal gravity value computed on the
 GB0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0752.degrees latitude (g = 980.6199 gals.).
 GB0752
 GB0752.The modeled gravity was interpolated from observed gravity values.
 GB0752
 GB0752;                    North         East    Units  Estimated Accuracy
 GB0752;SPC TN       -   188,380.      746,570.      MT  (+/- 180 meters Scaled)
 GB0752
 GB0752                          SUPERSEDED SURVEY CONTROL
 GB0752
 GB0752  NGVD 29 (??/??/92)  272.402  (m)          893.71   (f) ADJ UNCH    1 1
 GB0752
 GB0752.Superseded values are not recommended for survey control.
 GB0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0752.See file dsdata.txt to determine how the superseded data were derived.
 GB0752
 GB0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE366893(NAD 83)
 GB0752_MARKER: DR = REFERENCE MARK DISK
 GB0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0752_STAMPING: FLAG RM-2 1964
 GB0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0752+STABILITY: SURFACE MOTION
 GB0752
 GB0752  HISTORY     - Date     Condition        Report By
 GB0752  HISTORY     - 1964     MONUMENTED       TNHD
 GB0752  HISTORY     - 1967     GOOD             NGS
 GB0752
 GB0752                          STATION DESCRIPTION
 GB0752
 GB0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0752'2.5 MI SW FROM OLIVER SPRINGS.
 GB0752'ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0752'STATION AT OLIVER SPRINGS, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST
 GB0752'38, BETWEEN THE TRACK AND STATE HIGHWAY 61, ON THE SOUTHWEST
 GB0752'SLOPE AND NEAR THE TOP OF A HILL, 79 FEET NORTHWEST OF THE
 GB0752'NORTHWEST RAIL, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GB0752'HIGHWAY, 30.50 FEET SOUTHWEST OF STATION FLAG, ABOUT 1 FOOT
 GB0752'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GB0752'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0952 ***********************************************************************
 FD0952  DESIGNATION -  FLAT
 FD0952  PID         -  FD0952
 FD0952  STATE/COUNTY-  TN/HARDIN
 FD0952  USGS QUAD   -  EAGLE CREEK (1972)
 FD0952
 FD0952                         *CURRENT SURVEY CONTROL
 FD0952  ___________________________________________________________________
 FD0952* NAD 83(1986)-  35 16 54.     (N)    087 59 20.     (W)     SCALED    
 FD0952* NAVD 88     -       150.738  (meters)     494.55   (feet)  ADJUSTED  
 FD0952  ___________________________________________________________________
 FD0952  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0952  DYNAMIC HT  -         150.597 (meters)     494.08  (feet)  COMP
 FD0952  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0952
 FD0952  VERT ORDER  -  SECOND    CLASS 0
 FD0952
 FD0952.The horizontal coordinates were scaled from a topographic map and have
 FD0952.an estimated accuracy of +/- 6 seconds.
 FD0952
 FD0952.The orthometric height was determined by differential leveling
 FD0952.and adjusted by the National Geodetic Survey in June 1991..
 FD0952
 FD0952.The geoid height was determined by GEOID03.
 FD0952
 FD0952.The dynamic height is computed by dividing the NAVD 88
 FD0952.geopotential number by the normal gravity value computed on the
 FD0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0952.degrees latitude (g = 980.6199 gals.).
 FD0952
 FD0952.The modeled gravity was interpolated from observed gravity values.
 FD0952
 FD0952;                    North         East    Units  Estimated Accuracy
 FD0952;SPC TN       -   107,060.      419,080.      MT  (+/- 180 meters Scaled)
 FD0952
 FD0952                          SUPERSEDED SURVEY CONTROL
 FD0952
 FD0952  NGVD 29 (??/??/92)  150.744  (m)          494.57   (f) ADJ UNCH    2 0
 FD0952
 FD0952.Superseded values are not recommended for survey control.
 FD0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0952.See file dsdata.txt to determine how the superseded data were derived.
 FD0952
 FD0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE100047(NAD 83)
 FD0952_MARKER: DD = SURVEY DISK
 FD0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0952_STAMPING: FLAT 1962
 FD0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0952+STABILITY: SURFACE MOTION
 FD0952
 FD0952  HISTORY     - Date     Condition        Report By
 FD0952  HISTORY     - 1962     MONUMENTED       TNHD
 FD0952
 FD0952                          STATION DESCRIPTION
 FD0952
 FD0952'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0952'2.6 MI E FROM OLIVE HILL.
 FD0952'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64 FOR
 FD0952'2.6 MILES TO THE MARK ON THE RIGHT.  THE STATION IS 45 FEET
 FD0952'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, AND 6 FEET
 FD0952'SOUTHEAST OF THE CENTERLINE OF A DIRT FARM ROAD.  THE MARK IS A
 FD0952'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FD0952'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1608 ***********************************************************************
 FD1608  DESIGNATION -  FLAT
 FD1608  PID         -  FD1608
 FD1608  STATE/COUNTY-  TN/HARDIN
 FD1608  USGS QUAD   -  EAGLE CREEK (1972)
 FD1608
 FD1608                         *CURRENT SURVEY CONTROL
 FD1608  ___________________________________________________________________
 FD1608* NAD 83(1995)-  35 16 54.73679(N)    087 59 20.15338(W)     ADJUSTED  
 FD1608* NAVD 88     -       150.9    (meters)     495.     (feet)  VERTCON   
 FD1608  ___________________________________________________________________
 FD1608  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FD1608  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD1608
 FD1608  HORZ ORDER  -  SECOND
 FD1608
 FD1608.The horizontal coordinates were established by classical geodetic methods
 FD1608.and adjusted by the National Geodetic Survey in April 1999..
 FD1608
 FD1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1608
 FD1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1608
 FD1608.The geoid height was determined by GEOID03.
 FD1608
 FD1608;                    North         East     Units Scale Factor Converg.
 FD1608;SPC TN       -   107,079.037   419,072.358   MT  0.99999453   -1 09 51.8
 FD1608;SPC TN       -   351,308.47  1,374,906.56   sFT  0.99999453   -1 09 51.8
 FD1608;UTM  16      - 3,904,750.566   410,067.418   MT  0.99969967   -0 34 16.5
 FD1608
 FD1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1608!SPC TN       -   0.99998068  x   0.99999453  =   0.99997521
 FD1608!UTM  16      -   0.99998068  x   0.99969967  =   0.99968036
 FD1608
 FD1608|---------------------------------------------------------------------|
 FD1608| PID    Reference Object                     Distance      Geod. Az  |
 FD1608|                                                           dddmmss.s |
 FD1608| FD0953 FLAT RM 1                            19.346 METERS 03354     |
 FD1608| FD0950 FLAT AZ MK                                         2590237.1 |
 FD1608| FD0951 FLAT RM 2                            21.218 METERS 26112     |
 FD1608|---------------------------------------------------------------------|
 FD1608
 FD1608                          SUPERSEDED SURVEY CONTROL
 FD1608
 FD1608  NAD 83(1995)-  35 16 54.74083(N)    087 59 20.15406(W) AD(       ) 2
 FD1608  NAD 83(1995)-  35 16 54.74094(N)    087 59 20.15412(W) AD(       ) 2
 FD1608  NAD 83(1995)-  35 16 54.74298(N)    087 59 20.15340(W) AD(       ) 2
 FD1608  NAD 83(1986)-  35 16 54.74609(N)    087 59 20.15278(W) AD(       ) 2
 FD1608  NAD 27      -  35 16 54.46520(N)    087 59 20.05070(W) AD(       ) 2
 FD1608  NGVD 29 (07/19/86)  150.9    (m)          495.     (f) VERT ANG       
 FD1608
 FD1608.Superseded values are not recommended for survey control.
 FD1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1608.See file dsdata.txt to determine how the superseded data were derived.
 FD1608
 FD1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1006704751(NAD 83)
 FD1608_MARKER: DD = SURVEY DISK
 FD1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1608
 FD1608  HISTORY     - Date     Condition        Report By
 FD1608  HISTORY     - 1962     MONUMENTED       TNHD
 FD1608
 FD1608                          STATION DESCRIPTION
 FD1608
 FD1608'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1608'THE STATION IS LOCATED ABOUT 3 MILES EAST OF OLIVE HILL.
 FD1608'
 FD1608'TO REACH THE STATION FROM THE POST OFFICE IN OLIVE HILL, GO 2.6 MILES
 FD1608'EAST ON STATE ROUTE 15
 FD1608'TO THE MARK ON THE RIGHT AS DESCRIBED.
 FD1608'
 FD1608'THE STATION IS 45 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 FD1608'ROUTE 15 AND 6 FEET
 FD1608'SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT FARM
 FD1608'ROAD.  THE SURFACE AND
 FD1608'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD1608'HIGHWAY DEPARTMENT DISKS STAMPED FLAT
 FD1608'1962.  THE UNDERGROUND MARK IS
 FD1608'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE MARK
 FD1608'DISK IS SET IN A
 FD1608'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1608'
 FD1608'REFERENCE MARK NO 1 IS 16 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1608'STATE ROUTE 15 AND
 FD1608'2 FEET SOUTHEAST OF A HIGHWAY GUARD POST.  THE
 FD1608'MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1608'DEPARTMENT DISK SET IN A 10-INCH
 FD1608'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1608'STAMPED FLAT RM-1
 FD1608'
 FD1608'REFERENCE MARK NO 2 IS 27 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD1608'STATE ROUTE 15, 8
 FD1608'FEET SOUTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 FD1608'AND 1 FOOT NORTH OF A GUY WIRE
 FD1608'POLE.  THE MARK IS A STANDARD
 FD1608'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD1608'10-INCH SQUARE, FLUSH,
 FD1608'CONCRETE MONUMENT AND THE DISK IS STAMPED FLAT RM-2 1962.
 FD1608'
 FD1608'THE AZIMUTH MARK IS 29 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FD1608'STATE ROUTE 15 AND 2
 FD1608'FEET SOUTHEAST OF A WOODEN FENCE.  THE MARK IS A
 FD1608'STANDARD TENNESSEE HIGHWAY
 FD1608'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD1608'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1608'STAMPED FLAT AZI 1962.
 FD1608'
 FD1608'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.5 MILES WEST ON
 FD1608'STATE ROUTE 15 TO
 FD1608'THE MARK ON THE RIGHT AS DESCRIBED.
 FD1608'
 FD1608'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0950 ***********************************************************************
 FD0950  DESIGNATION -  FLAT AZ MK
 FD0950  PID         -  FD0950
 FD0950  STATE/COUNTY-  TN/HARDIN
 FD0950  USGS QUAD   -  EAGLE CREEK (1972)
 FD0950
 FD0950                         *CURRENT SURVEY CONTROL
 FD0950  ___________________________________________________________________
 FD0950* NAD 83(1986)-  35 16 50.     (N)    087 59 44.     (W)     SCALED    
 FD0950* NAVD 88     -       148.534  (meters)     487.32   (feet)  ADJUSTED  
 FD0950  ___________________________________________________________________
 FD0950  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0950  DYNAMIC HT  -         148.396 (meters)     486.86  (feet)  COMP
 FD0950  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 FD0950
 FD0950  VERT ORDER  -  SECOND    CLASS 0
 FD0950
 FD0950.The horizontal coordinates were scaled from a topographic map and have
 FD0950.an estimated accuracy of +/- 6 seconds.
 FD0950
 FD0950.The orthometric height was determined by differential leveling
 FD0950.and adjusted by the National Geodetic Survey in June 1991..
 FD0950
 FD0950.The geoid height was determined by GEOID03.
 FD0950
 FD0950.The dynamic height is computed by dividing the NAVD 88
 FD0950.geopotential number by the normal gravity value computed on the
 FD0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0950.degrees latitude (g = 980.6199 gals.).
 FD0950
 FD0950.The modeled gravity was interpolated from observed gravity values.
 FD0950
 FD0950;                    North         East    Units  Estimated Accuracy
 FD0950;SPC TN       -   106,950.      418,470.      MT  (+/- 180 meters Scaled)
 FD0950
 FD0950                          SUPERSEDED SURVEY CONTROL
 FD0950
 FD0950  NGVD 29 (??/??/92)  148.541  (m)          487.34   (f) ADJ UNCH    2 0
 FD0950
 FD0950.Superseded values are not recommended for survey control.
 FD0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0950.See file dsdata.txt to determine how the superseded data were derived.
 FD0950
 FD0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE094046(NAD 83)
 FD0950_MARKER: DD = SURVEY DISK
 FD0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0950_STAMPING: FLAT AZI 1962
 FD0950_MARK LOGO: TNHD  
 FD0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0950+STABILITY: SURFACE MOTION
 FD0950
 FD0950  HISTORY     - Date     Condition        Report By
 FD0950  HISTORY     - 1962     MONUMENTED       TNHD
 FD0950
 FD0950                          STATION DESCRIPTION
 FD0950
 FD0950'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0950'2.1 MI E FROM OLIVE HILL.
 FD0950'FROM OLIVE HILL, HARDIN COUNTY, GO EAST ON U.S. HIGHWAY 64
 FD0950'FOR 2.1 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH MARK IS 29
 FD0950'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 64, AND 2 FEET
 FD0950'SOUTHEAST OF A WOODEN FENCE.  THE MARK IS A STANDARD TENNESSEE
 FD0950'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0950'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0953 ***********************************************************************
 FD0953  DESIGNATION -  FLAT RM 1
 FD0953  PID         -  FD0953
 FD0953  STATE/COUNTY-  TN/HARDIN
 FD0953  USGS QUAD   -  EAGLE CREEK (1972)
 FD0953
 FD0953                         *CURRENT SURVEY CONTROL
 FD0953  ___________________________________________________________________
 FD0953* NAD 83(1986)-  35 16 54.     (N)    087 59 20.     (W)     SCALED    
 FD0953* NAVD 88     -       151.707  (meters)     497.73   (feet)  ADJUSTED  
 FD0953  ___________________________________________________________________
 FD0953  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0953  DYNAMIC HT  -         151.565 (meters)     497.26  (feet)  COMP
 FD0953  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0953
 FD0953  VERT ORDER  -  SECOND    CLASS 0
 FD0953
 FD0953.The horizontal coordinates were scaled from a topographic map and have
 FD0953.an estimated accuracy of +/- 6 seconds.
 FD0953
 FD0953.The orthometric height was determined by differential leveling
 FD0953.and adjusted by the National Geodetic Survey in June 1991..
 FD0953
 FD0953.The geoid height was determined by GEOID03.
 FD0953
 FD0953.The dynamic height is computed by dividing the NAVD 88
 FD0953.geopotential number by the normal gravity value computed on the
 FD0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0953.degrees latitude (g = 980.6199 gals.).
 FD0953
 FD0953.The modeled gravity was interpolated from observed gravity values.
 FD0953
 FD0953;                    North         East    Units  Estimated Accuracy
 FD0953;SPC TN       -   107,060.      419,080.      MT  (+/- 180 meters Scaled)
 FD0953
 FD0953                          SUPERSEDED SURVEY CONTROL
 FD0953
 FD0953  NGVD 29 (??/??/92)  151.712  (m)          497.74   (f) ADJ UNCH    2 0
 FD0953
 FD0953.Superseded values are not recommended for survey control.
 FD0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0953.See file dsdata.txt to determine how the superseded data were derived.
 FD0953
 FD0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE100047(NAD 83)
 FD0953_MARKER: DD = SURVEY DISK
 FD0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0953_STAMPING: FLAT RM 1 1962
 FD0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0953+STABILITY: SURFACE MOTION
 FD0953
 FD0953  HISTORY     - Date     Condition        Report By
 FD0953  HISTORY     - 1962     MONUMENTED       TNHD
 FD0953
 FD0953                          STATION DESCRIPTION
 FD0953
 FD0953'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0953'2.6 MI E FROM OLIVE HILL.
 FD0953'THIS MARK IS LOCATED AT THE FLAT 1962 STATION SITE, 16 FEET
 FD0953'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, 2 FEET SOUTHEAST
 FD0953'OF A HIGHWAY GUARD POST AND 63 FEET NORTHEAST OF THE STATION.
 FD0953'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0953'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0953'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0951 ***********************************************************************
 FD0951  DESIGNATION -  FLAT RM 2
 FD0951  PID         -  FD0951
 FD0951  STATE/COUNTY-  TN/HARDIN
 FD0951  USGS QUAD   -  EAGLE CREEK (1972)
 FD0951
 FD0951                         *CURRENT SURVEY CONTROL
 FD0951  ___________________________________________________________________
 FD0951* NAD 83(1986)-  35 16 54.     (N)    087 59 20.     (W)     SCALED    
 FD0951* NAVD 88     -       150.499  (meters)     493.76   (feet)  ADJUSTED  
 FD0951  ___________________________________________________________________
 FD0951  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0951  DYNAMIC HT  -         150.359 (meters)     493.30  (feet)  COMP
 FD0951  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0951
 FD0951  VERT ORDER  -  SECOND    CLASS 0
 FD0951
 FD0951.The horizontal coordinates were scaled from a topographic map and have
 FD0951.an estimated accuracy of +/- 6 seconds.
 FD0951
 FD0951.The orthometric height was determined by differential leveling
 FD0951.and adjusted by the National Geodetic Survey in June 1991..
 FD0951
 FD0951.The geoid height was determined by GEOID03.
 FD0951
 FD0951.The dynamic height is computed by dividing the NAVD 88
 FD0951.geopotential number by the normal gravity value computed on the
 FD0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0951.degrees latitude (g = 980.6199 gals.).
 FD0951
 FD0951.The modeled gravity was interpolated from observed gravity values.
 FD0951
 FD0951;                    North         East    Units  Estimated Accuracy
 FD0951;SPC TN       -   107,060.      419,080.      MT  (+/- 180 meters Scaled)
 FD0951
 FD0951                          SUPERSEDED SURVEY CONTROL
 FD0951
 FD0951  NGVD 29 (??/??/92)  150.506  (m)          493.79   (f) ADJ UNCH    2 0
 FD0951
 FD0951.Superseded values are not recommended for survey control.
 FD0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0951.See file dsdata.txt to determine how the superseded data were derived.
 FD0951
 FD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE100047(NAD 83)
 FD0951_MARKER: DD = SURVEY DISK
 FD0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0951_STAMPING: FLAT RM 2 1962
 FD0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0951+STABILITY: SURFACE MOTION
 FD0951
 FD0951  HISTORY     - Date     Condition        Report By
 FD0951  HISTORY     - 1962     MONUMENTED       TNHD
 FD0951
 FD0951                          STATION DESCRIPTION
 FD0951
 FD0951'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0951'2.6 MI E FROM OLIVE HILL.
 FD0951'THIS MARK IS LOCATED AT THE FLAT 1962 STATION SITE, 27 FEET SOUTH
 FD0951'OF THE CENTERLINE OF U.S. HIGHWAY 64, 8 FEET SOUTH OF THE
 FD0951'CENTERLINE OF A DIRT FARM ROAD, 1 FOOT NORTH OF A GUY WIRE POLE AND
 FD0951'70 FEET WEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0951'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0951'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1474 ***********************************************************************
 GD1474  DESIGNATION -  FLATWOOD
 GD1474  PID         -  GD1474
 GD1474  STATE/COUNTY-  TN/BENTON
 GD1474  USGS QUAD   -  BIG SANDY (1973)
 GD1474
 GD1474                         *CURRENT SURVEY CONTROL
 GD1474  ___________________________________________________________________
 GD1474* NAD 83(1995)-  36 07 31.23848(N)    088 01 05.56571(W)     ADJUSTED  
 GD1474* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 GD1474  ___________________________________________________________________
 GD1474  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 GD1474  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1474
 GD1474  HORZ ORDER  -  SECOND
 GD1474
 GD1474.The horizontal coordinates were established by classical geodetic methods
 GD1474.and adjusted by the National Geodetic Survey in April 1999..
 GD1474
 GD1474.The orthometric height was scaled from a topographic map.
 GD1474
 GD1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1474
 GD1474.The geoid height was determined by GEOID03.
 GD1474
 GD1474;                    North         East     Units Scale Factor Converg.
 GD1474;SPC TN       -   200,696.189   418,338.805   MT  0.99996128   -1 10 53.6
 GD1474;SPC TN       -   658,450.75  1,372,499.90   sFT  0.99996128   -1 10 53.6
 GD1474;UTM  16      - 3,998,331.093   408,374.867   MT  0.99970344   -0 36 01.2
 GD1474
 GD1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1474!SPC TN       -   0.99997215  x   0.99996128  =   0.99993343
 GD1474!UTM  16      -   0.99997215  x   0.99970344  =   0.99967560
 GD1474
 GD1474|---------------------------------------------------------------------|
 GD1474| PID    Reference Object                     Distance      Geod. Az  |
 GD1474|                                                           dddmmss.s |
 GD1474| CG4051 FLATWOOD RM 1                        26.557 METERS 08205     |
 GD1474| GD1475 CAMDEN MUNICIPAL TANK               APPROX. 9.8 KM 2254027.8 |
 GD1474| CG4050 FLATWOOD AZ MK                                     2741723.2 |
 GD1474| CG4052 FLATWOOD RM 2                        25.054 METERS 34452     |
 GD1474|---------------------------------------------------------------------|
 GD1474
 GD1474                          SUPERSEDED SURVEY CONTROL
 GD1474
 GD1474  NAD 83(1995)-  36 07 31.24090(N)    088 01 05.57010(W) AD(       ) 2
 GD1474  NAD 83(1995)-  36 07 31.24091(N)    088 01 05.57190(W) AD(       ) 2
 GD1474  NAD 83(1986)-  36 07 31.24800(N)    088 01 05.56686(W) AD(       ) 2
 GD1474  NAD 27      -  36 07 31.03800(N)    088 01 05.44300(W) AD(       ) 2
 GD1474
 GD1474.Superseded values are not recommended for survey control.
 GD1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1474.See file dsdata.txt to determine how the superseded data were derived.
 GD1474
 GD1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0837598331(NAD 83)
 GD1474_MARKER: DS = TRIANGULATION STATION DISK
 GD1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1474
 GD1474  HISTORY     - Date     Condition        Report By
 GD1474  HISTORY     - 1952     MONUMENTED       CGS
 GD1474  HISTORY     - 1968     GOOD             CGS
 GD1474  HISTORY     - 1969     GOOD             CGS
 GD1474  HISTORY     - 1971     GOOD             TVA
 GD1474
 GD1474                          STATION DESCRIPTION
 GD1474
 GD1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1474'STATION IS LOCATED 6 MILES NORTHEAST OF CAMDEN ON PROPERTY OWNED BY
 GD1474'MR. MASON BERRY.  IT IS 147 FEET SOUTH OF THE CENTER OF A PAVED
 GD1474'ROAD, 46 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 14 FEET EAST
 GD1474'OF THE CENTER OF A FARM LANE AND 7 FEET WEST OF A WHITE WITNESS
 GD1474'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FLATWOOD
 GD1474'1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 1 IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GD1474'THE HOUSE AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4
 GD1474'INCHES AND THE DISK IS STAMPED FLATWOOD NO 1 1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF THE CENTER OF THE PAVED
 GD1474'ROAD, 22 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE AND 8 FEET
 GD1474'WEST OF THE CENTER OF THE FARM LANE.  THE MARK IS FLUSH AND THE
 GD1474'DISK IS STAMPED FLATWOOD NO 2 1952.
 GD1474'
 GD1474'AZIMUTH MARK IS 91 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 16
 GD1474'FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, 2 FEET NORTH OF A WHITE
 GD1474'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS
 GD1474'FLUSH AND THE DISK IS STAMPED FLATWOOD 1952.
 GD1474'
 GD1474'TO REACH THE STATION FROM THE BENTON COUNTY COURTHOUSE IN CAMDEN, GO
 GD1474'NORTH ON STATE HIGHWAY 69 FOR 0.5 MILE TO A PAVED ROAD NORTH,
 GD1474'HIGHWAY 69 TURNS TO THE WEST, GO NORTH AND EAST ON THE PAVED ROAD
 GD1474'FOR 6.2 MILES TO A FORK AND THE FLATWOOD METHODIST CHURCH ON THE
 GD1474'LEFT, TAKE THE LEFT FORK AND GO 0.2 MILE TO THE AZIMUTH MARK ON
 GD1474'THE LEFT AS DESCRIBED, CONTINUE FOR 0.5 MILE TO THE STATION ON
 GD1474'THE RIGHT AS DESCRIBED.
 GD1474'
 GD1474'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GD1474
 GD1474                          STATION RECOVERY (1968)
 GD1474
 GD1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1474'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1474'CONDITION.
 GD1474'
 GD1474'DUE TO CHANGES IN THE ROADS, AND THE TERRAIN AT THE STATION SITE, THE
 GD1474'ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.
 GD1474'
 GD1474'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1474'
 GD1474'THE STATION IS LOCATED AT AN OLD HOME SITE ON THE PROPERTY OF MRS.
 GD1474'MASON BERRY, ABOUT 6 MILES NORTHEAST OF CAMDEN AND 0.75 OF A MILE
 GD1474'EAST OF THE FLATWOOD METHODIST CHURCH AND CEMETERY.
 GD1474'
 GD1474'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE BENTON COUNTY
 GD1474'COURTHOUSE IN CAMDEN, GO NORTHERLY ON STATE ROUTE 69 FOR 0.5 OF A
 GD1474'MILE TO WHERE STATE ROUTE 69 TURNS LEFT, WEST, AND A PAVED ROAD
 GD1474'CONTINUES STRAIGHT AHEAD.  HERE CONTINUE STRAIGHT AHEAD ON THE
 GD1474'PAVED ROAD AND GO NORTH-NORTHEASTERLY FOR 2.6 MILES TO A FORK, KEEP
 GD1474'THE RIGHT FORK IN A GENERAL NORTHEASTERLY DIRECTION AND GO 3.75
 GD1474'MILES TO A FORK, THE FLATWOOD METHODIST CHURCH ON THE LEFT AND A
 GD1474'LARGE CEMETERY IN THE SOUTHEAST ANGLE.  HERE KEEP THE LEFT FORK
 GD1474'NORTHEASTERLY AND EAST FOR 0.05 OF A MILE TO A PAVED ROAD LEFT
 GD1474'JUST EAST OF THE CHURCH, CONTINUE STRAIGHT AHEAD AND GO EAST ON THE
 GD1474'PAVED ROAD FOR 0.2 OF A MILE TO THE HOME OF MR. B. T. HARDIN ON
 GD1474'THE LEFT AND THE AZIMUTH IN HIS YARD AS DESCRIBED.  CONTINUE EAST
 GD1474'ON THE PAVED ROAD FOR 0.5 OF A MILE TO A DRIVEWAY ON THE RIGHT
 GD1474'LEADING INTO AN OLD HOME SITE, ALL THE BUILDINGS NOW TORN DOWN, AND
 GD1474'THE STATION IN A DENSE GROWTH OF UNDERBRUSH AND BRIARS AS
 GD1474'DESCRIBED.
 GD1474'
 GD1474'THE STATION IS 147 FEET SOUTH OF THE APPROXIMATE CENTER OF THE PAVED
 GD1474'ROAD, 105 FEET SOUTHWEST OF A 20-INCH PECAN TREE, 90 FEET SOUTH OF
 GD1474'AN 18-INCH COTTONWOOD TREE, 49 FEET EAST OF AN 18-INCH APPLE TREE,
 GD1474'28 FEET SOUTH OF THE CENTER OF AN OLD WELL CASING,
 GD1474'AND 0.8 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT
 GD1474'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1474'MONUMENT THAT PROJECTS 4 INCHES
 GD1474'AND THE DISK IS STAMPED FLATWOOD 1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 1 IS 76 FEET SOUTH OF THE 20-INCH PECAN TREE, 8
 GD1474'FEET EAST OF A 7-INCH, TRIPLE TRUNKED PEACH TREE, 6.5 FEET WEST OF A
 GD1474'6-INCH WINGED ELM TREE, AND 0.8 OF A FOOT NORTH OF A METAL WITNESS
 GD1474'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1474'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FLATWOOD
 GD1474'NO 1 1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1474'THE PAVED ROAD, 23 FEET SOUTHWEST OF THE 18-INCH COTTONWOOD TREE,
 GD1474'1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN, AND IN A DENSE
 GD1474'TANGLE OF SAPLINGS, BRIARS, AND HONEYSUCKLE.  IT IS A STANDARD DISK
 GD1474'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1474'PROJECTS 3 INCHES AND THE DISK IS STAMPED FLATWOOD NO 2 1952.  NOTE
 GD1474'11A.
 GD1474'
 GD1474'DUE TO THE DENSE GROWTH OF UNDERGROWTH AND BRIARS AT THE SITE, THE
 GD1474'HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND THE REFERENCE
 GD1474'MARKS WERE NOT VERIFIED, AND THE DISTANCE BETWEEN THE REFERENCE
 GD1474'MARKS WAS NOT MEASURED.
 GD1474'
 GD1474'THE AZIMUTH MARK IS IN THE YARD OF MR. B. T. HARDIN, 97 FEET NORTH OF
 GD1474'THE APPROXIMATE CENTER OF THE PAVED ROAD, 37 FEET SOUTH-SOUTHEAST OF
 GD1474'THE NORTHEAST CORNER OF THE DWELLING HOUSE, 30.5 FEET SOUTH OF THE
 GD1474'SOUTHEAST CORNER OF A CONCRETE BLOCK PUMP HOUSE, 16.5 FEET EAST OF
 GD1474'THE SOUTHEAST CORNER OF THE DWELLING HOUSE, 2.0 FEET NORTH OF A
 GD1474'WOODEN WITNESS POST, AND JUST NORTH OF A SMALL MOCK ORANGE BUSH.
 GD1474'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GD1474'CONCRETE MONUMENT AND THE DISK IS STAMPED FLATWOOD 1952.
 GD1474'
 GD1474'NO WITNESS POST WAS SET AT THE AZIMUTH MARK BECAUSE OF ITS LOCATION
 GD1474'IN A LANDSCAPED AREA.
 GD1474
 GD1474                          STATION RECOVERY (1969)
 GD1474
 GD1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1474'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1474'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN
 GD1474'THE AZIMUTH MARK AND THE REFERENCE MARKS.  A DISCREPANCY OF 00 DEG
 GD1474'01 MIN 12.6 SEC WAS NOTED IN THE ANGLE BETWEEN THE AZIMUTH MARK
 GD1474'AND REFERENCE MARK NO. 1, HOWEVER, THE ANGLE FOR REFERENCE MARK
 GD1474'NO. 2 CHECKED WELL WITHIN THE ALLOWABLE.  VERTICAL ANGLE
 GD1474'OBSERVATIONS WERE OBSERVED BETWEEN THE STATION MARK AND THE
 GD1474'REFERENCE MARKS AND BETWEEN THE REFERENCE MARKS AND SLOPE DISTANCES
 GD1474'MEASURED.  WHEN THESE MEASUREMENTS WERE REDUCED TO
 GD1474'HORIZONTAL A DISCREPANCY OF 0.02 OF A FOOT WAS NOTED TO REFERENCE
 GD1474'MARK NO. 1 AND 0.05 OF A FOOT TO REFERENCE MARK NO. 2.
 GD1474'
 GD1474'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1474'
 GD1474'THE STATION IS LOCATED AT AN OLD ABANDONED HOME SITE ON THE PROPERTY
 GD1474'OF MRS. MASON BERRY, ABOUT 6 MILES NORTHEAST OF CAMDEN AND 0.75 OF A
 GD1474'MILE EAST OF THE FLATWOOD METHODIST CHURCH AND CEMETERY.
 GD1474'
 GD1474'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE BENTON COUNTY
 GD1474'COURTHOUSE IN CAMDEN, GO NORTHERLY ON STATE ROUTE 69 FOR 0.5 OF A
 GD1474'MILE TO WHERE STATE ROUTE 69 TURNS LEFT, WEST, AND A PAVED ROAD
 GD1474'CONTINUES STRAIGHT AHEAD, NORTH.  HERE CONTINUE STRAIGHT AHEAD ON
 GD1474'THE PAVED ROAD AND GO NORTH-NORTHEASTERLY FOR 2.6 MILES TO A FORK,
 GD1474'KEEP THE RIGHT FORK IN A GENERAL NORTHEASTERLY DIRECTION AND GO
 GD1474'3.75 MILES TO A FORK, THE FLATWOOD METHODIST CHURCH ON THE LEFT AND
 GD1474'A LARGE CEMETERY IN THE SOUTHEAST ANGLE.  HERE KEEP LEFT FORK
 GD1474'NORTHEASTERLY AND EAST FOR 0.05 OF A MILE TO A PAVED ROAD LEFT
 GD1474'JUST EAST OF THE CHURCH, CONTINUE STRAIGHT AHEAD AND GO EAST ON
 GD1474'THE PAVED ROAD FOR 0.2 OF A MILE TO THE HOME OF MR. B. T. HARDIN ON
 GD1474'THE LEFT AND THE AZIMUTH MARK IN HIS YARD AS DESCRIBED.  CONTINUE
 GD1474'EAST ON THE PAVED ROAD FOR 0.5 OF A MILE TO A DRIVEWAY ON THE
 GD1474'RIGHT LEADING INTO AN OLD HOME SITE, ALL THE BUILDINGS NOW TORN
 GD1474'DOWN, AND THE STATION IN A DENSE GROWTH OF UNDERBRUSH AND BRIARS
 GD1474'AS DESCRIBED.
 GD1474'
 GD1474'THE STATION IS 147 FEET SOUTH OF THE APPROXIMATE CENTER OF THE PAVED
 GD1474'ROAD, 105 FEET SOUTHWEST OF A 20-INCH PECAN TREE, 90 FEET SOUTH OF
 GD1474'AN 18-INCH COTTONWOOD TREE, 49 FEET EAST OF AN
 GD1474'18-INCH APPLE TREE, 28 FEET SOUTH OF THE CENTER OF AN OLD WELL
 GD1474'CASING, AND 0.8 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT
 GD1474'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1474'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED FLATWOOD
 GD1474'1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 1 IS 76 FEET SOUTH OF THE 20-INCH PECAN TREE, 8
 GD1474'FEET EAST OF A 7-INCH, TRIPLE TRUNKED PEACH TREE, 6.5 FEET WEST OF A
 GD1474'6-INCH WINGED ELM TREE, AND 0.8 OF A FOOT NORTH OF A METAL WITNESS
 GD1474'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1474'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FLATWOOD
 GD1474'NO 1 1952.
 GD1474'
 GD1474'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1474'THE PAVED ROAD, 23 FEET SOUTHWEST OF THE 18-INCH COTTONWOOD TREE,
 GD1474'1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN, AND IN A DENSE
 GD1474'TANGLE OF SAPLINGS, BRIARS, AND HONEYSUCKLE.  IT IS A STANDARD DISK
 GD1474'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1474'PROJECTS 3 INCHES AND THE DISK IS STAMPED FLATWOOD NO 2 1952.
 GD1474'
 GD1474'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1474'REFERENCE MARK NO. 2 IS 127.05 FEET - 38.726 METERS.
 GD1474'
 GD1474'THE AZIMUTH MARK IS IN THE SIDE YARD OF MR. B. T. HARDIN, 97 FEET
 GD1474'NORTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 37 FEET
 GD1474'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE DWELLING HOUSE, 30.5
 GD1474'FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK PUMP HOUSE,
 GD1474'16.5 FEET EAST OF THE SOUTHEAST CORNER OF THE DWELLING HOUSE, 2.0
 GD1474'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND JUST NORTH OF A SMALL
 GD1474'MOCK ORANGE BUSH.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1474'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1474'STAMPED FLATWOOD 1952.
 GD1474'
 GD1474'NO WITNESS POST WAS SET AT THE AZIMUTH MARK BECAUSE OF ITS LOCATION
 GD1474'IN A LANDSCAPED AND TENDED AREA.
 GD1474'
 GD1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 6 MILES
 GD1474'NORTHEAST OF CAMDEN.
 GD1474
 GD1474                          STATION RECOVERY (1971)
 GD1474
 GD1474'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971 (ETC)
 GD1474'REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD CONDITION AS
 GD1474'DESCRIBED.
 GD1474'
 GD1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 6.0 MILES NE OF
 GD1474'CAMDEN, TN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1594 ***********************************************************************
 FD1594  DESIGNATION -  FLATWOODS
 FD1594  PID         -  FD1594
 FD1594  STATE/COUNTY-  TN/WAYNE
 FD1594  USGS QUAD   -  LEATHERWOOD (1968)
 FD1594
 FD1594                         *CURRENT SURVEY CONTROL
 FD1594  ___________________________________________________________________
 FD1594* NAD 83(1995)-  35 28 30.52618(N)    087 51 46.04862(W)     ADJUSTED  
 FD1594* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 FD1594  ___________________________________________________________________
 FD1594  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 FD1594  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1594
 FD1594  HORZ ORDER  -  SECOND
 FD1594
 FD1594.The horizontal coordinates were established by classical geodetic methods
 FD1594.and adjusted by the National Geodetic Survey in April 1999..
 FD1594
 FD1594.The orthometric height was scaled from a topographic map.
 FD1594
 FD1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1594
 FD1594.The geoid height was determined by GEOID03.
 FD1594
 FD1594;                    North         East     Units Scale Factor Converg.
 FD1594;SPC TN       -   128,292.293   430,953.669   MT  0.99996790   -1 05 26.0
 FD1594;SPC TN       -   420,905.63  1,413,887.16   sFT  0.99996790   -1 05 26.0
 FD1594;UTM  16      - 3,926,079.081   421,725.714   MT  0.99967550   -0 30 02.7
 FD1594
 FD1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1594!SPC TN       -   0.99996267  x   0.99996790  =   0.99993057
 FD1594!UTM  16      -   0.99996267  x   0.99967550  =   0.99963818
 FD1594
 FD1594|---------------------------------------------------------------------|
 FD1594| PID    Reference Object                     Distance      Geod. Az  |
 FD1594|                                                           dddmmss.s |
 FD1594| CG5789 FLATWOODS RM 1                       27.188 METERS 09533     |
 FD1594| CG5788 FLATWOODS AZ MK                                    1454423.4 |
 FD1594| CG5790 FLATWOODS RM 2                       22.598 METERS 15116     |
 FD1594| FD1613 CLIFTON                             APPROX.11.9 KM 2384716.4 |
 FD1594|---------------------------------------------------------------------|
 FD1594
 FD1594                          SUPERSEDED SURVEY CONTROL
 FD1594
 FD1594  NAD 83(1995)-  35 28 30.53128(N)    087 51 46.04959(W) AD(       ) 2
 FD1594  NAD 83(1995)-  35 28 30.53127(N)    087 51 46.04944(W) AD(       ) 2
 FD1594  NAD 83(1986)-  35 28 30.53609(N)    087 51 46.04906(W) AD(       ) 2
 FD1594  NAD 27      -  35 28 30.27200(N)    087 51 45.95200(W) AD(       ) 2
 FD1594
 FD1594.Superseded values are not recommended for survey control.
 FD1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1594.See file dsdata.txt to determine how the superseded data were derived.
 FD1594
 FD1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2172626079(NAD 83)
 FD1594_MARKER: DS = TRIANGULATION STATION DISK
 FD1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1594
 FD1594  HISTORY     - Date     Condition        Report By
 FD1594  HISTORY     - 1934     MONUMENTED       CGS
 FD1594  HISTORY     - 1950     GOOD             TVA
 FD1594  HISTORY     - 1962     GOOD             CGS
 FD1594
 FD1594                          STATION DESCRIPTION
 FD1594
 FD1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1594'ABOUT 9.5 MILES NORTHEAST OF CLIFTON, IN FORKS OF ROAD, 220 FEET
 FD1594'SOUTHWEST OF ROAD
 FD1594'INTERSECTION, 83 FEET WEST OF EAST FORK, 150 FEET
 FD1594'EAST OF WEST FORK, AND 18.8 FEET
 FD1594'SOUTHWEST OF 36-INCH OAK TREE.  TO
 FD1594'REACH FROM JUNCTION OF STATE ROUTES 13 AND 20 IN
 FD1594'LINDEN, FOLLOW
 FD1594'ROUTES 13 AND 20 SOUTH 1.15 MILES, KEEP STRAIGHT AHEAD ON ROUTE 13
 FD1594'AND GO 8.00
 FD1594'MILES, CONTINUE STRAIGHT AHEAD (UP HILL) ON DIRT ROAD
 FD1594'WHERE ROUTE 13 BEARS LEFT, AND
 FD1594'FOLLOW THIS MAIN ROAD 2.40 MLES TO
 FD1594'STATION IN FORKS OF ROAD.  SURFACE AND
 FD1594'UNDERGROUND MARKS ARE STANDARD
 FD1594'STATION DISKS IN CONCRETE.  REFERENCE
 FD1594'AND AZIMUTH
 FD1594'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO 1 IS
 FD1594'EAST SIDE OF EAST
 FD1594'FORK OF ROAD AND 89.20 FEET FROM STATION S 84 DEG 27 MIN E.
 FD1594'NO 2 IS ABOUT 50
 FD1594'FEET WEST OF EAST FORK OF ROAD AND
 FD1594'74.14 FEET FROM STATION S 28 DEG 16 MIN E.
 FD1594'AZIMUTH MARK IS
 FD1594'ALONG EAST FORK OF ROAD, ON SUMMIT OF SLIGHT RISE, ON BANK ON EAST
 FD1594'SIDE OF ROAD, 8
 FD1594'FEET EAST OF CENTER OF ROAD, 2 FEET SOUTHEAST OF
 FD1594'24-INCH PINE TREE, AND 0.2 MILE
 FD1594'FROM STATION S 34 DEG 16 MIN E.
 FD1594
 FD1594                          STATION RECOVERY (1950)
 FD1594
 FD1594'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (MAH)
 FD1594'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED FLATWOODS 1934.
 FD1594'STEEL POST WITH
 FD1594'CONTROL MARKER SIGN SET 2 FEET E OF MARKER.
 FD1594'
 FD1594'AZIMUTH MARK RECOVERED IN GOOD CONDITION AND IS STAMPED AZ FLATWOOD
 FD1594'1934.  STEEL POST
 FD1594'WITH CONTROL MARKER SIGN SET 2 FEET SW OF MARKER.
 FD1594'DELETE-2 FEET SE OF 24-INCH PINE.
 FD1594'
 FD1594'STATION IS LOCATED 9.5 MILES NE OF CLIFTON.
 FD1594
 FD1594                          STATION RECOVERY (1962)
 FD1594
 FD1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1594'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1594'RECOVERED AND FOUND IN
 FD1594'GOOD CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 FD1594'THE AZIMUTH MARK BUT IT
 FD1594'COULD NOT BE FOUND.  THE TENNESSEE EASTERN
 FD1594'PIPELINE COMPANY HAVE A LINE RUNNING
 FD1594'THROUGH THE SITE OF THE AZIMUTH
 FD1594'MARK AND THERE IS A LARGE VALVE CONTROL STATION AT THIS
 FD1594'SITE.  IT IS
 FD1594'ASSUMED THAT THE MARK WAS DESTROYED DURING THE BUILDING OF THIS VALVE
 FD1594'STATION.  THE
 FD1594'ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING
 FD1594'IS A NEW AND COMPLETE DESCRIPTION.
 FD1594'
 FD1594'THE STATION IS ON THE PROPERTY OF ROY JR HAGGARD NEAR THE TOP OF THE
 FD1594'NEW ERA RIDGE, ABOUT 9.5
 FD1594'MILES NORTHEAST OF CLIFTON, 2 MILES WEST OF
 FD1594'FLATWOODS, 0.5 MILE SOUTHWEST OF
 FD1594'THE WHITAKER BEND OF THE BUFFALO
 FD1594'RIVER, AND ON OR VERY NEAR THE WAYNE-PERRY COUNTY LINE.
 FD1594'
 FD1594'TO REACH THE STATION FROM THE POST OFFICE IN FLAT WOODS, GO WEST AND
 FD1594'NORTHWEST ON STATE ROUTE 13
 FD1594'FOR 1.0 MILE TO A BRIDGE OVER THE BUFFALO RIVER,
 FD1594'CONTINUE NORTHWEST FOR 1.5 MILES TO
 FD1594'A GRAVELED T ROAD SHARP LEFT
 FD1594'(MEAT ROAD), HERE TURN SHARP LEFT AND GO SOUTHWESTERLY
 FD1594'AND SOUTH ON
 FD1594'MEAT ROAD FOR 2.3 MILES TO A FORK AT THE SUMMIT OF THE RIDGE AND A
 FD1594'12-INCH, TRIANGLE
 FD1594'BALZED HICKORY TREE IN THE CENTER OF THE FORKS.
 FD1594'HERE KEEP THE LEFT FORK FOR ABOUT 45
 FD1594'YARDS TO A 10-INCH, TRIANGLE
 FD1594'BLAZED HICKORY TREE ON THE LEFT AND THE STATION ON THE
 FD1594'RIGHT BETWEEN TWO ROADS.
 FD1594'
 FD1594'THE STATION IS IN DENSE WOODS BETWEEN THE TWO ROADS, 150 FEET EAST OF
 FD1594'THE APPROXIMATE CENTER
 FD1594'OF THE WEST FORK, 75 FEET SOUTHWEST OF THE
 FD1594'APPROXIMATE CENTER OF THE EAST FORK,
 FD1594'AND 1.8 FEET SOUTHWEST OF A
 FD1594'METAL WITNESS POST AND TVA SIGN.  IT IS A STANDARD DISK
 FD1594'SET IN THE TOP
 FD1594'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND
 FD1594'THE DISK IS STAMPED FLATWOODS 1934.
 FD1594'
 FD1594'REFERENCE MARK NO 1 IS 60 FEET SOUTH OF A 10-INCH, TRIANGLE BLAZED
 FD1594'HICKORY TREE, 8 FEET
 FD1594'SOUTH OF A SMALL, TWIN TRUNKED OAK TREE AND 7 FEET EAST
 FD1594'OF THE APPROXIMATE CENTER OF
 FD1594'THE EAST FORK OF ROAD.  IT IS A STANDARD
 FD1594'DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1594'CONCRETE MONUMENT THAT
 FD1594'PROJECTS 3 INCHES AND THE DISK IS STAMPED FLATWOODS NO 1 1934.
 FD1594'
 FD1594'REFERENCE MARK NO 2 IS IN DENSE WOODS, 56 FEET WEST OF THE
 FD1594'APPROXIMATE CENTER OF THE
 FD1594'EAST FORK OF THE ROADS AND 15 FEET EAST OF A 10-INCH, TRIANGLE
 FD1594'BLAZED CHESTNUT OAK TREE.
 FD1594'IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1594'12-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1594'PROJECTS 4 INCHES AND THE DISK
 FD1594'IS STAMPED FLATWOODS NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0435 ***********************************************************************
 FF0435  DESIGNATION -  FLOOD
 FF0435  PID         -  FF0435
 FF0435  STATE/COUNTY-  TN/SHELBY
 FF0435  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0435
 FF0435                         *CURRENT SURVEY CONTROL
 FF0435  ___________________________________________________________________
 FF0435* NAD 83(1995)-  35 04 55.14241(N)    090 04 36.03655(W)     ADJUSTED  
 FF0435* NAVD 88     -        73.497  (meters)     241.13   (feet)  ADJUSTED  
 FF0435  ___________________________________________________________________
 FF0435  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FF0435  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0435  DYNAMIC HT  -          73.430 (meters)     240.91  (feet)  COMP
 FF0435  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 FF0435
 FF0435  HORZ ORDER  -  SECOND
 FF0435  VERT ORDER  -  SECOND    CLASS 0
 FF0435
 FF0435.The horizontal coordinates were established by classical geodetic methods
 FF0435.and adjusted by the National Geodetic Survey in April 1999..
 FF0435
 FF0435.The orthometric height was determined by differential leveling
 FF0435.and adjusted by the National Geodetic Survey in June 1991..
 FF0435
 FF0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0435
 FF0435.The geoid height was determined by GEOID03.
 FF0435
 FF0435.The dynamic height is computed by dividing the NAVD 88
 FF0435.geopotential number by the normal gravity value computed on the
 FF0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0435.degrees latitude (g = 980.6199 gals.).
 FF0435
 FF0435.The modeled gravity was interpolated from observed gravity values.
 FF0435
 FF0435;                    North         East     Units Scale Factor Converg.
 FF0435;SPC TN       -    90,806.323   228,314.111   MT  1.00003390   -2 23 11.9
 FF0435;SPC TN       -   297,920.41    749,060.55   sFT  1.00003390   -2 23 11.9
 FF0435;SPC AR N     -    84,769.634   575,385.655   MT  0.99997410   +1 07 09.0
 FF0435;SPC AR N     -   278,115.04  1,887,744.44   sFT  0.99997410   +1 07 09.0
 FF0435;UTM  15      - 3,886,044.800   766,531.294   MT  1.00047560   +1 40 52.2
 FF0435;UTM  16      - 3,886,466.091   219,482.350   MT  1.00056993   -1 46 10.1
 FF0435
 FF0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0435!SPC TN       -   0.99999275  x   1.00003390  =   1.00002665
 FF0435!SPC AR N     -   0.99999275  x   0.99997410  =   0.99996685
 FF0435!UTM  15      -   0.99999275  x   1.00047560  =   1.00046834
 FF0435!UTM  16      -   0.99999275  x   1.00056993  =   1.00056267
 FF0435
 FF0435:                Primary Azimuth Mark                     Grid Az
 FF0435:SPC TN       -  TS K 1                                   123 50 54.1
 FF0435:SPC AR N     -  TS K 1                                   120 20 33.2
 FF0435:UTM  15      -  TS K 1                                   119 46 50.0
 FF0435:UTM  16      -  TS K 1                                   123 13 52.3
 FF0435
 FF0435|---------------------------------------------------------------------|
 FF0435| PID    Reference Object                     Distance      Geod. Az  |
 FF0435|                                                           dddmmss.s |
 FF0435| FF0434 TS K 1                              APPROX. 0.8 KM 1212742.2 |
 FF0435| FF0436 FLOOD RM 1                            5.633 METERS 27714     |
 FF0435| FF0437 FLOOD RM 2                            6.333 METERS 34644     |
 FF0435|---------------------------------------------------------------------|
 FF0435
 FF0435                          SUPERSEDED SURVEY CONTROL
 FF0435
 FF0435  NAD 83(1995)-  35 04 55.14462(N)    090 04 36.03629(W) AD(       ) 2
 FF0435  NAD 83(1995)-  35 04 55.14863(N)    090 04 36.03654(W) AD(       ) 2
 FF0435  NAD 83(1986)-  35 04 55.15245(N)    090 04 36.03784(W) AD(       ) 2
 FF0435  NAD 27      -  35 04 54.82240(N)    090 04 35.70110(W) AD(       ) 2
 FF0435  NGVD 29 (??/??/??)   73.465  (m)          241.03   (f) ADJUSTED    2 0
 FF0435
 FF0435.Superseded values are not recommended for survey control.
 FF0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0435.See file dsdata.txt to determine how the superseded data were derived.
 FF0435
 FF0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6653186045(NAD 83)
 FF0435_MARKER: DE = TRAVERSE STATION DISK
 FF0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0435_STAMPING: FLOOD 1959
 FF0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0435+STABILITY: SURFACE MOTION
 FF0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0435+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0435
 FF0435  HISTORY     - Date     Condition        Report By
 FF0435  HISTORY     - 1959     MONUMENTED       CGS
 FF0435  HISTORY     - 1959     GOOD             CGS
 FF0435  HISTORY     - 19950303 GOOD             TN1620
 FF0435  HISTORY     - 19960506 GOOD             USE
 FF0435  HISTORY     - 20021029 GOOD             USACE
 FF0435
 FF0435                          STATION DESCRIPTION
 FF0435
 FF0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0435'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF DOWNTOWN MEMPHIS
 FF0435'AND ON TOP OF THE NORTH LEVEE OF THE NONCONNAH CREEK DRAINAGE
 FF0435'CANAL AND NEAR THE SOUTHEAST FLOOD WALL WHERE THE Y. AND M. V.
 FF0435'RAILROAD PASSES THROUGH THE LEVEE.  IT IS 16 FEET SOUTHEAST
 FF0435'OF THE FLOOD WALL AND 9 FEET SOUTHEAST OF A WITNESS POST.
 FF0435'IT IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 FF0435'POST WHICH IS FLUSH WITH THE GROUND AND IS STAMPED FLOOD 1959.
 FF0435'
 FF0435'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE SOUTHWEST
 FF0435'CORNER OF THE FLOOD WALL AND IS STAMPED FLOOD NO 1 1959.
 FF0435'
 FF0435'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE NORTHEAST
 FF0435'CORNER OF THE FLOOD WALL AND IS STAMPED FLOOD NO 2 1959.
 FF0435'
 FF0435'STATION TS-KL WAS USED AS THE AZIMUTH MARK.
 FF0435'
 FF0435'TO REACH FROM THE INTERSECTION OF FLORIDA STREET AND MALLORY
 FF0435'AVENUE IN SOUTH MEMPHIS GO SOUTH ON FLORIDA STREET FOR 0.6 MILES,
 FF0435'TURN RIGHT ALONG TOP OF LEVEE AND GO 0.85 MILES TO THE STATION
 FF0435'IN CENTER OF LEVEE.
 FF0435
 FF0435                          STATION RECOVERY (1959)
 FF0435
 FF0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0435'IN MEMPHIS.
 FF0435'TO REACH THE STATION FROM THE INTERSECTION OF FLORIDA STREET AND
 FF0435'MALLORY AVENUE, IN SOUTH MEMPHIS, GO SOUTH ON FLORIDA STREET FOR
 FF0435'0.6 MILES, TURN LEFT ONTO TOP OF LEVEE AND GO 0.85 MILES TO THE
 FF0435'STATION IN CENTER OF LEVEE.  IT IS ABOUT 4.5 MILES SOUTH OF
 FF0435'DOWNTOWN MEMPHIS AND ON TOP OF THE NORTH LEVEE OF THE
 FF0435'NONCONNAH CREEK DRAINAGE CANAL AND NEAR THE SOUTHEAST FLOOD
 FF0435'WALL WHERE THE Y. AND M. V. RAILROAD PASSES THROUGH THE LEVEE.
 FF0435'IT IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FF0435'WHICH IS FLUSH WITH THE SURFACE OF THE TOP OF THE LEVEE, 16
 FF0435'FEET SOUTHEAST OF THE FLOOD WALL AND 9 FEET SOUTHEAST OF A
 FF0435'WITNESS POST.  IT IS 0.5 MILE WEST OF TS-K1.
 FF0435
 FF0435                          STATION RECOVERY (1995)
 FF0435
 FF0435'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0435'RECOVERED IN GOOD CONDITION.
 FF0435
 FF0435                          STATION RECOVERY (1996)
 FF0435
 FF0435'RECOVERY NOTE BY US ENGINEERS 1996 (ACP)
 FF0435'NO NEED FOR CHANGES IN DESCRIPTION.
 FF0435
 FF0435                          STATION RECOVERY (2002)
 FF0435
 FF0435'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0436 ***********************************************************************
 FF0436  DESIGNATION -  FLOOD RM 1
 FF0436  PID         -  FF0436
 FF0436  STATE/COUNTY-  TN/SHELBY
 FF0436  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0436
 FF0436                         *CURRENT SURVEY CONTROL
 FF0436  ___________________________________________________________________
 FF0436* NAD 83(1986)-  35 04 55.     (N)    090 04 35.     (W)     SCALED    
 FF0436* NAVD 88     -        72.818  (meters)     238.90   (feet)  ADJUSTED  
 FF0436  ___________________________________________________________________
 FF0436  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0436  DYNAMIC HT  -          72.751 (meters)     238.68  (feet)  COMP
 FF0436  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 FF0436
 FF0436  VERT ORDER  -  SECOND    CLASS 0
 FF0436
 FF0436.The horizontal coordinates were scaled from a topographic map and have
 FF0436.an estimated accuracy of +/- 6 seconds.
 FF0436
 FF0436.The orthometric height was determined by differential leveling
 FF0436.and adjusted by the National Geodetic Survey in June 1991..
 FF0436
 FF0436.The geoid height was determined by GEOID03.
 FF0436
 FF0436.The dynamic height is computed by dividing the NAVD 88
 FF0436.geopotential number by the normal gravity value computed on the
 FF0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0436.degrees latitude (g = 980.6199 gals.).
 FF0436
 FF0436.The modeled gravity was interpolated from observed gravity values.
 FF0436
 FF0436;                    North         East    Units  Estimated Accuracy
 FF0436;SPC TN       -    90,800.      228,340.      MT  (+/- 180 meters Scaled)
 FF0436
 FF0436                          SUPERSEDED SURVEY CONTROL
 FF0436
 FF0436  NGVD 29 (??/??/??)   72.786  (m)          238.80   (f) ADJUSTED    2 0
 FF0436
 FF0436.Superseded values are not recommended for survey control.
 FF0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0436.See file dsdata.txt to determine how the superseded data were derived.
 FF0436
 FF0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU665860(NAD 83)
 FF0436_MARKER: DR = REFERENCE MARK DISK
 FF0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0436_SP_SET: WALL
 FF0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0436+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0436
 FF0436  HISTORY     - Date     Condition        Report By
 FF0436  HISTORY     - 1959     MONUMENTED       CGS
 FF0436  HISTORY     - 1959     GOOD             CGS
 FF0436  HISTORY     - 19950303 GOOD             TN1620
 FF0436  HISTORY     - 20021029 GOOD             USACE
 FF0436
 FF0436                          STATION DESCRIPTION
 FF0436
 FF0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0436'IN MEMPHIS.
 FF0436'IT IS LOCATED AT THE FLOOD 1959 STATION SITE.  IT IS CEMENTED
 FF0436'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE FLOOD WALL, 18.5
 FF0436'FEET WEST OF FLOOD 1959, SET FLUSH WITH THE SURFACE OF THE
 FF0436'WALL.
 FF0436
 FF0436                          STATION RECOVERY (1995)
 FF0436
 FF0436'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0436'RECOVERED IN GOOD CONDITION.
 FF0436
 FF0436                          STATION RECOVERY (2002)
 FF0436
 FF0436'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0437 ***********************************************************************
 FF0437  DESIGNATION -  FLOOD RM 2
 FF0437  PID         -  FF0437
 FF0437  STATE/COUNTY-  TN/SHELBY
 FF0437  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0437
 FF0437                         *CURRENT SURVEY CONTROL
 FF0437  ___________________________________________________________________
 FF0437* NAD 83(1986)-  35 04 54.     (N)    090 04 34.     (W)     SCALED    
 FF0437* NAVD 88     -        72.816  (meters)     238.90   (feet)  ADJUSTED  
 FF0437  ___________________________________________________________________
 FF0437  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0437  DYNAMIC HT  -          72.750 (meters)     238.68  (feet)  COMP
 FF0437  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 FF0437
 FF0437  VERT ORDER  -  SECOND    CLASS 0
 FF0437
 FF0437.The horizontal coordinates were scaled from a topographic map and have
 FF0437.an estimated accuracy of +/- 6 seconds.
 FF0437
 FF0437.The orthometric height was determined by differential leveling
 FF0437.and adjusted by the National Geodetic Survey in June 1991..
 FF0437
 FF0437.The geoid height was determined by GEOID03.
 FF0437
 FF0437.The dynamic height is computed by dividing the NAVD 88
 FF0437.geopotential number by the normal gravity value computed on the
 FF0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0437.degrees latitude (g = 980.6199 gals.).
 FF0437
 FF0437.The modeled gravity was interpolated from observed gravity values.
 FF0437
 FF0437;                    North         East    Units  Estimated Accuracy
 FF0437;SPC TN       -    90,770.      228,360.      MT  (+/- 180 meters Scaled)
 FF0437
 FF0437                          SUPERSEDED SURVEY CONTROL
 FF0437
 FF0437  NGVD 29 (??/??/??)   72.785  (m)          238.80   (f) ADJUSTED    2 0
 FF0437
 FF0437.Superseded values are not recommended for survey control.
 FF0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0437.See file dsdata.txt to determine how the superseded data were derived.
 FF0437
 FF0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU665860(NAD 83)
 FF0437_MARKER: DR = REFERENCE MARK DISK
 FF0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0437_SP_SET: WALL
 FF0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0437+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0437
 FF0437  HISTORY     - Date     Condition        Report By
 FF0437  HISTORY     - 1959     MONUMENTED       CGS
 FF0437  HISTORY     - 1959     GOOD             CGS
 FF0437  HISTORY     - 19950303 GOOD             TN1620
 FF0437  HISTORY     - 20021029 GOOD             USACE
 FF0437
 FF0437                          STATION DESCRIPTION
 FF0437
 FF0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0437'IN MEMPHIS.
 FF0437'IT IS LOCATED AT THE FLOOD 1959 STATION SITE.  IT IS CEMENTED
 FF0437'IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE FLOOD WALL, 20.8
 FF0437'FEET NORTH-NORTHWEST OF FLOOD 1959, SET FLUSH WITH THE SURFACE
 FF0437'OF THE WALL.
 FF0437
 FF0437                          STATION RECOVERY (1995)
 FF0437
 FF0437'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0437'RECOVERED IN GOOD CONDITION.
 FF0437
 FF0437                          STATION RECOVERY (2002)
 FF0437
 FF0437'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2255 ***********************************************************************
 GC2255  DESIGNATION -  FORD
 GC2255  PID         -  GC2255
 GC2255  STATE/COUNTY-  TN/DAVIDSON
 GC2255  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2255
 GC2255                         *CURRENT SURVEY CONTROL
 GC2255  ___________________________________________________________________
 GC2255* NAD 83(1995)-  36 09 53.93262(N)    086 48 56.94266(W)     ADJUSTED  
 GC2255* NAVD 88     -       156.8    (meters)     514.     (feet)  VERTCON   
 GC2255  ___________________________________________________________________
 GC2255  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2255  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2255
 GC2255  HORZ ORDER  -  SECOND
 GC2255
 GC2255.The horizontal coordinates were established by classical geodetic methods
 GC2255.and adjusted by the National Geodetic Survey in April 1999..
 GC2255
 GC2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2255
 GC2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2255
 GC2255.The geoid height was determined by GEOID03.
 GC2255
 GC2255;                    North         East     Units Scale Factor Converg.
 GC2255;SPC TN       -   203,527.018   526,599.826   MT  0.99996503   -0 28 39.4
 GC2255;SPC TN       -   667,738.22  1,727,686.26   sFT  0.99996503   -0 28 39.4
 GC2255;UTM  16      - 4,002,263.253   516,565.304   MT  0.99960338   +0 06 31.3
 GC2255
 GC2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2255!SPC TN       -   0.99997999  x   0.99996503  =   0.99994503
 GC2255!UTM  16      -   0.99997999  x   0.99960338  =   0.99958338
 GC2255
 GC2255:                Primary Azimuth Mark                     Grid Az
 GC2255:SPC TN       -  NASHVILLE FISK UNIV CUPOLA               066 32 44.8
 GC2255:UTM  16      -  NASHVILLE FISK UNIV CUPOLA               065 57 34.1
 GC2255
 GC2255|---------------------------------------------------------------------|
 GC2255| PID    Reference Object                     Distance      Geod. Az  |
 GC2255|                                                           dddmmss.s |
 GC2255| GC2265 NASHVILLE FISK UNIV CUPOLA          APPROX. 1.1 KM 0660405.4 |
 GC2255| GC2256 FORD RM 1                            87.781 METERS 18643     |
 GC2255| GC2257 FORD RM 2                            30.814 METERS 29916     |
 GC2255| GC2253 CLIFF                               APPROX. 3.9 KM 3404410.0 |
 GC2255|---------------------------------------------------------------------|
 GC2255
 GC2255                          SUPERSEDED SURVEY CONTROL
 GC2255
 GC2255  NAD 83(1995)-  36 09 53.93467(N)    086 48 56.94456(W) AD(       ) 2
 GC2255  NAD 83(1995)-  36 09 53.93662(N)    086 48 56.94491(W) AD(       ) 2
 GC2255  NAD 83(1986)-  36 09 53.94280(N)    086 48 56.94581(W) AD(       ) 2
 GC2255  NAD 27      -  36 09 53.73620(N)    086 48 56.94700(W) AD(       ) 2
 GC2255  NGVD 29 (07/19/86)  156.8    (m)          514.     (f) VERT ANG       
 GC2255
 GC2255.Superseded values are not recommended for survey control.
 GC2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2255.See file dsdata.txt to determine how the superseded data were derived.
 GC2255
 GC2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1656502263(NAD 83)
 GC2255_MARKER: DS = TRIANGULATION STATION DISK
 GC2255_SETTING: 0 = UNSPECIFIED SETTING
 GC2255_MARK LOGO: CGS   
 GC2255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2255
 GC2255  HISTORY     - Date     Condition        Report By
 GC2255  HISTORY     - 1959     MONUMENTED       CGS
 GC2255
 GC2255                          STATION DESCRIPTION
 GC2255
 GC2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2255'THE STATION IS LOCATED ON THE TOP OF AND NEAR THE NORTHWEST CORNER OF
 GC2255'THE FORD GREENE SCHOOL.  IT IS ABOUT 2.0 MILES WEST OF THE
 GC2255'DOWNTOWN SECTION OF NASHVILLE AND IN THE SOUTHEAST ANGLE OF THE
 GC2255'INTERSECTION OF 26TH.  AVE. NORTH AND ALBION STREET.
 GC2255'
 GC2255'THE STATION MARK, A STANDARD DISK STAMPED FORD 1959, IS SET IN A
 GC2255'DRILL HOLE IN THE TAR COVERED ROOF.  IT IS 4 FEET SOUTH OF THE NORTH
 GC2255'PARAPET AND 3 FEET EAST OF THE WEST PARAPET.
 GC2255'
 GC2255'REFERENCE MARK 1, A STANDARD DISK STAMPED FORD NO 1 1959, IS SET IN A
 GC2255'DRILL HOLE IN A CONCRETE WALK.  IT IS 76 FEET WEST OF THE SOUTHWEST
 GC2255'CORNER OF THE SCHOOL BUILDING, 27 FEET SOUTHEAST OF THE INTERSECTION
 GC2255'OF 26TH.  AVE.  NORTH AND ELDEN STREET, AND 4 FEET SOUTHWEST OF
 GC2255'THE STEPS IN THE SIDEWALK LEADING TO THE SOUTH ENTRANCE TO THE
 GC2255'SCHOOL.
 GC2255'
 GC2255'REFERENCE MARK 2, A STANDARD DISK STAMPED FORD NO 2 1959, IS SET IN A
 GC2255'DRILL HOLE IN A CONCRETE WALK INTERSECTION IN THE SOUTHEAST ANGLE OF
 GC2255'THE INTERSECTION OF 26TH. AVE.  NORTH AND ALBION STREET.  IT IS 2
 GC2255'FEET SOUTH OF THE SOUTH CURB OF ALBION STREET AND 2 FEET EAST OF
 GC2255'THE EAST CURB OF 26TH.  AVE.  NORTH.
 GC2255'
 GC2255'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0605 ***********************************************************************
 GC0605  DESIGNATION -  FORD RM 1
 GC0605  PID         -  GC0605
 GC0605  STATE/COUNTY-  TN/DAVIDSON
 GC0605  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0605
 GC0605                         *CURRENT SURVEY CONTROL
 GC0605  ___________________________________________________________________
 GC0605* NAD 83(1986)-  36 09 53.     (N)    086 48 56.     (W)     SCALED    
 GC0605* NAVD 88     -       146.957  (meters)     482.14   (feet)  ADJUSTED  
 GC0605  ___________________________________________________________________
 GC0605  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0605  DYNAMIC HT  -         146.831 (meters)     481.73  (feet)  COMP
 GC0605  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC0605
 GC0605  VERT ORDER  -  SECOND    CLASS 0
 GC0605
 GC0605.The horizontal coordinates were scaled from a topographic map and have
 GC0605.an estimated accuracy of +/- 6 seconds.
 GC0605
 GC0605.The orthometric height was determined by differential leveling
 GC0605.and adjusted by the National Geodetic Survey in June 1991..
 GC0605
 GC0605.The geoid height was determined by GEOID03.
 GC0605
 GC0605.The dynamic height is computed by dividing the NAVD 88
 GC0605.geopotential number by the normal gravity value computed on the
 GC0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0605.degrees latitude (g = 980.6199 gals.).
 GC0605
 GC0605.The modeled gravity was interpolated from observed gravity values.
 GC0605
 GC0605;                    North         East    Units  Estimated Accuracy
 GC0605;SPC TN       -   203,500.      526,620.      MT  (+/- 180 meters Scaled)
 GC0605
 GC0605                          SUPERSEDED SURVEY CONTROL
 GC0605
 GC0605  NGVD 29 (??/??/92)  146.978  (m)          482.21   (f) ADJ UNCH    2 0
 GC0605
 GC0605.Superseded values are not recommended for survey control.
 GC0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0605.See file dsdata.txt to determine how the superseded data were derived.
 GC0605
 GC0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF165022(NAD 83)
 GC0605_MARKER: DR = REFERENCE MARK DISK
 GC0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0605_SP_SET: SIDEWALK
 GC0605_STAMPING: FORD NO 1 1959
 GC0605_MARK LOGO: CGS   
 GC0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0605
 GC0605  HISTORY     - Date     Condition        Report By
 GC0605  HISTORY     - 1959     MONUMENTED       CGS
 GC0605  HISTORY     - 1960     GOOD             NGS
 GC0605
 GC0605                          STATION DESCRIPTION
 GC0605
 GC0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0605'AT NASHVILLE.
 GC0605'THIS MARK IS LOCATED AT THE FORD GREEN SCHOOL WHICH IS IN THE
 GC0605'SOUTHEAST ANGLE OF THE INTERSECTION OF 26TH AVENUE NORTH AND ALBION
 GC0605'STREET, 76 FT. WEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 GC0605'27 FT. SOUTHEAST OF THE INTERSECTION OF 26TH AVENUE NORTH AND
 GC0605'ELDEN STREET, AND 4 FT. SOUTHWEST OF THE STEPS IN THE SIDEWALK
 GC0605'LEADING TO THE SOUTH ENTRANCE TO THE SCHOOL, DRILLED IN THE TOP OF
 GC0605'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2256 ***********************************************************************
 GC2256  DESIGNATION -  FORD RM 1
 GC2256  PID         -  GC2256
 GC2256  STATE/COUNTY-  TN/DAVIDSON
 GC2256  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2256
 GC2256                         *CURRENT SURVEY CONTROL
 GC2256  ___________________________________________________________________
 GC2256* NAD 83(1995)-  36 09 51.10430(N)    086 48 57.35393(W)     ADJUSTED  
 GC2256* NAVD 88     -       146.96   (+/-2cm)     482.2    (feet)  VERTCON   
 GC2256  ___________________________________________________________________
 GC2256  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2256  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2256
 GC2256  HORZ ORDER  -  SECOND
 GC2256  VERT ORDER  -  THIRD ? (See Below)
 GC2256
 GC2256.The horizontal coordinates were established by classical geodetic methods
 GC2256.and adjusted by the National Geodetic Survey in April 1999..
 GC2256
 GC2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2256.The vertical order pertains to the NGVD 29 superseded value.
 GC2256
 GC2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2256
 GC2256.The geoid height was determined by GEOID03.
 GC2256
 GC2256;                    North         East     Units Scale Factor Converg.
 GC2256;SPC TN       -   203,439.933   526,588.821   MT  0.99996495   -0 28 39.6
 GC2256;SPC TN       -   667,452.51  1,727,650.16   sFT  0.99996495   -0 28 39.6
 GC2256;UTM  16      - 4,002,176.092   516,555.194   MT  0.99960338   +0 06 31.0
 GC2256
 GC2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2256!SPC TN       -   0.99998154  x   0.99996495  =   0.99994649
 GC2256!UTM  16      -   0.99998154  x   0.99960338  =   0.99958492
 GC2256
 GC2256                          SUPERSEDED SURVEY CONTROL
 GC2256
 GC2256  NAD 83(1995)-  36 09 51.10634(N)    086 48 57.35583(W) AD(       ) 2
 GC2256  NAD 83(1995)-  36 09 51.10830(N)    086 48 57.35617(W) AD(       ) 2
 GC2256  NAD 83(1986)-  36 09 51.11449(N)    086 48 57.35707(W) AD(       ) 2
 GC2256  NAD 27      -  36 09 50.90780(N)    086 48 57.35830(W) AD(       ) 2
 GC2256  NGVD 29 (07/19/86)  146.98   (m)          482.2    (f) LEVELING    3  
 GC2256
 GC2256.Superseded values are not recommended for survey control.
 GC2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2256.See file dsdata.txt to determine how the superseded data were derived.
 GC2256
 GC2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1655502176(NAD 83)
 GC2256_MARKER: DR = REFERENCE MARK DISK
 GC2256_SETTING: 0 = UNSPECIFIED SETTING
 GC2256_MARK LOGO: CGS   
 GC2256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2256
 GC2256  HISTORY     - Date     Condition        Report By
 GC2256  HISTORY     - 1959     MONUMENTED       CGS
 GC2256
 GC2256                          STATION DESCRIPTION
 GC2256
 GC2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC2256'SEE STATION FORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0603 ***********************************************************************
 GC0603  DESIGNATION -  FORD RM 2
 GC0603  PID         -  GC0603
 GC0603  STATE/COUNTY-  TN/DAVIDSON
 GC0603  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0603
 GC0603                         *CURRENT SURVEY CONTROL
 GC0603  ___________________________________________________________________
 GC0603* NAD 83(1986)-  36 09 53.     (N)    086 48 56.     (W)     SCALED    
 GC0603* NAVD 88     -       146.559  (meters)     480.84   (feet)  ADJUSTED  
 GC0603  ___________________________________________________________________
 GC0603  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0603  DYNAMIC HT  -         146.433 (meters)     480.42  (feet)  COMP
 GC0603  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC0603
 GC0603  VERT ORDER  -  SECOND    CLASS 0
 GC0603
 GC0603.The horizontal coordinates were scaled from a topographic map and have
 GC0603.an estimated accuracy of +/- 6 seconds.
 GC0603
 GC0603.The orthometric height was determined by differential leveling
 GC0603.and adjusted by the National Geodetic Survey in June 1991..
 GC0603
 GC0603.The geoid height was determined by GEOID03.
 GC0603
 GC0603.The dynamic height is computed by dividing the NAVD 88
 GC0603.geopotential number by the normal gravity value computed on the
 GC0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0603.degrees latitude (g = 980.6199 gals.).
 GC0603
 GC0603.The modeled gravity was interpolated from observed gravity values.
 GC0603
 GC0603;                    North         East    Units  Estimated Accuracy
 GC0603;SPC TN       -   203,500.      526,620.      MT  (+/- 180 meters Scaled)
 GC0603
 GC0603                          SUPERSEDED SURVEY CONTROL
 GC0603
 GC0603  NGVD 29 (??/??/92)  146.581  (m)          480.91   (f) ADJ UNCH    2 0
 GC0603
 GC0603.Superseded values are not recommended for survey control.
 GC0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0603.See file dsdata.txt to determine how the superseded data were derived.
 GC0603
 GC0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF165022(NAD 83)
 GC0603_MARKER: DR = REFERENCE MARK DISK
 GC0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0603_SP_SET: SIDEWALK
 GC0603_STAMPING: FORD NO 2 1959
 GC0603_MARK LOGO: CGS   
 GC0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0603
 GC0603  HISTORY     - Date     Condition        Report By
 GC0603  HISTORY     - 1959     MONUMENTED       CGS
 GC0603  HISTORY     - 1960     GOOD             NGS
 GC0603
 GC0603                          STATION DESCRIPTION
 GC0603
 GC0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0603'AT NASHVILLE.
 GC0603'THIS MARK IS LOCATED AT THE FORD GREEN SCHOOL WHICH IS IN THE
 GC0603'SOUTHEAST ANGLE OF THE INTERSECTION OF 26TH AVENUE NORTH AND ALBION
 GC0603'STREET, 2 FT. SOUTH OF THE SOUTH CURB OF ALBION STREET AND 2 FT.
 GC0603'EAST OF THE EAST CURB OF 26TH AVENUE NORTH, DRILLED IN THE TOP OF
 GC0603'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2257 ***********************************************************************
 GC2257  DESIGNATION -  FORD RM 2
 GC2257  PID         -  GC2257
 GC2257  STATE/COUNTY-  TN/DAVIDSON
 GC2257  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2257
 GC2257                         *CURRENT SURVEY CONTROL
 GC2257  ___________________________________________________________________
 GC2257* NAD 83(1995)-  36 09 54.42124(N)    086 48 58.01827(W)     ADJUSTED  
 GC2257* NAVD 88     -       146.56   (+/-2cm)     480.8    (feet)  VERTCON   
 GC2257  ___________________________________________________________________
 GC2257  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2257  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2257
 GC2257  HORZ ORDER  -  SECOND
 GC2257  VERT ORDER  -  THIRD ? (See Below)
 GC2257
 GC2257.The horizontal coordinates were established by classical geodetic methods
 GC2257.and adjusted by the National Geodetic Survey in April 1999..
 GC2257
 GC2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2257.The vertical order pertains to the NGVD 29 superseded value.
 GC2257
 GC2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2257
 GC2257.The geoid height was determined by GEOID03.
 GC2257
 GC2257;                    North         East     Units Scale Factor Converg.
 GC2257;SPC TN       -   203,542.301   526,573.071   MT  0.99996504   -0 28 40.0
 GC2257;SPC TN       -   667,788.37  1,727,598.48   sFT  0.99996504   -0 28 40.0
 GC2257;UTM  16      - 4,002,278.257   516,538.403   MT  0.99960337   +0 06 30.6
 GC2257
 GC2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2257!SPC TN       -   0.99998160  x   0.99996504  =   0.99994664
 GC2257!UTM  16      -   0.99998160  x   0.99960337  =   0.99958498
 GC2257
 GC2257:                Primary Azimuth Mark                     Grid Az
 GC2257:SPC TN       -  NASHVILLE FISK UNIV MEM CHAPEL           075 48 45.2
 GC2257:UTM  16      -  NASHVILLE FISK UNIV MEM CHAPEL           075 13 34.6
 GC2257
 GC2257|---------------------------------------------------------------------|
 GC2257| PID    Reference Object                     Distance      Geod. Az  |
 GC2257|                                                           dddmmss.s |
 GC2257| GC2266 NASHVILLE FISK UNIV MEM CHAPEL      APPROX. 1.1 KM 0752005.2 |
 GC2257| GC2255 FORD                                 30.814 METERS 11916     |
 GC2257| GC2256 FORD RM 1                           103.577 METERS 17047     |
 GC2257|---------------------------------------------------------------------|
 GC2257
 GC2257                          SUPERSEDED SURVEY CONTROL
 GC2257
 GC2257  NAD 83(1995)-  36 09 54.42329(N)    086 48 58.02016(W) AD(       ) 2
 GC2257  NAD 83(1995)-  36 09 54.42524(N)    086 48 58.02051(W) AD(       ) 2
 GC2257  NAD 83(1986)-  36 09 54.43141(N)    086 48 58.02139(W) AD(       ) 2
 GC2257  NAD 27      -  36 09 54.22480(N)    086 48 58.02260(W) AD(       ) 2
 GC2257  NGVD 29 (07/19/86)  146.58   (m)          480.9    (f) LEVELING    3  
 GC2257
 GC2257.Superseded values are not recommended for survey control.
 GC2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2257.See file dsdata.txt to determine how the superseded data were derived.
 GC2257
 GC2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1653802278(NAD 83)
 GC2257_MARKER: DR = REFERENCE MARK DISK
 GC2257_SETTING: 0 = UNSPECIFIED SETTING
 GC2257_MARK LOGO: CGS   
 GC2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2257
 GC2257  HISTORY     - Date     Condition        Report By
 GC2257  HISTORY     - 1959     MONUMENTED       CGS
 GC2257
 GC2257                          STATION DESCRIPTION
 GC2257
 GC2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC2257'SEE STATION FORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0614 ***********************************************************************
 GC0614  DESIGNATION -  FOREST
 GC0614  PID         -  GC0614
 GC0614  STATE/COUNTY-  TN/DAVIDSON
 GC0614  USGS QUAD   -  OAK HILL (1968)
 GC0614
 GC0614                         *CURRENT SURVEY CONTROL
 GC0614  ___________________________________________________________________
 GC0614* NAD 83(1995)-  36 07 27.41296(N)    086 48 20.54051(W)     ADJUSTED  
 GC0614* NAVD 88     -       188.757  (meters)     619.28   (feet)  ADJUSTED  
 GC0614  ___________________________________________________________________
 GC0614  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GC0614  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0614  DYNAMIC HT  -         188.595 (meters)     618.75  (feet)  COMP
 GC0614  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GC0614
 GC0614  HORZ ORDER  -  SECOND
 GC0614  VERT ORDER  -  SECOND    CLASS 0
 GC0614
 GC0614.The horizontal coordinates were established by classical geodetic methods
 GC0614.and adjusted by the National Geodetic Survey in April 1999..
 GC0614
 GC0614.The orthometric height was determined by differential leveling
 GC0614.and adjusted by the National Geodetic Survey in June 1991..
 GC0614
 GC0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0614
 GC0614.The geoid height was determined by GEOID03.
 GC0614
 GC0614.The dynamic height is computed by dividing the NAVD 88
 GC0614.geopotential number by the normal gravity value computed on the
 GC0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0614.degrees latitude (g = 980.6199 gals.).
 GC0614
 GC0614.The modeled gravity was interpolated from observed gravity values.
 GC0614
 GC0614;                    North         East     Units Scale Factor Converg.
 GC0614;SPC TN       -   199,003.671   527,472.392   MT  0.99996119   -0 28 18.1
 GC0614;SPC TN       -   652,897.88  1,730,549.01   sFT  0.99996119   -0 28 18.1
 GC0614;UTM  16      - 3,997,750.694   517,483.777   MT  0.99960377   +0 06 52.4
 GC0614
 GC0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0614!SPC TN       -   0.99997496  x   0.99996119  =   0.99993615
 GC0614!UTM  16      -   0.99997496  x   0.99960377  =   0.99957874
 GC0614
 GC0614:                Primary Azimuth Mark                     Grid Az
 GC0614:SPC TN       -  NASHVILLE TV STA WSM MICROWAVE           064 02 14.3
 GC0614:UTM  16      -  NASHVILLE TV STA WSM MICROWAVE           063 27 03.8
 GC0614
 GC0614|---------------------------------------------------------------------|
 GC0614| PID    Reference Object                     Distance      Geod. Az  |
 GC0614|                                                           dddmmss.s |
 GC0614| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 1.5 KM 0633356.2 |
 GC0614| GC0615 FOREST RM 1                          23.304 METERS 12715     |
 GC0614| GC2305 NASHVILLE WOODMNT CHRISTIAN CH      APPROX. 1.3 KM 2023930.4 |
 GC0614| GC0613 FOREST RM 2                          23.622 METERS 22943     |
 GC0614|---------------------------------------------------------------------|
 GC0614
 GC0614                          SUPERSEDED SURVEY CONTROL
 GC0614
 GC0614  NAD 83(1995)-  36 07 27.41507(N)    086 48 20.54247(W) AD(       ) 2
 GC0614  NAD 83(1995)-  36 07 27.41683(N)    086 48 20.54244(W) AD(       ) 2
 GC0614  NAD 83(1986)-  36 07 27.42307(N)    086 48 20.54362(W) AD(       ) 2
 GC0614  NAD 27      -  36 07 27.21440(N)    086 48 20.54280(W) AD(       ) 2
 GC0614  NGVD 29 (??/??/92)  188.778  (m)          619.35   (f) ADJ UNCH    2 0
 GC0614
 GC0614.Superseded values are not recommended for survey control.
 GC0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0614.See file dsdata.txt to determine how the superseded data were derived.
 GC0614
 GC0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1748497751(NAD 83)
 GC0614_MARKER: DS = TRIANGULATION STATION DISK
 GC0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0614_STAMPING: FOREST 1959
 GC0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0614+STABILITY: SURFACE MOTION
 GC0614
 GC0614  HISTORY     - Date     Condition        Report By
 GC0614  HISTORY     - 1959     MONUMENTED       CGS
 GC0614  HISTORY     - 1960     GOOD             NGS
 GC0614
 GC0614                          STATION DESCRIPTION
 GC0614
 GC0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0614'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE NASHVILLE
 GC0614'STATE CAPITOL BUILDING AND NEAR THE SOUTHWEST CORNER OF THE
 GC0614'FOREST HILL APARTMENTS LAWN.
 GC0614'
 GC0614'TO REACH FROM THE INTERSECTION OF BELLCOURT AVE. AND 21ST AVE. S. IN
 GC0614'THE HILLSBORO SECTION OF NASHVILLE, GO SOUTH ON 21ST AVE. S. FOR
 GC0614'0.9 MILE TO THE CEDARWOOD MANOR DRIVEWAY ON THE LEFT AND STATION SITE
 GC0614'AS DESCRIBED.
 GC0614'
 GC0614'THE STATION MARK IS A STANDARD STATION DISK STAMPED FOREST 1959. THE
 GC0614'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GC0614'WITH THE SURFACE OF THE GROUND. IT IS 84 FEET WEST OF THE SOUTHWEST
 GC0614'CORNER OF THE FOREST HILL APARTMENTS, 63 FEET NORTHEAST OF THE NORTH
 GC0614'CORNER POST OF THE DRIVEWAY INTO CEDARWOOD MANOR, 21 FEET
 GC0614'WEST-SOUTHWEST OF A 24-INCH TREE AND 10 FEET NORTH OF A ROW OF
 GC0614'SHRUBBERY.
 GC0614'
 GC0614'THE UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET ABOUT 36
 GC0614'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED FOREST
 GC0614'1959.
 GC0614'
 GC0614'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED FOREST NO.
 GC0614'1 1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0614'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 47 FEET
 GC0614'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FOREST HILL APARTMENTS
 GC0614'AND 25 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CEDARWOOD MANOR.
 GC0614'
 GC0614'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED FOREST NO.
 GC0614'2 1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE POST WHICH IS
 GC0614'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 12 FEET SOUTH OF THE
 GC0614'APPROXIMATE CENTER OF THE DRIVEWAY INTO CEDARWOOD MANOR, 2
 GC0614'FEET NORTHEAST OF THE SOUTH CORNER POST OF THE DRIVEWAY INTO
 GC0614'CEDARWOOD MANOR AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 GC0614'
 GC0614'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, NASHVILLE, WOODMONT
 GC0614'CHRISTIAN CHURCH SPIRE WILL SERVE AS AN AZIMUTH MARK.
 GC0614'
 GC0614'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GC0614
 GC0614                          STATION RECOVERY (1960)
 GC0614
 GC0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0614'AT NASHVILLE.
 GC0614'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE
 GC0614'NASHVILLE STATE CAPITOL BUILDING AND NEAR THE SOUTHWEST CORNER
 GC0614'OF THE FOREST HILL APARTMENTS LAWN.  TO REACH FROM THE INTERSECTION
 GC0614'OF BELLCOURT AVE. AND 21ST. AVE. S. IN THE HILLSBORO SECTION OF
 GC0614'NASHVILLE, GO SOUTH ON 21ST. AVE. S. FOR 0.9 MILE TO THE CEDARWOOD
 GC0614'MANOR DRIVEWAY ON THE LEFT AND THE STATION.  THE STATION MARK IS
 GC0614'84 FT. WEST OF THE SOUTHWEST CORNER OF THE FOREST HILL APARTMENTS,
 GC0614'63 FT. NORTHEAST OF THE NORTH CORNER POST OF THE DRIVEWAY INTO
 GC0614'CEDARWOOD MANOR, 21 FT. WEST-SOUTHWEST OF A 24-INCH TREE AND 10
 GC0614'FT. NORTH OF A ROW OF SHRUBBERY, SET IN TOP OF A CONCRETE POST
 GC0614'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2323 ***********************************************************************
 FE2323  DESIGNATION -  FOREST
 FE2323  PID         -  FE2323
 FE2323  STATE/COUNTY-  TN/MADISON
 FE2323  USGS QUAD   -  JACKSON NORTH (1983)
 FE2323
 FE2323                         *CURRENT SURVEY CONTROL
 FE2323  ___________________________________________________________________
 FE2323* NAD 83(1995)-  35 38 08.39606(N)    088 49 55.44448(W)     ADJUSTED  
 FE2323* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 FE2323  ___________________________________________________________________
 FE2323  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2323  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2323
 FE2323  HORZ ORDER  -  SECOND
 FE2323
 FE2323.The horizontal coordinates were established by classical geodetic methods
 FE2323.and adjusted by the National Geodetic Survey in April 1999..
 FE2323
 FE2323.The orthometric height was scaled from a topographic map.
 FE2323
 FE2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2323
 FE2323.The geoid height was determined by GEOID03.
 FE2323
 FE2323;                    North         East     Units Scale Factor Converg.
 FE2323;SPC TN       -   148,203.605   343,528.475   MT  0.99995436   -1 39 28.8
 FE2323;SPC TN       -   486,231.33  1,127,059.67   sFT  0.99995436   -1 39 28.8
 FE2323;UTM  16      - 3,945,085.191   334,114.772   MT  0.99993911   -1 04 03.6
 FE2323
 FE2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2323!SPC TN       -   0.99998403  x   0.99995436  =   0.99993839
 FE2323!UTM  16      -   0.99998403  x   0.99993911  =   0.99992314
 FE2323
 FE2323|---------------------------------------------------------------------|
 FE2323| PID    Reference Object                     Distance      Geod. Az  |
 FE2323|                                                           dddmmss.s |
 FE2323| CG4055 FOREST RM 3                          15.600 METERS 00310     |
 FE2323| FE2327 HOSPITAL                             94.782 METERS 02002     |
 FE2323| CG4056 FOREST RM 4                           6.436 METERS 08354     |
 FE2323| FE2328 JACKSON ALUMINUM FOILS TANK         APPROX. 2.8 KM 0885002.8 |
 FE2323| FE2324 FOREST AZ MK                         93.725 METERS 09315     |
 FE2323| CG4054 FOREST RM 2                          15.484 METERS 10203     |
 FE2323| CG4053 FOREST RM 1                          12.485 METERS 31234     |
 FE2323| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 1.2 KM 3563136.9 |
 FE2323|---------------------------------------------------------------------|
 FE2323
 FE2323                          SUPERSEDED SURVEY CONTROL
 FE2323
 FE2323  NAD 83(1995)-  35 38 08.40100(N)    088 49 55.44933(W) AD(       ) 2
 FE2323  NAD 83(1986)-  35 38 08.40759(N)    088 49 55.44531(W) AD(       ) 2
 FE2323  NAD 27      -  35 38 08.15400(N)    088 49 55.23800(W) AD(       ) 2
 FE2323
 FE2323.Superseded values are not recommended for survey control.
 FE2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2323.See file dsdata.txt to determine how the superseded data were derived.
 FE2323
 FE2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3411545085(NAD 83)
 FE2323_MARKER: DS = TRIANGULATION STATION DISK
 FE2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2323_STAMPING: FOREST 1951
 FE2323_MARK LOGO: CGS   
 FE2323
 FE2323  HISTORY     - Date     Condition        Report By
 FE2323  HISTORY     - 1951     MONUMENTED       CGS
 FE2323  HISTORY     - 1976     GOOD             NGS
 FE2323
 FE2323                          STATION DESCRIPTION
 FE2323
 FE2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2323'STATION IS LOCATED ON THE FRONT LAWN OF THE JACKSON-MADISON COUNTY
 FE2323'HOSPITAL IN THE CITY OF JACKSON. IT IS NEAR THE MAIN
 FE2323'ENTRANCE TO THE HOSPITAL ON FOREST AVE. IT IS 59 FEET SOUTH OF A 4
 FE2323'INCH ELM TREE, 53 FEET EAST OF THE CENTER OF THE MAIN
 FE2323'ENTRANCE DRIVE TO THE HOSPITAL, 39 FEET NORTH OF THE CENTER OF FOREST
 FE2323'AVE. AND 20 FEET NORTHEAST OF THE SIDEWALK LEADING TO
 FE2323'THE HOSPITAL. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FE2323'STAMPED FOREST 1951.
 FE2323'
 FE2323'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF FOREST AVE.
 FE2323'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FE2323'FOREST NO 1 1951.
 FE2323'
 FE2323'REFERENCE MARK NO. 2 IS 72 FEET NORTH OF THE CENTER OF FOREST AVE.,
 FE2323'48 FEET WEST OF THE 4 INCH ELM TREE, 26 FEET EAST OF THE
 FE2323'CENTER OF THE DRIVEWAY AND 7 FEET EAST OF THE EAST EDGE OF THE
 FE2323'SIDEWALK. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FE2323'STAMPED FOREST NO 2 1951.
 FE2323'
 FE2323'AZIMUTH MARK IS 54 FEET NORTH OF POWER POLE NO. 682, 39 FEET
 FE2323'SOUTHEAST OF A SWEET GUM TREE AND 28 FEET NORTH OF THE
 FE2323'CENTER OF FOREST AVE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 FE2323'IS STAMPED FOREST 1951.
 FE2323'
 FE2323'(NOTE- THIS STATION WAS ESTABLISHED BY A SHORT BASE FOREST TO FOREST
 FE2323'AZIMUTH MARK.)
 FE2323'
 FE2323'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2323
 FE2323                          STATION RECOVERY (1976)
 FE2323
 FE2323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2323'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.  THE
 FE2323'AZIMUTH MARK WAS NOT FOUND AND COULD POSSIBLY HAVE BEEN DESTROYED.
 FE2323'THE LINE OF SIGHT TO THE AZIMUTH MARK IS NOW OBSTRUCTED BY A
 FE2323'CONCRETE BUS STOP SHED.  THE PREVIOUS DESCRIPTION HAD REFERENCE
 FE2323'MARK 1 AS BEING NORTHWEST.  THIS WAS FOUND TO BE IN ERROR.
 FE2323'REFERENCE MARK 2 WAS FOUND TO BE NORTHWEST AND THE DISTANCE AND
 FE2323'DIRECTION CHECKED.  REFERENCE MARK 1 IS NOW OBSTRUCTED BY THE
 FE2323'BUS STOP SHED AND COULD NOT BE TAKEN.  REFERENCE MARK 2 WAS IN THE
 FE2323'WAY OF CONSTRUCTION AND WAS DESTROYED.  REFERENCE MARKS 3 AND 4
 FE2323'WERE SET.  A NEW DESCRIPTION FOLLOWS--
 FE2323'
 FE2323'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE LAWN OF THE
 FE2323'JACKSON-MADISON COUNTY HOSPITAL, 59 FEET SOUTH OF A 12 INCH ELM
 FE2323'TREE, 53 FEET EAST OF THE CENTERLINE OF MAIN ENTRANCE DRIVE TO
 FE2323'HOSPITAL, 39 FEET NORTH OF THE CENTERLINE OF FOREST AVE., 22 FEET
 FE2323'EAST OF THE NORTHEAST CORNER OF CONCRETE BUS STOP SHELTER AND 126
 FE2323'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOSPITAL.  THE
 FE2323'MONUMENT IS FLUSH AND THE DISK IS STAMPED FOREST 1951.
 FE2323'
 FE2323'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 FE2323'MAGNETS, STAMPED FOREST 1951 NO 3 1976, FLUSH WITH THE GROUND, 9
 FE2323'FEET SOUTH OF THE 12 INCH ELM TREE, 94 FEET SOUTHWEST OF THE
 FE2323'SOUTHWEST CORNER OF THE HOSPITAL, 90 FEET NORTH OF THE CENTERLINE
 FE2323'OF FOREST AVE., AND 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FE2323'THE BUS STOP.
 FE2323'
 FE2323'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 FE2323'MAGNETS, STAMPED FOREST 1951 NO 4 1976, FLUSH WITH THE GROUND, 41
 FE2323'FEET NORTH OF THE CENTERLINE OF FOREST AVE. AND 1 FOOT NORTHWEST
 FE2323'OF THE NORTHWEST CORNER OF THE BUS STOP.
 FE2323'
 FE2323'NOTE--STATION HOSPITAL 1951 AND BOTH REFERENCE MARKS WERE FOUND AS
 FE2323'DESCRIBED AND IN GOOD CONDITION.
 FE2323'
 FE2323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MADISON.
 FE2323'
 FE2323'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1403 ***********************************************************************
 FD1403  DESIGNATION -  FOREST
 FD1403  PID         -  FD1403
 FD1403  STATE/COUNTY-  TN/COFFEE
 FD1403  USGS QUAD   -  FREDONIA (1976)
 FD1403
 FD1403                         *CURRENT SURVEY CONTROL
 FD1403  ___________________________________________________________________
 FD1403* NAD 83(1995)-  35 30 57.66194(N)    086 02 15.24523(W)     ADJUSTED  
 FD1403* NAVD 88     -       347.1    (meters)    1139.     (feet)  VERTCON   
 FD1403  ___________________________________________________________________
 FD1403  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FD1403  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD1403
 FD1403  HORZ ORDER  -  SECOND
 FD1403
 FD1403.The horizontal coordinates were established by classical geodetic methods
 FD1403.and adjusted by the National Geodetic Survey in April 1999..
 FD1403
 FD1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1403
 FD1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1403
 FD1403.The geoid height was determined by GEOID03.
 FD1403
 FD1403;                    North         East     Units Scale Factor Converg.
 FD1403;SPC TN       -   131,218.582   596,592.268   MT  0.99996372   -0 01 19.2
 FD1403;SPC TN       -   430,506.30  1,957,319.80   sFT  0.99996372   -0 01 19.2
 FD1403;UTM  16      - 3,930,695.677   587,269.945   MT  0.99969385   +0 33 32.9
 FD1403
 FD1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1403!SPC TN       -   0.99995005  x   0.99996372  =   0.99991377
 FD1403!UTM  16      -   0.99995005  x   0.99969385  =   0.99964392
 FD1403
 FD1403|---------------------------------------------------------------------|
 FD1403| PID    Reference Object                     Distance      Geod. Az  |
 FD1403|                                                           dddmmss.s |
 FD1403| CG5803 FOREST RM 2                          51.697 METERS 00820     |
 FD1403| CG5804 FOREST RM 4                          37.600 METERS 01209     |
 FD1403| FC1919 SUMMITVILLE WHITE CHURCH SPIRE      APPROX. 6.3 KM 0400830.1 |
 FD1403| CG5802 FOREST RM 1                          39.911 METERS 11434     |
 FD1403| FD1437 TULLAHOMA MUNICIPAL TANK            APPROX.23.1 KM 2222138.5 |
 FD1403| FD1425 MANCHESTER MUNICIPAL TANK           APPROX. 6.6 KM 2225643.6 |
 FD1403| CG5801 FOREST RM 3 AZIMUTH                                2290006.2 |
 FD1403| FD1426 MANCHESTER WHITE WATER TANK         APPROX. 5.7 KM 2332008.8 |
 FD1403| CG5805 FOREST RM 5                          37.304 METERS 24148     |
 FD1403|---------------------------------------------------------------------|
 FD1403
 FD1403                          SUPERSEDED SURVEY CONTROL
 FD1403
 FD1403  NAD 83(1995)-  35 30 57.66969(N)    086 02 15.24685(W) AD(       ) 2
 FD1403  NAD 83(1986)-  35 30 57.67290(N)    086 02 15.24437(W) AD(       ) 2
 FD1403  NAD 27      -  35 30 57.39800(N)    086 02 15.28900(W) AD(       ) 2
 FD1403  NGVD 29 (07/19/86)  347.1    (m)         1139.     (f) VERT ANG       
 FD1403
 FD1403.Superseded values are not recommended for survey control.
 FD1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1403.See file dsdata.txt to determine how the superseded data were derived.
 FD1403
 FD1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8727030696(NAD 83)
 FD1403_MARKER: DS = TRIANGULATION STATION DISK
 FD1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1403
 FD1403  HISTORY     - Date     Condition        Report By
 FD1403  HISTORY     - 1934     MONUMENTED       CGS
 FD1403  HISTORY     - 1960     GOOD             CGS
 FD1403
 FD1403                          STATION DESCRIPTION
 FD1403
 FD1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1403'ABOUT 3.85 MILES BY ROAD NORTHEAST FROM MANCHESTER, AT FOREST MILL
 FD1403'SCHOOL, 222 FEET
 FD1403'NORTHWEST OF CENTER OF STATE ROUTE 55, IN SOUTHWEST
 FD1403'CORNER OF INTERSECTION OF HIGHWAY
 FD1403'AND DIRT ROAD TO NORTHWEST, 116
 FD1403'FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF SMALL
 FD1403'FRAME SCHOOL
 FD1403'BUILDING, 102 FEET SOUTHWEST OF CENTER OF DIRT ROAD, AND 27 FEET
 FD1403'WEST-SOUTHWEST OF
 FD1403'4-INCH OAK.  SURFACE AND UNDERGROUND MARKS ARE
 FD1403'STANDARD DISK STATION MARKS IN
 FD1403'CONCRETE.  REFERENCE
 FD1403'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD1403'NO 1 IS
 FD1403'110 FEET NORTH OF NORTHWEST CORNER OF SCHOOL BUILDING, 8 FEET
 FD1403'SOUTH OF CENTER
 FD1403'OF DIRT ROAD, AND 130.94 FEET FROM STATION S 65 DEF 26 MIN E.
 FD1403'NO 2 IS ON
 FD1403'NORTH SIDE OF DIRT ROAD, BETWEEN ROAD AND
 FD1403'SPLIT-RAIL FENCE, ABOUT 10 FEET NORTHWEST
 FD1403'OF CENTER OF ROAD, AND
 FD1403'169.61 FEET FROM STATION N 08 DEG 20 MIN E.  NO 3
 FD1403'(AZIMUTH MARK)
 FD1403'IS ON NORTHWEST SIDE OF ROUTE 55, 22 FEET NORTHWEST OF CENTER
 FD1403'OF HIGHWAY, ON SOUTHWEST
 FD1403'EDGE OF CULTIVATED FIELD, IN LINE OF
 FD1403'TELEPHONE POLES, AND 0.5 MILE FROM STATION.
 FD1403'MANCHESTER, WHITE WATER TANK, IS 3.6 MILES FROM
 FD1403'STATION S 53 DEG 21 MIN W.
 FD1403
 FD1403                          STATION RECOVERY (1960)
 FD1403
 FD1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1403'THE STATION MARK AND REFERENCE MARK NO 3 (AZIMUTH MARK) WERE
 FD1403'RECOVERED IN FAIR
 FD1403'CONDITION.  REFERENCE MARK NO 1 WAS DESTROYED.  REFERENCE MARK NO 2
 FD1403'WAS SEARCHED FOR
 FD1403'AND NOT FOUND.  REFERENCE MARKS 4 AND 5 WAS
 FD1403'ESTABLISHED BY THIS PARTY.
 FD1403'
 FD1403'THE STATION IS LOCATED ABOUT 3.8 MILES NORTHEAST OF MANCHESTER AND AT
 FD1403'THE FOREST MILL
 FD1403'SCHOOL.
 FD1403'
 FD1403'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE
 FD1403'HIGHWAY 55 IN THE
 FD1403'SOUTHEASTERN EDGE OF MANCHESTER, GO NORTHEAST ON STATE HIGHWAY
 FD1403'55 FOR 3.2 MILES TO THE
 FD1403'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST
 FD1403'ON STATE HIGHWAY 55 FOR 0.5 MILE TO THE
 FD1403'FOREST MILL SCHOOL ON THE
 FD1403'LEFT AND THE STATION BEHIND THE SCHOOL BUILDING.
 FD1403'
 FD1403'STATION MARK IS 222 FEET NORTHWEST OF STATE HIGHWAY 55, 102 FEET
 FD1403'SOUTHWEST OF A GRAVELED
 FD1403'ROAD, AND 68 FEET NORTHEAST OF NORTHWEST CORNER OF FOREST
 FD1403'MILL SCHOOL.  THE MARK IS A
 FD1403'STANDARD DISK SET IN A CONCRETE POST,
 FD1403'WHICH PROJECTS 6 INCHES, AND IS STAMPED FOREST
 FD1403'1934.
 FD1403'
 FD1403'REFERENCE MARK NO 4 IS 17 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 FD1403'ROAD.  THE MARK IS A
 FD1403'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS
 FD1403'STAMPED FOREST NO 4 1934.
 FD1403'
 FD1403'REFERENCE MARK NO 5 IS 124 FEET WEST OF NORTHWEST CORNER OF FOREST
 FD1403'MILL SCHOOL AND 2 FEET
 FD1403'NORTHEAST OF A POWER LINE POLE.  THE MARK IS A STANDARD
 FD1403'DISK SET IN A CONCRETE POST,
 FD1403'SET FLUSH, AND IS STAMPED FOREST NO 5
 FD1403'1934.
 FD1403'
 FD1403'REFERENCE MARK NO 3 (AZIMUTH MARK) IS 39 FEET NORTHEAST OF THE CENTER
 FD1403'OF STATE HIGHWAY 55, 22
 FD1403'FEET NORTHWEST OF A TELEPHONE POLE, AND 1.6 FEET
 FD1403'NORTHEAST OF A WITNESS SIGN.  THE
 FD1403'MARK IS A STANDARD DISK SET IN A
 FD1403'CONCRETE POST, WHICH PROJECTS 3 INCHES, AND IS
 FD1403'STAMPED FOREST NO 3
 FD1403'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2634 ***********************************************************************
 GC2634  DESIGNATION -  FOREST
 GC2634  PID         -  GC2634
 GC2634  STATE/COUNTY-  TN/STEWART
 GC2634  USGS QUAD   -  DOVER (1971)
 GC2634
 GC2634                         *CURRENT SURVEY CONTROL
 GC2634  ___________________________________________________________________
 GC2634* NAD 83(1995)-  36 25 03.47060(N)    087 50 54.29869(W)     ADJUSTED  
 GC2634* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 GC2634  ___________________________________________________________________
 GC2634  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GC2634  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC2634
 GC2634  HORZ ORDER  -  SECOND
 GC2634
 GC2634.The horizontal coordinates were established by classical geodetic methods
 GC2634.and adjusted by the National Geodetic Survey in April 1999..
 GC2634
 GC2634.The orthometric height was scaled from a topographic map.
 GC2634
 GC2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2634
 GC2634.The geoid height was determined by GEOID03.
 GC2634
 GC2634;                    North         East     Units Scale Factor Converg.
 GC2634;SPC TN       -   232,821.105   434,232.948   MT  1.00000017   -1 04 55.7
 GC2634;SPC TN       -   763,847.24  1,424,645.93   sFT  1.00000017   -1 04 55.7
 GC2634;UTM  16      - 4,030,605.758   423,938.629   MT  0.99967128   -0 30 13.3
 GC2634
 GC2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2634!SPC TN       -   0.99996972  x   1.00000017  =   0.99996989
 GC2634!UTM  16      -   0.99996972  x   0.99967128  =   0.99964101
 GC2634
 GC2634|---------------------------------------------------------------------|
 GC2634| PID    Reference Object                     Distance      Geod. Az  |
 GC2634|                                                           dddmmss.s |
 GC2634| GC2635 FOREST RM 1                           9.295 METERS 09652     |
 GC2634| GC2580 STATE                               APPROX.18.9 KM 1440307.4 |
 GC2634| CG5807 FOREST RM 2                          32.485 METERS 18350     |
 GC2634| CG5806 FOREST AZ MK                                       1945658.4 |
 GC2634|---------------------------------------------------------------------|
 GC2634
 GC2634                          SUPERSEDED SURVEY CONTROL
 GC2634
 GC2634  NAD 83(1995)-  36 25 03.47236(N)    087 50 54.30011(W) AD(       ) 2
 GC2634  NAD 83(1995)-  36 25 03.47494(N)    087 50 54.30449(W) AD(       ) 2
 GC2634  NAD 83(1986)-  36 25 03.47992(N)    087 50 54.30075(W) AD(       ) 2
 GC2634  NAD 27      -  36 25 03.29200(N)    087 50 54.21200(W) AD(       ) 2
 GC2634
 GC2634.Superseded values are not recommended for survey control.
 GC2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2634.See file dsdata.txt to determine how the superseded data were derived.
 GC2634
 GC2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2393930606(NAD 83)
 GC2634_MARKER: DS = TRIANGULATION STATION DISK
 GC2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2634
 GC2634  HISTORY     - Date     Condition        Report By
 GC2634  HISTORY     - 1952     MONUMENTED       CGS
 GC2634  HISTORY     - 1972     GOOD             LOCENG
 GC2634  HISTORY     - 1976     GOOD             NGS
 GC2634  HISTORY     - 1987     GOOD             USPSQD
 GC2634
 GC2634                          STATION DESCRIPTION
 GC2634
 GC2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2634'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF ERIN AND 4-1/2 MILES
 GC2634'SOUTH OF DOVER, 1 MILE EAST OF ASBURY NEAR STATE FOREST LOOKOUT
 GC2634'TOWER HR 29. IT IS 24 FEET NORTHWEST OF THE SOUTHWEST LEG AND 24 FEET
 GC2634'SOUTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER. THE MARK IS
 GC2634'FLUSH AND THE DISK IS STAMPED FOREST 1952.
 GC2634'
 GC2634'REFERENCE MARK NO. 1 IS SET AT THE CENTER OF THE BASE OF THE LOOKOUT
 GC2634'TOWER. THE MARK IS FLUSH AND THE DISK IS STAMPED FOREST NO. 1
 GC2634'1952.
 GC2634'
 GC2634'REFERENCE MARK NO. 2 IS 12 FEET SOUTHEAST OF THE CENTER OF A GRAVEL
 GC2634'DRIVEWAY, 9 FEET SOUTHWEST OF A 14 INCH HICKORY TREE AND 2 FEET
 GC2634'SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 GC2634'STAMPED FOREST NO. 2 1952.
 GC2634'
 GC2634'AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 GC2634'EAST OF A WHITE WITNESS POST AND 2 FEET EAST OF A POWER LINE POLE.
 GC2634'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FOREST 1952.
 GC2634'
 GC2634'TO REACH THE STATION FROM THE SOUTH SIDE OF THE STEWART COUNTY
 GC2634'COURTHOUSE IN DOVER, GO SOUTH ON U.S. HIGHWAY 79 FOR 0.1 MILE
 GC2634'WHERE HIGHWAY 79 TURNS RIGHT, CONTINUE AHEAD FOR 0.4 MILE TO A
 GC2634'CROSSROAD AT THE TOP OF A HILL, TURN RIGHT AND GO 0.1 MILE ON
 GC2634'PAVED ROAD TO A SIDE ROAD LEFT AT THE FORT DONELSON NATIONAL PARK,
 GC2634'TURN LEFT AND GO 0.3 MILE TO A FORK AND THE COUNTY HIGHWAY GARAGE
 GC2634'ON THE RIGHT, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO A
 GC2634'SIDE ROAD LEFT, CONTINUE AHEAD ON GRAVEL ROAD FOR 4.5 MILES TO
 GC2634'A CROSSROAD AT THE VILLAGE OF ASBURY,
 GC2634'TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.8 MILE TO THE AZIMUTH MARK
 GC2634'ON THE RIGHT AS DESCRIBED, CONTINUE AHEAD FOR 0.05 MILE TO A
 GC2634'SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.25 MILE TO THE LOOKOUT
 GC2634'TOWER AND THE STATION AS DESCRIBED.
 GC2634'
 GC2634'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2634
 GC2634                          STATION RECOVERY (1972)
 GC2634
 GC2634'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2634'FOREST STATION MARK RECOVERED IN GOOD CONDITION.
 GC2634'
 GC2634'FOREST STATION MARK 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2634'
 GC2634'ORIGINAL DESCRIPTION IS GOOD.
 GC2634'
 GC2634'FOREST NO. 2 R. M. RECOVERED IN GOOD CONDITION.
 GC2634'
 GC2634'FOREST NO. 2 1952 FOUND STAMPED ON THE POINT.
 GC2634'
 GC2634'ADD TO ORIGINAL DESCRIPTION--N 70 DEG E 37.8 FROM 24 INCH WHITE OAK.
 GC2634'N 25 E 43.3 FROM 22 INCH WHITE OAK.  AT SOUTH END OF TURNAROUND.
 GC2634'
 GC2634'FOREST AZIMUTH NOT FOUND.
 GC2634'
 GC2634'DUE TO POOR DESCRIPTION, WE ARE NOT SURE OF ITS LOCATION.  IF IT IS
 GC2634'NEAR BLACKTOP ROAD, IT MAY HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 GC2634'
 GC2634'DISTANCE AND DIRECTION FROM NEAREST TOWN 11 MILES NW OF ERIN.
 GC2634
 GC2634                          STATION RECOVERY (1976)
 GC2634
 GC2634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GC2634'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 GC2634'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND
 GC2634'ASSUMED DESTROYED BY ROAD WORK.  THE 1952 DESCRIPTION IS GOOD WITH
 GC2634'THE BELOW INFORMATION ON REFERENCE MARK 2.
 GC2634'
 GC2634'REFERENCE MARK 2 IS SET AT THE SOUTH TIP OF A SMALL GRASSY TRAINGLE
 GC2634'FORMED BY DRIVEWAYS, 4 FEET SOUTHWEST OF A WOODEN 8 INCH GUARD POST
 GC2634'AND 10 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY.
 GC2634'
 GC2634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 GC2634'SOUTH OF DOVER.
 GC2634
 GC2634                          STATION RECOVERY (1987)
 GC2634
 GC2634'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2324 ***********************************************************************
 FE2324  DESIGNATION -  FOREST AZ MK
 FE2324  PID         -  FE2324
 FE2324  STATE/COUNTY-  TN/MADISON
 FE2324  USGS QUAD   -  JACKSON NORTH (1983)
 FE2324
 FE2324                         *CURRENT SURVEY CONTROL
 FE2324  ___________________________________________________________________
 FE2324* NAD 83(1995)-  35 38 08.22403(N)    088 49 51.72533(W)     ADJUSTED  
 FE2324* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 FE2324  ___________________________________________________________________
 FE2324  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2324  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2324
 FE2324  HORZ ORDER  -  SECOND
 FE2324
 FE2324.The horizontal coordinates were established by classical geodetic methods
 FE2324.and adjusted by the National Geodetic Survey in April 1999..
 FE2324
 FE2324.The orthometric height was scaled from a topographic map.
 FE2324
 FE2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2324
 FE2324.The geoid height was determined by GEOID03.
 FE2324
 FE2324;                    North         East     Units Scale Factor Converg.
 FE2324;SPC TN       -   148,195.598   343,621.852   MT  0.99995437   -1 39 26.6
 FE2324;SPC TN       -   486,205.06  1,127,366.03   sFT  0.99995437   -1 39 26.6
 FE2324;UTM  16      - 3,945,078.147   334,208.226   MT  0.99993872   -1 04 01.4
 FE2324
 FE2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2324!SPC TN       -   0.99998466  x   0.99995437  =   0.99993903
 FE2324!UTM  16      -   0.99998466  x   0.99993872  =   0.99992338
 FE2324
 FE2324                          SUPERSEDED SURVEY CONTROL
 FE2324
 FE2324  NAD 83(1995)-  35 38 08.22896(N)    088 49 51.73018(W) AD(       ) 2
 FE2324  NAD 83(1986)-  35 38 08.23556(N)    088 49 51.72620(W) AD(       ) 2
 FE2324  NAD 27      -  35 38 07.98200(N)    088 49 51.51900(W) AD(       ) 2
 FE2324
 FE2324.Superseded values are not recommended for survey control.
 FE2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2324.See file dsdata.txt to determine how the superseded data were derived.
 FE2324
 FE2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3420845078(NAD 83)
 FE2324_MARKER: DS = TRIANGULATION STATION DISK
 FE2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2324_STAMPING: FOREST 1951
 FE2324_MARK LOGO: CGS   
 FE2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2324+STABILITY: SURFACE MOTION
 FE2324
 FE2324  HISTORY     - Date     Condition        Report By
 FE2324  HISTORY     - 1951     MONUMENTED       CGS
 FE2324
 FE2324                          STATION DESCRIPTION
 FE2324
 FE2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2324'STATION IS LOCATED ON THE FRONT LAWN OF THE JACKSON-MADISON COUNTY
 FE2324'HOSPITAL IN THE CITY OF JACKSON, 360 FEET EAST OF THE
 FE2324'ENTRANCE TO THE HOSPITAL. IT IS 54 FEET NORTH OF POWER POLE NO. 682,
 FE2324'39 FEET SOUTHEAST OF A SWEET GUM TREE AND 28 FEET NORTH OF
 FE2324'THE CENTER OF FOREST AVE. THE MARK IS FLUSH WITH THE GROUND AND THE
 FE2324'DISK IS STAMPED FOREST 1951.
 FE2324'
 FE2324'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0615 ***********************************************************************
 GC0615  DESIGNATION -  FOREST RM 1
 GC0615  PID         -  GC0615
 GC0615  STATE/COUNTY-  TN/DAVIDSON
 GC0615  USGS QUAD   -  OAK HILL (1968)
 GC0615
 GC0615                         *CURRENT SURVEY CONTROL
 GC0615  ___________________________________________________________________
 GC0615* NAD 83(1986)-  36 07 27.     (N)    086 48 20.     (W)     SCALED    
 GC0615* NAVD 88     -       189.190  (meters)     620.70   (feet)  ADJUSTED  
 GC0615  ___________________________________________________________________
 GC0615  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0615  DYNAMIC HT  -         189.028 (meters)     620.17  (feet)  COMP
 GC0615  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GC0615
 GC0615  VERT ORDER  -  SECOND    CLASS 0
 GC0615
 GC0615.The horizontal coordinates were scaled from a topographic map and have
 GC0615.an estimated accuracy of +/- 6 seconds.
 GC0615
 GC0615.The orthometric height was determined by differential leveling
 GC0615.and adjusted by the National Geodetic Survey in June 1991..
 GC0615
 GC0615.The geoid height was determined by GEOID03.
 GC0615
 GC0615.The dynamic height is computed by dividing the NAVD 88
 GC0615.geopotential number by the normal gravity value computed on the
 GC0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0615.degrees latitude (g = 980.6199 gals.).
 GC0615
 GC0615.The modeled gravity was interpolated from observed gravity values.
 GC0615
 GC0615;                    North         East    Units  Estimated Accuracy
 GC0615;SPC TN       -   198,990.      527,490.      MT  (+/- 180 meters Scaled)
 GC0615
 GC0615                          SUPERSEDED SURVEY CONTROL
 GC0615
 GC0615  NGVD 29 (??/??/92)  189.211  (m)          620.77   (f) ADJ UNCH    2 0
 GC0615
 GC0615.Superseded values are not recommended for survey control.
 GC0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0615.See file dsdata.txt to determine how the superseded data were derived.
 GC0615
 GC0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE174977(NAD 83)
 GC0615_MARKER: DR = REFERENCE MARK DISK
 GC0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0615+STABILITY: SURFACE MOTION
 GC0615
 GC0615  HISTORY     - Date     Condition        Report By
 GC0615  HISTORY     - 1959     MONUMENTED       CGS
 GC0615  HISTORY     - 1960     GOOD             NGS
 GC0615
 GC0615                          STATION DESCRIPTION
 GC0615
 GC0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0615'AT NASHVILLE.
 GC0615'THIS MARK IS LOCATED AT THE FOREST 1959 STATION SITE, 76.5 FT.
 GC0615'SOUTHEAST OF THE STATION MARK, 47 FT. SOUTHWEST OF THE SOUTHWEST
 GC0615'CORNER OF THE FOREST HILL APARTMENTS AND 25 FT. NORTHWEST OF THE
 GC0615'NORTHWEST CORNER OF THE CEDARWOOD MANOR, SET IN THE TOP OF A
 GC0615'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2635 ***********************************************************************
 GC2635  DESIGNATION -  FOREST RM 1
 GC2635  PID         -  GC2635
 GC2635  STATE/COUNTY-  TN/STEWART
 GC2635  USGS QUAD   -  DOVER (1971)
 GC2635
 GC2635                         *CURRENT SURVEY CONTROL
 GC2635  ___________________________________________________________________
 GC2635* NAD 83(1995)-  36 25 03.43453(N)    087 50 53.92827(W)     ADJUSTED  
 GC2635* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 GC2635  ___________________________________________________________________
 GC2635  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GC2635  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC2635
 GC2635  HORZ ORDER  -  SECOND
 GC2635
 GC2635.The horizontal coordinates were established by classical geodetic methods
 GC2635.and adjusted by the National Geodetic Survey in April 1999..
 GC2635
 GC2635.The orthometric height was scaled from a topographic map.
 GC2635
 GC2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2635
 GC2635.The geoid height was determined by GEOID03.
 GC2635
 GC2635;                    North         East     Units Scale Factor Converg.
 GC2635;SPC TN       -   232,819.819   434,242.154   MT  1.00000017   -1 04 55.5
 GC2635;SPC TN       -   763,843.02  1,424,676.13   sFT  1.00000017   -1 04 55.5
 GC2635;UTM  16      - 4,030,604.566   423,947.844   MT  0.99967126   -0 30 13.1
 GC2635
 GC2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2635!SPC TN       -   0.99996972  x   1.00000017  =   0.99996989
 GC2635!UTM  16      -   0.99996972  x   0.99967126  =   0.99964099
 GC2635
 GC2635                          SUPERSEDED SURVEY CONTROL
 GC2635
 GC2635  NAD 83(1995)-  36 25 03.43630(N)    087 50 53.92969(W) AD(       ) 2
 GC2635  NAD 83(1995)-  36 25 03.43887(N)    087 50 53.93406(W) AD(       ) 2
 GC2635  NAD 83(1986)-  36 25 03.44385(N)    087 50 53.93032(W) AD(       ) 2
 GC2635  NAD 27      -  36 25 03.25600(N)    087 50 53.84200(W) AD(       ) 2
 GC2635
 GC2635.Superseded values are not recommended for survey control.
 GC2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2635.See file dsdata.txt to determine how the superseded data were derived.
 GC2635
 GC2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2394830605(NAD 83)
 GC2635_MARKER: 57 = LOOKOUT TOWER
 GC2635_SETTING: 0 = UNSPECIFIED SETTING
 GC2635_STAMPING: FOREST NO 1 1952
 GC2635_MARK LOGO: CGS   
 GC2635
 GC2635  HISTORY     - Date     Condition        Report By
 GC2635  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2635  HISTORY     - 1972     GOOD             LOCENG
 GC2635  HISTORY     - 1987     GOOD             USPSQD
 GC2635
 GC2635                          STATION DESCRIPTION
 GC2635
 GC2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2635'STATION AT THE CENTER OF THE BASE OF STATE FOREST LOOKOUT TOWER HR 29
 GC2635'WHICH IS LOCATED ABOUT 11 MILES NORTHWEST OF ERIN AND 4-1/2 MILES
 GC2635'SOUTH OF DOVER. IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH
 GC2635'WITH AN ENCLOSED OBSERVATION PLATFORM ATOP, AND IS PAINTED
 GC2635'SILVER. THE POINT OBSERVED ON AND TRAVERSED TO IS FOREST R.M. NO 1.
 GC2635'WHICH IS LOCATED AT THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 GC2635'THE DISTANCE FROM TRIANGULATION STATION FOREST TO R.M. NO. 1 IS 30.49
 GC2635'FEET (9.295 METERS).
 GC2635'
 GC2635'TO REACH THE STATION FROM THE SOUTH SIDE OF THE STEWART COUNTY
 GC2635'COURTHOUSE IN DOVER, GO SOUTH ON U.S. HIGHWAY 79 FOR 0.1 MILE
 GC2635'WHERE HIGHWAY 79 TURNS RIGHT, CONTINUE AHEAD FOR 0.4 MILE TO A
 GC2635'CROSSROAD AT THE TOP OF A HILL, TURN RIGHT AND GO 0.1 MILE ON PAVED
 GC2635'ROAD TO A SIDE ROAD LEFT AT THE FORT DONELSON NATIONAL PARK, TURN
 GC2635'LEFT AND GO 0.3 MILE TO A FORK AND THE COUNTY HIGHWAY GARAGE ON
 GC2635'THE RIGHT, TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO A
 GC2635'SIDE ROAD LEFT, CONTINUE AHEAD ON GRAVEL ROAD FOR 4.5 MILES TO A
 GC2635'CROSSROAD AT THE VILLAGE OF ASBURY, TURN LEFT AND GO EAST ON GRAVEL
 GC2635'ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON
 GC2635'GRAVEL ROAD FOR 0.25 MILE TO THE STATION AS DESCRIBED.
 GC2635
 GC2635                          STATION RECOVERY (1972)
 GC2635
 GC2635'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2635'LOOKOUT TOWER HR 29 RECOVERED IN GOOD CONDITION.
 GC2635'
 GC2635'FOREST NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2635'
 GC2635'NOTE--THIS IS ALSO FOREST REF. NO. 1.
 GC2635'SEE ORIGINAL DESCRIPTION.
 GC2635'
 GC2635'DISTANCE AND DIRECTION FROM NEAREST TOWN 11 MILES N. W. OF ERIE.
 GC2635
 GC2635                          STATION RECOVERY (1987)
 GC2635
 GC2635'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC2635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0613 ***********************************************************************
 GC0613  DESIGNATION -  FOREST RM 2
 GC0613  PID         -  GC0613
 GC0613  STATE/COUNTY-  TN/DAVIDSON
 GC0613  USGS QUAD   -  OAK HILL (1968)
 GC0613
 GC0613                         *CURRENT SURVEY CONTROL
 GC0613  ___________________________________________________________________
 GC0613* NAD 83(1986)-  36 07 27.     (N)    086 48 20.     (W)     SCALED    
 GC0613* NAVD 88     -       186.361  (meters)     611.42   (feet)  ADJUSTED  
 GC0613  ___________________________________________________________________
 GC0613  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0613  DYNAMIC HT  -         186.201 (meters)     610.89  (feet)  COMP
 GC0613  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GC0613
 GC0613  VERT ORDER  -  SECOND    CLASS 0
 GC0613
 GC0613.The horizontal coordinates were scaled from a topographic map and have
 GC0613.an estimated accuracy of +/- 6 seconds.
 GC0613
 GC0613.The orthometric height was determined by differential leveling
 GC0613.and adjusted by the National Geodetic Survey in June 1991..
 GC0613
 GC0613.The geoid height was determined by GEOID03.
 GC0613
 GC0613.The dynamic height is computed by dividing the NAVD 88
 GC0613.geopotential number by the normal gravity value computed on the
 GC0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0613.degrees latitude (g = 980.6199 gals.).
 GC0613
 GC0613.The modeled gravity was interpolated from observed gravity values.
 GC0613
 GC0613;                    North         East    Units  Estimated Accuracy
 GC0613;SPC TN       -   198,990.      527,490.      MT  (+/- 180 meters Scaled)
 GC0613
 GC0613                          SUPERSEDED SURVEY CONTROL
 GC0613
 GC0613  NGVD 29 (??/??/92)  186.382  (m)          611.49   (f) ADJ UNCH    2 0
 GC0613
 GC0613.Superseded values are not recommended for survey control.
 GC0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0613.See file dsdata.txt to determine how the superseded data were derived.
 GC0613
 GC0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE174977(NAD 83)
 GC0613_MARKER: DR = REFERENCE MARK DISK
 GC0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0613_STAMPING: FOREST NO 2 1959
 GC0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0613+STABILITY: SURFACE MOTION
 GC0613
 GC0613  HISTORY     - Date     Condition        Report By
 GC0613  HISTORY     - 1959     MONUMENTED       CGS
 GC0613  HISTORY     - 1960     GOOD             NGS
 GC0613
 GC0613                          STATION DESCRIPTION
 GC0613
 GC0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0613'AT NASHVILLE.
 GC0613'THIS MARK IS LOCATED AT THE FOREST 1959 STATION SITE, 77.5 FT.
 GC0613'SOUTHWEST OF THE STATION MARK, 12 FT. SOUTH OF THE CENTER OF THE
 GC0613'DRIVEWAY INTO CEDARWOOD MANOR, 2 FT. NORTHEAST OF THE SOUTH
 GC0613'CORNER POST OF THE DRIVEWAY INTO CEDARWOOD MANOR AND ABOUT 2 FT.
 GC0613'LOWER THAN THE STATION, SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GC0613'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3588 ***********************************************************************
 GA3588  DESIGNATION -  FORGE
 GA3588  PID         -  GA3588
 GA3588  STATE/COUNTY-  TN/CLAIBORNE
 GA3588  USGS QUAD   -  WHEELER (1978)
 GA3588
 GA3588                         *CURRENT SURVEY CONTROL
 GA3588  ___________________________________________________________________
 GA3588* NAD 83(1995)-  36 33 45.66827(N)    083 35 51.02500(W)     ADJUSTED  
 GA3588* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 GA3588  ___________________________________________________________________
 GA3588  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 GA3588  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA3588
 GA3588  HORZ ORDER  -  THIRD
 GA3588
 GA3588.The horizontal coordinates were established by classical geodetic methods
 GA3588.and adjusted by the National Geodetic Survey in April 1999..
 GA3588
 GA3588.The orthometric height was scaled from a topographic map.
 GA3588
 GA3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3588
 GA3588.The geoid height was determined by GEOID03.
 GA3588
 GA3588;                    North         East     Units Scale Factor Converg.
 GA3588;SPC TN       -   249,992.075   815,053.040   MT  1.00002916   +1 24 23.5
 GA3588;SPC TN       -   820,182.33  2,674,053.18   sFT  1.00002916   +1 24 23.5
 GA3588;SPC VA S     - 1,037,770.075 3,043,879.113   MT  1.00004328   -3 05 37.7
 GA3588;SPC VA S     - 3,404,750.65  9,986,460.06   sFT  1.00004328   -3 05 37.7
 GA3588;SPC KY1Z     - 1,027,678.518 1,692,703.405   MT  1.00016519   +1 19 17.6
 GA3588;SPC KY1Z     - 3,371,641.94  5,553,477.75   sFT  1.00016519   +1 19 17.6
 GA3588;SPC KY S     -   527,647.314   692,678.804   MT  1.00003535   +1 18 19.5
 GA3588;SPC KY S     - 1,731,122.90  2,272,563.71   sFT  1.00003535   +1 18 19.5
 GA3588;UTM  17      - 4,049,501.572   267,543.906   MT  1.00026579   -1 32 52.9
 GA3588
 GA3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3588!SPC TN       -   0.99992119  x   1.00002916  =   0.99995034
 GA3588!SPC VA S     -   0.99992119  x   1.00004328  =   0.99996446
 GA3588!SPC KY1Z     -   0.99992119  x   1.00016519  =   1.00008636
 GA3588!SPC KY S     -   0.99992119  x   1.00003535  =   0.99995653
 GA3588!UTM  17      -   0.99992119  x   1.00026579  =   1.00018696
 GA3588
 GA3588:                Primary Azimuth Mark                     Grid Az
 GA3588:SPC TN       -  FORGE AZ MK                              076 28 45.4
 GA3588:SPC VA S     -  FORGE AZ MK                              080 58 46.6
 GA3588:SPC KY1Z     -  FORGE AZ MK                              076 33 51.3
 GA3588:SPC KY S     -  FORGE AZ MK                              076 34 49.4
 GA3588:UTM  17      -  FORGE AZ MK                              079 26 01.8
 GA3588
 GA3588|---------------------------------------------------------------------|
 GA3588| PID    Reference Object                     Distance      Geod. Az  |
 GA3588|                                                           dddmmss.s |
 GA3588| DB9363 FORGE AZ MK                                        0775308.9 |
 GA3588| DB9364 FORGE RM 1                           50.987 METERS 15354     |
 GA3588| DB9365 FORGE RM 2                           10.939 METERS 20808     |
 GA3588|---------------------------------------------------------------------|
 GA3588
 GA3588                          SUPERSEDED SURVEY CONTROL
 GA3588
 GA3588  NAD 83(1995)-  36 33 45.66826(N)    083 35 51.02510(W) AD(       ) 3
 GA3588  NAD 83(1995)-  36 33 45.66653(N)    083 35 51.00983(W) AD(       ) 3
 GA3588  NAD 83(1995)-  36 33 45.67796(N)    083 35 51.02930(W) AD(       ) 3
 GA3588  NAD 83(1986)-  36 33 45.67799(N)    083 35 51.02928(W) AD(       ) 3
 GA3588  NAD 27      -  36 33 45.38900(N)    083 35 51.36300(W) AD(       ) 3
 GA3588
 GA3588.Superseded values are not recommended for survey control.
 GA3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3588.See file dsdata.txt to determine how the superseded data were derived.
 GA3588
 GA3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6754449502(NAD 83)
 GA3588_MARKER: DD = SURVEY DISK
 GA3588_SETTING: 80 = SET IN A BOULDER
 GA3588_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3588
 GA3588  HISTORY     - Date     Condition        Report By
 GA3588  HISTORY     - 1934     MONUMENTED       USGS
 GA3588  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA3588
 GA3588                          STATION DESCRIPTION
 GA3588
 GA3588'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (MAH)
 GA3588'STATION IS ABOUT 4 MILES SE OF CUMBERLAND GAP, ABOUT 1-1/2 MILES SW
 GA3588'OF FORGE SCHOOL,
 GA3588'ON FORGE RIDGE (A LOW, BARE, ROUNDED KNOLL), ABOUT
 GA3588'25 YARDS E OF W EDGE OF KNOLL, NEAR
 GA3588'NW APEX OF TRIANGULAR PLOT OF
 GA3588'UNCULTIVATED LAND, AND 105 FEET SSE OF 8-INCH WALNUT
 GA3588'WITH TRIANGULAR BLAZE.
 GA3588'
 GA3588'STATION MARK IS UNITED STATES GEOLOGICAL SURVEY DISK IN BURIED
 GA3588'GRANITE POST.
 GA3588'
 GA3588'REFERENCE MARK NO. 1 IS IN ROCK OUTCROP AT S EDGE OF SUMMIT AND
 GA3588'167.28 FEET FROM STATION S 26 DEG 06 MIN E.
 GA3588'
 GA3588'REFERENCE MARK NO. 2 IS IN BURIED GRANITE POST AT EDGE OF SUMMIT AND
 GA3588'35.89 FEET FROM STATION S 28 DEG 08 MIN W.
 GA3588'
 GA3588'AZIMUTH MARK IS IN BURIED ROCK ON ADJOINING KNOLL, AT N EDGE OF
 GA3588'CULTIVATED FIELD,
 GA3588'ABOUT 100 YARDS ENE OF BARN, 80 FEET W OF W EDGE OF
 GA3588'WOODS, 4 FEET S OF CENTER LINE OF
 GA3588'FIELD ROAD, AND ABOUT 0.5 MILE FROM
 GA3588'STATION N 77 DEG 53 MIN E.  STATIONS
 GA3588'VIRGINIA CORNER 2
 GA3588'AND PINNACLE (USGS) ARE VISIBLE FROM GROUND.
 GA3588'
 GA3588'TO REACH FROM JUNCTION OF U. S. HIGHWAY 25 E AND U. S. HIGHWAY 58,
 GA3588'FOLLOW U.  S.
 GA3588'HIGHWAY 58 E 2.7 MILES, TURN RIGHT ONTO MACADAM
 GA3588'T-ROAD, GO 0.15 MILE TO FORK,
 GA3588'TURN LEFT AND FOLLOW MAIN ROAD 4 MILES,
 GA3588'TURN RIGHT AROUND FORGE SCHOOL BUILDING (BRICK),
 GA3588'CONTINUE 0.8 MILE ON
 GA3588'MAIN ROAD TO CROSS ROAD, TURN RIGHT UP GRADE, GO 0.9 MILE, TURN
 GA3588'FORK AND FOLLOW
 GA3588'DIM ROAD TO TOP OF KNOLL AND STATION SITE.
 GA3588
 GA3588                          STATION RECOVERY (1980)
 GA3588
 GA3588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3588'REFERENCE MARK 2 WAS FOUND UPROOTED AND IN WOODS.  REFERENCE MARK 1
 GA3588'WAS NOT FOUND AND ASSUMED DESTROYED BY FARMING.  THE STATION MARK WAS
 GA3588'NOT FOUND AND IS ALSO ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0932 ***********************************************************************
 FD0932  DESIGNATION -  FORK
 FD0932  PID         -  FD0932
 FD0932  STATE/COUNTY-  TN/LAWRENCE
 FD0932  USGS QUAD   -  SUMMERTOWN (1976)
 FD0932
 FD0932                         *CURRENT SURVEY CONTROL
 FD0932  ___________________________________________________________________
 FD0932* NAD 83(1995)-  35 24 20.74186(N)    087 16 49.89992(W)     ADJUSTED  
 FD0932* NAVD 88     -       287.185  (meters)     942.21   (feet)  ADJUSTED  
 FD0932  ___________________________________________________________________
 FD0932  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FD0932  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0932  DYNAMIC HT  -         286.918 (meters)     941.33  (feet)  COMP
 FD0932  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0932
 FD0932  HORZ ORDER  -  SECOND
 FD0932  VERT ORDER  -  FIRST     CLASS II
 FD0932
 FD0932.The horizontal coordinates were established by classical geodetic methods
 FD0932.and adjusted by the National Geodetic Survey in April 1999..
 FD0932
 FD0932.The orthometric height was determined by differential leveling
 FD0932.and adjusted by the National Geodetic Survey in June 1991..
 FD0932
 FD0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0932
 FD0932.The geoid height was determined by GEOID03.
 FD0932
 FD0932.The dynamic height is computed by dividing the NAVD 88
 FD0932.geopotential number by the normal gravity value computed on the
 FD0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0932.degrees latitude (g = 980.6199 gals.).
 FD0932
 FD0932.The modeled gravity was interpolated from observed gravity values.
 FD0932
 FD0932;                    North         East     Units Scale Factor Converg.
 FD0932;SPC TN       -   119,746.480   483,689.046   MT  0.99997617   -0 44 58.8
 FD0932;SPC TN       -   392,868.24  1,586,903.15   sFT  0.99997617   -0 44 58.8
 FD0932;UTM  16      - 3,918,078.123   474,528.353   MT  0.99960800   -0 09 45.1
 FD0932
 FD0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0932!SPC TN       -   0.99995929  x   0.99997617  =   0.99993546
 FD0932!UTM  16      -   0.99995929  x   0.99960800  =   0.99956731
 FD0932
 FD0932|---------------------------------------------------------------------|
 FD0932| PID    Reference Object                     Distance      Geod. Az  |
 FD0932|                                                           dddmmss.s |
 FD0932| FD0931 FORK RM 1                            28.087 METERS 15739     |
 FD0932| FD0933 FORK RM 2                            25.267 METERS 34421     |
 FD0932| FD0934 FORK AZ MK                                         3450204.9 |
 FD0932|---------------------------------------------------------------------|
 FD0932
 FD0932                          SUPERSEDED SURVEY CONTROL
 FD0932
 FD0932  NAD 83(1995)-  35 24 20.74502(N)    087 16 49.90126(W) AD(       ) 2
 FD0932  NAD 83(1995)-  35 24 20.74673(N)    087 16 49.90173(W) AD(       ) 2
 FD0932  NAD 83(1986)-  35 24 20.75282(N)    087 16 49.90040(W) AD(       ) 2
 FD0932  NAD 27      -  35 24 20.47020(N)    087 16 49.84850(W) AD(       ) 2
 FD0932  NGVD 29 (??/??/92)  287.157  (m)          942.11   (f) ADJ UNCH    1 2
 FD0932
 FD0932.Superseded values are not recommended for survey control.
 FD0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0932.See file dsdata.txt to determine how the superseded data were derived.
 FD0932
 FD0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7452818078(NAD 83)
 FD0932_MARKER: DD = SURVEY DISK
 FD0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0932_STAMPING: FORK 1962
 FD0932_MARK LOGO: TNHD  
 FD0932_PROJECTION: FLUSH
 FD0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0932+STABILITY: SURFACE MOTION
 FD0932
 FD0932  HISTORY     - Date     Condition        Report By
 FD0932  HISTORY     - 1962     MONUMENTED       TNHD
 FD0932  HISTORY     - 1962     GOOD             TNHD
 FD0932  HISTORY     - 1983     GOOD             NGS
 FD0932
 FD0932                          STATION DESCRIPTION
 FD0932
 FD0932'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0932'THE STATION IS ABOUT 13 MILES NORTH OF LAWRENCEBURG.
 FD0932'
 FD0932'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND U S
 FD0932'HIGHWAY 43 IN LAWRENCEBURG,
 FD0932'GO NORTH ON U S HIGHWAY 43 FOR 12.45 MILES TO THE
 FD0932'STATION ON THE RIGHT.
 FD0932'
 FD0932'THE STATION IS 56 FEET EAST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0932'43, 45 FEET NORTH OF THE
 FD0932'APPROXIMATE CENTER OF A DRIVEWAY AND 42 FEET
 FD0932'NORTHWEST OF A 48-INCH OAK TREE.
 FD0932'THE SURFACE AND UNDERGROUND MARKS
 FD0932'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 FD0932'ARE STAMPED FORK
 FD0932'1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 FD0932'THE SURFACE DISK
 FD0932'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0932'
 FD0932'REFERENCE MARK NO 1 IS 71 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0932'HIGHWAY 43, 47 FEET SOUTH
 FD0932'OF THE APPROXIMATE CENTER OF A DRIVEWAY AND 46 FEET
 FD0932'EAST OF THE EAST END OF A CULVERT.
 FD0932'IT IS A STANDARD TENNESSEE
 FD0932'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD0932'FLUSH, CONCRETE
 FD0932'MONUMENT AND THE DISK IS STAMPED FORK RM 1 1962.
 FD0932'
 FD0932'REFERENCE MARK NO 2 IS 54 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0932'HIGHWAY 43.  IT IS
 FD0932'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0932'10-INCH SQUARE, FLUSH,
 FD0932'CONCRETE MONUMENT AND THE DISK IS STAMPED FORK RM 2 1962.
 FD0932'
 FD0932'THE AZIMUTH MARK IS 51 FEET SOUTH OF THE WEST END OF A CULVERT, 30
 FD0932'FEET WEST OF THE APPROXIMATE
 FD0932'CENTER OF U S HIGHWAY 43 AND 15 FEET SOUTH OF THE
 FD0932'APPROXIMATE CENTER OF A DRIVEWAY.
 FD0932'IT IS A STANDARD TENNESSEE HIGHWAY
 FD0932'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0932'CONCRETE MONUMENT AND
 FD0932'THE DISK IS STAMPED FORK AZI 1962.
 FD0932'
 FD0932'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U S HIGHWAY
 FD0932'43 FOR 0.25 MILE TO THE
 FD0932'AZIMUTH MARK ON THE LEFT.
 FD0932'
 FD0932'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0932'
 FD0932'HEIGHT OF LIGHT ABOVE STATION MARK 30.38 METERS.
 FD0932
 FD0932                          STATION RECOVERY (1962)
 FD0932
 FD0932'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0932'13 MI N FROM LAWRENCEBURG.
 FD0932'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0932'LAWRENCEBURG, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 12.45 MILES TO
 FD0932'THE STATION ON THE RIGHT.  THE STATION MARK IS 56 FEET EAST OF
 FD0932'THE CENTER OF U.S. HIGHWAY 43, 45 FEET NORTH OF THE CENTER OF A
 FD0932'DRIVEWAY AND 42 FEET NORTHWEST OF A 48-INCH OAK TREE.  THE MARK
 FD0932'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0932'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0932
 FD0932                          STATION RECOVERY (1983)
 FD0932
 FD0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0932'RECOVERED IN GOOD CONDITION.  NOTE, THE OAK TREE NO LONGER STANDS.
 FD0932'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1171 ***********************************************************************
 FD1171  DESIGNATION -  FORK
 FD1171  PID         -  FD1171
 FD1171  STATE/COUNTY-  TN/HICKMAN
 FD1171  USGS QUAD   -  SPOT (1942)
 FD1171
 FD1171                         *CURRENT SURVEY CONTROL
 FD1171  ___________________________________________________________________
 FD1171* NAD 83(1995)-  35 55 44.10913(N)    087 35 16.36399(W)     ADJUSTED  
 FD1171* NAVD 88     -       209.395  (meters)     686.99   (feet)  ADJUSTED  
 FD1171  ___________________________________________________________________
 FD1171  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FD1171  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD1171  DYNAMIC HT  -         209.212 (meters)     686.39  (feet)  COMP
 FD1171  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 FD1171
 FD1171  HORZ ORDER  -  SECOND
 FD1171  VERT ORDER  -  SECOND    CLASS 0
 FD1171
 FD1171.The horizontal coordinates were established by classical geodetic methods
 FD1171.and adjusted by the National Geodetic Survey in April 1999..
 FD1171
 FD1171.The orthometric height was determined by differential leveling
 FD1171.and adjusted by the National Geodetic Survey in June 1991..
 FD1171
 FD1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1171
 FD1171.The geoid height was determined by GEOID03.
 FD1171
 FD1171.The dynamic height is computed by dividing the NAVD 88
 FD1171.geopotential number by the normal gravity value computed on the
 FD1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1171.degrees latitude (g = 980.6199 gals.).
 FD1171
 FD1171.The modeled gravity was interpolated from observed gravity values.
 FD1171
 FD1171;                    North         East     Units Scale Factor Converg.
 FD1171;SPC TN       -   178,191.217   456,716.101   MT  0.99994977   -0 55 46.6
 FD1171;SPC TN       -   584,615.68  1,498,409.41   sFT  0.99994977   -0 55 46.6
 FD1171;UTM  16      - 3,976,224.247   446,968.075   MT  0.99963465   -0 20 41.9
 FD1171
 FD1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1171!SPC TN       -   0.99997161  x   0.99994977  =   0.99992139
 FD1171!UTM  16      -   0.99997161  x   0.99963465  =   0.99960627
 FD1171
 FD1171:                Primary Azimuth Mark                     Grid Az
 FD1171:SPC TN       -  HICK                                     057 14 55.8
 FD1171:UTM  16      -  HICK                                     056 39 51.1
 FD1171
 FD1171|---------------------------------------------------------------------|
 FD1171| PID    Reference Object                     Distance      Geod. Az  |
 FD1171|                                                           dddmmss.s |
 FD1171| FD1178 HICK                                APPROX. 3.5 KM 0561909.2 |
 FD1171| FD1172 FORK RM 1                            20.162 METERS 10155     |
 FD1171| FD1170 FORK RM 2                            20.036 METERS 20336     |
 FD1171|---------------------------------------------------------------------|
 FD1171
 FD1171                          SUPERSEDED SURVEY CONTROL
 FD1171
 FD1171  NAD 83(1995)-  35 55 44.11123(N)    087 35 16.36774(W) AD(       ) 2
 FD1171  NAD 83(1986)-  35 55 44.11948(N)    087 35 16.36571(W) AD(       ) 2
 FD1171  NAD 27      -  35 55 43.89370(N)    087 35 16.29970(W) AD(       ) 2
 FD1171  NGVD 29 (??/??/92)  209.410  (m)          687.04   (f) ADJ UNCH    2 0
 FD1171
 FD1171.Superseded values are not recommended for survey control.
 FD1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1171.See file dsdata.txt to determine how the superseded data were derived.
 FD1171
 FD1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4696876224(NAD 83)
 FD1171_MARKER: DE = TRAVERSE STATION DISK
 FD1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1171_STAMPING: FORK 1959
 FD1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1171+STABILITY: SURFACE MOTION
 FD1171
 FD1171  HISTORY     - Date     Condition        Report By
 FD1171  HISTORY     - 1959     MONUMENTED       CGS
 FD1171  HISTORY     - 1959     GOOD             CGS
 FD1171
 FD1171                          STATION DESCRIPTION
 FD1171
 FD1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1171'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHEAST OF ONLY, 3 MILES
 FD1171'NORTH- NORTHEAST OF
 FD1171'SPOT AND 3 MILES SOUTH OF POPLAR GROVE ON THE SOUTHEAST
 FD1171'SLOPE OF A WOODED RIDGE.
 FD1171'
 FD1171'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, GO NORTHEAST ON A
 FD1171'BLACK- TOPPED ROAD FOR
 FD1171'6.5 MILES TO A T-ROAD LEFT, THIS IS ABOUT 0.15 MILE
 FD1171'WEST OF THE STORE IN SPOT.  HERE
 FD1171'TURN LEFT AND GO 0.55 MILE TO A
 FD1171'FORK, TAKE THE RIGHT FORK AND GO 1.1 MILES TO A
 FD1171'T-JUNCTION, TURN LEFT
 FD1171'AND GO 1.95 MILES TO A T-JUNCTION, TURN LEFT AND GO 0.35 MILE TO A
 FD1171'FARM LANE ON
 FD1171'THE RIGHT, TURN SHARP RIGHT, UP A BANK, AND GO NORTH,
 FD1171'THEN EAST ABOUT 150 FEET TO A
 FD1171'WIRE GATE.  PASS THROUGH THIS GATE AND
 FD1171'GO ABOUT 150 FEET EAST ON A DIM TRACK ROAD TO A
 FD1171'DIM TRACKS LEADING
 FD1171'LEFT, NORTH, TURN LEFT ON THE DIM TRACKS AND GO 0.1 MILE TO THE
 FD1171'STATION AS
 FD1171'DESCRIBED.
 FD1171'
 FD1171'THE STATION IS A STANDARD TRAVERSE DISK WITH AN UNDERGROUND MARK, IS
 FD1171'SET IN THE TOP OF A SQUARE
 FD1171'CONCRETE POST ABOUT FLUSH WITH THE SURFACE OF THE
 FD1171'GROUND AND THE DISK IS STAMPED
 FD1171'FORK 1959.  IT IS 16 FEET
 FD1171'NORTH-NORTHWEST OF A 12-INCH OAK TREE WITH A
 FD1171'TRIANGLE BLAZE AND 12.5
 FD1171'FEET SOUTHWEST OF A WITNESS POST.
 FD1171'
 FD1171'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FD1171'CONCRETE POST SET FLUSH
 FD1171'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FD1171'FORK NO 1 1959.  IT IS 9 FEET
 FD1171'SOUTHWEST OF AN OAK TREE WITH A
 FD1171'TRIANGLE BLAZE.
 FD1171'
 FD1171'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FD1171'CONCRETE POST SET FLUSH
 FD1171'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FD1171'FORK NO 2 1959.  IT IS 7 FEET
 FD1171'NORTH OF AN OAK TREE WITH A TRIANGLE
 FD1171'BLAZE.
 FD1171'
 FD1171'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION AS NO SUITABLE
 FD1171'LOCATION COULD BE FOUND.
 FD1171'
 FD1171'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
 FD1171
 FD1171                          STATION RECOVERY (1959)
 FD1171
 FD1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1171'10.4 MI NE FROM ONLY.
 FD1171'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1171'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1171'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A
 FD1171'GRAVELED ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD,
 FD1171'THENCE 2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION,
 FD1171'THENCE 1.95 MILES WEST AND NORTHEAST TO A FARM ROAD, THENCE
 FD1171'NORTH AND EAST ABOUT 150 FT. TO A WIRE GATE.  PASS THROUGH THIS
 FD1171'GATE AND GO ABOUT 150 FT. EAST TO DIM TRACKS LEADING NORTH,
 FD1171'THENCE GO NORTH FOR 0.1 MILE TO THE STATION AS DESCRIBED, 16 FT.
 FD1171'NORTH-NORTHWEST OF A 12-INCH OAK TREE WITH A TRIANGLE BLAZE,
 FD1171'12.5 FT. SOUTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 FD1171'CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3369 ***********************************************************************
 GA3369  DESIGNATION -  FORK
 GA3369  PID         -  GA3369
 GA3369  STATE/COUNTY-  TN/CARTER
 GA3369  USGS QUAD   -  ELIZABETHTON (1968)
 GA3369
 GA3369                         *CURRENT SURVEY CONTROL
 GA3369  ___________________________________________________________________
 GA3369* NAD 83(1995)-  36 15 08.41648(N)    082 10 33.31730(W)     ADJUSTED  
 GA3369* NAVD 88     -      1102.     (meters)    3615.     (feet)  SCALED    
 GA3369  ___________________________________________________________________
 GA3369  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 GA3369  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA3369
 GA3369  HORZ ORDER  -  FIRST
 GA3369
 GA3369.The horizontal coordinates were established by classical geodetic methods
 GA3369.and adjusted by the National Geodetic Survey in April 1999..
 GA3369
 GA3369.The orthometric height was scaled from a topographic map.
 GA3369
 GA3369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3369
 GA3369.The geoid height was determined by GEOID03.
 GA3369
 GA3369;                    North         East     Units Scale Factor Converg.
 GA3369;SPC TN       -   219,627.788   943,595.208   MT  0.99997498   +2 14 19.6
 GA3369;SPC TN       -   720,562.17  3,095,778.61   sFT  0.99997498   +2 14 19.6
 GA3369;SPC NC       -   282,165.869   324,204.998   MT  1.00002504   -1 49 59.0
 GA3369;SPC NC       -   925,739.19  1,063,662.56   sFT  1.00002504   -1 49 59.0
 GA3369;UTM  17      - 4,012,578.151   394,353.406   MT  0.99973752   -0 41 43.6
 GA3369
 GA3369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3369!SPC TN       -   0.99983197  x   0.99997498  =   0.99980696
 GA3369!SPC NC       -   0.99983197  x   1.00002504  =   0.99985701
 GA3369!UTM  17      -   0.99983197  x   0.99973752  =   0.99956954
 GA3369
 GA3369|---------------------------------------------------------------------|
 GA3369| PID    Reference Object                     Distance      Geod. Az  |
 GA3369|                                                           dddmmss.s |
 GA3369| DB9367 FORK RM 2                             3.635 METERS 04802     |
 GA3369| GA3380 ROAN HIGH BLUFF RESET               APPROX.17.9 KM 1711131.0 |
 GA3369| DB9366 FORK RM 1                             4.038 METERS 27526     |
 GA3369|---------------------------------------------------------------------|
 GA3369
 GA3369                          SUPERSEDED SURVEY CONTROL
 GA3369
 GA3369  NAD 83(1995)-  36 15 08.42314(N)    082 10 33.32264(W) AD(       ) 1
 GA3369  NAD 83(1995)-  36 15 08.42177(N)    082 10 33.32371(W) AD(       ) 1
 GA3369  NAD 83(1995)-  36 15 08.42411(N)    082 10 33.32452(W) AD(       ) 1
 GA3369  NAD 83(1986)-  36 15 08.42383(N)    082 10 33.32455(W) AD(       ) 1
 GA3369  NAD 27      -  36 15 08.02600(N)    082 10 33.85400(W) AD(       ) 1
 GA3369
 GA3369.Superseded values are not recommended for survey control.
 GA3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3369.See file dsdata.txt to determine how the superseded data were derived.
 GA3369
 GA3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9435312578(NAD 83)
 GA3369_MARKER: DS = TRIANGULATION STATION DISK
 GA3369_SETTING: 80 = SET IN A BOULDER
 GA3369_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3369
 GA3369  HISTORY     - Date     Condition        Report By
 GA3369  HISTORY     - 1930     MONUMENTED       CGS
 GA3369
 GA3369                          STATION DESCRIPTION
 GA3369
 GA3369'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAS)
 GA3369'ABOUT 7 MILES NORTHWEST OF VILLAGE OF ROAN MOUNTAIN, 2-1/2 MILES
 GA3369'SOUTH OF VILLAGE
 GA3369'OF HAMPTON, AND ON HIGHEST POINT OF FORK MOUNTAIN
 GA3369'WHICH IS WOODED WITH LARGE HARDWOOD
 GA3369'TREES.  TO REACH FROM W.M.  HILLS
 GA3369'STORE ON MAIN HIGHWAY ABOUT 8 MILES BY ROAD FROM ROAN
 GA3369'MOUNTAIN AND
 GA3369'ABOUT 6 MILES BY ROAD FROM HAMPTON, TURN ONTO DIRT ROAD LEADING NORTH
 GA3369'ON WEST SIDE OF
 GA3369'STORE AND FOLLOW ABOUT 1/2 MILE TO FORK IN SMALL
 GA3369'STREAM, TURN LEFT UP BANK AND GO
 GA3369'ABOUT 1/2 MILE TO HOUSE OCCUPIED BY
 GA3369'DAVE HONEYCUTT AND LOCALLY KNOWN FOR ITS
 GA3369'BOWL-SHAPED SPRING IN SOLID
 GA3369'ROCK.  THIS IS AS FAR AS CAR CAN BE DRIVEN.  IT IS ABOUT A
 GA3369'50-MINUTE WALK
 GA3369'FROM HERE TO STATION SITE.  CONTINUE ALONG ROAD AS IT SWINGS TO
 GA3369'RIGHT, AT FORK ABOUT 75
 GA3369'YARDS FROM HOUSE TURN RIGHT AND CONTINUE PAST
 GA3369'SPOT WHERE A HOUSE HAS BURNED ON LEFT AND
 GA3369'ANOTHER SMALL HOUSE IS ON
 GA3369'LEFT.  AT FORK JUST BEYOND THIS HOUSE MAKE SHARP TURN BACK
 GA3369'TO LEFT ALONG
 GA3369'DIM ROAD AND FOLLOW IT UP DRAW AND BACK TO RIGHT ALONG EAST
 GA3369'SIDE OF MOUNTAIN BEYOND
 GA3369'PLACE WHERE IT GOES DOWN INTO DRAW.  SHORT
 GA3369'DISTANCE FROM HERE IT SWINGS FROM WEST TO
 GA3369'NORTH IN BOTTOM OF DRAW AT
 GA3369'OLD APPLE TREE.  LEAVE ROAD HERE AND GO WEST UP DRAW TO TOP
 GA3369'OF RIDGE, TURN
 GA3369'RIGHT AND GO NORTH ALONG RIDGE ABOUT 1/4 MILE TO HIGHEST POINT
 GA3369'AND STATION SITE.
 GA3369'MARKED BY STANDARD STATION DISK IN BOULDER,
 GA3369'ABOUT 6 INCHES BELOW SURFACE OF
 GA3369'GROUND.  THERE IS NO UNDERGROUND
 GA3369'MARK.  REFERENCE MARKS ARE STANDARD REFERENCE MARKS
 GA3369'IN BOULDERS,
 GA3369'WHICH PROJECT ABOUT 2 INCHES ABOVE SURFACE OF GROUND.  ROCK
 GA3369'CAIRN IS BUILT
 GA3369'OVER EACH OF THREE MARKS.  REFERENCE MARK NO.  1 IS
 GA3369'3.635 METERS (11.93 FEET) FROM
 GA3369'STATION.  NO. 2 IS 4.038 METERS (13.25 FEET) FROM STATION
 GA3369'N 84 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0934 ***********************************************************************
 FD0934  DESIGNATION -  FORK AZ MK
 FD0934  PID         -  FD0934
 FD0934  STATE/COUNTY-  TN/LAWRENCE
 FD0934  USGS QUAD   -  SUMMERTOWN (1976)
 FD0934
 FD0934                         *CURRENT SURVEY CONTROL
 FD0934  ___________________________________________________________________
 FD0934* NAD 83(1986)-  35 24 34.     (N)    087 16 54.     (W)     SCALED    
 FD0934* NAVD 88     -       286.005  (meters)     938.33   (feet)  ADJUSTED  
 FD0934  ___________________________________________________________________
 FD0934  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0934  DYNAMIC HT  -         285.739 (meters)     937.46  (feet)  COMP
 FD0934  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 FD0934
 FD0934  VERT ORDER  -  FIRST     CLASS II
 FD0934
 FD0934.The horizontal coordinates were scaled from a topographic map and have
 FD0934.an estimated accuracy of +/- 6 seconds.
 FD0934
 FD0934.The orthometric height was determined by differential leveling
 FD0934.and adjusted by the National Geodetic Survey in June 1991..
 FD0934
 FD0934.The geoid height was determined by GEOID03.
 FD0934
 FD0934.The dynamic height is computed by dividing the NAVD 88
 FD0934.geopotential number by the normal gravity value computed on the
 FD0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0934.degrees latitude (g = 980.6199 gals.).
 FD0934
 FD0934.The modeled gravity was interpolated from observed gravity values.
 FD0934
 FD0934;                    North         East    Units  Estimated Accuracy
 FD0934;SPC TN       -   120,160.      483,590.      MT  (+/- 180 meters Scaled)
 FD0934
 FD0934                          SUPERSEDED SURVEY CONTROL
 FD0934
 FD0934  NGVD 29 (??/??/92)  285.984  (m)          938.27   (f) ADJ UNCH    1 2
 FD0934
 FD0934.Superseded values are not recommended for survey control.
 FD0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0934.See file dsdata.txt to determine how the superseded data were derived.
 FD0934
 FD0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE744184(NAD 83)
 FD0934_MARKER: DD = SURVEY DISK
 FD0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0934_STAMPING: FORK AZI 1962
 FD0934_MARK LOGO: TNHD  
 FD0934_PROJECTION: FLUSH
 FD0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0934+STABILITY: SURFACE MOTION
 FD0934
 FD0934  HISTORY     - Date     Condition        Report By
 FD0934  HISTORY     - 1962     MONUMENTED       TNHD
 FD0934  HISTORY     - 1983     GOOD             NGS
 FD0934
 FD0934                          STATION DESCRIPTION
 FD0934
 FD0934'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0934'13 MI N FROM LAWRENCEBURG.
 FD0934'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0934'LAWRENCEBURG, GO NORTHERLY ON U.S. HIGHWAY 43 FOR 12.70
 FD0934'MILES TO THE MARK ON THE LEFT.  THE AZIMUTH MARK IS 30 FEET WEST
 FD0934'OF THE CENTERLINE OF U.S. HIGHWAY 43, 15 FEET SOUTH OF THE CENTER
 FD0934'OF A DRIVEWAY AND 51 FEET SOUTH OF THE WEST END OF A CULVERT.
 FD0934'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0934'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0934
 FD0934                          STATION RECOVERY (1983)
 FD0934
 FD0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0934'RECOVERED IN GOOD CONDITION.  ADDITIONAL MEASUREMENTS FOLLOW.
 FD0934'11.49 METERS (37.7 FT) SOUTH OF THE SOUTH END OF A BOX CULVERT UNDER
 FD0934'HIGHWAY 43, AND 19.72 METERS (64.7 FT) EAST OF A BARBWIRE FENCE LINE.
 FD0934'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0931 ***********************************************************************
 FD0931  DESIGNATION -  FORK RM 1
 FD0931  PID         -  FD0931
 FD0931  STATE/COUNTY-  TN/LAWRENCE
 FD0931  USGS QUAD   -  SUMMERTOWN (1976)
 FD0931
 FD0931                         *CURRENT SURVEY CONTROL
 FD0931  ___________________________________________________________________
 FD0931* NAD 83(1986)-  35 24 21.     (N)    087 16 49.     (W)     SCALED    
 FD0931* NAVD 88     -       284.288  (meters)     932.70   (feet)  ADJUSTED  
 FD0931  ___________________________________________________________________
 FD0931  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0931  DYNAMIC HT  -         284.024 (meters)     931.84  (feet)  COMP
 FD0931  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FD0931
 FD0931  VERT ORDER  -  FIRST     CLASS II
 FD0931
 FD0931.The horizontal coordinates were scaled from a topographic map and have
 FD0931.an estimated accuracy of +/- 6 seconds.
 FD0931
 FD0931.The orthometric height was determined by differential leveling
 FD0931.and adjusted by the National Geodetic Survey in June 1991..
 FD0931
 FD0931.The geoid height was determined by GEOID03.
 FD0931
 FD0931.The dynamic height is computed by dividing the NAVD 88
 FD0931.geopotential number by the normal gravity value computed on the
 FD0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0931.degrees latitude (g = 980.6199 gals.).
 FD0931
 FD0931.The modeled gravity was interpolated from observed gravity values.
 FD0931
 FD0931;                    North         East    Units  Estimated Accuracy
 FD0931;SPC TN       -   119,750.      483,710.      MT  (+/- 180 meters Scaled)
 FD0931
 FD0931                          SUPERSEDED SURVEY CONTROL
 FD0931
 FD0931  NGVD 29 (??/??/92)  284.260  (m)          932.61   (f) ADJ UNCH    1 2
 FD0931
 FD0931.Superseded values are not recommended for survey control.
 FD0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0931.See file dsdata.txt to determine how the superseded data were derived.
 FD0931
 FD0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE745180(NAD 83)
 FD0931_MARKER: DD = SURVEY DISK
 FD0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0931_STAMPING: FORK RM 1 1962
 FD0931_MARK LOGO: TNHD  
 FD0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0931+STABILITY: SURFACE MOTION
 FD0931
 FD0931  HISTORY     - Date     Condition        Report By
 FD0931  HISTORY     - 1962     MONUMENTED       TNHD
 FD0931  HISTORY     - 1983     GOOD             NGS
 FD0931
 FD0931                          STATION DESCRIPTION
 FD0931
 FD0931'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0931'13 MI N FROM LAWRENCEBURG.
 FD0931'THIS MARK IS LOCATED AT THE FORK 1962 STATION SITE, 71 FEET EAST
 FD0931'OF THE CENTER OF U.S. HIGHWAY 43, 47 FEET SOUTH OF THE CENTER OF A
 FD0931'DRIVEWAY, 92 FEET SOUTHEAST OF THE STATION AND 46 FEET EAST OF THE
 FD0931'EAST END OF A CULVERT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0931'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0931'FLUSH WITH THE GROUND.
 FD0931
 FD0931                          STATION RECOVERY (1983)
 FD0931
 FD0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1172 ***********************************************************************
 FD1172  DESIGNATION -  FORK RM 1
 FD1172  PID         -  FD1172
 FD1172  STATE/COUNTY-  TN/HICKMAN
 FD1172  USGS QUAD   -  SPOT (1942)
 FD1172
 FD1172                         *CURRENT SURVEY CONTROL
 FD1172  ___________________________________________________________________
 FD1172* NAD 83(1986)-  35 55 43.     (N)    087 35 16.     (W)     SCALED    
 FD1172* NAVD 88     -       207.409  (meters)     680.47   (feet)  ADJUSTED  
 FD1172  ___________________________________________________________________
 FD1172  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD1172  DYNAMIC HT  -         207.228 (meters)     679.88  (feet)  COMP
 FD1172  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 FD1172
 FD1172  VERT ORDER  -  SECOND    CLASS 0
 FD1172
 FD1172.The horizontal coordinates were scaled from a topographic map and have
 FD1172.an estimated accuracy of +/- 6 seconds.
 FD1172
 FD1172.The orthometric height was determined by differential leveling
 FD1172.and adjusted by the National Geodetic Survey in June 1991..
 FD1172
 FD1172.The geoid height was determined by GEOID03.
 FD1172
 FD1172.The dynamic height is computed by dividing the NAVD 88
 FD1172.geopotential number by the normal gravity value computed on the
 FD1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1172.degrees latitude (g = 980.6199 gals.).
 FD1172
 FD1172.The modeled gravity was interpolated from observed gravity values.
 FD1172
 FD1172;                    North         East    Units  Estimated Accuracy
 FD1172;SPC TN       -   178,160.      456,730.      MT  (+/- 180 meters Scaled)
 FD1172
 FD1172                          SUPERSEDED SURVEY CONTROL
 FD1172
 FD1172  NGVD 29 (??/??/92)  207.424  (m)          680.52   (f) ADJ UNCH    2 0
 FD1172
 FD1172.Superseded values are not recommended for survey control.
 FD1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1172.See file dsdata.txt to determine how the superseded data were derived.
 FD1172
 FD1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE469761(NAD 83)
 FD1172_MARKER: DR = REFERENCE MARK DISK
 FD1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1172_STAMPING: FORK NO 1 1959
 FD1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1172+STABILITY: SURFACE MOTION
 FD1172
 FD1172  HISTORY     - Date     Condition        Report By
 FD1172  HISTORY     - 1959     MONUMENTED       CGS
 FD1172
 FD1172                          STATION DESCRIPTION
 FD1172
 FD1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1172'10.4 MI NE FROM ONLY.
 FD1172'THIS MARK IS LOCATED AT THE FORK 1959 STATION SITE, 66.1 FT.
 FD1172'EAST-SOUTHEAST OF THE STATION MARK, 9 FT. SOUTH OF AN OAK TREE
 FD1172'WITH A TRIANGLE BLAZE, A DISK SET IN TOP OF A CONCRETE POST,
 FD1172'SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0933 ***********************************************************************
 FD0933  DESIGNATION -  FORK RM 2
 FD0933  PID         -  FD0933
 FD0933  STATE/COUNTY-  TN/LAWRENCE
 FD0933  USGS QUAD   -  SUMMERTOWN (1976)
 FD0933
 FD0933                         *CURRENT SURVEY CONTROL
 FD0933  ___________________________________________________________________
 FD0933* NAD 83(1986)-  35 24 22.     (N)    087 16 49.     (W)     SCALED    
 FD0933* NAVD 88     -       287.472  (meters)     943.15   (feet)  ADJUSTED  
 FD0933  ___________________________________________________________________
 FD0933  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0933  DYNAMIC HT  -         287.205 (meters)     942.27  (feet)  COMP
 FD0933  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 FD0933
 FD0933  VERT ORDER  -  FIRST     CLASS II
 FD0933
 FD0933.The horizontal coordinates were scaled from a topographic map and have
 FD0933.an estimated accuracy of +/- 6 seconds.
 FD0933
 FD0933.The orthometric height was determined by differential leveling
 FD0933.and adjusted by the National Geodetic Survey in June 1991..
 FD0933
 FD0933.The geoid height was determined by GEOID03.
 FD0933
 FD0933.The dynamic height is computed by dividing the NAVD 88
 FD0933.geopotential number by the normal gravity value computed on the
 FD0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0933.degrees latitude (g = 980.6199 gals.).
 FD0933
 FD0933.The modeled gravity was interpolated from observed gravity values.
 FD0933
 FD0933;                    North         East    Units  Estimated Accuracy
 FD0933;SPC TN       -   119,790.      483,710.      MT  (+/- 180 meters Scaled)
 FD0933
 FD0933                          SUPERSEDED SURVEY CONTROL
 FD0933
 FD0933  NGVD 29 (??/??/92)  287.444  (m)          943.06   (f) ADJ UNCH    1 2
 FD0933
 FD0933.Superseded values are not recommended for survey control.
 FD0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0933.See file dsdata.txt to determine how the superseded data were derived.
 FD0933
 FD0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE745181(NAD 83)
 FD0933_MARKER: DD = SURVEY DISK
 FD0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0933_STAMPING: FORK RM 2 1962
 FD0933_MARK LOGO: TNHD  
 FD0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0933+STABILITY: SURFACE MOTION
 FD0933
 FD0933  HISTORY     - Date     Condition        Report By
 FD0933  HISTORY     - 1962     MONUMENTED       TNHD
 FD0933  HISTORY     - 1983     GOOD             NGS
 FD0933
 FD0933                          STATION DESCRIPTION
 FD0933
 FD0933'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0933'13 MI N FROM LAWRENCEBURG.
 FD0933'THIS MARK IS LOCATED AT THE FORK 1962 STATION SITE, 54 FEET
 FD0933'EAST OF THE CENTER OF U.S. HIGHWAY 43 AND 83 FEET NORTHWEST OF THE
 FD0933'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0933'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0933'THE GROUND.
 FD0933
 FD0933                          STATION RECOVERY (1983)
 FD0933
 FD0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0933'RECOVERED IN GOOD CONDITION.
 FD0933'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 FD0933'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1170 ***********************************************************************
 FD1170  DESIGNATION -  FORK RM 2
 FD1170  PID         -  FD1170
 FD1170  STATE/COUNTY-  TN/HICKMAN
 FD1170  USGS QUAD   -  SPOT (1942)
 FD1170
 FD1170                         *CURRENT SURVEY CONTROL
 FD1170  ___________________________________________________________________
 FD1170* NAD 83(1986)-  35 55 43.     (N)    087 35 16.     (W)     SCALED    
 FD1170* NAVD 88     -       208.191  (meters)     683.04   (feet)  ADJUSTED  
 FD1170  ___________________________________________________________________
 FD1170  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FD1170  DYNAMIC HT  -         208.009 (meters)     682.44  (feet)  COMP
 FD1170  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 FD1170
 FD1170  VERT ORDER  -  SECOND    CLASS 0
 FD1170
 FD1170.The horizontal coordinates were scaled from a topographic map and have
 FD1170.an estimated accuracy of +/- 6 seconds.
 FD1170
 FD1170.The orthometric height was determined by differential leveling
 FD1170.and adjusted by the National Geodetic Survey in June 1991..
 FD1170
 FD1170.The geoid height was determined by GEOID03.
 FD1170
 FD1170.The dynamic height is computed by dividing the NAVD 88
 FD1170.geopotential number by the normal gravity value computed on the
 FD1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1170.degrees latitude (g = 980.6199 gals.).
 FD1170
 FD1170.The modeled gravity was interpolated from observed gravity values.
 FD1170
 FD1170;                    North         East    Units  Estimated Accuracy
 FD1170;SPC TN       -   178,160.      456,730.      MT  (+/- 180 meters Scaled)
 FD1170
 FD1170                          SUPERSEDED SURVEY CONTROL
 FD1170
 FD1170  NGVD 29 (??/??/92)  208.205  (m)          683.09   (f) ADJ UNCH    2 0
 FD1170
 FD1170.Superseded values are not recommended for survey control.
 FD1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1170.See file dsdata.txt to determine how the superseded data were derived.
 FD1170
 FD1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE469761(NAD 83)
 FD1170_MARKER: DR = REFERENCE MARK DISK
 FD1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1170_STAMPING: FORK NO 2 1959
 FD1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1170+STABILITY: SURFACE MOTION
 FD1170
 FD1170  HISTORY     - Date     Condition        Report By
 FD1170  HISTORY     - 1959     MONUMENTED       CGS
 FD1170
 FD1170                          STATION DESCRIPTION
 FD1170
 FD1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1170'10.4 MI NE FROM ONLY.
 FD1170'THIS MARK IS LOCATED AT THE FORK 1959 STATION SITE, 65.7 FT.
 FD1170'SOUTH OF THE STATION MARK, 7 FT. NORTH OF AN OAK TREE WITH A
 FD1170'TRIANGLE BLAZE, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH
 FD1170'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2419 ***********************************************************************
 GB2419  DESIGNATION -  FORKS
 GB2419  PID         -  GB2419
 GB2419  STATE/COUNTY-  TN/PUTNAM
 GB2419  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB2419
 GB2419                         *CURRENT SURVEY CONTROL
 GB2419  ___________________________________________________________________
 GB2419* NAD 83(1995)-  36 14 04.99709(N)    085 30 35.24958(W)     ADJUSTED  
 GB2419* NAVD 88     -       343.58   (+/-2cm)    1127.2    (feet)  VERTCON   
 GB2419  ___________________________________________________________________
 GB2419  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GB2419  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GB2419
 GB2419  HORZ ORDER  -  THIRD
 GB2419  VERT ORDER  -  THIRD ? (See Below)
 GB2419
 GB2419.The horizontal coordinates were established by classical geodetic methods
 GB2419.and adjusted by the National Geodetic Survey in April 1999..
 GB2419
 GB2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2419.The vertical order pertains to the NGVD 29 superseded value.
 GB2419
 GB2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2419
 GB2419.The geoid height was determined by GEOID03.
 GB2419
 GB2419;                    North         East     Units Scale Factor Converg.
 GB2419;SPC TN       -   211,069.761   644,066.270   MT  0.99997278   +0 17 13.2
 GB2419;SPC TN       -   692,484.71  2,113,074.09   sFT  0.99997278   +0 17 13.2
 GB2419;UTM  16      - 4,011,012.522   633,914.404   MT  0.99982096   +0 52 51.5
 GB2419
 GB2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2419!SPC TN       -   0.99995075  x   0.99997278  =   0.99992353
 GB2419!UTM  16      -   0.99995075  x   0.99982096  =   0.99977172
 GB2419
 GB2419:                Primary Azimuth Mark                     Grid Az
 GB2419:SPC TN       -  FORKS AZ MK                              196 17 39.9
 GB2419:UTM  16      -  FORKS AZ MK                              195 42 01.6
 GB2419
 GB2419|---------------------------------------------------------------------|
 GB2419| PID    Reference Object                     Distance      Geod. Az  |
 GB2419|                                                           dddmmss.s |
 GB2419| CG5811 FORKS AZ MK                                        1963453.1 |
 GB2419| CG5812 FORKS RM 1                           22.814 METERS 20921     |
 GB2419| GB2421 TT 1 E                               32.751 METERS 31622     |
 GB2419|---------------------------------------------------------------------|
 GB2419
 GB2419                          SUPERSEDED SURVEY CONTROL
 GB2419
 GB2419  NAD 83(1995)-  36 14 04.99985(N)    085 30 35.25173(W) AD(       ) 3
 GB2419  NAD 83(1995)-  36 14 05.00256(N)    085 30 35.25273(W) AD(       ) 3
 GB2419  NAD 83(1986)-  36 14 05.00928(N)    085 30 35.25189(W) AD(       ) 3
 GB2419  NAD 27      -  36 14 04.79600(N)    085 30 35.34100(W) AD(       ) 3
 GB2419  NGVD 29 (07/19/86)  343.66   (m)         1127.5    (f) LEVELING    3  
 GB2419
 GB2419.Superseded values are not recommended for survey control.
 GB2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2419.See file dsdata.txt to determine how the superseded data were derived.
 GB2419
 GB2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3391411013(NAD 83)
 GB2419_MARKER: DS = TRIANGULATION STATION DISK
 GB2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2419
 GB2419  HISTORY     - Date     Condition        Report By
 GB2419  HISTORY     - 1949     MONUMENTED       CGS
 GB2419
 GB2419                          STATION DESCRIPTION
 GB2419
 GB2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2419'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF BAXTER AND 5 MILES
 GB2419'NORTH OF COOKEVILLE JUST EAST OF THE RIGHT OF WAY OF STATE HIGHWAY
 GB2419'135. IT IS 81 FEET NORTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND
 GB2419'GRAVEL T ROAD EAST AND 23 FEET NORTH OF CENTER OF GRAVEL ROAD. THE
 GB2419'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FORKS 1949.
 GB2419'
 GB2419'REFERENCE MARK NO. 1 IS 31 FEET EAST OF CENTER OF HIGHWAY AND 26 FEET
 GB2419'SOUTH T OF CENTER OF GRAVEL ROAD. THE MARK PROJECTS ABOUT 4
 GB2419'INCHES AND THE DISK IS STAMPED FORKS NO. 1 1949.
 GB2419'
 GB2419'TTIE (USGS) IS 42 FEET NORTHEAST OF CENTER OF HIGHWAY AND 16 FEET
 GB2419'NORTH OF THE CENTER OF A DIRT ROAD. THE MARK IS A 4X4 INCHES
 GB2419'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS A
 GB2419'STANDARD USGS BM DISK STAMPED TTIE 1930.
 GB2419'
 GB2419'AZIMUTH MARK IS 23 FEET WEST OF CENTER OF HIGHWAY 135 AND 2 FEET
 GB2419'NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND
 GB2419'THE DISK IS STAMPED FORKS 1949.
 GB2419'
 GB2419'TO REACH STATION FROM THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE, GO
 GB2419'ALONG THE NORTH SIDE OF COURTHOUSE FOR 0.1 MILE TO WHERE STATE
 GB2419'HIGHWAY 135 GOES NORTH, TURN RIGHT AND GO NORTH ON HIGHWAY 135 FOR
 GB2419'5.2 MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD
 GB2419'ON HIGHWAY FOR 0.1 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO ABOUT
 GB2419'0.05 MILE TO THE STATION ON LEFT OR NORTH OF ROAD AS DESCRIBED.
 GB2419'
 GB2419'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1634 ***********************************************************************
 FE1634  DESIGNATION -  FORT
 FE1634  PID         -  FE1634
 FE1634  STATE/COUNTY-  TN/LAUDERDALE
 FE1634  USGS QUAD   -  GOLDDUST (1983)
 FE1634
 FE1634                         *CURRENT SURVEY CONTROL
 FE1634  ___________________________________________________________________
 FE1634* NAD 83(1995)-  35 38 31.06223(N)    089 49 35.35691(W)     ADJUSTED  
 FE1634* NAVD 88     -       137.117  (meters)     449.86   (feet)  ADJUSTED  
 FE1634  ___________________________________________________________________
 FE1634  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 FE1634  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1634  DYNAMIC HT  -         137.001 (meters)     449.48  (feet)  COMP
 FE1634  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FE1634
 FE1634  HORZ ORDER  -  FIRST
 FE1634  VERT ORDER  -  FIRST     CLASS II
 FE1634
 FE1634.The horizontal coordinates were established by classical geodetic methods
 FE1634.and adjusted by the National Geodetic Survey in April 1999..
 FE1634
 FE1634.The orthometric height was determined by differential leveling
 FE1634.and adjusted by the National Geodetic Survey in June 1991..
 FE1634
 FE1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1634
 FE1634.The geoid height was determined by GEOID03.
 FE1634
 FE1634.The dynamic height is computed by dividing the NAVD 88
 FE1634.geopotential number by the normal gravity value computed on the
 FE1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1634.degrees latitude (g = 980.6199 gals.).
 FE1634
 FE1634.The modeled gravity was interpolated from observed gravity values.
 FE1634
 FE1634;                    North         East     Units Scale Factor Converg.
 FE1634;SPC TN       -   151,964.915   253,541.212   MT  0.99995399   -2 14 24.6
 FE1634;SPC TN       -   498,571.56    831,826.46   sFT  0.99995399   -2 14 24.6
 FE1634;SPC AR N     -   147,353.825   596,825.345   MT  0.99993644   +1 15 53.2
 FE1634;SPC AR N     -   483,443.34  1,958,084.49   sFT  0.99993644   +1 15 53.2
 FE1634;UTM  16      - 3,947,918.164   244,075.268   MT  1.00040719   -1 38 52.6
 FE1634
 FE1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1634!SPC TN       -   0.99998278  x   0.99995399  =   0.99993677
 FE1634!SPC AR N     -   0.99998278  x   0.99993644  =   0.99991923
 FE1634!UTM  16      -   0.99998278  x   1.00040719  =   1.00038997
 FE1634
 FE1634|---------------------------------------------------------------------|
 FE1634| PID    Reference Object                     Distance      Geod. Az  |
 FE1634|                                                           dddmmss.s |
 FE1634| CG4058 FORT RM 3                            24.934 METERS 01255     |
 FE1634| FE2646 FORT PILLOW STATE FARM TANK         APPROX. 8.0 KM 0733753.6 |
 FE1634| FE2087 FORT RM 5                             4.359 METERS 18340     |
 FE1634| CG4057 FORT RM 1                           138.532 METERS 20237     |
 FE1634| FE2086 FORT RM 4                            25.181 METERS 26512     |
 FE1634| FE1633 FORT RM 2                            60.899 METERS 27351     |
 FE1634| FE2866 FORT AZ MK                                         2781406.8 |
 FE1634|---------------------------------------------------------------------|
 FE1634
 FE1634                          SUPERSEDED SURVEY CONTROL
 FE1634
 FE1634  NAD 83(1995)-  35 38 31.07223(N)    089 49 35.35861(W) AD(       ) 1
 FE1634  NAD 83(1986)-  35 38 31.07419(N)    089 49 35.35843(W) AD(       ) 1
 FE1634  NAD 27      -  35 38 30.78750(N)    089 49 35.06040(W) AD(       ) 1
 FE1634  NGVD 29 (??/??/??)  137.083  (m)          449.75   (f) ADJUSTED    1 2
 FE1634
 FE1634.Superseded values are not recommended for survey control.
 FE1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1634.See file dsdata.txt to determine how the superseded data were derived.
 FE1634
 FE1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4407547918(NAD 83)
 FE1634_MARKER: DS = TRIANGULATION STATION DISK
 FE1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1634_STAMPING: FORT 1929
 FE1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1634+STABILITY: SURFACE MOTION
 FE1634
 FE1634  HISTORY     - Date     Condition        Report By
 FE1634  HISTORY     - 1929     MONUMENTED       CGS
 FE1634  HISTORY     - 1957     GOOD             CGS
 FE1634  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FE1634  HISTORY     - 1974     GOOD             LOCSUR
 FE1634  HISTORY     - 1976     GOOD             NGS
 FE1634
 FE1634                          STATION DESCRIPTION
 FE1634
 FE1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FE1634'ABOUT 4 MILES NORTHEAST OF FULTON, 18 MILES SOUTHWEST OF HENNINGS, 5
 FE1634'MILES SOUTHWEST OF MACK, ABOUT 1 MILE EAST OF MAIN WORKS OF OLD FORT
 FE1634'PILLOW ON MISSISSIPPI RIVER, AND ON LAND OWNED BY WARD VOLKMAR (OF
 FE1634'GATES) AND OCCUPIED BY ED. TAYLOR.  TO REACH FROM HENNINGS, GO ABOUT
 FE1634'18 MILES ON THE NEW GRADED ROAD VIA GLIMP, CHERRY, AND MACK TO ROAD
 FE1634'LEADING NORTH TO FORT PILLOW AT PRICE (ABOUT 5 MILES FROM MACK),
 FE1634'AND FOLLOW THIS NORTH ROAD TO TOP OF STEEP GRADE WITH CHURCH ON LEFT.
 FE1634'THE TAYLOR HOUSE IS ON HIGHEST PART OF HILL, ABOUT 1/2 MILE NORTH
 FE1634'OF CHURCH, AND JUST BEFORE RD DESCENDS GRADE IN CUT.  STATION IS
 FE1634'JUST NORTH OF RIGHT-ANGLE BEND TO LEFT IN ROAD 100 YARDS BEFORE
 FE1634'REACHING TAYLORS HOUSE, IN A SMALL TRIANGULAR FIELD ABOUT
 FE1634'200 FEET SOUTHEAST OF TAYLORS HOUSE, ABOUT 35 FEET EAST OF 18-INCH
 FE1634'PERSIMMON TREE WITH BLAZE ON WEST SIDE, 60 FEET WEST OF 24-INCH OAK
 FE1634'TREE, AND 50 FEET WEST OF ANGLE IN PARAPET OF OLD FORT PILLOW.
 FE1634'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE1634'CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE
 FE1634'DISKS IN CONCRETE. NO. 1 IS 15 FEET WEST FROM CENTER LINE
 FE1634'OF ROAD, 25 YARDS NORTHWEST OF HOUSE WITH SMALL LOG CABIN IN REAR,
 FE1634'AND 454.5 FEET FROM STATION S 22 DEG 37 MIN W. NO. 2 IS
 FE1634'IN FENCE CORNER, ABOUT 60 YARDS SOUTH OF HOUSE OCCUPIED BY TAYLOR,
 FE1634'AND 199.8 FEET FROM STATION N 36 DEG 09 MIN W.
 FE1634
 FE1634                          STATION RECOVERY (1957)
 FE1634
 FE1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FE1634'5.2 MI NE FROM FULTON.
 FE1634'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1634'AT FULTON, THENCE 1.05 MILES NORTHWEST ALONG A GRADED ROAD, ON
 FE1634'TOP OF A RIDGE, NEAR THE SITE OF AN OLD ABANDONED FORT, 181
 FE1634'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 183 FEET
 FE1634'EAST-NORTHEAST OF POWER LINE POLE NO. 17, 17 FEET NORTHEAST OF
 FE1634'A 8-INCH BLACK LOCUST TREE IN FENCE LINE, 199 1/2 FEET EAST
 FE1634'OF RM NO. 2, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 FE1634'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FE1634'GROUND. NOTE-- IT IS 275 FEET SW OF THE SW CORNER OF AN OLD
 FE1634'ABANDONED HOUSE, 60 FEET E OF A 20 INCH TREE, 12 FEET NE OF A 12
 FE1634'INCH TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 15 FEET NORTH
 FE1634'OF A WIRE FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 FE1634
 FE1634                          STATION RECOVERY (1958)
 FE1634
 FE1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1634'THE STATION WAS RECOVERED. REFERENCE MARKS NOS. 1 AND 2 WERE NOT
 FE1634'FOUND AND NOS. 3 AND 4 AND AN AZIMUTH MARK WERE SET AT THIS TIME. A
 FE1634'NEW DESCRIPTION FOLLOWS.
 FE1634'
 FE1634'THE STATION IS ABOUT 7 MILES WEST-SOUTHWEST OF CHERRY, 11 MILES
 FE1634'WEST-NORTHWEST OF COVINGTON, 1.5 MILES EAST OF THE MISSISSIPPI
 FE1634'RIVER AND ON PROPERTY OWNED BY C.H. SULLIVAN OF COVINGTON. IT IS 5
 FE1634'FEET NORTHWEST OF A WHITE WITNESS POST, 29 FEET SOUTH OF A WOVEN
 FE1634'WIRE FENCE, 15 FEET NORTH OF A BARBED WIRE FENCE AND 275 FEET SOUTH
 FE1634'OF THE SOUTHWEST CORNER OF A FRAME HOUSE. THE MONUMENT PROJECTS 4
 FE1634'INCHES AND THE DISK IS STAMPED FORT 1929.
 FE1634'
 FE1634'TO REACH THE STATION FROM THE PAVED T-ROAD INTERSECTION IN CHERRY, GO
 FE1634'SOUTH AND WEST ON STATE HIGHWAY 87 FOR 2.0 MILES TO THE ENTRANCE TO
 FE1634'FORT PILLOW STATE FARM. CONTINUE SOUTHWESTERLY ON HIGHWAY 87 FOR 4.9
 FE1634'MILES TO A GRAVELED SIDE ROAD RIGHT, NORTHWEST. TURN RIGHT AND GO
 FE1634'1.1 MILES TO A DRIVEWAY AND A WOODEN GATE ON THE RIGHT. *TURN RIGHT
 FE1634'INTO DRIVEWAY, PASSING THROUGH THE GATE, FOR 0.05 MILE TO A WOODEN
 FE1634'SHED. TURN RIGHT, KEEPING TO THE LEFT OF THE SHED AND GO 0.1 MILE TO
 FE1634'THE TOP OF THE HILL AND THE STATION.
 FE1634'
 FE1634'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE AHEAD ON THE
 FE1634'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE1634'
 FE1634'REFERENCE MARK 3 IS 196 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME
 FE1634'HOUSE AND SET UNDER A BARBED WIRE FENCE. THE MONUMENT PROJECTS
 FE1634'4 INCHES AND THE DISK IS STAMPED FORT NO 3 1929.
 FE1634'
 FE1634'REFERENCE MARK 4 IS 86 FEET WEST OF A WHITE WITNESS POST, 99 FEET
 FE1634'EAST OF A POWERLINE POLE AND AT THE SOUTH SIDE OF A FENCE. THE
 FE1634'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED FORT NO 4 1929.
 FE1634'
 FE1634'THE AZIMUTH MARK IS 1 FOOT NORTHEAST OF A WHITE WITNESS POST, 120
 FE1634'FEET SOUTHWEST OF THE CENTER OF AN INTERSECTION OF A FIELD ROAD AND
 FE1634'THE GRAVELED ROAD, 24 FEET NORTH OF A LARGE OAK TREE AND 15 FEET
 FE1634'SOUTH OF THE CENTERLINE OF THE FIELD ROAD. THE MONUMENT PROJECTS
 FE1634'3 INCHES AND THE DISK IS STAMPED FORT 1929.
 FE1634'
 FE1634'NOTE- THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 FE1634
 FE1634                          STATION RECOVERY (1974)
 FE1634
 FE1634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (KHH)
 FE1634'FORT 1929 RECOVERED GOOD BUT - 1 INCH ABOVE GRD.
 FE1634'
 FE1634'RM NO. 2 FOUND LYING ON EDGE AT DESCRIBED LOCATION.
 FE1634'
 FE1634'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NE OF FULTON.
 FE1634
 FE1634                          STATION RECOVERY (1976)
 FE1634
 FE1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE1634'THE STATION MARK WAS FOUND IN GOOD CONDITION ALONG WITH REFERENCE
 FE1634'MARK 4.  REFERENCE MARK 3 WAS FOUND WITH THE TOP SHEARED OFF AND THE
 FE1634'DISK GONE.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT
 FE1634'OBSTRUCTED TO THE STATION BY TREES.  REFERENCE MARK 2 WAS FOUND
 FE1634'UPROOTED AND THE DISK WAS SALVAGED.  REFERENCE MARK 5 WAS SET.
 FE1634'THE DISTANCE TO REFERENCE MARK 4 CHECKED.  A NEW DESCRIPTION
 FE1634'FOLLOWS--
 FE1634'
 FE1634'THE STATION IS LOCATED ON THE PROPERTY OF MR. C.H. SULLIVAN OF
 FE1634'COVINGTON, TENN.  275 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 FE1634'OLD ABANDONED HOUSE, 60 FEET EAST OF A 20 INCH TREE, 12 FEET
 FE1634'NORTHEAST OF A 12 INCH TREE WITH A TRAINGULAR BLAZE ON THE NORTH
 FE1634'SIDE, 15 FEET NORTH OF A WIRE FENCE, 1 FOOT EAST OF A METAL
 FE1634'WITNESS POST AND IN A WOODED AREA (LOCUST TREES).  THE MONUMENT
 FE1634'PROJECTS 4 INCHES AND THE DISK IS STAMPED FORT 1929.
 FE1634'
 FE1634'TO REACH THE STATION FROM THE POST OFFICE AT FULTON, GO 4.2 MILES
 FE1634'NORTHEAST ALONG STATE HIGHWAY 87 TO A PAVED ROAD LEFT.  TURN LEFT
 FE1634'AND GO NORTHWEST ON THE PAVED ROAD FOR 1.05 MILES TO THE TOP OF
 FE1634'RIDGE AND THE STATION ON THE RIGHT 181 FEET NORTHEAST OF THE
 FE1634'CENTERLINE OF THE HIGHWAY.  CONTINUE ON THE PAVED ROAD FOR 0.15
 FE1634'MILE TO THE AZIMUTH MARK ON THE LEFT AT PARK ENTRANCE.
 FE1634'
 FE1634'REFERENCE MARK 4 IS 1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT
 FE1634'SOUTH OF A WIRE FENCE AND ABOUT 20 FEET SOUTH OF THE SOUTH EDGE OF
 FE1634'A SMALL CLEARING.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE1634'STAMPED FORT NO 4 1929.
 FE1634'
 FE1634'REFERENCE MARK 5 IS 1 FOOT NORTH OF THE FENCE, 14 FEET SOUTH OF A
 FE1634'METAL WITNESS POST AND 5 FEET SOUTHEAST OF A 12 INCH TREE WITH A
 FE1634'TRIANGULAR BLAZE ON THE NORTH SIDE.  IT IS A STANDARD PRE-CAST
 FE1634'ALUMINUM MONUMENT, STAMPED FORT 1929 NO 5 1976, HAS MAGNETS AND
 FE1634'PROJECTS 2 INCHES.
 FE1634'
 FE1634'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 24 FEET
 FE1634'NORTH OF A LARGE OAK TREE, 15 FEET SOUTH OF THE CENTERLINE OF ROAD
 FE1634'TO STATE PARK AND ABOUT 120 FEET SOUTHWEST OF THE INTERSECTION OF
 FE1634'THE PAVED ROAD AND THE PARK ROAD.  THE MONUMENT PROJECTS 2 INCHES
 FE1634'AND THE DISK IS STAMPED FORT 1929.
 FE1634'
 FE1634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 FE1634'NORTHEAST OF FULTON.
 FE1634'
 FE1634'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2487 ***********************************************************************
 GC2487  DESIGNATION -  FORT CAMPBELL SOUTH WATER TANK
 GC2487  PID         -  GC2487
 GC2487  STATE/COUNTY-  TN/MONTGOMERY
 GC2487  USGS QUAD   -  OAK GROVE (1982)
 GC2487
 GC2487                         *CURRENT SURVEY CONTROL
 GC2487  ___________________________________________________________________
 GC2487* NAD 83(1995)-  36 38 00.59486(N)    087 26 52.88050(W)     ADJUSTED  
 GC2487* NAVD 88     -                                                        
 GC2487  ___________________________________________________________________
 GC2487  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 GC2487  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2487
 GC2487  HORZ ORDER  -  THIRD
 GC2487
 GC2487.The horizontal coordinates were established by classical geodetic methods
 GC2487.and adjusted by the National Geodetic Survey in April 1999..
 GC2487
 GC2487
 GC2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2487
 GC2487.The geoid height was determined by GEOID03.
 GC2487
 GC2487;                    North         East     Units Scale Factor Converg.
 GC2487;SPC TN       -   256,168.858   470,491.947   MT  1.00004565   -0 50 51.8
 GC2487;SPC TN       -   840,447.33  1,543,605.66   sFT  1.00004565   -0 50 51.8
 GC2487;SPC KY1Z     - 1,034,697.131 1,348,121.297   MT  1.00013796   -1 02 33.1
 GC2487;SPC KY1Z     - 3,394,668.84  4,422,961.29   sFT  1.00013796   -1 02 33.1
 GC2487;SPC KY S     -   534,675.341   348,139.065   MT  1.00001962   -1 01 47.2
 GC2487;SPC KY S     - 1,754,180.68  1,142,186.25   sFT  1.00001962   -1 01 47.2
 GC2487;UTM  16      - 4,054,309.875   459,946.105   MT  0.99961976   -0 16 02.4
 GC2487
 GC2487                          SUPERSEDED SURVEY CONTROL
 GC2487
 GC2487  NAD 83(1995)-  36 38 00.59531(N)    087 26 52.88116(W) AD(       ) 4
 GC2487  NAD 83(1995)-  36 38 00.60304(N)    087 26 52.88291(W) AD(       ) 4
 GC2487  NAD 83(1986)-  36 38 00.60446(N)    087 26 52.88360(W) AD(       ) 4
 GC2487  NAD 27      -  36 38 00.43700(N)    087 26 52.85100(W) AD(       ) 3
 GC2487
 GC2487.Superseded values are not recommended for survey control.
 GC2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2487.See file dsdata.txt to determine how the superseded data were derived.
 GC2487
 GC2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5994654310(NAD 83)
 GC2487_MARKER: 53 = ELEVATED TANK
 GC2487
 GC2487  HISTORY     - Date     Condition        Report By
 GC2487  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2487  HISTORY     - 1957     GOOD             CGS
 GC2487  HISTORY     - 1960     GOOD             LOCSUR
 GC2487  HISTORY     - 1960     GOOD             USE
 GC2487  HISTORY     - 1967     GOOD             CGS
 GC2487  HISTORY     - 1970     GOOD             NGS
 GC2487
 GC2487                          STATION DESCRIPTION
 GC2487
 GC2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2487'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF A LARGE
 GC2487'CHECKERED WATER TANK WHICH IS LOCATED ON THE FORT CAMPBELL MILITARY
 GC2487'RESERVATION, ABOUT 200 FEET NORTHWEST OF THE INTERSECTION OF JACKSON
 GC2487'ROAD AND MISSISSIPPI AVENUE.  IT IS A LARGE 8 LEGGED STEEL
 GC2487'STRUCTURE WITH A TANK ATOP, PAINTED IN CHECKERED RED AND WHITE AND IS
 GC2487'ABOUT 125 FEET HIGH.
 GC2487
 GC2487                          STATION RECOVERY (1957)
 GC2487
 GC2487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2487'STATION RECOVERED AS DESCRIBED.
 GC2487
 GC2487                          STATION RECOVERY (1960)
 GC2487
 GC2487'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 GC2487'INTERSECTION STATION RECOVERED.
 GC2487
 GC2487                          STATION RECOVERY (1960)
 GC2487
 GC2487'RECOVERY NOTE BY US ENGINEERS 1960
 GC2487'RECOVERED AS DESCRIBED.
 GC2487
 GC2487                          STATION RECOVERY (1967)
 GC2487
 GC2487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLW)
 GC2487'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2487
 GC2487                          STATION RECOVERY (1970)
 GC2487
 GC2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BHB)
 GC2487'RECOVERED AS DESCRIBED.
 GC2487'
 GC2487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC2487'AT FORT CAMPBELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2646 ***********************************************************************
 FE2646  DESIGNATION -  FORT PILLOW STATE FARM TANK
 FE2646  PID         -  FE2646
 FE2646  STATE/COUNTY-  TN/LAUDERDALE
 FE2646  USGS QUAD   -  FORT PILLOW (1972)
 FE2646
 FE2646                         *CURRENT SURVEY CONTROL
 FE2646  ___________________________________________________________________
 FE2646* NAD 83(1995)-  35 39 43.86590(N)    089 44 31.18164(W)     ADJUSTED  
 FE2646* NAVD 88     -                                                        
 FE2646  ___________________________________________________________________
 FE2646  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 FE2646  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2646
 FE2646  HORZ ORDER  -  THIRD
 FE2646
 FE2646.The horizontal coordinates were established by classical geodetic methods
 FE2646.and adjusted by the National Geodetic Survey in April 1999..
 FE2646
 FE2646
 FE2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2646
 FE2646.The geoid height was determined by GEOID03.
 FE2646
 FE2646;                    North         East     Units Scale Factor Converg.
 FE2646;SPC TN       -   153,911.181   261,273.406   MT  0.99995288   -2 11 26.6
 FE2646;SPC TN       -   504,956.93    857,194.50   sFT  0.99995288   -2 11 26.6
 FE2646;SPC AR N     -   149,769.095   604,423.971   MT  0.99993686   +1 18 50.2
 FE2646;SPC AR N     -   491,367.44  1,983,014.31   sFT  0.99993686   +1 18 50.2
 FE2646;UTM  16      - 3,949,945.055   251,790.263   MT  1.00035925   -1 35 57.9
 FE2646
 FE2646                          SUPERSEDED SURVEY CONTROL
 FE2646
 FE2646  NAD 83(1995)-  35 39 43.87476(N)    089 44 31.18313(W) AD(       ) 4
 FE2646  NAD 83(1986)-  35 39 43.87773(N)    089 44 31.18273(W) AD(       ) 4
 FE2646  NAD 27      -  35 39 43.59200(N)    089 44 30.89500(W) AD(       ) 3
 FE2646
 FE2646.Superseded values are not recommended for survey control.
 FE2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2646.See file dsdata.txt to determine how the superseded data were derived.
 FE2646
 FE2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5179049945(NAD 83)
 FE2646_MARKER: 53 = ELEVATED TANK
 FE2646
 FE2646  HISTORY     - Date     Condition        Report By
 FE2646  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2646
 FE2646                          STATION DESCRIPTION
 FE2646
 FE2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2646'THE STATION IS THE FINIAL AT THE APEX OF THE TANK.  THE TANK, SILVER
 FE2646'COLORED AND BEARING THE LEGEND FORT PILLOW STATE FARM ON ITS NORTH
 FE2646'SIDE, IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  THE TOTAL HEIGHT
 FE2646'IS 134 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1633 ***********************************************************************
 FE1633  DESIGNATION -  FORT RM 2
 FE1633  PID         -  FE1633
 FE1633  STATE/COUNTY-  TN/LAUDERDALE
 FE1633  USGS QUAD   -  GOLDDUST (1983)
 FE1633
 FE1633                         *CURRENT SURVEY CONTROL
 FE1633  ___________________________________________________________________
 FE1633* NAD 83(1986)-  35 38 32.     (N)    089 49 34.     (W)     SCALED    
 FE1633* NAVD 88     -       134.919  (meters)     442.65   (feet)  ADJUSTED  
 FE1633  ___________________________________________________________________
 FE1633  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1633  DYNAMIC HT  -         134.805 (meters)     442.27  (feet)  COMP
 FE1633  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 FE1633
 FE1633  VERT ORDER  -  FIRST     CLASS II
 FE1633
 FE1633.The horizontal coordinates were scaled from a topographic map and have
 FE1633.an estimated accuracy of +/- 6 seconds.
 FE1633
 FE1633.The orthometric height was determined by differential leveling
 FE1633.and adjusted by the National Geodetic Survey in June 1991..
 FE1633
 FE1633.The geoid height was determined by GEOID03.
 FE1633
 FE1633.The dynamic height is computed by dividing the NAVD 88
 FE1633.geopotential number by the normal gravity value computed on the
 FE1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1633.degrees latitude (g = 980.6199 gals.).
 FE1633
 FE1633.The modeled gravity was interpolated from observed gravity values.
 FE1633
 FE1633;                    North         East    Units  Estimated Accuracy
 FE1633;SPC TN       -   151,990.      253,580.      MT  (+/- 180 meters Scaled)
 FE1633
 FE1633                          SUPERSEDED SURVEY CONTROL
 FE1633
 FE1633  NGVD 29 (??/??/??)  134.885  (m)          442.54   (f) ADJUSTED    1 2
 FE1633
 FE1633.Superseded values are not recommended for survey control.
 FE1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1633.See file dsdata.txt to determine how the superseded data were derived.
 FE1633
 FE1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE441479(NAD 83)
 FE1633_MARKER: DR = REFERENCE MARK DISK
 FE1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1633_STAMPING: FORT NO 2 1929
 FE1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1633+STABILITY: SURFACE MOTION
 FE1633
 FE1633  HISTORY     - Date     Condition        Report By
 FE1633  HISTORY     - 1929     MONUMENTED       CGS
 FE1633  HISTORY     - 1957     GOOD             CGS
 FE1633  HISTORY     - 20020807 POOR             USACE
 FE1633
 FE1633                          STATION DESCRIPTION
 FE1633
 FE1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1633'5.2 MI NE FROM FULTON.
 FE1633'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1633'AT FULTON, THENCE 1.05 MILES NORTHWEST ALONG A GRADED ROAD, ON
 FE1633'THE WEST SLOPE OF A RIDGE, 41 FEET NORTHEAST OF THE CENTER
 FE1633'LINE OF THE ROAD, 199 1/2 FEET WEST OF TRIANGULATION STATION
 FE1633'FORT, 49 FEET NORTH OF POWER LINE POLE NO. 17 WITH TWO BRANCH
 FE1633'LINES, 51 FEET SOUTH OF POWER LINE POLE ON A BRANCH LINE, 92 FEET
 FE1633'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 FE1633'NORTHEAST FROM THE ROAD, ABOUT 7 FEET ABOVE THE ROAD AND SET IN
 FE1633'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE THE GROUND.
 FE1633
 FE1633                          STATION RECOVERY (2002)
 FE1633
 FE1633'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1633'REFER TO DATASHEET FOR FORT PID FE1634, THE RECOVERY IN 1974 BY KHH
 FE1633'FOUND RM 2 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2086 ***********************************************************************
 FE2086  DESIGNATION -  FORT RM 4
 FE2086  PID         -  FE2086
 FE2086  STATE/COUNTY-  TN/LAUDERDALE
 FE2086  USGS QUAD   -  GOLDDUST (1983)
 FE2086
 FE2086                         *CURRENT SURVEY CONTROL
 FE2086  ___________________________________________________________________
 FE2086* NAD 83(1986)-  35 38 30.     (N)    089 49 35.     (W)     SCALED    
 FE2086* NAVD 88     -       136.50   (+/-2cm)     447.8    (feet)  VERTCON   
 FE2086  ___________________________________________________________________
 FE2086  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2086
 FE2086  VERT ORDER  -  ? (See Below)
 FE2086
 FE2086.The horizontal coordinates were scaled from a topographic map and have
 FE2086.an estimated accuracy of +/- 6 seconds.
 FE2086
 FE2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2086.The vertical order pertains to the NGVD 29 superseded value.
 FE2086
 FE2086.The geoid height was determined by GEOID03.
 FE2086
 FE2086;                    North         East    Units  Estimated Accuracy
 FE2086;SPC TN       -   151,930.      253,550.      MT  (+/- 180 meters Scaled)
 FE2086
 FE2086                          SUPERSEDED SURVEY CONTROL
 FE2086
 FE2086  NGVD 29 (??/??/??)  136.471  (m)          447.74   (f) ADJUSTED    ?  
 FE2086
 FE2086.Superseded values are not recommended for survey control.
 FE2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2086.See file dsdata.txt to determine how the superseded data were derived.
 FE2086
 FE2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE440478(NAD 83)
 FE2086_MARKER: DR = REFERENCE MARK DISK
 FE2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2086_SP_SET: CONCRETE POST
 FE2086_STAMPING: FORT NO 4 1929
 FE2086_MARK LOGO: CGS   
 FE2086_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2086+STABILITY: SURFACE MOTION
 FE2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2086+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1990
 FE2086
 FE2086  HISTORY     - Date     Condition        Report By
 FE2086  HISTORY     - 1958     MONUMENTED       CGS
 FE2086  HISTORY     - 19901213 GOOD             NGS
 FE2086
 FE2086                          STATION DESCRIPTION
 FE2086
 FE2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE2086'5.25 MI NE FROM FULTON.
 FE2086'4.2 MI NE ALONG ST HWY 87 FROM THE POST OFFICE AT FULTON, THENCE
 FE2086'1.05 MI NW ALONG PAVED ROAD TO THE TOP OF A RIDGE AND THE MARK ABOUT
 FE2086'120 FEET NE ON THE RIGHT, 1 FOOT EAST OF A METAL WITNESS POST,
 FE2086'1 FOOT SOUTH OF A WIRE FENCE AND ABOUT 20 FEET SOUTH OF THE SOUTH
 FE2086'EDGE OF A SMALL CLEARING. THE DISK IS SET IN THE TOP OF A SQUARE
 FE2086'CONCRETE POST PROJECTING 2 INCHES.
 FE2086
 FE2086                          STATION RECOVERY (1990)
 FE2086
 FE2086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2086'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) WEST-NORTHWEST OF
 FE2086'COVINGTON, 11.3 KM (7.00 MI) WEST-SOUTHWEST OF CHERRY AND 2.4 KM
 FE2086'(1.50 MI) EAST OF THE MISSISSIPPI. NEAR THE SITE OF OLD FORT PILLOW.
 FE2086'OWNERSHIP-C.H.SULLIVAN JR., 505 COLLEGE STREET, COVINGTON TN 38019.
 FE2086'PHONE IS 901-746-2234. TO REACH THE STATION FROM THE OLD POST OFFICE
 FE2086'IN FULTON. GO NORTHEAST ON STATE HIGHWAY 87 FOR 6.82 KM (4.25 MI) TO
 FE2086'A PAVED ROAD ON THE LEFT. TURN LEFT AND GO NORTHEAST ON THE PAVED
 FE2086'ROAD FOR 1.72 KM (1.05 MI) TO THE TOP OF A RIDGE AND THE STATION ON
 FE2086'THE RIGHT. THE STATION IS LOCATED 25.2 M (82.7 FT) WEST FROM FORT
 FE2086'1929, 6.1 M (20.0 FT) SOUTH FROM THE SOUTH EDGE OF A SMALL CLEARING,
 FE2086'4.8 M (15.7 FT) EAST FROM A 24-INCH OAK TREE, 0.3 M (1.0 FT) SOUTH
 FE2086'FROM A FENCE AND 0.3 M (1.0 FT) EAST FROM A METAL WITNESS POST. THE
 FE2086'STATION PROJECTS 3-CM ABOVE THE GROUND. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2087 ***********************************************************************
 FE2087  DESIGNATION -  FORT RM 5
 FE2087  PID         -  FE2087
 FE2087  STATE/COUNTY-  TN/LAUDERDALE
 FE2087  USGS QUAD   -  GOLDDUST (1983)
 FE2087
 FE2087                         *CURRENT SURVEY CONTROL
 FE2087  ___________________________________________________________________
 FE2087* NAD 83(1986)-  35 38 30.     (N)    089 49 35.     (W)     SCALED    
 FE2087* NAVD 88     -       137.02   (+/-2cm)     449.5    (feet)  VERTCON   
 FE2087  ___________________________________________________________________
 FE2087  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2087
 FE2087  VERT ORDER  -  ? (See Below)
 FE2087
 FE2087.The horizontal coordinates were scaled from a topographic map and have
 FE2087.an estimated accuracy of +/- 6 seconds.
 FE2087
 FE2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2087.The vertical order pertains to the NGVD 29 superseded value.
 FE2087
 FE2087.The geoid height was determined by GEOID03.
 FE2087
 FE2087;                    North         East    Units  Estimated Accuracy
 FE2087;SPC TN       -   151,930.      253,550.      MT  (+/- 180 meters Scaled)
 FE2087
 FE2087                          SUPERSEDED SURVEY CONTROL
 FE2087
 FE2087  NGVD 29 (??/??/??)  136.986  (m)          449.43   (f) ADJUSTED    ?  
 FE2087
 FE2087.Superseded values are not recommended for survey control.
 FE2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2087.See file dsdata.txt to determine how the superseded data were derived.
 FE2087
 FE2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE440478(NAD 83)
 FE2087_MARKER: DR = REFERENCE MARK DISK
 FE2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2087_SP_SET: CONCRETE POST
 FE2087_STAMPING: FORT 1929 NO 5 1976
 FE2087_MARK LOGO: CGS   
 FE2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2087+STABILITY: SURFACE MOTION
 FE2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2087+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1990
 FE2087
 FE2087  HISTORY     - Date     Condition        Report By
 FE2087  HISTORY     - 1976     MONUMENTED       NGS
 FE2087  HISTORY     - 19901213 GOOD             NGS
 FE2087
 FE2087                          STATION DESCRIPTION
 FE2087
 FE2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE2087'5.25 MI NE FROM FULTON.
 FE2087'4.2 MI NE ALONG ST HWY 87 FROM THE POST OFFICE AT FULTON, THENCE
 FE2087'NW ALONG PAVED ROAD FOR 1.05 MI TO THE MARK ON THE RIGHT, ABOUT
 FE2087'185 FEET NE OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE
 FE2087'14 FEET SOUTH OF A METAL WITNESS POST AND 5 FEET SE OF A 12 INCH
 FE2087'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE. THE MON. PROJECTS
 FE2087'2 INCHES.
 FE2087
 FE2087                          STATION RECOVERY (1990)
 FE2087
 FE2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2087'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) WEST-NORTHWEST OF
 FE2087'COVINGTON, 11.3 KM (7.00 MI) WEST-SOUTHWEST OF CHERRY AND 2.4 KM
 FE2087'(1.50 MI) EAST OF THE MISSISSIPPI. NEAR THE SITE OF OLD FORT PILLOW.
 FE2087'OWNERSHIP-C.H.SULLIVAN JR., 505 COLLEGE STREET, COVINGTON TN 38019.
 FE2087'PHONE IS 901-746-2234. TO REACH THE STATION FROM THE OLD POST OFFICE
 FE2087'IN FULTON. GO NORTHEAST ON STATE HIGHWAY 87 FOR 6.82 KM (4.25 MI) TO
 FE2087'A PAVED ROAD ON THE LEFT. TURN LEFT AND GO NORTHEAST ON THE PAVED
 FE2087'ROAD FOR 1.72 KM (1.05 MI) TO THE TOP OF A RIDGE AND THE STATION ON
 FE2087'THE RIGHT. THE STATION IS LOCATED 50.8 M (166.7 FT) NORTHEAST FROM
 FE2087'THE CENTERLINE OF THE PAVED ROAD, 4.4 M (14.4 FT) SOUTH FROM FORT
 FE2087'1929, 4.3 M (14.1 FT) SOUTH FROM A METAL WITNESS POST, 1.6 M
 FE2087'(5.2 FT) SOUTHEAST FROM A 18-INCH OAK TREE AND 0.3 M (1.0 FT) NORTH
 FE2087'FROM A FENCE. THE STATION PROJECTS 3-CM ABOVE THE GROUND. DESCRIBED
 FE2087'BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0825 ***********************************************************************
 GB0825  DESIGNATION -  FOSTER
 GB0825  PID         -  GB0825
 GB0825  STATE/COUNTY-  TN/ANDERSON
 GB0825  USGS QUAD   -  LAKE CITY (1973)
 GB0825
 GB0825                         *CURRENT SURVEY CONTROL
 GB0825  ___________________________________________________________________
 GB0825* NAD 83(1995)-  36 10 54.68198(N)    084 08 46.20165(W)     ADJUSTED  
 GB0825* NAVD 88     -       274.157  (meters)     899.46   (feet)  ADJUSTED  
 GB0825  ___________________________________________________________________
 GB0825  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 GB0825  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB0825  DYNAMIC HT  -         273.910 (meters)     898.65  (feet)  COMP
 GB0825  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GB0825
 GB0825  HORZ ORDER  -  SECOND
 GB0825  VERT ORDER  -  SECOND    CLASS 0
 GB0825
 GB0825.The horizontal coordinates were established by classical geodetic methods
 GB0825.and adjusted by the National Geodetic Survey in April 1999..
 GB0825
 GB0825.The orthometric height was determined by differential leveling
 GB0825.and adjusted by the National Geodetic Survey in June 1991..
 GB0825
 GB0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0825
 GB0825.The geoid height was determined by GEOID03.
 GB0825
 GB0825.The dynamic height is computed by dividing the NAVD 88
 GB0825.geopotential number by the normal gravity value computed on the
 GB0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0825.degrees latitude (g = 980.6199 gals.).
 GB0825
 GB0825.The modeled gravity was interpolated from observed gravity values.
 GB0825
 GB0825;                    North         East     Units Scale Factor Converg.
 GB0825;SPC TN       -   206,672.827   766,748.294   MT  0.99996677   +1 05 07.1
 GB0825;SPC TN       -   678,059.10  2,515,573.36   sFT  0.99996677   +1 05 07.1
 GB0825;UTM  16      - 4,007,894.418   756,649.771   MT  1.00041168   +1 41 08.5
 GB0825
 GB0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0825!SPC TN       -   0.99996173  x   0.99996677  =   0.99992850
 GB0825!UTM  16      -   0.99996173  x   1.00041168  =   1.00037339
 GB0825
 GB0825|---------------------------------------------------------------------|
 GB0825| PID    Reference Object                     Distance      Geod. Az  |
 GB0825|                                                           dddmmss.s |
 GB0825| GB0826 FOSTER RM 1                           5.018 METERS 06806     |
 GB0825| GB2558 KESTER                              APPROX. 0.8 KM 1110801.5 |
 GB0825| GB0824 FOSTER RM 2                           5.156 METERS 15745     |
 GB0825|---------------------------------------------------------------------|
 GB0825
 GB0825                          SUPERSEDED SURVEY CONTROL
 GB0825
 GB0825  NAD 83(1995)-  36 10 54.68552(N)    084 08 46.20536(W) AD(       ) 2
 GB0825  NAD 83(1995)-  36 10 54.68603(N)    084 08 46.20494(W) AD(       ) 2
 GB0825  NAD 83(1986)-  36 10 54.69335(N)    084 08 46.20096(W) AD(       ) 2
 GB0825  NAD 27      -  36 10 54.41436(N)    084 08 46.48958(W) AD(       ) 2
 GB0825  NGVD 29 (??/??/92)  274.291  (m)          899.90   (f) ADJ UNCH    2 0
 GB0825
 GB0825.Superseded values are not recommended for survey control.
 GB0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0825.See file dsdata.txt to determine how the superseded data were derived.
 GB0825
 GB0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5665007894(NAD 83)
 GB0825_MARKER: DD = SURVEY DISK
 GB0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0825_STAMPING: FOSTER 1964
 GB0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0825+STABILITY: SURFACE MOTION
 GB0825
 GB0825  HISTORY     - Date     Condition        Report By
 GB0825  HISTORY     - 1964     MONUMENTED       TNHD
 GB0825  HISTORY     - 1964     GOOD             TNHD
 GB0825
 GB0825                          STATION DESCRIPTION
 GB0825
 GB0825'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0825'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF LAKE CITY AND ABOUT 5
 GB0825'MILES NORTH OF CLINTON.
 GB0825'
 GB0825'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY
 GB0825'ON U.S.  HIGHWAY 25W FOR
 GB0825'2.7 MILES TO THE INTERSECTION OF A PAVED ROAD ON THE
 GB0825'RIGHT, NEXT TO THE MEDFORD
 GB0825'ELEMENTARY SCHOOL.  *TURN RIGHT ON THE
 GB0825'PAVED ROAD AND GO 0.1 MILE TO THE SOUTHERN
 GB0825'RAILROAD CROSSING, BEAR
 GB0825'LEFT ON A PAVED DRIVEWAY LEADING TO THE HOME OF MR.  FLETCHER
 GB0825'FOSTER.  THE
 GB0825'STATION IS ABOUT 50 YARDS SOUTHWEST OF MR.  FOSTERS HOME.
 GB0825'
 GB0825'THE STATION IS 50 FEET EAST OF THE EAST RAIL OF THE L AND N RAILROAD,
 GB0825'15 FEET SOUTH OF THE
 GB0825'SOUTHWEST CORNER OF A WOOD SHED AND 13 FEET SOUTH OF A
 GB0825'10-INCH PERSIMMON TREE.  THE
 GB0825'SURFACE AND UNDERGROUND MARKS ARE
 GB0825'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GB0825'THE DISKS ARE STAMPED
 GB0825'FOSTER 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB0825'SURFACE.  THE
 GB0825'SURFACE DISK IS SET IN A 10-INCH, SQUARE, FLUSH,
 GB0825'CONCRETE MONUMENT.
 GB0825'
 GB0825'REFERENCE MARK NO. 1 IS 58 FEET WEST OF A CONCRETE BLOCK BUILDING AND
 GB0825'10 FEET SOUTH OF THE
 GB0825'SOUTHWEST CORNER OF THE WOOD SHED.  IT IS A STANDARD
 GB0825'TENNESSEE HIGHWAY DEPARTMENT
 GB0825'DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GB0825'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB0825'FOSTER RM-1 1964.
 GB0825'
 GB0825'REFERENCE MARK NO. 2 IS 53 FEET EAST OF THE EAST RAIL OF THE L AND N
 GB0825'RAILROAD.  IT IS A
 GB0825'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GB0825'SQUARE, FLUSH, CONCRETE
 GB0825'MONUMENT AND THE DISK IS STAMPED FOSTER RM-2
 GB0825'1964.
 GB0825'
 GB0825'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF A TELEPHONE POLE, 28 FEET
 GB0825'EAST OF THE APPROXIMATE
 GB0825'CENTER OF U.S.  HIGHWAY 25W, 2 FEET EAST OF THE EDGE OF
 GB0825'THE BANK OF A HIGHWAY CUT AND
 GB0825'APPROXIMATELY 9 FEET HIGHER THAN THE
 GB0825'PAVEMENT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB0825'DEPARTMENT DISK SET IN
 GB0825'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB0825'STAMPED FOSTER
 GB0825'AZI 1964.
 GB0825'
 GB0825'TO REACH THE AZIMUTH MARK, * CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY
 GB0825'25W FOR 0.1 MILE TO THE
 GB0825'AZIMUTH MARK ON THE LEFT.
 GB0825'
 GB0825'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0825'
 GB0825'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0825
 GB0825                          STATION RECOVERY (1964)
 GB0825
 GB0825'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GB0825'2.8 MI S FROM LAKE CITY.
 GB0825'FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY ON U.S. HIGHWAY
 GB0825'25W FOR 2.7 MILES TO THE INTERSECTION OF A PAVED ROAD ON THE
 GB0825'RIGHT NEXT TO THE MEDFORD ELEMENTARY SCHOOL.  TURN RIGHT ON THE
 GB0825'PAVED ROAD AND GO 0.1 MILE TO THE SOUTHERN RAILROAD CROSSING, BEAR
 GB0825'LEFT ON A PAVED DRIVEWAY LEADING TO THE HOME OF MR. FLETCHER
 GB0825'FOSTER.  THE STATION IS ABOUT 50 YARDS SOUTHWEST OF MR. FOSTERS
 GB0825'HOME, 50 YARDS EAST OF THE EAST RAIL OF THE L AND N RAILROAD, 15
 GB0825'FEET SOUTH OF THE SOUTHWEST CORNER OF A WOOD SHED AND 13 FEET
 GB0825'SOUTH OF A 10-INCH PERSIMMON TREE.  THE MARK IS A STANDARD
 GB0825'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0825'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0827 ***********************************************************************
 GB0827  DESIGNATION -  FOSTER AZ MK
 GB0827  PID         -  GB0827
 GB0827  STATE/COUNTY-  TN/ANDERSON
 GB0827  USGS QUAD   -  LAKE CITY (1973)
 GB0827
 GB0827                         *CURRENT SURVEY CONTROL
 GB0827  ___________________________________________________________________
 GB0827* NAD 83(1986)-  36 10 52.     (N)    084 08 38.     (W)     SCALED    
 GB0827* NAVD 88     -       284.039  (meters)     931.88   (feet)  ADJUSTED  
 GB0827  ___________________________________________________________________
 GB0827  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GB0827  DYNAMIC HT  -         283.784 (meters)     931.05  (feet)  COMP
 GB0827  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GB0827
 GB0827  VERT ORDER  -  SECOND    CLASS 0
 GB0827
 GB0827.The horizontal coordinates were scaled from a topographic map and have
 GB0827.an estimated accuracy of +/- 6 seconds.
 GB0827
 GB0827.The orthometric height was determined by differential leveling
 GB0827.and adjusted by the National Geodetic Survey in June 1991..
 GB0827
 GB0827.The geoid height was determined by GEOID03.
 GB0827
 GB0827.The dynamic height is computed by dividing the NAVD 88
 GB0827.geopotential number by the normal gravity value computed on the
 GB0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0827.degrees latitude (g = 980.6199 gals.).
 GB0827
 GB0827.The modeled gravity was interpolated from observed gravity values.
 GB0827
 GB0827;                    North         East    Units  Estimated Accuracy
 GB0827;SPC TN       -   206,590.      766,960.      MT  (+/- 180 meters Scaled)
 GB0827
 GB0827                          SUPERSEDED SURVEY CONTROL
 GB0827
 GB0827  NGVD 29 (??/??/??)  284.22   (m)          932.5    (f) RESET       3  
 GB0827
 GB0827.Superseded values are not recommended for survey control.
 GB0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0827.See file dsdata.txt to determine how the superseded data were derived.
 GB0827
 GB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF568078(NAD 83)
 GB0827_MARKER: DZ = AZIMUTH MARK DISK
 GB0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0827_STAMPING: FOSTER AZI 1964
 GB0827_MARK LOGO: TNHD  
 GB0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0827+STABILITY: SURFACE MOTION
 GB0827
 GB0827  HISTORY     - Date     Condition        Report By
 GB0827  HISTORY     - 1964     MONUMENTED       TNHD
 GB0827
 GB0827                          STATION DESCRIPTION
 GB0827
 GB0827'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0827'2.8 MI S FROM LAKE CITY.
 GB0827'FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY ON U.S. HIGHWAY
 GB0827'25W FOR 2.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  THE MARK IS
 GB0827'30 FEET SOUTHEAST OF A TELEPHONE POLE, 28 FEET EAST OF THE
 GB0827'APPROXIMATE CENTER OF U.S. HIGHWAY 25W, 2 FEET EAST OF THE
 GB0827'EDGE OF THE BANK OF A HIGHWAY CUT AND APPROXIMATELY 9 FEET
 GB0827'HIGHER THAN THE PAVEMENT.  THE MARK IS A STANDARD TENNESSEE
 GB0827'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0827'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0826 ***********************************************************************
 GB0826  DESIGNATION -  FOSTER RM 1
 GB0826  PID         -  GB0826
 GB0826  STATE/COUNTY-  TN/ANDERSON
 GB0826  USGS QUAD   -  LAKE CITY (1973)
 GB0826
 GB0826                         *CURRENT SURVEY CONTROL
 GB0826  ___________________________________________________________________
 GB0826* NAD 83(1986)-  36 10 55.     (N)    084 08 46.     (W)     SCALED    
 GB0826* NAVD 88     -       274.435  (meters)     900.38   (feet)  ADJUSTED  
 GB0826  ___________________________________________________________________
 GB0826  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB0826  DYNAMIC HT  -         274.189 (meters)     899.57  (feet)  COMP
 GB0826  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GB0826
 GB0826  VERT ORDER  -  SECOND    CLASS 0
 GB0826
 GB0826.The horizontal coordinates were scaled from a topographic map and have
 GB0826.an estimated accuracy of +/- 6 seconds.
 GB0826
 GB0826.The orthometric height was determined by differential leveling
 GB0826.and adjusted by the National Geodetic Survey in June 1991..
 GB0826
 GB0826.The geoid height was determined by GEOID03.
 GB0826
 GB0826.The dynamic height is computed by dividing the NAVD 88
 GB0826.geopotential number by the normal gravity value computed on the
 GB0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0826.degrees latitude (g = 980.6199 gals.).
 GB0826
 GB0826.The modeled gravity was interpolated from observed gravity values.
 GB0826
 GB0826;                    North         East    Units  Estimated Accuracy
 GB0826;SPC TN       -   206,680.      766,750.      MT  (+/- 180 meters Scaled)
 GB0826
 GB0826                          SUPERSEDED SURVEY CONTROL
 GB0826
 GB0826  NGVD 29 (??/??/92)  274.569  (m)          900.82   (f) ADJ UNCH    2 0
 GB0826
 GB0826.Superseded values are not recommended for survey control.
 GB0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0826.See file dsdata.txt to determine how the superseded data were derived.
 GB0826
 GB0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF566079(NAD 83)
 GB0826_MARKER: DR = REFERENCE MARK DISK
 GB0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0826_STAMPING: FOSTER RM 1 1964
 GB0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0826+STABILITY: SURFACE MOTION
 GB0826
 GB0826  HISTORY     - Date     Condition        Report By
 GB0826  HISTORY     - 1964     MONUMENTED       TNHD
 GB0826
 GB0826                          STATION DESCRIPTION
 GB0826
 GB0826'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0826'2.8 MI S FROM LAKE CITY.
 GB0826'THE MARK IS LOCATED AT THE FOSTER 1964 STATION SITE, 58 FEET
 GB0826'WEST OF A CONCRETE BLOCK BUILDING AND 10 FEET SOUTH OF THE
 GB0826'SOUTHWEST CORNER OF A WOOD SHED.  THE MARK IS A STANDARD
 GB0826'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0826'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0824 ***********************************************************************
 GB0824  DESIGNATION -  FOSTER RM 2
 GB0824  PID         -  GB0824
 GB0824  STATE/COUNTY-  TN/ANDERSON
 GB0824  USGS QUAD   -  LAKE CITY (1973)
 GB0824
 GB0824                         *CURRENT SURVEY CONTROL
 GB0824  ___________________________________________________________________
 GB0824* NAD 83(1986)-  36 10 55.     (N)    084 08 46.     (W)     SCALED    
 GB0824* NAVD 88     -       273.791  (meters)     898.26   (feet)  ADJUSTED  
 GB0824  ___________________________________________________________________
 GB0824  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB0824  DYNAMIC HT  -         273.545 (meters)     897.46  (feet)  COMP
 GB0824  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GB0824
 GB0824  VERT ORDER  -  SECOND    CLASS 0
 GB0824
 GB0824.The horizontal coordinates were scaled from a topographic map and have
 GB0824.an estimated accuracy of +/- 6 seconds.
 GB0824
 GB0824.The orthometric height was determined by differential leveling
 GB0824.and adjusted by the National Geodetic Survey in June 1991..
 GB0824
 GB0824.The geoid height was determined by GEOID03.
 GB0824
 GB0824.The dynamic height is computed by dividing the NAVD 88
 GB0824.geopotential number by the normal gravity value computed on the
 GB0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0824.degrees latitude (g = 980.6199 gals.).
 GB0824
 GB0824.The modeled gravity was interpolated from observed gravity values.
 GB0824
 GB0824;                    North         East    Units  Estimated Accuracy
 GB0824;SPC TN       -   206,680.      766,750.      MT  (+/- 180 meters Scaled)
 GB0824
 GB0824                          SUPERSEDED SURVEY CONTROL
 GB0824
 GB0824  NGVD 29 (??/??/92)  273.925  (m)          898.70   (f) ADJ UNCH    2 0
 GB0824
 GB0824.Superseded values are not recommended for survey control.
 GB0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0824.See file dsdata.txt to determine how the superseded data were derived.
 GB0824
 GB0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF566079(NAD 83)
 GB0824_MARKER: DR = REFERENCE MARK DISK
 GB0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0824_STAMPING: FOSTER RM 2 1964
 GB0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0824+STABILITY: SURFACE MOTION
 GB0824
 GB0824  HISTORY     - Date     Condition        Report By
 GB0824  HISTORY     - 1964     MONUMENTED       TNHD
 GB0824
 GB0824                          STATION DESCRIPTION
 GB0824
 GB0824'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0824'2.8 MI S FROM LAKE CITY.
 GB0824'THE MARK IS LOCATED AT THE FOSTER 1964 STATION SITE, 53 FEET
 GB0824'EAST OF THE EAST RAIL OF THE L AND N RAILROAD.  THE MARK IS A
 GB0824'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0824'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2459 ***********************************************************************
 FE2459  DESIGNATION -  FOUR POINTS
 FE2459  PID         -  FE2459
 FE2459  STATE/COUNTY-  TN/DYER
 FE2459  USGS QUAD   -  FOWLKES (1983)
 FE2459
 FE2459                         *CURRENT SURVEY CONTROL
 FE2459  ___________________________________________________________________
 FE2459* NAD 83(1995)-  35 58 34.49008(N)    089 23 23.62009(W)     ADJUSTED  
 FE2459* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 FE2459  ___________________________________________________________________
 FE2459  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE2459  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2459
 FE2459  HORZ ORDER  -  THIRD
 FE2459
 FE2459.The horizontal coordinates were established by classical geodetic methods
 FE2459.and adjusted by the National Geodetic Survey in April 1999..
 FE2459
 FE2459.The orthometric height was scaled from a topographic map.
 FE2459
 FE2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2459
 FE2459.The geoid height was determined by GEOID03.
 FE2459
 FE2459;                    North         East     Units Scale Factor Converg.
 FE2459;SPC TN       -   187,574.180   294,338.950   MT  0.99995147   -1 59 04.5
 FE2459;SPC TN       -   615,399.62    965,677.04   sFT  0.99995147   -1 59 04.5
 FE2459;UTM  16      - 3,983,954.818   284,520.394   MT  1.00017216   -1 24 16.1
 FE2459
 FE2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2459!SPC TN       -   0.99998793  x   0.99995147  =   0.99993940
 FE2459!UTM  16      -   0.99998793  x   1.00017216  =   1.00016009
 FE2459
 FE2459:                Primary Azimuth Mark                     Grid Az
 FE2459:SPC TN       -  DYERSBURG MUN ELEC SYS STACK             004 28 03.0
 FE2459:UTM  16      -  DYERSBURG MUN ELEC SYS STACK             003 53 14.6
 FE2459
 FE2459|---------------------------------------------------------------------|
 FE2459| PID    Reference Object                     Distance      Geod. Az  |
 FE2459|                                                           dddmmss.s |
 FE2459| GD1650 DYERSBURG MUN ELEC SYS STACK        APPROX. 6.0 KM 0022858.5 |
 FE2459| GD1649 DYERSBURG COUNTY CTHSE DOME         APPROX. 6.2 KM 0025706.9 |
 FE2459| GD1651 DYERSBURG MUNICIPAL STANDPIPE       APPROX. 7.1 KM 0045424.8 |
 FE2459| GD1641 DYERSBURG FED COMP WHSE TANK        APPROX. 6.2 KM 0133015.7 |
 FE2459| GD1640 DYERSBURG COTTON PRODUCTS TANK      APPROX. 7.0 KM 0161202.8 |
 FE2459| FE2446 BONICORD RAD STA KKE 701 MAST       APPROX. 8.3 KM 1181604.1 |
 FE2459| FE2447 BONICORD TRUNKLINE GAS TANK         APPROX. 8.3 KM 1183127.2 |
 FE2459| FE2454 HALLS MUNICIPAL TANK                APPROX.11.3 KM 1821349.0 |
 FE2459| FE2460 HALLS STACK                         APPROX.10.3 KM 1913044.6 |
 FE2459| CG4064 FOUR POINTS RM 1                     33.763 METERS 31149     |
 FE2459| CG4063 FOUR POINTS AZ MK                                  3260520.5 |
 FE2459| FE2456 AIRPORT BCN DYERSBURG MUN APT       APPROX. 2.7 KM 3382648.5 |
 FE2459| GD1647 DYERSBURG ASSOC WHSE CO TANK        APPROX. 6.2 KM 3551441.5 |
 FE2459| GD1648 DYERSBURG COLONIAL RUBBER TANK      APPROX. 5.9 KM 3564116.5 |
 FE2459|---------------------------------------------------------------------|
 FE2459
 FE2459                          SUPERSEDED SURVEY CONTROL
 FE2459
 FE2459  NAD 83(1995)-  35 58 34.49411(N)    089 23 23.62090(W) AD(       ) 3
 FE2459  NAD 83(1986)-  35 58 34.50130(N)    089 23 23.62017(W) AD(       ) 3
 FE2459  NAD 27      -  35 58 34.24250(N)    089 23 23.36000(W) AD(       ) 3
 FE2459
 FE2459.Superseded values are not recommended for survey control.
 FE2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2459.See file dsdata.txt to determine how the superseded data were derived.
 FE2459
 FE2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8452083955(NAD 83)
 FE2459_MARKER: DS = TRIANGULATION STATION DISK
 FE2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2459
 FE2459  HISTORY     - Date     Condition        Report By
 FE2459  HISTORY     - 1959     MONUMENTED       CGS
 FE2459
 FE2459                          STATION DESCRIPTION
 FE2459
 FE2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2459'THE STATION IS ABOUT 4 MILES SOUTH OF DYERSBURG AT A COMMUNITY CALLED
 FE2459'FOUR POINTS. IT IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 FE2459'OF U.S. HIGHWAY 51 AND STATE HIGHWAY 20. IT IS 295.3 FEET EAST OF THE
 FE2459'CENTER OF THE INTERSECTION, 86 FEET NORTH OF THE CENTERLINE OF
 FE2459'HIGHWAY 20, 72 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 37
 FE2459'FEET SOUTH OF A LARGE OAK TREE AND 10 FEET WEST OF A PICKETT
 FE2459'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FOUR POINTS
 FE2459'1959.
 FE2459'
 FE2459'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 51
 FE2459'FOR 1.1 MILES TO A CROSSROAD. TURN LEFT, WEST, AND GO 0.2 MILE TO THE
 FE2459'MARK ON THE RIGHT. REFERENCE MARK 1 IS 233 FEET EAST OF THE
 FE2459'CENTERLINE OF HIGHWAY 51, 73 FEET SOUTHEAST OF A LARGE OAK TREE AND
 FE2459'2 FEET EAST OF A POWER POLE. THE MONUMENT PROJECTS 3 INCHES AND THE
 FE2459'DISK IS STAMPED FOUR POINTS NO 1 1959.
 FE2459'
 FE2459'B.M. A 58 25-3 (USED) IS A STANDARD U.S. ENGINEER DEPARTMENT MARK
 FE2459'RIVETED TO THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 14
 FE2459'INCHES AND THE DISK IS STAMPED A 58 25-3. IT IS 93 FEET EAST OF A
 FE2459'POWER POLE, 24 FEET NORTH OF THE CENTERLINE OF HIGHWAY 20
 FE2459'AND 2 FEET WEST OF A FENCE CORNER.
 FE2459'
 FE2459'THE AZIMUTH MARK IS 12 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2459'ROAD, 1 FOOT EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 FE2459'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FOUR POINTS
 FE2459'1959.
 FE2459'
 FE2459'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1290 ***********************************************************************
 FC1290  DESIGNATION -  FOURTH
 FC1290  PID         -  FC1290
 FC1290  STATE/COUNTY-  TN/HAMILTON
 FC1290  USGS QUAD   -  CHATTANOOGA (1976)
 FC1290
 FC1290                         *CURRENT SURVEY CONTROL
 FC1290  ___________________________________________________________________
 FC1290* NAD 83(1995)-  35 03 06.32817(N)    085 18 50.26165(W)     ADJUSTED  
 FC1290* NAVD 88     -       221.042  (meters)     725.20   (feet)  ADJUSTED  
 FC1290  ___________________________________________________________________
 FC1290  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 FC1290  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1290  DYNAMIC HT  -         220.822 (meters)     724.48  (feet)  COMP
 FC1290  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC1290
 FC1290  HORZ ORDER  -  SECOND
 FC1290  VERT ORDER  -  SECOND    CLASS 0
 FC1290
 FC1290.The horizontal coordinates were established by classical geodetic methods
 FC1290.and adjusted by the National Geodetic Survey in April 1999..
 FC1290
 FC1290.The orthometric height was determined by differential leveling
 FC1290.and adjusted by the National Geodetic Survey in June 1991..
 FC1290
 FC1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1290
 FC1290.The geoid height was determined by GEOID03.
 FC1290
 FC1290.The dynamic height is computed by dividing the NAVD 88
 FC1290.geopotential number by the normal gravity value computed on the
 FC1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1290.degrees latitude (g = 980.6199 gals.).
 FC1290
 FC1290.The modeled gravity was interpolated from observed gravity values.
 FC1290
 FC1290;                    North         East     Units Scale Factor Converg.
 FC1290;SPC TN       -    79,929.840   662,589.779   MT  1.00004090   +0 24 05.9
 FC1290;SPC TN       -   262,236.48  2,173,846.63   sFT  1.00004090   +0 24 05.9
 FC1290;UTM  16      - 3,880,082.394   653,764.472   MT  0.99989140   +0 58 06.6
 FC1290
 FC1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1290!SPC TN       -   0.99996996  x   1.00004090  =   1.00001085
 FC1290!UTM  16      -   0.99996996  x   0.99989140  =   0.99986136
 FC1290
 FC1290|---------------------------------------------------------------------|
 FC1290| PID    Reference Object                     Distance      Geod. Az  |
 FC1290|                                                           dddmmss.s |
 FC1290| FC1289 FOURTH RM 1                          26.662 METERS 00407     |
 FC1290| FC1291 FOURTH RM 2                          29.825 METERS 22656     |
 FC1290| FC1873 OLGIATI                             APPROX. 1.8 KM 3384938.4 |
 FC1290|---------------------------------------------------------------------|
 FC1290
 FC1290                          SUPERSEDED SURVEY CONTROL
 FC1290
 FC1290  NAD 83(1995)-  35 03 06.32850(N)    085 18 50.26179(W) AD(       ) 2
 FC1290  NAD 83(1995)-  35 03 06.32859(N)    085 18 50.26415(W) AD(       ) 2
 FC1290  NAD 83(1995)-  35 03 06.32928(N)    085 18 50.26211(W) AD(       ) 2
 FC1290  NAD 83(1986)-  35 03 06.32953(N)    085 18 50.26177(W) AD(       ) 2
 FC1290  NAD 27      -  35 03 06.06660(N)    085 18 50.41360(W) AD(       ) 2
 FC1290  NGVD 29 (??/??/92)  221.077  (m)          725.32   (f) ADJ UNCH    2 0
 FC1290
 FC1290.Superseded values are not recommended for survey control.
 FC1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1290.See file dsdata.txt to determine how the superseded data were derived.
 FC1290
 FC1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5376480082(NAD 83)
 FC1290_MARKER: DS = TRIANGULATION STATION DISK
 FC1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1290_STAMPING: FOURTH 1962
 FC1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1290+STABILITY: SURFACE MOTION
 FC1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1290+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 FC1290
 FC1290  HISTORY     - Date     Condition        Report By
 FC1290  HISTORY     - 1962     MONUMENTED       CGS
 FC1290  HISTORY     - 1962     GOOD             CGS
 FC1290  HISTORY     - 1983     GOOD             USPSQD
 FC1290  HISTORY     - 1990     GOOD             USPSQD
 FC1290  HISTORY     - 20050112 GOOD             GEOCAC
 FC1290
 FC1290                          STATION DESCRIPTION
 FC1290
 FC1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1290'THE STATION IS LOCATED IN NORTHWEST CHATTANOOGA, ALONG THE WEST EDGE
 FC1290'OF THE INTERSTATE HIGHWAY, .15 MILE SOUTH OF THE P.R. OLGIATI
 FC1290'BRIDGE OVER THE TENNESSEE RIVER, 90 FEET SOUTH OF THE 4TH STREET
 FC1290'OVERPASS IN A CIRCULAR GRASS COVERED AREA FORMED BY THE TURN-OFF
 FC1290'FROM THE HIGHWAY DOWN TO 4TH STREET.
 FC1290'
 FC1290'THE STATION MARK IS 90 FEET SOUTH OF THE SOUTHWEST CORNER OF THE 4TH
 FC1290'STREET OVERPASS, 54 FEET WEST OF THE CENTER OF THE INTERSTATE
 FC1290'HIGHWAY, 8.5 FEET NORTHEAST OF A METAL STREET LIGHT POLE AND 3.5 FEET
 FC1290'WEST OF THE HIGHWAY CURB. THE MARK IS SET FLUSH WITH THE CURB AND
 FC1290'IS A STANDARD DISK STAMPED FOURTH 1962.
 FC1290'
 FC1290'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE AT THE TOP OF AN EARTH
 FC1290'RETAINING WALL AT THE SOUTHWEST CORNER OF THE 4TH STREET
 FC1290'OVERPASS.  THE MARK PROJECTS 14 INCHES ABOVE THE GROUND SURFACE.  IT
 FC1290'IS A STANDARD DISK AND IS STAMPED FOURTH NO 1 1962.
 FC1290'
 FC1290'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE CURVED CURB OF THE
 FC1290'4TH STREET EXIT FROM THE INTERSTATE HIGHWAY. IT IS 37.5 FEET
 FC1290'SOUTHEAST OF A METAL STREET LIGHT POLE, 24.4 FEET SOUTHWEST OF A
 FC1290'HIGHWAY SIGN AND 12.6 FEET NORTH OF THE CENTER OF THE EXIT
 FC1290'ROAD. THE MARK IS A STANDARD DISK AND IS STAMPED FOURTH NO 2 1962.
 FC1290'
 FC1290'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 173 FEET.
 FC1290'
 FC1290'TRAVERSE STATION OLGIATI WILL SERVE AS AN AZIMUTH.  SEE DESCRIPTION
 FC1290'THEREOF.
 FC1290'
 FC1290'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FC1290
 FC1290                          STATION RECOVERY (1962)
 FC1290
 FC1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1290'IN CHATTANOOGA.
 FC1290'THE STATION IS 0.15 MILE SOUTH OF THE P.R. OLGIATI BRIDGE OVER
 FC1290'THE TENNESSEE RIVER, 90 FEET SOUTH OF THE 4TH STREET OVERPASS
 FC1290'IN A CIRCULAR GRASS COVERED AREA FORMED BY THE TURN-OFF FROM THE
 FC1290'HIGHWAY DOWN TO 4TH STREET OVERPASS, 54 FEET WEST OF THE CENTER
 FC1290'OF THE INTERSTATE HIGHWAY, 8.5 FEET NORTHEAST OF A METAL STREET
 FC1290'LIGHT POLE AND 3.5 FEET WEST OF THE HIGHWAY CURB.  A STANDARD
 FC1290'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FC1290'AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1290
 FC1290                          STATION RECOVERY (1983)
 FC1290
 FC1290'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1290'RECOVERED IN GOOD CONDITION.
 FC1290
 FC1290                          STATION RECOVERY (1990)
 FC1290
 FC1290'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1290'RECOVERED IN GOOD CONDITION.
 FC1290
 FC1290                          STATION RECOVERY (2005)
 FC1290
 FC1290'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1289 ***********************************************************************
 FC1289  DESIGNATION -  FOURTH RM 1
 FC1289  PID         -  FC1289
 FC1289  STATE/COUNTY-  TN/HAMILTON
 FC1289  USGS QUAD   -  CHATTANOOGA (1976)
 FC1289
 FC1289                         *CURRENT SURVEY CONTROL
 FC1289  ___________________________________________________________________
 FC1289* NAD 83(1986)-  35 03 06.     (N)    085 18 50.     (W)     SCALED    
 FC1289* NAVD 88     -       221.121  (meters)     725.46   (feet)  ADJUSTED  
 FC1289  ___________________________________________________________________
 FC1289  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1289  DYNAMIC HT  -         220.902 (meters)     724.74  (feet)  COMP
 FC1289  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC1289
 FC1289  VERT ORDER  -  SECOND    CLASS 0
 FC1289
 FC1289.The horizontal coordinates were scaled from a topographic map and have
 FC1289.an estimated accuracy of +/- 6 seconds.
 FC1289
 FC1289.The orthometric height was determined by differential leveling
 FC1289.and adjusted by the National Geodetic Survey in June 1991..
 FC1289
 FC1289.The geoid height was determined by GEOID03.
 FC1289
 FC1289.The dynamic height is computed by dividing the NAVD 88
 FC1289.geopotential number by the normal gravity value computed on the
 FC1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1289.degrees latitude (g = 980.6199 gals.).
 FC1289
 FC1289.The modeled gravity was interpolated from observed gravity values.
 FC1289
 FC1289;                    North         East    Units  Estimated Accuracy
 FC1289;SPC TN       -    79,920.      662,600.      MT  (+/- 180 meters Scaled)
 FC1289
 FC1289                          SUPERSEDED SURVEY CONTROL
 FC1289
 FC1289  NGVD 29 (??/??/92)  221.156  (m)          725.58   (f) ADJ UNCH    2 0
 FC1289
 FC1289.Superseded values are not recommended for survey control.
 FC1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1289.See file dsdata.txt to determine how the superseded data were derived.
 FC1289
 FC1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537800(NAD 83)
 FC1289_MARKER: DR = REFERENCE MARK DISK
 FC1289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1289_SP_SET: OVERPASS
 FC1289_STAMPING: FOURTH NO 1 1962
 FC1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1289+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 FC1289
 FC1289  HISTORY     - Date     Condition        Report By
 FC1289  HISTORY     - 1962     MONUMENTED       CGS
 FC1289  HISTORY     - 1983     GOOD             USPSQD
 FC1289  HISTORY     - 1990     GOOD             USPSQD
 FC1289  HISTORY     - 20050112 GOOD             GEOCAC
 FC1289
 FC1289                          STATION DESCRIPTION
 FC1289
 FC1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1289'IN CHATTANOOGA.
 FC1289'AT THE FOURTH STATION SITE, 87.5 FEET NORTH OF THE STATION.
 FC1289'A STANDARD DISK SET IN THE SOUTHWEST CORNER OF THE 4TH STREET
 FC1289'OVERPASS AND IS ABOUT 14 INCHES ABOVE THE GROUND.
 FC1289
 FC1289                          STATION RECOVERY (1983)
 FC1289
 FC1289'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1289'RECOVERED IN GOOD CONDITION.
 FC1289
 FC1289                          STATION RECOVERY (1990)
 FC1289
 FC1289'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1289'RECOVERED IN GOOD CONDITION.
 FC1289
 FC1289                          STATION RECOVERY (2005)
 FC1289
 FC1289'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1289'SET IN THE TOP OF THE WINGWALL AT THE SOUTHWEST CORNER OF THE US
 FC1289'HIGHWAY BRIDGE OVER FOURTH STREET.  HANDHELD COORDINATES ARE
 FC1289'N35-03-07.50 W085-18-50.28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1291 ***********************************************************************
 FC1291  DESIGNATION -  FOURTH RM 2
 FC1291  PID         -  FC1291
 FC1291  STATE/COUNTY-  TN/HAMILTON
 FC1291  USGS QUAD   -  CHATTANOOGA (1976)
 FC1291
 FC1291                         *CURRENT SURVEY CONTROL
 FC1291  ___________________________________________________________________
 FC1291* NAD 83(1986)-  35 03 06.     (N)    085 18 50.     (W)     SCALED    
 FC1291* NAVD 88     -       221.067  (meters)     725.28   (feet)  ADJUSTED  
 FC1291  ___________________________________________________________________
 FC1291  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1291  DYNAMIC HT  -         220.847 (meters)     724.56  (feet)  COMP
 FC1291  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC1291
 FC1291  VERT ORDER  -  SECOND    CLASS 0
 FC1291
 FC1291.The horizontal coordinates were scaled from a topographic map and have
 FC1291.an estimated accuracy of +/- 6 seconds.
 FC1291
 FC1291.The orthometric height was determined by differential leveling
 FC1291.and adjusted by the National Geodetic Survey in June 1991..
 FC1291
 FC1291.The geoid height was determined by GEOID03.
 FC1291
 FC1291.The dynamic height is computed by dividing the NAVD 88
 FC1291.geopotential number by the normal gravity value computed on the
 FC1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1291.degrees latitude (g = 980.6199 gals.).
 FC1291
 FC1291.The modeled gravity was interpolated from observed gravity values.
 FC1291
 FC1291;                    North         East    Units  Estimated Accuracy
 FC1291;SPC TN       -    79,920.      662,600.      MT  (+/- 180 meters Scaled)
 FC1291
 FC1291                          SUPERSEDED SURVEY CONTROL
 FC1291
 FC1291  NGVD 29 (??/??/92)  221.102  (m)          725.40   (f) ADJ UNCH    2 0
 FC1291
 FC1291.Superseded values are not recommended for survey control.
 FC1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1291.See file dsdata.txt to determine how the superseded data were derived.
 FC1291
 FC1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537800(NAD 83)
 FC1291_MARKER: DR = REFERENCE MARK DISK
 FC1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1291_SP_SET: CURB
 FC1291_STAMPING: FOURTH NO 2 1962
 FC1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1291
 FC1291  HISTORY     - Date     Condition        Report By
 FC1291  HISTORY     - 1962     MONUMENTED       CGS
 FC1291  HISTORY     - 1983     POOR             USPSQD
 FC1291  HISTORY     - 1990     GOOD             USPSQD
 FC1291  HISTORY     - 20050112 POOR             GEOCAC
 FC1291
 FC1291                          STATION DESCRIPTION
 FC1291
 FC1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1291'IN CHATTANOOGA.
 FC1291'AT THE FOURTH STATION SITE, 97.8 FEET SOUTHWEST OF THE STATION,
 FC1291'37.5 FEET SOUTHWEST OF A METAL STREET LIGHT POLE, 24.4 FEET
 FC1291'SOUTHWEST OF A HIGHWAY SIGN, 12.6 FEET NORTH OF THE CENTER
 FC1291'OF THE EXIT ROAD.  A STANDARD REFERENCE MARK DISK SET IN A DRILL
 FC1291'HOLE IN THE CURVED CURB OF THE 4TH STREET EXIT FROM THE INTERSTATE
 FC1291'HIGHWAY.
 FC1291
 FC1291                          STATION RECOVERY (1983)
 FC1291
 FC1291'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1291'MARK RECOVERED IN POOR CONDITION.
 FC1291
 FC1291                          STATION RECOVERY (1990)
 FC1291
 FC1291'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1291'RECOVERED IN GOOD CONDITION.
 FC1291
 FC1291                          STATION RECOVERY (2005)
 FC1291
 FC1291'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1291'SET IN THE TOP OF THE CURB AOONG THE NORTH SIDE OF THE FOURTH STREET
 FC1291'EXIT FROM SOUTHBOUND US HIGHWAY 27, 12.6 FEET NORTH OF THE CENTER OF
 FC1291'THE EXIT ROAD, 37.5 FEET SOUTHWEST OF A METAL LIGHT POLE, 3.0 FEET
 FC1291'WEST OF THE WEST EDGE OF A STORM DRAIN, AND AT HANDHELD COORDINATES
 FC1291'N35-03-05.70 W085-18-51.24.  NOTE - THE SOUTH ONE-THIRD OF THE DISK
 FC1291'HAS BEEN BENT DOWNWARD ABOUT 20 DEGREES BY ROAD TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1464 ***********************************************************************
 FD1464  DESIGNATION -  FOWLER
 FD1464  PID         -  FD1464
 FD1464  STATE/COUNTY-  TN/MARSHALL
 FD1464  USGS QUAD   -  CORNERSVILLE (1982)
 FD1464
 FD1464                         *CURRENT SURVEY CONTROL
 FD1464  ___________________________________________________________________
 FD1464* NAD 83(1995)-  35 22 10.84362(N)    086 48 49.60421(W)     ADJUSTED  
 FD1464* NAVD 88     -       373.4    (meters)    1225.     (feet)  VERTCON   
 FD1464  ___________________________________________________________________
 FD1464  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FD1464  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD1464
 FD1464  HORZ ORDER  -  SECOND
 FD1464
 FD1464.The horizontal coordinates were established by classical geodetic methods
 FD1464.and adjusted by the National Geodetic Survey in April 1999..
 FD1464
 FD1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1464
 FD1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1464
 FD1464.The geoid height was determined by GEOID03.
 FD1464
 FD1464;                    North         East     Units Scale Factor Converg.
 FD1464;SPC TN       -   115,289.780   526,049.522   MT  0.99998104   -0 28 35.1
 FD1464;SPC TN       -   378,246.55  1,725,880.81   sFT  0.99998104   -0 28 35.1
 FD1464;UTM  16      - 3,914,056.202   516,916.210   MT  0.99960353   +0 06 28.1
 FD1464
 FD1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1464!SPC TN       -   0.99994574  x   0.99998104  =   0.99992678
 FD1464!UTM  16      -   0.99994574  x   0.99960353  =   0.99954929
 FD1464
 FD1464:                Primary Azimuth Mark                     Grid Az
 FD1464:SPC TN       -  FOWLER AZ MK                             147 58 13.8
 FD1464:UTM  16      -  FOWLER AZ MK                             147 23 10.6
 FD1464
 FD1464|---------------------------------------------------------------------|
 FD1464| PID    Reference Object                     Distance      Geod. Az  |
 FD1464|                                                           dddmmss.s |
 FD1464| CG5819 FOWLER AZ MK                                       1472938.7 |
 FD1464| CG5820 FOWLER RM 1                          30.434 METERS 14757     |
 FD1464| FD1467 PIERCE                              APPROX.15.9 KM 2195357.0 |
 FD1464| CG5822 FOWLER RM 3                          20.705 METERS 34505     |
 FD1464| CG5821 FOWLER RM 2                          32.681 METERS 35534     |
 FD1464|---------------------------------------------------------------------|
 FD1464
 FD1464                          SUPERSEDED SURVEY CONTROL
 FD1464
 FD1464  NAD 83(1995)-  35 22 10.84677(N)    086 48 49.60483(W) AD(       ) 2
 FD1464  NAD 83(1995)-  35 22 10.84789(N)    086 48 49.60580(W) AD(       ) 2
 FD1464  NAD 83(1986)-  35 22 10.85346(N)    086 48 49.60450(W) AD(       ) 2
 FD1464  NAD 27      -  35 22 10.57800(N)    086 48 49.60600(W) AD(       ) 2
 FD1464  NGVD 29 (07/19/86)  373.4    (m)         1225.     (f) VERT ANG       
 FD1464
 FD1464.Superseded values are not recommended for survey control.
 FD1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1464.See file dsdata.txt to determine how the superseded data were derived.
 FD1464
 FD1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1691614056(NAD 83)
 FD1464_MARKER: DS = TRIANGULATION STATION DISK
 FD1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1464
 FD1464  HISTORY     - Date     Condition        Report By
 FD1464  HISTORY     - 1934     MONUMENTED       CGS
 FD1464  HISTORY     - 1960     GOOD             CGS
 FD1464
 FD1464                          STATION DESCRIPTION
 FD1464
 FD1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1464'ABOUT 2 MILES EAST-NORTHEAST OF CORNERSVILLE, ON HIGH RIDGE ON
 FD1464'PROPERTY OF LIGE
 FD1464'FOWLER.  TO REACH FROM CORNERSVILLE POST OFFICE, GO
 FD1464'SOUTH 0.4 MILE ON STATE ROUTE 11
 FD1464'AND TURN LEFT JUST AFTER PASSING
 FD1464'SCHOOL ON RIGHT, FOLLOW THIS ROAD AND TURN LEFT
 FD1464'AFTER PASSING
 FD1464'UNDERPASS, PROCEED 0.65 MILE, FOLLOW LOWER LEFT FORK 1.1 MILES,
 FD1464'TURN LEFT AT
 FD1464'CROSSROAD AT TOP OF GRADE, AND CONTINUE 0.7 MILE (OF 0.1 MILE
 FD1464'PAST MR FOWLERS HOUSE) TO
 FD1464'HIGH ROCKY RIDGE AT STATION.  STATION IS 24
 FD1464'FEET WEST OF CENTER LINE OF ROAD, 4 YARDS
 FD1464'WEST OF FENCE LINE, 80 FEET
 FD1464'SOUTH OF 14-INCH MAPLE TREE, AND 0.1 MILE NORTH OF FOWLERS
 FD1464'HOME.  SURFACE
 FD1464'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FD1464'CONCRETE.
 FD1464'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1464'REFERENCE DISKS IN CONCRETE.  NO 1
 FD1464'IS 6 FEET EAST OF CENTER
 FD1464'LINE OF ROAD, JUST INSIDE FENCE, 33 FEET NORTHEAST OF 14-INCH
 FD1464'MAPLE TREE, AND
 FD1464'99.85 FEET FROM STATION S 32 DEG 03 MIN E.  NO 2 IS
 FD1464'IN SAME FIELD AS STATION, 8
 FD1464'FEET WEST OF CENTER LINE OF ROAD, AND
 FD1464'107.24 FEET FROM STATION.
 FD1464'AZIMUTH MARK IS
 FD1464'ON PROPERTY OF MR FOWLER, IN NORTHWEST FENCE CORNER, 15 FEET WEST
 FD1464'OF CENTER LINE OF
 FD1464'ROAD LEADING TO STATION FROM CORNERSVILLE, AND 0.15
 FD1464'MILE FROM STATION.
 FD1464
 FD1464                          STATION RECOVERY (1960)
 FD1464
 FD1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1464'THE STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 FD1464'RECOVERED AND FOUND IN
 FD1464'GOOD CONDITION.  REFERENCE MARK NO 1 HAS BEEN DESTROYED BY
 FD1464'ROAD CONSTRUCTION.  A NEW
 FD1464'REFERENCE MARK NO 3 WAS ESTABLISHED BY THIS
 FD1464'PARTY.  A NEW DESCRIPTION FOLLOWS.
 FD1464'
 FD1464'THE STATION IS LOCATED ABOUT 2 MILES EAST OF CORNERSVILLE, ON A HIGH
 FD1464'TIMBERED RIDGE AND ON
 FD1464'PROPERTY OWNED BY MR FLOYD CANEER.
 FD1464'
 FD1464'TO REACH THE STATION FROM POST OFFICE IN CORNERSVILLE, GO SOUTH ON U
 FD1464'S HIGHWAY 31A FOR
 FD1464'0.4 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT, EAST,
 FD1464'FOR 0.1 MILE TO FORKS JUST AFTER
 FD1464'PASSING UNDER AN UNDERPASS, TURN
 FD1464'LEFT, NORTHEAST, FOR 0.5 MILE TO FORKS, TAKE THE
 FD1464'LEFT FORK NORTHEAST
 FD1464'FOR 1.1 MILES TO CROSSROAD AT THE TOP OF GRADE, TURN LEFT, NORTH,
 FD1464'FOR 0.6 MILE TO
 FD1464'THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHERLY FOR 0.15
 FD1464'MILE TO THE STATION.
 FD1464'
 FD1464'STATION MARK IS 24 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 12
 FD1464'FEET WEST OF A WIRE FENCE
 FD1464'AND 2.6 FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 FD1464'STANDARD DISK SET IN THE TOP OF A
 FD1464'CONCRETE POST, PROJECTS 8 INCHES
 FD1464'AND IS STAMPED FOWLER 1934.
 FD1464'
 FD1464'REFERENCE MARK NO 2 IS 8 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 FD1464'AND 2 FEET EAST OF A
 FD1464'WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE
 FD1464'TOP OF A CONCRETE POST, PROJECTS
 FD1464'8 INCHES AND IS STAMPED FOWLER NO 2
 FD1464'1934.
 FD1464'
 FD1464'REFERENCE MARK NO 3 IS 14 FEET WEST OF THE CENTER OF THE GRAVELED
 FD1464'ROAD AND 2 FEET WEST OF A
 FD1464'WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE
 FD1464'TOP OF A CONCRETE POST, SET FLUSH
 FD1464'AND IS STAMPED FOWLER NO 3 1934.
 FD1464'
 FD1464'AZIMUTH MARK IS 15 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 5
 FD1464'FEET NORTH OF A FENCE
 FD1464'CORNER POST.  THE MARK IS A STANDARD REFERENCE MARK
 FD1464'DISK SET IN THE TOP OF A CONCRETE
 FD1464'POST, PROJECTS 7 INCHES AND IS
 FD1464'STAMPED FOWLER AZI 1934.
 FD1464'
 FD1464'OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0665 ***********************************************************************
 FD0665  DESIGNATION -  FRANK
 FD0665  PID         -  FD0665
 FD0665  STATE/COUNTY-  TN/WILLIAMSON
 FD0665  USGS QUAD   -  FRANKLIN (1981)
 FD0665
 FD0665                         *CURRENT SURVEY CONTROL
 FD0665  ___________________________________________________________________
 FD0665* NAD 83(1995)-  35 55 02.79914(N)    086 52 26.37535(W)     ADJUSTED  
 FD0665* NAVD 88     -       212.518  (meters)     697.24   (feet)  ADJUSTED  
 FD0665  ___________________________________________________________________
 FD0665  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 FD0665  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0665  DYNAMIC HT  -         212.332 (meters)     696.63  (feet)  COMP
 FD0665  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FD0665
 FD0665  HORZ ORDER  -  SECOND
 FD0665  VERT ORDER  -  SECOND    CLASS 0
 FD0665
 FD0665.The horizontal coordinates were established by classical geodetic methods
 FD0665.and adjusted by the National Geodetic Survey in April 1999..
 FD0665
 FD0665.The orthometric height was determined by differential leveling
 FD0665.and adjusted by the National Geodetic Survey in June 1991..
 FD0665
 FD0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0665
 FD0665.The geoid height was determined by GEOID03.
 FD0665
 FD0665.The dynamic height is computed by dividing the NAVD 88
 FD0665.geopotential number by the normal gravity value computed on the
 FD0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0665.degrees latitude (g = 980.6199 gals.).
 FD0665
 FD0665.The modeled gravity was interpolated from observed gravity values.
 FD0665
 FD0665;                    North         East     Units Scale Factor Converg.
 FD0665;SPC TN       -   176,107.861   521,120.540   MT  0.99994946   -0 30 42.0
 FD0665;SPC TN       -   577,780.54  1,709,709.64   sFT  0.99994946   -0 30 42.0
 FD0665;UTM  16      - 3,974,799.205   511,368.525   MT  0.99960159   +0 04 26.1
 FD0665
 FD0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0665!SPC TN       -   0.99997115  x   0.99994946  =   0.99992061
 FD0665!UTM  16      -   0.99997115  x   0.99960159  =   0.99957275
 FD0665
 FD0665|---------------------------------------------------------------------|
 FD0665| PID    Reference Object                     Distance      Geod. Az  |
 FD0665|                                                           dddmmss.s |
 FD0665| FD0664 FRANK RM 1                           21.011 METERS 11655     |
 FD0665| FD0660 HUMP                                APPROX. 3.5 KM 1861929.6 |
 FD0665| FD0666 FRANK RM 2                           24.537 METERS 26644     |
 FD0665| FD0667 FRANK AZ MK                                        3003644.0 |
 FD0665|---------------------------------------------------------------------|
 FD0665
 FD0665                          SUPERSEDED SURVEY CONTROL
 FD0665
 FD0665  NAD 83(1995)-  35 55 02.80150(N)    086 52 26.37676(W) AD(       ) 2
 FD0665  NAD 83(1986)-  35 55 02.80969(N)    086 52 26.37800(W) AD(       ) 2
 FD0665  NAD 27      -  35 55 02.57450(N)    086 52 26.37050(W) AD(       ) 2
 FD0665  NGVD 29 (??/??/??)  212.50   (m)          697.2    (f) RESET       3  
 FD0665
 FD0665.Superseded values are not recommended for survey control.
 FD0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0665.See file dsdata.txt to determine how the superseded data were derived.
 FD0665
 FD0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1136974799(NAD 83)
 FD0665_MARKER: DD = SURVEY DISK
 FD0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0665_STAMPING: FRANK 1962
 FD0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0665+STABILITY: SURFACE MOTION
 FD0665
 FD0665  HISTORY     - Date     Condition        Report By
 FD0665  HISTORY     - 1962     MONUMENTED       TNHD
 FD0665  HISTORY     - 1963     GOOD             TNHD
 FD0665  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0665  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0665
 FD0665                          STATION DESCRIPTION
 FD0665
 FD0665'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0665'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTHWEST OF DOWN TOWN
 FD0665'FRANKLIN.
 FD0665'
 FD0665'TO REACH THE STATION FROM THE POST OFFICE AND JUNCTION OF U S HIGHWAY
 FD0665'31 AND 431 IN FRANKLIN,
 FD0665'GO SOUTH ON U S HIGHWAY 31 FOR 0.5 MILE TO THE
 FD0665'NATIONAL GUARD ARMORY AND THE
 FD0665'STATION ON THE RIGHT.
 FD0665'
 FD0665'THE STATION IS 73 FEET SOUTH OF THE SOUTHEAST CORNER OF A RED BRICK
 FD0665'BUILDING, 36 FEET
 FD0665'SOUTHEAST OF A TRIPLE-TRUNKED TREE, 20 FEET NORTH OF A FENCE
 FD0665'AND 19.7 FEET NORTH OF A
 FD0665'WITNESS POST.  THE SURFACE AND UNDERGROUND
 FD0665'MARKS ARE STANDARD TENNESSEE HIGHWAY
 FD0665'DEPARTMENT DISKS AND ARE
 FD0665'STAMPED FRANK 1962.  THE UNDERGROUND MARK IS ABOUT 30
 FD0665'INCHES BELOW
 FD0665'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0665'CONCRETE MONUMENT.
 FD0665'
 FD0665'REFERENCE MARK NO 1 IS 29 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FD0665'DRIVE AND 1 FOOT NORTH
 FD0665'OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0665'DEPARTMENT DISK SET IN A 10-INCH
 FD0665'SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0665'IS STAMPED FRANK RM-1 1962.
 FD0665'
 FD0665'REFERENCE MARK NO 2 IS 59 FEET SOUTHWEST OF A TRIPLE-TRUNKED TREE AND
 FD0665'1 FOOT NORTH OF A
 FD0665'FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0665'DISK SET IN A 10-INCH SQUARE,
 FD0665'CONCRETE MONUMENT AND IS STAMPED FRANK
 FD0665'RM-2 1962.
 FD0665'
 FD0665'THE AZIMUTH MARK IS 42 FEET EAST OF THE SOUTHEAST CORNER OF HOUSE NO
 FD0665'146 OF W FOLKES
 FD0665'STREET, 2.5 FEET WEST OF A WITNESS POST AND 2 FEET SOUTH
 FD0665'OF A FENCE CORNER.  IT IS A
 FD0665'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0665'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0665'MONUMENT AND IS STAMPED
 FD0665'FRANK AZI 1962.
 FD0665'
 FD0665'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH, PASSING WEST OF
 FD0665'THE ARMORY BUILDING,
 FD0665'TO W FOWLKES STREET, TURN LEFT AND GO 0.1 MILE TO NO
 FD0665'146 W FOWLKES STREET AND THE
 FD0665'AZIMUTH MARK ON THE RIGHT.
 FD0665'
 FD0665'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0665
 FD0665                          STATION RECOVERY (1963)
 FD0665
 FD0665'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0665'IN FRANKLIN.
 FD0665'FROM THE POST OFFICE IN FRANKLIN, GO SOUTH ON U.S. HIGHWAY 31
 FD0665'FOR 0.5 MILE TO THE NATIONAL GUARD ARMORY AND THE MARK ON THE
 FD0665'RIGHT.  THE MARK IS 73 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 FD0665'RED BRICK BUILDING, 36 FEET SOUTHEAST OF A TRIPLE-TRUNKED TREE,
 FD0665'20 FEET NORTH OF A WIRE FENCE, AND 19.7 FEET NORTH OF A WITNESS
 FD0665'POST.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0665
 FD0665                          STATION RECOVERY (1979)
 FD0665
 FD0665'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0665'MARK NOT FOUND.
 FD0665
 FD0665                          STATION RECOVERY (1984)
 FD0665
 FD0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0665'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1097 ***********************************************************************
 GA1097  DESIGNATION -  FRANK
 GA1097  PID         -  GA1097
 GA1097  STATE/COUNTY-  TN/HAWKINS
 GA1097  USGS QUAD   -  BUREM (1976)
 GA1097
 GA1097                         *CURRENT SURVEY CONTROL
 GA1097  ___________________________________________________________________
 GA1097* NAD 83(1995)-  36 25 10.65766(N)    082 59 33.50975(W)     ADJUSTED  
 GA1097* NAVD 88     -       433.791  (meters)    1423.20   (feet)  ADJUSTED  
 GA1097  ___________________________________________________________________
 GA1097  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GA1097  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1097  DYNAMIC HT  -         433.397 (meters)    1421.90  (feet)  COMP
 GA1097  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA1097
 GA1097  HORZ ORDER  -  SECOND
 GA1097  VERT ORDER  -  SECOND    CLASS 0
 GA1097
 GA1097.The horizontal coordinates were established by classical geodetic methods
 GA1097.and adjusted by the National Geodetic Survey in April 1999..
 GA1097
 GA1097.The orthometric height was determined by differential leveling
 GA1097.and adjusted by the National Geodetic Survey in June 1991..
 GA1097
 GA1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1097
 GA1097.The geoid height was determined by GEOID03.
 GA1097
 GA1097.The dynamic height is computed by dividing the NAVD 88
 GA1097.geopotential number by the normal gravity value computed on the
 GA1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1097.degrees latitude (g = 980.6199 gals.).
 GA1097
 GA1097.The modeled gravity was interpolated from observed gravity values.
 GA1097
 GA1097;                    North         East     Units Scale Factor Converg.
 GA1097;SPC TN       -   235,620.797   869,668.438   MT  1.00000053   +1 45 38.3
 GA1097;SPC TN       -   773,032.56  2,853,237.20   sFT  1.00000053   +1 45 38.3
 GA1097;UTM  17      - 4,032,337.611   321,353.480   MT  0.99999322   -1 11 00.0
 GA1097
 GA1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1097!SPC TN       -   0.99993683  x   1.00000053  =   0.99993736
 GA1097!UTM  17      -   0.99993683  x   0.99999322  =   0.99993006
 GA1097
 GA1097|---------------------------------------------------------------------|
 GA1097| PID    Reference Object                     Distance      Geod. Az  |
 GA1097|                                                           dddmmss.s |
 GA1097| GA1096 FRANK RM 1                           32.440 METERS 13329     |
 GA1097| GA3411 ROGERSVILLE TVA STM PLT MAST        APPROX. 3.0 KM 1875143.5 |
 GA1097| GA3500 ROGERSVILLE INTL CARD CO TANK       APPROX. 2.6 KM 2243047.4 |
 GA1097| GA1098 FRANK RM 2                           30.717 METERS 33514     |
 GA1097|---------------------------------------------------------------------|
 GA1097
 GA1097                          SUPERSEDED SURVEY CONTROL
 GA1097
 GA1097  NAD 83(1995)-  36 25 10.66133(N)    082 59 33.51291(W) AD(       ) 2
 GA1097  NAD 83(1995)-  36 25 10.67232(N)    082 59 33.51889(W) AD(       ) 2
 GA1097  NAD 83(1995)-  36 25 10.66471(N)    082 59 33.51537(W) AD(       ) 2
 GA1097  NAD 83(1986)-  36 25 10.66708(N)    082 59 33.51364(W) AD(       ) 2
 GA1097  NAD 27      -  36 25 10.32484(N)    082 59 33.91966(W) AD(       ) 2
 GA1097  NGVD 29 (??/??/92)  433.930  (m)         1423.65   (f) ADJ UNCH    2 0
 GA1097
 GA1097.Superseded values are not recommended for survey control.
 GA1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1097.See file dsdata.txt to determine how the superseded data were derived.
 GA1097
 GA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2135332338(NAD 83)
 GA1097_MARKER: DD = SURVEY DISK
 GA1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1097_STAMPING: FRANK 1963
 GA1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1097+STABILITY: SURFACE MOTION
 GA1097
 GA1097  HISTORY     - Date     Condition        Report By
 GA1097  HISTORY     - 1963     MONUMENTED       TNHD
 GA1097  HISTORY     - 1964     GOOD             TNHD
 GA1097
 GA1097                          STATION DESCRIPTION
 GA1097
 GA1097'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1097'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF DOWNTOWN
 GA1097'ROGERSVILLE.
 GA1097'
 GA1097'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO 0.9 MILE
 GA1097'NORTHEAST ON U.S.
 GA1097'HIGHWAY 11W TO A GRAVELED DRIVE ON THE LEFT, TURN
 GA1097'LEFT AND GO 0.1 MILE NORTHWEST TO A
 GA1097'GATE, CONTINUE STRAIGHT AHEAD,
 GA1097'PASSING THROUGH THE GATE, FOR 100 FEET NORTHWEST TO
 GA1097'ANOTHER GATE,
 GA1097'CONTINUE THROUGH THE SECOND GATE THEN TURN RIGHT, PASSING THROUGHT
 GA1097'THE THIRD GATE,
 GA1097'AND GO 0.05 MILE NORTHEAST TO A BEND IN THE ROAD
 GA1097'LEFT, TURN LEFT AND GO 0.1 MILE
 GA1097'NORTHWEST ON THE FARM ROAD TO THE
 GA1097'FOURTH GATE, PASS THROUGH THE GATE AND TURN RIGHT
 GA1097'AND GO 0.4 MILE
 GA1097'NORTHEAST ACROSS A FIELD TO AN OSAGE ORANGE TREE, A FENCE LINE AND
 GA1097'THE STATION.
 GA1097'
 GA1097'THE STATION IS 23 FEET SOUTHWEST OF THE FENCE LINE AND 22.8 FEET
 GA1097'SOUTHWEST OF A WITNESS
 GA1097'POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA1097'TENNESSEE HIGHWAY DEPARTMENT
 GA1097'DISKS AND ARE STAMPED FRANK 1963.  THE
 GA1097'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GA1097'SURFACE.  THE SURFACE
 GA1097'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA1097'
 GA1097'REFERENCE NO. 1 IS 4 FEET SOUTHWEST OF THE FENCE LINE.  IT IS A
 GA1097'STANDARD TENNESSEE
 GA1097'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA1097'CONCRETE MONUMENT AND THE
 GA1097'DISK IS STAMPED FRANK RM-1 1963.
 GA1097'
 GA1097'REFERENCE NO. 2 IS 3 FEET SOUTHWEST OF THE FENCE LINE.  IT IS A
 GA1097'STANDARD TENNESSEE
 GA1097'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH ROUND, FLUSH,
 GA1097'CONCRETE MONUMENT AND THE
 GA1097'DISK IS STAMPED FRANK RM-2 1963.
 GA1097'
 GA1097'THE INTERSECTION STATION T.V.A., JOHN SEVIER STEAM PLANT, MICRO WAVE
 GA1097'MAST, ROGERSVILLE WILL
 GA1097'SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 GA1097'
 GA1097'ALL OBSERVATIONS WERE MADE FROM A 74 FOOT TOWER.
 GA1097'
 GA1097'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA1097
 GA1097                          STATION RECOVERY (1964)
 GA1097
 GA1097'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1097'IN ROGERSVILLE.
 GA1097'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO
 GA1097'0.9 MILE NORTHEAST ON U.S. HIGHWAY 11W TO A GRAVELED DRIVE ON THE
 GA1097'LEFT, TURN LEFT AND GO 0.1 MILE NORTHWEST TO A GATE, CONTINUE
 GA1097'STRAIGHT AHEAD, PASSING THROUGH THE GATE, FOR 100 FEET NORTHWEST
 GA1097'TO ANOTHER GATE, CONTINUE THROUGH THE SECOND GATE THEN TURN RIGHT,
 GA1097'PASSING THROUGH THE THIRD GATE, AND GO 0.05 MILE NORTHEAST TO A
 GA1097'BEND IN THE ROAD LEFT, TURN LEFT AND GO 0.1 MILE NORTHWEST ON THE
 GA1097'FARM ROAD TO THE FOURTH GATE, PASS THROUGH THE GATE AND TURN
 GA1097'RIGHT AND GO 0.4 MILE NORTHEAST ACROSS A FIELD TO AN OSAGE
 GA1097'ORANGE TREE, A FENCE LINE AND THE STATION.  THE MARK IS A STANDARD
 GA1097'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1097'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0667 ***********************************************************************
 FD0667  DESIGNATION -  FRANK AZ MK
 FD0667  PID         -  FD0667
 FD0667  STATE/COUNTY-  TN/WILLIAMSON
 FD0667  USGS QUAD   -  FRANKLIN (1981)
 FD0667
 FD0667                         *CURRENT SURVEY CONTROL
 FD0667  ___________________________________________________________________
 FD0667* NAD 83(1986)-  35 55 06.     (N)    086 52 28.     (W)     SCALED    
 FD0667* NAVD 88     -       201.236  (meters)     660.22   (feet)  ADJUSTED  
 FD0667  ___________________________________________________________________
 FD0667  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0667  DYNAMIC HT  -         201.060 (meters)     659.64  (feet)  COMP
 FD0667  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 FD0667
 FD0667  VERT ORDER  -  SECOND    CLASS 0
 FD0667
 FD0667.The horizontal coordinates were scaled from a topographic map and have
 FD0667.an estimated accuracy of +/- 6 seconds.
 FD0667
 FD0667.The orthometric height was determined by differential leveling
 FD0667.and adjusted by the National Geodetic Survey in June 1991..
 FD0667
 FD0667.The geoid height was determined by GEOID03.
 FD0667
 FD0667.The dynamic height is computed by dividing the NAVD 88
 FD0667.geopotential number by the normal gravity value computed on the
 FD0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0667.degrees latitude (g = 980.6199 gals.).
 FD0667
 FD0667.The modeled gravity was interpolated from observed gravity values.
 FD0667
 FD0667;                    North         East    Units  Estimated Accuracy
 FD0667;SPC TN       -   176,210.      521,080.      MT  (+/- 180 meters Scaled)
 FD0667
 FD0667                          SUPERSEDED SURVEY CONTROL
 FD0667
 FD0667  NGVD 29 (??/??/??)  201.22   (m)          660.2    (f) RESET       3  
 FD0667
 FD0667.Superseded values are not recommended for survey control.
 FD0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0667.See file dsdata.txt to determine how the superseded data were derived.
 FD0667
 FD0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE113748(NAD 83)
 FD0667_MARKER: DD = SURVEY DISK
 FD0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0667_STAMPING: FRANK AZI 1962
 FD0667_MARK LOGO: TNHD  
 FD0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0667+STABILITY: SURFACE MOTION
 FD0667
 FD0667  HISTORY     - Date     Condition        Report By
 FD0667  HISTORY     - 1962     MONUMENTED       TNHD
 FD0667  HISTORY     - 1963     GOOD             TNHD
 FD0667  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0667
 FD0667                          STATION DESCRIPTION
 FD0667
 FD0667'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0667'IN FRANKLIN.
 FD0667'TO REACH THE MARK FROM THE STATION FRANK 1962, GO NORTH, PASSING
 FD0667'WEST OF THE ARMORY BUILDING, TO W. FOWLKES STREET, TURN LEFT AND
 FD0667'GO 0.1 MILE TO NO. 146 W. FOWLKES STREET AND THE AZIMUTH
 FD0667'MARK ON THE RIGHT.  THE MARK IS 42 FEET EAST OF THE SOUTHEAST
 FD0667'CORNER OF HOUSE NO. 146 ON W. FOWLKES STREET, 2.5 FEET WEST OF A
 FD0667'WITNESS POST AND 2 FEET SOUTH OF A FENCE CORNER.  IT IS SET IN
 FD0667'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0667
 FD0667                          STATION RECOVERY (1984)
 FD0667
 FD0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0667'NOT RECOVERED.  POSSIBLY TAKEN OUT BY ROAD CONSTRUCTION AND CHURCH
 FD0667'LANDSCAPING.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0664 ***********************************************************************
 FD0664  DESIGNATION -  FRANK RM 1
 FD0664  PID         -  FD0664
 FD0664  STATE/COUNTY-  TN/WILLIAMSON
 FD0664  USGS QUAD   -  FRANKLIN (1981)
 FD0664
 FD0664                         *CURRENT SURVEY CONTROL
 FD0664  ___________________________________________________________________
 FD0664* NAD 83(1986)-  35 55 02.     (N)    086 52 24.     (W)     SCALED    
 FD0664* NAVD 88     -       212.594  (meters)     697.49   (feet)  ADJUSTED  
 FD0664  ___________________________________________________________________
 FD0664  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0664  DYNAMIC HT  -         212.408 (meters)     696.88  (feet)  COMP
 FD0664  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FD0664
 FD0664  VERT ORDER  -  SECOND    CLASS 0
 FD0664
 FD0664.The horizontal coordinates were scaled from a topographic map and have
 FD0664.an estimated accuracy of +/- 6 seconds.
 FD0664
 FD0664.The orthometric height was determined by differential leveling
 FD0664.and adjusted by the National Geodetic Survey in June 1991..
 FD0664
 FD0664.The geoid height was determined by GEOID03.
 FD0664
 FD0664.The dynamic height is computed by dividing the NAVD 88
 FD0664.geopotential number by the normal gravity value computed on the
 FD0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0664.degrees latitude (g = 980.6199 gals.).
 FD0664
 FD0664.The modeled gravity was interpolated from observed gravity values.
 FD0664
 FD0664;                    North         East    Units  Estimated Accuracy
 FD0664;SPC TN       -   176,080.      521,180.      MT  (+/- 180 meters Scaled)
 FD0664
 FD0664                          SUPERSEDED SURVEY CONTROL
 FD0664
 FD0664  NGVD 29 (??/??/??)  212.57   (m)          697.4    (f) RESET       3  
 FD0664
 FD0664.Superseded values are not recommended for survey control.
 FD0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0664.See file dsdata.txt to determine how the superseded data were derived.
 FD0664
 FD0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114747(NAD 83)
 FD0664_MARKER: DD = SURVEY DISK
 FD0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0664_STAMPING: FRANK RM 1 1962
 FD0664_MARK LOGO: TNHD  
 FD0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0664+STABILITY: SURFACE MOTION
 FD0664
 FD0664  HISTORY     - Date     Condition        Report By
 FD0664  HISTORY     - 1962     MONUMENTED       TNHD
 FD0664  HISTORY     - 1963     GOOD             TNHD
 FD0664  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0664
 FD0664                          STATION DESCRIPTION
 FD0664
 FD0664'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0664'IN FRANKLIN.
 FD0664'THE MARK IS LOCATED AT THE FRANK 1962 STATION SITE, 29 FEET SOUTH
 FD0664'OF THE CENTER LINE OF A DRIVE AND 1 FOOT NORTH OF A FENCE.  IT
 FD0664'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0664
 FD0664                          STATION RECOVERY (1984)
 FD0664
 FD0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0664'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1096 ***********************************************************************
 GA1096  DESIGNATION -  FRANK RM 1
 GA1096  PID         -  GA1096
 GA1096  STATE/COUNTY-  TN/HAWKINS
 GA1096  USGS QUAD   -  BUREM (1976)
 GA1096
 GA1096                         *CURRENT SURVEY CONTROL
 GA1096  ___________________________________________________________________
 GA1096* NAD 83(1986)-  36 25 11.     (N)    082 59 33.     (W)     SCALED    
 GA1096* NAVD 88     -       433.112  (meters)    1420.97   (feet)  ADJUSTED  
 GA1096  ___________________________________________________________________
 GA1096  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1096  DYNAMIC HT  -         432.719 (meters)    1419.68  (feet)  COMP
 GA1096  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA1096
 GA1096  VERT ORDER  -  SECOND    CLASS 0
 GA1096
 GA1096.The horizontal coordinates were scaled from a topographic map and have
 GA1096.an estimated accuracy of +/- 6 seconds.
 GA1096
 GA1096.The orthometric height was determined by differential leveling
 GA1096.and adjusted by the National Geodetic Survey in June 1991..
 GA1096
 GA1096.The geoid height was determined by GEOID03.
 GA1096
 GA1096.The dynamic height is computed by dividing the NAVD 88
 GA1096.geopotential number by the normal gravity value computed on the
 GA1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1096.degrees latitude (g = 980.6199 gals.).
 GA1096
 GA1096.The modeled gravity was interpolated from observed gravity values.
 GA1096
 GA1096;                    North         East    Units  Estimated Accuracy
 GA1096;SPC TN       -   235,630.      869,680.      MT  (+/- 180 meters Scaled)
 GA1096
 GA1096                          SUPERSEDED SURVEY CONTROL
 GA1096
 GA1096  NGVD 29 (??/??/92)  433.252  (m)         1421.43   (f) ADJ UNCH    2 0
 GA1096
 GA1096.Superseded values are not recommended for survey control.
 GA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1096.See file dsdata.txt to determine how the superseded data were derived.
 GA1096
 GA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA213323(NAD 83)
 GA1096_MARKER: DD = SURVEY DISK
 GA1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1096_STAMPING: FRANK RM-1 1963
 GA1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1096+STABILITY: SURFACE MOTION
 GA1096
 GA1096  HISTORY     - Date     Condition        Report By
 GA1096  HISTORY     - 1963     MONUMENTED       TNHD
 GA1096
 GA1096                          STATION DESCRIPTION
 GA1096
 GA1096'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA1096'IN ROGERSVILLE.
 GA1096'THE MARK IS LOCATED AT THE FRANK 1963 STATION SITE, 4 FEET SOUTHWEST
 GA1096'OF THE FENCE LINE AND 109.5 FEET SOUTHEAST OF THE STATION.  THE
 GA1096'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA1096'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0666 ***********************************************************************
 FD0666  DESIGNATION -  FRANK RM 2
 FD0666  PID         -  FD0666
 FD0666  STATE/COUNTY-  TN/WILLIAMSON
 FD0666  USGS QUAD   -  FRANKLIN (1981)
 FD0666
 FD0666                         *CURRENT SURVEY CONTROL
 FD0666  ___________________________________________________________________
 FD0666* NAD 83(1986)-  35 55 02.     (N)    086 52 24.     (W)     SCALED    
 FD0666* NAVD 88     -       212.206  (meters)     696.21   (feet)  ADJUSTED  
 FD0666  ___________________________________________________________________
 FD0666  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0666  DYNAMIC HT  -         212.020 (meters)     695.60  (feet)  COMP
 FD0666  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FD0666
 FD0666  VERT ORDER  -  SECOND    CLASS 0
 FD0666
 FD0666.The horizontal coordinates were scaled from a topographic map and have
 FD0666.an estimated accuracy of +/- 6 seconds.
 FD0666
 FD0666.The orthometric height was determined by differential leveling
 FD0666.and adjusted by the National Geodetic Survey in June 1991..
 FD0666
 FD0666.The geoid height was determined by GEOID03.
 FD0666
 FD0666.The dynamic height is computed by dividing the NAVD 88
 FD0666.geopotential number by the normal gravity value computed on the
 FD0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0666.degrees latitude (g = 980.6199 gals.).
 FD0666
 FD0666.The modeled gravity was interpolated from observed gravity values.
 FD0666
 FD0666;                    North         East    Units  Estimated Accuracy
 FD0666;SPC TN       -   176,080.      521,180.      MT  (+/- 180 meters Scaled)
 FD0666
 FD0666                          SUPERSEDED SURVEY CONTROL
 FD0666
 FD0666  NGVD 29 (??/??/??)  212.19   (m)          696.2    (f) RESET       3  
 FD0666
 FD0666.Superseded values are not recommended for survey control.
 FD0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0666.See file dsdata.txt to determine how the superseded data were derived.
 FD0666
 FD0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114747(NAD 83)
 FD0666_MARKER: DD = SURVEY DISK
 FD0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0666_STAMPING: FRANK RM 2 1962
 FD0666_MARK LOGO: TNHD  
 FD0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0666+STABILITY: SURFACE MOTION
 FD0666
 FD0666  HISTORY     - Date     Condition        Report By
 FD0666  HISTORY     - 1962     MONUMENTED       TNHD
 FD0666  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0666
 FD0666                          STATION DESCRIPTION
 FD0666
 FD0666'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0666'IN FRANKLIN.
 FD0666'THE MARK IS LOCATED AT THE FRANK 1962 STATION SITE, 59 FEET
 FD0666'SOUTHWEST OF A TRIPLE-TRUNKED TREE, AND 1 FOOT NORTH OF A FENCE.
 FD0666'IT IS SET IN A 10-INCH SQUARE FLUSH, CONCRETE MONUMENT.
 FD0666
 FD0666                          STATION RECOVERY (1984)
 FD0666
 FD0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0666'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1098 ***********************************************************************
 GA1098  DESIGNATION -  FRANK RM 2
 GA1098  PID         -  GA1098
 GA1098  STATE/COUNTY-  TN/HAWKINS
 GA1098  USGS QUAD   -  BUREM (1976)
 GA1098
 GA1098                         *CURRENT SURVEY CONTROL
 GA1098  ___________________________________________________________________
 GA1098* NAD 83(1986)-  36 25 11.     (N)    082 59 33.     (W)     SCALED    
 GA1098* NAVD 88     -       435.825  (meters)    1429.87   (feet)  ADJUSTED  
 GA1098  ___________________________________________________________________
 GA1098  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1098  DYNAMIC HT  -         435.430 (meters)    1428.57  (feet)  COMP
 GA1098  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA1098
 GA1098  VERT ORDER  -  SECOND    CLASS 0
 GA1098
 GA1098.The horizontal coordinates were scaled from a topographic map and have
 GA1098.an estimated accuracy of +/- 6 seconds.
 GA1098
 GA1098.The orthometric height was determined by differential leveling
 GA1098.and adjusted by the National Geodetic Survey in June 1991..
 GA1098
 GA1098.The geoid height was determined by GEOID03.
 GA1098
 GA1098.The dynamic height is computed by dividing the NAVD 88
 GA1098.geopotential number by the normal gravity value computed on the
 GA1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1098.degrees latitude (g = 980.6199 gals.).
 GA1098
 GA1098.The modeled gravity was interpolated from observed gravity values.
 GA1098
 GA1098;                    North         East    Units  Estimated Accuracy
 GA1098;SPC TN       -   235,630.      869,680.      MT  (+/- 180 meters Scaled)
 GA1098
 GA1098                          SUPERSEDED SURVEY CONTROL
 GA1098
 GA1098  NGVD 29 (??/??/92)  435.965  (m)         1430.33   (f) ADJ UNCH    2 0
 GA1098
 GA1098.Superseded values are not recommended for survey control.
 GA1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1098.See file dsdata.txt to determine how the superseded data were derived.
 GA1098
 GA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA213323(NAD 83)
 GA1098_MARKER: DD = SURVEY DISK
 GA1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1098_STAMPING: FRANK RM-2 1963
 GA1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1098+STABILITY: SURFACE MOTION
 GA1098
 GA1098  HISTORY     - Date     Condition        Report By
 GA1098  HISTORY     - 1963     MONUMENTED       TNHD
 GA1098  HISTORY     - 1964     GOOD             TNHD
 GA1098
 GA1098                          STATION DESCRIPTION
 GA1098
 GA1098'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1098'IN ROGERSVILLE.
 GA1098'THE MARK IS LOCATED AT THE FRANK 1963 STATION SITE, 3 FEET
 GA1098'SOUTHWEST OF THE FENCE LINE AND 100.5 FEET NORTHWEST OF THE
 GA1098'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1098'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA1098'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0262 ***********************************************************************
 GC0262  DESIGNATION -  FRANKLIN
 GC0262  PID         -  GC0262
 GC0262  STATE/COUNTY-  TN/WILSON
 GC0262  USGS QUAD   -  LEBANON (1983)
 GC0262
 GC0262                         *CURRENT SURVEY CONTROL
 GC0262  ___________________________________________________________________
 GC0262* NAD 83(1995)-  36 11 07.56961(N)    086 18 13.68863(W)     ADJUSTED  
 GC0262* NAVD 88     -       178.685  (meters)     586.24   (feet)  ADJUSTED  
 GC0262  ___________________________________________________________________
 GC0262  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GC0262  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0262  DYNAMIC HT  -         178.537 (meters)     585.75  (feet)  COMP
 GC0262  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GC0262
 GC0262  HORZ ORDER  -  SECOND
 GC0262  VERT ORDER  -  SECOND    CLASS 0
 GC0262
 GC0262.The horizontal coordinates were established by classical geodetic methods
 GC0262.and adjusted by the National Geodetic Survey in April 1999..
 GC0262
 GC0262.The orthometric height was determined by differential leveling
 GC0262.and adjusted by the National Geodetic Survey in June 1991..
 GC0262
 GC0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0262
 GC0262.The geoid height was determined by GEOID03.
 GC0262
 GC0262.The dynamic height is computed by dividing the NAVD 88
 GC0262.geopotential number by the normal gravity value computed on the
 GC0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0262.degrees latitude (g = 980.6199 gals.).
 GC0262
 GC0262.The modeled gravity was interpolated from observed gravity values.
 GC0262
 GC0262;                    North         East     Units Scale Factor Converg.
 GC0262;SPC TN       -   205,533.126   572,673.268   MT  0.99996715   -0 10 40.3
 GC0262;SPC TN       -   674,319.93  1,878,845.55   sFT  0.99996715   -0 10 40.3
 GC0262;UTM  16      - 4,004,740.885   562,599.880   MT  0.99964828   +0 24 39.8
 GC0262
 GC0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0262!SPC TN       -   0.99997652  x   0.99996715  =   0.99994367
 GC0262!UTM  16      -   0.99997652  x   0.99964828  =   0.99962481
 GC0262
 GC0262|---------------------------------------------------------------------|
 GC0262| PID    Reference Object                     Distance      Geod. Az  |
 GC0262|                                                           dddmmss.s |
 GC0262| GC0261 FRANKLIN RM 2                        24.476 METERS 00659     |
 GC0262| GC2154 LEBANON MUNICIPAL STANDPIPE         APPROX. 3.9 KM 0375137.4 |
 GC0262| GC2157 LEBANON RADIO STA WCOR MAST         APPROX. 4.1 KM 0531614.7 |
 GC0262| GC0263 FRANKLIN RM 1                        34.345 METERS 10052     |
 GC0262| CG5831 FRANKLIN AZ MK                                     1163124.5 |
 GC0262| GC2155 LEBANON MUNICIPAL TANK              APPROX. 4.5 KM 3402346.2 |
 GC0262|---------------------------------------------------------------------|
 GC0262
 GC0262                          SUPERSEDED SURVEY CONTROL
 GC0262
 GC0262  NAD 83(1995)-  36 11 07.57254(N)    086 18 13.69134(W) AD(       ) 2
 GC0262  NAD 83(1995)-  36 11 07.57472(N)    086 18 13.69254(W) AD(       ) 2
 GC0262  NAD 83(1986)-  36 11 07.58085(N)    086 18 13.69089(W) AD(       ) 2
 GC0262  NAD 27      -  36 11 07.38220(N)    086 18 13.71900(W) AD(       ) 2
 GC0262  NGVD 29 (??/??/92)  178.747  (m)          586.44   (f) ADJ UNCH    2 0
 GC0262
 GC0262.Superseded values are not recommended for survey control.
 GC0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0262.See file dsdata.txt to determine how the superseded data were derived.
 GC0262
 GC0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6260004741(NAD 83)
 GC0262_MARKER: DS = TRIANGULATION STATION DISK
 GC0262_SETTING: 66 = SET IN ROCK OUTCROP
 GC0262_SP_SET: BEDROCK
 GC0262_STAMPING: FRANKLIN 1960
 GC0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0262+STABILITY: POSITION/ELEVATION WELL
 GC0262
 GC0262  HISTORY     - Date     Condition        Report By
 GC0262  HISTORY     - 1960     MONUMENTED       CGS
 GC0262  HISTORY     - 1960     GOOD             CGS
 GC0262
 GC0262                          STATION DESCRIPTION
 GC0262
 GC0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0262'THE STATION IS LOCATED ABOUT 1.6 MILES SOUTH OF LEBANON ON PROPERTY
 GC0262'OWNED BY MILDRED COOPER.
 GC0262'
 GC0262'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO W FOR 1 BLOCK,
 GC0262'TURN LEFT, S, ON S MAPLE STREET FOR 1.35 MILES TO FORKS,
 GC0262'KEEP RIGHT, SOUTH, FOR 0.15 MILE TO FORKS, KEEP LEFT, SOUTH, FOR 0.25
 GC0262'MILE TO A WOODEN GATE ON THE LEFT, TURN LEFT, EAST FOR 0.05 MILE TO
 GC0262'THE STATION IN THE SOUTHWEST CORNER OF THE GARDEN.
 GC0262'
 GC0262'STATION MARK IS 22 FEET EAST OF THE SOUTHEAST CORNER OF A TOOL SHED,
 GC0262'9.5 FEET NORTHEAST OF A WITNESS SIGN WHICH IS WIRED TO A WIRE FENCE
 GC0262'AND 6 FEET NORTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK
 GC0262'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 6 INCHES BELOW THE
 GC0262'SURFACE, SET FLUSH, AND IS STAMPED FRANKLIN 1960.
 GC0262'
 GC0262'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF A WIRE FENCE CORNER POST AND
 GC0262'5 FEET SOUTH OF A T-FENCE LINE CORNER POST.  THE MARK IS A
 GC0262'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH, AND IS
 GC0262'STAMPED FRANKLIN NO 1 1960.
 GC0262'
 GC0262'REFERENCE MARK NO. 2 IS 9 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 GC0262'THE TOOL SHED.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 GC0262'CONCRETE POST, SET FLUSH, AND IS STAMPED FRANKLIN NO 2 1960.
 GC0262'
 GC0262'AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF U.S. HIGHWAY 231, 12
 GC0262'FEET EAST OF A WIRE FENCE AND 2.5 FEET EAST OF A WITNESS SIGN.
 GC0262'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0262'BEDROCK, PROJECTS 1 INCH, AND IS STAMPED FRANKLIN 1960.
 GC0262'
 GC0262'TO REACH THE AZIMUTH MARK FROM THE SQUARE IN LEBANON, GO SOUTH ON
 GC0262'U.S. HIGHWAY 231 FOR 1.7 MILES TO THE MARK ON THE RIGHT.
 GC0262'
 GC0262'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 GC0262
 GC0262                          STATION RECOVERY (1960)
 GC0262
 GC0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0262'3.8 MI S FROM LEBANON.
 GC0262'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES SOUTHEAST
 GC0262'ON THE TENNESSEE CENTRAL RAILWAY, THEN 2.05 MILES WEST ON
 GC0262'INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF SOUTH MAPLE STREET,
 GC0262'THEN 0.2 MILE NORTH ON SOUTH MAPLE STREET TO A WOODEN GATE ON THE
 GC0262'RIGHT, PASS THROUGH THE GATE AND GO ABOUT 0.05 MILE EAST TO THE
 GC0262'STATION IN THE SOUTHWEST CORNER OF A GARDEN.  THE STATION MARK
 GC0262'IS 22 FT. EAST OF THE SOUTHEAST CORNER OF A TOOL SHED, 9.5 FT.
 GC0262'NORTHEAST OF A WITNESS SIGN WHICH IS WIRED TO A WIRE FENCE.  THE
 GC0262'DISK IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 6 INCHES
 GC0262'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0625 ***********************************************************************
 GC0625  DESIGNATION -  FRANKLIN
 GC0625  PID         -  GC0625
 GC0625  STATE/COUNTY-  TN/DAVIDSON
 GC0625  USGS QUAD   -  OAK HILL (1968)
 GC0625
 GC0625                         *CURRENT SURVEY CONTROL
 GC0625  ___________________________________________________________________
 GC0625* NAD 83(1995)-  36 06 47.39666(N)    086 46 25.62960(W)     ADJUSTED  
 GC0625* NAVD 88     -       159.291  (meters)     522.61   (feet)  ADJUSTED  
 GC0625  ___________________________________________________________________
 GC0625  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GC0625  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0625  DYNAMIC HT  -         159.154 (meters)     522.16  (feet)  COMP
 GC0625  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GC0625
 GC0625  HORZ ORDER  -  SECOND
 GC0625  VERT ORDER  -  SECOND    CLASS 0
 GC0625
 GC0625.The horizontal coordinates were established by classical geodetic methods
 GC0625.and adjusted by the National Geodetic Survey in April 1999..
 GC0625
 GC0625.The orthometric height was determined by differential leveling
 GC0625.and adjusted by the National Geodetic Survey in June 1991..
 GC0625
 GC0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0625
 GC0625.The geoid height was determined by GEOID03.
 GC0625
 GC0625.The dynamic height is computed by dividing the NAVD 88
 GC0625.geopotential number by the normal gravity value computed on the
 GC0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0625.degrees latitude (g = 980.6199 gals.).
 GC0625
 GC0625.The modeled gravity was interpolated from observed gravity values.
 GC0625
 GC0625;                    North         East     Units Scale Factor Converg.
 GC0625;SPC TN       -   197,747.167   530,335.911   MT  0.99996023   -0 27 10.8
 GC0625;SPC TN       -   648,775.50  1,739,943.73   sFT  0.99996023   -0 27 10.8
 GC0625;UTM  16      - 3,996,523.994   520,358.978   MT  0.99960511   +0 07 60.0
 GC0625
 GC0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0625!SPC TN       -   0.99997958  x   0.99996023  =   0.99993981
 GC0625!UTM  16      -   0.99997958  x   0.99960511  =   0.99958470
 GC0625
 GC0625|---------------------------------------------------------------------|
 GC0625| PID    Reference Object                     Distance      Geod. Az  |
 GC0625|                                                           dddmmss.s |
 GC0625| GC0624 FRANKLIN RM 2                        28.132 METERS 00723     |
 GC0625| GC0627 FRANKLIN RM 1                        22.417 METERS 15437     |
 GC0625| CG5830 FRANKLIN RP A                        27.335 METERS 17405     |
 GC0625| CG5829 FRANKLIN RM 3                        26.027 METERS 18530     |
 GC0625| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 2.5 KM 3201107.5 |
 GC0625|---------------------------------------------------------------------|
 GC0625
 GC0625                          SUPERSEDED SURVEY CONTROL
 GC0625
 GC0625  NAD 83(1995)-  36 06 47.39888(N)    086 46 25.63157(W) AD(       ) 2
 GC0625  NAD 83(1995)-  36 06 47.40068(N)    086 46 25.63133(W) AD(       ) 2
 GC0625  NAD 83(1986)-  36 06 47.40675(N)    086 46 25.63268(W) AD(       ) 2
 GC0625  NAD 27      -  36 06 47.19730(N)    086 46 25.63480(W) AD(       ) 2
 GC0625  NGVD 29 (??/??/92)  159.313  (m)          522.68   (f) ADJ UNCH    2 0
 GC0625
 GC0625.Superseded values are not recommended for survey control.
 GC0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0625.See file dsdata.txt to determine how the superseded data were derived.
 GC0625
 GC0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2035996524(NAD 83)
 GC0625_MARKER: DS = TRIANGULATION STATION DISK
 GC0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0625_STAMPING: FRANKLIN 1959
 GC0625_MARK LOGO: CGS   
 GC0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0625+STABILITY: SURFACE MOTION
 GC0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0625+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2003
 GC0625
 GC0625  HISTORY     - Date     Condition        Report By
 GC0625  HISTORY     - 1959     MONUMENTED       CGS
 GC0625  HISTORY     - 1972     GOOD             NGS
 GC0625  HISTORY     - 1972     GOOD             NGS
 GC0625  HISTORY     - 1984     GOOD             NGS
 GC0625  HISTORY     - 20030217 GOOD             INDIV
 GC0625
 GC0625                          STATION DESCRIPTION
 GC0625
 GC0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0625'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN NASHVILLE ON
 GC0625'THE WEST SIDE OF FRANKLIN ROAD, JUST NORTH OF THE JUNCTION OF
 GC0625'FRANKLIN ROAD AND THOMPSON LANE AND NORTH OF THE BATTLE OF NASHVILLE
 GC0625'STATUE.
 GC0625'
 GC0625'IT IS 33 FEET SOUTHWEST OF A HISTORICAL SIGN BATTLE OF NASHVILLE, 53
 GC0625'FEET WEST OF THE CENTER OF FRANKLIN ROAD AND 97 FEET NORTH OF THE
 GC0625'CENTER OF THE BASE OF THE BATTLE OF NASHVILLE STATUE. IT IS A
 GC0625'STANDARD DISC SET IN THE TOP OF A SQUARE CONCRETE POST SET
 GC0625'FLUSH WITH THE GROUND AND THE DISC IS STAMPED FRANKLIN 1959.
 GC0625'
 GC0625'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE IN THE
 GC0625'TOP STEP OF THE STEPS LEADING TO THE STATUE AND THE DISC IS STAMPED
 GC0625'FRANKLIN NO. 1 1959. IT IS 30 FEET WEST OF THE CENTER OF FRANKLIN
 GC0625'ROAD AND 20.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GC0625'CONCRETE WALL AROUND THE STATUE.
 GC0625'
 GC0625'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A SQUARE
 GC0625'CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND THE DISC IS
 GC0625'STAMPED FRANKLIN NO. 2 1959. IT IS 30 FEET WEST OF THE CENTER OF
 GC0625'FRANKLIN ROAD AND 1 FOOT WEST OF A HIGHWAY SIGN.
 GC0625'
 GC0625'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION AS A SUITABLE
 GC0625'LOCATION COULD NOT BE FOUND.
 GC0625'
 GC0625'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 GC0625
 GC0625                          STATION RECOVERY (1972)
 GC0625
 GC0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GC0625'THE STATION AND ALL MARKS WERE RECOVERED IN APPARENT GOOD CONDITION.
 GC0625'HOWEVER, DUE TO CONSTRUCTION OF A RUN-AROUND ROAD TO PERMIT
 GC0625'CONSTRUCTION OF A MULTIPLE DECKED INTERCHANGE FOR INTERSTATE ROUTE
 GC0625'65, THE REFERENCE MARK NO. 2 WOULD BE DESTROYED. A NEW
 GC0625'REFERENCE MARK NO. 3 AND REFERENCE POINT A (A CHISELED CROSS IN THE
 GC0625'MARBLE STEPS OF THE BATTLE OF NASHVILLE MONUMENT) WERE
 GC0625'ESTABLISHED THIS DATE. THE STATION WAS THEN OCCUPIED AND THE
 GC0625'HORIZONTAL ANGLES OBSERVED ON ALL MARKS USING POSITIONED
 GC0625'INTERSECTION STATION NASHVILLE, WSM MICRO-WAVE PICKUP MAST 1959 AS
 GC0625'THE INITIAL. IN CHECKING THE ANGLES OBSERVED THIS DATE AGAINST THE
 GC0625'1959 OBSERVATIONS, THE ANGLES FOR R.M. NO. 1 AND R.M. NO. 2 FELL WELL
 GC0625'WITHIN THE REQUIRED LIMITS. VERTICAL ANGLES WERE OBSERVED AND SLOPE
 GC0625'DISTANCES MEASURED TO ALL MARKS, AND WHEN REDUCED TO HORIZONTAL A
 GC0625'DISCREPANCY OF -0.16 OF A FOOT WAS NOTED FOR R.M. NO. 2 WHILE R.M.
 GC0625'NO. 1 CHECKED FLAT. RM 2 COMPLETELY DESTROYED UPON
 GC0625'COMPLETION OF WORK.
 GC0625'
 GC0625'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC0625'
 GC0625'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN NASHVILLE
 GC0625'ALONG THE WEST SIDE OF FRANKLIN ROAD, JUST NORTH OF THE
 GC0625'INTERSECTION WITH THOMPSON LANE AND NORTH OF THE BATTLE OF NASHVILLE
 GC0625'MONUMENT. DUE TO THE STATIONS LOCATION, NO STATION TO-REACH IS
 GC0625'DEEMED NECESSARY.
 GC0625'
 GC0625'THE STATION IS 101 FEET EAST-NORTHEAST OF A POWERLINE POLE, 90 FEET
 GC0625'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE MARBLE BASE OF
 GC0625'THE BATTLE OF NASHVILLE MONUMENT, 74 FEET NORTH OF A 24-INCH ELM
 GC0625'TREE, 55 FEET WEST OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 31
 GC0625'(FRANKLIN ROAD), 2.0 FEET WEST OF THE WEST EDGE OF THE DITCH SLOPE
 GC0625'FOR THE RUN-AROUND ROAD, AND 0.7 OF A FOOT WEST OF A METAL WITNESS
 GC0625'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GC0625'SQUARE, CONCRETE MONUMENT ABOUT 1-INCH BELOW THE SWARD, AND THE
 GC0625'DISK IS STAMPED FRANKLIN 1959.
 GC0625'
 GC0625'REFERENCE MARK NO. 1 IS 56 FEET EAST OF THE 24-INCH ELM TREE, 31.9
 GC0625'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MARBLE BASE OF THE
 GC0625'BATTLE OF NASHVILLE MONUMENT, 30 FEET WEST OF THE APPROXIMATE CENTER
 GC0625'OF U. S. HIGHWAY 31 (FRANKLIN ROAD), AND 1.7 FEET NORTH OF THE
 GC0625'SOUTH END OF THE TOP STEP LEADING FROM FRANKLIN ROAD TO THE MONUMENT.
 GC0625'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP
 GC0625'STEP OF THE NORTH STONE STEP LEADING TO THE MONUMENT AND
 GC0625'THE DISK IS STAMPED FRANKLIN 1959 NO. 3  1972.
 GC0625'
 GC0625'REFERENCE MARK NO. 3 IS 72 FEET WEST OF THE APPROXIMATE CENTER OF U.
 GC0625'S. HIGHWAY 31 (FRANKLIN ROAD), 20 FEET EAST- EAST-SOUTHEAST OF
 GC0625'THE 24-INCH ELM TREE, AND 7.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 GC0625'OF THE MARBLE BASE OF THE MONUMENT. IT IS A STANDARD DISK
 GC0625'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING FOR THE MARBLE BASE
 GC0625'OF THE MARBLE BASE OF THE MONUMENT AND THE DISK IS STAMPED
 GC0625'FRANKLIN 1959 NO. 3 1972.
 GC0625'
 GC0625'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC0625'REFERENCE MARK NO. 3 IS 43.83 FEET- 13.358 METERS.
 GC0625'
 GC0625'REFERENCE POINT A IS A CHISELED CROSS IN THE NORTHEAST CORNER OF THE
 GC0625'MARBLE STEPS OF THE BATTLE OF NASHVILLE MONUMENT.
 GC0625'
 GC0625'AS ALL MARKS AT THIS STATION WERE BENCH MARKS, AN ELEVATION WAS
 GC0625'TRANSFERRED FROM BENCH MARK FRANKLIN R.M. 2 1959 TO REFERENCE
 GC0625'MARK NO. 3 ESTABLISHED THIS DATE.
 GC0625
 GC0625                          STATION RECOVERY (1972)
 GC0625
 GC0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GC0625'AT NASHVILLE.
 GC0625'IT IS LOCATED ABOUT 4 MILES SOUTH OF DOWNTOWN NASHVILLE ALONG
 GC0625'THE WEST SIDE OF FRANKLIN ROAD, JUST NORTH OF THE INTERSECTION
 GC0625'OF THOMPSON LANE AND NORTH OF THE BATTLE OF NASHVILLE MONUMENT,
 GC0625'AND AT THE FRANKLIN 1959 TRIANGULATION STATION SITE.  IT IS 101 FEET
 GC0625'EAST-NORTHEAST OF A POWERLINE POLE, 90 FEET NORTH-NORTHWEST OF THE
 GC0625'NORTHEAST CORNER OF THE MARBLE BASE OF THE MONUMENT, 85.39 FEET
 GC0625'NORTH OF FRANKLIN R.M. 3, 74 FEET NORTH OF A 24-INCH ELM TREE,
 GC0625'73.55 FEET WEST-NORTHWEST OF FRANKLIN R.M. 1, 55 FEET WEST OF THE
 GC0625'APPROXIMATE CENTER OF U.S. HIGHWAY 31 (FRANKLIN ROAD), 2.0 FEET WEST
 GC0625'OF THE WEST EDGE OF A DITCH SLOPE, AND 0.7 OF A FOOT WEST OF A
 GC0625'METAL WITNESS POST AND SIGN.  IT IS A STANDARD TRIANGULATION STATION
 GC0625'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT
 GC0625'1-INCH BELOW THE SWARD, AND THE DISK IS STAMPED FRANKLIN 1959.
 GC0625
 GC0625                          STATION RECOVERY (1984)
 GC0625
 GC0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0625'RECOVERED IN GOOD CONDITION.  NOTE, STATION IS 2.7 METERS (9.0 FT)
 GC0625'EAST-NORTHEAST OF AN OPENING IN A WIRE SECURITY FENCE.  NOT LEVELED TO
 GC0625'THIS SURVEY.
 GC0625
 GC0625                          STATION RECOVERY (2003)
 GC0625
 GC0625'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SWC)
 GC0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0323 ***********************************************************************
 GC0323  DESIGNATION -  FRANKLIN
 GC0323  PID         -  GC0323
 GC0323  STATE/COUNTY-  TN/SUMNER
 GC0323  USGS QUAD   -  BETHPAGE (1994)
 GC0323
 GC0323                         *CURRENT SURVEY CONTROL
 GC0323  ___________________________________________________________________
 GC0323* NAD 83(1986)-  36 28 09.     (N)    086 19 56.     (W)     SCALED    
 GC0323* NAVD 88     -       193.288  (meters)     634.15   (feet)  ADJUSTED  
 GC0323  ___________________________________________________________________
 GC0323  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0323  DYNAMIC HT  -         193.133 (meters)     633.64  (feet)  COMP
 GC0323  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GC0323
 GC0323  VERT ORDER  -  SECOND    CLASS 0
 GC0323
 GC0323.The horizontal coordinates were scaled from a topographic map and have
 GC0323.an estimated accuracy of +/- 6 seconds.
 GC0323
 GC0323.The orthometric height was determined by differential leveling
 GC0323.and adjusted by the National Geodetic Survey in June 1991..
 GC0323
 GC0323.The geoid height was determined by GEOID03.
 GC0323
 GC0323.The dynamic height is computed by dividing the NAVD 88
 GC0323.geopotential number by the normal gravity value computed on the
 GC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0323.degrees latitude (g = 980.6199 gals.).
 GC0323
 GC0323.The modeled gravity was interpolated from observed gravity values.
 GC0323
 GC0323;                    North         East    Units  Estimated Accuracy
 GC0323;SPC TN       -   237,030.      570,220.      MT  (+/- 180 meters Scaled)
 GC0323
 GC0323                          SUPERSEDED SURVEY CONTROL
 GC0323
 GC0323  NGVD 29 (??/??/92)  193.373  (m)          634.42   (f) ADJ UNCH    2 0
 GC0323
 GC0323.Superseded values are not recommended for survey control.
 GC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0323.See file dsdata.txt to determine how the superseded data were derived.
 GC0323
 GC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF598361(NAD 83)
 GC0323_MARKER: DD = SURVEY DISK
 GC0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0323_STAMPING: FRANKLIN 1961
 GC0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0323+STABILITY: SURFACE MOTION
 GC0323
 GC0323  HISTORY     - Date     Condition        Report By
 GC0323  HISTORY     - 1961     MONUMENTED       TNHD
 GC0323
 GC0323                          STATION DESCRIPTION
 GC0323
 GC0323'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0323'1.6 MI SW FROM BETHPAGE.
 GC0323'FROM THE POST OFFICE IN BETHPAGE, GO SOUTHWEST ON STATE HIGHWAY
 GC0323'6 FOR 1.6 MILES TO A DRIVEWAY ON THE LEFT, TURN LEFT, EAST, ON
 GC0323'THIS DRIVEWAY AND GO 0.05 MILE TO THE STATION ON THE LEFT.  THE
 GC0323'STATION MARK IS 152 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR.
 GC0323'FRANKLINS HOUSE AND 18 FEET WEST OF A WITNESS POST.  THE DISK IS
 GC0323'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0323'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2171 ***********************************************************************
 GC2171  DESIGNATION -  FRANKLIN
 GC2171  PID         -  GC2171
 GC2171  STATE/COUNTY-  TN/SUMNER
 GC2171  USGS QUAD   -  BETHPAGE (1994)
 GC2171
 GC2171                         *CURRENT SURVEY CONTROL
 GC2171  ___________________________________________________________________
 GC2171* NAD 83(1995)-  36 28 09.04887(N)    086 19 55.24081(W)     ADJUSTED  
 GC2171* NAVD 88     -       193.1    (meters)     634.     (feet)  VERTCON   
 GC2171  ___________________________________________________________________
 GC2171  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GC2171  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2171
 GC2171  HORZ ORDER  -  SECOND
 GC2171
 GC2171.The horizontal coordinates were established by classical geodetic methods
 GC2171.and adjusted by the National Geodetic Survey in April 1999..
 GC2171
 GC2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2171
 GC2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2171
 GC2171.The geoid height was determined by GEOID03.
 GC2171
 GC2171;                    North         East     Units Scale Factor Converg.
 GC2171;SPC TN       -   237,026.461   570,242.723   MT  1.00000974   -0 11 39.7
 GC2171;SPC TN       -   777,644.31  1,870,871.33   sFT  1.00000974   -0 11 39.7
 GC2171;UTM  16      - 4,036,196.808   559,846.002   MT  0.99964413   +0 23 49.4
 GC2171
 GC2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2171!SPC TN       -   0.99997431  x   1.00000974  =   0.99998405
 GC2171!UTM  16      -   0.99997431  x   0.99964413  =   0.99961844
 GC2171
 GC2171|---------------------------------------------------------------------|
 GC2171| PID    Reference Object                     Distance      Geod. Az  |
 GC2171|                                                           dddmmss.s |
 GC2171| GC0324 FRANKLIN RM 1                        31.344 METERS 06525     |
 GC2171| GC0322 FRANKLIN RM 2                        24.096 METERS 20013     |
 GC2171| CG5832 FRANKLIN AZ MK                                     2412646.3 |
 GC2171|---------------------------------------------------------------------|
 GC2171
 GC2171                          SUPERSEDED SURVEY CONTROL
 GC2171
 GC2171  NAD 83(1995)-  36 28 09.04978(N)    086 19 55.24179(W) AD(       ) 2
 GC2171  NAD 83(1995)-  36 28 09.05678(N)    086 19 55.24465(W) AD(       ) 2
 GC2171  NAD 83(1986)-  36 28 09.05874(N)    086 19 55.24449(W) AD(       ) 2
 GC2171  NAD 27      -  36 28 08.90220(N)    086 19 55.27720(W) AD(       ) 2
 GC2171  NGVD 29 (07/19/86)  193.2    (m)          634.     (f) VERT ANG       
 GC2171
 GC2171.Superseded values are not recommended for survey control.
 GC2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2171.See file dsdata.txt to determine how the superseded data were derived.
 GC2171
 GC2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5984636197(NAD 83)
 GC2171_MARKER: DD = SURVEY DISK
 GC2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2171
 GC2171  HISTORY     - Date     Condition        Report By
 GC2171  HISTORY     - 1961     MONUMENTED       TNHD
 GC2171
 GC2171                          STATION DESCRIPTION
 GC2171
 GC2171'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2171'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF BETHPAGE.
 GC2171'
 GC2171'TO REACH THE STATION FROM THE POST OFFICE IN BETHPAGE, GO SOUTHWEST
 GC2171'ON STATE ROUTE 6 FOR 1.6 MILES TO A DRIVEWAY ON THE LEFT, TURN LEFT,
 GC2171'EAST, ON THIS DRIVEWAY AND GO 0.05 MILE TO THE STATION ON THE LEFT AS
 GC2171'DESCRIBED.
 GC2171'
 GC2171'THE STATION IS 152 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR.
 GC2171'FRANKLINS HOUSE AND 1.8 FEET WEST OF A WITNESS POST.  SURFACE AND
 GC2171'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GC2171'STAMPED FRANKLIN 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC2171'BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 GC2171'FLUSH, CONCRETE MONUMENT.
 GC2171'
 GC2171'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A LONE, 24-INCH HACKBERRY
 GC2171'TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2171'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK
 GC2171'IS STAMPED FRANKLIN RM-1 1961.
 GC2171'
 GC2171'REFERENCE MARK NO. 2 IS 127 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC2171'MR. FRANKLINS HOUSE AND 2 FEET NORTHEAST OF A 42-INCH ELM TREE.
 GC2171'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2171'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED
 GC2171'FRANKLIN RM-2 1961.
 GC2171'
 GC2171'THE AZIMUTH MARK IS 186 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GC2171'ROUTE 6, 39 FEET EAST OF A FENCE CORNER POST, 7 FEET SOUTH OF THE
 GC2171'APPROXIMATE CENTER OF A DRIVEWAY, 1.5 FEET EAST OF A WITNESS POST,
 GC2171'AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS A STANDARD TENNESSEE
 GC2171'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2171'MONUMENT, AND THE DISK IS STAMPED FRANKLIN AZI 1961.
 GC2171'
 GC2171'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 GC2171'ROUTE 6 FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO
 GC2171'WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE LEFT AS
 GC2171'DESCRIBED.
 GC2171'
 GC2171'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0264 ***********************************************************************
 GC0264  DESIGNATION -  FRANKLIN AZ MK
 GC0264  PID         -  GC0264
 GC0264  STATE/COUNTY-  TN/WILSON
 GC0264  USGS QUAD   -  LEBANON (1983)
 GC0264
 GC0264                         *CURRENT SURVEY CONTROL
 GC0264  ___________________________________________________________________
 GC0264* NAD 83(1986)-  36 11 06.     (N)    086 18 00.     (W)     SCALED    
 GC0264* NAVD 88     -       173.162  (meters)     568.12   (feet)  ADJUSTED  
 GC0264  ___________________________________________________________________
 GC0264  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0264  DYNAMIC HT  -         173.018 (meters)     567.64  (feet)  COMP
 GC0264  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GC0264
 GC0264  VERT ORDER  -  SECOND    CLASS 0
 GC0264
 GC0264.The horizontal coordinates were scaled from a topographic map and have
 GC0264.an estimated accuracy of +/- 6 seconds.
 GC0264
 GC0264.The orthometric height was determined by differential leveling
 GC0264.and adjusted by the National Geodetic Survey in June 1991..
 GC0264
 GC0264.The geoid height was determined by GEOID03.
 GC0264
 GC0264.The dynamic height is computed by dividing the NAVD 88
 GC0264.geopotential number by the normal gravity value computed on the
 GC0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0264.degrees latitude (g = 980.6199 gals.).
 GC0264
 GC0264.The modeled gravity was interpolated from observed gravity values.
 GC0264
 GC0264;                    North         East    Units  Estimated Accuracy
 GC0264;SPC TN       -   205,480.      573,020.      MT  (+/- 180 meters Scaled)
 GC0264
 GC0264                          SUPERSEDED SURVEY CONTROL
 GC0264
 GC0264  NGVD 29 (??/??/92)  173.16   (m)          568.1    (f) COMPUTED    2 0
 GC0264
 GC0264.Superseded values are not recommended for survey control.
 GC0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0264.See file dsdata.txt to determine how the superseded data were derived.
 GC0264
 GC0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF629046(NAD 83)
 GC0264_MARKER: DZ = AZIMUTH MARK DISK
 GC0264_SETTING: 66 = SET IN ROCK OUTCROP
 GC0264_SP_SET: BEDROCK
 GC0264_STAMPING: FRANKLIN 1960
 GC0264_MARK LOGO: CGS   
 GC0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0264+STABILITY: POSITION/ELEVATION WELL
 GC0264
 GC0264  HISTORY     - Date     Condition        Report By
 GC0264  HISTORY     - 1960     MONUMENTED       CGS
 GC0264
 GC0264                          STATION DESCRIPTION
 GC0264
 GC0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0264'3.4 MI S FROM LEBANON.
 GC0264'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0264'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 1.65 MILES WEST ON
 GC0264'INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF STATE HIGHWAY 231.
 GC0264'THE AZIMUTH MARK IS ABOUT 100 YARDS NORTH OF THE CENTER OF THE
 GC0264'PROPOSED INTERSTATE HIGHWAY 40, 36 FT. WEST OF THE CENTER OF
 GC0264'STATE HIGHWAY 231, 12 FT. EAST OF A WIRE FENCE, AND 2.5 FT.
 GC0264'EAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE
 GC0264'IN OUTCROPPING BED ROCK AND IS ABOUT 2 FT. BELOW THE LEVEL OF
 GC0264'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0325 ***********************************************************************
 GC0325  DESIGNATION -  FRANKLIN AZ MK
 GC0325  PID         -  GC0325
 GC0325  STATE/COUNTY-  TN/SUMNER
 GC0325  USGS QUAD   -  BETHPAGE (1994)
 GC0325
 GC0325                         *CURRENT SURVEY CONTROL
 GC0325  ___________________________________________________________________
 GC0325* NAD 83(1986)-  36 28 08.     (N)    086 20 01.     (W)     SCALED    
 GC0325* NAVD 88     -       192.275  (meters)     630.82   (feet)  ADJUSTED  
 GC0325  ___________________________________________________________________
 GC0325  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0325  DYNAMIC HT  -         192.121 (meters)     630.32  (feet)  COMP
 GC0325  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 GC0325
 GC0325  VERT ORDER  -  SECOND    CLASS 0
 GC0325
 GC0325.The horizontal coordinates were scaled from a topographic map and have
 GC0325.an estimated accuracy of +/- 6 seconds.
 GC0325
 GC0325.The orthometric height was determined by differential leveling
 GC0325.and adjusted by the National Geodetic Survey in June 1991..
 GC0325
 GC0325.The geoid height was determined by GEOID03.
 GC0325
 GC0325.The dynamic height is computed by dividing the NAVD 88
 GC0325.geopotential number by the normal gravity value computed on the
 GC0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0325.degrees latitude (g = 980.6199 gals.).
 GC0325
 GC0325.The modeled gravity was interpolated from observed gravity values.
 GC0325
 GC0325;                    North         East    Units  Estimated Accuracy
 GC0325;SPC TN       -   237,000.      570,100.      MT  (+/- 180 meters Scaled)
 GC0325
 GC0325                          SUPERSEDED SURVEY CONTROL
 GC0325
 GC0325  NGVD 29 (??/??/92)  192.359  (m)          631.10   (f) ADJ UNCH    2 0
 GC0325
 GC0325.Superseded values are not recommended for survey control.
 GC0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0325.See file dsdata.txt to determine how the superseded data were derived.
 GC0325
 GC0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF597361(NAD 83)
 GC0325_MARKER: DD = SURVEY DISK
 GC0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0325_STAMPING: FRANKLIN AZI 1961
 GC0325_MARK LOGO: TNHD  
 GC0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0325+STABILITY: SURFACE MOTION
 GC0325
 GC0325  HISTORY     - Date     Condition        Report By
 GC0325  HISTORY     - 1961     MONUMENTED       TNHD
 GC0325
 GC0325                          STATION DESCRIPTION
 GC0325
 GC0325'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0325'1.8 MI SW FROM BETHPAGE.
 GC0325'FROM THE POST OFFICE IN BETHPAGE, GO 1.7 MILES SOUTHWEST ON STATE
 GC0325'ROUTE 6 TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO WEST ON THE
 GC0325'DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH
 GC0325'MARK IS 186 FEET WEST OF THE CENTER OF STATE ROUTE 6, 39 FEET
 GC0325'EAST OF A FENCE CORNER POST, 7 FEET SOUTH OF THE CENTER OF A
 GC0325'DRIVEWAY, 1.5 FEET EAST OF A WITNESS POST, AND 1 FOOT SOUTH OF
 GC0325'A FENCE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0325'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1488 ***********************************************************************
 FD1488  DESIGNATION -  FRANKLIN MAGIC CHEF WATER TANK
 FD1488  PID         -  FD1488
 FD1488  STATE/COUNTY-  TN/WILLIAMSON
 FD1488  USGS QUAD   -  FRANKLIN (1981)
 FD1488
 FD1488                         *CURRENT SURVEY CONTROL
 FD1488  ___________________________________________________________________
 FD1488* NAD 83(1995)-  35 55 56.79974(N)    086 51 40.24830(W)     ADJUSTED  
 FD1488* NAVD 88     -                                                        
 FD1488  ___________________________________________________________________
 FD1488  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FD1488  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD1488
 FD1488  HORZ ORDER  -  THIRD
 FD1488
 FD1488.The horizontal coordinates were established by classical geodetic methods
 FD1488.and adjusted by the National Geodetic Survey in April 1999..
 FD1488
 FD1488
 FD1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1488
 FD1488.The geoid height was determined by GEOID03.
 FD1488
 FD1488;                    North         East     Units Scale Factor Converg.
 FD1488;SPC TN       -   177,761.844   522,291.557   MT  0.99994987   -0 30 15.0
 FD1488;SPC TN       -   583,206.98  1,713,551.55   sFT  0.99994987   -0 30 15.0
 FD1488;UTM  16      - 3,976,464.491   512,522.175   MT  0.99960193   +0 04 53.3
 FD1488
 FD1488                          SUPERSEDED SURVEY CONTROL
 FD1488
 FD1488  NAD 83(1995)-  35 55 56.80247(N)    086 51 40.24984(W) AD(       ) 4
 FD1488  NAD 83(1986)-  35 55 56.81077(N)    086 51 40.25111(W) AD(       ) 4
 FD1488  NAD 27      -  35 55 56.58200(N)    086 51 40.24400(W) AD(       ) 3
 FD1488
 FD1488.Superseded values are not recommended for survey control.
 FD1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1488.See file dsdata.txt to determine how the superseded data were derived.
 FD1488
 FD1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1252276464(NAD 83)
 FD1488_MARKER: 53 = ELEVATED TANK
 FD1488
 FD1488  HISTORY     - Date     Condition        Report By
 FD1488  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1488
 FD1488                          STATION DESCRIPTION
 FD1488
 FD1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 FD1488'THE STATION IS LOCATED ABOUT 0.8 MILE NORTH-NORTHEAST OF FRANKLIN AND
 FD1488'ABOUT 100 YARDS EAST OF
 FD1488'U S HIGHWAY NO 31.  IT IA A 4-LEGGED STEEL
 FD1488'STRUCTURE, COLORED SILVER AND THE
 FD1488'OVER-ALL HEIGHT IS ABOUT 120 FEET.
 FD1488'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 FD1488'
 FD1488'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO
 FD1488'NORTH-NORTHEAST ON U S
 FD1488'HIGHWAY NO 31 FOR 0.9 MILE TO THE STATION ON THE RIGHT AS
 FD1488'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1489 ***********************************************************************
 FD1489  DESIGNATION -  FRANKLIN MUNICIPAL TANK
 FD1489  PID         -  FD1489
 FD1489  STATE/COUNTY-  TN/WILLIAMSON
 FD1489  USGS QUAD   -  FRANKLIN (1981)
 FD1489
 FD1489                         *CURRENT SURVEY CONTROL
 FD1489  ___________________________________________________________________
 FD1489* NAD 83(1995)-  35 55 27.75014(N)    086 52 08.94803(W)     ADJUSTED  
 FD1489* NAVD 88     -                                                        
 FD1489  ___________________________________________________________________
 FD1489  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FD1489  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD1489
 FD1489  HORZ ORDER  -  THIRD
 FD1489
 FD1489.The horizontal coordinates were established by classical geodetic methods
 FD1489.and adjusted by the National Geodetic Survey in April 1999..
 FD1489
 FD1489
 FD1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1489
 FD1489.The geoid height was determined by GEOID03.
 FD1489
 FD1489;                    North         East     Units Scale Factor Converg.
 FD1489;SPC TN       -   176,872.929   521,564.259   MT  0.99994964   -0 30 31.8
 FD1489;SPC TN       -   580,290.60  1,711,165.41   sFT  0.99994964   -0 30 31.8
 FD1489;UTM  16      - 3,975,568.501   511,804.251   MT  0.99960172   +0 04 36.4
 FD1489
 FD1489                          SUPERSEDED SURVEY CONTROL
 FD1489
 FD1489  NAD 83(1995)-  35 55 27.75281(N)    086 52 08.94968(W) AD(       ) 4
 FD1489  NAD 83(1986)-  35 55 27.76116(N)    086 52 08.95089(W) AD(       ) 4
 FD1489  NAD 27      -  35 55 27.53100(N)    086 52 08.94400(W) AD(       ) 3
 FD1489
 FD1489.Superseded values are not recommended for survey control.
 FD1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1489.See file dsdata.txt to determine how the superseded data were derived.
 FD1489
 FD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1180475569(NAD 83)
 FD1489_MARKER: 53 = ELEVATED TANK
 FD1489
 FD1489  HISTORY     - Date     Condition        Report By
 FD1489  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1489
 FD1489                          STATION DESCRIPTION
 FD1489
 FD1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 FD1489'THE STATION IS LOCATED 70 FEET SOUTH OF THE SOUTH SIDE OF THE
 FD1489'WILLIAMSON COUNTY COURTHOUSE
 FD1489'IN FRANKLIN.  IT IS A 4-LEGGED STEEL STRUCTURE, COLORED
 FD1489'SILVER AND THE OVER-ALL
 FD1489'HEIGHT IS ABOUT 120 FEET.  THE TOP AND CENTER
 FD1489'WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1490 ***********************************************************************
 FD1490  DESIGNATION -  FRANKLIN RADIO STA WAGG MAST
 FD1490  PID         -  FD1490
 FD1490  STATE/COUNTY-  TN/WILLIAMSON
 FD1490  USGS QUAD   -  FRANKLIN (1981)
 FD1490
 FD1490                         *CURRENT SURVEY CONTROL
 FD1490  ___________________________________________________________________
 FD1490* NAD 83(1995)-  35 57 24.67900(N)    086 50 02.14370(W)     ADJUSTED  
 FD1490* NAVD 88     -                                                        
 FD1490  ___________________________________________________________________
 FD1490  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FD1490  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD1490
 FD1490  HORZ ORDER  -  THIRD
 FD1490
 FD1490.The horizontal coordinates were established by classical geodetic methods
 FD1490.and adjusted by the National Geodetic Survey in April 1999..
 FD1490
 FD1490
 FD1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1490
 FD1490.The geoid height was determined by GEOID03.
 FD1490
 FD1490;                    North         East     Units Scale Factor Converg.
 FD1490;SPC TN       -   180,448.900   524,773.589   MT  0.99995069   -0 29 17.6
 FD1490;SPC TN       -   592,022.77  1,721,694.68   sFT  0.99995069   -0 29 17.6
 FD1490;UTM  16      - 3,979,175.834   514,975.757   MT  0.99960276   +0 05 51.0
 FD1490
 FD1490                          SUPERSEDED SURVEY CONTROL
 FD1490
 FD1490  NAD 83(1995)-  35 57 24.68181(N)    086 50 02.14494(W) AD(       ) 4
 FD1490  NAD 83(1986)-  35 57 24.68985(N)    086 50 02.14634(W) AD(       ) 4
 FD1490  NAD 27      -  35 57 24.46400(N)    086 50 02.14000(W) AD(       ) 3
 FD1490
 FD1490.Superseded values are not recommended for survey control.
 FD1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1490.See file dsdata.txt to determine how the superseded data were derived.
 FD1490
 FD1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1497679176(NAD 83)
 FD1490_MARKER: 42 = RADIO/TV MAST
 FD1490
 FD1490  HISTORY     - Date     Condition        Report By
 FD1490  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1490
 FD1490                          STATION DESCRIPTION
 FD1490
 FD1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 FD1490'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF FRANKLIN. IT IS A
 FD1490'4-LEGGED STEEL STRUCTURE,
 FD1490'COLORED RED AND WHITE AND THE OVER-ALL HEIGHT IS
 FD1490'ABOUT 240 FEET.  THE RED LIGHT ON
 FD1490'TOP WAS THE POINT INTERSECTED.
 FD1490'
 FD1490'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO NORTH ON U
 FD1490'S HIGHWAY NO 31 FOR 3.1
 FD1490'MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, EAST,
 FD1490'AND GO 0.6 MILE TO THE STATION
 FD1490'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0263 ***********************************************************************
 GC0263  DESIGNATION -  FRANKLIN RM 1
 GC0263  PID         -  GC0263
 GC0263  STATE/COUNTY-  TN/WILSON
 GC0263  USGS QUAD   -  LEBANON (1983)
 GC0263
 GC0263                         *CURRENT SURVEY CONTROL
 GC0263  ___________________________________________________________________
 GC0263* NAD 83(1986)-  36 11 07.     (N)    086 18 13.     (W)     SCALED    
 GC0263* NAVD 88     -       178.274  (meters)     584.89   (feet)  ADJUSTED  
 GC0263  ___________________________________________________________________
 GC0263  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0263  DYNAMIC HT  -         178.126 (meters)     584.40  (feet)  COMP
 GC0263  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GC0263
 GC0263  VERT ORDER  -  SECOND    CLASS 0
 GC0263
 GC0263.The horizontal coordinates were scaled from a topographic map and have
 GC0263.an estimated accuracy of +/- 6 seconds.
 GC0263
 GC0263.The orthometric height was determined by differential leveling
 GC0263.and adjusted by the National Geodetic Survey in June 1991..
 GC0263
 GC0263.The geoid height was determined by GEOID03.
 GC0263
 GC0263.The dynamic height is computed by dividing the NAVD 88
 GC0263.geopotential number by the normal gravity value computed on the
 GC0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0263.degrees latitude (g = 980.6199 gals.).
 GC0263
 GC0263.The modeled gravity was interpolated from observed gravity values.
 GC0263
 GC0263;                    North         East    Units  Estimated Accuracy
 GC0263;SPC TN       -   205,520.      572,690.      MT  (+/- 180 meters Scaled)
 GC0263
 GC0263                          SUPERSEDED SURVEY CONTROL
 GC0263
 GC0263  NGVD 29 (??/??/92)  178.336  (m)          585.09   (f) ADJ UNCH    2 0
 GC0263
 GC0263.Superseded values are not recommended for survey control.
 GC0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0263.See file dsdata.txt to determine how the superseded data were derived.
 GC0263
 GC0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626047(NAD 83)
 GC0263_MARKER: DR = REFERENCE MARK DISK
 GC0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0263_STAMPING: FRANKLIN NO 1 1960
 GC0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0263+STABILITY: SURFACE MOTION
 GC0263
 GC0263  HISTORY     - Date     Condition        Report By
 GC0263  HISTORY     - 1960     MONUMENTED       CGS
 GC0263
 GC0263                          STATION DESCRIPTION
 GC0263
 GC0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0263'3.8 MI S FROM LEBANON.
 GC0263'THIS MARK IS LOCATED AT THE FRANKLIN 1960 STATION SITE, 112.7
 GC0263'FT. EAST OF THE STATION MARK, 21 FT. NORTH OF A WIRE FENCE CORNER,
 GC0263'AND 5 FT. SOUTH OF A T-FENCE LINE CORNER POST.  THE DISK IS SET
 GC0263'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 GC0263'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0627 ***********************************************************************
 GC0627  DESIGNATION -  FRANKLIN RM 1
 GC0627  PID         -  GC0627
 GC0627  STATE/COUNTY-  TN/DAVIDSON
 GC0627  USGS QUAD   -  OAK HILL (1968)
 GC0627
 GC0627                         *CURRENT SURVEY CONTROL
 GC0627  ___________________________________________________________________
 GC0627* NAD 83(1986)-  36 06 47.     (N)    086 46 26.     (W)     SCALED    
 GC0627* NAVD 88     -       160.319  (meters)     525.98   (feet)  ADJUSTED  
 GC0627  ___________________________________________________________________
 GC0627  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0627  DYNAMIC HT  -         160.181 (meters)     525.53  (feet)  COMP
 GC0627  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GC0627
 GC0627  VERT ORDER  -  SECOND    CLASS 0
 GC0627
 GC0627.The horizontal coordinates were scaled from a topographic map and have
 GC0627.an estimated accuracy of +/- 6 seconds.
 GC0627
 GC0627.The orthometric height was determined by differential leveling
 GC0627.and adjusted by the National Geodetic Survey in June 1991..
 GC0627
 GC0627.The geoid height was determined by GEOID03.
 GC0627
 GC0627.The dynamic height is computed by dividing the NAVD 88
 GC0627.geopotential number by the normal gravity value computed on the
 GC0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0627.degrees latitude (g = 980.6199 gals.).
 GC0627
 GC0627.The modeled gravity was interpolated from observed gravity values.
 GC0627
 GC0627;                    North         East    Units  Estimated Accuracy
 GC0627;SPC TN       -   197,740.      530,330.      MT  (+/- 180 meters Scaled)
 GC0627
 GC0627                          SUPERSEDED SURVEY CONTROL
 GC0627
 GC0627  NGVD 29 (??/??/92)  160.341  (m)          526.05   (f) ADJ UNCH    2 0
 GC0627
 GC0627.Superseded values are not recommended for survey control.
 GC0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0627.See file dsdata.txt to determine how the superseded data were derived.
 GC0627
 GC0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203965(NAD 83)
 GC0627_MARKER: DR = REFERENCE MARK DISK
 GC0627_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC0627+WITH SETTING: PAVEMENT
 GC0627_STAMPING: FRANKLIN NO 1 1959
 GC0627_MARK LOGO: CGS   
 GC0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0627+STABILITY: SURFACE MOTION
 GC0627
 GC0627  HISTORY     - Date     Condition        Report By
 GC0627  HISTORY     - 1959     MONUMENTED       CGS
 GC0627  HISTORY     - 1972     GOOD             NGS
 GC0627  HISTORY     - 1984     GOOD             NGS
 GC0627
 GC0627                          STATION DESCRIPTION
 GC0627
 GC0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GC0627'AT NASHVILLE.
 GC0627'THE MARK IS LOCATED AT THE FRANKLIN 1959 TRIANGULATION STATION SITE,
 GC0627'73.55 FEET EAST-SOUTHEAST OF FRANKLIN 1959, 56 FEET EAST OF A 24-INCH
 GC0627'ELM TREE, 43.83 FEET EAST-NORTHEAST OF FRANKLIN R.M. 3, 31.9 FEET
 GC0627'NORTHEAST OF THE NORTHEAST CORNER OF THE MARBLE BASE OF THE BATTLE
 GC0627'OF NASHVILLE MONUMENT, 30 FEET WEST OF THE APPROXIMATE CENTER OF
 GC0627'U.S. HIGHWAY 31 (FRANKLIN ROAD), AND 1.7 FEET NORTH OF THE SOUTH
 GC0627'END OF THE TOP STEP LEADING FROM FRANKLIN ROAD TO THE MONUMENT.
 GC0627'IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 GC0627'THE TOP STEP OF THE NORTH STONE STEPS LEADING TO THE MONUMENT
 GC0627'AND THE DISK IS STAMPED FRANKLIN NO 1 1959.
 GC0627
 GC0627                          STATION RECOVERY (1984)
 GC0627
 GC0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0627'RECOVERED IN GOOD CONDITION.  NOTE, 2.7 METERS (9.0 FT) WEST OF A WIRE
 GC0627'SECURITY FENCE.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0324 ***********************************************************************
 GC0324  DESIGNATION -  FRANKLIN RM 1
 GC0324  PID         -  GC0324
 GC0324  STATE/COUNTY-  TN/SUMNER
 GC0324  USGS QUAD   -  BETHPAGE (1994)
 GC0324
 GC0324                         *CURRENT SURVEY CONTROL
 GC0324  ___________________________________________________________________
 GC0324* NAD 83(1986)-  36 28 09.     (N)    086 19 56.     (W)     SCALED    
 GC0324* NAVD 88     -       192.785  (meters)     632.50   (feet)  ADJUSTED  
 GC0324  ___________________________________________________________________
 GC0324  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0324  DYNAMIC HT  -         192.631 (meters)     631.99  (feet)  COMP
 GC0324  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GC0324
 GC0324  VERT ORDER  -  SECOND    CLASS 0
 GC0324
 GC0324.The horizontal coordinates were scaled from a topographic map and have
 GC0324.an estimated accuracy of +/- 6 seconds.
 GC0324
 GC0324.The orthometric height was determined by differential leveling
 GC0324.and adjusted by the National Geodetic Survey in June 1991..
 GC0324
 GC0324.The geoid height was determined by GEOID03.
 GC0324
 GC0324.The dynamic height is computed by dividing the NAVD 88
 GC0324.geopotential number by the normal gravity value computed on the
 GC0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0324.degrees latitude (g = 980.6199 gals.).
 GC0324
 GC0324.The modeled gravity was interpolated from observed gravity values.
 GC0324
 GC0324;                    North         East    Units  Estimated Accuracy
 GC0324;SPC TN       -   237,030.      570,220.      MT  (+/- 180 meters Scaled)
 GC0324
 GC0324                          SUPERSEDED SURVEY CONTROL
 GC0324
 GC0324  NGVD 29 (??/??/92)  192.869  (m)          632.77   (f) ADJ UNCH    2 0
 GC0324
 GC0324.Superseded values are not recommended for survey control.
 GC0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0324.See file dsdata.txt to determine how the superseded data were derived.
 GC0324
 GC0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF598361(NAD 83)
 GC0324_MARKER: DD = SURVEY DISK
 GC0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0324_STAMPING: FRANKLIN RM-1 1961
 GC0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0324+STABILITY: SURFACE MOTION
 GC0324
 GC0324  HISTORY     - Date     Condition        Report By
 GC0324  HISTORY     - 1961     MONUMENTED       TNHD
 GC0324
 GC0324                          STATION DESCRIPTION
 GC0324
 GC0324'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0324'1.6 MI SW FROM BETHPAGE.
 GC0324'THIS MARK IS LOCATED AT THE FRANKLIN 1961 STATION SITE, 103 FEET
 GC0324'NORTHEAST OF THE STATION MARK, AND 1 FEET WEST OF A LONE 24-INCH
 GC0324'HACKBERRY TREE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0324'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0261 ***********************************************************************
 GC0261  DESIGNATION -  FRANKLIN RM 2
 GC0261  PID         -  GC0261
 GC0261  STATE/COUNTY-  TN/WILSON
 GC0261  USGS QUAD   -  LEBANON (1983)
 GC0261
 GC0261                         *CURRENT SURVEY CONTROL
 GC0261  ___________________________________________________________________
 GC0261* NAD 83(1986)-  36 11 07.     (N)    086 18 13.     (W)     SCALED    
 GC0261* NAVD 88     -       179.065  (meters)     587.48   (feet)  ADJUSTED  
 GC0261  ___________________________________________________________________
 GC0261  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GC0261  DYNAMIC HT  -         178.916 (meters)     586.99  (feet)  COMP
 GC0261  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GC0261
 GC0261  VERT ORDER  -  SECOND    CLASS 0
 GC0261
 GC0261.The horizontal coordinates were scaled from a topographic map and have
 GC0261.an estimated accuracy of +/- 6 seconds.
 GC0261
 GC0261.The orthometric height was determined by differential leveling
 GC0261.and adjusted by the National Geodetic Survey in June 1991..
 GC0261
 GC0261.The geoid height was determined by GEOID03.
 GC0261
 GC0261.The dynamic height is computed by dividing the NAVD 88
 GC0261.geopotential number by the normal gravity value computed on the
 GC0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0261.degrees latitude (g = 980.6199 gals.).
 GC0261
 GC0261.The modeled gravity was interpolated from observed gravity values.
 GC0261
 GC0261;                    North         East    Units  Estimated Accuracy
 GC0261;SPC TN       -   205,520.      572,690.      MT  (+/- 180 meters Scaled)
 GC0261
 GC0261                          SUPERSEDED SURVEY CONTROL
 GC0261
 GC0261  NGVD 29 (??/??/92)  179.126  (m)          587.68   (f) ADJ UNCH    2 0
 GC0261
 GC0261.Superseded values are not recommended for survey control.
 GC0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0261.See file dsdata.txt to determine how the superseded data were derived.
 GC0261
 GC0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF626047(NAD 83)
 GC0261_MARKER: DR = REFERENCE MARK DISK
 GC0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0261_STAMPING: FRANKLIN NO 2 1960
 GC0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0261+STABILITY: SURFACE MOTION
 GC0261
 GC0261  HISTORY     - Date     Condition        Report By
 GC0261  HISTORY     - 1960     MONUMENTED       CGS
 GC0261
 GC0261                          STATION DESCRIPTION
 GC0261
 GC0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0261'3.8 MI S FROM LEBANON.
 GC0261'THIS MARK IS LOCATED AT THE FRANKLIN 1960 STATION SITE, 80.3 FT.
 GC0261'NORTH OF THE STATION MARK, 9 FT. SOUTHEAST OF THE NORTHEAST
 GC0261'CORNER OF THE TOOL SHED.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0261'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0322 ***********************************************************************
 GC0322  DESIGNATION -  FRANKLIN RM 2
 GC0322  PID         -  GC0322
 GC0322  STATE/COUNTY-  TN/SUMNER
 GC0322  USGS QUAD   -  BETHPAGE (1994)
 GC0322
 GC0322                         *CURRENT SURVEY CONTROL
 GC0322  ___________________________________________________________________
 GC0322* NAD 83(1986)-  36 28 09.     (N)    086 19 56.     (W)     SCALED    
 GC0322* NAVD 88     -       192.176  (meters)     630.50   (feet)  ADJUSTED  
 GC0322  ___________________________________________________________________
 GC0322  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0322  DYNAMIC HT  -         192.022 (meters)     629.99  (feet)  COMP
 GC0322  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GC0322
 GC0322  VERT ORDER  -  SECOND    CLASS 0
 GC0322
 GC0322.The horizontal coordinates were scaled from a topographic map and have
 GC0322.an estimated accuracy of +/- 6 seconds.
 GC0322
 GC0322.The orthometric height was determined by differential leveling
 GC0322.and adjusted by the National Geodetic Survey in June 1991..
 GC0322
 GC0322.The geoid height was determined by GEOID03.
 GC0322
 GC0322.The dynamic height is computed by dividing the NAVD 88
 GC0322.geopotential number by the normal gravity value computed on the
 GC0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0322.degrees latitude (g = 980.6199 gals.).
 GC0322
 GC0322.The modeled gravity was interpolated from observed gravity values.
 GC0322
 GC0322;                    North         East    Units  Estimated Accuracy
 GC0322;SPC TN       -   237,030.      570,220.      MT  (+/- 180 meters Scaled)
 GC0322
 GC0322                          SUPERSEDED SURVEY CONTROL
 GC0322
 GC0322  NGVD 29 (??/??/92)  192.260  (m)          630.77   (f) ADJ UNCH    2 0
 GC0322
 GC0322.Superseded values are not recommended for survey control.
 GC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0322.See file dsdata.txt to determine how the superseded data were derived.
 GC0322
 GC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF598361(NAD 83)
 GC0322_MARKER: DD = SURVEY DISK
 GC0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0322_STAMPING: FRANKLIN RM-2 1961
 GC0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0322+STABILITY: SURFACE MOTION
 GC0322
 GC0322  HISTORY     - Date     Condition        Report By
 GC0322  HISTORY     - 1961     MONUMENTED       TNHD
 GC0322
 GC0322                          STATION DESCRIPTION
 GC0322
 GC0322'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0322'1.6 MI SW FROM BETHPAGE.
 GC0322'THIS MARK IS LOCATED AT THE FRANKLIN 1961 STATION SITE, 79.5
 GC0322'FEET SOUTHWEST OF THE STATION MARK, 127 FEET NORTHWEST OF THE
 GC0322'NORTHWEST CORNER OF MR. FRANKLINS HOUSE, AND 2 FEET NORTHEAST OF A
 GC0322'42-INCH ELM TREE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0322'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0626 ***********************************************************************
 GC0626  DESIGNATION -  FRANKLIN RM 3
 GC0626  PID         -  GC0626
 GC0626  STATE/COUNTY-  TN/DAVIDSON
 GC0626  USGS QUAD   -  OAK HILL (1968)
 GC0626
 GC0626                         *CURRENT SURVEY CONTROL
 GC0626  ___________________________________________________________________
 GC0626* NAD 83(1986)-  36 06 47.     (N)    086 46 26.     (W)     SCALED    
 GC0626* NAVD 88     -       158.18   (+/-2cm)     519.0    (feet)  VERTCON   
 GC0626  ___________________________________________________________________
 GC0626  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0626
 GC0626  VERT ORDER  -  THIRD (See Below)
 GC0626
 GC0626.The horizontal coordinates were scaled from a topographic map and have
 GC0626.an estimated accuracy of +/- 6 seconds.
 GC0626
 GC0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0626.The vertical order pertains to the NGVD 29 superseded value.
 GC0626
 GC0626.The geoid height was determined by GEOID03.
 GC0626
 GC0626;                    North         East    Units  Estimated Accuracy
 GC0626;SPC TN       -   197,740.      530,330.      MT  (+/- 180 meters Scaled)
 GC0626
 GC0626                          SUPERSEDED SURVEY CONTROL
 GC0626
 GC0626  NGVD 29 (??/??/??)  158.20   (m)          519.0    (f) RESET       3  
 GC0626
 GC0626.Superseded values are not recommended for survey control.
 GC0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0626.See file dsdata.txt to determine how the superseded data were derived.
 GC0626
 GC0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203965(NAD 83)
 GC0626_MARKER: DR = REFERENCE MARK DISK
 GC0626_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC0626+WITH SETTING: PAVEMENT
 GC0626_STAMPING: FRANKLIN 1959 NO 3 1972
 GC0626_MARK LOGO: NGS   
 GC0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0626+STABILITY: SURFACE MOTION
 GC0626
 GC0626  HISTORY     - Date     Condition        Report By
 GC0626  HISTORY     - 1972     MONUMENTED       NGS
 GC0626  HISTORY     - 1984     GOOD             NGS
 GC0626
 GC0626                          STATION DESCRIPTION
 GC0626
 GC0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GC0626'AT NASHVILLE.
 GC0626'THIS MARK IS LOCATED AT THE FRANKLIN 1959 TRIANGULATION STATION
 GC0626'SITE, 85.39 FEET SOUTH OF FRANKLIN 1959, 72 FEET WEST OF THE
 GC0626'APPROXIMATE CENTER OF U.S. HIGHWAY 31 (FRANKLIN ROAD), 43.83 FEET
 GC0626'WEST-SOUTHWEST OF FRANKLIN R.M. 1, 20 FEET EAST-SOUTHEAST OF A
 GC0626'24-INCH ELM TREE, AND 7.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 GC0626'OF THE MARBLE BASE OF THE BATTLE OF NASHVILLE MONUMENT.  IT IS A
 GC0626'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 GC0626'CONCRETE FOOTING FOR THE MARBLE BASE OF THE MONUMENT AND THE DISK
 GC0626'IS STAMPED FRANKLIN 1959 NO 3 1972.
 GC0626
 GC0626                          STATION RECOVERY (1984)
 GC0626
 GC0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0626'RECOVERED IN GOOD CONDITION.  NOTE, THE DISK IS LOCATED 26 CM (10
 GC0626'INCHES) BELOW THE TOP OF A CONCRETE CRIBB (HOLDING GRAVEL).  NOT
 GC0626'LEVELED TO THIS SURVEY.
 GC0626'THE MARK IS ABOVE LEVEL WITH GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1994 ***********************************************************************
 FF1994  DESIGNATION -  FRAYSER
 FF1994  PID         -  FF1994
 FF1994  STATE/COUNTY-  TN/SHELBY
 FF1994  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1994
 FF1994                         *CURRENT SURVEY CONTROL
 FF1994  ___________________________________________________________________
 FF1994* NAD 83(1995)-  35 13 43.43091(N)    090 01 14.51110(W)     ADJUSTED  
 FF1994* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 FF1994  ___________________________________________________________________
 FF1994  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FF1994  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1994
 FF1994  HORZ ORDER  -  THIRD
 FF1994
 FF1994.The horizontal coordinates were established by classical geodetic methods
 FF1994.and adjusted by the National Geodetic Survey in April 1999..
 FF1994
 FF1994.The orthometric height was scaled from a topographic map.
 FF1994
 FF1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1994
 FF1994.The geoid height was determined by GEOID03.
 FF1994
 FF1994;                    North         East     Units Scale Factor Converg.
 FF1994;SPC TN       -   106,862.336   234,083.739   MT  1.00000382   -2 21 14.0
 FF1994;SPC TN       -   350,597.51    767,989.73   sFT  1.00000382   -2 21 14.0
 FF1994;SPC AR N     -   101,147.515   580,162.428   MT  0.99995507   +1 09 06.3
 FF1994;SPC AR N     -   331,848.14  1,903,416.23   sFT  0.99995507   +1 09 06.3
 FF1994;UTM  15      - 3,902,477.634   771,148.790   MT  1.00050618   +1 43 10.7
 FF1994;UTM  16      - 3,902,591.563   225,082.644   MT  1.00053155   -1 44 36.8
 FF1994
 FF1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1994!SPC TN       -   0.99999156  x   1.00000382  =   0.99999538
 FF1994!SPC AR N     -   0.99999156  x   0.99995507  =   0.99994663
 FF1994!UTM  15      -   0.99999156  x   1.00050618  =   1.00049774
 FF1994!UTM  16      -   0.99999156  x   1.00053155  =   1.00052311
 FF1994
 FF1994|---------------------------------------------------------------------|
 FF1994| PID    Reference Object                     Distance      Geod. Az  |
 FF1994|                                                           dddmmss.s |
 FF1994| CI3644 FRAYSER RM 1                          6.327 METERS 03604     |
 FF1994| CI3643 FRAYSER AZ MK                                      0401105.8 |
 FF1994| CI3645 FRAYSER RM 2                          5.622 METERS 21501     |
 FF1994|---------------------------------------------------------------------|
 FF1994
 FF1994                          SUPERSEDED SURVEY CONTROL
 FF1994
 FF1994  NAD 83(1995)-  35 13 43.43707(N)    090 01 14.51125(W) AD(       ) 3
 FF1994  NAD 83(1995)-  35 13 43.44020(N)    090 01 14.51098(W) AD(       ) 3
 FF1994  NAD 83(1986)-  35 13 43.44174(N)    090 01 14.51209(W) AD(       ) 3
 FF1994  NAD 27      -  35 13 43.12370(N)    090 01 14.18720(W) AD(       ) 3
 FF1994
 FF1994.Superseded values are not recommended for survey control.
 FF1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1994.See file dsdata.txt to determine how the superseded data were derived.
 FF1994
 FF1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7114902478(NAD 83)
 FF1994_MARKER: DS = TRIANGULATION STATION DISK
 FF1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1994
 FF1994  HISTORY     - Date     Condition        Report By
 FF1994  HISTORY     - 1957     MONUMENTED       CGS
 FF1994
 FF1994                          STATION DESCRIPTION
 FF1994
 FF1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1994'THE STATION IS LOCATED ALONG U.S. HIGHWAY 51, ABOUT 5-1/2
 FF1994'MILES NORTH OF MEMPHIS AND ABOUT 1-1/2 MILES NORTHEAST OF
 FF1994'FRAYSER.  IT IS 91 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 FF1994'HIGHWAY 51, 60 FEET EAST OF THE EAST EDGE OF A SIGN BOARD,
 FF1994'20 FEET NORTHEAST OF A POWER LINE POLE AND 21 FEET NORTHEAST
 FF1994'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 FF1994'IS STAMPED FRAYSER 1957.
 FF1994'
 FF1994'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER
 FF1994'WOLF RIVER AT THE NORTHWEST EDGE OF MEMPHIS, GO NORTH AND
 FF1994'NORTHEAST ON U.S. HIGHWAY 51 FOR 2.8 MILE TO OUR LADY OF
 FF1994'SORROWS CATHOLIC CHURCH AND SCHOOL ON THE RIGHT.  CONTINUE
 FF1994'AHEAD ON HIGHWAY 51 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 FF1994'
 FF1994'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 FF1994'ON U.S. HIGHWAY 51 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 FF1994'RIGHT.
 FF1994'
 FF1994'REFERENCE MARK 1 IS 91 FEET NORTHWEST OF THE CENTERLINE
 FF1994'OF U.S. HIGHWAY 51, 42 FEET NORTHEAST OF A POWER LINE POLE
 FF1994'AND 43 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 FF1994'IS FLUSH AND THE DISK IS STAMPED FRAYSER NO 1 1957.
 FF1994'
 FF1994'REFERENCE MARK 2 IS 91 FEET NORTHWEST OF THE CENTERLINE
 FF1994'OF U.S. HIGHWAY 51, 1 FOOT NORTHEAST OF A POWER LINE POLE
 FF1994'AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 FF1994'PROJECTS 4 INCHES AND THE DISK IS STAMPED FRAYSER NO 2 1957.
 FF1994'
 FF1994'THE AZIMUTH MARK IS 51 FEET SOUTHEAST OF THE CENTERLINE
 FF1994'OF U.S. HIGHWAY 51 AND 1 FOOT SOUTHWEST OF A WHITE WITNESS
 FF1994'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FF1994'FRAYSER 1957.
 FF1994'
 FF1994'NOTE- A NEW HIGHWAY IS NOW UNDER CONSTRUCTION AND WHEN COMPLETED
 FF1994'ALL THE MEASUREMENTS WILL HAVE BEEN TAKEN FROM THE CENTERLINE
 FF1994'OF THE SOUTHEAST LANE.
 FF1994'
 FF1994'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1987 ***********************************************************************
 FF1987  DESIGNATION -  FRAYSER INTL HARVESTER TANK
 FF1987  PID         -  FF1987
 FF1987  STATE/COUNTY-  TN/SHELBY
 FF1987  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1987
 FF1987                         *CURRENT SURVEY CONTROL
 FF1987  ___________________________________________________________________
 FF1987* NAD 83(1995)-  35 12 30.53936(N)    090 02 47.85053(W)     ADJUSTED  
 FF1987* NAVD 88     -                                                        
 FF1987  ___________________________________________________________________
 FF1987  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FF1987  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1987
 FF1987  HORZ ORDER  -  THIRD
 FF1987
 FF1987.The horizontal coordinates were established by classical geodetic methods
 FF1987.and adjusted by the National Geodetic Survey in April 1999..
 FF1987
 FF1987
 FF1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1987
 FF1987.The geoid height was determined by GEOID03.
 FF1987
 FF1987;                    North         East     Units Scale Factor Converg.
 FF1987;SPC TN       -   104,715.128   231,632.598   MT  1.00000759   -2 22 08.6
 FF1987;SPC TN       -   343,552.88    759,947.95   sFT  1.00000759   -2 22 08.6
 FF1987;SPC AR N     -    98,854.558   577,847.285   MT  0.99995731   +1 08 12.0
 FF1987;SPC AR N     -   324,325.33  1,895,820.63   sFT  0.99995731   +1 08 12.0
 FF1987;UTM  15      - 3,900,160.603   768,855.228   MT  1.00049092   +1 42 13.7
 FF1987;UTM  16      - 3,900,417.184   222,653.238   MT  1.00054809   -1 45 27.6
 FF1987
 FF1987                          SUPERSEDED SURVEY CONTROL
 FF1987
 FF1987  NAD 83(1995)-  35 12 30.54179(N)    090 02 47.85048(W) AD(       ) 4
 FF1987  NAD 83(1995)-  35 12 30.54464(N)    090 02 47.84964(W) AD(       ) 4
 FF1987  NAD 83(1986)-  35 12 30.54959(N)    090 02 47.85168(W) AD(       ) 4
 FF1987  NAD 27      -  35 12 30.22900(N)    090 02 47.52400(W) AD(       ) 3
 FF1987
 FF1987.Superseded values are not recommended for survey control.
 FF1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1987.See file dsdata.txt to determine how the superseded data were derived.
 FF1987
 FF1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6885500161(NAD 83)
 FF1987_MARKER: 53 = ELEVATED TANK
 FF1987
 FF1987  HISTORY     - Date     Condition        Report By
 FF1987  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1987
 FF1987                          STATION DESCRIPTION
 FF1987
 FF1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1987'THE STATION IS THE CENTER OF THE APEX OF THE INTERNATIONAL
 FF1987'HARVESTER CO. WATER TANK, LOCATED AT THE NORTHWEST EDGE OF
 FF1987'MEMPHIS, 3003 HARVESTER LANE IN THE NORTH CENTRAL SECTION
 FF1987'OF THE PLANT GROUNDS.  THE TANK IS SUPPORTED BY A FOUR LEGGED
 FF1987'STEEL STRUCTURE, PAINTED ALUMINUM AND HAS THE MONOGRAM HI IN RED
 FF1987'AND BLACK LETTERS ON THE EAST AN WEST SIDES OF THE TANK.
 FF1987'THE ENTIRE STRUCTURE IS 150 FEET HIGH.
 FF1987'
 FF1987'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FF1987'51 AND MILLINGTON ROAD IN FRAYSER, GO WEST ON MILLINGTON
 FF1987'ROAD FOR 0.55 MILE TO HARVESTER LANE.  TURN RIGHT AND GO
 FF1987'NORTH ON HARVESTER LANE FOR 0.1 MILE TO THE STATION ON
 FF1987'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0317 ***********************************************************************
 FF0317  DESIGNATION -  FRAYSER RAD STA WMPS N COR
 FF0317  PID         -  FF0317
 FF0317  STATE/COUNTY-  TN/SHELBY
 FF0317  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0317
 FF0317                         *CURRENT SURVEY CONTROL
 FF0317  ___________________________________________________________________
 FF0317* NAD 83(1986)-  35 13 25.     (N)    090 02 32.     (W)     SCALED    
 FF0317* NAVD 88     -        73.704  (meters)     241.81   (feet)  ADJUSTED  
 FF0317  ___________________________________________________________________
 FF0317  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0317  DYNAMIC HT  -          73.638 (meters)     241.59  (feet)  COMP
 FF0317  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FF0317
 FF0317  VERT ORDER  -  FIRST     CLASS II
 FF0317
 FF0317.The horizontal coordinates were scaled from a topographic map and have
 FF0317.an estimated accuracy of +/- 6 seconds.
 FF0317
 FF0317.The orthometric height was determined by differential leveling
 FF0317.and adjusted by the National Geodetic Survey in June 1991..
 FF0317
 FF0317.The geoid height was determined by GEOID03.
 FF0317
 FF0317.The dynamic height is computed by dividing the NAVD 88
 FF0317.geopotential number by the normal gravity value computed on the
 FF0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0317.degrees latitude (g = 980.6199 gals.).
 FF0317
 FF0317.The modeled gravity was interpolated from observed gravity values.
 FF0317
 FF0317;                    North         East    Units  Estimated Accuracy
 FF0317;SPC TN       -   106,380.      232,100.      MT  (+/- 180 meters Scaled)
 FF0317
 FF0317                          SUPERSEDED SURVEY CONTROL
 FF0317
 FF0317  NGVD 29 (??/??/??)   73.666  (m)          241.69   (f) ADJUSTED    1 2
 FF0317
 FF0317.Superseded values are not recommended for survey control.
 FF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0317.See file dsdata.txt to determine how the superseded data were derived.
 FF0317
 FF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV692018(NAD 83)
 FF0317_MARKER: Q = CHISELED SQUARE
 FF0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0317_SP_SET: STEEL PLATE
 FF0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0317+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0317
 FF0317  HISTORY     - Date     Condition        Report By
 FF0317  HISTORY     - 1957     MONUMENTED       CGS
 FF0317  HISTORY     - 1957     GOOD             CGS
 FF0317  HISTORY     - 20021022 GOOD             USACE
 FF0317
 FF0317                          STATION DESCRIPTION
 FF0317
 FF0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0317'1.9 MI NW FROM FRAYSER.
 FF0317'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0317'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0317'ALONG MARSH ROAD, THENCE 0.9 MILE NORTH ALONG BENJESTOWN ROAD,
 FF0317'ABOUT 0.1 MILE SOUTHWEST OF THE TRANSMITTING OFFICE BUILDING OF
 FF0317'RADIO STATION WMPS, AN OUTLINED SQUARE ON TOP OF THE NORTH CORNER
 FF0317'OF A STEEL PLATE OF THE NORTHEAST ONE OF FOUR 400 FEET HIGH
 FF0317'TOWER FOR STATION WMPS.  GROUND ELEVATION FOR RADIO STATION
 FF0317'WMPS.
 FF0317
 FF0317                          STATION RECOVERY (2002)
 FF0317
 FF0317'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2142 ***********************************************************************
 GA2142  DESIGNATION -  FRED
 GA2142  PID         -  GA2142
 GA2142  STATE/COUNTY-  TN/HAWKINS
 GA2142  USGS QUAD   -  CAMELOT (1976)
 GA2142
 GA2142                         *CURRENT SURVEY CONTROL
 GA2142  ___________________________________________________________________
 GA2142* NAD 83(1995)-  36 23 49.19890(N)    083 01 25.82493(W)     ADJUSTED  
 GA2142* NAVD 88     -       398.461  (meters)    1307.28   (feet)  ADJUSTED  
 GA2142  ___________________________________________________________________
 GA2142  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GA2142  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2142  DYNAMIC HT  -         398.097 (meters)    1306.09  (feet)  COMP
 GA2142  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2142
 GA2142  HORZ ORDER  -  SECOND
 GA2142  VERT ORDER  -  SECOND    CLASS 0
 GA2142
 GA2142.The horizontal coordinates were established by classical geodetic methods
 GA2142.and adjusted by the National Geodetic Survey in April 1999..
 GA2142
 GA2142.The orthometric height was determined by differential leveling
 GA2142.and adjusted by the National Geodetic Survey in June 1991..
 GA2142
 GA2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2142
 GA2142.The geoid height was determined by GEOID03.
 GA2142
 GA2142.The dynamic height is computed by dividing the NAVD 88
 GA2142.geopotential number by the normal gravity value computed on the
 GA2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2142.degrees latitude (g = 980.6199 gals.).
 GA2142
 GA2142.The modeled gravity was interpolated from observed gravity values.
 GA2142
 GA2142;                    North         East     Units Scale Factor Converg.
 GA2142;SPC TN       -   233,025.552   866,948.080   MT  0.99999657   +1 44 32.5
 GA2142;SPC TN       -   764,518.00  2,844,312.16   sFT  0.99999657   +1 44 32.5
 GA2142;UTM  17      - 4,029,885.496   318,503.427   MT  1.00000587   -1 12 04.4
 GA2142
 GA2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2142!SPC TN       -   0.99994238  x   0.99999657  =   0.99993895
 GA2142!UTM  17      -   0.99994238  x   1.00000587  =   0.99994825
 GA2142
 GA2142:                Primary Azimuth Mark                     Grid Az
 GA2142:SPC TN       -  ROGERSVILLE INTL CARD CO TANK            054 04 52.7
 GA2142:UTM  17      -  ROGERSVILLE INTL CARD CO TANK            057 01 29.6
 GA2142
 GA2142|---------------------------------------------------------------------|
 GA2142| PID    Reference Object                     Distance      Geod. Az  |
 GA2142|                                                           dddmmss.s |
 GA2142| GA3500 ROGERSVILLE INTL CARD CO TANK       APPROX. 1.2 KM 0554925.2 |
 GA2142| GA3411 ROGERSVILLE TVA STM PLT MAST        APPROX. 2.4 KM 1011857.2 |
 GA2142| GA2143 1138                                  6.403 METERS 16114     |
 GA2142| GA2141 FRED RM 1                             5.494 METERS 29804     |
 GA2142|---------------------------------------------------------------------|
 GA2142
 GA2142                          SUPERSEDED SURVEY CONTROL
 GA2142
 GA2142  NAD 83(1995)-  36 23 49.20278(N)    083 01 25.82835(W) AD(       ) 2
 GA2142  NAD 83(1995)-  36 23 49.21370(N)    083 01 25.83265(W) AD(       ) 2
 GA2142  NAD 83(1995)-  36 23 49.20590(N)    083 01 25.83089(W) AD(       ) 2
 GA2142  NAD 83(1986)-  36 23 49.20810(N)    083 01 25.82855(W) AD(       ) 2
 GA2142  NAD 27      -  36 23 48.86675(N)    083 01 26.23479(W) AD(       ) 2
 GA2142  NGVD 29 (??/??/92)  398.611  (m)         1307.78   (f) ADJ UNCH    2 0
 GA2142
 GA2142.Superseded values are not recommended for survey control.
 GA2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2142.See file dsdata.txt to determine how the superseded data were derived.
 GA2142
 GA2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1850329885(NAD 83)
 GA2142_MARKER: DD = SURVEY DISK
 GA2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2142_STAMPING: FRED 1964
 GA2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2142+STABILITY: SURFACE MOTION
 GA2142
 GA2142  HISTORY     - Date     Condition        Report By
 GA2142  HISTORY     - 1964     MONUMENTED       TNHD
 GA2142  HISTORY     - 1964     GOOD             TNGS
 GA2142
 GA2142                          STATION DESCRIPTION
 GA2142
 GA2142'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2142'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF ROGERSVILLE ON THE
 GA2142'SOUTH SIDE OF U.S.  HIGHWAY
 GA2142'11W AT THE TOP OF A SMALL KNOLL.
 GA2142'
 GA2142'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE GO SOUTHWEST
 GA2142'ON U.S.  HIGHWAY 11W FOR
 GA2142'1.1 MILES TO A SMALL KNOLL ON THE LEFT AND THE
 GA2142'STATION AS DESCRIBED.
 GA2142'
 GA2142'THE STATION IS 93 FEET WEST OF A POWER POLE, 9 FEET EAST OF A FENCE
 GA2142'AND 8.3 FEET EAST OF A
 GA2142'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA2142'STANDARD TENNESSEE HIGHWAY
 GA2142'DEPARTMENT DISKS AND ARE STAMPED FRED
 GA2142'1964.  THE UNDERGROUND MARK IS ABOUT 30
 GA2142'INCHES BELOW THE SURFACE.
 GA2142'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2142'CONCRETE MONUMENT.
 GA2142'
 GA2142'REFERENCE MARK NO. 1 IS 102 FEET WEST OF A POWER POLE, 14 FEET NORTH
 GA2142'OF A WITNESS POST AND
 GA2142'1 FOOT EAST OF A FENCE.  IT IS A STANDARD TENNESSEE
 GA2142'HIGHWAY DEPARTMENT DISK SET IN A
 GA2142'10-INCH SQUARE, FLUSH, CONCRETE
 GA2142'MONUMENT AND THE DISK IS STAMPED FRED RM-1 1964.
 GA2142'
 GA2142'REFERENCE MARK NO. 2 IS 100 FEET WEST OF A POWER POLE AND 2 FEET EAST
 GA2142'OF A FENCE IT IS A
 GA2142'U.S.C.  AND G.  AND STATE SURVEY DISK SET IN A 4-INCH
 GA2142'SQUARE, FLUSH, CONCRETE MONUMENT
 GA2142'AND THE DISK IS STAMPED 1138.
 GA2142'
 GA2142'INTERSECTION STATION ROGERSVILLE, T.V.A., JOHN SEVIER STEAM PLANT,
 GA2142'MICRO WAVE MAST WILL SERVE
 GA2142'AS THE AZIMUTH MARK.
 GA2142'
 GA2142'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GA2142'
 GA2142'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2142
 GA2142                          STATION RECOVERY (1964)
 GA2142
 GA2142'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2142'1 MI SW FROM ROGERSVILLE.
 GA2142'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE GO
 GA2142'SOUTHWEST ON U.S. HIGHWAY 11W FOR 1.1 MILES TO A SMALL KNOLL ON
 GA2142'THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS 93 FEET WEST
 GA2142'OF A POWER POLE, 9 FEET EAST OF A FENCE AND 8.3 FEET EAST OF A
 GA2142'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2142'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2142'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2141 ***********************************************************************
 GA2141  DESIGNATION -  FRED RM 1
 GA2141  PID         -  GA2141
 GA2141  STATE/COUNTY-  TN/HAWKINS
 GA2141  USGS QUAD   -  CAMELOT (1976)
 GA2141
 GA2141                         *CURRENT SURVEY CONTROL
 GA2141  ___________________________________________________________________
 GA2141* NAD 83(1986)-  36 23 49.     (N)    083 01 26.     (W)     SCALED    
 GA2141* NAVD 88     -       397.946  (meters)    1305.59   (feet)  ADJUSTED  
 GA2141  ___________________________________________________________________
 GA2141  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA2141  DYNAMIC HT  -         397.583 (meters)    1304.40  (feet)  COMP
 GA2141  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA2141
 GA2141  VERT ORDER  -  SECOND    CLASS 0
 GA2141
 GA2141.The horizontal coordinates were scaled from a topographic map and have
 GA2141.an estimated accuracy of +/- 6 seconds.
 GA2141
 GA2141.The orthometric height was determined by differential leveling
 GA2141.and adjusted by the National Geodetic Survey in June 1991..
 GA2141
 GA2141.The geoid height was determined by GEOID03.
 GA2141
 GA2141.The dynamic height is computed by dividing the NAVD 88
 GA2141.geopotential number by the normal gravity value computed on the
 GA2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2141.degrees latitude (g = 980.6199 gals.).
 GA2141
 GA2141.The modeled gravity was interpolated from observed gravity values.
 GA2141
 GA2141;                    North         East    Units  Estimated Accuracy
 GA2141;SPC TN       -   233,020.      866,940.      MT  (+/- 180 meters Scaled)
 GA2141
 GA2141                          SUPERSEDED SURVEY CONTROL
 GA2141
 GA2141  NGVD 29 (??/??/92)  398.096  (m)         1306.09   (f) ADJ UNCH    2 0
 GA2141
 GA2141.Superseded values are not recommended for survey control.
 GA2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2141.See file dsdata.txt to determine how the superseded data were derived.
 GA2141
 GA2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA184298(NAD 83)
 GA2141_MARKER: DD = SURVEY DISK
 GA2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2141_STAMPING: FRED RM-1 1964
 GA2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2141+STABILITY: SURFACE MOTION
 GA2141
 GA2141  HISTORY     - Date     Condition        Report By
 GA2141  HISTORY     - 1964     MONUMENTED       TNHD
 GA2141
 GA2141                          STATION DESCRIPTION
 GA2141
 GA2141'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2141'1 MI SW FROM ROGERSVILLE.
 GA2141'THE MARK IS LOCATED AT THE FRED 1963 STATION SITE, 102 FEET WEST
 GA2141'OF A POWER POLE, 14 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST
 GA2141'OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2141'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GA2141'GROUND.  NOTE-- FOR DESCR. SEE STATION FRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2004 ***********************************************************************
 GC2004  DESIGNATION -  FREDONA
 GC2004  PID         -  GC2004
 GC2004  STATE/COUNTY-  TN/MONTGOMERY
 GC2004  USGS QUAD   -  HENRIETTA (1983)
 GC2004
 GC2004                         *CURRENT SURVEY CONTROL
 GC2004  ___________________________________________________________________
 GC2004* NAD 83(1986)-  36 26 22.     (N)    087 13 10.     (W)     SCALED    
 GC2004* NAVD 88     -       196.915  (meters)     646.05   (feet)  ADJUSTED  
 GC2004  ___________________________________________________________________
 GC2004  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2004  DYNAMIC HT  -         196.751 (meters)     645.51  (feet)  COMP
 GC2004  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GC2004
 GC2004  VERT ORDER  -  FIRST     CLASS II
 GC2004
 GC2004.The horizontal coordinates were scaled from a topographic map and have
 GC2004.an estimated accuracy of +/- 6 seconds.
 GC2004
 GC2004.The orthometric height was determined by differential leveling
 GC2004.and adjusted by the National Geodetic Survey in June 1991..
 GC2004
 GC2004.The geoid height was determined by GEOID03.
 GC2004
 GC2004.The dynamic height is computed by dividing the NAVD 88
 GC2004.geopotential number by the normal gravity value computed on the
 GC2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2004.degrees latitude (g = 980.6199 gals.).
 GC2004
 GC2004.The modeled gravity was interpolated from observed gravity values.
 GC2004
 GC2004;                    North         East    Units  Estimated Accuracy
 GC2004;SPC TN       -   234,360.      490,670.      MT  (+/- 180 meters Scaled)
 GC2004
 GC2004                          SUPERSEDED SURVEY CONTROL
 GC2004
 GC2004.No superseded survey control is available for this station.
 GC2004
 GC2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF803327(NAD 83)
 GC2004_MARKER: DS = TRIANGULATION STATION DISK
 GC2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2004_SP_SET: CONCRETE POST
 GC2004_STAMPING: FREDONA 1934
 GC2004_MARK LOGO: CGS   
 GC2004_PROJECTION: FLUSH
 GC2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2004+STABILITY: SURFACE MOTION
 GC2004
 GC2004  HISTORY     - Date     Condition        Report By
 GC2004  HISTORY     - 1934     MONUMENTED       CGS
 GC2004  HISTORY     - 1984     GOOD             NGS
 GC2004
 GC2004                          STATION DESCRIPTION
 GC2004
 GC2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2004'IN FREDONIA.
 GC2004'IN FREDONIA, 0.2 KM (0.15 MI) SOUTH ALONG OLD STATE HIGHWAY 12 FROM
 GC2004'THE JUNCTION OF STATE HIGHWAY 12 TO THE JUNCTION OF LOCK B ROAD NORTH
 GC2004'AND THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION, 11.46 METERS
 GC2004'(37.6 FT) WEST OF THE APPROXIMATE CENTER OF OLD HIGHWAY 12,
 GC2004'22.07 METERS (72.4 FT) NORTH-NORTHWEST OF A BRICK CORNER POST ON THE
 GC2004'NORTHEAST CORNER OF A FENCE, 10.24 METERS (33.6 FT) SOUTH OF THE
 GC2004'APPROXIMATE CENTER OF LOCK B ROAD NORTH, 4.42 METERS (14.5 FT)
 GC2004'WEST-SOUTHWEST OF A POWERLINE POLE.
 GC2004'THE MARK IS 1.86 METERS  SW FROM A WITNESS POST.
 GC2004'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2530 ***********************************************************************
 GC2530  DESIGNATION -  FREDONA
 GC2530  PID         -  GC2530
 GC2530  STATE/COUNTY-  TN/MONTGOMERY
 GC2530  USGS QUAD   -  HENRIETTA (1983)
 GC2530
 GC2530                         *CURRENT SURVEY CONTROL
 GC2530  ___________________________________________________________________
 GC2530* NAD 83(1995)-  36 26 22.46880(N)    087 13 09.05945(W)     ADJUSTED  
 GC2530* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 GC2530  ___________________________________________________________________
 GC2530  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 GC2530  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2530
 GC2530  HORZ ORDER  -  THIRD
 GC2530
 GC2530.The horizontal coordinates were established by classical geodetic methods
 GC2530.and adjusted by the National Geodetic Survey in April 1999..
 GC2530
 GC2530.The orthometric height was scaled from a topographic map.
 GC2530
 GC2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2530
 GC2530.The geoid height was determined by GEOID03.
 GC2530
 GC2530;                    North         East     Units Scale Factor Converg.
 GC2530;SPC TN       -   234,371.581   490,689.603   MT  1.00000414   -0 42 49.5
 GC2530;SPC TN       -   768,934.10  1,609,870.81   sFT  1.00000414   -0 42 49.5
 GC2530;UTM  16      - 4,032,727.821   480,355.737   MT  0.99960475   -0 07 48.7
 GC2530
 GC2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2530!SPC TN       -   0.99997371  x   1.00000414  =   0.99997785
 GC2530!UTM  16      -   0.99997371  x   0.99960475  =   0.99957847
 GC2530
 GC2530|---------------------------------------------------------------------|
 GC2530| PID    Reference Object                     Distance      Geod. Az  |
 GC2530|                                                           dddmmss.s |
 GC2530| GC2531 PTS 26 W                              2.064 METERS 05013     |
 GC2530| CG5834 FREDONA RM 1                         67.361 METERS 15433     |
 GC2530| CG5833 FREDONA AZ MK                                      1605223.5 |
 GC2530| GC2005 FREDONA RM 2                         54.194 METERS 27629     |
 GC2530|---------------------------------------------------------------------|
 GC2530
 GC2530                          SUPERSEDED SURVEY CONTROL
 GC2530
 GC2530  NAD 83(1995)-  36 26 22.46941(N)    087 13 09.06080(W) AD(       ) 3
 GC2530  NAD 83(1995)-  36 26 22.47332(N)    087 13 09.06329(W) AD(       ) 3
 GC2530  NAD 83(1986)-  36 26 22.47839(N)    087 13 09.06285(W) AD(       ) 3
 GC2530  NAD 27      -  36 26 22.29500(N)    087 13 09.04000(W) AD(       ) 3
 GC2530
 GC2530.Superseded values are not recommended for survey control.
 GC2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2530.See file dsdata.txt to determine how the superseded data were derived.
 GC2530
 GC2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8035632728(NAD 83)
 GC2530_MARKER: DS = TRIANGULATION STATION DISK
 GC2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2530
 GC2530  HISTORY     - Date     Condition        Report By
 GC2530  HISTORY     - 1934     MONUMENTED       CGS
 GC2530
 GC2530                          STATION DESCRIPTION
 GC2530
 GC2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2530'IN SOUTHWEST CORNER OF T-ROAD JUNCTION IN SMALL VILLAGE OF FREDONIA,
 GC2530'11.2 MILES FROM CLARKSVILLE, 56.2 FEET FROM INTERSECTION OF
 GC2530'CENTER LINES OF STATE ROUTE 12 AND ROAD LEADING TO LOCK B, AND 14.8
 GC2530'FEET FROM TELEPHONE POLE WITH TRANSFORMER BOX.  SURFACE AND
 GC2530'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2530'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2530'DISKS IN CONCRETE.  NO. 1 IS ON EAST SIDE OF ROUTE 12, 4
 GC2530'FEET ABOVE AND 22.1 FEET FROM CENTER LINE OF ROAD, 34.0 FEET FROM
 GC2530'32-INCH OAK TREE, AT EDGE OF CULTIVATED FIELD, AND 221.00 FEET
 GC2530'FROM STATION, S 25 DEG 27 MIN E.  NO. 2 IS 14.1 FEET FROM
 GC2530'CENTER LINE OF ROAD, 18.8 FEET FROM CENTER LINE OF DRIVEWAY,
 GC2530'AND 177.80 FEET FROM STATION, N 83 DEG 31 MIN W.  AZIMUTH MARK
 GC2530'IS AT EDGE OF CULTIVATED FIELD, 121.6 FEET FROM NORTH CORNER
 GC2530'OF FREDONIA SCHOOL, 46.9 FEET SOUTHWEST OF CENTER LINE OF ROUTE 12,
 GC2530'AND 0.2 MILE FROM STATION, S 19 DEG 07 MIN 37 SEC E.
 GC2530'PRIMARY TRAVERSE STATION NO. 26 W 1925 TENN.  (U.S.G.S.), PROBABLY
 GC2530'MARKED BY DISK IN SQUARE BLOCK OF CONCRETE PROJECTING ABOUT
 GC2530'0.5 FOOT ABOVE GROUND, IS 6.77 FEET FROM STATION, N 50 DEG 13 MIN E.
 GC2530'FREDONIA SCHOOL, GABLE ON FRONT ENTRANCE, IS 0.2 MILE FROM
 GC2530'STATION, S 15 DEG 05 MIN 15 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2005 ***********************************************************************
 GC2005  DESIGNATION -  FREDONA RM 2
 GC2005  PID         -  GC2005
 GC2005  STATE/COUNTY-  TN/MONTGOMERY
 GC2005  USGS QUAD   -  HENRIETTA (1983)
 GC2005
 GC2005                         *CURRENT SURVEY CONTROL
 GC2005  ___________________________________________________________________
 GC2005* NAD 83(1986)-  36 26 22.     (N)    087 13 10.     (W)     SCALED    
 GC2005* NAVD 88     -       196.701  (meters)     645.34   (feet)  ADJUSTED  
 GC2005  ___________________________________________________________________
 GC2005  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC2005  DYNAMIC HT  -         196.538 (meters)     644.81  (feet)  COMP
 GC2005  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GC2005
 GC2005  VERT ORDER  -  FIRST     CLASS II
 GC2005
 GC2005.The horizontal coordinates were scaled from a topographic map and have
 GC2005.an estimated accuracy of +/- 6 seconds.
 GC2005
 GC2005.The orthometric height was determined by differential leveling
 GC2005.and adjusted by the National Geodetic Survey in June 1991..
 GC2005
 GC2005.The geoid height was determined by GEOID03.
 GC2005
 GC2005.The dynamic height is computed by dividing the NAVD 88
 GC2005.geopotential number by the normal gravity value computed on the
 GC2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2005.degrees latitude (g = 980.6199 gals.).
 GC2005
 GC2005.The modeled gravity was interpolated from observed gravity values.
 GC2005
 GC2005;                    North         East    Units  Estimated Accuracy
 GC2005;SPC TN       -   234,360.      490,670.      MT  (+/- 180 meters Scaled)
 GC2005
 GC2005                          SUPERSEDED SURVEY CONTROL
 GC2005
 GC2005.No superseded survey control is available for this station.
 GC2005
 GC2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF803327(NAD 83)
 GC2005_MARKER: DR = REFERENCE MARK DISK
 GC2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2005_SP_SET: CONCRETE POST
 GC2005_STAMPING: FREDONA NO 11 1934
 GC2005_MARK LOGO: CGS   
 GC2005_PROJECTION: FLUSH
 GC2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2005+STABILITY: SURFACE MOTION
 GC2005
 GC2005  HISTORY     - Date     Condition        Report By
 GC2005  HISTORY     - 1934     MONUMENTED       CGS
 GC2005  HISTORY     - 1984     GOOD             NGS
 GC2005
 GC2005                          STATION DESCRIPTION
 GC2005
 GC2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2005'IN FREDONIA.
 GC2005'IN FREDONIA, 0.2 KM (0.15 MI) SOUTH ALONG OLD STATE HIGHWAY 12 FROM
 GC2005'THE JUNCTION OF STATE HIGHWAY 12 TO THE JUNCTION OF LOCK B ROAD NORTH
 GC2005'AND THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION, 7.04 KM
 GC2005'(23.1 FT) EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 54.25 METERS
 GC2005'(178.0 FT) WEST OF FREDONA STATION MARK, 16.76 METERS (55.0 FT) SOUTH
 GC2005'AND ACROSS LOCK B ROAD FROM THE SOUTHWEST CORNER OF A ONE LEVEL HOUSE,
 GC2005'AND 5.49 METERS (18.0 FT) SOUTH OF THE APPROXIMATE CENTER OF LOCK B
 GC2005'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0424 ***********************************************************************
 FE0424  DESIGNATION -  FREDS
 FE0424  PID         -  FE0424
 FE0424  STATE/COUNTY-  TN/HARDIN
 FE0424  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0424
 FE0424                         *CURRENT SURVEY CONTROL
 FE0424  ___________________________________________________________________
 FE0424* NAD 83(1995)-  35 13 23.21459(N)    088 20 59.02995(W)     ADJUSTED  
 FE0424* NAVD 88     -       139.167  (meters)     456.58   (feet)  ADJUSTED  
 FE0424  ___________________________________________________________________
 FE0424  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FE0424  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0424  DYNAMIC HT  -         139.040 (meters)     456.17  (feet)  COMP
 FE0424  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0424
 FE0424  HORZ ORDER  -  SECOND
 FE0424  VERT ORDER  -  SECOND    CLASS 0
 FE0424
 FE0424.The horizontal coordinates were established by classical geodetic methods
 FE0424.and adjusted by the National Geodetic Survey in April 1999..
 FE0424
 FE0424.The orthometric height was determined by differential leveling
 FE0424.and adjusted by the National Geodetic Survey in June 1991..
 FE0424
 FE0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0424
 FE0424.The geoid height was determined by GEOID03.
 FE0424
 FE0424.The dynamic height is computed by dividing the NAVD 88
 FE0424.geopotential number by the normal gravity value computed on the
 FE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0424.degrees latitude (g = 980.6199 gals.).
 FE0424
 FE0424.The modeled gravity was interpolated from observed gravity values.
 FE0424
 FE0424;                    North         East     Units Scale Factor Converg.
 FE0424;SPC TN       -   101,289.699   386,100.787   MT  1.00000485   -1 22 32.3
 FE0424;SPC TN       -   332,314.62  1,266,732.33   sFT  1.00000485   -1 22 32.3
 FE0424;UTM  16      - 3,898,620.701   377,166.274   MT  0.99978595   -0 46 42.9
 FE0424
 FE0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0424!SPC TN       -   0.99998249  x   1.00000485  =   0.99998734
 FE0424!UTM  16      -   0.99998249  x   0.99978595  =   0.99976844
 FE0424
 FE0424|---------------------------------------------------------------------|
 FE0424| PID    Reference Object                     Distance      Geod. Az  |
 FE0424|                                                           dddmmss.s |
 FE0424| CG4067 FREDS RM 1                           14.235 METERS 02300     |
 FE0424| CG4068 FREDS RM 2                           22.045 METERS 29534     |
 FE0424| FE0421 FREDS AZ MK                         APPROX. 0.8 KM 3001408.1 |
 FE0424|---------------------------------------------------------------------|
 FE0424
 FE0424                          SUPERSEDED SURVEY CONTROL
 FE0424
 FE0424  NAD 83(1995)-  35 13 23.21718(N)    088 20 59.03070(W) AD(       ) 2
 FE0424  NAD 83(1995)-  35 13 23.21779(N)    088 20 59.03012(W) AD(       ) 2
 FE0424  NAD 83(1995)-  35 13 23.22233(N)    088 20 59.03042(W) AD(       ) 2
 FE0424  NAD 83(1986)-  35 13 23.22357(N)    088 20 59.03018(W) AD(       ) 2
 FE0424  NAD 27      -  35 13 22.92980(N)    088 20 58.88980(W) AD(       ) 2
 FE0424  NGVD 29 (??/??/??)  139.176  (m)          456.61   (f) ADJUSTED    2 0
 FE0424
 FE0424.Superseded values are not recommended for survey control.
 FE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0424.See file dsdata.txt to determine how the superseded data were derived.
 FE0424
 FE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7716698621(NAD 83)
 FE0424_MARKER: DS = TRIANGULATION STATION DISK
 FE0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0424_STAMPING: FREDS 1962
 FE0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0424+STABILITY: SURFACE MOTION
 FE0424
 FE0424  HISTORY     - Date     Condition        Report By
 FE0424  HISTORY     - 1962     MONUMENTED       TNHD
 FE0424  HISTORY     - 1962     GOOD             TNHD
 FE0424
 FE0424                          STATION DESCRIPTION
 FE0424
 FE0424'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0424'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF ADAMSVILLE.
 FE0424'
 FE0424'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHEAST
 FE0424'ON STATE ROUTE NO. 15 FOR 2.5 MILES TO THE STATION ON THE
 FE0424'RIGHT AS DESCRIBED.
 FE0424'
 FE0424'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0424'DEPARTMENT DISKS STAMPED FREDS 1962. THE SURFACE MARK DISK IS
 FE0424'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. THE UNDERGROUND
 FE0424'DISK IS ABOUT 30 INCHES BELOW THE SURFACE. THE STATION IS 22
 FE0424'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE NO. 15 AND 2.1
 FE0424'FEET SOUTHEAST OF A WITNESS POST.
 FE0424'
 FE0424'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0424'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0424'DISK IS STAMPED FREDS RM-1 1962. IT IS 24 FEET NORTH OF THE
 FE0424'APPROXIMATE CENTER OF STATE ROUTE NO.  15.
 FE0424'
 FE0424'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0424'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0424'DISK IS STAMPED FREDS RM-2 1962. IT IS 24 FEET SOUTH OF THE
 FE0424'APPROXIMATE CENTER OF STATE ROUTE NO. 15 AND 4 FEET
 FE0424'NORTHWEST OF A POWER POLE.
 FE0424'
 FE0424'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0424'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE0424'STAMPED FREDS AZI 1962. IT IS 32 FEET NORTH OF THE APPROXIMATE CENTER
 FE0424'OF STATE ROUTE NO. 15 AND 2.9 FEET SOUTH OF A WITNESS POST.
 FE0424'
 FE0424'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 FE0424'ROUTE NO. 15 FOR 0.5 MILE TO THE MARK ON THE RIGHT AS
 FE0424'DESCRIBED.
 FE0424'
 FE0424'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 FE0424
 FE0424                          STATION RECOVERY (1962)
 FE0424
 FE0424'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0424'2 MI NE FROM ADAMSVILLE.
 FE0424'FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHEAST ON U.S. HIGHWAY
 FE0424'64 FOR 2.5 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0424'THE MARK IS LOCATED 22 FEET SOUTH OF THE CENTERLINE OF U.S.
 FE0424'HIGHWAY 64, 78 FEET NORTHWEST OF A CONCRETE BLOCK BUILDING 34
 FE0424'FEET EAST OF A POWER POLE AND 2.1 FEET SOUTHEAST OF A WITNESS
 FE0424'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0424'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT, FLUSH
 FE0424'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0421 ***********************************************************************
 FE0421  DESIGNATION -  FREDS AZ MK
 FE0421  PID         -  FE0421
 FE0421  STATE/COUNTY-  TN/HARDIN
 FE0421  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0421
 FE0421                         *CURRENT SURVEY CONTROL
 FE0421  ___________________________________________________________________
 FE0421* NAD 83(1995)-  35 13 36.88210(N)    088 21 27.60993(W)     ADJUSTED  
 FE0421* NAVD 88     -       134.132  (meters)     440.06   (feet)  ADJUSTED  
 FE0421  ___________________________________________________________________
 FE0421  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FE0421  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0421  DYNAMIC HT  -         134.010 (meters)     439.66  (feet)  COMP
 FE0421  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 FE0421
 FE0421  HORZ ORDER  -  SECOND
 FE0421  VERT ORDER  -  SECOND    CLASS 0
 FE0421
 FE0421.The horizontal coordinates were established by classical geodetic methods
 FE0421.and adjusted by the National Geodetic Survey in April 1999..
 FE0421
 FE0421.The orthometric height was determined by differential leveling
 FE0421.and adjusted by the National Geodetic Survey in June 1991..
 FE0421
 FE0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0421
 FE0421.The geoid height was determined by GEOID03.
 FE0421
 FE0421.The dynamic height is computed by dividing the NAVD 88
 FE0421.geopotential number by the normal gravity value computed on the
 FE0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0421.degrees latitude (g = 980.6199 gals.).
 FE0421
 FE0421.The modeled gravity was interpolated from observed gravity values.
 FE0421
 FE0421;                    North         East     Units Scale Factor Converg.
 FE0421;SPC TN       -   101,728.164   385,388.385   MT  1.00000415   -1 22 49.0
 FE0421;SPC TN       -   333,753.15  1,264,395.06   sFT  1.00000415   -1 22 49.0
 FE0421;UTM  16      - 3,899,051.625   376,449.497   MT  0.99978812   -0 46 59.6
 FE0421
 FE0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0421!SPC TN       -   0.99998328  x   1.00000415  =   0.99998743
 FE0421!UTM  16      -   0.99998328  x   0.99978812  =   0.99977140
 FE0421
 FE0421                          SUPERSEDED SURVEY CONTROL
 FE0421
 FE0421  NAD 83(1995)-  35 13 36.88469(N)    088 21 27.61080(W) AD(       ) 2
 FE0421  NAD 83(1995)-  35 13 36.88530(N)    088 21 27.61021(W) AD(       ) 2
 FE0421  NAD 83(1995)-  35 13 36.88993(N)    088 21 27.61047(W) AD(       ) 2
 FE0421  NAD 83(1986)-  35 13 36.89112(N)    088 21 27.61025(W) AD(       ) 2
 FE0421  NAD 27      -  35 13 36.59770(N)    088 21 27.46900(W) AD(       ) 2
 FE0421  NGVD 29 (??/??/??)  134.136  (m)          440.08   (f) ADJUSTED    2 0
 FE0421
 FE0421.Superseded values are not recommended for survey control.
 FE0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0421.See file dsdata.txt to determine how the superseded data were derived.
 FE0421
 FE0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7644999052(NAD 83)
 FE0421_MARKER: DZ = AZIMUTH MARK DISK
 FE0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0421_STAMPING: FREDS AZ 1962
 FE0421_MARK LOGO: TNHD  
 FE0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0421+STABILITY: SURFACE MOTION
 FE0421
 FE0421  HISTORY     - Date     Condition        Report By
 FE0421  HISTORY     - 1962     MONUMENTED       TNHD
 FE0421  HISTORY     - 1962     GOOD             TNHD
 FE0421
 FE0421                          STATION DESCRIPTION
 FE0421
 FE0421'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0421'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0421'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE0421'STAMPED FREDS AZI 1962. IT IS 32 FEET NORTH OF THE APPROXIMATE CENTER
 FE0421'OF STATE ROUTE NO. 15 AND 2.9 FEET SOUTH OF A WITNESS POST.
 FE0421'
 FE0421'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHEAST
 FE0421'ON STATE ROUTE NO. 15 FOR 2.5 MILES TO THE STATION.
 FE0421
 FE0421                          STATION RECOVERY (1962)
 FE0421
 FE0421'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0421'2 MI NE FROM ADAMSVILLE.
 FE0421'FROM THE POST OFFICE IN ADAMSVILLE GO NORTHEAST ON U.S. HIGHWAY
 FE0421'64 FOR 2.0 MILES TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 FE0421'32 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND 2.9 FEET
 FE0421'SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0421'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH CONCRETE, SQUARE,
 FE0421'FLUSH MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0425 ***********************************************************************
 FE0425  DESIGNATION -  FREDS RM 1
 FE0425  PID         -  FE0425
 FE0425  STATE/COUNTY-  TN/HARDIN
 FE0425  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0425
 FE0425                         *CURRENT SURVEY CONTROL
 FE0425  ___________________________________________________________________
 FE0425* NAD 83(1986)-  35 13 23.     (N)    088 20 59.     (W)     SCALED    
 FE0425* NAVD 88     -       138.895  (meters)     455.69   (feet)  ADJUSTED  
 FE0425  ___________________________________________________________________
 FE0425  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0425  DYNAMIC HT  -         138.769 (meters)     455.28  (feet)  COMP
 FE0425  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0425
 FE0425  VERT ORDER  -  SECOND    CLASS 0
 FE0425
 FE0425.The horizontal coordinates were scaled from a topographic map and have
 FE0425.an estimated accuracy of +/- 6 seconds.
 FE0425
 FE0425.The orthometric height was determined by differential leveling
 FE0425.and adjusted by the National Geodetic Survey in June 1991..
 FE0425
 FE0425.The geoid height was determined by GEOID03.
 FE0425
 FE0425.The dynamic height is computed by dividing the NAVD 88
 FE0425.geopotential number by the normal gravity value computed on the
 FE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0425.degrees latitude (g = 980.6199 gals.).
 FE0425
 FE0425.The modeled gravity was interpolated from observed gravity values.
 FE0425
 FE0425;                    North         East    Units  Estimated Accuracy
 FE0425;SPC TN       -   101,280.      386,100.      MT  (+/- 180 meters Scaled)
 FE0425
 FE0425                          SUPERSEDED SURVEY CONTROL
 FE0425
 FE0425  NGVD 29 (??/??/??)  138.905  (m)          455.72   (f) ADJUSTED    2 0
 FE0425
 FE0425.Superseded values are not recommended for survey control.
 FE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0425.See file dsdata.txt to determine how the superseded data were derived.
 FE0425
 FE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD771986(NAD 83)
 FE0425_MARKER: DR = REFERENCE MARK DISK
 FE0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0425_STAMPING: FREDS RM-1 1962
 FE0425_MARK LOGO: TNHD  
 FE0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0425+STABILITY: SURFACE MOTION
 FE0425
 FE0425  HISTORY     - Date     Condition        Report By
 FE0425  HISTORY     - 1962     MONUMENTED       TNHD
 FE0425
 FE0425                          STATION DESCRIPTION
 FE0425
 FE0425'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0425'2 MI NE FROM ADAMSVILLE.
 FE0425'THIS MARK IS LOCATED AT THE FREDS 1962 STATION SITE, 24 FEET
 FE0425'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64.  THE MARK IS A STANDARD
 FE0425'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0425'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0423 ***********************************************************************
 FE0423  DESIGNATION -  FREDS RM 2
 FE0423  PID         -  FE0423
 FE0423  STATE/COUNTY-  TN/HARDIN
 FE0423  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0423
 FE0423                         *CURRENT SURVEY CONTROL
 FE0423  ___________________________________________________________________
 FE0423* NAD 83(1986)-  35 13 23.     (N)    088 21 00.     (W)     SCALED    
 FE0423* NAVD 88     -       138.818  (meters)     455.44   (feet)  ADJUSTED  
 FE0423  ___________________________________________________________________
 FE0423  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0423  DYNAMIC HT  -         138.691 (meters)     455.02  (feet)  COMP
 FE0423  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0423
 FE0423  VERT ORDER  -  SECOND    CLASS 0
 FE0423
 FE0423.The horizontal coordinates were scaled from a topographic map and have
 FE0423.an estimated accuracy of +/- 6 seconds.
 FE0423
 FE0423.The orthometric height was determined by differential leveling
 FE0423.and adjusted by the National Geodetic Survey in June 1991..
 FE0423
 FE0423.The geoid height was determined by GEOID03.
 FE0423
 FE0423.The dynamic height is computed by dividing the NAVD 88
 FE0423.geopotential number by the normal gravity value computed on the
 FE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0423.degrees latitude (g = 980.6199 gals.).
 FE0423
 FE0423.The modeled gravity was interpolated from observed gravity values.
 FE0423
 FE0423;                    North         East    Units  Estimated Accuracy
 FE0423;SPC TN       -   101,280.      386,080.      MT  (+/- 180 meters Scaled)
 FE0423
 FE0423                          SUPERSEDED SURVEY CONTROL
 FE0423
 FE0423  NGVD 29 (??/??/??)  138.828  (m)          455.47   (f) ADJUSTED    2 0
 FE0423
 FE0423.Superseded values are not recommended for survey control.
 FE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0423.See file dsdata.txt to determine how the superseded data were derived.
 FE0423
 FE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD771986(NAD 83)
 FE0423_MARKER: DR = REFERENCE MARK DISK
 FE0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0423_STAMPING: FREDS RM-2 1962
 FE0423_MARK LOGO: TNHD  
 FE0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0423+STABILITY: SURFACE MOTION
 FE0423
 FE0423  HISTORY     - Date     Condition        Report By
 FE0423  HISTORY     - 1962     MONUMENTED       TNHD
 FE0423
 FE0423                          STATION DESCRIPTION
 FE0423
 FE0423'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0423'2 MI NE FROM ADAMSVILLE.
 FE0423'THIS MARK IS LOCATED AT THE FREDS 1962 STATION SITE, 24 FEET
 FE0423'SOUTH OF U.S. HIGHWAY 64, 4 FEET NORTHWEST OF A POWER POLE.
 FE0423'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FE0423'IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FE0423'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2012 ***********************************************************************
 GA2012  DESIGNATION -  FRENCH
 GA2012  PID         -  GA2012
 GA2012  STATE/COUNTY-  TN/JEFFERSON
 GA2012  USGS QUAD   -  WHITE PINE (1961)
 GA2012
 GA2012                         *CURRENT SURVEY CONTROL
 GA2012  ___________________________________________________________________
 GA2012* NAD 83(1995)-  36 02 38.23445(N)    083 20 28.22597(W)     ADJUSTED  
 GA2012* NAVD 88     -       341.793  (meters)    1121.37   (feet)  ADJUSTED  
 GA2012  ___________________________________________________________________
 GA2012  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GA2012  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2012  DYNAMIC HT  -         341.474 (meters)    1120.32  (feet)  COMP
 GA2012  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA2012
 GA2012  HORZ ORDER  -  SECOND
 GA2012  VERT ORDER  -  SECOND    CLASS 0
 GA2012
 GA2012.The horizontal coordinates were established by classical geodetic methods
 GA2012.and adjusted by the National Geodetic Survey in April 1999..
 GA2012
 GA2012.The orthometric height was determined by differential leveling
 GA2012.and adjusted by the National Geodetic Survey in June 1991..
 GA2012
 GA2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2012
 GA2012.The geoid height was determined by GEOID03.
 GA2012
 GA2012.The dynamic height is computed by dividing the NAVD 88
 GA2012.geopotential number by the normal gravity value computed on the
 GA2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2012.degrees latitude (g = 980.6199 gals.).
 GA2012
 GA2012.The modeled gravity was interpolated from observed gravity values.
 GA2012
 GA2012;                    North         East     Units Scale Factor Converg.
 GA2012;SPC TN       -   193,046.600   839,556.237   MT  0.99995509   +1 33 23.7
 GA2012;SPC TN       -   633,353.72  2,754,444.09   sFT  0.99995509   +1 33 23.7
 GA2012;UTM  17      - 3,991,359.831   289,094.507   MT  1.00014811   -1 22 41.0
 GA2012
 GA2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2012!SPC TN       -   0.99995122  x   0.99995509  =   0.99990631
 GA2012!UTM  17      -   0.99995122  x   1.00014811  =   1.00009932
 GA2012
 GA2012:                Primary Azimuth Mark                     Grid Az
 GA2012:SPC TN       -  MAX PATCH                                126 36 26.8
 GA2012:UTM  17      -  MAX PATCH                                129 32 31.5
 GA2012
 GA2012|---------------------------------------------------------------------|
 GA2012| PID    Reference Object                     Distance      Geod. Az  |
 GA2012|                                                           dddmmss.s |
 GA2012| FB3319 MAX PATCH                           APPROX.44.2 KM 1280950.5 |
 GA2012| DB9392 FRENCH AZ MK                                       1405154.6 |
 GA2012| GA2013 FRENCH RM 1                                        19846     |
 GA2012| GA2011 FRENCH RM 2                                        28412     |
 GA2012|---------------------------------------------------------------------|
 GA2012
 GA2012                          SUPERSEDED SURVEY CONTROL
 GA2012
 GA2012  NAD 83(1995)-  36 02 38.23964(N)    083 20 28.22918(W) AD(       ) 2
 GA2012  NAD 83(1995)-  36 02 38.24069(N)    083 20 28.22951(W) AD(       ) 2
 GA2012  NAD 83(1995)-  36 02 38.24015(N)    083 20 28.22925(W) AD(       ) 2
 GA2012  NAD 83(1986)-  36 02 38.24472(N)    083 20 28.22933(W) AD(       ) 2
 GA2012  NAD 27      -  36 02 37.90900(N)    083 20 28.63200(W) AD(       ) 2
 GA2012  NGVD 29 (??/??/92)  341.953  (m)         1121.89   (f) ADJ UNCH    2 0
 GA2012
 GA2012.Superseded values are not recommended for survey control.
 GA2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2012.See file dsdata.txt to determine how the superseded data were derived.
 GA2012
 GA2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8909591360(NAD 83)
 GA2012_MARKER: DE = TRAVERSE STATION DISK
 GA2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2012_STAMPING: FRENCH 1961
 GA2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2012+STABILITY: SURFACE MOTION
 GA2012
 GA2012  HISTORY     - Date     Condition        Report By
 GA2012  HISTORY     - 1961     MONUMENTED       CGS
 GA2012  HISTORY     - 1961     GOOD             CGS
 GA2012  HISTORY     - 1980     GOOD             NGS
 GA2012  HISTORY     - 1980     GOOD             NGS
 GA2012
 GA2012                          STATION DESCRIPTION
 GA2012
 GA2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2012'THE STATION IS LOCATED 4 MILES EAST OF DANDRIDGE, ABOUT 0.1 MILE
 GA2012'NORTHWEST OF THE
 GA2012'INTERSTATE HIGHWAY BRIDGE OVER THE FRENCH BROAD RIVER AND ON THE
 GA2012'SOUTHWEST RIGHT-OF-WAY
 GA2012'OF THE INTERSTATE HIGHWAY WHICH IS NOW UNDER
 GA2012'CONSTRUCTION.
 GA2012'
 GA2012'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION OF U. S.
 GA2012'HIGHWAYS 70, 25W AND STATE
 GA2012'HIGHWAY 66 IN DANDRIDGE, GO EASTERLY ON U.  S.
 GA2012'HIGHWAYS 70 AND 25W FOR 4.5 MILES TO
 GA2012'A SIDE ROAD ON THE LEFT WHICH IS
 GA2012'ABOUT 30 YARDS BEFORE REACHING THE FRENCH BROAD RIVER
 GA2012'BRIDGE, TURN
 GA2012'LEFT AND GO 0.15 MILE TO THE INTERSTATE HIGHWAY 40 NOW UNDER
 GA2012'CONSTRUCTION, TURN
 GA2012'LEFT ALONG THE HIGHWAY RIGHT-OF-WAY AND GO ABOUT
 GA2012'75 YARDS TO THE TOP OF THE HIGHWAY
 GA2012'CUT AND THE STATION AS DESCRIBED.
 GA2012'
 GA2012'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED FRENCH 1961,
 GA2012'SET IN A SQUARE CONCRETE
 GA2012'MONUMENT WHICH IS FLUSH.  IT IS 19 FEET NORTH OF A
 GA2012'24-INCH TRIANGULAR BLAZED TREE, 17
 GA2012'FEET SOUTHWEST OF THE HIGHWAY CUT,
 GA2012'3.3 FEET NORTHWEST OF A WITNESS SIGN AND SET ON THE
 GA2012'HIGHWAY
 GA2012'RIGHT-OF-WAY.
 GA2012'
 GA2012'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED FRENCH NO 1 1961,
 GA2012'SET IN A SQUARE CONCRETE
 GA2012'MONUMENT WHICH IS FLUSH.  IT IS 26.1 FEET SOUTHWEST
 GA2012'OF A WITNESS SIGN, 8 FEET SOUTH OF
 GA2012'A 24-INCH TRIANGULAR BLAZED TREE
 GA2012'AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 GA2012'
 GA2012'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED FRENCH NO 2 1961,
 GA2012'SET IN A SQUARE CONCRETE
 GA2012'MONUMENT WHICH IS FLUSH.  IT IS 29 FEET SOUTHWEST OF
 GA2012'THE HIGHWAY CUT, 27.9 FEET
 GA2012'NORTHWEST OF A WITNESS SIGN AND ABOUT 2
 GA2012'FEET LOWER THAN THE STATION MARK.
 GA2012'
 GA2012'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FRENCH 1961, CEMENTED IN
 GA2012'A DRILLED HOLE IN A BOULDER
 GA2012'WHICH IS FLUSH.  IT IS 93 FEET SOUTHEAST OF THE
 GA2012'SOUTHWEST CORNER OF THE FRENCH BROAD
 GA2012'RIVER BRIDGE, 29 FEET SOUTHWEST
 GA2012'OF THE CENTER OF U.  S.  HIGHWAYS 70 AND 25 W AND 11.0
 GA2012'FEET WEST OF A
 GA2012'WITNESS SIGN.
 GA2012'
 GA2012'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GA2012
 GA2012                          STATION RECOVERY (1961)
 GA2012
 GA2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2012'12 MI NW FROM NEWPORT.
 GA2012'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2012'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 7.5
 GA2012'MILES NORTHWEST ON INTERSTATE HIGHWAY 40 TO THE FIRST CUT
 GA2012'NORTHWEST OF THE BRIDGE OVER THE FRENCH RIVER (ABOUT 0.1 MILE).
 GA2012'THE STATION IS LOCATED AT THE CREST OF THE CUT ON THE SOUTHWEST
 GA2012'SIDE OF THE ROAD, 19 FT. NORTH OF A 24-INCH TRIANGULAR BLAZED
 GA2012'TREE, 17 FT. SOUTHWEST OF THE HIGHWAY CUT, AND 3.3 FT. NORTHWEST
 GA2012'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2012'FLUSH WITH THE GROUND AND IS ABOUT 25 FT. ABOVE THE LEVEL OF THE
 GA2012'HIGHWAY.
 GA2012
 GA2012                          STATION RECOVERY (1980)
 GA2012
 GA2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2012'THE STATION MARK WAS FOUND IN GOOD CONDITION ALONG WITH THE AZIMUTH
 GA2012'MARK.  REFERENCE MARK 1 WAS FOUND WITH THE TOP SHEARED OFF AND
 GA2012'REFERENCE MARK 2 WITH THE DISK GONE BUT THE STEM STILL IN PLACE.  THE
 GA2012'DISTANCE TO REFERENCE MARK 2 CHECKED.  THE AZIMUTH MARK IS OBSTRUCTED
 GA2012'BY SEVERAL HUNDRED FEET OF GROWTH.  REFERENCE MARKS 3 AND 4 WERE
 GA2012'SET.  A NEW DESCRIPTION FOLLOWS FOR THE NEW MARKS.
 GA2012'
 GA2012'THE STATION MARK IS 3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 GA2012'LINE OF INTERSTATE HIGHWAY 81 AND ABOUT 0.1 MILE SOUTHWEST OF THE
 GA2012'JUNCTION OF I 81 AND STATE HIGHWAY 66A.
 GA2012'
 GA2012'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, PROJECTING
 GA2012'2 INCHES, STAMPED---FRENCH 1961 NO 3 1980---35 FEET NORTHEAST OF
 GA2012'A 24 INCH TRIANGULAR BLAZED OAK TREE AND 1 FOOT SOUTH OF THE FENCE.
 GA2012'
 GA2012'REFERENCE MARK 4 IS 9 FEET SOUTHEAST OF THE OAK TREE AND 29 FEET
 GA2012'SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GA2012'STAMPED---FRENCH 1961 NO 4 1980.
 GA2012
 GA2012                          STATION RECOVERY (1980)
 GA2012
 GA2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2012'THE MARK IS 3 FEET OF THE RIGHT-OF-WAY FENCE LINE OF INTERSTATE
 GA2012'HIGHWAY 81 AND HAS 2 IRON PINS DRIVEN ON EACH SIDE OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3246 ***********************************************************************
 GA3246  DESIGNATION -  FRENCH RM 3
 GA3246  PID         -  GA3246
 GA3246  STATE/COUNTY-  TN/JEFFERSON
 GA3246  USGS QUAD   -  WHITE PINE (1961)
 GA3246
 GA3246                         *CURRENT SURVEY CONTROL
 GA3246  ___________________________________________________________________
 GA3246* NAD 83(1986)-  36 02 37.     (N)    083 20 28.     (W)     SCALED    
 GA3246* NAVD 88     -       341.84   (meters)    1121.5    (feet)  RESET     
 GA3246  ___________________________________________________________________
 GA3246  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA3246
 GA3246  VERT ORDER  -  THIRD
 GA3246
 GA3246.The horizontal coordinates were scaled from a topographic map and have
 GA3246.an estimated accuracy of +/- 6 seconds.
 GA3246
 GA3246.The orthometric height was computed from unverified reset data.
 GA3246.No vertical observational check was made to the station.
 GA3246
 GA3246.The geoid height was determined by GEOID03.
 GA3246
 GA3246;                    North         East    Units  Estimated Accuracy
 GA3246;SPC TN       -   193,010.      839,560.      MT  (+/- 180 meters Scaled)
 GA3246
 GA3246                          SUPERSEDED SURVEY CONTROL
 GA3246
 GA3246  NGVD 29 (10/12/01)  342.00   (m)         1122.0    (f) RESET       3  
 GA3246
 GA3246.Superseded values are not recommended for survey control.
 GA3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3246.See file dsdata.txt to determine how the superseded data were derived.
 GA3246
 GA3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV890913(NAD 83)
 GA3246_MARKER: DR = REFERENCE MARK DISK
 GA3246_SETTING: 0 = UNSPECIFIED SETTING
 GA3246_STAMPING: FRENCH 1961 NO 3 1980
 GA3246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3246
 GA3246  HISTORY     - Date     Condition        Report By
 GA3246  HISTORY     - 1980     MONUMENTED       NGS
 GA3246
 GA3246                          STATION DESCRIPTION
 GA3246
 GA3246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3246'12.0 MI NW FROM NEWPORT.
 GA3246'FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA3246'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO
 GA3246'7.5 MILES NORTHWEST ON INTERSTATE HIGHWAY 40 TO THE FIRST
 GA3246'CUT NORTHWEST OF THE BRIDGE OVER THE FRENCH RIVER,(ABOUT
 GA3246'0.1 MILE) TO STATION, 14.9 FEET SOUTHEAST OF THE STATION MARK,
 GA3246'3 FEET NORTHEAST OF A TRIANGULAR BLAZED 24-INCH
 GA3246'OAK TREE, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE OF
 GA3246'INTERSTATE HIGHWAY 81, A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GA3246'MAGNETS.
 GA3246'THE MARK IS 12 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3247 ***********************************************************************
 GA3247  DESIGNATION -  FRENCH RM 4
 GA3247  PID         -  GA3247
 GA3247  STATE/COUNTY-  TN/JEFFERSON
 GA3247  USGS QUAD   -  WHITE PINE (1961)
 GA3247
 GA3247                         *CURRENT SURVEY CONTROL
 GA3247  ___________________________________________________________________
 GA3247* NAD 83(1986)-  36 02 37.     (N)    083 20 28.     (W)     SCALED    
 GA3247* NAVD 88     -       340.98   (meters)    1118.7    (feet)  RESET     
 GA3247  ___________________________________________________________________
 GA3247  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA3247
 GA3247  VERT ORDER  -  THIRD
 GA3247
 GA3247.The horizontal coordinates were scaled from a topographic map and have
 GA3247.an estimated accuracy of +/- 6 seconds.
 GA3247
 GA3247.The orthometric height was computed from unverified reset data.
 GA3247.No vertical observational check was made to the station.
 GA3247
 GA3247.The geoid height was determined by GEOID03.
 GA3247
 GA3247;                    North         East    Units  Estimated Accuracy
 GA3247;SPC TN       -   193,010.      839,560.      MT  (+/- 180 meters Scaled)
 GA3247
 GA3247                          SUPERSEDED SURVEY CONTROL
 GA3247
 GA3247  NGVD 29 (10/12/01)  341.14   (m)         1119.2    (f) RESET       3  
 GA3247
 GA3247.Superseded values are not recommended for survey control.
 GA3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3247.See file dsdata.txt to determine how the superseded data were derived.
 GA3247
 GA3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV890913(NAD 83)
 GA3247_MARKER: DR = REFERENCE MARK DISK
 GA3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3247_STAMPING: FRENCH 1961 NO 4 1980
 GA3247_PROJECTION: FLUSH
 GA3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3247+STABILITY: SURFACE MOTION
 GA3247
 GA3247  HISTORY     - Date     Condition        Report By
 GA3247  HISTORY     - 1980     MONUMENTED       NGS
 GA3247
 GA3247                          STATION DESCRIPTION
 GA3247
 GA3247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3247'12.0 MI NW FROM NEWPORT.
 GA3247'FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA3247'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO
 GA3247'7.5 MILES NORTHWEST ON INTERSTATE HIGHWAY 40 TO THE FIRST
 GA3247'CUT NORTHWEST OF THE BRIDGE OVER THE FRENCH RIVER,(ABOUT
 GA3247'0.1 MILE) TO STATION, 27.4 FEET SOUTHWEST OF THE STATION
 GA3247'MARK, 9 FEET SOUTHEAST OF A TRIANGULAR BLAZED 24-INCH OAK
 GA3247'TREE AND 29 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE OF INTERSTATE
 GA3247'HIGHWAY 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0545 ***********************************************************************
 GC0545  DESIGNATION -  FREY 2
 GC0545  PID         -  GC0545
 GC0545  STATE/COUNTY-  TN/ROBERTSON
 GC0545  USGS QUAD   -  WHITE HOUSE (1981)
 GC0545
 GC0545                         *CURRENT SURVEY CONTROL
 GC0545  ___________________________________________________________________
 GC0545* NAD 83(1995)-  36 28 21.39734(N)    086 40 59.21144(W)     ADJUSTED  
 GC0545* NAVD 88     -       262.36   (meters)     860.8    (feet)  RESET     
 GC0545  ___________________________________________________________________
 GC0545  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GC0545  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0545
 GC0545  HORZ ORDER  -  SECOND
 GC0545  VERT ORDER  -  THIRD
 GC0545
 GC0545.The horizontal coordinates were established by classical geodetic methods
 GC0545.and adjusted by the National Geodetic Survey in April 1999..
 GC0545
 GC0545.The orthometric height was computed from unverified reset data.
 GC0545.No vertical observational check was made to the station.
 GC0545
 GC0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0545
 GC0545.The geoid height was determined by GEOID03.
 GC0545
 GC0545;                    North         East     Units Scale Factor Converg.
 GC0545;SPC TN       -   237,570.291   538,777.352   MT  1.00001040   -0 23 59.7
 GC0545;SPC TN       -   779,428.53  1,767,638.70   sFT  1.00001040   -0 23 59.7
 GC0545;UTM  16      - 4,036,416.592   528,388.818   MT  0.99960993   +0 11 18.1
 GC0545
 GC0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0545!SPC TN       -   0.99996348  x   1.00001040  =   0.99997388
 GC0545!UTM  16      -   0.99996348  x   0.99960993  =   0.99957342
 GC0545
 GC0545|---------------------------------------------------------------------|
 GC0545| PID    Reference Object                     Distance      Geod. Az  |
 GC0545|                                                           dddmmss.s |
 GC0545| GC0546 FREY 2 RM 3                           9.107 METERS 00558     |
 GC0545| GC0542 FREY AZ MK                          APPROX. 0.8 KM 1523312.2 |
 GC0545| GC0547 FREY 2 RM 4                          29.588 METERS 18946     |
 GC0545| GC0543 FREY RM 2                            30.852 METERS 21820     |
 GC0545| GC0544 FREY                                 21.776 METERS 29155     |
 GC0545|---------------------------------------------------------------------|
 GC0545
 GC0545                          SUPERSEDED SURVEY CONTROL
 GC0545
 GC0545  NAD 83(1995)-  36 28 21.39806(N)    086 40 59.21241(W) AD(       ) 2
 GC0545  NAD 83(1995)-  36 28 21.40362(N)    086 40 59.21481(W) AD(       ) 2
 GC0545  NAD 83(1986)-  36 28 21.40670(N)    086 40 59.21460(W) AD(       ) 2
 GC0545  NAD 27      -  36 28 21.24510(N)    086 40 59.23342(W) AD(       ) 2
 GC0545  NGVD 29 (10/12/01)  262.42   (m)          861.0    (f) RESET       3  
 GC0545
 GC0545.Superseded values are not recommended for survey control.
 GC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0545.See file dsdata.txt to determine how the superseded data were derived.
 GC0545
 GC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2838936417(NAD 83)
 GC0545_MARKER: DB = BENCH MARK DISK
 GC0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0545_STAMPING: FREY 2 1974
 GC0545_MARK LOGO: NGS   
 GC0545_PROJECTION: RECESSED 8 CENTIMETERS
 GC0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0545+STABILITY: SURFACE MOTION
 GC0545
 GC0545  HISTORY     - Date     Condition        Report By
 GC0545  HISTORY     - 1974     MONUMENTED       NGS
 GC0545  HISTORY     - 1974     GOOD             NGS
 GC0545  HISTORY     - 19850702 GOOD             NGS
 GC0545
 GC0545                          STATION DESCRIPTION
 GC0545
 GC0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GC0545'THE STATION IS LOCATED AT THE WEST EDGE OF THE CITY LIMITS OF
 GC0545'WHITE HOUSE, ON THE PROPERTY OF MR. GERALD KELLY AND RIGHT-OF-WAY
 GC0545'OF NEW ROAD, 47 FEET EAST OF THE CENTERLINE OF ROAD, 176 FEET
 GC0545'SOUTH OF A POWER POLE, 98 FEET NORTH OF A POWER POLE AND 1 FOOT
 GC0545'NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 GC0545'AND THE DISK IS STAMPED FREY 2 1974.
 GC0545'
 GC0545'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65
 GC0545'AND STATE HIGHWAY 76 AT THE WEST EDGE OF WHITE HOUSE GO WEST ON
 GC0545'HIGHWAY 76 FOR 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO
 GC0545'NORTHEAST AND NORTH ON PAVED ROAD FOR 0.4 MILE TO TOP OF SMALL
 GC0545'GRADE AND THE STATION ON THE RIGHT.
 GC0545'
 GC0545'TO REACH THE AZIMUTH MARK FROM THE JUNCTION, GO EAST ON HIGHWAY
 GC0545'76 FOR 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 GC0545'PAVED ROAD FOR 0.15 MILE TO A DRIVEWAY LEFT.  TURN LEFT AND GO
 GC0545'SOUTH FOR ABOUT 200 FEET TO AN ABANDONED HOUSE AND THE AZIMUTH
 GC0545'MARK ABOUT 200 FEET SOUTH OF THE HOUSE.
 GC0545'
 GC0545'REFERENCE MARK 3 IS A STANDARD ALUMINUM PRE-CAST 3 FOOT LONG POST
 GC0545'WITH A DISK ATTACHED TO THE TOP AND STAMPED FREY 2 NO 3 1974, 146
 GC0545'FEET SOUTH OF POWER POLE, 47 FEET EAST OF THE CENTERLINE OF ROAD
 GC0545'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 4
 GC0545'INCHES.
 GC0545'
 GC0545'REFERENCE MARK 4 IS A STANDARD ALUMINUM PRE-CAST 3 FOOT LONG POST
 GC0545'WITH A DISK ATTACHED TO THE TOP AND STAMPED FREY 2 NO 4 1974, 1
 GC0545'FOOT NORTH OF A POWER POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 GC0545'POST, 36 FEET EAST OF THE CENTERLINE OF THE ROAD AND PROJECTING
 GC0545'4 INCHES.
 GC0545'
 GC0545'THE AZIMUTH MARK IS 5 FEET NORTHWEST OF AN 8 INCH WILD CHERRY TREE,
 GC0545'2 FEET WEST OF FENCE AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 GC0545'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FREY 1959.
 GC0545'
 GC0545'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC0545
 GC0545                          STATION RECOVERY (1974)
 GC0545
 GC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC0545'AT WHITE HOUSE.
 GC0545'0.25 MILE WEST ALONG STATE HIGHWAY 76 FROM ITS JUNCTION WITH
 GC0545'INTERSTATE HIGHWAY 65, THENCE NORTHEAST AND NORTH ON PAVED ROAD
 GC0545'FOR 0.4 MILE TO TOP OF SMALL GRADE AND MARK ON RIGHT, 47 FEET
 GC0545'EAST OF THE CENTERLINE OF THE ROAD, 176 FEET SOUTH OF A POWER
 GC0545'POLE, 98 FEET NORTH OF A POWER POLE, 1 FOOT NORTH OF A METAL
 GC0545'WITNESS POST AND SET IN THE TOP OF A ROUND CONCRETE POST
 GC0545'PROJECTING 2 INCHES.
 GC0545
 GC0545                          STATION RECOVERY (1985)
 GC0545
 GC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 GC0545'ALL MARKS WERE RECOVERED IN GOOD CONDITION BUT THE AZIMUTH MARK WAS
 GC0545'NOT VISIBLE FROM THE STATION.  THE DIRECTION TO RM 3 AND RM 4 CHECKED
 GC0545'AS DID THE DISTANCE TO RM 3.  THE DISTANCE TO RM 4 WAS LONGER BY 0.017
 GC0545'METERS.  (0.056 FT) A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD ONE
 GC0545'WAS THEN DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 GC0545' 
 GC0545'THE STATION IS LOCATED ABOUT .34 KM (0.20 MI) NORTH OF NASHVILLE,
 GC0545'4.8 KM (3.00 MI) WEST OF WHITEHOUSE, AND ON THE RIGHT OF WAY OF
 GC0545'INDUSTRIAL DRIVE AT THE WEST EDGE OF A CULTIVATED FIELD.  TO REACH THE
 GC0545'STATION FROM THE JUNCTION OF INTERSTATE 65 AND STATE ROUTE 76, GO WEST
 GC0545'0.4 KM (0.25 MI) ON ROUTE 76 THEN NORTH ON INDUSTRIAL DRIVE FOR 0.6 KM
 GC0545'(0.35 MI) TO THE MARK ON THE RIGHT.
 GC0545' 
 GC0545'THE STATION IS A STANDARD NGS DISK STAMPED---FREY 2 1974---, SET INTO
 GC0545'THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 GC0545'RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 GC0545'30.2 METERS (99.1 FT) NORTH-NORTHEAST FROM A POWER POLE, 14.2 METERS
 GC0545'(46.6 FT) EAST FROM THE CENTERLINE OF THE ROAD, 7.9 METERS (25.9 FT)
 GC0545'EAST-SOUTHEAST FROM A MAN HOLE, 0.45 METERS (1.48 FT) NORTH FROM A
 GC0545'METAL WITNESS POST.
 GC0545' 
 GC0545'REFERENCE MARK NO 3 IS A STANDARD ALUMINUM PRE-CAST 3 FOOT (0.9 M)
 GC0545'LONG POST WITH A DISK ATTACHED TO THE TOP AND STAMPED---FREY 2 NO 3
 GC0545'1974---, SET FLUSH WITH GROUND.  THE STATION IS LOCATED 14.3 METERS
 GC0545'(46.9 FT) EAST FROM THE CENTERLINE OF THE ROAD, 10.7 METERS (35.1 FT)
 GC0545'NORTHEAST FROM A MAN HOLE, 0.3 METERS (1.0 FT) SOUTH FROM A METAL
 GC0545'WITNESS POST.
 GC0545' 
 GC0545'REFERENCE MARK NO 4 IS A STANDARD ALUMINUM PRE-CAST 3 FOOT (0.9 M)
 GC0545'LONG POST WITH A DISK ATTACHED TO THE TOP STAMPED---FREY 2 NO 4 1974--
 GC0545'AND SET FLUSH WITH GROUND.  THE STATION IS LOCATED 31.7 METERS
 GC0545'(104.0 FT) SOUTH FROM A MAN HOLE, 10.7 METERS (35.1 FT) EAST FROM THE
 GC0545'CENTERLINE OF THE ROAD, 0.3 METERS (1.0 FT) NORTH FROM A POWER POLE,
 GC0545'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GC0545' 
 GC0545'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---FREY 2 1974 NO 2
 GC0545'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 GC0545'(25 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND. THE
 GC0545'STATION IS LOCATED 12.2 METERS (40.0 FT) WEST FROM THE CENTERLINE OF
 GC0545'THE ROAD, 1.1 METERS (3.6 FT) SOUTHEAST FROM POWER POLE NUMBER
 GC0545'G3419PT1 AND TELEPHONE JUNCTION BOX, 0.9 METERS (3.0 FT) NORTH FROM A
 GC0545'FIBERGLASS WITNESS POST, 0.5 METERS (1.6 FT) EAST FROM A WIRE FENCE.
 GC0545'THE STATION IS LOCATED ABOUT 34 KM (21.10 MI) NORTH OF NASHVILLE, 5 KM
 GC0545'(3.10 MI) WEST OF WHITEHOUSE, ON THE RIGHT OF WAY OF INDUSTRIAL DRIVE
 GC0545'AT THE EAST EDGE OF A FIELD.  TO REACH THE STATION FROM THE JUNCTION
 GC0545'OF INTERSTATE 65 AND STATE ROUTE 76 GO 0.4 KM (0.25 MI) WEST ON ROUTE
 GC0545'76 THEN NORTH 1 KM (0.60 MI) ON INDUSTRIAL DRIVE TO THE MARK ON THE
 GC0545'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0546 ***********************************************************************
 GC0546  DESIGNATION -  FREY 2 RM 3
 GC0546  PID         -  GC0546
 GC0546  STATE/COUNTY-  TN/ROBERTSON
 GC0546  USGS QUAD   -  WHITE HOUSE (1981)
 GC0546
 GC0546                         *CURRENT SURVEY CONTROL
 GC0546  ___________________________________________________________________
 GC0546* NAD 83(1986)-  36 28 21.     (N)    086 41 00.     (W)     SCALED    
 GC0546* NAVD 88     -       262.39   (meters)     860.9    (feet)  RESET     
 GC0546  ___________________________________________________________________
 GC0546  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0546
 GC0546  VERT ORDER  -  THIRD
 GC0546
 GC0546.The horizontal coordinates were scaled from a topographic map and have
 GC0546.an estimated accuracy of +/- 6 seconds.
 GC0546
 GC0546.The orthometric height was computed from unverified reset data.
 GC0546.No vertical observational check was made to the station.
 GC0546
 GC0546.The geoid height was determined by GEOID03.
 GC0546
 GC0546;                    North         East    Units  Estimated Accuracy
 GC0546;SPC TN       -   237,560.      538,760.      MT  (+/- 180 meters Scaled)
 GC0546
 GC0546                          SUPERSEDED SURVEY CONTROL
 GC0546
 GC0546  NGVD 29 (10/12/01)  262.45   (m)          861.1    (f) RESET       3  
 GC0546
 GC0546.Superseded values are not recommended for survey control.
 GC0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0546.See file dsdata.txt to determine how the superseded data were derived.
 GC0546
 GC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF283364(NAD 83)
 GC0546_MARKER: DR = REFERENCE MARK DISK
 GC0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0546_STAMPING: FREY 2 NO 3 1974
 GC0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0546+STABILITY: SURFACE MOTION
 GC0546
 GC0546  HISTORY     - Date     Condition        Report By
 GC0546  HISTORY     - 1974     MONUMENTED       NGS
 GC0546
 GC0546                          STATION DESCRIPTION
 GC0546
 GC0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC0546'AT WHITE HOUSE.
 GC0546'0.25 MILE WEST ALONG STATE HIGHWAY 76 FROM ITS JUNCTION WITH
 GC0546'INTERSTATE HIGHWAY 65 TO A ROAD RIGHT, THENCE NORTHEAST AND
 GC0546'NORTH ON PAVED ROAD FOR 0.4 MILE TO TOP OF SMALL GRADE AND MARK
 GC0546'ON THE RIGHT, 146 FEET SOUTH OF A METAL WITNESS POST, 47 FEET
 GC0546'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A METAL
 GC0546'WITNESS POST, A STANDARD CAP ATTACHED TO THE TOP OF A 3 FOOT
 GC0546'ALUMINUM POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0547 ***********************************************************************
 GC0547  DESIGNATION -  FREY 2 RM 4
 GC0547  PID         -  GC0547
 GC0547  STATE/COUNTY-  TN/ROBERTSON
 GC0547  USGS QUAD   -  WHITE HOUSE (1981)
 GC0547
 GC0547                         *CURRENT SURVEY CONTROL
 GC0547  ___________________________________________________________________
 GC0547* NAD 83(1986)-  36 28 21.     (N)    086 41 00.     (W)     SCALED    
 GC0547* NAVD 88     -       262.37   (meters)     860.8    (feet)  RESET     
 GC0547  ___________________________________________________________________
 GC0547  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC0547
 GC0547  VERT ORDER  -  THIRD
 GC0547
 GC0547.The horizontal coordinates were scaled from a topographic map and have
 GC0547.an estimated accuracy of +/- 6 seconds.
 GC0547
 GC0547.The orthometric height was computed from unverified reset data.
 GC0547.No vertical observational check was made to the station.
 GC0547
 GC0547.The geoid height was determined by GEOID03.
 GC0547
 GC0547;                    North         East    Units  Estimated Accuracy
 GC0547;SPC TN       -   237,560.      538,760.      MT  (+/- 180 meters Scaled)
 GC0547
 GC0547                          SUPERSEDED SURVEY CONTROL
 GC0547
 GC0547  NGVD 29 (10/12/01)  262.43   (m)          861.0    (f) RESET       3  
 GC0547
 GC0547.Superseded values are not recommended for survey control.
 GC0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0547.See file dsdata.txt to determine how the superseded data were derived.
 GC0547
 GC0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF283364(NAD 83)
 GC0547_MARKER: DR = REFERENCE MARK DISK
 GC0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0547_STAMPING: FREY 2 NO 4 1974
 GC0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0547+STABILITY: SURFACE MOTION
 GC0547
 GC0547  HISTORY     - Date     Condition        Report By
 GC0547  HISTORY     - 1974     MONUMENTED       NGS
 GC0547
 GC0547                          STATION DESCRIPTION
 GC0547
 GC0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GC0547'AT WHITE HOUSE.
 GC0547'0.25 MILE WEST ALONG STATE HIGHWAY 76 FROM ITS JUNCTION WITH
 GC0547'INTERSTATE HIGHWAY 65 TO A ROAD RIGHT, THENCE NORTHEAST AND
 GC0547'NORTH ON PAVED ROAD FOR 0.4 MILE TO TOP OF GRADE AND THE
 GC0547'MARK ON THE RIGHT, 1 FOOT NORTH OF A POWER POLE, 1 FOOT
 GC0547'SOUTHEAST OF A METAL WITNESS POST, 36 FEET EAST OF THE CENTERLINE
 GC0547'OF ROAD, A STANDARD ALUMINUM CAP ATTACHED TO THE TOP OF A
 GC0547'3 FOOT PRE-CAST ALUMINUM POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3561 ***********************************************************************
 GA3561  DESIGNATION -  FRIEND
 GA3561  PID         -  GA3561
 GA3561  STATE/COUNTY-  TN/CLAIBORNE
 GA3561  USGS QUAD   -  AUSMUS (1980)
 GA3561
 GA3561                         *CURRENT SURVEY CONTROL
 GA3561  ___________________________________________________________________
 GA3561* NAD 83(1995)-  36 28 58.26948(N)    083 46 08.86634(W)     ADJUSTED  
 GA3561* NAVD 88     -       516.6    (meters)    1695.     (feet)  VERTCON   
 GA3561  ___________________________________________________________________
 GA3561  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 GA3561  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GA3561
 GA3561  HORZ ORDER  -  SECOND
 GA3561
 GA3561.The horizontal coordinates were established by classical geodetic methods
 GA3561.and adjusted by the National Geodetic Survey in April 1999..
 GA3561
 GA3561.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3561
 GA3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3561
 GA3561.The geoid height was determined by GEOID03.
 GA3561
 GA3561;                    North         East     Units Scale Factor Converg.
 GA3561;SPC TN       -   240,771.575   799,895.369   MT  1.00001241   +1 18 21.7
 GA3561;SPC TN       -   789,931.41  2,624,323.39   sFT  1.00001241   +1 18 21.7
 GA3561;UTM  17      - 4,041,072.006   251,926.665   MT  1.00035828   -1 38 50.3
 GA3561
 GA3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3561!SPC TN       -   0.99992369  x   1.00001241  =   0.99993610
 GA3561!UTM  17      -   0.99992369  x   1.00035828  =   1.00028195
 GA3561
 GA3561|---------------------------------------------------------------------|
 GA3561| PID    Reference Object                     Distance      Geod. Az  |
 GA3561|                                                           dddmmss.s |
 GA3561| DB9394 FRIEND RM 1                           5.169 METERS 04526     |
 GA3561| DB9395 FRIEND RM 2                           6.103 METERS 14613     |
 GA3561| DB9393 FRIEND AZ MK                                       3442838.8 |
 GA3561|---------------------------------------------------------------------|
 GA3561
 GA3561                          SUPERSEDED SURVEY CONTROL
 GA3561
 GA3561  NAD 83(1995)-  36 28 58.27086(N)    083 46 08.86739(W) AD(       ) 2
 GA3561  NAD 83(1995)-  36 28 58.27446(N)    083 46 08.86482(W) AD(       ) 2
 GA3561  NAD 83(1995)-  36 28 58.27777(N)    083 46 08.86746(W) AD(       ) 2
 GA3561  NAD 83(1986)-  36 28 58.27997(N)    083 46 08.86624(W) AD(       ) 2
 GA3561  NAD 27      -  36 28 57.99361(N)    083 46 09.16707(W) AD(       ) 2
 GA3561  NGVD 29 (07/19/86)  516.8    (m)         1696.     (f) VERT ANG       
 GA3561
 GA3561.Superseded values are not recommended for survey control.
 GA3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3561.See file dsdata.txt to determine how the superseded data were derived.
 GA3561
 GA3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5192741072(NAD 83)
 GA3561_MARKER: DD = SURVEY DISK
 GA3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3561
 GA3561  HISTORY     - Date     Condition        Report By
 GA3561  HISTORY     - 1964     MONUMENTED       TNHD
 GA3561
 GA3561                          STATION DESCRIPTION
 GA3561
 GA3561'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3561'THE STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF LAFOLLETTE AND
 GA3561'ABOUT 8 MILES SOUTHWEST OF
 GA3561'AUTHUR.
 GA3561'
 GA3561'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 6.8 MILES
 GA3561'NORTHEAST ON STATE ROUTE 63
 GA3561'TO A PAVED ROAD ON THE RIGHT (YOKUM LANE), TURN
 GA3561'RIGHT, SOUTHEAST, AND GO 0.9 MILE TO
 GA3561'A CROSSROAD WHERE THE PAVED ROAD
 GA3561'TURNS RIGHT AND THE BEN HENSLEY STORE ON THE LEFT, HERE
 GA3561'CONTINUE
 GA3561'STRAIGHT AHEAD ON A GRAVELED ROAD FOR 0.25 MILE SOUTH TO THE AZIMUTH
 GA3561'MARK ON THE RIGHT,
 GA3561'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 1.05 MILES
 GA3561'TO A WIRE GAP IN A FENCE ON THE
 GA3561'RIGHT, JUST NORTH OF A SMALL
 GA3561'CEMETERY, TURN RIGHT, EAST, AND GO 0.15 MILE TO
 GA3561'THE TOP OF AN OPEN
 GA3561'KNOLL TO THE FRIENDSHIP FIRE LOOKOUT STATION (NOT A TOWER) AND THE
 GA3561'STATION AS
 GA3561'DESCRIBED.
 GA3561'
 GA3561'THE STATION IS 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 GA3561'WOODEN SHED 38 FEET
 GA3561'NORTHEAST OF THE APPROXIMATE CENTER OF A GAP IN A FENCE AND
 GA3561'11 FEET SOUTHWEST OF THE
 GA3561'SOUTHWEST CORNER OF THE LOOKOUT BUILDING
 GA3561'(PAINTED GREEN).  THE SURFACE AND
 GA3561'UNDERGROUND MARKS ARE STANDARD
 GA3561'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GA3561'STAMPED FRIEND
 GA3561'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA3561'THE SURFACE DISK
 GA3561'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3561'MONUMENT.
 GA3561'
 GA3561'REFERENCE MARK NO. 1 IS 63.5 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GA3561'SHED AND 2.5 FEET NORTHWEST
 GA3561'OF THE NORTHWEST CORNER OF THE LOOKOUT BUILDING.
 GA3561'IT IS A STANDARD TENNESSEE HIGHWAY
 GA3561'DEPARTMENT DISK SET IN A 10-INCH
 GA3561'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3561'STAMPED FRIEND RM-1
 GA3561'1964.
 GA3561'
 GA3561'REFERENCE MARK NO. 2 IS 43 FEET EAST OF A FENCE AND 18 FEET SOUTH OF
 GA3561'THE NORTHEAST CORNER
 GA3561'OF THE LOOKOUT BUILDING.  IT IS A STANDARD TENNESSEE
 GA3561'HIGHWAY DEPARTMENT DISK SET IN A
 GA3561'10-INCH SQUARE, FLUSH, CONCRETE
 GA3561'MONUMENT AND THE DISK IS STAMPED FRIEND RM-2 1964.
 GA3561'
 GA3561'THE AZIMUTH MARK IS 28.5 FEET SOUTHWEST OF GROVER PARTINS MAIL BOX, 9
 GA3561'FEET WEST OF THE
 GA3561'APPROXIMATE CENTER OF A GRAVELED ROAD, 8 FEET SOUTHEAST
 GA3561'OF THE APPROXIMATE CENTER OF A
 GA3561'WOODEN GATE, 1.8 FEET NORTH OF A
 GA3561'WITNESS POST AND 1 FOOT EAST OF A FENCE.  IT IS A
 GA3561'STANDARD TENNESSEE
 GA3561'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3561'MONUMENT AND THE
 GA3561'DISK IS STAMPED FRIEND AZI 1964.
 GA3561'
 GA3561'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3561'
 GA3561'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2418 ***********************************************************************
 FE2418  DESIGNATION -  FRIENDSHIP
 FE2418  PID         -  FE2418
 FE2418  STATE/COUNTY-  TN/CROCKETT
 FE2418  USGS QUAD   -  FRIENDSHIP (1981)
 FE2418
 FE2418                         *CURRENT SURVEY CONTROL
 FE2418  ___________________________________________________________________
 FE2418* NAD 83(1995)-  35 54 49.29255(N)    089 14 46.75262(W)     ADJUSTED  
 FE2418* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 FE2418  ___________________________________________________________________
 FE2418  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FE2418  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2418
 FE2418  HORZ ORDER  -  SECOND
 FE2418
 FE2418.The horizontal coordinates were established by classical geodetic methods
 FE2418.and adjusted by the National Geodetic Survey in April 1999..
 FE2418
 FE2418.The orthometric height was scaled from a topographic map.
 FE2418
 FE2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2418
 FE2418.The geoid height was determined by GEOID03.
 FE2418
 FE2418;                    North         East     Units Scale Factor Converg.
 FE2418;SPC TN       -   180,198.462   307,049.767   MT  0.99994936   -1 54 01.9
 FE2418;SPC TN       -   591,201.12  1,007,379.11   sFT  0.99994936   -1 54 01.9
 FE2418;UTM  16      - 3,976,707.069   297,307.797   MT  1.00010627   -1 19 05.0
 FE2418
 FE2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2418!SPC TN       -   0.99998384  x   0.99994936  =   0.99993320
 FE2418!UTM  16      -   0.99998384  x   1.00010627  =   1.00009011
 FE2418
 FE2418|---------------------------------------------------------------------|
 FE2418| PID    Reference Object                     Distance      Geod. Az  |
 FE2418|                                                           dddmmss.s |
 FE2418| FE2867 FRIENDSHIP RM 1                      18.451 METERS 05503     |
 FE2418| FE2869 FRIENDSHIP AZ MK                                   0772131.2 |
 FE2418| FE2411 CROCKETT MILLS CUPOLA               APPROX. 9.1 KM 1232803.4 |
 FE2418| FE2417 FRIENDSHIP MUN STANDPIPE             61.660 METERS 16435     |
 FE2418| FE2413 MAURY CITY MUN TANK                 APPROX.11.0 KM 1710242.5 |
 FE2418| FE2868 FRIENDSHIP RM 2                      21.851 METERS 33437     |
 FE2418|---------------------------------------------------------------------|
 FE2418
 FE2418                          SUPERSEDED SURVEY CONTROL
 FE2418
 FE2418  NAD 83(1995)-  35 54 49.29689(N)    089 14 46.75427(W) AD(       ) 2
 FE2418  NAD 83(1986)-  35 54 49.30372(N)    089 14 46.75284(W) AD(       ) 2
 FE2418  NAD 27      -  35 54 49.04170(N)    089 14 46.50040(W) AD(       ) 2
 FE2418
 FE2418.Superseded values are not recommended for survey control.
 FE2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2418.See file dsdata.txt to determine how the superseded data were derived.
 FE2418
 FE2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9730876707(NAD 83)
 FE2418_MARKER: DS = TRIANGULATION STATION DISK
 FE2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2418_STAMPING: FRIENDSHIP 1959
 FE2418_PROJECTION: FLUSH
 FE2418_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2418
 FE2418  HISTORY     - Date     Condition        Report By
 FE2418  HISTORY     - 1959     MONUMENTED       CGS
 FE2418  HISTORY     - 1967     GOOD             CGS
 FE2418  HISTORY     - 19961105 GOOD             USE
 FE2418
 FE2418                          STATION DESCRIPTION
 FE2418
 FE2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2418'THE STATION IS IN THE WEST EDGE OF FRIENDSHIP, ON PROPERTY OWNED BY
 FE2418'MR. T. A. HIGHFILL. IT IS 188.71 FEET NORTH OF THE FRIENDSHIP
 FE2418'MUNICIPAL STANDPIPE, 139 FEET WEST OF THE NORTHWEST CORNER OF A
 FE2418'HOUSE, 122 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A
 FE2418'DRIVEWAY AND A GRAVELED ROAD, 108 FEET EAST OF THE CENTERLINE OF A
 FE2418'GRAVELED ROAD AND 67 FEET NORTH OF THE CENTERLINE OF A
 FE2418'DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FRIENDSHIP
 FE2418'1959.
 FE2418'
 FE2418'*TO REACH THE STATION FROM THE HIGH SCHOOL IN FRIENDSHIP, GO WEST ON
 FE2418'A PAVED ROAD FOR 0.1 MILE TO A T-INTERSECTION.  TURN LEFT, SOUTH,
 FE2418'AND GO 0.05 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO WEST ON A
 FE2418'PAVED ROAD FOR 0.15 MILE TO A T-INTERSECTION. TURN RIGHT,
 FE2418'NORTH, AND GO 0.2 MILE TO A DRIVEWAY AND THE STATION ON THE RIGHT.
 FE2418'
 FE2418'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON HIGHWAY 20
 FE2418'FOR 0.25 MILE TO A CEMETERY AND THE AZIMUTH MARK ON THE RIGHT NEAR
 FE2418'THE NORTH CORNER OF THE CEMETERY.
 FE2418'
 FE2418'REFERENCE MARK 1 IS 94 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2418'HOUSE, 85 FEET SOUTH OF A FENCE AND 58 FEET NORTH OF THE CENTERLINE
 FE2418'OF A DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2418'FRIENDSHIP NO 1 1959.
 FE2418'
 FE2418'REFERENCE MARK 2 IS 67 FEET EAST OF A SMALL CEDAR TREE AND 11 FEET
 FE2418'SOUTH OF A FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2418'FRIENDSHIP NO 2 1959.
 FE2418'
 FE2418'THE AZIMUTH MARK IS 117 FEET NORTHEAST OF THE ENTRANCE TO THE
 FE2418'CEMETERY, 31 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 20, 1 FOOT
 FE2418'NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE.
 FE2418'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FRIENDSHIP 1959.
 FE2418'
 FE2418'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2418
 FE2418                          STATION RECOVERY (1967)
 FE2418
 FE2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2418'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE2418'CONDITION. DUE TO CHANGES IN THE ROADS AND IN PROPERTY OWNERSHIP,
 FE2418'THE ORIGINAL STATION DESCRIPTION AND TO-REACH ARE NO LONGER
 FE2418'COMPLETELY ADEQUATE.
 FE2418'
 FE2418'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2418'
 FE2418'THE STATION IS IN THE WEST EDGE OF FRIENDSHIP, NEAR THE SITE OF THE
 FE2418'FRIENDSHIP MUNICIPAL STANDPIPE AND ON THE PROPERTY OF MR. FLAVIL
 FE2418'GRIGGS.
 FE2418'
 FE2418'TO REACH THE STATION FROM THE FRIENDSHIP HIGH SCHOOL, GO WEST ON A
 FE2418'PAVED ROAD FOR 0.1 MILE TO A T CROSSROAD. HERE TURN LEFT, SOUTH,
 FE2418'AND GO 0.05 MILE ON A PAVED ROAD TO A PAVED ROAD RIGHT, TURN RIGHT,
 FE2418'WEST, ON THIS PAVED ROAD AND GO 0.15 MILE TO A T CROSSROAD. HERE
 FE2418'TURN RIGHT, NORTH, ON A PAVED ROAD AND GO 0.2 MILE TO A GRAVELED
 FE2418'DRIVEWAY ON THE RIGHT, TURN RIGHT, EAST, ON THIS GRAVELED
 FE2418'DRIVEWAY AND GO ABOUT 100 FEET TO THE STATION ON THE LEFT AS
 FE2418'DESCRIBED.
 FE2418'
 FE2418'THE STATION IS 189 FEET NORTH OF THE EDGE OF THE FRIENDSHIP MUNICIPAL
 FE2418'STANDPIPE, 139 FEET WEST OF THE NORTHWEST CORNER OF THE GRIGGS
 FE2418'HOME, 122 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 FE2418'INTERSECTION OF THE GRAVELED DRIVE AND THE PAVED ROAD, 108 FEET EAST
 FE2418'OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 67 FEET NORTH OF THE
 FE2418'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY, AND 0.7 OF A FOOT
 FE2418'SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN
 FE2418'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT
 FE2418'3 IN AND THE DISK IS STAMPED FRIENDSHIP 1959.
 FE2418'
 FE2418'REFERENCE MARK NO. 1 IS 94 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FE2418'THE GRIGGS HOME, 85 FEET SOUTH OF A FENCE AND 58 FEET NORTH OF THE
 FE2418'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY. IT IS A STANDARD DISK
 FE2418'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FE2418'AND THE DISK IS STAMPED FRIENDSHIP NO 1 1959.
 FE2418'
 FE2418'REFERENCE MARK NO. 2 IS 67 FEET EAST OF A 10-INCH CEDAR TREE, 11 FEET
 FE2418'SOUTH OF A FENCE AND ABOUT 2 FEET BELOW THE ELEVATION OF THE
 FE2418'STATION. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 FE2418'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS
 FE2418'STAMPED FRIENDSHIP NO 2 1959.
 FE2418'
 FE2418'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2418'REFERENCE MARK NO. 2 IS 85.89 FEET - 26.178 METERS.
 FE2418'
 FE2418'THE AZIMUTH MARK IS 117 FEET NORTHEAST OF THE ENTRANCE INTO A
 FE2418'CEMETERY, 31 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF OLD STATE
 FE2418'HIGHWAY 20, 1 FOOT NORTHEAST OF A WHITE WOODEN POST, AND 1 FOOT
 FE2418'NORTHWEST OF A FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A
 FE2418'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2418'FRIENDSHIP 1959.
 FE2418'
 FE2418'TO REACH THE AZIMUTH MARK FROM THE FRIENDSHIP HIGH SCHOOL, GO
 FE2418'NORTHERLY ON OLD STATE HIGHWAY 20 FOR 0.25 MILE TO THE NORTH
 FE2418'CORNER OF A CEMETERY AND THE MARK ON THE RIGHT AS DESCRIBED.
 FE2418'
 FE2418'A DISCREPANCY WAS NOTED IN THE COMPARISON OF THE FEET AND METER
 FE2418'DISTANCES MEASURED FOR THE TRAVERSE TO FRIENDSHIP, MUNICIPAL
 FE2418'STANDPIPE. THE 1959 DESCRIPTION SHOWS THIS MEASURED DISTANCE AS 203.3
 FE2418'FEET - 61.66 METERS. 61.66 METERS CONVERTS TO EXACTLY 202.296
 FE2418'FEET AND IT IS THOUGHT THAT A TYPOGRAPHICAL ERROR WAS MADE WHEN THE
 FE2418'DESCRIPTION WAS WRITTEN. IT WAS IMPOSSIBLE TO CHECK THIS
 FE2418'MEASURED DISTANCE AT THE TIME OF THIS RECOVERY.
 FE2418
 FE2418                          STATION RECOVERY (1996)
 FE2418
 FE2418'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 FE2418'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2417 ***********************************************************************
 FE2417  DESIGNATION -  FRIENDSHIP MUN STANDPIPE
 FE2417  PID         -  FE2417
 FE2417  STATE/COUNTY-  TN/CROCKETT
 FE2417  USGS QUAD   -  FRIENDSHIP (1981)
 FE2417
 FE2417                         *CURRENT SURVEY CONTROL
 FE2417  ___________________________________________________________________
 FE2417* NAD 83(1995)-  35 54 47.36402(N)    089 14 46.09873(W)     ADJUSTED  
 FE2417* NAVD 88     -                                                        
 FE2417  ___________________________________________________________________
 FE2417  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FE2417  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE2417
 FE2417  HORZ ORDER  -  THIRD
 FE2417
 FE2417.The horizontal coordinates were established by classical geodetic methods
 FE2417.and adjusted by the National Geodetic Survey in April 1999..
 FE2417
 FE2417
 FE2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2417
 FE2417.The geoid height was determined by GEOID03.
 FE2417
 FE2417;                    North         East     Units Scale Factor Converg.
 FE2417;SPC TN       -   180,138.514   307,064.181   MT  0.99994935   -1 54 01.5
 FE2417;SPC TN       -   591,004.44  1,007,426.40   sFT  0.99994935   -1 54 01.5
 FE2417;UTM  16      - 3,976,647.261   297,322.822   MT  1.00010619   -1 19 04.6
 FE2417
 FE2417                          SUPERSEDED SURVEY CONTROL
 FE2417
 FE2417  NAD 83(1995)-  35 54 47.36837(N)    089 14 46.10037(W) AD(       ) 4
 FE2417  NAD 83(1986)-  35 54 47.37525(N)    089 14 46.09872(W) AD(       ) 4
 FE2417  NAD 27      -  35 54 47.11300(N)    089 14 45.84600(W) AD(       ) 3
 FE2417
 FE2417.Superseded values are not recommended for survey control.
 FE2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2417.See file dsdata.txt to determine how the superseded data were derived.
 FE2417
 FE2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9732376647(NAD 83)
 FE2417_MARKER: 52 = STANDPIPE TANK
 FE2417
 FE2417  HISTORY     - Date     Condition        Report By
 FE2417  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2417  HISTORY     - 1967     GOOD             CGS
 FE2417
 FE2417                          STATION DESCRIPTION
 FE2417
 FE2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2417'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL STANDPIPE
 FE2417'LOCATED IN THE NORTHWEST EDGE OF FRIENDSHIP.  IT IS A STEEL
 FE2417'STRUCTURE ABOUT 30 FEET HIGH AND 20 FEET IN DIAMETER AND IS PAINTED
 FE2417'SILVER.
 FE2417
 FE2417                          STATION RECOVERY (1967)
 FE2417
 FE2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2417'THIS STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDED
 FE2417'NOTATION.
 FE2417'
 FE2417'THE STATION IS 120 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FE2417'DRIVEWAY.
 FE2417'
 FE2417'THE TO-REACH FOR THIS STATION IS THE SAME AS THE TO-REACH FOR
 FE2417'TRIANGULATION STATION FRIENDSHIP 1959.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2566 ***********************************************************************
 FE2566  DESIGNATION -  FRISCO
 FE2566  PID         -  FE2566
 FE2566  STATE/COUNTY-  TN/SHELBY
 FE2566  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2566
 FE2566                         *CURRENT SURVEY CONTROL
 FE2566  ___________________________________________________________________
 FE2566* NAD 83(1995)-  35 02 01.75129(N)    089 54 10.92918(W)     ADJUSTED  
 FE2566* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 FE2566  ___________________________________________________________________
 FE2566  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE2566  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE2566
 FE2566  HORZ ORDER  -  SECOND
 FE2566
 FE2566.The horizontal coordinates were established by classical geodetic methods
 FE2566.and adjusted by the National Geodetic Survey in April 1999..
 FE2566
 FE2566.The orthometric height was scaled from a topographic map.
 FE2566
 FE2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2566
 FE2566.The geoid height was determined by GEOID03.
 FE2566
 FE2566;                    North         East     Units Scale Factor Converg.
 FE2566;SPC TN       -    84,821.524   243,923.974   MT  1.00004518   -2 17 06.0
 FE2566;SPC TN       -   278,285.28    800,273.90   sFT  1.00004518   -2 17 06.0
 FE2566;SPC MS W     -   613,709.579   739,263.061   MT  0.99996899   +0 14 49.3
 FE2566;SPC MS W     - 2,013,478.84  2,425,398.89   sFT  0.99996899   +0 14 49.3
 FE2566;UTM  16      - 3,880,647.057   235,163.271   MT  1.00046451   -1 40 02.9
 FE2566
 FE2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2566!SPC TN       -   0.99998750  x   1.00004518  =   1.00003268
 FE2566!SPC MS W     -   0.99998750  x   0.99996899  =   0.99995649
 FE2566!UTM  16      -   0.99998750  x   1.00046451  =   1.00045201
 FE2566
 FE2566|---------------------------------------------------------------------|
 FE2566| PID    Reference Object                     Distance      Geod. Az  |
 FE2566|                                                           dddmmss.s |
 FE2566| CG4075 FRISCO RM 1                          34.500 METERS 02645     |
 FE2566| CG4076 FRISCO RM 2                          39.036 METERS 10224     |
 FE2566| FF2012 WHITE HAVEN UTILITY TANK            APPROX.12.2 KM 2700621.0 |
 FE2566| CG4074 FRISCO AZ MK                                       2840108.2 |
 FE2566| FE2564 AIRPORT BCN MEMPHIS MUN APT         APPROX. 6.8 KM 2872651.4 |
 FE2566|---------------------------------------------------------------------|
 FE2566
 FE2566                          SUPERSEDED SURVEY CONTROL
 FE2566
 FE2566  NAD 83(1995)-  35 02 01.75105(N)    089 54 10.92969(W) AD(       ) 2
 FE2566  NAD 83(1995)-  35 02 01.75421(N)    089 54 10.93160(W) AD(       ) 2
 FE2566  NAD 83(1986)-  35 02 01.76110(N)    089 54 10.92991(W) AD(       ) 2
 FE2566  NAD 27      -  35 02 01.42600(N)    089 54 10.61200(W) AD(       ) 2
 FE2566
 FE2566.Superseded values are not recommended for survey control.
 FE2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2566.See file dsdata.txt to determine how the superseded data were derived.
 FE2566
 FE2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3516380647(NAD 83)
 FE2566_MARKER: DS = TRIANGULATION STATION DISK
 FE2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2566
 FE2566  HISTORY     - Date     Condition        Report By
 FE2566  HISTORY     - 1956     MONUMENTED       CGS
 FE2566  HISTORY     - 1962     GOOD             CGS
 FE2566  HISTORY     - 1970     SEE DESCRIPTION  LOCENG
 FE2566  HISTORY     - 1970     GOOD             NGS
 FE2566  HISTORY     - 19950710 MARK NOT FOUND   TN1620
 FE2566
 FE2566                          STATION DESCRIPTION
 FE2566
 FE2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NET)
 FE2566'THE STATION IS ABOUT 2-3/4 MILES (AIRLINE) NORTH OF THE
 FE2566'TENNESSEE-MISSISSIPPI STATE LINE, ABOUT 1.0 MILE NORTH-NORTHWEST OF
 FE2566'CAPLEVILLE, ABOUT 1/2 MILE NORTHEAST OF U.S. HIGHWAY 78, AND ABOUT
 FE2566'1/8 MILE NORTHEAST OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 FE2566'TRACKS, MAIN LINE.  THE STATION IS ON HIGHWAY PROPERTY WHICH IS
 FE2566'OWNED BY THE ST. LOUIS AND SAN FRANCISCO RAILROAD.
 FE2566'
 FE2566'TO REACH THE STATION FROM THE CROSS ROAD INTERSECTION OF U.S. HIGHWAY
 FE2566'78 AND WINCHESTER ROAD WHICH IS 3.3 MILES EAST OF THE MEMPHIS
 FE2566'MUNICIPAL AIRPORT CONTROL TOWER, GO EAST ON WINCHESTER ROAD, PAVED
 FE2566'ROAD, FOR 1.5 MILES TO A SIDE ROAD ON THE RIGHT, DOUGLASS RD., TURN
 FE2566'RIGHT, GO SOUTH ON DOUGLASS RD. FOR 1.2 MILES TO THE T-ROAD JUNCTION
 FE2566'OF PROSPECT RD., TURN RIGHT, GO WEST AND SOUTH ON PROSPECT RD.
 FE2566'FOR 0.15 MILE TO A BRICK HOUSE ON THE LEFT, OWNED BY R.Y. THOMAS
 FE2566'ESTATE, AND THE STATION 100 FEET SOUTHWEST OF THE HOUSE.  TO REACH
 FE2566'THE AZIMUTH MARK FROM THE CROSS ROAD INTERSECTION OF U.S. HIGHWAY 78
 FE2566'AND WINCHESTER RD., GO SOUTHEAST ON HIGHWAY FOR 1.15 MILE TO A
 FE2566'RAILROAD OVERPASS, CONTINUE ON HIGHWAY FOR 0.15 MILE TO AZIMUTH
 FE2566'MARK ON THE LEFT.
 FE2566'
 FE2566'STATION MARKS, ARE STANDARD DISKS, STAMPED FRISCO 1956.  THE SURFACE
 FE2566'STATION MARK DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 FE2566'INCHES ABOVE GROUND.  IT IS IN THE NORTHEAST CORNER OF ROAD
 FE2566'INTERSECTION, 84 FEET SOUTHEAST OF A POWER LINE POLE, WITH
 FE2566'TRANSFORMER, 25 FEET EAST OF THE CENTER OF PROSPECT RD., AND 18 FEET
 FE2566'SOUTH OF THE R.Y. THOMAS AND ST.  LOUIS-SAN FRANCISCO RAILROAD
 FE2566'PROPERTY LINE, AND 2 FEET EAST OF A STANDARD WITNESS POST.  THE
 FE2566'UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR MASS OF
 FE2566'CONCRETE 34 INCHES BELOW GROUND.
 FE2566'
 FE2566'REFERENCE MARK 1, A STANDARD DISK, STAMPED FRISCO NO 1 1956, IS SET
 FE2566'IN A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.  IT
 FE2566'IS 80 FEET EAST OF THE CENTER OF PROSPECT RD., 50 FEET WEST OF THE
 FE2566'NORTHWEST CORNER OF HOUSE, AND 2 FEET SOUTH OF A FENCE.
 FE2566'
 FE2566'REFERENCE MARK 2, A STANDARD DISK, STAMPED FRISCO NO 2 1956, IS SET
 FE2566'IN A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.  IT
 FE2566'IS 49 FEET SOUTH OF THE YARD FENCE AROUND HOUSE, AND 9 FEET WEST OF
 FE2566'THE EAST ONE OF TWO GUYED POWER LINE POLES.
 FE2566'
 FE2566'AZIMUTH MARK, A STANDARD DISK, STAMPED FRISCO 1956, IS SET IN A
 FE2566'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT
 FE2566'IS 0.15 MILE SOUTHEAST FROM THE CENTER OF RAILROAD OVERPASS, 43 YARDS
 FE2566'SOUTHEAST FROM THE SOUTHEAST END OF METAL GUARD RAIL WHICH IS ON
 FE2566'SOUTHWEST SIDE OF HIGHWAY, 32 FEET NORTHEAST OF THE CENTER LINE OF
 FE2566'U.S. HIGHWAY 78, 1-1/2 FEET NORTHEAST OF A TELEPHONE POLE
 FE2566'NUMBER-488, AND 1-1/2 FEET SOUTHEAST OF A STANDARD WITNESS POST.
 FE2566'
 FE2566'NOTE- A 77 FT. TOWER WAS USED.
 FE2566'
 FE2566'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2566
 FE2566                          STATION RECOVERY (1962)
 FE2566
 FE2566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE2566'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 FE2566'RECOVERED, IN GOOD CONDITION, AS DESCRIBED.
 FE2566'
 FE2566'THE STATION MARK IS AT THE INTERSECTION OF OUTLAND AND HUNGERFORD RD.
 FE2566'DOUGLAS ROAD IS NOW OUTLAND RD. AND PROSPECT IS NOW RAINES ROAD.
 FE2566
 FE2566                          STATION RECOVERY (1970)
 FE2566
 FE2566'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (WEF)
 FE2566'MARK STAMPED- CONDITION-
 FE2566'FRISCO 1956
 FE2566'SURFACE MARK HAS BEEN DESTROYED
 FE2566'FRISCO NO. 1 1956 REF GOOD
 FE2566'FRISCO NO. 2 1956 REF.  GOOD
 FE2566'AZI.
 FE2566'MK FRISCO 1956 DISK HAS BEEN SHEARED FROM POST
 FE2566'
 FE2566'ALL OF THESE MARKS COULD POSSIBLY BE DESTROYED IN THE NEAR FUTURE,
 FE2566'DUE TO CONSTRUCTION.
 FE2566'
 FE2566'RECOVERY BY MEMPHIS LIGHT GAS AND WATER DIVISION.
 FE2566
 FE2566                          STATION RECOVERY (1970)
 FE2566
 FE2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FE2566'THE STATION SURFACE MARK WAS COMPLETELY UPROOTED AND FOUND SOME
 FE2566'DISTANCE FROM ITS ORIGINAL LOCATION.  THE UNDERGROUND SURFACE MARK
 FE2566'WAS RECOVERED AND FOUND IN APPARENT GOOD CONDITION.  REFERENCE MARK
 FE2566'NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 FE2566'THE DISK OF THE AZIMUTH MARK WAS FOUND POPPED OFF THE SHANK AND PART
 FE2566'OF THE CONCRETE MONUMENT CHIPPED OFF ON ONE SIDE.  FIRM
 FE2566'PLUMBING BENCHES WERE ERECTED OVER THE STATION SUB-SURFACE MARK AND
 FE2566'OVER THE CENTER OF THE SHANK OF THE AZIMUTH MARK DISK AND THE
 FE2566'POINTS HELD.  THE SUB-SURFACE STATION MARK WAS THEN OCCUPIED AND
 FE2566'THE HORIZONTAL ANGLES OBSERVED BETWEEN THE POINT HELD FOR THE AZIMUTH
 FE2566'MARK AND THE REFERENCE MARKS.  IN CHECKING THE ANGLES OBSERVED
 FE2566'AGAINST THE 1956 OBSERVATIONS A DISCREPANCY OF MINUS 33.7 SEC WAS
 FE2566'NOTED FOR REFERENCE MARK NO. 2 AND MINUS 01 MIN 41.0 SEC FOR
 FE2566'REFERENCE MARK NO. 1.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE
 FE2566'BETWEEN THE STATION AND THE REFERENCE MARKS THE FOLLOWING
 FE2566'DISCREPANCIES WERE NOTED.  MINUS 0.03 OF A FOOT FOR REFERENCE MARK
 FE2566'NO. 1 AND MINUS 0.06 OF A FOOT FOR REFERENCE MARK NO. 2.  WITH
 FE2566'THESE RESULTS AS A GUIDE A NEW SURFACE STATION MARK WAS SET DIRECTLY
 FE2566'OVER THE SUB-SURFACE STATION MARK AND IS THOUGHT TO OCCUPY VERY
 FE2566'NEARLY THE EXACT ORIGINAL HORIZONTAL POSITION.  THE CONCRETE
 FE2566'MONUMENT FOR THE AZIMUTH MARK WAS SQUARED OFF WITH A CHISEL AND A NEW
 FE2566'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE ORIGINAL MARK
 FE2566'DIRECTLY UNDER THE POINT HELD FOR THE CENTER OF THE SHANK, AND IS
 FE2566'THOUGHT TO OCCUPY ITS EXACT ORIGINAL HORIZONTAL POSITION.
 FE2566'
 FE2566'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2566'
 FE2566'THE STATION IS LOCATED ABOUT 2.75 MILES NORTH OF THE
 FE2566'TENNESSEE-MISSISSIPPI STATE LINE, ABOUT 1.0 MILE NORTH-NORTHWEST OF
 FE2566'CAPLEVILLE, ABOUT 1/2 MILE NORTHEAST OF U.S. HIGHWAY 78, ABOUT 650
 FE2566'FEET NORTHEAST OF THE MAIN LINE TRACKS OF THE ST.  LOUIS AND SAN
 FE2566'FRANCISCO RAILROAD, AND ON THE RAILROADS PROPERTY.
 FE2566'
 FE2566'TO REACH THE STATION FROM THE POST OFFICE IN THE NORTHWEST ANGLE OF
 FE2566'THE INTERSECTION OF SHELBY DRIVE AND U.S. HIGHWAY 78 IN
 FE2566'CAPLEVILLE, GO NORTHERLY ON U.S. HIGHWAY 78 FOR 1.3 MILES TO THE
 FE2566'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 FE2566'NORTHWESTERLY ON U.S. HIGHWAY 78 FOR 0.15 OF A MILE TO A RAILROAD
 FE2566'OVERPASS, CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 78 FOR 0.1 OF A
 FE2566'MILE TO HUNGERFORD ROAD ON THE RIGHT.  HERE TURN SHARP RIGHT ONTO
 FE2566'HUNGERFORD ROAD AND GO EAST- SOUTHEASTERY FOR 0.6 OF A MILE TO A T
 FE2566'INTERSECTION OF OUTLAND ROAD ON THE LEFT AND THE STATION IN THE EAST
 FE2566'ANGLE OF THIS INTERSECTION AS DESCRIBED.
 FE2566'
 FE2566'THE STATION IS 106.5 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK
 FE2566'HOUSE, 76 FEET SOUTHWEST OF A 30-INCH ELM TREE, 65 FEET
 FE2566'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF OUTLAND ROAD, 62.5 FEET
 FE2566'WEST-NORTHWEST OF A GUYED UTILITY POLE NO.  96996, 43 FEET
 FE2566'NORTHEAST OF THE APPROXIMATE CENTER OF HUNGERFORD ROAD, AND 1.1 FEET
 FE2566'WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FE2566'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2566'PROJECTS 4 INCHES AND THE DISK IS STAMPED FRISCO 1956 1970.
 FE2566'
 FE2566'REFERENCE MARK NO. 1 IS 78 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 FE2566'CENTER OF OUTLAND ROAD, 56 FEET WEST-NORTHWEST OF THE NORTHWEST
 FE2566'CORNER OF THE BRICK HOUSE, 3 FEET SOUTH OF A 24-INCH PECAN TREE, AND
 FE2566'1.0 FOOT WEST-NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT
 FE2566'IS A STANDARD DISK SET IN THE TOP OF 10-INCH, SQUARE, FLUSH, CONCRETE
 FE2566'MONUMENT AND THE DISK IS STAMPED FRISCO NO 1 1956.
 FE2566'
 FE2566'REFERENCE MARK NO. 2 IS 112 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FE2566'OF HUNGERFORD ROAD, 76.7 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 FE2566'CORNER OF THE BRICK HOUSE, 70.6 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 FE2566'CORNER OF THE BRICK HOUSE, 70 FEET EAST OF GUYED UTILITY POLE NO.
 FE2566'96996, 40 FEET NORTH OF A 12-INCH WINGED ELM TREE, 9 FEET WEST OF A
 FE2566'GUYED UTILITY POLE, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST
 FE2566'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FE2566'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FE2566'FRISCO NO 2 1956.
 FE2566'
 FE2566'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2566'REFERENCE MARK NO. 2 IS 148.44 FEET -(45.245 METERS).
 FE2566'
 FE2566'THE AZIMUTH MARK IS 31 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER
 FE2566'OF U.S. HIGHWAY 78, 1.5 FEET EAST-NORTHEAST OF GUYED TELEPHONE
 FE2566'POLE NO. 488 AND 0.9 OF A FOOT NORTH-NORTHWEST OF A METAL WITNESS
 FE2566'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FE2566'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FRISCO 1956.
 FE2566'
 FE2566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.0 MILE NNW.
 FE2566'OF CAPLEVILLE.
 FE2566
 FE2566                          STATION RECOVERY (1995)
 FE2566
 FE2566'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0452 ***********************************************************************
 FF0452  DESIGNATION -  FRONT
 FF0452  PID         -  FF0452
 FF0452  STATE/COUNTY-  TN/SHELBY
 FF0452  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0452
 FF0452                         *CURRENT SURVEY CONTROL
 FF0452  ___________________________________________________________________
 FF0452* NAD 83(1995)-  35 09 03.38703(N)    090 03 15.68438(W)     ADJUSTED  
 FF0452* NAVD 88     -        73.243  (meters)     240.30   (feet)  ADJUSTED  
 FF0452  ___________________________________________________________________
 FF0452  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FF0452  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0452  DYNAMIC HT  -          73.176 (meters)     240.08  (feet)  COMP
 FF0452  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FF0452
 FF0452  HORZ ORDER  -  THIRD
 FF0452  VERT ORDER  -  FIRST     CLASS I
 FF0452
 FF0452.The horizontal coordinates were established by classical geodetic methods
 FF0452.and adjusted by the National Geodetic Survey in April 1999..
 FF0452
 FF0452.The orthometric height was determined by differential leveling
 FF0452.and adjusted by the National Geodetic Survey in June 1991..
 FF0452.WARNING-Repeat measurements at this control monument indicate possible
 FF0452.vertical movement.
 FF0452
 FF0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0452
 FF0452.The geoid height was determined by GEOID03.
 FF0452
 FF0452.The dynamic height is computed by dividing the NAVD 88
 FF0452.geopotential number by the normal gravity value computed on the
 FF0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0452.degrees latitude (g = 980.6199 gals.).
 FF0452
 FF0452.The modeled gravity was interpolated from observed gravity values.
 FF0452
 FF0452;                    North         East     Units Scale Factor Converg.
 FF0452;SPC TN       -    98,365.683   230,664.790   MT  1.00001896   -2 22 24.9
 FF0452;SPC TN       -   322,721.41    756,772.73   sFT  1.00001896   -2 22 24.9
 FF0452;SPC AR N     -    92,458.150   577,269.576   MT  0.99996435   +1 07 55.8
 FF0452;SPC AR N     -   303,339.78  1,893,925.27   sFT  0.99996435   +1 07 55.8
 FF0452;UTM  15      - 3,893,755.418   768,340.455   MT  1.00048752   +1 41 48.9
 FF0452;UTM  16      - 3,894,054.332   221,752.895   MT  1.00055427   -1 45 34.6
 FF0452
 FF0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0452!SPC TN       -   0.99999279  x   1.00001896  =   1.00001175
 FF0452!SPC AR N     -   0.99999279  x   0.99996435  =   0.99995714
 FF0452!UTM  15      -   0.99999279  x   1.00048752  =   1.00048030
 FF0452!UTM  16      -   0.99999279  x   1.00055427  =   1.00054705
 FF0452
 FF0452:                Primary Azimuth Mark                     Grid Az
 FF0452:SPC TN       -  EXCHANGE                                 161 43 56.5
 FF0452:SPC AR N     -  EXCHANGE                                 158 13 35.8
 FF0452:UTM  15      -  EXCHANGE                                 157 39 42.7
 FF0452:UTM  16      -  EXCHANGE                                 161 07 06.2
 FF0452
 FF0452|---------------------------------------------------------------------|
 FF0452| PID    Reference Object                     Distance      Geod. Az  |
 FF0452|                                                           dddmmss.s |
 FF0452| FF1998 EXCHANGE                            APPROX. 0.7 KM 1592131.6 |
 FF0452| FF0454 FRONT RM 1                           16.965 METERS 16849     |
 FF0452| FF0453 FRONT RM 2                            8.277 METERS 28619     |
 FF0452|---------------------------------------------------------------------|
 FF0452
 FF0452                          SUPERSEDED SURVEY CONTROL
 FF0452
 FF0452  NAD 83(1995)-  35 09 03.38945(N)    090 03 15.68391(W) AD(       ) 3
 FF0452  NAD 83(1995)-  35 09 03.39303(N)    090 03 15.68348(W) AD(       ) 3
 FF0452  NAD 83(1986)-  35 09 03.39747(N)    090 03 15.68555(W) AD(       ) 3
 FF0452  NAD 27      -  35 09 03.07250(N)    090 03 15.35430(W) AD(       ) 3
 FF0452  NGVD 29 (??/??/??)   73.204  (m)          240.17   (f) ADJUSTED    1 1
 FF0452
 FF0452.Superseded values are not recommended for survey control.
 FF0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0452.See file dsdata.txt to determine how the superseded data were derived.
 FF0452
 FF0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6834093755(NAD 83)
 FF0452_MARKER: DS = TRIANGULATION STATION DISK
 FF0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0452_SP_SET: FLOOD WALL
 FF0452_STAMPING: FRONT 1959
 FF0452_MARK LOGO: CGS   
 FF0452_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0452+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0452
 FF0452  HISTORY     - Date     Condition        Report By
 FF0452  HISTORY     - 1959     MONUMENTED       CGS
 FF0452  HISTORY     - 1965     GOOD             USE
 FF0452  HISTORY     - 1974     GOOD             NGS
 FF0452  HISTORY     - 1974     GOOD             NGS
 FF0452  HISTORY     - 1976     GOOD             NGS
 FF0452  HISTORY     - 19950610 GOOD             TN1620
 FF0452  HISTORY     - 20001128 GOOD             USE
 FF0452
 FF0452                          STATION DESCRIPTION
 FF0452
 FF0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0452'THE STATION IS LOCATED IN THE WEST EDGE OF MEMPHIS, ON THE
 FF0452'EAST BANK OF THE WOLF RIVER AND IN THE NORTHWEST CORNER
 FF0452'OF A CITY PARKING LOT.  IT IS A STANDARD TRAVERSE DISK SET
 FF0452'IN A DRILL HOLE IN THE SOUTHEAST END OF A CONCRETE FLOOD
 FF0452'WALL AND IS STAMPED FRONT 1959.
 FF0452'
 FF0452'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE CURBING
 FF0452'ON THE WEST SIDE OF THE PARKING LOT AND IS STAMPED FRONT
 FF0452'NO 1 1959.
 FF0452'
 FF0452'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE CONCRETE
 FF0452'FLOOD WALL, 6 FEET EAST OF THE WEST END OF THE FLOOD WALL
 FF0452'AND IS STAMPED FRONT NO 2 1959.
 FF0452'
 FF0452'TO REACH FROM THE INTERSECTION OF FRONT STREET AND POPLAR
 FF0452'AVENUE IN DOWNTOWN MEMPHIS, GO WEST ON POPLAR AVENUE FOR
 FF0452'0.1 MILE TO THE MEMPHIS CITY PARKING LOT ON THE LEFT, GO
 FF0452'THROUGH GATE OF PARKING LOT AND CONTINUE WEST ABOUT 0.05
 FF0452'MILE TO THE NORTHWEST CORNER OF THE LOT AND THE STATION AS
 FF0452'DESCRIBED.
 FF0452'
 FF0452'THE FIRST METHODIST CHURCH SPIRE MAY BE USED AS AN AZIMUTH
 FF0452'MARK.
 FF0452
 FF0452                          STATION RECOVERY (1965)
 FF0452
 FF0452'RECOVERY NOTE BY US ENGINEERS 1965
 FF0452'MARKS APPEAR TO BE IN GOOD CONDITION.  HOWEVER, SURVEYS IN
 FF0452'THIS AREA INDICATE THE FLOODWALL IS SUBSIDING.
 FF0452
 FF0452                          STATION RECOVERY (1974)
 FF0452
 FF0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0452'THE STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION AND LEVELED
 FF0452'OVER IN 1974.
 FF0452'
 FF0452'TO REACH FROM THE POST OFFICE, GO 0.3 MILE NORTH ALONG FRONT
 FF0452'STREET, THENCE 0.15 MILE WEST ALONG POPLAR AVENUE, ON THE EAST
 FF0452'BANK OF WOLF RIVER.
 FF0452'
 FF0452'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 FF0452'FRONT.  AT THE NORTHWEST CORNER OF A PARKING LOT, 29-1/2 FEET
 FF0452'WEST OF THE CURB OF A LARGE PARKING LOT, 63 FEET WEST-SOUTHWEST OF
 FF0452'A LIGHT POLE, IN THE TOP OF A CONCRETE POST.
 FF0452'
 FF0452'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED FRONT NO 2
 FF0452'1959.  27.2 FEET WEST OF THE STATION, SET IN THE TOP OF AN
 FF0452'EAST-WEST CONCRETE FLOODWALL.
 FF0452'
 FF0452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF0452'AT MEMPHIS.
 FF0452
 FF0452                          STATION RECOVERY (1974)
 FF0452
 FF0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0452'AT MEMPHIS.
 FF0452'AT MEMPHIS, 0.3 MILE NORTH ALONG NORTH FRONT STREET FROM THE
 FF0452'COURTHOUSE-CUSTOMHOUSE-POST OFFICE BUILDING, THENCE 0.15 MILE
 FF0452'WEST ALONG POPLAR AVENUE, ON THE EAST BANK OF WOLF RIVER, 29 1/2
 FF0452'FEET WEST OF THE WEST CURB LINE OF A VERY LARGE PARKING LOT,
 FF0452'63 FEET WEST-SOUTHWEST OF A LIGHT POLE AT THE NORTHWEST CORNER
 FF0452'OF PARKING LOT, 31.5 FEET EAST OF A 90-DEGREE ANGLE TURN IN A
 FF0452'CONCRETE FLOOD WALL, SET IN TOP OF EAST-WEST CONCRETE FLOOD
 FF0452'WALL, AND 10-INCHES ABOVE GROUND.
 FF0452
 FF0452                          STATION RECOVERY (1976)
 FF0452
 FF0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0452'RECOVERED IN GOOD CONDITION.
 FF0452
 FF0452                          STATION RECOVERY (1995)
 FF0452
 FF0452'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF0452'RECOVERED IN GOOD CONDITION.
 FF0452
 FF0452                          STATION RECOVERY (2000)
 FF0452
 FF0452'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0454 ***********************************************************************
 FF0454  DESIGNATION -  FRONT RM 1
 FF0454  PID         -  FF0454
 FF0454  STATE/COUNTY-  TN/SHELBY
 FF0454  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0454
 FF0454                         *CURRENT SURVEY CONTROL
 FF0454  ___________________________________________________________________
 FF0454* NAD 83(1986)-  35 09 03.     (N)    090 03 15.     (W)     SCALED    
 FF0454* NAVD 88     -        73.529  (meters)     241.24   (feet)  ADJUSTED  
 FF0454  ___________________________________________________________________
 FF0454  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0454  DYNAMIC HT  -          73.462 (meters)     241.02  (feet)  COMP
 FF0454  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FF0454
 FF0454  VERT ORDER  -  FIRST     CLASS I
 FF0454
 FF0454.The horizontal coordinates were scaled from a topographic map and have
 FF0454.an estimated accuracy of +/- 6 seconds.
 FF0454
 FF0454.The orthometric height was determined by differential leveling
 FF0454.and adjusted by the National Geodetic Survey in June 1991..
 FF0454.WARNING-Repeat measurements at this control monument indicate possible
 FF0454.vertical movement.
 FF0454
 FF0454.The geoid height was determined by GEOID03.
 FF0454
 FF0454.The dynamic height is computed by dividing the NAVD 88
 FF0454.geopotential number by the normal gravity value computed on the
 FF0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0454.degrees latitude (g = 980.6199 gals.).
 FF0454
 FF0454.The modeled gravity was interpolated from observed gravity values.
 FF0454
 FF0454;                    North         East    Units  Estimated Accuracy
 FF0454;SPC TN       -    98,350.      230,680.      MT  (+/- 180 meters Scaled)
 FF0454
 FF0454                          SUPERSEDED SURVEY CONTROL
 FF0454
 FF0454  NGVD 29 (??/??/??)   73.490  (m)          241.11   (f) ADJUSTED    1 1
 FF0454
 FF0454.Superseded values are not recommended for survey control.
 FF0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0454.See file dsdata.txt to determine how the superseded data were derived.
 FF0454
 FF0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683937(NAD 83)
 FF0454_MARKER: DR = REFERENCE MARK DISK
 FF0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0454_SP_SET: CURB
 FF0454_STAMPING: FRONT NO 1 1959
 FF0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0454
 FF0454  HISTORY     - Date     Condition        Report By
 FF0454  HISTORY     - 1959     MONUMENTED       CGS
 FF0454  HISTORY     - 1974     GOOD             NGS
 FF0454  HISTORY     - 1976     GOOD             NGS
 FF0454  HISTORY     - 19950610 MARK NOT FOUND   TN1620
 FF0454
 FF0454                          STATION DESCRIPTION
 FF0454
 FF0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0454'AT MEMPHIS.
 FF0454'AT MEMPHIS, 0.3 MILE NORTH ALONG NORTH FRONT STREET FROM THE
 FF0454'COURTHOUSE-CUSTOMHOUSE-POST OFFICE BUILDING, THENCE 0.15 MILE
 FF0454'WEST ALONG POPLAR AVENUE, TO THE WEST SIDE OF A VERY LARGE PARKING
 FF0454'AREA AND ON THE EAST BANK OF WOLF RIVER, 75 FEET SOUTH-SOUTHWEST
 FF0454'OF A LIGHT POLE, 55.6 FEET SOUTHEAST OF FRONT TRIANGULATION
 FF0454'STATION, SET IN THE TOP OF CONCRETE CURBING ON THE WEST SIDE
 FF0454'OF PARKING LOT, (CURBING CRACKED IN PLACES), 6-INCHES ABOVE
 FF0454'ASPHALT.
 FF0454
 FF0454                          STATION RECOVERY (1976)
 FF0454
 FF0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0454'RECOVERED IN GOOD CONDITION.
 FF0454
 FF0454                          STATION RECOVERY (1995)
 FF0454
 FF0454'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0453 ***********************************************************************
 FF0453  DESIGNATION -  FRONT RM 2
 FF0453  PID         -  FF0453
 FF0453  STATE/COUNTY-  TN/SHELBY
 FF0453  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0453
 FF0453                         *CURRENT SURVEY CONTROL
 FF0453  ___________________________________________________________________
 FF0453* NAD 83(1986)-  35 09 03.     (N)    090 03 15.     (W)     SCALED    
 FF0453* NAVD 88     -        73.362  (meters)     240.69   (feet)  ADJUSTED  
 FF0453  ___________________________________________________________________
 FF0453  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0453  DYNAMIC HT  -          73.295 (meters)     240.47  (feet)  COMP
 FF0453  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FF0453
 FF0453  VERT ORDER  -  FIRST     CLASS I
 FF0453
 FF0453.The horizontal coordinates were scaled from a topographic map and have
 FF0453.an estimated accuracy of +/- 6 seconds.
 FF0453
 FF0453.The orthometric height was determined by differential leveling
 FF0453.and adjusted by the National Geodetic Survey in June 1991..
 FF0453.WARNING-Repeat measurements at this control monument indicate possible
 FF0453.vertical movement.
 FF0453
 FF0453.The geoid height was determined by GEOID03.
 FF0453
 FF0453.The dynamic height is computed by dividing the NAVD 88
 FF0453.geopotential number by the normal gravity value computed on the
 FF0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0453.degrees latitude (g = 980.6199 gals.).
 FF0453
 FF0453.The modeled gravity was interpolated from observed gravity values.
 FF0453
 FF0453;                    North         East    Units  Estimated Accuracy
 FF0453;SPC TN       -    98,350.      230,680.      MT  (+/- 180 meters Scaled)
 FF0453
 FF0453                          SUPERSEDED SURVEY CONTROL
 FF0453
 FF0453  NGVD 29 (??/??/??)   73.323  (m)          240.56   (f) ADJUSTED    1 1
 FF0453
 FF0453.Superseded values are not recommended for survey control.
 FF0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0453.See file dsdata.txt to determine how the superseded data were derived.
 FF0453
 FF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683937(NAD 83)
 FF0453_MARKER: DR = REFERENCE MARK DISK
 FF0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0453_SP_SET: FLOOD WALL
 FF0453_STAMPING: FRONT NO 2 1959
 FF0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0453+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0453
 FF0453  HISTORY     - Date     Condition        Report By
 FF0453  HISTORY     - 1959     MONUMENTED       CGS
 FF0453  HISTORY     - 1974     GOOD             NGS
 FF0453  HISTORY     - 1976     GOOD             NGS
 FF0453  HISTORY     - 19950610 GOOD             TN1620
 FF0453  HISTORY     - 20021022 GOOD             USACE
 FF0453
 FF0453                          STATION DESCRIPTION
 FF0453
 FF0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0453'AT MEMPHIS.
 FF0453'AT MEMPHIS, 0.3 MILE NORTH ALONG NORTH FRONT STREET FROM THE
 FF0453'COURTHOUSE-CUSTOMHOUSE-POST OFFICE BUILDING, THENCE 0.15 MILE
 FF0453'WEST ALONG POPLAR AVENUE, ON THE EAST BANK OF WOLF RIVER, SET IN
 FF0453'THE TOP OF AN EAST-WEST CONCRETE FLOODWALL, 4.4 FEET EAST OF A
 FF0453'90 DEGREE ANGLE TURN IN FLOOD WALL, 27.2 FEET WEST OF FRONT
 FF0453'1959 TRIANGULATION STATION AND 3 FEET ABOVE GROUND.  NOTE--DISK
 FF0453'BATTERED BUT SOLID.
 FF0453
 FF0453                          STATION RECOVERY (1976)
 FF0453
 FF0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0453'RECOVERED IN GOOD CONDITION.
 FF0453
 FF0453                          STATION RECOVERY (1995)
 FF0453
 FF0453'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FF0453'RECOVERED IN GOOD CONDITION.
 FF0453
 FF0453                          STATION RECOVERY (2002)
 FF0453
 FF0453'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3529 ***********************************************************************
 GA3529  DESIGNATION -  FUGATE
 GA3529  PID         -  GA3529
 GA3529  STATE/COUNTY-  TN/CLAIBORNE
 GA3529  USGS QUAD   -  TAZEWELL (1971)
 GA3529
 GA3529                         *CURRENT SURVEY CONTROL
 GA3529  ___________________________________________________________________
 GA3529* NAD 83(1995)-  36 26 41.10633(N)    083 33 08.13665(W)     ADJUSTED  
 GA3529* NAVD 88     -       535.3    (meters)    1756.     (feet)  VERTCON   
 GA3529  ___________________________________________________________________
 GA3529  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GA3529  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA3529
 GA3529  HORZ ORDER  -  SECOND
 GA3529
 GA3529.The horizontal coordinates were established by classical geodetic methods
 GA3529.and adjusted by the National Geodetic Survey in April 1999..
 GA3529
 GA3529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3529
 GA3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3529
 GA3529.The geoid height was determined by GEOID03.
 GA3529
 GA3529;                    North         East     Units Scale Factor Converg.
 GA3529;SPC TN       -   237,009.379   819,429.636   MT  1.00000510   +1 25 58.8
 GA3529;SPC TN       -   777,588.27  2,688,412.06   sFT  1.00000510   +1 25 58.8
 GA3529;UTM  17      - 4,036,307.556   271,246.937   MT  1.00024476   -1 31 00.6
 GA3529
 GA3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3529!SPC TN       -   0.99992083  x   1.00000510  =   0.99992593
 GA3529!UTM  17      -   0.99992083  x   1.00024476  =   1.00016557
 GA3529
 GA3529|---------------------------------------------------------------------|
 GA3529| PID    Reference Object                     Distance      Geod. Az  |
 GA3529|                                                           dddmmss.s |
 GA3529| DB9397 FUGATE RM 1                           5.225 METERS 03503     |
 GA3529| DB9398 FUGATE RM 2                           4.957 METERS 21737     |
 GA3529| DB9396 FUGATE AZ MK                                       3014829.8 |
 GA3529|---------------------------------------------------------------------|
 GA3529
 GA3529                          SUPERSEDED SURVEY CONTROL
 GA3529
 GA3529  NAD 83(1995)-  36 26 41.10920(N)    083 33 08.13873(W) AD(       ) 2
 GA3529  NAD 83(1995)-  36 26 41.10813(N)    083 33 08.13067(W) AD(       ) 2
 GA3529  NAD 83(1995)-  36 26 41.11499(N)    083 33 08.13781(W) AD(       ) 2
 GA3529  NAD 83(1986)-  36 26 41.11689(N)    083 33 08.13742(W) AD(       ) 2
 GA3529  NAD 27      -  36 26 40.81549(N)    083 33 08.47734(W) AD(       ) 2
 GA3529  NGVD 29 (07/19/86)  535.4    (m)         1757.     (f) VERT ANG       
 GA3529
 GA3529.Superseded values are not recommended for survey control.
 GA3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3529.See file dsdata.txt to determine how the superseded data were derived.
 GA3529
 GA3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7124736308(NAD 83)
 GA3529_MARKER: DD = SURVEY DISK
 GA3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3529
 GA3529  HISTORY     - Date     Condition        Report By
 GA3529  HISTORY     - 1963     MONUMENTED       TNHD
 GA3529
 GA3529                          STATION DESCRIPTION
 GA3529
 GA3529'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3529'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF TAZEWELL.
 GA3529'
 GA3529'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3529'ROUTE 33, GO 0.1 MILE
 GA3529'SOUTHEAST ON U.S.  HIGHWAY 25E TO A PAVED ROAD ON THE
 GA3529'LEFT, TURN LEFT AND GO 0.3 MILE
 GA3529'EASTERLY ON THE PAVED ROAD TO THE END
 GA3529'OF THE PAVEMENT AND THE BEGINNING OF A GRAVELED
 GA3529'ROAD.  CONTINUE
 GA3529'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH
 GA3529'MARK ON THE
 GA3529'RIGHT.  FROM THE AZIMUTH, CONTINUE STRAIGHT AHEAD ON THE
 GA3529'GRAVELED ROAD FOR 1.10
 GA3529'MILES SOUTHEASTERLY TO A WOODEN GATE AND A
 GA3529'FARM ROAD ON THE LEFT.  TURN LEFT AND GO
 GA3529'0.15 MILE NORTHEASTERLY TO A
 GA3529'TRACK ROAD ON THE LEFT, TURN LEFT AND GO 0.2 MILE TO THE
 GA3529'MOST
 GA3529'NORTHERLY OF TWO KNOLLS AND THE STATION ON THE TOP OF THE KNOLL AS
 GA3529'DESCRIBED.
 GA3529'
 GA3529'THE STATION IS LOCATED ON THE TOP OF A CLEARED KNOLL 18 FEET
 GA3529'SOUTHEAST OF A 15-INCH
 GA3529'ROUND CONCRETE POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA3529'STANDARD TENNESSEE HIGHWAY
 GA3529'DEPARTMENT DISKS AND STAMPED FUGATE 1963.
 GA3529'THE UNDERGROUND MARK IS ABOUT 30-INCHES BELOW
 GA3529'THE SURFACE.  THE
 GA3529'SURFACE DISK IS SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, 2
 GA3529'INCHES BELOW THE
 GA3529'SURFACE.
 GA3529'
 GA3529'REFERENCE MARK NO. 1 IS 18 FEET EAST OF A 15-INCH ROUND CONCRETE
 GA3529'POST.  IT IS A STANDARD
 GA3529'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3529'SQUARE CONCRETE MONUMENT, 1 INCH
 GA3529'BELOW THE SURFACE, AND THE DISK IS
 GA3529'STAMPED FUGATE RM-1 1963.
 GA3529'
 GA3529'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF A 15-INCH ROUND CONCRETE
 GA3529'POST.  IT IS A STANDARD
 GA3529'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3529'SQUARE CONCRETE MONUMENT, 1-INCH
 GA3529'BELOW THE SURFACE, AND THE DISK IS
 GA3529'STAMPED FUGATE RM-2 1963.
 GA3529'
 GA3529'THE AZIMUTH MARK IS 15 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GA3529'GRAVELED ROAD, 15 FEET
 GA3529'EAST OF THE APPROXIMATE CENTER OF A WOODEN GATE, 5.6
 GA3529'FEET NORTHWEST OF A WITNESS POST
 GA3529'AND 2 FEET NORTH OF A WIRE FENCE.
 GA3529'IT IS A STANDARD TENNESSEE HIGHWAY DISK SET IN A
 GA3529'10-INCH SQUARE,
 GA3529'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FUGATE AZI 1963.
 GA3529'
 GA3529'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3529'
 GA3529'THE STATION IS LOCATED ON THE PROPERTY OF BOYD FUGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1890 ***********************************************************************
 FC1890  DESIGNATION -  FULLER RESET
 FC1890  PID         -  FC1890
 FC1890  STATE/COUNTY-  TN/MARION
 FC1890  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1890
 FC1890                         *CURRENT SURVEY CONTROL
 FC1890  ___________________________________________________________________
 FC1890* NAD 83(1995)-  35 04 38.77718(N)    085 39 40.89467(W)     ADJUSTED  
 FC1890* NAVD 88     -       602.7    (meters)    1977.     (feet)  VERTCON   
 FC1890  ___________________________________________________________________
 FC1890  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FC1890  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 FC1890
 FC1890  HORZ ORDER  -  SECOND
 FC1890
 FC1890.The horizontal coordinates were established by classical geodetic methods
 FC1890.and adjusted by the National Geodetic Survey in April 1999..
 FC1890
 FC1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1890
 FC1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1890
 FC1890.The geoid height was determined by GEOID03.
 FC1890
 FC1890;                    North         East     Units Scale Factor Converg.
 FC1890;SPC TN       -    82,613.025   630,885.724   MT  1.00003493   +0 11 53.7
 FC1890;SPC TN       -   271,039.57  2,069,830.91   sFT  1.00003493   +0 11 53.7
 FC1890;UTM  16      - 3,882,450.109   622,041.758   MT  0.99978356   +0 46 09.8
 FC1890
 FC1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1890!SPC TN       -   0.99990995  x   1.00003493  =   0.99994488
 FC1890!UTM  16      -   0.99990995  x   0.99978356  =   0.99969353
 FC1890
 FC1890|---------------------------------------------------------------------|
 FC1890| PID    Reference Object                     Distance      Geod. Az  |
 FC1890|                                                           dddmmss.s |
 FC1890| CG5838 FULLER RM 3                          17.009 METERS 02628     |
 FC1890| CG5835 AIRWAY BEACON 13 B                                 0422340.8 |
 FC1890| CG5836 FULLER RM 1                          24.995 METERS 15833     |
 FC1890| FC1897 HOLLY                               APPROX.19.5 KM 2470148.6 |
 FC1890| CG5837 FULLER RM 2                          20.071 METERS 26034     |
 FC1890|---------------------------------------------------------------------|
 FC1890
 FC1890                          SUPERSEDED SURVEY CONTROL
 FC1890
 FC1890  NAD 83(1995)-  35 04 38.77773(N)    085 39 40.89455(W) AD(       ) 2
 FC1890  NAD 83(1995)-  35 04 38.77804(N)    085 39 40.89563(W) AD(       ) 2
 FC1890  NAD 83(1995)-  35 04 38.77996(N)    085 39 40.89293(W) AD(       ) 2
 FC1890  NAD 83(1986)-  35 04 38.78020(N)    085 39 40.89292(W) AD(       ) 2
 FC1890  NAD 27      -  35 04 38.49700(N)    085 39 41.01100(W) AD(       ) 2
 FC1890  NGVD 29 (07/19/86)  602.7    (m)         1977.     (f) VERT ANG       
 FC1890
 FC1890.Superseded values are not recommended for survey control.
 FC1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1890.See file dsdata.txt to determine how the superseded data were derived.
 FC1890
 FC1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2204282450(NAD 83)
 FC1890_MARKER: DS = TRIANGULATION STATION DISK
 FC1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1890
 FC1890  HISTORY     - Date     Condition        Report By
 FC1890  HISTORY     - 1934     MONUMENTED       CGS
 FC1890  HISTORY     - 1962     GOOD             CGS
 FC1890  HISTORY     - 1979     GOOD             NGS
 FC1890
 FC1890                          STATION DESCRIPTION
 FC1890
 FC1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1890'ABOUT 5-1/4 MILES NORTH-NORTHEAST OF SOUTH PITTSBURG, 2-1/2 MILES
 FC1890'WEST BY SOUTH OF JASPER, AND ON HIGHEST POINT OF FULLERTONS
 FC1890'BLUFF ON THE CUMBERLAND PLATEAU.  TO REACH FROM JASPER, FOLLOW STATE
 FC1890'ROUTE 27 NORTHEAST 0.7 MILE TO SIGN JASPER CITY LIMIT ON LEFT,
 FC1890'TURN LEFT ONTO DIM LANE AND GO 0.45 MILE TO ITS END, PASS THROUGH
 FC1890'GATE, TURN LEFT AND GO 0.1 MILE, BEAR RIGHT ON ROCKY ROAD THROUGH
 FC1890'WOODS UP MOUNTAIN ABOUT 1/2 MILE TO HOME OF MR. CASH, PASS AROUND
 FC1890'LEFT SIDE OF MR. CASHS HOUSE AND GO 1/4 MILE TO ROAD FORKS WITH
 FC1890'TRIANGLE-BLAZED TREE AHEAD, FOLLOW RIGHT FORK 1/2 MILE TO DIM ROAD TO
 FC1890'RIGHT, TURN RIGHT AND GO 1-1/2 MILES ON BLAZED MOUNTAIN ROAD WHICH
 FC1890'FOLLOWS GENERAL DIRECTION OF BLUFF TO VERY LARGE TREE WITH TWO
 FC1890'TRIANGULAR BLAZES (JUST PAST WHAT IS KNOWN LOCALLY AS LOOKOUT), TURN
 FC1890'RIGHT ONTO DIM WOODS ROAD AND GO ABOUT 1/4 MILE TO HIGHEST POINT
 FC1890'AND STATION SITE.  STATION IS 7 YARDS NORTH-NORTHWEST OF
 FC1890'TRIANGLE-BLAZED 6-INCH OAK, 6 YARDS WEST OF TRIANGLE-BLAZED 10-INCH
 FC1890'OAK, 5 YARDS EAST-SOUTHEAST OF TRIANGLE-BLAZED 9-INCH OAK, AND 5
 FC1890'YARDS SOUTH OF TRIANGLE-BLAZED 8-INCH OAK.  SURFACE AND
 FC1890'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1890'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FC1890'CONCRETE.  NO. 1 IS 31 FEET SOUTHEAST OF 14-INCH OAK, 26
 FC1890'FEET SOUTH-SOUTHWEST OF 10-INCH OAK, AND 82.00 FEET FROM STATION
 FC1890'NO. 2 IS 24 FEET
 FC1890'WEST-NORTHWEST OF 10-INCH OAK, 22.6 FEET NORTH-NORTHWEST OF 6-INCH
 FC1890'OAK, AND 65.86 FEET FROM STATION. AIRWAY
 FC1890'BEACON NO. 13B IS ON SOUTH EDGE OF BLUFF, ON FIRST RIDGE NORTH OF
 FC1890'STATION, AND ABOUT 3 MILES DISTANT N 42 DEG 24 MIN E.
 FC1890
 FC1890                          STATION RECOVERY (1962)
 FC1890
 FC1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1890'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 FC1890'FOUND IN GOOD CONDITION.  AIRWAY BEACON NO. 13B WHICH WAS USED AS
 FC1890'AN AZIMUTH IN 1934 HAD BEEN DESTROYED AND NO SUITABLE PLACE COULD BE
 FC1890'FOUND FOR AN AZIMUTH MARK.
 FC1890'
 FC1890'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS-
 FC1890'
 FC1890'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF SOUTH PITTSBURG, 3
 FC1890'MILES SOUTH WEST OF JASPER AND ON THE HIGHEST POINT OF
 FC1890'FULLERTONS BLUFF ON CUMBERLAND PLATEAU.
 FC1890'
 FC1890'TO REACH THE STATION FROM THE COURTHOUSE IN JASPER, GO NORTHEAST ON
 FC1890'STATE ROUTE 27 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTE 150,
 FC1890'TURN LEFT ON STATE ROUTE 150 AND GO 4.3 MILES TO THE TOP OF THE HILL
 FC1890'AND A CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO 0.65 MILE TO
 FC1890'A SIDE ROAD ON THE LEFT, TURN LEFT AND GO 0.45 MILE TO A GATE, PASS
 FC1890'THROUGH THE GATE AND FOLLOW MAIN ROAD FOR 0.5 MILE TO A GATE,
 FC1890'PASS THROUGH THE GATE AND GO 2.45 MILES TO A FORK, KEEP LEFT AND GO
 FC1890'1.85 MILES TO A SIDE ROAD ON THE LEFT AND A SAW MILL, CONTINUE ON
 FC1890'MAIN ROAD FOR 0.7 MILE TO A FORK, KEEP LEFT AND GO 1.4 MILE TO
 FC1890'THE STATION ON THE RIGHT.
 FC1890'
 FC1890'THE STATION IS 20 FEET WEST OF AN X BLAZED OAK TREE, 20 FEET
 FC1890'SOUTHWEST OF THE APPROXIMATE CENTER OF A WOODS ROAD AND 2.1 FEET
 FC1890'EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN A ROUND
 FC1890'CONCRETE MONUMENT, PROJECTING 5 INCHES, AND IS STAMPED FULLER 1934.
 FC1890'
 FC1890'REFERENCE MARK NO. 1 IS 65 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC1890'OF A WOODS ROAD.  IT IS A STANDARD DISK SET IN A ROUND CONCRETE
 FC1890'MONUMENT, PROJECTING 4 INCHES, AND IS STAMPED FULLER NO 1 1934.
 FC1890'
 FC1890'REFERENCE MARK NO. 2 IS 70 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC1890'OF A WOODS ROAD.  IT IS A STANDARD DISK SET IN A ROUND CONCRETE
 FC1890'MONUMENT, PROJECTING 3 INCHES, AND IS STAMPED FULLER NO 2 1934.
 FC1890
 FC1890                          STATION RECOVERY (1979)
 FC1890
 FC1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1890'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 FC1890'THE STATION MONUMENT APPEARED TO HAVE BEEN HIT AND WAS
 FC1890'LEANING.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD
 FC1890'CONDITION.  A NEW SURFACE MARK WAS SET HOLDING THE
 FC1890'UNDERGROUND POINT.  REFERENCE MARK 1 WAS RECOVERED IN GOOD
 FC1890'CONDITION, HOWEVER THE DISTANCE WAS NOTED
 FC1890'AND VERIFIED TO BE 0.020 METER LONGER.  REFERENCE MARK 2
 FC1890'WAS RECOVERED WITH THE MONUMENT BROKEN OFF AND
 FC1890'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 FC1890'FOLLOWING IS A COMPLETE DESCRIPTION.
 FC1890'
 FC1890'THE STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST
 FC1890'OF JASPER, 5-1/2 MILES NORTHEAST OF SOUTH PITTSBURG, AND
 FC1890'ON PROPERTY OF HIWASSEE LAND COMPANY, SCOTTSBURG, AL 35768.
 FC1890'TELEPHONE NUMBER 205-574-2560.
 FC1890'
 FC1890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FC1890'41, 64, 72 AND STATE HIGHWAY 27 IN JASPER, GO NORTH
 FC1890'ON STATE HIGHWAY 27 FOR 1.15 MILES TO THE JUNCTION OF
 FC1890'STATE HIGHWAY 150 ON THE LEFT.  TURN LEFT AND GO NORTHERLY
 FC1890'ON STATE HIGHWAY 150 FOR 4.35 MILES TO A PAVED SIDE ROAD
 FC1890'ON THE RIGHT.  CONTINUE NORTHERLY ON STATE HIGHWAY 150
 FC1890'FOR 0.6 MILE TO A GRAVELED ROAD ON THE LEFT, AND SIGN
 FC1890'PRIVATE ROAD.  TURN LEFT AND GO SOUTHWESTERLY ON THE
 FC1890'GRAVELED ROAD FOR 1.6 MILES TO A GATE.  PASS THROUGH
 FC1890'THE GATE AND CONTINUE FOR 0.5 MILE TO A LOCKED PIPE GATE.
 FC1890'PASS THROUGH THE GATE AND CONTINUE FOR 1.3 MILES TO A
 FC1890'FORK.  KEEP LEFT FORK AND CONTINUE SOUTHERLY FOR
 FC1890'1.95 MILES TO A FORK.  KEEP LEFT FORK AND CONTINUE
 FC1890'SOUTHERLY FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT.
 FC1890'TURN LEFT AND GO SOUTHEASTERLY FOR 1.3 MILES TO A FORK.
 FC1890'TAKE THE RIGHT FORK UPHILL FOR 0.15 MILE TO THE STATION
 FC1890'IN THE SOUTHEAST ANGLE OF A T-INTERSECTION OF DIM ROADS.
 FC1890'
 FC1890'THE STATION IS A STANDARD NGS DISK
 FC1890'STAMPED---FULLER 1934 1979---,
 FC1890'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 45 CM IN DIAMETER
 FC1890'RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED
 FC1890'43 FEET WEST-SOUTHWEST FROM THE JUNCTION OF TWO DIM TRACK ROADS,
 FC1890'24.6 FEET NORTH FROM A TRIANGULAR BLAZED 24-INCH TREE, AND
 FC1890'7.9 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN.
 FC1890'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 FC1890'STAMPED---FULLER 1934---, SET INTO AN IRREGULAR MASS
 FC1890'OF CONCRETE 1 METER BELOW THE SURFACE.
 FC1890'
 FC1890'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 FC1890'STAMPED---FULLER NO 1 1934---,
 FC1890'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1890'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1890'83 FEET SOUTH FROM THE CENTER OF A DIRT ROAD,
 FC1890'68.5 FEET EAST-SOUTHEAST FROM THE TRIANGULAR BLAZED TREE, AND
 FC1890'4 FEET NORTH-NORTHEAST FROM A BLAZED 6-INCH TREE.
 FC1890'MARK IS LEVEL WITH STATION.
 FC1890'
 FC1890'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 FC1890'STAMPED---FULLER 1934 NO 3 1979---,
 FC1890'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FC1890'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 FC1890'48.5 FEET NORTH-NORTHWEST FROM A METAL WITNESS POST WITH SIGN,
 FC1890'38 FEET NORTHWEST FROM THE JUNCTION OF THE DIM ROADS, AND
 FC1890'2.2 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST WITH SIGN.
 FC1890'MARK IS LEVEL WITH STATION.
 FC1890'
 FC1890'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND BRUSH
 FC1890'ON LINE.
 FC1890'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 21.4 METERS.
 FC1890'LIGHT WAS SHOWN FROM THE TOP OF A G-MAST.
 FC1890'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0456 ***********************************************************************
 GD0456  DESIGNATION -  FULTON
 GD0456  PID         -  GD0456
 GD0456  STATE/COUNTY-  TN/OBION
 GD0456  USGS QUAD   -  CRUTCHFIELD (1969)
 GD0456
 GD0456                         *CURRENT SURVEY CONTROL
 GD0456  ___________________________________________________________________
 GD0456* NAD 83(1995)-  36 30 08.35411(N)    088 52 38.78565(W)     ADJUSTED  
 GD0456* NAVD 88     -       108.391  (meters)     355.61   (feet)  ADJUSTED  
 GD0456  ___________________________________________________________________
 GD0456  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GD0456  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GD0456  DYNAMIC HT  -         108.305 (meters)     355.33  (feet)  COMP
 GD0456  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 GD0456
 GD0456  HORZ ORDER  -  THIRD
 GD0456  VERT ORDER  -  FIRST     CLASS II
 GD0456
 GD0456.The horizontal coordinates were established by classical geodetic methods
 GD0456.and adjusted by the National Geodetic Survey in April 1999..
 GD0456
 GD0456.The orthometric height was determined by differential leveling
 GD0456.and adjusted by the National Geodetic Survey in June 1991..
 GD0456
 GD0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0456
 GD0456.The geoid height was determined by GEOID03.
 GD0456
 GD0456.The dynamic height is computed by dividing the NAVD 88
 GD0456.geopotential number by the normal gravity value computed on the
 GD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0456.degrees latitude (g = 980.6199 gals.).
 GD0456
 GD0456.The modeled gravity was interpolated from observed gravity values.
 GD0456
 GD0456;                    North         East     Units Scale Factor Converg.
 GD0456;SPC TN       -   244,442.948   342,247.569   MT  1.00001631   -1 41 04.4
 GD0456;SPC TN       -   801,976.57  1,122,857.23   sFT  1.00001631   -1 41 04.4
 GD0456;SPC KY1Z     - 1,023,451.465 1,219,816.862   MT  1.00018958   -1 55 12.5
 GD0456;SPC KY1Z     - 3,357,773.68  4,002,015.82   sFT  1.00018958   -1 55 12.5
 GD0456;SPC KY S     -   523,390.609   219,854.704   MT  1.00004995   -1 53 48.0
 GD0456;SPC KY S     - 1,717,157.36    721,306.64   sFT  1.00004995   -1 53 48.0
 GD0456;UTM  16      - 4,041,304.503   331,861.465   MT  0.99994831   -1 07 01.4
 GD0456
 GD0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0456!SPC TN       -   0.99998740  x   1.00001631  =   1.00000371
 GD0456!SPC KY1Z     -   0.99998740  x   1.00018958  =   1.00017697
 GD0456!SPC KY S     -   0.99998740  x   1.00004995  =   1.00003735
 GD0456!UTM  16      -   0.99998740  x   0.99994831  =   0.99993571
 GD0456
 GD0456|---------------------------------------------------------------------|
 GD0456| PID    Reference Object                     Distance      Geod. Az  |
 GD0456|                                                           dddmmss.s |
 GD0456| GD1548 OBION CO FULTON CO LINE MARKER       12.146 METERS 02944     |
 GD0456| GD0455 FULTON AZ MK                                       0460334.5 |
 GD0456| GD1547 BOUNDARY MON KY TN                   52.426 METERS 07842     |
 GD0456| GD0457 FULTON RM 2                          26.893 METERS 17802     |
 GD0456| CG4077 FULTON RM 1                          45.903 METERS 29848     |
 GD0456| GD1546 FULTON BLACK BRICK CHIMNEY          APPROX. 1.6 KM 3334126.3 |
 GD0456|---------------------------------------------------------------------|
 GD0456
 GD0456                          SUPERSEDED SURVEY CONTROL
 GD0456
 GD0456  NAD 83(1995)-  36 30 08.35434(N)    088 52 38.78582(W) AD(       ) 3
 GD0456  NAD 83(1995)-  36 30 08.36729(N)    088 52 38.78320(W) AD(       ) 3
 GD0456  NAD 83(1986)-  36 30 08.36729(N)    088 52 38.78320(W) AD(       ) 3
 GD0456  NAD 27      -  36 30 08.14900(N)    088 52 38.56700(W) AD(       ) 3
 GD0456  NGVD 29 (??/??/??)  108.364  (m)          355.52   (f) ADJUSTED    1 2
 GD0456
 GD0456.Superseded values are not recommended for survey control.
 GD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0456.See file dsdata.txt to determine how the superseded data were derived.
 GD0456
 GD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3186141305(NAD 83)
 GD0456_MARKER: DS = TRIANGULATION STATION DISK
 GD0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD0456_STAMPING: FULTON 1934
 GD0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0456
 GD0456  HISTORY     - Date     Condition        Report By
 GD0456  HISTORY     - 1934     MONUMENTED       CGS
 GD0456  HISTORY     - 1948     GOOD             CGS
 GD0456  HISTORY     - 1951     SEE DESCRIPTION  CGS
 GD0456  HISTORY     - 1952     SEE DESCRIPTION  USGS
 GD0456  HISTORY     - 1975     MARK NOT FOUND   NGS
 GD0456
 GD0456                          STATION DESCRIPTION
 GD0456
 GD0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD0456'NEAR KENTUCKY-TENNESSEE STATE LINE, IN CITY OF FULTON, 48 FEET EAST
 GD0456'OF LARGE LOCUST TREE, AND 47.0 FEET SOUTH OF CENTER LINE OF MAIN
 GD0456'TRACK OF ILLINOIS CENTRAL RAILROAD.  SURFACE AND UNDERGROUND MARKS
 GD0456'ARE STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 GD0456'MARK NO. 1 IS STANDARD REFERENCE DISK IN WEST END OF SOUTH CONCRETE
 GD0456'RAIL OF HIGHWAY BRIDGE AND 150.6 FEET FROM STATION N 61 DEG 12
 GD0456'MIN W.  NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE.
 GD0456'AT BOARD FENCE LINE AND 88.23 FEET FROM STATION S 1 DEG 58 MIN E.
 GD0456'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CURB AT
 GD0456'NORTHWEST INTERSECTION OF FOURTH AND LAKE STREETS, IN FRONT OF SMITHS
 GD0456'CAFE, ON LINE WITH EAST BUILDING LINE, AND APPROXIMATELY 0.2 MILE
 GD0456'FROM STATION N 46 DEG 04 MIN E.  KENTUCKY-TENNESSEE
 GD0456'BOUNDARY MONUMENT, SEE DESCRIPTION THEREOF, IS 172.7 FEET FROM
 GD0456'STATION N 78 DEG 42 MIN E.   OBION COUNTY, TENN.-FULTON
 GD0456'COUNTY, KY., COUNTY-LINE MARKER, IS 39.85 FEET FROM STATION
 GD0456'N 29 DEG 44 MIN E.
 GD0456
 GD0456                          STATION RECOVERY (1948)
 GD0456
 GD0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GD0456'AT SOUTH FULTON.
 GD0456'AT SOUTH FULTON, TENNESSEE, AT THE INTERSECTION OF STATE LINE
 GD0456'STREET AND THE MEMPHIS LINE OF THE ILLINOIS CENTRAL RAILROAD,
 GD0456'ABOUT 0.3 MILE SOUTHWEST ALONG LAKE STREET (FULTON, KY.) FROM
 GD0456'SMITHS CAFE, 120 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF THE
 GD0456'RR AND STATE LINE STREET, 47.5 FEET SOUTHEAST OF THE SOUTHEAST
 GD0456'RAIL OF THE MAIN TRACK, 40.5 FEET SOUTH-SOUTHWEST OF A COUNTY LINE
 GD0456'MARKER POST (OBION CO. TENNESSEE ON SOUTH SIDE OF POST AND FULTON
 GD0456'CO. KY. OF NORTH SIDE) 44.8 FEET SOUTH OF THE WEST CORNER OF THE
 GD0456'HAY BARN AND SACK STORE ROOM BUILDING OF THE BROWDER MILLING CO.
 GD0456'14 FEET SOUTHEAST OF THE R.R. RIGHT-OF-WAY FENCE, AND IN A
 GD0456'PARKING LOT OF THE MILLINS COMPANY.  NOTE-- ADDITIONAL
 GD0456'CONSTRUCTION ON THE BROWDER MILLING COMPANY BUILDING IS NOW
 GD0456'STARTED AND DESCRIPTION WILL BE OBSOLETE IN PARTS WHEN THE
 GD0456'CONSTRUCTION IS COMPLETED.
 GD0456
 GD0456                          STATION RECOVERY (1951)
 GD0456
 GD0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JAW)
 GD0456'STATIONS SURFACE MARK AND REFERENCE MARK 2 WERE DESTROYED IN THE
 GD0456'PROCESS OF BUILDING THE BROWDER MILLING CO. CORN SHELLING PLANT.
 GD0456'REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 GD0456'THE ORIGINAL DESCRIPTION AND FOUND TO BE IN GOOD CONDITION.
 GD0456'
 GD0456'IT IS BELIEVED THAT THE UNDERGROUND MARK WAS NOT DISTURBED, AS IT WAS
 GD0456'LEARNED THAT THE STATION MARK HAD BEEN BROKEN OFF WHEN THE CONCRETE
 GD0456'DRIVE TO THE PLANT WAS PUT IN.  AN IRON STAKE, WHICH IS FLUSH WITH
 GD0456'THE CONCRETE, IN FRONT OF THE N ENTRANCE TO THE BROWDER MILLING CO.
 GD0456'CORN SHELLING PLANT AND 6 FT. S OF THE S RAIL OF A RAILROAD SIDING,
 GD0456'MARKS THE APPROXIMATE LOCATION OF THE STATION.
 GD0456'
 GD0456'REFERENCE MARK 2 OR ITS LOCATION COULD NOT BE RECOVERED.
 GD0456
 GD0456                          STATION RECOVERY (1952)
 GD0456
 GD0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GD0456'THIS IS THE SURFACE MARKER.  CONSTRUCTION ON THE BROWDER MILL CAUSED
 GD0456'THE MARKER TO BE DESTROYED.
 GD0456
 GD0456                          STATION RECOVERY (1975)
 GD0456
 GD0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GD0456'THE ONLY THING FOUND AT THE SITE WAS AN IRON STAKE SET IN A
 GD0456'CONCRETE DRIVEWAY.  THE PROPERTY OWNER WOULD NOT ALLOW THE
 GD0456'CONCRETE TO BE BROKEN AND A SEARCH MADE FOR THE STATION
 GD0456'MARK.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 GD0456'DESTROYED BY BRIDGE REPAIRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2467 ***********************************************************************
 GA2467  DESIGNATION -  FURGERSON
 GA2467  PID         -  GA2467
 GA2467  STATE/COUNTY-  TN/KNOX
 GA2467  USGS QUAD   -  JOHN SEVIER (1992)
 GA2467
 GA2467                         *CURRENT SURVEY CONTROL
 GA2467  ___________________________________________________________________
 GA2467* NAD 83(1995)-  36 01 25.61839(N)    083 52 18.69339(W)     ADJUSTED  
 GA2467* NAVD 88     -       341.732  (meters)    1121.17   (feet)  ADJUSTED  
 GA2467  ___________________________________________________________________
 GA2467  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GA2467  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2467  DYNAMIC HT  -         341.418 (meters)    1120.14  (feet)  COMP
 GA2467  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GA2467
 GA2467  HORZ ORDER  -  SECOND
 GA2467  VERT ORDER  -  SECOND    CLASS 0
 GA2467
 GA2467.The horizontal coordinates were established by classical geodetic methods
 GA2467.and adjusted by the National Geodetic Survey in April 1999..
 GA2467
 GA2467.The orthometric height was determined by differential leveling
 GA2467.and adjusted by the National Geodetic Survey in June 1991..
 GA2467
 GA2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2467
 GA2467.The geoid height was determined by GEOID03.
 GA2467
 GA2467.The dynamic height is computed by dividing the NAVD 88
 GA2467.geopotential number by the normal gravity value computed on the
 GA2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2467.degrees latitude (g = 980.6199 gals.).
 GA2467
 GA2467.The modeled gravity was interpolated from observed gravity values.
 GA2467
 GA2467;                    North         East     Units Scale Factor Converg.
 GA2467;SPC TN       -   189,639.674   791,799.420   MT  0.99995386   +1 14 45.2
 GA2467;SPC TN       -   622,176.16  2,597,761.93   sFT  0.99995386   +1 14 45.2
 GA2467;UTM  17      - 3,990,402.572   241,210.207   MT  1.00042530   -1 41 23.8
 GA2467
 GA2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2467!SPC TN       -   0.99995119  x   0.99995386  =   0.99990506
 GA2467!UTM  17      -   0.99995119  x   1.00042530  =   1.00037647
 GA2467
 GA2467|---------------------------------------------------------------------|
 GA2467| PID    Reference Object                     Distance      Geod. Az  |
 GA2467|                                                           dddmmss.s |
 GA2467| GA2468 FURGERSON RM 2                       25.602 METERS 10336     |
 GA2467| DB9405 FURGERSON AZ MK                                    1852831.4 |
 GA2467| FB2652 BURLINGTON MC CALLA AVE BAP CH      APPROX. 2.9 KM 1885444.6 |
 GA2467| GA2466 FURGERSON RM 1                       22.753 METERS 34945     |
 GA2467|---------------------------------------------------------------------|
 GA2467
 GA2467                          SUPERSEDED SURVEY CONTROL
 GA2467
 GA2467  NAD 83(1995)-  36 01 25.62390(N)    083 52 18.69198(W) AD(       ) 2
 GA2467  NAD 83(1995)-  36 01 25.62386(N)    083 52 18.69199(W) AD(       ) 2
 GA2467  NAD 83(1995)-  36 01 25.62802(N)    083 52 18.69065(W) AD(       ) 2
 GA2467  NAD 83(1986)-  36 01 25.63334(N)    083 52 18.68882(W) AD(       ) 2
 GA2467  NAD 27      -  36 01 25.33180(N)    083 52 19.03310(W) AD(       ) 2
 GA2467  NGVD 29 (??/??/92)  341.869  (m)         1121.62   (f) ADJ UNCH    2 0
 GA2467
 GA2467.Superseded values are not recommended for survey control.
 GA2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2467.See file dsdata.txt to determine how the superseded data were derived.
 GA2467
 GA2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4121090403(NAD 83)
 GA2467_MARKER: DS = TRIANGULATION STATION DISK
 GA2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2467_STAMPING: FURGERSON 1960
 GA2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2467+STABILITY: SURFACE MOTION
 GA2467
 GA2467  HISTORY     - Date     Condition        Report By
 GA2467  HISTORY     - 1960     MONUMENTED       CGS
 GA2467  HISTORY     - 1961     GOOD             NGS
 GA2467  HISTORY     - 1982     GOOD             LOCENG
 GA2467
 GA2467                          STATION DESCRIPTION
 GA2467
 GA2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2467'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF DOWNTOWN KNOXVILLE
 GA2467'AND SOUTH OF BUFFAT MILLS
 GA2467'ROAD.
 GA2467'
 GA2467'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 70, 25W,
 GA2467'11E, AND 11W IN THE EASTERN
 GA2467'SECTION OF KNOXVILLE, GO NORTHEAST, ON U.  S.  HIGHWAY
 GA2467'11W, RUTLEDGE PIKE, FOR 0.9 MILE
 GA2467'TO A SIDE ROAD ON THE LEFT.  TURN
 GA2467'LEFT, AND GO 0.9 MILE TO THE TOP OF HILL AND BUFFAT
 GA2467'MILLS ROAD.  TURN
 GA2467'RIGHT, ON BUFFAT MILLS ROAD, AND GO 0.1 MILE TO A LARGE WHITE HOUSE
 GA2467'ON THE RIGHT AND
 GA2467'THE STATION.
 GA2467'
 GA2467'THE STATION MARK IS A STANDARD DISK, STAMPED FURGERSON 1960, SET IN A
 GA2467'CONCRETE MONUMENT WHICH IS
 GA2467'FLUSH.  IT IS 133 FEET SOUTH OF THE SOUTHWEST
 GA2467'CORNER OF A HOUSE, 89 FEET WEST OF
 GA2467'THE NORTHWEST CORNER OF A BARN, 85
 GA2467'FEET SOUTHEAST OF A 36-INCH TREE , AND 2.7 FEET WEST
 GA2467'OF A WITNESS
 GA2467'SIGN.
 GA2467'
 GA2467'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED FURGERSON NO 1 1960,
 GA2467'SET IN A CONCRETE MONUMENT
 GA2467'WHICH IS FLUSH.  IT IS 72 FEET SOUTHWEST OF THE
 GA2467'SOUTHWEST CORNER OF A HOUSE, AND 35
 GA2467'FEET EAST OF A 36-INCH TREE.
 GA2467'
 GA2467'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED FURGERSON NO 2 1960,
 GA2467'SET IN A CONCRETE MONUMENT
 GA2467'WHICH IS FLUSH.  IT IS 7 FEET WEST OF THE NORTHWEST
 GA2467'CORNER OF A BARN, AND ABOUT 1 FOOT
 GA2467'LOWER THAN THE STATION MARK.
 GA2467'
 GA2467'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FURGERSON 1960, SET IN A
 GA2467'CONCRETE MONUMENT WHICH IS
 GA2467'FLUSH.  IT IS 25 FEET EAST OF THE CENTER OF A HARD
 GA2467'SURFACE ROAD, 1.6 FEET SOUTH OF A
 GA2467'POWER LINE POLE, AND 1.4 FEET EAST
 GA2467'OF A WITNESS SIGN.
 GA2467'
 GA2467'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MILDRED DRIVE AND
 GA2467'WOODHAVEN DRIVE, GO SOUTH,
 GA2467'ON WOODHAVEN DRIVE FOR 0.1 MILE.  TURN LEFT, EAST,
 GA2467'AND GO 0.05 MILE.  TURN LEFT,
 GA2467'NORTH, AND GO 0.05 MILE TO THE AZIMUTH
 GA2467'MARK ON THE RIGHT.
 GA2467'
 GA2467'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GA2467
 GA2467                          STATION RECOVERY (1961)
 GA2467
 GA2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2467'IN EAST KNOXVILLE.
 GA2467'FROM THE INTERSECTION OF SPRING HILL ROAD AND BUFFAT MILLS ROAD
 GA2467'IN EAST KNOXVILLE, GO 0.1 MILE EAST ON BUFFAT MILLS ROAD TO A
 GA2467'LARGE WHITE HOUSE ON THE SOUTH SIDE OF THE ROAD.  THE STATION
 GA2467'MARK IS 133 FT. SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 89 FT.
 GA2467'WEST OF THE NORTHWEST CORNER OF A BARN, 85 FT. SOUTHEAST OF A 36-INCH
 GA2467'TREE, AND 2.7 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 GA2467'OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THIS STATION IS
 GA2467'ABOUT 0.8 MILE SOUTH OF CAMP 1960.
 GA2467
 GA2467                          STATION RECOVERY (1982)
 GA2467
 GA2467'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2467'FURGERSON 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED
 GA2467'AND NOTED HERWITH--IN THE HORIZONTAL CONTROL DATA - TRIANGULATION
 GA2467'STATION INFORMATION--THE ROAD DESCRIBED AS A SIDE ROAD ON THE LEFT
 GA2467'IS SPRING HILL RD. AND THE LARGE WHITE HOUSE IS PRESENTLY STANDING
 GA2467'BUT ABANDONED AND IN POOR CONDITION.  ALSO THE WITNESS SIGN HAS
 GA2467'BEEN REMOVED AND WOULD GREATLY AID IN LOCATING THE MARK IF IT
 GA2467'WERE REPLACED.  (CITY BLK 32500)
 GA2467'
 GA2467'FURGERSON NO. 2 1960 RECOVERED IN GOOD CONDITION - RECOVERED AS
 GA2467'DESCRIBED.  (CITY BLK 32500
 GA2467'
 GA2467'FURGERSON 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED
 GA2467'AND NOTED HEREWITH--THE MARK IS A DISK LOCATED IN THE N. W. CORNER
 GA2467'OF A LOT AT 1708 HAVENHILL LANE AND NEAR THE S. E. POINT OF CURVE OF
 GA2467'THE CUL-DE-SAC.  ALSO, THE MARK IS 27 FEET N. E. OF A SANITARY
 GA2467'MANHOLE IN SAID CUL-DE-SAC.  (CITY BLOCK NO. 32470)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2466 ***********************************************************************
 GA2466  DESIGNATION -  FURGERSON RM 1
 GA2466  PID         -  GA2466
 GA2466  STATE/COUNTY-  TN/KNOX
 GA2466  USGS QUAD   -  JOHN SEVIER (1992)
 GA2466
 GA2466                         *CURRENT SURVEY CONTROL
 GA2466  ___________________________________________________________________
 GA2466* NAD 83(1986)-  36 01 25.     (N)    083 52 19.     (W)     SCALED    
 GA2466* NAVD 88     -       342.062  (meters)    1122.25   (feet)  ADJUSTED  
 GA2466  ___________________________________________________________________
 GA2466  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2466  DYNAMIC HT  -         341.747 (meters)    1121.21  (feet)  COMP
 GA2466  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GA2466
 GA2466  VERT ORDER  -  SECOND    CLASS 0
 GA2466
 GA2466.The horizontal coordinates were scaled from a topographic map and have
 GA2466.an estimated accuracy of +/- 6 seconds.
 GA2466
 GA2466.The orthometric height was determined by differential leveling
 GA2466.and adjusted by the National Geodetic Survey in June 1991..
 GA2466
 GA2466.The geoid height was determined by GEOID03.
 GA2466
 GA2466.The dynamic height is computed by dividing the NAVD 88
 GA2466.geopotential number by the normal gravity value computed on the
 GA2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2466.degrees latitude (g = 980.6199 gals.).
 GA2466
 GA2466.The modeled gravity was interpolated from observed gravity values.
 GA2466
 GA2466;                    North         East    Units  Estimated Accuracy
 GA2466;SPC TN       -   189,620.      791,790.      MT  (+/- 180 meters Scaled)
 GA2466
 GA2466                          SUPERSEDED SURVEY CONTROL
 GA2466
 GA2466  NGVD 29 (??/??/92)  342.198  (m)         1122.69   (f) ADJ UNCH    2 0
 GA2466
 GA2466.Superseded values are not recommended for survey control.
 GA2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2466.See file dsdata.txt to determine how the superseded data were derived.
 GA2466
 GA2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV412903(NAD 83)
 GA2466_MARKER: DR = REFERENCE MARK DISK
 GA2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2466_STAMPING: FURGERSON NO 1 1960
 GA2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2466+STABILITY: SURFACE MOTION
 GA2466
 GA2466  HISTORY     - Date     Condition        Report By
 GA2466  HISTORY     - 1960     MONUMENTED       CGS
 GA2466  HISTORY     - 1961     GOOD             NGS
 GA2466  HISTORY     - 1982     GOOD             LOCENG
 GA2466
 GA2466                          STATION DESCRIPTION
 GA2466
 GA2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2466'IN EAST KNOXVILLE.
 GA2466'FROM THE INTERSECTION OF SPRING HILL ROAD AND BUFFAT MILLS ROAD
 GA2466'IN EAST KNOXVILLE, GO 0.1 MILE EAST ON BUFFAT MILLS ROAD TO A
 GA2466'LARGE WHITE HOUSE ON THE SOUTH SIDE OF THE ROAD.  THE REFERENCE
 GA2466'MARK IS 74.6 FT. NORTH OF THE STATION MARK, 72 FT. SOUTHWEST OF
 GA2466'THE SOUTHWEST CORNER OF THE HOUSE, AND 35 FT. EAST OF A 36-INCH
 GA2466'TREE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA2466'GROUND.
 GA2466
 GA2466                          STATION RECOVERY (1982)
 GA2466
 GA2466'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2468 ***********************************************************************
 GA2468  DESIGNATION -  FURGERSON RM 2
 GA2468  PID         -  GA2468
 GA2468  STATE/COUNTY-  TN/KNOX
 GA2468  USGS QUAD   -  JOHN SEVIER (1992)
 GA2468
 GA2468                         *CURRENT SURVEY CONTROL
 GA2468  ___________________________________________________________________
 GA2468* NAD 83(1986)-  36 01 25.     (N)    083 52 19.     (W)     SCALED    
 GA2468* NAVD 88     -       340.877  (meters)    1118.36   (feet)  ADJUSTED  
 GA2468  ___________________________________________________________________
 GA2468  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2468  DYNAMIC HT  -         340.563 (meters)    1117.33  (feet)  COMP
 GA2468  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GA2468
 GA2468  VERT ORDER  -  SECOND    CLASS 0
 GA2468
 GA2468.The horizontal coordinates were scaled from a topographic map and have
 GA2468.an estimated accuracy of +/- 6 seconds.
 GA2468
 GA2468.The orthometric height was determined by differential leveling
 GA2468.and adjusted by the National Geodetic Survey in June 1991..
 GA2468
 GA2468.The geoid height was determined by GEOID03.
 GA2468
 GA2468.The dynamic height is computed by dividing the NAVD 88
 GA2468.geopotential number by the normal gravity value computed on the
 GA2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2468.degrees latitude (g = 980.6199 gals.).
 GA2468
 GA2468.The modeled gravity was interpolated from observed gravity values.
 GA2468
 GA2468;                    North         East    Units  Estimated Accuracy
 GA2468;SPC TN       -   189,620.      791,790.      MT  (+/- 180 meters Scaled)
 GA2468
 GA2468                          SUPERSEDED SURVEY CONTROL
 GA2468
 GA2468  NGVD 29 (??/??/92)  341.013  (m)         1118.81   (f) ADJ UNCH    2 0
 GA2468
 GA2468.Superseded values are not recommended for survey control.
 GA2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2468.See file dsdata.txt to determine how the superseded data were derived.
 GA2468
 GA2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV412903(NAD 83)
 GA2468_MARKER: DR = REFERENCE MARK DISK
 GA2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2468_STAMPING: FURGERSON NO 2 1960
 GA2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2468+STABILITY: SURFACE MOTION
 GA2468
 GA2468  HISTORY     - Date     Condition        Report By
 GA2468  HISTORY     - 1960     MONUMENTED       CGS
 GA2468  HISTORY     - 1961     GOOD             NGS
 GA2468
 GA2468                          STATION DESCRIPTION
 GA2468
 GA2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2468'IN EAST KNOXVILLE.
 GA2468'FROM THE INTERSECTION OF SPRING HILL ROAD AND BUFFAT MILLS ROAD
 GA2468'IN EAST KNOXVILLE, GO 0.1 MILE EAST ON BUFFAT MILLS ROAD TO A
 GA2468'LARGE WHITE HOUSE ON THE SOUTH SIDE OF THE ROAD.  THE REFERENCE
 GA2468'MARK IS 84 FT. EAST OF THE STATION MARK, AND 7 FT. WEST OF THE
 GA2468'NORTHWEST CORNER OF A BARN.  THE DISK IS SET IN TOP OF A CONCRETE
 GA2468'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1158 ***********************************************************************
 FD1158  DESIGNATION -  FURNACE
 FD1158  PID         -  FD1158
 FD1158  STATE/COUNTY-  TN/HICKMAN
 FD1158  USGS QUAD   -  BUCKSNORT (1968)
 FD1158
 FD1158                         *CURRENT SURVEY CONTROL
 FD1158  ___________________________________________________________________
 FD1158* NAD 83(1995)-  35 53 48.09524(N)    087 38 23.22792(W)     ADJUSTED  
 FD1158* NAVD 88     -       187.785  (meters)     616.09   (feet)  ADJUSTED  
 FD1158  ___________________________________________________________________
 FD1158  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FD1158  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FD1158  DYNAMIC HT  -         187.621 (meters)     615.55  (feet)  COMP
 FD1158  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 FD1158
 FD1158  HORZ ORDER  -  SECOND
 FD1158  VERT ORDER  -  SECOND    CLASS 0
 FD1158
 FD1158.The horizontal coordinates were established by classical geodetic methods
 FD1158.and adjusted by the National Geodetic Survey in April 1999..
 FD1158
 FD1158.The orthometric height was determined by differential leveling
 FD1158.and adjusted by the National Geodetic Survey in June 1991..
 FD1158
 FD1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1158
 FD1158.The geoid height was determined by GEOID03.
 FD1158
 FD1158.The dynamic height is computed by dividing the NAVD 88
 FD1158.geopotential number by the normal gravity value computed on the
 FD1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1158.degrees latitude (g = 980.6199 gals.).
 FD1158
 FD1158.The modeled gravity was interpolated from observed gravity values.
 FD1158
 FD1158;                    North         East     Units Scale Factor Converg.
 FD1158;SPC TN       -   174,693.415   451,972.777   MT  0.99994900   -0 57 36.0
 FD1158;SPC TN       -   573,139.98  1,482,847.35   sFT  0.99994900   -0 57 36.0
 FD1158;UTM  16      - 3,972,679.322   442,262.161   MT  0.99964108   -0 22 30.5
 FD1158
 FD1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1158!SPC TN       -   0.99997500  x   0.99994900  =   0.99992400
 FD1158!UTM  16      -   0.99997500  x   0.99964108  =   0.99961609
 FD1158
 FD1158|---------------------------------------------------------------------|
 FD1158| PID    Reference Object                     Distance      Geod. Az  |
 FD1158|                                                           dddmmss.s |
 FD1158| FD1159 FURNACE RM 1                         23.397 METERS 03702     |
 FD1158| FD1157 FURNACE RM 2                         22.531 METERS 18107     |
 FD1158| FD1153 POTTER                              APPROX. 2.2 KM 2422447.3 |
 FD1158|---------------------------------------------------------------------|
 FD1158
 FD1158                          SUPERSEDED SURVEY CONTROL
 FD1158
 FD1158  NAD 83(1995)-  35 53 48.09718(N)    087 38 23.23113(W) AD(       ) 2
 FD1158  NAD 83(1986)-  35 53 48.10560(N)    087 38 23.22885(W) AD(       ) 2
 FD1158  NAD 27      -  35 53 47.87730(N)    087 38 23.15800(W) AD(       ) 2
 FD1158  NGVD 29 (??/??/92)  187.805  (m)          616.16   (f) ADJ UNCH    2 0
 FD1158
 FD1158.Superseded values are not recommended for survey control.
 FD1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1158.See file dsdata.txt to determine how the superseded data were derived.
 FD1158
 FD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4226272679(NAD 83)
 FD1158_MARKER: DE = TRAVERSE STATION DISK
 FD1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1158_STAMPING: FURNACE 1959
 FD1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1158+STABILITY: SURFACE MOTION
 FD1158
 FD1158  HISTORY     - Date     Condition        Report By
 FD1158  HISTORY     - 1959     MONUMENTED       CGS
 FD1158  HISTORY     - 1959     GOOD             CGS
 FD1158
 FD1158                          STATION DESCRIPTION
 FD1158
 FD1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1158'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF WAVERLY, 3 MILES
 FD1158'WEST OF SPOT AND 4 MILES
 FD1158'NORTHEAST OF ONLY.
 FD1158'
 FD1158'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, WHICH IS ABOUT 18
 FD1158'MILES SOUTHEAST OF
 FD1158'WAVERLY, GO EAST ON A BLACK TOP ROAD FOR 0.95 MILE TO A
 FD1158'SIDE ROAD ON THE LEFT, TURN
 FD1158'LEFT, NORTH, ON A GRAVELED ROAD FOR 1.45
 FD1158'MILES TO A DIM ROAD ON THE LEFT, TURN RIGHT,
 FD1158'EAST, AND FOLLOW MAIN
 FD1158'GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD ON THE RIGHT,
 FD1158'CONTINUE
 FD1158'STRAIGHT AHEAD FOR 0.45 MILE TO A REVERSE Y, TURN SHARP RIGHT AND GO
 FD1158'0.6 MILE TO A DIM
 FD1158'TRACK ROAD ON THE LEFT, TURN LEFT ON DIM TRACK ROAD
 FD1158'FOR 0.25 MILE TO THE STATION AS
 FD1158'DESCRIBED.
 FD1158'
 FD1158'THE STATION IS 49 FEET SOUTH OF THE SOUTHWEST CORNER OF A FENCE
 FD1158'AROUND A SMALL CEMETERY, 39
 FD1158'FEET SOUTH OF A LARGE TRIANGLE BLAZED OAK TREE, AND 16
 FD1158'FEET WEST OF A DIM TRACK ROAD
 FD1158'AND 5 FEET SOUTH-SOUTHEAST OF A WITNESS
 FD1158'POST.  IT IS A STANDARD TRAVERSE DISK SET IN A
 FD1158'10-INCH SQUARE
 FD1158'CONCRETE POST WITH AN UNDERGROUND MARK, IS SET FLUSH WITH THE
 FD1158'SURROUNDING
 FD1158'SURFACE AND IS STAMPED FURNACE 1959.
 FD1158'
 FD1158'REFERENCE MARK NO 1 IS 18 FEET WEST OF A DIM TRACK ROAD AND 15 FEET
 FD1158'NORTH- NORTHEAST OF THE
 FD1158'GATE OF A SMALL CEMETERY, IS SET FLUSH WITH THE
 FD1158'SURROUNDING SURFACE AND IS STAMPED
 FD1158'FURNACE NO 1 1959.
 FD1158'
 FD1158'REFERENCE MARK NO 2 IS 12 FEET EAST OF A DIM TRACK ROAD AND 4.5 FEET
 FD1158'NORTH- NORTHEAST OF A 12
 FD1158'INCH OAK TREE, IT PROJECTS 3 INCHES ABOVE THE
 FD1158'SURROUNDING SURFACE AND IS STAMPED
 FD1158'FURNACE NO 2 1959.
 FD1158'
 FD1158'NO AZIMUTH MARK WAS SET AS NO SUITABLE PLACE COULD BE FOUND.
 FD1158
 FD1158                          STATION RECOVERY (1959)
 FD1158
 FD1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1158'5.8 MI NE FROM ONLY.
 FD1158'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1158'6173, GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4
 FD1158'MILES NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON
 FD1158'A GRAVELED ROAD, THENCE 0.6 MILE SOUTH AND EAST, THENCE 0.25
 FD1158'MILE NORTH ON A DIM TRACK ROAD TO THE STATION AS DESCRIBED,
 FD1158'49 FT. SOUTH OF THE SOUTHWEST CORNER OF A FENCE AROUND A SMALL
 FD1158'CEMETERY, 39 FT. SOUTH OF A LARGE TRIANGLE BLAZED OAK TREE,
 FD1158'16 FT. WEST OF A DIM TRACK ROAD, AND 5 FT. SOUTH-SOUTHEAST OF
 FD1158'A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH
 FD1158'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1159 ***********************************************************************
 FD1159  DESIGNATION -  FURNACE RM 1
 FD1159  PID         -  FD1159
 FD1159  STATE/COUNTY-  TN/HICKMAN
 FD1159  USGS QUAD   -  BUCKSNORT (1968)
 FD1159
 FD1159                         *CURRENT SURVEY CONTROL
 FD1159  ___________________________________________________________________
 FD1159* NAD 83(1986)-  35 53 47.     (N)    087 38 23.     (W)     SCALED    
 FD1159* NAVD 88     -       189.266  (meters)     620.95   (feet)  ADJUSTED  
 FD1159  ___________________________________________________________________
 FD1159  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FD1159  DYNAMIC HT  -         189.102 (meters)     620.41  (feet)  COMP
 FD1159  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 FD1159
 FD1159  VERT ORDER  -  SECOND    CLASS 0
 FD1159
 FD1159.The horizontal coordinates were scaled from a topographic map and have
 FD1159.an estimated accuracy of +/- 6 seconds.
 FD1159
 FD1159.The orthometric height was determined by differential leveling
 FD1159.and adjusted by the National Geodetic Survey in June 1991..
 FD1159
 FD1159.The geoid height was determined by GEOID03.
 FD1159
 FD1159.The dynamic height is computed by dividing the NAVD 88
 FD1159.geopotential number by the normal gravity value computed on the
 FD1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1159.degrees latitude (g = 980.6199 gals.).
 FD1159
 FD1159.The modeled gravity was interpolated from observed gravity values.
 FD1159
 FD1159;                    North         East    Units  Estimated Accuracy
 FD1159;SPC TN       -   174,660.      451,980.      MT  (+/- 180 meters Scaled)
 FD1159
 FD1159                          SUPERSEDED SURVEY CONTROL
 FD1159
 FD1159  NGVD 29 (??/??/92)  189.287  (m)          621.02   (f) ADJ UNCH    2 0
 FD1159
 FD1159.Superseded values are not recommended for survey control.
 FD1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1159.See file dsdata.txt to determine how the superseded data were derived.
 FD1159
 FD1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE422726(NAD 83)
 FD1159_MARKER: DR = REFERENCE MARK DISK
 FD1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1159_STAMPING: FURNACE NO 1 1959
 FD1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1159+STABILITY: SURFACE MOTION
 FD1159
 FD1159  HISTORY     - Date     Condition        Report By
 FD1159  HISTORY     - 1959     MONUMENTED       CGS
 FD1159
 FD1159                          STATION DESCRIPTION
 FD1159
 FD1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1159'5.8 MI NE FROM ONLY.
 FD1159'THIS MARK IS LOCATED AT THE FURNACE 1959 STATION SITE, 76.7 FT.
 FD1159'NORTH-NORTHEAST OF THE STATION MARK, 18 FT. WEST OF A DIM TRACK
 FD1159'ROAD, AND 15 FT. NORTH-NORTHEAST OF THE GATE OF A SMALL CEMETERY,
 FD1159'A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE
 FD1159'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1157 ***********************************************************************
 FD1157  DESIGNATION -  FURNACE RM 2
 FD1157  PID         -  FD1157
 FD1157  STATE/COUNTY-  TN/HICKMAN
 FD1157  USGS QUAD   -  BUCKSNORT (1968)
 FD1157
 FD1157                         *CURRENT SURVEY CONTROL
 FD1157  ___________________________________________________________________
 FD1157* NAD 83(1986)-  35 53 47.     (N)    087 38 23.     (W)     SCALED    
 FD1157* NAVD 88     -       185.960  (meters)     610.10   (feet)  ADJUSTED  
 FD1157  ___________________________________________________________________
 FD1157  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FD1157  DYNAMIC HT  -         185.798 (meters)     609.57  (feet)  COMP
 FD1157  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 FD1157
 FD1157  VERT ORDER  -  SECOND    CLASS 0
 FD1157
 FD1157.The horizontal coordinates were scaled from a topographic map and have
 FD1157.an estimated accuracy of +/- 6 seconds.
 FD1157
 FD1157.The orthometric height was determined by differential leveling
 FD1157.and adjusted by the National Geodetic Survey in June 1991..
 FD1157
 FD1157.The geoid height was determined by GEOID03.
 FD1157
 FD1157.The dynamic height is computed by dividing the NAVD 88
 FD1157.geopotential number by the normal gravity value computed on the
 FD1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1157.degrees latitude (g = 980.6199 gals.).
 FD1157
 FD1157.The modeled gravity was interpolated from observed gravity values.
 FD1157
 FD1157;                    North         East    Units  Estimated Accuracy
 FD1157;SPC TN       -   174,660.      451,980.      MT  (+/- 180 meters Scaled)
 FD1157
 FD1157                          SUPERSEDED SURVEY CONTROL
 FD1157
 FD1157  NGVD 29 (??/??/92)  185.981  (m)          610.17   (f) ADJ UNCH    2 0
 FD1157
 FD1157.Superseded values are not recommended for survey control.
 FD1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1157.See file dsdata.txt to determine how the superseded data were derived.
 FD1157
 FD1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE422726(NAD 83)
 FD1157_MARKER: DR = REFERENCE MARK DISK
 FD1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1157_STAMPING: FURNACE NO 2 1959
 FD1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1157+STABILITY: SURFACE MOTION
 FD1157
 FD1157  HISTORY     - Date     Condition        Report By
 FD1157  HISTORY     - 1959     MONUMENTED       CGS
 FD1157
 FD1157                          STATION DESCRIPTION
 FD1157
 FD1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1157'5.8 MI NE FROM ONLY.
 FD1157'THIS MARK IS LOCATED AT THE FURNACE 1959 STATION SITE, 73.9
 FD1157'FT. SOUTH OF THE STATION MARK, 12 FT. EAST OF A DIM TRACK ROAD,
 FD1157'AND 4.5 FT. NORTH-NORTHEAST OF A 12-INCH OAK TREE, A DISK SET
 FD1157'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9836 ***********************************************************************
 AI9836  PACS        -  This is a Primary Airport Control Station.
 AI9836  DESIGNATION -  FYE A
 AI9836  PID         -  AI9836
 AI9836  STATE/COUNTY-  TN/FAYETTE
 AI9836  USGS QUAD   -  MACON (1983)
 AI9836
 AI9836                         *CURRENT SURVEY CONTROL
 AI9836  ___________________________________________________________________
 AI9836* NAD 83(1995)-  35 12 19.50298(N)    089 23 43.73700(W)     ADJUSTED  
 AI9836* NAVD 88     -       130.76   (meters)     429.0    (feet)  GPS OBS   
 AI9836  ___________________________________________________________________
 AI9836  X           -      55,046.896 (meters)                     COMP
 AI9836  Y           -  -5,217,115.756 (meters)                     COMP
 AI9836  Z           -   3,656,570.987 (meters)                     COMP
 AI9836  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AI9836  ELLIP HEIGHT-         103.15  (meters)          (02/20/01) GPS OBS
 AI9836  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AI9836
 AI9836  HORZ ORDER  -  B
 AI9836  ELLP ORDER  -  SECOND    CLASS I
 AI9836
 AI9836.This mark is at Fayette County Airport (FYE)
 AI9836
 AI9836.The horizontal coordinates were established by GPS observations
 AI9836.and adjusted by the National Geodetic Survey in February 2001..
 AI9836
 AI9836.The orthometric height was determined by GPS observations and a
 AI9836.high-resolution geoid model.
 AI9836
 AI9836.GPS derived orthometric heights for airport stations designated as
 AI9836.PACS or SACS are published to 2 decimal places.  This maintains
 AI9836.centimeter relative accuracy between the PACS and SACS.  It does
 AI9836.not indicate centimeter accuracy relative to other marks which are
 AI9836.part of the NAVD 88 network.
 AI9836
 AI9836.Photographs are available for this station.
 AI9836
 AI9836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9836
 AI9836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9836
 AI9836.The ellipsoidal height was determined by GPS observations
 AI9836.and is referenced to NAD 83.
 AI9836
 AI9836.The geoid height was determined by GEOID03.
 AI9836
 AI9836;                    North         East     Units Scale Factor Converg.
 AI9836;SPC TN       -   102,121.449   290,868.750   MT  1.00000817   -1 59 16.3
 AI9836;SPC TN       -   335,043.45    954,291.89   sFT  1.00000817   -1 59 16.3
 AI9836;UTM  16      - 3,898,452.424   281,934.467   MT  1.00018608   -1 22 53.6
 AI9836
 AI9836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9836!SPC TN       -   0.99998381  x   1.00000817  =   0.99999198
 AI9836!UTM  16      -   0.99998381  x   1.00018608  =   1.00016989
 AI9836
 AI9836:                Primary Azimuth Mark                     Grid Az
 AI9836:SPC TN       -  FYE C                                    008 36 45.9
 AI9836:UTM  16      -  FYE C                                    008 00 23.2
 AI9836
 AI9836|---------------------------------------------------------------------|
 AI9836| PID    Reference Object                     Distance      Geod. Az  |
 AI9836|                                                           dddmmss.s |
 AI9836| AI9835 FYE C                               APPROX. 0.6 KM 0063729.6 |
 AI9836| AI9834 FYE B                               APPROX. 0.6 KM 1830330.6 |
 AI9836|---------------------------------------------------------------------|
 AI9836
 AI9836                          SUPERSEDED SURVEY CONTROL
 AI9836
 AI9836.No superseded survey control is available for this station.
 AI9836
 AI9836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8193498452(NAD 83)
 AI9836_MARKER: I = METAL ROD
 AI9836_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9836_STAMPING: FYE A 1996
 AI9836_MARK LOGO: NGS   
 AI9836_PROJECTION: FLUSH
 AI9836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9836+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9836_ROD/PIPE-DEPTH: 103  meters
 AI9836_SLEEVE-DEPTH  : .90 meters
 AI9836
 AI9836  HISTORY     - Date     Condition        Report By
 AI9836  HISTORY     - 1996     MONUMENTED       LOWE
 AI9836
 AI9836                          STATION DESCRIPTION
 AI9836
 AI9836'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9836'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF
 AI9836'SOMERVILLE AT THE FAYETTE COUNTY AIRPORT. FAYETTE COUNTY
 AI9836'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9836'CHECK WITH RANDY DOUGLASS (THE POINT OF CONTACT), WHO CAN BE
 AI9836'REACHED AT JORDAN, JORDAN AND DOUGLASS, TELEPHONE NUMBER
 AI9836'901-465-4753, BEFORE ENTERING THE FIELD.
 AI9836' 
 AI9836'TO REACH THE STATION FROM THE COURTHOUSE IN SOMERVILLE, GO
 AI9836'SOUTH 2.6 KM (1.60 MI) ON HIGHWAY 76 TO THE JUNCTION OF HIGHWAY 195.
 AI9836'TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 195 5.6 KM (3.45 MI) TO THE
 AI9836'ROAD TO THE AIRPORT ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE
 AI9836'AIRPORT ROAD 1.8 KM (1.10 MI) TO THE AIRPORT AND THE GATE TO THE
 AI9836'APRON. CONTINUE THROUGH THE GATE TO THE APRON, TURN LEFT AND GO
 AI9836'WEST 0.2 KM (0.10 MI) TO THE WEST EDGE OF THE RUNWAY. TURN LEFT ON
 AI9836'THE RUNWAY AND GO SOUTH 0.16 KM (0.10 MI) TO THE STATION ON THE
 AI9836'RIGHT IN THE GRASS BETWEEN THE RUNWAY AND A FENCE.
 AI9836' 
 AI9836'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AI9836'REFUSAL TO A DEPTH OF 103 M (337.9 FT) IN A 0.025 M (0.082 FT) GREASE
 AI9836'FILLED FLUTED PLASTIC SLEEVE 0.90 M (2.95 FT) LONG ENCASED IN A 0.16 M
 AI9836'(0.52 FT) PVC PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE
 AI9836'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE
 AI9836'STATION IS 46.5 M (152.6 FT) WEST FROM THE WEST EDGE OF THE RUNWAY,
 AI9836'35.7 M (117.1 FT) SOUTH FROM A WINDSOCK, 33.3 M (109.3 FT) EAST OF A
 AI9836'FENCE LINE, AND 5.3 M (17.4 FT) SOUTH FROM THE CENTER OF A CONCRETE
 AI9836'SLAB. THIS STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL
 AI9836'STATION.
 AI9836' 
 AI9836'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9834 ***********************************************************************
 AI9834  SACS        -  This is a Secondary Airport Control Station.
 AI9834  DESIGNATION -  FYE B
 AI9834  PID         -  AI9834
 AI9834  STATE/COUNTY-  TN/FAYETTE
 AI9834  USGS QUAD   -  MACON (1983)
 AI9834
 AI9834                         *CURRENT SURVEY CONTROL
 AI9834  ___________________________________________________________________
 AI9834* NAD 83(1995)-  35 12 01.11767(N)    089 23 44.93380(W)     ADJUSTED  
 AI9834* NAVD 88     -       133.03   (meters)     436.4    (feet)  GPS OBS   
 AI9834  ___________________________________________________________________
 AI9834  X           -      55,020.089 (meters)                     COMP
 AI9834  Y           -  -5,217,444.537 (meters)                     COMP
 AI9834  Z           -   3,656,109.308 (meters)                     COMP
 AI9834  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AI9834  ELLIP HEIGHT-         105.41  (meters)          (02/20/01) GPS OBS
 AI9834  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AI9834
 AI9834  HORZ ORDER  -  FIRST
 AI9834  ELLP ORDER  -  SECOND    CLASS I
 AI9834
 AI9834.This mark is at Fayette County Airport (FYE)
 AI9834
 AI9834.The horizontal coordinates were established by GPS observations
 AI9834.and adjusted by the National Geodetic Survey in February 2001..
 AI9834
 AI9834.The orthometric height was determined by GPS observations and a
 AI9834.high-resolution geoid model.
 AI9834
 AI9834.GPS derived orthometric heights for airport stations designated as
 AI9834.PACS or SACS are published to 2 decimal places.  This maintains
 AI9834.centimeter relative accuracy between the PACS and SACS.  It does
 AI9834.not indicate centimeter accuracy relative to other marks which are
 AI9834.part of the NAVD 88 network.
 AI9834
 AI9834.Photographs are available for this station.
 AI9834
 AI9834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9834
 AI9834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9834
 AI9834.The ellipsoidal height was determined by GPS observations
 AI9834.and is referenced to NAD 83.
 AI9834
 AI9834.The geoid height was determined by GEOID03.
 AI9834
 AI9834;                    North         East     Units Scale Factor Converg.
 AI9834;SPC TN       -   101,556.240   290,818.840   MT  1.00000914   -1 59 17.0
 AI9834;SPC TN       -   333,189.10    954,128.14   sFT  1.00000914   -1 59 17.0
 AI9834;UTM  16      - 3,897,886.618   281,890.533   MT  1.00018631   -1 22 53.7
 AI9834
 AI9834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9834!SPC TN       -   0.99998345  x   1.00000914  =   0.99999259
 AI9834!UTM  16      -   0.99998345  x   1.00018631  =   1.00016976
 AI9834
 AI9834:                Primary Azimuth Mark                     Grid Az
 AI9834:SPC TN       -  FYE A                                    005 02 46.9
 AI9834:UTM  16      -  FYE A                                    004 26 23.6
 AI9834
 AI9834|---------------------------------------------------------------------|
 AI9834| PID    Reference Object                     Distance      Geod. Az  |
 AI9834|                                                           dddmmss.s |
 AI9834| AI9836 FYE A                               APPROX. 0.6 KM 0030329.9 |
 AI9834|---------------------------------------------------------------------|
 AI9834
 AI9834                          SUPERSEDED SURVEY CONTROL
 AI9834
 AI9834.No superseded survey control is available for this station.
 AI9834
 AI9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8189197887(NAD 83)
 AI9834_MARKER: DD = SURVEY DISK
 AI9834_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9834_STAMPING: FYE B 1996
 AI9834_MARK LOGO: NGS   
 AI9834_PROJECTION: FLUSH
 AI9834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9834+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9834_ROD/PIPE-DEPTH: 1    meters
 AI9834
 AI9834  HISTORY     - Date     Condition        Report By
 AI9834  HISTORY     - 1996     MONUMENTED       LOWE
 AI9834
 AI9834                          STATION DESCRIPTION
 AI9834
 AI9834'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9834'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF
 AI9834'SOMERVILLE AT THE FAYETTE COUNTY AIRPORT. FAYETTE COUNTY
 AI9834'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9834'CHECK WITH RANDY DOUGLASS (THE POINT OF CONTACT) WHO CAN BE
 AI9834'REACHED AT JORDAN, JORDAN AND DOUGLASS, TELEPHONE NUMBER
 AI9834'901-465-4753, BEFORE ENTERING THE FIELD.
 AI9834' 
 AI9834'TO REACH THE STATION FROM THE COURTHOUSE IN SOMERVILLE, GO
 AI9834'SOUTH 2.6 KM (1.60 MI) ON HIGHWAY 76 TO THE JUNCTION OF HIGHWAY 195.
 AI9834'TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 195 5.6 KM (3.45 MI) TO THE
 AI9834'ROAD TO THE AIRPORT ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE
 AI9834'AIRPORT ROAD 1.8 KM (1.10 MI) TO THE AIRPORT AND THE GATE TO THE
 AI9834'APRON. CONTINUE THROUGH THE GATE ON THE APRON, TURN LEFT AND GO
 AI9834'WEST 0.2 KM (0.10 MI) TO THE WEST EDGE OF THE RUNWAY. TURN LEFT ON
 AI9834'THE RUNWAY AND GO SOUTH 0.72 KM (0.45 MI) PAST THE END OF THE
 AI9834'RUNWAY TO THE STATION IN THE GRASS IN LINE WITH THE WEST EDGE OF
 AI9834'THE RUNWAY.
 AI9834' 
 AI9834'THE STATION IS THE CENTER OF A NGS SURVEY DISK SET INTO THE TOP OF
 AI9834'A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE
 AI9834'WITH A
 AI9834'NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9834'ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AI9834'EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS 71.4 M (234.3 FT)
 AI9834'SOUTHWEST OF THE EASTERNMOST BLUE THRESHOLD LIGHT AT THE END
 AI9834'OF THE RUNWAY, 67.5 M (221.5 FT) SOUTH OF THE SOUTHWEST CORNER OF
 AI9834'THE ASPHALT, AND 55.1 M (180.8 FT) NORTHWEST FROM A METAL BRACE
 AI9834'POST IN A FENCE SOUTH OF THE STATION. THIS STATION IS DESIGNATED A
 AI9834'SECONDARY AIRPORT CONTROL STATION.
 AI9834' 
 AI9834'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9835 ***********************************************************************
 AI9835  SACS        -  This is a Secondary Airport Control Station.
 AI9835  DESIGNATION -  FYE C
 AI9835  PID         -  AI9835
 AI9835  STATE/COUNTY-  TN/FAYETTE
 AI9835  USGS QUAD   -  MACON (1983)
 AI9835
 AI9835                         *CURRENT SURVEY CONTROL
 AI9835  ___________________________________________________________________
 AI9835* NAD 83(1995)-  35 12 37.85889(N)    089 23 41.13935(W)     ADJUSTED  
 AI9835* NAVD 88     -       129.73   (meters)     425.6    (feet)  GPS OBS   
 AI9835  ___________________________________________________________________
 AI9835  X           -      55,109.145 (meters)                     COMP
 AI9835  Y           -  -5,216,788.079 (meters)                     COMP
 AI9835  Z           -   3,657,032.601 (meters)                     COMP
 AI9835  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AI9835  ELLIP HEIGHT-         102.11  (meters)          (02/20/01) GPS OBS
 AI9835  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AI9835
 AI9835  HORZ ORDER  -  FIRST
 AI9835  ELLP ORDER  -  SECOND    CLASS I
 AI9835
 AI9835.This mark is at Fayette County Airport (FYE)
 AI9835
 AI9835.The horizontal coordinates were established by GPS observations
 AI9835.and adjusted by the National Geodetic Survey in February 2001..
 AI9835
 AI9835.The orthometric height was determined by GPS observations and a
 AI9835.high-resolution geoid model.
 AI9835
 AI9835.GPS derived orthometric heights for airport stations designated as
 AI9835.PACS or SACS are published to 2 decimal places.  This maintains
 AI9835.centimeter relative accuracy between the PACS and SACS.  It does
 AI9835.not indicate centimeter accuracy relative to other marks which are
 AI9835.part of the NAVD 88 network.
 AI9835
 AI9835.Photographs are available for this station.
 AI9835
 AI9835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9835
 AI9835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9835
 AI9835.The ellipsoidal height was determined by GPS observations
 AI9835.and is referenced to NAD 83.
 AI9835
 AI9835.The geoid height was determined by GEOID03.
 AI9835
 AI9835;                    North         East     Units Scale Factor Converg.
 AI9835;SPC TN       -   102,684.525   290,954.035   MT  1.00000720   -1 59 14.7
 AI9835;SPC TN       -   336,890.81    954,571.70   sFT  1.00000720   -1 59 14.7
 AI9835;UTM  16      - 3,899,016.471   282,013.804   MT  1.00018565   -1 22 52.8
 AI9835
 AI9835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9835!SPC TN       -   0.99998397  x   1.00000720  =   0.99999117
 AI9835!UTM  16      -   0.99998397  x   1.00018565  =   1.00016962
 AI9835
 AI9835:                Primary Azimuth Mark                     Grid Az
 AI9835:SPC TN       -  FYE A                                    188 36 45.8
 AI9835:UTM  16      -  FYE A                                    188 00 23.9
 AI9835
 AI9835|---------------------------------------------------------------------|
 AI9835| PID    Reference Object                     Distance      Geod. Az  |
 AI9835|                                                           dddmmss.s |
 AI9835| AI9836 FYE A                               APPROX. 0.6 KM 1863731.1 |
 AI9835|---------------------------------------------------------------------|
 AI9835
 AI9835                          SUPERSEDED SURVEY CONTROL
 AI9835
 AI9835.No superseded survey control is available for this station.
 AI9835
 AI9835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8201499016(NAD 83)
 AI9835_MARKER: DD = SURVEY DISK
 AI9835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9835_STAMPING: FYE C 1996
 AI9835_MARK LOGO: NGS   
 AI9835_PROJECTION: FLUSH
 AI9835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9835+STABILITY: SURFACE MOTION
 AI9835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9835+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9835_ROD/PIPE-DEPTH: 1    meters
 AI9835
 AI9835  HISTORY     - Date     Condition        Report By
 AI9835  HISTORY     - 1996     MONUMENTED       LOWE
 AI9835
 AI9835                          STATION DESCRIPTION
 AI9835
 AI9835'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9835'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF
 AI9835'SOMERVILLE AT THE FAYETTE COUNTY AIRPORT. FAYETTE COUNTY
 AI9835'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9835'CHECK WITH RANDY DOUGLASS (THE  POINT OF CONTACT) WHO CAN BE
 AI9835'REACHED AT JORDAN, JORDAN AND DOUGLASS, TELEPHONE NUMBER
 AI9835'901-465-4753, BEFORE ENTERING THE FIELD.
 AI9835' 
 AI9835'TO REACH THE STATION FROM THE COURTHOUSE IN SOMERVILLE, GO
 AI9835'SOUTH 2.6 KM (1.60 MI) ON HIGHWAY 76 TO THE JUNCTION OF HIGHWAY 195.
 AI9835'TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 195 FOR 5.6 KM (3.45 MI) TO
 AI9835'THE ROAD TO THE AIRPORT ON THE RIGHT. TURN RIGHT AND GO NORTH ON
 AI9835'THE AIRPORT ROAD 1.8 KM (1.10 MI) TO THE AIRPORT AND THE GATE TO THE
 AI9835'APRON. CONTINUE THROUGH THE GATE ON THE APRON, TURN LEFT AND
 AI9835'GO  WEST 0.2 KM (0.10 MI) TO THE WEST EDGE OF THE RUNWAY. TURN
 AI9835'RIGHT ON  THE RUNWAY AND GO NORTH 0.32 KM (0.20 MI) TO THE STATION
 AI9835'ON THE  LEFT.
 AI9835' 
 AI9835'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9835'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9835'NGS
 AI9835'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9835'ARE  SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AI9835'EXTEND  FROM THE BOTTOM OF THE PIPE. THE STATION IS 58.0 M (190.3 FT)
 AI9835'WEST OF  THE END OF THE RUNWAY, 36.9 M (121.1 FT) SOUTHWEST FROM A
 AI9835'STROBE  LIGHT, AND 22.1 M (72.5 FT) EAST OF A FENCELINE. THIS STATION
 AI9835'IS
 AI9835'DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9835' 
 AI9835' 
 AI9835'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1025 ***********************************************************************
 FD1025  DESIGNATION -  G 10
 FD1025  PID         -  FD1025
 FD1025  STATE/COUNTY-  TN/LAWRENCE
 FD1025  USGS QUAD   -  ST JOSEPH (1976)
 FD1025
 FD1025                         *CURRENT SURVEY CONTROL
 FD1025  ___________________________________________________________________
 FD1025* NAD 83(1986)-  35 02 45.     (N)    087 32 11.     (W)     SCALED    
 FD1025* NAVD 88     -       239.361  (meters)     785.30   (feet)  ADJUSTED  
 FD1025  ___________________________________________________________________
 FD1025  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FD1025  DYNAMIC HT  -         239.135 (meters)     784.56  (feet)  COMP
 FD1025  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 FD1025
 FD1025  VERT ORDER  -  FIRST     CLASS II
 FD1025
 FD1025.The horizontal coordinates were scaled from a topographic map and have
 FD1025.an estimated accuracy of +/- 6 seconds.
 FD1025
 FD1025.The orthometric height was determined by differential leveling
 FD1025.and adjusted by the National Geodetic Survey in June 1991..
 FD1025
 FD1025.The geoid height was determined by GEOID03.
 FD1025
 FD1025.The dynamic height is computed by dividing the NAVD 88
 FD1025.geopotential number by the normal gravity value computed on the
 FD1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1025.degrees latitude (g = 980.6199 gals.).
 FD1025
 FD1025.The modeled gravity was interpolated from observed gravity values.
 FD1025
 FD1025;                    North         East    Units  Estimated Accuracy
 FD1025;SPC TN       -    80,150.      459,820.      MT  (+/- 180 meters Scaled)
 FD1025
 FD1025                          SUPERSEDED SURVEY CONTROL
 FD1025
 FD1025  NGVD 29 (??/??/92)  239.328  (m)          785.20   (f) ADJ UNCH    1 2
 FD1025
 FD1025.Superseded values are not recommended for survey control.
 FD1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1025.See file dsdata.txt to determine how the superseded data were derived.
 FD1025
 FD1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD510782(NAD 83)
 FD1025_MARKER: DB = BENCH MARK DISK
 FD1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1025_STAMPING: 785.254 G 10 1931
 FD1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1025+STABILITY: SURFACE MOTION
 FD1025
 FD1025  HISTORY     - Date     Condition        Report By
 FD1025  HISTORY     - 1931     MONUMENTED       CGS
 FD1025  HISTORY     - 1950     GOOD             NGS
 FD1025  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD1025
 FD1025                          STATION DESCRIPTION
 FD1025
 FD1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1025'1.9 MI W FROM ST JOSEPH.
 FD1025'1.9 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD1025'ST. JOSEPH, ABOUT 1/4 MILE WEST OF MILEPOST L 289, AT A ROAD
 FD1025'CROSSING, 23 FEET EAST OF THE CENTERLINE OF THE ROAD, 17 FEET
 FD1025'NORTH OF THE NORTH RAIL, AND 2 FEET EAST OF A STEEL POST WITH A
 FD1025'CONTROL MARKER.  A STANDARD DISK, STAMPED 785.254 G 10 1931
 FD1025'AND SET IN THE TOP OF A CONCRETE POST.
 FD1025
 FD1025                          STATION RECOVERY (1983)
 FD1025
 FD1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1025'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0982 ***********************************************************************
 GA0982  DESIGNATION -  G 100
 GA0982  PID         -  GA0982
 GA0982  STATE/COUNTY-  TN/GREENE
 GA0982  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0982
 GA0982                         *CURRENT SURVEY CONTROL
 GA0982  ___________________________________________________________________
 GA0982* NAD 83(1986)-  36 18 43.     (N)    082 42 00.     (W)     SCALED    
 GA0982* NAVD 88     -       506.853  (meters)    1662.90   (feet)  ADJUSTED  
 GA0982  ___________________________________________________________________
 GA0982  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0982  DYNAMIC HT  -         506.370 (meters)    1661.32  (feet)  COMP
 GA0982  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GA0982
 GA0982  VERT ORDER  -  SECOND    CLASS 0
 GA0982
 GA0982.The horizontal coordinates were scaled from a topographic map and have
 GA0982.an estimated accuracy of +/- 6 seconds.
 GA0982
 GA0982.The orthometric height was determined by differential leveling
 GA0982.and adjusted by the National Geodetic Survey in June 1991..
 GA0982
 GA0982.The geoid height was determined by GEOID03.
 GA0982
 GA0982.The dynamic height is computed by dividing the NAVD 88
 GA0982.geopotential number by the normal gravity value computed on the
 GA0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0982.degrees latitude (g = 980.6199 gals.).
 GA0982
 GA0982.The modeled gravity was interpolated from observed gravity values.
 GA0982
 GA0982;                    North         East    Units  Estimated Accuracy
 GA0982;SPC TN       -   224,520.      896,300.      MT  (+/- 180 meters Scaled)
 GA0982
 GA0982                          SUPERSEDED SURVEY CONTROL
 GA0982
 GA0982  NGVD 29 (??/??/92)  506.988  (m)         1663.34   (f) ADJ UNCH    2 0
 GA0982
 GA0982.Superseded values are not recommended for survey control.
 GA0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0982.See file dsdata.txt to determine how the superseded data were derived.
 GA0982
 GA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA473198(NAD 83)
 GA0982_MARKER: DB = BENCH MARK DISK
 GA0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0982_STAMPING: G 100 1935
 GA0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0982+STABILITY: SURFACE MOTION
 GA0982
 GA0982  HISTORY     - Date     Condition        Report By
 GA0982  HISTORY     - 1935     MONUMENTED       CGS
 GA0982
 GA0982                          STATION DESCRIPTION
 GA0982
 GA0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0982'4.2 MI N FROM JOCKEY.
 GA0982'4.2 MILES NORTH ALONG THE JEAROLDSTOWN ROAD FROM A CHURCH
 GA0982'AT JOCKEY, GREENE COUNTY, 35 YARDS NORTHWEST OF A ROAD CROSSING,
 GA0982'AT THE JOHN S. INMAN RESIDENCE, 27 FEET SOUTHWEST OF THE
 GA0982'CENTERLINE OF THE JEAROLDSTOWN ROAD, 28 YARDS NORTH OF THE
 GA0982'CENTERLINE OF THE CROSS ROAD, 42 FEET SOUTHEAST OF THE EAST FACE
 GA0982'OF THE HOUSE, 21 FEET SOUTHEAST OF A 24-INCH PINE TREE, AND 3
 GA0982'FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED G 100 1935
 GA0982'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0504 ***********************************************************************
 GA0504  DESIGNATION -  G 101
 GA0504  PID         -  GA0504
 GA0504  STATE/COUNTY-  TN/SULLIVAN
 GA0504  USGS QUAD   -  BLUFF CITY (1968)
 GA0504
 GA0504                         *CURRENT SURVEY CONTROL
 GA0504  ___________________________________________________________________
 GA0504* NAD 83(1986)-  36 29 23.     (N)    082 15 51.     (W)     SCALED    
 GA0504* NAVD 88     -       477.551  (meters)    1566.77   (feet)  ADJUSTED  
 GA0504  ___________________________________________________________________
 GA0504  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0504  DYNAMIC HT  -         477.112 (meters)    1565.33  (feet)  COMP
 GA0504  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 GA0504
 GA0504  VERT ORDER  -  SECOND    CLASS 0
 GA0504
 GA0504.The horizontal coordinates were scaled from a topographic map and have
 GA0504.an estimated accuracy of +/- 6 seconds.
 GA0504
 GA0504.The orthometric height was determined by differential leveling
 GA0504.and adjusted by the National Geodetic Survey in June 1991..
 GA0504
 GA0504.The geoid height was determined by GEOID03.
 GA0504
 GA0504.The dynamic height is computed by dividing the NAVD 88
 GA0504.geopotential number by the normal gravity value computed on the
 GA0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0504.degrees latitude (g = 980.6199 gals.).
 GA0504
 GA0504.The modeled gravity was interpolated from observed gravity values.
 GA0504
 GA0504;                    North         East    Units  Estimated Accuracy
 GA0504;SPC TN       -   245,640.      934,670.      MT  (+/- 180 meters Scaled)
 GA0504
 GA0504                          SUPERSEDED SURVEY CONTROL
 GA0504
 GA0504  NGVD 29 (??/??/92)  477.706  (m)         1567.27   (f) ADJ UNCH    2 0
 GA0504
 GA0504.Superseded values are not recommended for survey control.
 GA0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0504.See file dsdata.txt to determine how the superseded data were derived.
 GA0504
 GA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA867390(NAD 83)
 GA0504_MARKER: DB = BENCH MARK DISK
 GA0504_SETTING: 0 = UNSPECIFIED SETTING
 GA0504_STAMPING: G 101 1935
 GA0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0504
 GA0504  HISTORY     - Date     Condition        Report By
 GA0504  HISTORY     - 1935     MONUMENTED       CGS
 GA0504  HISTORY     - 1957     GOOD             TVA
 GA0504
 GA0504                          STATION DESCRIPTION
 GA0504
 GA0504'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1957
 GA0504'1.1 MI NE FROM BLUFF CITY.
 GA0504'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 11 E FROM THE SOUTHERN
 GA0504'RAILWAY STATION AT BLUFF CITY, SULLIVAN COUNTY, 14 FEET
 GA0504'NORTHWEST OF THE CENTERLINE OF FIELD ENTRANCE, 25.4 FEET WEST
 GA0504'OF THE CENTERLINE OF PAVED STATE HIGHWAY 37, 21.4 FEET NORTHWEST
 GA0504'OF TELEPHONE POLE AT GATE POST, 7.8 FEET NORTH OF NORTH GATE
 GA0504'POST, 3.9 FEET NORTHEAST OF WIRE FENCE, 7.2 FEET SOUTH OF
 GA0504'SOUTHWEST END OF 14 INCH CULVERT, AND 0.9 FEET SOUTHWEST OF STEEL
 GA0504'WITNESS POST.  A STANDARD DISK, STAMPED G 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0180 ***********************************************************************
 GA0180  DESIGNATION -  G 102
 GA0180  PID         -  GA0180
 GA0180  STATE/COUNTY-  TN/SULLIVAN
 GA0180  USGS QUAD   -  BRISTOL (1991)
 GA0180
 GA0180                         *CURRENT SURVEY CONTROL
 GA0180  ___________________________________________________________________
 GA0180* NAD 83(1986)-  36 35 05.     (N)    082 10 10.     (W)     SCALED    
 GA0180* NAVD 88     -       526.946  (meters)    1728.82   (feet)  ADJUSTED  
 GA0180  ___________________________________________________________________
 GA0180  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0180  DYNAMIC HT  -         526.465 (meters)    1727.24  (feet)  COMP
 GA0180  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 GA0180
 GA0180  VERT ORDER  -  FIRST     CLASS II
 GA0180
 GA0180.The horizontal coordinates were scaled from a topographic map and have
 GA0180.an estimated accuracy of +/- 6 seconds.
 GA0180
 GA0180.The orthometric height was determined by differential leveling
 GA0180.and adjusted by the National Geodetic Survey in June 1991..
 GA0180
 GA0180.The geoid height was determined by GEOID03.
 GA0180
 GA0180.The dynamic height is computed by dividing the NAVD 88
 GA0180.geopotential number by the normal gravity value computed on the
 GA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0180.degrees latitude (g = 980.6199 gals.).
 GA0180
 GA0180.The modeled gravity was interpolated from observed gravity values.
 GA0180
 GA0180;                    North         East    Units  Estimated Accuracy
 GA0180;SPC TN       -   256,510.      942,730.      MT  (+/- 180 meters Scaled)
 GA0180
 GA0180                          SUPERSEDED SURVEY CONTROL
 GA0180
 GA0180  NGVD 29 (??/??/92)  527.069  (m)         1729.23   (f) ADJ UNCH    1 2
 GA0180
 GA0180.Superseded values are not recommended for survey control.
 GA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0180.See file dsdata.txt to determine how the superseded data were derived.
 GA0180
 GA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA953494(NAD 83)
 GA0180_MARKER: DB = BENCH MARK DISK
 GA0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0180_STAMPING: G 102 1935
 GA0180_MARK LOGO: CGS   
 GA0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0180+STABILITY: SURFACE MOTION
 GA0180
 GA0180  HISTORY     - Date     Condition        Report By
 GA0180  HISTORY     - 1935     MONUMENTED       CGS
 GA0180  HISTORY     - 1984     GOOD             NGS
 GA0180
 GA0180                          STATION DESCRIPTION
 GA0180
 GA0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0180'AT BRISTOL.
 GA0180'AT BRISTOL, SULLIVAN COUNTY, AT THE SOUTHWEST CORNER OF THE
 GA0180'INTERSECTION OF VIRGINIA AVENUE AND MAPLE STREET, 53.5 FEET
 GA0180'SOUTH OF THE CONCRETE DRIVEWAY LEADING TO A TEXACO SERVICE
 GA0180'STATION, 7 YARDS SOUTHEAST OF THE CORNER OF A HOUSE LOCATED
 GA0180'AT 1004 VIRGINIA AVENUE, 12.6 FEET WEST OF THE WEST CURB OF
 GA0180'VIRGINIA AVENUE, 0.9 FOOT EAST OF THE EAST EDGE OF THE SIDEWALK,
 GA0180'AND LEVEL WITH THE WALK.  A STANDARD DISK, STAMPED G 102 1935
 GA0180'AND SET IN THE TOP OF A CONCRETE POST.
 GA0180
 GA0180                          STATION RECOVERY (1984)
 GA0180
 GA0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0487 ***********************************************************************
 GA0487  DESIGNATION -  G 103
 GA0487  PID         -  GA0487
 GA0487  STATE/COUNTY-  TN/SULLIVAN
 GA0487  USGS QUAD   -  CARTER (1969)
 GA0487
 GA0487                         *CURRENT SURVEY CONTROL
 GA0487  ___________________________________________________________________
 GA0487* NAD 83(1986)-  36 28 45.     (N)    082 06 59.     (W)     SCALED    
 GA0487* NAVD 88     -       546.173  (meters)    1791.90   (feet)  ADJUSTED  
 GA0487  ___________________________________________________________________
 GA0487  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0487  DYNAMIC HT  -         545.661 (meters)    1790.22  (feet)  COMP
 GA0487  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 GA0487
 GA0487  VERT ORDER  -  SECOND    CLASS 0
 GA0487
 GA0487.The horizontal coordinates were scaled from a topographic map and have
 GA0487.an estimated accuracy of +/- 6 seconds.
 GA0487
 GA0487.The orthometric height was determined by differential leveling
 GA0487.and adjusted by the National Geodetic Survey in June 1991..
 GA0487
 GA0487.The geoid height was determined by GEOID03.
 GA0487
 GA0487.The dynamic height is computed by dividing the NAVD 88
 GA0487.geopotential number by the normal gravity value computed on the
 GA0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0487.degrees latitude (g = 980.6199 gals.).
 GA0487
 GA0487.The modeled gravity was interpolated from observed gravity values.
 GA0487
 GA0487;                    North         East    Units  Estimated Accuracy
 GA0487;SPC TN       -   244,990.      947,940.      MT  (+/- 180 meters Scaled)
 GA0487
 GA0487                          SUPERSEDED SURVEY CONTROL
 GA0487
 GA0487  NGVD 29 (??/??/92)  546.295  (m)         1792.30   (f) ADJ UNCH    2 0
 GA0487
 GA0487.Superseded values are not recommended for survey control.
 GA0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0487.See file dsdata.txt to determine how the superseded data were derived.
 GA0487
 GA0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA999376(NAD 83)
 GA0487_MARKER: DB = BENCH MARK DISK
 GA0487_SETTING: 80 = SET IN A BOULDER
 GA0487_STAMPING: G 103 1935
 GA0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0487+STABILITY: SURFACE MOTION
 GA0487
 GA0487  HISTORY     - Date     Condition        Report By
 GA0487  HISTORY     - 1935     MONUMENTED       CGS
 GA0487
 GA0487                          STATION DESCRIPTION
 GA0487
 GA0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0487'0.8 MI NE FROM HICKORY TREE.
 GA0487'0.8 MILE NORTHEAST ALONG THE BEIDLEMAN MILL ROAD FROM HICKORY
 GA0487'TREE, SULLIVAN COUNTY, 2.2 MILES SOUTHEAST ALONG THE MERRILL
 GA0487'CREEK ROAD, 0.1 MILE NORTHWEST OF THE JUNCTION OF A DIRT ROAD
 GA0487'LEADING NORTHEAST, NEAR A POND, NEAR THE E.W. AND PEARL WEBBER
 GA0487'RESIDENCE, 33.5 FEET SOUTH OF THE SOUTH SIDE OF A LOG BRIDGE OVER
 GA0487'MERRILL CREEK, 22-1/2 FEET NORTHEAST OF THE CENTERLINE OF THE
 GA0487'ROAD, IN THE TOP OF A LARGE BOULDER, AND 2 FEET LOWER THAN THE
 GA0487'ROAD.  A STANDARD DISK, STAMPED G 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0979 ***********************************************************************
 FZ0979  DESIGNATION -  G 104
 FZ0979  PID         -  FZ0979
 FZ0979  STATE/COUNTY-  TN/JOHNSON
 FZ0979  USGS QUAD   -  DOE (1969)
 FZ0979
 FZ0979                         *CURRENT SURVEY CONTROL
 FZ0979  ___________________________________________________________________
 FZ0979* NAD 83(1986)-  36 22 58.     (N)    081 54 01.     (W)     SCALED    
 FZ0979* NAVD 88     -       634.340  (meters)    2081.16   (feet)  ADJUSTED  
 FZ0979  ___________________________________________________________________
 FZ0979  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FZ0979  DYNAMIC HT  -         633.707 (meters)    2079.09  (feet)  COMP
 FZ0979  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 FZ0979
 FZ0979  VERT ORDER  -  SECOND    CLASS 0
 FZ0979
 FZ0979.The horizontal coordinates were scaled from a topographic map and have
 FZ0979.an estimated accuracy of +/- 6 seconds.
 FZ0979
 FZ0979.The orthometric height was determined by differential leveling
 FZ0979.and adjusted by the National Geodetic Survey in June 1991..
 FZ0979
 FZ0979.The geoid height was determined by GEOID03.
 FZ0979
 FZ0979.The dynamic height is computed by dividing the NAVD 88
 FZ0979.geopotential number by the normal gravity value computed on the
 FZ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0979.degrees latitude (g = 980.6199 gals.).
 FZ0979
 FZ0979.The modeled gravity was interpolated from observed gravity values.
 FZ0979
 FZ0979;                    North         East    Units  Estimated Accuracy
 FZ0979;SPC TN       -   235,090.      967,740.      MT  (+/- 180 meters Scaled)
 FZ0979
 FZ0979                          SUPERSEDED SURVEY CONTROL
 FZ0979
 FZ0979  NGVD 29 (??/??/92)  634.427  (m)         2081.45   (f) ADJ UNCH    2 0
 FZ0979
 FZ0979.Superseded values are not recommended for survey control.
 FZ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0979.See file dsdata.txt to determine how the superseded data were derived.
 FZ0979
 FZ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA192267(NAD 83)
 FZ0979_MARKER: DB = BENCH MARK DISK
 FZ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0979_STAMPING: G 104 1935
 FZ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0979+STABILITY: SURFACE MOTION
 FZ0979
 FZ0979  HISTORY     - Date     Condition        Report By
 FZ0979  HISTORY     - 1935     MONUMENTED       CGS
 FZ0979
 FZ0979                          STATION DESCRIPTION
 FZ0979
 FZ0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0979'2.7 MI E FROM DOE STATION.
 FZ0979'2.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM DOE STATION
 FZ0979'(DOEVILLE POST OFFICE), JOHNSON COUNTY, 25 YARDS SOUTHWEST OF A
 FZ0979'ROAD PARALLELING THE TRACK, AT THE CROSSING OF A DIRT ROAD
 FZ0979'LEADING WEST TO DYSON GROVE CHURCH, 28 FEET NORTH OF THE CENTER
 FZ0979'OF THE CROSSING, 27 FEET NORTHEAST OF THE NORTHEAST RAIL, 15.7
 FZ0979'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE
 FZ0979'TRACK.  A STANDARD DISK, STAMPED G 104 1935 AND SET IN THE TOP OF
 FZ0979'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0457 ***********************************************************************
 GA0457  DESIGNATION -  G 105
 GA0457  PID         -  GA0457
 GA0457  STATE/COUNTY-  TN/CARTER
 GA0457  USGS QUAD   -  ELIZABETHTON (1968)
 GA0457
 GA0457                         *CURRENT SURVEY CONTROL
 GA0457  ___________________________________________________________________
 GA0457* NAD 83(1986)-  36 17 36.     (N)    082 13 56.     (W)     SCALED    
 GA0457* NAVD 88     -       529.965  (meters)    1738.73   (feet)  ADJUSTED  
 GA0457  ___________________________________________________________________
 GA0457  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0457  DYNAMIC HT  -         529.452 (meters)    1737.04  (feet)  COMP
 GA0457  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 GA0457
 GA0457  VERT ORDER  -  SECOND    CLASS 0
 GA0457
 GA0457.The horizontal coordinates were scaled from a topographic map and have
 GA0457.an estimated accuracy of +/- 6 seconds.
 GA0457
 GA0457.The orthometric height was determined by differential leveling
 GA0457.and adjusted by the National Geodetic Survey in June 1991..
 GA0457
 GA0457.The geoid height was determined by GEOID03.
 GA0457
 GA0457.The dynamic height is computed by dividing the NAVD 88
 GA0457.geopotential number by the normal gravity value computed on the
 GA0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0457.degrees latitude (g = 980.6199 gals.).
 GA0457
 GA0457.The modeled gravity was interpolated from observed gravity values.
 GA0457
 GA0457;                    North         East    Units  Estimated Accuracy
 GA0457;SPC TN       -   223,980.      938,360.      MT  (+/- 180 meters Scaled)
 GA0457
 GA0457                          SUPERSEDED SURVEY CONTROL
 GA0457
 GA0457  NGVD 29 (??/??/92)  530.106  (m)         1739.19   (f) ADJ UNCH    2 0
 GA0457
 GA0457.Superseded values are not recommended for survey control.
 GA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0457.See file dsdata.txt to determine how the superseded data were derived.
 GA0457
 GA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA893171(NAD 83)
 GA0457_MARKER: DB = BENCH MARK DISK
 GA0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0457_STAMPING: G 105 1935
 GA0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0457+STABILITY: SURFACE MOTION
 GA0457
 GA0457  HISTORY     - Date     Condition        Report By
 GA0457  HISTORY     - 1935     MONUMENTED       CGS
 GA0457  HISTORY     - 1959     GOOD             TVA
 GA0457
 GA0457                          STATION DESCRIPTION
 GA0457
 GA0457'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0457'2.4 MI SE FROM MILLIGAN COLLEGE.
 GA0457'2.4 MILES SOUTHEAST ALONG THE OAK GROVE ROAD FROM THE COLLEGE
 GA0457'AT MILLIGAN COLLEGE, CARTER COUNTY, 1.7 MILES EAST ALONG THE
 GA0457'POWDER MILL ROAD AND THE OAK CREEK ROAD, AT A CROSSROADS, 85 YARDS
 GA0457'NORTHWEST OF THE J.B. HARDING RESIDENCE, 50 YARDS NORTHWEST OF THE
 GA0457'INTERSECTION, 35 YARDS WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 GA0457'ROAD, 7 FEET NORTH OF MIDDLE OF THREE MAPLE TREES, 12 YARDS NORTH
 GA0457'OF EAST-WEST GRAVEL ROAD.  55 FEET NORTHEAST OF WOODEN BRIDGE,
 GA0457'31 YARDS SOUTHWEST OF POLE 38, AND LEVEL WITH THE ROAD.  A
 GA0457'STANDARD DISK, STAMPED G 105 1935 AND SET IN THE TOP OF A CONCRETE
 GA0457'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0792 ***********************************************************************
 GA0792  DESIGNATION -  G 106
 GA0792  PID         -  GA0792
 GA0792  STATE/COUNTY-  TN/GREENE
 GA0792  USGS QUAD   -  MOSHEIM (1971)
 GA0792
 GA0792                         *CURRENT SURVEY CONTROL
 GA0792  ___________________________________________________________________
 GA0792* NAD 83(1986)-  36 12 10.     (N)    082 52 45.     (W)     SCALED    
 GA0792* NAVD 88     -       360.026  (meters)    1181.19   (feet)  ADJUSTED  
 GA0792  ___________________________________________________________________
 GA0792  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0792  DYNAMIC HT  -         359.687 (meters)    1180.07  (feet)  COMP
 GA0792  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 GA0792
 GA0792  VERT ORDER  -  SECOND    CLASS 0
 GA0792
 GA0792.The horizontal coordinates were scaled from a topographic map and have
 GA0792.an estimated accuracy of +/- 6 seconds.
 GA0792
 GA0792.The orthometric height was determined by differential leveling
 GA0792.and adjusted by the National Geodetic Survey in June 1991..
 GA0792
 GA0792.The geoid height was determined by GEOID03.
 GA0792
 GA0792.The dynamic height is computed by dividing the NAVD 88
 GA0792.geopotential number by the normal gravity value computed on the
 GA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0792.degrees latitude (g = 980.6199 gals.).
 GA0792
 GA0792.The modeled gravity was interpolated from observed gravity values.
 GA0792
 GA0792;                    North         East    Units  Estimated Accuracy
 GA0792;SPC TN       -   211,890.      880,610.      MT  (+/- 180 meters Scaled)
 GA0792
 GA0792                          SUPERSEDED SURVEY CONTROL
 GA0792
 GA0792  NGVD 29 (??/??/92)  360.160  (m)         1181.62   (f) ADJ UNCH    2 0
 GA0792
 GA0792.Superseded values are not recommended for survey control.
 GA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0792.See file dsdata.txt to determine how the superseded data were derived.
 GA0792
 GA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA310080(NAD 83)
 GA0792_MARKER: DB = BENCH MARK DISK
 GA0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0792_STAMPING: G 106 1935
 GA0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0792+STABILITY: SURFACE MOTION
 GA0792
 GA0792  HISTORY     - Date     Condition        Report By
 GA0792  HISTORY     - 1935     MONUMENTED       CGS
 GA0792  HISTORY     - 1950     GOOD             TVA
 GA0792  HISTORY     - 1981     GOOD             LOCENG
 GA0792
 GA0792                          STATION DESCRIPTION
 GA0792
 GA0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0792'4.4 MI NW FROM GREENEVILLE.
 GA0792'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0792'AT GREENEVILLE, GREENE COUNTY, AT THE W.D. GUINN PROPERTY, 50
 GA0792'YARDS NORTH OF THE NORTHEAST CORNER OF THE STORE, 40 YARDS
 GA0792'NORTHWEST OF THE HOUSE, 45 YARDS SOUTH OF THE WEST CORNER OF A
 GA0792'LARGE BARN, 10 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, 8
 GA0792'YARDS NORTH OF A 25-INCH MAPLE TREE, 2 FEET LOWER THAN THE
 GA0792'HIGHWAY, AND 5.1 FEET NORTHEAST OF STEEL WITNESS POST.  A
 GA0792'STANDARD DISK, STAMPED G 106 1935 AND SET IN THE TOP OF A CONCRETE
 GA0792'POST.
 GA0792
 GA0792                          STATION RECOVERY (1950)
 GA0792
 GA0792'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0792'RECOVERED IN GOOD CONDITION.
 GA0792
 GA0792                          STATION RECOVERY (1981)
 GA0792
 GA0792'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GA0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0833 ***********************************************************************
 GA0833  DESIGNATION -  G 107
 GA0833  PID         -  GA0833
 GA0833  STATE/COUNTY-  TN/HAWKINS
 GA0833  USGS QUAD   -  STONY POINT (1971)
 GA0833
 GA0833                         *CURRENT SURVEY CONTROL
 GA0833  ___________________________________________________________________
 GA0833* NAD 83(1986)-  36 24 03.     (N)    082 52 20.     (W)     SCALED    
 GA0833* NAVD 88     -       349.929  (meters)    1148.06   (feet)  ADJUSTED  
 GA0833  ___________________________________________________________________
 GA0833  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0833  DYNAMIC HT  -         349.610 (meters)    1147.01  (feet)  COMP
 GA0833  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 GA0833
 GA0833  VERT ORDER  -  SECOND    CLASS 0
 GA0833
 GA0833.The horizontal coordinates were scaled from a topographic map and have
 GA0833.an estimated accuracy of +/- 6 seconds.
 GA0833
 GA0833.The orthometric height was determined by differential leveling
 GA0833.and adjusted by the National Geodetic Survey in June 1991..
 GA0833
 GA0833.The geoid height was determined by GEOID03.
 GA0833
 GA0833.The dynamic height is computed by dividing the NAVD 88
 GA0833.geopotential number by the normal gravity value computed on the
 GA0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0833.degrees latitude (g = 980.6199 gals.).
 GA0833
 GA0833.The modeled gravity was interpolated from observed gravity values.
 GA0833
 GA0833;                    North         East    Units  Estimated Accuracy
 GA0833;SPC TN       -   233,880.      880,530.      MT  (+/- 180 meters Scaled)
 GA0833
 GA0833                          SUPERSEDED SURVEY CONTROL
 GA0833
 GA0833  NGVD 29 (??/??/92)  350.075  (m)         1148.54   (f) ADJ UNCH    2 0
 GA0833
 GA0833.Superseded values are not recommended for survey control.
 GA0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0833.See file dsdata.txt to determine how the superseded data were derived.
 GA0833
 GA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA321300(NAD 83)
 GA0833_MARKER: DB = BENCH MARK DISK
 GA0833_SETTING: 66 = SET IN ROCK OUTCROP
 GA0833_SP_SET: ROCK OUTCROP
 GA0833_STAMPING: G 107 1935
 GA0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0833+STABILITY: POSITION/ELEVATION WELL
 GA0833
 GA0833  HISTORY     - Date     Condition        Report By
 GA0833  HISTORY     - 1935     MONUMENTED       CGS
 GA0833  HISTORY     - 1955     GOOD             TVA
 GA0833
 GA0833                          STATION DESCRIPTION
 GA0833
 GA0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0833'3.2 MI E FROM BUREM.
 GA0833'3.2 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0833'AT BUREM, HAWKINS COUNTY, 10 YARDS SOUTH OF THE CENTERLINE
 GA0833'OF THE ELISA JONES PRIVATE ROAD, 5 YARDS EAST OF THE CENTERLINE
 GA0833'OF THE BEECH CREEK ROAD, IN THE TOP OF A ROCK OUTCROP, 3 FEET
 GA0833'HIGHER THAN THE ROAD AND 3.7 FEET SOUTHWEST OF STATION.  A
 GA0833'STANDARD DISK, STAMPED G 107 1935.
 GA0833
 GA0833                          STATION RECOVERY (1955)
 GA0833
 GA0833'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0959 ***********************************************************************
 GA0959  DESIGNATION -  G 108
 GA0959  PID         -  GA0959
 GA0959  STATE/COUNTY-  TN/WASHINGTON
 GA0959  USGS QUAD   -  LEESBURG (1971)
 GA0959
 GA0959                         *CURRENT SURVEY CONTROL
 GA0959  ___________________________________________________________________
 GA0959* NAD 83(1986)-  36 20 22.     (N)    082 33 02.     (W)     SCALED    
 GA0959* NAVD 88     -       476.884  (meters)    1564.58   (feet)  ADJUSTED  
 GA0959  ___________________________________________________________________
 GA0959  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0959  DYNAMIC HT  -         476.433 (meters)    1563.10  (feet)  COMP
 GA0959  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 GA0959
 GA0959  VERT ORDER  -  SECOND    CLASS 0
 GA0959
 GA0959.The horizontal coordinates were scaled from a topographic map and have
 GA0959.an estimated accuracy of +/- 6 seconds.
 GA0959
 GA0959.The orthometric height was determined by differential leveling
 GA0959.and adjusted by the National Geodetic Survey in June 1991..
 GA0959
 GA0959.The geoid height was determined by GEOID03.
 GA0959
 GA0959.The dynamic height is computed by dividing the NAVD 88
 GA0959.geopotential number by the normal gravity value computed on the
 GA0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0959.degrees latitude (g = 980.6199 gals.).
 GA0959
 GA0959.The modeled gravity was interpolated from observed gravity values.
 GA0959
 GA0959;                    North         East    Units  Estimated Accuracy
 GA0959;SPC TN       -   228,040.      909,610.      MT  (+/- 180 meters Scaled)
 GA0959
 GA0959                          SUPERSEDED SURVEY CONTROL
 GA0959
 GA0959  NGVD 29 (??/??/92)  477.025  (m)         1565.04   (f) ADJ UNCH    2 0
 GA0959
 GA0959.Superseded values are not recommended for survey control.
 GA0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0959.See file dsdata.txt to determine how the superseded data were derived.
 GA0959
 GA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA608227(NAD 83)
 GA0959_MARKER: DB = BENCH MARK DISK
 GA0959_SETTING: 66 = SET IN ROCK OUTCROP
 GA0959_SP_SET: LIMESTONE OUTCROP
 GA0959_STAMPING: G 108 1935
 GA0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0959+STABILITY: POSITION/ELEVATION WELL
 GA0959
 GA0959  HISTORY     - Date     Condition        Report By
 GA0959  HISTORY     - 1935     MONUMENTED       CGS
 GA0959
 GA0959                          STATION DESCRIPTION
 GA0959
 GA0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0959'10.3 MI NE FROM LIMESTONE.
 GA0959'10.3 MILES NORTHEAST ALONG COUNTY HIGHWAYS 504 AND 500 FROM THE
 GA0959'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, 1.3 MILES NORTHEAST
 GA0959'OF THE INTERSECTION OF STATE HIGHWAY 81, AT THE I.W. COX RESIDENCE,
 GA0959'66 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 55 YARDS
 GA0959'SOUTH OF THE HOUSE, 30 YARDS NORTHWEST OF POLE 42, 24 FEET SOUTH
 GA0959'OF A GARDEN FENCE, IN THE TOP OF A LIMESTONE OUTCROP, AND LEVEL
 GA0959'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1252 ***********************************************************************
 FZ1252  DESIGNATION -  G 110
 FZ1252  PID         -  FZ1252
 FZ1252  STATE/COUNTY-  TN/JOHNSON
 FZ1252  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1252
 FZ1252                         *CURRENT SURVEY CONTROL
 FZ1252  ___________________________________________________________________
 FZ1252* NAD 83(1986)-  36 32 20.     (N)    081 56 53.     (W)     SCALED    
 FZ1252* NAVD 88     -      1031.433  (meters)    3383.96   (feet)  ADJUSTED  
 FZ1252  ___________________________________________________________________
 FZ1252  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1252  DYNAMIC HT  -        1030.447 (meters)    3380.72  (feet)  COMP
 FZ1252  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 FZ1252
 FZ1252  VERT ORDER  -  SECOND    CLASS 0
 FZ1252
 FZ1252.The horizontal coordinates were scaled from a topographic map and have
 FZ1252.an estimated accuracy of +/- 6 seconds.
 FZ1252
 FZ1252.The orthometric height was determined by differential leveling
 FZ1252.and adjusted by the National Geodetic Survey in June 1991..
 FZ1252
 FZ1252.The geoid height was determined by GEOID03.
 FZ1252
 FZ1252.The dynamic height is computed by dividing the NAVD 88
 FZ1252.geopotential number by the normal gravity value computed on the
 FZ1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1252.degrees latitude (g = 980.6199 gals.).
 FZ1252
 FZ1252.The modeled gravity was interpolated from observed gravity values.
 FZ1252
 FZ1252;                    North         East    Units  Estimated Accuracy
 FZ1252;SPC TN       -   252,220.      962,740.      MT  (+/- 180 meters Scaled)
 FZ1252
 FZ1252                          SUPERSEDED SURVEY CONTROL
 FZ1252
 FZ1252  NGVD 29 (??/??/92) 1031.538  (m)         3384.30   (f) ADJ UNCH    2 0
 FZ1252
 FZ1252.Superseded values are not recommended for survey control.
 FZ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1252.See file dsdata.txt to determine how the superseded data were derived.
 FZ1252
 FZ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA151441(NAD 83)
 FZ1252_MARKER: DB = BENCH MARK DISK
 FZ1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1252_STAMPING: G 110 1935
 FZ1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1252+STABILITY: SURFACE MOTION
 FZ1252
 FZ1252  HISTORY     - Date     Condition        Report By
 FZ1252  HISTORY     - 1935     MONUMENTED       CGS
 FZ1252
 FZ1252                          STATION DESCRIPTION
 FZ1252
 FZ1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1252'2.6 MI NW FROM SHADY VALLEY.
 FZ1252'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE INTERSECTION
 FZ1252'OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON COUNTY, 36 YARDS
 FZ1252'EAST OF THE JOHNSON-SULLIVAN COUNTY-LINE SIGN, 43 FEET NORTHEAST
 FZ1252'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A SHACK, AND
 FZ1252'2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 110 1935
 FZ1252'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1253 ***********************************************************************
 FZ1253  DESIGNATION -  G 110 X
 FZ1253  PID         -  FZ1253
 FZ1253  STATE/COUNTY-  TN/SULLIVAN
 FZ1253  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1253
 FZ1253                         *CURRENT SURVEY CONTROL
 FZ1253  ___________________________________________________________________
 FZ1253* NAD 83(1986)-  36 32 11.     (N)    081 57 42.     (W)     SCALED    
 FZ1253* NAVD 88     -       937.850  (meters)    3076.93   (feet)  ADJUSTED  
 FZ1253  ___________________________________________________________________
 FZ1253  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1253  DYNAMIC HT  -         936.954 (meters)    3073.99  (feet)  COMP
 FZ1253  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 FZ1253
 FZ1253  VERT ORDER  -  SECOND    CLASS 0
 FZ1253
 FZ1253.The horizontal coordinates were scaled from a topographic map and have
 FZ1253.an estimated accuracy of +/- 6 seconds.
 FZ1253
 FZ1253.The orthometric height was determined by differential leveling
 FZ1253.and adjusted by the National Geodetic Survey in June 1991..
 FZ1253
 FZ1253.The geoid height was determined by GEOID03.
 FZ1253
 FZ1253.The dynamic height is computed by dividing the NAVD 88
 FZ1253.geopotential number by the normal gravity value computed on the
 FZ1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1253.degrees latitude (g = 980.6199 gals.).
 FZ1253
 FZ1253.The modeled gravity was interpolated from observed gravity values.
 FZ1253
 FZ1253;                    North         East    Units  Estimated Accuracy
 FZ1253;SPC TN       -   251,890.      961,540.      MT  (+/- 180 meters Scaled)
 FZ1253
 FZ1253                          SUPERSEDED SURVEY CONTROL
 FZ1253
 FZ1253  NGVD 29 (??/??/92)  937.952  (m)         3077.26   (f) ADJ UNCH    2 0
 FZ1253
 FZ1253.Superseded values are not recommended for survey control.
 FZ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1253.See file dsdata.txt to determine how the superseded data were derived.
 FZ1253
 FZ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA139438(NAD 83)
 FZ1253_MARKER: DB = BENCH MARK DISK
 FZ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1253_STAMPING: G 110 X 1935
 FZ1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1253+STABILITY: SURFACE MOTION
 FZ1253
 FZ1253  HISTORY     - Date     Condition        Report By
 FZ1253  HISTORY     - 1935     MONUMENTED       CGS
 FZ1253
 FZ1253                          STATION DESCRIPTION
 FZ1253
 FZ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1253'3.7 MI W FROM SHADY VALLEY.
 FZ1253'IN SULLIVAN COUNTY, 3.7 MILES WEST ALONG U.S. HIGHWAY 421 FROM
 FZ1253'THE INTERSECTION OF STATE HIGHWAY 91 AT SHADY VALLEY, JOHNSON
 FZ1253'COUNTY, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FZ1253'25 FEET NORTH OF THE EDGE OF THE WOODS, 10.8 FEET SOUTH OF THE
 FZ1253'SOUTHWEST HEADWALL OF A CONCRETE CULVERT, AND 3-1/2 FEET HIGHER
 FZ1253'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 110 X 1935 AND SET
 FZ1253'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0612 ***********************************************************************
 GA0612  DESIGNATION -  G 112
 GA0612  PID         -  GA0612
 GA0612  STATE/COUNTY-  TN/UNICOI
 GA0612  USGS QUAD   -  UNICOI (1978)
 GA0612
 GA0612                         *CURRENT SURVEY CONTROL
 GA0612  ___________________________________________________________________
 GA0612* NAD 83(1986)-  36 10 37.     (N)    082 16 32.     (W)     SCALED    
 GA0612* NAVD 88     -       697.815  (meters)    2289.41   (feet)  ADJUSTED  
 GA0612  ___________________________________________________________________
 GA0612  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA0612  DYNAMIC HT  -         697.094 (meters)    2287.05  (feet)  COMP
 GA0612  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 GA0612
 GA0612  VERT ORDER  -  SECOND    CLASS 0
 GA0612
 GA0612.The horizontal coordinates were scaled from a topographic map and have
 GA0612.an estimated accuracy of +/- 6 seconds.
 GA0612
 GA0612.The orthometric height was determined by differential leveling
 GA0612.and adjusted by the National Geodetic Survey in June 1991..
 GA0612
 GA0612.The geoid height was determined by GEOID03.
 GA0612
 GA0612.The dynamic height is computed by dividing the NAVD 88
 GA0612.geopotential number by the normal gravity value computed on the
 GA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0612.degrees latitude (g = 980.6199 gals.).
 GA0612
 GA0612.The modeled gravity was interpolated from observed gravity values.
 GA0612
 GA0612;                    North         East    Units  Estimated Accuracy
 GA0612;SPC TN       -   210,920.      934,970.      MT  (+/- 180 meters Scaled)
 GA0612
 GA0612                          SUPERSEDED SURVEY CONTROL
 GA0612
 GA0612  NGVD 29 (??/??/92)  697.891  (m)         2289.66   (f) ADJ UNCH    2 0
 GA0612
 GA0612.Superseded values are not recommended for survey control.
 GA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0612.See file dsdata.txt to determine how the superseded data were derived.
 GA0612
 GA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA852043(NAD 83)
 GA0612_MARKER: DB = BENCH MARK DISK
 GA0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0612_STAMPING: G 112 1935
 GA0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0612+STABILITY: SURFACE MOTION
 GA0612
 GA0612  HISTORY     - Date     Condition        Report By
 GA0612  HISTORY     - 1935     MONUMENTED       CGS
 GA0612
 GA0612                          STATION DESCRIPTION
 GA0612
 GA0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0612'1.1 MI NW FROM LIMESTONE COVE.
 GA0612'1.1 MILES NORTHWEST ALONG THE UNICOI ROAD FROM THE POST OFFICE
 GA0612'AT LIMESTONE COVE, UNICOI COUNTY, 75 YARDS NORTHWEST OF THE W.
 GA0612'BERCHFIELD FRAME RESIDENCE SOUTH OF THE ROAD, 34 FEET NORTH OF
 GA0612'THE CENTERLINE OF THE ROAD, 20 YARDS EAST OF A 24-INCH SYCAMORE
 GA0612'TREE, 8 FEET SOUTHWEST OF AN 8-INCH EVERGREEN TREE, AND LEVEL
 GA0612'WITH THE ROAD.  A STANDARD DISK, STAMPED G 112 1935 AND SET IN THE
 GA0612'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0972 ***********************************************************************
 GA0972  DESIGNATION -  G 113
 GA0972  PID         -  GA0972
 GA0972  STATE/COUNTY-  TN/WASHINGTON
 GA0972  USGS QUAD   -  TELFORD (1971)
 GA0972
 GA0972                         *CURRENT SURVEY CONTROL
 GA0972  ___________________________________________________________________
 GA0972* NAD 83(1986)-  36 11 55.     (N)    082 32 03.     (W)     SCALED    
 GA0972* NAVD 88     -       488.674  (meters)    1603.26   (feet)  POSTED    
 GA0972  ___________________________________________________________________
 GA0972  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA0972  DYNAMIC HT  -         488.210 (meters)    1601.74  (feet)  COMP
 GA0972  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 GA0972
 GA0972  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0972
 GA0972.The horizontal coordinates were scaled from a topographic map and have
 GA0972.an estimated accuracy of +/- 6 seconds.
 GA0972
 GA0972.The orthometric height was determined by differential leveling
 GA0972.and adjusted by the National Geodetic Survey in 1992..
 GA0972.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0972.rate of 0.0 thru 1.0 mm/km.
 GA0972
 GA0972.The geoid height was determined by GEOID03.
 GA0972
 GA0972.The dynamic height is computed by dividing the NAVD 88
 GA0972.geopotential number by the normal gravity value computed on the
 GA0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0972.degrees latitude (g = 980.6199 gals.).
 GA0972
 GA0972.The modeled gravity was interpolated from observed gravity values.
 GA0972
 GA0972;                    North         East    Units  Estimated Accuracy
 GA0972;SPC TN       -   212,470.      911,630.      MT  (+/- 180 meters Scaled)
 GA0972
 GA0972                          SUPERSEDED SURVEY CONTROL
 GA0972
 GA0972  NGVD 29 (??/??/92)  488.819  (m)         1603.73   (f) ADJ UNCH    2 0
 GA0972
 GA0972.Superseded values are not recommended for survey control.
 GA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0972.See file dsdata.txt to determine how the superseded data were derived.
 GA0972
 GA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA620070(NAD 83)
 GA0972_MARKER: DB = BENCH MARK DISK
 GA0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0972_STAMPING: G 113 1935
 GA0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0972+STABILITY: SURFACE MOTION
 GA0972
 GA0972  HISTORY     - Date     Condition        Report By
 GA0972  HISTORY     - 1935     MONUMENTED       CGS
 GA0972  HISTORY     - 1955     GOOD             NGS
 GA0972
 GA0972                          STATION DESCRIPTION
 GA0972
 GA0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0972'6 MI S FROM TELFORD.
 GA0972'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0972'AT TELFORD, WASHINGTON COUNTY, THENCE 3.3 MILES SOUTHEAST ALONG
 GA0972'COUNTY ROADS, 0.2 MILE SOUTH OF A Y-ROAD INTERSECTION, AT THE
 GA0972'J.R. KYKER RESIDENCE, 71 YARDS SOUTHWEST OF THE SOUTHWEST
 GA0972'CORNER OF THE HOUSE, 51 FEET NORTHEAST OF A LARGE BARN, 16 FEET
 GA0972'NORTHWEST OF THE CENTERLINE OF THE ROAD, AT A FENCE, AND LEVEL
 GA0972'WITH THE ROAD.  A STANDARD DISK, STAMPED G 113 1935 AND SET
 GA0972'IN THE TOP OF A CONCRETE POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1920 ***********************************************************************
 GA1920  DESIGNATION -  G 114
 GA1920  PID         -  GA1920
 GA1920  STATE/COUNTY-  TN/GREENE
 GA1920  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1920
 GA1920                         *CURRENT SURVEY CONTROL
 GA1920  ___________________________________________________________________
 GA1920* NAD 83(1986)-  36 04 53.     (N)    083 02 27.     (W)     SCALED    
 GA1920* NAVD 88     -       386.182  (meters)    1267.00   (feet)  ADJUSTED  
 GA1920  ___________________________________________________________________
 GA1920  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA1920  DYNAMIC HT  -         385.818 (meters)    1265.80  (feet)  COMP
 GA1920  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 GA1920
 GA1920  VERT ORDER  -  SECOND    CLASS 0
 GA1920
 GA1920.The horizontal coordinates were scaled from a topographic map and have
 GA1920.an estimated accuracy of +/- 6 seconds.
 GA1920
 GA1920.The orthometric height was determined by differential leveling
 GA1920.and adjusted by the National Geodetic Survey in June 1991..
 GA1920
 GA1920.The geoid height was determined by GEOID03.
 GA1920
 GA1920.The dynamic height is computed by dividing the NAVD 88
 GA1920.geopotential number by the normal gravity value computed on the
 GA1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1920.degrees latitude (g = 980.6199 gals.).
 GA1920
 GA1920.The modeled gravity was interpolated from observed gravity values.
 GA1920
 GA1920;                    North         East    Units  Estimated Accuracy
 GA1920;SPC TN       -   197,980.      866,480.      MT  (+/- 180 meters Scaled)
 GA1920
 GA1920                          SUPERSEDED SURVEY CONTROL
 GA1920
 GA1920  NGVD 29 (??/??/92)  386.336  (m)         1267.50   (f) ADJ UNCH    2 0
 GA1920
 GA1920.Superseded values are not recommended for survey control.
 GA1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1920.See file dsdata.txt to determine how the superseded data were derived.
 GA1920
 GA1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV162949(NAD 83)
 GA1920_MARKER: DB = BENCH MARK DISK
 GA1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1920_STAMPING: G 114 1935
 GA1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1920+STABILITY: SURFACE MOTION
 GA1920
 GA1920  HISTORY     - Date     Condition        Report By
 GA1920  HISTORY     - 1935     MONUMENTED       CGS
 GA1920
 GA1920                          STATION DESCRIPTION
 GA1920
 GA1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1920'4.8 MI NW FROM CANEY BRANCH.
 GA1920'4.8 MILES NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA1920'OFFICE AT CANEY BRANCH, 0.4 MILE NORTHWEST OF THE JUNCTION OF
 GA1920'A ROAD LEADING EAST, 0.15 MILE SOUTHEAST OF THE AMBROSE EASTERLY
 GA1920'RESIDENCE, 25 YARDS NORTHWEST OF A TWIN 24-INCH CEDAR TREE, 13.5
 GA1920'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, ON THE SLOPE
 GA1920'OF A HILL, 30 FEET EAST OF THE CENTER OF A GATE, 1 FOOT SOUTHWEST
 GA1920'OF A FENCE LINE, AND LEVEL WITH THE HIGHWAY, 27 FEET NORTHEAST
 GA1920'OF A 4 IN CEDAR TREE AND 1 FOOT SOUTHEAST OF A STEEL WITNESS
 GA1920'POST.  A STANDARD DISK, STAMPED G 114 1935 AND SET IN THE
 GA1920'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1921 ***********************************************************************
 GA1921  DESIGNATION -  G 114 X
 GA1921  PID         -  GA1921
 GA1921  STATE/COUNTY-  TN/GREENE
 GA1921  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1921
 GA1921                         *CURRENT SURVEY CONTROL
 GA1921  ___________________________________________________________________
 GA1921* NAD 83(1986)-  36 04 42.     (N)    083 02 05.     (W)     SCALED    
 GA1921* NAVD 88     -       367.989  (meters)    1207.31   (feet)  ADJUSTED  
 GA1921  ___________________________________________________________________
 GA1921  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA1921  DYNAMIC HT  -         367.642 (meters)    1206.17  (feet)  COMP
 GA1921  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 GA1921
 GA1921  VERT ORDER  -  SECOND    CLASS 0
 GA1921
 GA1921.The horizontal coordinates were scaled from a topographic map and have
 GA1921.an estimated accuracy of +/- 6 seconds.
 GA1921
 GA1921.The orthometric height was determined by differential leveling
 GA1921.and adjusted by the National Geodetic Survey in June 1991..
 GA1921
 GA1921.The geoid height was determined by GEOID03.
 GA1921
 GA1921.The dynamic height is computed by dividing the NAVD 88
 GA1921.geopotential number by the normal gravity value computed on the
 GA1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1921.degrees latitude (g = 980.6199 gals.).
 GA1921
 GA1921.The modeled gravity was interpolated from observed gravity values.
 GA1921
 GA1921;                    North         East    Units  Estimated Accuracy
 GA1921;SPC TN       -   197,650.      867,040.      MT  (+/- 180 meters Scaled)
 GA1921
 GA1921                          SUPERSEDED SURVEY CONTROL
 GA1921
 GA1921  NGVD 29 (??/??/92)  368.143  (m)         1207.82   (f) ADJ UNCH    2 0
 GA1921
 GA1921.Superseded values are not recommended for survey control.
 GA1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1921.See file dsdata.txt to determine how the superseded data were derived.
 GA1921
 GA1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV167945(NAD 83)
 GA1921_MARKER: DB = BENCH MARK DISK
 GA1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1921_STAMPING: G 114 X 1935
 GA1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1921+STABILITY: SURFACE MOTION
 GA1921
 GA1921  HISTORY     - Date     Condition        Report By
 GA1921  HISTORY     - 1935     MONUMENTED       CGS
 GA1921
 GA1921                          STATION DESCRIPTION
 GA1921
 GA1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1921'4.3 MI NW FROM CANEY BRANCH.
 GA1921'4.3 MILES NORTHWEST ALONG THE WARRENBURG HIGHWAY FROM THE POST
 GA1921'OFFICE AT CANEY BRANCH, 0.1 MILE SOUTH OF THE THOMAS NESTLER
 GA1921'RESIDENCE AT THE JUNCTION OF A ROAD LEADING EAST, IN A SMALL
 GA1921'VALLEY AT THE NORTH BASE OF A HILL, 20 YARDS SOUTH OF A WOODEN
 GA1921'CULVERT, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.7
 GA1921'FEET WEST OF A FENCE LINE, 1 FOOT HIGHER THAN THE HIGHWAY,
 GA1921'3.3 FEET SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD DISK,
 GA1921'STAMPED G 114 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0687 ***********************************************************************
 GA0687  DESIGNATION -  G 115
 GA0687  PID         -  GA0687
 GA0687  STATE/COUNTY-  TN/GREENE
 GA0687  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0687
 GA0687                         *CURRENT SURVEY CONTROL
 GA0687  ___________________________________________________________________
 GA0687* NAD 83(1986)-  36 06 20.     (N)    082 46 18.     (W)     SCALED    
 GA0687* NAVD 88     -       426.637  (meters)    1399.72   (feet)  ADJUSTED  
 GA0687  ___________________________________________________________________
 GA0687  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0687  DYNAMIC HT  -         426.229 (meters)    1398.39  (feet)  COMP
 GA0687  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 GA0687
 GA0687  VERT ORDER  -  SECOND    CLASS 0
 GA0687
 GA0687.The horizontal coordinates were scaled from a topographic map and have
 GA0687.an estimated accuracy of +/- 6 seconds.
 GA0687
 GA0687.The orthometric height was determined by differential leveling
 GA0687.and adjusted by the National Geodetic Survey in June 1991..
 GA0687
 GA0687.The geoid height was determined by GEOID03.
 GA0687
 GA0687.The dynamic height is computed by dividing the NAVD 88
 GA0687.geopotential number by the normal gravity value computed on the
 GA0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0687.degrees latitude (g = 980.6199 gals.).
 GA0687
 GA0687.The modeled gravity was interpolated from observed gravity values.
 GA0687
 GA0687;                    North         East    Units  Estimated Accuracy
 GA0687;SPC TN       -   201,420.      890,630.      MT  (+/- 180 meters Scaled)
 GA0687
 GA0687                          SUPERSEDED SURVEY CONTROL
 GA0687
 GA0687  NGVD 29 (??/??/92)  426.761  (m)         1400.13   (f) ADJ UNCH    2 0
 GA0687
 GA0687.Superseded values are not recommended for survey control.
 GA0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0687.See file dsdata.txt to determine how the superseded data were derived.
 GA0687
 GA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV405971(NAD 83)
 GA0687_MARKER: DB = BENCH MARK DISK
 GA0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0687_STAMPING: G 115 1935
 GA0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0687+STABILITY: SURFACE MOTION
 GA0687
 GA0687  HISTORY     - Date     Condition        Report By
 GA0687  HISTORY     - 1935     MONUMENTED       CGS
 GA0687  HISTORY     - 1950     GOOD             TVA
 GA0687
 GA0687                          STATION DESCRIPTION
 GA0687
 GA0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0687'1 MI SE FROM JONES BRIDGE.
 GA0687'1.0 MILE SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0687'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, 0.2 MILE
 GA0687'EAST OF JONES SCHOOL, AT FANNANS CROSSROADS, AT THE JUNCTION OF
 GA0687'THE OLD JONESBORO HIGHWAY, 42 YARDS SOUTHEAST OF THE JUNCTION,
 GA0687'29.5 FEET SOUTH OF THE SOUTH CORNER OF THE HOME OF MRS. FANNAN,
 GA0687'26.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 8.5 FEET NORTH
 GA0687'OF A FENCE CORNER, 4.5 FEET NORTHWEST OF A FENCE LINE, AND LEVEL
 GA0687'WITH THE ROAD.  A STANDARD DISK, STAMPED G 115 1935 AND SET IN
 GA0687'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 GA0687
 GA0687                          STATION RECOVERY (1950)
 GA0687
 GA0687'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0591 ***********************************************************************
 GA0591  DESIGNATION -  G 116
 GA0591  PID         -  GA0591
 GA0591  STATE/COUNTY-  TN/WASHINGTON
 GA0591  USGS QUAD   -  JONESBOROUGH (1968)
 GA0591
 GA0591                         *CURRENT SURVEY CONTROL
 GA0591  ___________________________________________________________________
 GA0591* NAD 83(1986)-  36 16 17.     (N)    082 28 31.     (W)     SCALED    
 GA0591* NAVD 88     -       528.923  (meters)    1735.31   (feet)  ADJUSTED  
 GA0591  ___________________________________________________________________
 GA0591  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0591  DYNAMIC HT  -         528.417 (meters)    1733.65  (feet)  COMP
 GA0591  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 GA0591
 GA0591  VERT ORDER  -  SECOND    CLASS 0
 GA0591
 GA0591.The horizontal coordinates were scaled from a topographic map and have
 GA0591.an estimated accuracy of +/- 6 seconds.
 GA0591
 GA0591.The orthometric height was determined by differential leveling
 GA0591.and adjusted by the National Geodetic Survey in June 1991..
 GA0591
 GA0591.The geoid height was determined by GEOID03.
 GA0591
 GA0591.The dynamic height is computed by dividing the NAVD 88
 GA0591.geopotential number by the normal gravity value computed on the
 GA0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0591.degrees latitude (g = 980.6199 gals.).
 GA0591
 GA0591.The modeled gravity was interpolated from observed gravity values.
 GA0591
 GA0591;                    North         East    Units  Estimated Accuracy
 GA0591;SPC TN       -   220,730.      916,630.      MT  (+/- 180 meters Scaled)
 GA0591
 GA0591                          SUPERSEDED SURVEY CONTROL
 GA0591
 GA0591  NGVD 29 (??/??/92)  529.059  (m)         1735.75   (f) ADJ UNCH    2 0
 GA0591
 GA0591.Superseded values are not recommended for survey control.
 GA0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0591.See file dsdata.txt to determine how the superseded data were derived.
 GA0591
 GA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA674150(NAD 83)
 GA0591_MARKER: DB = BENCH MARK DISK
 GA0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0591_STAMPING: G 116 1935
 GA0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0591+STABILITY: SURFACE MOTION
 GA0591
 GA0591  HISTORY     - Date     Condition        Report By
 GA0591  HISTORY     - 1935     MONUMENTED       CGS
 GA0591
 GA0591                          STATION DESCRIPTION
 GA0591
 GA0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0591'2.2 MI SW FROM JONESBORO.
 GA0591'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0591'AT JONESBORO, WASHINGTON COUNTY, 1.1 MILES SOUTHEAST OF THE
 GA0591'JUNCTION OF U.S. HIGHWAY 11 E, AT THE JAMES DOCK RESIDENCE, 51
 GA0591'FEET EAST OF THE EAST CORNER OF THE HOUSE, 30 YARDS SOUTHWEST OF
 GA0591'A SMALL STORE, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST, 22
 GA0591'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTHEAST
 GA0591'OF THE EXTENDED CENTERLINE OF THE ROAD, 15 FEET SOUTHWEST OF A
 GA0591'FENCE LINE, 4.6 FEET NORTHWEST OF A POLE, 3.8 FEET WEST OF A FENCE
 GA0591'CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0591'G 116 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GA0591'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0639 ***********************************************************************
 GA0639  DESIGNATION -  G 117
 GA0639  PID         -  GA0639
 GA0639  STATE/COUNTY-  TN/SULLIVAN
 GA0639  USGS QUAD   -  BOONE DAM (1968)
 GA0639
 GA0639                         *CURRENT SURVEY CONTROL
 GA0639  ___________________________________________________________________
 GA0639* NAD 83(1986)-  36 26 39.     (N)    082 29 46.     (W)     SCALED    
 GA0639* NAVD 88     -       443.264  (meters)    1454.28   (feet)  ADJUSTED  
 GA0639  ___________________________________________________________________
 GA0639  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0639  DYNAMIC HT  -         442.850 (meters)    1452.92  (feet)  COMP
 GA0639  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 GA0639
 GA0639  VERT ORDER  -  SECOND    CLASS 0
 GA0639
 GA0639.The horizontal coordinates were scaled from a topographic map and have
 GA0639.an estimated accuracy of +/- 6 seconds.
 GA0639
 GA0639.The orthometric height was determined by differential leveling
 GA0639.and adjusted by the National Geodetic Survey in June 1991..
 GA0639
 GA0639.The geoid height was determined by GEOID03.
 GA0639
 GA0639.The dynamic height is computed by dividing the NAVD 88
 GA0639.geopotential number by the normal gravity value computed on the
 GA0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0639.degrees latitude (g = 980.6199 gals.).
 GA0639
 GA0639.The modeled gravity was interpolated from observed gravity values.
 GA0639
 GA0639;                    North         East    Units  Estimated Accuracy
 GA0639;SPC TN       -   239,820.      914,080.      MT  (+/- 180 meters Scaled)
 GA0639
 GA0639                          SUPERSEDED SURVEY CONTROL
 GA0639
 GA0639  NGVD 29 (??/??/92)  443.405  (m)         1454.74   (f) ADJ UNCH    2 0
 GA0639
 GA0639.Superseded values are not recommended for survey control.
 GA0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0639.See file dsdata.txt to determine how the superseded data were derived.
 GA0639
 GA0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA659342(NAD 83)
 GA0639_MARKER: DB = BENCH MARK DISK
 GA0639_SETTING: 0 = UNSPECIFIED SETTING
 GA0639_STAMPING: G 117 1935
 GA0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0639
 GA0639  HISTORY     - Date     Condition        Report By
 GA0639  HISTORY     - 1935     MONUMENTED       CGS
 GA0639  HISTORY     - 1950     GOOD             TVA
 GA0639
 GA0639                          STATION DESCRIPTION
 GA0639
 GA0639'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA0639'0.9 MI S FROM FORDTOWN.
 GA0639'0.9 MILE SOUTH ALONG THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY
 GA0639'FROM THE STATION AT FORDTOWN, SULLIVAN COUNTY, 12.4 FEET SOUTH OF
 GA0639'CENTERLINE OF RAILROAD TRACK, 132 FEET NORTHWEST OF NORTHWEST
 GA0639'CORNER OF 1-STORY HOUSE LOCATED ON SOUTH SIDE OF ROAD, 42 FEET
 GA0639'NORTHWEST OF NAIL IN BOTTLE CAP IN POWER POLE BETWEEN ROAD AND
 GA0639'RAILROAD, 87.5 FEET NORTHEAST OF NAIL IN BOTTLE CAP IN POWER
 GA0639'POLE BETWEEN ROAD AND RAILROAD.  A STANDARD DISK, STAMPED G
 GA0639'117 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0986 ***********************************************************************
 GA0986  DESIGNATION -  G 118
 GA0986  PID         -  GA0986
 GA0986  STATE/COUNTY-  TN/GREENE
 GA0986  USGS QUAD   -  CEDAR CREEK (1980)
 GA0986
 GA0986                         *CURRENT SURVEY CONTROL
 GA0986  ___________________________________________________________________
 GA0986* NAD 83(1986)-  36 05 56.     (N)    082 55 49.     (W)     SCALED    
 GA0986* NAVD 88     -       394.980  (meters)    1295.86   (feet)  ADJUSTED  
 GA0986  ___________________________________________________________________
 GA0986  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0986  DYNAMIC HT  -         394.606 (meters)    1294.64  (feet)  COMP
 GA0986  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 GA0986
 GA0986  VERT ORDER  -  SECOND    CLASS 0
 GA0986
 GA0986.The horizontal coordinates were scaled from a topographic map and have
 GA0986.an estimated accuracy of +/- 6 seconds.
 GA0986
 GA0986.The orthometric height was determined by differential leveling
 GA0986.and adjusted by the National Geodetic Survey in June 1991..
 GA0986
 GA0986.The geoid height was determined by GEOID03.
 GA0986
 GA0986.The dynamic height is computed by dividing the NAVD 88
 GA0986.geopotential number by the normal gravity value computed on the
 GA0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0986.degrees latitude (g = 980.6199 gals.).
 GA0986
 GA0986.The modeled gravity was interpolated from observed gravity values.
 GA0986
 GA0986;                    North         East    Units  Estimated Accuracy
 GA0986;SPC TN       -   200,220.      876,380.      MT  (+/- 180 meters Scaled)
 GA0986
 GA0986                          SUPERSEDED SURVEY CONTROL
 GA0986
 GA0986  NGVD 29 (??/??/92)  395.127  (m)         1296.35   (f) ADJ UNCH    2 0
 GA0986
 GA0986.Superseded values are not recommended for survey control.
 GA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0986.See file dsdata.txt to determine how the superseded data were derived.
 GA0986
 GA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV262966(NAD 83)
 GA0986_MARKER: DB = BENCH MARK DISK
 GA0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0986_STAMPING: G 118 1935
 GA0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0986+STABILITY: SURFACE MOTION
 GA0986
 GA0986  HISTORY     - Date     Condition        Report By
 GA0986  HISTORY     - 1935     MONUMENTED       CGS
 GA0986  HISTORY     - 1950     GOOD             TVA
 GA0986
 GA0986                          STATION DESCRIPTION
 GA0986
 GA0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0986'5.2 MI NE FROM CANEY BRANCH.
 GA0986'5.2 MILES NORTHEAST ALONG U.S. HIGHWAY 411 FROM THE POST OFFICE
 GA0986'AT CANEY BRANCH, GREENE COUNTY, 0.2 MILE SOUTHWEST OF RUSSELL
 GA0986'CROSSROAD, AT THE B.K. DUNCAN RESIDENCE, 49.5 FEET NORTH OF THE
 GA0986'NORTHEAST CORNER OF THE HOUSE, 22.5 FEET SOUTH OF THE CENTERLINE
 GA0986'OF U.S. HIGHWAY 411, 1 FOOT WEST OF A WIRE-FENCE LINE, 1 FOOT
 GA0986'HIGHER THAN THE HIGHWAY AND 3 FEET SOUTHWEST OF POWER
 GA0986'TRANSFORMER POLE 118.  A STANDARD DISK, STAMPED G 118 1935
 GA0986'AND SET IN THE TOP OF A CONCRETE POST.
 GA0986
 GA0986                          STATION RECOVERY (1950)
 GA0986
 GA0986'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1932 ***********************************************************************
 GA1932  DESIGNATION -  G 119
 GA1932  PID         -  GA1932
 GA1932  STATE/COUNTY-  TN/GREENE
 GA1932  USGS QUAD   -  SPRINGVALE (1980)
 GA1932
 GA1932                         *CURRENT SURVEY CONTROL
 GA1932  ___________________________________________________________________
 GA1932* NAD 83(1986)-  36 09 08.     (N)    083 07 56.     (W)     SCALED    
 GA1932* NAVD 88     -       334.142  (meters)    1096.26   (feet)  ADJUSTED  
 GA1932  ___________________________________________________________________
 GA1932  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA1932  DYNAMIC HT  -         333.832 (meters)    1095.25  (feet)  COMP
 GA1932  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 GA1932
 GA1932  VERT ORDER  -  SECOND    CLASS 0
 GA1932
 GA1932.The horizontal coordinates were scaled from a topographic map and have
 GA1932.an estimated accuracy of +/- 6 seconds.
 GA1932
 GA1932.The orthometric height was determined by differential leveling
 GA1932.and adjusted by the National Geodetic Survey in June 1991..
 GA1932
 GA1932.The geoid height was determined by GEOID03.
 GA1932
 GA1932.The dynamic height is computed by dividing the NAVD 88
 GA1932.geopotential number by the normal gravity value computed on the
 GA1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1932.degrees latitude (g = 980.6199 gals.).
 GA1932
 GA1932.The modeled gravity was interpolated from observed gravity values.
 GA1932
 GA1932;                    North         East    Units  Estimated Accuracy
 GA1932;SPC TN       -   205,590.      858,030.      MT  (+/- 180 meters Scaled)
 GA1932
 GA1932                          SUPERSEDED SURVEY CONTROL
 GA1932
 GA1932  NGVD 29 (??/??/92)  334.296  (m)         1096.77   (f) ADJ UNCH    2 0
 GA1932
 GA1932.Superseded values are not recommended for survey control.
 GA1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1932.See file dsdata.txt to determine how the superseded data were derived.
 GA1932
 GA1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA081029(NAD 83)
 GA1932_MARKER: DB = BENCH MARK DISK
 GA1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1932_STAMPING: G 119 1935
 GA1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1932+STABILITY: SURFACE MOTION
 GA1932
 GA1932  HISTORY     - Date     Condition        Report By
 GA1932  HISTORY     - 1935     MONUMENTED       CGS
 GA1932
 GA1932                          STATION DESCRIPTION
 GA1932
 GA1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1932'0.9 MI NE FROM BEULAH.
 GA1932'0.9 MILE NORTHEAST ALONG THE MOHAWK ROAD FROM THE CHURCH AT
 GA1932'BEULAH, AT THE FRANK WISECARVER RESIDENCE, 8 YARDS SOUTHWEST OF
 GA1932'THE SOUTHWEST CORNER OF THE HOUSE, 25 FEET EAST OF THE CENTERLINE
 GA1932'OF THE ROAD, 2 YARDS SOUTHEAST OF A SOUTHWEST FENCE CORNER,
 GA1932'1 YARD WEST OF A 12-INCH OAK TREE, 1 YARD HIGHER THAN THE ROAD,
 GA1932'AND 20.3 FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK, 6 FEET
 GA1932'NORTHEAST OF FENCE CORNER AT SOUTH END OF HEDGE.  A STANDARD
 GA1932'DISK, STAMPED G 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1114 ***********************************************************************
 FB1114  DESIGNATION -  G 121
 FB1114  PID         -  FB1114
 FB1114  STATE/COUNTY-  TN/GREENE
 FB1114  USGS QUAD   -  PAINT ROCK (1991)
 FB1114
 FB1114                         *CURRENT SURVEY CONTROL
 FB1114  ___________________________________________________________________
 FB1114* NAD 83(1986)-  35 58 13.     (N)    082 54 51.     (W)     SCALED    
 FB1114* NAVD 88     -       556.56   (+/-2cm)    1826.0    (feet)  VERTCON   
 FB1114  ___________________________________________________________________
 FB1114  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB1114
 FB1114  VERT ORDER  -  ? (See Below)
 FB1114
 FB1114.The horizontal coordinates were scaled from a topographic map and have
 FB1114.an estimated accuracy of +/- 6 seconds.
 FB1114
 FB1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1114.The vertical order pertains to the NGVD 29 superseded value.
 FB1114
 FB1114.The geoid height was determined by GEOID03.
 FB1114
 FB1114;                    North         East    Units  Estimated Accuracy
 FB1114;SPC TN       -   186,010.      878,280.      MT  (+/- 180 meters Scaled)
 FB1114
 FB1114                          SUPERSEDED SURVEY CONTROL
 FB1114
 FB1114  NGVD 29 (??/??/92)  556.696  (m)         1826.43   (f) ADJ UNCH    ?  
 FB1114
 FB1114.Superseded values are not recommended for survey control.
 FB1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1114.See file dsdata.txt to determine how the superseded data were derived.
 FB1114
 FB1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV274823(NAD 83)
 FB1114_MARKER: DB = BENCH MARK DISK
 FB1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1114_SP_SET: CULVERT
 FB1114_STAMPING: G 121 1935
 FB1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1114
 FB1114  HISTORY     - Date     Condition        Report By
 FB1114  HISTORY     - 1935     MONUMENTED       CGS
 FB1114  HISTORY     - 1955     GOOD             NGS
 FB1114
 FB1114                          STATION DESCRIPTION
 FB1114
 FB1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1114'8.3 MI NE FROM WOLF CREEK.
 FB1114'IN GREENE COUNTY, 8.3 MILES NORTHEAST ALONG THE COVE CREEK ROAD
 FB1114'FROM WOLF CREEK, COCKE COUNTY, 0.3 MILE NORTHEAST OF HOUSTON
 FB1114'VALLEY SCHOOL, 150 FEET WEST OF A LARGE TOBACCO BARN, 115 FEET
 FB1114'SOUTHWEST OF AN OLD ROAD, 90 FEET SOUTHEAST OF THE D.W. PRESSLEY
 FB1114'RESIDENCE, 84.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FB1114'BARN, 50.8 FEET NORTHEAST OF AN 18-INCH WHITE OAK TREE, AT A
 FB1114'CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL,
 FB1114'AND 3 FEET NORTH OF THE ROAD.  A STANDARD DISK.  NOTE-- STATION IS
 FB1114'CAP IN CONCRETE HEADWALL OF HIGHWAY CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1281 ***********************************************************************
 FB1281  DESIGNATION -  G 122
 FB1281  PID         -  FB1281
 FB1281  STATE/COUNTY-  TN/COCKE
 FB1281  USGS QUAD   -  JONES COVE (1978)
 FB1281
 FB1281                         *CURRENT SURVEY CONTROL
 FB1281  ___________________________________________________________________
 FB1281* NAD 83(1986)-  35 50 43.     (N)    083 16 37.     (W)     SCALED    
 FB1281* NAVD 88     -       390.53   (+/-2cm)    1281.3    (feet)  VERTCON   
 FB1281  ___________________________________________________________________
 FB1281  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FB1281
 FB1281  VERT ORDER  -  ? (See Below)
 FB1281
 FB1281.The horizontal coordinates were scaled from a topographic map and have
 FB1281.an estimated accuracy of +/- 6 seconds.
 FB1281
 FB1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1281.The vertical order pertains to the NGVD 29 superseded value.
 FB1281
 FB1281.The geoid height was determined by GEOID03.
 FB1281
 FB1281;                    North         East    Units  Estimated Accuracy
 FB1281;SPC TN       -   171,170.      845,960.      MT  (+/- 180 meters Scaled)
 FB1281
 FB1281                          SUPERSEDED SURVEY CONTROL
 FB1281
 FB1281  NGVD 29 (??/??/92)  390.683  (m)         1281.77   (f) ADJ UNCH    ?  
 FB1281
 FB1281.Superseded values are not recommended for survey control.
 FB1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1281.See file dsdata.txt to determine how the superseded data were derived.
 FB1281
 FB1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV943691(NAD 83)
 FB1281_MARKER: DB = BENCH MARK DISK
 FB1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1281_STAMPING: G 122 1935
 FB1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1281+STABILITY: SURFACE MOTION
 FB1281
 FB1281  HISTORY     - Date     Condition        Report By
 FB1281  HISTORY     - 1935     MONUMENTED       CGS
 FB1281  HISTORY     - 1949     GOOD             NGS
 FB1281
 FB1281                          STATION DESCRIPTION
 FB1281
 FB1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1281'3.2 MI SW FROM JENKINS CHURCH.
 FB1281'3.2 MILES SOUTHWEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1281'COCKE COUNTY, AT THE JUNCTION OF THE MIDDLE CREEK ROAD LEADING
 FB1281'EAST, ON THE PROPERTY OF BRYANT BROTHERS, 80.5 FEET NORTH OF THE
 FB1281'S.E. GROOM STORE, 62 FEET NORTH OF THE CENTERLINE OF THE MIDDLE
 FB1281'CREEK ROAD, 58 FEET SOUTHEAST OF THE CENTER OF A BRIDGE OVER MIDDLE
 FB1281'CREEK, 31 FEET NORTHWEST OF A GARAGE, 20 FEET WEST OF THE CREEK,
 FB1281'29 FEET EAST OF THE CENTERLINE OF THE JONES COVE ROAD, AND 1.5
 FB1281'FEET SOUTHWEST OF A SIGN.  A STANDARD DISK, STAMPED G 122 1935
 FB1281'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1332 ***********************************************************************
 FB1332  DESIGNATION -  G 125
 FB1332  PID         -  FB1332
 FB1332  STATE/COUNTY-  TN/COCKE
 FB1332  USGS QUAD   -  HARTFORD (1968)
 FB1332
 FB1332                         *CURRENT SURVEY CONTROL
 FB1332  ___________________________________________________________________
 FB1332* NAD 83(1986)-  35 48 45.     (N)    083 10 13.     (W)     SCALED    
 FB1332* NAVD 88     -       386.484  (meters)    1267.99   (feet)  ADJUSTED  
 FB1332  ___________________________________________________________________
 FB1332  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FB1332  DYNAMIC HT  -         386.107 (meters)    1266.75  (feet)  COMP
 FB1332  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 FB1332
 FB1332  VERT ORDER  -  SECOND    CLASS 0
 FB1332
 FB1332.The horizontal coordinates were scaled from a topographic map and have
 FB1332.an estimated accuracy of +/- 6 seconds.
 FB1332
 FB1332.The orthometric height was determined by differential leveling
 FB1332.and adjusted by the National Geodetic Survey in June 1991..
 FB1332
 FB1332.The geoid height was determined by GEOID03.
 FB1332
 FB1332.The dynamic height is computed by dividing the NAVD 88
 FB1332.geopotential number by the normal gravity value computed on the
 FB1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1332.degrees latitude (g = 980.6199 gals.).
 FB1332
 FB1332.The modeled gravity was interpolated from observed gravity values.
 FB1332
 FB1332;                    North         East    Units  Estimated Accuracy
 FB1332;SPC TN       -   167,810.      855,690.      MT  (+/- 180 meters Scaled)
 FB1332
 FB1332                          SUPERSEDED SURVEY CONTROL
 FB1332
 FB1332  NGVD 29 (??/??/92)  386.627  (m)         1268.46   (f) ADJ UNCH    2 0
 FB1332
 FB1332.Superseded values are not recommended for survey control.
 FB1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1332.See file dsdata.txt to determine how the superseded data were derived.
 FB1332
 FB1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV039653(NAD 83)
 FB1332_MARKER: DB = BENCH MARK DISK
 FB1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1332_STAMPING: G 125 1935
 FB1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1332+STABILITY: SURFACE MOTION
 FB1332
 FB1332  HISTORY     - Date     Condition        Report By
 FB1332  HISTORY     - 1935     MONUMENTED       CGS
 FB1332  HISTORY     - 1961     GOOD             NGS
 FB1332
 FB1332                          STATION DESCRIPTION
 FB1332
 FB1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1332'1.8 MI NW FROM HARTFORD.
 FB1332'1.9 MILES WEST ALONG THE NEWPORT ROAD FROM HARTFORD, COCKE
 FB1332'COUNTY, 800 FEET NORTHEAST OF A BRIDGE OVER PIGEON RIVER, 700
 FB1332'FEET EAST OF THE CROSSING OF THE TENNESSEE AND NORTH CAROLINA
 FB1332'RAILWAY, 200 FEET NORTH OF PIGEON RIVER, ON THE PROPERTY OF THE
 FB1332'EQUITABLE LIFE INSURANCE CO., 65 FEET NORTH OF THE T. AND N.C.
 FB1332'RY. TRACK, 55 FEET SOUTHWEST OF A SPRING, 7 FEET WEST OF A PATH
 FB1332'LEADING TO THE SPRING, 18 FEET NORTH OF THE ROAD, 11.4 FEET
 FB1332'WEST OF A 10-INCH PINE TREE, AND 8.1 FEET NORTH OF A BLAZED
 FB1332'12-INCH PINE TREE.  A STANDARD DISK, STAMPED G 125 1935 AND SET
 FB1332'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1350 ***********************************************************************
 FB1350  DESIGNATION -  G 126
 FB1350  PID         -  FB1350
 FB1350  STATE/COUNTY-  TN/COCKE
 FB1350  USGS QUAD   -  WATERVILLE (1968)
 FB1350
 FB1350                         *CURRENT SURVEY CONTROL
 FB1350  ___________________________________________________________________
 FB1350* NAD 83(1986)-  35 49 49.     (N)    083 03 27.     (W)     SCALED    
 FB1350* NAVD 88     -       640.57   (+/-2cm)    2101.6    (feet)  VERTCON   
 FB1350  ___________________________________________________________________
 FB1350  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FB1350
 FB1350  VERT ORDER  -  ? (See Below)
 FB1350
 FB1350.The horizontal coordinates were scaled from a topographic map and have
 FB1350.an estimated accuracy of +/- 6 seconds.
 FB1350
 FB1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1350.The vertical order pertains to the NGVD 29 superseded value.
 FB1350
 FB1350.The geoid height was determined by GEOID03.
 FB1350
 FB1350;                    North         East    Units  Estimated Accuracy
 FB1350;SPC TN       -   170,080.      865,820.      MT  (+/- 180 meters Scaled)
 FB1350
 FB1350                          SUPERSEDED SURVEY CONTROL
 FB1350
 FB1350  NGVD 29 (??/??/92)  640.684  (m)         2101.98   (f) ADJ UNCH    ?  
 FB1350
 FB1350.Superseded values are not recommended for survey control.
 FB1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1350.See file dsdata.txt to determine how the superseded data were derived.
 FB1350
 FB1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV141670(NAD 83)
 FB1350_MARKER: DD = SURVEY DISK
 FB1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1350_STAMPING: G 126 1935
 FB1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1350+STABILITY: SURFACE MOTION
 FB1350
 FB1350  HISTORY     - Date     Condition        Report By
 FB1350  HISTORY     - 1935     MONUMENTED       TVA
 FB1350  HISTORY     - 1949     GOOD             NGS
 FB1350
 FB1350                          STATION DESCRIPTION
 FB1350
 FB1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1350'4.8 MI SE FROM RAVEN BRANCH.
 FB1350'4.8 MILES SOUTHEAST OF RAVEN BRANCH, COCKE COUNTY, ON THE GULF
 FB1350'FORK ROAD, AT THE Y-JUNCTION OF A ROAD LEADING NORTHEAST ALONG
 FB1350'BAKER BRANCH, AT NEW PROSPECT SCHOOL, 140 FEET EAST OF THE
 FB1350'SCHOOLHOUSE, 52 FEET SOUTHWEST OF NEW PROSPECT CHURCH, 35 FEET
 FB1350'SOUTH OF THE ROAD, 32 FEET NORTH OF THE CREEK, 36 FEET SOUTHEAST
 FB1350'OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 25 FEET EAST OF A
 FB1350'DRAIN, AND 18.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 FB1350'OUTHOUSE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1350'G 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2056 ***********************************************************************
 FB2056  DESIGNATION -  G 127
 FB2056  PID         -  FB2056
 FB2056  STATE/COUNTY-  TN/SEVIER
 FB2056  USGS QUAD   -  PIGEON FORGE (1970)
 FB2056
 FB2056                         *CURRENT SURVEY CONTROL
 FB2056  ___________________________________________________________________
 FB2056* NAD 83(1986)-  35 45 04.     (N)    083 36 48.     (W)     SCALED    
 FB2056* NAVD 88     -       485.92   (+/-2cm)    1594.2    (feet)  VERTCON   
 FB2056  ___________________________________________________________________
 FB2056  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FB2056
 FB2056  VERT ORDER  -  ? (See Below)
 FB2056
 FB2056.The horizontal coordinates were scaled from a topographic map and have
 FB2056.an estimated accuracy of +/- 6 seconds.
 FB2056
 FB2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2056.The vertical order pertains to the NGVD 29 superseded value.
 FB2056
 FB2056.The geoid height was determined by GEOID03.
 FB2056
 FB2056;                    North         East    Units  Estimated Accuracy
 FB2056;SPC TN       -   159,930.      815,830.      MT  (+/- 180 meters Scaled)
 FB2056
 FB2056                          SUPERSEDED SURVEY CONTROL
 FB2056
 FB2056  NGVD 29 (??/??/92)  486.030  (m)         1594.58   (f) ADJ UNCH    ?  
 FB2056
 FB2056.Superseded values are not recommended for survey control.
 FB2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2056.See file dsdata.txt to determine how the superseded data were derived.
 FB2056
 FB2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV637594(NAD 83)
 FB2056_MARKER: DB = BENCH MARK DISK
 FB2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2056_STAMPING: G 127 1935
 FB2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2056+STABILITY: SURFACE MOTION
 FB2056
 FB2056  HISTORY     - Date     Condition        Report By
 FB2056  HISTORY     - 1935     MONUMENTED       CGS
 FB2056  HISTORY     - 1956     MARK NOT FOUND   USGS
 FB2056  HISTORY     - 1972     MARK NOT FOUND   TVA
 FB2056
 FB2056                          STATION DESCRIPTION
 FB2056
 FB2056'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FB2056'13.6 MI S FROM SEVIERVILLE.
 FB2056'13.6 MILES SOUTH OF SEVIERVILLE, AT LITTLE COVE GAP, ON THE WEAR
 FB2056'VALLEY ROAD, 4 FEET SOUTH OF BARBED WIRE FENCE, 14.8 FEET SOUTHEAST
 FB2056'OF A 16-INCH PINE TREE, 16 FEET NORTHWEST OF THE MAIN ROAD, AND
 FB2056'12 FEET NORTHEAST OF AN OLD ROAD.  A STANDARD DISK, STAMPED
 FB2056'G 127 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONTROL
 FB2056'MARKER SIGN SET 1.0 FOOT NORTH OF MONUMENT.
 FB2056
 FB2056                          STATION RECOVERY (1972)
 FB2056
 FB2056'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1167 ***********************************************************************
 FB1167  DESIGNATION -  G 128
 FB1167  PID         -  FB1167
 FB1167  STATE/COUNTY-  TN/COCKE
 FB1167  USGS QUAD   -  NEWPORT (1992)
 FB1167
 FB1167                         *CURRENT SURVEY CONTROL
 FB1167  ___________________________________________________________________
 FB1167* NAD 83(1986)-  35 58 11.     (N)    083 11 49.     (W)     SCALED    
 FB1167* NAVD 88     -       317.951  (meters)    1043.14   (feet)  ADJUSTED  
 FB1167  ___________________________________________________________________
 FB1167  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB1167  DYNAMIC HT  -         317.650 (meters)    1042.16  (feet)  COMP
 FB1167  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FB1167
 FB1167  VERT ORDER  -  FIRST     CLASS II
 FB1167
 FB1167.The horizontal coordinates were scaled from a topographic map and have
 FB1167.an estimated accuracy of +/- 6 seconds.
 FB1167
 FB1167.The orthometric height was determined by differential leveling
 FB1167.and adjusted by the National Geodetic Survey in June 1991..
 FB1167
 FB1167.The geoid height was determined by GEOID03.
 FB1167
 FB1167.The dynamic height is computed by dividing the NAVD 88
 FB1167.geopotential number by the normal gravity value computed on the
 FB1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1167.degrees latitude (g = 980.6199 gals.).
 FB1167
 FB1167.The modeled gravity was interpolated from observed gravity values.
 FB1167
 FB1167;                    North         East    Units  Estimated Accuracy
 FB1167;SPC TN       -   185,180.      852,780.      MT  (+/- 180 meters Scaled)
 FB1167
 FB1167                          SUPERSEDED SURVEY CONTROL
 FB1167
 FB1167  NGVD 29 (??/??/92)  318.095  (m)         1043.62   (f) ADJ UNCH    1 2
 FB1167
 FB1167.Superseded values are not recommended for survey control.
 FB1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1167.See file dsdata.txt to determine how the superseded data were derived.
 FB1167
 FB1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV019828(NAD 83)
 FB1167_MARKER: DB = BENCH MARK DISK
 FB1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1167_STAMPING: G 128 1935
 FB1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1167+STABILITY: SURFACE MOTION
 FB1167
 FB1167  HISTORY     - Date     Condition        Report By
 FB1167  HISTORY     - 1935     MONUMENTED       CGS
 FB1167  HISTORY     - 1936     GOOD             NGS
 FB1167  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1167
 FB1167                          STATION DESCRIPTION
 FB1167
 FB1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1167'0.8 MI W FROM NEWPORT.
 FB1167'0.8 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1167'NEWPORT, COCKE COUNTY, 4-1/2 RAILS WEST OF A SWITCH, 2-1/2 RAILS
 FB1167'SOUTHEAST OF MILEPOST 207, 11 YARDS NORTH OF THE NORTH RAIL OF A
 FB1167'SWITCH AT THE CENTER OF MAIN STREET CROSSING, 10 YARDS SOUTH OF
 FB1167'THE SOUTH RAIL OF THE MAIN-LINE TRACK, 3 FEET EAST OF POLE 28, AND
 FB1167'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 FB1167'G 128 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FB1167'INCHES ABOVE GROUND.
 FB1167
 FB1167                          STATION RECOVERY (1967)
 FB1167
 FB1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1809 ***********************************************************************
 GA1809  DESIGNATION -  G 129
 GA1809  PID         -  GA1809
 GA1809  STATE/COUNTY-  TN/HAMBLEN
 GA1809  USGS QUAD   -  TALBOTT (1980)
 GA1809
 GA1809                         *CURRENT SURVEY CONTROL
 GA1809  ___________________________________________________________________
 GA1809* NAD 83(1986)-  36 10 31.     (N)    083 22 47.     (W)     SCALED    
 GA1809* NAVD 88     -       398.051  (meters)    1305.94   (feet)  POSTED    
 GA1809  ___________________________________________________________________
 GA1809  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1809  DYNAMIC HT  -         397.690 (meters)    1304.75  (feet)  COMP
 GA1809  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 GA1809
 GA1809  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA1809
 GA1809.The horizontal coordinates were scaled from a topographic map and have
 GA1809.an estimated accuracy of +/- 6 seconds.
 GA1809
 GA1809.The orthometric height was determined by differential leveling
 GA1809.and adjusted by the National Geodetic Survey in 1992..
 GA1809.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA1809.rate of 0.0 thru 1.0 mm/km.
 GA1809
 GA1809.The geoid height was determined by GEOID03.
 GA1809
 GA1809.The dynamic height is computed by dividing the NAVD 88
 GA1809.geopotential number by the normal gravity value computed on the
 GA1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1809.degrees latitude (g = 980.6199 gals.).
 GA1809
 GA1809.The modeled gravity was interpolated from observed gravity values.
 GA1809
 GA1809;                    North         East    Units  Estimated Accuracy
 GA1809;SPC TN       -   207,520.      835,690.      MT  (+/- 180 meters Scaled)
 GA1809
 GA1809                          SUPERSEDED SURVEY CONTROL
 GA1809
 GA1809  NGVD 29 (??/??/92)  398.176  (m)         1306.35   (f) ADJ UNCH    1 2
 GA1809
 GA1809.Superseded values are not recommended for survey control.
 GA1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1809.See file dsdata.txt to determine how the superseded data were derived.
 GA1809
 GA1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA859060(NAD 83)
 GA1809_MARKER: DD = SURVEY DISK
 GA1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1809_STAMPING: G 129 1936
 GA1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1809+STABILITY: SURFACE MOTION
 GA1809
 GA1809  HISTORY     - Date     Condition        Report By
 GA1809  HISTORY     - 1936     MONUMENTED       TVA
 GA1809  HISTORY     - 1960     MARK NOT FOUND   TVA
 GA1809  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA1809  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA1809
 GA1809                          STATION DESCRIPTION
 GA1809
 GA1809'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA1809'AT ALPHA.
 GA1809'AT ALPHA, 220 FEET NORTHEAST OF THE SOUTHERN RAILWAY STATION, 30
 GA1809'FEET NORTHEAST OF A ROAD CROSSING, 50 FEET NORTHWEST OF THE
 GA1809'NORTHWEST MAIN TRACK, AND ABOUT 2 FEET WEST OF A FENCE LINE.  A
 GA1809'STANDARD DISK, STAMPED G 129 1936 AND SET IN THE TOP OF A CONCRETE
 GA1809'POST.
 GA1809
 GA1809                          STATION RECOVERY (1967)
 GA1809
 GA1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA1809'MARK NOT FOUND.
 GA1809
 GA1809                          STATION RECOVERY (1978)
 GA1809
 GA1809'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0770 ***********************************************************************
 GD0770  DESIGNATION -  G 13
 GD0770  PID         -  GD0770
 GD0770  STATE/COUNTY-  TN/OBION
 GD0770  USGS QUAD   -  HORNBEAK (1983)
 GD0770
 GD0770                         *CURRENT SURVEY CONTROL
 GD0770  ___________________________________________________________________
 GD0770* NAD 83(1986)-  36 20 43.     (N)    089 20 07.     (W)     SCALED    
 GD0770* NAVD 88     -       139.419  (meters)     457.41   (feet)  ADJUSTED  
 GD0770  ___________________________________________________________________
 GD0770  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0770  DYNAMIC HT  -         139.304 (meters)     457.03  (feet)  COMP
 GD0770  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GD0770
 GD0770  VERT ORDER  -  SECOND    CLASS 0
 GD0770
 GD0770.The horizontal coordinates were scaled from a topographic map and have
 GD0770.an estimated accuracy of +/- 6 seconds.
 GD0770
 GD0770.The orthometric height was determined by differential leveling
 GD0770.and adjusted by the National Geodetic Survey in June 1991..
 GD0770
 GD0770.The geoid height was determined by GEOID03.
 GD0770
 GD0770.The dynamic height is computed by dividing the NAVD 88
 GD0770.geopotential number by the normal gravity value computed on the
 GD0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0770.degrees latitude (g = 980.6199 gals.).
 GD0770
 GD0770.The modeled gravity was interpolated from observed gravity values.
 GD0770
 GD0770;                    North         East    Units  Estimated Accuracy
 GD0770;SPC TN       -   228,330.      300,660.      MT  (+/- 180 meters Scaled)
 GD0770
 GD0770                          SUPERSEDED SURVEY CONTROL
 GD0770
 GD0770  NGVD 29 (??/??/??)  139.361  (m)          457.22   (f) ADJUSTED    2 0
 GD0770
 GD0770.Superseded values are not recommended for survey control.
 GD0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0770.See file dsdata.txt to determine how the superseded data were derived.
 GD0770
 GD0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF904247(NAD 83)
 GD0770_MARKER: DB = BENCH MARK DISK
 GD0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0770_STAMPING: G 13 1935
 GD0770_MARK LOGO: CGS   
 GD0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0770+STABILITY: SURFACE MOTION
 GD0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0770+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 GD0770
 GD0770  HISTORY     - Date     Condition        Report By
 GD0770  HISTORY     - 1935     MONUMENTED       CGS
 GD0770  HISTORY     - 1974     GOOD             NGS
 GD0770  HISTORY     - 20000101 GOOD             USE
 GD0770  HISTORY     - 20020731 GOOD             USACE
 GD0770
 GD0770                          STATION DESCRIPTION
 GD0770
 GD0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0770'2.8 MI W FROM HORNBEAK.
 GD0770'2.8 MILES WEST ALONG STATE HIGHWAY 21 FROM HORNBEAK, OBION
 GD0770'COUNTY, EAST OF REELFOOT LAKE, AT THE TOP OF A HILL, AT THE
 GD0770'SOUTHWEST CORNER OF THE FIRST HOUSE ON THE NORTH SIDE OF THE
 GD0770'HIGHWAY, 93 FEET WEST OF THE HOUSE, AND 39 FEET NORTH OF THE
 GD0770'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 13 1935
 GD0770'AND SET IN THE TOP OF A CONCRETE POST.
 GD0770
 GD0770                          STATION RECOVERY (1974)
 GD0770
 GD0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0770'RECOVERED IN GOOD CONDITION.
 GD0770
 GD0770                          STATION RECOVERY (2000)
 GD0770
 GD0770'RECOVERY NOTE BY US ENGINEERS 2000
 GD0770'THE STATION IS LOCATED 2.8 MI (4.5 KM) WEST OF HORNBENK TENNESSEE
 GD0770'ALONG HIGHWAY 21.  TO REACH THE STATION FROM THE POINT WHERE STATE
 GD0770'HIGHWAY 21 MAKES A 90 DEGREE TURN TO THE WEST IN HORNBERK, TENNESSEE,
 GD0770'PROCEED 2.8 MI (4.5 KM) WEST ALONG STATE HIGHWAY 21 AND THE MARK ON
 GD0770'THE RIGHT.  THE STATION IS 42.5 FT (13.0 M) NORTH OF THE CENTERLINE OF
 GD0770'HIGHWAY 21, 35.0 FT (10.7 M) EAST OF THE SOUTHEAST CORNER OF A
 GD0770'CONCRETE BLOCK BUILDING, 6 FT (1.8 M) ENE OF A 36 INCH LOCUST TREE, 11
 GD0770'FT (3.4 M) WNW OF A 24 INCH LOCUST TREE AND 11.6 FT (3.5 M) NNW OF A
 GD0770'POWERPOLE AND WITNESS POST.  A STANDARD DISK STAMPED G 13 1935 AND SET
 GD0770'IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.  MAY HOLD WELL, BUT
 GD0770'SUBJECT TO GROUND MOVEMENT.  TRANS- CAR.  DESCRIBED BY JAMES M HAMNA,
 GD0770'USACOE MEMPHIS.
 GD0770
 GD0770                          STATION RECOVERY (2002)
 GD0770
 GD0770'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2231 ***********************************************************************
 GA2231  DESIGNATION -  G 130
 GA2231  PID         -  GA2231
 GA2231  STATE/COUNTY-  TN/KNOX
 GA2231  USGS QUAD   -  JOHN SEVIER (1992)
 GA2231
 GA2231                         *CURRENT SURVEY CONTROL
 GA2231  ___________________________________________________________________
 GA2231* NAD 83(1986)-  36 02 31.     (N)    083 48 02.     (W)     SCALED    
 GA2231* NAVD 88     -       264.931  (meters)     869.19   (feet)  ADJUSTED  
 GA2231  ___________________________________________________________________
 GA2231  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2231  DYNAMIC HT  -         264.689 (meters)     868.40  (feet)  COMP
 GA2231  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GA2231
 GA2231  VERT ORDER  -  FIRST     CLASS I
 GA2231
 GA2231.The horizontal coordinates were scaled from a topographic map and have
 GA2231.an estimated accuracy of +/- 6 seconds.
 GA2231
 GA2231.The orthometric height was determined by differential leveling
 GA2231.and adjusted by the National Geodetic Survey in June 1991..
 GA2231
 GA2231.The geoid height was determined by GEOID03.
 GA2231
 GA2231.The dynamic height is computed by dividing the NAVD 88
 GA2231.geopotential number by the normal gravity value computed on the
 GA2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2231.degrees latitude (g = 980.6199 gals.).
 GA2231
 GA2231.The modeled gravity was interpolated from observed gravity values.
 GA2231
 GA2231;                    North         East    Units  Estimated Accuracy
 GA2231;SPC TN       -   191,800.      798,180.      MT  (+/- 180 meters Scaled)
 GA2231
 GA2231                          SUPERSEDED SURVEY CONTROL
 GA2231
 GA2231  NGVD 29 (??/??/92)  265.063  (m)          869.63   (f) ADJ UNCH    1 1
 GA2231
 GA2231.Superseded values are not recommended for survey control.
 GA2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2231.See file dsdata.txt to determine how the superseded data were derived.
 GA2231
 GA2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV476922(NAD 83)
 GA2231_MARKER: DB = BENCH MARK DISK
 GA2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2231_STAMPING: G 130 1936
 GA2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2231+STABILITY: SURFACE MOTION
 GA2231
 GA2231  HISTORY     - Date     Condition        Report By
 GA2231  HISTORY     - 1936     MONUMENTED       CGS
 GA2231  HISTORY     - 1967     GOOD             NGS
 GA2231
 GA2231                          STATION DESCRIPTION
 GA2231
 GA2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2231'9 MI NE FROM KNOXVILLE.
 GA2231'ABOUT 9.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2231'STATION AT KNOXVILLE, ABOUT 0.2 MILE EAST OF MILEPOST 122, 56 FEET
 GA2231'NORTH OF THE CENTER OF THE CROSSING OF A NARROW DIRT ROAD AND THE
 GA2231'NORTHEAST ONE OF FOUR TRACKS, AT THE EAST END OF THE JOHN SEVIER RR
 GA2231'YARDS, 25 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 GA2231'ONE OF FOUR TRACKS, 19 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GA2231'3 FEET EAST OF A 4 INCH CEDAR TREE IN A FENCE LINE, 2 1/2 FEET
 GA2231'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 2.3 FEET NORTHEAST OF A
 GA2231'METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 GA2231'SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE LEVEL OF THE
 GA2231'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0451 ***********************************************************************
 FC0451  DESIGNATION -  G 131
 FC0451  PID         -  FC0451
 FC0451  STATE/COUNTY-  TN/BRADLEY
 FC0451  USGS QUAD   -  MC DONALD (1976)
 FC0451
 FC0451                         *CURRENT SURVEY CONTROL
 FC0451  ___________________________________________________________________
 FC0451* NAD 83(1986)-  35 06 08.     (N)    084 54 05.     (W)     SCALED    
 FC0451* NAVD 88     -       279.638  (meters)     917.45   (feet)  ADJUSTED  
 FC0451  ___________________________________________________________________
 FC0451  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC0451  DYNAMIC HT  -         279.360 (meters)     916.53  (feet)  COMP
 FC0451  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 FC0451
 FC0451  VERT ORDER  -  FIRST     CLASS I
 FC0451
 FC0451.The horizontal coordinates were scaled from a topographic map and have
 FC0451.an estimated accuracy of +/- 6 seconds.
 FC0451
 FC0451.The orthometric height was determined by differential leveling
 FC0451.and adjusted by the National Geodetic Survey in June 1991..
 FC0451
 FC0451.The geoid height was determined by GEOID03.
 FC0451
 FC0451.The dynamic height is computed by dividing the NAVD 88
 FC0451.geopotential number by the normal gravity value computed on the
 FC0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0451.degrees latitude (g = 980.6199 gals.).
 FC0451
 FC0451.The modeled gravity was interpolated from observed gravity values.
 FC0451
 FC0451;                    North         East    Units  Estimated Accuracy
 FC0451;SPC TN       -    85,870.      700,170.      MT  (+/- 180 meters Scaled)
 FC0451
 FC0451                          SUPERSEDED SURVEY CONTROL
 FC0451
 FC0451  NGVD 29 (??/??/92)  279.637  (m)          917.44   (f) ADJ UNCH    1 1
 FC0451
 FC0451.Superseded values are not recommended for survey control.
 FC0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0451.See file dsdata.txt to determine how the superseded data were derived.
 FC0451
 FC0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD912863(NAD 83)
 FC0451_MARKER: DB = BENCH MARK DISK
 FC0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0451_STAMPING: G 131 1936
 FC0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0451+STABILITY: SURFACE MOTION
 FC0451
 FC0451  HISTORY     - Date     Condition        Report By
 FC0451  HISTORY     - 1936     MONUMENTED       CGS
 FC0451  HISTORY     - 1968     GOOD             NGS
 FC0451
 FC0451                          STATION DESCRIPTION
 FC0451
 FC0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0451'3.9 MI SW FROM CLEVELAND.
 FC0451'ABOUT 3.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0451'STATION AT CLEVELAND, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 4,
 FC0451'31 FEET WEST OF THE CENTER OF A PRIVATE GRAVELED ROAD CROSSING,
 FC0451'23.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 20 FEET SOUTHWEST OF
 FC0451'THE CENTER LINE OF THE ROAD, 16.5 FEET WEST OF THE SOUTHWEST END
 FC0451'OF A PIPE CULVERT UNDER THE ROAD, 6 FEET NORTHEAST OF A POWER
 FC0451'POLE, 0.6 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 FC0451'THE TRACK AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW
 FC0451'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0522 ***********************************************************************
 FC0522  DESIGNATION -  G 131 X
 FC0522  PID         -  FC0522
 FC0522  STATE/COUNTY-  TN/MCMINN
 FC0522  USGS QUAD   -  ATHENS (1990)
 FC0522
 FC0522                         *CURRENT SURVEY CONTROL
 FC0522  ___________________________________________________________________
 FC0522* NAD 83(1986)-  35 28 22.     (N)    084 35 49.     (W)     SCALED    
 FC0522* NAVD 88     -       281.525  (meters)     923.64   (feet)  POSTED    
 FC0522  ___________________________________________________________________
 FC0522  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0522  DYNAMIC HT  -         281.250 (meters)     922.73  (feet)  COMP
 FC0522  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 FC0522
 FC0522  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FC0522
 FC0522.The horizontal coordinates were scaled from a topographic map and have
 FC0522.an estimated accuracy of +/- 6 seconds.
 FC0522
 FC0522.The orthometric height was determined by differential leveling
 FC0522.and adjusted by the National Geodetic Survey in 1992..
 FC0522.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FC0522.rate of 2.1 thru 3.0 mm/km.
 FC0522
 FC0522.The geoid height was determined by GEOID03.
 FC0522
 FC0522.The dynamic height is computed by dividing the NAVD 88
 FC0522.geopotential number by the normal gravity value computed on the
 FC0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0522.degrees latitude (g = 980.6199 gals.).
 FC0522
 FC0522.The modeled gravity was interpolated from observed gravity values.
 FC0522
 FC0522;                    North         East    Units  Estimated Accuracy
 FC0522;SPC TN       -   127,330.      727,330.      MT  (+/- 180 meters Scaled)
 FC0522
 FC0522                          SUPERSEDED SURVEY CONTROL
 FC0522
 FC0522  NGVD 29 (??/??/92)  281.587  (m)          923.84   (f) ADJ UNCH    1 2
 FC0522
 FC0522.Superseded values are not recommended for survey control.
 FC0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0522.See file dsdata.txt to determine how the superseded data were derived.
 FC0522
 FC0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE180281(NAD 83)
 FC0522_MARKER: DB = BENCH MARK DISK
 FC0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0522_SP_SET: SIGNAL
 FC0522_STAMPING: C 131 X 1936
 FC0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0522
 FC0522  HISTORY     - Date     Condition        Report By
 FC0522  HISTORY     - 1936     MONUMENTED       CGS
 FC0522  HISTORY     - 1968     MARK NOT FOUND   NGS
 FC0522
 FC0522                          STATION DESCRIPTION
 FC0522
 FC0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0522'2 MI NE FROM ATHENS.
 FC0522'ORIGINAL DESCRIPTION-- 2.0 MILES NORTHEAST ALONG THE SOUTHERN
 FC0522'RAILWAY FROM THE STATION AT ATHENS, MC MINN COUNTY, 22 FEET NORTH
 FC0522'OF THE CENTER OF A ROAD CROSSING AT SIGNAL 1839 A, IN THE NORTHEAST
 FC0522'CORNER OF THE BASE, AND 10 FEET WEST OF THE CENTERLINE OF THE
 FC0522'TRACK.  A STANDARD DISK, STAMPED C 131 X 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2259 ***********************************************************************
 GA2259  DESIGNATION -  G 132
 GA2259  PID         -  GA2259
 GA2259  STATE/COUNTY-  TN/UNION
 GA2259  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2259
 GA2259                         *CURRENT SURVEY CONTROL
 GA2259  ___________________________________________________________________
 GA2259* NAD 83(1986)-  36 19 00.     (N)    083 43 49.     (W)     SCALED    
 GA2259* NAVD 88     -       324.983  (meters)    1066.22   (feet)  ADJUSTED  
 GA2259  ___________________________________________________________________
 GA2259  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2259  DYNAMIC HT  -         324.688 (meters)    1065.25  (feet)  COMP
 GA2259  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 GA2259
 GA2259  VERT ORDER  -  SECOND    CLASS 0
 GA2259
 GA2259.The horizontal coordinates were scaled from a topographic map and have
 GA2259.an estimated accuracy of +/- 6 seconds.
 GA2259
 GA2259.The orthometric height was determined by differential leveling
 GA2259.and adjusted by the National Geodetic Survey in June 1991..
 GA2259
 GA2259.The geoid height was determined by GEOID03.
 GA2259
 GA2259.The dynamic height is computed by dividing the NAVD 88
 GA2259.geopotential number by the normal gravity value computed on the
 GA2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2259.degrees latitude (g = 980.6199 gals.).
 GA2259
 GA2259.The modeled gravity was interpolated from observed gravity values.
 GA2259
 GA2259;                    North         East    Units  Estimated Accuracy
 GA2259;SPC TN       -   222,420.      803,800.      MT  (+/- 180 meters Scaled)
 GA2259
 GA2259                          SUPERSEDED SURVEY CONTROL
 GA2259
 GA2259  NGVD 29 (??/??/92)  325.062  (m)         1066.47   (f) ADJ UNCH    2 0
 GA2259
 GA2259.Superseded values are not recommended for survey control.
 GA2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2259.See file dsdata.txt to determine how the superseded data were derived.
 GA2259
 GA2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA548225(NAD 83)
 GA2259_MARKER: DB = BENCH MARK DISK
 GA2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2259_STAMPING: G 132
 GA2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2259+STABILITY: SURFACE MOTION
 GA2259
 GA2259  HISTORY     - Date     Condition        Report By
 GA2259  HISTORY     - UNK      MONUMENTED       CGS
 GA2259  HISTORY     - 1950     GOOD             NGS
 GA2259  HISTORY     - 1966     GOOD             NGS
 GA2259
 GA2259                          STATION DESCRIPTION
 GA2259
 GA2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2259'1.3 MI E FROM ROSE HILL.
 GA2259'1.3 MILES EAST ALONG THE HICKORY VALLEY ROAD FROM THE CHURCH
 GA2259'AT ROSE HILL, UNION COUNTY, 1.5 MILES EAST OF THE INTERSECTION
 GA2259'OF STATE HIGHWAY 33, 0.9 MILE WEST OF BROCK SCHOOL, 0.6 MILE
 GA2259'WEST OF THE DODSON CREEK BRIDGE, 400 FEET WEST OF A POND ON
 GA2259'BOTH SIDES OF THE ROAD, AT THE TOP OF A HILL, OPPOSITE AN OLD
 GA2259'LOG BARN, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET
 GA2259'NORTH OF FENCELINE, 16 FEET SOUTH OF FENCELINE, 10 FEET EAST
 GA2259'OF A 16-INCH TREE.  A STANDARD DISK, STAMPED G 132 AND SET
 GA2259'IN THE TOP OF A CONCRETE POST.  STEEL POST WITH CONTROL-MARKER
 GA2259'SIGN SET 1.1 FEET NORTH OF MONUMENT.
 GA2259
 GA2259                          STATION RECOVERY (1966)
 GA2259
 GA2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA2259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0137 ***********************************************************************
 FC0137  DESIGNATION -  G 133
 FC0137  PID         -  FC0137
 FC0137  STATE/COUNTY-  TN/LOUDON
 FC0137  USGS QUAD   -  LENOIR CITY (1986)
 FC0137
 FC0137                         *CURRENT SURVEY CONTROL
 FC0137  ___________________________________________________________________
 FC0137* NAD 83(1986)-  35 50 12.     (N)    084 19 17.     (W)     SCALED    
 FC0137* NAVD 88     -       263.554  (meters)     864.68   (feet)  ADJUSTED  
 FC0137  ___________________________________________________________________
 FC0137  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FC0137  DYNAMIC HT  -         263.305 (meters)     863.86  (feet)  COMP
 FC0137  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 FC0137
 FC0137  VERT ORDER  -  SECOND    CLASS 0
 FC0137
 FC0137.The horizontal coordinates were scaled from a topographic map and have
 FC0137.an estimated accuracy of +/- 6 seconds.
 FC0137
 FC0137.The orthometric height was determined by differential leveling
 FC0137.and adjusted by the National Geodetic Survey in June 1991..
 FC0137
 FC0137.The geoid height was determined by GEOID03.
 FC0137
 FC0137.The dynamic height is computed by dividing the NAVD 88
 FC0137.geopotential number by the normal gravity value computed on the
 FC0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0137.degrees latitude (g = 980.6199 gals.).
 FC0137
 FC0137.The modeled gravity was interpolated from observed gravity values.
 FC0137
 FC0137;                    North         East    Units  Estimated Accuracy
 FC0137;SPC TN       -   168,090.      751,650.      MT  (+/- 180 meters Scaled)
 FC0137
 FC0137                          SUPERSEDED SURVEY CONTROL
 FC0137
 FC0137  NGVD 29 (??/??/92)  263.668  (m)          865.05   (f) ADJ UNCH    2 0
 FC0137
 FC0137.Superseded values are not recommended for survey control.
 FC0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0137.See file dsdata.txt to determine how the superseded data were derived.
 FC0137
 FC0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE419691(NAD 83)
 FC0137_MARKER: DB = BENCH MARK DISK
 FC0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0137_SP_SET: BRIDGE
 FC0137_STAMPING: G 133 1936
 FC0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0137
 FC0137  HISTORY     - Date     Condition        Report By
 FC0137  HISTORY     - 1936     MONUMENTED       CGS
 FC0137  HISTORY     - 1960     GOOD             NGS
 FC0137
 FC0137                          STATION DESCRIPTION
 FC0137
 FC0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0137'1.6 MI W FROM EATON CROSSROADS.
 FC0137'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 1.6 MILES
 FC0137'WEST ON U.S. HIGHWAY 70 TO A BRIDGE OVER A SMALL CREEK.  THE
 FC0137'BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE EAST
 FC0137'END OF THE NORTH CONCRETE HEADWALL OF THE BRIDGE, AND IS ABOUT
 FC0137'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0711 ***********************************************************************
 GD0711  DESIGNATION -  G 134
 GD0711  PID         -  GD0711
 GD0711  STATE/COUNTY-  TN/LAKE
 GD0711  USGS QUAD   -  TIPTONVILLE (1981)
 GD0711
 GD0711                         *CURRENT SURVEY CONTROL
 GD0711  ___________________________________________________________________
 GD0711* NAD 83(1986)-  36 27 23.     (N)    089 25 32.     (W)     SCALED    
 GD0711* NAVD 88     -        91.053  (meters)     298.73   (feet)  POSTED    
 GD0711  ___________________________________________________________________
 GD0711  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0711  DYNAMIC HT  -          90.980 (meters)     298.49  (feet)  COMP
 GD0711  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 GD0711
 GD0711  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GD0711
 GD0711.The horizontal coordinates were scaled from a topographic map and have
 GD0711.an estimated accuracy of +/- 6 seconds.
 GD0711
 GD0711.The orthometric height was determined by differential leveling
 GD0711.and adjusted by the National Geodetic Survey in 1992..
 GD0711.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GD0711.rate of 1.1 thru 2.0 mm/km.
 GD0711
 GD0711.The geoid height was determined by GEOID03.
 GD0711
 GD0711.The dynamic height is computed by dividing the NAVD 88
 GD0711.geopotential number by the normal gravity value computed on the
 GD0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0711.degrees latitude (g = 980.6199 gals.).
 GD0711
 GD0711.The modeled gravity was interpolated from observed gravity values.
 GD0711
 GD0711;                    North         East    Units  Estimated Accuracy
 GD0711;SPC TN       -   240,930.      292,990.      MT  (+/- 180 meters Scaled)
 GD0711
 GD0711                          SUPERSEDED SURVEY CONTROL
 GD0711
 GD0711  NGVD 29 (??/??/??)   90.953  (m)          298.40   (f) ADJUSTED    1 2
 GD0711
 GD0711.Superseded values are not recommended for survey control.
 GD0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0711.See file dsdata.txt to determine how the superseded data were derived.
 GD0711
 GD0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF826373(NAD 83)
 GD0711_MARKER: DB = BENCH MARK DISK
 GD0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0711_SP_SET: CULVERT
 GD0711_STAMPING: G 134 1957
 GD0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0711+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 GD0711
 GD0711  HISTORY     - Date     Condition        Report By
 GD0711  HISTORY     - 1957     MONUMENTED       CGS
 GD0711  HISTORY     - 20020801 GOOD             USACE
 GD0711
 GD0711                          STATION DESCRIPTION
 GD0711
 GD0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0711'1.8 MI W FROM MARKHAM.
 GD0711'ABOUT 1.1 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 GD0711'OF STATE HIGHWAY 78 AT MARKHAM, THENCE ABOUT 0.7 MILE SOUTHWEST
 GD0711'ALONG A BLACK TOP ROAD LEADING TO CATES, AT THE JUNCTION OF A ROAD
 GD0711'LEADING NORTH ACROSS LEVEE, IN THE TOP OF THE NORTHEAST END OF
 GD0711'CONCRETE HEAD WALL OF CATCH BASIN OF A CULVERT UNDER ROAD, 13 FEET
 GD0711'NORTHWEST OF CENTER LINE OF BLACK TOP ROAD, 23 FEET WEST OF
 GD0711'CENTER OF JUNCTION OF ROAD NORTH, AND ABOUT LEVEL WITH ROAD.
 GD0711'NOTE-- MARK IS ABOUT 3.2 MILES EAST AND NORTHEAST ALONG A BLACK TOP
 GD0711'ROAD FROM THE JUNCTION OF STATE HIGHWAY 22 LEADING SOUTH TO
 GD0711'TIPTONVILLE AT CATES.
 GD0711
 GD0711                          STATION RECOVERY (2002)
 GD0711
 GD0711'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0910 ***********************************************************************
 FE0910  DESIGNATION -  G 135
 FE0910  PID         -  FE0910
 FE0910  STATE/COUNTY-  TN/DYER
 FE0910  USGS QUAD   -  FOWLKES (1983)
 FE0910
 FE0910                         *CURRENT SURVEY CONTROL
 FE0910  ___________________________________________________________________
 FE0910* NAD 83(1986)-  35 58 09.     (N)    089 23 12.     (W)     SCALED    
 FE0910* NAVD 88     -       101.259  (meters)     332.21   (feet)  ADJUSTED  
 FE0910  ___________________________________________________________________
 FE0910  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0910  DYNAMIC HT  -         101.174 (meters)     331.94  (feet)  COMP
 FE0910  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 FE0910
 FE0910  VERT ORDER  -  FIRST     CLASS I
 FE0910
 FE0910.The horizontal coordinates were scaled from a topographic map and have
 FE0910.an estimated accuracy of +/- 6 seconds.
 FE0910
 FE0910.The orthometric height was determined by differential leveling
 FE0910.and adjusted by the National Geodetic Survey in June 1991..
 FE0910
 FE0910.The geoid height was determined by GEOID03.
 FE0910
 FE0910.The dynamic height is computed by dividing the NAVD 88
 FE0910.geopotential number by the normal gravity value computed on the
 FE0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0910.degrees latitude (g = 980.6199 gals.).
 FE0910
 FE0910.The modeled gravity was interpolated from observed gravity values.
 FE0910
 FE0910;                    North         East    Units  Estimated Accuracy
 FE0910;SPC TN       -   186,780.      294,600.      MT  (+/- 180 meters Scaled)
 FE0910
 FE0910                          SUPERSEDED SURVEY CONTROL
 FE0910
 FE0910  NGVD 29 (??/??/??)  101.196  (m)          332.01   (f) ADJUSTED    1 1
 FE0910
 FE0910.Superseded values are not recommended for survey control.
 FE0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0910.See file dsdata.txt to determine how the superseded data were derived.
 FE0910
 FE0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE847831(NAD 83)
 FE0910_MARKER: DB = BENCH MARK DISK
 FE0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0910_STAMPING: G 135 1957
 FE0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0910+STABILITY: SURFACE MOTION
 FE0910
 FE0910  HISTORY     - Date     Condition        Report By
 FE0910  HISTORY     - 1957     MONUMENTED       CGS
 FE0910  HISTORY     - 1974     GOOD             NGS
 FE0910  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0910
 FE0910                          STATION DESCRIPTION
 FE0910
 FE0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0910'AT FOWLKES.
 FE0910'AT FOWLKES, ABOUT 0.15 MILE EAST ALONG A BLACKTOP ROAD FROM THE
 FE0910'FOWLKES BAPTIST CHURCH, AT THE OVERPASS OF THE BLACKTOP ROAD OVER
 FE0910'THE ILLINOIS CENTRAL RAILROAD, 91 FEET NORTHWEST OF THE CENTER OF
 FE0910'TRACK AT THE CENTER OF OVERPASS, 69.2 FEET SOUTHEAST OF THE MOST
 FE0910'SOUTHERLY ONE OF A ROW OF COTTONWOOD TREES WHICH ARE GROWING ON
 FE0910'TOP OF A DEEP RAILROAD THRU CUT, 33 FEET WEST OF THE WEST RAIL
 FE0910'OF WEST TRACK, 27 FEET WEST-SOUTHWEST OF A SWITCH STAND AT THE
 FE0910'SOUTH END OF A SIDING, 2 FEET SOUTH OF A TELEPHONE POLE, 18 FEET
 FE0910'BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 FE0910'PROJECTING 0.2 FOOT.
 FE0910
 FE0910                          STATION RECOVERY (2002)
 FE0910
 FE0910'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0910'GRAVEL ROAD NOW AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0800 ***********************************************************************
 FE0800  DESIGNATION -  G 14
 FE0800  PID         -  FE0800
 FE0800  STATE/COUNTY-  TN/GIBSON
 FE0800  USGS QUAD   -  HUMBOLDT (1981)
 FE0800
 FE0800                         *CURRENT SURVEY CONTROL
 FE0800  ___________________________________________________________________
 FE0800* NAD 83(1986)-  35 49 17.     (N)    088 54 57.     (W)     SCALED    
 FE0800* NAVD 88     -       108.790  (meters)     356.92   (feet)  ADJUSTED  
 FE0800  ___________________________________________________________________
 FE0800  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0800  DYNAMIC HT  -         108.696 (meters)     356.61  (feet)  COMP
 FE0800  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 FE0800
 FE0800  VERT ORDER  -  SECOND    CLASS 0
 FE0800
 FE0800.The horizontal coordinates were scaled from a topographic map and have
 FE0800.an estimated accuracy of +/- 6 seconds.
 FE0800
 FE0800.The orthometric height was determined by differential leveling
 FE0800.and adjusted by the National Geodetic Survey in June 1991..
 FE0800
 FE0800.The geoid height was determined by GEOID03.
 FE0800
 FE0800.The dynamic height is computed by dividing the NAVD 88
 FE0800.geopotential number by the normal gravity value computed on the
 FE0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0800.degrees latitude (g = 980.6199 gals.).
 FE0800
 FE0800.The modeled gravity was interpolated from observed gravity values.
 FE0800
 FE0800;                    North         East    Units  Estimated Accuracy
 FE0800;SPC TN       -   169,020.      336,560.      MT  (+/- 180 meters Scaled)
 FE0800
 FE0800                          SUPERSEDED SURVEY CONTROL
 FE0800
 FE0800  NGVD 29 (??/??/??)  108.838  (m)          357.08   (f) ADJUSTED    2 0
 FE0800
 FE0800.Superseded values are not recommended for survey control.
 FE0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0800.See file dsdata.txt to determine how the superseded data were derived.
 FE0800
 FE0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE269658(NAD 83)
 FE0800_MARKER: DB = BENCH MARK DISK
 FE0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0800_SP_SET: WATER TABLE
 FE0800_STAMPING: G 14 1935
 FE0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0800+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0800
 FE0800  HISTORY     - Date     Condition        Report By
 FE0800  HISTORY     - 1935     MONUMENTED       CGS
 FE0800  HISTORY     - 1968     GOOD             DOD
 FE0800  HISTORY     - 20020914 GOOD             USACE
 FE0800
 FE0800                          STATION DESCRIPTION
 FE0800
 FE0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0800'AT HUMBOLDT.
 FE0800'AT HUMBOLDT, GIBSON COUNTY, AT THE POST OFFICE, BELOW THE FIRST
 FE0800'WINDOW EAST OF THE MAIN ENTRANCE, IN THE TOP OF THE WATER
 FE0800'TABLE, AND 6 FEET EAST OF THE CENTER OF THE DOORWAY.  A STANDARD
 FE0800'DISK, STAMPED G 14 1935.
 FE0800
 FE0800                          STATION RECOVERY (1968)
 FE0800
 FE0800'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 FE0800'RECOVERED IN GOOD CONDITION.
 FE0800
 FE0800                          STATION RECOVERY (2002)
 FE0800
 FE0800'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0800'POST OFFICE IS AT INTERSECTION OF OSBORNE AND CENTRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1597 ***********************************************************************
 FE1597  DESIGNATION -  G 151
 FE1597  PID         -  FE1597
 FE1597  STATE/COUNTY-  TN/LAUDERDALE
 FE1597  USGS QUAD   -  ROSA (1983)
 FE1597
 FE1597                         *CURRENT SURVEY CONTROL
 FE1597  ___________________________________________________________________
 FE1597* NAD 83(1986)-  35 45 53.     (N)    089 46 19.     (W)     SCALED    
 FE1597* NAVD 88     -        76.657  (meters)     251.50   (feet)  ADJUSTED  
 FE1597  ___________________________________________________________________
 FE1597  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1597  DYNAMIC HT  -          76.592 (meters)     251.29  (feet)  COMP
 FE1597  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1597
 FE1597  VERT ORDER  -  FIRST     CLASS II
 FE1597
 FE1597.The horizontal coordinates were scaled from a topographic map and have
 FE1597.an estimated accuracy of +/- 6 seconds.
 FE1597
 FE1597.The orthometric height was determined by differential leveling
 FE1597.and adjusted by the National Geodetic Survey in June 1991..
 FE1597
 FE1597.The geoid height was determined by GEOID03.
 FE1597
 FE1597.The dynamic height is computed by dividing the NAVD 88
 FE1597.geopotential number by the normal gravity value computed on the
 FE1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1597.degrees latitude (g = 980.6199 gals.).
 FE1597
 FE1597.The modeled gravity was interpolated from observed gravity values.
 FE1597
 FE1597;                    North         East    Units  Estimated Accuracy
 FE1597;SPC TN       -   165,380.      259,000.      MT  (+/- 180 meters Scaled)
 FE1597
 FE1597                          SUPERSEDED SURVEY CONTROL
 FE1597
 FE1597  NGVD 29 (??/??/??)   76.616  (m)          251.36   (f) ADJUSTED    1 2
 FE1597
 FE1597.Superseded values are not recommended for survey control.
 FE1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1597.See file dsdata.txt to determine how the superseded data were derived.
 FE1597
 FE1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE494613(NAD 83)
 FE1597_MARKER: DB = BENCH MARK DISK
 FE1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1597_STAMPING: G 151 1943
 FE1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1597+STABILITY: SURFACE MOTION
 FE1597
 FE1597  HISTORY     - Date     Condition        Report By
 FE1597  HISTORY     - 1943     MONUMENTED       CGS
 FE1597  HISTORY     - 1957     GOOD             CGS
 FE1597  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1597
 FE1597                          STATION DESCRIPTION
 FE1597
 FE1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1597'0.7 MI W FROM ASHPORT.
 FE1597'0.7 MILE WEST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL, AT
 FE1597'THE NORTH EDGE OF A CULTIVATED FIELD, ON TOP OF A SMALL MOUND,
 FE1597'53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 165 FEET EAST
 FE1597'OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTH, 134 FEET NORTHWEST
 FE1597'OF POWER LINE POLE NO. A 116, 117 FEET NORTH-NORTHWEST OF THE
 FE1597'NORTHWEST CORNER OF A TENANT HOUSE COVERED WITH RED TAR PAPER,
 FE1597'230 FEET WEST OF THE WEST BANK OF A SMALL POND, 1 1/2 FEET EAST
 FE1597'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 FE1597'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FE1597'ABOVE THE GROUND.
 FE1597
 FE1597                          STATION RECOVERY (1971)
 FE1597
 FE1597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0476 ***********************************************************************
 FE0476  DESIGNATION -  G 154
 FE0476  PID         -  FE0476
 FE0476  STATE/COUNTY-  TN/MCNAIRY
 FE0476  USGS QUAD   -  CHEWALLA (1983)
 FE0476
 FE0476                         *CURRENT SURVEY CONTROL
 FE0476  ___________________________________________________________________
 FE0476* NAD 83(1986)-  35 01 39.     (N)    088 42 22.     (W)     SCALED    
 FE0476* NAVD 88     -       116.982  (meters)     383.80   (feet)  ADJUSTED  
 FE0476  ___________________________________________________________________
 FE0476  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0476  DYNAMIC HT  -         116.870 (meters)     383.43  (feet)  COMP
 FE0476  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FE0476
 FE0476  VERT ORDER  -  FIRST     CLASS II
 FE0476
 FE0476.The horizontal coordinates were scaled from a topographic map and have
 FE0476.an estimated accuracy of +/- 6 seconds.
 FE0476
 FE0476.The orthometric height was determined by differential leveling
 FE0476.and adjusted by the National Geodetic Survey in June 1991..
 FE0476
 FE0476.The geoid height was determined by GEOID03.
 FE0476
 FE0476.The dynamic height is computed by dividing the NAVD 88
 FE0476.geopotential number by the normal gravity value computed on the
 FE0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0476.degrees latitude (g = 980.6199 gals.).
 FE0476
 FE0476.The modeled gravity was interpolated from observed gravity values.
 FE0476
 FE0476;                    North         East    Units  Estimated Accuracy
 FE0476;SPC TN       -    80,430.      353,070.      MT  (+/- 180 meters Scaled)
 FE0476
 FE0476                          SUPERSEDED SURVEY CONTROL
 FE0476
 FE0476  NGVD 29 (??/??/??)  116.967  (m)          383.75   (f) ADJUSTED    1 2
 FE0476
 FE0476.Superseded values are not recommended for survey control.
 FE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0476.See file dsdata.txt to determine how the superseded data were derived.
 FE0476
 FE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD443774(NAD 83)
 FE0476_MARKER: DB = BENCH MARK DISK
 FE0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0476_SP_SET: BRIDGE
 FE0476_STAMPING: G 154 1944
 FE0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0476+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE0476
 FE0476  HISTORY     - Date     Condition        Report By
 FE0476  HISTORY     - 1944     MONUMENTED       CGS
 FE0476  HISTORY     - 1972     GOOD             TVA
 FE0476  HISTORY     - 19990101 GOOD             USE
 FE0476  HISTORY     - 20020918 GOOD             USACE
 FE0476
 FE0476                          STATION DESCRIPTION
 FE0476
 FE0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0476'3.4 MI W FROM CHEWALLA.
 FE0476'3.4 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0476'CHEWALLA, MCNAIRY  COUNTY, AT A BIRDGE OVER CYPRESS CREEK, IN
 FE0476'THE TOP OF THE NORTHEAST CORNER OF THE EAST CONCRETE ABUTMENT,
 FE0476'10.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 FE0476'3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE0476'G 154 1944.
 FE0476
 FE0476                          STATION RECOVERY (1972)
 FE0476
 FE0476'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0476'RECOVERED IN GOOD CONDITION.
 FE0476
 FE0476                          STATION RECOVERY (1999)
 FE0476
 FE0476'RECOVERY NOTE BY US ENGINEERS 1999
 FE0476'AS DESCRIBED.
 FE0476
 FE0476                          STATION RECOVERY (2002)
 FE0476
 FE0476'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0457 ***********************************************************************
 FE0457  DESIGNATION -  G 155
 FE0457  PID         -  FE0457
 FE0457  STATE/COUNTY-  TN/HARDEMAN
 FE0457  USGS QUAD   -  MIDDLETON (1980)
 FE0457
 FE0457                         *CURRENT SURVEY CONTROL
 FE0457  ___________________________________________________________________
 FE0457* NAD 83(1986)-  35 03 52.     (N)    088 55 02.     (W)     SCALED    
 FE0457* NAVD 88     -       135.934  (meters)     445.98   (feet)  ADJUSTED  
 FE0457  ___________________________________________________________________
 FE0457  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0457  DYNAMIC HT  -         135.805 (meters)     445.55  (feet)  COMP
 FE0457  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FE0457
 FE0457  VERT ORDER  -  FIRST     CLASS II
 FE0457
 FE0457.The horizontal coordinates were scaled from a topographic map and have
 FE0457.an estimated accuracy of +/- 6 seconds.
 FE0457
 FE0457.The orthometric height was determined by differential leveling
 FE0457.and adjusted by the National Geodetic Survey in June 1991..
 FE0457
 FE0457.The geoid height was determined by GEOID03.
 FE0457
 FE0457.The dynamic height is computed by dividing the NAVD 88
 FE0457.geopotential number by the normal gravity value computed on the
 FE0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0457.degrees latitude (g = 980.6199 gals.).
 FE0457
 FE0457.The modeled gravity was interpolated from observed gravity values.
 FE0457
 FE0457;                    North         East    Units  Estimated Accuracy
 FE0457;SPC TN       -    85,080.      333,930.      MT  (+/- 180 meters Scaled)
 FE0457
 FE0457                          SUPERSEDED SURVEY CONTROL
 FE0457
 FE0457  NGVD 29 (??/??/??)  135.900  (m)          445.87   (f) ADJUSTED    1 2
 FE0457
 FE0457.Superseded values are not recommended for survey control.
 FE0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0457.See file dsdata.txt to determine how the superseded data were derived.
 FE0457
 FE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD251818(NAD 83)
 FE0457_MARKER: DB = BENCH MARK DISK
 FE0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0457_SP_SET: CONCRETE BASE
 FE0457_STAMPING: G 155 1944
 FE0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0457
 FE0457  HISTORY     - Date     Condition        Report By
 FE0457  HISTORY     - 1944     MONUMENTED       CGS
 FE0457  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0457
 FE0457                          STATION DESCRIPTION
 FE0457
 FE0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0457'1.7 MI W FROM MIDDLETON.
 FE0457'1.7 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0457'MIDDLETON, HARDEMAN COUNTY, 0.1 MILE WEST OF MILEPOST 484,
 FE0457'AT BLOCK SIGNAL 4841 A, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 FE0457'CONCRETE BASE, 13.5 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FE0457'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE0457'G 155 1944.
 FE0457
 FE0457                          STATION RECOVERY (1983)
 FE0457
 FE0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0457'NOT SEARCHED FOR, LEVEL LINE REROUTED OFF RAILROAD AND NEW LINE
 FE0457'ESTABLISHED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1003 ***********************************************************************
 FE1003  DESIGNATION -  G 156
 FE1003  PID         -  FE1003
 FE1003  STATE/COUNTY-  TN/HARDEMAN
 FE1003  USGS QUAD   -  SAULSBURY (1981)
 FE1003
 FE1003                         *CURRENT SURVEY CONTROL
 FE1003  ___________________________________________________________________
 FE1003* NAD 83(1986)-  35 02 45.     (N)    089 06 24.     (W)     SCALED    
 FE1003* NAVD 88     -       169.657  (meters)     556.62   (feet)  ADJUSTED  
 FE1003  ___________________________________________________________________
 FE1003  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE1003  DYNAMIC HT  -         169.496 (meters)     556.09  (feet)  COMP
 FE1003  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 FE1003
 FE1003  VERT ORDER  -  FIRST     CLASS II
 FE1003
 FE1003.The horizontal coordinates were scaled from a topographic map and have
 FE1003.an estimated accuracy of +/- 6 seconds.
 FE1003
 FE1003.The orthometric height was determined by differential leveling
 FE1003.and adjusted by the National Geodetic Survey in June 1991..
 FE1003
 FE1003.The geoid height was determined by GEOID03.
 FE1003
 FE1003.The dynamic height is computed by dividing the NAVD 88
 FE1003.geopotential number by the normal gravity value computed on the
 FE1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1003.degrees latitude (g = 980.6199 gals.).
 FE1003
 FE1003.The modeled gravity was interpolated from observed gravity values.
 FE1003
 FE1003;                    North         East    Units  Estimated Accuracy
 FE1003;SPC TN       -    83,550.      316,590.      MT  (+/- 180 meters Scaled)
 FE1003
 FE1003                          SUPERSEDED SURVEY CONTROL
 FE1003
 FE1003  NGVD 29 (??/??/??)  169.602  (m)          556.44   (f) ADJUSTED    1 2
 FE1003
 FE1003.Superseded values are not recommended for survey control.
 FE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1003.See file dsdata.txt to determine how the superseded data were derived.
 FE1003
 FE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD078801(NAD 83)
 FE1003_MARKER: DB = BENCH MARK DISK
 FE1003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1003_SP_SET: CULVERT
 FE1003_STAMPING: G 156 1944
 FE1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1003
 FE1003  HISTORY     - Date     Condition        Report By
 FE1003  HISTORY     - 1944     MONUMENTED       CGS
 FE1003  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1003
 FE1003                          STATION DESCRIPTION
 FE1003
 FE1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1003'1 MI W FROM SAULSBURY.
 FE1003'1.0 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1003'SAULSBURY, HARDEMAN COUNTY, 0.2 MILE WEST OF MILEPOST 495, AT A
 FE1003'LARGE STONE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 40 FEET
 FE1003'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 20 FEET LOWER
 FE1003'THAN THE TRACK.  A STANDARD DISK, STAMPED G 156 1944.
 FE1003
 FE1003                          STATION RECOVERY (1983)
 FE1003
 FE1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1003'NOT RECOVERED, POSSIBLY COVERED OVER WHEN NEW RAILROAD WAS
 FE1003'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1151 ***********************************************************************
 FE1151  DESIGNATION -  G 157
 FE1151  PID         -  FE1151
 FE1151  STATE/COUNTY-  TN/FAYETTE
 FE1151  USGS QUAD   -  ROSSVILLE (1981)
 FE1151
 FE1151                         *CURRENT SURVEY CONTROL
 FE1151  ___________________________________________________________________
 FE1151* NAD 83(1986)-  35 02 51.     (N)    089 33 25.     (W)     SCALED    
 FE1151* NAVD 88     -        95.204  (meters)     312.35   (feet)  ADJUSTED  
 FE1151  ___________________________________________________________________
 FE1151  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1151  DYNAMIC HT  -          95.115 (meters)     312.06  (feet)  COMP
 FE1151  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FE1151
 FE1151  VERT ORDER  -  FIRST     CLASS II
 FE1151
 FE1151.The horizontal coordinates were scaled from a topographic map and have
 FE1151.an estimated accuracy of +/- 6 seconds.
 FE1151
 FE1151.The orthometric height was determined by differential leveling
 FE1151.and adjusted by the National Geodetic Survey in June 1991..
 FE1151
 FE1151.The geoid height was determined by GEOID03.
 FE1151
 FE1151.The dynamic height is computed by dividing the NAVD 88
 FE1151.geopotential number by the normal gravity value computed on the
 FE1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1151.degrees latitude (g = 980.6199 gals.).
 FE1151
 FE1151.The modeled gravity was interpolated from observed gravity values.
 FE1151
 FE1151;                    North         East    Units  Estimated Accuracy
 FE1151;SPC TN       -    85,140.      275,540.      MT  (+/- 180 meters Scaled)
 FE1151
 FE1151                          SUPERSEDED SURVEY CONTROL
 FE1151
 FE1151  NGVD 29 (??/??/??)   95.150  (m)          312.17   (f) ADJUSTED    1 2
 FE1151
 FE1151.Superseded values are not recommended for survey control.
 FE1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1151.See file dsdata.txt to determine how the superseded data were derived.
 FE1151
 FE1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD667813(NAD 83)
 FE1151_MARKER: DB = BENCH MARK DISK
 FE1151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1151_SP_SET: CONCRETE
 FE1151_STAMPING: G 157 1944
 FE1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1151
 FE1151  HISTORY     - Date     Condition        Report By
 FE1151  HISTORY     - 1944     MONUMENTED       CGS
 FE1151  HISTORY     - 1965     MARK NOT FOUND   USGS
 FE1151
 FE1151                          STATION DESCRIPTION
 FE1151
 FE1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1151'0.8 MI W FROM ROSSVILLE.
 FE1151'0.8 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1151'ROSSVILLE, FAYETTE COUNTY, 0.3 MILE EAST OF MILEPOST 522, AT
 FE1151'BLOCK SIGNAL 5217 A, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 FE1151'CONCRETE BASE, 13 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FE1151'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 FE1151'STAMPED G 157 1944.
 FE1151
 FE1151                          STATION RECOVERY (1965)
 FE1151
 FE1151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FE1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0492 ***********************************************************************
 FE0492  DESIGNATION -  G 159
 FE0492  PID         -  FE0492
 FE0492  STATE/COUNTY-  TN/CHESTER
 FE0492  USGS QUAD   -  HENDERSON (1983)
 FE0492
 FE0492                         *CURRENT SURVEY CONTROL
 FE0492  ___________________________________________________________________
 FE0492* NAD 83(1986)-  35 26 36.     (N)    088 38 50.     (W)     SCALED    
 FE0492* NAVD 88     -       134.232  (meters)     440.39   (feet)  ADJUSTED  
 FE0492  ___________________________________________________________________
 FE0492  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0492  DYNAMIC HT  -         134.110 (meters)     439.99  (feet)  COMP
 FE0492  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 FE0492
 FE0492  VERT ORDER  -  FIRST     CLASS II
 FE0492
 FE0492.The horizontal coordinates were scaled from a topographic map and have
 FE0492.an estimated accuracy of +/- 6 seconds.
 FE0492
 FE0492.The orthometric height was determined by differential leveling
 FE0492.and adjusted by the National Geodetic Survey in June 1991..
 FE0492
 FE0492.The geoid height was determined by GEOID03.
 FE0492
 FE0492.The dynamic height is computed by dividing the NAVD 88
 FE0492.geopotential number by the normal gravity value computed on the
 FE0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0492.degrees latitude (g = 980.6199 gals.).
 FE0492
 FE0492.The modeled gravity was interpolated from observed gravity values.
 FE0492
 FE0492;                    North         East    Units  Estimated Accuracy
 FE0492;SPC TN       -   126,400.      359,690.      MT  (+/- 180 meters Scaled)
 FE0492
 FE0492                          SUPERSEDED SURVEY CONTROL
 FE0492
 FE0492  NGVD 29 (??/??/??)  134.249  (m)          440.45   (f) ADJUSTED    1 2
 FE0492
 FE0492.Superseded values are not recommended for survey control.
 FE0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0492.See file dsdata.txt to determine how the superseded data were derived.
 FE0492
 FE0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE504234(NAD 83)
 FE0492_MARKER: DB = BENCH MARK DISK
 FE0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0492_STAMPING: G 159 1944
 FE0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0492+STABILITY: SURFACE MOTION
 FE0492
 FE0492  HISTORY     - Date     Condition        Report By
 FE0492  HISTORY     - 1944     MONUMENTED       CGS
 FE0492  HISTORY     - 1948     GOOD             CGS
 FE0492  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0492
 FE0492                          STATION DESCRIPTION
 FE0492
 FE0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0492'AT HENDERSON.
 FE0492'AT HENDERSON, ABOUT 0.6 MILE NORTHWEST ALONG THE GULF, MOBILE
 FE0492'AND OHIO RAILROAD FROM THE STATION, ABOUT 0.45 MILE NORTHWEST
 FE0492'OF MILE POST 369, 138 YARDS SOUTHEAST OF HENDERSON CORPORATION
 FE0492'LIMIT SIGN, AT A PUBLIC DIRT ROAD CROSSING, 45 FEET SOUTHWEST
 FE0492'OF THE SOUTHWEST RAIL, 24 FEET SOUTH OF THE CENTER LINE OF THE
 FE0492'DIRT ROAD, 38.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 87
 FE0492'FEET NORTHWEST OF A TELEPHONE POLE AND 8 FEET SOUTHWEST OF BEING
 FE0492'IN LINE WITH THE ROW OF POLES, 3 FEET NORTHWEST OF A WHITE
 FE0492'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK AND SET
 FE0492'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MONUMENT
 FE0492'BELEIVED TO BE COVERED BY FILL DIRT FROM GAS LINE CONSTRUCTION.
 FE0492'THE ROAD HAS BEEN REBUILT AND THE TELEPHONE POLE HAS BEEN RESET.
 FE0492
 FE0492                          STATION RECOVERY (1972)
 FE0492
 FE0492'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0326 ***********************************************************************
 FC0326  DESIGNATION -  G 16
 FC0326  PID         -  FC0326
 FC0326  STATE/COUNTY-  TN/POLK
 FC0326  USGS QUAD   -  MC FARLAND (1980)
 FC0326
 FC0326                         *CURRENT SURVEY CONTROL
 FC0326  ___________________________________________________________________
 FC0326* NAD 83(1986)-  35 10 53.     (N)    084 28 02.     (W)     SCALED    
 FC0326* NAVD 88     -       240.061  (meters)     787.60   (feet)  ADJUSTED  
 FC0326  ___________________________________________________________________
 FC0326  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FC0326  DYNAMIC HT  -         239.822 (meters)     786.82  (feet)  COMP
 FC0326  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 FC0326
 FC0326  VERT ORDER  -  SECOND    CLASS 0
 FC0326
 FC0326.The horizontal coordinates were scaled from a topographic map and have
 FC0326.an estimated accuracy of +/- 6 seconds.
 FC0326
 FC0326.The orthometric height was determined by differential leveling
 FC0326.and adjusted by the National Geodetic Survey in June 1991..
 FC0326
 FC0326.The geoid height was determined by GEOID03.
 FC0326
 FC0326.The dynamic height is computed by dividing the NAVD 88
 FC0326.geopotential number by the normal gravity value computed on the
 FC0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0326.degrees latitude (g = 980.6199 gals.).
 FC0326
 FC0326.The modeled gravity was interpolated from observed gravity values.
 FC0326
 FC0326;                    North         East    Units  Estimated Accuracy
 FC0326;SPC TN       -    95,190.      739,610.      MT  (+/- 180 meters Scaled)
 FC0326
 FC0326                          SUPERSEDED SURVEY CONTROL
 FC0326
 FC0326  NGVD 29 (??/??/92)  240.125  (m)          787.81   (f) ADJ UNCH    2 0
 FC0326
 FC0326.Superseded values are not recommended for survey control.
 FC0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0326.See file dsdata.txt to determine how the superseded data were derived.
 FC0326
 FC0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD306960(NAD 83)
 FC0326_MARKER: DB = BENCH MARK DISK
 FC0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0326_SP_SET: CULVERT
 FC0326_STAMPING: G 16 1933
 FC0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0326
 FC0326  HISTORY     - Date     Condition        Report By
 FC0326  HISTORY     - 1933     MONUMENTED       CGS
 FC0326  HISTORY     - 1951     GOOD             NGS
 FC0326
 FC0326                          STATION DESCRIPTION
 FC0326
 FC0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0326'2.3 MI E FROM RELIANCE.
 FC0326'2.3 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0326'RELIANCE, POLK COUNTY, ABOUT 1/3 MILE SOUTHWEST OF MILEPOST L
 FC0326'348, 200 FEET WEST OF THE STATION SIGN AT HIWASSEE, 9.6 FEET
 FC0326'SOUTHEAST OF THE SOUTHEAST RAIL, AND IN THE TOP OF THE BELL OF
 FC0326'A 30-INCH CYLINDRICAL CONCRETE PIPE CULVERT.  A FENCE POST WITH
 FC0326'CONTROL MARKER SIGN SET 2 FEET NORTHEAST OF TABLET.  A STANDARD
 FC0326'DISK, STAMPED G 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0707 ***********************************************************************
 FE0707  DESIGNATION -  G 160
 FE0707  PID         -  FE0707
 FE0707  STATE/COUNTY-  TN/MADISON
 FE0707  USGS QUAD   -  JACKSON NORTH (1983)
 FE0707
 FE0707                         *CURRENT SURVEY CONTROL
 FE0707  ___________________________________________________________________
 FE0707* NAD 83(1986)-  35 43 13.     (N)    088 47 36.     (W)     SCALED    
 FE0707* NAVD 88     -       131.831  (meters)     432.52   (feet)  ADJUSTED  
 FE0707  ___________________________________________________________________
 FE0707  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0707  DYNAMIC HT  -         131.715 (meters)     432.13  (feet)  COMP
 FE0707  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 FE0707
 FE0707  VERT ORDER  -  FIRST     CLASS II
 FE0707
 FE0707.The horizontal coordinates were scaled from a topographic map and have
 FE0707.an estimated accuracy of +/- 6 seconds.
 FE0707
 FE0707.The orthometric height was determined by differential leveling
 FE0707.and adjusted by the National Geodetic Survey in June 1991..
 FE0707
 FE0707.The geoid height was determined by GEOID03.
 FE0707
 FE0707.The dynamic height is computed by dividing the NAVD 88
 FE0707.geopotential number by the normal gravity value computed on the
 FE0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0707.degrees latitude (g = 980.6199 gals.).
 FE0707
 FE0707.The modeled gravity was interpolated from observed gravity values.
 FE0707
 FE0707;                    North         East    Units  Estimated Accuracy
 FE0707;SPC TN       -   157,490.      347,300.      MT  (+/- 180 meters Scaled)
 FE0707
 FE0707                          SUPERSEDED SURVEY CONTROL
 FE0707
 FE0707  NGVD 29 (??/??/??)  131.875  (m)          432.66   (f) ADJUSTED    1 2
 FE0707
 FE0707.Superseded values are not recommended for survey control.
 FE0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0707.See file dsdata.txt to determine how the superseded data were derived.
 FE0707
 FE0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE377544(NAD 83)
 FE0707_MARKER: DB = BENCH MARK DISK
 FE0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0707_STAMPING: G 160 1944
 FE0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0707+STABILITY: SURFACE MOTION
 FE0707
 FE0707  HISTORY     - Date     Condition        Report By
 FE0707  HISTORY     - 1944     MONUMENTED       CGS
 FE0707  HISTORY     - 1948     GOOD             CGS
 FE0707  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0707
 FE0707                          STATION DESCRIPTION
 FE0707
 FE0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0707'0.4 MI N FROM OAKFIELD.
 FE0707'ABOUT 0.45 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0707'THE STATION AT OAKFIELD, 179 FEET NORTH-NORTHEAST AND ACROSS
 FE0707'THE TRACKS FROM MILE POST C 463, AT A GRAVEL ROAD CROSSING, 27.5
 FE0707'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 17 FEET NORTH OF
 FE0707'THE CENTER LINE OF THE GRAVEL ROAD, 23 FEET NORTHWEST OF A
 FE0707'FENCE CORNER, 15 FEET NORTHEAST OF A CROSSING WARNING SIGN,
 FE0707'1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FE0707'THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FE0707'INCHES.
 FE0707
 FE0707                          STATION RECOVERY (2002)
 FE0707
 FE0707'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0371 ***********************************************************************
 GD0371  DESIGNATION -  G 161
 GD0371  PID         -  GD0371
 GD0371  STATE/COUNTY-  TN/GIBSON
 GD0371  USGS QUAD   -  BRADFORD (1985)
 GD0371
 GD0371                         *CURRENT SURVEY CONTROL
 GD0371  ___________________________________________________________________
 GD0371* NAD 83(1986)-  36 03 57.     (N)    088 48 37.     (W)     SCALED    
 GD0371* NAVD 88     -       118.097  (meters)     387.46   (feet)  ADJUSTED  
 GD0371  ___________________________________________________________________
 GD0371  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0371  DYNAMIC HT  -         117.997 (meters)     387.13  (feet)  COMP
 GD0371  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 GD0371
 GD0371  VERT ORDER  -  FIRST     CLASS II
 GD0371
 GD0371.The horizontal coordinates were scaled from a topographic map and have
 GD0371.an estimated accuracy of +/- 6 seconds.
 GD0371
 GD0371.The orthometric height was determined by differential leveling
 GD0371.and adjusted by the National Geodetic Survey in June 1991..
 GD0371
 GD0371.The geoid height was determined by GEOID03.
 GD0371
 GD0371.The dynamic height is computed by dividing the NAVD 88
 GD0371.geopotential number by the normal gravity value computed on the
 GD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0371.degrees latitude (g = 980.6199 gals.).
 GD0371
 GD0371.The modeled gravity was interpolated from observed gravity values.
 GD0371
 GD0371;                    North         East    Units  Estimated Accuracy
 GD0371;SPC TN       -   195,850.      346,870.      MT  (+/- 180 meters Scaled)
 GD0371
 GD0371                          SUPERSEDED SURVEY CONTROL
 GD0371
 GD0371  NGVD 29 (??/??/??)  118.135  (m)          387.58   (f) ADJUSTED    1 2
 GD0371
 GD0371.Superseded values are not recommended for survey control.
 GD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0371.See file dsdata.txt to determine how the superseded data were derived.
 GD0371
 GD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE369927(NAD 83)
 GD0371_MARKER: DB = BENCH MARK DISK
 GD0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0371_STAMPING: G 161 1944
 GD0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0371+STABILITY: SURFACE MOTION
 GD0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0371+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0371
 GD0371  HISTORY     - Date     Condition        Report By
 GD0371  HISTORY     - 1944     MONUMENTED       CGS
 GD0371  HISTORY     - 1948     GOOD             CGS
 GD0371  HISTORY     - 1967     GOOD             CGS
 GD0371  HISTORY     - 1990     GOOD             USPSQD
 GD0371  HISTORY     - 20020826 GOOD             USACE
 GD0371
 GD0371                          STATION DESCRIPTION
 GD0371
 GD0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0371'0.6 MI S FROM BRADFORD.
 GD0371'ABOUT 0.65 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0371'THE STATION AT BRADFORD, ABOUT 0.4 MILE NORTH OF MILE POST C
 GD0371'438, 69 YARDS SOUTH OF A FIELD ROAD CROSSING, AT THE NORTH END
 GD0371'OF A CUT AND AT THE SOUTH END OF A SHORT FILL, 26.5 FEET WEST OF
 GD0371'THE WEST RAIL, 37 FEET NORTH OF A TELEPHONE POLE WITH SIGN 60 ON
 GD0371'POLE, 23.5 FEET EAST-NORTHEAST OF A T FENCE CORNER IN THE R/W
 GD0371'FENCE LINE, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1
 GD0371'FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GD0371'PROJECTING 4 INCHES.  NOTE-- THE MARK IS NOW 0.7 OF A FOOT E OF
 GD0371'A METAL WITNESS POST AND SIGN.
 GD0371
 GD0371                          STATION RECOVERY (1967)
 GD0371
 GD0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0371'RECOVERED IN GOOD CONDITION.
 GD0371
 GD0371                          STATION RECOVERY (1990)
 GD0371
 GD0371'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0371'RECOVERED IN GOOD CONDITION.
 GD0371
 GD0371                          STATION RECOVERY (2002)
 GD0371
 GD0371'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1271 ***********************************************************************
 GA1271  DESIGNATION -  G 162
 GA1271  PID         -  GA1271
 GA1271  STATE/COUNTY-  TN/HAWKINS
 GA1271  USGS QUAD   -  CHURCH HILL (1991)
 GA1271
 GA1271                         *CURRENT SURVEY CONTROL
 GA1271  ___________________________________________________________________
 GA1271* NAD 83(1986)-  36 33 15.     (N)    082 39 30.     (W)     SCALED    
 GA1271* NAVD 88     -       418.765  (meters)    1373.90   (feet)  ADJUSTED  
 GA1271  ___________________________________________________________________
 GA1271  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1271  DYNAMIC HT  -         418.389 (meters)    1372.66  (feet)  COMP
 GA1271  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 GA1271
 GA1271  VERT ORDER  -  FIRST     CLASS I
 GA1271
 GA1271.The horizontal coordinates were scaled from a topographic map and have
 GA1271.an estimated accuracy of +/- 6 seconds.
 GA1271
 GA1271.The orthometric height was determined by differential leveling
 GA1271.and adjusted by the National Geodetic Survey in June 1991..
 GA1271
 GA1271.The geoid height was determined by GEOID03.
 GA1271
 GA1271.The dynamic height is computed by dividing the NAVD 88
 GA1271.geopotential number by the normal gravity value computed on the
 GA1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1271.degrees latitude (g = 980.6199 gals.).
 GA1271
 GA1271.The modeled gravity was interpolated from observed gravity values.
 GA1271
 GA1271;                    North         East    Units  Estimated Accuracy
 GA1271;SPC TN       -   251,510.      899,130.      MT  (+/- 180 meters Scaled)
 GA1271
 GA1271                          SUPERSEDED SURVEY CONTROL
 GA1271
 GA1271  NGVD 29 (??/??/92)  418.908  (m)         1374.37   (f) ADJ UNCH    1 1
 GA1271
 GA1271.Superseded values are not recommended for survey control.
 GA1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1271.See file dsdata.txt to determine how the superseded data were derived.
 GA1271
 GA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA515466(NAD 83)
 GA1271_MARKER: DB = BENCH MARK DISK
 GA1271_SETTING: 66 = SET IN ROCK OUTCROP
 GA1271_SP_SET: ROCK OUTCROP
 GA1271_STAMPING: G 162 1967
 GA1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1271+STABILITY: POSITION/ELEVATION WELL
 GA1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1271+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 GA1271
 GA1271  HISTORY     - Date     Condition        Report By
 GA1271  HISTORY     - 1967     MONUMENTED       CGS
 GA1271  HISTORY     - 20040201 GOOD             GEOCAC
 GA1271
 GA1271                          STATION DESCRIPTION
 GA1271
 GA1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1271'4.2 MI NE FROM CHURCH HILL.
 GA1271'ABOUT 4.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1271'RAILROAD FROM THE STATION AT CHURCH HILL, 0.25 MILE NORTHWEST
 GA1271'OF MILEPOST 50, 0.2 MILE SOUTHEAST OF THE CROSSING OF THE RAILROAD
 GA1271'AND A PRIVATE ROAD, 150 YARDS NORTHWEST OF THE CROSSING OF THE
 GA1271'RAILROAD AND AN ABANDONED ROAD, SET IN THE TOP OF A LEDGE AT
 GA1271'THE FOOT OF A ROCK OUTCROP, 28 FEET SOUTHWEST OF THE SOUTHWEST
 GA1271'RAIL OF THE TRACK, 9 FEET SOUTHEAST OF POLE NUMBER K24, AND ABOUT
 GA1271'5 FEET ABOVE THE LEVEL OF THE TRACK.
 GA1271
 GA1271                          STATION RECOVERY (2004)
 GA1271
 GA1271'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA1271'N36.33.244 W082.39.512
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1851 ***********************************************************************
 GA1851  DESIGNATION -  G 163
 GA1851  PID         -  GA1851
 GA1851  STATE/COUNTY-  TN/HAWKINS
 GA1851  USGS QUAD   -  BULLS GAP (1976)
 GA1851
 GA1851                         *CURRENT SURVEY CONTROL
 GA1851  ___________________________________________________________________
 GA1851* NAD 83(1986)-  36 15 43.     (N)    083 05 56.     (W)     SCALED    
 GA1851* NAVD 88     -       351.777  (meters)    1154.12   (feet)  ADJUSTED  
 GA1851  ___________________________________________________________________
 GA1851  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA1851  DYNAMIC HT  -         351.454 (meters)    1153.06  (feet)  COMP
 GA1851  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 GA1851
 GA1851  VERT ORDER  -  FIRST     CLASS I
 GA1851
 GA1851.The horizontal coordinates were scaled from a topographic map and have
 GA1851.an estimated accuracy of +/- 6 seconds.
 GA1851
 GA1851.The orthometric height was determined by differential leveling
 GA1851.and adjusted by the National Geodetic Survey in June 1991..
 GA1851
 GA1851.The geoid height was determined by GEOID03.
 GA1851
 GA1851.The dynamic height is computed by dividing the NAVD 88
 GA1851.geopotential number by the normal gravity value computed on the
 GA1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1851.degrees latitude (g = 980.6199 gals.).
 GA1851
 GA1851.The modeled gravity was interpolated from observed gravity values.
 GA1851
 GA1851;                    North         East    Units  Estimated Accuracy
 GA1851;SPC TN       -   217,840.      860,660.      MT  (+/- 180 meters Scaled)
 GA1851
 GA1851                          SUPERSEDED SURVEY CONTROL
 GA1851
 GA1851  NGVD 29 (??/??/92)  351.929  (m)         1154.62   (f) ADJ UNCH    1 1
 GA1851
 GA1851.Superseded values are not recommended for survey control.
 GA1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1851.See file dsdata.txt to determine how the superseded data were derived.
 GA1851
 GA1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA114150(NAD 83)
 GA1851_MARKER: DB = BENCH MARK DISK
 GA1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1851_STAMPING: G 163 1967
 GA1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1851+STABILITY: SURFACE MOTION
 GA1851
 GA1851  HISTORY     - Date     Condition        Report By
 GA1851  HISTORY     - 1967     MONUMENTED       CGS
 GA1851
 GA1851                          STATION DESCRIPTION
 GA1851
 GA1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1851'1 MI NW FROM BULLS GAP.
 GA1851'ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1851'RAILROAD FROM THE STATION AT BULLS GAP, 26 FEET SOUTHWEST OF THE
 GA1851'SOUTHWEST RAIL OF THE MAIN TRACK, 165 FEET SOUTHEAST OF THE
 GA1851'CENTER OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 48
 GA1851'FEET SOUTHEAST OF A SIGN POST WHICH READS STATION 1 MILE, 3 FEET
 GA1851'SOUTHEAST OF A POLE, 1.2 FEET NORTHWEST OF A METAL WITNESS POST,
 GA1851'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GA1851'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1745 ***********************************************************************
 GA1745  DESIGNATION -  G 164
 GA1745  PID         -  GA1745
 GA1745  STATE/COUNTY-  TN/COCKE
 GA1745  USGS QUAD   -  RANKIN (1980)
 GA1745
 GA1745                         *CURRENT SURVEY CONTROL
 GA1745  ___________________________________________________________________
 GA1745* NAD 83(1986)-  36 01 11.     (N)    083 12 14.     (W)     SCALED    
 GA1745* NAVD 88     -       308.980  (meters)    1013.71   (feet)  ADJUSTED  
 GA1745  ___________________________________________________________________
 GA1745  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1745  DYNAMIC HT  -         308.690 (meters)    1012.76  (feet)  COMP
 GA1745  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 GA1745
 GA1745  VERT ORDER  -  FIRST     CLASS I
 GA1745
 GA1745.The horizontal coordinates were scaled from a topographic map and have
 GA1745.an estimated accuracy of +/- 6 seconds.
 GA1745
 GA1745.The orthometric height was determined by differential leveling
 GA1745.and adjusted by the National Geodetic Survey in June 1991..
 GA1745
 GA1745.The geoid height was determined by GEOID03.
 GA1745
 GA1745.The dynamic height is computed by dividing the NAVD 88
 GA1745.geopotential number by the normal gravity value computed on the
 GA1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1745.degrees latitude (g = 980.6199 gals.).
 GA1745
 GA1745.The modeled gravity was interpolated from observed gravity values.
 GA1745
 GA1745;                    North         East    Units  Estimated Accuracy
 GA1745;SPC TN       -   190,700.      852,000.      MT  (+/- 180 meters Scaled)
 GA1745
 GA1745                          SUPERSEDED SURVEY CONTROL
 GA1745
 GA1745  NGVD 29 (??/??/92)  309.122  (m)         1014.18   (f) ADJ UNCH    1 1
 GA1745
 GA1745.Superseded values are not recommended for survey control.
 GA1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1745.See file dsdata.txt to determine how the superseded data were derived.
 GA1745
 GA1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV014883(NAD 83)
 GA1745_MARKER: DB = BENCH MARK DISK
 GA1745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1745_SP_SET: RADAR TOWER
 GA1745_STAMPING: G 164 1967
 GA1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1745
 GA1745  HISTORY     - Date     Condition        Report By
 GA1745  HISTORY     - 1967     MONUMENTED       CGS
 GA1745
 GA1745                          STATION DESCRIPTION
 GA1745
 GA1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1745'4.2 MI N FROM NEWPORT.
 GA1745'ABOUT 4.15 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY
 GA1745'RAILROAD FROM THE STATION AT NEWPORT, 0.15 MILE NORTH OF A
 GA1745'BUILDING WHICH IS OCCUPIED BY THE SONOCO PAPER COMPANY, 0.4
 GA1745'MILE SOUTH OF MILEPOST 211, 58 FEET SOUTH OF THE CENTER OF THE
 GA1745'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 20 FEET EAST OF
 GA1745'THE EAST RAIL OF THE TRACK, SET IN THE TOP OF THE WEST CORNER
 GA1745'OF THE NORTHWEST CONCRETE FOOTING FOR A RADAR TOWER, 4 FEET
 GA1745'SOUTH OF THE SOUTH WALL OF METAL BUILDING NUMBER S 211-1, AND
 GA1745'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0697 ***********************************************************************
 FB0697  DESIGNATION -  G 165
 FB0697  PID         -  FB0697
 FB0697  STATE/COUNTY-  TN/COCKE
 FB0697  USGS QUAD   -  PAINT ROCK (1991)
 FB0697
 FB0697                         *CURRENT SURVEY CONTROL
 FB0697  ___________________________________________________________________
 FB0697* NAD 83(1986)-  35 56 00.     (N)    082 54 42.     (W)     SCALED    
 FB0697* NAVD 88     -       375.984  (meters)    1233.54   (feet)  ADJUSTED  
 FB0697  ___________________________________________________________________
 FB0697  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB0697  DYNAMIC HT  -         375.618 (meters)    1232.34  (feet)  COMP
 FB0697  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 FB0697
 FB0697  VERT ORDER  -  FIRST     CLASS I
 FB0697
 FB0697.The horizontal coordinates were scaled from a topographic map and have
 FB0697.an estimated accuracy of +/- 6 seconds.
 FB0697
 FB0697.The orthometric height was determined by differential leveling
 FB0697.and adjusted by the National Geodetic Survey in June 1991..
 FB0697
 FB0697.The geoid height was determined by GEOID03.
 FB0697
 FB0697.The dynamic height is computed by dividing the NAVD 88
 FB0697.geopotential number by the normal gravity value computed on the
 FB0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0697.degrees latitude (g = 980.6199 gals.).
 FB0697
 FB0697.The modeled gravity was interpolated from observed gravity values.
 FB0697
 FB0697;                    North         East    Units  Estimated Accuracy
 FB0697;SPC TN       -   181,920.      878,630.      MT  (+/- 180 meters Scaled)
 FB0697
 FB0697                          SUPERSEDED SURVEY CONTROL
 FB0697
 FB0697  NGVD 29 (??/??/92)  376.131  (m)         1234.02   (f) ADJ UNCH    1 1
 FB0697
 FB0697.Superseded values are not recommended for survey control.
 FB0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0697.See file dsdata.txt to determine how the superseded data were derived.
 FB0697
 FB0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV275782(NAD 83)
 FB0697_MARKER: DB = BENCH MARK DISK
 FB0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0697_SP_SET: ABUTMENT
 FB0697_STAMPING: G 165 1967
 FB0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0697
 FB0697  HISTORY     - Date     Condition        Report By
 FB0697  HISTORY     - 1967     MONUMENTED       CGS
 FB0697
 FB0697                          STATION DESCRIPTION
 FB0697
 FB0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0697'8.6 MI E FROM DEL RIO.
 FB0697'ABOUT 8.55 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0697'FROM THE STATION AT DEL RIO, OR ABOUT 2.45 MILES NORTHWEST
 FB0697'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE RAILROAD
 FB0697'BRIDGE OVER GRASS CREEK AT PAINT ROCK, NORTH CAROLINA, 12 POLES
 FB0697'NORTH OF MILEPOST 187, AT THE WEST END OF LOWER TWIN BRIDGE OVER
 FB0697'THE FRENCH BROAD RIVER, 4 1/2 FEET NORTH OF THE NORTH RAIL OF
 FB0697'THE TRACK, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 FB0697'ABUTMENT OF THE RAILROAD BRIDGE, 2.6 FEET WEST OF THE WEST END
 FB0697'OF THE NORTH STEEL GIRDER OF THE BRIDGE, AND ABOUT 1/2 FOOT
 FB0697'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0210 ***********************************************************************
 GD0210  DESIGNATION -  G 166
 GD0210  PID         -  GD0210
 GD0210  STATE/COUNTY-  TN/STEWART
 GD0210  USGS QUAD   -  PARIS LANDING (1981)
 GD0210
 GD0210                         *CURRENT SURVEY CONTROL
 GD0210  ___________________________________________________________________
 GD0210* NAD 83(1986)-  36 27 11.     (N)    088 01 32.     (W)     SCALED    
 GD0210* NAVD 88     -       177.865  (meters)     583.55   (feet)  ADJUSTED  
 GD0210  ___________________________________________________________________
 GD0210  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GD0210  DYNAMIC HT  -         177.720 (meters)     583.07  (feet)  COMP
 GD0210  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 GD0210
 GD0210  VERT ORDER  -  FIRST     CLASS II
 GD0210
 GD0210.The horizontal coordinates were scaled from a topographic map and have
 GD0210.an estimated accuracy of +/- 6 seconds.
 GD0210
 GD0210.The orthometric height was determined by differential leveling
 GD0210.and adjusted by the National Geodetic Survey in June 1991..
 GD0210
 GD0210.The geoid height was determined by GEOID03.
 GD0210
 GD0210.The dynamic height is computed by dividing the NAVD 88
 GD0210.geopotential number by the normal gravity value computed on the
 GD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0210.degrees latitude (g = 980.6199 gals.).
 GD0210
 GD0210.The modeled gravity was interpolated from observed gravity values.
 GD0210
 GD0210;                    North         East    Units  Estimated Accuracy
 GD0210;SPC TN       -   237,070.      418,430.      MT  (+/- 180 meters Scaled)
 GD0210
 GD0210                          SUPERSEDED SURVEY CONTROL
 GD0210
 GD0210  NGVD 29 (??/??/??)  177.908  (m)          583.69   (f) ADJUSTED    1 2
 GD0210
 GD0210.Superseded values are not recommended for survey control.
 GD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0210.See file dsdata.txt to determine how the superseded data were derived.
 GD0210
 GD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF080346(NAD 83)
 GD0210_MARKER: DB = BENCH MARK DISK
 GD0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0210_STAMPING: G 166 1947
 GD0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0210+STABILITY: SURFACE MOTION
 GD0210
 GD0210  HISTORY     - Date     Condition        Report By
 GD0210  HISTORY     - 1947     MONUMENTED       CGS
 GD0210  HISTORY     - 1971     GOOD             NGS
 GD0210
 GD0210                          STATION DESCRIPTION
 GD0210
 GD0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0210'12.6 MI W FROM DOVER.
 GD0210'ABOUT 12.6 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE
 GD0210'AT DOVER, AT A CURVE WITH TANGENTS LEADING EAST AND SOUTH, 262
 GD0210'FEET WEST ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF AN
 GD0210'ABANDONED FARMHOUSE, 38 FEET NORTHWEST OF THE CENTER LINE OF
 GD0210'THE HIGHWAY, 30 FEET NORTHEAST OF A 14-INCH BLAZED OAK TREE,
 GD0210'19 FEET SOUTHWEST OF A 16-INCH BLAZED OAK TREE, ABOUT 1-1/2 FEET
 GD0210'LOWER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 GD0210'PROJECTING ABOUT 2 INCHES.  NOTE-- ALIGNMENT OF U.S. 79 HAS BEEN
 GD0210'CHANGED-STATION IS ON OLD ALIGNMENT OTHER DESCRIPTION GOOD- NEW
 GD0210'REFERENCE- 48 FT .0 IN SE TO CENTERLINE OF OLD 79 HWY, 19 FT .0 IN
 GD0210'E TO 30 IN RED OAK, 30 FT .0 IN W TO 20 IN RED OAK.  POST AND
 GD0210'SIGN SET.
 GD0210
 GD0210                          STATION RECOVERY (1971)
 GD0210
 GD0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1607 ***********************************************************************
 GC1607  DESIGNATION -  G 167
 GC1607  PID         -  GC1607
 GC1607  STATE/COUNTY-  TN/HOUSTON
 GC1607  USGS QUAD   -  MC KINNON (1973)
 GC1607
 GC1607                         *CURRENT SURVEY CONTROL
 GC1607  ___________________________________________________________________
 GC1607* NAD 83(1986)-  36 16 52.     (N)    087 54 19.     (W)     SCALED    
 GC1607* NAVD 88     -       132.244  (meters)     433.87   (feet)  ADJUSTED  
 GC1607  ___________________________________________________________________
 GC1607  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC1607  DYNAMIC HT  -         132.135 (meters)     433.51  (feet)  COMP
 GC1607  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 GC1607
 GC1607  VERT ORDER  -  FIRST     CLASS II
 GC1607
 GC1607.The horizontal coordinates were scaled from a topographic map and have
 GC1607.an estimated accuracy of +/- 6 seconds.
 GC1607
 GC1607.The orthometric height was determined by differential leveling
 GC1607.and adjusted by the National Geodetic Survey in June 1991..
 GC1607
 GC1607.The geoid height was determined by GEOID03.
 GC1607
 GC1607.The dynamic height is computed by dividing the NAVD 88
 GC1607.geopotential number by the normal gravity value computed on the
 GC1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1607.degrees latitude (g = 980.6199 gals.).
 GC1607
 GC1607.The modeled gravity was interpolated from observed gravity values.
 GC1607
 GC1607;                    North         East    Units  Estimated Accuracy
 GC1607;SPC TN       -   217,770.      428,840.      MT  (+/- 180 meters Scaled)
 GC1607
 GC1607                          SUPERSEDED SURVEY CONTROL
 GC1607
 GC1607  NGVD 29 (??/??/92)  132.278  (m)          433.98   (f) ADJ UNCH    1 2
 GC1607
 GC1607.Superseded values are not recommended for survey control.
 GC1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1607.See file dsdata.txt to determine how the superseded data were derived.
 GC1607
 GC1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF186155(NAD 83)
 GC1607_MARKER: DB = BENCH MARK DISK
 GC1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1607_STAMPING: G 167 1947
 GC1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1607+STABILITY: SURFACE MOTION
 GC1607
 GC1607  HISTORY     - Date     Condition        Report By
 GC1607  HISTORY     - 1947     MONUMENTED       CGS
 GC1607  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1607  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GC1607
 GC1607                          STATION DESCRIPTION
 GC1607
 GC1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1607'3.4 MI S FROM MC KINNON.
 GC1607'3.4 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM
 GC1607'THE METHODIST CHURCH AT MC KINNON, AT THE G.C. WYATT RESIDENCE,
 GC1607'141 FEET NORTHWEST ACROSS THE ROAD FROM THE NORTHWEST CORNER OF
 GC1607'THE BARN, 74 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 GC1607'IN THE NORTHEAST CORNER OF A SMALL PEACH ORCHARD, 19 FEET WEST
 GC1607'OF THE CENTER LINE OF THE ROAD, 11 FEET NORTH OF A 6-INCH TWIN
 GC1607'PEACH TREE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND IN THE TOP OF
 GC1607'A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 GC1607
 GC1607                          STATION RECOVERY (1972)
 GC1607
 GC1607'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1607'MARK NOT FOUND.
 GC1607
 GC1607                          STATION RECOVERY (1987)
 GC1607
 GC1607'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1580 ***********************************************************************
 GC1580  DESIGNATION -  G 168
 GC1580  PID         -  GC1580
 GC1580  STATE/COUNTY-  TN/HUMPHREYS
 GC1580  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1580
 GC1580                         *CURRENT SURVEY CONTROL
 GC1580  ___________________________________________________________________
 GC1580* NAD 83(1986)-  36 02 46.     (N)    087 58 41.     (W)     SCALED    
 GC1580* NAVD 88     -       116.379  (meters)     381.82   (feet)  ADJUSTED  
 GC1580  ___________________________________________________________________
 GC1580  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GC1580  DYNAMIC HT  -         116.280 (meters)     381.50  (feet)  COMP
 GC1580  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GC1580
 GC1580  VERT ORDER  -  FIRST     CLASS II
 GC1580
 GC1580.The horizontal coordinates were scaled from a topographic map and have
 GC1580.an estimated accuracy of +/- 6 seconds.
 GC1580
 GC1580.The orthometric height was determined by differential leveling
 GC1580.and adjusted by the National Geodetic Survey in June 1991..
 GC1580
 GC1580.The geoid height was determined by GEOID03.
 GC1580
 GC1580.The dynamic height is computed by dividing the NAVD 88
 GC1580.geopotential number by the normal gravity value computed on the
 GC1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1580.degrees latitude (g = 980.6199 gals.).
 GC1580
 GC1580.The modeled gravity was interpolated from observed gravity values.
 GC1580
 GC1580;                    North         East    Units  Estimated Accuracy
 GC1580;SPC TN       -   191,830.      421,780.      MT  (+/- 180 meters Scaled)
 GC1580
 GC1580                          SUPERSEDED SURVEY CONTROL
 GC1580
 GC1580  NGVD 29 (??/??/92)  116.412  (m)          381.93   (f) ADJ UNCH    1 2
 GC1580
 GC1580.Superseded values are not recommended for survey control.
 GC1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1580.See file dsdata.txt to determine how the superseded data were derived.
 GC1580
 GC1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE119895(NAD 83)
 GC1580_MARKER: DB = BENCH MARK DISK
 GC1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1580_STAMPING: G 168 1947
 GC1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1580+STABILITY: SURFACE MOTION
 GC1580
 GC1580  HISTORY     - Date     Condition        Report By
 GC1580  HISTORY     - 1947     MONUMENTED       CGS
 GC1580  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1580
 GC1580                          STATION DESCRIPTION
 GC1580
 GC1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1580'2.2 MI NW FROM JOHNSONVILLE.
 GC1580'0.2 MILE WEST AND ABOUT 2.0 MILES NORTH ALONG A GRAVEL ROAD FROM
 GC1580'THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT
 GC1580'JOHNSONVILLE, ABOUT 1.4 MILES SOUTH OF THE SITE OF THE STATION AT
 GC1580'ABANDONED JOHNSONVILLE, AT A CURVE WITH TANGENTS LEADING SOUTH
 GC1580'AND NORTHEAST, AT THE JUNCTION OF A DIM ROAD LEADING WEST, 29
 GC1580'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 11 FEET
 GC1580'NORTHEAST OF THE CENTERLINE OF THE DIM ROAD, 9.5 FEET WEST OF A
 GC1580'12-INCH BLAZED TREE, 5 FEET EAST OF AN 8-INCH BLAZED HICKORY
 GC1580'TREE, ABOUT LEVEL WITH THE ROAD JUNCTION, AND IN THE TOP OF A
 GC1580'CONCRETE POST PROJECTING ABOUT 2 INCHES.
 GC1580
 GC1580                          STATION RECOVERY (1972)
 GC1580
 GC1580'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0101 ***********************************************************************
 FE0101  DESIGNATION -  G 169
 FE0101  PID         -  FE0101
 FE0101  STATE/COUNTY-  TN/DECATUR
 FE0101  USGS QUAD   -  JEANNETTE (1986)
 FE0101
 FE0101                         *CURRENT SURVEY CONTROL
 FE0101  ___________________________________________________________________
 FE0101* NAD 83(1986)-  35 44 49.     (N)    088 05 31.     (W)     SCALED    
 FE0101* NAVD 88     -       138.472  (meters)     454.30   (feet)  ADJUSTED  
 FE0101  ___________________________________________________________________
 FE0101  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0101  DYNAMIC HT  -         138.352 (meters)     453.91  (feet)  COMP
 FE0101  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 FE0101
 FE0101  VERT ORDER  -  FIRST     CLASS II
 FE0101
 FE0101.The horizontal coordinates were scaled from a topographic map and have
 FE0101.an estimated accuracy of +/- 6 seconds.
 FE0101
 FE0101.The orthometric height was determined by differential leveling
 FE0101.and adjusted by the National Geodetic Survey in June 1991..
 FE0101
 FE0101.The geoid height was determined by GEOID03.
 FE0101
 FE0101.The dynamic height is computed by dividing the NAVD 88
 FE0101.geopotential number by the normal gravity value computed on the
 FE0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0101.degrees latitude (g = 980.6199 gals.).
 FE0101
 FE0101.The modeled gravity was interpolated from observed gravity values.
 FE0101
 FE0101;                    North         East    Units  Estimated Accuracy
 FE0101;SPC TN       -   158,860.      410,810.      MT  (+/- 180 meters Scaled)
 FE0101
 FE0101                          SUPERSEDED SURVEY CONTROL
 FE0101
 FE0101  NGVD 29 (??/??/??)  138.490  (m)          454.36   (f) ADJUSTED    1 2
 FE0101
 FE0101.Superseded values are not recommended for survey control.
 FE0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0101.See file dsdata.txt to determine how the superseded data were derived.
 FE0101
 FE0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE012564(NAD 83)
 FE0101_MARKER: DD = SURVEY DISK
 FE0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0101_STAMPING: G 169 1947
 FE0101_MARK LOGO: TVA   
 FE0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0101+STABILITY: SURFACE MOTION
 FE0101
 FE0101  HISTORY     - Date     Condition        Report By
 FE0101  HISTORY     - 1947     MONUMENTED       TVA
 FE0101  HISTORY     - 1947     GOOD             CGS
 FE0101
 FE0101                          STATION DESCRIPTION
 FE0101
 FE0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0101'7.7 MI N FROM PARSONS.
 FE0101'ABOUT 7.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0101'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0101'ABOUT 0.55 MILE NORTHEAST OF THE STORE AT JEANNETTE, ABOUT 0.65
 FE0101'MILE SOUTH OF A LARGE 2-STORY FARMHOUSE, IN THE SOUTHWEST CORNER
 FE0101'OF A SMALL FIELD, 89 FEET NORTHEAST OF THE NORTHWEST END OF A
 FE0101'14-INCH CONCRETE PIPE HIGHWAY CULVERT, 24 FEET NORTHWEST OF THE
 FE0101'CENTER LINE OF THE HIGHWAY, 30 FEET NORTHEAST OF AN 8-INCH BLAZED
 FE0101'TREE, 13 FEET EAST OF A 10-INCH BLAZED TREE, 2 FEET NORTHEAST
 FE0101'OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 FE0101'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1257 ***********************************************************************
 FD1257  DESIGNATION -  G 170
 FD1257  PID         -  FD1257
 FD1257  STATE/COUNTY-  TN/PERRY
 FD1257  USGS QUAD   -  POPE (1973)
 FD1257
 FD1257                         *CURRENT SURVEY CONTROL
 FD1257  ___________________________________________________________________
 FD1257* NAD 83(1986)-  35 31 40.     (N)    087 56 00.     (W)     SCALED    
 FD1257* NAVD 88     -       121.960  (meters)     400.13   (feet)  ADJUSTED  
 FD1257  ___________________________________________________________________
 FD1257  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1257  DYNAMIC HT  -         121.848 (meters)     399.76  (feet)  COMP
 FD1257  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 FD1257
 FD1257  VERT ORDER  -  FIRST     CLASS II
 FD1257
 FD1257.The horizontal coordinates were scaled from a topographic map and have
 FD1257.an estimated accuracy of +/- 6 seconds.
 FD1257
 FD1257.The orthometric height was determined by differential leveling
 FD1257.and adjusted by the National Geodetic Survey in June 1991..
 FD1257
 FD1257.The geoid height was determined by GEOID03.
 FD1257
 FD1257.The dynamic height is computed by dividing the NAVD 88
 FD1257.geopotential number by the normal gravity value computed on the
 FD1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1257.degrees latitude (g = 980.6199 gals.).
 FD1257
 FD1257.The modeled gravity was interpolated from observed gravity values.
 FD1257
 FD1257;                    North         East    Units  Estimated Accuracy
 FD1257;SPC TN       -   134,260.      424,670.      MT  (+/- 180 meters Scaled)
 FD1257
 FD1257                          SUPERSEDED SURVEY CONTROL
 FD1257
 FD1257  NGVD 29 (??/??/92)  121.968  (m)          400.16   (f) ADJ UNCH    1 2
 FD1257
 FD1257.Superseded values are not recommended for survey control.
 FD1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1257.See file dsdata.txt to determine how the superseded data were derived.
 FD1257
 FD1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE153319(NAD 83)
 FD1257_MARKER: DD = SURVEY DISK
 FD1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1257_STAMPING: G 170 1947
 FD1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1257+STABILITY: SURFACE MOTION
 FD1257
 FD1257  HISTORY     - Date     Condition        Report By
 FD1257  HISTORY     - 1947     MONUMENTED       TVA
 FD1257  HISTORY     - 1947     GOOD             NGS
 FD1257
 FD1257                          STATION DESCRIPTION
 FD1257
 FD1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1257'14.8 MI NE FROM CLIFTON.
 FD1257'ABOUT 14.25 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE
 FD1257'RIVERSIDE HOTEL AT CLIFTON, THENCE ABOUT 0.55 MILES NORTHWEST
 FD1257'ALONG A GRAVEL ROAD LEADING TO CEDAR CREEK SCHOOL, ABOUT 0.95
 FD1257'MILE SOUTHEAST OF THE CEDAR CREEK SCHOOL, AT AN IMITATION BRICK
 FD1257'FARM HOUSE ON THE SOUTH SIDE OF THE ROAD, 45 FEET NORTHEAST OF
 FD1257'THE NORTHEAST CORNER OF THE HOUSE, 48 FEET NORTHWEST OF THE
 FD1257'NORTHWEST CORNER OF A CHICKEN HOUSE, 36 FEET SOUTH OF THE CENTER
 FD1257'LINE OF THE ROAD, 70 FEET WEST OF THE EAST YARD FENCE CORNER,
 FD1257'3 FEET NORTH OF THE FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FD1257'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 FD1257'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0236 ***********************************************************************
 FE0236  DESIGNATION -  G 171
 FE0236  PID         -  FE0236
 FE0236  STATE/COUNTY-  TN/HARDIN
 FE0236  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0236
 FE0236                         *CURRENT SURVEY CONTROL
 FE0236  ___________________________________________________________________
 FE0236* NAD 83(1986)-  35 13 35.     (N)    088 18 13.     (W)     SCALED    
 FE0236* NAVD 88     -       130.655  (meters)     428.66   (feet)  ADJUSTED  
 FE0236  ___________________________________________________________________
 FE0236  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE0236  DYNAMIC HT  -         130.537 (meters)     428.27  (feet)  COMP
 FE0236  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 FE0236
 FE0236  VERT ORDER  -  FIRST     CLASS II
 FE0236
 FE0236.The horizontal coordinates were scaled from a topographic map and have
 FE0236.an estimated accuracy of +/- 6 seconds.
 FE0236
 FE0236.The orthometric height was determined by differential leveling
 FE0236.and adjusted by the National Geodetic Survey in June 1991..
 FE0236
 FE0236.The geoid height was determined by GEOID03.
 FE0236
 FE0236.The dynamic height is computed by dividing the NAVD 88
 FE0236.geopotential number by the normal gravity value computed on the
 FE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0236.degrees latitude (g = 980.6199 gals.).
 FE0236
 FE0236.The modeled gravity was interpolated from observed gravity values.
 FE0236
 FE0236;                    North         East    Units  Estimated Accuracy
 FE0236;SPC TN       -   101,550.      390,310.      MT  (+/- 180 meters Scaled)
 FE0236
 FE0236                          SUPERSEDED SURVEY CONTROL
 FE0236
 FE0236  NGVD 29 (??/??/??)  130.666  (m)          428.69   (f) ADJUSTED    1 2
 FE0236
 FE0236.Superseded values are not recommended for survey control.
 FE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0236.See file dsdata.txt to determine how the superseded data were derived.
 FE0236
 FE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD813989(NAD 83)
 FE0236_MARKER: DB = BENCH MARK DISK
 FE0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0236_SP_SET: CULVERT
 FE0236_STAMPING: G 171 1947
 FE0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0236
 FE0236  HISTORY     - Date     Condition        Report By
 FE0236  HISTORY     - 1947     MONUMENTED       CGS
 FE0236  HISTORY     - 1949     GOOD             CGS
 FE0236
 FE0236                          STATION DESCRIPTION
 FE0236
 FE0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0236'3 MI W FROM SAVANNAH.
 FE0236'3.05 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0236'SAVANNAH, ABOUT 1.2 MILES EAST OF THE METHODIST CHURCH AND
 FE0236'CEMETERY AT CRUMP, ABOUT 0.5 MILE WEST OF THE WEST END OF A
 FE0236'CONCRETE BRIDGE ON THE HIGHWAY, ACROSS THE HIGHWAY FROM A GRAVEL
 FE0236'PIT, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD
 FE0236'WALL OF A 14-INCH CAST IRON PIPE CULVERT, 21 FEET SOUTH OF AND
 FE0236'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 FE0236
 FE0236                          STATION RECOVERY (1949)
 FE0236
 FE0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1321 ***********************************************************************
 GC1321  DESIGNATION -  G 172
 GC1321  PID         -  GC1321
 GC1321  STATE/COUNTY-  TN/DAVIDSON
 GC1321  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1321
 GC1321                         *CURRENT SURVEY CONTROL
 GC1321  ___________________________________________________________________
 GC1321* NAD 83(1986)-  36 05 39.     (N)    087 02 13.     (W)     SCALED    
 GC1321* NAVD 88     -       175.510  (meters)     575.82   (feet)  ADJUSTED  
 GC1321  ___________________________________________________________________
 GC1321  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1321  DYNAMIC HT  -         175.358 (meters)     575.32  (feet)  COMP
 GC1321  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 GC1321
 GC1321  VERT ORDER  -  FIRST     CLASS II
 GC1321
 GC1321.The horizontal coordinates were scaled from a topographic map and have
 GC1321.an estimated accuracy of +/- 6 seconds.
 GC1321
 GC1321.The orthometric height was determined by differential leveling
 GC1321.and adjusted by the National Geodetic Survey in June 1991..
 GC1321
 GC1321.The geoid height was determined by GEOID03.
 GC1321
 GC1321.The dynamic height is computed by dividing the NAVD 88
 GC1321.geopotential number by the normal gravity value computed on the
 GC1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1321.degrees latitude (g = 980.6199 gals.).
 GC1321
 GC1321.The modeled gravity was interpolated from observed gravity values.
 GC1321
 GC1321;                    North         East    Units  Estimated Accuracy
 GC1321;SPC TN       -   195,860.      506,620.      MT  (+/- 180 meters Scaled)
 GC1321
 GC1321                          SUPERSEDED SURVEY CONTROL
 GC1321
 GC1321  NGVD 29 (??/??/92)  175.531  (m)          575.89   (f) ADJ UNCH    1 2
 GC1321
 GC1321.Superseded values are not recommended for survey control.
 GC1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1321.See file dsdata.txt to determine how the superseded data were derived.
 GC1321
 GC1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE966943(NAD 83)
 GC1321_MARKER: DB = BENCH MARK DISK
 GC1321_SETTING: 66 = SET IN ROCK OUTCROP
 GC1321_SP_SET: ROCK CUT
 GC1321_STAMPING: G 172 1948
 GC1321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1321+STABILITY: POSITION/ELEVATION WELL
 GC1321
 GC1321  HISTORY     - Date     Condition        Report By
 GC1321  HISTORY     - 1948     MONUMENTED       CGS
 GC1321
 GC1321                          STATION DESCRIPTION
 GC1321
 GC1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1321'0.9 MI E FROM PEGRAM.
 GC1321'0.9 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1321'RAILWAY FROM THE STATION AT PEGRAM, ABOUT 8 2/3 RAILS NORTHEAST
 GC1321'OF THE CHEATHAM-DAVIDSON COUNTY LINE, ABOUT 75 FEET NORTHEAST
 GC1321'OF THE SOUTHWEST END OF A DEEP LIME-STONE CUT, DIRECTLY BELOW
 GC1321'POLE 18+35, SET VERTICALLY IN THE SOUTHEAST FACE OF THE CUT,
 GC1321'13.5 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 2 FEET
 GC1321'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1552 ***********************************************************************
 GC1552  DESIGNATION -  G 173
 GC1552  PID         -  GC1552
 GC1552  STATE/COUNTY-  TN/HUMPHREYS
 GC1552  USGS QUAD   -  MC EWEN (1982)
 GC1552
 GC1552                         *CURRENT SURVEY CONTROL
 GC1552  ___________________________________________________________________
 GC1552* NAD 83(1986)-  36 05 47.     (N)    087 43 25.     (W)     SCALED    
 GC1552* NAVD 88     -       186.208  (meters)     610.92   (feet)  ADJUSTED  
 GC1552  ___________________________________________________________________
 GC1552  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1552  DYNAMIC HT  -         186.047 (meters)     610.39  (feet)  COMP
 GC1552  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GC1552
 GC1552  VERT ORDER  -  FIRST     CLASS II
 GC1552
 GC1552.The horizontal coordinates were scaled from a topographic map and have
 GC1552.an estimated accuracy of +/- 6 seconds.
 GC1552
 GC1552.The orthometric height was determined by differential leveling
 GC1552.and adjusted by the National Geodetic Survey in June 1991..
 GC1552
 GC1552.The geoid height was determined by GEOID03.
 GC1552
 GC1552.The dynamic height is computed by dividing the NAVD 88
 GC1552.geopotential number by the normal gravity value computed on the
 GC1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1552.degrees latitude (g = 980.6199 gals.).
 GC1552
 GC1552.The modeled gravity was interpolated from observed gravity values.
 GC1552
 GC1552;                    North         East    Units  Estimated Accuracy
 GC1552;SPC TN       -   196,980.      444,800.      MT  (+/- 180 meters Scaled)
 GC1552
 GC1552                          SUPERSEDED SURVEY CONTROL
 GC1552
 GC1552  NGVD 29 (??/??/92)  186.230  (m)          610.99   (f) ADJ UNCH    1 2
 GC1552
 GC1552.Superseded values are not recommended for survey control.
 GC1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1552.See file dsdata.txt to determine how the superseded data were derived.
 GC1552
 GC1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE348948(NAD 83)
 GC1552_MARKER: DB = BENCH MARK DISK
 GC1552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1552_SP_SET: CULVERT
 GC1552_STAMPING: G 173 1948
 GC1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1552
 GC1552  HISTORY     - Date     Condition        Report By
 GC1552  HISTORY     - 1948     MONUMENTED       CGS
 GC1552  HISTORY     - 1961     GOOD             USGS
 GC1552  HISTORY     - 1972     GOOD             TVA
 GC1552  HISTORY     - 1988     GOOD             USPSQD
 GC1552
 GC1552                          STATION DESCRIPTION
 GC1552
 GC1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1552'4.1 MI E FROM WAVERLY.
 GC1552'4.1 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1552'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 1.0 MILE WEST OF THE
 GC1552'ROAD CROSSING AT GORMAN, AT A ROAD CROSSING LEADING NORTH TO A
 GC1552'QUARRY, OPPOSITE POLE 62+20, 45 FEET SOUTH OF THE SOUTH RAIL OF
 GC1552'THE MAIN TRACK, 18 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 GC1552'70, 52 FEET EAST OF THE CENTER LINE OF THE ROAD TO QUARRY, SET
 GC1552'IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 20-INCH
 GC1552'PIPE CULVERT UNDER HIGHWAY AND ABOUT LEVEL WITH TRACK AND HIGHWAY.
 GC1552'NOTE-- 120 FT W OF CENTERLINE ROAD LEADING TO QUARRY.
 GC1552
 GC1552                          STATION RECOVERY (1961)
 GC1552
 GC1552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC1552'RECOVERED IN GOOD CONDITION.
 GC1552
 GC1552                          STATION RECOVERY (1972)
 GC1552
 GC1552'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1552'RECOVERED IN GOOD CONDITION.
 GC1552
 GC1552                          STATION RECOVERY (1988)
 GC1552
 GC1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0726 ***********************************************************************
 FE0726  DESIGNATION -  G 174
 FE0726  PID         -  FE0726
 FE0726  STATE/COUNTY-  TN/MADISON
 FE0726  USGS QUAD   -  JACKSON NORTH (1983)
 FE0726
 FE0726                         *CURRENT SURVEY CONTROL
 FE0726  ___________________________________________________________________
 FE0726* NAD 83(1986)-  35 37 37.     (N)    088 46 52.     (W)     SCALED    
 FE0726* NAVD 88     -       139.002  (meters)     456.04   (feet)  ADJUSTED  
 FE0726  ___________________________________________________________________
 FE0726  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0726  DYNAMIC HT  -         138.878 (meters)     455.64  (feet)  COMP
 FE0726  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 FE0726
 FE0726  VERT ORDER  -  FIRST     CLASS II
 FE0726
 FE0726.The horizontal coordinates were scaled from a topographic map and have
 FE0726.an estimated accuracy of +/- 6 seconds.
 FE0726
 FE0726.The orthometric height was determined by differential leveling
 FE0726.and adjusted by the National Geodetic Survey in June 1991..
 FE0726
 FE0726.The geoid height was determined by GEOID03.
 FE0726
 FE0726.The dynamic height is computed by dividing the NAVD 88
 FE0726.geopotential number by the normal gravity value computed on the
 FE0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0726.degrees latitude (g = 980.6199 gals.).
 FE0726
 FE0726.The modeled gravity was interpolated from observed gravity values.
 FE0726
 FE0726;                    North         East    Units  Estimated Accuracy
 FE0726;SPC TN       -   147,100.      348,110.      MT  (+/- 180 meters Scaled)
 FE0726
 FE0726                          SUPERSEDED SURVEY CONTROL
 FE0726
 FE0726  NGVD 29 (??/??/??)  139.037  (m)          456.16   (f) ADJUSTED    1 2
 FE0726
 FE0726.Superseded values are not recommended for survey control.
 FE0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0726.See file dsdata.txt to determine how the superseded data were derived.
 FE0726
 FE0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE387440(NAD 83)
 FE0726_MARKER: DB = BENCH MARK DISK
 FE0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0726_STAMPING: G 174 1948
 FE0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0726+STABILITY: SURFACE MOTION
 FE0726
 FE0726  HISTORY     - Date     Condition        Report By
 FE0726  HISTORY     - 1948     MONUMENTED       CGS
 FE0726  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0726
 FE0726                          STATION DESCRIPTION
 FE0726
 FE0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0726'2 MI NE FROM JACKSON.
 FE0726'ABOUT 2.0 MILES EAST AND NORTHEAST ALONG LEXINGTON AVENUE AND
 FE0726'A ROAD TO THE JACKSON MUNICIPAL AIRPORT FROM ITS INTERSECTION
 FE0726'WITH THE GULF, MOBILE AND OHIO RAILROAD AT JACKSON, AT THE
 FE0726'AIRPORT, 128 YARDS NORTH OF THE SOUTHWEST FENCE CORNER OF THE
 FE0726'AIRPORT, AT THE FIRST DIRECTIONAL CHANGE IN FENCE LINE NORTH OF
 FE0726'THE SOUTHWEST CORNER OF THE AIRPORT, 26 FEET EAST OF THE CENTER
 FE0726'LINE OF A ROAD TO AIRPORT HANGAR, 6.5 FEET NORTH-NORTHWEST OF THE
 FE0726'FENCE CORNER, 2.5 FEET NORTHWEST OF THE FENCE LINE, 2 FEET NORTH
 FE0726'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 FE0726'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0726
 FE0726                          STATION RECOVERY (2002)
 FE0726
 FE0726'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0726'SUSPECTED DESTROYED DUE TO OLD AIRPORT NOW BEING A LARGE INDUSTRIAL
 FE0726'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0839 ***********************************************************************
 FD0839  DESIGNATION -  G 176
 FD0839  PID         -  FD0839
 FD0839  STATE/COUNTY-  TN/LAWRENCE
 FD0839  USGS QUAD   -  SUMMERTOWN (1976)
 FD0839
 FD0839                         *CURRENT SURVEY CONTROL
 FD0839  ___________________________________________________________________
 FD0839* NAD 83(1986)-  35 25 18.     (N)    087 17 53.     (W)     SCALED    
 FD0839* NAVD 88     -       301.549  (meters)     989.33   (feet)  ADJUSTED  
 FD0839  ___________________________________________________________________
 FD0839  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0839  DYNAMIC HT  -         301.269 (meters)     988.41  (feet)  COMP
 FD0839  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 FD0839
 FD0839  VERT ORDER  -  FIRST     CLASS II
 FD0839
 FD0839.The horizontal coordinates were scaled from a topographic map and have
 FD0839.an estimated accuracy of +/- 6 seconds.
 FD0839
 FD0839.The orthometric height was determined by differential leveling
 FD0839.and adjusted by the National Geodetic Survey in June 1991..
 FD0839
 FD0839.The geoid height was determined by GEOID03.
 FD0839
 FD0839.The dynamic height is computed by dividing the NAVD 88
 FD0839.geopotential number by the normal gravity value computed on the
 FD0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0839.degrees latitude (g = 980.6199 gals.).
 FD0839
 FD0839.The modeled gravity was interpolated from observed gravity values.
 FD0839
 FD0839;                    North         East    Units  Estimated Accuracy
 FD0839;SPC TN       -   121,530.      482,120.      MT  (+/- 180 meters Scaled)
 FD0839
 FD0839                          SUPERSEDED SURVEY CONTROL
 FD0839
 FD0839  NGVD 29 (??/??/92)  301.519  (m)          989.23   (f) ADJ UNCH    1 2
 FD0839
 FD0839.Superseded values are not recommended for survey control.
 FD0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0839.See file dsdata.txt to determine how the superseded data were derived.
 FD0839
 FD0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE729198(NAD 83)
 FD0839_MARKER: DB = BENCH MARK DISK
 FD0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0839_STAMPING: G 176 1949
 FD0839_MARK LOGO: CGS   
 FD0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0839+STABILITY: SURFACE MOTION
 FD0839
 FD0839  HISTORY     - Date     Condition        Report By
 FD0839  HISTORY     - 1949     MONUMENTED       CGS
 FD0839  HISTORY     - 1973     GOOD             TVA
 FD0839  HISTORY     - 1983     POOR             NGS
 FD0839
 FD0839                          STATION DESCRIPTION
 FD0839
 FD0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0839'1 MI S FROM SUMMERTOWN.
 FD0839'ABOUT 0.95 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0839'FROM THE STATION AT SUMMERTOWN, 212 FEET WEST OF THE WEST RAIL,
 FD0839'164 FEET WEST OF A PROPERTY LINE FENCE CORNER IN THE R/W FENCE
 FD0839'LINE, 147.5 FEET WEST OF A POWER POLE WITH TRANSFORMER, 1 FOOT
 FD0839'NORTH OF THE PROPERTY FENCE LINE RUNNING WEST, 2 FEET EAST OF A
 FD0839'WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE TRACK AND SET
 FD0839'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- STEEL
 FD0839'POST AND SIGN SET 1 FOOT SOUTH.
 FD0839
 FD0839                          STATION RECOVERY (1973)
 FD0839
 FD0839'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0839'RECOVERED IN GOOD CONDITION.
 FD0839
 FD0839                          STATION RECOVERY (1983)
 FD0839
 FD0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0839'FOUND POST PULLED OUT OF THE GROUND AND LAYING AGAINST A FENCE.
 FD0839'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0271 ***********************************************************************
 GD0271  DESIGNATION -  G 177
 GD0271  PID         -  GD0271
 GD0271  STATE/COUNTY-  TN/WEAKLEY
 GD0271  USGS QUAD   -  MARTIN (1983)
 GD0271
 GD0271                         *CURRENT SURVEY CONTROL
 GD0271  ___________________________________________________________________
 GD0271* NAD 83(1986)-  36 18 57.     (N)    088 46 13.     (W)     SCALED    
 GD0271* NAVD 88     -       128.683  (meters)     422.19   (feet)  ADJUSTED  
 GD0271  ___________________________________________________________________
 GD0271  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0271  DYNAMIC HT  -         128.578 (meters)     421.84  (feet)  COMP
 GD0271  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 GD0271
 GD0271  VERT ORDER  -  FIRST     CLASS II
 GD0271
 GD0271.The horizontal coordinates were scaled from a topographic map and have
 GD0271.an estimated accuracy of +/- 6 seconds.
 GD0271
 GD0271.The orthometric height was determined by differential leveling
 GD0271.and adjusted by the National Geodetic Survey in June 1991..
 GD0271
 GD0271.The geoid height was determined by GEOID03.
 GD0271
 GD0271.The dynamic height is computed by dividing the NAVD 88
 GD0271.geopotential number by the normal gravity value computed on the
 GD0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0271.degrees latitude (g = 980.6199 gals.).
 GD0271
 GD0271.The modeled gravity was interpolated from observed gravity values.
 GD0271
 GD0271;                    North         East    Units  Estimated Accuracy
 GD0271;SPC TN       -   223,480.      351,260.      MT  (+/- 180 meters Scaled)
 GD0271
 GD0271                          SUPERSEDED SURVEY CONTROL
 GD0271
 GD0271  NGVD 29 (??/??/??)  128.700  (m)          422.24   (f) ADJUSTED    1 2
 GD0271
 GD0271.Superseded values are not recommended for survey control.
 GD0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0271.See file dsdata.txt to determine how the superseded data were derived.
 GD0271
 GD0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF410204(NAD 83)
 GD0271_MARKER: DB = BENCH MARK DISK
 GD0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0271_STAMPING: G 177 1949
 GD0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0271+STABILITY: SURFACE MOTION
 GD0271
 GD0271  HISTORY     - Date     Condition        Report By
 GD0271  HISTORY     - 1949     MONUMENTED       CGS
 GD0271  HISTORY     - 1967     GOOD             CGS
 GD0271  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 GD0271
 GD0271                          STATION DESCRIPTION
 GD0271
 GD0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0271'4.2 MI NW FROM DRESDEN.
 GD0271'ABOUT 4.15 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0271'RAILROAD FROM THE STATION AT DRESDEN, ABOUT 4.8 MILES SOUTHEAST
 GD0271'OF THE OLD UNION STATION AT MARTIN, AT A NORTH-SOUTH ROAD
 GD0271'CROSSING, 90 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 GD0271'RAILROAD CROSSING, 86.5 FEET SOUTH OF TELEGRAPH POLE 136/6, 69
 GD0271'FEET EAST-SOUTHEAST OF THE RAILROAD CROSSING SIGN, 26 FEET
 GD0271'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK, AND 0.8
 GD0271'OF A FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.  A STANDARD
 GD0271'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD0271'PROJECTS 1 INCH AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 GD0271'TRACK.
 GD0271
 GD0271                          STATION RECOVERY (1987)
 GD0271
 GD0271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 GD0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0194 ***********************************************************************
 FD0194  DESIGNATION -  G 178 RESET
 FD0194  PID         -  FD0194
 FD0194  STATE/COUNTY-  TN/FRANKLIN
 FD0194  USGS QUAD   -  HUNTLAND (1972)
 FD0194
 FD0194                         *CURRENT SURVEY CONTROL
 FD0194  ___________________________________________________________________
 FD0194* NAD 83(1986)-  35 03 05.     (N)    086 16 07.     (W)     SCALED    
 FD0194* NAVD 88     -       286.08   (meters)     938.6    (feet)  RESET     
 FD0194  ___________________________________________________________________
 FD0194  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD0194
 FD0194  VERT ORDER  -  THIRD
 FD0194
 FD0194.The horizontal coordinates were scaled from a topographic map and have
 FD0194.an estimated accuracy of +/- 6 seconds.
 FD0194
 FD0194.The orthometric height was computed from unverified reset data.
 FD0194
 FD0194.The geoid height was determined by GEOID03.
 FD0194
 FD0194;                    North         East    Units  Estimated Accuracy
 FD0194;SPC TN       -    79,700.      575,490.      MT  (+/- 180 meters Scaled)
 FD0194
 FD0194                          SUPERSEDED SURVEY CONTROL
 FD0194
 FD0194.No superseded survey control is available for this station.
 FD0194
 FD0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED666789(NAD 83)
 FD0194_MARKER: DB = BENCH MARK DISK
 FD0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0194_SP_SET: STEP
 FD0194_STAMPING: G 178 RESET 1971
 FD0194_MARK LOGO: NGS   
 FD0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0194
 FD0194  HISTORY     - Date     Condition        Report By
 FD0194  HISTORY     - 1971     MONUMENTED       NGS
 FD0194
 FD0194                          STATION DESCRIPTION
 FD0194
 FD0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FD0194'AT HUNTLAND.
 FD0194'AT HUNTLAND IN THE STEPS OF THE RE-MODELED FIRST NATIONAL BANK
 FD0194'BUILDING IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF STATE
 FD0194'ROUTES 97 AND 122, 46 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 FD0194'ROUTE 122, 35 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 FD0194'ROUTE 97, 31 FEET NORTH OF THE CENTER OF THE NEW DRIVE-IN SERVICE
 FD0194'WINDOW, AND 8.4 FEET NORTH OF THE NORTHWEST CORNER OF THE MAIN
 FD0194'BANK BUILDING ON TANGENT WITH THE WEST WALL.  A STANDARD C AND GS
 FD0194'BENCH MARK DISK CEMENTED IN A DRILL HOLE NEAR THE WEST END OF THE
 FD0194'FIRST CONCRETE STEP BELOW THE ENTRANCE SLAB OF THE NEW BANK
 FD0194'BUILDING, AND DIRECTLY UNDER THE RAILING ALONG THE WEST END OF THE
 FD0194'STEPS.  THE DISK IS STAMPED G 178 RESET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0177 ***********************************************************************
 FD0177  DESIGNATION -  G 179
 FD0177  PID         -  FD0177
 FD0177  STATE/COUNTY-  TN/LINCOLN
 FD0177  USGS QUAD   -  FLINTVILLE (1972)
 FD0177
 FD0177                         *CURRENT SURVEY CONTROL
 FD0177  ___________________________________________________________________
 FD0177* NAD 83(1986)-  35 04 20.     (N)    086 25 54.     (W)     SCALED    
 FD0177* NAVD 88     -       276.722  (meters)     907.88   (feet)  ADJUSTED  
 FD0177  ___________________________________________________________________
 FD0177  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FD0177  DYNAMIC HT  -         276.456 (meters)     907.01  (feet)  COMP
 FD0177  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 FD0177
 FD0177  VERT ORDER  -  FIRST     CLASS II
 FD0177
 FD0177.The horizontal coordinates were scaled from a topographic map and have
 FD0177.an estimated accuracy of +/- 6 seconds.
 FD0177
 FD0177.The orthometric height was determined by differential leveling
 FD0177.and adjusted by the National Geodetic Survey in June 1991..
 FD0177
 FD0177.The geoid height was determined by GEOID03.
 FD0177
 FD0177.The dynamic height is computed by dividing the NAVD 88
 FD0177.geopotential number by the normal gravity value computed on the
 FD0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0177.degrees latitude (g = 980.6199 gals.).
 FD0177
 FD0177.The modeled gravity was interpolated from observed gravity values.
 FD0177
 FD0177;                    North         East    Units  Estimated Accuracy
 FD0177;SPC TN       -    82,070.      560,630.      MT  (+/- 180 meters Scaled)
 FD0177
 FD0177                          SUPERSEDED SURVEY CONTROL
 FD0177
 FD0177  NGVD 29 (??/??/92)  276.688  (m)          907.77   (f) ADJ UNCH    1 2
 FD0177
 FD0177.Superseded values are not recommended for survey control.
 FD0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0177.See file dsdata.txt to determine how the superseded data were derived.
 FD0177
 FD0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED518812(NAD 83)
 FD0177_MARKER: DB = BENCH MARK DISK
 FD0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0177_SP_SET: ABUTMENT
 FD0177_STAMPING: G 179 1949
 FD0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0177+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2001
 FD0177
 FD0177  HISTORY     - Date     Condition        Report By
 FD0177  HISTORY     - 1949     MONUMENTED       CGS
 FD0177  HISTORY     - 20010812 GOOD             TNDT
 FD0177
 FD0177                          STATION DESCRIPTION
 FD0177
 FD0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0177'0.9 MI NW FROM FLINTVILLE.
 FD0177'0.9 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0177'LOUIS RAILWAY FROM THE STATION AT FLINTVILLE, ABOUT 0.7 MILE
 FD0177'SOUTHEAST OF THE ROAD CROSSING AND FLAG STATION AT BRIGHTON,
 FD0177'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 FD0177'ABUTMENT OF RAILROAD BRIDGE NO. 27.5, 8.8 FEET NORTHEAST OF THE
 FD0177'NORTHEAST RAIL AND ABOUT 3 1/2 FEET BELOW THE TRACK.
 FD0177
 FD0177                          STATION RECOVERY (2001)
 FD0177
 FD0177'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0219 ***********************************************************************
 GD0219  DESIGNATION -  G 18
 GD0219  PID         -  GD0219
 GD0219  STATE/COUNTY-  TN/HENRY
 GD0219  USGS QUAD   -  PARIS (1986)
 GD0219
 GD0219                         *CURRENT SURVEY CONTROL
 GD0219  ___________________________________________________________________
 GD0219* NAD 83(1986)-  36 20 53.     (N)    088 20 50.     (W)     SCALED    
 GD0219* NAVD 88     -       175.796  (meters)     576.76   (feet)  ADJUSTED  
 GD0219  ___________________________________________________________________
 GD0219  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0219  DYNAMIC HT  -         175.652 (meters)     576.28  (feet)  COMP
 GD0219  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GD0219
 GD0219  VERT ORDER  -  FIRST     CLASS II
 GD0219
 GD0219.The horizontal coordinates were scaled from a topographic map and have
 GD0219.an estimated accuracy of +/- 6 seconds.
 GD0219
 GD0219.The orthometric height was determined by differential leveling
 GD0219.and adjusted by the National Geodetic Survey in June 1991..
 GD0219
 GD0219.The geoid height was determined by GEOID03.
 GD0219
 GD0219.The dynamic height is computed by dividing the NAVD 88
 GD0219.geopotential number by the normal gravity value computed on the
 GD0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0219.degrees latitude (g = 980.6199 gals.).
 GD0219
 GD0219.The modeled gravity was interpolated from observed gravity values.
 GD0219
 GD0219;                    North         East    Units  Estimated Accuracy
 GD0219;SPC TN       -   226,060.      389,320.      MT  (+/- 180 meters Scaled)
 GD0219
 GD0219                          SUPERSEDED SURVEY CONTROL
 GD0219
 GD0219  NGVD 29 (??/??/??)  175.837  (m)          576.89   (f) ADJUSTED    1 2
 GD0219
 GD0219.Superseded values are not recommended for survey control.
 GD0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0219.See file dsdata.txt to determine how the superseded data were derived.
 GD0219
 GD0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF791233(NAD 83)
 GD0219_MARKER: DB = BENCH MARK DISK
 GD0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0219_STAMPING: G 18 1934 577.122
 GD0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0219+STABILITY: SURFACE MOTION
 GD0219
 GD0219  HISTORY     - Date     Condition        Report By
 GD0219  HISTORY     - 1934     MONUMENTED       CGS
 GD0219  HISTORY     - 1968     GOOD             CGS
 GD0219  HISTORY     - 1971     GOOD             NGS
 GD0219
 GD0219                          STATION DESCRIPTION
 GD0219
 GD0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0219'1.9 MI S FROM WHITLOCK.
 GD0219'THE MARK IS ABOUT 1.9 MILES SOUTH ALONG THE OLD NASHVILLE,
 GD0219'CHATTANOOGA AND ST. LOUIS RAILROAD FROM WHITLOCK.  (THIS IS NOW
 GD0219'THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS 158 FEET NORTH OF
 GD0219'TELEGRAPH POLE NO. 60-10, 46 FEET EAST OF THE EAST RAIL OF THE
 GD0219'RAILROAD TRACK, 37.5 FEET SOUTH-SOUTHEAST OF A TELEGRAPH POLE,
 GD0219'10 FEET SOUTH OF THE APPROXIMATE CENTER OF A GATE, 9.8 FEET
 GD0219'NORTH OF A T FENCE CORNER POST AT THE NORTH EDGE OF A GATE,
 GD0219'0.7 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND DIRECTLY
 GD0219'UNDER A WOODEN FENCE BETWEEN THE TWO GATES.  IT IS A STANDARD
 GD0219'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD0219'PROJECTS 3 INCHES AND THE DISK IS STAMPED G 18 1934 577.122.
 GD0219'NOTE-- NGS POST AND SIGN.
 GD0219
 GD0219                          STATION RECOVERY (1971)
 GD0219
 GD0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0322 ***********************************************************************
 FD0322  DESIGNATION -  G 180
 FD0322  PID         -  FD0322
 FD0322  STATE/COUNTY-  TN/LINCOLN
 FD0322  USGS QUAD   -  PETERSBURG (1980)
 FD0322
 FD0322                         *CURRENT SURVEY CONTROL
 FD0322  ___________________________________________________________________
 FD0322* NAD 83(1986)-  35 19 05.     (N)    086 38 05.     (W)     SCALED    
 FD0322* NAVD 88     -       226.101  (meters)     741.80   (feet)  ADJUSTED  
 FD0322  ___________________________________________________________________
 FD0322  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0322  DYNAMIC HT  -         225.895 (meters)     741.12  (feet)  COMP
 FD0322  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 FD0322
 FD0322  VERT ORDER  -  FIRST     CLASS II
 FD0322
 FD0322.The horizontal coordinates were scaled from a topographic map and have
 FD0322.an estimated accuracy of +/- 6 seconds.
 FD0322
 FD0322.The orthometric height was determined by differential leveling
 FD0322.and adjusted by the National Geodetic Survey in June 1991..
 FD0322
 FD0322.The geoid height was determined by GEOID03.
 FD0322
 FD0322.The dynamic height is computed by dividing the NAVD 88
 FD0322.geopotential number by the normal gravity value computed on the
 FD0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0322.degrees latitude (g = 980.6199 gals.).
 FD0322
 FD0322.The modeled gravity was interpolated from observed gravity values.
 FD0322
 FD0322;                    North         East    Units  Estimated Accuracy
 FD0322;SPC TN       -   109,440.      542,280.      MT  (+/- 180 meters Scaled)
 FD0322
 FD0322                          SUPERSEDED SURVEY CONTROL
 FD0322
 FD0322  NGVD 29 (??/??/92)  226.080  (m)          741.73   (f) ADJ UNCH    1 2
 FD0322
 FD0322.Superseded values are not recommended for survey control.
 FD0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0322.See file dsdata.txt to determine how the superseded data were derived.
 FD0322
 FD0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE332083(NAD 83)
 FD0322_MARKER: DB = BENCH MARK DISK
 FD0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0322_SP_SET: CULVERT
 FD0322_STAMPING: G 180 1949
 FD0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0322
 FD0322  HISTORY     - Date     Condition        Report By
 FD0322  HISTORY     - 1949     MONUMENTED       CGS
 FD0322
 FD0322                          STATION DESCRIPTION
 FD0322
 FD0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0322'AT PETERSBURG.
 FD0322'AT PETERSBURG, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0322'RAILWAY, 167 1/2 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM
 FD0322'THE NORTHEAST CORNER OF THE STATION, SET IN THE TOP OF THE
 FD0322'SOUTH END OF THE EAST HEAD WALL OF A 5-FOOT CONCRETE CULVERT,
 FD0322'18 1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A SECTION
 FD0322'TOOL HOUSE, 5.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK AND
 FD0322'ABOUT 1/2 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0191 ***********************************************************************
 GD0191  DESIGNATION -  G 181
 GD0191  PID         -  GD0191
 GD0191  STATE/COUNTY-  TN/HENRY
 GD0191  USGS QUAD   -  OSAGE (1985)
 GD0191
 GD0191                         *CURRENT SURVEY CONTROL
 GD0191  ___________________________________________________________________
 GD0191* NAD 83(1986)-  36 20 45.     (N)    088 23 00.     (W)     SCALED    
 GD0191* NAVD 88     -       172.696  (meters)     566.59   (feet)  ADJUSTED  
 GD0191  ___________________________________________________________________
 GD0191  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0191  DYNAMIC HT  -         172.553 (meters)     566.12  (feet)  COMP
 GD0191  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 GD0191
 GD0191  VERT ORDER  -  FIRST     CLASS II
 GD0191
 GD0191.This mark is at Henry County Airport (PHT)
 GD0191
 GD0191.The horizontal coordinates were scaled from a topographic map and have
 GD0191.an estimated accuracy of +/- 6 seconds.
 GD0191
 GD0191.The orthometric height was determined by differential leveling
 GD0191.and adjusted by the National Geodetic Survey in June 1991..
 GD0191
 GD0191.Photographs are available for this station.
 GD0191
 GD0191.The geoid height was determined by GEOID03.
 GD0191
 GD0191.The dynamic height is computed by dividing the NAVD 88
 GD0191.geopotential number by the normal gravity value computed on the
 GD0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0191.degrees latitude (g = 980.6199 gals.).
 GD0191
 GD0191.The modeled gravity was interpolated from observed gravity values.
 GD0191
 GD0191;                    North         East    Units  Estimated Accuracy
 GD0191;SPC TN       -   225,890.      386,080.      MT  (+/- 180 meters Scaled)
 GD0191
 GD0191                          SUPERSEDED SURVEY CONTROL
 GD0191
 GD0191  NGVD 29 (??/??/??)  172.736  (m)          566.72   (f) ADJUSTED    1 2
 GD0191
 GD0191.Superseded values are not recommended for survey control.
 GD0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0191.See file dsdata.txt to determine how the superseded data were derived.
 GD0191
 GD0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF758231(NAD 83)
 GD0191_MARKER: DB = BENCH MARK DISK
 GD0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0191_STAMPING: G 181 1949
 GD0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0191+STABILITY: SURFACE MOTION
 GD0191
 GD0191  HISTORY     - Date     Condition        Report By
 GD0191  HISTORY     - 1949     MONUMENTED       CGS
 GD0191  HISTORY     - 1968     GOOD             CGS
 GD0191  HISTORY     - 1971     GOOD             NGS
 GD0191
 GD0191                          STATION DESCRIPTION
 GD0191
 GD0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0191'5 MI NW FROM PARIS.
 GD0191'THE MARK IS ABOUT 4.95 MILES NORTHWEST ALONG STATE ROUTE 69 FROM
 GD0191'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0191'PARIS AT THE NORTHWEST CORNER OF THE HENRY COUNTY AIRPORT.  IT
 GD0191'IS 135 FEET SOUTH-SOUTHEAST OF BENCH MARK F 181 1949, 102 FEET
 GD0191'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 69, 74
 GD0191'FEET NORTHWEST OF A POWERLINE TRANSFORMER POLE, AND 0.7 OF A
 GD0191'FOOT NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0191'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE
 GD0191'MONUMENT AND THE DISK IS STAMPED G 181 1949.  NOTE-- STATION IS
 GD0191'134.0 FT S 40 E FROM MONUMENT, F 181.  POST AND SIGN AND
 GD0191'MONUMENT.
 GD0191
 GD0191                          STATION RECOVERY (1971)
 GD0191
 GD0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1392 ***********************************************************************
 GC1392  DESIGNATION -  G 182
 GC1392  PID         -  GC1392
 GC1392  STATE/COUNTY-  TN/MONTGOMERY
 GC1392  USGS QUAD   -  EXCELL (1983)
 GC1392
 GC1392                         *CURRENT SURVEY CONTROL
 GC1392  ___________________________________________________________________
 GC1392* NAD 83(1986)-  36 25 27.     (N)    087 17 18.     (W)     SCALED    
 GC1392* NAVD 88     -       124.255  (meters)     407.66   (feet)  ADJUSTED  
 GC1392  ___________________________________________________________________
 GC1392  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC1392  DYNAMIC HT  -         124.151 (meters)     407.32  (feet)  COMP
 GC1392  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GC1392
 GC1392  VERT ORDER  -  FIRST     CLASS II
 GC1392
 GC1392.The horizontal coordinates were scaled from a topographic map and have
 GC1392.an estimated accuracy of +/- 6 seconds.
 GC1392
 GC1392.The orthometric height was determined by differential leveling
 GC1392.and adjusted by the National Geodetic Survey in June 1991..
 GC1392
 GC1392.The geoid height was determined by GEOID03.
 GC1392
 GC1392.The dynamic height is computed by dividing the NAVD 88
 GC1392.geopotential number by the normal gravity value computed on the
 GC1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1392.degrees latitude (g = 980.6199 gals.).
 GC1392
 GC1392.The modeled gravity was interpolated from observed gravity values.
 GC1392
 GC1392;                    North         East    Units  Estimated Accuracy
 GC1392;SPC TN       -   232,740.      484,470.      MT  (+/- 180 meters Scaled)
 GC1392
 GC1392                          SUPERSEDED SURVEY CONTROL
 GC1392
 GC1392  NGVD 29 (??/??/92)  124.317  (m)          407.86   (f) ADJ UNCH    1 2
 GC1392
 GC1392.Superseded values are not recommended for survey control.
 GC1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1392.See file dsdata.txt to determine how the superseded data were derived.
 GC1392
 GC1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF741310(NAD 83)
 GC1392_MARKER: DB = BENCH MARK DISK
 GC1392_SETTING: 66 = SET IN ROCK OUTCROP
 GC1392_SP_SET: ROCK CUT
 GC1392_STAMPING: G 182 1949
 GC1392_MARK LOGO: CGS   
 GC1392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1392+STABILITY: POSITION/ELEVATION WELL
 GC1392
 GC1392  HISTORY     - Date     Condition        Report By
 GC1392  HISTORY     - 1949     MONUMENTED       CGS
 GC1392  HISTORY     - 1984     GOOD             NGS
 GC1392
 GC1392                          STATION DESCRIPTION
 GC1392
 GC1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1392'9.7 MI SE FROM CLARKSVILLE.
 GC1392'9.7 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1392'STATION AT CLARKSVILLE, ABOUT 0.5 MILE NORTHWEST OF THE STATION
 GC1392'SIGN HICKORY POINT, 194 YARDS SOUTHEAST OF THE SOUTHEAST END OF
 GC1392'TRESTLE NO. H 46-42, 12 FEET NORTHEAST OF THE NORTHEAST RAIL, 159
 GC1392'FEET SOUTHEAST OF THE NORTHEAST END OF AN 8-INCH PIPE CULVERT
 GC1392'UNDER TRACK, SET VERTICALLY IN THE SOUTH FACE OF A LAYER OF ROCK
 GC1392'AT BOTTOM OF A CUT, ABOUT 4 FEET ABOVE THE TRACK.
 GC1392
 GC1392                          STATION RECOVERY (1984)
 GC1392
 GC1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1392'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
 GC1392'THE MARK IS 1.22 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1117 ***********************************************************************
 GC1117  DESIGNATION -  G 183
 GC1117  PID         -  GC1117
 GC1117  STATE/COUNTY-  TN/MONTGOMERY
 GC1117  USGS QUAD   -  OAK GROVE (1982)
 GC1117
 GC1117                         *CURRENT SURVEY CONTROL
 GC1117  ___________________________________________________________________
 GC1117* NAD 83(1986)-  36 37 57.     (N)    087 25 25.     (W)     SCALED    
 GC1117* NAVD 88     -       165.280  (meters)     542.26   (feet)  ADJUSTED  
 GC1117  ___________________________________________________________________
 GC1117  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1117  DYNAMIC HT  -         165.143 (meters)     541.81  (feet)  COMP
 GC1117  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GC1117
 GC1117  VERT ORDER  -  FIRST     CLASS II
 GC1117
 GC1117.The horizontal coordinates were scaled from a topographic map and have
 GC1117.an estimated accuracy of +/- 6 seconds.
 GC1117
 GC1117.The orthometric height was determined by differential leveling
 GC1117.and adjusted by the National Geodetic Survey in June 1991..
 GC1117
 GC1117.The geoid height was determined by GEOID03.
 GC1117
 GC1117.The dynamic height is computed by dividing the NAVD 88
 GC1117.geopotential number by the normal gravity value computed on the
 GC1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1117.degrees latitude (g = 980.6199 gals.).
 GC1117
 GC1117.The modeled gravity was interpolated from observed gravity values.
 GC1117
 GC1117;                    North         East    Units  Estimated Accuracy
 GC1117;SPC TN       -   256,030.      472,670.      MT  (+/- 180 meters Scaled)
 GC1117
 GC1117                          SUPERSEDED SURVEY CONTROL
 GC1117
 GC1117  NGVD 29 (??/??/92)  165.328  (m)          542.41   (f) ADJ UNCH    1 2
 GC1117
 GC1117.Superseded values are not recommended for survey control.
 GC1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1117.See file dsdata.txt to determine how the superseded data were derived.
 GC1117
 GC1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF621541(NAD 83)
 GC1117_MARKER: DB = BENCH MARK DISK
 GC1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1117_STAMPING: G 183 1949
 GC1117_MARK LOGO: CGS   
 GC1117_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1117+STABILITY: SURFACE MOTION
 GC1117
 GC1117  HISTORY     - Date     Condition        Report By
 GC1117  HISTORY     - 1949     MONUMENTED       CGS
 GC1117  HISTORY     - 1968     GOOD             NGS
 GC1117  HISTORY     - 1979     GOOD             LOCSUR
 GC1117  HISTORY     - 19970909 MARK NOT FOUND   LOCENG
 GC1117
 GC1117                          STATION DESCRIPTION
 GC1117
 GC1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1117'12 MI N FROM CLARKSVILLE.
 GC1117'12.05 MILES NORTH ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1117'STATION AT CLARKSVILLE, ABOUT 0.55 MILE SOUTH OF THE
 GC1117'KENTUCKY-TENNESSEE STATE LINE, AT A BLACK TOP ROAD CROSSING,
 GC1117'39.5 FEET WEST OF THE WEST RAIL, 56 FEET SOUTH OF THE CENTER
 GC1117'LINE OF THE BLACK TOP ROAD, 1 FOOT EAST OF THE R/W FENCE LINE,
 GC1117'26 FEET SOUTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN
 GC1117'WITNESS POST, 3 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 GC1117'OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1117
 GC1117                          STATION RECOVERY (1968)
 GC1117
 GC1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1117'RECOVERED IN GOOD CONDITION.
 GC1117
 GC1117                          STATION RECOVERY (1979)
 GC1117
 GC1117'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GC1117'RECOVERED IN GOOD CONDITION.
 GC1117
 GC1117                          STATION RECOVERY (1997)
 GC1117
 GC1117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GMK)
 GC1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1115 ***********************************************************************
 FC1115  DESIGNATION -  G 184
 FC1115  PID         -  FC1115
 FC1115  STATE/COUNTY-  TN/HAMILTON
 FC1115  USGS QUAD   -  CHATTANOOGA (1976)
 FC1115
 FC1115                         *CURRENT SURVEY CONTROL
 FC1115  ___________________________________________________________________
 FC1115* NAD 83(1986)-  35 04 26.     (N)    085 15 11.     (W)     SCALED    
 FC1115* NAVD 88     -       208.232  (meters)     683.17   (feet)  ADJUSTED  
 FC1115  ___________________________________________________________________
 FC1115  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1115  DYNAMIC HT  -         208.024 (meters)     682.49  (feet)  COMP
 FC1115  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 FC1115
 FC1115  VERT ORDER  -  FIRST     CLASS II
 FC1115
 FC1115.The horizontal coordinates were scaled from a topographic map and have
 FC1115.an estimated accuracy of +/- 6 seconds.
 FC1115
 FC1115.The orthometric height was determined by differential leveling
 FC1115.and adjusted by the National Geodetic Survey in June 1991..
 FC1115
 FC1115.The geoid height was determined by GEOID03.
 FC1115
 FC1115.The dynamic height is computed by dividing the NAVD 88
 FC1115.geopotential number by the normal gravity value computed on the
 FC1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1115.degrees latitude (g = 980.6199 gals.).
 FC1115
 FC1115.The modeled gravity was interpolated from observed gravity values.
 FC1115
 FC1115;                    North         East    Units  Estimated Accuracy
 FC1115;SPC TN       -    82,430.      668,130.      MT  (+/- 180 meters Scaled)
 FC1115
 FC1115                          SUPERSEDED SURVEY CONTROL
 FC1115
 FC1115  NGVD 29 (??/??/92)  208.271  (m)          683.30   (f) ADJ UNCH    1 2
 FC1115
 FC1115.Superseded values are not recommended for survey control.
 FC1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1115.See file dsdata.txt to determine how the superseded data were derived.
 FC1115
 FC1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD592826(NAD 83)
 FC1115_MARKER: DB = BENCH MARK DISK
 FC1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1115_STAMPING: G 184 1950
 FC1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1115+STABILITY: SURFACE MOTION
 FC1115
 FC1115  HISTORY     - Date     Condition        Report By
 FC1115  HISTORY     - 1950     MONUMENTED       CGS
 FC1115  HISTORY     - 1958     MARK NOT FOUND   TVA
 FC1115
 FC1115                          STATION DESCRIPTION
 FC1115
 FC1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1115'AT BOYCE.
 FC1115'AT BOYCE, ALONG THE SOUTHERN RAILWAY, 105 FEET SOUTHWEST OF THE
 FC1115'SOUTH CORNER OF THE STATION, AT THE SOUTH CORNER OF A SMALL PARK,
 FC1115'50 FEET EAST OF THE CENTER OF THE CROSSING OF WILDER STREET AND
 FC1115'THE NORTHEAST BOUND TRACK, 31 1/2 FEET NORTH OF THE CENTER OF THE
 FC1115'CROSSING OF WILDER STREET AND THE NASHVILLE, CHATTANOOGA AND
 FC1115'ST. LOUIS RAILWAY, 30 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 FC1115'THE SOUTHERN RAILWAY, 15 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 FC1115'THE N.C. AND ST. L. RY., 31 FEET NORTHEAST OF THE CENTER LINE
 FC1115'OF WILDER STREET, 2 FEET WEST OF A FENCE CORNER, ABOUT 1 FOOT
 FC1115'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1115'3 INCHES.  NOTE-- THE OLD STATION HAS BEEN TORN DOWN AND A VIADUCT
 FC1115'BUILT ON WILDER STREET.  THE MARK IS PROBABLY DESTROYED.
 FC1115
 FC1115                          STATION RECOVERY (1958)
 FC1115
 FC1115'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FC1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0289 ***********************************************************************
 FD0289  DESIGNATION -  G 185
 FD0289  PID         -  FD0289
 FD0289  STATE/COUNTY-  TN/MARSHALL
 FD0289  USGS QUAD   -  LEWISBURG (1981)
 FD0289
 FD0289                         *CURRENT SURVEY CONTROL
 FD0289  ___________________________________________________________________
 FD0289* NAD 83(1986)-  35 29 46.     (N)    086 50 22.     (W)     SCALED    
 FD0289* NAVD 88     -       246.770  (meters)     809.61   (feet)  ADJUSTED  
 FD0289  ___________________________________________________________________
 FD0289  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0289  DYNAMIC HT  -         246.550 (meters)     808.89  (feet)  COMP
 FD0289  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 FD0289
 FD0289  VERT ORDER  -  FIRST     CLASS II
 FD0289
 FD0289.The horizontal coordinates were scaled from a topographic map and have
 FD0289.an estimated accuracy of +/- 6 seconds.
 FD0289
 FD0289.The orthometric height was determined by differential leveling
 FD0289.and adjusted by the National Geodetic Survey in June 1991..
 FD0289
 FD0289.The geoid height was determined by GEOID03.
 FD0289
 FD0289.The dynamic height is computed by dividing the NAVD 88
 FD0289.geopotential number by the normal gravity value computed on the
 FD0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0289.degrees latitude (g = 980.6199 gals.).
 FD0289
 FD0289.The modeled gravity was interpolated from observed gravity values.
 FD0289
 FD0289;                    North         East    Units  Estimated Accuracy
 FD0289;SPC TN       -   129,340.      523,840.      MT  (+/- 180 meters Scaled)
 FD0289
 FD0289                          SUPERSEDED SURVEY CONTROL
 FD0289
 FD0289  NGVD 29 (??/??/92)  246.746  (m)          809.53   (f) ADJ UNCH    1 2
 FD0289
 FD0289.Superseded values are not recommended for survey control.
 FD0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0289.See file dsdata.txt to determine how the superseded data were derived.
 FD0289
 FD0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE145280(NAD 83)
 FD0289_MARKER: DB = BENCH MARK DISK
 FD0289_SETTING: 66 = SET IN ROCK OUTCROP
 FD0289_SP_SET: ROCK OUTCROP
 FD0289_STAMPING: G 185 1949
 FD0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0289+STABILITY: POSITION/ELEVATION WELL
 FD0289
 FD0289  HISTORY     - Date     Condition        Report By
 FD0289  HISTORY     - 1949     MONUMENTED       CGS
 FD0289
 FD0289                          STATION DESCRIPTION
 FD0289
 FD0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0289'3.6 MI SE FROM BRYANT.
 FD0289'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0289'SCHOOL AT BRYANT, THENCE ABOUT 2.1 MILES EAST ALONG A GRAVEL
 FD0289'ROAD, THENCE ABOUT 0.25 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT
 FD0289'0.25 MILE SOUTH OF THE SOUTH BERLIN PRESBYTERIAN CHURCH, AT
 FD0289'A CURVE IN THE ROAD WITH TANGENTS EXTENDING SOUTH AND NORTHWEST,
 FD0289'SET IN THE TOP OF A LARGE OUTCROP OF ROCK, ABOUT 130 FEET
 FD0289'SOUTH OF THE CENTER OF THE CURVE, 106 FEET NORTH-NORTHEAST
 FD0289'OF A FENCE CORNER, 35 1/2 FEET EAST OF THE CENTER LINE OF THE
 FD0289'ROAD, 25 FEET EAST OF THE FENCE LINE, 9 1/2 FEET SOUTH-SOUTHEAST
 FD0289'OF A TRIANGULAR BLAZED 12-INCH CEDAR TREE, 2 FEET WEST OF THE
 FD0289'EAST EDGE OF THE ROAD AND ABOUT 2 FEET BELOW THE ROAD.  NOTE-- MARK
 FD0289'MAY BE REACHED FROM LEWISBURG, MARSHALL COUNTY BY GOING ABOUT
 FD0289'2.35 MILES NORTHWEST ALONG FRANKLIN PIKE ROAD FROM HARDISON
 FD0289'GRAMMAR SCHOOL AT LEWISBURG, THENCE ABOUT 2.5 MILES NORTHWEST
 FD0289'ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0048 ***********************************************************************
 FD0048  DESIGNATION -  G 186
 FD0048  PID         -  FD0048
 FD0048  STATE/COUNTY-  TN/RUTHERFORD
 FD0048  USGS QUAD   -  WALTERHILL (1998)
 FD0048
 FD0048                         *CURRENT SURVEY CONTROL
 FD0048  ___________________________________________________________________
 FD0048* NAD 83(1986)-  35 55 03.     (N)    086 28 19.     (W)     SCALED    
 FD0048* NAVD 88     -       172.602  (meters)     566.28   (feet)  ADJUSTED  
 FD0048  ___________________________________________________________________
 FD0048  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0048  DYNAMIC HT  -         172.452 (meters)     565.79  (feet)  COMP
 FD0048  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 FD0048
 FD0048  VERT ORDER  -  FIRST     CLASS II
 FD0048
 FD0048.The horizontal coordinates were scaled from a topographic map and have
 FD0048.an estimated accuracy of +/- 6 seconds.
 FD0048
 FD0048.The orthometric height was determined by differential leveling
 FD0048.and adjusted by the National Geodetic Survey in June 1991..
 FD0048
 FD0048.The geoid height was determined by GEOID03.
 FD0048
 FD0048.The dynamic height is computed by dividing the NAVD 88
 FD0048.geopotential number by the normal gravity value computed on the
 FD0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0048.degrees latitude (g = 980.6199 gals.).
 FD0048
 FD0048.The modeled gravity was interpolated from observed gravity values.
 FD0048
 FD0048;                    North         East    Units  Estimated Accuracy
 FD0048;SPC TN       -   175,870.      557,410.      MT  (+/- 180 meters Scaled)
 FD0048
 FD0048                          SUPERSEDED SURVEY CONTROL
 FD0048
 FD0048  NGVD 29 (??/??/92)  172.618  (m)          566.33   (f) ADJ UNCH    1 2
 FD0048
 FD0048.Superseded values are not recommended for survey control.
 FD0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0048.See file dsdata.txt to determine how the superseded data were derived.
 FD0048
 FD0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE476749(NAD 83)
 FD0048_MARKER: DB = BENCH MARK DISK
 FD0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0048_STAMPING: G 186 1949
 FD0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0048+STABILITY: SURFACE MOTION
 FD0048
 FD0048  HISTORY     - Date     Condition        Report By
 FD0048  HISTORY     - 1949     MONUMENTED       CGS
 FD0048  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0048
 FD0048                          STATION DESCRIPTION
 FD0048
 FD0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0048'5.8 MI SE FROM SMYRNA.
 FD0048'5.0 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0048'LOUIS RAILWAY FROM THE STATION AT SMYRNA, THENCE ABOUT 0.8 MILE
 FD0048'SOUTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF U.S. HIGHWAY 70S
 FD0048'AND THE ENTRANCE ROAD TO THE SKY HARBOR AIRPORT, 107 FEET
 FD0048'SOUTHEAST OF POWER POLE NO. 29-351, 58 1/2 FEET NORTHEAST OF
 FD0048'THE CENTER LINE OF THE HIGHWAY, 68 FEET WEST-NORTHWEST AND
 FD0048'ACROSS THE ENTRANCE ROAD FROM THE SOUTHWEST CORNER OF A SERVICE
 FD0048'STATION, 32 FEET WEST OF THE CENTER LINE OF THE ENTRANCE ROAD, 1
 FD0048'FOOT SOUTHWEST OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 FD0048'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 FD0048'OF A CONCRETE POST PROJECTING 3 INCHES.
 FD0048
 FD0048                          STATION RECOVERY (2001)
 FD0048
 FD0048'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 FD0048'MARK WAS LOCATED AT AN AIRPORT WHICH NO LONGER EXISTS. ALL EVIDENCE OF
 FD0048'AIRFIELD AND ASSOCIATED STRUCTURES HAS BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0410 ***********************************************************************
 GC0410  DESIGNATION -  G 187
 GC0410  PID         -  GC0410
 GC0410  STATE/COUNTY-  TN/DAVIDSON
 GC0410  USGS QUAD   -  ANTIOCH (1983)
 GC0410
 GC0410                         *CURRENT SURVEY CONTROL
 GC0410  ___________________________________________________________________
 GC0410* NAD 83(1986)-  36 04 28.     (N)    086 40 47.     (W)     SCALED    
 GC0410* NAVD 88     -       150.319  (meters)     493.17   (feet)  ADJUSTED  
 GC0410  ___________________________________________________________________
 GC0410  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC0410  DYNAMIC HT  -         150.189 (meters)     492.75  (feet)  COMP
 GC0410  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0410
 GC0410  VERT ORDER  -  FIRST     CLASS II
 GC0410
 GC0410.The horizontal coordinates were scaled from a topographic map and have
 GC0410.an estimated accuracy of +/- 6 seconds.
 GC0410
 GC0410.The orthometric height was determined by differential leveling
 GC0410.and adjusted by the National Geodetic Survey in June 1991..
 GC0410
 GC0410.The geoid height was determined by GEOID03.
 GC0410
 GC0410.The dynamic height is computed by dividing the NAVD 88
 GC0410.geopotential number by the normal gravity value computed on the
 GC0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0410.degrees latitude (g = 980.6199 gals.).
 GC0410
 GC0410.The modeled gravity was interpolated from observed gravity values.
 GC0410
 GC0410;                    North         East    Units  Estimated Accuracy
 GC0410;SPC TN       -   193,390.      538,780.      MT  (+/- 180 meters Scaled)
 GC0410
 GC0410                          SUPERSEDED SURVEY CONTROL
 GC0410
 GC0410  NGVD 29 (??/??/92)  150.343  (m)          493.25   (f) ADJ UNCH    1 2
 GC0410
 GC0410.Superseded values are not recommended for survey control.
 GC0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0410.See file dsdata.txt to determine how the superseded data were derived.
 GC0410
 GC0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE288922(NAD 83)
 GC0410_MARKER: DB = BENCH MARK DISK
 GC0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0410_SP_SET: BRIDGE
 GC0410_STAMPING: G 187 1949
 GC0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0410
 GC0410  HISTORY     - Date     Condition        Report By
 GC0410  HISTORY     - 1949     MONUMENTED       CGS
 GC0410
 GC0410                          STATION DESCRIPTION
 GC0410
 GC0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0410'1.2 MI NW FROM ANTIOCH.
 GC0410'1.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 GC0410'ST. LOUIS RAILWAY FROM THE STATION AT ANTIOCH, SET IN THE TOP
 GC0410'OF THE NORTHEAST END OF THE NORTHWEST STONE ABUTMENT OF RAILROAD
 GC0410'BRIDGE NO. 8.6 OVER MILL CREEK, 4 1/2 FEET NORTHEAST OF THE NORTHEAST
 GC0410'RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0385 ***********************************************************************
 GC0385  DESIGNATION -  G 188
 GC0385  PID         -  GC0385
 GC0385  STATE/COUNTY-  TN/DAVIDSON
 GC0385  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0385
 GC0385                         *CURRENT SURVEY CONTROL
 GC0385  ___________________________________________________________________
 GC0385* NAD 83(1986)-  36 10 48.     (N)    086 48 40.     (W)     SCALED    
 GC0385* NAVD 88     -       132.518  (meters)     434.77   (feet)  ADJUSTED  
 GC0385  ___________________________________________________________________
 GC0385  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0385  DYNAMIC HT  -         132.404 (meters)     434.40  (feet)  COMP
 GC0385  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GC0385
 GC0385  VERT ORDER  -  FIRST     CLASS II
 GC0385
 GC0385.The horizontal coordinates were scaled from a topographic map and have
 GC0385.an estimated accuracy of +/- 6 seconds.
 GC0385
 GC0385.The orthometric height was determined by differential leveling
 GC0385.and adjusted by the National Geodetic Survey in June 1991..
 GC0385.WARNING-Repeat measurements at this control monument indicate possible
 GC0385.vertical movement.
 GC0385
 GC0385.The geoid height was determined by GEOID03.
 GC0385
 GC0385.The dynamic height is computed by dividing the NAVD 88
 GC0385.geopotential number by the normal gravity value computed on the
 GC0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0385.degrees latitude (g = 980.6199 gals.).
 GC0385
 GC0385.The modeled gravity was interpolated from observed gravity values.
 GC0385
 GC0385;                    North         East    Units  Estimated Accuracy
 GC0385;SPC TN       -   205,190.      527,040.      MT  (+/- 180 meters Scaled)
 GC0385
 GC0385                          SUPERSEDED SURVEY CONTROL
 GC0385
 GC0385  NGVD 29 (??/??/92)  132.577  (m)          434.96   (f) ADJ UNCH    1 2
 GC0385
 GC0385.Superseded values are not recommended for survey control.
 GC0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0385.See file dsdata.txt to determine how the superseded data were derived.
 GC0385
 GC0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF169039(NAD 83)
 GC0385_MARKER: DB = BENCH MARK DISK
 GC0385_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GC0385_STAMPING: G 188 1949
 GC0385_MARK LOGO: CGS   
 GC0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0385
 GC0385  HISTORY     - Date     Condition        Report By
 GC0385  HISTORY     - 1949     MONUMENTED       CGS
 GC0385  HISTORY     - 1984     GOOD             NGS
 GC0385  HISTORY     - 19870808 GOOD             LOCSUR
 GC0385
 GC0385                          STATION DESCRIPTION
 GC0385
 GC0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0385'AT NASHVILLE.
 GC0385'AT NASHVILLE, AT THE INTERSECTION OF 18TH AVENUE NORTH AND BUCHANAN
 GC0385'STREET, IN THE NORTHWEST QUARTER OF THE INTERSECTION, SET VERTICALLY
 GC0385'IN THE SOUTH FACE OF A TEXACO SERVICE STATION, 0.8 FOOT WEST OF THE
 GC0385'SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 1 FOOT ABOVE THE GROUND.
 GC0385
 GC0385                          STATION RECOVERY (1984)
 GC0385
 GC0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0385'RECOVERED IN GOOD CONDITION.  NOTE, GAS STATION IS NOW E.D.S. FISH AND
 GC0385'PIZZA PLACE.
 GC0385
 GC0385                          STATION RECOVERY (1987)
 GC0385
 GC0385'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1919 ***********************************************************************
 FB1919  DESIGNATION -  G 189
 FB1919  PID         -  FB1919
 FB1919  STATE/COUNTY-  TN/KNOX
 FB1919  USGS QUAD   -  KNOXVILLE (1978)
 FB1919
 FB1919                         *CURRENT SURVEY CONTROL
 FB1919  ___________________________________________________________________
 FB1919* NAD 83(1986)-  35 58 18.     (N)    083 55 37.     (W)     SCALED    
 FB1919* NAVD 88     -       270.387  (meters)     887.09   (feet)  ADJUSTED  
 FB1919  ___________________________________________________________________
 FB1919  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1919  DYNAMIC HT  -         270.138 (meters)     886.28  (feet)  COMP
 FB1919  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 FB1919
 FB1919  VERT ORDER  -  FIRST     CLASS I
 FB1919
 FB1919.The horizontal coordinates were scaled from a topographic map and have
 FB1919.an estimated accuracy of +/- 6 seconds.
 FB1919
 FB1919.The orthometric height was determined by differential leveling
 FB1919.and adjusted by the National Geodetic Survey in June 1991..
 FB1919
 FB1919.The geoid height was determined by GEOID03.
 FB1919
 FB1919.The dynamic height is computed by dividing the NAVD 88
 FB1919.geopotential number by the normal gravity value computed on the
 FB1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1919.degrees latitude (g = 980.6199 gals.).
 FB1919
 FB1919.The modeled gravity was interpolated from observed gravity values.
 FB1919
 FB1919;                    North         East    Units  Estimated Accuracy
 FB1919;SPC TN       -   183,750.      786,960.      MT  (+/- 180 meters Scaled)
 FB1919
 FB1919                          SUPERSEDED SURVEY CONTROL
 FB1919
 FB1919  NGVD 29 (??/??/92)  270.521  (m)          887.53   (f) ADJ UNCH    1 1
 FB1919
 FB1919.Superseded values are not recommended for survey control.
 FB1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1919.See file dsdata.txt to determine how the superseded data were derived.
 FB1919
 FB1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360847(NAD 83)
 FB1919_MARKER: DB = BENCH MARK DISK
 FB1919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1919_SP_SET: PIER
 FB1919_STAMPING: G 189 1950
 FB1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1919+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1919
 FB1919  HISTORY     - Date     Condition        Report By
 FB1919  HISTORY     - 1950     MONUMENTED       CGS
 FB1919  HISTORY     - 1967     GOOD             NGS
 FB1919  HISTORY     - 20010323 GOOD             USPSQD
 FB1919  HISTORY     - 20060112 GOOD             USPSQD
 FB1919
 FB1919                          STATION DESCRIPTION
 FB1919
 FB1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1919'AT KNOXVILLE.
 FB1919'AT KNOXVILLE, ABOUT 0.4 MILE NORTHWEST ALONG THE SOUTHERN
 FB1919'RAILWAY FROM THE STATION, SET VERTICALLY IN THE WEST FACE OF THE
 FB1919'SOUTH LEG OF THE FIRST PIER EAST OF THE TRACK FOR THE 5TH AVENUE
 FB1919'OVERPASS OVER THE TRACKS, 6 FEET EAST OF THE EAST RAIL OF THE EAST
 FB1919'ONE OF THREE TRACKS, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND
 FB1919'THE TRACK.
 FB1919
 FB1919                          STATION RECOVERY (2001)
 FB1919
 FB1919'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1919'RECOVERED IN GOOD CONDITION.
 FB1919
 FB1919                          STATION RECOVERY (2006)
 FB1919
 FB1919'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0054 ***********************************************************************
 FE0054  DESIGNATION -  G 19
 FE0054  PID         -  FE0054
 FE0054  STATE/COUNTY-  TN/CARROLL
 FE0054  USGS QUAD   -  YUMA (1986)
 FE0054
 FE0054                         *CURRENT SURVEY CONTROL
 FE0054  ___________________________________________________________________
 FE0054* NAD 83(1986)-  35 52 12.     (N)    088 19 16.     (W)     SCALED    
 FE0054* NAVD 88     -       133.541  (meters)     438.13   (feet)  ADJUSTED  
 FE0054  ___________________________________________________________________
 FE0054  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE0054  DYNAMIC HT  -         133.425 (meters)     437.75  (feet)  COMP
 FE0054  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 FE0054
 FE0054  VERT ORDER  -  FIRST     CLASS II
 FE0054
 FE0054.The horizontal coordinates were scaled from a topographic map and have
 FE0054.an estimated accuracy of +/- 6 seconds.
 FE0054
 FE0054.The orthometric height was determined by differential leveling
 FE0054.and adjusted by the National Geodetic Survey in June 1991..
 FE0054
 FE0054.The geoid height was determined by GEOID03.
 FE0054
 FE0054.The dynamic height is computed by dividing the NAVD 88
 FE0054.geopotential number by the normal gravity value computed on the
 FE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0054.degrees latitude (g = 980.6199 gals.).
 FE0054
 FE0054.The modeled gravity was interpolated from observed gravity values.
 FE0054
 FE0054;                    North         East    Units  Estimated Accuracy
 FE0054;SPC TN       -   172,980.      390,410.      MT  (+/- 180 meters Scaled)
 FE0054
 FE0054                          SUPERSEDED SURVEY CONTROL
 FE0054
 FE0054  NGVD 29 (??/??/??)  133.563  (m)          438.20   (f) ADJUSTED    1 2
 FE0054
 FE0054.Superseded values are not recommended for survey control.
 FE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0054.See file dsdata.txt to determine how the superseded data were derived.
 FE0054
 FE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE807703(NAD 83)
 FE0054_MARKER: DB = BENCH MARK DISK
 FE0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0054_SP_SET: CONCRETE FIREWALL
 FE0054_STAMPING: 438.359 G 19 1934
 FE0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0054
 FE0054  HISTORY     - Date     Condition        Report By
 FE0054  HISTORY     - 1934     MONUMENTED       CGS
 FE0054  HISTORY     - 1935     GOOD             CGS
 FE0054  HISTORY     - 1972     GOOD             TVA
 FE0054
 FE0054                          STATION DESCRIPTION
 FE0054
 FE0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0054'1.9 MI S FROM WESTPORT.
 FE0054'1.9 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0054'RAILWAY FROM THE STATION AT WESTPORT, CARROLL COUNTY, 10-1/2
 FE0054'POLES SOUTH OF MILEPOST 100, 300 FEET NORTH OF BIG SANDY RIVER
 FE0054'CHANNEL, OPPOSITE SURVEY STATION 5283+35, NEAR THE MIDDLE OF THE
 FE0054'SOUTH TRESTLE APPROACH TO TRESTLE 100.2, AND IN THE TOP OF THE
 FE0054'EAST END OF THE CONCRETE FIREWALL.  A STANDARD DISK, STAMPED
 FE0054'438.359 G 19 1934.  NOTE-- 7.80 E OF CENTERLINE L AND NRR.
 FE0054
 FE0054                          STATION RECOVERY (1972)
 FE0054
 FE0054'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0486 ***********************************************************************
 GB0486  DESIGNATION -  G 190
 GB0486  PID         -  GB0486
 GB0486  STATE/COUNTY-  TN/ANDERSON
 GB0486  USGS QUAD   -  CLINTON (1990)
 GB0486
 GB0486                         *CURRENT SURVEY CONTROL
 GB0486  ___________________________________________________________________
 GB0486* NAD 83(1986)-  36 05 00.     (N)    084 07 47.     (W)     SCALED    
 GB0486* NAVD 88     -       254.810  (meters)     835.99   (feet)  ADJUSTED  
 GB0486  ___________________________________________________________________
 GB0486  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GB0486  DYNAMIC HT  -         254.577 (meters)     835.22  (feet)  COMP
 GB0486  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 GB0486
 GB0486  VERT ORDER  -  FIRST     CLASS I
 GB0486
 GB0486.The horizontal coordinates were scaled from a topographic map and have
 GB0486.an estimated accuracy of +/- 6 seconds.
 GB0486
 GB0486.The orthometric height was determined by differential leveling
 GB0486.and adjusted by the National Geodetic Survey in June 1991..
 GB0486
 GB0486.The geoid height was determined by GEOID03.
 GB0486
 GB0486.The dynamic height is computed by dividing the NAVD 88
 GB0486.geopotential number by the normal gravity value computed on the
 GB0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0486.degrees latitude (g = 980.6199 gals.).
 GB0486
 GB0486.The modeled gravity was interpolated from observed gravity values.
 GB0486
 GB0486;                    North         East    Units  Estimated Accuracy
 GB0486;SPC TN       -   195,770.      768,440.      MT  (+/- 180 meters Scaled)
 GB0486
 GB0486                          SUPERSEDED SURVEY CONTROL
 GB0486
 GB0486  NGVD 29 (??/??/92)  254.944  (m)          836.43   (f) ADJ UNCH    1 1
 GB0486
 GB0486.Superseded values are not recommended for survey control.
 GB0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0486.See file dsdata.txt to determine how the superseded data were derived.
 GB0486
 GB0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE584970(NAD 83)
 GB0486_MARKER: DB = BENCH MARK DISK
 GB0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0486_STAMPING: G 190 1950
 GB0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0486+STABILITY: SURFACE MOTION
 GB0486
 GB0486  HISTORY     - Date     Condition        Report By
 GB0486  HISTORY     - 1950     MONUMENTED       CGS
 GB0486  HISTORY     - 1967     GOOD             NGS
 GB0486
 GB0486                          STATION DESCRIPTION
 GB0486
 GB0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0486'1.5 MI S FROM CLINTON.
 GB0486'ABOUT 1.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0486'STATION AT CLINTON, ABOUT 0.35 MILE NORTH OF MILEPOST 19,
 GB0486'50 1/2 FEET NORTH OF THE CENTER OF THE CROSSING OF YARNELL ROAD,
 GB0486'33 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 32 FEET
 GB0486'NORTH OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT UNDER THE
 GB0486'ROAD, 21.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.1 FEET
 GB0486'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 GB0486'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GB0486'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0848 ***********************************************************************
 GB0848  DESIGNATION -  G 191
 GB0848  PID         -  GB0848
 GB0848  STATE/COUNTY-  TN/MORGAN
 GB0848  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0848
 GB0848                         *CURRENT SURVEY CONTROL
 GB0848  ___________________________________________________________________
 GB0848* NAD 83(1986)-  36 02 15.     (N)    084 35 08.     (W)     SCALED    
 GB0848* NAVD 88     -       254.999  (meters)     836.61   (feet)  ADJUSTED  
 GB0848  ___________________________________________________________________
 GB0848  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GB0848  DYNAMIC HT  -         254.768 (meters)     835.85  (feet)  COMP
 GB0848  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 GB0848
 GB0848  VERT ORDER  -  FIRST     CLASS I
 GB0848
 GB0848.The horizontal coordinates were scaled from a topographic map and have
 GB0848.an estimated accuracy of +/- 6 seconds.
 GB0848
 GB0848.The orthometric height was determined by differential leveling
 GB0848.and adjusted by the National Geodetic Survey in June 1991..
 GB0848
 GB0848.The geoid height was determined by GEOID03.
 GB0848
 GB0848.The dynamic height is computed by dividing the NAVD 88
 GB0848.geopotential number by the normal gravity value computed on the
 GB0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0848.degrees latitude (g = 980.6199 gals.).
 GB0848
 GB0848.The modeled gravity was interpolated from observed gravity values.
 GB0848
 GB0848;                    North         East    Units  Estimated Accuracy
 GB0848;SPC TN       -   190,000.      727,460.      MT  (+/- 180 meters Scaled)
 GB0848
 GB0848                          SUPERSEDED SURVEY CONTROL
 GB0848
 GB0848  NGVD 29 (??/??/92)  255.115  (m)          836.99   (f) ADJ UNCH    1 1
 GB0848
 GB0848.Superseded values are not recommended for survey control.
 GB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0848.See file dsdata.txt to determine how the superseded data were derived.
 GB0848
 GB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE175908(NAD 83)
 GB0848_MARKER: DB = BENCH MARK DISK
 GB0848_SETTING: 66 = SET IN ROCK OUTCROP
 GB0848_SP_SET: ROCK CUT
 GB0848_STAMPING: G 191 1950
 GB0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0848+STABILITY: POSITION/ELEVATION WELL
 GB0848
 GB0848  HISTORY     - Date     Condition        Report By
 GB0848  HISTORY     - 1950     MONUMENTED       CGS
 GB0848  HISTORY     - 1968     GOOD             NGS
 GB0848
 GB0848                          STATION DESCRIPTION
 GB0848
 GB0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0848'4 MI NW FROM OAKDALE.
 GB0848'ABOUT 3.95 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0848'STATION AT OAKDALE, 0.35 MILE SOUTHEAST OF MILEPOST 250, SET
 GB0848'VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHEAST ROCK WALL OF A
 GB0848'CUT FOR THE RAILROAD, 7 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 GB0848'THE NORTHEAST TRACK, 116 FEET NORTHWEST OF THE NORTHWEST END OF A
 GB0848'CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK, AND ABOUT 1 FOOT
 GB0848'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1064 ***********************************************************************
 FC1064  DESIGNATION -  G 192
 FC1064  PID         -  FC1064
 FC1064  STATE/COUNTY-  TN/RHEA
 FC1064  USGS QUAD   -  GRAYSVILLE (1990)
 FC1064
 FC1064                         *CURRENT SURVEY CONTROL
 FC1064  ___________________________________________________________________
 FC1064* NAD 83(1986)-  35 28 28.     (N)    085 02 02.     (W)     SCALED    
 FC1064* NAVD 88     -       227.765  (meters)     747.26   (feet)  ADJUSTED  
 FC1064  ___________________________________________________________________
 FC1064  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1064  DYNAMIC HT  -         227.547 (meters)     746.54  (feet)  COMP
 FC1064  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 FC1064
 FC1064  VERT ORDER  -  FIRST     CLASS II
 FC1064
 FC1064.The horizontal coordinates were scaled from a topographic map and have
 FC1064.an estimated accuracy of +/- 6 seconds.
 FC1064
 FC1064.The orthometric height was determined by differential leveling
 FC1064.and adjusted by the National Geodetic Survey in June 1991..
 FC1064
 FC1064.The geoid height was determined by GEOID03.
 FC1064
 FC1064.The dynamic height is computed by dividing the NAVD 88
 FC1064.geopotential number by the normal gravity value computed on the
 FC1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1064.degrees latitude (g = 980.6199 gals.).
 FC1064
 FC1064.The modeled gravity was interpolated from observed gravity values.
 FC1064
 FC1064;                    North         East    Units  Estimated Accuracy
 FC1064;SPC TN       -   127,040.      687,680.      MT  (+/- 180 meters Scaled)
 FC1064
 FC1064                          SUPERSEDED SURVEY CONTROL
 FC1064
 FC1064  NGVD 29 (??/??/92)  227.835  (m)          747.49   (f) ADJ UNCH    1 2
 FC1064
 FC1064.Superseded values are not recommended for survey control.
 FC1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1064.See file dsdata.txt to determine how the superseded data were derived.
 FC1064
 FC1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE783274(NAD 83)
 FC1064_MARKER: DB = BENCH MARK DISK
 FC1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1064_STAMPING: G 192 1950
 FC1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1064+STABILITY: SURFACE MOTION
 FC1064
 FC1064  HISTORY     - Date     Condition        Report By
 FC1064  HISTORY     - 1950     MONUMENTED       CGS
 FC1064  HISTORY     - 1972     GOOD             TVA
 FC1064
 FC1064                          STATION DESCRIPTION
 FC1064
 FC1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1064'1.8 MI SW FROM DAYTON.
 FC1064'ABOUT 1.95 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC1064'STATION AT DAYTON, AT A PRIVATE ROAD CROSSING, 48 FEET SOUTHEAST
 FC1064'OF THE SOUTHEAST RAIL, 60 FEET SOUTH OF THE CENTER OF THE CROSSING,
 FC1064'1 FOOT NORTHWEST OF A FENCE LINE, 15 FEET EAST OF A TELEPHONE
 FC1064'POLE, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD,
 FC1064'1 FOOT NORTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT 3 FEET
 FC1064'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1064'4 INCHES.
 FC1064
 FC1064                          STATION RECOVERY (1972)
 FC1064
 FC1064'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0173 ***********************************************************************
 FC0173  DESIGNATION -  G 193
 FC0173  PID         -  FC0173
 FC0173  STATE/COUNTY-  TN/MONROE
 FC0173  USGS QUAD   -  SWEETWATER (1989)
 FC0173
 FC0173                         *CURRENT SURVEY CONTROL
 FC0173  ___________________________________________________________________
 FC0173* NAD 83(1986)-  35 36 02.     (N)    084 28 35.     (W)     SCALED    
 FC0173* NAVD 88     -       309.507  (meters)    1015.44   (feet)  ADJUSTED  
 FC0173  ___________________________________________________________________
 FC0173  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0173  DYNAMIC HT  -         309.206 (meters)    1014.45  (feet)  COMP
 FC0173  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 FC0173
 FC0173  VERT ORDER  -  FIRST     CLASS II
 FC0173
 FC0173.The horizontal coordinates were scaled from a topographic map and have
 FC0173.an estimated accuracy of +/- 6 seconds.
 FC0173
 FC0173.The orthometric height was determined by differential leveling
 FC0173.and adjusted by the National Geodetic Survey in June 1991..
 FC0173
 FC0173.The geoid height was determined by GEOID03.
 FC0173
 FC0173.The dynamic height is computed by dividing the NAVD 88
 FC0173.geopotential number by the normal gravity value computed on the
 FC0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0173.degrees latitude (g = 980.6199 gals.).
 FC0173
 FC0173.The modeled gravity was interpolated from observed gravity values.
 FC0173
 FC0173;                    North         East    Units  Estimated Accuracy
 FC0173;SPC TN       -   141,670.      738,050.      MT  (+/- 180 meters Scaled)
 FC0173
 FC0173                          SUPERSEDED SURVEY CONTROL
 FC0173
 FC0173  NGVD 29 (??/??/92)  309.586  (m)         1015.70   (f) ADJ UNCH    1 2
 FC0173
 FC0173.Superseded values are not recommended for survey control.
 FC0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0173.See file dsdata.txt to determine how the superseded data were derived.
 FC0173
 FC0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE286425(NAD 83)
 FC0173_MARKER: DB = BENCH MARK DISK
 FC0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0173_STAMPING: G 193 1950
 FC0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0173+STABILITY: SURFACE MOTION
 FC0173
 FC0173  HISTORY     - Date     Condition        Report By
 FC0173  HISTORY     - 1950     MONUMENTED       CGS
 FC0173
 FC0173                          STATION DESCRIPTION
 FC0173
 FC0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0173'AT SWEETWATER.
 FC0173'AT SWEETWATER, ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 68 FROM
 FC0173'THE JUNCTION OF U.S. HIGHWAY 11, AT THE SOUTHEAST CORNER OF THE
 FC0173'WESTVIEW CEMETERY, 65 FEET NORTH OF THE CENTER LINE OF THE
 FC0173'HIGHWAY, 47 FEET NORTH OF THE SOUTHEAST CORNER OF THE CEMETERY,
 FC0173'2 FEET EAST OF LINE BETWEEN CEMETERY AND A LARGE PLAY GROUND
 FC0173'PARK, 36 FEET NORTHEAST OF THE CENTER LINE OF A BLACK TOP DRIVE
 FC0173'INTO CEMETERY, 76.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FC0173'DENTON TOMBSTONE, 52 FEET EAST-SOUTHEAST OF THE SOUTH END OF
 FC0173'PRESLEY TOMBSTONE, 1 1/2 FEET EAST OF A T.V.A. STEEL WITNESS
 FC0173'POST, ABOUT 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 FC0173'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0660 ***********************************************************************
 FC0660  DESIGNATION -  G 194
 FC0660  PID         -  FC0660
 FC0660  STATE/COUNTY-  TN/ROANE
 FC0660  USGS QUAD   -  ROCKWOOD (1980)
 FC0660
 FC0660                         *CURRENT SURVEY CONTROL
 FC0660  ___________________________________________________________________
 FC0660* NAD 83(1986)-  35 49 28.     (N)    084 43 25.     (W)     SCALED    
 FC0660* NAVD 88     -       245.155  (meters)     804.31   (feet)  ADJUSTED  
 FC0660  ___________________________________________________________________
 FC0660  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0660  DYNAMIC HT  -         244.923 (meters)     803.55  (feet)  COMP
 FC0660  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 FC0660
 FC0660  VERT ORDER  -  FIRST     CLASS II
 FC0660
 FC0660.The horizontal coordinates were scaled from a topographic map and have
 FC0660.an estimated accuracy of +/- 6 seconds.
 FC0660
 FC0660.The orthometric height was determined by differential leveling
 FC0660.and adjusted by the National Geodetic Survey in June 1991..
 FC0660
 FC0660.The geoid height was determined by GEOID03.
 FC0660
 FC0660.The dynamic height is computed by dividing the NAVD 88
 FC0660.geopotential number by the normal gravity value computed on the
 FC0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0660.degrees latitude (g = 980.6199 gals.).
 FC0660
 FC0660.The modeled gravity was interpolated from observed gravity values.
 FC0660
 FC0660;                    North         East    Units  Estimated Accuracy
 FC0660;SPC TN       -   166,190.      715,330.      MT  (+/- 180 meters Scaled)
 FC0660
 FC0660                          SUPERSEDED SURVEY CONTROL
 FC0660
 FC0660  NGVD 29 (??/??/92)  245.249  (m)          804.62   (f) ADJ UNCH    1 2
 FC0660
 FC0660.Superseded values are not recommended for survey control.
 FC0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0660.See file dsdata.txt to determine how the superseded data were derived.
 FC0660
 FC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE056668(NAD 83)
 FC0660_MARKER: DB = BENCH MARK DISK
 FC0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0660_STAMPING: G 194 1950
 FC0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0660+STABILITY: SURFACE MOTION
 FC0660
 FC0660  HISTORY     - Date     Condition        Report By
 FC0660  HISTORY     - 1950     MONUMENTED       CGS
 FC0660  HISTORY     - 1972     GOOD             TVA
 FC0660
 FC0660                          STATION DESCRIPTION
 FC0660
 FC0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0660'3.6 MI SW FROM ROCKWOOD.
 FC0660'3.65 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0660'AT ROCKWOOD, AT A SMALL ROAD CROSSING, 47 FEET SOUTHEAST OF
 FC0660'THE SOUTHEAST RAIL, 71 FEET SOUTH OF THE CENTER OF THE CROSSING,
 FC0660'91 FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE BRIDGE UNDER
 FC0660'RAILROAD, 47 FEET SOUTHWEST OF THE WEST CORNER OF A CONCRETE
 FC0660'BRIDGE UNDER ROAD, 9 FEET EAST OF A TELEPHONE POLE, 1 FOOT
 FC0660'NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A T.V.A. STEEL
 FC0660'WITNESS POST, ABOUT 5 FEET BELOW THE TRACK AND SET IN THE TOP
 FC0660'OF A CONCRETE POST PROJECTING 4 INCHES.
 FC0660
 FC0660                          STATION RECOVERY (1972)
 FC0660
 FC0660'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0129 ***********************************************************************
 FC0129  DESIGNATION -  G 195
 FC0129  PID         -  FC0129
 FC0129  STATE/COUNTY-  TN/ROANE
 FC0129  USGS QUAD   -  ELVERTON (1990)
 FC0129
 FC0129                         *CURRENT SURVEY CONTROL
 FC0129  ___________________________________________________________________
 FC0129* NAD 83(1986)-  35 58 02.     (N)    084 28 59.     (W)     SCALED    
 FC0129* NAVD 88     -       242.172  (meters)     794.53   (feet)  ADJUSTED  
 FC0129  ___________________________________________________________________
 FC0129  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0129  DYNAMIC HT  -         241.951 (meters)     793.80  (feet)  COMP
 FC0129  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 FC0129
 FC0129  VERT ORDER  -  FIRST     CLASS I
 FC0129
 FC0129.The horizontal coordinates were scaled from a topographic map and have
 FC0129.an estimated accuracy of +/- 6 seconds.
 FC0129
 FC0129.The orthometric height was determined by differential leveling
 FC0129.and adjusted by the National Geodetic Survey in June 1991..
 FC0129.WARNING-Repeat measurements at this control monument indicate possible
 FC0129.vertical movement.
 FC0129
 FC0129.The geoid height was determined by GEOID03.
 FC0129
 FC0129.The dynamic height is computed by dividing the NAVD 88
 FC0129.geopotential number by the normal gravity value computed on the
 FC0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0129.degrees latitude (g = 980.6199 gals.).
 FC0129
 FC0129.The modeled gravity was interpolated from observed gravity values.
 FC0129
 FC0129;                    North         East    Units  Estimated Accuracy
 FC0129;SPC TN       -   182,340.      736,820.      MT  (+/- 180 meters Scaled)
 FC0129
 FC0129                          SUPERSEDED SURVEY CONTROL
 FC0129
 FC0129  NGVD 29 (??/??/92)  242.289  (m)          794.91   (f) ADJ UNCH    1 1
 FC0129
 FC0129.Superseded values are not recommended for survey control.
 FC0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0129.See file dsdata.txt to determine how the superseded data were derived.
 FC0129
 FC0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE269832(NAD 83)
 FC0129_MARKER: DB = BENCH MARK DISK
 FC0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0129_STAMPING: G 195 1950
 FC0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0129+STABILITY: SURFACE MOTION
 FC0129
 FC0129  HISTORY     - Date     Condition        Report By
 FC0129  HISTORY     - 1950     MONUMENTED       CGS
 FC0129  HISTORY     - 1967     GOOD             NGS
 FC0129
 FC0129                          STATION DESCRIPTION
 FC0129
 FC0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0129'4.8 MI NE FROM HARRIMAN.
 FC0129'ABOUT 4.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0129'STATION AT HARRIMAN, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 45,
 FC0129'61 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD CROSSING, 46 FEET
 FC0129'NORTHEAST OF THE CENTER LINE OF THE ROAD, 23.3 FEET NORTHWEST
 FC0129'OF THE NORTHWEST RAIL, 5 1/2 FEET NORTH OF A TELEGRAPH POLE, 2.8
 FC0129'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 FC0129'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 FC0129'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0708 ***********************************************************************
 FC0708  DESIGNATION -  G 196
 FC0708  PID         -  FC0708
 FC0708  STATE/COUNTY-  TN/ROANE
 FC0708  USGS QUAD   -  HARRIMAN (1980)
 FC0708
 FC0708                         *CURRENT SURVEY CONTROL
 FC0708  ___________________________________________________________________
 FC0708* NAD 83(1986)-  35 56 00.     (N)    084 33 03.     (W)     SCALED    
 FC0708* NAVD 88     -       239.338  (meters)     785.23   (feet)  ADJUSTED  
 FC0708  ___________________________________________________________________
 FC0708  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0708  DYNAMIC HT  -         239.119 (meters)     784.51  (feet)  COMP
 FC0708  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 FC0708
 FC0708  VERT ORDER  -  FIRST     CLASS I
 FC0708
 FC0708.The horizontal coordinates were scaled from a topographic map and have
 FC0708.an estimated accuracy of +/- 6 seconds.
 FC0708
 FC0708.The orthometric height was determined by differential leveling
 FC0708.and adjusted by the National Geodetic Survey in June 1991..
 FC0708
 FC0708.The geoid height was determined by GEOID03.
 FC0708
 FC0708.The dynamic height is computed by dividing the NAVD 88
 FC0708.geopotential number by the normal gravity value computed on the
 FC0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0708.degrees latitude (g = 980.6199 gals.).
 FC0708
 FC0708.The modeled gravity was interpolated from observed gravity values.
 FC0708
 FC0708;                    North         East    Units  Estimated Accuracy
 FC0708;SPC TN       -   178,490.      730,760.      MT  (+/- 180 meters Scaled)
 FC0708
 FC0708                          SUPERSEDED SURVEY CONTROL
 FC0708
 FC0708  NGVD 29 (??/??/92)  239.453  (m)          785.61   (f) ADJ UNCH    1 1
 FC0708
 FC0708.Superseded values are not recommended for survey control.
 FC0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0708.See file dsdata.txt to determine how the superseded data were derived.
 FC0708
 FC0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE209793(NAD 83)
 FC0708_MARKER: DB = BENCH MARK DISK
 FC0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0708_SP_SET: FOUNDATION
 FC0708_STAMPING: G 196 1950
 FC0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0708
 FC0708  HISTORY     - Date     Condition        Report By
 FC0708  HISTORY     - 1950     MONUMENTED       CGS
 FC0708  HISTORY     - 1968     GOOD             NGS
 FC0708  HISTORY     - 1972     GOOD             TVA
 FC0708
 FC0708                          STATION DESCRIPTION
 FC0708
 FC0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0708'0.2 MI SW FROM HARRIMAN.
 FC0708'ABOUT 0.15 MILE SOUTHWEST ALONG ROANE STREET FROM THE POST
 FC0708'OFFICE AT HARRIMAN, THENCE 0.05 MILE SOUTHEAST ALONG WALDEN
 FC0708'STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF THE STONE
 FC0708'FOUNDATION FOR THE HARRIMAN PUBLIC LIBRARY BUILDING, 3.2 FEET
 FC0708'SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 75 FEET SOUTHWEST
 FC0708'OF THE CENTERLINE OF WALDEN STREET, 67 FEET NORTHWEST OF THE
 FC0708'CENTERLINE OF TRENTON STREET, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 FC0708'OF THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE STREETS.
 FC0708
 FC0708                          STATION RECOVERY (1972)
 FC0708
 FC0708'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0932 ***********************************************************************
 GB0932  DESIGNATION -  G 197
 GB0932  PID         -  GB0932
 GB0932  STATE/COUNTY-  TN/SCOTT
 GB0932  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0932
 GB0932                         *CURRENT SURVEY CONTROL
 GB0932  ___________________________________________________________________
 GB0932* NAD 83(1986)-  36 24 01.     (N)    084 32 31.     (W)     SCALED    
 GB0932* NAVD 88     -       391.355  (meters)    1283.97   (feet)  ADJUSTED  
 GB0932  ___________________________________________________________________
 GB0932  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0932  DYNAMIC HT  -         391.023 (meters)    1282.88  (feet)  COMP
 GB0932  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GB0932
 GB0932  VERT ORDER  -  FIRST     CLASS II
 GB0932
 GB0932.The horizontal coordinates were scaled from a topographic map and have
 GB0932.an estimated accuracy of +/- 6 seconds.
 GB0932
 GB0932.The orthometric height was determined by differential leveling
 GB0932.and adjusted by the National Geodetic Survey in June 1991..
 GB0932
 GB0932.The geoid height was determined by GEOID03.
 GB0932
 GB0932.The dynamic height is computed by dividing the NAVD 88
 GB0932.geopotential number by the normal gravity value computed on the
 GB0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0932.degrees latitude (g = 980.6199 gals.).
 GB0932
 GB0932.The modeled gravity was interpolated from observed gravity values.
 GB0932
 GB0932;                    North         East    Units  Estimated Accuracy
 GB0932;SPC TN       -   230,300.      730,790.      MT  (+/- 180 meters Scaled)
 GB0932
 GB0932                          SUPERSEDED SURVEY CONTROL
 GB0932
 GB0932  NGVD 29 (??/??/92)  391.492  (m)         1284.42   (f) ADJ UNCH    1 2
 GB0932
 GB0932.Superseded values are not recommended for survey control.
 GB0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0932.See file dsdata.txt to determine how the superseded data were derived.
 GB0932
 GB0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF204311(NAD 83)
 GB0932_MARKER: DB = BENCH MARK DISK
 GB0932_SETTING: 66 = SET IN ROCK OUTCROP
 GB0932_SP_SET: ROCK LEDGE
 GB0932_STAMPING: G 197 1950
 GB0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0932+STABILITY: POSITION/ELEVATION WELL
 GB0932
 GB0932  HISTORY     - Date     Condition        Report By
 GB0932  HISTORY     - 1950     MONUMENTED       CGS
 GB0932  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0932
 GB0932                          STATION DESCRIPTION
 GB0932
 GB0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0932'2.3 MI S FROM HELENWOOD.
 GB0932'ABOUT 2.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0932'STATION AT HELENWOOD, AT THE NORTH END OF A SHORT FILL ACROSS
 GB0932'A STREAM AND AT THE SOUTH END OF A CUT, 33 FEET EAST OF THE
 GB0932'EAST RAIL, 18 1/2 FEET WEST OF A FENCE CORNER, 13 FEET SOUTHWEST
 GB0932'OF A TELEPHONE POLE, SET IN THE TOP OF A ROCK LEDGE, 1 1/2 FEET
 GB0932'NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK LEDGE, 1.3 FEET
 GB0932'NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE AND ABOUT LEVEL
 GB0932'WITH THE TRACK.
 GB0932
 GB0932                          STATION RECOVERY (1968)
 GB0932
 GB0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0016 ***********************************************************************
 GB0016  DESIGNATION -  G 198
 GB0016  PID         -  GB0016
 GB0016  STATE/COUNTY-  TN/SCOTT
 GB0016  USGS QUAD   -  WINFIELD (1982)
 GB0016
 GB0016                         *CURRENT SURVEY CONTROL
 GB0016  ___________________________________________________________________
 GB0016* NAD 83(1986)-  36 35 22.     (N)    084 26 31.     (W)     SCALED    
 GB0016* NAVD 88     -       411.699  (meters)    1350.72   (feet)  ADJUSTED  
 GB0016  ___________________________________________________________________
 GB0016  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB0016  DYNAMIC HT  -         411.355 (meters)    1349.59  (feet)  COMP
 GB0016  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 GB0016
 GB0016  VERT ORDER  -  FIRST     CLASS I
 GB0016
 GB0016.The horizontal coordinates were scaled from a topographic map and have
 GB0016.an estimated accuracy of +/- 6 seconds.
 GB0016
 GB0016.The orthometric height was determined by differential leveling
 GB0016.and adjusted by the National Geodetic Survey in June 1991..
 GB0016
 GB0016.The geoid height was determined by GEOID03.
 GB0016
 GB0016.The dynamic height is computed by dividing the NAVD 88
 GB0016.geopotential number by the normal gravity value computed on the
 GB0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0016.degrees latitude (g = 980.6199 gals.).
 GB0016
 GB0016.The modeled gravity was interpolated from observed gravity values.
 GB0016
 GB0016;                    North         East    Units  Estimated Accuracy
 GB0016;SPC TN       -   251,430.      739,430.      MT  (+/- 180 meters Scaled)
 GB0016
 GB0016                          SUPERSEDED SURVEY CONTROL
 GB0016
 GB0016  NGVD 29 (??/??/92)  411.831  (m)         1351.15   (f) ADJ UNCH    1 1
 GB0016
 GB0016.Superseded values are not recommended for survey control.
 GB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0016.See file dsdata.txt to determine how the superseded data were derived.
 GB0016
 GB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF288523(NAD 83)
 GB0016_MARKER: DB = BENCH MARK DISK
 GB0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0016_STAMPING: G 198 1950
 GB0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0016+STABILITY: SURFACE MOTION
 GB0016
 GB0016  HISTORY     - Date     Condition        Report By
 GB0016  HISTORY     - 1950     MONUMENTED       CGS
 GB0016  HISTORY     - 1968     GOOD             NGS
 GB0016
 GB0016                          STATION DESCRIPTION
 GB0016
 GB0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0016'2.4 MI N FROM WINFIELD.
 GB0016'ABOUT 2.45 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 GB0016'OFFICE AT WINFIELD, OR ABOUT 4.3 MILES SOUTH ALONG THE SOUTHERN
 GB0016'RAILWAY FROM THE STATION AT PINE KNOT, KENTUCKY, 0.4 MILE SOUTH
 GB0016'OF THE TENNESSEE-KENTUCKY STATE LINE, 0.1 MILE SOUTH OF MILEPOST
 GB0016'201, 230 FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 GB0016'AND A PRIVATE ROAD, 46 1/2 FEET EAST OF THE EAST RAIL, 85 FEET
 GB0016'SOUTH OF THE WEST LEG OF A STEEL RAILROAD RADIO TOWER, 46 FEET
 GB0016'NORTHEAST OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 1.0 FOOT
 GB0016'NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 GB0016'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GB0016'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0770 ***********************************************************************
 FE0770  CBN         -  This is a Cooperative Base Network Control Station.
 FE0770  DESIGNATION -  G 20
 FE0770  PID         -  FE0770
 FE0770  STATE/COUNTY-  TN/HENDERSON
 FE0770  USGS QUAD   -  LURAY (1983)
 FE0770
 FE0770                         *CURRENT SURVEY CONTROL
 FE0770  ___________________________________________________________________
 FE0770* NAD 83(1995)-  35 36 53.42997(N)    088 30 23.45034(W)     ADJUSTED  
 FE0770* NAVD 88     -       134.307  (meters)     440.64   (feet)  ADJUSTED  
 FE0770  ___________________________________________________________________
 FE0770  X           -     135,296.865 (meters)                     COMP
 FE0770  Y           -  -5,189,324.514 (meters)                     COMP
 FE0770  Z           -   3,693,595.672 (meters)                     COMP
 FE0770  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FE0770  ELLIP HEIGHT-         106.19  (meters)          (08/03/04) GPS OBS
 FE0770  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0770  DYNAMIC HT  -         134.187 (meters)     440.25  (feet)  COMP
 FE0770  MODELED GRAV-     979,738.7   (mgal)                       NAVD 88
 FE0770
 FE0770  HORZ ORDER  -  A
 FE0770  VERT ORDER  -  SECOND    CLASS 0
 FE0770  ELLP ORDER  -  FOURTH    CLASS I
 FE0770
 FE0770.The horizontal coordinates were established by GPS observations
 FE0770.and adjusted by the National Geodetic Survey in August 2004..
 FE0770
 FE0770.The orthometric height was determined by differential leveling
 FE0770.and adjusted by the National Geodetic Survey in June 1991..
 FE0770
 FE0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0770
 FE0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0770
 FE0770.The ellipsoidal height was determined by GPS observations
 FE0770.and is referenced to NAD 83.
 FE0770
 FE0770.The geoid height was determined by GEOID03.
 FE0770
 FE0770.The dynamic height is computed by dividing the NAVD 88
 FE0770.geopotential number by the normal gravity value computed on the
 FE0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0770.degrees latitude (g = 980.6199 gals.).
 FE0770
 FE0770.The modeled gravity was interpolated from observed gravity values.
 FE0770
 FE0770;                    North         East     Units Scale Factor Converg.
 FE0770;SPC TN       -   145,089.891   372,944.546   MT  0.99995568   -1 28 02.7
 FE0770;SPC TN       -   476,015.75  1,223,568.90   sFT  0.99995568   -1 28 02.7
 FE0770;UTM  16      - 3,942,274.844   363,559.220   MT  0.99982941   -0 52 38.7
 FE0770
 FE0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0770!SPC TN       -   0.99998333  x   0.99995568  =   0.99993901
 FE0770!UTM  16      -   0.99998333  x   0.99982941  =   0.99981275
 FE0770
 FE0770                          SUPERSEDED SURVEY CONTROL
 FE0770
 FE0770  NAVD 88 (08/03/04)  134.31   (m)          440.6    (f) LEVELING    3  
 FE0770  NGVD 29 (??/??/??)  134.331  (m)          440.72   (f) ADJUSTED    2 0
 FE0770
 FE0770.Superseded values are not recommended for survey control.
 FE0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0770.See file dsdata.txt to determine how the superseded data were derived.
 FE0770
 FE0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6355942275(NAD 83)
 FE0770_MARKER: DB = BENCH MARK DISK
 FE0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0770_STAMPING: 440.829 G 20 1934
 FE0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0770+STABILITY: SURFACE MOTION
 FE0770
 FE0770  HISTORY     - Date     Condition        Report By
 FE0770  HISTORY     - 1934     MONUMENTED       CGS
 FE0770  HISTORY     - 1935     GOOD             CGS
 FE0770  HISTORY     - 20020603 MARK NOT FOUND   USACE
 FE0770  HISTORY     - 20031010 MARK NOT FOUND   TNDT
 FE0770
 FE0770                          STATION DESCRIPTION
 FE0770
 FE0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0770'1.7 MI W FROM LIFE.
 FE0770'1.7 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0770'RAILWAY FROM LIFE, HENDERSON COUNTY, 14-1/4 POLES WEST OF
 FE0770'MILEPOST 125, 21 FEET SOUTHWEST OF A ROAD CROSSING, 35 FEET
 FE0770'NORTHWEST OF THE TRACK, AND 1 FOOT INSIDE THE RIGHT-OF-WAY
 FE0770'FENCE.  A STANDARD DISK STAMPED 440.829 G 20 1934 AND SET IN THE
 FE0770'TOP OF A CONCRETE POST.
 FE0770
 FE0770                          STATION RECOVERY (2002)
 FE0770
 FE0770'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0770'SUSPECTED DESTROYED.
 FE0770
 FE0770                          STATION RECOVERY (2003)
 FE0770
 FE0770'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE0770'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0153 ***********************************************************************
 GB0153  DESIGNATION -  G 201
 GB0153  PID         -  GB0153
 GB0153  STATE/COUNTY-  TN/SCOTT
 GB0153  USGS QUAD   -  WINFIELD (1982)
 GB0153
 GB0153                         *CURRENT SURVEY CONTROL
 GB0153  ___________________________________________________________________
 GB0153* NAD 83(1986)-  36 34 03.     (N)    084 22 47.     (W)     SCALED    
 GB0153* NAVD 88     -       404.062  (meters)    1325.66   (feet)  ADJUSTED  
 GB0153  ___________________________________________________________________
 GB0153  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB0153  DYNAMIC HT  -         403.725 (meters)    1324.55  (feet)  COMP
 GB0153  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GB0153
 GB0153  VERT ORDER  -  SECOND    CLASS 0
 GB0153
 GB0153.The horizontal coordinates were scaled from a topographic map and have
 GB0153.an estimated accuracy of +/- 6 seconds.
 GB0153
 GB0153.The orthometric height was determined by differential leveling
 GB0153.and adjusted by the National Geodetic Survey in June 1991..
 GB0153
 GB0153.The geoid height was determined by GEOID03.
 GB0153
 GB0153.The dynamic height is computed by dividing the NAVD 88
 GB0153.geopotential number by the normal gravity value computed on the
 GB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0153.degrees latitude (g = 980.6199 gals.).
 GB0153
 GB0153.The modeled gravity was interpolated from observed gravity values.
 GB0153
 GB0153;                    North         East    Units  Estimated Accuracy
 GB0153;SPC TN       -   249,090.      745,030.      MT  (+/- 180 meters Scaled)
 GB0153
 GB0153                          SUPERSEDED SURVEY CONTROL
 GB0153
 GB0153  NGVD 29 (??/??/92)  404.197  (m)         1326.10   (f) ADJ UNCH    2 0
 GB0153
 GB0153.Superseded values are not recommended for survey control.
 GB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0153.See file dsdata.txt to determine how the superseded data were derived.
 GB0153
 GB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF344500(NAD 83)
 GB0153_MARKER: DB = BENCH MARK DISK
 GB0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0153_STAMPING: G 201 1951 1326.103
 GB0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0153+STABILITY: SURFACE MOTION
 GB0153
 GB0153  HISTORY     - Date     Condition        Report By
 GB0153  HISTORY     - 1951     MONUMENTED       CGS
 GB0153  HISTORY     - 1957     GOOD             NGS
 GB0153
 GB0153                          STATION DESCRIPTION
 GB0153
 GB0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0153'2.4 MI E FROM PLEASANT GROVE.
 GB0153'2.4 MILES EAST ALONG A BLACKTOP ROAD FROM THE BAPTIST CHURCH AND
 GB0153'SCHOOL AT PLEASANT GROVE, ON THE SOUTHEAST SLOPE OF A LONG
 GB0153'CROOKED GRADE, ON THE OUTSIDE OF A SHARP CURVE WITH TANGENTS
 GB0153'EXTENDING WEST AND SOUTH, ON THE EAST EDGE OF A RAVINE, 53 FEET
 GB0153'NORTHEAST OF THE CENTER OF BLACK TOP ROAD AT CENTER OF CURVE,
 GB0153'25 FEET EAST OF THE EAST END OF A PIPE CULVERT, AND ABOUT LEVEL
 GB0153'WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0157 ***********************************************************************
 GB0157  DESIGNATION -  G 202
 GB0157  PID         -  GB0157
 GB0157  STATE/COUNTY-  TN/SCOTT
 GB0157  USGS QUAD   -  KETCHEN (1982)
 GB0157
 GB0157                         *CURRENT SURVEY CONTROL
 GB0157  ___________________________________________________________________
 GB0157* NAD 83(1986)-  36 34 14.     (N)    084 19 20.     (W)     SCALED    
 GB0157* NAVD 88     -       337.019  (meters)    1105.70   (feet)  ADJUSTED  
 GB0157  ___________________________________________________________________
 GB0157  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GB0157  DYNAMIC HT  -         336.735 (meters)    1104.77  (feet)  COMP
 GB0157  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GB0157
 GB0157  VERT ORDER  -  SECOND    CLASS 0
 GB0157
 GB0157.The horizontal coordinates were scaled from a topographic map and have
 GB0157.an estimated accuracy of +/- 6 seconds.
 GB0157
 GB0157.The orthometric height was determined by differential leveling
 GB0157.and adjusted by the National Geodetic Survey in June 1991..
 GB0157
 GB0157.The geoid height was determined by GEOID03.
 GB0157
 GB0157.The dynamic height is computed by dividing the NAVD 88
 GB0157.geopotential number by the normal gravity value computed on the
 GB0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0157.degrees latitude (g = 980.6199 gals.).
 GB0157
 GB0157.The modeled gravity was interpolated from observed gravity values.
 GB0157
 GB0157;                    North         East    Units  Estimated Accuracy
 GB0157;SPC TN       -   249,510.      750,180.      MT  (+/- 180 meters Scaled)
 GB0157
 GB0157                          SUPERSEDED SURVEY CONTROL
 GB0157
 GB0157  NGVD 29 (??/??/92)  337.154  (m)         1106.15   (f) ADJ UNCH    2 0
 GB0157
 GB0157.Superseded values are not recommended for survey control.
 GB0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0157.See file dsdata.txt to determine how the superseded data were derived.
 GB0157
 GB0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF396505(NAD 83)
 GB0157_MARKER: DB = BENCH MARK DISK
 GB0157_SETTING: 66 = SET IN ROCK OUTCROP
 GB0157_SP_SET: ROCK OUTCROP
 GB0157_STAMPING: G 202 1951 1106.146
 GB0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0157+STABILITY: POSITION/ELEVATION WELL
 GB0157
 GB0157  HISTORY     - Date     Condition        Report By
 GB0157  HISTORY     - 1951     MONUMENTED       CGS
 GB0157  HISTORY     - 1957     POOR             NGS
 GB0157  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0157
 GB0157                          STATION DESCRIPTION
 GB0157
 GB0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0157'0.3 MI W FROM KETCHEN.
 GB0157'ABOUT 0.3 MILE WEST ALONG A DIRT ROAD FROM THE CHURCH AND SCHOOL
 GB0157'AT KETCHEN, ABOUT 0.75 MILE SOUTHEAST OF A 60-FOOT CONCRETE AND
 GB0157'STEEL BRIDGE OVER GUM FORK, ABOUT 0.35 MILE NORTHWEST OF A
 GB0157'BRIDGE OVER JELLICO CREEK AND THE JUNCTION OF A ROAD SOUTHWEST,
 GB0157'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTH AND
 GB0157'EAST, SET IN THE TOP OF THE NORTHEAST EDGE OF A SLANTING OUTCROP
 GB0157'OF ROCK WHICH IS IN AN APPLE ORCHARD, 26 FEET SOUTHWEST OF THE
 GB0157'CENTER LINE OF THE ROAD, 80 FEET SOUTHEAST OF A TWIN APPLE TREE
 GB0157'AND A T FENCE CORNER, 12 FEET SOUTHWEST OF A FENCE LINE AND ABOUT
 GB0157'3 FEET BELOW THE ROAD.
 GB0157
 GB0157                          STATION RECOVERY (1957)
 GB0157
 GB0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0157'MARK RECOVERED IN POOR CONDITION.
 GB0157
 GB0157                          STATION RECOVERY (1977)
 GB0157
 GB0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1090 ***********************************************************************
 GB1090  DESIGNATION -  G 203
 GB1090  PID         -  GB1090
 GB1090  STATE/COUNTY-  TN/PICKETT
 GB1090  USGS QUAD   -  SHARP PLACE (1981)
 GB1090
 GB1090                         *CURRENT SURVEY CONTROL
 GB1090  ___________________________________________________________________
 GB1090* NAD 83(1986)-  36 34 58.     (N)    084 49 13.     (W)     SCALED    
 GB1090* NAVD 88     -       505.905  (meters)    1659.79   (feet)  ADJUSTED  
 GB1090  ___________________________________________________________________
 GB1090  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GB1090  DYNAMIC HT  -         505.482 (meters)    1658.40  (feet)  COMP
 GB1090  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 GB1090
 GB1090  VERT ORDER  -  SECOND    CLASS 0
 GB1090
 GB1090.The horizontal coordinates were scaled from a topographic map and have
 GB1090.an estimated accuracy of +/- 6 seconds.
 GB1090
 GB1090.The orthometric height was determined by differential leveling
 GB1090.and adjusted by the National Geodetic Survey in June 1991..
 GB1090
 GB1090.The geoid height was determined by GEOID03.
 GB1090
 GB1090.The dynamic height is computed by dividing the NAVD 88
 GB1090.geopotential number by the normal gravity value computed on the
 GB1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1090.degrees latitude (g = 980.6199 gals.).
 GB1090
 GB1090.The modeled gravity was interpolated from observed gravity values.
 GB1090
 GB1090;                    North         East    Units  Estimated Accuracy
 GB1090;SPC TN       -   250,220.      705,580.      MT  (+/- 180 meters Scaled)
 GB1090
 GB1090                          SUPERSEDED SURVEY CONTROL
 GB1090
 GB1090  NGVD 29 (??/??/92)  506.037  (m)         1660.22   (f) ADJ UNCH    2 0
 GB1090
 GB1090.Superseded values are not recommended for survey control.
 GB1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1090.See file dsdata.txt to determine how the superseded data were derived.
 GB1090
 GB1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF950508(NAD 83)
 GB1090_MARKER: DB = BENCH MARK DISK
 GB1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1090_STAMPING: G 203 1951 1660.223
 GB1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1090+STABILITY: SURFACE MOTION
 GB1090
 GB1090  HISTORY     - Date     Condition        Report By
 GB1090  HISTORY     - 1951     MONUMENTED       CGS
 GB1090  HISTORY     - 1958     GOOD             NGS
 GB1090
 GB1090                          STATION DESCRIPTION
 GB1090
 GB1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1090'13.2 MI N FROM EAST JAMESTOWN.
 GB1090'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1090'AT EAST JAMESTOWN, THENCE ABOUT 7.1 MILES NORTHWEST AND NORTHEAST
 GB1090'ALONG A GRAVEL ROAD, AT THE TOP OF A KNOLL, 28 FEET SOUTHEAST
 GB1090'OF CENTER LINE OF ROAD, 33 FEET SOUTH-SOUTHWEST OF A TRIANGULAR
 GB1090'BLAZED 14-INCH OAK TREE, 16 FEET NORTHWEST OF A TRIANGULAR BLAZED
 GB1090'12-INCH OAK TREE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 GB1090'POST, ABOUT 2 1/2 FEET ABOVE ROAD AND SET IN THE TOP OF A
 GB1090'CONCRETE POST PROJECTING 4 INCHES.
 GB1090
 GB1090                          STATION RECOVERY (1958)
 GB1090
 GB1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1570 ***********************************************************************
 GB1570  DESIGNATION -  G 204
 GB1570  PID         -  GB1570
 GB1570  STATE/COUNTY-  TN/CLAY
 GB1570  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1570
 GB1570                         *CURRENT SURVEY CONTROL
 GB1570  ___________________________________________________________________
 GB1570* NAD 83(1986)-  36 34 33.     (N)    085 26 54.     (W)     SCALED    
 GB1570* NAVD 88     -       299.355  (meters)     982.13   (feet)  ADJUSTED  
 GB1570  ___________________________________________________________________
 GB1570  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GB1570  DYNAMIC HT  -         299.099 (meters)     981.29  (feet)  COMP
 GB1570  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GB1570
 GB1570  VERT ORDER  -  SECOND    CLASS 0
 GB1570
 GB1570.The horizontal coordinates were scaled from a topographic map and have
 GB1570.an estimated accuracy of +/- 6 seconds.
 GB1570
 GB1570.The orthometric height was determined by differential leveling
 GB1570.and adjusted by the National Geodetic Survey in June 1991..
 GB1570
 GB1570.The geoid height was determined by GEOID03.
 GB1570
 GB1570.The dynamic height is computed by dividing the NAVD 88
 GB1570.geopotential number by the normal gravity value computed on the
 GB1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1570.degrees latitude (g = 980.6199 gals.).
 GB1570
 GB1570.The modeled gravity was interpolated from observed gravity values.
 GB1570
 GB1570;                    North         East    Units  Estimated Accuracy
 GB1570;SPC TN       -   248,950.      649,380.      MT  (+/- 180 meters Scaled)
 GB1570
 GB1570                          SUPERSEDED SURVEY CONTROL
 GB1570
 GB1570  NGVD 29 (??/??/92)  299.460  (m)          982.48   (f) ADJ UNCH    2 0
 GB1570
 GB1570.Superseded values are not recommended for survey control.
 GB1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1570.See file dsdata.txt to determine how the superseded data were derived.
 GB1570
 GB1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF388489(NAD 83)
 GB1570_MARKER: DB = BENCH MARK DISK
 GB1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1570_STAMPING: G 204 1951
 GB1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1570+STABILITY: SURFACE MOTION
 GB1570
 GB1570  HISTORY     - Date     Condition        Report By
 GB1570  HISTORY     - 1951     MONUMENTED       CGS
 GB1570  HISTORY     - 1966     GOOD             NGS
 GB1570
 GB1570                          STATION DESCRIPTION
 GB1570
 GB1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1570'3 MI SW FROM THOMPSONS STORE.
 GB1570'ABOUT 3.05 MILES SOUTHWEST ALONG STATE ROUTE 53 FROM THE CROSSROADS
 GB1570'AT THOMPSONS STORE, ABOUT 2.0 MILE SOUTHWEST OF THE PLAINVIEW
 GB1570'SCHOOL, 76 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE F.V.
 GB1570'THOMPSON HOME, 49 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GB1570'ROUTE 53, 45 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GB1570'THOMPSON HOME, 25 FEET EAST OF A POWERLINE TRANSFORMER POLE, 22
 GB1570'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 8.3
 GB1570'FEET NORTH OF A METAL WITNESS POST AND SIGN, AND 6.5 FEET
 GB1570'NORTH OF AN 18-INCH HICKORY TREE.  IT IS A STANDARD BENCH MARK
 GB1570'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GB1570'ABOUT 4 INCHES BELOW THE SURFACE OF A LAWN AND THE DISK IS
 GB1570'STAMPED G 204 1951.  NOTE-- THIS MARK IS ABOUT 6.1 MILES
 GB1570'NORTHEAST ALONG STATE ROUTE 53 FROM THE CLAY COUNTY COURTHOUSE
 GB1570'IN CELINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5296 ***********************************************************************
 DG5296  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5296  DESIGNATION -  G 20X
 DG5296  PID         -  DG5296
 DG5296  STATE/COUNTY-  TN/HENDERSON
 DG5296  USGS QUAD   -  LURAY (1983)
 DG5296
 DG5296                         *CURRENT SURVEY CONTROL
 DG5296  ___________________________________________________________________
 DG5296* NAD 83(1995)-  35 36 54.96109(N)    088 30 22.83212(W)     ADJUSTED  
 DG5296* NAVD 88     -       135.19   (meters)     443.5    (feet)  GPS OBS   
 DG5296  ___________________________________________________________________
 DG5296  X           -     135,311.721 (meters)                     COMP
 DG5296  Y           -  -5,189,297.337 (meters)                     COMP
 DG5296  Z           -   3,693,634.535 (meters)                     COMP
 DG5296  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DG5296  ELLIP HEIGHT-         107.05  (meters)          (04/05/04) GPS OBS
 DG5296  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DG5296
 DG5296  HORZ ORDER  -  FIRST
 DG5296  ELLP ORDER  -  FOURTH    CLASS I
 DG5296
 DG5296.The horizontal coordinates were established by GPS observations
 DG5296.and adjusted by the National Geodetic Survey in April 2004..
 DG5296
 DG5296.The orthometric height was determined by GPS observations and a
 DG5296.high-resolution geoid model using precise GPS observation and
 DG5296.processing techniques. It supersedes the leveled height previously
 DG5296.determined for this station.
 DG5296
 DG5296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5296
 DG5296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5296
 DG5296.The ellipsoidal height was determined by GPS observations
 DG5296.and is referenced to NAD 83.
 DG5296
 DG5296.The geoid height was determined by GEOID03.
 DG5296
 DG5296;                    North         East     Units Scale Factor Converg.
 DG5296;SPC TN       -   145,136.664   372,961.307   MT  0.99995565   -1 28 02.3
 DG5296;SPC TN       -   476,169.21  1,223,623.89   sFT  0.99995565   -1 28 02.3
 DG5296;UTM  16      - 3,942,321.782   363,575.497   MT  0.99982935   -0 52 38.4
 DG5296
 DG5296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5296!SPC TN       -   0.99998320  x   0.99995565  =   0.99993885
 DG5296!UTM  16      -   0.99998320  x   0.99982935  =   0.99981255
 DG5296
 DG5296                          SUPERSEDED SURVEY CONTROL
 DG5296
 DG5296  NAVD 88 (04/05/04)  135.15   (m)          443.4    (f) LEVELING    3  
 DG5296
 DG5296.Superseded values are not recommended for survey control.
 DG5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5296.See file dsdata.txt to determine how the superseded data were derived.
 DG5296
 DG5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6357542322(NAD 83)
 DG5296_MARKER: F = FLANGE-ENCASED ROD
 DG5296_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5296+WITH SETTING: INFORMATION.
 DG5296_STAMPING: G20X 2002
 DG5296_MARK LOGO: USACE 
 DG5296_PROJECTION: RECESSED 10 CENTIMETERS
 DG5296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5296+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 DG5296_ROD/PIPE-DEPTH:  2.1 meters
 DG5296
 DG5296  HISTORY     - Date     Condition        Report By
 DG5296  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5296
 DG5296                          STATION DESCRIPTION
 DG5296
 DG5296'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5296'THE MARK IS LOCATED 8.1 KM (5MI.) WEST SOUTHWEST OF LEXINGTON, TN.
 DG5296' 
 DG5296'TO REACH THE MARK FROM THE INTERSECTION OF S.R 22A AND S.R. 200 ON THE
 DG5296'SOUTHWEST SIDE OF LEXINGTON, TN, PROCEED WEST ON S.R. 200 7.3 KM
 DG5296'(4.5MI) TO THREADGILL ROAD ON THE RIGHT, THENCE WEST ON THREADGILL
 DG5296'ROAD FOR 2.4 KM (1.5MI) TO MILLS DARDEN CEMETARY ROAD ON THE LEFT,
 DG5296'THENCE SOUTH ON MILLS DARDEN CEMETARY ROAD 0.3 MI. TO THE MARK ON THE
 DG5296'LEFT.
 DG5296' 
 DG5296'THE MARK IS 49.7 M (163.0 FT.) NORTHEAST OF BENCHMARK G20 (1934), 10.0
 DG5296'M (33.0 FT.) EAST OF THE CENTERLINE OF A PAVED COUNTY ROAD, 30.5 M
 DG5296'(100.1 FT.) WEST OF A POWER POLE IN A PASTURE AND 0.6 M (2.0 FT.) WEST
 DG5296'OF A CARSONITE WITNESS POST.
 DG5296' 
 DG5296'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5296'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.1 M (0.3 FT) BELOW GROUND.
 DG5296' 
 DG5296'THE MARK IS STAMPED ... G20X 2002
 DG5296' 
 DG5296'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0147 ***********************************************************************
 FE0147  DESIGNATION -  G 21
 FE0147  PID         -  FE0147
 FE0147  STATE/COUNTY-  TN/DECATUR
 FE0147  USGS QUAD   -  PERRYVILLE (1986)
 FE0147
 FE0147                         *CURRENT SURVEY CONTROL
 FE0147  ___________________________________________________________________
 FE0147* NAD 83(1986)-  35 32 03.     (N)    088 07 18.     (W)     SCALED    
 FE0147* NAVD 88     -       154.581  (meters)     507.15   (feet)  POSTED    
 FE0147  ___________________________________________________________________
 FE0147  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0147  DYNAMIC HT  -         154.440 (meters)     506.69  (feet)  COMP
 FE0147  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 FE0147
 FE0147  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FE0147
 FE0147.The horizontal coordinates were scaled from a topographic map and have
 FE0147.an estimated accuracy of +/- 6 seconds.
 FE0147
 FE0147.The orthometric height was determined by differential leveling
 FE0147.and adjusted by the National Geodetic Survey in 1992..
 FE0147.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FE0147.rate of 2.1 thru 3.0 mm/km.
 FE0147
 FE0147.The geoid height was determined by GEOID03.
 FE0147
 FE0147.The dynamic height is computed by dividing the NAVD 88
 FE0147.geopotential number by the normal gravity value computed on the
 FE0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0147.degrees latitude (g = 980.6199 gals.).
 FE0147
 FE0147.The modeled gravity was interpolated from observed gravity values.
 FE0147
 FE0147;                    North         East    Units  Estimated Accuracy
 FE0147;SPC TN       -   135,320.      407,610.      MT  (+/- 180 meters Scaled)
 FE0147
 FE0147                          SUPERSEDED SURVEY CONTROL
 FE0147
 FE0147  NGVD 29 (??/??/??)  154.590  (m)          507.18   (f) ADJUSTED    2 0
 FE0147
 FE0147.Superseded values are not recommended for survey control.
 FE0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0147.See file dsdata.txt to determine how the superseded data were derived.
 FE0147
 FE0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE983328(NAD 83)
 FE0147_MARKER: DB = BENCH MARK DISK
 FE0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0147_STAMPING: 507.319 G 21 1934
 FE0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0147+STABILITY: SURFACE MOTION
 FE0147
 FE0147  HISTORY     - Date     Condition        Report By
 FE0147  HISTORY     - 1934     MONUMENTED       CGS
 FE0147  HISTORY     - 1935     GOOD             CGS
 FE0147
 FE0147                          STATION DESCRIPTION
 FE0147
 FE0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0147'4 MI S FROM DECATURVILLE.
 FE0147'4.0 MILES SOUTH ALONG STATE HIGHWAY 69 FROM DECATURVILLE, DECATUR
 FE0147'COUNTY, ON THE TOP OF A HIGH HILL, MIDWAY BETWEEN TWO CURVES,
 FE0147'ON THE P.H. WELCH PROPERTY IN 1934, 18 FEET EAST OF THE CENTERLINE
 FE0147'OF THE HIGHWAY, AND 1 FOOT WEST OF THE FENCE LINE.  A STANDARD
 FE0147'DISK, STAMPED 507.319 G 21 1934 AND SET IN THE TOP OF A CONCRETE
 FE0147'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1272 ***********************************************************************
 FE1272  DESIGNATION -  G 212
 FE1272  PID         -  FE1272
 FE1272  STATE/COUNTY-  TN/SHELBY
 FE1272  USGS QUAD   -  EADS (1983)
 FE1272
 FE1272                         *CURRENT SURVEY CONTROL
 FE1272  ___________________________________________________________________
 FE1272* NAD 83(1986)-  35 14 35.     (N)    089 40 38.     (W)     SCALED    
 FE1272* NAVD 88     -        85.061  (meters)     279.07   (feet)  ADJUSTED  
 FE1272  ___________________________________________________________________
 FE1272  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1272  DYNAMIC HT  -          84.984 (meters)     278.82  (feet)  COMP
 FE1272  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 FE1272
 FE1272  VERT ORDER  -  SECOND    CLASS 0
 FE1272
 FE1272.The horizontal coordinates were scaled from a topographic map and have
 FE1272.an estimated accuracy of +/- 6 seconds.
 FE1272
 FE1272.The orthometric height was determined by differential leveling
 FE1272.and adjusted by the National Geodetic Survey in June 1991..
 FE1272
 FE1272.The geoid height was determined by GEOID03.
 FE1272
 FE1272.The dynamic height is computed by dividing the NAVD 88
 FE1272.geopotential number by the normal gravity value computed on the
 FE1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1272.degrees latitude (g = 980.6199 gals.).
 FE1272
 FE1272.The modeled gravity was interpolated from observed gravity values.
 FE1272
 FE1272;                    North         East    Units  Estimated Accuracy
 FE1272;SPC TN       -   107,220.      265,390.      MT  (+/- 180 meters Scaled)
 FE1272
 FE1272                          SUPERSEDED SURVEY CONTROL
 FE1272
 FE1272  NGVD 29 (??/??/??)   85.049  (m)          279.03   (f) ADJUSTED    2 0
 FE1272
 FE1272.Superseded values are not recommended for survey control.
 FE1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1272.See file dsdata.txt to determine how the superseded data were derived.
 FE1272
 FE1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE563032(NAD 83)
 FE1272_MARKER: DB = BENCH MARK DISK
 FE1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1272_SP_SET: BRIDGE ABUTMENT
 FE1272_STAMPING: G 212 1958
 FE1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1272+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE1272
 FE1272  HISTORY     - Date     Condition        Report By
 FE1272  HISTORY     - 1958     MONUMENTED       CGS
 FE1272  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1272  HISTORY     - 19970413 GOOD             TN1620
 FE1272  HISTORY     - 20021001 GOOD             USACE
 FE1272
 FE1272                          STATION DESCRIPTION
 FE1272
 FE1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1272'8.6 MI SW FROM GALLAWAY.
 FE1272'1.9 MILES SOUTH ALONG PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1272'AT GALLAWAY, THENCE 0.5 MILES SOUTHEAST ALONG A PAVED ROAD,
 FE1272'THENCE 2.0 MILES SOUTHWEST CROSS COUNTRY, THENCE 0.7 MILES
 FE1272'ALONG A GRAVEL ROAD, THENCE 0.75 MILES SOUTH ALONG COLL-AR. RD.,
 FE1272'THENCE 0.15 MILES ALONG A PRIVATE DRIVE, THENCE 1.1 MILES
 FE1272'SOUTHWEST CROSS COUNTRY, THENCE 0.8 MILES SOUTH ALONG AIR LINE
 FE1272'ROAD, THENCE 0.65 MILES SOUTHWEST ALONG DONNELSON RD., 15 FT.
 FE1272'SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD, 10.7 FT. EAST OF
 FE1272'A FENCE, A C AND GS DISK DRILLED IN THE WEST ABUTMENT AT THE
 FE1272'SOUTH END OF A CONCRETE BRIDGE OVER CYPRESS CREEK.
 FE1272
 FE1272                          STATION RECOVERY (1992)
 FE1272
 FE1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1272'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 FE1272
 FE1272                          STATION RECOVERY (1997)
 FE1272
 FE1272'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FE1272'RECOVERED IN GOOD CONDITION.
 FE1272
 FE1272                          STATION RECOVERY (2002)
 FE1272
 FE1272'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1075 ***********************************************************************
 FE1075  DESIGNATION -  G 213
 FE1075  PID         -  FE1075
 FE1075  STATE/COUNTY-  TN/FAYETTE
 FE1075  USGS QUAD   -  LAMBERT (1983)
 FE1075
 FE1075                         *CURRENT SURVEY CONTROL
 FE1075  ___________________________________________________________________
 FE1075* NAD 83(1986)-  35 21 44.     (N)    089 29 11.     (W)     SCALED    
 FE1075* NAVD 88     -       102.906  (meters)     337.62   (feet)  ADJUSTED  
 FE1075  ___________________________________________________________________
 FE1075  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE1075  DYNAMIC HT  -         102.815 (meters)     337.32  (feet)  COMP
 FE1075  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 FE1075
 FE1075  VERT ORDER  -  SECOND    CLASS 0
 FE1075
 FE1075.The horizontal coordinates were scaled from a topographic map and have
 FE1075.an estimated accuracy of +/- 6 seconds.
 FE1075
 FE1075.The orthometric height was determined by differential leveling
 FE1075.and adjusted by the National Geodetic Survey in June 1991..
 FE1075
 FE1075.The geoid height was determined by GEOID03.
 FE1075
 FE1075.The dynamic height is computed by dividing the NAVD 88
 FE1075.geopotential number by the normal gravity value computed on the
 FE1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1075.degrees latitude (g = 980.6199 gals.).
 FE1075
 FE1075.The modeled gravity was interpolated from observed gravity values.
 FE1075
 FE1075;                    North         East    Units  Estimated Accuracy
 FE1075;SPC TN       -   119,800.      283,220.      MT  (+/- 180 meters Scaled)
 FE1075
 FE1075                          SUPERSEDED SURVEY CONTROL
 FE1075
 FE1075  NGVD 29 (??/??/??)  102.887  (m)          337.56   (f) ADJUSTED    2 0
 FE1075
 FE1075.Superseded values are not recommended for survey control.
 FE1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1075.See file dsdata.txt to determine how the superseded data were derived.
 FE1075
 FE1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE740160(NAD 83)
 FE1075_MARKER: DB = BENCH MARK DISK
 FE1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1075_STAMPING: G 213 1959
 FE1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1075+STABILITY: SURFACE MOTION
 FE1075
 FE1075  HISTORY     - Date     Condition        Report By
 FE1075  HISTORY     - 1959     MONUMENTED       CGS
 FE1075  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1075
 FE1075                          STATION DESCRIPTION
 FE1075
 FE1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1075'5.4 MI SE FROM BRADEN.
 FE1075'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1075'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1075'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1075'MILE ACROSS COUNTRY, 150 FT. WEST-NORTHWEST OF THE CENTER LINE
 FE1075'OF THE INTERSTATE HIGHWAY, 22 FT. EAST OF THE CENTER LINE
 FE1075'OF A DIRT ROAD, 17 FT. NORTHWEST OF A FENCE CORNER POST, 1.5 FT.
 FE1075'WEST OF A WITNESS POST, 1 FT. ABOVE THE LEVEL OF THE ROAD, A
 FE1075'C AND GS DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FE1075'GROUND.
 FE1075
 FE1075                          STATION RECOVERY (2002)
 FE1075
 FE1075'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1075'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1095 ***********************************************************************
 FE1095  DESIGNATION -  G 214
 FE1095  PID         -  FE1095
 FE1095  STATE/COUNTY-  TN/HAYWOOD
 FE1095  USGS QUAD   -  DANCYVILLE (1981)
 FE1095
 FE1095                         *CURRENT SURVEY CONTROL
 FE1095  ___________________________________________________________________
 FE1095* NAD 83(1986)-  35 24 11.     (N)    089 22 17.     (W)     SCALED    
 FE1095* NAVD 88     -       106.341  (meters)     348.89   (feet)  ADJUSTED  
 FE1095  ___________________________________________________________________
 FE1095  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1095  DYNAMIC HT  -         106.246 (meters)     348.58  (feet)  COMP
 FE1095  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FE1095
 FE1095  VERT ORDER  -  SECOND    CLASS 0
 FE1095
 FE1095.The horizontal coordinates were scaled from a topographic map and have
 FE1095.an estimated accuracy of +/- 6 seconds.
 FE1095
 FE1095.The orthometric height was determined by differential leveling
 FE1095.and adjusted by the National Geodetic Survey in June 1991..
 FE1095
 FE1095.The geoid height was determined by GEOID03.
 FE1095
 FE1095.The dynamic height is computed by dividing the NAVD 88
 FE1095.geopotential number by the normal gravity value computed on the
 FE1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1095.degrees latitude (g = 980.6199 gals.).
 FE1095
 FE1095.The modeled gravity was interpolated from observed gravity values.
 FE1095
 FE1095;                    North         East    Units  Estimated Accuracy
 FE1095;SPC TN       -   123,960.      293,820.      MT  (+/- 180 meters Scaled)
 FE1095
 FE1095                          SUPERSEDED SURVEY CONTROL
 FE1095
 FE1095  NGVD 29 (??/??/??)  106.334  (m)          348.86   (f) ADJUSTED    2 0
 FE1095
 FE1095.Superseded values are not recommended for survey control.
 FE1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1095.See file dsdata.txt to determine how the superseded data were derived.
 FE1095
 FE1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE846203(NAD 83)
 FE1095_MARKER: DB = BENCH MARK DISK
 FE1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1095_STAMPING: G 214 1959
 FE1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1095+STABILITY: SURFACE MOTION
 FE1095
 FE1095  HISTORY     - Date     Condition        Report By
 FE1095  HISTORY     - 1959     MONUMENTED       CGS
 FE1095  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1095
 FE1095                          STATION DESCRIPTION
 FE1095
 FE1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1095'9.4 MI SSE FROM STANTON.
 FE1095'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1095'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST ALONG
 FE1095'A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1095'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1095'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, AND ABOUT 0.9
 FE1095'MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.3 MILE SOUTH ALONG
 FE1095'A PAVED ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE
 FE1095'0.3 MILE SOUTH AND WEST ALONG A DIRT ROAD, 14 FT. NORTH OF
 FE1095'THE CENTER OF A ROAD, 11 FT. WEST OF THE CENTER OF A GATE, 0.5
 FE1095'FT. SOUTH OF A FENCE LINE, 1.5 FT. WEST OF A WITNESS POST, A
 FE1095'C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE1095
 FE1095                          STATION RECOVERY (2002)
 FE1095
 FE1095'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1095'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0418 ***********************************************************************
 FF0418  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0418  DESIGNATION -  G 215 RESET
 FF0418  PID         -  FF0418
 FF0418  STATE/COUNTY-  TN/SHELBY
 FF0418  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0418
 FF0418                         *CURRENT SURVEY CONTROL
 FF0418  ___________________________________________________________________
 FF0418* NAD 83(1995)-  35 11 10.82579(N)    090 00 29.66637(W)     ADJUSTED  
 FF0418* NAVD 88     -        74.31   (meters)     243.8    (feet)  GPS OBS   
 FF0418  ___________________________________________________________________
 FF0418  X           -       -,750.571 (meters)                     COMP
 FF0418  Y           -  -5,218,580.105 (meters)                     COMP
 FF0418  Z           -   3,654,809.038 (meters)                     COMP
 FF0418  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FF0418  ELLIP HEIGHT-          46.99  (meters)          (05/31/05) GPS OBS
 FF0418  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0418
 FF0418  HORZ ORDER  -  FIRST
 FF0418  VERT ORDER  -  THIRD (See Below)
 FF0418  ELLP ORDER  -  FOURTH    CLASS II
 FF0418
 FF0418.The horizontal coordinates were established by GPS observations
 FF0418.and adjusted by the National Geodetic Survey in May 2005..
 FF0418
 FF0418.The orthometric height was determined by GPS observations and a
 FF0418.high-resolution geoid model using precise GPS observation and
 FF0418.processing techniques.
 FF0418.The vertical order pertains to the NGVD 29 superseded value.
 FF0418
 FF0418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0418
 FF0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0418
 FF0418.The ellipsoidal height was determined by GPS observations
 FF0418.and is referenced to NAD 83.
 FF0418
 FF0418.The geoid height was determined by GEOID03.
 FF0418
 FF0418;                    North         East     Units Scale Factor Converg.
 FF0418;SPC TN       -   102,116.773   235,024.220   MT  1.00001184   -2 20 47.7
 FF0418;SPC TN       -   335,028.11    771,075.30   sFT  1.00001184   -2 20 47.7
 FF0418;UTM  15      - 3,897,808.502   772,424.566   MT  1.00051474   +1 43 30.1
 FF0418;UTM  16      - 3,897,853.838   226,074.208   MT  1.00052485   -1 44 04.3
 FF0418
 FF0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0418!SPC TN       -   0.99999262  x   1.00001184  =   1.00000446
 FF0418!UTM  15      -   0.99999262  x   1.00051474  =   1.00050736
 FF0418!UTM  16      -   0.99999262  x   1.00052485  =   1.00051747
 FF0418
 FF0418                          SUPERSEDED SURVEY CONTROL
 FF0418
 FF0418  NGVD 29 (??/??/??)   74.35   (m)          243.9    (f) RESET       3  
 FF0418
 FF0418.Superseded values are not recommended for survey control.
 FF0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0418.See file dsdata.txt to determine how the superseded data were derived.
 FF0418
 FF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7242597809(NAD 83)
 FF0418_MARKER: DB = BENCH MARK DISK
 FF0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0418_SP_SET: SIDEWALK
 FF0418_STAMPING: G 215 RESET 1967
 FF0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0418+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FF0418
 FF0418  HISTORY     - Date     Condition        Report By
 FF0418  HISTORY     - 1967     MONUMENTED       CGS
 FF0418  HISTORY     - 19941111 GOOD             TN1620
 FF0418  HISTORY     - 20030416 GOOD             USACE
 FF0418  HISTORY     - 20030702 GOOD             EMCINC
 FF0418
 FF0418                          STATION DESCRIPTION
 FF0418
 FF0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FF0418'IN MEMPHIS.
 FF0418'THE MARK IS A STANDARD DISK SET IN THE SOUTHEAST CORNER OF THE
 FF0418'SOUTH END OF THE WEST WALKWAY OF THE NEW WOLFE RIVER BRIDGE
 FF0418'ON WATKINS STREET, ABOUT 0.4 OF A MILE SOUTH OF THE INTERSECTION
 FF0418'OF WATKINS STREET ND OVERTON CROSSING.  THE MARK IS ABOUT 1 FOOT
 FF0418'ABOVE THE CONCRETE DECK OF THE CONCRETE BRIDGE AND THE DISK IS
 FF0418'STAMPED G 215 RESET 1967.
 FF0418
 FF0418                          STATION RECOVERY (1994)
 FF0418
 FF0418'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0418'RECOVERED IN GOOD CONDITION.
 FF0418
 FF0418                          STATION RECOVERY (2003)
 FF0418
 FF0418'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 FF0418'RECOVERED IN GOOD CONDITION.
 FF0418
 FF0418                          STATION RECOVERY (2003)
 FF0418
 FF0418'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0655 ***********************************************************************
 FE0655  DESIGNATION -  G 216
 FE0655  PID         -  FE0655
 FE0655  STATE/COUNTY-  TN/MADISON
 FE0655  USGS QUAD   -  JUNO (1980)
 FE0655
 FE0655                         *CURRENT SURVEY CONTROL
 FE0655  ___________________________________________________________________
 FE0655* NAD 83(1986)-  35 44 18.     (N)    088 36 30.     (W)     SCALED    
 FE0655* NAVD 88     -       140.637  (meters)     461.41   (feet)  ADJUSTED  
 FE0655  ___________________________________________________________________
 FE0655  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0655  DYNAMIC HT  -         140.512 (meters)     461.00  (feet)  COMP
 FE0655  MODELED GRAV-     979,739.8   (mgal)                       NAVD 88
 FE0655
 FE0655  VERT ORDER  -  SECOND    CLASS 0
 FE0655
 FE0655.The horizontal coordinates were scaled from a topographic map and have
 FE0655.an estimated accuracy of +/- 6 seconds.
 FE0655
 FE0655.The orthometric height was determined by differential leveling
 FE0655.and adjusted by the National Geodetic Survey in June 1991..
 FE0655
 FE0655.The geoid height was determined by GEOID03.
 FE0655
 FE0655.The dynamic height is computed by dividing the NAVD 88
 FE0655.geopotential number by the normal gravity value computed on the
 FE0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0655.degrees latitude (g = 980.6199 gals.).
 FE0655
 FE0655.The modeled gravity was interpolated from observed gravity values.
 FE0655
 FE0655;                    North         East    Units  Estimated Accuracy
 FE0655;SPC TN       -   159,030.      364,090.      MT  (+/- 180 meters Scaled)
 FE0655
 FE0655                          SUPERSEDED SURVEY CONTROL
 FE0655
 FE0655  NGVD 29 (??/??/??)  140.667  (m)          461.50   (f) ADJUSTED    2 0
 FE0655
 FE0655.Superseded values are not recommended for survey control.
 FE0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0655.See file dsdata.txt to determine how the superseded data were derived.
 FE0655
 FE0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE545561(NAD 83)
 FE0655_MARKER: DB = BENCH MARK DISK
 FE0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0655_STAMPING: G 216 1959
 FE0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0655+STABILITY: SURFACE MOTION
 FE0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0655+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 FE0655
 FE0655  HISTORY     - Date     Condition        Report By
 FE0655  HISTORY     - 1959     MONUMENTED       CGS
 FE0655  HISTORY     - 20020912 GOOD             USACE
 FE0655
 FE0655                          STATION DESCRIPTION
 FE0655
 FE0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0655'25 MI NE FROM JACKSON.
 FE0655'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0655'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0655'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0655'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 20,
 FE0655'THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 2.95
 FE0655'MILES EAST ALONG HARTMAS LANE, THENCE 2.1 MILES NORTH ALONG LAW
 FE0655'ROAD, THENCE 1 MILE EAST ON GURLEY CREEK ROAD, 108 FT. SOUTHEAST
 FE0655'OF A POWER LINE POLE SET AT THE ENTRANCE TO A PRIVATE DRIVE, 21
 FE0655'FT. SOUTH OF THE CENTER OF GURLEY CREEK ROAD, 19 FT. WEST OF
 FE0655'A FIELD ROAD, 1 FT. NORTH OF A FENCE, 2 FT. SOUTH OF A WITNESS
 FE0655'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, ABOUT
 FE0655'LEVEL WITH THE ROAD.
 FE0655
 FE0655                          STATION RECOVERY (2002)
 FE0655
 FE0655'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1209 ***********************************************************************
 FZ1209  DESIGNATION -  G 217
 FZ1209  PID         -  FZ1209
 FZ1209  STATE/COUNTY-  TN/SULLIVAN
 FZ1209  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1209
 FZ1209                         *CURRENT SURVEY CONTROL
 FZ1209  ___________________________________________________________________
 FZ1209* NAD 83(1986)-  36 36 55.     (N)    081 54 38.     (W)     SCALED    
 FZ1209* NAVD 88     -       611.926  (meters)    2007.63   (feet)  ADJUSTED  
 FZ1209  ___________________________________________________________________
 FZ1209  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ1209  DYNAMIC HT  -         611.350 (meters)    2005.74  (feet)  COMP
 FZ1209  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 FZ1209
 FZ1209  VERT ORDER  -  SECOND    CLASS 0
 FZ1209
 FZ1209.The horizontal coordinates were scaled from a topographic map and have
 FZ1209.an estimated accuracy of +/- 6 seconds.
 FZ1209
 FZ1209.The orthometric height was determined by differential leveling
 FZ1209.and adjusted by the National Geodetic Survey in June 1991..
 FZ1209
 FZ1209.The geoid height was determined by GEOID03.
 FZ1209
 FZ1209.The dynamic height is computed by dividing the NAVD 88
 FZ1209.geopotential number by the normal gravity value computed on the
 FZ1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1209.degrees latitude (g = 980.6199 gals.).
 FZ1209
 FZ1209.The modeled gravity was interpolated from observed gravity values.
 FZ1209
 FZ1209;                    North         East    Units  Estimated Accuracy
 FZ1209;SPC TN       -   260,830.      965,740.      MT  (+/- 180 meters Scaled)
 FZ1209
 FZ1209                          SUPERSEDED SURVEY CONTROL
 FZ1209
 FZ1209  NGVD 29 (??/??/92)  612.022  (m)         2007.94   (f) ADJ UNCH    2 0
 FZ1209
 FZ1209.Superseded values are not recommended for survey control.
 FZ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1209.See file dsdata.txt to determine how the superseded data were derived.
 FZ1209
 FZ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA185525(NAD 83)
 FZ1209_MARKER: DB = BENCH MARK DISK
 FZ1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1209_STAMPING: G 217 1935
 FZ1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1209+STABILITY: SURFACE MOTION
 FZ1209
 FZ1209  HISTORY     - Date     Condition        Report By
 FZ1209  HISTORY     - 1935     MONUMENTED       CGS
 FZ1209
 FZ1209                          STATION DESCRIPTION
 FZ1209
 FZ1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1209'3.2 MI S FROM ALVARADO.
 FZ1209'IN SULLIVAN COUNTY, TENNESSEE, 3.2 MILES SOUTH ALONG STATE
 FZ1209'SECONDARY HIGHWAYS 711 AND 674 FROM THE POST OFFICE AT ALVARADO,
 FZ1209'WASHINGTON COUNTY, VIRGINIA, 1 MILE NORTHEAST OF OFFSET SCHOOL,
 FZ1209'300 FEET SOUTHWEST OF THE TENNESSEE-VIRGINIA STATE LINE, 250
 FZ1209'FEET NORTHEAST OF A ONE-STORY FARMHOUSE, AT THE JUNCTION OF
 FZ1209'A DIRT ROAD LEADING SOUTHEAST, 16 YARDS SOUTHEAST OF THE CENTERLINE
 FZ1209'OF THE HIGHWAY, 15 YARDS NORTHEAST OF THE CENTERLINE OF THE DIRT
 FZ1209'ROAD, 90 FEET EAST OF AN 8-INCH LOCUST TREE, 36.6 FEET WEST OF
 FZ1209'THE NORTHWEST CORNER OF A SMALL ONE-STORY FARMHOUSE, 6 FEET
 FZ1209'NORTH OF A 6-INCH SYCAMORE TREE, IN THE FRONT YARD OF THE
 FZ1209'FARMHOUSE, AND 1 FOOT HIGHER THAN HIGHWAY.  A STANDARD DISK,
 FZ1209'STAMPED G 217 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1147 ***********************************************************************
 FD1147  DESIGNATION -  G 218
 FD1147  PID         -  FD1147
 FD1147  STATE/COUNTY-  TN/HICKMAN
 FD1147  USGS QUAD   -  COBLE (1968)
 FD1147
 FD1147                         *CURRENT SURVEY CONTROL
 FD1147  ___________________________________________________________________
 FD1147* NAD 83(1986)-  35 52 10.     (N)    087 42 15.     (W)     SCALED    
 FD1147* NAVD 88     -       125.191  (meters)     410.73   (feet)  ADJUSTED  
 FD1147  ___________________________________________________________________
 FD1147  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1147  DYNAMIC HT  -         125.083 (meters)     410.38  (feet)  COMP
 FD1147  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 FD1147
 FD1147  VERT ORDER  -  SECOND    CLASS 0
 FD1147
 FD1147.The horizontal coordinates were scaled from a topographic map and have
 FD1147.an estimated accuracy of +/- 6 seconds.
 FD1147
 FD1147.The orthometric height was determined by differential leveling
 FD1147.and adjusted by the National Geodetic Survey in June 1991..
 FD1147
 FD1147.The geoid height was determined by GEOID03.
 FD1147
 FD1147.The dynamic height is computed by dividing the NAVD 88
 FD1147.geopotential number by the normal gravity value computed on the
 FD1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1147.degrees latitude (g = 980.6199 gals.).
 FD1147
 FD1147.The modeled gravity was interpolated from observed gravity values.
 FD1147
 FD1147;                    North         East    Units  Estimated Accuracy
 FD1147;SPC TN       -   171,770.      446,110.      MT  (+/- 180 meters Scaled)
 FD1147
 FD1147                          SUPERSEDED SURVEY CONTROL
 FD1147
 FD1147  NGVD 29 (??/??/92)  125.221  (m)          410.83   (f) ADJ UNCH    2 0
 FD1147
 FD1147.Superseded values are not recommended for survey control.
 FD1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1147.See file dsdata.txt to determine how the superseded data were derived.
 FD1147
 FD1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE364696(NAD 83)
 FD1147_MARKER: DB = BENCH MARK DISK
 FD1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1147_STAMPING: G 218 1959
 FD1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1147+STABILITY: SURFACE MOTION
 FD1147
 FD1147  HISTORY     - Date     Condition        Report By
 FD1147  HISTORY     - 1959     MONUMENTED       CGS
 FD1147
 FD1147                          STATION DESCRIPTION
 FD1147
 FD1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1147'0.9 MI W FROM ONLY.
 FD1147'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1147'6173, GO WEST ON A GRAVELED ROAD FOR 0.9 MILE, 116 FT. NORTH AND
 FD1147'ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A HOUSE, 35 FT.
 FD1147'NORTH OF THE CENTER OF A GRAVELED ROAD, 11 FT. SOUTH OF THE
 FD1147'SOUTH EDGE OF A CREEK BANK, 1.7 FT. NORTH OF A WITNESS SIGN, AND
 FD1147'ABOUT 0.05 MILE EAST OF A STEEL AND WOOD BRIDGE OVER THE DUCK
 FD1147'RIVER, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 FD1147'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1445 ***********************************************************************
 GC1445  DESIGNATION -  G 219
 GC1445  PID         -  GC1445
 GC1445  STATE/COUNTY-  TN/DICKSON
 GC1445  USGS QUAD   -  BURNS (1986)
 GC1445
 GC1445                         *CURRENT SURVEY CONTROL
 GC1445  ___________________________________________________________________
 GC1445* NAD 83(1986)-  36 00 56.     (N)    087 21 05.     (W)     SCALED    
 GC1445* NAVD 88     -       252.137  (meters)     827.22   (feet)  ADJUSTED  
 GC1445  ___________________________________________________________________
 GC1445  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1445  DYNAMIC HT  -         251.916 (meters)     826.49  (feet)  COMP
 GC1445  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 GC1445
 GC1445  VERT ORDER  -  SECOND    CLASS 0
 GC1445
 GC1445.The horizontal coordinates were scaled from a topographic map and have
 GC1445.an estimated accuracy of +/- 6 seconds.
 GC1445
 GC1445.The orthometric height was determined by differential leveling
 GC1445.and adjusted by the National Geodetic Survey in June 1991..
 GC1445
 GC1445.The geoid height was determined by GEOID03.
 GC1445
 GC1445.The dynamic height is computed by dividing the NAVD 88
 GC1445.geopotential number by the normal gravity value computed on the
 GC1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1445.degrees latitude (g = 980.6199 gals.).
 GC1445
 GC1445.The modeled gravity was interpolated from observed gravity values.
 GC1445
 GC1445;                    North         East    Units  Estimated Accuracy
 GC1445;SPC TN       -   187,480.      478,190.      MT  (+/- 180 meters Scaled)
 GC1445
 GC1445                          SUPERSEDED SURVEY CONTROL
 GC1445
 GC1445  NGVD 29 (??/??/92)  252.126  (m)          827.18   (f) ADJ UNCH    2 0
 GC1445
 GC1445.Superseded values are not recommended for survey control.
 GC1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1445.See file dsdata.txt to determine how the superseded data were derived.
 GC1445
 GC1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE683857(NAD 83)
 GC1445_MARKER: DB = BENCH MARK DISK
 GC1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1445_STAMPING: G 219 1959
 GC1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1445+STABILITY: SURFACE MOTION
 GC1445
 GC1445  HISTORY     - Date     Condition        Report By
 GC1445  HISTORY     - 1959     MONUMENTED       CGS
 GC1445
 GC1445                          STATION DESCRIPTION
 GC1445
 GC1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1445'1 MI W FROM TIDWELL.
 GC1445'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1445'TIDWELL, (A SMALL SETTLEMENT LOCATED ABOUT 3.8 MILES SOUTH OF
 GC1445'COLESBURG ON STATE HIGHWAY 46), GO WEST ON THE GRAVELED ROAD FOR
 GC1445'1.0 MILE, THE MARK IS ABOUT 0.1 MILE WEST OF A SMALL FRAME
 GC1445'HOUSE, 26 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 1.6 FT.
 GC1445'WEST OF A FENCE, AND 1.8 FT. NORTH OF A WITNESS SIGN, A DISK SET
 GC1445'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 6 FT.
 GC1445'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0722 ***********************************************************************
 FD0722  DESIGNATION -  G 22
 FD0722  PID         -  FD0722
 FD0722  STATE/COUNTY-  TN/HICKMAN
 FD0722  USGS QUAD   -  LYLES (1992)
 FD0722
 FD0722                         *CURRENT SURVEY CONTROL
 FD0722  ___________________________________________________________________
 FD0722* NAD 83(1986)-  35 54 56.     (N)    087 21 31.     (W)     SCALED    
 FD0722* NAVD 88     -       264.406  (meters)     867.47   (feet)  ADJUSTED  
 FD0722  ___________________________________________________________________
 FD0722  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD0722  DYNAMIC HT  -         264.173 (meters)     866.71  (feet)  COMP
 FD0722  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 FD0722
 FD0722  VERT ORDER  -  SECOND    CLASS 0
 FD0722
 FD0722.The horizontal coordinates were scaled from a topographic map and have
 FD0722.an estimated accuracy of +/- 6 seconds.
 FD0722
 FD0722.The orthometric height was determined by differential leveling
 FD0722.and adjusted by the National Geodetic Survey in June 1991..
 FD0722
 FD0722.The geoid height was determined by GEOID03.
 FD0722
 FD0722.The dynamic height is computed by dividing the NAVD 88
 FD0722.geopotential number by the normal gravity value computed on the
 FD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0722.degrees latitude (g = 980.6199 gals.).
 FD0722
 FD0722.The modeled gravity was interpolated from observed gravity values.
 FD0722
 FD0722;                    North         East    Units  Estimated Accuracy
 FD0722;SPC TN       -   176,400.      477,380.      MT  (+/- 180 meters Scaled)
 FD0722
 FD0722                          SUPERSEDED SURVEY CONTROL
 FD0722
 FD0722  NGVD 29 (??/??/92)  264.390  (m)          867.42   (f) ADJ UNCH    2 0
 FD0722
 FD0722.Superseded values are not recommended for survey control.
 FD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0722.See file dsdata.txt to determine how the superseded data were derived.
 FD0722
 FD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE676746(NAD 83)
 FD0722_MARKER: DB = BENCH MARK DISK
 FD0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0722_STAMPING: G 22 1934
 FD0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0722+STABILITY: SURFACE MOTION
 FD0722
 FD0722  HISTORY     - Date     Condition        Report By
 FD0722  HISTORY     - 1934     MONUMENTED       CGS
 FD0722
 FD0722                          STATION DESCRIPTION
 FD0722
 FD0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0722'0.9 MI S FROM LYLE.
 FD0722'0.9 MILE SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0722'RAILWAY FROM LYLE, HICKMAN COUNTY, 11 POLES SOUTH OF MILEPOST
 FD0722'15, ONE RAIL NORTH OF A WHISTLE POST, 50 FEET EAST OF A GRADED
 FD0722'ROAD, AND 18 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 FD0722'STANDARD DISK, STAMPED G 22 1934 AND SET IN THE TOP OF A CONCRETE
 FD0722'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0574 ***********************************************************************
 GC0574  DESIGNATION -  G 220
 GC0574  PID         -  GC0574
 GC0574  STATE/COUNTY-  TN/DAVIDSON
 GC0574  USGS QUAD   -  BELLEVUE (1983)
 GC0574
 GC0574                         *CURRENT SURVEY CONTROL
 GC0574  ___________________________________________________________________
 GC0574* NAD 83(1986)-  36 07 17.     (N)    086 54 58.     (W)     SCALED    
 GC0574* NAVD 88     -       169.075  (meters)     554.71   (feet)  ADJUSTED  
 GC0574  ___________________________________________________________________
 GC0574  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0574  DYNAMIC HT  -         168.929 (meters)     554.23  (feet)  COMP
 GC0574  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 GC0574
 GC0574  VERT ORDER  -  SECOND    CLASS 0
 GC0574
 GC0574.The horizontal coordinates were scaled from a topographic map and have
 GC0574.an estimated accuracy of +/- 6 seconds.
 GC0574
 GC0574.The orthometric height was determined by differential leveling
 GC0574.and adjusted by the National Geodetic Survey in June 1991..
 GC0574
 GC0574.The geoid height was determined by GEOID03.
 GC0574
 GC0574.The dynamic height is computed by dividing the NAVD 88
 GC0574.geopotential number by the normal gravity value computed on the
 GC0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0574.degrees latitude (g = 980.6199 gals.).
 GC0574
 GC0574.The modeled gravity was interpolated from observed gravity values.
 GC0574
 GC0574;                    North         East    Units  Estimated Accuracy
 GC0574;SPC TN       -   198,770.      517,530.      MT  (+/- 180 meters Scaled)
 GC0574
 GC0574                          SUPERSEDED SURVEY CONTROL
 GC0574
 GC0574  NGVD 29 (??/??/92)  169.096  (m)          554.78   (f) ADJ UNCH    2 0
 GC0574
 GC0574.Superseded values are not recommended for survey control.
 GC0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0574.See file dsdata.txt to determine how the superseded data were derived.
 GC0574
 GC0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE075974(NAD 83)
 GC0574_MARKER: DB = BENCH MARK DISK
 GC0574_SETTING: 66 = SET IN ROCK OUTCROP
 GC0574_SP_SET: ROCK OUTCROP
 GC0574_STAMPING: G 220 1959
 GC0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0574+STABILITY: POSITION/ELEVATION WELL
 GC0574
 GC0574  HISTORY     - Date     Condition        Report By
 GC0574  HISTORY     - 1959     MONUMENTED       CGS
 GC0574
 GC0574                          STATION DESCRIPTION
 GC0574
 GC0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0574'4.8 MI SW FROM NASHVILLE.
 GC0574'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0574'NASHVILLE, GO 4.85 MILES SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0574'HIGHWAY 70 N), 51 FT. NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 GC0574'70 N, 25 FT. NORTHEAST OF THE CENTER OF A GATE AND TRACK ROAD,
 GC0574'12 FT. NORTH OF A FENCE, A DISK DRILLED IN THE TOP OF A LARGE
 GC0574'ROCK OUTCROP AND ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0533 ***********************************************************************
 GC0533  DESIGNATION -  G 221
 GC0533  PID         -  GC0533
 GC0533  STATE/COUNTY-  TN/ROBERTSON
 GC0533  USGS QUAD   -  WHITE HOUSE (1981)
 GC0533
 GC0533                         *CURRENT SURVEY CONTROL
 GC0533  ___________________________________________________________________
 GC0533* NAD 83(1986)-  36 26 00.     (N)    086 41 10.     (W)     SCALED    
 GC0533* NAVD 88     -       268.039  (meters)     879.39   (feet)  ADJUSTED  
 GC0533  ___________________________________________________________________
 GC0533  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC0533  DYNAMIC HT  -         267.811 (meters)     878.64  (feet)  COMP
 GC0533  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 GC0533
 GC0533  VERT ORDER  -  SECOND    CLASS 0
 GC0533
 GC0533.The horizontal coordinates were scaled from a topographic map and have
 GC0533.an estimated accuracy of +/- 6 seconds.
 GC0533
 GC0533.The orthometric height was determined by differential leveling
 GC0533.and adjusted by the National Geodetic Survey in June 1991..
 GC0533
 GC0533.The geoid height was determined by GEOID03.
 GC0533
 GC0533.The dynamic height is computed by dividing the NAVD 88
 GC0533.geopotential number by the normal gravity value computed on the
 GC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0533.degrees latitude (g = 980.6199 gals.).
 GC0533
 GC0533.The modeled gravity was interpolated from observed gravity values.
 GC0533
 GC0533;                    North         East    Units  Estimated Accuracy
 GC0533;SPC TN       -   233,210.      538,480.      MT  (+/- 180 meters Scaled)
 GC0533
 GC0533                          SUPERSEDED SURVEY CONTROL
 GC0533
 GC0533  NGVD 29 (??/??/92)  268.097  (m)          879.58   (f) ADJ UNCH    2 0
 GC0533
 GC0533.Superseded values are not recommended for survey control.
 GC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0533.See file dsdata.txt to determine how the superseded data were derived.
 GC0533
 GC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF281320(NAD 83)
 GC0533_MARKER: DB = BENCH MARK DISK
 GC0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0533_SP_SET: CULVERT
 GC0533_STAMPING: G 221 1959
 GC0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0533
 GC0533  HISTORY     - Date     Condition        Report By
 GC0533  HISTORY     - 1959     MONUMENTED       CGS
 GC0533  HISTORY     - 1960     GOOD             NGS
 GC0533
 GC0533                          STATION DESCRIPTION
 GC0533
 GC0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0533'4.8 MI SW FROM WHITE HOUSE.
 GC0533'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0533'31 W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0533'THENCE 2.5 MILES SOUTH ON A GRAVELED ROAD, THENCE 0.05 MILES
 GC0533'SOUTH ON U.S. HIGHWAY 31 W, THE MARK IS SET IN THE TOP OF THE
 GC0533'WEST WINGWALL OF A CONCRETE CULVERT ABOUT 0.05 MILES SOUTH OF THE
 GC0533'S.Q.S. CAFE, 30 FT. WEST OF THE CENTER OF U.S. HIGHWAY 31 W,
 GC0533'A DISK DRILLED IN THE TOP OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0631 ***********************************************************************
 GC0631  DESIGNATION -  G 222
 GC0631  PID         -  GC0631
 GC0631  STATE/COUNTY-  TN/DAVIDSON
 GC0631  USGS QUAD   -  OAK HILL (1968)
 GC0631
 GC0631                         *CURRENT SURVEY CONTROL
 GC0631  ___________________________________________________________________
 GC0631* NAD 83(1986)-  36 07 24.     (N)    086 45 35.     (W)     SCALED    
 GC0631* NAVD 88     -       174.066  (meters)     571.08   (feet)  ADJUSTED  
 GC0631  ___________________________________________________________________
 GC0631  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0631  DYNAMIC HT  -         173.917 (meters)     570.59  (feet)  COMP
 GC0631  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 GC0631
 GC0631  VERT ORDER  -  SECOND    CLASS 0
 GC0631
 GC0631.The horizontal coordinates were scaled from a topographic map and have
 GC0631.an estimated accuracy of +/- 6 seconds.
 GC0631
 GC0631.The orthometric height was determined by differential leveling
 GC0631.and adjusted by the National Geodetic Survey in June 1991..
 GC0631
 GC0631.The geoid height was determined by GEOID03.
 GC0631
 GC0631.The dynamic height is computed by dividing the NAVD 88
 GC0631.geopotential number by the normal gravity value computed on the
 GC0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0631.degrees latitude (g = 980.6199 gals.).
 GC0631
 GC0631.The modeled gravity was interpolated from observed gravity values.
 GC0631
 GC0631;                    North         East    Units  Estimated Accuracy
 GC0631;SPC TN       -   198,870.      531,610.      MT  (+/- 180 meters Scaled)
 GC0631
 GC0631                          SUPERSEDED SURVEY CONTROL
 GC0631
 GC0631  NGVD 29 (??/??/92)  174.086  (m)          571.15   (f) ADJ UNCH    2 0
 GC0631
 GC0631.Superseded values are not recommended for survey control.
 GC0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0631.See file dsdata.txt to determine how the superseded data were derived.
 GC0631
 GC0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE216976(NAD 83)
 GC0631_MARKER: DB = BENCH MARK DISK
 GC0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0631_STAMPING: G 222 1959
 GC0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0631+STABILITY: SURFACE MOTION
 GC0631
 GC0631  HISTORY     - Date     Condition        Report By
 GC0631  HISTORY     - 1959     MONUMENTED       CGS
 GC0631  HISTORY     - 1960     GOOD             NGS
 GC0631
 GC0631                          STATION DESCRIPTION
 GC0631
 GC0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0631'AT NASHVILLE.
 GC0631'THIS BENCH MARK IS ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF
 GC0631'ROSEDALE AVE. AND HURWOOD DRIVE, 45 FT. WEST-SOUTHWEST OF A BRICK
 GC0631'HOUSE (NO. 2210), 127 FT. NORTH OF THE CENTER OF FAIRLANE DRIVE,
 GC0631'28 FT. EAST OF THE CENTER OF HURWOOD DRIVE, 2 FT. EAST OF A POWER
 GC0631'LINE POLE, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0631'SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0676 ***********************************************************************
 GC0676  DESIGNATION -  G 223
 GC0676  PID         -  GC0676
 GC0676  STATE/COUNTY-  TN/DAVIDSON
 GC0676  USGS QUAD   -  OAK HILL (1968)
 GC0676
 GC0676                         *CURRENT SURVEY CONTROL
 GC0676  ___________________________________________________________________
 GC0676* NAD 83(1986)-  36 02 39.     (N)    086 46 44.     (W)     SCALED    
 GC0676* NAVD 88     -       203.288  (meters)     666.95   (feet)  ADJUSTED  
 GC0676  ___________________________________________________________________
 GC0676  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC0676  DYNAMIC HT  -         203.111 (meters)     666.37  (feet)  COMP
 GC0676  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GC0676
 GC0676  VERT ORDER  -  SECOND    CLASS 0
 GC0676
 GC0676.The horizontal coordinates were scaled from a topographic map and have
 GC0676.an estimated accuracy of +/- 6 seconds.
 GC0676
 GC0676.The orthometric height was determined by differential leveling
 GC0676.and adjusted by the National Geodetic Survey in June 1991..
 GC0676
 GC0676.The geoid height was determined by GEOID03.
 GC0676
 GC0676.The dynamic height is computed by dividing the NAVD 88
 GC0676.geopotential number by the normal gravity value computed on the
 GC0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0676.degrees latitude (g = 980.6199 gals.).
 GC0676
 GC0676.The modeled gravity was interpolated from observed gravity values.
 GC0676
 GC0676;                    North         East    Units  Estimated Accuracy
 GC0676;SPC TN       -   190,100.      529,820.      MT  (+/- 180 meters Scaled)
 GC0676
 GC0676                          SUPERSEDED SURVEY CONTROL
 GC0676
 GC0676  NGVD 29 (??/??/92)  203.297  (m)          666.98   (f) ADJ UNCH    2 0
 GC0676
 GC0676.Superseded values are not recommended for survey control.
 GC0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0676.See file dsdata.txt to determine how the superseded data were derived.
 GC0676
 GC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE199888(NAD 83)
 GC0676_MARKER: DB = BENCH MARK DISK
 GC0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0676_STAMPING: G 223 1960
 GC0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0676+STABILITY: SURFACE MOTION
 GC0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0676+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 GC0676
 GC0676  HISTORY     - Date     Condition        Report By
 GC0676  HISTORY     - 1960     MONUMENTED       CGS
 GC0676  HISTORY     - 20041206 GOOD             TVA
 GC0676
 GC0676                          STATION DESCRIPTION
 GC0676
 GC0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0676'0.8 MI N FROM BRENTWOOD.
 GC0676'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0676'HIGHWAY 31, THEN 0.65 MILE NORTH ON WILSON PIKE ROAD.  THE
 GC0676'BENCH MARK IS 19 FT. SOUTHEAST OF THE CENTER OF WILSON PIKE
 GC0676'ROAD, 15 FT. SOUTHWEST OF THE CENTER OF A PRIVATE DRIVE, 5 FT.
 GC0676'SOUTHEAST OF TELEPHONE POLE NO. 372-12, AND 2.6 FT. SOUTHEAST OF A
 GC0676'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GC0676'1 INCH AND ABOUT LEVEL WITH THE ROAD.
 GC0676
 GC0676                          STATION RECOVERY (2004)
 GC0676
 GC0676'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GC0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0584 ***********************************************************************
 FD0584  DESIGNATION -  G 224
 FD0584  PID         -  FD0584
 FD0584  STATE/COUNTY-  TN/MAURY
 FD0584  USGS QUAD   -  GLENDALE (1981)
 FD0584
 FD0584                         *CURRENT SURVEY CONTROL
 FD0584  ___________________________________________________________________
 FD0584* NAD 83(1986)-  35 36 20.     (N)    086 54 04.     (W)     SCALED    
 FD0584* NAVD 88     -       191.944  (meters)     629.74   (feet)  ADJUSTED  
 FD0584  ___________________________________________________________________
 FD0584  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FD0584  DYNAMIC HT  -         191.775 (meters)     629.18  (feet)  COMP
 FD0584  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 FD0584
 FD0584  VERT ORDER  -  SECOND    CLASS 0
 FD0584
 FD0584.The horizontal coordinates were scaled from a topographic map and have
 FD0584.an estimated accuracy of +/- 6 seconds.
 FD0584
 FD0584.The orthometric height was determined by differential leveling
 FD0584.and adjusted by the National Geodetic Survey in June 1991..
 FD0584
 FD0584.The geoid height was determined by GEOID03.
 FD0584
 FD0584.The dynamic height is computed by dividing the NAVD 88
 FD0584.geopotential number by the normal gravity value computed on the
 FD0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0584.degrees latitude (g = 980.6199 gals.).
 FD0584
 FD0584.The modeled gravity was interpolated from observed gravity values.
 FD0584
 FD0584;                    North         East    Units  Estimated Accuracy
 FD0584;SPC TN       -   141,530.      518,360.      MT  (+/- 180 meters Scaled)
 FD0584
 FD0584                          SUPERSEDED SURVEY CONTROL
 FD0584
 FD0584  NGVD 29 (??/??/92)  191.924  (m)          629.67   (f) ADJ UNCH    2 0
 FD0584
 FD0584.Superseded values are not recommended for survey control.
 FD0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0584.See file dsdata.txt to determine how the superseded data were derived.
 FD0584
 FD0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE089402(NAD 83)
 FD0584_MARKER: DB = BENCH MARK DISK
 FD0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0584_STAMPING: G 224 1960
 FD0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0584+STABILITY: SURFACE MOTION
 FD0584
 FD0584  HISTORY     - Date     Condition        Report By
 FD0584  HISTORY     - 1960     MONUMENTED       CGS
 FD0584
 FD0584                          STATION DESCRIPTION
 FD0584
 FD0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0584'6.7 MI N FROM BRYANT.
 FD0584'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0584'50 FOR 0.7 MILE, THEN 6.0 MILES NORTH ON INTERSTATE HIGHWAY 65 TO
 FD0584'A SMALL CREEK.  THE BENCH MARK IS ABOUT 0.05 MILE NORTH OF THE
 FD0584'CREEK, ABOUT 225 FT. NORTHEAST OF THE CENTER OF INTERSTATE HIGHWAY
 FD0584'65, 100 FT. EAST OF THE CENTER OF A TRACK ROAD, 1 FT. NORTHWEST
 FD0584'OF A FENCE AND 1.5 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS
 FD0584'SET IN TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0424 ***********************************************************************
 FD0424  DESIGNATION -  G 225
 FD0424  PID         -  FD0424
 FD0424  STATE/COUNTY-  TN/GILES
 FD0424  USGS QUAD   -  TARPLEY (1982)
 FD0424
 FD0424                         *CURRENT SURVEY CONTROL
 FD0424  ___________________________________________________________________
 FD0424* NAD 83(1986)-  35 10 28.     (N)    086 52 39.     (W)     SCALED    
 FD0424* NAVD 88     -       238.466  (meters)     782.37   (feet)  ADJUSTED  
 FD0424  ___________________________________________________________________
 FD0424  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0424  DYNAMIC HT  -         238.244 (meters)     781.64  (feet)  COMP
 FD0424  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FD0424
 FD0424  VERT ORDER  -  SECOND    CLASS 0
 FD0424
 FD0424.The horizontal coordinates were scaled from a topographic map and have
 FD0424.an estimated accuracy of +/- 6 seconds.
 FD0424
 FD0424.The orthometric height was determined by differential leveling
 FD0424.and adjusted by the National Geodetic Survey in June 1991..
 FD0424
 FD0424.The geoid height was determined by GEOID03.
 FD0424
 FD0424.The dynamic height is computed by dividing the NAVD 88
 FD0424.geopotential number by the normal gravity value computed on the
 FD0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0424.degrees latitude (g = 980.6199 gals.).
 FD0424
 FD0424.The modeled gravity was interpolated from observed gravity values.
 FD0424
 FD0424;                    North         East    Units  Estimated Accuracy
 FD0424;SPC TN       -    93,680.      520,070.      MT  (+/- 180 meters Scaled)
 FD0424
 FD0424                          SUPERSEDED SURVEY CONTROL
 FD0424
 FD0424  NGVD 29 (??/??/92)  238.440  (m)          782.28   (f) ADJ UNCH    2 0
 FD0424
 FD0424.Superseded values are not recommended for survey control.
 FD0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0424.See file dsdata.txt to determine how the superseded data were derived.
 FD0424
 FD0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111923(NAD 83)
 FD0424_MARKER: DB = BENCH MARK DISK
 FD0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0424_STAMPING: G 225 1960
 FD0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0424+STABILITY: SURFACE MOTION
 FD0424
 FD0424  HISTORY     - Date     Condition        Report By
 FD0424  HISTORY     - 1960     MONUMENTED       CGS
 FD0424
 FD0424                          STATION DESCRIPTION
 FD0424
 FD0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0424'2.5 MI N FROM BUNKER HILL.
 FD0424'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0424'FOR 2.5 MILES TO THE T JUNCTION OF A GRAVELED ROAD.  THE BENCH
 FD0424'MARK IS ABOUT 200 FT. NORTHEAST OF THE CENTER OF THE PROPOSED
 FD0424'INTERSTATE HIGHWAY, 130 FT. NORTHEAST OF THE CENTER OF THE T
 FD0424'JUNCTION OF THE PAVED ROAD AND A GRAVELED ROAD, 77 FT. NORTHWEST
 FD0424'OF A FENCELINE RUNNING BEHIND A HOUSE, 13 FT. NORTHWEST OF THE
 FD0424'CENTER OF THE GRAVELED ROAD, AND 2.1 FT. NORTHWEST OF A WITNESS
 FD0424'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 FD0424'INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0425 ***********************************************************************
 FD0425  DESIGNATION -  G 225 RESET
 FD0425  PID         -  FD0425
 FD0425  STATE/COUNTY-  TN/GILES
 FD0425  USGS QUAD   -  TARPLEY (1982)
 FD0425
 FD0425                         *CURRENT SURVEY CONTROL
 FD0425  ___________________________________________________________________
 FD0425* NAD 83(1986)-  35 10 28.     (N)    086 52 39.     (W)     SCALED    
 FD0425* NAVD 88     -       240.21   (+/-2cm)     788.1    (feet)  VERTCON   
 FD0425  ___________________________________________________________________
 FD0425  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0425
 FD0425  VERT ORDER  -  THIRD (See Below)
 FD0425
 FD0425.The horizontal coordinates were scaled from a topographic map and have
 FD0425.an estimated accuracy of +/- 6 seconds.
 FD0425
 FD0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD0425.The vertical order pertains to the NGVD 29 superseded value.
 FD0425
 FD0425.The geoid height was determined by GEOID03.
 FD0425
 FD0425;                    North         East    Units  Estimated Accuracy
 FD0425;SPC TN       -    93,680.      520,070.      MT  (+/- 180 meters Scaled)
 FD0425
 FD0425                          SUPERSEDED SURVEY CONTROL
 FD0425
 FD0425  NGVD 29 (??/??/??)  240.18   (m)          788.0    (f) RESET       3  
 FD0425
 FD0425.Superseded values are not recommended for survey control.
 FD0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0425.See file dsdata.txt to determine how the superseded data were derived.
 FD0425
 FD0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111923(NAD 83)
 FD0425_MARKER: DD = SURVEY DISK
 FD0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0425_STAMPING: G 225 1960 RESET 1963
 FD0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0425+STABILITY: SURFACE MOTION
 FD0425
 FD0425  HISTORY     - Date     Condition        Report By
 FD0425  HISTORY     - 1963     MONUMENTED       TNHD
 FD0425
 FD0425                          STATION DESCRIPTION
 FD0425
 FD0425'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0425'2.6 MI N FROM BUNKER HILL.
 FD0425'TO REACH THE MARK FROM THE T JUNCTION IN BUNKER HILL, GO NORTH
 FD0425'ON A PAVED ROAD FOR 2.65 MILES TO THE MARK ON THE LEFT, 28 FEET
 FD0425'WEST OF THE APPROXIMATE CENTER OF A PAVED ROAD, 27 FEET
 FD0425'NORTHWEST OF A POWER POLE, 3 FEET EAST OF A 6-INCH TREE, 2.0
 FD0425'FEET EAST OF A WITNESS SIGN, AND SET IN THE TOP OF A 10-INCH
 FD0425'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0721 ***********************************************************************
 GC0721  DESIGNATION -  G 226
 GC0721  PID         -  GC0721
 GC0721  STATE/COUNTY-  TN/WILSON
 GC0721  USGS QUAD   -  HERMITAGE (1983)
 GC0721
 GC0721                         *CURRENT SURVEY CONTROL
 GC0721  ___________________________________________________________________
 GC0721* NAD 83(1986)-  36 11 40.     (N)    086 30 23.     (W)     SCALED    
 GC0721* NAVD 88     -       176.179  (meters)     578.01   (feet)  ADJUSTED  
 GC0721  ___________________________________________________________________
 GC0721  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0721  DYNAMIC HT  -         176.031 (meters)     577.53  (feet)  COMP
 GC0721  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 GC0721
 GC0721  VERT ORDER  -  SECOND    CLASS 0
 GC0721
 GC0721.The horizontal coordinates were scaled from a topographic map and have
 GC0721.an estimated accuracy of +/- 6 seconds.
 GC0721
 GC0721.The orthometric height was determined by differential leveling
 GC0721.and adjusted by the National Geodetic Survey in June 1991..
 GC0721
 GC0721.The geoid height was determined by GEOID03.
 GC0721
 GC0721.The dynamic height is computed by dividing the NAVD 88
 GC0721.geopotential number by the normal gravity value computed on the
 GC0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0721.degrees latitude (g = 980.6199 gals.).
 GC0721
 GC0721.The modeled gravity was interpolated from observed gravity values.
 GC0721
 GC0721;                    North         East    Units  Estimated Accuracy
 GC0721;SPC TN       -   206,610.      554,460.      MT  (+/- 180 meters Scaled)
 GC0721
 GC0721                          SUPERSEDED SURVEY CONTROL
 GC0721
 GC0721  NGVD 29 (??/??/92)  176.228  (m)          578.17   (f) ADJ UNCH    2 0
 GC0721
 GC0721.Superseded values are not recommended for survey control.
 GC0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0721.See file dsdata.txt to determine how the superseded data were derived.
 GC0721
 GC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF443056(NAD 83)
 GC0721_MARKER: DB = BENCH MARK DISK
 GC0721_SETTING: 66 = SET IN ROCK OUTCROP
 GC0721_SP_SET: BEDROCK
 GC0721_STAMPING: G 226 1960
 GC0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0721+STABILITY: POSITION/ELEVATION WELL
 GC0721
 GC0721  HISTORY     - Date     Condition        Report By
 GC0721  HISTORY     - 1960     MONUMENTED       CGS
 GC0721
 GC0721                          STATION DESCRIPTION
 GC0721
 GC0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0721'0.8 MI E FROM MOUNT JULIET.
 GC0721'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0721'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0721'RAILWAY TO A ROAD CROSSING.  THE BENCH MARK IS 60 FT. EAST OF
 GC0721'POWER LINE OVERHEAD, 52 FT. EAST OF THE CENTER OF THE ROAD
 GC0721'CROSSING, 26 FT. SOUTHWEST OF A FENCE, 20 FT. NORTHEAST OF THE
 GC0721'NORTHEAST RAIL, AND ABOUT 2 FT. ABOVE THE LEVEL OF THE TRACK.
 GC0721'THE DISK IS CEMENTED IN A DRILL HOLE IN A LARGE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0289 ***********************************************************************
 GC0289  DESIGNATION -  G 227
 GC0289  PID         -  GC0289
 GC0289  STATE/COUNTY-  TN/SMITH
 GC0289  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0289
 GC0289                         *CURRENT SURVEY CONTROL
 GC0289  ___________________________________________________________________
 GC0289* NAD 83(1986)-  36 10 26.     (N)    086 04 24.     (W)     SCALED    
 GC0289* NAVD 88     -       197.765  (meters)     648.83   (feet)  ADJUSTED  
 GC0289  ___________________________________________________________________
 GC0289  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0289  DYNAMIC HT  -         197.597 (meters)     648.28  (feet)  COMP
 GC0289  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GC0289
 GC0289  VERT ORDER  -  SECOND    CLASS 0
 GC0289
 GC0289.The horizontal coordinates were scaled from a topographic map and have
 GC0289.an estimated accuracy of +/- 6 seconds.
 GC0289
 GC0289.The orthometric height was determined by differential leveling
 GC0289.and adjusted by the National Geodetic Survey in June 1991..
 GC0289
 GC0289.The geoid height was determined by GEOID03.
 GC0289
 GC0289.The dynamic height is computed by dividing the NAVD 88
 GC0289.geopotential number by the normal gravity value computed on the
 GC0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0289.degrees latitude (g = 980.6199 gals.).
 GC0289
 GC0289.The modeled gravity was interpolated from observed gravity values.
 GC0289
 GC0289;                    North         East    Units  Estimated Accuracy
 GC0289;SPC TN       -   204,210.      593,400.      MT  (+/- 180 meters Scaled)
 GC0289
 GC0289                          SUPERSEDED SURVEY CONTROL
 GC0289
 GC0289  NGVD 29 (??/??/92)  197.826  (m)          649.03   (f) ADJ UNCH    2 0
 GC0289
 GC0289.Superseded values are not recommended for survey control.
 GC0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0289.See file dsdata.txt to determine how the superseded data were derived.
 GC0289
 GC0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF833036(NAD 83)
 GC0289_MARKER: DB = BENCH MARK DISK
 GC0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0289_STAMPING: G 227 1960
 GC0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0289+STABILITY: SURFACE MOTION
 GC0289
 GC0289  HISTORY     - Date     Condition        Report By
 GC0289  HISTORY     - 1960     MONUMENTED       CGS
 GC0289
 GC0289                          STATION DESCRIPTION
 GC0289
 GC0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0289'4.1 MI W FROM NEW MIDDLETON.
 GC0289'FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST ON STATE HIGHWAY
 GC0289'141 FOR 3.4 MILES, THEN 0.7 MILE WEST ON A GRAVELED ROAD TO A
 GC0289'T JUNCTION.  THE BENCH MARK IS 34 FT. NORTH OF THE CENTER OF THE
 GC0289'T JUNCTION, 35 FT. WEST OF THE CENTER OF A WOODEN BRIDGE, 25 FT.
 GC0289'NORTHWEST OF THE CENTER OF A GRAVEL ROAD, AND 1.5 FT. NORTH
 GC0289'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0289'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1739 ***********************************************************************
 GB1739  DESIGNATION -  G 228
 GB1739  PID         -  GB1739
 GB1739  STATE/COUNTY-  TN/SMITH
 GB1739  USGS QUAD   -  GORDONSVILLE (1986)
 GB1739
 GB1739                         *CURRENT SURVEY CONTROL
 GB1739  ___________________________________________________________________
 GB1739* NAD 83(1986)-  36 09 56.     (N)    085 54 47.     (W)     SCALED    
 GB1739* NAVD 88     -       156.185  (meters)     512.42   (feet)  ADJUSTED  
 GB1739  ___________________________________________________________________
 GB1739  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1739  DYNAMIC HT  -         156.052 (meters)     511.98  (feet)  COMP
 GB1739  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 GB1739
 GB1739  VERT ORDER  -  SECOND    CLASS 0
 GB1739
 GB1739.The horizontal coordinates were scaled from a topographic map and have
 GB1739.an estimated accuracy of +/- 6 seconds.
 GB1739
 GB1739.The orthometric height was determined by differential leveling
 GB1739.and adjusted by the National Geodetic Survey in June 1991..
 GB1739
 GB1739.The geoid height was determined by GEOID03.
 GB1739
 GB1739.The dynamic height is computed by dividing the NAVD 88
 GB1739.geopotential number by the normal gravity value computed on the
 GB1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1739.degrees latitude (g = 980.6199 gals.).
 GB1739
 GB1739.The modeled gravity was interpolated from observed gravity values.
 GB1739
 GB1739;                    North         East    Units  Estimated Accuracy
 GB1739;SPC TN       -   203,290.      607,820.      MT  (+/- 180 meters Scaled)
 GB1739
 GB1739                          SUPERSEDED SURVEY CONTROL
 GB1739
 GB1739  NGVD 29 (??/??/92)  156.251  (m)          512.63   (f) ADJ UNCH    2 0
 GB1739
 GB1739.Superseded values are not recommended for survey control.
 GB1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1739.See file dsdata.txt to determine how the superseded data were derived.
 GB1739
 GB1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF977028(NAD 83)
 GB1739_MARKER: DB = BENCH MARK DISK
 GB1739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1739_SP_SET: FOUNDATION
 GB1739_STAMPING: G 228 1960
 GB1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1739
 GB1739  HISTORY     - Date     Condition        Report By
 GB1739  HISTORY     - 1960     MONUMENTED       CGS
 GB1739
 GB1739                          STATION DESCRIPTION
 GB1739
 GB1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1739'AT CARTHAGE JUNCTION.
 GB1739'THE BENCH MARK IS ABOUT 0.05 MILES SOUTH OF THE TENNESSEE CENTRAL
 GB1739'RAILWAY STATION AT CARTHAGE JUNCTION, 35 FT. SOUTH OF THE
 GB1739'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 7 FT. EAST OF THE
 GB1739'EAST RAIL.  THE DISK IS CEMENTED IN A DRILL HOLE IN A 6 BY 3
 GB1739'CONCRETE FOUNDATION AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE
 GB1739'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0136 ***********************************************************************
 FD0136  DESIGNATION -  G 229
 FD0136  PID         -  FD0136
 FD0136  STATE/COUNTY-  TN/COFFEE
 FD0136  USGS QUAD   -  NOAH (1976)
 FD0136
 FD0136                         *CURRENT SURVEY CONTROL
 FD0136  ___________________________________________________________________
 FD0136* NAD 83(1986)-  35 31 58.     (N)    086 09 42.     (W)     SCALED    
 FD0136* NAVD 88     -       345.770  (meters)    1134.41   (feet)  ADJUSTED  
 FD0136  ___________________________________________________________________
 FD0136  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0136  DYNAMIC HT  -         345.442 (meters)    1133.34  (feet)  COMP
 FD0136  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 FD0136
 FD0136  VERT ORDER  -  SECOND    CLASS 0
 FD0136
 FD0136.The horizontal coordinates were scaled from a topographic map and have
 FD0136.an estimated accuracy of +/- 6 seconds.
 FD0136
 FD0136.The orthometric height was determined by differential leveling
 FD0136.and adjusted by the National Geodetic Survey in June 1991..
 FD0136
 FD0136.The geoid height was determined by GEOID03.
 FD0136
 FD0136.The dynamic height is computed by dividing the NAVD 88
 FD0136.geopotential number by the normal gravity value computed on the
 FD0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0136.degrees latitude (g = 980.6199 gals.).
 FD0136
 FD0136.The modeled gravity was interpolated from observed gravity values.
 FD0136
 FD0136;                    North         East    Units  Estimated Accuracy
 FD0136;SPC TN       -   133,090.      585,340.      MT  (+/- 180 meters Scaled)
 FD0136
 FD0136                          SUPERSEDED SURVEY CONTROL
 FD0136
 FD0136  NGVD 29 (??/??/92)  345.762  (m)         1134.39   (f) ADJ UNCH    2 0
 FD0136
 FD0136.Superseded values are not recommended for survey control.
 FD0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0136.See file dsdata.txt to determine how the superseded data were derived.
 FD0136
 FD0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE760324(NAD 83)
 FD0136_MARKER: DB = BENCH MARK DISK
 FD0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0136_SP_SET: CULVERT
 FD0136_STAMPING: G 229 1960
 FD0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0136
 FD0136  HISTORY     - Date     Condition        Report By
 FD0136  HISTORY     - 1960     MONUMENTED       CGS
 FD0136
 FD0136                          STATION DESCRIPTION
 FD0136
 FD0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0136'5.3 MI NW FROM MANCHESTER.
 FD0136'FROM THE COURT HOUSE IN MANCHESTER, GO 5.3 MILES NORTHWEST ON
 FD0136'U.S. HIGHWAY 41 TO A CONCRETE CULVERT JUST SOUTH OF RAYS DRIVE-IN
 FD0136'CAFE.  THE BENCH MARK IS 27.5 FT. WEST OF THE CENTER OF U.S. HIGHWY
 FD0136'41.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTH
 FD0136'END OF THE WEST CONCRETE HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0277 ***********************************************************************
 GD0277  DESIGNATION -  G 23
 GD0277  PID         -  GD0277
 GD0277  STATE/COUNTY-  TN/WEAKLEY
 GD0277  USGS QUAD   -  DRESDEN (1981)
 GD0277
 GD0277                         *CURRENT SURVEY CONTROL
 GD0277  ___________________________________________________________________
 GD0277* NAD 83(1986)-  36 17 07.     (N)    088 42 19.     (W)     SCALED    
 GD0277* NAVD 88     -       138.672  (meters)     454.96   (feet)  ADJUSTED  
 GD0277  ___________________________________________________________________
 GD0277  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0277  DYNAMIC HT  -         138.557 (meters)     454.58  (feet)  COMP
 GD0277  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GD0277
 GD0277  VERT ORDER  -  FIRST     CLASS II
 GD0277
 GD0277.The horizontal coordinates were scaled from a topographic map and have
 GD0277.an estimated accuracy of +/- 6 seconds.
 GD0277
 GD0277.The orthometric height was determined by differential leveling
 GD0277.and adjusted by the National Geodetic Survey in June 1991..
 GD0277
 GD0277.The geoid height was determined by GEOID03.
 GD0277
 GD0277.The dynamic height is computed by dividing the NAVD 88
 GD0277.geopotential number by the normal gravity value computed on the
 GD0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0277.degrees latitude (g = 980.6199 gals.).
 GD0277
 GD0277.The modeled gravity was interpolated from observed gravity values.
 GD0277
 GD0277;                    North         East    Units  Estimated Accuracy
 GD0277;SPC TN       -   219,930.      357,000.      MT  (+/- 180 meters Scaled)
 GD0277
 GD0277                          SUPERSEDED SURVEY CONTROL
 GD0277
 GD0277  NGVD 29 (??/??/??)  138.695  (m)          455.04   (f) ADJUSTED    1 2
 GD0277
 GD0277.Superseded values are not recommended for survey control.
 GD0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0277.See file dsdata.txt to determine how the superseded data were derived.
 GD0277
 GD0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF468169(NAD 83)
 GD0277_MARKER: DB = BENCH MARK DISK
 GD0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0277_SP_SET: CONCRETE BASE
 GD0277_STAMPING: G 23 1934 455.196
 GD0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0277
 GD0277  HISTORY     - Date     Condition        Report By
 GD0277  HISTORY     - 1934     MONUMENTED       CGS
 GD0277  HISTORY     - 1949     GOOD             CGS
 GD0277  HISTORY     - 1967     GOOD             CGS
 GD0277  HISTORY     - 20020827 MARK NOT FOUND   USACE
 GD0277
 GD0277                          STATION DESCRIPTION
 GD0277
 GD0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0277'AT DRESDEN.
 GD0277'AT DRESDEN, WEST AND ACROSS THE TRACKS FROM THE NASHVILLE,
 GD0277'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, SET IN THE TOP OF THE
 GD0277'SOUTHEAST CORNER OF THE CONCRETE BASE OF THE NORTH LEG OF A
 GD0277'WATER TOWER, 30.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT
 GD0277'LEVEL WITH THE TRACKS.
 GD0277
 GD0277                          STATION RECOVERY (1967)
 GD0277
 GD0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0277'RECOVERED IN GOOD CONDITION.
 GD0277
 GD0277                          STATION RECOVERY (2002)
 GD0277
 GD0277'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0277'SUSPECTED DESTROYED. FOUND REMINANTS OF WATER TOWER BASE. TRACKS,
 GD0277'STATION, AND WATER TOWER NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1779 ***********************************************************************
 GB1779  DESIGNATION -  G 230
 GB1779  PID         -  GB1779
 GB1779  STATE/COUNTY-  TN/PUTNAM
 GB1779  USGS QUAD   -  SILVER POINT (1981)
 GB1779
 GB1779                         *CURRENT SURVEY CONTROL
 GB1779  ___________________________________________________________________
 GB1779* NAD 83(1986)-  36 06 12.     (N)    085 42 47.     (W)     SCALED    
 GB1779* NAVD 88     -       311.259  (meters)    1021.19   (feet)  ADJUSTED  
 GB1779  ___________________________________________________________________
 GB1779  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GB1779  DYNAMIC HT  -         310.981 (meters)    1020.28  (feet)  COMP
 GB1779  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 GB1779
 GB1779  VERT ORDER  -  SECOND    CLASS 0
 GB1779
 GB1779.The horizontal coordinates were scaled from a topographic map and have
 GB1779.an estimated accuracy of +/- 6 seconds.
 GB1779
 GB1779.The orthometric height was determined by differential leveling
 GB1779.and adjusted by the National Geodetic Survey in June 1991..
 GB1779
 GB1779.The geoid height was determined by GEOID03.
 GB1779
 GB1779.The dynamic height is computed by dividing the NAVD 88
 GB1779.geopotential number by the normal gravity value computed on the
 GB1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1779.degrees latitude (g = 980.6199 gals.).
 GB1779
 GB1779.The modeled gravity was interpolated from observed gravity values.
 GB1779
 GB1779;                    North         East    Units  Estimated Accuracy
 GB1779;SPC TN       -   196,420.      625,840.      MT  (+/- 180 meters Scaled)
 GB1779
 GB1779                          SUPERSEDED SURVEY CONTROL
 GB1779
 GB1779  NGVD 29 (??/??/92)  311.320  (m)         1021.39   (f) ADJ UNCH    2 0
 GB1779
 GB1779.Superseded values are not recommended for survey control.
 GB1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1779.See file dsdata.txt to determine how the superseded data were derived.
 GB1779
 GB1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE158961(NAD 83)
 GB1779_MARKER: DB = BENCH MARK DISK
 GB1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1779_STAMPING: G 230 1960
 GB1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1779+STABILITY: SURFACE MOTION
 GB1779
 GB1779  HISTORY     - Date     Condition        Report By
 GB1779  HISTORY     - 1960     MONUMENTED       CGS
 GB1779
 GB1779                          STATION DESCRIPTION
 GB1779
 GB1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1779'1 MI NE FROM SILVER POINT.
 GB1779'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 141, AND INTERSTATE
 GB1779'HIGHWAY 40 IN THE SMALL SETTLEMENT OF SILVER POINT, GO 1.0 MILE
 GB1779'NORTHEAST ON INTERSTATE HIGHWAY 40 TO A GRAVELED FARM ROAD.  THE
 GB1779'BENCH MARK IS 0.15 MILE EAST OF AN OVERPASS, 18 FT. WEST OF A
 GB1779'GRAVELED FARM ROAD, 1.4 FT. NORTH OF A FENCE, 1.7 FT. WEST OF
 GB1779'A WITNESS SIGN, AND SET ON THE SOUTHEAST RIGHT OF WAY OF INTERSTATE
 GB1779'HIGHWAY 40 NOW UNDER CONSTRUCTION.  THE DISK IS SET IN TOP OF A
 GB1779'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 4 FT. ABOVE THE
 GB1779'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1630 ***********************************************************************
 GB1630  DESIGNATION -  G 231
 GB1630  PID         -  GB1630
 GB1630  STATE/COUNTY-  TN/PUTNAM
 GB1630  USGS QUAD   -  MONTEREY (1981)
 GB1630
 GB1630                         *CURRENT SURVEY CONTROL
 GB1630  ___________________________________________________________________
 GB1630* NAD 83(1986)-  36 07 52.     (N)    085 15 39.     (W)     SCALED    
 GB1630* NAVD 88     -       558.210  (meters)    1831.39   (feet)  ADJUSTED  
 GB1630  ___________________________________________________________________
 GB1630  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB1630  DYNAMIC HT  -         557.692 (meters)    1829.69  (feet)  COMP
 GB1630  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 GB1630
 GB1630  VERT ORDER  -  SECOND    CLASS 0
 GB1630
 GB1630.The horizontal coordinates were scaled from a topographic map and have
 GB1630.an estimated accuracy of +/- 6 seconds.
 GB1630
 GB1630.The orthometric height was determined by differential leveling
 GB1630.and adjusted by the National Geodetic Survey in June 1991..
 GB1630
 GB1630.The geoid height was determined by GEOID03.
 GB1630
 GB1630.The dynamic height is computed by dividing the NAVD 88
 GB1630.geopotential number by the normal gravity value computed on the
 GB1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1630.degrees latitude (g = 980.6199 gals.).
 GB1630
 GB1630.The modeled gravity was interpolated from observed gravity values.
 GB1630
 GB1630;                    North         East    Units  Estimated Accuracy
 GB1630;SPC TN       -   199,710.      666,530.      MT  (+/- 180 meters Scaled)
 GB1630
 GB1630                          SUPERSEDED SURVEY CONTROL
 GB1630
 GB1630  NGVD 29 (??/??/92)  558.225  (m)         1831.44   (f) ADJ UNCH    2 0
 GB1630
 GB1630.Superseded values are not recommended for survey control.
 GB1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1630.See file dsdata.txt to determine how the superseded data were derived.
 GB1630
 GB1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE564998(NAD 83)
 GB1630_MARKER: DB = BENCH MARK DISK
 GB1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1630_SP_SET: CULVERT
 GB1630_STAMPING: G 231 1960
 GB1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1630
 GB1630  HISTORY     - Date     Condition        Report By
 GB1630  HISTORY     - 1960     MONUMENTED       CGS
 GB1630  HISTORY     - 1983     GOOD             LOCSUR
 GB1630
 GB1630                          STATION DESCRIPTION
 GB1630
 GB1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1630'0.9 MI SE FROM MONTEREY.
 GB1630'FROM THE RAILROAD DEPOT IN MONTEREY, GO 1 BLOCK WEST, THEN
 GB1630'0.25 MILE SOUTHWEST ON A PAVED ROAD, THEN 1.3 MILES SOUTHEAST
 GB1630'ON U.S. HIGHWAY 70N.  THE BENCH MARK IS 44 FT. WEST OF A POWER
 GB1630'LINE POLE, 16 FT. EAST OF THE CENTER OF U.S. HIGHWAY 70N.  THE
 GB1630'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST
 GB1630'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY AND IS ABOUT
 GB1630'0.6 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 GB1630
 GB1630                          STATION RECOVERY (1983)
 GB1630
 GB1630'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 GB1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0804 ***********************************************************************
 FC0804  DESIGNATION -  G 232
 FC0804  PID         -  FC0804
 FC0804  STATE/COUNTY-  TN/CUMBERLAND
 FC0804  USGS QUAD   -  DORTON (1991)
 FC0804
 FC0804                         *CURRENT SURVEY CONTROL
 FC0804  ___________________________________________________________________
 FC0804* NAD 83(1986)-  35 55 00.     (N)    084 54 59.     (W)     SCALED    
 FC0804* NAVD 88     -       502.659  (meters)    1649.14   (feet)  ADJUSTED  
 FC0804  ___________________________________________________________________
 FC0804  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC0804  DYNAMIC HT  -         502.195 (meters)    1647.62  (feet)  COMP
 FC0804  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FC0804
 FC0804  VERT ORDER  -  SECOND    CLASS 0
 FC0804
 FC0804.The horizontal coordinates were scaled from a topographic map and have
 FC0804.an estimated accuracy of +/- 6 seconds.
 FC0804
 FC0804.The orthometric height was determined by differential leveling
 FC0804.and adjusted by the National Geodetic Survey in June 1991..
 FC0804
 FC0804.The geoid height was determined by GEOID03.
 FC0804
 FC0804.The dynamic height is computed by dividing the NAVD 88
 FC0804.geopotential number by the normal gravity value computed on the
 FC0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0804.degrees latitude (g = 980.6199 gals.).
 FC0804
 FC0804.The modeled gravity was interpolated from observed gravity values.
 FC0804
 FC0804;                    North         East    Units  Estimated Accuracy
 FC0804;SPC TN       -   176,210.      697,800.      MT  (+/- 180 meters Scaled)
 FC0804
 FC0804                          SUPERSEDED SURVEY CONTROL
 FC0804
 FC0804  NGVD 29 (??/??/92)  502.748  (m)         1649.43   (f) ADJ UNCH    2 0
 FC0804
 FC0804.Superseded values are not recommended for survey control.
 FC0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0804.See file dsdata.txt to determine how the superseded data were derived.
 FC0804
 FC0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE880767(NAD 83)
 FC0804_MARKER: DB = BENCH MARK DISK
 FC0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0804_STAMPING: G 232 1960
 FC0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0804+STABILITY: SURFACE MOTION
 FC0804
 FC0804  HISTORY     - Date     Condition        Report By
 FC0804  HISTORY     - 1960     MONUMENTED       CGS
 FC0804
 FC0804                          STATION DESCRIPTION
 FC0804
 FC0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0804'4.7 MI NW FROM CRAB ORCHARD.
 FC0804'FROM THE POST OFFICE IN CRAB ORCHARD, GO 2.4 MILES NORTHWEST ON
 FC0804'A PAVED AND GRAVELED ROAD TO A SHARP CURVE IN THE ROAD, THEN
 FC0804'0.9 MILE NORTHWEST ON INTERSTATE HIGHWAY 40, THEN ABOUT 0.2 MILE
 FC0804'SOUTH ACROSS COUNTRY TO THE TENNESSEE CENTRAL RAILWAY, THEN 1.25
 FC0804'MILE SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY TO A PRIVATE
 FC0804'CROSSING.  THE BENCH MARK IS 0.25 MILE SOUTHEAST OF A BRIDGE
 FC0804'OVER DADDYS CREEK, 38 FT. EAST OF THE EAST RAIL, 21 FT. NORTHEAST
 FC0804'OF A POWER LINE POLE, 9 FT. NORTH OF THE CENTER OF A WIRE GATE,
 FC0804'AND 2.6 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FC0804'A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 1 FT. BELOW THE
 FC0804'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0186 ***********************************************************************
 FC0186  DESIGNATION -  G 233
 FC0186  PID         -  FC0186
 FC0186  STATE/COUNTY-  TN/ROANE
 FC0186  USGS QUAD   -  CAVE CREEK (1989)
 FC0186
 FC0186                         *CURRENT SURVEY CONTROL
 FC0186  ___________________________________________________________________
 FC0186* NAD 83(1986)-  35 52 22.     (N)    084 28 03.     (W)     SCALED    
 FC0186* NAVD 88     -       246.343  (meters)     808.21   (feet)  ADJUSTED  
 FC0186  ___________________________________________________________________
 FC0186  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0186  DYNAMIC HT  -         246.113 (meters)     807.46  (feet)  COMP
 FC0186  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FC0186
 FC0186  VERT ORDER  -  SECOND    CLASS 0
 FC0186
 FC0186.The horizontal coordinates were scaled from a topographic map and have
 FC0186.an estimated accuracy of +/- 6 seconds.
 FC0186
 FC0186.The orthometric height was determined by differential leveling
 FC0186.and adjusted by the National Geodetic Survey in June 1991..
 FC0186
 FC0186.The geoid height was determined by GEOID03.
 FC0186
 FC0186.The dynamic height is computed by dividing the NAVD 88
 FC0186.geopotential number by the normal gravity value computed on the
 FC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0186.degrees latitude (g = 980.6199 gals.).
 FC0186
 FC0186.The modeled gravity was interpolated from observed gravity values.
 FC0186
 FC0186;                    North         East    Units  Estimated Accuracy
 FC0186;SPC TN       -   171,880.      738,390.      MT  (+/- 180 meters Scaled)
 FC0186
 FC0186                          SUPERSEDED SURVEY CONTROL
 FC0186
 FC0186  NGVD 29 (??/??/92)  246.453  (m)          808.57   (f) ADJ UNCH    2 0
 FC0186
 FC0186.Superseded values are not recommended for survey control.
 FC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0186.See file dsdata.txt to determine how the superseded data were derived.
 FC0186
 FC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE286728(NAD 83)
 FC0186_MARKER: DB = BENCH MARK DISK
 FC0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0186_SP_SET: CULVERT
 FC0186_STAMPING: G 233 1960
 FC0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0186
 FC0186  HISTORY     - Date     Condition        Report By
 FC0186  HISTORY     - 1960     MONUMENTED       CGS
 FC0186
 FC0186                          STATION DESCRIPTION
 FC0186
 FC0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0186'3.3 MI SE FROM KINGSTON.
 FC0186'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0186'ST. FOR 0.8 MILE, THEN 2.5 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0186'40 TO A CULVERT.  THE BENCH MARK DISK IS CEMENTED IN A DRILL
 FC0186'HOLE IN TOP OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE
 FC0186'CULVERT UNDER THE HIGHWAY, 71 FT. NORTHEAST OF THE RIGHT-OF-WAY
 FC0186'FENCE AT A POINT WHERE IT OFFSETS, 69 FT. NORTHWEST OF THE
 FC0186'RIGHT-OF-WAY FENCE AT A POINT WHERE IT OFFSETS, 30 FT. SOUTH OF
 FC0186'THE CENTER OF THE EAST BOUND TRAFFIC LANES, AND ABOUT 2 FT.
 FC0186'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0226 ***********************************************************************
 FC0226  DESIGNATION -  G 234
 FC0226  PID         -  FC0226
 FC0226  STATE/COUNTY-  TN/KNOX
 FC0226  USGS QUAD   -  LOVELL (1990)
 FC0226
 FC0226                         *CURRENT SURVEY CONTROL
 FC0226  ___________________________________________________________________
 FC0226* NAD 83(1986)-  35 53 55.     (N)    084 10 30.     (W)     SCALED    
 FC0226* NAVD 88     -       295.512  (meters)     969.53   (feet)  ADJUSTED  
 FC0226  ___________________________________________________________________
 FC0226  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0226  DYNAMIC HT  -         295.235 (meters)     968.62  (feet)  COMP
 FC0226  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 FC0226
 FC0226  VERT ORDER  -  SECOND    CLASS 0
 FC0226
 FC0226.The horizontal coordinates were scaled from a topographic map and have
 FC0226.an estimated accuracy of +/- 6 seconds.
 FC0226
 FC0226.The orthometric height was determined by differential leveling
 FC0226.and adjusted by the National Geodetic Survey in June 1991..
 FC0226
 FC0226.The geoid height was determined by GEOID03.
 FC0226
 FC0226.The dynamic height is computed by dividing the NAVD 88
 FC0226.geopotential number by the normal gravity value computed on the
 FC0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0226.degrees latitude (g = 980.6199 gals.).
 FC0226
 FC0226.The modeled gravity was interpolated from observed gravity values.
 FC0226
 FC0226;                    North         East    Units  Estimated Accuracy
 FC0226;SPC TN       -   175,200.      764,740.      MT  (+/- 180 meters Scaled)
 FC0226
 FC0226                          SUPERSEDED SURVEY CONTROL
 FC0226
 FC0226  NGVD 29 (??/??/92)  295.630  (m)          969.91   (f) ADJ UNCH    2 0
 FC0226
 FC0226.Superseded values are not recommended for survey control.
 FC0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0226.See file dsdata.txt to determine how the superseded data were derived.
 FC0226
 FC0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE549763(NAD 83)
 FC0226_MARKER: DB = BENCH MARK DISK
 FC0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0226_SP_SET: OVERPASS
 FC0226_STAMPING: G 234 1960
 FC0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0226
 FC0226  HISTORY     - Date     Condition        Report By
 FC0226  HISTORY     - 1960     MONUMENTED       CGS
 FC0226  HISTORY     - 1976     GOOD             TNDT
 FC0226
 FC0226                          STATION DESCRIPTION
 FC0226
 FC0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0226'8 MI NE FROM EATON CROSSROADS.
 FC0226'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0226'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0226'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0226'4.55 MILES EAST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS OVER A
 FC0226'PAVED ROAD.  THE BENCH MARK IS 27 FT. SOUTH OF THE CENTER OF THE
 FC0226'EAST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL HOLE
 FC0226'IN TOP OF THE SOUTHEAST CONCRETE WINGWALL OF THE OVERPASS
 FC0226'AND IS ABOUT LEVEL WITH THE ROAD.
 FC0226
 FC0226                          STATION RECOVERY (1976)
 FC0226
 FC0226'RECOVERY NOTE BY TN DEPT OF TRANSP 1976
 FC0226'AT INT. CAMPBELL STA. RD. AND I 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2443 ***********************************************************************
 GA2443  DESIGNATION -  G 235
 GA2443  PID         -  GA2443
 GA2443  STATE/COUNTY-  TN/KNOX
 GA2443  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2443
 GA2443                         *CURRENT SURVEY CONTROL
 GA2443  ___________________________________________________________________
 GA2443* NAD 83(1986)-  36 02 14.     (N)    083 59 55.     (W)     SCALED    
 GA2443* NAVD 88     -       306.309  (meters)    1004.95   (feet)  ADJUSTED  
 GA2443  ___________________________________________________________________
 GA2443  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2443  DYNAMIC HT  -         306.023 (meters)    1004.01  (feet)  COMP
 GA2443  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA2443
 GA2443  VERT ORDER  -  SECOND    CLASS 0
 GA2443
 GA2443.The horizontal coordinates were scaled from a topographic map and have
 GA2443.an estimated accuracy of +/- 6 seconds.
 GA2443
 GA2443.The orthometric height was determined by differential leveling
 GA2443.and adjusted by the National Geodetic Survey in June 1991..
 GA2443
 GA2443.The geoid height was determined by GEOID03.
 GA2443
 GA2443.The dynamic height is computed by dividing the NAVD 88
 GA2443.geopotential number by the normal gravity value computed on the
 GA2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2443.degrees latitude (g = 980.6199 gals.).
 GA2443
 GA2443.The modeled gravity was interpolated from observed gravity values.
 GA2443
 GA2443;                    North         East    Units  Estimated Accuracy
 GA2443;SPC TN       -   190,890.      780,350.      MT  (+/- 180 meters Scaled)
 GA2443
 GA2443                          SUPERSEDED SURVEY CONTROL
 GA2443
 GA2443  NGVD 29 (??/??/92)  306.421  (m)         1005.32   (f) ADJ UNCH    2 0
 GA2443
 GA2443.Superseded values are not recommended for survey control.
 GA2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2443.See file dsdata.txt to determine how the superseded data were derived.
 GA2443
 GA2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV298922(NAD 83)
 GA2443_MARKER: DB = BENCH MARK DISK
 GA2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2443_STAMPING: G 235 1961
 GA2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2443+STABILITY: SURFACE MOTION
 GA2443
 GA2443  HISTORY     - Date     Condition        Report By
 GA2443  HISTORY     - 1961     MONUMENTED       CGS
 GA2443
 GA2443                          STATION DESCRIPTION
 GA2443
 GA2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2443'3.2 MI NW FROM INSKIP.
 GA2443'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE
 GA2443'IN INSKIP, GO 3.1 MILES NORTHWEST ON INSKIP ROAD, THEN 0.1
 GA2443'MILE NORTHEAST ON BEAVER CREEK ROAD.  THE BENCH MARK IS 59 FT.
 GA2443'EAST OF THE NORTHEAST CORNER OF A SMALL BRICK HOUSE, 21 FT.
 GA2443'NORTHWEST OF THE CENTER OF BEAVER CREEK ROAD, 3 FT. NORTH OF
 GA2443'A POWER LINE POLE WITH TRANSFORMER 72R1, 2 FT. NORTHEAST OF A
 GA2443'FENCE, AND 1.8 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN
 GA2443'TOP OF A CONCRETE POST PROJECTING 5 INCHES AND ABOUT LEVEL WITH
 GA2443'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0553 ***********************************************************************
 GB0553  DESIGNATION -  G 236
 GB0553  PID         -  GB0553
 GB0553  STATE/COUNTY-  TN/CAMPBELL
 GB0553  USGS QUAD   -  PIONEER (1979)
 GB0553
 GB0553                         *CURRENT SURVEY CONTROL
 GB0553  ___________________________________________________________________
 GB0553* NAD 83(1986)-  36 23 47.     (N)    084 16 25.     (W)     SCALED    
 GB0553* NAVD 88     -       442.062  (meters)    1450.33   (feet)  ADJUSTED  
 GB0553  ___________________________________________________________________
 GB0553  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB0553  DYNAMIC HT  -         441.667 (meters)    1449.04  (feet)  COMP
 GB0553  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 GB0553
 GB0553  VERT ORDER  -  SECOND    CLASS 0
 GB0553
 GB0553.The horizontal coordinates were scaled from a topographic map and have
 GB0553.an estimated accuracy of +/- 6 seconds.
 GB0553
 GB0553.The orthometric height was determined by differential leveling
 GB0553.and adjusted by the National Geodetic Survey in June 1991..
 GB0553
 GB0553.The geoid height was determined by GEOID03.
 GB0553
 GB0553.The dynamic height is computed by dividing the NAVD 88
 GB0553.geopotential number by the normal gravity value computed on the
 GB0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0553.degrees latitude (g = 980.6199 gals.).
 GB0553
 GB0553.The modeled gravity was interpolated from observed gravity values.
 GB0553
 GB0553;                    North         East    Units  Estimated Accuracy
 GB0553;SPC TN       -   230,260.      754,870.      MT  (+/- 180 meters Scaled)
 GB0553
 GB0553                          SUPERSEDED SURVEY CONTROL
 GB0553
 GB0553  NGVD 29 (??/??/92)  442.166  (m)         1450.67   (f) ADJ UNCH    2 0
 GB0553
 GB0553.Superseded values are not recommended for survey control.
 GB0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0553.See file dsdata.txt to determine how the superseded data were derived.
 GB0553
 GB0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF445313(NAD 83)
 GB0553_MARKER: DB = BENCH MARK DISK
 GB0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0553_SP_SET: BRIDGE
 GB0553_STAMPING: G 236 1961
 GB0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0553
 GB0553  HISTORY     - Date     Condition        Report By
 GB0553  HISTORY     - 1961     MONUMENTED       CGS
 GB0553
 GB0553                          STATION DESCRIPTION
 GB0553
 GB0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0553'3.1 MI SE FROM PIONEER.
 GB0553'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0553'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTERLY ON A SPUR TRACK,
 GB0553'THEN 0.05 MILE EAST ON A GRAVELED ROAD TO A BRIDGE AT A T JUNCTION.
 GB0553'THE BENCH MARK IS 13 FT. NORTH OF THE CENTER OF THE EAST END OF THE
 GB0553'BRIDGE.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 GB0553'NORTHEAST WINGWALL AT THE EAST END OF THE BRIDGE OVER A CREEK,
 GB0553'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2135 ***********************************************************************
 FB2135  DESIGNATION -  G 237
 FB2135  PID         -  FB2135
 FB2135  STATE/COUNTY-  TN/SEVIER
 FB2135  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2135
 FB2135                         *CURRENT SURVEY CONTROL
 FB2135  ___________________________________________________________________
 FB2135* NAD 83(1986)-  35 59 06.     (N)    083 35 59.     (W)     SCALED    
 FB2135* NAVD 88     -       293.708  (meters)     963.61   (feet)  ADJUSTED  
 FB2135  ___________________________________________________________________
 FB2135  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2135  DYNAMIC HT  -         293.436 (meters)     962.71  (feet)  COMP
 FB2135  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FB2135
 FB2135  VERT ORDER  -  SECOND    CLASS 0
 FB2135
 FB2135.The horizontal coordinates were scaled from a topographic map and have
 FB2135.an estimated accuracy of +/- 6 seconds.
 FB2135
 FB2135.The orthometric height was determined by differential leveling
 FB2135.and adjusted by the National Geodetic Survey in June 1991..
 FB2135
 FB2135.The geoid height was determined by GEOID03.
 FB2135
 FB2135.The dynamic height is computed by dividing the NAVD 88
 FB2135.geopotential number by the normal gravity value computed on the
 FB2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2135.degrees latitude (g = 980.6199 gals.).
 FB2135
 FB2135.The modeled gravity was interpolated from observed gravity values.
 FB2135
 FB2135;                    North         East    Units  Estimated Accuracy
 FB2135;SPC TN       -   185,910.      816,430.      MT  (+/- 180 meters Scaled)
 FB2135
 FB2135                          SUPERSEDED SURVEY CONTROL
 FB2135
 FB2135  NGVD 29 (??/??/92)  293.870  (m)          964.14   (f) ADJ UNCH    2 0
 FB2135
 FB2135.Superseded values are not recommended for survey control.
 FB2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2135.See file dsdata.txt to determine how the superseded data were derived.
 FB2135
 FB2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV656854(NAD 83)
 FB2135_MARKER: DB = BENCH MARK DISK
 FB2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2135_STAMPING: G 237 1961
 FB2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2135+STABILITY: SURFACE MOTION
 FB2135
 FB2135  HISTORY     - Date     Condition        Report By
 FB2135  HISTORY     - 1961     MONUMENTED       CGS
 FB2135  HISTORY     - 1972     GOOD             TVA
 FB2135
 FB2135                          STATION DESCRIPTION
 FB2135
 FB2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2135'1.6 MI E FROM KODAK.
 FB2135'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2135'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2135'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES
 FB2135'EAST OF KNOXVILLE), GO 1.2 MILES EAST ON THE PAVED ROAD, THEN
 FB2135'0.4 MILE EAST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS
 FB2135'ABOUT 300 FT. NORTH OF INTERSTATE HIGHWAY 40, 13 FT. EAST OF
 FB2135'THE CENTER OF A GRAVELED DRIVE, 4 FT. SOUTHEAST OF A POWER
 FB2135'LINE POLE, 2 FT. NORTHEAST OF A FENCE CORNER, AND 1.7 FT. SOUTH
 FB2135'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FB2135'PROJECTING 4 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FB2135'GRAVELED DRIVE.
 FB2135
 FB2135                          STATION RECOVERY (1972)
 FB2135
 FB2135'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0286 ***********************************************************************
 FC0286  DESIGNATION -  G 238
 FC0286  PID         -  FC0286
 FC0286  STATE/COUNTY-  TN/LOUDON
 FC0286  USGS QUAD   -  PHILADELPHIA (1974)
 FC0286
 FC0286                         *CURRENT SURVEY CONTROL
 FC0286  ___________________________________________________________________
 FC0286* NAD 83(1986)-  35 42 34.     (N)    084 24 53.     (W)     SCALED    
 FC0286* NAVD 88     -       257.025  (meters)     843.26   (feet)  ADJUSTED  
 FC0286  ___________________________________________________________________
 FC0286  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0286  DYNAMIC HT  -         256.779 (meters)     842.45  (feet)  COMP
 FC0286  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0286
 FC0286  VERT ORDER  -  SECOND    CLASS 0
 FC0286
 FC0286.The horizontal coordinates were scaled from a topographic map and have
 FC0286.an estimated accuracy of +/- 6 seconds.
 FC0286
 FC0286.The orthometric height was determined by differential leveling
 FC0286.and adjusted by the National Geodetic Survey in June 1991..
 FC0286
 FC0286.The geoid height was determined by GEOID03.
 FC0286
 FC0286.The dynamic height is computed by dividing the NAVD 88
 FC0286.geopotential number by the normal gravity value computed on the
 FC0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0286.degrees latitude (g = 980.6199 gals.).
 FC0286
 FC0286.The modeled gravity was interpolated from observed gravity values.
 FC0286
 FC0286;                    North         East    Units  Estimated Accuracy
 FC0286;SPC TN       -   153,840.      743,440.      MT  (+/- 180 meters Scaled)
 FC0286
 FC0286                          SUPERSEDED SURVEY CONTROL
 FC0286
 FC0286  NGVD 29 (??/??/92)  257.113  (m)          843.54   (f) ADJ UNCH    2 0
 FC0286
 FC0286.Superseded values are not recommended for survey control.
 FC0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0286.See file dsdata.txt to determine how the superseded data were derived.
 FC0286
 FC0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE338548(NAD 83)
 FC0286_MARKER: DB = BENCH MARK DISK
 FC0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0286_SP_SET: CULVERT
 FC0286_STAMPING: G 238 1961
 FC0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0286
 FC0286  HISTORY     - Date     Condition        Report By
 FC0286  HISTORY     - 1961     MONUMENTED       CGS
 FC0286
 FC0286                          STATION DESCRIPTION
 FC0286
 FC0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0286'2.8 MI NW FROM PHILADELPHIA.
 FC0286'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0286'0.1 MILE NORTH, THEN GO 1.15 MILES NORTHWEST ON A PAVED ROAD
 FC0286'TO A Y JUNCTION, THEN TAKE THE RIGHT FORK AND GO 1.4 MILES
 FC0286'NORTH ON A PAVED ROAD TO A CONCRETE CULVERT UNDER THE ROAD.
 FC0286'THE BENCH MARK IS 13.6 FT. EAST OF THE CENTER OF THE PAVED
 FC0286'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0286'NORTH END OF THE EAST CONCRETE HEADWALL OF THE CULVERT AND
 FC0286'IS ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2046 ***********************************************************************
 GA2046  DESIGNATION -  G 239
 GA2046  PID         -  GA2046
 GA2046  STATE/COUNTY-  TN/JEFFERSON
 GA2046  USGS QUAD   -  WHITE PINE (1961)
 GA2046
 GA2046                         *CURRENT SURVEY CONTROL
 GA2046  ___________________________________________________________________
 GA2046* NAD 83(1986)-  36 04 51.     (N)    083 22 21.     (W)     SCALED    
 GA2046* NAVD 88     -       369.259  (meters)    1211.48   (feet)  ADJUSTED  
 GA2046  ___________________________________________________________________
 GA2046  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2046  DYNAMIC HT  -         368.915 (meters)    1210.35  (feet)  COMP
 GA2046  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 GA2046
 GA2046  VERT ORDER  -  SECOND    CLASS 0
 GA2046
 GA2046.The horizontal coordinates were scaled from a topographic map and have
 GA2046.an estimated accuracy of +/- 6 seconds.
 GA2046
 GA2046.The orthometric height was determined by differential leveling
 GA2046.and adjusted by the National Geodetic Survey in June 1991..
 GA2046
 GA2046.The geoid height was determined by GEOID03.
 GA2046
 GA2046.The dynamic height is computed by dividing the NAVD 88
 GA2046.geopotential number by the normal gravity value computed on the
 GA2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2046.degrees latitude (g = 980.6199 gals.).
 GA2046
 GA2046.The modeled gravity was interpolated from observed gravity values.
 GA2046
 GA2046;                    North         East    Units  Estimated Accuracy
 GA2046;SPC TN       -   197,060.      836,630.      MT  (+/- 180 meters Scaled)
 GA2046
 GA2046                          SUPERSEDED SURVEY CONTROL
 GA2046
 GA2046  NGVD 29 (??/??/92)  369.413  (m)         1211.98   (f) ADJ UNCH    2 0
 GA2046
 GA2046.Superseded values are not recommended for survey control.
 GA2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2046.See file dsdata.txt to determine how the superseded data were derived.
 GA2046
 GA2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV863955(NAD 83)
 GA2046_MARKER: DB = BENCH MARK DISK
 GA2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2046_STAMPING: G 239 1961
 GA2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2046+STABILITY: SURFACE MOTION
 GA2046
 GA2046  HISTORY     - Date     Condition        Report By
 GA2046  HISTORY     - 1961     MONUMENTED       CGS
 GA2046  HISTORY     - 1980     GOOD             NGS
 GA2046
 GA2046                          STATION DESCRIPTION
 GA2046
 GA2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2046'6.9 MI NE FROM DANDRIDGE.
 GA2046'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 92 IN
 GA2046'DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2046'3.5 MILES NORTHEAST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION OF
 GA2046'INTERSTATE 81, CONTINUE NORTHEAST ON INTERSTATE 81 FOR 1.2 MILES
 GA2046'TO THE JUNCTION OF A PAVED ROAD.  THE BENCH MARK IS ABOUT 400 FT.
 GA2046'NORTHWEST OF INTERSTATE 81, ABOUT 135 FT. SOUTH OF THE SOUTHWEST
 GA2046'CORNER OF A CHICKEN HOUSE, 63 FT. EAST AND ACROSS THE ROAD
 GA2046'FROM A POWER LINE POLE, 31 FT. NORTHEAST OF THE CENTER OF THE
 GA2046'PAVED ROAD, 1.8 FT. SOUTHWEST OF A FENCE, AND 1.9 FT. NORTHWEST OF
 GA2046'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2046'PROJECTING 4 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE
 GA2046'PAVED ROAD.
 GA2046
 GA2046                          STATION RECOVERY (1980)
 GA2046
 GA2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2046'THE MARK IS 513 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 66
 GA2046'AND 56 FEET AND ACROSS THE ROAD FROM TELEPHONE POLE NO.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2075 ***********************************************************************
 GA2075  DESIGNATION -  G 240
 GA2075  PID         -  GA2075
 GA2075  STATE/COUNTY-  TN/HAMBLEN
 GA2075  USGS QUAD   -  SPRINGVALE (1980)
 GA2075
 GA2075                         *CURRENT SURVEY CONTROL
 GA2075  ___________________________________________________________________
 GA2075* NAD 83(1986)-  36 11 51.     (N)    083 09 12.     (W)     SCALED    
 GA2075* NAVD 88     -       318.144  (meters)    1043.78   (feet)  ADJUSTED  
 GA2075  ___________________________________________________________________
 GA2075  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA2075  DYNAMIC HT  -         317.852 (meters)    1042.82  (feet)  COMP
 GA2075  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 GA2075
 GA2075  VERT ORDER  -  SECOND    CLASS 0
 GA2075
 GA2075.The horizontal coordinates were scaled from a topographic map and have
 GA2075.an estimated accuracy of +/- 6 seconds.
 GA2075
 GA2075.The orthometric height was determined by differential leveling
 GA2075.and adjusted by the National Geodetic Survey in June 1991..
 GA2075
 GA2075.The geoid height was determined by GEOID03.
 GA2075
 GA2075.The dynamic height is computed by dividing the NAVD 88
 GA2075.geopotential number by the normal gravity value computed on the
 GA2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2075.degrees latitude (g = 980.6199 gals.).
 GA2075
 GA2075.The modeled gravity was interpolated from observed gravity values.
 GA2075
 GA2075;                    North         East    Units  Estimated Accuracy
 GA2075;SPC TN       -   210,550.      855,980.      MT  (+/- 180 meters Scaled)
 GA2075
 GA2075                          SUPERSEDED SURVEY CONTROL
 GA2075
 GA2075  NGVD 29 (??/??/92)  318.290  (m)         1044.26   (f) ADJ UNCH    2 0
 GA2075
 GA2075.Superseded values are not recommended for survey control.
 GA2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2075.See file dsdata.txt to determine how the superseded data were derived.
 GA2075
 GA2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA063080(NAD 83)
 GA2075_MARKER: DB = BENCH MARK DISK
 GA2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2075_STAMPING: G 240 1961
 GA2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2075+STABILITY: SURFACE MOTION
 GA2075
 GA2075  HISTORY     - Date     Condition        Report By
 GA2075  HISTORY     - 1961     MONUMENTED       CGS
 GA2075  HISTORY     - 1980     GOOD             NGS
 GA2075
 GA2075                          STATION DESCRIPTION
 GA2075
 GA2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2075'4 MI NE FROM LOWLAND.
 GA2075'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2075'MILES SOUTHEAST OF MORRISTOWN), GO 3.85 MILES NORTHEAST ON THE
 GA2075'SOUTHERN RAILWAY TO A ROAD CROSSING, THEN GO 0.15 MILE SOUTHEAST
 GA2075'ON A GRAVELED ROAD TO THE MARK IN A BRUSHY STRIP BETWEEN THE
 GA2075'GRAVELED ROAD AND A FIELD.  THE BENCH MARK IS 12 FT. SOUTH OF
 GA2075'THE CENTER OF THE GRAVELED ROAD, 8 FT. NORTH OF THE NORTH EDGE
 GA2075'OF THE FIELD, 2.8 FT. SOUTH OF A FENCE, AND 2.9 FT. EAST OF
 GA2075'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2075'PROJECTING 6 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
 GA2075
 GA2075                          STATION RECOVERY (1980)
 GA2075
 GA2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2075'2 IRON PINS WERE DRIVEN BESIDE THE MARK,228 FEET NORTHWEST OF THE
 GA2075'CENTER OF THE WEST BOUND LANE OF I 81 AT OF THE INTERSECTION OF
 GA2075'FRONTAGE ROAD AND ROAD UNDER INTERSTATE 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1383 ***********************************************************************
 FB1383  DESIGNATION -  G 241
 FB1383  PID         -  FB1383
 FB1383  STATE/COUNTY-  TN/COCKE
 FB1383  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1383
 FB1383                         *CURRENT SURVEY CONTROL
 FB1383  ___________________________________________________________________
 FB1383* NAD 83(1986)-  35 57 49.     (N)    083 16 23.     (W)     SCALED    
 FB1383* NAVD 88     -       400.095  (meters)    1312.64   (feet)  ADJUSTED  
 FB1383  ___________________________________________________________________
 FB1383  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FB1383  DYNAMIC HT  -         399.719 (meters)    1311.41  (feet)  COMP
 FB1383  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 FB1383
 FB1383  VERT ORDER  -  SECOND    CLASS 0
 FB1383
 FB1383.The horizontal coordinates were scaled from a topographic map and have
 FB1383.an estimated accuracy of +/- 6 seconds.
 FB1383
 FB1383.The orthometric height was determined by differential leveling
 FB1383.and adjusted by the National Geodetic Survey in June 1991..
 FB1383
 FB1383.The geoid height was determined by GEOID03.
 FB1383
 FB1383.The dynamic height is computed by dividing the NAVD 88
 FB1383.geopotential number by the normal gravity value computed on the
 FB1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1383.degrees latitude (g = 980.6199 gals.).
 FB1383
 FB1383.The modeled gravity was interpolated from observed gravity values.
 FB1383
 FB1383;                    North         East    Units  Estimated Accuracy
 FB1383;SPC TN       -   184,310.      845,940.      MT  (+/- 180 meters Scaled)
 FB1383
 FB1383                          SUPERSEDED SURVEY CONTROL
 FB1383
 FB1383  NGVD 29 (??/??/92)  400.254  (m)         1313.17   (f) ADJ UNCH    2 0
 FB1383
 FB1383.Superseded values are not recommended for survey control.
 FB1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1383.See file dsdata.txt to determine how the superseded data were derived.
 FB1383
 FB1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV950823(NAD 83)
 FB1383_MARKER: DB = BENCH MARK DISK
 FB1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1383_STAMPING: G 241 1961
 FB1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1383+STABILITY: SURFACE MOTION
 FB1383
 FB1383  HISTORY     - Date     Condition        Report By
 FB1383  HISTORY     - 1961     MONUMENTED       CGS
 FB1383
 FB1383                          STATION DESCRIPTION
 FB1383
 FB1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1383'5.7 MI SW FROM NEWPORT.
 FB1383'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S. HIGHWAY
 FB1383'411, (ABOUT 5 MILES WEST OF NEWPORT), GO 0.7 MILE SOUTHWEST ON
 FB1383'U.S. HIGHWAY 411 TO THE CREST OF A HILL AND A HOUSE ON THE RIGHT.
 FB1383'THE BENCH MARK IS ON THE LONNIE LAYMAN PROPERTY, 77 FT. SOUTHEAST
 FB1383'OF THE NORTHEAST CORNER OF THE HOUSE, 28 FT. NORTH OF THE CENTER
 FB1383'OF U.S. HIGHWAY 411, 12 FT. EAST OF THE CENTER OF A PRIVATE
 FB1383'DRIVE, 1.3 FT. WEST OF A FENCE, AND 2.7 FT. SOUTH OF A WITNESS
 FB1383'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 FB1383'INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0338 ***********************************************************************
 GA0338  DESIGNATION -  G 242
 GA0338  PID         -  GA0338
 GA0338  STATE/COUNTY-  TN/SULLIVAN
 GA0338  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0338
 GA0338                         *CURRENT SURVEY CONTROL
 GA0338  ___________________________________________________________________
 GA0338* NAD 83(1986)-  36 32 54.     (N)    082 19 20.     (W)     SCALED    
 GA0338* NAVD 88     -       488.351  (meters)    1602.20   (feet)  ADJUSTED  
 GA0338  ___________________________________________________________________
 GA0338  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0338  DYNAMIC HT  -         487.900 (meters)    1600.72  (feet)  COMP
 GA0338  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 GA0338
 GA0338  VERT ORDER  -  SECOND    CLASS 0
 GA0338
 GA0338.The horizontal coordinates were scaled from a topographic map and have
 GA0338.an estimated accuracy of +/- 6 seconds.
 GA0338
 GA0338.The orthometric height was determined by differential leveling
 GA0338.and adjusted by the National Geodetic Survey in June 1991..
 GA0338
 GA0338.The geoid height was determined by GEOID03.
 GA0338
 GA0338.The dynamic height is computed by dividing the NAVD 88
 GA0338.geopotential number by the normal gravity value computed on the
 GA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0338.degrees latitude (g = 980.6199 gals.).
 GA0338
 GA0338.The modeled gravity was interpolated from observed gravity values.
 GA0338
 GA0338;                    North         East    Units  Estimated Accuracy
 GA0338;SPC TN       -   251,950.      929,220.      MT  (+/- 180 meters Scaled)
 GA0338
 GA0338                          SUPERSEDED SURVEY CONTROL
 GA0338
 GA0338  NGVD 29 (??/??/92)  488.494  (m)         1602.67   (f) ADJ UNCH    2 0
 GA0338
 GA0338.Superseded values are not recommended for survey control.
 GA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0338.See file dsdata.txt to determine how the superseded data were derived.
 GA0338
 GA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA816455(NAD 83)
 GA0338_MARKER: DB = BENCH MARK DISK
 GA0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0338_STAMPING: G 242 1961
 GA0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0338+STABILITY: SURFACE MOTION
 GA0338
 GA0338  HISTORY     - Date     Condition        Report By
 GA0338  HISTORY     - 1961     MONUMENTED       CGS
 GA0338
 GA0338                          STATION DESCRIPTION
 GA0338
 GA0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0338'1.6 MI N FROM BLOUNTVILLE.
 GA0338'FROM THE POST OFFICE IN BLOUNTVILLE, GO 0.25 MILE EAST ON U.S.
 GA0338'HIGHWAY 11W, THEN 1.3 MILES NORTH ON A GRAVELED ROAD.  THE
 GA0338'BENCH MARK IS ABOUT 300 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY
 GA0338'81, 38 FT. WEST OF THE WEST END OF A SMALL WOOD BRIDGE, 24 FT.
 GA0338'SOUTHWEST OF THE CENTER OF A PRIVATE DRIVE, 20 FT. EAST OF A
 GA0338'LARGE ELM TREE, 18 FT. NORTHWEST OF THE CENTER OF A GRAVELED
 GA0338'ROAD, 1.7 FT. EAST OF A WITNESS SIGN AND IN A FENCE LINE.  THE
 GA0338'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 GA0338'IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0612 ***********************************************************************
 FC0612  DESIGNATION -  G 243
 FC0612  PID         -  FC0612
 FC0612  STATE/COUNTY-  TN/BRADLEY
 FC0612  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0612
 FC0612                         *CURRENT SURVEY CONTROL
 FC0612  ___________________________________________________________________
 FC0612* NAD 83(1986)-  35 11 34.     (N)    084 53 36.     (W)     SCALED    
 FC0612* NAVD 88     -       233.802  (meters)     767.07   (feet)  ADJUSTED  
 FC0612  ___________________________________________________________________
 FC0612  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0612  DYNAMIC HT  -         233.571 (meters)     766.31  (feet)  COMP
 FC0612  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 FC0612
 FC0612  VERT ORDER  -  SECOND    CLASS 0
 FC0612
 FC0612.The horizontal coordinates were scaled from a topographic map and have
 FC0612.an estimated accuracy of +/- 6 seconds.
 FC0612
 FC0612.The orthometric height was determined by differential leveling
 FC0612.and adjusted by the National Geodetic Survey in June 1991..
 FC0612
 FC0612.The geoid height was determined by GEOID03.
 FC0612
 FC0612.The dynamic height is computed by dividing the NAVD 88
 FC0612.geopotential number by the normal gravity value computed on the
 FC0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0612.degrees latitude (g = 980.6199 gals.).
 FC0612
 FC0612.The modeled gravity was interpolated from observed gravity values.
 FC0612
 FC0612;                    North         East    Units  Estimated Accuracy
 FC0612;SPC TN       -    95,930.      700,790.      MT  (+/- 180 meters Scaled)
 FC0612
 FC0612                          SUPERSEDED SURVEY CONTROL
 FC0612
 FC0612  NGVD 29 (??/??/92)  233.826  (m)          767.14   (f) ADJ UNCH    2 0
 FC0612
 FC0612.Superseded values are not recommended for survey control.
 FC0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0612.See file dsdata.txt to determine how the superseded data were derived.
 FC0612
 FC0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD918964(NAD 83)
 FC0612_MARKER: DB = BENCH MARK DISK
 FC0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0612_STAMPING: G 243 1961
 FC0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0612+STABILITY: SURFACE MOTION
 FC0612
 FC0612  HISTORY     - Date     Condition        Report By
 FC0612  HISTORY     - 1961     MONUMENTED       CGS
 FC0612  HISTORY     - 1967     GOOD             NGS
 FC0612
 FC0612                          STATION DESCRIPTION
 FC0612
 FC0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0612'3.3 MI N FROM CLEVELAND.
 FC0612'FROM THE COURT HOUSE IN CLEVELAND GO WEST ON STATE HIGHWAY 60
 FC0612'FOR 0.75 MILES TO THE JUNCTION OF GEORGETOWN PIKE AND HARRISON
 FC0612'PIKE, GO WEST ON HARRISON PIKE 1.8 MILES TO A SMALL LAKE THENCE
 FC0612'NORTH ON A GRAVEL ROAD 1.5 MILES CROSSING THE INTERSTATE HWY. TO
 FC0612'THE MARK ON THE RIGHT, 400 FEET NORTH OF THE INTERSTATE HWY.  16
 FC0612'FEET EAST OF CENTER LINE OF ROAD, 29 FEET SOUTH FROM CENTER OF A
 FC0612'GATE, 1.5 FEET WEST OF POWER LINE POLE, 1.8 FEET SOUTH OF A
 FC0612'WITNESS SIGN.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FC0612'POST PROJECTING 6 INCHES AND 0.6 FEET ABOVE THE LEVEL OF THE ROAD..
 FC0612
 FC0612                          STATION RECOVERY (1967)
 FC0612
 FC0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0577 ***********************************************************************
 FC0577  DESIGNATION -  G 244
 FC0577  PID         -  FC0577
 FC0577  STATE/COUNTY-  TN/MCMINN
 FC0577  USGS QUAD   -  CHARLESTON (1980)
 FC0577
 FC0577                         *CURRENT SURVEY CONTROL
 FC0577  ___________________________________________________________________
 FC0577* NAD 83(1986)-  35 19 37.     (N)    084 47 22.     (W)     SCALED    
 FC0577* NAVD 88     -       210.538  (meters)     690.74   (feet)  ADJUSTED  
 FC0577  ___________________________________________________________________
 FC0577  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0577  DYNAMIC HT  -         210.332 (meters)     690.06  (feet)  COMP
 FC0577  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0577
 FC0577  VERT ORDER  -  SECOND    CLASS 0
 FC0577
 FC0577.The horizontal coordinates were scaled from a topographic map and have
 FC0577.an estimated accuracy of +/- 6 seconds.
 FC0577
 FC0577.The orthometric height was determined by differential leveling
 FC0577.and adjusted by the National Geodetic Survey in June 1991..
 FC0577
 FC0577.The geoid height was determined by GEOID03.
 FC0577
 FC0577.The dynamic height is computed by dividing the NAVD 88
 FC0577.geopotential number by the normal gravity value computed on the
 FC0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0577.degrees latitude (g = 980.6199 gals.).
 FC0577
 FC0577.The modeled gravity was interpolated from observed gravity values.
 FC0577
 FC0577;                    North         East    Units  Estimated Accuracy
 FC0577;SPC TN       -   110,920.      710,060.      MT  (+/- 180 meters Scaled)
 FC0577
 FC0577                          SUPERSEDED SURVEY CONTROL
 FC0577
 FC0577  NGVD 29 (??/??/92)  210.599  (m)          690.94   (f) ADJ UNCH    2 0
 FC0577
 FC0577.Superseded values are not recommended for survey control.
 FC0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0577.See file dsdata.txt to determine how the superseded data were derived.
 FC0577
 FC0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE009115(NAD 83)
 FC0577_MARKER: DB = BENCH MARK DISK
 FC0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0577_SP_SET: BRIDGE
 FC0577_STAMPING: G 244 1961
 FC0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0577
 FC0577  HISTORY     - Date     Condition        Report By
 FC0577  HISTORY     - 1961     MONUMENTED       CGS
 FC0577
 FC0577                          STATION DESCRIPTION
 FC0577
 FC0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0577'3.9 MI N FROM CALHOUN.
 FC0577'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0577'WHICH IS ALSO THE MC MINN-BRADLEY LINE, GO NORTHEAST FOR 1.0
 FC0577'MILE ON U.S. HIGHWAY 11 TO A SIDE ROAD LEFT, TURN LEFT AND
 FC0577'GO 1.3 MILES NORTHWEST TO A Y JUNCTION, CONTINUE ON OILED ROAD
 FC0577'LEFT FOR 1.6 MILES TO A POINT WHERE THE ROAD PASSES OVER NORTH
 FC0577'MOUSE CREEK EMBAYMENT AND THE MARK ON THE RIGHT.  A DISK SET
 FC0577'IN THE WEST END OF THE NORTH GUARDRAIL OF A BRIDGE OVER NORTH
 FC0577'MOUSE CREEK EMBAYMENT.  9.9 FEET NORTH OF CENTER LINE OF THE
 FC0577'ROAD, 1.1 FEET WEST OF THE EAST END OF THE GUARDRAIL AND 0.6
 FC0577'FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1247 ***********************************************************************
 FC1247  DESIGNATION -  G 245
 FC1247  PID         -  FC1247
 FC1247  STATE/COUNTY-  TN/HAMILTON
 FC1247  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1247
 FC1247                         *CURRENT SURVEY CONTROL
 FC1247  ___________________________________________________________________
 FC1247* NAD 83(1986)-  35 01 42.     (N)    085 10 18.     (W)     SCALED    
 FC1247* NAVD 88     -       208.700  (meters)     684.71   (feet)  ADJUSTED  
 FC1247  ___________________________________________________________________
 FC1247  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC1247  DYNAMIC HT  -         208.491 (meters)     684.02  (feet)  COMP
 FC1247  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 FC1247
 FC1247  VERT ORDER  -  FIRST     CLASS II
 FC1247
 FC1247.The horizontal coordinates were scaled from a topographic map and have
 FC1247.an estimated accuracy of +/- 6 seconds.
 FC1247
 FC1247.The orthometric height was determined by differential leveling
 FC1247.and adjusted by the National Geodetic Survey in June 1991..
 FC1247.WARNING-Repeat measurements at this control monument indicate possible
 FC1247.vertical movement.
 FC1247
 FC1247.The geoid height was determined by GEOID03.
 FC1247
 FC1247.The dynamic height is computed by dividing the NAVD 88
 FC1247.geopotential number by the normal gravity value computed on the
 FC1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1247.degrees latitude (g = 980.6199 gals.).
 FC1247
 FC1247.The modeled gravity was interpolated from observed gravity values.
 FC1247
 FC1247;                    North         East    Units  Estimated Accuracy
 FC1247;SPC TN       -    77,430.      675,590.      MT  (+/- 180 meters Scaled)
 FC1247
 FC1247                          SUPERSEDED SURVEY CONTROL
 FC1247
 FC1247  NGVD 29 (??/??/92)  208.724  (m)          684.79   (f) ADJ UNCH    1 2
 FC1247
 FC1247.Superseded values are not recommended for survey control.
 FC1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1247.See file dsdata.txt to determine how the superseded data were derived.
 FC1247
 FC1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD667777(NAD 83)
 FC1247_MARKER: DB = BENCH MARK DISK
 FC1247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1247_SP_SET: BRIDGE
 FC1247_STAMPING: G 245 1961
 FC1247_MARK LOGO: CGS   
 FC1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1247
 FC1247  HISTORY     - Date     Condition        Report By
 FC1247  HISTORY     - 1961     MONUMENTED       CGS
 FC1247  HISTORY     - 1962     GOOD             NGS
 FC1247  HISTORY     - 1972     GOOD             TVA
 FC1247  HISTORY     - 1983     GOOD             NGS
 FC1247  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1247
 FC1247                          STATION DESCRIPTION
 FC1247
 FC1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1247'1.2 MI NW FROM BRAINERD HEIGHTS.
 FC1247'FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND EAST BRAINERD
 FC1247'ROAD GO NORTHEAST ON INTERSTATE HIGHWAY 75 FOR 1.2 MILES TO THE
 FC1247'JUNCTION OF AN EXPRESSWAY GOING TO THE NORTH AND THE MARK
 FC1247'CEMENTED IN A DRILLED HOLE IN THE BASE OF BRIDGE OVER THE
 FC1247'SOUTHWEST BOUND LANE OF INTERSTATE HIGHWAY 75, 28 FEET SOUTHEAST
 FC1247'OF THE CENTER OF THE SOUTHWEST BOUND LANE, 11.7 FEET NORTHEAST
 FC1247'OF THE NORTHEAST MOST BENT COLUMN POST, 0.8 FEET SOUTHEAST
 FC1247'OF THE SOUTHEAST EDGE OF THE BASE OF THE BRIDGE AND ABOUT LEVEL
 FC1247'WITH THE ROAD.  A STANDARD DISK.
 FC1247
 FC1247                          STATION RECOVERY (1972)
 FC1247
 FC1247'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1247'RECOVERED IN GOOD CONDITION.
 FC1247
 FC1247                          STATION RECOVERY (1983)
 FC1247
 FC1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1247'RECOVERED IN GOOD CONDITION.
 FC1247
 FC1247                          STATION RECOVERY (1996)
 FC1247
 FC1247'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1295 ***********************************************************************
 FC1295  DESIGNATION -  G 246
 FC1295  PID         -  FC1295
 FC1295  STATE/COUNTY-  TN/MARION
 FC1295  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1295
 FC1295                         *CURRENT SURVEY CONTROL
 FC1295  ___________________________________________________________________
 FC1295* NAD 83(1986)-  35 02 14.     (N)    085 41 31.     (W)     SCALED    
 FC1295* NAVD 88     -       190.105  (meters)     623.70   (feet)  ADJUSTED  
 FC1295  ___________________________________________________________________
 FC1295  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 FC1295  DYNAMIC HT  -         189.919 (meters)     623.09  (feet)  COMP
 FC1295  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FC1295
 FC1295  VERT ORDER  -  SECOND    CLASS 0
 FC1295
 FC1295.The horizontal coordinates were scaled from a topographic map and have
 FC1295.an estimated accuracy of +/- 6 seconds.
 FC1295
 FC1295.The orthometric height was determined by differential leveling
 FC1295.and adjusted by the National Geodetic Survey in June 1991..
 FC1295
 FC1295.The geoid height was determined by GEOID03.
 FC1295
 FC1295.The dynamic height is computed by dividing the NAVD 88
 FC1295.geopotential number by the normal gravity value computed on the
 FC1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1295.degrees latitude (g = 980.6199 gals.).
 FC1295
 FC1295.The modeled gravity was interpolated from observed gravity values.
 FC1295
 FC1295;                    North         East    Units  Estimated Accuracy
 FC1295;SPC TN       -    78,140.      628,110.      MT  (+/- 180 meters Scaled)
 FC1295
 FC1295                          SUPERSEDED SURVEY CONTROL
 FC1295
 FC1295  NGVD 29 (??/??/92)  190.109  (m)          623.72   (f) ADJ UNCH    2 0
 FC1295
 FC1295.Superseded values are not recommended for survey control.
 FC1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1295.See file dsdata.txt to determine how the superseded data were derived.
 FC1295
 FC1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD193779(NAD 83)
 FC1295_MARKER: DB = BENCH MARK DISK
 FC1295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1295_SP_SET: BRIDGE
 FC1295_STAMPING: G 246 1962
 FC1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1295
 FC1295  HISTORY     - Date     Condition        Report By
 FC1295  HISTORY     - 1962     MONUMENTED       CGS
 FC1295
 FC1295                          STATION DESCRIPTION
 FC1295
 FC1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1295'0.5 MI SW FROM DIXIE LEE.
 FC1295'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1295'AND STATE ROUTES 2-27 IN DIXIE LEE GO SOUTHWEST ON U.S. HIGHWAY
 FC1295'72 FOR 0.5 MILES TO THE MARK SET IN THE SOUTHWEST WINGWALL OF
 FC1295'A BRIDGE OVER BATTLE CREEK, 18.0 FEET NORTHWEST OF THE CENTER
 FC1295'OF U.S. HIGHWAY 72, 3.0 FEET NORTH OF THE NORTH END OF METAL
 FC1295'GUARDRAIL.  A STANDARD DISK DRILLED IN A CONCRETE BRIDGE AND
 FC1295'ABOUT LEVEL WITH THE TOP OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1813 ***********************************************************************
 GA1813  DESIGNATION -  G 247
 GA1813  PID         -  GA1813
 GA1813  STATE/COUNTY-  TN/HAMBLEN
 GA1813  USGS QUAD   -  TALBOTT (1980)
 GA1813
 GA1813                         *CURRENT SURVEY CONTROL
 GA1813  ___________________________________________________________________
 GA1813* NAD 83(1995)-  36 10 14.92985(N)    083 24 12.52879(W)     ADJUSTED  
 GA1813* NAVD 88     -       407.521  (meters)    1337.01   (feet)  ADJUSTED  
 GA1813  ___________________________________________________________________
 GA1813  X           -     592,205.962 (meters)                     COMP
 GA1813  Y           -  -5,121,010.934 (meters)                     COMP
 GA1813  Z           -   3,743,731.078 (meters)                     COMP
 GA1813  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GA1813  ELLIP HEIGHT-         376.56  (meters)          (08/29/02) GPS OBS
 GA1813  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA1813  DYNAMIC HT  -         407.146 (meters)    1335.78  (feet)  COMP
 GA1813  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GA1813
 GA1813  HORZ ORDER  -  FIRST
 GA1813  VERT ORDER  -  FIRST     CLASS I
 GA1813  ELLP ORDER  -  FIRST     CLASS II
 GA1813
 GA1813.The horizontal coordinates were established by GPS observations
 GA1813.and adjusted by the National Geodetic Survey in June 2002..
 GA1813
 GA1813.The orthometric height was determined by differential leveling
 GA1813.and adjusted by the National Geodetic Survey in June 1991..
 GA1813
 GA1813.Photographs are available for this station.
 GA1813
 GA1813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1813
 GA1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1813
 GA1813.The ellipsoidal height was determined by GPS observations
 GA1813.and is referenced to NAD 83.
 GA1813
 GA1813.The geoid height was determined by GEOID03.
 GA1813
 GA1813.The dynamic height is computed by dividing the NAVD 88
 GA1813.geopotential number by the normal gravity value computed on the
 GA1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1813.degrees latitude (g = 980.6199 gals.).
 GA1813
 GA1813.The modeled gravity was interpolated from observed gravity values.
 GA1813
 GA1813;                    North         East     Units Scale Factor Converg.
 GA1813;SPC TN       -   206,966.852   833,570.460   MT  0.99996562   +1 31 12.4
 GA1813;SPC TN       -   679,023.75  2,734,805.75   sFT  0.99996562   +1 31 12.4
 GA1813;UTM  17      - 4,005,571.357   283,828.748   MT  1.00017581   -1 25 08.7
 GA1813
 GA1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1813!SPC TN       -   0.99994090  x   0.99996562  =   0.99990653
 GA1813!UTM  17      -   0.99994090  x   1.00017581  =   1.00011670
 GA1813
 GA1813                          SUPERSEDED SURVEY CONTROL
 GA1813
 GA1813  ELLIP H (06/06/02)  376.55   (m)                       GP(       ) 1 2
 GA1813  NAVD 88 (06/06/02)  407.52   (m)         1337.0    (f) LEVELING    3  
 GA1813  NGVD 29 (??/??/92)  407.649  (m)         1337.43   (f) ADJ UNCH    1 1
 GA1813
 GA1813.Superseded values are not recommended for survey control.
 GA1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1813.See file dsdata.txt to determine how the superseded data were derived.
 GA1813
 GA1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8382905571(NAD 83)
 GA1813_MARKER: DB = BENCH MARK DISK
 GA1813_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 GA1813_SP_SET: 16 FEET
 GA1813_STAMPING: G 247 1967
 GA1813_MARK LOGO: CGS   
 GA1813_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1813+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA1813
 GA1813  HISTORY     - Date     Condition        Report By
 GA1813  HISTORY     - 1967     MONUMENTED       CGS
 GA1813  HISTORY     - 20020118 GOOD             NGS
 GA1813  HISTORY     - 20020131 GOOD             NGS
 GA1813  HISTORY     - 20031010 GOOD             TNDT
 GA1813
 GA1813                          STATION DESCRIPTION
 GA1813
 GA1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1813'6.8 MI W FROM MORRISTOWN.
 GA1813'ABOUT 6.8 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1813'AT MORRISTOWN, ABOUT 0.9 MILE WEST OF THE ALPHA SCHOOL, ABOUT 0.1
 GA1813'MILE SOUTHWEST OF THE JUNCTION OF A DRIVEWAY, 95 FEET EAST OF
 GA1813'THE CENTER OF THE JUNCTION OF A BLACK TOPPED DRIVEWAY LEADING
 GA1813'NORTHWEST AND THE EASTBOUND LANE OF THE HIGHWAY, 57 FEET SOUTHEAST
 GA1813'OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 2 FEET
 GA1813'NORTHEAST OF TELEPHONE POLE NO. 3079, IN LINE WITH A ROW OF POLES,
 GA1813'1.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GA1813'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 GA1813'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 GA1813'BY A 4 INCH METAL PIPE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL OF
 GA1813'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 GA1813
 GA1813                          STATION RECOVERY (2002)
 GA1813
 GA1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1813''THIS STATION  IS LOCATED 6.8 MI W OF MORRISTOWN, 2 MILES WEST OF THE
 GA1813'MOORE-MURRELL
 GA1813'AIRPORT, ON THE SOUTH SIDE OF U.S. HIGHWAY 11E, AND IN THE HIGHWAY
 GA1813'RIGHT-OF-WAY.
 GA1813'OWNERSHIP--TENNESSE DEPARTMENT OF HIGHWAYS.
 GA1813' 
 GA1813'TO REACH THIS STATION FROM THE JUNCTION OF TENNESSEE HIGHWAY 160
 GA1813'BYPASS  AND U.S.
 GA1813'HIGHWAY  11E, GO WEST-SOUTHWEST ON U.S. HIGHWAY 11E FOR 0.8 MILES TO
 GA1813'STATION ON LEFT.
 GA1813' 
 GA1813'THE STATION IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD IN A 4
 GA1813'INCH METAL PIPE
 GA1813'PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS  ABOUT 0.1 MILE SOUTHWEST
 GA1813'OF THE JUNCTION OF
 GA1813'A DRIVEWAY, 95 FEET EAST OF THE CENTER OF THE JUNCTION OF A BLACK
 GA1813'TOPPED DRIVEWAY
 GA1813'LEADING NORTHWEST AND THE EASTBOUND LANE OF THE HIGHWAY, 57 FEET
 GA1813'SOUTHEAST OF THE
 GA1813'CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 2 FEET NORTHEAST OF
 GA1813'TELEPHONE
 GA1813'POLE NO. 3079, IN LINE WITH A ROW OF POLES,  1.1 FEET SOUTHWEST OF A
 GA1813'METAL WITNESS POST,
 GA1813'AND ABOUT LEVEL WITH THE HIGHWAY.
 GA1813' 
 GA1813'THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 GA1813' 
 GA1813' 
 GA1813' 
 GA1813'
 GA1813
 GA1813                          STATION RECOVERY (2002)
 GA1813
 GA1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1813''THIS STATION  IS LOCATED 6.8 MI W OF MORRISTOWN, 2 MI WEST OF TGHE
 GA1813'MOORE-MURRELL
 GA1813'AIRPORT, ON THE SOUTH SIDE OF U.S. HIGHWAY 11E, AND IN THE HIGHWAY
 GA1813'RIGHT-OF-WAY.
 GA1813'OWNERSHIP--TENNESSE DEPARTMENT OF HIGHWAYS.
 GA1813' 
 GA1813'TO REACH FROM THE JUNCTION OF TENNESSEE HIGHWAY 160 BYPASS  AND U.S.
 GA1813'HIGHWAY  11E, GO
 GA1813'WEST-SOUTHWEST ON U.S. HIGHWAY 11E FOR 0.8 MILE TO STATION ON LEFT.
 GA1813' 
 GA1813'THE STATION IS A DISK ATOP A COPPER COATED STEEL ROD IN A 4 INCH METAL
 GA1813'PIPE PROJECTING 5
 GA1813'INCHES ABOVE THE GROUND.  IT IS  ABOUT 0.1 MILE SOUTHWEST OF THE
 GA1813'JUNCTION OF A DRIVEWAY,
 GA1813'95 FEET EAST OF THE CENTER OF THE JUNCTION OF A BLACK TOPPED DRIVEWAY
 GA1813'LEADING
 GA1813'NORTHWEST AND THE EASTBOUND LANE OF THE HIGHWAY, 57 FEET SOUTHEAST OF
 GA1813'THE CENTER
 GA1813'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 2 FEET NORTHEAST OF
 GA1813'TELEPHONE POLE NO. 3079,
 GA1813'IN LINE WITH A ROW OF POLES, 1.1 FEET SOUTHWEST OF A METAL WITNESS
 GA1813'POST,  AND ABOUT LEVEL
 GA1813'WITH THE HIGHWAY. THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 GA1813' 
 GA1813' 
 GA1813' 
 GA1813' 
 GA1813' 
 GA1813'
 GA1813
 GA1813                          STATION RECOVERY (2003)
 GA1813
 GA1813'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA1813'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2216 ***********************************************************************
 GA2216  DESIGNATION -  G 248
 GA2216  PID         -  GA2216
 GA2216  STATE/COUNTY-  TN/KNOX
 GA2216  USGS QUAD   -  MASCOT (1987)
 GA2216
 GA2216                         *CURRENT SURVEY CONTROL
 GA2216  ___________________________________________________________________
 GA2216* NAD 83(1986)-  36 03 57.     (N)    083 43 52.     (W)     SCALED    
 GA2216* NAVD 88     -       276.366  (meters)     906.71   (feet)  ADJUSTED  
 GA2216  ___________________________________________________________________
 GA2216  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2216  DYNAMIC HT  -         276.113 (meters)     905.88  (feet)  COMP
 GA2216  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 GA2216
 GA2216  VERT ORDER  -  FIRST     CLASS I
 GA2216
 GA2216.The horizontal coordinates were scaled from a topographic map and have
 GA2216.an estimated accuracy of +/- 6 seconds.
 GA2216
 GA2216.The orthometric height was determined by differential leveling
 GA2216.and adjusted by the National Geodetic Survey in June 1991..
 GA2216
 GA2216.The geoid height was determined by GEOID03.
 GA2216
 GA2216.The dynamic height is computed by dividing the NAVD 88
 GA2216.geopotential number by the normal gravity value computed on the
 GA2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2216.degrees latitude (g = 980.6199 gals.).
 GA2216
 GA2216.The modeled gravity was interpolated from observed gravity values.
 GA2216
 GA2216;                    North         East    Units  Estimated Accuracy
 GA2216;SPC TN       -   194,590.      804,370.      MT  (+/- 180 meters Scaled)
 GA2216
 GA2216                          SUPERSEDED SURVEY CONTROL
 GA2216
 GA2216  NGVD 29 (??/??/92)  276.495  (m)          907.13   (f) ADJ UNCH    1 1
 GA2216
 GA2216.Superseded values are not recommended for survey control.
 GA2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2216.See file dsdata.txt to determine how the superseded data were derived.
 GA2216
 GA2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV540947(NAD 83)
 GA2216_MARKER: DB = BENCH MARK DISK
 GA2216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2216_SP_SET: CULVERT
 GA2216_STAMPING: G 248 1967
 GA2216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2216
 GA2216  HISTORY     - Date     Condition        Report By
 GA2216  HISTORY     - 1967     MONUMENTED       CGS
 GA2216
 GA2216                          STATION DESCRIPTION
 GA2216
 GA2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2216'0.4 MI E FROM MASCOT.
 GA2216'ABOUT 0.4 MILE EAST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2216'CHURCH AT MASCOT, ABOUT 0.25 MILE EAST OF A Y JUNCTION, SET ON
 GA2216'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A
 GA2216'6-FOOT BOX CULVERT, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD
 GA2216'AND 3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2360 ***********************************************************************
 GA2360  DESIGNATION -  G 249
 GA2360  PID         -  GA2360
 GA2360  STATE/COUNTY-  TN/KNOX
 GA2360  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2360
 GA2360                         *CURRENT SURVEY CONTROL
 GA2360  ___________________________________________________________________
 GA2360* NAD 83(1995)-  36 00 06.90257(N)    083 57 21.58973(W)     ADJUSTED  
 GA2360* NAVD 88     -       308.892  (meters)    1013.42   (feet)  ADJUSTED  
 GA2360  ___________________________________________________________________
 GA2360  X           -     543,950.010 (meters)                     COMP
 GA2360  Y           -  -5,137,382.129 (meters)                     COMP
 GA2360  Z           -   3,728,527.328 (meters)                     COMP
 GA2360  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GA2360  ELLIP HEIGHT-         278.21  (meters)          (07/11/02) GPS OBS
 GA2360  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2360  DYNAMIC HT  -         308.604 (meters)    1012.48  (feet)  COMP
 GA2360  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 GA2360
 GA2360  HORZ ORDER  -  FIRST
 GA2360  VERT ORDER  -  FIRST     CLASS I
 GA2360  ELLP ORDER  -  FIRST     CLASS II
 GA2360
 GA2360.The horizontal coordinates were established by GPS observations
 GA2360.and adjusted by the National Geodetic Survey in July 2002..
 GA2360
 GA2360.The orthometric height was determined by differential leveling
 GA2360.and adjusted by the National Geodetic Survey in June 1991..
 GA2360
 GA2360.Photographs are available for this station.
 GA2360
 GA2360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA2360
 GA2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2360
 GA2360.The ellipsoidal height was determined by GPS observations
 GA2360.and is referenced to NAD 83.
 GA2360
 GA2360.The geoid height was determined by GEOID03.
 GA2360
 GA2360.The dynamic height is computed by dividing the NAVD 88
 GA2360.geopotential number by the normal gravity value computed on the
 GA2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2360.degrees latitude (g = 980.6199 gals.).
 GA2360
 GA2360.The modeled gravity was interpolated from observed gravity values.
 GA2360
 GA2360;                    North         East     Units Scale Factor Converg.
 GA2360;SPC TN       -   187,052.504   784,268.256   MT  0.99995268   +1 11 47.9
 GA2360;SPC TN       -   613,688.09  2,573,053.44   sFT  0.99995268   +1 11 47.9
 GA2360;UTM  17      - 3,988,203.395   233,552.629   MT  1.00047487   -1 44 18.9
 GA2360;UTM  16      - 3,988,447.840   774,382.310   MT  1.00052777   +1 47 25.5
 GA2360
 GA2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2360!SPC TN       -   0.99995634  x   0.99995268  =   0.99990902
 GA2360!UTM  17      -   0.99995634  x   1.00047487  =   1.00043119
 GA2360!UTM  16      -   0.99995634  x   1.00052777  =   1.00048408
 GA2360
 GA2360                          SUPERSEDED SURVEY CONTROL
 GA2360
 GA2360  NAVD 88 (07/11/02)  308.89   (m)         1013.4    (f) LEVELING    3  
 GA2360  NGVD 29 (??/??/92)  309.014  (m)         1013.82   (f) ADJ UNCH    1 1
 GA2360
 GA2360.Superseded values are not recommended for survey control.
 GA2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2360.See file dsdata.txt to determine how the superseded data were derived.
 GA2360
 GA2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3355388203(NAD 83)
 GA2360_MARKER: DB = BENCH MARK DISK
 GA2360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2360_SP_SET: OVERPASS
 GA2360_STAMPING: G 249 1967
 GA2360_MARK LOGO: CGS   
 GA2360_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2360+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 GA2360
 GA2360  HISTORY     - Date     Condition        Report By
 GA2360  HISTORY     - 1967     MONUMENTED       CGS
 GA2360  HISTORY     - 1982     GOOD             LOCENG
 GA2360  HISTORY     - 20020210 GOOD             NGS
 GA2360  HISTORY     - 20041214 GOOD             INDIV
 GA2360  HISTORY     - 20060731 GOOD             CAS
 GA2360
 GA2360                          STATION DESCRIPTION
 GA2360
 GA2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2360'3.3 MI NW FROM KNOXVILLE.
 GA2360'ABOUT 3.3 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2360'STATION AT KNOXVILLE, ABOUT 0.15 MILE NORTHWEST OF MILEPOST 3,
 GA2360'SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF RAILWAY
 GA2360'OVERPASS OVER DUTCH VALLEY ROAD AND A NEW PROPOSED FOUR LANE
 GA2360'HIGHWAY, 9.5 FEET EAST OF THE EAST RAIL AND ABOUT 1 1/2 FEET
 GA2360'BELOW THE LEVEL OF THE TRACK.
 GA2360
 GA2360                          STATION RECOVERY (1982)
 GA2360
 GA2360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2360'RECOVERED IN GOOD CONDITION.
 GA2360
 GA2360                          STATION RECOVERY (2002)
 GA2360
 GA2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA2360'THE STATION IS LOCATED NEAR THE NORTHWEST SIDE OF KNOXVILLE, ABOUT 0.2
 GA2360'MI. NORTHEAST OF
 GA2360'THE JUNCTION OF INTERSTATE HIGHWAYS 75, 275 AND 640, NEAR THE
 GA2360'SOUTHEAST END OF THE
 GA2360'RAILROAD OVERPASS OVER HIGHWAY 640 AND ABOUT 25 M HIGHER THAN THE
 GA2360'HIGHWAY,  IN THE
 GA2360'EAST QUADRANT OF THE JUNCTION ON INTERSTATE HIGHWAY 640 AND THE
 GA2360'SOUTHERN RAILWAY
 GA2360'RAILROAD TRACKS, AND ADJACENT TO A FOREIGN CAR PARTS DEALER.
 GA2360'OWNERSHIP--SOUTHERN
 GA2360'RAILWAY.
 GA2360'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 75
 GA2360'AND MERCHANT
 GA2360'DRIVE (EXIT 108), GO EAST ON MERCHANT DRIVE FOR 0.1 MI TO A PAVED
 GA2360'CROSSROAD.  TURN RIGHT,
 GA2360'SOUTHEAST, (THEN TURNING NORTHEAST), ON CENTRAL AVENUE FOR  1.2 MI TO
 GA2360'A PAVED
 GA2360'CROSSROAD AT AN OVERPASS.  TURN RIGHT, SOUTHERLY, CROSSING OVER
 GA2360'HIGHWAY 640 ON BRUHIN
 GA2360'ROAD NORTHEAST FOR 0.2 MI TO A PAVED ROAD RIGHT.  TURN RIGHT,
 GA2360'NORTHWEST AND DOWNHILL
 GA2360'ON THE ROAD FOR 0.05 MI.TO THE NORTHWEST CORNER OF A PAVED PARKING LOT
 GA2360'TO THE STATION
 GA2360'ON THE RIGHT.
 GA2360'THE STATION IS SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 GA2360'A RAILROAD
 GA2360'OVERPASS ABOUT 90 M LONG.  IT IS 9.5 FT NORTHEAST OF AND ABOUT 1.5 FT
 GA2360'LOWER THAN THE EAST
 GA2360'RAIL OF THE TRACKS, 0.3 FT NORTHEAST OF THE SOUTHEAST END OF THE
 GA2360'ABUTMENT, 0.5 FT
 GA2360'NORTHWEST OF THE WEST END OF A CHAIN LINK FENCE, AND 0.5 FT NORTHEAST
 GA2360'OF A STEEL PIPE
 GA2360'FENCE.
 GA2360' 
 GA2360'
 GA2360
 GA2360                          STATION RECOVERY (2004)
 GA2360
 GA2360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RSL)
 GA2360'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE
 GA2360
 GA2360                          STATION RECOVERY (2006)
 GA2360
 GA2360'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 GA2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1426 ***********************************************************************
 GC1426  DESIGNATION -  G 25
 GC1426  PID         -  GC1426
 GC1426  STATE/COUNTY-  TN/MONTGOMERY
 GC1426  USGS QUAD   -  PALMYRA (1983)
 GC1426
 GC1426                         *CURRENT SURVEY CONTROL
 GC1426  ___________________________________________________________________
 GC1426* NAD 83(1986)-  36 27 20.     (N)    087 26 58.     (W)     SCALED    
 GC1426* NAVD 88     -       116.944  (meters)     383.67   (feet)  ADJUSTED  
 GC1426  ___________________________________________________________________
 GC1426  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC1426  DYNAMIC HT  -         116.845 (meters)     383.35  (feet)  COMP
 GC1426  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GC1426
 GC1426  VERT ORDER  -  SECOND    CLASS 0
 GC1426
 GC1426.The horizontal coordinates were scaled from a topographic map and have
 GC1426.an estimated accuracy of +/- 6 seconds.
 GC1426
 GC1426.The orthometric height was determined by differential leveling
 GC1426.and adjusted by the National Geodetic Survey in June 1991..
 GC1426
 GC1426.The geoid height was determined by GEOID03.
 GC1426
 GC1426.The dynamic height is computed by dividing the NAVD 88
 GC1426.geopotential number by the normal gravity value computed on the
 GC1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1426.degrees latitude (g = 980.6199 gals.).
 GC1426
 GC1426.The modeled gravity was interpolated from observed gravity values.
 GC1426
 GC1426;                    North         East    Units  Estimated Accuracy
 GC1426;SPC TN       -   236,430.      470,070.      MT  (+/- 180 meters Scaled)
 GC1426
 GC1426                          SUPERSEDED SURVEY CONTROL
 GC1426
 GC1426  NGVD 29 (??/??/92)  117.004  (m)          383.87   (f) ADJ UNCH    2 0
 GC1426
 GC1426.Superseded values are not recommended for survey control.
 GC1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1426.See file dsdata.txt to determine how the superseded data were derived.
 GC1426
 GC1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF597345(NAD 83)
 GC1426_MARKER: DB = BENCH MARK DISK
 GC1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1426_STAMPING: G 25 1934
 GC1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1426+STABILITY: SURFACE MOTION
 GC1426
 GC1426  HISTORY     - Date     Condition        Report By
 GC1426  HISTORY     - 1934     MONUMENTED       CGS
 GC1426
 GC1426                          STATION DESCRIPTION
 GC1426
 GC1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1426'2.5 MI NE FROM PALMYRA.
 GC1426'2.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1426'FROM PALMYRA, MONTGOMERY COUNTY, 500 YARDS SOUTHWEST OF MILEPOST
 GC1426'186, 55 YARDS SOUTHWEST OF THE STATION AT HEMATITE, 9 YARDS
 GC1426'SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND 1 YARD
 GC1426'NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED G 25 1934 AND SET
 GC1426'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0867 ***********************************************************************
 GB0867  DESIGNATION -  G 250
 GB0867  PID         -  GB0867
 GB0867  STATE/COUNTY-  TN/MORGAN
 GB0867  USGS QUAD   -  LANCING (1984)
 GB0867
 GB0867                         *CURRENT SURVEY CONTROL
 GB0867  ___________________________________________________________________
 GB0867* NAD 83(1986)-  36 05 46.     (N)    084 38 04.     (W)     SCALED    
 GB0867* NAVD 88     -       322.040  (meters)    1056.56   (feet)  ADJUSTED  
 GB0867  ___________________________________________________________________
 GB0867  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB0867  DYNAMIC HT  -         321.751 (meters)    1055.61  (feet)  COMP
 GB0867  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0867
 GB0867  VERT ORDER  -  FIRST     CLASS I
 GB0867
 GB0867.The horizontal coordinates were scaled from a topographic map and have
 GB0867.an estimated accuracy of +/- 6 seconds.
 GB0867
 GB0867.The orthometric height was determined by differential leveling
 GB0867.and adjusted by the National Geodetic Survey in June 1991..
 GB0867
 GB0867.The geoid height was determined by GEOID03.
 GB0867
 GB0867.The dynamic height is computed by dividing the NAVD 88
 GB0867.geopotential number by the normal gravity value computed on the
 GB0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0867.degrees latitude (g = 980.6199 gals.).
 GB0867
 GB0867.The modeled gravity was interpolated from observed gravity values.
 GB0867
 GB0867;                    North         East    Units  Estimated Accuracy
 GB0867;SPC TN       -   196,440.      722,970.      MT  (+/- 180 meters Scaled)
 GB0867
 GB0867                          SUPERSEDED SURVEY CONTROL
 GB0867
 GB0867  NGVD 29 (??/??/92)  322.156  (m)         1056.94   (f) ADJ UNCH    1 1
 GB0867
 GB0867.Superseded values are not recommended for survey control.
 GB0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0867.See file dsdata.txt to determine how the superseded data were derived.
 GB0867
 GB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE129972(NAD 83)
 GB0867_MARKER: DB = BENCH MARK DISK
 GB0867_SETTING: 66 = SET IN ROCK OUTCROP
 GB0867_SP_SET: ROCK CUT
 GB0867_STAMPING: G 250 1968
 GB0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0867+STABILITY: POSITION/ELEVATION WELL
 GB0867
 GB0867  HISTORY     - Date     Condition        Report By
 GB0867  HISTORY     - 1968     MONUMENTED       CGS
 GB0867
 GB0867                          STATION DESCRIPTION
 GB0867
 GB0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0867'2.2 MI S FROM LANCING.
 GB0867'ABOUT 2.25 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0867'AT LANCING, ON THE INSIDE OF A CURVE IN THE TRACK, 16 TELEPHONE
 GB0867'POLES SOUTH OF MILEPOST 243, SET IN THE TOP OF THE EAST EDGE OF A
 GB0867'LEDGE ON THE WEST ROCK WALL OF A CUT FOR THE RAILROAD, 13 FEET
 GB0867'WEST OF THE WEST RAIL, 4.8 FEET NORTH OF AN 8-INCH TRIANGLE
 GB0867'INSCRIBED IN THE EAST FACE OF THE WEST WALL OF THE CUT, 24 FEET
 GB0867'SOUTHEAST OF A TELEPHONE POLE, AND ABOUT 4 FEET ABOVE THE LEVEL
 GB0867'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1032 ***********************************************************************
 GD1032  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1032  DESIGNATION -  G 251
 GD1032  PID         -  GD1032
 GD1032  STATE/COUNTY-  TN/LAKE
 GD1032  USGS QUAD   -  TENNEMO (1983)
 GD1032
 GD1032                         *CURRENT SURVEY CONTROL
 GD1032  ___________________________________________________________________
 GD1032* NAD 83(1995)-  36 13 50.43480(N)    089 30 29.18948(W)     ADJUSTED  
 GD1032* NAVD 88     -        86.22   (meters)     282.9    (feet)  GPS OBS   
 GD1032  ___________________________________________________________________
 GD1032  X           -      44,221.116 (meters)                     COMP
 GD1032  Y           -  -5,150,768.942 (meters)                     COMP
 GD1032  Z           -   3,748,903.200 (meters)                     COMP
 GD1032  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 GD1032  ELLIP HEIGHT-          57.83  (meters)          (05/31/05) GPS OBS
 GD1032  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1032  DYNAMIC HT  -          86.15  (meters)     282.6   (feet)  COMP
 GD1032  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 GD1032
 GD1032  HORZ ORDER  -  FIRST
 GD1032  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1032  ELLP ORDER  -  FOURTH    CLASS II
 GD1032
 GD1032.The horizontal coordinates were established by GPS observations
 GD1032.and adjusted by the National Geodetic Survey in May 2005..
 GD1032
 GD1032.The orthometric height was determined by GPS observations and a
 GD1032.high-resolution geoid model using precise GPS observation and
 GD1032.processing techniques. It supersedes the leveled height previously
 GD1032.determined for this station.
 GD1032.The vertical order pertains to the first NAVD 88 superseded value.
 GD1032
 GD1032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1032
 GD1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1032
 GD1032.The ellipsoidal height was determined by GPS observations
 GD1032.and is referenced to NAD 83.
 GD1032
 GD1032.The geoid height was determined by GEOID03.
 GD1032
 GD1032.The dynamic height is computed by dividing the NAVD 88
 GD1032.geopotential number by the normal gravity value computed on the
 GD1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1032.degrees latitude (g = 980.6199 gals.).
 GD1032
 GD1032.The modeled gravity was interpolated from observed gravity values.
 GD1032
 GD1032;                    North         East     Units Scale Factor Converg.
 GD1032;SPC TN       -   216,162.249   284,696.025   MT  0.99997229   -2 03 13.6
 GD1032;SPC TN       -   709,192.31    934,040.21   sFT  0.99997229   -2 03 13.6
 GD1032;UTM  16      - 4,012,451.388   274,588.439   MT  1.00022609   -1 28 58.8
 GD1032
 GD1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1032!SPC TN       -   0.99999092  x   0.99997229  =   0.99996321
 GD1032!UTM  16      -   0.99999092  x   1.00022609  =   1.00021701
 GD1032
 GD1032                          SUPERSEDED SURVEY CONTROL
 GD1032
 GD1032  NAVD 88 (06/15/91)   86.163  (m)          282.69   (f) ADJUSTED    1 1
 GD1032  NGVD 29 (??/??/??)   86.084  (m)          282.43   (f) ADJUSTED    1 1
 GD1032
 GD1032.Superseded values are not recommended for survey control.
 GD1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1032.See file dsdata.txt to determine how the superseded data were derived.
 GD1032
 GD1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7458812451(NAD 83)
 GD1032_MARKER: DB = BENCH MARK DISK
 GD1032_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1032+WITH SETTING: INTO GROUND
 GD1032_SP_SET: METAL ROD WITH BASE PLATE
 GD1032_STAMPING: G 251 1976
 GD1032_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1032+STABILITY: SURFACE MOTION
 GD1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1032+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1032
 GD1032  HISTORY     - Date     Condition        Report By
 GD1032  HISTORY     - 1976     MONUMENTED       NGS
 GD1032  HISTORY     - 20020720 GOOD             USACE
 GD1032  HISTORY     - 20030709 GOOD             EMCINC
 GD1032
 GD1032                          STATION DESCRIPTION
 GD1032
 GD1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1032'4.7 MI SW FROM RIDGELY.
 GD1032'2.0 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY HIGH-
 GD1032'WAY COMMISION OFFICE BUILDING AT RIDGELY, THENCE 2.7 MILES WEST
 GD1032'ALONG STATE HIGHWAY 79, 35 FEET NORTHWEST OF THE CENTER OF
 GD1032'INTERSECTION OF STATE HIGHWAY 79 AND A PAVED ROAD, 30.5 FEET NORTH
 GD1032'OF THE CENTERLINE OF HIGHWAY, 21 FEET WEST OF THE CENTERLINE OF
 GD1032'A PAVED ROAD, AND 1.1 FOOT EAST OF A POWER POLE.
 GD1032
 GD1032                          STATION RECOVERY (2002)
 GD1032
 GD1032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1032'RECOVERED IN GOOD CONDITION.
 GD1032
 GD1032                          STATION RECOVERY (2003)
 GD1032
 GD1032'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1032'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0439 ***********************************************************************
 FC0439  DESIGNATION -  G 256
 FC0439  PID         -  FC0439
 FC0439  STATE/COUNTY-  TN/BRADLEY
 FC0439  USGS QUAD   -  MC DONALD (1976)
 FC0439
 FC0439                         *CURRENT SURVEY CONTROL
 FC0439  ___________________________________________________________________
 FC0439* NAD 83(1986)-  35 01 50.     (N)    084 55 42.     (W)     SCALED    
 FC0439* NAVD 88     -       266.526  (meters)     874.43   (feet)  ADJUSTED  
 FC0439  ___________________________________________________________________
 FC0439  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0439  DYNAMIC HT  -         266.259 (meters)     873.55  (feet)  COMP
 FC0439  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 FC0439
 FC0439  VERT ORDER  -  FIRST     CLASS I
 FC0439
 FC0439.The horizontal coordinates were scaled from a topographic map and have
 FC0439.an estimated accuracy of +/- 6 seconds.
 FC0439
 FC0439.The orthometric height was determined by differential leveling
 FC0439.and adjusted by the National Geodetic Survey in June 1991..
 FC0439
 FC0439.The geoid height was determined by GEOID03.
 FC0439
 FC0439.The dynamic height is computed by dividing the NAVD 88
 FC0439.geopotential number by the normal gravity value computed on the
 FC0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0439.degrees latitude (g = 980.6199 gals.).
 FC0439
 FC0439.The modeled gravity was interpolated from observed gravity values.
 FC0439
 FC0439;                    North         East    Units  Estimated Accuracy
 FC0439;SPC TN       -    77,890.      697,800.      MT  (+/- 180 meters Scaled)
 FC0439
 FC0439                          SUPERSEDED SURVEY CONTROL
 FC0439
 FC0439  NGVD 29 (??/??/92)  266.514  (m)          874.39   (f) ADJ UNCH    1 1
 FC0439
 FC0439.Superseded values are not recommended for survey control.
 FC0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0439.See file dsdata.txt to determine how the superseded data were derived.
 FC0439
 FC0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD889783(NAD 83)
 FC0439_MARKER: DB = BENCH MARK DISK
 FC0439_SETTING: 66 = SET IN ROCK OUTCROP
 FC0439_SP_SET: SET IN ROCK OUTCROP
 FC0439_STAMPING: G 256 1968
 FC0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0439+STABILITY: POSITION/ELEVATION WELL
 FC0439
 FC0439  HISTORY     - Date     Condition        Report By
 FC0439  HISTORY     - 1968     MONUMENTED       CGS
 FC0439
 FC0439                          STATION DESCRIPTION
 FC0439
 FC0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0439'9.2 MI SW FROM CLEVELAND.
 FC0439'ABOUT 9.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0439'STATION AT CLEVELAND, ABOUT 0.2 MILE NORTH OF A PRIVATE GRAVELED
 FC0439'ROAD CROSSING, SET IN THE TOP AND NEAR THE NORTH END OF A ROCK
 FC0439'THAT IS ABOUT 10 FEET LONG BY 5 FEET HIGH AND IS A PART OF A
 FC0439'LONG LOW CUT, 105 FEET SOUTH OF THE WEST END OF A 48-INCH PIPE
 FC0439'CULVERT UNDER THE TRACK, 21.6 FEET WEST OF THE WEST RAIL AND
 FC0439'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0418 ***********************************************************************
 FC0418  DESIGNATION -  G 257
 FC0418  PID         -  FC0418
 FC0418  STATE/COUNTY-  TN/MCMINN
 FC0418  USGS QUAD   -  CALHOUN (1980)
 FC0418
 FC0418                         *CURRENT SURVEY CONTROL
 FC0418  ___________________________________________________________________
 FC0418* NAD 83(1986)-  35 20 07.     (N)    084 43 31.     (W)     SCALED    
 FC0418* NAVD 88     -       245.776  (meters)     806.35   (feet)  ADJUSTED  
 FC0418  ___________________________________________________________________
 FC0418  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0418  DYNAMIC HT  -         245.536 (meters)     805.56  (feet)  COMP
 FC0418  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0418
 FC0418  VERT ORDER  -  FIRST     CLASS I
 FC0418
 FC0418.The horizontal coordinates were scaled from a topographic map and have
 FC0418.an estimated accuracy of +/- 6 seconds.
 FC0418
 FC0418.The orthometric height was determined by differential leveling
 FC0418.and adjusted by the National Geodetic Survey in June 1991..
 FC0418
 FC0418.The geoid height was determined by GEOID03.
 FC0418
 FC0418.The dynamic height is computed by dividing the NAVD 88
 FC0418.geopotential number by the normal gravity value computed on the
 FC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0418.degrees latitude (g = 980.6199 gals.).
 FC0418
 FC0418.The modeled gravity was interpolated from observed gravity values.
 FC0418
 FC0418;                    North         East    Units  Estimated Accuracy
 FC0418;SPC TN       -   111,920.      715,890.      MT  (+/- 180 meters Scaled)
 FC0418
 FC0418                          SUPERSEDED SURVEY CONTROL
 FC0418
 FC0418  NGVD 29 (??/??/92)  245.816  (m)          806.48   (f) ADJ UNCH    1 1
 FC0418
 FC0418.Superseded values are not recommended for survey control.
 FC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0418.See file dsdata.txt to determine how the superseded data were derived.
 FC0418
 FC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE067125(NAD 83)
 FC0418_MARKER: DB = BENCH MARK DISK
 FC0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0418_STAMPING: G 257 1968
 FC0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0418+STABILITY: SURFACE MOTION
 FC0418
 FC0418  HISTORY     - Date     Condition        Report By
 FC0418  HISTORY     - 1968     MONUMENTED       CGS
 FC0418
 FC0418                          STATION DESCRIPTION
 FC0418
 FC0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0418'3.4 MI NE FROM CALHOUN.
 FC0418'ABOUT 3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 FC0418'NORTHEAST END OF THE HIGHWAY BRIDGE OVER HIWASSEE RIVER AT
 FC0418'CALHOUN, ALSO ABOUT 3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11
 FC0418'FROM THE POST OFFICE AT RICEVILLE, ABOUT 0.5 MILE SOUTHWEST OF
 FC0418'A ROAD INTERSECTION AT SANFORD, ABOUT 70 YARDS NORTHEAST OF THE
 FC0418'JUNCTION OF A PRIVATE GRAVELED ROAD LEADING NORTHWEST TO A BRICK
 FC0418'HOUSE, 40 FEET NORTHWEST OF THE SOUTHERN RAILWAY, 34 1/2 FEET
 FC0418'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHEAST
 FC0418'OF THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY,
 FC0418'4 1/2 FEET NORTHEAST OF A TELEPHONE CABLE POLE, 1.2 FEET SOUTHWEST
 FC0418'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 FC0418'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FC0418'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0521 ***********************************************************************
 FC0521  DESIGNATION -  G 258
 FC0521  PID         -  FC0521
 FC0521  STATE/COUNTY-  TN/MCMINN
 FC0521  USGS QUAD   -  ATHENS (1990)
 FC0521
 FC0521                         *CURRENT SURVEY CONTROL
 FC0521  ___________________________________________________________________
 FC0521* NAD 83(1986)-  35 28 29.     (N)    084 35 54.     (W)     SCALED    
 FC0521* NAVD 88     -       283.872  (meters)     931.34   (feet)  ADJUSTED  
 FC0521  ___________________________________________________________________
 FC0521  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0521  DYNAMIC HT  -         283.595 (meters)     930.43  (feet)  COMP
 FC0521  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 FC0521
 FC0521  VERT ORDER  -  FIRST     CLASS I
 FC0521
 FC0521.The horizontal coordinates were scaled from a topographic map and have
 FC0521.an estimated accuracy of +/- 6 seconds.
 FC0521
 FC0521.The orthometric height was determined by differential leveling
 FC0521.and adjusted by the National Geodetic Survey in June 1991..
 FC0521
 FC0521.The geoid height was determined by GEOID03.
 FC0521
 FC0521.The dynamic height is computed by dividing the NAVD 88
 FC0521.geopotential number by the normal gravity value computed on the
 FC0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0521.degrees latitude (g = 980.6199 gals.).
 FC0521
 FC0521.The modeled gravity was interpolated from observed gravity values.
 FC0521
 FC0521;                    North         East    Units  Estimated Accuracy
 FC0521;SPC TN       -   127,550.      727,200.      MT  (+/- 180 meters Scaled)
 FC0521
 FC0521                          SUPERSEDED SURVEY CONTROL
 FC0521
 FC0521  NGVD 29 (??/??/92)  283.928  (m)          931.52   (f) ADJ UNCH    1 1
 FC0521
 FC0521.Superseded values are not recommended for survey control.
 FC0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0521.See file dsdata.txt to determine how the superseded data were derived.
 FC0521
 FC0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE179283(NAD 83)
 FC0521_MARKER: DB = BENCH MARK DISK
 FC0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FC0521_SP_SET: 39 FEET
 FC0521_STAMPING: G 258 1968
 FC0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0521
 FC0521  HISTORY     - Date     Condition        Report By
 FC0521  HISTORY     - 1968     MONUMENTED       CGS
 FC0521
 FC0521                          STATION DESCRIPTION
 FC0521
 FC0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0521'2.2 MI NE FROM ATHENS.
 FC0521'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE INTERSECTION
 FC0521'OF STATE HIGHWAY 30 AT ATHENS, NEAR THE JUNCTION OF A NARROW
 FC0521'GRAVELED ROAD LEADING SOUTHEAST, 85 1/2 FEET SOUTHWEST OF THE
 FC0521'SOUTHEAST END OF A 36-INCH PIPE CULVERT UNDER THE HIGHWAY THAT IS
 FC0521'IN THE EXTENDED CENTER LINE OF THE SOUTHWEST DRIVE TO V.F.W. POST
 FC0521'5146, 48 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST
 FC0521'BOUND LANE OF THE HIGHWAY, 18 1/2 FEET NORTHEAST OF THE CENTER
 FC0521'LINE OF THE ROAD, 1.7 FEET NORTHEAST OF A 4-BY-4-INCH AND 2-FOOT
 FC0521'HIGH CONCRETE POST, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST,
 FC0521'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE
 FC0521'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE
 FC0521'LEVEL OF THE GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH
 FC0521'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 FC0521'DRIVEN TO REFUSAL AT A DEPTH OF 39 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0035 ***********************************************************************
 FC0035  DESIGNATION -  G 259
 FC0035  PID         -  FC0035
 FC0035  STATE/COUNTY-  TN/LOUDON
 FC0035  USGS QUAD   -  LOUDON (1984)
 FC0035
 FC0035                         *CURRENT SURVEY CONTROL
 FC0035  ___________________________________________________________________
 FC0035* NAD 83(1986)-  35 42 09.     (N)    084 22 27.     (W)     SCALED    
 FC0035* NAVD 88     -       268.145  (meters)     879.74   (feet)  ADJUSTED  
 FC0035  ___________________________________________________________________
 FC0035  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0035  DYNAMIC HT  -         267.889 (meters)     878.90  (feet)  COMP
 FC0035  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 FC0035
 FC0035  VERT ORDER  -  FIRST     CLASS I
 FC0035
 FC0035.The horizontal coordinates were scaled from a topographic map and have
 FC0035.an estimated accuracy of +/- 6 seconds.
 FC0035
 FC0035.The orthometric height was determined by differential leveling
 FC0035.and adjusted by the National Geodetic Survey in June 1991..
 FC0035
 FC0035.The geoid height was determined by GEOID03.
 FC0035
 FC0035.The dynamic height is computed by dividing the NAVD 88
 FC0035.geopotential number by the normal gravity value computed on the
 FC0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0035.degrees latitude (g = 980.6199 gals.).
 FC0035
 FC0035.The modeled gravity was interpolated from observed gravity values.
 FC0035
 FC0035;                    North         East    Units  Estimated Accuracy
 FC0035;SPC TN       -   153,130.      747,130.      MT  (+/- 180 meters Scaled)
 FC0035
 FC0035                          SUPERSEDED SURVEY CONTROL
 FC0035
 FC0035  NGVD 29 (??/??/92)  268.235  (m)          880.03   (f) ADJ UNCH    1 1
 FC0035
 FC0035.Superseded values are not recommended for survey control.
 FC0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0035.See file dsdata.txt to determine how the superseded data were derived.
 FC0035
 FC0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE375541(NAD 83)
 FC0035_MARKER: DB = BENCH MARK DISK
 FC0035_SETTING: 66 = SET IN ROCK OUTCROP
 FC0035_SP_SET: LEDGE
 FC0035_STAMPING: G 259 1968
 FC0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0035+STABILITY: POSITION/ELEVATION WELL
 FC0035
 FC0035  HISTORY     - Date     Condition        Report By
 FC0035  HISTORY     - 1968     MONUMENTED       CGS
 FC0035
 FC0035                          STATION DESCRIPTION
 FC0035
 FC0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0035'1.9 MI NE FROM PHILADELPHIA.
 FC0035'ABOUT 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SUNRISE
 FC0035'MOTEL AT PHILADELPHIA, ABOUT 0.1 MILE SOUTHWEST OF THE CENTER
 FC0035'OF A POWER LINE CROSSING, 140 FEET SOUTH OF AND ACROSS THE
 FC0035'HIGHWAY FROM THE SOUTH LEG OF THE FIRST STEEL POWER LINE TOWER
 FC0035'SOUTHWEST OF THE CROSSING AND NORTHWEST OF THE HIGHWAY, SET IN
 FC0035'THE TOP OF THE TOP LEDGE OF THE EXPOSED PART OF A ROCK THAT IS ABOUT
 FC0035'15 FEET LONG BY 2 FEET HIGH, 25 FEET SOUTHEAST OF THE CENTER LINE
 FC0035'OF THE HIGHWAY, 5 1/2 FEET NORTH OF A COMBINATION POWER AND
 FC0035'TELEPHONE CABLE POLE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 FC0035'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0266 ***********************************************************************
 GD0266  DESIGNATION -  G 26
 GD0266  PID         -  GD0266
 GD0266  STATE/COUNTY-  TN/BENTON
 GD0266  USGS QUAD   -  CAMDEN (1984)
 GD0266
 GD0266                         *CURRENT SURVEY CONTROL
 GD0266  ___________________________________________________________________
 GD0266* NAD 83(1986)-  36 02 21.     (N)    088 01 34.     (W)     SCALED    
 GD0266* NAVD 88     -       112.746  (meters)     369.90   (feet)  ADJUSTED  
 GD0266  ___________________________________________________________________
 GD0266  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD0266  DYNAMIC HT  -         112.651 (meters)     369.59  (feet)  COMP
 GD0266  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GD0266
 GD0266  VERT ORDER  -  SECOND    CLASS 0
 GD0266
 GD0266.The horizontal coordinates were scaled from a topographic map and have
 GD0266.an estimated accuracy of +/- 6 seconds.
 GD0266
 GD0266.The orthometric height was determined by differential leveling
 GD0266.and adjusted by the National Geodetic Survey in June 1991..
 GD0266
 GD0266.The geoid height was determined by GEOID03.
 GD0266
 GD0266.The dynamic height is computed by dividing the NAVD 88
 GD0266.geopotential number by the normal gravity value computed on the
 GD0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0266.degrees latitude (g = 980.6199 gals.).
 GD0266
 GD0266.The modeled gravity was interpolated from observed gravity values.
 GD0266
 GD0266;                    North         East    Units  Estimated Accuracy
 GD0266;SPC TN       -   191,150.      417,430.      MT  (+/- 180 meters Scaled)
 GD0266
 GD0266                          SUPERSEDED SURVEY CONTROL
 GD0266
 GD0266  NGVD 29 (??/??/??)  112.778  (m)          370.01   (f) ADJUSTED    2 0
 GD0266
 GD0266.Superseded values are not recommended for survey control.
 GD0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0266.See file dsdata.txt to determine how the superseded data were derived.
 GD0266
 GD0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE075887(NAD 83)
 GD0266_MARKER: DB = BENCH MARK DISK
 GD0266_SETTING: 0 = UNSPECIFIED SETTING
 GD0266_STAMPING: G 26 1934
 GD0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0266
 GD0266  HISTORY     - Date     Condition        Report By
 GD0266  HISTORY     - 1934     MONUMENTED       CGS
 GD0266  HISTORY     - 1955     GOOD             CGS
 GD0266  HISTORY     - 1971     GOOD             NGS
 GD0266
 GD0266                          STATION DESCRIPTION
 GD0266
 GD0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GD0266'2 MI W FROM EVA.
 GD0266'2.0 MILES WEST ALONG THE OLD NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0266'RAILWAY FROM THE OLD LOCATION OF STATION AT EVA, BENTON COUNTY,
 GD0266'4.0 MILES EAST OF CAMDEN VIA THE OLD RAILROAD, 20 FEET EAST OF
 GD0266'OLD PRIVATE ROAD CROSSING, 30 FEET NORTH OF OLD RAILROAD BED, 12
 GD0266'FEET SOUTH OF THE ROAD, AND 1 FOOT EAST OF A SIGN.  A STANDARD
 GD0266'DISK, STAMPED G 26 1934.  NOTE-- POST AND SIGN AT MONUMENT.
 GD0266'THIS MARK WAS REPORTED IN ACESSIBLE IN 1948.
 GD0266
 GD0266                          STATION RECOVERY (1971)
 GD0266
 GD0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0107 ***********************************************************************
 FC0107  DESIGNATION -  G 260
 FC0107  PID         -  FC0107
 FC0107  STATE/COUNTY-  TN/KNOX
 FC0107  USGS QUAD   -  BEARDEN (1990)
 FC0107
 FC0107                         *CURRENT SURVEY CONTROL
 FC0107  ___________________________________________________________________
 FC0107* NAD 83(1986)-  35 53 59.     (N)    084 03 18.     (W)     SCALED    
 FC0107* NAVD 88     -       283.871  (meters)     931.33   (feet)  ADJUSTED  
 FC0107  ___________________________________________________________________
 FC0107  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0107  DYNAMIC HT  -         283.606 (meters)     930.46  (feet)  COMP
 FC0107  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FC0107
 FC0107  VERT ORDER  -  FIRST     CLASS I
 FC0107
 FC0107.The horizontal coordinates were scaled from a topographic map and have
 FC0107.an estimated accuracy of +/- 6 seconds.
 FC0107
 FC0107.The orthometric height was determined by differential leveling
 FC0107.and adjusted by the National Geodetic Survey in June 1991..
 FC0107
 FC0107.The geoid height was determined by GEOID03.
 FC0107
 FC0107.The dynamic height is computed by dividing the NAVD 88
 FC0107.geopotential number by the normal gravity value computed on the
 FC0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0107.degrees latitude (g = 980.6199 gals.).
 FC0107
 FC0107.The modeled gravity was interpolated from observed gravity values.
 FC0107
 FC0107;                    North         East    Units  Estimated Accuracy
 FC0107;SPC TN       -   175,530.      775,570.      MT  (+/- 180 meters Scaled)
 FC0107
 FC0107                          SUPERSEDED SURVEY CONTROL
 FC0107
 FC0107  NGVD 29 (??/??/92)  284.005  (m)          931.77   (f) ADJ UNCH    1 1
 FC0107
 FC0107.Superseded values are not recommended for survey control.
 FC0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0107.See file dsdata.txt to determine how the superseded data were derived.
 FC0107
 FC0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE657768(NAD 83)
 FC0107_MARKER: DB = BENCH MARK DISK
 FC0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0107_SP_SET: CULVERT
 FC0107_STAMPING: G 260 1968
 FC0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0107
 FC0107  HISTORY     - Date     Condition        Report By
 FC0107  HISTORY     - 1968     MONUMENTED       CGS
 FC0107
 FC0107                          STATION DESCRIPTION
 FC0107
 FC0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0107'3.6 MI SW FROM BEARDEN.
 FC0107'ABOUT 3.65 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0107'RAILWAY OVERPASS OVER NORTH SHORE DRIVE AT BEARDEN, ABOUT 0.25 MILE
 FC0107'EAST OF MILEPOST 140, 50 1/2 FEET NORTHWEST OF THE CENTER OF THE
 FC0107'JUNCTION OF A BLACKTOP ROAD PARALLELING THE TRACK AND A DRIVE
 FC0107'LEADING SOUTH TO A LARGE TWO-STORIED FRAME HOUSE, SET IN THE TOP
 FC0107'OF THE EAST END OF THE SOUTH HEAD WALL OF A 3-FOOT STONE BOX
 FC0107'CULVERT UNDER THE TRACK, 14.5 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT
 FC0107'WEST OF THE EAST END OF THE HEAD WALL AND ABOUT 1 FOOT BELOW THE
 FC0107'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0354 ***********************************************************************
 FF0354  DESIGNATION -  G 261
 FF0354  PID         -  FF0354
 FF0354  STATE/COUNTY-  TN/SHELBY
 FF0354  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0354
 FF0354                         *CURRENT SURVEY CONTROL
 FF0354  ___________________________________________________________________
 FF0354* NAD 83(1986)-  35 09 10.     (N)    090 02 02.     (W)     SCALED    
 FF0354* NAVD 88     -        70.802  (meters)     232.29   (feet)  ADJUSTED  
 FF0354  ___________________________________________________________________
 FF0354  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0354  DYNAMIC HT  -          70.737 (meters)     232.08  (feet)  COMP
 FF0354  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 FF0354
 FF0354  VERT ORDER  -  FIRST     CLASS I
 FF0354
 FF0354.The horizontal coordinates were scaled from a topographic map and have
 FF0354.an estimated accuracy of +/- 6 seconds.
 FF0354
 FF0354.The orthometric height was determined by differential leveling
 FF0354.and adjusted by the National Geodetic Survey in June 1991..
 FF0354
 FF0354.The geoid height was determined by GEOID03.
 FF0354
 FF0354.The dynamic height is computed by dividing the NAVD 88
 FF0354.geopotential number by the normal gravity value computed on the
 FF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0354.degrees latitude (g = 980.6199 gals.).
 FF0354
 FF0354.The modeled gravity was interpolated from observed gravity values.
 FF0354
 FF0354;                    North         East    Units  Estimated Accuracy
 FF0354;SPC TN       -    98,490.      232,540.      MT  (+/- 180 meters Scaled)
 FF0354
 FF0354                          SUPERSEDED SURVEY CONTROL
 FF0354
 FF0354  NGVD 29 (??/??/??)   70.762  (m)          232.16   (f) ADJUSTED    1 1
 FF0354
 FF0354.Superseded values are not recommended for survey control.
 FF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0354.See file dsdata.txt to determine how the superseded data were derived.
 FF0354
 FF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU702940(NAD 83)
 FF0354_MARKER: DB = BENCH MARK DISK
 FF0354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0354_SP_SET: 48 FEET
 FF0354_STAMPING: G 261 1974
 FF0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0354
 FF0354  HISTORY     - Date     Condition        Report By
 FF0354  HISTORY     - 1974     MONUMENTED       NGS
 FF0354  HISTORY     - 1976     GOOD             NGS
 FF0354  HISTORY     - 19970505 POOR             TN1620
 FF0354
 FF0354                          STATION DESCRIPTION
 FF0354
 FF0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0354'AT MEMPHIS.
 FF0354'AT MEMPHIS, ABOUT 0.2 MILE SOUTH OF THE INTERSECTION OF NORTH
 FF0354'PARKWAY AND MANASSAS STREET, 74 FEET SOUTHWEST OF THE WEST END
 FF0354'OF THE SOUTH STEEL BANNISTER OF THE LOUISVILLE AND NASHVILLE
 FF0354'RAILROAD OVERPASS OVER MANASSAS STREET, 83.5 FEET WEST OF THE
 FF0354'CENTER LINE OF MANASSAS STREET, 46.6 FEET SOUTH OF THE SOUTH
 FF0354'RAIL OF MAIN TRACK, 32 FEET WEST OF THE NORTHEAST PIPE CORNER
 FF0354'POST IN CHAIN LINK FENCE AROUND CITY TRAFFIC ENGINEER SIGN SHOP,
 FF0354'36 FEET EAST OF A POWER POLE BEARDED YARD LIGHT AND 2
 FF0354'TRANSFORMERS, 0.6 FOOT NORTH OF A CHAIN LINK FENCE, 0.6 FOOT
 FF0354'SOUTH OF A METAL WITNESS POST, 6 1/2 FEET BELOW LEVEL OF RAILS
 FF0354'AND ON TOP OF A COPPER COATED STEEL ROD, FLUSH WITH THE GROUND
 FF0354'AND PROTECTED BY A 4-INCH IRON PIPE PROJECTING 2-INCHES.  ROD
 FF0354'WAS DRIVEN TO A DEPTH OF 48 FEET.
 FF0354
 FF0354                          STATION RECOVERY (1976)
 FF0354
 FF0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0354'RECOVERED IN GOOD CONDITION.
 FF0354
 FF0354                          STATION RECOVERY (1997)
 FF0354
 FF0354'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FF0354'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1350 ***********************************************************************
 FE1350  DESIGNATION -  G 262
 FE1350  PID         -  FE1350
 FE1350  STATE/COUNTY-  TN/TIPTON
 FE1350  USGS QUAD   -  MUNFORD (1983)
 FE1350
 FE1350                         *CURRENT SURVEY CONTROL
 FE1350  ___________________________________________________________________
 FE1350* NAD 83(1986)-  35 26 35.     (N)    089 47 00.     (W)     SCALED    
 FE1350* NAVD 88     -       133.796  (meters)     438.96   (feet)  ADJUSTED  
 FE1350  ___________________________________________________________________
 FE1350  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1350  DYNAMIC HT  -         133.678 (meters)     438.58  (feet)  COMP
 FE1350  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 FE1350
 FE1350  VERT ORDER  -  FIRST     CLASS I
 FE1350
 FE1350.The horizontal coordinates were scaled from a topographic map and have
 FE1350.an estimated accuracy of +/- 6 seconds.
 FE1350
 FE1350.The orthometric height was determined by differential leveling
 FE1350.and adjusted by the National Geodetic Survey in June 1991..
 FE1350
 FE1350.The geoid height was determined by GEOID03.
 FE1350
 FE1350.The dynamic height is computed by dividing the NAVD 88
 FE1350.geopotential number by the normal gravity value computed on the
 FE1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1350.degrees latitude (g = 980.6199 gals.).
 FE1350
 FE1350.The modeled gravity was interpolated from observed gravity values.
 FE1350
 FE1350;                    North         East    Units  Estimated Accuracy
 FE1350;SPC TN       -   129,760.      256,590.      MT  (+/- 180 meters Scaled)
 FE1350
 FE1350                          SUPERSEDED SURVEY CONTROL
 FE1350
 FE1350  NGVD 29 (??/??/??)  133.770  (m)          438.88   (f) ADJUSTED    1 1
 FE1350
 FE1350.Superseded values are not recommended for survey control.
 FE1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1350.See file dsdata.txt to determine how the superseded data were derived.
 FE1350
 FE1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE473257(NAD 83)
 FE1350_MARKER: DB = BENCH MARK DISK
 FE1350_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1350_SP_SET: 39 1/2 FEET
 FE1350_STAMPING: G 262 1974
 FE1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1350+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1350
 FE1350  HISTORY     - Date     Condition        Report By
 FE1350  HISTORY     - 1974     MONUMENTED       NGS
 FE1350  HISTORY     - 20021003 GOOD             USACE
 FE1350
 FE1350                          STATION DESCRIPTION
 FE1350
 FE1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1350'0.2 MI E FROM CROSSTOWN.
 FE1350'ABOUT 0.25 MILE EAST ALONG THE ATOKA-MUNFORD ROAD FROM THE
 FE1350'INTERSECTION WITH U.S. HIGHWAY 51 AT CROSSTOWN, ALSO ABOUT 0.35
 FE1350'MILE WEST OF THE ATOKA METHODIST CHURCH AT ATOKA, AT THE
 FE1350'SOUTHEAST CORNER OF CHAIN LINK FENCE SURROUNDING THE TENNESSEE
 FE1350'VALLEY AUTHORITY SUB STATION S-314, 80.5 FEET NORTH OF THE CENTER
 FE1350'LINE OF THE PAVED ROAD, 15.4 FEET EAST OF THE CENTER LINE OF A
 FE1350'CHAIN LINK GATE, 1 FOOT SOUTHWEST OF A PIPE CORNER POST, 0.8 FOOT
 FE1350'SOUTH OF THE CHAIN LINK FENCE AND ON TOP OF A COPPER COATED
 FE1350'STEEL ROD, 1-INCH BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 FE1350'PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT
 FE1350'39 1/2 FEET.
 FE1350
 FE1350                          STATION RECOVERY (2002)
 FE1350
 FE1350'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1350'PAVED ROAD IS NOW HWY 206.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1703 ***********************************************************************
 FE1703  DESIGNATION -  G 263
 FE1703  PID         -  FE1703
 FE1703  STATE/COUNTY-  TN/LAUDERDALE
 FE1703  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1703
 FE1703                         *CURRENT SURVEY CONTROL
 FE1703  ___________________________________________________________________
 FE1703* NAD 83(1986)-  35 43 29.     (N)    089 33 45.     (W)     SCALED    
 FE1703* NAVD 88     -       126.892  (meters)     416.31   (feet)  ADJUSTED  
 FE1703  ___________________________________________________________________
 FE1703  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE1703  DYNAMIC HT  -         126.784 (meters)     415.96  (feet)  COMP
 FE1703  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 FE1703
 FE1703  VERT ORDER  -  FIRST     CLASS I
 FE1703
 FE1703.The horizontal coordinates were scaled from a topographic map and have
 FE1703.an estimated accuracy of +/- 6 seconds.
 FE1703
 FE1703.The orthometric height was determined by differential leveling
 FE1703.and adjusted by the National Geodetic Survey in June 1991..
 FE1703
 FE1703.The geoid height was determined by GEOID03.
 FE1703
 FE1703.The dynamic height is computed by dividing the NAVD 88
 FE1703.geopotential number by the normal gravity value computed on the
 FE1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1703.degrees latitude (g = 980.6199 gals.).
 FE1703
 FE1703.The modeled gravity was interpolated from observed gravity values.
 FE1703
 FE1703;                    North         East    Units  Estimated Accuracy
 FE1703;SPC TN       -   160,240.      277,770.      MT  (+/- 180 meters Scaled)
 FE1703
 FE1703                          SUPERSEDED SURVEY CONTROL
 FE1703
 FE1703  NGVD 29 (??/??/??)  126.851  (m)          416.18   (f) ADJUSTED    1 1
 FE1703
 FE1703.Superseded values are not recommended for survey control.
 FE1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1703.See file dsdata.txt to determine how the superseded data were derived.
 FE1703
 FE1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE682564(NAD 83)
 FE1703_MARKER: DB = BENCH MARK DISK
 FE1703_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1703_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1703_STAMPING: G 263 1974
 FE1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1703
 FE1703  HISTORY     - Date     Condition        Report By
 FE1703  HISTORY     - 1974     MONUMENTED       NGS
 FE1703  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1703
 FE1703                          STATION DESCRIPTION
 FE1703
 FE1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1703'3.5 MI SW FROM RIPLEY.
 FE1703'ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 FE1703'COURTHOUSE AT RIPLEY, THENCE 2.15 MILES SOUTHWEST ALONG NEW U.S.
 FE1703'HIGHWAY 51 NEAR AN ASPHALT ROAD INTERSECTION, 192 FEET NORTH OF
 FE1703'THE CENTER LINE OF AN ASPHALT ROAD LEADING WEST, AT THE NORTH
 FE1703'END OF A BANK CUT, 124 FEET NORTH OF A PIPE CORNER POST ON TOP
 FE1703'OF CUT, 123 FEET WEST OF THE CENTER LINE OF THE WEST LANE OF THE
 FE1703'HIGHWAY, 127 FEET NORTH OF A POWER POLE ON TOP OF BANK CUT, 136
 FE1703'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF THE WEST CONCRETE
 FE1703'HEADWALL OF A PIPE CULVERT, 0.6 FOOT WEST OF A METAL WITNESS
 FE1703'POST, 6 FEET ABOVE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER
 FE1703'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 FE1703'DISK IS 4-INCHES ABOVE GROUND AND PROTECTED BY A 5-INCH IRON
 FE1703'PIPE THAT IS PROJECTING 5-INCHES.
 FE1703
 FE1703                          STATION RECOVERY (2002)
 FE1703
 FE1703'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1703'SUSPECTED DESTROYED. HIGH BANK HAS BEEN LEVELED. CHURCH IS ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0963 ***********************************************************************
 FE0963  DESIGNATION -  G 264
 FE0963  PID         -  FE0963
 FE0963  STATE/COUNTY-  TN/LAUDERDALE
 FE0963  USGS QUAD   -  FOWLKES (1983)
 FE0963
 FE0963                         *CURRENT SURVEY CONTROL
 FE0963  ___________________________________________________________________
 FE0963* NAD 83(1986)-  35 54 53.     (N)    089 29 47.     (W)     SCALED    
 FE0963* NAVD 88     -       113.071  (meters)     370.97   (feet)  ADJUSTED  
 FE0963  ___________________________________________________________________
 FE0963  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0963  DYNAMIC HT  -         112.974 (meters)     370.65  (feet)  COMP
 FE0963  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 FE0963
 FE0963  VERT ORDER  -  FIRST     CLASS I
 FE0963
 FE0963.The horizontal coordinates were scaled from a topographic map and have
 FE0963.an estimated accuracy of +/- 6 seconds.
 FE0963
 FE0963.The orthometric height was determined by differential leveling
 FE0963.and adjusted by the National Geodetic Survey in June 1991..
 FE0963
 FE0963.The geoid height was determined by GEOID03.
 FE0963
 FE0963.The dynamic height is computed by dividing the NAVD 88
 FE0963.geopotential number by the normal gravity value computed on the
 FE0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0963.degrees latitude (g = 980.6199 gals.).
 FE0963
 FE0963.The modeled gravity was interpolated from observed gravity values.
 FE0963
 FE0963;                    North         East    Units  Estimated Accuracy
 FE0963;SPC TN       -   181,090.      284,500.      MT  (+/- 180 meters Scaled)
 FE0963
 FE0963                          SUPERSEDED SURVEY CONTROL
 FE0963
 FE0963  NGVD 29 (??/??/??)  113.013  (m)          370.78   (f) ADJUSTED    1 1
 FE0963
 FE0963.Superseded values are not recommended for survey control.
 FE0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0963.See file dsdata.txt to determine how the superseded data were derived.
 FE0963
 FE0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE747773(NAD 83)
 FE0963_MARKER: DB = BENCH MARK DISK
 FE0963_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE0963_SP_SET: 48 FEET
 FE0963_STAMPING: G 264 1974
 FE0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0963+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0963
 FE0963  HISTORY     - Date     Condition        Report By
 FE0963  HISTORY     - 1974     MONUMENTED       NGS
 FE0963  HISTORY     - 20020804 GOOD             USACE
 FE0963
 FE0963                          STATION DESCRIPTION
 FE0963
 FE0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0963'6.5 MI W FROM HALLS.
 FE0963'ABOUT 6.50 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0963'BAPTIST CHURCH AT HALLS, AT THE COMMUNITY OF PORTER GAP SET ON
 FE0963'THE PROPERTY OF MR. CHARLES PARRISH, 123.4 FEET SOUTH OF THE
 FE0963'CENTER LINE OF THE HIGHWAY, 38.2 FEET SOUTHEAST OF THE SOUTHEAST
 FE0963'CORNER OF THE HOME OF MR. PARRISH, 21.3 FEET SOUTH OF THE
 FE0963'NORTHEAST CORNER OF CHAIN LINK FENCE AROUND BACK YARD OF HOME,
 FE0963'22.3 FEET WEST OF THE CENTER OF GATE LEADING NORTH INTO FIELD,
 FE0963'8.4 FEET NORTH OF THE SOUTHEAST CORNER OF CHAIN LINK FENCE, 0.9
 FE0963'FOOT EAST OF THE CHAIN LINK FENCE, 1/2 FOOT ABOVE HIGHWAY AND ON
 FE0963'TOP OF A COPPER COATED STEEL ROD, 0.1 FOOT BELOW GROUND AND
 FE0963'PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND.  THE
 FE0963'ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 FE0963
 FE0963                          STATION RECOVERY (2002)
 FE0963
 FE0963'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1148 ***********************************************************************
 GD1148  DESIGNATION -  G 265
 GD1148  PID         -  GD1148
 GD1148  STATE/COUNTY-  TN/LAKE
 GD1148  USGS QUAD   -  RIDGELY (1981)
 GD1148
 GD1148                         *CURRENT SURVEY CONTROL
 GD1148  ___________________________________________________________________
 GD1148* NAD 83(1986)-  36 15 11.     (N)    089 28 42.     (W)     SCALED    
 GD1148* NAVD 88     -        87.305  (meters)     286.43   (feet)  ADJUSTED  
 GD1148  ___________________________________________________________________
 GD1148  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1148  DYNAMIC HT  -          87.234 (meters)     286.20  (feet)  COMP
 GD1148  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GD1148
 GD1148  VERT ORDER  -  FIRST     CLASS I
 GD1148
 GD1148.The horizontal coordinates were scaled from a topographic map and have
 GD1148.an estimated accuracy of +/- 6 seconds.
 GD1148
 GD1148.The orthometric height was determined by differential leveling
 GD1148.and adjusted by the National Geodetic Survey in June 1991..
 GD1148
 GD1148.The geoid height was determined by GEOID03.
 GD1148
 GD1148.The dynamic height is computed by dividing the NAVD 88
 GD1148.geopotential number by the normal gravity value computed on the
 GD1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1148.degrees latitude (g = 980.6199 gals.).
 GD1148
 GD1148.The modeled gravity was interpolated from observed gravity values.
 GD1148
 GD1148;                    North         East    Units  Estimated Accuracy
 GD1148;SPC TN       -   218,550.      287,460.      MT  (+/- 180 meters Scaled)
 GD1148
 GD1148                          SUPERSEDED SURVEY CONTROL
 GD1148
 GD1148  NGVD 29 (??/??/??)   87.229  (m)          286.18   (f) ADJUSTED    1 1
 GD1148
 GD1148.Superseded values are not recommended for survey control.
 GD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1148.See file dsdata.txt to determine how the superseded data were derived.
 GD1148
 GD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF773148(NAD 83)
 GD1148_MARKER: DB = BENCH MARK DISK
 GD1148_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1148+WITH SETTING: INTO GROUND
 GD1148_STAMPING: G 265 1974
 GD1148_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1148+STABILITY: SURFACE MOTION
 GD1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1148+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD1148
 GD1148  HISTORY     - Date     Condition        Report By
 GD1148  HISTORY     - 1974     MONUMENTED       NGS
 GD1148  HISTORY     - 1976     GOOD             NGS
 GD1148  HISTORY     - 19950712 GOOD             USE
 GD1148  HISTORY     - 20020802 GOOD             USACE
 GD1148
 GD1148                          STATION DESCRIPTION
 GD1148
 GD1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1148'0.65 MI S FROM RIDGELY.
 GD1148'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1148'HIGHWAY COMMISSION OFFICE AT RIDGELY, AT THE NORTHWEST CORNER OF THE
 GD1148'LAWN OF A SMALL WHITE FRAME HOUSE, 35.2 FEET EAST OF THE CENTER LINE
 GD1148'OF THE HIGHWAY, 47.1 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GD1148'FRAME HOUSE, 24.8 FEET NORTH OF THE CENTER LINE OF DRIVEWAY TO THE
 GD1148'HOUSE, 1.7 FEET SOUTH-SOUTHEAST OF A POWER POLE, 1 FOOT BELOW LEVEL OF
 GD1148'THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 GD1148'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.05 FOOT BELOW GROUND
 GD1148'AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 GD1148
 GD1148                          STATION RECOVERY (1976)
 GD1148
 GD1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1148'RECOVERED IN GOOD CONDITION.
 GD1148
 GD1148                          STATION RECOVERY (1995)
 GD1148
 GD1148'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 GD1148'FOUND AS DESCRIBED.  DIPUE ORANGE POST AT POWER POLE 1.7 FT (0.5 M)
 GD1148'NNW OF MARK.
 GD1148
 GD1148                          STATION RECOVERY (2002)
 GD1148
 GD1148'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1090 ***********************************************************************
 FD1090  DESIGNATION -  G 27 RESET
 FD1090  PID         -  FD1090
 FD1090  STATE/COUNTY-  TN/HUMPHREYS
 FD1090  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1090
 FD1090                         *CURRENT SURVEY CONTROL
 FD1090  ___________________________________________________________________
 FD1090* NAD 83(1986)-  35 55 57.     (N)    087 50 11.     (W)     SCALED    
 FD1090* NAVD 88     -       130.57   (+/-2cm)     428.4    (feet)  VERTCON   
 FD1090  ___________________________________________________________________
 FD1090  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD1090
 FD1090  VERT ORDER  -  THIRD (See Below)
 FD1090
 FD1090.The horizontal coordinates were scaled from a topographic map and have
 FD1090.an estimated accuracy of +/- 6 seconds.
 FD1090
 FD1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1090.The vertical order pertains to the NGVD 29 superseded value.
 FD1090
 FD1090.The geoid height was determined by GEOID03.
 FD1090
 FD1090;                    North         East    Units  Estimated Accuracy
 FD1090;SPC TN       -   178,980.      434,300.      MT  (+/- 180 meters Scaled)
 FD1090
 FD1090                          SUPERSEDED SURVEY CONTROL
 FD1090
 FD1090  NGVD 29 (??/??/??)  130.61   (m)          428.5    (f) RESET       3  
 FD1090
 FD1090.Superseded values are not recommended for survey control.
 FD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1090.See file dsdata.txt to determine how the superseded data were derived.
 FD1090
 FD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE245767(NAD 83)
 FD1090_MARKER: DB = BENCH MARK DISK
 FD1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1090_STAMPING: G 27 RESET 1968
 FD1090_MARK LOGO: CGS   
 FD1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1090+STABILITY: SURFACE MOTION
 FD1090
 FD1090  HISTORY     - Date     Condition        Report By
 FD1090  HISTORY     - 1968     MONUMENTED       CGS
 FD1090  HISTORY     - 1973     GOOD             TVA
 FD1090
 FD1090                          STATION DESCRIPTION
 FD1090
 FD1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FD1090'4 MI N FROM BUFFALO.
 FD1090'TO REACH THE MARK FROM THE INTERCHANGE OF INTERSTATE ROUTE 40
 FD1090'AND STATE ROUTE 13 AT THE SMALL COMMUNITY OF BUFFALO, GO
 FD1090'NORTHERLY ON STATE ROUTE 13 FOR 0.25 MILE TO A PAVED ROAD LEFT
 FD1090'(OLD STATE ROUTE 13) AND THE BUFFALO METHODIST CHURCH IN THE
 FD1090'SOUTHWEST ANGLE.  HERE TURN LEFT AND GO WESTERLY AND NORTHWESTERLY
 FD1090'ON PAVED ROAD S-6171 FOR 3.4 MILES TO A GRAVELED T ROAD LEFT,
 FD1090'CONTINUE NORTHWESTERLY ON S-6171 FOR 0.6 MILE TO WHERE S-6171
 FD1090'BEARS LEFT AND S-6348(3) CONTINUES STRAIGHT AHEAD.  HERE CONTINUE
 FD1090'STRAIGHT AHEAD NORTHWESTERLY ON S-6348(3) FOR 0.2 MILE TO THE
 FD1090'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS 57 FEET SOUTH OF A
 FD1090'POWERLINE POLE, 30 FEET EAST OF THE APPROXIMATE CENTER OF
 FD1090'S-6348(3), 6 FEET SOUTH OF A T FENCE CORNER, 1.2 FEET
 FD1090'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND IN THE
 FD1090'EAST RIGHT-OF-WAY FENCE.  IT IS A STANDARD BENCH MARK DISK SET
 FD1090'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FD1090'ABOUT 4 INCHES AND THE DISK IS STAMPED G 27 RESET 1968.
 FD1090
 FD1090                          STATION RECOVERY (1973)
 FD1090
 FD1090'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1337 ***********************************************************************
 GC1337  DESIGNATION -  G 28
 GC1337  PID         -  GC1337
 GC1337  STATE/COUNTY-  TN/DICKSON
 GC1337  USGS QUAD   -  WHITE BLUFF (1983)
 GC1337
 GC1337                         *CURRENT SURVEY CONTROL
 GC1337  ___________________________________________________________________
 GC1337* NAD 83(1986)-  36 05 54.     (N)    087 11 26.     (W)     SCALED    
 GC1337* NAVD 88     -       221.462  (meters)     726.58   (feet)  ADJUSTED  
 GC1337  ___________________________________________________________________
 GC1337  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1337  DYNAMIC HT  -         221.271 (meters)     725.95  (feet)  COMP
 GC1337  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC1337
 GC1337  VERT ORDER  -  FIRST     CLASS II
 GC1337
 GC1337.The horizontal coordinates were scaled from a topographic map and have
 GC1337.an estimated accuracy of +/- 6 seconds.
 GC1337
 GC1337.The orthometric height was determined by differential leveling
 GC1337.and adjusted by the National Geodetic Survey in June 1991..
 GC1337
 GC1337.The geoid height was determined by GEOID03.
 GC1337
 GC1337.The dynamic height is computed by dividing the NAVD 88
 GC1337.geopotential number by the normal gravity value computed on the
 GC1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1337.degrees latitude (g = 980.6199 gals.).
 GC1337
 GC1337.The modeled gravity was interpolated from observed gravity values.
 GC1337
 GC1337;                    North         East    Units  Estimated Accuracy
 GC1337;SPC TN       -   196,480.      492,800.      MT  (+/- 180 meters Scaled)
 GC1337
 GC1337                          SUPERSEDED SURVEY CONTROL
 GC1337
 GC1337  NGVD 29 (??/??/92)  221.470  (m)          726.61   (f) ADJ UNCH    1 2
 GC1337
 GC1337.Superseded values are not recommended for survey control.
 GC1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1337.See file dsdata.txt to determine how the superseded data were derived.
 GC1337
 GC1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE828948(NAD 83)
 GC1337_MARKER: DB = BENCH MARK DISK
 GC1337_SETTING: 66 = SET IN ROCK OUTCROP
 GC1337_SP_SET: ROCK OUTCROP
 GC1337_STAMPING: 726.911 G 28 1934
 GC1337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1337+STABILITY: POSITION/ELEVATION WELL
 GC1337
 GC1337  HISTORY     - Date     Condition        Report By
 GC1337  HISTORY     - 1934     MONUMENTED       CGS
 GC1337  HISTORY     - 1948     GOOD             NGS
 GC1337
 GC1337                          STATION DESCRIPTION
 GC1337
 GC1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1337'1.5 MI E FROM WHITE BLUFF.
 GC1337'1.5 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1337'RAILWAY FROM THE STATION AT WHITE BLUFF, 22 1/3 POLES WEST OF
 GC1337'MILE POST 28, ON THE INSIDE OF A LONG CURVE, 75 YARDS EAST OF
 GC1337'THE CENTER OF A SHORT FILL, 10 1/2 FEET NORTH OF THE CENTER
 GC1337'LINE OF THE MAIN TRACK, OPPOSITE SURVEY STATION NO. 1502+34,
 GC1337'SET HORIZONTALLY IN AN OUTCROPPING OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0733 ***********************************************************************
 FD0733  DESIGNATION -  G 29
 FD0733  PID         -  FD0733
 FD0733  STATE/COUNTY-  TN/HICKMAN
 FD0733  USGS QUAD   -  SUNRISE (1979)
 FD0733
 FD0733                         *CURRENT SURVEY CONTROL
 FD0733  ___________________________________________________________________
 FD0733* NAD 83(1986)-  35 40 44.     (N)    087 29 23.     (W)     SCALED    
 FD0733* NAVD 88     -       263.112  (meters)     863.23   (feet)  ADJUSTED  
 FD0733  ___________________________________________________________________
 FD0733  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FD0733  DYNAMIC HT  -         262.876 (meters)     862.45  (feet)  COMP
 FD0733  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FD0733
 FD0733  VERT ORDER  -  SECOND    CLASS 0
 FD0733
 FD0733.The horizontal coordinates were scaled from a topographic map and have
 FD0733.an estimated accuracy of +/- 6 seconds.
 FD0733
 FD0733.The orthometric height was determined by differential leveling
 FD0733.and adjusted by the National Geodetic Survey in June 1991..
 FD0733
 FD0733.The geoid height was determined by GEOID03.
 FD0733
 FD0733.The dynamic height is computed by dividing the NAVD 88
 FD0733.geopotential number by the normal gravity value computed on the
 FD0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0733.degrees latitude (g = 980.6199 gals.).
 FD0733
 FD0733.The modeled gravity was interpolated from observed gravity values.
 FD0733
 FD0733;                    North         East    Units  Estimated Accuracy
 FD0733;SPC TN       -   150,310.      465,150.      MT  (+/- 180 meters Scaled)
 FD0733
 FD0733                          SUPERSEDED SURVEY CONTROL
 FD0733
 FD0733  NGVD 29 (??/??/92)  263.095  (m)          863.17   (f) ADJ UNCH    2 0
 FD0733
 FD0733.Superseded values are not recommended for survey control.
 FD0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0733.See file dsdata.txt to determine how the superseded data were derived.
 FD0733
 FD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE556484(NAD 83)
 FD0733_MARKER: DB = BENCH MARK DISK
 FD0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0733_STAMPING: G 29 1934
 FD0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0733+STABILITY: SURFACE MOTION
 FD0733
 FD0733  HISTORY     - Date     Condition        Report By
 FD0733  HISTORY     - 1934     MONUMENTED       CGS
 FD0733
 FD0733                          STATION DESCRIPTION
 FD0733
 FD0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0733'2.3 MI N FROM AETNA.
 FD0733'2.3 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0733'RAILWAY FROM AETNA, HICKMAN COUNTY, 0.7 MILE SOUTH OF THE
 FD0733'STATION SIGN AT BUFFALO, 24 POLES SOUTH OF MILEPOST 39, 3 RAILS
 FD0733'SOUTH OF A DIM-ROAD CROSSING, 47 FEET SOUTHEAST OF TELEPHONE
 FD0733'POLE 3264, AND 18 FEET WEST OF THE CENTERLINE OF THE TRACK.
 FD0733'A STANDARD DISK, STAMPED G 29 1934 AND SET IN THE TOP OF A
 FD0733'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2404 ***********************************************************************
 FB2404  DESIGNATION -  G 292
 FB2404  PID         -  FB2404
 FB2404  STATE/COUNTY-  TN/KNOX
 FB2404  USGS QUAD   -  KNOXVILLE (1978)
 FB2404
 FB2404                         *CURRENT SURVEY CONTROL
 FB2404  ___________________________________________________________________
 FB2404* NAD 83(1986)-  35 53 48.     (N)    083 56 04.     (W)     SCALED    
 FB2404* NAVD 88     -       271.493  (meters)     890.72   (feet)  ADJUSTED  
 FB2404  ___________________________________________________________________
 FB2404  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB2404  DYNAMIC HT  -         271.241 (meters)     889.90  (feet)  COMP
 FB2404  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 FB2404
 FB2404  VERT ORDER  -  FIRST     CLASS II
 FB2404
 FB2404.The horizontal coordinates were scaled from a topographic map and have
 FB2404.an estimated accuracy of +/- 6 seconds.
 FB2404
 FB2404.The orthometric height was determined by differential leveling
 FB2404.and adjusted by the National Geodetic Survey in June 1991..
 FB2404
 FB2404.The geoid height was determined by GEOID03.
 FB2404
 FB2404.The dynamic height is computed by dividing the NAVD 88
 FB2404.geopotential number by the normal gravity value computed on the
 FB2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2404.degrees latitude (g = 980.6199 gals.).
 FB2404
 FB2404.The modeled gravity was interpolated from observed gravity values.
 FB2404
 FB2404;                    North         East    Units  Estimated Accuracy
 FB2404;SPC TN       -   175,420.      786,460.      MT  (+/- 180 meters Scaled)
 FB2404
 FB2404                          SUPERSEDED SURVEY CONTROL
 FB2404
 FB2404  NGVD 29 (12/12/91)  271.626  (m)          891.16   (f) ADJUSTED    1 2
 FB2404
 FB2404.Superseded values are not recommended for survey control.
 FB2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2404.See file dsdata.txt to determine how the superseded data were derived.
 FB2404
 FB2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV351764(NAD 83)
 FB2404_MARKER: I = METAL ROD
 FB2404_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FB2404+WITH SETTING: INFORMATION.
 FB2404_SP_SET: SHALLOW SET METAL ROD
 FB2404_STAMPING: G 292 1983
 FB2404_MARK LOGO: NGS   
 FB2404_PROJECTION: FLUSH
 FB2404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2404_ROD/PIPE-DEPTH: 1.82 meters
 FB2404
 FB2404  HISTORY     - Date     Condition        Report By
 FB2404  HISTORY     - 1983     MONUMENTED       NGS
 FB2404
 FB2404                          STATION DESCRIPTION
 FB2404
 FB2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2404'7.8 KM (4.85 MI) SW FROM SOUTH KNOXVILLE.
 FB2404'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2404'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2404'KNOXVILLE, THENCE 6.2 KM (3.85 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2404'(MARYVILLE PIKE) TO THE JUNCTION OF RUDDER ROAD AND THE MARK ON THE
 FB2404'LEFT, ON THE NORTH SIDE OF THE SECOND POWER POLE EAST OF THE HIGHWAY,
 FB2404'38.10 METERS (125.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FB2404'4.26 METERS (14.0 FT) NORTH OF THE CENTER OF RUDDER ROAD, 8.00 METERS
 FB2404'(29.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A SINGLE STORY CONCRETE
 FB2404'BLOCK BUILDING, 0.61 METER (2.0 FT) NORTH OF A POWER POLE WITH A
 FB2404'TRANSFORMER AND LINES CROSSING THE HIGHWAY.  NOTE--SEVERAL ATTEMPTS
 FB2404'WERE MADE TO DRIVE THE ROAD, DRIVEN TO REFUSAL AND ANCHORED AT
 FB2404'1.82 METERS.
 FB2404'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 FB2404'THE MARK IS ABOVE LEVEL WITH RUDDER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1509 ***********************************************************************
 EE1509  DESIGNATION -  G 293
 EE1509  PID         -  EE1509
 EE1509  STATE/COUNTY-  TN/MARION
 EE1509  USGS QUAD   -  BRIDGEPORT (1983)
 EE1509
 EE1509                         *CURRENT SURVEY CONTROL
 EE1509  ___________________________________________________________________
 EE1509* NAD 83(1986)-  34 59 45.     (N)    085 38 15.     (W)     SCALED    
 EE1509* NAVD 88     -       200.309  (meters)     657.18   (feet)  ADJUSTED  
 EE1509  ___________________________________________________________________
 EE1509  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EE1509  DYNAMIC HT  -         200.113 (meters)     656.54  (feet)  COMP
 EE1509  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 EE1509
 EE1509  VERT ORDER  -  FIRST     CLASS II
 EE1509
 EE1509.The horizontal coordinates were scaled from a topographic map and have
 EE1509.an estimated accuracy of +/- 6 seconds.
 EE1509
 EE1509.The orthometric height was determined by differential leveling
 EE1509.and adjusted by the National Geodetic Survey in June 1991..
 EE1509
 EE1509.The geoid height was determined by GEOID03.
 EE1509
 EE1509.The dynamic height is computed by dividing the NAVD 88
 EE1509.geopotential number by the normal gravity value computed on the
 EE1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1509.degrees latitude (g = 980.6199 gals.).
 EE1509
 EE1509.The modeled gravity was interpolated from observed gravity values.
 EE1509
 EE1509;                    North         East    Units  Estimated Accuracy
 EE1509;SPC TN       -    73,570.      633,100.      MT  (+/- 180 meters Scaled)
 EE1509
 EE1509                          SUPERSEDED SURVEY CONTROL
 EE1509
 EE1509.No superseded survey control is available for this station.
 EE1509
 EE1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD243734(NAD 83)
 EE1509_MARKER: I = METAL ROD
 EE1509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1509_SP_SET: STAINLESS STEEL ROD
 EE1509_STAMPING: G 293 1983
 EE1509_MARK LOGO: NGS   
 EE1509_PROJECTION: FLUSH
 EE1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1509_ROD/PIPE-DEPTH: 4.0  meters
 EE1509
 EE1509  HISTORY     - Date     Condition        Report By
 EE1509  HISTORY     - 1983     MONUMENTED       NGS
 EE1509
 EE1509                          STATION DESCRIPTION
 EE1509
 EE1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1509'7.4 KM (4.6 MI) EAST FROM SOUTH PITTSBURG.
 EE1509'0.1 KM (0.05 MI) NORTHERLY ALONG A PAVED ROAD (ELM AVENUE) FROM THE
 EE1509'POST OFFICE IN SOUTH PITTSBURG, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG
 EE1509'A PAVED ROAD (3RD STREET), THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG
 EE1509'U.S. HIGHWAY 72 (CEDAR AVENUE), THENCE 6.5 KM (4.05 MI) EASTERLY ALONG
 EE1509'STATE HIGHWAY 156, AT THE SMALL COMMUNITY OF NEW HOPE, ALSO 0.4 KM
 EE1509'(0.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAYS 41, 64, AND 72 FROM THE
 EE1509'POST OFFICE IN HALETOWN (THE NAME ON THE BUILDING IS GUILD), THENCE
 EE1509'0.7 KM (0.45 MI) SOUTHERLY ALONG STATE HIGHWAYS 156 AND 134, THENCE
 EE1509'10.9 KM (6.75 MI) WESTERLY ALONG STATE HIGHWAY 156, 11.58 METERS
 EE1509'(38.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 156,
 EE1509'12.80 METERS (42.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL FARM
 EE1509'ROAD LEADING SOUTHWEST, 0.40 METERS (1.3 FT) NORTHEAST OF A BARBED
 EE1509'WIRE FENCE, AND ABOUT 0.2 KM (0.1 MI) NORTH-NORTHWEST AND ACROSS
 EE1509'COUNTRY FROM A SMALL CEMETERY.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EE1509'THE MARK IS 0.9 METERS  NNW FROM A WITNESS POST.
 EE1509'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1645 ***********************************************************************
 FC1645  DESIGNATION -  G 294
 FC1645  PID         -  FC1645
 FC1645  STATE/COUNTY-  TN/HAMILTON
 FC1645  USGS QUAD   -  OOLTEWAH (1976)
 FC1645
 FC1645                         *CURRENT SURVEY CONTROL
 FC1645  ___________________________________________________________________
 FC1645* NAD 83(1986)-  35 05 19.     (N)    085 00 45.     (W)     SCALED    
 FC1645* NAVD 88     -       252.884  (meters)     829.67   (feet)  ADJUSTED  
 FC1645  ___________________________________________________________________
 FC1645  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1645  DYNAMIC HT  -         252.631 (meters)     828.84  (feet)  COMP
 FC1645  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 FC1645
 FC1645  VERT ORDER  -  FIRST     CLASS II
 FC1645
 FC1645.The horizontal coordinates were scaled from a topographic map and have
 FC1645.an estimated accuracy of +/- 6 seconds.
 FC1645
 FC1645.The orthometric height was determined by differential leveling
 FC1645.and adjusted by the National Geodetic Survey in June 1991..
 FC1645
 FC1645.The geoid height was determined by GEOID03.
 FC1645
 FC1645.The dynamic height is computed by dividing the NAVD 88
 FC1645.geopotential number by the normal gravity value computed on the
 FC1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1645.degrees latitude (g = 980.6199 gals.).
 FC1645
 FC1645.The modeled gravity was interpolated from observed gravity values.
 FC1645
 FC1645;                    North         East    Units  Estimated Accuracy
 FC1645;SPC TN       -    84,250.      690,050.      MT  (+/- 180 meters Scaled)
 FC1645
 FC1645                          SUPERSEDED SURVEY CONTROL
 FC1645
 FC1645.No superseded survey control is available for this station.
 FC1645
 FC1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD811846(NAD 83)
 FC1645_MARKER: I = METAL ROD
 FC1645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1645_SP_SET: STAINLESS STEEL ROD
 FC1645_STAMPING: G 294 1983
 FC1645_MARK LOGO: NGS   
 FC1645_PROJECTION: FLUSH
 FC1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1645_ROD/PIPE-DEPTH: 8.0  meters
 FC1645
 FC1645  HISTORY     - Date     Condition        Report By
 FC1645  HISTORY     - 1983     MONUMENTED       NGS
 FC1645
 FC1645                          STATION DESCRIPTION
 FC1645
 FC1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1645'4.5 KM (2.8 MI) NE FROM OOLTEWAH.
 FC1645'4.5 KM (2.8 MI) EASTERLY ALONG U.S. HIGHWAY 11 AND 64 (LEE HIGHWAY)
 FC1645'FROM THE CHURCH OF GOD CHURCH IN OOLTEWAH, SET IN THE NORTHWEST ANGLE
 FC1645'OF THE JUNCTION OF LEE HIGHWAY 10700, WHITE OAK VALLEY CIRCLE 7200,
 FC1645'LEE HIGHWAY 10600, AND PINE HILL ROAD 10600, ALSO 4.0 KM (2.5 MI)
 FC1645'SOUTHWESTERLY ALONG U.S. HIGHWAY 64 AND 11 FROM THE POST OFFICE IN THE
 FC1645'SMALL COMMUNITY OF MCDONALD, 7.13 METERS (23.4 FT) NORTH-NORTHWEST OF
 FC1645'THE CENTERLINE OF LEE HIGHWAY, 49.13 METERS (161.2 FT) EAST-NORTHEAST
 FC1645'OF POWERLINE POLE NUMBER 6303, 13.10 METERS (43.0 FT) WEST-SOUTHWEST
 FC1645'OF THE CENTER OF WHITE OAK VALLEY CIRCLE 7200, AND 0.80 METERS
 FC1645'(2.6 FT) WEST-SOUTHWEST OF POWERLINE POLE NUMBER 6304.  NOTE, THE ROD
 FC1645'WAS DRIVEN TO REFUSAL.
 FC1645'THE MARK IS 1.0 METERS  SSE FROM A WITNESS POST.
 FC1645'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1603 ***********************************************************************
 FC1603  DESIGNATION -  G 295
 FC1603  PID         -  FC1603
 FC1603  STATE/COUNTY-  TN/BLOUNT
 FC1603  USGS QUAD   -  TALLASSEE (1985)
 FC1603
 FC1603                         *CURRENT SURVEY CONTROL
 FC1603  ___________________________________________________________________
 FC1603* NAD 83(1986)-  35 34 11.     (N)    084 05 43.     (W)     SCALED    
 FC1603* NAVD 88     -       261.784  (meters)     858.87   (feet)  ADJUSTED  
 FC1603  ___________________________________________________________________
 FC1603  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1603  DYNAMIC HT  -         261.534 (meters)     858.05  (feet)  COMP
 FC1603  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 FC1603
 FC1603  VERT ORDER  -  FIRST     CLASS II
 FC1603
 FC1603.The horizontal coordinates were scaled from a topographic map and have
 FC1603.an estimated accuracy of +/- 6 seconds.
 FC1603
 FC1603.The orthometric height was determined by differential leveling
 FC1603.and adjusted by the National Geodetic Survey in June 1991..
 FC1603
 FC1603.The geoid height was determined by GEOID03.
 FC1603
 FC1603.The dynamic height is computed by dividing the NAVD 88
 FC1603.geopotential number by the normal gravity value computed on the
 FC1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1603.degrees latitude (g = 980.6199 gals.).
 FC1603
 FC1603.The modeled gravity was interpolated from observed gravity values.
 FC1603
 FC1603;                    North         East    Units  Estimated Accuracy
 FC1603;SPC TN       -   138,860.      772,650.      MT  (+/- 180 meters Scaled)
 FC1603
 FC1603                          SUPERSEDED SURVEY CONTROL
 FC1603
 FC1603  NGVD 29 (12/12/91)  261.899  (m)          859.25   (f) ADJUSTED    1 2
 FC1603
 FC1603.Superseded values are not recommended for survey control.
 FC1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1603.See file dsdata.txt to determine how the superseded data were derived.
 FC1603
 FC1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE632401(NAD 83)
 FC1603_MARKER: DB = BENCH MARK DISK
 FC1603_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FC1603_SP_SET: ABUTMENT OF BRIDGE
 FC1603_STAMPING: G 295 1983
 FC1603_MARK LOGO: NGS   
 FC1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1603+STABILITY: SURFACE MOTION
 FC1603
 FC1603  HISTORY     - Date     Condition        Report By
 FC1603  HISTORY     - 1983     MONUMENTED       NGS
 FC1603
 FC1603                          STATION DESCRIPTION
 FC1603
 FC1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1603'5.8 KM (3.6 MI) NW FROM TALLASSEE.
 FC1603'5.8 KM (3.6 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1603'IN TALLASSEE TO THE MARK ON THE LEFT, IN TOP OF THE NORTHEAST ABUTMENT
 FC1603'OF A HIGHWAY BRIDGE OVER A SMALL CREEK, 5.18 METERS (17.0 FT)
 FC1603'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 58.83 METERS (193.0 FT)
 FC1603'NORTHEAST OF THE NORTHEAST CORNER OF THE BIRCHFIELD MISSIONARY BAPTIST
 FC1603'CHURCH.
 FC1603'THE MARK IS 0.80 METERS  NNE FROM A WITNESS POST.
 FC1603'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2118 ***********************************************************************
 FE2118  DESIGNATION -  G 297
 FE2118  PID         -  FE2118
 FE2118  STATE/COUNTY-  TN/MCNAIRY
 FE2118  USGS QUAD   -  GUYS (1983)
 FE2118
 FE2118                         *CURRENT SURVEY CONTROL
 FE2118  ___________________________________________________________________
 FE2118* NAD 83(1986)-  35 04 34.     (N)    088 33 05.     (W)     SCALED    
 FE2118* NAVD 88     -       153.954  (meters)     505.10   (feet)  ADJUSTED  
 FE2118  ___________________________________________________________________
 FE2118  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2118  DYNAMIC HT  -         153.809 (meters)     504.62  (feet)  COMP
 FE2118  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FE2118
 FE2118  VERT ORDER  -  FIRST     CLASS II
 FE2118
 FE2118.The horizontal coordinates were scaled from a topographic map and have
 FE2118.an estimated accuracy of +/- 6 seconds.
 FE2118
 FE2118.The orthometric height was determined by differential leveling
 FE2118.and adjusted by the National Geodetic Survey in June 1991..
 FE2118
 FE2118.The geoid height was determined by GEOID03.
 FE2118
 FE2118.The dynamic height is computed by dividing the NAVD 88
 FE2118.geopotential number by the normal gravity value computed on the
 FE2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2118.degrees latitude (g = 980.6199 gals.).
 FE2118
 FE2118.The modeled gravity was interpolated from observed gravity values.
 FE2118
 FE2118;                    North         East    Units  Estimated Accuracy
 FE2118;SPC TN       -    85,450.      367,320.      MT  (+/- 180 meters Scaled)
 FE2118
 FE2118                          SUPERSEDED SURVEY CONTROL
 FE2118
 FE2118.No superseded survey control is available for this station.
 FE2118
 FE2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD585825(NAD 83)
 FE2118_MARKER: I = METAL ROD
 FE2118_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2118_SP_SET: STAINLESS STEEL ROD
 FE2118_STAMPING: G 297 1983
 FE2118_MARK LOGO: NGS   
 FE2118_PROJECTION: FLUSH
 FE2118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2118+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2118_ROD/PIPE-DEPTH: 8.53 meters
 FE2118
 FE2118  HISTORY     - Date     Condition        Report By
 FE2118  HISTORY     - 1983     MONUMENTED       NGS
 FE2118  HISTORY     - 20020918 GOOD             USACE
 FE2118
 FE2118                          STATION DESCRIPTION
 FE2118
 FE2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2118'16.9 KM (10.5 MI) NORTH FROM CORINTH MS.
 FE2118'16.3 KM (10.1 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 FE2118'CORINTH, MISSISSIPPI TO THE JUNCTION OF STATE HIGHWAY 57, THENCE
 FE2118'0.6 KM (0.4 MI) WEST ALONG STATE HIGHWAY 57 TO THE MARK ON THE LEFT,
 FE2118'ALSO 6.4 KM (4.0 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE
 FE2118'IN REMER TO THE MARK ON THE RIGHT, 11.12 METERS (36.5 FT) SOUTH OF THE
 FE2118'CENTERLINE OF THE HIGHWAY, 41.70 METERS (136.8 FT) NORTH OF THE
 FE2118'NORTHEAST CORNER OF A BRICK HOUSE, 10.76 METERS (35.3 FT) EAST OF A
 FE2118'POWERLINE POLE, 7.25 METERS (23.8 FT) EAST-SOUTHEAST OF A FIRE
 FE2118'HYDRANT, 1.37 METERS (4.5 FT) WEST OF THE EAST END OF THE WEST BRICK
 FE2118'ENTRANCE MARKER TO THE HOUSE, AND 1.16 METERS (338 FT) EAST OF THE
 FE2118'WEST END OF THE WEST BRICK ENTRANCE MARKER TO THE HOUSE.
 FE2118'THE MARK IS 1.06 METERS  WNW FROM A WITNESS POST.
 FE2118'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2118
 FE2118                          STATION RECOVERY (2002)
 FE2118
 FE2118'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2118'MARK IS ON PROPERTY AT 368 HWY 57 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2144 ***********************************************************************
 FE2144  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2144  DESIGNATION -  G 298
 FE2144  PID         -  FE2144
 FE2144  STATE/COUNTY-  TN/HARDEMAN
 FE2144  USGS QUAD   -  MIDDLETON (1980)
 FE2144
 FE2144                         *CURRENT SURVEY CONTROL
 FE2144  ___________________________________________________________________
 FE2144* NAD 83(1995)-  35 02 27.57667(N)    088 58 32.57434(W)     ADJUSTED  
 FE2144* NAVD 88     -       174.79   (meters)     573.5    (feet)  GPS OBS   
 FE2144  ___________________________________________________________________
 FE2144  X           -      93,455.610 (meters)                     COMP
 FE2144  Y           -  -5,227,101.903 (meters)                     COMP
 FE2144  Z           -   3,641,675.743 (meters)                     COMP
 FE2144  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FE2144  ELLIP HEIGHT-         146.96  (meters)          (04/05/04) GPS OBS
 FE2144  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2144
 FE2144  HORZ ORDER  -  B
 FE2144  ELLP ORDER  -  FOURTH    CLASS I
 FE2144
 FE2144.The horizontal coordinates were established by GPS observations
 FE2144.and adjusted by the National Geodetic Survey in April 2004..
 FE2144
 FE2144.The orthometric height was determined by GPS observations and a
 FE2144.high-resolution geoid model using precise GPS observation and
 FE2144.processing techniques. It supersedes the leveled height previously
 FE2144.determined for this station.
 FE2144
 FE2144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2144
 FE2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2144
 FE2144.The ellipsoidal height was determined by GPS observations
 FE2144.and is referenced to NAD 83.
 FE2144
 FE2144.The geoid height was determined by GEOID03.
 FE2144
 FE2144;                    North         East     Units Scale Factor Converg.
 FE2144;SPC TN       -    82,643.788   328,517.998   MT  1.00004346   -1 44 31.6
 FE2144;SPC TN       -   271,140.49  1,077,812.80   sFT  1.00004346   -1 44 31.6
 FE2144;UTM  16      - 3,879,373.480   319,790.418   MT  1.00000026   -1 08 04.9
 FE2144
 FE2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2144!SPC TN       -   0.99997693  x   1.00004346  =   1.00002039
 FE2144!UTM  16      -   0.99997693  x   1.00000026  =   0.99997719
 FE2144
 FE2144                          SUPERSEDED SURVEY CONTROL
 FE2144
 FE2144  NAVD 88 (06/15/91)  174.770  (m)          573.39   (f) ADJUSTED    1 2
 FE2144
 FE2144.Superseded values are not recommended for survey control.
 FE2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2144.See file dsdata.txt to determine how the superseded data were derived.
 FE2144
 FE2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1979079373(NAD 83)
 FE2144_MARKER: I = METAL ROD
 FE2144_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2144_SP_SET: STAINLESS STEEL ROD
 FE2144_STAMPING: G 298 1983
 FE2144_MARK LOGO: NGS   
 FE2144_PROJECTION: FLUSH
 FE2144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2144+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE2144_ROD/PIPE-DEPTH: 7.83 meters
 FE2144
 FE2144  HISTORY     - Date     Condition        Report By
 FE2144  HISTORY     - 1983     MONUMENTED       NGS
 FE2144  HISTORY     - 20020410 GOOD             USACE
 FE2144
 FE2144                          STATION DESCRIPTION
 FE2144
 FE2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2144'11.6 KM (7.25 MI) WEST FROM MIDDLETON.
 FE2144'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2144'SOUTHERN RAILROAD IN MIDDLETON, THENCE 9.2 KM (5.75 MI) WEST ALONG
 FE2144'STATE HIGHWAY 57 TO THE ENTRANCE TO THE WOOD RUN HOUSING DEVELOPMENT
 FE2144'AND THE MARK ON THE RIGHT, 15.42 METERS (50.6 FT) NORTH OF THE
 FE2144'CENTERLINE OF THE HIGHWAY, 27.67 METERS (90.8 FT) WEST-SOUTHWEST OF A
 FE2144'FLAGPOLE ON THE MEDIAN, 13.41 METERS (44.0 FT) WEST OF THE APPROXIMATE
 FE2144'CENTER OF THE EXIT FOR THE WOOD RUN HOUSING DEVELOPMENT, 1.62 METERS
 FE2144'(5.3 FT) NORTHWEST OF AN EVERGREEN TREE, 0.88 METER (2.9 FT) EAST OF
 FE2144'THE WEST END OF THE WESTERNMOST OF 3 BRICK MARKERS, AND 0.64 METER
 FE2144'(2.1 FT) SOUTH OF THE SOUTH FACE OF THE SAME MARKER.
 FE2144'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2144'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2144
 FE2144                          STATION RECOVERY (2002)
 FE2144
 FE2144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2171 ***********************************************************************
 FE2171  DESIGNATION -  G 299
 FE2171  PID         -  FE2171
 FE2171  STATE/COUNTY-  TN/FAYETTE
 FE2171  USGS QUAD   -  MOSCOW (1965)
 FE2171
 FE2171                         *CURRENT SURVEY CONTROL
 FE2171  ___________________________________________________________________
 FE2171* NAD 83(1986)-  35 02 41.     (N)    089 27 51.     (W)     SCALED    
 FE2171* NAVD 88     -       105.337  (meters)     345.59   (feet)  ADJUSTED  
 FE2171  ___________________________________________________________________
 FE2171  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE2171  DYNAMIC HT  -         105.238 (meters)     345.27  (feet)  COMP
 FE2171  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FE2171
 FE2171  VERT ORDER  -  FIRST     CLASS II
 FE2171
 FE2171.The horizontal coordinates were scaled from a topographic map and have
 FE2171.an estimated accuracy of +/- 6 seconds.
 FE2171
 FE2171.The orthometric height was determined by differential leveling
 FE2171.and adjusted by the National Geodetic Survey in June 1991..
 FE2171
 FE2171.The geoid height was determined by GEOID03.
 FE2171
 FE2171.The dynamic height is computed by dividing the NAVD 88
 FE2171.geopotential number by the normal gravity value computed on the
 FE2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2171.degrees latitude (g = 980.6199 gals.).
 FE2171
 FE2171.The modeled gravity was interpolated from observed gravity values.
 FE2171
 FE2171;                    North         East    Units  Estimated Accuracy
 FE2171;SPC TN       -    84,520.      283,990.      MT  (+/- 180 meters Scaled)
 FE2171
 FE2171                          SUPERSEDED SURVEY CONTROL
 FE2171
 FE2171.No superseded survey control is available for this station.
 FE2171
 FE2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD752807(NAD 83)
 FE2171_MARKER: I = METAL ROD
 FE2171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2171_SP_SET: STAINLESS STEEL ROD
 FE2171_STAMPING: G 299 1983
 FE2171_MARK LOGO: NGS   
 FE2171_PROJECTION: FLUSH
 FE2171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2171_ROD/PIPE-DEPTH: 9.75 meters
 FE2171
 FE2171  HISTORY     - Date     Condition        Report By
 FE2171  HISTORY     - 1983     MONUMENTED       NGS
 FE2171  HISTORY     - 20020410 MARK NOT FOUND   USACE
 FE2171  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 FE2171
 FE2171                          STATION DESCRIPTION
 FE2171
 FE2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2171'6.7 KM (4.15 MI) WEST FROM MOSCOW.
 FE2171'6.7 KM (4.15 MI) WEST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF
 FE2171'STATE HIGHWAY 76 IN MOSCOW TO THE MARK ON THE LEFT, 0.1 KM (0.05 MI)
 FE2171'EAST FROM AN ASPHALT ROAD LEADING NORTH, 10.15 METERS (33.3 FT) SOUTH
 FE2171'OF THE CENTERLINE OF THE HIGHWAY, 48.55 METERS (159.3 FT) NORTHEAST OF
 FE2171'THE NORTHEAST CORNER OF A LARGE ONE LEVEL BUILDING (THE 57 RESTAURANT
 FE2171'AND LOUNGE), 7.59 METERS (24.9 FT) NORTH OF A FENCE LINE, AND
 FE2171'1.01 METERS (3.3 FT) EAST OF A POWERLINE POLE.  BRUCE M.  GUNTER.
 FE2171'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2171'THE MARK IS 0.91 M BELOW HIGHWAY.
 FE2171
 FE2171                          STATION RECOVERY (2002)
 FE2171
 FE2171'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2171'MARK NOT FOUND.
 FE2171
 FE2171                          STATION RECOVERY (2006)
 FE2171
 FE2171'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2171'SCALED COORDINATES WELL SOUTH OF THE LOCATION DESCRIBED IN THE TEXT.
 FE2171'THERE IS A BUILDING, NOW A WOODWORKING BUSINESS, WITH FENCE THAT
 FE2171'MATCHES THE DESCRIPTION SOUTH EAST OF THE INTERSECTION OF HIGHWAY 57
 FE2171'AND HAYES ROAD.  DUE TO THE FENCE PRECISE MEASUREMENTS TO THE BUILDING
 FE2171'WERE NOT POSSIBLE.
 FE2171'THE MOST LIKELY POWER POLE HAS A NEW TELEPHONE BOX INSTALLED TO THE
 FE2171'EAST, AND IS EAST AND ADJACENT TO A BROKEN OFF TELEPHONE POLE.  IT IS
 FE2171'LIKELY THE MARK WAS DAMAGED DURING UTILITY WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0502 ***********************************************************************
 FD0502  DESIGNATION -  G 30
 FD0502  PID         -  FD0502
 FD0502  STATE/COUNTY-  TN/MAURY
 FD0502  USGS QUAD   -  GLENDALE (1981)
 FD0502
 FD0502                         *CURRENT SURVEY CONTROL
 FD0502  ___________________________________________________________________
 FD0502* NAD 83(1986)-  35 30 48.     (N)    086 59 15.     (W)     SCALED    
 FD0502* NAVD 88     -       227.802  (meters)     747.38   (feet)  ADJUSTED  
 FD0502  ___________________________________________________________________
 FD0502  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0502  DYNAMIC HT  -         227.598 (meters)     746.71  (feet)  COMP
 FD0502  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 FD0502
 FD0502  VERT ORDER  -  SECOND    CLASS 0
 FD0502
 FD0502.The horizontal coordinates were scaled from a topographic map and have
 FD0502.an estimated accuracy of +/- 6 seconds.
 FD0502
 FD0502.The orthometric height was determined by differential leveling
 FD0502.and adjusted by the National Geodetic Survey in June 1991..
 FD0502
 FD0502.The geoid height was determined by GEOID03.
 FD0502
 FD0502.The dynamic height is computed by dividing the NAVD 88
 FD0502.geopotential number by the normal gravity value computed on the
 FD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0502.degrees latitude (g = 980.6199 gals.).
 FD0502
 FD0502.The modeled gravity was interpolated from observed gravity values.
 FD0502
 FD0502;                    North         East    Units  Estimated Accuracy
 FD0502;SPC TN       -   131,370.      510,420.      MT  (+/- 180 meters Scaled)
 FD0502
 FD0502                          SUPERSEDED SURVEY CONTROL
 FD0502
 FD0502  NGVD 29 (??/??/92)  227.774  (m)          747.29   (f) ADJ UNCH    2 0
 FD0502
 FD0502.Superseded values are not recommended for survey control.
 FD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0502.See file dsdata.txt to determine how the superseded data were derived.
 FD0502
 FD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE011299(NAD 83)
 FD0502_MARKER: DB = BENCH MARK DISK
 FD0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0502_STAMPING: G 30 1934
 FD0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0502+STABILITY: SURFACE MOTION
 FD0502
 FD0502  HISTORY     - Date     Condition        Report By
 FD0502  HISTORY     - 1934     MONUMENTED       CGS
 FD0502
 FD0502                          STATION DESCRIPTION
 FD0502
 FD0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0502'2 MI N FROM CULLEOKA.
 FD0502'2.0 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0502'CULLEOKA, MAURY COUNTY, 17-1/2 RAILS SOUTH OF MILEPOST L 240,
 FD0502'8 FEET SOUTH OF A PRIVATE-ROAD CROSSING, 20 FEET WEST OF THE
 FD0502'CENTERLINE OF THE TRACK, 2-1/2 FEET SOUTH OF A GATE POST, AND 1
 FD0502'FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED G 30 1934
 FD0502'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2210 ***********************************************************************
 FE2210  DESIGNATION -  G 300
 FE2210  PID         -  FE2210
 FE2210  STATE/COUNTY-  TN/SHELBY
 FE2210  USGS QUAD   -  COLLIERVILLE (1965)
 FE2210
 FE2210                         *CURRENT SURVEY CONTROL
 FE2210  ___________________________________________________________________
 FE2210* NAD 83(1986)-  35 03 36.     (N)    089 44 51.     (W)     SCALED    
 FE2210* NAVD 88     -       112.116  (meters)     367.83   (feet)  ADJUSTED  
 FE2210  ___________________________________________________________________
 FE2210  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE2210  DYNAMIC HT  -         112.012 (meters)     367.49  (feet)  COMP
 FE2210  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 FE2210
 FE2210  VERT ORDER  -  FIRST     CLASS II
 FE2210
 FE2210.The horizontal coordinates were scaled from a topographic map and have
 FE2210.an estimated accuracy of +/- 6 seconds.
 FE2210
 FE2210.The orthometric height was determined by differential leveling
 FE2210.and adjusted by the National Geodetic Survey in June 1991..
 FE2210
 FE2210.The geoid height was determined by GEOID03.
 FE2210
 FE2210.The dynamic height is computed by dividing the NAVD 88
 FE2210.geopotential number by the normal gravity value computed on the
 FE2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2210.degrees latitude (g = 980.6199 gals.).
 FE2210
 FE2210.The modeled gravity was interpolated from observed gravity values.
 FE2210
 FE2210;                    North         East    Units  Estimated Accuracy
 FE2210;SPC TN       -    87,170.      258,220.      MT  (+/- 180 meters Scaled)
 FE2210
 FE2210                          SUPERSEDED SURVEY CONTROL
 FE2210
 FE2210.No superseded survey control is available for this station.
 FE2210
 FE2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD494831(NAD 83)
 FE2210_MARKER: I = METAL ROD
 FE2210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2210_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2210_STAMPING: G 300 1983
 FE2210_MARK LOGO: NGS   
 FE2210_PROJECTION: FLUSH
 FE2210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2210+STABILITY: POSITION/ELEVATION WELL
 FE2210_ROD/PIPE-DEPTH: 15.8 meters
 FE2210_SLEEVE-DEPTH  : 6.09 meters
 FE2210
 FE2210  HISTORY     - Date     Condition        Report By
 FE2210  HISTORY     - 1983     MONUMENTED       NGS
 FE2210  HISTORY     - 19940910 POOR             TN1620
 FE2210
 FE2210                          STATION DESCRIPTION
 FE2210
 FE2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2210'7.7 KM (4.8 MI) WEST FROM COLLIERVILLE.
 FE2210'0.2 KM (0.1 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2210'COLLIERVILLE, THENCE 1.9 KM (1.2 MI) WEST ALONG STATE HIGHWAY 57 TO
 FE2210'THE MERGER WITH U.S. HIGHWAY 72, THENCE CONTINUE WESTERLY 5.3 KM
 FE2210'(3.3 MI) ALONG STATE HIGHWAY 57 AND U.S. HIGHWAY 72 TO THE JUNCTION OF
 FE2210'POPLAR PIKE ROAD, THENCE 0.3 KM (0.2 MI) WEST, SET AT THE NORTHEAST
 FE2210'CORNER OF A WHITE WOOD FENCE AT THE HOME OF MRS. JOHN TINDALL,
 FE2210'35.96 METERS (118.0 FT) SOUTHWEST OF THE CENTERLINE OF POPLAR PIKE
 FE2210'ROAD, 18.89 METERS (62.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 FE2210'SOUTHERN RAILROAD TRACKS, 42.97 METERS (141.0 FT) NORTHWEST OF THE
 FE2210'NORTHERNMOST NORTHWEST CORNER OF MRS. JOHN TINDALLS HOME, 11.58 METERS
 FE2210'(38.0 FT) EAST-SOUTHEAST OF A BARBWIRE FENCE CORNER, 1.67 METERS
 FE2210'(5.5 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A BOARD FENCE CORNER,
 FE2210'AND 7.31 METERS (24.0 FT) WEST OF THE CENTER OF A GRAVEL DRIVEWAY
 FE2210'LEADING TO HOME.
 FE2210'THE MARK IS 1.52 METERS  SW FROM A WITNESS POST.
 FE2210'THE MARK IS 1.22 M BELOW RAILROAD TRACKS.
 FE2210
 FE2210                          STATION RECOVERY (1994)
 FE2210
 FE2210'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE2210'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1357 ***********************************************************************
 FD1357  DESIGNATION -  G 301
 FD1357  PID         -  FD1357
 FD1357  STATE/COUNTY-  TN/LAWRENCE
 FD1357  USGS QUAD   -  LORETTO (1976)
 FD1357
 FD1357                         *CURRENT SURVEY CONTROL
 FD1357  ___________________________________________________________________
 FD1357* NAD 83(1986)-  35 02 41.     (N)    087 29 37.     (W)     SCALED    
 FD1357* NAVD 88     -       244.414  (meters)     801.88   (feet)  ADJUSTED  
 FD1357  ___________________________________________________________________
 FD1357  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FD1357  DYNAMIC HT  -         244.180 (meters)     801.11  (feet)  COMP
 FD1357  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FD1357
 FD1357  VERT ORDER  -  FIRST     CLASS II
 FD1357
 FD1357.The horizontal coordinates were scaled from a topographic map and have
 FD1357.an estimated accuracy of +/- 6 seconds.
 FD1357
 FD1357.The orthometric height was determined by differential leveling
 FD1357.and adjusted by the National Geodetic Survey in June 1991..
 FD1357
 FD1357.The geoid height was determined by GEOID03.
 FD1357
 FD1357.The dynamic height is computed by dividing the NAVD 88
 FD1357.geopotential number by the normal gravity value computed on the
 FD1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1357.degrees latitude (g = 980.6199 gals.).
 FD1357
 FD1357.The modeled gravity was interpolated from observed gravity values.
 FD1357
 FD1357;                    North         East    Units  Estimated Accuracy
 FD1357;SPC TN       -    79,970.      463,730.      MT  (+/- 180 meters Scaled)
 FD1357
 FD1357                          SUPERSEDED SURVEY CONTROL
 FD1357
 FD1357.No superseded survey control is available for this station.
 FD1357
 FD1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD549781(NAD 83)
 FD1357_MARKER: I = METAL ROD
 FD1357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1357_SP_SET: STAINLESS STEEL ROD
 FD1357_STAMPING: G 301 1983
 FD1357_MARK LOGO: NGS   
 FD1357_PROJECTION: FLUSH
 FD1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1357+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD1357_ROD/PIPE-DEPTH: 7.31 meters
 FD1357
 FD1357  HISTORY     - Date     Condition        Report By
 FD1357  HISTORY     - 1983     MONUMENTED       NGS
 FD1357  HISTORY     - 20020520 GOOD             TNDT
 FD1357
 FD1357                          STATION DESCRIPTION
 FD1357
 FD1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1357'1.8 KM (1.1 MI) NE FROM ST JOSEPH.
 FD1357'0.2 KM (0.1 MI) EAST ALONG WALNUT STREET FROM THE POST OFFICE IN ST.
 FD1357'JOSEPH TO THE JUNCTION OF U.S. HIGHWAY 43, THENCE 1.6 KM (1.0 MI)
 FD1357'NORTH ALONG U.S. HIGHWAY 43 TO THE MARK ON THE RIGHT, ALSO 6.5 KM
 FD1357'(4.05 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN LORETTO
 FD1357'TO THE MARK ON THE LEFT, 22.13 METERS (72.6 FT) SOUTHEAST OF THE
 FD1357'CENTERLINE OF THE HIGHWAY, 14.45 METERS (47.4 FT) NORTH OF A POWERLINE
 FD1357'POLE, 14.02 METERS (46.0 FT) EAST OF A 2 FOOT DIAMETER METAL CULVERT
 FD1357'UNDER A DRIVE LEADING TO A ONE LEVEL BRICK HOUSE, 7.92 METERS
 FD1357'(26.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVE TO THE
 FD1357'HOUSE, 1.04 METERS (3.4 FT) SOUTHWEST OF A CORNER POST OF A BARBWIRE
 FD1357'FENCE, AND 0.46 METERS (1.5 FT) NORTHWEST OF THE FENCE.
 FD1357'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 FD1357'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD1357
 FD1357                          STATION RECOVERY (2002)
 FD1357
 FD1357'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1390 ***********************************************************************
 FD1390  DESIGNATION -  G 302
 FD1390  PID         -  FD1390
 FD1390  STATE/COUNTY-  TN/WILLIAMSON
 FD1390  USGS QUAD   -  SPRING HILL (1979)
 FD1390
 FD1390                         *CURRENT SURVEY CONTROL
 FD1390  ___________________________________________________________________
 FD1390* NAD 83(1986)-  35 47 14.     (N)    086 54 38.     (W)     SCALED    
 FD1390* NAVD 88     -       259.877  (meters)     852.61   (feet)  ADJUSTED  
 FD1390  ___________________________________________________________________
 FD1390  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FD1390  DYNAMIC HT  -         259.647 (meters)     851.86  (feet)  COMP
 FD1390  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD1390
 FD1390  VERT ORDER  -  FIRST     CLASS II
 FD1390
 FD1390.The horizontal coordinates were scaled from a topographic map and have
 FD1390.an estimated accuracy of +/- 6 seconds.
 FD1390
 FD1390.The orthometric height was determined by differential leveling
 FD1390.and adjusted by the National Geodetic Survey in June 1991..
 FD1390
 FD1390.The geoid height was determined by GEOID03.
 FD1390
 FD1390.The dynamic height is computed by dividing the NAVD 88
 FD1390.geopotential number by the normal gravity value computed on the
 FD1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1390.degrees latitude (g = 980.6199 gals.).
 FD1390
 FD1390.The modeled gravity was interpolated from observed gravity values.
 FD1390
 FD1390;                    North         East    Units  Estimated Accuracy
 FD1390;SPC TN       -   161,690.      517,690.      MT  (+/- 180 meters Scaled)
 FD1390
 FD1390                          SUPERSEDED SURVEY CONTROL
 FD1390
 FD1390.No superseded survey control is available for this station.
 FD1390
 FD1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE080603(NAD 83)
 FD1390_MARKER: DB = BENCH MARK DISK
 FD1390_SETTING: 66 = SET IN ROCK OUTCROP
 FD1390_SP_SET: ROCK OUTCROP
 FD1390_STAMPING: G 302 1984
 FD1390_MARK LOGO: NGS   
 FD1390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1390+STABILITY: POSITION/ELEVATION WELL
 FD1390
 FD1390  HISTORY     - Date     Condition        Report By
 FD1390  HISTORY     - 1984     MONUMENTED       NGS
 FD1390
 FD1390                          STATION DESCRIPTION
 FD1390
 FD1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1390'4.3 KM (2.7 MI) NORTH FROM SPRING HILL.
 FD1390'4.3 KM (2.7 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1390'SPRING HILL TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) PAST THE
 FD1390'JUNCTION OF BUCKNER ROAD, A DISK SET IN BEDROCK, 7.65 METERS (25.1 FT)
 FD1390'EAST OF THE CENTERLINE OF THE HIGHWAY, 27.55 METERS (90.4 FT) NORTH OF
 FD1390'A POWERLINE POLE, AND 19.29 METERS (63.3 FT) SOUTH OF A POWERLINE
 FD1390'POLE.
 FD1390'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 FD1390'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1385 ***********************************************************************
 FD1385  DESIGNATION -  G 303
 FD1385  PID         -  FD1385
 FD1385  STATE/COUNTY-  TN/MAURY
 FD1385  USGS QUAD   -  COLUMBIA (1989)
 FD1385
 FD1385                         *CURRENT SURVEY CONTROL
 FD1385  ___________________________________________________________________
 FD1385* NAD 83(1986)-  35 36 50.     (N)    087 03 02.     (W)     SCALED    
 FD1385* NAVD 88     -       211.588  (meters)     694.18   (feet)  ADJUSTED  
 FD1385  ___________________________________________________________________
 FD1385  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD1385  DYNAMIC HT  -         211.402 (meters)     693.57  (feet)  COMP
 FD1385  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 FD1385
 FD1385  VERT ORDER  -  FIRST     CLASS II
 FD1385
 FD1385.The horizontal coordinates were scaled from a topographic map and have
 FD1385.an estimated accuracy of +/- 6 seconds.
 FD1385
 FD1385.The orthometric height was determined by differential leveling
 FD1385.and adjusted by the National Geodetic Survey in June 1991..
 FD1385
 FD1385.The geoid height was determined by GEOID03.
 FD1385
 FD1385.The dynamic height is computed by dividing the NAVD 88
 FD1385.geopotential number by the normal gravity value computed on the
 FD1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1385.degrees latitude (g = 980.6199 gals.).
 FD1385
 FD1385.The modeled gravity was interpolated from observed gravity values.
 FD1385
 FD1385;                    North         East    Units  Estimated Accuracy
 FD1385;SPC TN       -   142,590.      504,830.      MT  (+/- 180 meters Scaled)
 FD1385
 FD1385                          SUPERSEDED SURVEY CONTROL
 FD1385
 FD1385.No superseded survey control is available for this station.
 FD1385
 FD1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE954411(NAD 83)
 FD1385_MARKER: I = METAL ROD
 FD1385_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1385_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1385_STAMPING: G 303 1984
 FD1385_MARK LOGO: NGS   
 FD1385_PROJECTION: RECESSED 3 CENTIMETERS
 FD1385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1385+STABILITY: POSITION/ELEVATION WELL
 FD1385_ROD/PIPE-DEPTH: 2.13 meters
 FD1385_SLEEVE-DEPTH  : 1.80 meters
 FD1385
 FD1385  HISTORY     - Date     Condition        Report By
 FD1385  HISTORY     - 1984     MONUMENTED       NGS
 FD1385
 FD1385                          STATION DESCRIPTION
 FD1385
 FD1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1385'IN COLUMBIA.
 FD1385'IN COLUMBIA, SET IN THE LAWN AT THE SOUTHEAST CORNER OF THE CENTRAL
 FD1385'CHRISTIAN CHURCH AND BY THE CHURCH SIGN, LOCATED AT THE JUNCTION OF
 FD1385'TROTWOOD AVENUE AND BLACKBURN LANE, 6.55 METERS (21.5 FT) WEST OF THE
 FD1385'WEST CURB OF THE LANE, 15.24 METERS (50.0 FT) NORTH OF THE CENTER OF
 FD1385'TROTWOOD AVENUE, 5.97 METERS (19.6 FT) SOUTHEAST OF THE SOUTHEAST
 FD1385'CORNER OF THE CHURCH, 10.24 METERS (33.6 FT) EAST-SOUTHEAST OF THE
 FD1385'CENTER OF TWO DOORS AT THE MAIN ENTRANCE OF THE CHURCH, AND
 FD1385'3.17 METERS (10.4 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 FD1385'PLANTER BOX AROUND THE CHURCH SIGN.  NOTE, THIS BENCH MARK WAS
 FD1385'CEMENTED INTO FOUR FEET OF SOLID BEDROCK.
 FD1385'THE MARK IS 0.6 M ABOVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1978 ***********************************************************************
 GC1978  DESIGNATION -  G 304
 GC1978  PID         -  GC1978
 GC1978  STATE/COUNTY-  TN/DAVIDSON
 GC1978  USGS QUAD   -  SCOTTSBORO (1983)
 GC1978
 GC1978                         *CURRENT SURVEY CONTROL
 GC1978  ___________________________________________________________________
 GC1978* NAD 83(1986)-  36 12 57.     (N)    086 59 14.     (W)     SCALED    
 GC1978* NAVD 88     -       130.111  (meters)     426.87   (feet)  ADJUSTED  
 GC1978  ___________________________________________________________________
 GC1978  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1978  DYNAMIC HT  -         129.999 (meters)     426.51  (feet)  COMP
 GC1978  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC1978
 GC1978  VERT ORDER  -  FIRST     CLASS II
 GC1978
 GC1978.The horizontal coordinates were scaled from a topographic map and have
 GC1978.an estimated accuracy of +/- 6 seconds.
 GC1978
 GC1978.The orthometric height was determined by differential leveling
 GC1978.and adjusted by the National Geodetic Survey in June 1991..
 GC1978
 GC1978.The geoid height was determined by GEOID03.
 GC1978
 GC1978.The dynamic height is computed by dividing the NAVD 88
 GC1978.geopotential number by the normal gravity value computed on the
 GC1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1978.degrees latitude (g = 980.6199 gals.).
 GC1978
 GC1978.The modeled gravity was interpolated from observed gravity values.
 GC1978
 GC1978;                    North         East    Units  Estimated Accuracy
 GC1978;SPC TN       -   209,310.      511,240.      MT  (+/- 180 meters Scaled)
 GC1978
 GC1978                          SUPERSEDED SURVEY CONTROL
 GC1978
 GC1978.No superseded survey control is available for this station.
 GC1978
 GC1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF011078(NAD 83)
 GC1978_MARKER: DB = BENCH MARK DISK
 GC1978_SETTING: 66 = SET IN ROCK OUTCROP
 GC1978_SP_SET: ROCK OUTCROP
 GC1978_STAMPING: G 304 1984
 GC1978_MARK LOGO: NGS   
 GC1978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1978+STABILITY: POSITION/ELEVATION WELL
 GC1978
 GC1978  HISTORY     - Date     Condition        Report By
 GC1978  HISTORY     - 1984     MONUMENTED       NGS
 GC1978
 GC1978                          STATION DESCRIPTION
 GC1978
 GC1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1978'10.2 KM (6.35 MI) SE FROM ASHLAND CITY.
 GC1978'10.2 KM (6.35 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE
 GC1978'COUNTY COURTHOUSE IN ASHLAND CITY TO THE CHEATHAM-DAVIDSON COUNTY LINE
 GC1978'AND THE MARK ON THE LEFT, A MARK SET IN A ROCK LEDGE, 6.37 METERS
 GC1978'(20.9 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GC1978'65.14 METERS (213.7 FT) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A
 GC1978'DRIVE TO A PASTURE, 15.36 METERS (50.4 FT) EAST-SOUTHEAST OF THE
 GC1978'CHEATHAM COUNTY LINE SIGN, AND 5.76 METERS (18.9 FT) SOUTH-SOUTHWEST
 GC1978'OF A LOG FENCE.
 GC1978'THE MARK IS 0.52 METERS  WNW FROM A WITNESS POST.
 GC1978'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2002 ***********************************************************************
 GC2002  DESIGNATION -  G 305
 GC2002  PID         -  GC2002
 GC2002  STATE/COUNTY-  TN/MONTGOMERY
 GC2002  USGS QUAD   -  HENRIETTA (1983)
 GC2002
 GC2002                         *CURRENT SURVEY CONTROL
 GC2002  ___________________________________________________________________
 GC2002* NAD 83(1986)-  36 25 47.     (N)    087 12 55.     (W)     SCALED    
 GC2002* NAVD 88     -       162.527  (meters)     533.22   (feet)  ADJUSTED  
 GC2002  ___________________________________________________________________
 GC2002  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2002  DYNAMIC HT  -         162.391 (meters)     532.78  (feet)  COMP
 GC2002  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 GC2002
 GC2002  VERT ORDER  -  FIRST     CLASS II
 GC2002
 GC2002.The horizontal coordinates were scaled from a topographic map and have
 GC2002.an estimated accuracy of +/- 6 seconds.
 GC2002
 GC2002.The orthometric height was determined by differential leveling
 GC2002.and adjusted by the National Geodetic Survey in June 1991..
 GC2002
 GC2002.The geoid height was determined by GEOID03.
 GC2002
 GC2002.The dynamic height is computed by dividing the NAVD 88
 GC2002.geopotential number by the normal gravity value computed on the
 GC2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2002.degrees latitude (g = 980.6199 gals.).
 GC2002
 GC2002.The modeled gravity was interpolated from observed gravity values.
 GC2002
 GC2002;                    North         East    Units  Estimated Accuracy
 GC2002;SPC TN       -   233,270.      491,030.      MT  (+/- 180 meters Scaled)
 GC2002
 GC2002                          SUPERSEDED SURVEY CONTROL
 GC2002
 GC2002.No superseded survey control is available for this station.
 GC2002
 GC2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF807316(NAD 83)
 GC2002_MARKER: DB = BENCH MARK DISK
 GC2002_SETTING: 66 = SET IN ROCK OUTCROP
 GC2002_SP_SET: ROCK OUTCROP
 GC2002_STAMPING: G 305 1984
 GC2002_MARK LOGO: NGS   
 GC2002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2002+STABILITY: POSITION/ELEVATION WELL
 GC2002
 GC2002  HISTORY     - Date     Condition        Report By
 GC2002  HISTORY     - 1984     MONUMENTED       NGS
 GC2002
 GC2002                          STATION DESCRIPTION
 GC2002
 GC2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2002'13.1 KM (8.15 MI) NW FROM CHEAP HILL.
 GC2002'13.1 KM (8.15 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2002'OFFICE IN CHEAP HILL TO A TWENTY FOOT ROCK CUT ON THE RIGHT AND THE
 GC2002'MARK ON THE LEFT, A DISK SET IN AN OUTCROP OF BEDROCK, 11.13 METERS
 GC2002'(36.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.85 METERS
 GC2002'(19.2 FT) EAST OF THE EAST BANK OF A CREEK.
 GC2002'THE MARK IS 0.49 METERS  SE FROM A WITNESS POST.
 GC2002'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2924 ***********************************************************************
 AJ2924  DESIGNATION -  G 307
 AJ2924  PID         -  AJ2924
 AJ2924  STATE/COUNTY-  TN/TROUSDALE
 AJ2924  USGS QUAD   -  HARTSVILLE (1994)
 AJ2924
 AJ2924                         *CURRENT SURVEY CONTROL
 AJ2924  ___________________________________________________________________
 AJ2924* NAD 83(1986)-  36 23 25.     (N)    086 08 49.     (W)     SCALED    
 AJ2924* NAVD 88     -       162.424  (meters)     532.89   (feet)  ADJUSTED  
 AJ2924  ___________________________________________________________________
 AJ2924  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AJ2924  DYNAMIC HT  -         162.290 (meters)     532.45  (feet)  COMP
 AJ2924  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 AJ2924
 AJ2924  VERT ORDER  -  SECOND    CLASS I
 AJ2924
 AJ2924.The horizontal coordinates were scaled from a topographic map and have
 AJ2924.an estimated accuracy of +/- 6 seconds.
 AJ2924
 AJ2924.The orthometric height was determined by differential leveling
 AJ2924.and adjusted by the National Geodetic Survey in July 2002..
 AJ2924.No vertical observational check was made to the station.
 AJ2924
 AJ2924.The geoid height was determined by GEOID03.
 AJ2924
 AJ2924.The dynamic height is computed by dividing the NAVD 88
 AJ2924.geopotential number by the normal gravity value computed on the
 AJ2924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2924.degrees latitude (g = 980.6199 gals.).
 AJ2924
 AJ2924.The modeled gravity was interpolated from observed gravity values.
 AJ2924
 AJ2924;                    North         East    Units  Estimated Accuracy
 AJ2924;SPC TN       -   228,230.      586,820.      MT  (+/- 180 meters Scaled)
 AJ2924
 AJ2924                          SUPERSEDED SURVEY CONTROL
 AJ2924
 AJ2924.No superseded survey control is available for this station.
 AJ2924
 AJ2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF765275(NAD 83)
 AJ2924_MARKER: DV = VERTICAL CONTROL DISK
 AJ2924_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2924_SP_SET: CULVERT HEADWALL
 AJ2924_STAMPING: G 307 2001
 AJ2924_MARK LOGO: NGS   
 AJ2924_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2924+STABILITY: SURFACE MOTION
 AJ2924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2924+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AJ2924
 AJ2924  HISTORY     - Date     Condition        Report By
 AJ2924  HISTORY     - 20010202 MONUMENTED       NGS
 AJ2924
 AJ2924                          STATION DESCRIPTION
 AJ2924
 AJ2924'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2924'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2924'HARTSVILLE, THENCE 0.1 KM WESTERLY ALONG STATE HIGHWAY 25, IN TOP
 AJ2924'OF AND 0.2 M EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL
 AJ2924'OF A BOX CURVERT UNDER THE HIGHWAY, 13.9 M WEST OF THE CENTER OF
 AJ2924'THE MOST WESTERLY OF 2 ENTRANCES TO DOMINO'S PIZZA, 7.4 M SOUTH OF
 AJ2924'THE HIGHWAY CENTERLINE, AND 1.0 M BELOW THE LEVEL OF THE HIGHWAY.
 AJ2924'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2924'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1213 ***********************************************************************
 FD1213  DESIGNATION -  G 31 RESET
 FD1213  PID         -  FD1213
 FD1213  STATE/COUNTY-  TN/PERRY
 FD1213  USGS QUAD   -  GRAVES SPRING (1968)
 FD1213
 FD1213                         *CURRENT SURVEY CONTROL
 FD1213  ___________________________________________________________________
 FD1213* NAD 83(1986)-  35 35 04.     (N)    087 43 44.     (W)     SCALED    
 FD1213* NAVD 88     -       268.244  (meters)     880.06   (feet)  ADJUSTED  
 FD1213  ___________________________________________________________________
 FD1213  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1213  DYNAMIC HT  -         267.998 (meters)     879.26  (feet)  COMP
 FD1213  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 FD1213
 FD1213  VERT ORDER  -  FIRST     CLASS II
 FD1213
 FD1213.The horizontal coordinates were scaled from a topographic map and have
 FD1213.an estimated accuracy of +/- 6 seconds.
 FD1213
 FD1213.The orthometric height was determined by differential leveling
 FD1213.and adjusted by the National Geodetic Survey in June 1991..
 FD1213
 FD1213.The geoid height was determined by GEOID03.
 FD1213
 FD1213.The dynamic height is computed by dividing the NAVD 88
 FD1213.geopotential number by the normal gravity value computed on the
 FD1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1213.degrees latitude (g = 980.6199 gals.).
 FD1213
 FD1213.The modeled gravity was interpolated from observed gravity values.
 FD1213
 FD1213;                    North         East    Units  Estimated Accuracy
 FD1213;SPC TN       -   140,190.      443,320.      MT  (+/- 180 meters Scaled)
 FD1213
 FD1213                          SUPERSEDED SURVEY CONTROL
 FD1213
 FD1213  NGVD 29 (??/??/92)  268.230  (m)          880.02   (f) ADJ UNCH    1 2
 FD1213
 FD1213.Superseded values are not recommended for survey control.
 FD1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1213.See file dsdata.txt to determine how the superseded data were derived.
 FD1213
 FD1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE339381(NAD 83)
 FD1213_MARKER: DB = BENCH MARK DISK
 FD1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1213_STAMPING: G 31 1934 RESET 1949
 FD1213_MARK LOGO: CGS   
 FD1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1213+STABILITY: SURFACE MOTION
 FD1213
 FD1213  HISTORY     - Date     Condition        Report By
 FD1213  HISTORY     - 1949     MONUMENTED       CGS
 FD1213  HISTORY     - 1953     GOOD             NGS
 FD1213
 FD1213                          STATION DESCRIPTION
 FD1213
 FD1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1213'9 MI E FROM LINDEN.
 FD1213'ABOUT 9.0 MILES EAST ALONG STATE HIGHWAY 20 FROM THE COURT HOUSE
 FD1213'AT LINDEN, AT THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 FD1213'NORTH AND EAST, ABOUT 1.0 MILE NORTHWEST OF THE JUNCTION OF A
 FD1213'GRAVEL ROAD SOUTHWEST, 46 FEET SOUTHWEST OF THE CENTER LINE OF
 FD1213'THE HIGHWAY, 7.5 FEET WEST OF A TRIANGULAR BLAZED 16-INCH OAK TREE,
 FD1213'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FD1213'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1213
 FD1213                          STATION RECOVERY (1953)
 FD1213
 FD1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0828 ***********************************************************************
 FD0828  DESIGNATION -  G 33
 FD0828  PID         -  FD0828
 FD0828  STATE/COUNTY-  TN/GILES
 FD0828  USGS QUAD   -  PULASKI (1984)
 FD0828
 FD0828                         *CURRENT SURVEY CONTROL
 FD0828  ___________________________________________________________________
 FD0828* NAD 83(1986)-  35 11 48.     (N)    087 01 56.     (W)     SCALED    
 FD0828* NAVD 88     -       214.735  (meters)     704.51   (feet)  ADJUSTED  
 FD0828  ___________________________________________________________________
 FD0828  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0828  DYNAMIC HT  -         214.533 (meters)     703.85  (feet)  COMP
 FD0828  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FD0828
 FD0828  VERT ORDER  -  SECOND    CLASS 0
 FD0828
 FD0828.The horizontal coordinates were scaled from a topographic map and have
 FD0828.an estimated accuracy of +/- 6 seconds.
 FD0828
 FD0828.The orthometric height was determined by differential leveling
 FD0828.and adjusted by the National Geodetic Survey in June 1991..
 FD0828
 FD0828.The geoid height was determined by GEOID03.
 FD0828
 FD0828.The dynamic height is computed by dividing the NAVD 88
 FD0828.geopotential number by the normal gravity value computed on the
 FD0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0828.degrees latitude (g = 980.6199 gals.).
 FD0828
 FD0828.The modeled gravity was interpolated from observed gravity values.
 FD0828
 FD0828;                    North         East    Units  Estimated Accuracy
 FD0828;SPC TN       -    96,280.      506,000.      MT  (+/- 180 meters Scaled)
 FD0828
 FD0828                          SUPERSEDED SURVEY CONTROL
 FD0828
 FD0828  NGVD 29 (??/??/92)  214.699  (m)          704.39   (f) ADJ UNCH    2 0
 FD0828
 FD0828.Superseded values are not recommended for survey control.
 FD0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0828.See file dsdata.txt to determine how the superseded data were derived.
 FD0828
 FD0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD970948(NAD 83)
 FD0828_MARKER: DB = BENCH MARK DISK
 FD0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0828_STAMPING: G 33 1934
 FD0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0828+STABILITY: SURFACE MOTION
 FD0828
 FD0828  HISTORY     - Date     Condition        Report By
 FD0828  HISTORY     - 1934     MONUMENTED       CGS
 FD0828  HISTORY     - 1954     GOOD             NGS
 FD0828
 FD0828                          STATION DESCRIPTION
 FD0828
 FD0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FD0828'AT PULASKI.
 FD0828'AT PULASKI, GILES COUNTY, 65 FEET SOUTHWEST OF THE INTERSECTION
 FD0828'OF COLLEGE AND FIRST STREETS, 30 FEET NORTHEAST OF THE POST
 FD0828'OFFICE, IN THE LAWN, AND 15 FEET SOUTH OF COLLEGE STREET.  A
 FD0828'STANDARD DISK, STAMPED G 33 1934 AND SET IN THE TOP OF A CONCRETE
 FD0828'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0824 ***********************************************************************
 FD0824  DESIGNATION -  G 34
 FD0824  PID         -  FD0824
 FD0824  STATE/COUNTY-  TN/LAWRENCE
 FD0824  USGS QUAD   -  BODENHAM (1986)
 FD0824
 FD0824                         *CURRENT SURVEY CONTROL
 FD0824  ___________________________________________________________________
 FD0824* NAD 83(1986)-  35 13 14.     (N)    087 13 48.     (W)     SCALED    
 FD0824* NAVD 88     -       302.828  (meters)     993.53   (feet)  ADJUSTED  
 FD0824  ___________________________________________________________________
 FD0824  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0824  DYNAMIC HT  -         302.540 (meters)     992.58  (feet)  COMP
 FD0824  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 FD0824
 FD0824  VERT ORDER  -  SECOND    CLASS 0
 FD0824
 FD0824.The horizontal coordinates were scaled from a topographic map and have
 FD0824.an estimated accuracy of +/- 6 seconds.
 FD0824
 FD0824.The orthometric height was determined by differential leveling
 FD0824.and adjusted by the National Geodetic Survey in June 1991..
 FD0824
 FD0824.The geoid height was determined by GEOID03.
 FD0824
 FD0824.The dynamic height is computed by dividing the NAVD 88
 FD0824.geopotential number by the normal gravity value computed on the
 FD0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0824.degrees latitude (g = 980.6199 gals.).
 FD0824
 FD0824.The modeled gravity was interpolated from observed gravity values.
 FD0824
 FD0824;                    North         East    Units  Estimated Accuracy
 FD0824;SPC TN       -    99,140.      488,020.      MT  (+/- 180 meters Scaled)
 FD0824
 FD0824                          SUPERSEDED SURVEY CONTROL
 FD0824
 FD0824  NGVD 29 (??/??/92)  302.785  (m)          993.39   (f) ADJ UNCH    2 0
 FD0824
 FD0824.Superseded values are not recommended for survey control.
 FD0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0824.See file dsdata.txt to determine how the superseded data were derived.
 FD0824
 FD0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD790975(NAD 83)
 FD0824_MARKER: DB = BENCH MARK DISK
 FD0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0824_STAMPING: G 34 1934
 FD0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0824+STABILITY: SURFACE MOTION
 FD0824
 FD0824  HISTORY     - Date     Condition        Report By
 FD0824  HISTORY     - 1934     MONUMENTED       CGS
 FD0824  HISTORY     - 1953     GOOD             TVA
 FD0824  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0824
 FD0824                          STATION DESCRIPTION
 FD0824
 FD0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0824'6 MI E FROM LAWRENCEBURG.
 FD0824'6.0 MILES EAST ALONG U.S. HIGHWAY 64 FROM LAWRENCEBURG, LAWRENCE
 FD0824'COUNTY, 150 FEET SOUTHEAST OF THE DWELLING OF DR. SHORE IN 1934,
 FD0824'2 FEET SOUTH OF A FENCE, AND 15 FEET NORTH OF THE HIGHWAY.  A
 FD0824'STANDARD DISK, STAMPED G 34 1934 AND SET IN THE TOP OF A CONCRETE
 FD0824'POST.  NOTE-- A STEEL POST WAS SET 2 FEET NORTH OF MONUMENT.
 FD0824'THERE IS A PAINTED WHITE CROSS ON FENCE POST.  IT IS 100 FEET
 FD0824'NORTHWEST OF A LARGE BARN.
 FD0824
 FD0824                          STATION RECOVERY (1953)
 FD0824
 FD0824'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0824'RECOVERED IN GOOD CONDITION.
 FD0824
 FD0824                          STATION RECOVERY (2001)
 FD0824
 FD0824'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0253 ***********************************************************************
 FE0253  DESIGNATION -  G 35
 FE0253  PID         -  FE0253
 FE0253  STATE/COUNTY-  TN/HARDIN
 FE0253  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0253
 FE0253                         *CURRENT SURVEY CONTROL
 FE0253  ___________________________________________________________________
 FE0253* NAD 83(1986)-  35 10 01.     (N)    088 20 31.     (W)     SCALED    
 FE0253* NAVD 88     -       112.884  (meters)     370.35   (feet)  ADJUSTED  
 FE0253  ___________________________________________________________________
 FE0253  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE0253  DYNAMIC HT  -         112.781 (meters)     370.02  (feet)  COMP
 FE0253  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 FE0253
 FE0253  VERT ORDER  -  SECOND    CLASS 0
 FE0253
 FE0253.The horizontal coordinates were scaled from a topographic map and have
 FE0253.an estimated accuracy of +/- 6 seconds.
 FE0253
 FE0253.The orthometric height was determined by differential leveling
 FE0253.and adjusted by the National Geodetic Survey in June 1991..
 FE0253
 FE0253.The geoid height was determined by GEOID03.
 FE0253
 FE0253.The dynamic height is computed by dividing the NAVD 88
 FE0253.geopotential number by the normal gravity value computed on the
 FE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0253.degrees latitude (g = 980.6199 gals.).
 FE0253
 FE0253.The modeled gravity was interpolated from observed gravity values.
 FE0253
 FE0253;                    North         East    Units  Estimated Accuracy
 FE0253;SPC TN       -    95,040.      386,660.      MT  (+/- 180 meters Scaled)
 FE0253
 FE0253                          SUPERSEDED SURVEY CONTROL
 FE0253
 FE0253  NGVD 29 (??/??/??)  112.893  (m)          370.38   (f) ADJUSTED    2 0
 FE0253
 FE0253.Superseded values are not recommended for survey control.
 FE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0253.See file dsdata.txt to determine how the superseded data were derived.
 FE0253
 FE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD777923(NAD 83)
 FE0253_MARKER: DB = BENCH MARK DISK
 FE0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0253_STAMPING: 370.442 G 35 1934
 FE0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0253+STABILITY: SURFACE MOTION
 FE0253
 FE0253  HISTORY     - Date     Condition        Report By
 FE0253  HISTORY     - 1934     MONUMENTED       CGS
 FE0253  HISTORY     - 1949     GOOD             CGS
 FE0253
 FE0253                          STATION DESCRIPTION
 FE0253
 FE0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0253'2 MI NW FROM PITTSBURG LANDING.
 FE0253'0.9 MILE WEST ALONG GRANT ROAD FROM THE POST OFFICE AT PITTSBURG
 FE0253'LANDING, HARDIN COUNTY, THENCE 1.1 MILES NORTH ALONG STATE
 FE0253'HIGHWAY 22, 200 YARDS SOUTH OF THE BRIDGE OVER OWL CREEK, 60
 FE0253'FEET SOUTHEAST OF THE INTERSECTION OF OLD STATE HIGHWAY 22 AND
 FE0253'A T-ROAD LEADING EAST, 40 FEET NORTHEAST OF THE CENTERLINE OF
 FE0253'THE HIGHWAY, AND 2 FEET NORTHEAST OF A STEEL POST.  A STANDARD
 FE0253'DISK, STAMPED 370.442 G 35 1934 AND SET IN THE TOP OF A CONCRETE
 FE0253'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0857 ***********************************************************************
 FD0857  DESIGNATION -  G 37
 FD0857  PID         -  FD0857
 FD0857  STATE/COUNTY-  TN/GILES
 FD0857  USGS QUAD   -  MILKY WAY (1988)
 FD0857
 FD0857                         *CURRENT SURVEY CONTROL
 FD0857  ___________________________________________________________________
 FD0857* NAD 83(1986)-  35 19 52.     (N)    087 01 34.     (W)     SCALED    
 FD0857* NAVD 88     -       219.470  (meters)     720.04   (feet)  ADJUSTED  
 FD0857  ___________________________________________________________________
 FD0857  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FD0857  DYNAMIC HT  -         219.264 (meters)     719.37  (feet)  COMP
 FD0857  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FD0857
 FD0857  VERT ORDER  -  SECOND    CLASS 0
 FD0857
 FD0857.The horizontal coordinates were scaled from a topographic map and have
 FD0857.an estimated accuracy of +/- 6 seconds.
 FD0857
 FD0857.The orthometric height was determined by differential leveling
 FD0857.and adjusted by the National Geodetic Survey in June 1991..
 FD0857
 FD0857.The geoid height was determined by GEOID03.
 FD0857
 FD0857.The dynamic height is computed by dividing the NAVD 88
 FD0857.geopotential number by the normal gravity value computed on the
 FD0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0857.degrees latitude (g = 980.6199 gals.).
 FD0857
 FD0857.The modeled gravity was interpolated from observed gravity values.
 FD0857
 FD0857;                    North         East    Units  Estimated Accuracy
 FD0857;SPC TN       -   111,190.      506,710.      MT  (+/- 180 meters Scaled)
 FD0857
 FD0857                          SUPERSEDED SURVEY CONTROL
 FD0857
 FD0857  NGVD 29 (??/??/92)  219.433  (m)          719.92   (f) ADJ UNCH    2 0
 FD0857
 FD0857.Superseded values are not recommended for survey control.
 FD0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0857.See file dsdata.txt to determine how the superseded data were derived.
 FD0857
 FD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE976097(NAD 83)
 FD0857_MARKER: DB = BENCH MARK DISK
 FD0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0857_STAMPING: G 37 1934
 FD0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0857+STABILITY: SURFACE MOTION
 FD0857
 FD0857  HISTORY     - Date     Condition        Report By
 FD0857  HISTORY     - 1934     MONUMENTED       CGS
 FD0857
 FD0857                          STATION DESCRIPTION
 FD0857
 FD0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0857'3.5 MI S FROM LYNNVILLE.
 FD0857'3.5 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0857'LYNNVILLE, GILES COUNTY, 4 RAILS NORTH OF THE STATION AT BUFORD,
 FD0857'25 FEET EAST OF THE CENTERLINE OF THE TRACK, 18 FEET EAST OF A MAIL
 FD0857'RACK, AND 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED
 FD0857'G 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1332 ***********************************************************************
 FC1332  DESIGNATION -  G 38
 FC1332  PID         -  FC1332
 FC1332  STATE/COUNTY-  TN/MARION
 FC1332  USGS QUAD   -  MONTEAGLE (1982)
 FC1332
 FC1332                         *CURRENT SURVEY CONTROL
 FC1332  ___________________________________________________________________
 FC1332* NAD 83(1986)-  35 09 49.     (N)    085 47 19.     (W)     SCALED    
 FC1332* NAVD 88     -       207.373  (meters)     680.36   (feet)  ADJUSTED  
 FC1332  ___________________________________________________________________
 FC1332  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1332  DYNAMIC HT  -         207.167 (meters)     679.68  (feet)  COMP
 FC1332  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 FC1332
 FC1332  VERT ORDER  -  SECOND    CLASS 0
 FC1332
 FC1332.The horizontal coordinates were scaled from a topographic map and have
 FC1332.an estimated accuracy of +/- 6 seconds.
 FC1332
 FC1332.The orthometric height was determined by differential leveling
 FC1332.and adjusted by the National Geodetic Survey in June 1991..
 FC1332
 FC1332.The geoid height was determined by GEOID03.
 FC1332
 FC1332.The dynamic height is computed by dividing the NAVD 88
 FC1332.geopotential number by the normal gravity value computed on the
 FC1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1332.degrees latitude (g = 980.6199 gals.).
 FC1332
 FC1332.The modeled gravity was interpolated from observed gravity values.
 FC1332
 FC1332;                    North         East    Units  Estimated Accuracy
 FC1332;SPC TN       -    92,140.      619,260.      MT  (+/- 180 meters Scaled)
 FC1332
 FC1332                          SUPERSEDED SURVEY CONTROL
 FC1332
 FC1332  NGVD 29 (??/??/92)  207.361  (m)          680.32   (f) ADJ UNCH    2 0
 FC1332
 FC1332.Superseded values are not recommended for survey control.
 FC1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1332.See file dsdata.txt to determine how the superseded data were derived.
 FC1332
 FC1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD103918(NAD 83)
 FC1332_MARKER: DB = BENCH MARK DISK
 FC1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1332_SP_SET: BRIDGE
 FC1332_STAMPING: G 38 1934
 FC1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1332
 FC1332  HISTORY     - Date     Condition        Report By
 FC1332  HISTORY     - 1934     MONUMENTED       CGS
 FC1332  HISTORY     - 1950     MARK NOT FOUND   NGS
 FC1332  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1332
 FC1332                          STATION DESCRIPTION
 FC1332
 FC1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1332'7 MI SE FROM MONTEAGLE.
 FC1332'IN MARION COUNTY, 7 MILES SOUTHEAST ALONG STATE HIGHWAY 2 FROM
 FC1332'MONTEAGLE, GRUNDY COUNTY, 0.1 MILE SOUTHEAST OF MARTIN SPRINGS,
 FC1332'AT THE CONCRETE BRIDGE OVER BATTLE CREEK, IN THE TOP OF THE WEST
 FC1332'END OF THE NORTH CURB, AND 6 INCHES ABOVE THE BRIDGE FLOOR.
 FC1332'A STANDARD DISK, STAMPED G 38 1934.
 FC1332
 FC1332                          STATION RECOVERY (1962)
 FC1332
 FC1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1166 ***********************************************************************
 FC1166  DESIGNATION -  G 39
 FC1166  PID         -  FC1166
 FC1166  STATE/COUNTY-  TN/HAMILTON
 FC1166  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1166
 FC1166                         *CURRENT SURVEY CONTROL
 FC1166  ___________________________________________________________________
 FC1166* NAD 83(1986)-  35 04 03.     (N)    085 12 58.     (W)     SCALED    
 FC1166* NAVD 88     -       212.269  (meters)     696.42   (feet)  ADJUSTED  
 FC1166  ___________________________________________________________________
 FC1166  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1166  DYNAMIC HT  -         212.058 (meters)     695.73  (feet)  COMP
 FC1166  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 FC1166
 FC1166  VERT ORDER  -  SECOND    CLASS 0
 FC1166
 FC1166.The horizontal coordinates were scaled from a topographic map and have
 FC1166.an estimated accuracy of +/- 6 seconds.
 FC1166
 FC1166.The orthometric height was determined by differential leveling
 FC1166.and adjusted by the National Geodetic Survey in June 1991..
 FC1166.WARNING-Repeat measurements at this control monument indicate possible
 FC1166.vertical movement.
 FC1166
 FC1166.The geoid height was determined by GEOID03.
 FC1166
 FC1166.The dynamic height is computed by dividing the NAVD 88
 FC1166.geopotential number by the normal gravity value computed on the
 FC1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1166.degrees latitude (g = 980.6199 gals.).
 FC1166
 FC1166.The modeled gravity was interpolated from observed gravity values.
 FC1166
 FC1166;                    North         East    Units  Estimated Accuracy
 FC1166;SPC TN       -    81,740.      671,500.      MT  (+/- 180 meters Scaled)
 FC1166
 FC1166                          SUPERSEDED SURVEY CONTROL
 FC1166
 FC1166  NGVD 29 (??/??/92)  212.299  (m)          696.52   (f) ADJ UNCH    2 0
 FC1166
 FC1166.Superseded values are not recommended for survey control.
 FC1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1166.See file dsdata.txt to determine how the superseded data were derived.
 FC1166
 FC1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD626819(NAD 83)
 FC1166_MARKER: DB = BENCH MARK DISK
 FC1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1166_SP_SET: WINGWALL
 FC1166_STAMPING: G 39 1934
 FC1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1166
 FC1166  HISTORY     - Date     Condition        Report By
 FC1166  HISTORY     - 1934     MONUMENTED       CGS
 FC1166  HISTORY     - 1949     GOOD             NGS
 FC1166  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1166  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1166
 FC1166                          STATION DESCRIPTION
 FC1166
 FC1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC1166'0.4 MI E FROM MC CARTY.
 FC1166'0.4 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION SIGN
 FC1166'AT MC CARTY, HAMILTON COUNTY, AT TRESTLE 235.7A, IN THE TOP OF THE
 FC1166'SOUTHEAST WINGWALL, 16.3 FEET EAST OF THE EAST END OF THE TRESTLE,
 FC1166'AND 6.8 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED G
 FC1166'39 1934.
 FC1166
 FC1166                          STATION RECOVERY (1972)
 FC1166
 FC1166'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1166'MARK NOT FOUND.
 FC1166
 FC1166                          STATION RECOVERY (1983)
 FC1166
 FC1166'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1145 ***********************************************************************
 FC1145  DESIGNATION -  G 40
 FC1145  PID         -  FC1145
 FC1145  STATE/COUNTY-  TN/HAMILTON
 FC1145  USGS QUAD   -  CHATTANOOGA (1976)
 FC1145
 FC1145                         *CURRENT SURVEY CONTROL
 FC1145  ___________________________________________________________________
 FC1145* NAD 83(1986)-  35 06 07.     (N)    085 19 50.     (W)     SCALED    
 FC1145* NAVD 88     -       209.118  (meters)     686.08   (feet)  ADJUSTED  
 FC1145  ___________________________________________________________________
 FC1145  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC1145  DYNAMIC HT  -         208.908 (meters)     685.39  (feet)  COMP
 FC1145  MODELED GRAV-     979,626.4   (mgal)                       NAVD 88
 FC1145
 FC1145  VERT ORDER  -  SECOND    CLASS 0
 FC1145
 FC1145.The horizontal coordinates were scaled from a topographic map and have
 FC1145.an estimated accuracy of +/- 6 seconds.
 FC1145
 FC1145.The orthometric height was determined by differential leveling
 FC1145.and adjusted by the National Geodetic Survey in June 1991..
 FC1145
 FC1145.The geoid height was determined by GEOID03.
 FC1145
 FC1145.The dynamic height is computed by dividing the NAVD 88
 FC1145.geopotential number by the normal gravity value computed on the
 FC1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1145.degrees latitude (g = 980.6199 gals.).
 FC1145
 FC1145.The modeled gravity was interpolated from observed gravity values.
 FC1145
 FC1145;                    North         East    Units  Estimated Accuracy
 FC1145;SPC TN       -    85,490.      661,040.      MT  (+/- 180 meters Scaled)
 FC1145
 FC1145                          SUPERSEDED SURVEY CONTROL
 FC1145
 FC1145  NGVD 29 (??/??/92)  209.146  (m)          686.17   (f) ADJ UNCH    2 0
 FC1145
 FC1145.Superseded values are not recommended for survey control.
 FC1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1145.See file dsdata.txt to determine how the superseded data were derived.
 FC1145
 FC1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD521856(NAD 83)
 FC1145_MARKER: DB = BENCH MARK DISK
 FC1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1145_STAMPING: G 40 1934
 FC1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1145+STABILITY: SURFACE MOTION
 FC1145
 FC1145  HISTORY     - Date     Condition        Report By
 FC1145  HISTORY     - 1934     MONUMENTED       CGS
 FC1145  HISTORY     - 1936     GOOD             NGS
 FC1145
 FC1145                          STATION DESCRIPTION
 FC1145
 FC1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FC1145'4.2 MI NW FROM CHATTANOOGA.
 FC1145'4.2 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE MARKET
 FC1145'STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON
 FC1145'COUNTY, 300 YARDS NORTH OF THE OLD JONES STATION ON THE
 FC1145'CHATTANOOGA TRACTION CO. RAILWAY, 50 FEET NORTHEAST OF THE
 FC1145'CENTERLINE OF THE HIGHWAY, 58 FEET SOUTHEAST OF A 30-INCH
 FC1145'OAK TREE (A RIVET IS SET IN THE TREE UNDER A LIMB), AND AT A
 FC1145'FENCE CORNER.  A STANDARD DISK, STAMPED G 40 1934 AND SET
 FC1145'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1195 ***********************************************************************
 FC1195  DESIGNATION -  G 41
 FC1195  PID         -  FC1195
 FC1195  STATE/COUNTY-  TN/HAMILTON
 FC1195  USGS QUAD   -  CHATTANOOGA (1976)
 FC1195
 FC1195                         *CURRENT SURVEY CONTROL
 FC1195  ___________________________________________________________________
 FC1195* NAD 83(1986)-  35 01 04.     (N)    085 20 05.     (W)     SCALED    
 FC1195* NAVD 88     -       209.789  (meters)     688.28   (feet)  ADJUSTED  
 FC1195  ___________________________________________________________________
 FC1195  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FC1195  DYNAMIC HT  -         209.581 (meters)     687.60  (feet)  COMP
 FC1195  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 FC1195
 FC1195  VERT ORDER  -  FIRST     CLASS II
 FC1195
 FC1195.The horizontal coordinates were scaled from a topographic map and have
 FC1195.an estimated accuracy of +/- 6 seconds.
 FC1195
 FC1195.The orthometric height was determined by differential leveling
 FC1195.and adjusted by the National Geodetic Survey in June 1991..
 FC1195.WARNING-Repeat measurements at this control monument indicate possible
 FC1195.vertical movement.
 FC1195
 FC1195.The geoid height was determined by GEOID03.
 FC1195
 FC1195.The dynamic height is computed by dividing the NAVD 88
 FC1195.geopotential number by the normal gravity value computed on the
 FC1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1195.degrees latitude (g = 980.6199 gals.).
 FC1195
 FC1195.The modeled gravity was interpolated from observed gravity values.
 FC1195
 FC1195;                    North         East    Units  Estimated Accuracy
 FC1195;SPC TN       -    76,150.      660,720.      MT  (+/- 180 meters Scaled)
 FC1195
 FC1195                          SUPERSEDED SURVEY CONTROL
 FC1195
 FC1195  NGVD 29 (??/??/92)  209.820  (m)          688.38   (f) ADJ UNCH    1 2
 FC1195
 FC1195.Superseded values are not recommended for survey control.
 FC1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1195.See file dsdata.txt to determine how the superseded data were derived.
 FC1195
 FC1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD519762(NAD 83)
 FC1195_MARKER: DB = BENCH MARK DISK
 FC1195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1195_SP_SET: TUNNEL
 FC1195_STAMPING: G 41 1934
 FC1195_MARK LOGO: CGS   
 FC1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1195
 FC1195  HISTORY     - Date     Condition        Report By
 FC1195  HISTORY     - 1934     MONUMENTED       CGS
 FC1195  HISTORY     - 1950     GOOD             NGS
 FC1195  HISTORY     - 1962     GOOD             NGS
 FC1195  HISTORY     - 1983     GOOD             NGS
 FC1195
 FC1195                          STATION DESCRIPTION
 FC1195
 FC1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1195'2.4 MI SW FROM CHATTANOOGA.
 FC1195'ABOUT 2.4 MILES SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN
 FC1195'RAILROAD FROM ROSSVILLE AVENUE VIADUCT AT CHATTANOOGA, SET
 FC1195'VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHEAST END OF A
 FC1195'TUNNEL, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 0.2 MILE
 FC1195'WEST OF MILE POST 2, AND ABOUT 2 FEET ABOVE THE GROUND.
 FC1195
 FC1195                          STATION RECOVERY (1962)
 FC1195
 FC1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1195'RECOVERED IN GOOD CONDITION.
 FC1195
 FC1195                          STATION RECOVERY (1983)
 FC1195
 FC1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0975 ***********************************************************************
 FC0975  DESIGNATION -  G 42
 FC0975  PID         -  FC0975
 FC0975  STATE/COUNTY-  TN/BLEDSOE
 FC0975  USGS QUAD   -  PIKEVILLE (1977)
 FC0975
 FC0975                         *CURRENT SURVEY CONTROL
 FC0975  ___________________________________________________________________
 FC0975* NAD 83(1986)-  35 36 59.     (N)    085 11 13.     (W)     SCALED    
 FC0975* NAVD 88     -       255.363  (meters)     837.80   (feet)  ADJUSTED  
 FC0975  ___________________________________________________________________
 FC0975  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC0975  DYNAMIC HT  -         255.123 (meters)     837.02  (feet)  COMP
 FC0975  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 FC0975
 FC0975  VERT ORDER  -  SECOND    CLASS 0
 FC0975
 FC0975.The horizontal coordinates were scaled from a topographic map and have
 FC0975.an estimated accuracy of +/- 6 seconds.
 FC0975
 FC0975.The orthometric height was determined by differential leveling
 FC0975.and adjusted by the National Geodetic Survey in June 1991..
 FC0975
 FC0975.The geoid height was determined by GEOID03.
 FC0975
 FC0975.The dynamic height is computed by dividing the NAVD 88
 FC0975.geopotential number by the normal gravity value computed on the
 FC0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0975.degrees latitude (g = 980.6199 gals.).
 FC0975
 FC0975.The modeled gravity was interpolated from observed gravity values.
 FC0975
 FC0975;                    North         East    Units  Estimated Accuracy
 FC0975;SPC TN       -   142,660.      673,660.      MT  (+/- 180 meters Scaled)
 FC0975
 FC0975                          SUPERSEDED SURVEY CONTROL
 FC0975
 FC0975  NGVD 29 (??/??/92)  255.416  (m)          837.98   (f) ADJ UNCH    2 0
 FC0975
 FC0975.Superseded values are not recommended for survey control.
 FC0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0975.See file dsdata.txt to determine how the superseded data were derived.
 FC0975
 FC0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE642429(NAD 83)
 FC0975_MARKER: DB = BENCH MARK DISK
 FC0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0975_STAMPING: G 42 1934
 FC0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0975+STABILITY: SURFACE MOTION
 FC0975
 FC0975  HISTORY     - Date     Condition        Report By
 FC0975  HISTORY     - 1934     MONUMENTED       CGS
 FC0975  HISTORY     - 1934     GOOD             NGS
 FC0975
 FC0975                          STATION DESCRIPTION
 FC0975
 FC0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0975'0.8 MI N FROM PIKEVILLE.
 FC0975'0.8 MILE NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0975'COUNTY, AT THE JUNCTION OF STATE HIGHWAY 30, OPPOSITE THE
 FC0975'SERVICE STATION OF LEWIS WALLING, 30 FEET EAST OF THE CENTERLINE
 FC0975'OF STATE HIGHWAY 28, 13 FEET NORTH OF A POLE, 3 FEET EAST OF
 FC0975'A FENCE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 FC0975'DISK, STAMPED G 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1046 ***********************************************************************
 FC1046  DESIGNATION -  G 44
 FC1046  PID         -  FC1046
 FC1046  STATE/COUNTY-  TN/BLEDSOE
 FC1046  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1046
 FC1046                         *CURRENT SURVEY CONTROL
 FC1046  ___________________________________________________________________
 FC1046* NAD 83(1986)-  35 34 27.     (N)    085 06 59.     (W)     SCALED    
 FC1046* NAVD 88     -       600.667  (meters)    1970.69   (feet)  ADJUSTED  
 FC1046  ___________________________________________________________________
 FC1046  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FC1046  DYNAMIC HT  -         600.071 (meters)    1968.73  (feet)  COMP
 FC1046  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 FC1046
 FC1046  VERT ORDER  -  SECOND    CLASS 0
 FC1046
 FC1046.The horizontal coordinates were scaled from a topographic map and have
 FC1046.an estimated accuracy of +/- 6 seconds.
 FC1046
 FC1046.The orthometric height was determined by differential leveling
 FC1046.and adjusted by the National Geodetic Survey in June 1991..
 FC1046
 FC1046.The geoid height was determined by GEOID03.
 FC1046
 FC1046.The dynamic height is computed by dividing the NAVD 88
 FC1046.geopotential number by the normal gravity value computed on the
 FC1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1046.degrees latitude (g = 980.6199 gals.).
 FC1046
 FC1046.The modeled gravity was interpolated from observed gravity values.
 FC1046
 FC1046;                    North         East    Units  Estimated Accuracy
 FC1046;SPC TN       -   138,030.      680,090.      MT  (+/- 180 meters Scaled)
 FC1046
 FC1046                          SUPERSEDED SURVEY CONTROL
 FC1046
 FC1046  NGVD 29 (??/??/92)  600.715  (m)         1970.85   (f) ADJ UNCH    2 0
 FC1046
 FC1046.Superseded values are not recommended for survey control.
 FC1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1046.See file dsdata.txt to determine how the superseded data were derived.
 FC1046
 FC1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE706383(NAD 83)
 FC1046_MARKER: DB = BENCH MARK DISK
 FC1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1046_STAMPING: G 44 1934
 FC1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1046+STABILITY: SURFACE MOTION
 FC1046
 FC1046  HISTORY     - Date     Condition        Report By
 FC1046  HISTORY     - 1934     MONUMENTED       CGS
 FC1046
 FC1046                          STATION DESCRIPTION
 FC1046
 FC1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1046'8 MI E FROM PIKEVILLE.
 FC1046'8.0 MILES EAST ALONG STATE HIGHWAY 30 FROM PIKEVILLE, BLEDSOE
 FC1046'COUNTY, 55 FEET WEST OF THE SUMMER CITY STORE, 25 FEET EAST
 FC1046'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF A FENCE CORNER,
 FC1046'AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED G 44 1934
 FC1046'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2316 ***********************************************************************
 GA2316  DESIGNATION -  G 45
 GA2316  PID         -  GA2316
 GA2316  STATE/COUNTY-  TN/KNOX
 GA2316  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2316
 GA2316                         *CURRENT SURVEY CONTROL
 GA2316  ___________________________________________________________________
 GA2316* NAD 83(1986)-  36 03 12.     (N)    083 52 36.     (W)     SCALED    
 GA2316* NAVD 88     -       304.614  (meters)     999.39   (feet)  POSTED    
 GA2316  ___________________________________________________________________
 GA2316  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2316  DYNAMIC HT  -         304.330 (meters)     998.46  (feet)  COMP
 GA2316  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 GA2316
 GA2316  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GA2316
 GA2316.The horizontal coordinates were scaled from a topographic map and have
 GA2316.an estimated accuracy of +/- 6 seconds.
 GA2316
 GA2316.The orthometric height was determined by differential leveling
 GA2316.and adjusted by the National Geodetic Survey in 1992..
 GA2316.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GA2316.rate of 3.1 thru 4.0 mm/km.
 GA2316
 GA2316.The geoid height was determined by GEOID03.
 GA2316
 GA2316.The dynamic height is computed by dividing the NAVD 88
 GA2316.geopotential number by the normal gravity value computed on the
 GA2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2316.degrees latitude (g = 980.6199 gals.).
 GA2316
 GA2316.The modeled gravity was interpolated from observed gravity values.
 GA2316
 GA2316;                    North         East    Units  Estimated Accuracy
 GA2316;SPC TN       -   192,910.      791,300.      MT  (+/- 180 meters Scaled)
 GA2316
 GA2316                          SUPERSEDED SURVEY CONTROL
 GA2316
 GA2316  NGVD 29 (??/??/92)  304.731  (m)          999.77   (f) ADJ UNCH    2 0
 GA2316
 GA2316.Superseded values are not recommended for survey control.
 GA2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2316.See file dsdata.txt to determine how the superseded data were derived.
 GA2316
 GA2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV408936(NAD 83)
 GA2316_MARKER: DB = BENCH MARK DISK
 GA2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2316_STAMPING: G 45 1934
 GA2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2316+STABILITY: SURFACE MOTION
 GA2316
 GA2316  HISTORY     - Date     Condition        Report By
 GA2316  HISTORY     - 1934     MONUMENTED       CGS
 GA2316  HISTORY     - 1950     GOOD             NGS
 GA2316  HISTORY     - 1969     MARK NOT FOUND   TNDT
 GA2316
 GA2316                          STATION DESCRIPTION
 GA2316
 GA2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2316'8.2 MI NE FROM KNOXVILLE.
 GA2316'8.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2316'AT KNOXVILLE, KNOX COUNTY, 0.5 MILE SOUTHWEST OF THE FLAG STOP
 GA2316'AT RITTA, 29-1/2 RAILS NORTHEAST OF MILEPOST 8, 5 RAILS SOUTHWEST
 GA2316'OF A ROAD CROSSING, 15 FEET NORTH OF THE NORTH RAIL, 12 INCHES
 GA2316'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 15 FEET SOUTHWEST OF A POLE.
 GA2316'A STANDARD DISK, STAMPED G 45 1934 AND SET IN THE TOP OF A
 GA2316'CONCRETE POST.
 GA2316
 GA2316                          STATION RECOVERY (1969)
 GA2316
 GA2316'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 GA2316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2279 ***********************************************************************
 GA2279  DESIGNATION -  G 46
 GA2279  PID         -  GA2279
 GA2279  STATE/COUNTY-  TN/CLAIBORNE
 GA2279  USGS QUAD   -  CLOUDS (1952)
 GA2279
 GA2279                         *CURRENT SURVEY CONTROL
 GA2279  ___________________________________________________________________
 GA2279* NAD 83(1986)-  36 27 33.     (N)    083 38 58.     (W)     SCALED    
 GA2279* NAVD 88     -       405.867  (meters)    1331.58   (feet)  ADJUSTED  
 GA2279  ___________________________________________________________________
 GA2279  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA2279  DYNAMIC HT  -         405.497 (meters)    1330.37  (feet)  COMP
 GA2279  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GA2279
 GA2279  VERT ORDER  -  SECOND    CLASS 0
 GA2279
 GA2279.The horizontal coordinates were scaled from a topographic map and have
 GA2279.an estimated accuracy of +/- 6 seconds.
 GA2279
 GA2279.The orthometric height was determined by differential leveling
 GA2279.and adjusted by the National Geodetic Survey in June 1991..
 GA2279
 GA2279.The geoid height was determined by GEOID03.
 GA2279
 GA2279.The dynamic height is computed by dividing the NAVD 88
 GA2279.geopotential number by the normal gravity value computed on the
 GA2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2279.degrees latitude (g = 980.6199 gals.).
 GA2279
 GA2279.The modeled gravity was interpolated from observed gravity values.
 GA2279
 GA2279;                    North         East    Units  Estimated Accuracy
 GA2279;SPC TN       -   238,400.      810,680.      MT  (+/- 180 meters Scaled)
 GA2279
 GA2279                          SUPERSEDED SURVEY CONTROL
 GA2279
 GA2279  NGVD 29 (??/??/92)  405.989  (m)         1331.98   (f) ADJ UNCH    2 0
 GA2279
 GA2279.Superseded values are not recommended for survey control.
 GA2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2279.See file dsdata.txt to determine how the superseded data were derived.
 GA2279
 GA2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA625381(NAD 83)
 GA2279_MARKER: DB = BENCH MARK DISK
 GA2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2279_STAMPING: G 46 1934
 GA2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2279+STABILITY: SURFACE MOTION
 GA2279
 GA2279  HISTORY     - Date     Condition        Report By
 GA2279  HISTORY     - 1934     MONUMENTED       CGS
 GA2279  HISTORY     - 1949     GOOD             NGS
 GA2279
 GA2279                          STATION DESCRIPTION
 GA2279
 GA2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2279'AT CLOUD.
 GA2279'AT CLOUD, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 6 RAILS
 GA2279'SOUTH OF THE STATION, AT THE CROSSING OF A COUNTY ROAD, 50
 GA2279'FEET EAST OF THE CENTER OF THE CROSSING, 25 FEET NORTH OF THE
 GA2279'CENTERLINE OF THE COUNTY ROAD, 54.1 FEET SOUTHEAST OF A WHISTLE
 GA2279'POST, 51 FEET SOUTHEAST OF A NAIL AND BOTTLE CAP IN A TELEPHONE
 GA2279'POLE, 42.9 FEET SOUTHWEST OF A NAIL AND BOTTLE CAP IN A 6-INCH
 GA2279'PINE TREE, 10 FEET NORTH OF THE TOP OF A BANK, 4 FEET SOUTH OF
 GA2279'THE CENTERLINE OF A DITCH, AND 6.1 FEET NORTH OF A STEEL POST
 GA2279'WITH A CONTROL-MARKER SIGN ON THE RIGHT-OF-WAY OF THE COUNTY
 GA2279'ROAD.  A STANDARD DISK, STAMPED G 46 1934 AND SET IN THE TOP
 GA2279'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1150 ***********************************************************************
 FB1150  DESIGNATION -  G 47
 FB1150  PID         -  FB1150
 FB1150  STATE/COUNTY-  TN/SEVIER
 FB1150  USGS QUAD   -  SHADY GROVE (1980)
 FB1150
 FB1150                         *CURRENT SURVEY CONTROL
 FB1150  ___________________________________________________________________
 FB1150* NAD 83(1986)-  35 54 08.     (N)    083 24 47.     (W)     SCALED    
 FB1150* NAVD 88     -       338.494  (meters)    1110.54   (feet)  ADJUSTED  
 FB1150  ___________________________________________________________________
 FB1150  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB1150  DYNAMIC HT  -         338.174 (meters)    1109.49  (feet)  COMP
 FB1150  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 FB1150
 FB1150  VERT ORDER  -  SECOND    CLASS 0
 FB1150
 FB1150.The horizontal coordinates were scaled from a topographic map and have
 FB1150.an estimated accuracy of +/- 6 seconds.
 FB1150
 FB1150.The orthometric height was determined by differential leveling
 FB1150.and adjusted by the National Geodetic Survey in June 1991..
 FB1150
 FB1150.The geoid height was determined by GEOID03.
 FB1150
 FB1150.The dynamic height is computed by dividing the NAVD 88
 FB1150.geopotential number by the normal gravity value computed on the
 FB1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1150.degrees latitude (g = 980.6199 gals.).
 FB1150
 FB1150.The modeled gravity was interpolated from observed gravity values.
 FB1150
 FB1150;                    North         East    Units  Estimated Accuracy
 FB1150;SPC TN       -   177,150.      833,500.      MT  (+/- 180 meters Scaled)
 FB1150
 FB1150                          SUPERSEDED SURVEY CONTROL
 FB1150
 FB1150  NGVD 29 (??/??/92)  338.642  (m)         1111.03   (f) ADJ UNCH    2 0
 FB1150
 FB1150.Superseded values are not recommended for survey control.
 FB1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1150.See file dsdata.txt to determine how the superseded data were derived.
 FB1150
 FB1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV822757(NAD 83)
 FB1150_MARKER: DB = BENCH MARK DISK
 FB1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1150_STAMPING: G 47 1934
 FB1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1150+STABILITY: SURFACE MOTION
 FB1150
 FB1150  HISTORY     - Date     Condition        Report By
 FB1150  HISTORY     - 1934     MONUMENTED       CGS
 FB1150  HISTORY     - 1936     GOOD             NGS
 FB1150
 FB1150                          STATION DESCRIPTION
 FB1150
 FB1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1150'11 MI E FROM SEVIERVILLE.
 FB1150'11.0 MILES EAST ALONG STATE HIGHWAY 35 FROM SEVIERVILLE, SEVIER
 FB1150'COUNTY, 60 FEET WEST OF THE T.W. SHORKS STORE, NEAR THE SOUTHEAST
 FB1150'CORNER OF A FRAME GARAGE, IN A FENCE CORNER, AND 40 FEET NORTH
 FB1150'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 47
 FB1150'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 FB1150'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0963 ***********************************************************************
 GB0963  DESIGNATION -  G 48
 GB0963  PID         -  GB0963
 GB0963  STATE/COUNTY-  TN/FENTRESS
 GB0963  USGS QUAD   -  CLARKRANGE (1974)
 GB0963
 GB0963                         *CURRENT SURVEY CONTROL
 GB0963  ___________________________________________________________________
 GB0963* NAD 83(1986)-  36 14 41.     (N)    085 00 07.     (W)     SCALED    
 GB0963* NAVD 88     -       548.643  (meters)    1800.01   (feet)  ADJUSTED  
 GB0963  ___________________________________________________________________
 GB0963  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB0963  DYNAMIC HT  -         548.145 (meters)    1798.37  (feet)  COMP
 GB0963  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 GB0963
 GB0963  VERT ORDER  -  SECOND    CLASS 0
 GB0963
 GB0963.The horizontal coordinates were scaled from a topographic map and have
 GB0963.an estimated accuracy of +/- 6 seconds.
 GB0963
 GB0963.The orthometric height was determined by differential leveling
 GB0963.and adjusted by the National Geodetic Survey in June 1991..
 GB0963
 GB0963.The geoid height was determined by GEOID03.
 GB0963
 GB0963.The dynamic height is computed by dividing the NAVD 88
 GB0963.geopotential number by the normal gravity value computed on the
 GB0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0963.degrees latitude (g = 980.6199 gals.).
 GB0963
 GB0963.The modeled gravity was interpolated from observed gravity values.
 GB0963
 GB0963;                    North         East    Units  Estimated Accuracy
 GB0963;SPC TN       -   212,530.      689,710.      MT  (+/- 180 meters Scaled)
 GB0963
 GB0963                          SUPERSEDED SURVEY CONTROL
 GB0963
 GB0963  NGVD 29 (??/??/92)  548.720  (m)         1800.26   (f) ADJ UNCH    2 0
 GB0963
 GB0963.Superseded values are not recommended for survey control.
 GB0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0963.See file dsdata.txt to determine how the superseded data were derived.
 GB0963
 GB0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF795129(NAD 83)
 GB0963_MARKER: DB = BENCH MARK DISK
 GB0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0963_STAMPING: G 48 1934
 GB0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0963+STABILITY: SURFACE MOTION
 GB0963
 GB0963  HISTORY     - Date     Condition        Report By
 GB0963  HISTORY     - 1934     MONUMENTED       CGS
 GB0963
 GB0963                          STATION DESCRIPTION
 GB0963
 GB0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0963'1.8 MI S FROM GRIMSLEY.
 GB0963'1.8 MILES SOUTH ALONG STATE HIGHWAY 28 FROM GRIMSLEY, FENTRESS
 GB0963'COUNTY, AT THE SUMMIT OF A HILL, AND 40 FEET WEST OF THE
 GB0963'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 48 1934
 GB0963'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0112 ***********************************************************************
 GB0112  DESIGNATION -  G 51
 GB0112  PID         -  GB0112
 GB0112  STATE/COUNTY-  TN/CAMPBELL
 GB0112  USGS QUAD   -  JELLICO EAST (1982)
 GB0112
 GB0112                         *CURRENT SURVEY CONTROL
 GB0112  ___________________________________________________________________
 GB0112* NAD 83(1986)-  36 31 45.     (N)    084 04 38.     (W)     SCALED    
 GB0112* NAVD 88     -       343.965  (meters)    1128.49   (feet)  ADJUSTED  
 GB0112  ___________________________________________________________________
 GB0112  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB0112  DYNAMIC HT  -         343.662 (meters)    1127.50  (feet)  COMP
 GB0112  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 GB0112
 GB0112  VERT ORDER  -  SECOND    CLASS 0
 GB0112
 GB0112.The horizontal coordinates were scaled from a topographic map and have
 GB0112.an estimated accuracy of +/- 6 seconds.
 GB0112
 GB0112.The orthometric height was determined by differential leveling
 GB0112.and adjusted by the National Geodetic Survey in June 1991..
 GB0112
 GB0112.The geoid height was determined by GEOID03.
 GB0112
 GB0112.The dynamic height is computed by dividing the NAVD 88
 GB0112.geopotential number by the normal gravity value computed on the
 GB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0112.degrees latitude (g = 980.6199 gals.).
 GB0112
 GB0112.The modeled gravity was interpolated from observed gravity values.
 GB0112
 GB0112;                    North         East    Units  Estimated Accuracy
 GB0112;SPC TN       -   245,320.      772,190.      MT  (+/- 180 meters Scaled)
 GB0112
 GB0112                          SUPERSEDED SURVEY CONTROL
 GB0112
 GB0112  NGVD 29 (??/??/92)  344.103  (m)         1128.94   (f) ADJ UNCH    2 0
 GB0112
 GB0112.Superseded values are not recommended for survey control.
 GB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0112.See file dsdata.txt to determine how the superseded data were derived.
 GB0112
 GB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF616466(NAD 83)
 GB0112_MARKER: DB = BENCH MARK DISK
 GB0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0112_SP_SET: PEDESTAL STONE
 GB0112_STAMPING: G 51 1934
 GB0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0112
 GB0112  HISTORY     - Date     Condition        Report By
 GB0112  HISTORY     - 1934     MONUMENTED       CGS
 GB0112
 GB0112                          STATION DESCRIPTION
 GB0112
 GB0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0112'AT CHASKA.
 GB0112'AT CHASKA, CAMPBELL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0112'RAILROAD, AT A WATER TANK, IN THE TOP OF THE NORTHEAST ONE OF
 GB0112'TWO EAST CONCRETE PEDESTAL STONES, AND MIDWAY BETWEEN THE NORTH
 GB0112'AND SOUTH EDGES.  A STANDARD DISK, STAMPED G 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1802 ***********************************************************************
 FB1802  DESIGNATION -  G 53
 FB1802  PID         -  FB1802
 FB1802  STATE/COUNTY-  TN/SEVIER
 FB1802  USGS QUAD   -  GATLINBURG (1979)
 FB1802
 FB1802                         *CURRENT SURVEY CONTROL
 FB1802  ___________________________________________________________________
 FB1802* NAD 83(1986)-  35 39 49.     (N)    083 31 26.     (W)     SCALED    
 FB1802* NAVD 88     -       550.058  (meters)    1804.65   (feet)  ADJUSTED  
 FB1802  ___________________________________________________________________
 FB1802  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FB1802  DYNAMIC HT  -         549.503 (meters)    1802.83  (feet)  COMP
 FB1802  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 FB1802
 FB1802  VERT ORDER  -  SECOND    CLASS 0
 FB1802
 FB1802.The horizontal coordinates were scaled from a topographic map and have
 FB1802.an estimated accuracy of +/- 6 seconds.
 FB1802
 FB1802.The orthometric height was determined by differential leveling
 FB1802.and adjusted by the National Geodetic Survey in June 1991..
 FB1802
 FB1802.The geoid height was determined by GEOID03.
 FB1802
 FB1802.The dynamic height is computed by dividing the NAVD 88
 FB1802.geopotential number by the normal gravity value computed on the
 FB1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1802.degrees latitude (g = 980.6199 gals.).
 FB1802
 FB1802.The modeled gravity was interpolated from observed gravity values.
 FB1802
 FB1802;                    North         East    Units  Estimated Accuracy
 FB1802;SPC TN       -   150,430.      824,170.      MT  (+/- 180 meters Scaled)
 FB1802
 FB1802                          SUPERSEDED SURVEY CONTROL
 FB1802
 FB1802  NGVD 29 (??/??/92)  550.144  (m)         1804.93   (f) ADJ UNCH    2 0
 FB1802
 FB1802.Superseded values are not recommended for survey control.
 FB1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1802.See file dsdata.txt to determine how the superseded data were derived.
 FB1802
 FB1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV715495(NAD 83)
 FB1802_MARKER: DB = BENCH MARK DISK
 FB1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1802_STAMPING: G 53 1934
 FB1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1802+STABILITY: SURFACE MOTION
 FB1802
 FB1802  HISTORY     - Date     Condition        Report By
 FB1802  HISTORY     - 1934     MONUMENTED       CGS
 FB1802  HISTORY     - 1956     MARK NOT FOUND   USGS
 FB1802
 FB1802                          STATION DESCRIPTION
 FB1802
 FB1802'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FB1802'3.9 MI SE FROM GATLINBURG.
 FB1802'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1802'1.9 MILES SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 73,
 FB1802'70 FEET SOUTH OF A CAFE AND STORE, 10 FEET EAST OF TWO GASOLINE
 FB1802'PUMPS, AND ABOUT 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FB1802'A STANDARD DISK, STAMPED G 53 1934 AND SET IN THE TOP OF A
 FB1802'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0163 ***********************************************************************
 FC0163  DESIGNATION -  G 54
 FC0163  PID         -  FC0163
 FC0163  STATE/COUNTY-  TN/MONROE
 FC0163  USGS QUAD   -  VONORE (1986)
 FC0163
 FC0163                         *CURRENT SURVEY CONTROL
 FC0163  ___________________________________________________________________
 FC0163* NAD 83(1986)-  35 36 27.     (N)    084 12 55.     (W)     SCALED    
 FC0163* NAVD 88     -       248.257  (meters)     814.49   (feet)  ADJUSTED  
 FC0163  ___________________________________________________________________
 FC0163  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FC0163  DYNAMIC HT  -         248.021 (meters)     813.72  (feet)  COMP
 FC0163  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 FC0163
 FC0163  VERT ORDER  -  SECOND    CLASS 0
 FC0163
 FC0163.The horizontal coordinates were scaled from a topographic map and have
 FC0163.an estimated accuracy of +/- 6 seconds.
 FC0163
 FC0163.The orthometric height was determined by differential leveling
 FC0163.and adjusted by the National Geodetic Survey in June 1991..
 FC0163
 FC0163.The geoid height was determined by GEOID03.
 FC0163
 FC0163.The dynamic height is computed by dividing the NAVD 88
 FC0163.geopotential number by the normal gravity value computed on the
 FC0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0163.degrees latitude (g = 980.6199 gals.).
 FC0163
 FC0163.The modeled gravity was interpolated from observed gravity values.
 FC0163
 FC0163;                    North         East    Units  Estimated Accuracy
 FC0163;SPC TN       -   142,840.      761,700.      MT  (+/- 180 meters Scaled)
 FC0163
 FC0163                          SUPERSEDED SURVEY CONTROL
 FC0163
 FC0163  NGVD 29 (??/??/92)  248.368  (m)          814.85   (f) ADJ UNCH    2 0
 FC0163
 FC0163.Superseded values are not recommended for survey control.
 FC0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0163.See file dsdata.txt to determine how the superseded data were derived.
 FC0163
 FC0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE522439(NAD 83)
 FC0163_MARKER: DB = BENCH MARK DISK
 FC0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0163_SP_SET: BRIDGE
 FC0163_STAMPING: G 54 1934
 FC0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0163
 FC0163  HISTORY     - Date     Condition        Report By
 FC0163  HISTORY     - 1934     MONUMENTED       CGS
 FC0163
 FC0163                          STATION DESCRIPTION
 FC0163
 FC0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0163'1.7 MI NE FROM VONORE.
 FC0163'1.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0163'FROM VONORE, MONROE COUNTY, AT THE BRIDGE OVER LITTLE TENNESSEE
 FC0163'RIVER, IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE
 FC0163'HEADWALL, 7 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 FC0163'3 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.  A
 FC0163'STANDARD DISK, STAMPED G 54 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0765 ***********************************************************************
 GA0765  DESIGNATION -  G 55
 GA0765  PID         -  GA0765
 GA0765  STATE/COUNTY-  TN/HAWKINS
 GA0765  USGS QUAD   -  BUREM (1976)
 GA0765
 GA0765                         *CURRENT SURVEY CONTROL
 GA0765  ___________________________________________________________________
 GA0765* NAD 83(1986)-  36 28 56.     (N)    082 59 40.     (W)     SCALED    
 GA0765* NAVD 88     -       387.935  (meters)    1272.75   (feet)  ADJUSTED  
 GA0765  ___________________________________________________________________
 GA0765  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA0765  DYNAMIC HT  -         387.583 (meters)    1271.60  (feet)  COMP
 GA0765  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 GA0765
 GA0765  VERT ORDER  -  SECOND    CLASS 0
 GA0765
 GA0765.The horizontal coordinates were scaled from a topographic map and have
 GA0765.an estimated accuracy of +/- 6 seconds.
 GA0765
 GA0765.The orthometric height was determined by differential leveling
 GA0765.and adjusted by the National Geodetic Survey in June 1991..
 GA0765
 GA0765.The geoid height was determined by GEOID03.
 GA0765
 GA0765.The dynamic height is computed by dividing the NAVD 88
 GA0765.geopotential number by the normal gravity value computed on the
 GA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0765.degrees latitude (g = 980.6199 gals.).
 GA0765
 GA0765.The modeled gravity was interpolated from observed gravity values.
 GA0765
 GA0765;                    North         East    Units  Estimated Accuracy
 GA0765;SPC TN       -   242,560.      869,290.      MT  (+/- 180 meters Scaled)
 GA0765
 GA0765                          SUPERSEDED SURVEY CONTROL
 GA0765
 GA0765  NGVD 29 (??/??/92)  388.079  (m)         1273.22   (f) ADJ UNCH    2 0
 GA0765
 GA0765.Superseded values are not recommended for survey control.
 GA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0765.See file dsdata.txt to determine how the superseded data were derived.
 GA0765
 GA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA213392(NAD 83)
 GA0765_MARKER: DB = BENCH MARK DISK
 GA0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0765_SP_SET: CULVERT
 GA0765_STAMPING: G 55 1934
 GA0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0765
 GA0765  HISTORY     - Date     Condition        Report By
 GA0765  HISTORY     - 1934     MONUMENTED       CGS
 GA0765  HISTORY     - 1955     GOOD             TVA
 GA0765
 GA0765                          STATION DESCRIPTION
 GA0765
 GA0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0765'7.1 MI N FROM ROGERSVILLE.
 GA0765'7.1 MILES N. ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, HAWKINS
 GA0765'COUNTY, 50 YARDS W. OF A STORE AND A STANDARD OIL STATION, AT
 GA0765'A 4 X 4 FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE CENTER OF THE
 GA0765'S. HEADWALL, AND 15 FEET S. OF THE CENTERLINE OF THE HIGHWAY.
 GA0765'98 FEET SOUTHWEST OF SOUTHWEST CORNER OF OLD ABANDONED STORE
 GA0765'BUILDING.  86.9 FEET SOUTH OF NAIL AND BOTTLE CAP IN POWER POLE, 58.9
 GA0765'FEET NORTHEAST OF NAIL AND BOTTLE CAP IN POWER POLE, 3 FEET EAST
 GA0765'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED G 55 1934.
 GA0765
 GA0765                          STATION RECOVERY (1955)
 GA0765
 GA0765'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0741 ***********************************************************************
 GA0741  DESIGNATION -  G 56
 GA0741  PID         -  GA0741
 GA0741  STATE/COUNTY-  TN/GREENE
 GA0741  USGS QUAD   -  GREENEVILLE (1961)
 GA0741
 GA0741                         *CURRENT SURVEY CONTROL
 GA0741  ___________________________________________________________________
 GA0741* NAD 83(1986)-  36 09 34.     (N)    082 50 22.     (W)     SCALED    
 GA0741* NAVD 88     -       474.544  (meters)    1556.90   (feet)  ADJUSTED  
 GA0741  ___________________________________________________________________
 GA0741  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0741  DYNAMIC HT  -         474.092 (meters)    1555.42  (feet)  COMP
 GA0741  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 GA0741
 GA0741  VERT ORDER  -  SECOND    CLASS 0
 GA0741
 GA0741.The horizontal coordinates were scaled from a topographic map and have
 GA0741.an estimated accuracy of +/- 6 seconds.
 GA0741
 GA0741.The orthometric height was determined by differential leveling
 GA0741.and adjusted by the National Geodetic Survey in June 1991..
 GA0741
 GA0741.The geoid height was determined by GEOID03.
 GA0741
 GA0741.The dynamic height is computed by dividing the NAVD 88
 GA0741.geopotential number by the normal gravity value computed on the
 GA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0741.degrees latitude (g = 980.6199 gals.).
 GA0741
 GA0741.The modeled gravity was interpolated from observed gravity values.
 GA0741
 GA0741;                    North         East    Units  Estimated Accuracy
 GA0741;SPC TN       -   207,200.      884,330.      MT  (+/- 180 meters Scaled)
 GA0741
 GA0741                          SUPERSEDED SURVEY CONTROL
 GA0741
 GA0741  NGVD 29 (??/??/92)  474.666  (m)         1557.30   (f) ADJ UNCH    2 0
 GA0741
 GA0741.Superseded values are not recommended for survey control.
 GA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0741.See file dsdata.txt to determine how the superseded data were derived.
 GA0741
 GA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA345032(NAD 83)
 GA0741_MARKER: DB = BENCH MARK DISK
 GA0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0741_STAMPING: G 56 1934
 GA0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0741+STABILITY: SURFACE MOTION
 GA0741
 GA0741  HISTORY     - Date     Condition        Report By
 GA0741  HISTORY     - 1934     MONUMENTED       CGS
 GA0741  HISTORY     - 1950     GOOD             TVA
 GA0741  HISTORY     - 1978     GOOD             LOCENG
 GA0741
 GA0741                          STATION DESCRIPTION
 GA0741
 GA0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0741'AT GREENVILLE.
 GA0741'AT GREENVILLE, GREENE COUNTY, 33 FEET E OF THE EAST END OF THE
 GA0741'SOUTHERN RAILWAY FREIGHT HOUSE, 18 FEET W OF THE CENTERLINE OF A
 GA0741'STREET, 18 FEET S OF THE CENTERLINE OF THE MAIN TRACK, 7 FEET
 GA0741'SW OF A POLE.  A STANDARD DISK, STAMPED G 56 1934 AND SET IN THE
 GA0741'TOP OF A CONCRETE POST.  21 FEET SOUTHEAST OF THE CENTERLINE OF
 GA0741'MAIN TRACK, 22 FEET WEST OF CENTERLINE OF DEAD END ST., 55.6
 GA0741'FEET NORTH NORTHEAST OF NORTHEAST CORNER OF BROWN MFG. CO. BLDG.,
 GA0741'109.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF SOUTHERN RAILROAD
 GA0741'FREIGHT STATION AND 6.0 FEET SOUTHWEST OF TELEPHONE POLE.
 GA0741
 GA0741                          STATION RECOVERY (1950)
 GA0741
 GA0741'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0741'RECOVERED IN GOOD CONDITION.
 GA0741
 GA0741                          STATION RECOVERY (1978)
 GA0741
 GA0741'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 GA0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0567 ***********************************************************************
 GA0567  DESIGNATION -  G 57
 GA0567  PID         -  GA0567
 GA0567  STATE/COUNTY-  TN/WASHINGTON
 GA0567  USGS QUAD   -  JONESBOROUGH (1968)
 GA0567
 GA0567                         *CURRENT SURVEY CONTROL
 GA0567  ___________________________________________________________________
 GA0567* NAD 83(1986)-  36 18 15.     (N)    082 22 31.     (W)     SCALED    
 GA0567* NAVD 88     -       505.919  (meters)    1659.84   (feet)  ADJUSTED  
 GA0567  ___________________________________________________________________
 GA0567  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0567  DYNAMIC HT  -         505.439 (meters)    1658.26  (feet)  COMP
 GA0567  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 GA0567
 GA0567  VERT ORDER  -  SECOND    CLASS 0
 GA0567
 GA0567.The horizontal coordinates were scaled from a topographic map and have
 GA0567.an estimated accuracy of +/- 6 seconds.
 GA0567
 GA0567.The orthometric height was determined by differential leveling
 GA0567.and adjusted by the National Geodetic Survey in June 1991..
 GA0567
 GA0567.The geoid height was determined by GEOID03.
 GA0567
 GA0567.The dynamic height is computed by dividing the NAVD 88
 GA0567.geopotential number by the normal gravity value computed on the
 GA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0567.degrees latitude (g = 980.6199 gals.).
 GA0567
 GA0567.The modeled gravity was interpolated from observed gravity values.
 GA0567
 GA0567;                    North         East    Units  Estimated Accuracy
 GA0567;SPC TN       -   224,690.      925,480.      MT  (+/- 180 meters Scaled)
 GA0567
 GA0567                          SUPERSEDED SURVEY CONTROL
 GA0567
 GA0567  NGVD 29 (??/??/92)  506.060  (m)         1660.30   (f) ADJ UNCH    2 0
 GA0567
 GA0567.Superseded values are not recommended for survey control.
 GA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0567.See file dsdata.txt to determine how the superseded data were derived.
 GA0567
 GA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA765185(NAD 83)
 GA0567_MARKER: DB = BENCH MARK DISK
 GA0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0567_STAMPING: G 57 1934
 GA0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0567+STABILITY: SURFACE MOTION
 GA0567
 GA0567  HISTORY     - Date     Condition        Report By
 GA0567  HISTORY     - 1934     MONUMENTED       CGS
 GA0567  HISTORY     - 1965     GOOD             TVA
 GA0567  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0567
 GA0567                          STATION DESCRIPTION
 GA0567
 GA0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0567'1.5 MI W FROM JOHNSON CITY.
 GA0567'1.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM JOHNSON CITY,
 GA0567'WASHINGTON COUNTY, 72 FEET EAST OF A ROAD CROSSING INSIDE OF THE
 GA0567'NORTHWEST CORNER OF THE HEDGE AT THE ENTRANCE TO THE VETERANS
 GA0567'HOME, AND 30 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 GA0567'STANDARD DISK, STAMPED G 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA0567'POST.
 GA0567
 GA0567                          STATION RECOVERY (1965)
 GA0567
 GA0567'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1965
 GA0567'RECOVERED IN GOOD CONDITION.
 GA0567
 GA0567                          STATION RECOVERY (2001)
 GA0567
 GA0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0567'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0581 ***********************************************************************
 GA0581  DESIGNATION -  G 58
 GA0581  PID         -  GA0581
 GA0581  STATE/COUNTY-  TN/CARTER
 GA0581  USGS QUAD   -  ELIZABETHTON (1968)
 GA0581
 GA0581                         *CURRENT SURVEY CONTROL
 GA0581  ___________________________________________________________________
 GA0581* NAD 83(1986)-  36 20 38.     (N)    082 12 47.     (W)     SCALED    
 GA0581* NAVD 88     -       471.572  (meters)    1547.15   (feet)  ADJUSTED  
 GA0581  ___________________________________________________________________
 GA0581  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0581  DYNAMIC HT  -         471.121 (meters)    1545.67  (feet)  COMP
 GA0581  MODELED GRAV-     979,662.1   (mgal)                       NAVD 88
 GA0581
 GA0581  VERT ORDER  -  SECOND    CLASS 0
 GA0581
 GA0581.The horizontal coordinates were scaled from a topographic map and have
 GA0581.an estimated accuracy of +/- 6 seconds.
 GA0581
 GA0581.The orthometric height was determined by differential leveling
 GA0581.and adjusted by the National Geodetic Survey in June 1991..
 GA0581
 GA0581.The geoid height was determined by GEOID03.
 GA0581
 GA0581.The dynamic height is computed by dividing the NAVD 88
 GA0581.geopotential number by the normal gravity value computed on the
 GA0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0581.degrees latitude (g = 980.6199 gals.).
 GA0581
 GA0581.The modeled gravity was interpolated from observed gravity values.
 GA0581
 GA0581;                    North         East    Units  Estimated Accuracy
 GA0581;SPC TN       -   229,650.      939,870.      MT  (+/- 180 meters Scaled)
 GA0581
 GA0581                          SUPERSEDED SURVEY CONTROL
 GA0581
 GA0581  NGVD 29 (??/??/92)  471.715  (m)         1547.62   (f) ADJ UNCH    2 0
 GA0581
 GA0581.Superseded values are not recommended for survey control.
 GA0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0581.See file dsdata.txt to determine how the superseded data were derived.
 GA0581
 GA0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA911227(NAD 83)
 GA0581_MARKER: DB = BENCH MARK DISK
 GA0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0581_STAMPING: G 58 1934
 GA0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0581+STABILITY: SURFACE MOTION
 GA0581
 GA0581  HISTORY     - Date     Condition        Report By
 GA0581  HISTORY     - 1934     MONUMENTED       CGS
 GA0581
 GA0581                          STATION DESCRIPTION
 GA0581
 GA0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0581'AT ELIZABETHTON.
 GA0581'AT ELIZABETHTON, CARTER COUNTY, 100 FEET WEST OF THE EAST
 GA0581'TENNESSEE AND WESTERN NORTH CAROLINA RAILROAD STATION, 48 FEET
 GA0581'WEST OF THE CENTERLINE OF JOHNSON AVENUE, 21 FEET NORTH OF THE
 GA0581'CENTERLINE OF THE MAIN TRACK, AND 21 FEET WEST OF THE WEST EDGE
 GA0581'OF THE SIDEWALK.  A STANDARD DISK, STAMPED G 58 1934 AND SET
 GA0581'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0802 ***********************************************************************
 GD0802  DESIGNATION -  G 59
 GD0802  PID         -  GD0802
 GD0802  STATE/COUNTY-  TN/OBION
 GD0802  USGS QUAD   -  RIVES (1980)
 GD0802
 GD0802                         *CURRENT SURVEY CONTROL
 GD0802  ___________________________________________________________________
 GD0802* NAD 83(1986)-  36 21 42.     (N)    089 02 53.     (W)     SCALED    
 GD0802* NAVD 88     -        91.701  (meters)     300.86   (feet)  ADJUSTED  
 GD0802  ___________________________________________________________________
 GD0802  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0802  DYNAMIC HT  -          91.627 (meters)     300.61  (feet)  COMP
 GD0802  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 GD0802
 GD0802  VERT ORDER  -  SECOND    CLASS 0
 GD0802
 GD0802.The horizontal coordinates were scaled from a topographic map and have
 GD0802.an estimated accuracy of +/- 6 seconds.
 GD0802
 GD0802.The orthometric height was determined by differential leveling
 GD0802.and adjusted by the National Geodetic Survey in June 1991..
 GD0802
 GD0802.The geoid height was determined by GEOID03.
 GD0802
 GD0802.The dynamic height is computed by dividing the NAVD 88
 GD0802.geopotential number by the normal gravity value computed on the
 GD0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0802.degrees latitude (g = 980.6199 gals.).
 GD0802
 GD0802.The modeled gravity was interpolated from observed gravity values.
 GD0802
 GD0802;                    North         East    Units  Estimated Accuracy
 GD0802;SPC TN       -   229,310.      326,480.      MT  (+/- 180 meters Scaled)
 GD0802
 GD0802                          SUPERSEDED SURVEY CONTROL
 GD0802
 GD0802  NGVD 29 (??/??/??)   91.705  (m)          300.87   (f) ADJUSTED    2 0
 GD0802
 GD0802.Superseded values are not recommended for survey control.
 GD0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0802.See file dsdata.txt to determine how the superseded data were derived.
 GD0802
 GD0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF162260(NAD 83)
 GD0802_MARKER: DB = BENCH MARK DISK
 GD0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0802_STAMPING: G 59 1935
 GD0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0802+STABILITY: SURFACE MOTION
 GD0802
 GD0802  HISTORY     - Date     Condition        Report By
 GD0802  HISTORY     - 1935     MONUMENTED       CGS
 GD0802  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0802
 GD0802                          STATION DESCRIPTION
 GD0802
 GD0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0802'AT RIVES.
 GD0802'AT RIVES, OBION COUNTY, ON THE MOBILE AND OHIO RAILROAD, 80 YARDS
 GD0802'NORTH OF THE CENTER OF THE CROSSING OF THE ILLINOIS CENTRAL
 GD0802'RAILROAD, AT THE NORTHEAST CORNER OF A CROSSING, 13 YARDS EAST
 GD0802'OF THE CENTERLINE OF THE TRACK, AND 13 YARDS SOUTH OF A SECTION
 GD0802'HOUSE.  A STANDARD DISK, STAMPED G 59 1935 AND SET IN THE TOP
 GD0802'OF A CONCRETE POST.  NOTE-- THE OLD SECTION HOUSES MENTIONED IN
 GD0802'THE ORIGINAL DESCRIPTION HAVE ALL BEEN TORN DOWN AND THE AREA
 GD0802'BULLDOZED.
 GD0802
 GD0802                          STATION RECOVERY (1967)
 GD0802
 GD0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0764 ***********************************************************************
 GA0764  DESIGNATION -  G 59
 GA0764  PID         -  GA0764
 GA0764  STATE/COUNTY-  TN/WASHINGTON
 GA0764  USGS QUAD   -  LEESBURG (1971)
 GA0764
 GA0764                         *CURRENT SURVEY CONTROL
 GA0764  ___________________________________________________________________
 GA0764* NAD 83(1986)-  36 15 17.     (N)    082 31 55.     (W)     SCALED    
 GA0764* NAVD 88     -       479.712  (meters)    1573.86   (feet)  ADJUSTED  
 GA0764  ___________________________________________________________________
 GA0764  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0764  DYNAMIC HT  -         479.255 (meters)    1572.36  (feet)  COMP
 GA0764  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 GA0764
 GA0764  VERT ORDER  -  SECOND    CLASS 0
 GA0764
 GA0764.The horizontal coordinates were scaled from a topographic map and have
 GA0764.an estimated accuracy of +/- 6 seconds.
 GA0764
 GA0764.The orthometric height was determined by differential leveling
 GA0764.and adjusted by the National Geodetic Survey in June 1991..
 GA0764
 GA0764.The geoid height was determined by GEOID03.
 GA0764
 GA0764.The dynamic height is computed by dividing the NAVD 88
 GA0764.geopotential number by the normal gravity value computed on the
 GA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0764.degrees latitude (g = 980.6199 gals.).
 GA0764
 GA0764.The modeled gravity was interpolated from observed gravity values.
 GA0764
 GA0764;                    North         East    Units  Estimated Accuracy
 GA0764;SPC TN       -   218,700.      911,610.      MT  (+/- 180 meters Scaled)
 GA0764
 GA0764                          SUPERSEDED SURVEY CONTROL
 GA0764
 GA0764  NGVD 29 (??/??/92)  479.853  (m)         1574.32   (f) ADJ UNCH    2 0
 GA0764
 GA0764.Superseded values are not recommended for survey control.
 GA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0764.See file dsdata.txt to determine how the superseded data were derived.
 GA0764
 GA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA623132(NAD 83)
 GA0764_MARKER: DB = BENCH MARK DISK
 GA0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0764_STAMPING: G 59 1934
 GA0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0764+STABILITY: SURFACE MOTION
 GA0764
 GA0764  HISTORY     - Date     Condition        Report By
 GA0764  HISTORY     - 1934     MONUMENTED       CGS
 GA0764  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 GA0764
 GA0764                          STATION DESCRIPTION
 GA0764
 GA0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0764'4 MI SW FROM JONESBORO.
 GA0764'4.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0764'AT JONESBORO, WASHINGTON COUNTY, AT MILEAGE 37.1, 10 FEET WEST
 GA0764'OF A PRIVATE-ROAD CROSSING, 24 FEET NORTH OF THE CENTERLINE OF
 GA0764'THE MAIN TRACK, AND 5 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 GA0764'STAMPED G 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0764
 GA0764                          STATION RECOVERY (1979)
 GA0764
 GA0764'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GA0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0010 ***********************************************************************
 FD0010  DESIGNATION -  G 6
 FD0010  PID         -  FD0010
 FD0010  STATE/COUNTY-  TN/BEDFORD
 FD0010  USGS QUAD   -  WARTRACE (1980)
 FD0010
 FD0010                         *CURRENT SURVEY CONTROL
 FD0010  ___________________________________________________________________
 FD0010* NAD 83(1986)-  35 35 19.     (N)    086 21 17.     (W)     SCALED    
 FD0010* NAVD 88     -       254.998  (meters)     836.61   (feet)  ADJUSTED  
 FD0010  ___________________________________________________________________
 FD0010  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0010  DYNAMIC HT  -         254.767 (meters)     835.85  (feet)  COMP
 FD0010  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 FD0010
 FD0010  VERT ORDER  -  FIRST     CLASS II
 FD0010
 FD0010.The horizontal coordinates were scaled from a topographic map and have
 FD0010.an estimated accuracy of +/- 6 seconds.
 FD0010
 FD0010.The orthometric height was determined by differential leveling
 FD0010.and adjusted by the National Geodetic Survey in June 1991..
 FD0010
 FD0010.The geoid height was determined by GEOID03.
 FD0010
 FD0010.The dynamic height is computed by dividing the NAVD 88
 FD0010.geopotential number by the normal gravity value computed on the
 FD0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0010.degrees latitude (g = 980.6199 gals.).
 FD0010
 FD0010.The modeled gravity was interpolated from observed gravity values.
 FD0010
 FD0010;                    North         East    Units  Estimated Accuracy
 FD0010;SPC TN       -   139,330.      567,850.      MT  (+/- 180 meters Scaled)
 FD0010
 FD0010                          SUPERSEDED SURVEY CONTROL
 FD0010
 FD0010  NGVD 29 (??/??/92)  254.996  (m)          836.60   (f) ADJ UNCH    1 2
 FD0010
 FD0010.Superseded values are not recommended for survey control.
 FD0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0010.See file dsdata.txt to determine how the superseded data were derived.
 FD0010
 FD0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE584385(NAD 83)
 FD0010_MARKER: DB = BENCH MARK DISK
 FD0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0010_SP_SET: BUILDING
 FD0010_STAMPING: 836.967 G 6 1930
 FD0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0010
 FD0010  HISTORY     - Date     Condition        Report By
 FD0010  HISTORY     - 1930     MONUMENTED       CGS
 FD0010  HISTORY     - 1935     GOOD             NGS
 FD0010
 FD0010                          STATION DESCRIPTION
 FD0010
 FD0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0010'AT BELLBUCKLE.
 FD0010'AT BELLBUCKLE, BEDFORD COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FD0010'AND ST. LOUIS RAILWAY, 120 FEET SOUTHEAST OF THE STATION, 32
 FD0010'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AT THE
 FD0010'CROUCH AND WILSON FEED STORE IN 1930, AND 4 FEET NORTHWEST OF THE
 FD0010'WEST CORNER OF THE BUILDING.  A STANDARD DISK, STAMPED 836.967
 FD0010'G 6 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0743 ***********************************************************************
 GD0743  DESIGNATION -  G 60
 GD0743  PID         -  GD0743
 GD0743  STATE/COUNTY-  TN/LAKE
 GD0743  USGS QUAD   -  RIDGELY (1981)
 GD0743
 GD0743                         *CURRENT SURVEY CONTROL
 GD0743  ___________________________________________________________________
 GD0743* NAD 83(1986)-  36 18 08.     (N)    089 28 33.     (W)     SCALED    
 GD0743* NAVD 88     -        87.508  (meters)     287.10   (feet)  ADJUSTED  
 GD0743  ___________________________________________________________________
 GD0743  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0743  DYNAMIC HT  -          87.437 (meters)     286.87  (feet)  COMP
 GD0743  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 GD0743
 GD0743  VERT ORDER  -  SECOND    CLASS 0
 GD0743
 GD0743.The horizontal coordinates were scaled from a topographic map and have
 GD0743.an estimated accuracy of +/- 6 seconds.
 GD0743
 GD0743.The orthometric height was determined by differential leveling
 GD0743.and adjusted by the National Geodetic Survey in June 1991..
 GD0743
 GD0743.The geoid height was determined by GEOID03.
 GD0743
 GD0743.The dynamic height is computed by dividing the NAVD 88
 GD0743.geopotential number by the normal gravity value computed on the
 GD0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0743.degrees latitude (g = 980.6199 gals.).
 GD0743
 GD0743.The modeled gravity was interpolated from observed gravity values.
 GD0743
 GD0743;                    North         East    Units  Estimated Accuracy
 GD0743;SPC TN       -   223,990.      287,880.      MT  (+/- 180 meters Scaled)
 GD0743
 GD0743                          SUPERSEDED SURVEY CONTROL
 GD0743
 GD0743  NGVD 29 (??/??/??)   87.548  (m)          287.23   (f) ADJUSTED    2 0
 GD0743
 GD0743.Superseded values are not recommended for survey control.
 GD0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0743.See file dsdata.txt to determine how the superseded data were derived.
 GD0743
 GD0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF776203(NAD 83)
 GD0743_MARKER: DB = BENCH MARK DISK
 GD0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0743_STAMPING: G 60 1935
 GD0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0743+STABILITY: SURFACE MOTION
 GD0743
 GD0743  HISTORY     - Date     Condition        Report By
 GD0743  HISTORY     - 1935     MONUMENTED       CGS
 GD0743  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0743
 GD0743                          STATION DESCRIPTION
 GD0743
 GD0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0743'1.8 MI S FROM WYNNBURG.
 GD0743'1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0743'STATION AT WYNNBURG, LAKE COUNTY, 1/4 MILE SOUTH OF A BRIDGE,
 GD0743'200 YARDS SOUTH OF A GROUP OF FARM BUILDINGS IN A SMALL GROVE,
 GD0743'22 YARDS WEST OF THE CENTERLINE OF A TRACK, 8 YARDS WEST OF THE
 GD0743'CENTERLINE OF A ROAD, BETWEEN TWO TENANT HOUSES, AT THE NORTHEAST
 GD0743'CORNER OF THE GARDEN, AND 1 YARD WEST OF A CORNER FENCE POST.
 GD0743'A STANDARD DISK, STAMPED G 60 1935 AND SET IN THE TOP OF A
 GD0743'CONCRETE POST.  NOTE-- POINT FALLS IN CULTIVATED FIELD.
 GD0743
 GD0743                          STATION RECOVERY (1969)
 GD0743
 GD0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0786 ***********************************************************************
 FE0786  DESIGNATION -  G 62
 FE0786  PID         -  FE0786
 FE0786  STATE/COUNTY-  TN/CARROLL
 FE0786  USGS QUAD   -  ATWOOD (1983)
 FE0786
 FE0786                         *CURRENT SURVEY CONTROL
 FE0786  ___________________________________________________________________
 FE0786* NAD 83(1986)-  35 59 36.     (N)    088 38 59.     (W)     SCALED    
 FE0786* NAVD 88     -       130.351  (meters)     427.66   (feet)  ADJUSTED  
 FE0786  ___________________________________________________________________
 FE0786  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0786  DYNAMIC HT  -         130.239 (meters)     427.29  (feet)  COMP
 FE0786  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 FE0786
 FE0786  VERT ORDER  -  SECOND    CLASS 0
 FE0786
 FE0786.The horizontal coordinates were scaled from a topographic map and have
 FE0786.an estimated accuracy of +/- 6 seconds.
 FE0786
 FE0786.The orthometric height was determined by differential leveling
 FE0786.and adjusted by the National Geodetic Survey in June 1991..
 FE0786
 FE0786.The geoid height was determined by GEOID03.
 FE0786
 FE0786.The dynamic height is computed by dividing the NAVD 88
 FE0786.geopotential number by the normal gravity value computed on the
 FE0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0786.degrees latitude (g = 980.6199 gals.).
 FE0786
 FE0786.The modeled gravity was interpolated from observed gravity values.
 FE0786
 FE0786;                    North         East    Units  Estimated Accuracy
 FE0786;SPC TN       -   187,410.      361,110.      MT  (+/- 180 meters Scaled)
 FE0786
 FE0786                          SUPERSEDED SURVEY CONTROL
 FE0786
 FE0786  NGVD 29 (??/??/??)  130.401  (m)          427.82   (f) ADJUSTED    2 0
 FE0786
 FE0786.Superseded values are not recommended for survey control.
 FE0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0786.See file dsdata.txt to determine how the superseded data were derived.
 FE0786
 FE0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE512844(NAD 83)
 FE0786_MARKER: DB = BENCH MARK DISK
 FE0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0786_STAMPING: G 62 1935
 FE0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0786+STABILITY: SURFACE MOTION
 FE0786
 FE0786  HISTORY     - Date     Condition        Report By
 FE0786  HISTORY     - 1935     MONUMENTED       CGS
 FE0786  HISTORY     - 1967     MARK NOT FOUND   CGS
 FE0786
 FE0786                          STATION DESCRIPTION
 FE0786
 FE0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0786'2 MI SW FROM TREZEVANT.
 FE0786'ABOUT 2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FE0786'RAILROAD FROM THE STATION AT TREZEVANT, CARROLL COUNTY, AT
 FE0786'MILEAGE 276.3, 30 FEET SOUTHWEST OF THE CENTER OF A ROAD
 FE0786'CROSSING, 40 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND
 FE0786'1 FOOT SOUTHEAST AND 3 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE
 FE0786'CORNER.  A STANDARD DISK, STAMPED G 62 1935 AND SET IN THE TOP
 FE0786'OF A CONCRETE POST.  NOTE-- THE RR CO CLEARED THEIR RIGHT-OF-WAY
 FE0786'WITH A BULLDOZER SEVERAL YEARS AGO AND ALL THE OLD FENCES WERE
 FE0786'TORN OUT AND THE DRAINAGE DITCHES CLEANED.  IT IS ASSUMED THAT
 FE0786'THIS MARK WAS DESTROYED DURING THIS CONSTRUCTION WORK.
 FE0786
 FE0786                          STATION RECOVERY (1967)
 FE0786
 FE0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FE0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0868 ***********************************************************************
 FE0868  DESIGNATION -  G 63
 FE0868  PID         -  FE0868
 FE0868  STATE/COUNTY-  TN/HAYWOOD
 FE0868  USGS QUAD   -  JONES (1981)
 FE0868
 FE0868                         *CURRENT SURVEY CONTROL
 FE0868  ___________________________________________________________________
 FE0868* NAD 83(1986)-  35 40 18.     (N)    089 08 25.     (W)     SCALED    
 FE0868* NAVD 88     -        98.925  (meters)     324.56   (feet)  ADJUSTED  
 FE0868  ___________________________________________________________________
 FE0868  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FE0868  DYNAMIC HT  -          98.837 (meters)     324.27  (feet)  COMP
 FE0868  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 FE0868
 FE0868  VERT ORDER  -  SECOND    CLASS 0
 FE0868
 FE0868.The horizontal coordinates were scaled from a topographic map and have
 FE0868.an estimated accuracy of +/- 6 seconds.
 FE0868
 FE0868.The orthometric height was determined by differential leveling
 FE0868.and adjusted by the National Geodetic Survey in June 1991..
 FE0868
 FE0868.The geoid height was determined by GEOID03.
 FE0868
 FE0868.The dynamic height is computed by dividing the NAVD 88
 FE0868.geopotential number by the normal gravity value computed on the
 FE0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0868.degrees latitude (g = 980.6199 gals.).
 FE0868
 FE0868.The modeled gravity was interpolated from observed gravity values.
 FE0868
 FE0868;                    North         East    Units  Estimated Accuracy
 FE0868;SPC TN       -   153,050.      315,750.      MT  (+/- 180 meters Scaled)
 FE0868
 FE0868                          SUPERSEDED SURVEY CONTROL
 FE0868
 FE0868  NGVD 29 (??/??/??)   98.952  (m)          324.64   (f) ADJUSTED    2 0
 FE0868
 FE0868.Superseded values are not recommended for survey control.
 FE0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0868.See file dsdata.txt to determine how the superseded data were derived.
 FE0868
 FE0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE062496(NAD 83)
 FE0868_MARKER: DB = BENCH MARK DISK
 FE0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0868_STAMPING: G 63 1935
 FE0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0868+STABILITY: SURFACE MOTION
 FE0868
 FE0868  HISTORY     - Date     Condition        Report By
 FE0868  HISTORY     - 1935     MONUMENTED       CGS
 FE0868  HISTORY     - 1949     MARK NOT FOUND   CGS
 FE0868
 FE0868                          STATION DESCRIPTION
 FE0868
 FE0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0868'4.1 MI SW FROM BELLS.
 FE0868'IN HAYWOOD COUNTY, 4.1 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 FE0868'NASHVILLE RAILROAD FROM THE STATION AT BELLS, CROCKETT
 FE0868'COUNTY, 6 RAILS EAST OF THE STATION SIGN AT JONES, AT MILEAGE
 FE0868'311.8, AT A ROAD CROSSING 3 RAILS EAST OF THE CENTERLINE OF A
 FE0868'ROAD, AND 30 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.
 FE0868'A STANDARD DISK, STAMPED G 63 1935 AND SET IN THE TOP OF A CONCRETE
 FE0868'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1062 ***********************************************************************
 FE1062  DESIGNATION -  G 64
 FE1062  PID         -  FE1062
 FE1062  STATE/COUNTY-  TN/HARDEMAN
 FE1062  USGS QUAD   -  HICKORY VALLEY (1980)
 FE1062
 FE1062                         *CURRENT SURVEY CONTROL
 FE1062  ___________________________________________________________________
 FE1062* NAD 83(1986)-  35 08 10.     (N)    089 08 06.     (W)     SCALED    
 FE1062* NAVD 88     -       182.875  (meters)     599.98   (feet)  ADJUSTED  
 FE1062  ___________________________________________________________________
 FE1062  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1062  DYNAMIC HT  -         182.703 (meters)     599.42  (feet)  COMP
 FE1062  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 FE1062
 FE1062  VERT ORDER  -  SECOND    CLASS 0
 FE1062
 FE1062.The horizontal coordinates were scaled from a topographic map and have
 FE1062.an estimated accuracy of +/- 6 seconds.
 FE1062
 FE1062.The orthometric height was determined by differential leveling
 FE1062.and adjusted by the National Geodetic Survey in June 1991..
 FE1062
 FE1062.The geoid height was determined by GEOID03.
 FE1062
 FE1062.The dynamic height is computed by dividing the NAVD 88
 FE1062.geopotential number by the normal gravity value computed on the
 FE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1062.degrees latitude (g = 980.6199 gals.).
 FE1062
 FE1062.The modeled gravity was interpolated from observed gravity values.
 FE1062
 FE1062;                    North         East    Units  Estimated Accuracy
 FE1062;SPC TN       -    93,650.      314,330.      MT  (+/- 180 meters Scaled)
 FE1062
 FE1062                          SUPERSEDED SURVEY CONTROL
 FE1062
 FE1062  NGVD 29 (??/??/??)  182.839  (m)          599.86   (f) ADJUSTED    2 0
 FE1062
 FE1062.Superseded values are not recommended for survey control.
 FE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1062.See file dsdata.txt to determine how the superseded data were derived.
 FE1062
 FE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD054902(NAD 83)
 FE1062_MARKER: DB = BENCH MARK DISK
 FE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1062_STAMPING: G 64 1935
 FE1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1062+STABILITY: SURFACE MOTION
 FE1062
 FE1062  HISTORY     - Date     Condition        Report By
 FE1062  HISTORY     - 1935     MONUMENTED       CGS
 FE1062
 FE1062                          STATION DESCRIPTION
 FE1062
 FE1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1062'6 MI N FROM GRAND JUNCTION.
 FE1062'6.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1062'STATION AT GRAND JUNCTION, HARDEMAN COUNTY, 5 RAILS NORTH OF
 FE1062'MILEPOST 511-401, 40 FEET WEST OF THE TRACK, AND 1 FOOT EAST
 FE1062'OF THE FENCE.  A STANDARD DISK, STAMPED G 64 1935 AND SET IN THE
 FE1062'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0780 ***********************************************************************
 FE0780  DESIGNATION -  G 65
 FE0780  PID         -  FE0780
 FE0780  STATE/COUNTY-  TN/MADISON
 FE0780  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0780
 FE0780                         *CURRENT SURVEY CONTROL
 FE0780  ___________________________________________________________________
 FE0780* NAD 83(1986)-  35 34 42.     (N)    088 49 13.     (W)     SCALED    
 FE0780* NAVD 88     -       112.670  (meters)     369.65   (feet)  ADJUSTED  
 FE0780  ___________________________________________________________________
 FE0780  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0780  DYNAMIC HT  -         112.569 (meters)     369.32  (feet)  COMP
 FE0780  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 FE0780
 FE0780  VERT ORDER  -  SECOND    CLASS 0
 FE0780
 FE0780.The horizontal coordinates were scaled from a topographic map and have
 FE0780.an estimated accuracy of +/- 6 seconds.
 FE0780
 FE0780.The orthometric height was determined by differential leveling
 FE0780.and adjusted by the National Geodetic Survey in June 1991..
 FE0780
 FE0780.The geoid height was determined by GEOID03.
 FE0780
 FE0780.The dynamic height is computed by dividing the NAVD 88
 FE0780.geopotential number by the normal gravity value computed on the
 FE0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0780.degrees latitude (g = 980.6199 gals.).
 FE0780
 FE0780.The modeled gravity was interpolated from observed gravity values.
 FE0780
 FE0780;                    North         East    Units  Estimated Accuracy
 FE0780;SPC TN       -   141,820.      344,410.      MT  (+/- 180 meters Scaled)
 FE0780
 FE0780                          SUPERSEDED SURVEY CONTROL
 FE0780
 FE0780  NGVD 29 (??/??/??)  112.703  (m)          369.76   (f) ADJUSTED    2 0
 FE0780
 FE0780.Superseded values are not recommended for survey control.
 FE0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0780.See file dsdata.txt to determine how the superseded data were derived.
 FE0780
 FE0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE350387(NAD 83)
 FE0780_MARKER: DB = BENCH MARK DISK
 FE0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0780_STAMPING: G 65 1935
 FE0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0780+STABILITY: SURFACE MOTION
 FE0780
 FE0780  HISTORY     - Date     Condition        Report By
 FE0780  HISTORY     - 1935     MONUMENTED       CGS
 FE0780  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0780
 FE0780                          STATION DESCRIPTION
 FE0780
 FE0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0780'0.5 MI W FROM BEMIS.
 FE0780'0.5 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0780'STATION AT BEMIS, MADISON COUNTY, 85 FEET SOUTH OF THE GULF,
 FE0780'MOBILE AND OHIO RAILROAD, 70 FEET SOUTH OF A SIGNAL TOWER, AND
 FE0780'30 FEET WEST OF THE I.C.R.R. TRACK.  A STANDARD DISK, STAMPED
 FE0780'G 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0780
 FE0780                          STATION RECOVERY (2002)
 FE0780
 FE0780'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0692 ***********************************************************************
 FE0692  DESIGNATION -  G 66
 FE0692  PID         -  FE0692
 FE0692  STATE/COUNTY-  TN/GIBSON
 FE0692  USGS QUAD   -  MILAN (1983)
 FE0692
 FE0692                         *CURRENT SURVEY CONTROL
 FE0692  ___________________________________________________________________
 FE0692* NAD 83(1986)-  35 54 37.     (N)    088 45 41.     (W)     SCALED    
 FE0692* NAVD 88     -       138.201  (meters)     453.41   (feet)  ADJUSTED  
 FE0692  ___________________________________________________________________
 FE0692  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0692  DYNAMIC HT  -         138.081 (meters)     453.02  (feet)  COMP
 FE0692  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 FE0692
 FE0692  VERT ORDER  -  FIRST     CLASS II
 FE0692
 FE0692.The horizontal coordinates were scaled from a topographic map and have
 FE0692.an estimated accuracy of +/- 6 seconds.
 FE0692
 FE0692.The orthometric height was determined by differential leveling
 FE0692.and adjusted by the National Geodetic Survey in June 1991..
 FE0692
 FE0692.The geoid height was determined by GEOID03.
 FE0692
 FE0692.The dynamic height is computed by dividing the NAVD 88
 FE0692.geopotential number by the normal gravity value computed on the
 FE0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0692.degrees latitude (g = 980.6199 gals.).
 FE0692
 FE0692.The modeled gravity was interpolated from observed gravity values.
 FE0692
 FE0692;                    North         East    Units  Estimated Accuracy
 FE0692;SPC TN       -   178,480.      350,790.      MT  (+/- 180 meters Scaled)
 FE0692
 FE0692                          SUPERSEDED SURVEY CONTROL
 FE0692
 FE0692  NGVD 29 (??/??/??)  138.253  (m)          453.59   (f) ADJUSTED    1 2
 FE0692
 FE0692.Superseded values are not recommended for survey control.
 FE0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0692.See file dsdata.txt to determine how the superseded data were derived.
 FE0692
 FE0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE410754(NAD 83)
 FE0692_MARKER: DB = BENCH MARK DISK
 FE0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0692_SP_SET: PIER
 FE0692_STAMPING: G 66 1935
 FE0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0692+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0692
 FE0692  HISTORY     - Date     Condition        Report By
 FE0692  HISTORY     - 1935     MONUMENTED       CGS
 FE0692  HISTORY     - 1948     GOOD             CGS
 FE0692  HISTORY     - 20020914 GOOD             USACE
 FE0692
 FE0692                          STATION DESCRIPTION
 FE0692
 FE0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0692'0.7 MI S FROM MILAN.
 FE0692'ABOUT 0.7 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0692'FROM THE STATION AT MILAN, AT THE OVERPASS OF U.S. HIGHWAY 79
 FE0692'OVER THE TRACKS, 53 YARDS NORTH OF MILE POST C 449, SET
 FE0692'VERTICALLY IN THE EAST FACE AT ABOUT THE CENTER OF THE
 FE0692'SOUTHWEST CONCRETE PIER OF THE OVERPASS, 6.6 FEET WEST OF THE
 FE0692'WEST RAIL OF THE MAIN TRACK AND ABOUT 2 FEET ABOVE THE GROUND.
 FE0692
 FE0692                          STATION RECOVERY (2002)
 FE0692
 FE0692'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1173 ***********************************************************************
 FE1173  DESIGNATION -  G 67
 FE1173  PID         -  FE1173
 FE1173  STATE/COUNTY-  TN/FAYETTE
 FE1173  USGS QUAD   -  GALLAWAY (1981)
 FE1173
 FE1173                         *CURRENT SURVEY CONTROL
 FE1173  ___________________________________________________________________
 FE1173* NAD 83(1986)-  35 22 28.     (N)    089 34 18.     (W)     SCALED    
 FE1173* NAVD 88     -        97.019  (meters)     318.30   (feet)  ADJUSTED  
 FE1173  ___________________________________________________________________
 FE1173  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1173  DYNAMIC HT  -          96.933 (meters)     318.02  (feet)  COMP
 FE1173  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 FE1173
 FE1173  VERT ORDER  -  SECOND    CLASS 0
 FE1173
 FE1173.The horizontal coordinates were scaled from a topographic map and have
 FE1173.an estimated accuracy of +/- 6 seconds.
 FE1173
 FE1173.The orthometric height was determined by differential leveling
 FE1173.and adjusted by the National Geodetic Survey in June 1991..
 FE1173
 FE1173.The geoid height was determined by GEOID03.
 FE1173
 FE1173.The dynamic height is computed by dividing the NAVD 88
 FE1173.geopotential number by the normal gravity value computed on the
 FE1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1173.degrees latitude (g = 980.6199 gals.).
 FE1173
 FE1173.The modeled gravity was interpolated from observed gravity values.
 FE1173
 FE1173;                    North         East    Units  Estimated Accuracy
 FE1173;SPC TN       -   121,430.      275,520.      MT  (+/- 180 meters Scaled)
 FE1173
 FE1173                          SUPERSEDED SURVEY CONTROL
 FE1173
 FE1173  NGVD 29 (??/??/??)   97.004  (m)          318.25   (f) ADJUSTED    2 0
 FE1173
 FE1173.Superseded values are not recommended for survey control.
 FE1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1173.See file dsdata.txt to determine how the superseded data were derived.
 FE1173
 FE1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE663176(NAD 83)
 FE1173_MARKER: DB = BENCH MARK DISK
 FE1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1173_STAMPING: G 67 1935
 FE1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1173+STABILITY: SURFACE MOTION
 FE1173
 FE1173  HISTORY     - Date     Condition        Report By
 FE1173  HISTORY     - 1935     MONUMENTED       CGS
 FE1173  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1173
 FE1173                          STATION DESCRIPTION
 FE1173
 FE1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1173'0.4 MI S FROM BRADEN.
 FE1173'0.4 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1173'THE STATION AT BRADEN, FAYETTE COUNTY, ABOUT 1000 FEET SOUTH OF A
 FE1173'FARMHOUSE, AT A PRIVATE-ROAD CROSSING, 25 FEET NORTH OF THE
 FE1173'CENTERLINE OF THE ROAD, AND 35 FEET EAST OF THE CENTERLINE OF THE
 FE1173'TRACK.  A STANDARD DISK, STAMPED G 67 1935 AND SET IN THE TOP OF
 FE1173'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FE1173
 FE1173                          STATION RECOVERY (1963)
 FE1173
 FE1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1751 ***********************************************************************
 FE1751  DESIGNATION -  G 69
 FE1751  PID         -  FE1751
 FE1751  STATE/COUNTY-  TN/TIPTON
 FE1751  USGS QUAD   -  COVINGTON (1983)
 FE1751
 FE1751                         *CURRENT SURVEY CONTROL
 FE1751  ___________________________________________________________________
 FE1751* NAD 83(1986)-  35 30 35.     (N)    089 42 34.     (W)     SCALED    
 FE1751* NAVD 88     -        93.282  (meters)     306.04   (feet)  ADJUSTED  
 FE1751  ___________________________________________________________________
 FE1751  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1751  DYNAMIC HT  -          93.202 (meters)     305.78  (feet)  COMP
 FE1751  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 FE1751
 FE1751  VERT ORDER  -  SECOND    CLASS 0
 FE1751
 FE1751.The horizontal coordinates were scaled from a topographic map and have
 FE1751.an estimated accuracy of +/- 6 seconds.
 FE1751
 FE1751.The orthometric height was determined by differential leveling
 FE1751.and adjusted by the National Geodetic Survey in June 1991..
 FE1751
 FE1751.The geoid height was determined by GEOID03.
 FE1751
 FE1751.The dynamic height is computed by dividing the NAVD 88
 FE1751.geopotential number by the normal gravity value computed on the
 FE1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1751.degrees latitude (g = 980.6199 gals.).
 FE1751
 FE1751.The modeled gravity was interpolated from observed gravity values.
 FE1751
 FE1751;                    North         East    Units  Estimated Accuracy
 FE1751;SPC TN       -   136,900.      263,580.      MT  (+/- 180 meters Scaled)
 FE1751
 FE1751                          SUPERSEDED SURVEY CONTROL
 FE1751
 FE1751  NGVD 29 (??/??/??)   93.312  (m)          306.14   (f) ADJUSTED    2 0
 FE1751
 FE1751.Superseded values are not recommended for survey control.
 FE1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1751.See file dsdata.txt to determine how the superseded data were derived.
 FE1751
 FE1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE542329(NAD 83)
 FE1751_MARKER: DB = BENCH MARK DISK
 FE1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1751_STAMPING: G 69 1935
 FE1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1751+STABILITY: SURFACE MOTION
 FE1751
 FE1751  HISTORY     - Date     Condition        Report By
 FE1751  HISTORY     - 1935     MONUMENTED       CGS
 FE1751  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1751
 FE1751                          STATION DESCRIPTION
 FE1751
 FE1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1751'2.1 MI N FROM BRIGHTON.
 FE1751'2.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1751'STATION AT BRIGHTON, TIPTON COUNTY, 2 RAILS SOUTH OF MILEPOST
 FE1751'358, 90 FEET EAST OF THE CENTER OF THE U.S. HIGHWAY 51, 6 FEET
 FE1751'SOUTH OF THE CENTERLINE OF A FARM-ROAD CROSSING, AND 15 FEET WEST
 FE1751'OF THE TRACK.  A STANDARD DISK, STAMPED G 69 1935 AND SET IN THE
 FE1751'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1455 ***********************************************************************
 FC1455  DESIGNATION -  G 7
 FC1455  PID         -  FC1455
 FC1455  STATE/COUNTY-  TN/COFFEE
 FC1455  USGS QUAD   -  MORRISON (1983)
 FC1455
 FC1455                         *CURRENT SURVEY CONTROL
 FC1455  ___________________________________________________________________
 FC1455* NAD 83(1986)-  35 33 33.     (N)    085 59 18.     (W)     SCALED    
 FC1455* NAVD 88     -       338.861  (meters)    1111.75   (feet)  ADJUSTED  
 FC1455  ___________________________________________________________________
 FC1455  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1455  DYNAMIC HT  -         338.541 (meters)    1110.70  (feet)  COMP
 FC1455  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 FC1455
 FC1455  VERT ORDER  -  SECOND    CLASS 0
 FC1455
 FC1455.The horizontal coordinates were scaled from a topographic map and have
 FC1455.an estimated accuracy of +/- 6 seconds.
 FC1455
 FC1455.The orthometric height was determined by differential leveling
 FC1455.and adjusted by the National Geodetic Survey in June 1991..
 FC1455
 FC1455.The geoid height was determined by GEOID03.
 FC1455
 FC1455.The dynamic height is computed by dividing the NAVD 88
 FC1455.geopotential number by the normal gravity value computed on the
 FC1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1455.degrees latitude (g = 980.6199 gals.).
 FC1455
 FC1455.The modeled gravity was interpolated from observed gravity values.
 FC1455
 FC1455;                    North         East    Units  Estimated Accuracy
 FC1455;SPC TN       -   136,010.      601,060.      MT  (+/- 180 meters Scaled)
 FC1455
 FC1455                          SUPERSEDED SURVEY CONTROL
 FC1455
 FC1455  NGVD 29 (??/??/92)  338.864  (m)         1111.76   (f) ADJ UNCH    2 0
 FC1455
 FC1455.Superseded values are not recommended for survey control.
 FC1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1455.See file dsdata.txt to determine how the superseded data were derived.
 FC1455
 FC1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE916355(NAD 83)
 FC1455_MARKER: DB = BENCH MARK DISK
 FC1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1455_STAMPING: 1112.042 G 7 1930
 FC1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1455+STABILITY: SURFACE MOTION
 FC1455
 FC1455  HISTORY     - Date     Condition        Report By
 FC1455  HISTORY     - 1930     MONUMENTED       CGS
 FC1455  HISTORY     - 1934     GOOD             NGS
 FC1455  HISTORY     - 1956     MARK NOT FOUND   TVA
 FC1455
 FC1455                          STATION DESCRIPTION
 FC1455
 FC1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1455'0.2 MI NE FROM SUMMITVILLE.
 FC1455'0.25 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1455'LOUIS RAILWAY FROM SUMMITVILLE, COFFEE COUNTY, 4 RAILS SOUTHWEST
 FC1455'OF A ROAD CROSSING, 30 FEET NORTHEAST OF POLE 19/15, 20 FEET
 FC1455'NORTHWEST OF THE NORTHWEST RAIL, AND IN LINE WITH A ROW OF POLES.
 FC1455'A STANDARD DISK, STAMPED 1112.042 G 7 1930 AND SET IN THE TOP
 FC1455'OF A CONCRETE POST.
 FC1455
 FC1455                          STATION RECOVERY (1956)
 FC1455
 FC1455'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1956
 FC1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1048 ***********************************************************************
 FE1048  DESIGNATION -  G 72
 FE1048  PID         -  FE1048
 FE1048  STATE/COUNTY-  TN/HARDEMAN
 FE1048  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1048
 FE1048                         *CURRENT SURVEY CONTROL
 FE1048  ___________________________________________________________________
 FE1048* NAD 83(1986)-  35 16 38.     (N)    089 03 01.     (W)     SCALED    
 FE1048* NAVD 88     -       153.545  (meters)     503.76   (feet)  ADJUSTED  
 FE1048  ___________________________________________________________________
 FE1048  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FE1048  DYNAMIC HT  -         153.404 (meters)     503.29  (feet)  COMP
 FE1048  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FE1048
 FE1048  VERT ORDER  -  SECOND    CLASS 0
 FE1048
 FE1048.The horizontal coordinates were scaled from a topographic map and have
 FE1048.an estimated accuracy of +/- 6 seconds.
 FE1048
 FE1048.The orthometric height was determined by differential leveling
 FE1048.and adjusted by the National Geodetic Survey in June 1991..
 FE1048
 FE1048.The geoid height was determined by GEOID03.
 FE1048
 FE1048.The dynamic height is computed by dividing the NAVD 88
 FE1048.geopotential number by the normal gravity value computed on the
 FE1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1048.degrees latitude (g = 980.6199 gals.).
 FE1048
 FE1048.The modeled gravity was interpolated from observed gravity values.
 FE1048
 FE1048;                    North         East    Units  Estimated Accuracy
 FE1048;SPC TN       -   109,050.      322,530.      MT  (+/- 180 meters Scaled)
 FE1048
 FE1048                          SUPERSEDED SURVEY CONTROL
 FE1048
 FE1048  NGVD 29 (??/??/??)  153.530  (m)          503.71   (f) ADJUSTED    2 0
 FE1048
 FE1048.Superseded values are not recommended for survey control.
 FE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1048.See file dsdata.txt to determine how the superseded data were derived.
 FE1048
 FE1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE135057(NAD 83)
 FE1048_MARKER: DB = BENCH MARK DISK
 FE1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1048_STAMPING: G 72 1935
 FE1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1048+STABILITY: SURFACE MOTION
 FE1048
 FE1048  HISTORY     - Date     Condition        Report By
 FE1048  HISTORY     - 1935     MONUMENTED       CGS
 FE1048  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1048
 FE1048                          STATION DESCRIPTION
 FE1048
 FE1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1048'3.8 MI W FROM BOLIVAR.
 FE1048'3.8 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1048'PLANT AT BOLIVAR, HARDEMAN COUNTY, AT THE JUNCTION OF A DRIVE
 FE1048'LEADING TO THE LUTHER HADLEY HOUSE IN 1935, 30 FEET SOUTH OF THE
 FE1048'CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF THE CENTERLINE OF THE
 FE1048'DRIVE, AND 1 FOOT NORTH OF THE YARD FENCE.  A STANDARD DISK, STAMPED
 FE1048'G 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1048
 FE1048                          STATION RECOVERY (1987)
 FE1048
 FE1048'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1021 ***********************************************************************
 FE1021  DESIGNATION -  G 73
 FE1021  PID         -  FE1021
 FE1021  STATE/COUNTY-  TN/FAYETTE
 FE1021  USGS QUAD   -  LACONIA (1983)
 FE1021
 FE1021                         *CURRENT SURVEY CONTROL
 FE1021  ___________________________________________________________________
 FE1021* NAD 83(1986)-  35 17 33.     (N)    089 22 16.     (W)     SCALED    
 FE1021* NAVD 88     -       126.711  (meters)     415.72   (feet)  ADJUSTED  
 FE1021  ___________________________________________________________________
 FE1021  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1021  DYNAMIC HT  -         126.596 (meters)     415.34  (feet)  COMP
 FE1021  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 FE1021
 FE1021  VERT ORDER  -  SECOND    CLASS 0
 FE1021
 FE1021.The horizontal coordinates were scaled from a topographic map and have
 FE1021.an estimated accuracy of +/- 6 seconds.
 FE1021
 FE1021.The orthometric height was determined by differential leveling
 FE1021.and adjusted by the National Geodetic Survey in June 1991..
 FE1021
 FE1021.The geoid height was determined by GEOID03.
 FE1021
 FE1021.The dynamic height is computed by dividing the NAVD 88
 FE1021.geopotential number by the normal gravity value computed on the
 FE1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1021.degrees latitude (g = 980.6199 gals.).
 FE1021
 FE1021.The modeled gravity was interpolated from observed gravity values.
 FE1021
 FE1021;                    North         East    Units  Estimated Accuracy
 FE1021;SPC TN       -   111,700.      293,420.      MT  (+/- 180 meters Scaled)
 FE1021
 FE1021                          SUPERSEDED SURVEY CONTROL
 FE1021
 FE1021  NGVD 29 (??/??/??)  126.695  (m)          415.67   (f) ADJUSTED    2 0
 FE1021
 FE1021.Superseded values are not recommended for survey control.
 FE1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1021.See file dsdata.txt to determine how the superseded data were derived.
 FE1021
 FE1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE843080(NAD 83)
 FE1021_MARKER: DB = BENCH MARK DISK
 FE1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1021_STAMPING: G 73 1935
 FE1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1021+STABILITY: SURFACE MOTION
 FE1021
 FE1021  HISTORY     - Date     Condition        Report By
 FE1021  HISTORY     - 1935     MONUMENTED       CGS
 FE1021  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1021
 FE1021                          STATION DESCRIPTION
 FE1021
 FE1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1021'3.7 MI NW FROM SOMERVILLE.
 FE1021'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1021'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 50 FEET SOUTHWEST OF
 FE1021'THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTH, AND 40 FEET
 FE1021'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FE1021'G 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1021
 FE1021                          STATION RECOVERY (2002)
 FE1021
 FE1021'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0456 ***********************************************************************
 FF0456  DESIGNATION -  G 75
 FF0456  PID         -  FF0456
 FF0456  STATE/COUNTY-  TN/SHELBY
 FF0456  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0456
 FF0456                         *CURRENT SURVEY CONTROL
 FF0456  ___________________________________________________________________
 FF0456* NAD 83(1986)-  35 06 50.     (N)    090 03 43.     (W)     SCALED    
 FF0456* NAVD 88     -        90.749  (meters)     297.73   (feet)  ADJUSTED  
 FF0456  ___________________________________________________________________
 FF0456  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0456  DYNAMIC HT  -          90.666 (meters)     297.46  (feet)  COMP
 FF0456  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 FF0456
 FF0456  VERT ORDER  -  FIRST     CLASS I
 FF0456
 FF0456.The horizontal coordinates were scaled from a topographic map and have
 FF0456.an estimated accuracy of +/- 6 seconds.
 FF0456
 FF0456.The orthometric height was determined by differential leveling
 FF0456.and adjusted by the National Geodetic Survey in June 1991..
 FF0456
 FF0456.The geoid height was determined by GEOID03.
 FF0456
 FF0456.The dynamic height is computed by dividing the NAVD 88
 FF0456.geopotential number by the normal gravity value computed on the
 FF0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0456.degrees latitude (g = 980.6199 gals.).
 FF0456
 FF0456.The modeled gravity was interpolated from observed gravity values.
 FF0456
 FF0456;                    North         East    Units  Estimated Accuracy
 FF0456;SPC TN       -    94,290.      229,800.      MT  (+/- 180 meters Scaled)
 FF0456
 FF0456                          SUPERSEDED SURVEY CONTROL
 FF0456
 FF0456  NGVD 29 (??/??/??)   90.728  (m)          297.66   (f) ADJUSTED    1 1
 FF0456
 FF0456.Superseded values are not recommended for survey control.
 FF0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0456.See file dsdata.txt to determine how the superseded data were derived.
 FF0456
 FF0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU677896(NAD 83)
 FF0456_MARKER: DB = BENCH MARK DISK
 FF0456_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FF0456_SP_SET: BUILDING
 FF0456_STAMPING: G 75 1956
 FF0456_MARK LOGO: CGS   
 FF0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF0456+STABILITY: POSITION/ELEVATION WELL
 FF0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0456+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 FF0456
 FF0456  HISTORY     - Date     Condition        Report By
 FF0456  HISTORY     - 1956     MONUMENTED       CGS
 FF0456  HISTORY     - 1974     GOOD             NGS
 FF0456  HISTORY     - 1976     GOOD             NGS
 FF0456  HISTORY     - 1983     GOOD             NGS
 FF0456  HISTORY     - 19911112 GOOD             NGS
 FF0456  HISTORY     - 19950603 GOOD             TN1620
 FF0456  HISTORY     - 20021029 POOR             USACE
 FF0456
 FF0456                          STATION DESCRIPTION
 FF0456
 FF0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0456'AT MEMPHIS.
 FF0456'AT MEMPHIS, 0.75 MILE SOUTH ALONG FLORIDA STREET FROM THE
 FF0456'INTERSECTION WITH CRUMP BOULEVARD, 125 YARDS NORTH OF THE CENTER
 FF0456'LINE OF TRIGG AVENUE, ABOUT 50 YARDS SOUTH OF THE INTERSECTION
 FF0456'OF FARROW AVENUE LEADING EAST, 23 FEET WEST OF THE CENTER LINE
 FF0456'OF FLORIDA STREET, SET VERTICALLY IN THE EAST FACE OF A 3-STORY
 FF0456'BRICK BUILDING OF THE WABASH DOOR COMPANY, 1 FOOT NORTH OF THE
 FF0456'SOUTHEAST CORNER, 2.2 FEET ABOVE LEVEL OF THE SIDEWALK.
 FF0456
 FF0456                          STATION RECOVERY (1976)
 FF0456
 FF0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0456'RECOVERED IN GOOD CONDITION.
 FF0456
 FF0456                          STATION RECOVERY (1983)
 FF0456
 FF0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0456'RECOVERED IN GOOD CONDITION.  NOTE, THE MARK IS LOCATED BELOW A SIGN
 FF0456'WHICH IS ATTACHED TO THE BUILDING AND READS, AMERICAN STOVE PRODUCTS,
 FF0456
 FF0456                          STATION RECOVERY (1991)
 FF0456
 FF0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0456'IN MEMPHIS, AT THE INTERSECTION OF FARROW AVENUE AND FLORIDA STREET,
 FF0456'SET VERTICALLY IN THE EAST FACE OF THE AMERICAN STOVE PRODUCTS
 FF0456'BUILDING, 44.5 M (146.0 FT) SOUTH OF THE EXTENDED CENTER OF THE
 FF0456'AVENUE, 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF THE STREET, 0.8 M
 FF0456'(2.6 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT) NORTH OF
 FF0456'THE SOUTHEAST CORNER OF THE BUILDING.
 FF0456
 FF0456                          STATION RECOVERY (1995)
 FF0456
 FF0456'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0456'RECOVERED IN GOOD CONDITION.
 FF0456
 FF0456                          STATION RECOVERY (2002)
 FF0456
 FF0456'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0456'MARK DESTROYED. BUILKDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0216 ***********************************************************************
 FD0216  DESIGNATION -  G 77
 FD0216  PID         -  FD0216
 FD0216  STATE/COUNTY-  TN/FRANKLIN
 FD0216  USGS QUAD   -  WINCHESTER (1971)
 FD0216
 FD0216                         *CURRENT SURVEY CONTROL
 FD0216  ___________________________________________________________________
 FD0216* NAD 83(1986)-  35 10 54.     (N)    086 06 54.     (W)     SCALED    
 FD0216* NAVD 88     -       293.660  (meters)     963.45   (feet)  ADJUSTED  
 FD0216  ___________________________________________________________________
 FD0216  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0216  DYNAMIC HT  -         293.374 (meters)     962.51  (feet)  COMP
 FD0216  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 FD0216
 FD0216  VERT ORDER  -  FIRST     CLASS II
 FD0216
 FD0216.The horizontal coordinates were scaled from a topographic map and have
 FD0216.an estimated accuracy of +/- 6 seconds.
 FD0216
 FD0216.The orthometric height was determined by differential leveling
 FD0216.and adjusted by the National Geodetic Survey in June 1991..
 FD0216
 FD0216.The geoid height was determined by GEOID03.
 FD0216
 FD0216.The dynamic height is computed by dividing the NAVD 88
 FD0216.geopotential number by the normal gravity value computed on the
 FD0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0216.degrees latitude (g = 980.6199 gals.).
 FD0216
 FD0216.The modeled gravity was interpolated from observed gravity values.
 FD0216
 FD0216;                    North         East    Units  Estimated Accuracy
 FD0216;SPC TN       -    94,130.      589,530.      MT  (+/- 180 meters Scaled)
 FD0216
 FD0216                          SUPERSEDED SURVEY CONTROL
 FD0216
 FD0216  NGVD 29 (??/??/92)  293.634  (m)          963.36   (f) ADJ UNCH    1 2
 FD0216
 FD0216.Superseded values are not recommended for survey control.
 FD0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0216.See file dsdata.txt to determine how the superseded data were derived.
 FD0216
 FD0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED805935(NAD 83)
 FD0216_MARKER: DB = BENCH MARK DISK
 FD0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0216_SP_SET: BUILDING
 FD0216_STAMPING: G 77 1934
 FD0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0216
 FD0216  HISTORY     - Date     Condition        Report By
 FD0216  HISTORY     - 1934     MONUMENTED       CGS
 FD0216  HISTORY     - 1949     GOOD             NGS
 FD0216  HISTORY     - 1965     GOOD             TVA
 FD0216
 FD0216                          STATION DESCRIPTION
 FD0216
 FD0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0216'AT WINCHESTER.
 FD0216'AT WINCHESTER, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 FD0216'OFFSET OF THE SOUTHEAST WALL OF THE NASHVILLE, CHATTANOOGA AND
 FD0216'ST. LOUIS RAILWAY STATION, AT THE EAST CORNER OF THE OFF-SET,
 FD0216'1 1/2 FEET SOUTHWEST OF THE EAST CORNER AND 4 FEET ABOVE THE
 FD0216'TRACK.
 FD0216
 FD0216                          STATION RECOVERY (1965)
 FD0216
 FD0216'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1965
 FD0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1374 ***********************************************************************
 GB1374  DESIGNATION -  G 78
 GB1374  PID         -  GB1374
 GB1374  STATE/COUNTY-  TN/PICKETT
 GB1374  USGS QUAD   -  MOODYVILLE (1962)
 GB1374
 GB1374                         *CURRENT SURVEY CONTROL
 GB1374  ___________________________________________________________________
 GB1374* NAD 83(1986)-  36 34 24.     (N)    085 02 40.     (W)     SCALED    
 GB1374* NAVD 88     -       273.935  (meters)     898.74   (feet)  ADJUSTED  
 GB1374  ___________________________________________________________________
 GB1374  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GB1374  DYNAMIC HT  -         273.698 (meters)     897.96  (feet)  COMP
 GB1374  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GB1374
 GB1374  VERT ORDER  -  SECOND    CLASS 0
 GB1374
 GB1374.The horizontal coordinates were scaled from a topographic map and have
 GB1374.an estimated accuracy of +/- 6 seconds.
 GB1374
 GB1374.The orthometric height was determined by differential leveling
 GB1374.and adjusted by the National Geodetic Survey in June 1991..
 GB1374
 GB1374.The geoid height was determined by GEOID03.
 GB1374
 GB1374.The dynamic height is computed by dividing the NAVD 88
 GB1374.geopotential number by the normal gravity value computed on the
 GB1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1374.degrees latitude (g = 980.6199 gals.).
 GB1374
 GB1374.The modeled gravity was interpolated from observed gravity values.
 GB1374
 GB1374;                    North         East    Units  Estimated Accuracy
 GB1374;SPC TN       -   248,950.      685,530.      MT  (+/- 180 meters Scaled)
 GB1374
 GB1374                          SUPERSEDED SURVEY CONTROL
 GB1374
 GB1374  NGVD 29 (??/??/92)  274.060  (m)          899.15   (f) ADJ UNCH    2 0
 GB1374
 GB1374.Superseded values are not recommended for survey control.
 GB1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1374.See file dsdata.txt to determine how the superseded data were derived.
 GB1374
 GB1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF749493(NAD 83)
 GB1374_MARKER: DB = BENCH MARK DISK
 GB1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1374_STAMPING: G 78 1935 899.145
 GB1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1374+STABILITY: SURFACE MOTION
 GB1374
 GB1374  HISTORY     - Date     Condition        Report By
 GB1374  HISTORY     - 1935     MONUMENTED       CGS
 GB1374  HISTORY     - 1951     GOOD             NGS
 GB1374  HISTORY     - 1958     GOOD             NGS
 GB1374
 GB1374                          STATION DESCRIPTION
 GB1374
 GB1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1374'2.4 MI W FROM FORBUS.
 GB1374'ABOUT 2.45 MILES WEST ALONG STATE HIGHWAY 28 FROM THE POST
 GB1374'OFFICE AT FORBUS, 19 1/2 FEET EAST OF CENTER LINE OF HIGHWAY,
 GB1374'104 FEET NORTH OF NORTH END OF EAST HEAD WALL OF A 15-FOOT
 GB1374'CONCRETE BRIDGE OVER HOLBERT CREEK, 69 FEET SOUTH OF A FENCE LINE
 GB1374'EAST, 22 FEET SOUTH OF A 9-INCH MULBERRY TREE, 19 1/2 FEET
 GB1374'NORTH OF AN 18-INCH APPLE TREE, 1 1/2 FEET NORTH OF A WHITE
 GB1374'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET
 GB1374'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GB1374
 GB1374                          STATION RECOVERY (1958)
 GB1374
 GB1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0240 ***********************************************************************
 GC0240  DESIGNATION -  G 79
 GC0240  PID         -  GC0240
 GC0240  STATE/COUNTY-  TN/WILSON
 GC0240  USGS QUAD   -  ALEXANDRIA (1983)
 GC0240
 GC0240                         *CURRENT SURVEY CONTROL
 GC0240  ___________________________________________________________________
 GC0240* NAD 83(1986)-  36 05 17.     (N)    086 06 05.     (W)     SCALED    
 GC0240* NAVD 88     -       233.348  (meters)     765.58   (feet)  ADJUSTED  
 GC0240  ___________________________________________________________________
 GC0240  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0240  DYNAMIC HT  -         233.147 (meters)     764.92  (feet)  COMP
 GC0240  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC0240
 GC0240  VERT ORDER  -  SECOND    CLASS 0
 GC0240
 GC0240.The horizontal coordinates were scaled from a topographic map and have
 GC0240.an estimated accuracy of +/- 6 seconds.
 GC0240
 GC0240.The orthometric height was determined by differential leveling
 GC0240.and adjusted by the National Geodetic Survey in June 1991..
 GC0240
 GC0240.The geoid height was determined by GEOID03.
 GC0240
 GC0240.The dynamic height is computed by dividing the NAVD 88
 GC0240.geopotential number by the normal gravity value computed on the
 GC0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0240.degrees latitude (g = 980.6199 gals.).
 GC0240
 GC0240.The modeled gravity was interpolated from observed gravity values.
 GC0240
 GC0240;                    North         East    Units  Estimated Accuracy
 GC0240;SPC TN       -   194,690.      590,870.      MT  (+/- 180 meters Scaled)
 GC0240
 GC0240                          SUPERSEDED SURVEY CONTROL
 GC0240
 GC0240  NGVD 29 (??/??/92)  233.400  (m)          765.75   (f) ADJ UNCH    2 0
 GC0240
 GC0240.Superseded values are not recommended for survey control.
 GC0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0240.See file dsdata.txt to determine how the superseded data were derived.
 GC0240
 GC0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE809940(NAD 83)
 GC0240_MARKER: DB = BENCH MARK DISK
 GC0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0240_STAMPING: G 79 1935
 GC0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0240+STABILITY: SURFACE MOTION
 GC0240
 GC0240  HISTORY     - Date     Condition        Report By
 GC0240  HISTORY     - 1935     MONUMENTED       CGS
 GC0240
 GC0240                          STATION DESCRIPTION
 GC0240
 GC0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0240'1.8 MI E FROM WATERTOWN.
 GC0240'1.8 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 GC0240'WATERTOWN, WILSON COUNTY, 160 YARDS NORTHWEST OF THE HOME OF TOM
 GC0240'ALLISON IN 1935, 23.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 GC0240'HIGHWAY, 2 FEET SOUTHWEST OF A WIRE FENCE, AND ABOUT 2 FEET HIGHER
 GC0240'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 79 1935 AND SET IN THE
 GC0240'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1006 ***********************************************************************
 FC1006  DESIGNATION -  G 8
 FC1006  PID         -  FC1006
 FC1006  STATE/COUNTY-  TN/CUMBERLAND
 FC1006  USGS QUAD   -  CROSSVILLE (1982)
 FC1006
 FC1006                         *CURRENT SURVEY CONTROL
 FC1006  ___________________________________________________________________
 FC1006* NAD 83(1986)-  35 57 15.     (N)    085 06 57.     (W)     SCALED    
 FC1006* NAVD 88     -       581.238  (meters)    1906.94   (feet)  ADJUSTED  
 FC1006  ___________________________________________________________________
 FC1006  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FC1006  DYNAMIC HT  -         580.693 (meters)    1905.16  (feet)  COMP
 FC1006  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FC1006
 FC1006  VERT ORDER  -  SECOND    CLASS 0
 FC1006
 FC1006.The horizontal coordinates were scaled from a topographic map and have
 FC1006.an estimated accuracy of +/- 6 seconds.
 FC1006
 FC1006.The orthometric height was determined by differential leveling
 FC1006.and adjusted by the National Geodetic Survey in June 1991..
 FC1006
 FC1006.The geoid height was determined by GEOID03.
 FC1006
 FC1006.The dynamic height is computed by dividing the NAVD 88
 FC1006.geopotential number by the normal gravity value computed on the
 FC1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1006.degrees latitude (g = 980.6199 gals.).
 FC1006
 FC1006.The modeled gravity was interpolated from observed gravity values.
 FC1006
 FC1006;                    North         East    Units  Estimated Accuracy
 FC1006;SPC TN       -   180,190.      679,760.      MT  (+/- 180 meters Scaled)
 FC1006
 FC1006                          SUPERSEDED SURVEY CONTROL
 FC1006
 FC1006  NGVD 29 (??/??/92)  581.290  (m)         1907.12   (f) ADJ UNCH    2 0
 FC1006
 FC1006.Superseded values are not recommended for survey control.
 FC1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1006.See file dsdata.txt to determine how the superseded data were derived.
 FC1006
 FC1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE699805(NAD 83)
 FC1006_MARKER: DB = BENCH MARK DISK
 FC1006_SETTING: 66 = SET IN ROCK OUTCROP
 FC1006_SP_SET: ROCK LEDGE
 FC1006_STAMPING: 1907.286 G 8 1931
 FC1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1006+STABILITY: POSITION/ELEVATION WELL
 FC1006
 FC1006  HISTORY     - Date     Condition        Report By
 FC1006  HISTORY     - 1931     MONUMENTED       CGS
 FC1006  HISTORY     - 1934     GOOD             NGS
 FC1006  HISTORY     - 1980     MARK NOT FOUND   TVA
 FC1006
 FC1006                          STATION DESCRIPTION
 FC1006
 FC1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1006'AT POMONA.
 FC1006'AT POMONA, CUMBERLAND COUNTY, ON U.S. HIGHWAY 70 A, 98 YARDS
 FC1006'EAST OF THE METHODIST EPISCOPAL CHURCH, 70 YARDS EAST OF A LARGE
 FC1006'OAK TREE ON THE NORTH SIDE OF THE HIGHWAY, 49 FEET NORTH OF THE
 FC1006'CENTERLINE OF THE HIGHWAY, AND IN A PROMINENT ROCK LEDGE, AND 12
 FC1006'FEET SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED 1907.286 G
 FC1006'8 1931.
 FC1006
 FC1006                          STATION RECOVERY (1980)
 FC1006
 FC1006'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1980
 FC1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1812 ***********************************************************************
 GB1812  DESIGNATION -  G 80
 GB1812  PID         -  GB1812
 GB1812  STATE/COUNTY-  TN/MACON
 GB1812  USGS QUAD   -  WILLETTE (1968)
 GB1812
 GB1812                         *CURRENT SURVEY CONTROL
 GB1812  ___________________________________________________________________
 GB1812* NAD 83(1986)-  36 29 16.     (N)    085 52 28.     (W)     SCALED    
 GB1812* NAVD 88     -       310.906  (meters)    1020.03   (feet)  POSTED    
 GB1812  ___________________________________________________________________
 GB1812  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB1812  DYNAMIC HT  -         310.640 (meters)    1019.16  (feet)  COMP
 GB1812  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GB1812
 GB1812  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1812
 GB1812.The horizontal coordinates were scaled from a topographic map and have
 GB1812.an estimated accuracy of +/- 6 seconds.
 GB1812
 GB1812.The orthometric height was determined by differential leveling
 GB1812.and adjusted by the National Geodetic Survey in 1992..
 GB1812.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1812.rate of 0.0 thru 1.0 mm/km.
 GB1812
 GB1812.The geoid height was determined by GEOID03.
 GB1812
 GB1812.The dynamic height is computed by dividing the NAVD 88
 GB1812.geopotential number by the normal gravity value computed on the
 GB1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1812.degrees latitude (g = 980.6199 gals.).
 GB1812
 GB1812.The modeled gravity was interpolated from observed gravity values.
 GB1812
 GB1812;                    North         East    Units  Estimated Accuracy
 GB1812;SPC TN       -   239,050.      611,250.      MT  (+/- 180 meters Scaled)
 GB1812
 GB1812                          SUPERSEDED SURVEY CONTROL
 GB1812
 GB1812  NGVD 29 (??/??/92)  310.998  (m)         1020.33   (f) ADJ UNCH    2 0
 GB1812
 GB1812.Superseded values are not recommended for survey control.
 GB1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1812.See file dsdata.txt to determine how the superseded data were derived.
 GB1812
 GB1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF008386(NAD 83)
 GB1812_MARKER: DB = BENCH MARK DISK
 GB1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1812_STAMPING: G 80 1935
 GB1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1812+STABILITY: SURFACE MOTION
 GB1812
 GB1812  HISTORY     - Date     Condition        Report By
 GB1812  HISTORY     - 1935     MONUMENTED       CGS
 GB1812  HISTORY     - 1967     MARK NOT FOUND   USGS
 GB1812
 GB1812                          STATION DESCRIPTION
 GB1812
 GB1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1812'3.5 MI SW FROM RED BOILING SPRINGS.
 GB1812'3.5 MILES SOUTHWEST ALONG STATE HIGHWAYS 52 AND 56 FROM RED BOILING
 GB1812'SPRINGS, MACON COUNTY, 25 YARDS SOUTH OF A GENERAL STORE OWNED IN
 GB1812'1935 BY S.W. KEMP, 29 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GB1812'2.5 FEET EAST OF A PICKET FENCE, AND 0.5 FOOT HIGHER THAN THE
 GB1812'HIGHWAY.  A STANDARD DISK, STAMPED G 80 1935 AND SET IN THE TOP
 GB1812'OF A CONCRETE POST.
 GB1812
 GB1812                          STATION RECOVERY (1967)
 GB1812
 GB1812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GB1812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0223 ***********************************************************************
 GC0223  DESIGNATION -  G 83
 GC0223  PID         -  GC0223
 GC0223  STATE/COUNTY-  TN/TROUSDALE
 GC0223  USGS QUAD   -  HARTSVILLE (1994)
 GC0223
 GC0223                         *CURRENT SURVEY CONTROL
 GC0223  ___________________________________________________________________
 GC0223* NAD 83(1986)-  36 23 22.     (N)    086 08 58.     (W)     SCALED    
 GC0223* NAVD 88     -       155.344  (meters)     509.66   (feet)  ADJUSTED  
 GC0223  ___________________________________________________________________
 GC0223  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC0223  DYNAMIC HT  -         155.217 (meters)     509.24  (feet)  COMP
 GC0223  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GC0223
 GC0223  VERT ORDER  -  SECOND    CLASS 0
 GC0223
 GC0223.The horizontal coordinates were scaled from a topographic map and have
 GC0223.an estimated accuracy of +/- 6 seconds.
 GC0223
 GC0223.The orthometric height was determined by differential leveling
 GC0223.and adjusted by the National Geodetic Survey in June 1991..
 GC0223
 GC0223.The geoid height was determined by GEOID03.
 GC0223
 GC0223.The dynamic height is computed by dividing the NAVD 88
 GC0223.geopotential number by the normal gravity value computed on the
 GC0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0223.degrees latitude (g = 980.6199 gals.).
 GC0223
 GC0223.The modeled gravity was interpolated from observed gravity values.
 GC0223
 GC0223;                    North         East    Units  Estimated Accuracy
 GC0223;SPC TN       -   228,140.      586,590.      MT  (+/- 180 meters Scaled)
 GC0223
 GC0223                          SUPERSEDED SURVEY CONTROL
 GC0223
 GC0223  NGVD 29 (??/??/92)  155.419  (m)          509.90   (f) ADJ UNCH    2 0
 GC0223
 GC0223.Superseded values are not recommended for survey control.
 GC0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0223.See file dsdata.txt to determine how the superseded data were derived.
 GC0223
 GC0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF762274(NAD 83)
 GC0223_MARKER: DB = BENCH MARK DISK
 GC0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0223_STAMPING: G 83 1935
 GC0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0223+STABILITY: SURFACE MOTION
 GC0223
 GC0223  HISTORY     - Date     Condition        Report By
 GC0223  HISTORY     - 1935     MONUMENTED       CGS
 GC0223  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0223
 GC0223                          STATION DESCRIPTION
 GC0223
 GC0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0223'1 MI W FROM HARTSVILLE.
 GC0223'1.0 MILE EAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0223'HARTSVILLE, TROUSDALE COUNTY, 29 YARDS EAST OF THE NORTHWEST
 GC0223'CORNER OF A MEADOW ON THE RUSSEL WRIGHT ESTATE, 22.5 FEET SOUTH
 GC0223'OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A BOARD
 GC0223'FENCE, AND 0.5 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GC0223'STAMPED G 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC0223
 GC0223                          STATION RECOVERY (2001)
 GC0223
 GC0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0223'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0223'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0158 ***********************************************************************
 GC0158  DESIGNATION -  G 85
 GC0158  PID         -  GC0158
 GC0158  STATE/COUNTY-  TN/WILSON
 GC0158  USGS QUAD   -  MARTHA (1975)
 GC0158
 GC0158                         *CURRENT SURVEY CONTROL
 GC0158  ___________________________________________________________________
 GC0158* NAD 83(1986)-  36 11 34.     (N)    086 29 18.     (W)     SCALED    
 GC0158* NAVD 88     -       166.060  (meters)     544.82   (feet)  ADJUSTED  
 GC0158  ___________________________________________________________________
 GC0158  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0158  DYNAMIC HT  -         165.920 (meters)     544.36  (feet)  COMP
 GC0158  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GC0158
 GC0158  VERT ORDER  -  SECOND    CLASS 0
 GC0158
 GC0158.The horizontal coordinates were scaled from a topographic map and have
 GC0158.an estimated accuracy of +/- 6 seconds.
 GC0158
 GC0158.The orthometric height was determined by differential leveling
 GC0158.and adjusted by the National Geodetic Survey in June 1991..
 GC0158
 GC0158.The geoid height was determined by GEOID03.
 GC0158
 GC0158.The dynamic height is computed by dividing the NAVD 88
 GC0158.geopotential number by the normal gravity value computed on the
 GC0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0158.degrees latitude (g = 980.6199 gals.).
 GC0158
 GC0158.The modeled gravity was interpolated from observed gravity values.
 GC0158
 GC0158;                    North         East    Units  Estimated Accuracy
 GC0158;SPC TN       -   206,420.      556,080.      MT  (+/- 180 meters Scaled)
 GC0158
 GC0158                          SUPERSEDED SURVEY CONTROL
 GC0158
 GC0158  NGVD 29 (??/??/92)  166.110  (m)          544.98   (f) ADJ UNCH    2 0
 GC0158
 GC0158.Superseded values are not recommended for survey control.
 GC0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0158.See file dsdata.txt to determine how the superseded data were derived.
 GC0158
 GC0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF460054(NAD 83)
 GC0158_MARKER: DB = BENCH MARK DISK
 GC0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0158_STAMPING: G 85 1935
 GC0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0158+STABILITY: SURFACE MOTION
 GC0158
 GC0158  HISTORY     - Date     Condition        Report By
 GC0158  HISTORY     - 1935     MONUMENTED       CGS
 GC0158  HISTORY     - 1960     GOOD             NGS
 GC0158
 GC0158                          STATION DESCRIPTION
 GC0158
 GC0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0158'1.8 MI E FROM MOUNT JULIET.
 GC0158'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0158'ON A PAVED ROAD, THEN 1.8 MILES EAST ON THE TENNESSEE CENTRAL
 GC0158'RAILWAY TO A PRIVATE ROAD CROSSING.  THE BENCH MARK IS 44 FT.
 GC0158'EAST OF A TELEPHONE POLE, 27 FT. NORTHWEST OF THE CENTER OF THE
 GC0158'ROAD CROSSING, 26 FT. SOUTH OF A FENCE, 21.6 FT. NORTH OF THE
 GC0158'NORTH RAIL, AND 1.5 FT. NORTH OF A WITNESS SIGN.  THE DISK IS
 GC0158'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL
 GC0158'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0146 ***********************************************************************
 GC0146  DESIGNATION -  G 86
 GC0146  PID         -  GC0146
 GC0146  STATE/COUNTY-  TN/SUMNER
 GC0146  USGS QUAD   -  BETHPAGE (1994)
 GC0146
 GC0146                         *CURRENT SURVEY CONTROL
 GC0146  ___________________________________________________________________
 GC0146* NAD 83(1986)-  36 26 40.     (N)    086 20 10.     (W)     SCALED    
 GC0146* NAVD 88     -       156.276  (meters)     512.72   (feet)  POSTED    
 GC0146  ___________________________________________________________________
 GC0146  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0146  DYNAMIC HT  -         156.150 (meters)     512.30  (feet)  COMP
 GC0146  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 GC0146
 GC0146  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GC0146
 GC0146.The horizontal coordinates were scaled from a topographic map and have
 GC0146.an estimated accuracy of +/- 6 seconds.
 GC0146
 GC0146.The orthometric height was determined by differential leveling
 GC0146.and adjusted by the National Geodetic Survey in 1992..
 GC0146.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GC0146.rate of 2.1 thru 3.0 mm/km.
 GC0146
 GC0146.The geoid height was determined by GEOID03.
 GC0146
 GC0146.The dynamic height is computed by dividing the NAVD 88
 GC0146.geopotential number by the normal gravity value computed on the
 GC0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0146.degrees latitude (g = 980.6199 gals.).
 GC0146
 GC0146.The modeled gravity was interpolated from observed gravity values.
 GC0146
 GC0146;                    North         East    Units  Estimated Accuracy
 GC0146;SPC TN       -   234,280.      569,870.      MT  (+/- 180 meters Scaled)
 GC0146
 GC0146                          SUPERSEDED SURVEY CONTROL
 GC0146
 GC0146  NGVD 29 (??/??/92)  156.385  (m)          513.07   (f) ADJ UNCH    2 0
 GC0146
 GC0146.Superseded values are not recommended for survey control.
 GC0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0146.See file dsdata.txt to determine how the superseded data were derived.
 GC0146
 GC0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF594334(NAD 83)
 GC0146_MARKER: DB = BENCH MARK DISK
 GC0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0146_STAMPING: G 86 1935
 GC0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0146+STABILITY: SURFACE MOTION
 GC0146
 GC0146  HISTORY     - Date     Condition        Report By
 GC0146  HISTORY     - 1935     MONUMENTED       CGS
 GC0146  HISTORY     - 1950     GOOD             NGS
 GC0146
 GC0146                          STATION DESCRIPTION
 GC0146
 GC0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GC0146'AT ROGANA.
 GC0146'AT ROGANA, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0146'RAILROAD, 41 YARDS NORTHEAST OF THE NORTHEAST END OF THE STATION,
 GC0146'44 YARDS WEST OF THE WEST END OF A STOCK PEN, 26 FEET SOUTH OF
 GC0146'THE SOUTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 GC0146'STAMPED G 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0434 ***********************************************************************
 GC0434  DESIGNATION -  G 87
 GC0434  PID         -  GC0434
 GC0434  STATE/COUNTY-  TN/ROBERTSON
 GC0434  USGS QUAD   -  GREENBRIER (1981)
 GC0434
 GC0434                         *CURRENT SURVEY CONTROL
 GC0434  ___________________________________________________________________
 GC0434* NAD 83(1986)-  36 23 19.     (N)    086 46 16.     (W)     SCALED    
 GC0434* NAVD 88     -       211.173  (meters)     692.82   (feet)  ADJUSTED  
 GC0434  ___________________________________________________________________
 GC0434  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0434  DYNAMIC HT  -         210.993 (meters)     692.23  (feet)  COMP
 GC0434  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 GC0434
 GC0434  VERT ORDER  -  SECOND    CLASS 0
 GC0434
 GC0434.The horizontal coordinates were scaled from a topographic map and have
 GC0434.an estimated accuracy of +/- 6 seconds.
 GC0434
 GC0434.The orthometric height was determined by differential leveling
 GC0434.and adjusted by the National Geodetic Survey in June 1991..
 GC0434
 GC0434.The geoid height was determined by GEOID03.
 GC0434
 GC0434.The dynamic height is computed by dividing the NAVD 88
 GC0434.geopotential number by the normal gravity value computed on the
 GC0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0434.degrees latitude (g = 980.6199 gals.).
 GC0434
 GC0434.The modeled gravity was interpolated from observed gravity values.
 GC0434
 GC0434;                    North         East    Units  Estimated Accuracy
 GC0434;SPC TN       -   228,310.      530,820.      MT  (+/- 180 meters Scaled)
 GC0434
 GC0434                          SUPERSEDED SURVEY CONTROL
 GC0434
 GC0434  NGVD 29 (??/??/92)  211.211  (m)          692.95   (f) ADJ UNCH    2 0
 GC0434
 GC0434.Superseded values are not recommended for survey control.
 GC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0434.See file dsdata.txt to determine how the superseded data were derived.
 GC0434
 GC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF205270(NAD 83)
 GC0434_MARKER: DB = BENCH MARK DISK
 GC0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0434_STAMPING: G 87 1935
 GC0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0434+STABILITY: SURFACE MOTION
 GC0434
 GC0434  HISTORY     - Date     Condition        Report By
 GC0434  HISTORY     - 1935     MONUMENTED       CGS
 GC0434  HISTORY     - 1956     MARK NOT FOUND   NGS
 GC0434  HISTORY     - 1961     MARK NOT FOUND   NGS
 GC0434
 GC0434                          STATION DESCRIPTION
 GC0434
 GC0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GC0434'AT RIDGETOP.
 GC0434'AT RIDGETOP, ROBERTSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0434'RAILROAD, 112 YARDS SOUTHEAST OF THE STATION, 32 FEET NORTHWEST
 GC0434'OF A SWITCHBOX, 15 FEET WEST OF THE WEST RAIL, AND 0.5 FOOT
 GC0434'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC0434'G 87 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ALL
 GC0434'THE AREA ALONG THE WEST SIDE OF THE TRACK WAS BELOW THE
 GC0434'TRACKS.  PERHAPS IT WAS LEVELED OFF AFTER THE BENCH MARK WAS SET.
 GC0434
 GC0434                          STATION RECOVERY (1961)
 GC0434
 GC0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0324 ***********************************************************************
 FF0324  DESIGNATION -  G 88
 FF0324  PID         -  FF0324
 FF0324  STATE/COUNTY-  TN/SHELBY
 FF0324  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0324
 FF0324                         *CURRENT SURVEY CONTROL
 FF0324  ___________________________________________________________________
 FF0324* NAD 83(1986)-  35 12 42.     (N)    090 01 54.     (W)     SCALED    
 FF0324* NAVD 88     -        80.284  (meters)     263.40   (feet)  ADJUSTED  
 FF0324  ___________________________________________________________________
 FF0324  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0324  DYNAMIC HT  -          80.211 (meters)     263.16  (feet)  COMP
 FF0324  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 FF0324
 FF0324  VERT ORDER  -  FIRST     CLASS I
 FF0324
 FF0324.The horizontal coordinates were scaled from a topographic map and have
 FF0324.an estimated accuracy of +/- 6 seconds.
 FF0324
 FF0324.The orthometric height was determined by differential leveling
 FF0324.and adjusted by the National Geodetic Survey in June 1991..
 FF0324
 FF0324.The geoid height was determined by GEOID03.
 FF0324
 FF0324.The dynamic height is computed by dividing the NAVD 88
 FF0324.geopotential number by the normal gravity value computed on the
 FF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0324.degrees latitude (g = 980.6199 gals.).
 FF0324
 FF0324.The modeled gravity was interpolated from observed gravity values.
 FF0324
 FF0324;                    North         East    Units  Estimated Accuracy
 FF0324;SPC TN       -   105,010.      233,010.      MT  (+/- 180 meters Scaled)
 FF0324
 FF0324                          SUPERSEDED SURVEY CONTROL
 FF0324
 FF0324  NGVD 29 (??/??/??)   80.239  (m)          263.25   (f) ADJUSTED    1 1
 FF0324
 FF0324.Superseded values are not recommended for survey control.
 FF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0324.See file dsdata.txt to determine how the superseded data were derived.
 FF0324
 FF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV702005(NAD 83)
 FF0324_MARKER: DB = BENCH MARK DISK
 FF0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0324_STAMPING: G 88 1957
 FF0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0324+STABILITY: SURFACE MOTION
 FF0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0324+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0324
 FF0324  HISTORY     - Date     Condition        Report By
 FF0324  HISTORY     - 1957     MONUMENTED       CGS
 FF0324  HISTORY     - 1974     GOOD             NGS
 FF0324  HISTORY     - 19941212 GOOD             TN1620
 FF0324  HISTORY     - 20021022 GOOD             USACE
 FF0324
 FF0324                          STATION DESCRIPTION
 FF0324
 FF0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0324'AT FRAYSER.
 FF0324'AT FRAYSER, 0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE
 FF0324'OVERPASS OVER THE ILLINOIS CENTRAL RAILROAD, 94 FEET NORTHEAST
 FF0324'OF THE JUNCTION OF MARSH ROAD AND U.S. HIGHWAY 51 WITH MARSH
 FF0324'ROAD LEADING WEST, 52 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 FF0324'51, 77.8 FEET SOUTH OF POWER POLE 52148, 1.5 FEET NORTH OF THE
 FF0324'NORTHWEST CORNER OF A BRICK WALL AROUND MARQUE SIGN SOUTHGATE
 FF0324'SHOPPING CENTER, 2 FEET EAST OF THE EAST EDGE OF SIDEWALK, 1
 FF0324'FOOT ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 FF0324'THE GROUND.
 FF0324
 FF0324                          STATION RECOVERY (1994)
 FF0324
 FF0324'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0324'RECOVERED IN GOOD CONDITION.
 FF0324
 FF0324                          STATION RECOVERY (2002)
 FF0324
 FF0324'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1630 ***********************************************************************
 FE1630  DESIGNATION -  G 89
 FE1630  PID         -  FE1630
 FE1630  STATE/COUNTY-  TN/LAUDERDALE
 FE1630  USGS QUAD   -  GOLDDUST (1983)
 FE1630
 FE1630                         *CURRENT SURVEY CONTROL
 FE1630  ___________________________________________________________________
 FE1630* NAD 83(1986)-  35 38 17.     (N)    089 48 13.     (W)     SCALED    
 FE1630* NAVD 88     -        79.581  (meters)     261.09   (feet)  ADJUSTED  
 FE1630  ___________________________________________________________________
 FE1630  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1630  DYNAMIC HT  -          79.514 (meters)     260.87  (feet)  COMP
 FE1630  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 FE1630
 FE1630  VERT ORDER  -  FIRST     CLASS II
 FE1630
 FE1630.The horizontal coordinates were scaled from a topographic map and have
 FE1630.an estimated accuracy of +/- 6 seconds.
 FE1630
 FE1630.The orthometric height was determined by differential leveling
 FE1630.and adjusted by the National Geodetic Survey in June 1991..
 FE1630
 FE1630.The geoid height was determined by GEOID03.
 FE1630
 FE1630.The dynamic height is computed by dividing the NAVD 88
 FE1630.geopotential number by the normal gravity value computed on the
 FE1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1630.degrees latitude (g = 980.6199 gals.).
 FE1630
 FE1630.The modeled gravity was interpolated from observed gravity values.
 FE1630
 FE1630;                    North         East    Units  Estimated Accuracy
 FE1630;SPC TN       -   151,450.      255,600.      MT  (+/- 180 meters Scaled)
 FE1630
 FE1630                          SUPERSEDED SURVEY CONTROL
 FE1630
 FE1630  NGVD 29 (??/??/??)   79.548  (m)          260.98   (f) ADJUSTED    1 2
 FE1630
 FE1630.Superseded values are not recommended for survey control.
 FE1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1630.See file dsdata.txt to determine how the superseded data were derived.
 FE1630
 FE1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE461474(NAD 83)
 FE1630_MARKER: DB = BENCH MARK DISK
 FE1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1630_STAMPING: G 89 1957
 FE1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1630+STABILITY: SURFACE MOTION
 FE1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1630+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1630
 FE1630  HISTORY     - Date     Condition        Report By
 FE1630  HISTORY     - 1957     MONUMENTED       CGS
 FE1630  HISTORY     - 20020807 GOOD             USACE
 FE1630
 FE1630                          STATION DESCRIPTION
 FE1630
 FE1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1630'5.3 MI NE FROM FULTON.
 FE1630'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1630'AT FULTON, ABOUT 1.1 MILE NORTHEAST OF THE JUNCTION OF A GRADED
 FE1630'ROAD LEADING NORTHWEST AND THE TRADING POST STORE, 37 1/2 FEET
 FE1630'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 130 YARDS
 FE1630'SOUTHEAST OF THE E.A. FOWLER RESIDENCE, 39 FEET WEST-NORTHWEST
 FE1630'OF THE CENTER OF THE JUNCTION OF HIGHWAY AND A DRIVEWAY LEADING
 FE1630'NORTHWEST, 28 1/2 FEET EAST OF THE EAST CORNER OF A SMALL WELL
 FE1630'HOUSE, 15 FEET SOUTHWEST OF THE CENTER LINE OF DRIVEWAY, 5 FEET
 FE1630'SOUTHEAST OF A POWER LINE POLE, 1 FOOT SOUTHWEST OF A FENCE LINE,
 FE1630'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 FE1630'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FE1630
 FE1630                          STATION RECOVERY (2002)
 FE1630
 FE1630'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0499 ***********************************************************************
 FD0499  DESIGNATION -  G 9
 FD0499  PID         -  FD0499
 FD0499  STATE/COUNTY-  TN/MAURY
 FD0499  USGS QUAD   -  CARTERS CREEK (1982)
 FD0499
 FD0499                         *CURRENT SURVEY CONTROL
 FD0499  ___________________________________________________________________
 FD0499* NAD 83(1986)-  35 44 40.     (N)    086 58 06.     (W)     SCALED    
 FD0499* NAVD 88     -       212.183  (meters)     696.14   (feet)  ADJUSTED  
 FD0499  ___________________________________________________________________
 FD0499  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FD0499  DYNAMIC HT  -         211.995 (meters)     695.52  (feet)  COMP
 FD0499  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0499
 FD0499  VERT ORDER  -  FIRST     CLASS II
 FD0499
 FD0499.The horizontal coordinates were scaled from a topographic map and have
 FD0499.an estimated accuracy of +/- 6 seconds.
 FD0499
 FD0499.The orthometric height was determined by differential leveling
 FD0499.and adjusted by the National Geodetic Survey in June 1991..
 FD0499
 FD0499.The geoid height was determined by GEOID03.
 FD0499
 FD0499.The dynamic height is computed by dividing the NAVD 88
 FD0499.geopotential number by the normal gravity value computed on the
 FD0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0499.degrees latitude (g = 980.6199 gals.).
 FD0499
 FD0499.The modeled gravity was interpolated from observed gravity values.
 FD0499
 FD0499;                    North         East    Units  Estimated Accuracy
 FD0499;SPC TN       -   157,000.      512,420.      MT  (+/- 180 meters Scaled)
 FD0499
 FD0499                          SUPERSEDED SURVEY CONTROL
 FD0499
 FD0499  NGVD 29 (??/??/92)  212.158  (m)          696.05   (f) ADJ UNCH    1 2
 FD0499
 FD0499.Superseded values are not recommended for survey control.
 FD0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0499.See file dsdata.txt to determine how the superseded data were derived.
 FD0499
 FD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE028556(NAD 83)
 FD0499_MARKER: DB = BENCH MARK DISK
 FD0499_SETTING: 66 = SET IN ROCK OUTCROP
 FD0499_SP_SET: ROCK LEDGE
 FD0499_STAMPING: 696.285 G 9 1931
 FD0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0499+STABILITY: POSITION/ELEVATION WELL
 FD0499
 FD0499  HISTORY     - Date     Condition        Report By
 FD0499  HISTORY     - 1931     MONUMENTED       CGS
 FD0499  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0499
 FD0499                          STATION DESCRIPTION
 FD0499
 FD0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FD0499'1.9 MI SW FROM SPRING HILL.
 FD0499'1.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0499'FROM SPRING HILL, MAURY COUNTY, 62 RAILS NORTH OF THE STATION
 FD0499'AT KLEBURNE, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 FD0499'TRACK, AND IN A ROCK LEDGE.  A STANDARD DISK, STAMPED 696.285
 FD0499'G 9 1931.
 FD0499
 FD0499                          STATION RECOVERY (1984)
 FD0499
 FD0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0499'SEARCHED FOR BUT NOT RECOVERED, POSSIBLE RAILROAD INTERFERENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0279 ***********************************************************************
 FF0279  DESIGNATION -  G 91
 FF0279  PID         -  FF0279
 FF0279  STATE/COUNTY-  TN/SHELBY
 FF0279  USGS QUAD   -  LOCKE (1970)
 FF0279
 FF0279                         *CURRENT SURVEY CONTROL
 FF0279  ___________________________________________________________________
 FF0279* NAD 83(1986)-  35 21 37.     (N)    090 01 54.     (W)     SCALED    
 FF0279* NAVD 88     -       127.272  (meters)     417.56   (feet)  ADJUSTED  
 FF0279  ___________________________________________________________________
 FF0279  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FF0279  DYNAMIC HT  -         127.159 (meters)     417.19  (feet)  COMP
 FF0279  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 FF0279
 FF0279  VERT ORDER  -  FIRST     CLASS II
 FF0279
 FF0279.The horizontal coordinates were scaled from a topographic map and have
 FF0279.an estimated accuracy of +/- 6 seconds.
 FF0279
 FF0279.The orthometric height was determined by differential leveling
 FF0279.and adjusted by the National Geodetic Survey in June 1991..
 FF0279
 FF0279.The geoid height was determined by GEOID03.
 FF0279
 FF0279.The dynamic height is computed by dividing the NAVD 88
 FF0279.geopotential number by the normal gravity value computed on the
 FF0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0279.degrees latitude (g = 980.6199 gals.).
 FF0279
 FF0279.The modeled gravity was interpolated from observed gravity values.
 FF0279
 FF0279;                    North         East    Units  Estimated Accuracy
 FF0279;SPC TN       -   121,490.      233,690.      MT  (+/- 180 meters Scaled)
 FF0279
 FF0279                          SUPERSEDED SURVEY CONTROL
 FF0279
 FF0279  NGVD 29 (??/??/??)  127.238  (m)          417.45   (f) ADJUSTED    1 2
 FF0279
 FF0279.Superseded values are not recommended for survey control.
 FF0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0279.See file dsdata.txt to determine how the superseded data were derived.
 FF0279
 FF0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV697170(NAD 83)
 FF0279_MARKER: DB = BENCH MARK DISK
 FF0279_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0279_SP_SET: 32 FEET
 FF0279_STAMPING: G 91 1957
 FF0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0279+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0279
 FF0279  HISTORY     - Date     Condition        Report By
 FF0279  HISTORY     - 1957     MONUMENTED       CGS
 FF0279  HISTORY     - 20021021 GOOD             USACE
 FF0279
 FF0279                          STATION DESCRIPTION
 FF0279
 FF0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0279'5.4 MI NW FROM LOCKE.
 FF0279'1.2 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E. JETER
 FF0279'SCHOOL AT LOCKE, THENCE 1.3 MILES NORTHWEST ALONG A GRAVEL ROAD,
 FF0279'THENCE 1.8 MILES NORTH-NORTHEAST ALONG A DIRT FARM ROAD, THENCE
 FF0279'1.15 MILES NORTHEAST ALONG AN ASPHALT ROAD, NEAR THE JUNCTION
 FF0279'OF AN ASPHALT ROAD LEADING EAST, 96 FEET EAST-NORTHEAST AND
 FF0279'ACROSS THE BLACK TOP ROAD EAST FROM THE CENTER LINE OF THE
 FF0279'NORTHWEST-SOUTHEAST BLACK TOP ROAD, 112 FEET EAST OF THE CENTER
 FF0279'OF THE JUNCTION OF THE ROADS, 32 FEET NORTH OF THE CENTER LINE
 FF0279'OF THE ROAD LEADING EAST, 40 FEET WEST OF A 16-INCH THORN TREE,
 FF0279'13 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 8 INCH OAK TREE,
 FF0279'1 FOOT WEST OF A WHITE CONCRETE WITNESS POST, 3 FEET ABOVE THE
 FF0279'LEVEL OF THE ROAD EAST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 FF0279'NORTHEAST-SOUTHWEST ROAD, A DISK ON TOP OF A COPPER COATED STEEL
 FF0279'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH TILE PROJECTING
 FF0279'1 1/2 INCH ABOVE THE GROUND.  ROD DRIVEN TO A DEPTH OF 32 FEET.
 FF0279
 FF0279                          STATION RECOVERY (2002)
 FF0279
 FF0279'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1566 ***********************************************************************
 FE1566  DESIGNATION -  G 92
 FE1566  PID         -  FE1566
 FE1566  STATE/COUNTY-  TN/LAUDERDALE
 FE1566  USGS QUAD   -  OPEN LAKE (1983)
 FE1566
 FE1566                         *CURRENT SURVEY CONTROL
 FE1566  ___________________________________________________________________
 FE1566* NAD 83(1986)-  35 50 58.     (N)    089 41 40.     (W)     SCALED    
 FE1566* NAVD 88     -        77.387  (meters)     253.89   (feet)  ADJUSTED  
 FE1566  ___________________________________________________________________
 FE1566  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE1566  DYNAMIC HT  -          77.322 (meters)     253.68  (feet)  COMP
 FE1566  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 FE1566
 FE1566  VERT ORDER  -  FIRST     CLASS II
 FE1566
 FE1566.The horizontal coordinates were scaled from a topographic map and have
 FE1566.an estimated accuracy of +/- 6 seconds.
 FE1566
 FE1566.The orthometric height was determined by differential leveling
 FE1566.and adjusted by the National Geodetic Survey in June 1991..
 FE1566
 FE1566.The geoid height was determined by GEOID03.
 FE1566
 FE1566.The dynamic height is computed by dividing the NAVD 88
 FE1566.geopotential number by the normal gravity value computed on the
 FE1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1566.degrees latitude (g = 980.6199 gals.).
 FE1566
 FE1566.The modeled gravity was interpolated from observed gravity values.
 FE1566
 FE1566;                    North         East    Units  Estimated Accuracy
 FE1566;SPC TN       -   174,510.      266,360.      MT  (+/- 180 meters Scaled)
 FE1566
 FE1566                          SUPERSEDED SURVEY CONTROL
 FE1566
 FE1566  NGVD 29 (??/??/??)   77.340  (m)          253.74   (f) ADJUSTED    1 2
 FE1566
 FE1566.Superseded values are not recommended for survey control.
 FE1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1566.See file dsdata.txt to determine how the superseded data were derived.
 FE1566
 FE1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE566706(NAD 83)
 FE1566_MARKER: DB = BENCH MARK DISK
 FE1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1566_STAMPING: G 92 1957
 FE1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1566+STABILITY: SURFACE MOTION
 FE1566
 FE1566  HISTORY     - Date     Condition        Report By
 FE1566  HISTORY     - 1957     MONUMENTED       CGS
 FE1566  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1566
 FE1566                          STATION DESCRIPTION
 FE1566
 FE1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1566'4.4 MI SE FROM BARR.
 FE1566'4.35 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ARP FROM THE
 FE1566'STORE AND POST OFFICE AT BARR, 34 FEET NORTHEAST OF THE CENTER
 FE1566'LINE OF THE ROAD, 89 FEET NORTHEAST AND ACROSS THE ROAD FROM THE
 FE1566'EAST CORNER OF A FRAME HOUSE ON STILTS, 73 FEET SOUTH OF THE
 FE1566'SOUTH CORNER OF A BARN, 82 FEET SOUTHEAST OF A WELL PUMP, 9 FEET
 FE1566'WEST OF ANOTHER WELL PUMP, 2 FEET WEST OF A FENCE CORNER, 1 FOOT
 FE1566'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1566'POST PROJECTING 3 INCHES ABOVE THE GROUND.
 FE1566
 FE1566                          STATION RECOVERY (2002)
 FE1566
 FE1566'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1566'SUSPECTED DESTROYED, AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1319 ***********************************************************************
 FE1319  DESIGNATION -  G 93
 FE1319  PID         -  FE1319
 FE1319  STATE/COUNTY-  TN/TIPTON
 FE1319  USGS QUAD   -  DRUMMONDS (1983)
 FE1319
 FE1319                         *CURRENT SURVEY CONTROL
 FE1319  ___________________________________________________________________
 FE1319* NAD 83(1986)-  35 27 11.     (N)    089 53 01.     (W)     SCALED    
 FE1319* NAVD 88     -       131.611  (meters)     431.79   (feet)  ADJUSTED  
 FE1319  ___________________________________________________________________
 FE1319  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE1319  DYNAMIC HT  -         131.495 (meters)     431.41  (feet)  COMP
 FE1319  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 FE1319
 FE1319  VERT ORDER  -  FIRST     CLASS I
 FE1319
 FE1319.The horizontal coordinates were scaled from a topographic map and have
 FE1319.an estimated accuracy of +/- 6 seconds.
 FE1319
 FE1319.The orthometric height was determined by differential leveling
 FE1319.and adjusted by the National Geodetic Survey in June 1991..
 FE1319
 FE1319.The geoid height was determined by GEOID03.
 FE1319
 FE1319.The dynamic height is computed by dividing the NAVD 88
 FE1319.geopotential number by the normal gravity value computed on the
 FE1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1319.degrees latitude (g = 980.6199 gals.).
 FE1319
 FE1319.The modeled gravity was interpolated from observed gravity values.
 FE1319
 FE1319;                    North         East    Units  Estimated Accuracy
 FE1319;SPC TN       -   131,230.      247,540.      MT  (+/- 180 meters Scaled)
 FE1319
 FE1319                          SUPERSEDED SURVEY CONTROL
 FE1319
 FE1319  NGVD 29 (??/??/??)  131.586  (m)          431.71   (f) ADJUSTED    1 1
 FE1319
 FE1319.Superseded values are not recommended for survey control.
 FE1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1319.See file dsdata.txt to determine how the superseded data were derived.
 FE1319
 FE1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE382271(NAD 83)
 FE1319_MARKER: DB = BENCH MARK DISK
 FE1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1319_STAMPING: G 93 1957
 FE1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1319+STABILITY: SURFACE MOTION
 FE1319
 FE1319  HISTORY     - Date     Condition        Report By
 FE1319  HISTORY     - 1957     MONUMENTED       CGS
 FE1319  HISTORY     - 1974     GOOD             NGS
 FE1319  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1319
 FE1319                          STATION DESCRIPTION
 FE1319
 FE1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1319'4 MI W FROM MUNFORD.
 FE1319'ABOUT 4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE MUNFORD
 FE1319'PRESBYTERIAN CHURCH AT MUNFORD, ALSO 0.7 MILE SOUTHEAST OF THE
 FE1319'JUNCTION WITH AN ASPHALT ROAD LEADING NORTH TO RANDOLPH,
 FE1319'0.15 MILE WEST OF A LARGE NEW WATER TOWER ON THE NORTH SIDE OF
 FE1319'ROAD (POPLAR GROVE), 0.15 MILE WEST OF THE JUNCTION WITH A
 FE1319'PAVED ROAD LEADING SOUTH TO WILKINSVILLE, 81 FEET SOUTHEAST OF A
 FE1319'POWER POLE BEARING A TRANSFORMER, 27 1/2 FEET SOUTHWEST OF THE
 FE1319'CENTER LINE OF THE ASPHALT ROAD, 44 FEET SOUTHEAST OF THE CENTER
 FE1319'LINE OF A DIRT DRIVEWAY, 2 1/2 FEET SOUTHEAST OF A CORNER POST,
 FE1319'1 FOOT NORTHEAST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 FE1319'POST AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1319
 FE1319                          STATION RECOVERY (2002)
 FE1319
 FE1319'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1721 ***********************************************************************
 FE1721  DESIGNATION -  G 94
 FE1721  PID         -  FE1721
 FE1721  STATE/COUNTY-  TN/LAUDERDALE
 FE1721  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1721
 FE1721                         *CURRENT SURVEY CONTROL
 FE1721  ___________________________________________________________________
 FE1721* NAD 83(1986)-  35 38 05.     (N)    089 36 05.     (W)     SCALED    
 FE1721* NAVD 88     -        77.782  (meters)     255.19   (feet)  ADJUSTED  
 FE1721  ___________________________________________________________________
 FE1721  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1721  DYNAMIC HT  -          77.717 (meters)     254.98  (feet)  COMP
 FE1721  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 FE1721
 FE1721  VERT ORDER  -  FIRST     CLASS I
 FE1721
 FE1721.The horizontal coordinates were scaled from a topographic map and have
 FE1721.an estimated accuracy of +/- 6 seconds.
 FE1721
 FE1721.The orthometric height was determined by differential leveling
 FE1721.and adjusted by the National Geodetic Survey in June 1991..
 FE1721
 FE1721.The geoid height was determined by GEOID03.
 FE1721
 FE1721.The dynamic height is computed by dividing the NAVD 88
 FE1721.geopotential number by the normal gravity value computed on the
 FE1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1721.degrees latitude (g = 980.6199 gals.).
 FE1721
 FE1721.The modeled gravity was interpolated from observed gravity values.
 FE1721
 FE1721;                    North         East    Units  Estimated Accuracy
 FE1721;SPC TN       -   150,390.      273,880.      MT  (+/- 180 meters Scaled)
 FE1721
 FE1721                          SUPERSEDED SURVEY CONTROL
 FE1721
 FE1721  NGVD 29 (??/??/??)   77.747  (m)          255.07   (f) ADJUSTED    1 1
 FE1721
 FE1721.Superseded values are not recommended for survey control.
 FE1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1721.See file dsdata.txt to determine how the superseded data were derived.
 FE1721
 FE1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE644465(NAD 83)
 FE1721_MARKER: P = PIPE CAP
 FE1721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1721_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1721_STAMPING: G 94 1957
 FE1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1721
 FE1721  HISTORY     - Date     Condition        Report By
 FE1721  HISTORY     - 1957     MONUMENTED       CGS
 FE1721  HISTORY     - 1974     GOOD             NGS
 FE1721
 FE1721                          STATION DESCRIPTION
 FE1721
 FE1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1721'3 MI SW FROM HENNING.
 FE1721'ABOUT 3.05 MILES SOUTHWEST ALONG ILLINOIS CENTRAL RAILROAD FROM
 FE1721'THE CITY HALL AT HENNING, ALSO, 5.45 MILES NORTHEAST OF THE
 FE1721'RAILROAD STATION AT COVINGTON, ABOUT 0.25 MILE NORTHEAST OF
 FE1721'MILEPOST 347, AT THE NORTHEAST END OF A LONG TRESTLE, 27 FEET
 FE1721'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 34 FEET
 FE1721'WEST-SOUTHWEST OF THE NORTH CORNER OF TRESTLE, 29 FEET SOUTHWEST
 FE1721'OF A TELEPHONE POLE, 29 FEET SOUTHEAST OF A 12-INCH ASH TREE
 FE1721'BEARING A WITNESS TAG.  A C AND GS DISK WELDED ON TOP OF A 2 1/2
 FE1721'INCH IRON PIPE PROJECTING 7-INCHES AND 12 FEET BELOW LEVEL OF THE
 FE1721'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0907 ***********************************************************************
 GD0907  DESIGNATION -  G 95
 GD0907  PID         -  GD0907
 GD0907  STATE/COUNTY-  TN/DYER
 GD0907  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0907
 GD0907                         *CURRENT SURVEY CONTROL
 GD0907  ___________________________________________________________________
 GD0907* NAD 83(1986)-  36 00 05.     (N)    089 38 45.     (W)     SCALED    
 GD0907* NAVD 88     -        79.536  (meters)     260.94   (feet)  ADJUSTED  
 GD0907  ___________________________________________________________________
 GD0907  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0907  DYNAMIC HT  -          79.470 (meters)     260.73  (feet)  COMP
 GD0907  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 GD0907
 GD0907  VERT ORDER  -  FIRST     CLASS II
 GD0907
 GD0907.The horizontal coordinates were scaled from a topographic map and have
 GD0907.an estimated accuracy of +/- 6 seconds.
 GD0907
 GD0907.The orthometric height was determined by differential leveling
 GD0907.and adjusted by the National Geodetic Survey in June 1991..
 GD0907
 GD0907.The geoid height was determined by GEOID03.
 GD0907
 GD0907.The dynamic height is computed by dividing the NAVD 88
 GD0907.geopotential number by the normal gravity value computed on the
 GD0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0907.degrees latitude (g = 980.6199 gals.).
 GD0907
 GD0907.The modeled gravity was interpolated from observed gravity values.
 GD0907
 GD0907;                    North         East    Units  Estimated Accuracy
 GD0907;SPC TN       -   191,190.      271,380.      MT  (+/- 180 meters Scaled)
 GD0907
 GD0907                          SUPERSEDED SURVEY CONTROL
 GD0907
 GD0907  NGVD 29 (??/??/??)   79.479  (m)          260.76   (f) ADJUSTED    1 2
 GD0907
 GD0907.Superseded values are not recommended for survey control.
 GD0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0907.See file dsdata.txt to determine how the superseded data were derived.
 GD0907
 GD0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE615873(NAD 83)
 GD0907_MARKER: DB = BENCH MARK DISK
 GD0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0907_SP_SET: BRIDGE
 GD0907_STAMPING: G 95 1957
 GD0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0907
 GD0907  HISTORY     - Date     Condition        Report By
 GD0907  HISTORY     - 1957     MONUMENTED       CGS
 GD0907  HISTORY     - 20020717 POOR             USACE
 GD0907
 GD0907                          STATION DESCRIPTION
 GD0907
 GD0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0907'2.4 MI E FROM MIDWAY.
 GD0907'ABOUT 2.4 MILES EAST ALONG A ONE-LANE PAVED ROAD FROM THE
 GD0907'BAPTIST CHURCH AT MIDWAY, IN THE TOP OF THE SOUTHEAST END OF
 GD0907'SOUTHEAST CONCRETE WING WALL OF EAST ABUTMENT AT EAST END OF
 GD0907'APPROACH TO OBION RIVER BRIDGE, 11 FEET SOUTH OF CENTER LINE OF
 GD0907'ROAD, 3/4 FEET NORTHWEST OF SOUTHEAST END OF WING WALL AND 1 FOOT
 GD0907'BELOW LEVEL OF ROAD.
 GD0907
 GD0907                          STATION RECOVERY (2002)
 GD0907
 GD0907'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0907'MARK DESTROYED. BRIDGE HAS BEEN REPLACED WITH NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0875 ***********************************************************************
 GD0875  DESIGNATION -  G 96
 GD0875  PID         -  GD0875
 GD0875  STATE/COUNTY-  TN/DYER
 GD0875  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0875
 GD0875                         *CURRENT SURVEY CONTROL
 GD0875  ___________________________________________________________________
 GD0875* NAD 83(1986)-  36 06 54.     (N)    089 34 29.     (W)     SCALED    
 GD0875* NAVD 88     -        83.862  (meters)     275.14   (feet)  ADJUSTED  
 GD0875  ___________________________________________________________________
 GD0875  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0875  DYNAMIC HT  -          83.792 (meters)     274.91  (feet)  COMP
 GD0875  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GD0875
 GD0875  VERT ORDER  -  FIRST     CLASS II
 GD0875
 GD0875.The horizontal coordinates were scaled from a topographic map and have
 GD0875.an estimated accuracy of +/- 6 seconds.
 GD0875
 GD0875.The orthometric height was determined by differential leveling
 GD0875.and adjusted by the National Geodetic Survey in June 1991..
 GD0875
 GD0875.The geoid height was determined by GEOID03.
 GD0875
 GD0875.The dynamic height is computed by dividing the NAVD 88
 GD0875.geopotential number by the normal gravity value computed on the
 GD0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0875.degrees latitude (g = 980.6199 gals.).
 GD0875
 GD0875.The modeled gravity was interpolated from observed gravity values.
 GD0875
 GD0875;                    North         East    Units  Estimated Accuracy
 GD0875;SPC TN       -   203,550.      278,240.      MT  (+/- 180 meters Scaled)
 GD0875
 GD0875                          SUPERSEDED SURVEY CONTROL
 GD0875
 GD0875  NGVD 29 (??/??/??)   83.791  (m)          274.90   (f) ADJUSTED    1 2
 GD0875
 GD0875.Superseded values are not recommended for survey control.
 GD0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0875.See file dsdata.txt to determine how the superseded data were derived.
 GD0875
 GD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE682997(NAD 83)
 GD0875_MARKER: DB = BENCH MARK DISK
 GD0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0875_STAMPING: G 96 1957
 GD0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0875+STABILITY: SURFACE MOTION
 GD0875
 GD0875  HISTORY     - Date     Condition        Report By
 GD0875  HISTORY     - 1957     MONUMENTED       CGS
 GD0875  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0875
 GD0875                          STATION DESCRIPTION
 GD0875
 GD0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0875'3.2 MI S FROM TENNEMO.
 GD0875'ABOUT 3.2 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING TOP OF
 GD0875'LEVEE FROM THE JUNCTION OF STATE HIGHWAY 103 AT TENNEMO, ON THE
 GD0875'OUTSIDE OF A CURVE IN LEVEE WITH TANGENTS EXTENDING NORTH AND
 GD0875'EAST, ABOUT 0.15 MILE WEST ALONG LEVEE FROM THE JUNCTION OF A
 GD0875'NORTH-SOUTH LEVEE, 22 FEET SOUTHWEST OF CENTER LINE OF LEVEE
 GD0875'ROAD, 18 FEET SOUTHEAST OF CENTER LINE OF A DIM ROAD LEADING
 GD0875'SOUTHWEST FROM LEVEE, 3 FEET EAST OF A CONCRETE WITNESS POST,
 GD0875'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 GD0875'PROJECTING 4 INCHES.
 GD0875
 GD0875                          STATION RECOVERY (2002)
 GD0875
 GD0875'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0939 ***********************************************************************
 GA0939  CBN         -  This is a Cooperative Base Network Control Station.
 GA0939  DESIGNATION -  G 97
 GA0939  PID         -  GA0939
 GA0939  STATE/COUNTY-  TN/WASHINGTON
 GA0939  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0939
 GA0939                         *CURRENT SURVEY CONTROL
 GA0939  ___________________________________________________________________
 GA0939* NAD 83(1995)-  36 22 58.68618(N)    082 37 01.03378(W)     ADJUSTED  
 GA0939* NAVD 88     -       543.935  (meters)    1784.56   (feet)  ADJUSTED  
 GA0939  ___________________________________________________________________
 GA0939  X           -     660,670.516 (meters)                     COMP
 GA0939  Y           -  -5,098,693.070 (meters)                     COMP
 GA0939  Z           -   3,762,791.186 (meters)                     COMP
 GA0939  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GA0939  ELLIP HEIGHT-         512.40  (meters)          (08/03/04) GPS OBS
 GA0939  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0939  DYNAMIC HT  -         543.423 (meters)    1782.88  (feet)  COMP
 GA0939  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 GA0939
 GA0939  HORZ ORDER  -  A
 GA0939  VERT ORDER  -  SECOND    CLASS 0
 GA0939  ELLP ORDER  -  FOURTH    CLASS I
 GA0939
 GA0939.The horizontal coordinates were established by GPS observations
 GA0939.and adjusted by the National Geodetic Survey in August 2004..
 GA0939
 GA0939.The orthometric height was determined by differential leveling
 GA0939.and adjusted by the National Geodetic Survey in June 1991..
 GA0939.WARNING-GPS observations at this control monument resulted in a GPS
 GA0939.derived orthometric height which differed from the leveled height by
 GA0939.more than one decimeter (0.1 meter).
 GA0939
 GA0939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA0939
 GA0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0939
 GA0939.The ellipsoidal height was determined by GPS observations
 GA0939.and is referenced to NAD 83.
 GA0939
 GA0939.The geoid height was determined by GEOID03.
 GA0939
 GA0939.The dynamic height is computed by dividing the NAVD 88
 GA0939.geopotential number by the normal gravity value computed on the
 GA0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0939.degrees latitude (g = 980.6199 gals.).
 GA0939
 GA0939.The modeled gravity was interpolated from observed gravity values.
 GA0939
 GA0939;                    North         East     Units Scale Factor Converg.
 GA0939;SPC TN       -   232,655.165   903,484.102   MT  0.99999420   +1 58 50.1
 GA0939;SPC TN       -   763,302.82  2,964,180.76   sFT  0.99999420   +1 58 50.1
 GA0939;UTM  17      - 4,027,640.710   354,969.903   MT  0.99985915   -0 57 33.5
 GA0939
 GA0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0939!SPC TN       -   0.99991959  x   0.99999420  =   0.99991379
 GA0939!UTM  17      -   0.99991959  x   0.99985915  =   0.99977875
 GA0939
 GA0939                          SUPERSEDED SURVEY CONTROL
 GA0939
 GA0939  NGVD 29 (??/??/92)  544.074  (m)         1785.02   (f) ADJ UNCH    2 0
 GA0939
 GA0939.Superseded values are not recommended for survey control.
 GA0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0939.See file dsdata.txt to determine how the superseded data were derived.
 GA0939
 GA0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5497027641(NAD 83)
 GA0939_MARKER: DB = BENCH MARK DISK
 GA0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0939_STAMPING: G 97 1935
 GA0939_MARK LOGO: CGS   
 GA0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0939+STABILITY: SURFACE MOTION
 GA0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0939+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA0939
 GA0939  HISTORY     - Date     Condition        Report By
 GA0939  HISTORY     - 1935     MONUMENTED       CGS
 GA0939  HISTORY     - 1935     GOOD             NGS
 GA0939  HISTORY     - 20031010 GOOD             TNDT
 GA0939
 GA0939                          STATION DESCRIPTION
 GA0939
 GA0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0939'3.1 MI S FROM FALL BRANCH.
 GA0939'3.1 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0939'FALL BRANCH, WASHINGTON COUNTY, 45 YARDS NORTHWEST OF THE CENTER
 GA0939'OF THE INTERSECTION OF STATE HIGHWAY 93, 30 YARDS NORTH OF THE
 GA0939'F.M. MC CREY STORE AND SERVICE STATION, 33 FEET NORTH OF THE
 GA0939'CENTERLINE OF STATE HIGHWAY 81, AND LEVEL WITH THE HIGHWAY.  A
 GA0939'STANDARD DISK, STAMPED G 97 1935 AND SET IN THE TOP OF A CONCRETE
 GA0939'POST.
 GA0939
 GA0939                          STATION RECOVERY (2003)
 GA0939
 GA0939'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA0939'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0940 ***********************************************************************
 GA0940  DESIGNATION -  G 98
 GA0940  PID         -  GA0940
 GA0940  STATE/COUNTY-  TN/WASHINGTON
 GA0940  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0940
 GA0940                         *CURRENT SURVEY CONTROL
 GA0940  ___________________________________________________________________
 GA0940* NAD 83(1986)-  36 22 54.     (N)    082 36 58.     (W)     SCALED    
 GA0940* NAVD 88     -       548.267  (meters)    1798.77   (feet)  ADJUSTED  
 GA0940  ___________________________________________________________________
 GA0940  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0940  DYNAMIC HT  -         547.751 (meters)    1797.08  (feet)  COMP
 GA0940  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 GA0940
 GA0940  VERT ORDER  -  SECOND    CLASS 0
 GA0940
 GA0940.The horizontal coordinates were scaled from a topographic map and have
 GA0940.an estimated accuracy of +/- 6 seconds.
 GA0940
 GA0940.The orthometric height was determined by differential leveling
 GA0940.and adjusted by the National Geodetic Survey in June 1991..
 GA0940
 GA0940.The geoid height was determined by GEOID03.
 GA0940
 GA0940.The dynamic height is computed by dividing the NAVD 88
 GA0940.geopotential number by the normal gravity value computed on the
 GA0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0940.degrees latitude (g = 980.6199 gals.).
 GA0940
 GA0940.The modeled gravity was interpolated from observed gravity values.
 GA0940
 GA0940;                    North         East    Units  Estimated Accuracy
 GA0940;SPC TN       -   232,510.      903,570.      MT  (+/- 180 meters Scaled)
 GA0940
 GA0940                          SUPERSEDED SURVEY CONTROL
 GA0940
 GA0940  NGVD 29 (??/??/92)  548.406  (m)         1799.23   (f) ADJ UNCH    2 0
 GA0940
 GA0940.Superseded values are not recommended for survey control.
 GA0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0940.See file dsdata.txt to determine how the superseded data were derived.
 GA0940
 GA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA550274(NAD 83)
 GA0940_MARKER: DB = BENCH MARK DISK
 GA0940_SETTING: 66 = SET IN ROCK OUTCROP
 GA0940_SP_SET: ROCK OUTCROP
 GA0940_STAMPING: G 98 1935
 GA0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0940+STABILITY: POSITION/ELEVATION WELL
 GA0940
 GA0940  HISTORY     - Date     Condition        Report By
 GA0940  HISTORY     - 1935     MONUMENTED       CGS
 GA0940  HISTORY     - 1935     GOOD             NGS
 GA0940
 GA0940                          STATION DESCRIPTION
 GA0940
 GA0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0940'3.2 MI S FROM FALL BRANCH.
 GA0940'3.2 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 GA0940'FALL BRANCH, WASHINGTON COUNTY, 130 YARDS SOUTHEAST OF THE
 GA0940'INTERSECTION OF STATE HIGHWAY 93, 50 YARDS SOUTH OF THE INTERSECTION
 GA0940'OF A ROAD, 40 YARDS SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29
 GA0940'YARDS SOUTHWEST OF A WIRE FENCE, 33 FEET SOUTH OF A 6-INCH CEDAR
 GA0940'TREE, IN THE TOP OF A ROCK OUTCROP, AND 6 FEET HIGHER THAN THE
 GA0940'HIGHWAY.  A STANDARD DISK, STAMPED G 98 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0876 ***********************************************************************
 GA0876  DESIGNATION -  G 99
 GA0876  PID         -  GA0876
 GA0876  STATE/COUNTY-  TN/GREENE
 GA0876  USGS QUAD   -  MOSHEIM (1971)
 GA0876
 GA0876                         *CURRENT SURVEY CONTROL
 GA0876  ___________________________________________________________________
 GA0876* NAD 83(1986)-  36 14 36.     (N)    082 54 24.     (W)     SCALED    
 GA0876* NAVD 88     -       360.061  (meters)    1181.30   (feet)  ADJUSTED  
 GA0876  ___________________________________________________________________
 GA0876  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0876  DYNAMIC HT  -         359.726 (meters)    1180.20  (feet)  COMP
 GA0876  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 GA0876
 GA0876  VERT ORDER  -  SECOND    CLASS 0
 GA0876
 GA0876.The horizontal coordinates were scaled from a topographic map and have
 GA0876.an estimated accuracy of +/- 6 seconds.
 GA0876
 GA0876.The orthometric height was determined by differential leveling
 GA0876.and adjusted by the National Geodetic Survey in June 1991..
 GA0876
 GA0876.The geoid height was determined by GEOID03.
 GA0876
 GA0876.The dynamic height is computed by dividing the NAVD 88
 GA0876.geopotential number by the normal gravity value computed on the
 GA0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0876.degrees latitude (g = 980.6199 gals.).
 GA0876
 GA0876.The modeled gravity was interpolated from observed gravity values.
 GA0876
 GA0876;                    North         East    Units  Estimated Accuracy
 GA0876;SPC TN       -   216,310.      877,990.      MT  (+/- 180 meters Scaled)
 GA0876
 GA0876                          SUPERSEDED SURVEY CONTROL
 GA0876
 GA0876  NGVD 29 (??/??/92)  360.202  (m)         1181.76   (f) ADJ UNCH    2 0
 GA0876
 GA0876.Superseded values are not recommended for survey control.
 GA0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0876.See file dsdata.txt to determine how the superseded data were derived.
 GA0876
 GA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA286126(NAD 83)
 GA0876_MARKER: DB = BENCH MARK DISK
 GA0876_SETTING: 66 = SET IN ROCK OUTCROP
 GA0876_SP_SET: ROCK OUTCROP
 GA0876_STAMPING: G 99 1935
 GA0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0876+STABILITY: POSITION/ELEVATION WELL
 GA0876
 GA0876  HISTORY     - Date     Condition        Report By
 GA0876  HISTORY     - 1935     MONUMENTED       CGS
 GA0876  HISTORY     - 1950     GOOD             TVA
 GA0876
 GA0876                          STATION DESCRIPTION
 GA0876
 GA0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0876'AT ALBANY.
 GA0876'AT ALBANY, GREENE COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 GA0876'70 AND THE LOCUST SPRING ROAD, 115 FEET SOUTH OF THE ROAD,
 GA0876'75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF
 GA0876'A ROCK OUTCROP, LEVEL WITH THE HIGHWAY, 80 FEET EAST SOUTHEAST
 GA0876'OF THE CENTERLINE OF WOODEN BRIDGE AND 3.3 FEET EAST OF STEEL
 GA0876'WITNESS POST.  A STANDARD DISK, STAMPED G 99 1935.
 GA0876
 GA0876                          STATION RECOVERY (1950)
 GA0876
 GA0876'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2393 ***********************************************************************
 FE2393  DESIGNATION -  GADSDEN
 FE2393  PID         -  FE2393
 FE2393  STATE/COUNTY-  TN/CROCKETT
 FE2393  USGS QUAD   -  HUMBOLDT (1981)
 FE2393
 FE2393                         *CURRENT SURVEY CONTROL
 FE2393  ___________________________________________________________________
 FE2393* NAD 83(1995)-  35 46 58.23478(N)    088 59 00.49515(W)     ADJUSTED  
 FE2393* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 FE2393  ___________________________________________________________________
 FE2393  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2393  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE2393
 FE2393  HORZ ORDER  -  THIRD
 FE2393
 FE2393.The horizontal coordinates were established by classical geodetic methods
 FE2393.and adjusted by the National Geodetic Survey in April 1999..
 FE2393
 FE2393.The orthometric height was scaled from a topographic map.
 FE2393
 FE2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2393
 FE2393.The geoid height was determined by GEOID03.
 FE2393
 FE2393;                    North         East     Units Scale Factor Converg.
 FE2393;SPC TN       -   164,932.453   330,319.300   MT  0.99994880   -1 44 47.9
 FE2393;SPC TN       -   541,115.89  1,083,722.57   sFT  0.99994880   -1 44 47.9
 FE2393;UTM  16      - 3,961,677.750   320,734.252   MT  0.99999601   -1 09 36.3
 FE2393
 FE2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2393!SPC TN       -   0.99998261  x   0.99994880  =   0.99993141
 FE2393!UTM  16      -   0.99998261  x   0.99999601  =   0.99997862
 FE2393
 FE2393|---------------------------------------------------------------------|
 FE2393| PID    Reference Object                     Distance      Geod. Az  |
 FE2393|                                                           dddmmss.s |
 FE2393| CG4082 GADSDEN RM 1                         21.887 METERS 05535     |
 FE2393| FE2397 HUMBOLDT RAD STA WIRJ MAST          APPROX. 7.2 KM 0603801.8 |
 FE2393| CG4083 GADSDEN RM 2                         23.067 METERS 25749     |
 FE2393| FE2408 ALAMO                               APPROX.11.8 KM 2680541.2 |
 FE2393| CG4081 GADSDEN AZ MK                                      3585029.2 |
 FE2393|---------------------------------------------------------------------|
 FE2393
 FE2393                          SUPERSEDED SURVEY CONTROL
 FE2393
 FE2393  NAD 83(1995)-  35 46 58.23929(N)    088 59 00.49865(W) AD(       ) 3
 FE2393  NAD 83(1986)-  35 46 58.24606(N)    088 59 00.49541(W) AD(       ) 3
 FE2393  NAD 27      -  35 46 57.98710(N)    088 59 00.25240(W) AD(       ) 3
 FE2393
 FE2393.Superseded values are not recommended for survey control.
 FE2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2393.See file dsdata.txt to determine how the superseded data were derived.
 FE2393
 FE2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2073461678(NAD 83)
 FE2393_MARKER: DS = TRIANGULATION STATION DISK
 FE2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2393
 FE2393  HISTORY     - Date     Condition        Report By
 FE2393  HISTORY     - 1958     MONUMENTED       CGS
 FE2393
 FE2393                          STATION DESCRIPTION
 FE2393
 FE2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2393'THE STATION IS ABOUT 7 MILES EAST OF ALAMO, ABOUT 4-1/2 MILES
 FE2393'SOUTHWEST OF HUMBOLDT AND ON PROPERTY OWNED BY MRS.  EDNA
 FE2393'WILLIAMS. IT IS 192 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS
 FE2393'70A AND 79, 108 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2393'FRAME HOUSE, 20 FEET SOUTH OF A 14 INCH HICKORY TREE AND 11 FEET
 FE2393'NORTHWEST OF A FENCE AND A WHITE WITNESS POST. THE MONUMENT IS
 FE2393'FLUSH AND THE DISK IS STAMPED GADSDEN 1958.
 FE2393'
 FE2393'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HUMBOLDT, GO
 FE2393'SOUTHWEST ON U.S. HIGHWAYS 70A AND 79 FOR 4.45 MILES TO A
 FE2393'DRIVEWAY ON THE RIGHT.* CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.05
 FE2393'MILE TO A FRAME HOUSE ON THE LEFT AND THE STATION AS
 FE2393'DESCRIBED.
 FE2393'
 FE2393'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT ON THE
 FE2393'DRIVEWAY FOR ABOUT 100 FEET TO A DIM TRACK ROAD STRAIGHT
 FE2393'AHEAD. KEEP STRAIGHT AHEAD ON THE TRACK ROAD AND GO NORTH FOR ABOUT
 FE2393'0.05 MILE TO A BARN AND THE AZIMUTH MARK AS DESCRIBED.
 FE2393'
 FE2393'REFERENCE MARK 1 IS 9 FEET SOUTHEAST OF A 24 INCH HICKORY TREE AND 9
 FE2393'FEET SOUTHWEST OF THE CENTERLINE OF A DIM TRACK ROAD. THE
 FE2393'MONUMENT IS FLUSH AND THE DISK IS STAMPED GADSDEN NO 1 1958.
 FE2393'
 FE2393'REFERENCE MARK 2 IS 18 FEET NORTHWEST OF THE FENCE AND 13 FEET SOUTH
 FE2393'OF A 12 INCH HICKORY TREE. THE MONUMENT IS FLUSH AND THE
 FE2393'DISK IS STAMPED GADSDEN NO 2 1958.
 FE2393'
 FE2393'THE AZIMUTH MARK IS 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2393'BARN, 14 FEET SOUTHEAST OF A 14 INCH OAK TREE, 1 FOOT
 FE2393'SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF A WIRE
 FE2393'FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GADSDEN 1958.
 FE2393'
 FE2393'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1791 ***********************************************************************
 FE1791  DESIGNATION -  GAGE 153 BOLT
 FE1791  PID         -  FE1791
 FE1791  STATE/COUNTY-  TN/LAUDERDALE
 FE1791  USGS QUAD   -  OSCEOLA (1983)
 FE1791
 FE1791                         *CURRENT SURVEY CONTROL
 FE1791  ___________________________________________________________________
 FE1791* NAD 83(1986)-  35 43 27.     (N)    089 54 31.     (W)     SCALED    
 FE1791* NAVD 88     -        74.768  (meters)     245.30   (feet)  ADJUSTED  
 FE1791  ___________________________________________________________________
 FE1791  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1791  DYNAMIC HT  -          74.705 (meters)     245.09  (feet)  COMP
 FE1791  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 FE1791
 FE1791  VERT ORDER  -  SECOND    CLASS 0
 FE1791
 FE1791.The horizontal coordinates were scaled from a topographic map and have
 FE1791.an estimated accuracy of +/- 6 seconds.
 FE1791
 FE1791.The orthometric height was determined by differential leveling
 FE1791.and adjusted by the National Geodetic Survey in June 1991..
 FE1791
 FE1791.The geoid height was determined by GEOID03.
 FE1791
 FE1791.The dynamic height is computed by dividing the NAVD 88
 FE1791.geopotential number by the normal gravity value computed on the
 FE1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1791.degrees latitude (g = 980.6199 gals.).
 FE1791
 FE1791.The modeled gravity was interpolated from observed gravity values.
 FE1791
 FE1791;                    North         East    Units  Estimated Accuracy
 FE1791;SPC TN       -   161,370.      246,470.      MT  (+/- 180 meters Scaled)
 FE1791
 FE1791                          SUPERSEDED SURVEY CONTROL
 FE1791
 FE1791  NGVD 29 (??/??/??)   74.760  (m)          245.28   (f) ADJUSTED    2 0
 FE1791
 FE1791.Superseded values are not recommended for survey control.
 FE1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1791.See file dsdata.txt to determine how the superseded data were derived.
 FE1791
 FE1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE369572(NAD 83)
 FE1791_MARKER: B = BOLT
 FE1791_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1791_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1791_STAMPING: BM 1906
 FE1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1791
 FE1791  HISTORY     - Date     Condition        Report By
 FE1791  HISTORY     - 1906     MONUMENTED       MRC
 FE1791  HISTORY     - 1956     GOOD             CGS
 FE1791
 FE1791                          STATION DESCRIPTION
 FE1791
 FE1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1791'3 MI SW FROM GOLDDUST.
 FE1791'2.8 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 FE1791'GOLDDUST, LAUDERDALE COUNTY, THENCE 0.2 MILE NORTH ALONG A ROW
 FE1791'OF PECAN TREES AND A HEAVY WIRE FENCE SEPARATING THE REVERE AND
 FE1791'COOK FARMS, 16 YARDS SOUTH OF THE BANK OF MISISSIPPI RIVER, 5.8
 FE1791'FEET EAST OF THE FENCE, 51.2 FEET NORTH OF A TRIANGULAR BLAZE ON
 FE1791'A 3-FOOT PECAN TREE, 17.3 FEET SOUTH OF A TRIANGULAR BLAZE ON A
 FE1791'3-FOOT PECAN TREE, AND 2.2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE1791'POST.  A COPPER BOLT LEADED IN TOP OF A TILE ABOUT 4-1/2 FEET
 FE1791'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 3-1/2-INCH IRON
 FE1791'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED
 FE1791'BM 1906 AND BURIED 0.5 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1792 ***********************************************************************
 FE1792  DESIGNATION -  GAGE 153 CAP
 FE1792  PID         -  FE1792
 FE1792  STATE/COUNTY-  TN/LAUDERDALE
 FE1792  USGS QUAD   -  OSCEOLA (1983)
 FE1792
 FE1792                         *CURRENT SURVEY CONTROL
 FE1792  ___________________________________________________________________
 FE1792* NAD 83(1986)-  35 43 27.     (N)    089 54 31.     (W)     SCALED    
 FE1792* NAVD 88     -        75.990  (meters)     249.31   (feet)  ADJUSTED  
 FE1792  ___________________________________________________________________
 FE1792  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1792  DYNAMIC HT  -          75.926 (meters)     249.10  (feet)  COMP
 FE1792  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 FE1792
 FE1792  VERT ORDER  -  SECOND    CLASS 0
 FE1792
 FE1792.The horizontal coordinates were scaled from a topographic map and have
 FE1792.an estimated accuracy of +/- 6 seconds.
 FE1792
 FE1792.The orthometric height was determined by differential leveling
 FE1792.and adjusted by the National Geodetic Survey in June 1991..
 FE1792
 FE1792.The geoid height was determined by GEOID03.
 FE1792
 FE1792.The dynamic height is computed by dividing the NAVD 88
 FE1792.geopotential number by the normal gravity value computed on the
 FE1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1792.degrees latitude (g = 980.6199 gals.).
 FE1792
 FE1792.The modeled gravity was interpolated from observed gravity values.
 FE1792
 FE1792;                    North         East    Units  Estimated Accuracy
 FE1792;SPC TN       -   161,370.      246,470.      MT  (+/- 180 meters Scaled)
 FE1792
 FE1792                          SUPERSEDED SURVEY CONTROL
 FE1792
 FE1792  NGVD 29 (??/??/??)   75.982  (m)          249.28   (f) ADJUSTED    2 0
 FE1792
 FE1792.Superseded values are not recommended for survey control.
 FE1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1792.See file dsdata.txt to determine how the superseded data were derived.
 FE1792
 FE1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE369572(NAD 83)
 FE1792_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1792_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1792_STAMPING: BM 1906
 FE1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1792
 FE1792  HISTORY     - Date     Condition        Report By
 FE1792  HISTORY     - 1906     MONUMENTED       MRC
 FE1792  HISTORY     - 1956     GOOD             CGS
 FE1792
 FE1792                          STATION DESCRIPTION
 FE1792
 FE1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1792'3 MI SW FROM GOLDDUST.
 FE1792'2.8 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 FE1792'GOLDDUST, LAUDERDALE COUNTY, THENCE 0.2 MILE NORTH ALONG A ROW
 FE1792'OF PECAN TREES AND A HEAVY WIRE FENCE SEPARATING THE REVERE AND
 FE1792'COOK FARMS, 16 YARDS SOUTH OF THE BANK OF MISSISSIPPI RIVER, 5.8
 FE1792'FEET EAST OF THE FENCE, 51.2 FEET NORTH OF A TRIANGULAR BLAZE ON
 FE1792'A 3-FOOT PECAN TREE, 17.3 FEET SOUTH OF A TRIANGULAR BLAZE ON A
 FE1792'3-FOOT PECAN TREE, AND 2.2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE1792'POST.  A 3-1/2-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 FE1792'COMMISSION STANDARD CAP, STAMPED BM 1906 AND BURIED 0.5 FOOT
 FE1792'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0717 ***********************************************************************
 GD0717  DESIGNATION -  GAGE 172 BOLT
 GD0717  PID         -  GD0717
 GD0717  STATE/COUNTY-  TN/LAKE
 GD0717  USGS QUAD   -  TIPTONVILLE (1981)
 GD0717
 GD0717                         *CURRENT SURVEY CONTROL
 GD0717  ___________________________________________________________________
 GD0717* NAD 83(1986)-  36 26 36.     (N)    089 27 08.     (W)     SCALED    
 GD0717* NAVD 88     -        96.792  (meters)     317.56   (feet)  POSTED    
 GD0717  ___________________________________________________________________
 GD0717  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0717  DYNAMIC HT  -          96.710 (meters)     317.29  (feet)  COMP
 GD0717  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 GD0717
 GD0717  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GD0717
 GD0717.The horizontal coordinates were scaled from a topographic map and have
 GD0717.an estimated accuracy of +/- 6 seconds.
 GD0717
 GD0717.The orthometric height was determined by differential leveling
 GD0717.and adjusted by the National Geodetic Survey in 1992..
 GD0717.No vertical observational check was made to the station.
 GD0717.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GD0717.was located on a no-check spur therefore a value was not computed.
 GD0717
 GD0717.The geoid height was determined by GEOID03.
 GD0717
 GD0717.The dynamic height is computed by dividing the NAVD 88
 GD0717.geopotential number by the normal gravity value computed on the
 GD0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0717.degrees latitude (g = 980.6199 gals.).
 GD0717
 GD0717.The modeled gravity was interpolated from observed gravity values.
 GD0717
 GD0717;                    North         East    Units  Estimated Accuracy
 GD0717;SPC TN       -   239,570.      290,550.      MT  (+/- 180 meters Scaled)
 GD0717
 GD0717                          SUPERSEDED SURVEY CONTROL
 GD0717
 GD0717  NGVD 29 (??/??/??)   96.698  (m)          317.25   (f) ADJUSTED    1 2
 GD0717
 GD0717.Superseded values are not recommended for survey control.
 GD0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0717.See file dsdata.txt to determine how the superseded data were derived.
 GD0717
 GD0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF802359(NAD 83)
 GD0717_MARKER: B = BOLT
 GD0717_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0717_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0717_STAMPING: PBM GAGE 172 RESET 1949
 GD0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0717
 GD0717  HISTORY     - Date     Condition        Report By
 GD0717  HISTORY     - 1949     MONUMENTED       MRC
 GD0717  HISTORY     - 1957     GOOD             CGS
 GD0717
 GD0717                          STATION DESCRIPTION
 GD0717
 GD0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0717'1.3 MI E FROM CATES.
 GD0717'ABOUT 1.3 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GD0717'STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, NEAR THE
 GD0717'JUNCTION OF A GRAVEL ROAD SOUTH, 36 FEET NORTH OF CENTER LINE OF
 GD0717'ROAD, 86 FEET NORTHEAST OF CENTER OF JUNCTION, 74 1/2 FEET SOUTH
 GD0717'OF SOUTHWEST CORNER OF A FRAME HOUSE, 100 FEET EAST OF SOUTHEAST
 GD0717'CORNER OF A STORE BUILDING, 20 FEET SOUTHEAST OF A 36-INCH PECAN
 GD0717'TREE, 40 FEET SOUTHWEST OF A 32-INCH PECAN TREE, 4 FEET NORTH OF A
 GD0717'PAINTED BOARD FENCE AND INSIDE LAWN FENCE OF HOUSE, AND IS A BOLT
 GD0717'UNDER A PIPE AND CAP PROJECTING 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0716 ***********************************************************************
 GD0716  HT_MOD      -  This is a Height Modernization Survey Station.
 GD0716  DESIGNATION -  GAGE 172 CAP
 GD0716  PID         -  GD0716
 GD0716  STATE/COUNTY-  TN/LAKE
 GD0716  USGS QUAD   -  TIPTONVILLE (1981)
 GD0716
 GD0716                         *CURRENT SURVEY CONTROL
 GD0716  ___________________________________________________________________
 GD0716* NAD 83(1995)-  36 26 36.64562(N)    089 27 08.68971(W)     ADJUSTED  
 GD0716* NAVD 88     -        98.09   (meters)     321.8    (feet)  GPS OBS   
 GD0716  ___________________________________________________________________
 GD0716  X           -      49,094.248 (meters)                     COMP
 GD0716  Y           -  -5,136,739.412 (meters)                     COMP
 GD0716  Z           -   3,767,935.303 (meters)                     COMP
 GD0716  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GD0716  ELLIP HEIGHT-          69.67  (meters)          (05/31/05) GPS OBS
 GD0716  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0716  DYNAMIC HT  -          98.01  (meters)     321.6   (feet)  COMP
 GD0716  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 GD0716
 GD0716  HORZ ORDER  -  FIRST
 GD0716  VERT ORDER  -  THIRD (See Below)
 GD0716  ELLP ORDER  -  FOURTH    CLASS II
 GD0716
 GD0716.The horizontal coordinates were established by GPS observations
 GD0716.and adjusted by the National Geodetic Survey in May 2005..
 GD0716
 GD0716.The orthometric height was determined by GPS observations and a
 GD0716.high-resolution geoid model using precise GPS observation and
 GD0716.processing techniques. It supersedes the leveled height previously
 GD0716.determined for this station.
 GD0716.The vertical order pertains to the first NAVD 88 superseded value.
 GD0716
 GD0716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0716
 GD0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0716
 GD0716.The ellipsoidal height was determined by GPS observations
 GD0716.and is referenced to NAD 83.
 GD0716
 GD0716.The geoid height was determined by GEOID03.
 GD0716
 GD0716.The dynamic height is computed by dividing the NAVD 88
 GD0716.geopotential number by the normal gravity value computed on the
 GD0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0716.degrees latitude (g = 980.6199 gals.).
 GD0716
 GD0716.The modeled gravity was interpolated from observed gravity values.
 GD0716
 GD0716;                    North         East     Units Scale Factor Converg.
 GD0716;SPC TN       -   239,586.690   290,532.618   MT  1.00000487   -2 01 16.2
 GD0716;SPC TN       -   786,044.00    953,189.10   sFT  1.00000487   -2 01 16.2
 GD0716;UTM  16      - 4,035,937.707   280,194.088   MT  1.00019530   -1 27 26.6
 GD0716
 GD0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0716!SPC TN       -   0.99998907  x   1.00000487  =   0.99999394
 GD0716!UTM  16      -   0.99998907  x   1.00019530  =   1.00018436
 GD0716
 GD0716                          SUPERSEDED SURVEY CONTROL
 GD0716
 GD0716  NAVD 88 (??/??/92)   98.010  (m)          321.55   (f) POSTED      3  
 GD0716  NGVD 29 (??/??/??)   97.908  (m)          321.22   (f) ADJUSTED    1 2
 GD0716
 GD0716.Superseded values are not recommended for survey control.
 GD0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0716.See file dsdata.txt to determine how the superseded data were derived.
 GD0716
 GD0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8019435938(NAD 83)
 GD0716_MARKER: DD = SURVEY DISK
 GD0716_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0716_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0716_STAMPING: PBM GAGE 172 RESET 1949
 GD0716_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0716+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 GD0716
 GD0716  HISTORY     - Date     Condition        Report By
 GD0716  HISTORY     - 1949     MONUMENTED       MRC
 GD0716  HISTORY     - 1957     GOOD             CGS
 GD0716  HISTORY     - 20020801 GOOD             USACE
 GD0716  HISTORY     - 20030710 GOOD             EMCINC
 GD0716
 GD0716                          STATION DESCRIPTION
 GD0716
 GD0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0716'1.3 MI E FROM CATES.
 GD0716'ABOUT 1.3 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 GD0716'STATE HIGHWAY 22 LEADING SOUTH TO TIPTONVILLE AT CATES, NEAR THE
 GD0716'JUNCTION OF A GRAVEL ROAD SOUTH, 36 FEET NORTH OF CENTER LINE OF
 GD0716'ROAD, 86 FEET NORTHEAST OF CENTER OF JUNCTION, 74 1/2 FEET SOUTH
 GD0716'OF SOUTHWEST CORNER OF A FRAME HOUSE, 100 FEET EAST OF SOUTHEAST
 GD0716'CORNER OF A STORE BUILDING, 20 FEET SOUTHEAST OF A 36-INCH PECAN
 GD0716'TREE, 40 FEET SOUTHWEST OF A 32-INCH PECAN TREE, 4 FEET NORTH OF A
 GD0716'PAINTED BOARD FENCE AND INSIDE LAWN FENCE OF HOUSE, AND IS A BOLT
 GD0716'UNDER A PIPE AND CAP PROJECTING 15 INCHES.
 GD0716
 GD0716                          STATION RECOVERY (2002)
 GD0716
 GD0716'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0716'RECOVERED IN GOOD CONDITION.
 GD0716
 GD0716                          STATION RECOVERY (2003)
 GD0716
 GD0716'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD0716'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1990 ***********************************************************************
 FB1990  DESIGNATION -  GAGE BM 1
 FB1990  PID         -  FB1990
 FB1990  STATE/COUNTY-  TN/BLOUNT
 FB1990  USGS QUAD   -  WILDWOOD (1988)
 FB1990
 FB1990                         *CURRENT SURVEY CONTROL
 FB1990  ___________________________________________________________________
 FB1990* NAD 83(1986)-  35 45 47.     (N)    083 51 01.     (W)     SCALED    
 FB1990* NAVD 88     -       270.10   (+/-2cm)     886.2    (feet)  VERTCON   
 FB1990  ___________________________________________________________________
 FB1990  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FB1990
 FB1990  VERT ORDER  -  ? (See Below)
 FB1990
 FB1990.The horizontal coordinates were scaled from a topographic map and have
 FB1990.an estimated accuracy of +/- 6 seconds.
 FB1990
 FB1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1990.The vertical order pertains to the NGVD 29 superseded value.
 FB1990
 FB1990.The geoid height was determined by GEOID03.
 FB1990
 FB1990;                    North         East    Units  Estimated Accuracy
 FB1990;SPC TN       -   160,760.      794,380.      MT  (+/- 180 meters Scaled)
 FB1990
 FB1990                          SUPERSEDED SURVEY CONTROL
 FB1990
 FB1990  NGVD 29 (??/??/92)  270.220  (m)          886.55   (f) ADJ UNCH    ?  
 FB1990
 FB1990.Superseded values are not recommended for survey control.
 FB1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1990.See file dsdata.txt to determine how the superseded data were derived.
 FB1990
 FB1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV423614(NAD 83)
 FB1990_MARKER: DD = SURVEY DISK
 FB1990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1990_SP_SET: CONCRETE BLOCK
 FB1990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1990
 FB1990  HISTORY     - Date     Condition        Report By
 FB1990  HISTORY     - UNK      MONUMENTED       USGS
 FB1990  HISTORY     - 1934     GOOD             NGS
 FB1990
 FB1990                          STATION DESCRIPTION
 FB1990
 FB1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1990'3 MI NW FROM WALLAND.
 FB1990'3 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM WALLAND, 0.5 MILE
 FB1990'UPSTREAM (SOUTHWEST) ALONG LITTLE RIVER FROM THE CONCRETE HIGHWAY
 FB1990'BRIDGE, ON THE RIGHT BANK OF THE RIVER, AT RIVER MILE 20.7, AT
 FB1990'A GAGING STATION, 8 FEET TOWARD THE HIGHWAY FROM THE GAGE HOUSE,
 FB1990'AND 9.28 FEET HIGHER THAN THE GAGE ZERO.  A UNITED STATES
 FB1990'GEOLOGICAL SURVEY STANDARD GAGING-STATION REFERENCE-MARK DISK,
 FB1990'SET IN THE TOP OF A CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4582 ***********************************************************************
 AJ4582  DESIGNATION -  GAGE BM 1 TURTLETOWN
 AJ4582  PID         -  AJ4582
 AJ4582  STATE/COUNTY-  TN/POLK
 AJ4582  USGS QUAD   -  FARNER (1978)
 AJ4582
 AJ4582                         *CURRENT SURVEY CONTROL
 AJ4582  ___________________________________________________________________
 AJ4582* NAD 83(1986)-  35 08 01.     (N)    084 20 36.     (W)     SCALED    
 AJ4582* NAVD 88     -       459.715  (meters)    1508.25   (feet)  ADJUSTED  
 AJ4582  ___________________________________________________________________
 AJ4582  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AJ4582  DYNAMIC HT  -         459.249 (meters)    1506.72  (feet)  COMP
 AJ4582  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 AJ4582
 AJ4582  VERT ORDER  -  SECOND    CLASS II
 AJ4582
 AJ4582.The horizontal coordinates were scaled from a topographic map and have
 AJ4582.an estimated accuracy of +/- 6 seconds.
 AJ4582
 AJ4582.The orthometric height was determined by differential leveling
 AJ4582.and adjusted by the National Geodetic Survey in January 2005..
 AJ4582.No vertical observational check was made to the station.
 AJ4582
 AJ4582.The geoid height was determined by GEOID03.
 AJ4582
 AJ4582.The dynamic height is computed by dividing the NAVD 88
 AJ4582.geopotential number by the normal gravity value computed on the
 AJ4582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4582.degrees latitude (g = 980.6199 gals.).
 AJ4582
 AJ4582.The modeled gravity was interpolated from observed gravity values.
 AJ4582
 AJ4582;                    North         East    Units  Estimated Accuracy
 AJ4582;SPC TN       -    90,070.      750,980.      MT  (+/- 180 meters Scaled)
 AJ4582
 AJ4582                          SUPERSEDED SURVEY CONTROL
 AJ4582
 AJ4582.No superseded survey control is available for this station.
 AJ4582
 AJ4582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD420910(NAD 83)
 AJ4582_MARKER: DB = BENCH MARK DISK
 AJ4582_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ4582_MARK LOGO: USGS  
 AJ4582_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ4582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4582+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2000
 AJ4582
 AJ4582  HISTORY     - Date     Condition        Report By
 AJ4582  HISTORY     - UNK      MONUMENTED
 AJ4582  HISTORY     - 20000217 GOOD             NCGS
 AJ4582
 AJ4582                          STATION DESCRIPTION
 AJ4582
 AJ4582'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4582'STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTHEAST OF TURTLETOWN, TN
 AJ4582'AND 2.6 MI (4.2 KM) NORTHWEST OF LIBERTY, NC.
 AJ4582'PROCEED ALONG TN 68/123 FOR 2.5 MI (4.0 KM) WEST FROM THE
 AJ4582'TENNESSEE/NORTH CAROLINA STATE LINE, THENCE NORTH FOR 0.3 MI (0.5 KM)
 AJ4582'ON A GRAVEL ROAD TO A FORK IN ROAD, THENCE NORTH FOR 0.3 MI (0.5 KM)
 AJ4582'ALONG THE WESTERNMOST GRAVEL ROAD, APPROXIMATELY 100-FEET EAST FROM
 AJ4582'GRAVEL ROAD, ABOUT 10-FEET WEST OF THE TOP OF CREEK BANK.
 AJ4582'MARK PROJECTS 2-INCHES ABOVE GROUND. LOCATED 22.0 FT (6.7 M) NORTHWEST
 AJ4582'OF THE NORTHWEST CORNER OF GAGING STATION BUILDING, 11.3 FT (3.4 M)
 AJ4582'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A FRAME CABIN, 28.9 FT (8.8
 AJ4582'M) EAST OF THE SOUTHWEST CORNER OF FRAME CABIN AND 1.5 FT (0.5 M)
 AJ4582'NORTHWEST OF EDGE OF SIDEWALK LEADING TO DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1360 ***********************************************************************
 FB1360  DESIGNATION -  GAGE BM 3
 FB1360  PID         -  FB1360
 FB1360  STATE/COUNTY-  TN/COCKE
 FB1360  USGS QUAD   -  NEWPORT (1992)
 FB1360
 FB1360                         *CURRENT SURVEY CONTROL
 FB1360  ___________________________________________________________________
 FB1360* NAD 83(1986)-  35 58 53.     (N)    083 09 40.     (W)     SCALED    
 FB1360* NAVD 88     -       316.56   (+/-2cm)    1038.6    (feet)  VERTCON   
 FB1360  ___________________________________________________________________
 FB1360  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FB1360
 FB1360  VERT ORDER  -  ? (See Below)
 FB1360
 FB1360.The horizontal coordinates were scaled from a topographic map and have
 FB1360.an estimated accuracy of +/- 6 seconds.
 FB1360
 FB1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1360.The vertical order pertains to the NGVD 29 superseded value.
 FB1360
 FB1360.The geoid height was determined by GEOID03.
 FB1360
 FB1360;                    North         East    Units  Estimated Accuracy
 FB1360;SPC TN       -   186,560.      855,980.      MT  (+/- 180 meters Scaled)
 FB1360
 FB1360                          SUPERSEDED SURVEY CONTROL
 FB1360
 FB1360  NGVD 29 (??/??/92)  316.705  (m)         1039.06   (f) ADJ UNCH    ?  
 FB1360
 FB1360.Superseded values are not recommended for survey control.
 FB1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1360.See file dsdata.txt to determine how the superseded data were derived.
 FB1360
 FB1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV051840(NAD 83)
 FB1360_MARKER: DD = SURVEY DISK
 FB1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1360_SP_SET: BRIDGE
 FB1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1360
 FB1360  HISTORY     - Date     Condition        Report By
 FB1360  HISTORY     - UNK      MONUMENTED       TVA
 FB1360  HISTORY     - 1937     GOOD             TVA
 FB1360
 FB1360                          STATION DESCRIPTION
 FB1360
 FB1360'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FB1360'2 MI NE FROM NEWPORT.
 FB1360'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, COCKE
 FB1360'COUNTY, ON THE LEFT SIDE OF FRENCH BROAD RIVER AT MILEAGE 77.5,
 FB1360'AT THE BRIDGE OVER FRENCH BROAD RIVER, IN THE TOP OF THE UPSTREAM
 FB1360'SIDE OF THE LEFT ABUTMENT, AND 27.46 FEET ABOVE THE GAGE ZERO.
 FB1360'A TENNESSEE VALLEY AUTHORITY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1584 ***********************************************************************
 GC1584  DESIGNATION -  GAGE STATION
 GC1584  PID         -  GC1584
 GC1584  STATE/COUNTY-  TN/HUMPHREYS
 GC1584  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1584
 GC1584                         *CURRENT SURVEY CONTROL
 GC1584  ___________________________________________________________________
 GC1584* NAD 83(1986)-  36 01 02.     (N)    087 59 59.     (W)     SCALED    
 GC1584* NAVD 88     -       114.310  (meters)     375.03   (feet)  ADJUSTED  
 GC1584  ___________________________________________________________________
 GC1584  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GC1584  DYNAMIC HT  -         114.213 (meters)     374.71  (feet)  COMP
 GC1584  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 GC1584
 GC1584  VERT ORDER  -  FIRST     CLASS II
 GC1584
 GC1584.The horizontal coordinates were scaled from a topographic map and have
 GC1584.an estimated accuracy of +/- 6 seconds.
 GC1584
 GC1584.The orthometric height was determined by differential leveling
 GC1584.and adjusted by the National Geodetic Survey in June 1991..
 GC1584
 GC1584.The geoid height was determined by GEOID03.
 GC1584
 GC1584.The dynamic height is computed by dividing the NAVD 88
 GC1584.geopotential number by the normal gravity value computed on the
 GC1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1584.degrees latitude (g = 980.6199 gals.).
 GC1584
 GC1584.The modeled gravity was interpolated from observed gravity values.
 GC1584
 GC1584;                    North         East    Units  Estimated Accuracy
 GC1584;SPC TN       -   188,670.      419,760.      MT  (+/- 180 meters Scaled)
 GC1584
 GC1584                          SUPERSEDED SURVEY CONTROL
 GC1584
 GC1584  NGVD 29 (??/??/92)  114.342  (m)          375.14   (f) ADJ UNCH    1 2
 GC1584
 GC1584.Superseded values are not recommended for survey control.
 GC1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1584.See file dsdata.txt to determine how the superseded data were derived.
 GC1584
 GC1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE099863(NAD 83)
 GC1584_MARKER: DD = SURVEY DISK
 GC1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1584+STABILITY: SURFACE MOTION
 GC1584
 GC1584  HISTORY     - Date     Condition        Report By
 GC1584  HISTORY     - UNK      MONUMENTED       USGS
 GC1584  HISTORY     - 1947     GOOD             NGS
 GC1584
 GC1584                          STATION DESCRIPTION
 GC1584
 GC1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1584'1 MI W FROM JOHNSONVILLE.
 GC1584'1.0 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE NASHVILLE,
 GC1584'CHATTANOOGA AND ST. LOUIS RAILWAY STATION AT JOHNSONVILLE, AT
 GC1584'THE HIGHWAY BRIDGE OVER TENNESSEE RIVER, IN THE TOP OF THE
 GC1584'CONCRETE FOUNDATION OF THE THIRD PIER FROM THE EAST END, ABOUT
 GC1584'50 FEET LOWER THAN THE BRIDGE FLOOR, 1 FOOT DOWNSTREAM FROM THE
 GC1584'GAGE HOUSE, AND 0.5 FOOT UPSTREAM FROM THE NORTH COLUMN OF THE
 GC1584'PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0392 ***********************************************************************
 GA0392  DESIGNATION -  GAGING STA A
 GA0392  PID         -  GA0392
 GA0392  STATE/COUNTY-  TN/SULLIVAN
 GA0392  USGS QUAD   -  BLUFF CITY (1968)
 GA0392
 GA0392                         *CURRENT SURVEY CONTROL
 GA0392  ___________________________________________________________________
 GA0392* NAD 83(1986)-  36 28 35.     (N)    082 15 48.     (W)     SCALED    
 GA0392* NAVD 88     -       424.738  (meters)    1393.49   (feet)  ADJUSTED  
 GA0392  ___________________________________________________________________
 GA0392  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0392  DYNAMIC HT  -         424.346 (meters)    1392.21  (feet)  COMP
 GA0392  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA0392
 GA0392  VERT ORDER  -  FIRST     CLASS II
 GA0392
 GA0392.The horizontal coordinates were scaled from a topographic map and have
 GA0392.an estimated accuracy of +/- 6 seconds.
 GA0392
 GA0392.The orthometric height was determined by differential leveling
 GA0392.and adjusted by the National Geodetic Survey in June 1991..
 GA0392
 GA0392.The geoid height was determined by GEOID03.
 GA0392
 GA0392.The dynamic height is computed by dividing the NAVD 88
 GA0392.geopotential number by the normal gravity value computed on the
 GA0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0392.degrees latitude (g = 980.6199 gals.).
 GA0392
 GA0392.The modeled gravity was interpolated from observed gravity values.
 GA0392
 GA0392;                    North         East    Units  Estimated Accuracy
 GA0392;SPC TN       -   244,170.      934,800.      MT  (+/- 180 meters Scaled)
 GA0392
 GA0392                          SUPERSEDED SURVEY CONTROL
 GA0392
 GA0392  NGVD 29 (??/??/92)  424.892  (m)         1394.00   (f) ADJ UNCH    1 2
 GA0392
 GA0392.Superseded values are not recommended for survey control.
 GA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0392.See file dsdata.txt to determine how the superseded data were derived.
 GA0392
 GA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA868375(NAD 83)
 GA0392_MARKER: DR = REFERENCE MARK DISK
 GA0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0392_SP_SET: ABUTMENT
 GA0392_STAMPING: ELEV 1394.197 FT
 GA0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0392
 GA0392  HISTORY     - Date     Condition        Report By
 GA0392  HISTORY     - UNK      MONUMENTED       USGS
 GA0392  HISTORY     - 1935     GOOD             NGS
 GA0392
 GA0392                          STATION DESCRIPTION
 GA0392
 GA0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0392'AT BLUFF CITY.
 GA0392'AT BLUFF CITY, SULLIVAN COUNTY, ON U.S. HIGHWAY 19, AT THE BRIDGE
 GA0392'OVER HOLSTON RIVER, IN THE TOP OF THE EAST END OF THE SOUTH
 GA0392'ABUTMENT, 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND LEVEL
 GA0392'WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GA0392'GAGING-STATION REFERENCE-MARK DISK, STAMPED ELEV. 1394.197 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0393 ***********************************************************************
 GA0393  DESIGNATION -  GAGING STA B
 GA0393  PID         -  GA0393
 GA0393  STATE/COUNTY-  TN/SULLIVAN
 GA0393  USGS QUAD   -  BLUFF CITY (1968)
 GA0393
 GA0393                         *CURRENT SURVEY CONTROL
 GA0393  ___________________________________________________________________
 GA0393* NAD 83(1986)-  36 28 38.     (N)    082 15 45.     (W)     SCALED    
 GA0393* NAVD 88     -       425.095  (meters)    1394.67   (feet)  ADJUSTED  
 GA0393  ___________________________________________________________________
 GA0393  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0393  DYNAMIC HT  -         424.703 (meters)    1393.38  (feet)  COMP
 GA0393  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 GA0393
 GA0393  VERT ORDER  -  FIRST     CLASS II
 GA0393
 GA0393.The horizontal coordinates were scaled from a topographic map and have
 GA0393.an estimated accuracy of +/- 6 seconds.
 GA0393
 GA0393.The orthometric height was determined by differential leveling
 GA0393.and adjusted by the National Geodetic Survey in June 1991..
 GA0393
 GA0393.The geoid height was determined by GEOID03.
 GA0393
 GA0393.The dynamic height is computed by dividing the NAVD 88
 GA0393.geopotential number by the normal gravity value computed on the
 GA0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0393.degrees latitude (g = 980.6199 gals.).
 GA0393
 GA0393.The modeled gravity was interpolated from observed gravity values.
 GA0393
 GA0393;                    North         East    Units  Estimated Accuracy
 GA0393;SPC TN       -   244,260.      934,870.      MT  (+/- 180 meters Scaled)
 GA0393
 GA0393                          SUPERSEDED SURVEY CONTROL
 GA0393
 GA0393  NGVD 29 (??/??/92)  425.250  (m)         1395.17   (f) ADJ UNCH    1 2
 GA0393
 GA0393.Superseded values are not recommended for survey control.
 GA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0393.See file dsdata.txt to determine how the superseded data were derived.
 GA0393
 GA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA869376(NAD 83)
 GA0393_MARKER: DR = REFERENCE MARK DISK
 GA0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0393_SP_SET: ABUTMENT
 GA0393_STAMPING: ELEV 1395.371 FT
 GA0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0393
 GA0393  HISTORY     - Date     Condition        Report By
 GA0393  HISTORY     - UNK      MONUMENTED       USGS
 GA0393  HISTORY     - 1935     GOOD             NGS
 GA0393
 GA0393                          STATION DESCRIPTION
 GA0393
 GA0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0393'AT BLUFF CITY.
 GA0393'AT BLUFF CITY, SULLIVAN COUNTY, ON U.S. HIGHWAY 19, AT THE BRIDGE
 GA0393'OVER HOLSTON RIVER, IN THE TOP OF THE EAST END OF THE NORTH
 GA0393'ABUTMENT, 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 GA0393'WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GA0393'GAGING-STATION REFERENCE-MARK DISK, STAMPED ELEV. 1395.371 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0403 ***********************************************************************
 GA0403  DESIGNATION -  GAGING STA C
 GA0403  PID         -  GA0403
 GA0403  STATE/COUNTY-  TN/CARTER
 GA0403  USGS QUAD   -  ELIZABETHTON (1968)
 GA0403
 GA0403                         *CURRENT SURVEY CONTROL
 GA0403  ___________________________________________________________________
 GA0403* NAD 83(1986)-  36 21 21.     (N)    082 13 25.     (W)     SCALED    
 GA0403* NAVD 88     -       461.043  (meters)    1512.61   (feet)  ADJUSTED  
 GA0403  ___________________________________________________________________
 GA0403  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0403  DYNAMIC HT  -         460.604 (meters)    1511.16  (feet)  COMP
 GA0403  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 GA0403
 GA0403  VERT ORDER  -  FIRST     CLASS II
 GA0403
 GA0403.The horizontal coordinates were scaled from a topographic map and have
 GA0403.an estimated accuracy of +/- 6 seconds.
 GA0403
 GA0403.The orthometric height was determined by differential leveling
 GA0403.and adjusted by the National Geodetic Survey in June 1991..
 GA0403
 GA0403.The geoid height was determined by GEOID03.
 GA0403
 GA0403.The dynamic height is computed by dividing the NAVD 88
 GA0403.geopotential number by the normal gravity value computed on the
 GA0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0403.degrees latitude (g = 980.6199 gals.).
 GA0403
 GA0403.The modeled gravity was interpolated from observed gravity values.
 GA0403
 GA0403;                    North         East    Units  Estimated Accuracy
 GA0403;SPC TN       -   230,940.      938,870.      MT  (+/- 180 meters Scaled)
 GA0403
 GA0403                          SUPERSEDED SURVEY CONTROL
 GA0403
 GA0403  NGVD 29 (??/??/92)  461.188  (m)         1513.08   (f) ADJ UNCH    1 2
 GA0403
 GA0403.Superseded values are not recommended for survey control.
 GA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0403.See file dsdata.txt to determine how the superseded data were derived.
 GA0403
 GA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA902241(NAD 83)
 GA0403_MARKER: DR = REFERENCE MARK DISK
 GA0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0403_SP_SET: ABUTMENT
 GA0403_STAMPING: ELEV 1513.271 FT
 GA0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0403
 GA0403  HISTORY     - Date     Condition        Report By
 GA0403  HISTORY     - UNK      MONUMENTED       USGS
 GA0403  HISTORY     - 1933     GOOD             NGS
 GA0403
 GA0403                          STATION DESCRIPTION
 GA0403
 GA0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GA0403'AT ELIZABETHTON.
 GA0403'AT ELIZABETHTON, CARTER COUNTY, ON THE SOUTHERN RAILWAY, 335 YARDS
 GA0403'SOUTH OF MILEPOST 92, AT THE RAILWAY BRIDGE OVER WATAUGA RIVER,
 GA0403'IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 6 FEET WEST OF
 GA0403'THE WEST RAIL, AND 1-1/2 FEET LOWER THAN THE RAIL.  A UNITED STATES
 GA0403'GEOLOGICAL SURVEY STANDARD GAGING-STATION REFERENCE-MARK DISK,
 GA0403'STAMPED ELEV. 1513.271 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1246 ***********************************************************************
 GC1246  DESIGNATION -  GAGING STA RM
 GC1246  PID         -  GC1246
 GC1246  STATE/COUNTY-  TN/MONTGOMERY
 GC1246  USGS QUAD   -  CLARKSVILLE (1984)
 GC1246
 GC1246                         *CURRENT SURVEY CONTROL
 GC1246  ___________________________________________________________________
 GC1246* NAD 83(1986)-  36 31 20.     (N)    087 21 44.     (W)     SCALED    
 GC1246* NAVD 88     -       126.273  (meters)     414.28   (feet)  ADJUSTED  
 GC1246  ___________________________________________________________________
 GC1246  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1246  DYNAMIC HT  -         126.168 (meters)     413.94  (feet)  COMP
 GC1246  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GC1246
 GC1246  VERT ORDER  -  SECOND    CLASS 0
 GC1246
 GC1246.The horizontal coordinates were scaled from a topographic map and have
 GC1246.an estimated accuracy of +/- 6 seconds.
 GC1246
 GC1246.The orthometric height was determined by differential leveling
 GC1246.and adjusted by the National Geodetic Survey in June 1991..
 GC1246
 GC1246.The geoid height was determined by GEOID03.
 GC1246
 GC1246.The dynamic height is computed by dividing the NAVD 88
 GC1246.geopotential number by the normal gravity value computed on the
 GC1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1246.degrees latitude (g = 980.6199 gals.).
 GC1246
 GC1246.The modeled gravity was interpolated from observed gravity values.
 GC1246
 GC1246;                    North         East    Units  Estimated Accuracy
 GC1246;SPC TN       -   243,710.      477,990.      MT  (+/- 180 meters Scaled)
 GC1246
 GC1246                          SUPERSEDED SURVEY CONTROL
 GC1246
 GC1246  NGVD 29 (??/??/92)  126.351  (m)          414.54   (f) ADJ UNCH    2 0
 GC1246
 GC1246.Superseded values are not recommended for survey control.
 GC1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1246.See file dsdata.txt to determine how the superseded data were derived.
 GC1246
 GC1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF675419(NAD 83)
 GC1246_MARKER: DD = SURVEY DISK
 GC1246_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GC1246+WITH SETTING: PAVEMENT
 GC1246_MARK LOGO: USGS  
 GC1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1246
 GC1246  HISTORY     - Date     Condition        Report By
 GC1246  HISTORY     - UNK      MONUMENTED       USGS
 GC1246  HISTORY     - 1957     GOOD             DOD
 GC1246  HISTORY     - 1984     GOOD             NGS
 GC1246
 GC1246                          STATION DESCRIPTION
 GC1246
 GC1246'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 GC1246'AT CLARKSVILLE.
 GC1246'AT CLARKSVILLE, MONTGOMERY COUNTY, ON THE LOUISVILLE AND
 GC1246'NASHVILLE RAILROAD, 35 YARDS EAST OF THE EAST END OF THE BRIDGE
 GC1246'OVER CUMBERLAND RIVER, AT A WATER CRANE, IN THE TOP OF THE
 GC1246'CONCRETE FOUNDATION, 1 FOOT NORTHWEST OF THE SOUTHEAST CORNER
 GC1246'OF THE CONCRETE, AND 4 YARDS SOUTH OF THE CENTERLINE OF THE MAIN
 GC1246'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD REFERENCE-MARK
 GC1246'DISK.
 GC1246
 GC1246                          STATION RECOVERY (1984)
 GC1246
 GC1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1246'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0464 ***********************************************************************
 FD0464  DESIGNATION -  GAGING STATION
 FD0464  PID         -  FD0464
 FD0464  STATE/COUNTY-  TN/GILES
 FD0464  USGS QUAD   -  ELKTON (1982)
 FD0464
 FD0464                         *CURRENT SURVEY CONTROL
 FD0464  ___________________________________________________________________
 FD0464* NAD 83(1986)-  35 01 39.     (N)    086 56 52.     (W)     SCALED    
 FD0464* NAVD 88     -       183.936  (meters)     603.46   (feet)  ADJUSTED  
 FD0464  ___________________________________________________________________
 FD0464  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FD0464  DYNAMIC HT  -         183.762 (meters)     602.89  (feet)  COMP
 FD0464  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 FD0464
 FD0464  VERT ORDER  -  SECOND    CLASS 0
 FD0464
 FD0464.The horizontal coordinates were scaled from a topographic map and have
 FD0464.an estimated accuracy of +/- 6 seconds.
 FD0464
 FD0464.The orthometric height was determined by differential leveling
 FD0464.and adjusted by the National Geodetic Survey in June 1991..
 FD0464
 FD0464.The geoid height was determined by GEOID03.
 FD0464
 FD0464.The dynamic height is computed by dividing the NAVD 88
 FD0464.geopotential number by the normal gravity value computed on the
 FD0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0464.degrees latitude (g = 980.6199 gals.).
 FD0464
 FD0464.The modeled gravity was interpolated from observed gravity values.
 FD0464
 FD0464;                    North         East    Units  Estimated Accuracy
 FD0464;SPC TN       -    77,440.      513,510.      MT  (+/- 180 meters Scaled)
 FD0464
 FD0464                          SUPERSEDED SURVEY CONTROL
 FD0464
 FD0464  NGVD 29 (??/??/92)  183.898  (m)          603.34   (f) ADJ UNCH    2 0
 FD0464
 FD0464.Superseded values are not recommended for survey control.
 FD0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0464.See file dsdata.txt to determine how the superseded data were derived.
 FD0464
 FD0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED047760(NAD 83)
 FD0464_MARKER: DD = SURVEY DISK
 FD0464_SETTING: 66 = SET IN ROCK OUTCROP
 FD0464_SP_SET: SET IN ROCK OUTCROP
 FD0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0464+STABILITY: POSITION/ELEVATION WELL
 FD0464
 FD0464  HISTORY     - Date     Condition        Report By
 FD0464  HISTORY     - UNK      MONUMENTED       USGS
 FD0464  HISTORY     - 1960     GOOD             NGS
 FD0464
 FD0464                          STATION DESCRIPTION
 FD0464
 FD0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0464'3.3 MI E FROM PROSPECT.
 FD0464'FROM THE POST OFFICE IN PROSPECT, GO EAST ON A PAVED ROAD FOR
 FD0464'1.35 MILES, THEN 1.25 MILES EAST ON A GRAVELED ROAD TO A Y
 FD0464'JUNCTION, THEN 0.7 MILES EAST ON A GRAVELED ROAD TO THE ELK
 FD0464'RIVER BRIDGE.  THE BENCH MARK IS 130 FT. NORTH OF THE NORTH END OF
 FD0464'THE BRIDGE, 20 FT. EAST OF THE CENTER OF THE GRAVELED ROAD, 12
 FD0464'FT. WEST OF THE WEST END OF A WALKWAY TO THE GAGING STATION.
 FD0464'THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING
 FD0464'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2289 ***********************************************************************
 GA2289  DESIGNATION -  GAGING STATION
 GA2289  PID         -  GA2289
 GA2289  STATE/COUNTY-  TN/CLAIBORNE
 GA2289  USGS QUAD   -  DUTCH VALLEY (1987)
 GA2289
 GA2289                         *CURRENT SURVEY CONTROL
 GA2289  ___________________________________________________________________
 GA2289* NAD 83(1986)-  36 21 46.     (N)    083 33 12.     (W)     SCALED    
 GA2289* NAVD 88     -       312.714  (meters)    1025.96   (feet)  ADJUSTED  
 GA2289  ___________________________________________________________________
 GA2289  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2289  DYNAMIC HT  -         312.429 (meters)    1025.03  (feet)  COMP
 GA2289  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 GA2289
 GA2289  VERT ORDER  -  SECOND    CLASS 0
 GA2289
 GA2289.The horizontal coordinates were scaled from a topographic map and have
 GA2289.an estimated accuracy of +/- 6 seconds.
 GA2289
 GA2289.The orthometric height was determined by differential leveling
 GA2289.and adjusted by the National Geodetic Survey in June 1991..
 GA2289
 GA2289.The geoid height was determined by GEOID03.
 GA2289
 GA2289.The dynamic height is computed by dividing the NAVD 88
 GA2289.geopotential number by the normal gravity value computed on the
 GA2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2289.degrees latitude (g = 980.6199 gals.).
 GA2289
 GA2289.The modeled gravity was interpolated from observed gravity values.
 GA2289
 GA2289;                    North         East    Units  Estimated Accuracy
 GA2289;SPC TN       -   227,910.      819,560.      MT  (+/- 180 meters Scaled)
 GA2289
 GA2289                          SUPERSEDED SURVEY CONTROL
 GA2289
 GA2289  NGVD 29 (??/??/92)  312.791  (m)         1026.22   (f) ADJ UNCH    2 0
 GA2289
 GA2289.Superseded values are not recommended for survey control.
 GA2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2289.See file dsdata.txt to determine how the superseded data were derived.
 GA2289
 GA2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA709272(NAD 83)
 GA2289_MARKER: DD = SURVEY DISK
 GA2289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2289_SP_SET: BRIDGE
 GA2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2289
 GA2289  HISTORY     - Date     Condition        Report By
 GA2289  HISTORY     - UNK      MONUMENTED       USGS
 GA2289  HISTORY     - 1936     GOOD             NGS
 GA2289
 GA2289                          STATION DESCRIPTION
 GA2289
 GA2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GA2289'1 MI N FROM DUTCH.
 GA2289'1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM DUTCH, GRAINGER
 GA2289'COUNTY, AT THE NORTH END OF BRIDGE 40.7 OVER CLINCH RIVER, IN
 GA2289'THE TOP OF THE CONCRETE HEADWALL, 15 FEET NORTH OF THE WOODEN
 GA2289'PART OF THE BRIDGE, AND 4 FEET WEST OF THE TRACK.  A UNITED
 GA2289'STATES GEOLOGICAL SURVEY STANDARD GAGING-STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0279 ***********************************************************************
 FC0279  DESIGNATION -  GAGING STATION
 FC0279  PID         -  FC0279
 FC0279  STATE/COUNTY-  TN/LOUDON
 FC0279  USGS QUAD   -  LOUDON (1984)
 FC0279
 FC0279                         *CURRENT SURVEY CONTROL
 FC0279  ___________________________________________________________________
 FC0279* NAD 83(1986)-  35 44 17.     (N)    084 22 27.     (W)     SCALED    
 FC0279* NAVD 88     -       229.693  (meters)     753.58   (feet)  ADJUSTED  
 FC0279  ___________________________________________________________________
 FC0279  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FC0279  DYNAMIC HT  -         229.473 (meters)     752.86  (feet)  COMP
 FC0279  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FC0279
 FC0279  VERT ORDER  -  SECOND    CLASS 0
 FC0279
 FC0279.The horizontal coordinates were scaled from a topographic map and have
 FC0279.an estimated accuracy of +/- 6 seconds.
 FC0279
 FC0279.The orthometric height was determined by differential leveling
 FC0279.and adjusted by the National Geodetic Survey in June 1991..
 FC0279
 FC0279.The geoid height was determined by GEOID03.
 FC0279
 FC0279.The dynamic height is computed by dividing the NAVD 88
 FC0279.geopotential number by the normal gravity value computed on the
 FC0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0279.degrees latitude (g = 980.6199 gals.).
 FC0279
 FC0279.The modeled gravity was interpolated from observed gravity values.
 FC0279
 FC0279;                    North         East    Units  Estimated Accuracy
 FC0279;SPC TN       -   157,070.      747,060.      MT  (+/- 180 meters Scaled)
 FC0279
 FC0279                          SUPERSEDED SURVEY CONTROL
 FC0279
 FC0279  NGVD 29 (??/??/92)  229.791  (m)          753.91   (f) ADJ UNCH    2 0
 FC0279
 FC0279.Superseded values are not recommended for survey control.
 FC0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0279.See file dsdata.txt to determine how the superseded data were derived.
 FC0279
 FC0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE374580(NAD 83)
 FC0279_MARKER: DD = SURVEY DISK
 FC0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0279_SP_SET: BRIDGE
 FC0279_STAMPING: GAGING STATION
 FC0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0279
 FC0279  HISTORY     - Date     Condition        Report By
 FC0279  HISTORY     - UNK      MONUMENTED       USGS
 FC0279  HISTORY     - 1961     GOOD             NGS
 FC0279
 FC0279                          STATION DESCRIPTION
 FC0279
 FC0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0279'2.6 MI W FROM LOUDON.
 FC0279'FROM THE SOUTHERN RAILWAY DEPOT IN LOUDON, GO 0.5 MILE WEST ON
 FC0279'THE SOUTHERN RAILWAY TO AN OVERPASS, THEN GO 2.15 MILES NORTHWEST
 FC0279'ON STATE HIGHWAY 72 TO A SMALL BRIDGE.  THE BENCH MARK IS 9 FT.
 FC0279'SOUTH OF THE CENTER OF STATE HIGHWAY 72.  THE DISK IS CEMENTED
 FC0279'IN A DRILL HOLE IN TOP OF THE WEST END OF THE SOUTH CONCRETE
 FC0279'HEADWALL OF THE BRIDGE AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1312 ***********************************************************************
 FC1312  DESIGNATION -  GAGING STATION
 FC1312  PID         -  FC1312
 FC1312  STATE/COUNTY-  TN/MARION
 FC1312  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1312
 FC1312                         *CURRENT SURVEY CONTROL
 FC1312  ___________________________________________________________________
 FC1312* NAD 83(1986)-  35 04 50.     (N)    085 44 10.     (W)     SCALED    
 FC1312* NAVD 88     -       202.013  (meters)     662.77   (feet)  ADJUSTED  
 FC1312  ___________________________________________________________________
 FC1312  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1312  DYNAMIC HT  -         201.817 (meters)     662.13  (feet)  COMP
 FC1312  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 FC1312
 FC1312  VERT ORDER  -  SECOND    CLASS 0
 FC1312
 FC1312.The horizontal coordinates were scaled from a topographic map and have
 FC1312.an estimated accuracy of +/- 6 seconds.
 FC1312
 FC1312.The orthometric height was determined by differential leveling
 FC1312.and adjusted by the National Geodetic Survey in June 1991..
 FC1312
 FC1312.The geoid height was determined by GEOID03.
 FC1312
 FC1312.The dynamic height is computed by dividing the NAVD 88
 FC1312.geopotential number by the normal gravity value computed on the
 FC1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1312.degrees latitude (g = 980.6199 gals.).
 FC1312
 FC1312.The modeled gravity was interpolated from observed gravity values.
 FC1312
 FC1312;                    North         East    Units  Estimated Accuracy
 FC1312;SPC TN       -    82,940.      624,070.      MT  (+/- 180 meters Scaled)
 FC1312
 FC1312                          SUPERSEDED SURVEY CONTROL
 FC1312
 FC1312  NGVD 29 (??/??/92)  202.014  (m)          662.77   (f) ADJ UNCH    2 0
 FC1312
 FC1312.Superseded values are not recommended for survey control.
 FC1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1312.See file dsdata.txt to determine how the superseded data were derived.
 FC1312
 FC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD152827(NAD 83)
 FC1312_MARKER: DD = SURVEY DISK
 FC1312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1312_SP_SET: BRIDGE
 FC1312_STAMPING: GAGING STATION
 FC1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1312
 FC1312  HISTORY     - Date     Condition        Report By
 FC1312  HISTORY     - UNK      MONUMENTED       USGS
 FC1312  HISTORY     - 1962     GOOD             NGS
 FC1312
 FC1312                          STATION DESCRIPTION
 FC1312
 FC1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1312'4.2 MI NW FROM DIXIE LEE.
 FC1312'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1312'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1312'41-64 FOR 4.15 MILES TO THE MARK SET IN THE NORTHWEST WINGWALL
 FC1312'OF A BRIDGE OVER KELLY COVE BRANCH, 315 FEET NORTHWEST OF
 FC1312'THE NORTHWEST CORNER OF THE BATTLE CREEK BAPTIST CHURCH, AND
 FC1312'17 FEET EAST OF THE CENTER OF U.S. HIGHWAYS 41-64.  A USGS
 FC1312'DISK DRILLED IN A CONCRETE BRIDGE AND ABOUT LEVEL WITH THE
 FC1312'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0206 ***********************************************************************
 GD0206  DESIGNATION -  GAGING STATION
 GD0206  PID         -  GD0206
 GD0206  STATE/COUNTY-  TN/HENRY
 GD0206  USGS QUAD   -  PARIS LANDING (1981)
 GD0206
 GD0206                         *CURRENT SURVEY CONTROL
 GD0206  ___________________________________________________________________
 GD0206* NAD 83(1986)-  36 25 37.     (N)    088 06 03.     (W)     SCALED    
 GD0206* NAVD 88     -       120.024  (meters)     393.78   (feet)  ADJUSTED  
 GD0206  ___________________________________________________________________
 GD0206  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GD0206  DYNAMIC HT  -         119.926 (meters)     393.46  (feet)  COMP
 GD0206  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GD0206
 GD0206  VERT ORDER  -  FIRST     CLASS II
 GD0206
 GD0206.The horizontal coordinates were scaled from a topographic map and have
 GD0206.an estimated accuracy of +/- 6 seconds.
 GD0206
 GD0206.The orthometric height was determined by differential leveling
 GD0206.and adjusted by the National Geodetic Survey in June 1991..
 GD0206
 GD0206.The geoid height was determined by GEOID03.
 GD0206
 GD0206.The dynamic height is computed by dividing the NAVD 88
 GD0206.geopotential number by the normal gravity value computed on the
 GD0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0206.degrees latitude (g = 980.6199 gals.).
 GD0206
 GD0206.The modeled gravity was interpolated from observed gravity values.
 GD0206
 GD0206;                    North         East    Units  Estimated Accuracy
 GD0206;SPC TN       -   234,310.      411,620.      MT  (+/- 180 meters Scaled)
 GD0206
 GD0206                          SUPERSEDED SURVEY CONTROL
 GD0206
 GD0206  NGVD 29 (??/??/??)  120.068  (m)          393.92   (f) ADJUSTED    1 2
 GD0206
 GD0206.Superseded values are not recommended for survey control.
 GD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0206.See file dsdata.txt to determine how the superseded data were derived.
 GD0206
 GD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF013318(NAD 83)
 GD0206_MARKER: S = SPIKE
 GD0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0206_SP_SET: ELM TREE ROOT
 GD0206_MARK LOGO: TVA   
 GD0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0206
 GD0206  HISTORY     - Date     Condition        Report By
 GD0206  HISTORY     - UNK      MONUMENTED       TVA
 GD0206  HISTORY     - 1947     GOOD             CGS
 GD0206
 GD0206                          STATION DESCRIPTION
 GD0206
 GD0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0206'18.2 MI NE FROM PARIS.
 GD0206'ABOUT 16.9 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE COUNTY
 GD0206'COURTHOUSE AT PARIS, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG OLD
 GD0206'STATE HIGHWAY 76, AND THENCE ABOUT 0.8 MILE SOUTH ALONG THE GRAVEL
 GD0206'ROAD LEADING TO THE EAGLE CREEK MALARIA CONTROL OPERATION BASE,
 GD0206'AT THE OPERATION BASE, ABOUT 310 FEET SOUTHEAST OF THE EAGLE
 GD0206'CREEK GAGING STATION, 86 FEET EAST OF THE SOUTHEAST END OF THE
 GD0206'STORAGE TANK, 50 FEET SOUTH OF THE SOUTHEAST CORNER OF A WELL
 GD0206'CURB, AND IN THE NORTH ROOT OF A 14-INCH BLAZED ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1106 ***********************************************************************
 FC1106  DESIGNATION -  GAGING STATION
 FC1106  PID         -  FC1106
 FC1106  STATE/COUNTY-  TN/HAMILTON
 FC1106  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1106
 FC1106                         *CURRENT SURVEY CONTROL
 FC1106  ___________________________________________________________________
 FC1106* NAD 83(1986)-  35 06 24.     (N)    085 14 01.     (W)     SCALED    
 FC1106* NAVD 88     -       212.771  (meters)     698.07   (feet)  ADJUSTED  
 FC1106  ___________________________________________________________________
 FC1106  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1106  DYNAMIC HT  -         212.560 (meters)     697.37  (feet)  COMP
 FC1106  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 FC1106
 FC1106  VERT ORDER  -  FIRST     CLASS II
 FC1106
 FC1106.The horizontal coordinates were scaled from a topographic map and have
 FC1106.an estimated accuracy of +/- 6 seconds.
 FC1106
 FC1106.The orthometric height was determined by differential leveling
 FC1106.and adjusted by the National Geodetic Survey in June 1991..
 FC1106
 FC1106.The geoid height was determined by GEOID03.
 FC1106
 FC1106.The dynamic height is computed by dividing the NAVD 88
 FC1106.geopotential number by the normal gravity value computed on the
 FC1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1106.degrees latitude (g = 980.6199 gals.).
 FC1106
 FC1106.The modeled gravity was interpolated from observed gravity values.
 FC1106
 FC1106;                    North         East    Units  Estimated Accuracy
 FC1106;SPC TN       -    86,080.      669,870.      MT  (+/- 180 meters Scaled)
 FC1106
 FC1106                          SUPERSEDED SURVEY CONTROL
 FC1106
 FC1106  NGVD 29 (??/??/92)  212.812  (m)          698.20   (f) ADJ UNCH    1 2
 FC1106
 FC1106.Superseded values are not recommended for survey control.
 FC1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1106.See file dsdata.txt to determine how the superseded data were derived.
 FC1106
 FC1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD609862(NAD 83)
 FC1106_MARKER: DD = SURVEY DISK
 FC1106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1106_SP_SET: BRIDGE
 FC1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1106
 FC1106  HISTORY     - Date     Condition        Report By
 FC1106  HISTORY     - UNK      MONUMENTED       USGS
 FC1106  HISTORY     - 1950     GOOD             NGS
 FC1106  HISTORY     - 19980117 GOOD             USPSQD
 FC1106
 FC1106                          STATION DESCRIPTION
 FC1106
 FC1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1106'2.6 MI S FROM HIXON.
 FC1106'ABOUT 2.55 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1106'STATION AT HIXON, ABOUT 2.55 MILES NORTHEAST OF THE STATION AT
 FC1106'BOYCE, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF
 FC1106'THE RAILWAY BRIDGE OVER THE TENNESSEE RIVER, 13.3 FEET EAST
 FC1106'OF THE EAST RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
 FC1106
 FC1106                          STATION RECOVERY (1998)
 FC1106
 FC1106'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1091 ***********************************************************************
 FD1091  DESIGNATION -  GAGING STATION
 FD1091  PID         -  FD1091
 FD1091  STATE/COUNTY-  TN/HUMPHREYS
 FD1091  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1091
 FD1091                         *CURRENT SURVEY CONTROL
 FD1091  ___________________________________________________________________
 FD1091* NAD 83(1986)-  35 56 39.     (N)    087 49 11.     (W)     SCALED    
 FD1091* NAVD 88     -       118.816  (meters)     389.82   (feet)  ADJUSTED  
 FD1091  ___________________________________________________________________
 FD1091  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1091  DYNAMIC HT  -         118.714 (meters)     389.48  (feet)  COMP
 FD1091  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 FD1091
 FD1091  VERT ORDER  -  SECOND    CLASS 0
 FD1091
 FD1091.The horizontal coordinates were scaled from a topographic map and have
 FD1091.an estimated accuracy of +/- 6 seconds.
 FD1091
 FD1091.The orthometric height was determined by differential leveling
 FD1091.and adjusted by the National Geodetic Survey in June 1991..
 FD1091
 FD1091.The geoid height was determined by GEOID03.
 FD1091
 FD1091.The dynamic height is computed by dividing the NAVD 88
 FD1091.geopotential number by the normal gravity value computed on the
 FD1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1091.degrees latitude (g = 980.6199 gals.).
 FD1091
 FD1091.The modeled gravity was interpolated from observed gravity values.
 FD1091
 FD1091;                    North         East    Units  Estimated Accuracy
 FD1091;SPC TN       -   180,250.      435,830.      MT  (+/- 180 meters Scaled)
 FD1091
 FD1091                          SUPERSEDED SURVEY CONTROL
 FD1091
 FD1091  NGVD 29 (??/??/92)  118.850  (m)          389.93   (f) ADJ UNCH    2 0
 FD1091
 FD1091.Superseded values are not recommended for survey control.
 FD1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1091.See file dsdata.txt to determine how the superseded data were derived.
 FD1091
 FD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE260780(NAD 83)
 FD1091_MARKER: DD = SURVEY DISK
 FD1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1091_SP_SET: ABUTMENT
 FD1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1091
 FD1091  HISTORY     - Date     Condition        Report By
 FD1091  HISTORY     - UNK      MONUMENTED       USGS
 FD1091  HISTORY     - 1967     MARK NOT FOUND   NGS
 FD1091
 FD1091                          STATION DESCRIPTION
 FD1091
 FD1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1091'12.1 MI S FROM WAVERLY.
 FD1091'12.1 MILES SOUTH ALONG STATE HIGHWAY 13 FROM WAVERLY, HUMPHREYS
 FD1091'COUNTY, AT THE BRIDGE OVER DUCK RIVER, AND IN THE TOP OF THE
 FD1091'WEST SIDE OF THE SOUTH STONE ABUTMENT.  NOTE-- THERE IS A NEW
 FD1091'CONCRETE BRIDGE AT THE SITE AND IT IS ASSUMED THAT THE MARK WAS
 FD1091'DESTROYED WHEN THE NEW BRIDGE WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0228 ***********************************************************************
 FE0228  DESIGNATION -  GAGING STATION
 FE0228  PID         -  FE0228
 FE0228  STATE/COUNTY-  TN/HARDIN
 FE0228  USGS QUAD   -  MILLEDGEVILLE (1972)
 FE0228
 FE0228                         *CURRENT SURVEY CONTROL
 FE0228  ___________________________________________________________________
 FE0228* NAD 83(1986)-  35 16 33.     (N)    088 17 32.     (W)     SCALED    
 FE0228* NAVD 88     -       125.159  (meters)     410.63   (feet)  ADJUSTED  
 FE0228  ___________________________________________________________________
 FE0228  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE0228  DYNAMIC HT  -         125.046 (meters)     410.26  (feet)  COMP
 FE0228  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 FE0228
 FE0228  VERT ORDER  -  FIRST     CLASS II
 FE0228
 FE0228.The horizontal coordinates were scaled from a topographic map and have
 FE0228.an estimated accuracy of +/- 6 seconds.
 FE0228
 FE0228.The orthometric height was determined by differential leveling
 FE0228.and adjusted by the National Geodetic Survey in June 1991..
 FE0228
 FE0228.The geoid height was determined by GEOID03.
 FE0228
 FE0228.The dynamic height is computed by dividing the NAVD 88
 FE0228.geopotential number by the normal gravity value computed on the
 FE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0228.degrees latitude (g = 980.6199 gals.).
 FE0228
 FE0228.The modeled gravity was interpolated from observed gravity values.
 FE0228
 FE0228;                    North         East    Units  Estimated Accuracy
 FE0228;SPC TN       -   107,010.      391,470.      MT  (+/- 180 meters Scaled)
 FE0228
 FE0228                          SUPERSEDED SURVEY CONTROL
 FE0228
 FE0228  NGVD 29 (??/??/??)  125.171  (m)          410.67   (f) ADJUSTED    1 2
 FE0228
 FE0228.Superseded values are not recommended for survey control.
 FE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0228.See file dsdata.txt to determine how the superseded data were derived.
 FE0228
 FE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE824043(NAD 83)
 FE0228_MARKER: DD = SURVEY DISK
 FE0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0228_MARK LOGO: USGS  
 FE0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0228+STABILITY: SURFACE MOTION
 FE0228
 FE0228  HISTORY     - Date     Condition        Report By
 FE0228  HISTORY     - UNK      MONUMENTED       USGS
 FE0228  HISTORY     - 1947     GOOD             CGS
 FE0228  HISTORY     - 1949     GOOD             CGS
 FE0228
 FE0228                          STATION DESCRIPTION
 FE0228
 FE0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0228'6.2 MI NW FROM SAVANNAH.
 FE0228'2.15 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURT HOUSE AT
 FE0228'SAVANNAH, THENCE ABOUT 4.05 MILES NORTH ALONG STATE HIGHWAY 22,
 FE0228'AT THE COFFEE LANDING GAGING STATION, 38.5 FEET SOUTH OF THE
 FE0228'WEST END OF THE SOUTH IRON GUARD RAIL OF THE WALK TO THE GAGE
 FE0228'HOUSE, 6.5 FEET NORTHWEST OF A TWIN TRUNKED OAK TREE, 6 FEET
 FE0228'WEST OF A 6-INCH OAK TREE, 12.5 FEET SOUTHEAST OF A 5-INCH PINE
 FE0228'TREE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE0228'NOTE-- A STEEL POST WAS SET 2 FEET NORTH OF MARKER.
 FE0228'NOTE--A USGS GAGING STATION REF. MARK.
 FE0228
 FE0228                          STATION RECOVERY (1949)
 FE0228
 FE0228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1890 ***********************************************************************
 FB1890  DESIGNATION -  GAGING STATION
 FB1890  PID         -  FB1890
 FB1890  STATE/COUNTY-  TN/KNOX
 FB1890  USGS QUAD   -  KNOXVILLE (1978)
 FB1890
 FB1890                         *CURRENT SURVEY CONTROL
 FB1890  ___________________________________________________________________
 FB1890* NAD 83(1986)-  35 57 47.     (N)    083 54 29.     (W)     SCALED    
 FB1890* NAVD 88     -       249.99   (+/-2cm)     820.2    (feet)  VERTCON   
 FB1890  ___________________________________________________________________
 FB1890  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1890
 FB1890  VERT ORDER  -  ? (See Below)
 FB1890
 FB1890.The horizontal coordinates were scaled from a topographic map and have
 FB1890.an estimated accuracy of +/- 6 seconds.
 FB1890
 FB1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1890.The vertical order pertains to the NGVD 29 superseded value.
 FB1890
 FB1890.The geoid height was determined by GEOID03.
 FB1890
 FB1890;                    North         East    Units  Estimated Accuracy
 FB1890;SPC TN       -   182,830.      788,680.      MT  (+/- 180 meters Scaled)
 FB1890
 FB1890                          SUPERSEDED SURVEY CONTROL
 FB1890
 FB1890  NGVD 29 (??/??/92)  250.122  (m)          820.61   (f) ADJ UNCH    ?  
 FB1890
 FB1890.Superseded values are not recommended for survey control.
 FB1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1890.See file dsdata.txt to determine how the superseded data were derived.
 FB1890
 FB1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV377837(NAD 83)
 FB1890_MARKER: DD = SURVEY DISK
 FB1890_SETTING: 80 = SET IN A BOULDER
 FB1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1890+STABILITY: SURFACE MOTION
 FB1890
 FB1890  HISTORY     - Date     Condition        Report By
 FB1890  HISTORY     - UNK      MONUMENTED       USGS
 FB1890  HISTORY     - 1950     GOOD             NGS
 FB1890  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1890
 FB1890                          STATION DESCRIPTION
 FB1890
 FB1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1890'AT KNOXVILLE.
 FB1890'AT KNOXVILLE, ON THE SOUTHERN RAILWAY, 0.5 MILE EAST OF THE GAY
 FB1890'STREET BRIDGE, ABOUT 2 RAILS DOWNSTREAM FROM THE CONCRETE HOUSE
 FB1890'OF THE GAGING STATION, NEAR THE OLD CITY WATER WORKS PUMPING
 FB1890'STATION, AT THE DOWNSTREAM END OF A RAILROAD BRIDGE, BETWEEN THE
 FB1890'TRACK AND THE RIVER, 15 FEET FROM THE TRACK, ABOUT 5 FEET LOWER
 FB1890'THAN THE TRACK, AND ON THE TOP OF A BOULDER.  A UNITED STATES
 FB1890'GEOLOGICAL SURVEY STANDARD GAGING STATION DISK.
 FB1890
 FB1890                          STATION RECOVERY (1982)
 FB1890
 FB1890'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1023 ***********************************************************************
 FZ1023  DESIGNATION -  GAGING STATION
 FZ1023  PID         -  FZ1023
 FZ1023  STATE/COUNTY-  TN/JOHNSON
 FZ1023  USGS QUAD   -  ELK MILLS (1994)
 FZ1023
 FZ1023                         *CURRENT SURVEY CONTROL
 FZ1023  ___________________________________________________________________
 FZ1023* NAD 83(1986)-  36 18 57.     (N)    081 56 48.     (W)     SCALED    
 FZ1023* NAVD 88     -       580.79   (+/-2cm)    1905.5    (feet)  VERTCON   
 FZ1023  ___________________________________________________________________
 FZ1023  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ1023
 FZ1023  VERT ORDER  -  ? (See Below)
 FZ1023
 FZ1023.The horizontal coordinates were scaled from a topographic map and have
 FZ1023.an estimated accuracy of +/- 6 seconds.
 FZ1023
 FZ1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1023.The vertical order pertains to the NGVD 29 superseded value.
 FZ1023
 FZ1023.The geoid height was determined by GEOID03.
 FZ1023
 FZ1023;                    North         East    Units  Estimated Accuracy
 FZ1023;SPC TN       -   227,500.      963,890.      MT  (+/- 180 meters Scaled)
 FZ1023
 FZ1023                          SUPERSEDED SURVEY CONTROL
 FZ1023
 FZ1023  NGVD 29 (??/??/92)  580.903  (m)         1905.85   (f) ADJ UNCH    ?  
 FZ1023
 FZ1023.Superseded values are not recommended for survey control.
 FZ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1023.See file dsdata.txt to determine how the superseded data were derived.
 FZ1023
 FZ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA150193(NAD 83)
 FZ1023_MARKER: DD = SURVEY DISK
 FZ1023_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1023_SP_SET: BEDROCK
 FZ1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1023+STABILITY: POSITION/ELEVATION WELL
 FZ1023
 FZ1023  HISTORY     - Date     Condition        Report By
 FZ1023  HISTORY     - UNK      MONUMENTED       USGS
 FZ1023  HISTORY     - 1935     GOOD             NGS
 FZ1023
 FZ1023                          STATION DESCRIPTION
 FZ1023
 FZ1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FZ1023'AT DUGGER BRIDGE.
 FZ1023'ON THE GREGG BRANCH COUNTY ROAD AT DUGGER BRIDGE, JOHNSON
 FZ1023'COUNTY, AT THE SOUTHEAST END OF DUGGER BRIDGE OVER WATAUGA
 FZ1023'RIVER, 4.2 FEET SOUTH OF THE SOUTHWEST CORNER, 13.9 FEET
 FZ1023'SOUTHWEST OF THE SOUTHEAST CORNER, ON THE SOUTH SIDE OF THE
 FZ1023'ROAD, AT THE TOE OF A ROCK CUT, AND IN BEDROCK.  A UNITED STATES
 FZ1023'GEOLOGICAL SURVEY STANDARD GAGING-STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2213 ***********************************************************************
 GA2213  DESIGNATION -  GAGING STATION RM 1
 GA2213  PID         -  GA2213
 GA2213  STATE/COUNTY-  TN/KNOX
 GA2213  USGS QUAD   -  MASCOT (1987)
 GA2213
 GA2213                         *CURRENT SURVEY CONTROL
 GA2213  ___________________________________________________________________
 GA2213* NAD 83(1986)-  36 03 28.     (N)    083 42 18.     (W)     SCALED    
 GA2213* NAVD 88     -       263.218  (meters)     863.57   (feet)  ADJUSTED  
 GA2213  ___________________________________________________________________
 GA2213  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2213  DYNAMIC HT  -         262.975 (meters)     862.78  (feet)  COMP
 GA2213  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GA2213
 GA2213  VERT ORDER  -  FIRST     CLASS I
 GA2213
 GA2213.The horizontal coordinates were scaled from a topographic map and have
 GA2213.an estimated accuracy of +/- 6 seconds.
 GA2213
 GA2213.The orthometric height was determined by differential leveling
 GA2213.and adjusted by the National Geodetic Survey in June 1991..
 GA2213
 GA2213.The geoid height was determined by GEOID03.
 GA2213
 GA2213.The dynamic height is computed by dividing the NAVD 88
 GA2213.geopotential number by the normal gravity value computed on the
 GA2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2213.degrees latitude (g = 980.6199 gals.).
 GA2213
 GA2213.The modeled gravity was interpolated from observed gravity values.
 GA2213
 GA2213;                    North         East    Units  Estimated Accuracy
 GA2213;SPC TN       -   193,750.      806,750.      MT  (+/- 180 meters Scaled)
 GA2213
 GA2213                          SUPERSEDED SURVEY CONTROL
 GA2213
 GA2213  NGVD 29 (??/??/92)  263.343  (m)          863.98   (f) ADJ UNCH    1 1
 GA2213
 GA2213.Superseded values are not recommended for survey control.
 GA2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2213.See file dsdata.txt to determine how the superseded data were derived.
 GA2213
 GA2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV563937(NAD 83)
 GA2213_MARKER: DD = SURVEY DISK
 GA2213_SETTING: 66 = SET IN ROCK OUTCROP
 GA2213_SP_SET: ROCK LEDGE
 GA2213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2213+STABILITY: POSITION/ELEVATION WELL
 GA2213
 GA2213  HISTORY     - Date     Condition        Report By
 GA2213  HISTORY     - UNK      MONUMENTED       USGS
 GA2213  HISTORY     - 1967     GOOD             NGS
 GA2213  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2213
 GA2213                          STATION DESCRIPTION
 GA2213
 GA2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2213'2.3 MI SE FROM MASCOT.
 GA2213'ABOUT 2.3 MILES EAST AND SOUTH ALONG A BLACK TOPPED ROAD FROM THE
 GA2213'METHODIST CHURCH AT MASCOT, ABOUT 0.25 MILE SOUTH OF THE SOUTHERN
 GA2213'RAILWAY OVERPASS OVER THE ROAD, ABOUT 150 FEET DOWNSTREAM (WEST)
 GA2213'FROM THE SOUTHWEST CORNER OF A TRIPLE ARCHED CONCRETE BRIDGE OVER
 GA2213'THE HOLSTON RIVER, SET ON THE TOP OF A ROCK LEDGE NEAR THE BOTTOM
 GA2213'OF A ROCK BLUFF, 25.1 FEET SOUTH OF THE SOUTH EDGE OF THE ROUND
 GA2213'GAGE HOUSE, ALONG THE SOUTH EDGE OF THE HOLSTON RIVER AND ABOUT
 GA2213'20 FEET ABOVE THE RIVER.
 GA2213
 GA2213                          STATION RECOVERY (1982)
 GA2213
 GA2213'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2519 ***********************************************************************
 FE2519  DESIGNATION -  GAINES
 FE2519  PID         -  FE2519
 FE2519  STATE/COUNTY-  TN/TIPTON
 FE2519  USGS QUAD   -  MASON (1973)
 FE2519
 FE2519                         *CURRENT SURVEY CONTROL
 FE2519  ___________________________________________________________________
 FE2519* NAD 83(1995)-  35 24 37.52187(N)    089 37 21.36469(W)     ADJUSTED  
 FE2519* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 FE2519  ___________________________________________________________________
 FE2519  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 FE2519  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE2519
 FE2519  HORZ ORDER  -  THIRD
 FE2519
 FE2519.The horizontal coordinates were established by classical geodetic methods
 FE2519.and adjusted by the National Geodetic Survey in April 1999..
 FE2519
 FE2519.The orthometric height was scaled from a topographic map.
 FE2519
 FE2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2519
 FE2519.The geoid height was determined by GEOID03.
 FE2519
 FE2519;                    North         East     Units Scale Factor Converg.
 FE2519;SPC TN       -   125,591.592   271,042.260   MT  0.99997557   -2 07 14.9
 FE2519;SPC TN       -   412,045.08    889,244.48   sFT  0.99997557   -2 07 14.9
 FE2519;UTM  16      - 3,921,718.272   261,856.835   MT  1.00029895   -1 31 13.2
 FE2519
 FE2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2519!SPC TN       -   0.99998686  x   0.99997557  =   0.99996243
 FE2519!UTM  16      -   0.99998686  x   1.00029895  =   1.00028581
 FE2519
 FE2519:                Primary Azimuth Mark                     Grid Az
 FE2519:SPC TN       -  GAINES AZ MK                             021 59 16.7
 FE2519:UTM  16      -  GAINES AZ MK                             021 23 15.0
 FE2519
 FE2519|---------------------------------------------------------------------|
 FE2519| PID    Reference Object                     Distance      Geod. Az  |
 FE2519|                                                           dddmmss.s |
 FE2519| CG4084 GAINES AZ MK                                       0195201.8 |
 FE2519| CG4085 GAINES RM 1                          21.670 METERS 02930     |
 FE2519| CG4086 GAINES RM 2                          17.920 METERS 08814     |
 FE2519| FE2522 RBN GAINESVILLE NQ 4                122.241 METERS 33306     |
 FE2519|---------------------------------------------------------------------|
 FE2519
 FE2519                          SUPERSEDED SURVEY CONTROL
 FE2519
 FE2519  NAD 83(1995)-  35 24 37.52827(N)    089 37 21.36589(W) AD(       ) 3
 FE2519  NAD 83(1986)-  35 24 37.53365(N)    089 37 21.36581(W) AD(       ) 3
 FE2519  NAD 27      -  35 24 37.23330(N)    089 37 21.08620(W) AD(       ) 3
 FE2519
 FE2519.Superseded values are not recommended for survey control.
 FE2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2519.See file dsdata.txt to determine how the superseded data were derived.
 FE2519
 FE2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6185721718(NAD 83)
 FE2519_MARKER: DS = TRIANGULATION STATION DISK
 FE2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2519
 FE2519  HISTORY     - Date     Condition        Report By
 FE2519  HISTORY     - 1958     MONUMENTED       CGS
 FE2519
 FE2519                          STATION DESCRIPTION
 FE2519
 FE2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2519'THE STATION IS ABOUT 6 MILES WEST OF MASON, ABOUT 10 MILES SOUTH OF
 FE2519'COVINGTON AND ON THE PROPERTY OF MRS. JESSIE ANDERSON.  IT IS
 FE2519'8 FEET SOUTHEAST OF A WHITE WITNESS POST AND 65 FEET WEST OF THE
 FE2519'CENTERLINE OF AN ACCESS ROAD.  THE MONUMENT PROJECTS 3 INCHES AND
 FE2519'THE DISK IS STAMPED GAINES 1958.
 FE2519'
 FE2519'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE IN
 FE2519'COVINGTON, GO SOUTH ON STATE HIGHWAY 59 FOR 6.8 MILES TO A CROSSROAD.
 FE2519'TURN RIGHT AND FOLLOW THE PAVED ROAD FOR 4.95 MILES TO A T-ROAD
 FE2519'INTERSECTION.  TURN RIGHT AND GO 0.5 MILE TO A PAVED SIDE ROAD LEFT.
 FE2519'*TURN LEFT AND GO 0.45 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT
 FE2519'AND GO 0.05 MILE TO A GATE AT THE EAST SIDE OF A BARN.  PASS THROUGH
 FE2519'THE GATE AND GO NORTHERLY FOR 0.15 MILE TO THE STATION ON THE LEFT.
 FE2519'
 FE2519'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE AHEAD FOR 0.2
 FE2519'MILE TO THE MARK ON THE LEFT SIDE OF THE ROAD.
 FE2519'
 FE2519'REFERENCE MARK 1 IS 10 FEET WEST OF THE CENTERLINE OF THE ROAD AND 69
 FE2519'FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 FE2519'1 INCH AND THE DISK IS STAMPED GAINES NO 1 1958.
 FE2519'
 FE2519'REFERENCE MARK 2 IS 65 FEET EAST OF THE WHITE WITNESS POST AND 8 FEET
 FE2519'WEST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 1 INCH
 FE2519'AND THE DISK IS STAMPED GAINES NO 2 1958.
 FE2519'
 FE2519'THE AZIMUTH MARK IS 1 FOOT NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF
 FE2519'A WHITE WITNESS POST AND 34 FEET SOUTHWEST OF THE CENTERLINE OF A
 FE2519'PAVED ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FE2519'GAINES 1958.
 FE2519'
 FE2519'A TRAVERSE TIE WAS MADE TO AN/UR5 HOMER AND AN/URN17 FANMARKER (FIELD
 FE2519'8) THE DISTANCE BEING 401.05 FEET TO THE SECOND POLE FROM THE WEST
 FE2519'SIDE OF THE FAN.
 FE2519'
 FE2519'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1030 ***********************************************************************
 FF1030  DESIGNATION -  GAITHER AZ MK RESET
 FF1030  PID         -  FF1030
 FF1030  STATE/COUNTY-  TN/SHELBY
 FF1030  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1030
 FF1030                         *CURRENT SURVEY CONTROL
 FF1030  ___________________________________________________________________
 FF1030* NAD 83(1995)-  35 06 34.88129(N)    090 01 40.95124(W)     ADJUSTED  
 FF1030* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 FF1030  ___________________________________________________________________
 FF1030  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FF1030  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1030
 FF1030  HORZ ORDER  -  SECOND
 FF1030
 FF1030.The horizontal coordinates were established by classical geodetic methods
 FF1030.and adjusted by the National Geodetic Survey in April 1999..
 FF1030
 FF1030.The orthometric height was scaled from a topographic map.
 FF1030
 FF1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1030
 FF1030.The geoid height was determined by GEOID03.
 FF1030
 FF1030;                    North         East     Units Scale Factor Converg.
 FF1030;SPC TN       -    93,693.893   232,872.284   MT  1.00002772   -2 21 29.4
 FF1030;SPC TN       -   307,394.05    764,015.15   sFT  1.00002772   -2 21 29.4
 FF1030;SPC AR N     -    87,930.340   579,758.470   MT  0.99997001   +1 08 50.9
 FF1030;SPC AR N     -   288,484.79  1,902,090.91   sFT  0.99997001   +1 08 50.9
 FF1030;UTM  15      - 3,889,249.937   770,875.122   MT  1.00050438   +1 42 37.2
 FF1030;UTM  16      - 3,889,404.064   224,011.567   MT  1.00053885   -1 44 33.6
 FF1030
 FF1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1030!SPC TN       -   0.99999015  x   1.00002772  =   1.00001787
 FF1030!SPC AR N     -   0.99999015  x   0.99997001  =   0.99996016
 FF1030!UTM  15      -   0.99999015  x   1.00050438  =   1.00049453
 FF1030!UTM  16      -   0.99999015  x   1.00053885  =   1.00052900
 FF1030
 FF1030                          SUPERSEDED SURVEY CONTROL
 FF1030
 FF1030  NAD 83(1995)-  35 06 34.88347(N)    090 01 40.95076(W) AD(       ) 2
 FF1030  NAD 83(1995)-  35 06 34.88702(N)    090 01 40.95090(W) AD(       ) 2
 FF1030  NAD 83(1986)-  35 06 34.89149(N)    090 01 40.95234(W) AD(       ) 2
 FF1030  NAD 27      -  35 06 34.56320(N)    090 01 40.62180(W) AD(       ) 2
 FF1030
 FF1030.Superseded values are not recommended for survey control.
 FF1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1030.See file dsdata.txt to determine how the superseded data were derived.
 FF1030
 FF1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7087589250(NAD 83)
 FF1030_MARKER: DZ = AZIMUTH MARK DISK
 FF1030_SETTING: 0 = UNSPECIFIED SETTING
 FF1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1030
 FF1030  HISTORY     - Date     Condition        Report By
 FF1030  HISTORY     - 1959     MONUMENTED       CGS
 FF1030
 FF1030                          STATION DESCRIPTION
 FF1030
 FF1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF1030'SEE STATION GAITHER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2165 ***********************************************************************
 GA2165  DESIGNATION -  GAL
 GA2165  PID         -  GA2165
 GA2165  STATE/COUNTY-  TN/HAWKINS
 GA2165  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2165
 GA2165                         *CURRENT SURVEY CONTROL
 GA2165  ___________________________________________________________________
 GA2165* NAD 83(1995)-  36 21 38.44126(N)    083 10 33.44569(W)     ADJUSTED  
 GA2165* NAVD 88     -       345.284  (meters)    1132.82   (feet)  ADJUSTED  
 GA2165  ___________________________________________________________________
 GA2165  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 GA2165  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2165  DYNAMIC HT  -         344.970 (meters)    1131.79  (feet)  COMP
 GA2165  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 GA2165
 GA2165  HORZ ORDER  -  SECOND
 GA2165  VERT ORDER  -  SECOND    CLASS 0
 GA2165
 GA2165.The horizontal coordinates were established by classical geodetic methods
 GA2165.and adjusted by the National Geodetic Survey in April 1999..
 GA2165
 GA2165.The orthometric height was determined by differential leveling
 GA2165.and adjusted by the National Geodetic Survey in June 1991..
 GA2165
 GA2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2165
 GA2165.The geoid height was determined by GEOID03.
 GA2165
 GA2165.The dynamic height is computed by dividing the NAVD 88
 GA2165.geopotential number by the normal gravity value computed on the
 GA2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2165.degrees latitude (g = 980.6199 gals.).
 GA2165
 GA2165.The modeled gravity was interpolated from observed gravity values.
 GA2165
 GA2165;                    North         East     Units Scale Factor Converg.
 GA2165;SPC TN       -   228,592.477   853,424.057   MT  0.99999055   +1 39 11.9
 GA2165;SPC TN       -   749,973.82  2,799,942.09   sFT  0.99999055   +1 39 11.9
 GA2165;UTM  17      - 4,026,152.626   304,768.989   MT  1.00006963   -1 17 25.7
 GA2165
 GA2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2165!SPC TN       -   0.99995071  x   0.99999055  =   0.99994126
 GA2165!UTM  17      -   0.99995071  x   1.00006963  =   1.00002033
 GA2165
 GA2165|---------------------------------------------------------------------|
 GA2165| PID    Reference Object                     Distance      Geod. Az  |
 GA2165|                                                           dddmmss.s |
 GA2165| GA2164 GAL RM 1                              6.661 METERS 04641     |
 GA2165| GA2166 GAL RM 2                              6.545 METERS 22809     |
 GA2165| GA2168 GRAVE                               APPROX. 0.9 KM 2310111.7 |
 GA2165|---------------------------------------------------------------------|
 GA2165
 GA2165                          SUPERSEDED SURVEY CONTROL
 GA2165
 GA2165  NAD 83(1995)-  36 21 38.44559(N)    083 10 33.44968(W) AD(       ) 2
 GA2165  NAD 83(1995)-  36 21 38.45715(N)    083 10 33.44604(W) AD(       ) 2
 GA2165  NAD 83(1995)-  36 21 38.44781(N)    083 10 33.44736(W) AD(       ) 2
 GA2165  NAD 83(1986)-  36 21 38.45002(N)    083 10 33.44766(W) AD(       ) 2
 GA2165  NAD 27      -  36 21 38.11554(N)    083 10 33.83709(W) AD(       ) 2
 GA2165  NGVD 29 (??/??/92)  345.424  (m)         1133.28   (f) ADJ UNCH    2 0
 GA2165
 GA2165.Superseded values are not recommended for survey control.
 GA2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2165.See file dsdata.txt to determine how the superseded data were derived.
 GA2165
 GA2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0476926153(NAD 83)
 GA2165_MARKER: DD = SURVEY DISK
 GA2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2165_STAMPING: GAL 1964
 GA2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2165+STABILITY: SURFACE MOTION
 GA2165
 GA2165  HISTORY     - Date     Condition        Report By
 GA2165  HISTORY     - 1964     MONUMENTED       TNHD
 GA2165  HISTORY     - 1964     GOOD             TNGS
 GA2165
 GA2165                          STATION DESCRIPTION
 GA2165
 GA2165'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2165'THE STATION IS LOCATED ABOUT 6 MILES EAST OF BEAN STATION.
 GA2165'
 GA2165'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO EAST ON
 GA2165'U.S.  HIGHWAY 11W FOR
 GA2165'3.2 MILES TO THE POST OFFICE IN MOORESBURG, CONTINUE
 GA2165'3.4 MILES TO THE STATION ON THE
 GA2165'LEFT AS DESCRIBED.
 GA2165'
 GA2165'THE STATION IS 139 FEET NORTH-NORTHEAST OF POWER POLE NO. 1AT 544,
 GA2165'ABOUT 125 FEET NORTH OF
 GA2165'U.S.  HIGHWAY 11W AND 1.8 FEET SOUTHEAST OF A WITNESS
 GA2165'POST.  THE SURFACE AND
 GA2165'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA2165'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 GA2165'GAL 1964.  THE UNDERGROUND
 GA2165'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA2165'DISK IS SET IN
 GA2165'AN 8-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2165'
 GA2165'REFERENCE MARK NO. 1 IS ABOUT 125 FEET NORTH OF U.S. HIGHWAY 11W AND
 GA2165'23 FEET NORTHEAST OF A
 GA2165'6-INCH PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2165'DEPARTMENT DISK SET IN AN 8-INCH
 GA2165'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2165'THE DISK IS STAMPED GAL RM-1 1964.
 GA2165'
 GA2165'REFERENCE MARK NO. 2 IS ABOUT 125 FEET NORTH OF U.S. HIGHWAY 11W AND
 GA2165'22 FEET SOUTH OF A 6-INCH
 GA2165'PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2165'DEPARTMENT DISK SET IN AN 8-INCH
 GA2165'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2165'THE DISK IS STAMPED GAL RM-2 1964.
 GA2165'
 GA2165'TRAVERSE STATION GRAVE WILL SERVE AS THE AZIMUTH MARK.
 GA2165'
 GA2165'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2165
 GA2165                          STATION RECOVERY (1964)
 GA2165
 GA2165'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2165'3.4 MI E FROM MOORESBURG.
 GA2165'TO REACH THE STATION FROM THE POST OFFICE IN MOORESBURG, GO
 GA2165'EASTERLY ON U.S. HIGHWAY 11W FOR 3.4 MILES TO THE STATION ON
 GA2165'THE LEFT.  THE STATION IS 139 FEET NORTH-NORTHEAST OF POWER
 GA2165'POLE NO. IAT 544, ABOUT 125 FEET NORTH OF U.S. HIGHWAY 11W AND
 GA2165'1.8 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD
 GA2165'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN AN 8-INCH SQUARE,
 GA2165'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2164 ***********************************************************************
 GA2164  DESIGNATION -  GAL RM 1
 GA2164  PID         -  GA2164
 GA2164  STATE/COUNTY-  TN/HAWKINS
 GA2164  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2164
 GA2164                         *CURRENT SURVEY CONTROL
 GA2164  ___________________________________________________________________
 GA2164* NAD 83(1986)-  36 21 38.     (N)    083 10 34.     (W)     SCALED    
 GA2164* NAVD 88     -       345.844  (meters)    1134.66   (feet)  ADJUSTED  
 GA2164  ___________________________________________________________________
 GA2164  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2164  DYNAMIC HT  -         345.530 (meters)    1133.63  (feet)  COMP
 GA2164  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 GA2164
 GA2164  VERT ORDER  -  SECOND    CLASS 0
 GA2164
 GA2164.The horizontal coordinates were scaled from a topographic map and have
 GA2164.an estimated accuracy of +/- 6 seconds.
 GA2164
 GA2164.The orthometric height was determined by differential leveling
 GA2164.and adjusted by the National Geodetic Survey in June 1991..
 GA2164
 GA2164.The geoid height was determined by GEOID03.
 GA2164
 GA2164.The dynamic height is computed by dividing the NAVD 88
 GA2164.geopotential number by the normal gravity value computed on the
 GA2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2164.degrees latitude (g = 980.6199 gals.).
 GA2164
 GA2164.The modeled gravity was interpolated from observed gravity values.
 GA2164
 GA2164;                    North         East    Units  Estimated Accuracy
 GA2164;SPC TN       -   228,580.      853,410.      MT  (+/- 180 meters Scaled)
 GA2164
 GA2164                          SUPERSEDED SURVEY CONTROL
 GA2164
 GA2164  NGVD 29 (??/??/92)  345.984  (m)         1135.12   (f) ADJ UNCH    2 0
 GA2164
 GA2164.Superseded values are not recommended for survey control.
 GA2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2164.See file dsdata.txt to determine how the superseded data were derived.
 GA2164
 GA2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA047261(NAD 83)
 GA2164_MARKER: DD = SURVEY DISK
 GA2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2164_STAMPING: GAL RM 1 1964
 GA2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2164+STABILITY: SURFACE MOTION
 GA2164
 GA2164  HISTORY     - Date     Condition        Report By
 GA2164  HISTORY     - 1964     MONUMENTED       TNHD
 GA2164
 GA2164                          STATION DESCRIPTION
 GA2164
 GA2164'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2164'3.4 MI E FROM MOORESBURG.
 GA2164'THE MARK IS LOCATED AT THE GAL 1964 STATION SITE, ABOUT 125
 GA2164'FEET NORTH OF U.S. HIGHWAY 11W AND 23 FEET NORTHEAST OF A 6-INCH
 GA2164'PINE TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2164'DISK SET IN AN 8-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA2164'THE GROUND.  NOTE-- FOR DESCR. SEE STATION GAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2166 ***********************************************************************
 GA2166  DESIGNATION -  GAL RM 2
 GA2166  PID         -  GA2166
 GA2166  STATE/COUNTY-  TN/HAWKINS
 GA2166  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2166
 GA2166                         *CURRENT SURVEY CONTROL
 GA2166  ___________________________________________________________________
 GA2166* NAD 83(1986)-  36 21 38.     (N)    083 10 34.     (W)     SCALED    
 GA2166* NAVD 88     -       344.683  (meters)    1130.85   (feet)  ADJUSTED  
 GA2166  ___________________________________________________________________
 GA2166  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2166  DYNAMIC HT  -         344.370 (meters)    1129.82  (feet)  COMP
 GA2166  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 GA2166
 GA2166  VERT ORDER  -  SECOND    CLASS 0
 GA2166
 GA2166.The horizontal coordinates were scaled from a topographic map and have
 GA2166.an estimated accuracy of +/- 6 seconds.
 GA2166
 GA2166.The orthometric height was determined by differential leveling
 GA2166.and adjusted by the National Geodetic Survey in June 1991..
 GA2166
 GA2166.The geoid height was determined by GEOID03.
 GA2166
 GA2166.The dynamic height is computed by dividing the NAVD 88
 GA2166.geopotential number by the normal gravity value computed on the
 GA2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2166.degrees latitude (g = 980.6199 gals.).
 GA2166
 GA2166.The modeled gravity was interpolated from observed gravity values.
 GA2166
 GA2166;                    North         East    Units  Estimated Accuracy
 GA2166;SPC TN       -   228,580.      853,410.      MT  (+/- 180 meters Scaled)
 GA2166
 GA2166                          SUPERSEDED SURVEY CONTROL
 GA2166
 GA2166  NGVD 29 (??/??/92)  344.823  (m)         1131.31   (f) ADJ UNCH    2 0
 GA2166
 GA2166.Superseded values are not recommended for survey control.
 GA2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2166.See file dsdata.txt to determine how the superseded data were derived.
 GA2166
 GA2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA047261(NAD 83)
 GA2166_MARKER: DD = SURVEY DISK
 GA2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2166_STAMPING: GAL RM-2 1964
 GA2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2166+STABILITY: SURFACE MOTION
 GA2166
 GA2166  HISTORY     - Date     Condition        Report By
 GA2166  HISTORY     - 1964     MONUMENTED       TNHD
 GA2166
 GA2166                          STATION DESCRIPTION
 GA2166
 GA2166'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2166'3.4 MI E FROM MOORESBURG.
 GA2166'THE MARK IS LOCATED AT THE GAL 1964 STATION SITE, ABOUT 125
 GA2166'FEET NORTH OF U.S. HIGHWAY 11W AND 22 FEET SOUTH OF A 6-INCH
 GA2166'PINE TREE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2166'DISK SET IN AN 8-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GA2166'THE GROUND.  NOTE-- FOR DESCR. SEE STATION GAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2465 ***********************************************************************
 GB2465  DESIGNATION -  GALEN
 GB2465  PID         -  GB2465
 GB2465  STATE/COUNTY-  TN/MACON
 GB2465  USGS QUAD   -  GALEN (1982)
 GB2465
 GB2465                         *CURRENT SURVEY CONTROL
 GB2465  ___________________________________________________________________
 GB2465* NAD 83(1995)-  36 35 32.83381(N)    085 56 58.74853(W)     ADJUSTED  
 GB2465* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 GB2465  ___________________________________________________________________
 GB2465  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 GB2465  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB2465
 GB2465  HORZ ORDER  -  SECOND
 GB2465
 GB2465.The horizontal coordinates were established by classical geodetic methods
 GB2465.and adjusted by the National Geodetic Survey in April 1999..
 GB2465
 GB2465.The orthometric height was scaled from a topographic map.
 GB2465
 GB2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2465
 GB2465.The geoid height was determined by GEOID03.
 GB2465
 GB2465;                    North         East     Units Scale Factor Converg.
 GB2465;SPC TN       -   250,656.983   604,505.493   MT  1.00003590   +0 01 46.1
 GB2465;SPC TN       -   822,363.79  1,983,281.77   sFT  1.00003590   +0 01 46.1
 GB2465;SPC KY1Z     - 1,028,779.046 1,482,131.483   MT  1.00015356   -0 07 21.3
 GB2465;SPC KY1Z     - 3,375,252.59  4,862,626.37   sFT  1.00015356   -0 07 21.3
 GB2465;SPC KY S     -   528,774.611   482,133.716   MT  1.00002856   -0 07 15.9
 GB2465;SPC KY S     - 1,734,821.37  1,581,800.37   sFT  1.00002856   -0 07 15.9
 GB2465;UTM  16      - 4,050,176.903   593,953.746   MT  0.99970875   +0 37 34.2
 GB2465
 GB2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2465!SPC TN       -   0.99995921  x   1.00003590  =   0.99999511
 GB2465!SPC KY1Z     -   0.99995921  x   1.00015356  =   1.00011276
 GB2465!SPC KY S     -   0.99995921  x   1.00002856  =   0.99998777
 GB2465!UTM  16      -   0.99995921  x   0.99970875  =   0.99966797
 GB2465
 GB2465|---------------------------------------------------------------------|
 GB2465| PID    Reference Object                     Distance      Geod. Az  |
 GB2465|                                                           dddmmss.s |
 GB2465| CG5847 GALEN RM 1                           33.833 METERS 00352     |
 GB2465| CG5846 GALEN AZ MK                                        2064139.0 |
 GB2465| CG5848 GALEN RM 2                           40.478 METERS 29818     |
 GB2465|---------------------------------------------------------------------|
 GB2465
 GB2465                          SUPERSEDED SURVEY CONTROL
 GB2465
 GB2465  NAD 83(1995)-  36 35 32.83415(N)    085 56 58.74852(W) AD(       ) 2
 GB2465  NAD 83(1995)-  36 35 32.84304(N)    085 56 58.75406(W) AD(       ) 2
 GB2465  NAD 83(1986)-  36 35 32.84406(N)    085 56 58.75269(W) AD(       ) 2
 GB2465  NAD 27      -  36 35 32.65300(N)    085 56 58.82300(W) AD(       ) 2
 GB2465
 GB2465.Superseded values are not recommended for survey control.
 GB2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2465.See file dsdata.txt to determine how the superseded data were derived.
 GB2465
 GB2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9395450177(NAD 83)
 GB2465_MARKER: DS = TRIANGULATION STATION DISK
 GB2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2465
 GB2465  HISTORY     - Date     Condition        Report By
 GB2465  HISTORY     - 1950     MONUMENTED       CGS
 GB2465
 GB2465                          STATION DESCRIPTION
 GB2465
 GB2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2465'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF LAFAYETTE AND 7 MILES
 GB2465'NORTHWEST OF RED BOILING SPRINGS.  IT IS 112 FEET SOUTHWEST OF A
 GB2465'WHITE WITNESS POST AND 35 FEET SOUTH OF CENTER OF A GRAVEL ROAD.  THE
 GB2465'MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GB2465'DISK IS STAMPED GALEN 1950.
 GB2465'
 GB2465'REFERENCE MARK NO. 1 IS 17 FEET NORTH OF CENTER OF GRAVEL ROAD, 2
 GB2465'FEET WEST OF A POWER LINE POLE AND 1 FOOT WEST OF A WHITE WITNESS
 GB2465'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GALEN
 GB2465'NO 1 1950.
 GB2465'
 GB2465'REFERENCE MARK NO. 2 IS 98 FEET NORTH OF CENTER OF GRAVEL ROAD, 30
 GB2465'FEET WEST OF THE NORTHWEST CORNER OF A FRAME HOUSE AND 2 FEET EAST
 GB2465'OF A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GB2465'STAMPED GALEN NO 2 1950.
 GB2465'
 GB2465'AZIMUTH MARK IS 22 FEET NORTH OF CENTER OF A GRAVEL ROAD AND 2 FEET
 GB2465'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 GB2465'AND THE DISK IS STAMPED GALEN 1950.
 GB2465'
 GB2465'TO REACH STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE IN
 GB2465'LAFAYETTE, GO EAST AND NORTH ON A BLACKTOP ROAD FOR 0.65 MILE TO A T
 GB2465'ROAD, TURN RIGHT ON A GRAVEL ROAD AND GO EAST AND NORTH FOR 6.25
 GB2465'MILES TO A SMALL FRAME CHURCH ON LEFT, CONTINUE AHEAD ON MAIN
 GB2465'GRAVEL ROAD AND GO NORTHEAST FOR 0.85 MILE TO THE AZIMUTH MARK ON
 GB2465'LEFT AS DESCRIBED, CONTINUE AHEAD FOR 0.3 MILE TO THE STATION ON
 GB2465'RIGHT AS DESCRIBED.
 GB2465'
 GB2465'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0341 ***********************************************************************
 GC0341  DESIGNATION -  GALLATIN
 GC0341  PID         -  GC0341
 GC0341  STATE/COUNTY-  TN/SUMNER
 GC0341  USGS QUAD   -  GALLATIN (1983)
 GC0341
 GC0341                         *CURRENT SURVEY CONTROL
 GC0341  ___________________________________________________________________
 GC0341* NAD 83(1986)-  36 23 18.     (N)    086 27 03.     (W)     SCALED    
 GC0341* NAVD 88     -       155.455  (meters)     510.02   (feet)  ADJUSTED  
 GC0341  ___________________________________________________________________
 GC0341  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0341  DYNAMIC HT  -         155.327 (meters)     509.60  (feet)  COMP
 GC0341  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GC0341
 GC0341  VERT ORDER  -  SECOND    CLASS 0
 GC0341
 GC0341.The horizontal coordinates were scaled from a topographic map and have
 GC0341.an estimated accuracy of +/- 6 seconds.
 GC0341
 GC0341.The orthometric height was determined by differential leveling
 GC0341.and adjusted by the National Geodetic Survey in June 1991..
 GC0341
 GC0341.The geoid height was determined by GEOID03.
 GC0341
 GC0341.The dynamic height is computed by dividing the NAVD 88
 GC0341.geopotential number by the normal gravity value computed on the
 GC0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0341.degrees latitude (g = 980.6199 gals.).
 GC0341
 GC0341.The modeled gravity was interpolated from observed gravity values.
 GC0341
 GC0341;                    North         East    Units  Estimated Accuracy
 GC0341;SPC TN       -   228,100.      559,550.      MT  (+/- 180 meters Scaled)
 GC0341
 GC0341                          SUPERSEDED SURVEY CONTROL
 GC0341
 GC0341  NGVD 29 (??/??/92)  155.534  (m)          510.28   (f) ADJ UNCH    2 0
 GC0341
 GC0341.Superseded values are not recommended for survey control.
 GC0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0341.See file dsdata.txt to determine how the superseded data were derived.
 GC0341
 GC0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF492271(NAD 83)
 GC0341_MARKER: DD = SURVEY DISK
 GC0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0341_STAMPING: GALLATIN 1961
 GC0341_MARK LOGO: TNHD  
 GC0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0341+STABILITY: SURFACE MOTION
 GC0341
 GC0341  HISTORY     - Date     Condition        Report By
 GC0341  HISTORY     - 1961     MONUMENTED       TNHD
 GC0341
 GC0341                          STATION DESCRIPTION
 GC0341
 GC0341'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0341'IN GALLATIN.
 GC0341'FROM THE COURTHOUSE IN GALLATIN, GO 0.2 MILE SOUTH ON U.S.
 GC0341'HIGHWAY 31E TO NORTH LOCUST AVENUE ON THE RIGHT, TURN RIGHT AND GO
 GC0341'ABOUT 0.05 MILE TO A STREET ON THE LEFT, TURN LEFT AND GO SOUTH
 GC0341'FOR 0.1 MILE TO THE STATION ON THE RIGHT.  THE STATION MARK IS
 GC0341'ABOUT 375 FEET SOUTHEAST OF A BRIDGE, 216 FEET SOUTHEAST OF A
 GC0341'MANHOLE, AND 9 FEET SOUTHEAST OF THE EAST RETAINING WALL OF A
 GC0341'CREEK.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0341'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2187 ***********************************************************************
 GC2187  DESIGNATION -  GALLATIN
 GC2187  PID         -  GC2187
 GC2187  STATE/COUNTY-  TN/SUMNER
 GC2187  USGS QUAD   -  GALLATIN (1983)
 GC2187
 GC2187                         *CURRENT SURVEY CONTROL
 GC2187  ___________________________________________________________________
 GC2187* NAD 83(1995)-  36 23 17.03756(N)    086 27 03.62899(W)     ADJUSTED  
 GC2187* NAVD 88     -       155.6    (meters)     510.     (feet)  VERTCON   
 GC2187  ___________________________________________________________________
 GC2187  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 GC2187  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC2187
 GC2187  HORZ ORDER  -  SECOND
 GC2187
 GC2187.The horizontal coordinates were established by classical geodetic methods
 GC2187.and adjusted by the National Geodetic Survey in April 1999..
 GC2187
 GC2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2187
 GC2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2187
 GC2187.The geoid height was determined by GEOID03.
 GC2187
 GC2187;                    North         East     Units Scale Factor Converg.
 GC2187;SPC TN       -   228,068.200   559,535.955   MT  0.99999505   -0 15 50.5
 GC2187;SPC TN       -   748,253.75  1,835,744.21   sFT  0.99999505   -0 15 50.5
 GC2187;UTM  16      - 4,027,131.981   549,236.015   MT  0.99962987   +0 19 32.5
 GC2187
 GC2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2187!SPC TN       -   0.99998019  x   0.99999505  =   0.99997524
 GC2187!UTM  16      -   0.99998019  x   0.99962987  =   0.99961007
 GC2187
 GC2187|---------------------------------------------------------------------|
 GC2187| PID    Reference Object                     Distance      Geod. Az  |
 GC2187|                                                           dddmmss.s |
 GC2187| GC0340 GALLATIN RM 2                        27.685 METERS 03002     |
 GC2187| GC0339 GALLATIN AZ MK                                     0474501.7 |
 GC2187| GC2184 GALLATIN MUNICIPAL TANK             314.377 METERS 07220     |
 GC2187| GC2186 GALLATIN TN HWY DISPATCH MAST       APPROX. 4.2 KM 0770105.0 |
 GC2187| GC2183 GALLATIN HOSPITAL WATER TANK        APPROX. 1.2 KM 1072641.8 |
 GC2187| GC0342 GALLATIN RM 1                        26.954 METERS 22148     |
 GC2187|---------------------------------------------------------------------|
 GC2187
 GC2187                          SUPERSEDED SURVEY CONTROL
 GC2187
 GC2187  NAD 83(1995)-  36 23 17.03882(N)    086 27 03.63037(W) AD(       ) 2
 GC2187  NAD 83(1995)-  36 23 17.04478(N)    086 27 03.63322(W) AD(       ) 2
 GC2187  NAD 83(1986)-  36 23 17.04693(N)    086 27 03.63325(W) AD(       ) 2
 GC2187  NAD 27      -  36 23 16.88360(N)    086 27 03.65520(W) AD(       ) 2
 GC2187  NGVD 29 (07/19/86)  155.7    (m)          511.     (f) VERT ANG       
 GC2187
 GC2187.Superseded values are not recommended for survey control.
 GC2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2187.See file dsdata.txt to determine how the superseded data were derived.
 GC2187
 GC2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4923627132(NAD 83)
 GC2187_MARKER: DS = TRIANGULATION STATION DISK
 GC2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2187
 GC2187  HISTORY     - Date     Condition        Report By
 GC2187  HISTORY     - 1961     MONUMENTED       TNHD
 GC2187
 GC2187                          STATION DESCRIPTION
 GC2187
 GC2187'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2187'THE STATION IS LOCATED IN GALLATIN.
 GC2187'
 GC2187'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO 0.2 MILE
 GC2187'SOUTH ON U.S. HIGHWAY 31E TO NORTH LOCUST AVENUE ON THE RIGHT,
 GC2187'TURN RIGHT AND GO ABOUT 0.05 MILE TO A STREET ON THE LEFT, TURN LEFT
 GC2187'AND GO SOUTH FOR 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC2187'
 GC2187'THE STATION IS ABOUT 375 FEET SOUTHEAST OF A BRIDGE, 216 FEET
 GC2187'SOUTHEAST OF A MANHOLE, AND 9 FEET SOUTHEAST OF THE EAST WALL OF A
 GC2187'CREEK.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC2187'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED GALLATIN 1961.
 GC2187'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GC2187'SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2187'MONUMENT.
 GC2187'
 GC2187'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2187'CEMENTED, FLUSH, IN A DRILLED HOLE IN THE EAST WALL OF A CREEK
 GC2187'RETAINING WALL.  THE DISK IS STAMPED GALLATIN RM-1 1961.
 GC2187'
 GC2187'REFERENCE MARK NO. 2 IS CEMENTED, FLUSH, IN A DRILLED HOLE IN THE
 GC2187'EAST WALL OF A CREEK RETAINING WALL.  THE MARK IS A STANDARD
 GC2187'TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED GALLATIN RM-2 1961.
 GC2187'
 GC2187'THE AZIMUTH MARK IS 40 FEET SOUTHWEST OF THE WEST CORNER OF A BLOCK
 GC2187'BUILDING.  THE DISK IS CEMENTED, FLUSH, IN A DRILLED HOLE IN THE WEST
 GC2187'WALL OF A CREEK RETAINING WALL OVER AN 8-INCH WATER PIPE RUNNING
 GC2187'ACROSS THE CREEK.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2187'DEPARTMENT DISK STAMPED GALLATIN AZI 1961.
 GC2187'
 GC2187'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.2 MILE NORTH TO THE
 GC2187'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2187'
 GC2187'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0339 ***********************************************************************
 GC0339  DESIGNATION -  GALLATIN AZ MK
 GC0339  PID         -  GC0339
 GC0339  STATE/COUNTY-  TN/SUMNER
 GC0339  USGS QUAD   -  GALLATIN (1983)
 GC0339
 GC0339                         *CURRENT SURVEY CONTROL
 GC0339  ___________________________________________________________________
 GC0339* NAD 83(1986)-  36 23 27.     (N)    086 26 50.     (W)     SCALED    
 GC0339* NAVD 88     -       157.571  (meters)     516.96   (feet)  ADJUSTED  
 GC0339  ___________________________________________________________________
 GC0339  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0339  DYNAMIC HT  -         157.442 (meters)     516.54  (feet)  COMP
 GC0339  MODELED GRAV-     979,808.2   (mgal)                       NAVD 88
 GC0339
 GC0339  VERT ORDER  -  SECOND    CLASS 0
 GC0339
 GC0339.The horizontal coordinates were scaled from a topographic map and have
 GC0339.an estimated accuracy of +/- 6 seconds.
 GC0339
 GC0339.The orthometric height was determined by differential leveling
 GC0339.and adjusted by the National Geodetic Survey in June 1991..
 GC0339
 GC0339.The geoid height was determined by GEOID03.
 GC0339
 GC0339.The dynamic height is computed by dividing the NAVD 88
 GC0339.geopotential number by the normal gravity value computed on the
 GC0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0339.degrees latitude (g = 980.6199 gals.).
 GC0339
 GC0339.The modeled gravity was interpolated from observed gravity values.
 GC0339
 GC0339;                    North         East    Units  Estimated Accuracy
 GC0339;SPC TN       -   228,370.      559,880.      MT  (+/- 180 meters Scaled)
 GC0339
 GC0339                          SUPERSEDED SURVEY CONTROL
 GC0339
 GC0339  NGVD 29 (??/??/??)  157.68   (m)          517.3    (f) RESET       3  
 GC0339
 GC0339.Superseded values are not recommended for survey control.
 GC0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0339.See file dsdata.txt to determine how the superseded data were derived.
 GC0339
 GC0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF495274(NAD 83)
 GC0339_MARKER: DD = SURVEY DISK
 GC0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0339_SP_SET: BUILDING
 GC0339_STAMPING: GALLATIN 1961 AZI
 GC0339_MARK LOGO: TNHD  
 GC0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0339
 GC0339  HISTORY     - Date     Condition        Report By
 GC0339  HISTORY     - 1961     MONUMENTED       TNHD
 GC0339
 GC0339                          STATION DESCRIPTION
 GC0339
 GC0339'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0339'IN GALLATIN.
 GC0339'FROM THE COURTHOUSE IN GALLATIN, GO 0.16 MILES NORTHWEST ON N.
 GC0339'WATER AVE. TO A CREEK AND THE MARK ON THE LEFT.  THE AZIMUTH MARK
 GC0339'IS 40 FEET SOUTHWEST OF THE WEST CORNER OF A BLOCK BUILDING.  THE
 GC0339'DISK IS CEMENTED, FLUSH, IN A DRILLED HOLE IN THE WEST WALL OF A
 GC0339'CREEK RETAINING WALL OVER AN 8-INCH WATER PIPE RUNNING ACROSS THE
 GC0339'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2183 ***********************************************************************
 GC2183  DESIGNATION -  GALLATIN HOSPITAL WATER TANK
 GC2183  PID         -  GC2183
 GC2183  STATE/COUNTY-  TN/SUMNER
 GC2183  USGS QUAD   -  GALLATIN (1983)
 GC2183
 GC2183                         *CURRENT SURVEY CONTROL
 GC2183  ___________________________________________________________________
 GC2183* NAD 83(1995)-  36 23 05.61088(N)    086 26 18.66655(W)     ADJUSTED  
 GC2183* NAVD 88     -                                                        
 GC2183  ___________________________________________________________________
 GC2183  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 GC2183  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2183
 GC2183  HORZ ORDER  -  THIRD
 GC2183
 GC2183.The horizontal coordinates were established by classical geodetic methods
 GC2183.and adjusted by the National Geodetic Survey in April 1999..
 GC2183
 GC2183
 GC2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2183
 GC2183.The geoid height was determined by GEOID03.
 GC2183
 GC2183;                    North         East     Units Scale Factor Converg.
 GC2183;SPC TN       -   227,710.897   560,654.922   MT  0.99999452   -0 15 24.2
 GC2183;SPC TN       -   747,081.50  1,839,415.36   sFT  0.99999452   -0 15 24.2
 GC2183;UTM  16      - 4,026,786.342   550,358.192   MT  0.99963124   +0 19 59.1
 GC2183
 GC2183                          SUPERSEDED SURVEY CONTROL
 GC2183
 GC2183  NAD 83(1995)-  36 23 05.61211(N)    086 26 18.66794(W) AD(       ) 4
 GC2183  NAD 83(1995)-  36 23 05.61812(N)    086 26 18.67072(W) AD(       ) 4
 GC2183  NAD 83(1986)-  36 23 05.62027(N)    086 26 18.67078(W) AD(       ) 4
 GC2183  NAD 27      -  36 23 05.45600(N)    086 26 18.69300(W) AD(       ) 3
 GC2183
 GC2183.Superseded values are not recommended for survey control.
 GC2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2183.See file dsdata.txt to determine how the superseded data were derived.
 GC2183
 GC2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5035826786(NAD 83)
 GC2183_MARKER: 53 = ELEVATED TANK
 GC2183
 GC2183  HISTORY     - Date     Condition        Report By
 GC2183  HISTORY     - 1961     FIRST OBSERVED   TNHD
 GC2183
 GC2183                          STATION DESCRIPTION
 GC2183
 GC2183'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2183'THE STATION IS THE RED BEACON ATOP AN OVAL WATER TANK, WHICH IS
 GC2183'SUPPORTED BY AN 8 LEGGED STEEL STRUCTURE AND PAINTED SILVER.  THE
 GC2183'OVERALL HEIGHT IS 140 FEET.
 GC2183'
 GC2183'IT IS LOCATED IN GALLATIN, NORTH OF EAST MORRISON STREET IN GALLATIN
 GC2183'CITY PARK WEST OF THE SWIMMING POOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2184 ***********************************************************************
 GC2184  DESIGNATION -  GALLATIN MUNICIPAL TANK
 GC2184  PID         -  GC2184
 GC2184  STATE/COUNTY-  TN/SUMNER
 GC2184  USGS QUAD   -  GALLATIN (1983)
 GC2184
 GC2184                         *CURRENT SURVEY CONTROL
 GC2184  ___________________________________________________________________
 GC2184* NAD 83(1995)-  36 23 20.13214(N)    086 26 51.60924(W)     ADJUSTED  
 GC2184* NAVD 88     -                                                        
 GC2184  ___________________________________________________________________
 GC2184  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 GC2184  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC2184
 GC2184  HORZ ORDER  -  THIRD
 GC2184
 GC2184.The horizontal coordinates were established by classical geodetic methods
 GC2184.and adjusted by the National Geodetic Survey in April 1999..
 GC2184
 GC2184
 GC2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2184
 GC2184.The geoid height was determined by GEOID03.
 GC2184
 GC2184;                    North         East     Units Scale Factor Converg.
 GC2184;SPC TN       -   228,162.210   559,835.945   MT  0.99999520   -0 15 43.5
 GC2184;SPC TN       -   748,562.18  1,836,728.43   sFT  0.99999520   -0 15 43.5
 GC2184;UTM  16      - 4,027,229.039   549,534.912   MT  0.99963023   +0 19 39.7
 GC2184
 GC2184                          SUPERSEDED SURVEY CONTROL
 GC2184
 GC2184  NAD 83(1995)-  36 23 20.13339(N)    086 26 51.61062(W) AD(       ) 4
 GC2184  NAD 83(1995)-  36 23 20.13938(N)    086 26 51.61346(W) AD(       ) 4
 GC2184  NAD 83(1986)-  36 23 20.14155(N)    086 26 51.61351(W) AD(       ) 4
 GC2184  NAD 27      -  36 23 19.97800(N)    086 26 51.63500(W) AD(       ) 3
 GC2184
 GC2184.Superseded values are not recommended for survey control.
 GC2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2184.See file dsdata.txt to determine how the superseded data were derived.
 GC2184
 GC2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4953527229(NAD 83)
 GC2184_MARKER: 53 = ELEVATED TANK
 GC2184
 GC2184  HISTORY     - Date     Condition        Report By
 GC2184  HISTORY     - 1961     FIRST OBSERVED   TNHD
 GC2184
 GC2184                          STATION DESCRIPTION
 GC2184
 GC2184'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2184'THE SATION IS THE RED BEACON AT THE TOP OF THE OVAL SHAPED TANK,
 GC2184'LOCATED BEHIND THE CITY HALL IN GALLATIN.  THE TANK IS ATOP A 6
 GC2184'LEGGED STEEL STRUCTURE, PAINTED SILVER, AND IS 140 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0155 ***********************************************************************
 GC0155  DESIGNATION -  GALLATIN RESET
 GC0155  PID         -  GC0155
 GC0155  STATE/COUNTY-  TN/SUMNER
 GC0155  USGS QUAD   -  GALLATIN (1983)
 GC0155
 GC0155                         *CURRENT SURVEY CONTROL
 GC0155  ___________________________________________________________________
 GC0155* NAD 83(1986)-  36 23 17.     (N)    086 27 03.     (W)     SCALED    
 GC0155* NAVD 88     -       164.27   (meters)     538.9    (feet)  RESET     
 GC0155  ___________________________________________________________________
 GC0155  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0155
 GC0155  VERT ORDER  -  THIRD
 GC0155
 GC0155.The horizontal coordinates were scaled from a topographic map and have
 GC0155.an estimated accuracy of +/- 6 seconds.
 GC0155
 GC0155.The orthometric height was computed from unverified reset data.
 GC0155.No vertical observational check was made to the station.
 GC0155
 GC0155.The geoid height was determined by GEOID03.
 GC0155
 GC0155;                    North         East    Units  Estimated Accuracy
 GC0155;SPC TN       -   228,070.      559,550.      MT  (+/- 180 meters Scaled)
 GC0155
 GC0155                          SUPERSEDED SURVEY CONTROL
 GC0155
 GC0155  NGVD 29 (10/12/01)  164.35   (m)          539.2    (f) RESET       3  
 GC0155
 GC0155.Superseded values are not recommended for survey control.
 GC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0155.See file dsdata.txt to determine how the superseded data were derived.
 GC0155
 GC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF492271(NAD 83)
 GC0155_MARKER: DB = BENCH MARK DISK
 GC0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0155_SP_SET: PORCH
 GC0155_STAMPING: GALLATIN RESET 1975
 GC0155_MARK LOGO: NGS   
 GC0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0155
 GC0155  HISTORY     - Date     Condition        Report By
 GC0155  HISTORY     - 1975     MONUMENTED       NGS
 GC0155
 GC0155                          STATION DESCRIPTION
 GC0155
 GC0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GC0155'AT GALLATIN.
 GC0155'LOCATED AT GALLATION, A STANDARD DISK SET IN A DRILL HOLE IN
 GC0155'THE EAST END OF THE CONCRETE PORCH OF THE GALLATIN CITY HALL,
 GC0155'71 FEET NORTH OF THE CENTERLINE OF W MAIN STREET, 17 FEET EAST OF
 GC0155'THE SOUTH ENTRANCE TO THE CITY HALL, 2 FEET SOUTH OF THE SOUTH
 GC0155'WALL OF THE BUILDING AND 1 FOOT WEST OF THE EAST EDGE OF THE
 GC0155'PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0342 ***********************************************************************
 GC0342  DESIGNATION -  GALLATIN RM 1
 GC0342  PID         -  GC0342
 GC0342  STATE/COUNTY-  TN/SUMNER
 GC0342  USGS QUAD   -  GALLATIN (1983)
 GC0342
 GC0342                         *CURRENT SURVEY CONTROL
 GC0342  ___________________________________________________________________
 GC0342* NAD 83(1986)-  36 23 18.     (N)    086 27 03.     (W)     SCALED    
 GC0342* NAVD 88     -       155.394  (meters)     509.82   (feet)  ADJUSTED  
 GC0342  ___________________________________________________________________
 GC0342  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0342  DYNAMIC HT  -         155.266 (meters)     509.40  (feet)  COMP
 GC0342  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GC0342
 GC0342  VERT ORDER  -  SECOND    CLASS 0
 GC0342
 GC0342.The horizontal coordinates were scaled from a topographic map and have
 GC0342.an estimated accuracy of +/- 6 seconds.
 GC0342
 GC0342.The orthometric height was determined by differential leveling
 GC0342.and adjusted by the National Geodetic Survey in June 1991..
 GC0342
 GC0342.The geoid height was determined by GEOID03.
 GC0342
 GC0342.The dynamic height is computed by dividing the NAVD 88
 GC0342.geopotential number by the normal gravity value computed on the
 GC0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0342.degrees latitude (g = 980.6199 gals.).
 GC0342
 GC0342.The modeled gravity was interpolated from observed gravity values.
 GC0342
 GC0342;                    North         East    Units  Estimated Accuracy
 GC0342;SPC TN       -   228,100.      559,550.      MT  (+/- 180 meters Scaled)
 GC0342
 GC0342                          SUPERSEDED SURVEY CONTROL
 GC0342
 GC0342  NGVD 29 (??/??/92)  155.473  (m)          510.08   (f) ADJ UNCH    2 0
 GC0342
 GC0342.Superseded values are not recommended for survey control.
 GC0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0342.See file dsdata.txt to determine how the superseded data were derived.
 GC0342
 GC0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF492271(NAD 83)
 GC0342_MARKER: DD = SURVEY DISK
 GC0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0342_SP_SET: WALL
 GC0342_STAMPING: GALLATIN 1961
 GC0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0342
 GC0342  HISTORY     - Date     Condition        Report By
 GC0342  HISTORY     - 1961     MONUMENTED       TNHD
 GC0342
 GC0342                          STATION DESCRIPTION
 GC0342
 GC0342'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0342'IN GALLATIN.
 GC0342'THIS MARK IS LOCATED AT THE GALLATIN 1961 STATION SITE, 88.5 FEET
 GC0342'SOUTHWEST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILLED
 GC0342'HOLE IN THE EAST WALL OF A CREEK RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0340 ***********************************************************************
 GC0340  DESIGNATION -  GALLATIN RM 2
 GC0340  PID         -  GC0340
 GC0340  STATE/COUNTY-  TN/SUMNER
 GC0340  USGS QUAD   -  GALLATIN (1983)
 GC0340
 GC0340                         *CURRENT SURVEY CONTROL
 GC0340  ___________________________________________________________________
 GC0340* NAD 83(1986)-  36 23 18.     (N)    086 27 03.     (W)     SCALED    
 GC0340* NAVD 88     -       155.559  (meters)     510.36   (feet)  ADJUSTED  
 GC0340  ___________________________________________________________________
 GC0340  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GC0340  DYNAMIC HT  -         155.431 (meters)     509.94  (feet)  COMP
 GC0340  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GC0340
 GC0340  VERT ORDER  -  SECOND    CLASS 0
 GC0340
 GC0340.The horizontal coordinates were scaled from a topographic map and have
 GC0340.an estimated accuracy of +/- 6 seconds.
 GC0340
 GC0340.The orthometric height was determined by differential leveling
 GC0340.and adjusted by the National Geodetic Survey in June 1991..
 GC0340
 GC0340.The geoid height was determined by GEOID03.
 GC0340
 GC0340.The dynamic height is computed by dividing the NAVD 88
 GC0340.geopotential number by the normal gravity value computed on the
 GC0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0340.degrees latitude (g = 980.6199 gals.).
 GC0340
 GC0340.The modeled gravity was interpolated from observed gravity values.
 GC0340
 GC0340;                    North         East    Units  Estimated Accuracy
 GC0340;SPC TN       -   228,100.      559,550.      MT  (+/- 180 meters Scaled)
 GC0340
 GC0340                          SUPERSEDED SURVEY CONTROL
 GC0340
 GC0340  NGVD 29 (??/??/92)  155.638  (m)          510.62   (f) ADJ UNCH    2 0
 GC0340
 GC0340.Superseded values are not recommended for survey control.
 GC0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0340.See file dsdata.txt to determine how the superseded data were derived.
 GC0340
 GC0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF492271(NAD 83)
 GC0340_MARKER: DD = SURVEY DISK
 GC0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0340_SP_SET: WALL
 GC0340_STAMPING: GALLATIN RM-2 1961
 GC0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0340
 GC0340  HISTORY     - Date     Condition        Report By
 GC0340  HISTORY     - 1961     MONUMENTED       TNHD
 GC0340
 GC0340                          STATION DESCRIPTION
 GC0340
 GC0340'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0340'IN GALLATIN.
 GC0340'THIS MARK IS LOCATED AT THE GALLATIN 1961 STATION SITE, 91 FEET
 GC0340'NORTH OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILLED
 GC0340'HOLE IN THE EAST WALL OF A CREEK RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2185 ***********************************************************************
 GC2185  DESIGNATION -  GALLATIN TEMPCO DISPATCH MAST
 GC2185  PID         -  GC2185
 GC2185  STATE/COUNTY-  TN/SUMNER
 GC2185  USGS QUAD   -  GALLATIN (1983)
 GC2185
 GC2185                         *CURRENT SURVEY CONTROL
 GC2185  ___________________________________________________________________
 GC2185* NAD 83(1995)-  36 23 51.72721(N)    086 24 10.80479(W)     ADJUSTED  
 GC2185* NAVD 88     -                                                        
 GC2185  ___________________________________________________________________
 GC2185  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GC2185  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2185
 GC2185  HORZ ORDER  -  THIRD
 GC2185
 GC2185.The horizontal coordinates were established by classical geodetic methods
 GC2185.and adjusted by the National Geodetic Survey in April 1999..
 GC2185
 GC2185
 GC2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2185
 GC2185.The geoid height was determined by GEOID03.
 GC2185
 GC2185;                    North         East     Units Scale Factor Converg.
 GC2185;SPC TN       -   229,118.667   563,847.453   MT  0.99999669   -0 14 09.4
 GC2185;SPC TN       -   751,700.16  1,849,889.52   sFT  0.99999669   -0 14 09.4
 GC2185;UTM  16      - 4,028,226.389   553,534.906   MT  0.99963531   +0 21 15.3
 GC2185
 GC2185                          SUPERSEDED SURVEY CONTROL
 GC2185
 GC2185  NAD 83(1995)-  36 23 51.72834(N)    086 24 10.80612(W) AD(       ) 4
 GC2185  NAD 83(1995)-  36 23 51.73463(N)    086 24 10.80901(W) AD(       ) 4
 GC2185  NAD 83(1986)-  36 23 51.73670(N)    086 24 10.80875(W) AD(       ) 4
 GC2185  NAD 27      -  36 23 51.57400(N)    086 24 10.83500(W) AD(       ) 3
 GC2185
 GC2185.Superseded values are not recommended for survey control.
 GC2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2185.See file dsdata.txt to determine how the superseded data were derived.
 GC2185
 GC2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5353528226(NAD 83)
 GC2185_MARKER: 41 = ANTENNA MAST
 GC2185
 GC2185  HISTORY     - Date     Condition        Report By
 GC2185  HISTORY     - 1961     FIRST OBSERVED   TNHD
 GC2185
 GC2185                          STATION DESCRIPTION
 GC2185
 GC2185'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2185'THE STATION IS THE TOP OF THE MAST OF A SELF SUPPORTING GUYED STEEL
 GC2185'MAST, WHICH IS 132 FEET HIGH.
 GC2185'
 GC2185'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 31E AND STATE ROUTE 25
 GC2185'IN GALLATIN, GO WEST ON STATE ROUTE 25 FOR 2 MILES TO TEMPCO GAS
 GC2185'COMPANY EAST OF STATE ROUTE 25 AND THE TOWER WHICH IS SOUTHEAST OF
 GC2185'THE APPLIANCE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2186 ***********************************************************************
 GC2186  DESIGNATION -  GALLATIN TN HWY DISPATCH MAST
 GC2186  PID         -  GC2186
 GC2186  STATE/COUNTY-  TN/SUMNER
 GC2186  USGS QUAD   -  GALLATIN (1983)
 GC2186
 GC2186                         *CURRENT SURVEY CONTROL
 GC2186  ___________________________________________________________________
 GC2186* NAD 83(1995)-  36 23 47.77905(N)    086 24 18.51543(W)     ADJUSTED  
 GC2186* NAVD 88     -                                                        
 GC2186  ___________________________________________________________________
 GC2186  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GC2186  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2186
 GC2186  HORZ ORDER  -  THIRD
 GC2186
 GC2186.The horizontal coordinates were established by classical geodetic methods
 GC2186.and adjusted by the National Geodetic Survey in April 1999..
 GC2186
 GC2186
 GC2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2186
 GC2186.The geoid height was determined by GEOID03.
 GC2186
 GC2186;                    North         East     Units Scale Factor Converg.
 GC2186;SPC TN       -   228,997.763   563,654.809   MT  0.99999650   -0 14 13.9
 GC2186;SPC TN       -   751,303.49  1,849,257.49   sFT  0.99999650   -0 14 13.9
 GC2186;UTM  16      - 4,028,103.552   553,343.587   MT  0.99963506   +0 21 10.7
 GC2186
 GC2186                          SUPERSEDED SURVEY CONTROL
 GC2186
 GC2186  NAD 83(1995)-  36 23 47.78018(N)    086 24 18.51676(W) AD(       ) 4
 GC2186  NAD 83(1995)-  36 23 47.78640(N)    086 24 18.51964(W) AD(       ) 4
 GC2186  NAD 83(1986)-  36 23 47.78855(N)    086 24 18.51941(W) AD(       ) 4
 GC2186  NAD 27      -  36 23 47.62400(N)    086 24 18.54600(W) AD(       ) 3
 GC2186
 GC2186.Superseded values are not recommended for survey control.
 GC2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2186.See file dsdata.txt to determine how the superseded data were derived.
 GC2186
 GC2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5334428104(NAD 83)
 GC2186_MARKER: 41 = ANTENNA MAST
 GC2186
 GC2186  HISTORY     - Date     Condition        Report By
 GC2186  HISTORY     - 1961     FIRST OBSERVED   TNHD
 GC2186
 GC2186                          STATION DESCRIPTION
 GC2186
 GC2186'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2186'THE STATION IS THE POINT AT THE TOP OF A THREE LEGGED STEEL MAST,
 GC2186'LOCATED 2 MILES EAST OF GALLATIN ON U.S. HIGHWAY 25 AT THE
 GC2186'TENNESSEE HIGHWAY DEPARTMENT GARAGE.  THE TOWER IS 135 FEET HIGH AND
 GC2186'IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2180 ***********************************************************************
 GC2180  DESIGNATION -  GALLATIN TVA POWER PLT SW STK
 GC2180  PID         -  GC2180
 GC2180  STATE/COUNTY-  TN/SUMNER
 GC2180  USGS QUAD   -  LAGUARDO (1983)
 GC2180
 GC2180                         *CURRENT SURVEY CONTROL
 GC2180  ___________________________________________________________________
 GC2180* NAD 83(1995)-  36 18 54.52940(N)    086 24 03.65561(W)     ADJUSTED  
 GC2180* NAVD 88     -                                                        
 GC2180  ___________________________________________________________________
 GC2180  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 GC2180  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2180
 GC2180  HORZ ORDER  -  THIRD
 GC2180
 GC2180.The horizontal coordinates were established by classical geodetic methods
 GC2180.and adjusted by the National Geodetic Survey in April 1999..
 GC2180
 GC2180
 GC2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2180
 GC2180.The geoid height was determined by GEOID03.
 GC2180
 GC2180;                    North         East     Units Scale Factor Converg.
 GC2180;SPC TN       -   219,957.343   563,988.066   MT  0.99998357   -0 14 05.2
 GC2180;SPC TN       -   721,643.38  1,850,350.85   sFT  0.99998357   -0 14 05.2
 GC2180;UTM  16      - 4,019,070.245   553,769.741   MT  0.99963562   +0 21 17.1
 GC2180
 GC2180                          SUPERSEDED SURVEY CONTROL
 GC2180
 GC2180  NAD 83(1995)-  36 18 54.53238(N)    086 24 03.65807(W) AD(       ) 4
 GC2180  NAD 83(1995)-  36 18 54.53486(N)    086 24 03.65970(W) AD(       ) 4
 GC2180  NAD 83(1986)-  36 18 54.54018(N)    086 24 03.65874(W) AD(       ) 4
 GC2180  NAD 27      -  36 18 54.36000(N)    086 24 03.68400(W) AD(       ) 3
 GC2180
 GC2180.Superseded values are not recommended for survey control.
 GC2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2180.See file dsdata.txt to determine how the superseded data were derived.
 GC2180
 GC2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5377019070(NAD 83)
 GC2180_MARKER: 63 = STACK
 GC2180
 GC2180  HISTORY     - Date     Condition        Report By
 GC2180  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2180
 GC2180                          STATION DESCRIPTION
 GC2180
 GC2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2180'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF LEBANON AND ABOUT 6
 GC2180'MILES SOUTH OF GALLATIN.
 GC2180'
 GC2180'TO REACH THE STATION FROM THE POST OFFICE IN GALLATIN, GO NORTH, ON
 GC2180'U.S. HIGHWAY 31E FOR 0.45 MILE TO THE JUNCTION OF STATE HIGHWAY
 GC2180'25.  KEEP RIGHT, EAST, ON STATE HIGHWAY 25 FOR 0.2 MILE TO A SIDE
 GC2180'ROAD RIGHT AND SIGN GALLATIN STEAM PLANT 6 MILES.  TURN RIGHT, ON
 GC2180'A HARD SURFACE ROAD AND GO SOUTHERLY FOR 5.75 MILES TO THE STATION.
 GC2180'
 GC2180'THE STACK IS 40 FEET IN DIAMETER AT THE BASE AND 25 FEET IN DIAMETER
 GC2180'AT THE TOP AND THE OVER-ALL
 GC2180'HEIGHT IS 500 FEET.  THERE ARE RED AND WHITE RINGS PAINTED AROUND THE
 GC2180'STACK NEAR THE TOP.  THE TOP AND CENTER WAS THE POINT
 GC2180'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2526 ***********************************************************************
 FE2526  DESIGNATION -  GALLAWAY
 FE2526  PID         -  FE2526
 FE2526  STATE/COUNTY-  TN/FAYETTE
 FE2526  USGS QUAD   -  GALLAWAY (1981)
 FE2526
 FE2526                         *CURRENT SURVEY CONTROL
 FE2526  ___________________________________________________________________
 FE2526* NAD 83(1995)-  35 21 27.95063(N)    089 36 04.34066(W)     ADJUSTED  
 FE2526* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 FE2526  ___________________________________________________________________
 FE2526  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FE2526  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2526
 FE2526  HORZ ORDER  -  SECOND
 FE2526
 FE2526.The horizontal coordinates were established by classical geodetic methods
 FE2526.and adjusted by the National Geodetic Survey in April 1999..
 FE2526
 FE2526.The orthometric height was scaled from a topographic map.
 FE2526
 FE2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2526
 FE2526.The geoid height was determined by GEOID03.
 FE2526
 FE2526;                    North         East     Units Scale Factor Converg.
 FE2526;SPC TN       -   119,681.610   272,769.323   MT  0.99998273   -2 06 29.8
 FE2526;SPC TN       -   392,655.42    894,910.69   sFT  0.99998273   -2 06 29.8
 FE2526;UTM  16      - 3,915,824.890   263,646.399   MT  1.00028849   -1 30 21.5
 FE2526
 FE2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2526!SPC TN       -   0.99998467  x   0.99998273  =   0.99996740
 FE2526!UTM  16      -   0.99998467  x   1.00028849  =   1.00027316
 FE2526
 FE2526|---------------------------------------------------------------------|
 FE2526| PID    Reference Object                     Distance      Geod. Az  |
 FE2526|                                                           dddmmss.s |
 FE2526| CG4088 GALLAWAY RM 1                        28.737 METERS 08740     |
 FE2526| CG4087 GALLAWAY AZ MK                                     1610949.7 |
 FE2526| CG4089 GALLAWAY RM 2                        25.787 METERS 18451     |
 FE2526|---------------------------------------------------------------------|
 FE2526
 FE2526                          SUPERSEDED SURVEY CONTROL
 FE2526
 FE2526  NAD 83(1995)-  35 21 27.95643(N)    089 36 04.34078(W) AD(       ) 2
 FE2526  NAD 83(1986)-  35 21 27.96248(N)    089 36 04.34133(W) AD(       ) 2
 FE2526  NAD 27      -  35 21 27.65770(N)    089 36 04.06130(W) AD(       ) 2
 FE2526
 FE2526.Superseded values are not recommended for survey control.
 FE2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2526.See file dsdata.txt to determine how the superseded data were derived.
 FE2526
 FE2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6364615825(NAD 83)
 FE2526_MARKER: DS = TRIANGULATION STATION DISK
 FE2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2526
 FE2526  HISTORY     - Date     Condition        Report By
 FE2526  HISTORY     - 1958     MONUMENTED       CGS
 FE2526  HISTORY     - 1958     GOOD             CGS
 FE2526
 FE2526                          STATION DESCRIPTION
 FE2526
 FE2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2526'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ARLINGTON, ABOUT 5
 FE2526'1/2 MILES SOUTHWEST OF MASON AND ON THE NORTHWEST EDGE OF THE
 FE2526'GRIFFIN SCHOOL PLAYGROUND.  IT IS 158.9 FEET NORTHWEST OF THE
 FE2526'NORTHWEST CORNER OF A FRAME SCHOOL BUILDING, 42 FEET EAST OF THE
 FE2526'CENTERLINE OF A GRAVELED ROAD AND 38 FEET SOUTHWEST OF A 10 INCH GUM
 FE2526'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GALLAWAY
 FE2526'1957.
 FE2526'
 FE2526'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND U.S.
 FE2526'HIGHWAYS 70 AND 79 IN MASON, GO SOUTHWEST ON HIGHWAYS 70 AND
 FE2526'79 FOR 5.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 FE2526'THE GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE2526'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A FRAME SCHOOL
 FE2526'STRAIGHT AHEAD AND THE POINT WHERE THE ROAD TURNS A SHARP LEFT.
 FE2526'CONTINUE NORTH ACROSS THE SCHOOL GROUND FOR 0.1 MILE TO THE NORTHWEST
 FE2526'EDGE OF THE SCHOOL GROUND AND THE STATION AS DESCRIBED.
 FE2526'
 FE2526'REFERENCE MARK 1 IS 134 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FE2526'SCHOOL AND SET AT THE NORTH EDGE OF THE PLAYGROUND.  THE MONUMENT
 FE2526'IS FLUSH AND THE DISK IS STAMPED GALLAWAY NO 1 1957.
 FE2526'
 FE2526'REFERENCE MARK 2 IS 107 FEET WEST OF THE NORTHWEST CORNER OF THE
 FE2526'SCHOOL AND 46 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2526'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GALLAWAY NO 2
 FE2526'1957.
 FE2526'
 FE2526'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE2526'ROAD, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 FE2526'NORTH-SOUTH FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE2526'STAMPED GALLAWAY 1957.
 FE2526'
 FE2526'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2526
 FE2526                          STATION RECOVERY (1958)
 FE2526
 FE2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2526'THE STATION, REFERENCE NO. 1, REFERENCE NO. 2, AND THE AZIMUTH WERE
 FE2526'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 FE2526'DESCRIPTION IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0505 ***********************************************************************
 FF0505  DESIGNATION -  GALLOWAY
 FF0505  PID         -  FF0505
 FF0505  STATE/COUNTY-  TN/SHELBY
 FF0505  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0505
 FF0505                         *CURRENT SURVEY CONTROL
 FF0505  ___________________________________________________________________
 FF0505* NAD 83(1995)-  35 09 02.84741(N)    090 00 15.00586(W)     ADJUSTED  
 FF0505* NAVD 88     -        82.416  (meters)     270.39   (feet)  ADJUSTED  
 FF0505  ___________________________________________________________________
 FF0505  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FF0505  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0505  DYNAMIC HT  -          82.341 (meters)     270.15  (feet)  COMP
 FF0505  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 FF0505
 FF0505  HORZ ORDER  -  SECOND
 FF0505  VERT ORDER  -  SECOND    CLASS 0
 FF0505
 FF0505.The horizontal coordinates were established by classical geodetic methods
 FF0505.and adjusted by the National Geodetic Survey in April 1999..
 FF0505
 FF0505.The orthometric height was determined by differential leveling
 FF0505.and adjusted by the National Geodetic Survey in June 1991..
 FF0505
 FF0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0505
 FF0505.The geoid height was determined by GEOID03.
 FF0505
 FF0505.The dynamic height is computed by dividing the NAVD 88
 FF0505.geopotential number by the normal gravity value computed on the
 FF0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0505.degrees latitude (g = 980.6199 gals.).
 FF0505
 FF0505.The modeled gravity was interpolated from observed gravity values.
 FF0505
 FF0505;                    North         East     Units Scale Factor Converg.
 FF0505;SPC TN       -    98,160.837   235,233.506   MT  1.00001899   -2 20 39.1
 FF0505;SPC TN       -   322,049.35    771,761.93   sFT  1.00001899   -2 20 39.1
 FF0505;SPC AR N     -    92,533.047   581,842.019   MT  0.99996437   +1 09 40.9
 FF0505;SPC AR N     -   303,585.51  1,908,926.69   sFT  0.99996437   +1 09 40.9
 FF0505;UTM  15      - 3,893,875.433   772,914.399   MT  1.00051804   +1 43 33.1
 FF0505;UTM  16      - 3,893,898.355   226,325.918   MT  1.00052316   -1 43 50.4
 FF0505
 FF0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0505!SPC TN       -   0.99999135  x   1.00001899  =   1.00001034
 FF0505!SPC AR N     -   0.99999135  x   0.99996437  =   0.99995572
 FF0505!UTM  15      -   0.99999135  x   1.00051804  =   1.00050938
 FF0505!UTM  16      -   0.99999135  x   1.00052316  =   1.00051450
 FF0505
 FF0505|---------------------------------------------------------------------|
 FF0505| PID    Reference Object                     Distance      Geod. Az  |
 FF0505|                                                           dddmmss.s |
 FF0505| FF0506 TS O 1                              265.563 METERS 00910     |
 FF0505| FF0504 TS N 1                              262.310 METERS 18636     |
 FF0505| FF1976 SEARS                               APPROX. 0.9 KM 2833122.1 |
 FF0505|---------------------------------------------------------------------|
 FF0505
 FF0505                          SUPERSEDED SURVEY CONTROL
 FF0505
 FF0505  NAD 83(1995)-  35 09 02.84980(N)    090 00 15.00540(W) AD(       ) 2
 FF0505  NAD 83(1995)-  35 09 02.85293(N)    090 00 15.00536(W) AD(       ) 2
 FF0505  NAD 83(1986)-  35 09 02.85777(N)    090 00 15.00701(W) AD(       ) 2
 FF0505  NAD 27      -  35 09 02.53530(N)    090 00 14.68140(W) AD(       ) 2
 FF0505  NGVD 29 (??/??/??)   82.388  (m)          270.30   (f) ADJUSTED    2 0
 FF0505
 FF0505.Superseded values are not recommended for survey control.
 FF0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0505.See file dsdata.txt to determine how the superseded data were derived.
 FF0505
 FF0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7291493875(NAD 83)
 FF0505_MARKER: DE = TRAVERSE STATION DISK
 FF0505_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FF0505_SP_SET: OBJECT IMBEDDED IN GROUND
 FF0505_STAMPING: GALLOWAY 1959
 FF0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0505+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0505
 FF0505  HISTORY     - Date     Condition        Report By
 FF0505  HISTORY     - 1959     MONUMENTED       CGS
 FF0505  HISTORY     - 1959     GOOD             CGS
 FF0505  HISTORY     - 1989     GOOD             USPSQD
 FF0505  HISTORY     - 19940808 GOOD             TN1620
 FF0505  HISTORY     - 20021024 GOOD             USACE
 FF0505
 FF0505                          STATION DESCRIPTION
 FF0505
 FF0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0505'THE STATION IS LOCATED IN THE NORTHWEST PART OF MEMPHIS,
 FF0505'ABOUT 6 BLOCKS EAST OF SEARS, ROEBUCK AND COMPANY, AT THE
 FF0505'INTERSECTION OF GALLOWAY AVENUE AND DICKINSON STREET.
 FF0505'
 FF0505'THE STATION IS A STANDARD TRAVERSE DISK STAMPED GALLOWAY
 FF0505'1959, EMBEDDED IN A MASS OF CONCRETE, FLUSH WITH THE PAVED
 FF0505'ROAD.  IT IS 37.5 FEET WEST OF A LAMP POST, 31.5 FEET
 FF0505'SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF GALLOWAY
 FF0505'AVENUE AND DICKINSON STREET AND 28.5 FEET EAST-SOUTHEAST OF A
 FF0505'FIRE PLUG.
 FF0505
 FF0505                          STATION RECOVERY (1959)
 FF0505
 FF0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0505'IN MEMPHIS.
 FF0505'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF MEMPHIS, ABOUT
 FF0505'6 BLOCKS EAST OF SEARS, ROEBUCK AND COMPANY, AT THE INTERSECTION
 FF0505'OF GALLOWAY AVENUE AND DICKINSON STREET.  THE STATION IS A STANDARD
 FF0505'STATION TRAVERS DISK EMBEDDED IN A MASS OF CONCRETE, FLUSH WITH
 FF0505'THE PAVED ROAD.  IT IS 37.5 FEET WEST OF A LAMP POST, 31.5 FEET
 FF0505'SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF GALLOWAY
 FF0505'AVENUE AND DICKINSON STREET AND 28.5 FEET EAST-SOUTHEAST OF A FIRE
 FF0505'PLUG.
 FF0505
 FF0505                          STATION RECOVERY (1989)
 FF0505
 FF0505'RECOVERY NOTE BY US POWER SQUADRON 1989 (FN)
 FF0505'RECOVERED IN GOOD CONDITION.
 FF0505
 FF0505                          STATION RECOVERY (1994)
 FF0505
 FF0505'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0505'RECOVERED IN GOOD CONDITION.
 FF0505
 FF0505                          STATION RECOVERY (2002)
 FF0505
 FF0505'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2115 ***********************************************************************
 GA2115  DESIGNATION -  GAP
 GA2115  PID         -  GA2115
 GA2115  STATE/COUNTY-  TN/GRAINGER
 GA2115  USGS QUAD   -  AVONDALE (1979)
 GA2115
 GA2115                         *CURRENT SURVEY CONTROL
 GA2115  ___________________________________________________________________
 GA2115* NAD 83(1995)-  36 21 00.32697(N)    083 23 50.67711(W)     ADJUSTED  
 GA2115* NAVD 88     -       604.473  (meters)    1983.18   (feet)  ADJUSTED  
 GA2115  ___________________________________________________________________
 GA2115  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 GA2115  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2115  DYNAMIC HT  -         603.904 (meters)    1981.31  (feet)  COMP
 GA2115  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 GA2115
 GA2115  HORZ ORDER  -  SECOND
 GA2115  VERT ORDER  -  SECOND    CLASS 0
 GA2115
 GA2115.The horizontal coordinates were established by classical geodetic methods
 GA2115.and adjusted by the National Geodetic Survey in April 1999..
 GA2115
 GA2115.The orthometric height was determined by differential leveling
 GA2115.and adjusted by the National Geodetic Survey in June 1991..
 GA2115
 GA2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2115
 GA2115.The geoid height was determined by GEOID03.
 GA2115
 GA2115.The dynamic height is computed by dividing the NAVD 88
 GA2115.geopotential number by the normal gravity value computed on the
 GA2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2115.degrees latitude (g = 980.6199 gals.).
 GA2115
 GA2115.The modeled gravity was interpolated from observed gravity values.
 GA2115
 GA2115;                    North         East     Units Scale Factor Converg.
 GA2115;SPC TN       -   226,867.114   833,587.407   MT  0.99998887   +1 31 25.2
 GA2115;SPC TN       -   744,313.19  2,734,861.35   sFT  0.99998887   +1 31 25.2
 GA2115;UTM  17      - 4,025,448.425   284,867.323   MT  1.00017027   -1 25 17.5
 GA2115
 GA2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2115!SPC TN       -   0.99991000  x   0.99998887  =   0.99989887
 GA2115!UTM  17      -   0.99991000  x   1.00017027  =   1.00008025
 GA2115
 GA2115:                Primary Azimuth Mark                     Grid Az
 GA2115:SPC TN       -  CHURCH                                   139 01 25.3
 GA2115:UTM  17      -  CHURCH                                   141 58 08.0
 GA2115
 GA2115|---------------------------------------------------------------------|
 GA2115| PID    Reference Object                     Distance      Geod. Az  |
 GA2115|                                                           dddmmss.s |
 GA2115| GA3522 CHURCH                              APPROX. 1.4 KM 1403250.5 |
 GA2115|---------------------------------------------------------------------|
 GA2115
 GA2115                          SUPERSEDED SURVEY CONTROL
 GA2115
 GA2115  NAD 83(1995)-  36 21 00.33043(N)    083 23 50.68029(W) AD(       ) 2
 GA2115  NAD 83(1995)-  36 21 00.33449(N)    083 23 50.67226(W) AD(       ) 2
 GA2115  NAD 83(1995)-  36 21 00.33388(N)    083 23 50.67955(W) AD(       ) 2
 GA2115  NAD 83(1986)-  36 21 00.33613(N)    083 23 50.67947(W) AD(       ) 2
 GA2115  NAD 27      -  36 21 00.01565(N)    083 23 51.04723(W) AD(       ) 2
 GA2115  NGVD 29 (??/??/92)  604.581  (m)         1983.53   (f) ADJ UNCH    2 0
 GA2115
 GA2115.Superseded values are not recommended for survey control.
 GA2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2115.See file dsdata.txt to determine how the superseded data were derived.
 GA2115
 GA2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8486725448(NAD 83)
 GA2115_MARKER: DD = SURVEY DISK
 GA2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2115_SP_SET: SQUARE CONCRETE MONUMENT
 GA2115_STAMPING: GAP 1963
 GA2115_MARK LOGO: TNGS  
 GA2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2115+STABILITY: SURFACE MOTION
 GA2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA2115+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1987
 GA2115
 GA2115  HISTORY     - Date     Condition        Report By
 GA2115  HISTORY     - 1963     MONUMENTED       TNHD
 GA2115  HISTORY     - 1963     GOOD             TNGS
 GA2115  HISTORY     - 19870514 GOOD             TNDT
 GA2115
 GA2115                          STATION DESCRIPTION
 GA2115
 GA2115'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2115'THE STATION IS LOCATED AT THE CLINCH MOUNTAIN GAP OF U.S. HIGHWAY
 GA2115'25E.
 GA2115'
 GA2115'TO REACH THE STATION FROM THE POST OFFICE AT BEAN STATION, GO WEST ON
 GA2115'U. S.  HIGHWAY 11W FOR
 GA2115'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25E ON THE
 GA2115'RIGHT, TURN RIGHT AND GO 7.8 MILES
 GA2115'NORTHWESTERLY TO THE CLINCH
 GA2115'MOUNTAIN GAP AND THE STATION ON THE LEFT AS
 GA2115'DESCRIBED.
 GA2115'
 GA2115'THE STATION IS 77 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GA2115'HIGHWAY 25E, 77 FEET
 GA2115'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CLINCH MOUNTAIN
 GA2115'CAFE, AND 4 FEET NORTH OF
 GA2115'A WITNESS POST SET IN A FENCE LINE.  THE
 GA2115'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA2115'TENNESSEE HIGHWAY
 GA2115'DEPARTMENT DISKS AND ARE STAMPED GAP 1963.  THE UNDERGROUND
 GA2115'MARK IS ABOUT 30
 GA2115'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2115'10-INCH SQUARE CONCRETE
 GA2115'MONUMENT WHICH IS FLUSH WITH THE ASPHALT.
 GA2115'
 GA2115'NO REFERENCE MARKS COULD BE POURED AT THIS STATIN SITE.
 GA2115'
 GA2115'THE TRAVERSE STATION CHURCH WILL SERVE AS THE AZIMUTH MARK.
 GA2115'
 GA2115'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2115
 GA2115                          STATION RECOVERY (1963)
 GA2115
 GA2115'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2115'10 MI NW FROM BEAN STATION.
 GA2115'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY
 GA2115'11W FOR 2.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 25E ON THE
 GA2115'RIGHT.  TURN RIGHT AND GO NORTHWEST ON U.S. HIGHWAY 25E FOR
 GA2115'7.8 MILES TO CLINCH MOUNTAIN GAP AND THE STATION ON THE LEFT.
 GA2115'THE STATION MARK IS 77 FEET SOUTHWEST OF THE CENTERLINE OF
 GA2115'U.S. HIGHWAY 25E, 77 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GA2115'THE CLINCH MOUNTAIN CAFE AND 4 FEET NORTH OF A WITNESS POST
 GA2115'SET IN A FENCE LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2115'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT WHICH
 GA2115'IS FLUSH WITH THE ASPHALT SURFACE.
 GA2115
 GA2115                          STATION RECOVERY (1987)
 GA2115
 GA2115'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GA2115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1470 ***********************************************************************
 FD1470  DESIGNATION -  GAR
 FD1470  PID         -  FD1470
 FD1470  STATE/COUNTY-  TN/MARSHALL
 FD1470  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD1470
 FD1470                         *CURRENT SURVEY CONTROL
 FD1470  ___________________________________________________________________
 FD1470* NAD 83(1995)-  35 28 34.57929(N)    086 53 46.13068(W)     ADJUSTED  
 FD1470* NAVD 88     -       310.0    (meters)    1017.     (feet)  VERTCON   
 FD1470  ___________________________________________________________________
 FD1470  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 FD1470  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD1470
 FD1470  HORZ ORDER  -  SECOND
 FD1470
 FD1470.The horizontal coordinates were established by classical geodetic methods
 FD1470.and adjusted by the National Geodetic Survey in April 1999..
 FD1470
 FD1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1470
 FD1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1470
 FD1470.The geoid height was determined by GEOID03.
 FD1470
 FD1470;                    North         East     Units Scale Factor Converg.
 FD1470;SPC TN       -   127,180.710   518,672.944   MT  0.99996778   -0 31 28.7
 FD1470;SPC TN       -   417,258.71  1,701,679.48   sFT  0.99996778   -0 31 28.7
 FD1470;UTM  16      - 3,925,866.857   509,421.484   MT  0.99960109   +0 03 37.0
 FD1470
 FD1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1470!SPC TN       -   0.99995570  x   0.99996778  =   0.99992349
 FD1470!UTM  16      -   0.99995570  x   0.99960109  =   0.99955681
 FD1470
 FD1470|---------------------------------------------------------------------|
 FD1470| PID    Reference Object                     Distance      Geod. Az  |
 FD1470|                                                           dddmmss.s |
 FD1470| CG5849 GAR RM 1                             10.844 METERS 11218     |
 FD1470| FD0367 MACK                                APPROX. 3.2 KM 1662318.7 |
 FD1470| CG5850 GAR RM 2                             10.643 METERS 35406     |
 FD1470|---------------------------------------------------------------------|
 FD1470
 FD1470                          SUPERSEDED SURVEY CONTROL
 FD1470
 FD1470  NAD 83(1995)-  35 28 34.58241(N)    086 53 46.13239(W) AD(       ) 2
 FD1470  NAD 83(1995)-  35 28 34.58257(N)    086 53 46.13238(W) AD(       ) 2
 FD1470  NAD 83(1986)-  35 28 34.58931(N)    086 53 46.13154(W) AD(       ) 2
 FD1470  NAD 27      -  35 28 34.32640(N)    086 53 46.12560(W) AD(       ) 2
 FD1470  NGVD 29 (07/19/86)  310.0    (m)         1017.     (f) VERT ANG       
 FD1470
 FD1470.Superseded values are not recommended for survey control.
 FD1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1470.See file dsdata.txt to determine how the superseded data were derived.
 FD1470
 FD1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0942125867(NAD 83)
 FD1470_MARKER: DE = TRAVERSE STATION DISK
 FD1470_SETTING: 80 = SET IN A BOULDER
 FD1470_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FD1470
 FD1470  HISTORY     - Date     Condition        Report By
 FD1470  HISTORY     - 1960     MONUMENTED       CGS
 FD1470
 FD1470                          STATION DESCRIPTION
 FD1470
 FD1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1470'THE STATION IS LOCATED ABOUT 5 MILES WEST OF LEWISBURG AND ABOUT 2
 FD1470'MILES SOUTH OF THE SMALL
 FD1470'SETTLEMENT OF BRYANT.
 FD1470'
 FD1470'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND
 FD1470'50A IN THE WEST PART OF
 FD1470'LEWISBURG, GO WEST ON STATE HIGHWAY 50A FOR 4.3 MILES TO AN
 FD1470'OIL ROAD ON THE RIGHT.  TURN
 FD1470'RIGHT, GO WEST AND NORTH ON THE OIL ROAD
 FD1470'FOR 2.7 MILES TO A DRIVEWAY ON THE LEFT.  TURN
 FD1470'LEFT, WEST, AND GO 0.5
 FD1470'MILE TO K C GARRETTS RESIDENCE.  GO SOUTH THROUGH A WOODEN GATE
 FD1470'FOR 0.15 MILE TO
 FD1470'A LARGE ELM TREE AND THE END OF TRUCK TRAVEL FOR A
 FD1470'2-WHEEL DRIVE.  A 4-WHEEL DRIVE
 FD1470'MAY BE DRIVEN SOUTHWEST, PICKING WAY
 FD1470'UP HILL, FOR 0.1 MILE TO THE SUMMIT AND THE
 FD1470'STATION.
 FD1470'
 FD1470'THE STATION IS SET ON THE HIGHEST POINT NEAR THE CENTER OF THE HILL,
 FD1470'9.5 FEET WEST OF A WITNESS
 FD1470'POST.  IT IS A STANDARD TRAVERSE DISK SET FLUSH IN
 FD1470'A DRILL HOLE IN A BOULDER AND
 FD1470'STAMPED GAR 1960.
 FD1470'
 FD1470'REFERENCE MARK NO 1 IS SET ON THE EAST SLOPE OF THE HILL ABOUT 2 FEET
 FD1470'LOWER THAN THE STATION
 FD1470'AND 26.0 FEET EAST OF A WITNESS POST.  IT IS A
 FD1470'STANDARD DISK SET IN A DRILL HOLE
 FD1470'IN OUTCROPPING BEDROCK AND STAMPED
 FD1470'GAR NO 1 1960.
 FD1470'
 FD1470'REFERENCE MARK NO 2 IS SET ON THE NORTH EDGE OF THE HILL ABOUT THE
 FD1470'SAME ELEVATION AS
 FD1470'THE STATION, 34.5 FEET NORTH OF A WITNESS POST.  IT IS A
 FD1470'STANDARD DISK SET FLUSH IN A
 FD1470'DRILL HOLE IN OUTCROPPING BEDROCK AND
 FD1470'STAMPED GAR NO 2 1960.
 FD1470'
 FD1470'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD1470'61.0 FEET.
 FD1470'
 FD1470'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 FD1470'STATION MACK WAS USED AS
 FD1470'THE AZIMUTH MARK, SEE DESCRIPTION THEREOF.
 FD1470'
 FD1470'HEIGHT OF LIGHT ABOVE STATION MARK 14.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0778 ***********************************************************************
 FD0778  DESIGNATION -  GARAGE
 FD0778  PID         -  FD0778
 FD0778  STATE/COUNTY-  TN/MAURY
 FD0778  USGS QUAD   -  COLUMBIA (1989)
 FD0778
 FD0778                         *CURRENT SURVEY CONTROL
 FD0778  ___________________________________________________________________
 FD0778* NAD 83(1995)-  35 36 13.54762(N)    087 05 36.77029(W)     ADJUSTED  
 FD0778* NAVD 88     -       211.951  (meters)     695.38   (feet)  ADJUSTED  
 FD0778  ___________________________________________________________________
 FD0778  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 FD0778  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0778  DYNAMIC HT  -         211.763 (meters)     694.76  (feet)  COMP
 FD0778  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FD0778
 FD0778  HORZ ORDER  -  SECOND
 FD0778  VERT ORDER  -  SECOND    CLASS 0
 FD0778
 FD0778.The horizontal coordinates were established by classical geodetic methods
 FD0778.and adjusted by the National Geodetic Survey in April 1999..
 FD0778
 FD0778.The orthometric height was determined by differential leveling
 FD0778.and adjusted by the National Geodetic Survey in June 1991..
 FD0778
 FD0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0778
 FD0778.The geoid height was determined by GEOID03.
 FD0778
 FD0778.The dynamic height is computed by dividing the NAVD 88
 FD0778.geopotential number by the normal gravity value computed on the
 FD0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0778.degrees latitude (g = 980.6199 gals.).
 FD0778
 FD0778.The modeled gravity was interpolated from observed gravity values.
 FD0778
 FD0778;                    North         East     Units Scale Factor Converg.
 FD0778;SPC TN       -   141,506.601   500,917.257   MT  0.99995644   -0 38 24.7
 FD0778;SPC TN       -   464,259.57  1,643,426.03   sFT  0.99995644   -0 38 24.7
 FD0778;UTM  16      - 3,940,005.483   491,526.829   MT  0.99960088   -0 03 16.1
 FD0778
 FD0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0778!SPC TN       -   0.99997112  x   0.99995644  =   0.99992756
 FD0778!UTM  16      -   0.99997112  x   0.99960088  =   0.99957201
 FD0778
 FD0778:                Primary Azimuth Mark                     Grid Az
 FD0778:SPC TN       -  COLUMBIA                                 071 31 06.3
 FD0778:UTM  16      -  COLUMBIA                                 070 55 57.7
 FD0778
 FD0778|---------------------------------------------------------------------|
 FD0778| PID    Reference Object                     Distance      Geod. Az  |
 FD0778|                                                           dddmmss.s |
 FD0778| FD0713 COLUMBIA                            APPROX. 4.7 KM 0705241.6 |
 FD0778| FD0777 GARAGE RM 1                          25.862 METERS 15559     |
 FD0778| FD0779 GARAGE RM 2                          31.660 METERS 32429     |
 FD0778| FD0780 GARAGE AZ MK                                       3381326.6 |
 FD0778|---------------------------------------------------------------------|
 FD0778
 FD0778                          SUPERSEDED SURVEY CONTROL
 FD0778
 FD0778  NAD 83(1995)-  35 36 13.55041(N)    087 05 36.77250(W) AD(       ) 2
 FD0778  NAD 83(1986)-  35 36 13.55861(N)    087 05 36.77220(W) AD(       ) 2
 FD0778  NAD 27      -  35 36 13.29900(N)    087 05 36.75020(W) AD(       ) 2
 FD0778  NGVD 29 (??/??/92)  211.937  (m)          695.33   (f) ADJ UNCH    2 0
 FD0778
 FD0778.Superseded values are not recommended for survey control.
 FD0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0778.See file dsdata.txt to determine how the superseded data were derived.
 FD0778
 FD0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9152740005(NAD 83)
 FD0778_MARKER: DD = SURVEY DISK
 FD0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0778_STAMPING: GARAGE 1962
 FD0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0778+STABILITY: SURFACE MOTION
 FD0778
 FD0778  HISTORY     - Date     Condition        Report By
 FD0778  HISTORY     - 1962     MONUMENTED       TNHD
 FD0778  HISTORY     - 1963     GOOD             TNHD
 FD0778  HISTORY     - 1982     GOOD             TNDT
 FD0778  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0778
 FD0778                          STATION DESCRIPTION
 FD0778
 FD0778'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0778'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF COLUMBIA, 1 MILE
 FD0778'NORTH OF U S HIGHWAY 43 ON
 FD0778'STATE PROPERTY.
 FD0778'
 FD0778'THE STATION IS 75.5 FEET EAST OF THE NORTHEAST CORNER OF A BRICK
 FD0778'BUILDING, 30 FEET WEST OF
 FD0778'THE TOP EDGE OF A FILL.  THE SURFACE AND UNDERGROUND
 FD0778'MARKS ARE STANDARD TENNESSEE
 FD0778'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 FD0778'GARAGE 1962.  THE UNDERGROUND MARK IS ABOUT 30
 FD0778'INCHES BELOW THE
 FD0778'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0778'CONCRETE MONUMENT.
 FD0778'
 FD0778'REFERENCE MARK NO 1 IS 1.5 FEET NORTHWEST OF A 6-INCH ROUND GATE POST
 FD0778'AND 0.5 FEET SOUTH OF THE
 FD0778'NORTH EDGE OF A CONCRETE BLOCK.  IT IS A STANDARD
 FD0778'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0778'SET FLUSH IN A DRILLED HOLE IN A
 FD0778'2X2 FOOT CONCRETE BLOCK REINFORCING A METAL GATE
 FD0778'POST AND THE DISK IS
 FD0778'STAMPED GARAGE RM-1 1962.
 FD0778'
 FD0778'REFERENCE MARK NO 2 IS 83 FEET EAST OF THE CENTER OF A GATE AND 62
 FD0778'FEET NORTH OF THE
 FD0778'NORTHEAST CORNER OF A BRICK BUILDING.  IT IS A STANDARD
 FD0778'TENNESSEE HIGHWAY
 FD0778'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0778'CONCRETE MONUMENT AND THE DISK IS
 FD0778'STAMPED GARAGE RM-2 1962.
 FD0778'
 FD0778'THE AZIMUTH MARK IS 21 FEET EAST OF THE APPROXIMATE CENTER OF AN
 FD0778'OILED ROAD, 3 FEET SOUTH OF
 FD0778'POWER POLE NO 16, 2.2 FEET SOUTH OF A WITNESS POST AND
 FD0778'1.0 FOOT WEST OF A FENCE.  IT IS
 FD0778'A STANDARD TENNESSEE HIGHWAY
 FD0778'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0778'CONCRETE MONUMENT AND
 FD0778'THE DISK IS STAMPED GARAGE AZI 1962.
 FD0778'
 FD0778'TO REACH THE AZIMUTH MARK FROM THE SOUTH ENTRANCE OF THE COLUMBIA
 FD0778'STATE HIGHWAY GARAGE, GO
 FD0778'NORTH ON OILED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 FD0778'THE RIGHT.
 FD0778'
 FD0778'OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0778'
 FD0778'HEIGHT OF LIGHT ABOVE STATION MARK 22.26 METERS.
 FD0778
 FD0778                          STATION RECOVERY (1963)
 FD0778
 FD0778'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0778'3.5 MI SE FROM COLUMBIA.
 FD0778'FROM THE COURT HOUSE IN COLUMBIA, GO WEST FOR 0.6 MILE TO THE
 FD0778'JUNCTION OF U.S. HIGHWAY 43 AND STATE ROUTES 50 AND 99.  TURN
 FD0778'LEFT ON U.S. HIGHWAY 43 AND GO SOUTH FOR 3.4 MILES TO A PAVED
 FD0778'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO THE COLUMBIA
 FD0778'STATE HIGHWAY GARAGE.  THE STATION MARK IS LOCATED EAST OF THE
 FD0778'NORTHEAST END OF THE GARAGE BUILDING BOILER WING, 75.5 FEET EAST
 FD0778'OF THE NORTHEAST CORNER OF A SMALL BRICK BUILDING AND 30 FEET
 FD0778'WEST OF THE TOP EDGE OF A FILL.  THE STATION MARK IS A STANDARD
 FD0778'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FD0778'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0778
 FD0778                          STATION RECOVERY (1982)
 FD0778
 FD0778'RECOVERY NOTE BY TN DEPT OF TRANSP 1982 (DRM)
 FD0778'THE TO REACH DESCRIPTION IS ADEQUATE, HOWEVER THE AREA THE MARK IS IN
 FD0778'HAS CHANGED AND A NEW RECOVERY DESCRIPTION IS AS FOLLOWS--
 FD0778'
 FD0778'THE STATION IS 75.5 FT. EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE
 FD0778'MAIN GARAGE BUILDING. 32.0 FT. SOUTH A POWER LINE POLE IN THE YARD.
 FD0778'76.7 FT. NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL BRICK WING TO
 FD0778'THE MAIN GARAGE BUILDING. AND 18.8 FT. WEST OF A METAL GUARD RAIL
 FD0778'ON THE EDGE OF THE FILL AREA.  THE SURFACE MARK IS A STANDARD
 FD0778'TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED GARAGE 1962 AND SET IN
 FD0778'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS 1.5 FT.
 FD0778'BELOW THE SURFACE AND IS NOW COVERED OVER BY A SMALL SECTION OF
 FD0778'RAILROAD TIE AND FILLED OVER WITH DIRT.  PERMISSION TO UNCOVER THE
 FD0778'STATION CAN BE OBTAINED FROM THE GARAGE FORMAN ON THE PREMISES.
 FD0778'
 FD0778'RM 1 WAS RECOVERED AS ORIGINALLY DESCRIBED IN GOOD CONDITION.
 FD0778'
 FD0778'RM 2 IS COVERED OVER BY ABOUT 1.5 FT. OF OILED GRAVEL AND MAY STILL
 FD0778'BE THERE.  IT WAS NOT SEARCHED FOR THIS SURVEY.
 FD0778'
 FD0778'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE DISTANCE
 FD0778'TO THE AZI MARK FROM THE STATION IS VAGUE AND THE POLE LINE HAS BEEN
 FD0778'CHANGED.  NO WITNESS POST COULD BE FOUND.
 FD0778'
 FD0778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 FD0778'SOUTHWEST OF COLUMBIA.
 FD0778
 FD0778                          STATION RECOVERY (1983)
 FD0778
 FD0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0778'NOT RECOVERED, THE LOT AROUND THE GARAGE HAS BEEN PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1392 ***********************************************************************
 FB1392  DESIGNATION -  GARAGE 2
 FB1392  PID         -  FB1392
 FB1392  STATE/COUNTY-  TN/COCKE
 FB1392  USGS QUAD   -  NEWPORT (1992)
 FB1392
 FB1392                         *CURRENT SURVEY CONTROL
 FB1392  ___________________________________________________________________
 FB1392* NAD 83(1995)-  35 56 42.73403(N)    083 12 23.86883(W)     ADJUSTED  
 FB1392* NAVD 88     -       386.29   (meters)    1267.4    (feet)  RESET     
 FB1392  ___________________________________________________________________
 FB1392  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FB1392  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1392
 FB1392  HORZ ORDER  -  THIRD
 FB1392  VERT ORDER  -  THIRD
 FB1392
 FB1392.The horizontal coordinates were established by classical geodetic methods
 FB1392.and adjusted by the National Geodetic Survey in April 1999..
 FB1392.No horizontal observational check was made to the station.
 FB1392
 FB1392.The orthometric height was computed from unverified reset data.
 FB1392
 FB1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1392
 FB1392.The geoid height was determined by GEOID03.
 FB1392
 FB1392;                    North         East     Units Scale Factor Converg.
 FB1392;SPC TN       -   182,432.039   851,987.890   MT  0.99995028   +1 38 07.3
 FB1392;SPC TN       -   598,529.11  2,795,230.27   sFT  0.99995028   +1 38 07.3
 FB1392;UTM  17      - 3,980,121.245   300,968.744   MT  1.00008814   -1 17 44.7
 FB1392
 FB1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1392!SPC TN       -   0.99994420  x   0.99995028  =   0.99989448
 FB1392!UTM  17      -   0.99994420  x   1.00008814  =   1.00003233
 FB1392
 FB1392|---------------------------------------------------------------------|
 FB1392| PID    Reference Object                     Distance      Geod. Az  |
 FB1392|                                                           dddmmss.s |
 FB1392| DE5113 GARAGE 2 RM 3                         4.519 METERS 07354     |
 FB1392| FB1391 GARAGE                               32.757 METERS 21538     |
 FB1392| DE5112 GARAGE AZ MK                                       2153823.0 |
 FB1392| DE5114 GARAGE 2 RM 4                         7.407 METERS 31411     |
 FB1392|---------------------------------------------------------------------|
 FB1392
 FB1392                          SUPERSEDED SURVEY CONTROL
 FB1392
 FB1392  NAD 83(1995)-  35 56 42.73968(N)    083 12 23.87219(W) AD(       ) 3
 FB1392  NAD 83(1986)-  35 56 42.74551(N)    083 12 23.87095(W) AD(       ) 3
 FB1392  NAD 27      -  35 56 42.41094(N)    083 12 24.30903(W) AD(       ) 3
 FB1392
 FB1392.Superseded values are not recommended for survey control.
 FB1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1392.See file dsdata.txt to determine how the superseded data were derived.
 FB1392
 FB1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0096980121(NAD 83)
 FB1392_MARKER: DS = TRIANGULATION STATION DISK
 FB1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1392_STAMPING: GARAGE 2 1964
 FB1392_MARK LOGO: CGS   
 FB1392_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1392+STABILITY: SURFACE MOTION
 FB1392
 FB1392  HISTORY     - Date     Condition        Report By
 FB1392  HISTORY     - 1964     MONUMENTED       CGS
 FB1392  HISTORY     - 1964     GOOD             TNHD
 FB1392  HISTORY     - 1979     GOOD             NGS
 FB1392
 FB1392                          STATION DESCRIPTION
 FB1392
 FB1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JAG)
 FB1392'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF NEWPORT.
 FB1392'
 FB1392'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND CROSBY
 FB1392'ROAD IN THE WESTERN SECTION OF NEWPORT, GO SOUTH ON CROSBY ROAD
 FB1392'(STATE ROUTE 32) FOR 1.7 MILES TO A GRAVELED ROAD ON THE RIGHT AND
 FB1392'THE STATION.
 FB1392'
 FB1392'THE STATION MARK IS 36 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FB1392'THE HIGHWAY, 26 FEET NORTHEAST OF THE APPROXIMATE
 FB1392'CENTER OF THE GRAVELED ROAD, 9 FEET NORTH OF UTILITY POLE NO 412, 5
 FB1392'FEET SOUTHWEST OF AN EAST-WEST FENCE LINE, 5 FEET WEST OF A
 FB1392'CONCRETE HIGHWAY RIGHT-OF-WAY POST AND 3.4 FEET NORTH OF A WITNESS
 FB1392'POST. THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE
 FB1392'MONUMENT AND IS STAMPED GARAGE 2 1964.
 FB1392'
 FB1392'REFERENCE MARK NO. 3 IS 28 FEET NORTHWEST OF THE APPROXIMATE CENTER
 FB1392'OF THE HIGHWAY, 17 FEET NORTHEAST OF THE UTILITY POLE NO
 FB1392'412, 11 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST AND 5 FEET
 FB1392'SOUTHEAST OF A NORTH-SOUTH FENCE LINE. THE MARK IS A
 FB1392'STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT AND STAMPED GARAGE 2
 FB1392'NO 3 1964.
 FB1392'
 FB1392'REFERENCE MARK NO. 4 IS 28 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FB1392'OF THE GRAVELED ROAD AND 2 FEET SOUTHWEST OF AN EAST-WEST
 FB1392'FENCE LINE. THE MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE
 FB1392'MONUMENT AND STAMPED GARAGE 2 NO 4 1964.
 FB1392'
 FB1392'THE AZIMUTH MARK IS 35.5 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FB1392'HIGHWAY, 8 FEET SOUTHEAST OF THE DRIVEWAY TO THE TENNESSEE
 FB1392'HIGHWAY DEPARTMENT GARAGE, AND 1.9 FEET NORTH OF A WITNESS POST. THE
 FB1392'MARK IS A STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT AND
 FB1392'STAMPED GARAGE 1961.
 FB1392'
 FB1392'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON STATE
 FB1392'ROUTE 32 FOR 0.15 MILE TO THE SOUTH DRIVEWAY TO THE TENNESSEE
 FB1392'HIGHWAY DEPARTMENT GARAGE AND THE MARK ON THE SIDE OF THE HIGHWAY.
 FB1392'
 FB1392'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION GARAGE 1961
 FB1392'(NOW DESTROYED) AND THE NEW STATION GARAGE 2 IS 107.47 FEET
 FB1392'AND 32.757 METERS.
 FB1392
 FB1392                          STATION RECOVERY (1964)
 FB1392
 FB1392'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 FB1392'1.7 MI S FROM NEWPORT.
 FB1392'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 25W AND
 FB1392'70 AND STATE ROUTE 32 IN THE WESTERN SECTION OF NEWPORT, GO 1.7
 FB1392'MILES SOUTH ON STATE ROUTE 32 TO A GRAVELED ROAD AND THE STATION
 FB1392'ON THE WEST SIDE OF THE HIGHWAY.  THE STATION MARK IS 36 FEET
 FB1392'NORTHWEST OF THE APPROXIMATE CENTER OF THE HIGHWAY, 26 FEET
 FB1392'NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 9
 FB1392'FEET NORTH OF A UTILITY POLE 412, 5 FEET SOUTHWEST OF A EAST-WEST
 FB1392'FENCE LINE, 5 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST
 FB1392'AND 3.4 FEET NORTH OF A WITNESS POST.  THE DISK IS SET IN A
 FB1392'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FB1392
 FB1392                          STATION RECOVERY (1979)
 FB1392
 FB1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FB1392'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE FOUND IN
 FB1392'GOOD CONDITION.  REFERENCE MARK 3 WAS NOT FOUND AND IS ASSUMED
 FB1392'DESTROYED BY UTILITY CONSTRUCTION.  THE DISTANCE AND DIRECTION TO
 FB1392'REFERENCE MARK 4 CHECKED.  REFERENCE MARK 5 WAS SET.  THE DESCRIPTION
 FB1392'IS GOOD WITH THE FOLLOWING.
 FB1392'
 FB1392'REFERENCE MARK 4 IS 60 FEET NORTHWEST OF THE CENTERLINE OF STATE
 FB1392'HIGHWAY 32.
 FB1392'
 FB1392'REFERENCE MARK 5 IS 31 FEET SOUTHWEST OF THE CENTERLINE OF NEW CAVE
 FB1392'CHURCH ROAD AND 29 FEET NORTHWEST OF THE CENTERLINE OF THE
 FB1392'HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---GARAGE 2
 FB1392'1964 NO 5 1979---
 FB1392'
 FB1392'THE AZIMUTH MARK IS 36 FEET EAST OF A POWER POLE AND 42 FEET NORTH OF
 FB1392'A CULVERT OF A 16 INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0780 ***********************************************************************
 FD0780  DESIGNATION -  GARAGE AZ MK
 FD0780  PID         -  FD0780
 FD0780  STATE/COUNTY-  TN/MAURY
 FD0780  USGS QUAD   -  COLUMBIA (1989)
 FD0780
 FD0780                         *CURRENT SURVEY CONTROL
 FD0780  ___________________________________________________________________
 FD0780* NAD 83(1986)-  35 36 11.     (N)    087 05 39.     (W)     SCALED    
 FD0780* NAVD 88     -       209.228  (meters)     686.44   (feet)  ADJUSTED  
 FD0780  ___________________________________________________________________
 FD0780  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0780  DYNAMIC HT  -         209.043 (meters)     685.84  (feet)  COMP
 FD0780  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FD0780
 FD0780  VERT ORDER  -  SECOND    CLASS 0
 FD0780
 FD0780.The horizontal coordinates were scaled from a topographic map and have
 FD0780.an estimated accuracy of +/- 6 seconds.
 FD0780
 FD0780.The orthometric height was determined by differential leveling
 FD0780.and adjusted by the National Geodetic Survey in June 1991..
 FD0780
 FD0780.The geoid height was determined by GEOID03.
 FD0780
 FD0780.The dynamic height is computed by dividing the NAVD 88
 FD0780.geopotential number by the normal gravity value computed on the
 FD0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0780.degrees latitude (g = 980.6199 gals.).
 FD0780
 FD0780.The modeled gravity was interpolated from observed gravity values.
 FD0780
 FD0780;                    North         East    Units  Estimated Accuracy
 FD0780;SPC TN       -   141,430.      500,860.      MT  (+/- 180 meters Scaled)
 FD0780
 FD0780                          SUPERSEDED SURVEY CONTROL
 FD0780
 FD0780  NGVD 29 (??/??/92)  209.214  (m)          686.40   (f) ADJ UNCH    2 0
 FD0780
 FD0780.Superseded values are not recommended for survey control.
 FD0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0780.See file dsdata.txt to determine how the superseded data were derived.
 FD0780
 FD0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE914399(NAD 83)
 FD0780_MARKER: DD = SURVEY DISK
 FD0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0780_STAMPING: GARAGE AZI 1962
 FD0780_MARK LOGO: TNHD  
 FD0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0780+STABILITY: SURFACE MOTION
 FD0780
 FD0780  HISTORY     - Date     Condition        Report By
 FD0780  HISTORY     - 1962     MONUMENTED       TNHD
 FD0780  HISTORY     - 1963     GOOD             TNHD
 FD0780  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0780
 FD0780                          STATION DESCRIPTION
 FD0780
 FD0780'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0780'3.5 MI SE FROM COLUMBIA.
 FD0780'FROM THE COURT HOUSE IN COLUMBIA, GO WEST FOR 0.6 MILE TO THE
 FD0780'JUNCTION OF U.S. HIGHWAY 43 AND STATE ROUTES 50 AND 99.  TURN
 FD0780'LEFT ON U.S. HIGHWAY 43 AND GO SOUTH FOR 3.4 MILES TO A PAVED
 FD0780'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO THE COLUMBIA
 FD0780'STATE HIGHWAY GARAGE AND THE MARK ON THE RIGHT.  THE AZIMUTH MARK
 FD0780'IS 21 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 3 FEET SOUTH
 FD0780'OF POWER POLE NO. 16, 2.2 FEET SOUTH OF A WITNESS POST AND 1
 FD0780'FOOT WEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0780'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0780'FLUSH WITH THE GROUND.
 FD0780
 FD0780                          STATION RECOVERY (1983)
 FD0780
 FD0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0780'NOT RECOVERED DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0777 ***********************************************************************
 FD0777  DESIGNATION -  GARAGE RM 1
 FD0777  PID         -  FD0777
 FD0777  STATE/COUNTY-  TN/MAURY
 FD0777  USGS QUAD   -  COLUMBIA (1989)
 FD0777
 FD0777                         *CURRENT SURVEY CONTROL
 FD0777  ___________________________________________________________________
 FD0777* NAD 83(1986)-  35 36 13.     (N)    087 05 37.     (W)     SCALED    
 FD0777* NAVD 88     -       211.688  (meters)     694.51   (feet)  ADJUSTED  
 FD0777  ___________________________________________________________________
 FD0777  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0777  DYNAMIC HT  -         211.500 (meters)     693.90  (feet)  COMP
 FD0777  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FD0777
 FD0777  VERT ORDER  -  SECOND    CLASS 0
 FD0777
 FD0777.The horizontal coordinates were scaled from a topographic map and have
 FD0777.an estimated accuracy of +/- 6 seconds.
 FD0777
 FD0777.The orthometric height was determined by differential leveling
 FD0777.and adjusted by the National Geodetic Survey in June 1991..
 FD0777
 FD0777.The geoid height was determined by GEOID03.
 FD0777
 FD0777.The dynamic height is computed by dividing the NAVD 88
 FD0777.geopotential number by the normal gravity value computed on the
 FD0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0777.degrees latitude (g = 980.6199 gals.).
 FD0777
 FD0777.The modeled gravity was interpolated from observed gravity values.
 FD0777
 FD0777;                    North         East    Units  Estimated Accuracy
 FD0777;SPC TN       -   141,490.      500,910.      MT  (+/- 180 meters Scaled)
 FD0777
 FD0777                          SUPERSEDED SURVEY CONTROL
 FD0777
 FD0777  NGVD 29 (??/??/92)  211.673  (m)          694.46   (f) ADJ UNCH    2 0
 FD0777
 FD0777.Superseded values are not recommended for survey control.
 FD0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0777.See file dsdata.txt to determine how the superseded data were derived.
 FD0777
 FD0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE915399(NAD 83)
 FD0777_MARKER: DD = SURVEY DISK
 FD0777_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FD0777+WITH SETTING: PAVEMENT
 FD0777_STAMPING: GARAGE RM-1 1962
 FD0777_MARK LOGO: TNHD  
 FD0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0777+STABILITY: SURFACE MOTION
 FD0777
 FD0777  HISTORY     - Date     Condition        Report By
 FD0777  HISTORY     - 1962     MONUMENTED       TNHD
 FD0777  HISTORY     - 1963     GOOD             TNHD
 FD0777  HISTORY     - 1983     GOOD             NGS
 FD0777
 FD0777                          STATION DESCRIPTION
 FD0777
 FD0777'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0777'3.5 MI SE FROM COLUMBIA.
 FD0777'THIS MARK IS LOCATED AT THE GARAGE 1962 STATION SITE, 1.5 FEET
 FD0777'NORTHWEST OF A 6-INCH ROUND GATE POST, 0.5 FEET SOUTH OF THE NORTH
 FD0777'EDGE OF A CONCRETE BLOCK AND 85 FEET SOUTH OF THE STATION.  THE
 FD0777'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 FD0777'FLUSH IN A DRILLED HOLE IN A 2 X 2 FOOT CONCRETE BLOCK REINFORCING
 FD0777'A METAL GATE POST.
 FD0777
 FD0777                          STATION RECOVERY (1983)
 FD0777
 FD0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0777'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0779 ***********************************************************************
 FD0779  DESIGNATION -  GARAGE RM 2
 FD0779  PID         -  FD0779
 FD0779  STATE/COUNTY-  TN/MAURY
 FD0779  USGS QUAD   -  COLUMBIA (1989)
 FD0779
 FD0779                         *CURRENT SURVEY CONTROL
 FD0779  ___________________________________________________________________
 FD0779* NAD 83(1986)-  35 36 13.     (N)    087 05 37.     (W)     SCALED    
 FD0779* NAVD 88     -       212.421  (meters)     696.92   (feet)  ADJUSTED  
 FD0779  ___________________________________________________________________
 FD0779  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0779  DYNAMIC HT  -         212.233 (meters)     696.30  (feet)  COMP
 FD0779  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FD0779
 FD0779  VERT ORDER  -  SECOND    CLASS 0
 FD0779
 FD0779.The horizontal coordinates were scaled from a topographic map and have
 FD0779.an estimated accuracy of +/- 6 seconds.
 FD0779
 FD0779.The orthometric height was determined by differential leveling
 FD0779.and adjusted by the National Geodetic Survey in June 1991..
 FD0779
 FD0779.The geoid height was determined by GEOID03.
 FD0779
 FD0779.The dynamic height is computed by dividing the NAVD 88
 FD0779.geopotential number by the normal gravity value computed on the
 FD0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0779.degrees latitude (g = 980.6199 gals.).
 FD0779
 FD0779.The modeled gravity was interpolated from observed gravity values.
 FD0779
 FD0779;                    North         East    Units  Estimated Accuracy
 FD0779;SPC TN       -   141,490.      500,910.      MT  (+/- 180 meters Scaled)
 FD0779
 FD0779                          SUPERSEDED SURVEY CONTROL
 FD0779
 FD0779  NGVD 29 (??/??/92)  212.406  (m)          696.87   (f) ADJ UNCH    2 0
 FD0779
 FD0779.Superseded values are not recommended for survey control.
 FD0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0779.See file dsdata.txt to determine how the superseded data were derived.
 FD0779
 FD0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE915399(NAD 83)
 FD0779_MARKER: DD = SURVEY DISK
 FD0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0779_STAMPING: GARAGE RM-2 1962
 FD0779_MARK LOGO: TNHD  
 FD0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0779+STABILITY: SURFACE MOTION
 FD0779
 FD0779  HISTORY     - Date     Condition        Report By
 FD0779  HISTORY     - 1962     MONUMENTED       TNHD
 FD0779  HISTORY     - 1963     GOOD             TNHD
 FD0779  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0779
 FD0779                          STATION DESCRIPTION
 FD0779
 FD0779'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0779'3.5 MI SE FROM COLUMBIA.
 FD0779'THIS MARK IS LOCATED AT THE GARAGE 1962 STATION SITE, 83 FEET
 FD0779'EAST OF THE CENTER OF A GATE, 65 FEET NORTH OF THE NORTHEAST
 FD0779'CORNER OF A BRICK BUILDING AND 104 FEET NORTHWEST OF THE STATION.
 FD0779'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0779'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0779'GROUND.
 FD0779
 FD0779                          STATION RECOVERY (1983)
 FD0779
 FD0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0779'NOT RECOVERED, AREA AROUND THE GARAGE HAS BEEN PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1864 ***********************************************************************
 GA1864  DESIGNATION -  GARDEN
 GA1864  PID         -  GA1864
 GA1864  STATE/COUNTY-  TN/HAMBLEN
 GA1864  USGS QUAD   -  SPRINGVALE (1980)
 GA1864
 GA1864                         *CURRENT SURVEY CONTROL
 GA1864  ___________________________________________________________________
 GA1864* NAD 83(1986)-  36 14 46.     (N)    083 13 08.     (W)     SCALED    
 GA1864* NAVD 88     -       395.481  (meters)    1297.51   (feet)  ADJUSTED  
 GA1864  ___________________________________________________________________
 GA1864  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA1864  DYNAMIC HT  -         395.120 (meters)    1296.32  (feet)  COMP
 GA1864  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 GA1864
 GA1864  VERT ORDER  -  FIRST     CLASS I
 GA1864
 GA1864.The horizontal coordinates were scaled from a topographic map and have
 GA1864.an estimated accuracy of +/- 6 seconds.
 GA1864
 GA1864.The orthometric height was determined by differential leveling
 GA1864.and adjusted by the National Geodetic Survey in June 1991..
 GA1864
 GA1864.The geoid height was determined by GEOID03.
 GA1864
 GA1864.The dynamic height is computed by dividing the NAVD 88
 GA1864.geopotential number by the normal gravity value computed on the
 GA1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1864.degrees latitude (g = 980.6199 gals.).
 GA1864
 GA1864.The modeled gravity was interpolated from observed gravity values.
 GA1864
 GA1864;                    North         East    Units  Estimated Accuracy
 GA1864;SPC TN       -   215,780.      849,930.      MT  (+/- 180 meters Scaled)
 GA1864
 GA1864                          SUPERSEDED SURVEY CONTROL
 GA1864
 GA1864  NGVD 29 (??/??/92)  395.621  (m)         1297.97   (f) ADJ UNCH    1 1
 GA1864
 GA1864.Superseded values are not recommended for survey control.
 GA1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1864.See file dsdata.txt to determine how the superseded data were derived.
 GA1864
 GA1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA006135(NAD 83)
 GA1864_MARKER: DD = SURVEY DISK
 GA1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1864_STAMPING: GARDEN 1966
 GA1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1864+STABILITY: SURFACE MOTION
 GA1864
 GA1864  HISTORY     - Date     Condition        Report By
 GA1864  HISTORY     - 1966     MONUMENTED       TNHD
 GA1864  HISTORY     - 1967     GOOD             NGS
 GA1864
 GA1864                          STATION DESCRIPTION
 GA1864
 GA1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1864'1.4 MI SW FROM RUSSELLVILLE.
 GA1864'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST
 GA1864'OFFICE AT RUSSELLVILLE, 0.1 MILE SOUTHWEST OF MILEPOST 84 WHICH
 GA1864'IS LOCATED ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD TRACK,
 GA1864'26 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 254
 GA1864'FEET SOUTHWEST OF THE CENTERLINE OF THE MOST SOUTHWESTERLY
 GA1864'ENTRANCE ROAD TO THE HAMBLEN MEMORY GARDENS CEMETERY, 153 FEET
 GA1864'NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN RAILWAY COMPANY
 GA1864'RAILROAD TRACK, 28 FEET SOUTHWEST OF POLE NUMBER 2665, IN LINE
 GA1864'WITH A ROW OF POLES, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 GA1864'ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GA1864'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0738 ***********************************************************************
 FD0738  DESIGNATION -  GARNER
 FD0738  PID         -  FD0738
 FD0738  STATE/COUNTY-  TN/DICKSON
 FD0738  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0738
 FD0738                         *CURRENT SURVEY CONTROL
 FD0738  ___________________________________________________________________
 FD0738* NAD 83(1995)-  35 59 36.52802(N)    087 29 16.35080(W)     ADJUSTED  
 FD0738* NAVD 88     -       262.497  (meters)     861.21   (feet)  ADJUSTED  
 FD0738  ___________________________________________________________________
 FD0738  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FD0738  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0738  DYNAMIC HT  -         262.269 (meters)     860.46  (feet)  COMP
 FD0738  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FD0738
 FD0738  HORZ ORDER  -  SECOND
 FD0738  VERT ORDER  -  SECOND    CLASS 0
 FD0738
 FD0738.The horizontal coordinates were established by classical geodetic methods
 FD0738.and adjusted by the National Geodetic Survey in April 1999..
 FD0738
 FD0738.The orthometric height was determined by differential leveling
 FD0738.and adjusted by the National Geodetic Survey in June 1991..
 FD0738
 FD0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0738
 FD0738.The geoid height was determined by GEOID03.
 FD0738
 FD0738.The dynamic height is computed by dividing the NAVD 88
 FD0738.geopotential number by the normal gravity value computed on the
 FD0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0738.degrees latitude (g = 980.6199 gals.).
 FD0738
 FD0738.The modeled gravity was interpolated from observed gravity values.
 FD0738
 FD0738;                    North         East     Units Scale Factor Converg.
 FD0738;SPC TN       -   185,211.793   465,848.214   MT  0.99995226   -0 52 15.8
 FD0738;SPC TN       -   607,649.02  1,528,370.35   sFT  0.99995226   -0 52 15.8
 FD0738;UTM  16      - 3,983,335.322   456,025.181   MT  0.99962383   -0 17 12.2
 FD0738
 FD0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0738!SPC TN       -   0.99996330  x   0.99995226  =   0.99991556
 FD0738!UTM  16      -   0.99996330  x   0.99962383  =   0.99958714
 FD0738
 FD0738:                Primary Azimuth Mark                     Grid Az
 FD0738:SPC TN       -  DICKSON MUNICIPAL TANK                   044 40 41.2
 FD0738:UTM  16      -  DICKSON MUNICIPAL TANK                   044 05 37.6
 FD0738
 FD0738|---------------------------------------------------------------------|
 FD0738| PID    Reference Object                     Distance      Geod. Az  |
 FD0738|                                                           dddmmss.s |
 FD0738| GC2562 DICKSON MUNICIPAL TANK              APPROX.12.4 KM 0434825.4 |
 FD0738| FD0736 GARNER AZ MK                                       2212333.0 |
 FD0738| FD0737 GARNER RM 2                          10.478 METERS 26313     |
 FD0738| FD0739 GARNER RM 1                          10.768 METERS 35913     |
 FD0738|---------------------------------------------------------------------|
 FD0738
 FD0738                          SUPERSEDED SURVEY CONTROL
 FD0738
 FD0738  NAD 83(1995)-  35 59 36.53026(N)    087 29 16.35469(W) AD(       ) 2
 FD0738  NAD 83(1986)-  35 59 36.53824(N)    087 29 16.35321(W) AD(       ) 2
 FD0738  NAD 27      -  35 59 36.31210(N)    087 29 16.29620(W) AD(       ) 2
 FD0738  NGVD 29 (??/??/92)  262.501  (m)          861.22   (f) ADJ UNCH    2 0
 FD0738
 FD0738.Superseded values are not recommended for survey control.
 FD0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0738.See file dsdata.txt to determine how the superseded data were derived.
 FD0738
 FD0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5602583335(NAD 83)
 FD0738_MARKER: DE = TRAVERSE STATION DISK
 FD0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0738_STAMPING: GARNER 1959
 FD0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0738+STABILITY: SURFACE MOTION
 FD0738
 FD0738  HISTORY     - Date     Condition        Report By
 FD0738  HISTORY     - 1959     MONUMENTED       CGS
 FD0738  HISTORY     - 1959     GOOD             CGS
 FD0738
 FD0738                          STATION DESCRIPTION
 FD0738
 FD0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD0738'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH-SOUTHWEST OF DICKSON,
 FD0738'ABOUT 0.4 MILE NORTH OF
 FD0738'THE HICKMAN-DICKSON COUNTY LINE AND ON THE PROPERTY
 FD0738'OWNED BY MRS V M MOORE.
 FD0738'
 FD0738'TO REACH THE STATION FROM JUNCTION OF U S HIGHWAY NO 70 AND STATE
 FD0738'HIGHWAY NO 48 IN DICKSON,
 FD0738'GO SOUTH ON STATE HIGHWAY NO 48 FOR 7.7 MILES TO A
 FD0738'CROSSROAD AND STORE ON THE LEFT,
 FD0738'CONTINUE SOUTH ON STATE HIGHWAY NO
 FD0738'48 FOR 1.0 MILE TO THE MOORE DRIVEWAY ON THE LEFT,
 FD0738'TURN LEFT AND GO
 FD0738'EAST THROUGH THE FARM YARD FOR 0.1 MILE TO THE BARN AND THE STATION
 FD0738'AS DESCRIBED.
 FD0738'
 FD0738'STATION MARK IS 8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN AND
 FD0738'4 FEET WEST OF A WITNESS
 FD0738'SIGN.  THE MARK IS A STANDARD TRAVERSE DISK SET IN
 FD0738'THE TOP OF A CONCRETE POST, SET
 FD0738'FLUSH WITH THE SURFACE OF THE GROUND
 FD0738'AND IS STAMPED GARNER 1959.
 FD0738'
 FD0738'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 FD0738'INCHES BELOW THE SURFACE OF
 FD0738'THE GROUND AND IS STAMPED GARNER 1959.
 FD0738'
 FD0738'REFERENCE MARK NO 1 IS 1 FOOT EAST OF THE EAST SIDE OF THE BARN.  THE
 FD0738'MARK IS SET FLUSH WITH THE
 FD0738'SURFACE OF THE GROUND AND IS STAMPED GARNER NO 1
 FD0738'1959.
 FD0738'
 FD0738'REFERENCE MARK NO 2 IS 12 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FD0738'BARN AND 1 FOOT SOUTH ON A
 FD0738'FENCE POST.  THE MARK IS SET FLUSH WITH THE SURFACE
 FD0738'OF THE GROUND AND IS STAMPED
 FD0738'GARNER NO 2 1959.
 FD0738'
 FD0738'AZIMUTH MARK IS 22 FEET WEST OF THE CENTER OF STATE HIGHWAY NO 48, 3
 FD0738'FEET SOUTH OF A POWERLINE
 FD0738'POLE AND 3 FEET EAST OF A WITNESS SIGN AND WIRE FENCE.
 FD0738'THE MARK PROJECTS 2 INCHES ABOVE
 FD0738'THE SURFACE OF THE GROUND AND IS
 FD0738'STAMPED GARNER 1959.
 FD0738'
 FD0738'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.1 MILE TO
 FD0738'STATE HIGHWAY NO 48,
 FD0738'TURN LEFT AND GO SOUTH ON STATE HIGHWAY NO 48 FOR 0.1
 FD0738'MILE TO THE MARK ON THE RIGHT AS
 FD0738'DESCRIBED.
 FD0738'
 FD0738'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FD0738
 FD0738                          STATION RECOVERY (1959)
 FD0738
 FD0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD0738'1 MI S FROM OAK GROVE.
 FD0738'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD0738'MILES SOUTHWEST OF DICKSON), GO SOUTH ON STATE HIGHWAY 48
 FD0738'1.0 MILE SOUTH TO A FARM DRIVEWAY, THENCE 0.1 MILE EAST TO A
 FD0738'BARN, 8 FT. SOUTH OF THE SOUTHEAST CORNER OF THE BARN, AND 4 FT.
 FD0738'WEST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST,
 FD0738'SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0736 ***********************************************************************
 FD0736  DESIGNATION -  GARNER AZ MK
 FD0736  PID         -  FD0736
 FD0736  STATE/COUNTY-  TN/DICKSON
 FD0736  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0736
 FD0736                         *CURRENT SURVEY CONTROL
 FD0736  ___________________________________________________________________
 FD0736* NAD 83(1986)-  35 59 33.     (N)    087 29 22.     (W)     SCALED    
 FD0736* NAVD 88     -       256.931  (meters)     842.95   (feet)  ADJUSTED  
 FD0736  ___________________________________________________________________
 FD0736  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0736  DYNAMIC HT  -         256.707 (meters)     842.21  (feet)  COMP
 FD0736  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 FD0736
 FD0736  VERT ORDER  -  SECOND    CLASS 0
 FD0736
 FD0736.The horizontal coordinates were scaled from a topographic map and have
 FD0736.an estimated accuracy of +/- 6 seconds.
 FD0736
 FD0736.The orthometric height was determined by differential leveling
 FD0736.and adjusted by the National Geodetic Survey in June 1991..
 FD0736
 FD0736.The geoid height was determined by GEOID03.
 FD0736
 FD0736.The dynamic height is computed by dividing the NAVD 88
 FD0736.geopotential number by the normal gravity value computed on the
 FD0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0736.degrees latitude (g = 980.6199 gals.).
 FD0736
 FD0736.The modeled gravity was interpolated from observed gravity values.
 FD0736
 FD0736;                    North         East    Units  Estimated Accuracy
 FD0736;SPC TN       -   185,110.      465,710.      MT  (+/- 180 meters Scaled)
 FD0736
 FD0736                          SUPERSEDED SURVEY CONTROL
 FD0736
 FD0736  NGVD 29 (??/??/92)  256.934  (m)          842.96   (f) ADJ UNCH    2 0
 FD0736
 FD0736.Superseded values are not recommended for survey control.
 FD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0736.See file dsdata.txt to determine how the superseded data were derived.
 FD0736
 FD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE558832(NAD 83)
 FD0736_MARKER: DZ = AZIMUTH MARK DISK
 FD0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0736_STAMPING: GARNER 1959
 FD0736_MARK LOGO: CGS   
 FD0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0736+STABILITY: SURFACE MOTION
 FD0736
 FD0736  HISTORY     - Date     Condition        Report By
 FD0736  HISTORY     - 1959     MONUMENTED       CGS
 FD0736
 FD0736                          STATION DESCRIPTION
 FD0736
 FD0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0736'1.1 MI S FROM OAK GROVE.
 FD0736'FROM A T JUNCTION IN OAK GROVE, (A SMALL SETTLEMENT ABOUT 7.8
 FD0736'MILES SOUTHWEST ON STATE HIGHWAY 48 FROM DICKSON), GO SOUTH
 FD0736'ON STATE HIGHWAY 48 FOR 1.1 MILES, 22 FT. WEST OF THE CENTER
 FD0736'OF STATE HIGHWAY 48, 3 FT. SOUTH OF A POWERLINE POLE AND 3 FT.
 FD0736'EAST OF A WITNESS SIGN AND WIRE FENCE, A DISK SET IN TOP OF A
 FD0736'CONCRETE POST PROJECTING 2 INCHES, AND ABOUT 3 FT. ABOVE THE
 FD0736'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0739 ***********************************************************************
 FD0739  DESIGNATION -  GARNER RM 1
 FD0739  PID         -  FD0739
 FD0739  STATE/COUNTY-  TN/DICKSON
 FD0739  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0739
 FD0739                         *CURRENT SURVEY CONTROL
 FD0739  ___________________________________________________________________
 FD0739* NAD 83(1986)-  35 59 36.     (N)    087 29 16.     (W)     SCALED    
 FD0739* NAVD 88     -       262.603  (meters)     861.56   (feet)  ADJUSTED  
 FD0739  ___________________________________________________________________
 FD0739  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0739  DYNAMIC HT  -         262.374 (meters)     860.81  (feet)  COMP
 FD0739  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FD0739
 FD0739  VERT ORDER  -  SECOND    CLASS 0
 FD0739
 FD0739.The horizontal coordinates were scaled from a topographic map and have
 FD0739.an estimated accuracy of +/- 6 seconds.
 FD0739
 FD0739.The orthometric height was determined by differential leveling
 FD0739.and adjusted by the National Geodetic Survey in June 1991..
 FD0739
 FD0739.The geoid height was determined by GEOID03.
 FD0739
 FD0739.The dynamic height is computed by dividing the NAVD 88
 FD0739.geopotential number by the normal gravity value computed on the
 FD0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0739.degrees latitude (g = 980.6199 gals.).
 FD0739
 FD0739.The modeled gravity was interpolated from observed gravity values.
 FD0739
 FD0739;                    North         East    Units  Estimated Accuracy
 FD0739;SPC TN       -   185,200.      465,860.      MT  (+/- 180 meters Scaled)
 FD0739
 FD0739                          SUPERSEDED SURVEY CONTROL
 FD0739
 FD0739  NGVD 29 (??/??/92)  262.606  (m)          861.57   (f) ADJ UNCH    2 0
 FD0739
 FD0739.Superseded values are not recommended for survey control.
 FD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0739.See file dsdata.txt to determine how the superseded data were derived.
 FD0739
 FD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE560833(NAD 83)
 FD0739_MARKER: DR = REFERENCE MARK DISK
 FD0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0739_STAMPING: GARNER NO 1 1959
 FD0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0739+STABILITY: SURFACE MOTION
 FD0739
 FD0739  HISTORY     - Date     Condition        Report By
 FD0739  HISTORY     - 1959     MONUMENTED       CGS
 FD0739
 FD0739                          STATION DESCRIPTION
 FD0739
 FD0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0739'1 MI S FROM OAK GROVE.
 FD0739'THIS MARK IS LOCATED AT THE GARNER 1959 STATION SITE, 35.3 FT.
 FD0739'NORTH OF THE STATION MARK, 1 FT. EAST OF THE EAST SIDE OF A
 FD0739'BARN, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FD0739'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0737 ***********************************************************************
 FD0737  DESIGNATION -  GARNER RM 2
 FD0737  PID         -  FD0737
 FD0737  STATE/COUNTY-  TN/DICKSON
 FD0737  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0737
 FD0737                         *CURRENT SURVEY CONTROL
 FD0737  ___________________________________________________________________
 FD0737* NAD 83(1986)-  35 59 36.     (N)    087 29 16.     (W)     SCALED    
 FD0737* NAVD 88     -       262.515  (meters)     861.27   (feet)  ADJUSTED  
 FD0737  ___________________________________________________________________
 FD0737  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0737  DYNAMIC HT  -         262.286 (meters)     860.52  (feet)  COMP
 FD0737  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FD0737
 FD0737  VERT ORDER  -  SECOND    CLASS 0
 FD0737
 FD0737.The horizontal coordinates were scaled from a topographic map and have
 FD0737.an estimated accuracy of +/- 6 seconds.
 FD0737
 FD0737.The orthometric height was determined by differential leveling
 FD0737.and adjusted by the National Geodetic Survey in June 1991..
 FD0737
 FD0737.The geoid height was determined by GEOID03.
 FD0737
 FD0737.The dynamic height is computed by dividing the NAVD 88
 FD0737.geopotential number by the normal gravity value computed on the
 FD0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0737.degrees latitude (g = 980.6199 gals.).
 FD0737
 FD0737.The modeled gravity was interpolated from observed gravity values.
 FD0737
 FD0737;                    North         East    Units  Estimated Accuracy
 FD0737;SPC TN       -   185,200.      465,860.      MT  (+/- 180 meters Scaled)
 FD0737
 FD0737                          SUPERSEDED SURVEY CONTROL
 FD0737
 FD0737  NGVD 29 (??/??/92)  262.518  (m)          861.28   (f) ADJ UNCH    2 0
 FD0737
 FD0737.Superseded values are not recommended for survey control.
 FD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0737.See file dsdata.txt to determine how the superseded data were derived.
 FD0737
 FD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE560833(NAD 83)
 FD0737_MARKER: DR = REFERENCE MARK DISK
 FD0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0737_STAMPING: GARNER NO 2 1959
 FD0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0737+STABILITY: SURFACE MOTION
 FD0737
 FD0737  HISTORY     - Date     Condition        Report By
 FD0737  HISTORY     - 1959     MONUMENTED       CGS
 FD0737
 FD0737                          STATION DESCRIPTION
 FD0737
 FD0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD0737'1 MI S FROM OAK GROVE.
 FD0737'THIS MARK IS LOCATED AT THE GARNER 1959 STATION SITE, 34.4 FT.
 FD0737'WEST OF THE STATION MARK, 12 FT. SOUTH OF THE SOUTHWEST CORNER
 FD0737'OF THE BARN, AND 1 FT. SOUTH OF A FENCE POST, A DISK SET IN TOP
 FD0737'OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2604 ***********************************************************************
 GB2604  DESIGNATION -  GARRETT
 GB2604  PID         -  GB2604
 GB2604  STATE/COUNTY-  TN/MORGAN
 GB2604  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2604
 GB2604                         *CURRENT SURVEY CONTROL
 GB2604  ___________________________________________________________________
 GB2604* NAD 83(1995)-  36 09 15.38162(N)    084 38 50.32937(W)     ADJUSTED  
 GB2604* NAVD 88     -       424.5    (meters)    1393.     (feet)  VERTCON   
 GB2604  ___________________________________________________________________
 GB2604  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 GB2604  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GB2604
 GB2604  HORZ ORDER  -  SECOND
 GB2604
 GB2604.The horizontal coordinates were established by classical geodetic methods
 GB2604.and adjusted by the National Geodetic Survey in April 1999..
 GB2604
 GB2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2604
 GB2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2604
 GB2604.The geoid height was determined by GEOID03.
 GB2604
 GB2604;                    North         East     Units Scale Factor Converg.
 GB2604;SPC TN       -   202,874.053   721,716.936   MT  0.99996397   +0 47 30.9
 GB2604;SPC TN       -   665,595.96  2,367,832.98   sFT  0.99996397   +0 47 30.9
 GB2604;UTM  16      - 4,003,624.181   711,646.496   MT  1.00015196   +1 23 18.6
 GB2604
 GB2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2604!SPC TN       -   0.99993796  x   0.99996397  =   0.99990193
 GB2604!UTM  16      -   0.99993796  x   1.00015196  =   1.00008991
 GB2604
 GB2604:                Primary Azimuth Mark                     Grid Az
 GB2604:SPC TN       -  PILOT MTN SO RR MICROWAVE MAST           359 42 14.5
 GB2604:UTM  16      -  PILOT MTN SO RR MICROWAVE MAST           359 06 26.8
 GB2604
 GB2604|---------------------------------------------------------------------|
 GB2604| PID    Reference Object                     Distance      Geod. Az  |
 GB2604|                                                           dddmmss.s |
 GB2604| GB2608 PILOT MTN SO RR MICROWAVE MAST      APPROX. 3.4 KM 0002945.4 |
 GB2604| DB9415 GARRETT RM 1                         19.624 METERS 04010     |
 GB2604| GB2605 GARRETT AZ MK                       APPROX. 0.8 KM 1245024.4 |
 GB2604| DB9416 GARRETT RM 2                         21.021 METERS 27710     |
 GB2604|---------------------------------------------------------------------|
 GB2604
 GB2604                          SUPERSEDED SURVEY CONTROL
 GB2604
 GB2604  NAD 83(1995)-  36 09 15.38644(N)    084 38 50.33032(W) AD(       ) 2
 GB2604  NAD 83(1995)-  36 09 15.38890(N)    084 38 50.33319(W) AD(       ) 2
 GB2604  NAD 83(1986)-  36 09 15.39251(N)    084 38 50.32984(W) AD(       ) 2
 GB2604  NAD 27      -  36 09 15.12032(N)    084 38 50.53056(W) AD(       ) 2
 GB2604  NGVD 29 (07/19/86)  424.6    (m)         1393.     (f) VERT ANG       
 GB2604
 GB2604.Superseded values are not recommended for survey control.
 GB2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2604.See file dsdata.txt to determine how the superseded data were derived.
 GB2604
 GB2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1164603624(NAD 83)
 GB2604_MARKER: DD = SURVEY DISK
 GB2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2604
 GB2604  HISTORY     - Date     Condition        Report By
 GB2604  HISTORY     - 1965     MONUMENTED       TNHD
 GB2604
 GB2604                          STATION DESCRIPTION
 GB2604
 GB2604'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2604'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF WARTBURG.
 GB2604'
 GB2604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2604'ROUTE 62 IN WARTBURG, GO 4.75 MILES NORTHWEST ON U.S. HIGHWAY 27
 GB2604'TO A GRAVELED ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GB2604'STRAIGHT AHEAD FOR 1.05 MILES NORTHWEST ON U.S. HIGHWAY 27 TO A
 GB2604'GRAVELED ROAD ON THE LEFT, TURN LEFT, SOUTH, AND GO 0.15 MILE TO A
 GB2604'FORK, TAKE THE LEFT FORK AND GO 0.3 MILE SOUTHWEST TO THE END OF
 GB2604'THE ROAD AND A LOG HOUSE.  FROM HERE GO 0.15 MILE SOUTHEAST ACROSS AN
 GB2604'OPEN FIELD TO THE MARK AS DESCRIBED.
 GB2604'
 GB2604'THE STATION IS 23 FEET NORTH OF A 7-INCH PINE TREE AT THE SOUTH END
 GB2604'OF A FIELD AND 2.1 FEET NORTHWEST OF A WITNESS POST AND SIGN.  THE
 GB2604'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2604'DEPARTMENT DISKS.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GB2604'THE SURFACE AND HAS NO STAMPING.  THE SURFACE DISK IS SET IN THE TOP
 GB2604'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2604'STAMPED GARRETT 1965.
 GB2604'
 GB2604'REFERENCE MARK NO. 1 IS 17 FEET SOUTHEAST OF THE EDGE OF THE FIELD, 8
 GB2604'FEET SOUTHWEST OF A 3-INCH PINE TREE AND 4 FEET EAST OF A 3-INCH
 GB2604'PINE TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2604'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2604'DISK IS STAMPED GARRETT RM-1 1965.
 GB2604'
 GB2604'REFERENCE MARK NO. 2 IS 29 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 GB2604'THE FIELD, 10 FEET SOUTHWEST OF A 3-INCH TWIN- TRUNKED OAK
 GB2604'TREE AND 9 FEET SOUTHEAST OF AN 8-INCH PINE TREE.  IT IS A STANDARD
 GB2604'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2604'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GARRETT RM-2
 GB2604'1965.
 GB2604'
 GB2604'THE AZIMUTH MARK IS 36 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB2604'GRAVELED ROAD, 34 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2604'U.S. HIGHWAY 27 AND 2.0 FEET WEST OF A WITNESS POST AND SIGN.  IT IS
 GB2604'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2604'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2604'GARRETT AZI 1965.
 GB2604'
 GB2604'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2604'
 GB2604'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2605 ***********************************************************************
 GB2605  DESIGNATION -  GARRETT AZ MK
 GB2605  PID         -  GB2605
 GB2605  STATE/COUNTY-  TN/MORGAN
 GB2605  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2605
 GB2605                         *CURRENT SURVEY CONTROL
 GB2605  ___________________________________________________________________
 GB2605* NAD 83(1995)-  36 09 00.73561(N)    084 38 24.38642(W)     ADJUSTED  
 GB2605* NAVD 88     -       332.4    (meters)    1091.     (feet)  VERTCON   
 GB2605  ___________________________________________________________________
 GB2605  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 GB2605  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB2605
 GB2605  HORZ ORDER  -  SECOND
 GB2605
 GB2605.The horizontal coordinates were established by classical geodetic methods
 GB2605.and adjusted by the National Geodetic Survey in April 1999..
 GB2605
 GB2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2605
 GB2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2605
 GB2605.The geoid height was determined by GEOID03.
 GB2605
 GB2605;                    North         East     Units Scale Factor Converg.
 GB2605;SPC TN       -   202,431.669   722,371.608   MT  0.99996358   +0 47 46.1
 GB2605;SPC TN       -   664,144.57  2,369,980.85   sFT  0.99996358   +0 47 46.1
 GB2605;UTM  16      - 4,003,188.555   712,305.864   MT  1.00015541   +1 23 33.5
 GB2605
 GB2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2605!SPC TN       -   0.99995242  x   0.99996358  =   0.99991600
 GB2605!UTM  16      -   0.99995242  x   1.00015541  =   1.00010782
 GB2605
 GB2605                          SUPERSEDED SURVEY CONTROL
 GB2605
 GB2605  NAD 83(1995)-  36 09 00.74045(N)    084 38 24.38735(W) AD(       ) 2
 GB2605  NAD 83(1995)-  36 09 00.74297(N)    084 38 24.39009(W) AD(       ) 2
 GB2605  NAD 83(1986)-  36 09 00.74650(N)    084 38 24.38670(W) AD(       ) 2
 GB2605  NAD 27      -  36 09 00.47357(N)    084 38 24.58870(W) AD(       ) 2
 GB2605  NGVD 29 (07/19/86)  332.5    (m)         1091.     (f) VERT ANG       
 GB2605
 GB2605.Superseded values are not recommended for survey control.
 GB2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2605.See file dsdata.txt to determine how the superseded data were derived.
 GB2605
 GB2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1230603189(NAD 83)
 GB2605_MARKER: DD = SURVEY DISK
 GB2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2605_MARK LOGO: TNHD  
 GB2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2605+STABILITY: SURFACE MOTION
 GB2605
 GB2605  HISTORY     - Date     Condition        Report By
 GB2605  HISTORY     - 1965     MONUMENTED       TNHD
 GB2605
 GB2605                          STATION DESCRIPTION
 GB2605
 GB2605'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB2605'SEE STATION GARRETT TNHD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0765 ***********************************************************************
 GB0765  DESIGNATION -  GAS
 GB0765  PID         -  GB0765
 GB0765  STATE/COUNTY-  TN/ANDERSON
 GB0765  USGS QUAD   -  NORRIS (1990)
 GB0765
 GB0765                         *CURRENT SURVEY CONTROL
 GB0765  ___________________________________________________________________
 GB0765* NAD 83(1995)-  36 09 43.86319(N)    084 05 13.17754(W)     ADJUSTED  
 GB0765* NAVD 88     -       270.090  (meters)     886.12   (feet)  ADJUSTED  
 GB0765  ___________________________________________________________________
 GB0765  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 GB0765  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0765  DYNAMIC HT  -         269.845 (meters)     885.32  (feet)  COMP
 GB0765  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GB0765
 GB0765  HORZ ORDER  -  SECOND
 GB0765  VERT ORDER  -  SECOND    CLASS 0
 GB0765
 GB0765.The horizontal coordinates were established by classical geodetic methods
 GB0765.and adjusted by the National Geodetic Survey in April 1999..
 GB0765
 GB0765.The orthometric height was determined by differential leveling
 GB0765.and adjusted by the National Geodetic Survey in June 1991..
 GB0765
 GB0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0765
 GB0765.The geoid height was determined by GEOID03.
 GB0765
 GB0765.The dynamic height is computed by dividing the NAVD 88
 GB0765.geopotential number by the normal gravity value computed on the
 GB0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0765.degrees latitude (g = 980.6199 gals.).
 GB0765
 GB0765.The modeled gravity was interpolated from observed gravity values.
 GB0765
 GB0765;                    North         East     Units Scale Factor Converg.
 GB0765;SPC TN       -   204,592.912   772,112.807   MT  0.99996475   +1 07 11.8
 GB0765;SPC TN       -   671,235.25  2,533,173.43   sFT  0.99996475   +1 07 11.8
 GB0765;UTM  16      - 4,005,869.869   762,038.270   MT  1.00044613   +1 43 11.5
 GB0765
 GB0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0765!SPC TN       -   0.99996240  x   0.99996475  =   0.99992715
 GB0765!UTM  16      -   0.99996240  x   1.00044613  =   1.00040851
 GB0765
 GB0765|---------------------------------------------------------------------|
 GB0765| PID    Reference Object                     Distance      Geod. Az  |
 GB0765|                                                           dddmmss.s |
 GB0765| GB0767 GAS RM 1                             12.443 METERS 19459     |
 GB0765| GB0768 GAS AZ MK                                          2211315.5 |
 GB0765| GB0766 GAS RM 2                             11.063 METERS 31650     |
 GB0765|---------------------------------------------------------------------|
 GB0765
 GB0765                          SUPERSEDED SURVEY CONTROL
 GB0765
 GB0765  NAD 83(1995)-  36 09 43.86744(N)    084 05 13.18074(W) AD(       ) 2
 GB0765  NAD 83(1995)-  36 09 43.86808(N)    084 05 13.17993(W) AD(       ) 2
 GB0765  NAD 83(1986)-  36 09 43.87510(N)    084 05 13.17619(W) AD(       ) 2
 GB0765  NAD 27      -  36 09 43.59192(N)    084 05 13.47274(W) AD(       ) 2
 GB0765  NGVD 29 (??/??/92)  270.224  (m)          886.56   (f) ADJ UNCH    2 0
 GB0765
 GB0765.Superseded values are not recommended for survey control.
 GB0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0765.See file dsdata.txt to determine how the superseded data were derived.
 GB0765
 GB0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6203805870(NAD 83)
 GB0765_MARKER: DD = SURVEY DISK
 GB0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0765_STAMPING: GAS 1964
 GB0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0765+STABILITY: SURFACE MOTION
 GB0765
 GB0765  HISTORY     - Date     Condition        Report By
 GB0765  HISTORY     - 1964     MONUMENTED       TNHD
 GB0765  HISTORY     - 1964     GOOD             TNHD
 GB0765
 GB0765                          STATION DESCRIPTION
 GB0765
 GB0765'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0765'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF CLINTON.
 GB0765'
 GB0765'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO 0.05 MILE
 GB0765'SOUTH ON U.S.  HIGHWAY
 GB0765'25W TO THE INTERSECTION OF STATE ROUTE 61 ON THE LEFT,
 GB0765'TURN LEFT, NORTHEAST, AND GO 4.6
 GB0765'MILES TO THE AZIMUTH MARK ON THE
 GB0765'RIGHT, CONTINUE STRAIGHT AHEAD ON STATE ROUTE 61 TO
 GB0765'A GRAVELED DRIVE
 GB0765'ON THE RIGHT (ENTRANCE TO GLEN ALPINE SCHOOL), TURN RIGHT, SOUTHEAST,
 GB0765'AND GO 0.05 MILE
 GB0765'TO THE STATION ON THE LEFT AS DESCRIBED.
 GB0765'
 GB0765'THE STATION MARK IS 23 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 GB0765'GAP IN A FENCE, 18 FEET
 GB0765'NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVE, 16
 GB0765'FEET SOUTH OF 14-INCH ELM TREE, 9
 GB0765'FEET SOUTHWEST OF A FENCE AND 7.2
 GB0765'FEET SOUTHWEST OF A WITNESS POST.  THE SURFACE AND
 GB0765'UNDERGROUND MARKS
 GB0765'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GB0765'STAMPED GAS 1964.
 GB0765'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB0765'SURFACE.  THE SURFACE DISK IS SET IN
 GB0765'A 10-INCH, SQUARE, FLUSH,
 GB0765'CONCRETE MONUMENT.
 GB0765'
 GB0765'REFERENCE MARK NO. 1 IS 16 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GB0765'OF THE DRIVE.
 GB0765'
 GB0765'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GB0765'SQUARE, FLUSH, CONCRETE
 GB0765'MONUMENT AND THE DISK IS STAMPED GAS RM-1 1964.
 GB0765'
 GB0765'REFERENCE MARK NO. 2 IS 13 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GB0765'OF THE GRAVELED DRIVE,
 GB0765'12 FEET NORTH OF A 12-INCH TRIPLE-TRUNKED ELM TREE
 GB0765'AND 8 FEET SOUTHWEST OF A FENCE.
 GB0765'IT IS A STANDARD TENNESSEE HIGHWAY
 GB0765'DEPARTMENT DISK SET IN A 10-INCH , SQUARE, FLUSH,
 GB0765'CONCRETE MONUMENT
 GB0765'AND THE DISK IS STAMPED GAS RM-2 1964.
 GB0765'
 GB0765'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB0765'ROUTE 61, 9 FEET NORTHEAST
 GB0765'OF A 26-INCH OAK TREE, 2.1 FEET SOUTHWEST OF A
 GB0765'WITNESS POST AND 1 FOOT NORTHWEST
 GB0765'OF A BARBED WIRE FENCE.  IT IS A
 GB0765'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB0765'10-INCH, SQUARE,
 GB0765'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GAS AZI 1964.
 GB0765'
 GB0765'ALL OBSERVATIONS WERE MADE FROM A 37 FOOT STEEL TOWER.
 GB0765'
 GB0765'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GB0765
 GB0765                          STATION RECOVERY (1964)
 GB0765
 GB0765'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GB0765'4.7 MI NE FROM CLINTON.
 GB0765'FROM THE POST OFFICE AT CLINTON, GO 0.05 MILE SOUTH ON U.S.
 GB0765'HIGHWAY 25W TO THE INTERSECTION OF STATE ROUTE 61 ON THE LEFT,
 GB0765'TURN LEFT NORTHEAST AND GO 4.6 MILES TO A GRAVELED DRIVE ON
 GB0765'THE RIGHT (ENTRANCE TO GLEN ALPINE SCHOOL) TURN RIGHT, SOUTHEAST
 GB0765'AND GO 0.50 MILE TO THE STATION ON THE LEFT.  THE MARK IS 23
 GB0765'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GAP IN A FENCE,
 GB0765'18 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVE, 16 FEET
 GB0765'SOUTH OF A 14-INCH ELM TREE, 9 FEET SOUTHWEST OF A FENCE
 GB0765'AND 7.2 FEET SOUTHWEST OF A WITNESS POST WITH SIGN.  THE MARK
 GB0765'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0765'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0768 ***********************************************************************
 GB0768  DESIGNATION -  GAS AZ MK
 GB0768  PID         -  GB0768
 GB0768  STATE/COUNTY-  TN/ANDERSON
 GB0768  USGS QUAD   -  NORRIS (1990)
 GB0768
 GB0768                         *CURRENT SURVEY CONTROL
 GB0768  ___________________________________________________________________
 GB0768* NAD 83(1986)-  36 09 29.     (N)    084 05 33.     (W)     SCALED    
 GB0768* NAVD 88     -       271.239  (meters)     889.89   (feet)  ADJUSTED  
 GB0768  ___________________________________________________________________
 GB0768  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0768  DYNAMIC HT  -         270.993 (meters)     889.08  (feet)  COMP
 GB0768  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GB0768
 GB0768  VERT ORDER  -  SECOND    CLASS 0
 GB0768
 GB0768.The horizontal coordinates were scaled from a topographic map and have
 GB0768.an estimated accuracy of +/- 6 seconds.
 GB0768
 GB0768.The orthometric height was determined by differential leveling
 GB0768.and adjusted by the National Geodetic Survey in June 1991..
 GB0768
 GB0768.The geoid height was determined by GEOID03.
 GB0768
 GB0768.The dynamic height is computed by dividing the NAVD 88
 GB0768.geopotential number by the normal gravity value computed on the
 GB0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0768.degrees latitude (g = 980.6199 gals.).
 GB0768
 GB0768.The modeled gravity was interpolated from observed gravity values.
 GB0768
 GB0768;                    North         East    Units  Estimated Accuracy
 GB0768;SPC TN       -   204,130.      771,630.      MT  (+/- 180 meters Scaled)
 GB0768
 GB0768                          SUPERSEDED SURVEY CONTROL
 GB0768
 GB0768  NGVD 29 (??/??/??)  271.42   (m)          890.5    (f) RESET       3  
 GB0768
 GB0768.Superseded values are not recommended for survey control.
 GB0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0768.See file dsdata.txt to determine how the superseded data were derived.
 GB0768
 GB0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF615053(NAD 83)
 GB0768_MARKER: DZ = AZIMUTH MARK DISK
 GB0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0768_STAMPING: GAS AZI 1964
 GB0768_MARK LOGO: TNHD  
 GB0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0768+STABILITY: SURFACE MOTION
 GB0768
 GB0768  HISTORY     - Date     Condition        Report By
 GB0768  HISTORY     - 1964     MONUMENTED       TNHD
 GB0768
 GB0768                          STATION DESCRIPTION
 GB0768
 GB0768'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0768'4.6 MI NE FROM CLINTON.
 GB0768'FROM THE POST OFFICE IN CLINTON, GO 0.05 MILE SOUTH ON U.S.
 GB0768'HIGHWAY 25W TO THE INTERSECTION OF STATE ROUTE 61 ON THE LEFT,
 GB0768'TURN LEFT NORTHEAST AND GO 4.6 MILES TO THE AZIMUTH MARK ON THE
 GB0768'RIGHT.  THE MARK IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB0768'STATE ROUTE 61, 9 FEET NORTHEAST OF A 26-INCH OAK TREE AND 2.1
 GB0768'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GB0768'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB0768'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0767 ***********************************************************************
 GB0767  DESIGNATION -  GAS RM 1
 GB0767  PID         -  GB0767
 GB0767  STATE/COUNTY-  TN/ANDERSON
 GB0767  USGS QUAD   -  NORRIS (1990)
 GB0767
 GB0767                         *CURRENT SURVEY CONTROL
 GB0767  ___________________________________________________________________
 GB0767* NAD 83(1986)-  36 09 43.     (N)    084 05 13.     (W)     SCALED    
 GB0767* NAVD 88     -       270.322  (meters)     886.88   (feet)  ADJUSTED  
 GB0767  ___________________________________________________________________
 GB0767  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0767  DYNAMIC HT  -         270.077 (meters)     886.08  (feet)  COMP
 GB0767  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GB0767
 GB0767  VERT ORDER  -  SECOND    CLASS 0
 GB0767
 GB0767.The horizontal coordinates were scaled from a topographic map and have
 GB0767.an estimated accuracy of +/- 6 seconds.
 GB0767
 GB0767.The orthometric height was determined by differential leveling
 GB0767.and adjusted by the National Geodetic Survey in June 1991..
 GB0767
 GB0767.The geoid height was determined by GEOID03.
 GB0767
 GB0767.The dynamic height is computed by dividing the NAVD 88
 GB0767.geopotential number by the normal gravity value computed on the
 GB0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0767.degrees latitude (g = 980.6199 gals.).
 GB0767
 GB0767.The modeled gravity was interpolated from observed gravity values.
 GB0767
 GB0767;                    North         East    Units  Estimated Accuracy
 GB0767;SPC TN       -   204,570.      772,120.      MT  (+/- 180 meters Scaled)
 GB0767
 GB0767                          SUPERSEDED SURVEY CONTROL
 GB0767
 GB0767  NGVD 29 (??/??/92)  270.457  (m)          887.32   (f) ADJ UNCH    2 0
 GB0767
 GB0767.Superseded values are not recommended for survey control.
 GB0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0767.See file dsdata.txt to determine how the superseded data were derived.
 GB0767
 GB0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF620058(NAD 83)
 GB0767_MARKER: DR = REFERENCE MARK DISK
 GB0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0767_STAMPING: GAS RM-1 1964
 GB0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0767+STABILITY: SURFACE MOTION
 GB0767
 GB0767  HISTORY     - Date     Condition        Report By
 GB0767  HISTORY     - 1964     MONUMENTED       TNHD
 GB0767
 GB0767                          STATION DESCRIPTION
 GB0767
 GB0767'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0767'4.7 MI NE FROM CLINTON.
 GB0767'THE MARK IS LOCATED AT THE GAS 1964 STATION SITE, 16 FEET
 GB0767'SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVE.  THE MARK
 GB0767'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB0767'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0766 ***********************************************************************
 GB0766  DESIGNATION -  GAS RM 2
 GB0766  PID         -  GB0766
 GB0766  STATE/COUNTY-  TN/ANDERSON
 GB0766  USGS QUAD   -  NORRIS (1990)
 GB0766
 GB0766                         *CURRENT SURVEY CONTROL
 GB0766  ___________________________________________________________________
 GB0766* NAD 83(1986)-  36 09 43.     (N)    084 05 13.     (W)     SCALED    
 GB0766* NAVD 88     -       269.413  (meters)     883.90   (feet)  ADJUSTED  
 GB0766  ___________________________________________________________________
 GB0766  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0766  DYNAMIC HT  -         269.169 (meters)     883.10  (feet)  COMP
 GB0766  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GB0766
 GB0766  VERT ORDER  -  SECOND    CLASS 0
 GB0766
 GB0766.The horizontal coordinates were scaled from a topographic map and have
 GB0766.an estimated accuracy of +/- 6 seconds.
 GB0766
 GB0766.The orthometric height was determined by differential leveling
 GB0766.and adjusted by the National Geodetic Survey in June 1991..
 GB0766
 GB0766.The geoid height was determined by GEOID03.
 GB0766
 GB0766.The dynamic height is computed by dividing the NAVD 88
 GB0766.geopotential number by the normal gravity value computed on the
 GB0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0766.degrees latitude (g = 980.6199 gals.).
 GB0766
 GB0766.The modeled gravity was interpolated from observed gravity values.
 GB0766
 GB0766;                    North         East    Units  Estimated Accuracy
 GB0766;SPC TN       -   204,570.      772,120.      MT  (+/- 180 meters Scaled)
 GB0766
 GB0766                          SUPERSEDED SURVEY CONTROL
 GB0766
 GB0766  NGVD 29 (??/??/92)  269.548  (m)          884.34   (f) ADJ UNCH    2 0
 GB0766
 GB0766.Superseded values are not recommended for survey control.
 GB0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0766.See file dsdata.txt to determine how the superseded data were derived.
 GB0766
 GB0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF620058(NAD 83)
 GB0766_MARKER: DR = REFERENCE MARK DISK
 GB0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0766_STAMPING: GAS RM-2 1964
 GB0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0766+STABILITY: SURFACE MOTION
 GB0766
 GB0766  HISTORY     - Date     Condition        Report By
 GB0766  HISTORY     - 1964     MONUMENTED       TNHD
 GB0766
 GB0766                          STATION DESCRIPTION
 GB0766
 GB0766'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0766'4.7 MI NE FROM CLINTON.
 GB0766'THE MARK IS LOCATED AT THE GAS 1964 STATION SITE, 13 FEET
 GB0766'NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE, 12
 GB0766'FEET NORTH OF A 12-INCH TRIPLE-TRUNKED ELM TREE AND 8 FEET
 GB0766'SOUTHWEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0766'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0766'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2694 ***********************************************************************
 GC2694  DESIGNATION -  GATE
 GC2694  PID         -  GC2694
 GC2694  STATE/COUNTY-  TN/STEWART
 GC2694  USGS QUAD   -  BUMPUS MILLS (1982)
 GC2694
 GC2694                         *CURRENT SURVEY CONTROL
 GC2694  ___________________________________________________________________
 GC2694* NAD 83(1995)-  36 35 49.80828(N)    087 45 23.45714(W)     ADJUSTED  
 GC2694* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 GC2694  ___________________________________________________________________
 GC2694  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 GC2694  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC2694
 GC2694  HORZ ORDER  -  THIRD
 GC2694
 GC2694.The horizontal coordinates were established by classical geodetic methods
 GC2694.and adjusted by the National Geodetic Survey in April 1999..
 GC2694
 GC2694.The orthometric height was scaled from a topographic map.
 GC2694
 GC2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2694
 GC2694.The geoid height was determined by GEOID03.
 GC2694
 GC2694;                    North         East     Units Scale Factor Converg.
 GC2694;SPC TN       -   252,589.537   442,831.287   MT  1.00003700   -1 01 42.0
 GC2694;SPC TN       -   828,704.17  1,452,855.65   sFT  1.00003700   -1 01 42.0
 GC2694;SPC KY1Z     - 1,031,213.633 1,320,445.498   MT  1.00015174   -1 13 54.9
 GC2694;SPC KY1Z     - 3,383,240.06  4,332,161.60   sFT  1.00015174   -1 13 54.9
 GC2694;SPC KY S     -   531,185.559   320,467.466   MT  1.00002750   -1 13 00.8
 GC2694;SPC KY S     - 1,742,731.29  1,051,400.34   sFT  1.00002750   -1 13 00.8
 GC2694;UTM  16      - 4,050,452.868   432,334.197   MT  0.99965641   -0 27 03.7
 GC2694
 GC2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2694!SPC TN       -   0.99997117  x   1.00003700  =   1.00000816
 GC2694!SPC KY1Z     -   0.99997117  x   1.00015174  =   1.00012290
 GC2694!SPC KY S     -   0.99997117  x   1.00002750  =   0.99999866
 GC2694!UTM  16      -   0.99997117  x   0.99965641  =   0.99962759
 GC2694
 GC2694:                Primary Azimuth Mark                     Grid Az
 GC2694:SPC TN       -  GATE AZ MK                               168 55 59.4
 GC2694:SPC KY1Z     -  GATE AZ MK                               169 08 12.3
 GC2694:SPC KY S     -  GATE AZ MK                               169 07 18.2
 GC2694:UTM  16      -  GATE AZ MK                               168 21 21.1
 GC2694
 GC2694|---------------------------------------------------------------------|
 GC2694| PID    Reference Object                     Distance      Geod. Az  |
 GC2694|                                                           dddmmss.s |
 GC2694| CG5861 GATE AZ MK                                         1675417.4 |
 GC2694| CG5862 GATE RM 1                            13.668 METERS 16758     |
 GC2694| CG5863 GATE RM 2                            10.701 METERS 29807     |
 GC2694|---------------------------------------------------------------------|
 GC2694
 GC2694                          SUPERSEDED SURVEY CONTROL
 GC2694
 GC2694  NAD 83(1995)-  36 35 49.80907(N)    087 45 23.45799(W) AD(       ) 3
 GC2694  NAD 83(1995)-  36 35 49.81371(N)    087 45 23.46100(W) AD(       ) 3
 GC2694  NAD 83(1986)-  36 35 49.81746(N)    087 45 23.46001(W) AD(       ) 3
 GC2694  NAD 27      -  36 35 49.64000(N)    087 45 23.39000(W) AD(       ) 3
 GC2694
 GC2694.Superseded values are not recommended for survey control.
 GC2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2694.See file dsdata.txt to determine how the superseded data were derived.
 GC2694
 GC2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3233450453(NAD 83)
 GC2694_MARKER: DS = TRIANGULATION STATION DISK
 GC2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2694
 GC2694  HISTORY     - Date     Condition        Report By
 GC2694  HISTORY     - 1953     MONUMENTED       CGS
 GC2694  HISTORY     - 1957     GOOD             CGS
 GC2694
 GC2694                          STATION DESCRIPTION
 GC2694
 GC2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2694'STATION IS LOCATED NEAR GATE 14 OF FORT CAMPBELL MILITARY RESERVATION
 GC2694'ABOUT 12 MILES NORTHEAST OF DOVER AND 0.45 MILE NORTH OF STATE
 GC2694'HIGHWAY 120.  IT IS 0.05 MILE WEST OF THE GATE, 150 FEET NORTH OF A
 GC2694'FENCE AND 7 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 GC2694'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GATE 1953.
 GC2694'
 GC2694'REFERENCE MARK NO. 1 IS 105 FEET NORTH OF THE FENCE.  THE MARK
 GC2694'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GATE NO.  1 1953.
 GC2694'
 GC2694'REFERENCE MARK NO. 2 IS 155 FEET NORTH OF THE FENCE.  THE MARK
 GC2694'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GATE NO.  2 1953.
 GC2694'
 GC2694'AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER OF STATE HIGHWAY 120, 3
 GC2694'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE
 GC2694'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GATE 1953.
 GC2694'
 GC2694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2694'HIGHWAY 120, WHICH IS ABOUT 10 MILES NORTHEAST OF DOVER, GO
 GC2694'NORTHWEST ON HIGHWAY 120 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE
 GC2694'RIGHT AS DESCRIBED.  CONTINUE ON THE HIGHWAY FOR 0.1 MILE TO A DIRT
 GC2694'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR 0.45 MILE
 GC2694'TO THE GATE TO FORT CAMPBELL MILITARY RESERVATION.  TURN LEFT AT THE
 GC2694'GATE AND GO WEST UP HILL THROUGH A FIELD FOR 0.05 MILE TO THE STATION
 GC2694'AS DESCRIBED.
 GC2694'
 GC2694'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2694
 GC2694                          STATION RECOVERY (1957)
 GC2694
 GC2694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2694'STATION, REFERENCE MARK AND AZIMUTH MARK ALL RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2532 ***********************************************************************
 GB2532  DESIGNATION -  GAYLOR
 GB2532  PID         -  GB2532
 GB2532  STATE/COUNTY-  TN/CAMPBELL
 GB2532  USGS QUAD   -  IVYDELL (1973)
 GB2532
 GB2532                         *CURRENT SURVEY CONTROL
 GB2532  ___________________________________________________________________
 GB2532* NAD 83(1995)-  36 28 02.54673(N)    084 14 27.73971(W)     ADJUSTED  
 GB2532* NAVD 88     -       678.6    (meters)    2226.     (feet)  VERTCON   
 GB2532  ___________________________________________________________________
 GB2532  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GB2532  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB2532
 GB2532  HORZ ORDER  -  SECOND
 GB2532
 GB2532.The horizontal coordinates were established by classical geodetic methods
 GB2532.and adjusted by the National Geodetic Survey in April 1999..
 GB2532
 GB2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2532
 GB2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2532
 GB2532.The geoid height was determined by GEOID03.
 GB2532
 GB2532;                    North         East     Units Scale Factor Converg.
 GB2532;SPC TN       -   238,192.271   757,646.348   MT  1.00000939   +1 01 47.2
 GB2532;SPC TN       -   781,469.14  2,485,711.39   sFT  1.00000939   +1 01 47.2
 GB2532;SPC KY1Z     - 1,015,971.128 1,635,267.911   MT  1.00020420   +0 55 35.2
 GB2532;SPC KY1Z     - 3,333,231.94  5,365,041.47   sFT  1.00020420   +0 55 35.2
 GB2532;SPC KY S     -   515,955.293   635,248.404   MT  1.00005891   +0 54 54.5
 GB2532;SPC KY S     - 1,692,763.32  2,084,144.14   sFT  1.00005891   +0 54 54.5
 GB2532;UTM  16      - 4,039,328.329   747,211.395   MT  1.00035302   +1 38 26.4
 GB2532
 GB2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2532!SPC TN       -   0.99989815  x   1.00000939  =   0.99990754
 GB2532!SPC KY1Z     -   0.99989815  x   1.00020420  =   1.00010233
 GB2532!SPC KY S     -   0.99989815  x   1.00005891  =   0.99995705
 GB2532!UTM  16      -   0.99989815  x   1.00035302  =   1.00025113
 GB2532
 GB2532|---------------------------------------------------------------------|
 GB2532| PID    Reference Object                     Distance      Geod. Az  |
 GB2532|                                                           dddmmss.s |
 GB2532| DB9428 GAYLOR RM 1                          26.155 METERS 07655     |
 GB2532| GB2577 PINE                                APPROX. 3.6 KM 2323052.0 |
 GB2532| DB9429 GAYLOR RM 2                          26.456 METERS 23454     |
 GB2532| GB2575 BRADEN LOOKOUT TOWER NC 22          APPROX.10.3 KM 2631502.9 |
 GB2532| DB9427 GAYLOR AZ MK                                       2973336.8 |
 GB2532|---------------------------------------------------------------------|
 GB2532
 GB2532                          SUPERSEDED SURVEY CONTROL
 GB2532
 GB2532  NAD 83(1995)-  36 28 02.54778(N)    084 14 27.74119(W) AD(       ) 2
 GB2532  NAD 83(1995)-  36 28 02.55540(N)    084 14 27.74308(W) AD(       ) 2
 GB2532  NAD 83(1986)-  36 28 02.55725(N)    084 14 27.74155(W) AD(       ) 2
 GB2532  NAD 27      -  36 28 02.26610(N)    084 14 27.98310(W) AD(       ) 2
 GB2532  NGVD 29 (07/19/86)  678.7    (m)         2227.     (f) VERT ANG       
 GB2532
 GB2532.Superseded values are not recommended for survey control.
 GB2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2532.See file dsdata.txt to determine how the superseded data were derived.
 GB2532
 GB2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4721139328(NAD 83)
 GB2532_MARKER: DE = TRAVERSE STATION DISK
 GB2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2532
 GB2532  HISTORY     - Date     Condition        Report By
 GB2532  HISTORY     - 1961     MONUMENTED       CGS
 GB2532  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB2532
 GB2532                          STATION DESCRIPTION
 GB2532
 GB2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2532'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF ELK VALLEY ON PINE
 GB2532'MOUNTAIN AT THE HEAD OF
 GB2532'GAYLOR HOLLOW.
 GB2532'
 GB2532'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2532'HIGHWAY 63 IN THE EASTERN
 GB2532'PART OF CARYVILLE, GO NORTHWEST ON STATE HIGHWAY 63
 GB2532'FOR 7.7 MILES TO A SIDE ROAD RIGHT,
 GB2532'JUST BEFORE REACHING A ONE LANE
 GB2532'BRIDGE, TURN RIGHT AND GO 0.5 MILE TO A T ROAD, TURN
 GB2532'LEFT, AND GO
 GB2532'7.55 MILES TO A DIM SIDE ROAD LEFT ON THE WEST SIDE OF A FARM HOUSE,
 GB2532'TURN LEFT AND GO
 GB2532'2.5 MILES TO A FORK AT TOP OF MOUNTAIN, TURN LEFT
 GB2532'AND GO 0.1 MILE TO THE STATION ON
 GB2532'THE LEFT.
 GB2532'
 GB2532'STATION MARK IS 12 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 2.6
 GB2532'FEET NORTH OF A WITNESS
 GB2532'SIGN.  THE MARK IS A STANDARD TRAVERSE DISK SET IN A
 GB2532'CONCRETE POST, WHICH PROJECTS
 GB2532'2-INCHES AND IS STAMPED GAYLOR 1961.
 GB2532'
 GB2532'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 GB2532'AND 2 FEET SOUTH OF A
 GB2532'WITNESS SIGN.  THE MARK IS A STANDARD DISK SET IN A
 GB2532'CONCRETE POST, WHICH PROJECTS
 GB2532'2-INCHES AND IS STAMPED GAYLOR NO 1
 GB2532'1961.
 GB2532'
 GB2532'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 GB2532'AND 1.8 FEET NORTH OF A
 GB2532'WITNESS SIGN.  THE MARK IS A STANDARD DISK SET IN A
 GB2532'CONCRETE POST, WHICH PROJECTS
 GB2532'3-INCHES AND IS STAMPED GAYLOR NO 2
 GB2532'1961.
 GB2532'
 GB2532'AZIMUTH MARK IS 13 FEET EAST OF THE CENTER OF ELK VALLEY ROAD AND 9
 GB2532'INCHES SOUTH OF THE
 GB2532'NORTH END OF A 20 FOOT CONCRETE CULVERT.  THE MARK IS A
 GB2532'STANDARD DISK CEMENTED IN A
 GB2532'DRILL HOLE IN A CONCRETE CULVERT, FLUSH
 GB2532'AND IS STAMPED GAYLOR 1961.
 GB2532'
 GB2532'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ELK VALLEY, GO WEST
 GB2532'ON BLACK TOP ROAD FOR 0.15
 GB2532'MILE TO THE JUNCTION OF ELK VALLEY ROAD, TURN LEFT
 GB2532'AND FOLLOW THE ELK VALLEY ROAD IN A
 GB2532'SOUTHERLY DIRECTION FOR 1.05
 GB2532'MILES TO A GRAVELED ROAD RIGHT , CONTINUE STRAIGHT
 GB2532'AHEAD FOR ABOUT
 GB2532'150 YARDS TO THE MARK ON THE LEFT.
 GB2532'
 GB2532'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 GB2532
 GB2532                          STATION RECOVERY (1973)
 GB2532
 GB2532'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (GBS)
 GB2532'GAYLOR AND REFS NOT FOUND.
 GB2532'
 GB2532'BELIEVED DESTROYED BY INTERSTATE CONSTRUCTION.
 GB2532'
 GB2532'DISTANCE AND DIRECTION FROM NEAREST TOWN 1.0 MILE N. W. OF ELK
 GB2532'VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE5460 ***********************************************************************
 DE5460  SACS        -  This is a Secondary Airport Control Station.
 DE5460  DESIGNATION -  GCY A
 DE5460  PID         -  DE5460
 DE5460  STATE/COUNTY-  TN/GREENE
 DE5460  USGS QUAD   -  GREENEVILLE (1961)
 DE5460
 DE5460                         *CURRENT SURVEY CONTROL
 DE5460  ___________________________________________________________________
 DE5460* NAD 83(1995)-  36 11 53.69302(N)    082 48 25.77986(W)     ADJUSTED  
 DE5460* NAVD 88     -       487.41   (meters)    1599.1    (feet)  GPS OBS   
 DE5460  ___________________________________________________________________
 DE5460  X           -     645,254.031 (meters)                     COMP
 DE5460  Y           -  -5,112,850.652 (meters)                     COMP
 DE5460  Z           -   3,746,235.206 (meters)                     COMP
 DE5460  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DE5460  ELLIP HEIGHT-         456.10  (meters)          (06/20/02) GPS OBS
 DE5460  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DE5460
 DE5460  HORZ ORDER  -  FIRST
 DE5460  ELLP ORDER  -  FOURTH    CLASS I
 DE5460
 DE5460.This mark is at Greeneville Airport (GCY)
 DE5460
 DE5460.The horizontal coordinates were established by GPS observations
 DE5460.and adjusted by the National Geodetic Survey in June 2002..
 DE5460
 DE5460.The orthometric height was determined by GPS observations and a
 DE5460.high-resolution geoid model.
 DE5460
 DE5460.GPS derived orthometric heights for airport stations designated as
 DE5460.PACS or SACS are published to 2 decimal places.  This maintains
 DE5460.centimeter relative accuracy between the PACS and SACS.  It does
 DE5460.not indicate centimeter accuracy relative to other marks which are
 DE5460.part of the NAVD 88 network.
 DE5460
 DE5460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5460
 DE5460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5460
 DE5460.The ellipsoidal height was determined by GPS observations
 DE5460.and is referenced to NAD 83.
 DE5460
 DE5460.The geoid height was determined by GEOID03.
 DE5460
 DE5460;                    North         East     Units Scale Factor Converg.
 DE5460;SPC TN       -   211,595.842   887,095.922   MT  0.99996854   +1 52 09.2
 DE5460;SPC TN       -   694,210.69  2,910,413.87   sFT  0.99996854   +1 52 09.2
 DE5460;UTM  17      - 4,007,450.963   337,525.278   MT  0.99992526   -1 04 03.0
 DE5460
 DE5460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5460!SPC TN       -   0.99992842  x   0.99996854  =   0.99989696
 DE5460!UTM  17      -   0.99992842  x   0.99992526  =   0.99985369
 DE5460
 DE5460                          SUPERSEDED SURVEY CONTROL
 DE5460
 DE5460.No superseded survey control is available for this station.
 DE5460
 DE5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3752507451(NAD 83)
 DE5460_MARKER: DD = SURVEY DISK
 DE5460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE5460_STAMPING: GCY A 1996
 DE5460_MARK LOGO: NGS   
 DE5460_PROJECTION: FLUSH
 DE5460_MAGNETIC: I = MARKER IS A STEEL ROD
 DE5460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5460+STABILITY: SURFACE MOTION
 DE5460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5460+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2001
 DE5460_ROD/PIPE-DEPTH: 1.0  meters
 DE5460
 DE5460  HISTORY     - Date     Condition        Report By
 DE5460  HISTORY     - 1996     MONUMENTED       TNDT
 DE5460  HISTORY     - 20011214 GOOD             NGS
 DE5460
 DE5460                          STATION DESCRIPTION
 DE5460
 DE5460'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 DE5460'THE STATION IS LOCATED ABOUT 2.0 KM NORTH OF GREENVILLE AT THE
 DE5460'GREENVILLE MUNICIPAL AIRPORT, NEAR THE NORTHEAST END OF THE
 DE5460'AIRPORT NEAR THE NORTHEAST END OF THE LAST GRASS MEDIAN
 DE5460'BETWEEN THE RUNWAY AND PARALLEL TAXIWAY, SOUTHWEST OF THE END
 DE5460'TAXIWAY AND IN LINE WITH THE HOLD BAR.
 DE5460' 
 DE5460'OWNERSHIP-- GREEN COUNTY AND CITY OF GREENVILLE C/O GREENVILLE
 DE5460'AVIATION SERVICES, INC.  GREENVILLE MUNICIPAL AIRPORT 246 AIRPORT
 DE5460'ROAD, GREENVILLE, TN.  37745   CHIEF FLIGHT INSTRUCTOR IS STEVEN
 DE5460'NEESEN  PHONE 423-639-6275
 DE5460' 
 DE5460'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11E NORTH
 DE5460'BYPASS AND STATE HIGHWAY 172 NEAR THE NORTH SIDE OF GREENVILLE,
 DE5460'GO NORTH FOR 0.24 KM ON HIGHWAY 172 TO THE JUNCTION OF A PAVED
 DE5460'ROAD RIGHT.  TURN RIGHT, EASTERLY FOR 0.56 KM ON THE ROAD TO THE
 DE5460'JUNCTION OF WHITE HOUSE ROAD ON THE RIGHT.  TURN RIGHT,
 DE5460'NORTHERLY FOR 0.48 KM ON THE ROAD TO THE AIRPORT OFFICE IN THE
 DE5460'GREENVILLE AVIATION SERVICES HANGAR.  FROM THE AIRPORT OFFICE GO
 DE5460'NORTHEASTERLY FOR 0.80 KM CROSSING APRON AND ON THE PARALLEL
 DE5460'TAXIWAY TO THE END TAXIWAY AND HOLD BAR AND THE STATION ON THE
 DE5460'LEFT.
 DE5460' 
 DE5460'NOTE--THE DATUM POINT IS A PUNCH MARK IN THE CENTER OF A SMALL
 DE5460'TRIANGLE CAST IN THE TOP CENTER OF A 5-CM BRASS SURVEY DISK SET
 DE5460'INTO THE TOP OF A 1.0 M LONG FENO ROD/PIPE, ENCASED IN A 5 INCH PVC
 DE5460'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE AND FLUSH WITH
 DE5460'THE GROUND SURFACE.
 DE5460' 
 DE5460'STATION IS 30.0 M EAST OF THE NORTHEAST CORNER OF A CONCRETE PAD
 DE5460'FOR A VASI LIGHT, 28.7 M NORTHWEST OF THE WEST EDGE OF THE
 DE5460'PARALLEL TAXIWAY, 18.8 M SOUTHWEST OF THE END TAXIWAY AT THE HOLD
 DE5460'BAR.  BY R.G. HAYES
 DE5460' 
 DE5460'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DE5460' 
 DE5460'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1518 ***********************************************************************
 GC1518  DESIGNATION -  GENE
 GC1518  PID         -  GC1518
 GC1518  STATE/COUNTY-  TN/CHEATHAM
 GC1518  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1518
 GC1518                         *CURRENT SURVEY CONTROL
 GC1518  ___________________________________________________________________
 GC1518* NAD 83(1995)-  36 26 35.11473(N)    087 06 10.60389(W)     ADJUSTED  
 GC1518* NAVD 88     -       217.379  (meters)     713.18   (feet)  ADJUSTED  
 GC1518  ___________________________________________________________________
 GC1518  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GC1518  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1518  DYNAMIC HT  -         217.199 (meters)     712.59  (feet)  COMP
 GC1518  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GC1518
 GC1518  HORZ ORDER  -  SECOND
 GC1518  VERT ORDER  -  SECOND    CLASS 0
 GC1518
 GC1518.The horizontal coordinates were established by classical geodetic methods
 GC1518.and adjusted by the National Geodetic Survey in April 1999..
 GC1518
 GC1518.The orthometric height was determined by differential leveling
 GC1518.and adjusted by the National Geodetic Survey in June 1991..
 GC1518
 GC1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1518
 GC1518.The geoid height was determined by GEOID03.
 GC1518
 GC1518.The dynamic height is computed by dividing the NAVD 88
 GC1518.geopotential number by the normal gravity value computed on the
 GC1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1518.degrees latitude (g = 980.6199 gals.).
 GC1518
 GC1518.The modeled gravity was interpolated from observed gravity values.
 GC1518
 GC1518;                    North         East     Units Scale Factor Converg.
 GC1518;SPC TN       -   234,637.719   501,115.250   MT  1.00000479   -0 38 44.5
 GC1518;SPC TN       -   769,807.25  1,644,075.62   sFT  1.00000479   -0 38 44.5
 GC1518;UTM  16      - 4,033,100.071   490,773.942   MT  0.99960105   -0 03 40.1
 GC1518
 GC1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1518!SPC TN       -   0.99997050  x   1.00000479  =   0.99997529
 GC1518!UTM  16      -   0.99997050  x   0.99960105  =   0.99957156
 GC1518
 GC1518:                Primary Azimuth Mark                     Grid Az
 GC1518:SPC TN       -  GENE AZ MK                               020 36 48.6
 GC1518:UTM  16      -  GENE AZ MK                               020 01 44.2
 GC1518
 GC1518|---------------------------------------------------------------------|
 GC1518| PID    Reference Object                     Distance      Geod. Az  |
 GC1518|                                                           dddmmss.s |
 GC1518| GC1520 GENE AZ MK                                         0195804.1 |
 GC1518| GC1519 GENE RM 1                            26.124 METERS 12005     |
 GC1518| GC1517 GENE RM 2                            26.168 METERS 29606     |
 GC1518| GC2529 ROGERS                              APPROX. 7.9 KM 3122842.6 |
 GC1518|---------------------------------------------------------------------|
 GC1518
 GC1518                          SUPERSEDED SURVEY CONTROL
 GC1518
 GC1518  NAD 83(1995)-  36 26 35.11572(N)    087 06 10.60554(W) AD(       ) 2
 GC1518  NAD 83(1995)-  36 26 35.11890(N)    087 06 10.60750(W) AD(       ) 2
 GC1518  NAD 83(1986)-  36 26 35.12408(N)    087 06 10.60718(W) AD(       ) 2
 GC1518  NAD 27      -  36 26 34.94904(N)    087 06 10.59353(W) AD(       ) 2
 GC1518  NGVD 29 (??/??/92)  217.440  (m)          713.38   (f) ADJ UNCH    2 0
 GC1518
 GC1518.Superseded values are not recommended for survey control.
 GC1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1518.See file dsdata.txt to determine how the superseded data were derived.
 GC1518
 GC1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9077433100(NAD 83)
 GC1518_MARKER: DD = SURVEY DISK
 GC1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1518_STAMPING: GENE 1965
 GC1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1518+STABILITY: SURFACE MOTION
 GC1518
 GC1518  HISTORY     - Date     Condition        Report By
 GC1518  HISTORY     - 1965     MONUMENTED       TNHD
 GC1518  HISTORY     - 1971     GOOD             NGS
 GC1518  HISTORY     - 1971     GOOD             NGS
 GC1518  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC1518
 GC1518                          STATION DESCRIPTION
 GC1518
 GC1518'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC1518'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF PLEASANT VIEW.
 GC1518'
 GC1518'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC1518'STATE ROUTE 49 AT PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY
 GC1518'41A FOR 5.2 MILES TO THE STATION ON THE LEFT AND WINTERS CAFE AND
 GC1518'TRUCK STOP ON THE RIGHT.
 GC1518'
 GC1518'THE STATION IS 35 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC1518'HIGHWAY 41A, 17 FEET NORTHWEST OF A 4-INCH TRIPLE-TRUNKED
 GC1518'ELM TREE, 5 FEET NORTHEAST OF A WIRE FENCE AND 4.5 FEET NORTHEAST OF
 GC1518'A METAL WITNESS POST AND SIGN.  THE SURFACE AND UNDERGROUND MARKS
 GC1518'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GC1518'STAMPED GENE 1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 GC1518'THE SURFACE.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH,
 GC1518'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1518'
 GC1518'REFERENCE MARK NO. 1 IS 35 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC1518'OF U.S. HIGHWAY 41A AND 2 FEET NORTHEAST OF A WIRE FENCE.  THE MARK
 GC1518'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1518'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1518'GENE RM-1 1965.
 GC1518'
 GC1518'REFERENCE MARK NO. 2 IS 38 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC1518'OF U.S. HIGHWAY 41A, 34 FEET SOUTHEAST OF A 13-INCH LOCUST TREE AND
 GC1518'1 FOOT NORTHEAST OF A WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE
 GC1518'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1518'CONCRETE MONUMENT AND THE DISK IS STAMPED GENE RM-2 1965.
 GC1518'
 GC1518'THE AZIMUTH MARK IS 26 FEET WEST OF THE APPROXIMATE CENTER OF A PAVED
 GC1518'ROAD, 3 FEET WEST OF THE WESK BANK OF A 5-FOOT ROADWAY CUT AND
 GC1518'1.6 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK IS A
 GC1518'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1518'FO A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC1518'STAMPED GENE AZI 1965.
 GC1518'
 GC1518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON U.S.
 GC1518'HIGHWAY 41A FOR 0.05 MILE TO A CROSSROAD, (GRAVELED RIGHT AND PAVED
 GC1518'LEFT), TURN LEFT AND GO NORTHERLY ON THE PAVED ROAD FOR 0.45 MILE TO
 GC1518'THE AZIMUTH MARK ON THE LEFT.
 GC1518'
 GC1518'ALL OBSERVATIONS WERE MADE FROM A 74 FOOT STEEL TOWER.
 GC1518'
 GC1518'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 GC1518
 GC1518                          STATION RECOVERY (1971)
 GC1518
 GC1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1518'5 MI NW FROM PLEASANT VIEW.
 GC1518'THIS MARK WAS RECOVERED IN GOOD CONDITION.  FROM THE
 GC1518'INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 IN PLEASANT
 GC1518'VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY 41A FOR 5.2 MILES TO THE
 GC1518'GENE 1965 TRAVERSE STATION ON THE LEFT, 120 FEET EAST OF A
 GC1518'16-INCH ELM TREE, 101 FEET SOUTH AND ACROSS U.S. HIGHWAY 41A
 GC1518'FROM UTILITY POLE NO. A 162, 85.86 FEET EAST-SOUTHEAST OF GENE
 GC1518'RM-2 (THD), 85.71 FEET WEST-NORTHWEST OF GENE RM-1 (THD), 35
 GC1518'FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GC1518'41A, 17 FEET WEST-NORTHWEST OF A 16-INCH, FORKED TRUNKED ELM
 GC1518'TREE, AND 4.3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND
 GC1518'SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT STATION
 GC1518'MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GC1518'MONUMENT AND THE DISK IS STAMPED GENE 1965.
 GC1518
 GC1518                          STATION RECOVERY (1971)
 GC1518
 GC1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC1518'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC1518'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 GC1518'KNOWN TO HAVE BEEN DESTROYED BY CONSTRUCTION ALONG INTERSTATE ROUTE
 GC1518'24 AND THE DISK WAS NOT RECOVERED.  THE STATION WAS OCCUPIED AND THE
 GC1518'HORIZONTAL ANGLE OBSERVED BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 GC1518'MARK NO. 2.  THE ANGLE OBSERVED THIS DATE CHECKED THE 1965
 GC1518'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS.  VERTICAL ANGLES WERE
 GC1518'OBSERVED FROM THE STATION TO THE REFERENCE MARKS AND SLOPE
 GC1518'MEASUREMENTS MADE.  WHEN REDUCED TO THE HORIZONTAL A DISCREPANCY OF
 GC1518'PLUS 0.03 OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 1 AND PLUS 0.02
 GC1518'OF A FOOT FOR REFERENCE MARK NO. 2.
 GC1518'
 GC1518'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC1518'
 GC1518'THE STATION IS LOCATED ALONG THE SOUTHWEST RIGHT-OF-WAY OF U.S.
 GC1518'HIGHWAY 41A ABOUT 5 MILES NORTHWEST OF PLEASANT VIEW.
 GC1518'
 GC1518'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC1518'STATE ROUTE 49 AT PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY
 GC1518'41A FOR 5.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC1518'
 GC1518'THE STATION IS 120 FEET EAST OF A 16-INCH ELM TREE, 101 FEET SOUTH
 GC1518'AND ACROSS U.S. HIGHWAY 41A FROM UTILITY POLE NO.  A 162, 35 FEET
 GC1518'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A, 17
 GC1518'FEET WEST-NORTHWEST OF A 16-INCH, FORKED TRUNKED ELM
 GC1518'TREE, AND 4.3 FEET NORTH-NORTHEAST OF A METAL WITNESS
 GC1518'POST AND SIGN.  IT IS A STANDARD TENNESSEE
 GC1518'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GC1518'CONCRETE MONUMENT AND THE DISK IS STAMPED GENE 1965.
 GC1518'
 GC1518'REFERENCE MARK NO. 1 IS 69 FEET EAST OF THE 16-INCH, FORKED TRUNKED
 GC1518'ELM TREE, 47 FEET WEST OF TELEPHONE POLE NO. 76, 38 FEET
 GC1518'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A, AND
 GC1518'0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1518'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1518'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1518'GENE RM-1 1965.
 GC1518'
 GC1518'REFERENCE MARK NO. 2 IS 38 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 GC1518'CENTER OF U.S. HIGHWAY 41A, 34 FEET EAST OF A 16-INCH ELM TREE, AND
 GC1518'0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1518'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1518'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1518'GENE RM-2 1965.
 GC1518'
 GC1518'NOTE- ALL MARKS AT THIS STATION ARE BENCH MARKS.
 GC1518'
 GC1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 5.0 MILES NW
 GC1518'OF PLEASANT VIEW.
 GC1518
 GC1518                          STATION RECOVERY (2001)
 GC1518
 GC1518'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1519 ***********************************************************************
 GC1519  DESIGNATION -  GENE RM 1
 GC1519  PID         -  GC1519
 GC1519  STATE/COUNTY-  TN/CHEATHAM
 GC1519  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1519
 GC1519                         *CURRENT SURVEY CONTROL
 GC1519  ___________________________________________________________________
 GC1519* NAD 83(1986)-  36 26 35.     (N)    087 06 11.     (W)     SCALED    
 GC1519* NAVD 88     -       218.213  (meters)     715.92   (feet)  ADJUSTED  
 GC1519  ___________________________________________________________________
 GC1519  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1519  DYNAMIC HT  -         218.032 (meters)     715.33  (feet)  COMP
 GC1519  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GC1519
 GC1519  VERT ORDER  -  SECOND    CLASS 0
 GC1519
 GC1519.The horizontal coordinates were scaled from a topographic map and have
 GC1519.an estimated accuracy of +/- 6 seconds.
 GC1519
 GC1519.The orthometric height was determined by differential leveling
 GC1519.and adjusted by the National Geodetic Survey in June 1991..
 GC1519
 GC1519.The geoid height was determined by GEOID03.
 GC1519
 GC1519.The dynamic height is computed by dividing the NAVD 88
 GC1519.geopotential number by the normal gravity value computed on the
 GC1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1519.degrees latitude (g = 980.6199 gals.).
 GC1519
 GC1519.The modeled gravity was interpolated from observed gravity values.
 GC1519
 GC1519;                    North         East    Units  Estimated Accuracy
 GC1519;SPC TN       -   234,630.      501,110.      MT  (+/- 180 meters Scaled)
 GC1519
 GC1519                          SUPERSEDED SURVEY CONTROL
 GC1519
 GC1519  NGVD 29 (??/??/92)  218.274  (m)          716.12   (f) ADJ UNCH    2 0
 GC1519
 GC1519.Superseded values are not recommended for survey control.
 GC1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1519.See file dsdata.txt to determine how the superseded data were derived.
 GC1519
 GC1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF907330(NAD 83)
 GC1519_MARKER: DD = SURVEY DISK
 GC1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1519_STAMPING: GENE RM-1 1965
 GC1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1519+STABILITY: SURFACE MOTION
 GC1519
 GC1519  HISTORY     - Date     Condition        Report By
 GC1519  HISTORY     - 1965     MONUMENTED       TNHD
 GC1519  HISTORY     - 1971     GOOD             NGS
 GC1519  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC1519
 GC1519                          STATION DESCRIPTION
 GC1519
 GC1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1519'5 MI NW FROM PLEASANT VIEW.
 GC1519'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS AT
 GC1519'THE GENE 1965 TRAVERSE STATION SITE, 85.71 FEET EAST-SOUTHEAST
 GC1519'OF GENE (THD), 69 FEET EAST OF A 16-INCH, FORKED TRUNKED ELM
 GC1519'TREE, 47 FEET WEST OF TELEPHONE POLE NO. 76, 38 FEET
 GC1519'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A,
 GC1519'AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC1519'A STANDARD TENNESSEE HIGHWAY DEPARTMENT REFERENCE MARK DISK SET
 GC1519'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC1519'DISK IS STAMPED GENE RM-1 1965.
 GC1519
 GC1519                          STATION RECOVERY (2001)
 GC1519
 GC1519'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1517 ***********************************************************************
 GC1517  DESIGNATION -  GENE RM 2
 GC1517  PID         -  GC1517
 GC1517  STATE/COUNTY-  TN/CHEATHAM
 GC1517  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1517
 GC1517                         *CURRENT SURVEY CONTROL
 GC1517  ___________________________________________________________________
 GC1517* NAD 83(1986)-  36 26 35.     (N)    087 06 11.     (W)     SCALED    
 GC1517* NAVD 88     -       216.686  (meters)     710.91   (feet)  ADJUSTED  
 GC1517  ___________________________________________________________________
 GC1517  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1517  DYNAMIC HT  -         216.506 (meters)     710.32  (feet)  COMP
 GC1517  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 GC1517
 GC1517  VERT ORDER  -  SECOND    CLASS 0
 GC1517
 GC1517.The horizontal coordinates were scaled from a topographic map and have
 GC1517.an estimated accuracy of +/- 6 seconds.
 GC1517
 GC1517.The orthometric height was determined by differential leveling
 GC1517.and adjusted by the National Geodetic Survey in June 1991..
 GC1517
 GC1517.The geoid height was determined by GEOID03.
 GC1517
 GC1517.The dynamic height is computed by dividing the NAVD 88
 GC1517.geopotential number by the normal gravity value computed on the
 GC1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1517.degrees latitude (g = 980.6199 gals.).
 GC1517
 GC1517.The modeled gravity was interpolated from observed gravity values.
 GC1517
 GC1517;                    North         East    Units  Estimated Accuracy
 GC1517;SPC TN       -   234,630.      501,110.      MT  (+/- 180 meters Scaled)
 GC1517
 GC1517                          SUPERSEDED SURVEY CONTROL
 GC1517
 GC1517  NGVD 29 (??/??/92)  216.747  (m)          711.11   (f) ADJ UNCH    2 0
 GC1517
 GC1517.Superseded values are not recommended for survey control.
 GC1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1517.See file dsdata.txt to determine how the superseded data were derived.
 GC1517
 GC1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF907330(NAD 83)
 GC1517_MARKER: DD = SURVEY DISK
 GC1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1517_STAMPING: GENE RM 2 1965
 GC1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1517+STABILITY: SURFACE MOTION
 GC1517
 GC1517  HISTORY     - Date     Condition        Report By
 GC1517  HISTORY     - 1965     MONUMENTED       TNHD
 GC1517  HISTORY     - 1971     GOOD             NGS
 GC1517  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC1517
 GC1517                          STATION DESCRIPTION
 GC1517
 GC1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1517'5 MI NW FROM PLEASANT VIEW.
 GC1517'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS AT
 GC1517'THE GENE 1965 TRAVERSE STATION SITE, 85.86 FEET WEST-NORTHWEST
 GC1517'OF GENE (THD), 38 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER
 GC1517'OF U.S. HIGHWAY 41A, 34 FEET EAST OF A 16-INCH ELM TREE, AND
 GC1517'0.8 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1517'STANDARD TENNESSEE HIGHWAY DEPARTMENT REFERENCE MARK DISK SET
 GC1517'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC1517'DISK IS STAMPED GENE RM-2 1965.
 GC1517
 GC1517                          STATION RECOVERY (2001)
 GC1517
 GC1517'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1801 ***********************************************************************
 FC1801  DESIGNATION -  GEORGETOWN
 FC1801  PID         -  FC1801
 FC1801  STATE/COUNTY-  TN/HAMILTON
 FC1801  USGS QUAD   -  BIRCHWOOD (1967)
 FC1801
 FC1801                         *CURRENT SURVEY CONTROL
 FC1801  ___________________________________________________________________
 FC1801* NAD 83(1995)-  35 15 43.94576(N)    084 57 56.98031(W)     ADJUSTED  
 FC1801* NAVD 88     -       413.5    (meters)    1357.     (feet)  VERTCON   
 FC1801  ___________________________________________________________________
 FC1801  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FC1801  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC1801
 FC1801  HORZ ORDER  -  SECOND
 FC1801
 FC1801.The horizontal coordinates were established by classical geodetic methods
 FC1801.and adjusted by the National Geodetic Survey in April 1999..
 FC1801
 FC1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1801
 FC1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1801
 FC1801.The geoid height was determined by GEOID03.
 FC1801
 FC1801;                    North         East     Units Scale Factor Converg.
 FC1801;SPC TN       -   103,556.071   694,103.580   MT  0.99999787   +0 36 19.6
 FC1801;SPC TN       -   339,750.21  2,277,238.16   sFT  0.99999787   +0 36 19.6
 FC1801;UTM  16      - 3,904,018.288   685,040.568   MT  1.00002198   +1 10 28.9
 FC1801
 FC1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1801!SPC TN       -   0.99993983  x   0.99999787  =   0.99993770
 FC1801!UTM  16      -   0.99993983  x   1.00002198  =   0.99996181
 FC1801
 FC1801:                Primary Azimuth Mark                     Grid Az
 FC1801:SPC TN       -  CRISP                                    037 20 40.0
 FC1801:UTM  16      -  CRISP                                    036 46 30.7
 FC1801
 FC1801|---------------------------------------------------------------------|
 FC1801| PID    Reference Object                     Distance      Geod. Az  |
 FC1801|                                                           dddmmss.s |
 FC1801| FC1799 CRISP                               APPROX.19.0 KM 0375659.6 |
 FC1801| DE5115 GEORGETOWN AZ MK                                   0393225.3 |
 FC1801| DE5116 GEORGETOWN RM 1                      30.480 METERS 11137     |
 FC1801| FC1795 CLEVELAND ATT MAIN MICROWAVE        APPROX.14.1 KM 1133134.2 |
 FC1801| FC1797 CLEVELAND RADIO STA WBAC MAST       APPROX.12.6 KM 1403746.5 |
 FC1801| DE5117 GEORGETOWN RM 2                      35.920 METERS 19643     |
 FC1801| FC1840 BUNCOMBE PK PLANTATION PL TWR       APPROX.13.5 KM 2025210.1 |
 FC1801|---------------------------------------------------------------------|
 FC1801
 FC1801                          SUPERSEDED SURVEY CONTROL
 FC1801
 FC1801  NAD 83(1995)-  35 15 43.94743(N)    084 57 56.98135(W) AD(       ) 2
 FC1801  NAD 83(1995)-  35 15 43.94742(N)    084 57 56.98252(W) AD(       ) 2
 FC1801  NAD 83(1995)-  35 15 43.94775(N)    084 57 56.98147(W) AD(       ) 2
 FC1801  NAD 83(1986)-  35 15 43.94999(N)    084 57 56.97927(W) AD(       ) 2
 FC1801  NAD 27      -  35 15 43.69000(N)    084 57 57.15900(W) AD(       ) 2
 FC1801  NGVD 29 (07/19/86)  413.5    (m)         1357.     (f) VERT ANG       
 FC1801
 FC1801.Superseded values are not recommended for survey control.
 FC1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1801.See file dsdata.txt to determine how the superseded data were derived.
 FC1801
 FC1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8504104018(NAD 83)
 FC1801_MARKER: DS = TRIANGULATION STATION DISK
 FC1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1801
 FC1801  HISTORY     - Date     Condition        Report By
 FC1801  HISTORY     - 1934     MONUMENTED       CGS
 FC1801  HISTORY     - 1949     GOOD             TVA
 FC1801  HISTORY     - 1961     GOOD             CGS
 FC1801
 FC1801                          STATION DESCRIPTION
 FC1801
 FC1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1801'ABOUT 2 MILES SOUTH-SOUTHWEST OF GEORGETOWN, ON SUMMIT ALONG WHITE
 FC1801'OAK MOUNTAIN, ABOUT 3/4 MILE NORTH ALONG RIDGE FROM TALIAFERRO GAP,
 FC1801'AND ON LAND OF W.B. ROARK.  TO REACH FROM MAIN CROSSROADS (JUNCTION
 FC1801'OF ROUTE 83 AND OLD ROUTE 58) AT GEORGETOWN, FOLLOW OOLTEWAH PIKE
 FC1801'SOUTH 1.55 MILES TO FORK, KEEP STRAIGHT AHEAD ON RIGHT FORK AND GO
 FC1801'0.75 MILE TO POINT WHICH IS 0.15 MILE BEYOND SMALL COTTAGE WITH
 FC1801'GREEN ROOF ON RIGHT, TURN LEFT THROUGH OPENING IN FENCE, GO ALONG
 FC1801'FIELD ROAD TO NEWLY BUILT HOUSE, PASS HOUSE AND GO TO FOOT OF
 FC1801'CLEARING LEADING TO PEAK (END OF TRUCK TRAVEL).  STATION IS
 FC1801'ABOUT 1/2 MILE FROM HIGHWAY, 500 FEET ABOVE HIGHWAY, AT WEST EDGE OF
 FC1801'YOUNG PEACH ORCHARD, 36 FEET EAST OF WIRE FENCE, AND 39.5 FEET
 FC1801'SOUTH OF TRIANGLE-BLAZED 12-INCH TREE. SURFACE AND UNDERGROUND MARKS
 FC1801'ARE STANDARD STATION DISKS IN CONCRET CONCRETE.
 FC1801'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FC1801'NO. 1 IS IN YOUNG PEACH ORCHARD AND ABOUT 6 FEET LOWER IN
 FC1801'ELEVATION THAN AND 100.38 FEET FROM STATION.
 FC1801'NO. 2 IS ON BACKBONE OF RIDGE, 50 FEET EAST OF WIRE FENCE,
 FC1801'AND 117.83 FEET FROM STATION.  AZIMUTH
 FC1801'MARK IS AT NORTHEAST EDGE OF PEACH ORCHARD AND SOUTHWEST EDGE OF
 FC1801'HEAVY TIMBER, AND 175 YARDS FROM STATION.
 FC1801
 FC1801                          STATION RECOVERY (1949)
 FC1801
 FC1801'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WFF)
 FC1801'STATION WAS RECOVERED IN GOOD CONDITION.  THE DISK IS STAMPED
 FC1801'GEORGETOWN 1934.
 FC1801'
 FC1801'A POST IS SET 3.0 FEET DUE S OF THE MONUMENT.
 FC1801
 FC1801                          STATION RECOVERY (1961)
 FC1801
 FC1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1801'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FC1801'THE DIRECTION TO THE AZIMUTH MARK WAS NOT CHECKED DUE TO EXCESS
 FC1801'CLEARING.
 FC1801'
 FC1801'A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 FC1801'
 FC1801'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF CLEVELAND,
 FC1801'ABOUT 2 MILES SOUTH-SOUTHWEST OF GEORGETOWN, ON SUMMIT ALONG WHITE
 FC1801'OAK MOUNTAIN, AND ON THE PROPERTY OF THE HIAWASSEE LAND COMPANY.
 FC1801'
 FC1801'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1801'HIGHWAY 60 IN CLEVELAND, GO NORTH ON STATE HIGHWAY 60 FOR 8.8 MILES
 FC1801'TO A SIDE ROAD LEFT, TURN LEFT, ON A GRAVELED ROAD AND GO 2.0 MILES
 FC1801'TO A SIDE ROAD RIGHT, TURN RIGHT, ON A GRAVELED ROAD AND GO 0.5
 FC1801'MILE TO A WOODEN GATE, CONTINUE STRAIGHT AHEAD AND GO 0.05 MILE TO A
 FC1801'WIRE GATE, CONTINUE STRAIGHT AHEAD ALONG THE RIGHT SIDE OF A DITCH
 FC1801'FOR 0.2 MILE TO A WIRE GATE, CONTINUE STRAIGHT AHEAD AND GO 0.1 MILE
 FC1801'TO THE EDGE OF WOODS, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A
 FC1801'FORK, (HIAWASSEE LAND COMPANY BOUNDRY) TAKE LEFT FORK STRAIGHT
 FC1801'AHEAD AND GO 0.9 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, UP HILL AND
 FC1801'GO 0.3 MILE TO THE TOP OF HILL AND STATION.
 FC1801'
 FC1801'THE STATION MARK IS 20 FEET NORTHEAST OF A 10-INCH PINE TREE, 5 FEET
 FC1801'SOUTH OF A 5-INCH PINE TREE AND 2.1 FEET NORTH OF A METAL WITNESS
 FC1801'POST.  THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 FC1801'WHICH PROJECTS 4-INCHES, AND IS STAMPED GEORGETOWN 1934.
 FC1801'
 FC1801'REFERENCE MARK NO. 1 IS 9 FEET SOUTHEAST OF A TRIANGLE BLAZED PINE
 FC1801'TREE, 2 FEET NORTH OF A TRIANGLE BLAZED OAK TREE AND ABOUT 5 FEET
 FC1801'LOWER THAN THE STATION.  THE MARK IS A STANDARD DISK SET IN A SQUARE
 FC1801'CONCRETE POST, WHICH PROJECTS 4-INCHES AND IS STAMPED GEORGETOWN NO 1
 FC1801'1934.
 FC1801'
 FC1801'REFERENCE MARK NO. 2 IS 115 FEET SOUTH OF A METAL WITNESS POST.  THE
 FC1801'MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH
 FC1801'PROJECTS 4-INCHES AND IS STAMPED GEORGETOWN NO 2 1934.
 FC1801'
 FC1801'AZIMUTH MARK IS ON THE NORTHEAST SLOPE OF RIDGE AND 9 FEET WEST OF A
 FC1801'TWIN TRUNK TREE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 FC1801'A SQUARE CONCRETE POST, WHICH PROJECTS 5-INCHES AND IS STAMPED
 FC1801'GEORGETOWN AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2550 ***********************************************************************
 GC2550  DESIGNATION -  GERMANTOWN
 GC2550  PID         -  GC2550
 GC2550  STATE/COUNTY-  TN/CHEATHAM
 GC2550  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2550
 GC2550                         *CURRENT SURVEY CONTROL
 GC2550  ___________________________________________________________________
 GC2550* NAD 83(1995)-  36 13 43.03376(N)    087 07 46.15152(W)     ADJUSTED  
 GC2550* NAVD 88     -       232.20   (+/-2cm)     761.8    (feet)  VERTCON   
 GC2550  ___________________________________________________________________
 GC2550  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GC2550  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2550
 GC2550  HORZ ORDER  -  SECOND
 GC2550  VERT ORDER  -  THIRD ? (See Below)
 GC2550
 GC2550.The horizontal coordinates were established by classical geodetic methods
 GC2550.and adjusted by the National Geodetic Survey in April 1999..
 GC2550
 GC2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2550.The vertical order pertains to the NGVD 29 superseded value.
 GC2550
 GC2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2550
 GC2550.The geoid height was determined by GEOID03.
 GC2550
 GC2550;                    North         East     Units Scale Factor Converg.
 GC2550;SPC TN       -   210,868.372   498,461.171   MT  0.99997205   -0 39 40.5
 GC2550;SPC TN       -   691,823.98  1,635,368.03   sFT  0.99997205   -0 39 40.5
 GC2550;UTM  16      - 4,009,314.063   488,363.461   MT  0.99960167   -0 04 35.5
 GC2550
 GC2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2550!SPC TN       -   0.99996814  x   0.99997205  =   0.99994019
 GC2550!UTM  16      -   0.99996814  x   0.99960167  =   0.99956982
 GC2550
 GC2550|---------------------------------------------------------------------|
 GC2550| PID    Reference Object                     Distance      Geod. Az  |
 GC2550|                                                           dddmmss.s |
 GC2550| GC2549 GERMANTOWN ST FOREST LOT HR 24       17.680 METERS 04152     |
 GC2550| CG5865 GERMANTOWN AZ MK                                   0732524.5 |
 GC2550| GC2552 GERMANTOWN TRAV MARK                 23.660 METERS 07825     |
 GC2550| CG5866 GERMANTOWN RM 1                      23.382 METERS 18433     |
 GC2550|---------------------------------------------------------------------|
 GC2550
 GC2550                          SUPERSEDED SURVEY CONTROL
 GC2550
 GC2550  NAD 83(1995)-  36 13 43.03529(N)    087 07 46.15364(W) AD(       ) 2
 GC2550  NAD 83(1995)-  36 13 43.03716(N)    087 07 46.15469(W) AD(       ) 2
 GC2550  NAD 83(1986)-  36 13 43.04376(N)    087 07 46.15464(W) AD(       ) 2
 GC2550  NAD 27      -  36 13 42.84100(N)    087 07 46.13800(W) AD(       ) 2
 GC2550  NGVD 29 (07/19/86)  232.23   (m)          761.9    (f) LEVELING    3  
 GC2550
 GC2550.Superseded values are not recommended for survey control.
 GC2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2550.See file dsdata.txt to determine how the superseded data were derived.
 GC2550
 GC2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8836309314(NAD 83)
 GC2550_MARKER: DS = TRIANGULATION STATION DISK
 GC2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2550
 GC2550  HISTORY     - Date     Condition        Report By
 GC2550  HISTORY     - 1953     MONUMENTED       CGS
 GC2550
 GC2550                          STATION DESCRIPTION
 GC2550
 GC2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2550'STATION IS LOCATED AT THE GERMANTOWN STATE FOREST LOOKOUT TOWER ABOUT
 GC2550'5 MILES SOUTHWEST OF ASHLAND CITY.  IT IS 110 FEET NORTHWEST OF
 GC2550'A 5-POINT INTERSECTION OF GRAVEL ROADS, 21 FEET NORTH OF THE CENTER
 GC2550'OF A GRAVEL ROAD, 7 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 GC2550'NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 GC2550'STAMPED GERMANTOWN 1953.
 GC2550'
 GC2550'REFERENCE MARK NO. 1 IS 55 FEET SOUTH OF THE CENTER OF THE GRAVEL
 GC2550'ROAD AND 32 FEET WEST OF THE SOUTHWEST CORNER OF A SHED.  THE
 GC2550'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GERMANTOWN NO. 1
 GC2550'1953.
 GC2550'
 GC2550'CORPS OF ENGINEERS (U.S. ARMY) TRAVERSE MARKER WAS USED AS A
 GC2550'REFERENCE MARK.  IT IS 60 FEET NORTHWEST OF THE GRAVEL ROAD
 GC2550'INTERSECTION, 32 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT
 GC2550'TOWER AND 3 FEET EAST OF THE FENCE.  THE MARK IS A 4 X 4 INCH
 GC2550'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES WITH A CORPS OF ENGINEERS
 GC2550'U.S. ARMY TRAVERSE STATION DISK IN THE TOP STAMPED JUN 18
 GC2550'1948.
 GC2550'
 GC2550'AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 5 FEET
 GC2550'NORTHWEST OF A 20 INCH OAK TREE AND FENCE CORNER AND 2 FEET WEST
 GC2550'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2550'DISK IS STAMPED GERMANTOWN 1953.
 GC2550'
 GC2550'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 12 IN
 GC2550'ASHLAND CITY, GO SOUTH AND WEST ON HIGHWAY 49 FOR 3.5 MILES TO A
 GC2550'GRAVEL ROAD LEFT AT THE TOP OF A STEEP GRADE.  TURN LEFT ON GRAVEL
 GC2550'ROAD AND GO SOUTH FOR 3.9 MILES TO A 5-POINT INTERSECTION OF
 GC2550'GRAVEL ROADS AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC2550'
 GC2550'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST AND NORTHEAST ON
 GC2550'GRAVEL ROAD FOR 0.35 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2550'
 GC2550'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2560 ***********************************************************************
 FE2560  DESIGNATION -  GERMANTOWN MUNICIPAL TANK
 FE2560  PID         -  FE2560
 FE2560  STATE/COUNTY-  TN/SHELBY
 FE2560  USGS QUAD   -  GERMANTOWN (1997)
 FE2560
 FE2560                         *CURRENT SURVEY CONTROL
 FE2560  ___________________________________________________________________
 FE2560* NAD 83(1995)-  35 05 05.08163(N)    089 48 31.62585(W)     ADJUSTED  
 FE2560* NAVD 88     -                                                        
 FE2560  ___________________________________________________________________
 FE2560  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE2560  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE2560
 FE2560  HORZ ORDER  -  THIRD
 FE2560
 FE2560.The horizontal coordinates were established by classical geodetic methods
 FE2560.and adjusted by the National Geodetic Survey in April 1999..
 FE2560
 FE2560
 FE2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2560
 FE2560.The geoid height was determined by GEOID03.
 FE2560
 FE2560;                    North         East     Units Scale Factor Converg.
 FE2560;SPC TN       -    90,128.403   252,737.967   MT  1.00003327   -2 13 47.3
 FE2560;SPC TN       -   295,696.27    829,191.15   sFT  1.00003327   -2 13 47.3
 FE2560;UTM  16      - 3,886,050.531   243,923.178   MT  1.00040825   -1 36 55.2
 FE2560
 FE2560                          SUPERSEDED SURVEY CONTROL
 FE2560
 FE2560  NAD 83(1995)-  35 05 05.08424(N)    089 48 31.62639(W) AD(       ) 4
 FE2560  NAD 83(1995)-  35 05 05.08646(N)    089 48 31.62711(W) AD(       ) 4
 FE2560  NAD 83(1986)-  35 05 05.09208(N)    089 48 31.62653(W) AD(       ) 4
 FE2560  NAD 27      -  35 05 04.76400(N)    089 48 31.31700(W) AD(       ) 3
 FE2560
 FE2560.Superseded values are not recommended for survey control.
 FE2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2560.See file dsdata.txt to determine how the superseded data were derived.
 FE2560
 FE2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4392386051(NAD 83)
 FE2560_MARKER: 53 = ELEVATED TANK
 FE2560
 FE2560  HISTORY     - Date     Condition        Report By
 FE2560  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2560
 FE2560                          STATION DESCRIPTION
 FE2560
 FE2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2560'THE STATION IS THE CENTER OF THE TOP OF THE TANK. IT IS PAINTED
 FE2560'SILVER WITH THE LEGEND GERMANTOWN PAINTED IN BLACK LETTERS ON
 FE2560'THE NORTHWEST SIDE. THE TANK IS A 4 LEGGED STEEL STRUCTURE WITH AN
 FE2560'OVERALL HEIGHT OF 120 FEET.
 FE2560'
 FE2560'IT IS LOCATED IN THE SOUTH EDGE OF GERMANTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2549 ***********************************************************************
 GC2549  DESIGNATION -  GERMANTOWN ST FOREST LOT HR 24
 GC2549  PID         -  GC2549
 GC2549  STATE/COUNTY-  TN/CHEATHAM
 GC2549  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2549
 GC2549                         *CURRENT SURVEY CONTROL
 GC2549  ___________________________________________________________________
 GC2549* NAD 83(1995)-  36 13 43.46097(N)    087 07 45.67909(W)     ADJUSTED  
 GC2549* NAVD 88     -                                                        
 GC2549  ___________________________________________________________________
 GC2549  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GC2549  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2549
 GC2549  HORZ ORDER  -  THIRD
 GC2549
 GC2549.The horizontal coordinates were established by classical geodetic methods
 GC2549.and adjusted by the National Geodetic Survey in April 1999..
 GC2549
 GC2549
 GC2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2549
 GC2549.The geoid height was determined by GEOID03.
 GC2549
 GC2549;                    North         East     Units Scale Factor Converg.
 GC2549;SPC TN       -   210,881.403   498,473.120   MT  0.99997206   -0 39 40.2
 GC2549;SPC TN       -   691,866.74  1,635,407.23   sFT  0.99997206   -0 39 40.2
 GC2549;UTM  16      - 4,009,327.210   488,375.272   MT  0.99960166   -0 04 35.2
 GC2549
 GC2549                          SUPERSEDED SURVEY CONTROL
 GC2549
 GC2549  NAD 83(1995)-  36 13 43.46250(N)    087 07 45.68122(W) AD(       ) 4
 GC2549  NAD 83(1995)-  36 13 43.46437(N)    087 07 45.68227(W) AD(       ) 4
 GC2549  NAD 83(1986)-  36 13 43.47084(N)    087 07 45.68205(W) AD(       ) 4
 GC2549  NAD 27      -  36 13 43.26800(N)    087 07 45.66600(W) AD(       ) 3
 GC2549
 GC2549.Superseded values are not recommended for survey control.
 GC2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2549.See file dsdata.txt to determine how the superseded data were derived.
 GC2549
 GC2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8837509327(NAD 83)
 GC2549_MARKER: 57 = LOOKOUT TOWER
 GC2549
 GC2549  HISTORY     - Date     Condition        Report By
 GC2549  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2549
 GC2549                          STATION DESCRIPTION
 GC2549
 GC2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2549'STATION IS THE CENTER OF THE BASE OF THE GERMANTOWN STATE FOREST
 GC2549'LOOKOUT TOWER, LOCATED ABOUT 5 MILES SOUTHWEST OF ASHLAND CITY.
 GC2549'THE TOWER IS A 4 LEGGED STEEL STRUCTURE ABOUT 90 FEET HIGH WITH AN
 GC2549'ENCLOSED OBSERVATION PLATFORM AT THE TOP.
 GC2549'
 GC2549'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GERMANTOWN.
 GC2549'THE DISTANCE IS 58.0 FEET, 17.68 METERS.
 GC2549'
 GC2549'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 12 IN
 GC2549'ASHLAND CITY, GO SOUTH AND WEST ON HIGHWAY 49 FOR 3.5 MILES TO A
 GC2549'GRAVEL ROAD LEFT AT THE TOP OF A STEEP GRADE.  TURN LEFT ON GRAVEL
 GC2549'ROAD AND GO SOUTH FOR 3.9 MILES TO A 5-POINT INTERSECTION OF GRAVEL
 GC2549'ROADS AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2552 ***********************************************************************
 GC2552  DESIGNATION -  GERMANTOWN TRAV MARK
 GC2552  PID         -  GC2552
 GC2552  STATE/COUNTY-  TN/CHEATHAM
 GC2552  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2552
 GC2552                         *CURRENT SURVEY CONTROL
 GC2552  ___________________________________________________________________
 GC2552* NAD 83(1995)-  36 13 43.18788(N)    087 07 45.22338(W)     ADJUSTED  
 GC2552* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 GC2552  ___________________________________________________________________
 GC2552  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GC2552  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2552
 GC2552  HORZ ORDER  -  SECOND
 GC2552
 GC2552.The horizontal coordinates were established by classical geodetic methods
 GC2552.and adjusted by the National Geodetic Survey in April 1999..
 GC2552
 GC2552.The orthometric height was scaled from a topographic map.
 GC2552
 GC2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2552
 GC2552.The geoid height was determined by GEOID03.
 GC2552
 GC2552;                    North         East     Units Scale Factor Converg.
 GC2552;SPC TN       -   210,872.855   498,484.402   MT  0.99997205   -0 39 39.9
 GC2552;SPC TN       -   691,838.69  1,635,444.24   sFT  0.99997205   -0 39 39.9
 GC2552;UTM  16      - 4,009,318.781   488,386.636   MT  0.99960166   -0 04 35.0
 GC2552
 GC2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2552!SPC TN       -   0.99996817  x   0.99997205  =   0.99994022
 GC2552!UTM  16      -   0.99996817  x   0.99960166  =   0.99956985
 GC2552
 GC2552                          SUPERSEDED SURVEY CONTROL
 GC2552
 GC2552  NAD 83(1995)-  36 13 43.18941(N)    087 07 45.22550(W) AD(       ) 2
 GC2552  NAD 83(1995)-  36 13 43.19128(N)    087 07 45.22655(W) AD(       ) 2
 GC2552  NAD 83(1986)-  36 13 43.19788(N)    087 07 45.22651(W) AD(       ) 2
 GC2552  NAD 27      -  36 13 42.99500(N)    087 07 45.21000(W) AD(       ) 2
 GC2552
 GC2552.Superseded values are not recommended for survey control.
 GC2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2552.See file dsdata.txt to determine how the superseded data were derived.
 GC2552
 GC2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8838709319(NAD 83)
 GC2552_MARKER: DD = SURVEY DISK
 GC2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2552_MARK LOGO: USE   
 GC2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2552+STABILITY: SURFACE MOTION
 GC2552
 GC2552  HISTORY     - Date     Condition        Report By
 GC2552  HISTORY     - 1953     MONUMENTED       USE
 GC2552
 GC2552                          STATION DESCRIPTION
 GC2552
 GC2552'DESCRIBED BY US ENGINEERS 1953
 GC2552'SEE STATION GERMANTOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1497 ***********************************************************************
 FE1497  DESIGNATION -  GETWELL RM 1
 FE1497  PID         -  FE1497
 FE1497  STATE/COUNTY-  TN/SHELBY
 FE1497  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1497
 FE1497                         *CURRENT SURVEY CONTROL
 FE1497  ___________________________________________________________________
 FE1497* NAD 83(1986)-  35 04 51.     (N)    089 55 53.     (W)     SCALED    
 FE1497* NAVD 88     -        77.278  (meters)     253.54   (feet)  ADJUSTED  
 FE1497  ___________________________________________________________________
 FE1497  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1497  DYNAMIC HT  -          77.206 (meters)     253.30  (feet)  COMP
 FE1497  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 FE1497
 FE1497  VERT ORDER  -  SECOND    CLASS 0
 FE1497
 FE1497.The horizontal coordinates were scaled from a topographic map and have
 FE1497.an estimated accuracy of +/- 6 seconds.
 FE1497
 FE1497.The orthometric height was determined by differential leveling
 FE1497.and adjusted by the National Geodetic Survey in June 1991..
 FE1497
 FE1497.The geoid height was determined by GEOID03.
 FE1497
 FE1497.The dynamic height is computed by dividing the NAVD 88
 FE1497.geopotential number by the normal gravity value computed on the
 FE1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1497.degrees latitude (g = 980.6199 gals.).
 FE1497
 FE1497.The modeled gravity was interpolated from observed gravity values.
 FE1497
 FE1497;                    North         East    Units  Estimated Accuracy
 FE1497;SPC TN       -    90,140.      241,550.      MT  (+/- 180 meters Scaled)
 FE1497
 FE1497                          SUPERSEDED SURVEY CONTROL
 FE1497
 FE1497  NGVD 29 (??/??/??)   77.247  (m)          253.43   (f) ADJUSTED    2 0
 FE1497
 FE1497.Superseded values are not recommended for survey control.
 FE1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1497.See file dsdata.txt to determine how the superseded data were derived.
 FE1497
 FE1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD327859(NAD 83)
 FE1497_MARKER: DR = REFERENCE MARK DISK
 FE1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1497_STAMPING: GETWELL NO 1 1959
 FE1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1497+STABILITY: SURFACE MOTION
 FE1497
 FE1497  HISTORY     - Date     Condition        Report By
 FE1497  HISTORY     - 1959     MONUMENTED       CGS
 FE1497  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE1497
 FE1497                          STATION DESCRIPTION
 FE1497
 FE1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1497'IN MEMPHIS.
 FE1497'THIS MARK IS LOCATED AT THE STATION SITE.  110.5 FT. NORTHEAST
 FE1497'OF THE STATION, 16 FT. NORTH OF THE CENTER OF A DRIVEWAY, 2 FT.
 FE1497'EAST OF A POWER LINE POLE, A DISK SET IN TOP OF A CONCRETE POST
 FE1497'SET FLUSH WITH THE GROUND.
 FE1497
 FE1497                          STATION RECOVERY (1965)
 FE1497
 FE1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FE1497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1498 ***********************************************************************
 FE1498  DESIGNATION -  GETWELL RM 2
 FE1498  PID         -  FE1498
 FE1498  STATE/COUNTY-  TN/SHELBY
 FE1498  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1498
 FE1498                         *CURRENT SURVEY CONTROL
 FE1498  ___________________________________________________________________
 FE1498* NAD 83(1986)-  35 04 52.     (N)    089 55 54.     (W)     SCALED    
 FE1498* NAVD 88     -        76.914  (meters)     252.34   (feet)  ADJUSTED  
 FE1498  ___________________________________________________________________
 FE1498  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1498  DYNAMIC HT  -          76.843 (meters)     252.11  (feet)  COMP
 FE1498  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 FE1498
 FE1498  VERT ORDER  -  SECOND    CLASS 0
 FE1498
 FE1498.The horizontal coordinates were scaled from a topographic map and have
 FE1498.an estimated accuracy of +/- 6 seconds.
 FE1498
 FE1498.The orthometric height was determined by differential leveling
 FE1498.and adjusted by the National Geodetic Survey in June 1991..
 FE1498
 FE1498.The geoid height was determined by GEOID03.
 FE1498
 FE1498.The dynamic height is computed by dividing the NAVD 88
 FE1498.geopotential number by the normal gravity value computed on the
 FE1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1498.degrees latitude (g = 980.6199 gals.).
 FE1498
 FE1498.The modeled gravity was interpolated from observed gravity values.
 FE1498
 FE1498;                    North         East    Units  Estimated Accuracy
 FE1498;SPC TN       -    90,170.      241,520.      MT  (+/- 180 meters Scaled)
 FE1498
 FE1498                          SUPERSEDED SURVEY CONTROL
 FE1498
 FE1498  NGVD 29 (??/??/??)   76.883  (m)          252.24   (f) ADJUSTED    2 0
 FE1498
 FE1498.Superseded values are not recommended for survey control.
 FE1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1498.See file dsdata.txt to determine how the superseded data were derived.
 FE1498
 FE1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD327859(NAD 83)
 FE1498_MARKER: DR = REFERENCE MARK DISK
 FE1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1498_STAMPING: GETWELL NO 2 1959
 FE1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1498+STABILITY: SURFACE MOTION
 FE1498
 FE1498  HISTORY     - Date     Condition        Report By
 FE1498  HISTORY     - 1959     MONUMENTED       CGS
 FE1498  HISTORY     - 1965     MARK NOT FOUND   CGS
 FE1498
 FE1498                          STATION DESCRIPTION
 FE1498
 FE1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1498'IN MEMPHIS.
 FE1498'THIS MARK IS LOCATED AT THE STATION SITE, 94.2 FT. SOUTHWEST OF
 FE1498'THE STATION MARK, 87 FT. SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 FE1498'OF A RED HOUSE, 82 FT. SOUTH OF THE SOUTHWEST CORNER OF A RED
 FE1498'HOUSE, A DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE
 FE1498'GROUND.
 FE1498
 FE1498                          STATION RECOVERY (1965)
 FE1498
 FE1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FE1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2804 ***********************************************************************
 FE2804  DESIGNATION -  GGG
 FE2804  PID         -  FE2804
 FE2804  STATE/COUNTY-  TN/SHELBY
 FE2804  USGS QUAD   -  MUNFORD (1983)
 FE2804
 FE2804                         *CURRENT SURVEY CONTROL
 FE2804  ___________________________________________________________________
 FE2804* NAD 83(1986)-  35 22 46.     (N)    089 48 20.     (W)     SCALED    
 FE2804* NAVD 88     -        94.890  (meters)     311.32   (feet)  ADJUSTED  
 FE2804  ___________________________________________________________________
 FE2804  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2804  DYNAMIC HT  -          94.806 (meters)     311.04  (feet)  COMP
 FE2804  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FE2804
 FE2804  VERT ORDER  -  FIRST     CLASS II
 FE2804
 FE2804.The horizontal coordinates were scaled from a topographic map and have
 FE2804.an estimated accuracy of +/- 6 seconds.
 FE2804
 FE2804.The orthometric height was determined by differential leveling
 FE2804.and adjusted by the National Geodetic Survey in August 1995..
 FE2804
 FE2804.The geoid height was determined by GEOID03.
 FE2804
 FE2804.The dynamic height is computed by dividing the NAVD 88
 FE2804.geopotential number by the normal gravity value computed on the
 FE2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2804.degrees latitude (g = 980.6199 gals.).
 FE2804
 FE2804.The modeled gravity was interpolated from observed gravity values.
 FE2804
 FE2804;                    North         East    Units  Estimated Accuracy
 FE2804;SPC TN       -   122,790.      254,300.      MT  (+/- 180 meters Scaled)
 FE2804
 FE2804                          SUPERSEDED SURVEY CONTROL
 FE2804
 FE2804.No superseded survey control is available for this station.
 FE2804
 FE2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE451187(NAD 83)
 FE2804_MARKER: P = PIPE CAP
 FE2804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2804_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2804_STAMPING: GGG
 FE2804_MARK LOGO: NONE  
 FE2804_PROJECTION: FLUSH
 FE2804_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2804+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2804_ROD/PIPE-DEPTH: 1.0  meters
 FE2804
 FE2804  HISTORY     - Date     Condition        Report By
 FE2804  HISTORY     - 1992     MONUMENTED       MLGW
 FE2804  HISTORY     - 19920115 GOOD             NGS
 FE2804  HISTORY     - 20021001 GOOD             USACE
 FE2804
 FE2804                          STATION DESCRIPTION
 FE2804
 FE2804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2804'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2804'OF COUNTY ROAD 205 IN MILLINGTON, THENCE 0.7 KM (0.45 MI) SOUTHERLY
 FE2804'ALONG KERR-ROSEMARK ROAD, THENCE 4.8 KM (3.00 MI) EASTERLY ALONG
 FE2804'MUDVILLE ROAD, A WELDED POINT ON A PIPE CAP ATTACHED TO A 2-INCH
 FE2804'GALVANIZED PIPE ENCASED IN A 7-INCH PVC PIPE FILLED WITH CONCRETE,
 FE2804'86.6 M (284.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE
 FE2804'SPANNING BIG CREEK, 40.0 M (131.2 FT) NORTH-NORTHWEST OF THE
 FE2804'CENTERLINE OF THE ROAD, 3.0 M (9.8 FT) SOUTHWEST OF THE SOUTHEAST LEG
 FE2804'OF A HIGH LINE TOWER, 2.0 M (6.6 FT) NORTHEAST OF THE SOUTHWEST LEG
 FE2804'OF THE TOWER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 FE2804'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2804
 FE2804                          STATION RECOVERY (2002)
 FE2804
 FE2804'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2696 ***********************************************************************
 GA2696  DESIGNATION -  GIB
 GA2696  PID         -  GA2696
 GA2696  STATE/COUNTY-  TN/CLAIBORNE
 GA2696  USGS QUAD   -  FORK RIDGE (1959)
 GA2696
 GA2696                         *CURRENT SURVEY CONTROL
 GA2696  ___________________________________________________________________
 GA2696* NAD 83(1995)-  36 31 06.85445(N)    083 45 50.76195(W)     ADJUSTED  
 GA2696* NAVD 88     -       378.399  (meters)    1241.46   (feet)  ADJUSTED  
 GA2696  ___________________________________________________________________
 GA2696  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 GA2696  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA2696  DYNAMIC HT  -         378.065 (meters)    1240.37  (feet)  COMP
 GA2696  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 GA2696
 GA2696  HORZ ORDER  -  SECOND
 GA2696  VERT ORDER  -  SECOND    CLASS 0
 GA2696
 GA2696.The horizontal coordinates were established by classical geodetic methods
 GA2696.and adjusted by the National Geodetic Survey in April 1999..
 GA2696
 GA2696.The orthometric height was determined by differential leveling
 GA2696.and adjusted by the National Geodetic Survey in June 1991..
 GA2696
 GA2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2696
 GA2696.The geoid height was determined by GEOID03.
 GA2696
 GA2696.The dynamic height is computed by dividing the NAVD 88
 GA2696.geopotential number by the normal gravity value computed on the
 GA2696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2696.degrees latitude (g = 980.6199 gals.).
 GA2696
 GA2696.The modeled gravity was interpolated from observed gravity values.
 GA2696
 GA2696;                    North         East     Units Scale Factor Converg.
 GA2696;SPC TN       -   244,744.459   800,255.364   MT  1.00001966   +1 18 32.3
 GA2696;SPC TN       -   802,965.78  2,625,504.47   sFT  1.00001966   +1 18 32.3
 GA2696;SPC KY1Z     - 1,022,452.685 1,677,895.531   MT  1.00018291   +1 13 09.4
 GA2696;SPC KY1Z     - 3,354,496.85  5,504,895.59   sFT  1.00018291   +1 13 09.4
 GA2696;SPC KY S     -   522,426.188   677,871.490   MT  1.00004592   +1 12 15.7
 GA2696;SPC KY S     - 1,713,993.25  2,223,983.38   sFT  1.00004592   +1 12 15.7
 GA2696;UTM  17      - 4,045,022.404   252,491.115   MT  1.00035482   -1 38 44.5
 GA2696
 GA2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2696!SPC TN       -   0.99994539  x   1.00001966  =   0.99996504
 GA2696!SPC KY1Z     -   0.99994539  x   1.00018291  =   1.00012829
 GA2696!SPC KY S     -   0.99994539  x   1.00004592  =   0.99999130
 GA2696!UTM  17      -   0.99994539  x   1.00035482  =   1.00030019
 GA2696
 GA2696:                Primary Azimuth Mark                     Grid Az
 GA2696:SPC TN       -  GIB AZ MK                                094 35 34.2
 GA2696:SPC KY1Z     -  GIB AZ MK                                094 40 57.1
 GA2696:SPC KY S     -  GIB AZ MK                                094 41 50.8
 GA2696:UTM  17      -  GIB AZ MK                                097 32 51.0
 GA2696
 GA2696|---------------------------------------------------------------------|
 GA2696| PID    Reference Object                     Distance      Geod. Az  |
 GA2696|                                                           dddmmss.s |
 GA2696| GA2698 GIB AZ MK                                          0955406.5 |
 GA2696| GA2697 GIB RM 1                              8.667 METERS 15505     |
 GA2696| GA2695 GIB RM 2                              8.208 METERS 33505     |
 GA2696|---------------------------------------------------------------------|
 GA2696
 GA2696                          SUPERSEDED SURVEY CONTROL
 GA2696
 GA2696  NAD 83(1995)-  36 31 06.85548(N)    083 45 50.76271(W) AD(       ) 2
 GA2696  NAD 83(1995)-  36 31 06.85716(N)    083 45 50.75750(W) AD(       ) 2
 GA2696  NAD 83(1995)-  36 31 06.86305(N)    083 45 50.76326(W) AD(       ) 2
 GA2696  NAD 83(1986)-  36 31 06.86471(N)    083 45 50.76218(W) AD(       ) 2
 GA2696  NAD 27      -  36 31 06.58143(N)    083 45 51.06280(W) AD(       ) 2
 GA2696  NGVD 29 (??/??/92)  378.551  (m)         1241.96   (f) ADJ UNCH    2 0
 GA2696
 GA2696.Superseded values are not recommended for survey control.
 GA2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2696.See file dsdata.txt to determine how the superseded data were derived.
 GA2696
 GA2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5249145022(NAD 83)
 GA2696_MARKER: DD = SURVEY DISK
 GA2696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2696_SP_SET: MONUMENT
 GA2696_STAMPING: GIB 1964
 GA2696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2696
 GA2696  HISTORY     - Date     Condition        Report By
 GA2696  HISTORY     - 1964     MONUMENTED       TNHD
 GA2696  HISTORY     - 1965     GOOD             TNHD
 GA2696
 GA2696                          STATION DESCRIPTION
 GA2696
 GA2696'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2696'THE STATION IS LOCATED 22 MILES NORTHEAST OF LAFOLLETTE ON THE
 GA2696'PROPERTY OF LEE GIBSON.
 GA2696'
 GA2696'TO REACH THE STATION FROM THE POST OFFICE IN SPEEDWELL, GO 8.25 MILES
 GA2696'EAST-NORTHEAST ON
 GA2696'STATE ROUTE 63 TO A GRAVELED ROAD (DIT SHARP LANE)
 GA2696'ON THE LEFT*, TURN LEFT, NORTH AND
 GA2696'GO 0.1 MILE TO THE STATION ON THE RIGHT.
 GA2696'
 GA2696'THE STATION IS 16 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 GA2696'ROAD, 3 FEET EAST OF THE
 GA2696'EDGE OF THE BANK OF A HIGHWAY CUT AND 1.9 FEET
 GA2696'NORTHEAST OF A WITNESS POST.  THE
 GA2696'SURFACE AND UNDERGROUND MARKS ARE
 GA2696'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE
 GA2696'DISKS ARE STAMPED
 GA2696'GIB 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA2696'THE SURFACE DISK
 GA2696'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2696'
 GA2696'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF A 9-INCH CEDAR TREE, 16 FEET
 GA2696'EAST OF THE APPROXIMATE
 GA2696'CENTER OF THE GRAVELED ROAD AND 3 FEET EAST OF THE
 GA2696'EDGE OF THE BANK OF THE HIGHWAY
 GA2696'CUT.  IT IS A STANDARD TENNESSEE
 GA2696'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2696'FLUSH, CONCRETE
 GA2696'MONUMENT AND THE DISK IS STAMPED GIB RM-1 1964.
 GA2696'
 GA2696'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF
 GA2696'GRAVELED ROAD AND 3
 GA2696'FEET EAST OF THE EDGE OF THE BANK OF THE HIGHWAY CUT.  IT
 GA2696'IS A STANDARD TENNESSEE
 GA2696'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2696'SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2696'DISK IS STAMPED GIB RM-2 1964.
 GA2696'
 GA2696'THE AZIMUTH MARK IS 19 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA2696'STATE ROUTE 63, 4 FEET WEST
 GA2696'OF A FENCE POST, 1.6 FEET EAST OF A WITNESS POST AND
 GA2696'0.5 FEET NORTH OF AN ELECTRIC
 GA2696'FENCE LINE.  IT IS A STANDARD TENNESSEE
 GA2696'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2696'FLUSH, CONCRETE
 GA2696'MONUMENT AND THE DISK IS STAMPED GIB AZI 1964.
 GA2696'
 GA2696'TO REACH THE AZIMUTH MARK*, CONTINUE EAST-NORTHEAST ON STATE ROUTE 63
 GA2696'FOR 0.15 MILE TO THE MARK
 GA2696'ON THE RIGHT.
 GA2696'
 GA2696'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2696'
 GA2696'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2696
 GA2696                          STATION RECOVERY (1965)
 GA2696
 GA2696'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2696'8.3 MI E FROM SPEEDWELL.
 GA2696'FROM THE POST OFFICE IN SPEEDWELL, GO 8.3 MILES EAST NORTHEAST ON
 GA2696'STATE ROUTE 63 TO A GRAVELED ROAD (DIT SHARP LANE) ON THE LEFT,
 GA2696'TURN LEFT, NORTH AND GO 0.1 MILE TO THE MARK ON THE RIGHT, 16
 GA2696'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 3 FEET
 GA2696'EAST OF THE EDGE OF THE BANK OF A HIGHWAY CUT AND 1.9 FEET NORTHEAST
 GA2696'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2696'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2696'CONCRETE MONUMENT, STAMPED GIB 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2698 ***********************************************************************
 GA2698  DESIGNATION -  GIB AZ MK
 GA2698  PID         -  GA2698
 GA2698  STATE/COUNTY-  TN/CLAIBORNE
 GA2698  USGS QUAD   -  FORK RIDGE (1959)
 GA2698
 GA2698                         *CURRENT SURVEY CONTROL
 GA2698  ___________________________________________________________________
 GA2698* NAD 83(1986)-  36 31 06.     (N)    083 45 40.     (W)     SCALED    
 GA2698* NAVD 88     -       375.157  (meters)    1230.83   (feet)  ADJUSTED  
 GA2698  ___________________________________________________________________
 GA2698  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA2698  DYNAMIC HT  -         374.825 (meters)    1229.74  (feet)  COMP
 GA2698  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 GA2698
 GA2698  VERT ORDER  -  SECOND    CLASS 0
 GA2698
 GA2698.The horizontal coordinates were scaled from a topographic map and have
 GA2698.an estimated accuracy of +/- 6 seconds.
 GA2698
 GA2698.The orthometric height was determined by differential leveling
 GA2698.and adjusted by the National Geodetic Survey in June 1991..
 GA2698
 GA2698.The geoid height was determined by GEOID03.
 GA2698
 GA2698.The dynamic height is computed by dividing the NAVD 88
 GA2698.geopotential number by the normal gravity value computed on the
 GA2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2698.degrees latitude (g = 980.6199 gals.).
 GA2698
 GA2698.The modeled gravity was interpolated from observed gravity values.
 GA2698
 GA2698;                    North         East    Units  Estimated Accuracy
 GA2698;SPC TN       -   244,720.      800,520.      MT  (+/- 180 meters Scaled)
 GA2698
 GA2698                          SUPERSEDED SURVEY CONTROL
 GA2698
 GA2698  NGVD 29 (??/??/??)  375.37   (m)         1231.5    (f) RESET       3  
 GA2698
 GA2698.Superseded values are not recommended for survey control.
 GA2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2698.See file dsdata.txt to determine how the superseded data were derived.
 GA2698
 GA2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA527449(NAD 83)
 GA2698_MARKER: DD = SURVEY DISK
 GA2698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2698_SP_SET: MONUMENT
 GA2698_STAMPING: GIB AZI 1964
 GA2698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2698
 GA2698  HISTORY     - Date     Condition        Report By
 GA2698  HISTORY     - 1964     MONUMENTED       TNHD
 GA2698  HISTORY     - 1965     GOOD             TNHD
 GA2698
 GA2698                          STATION DESCRIPTION
 GA2698
 GA2698'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2698'8.3 MI E FROM SPEEDWELL.
 GA2698'FROM THE POST OFFICE IN SPEEDWELL, NORTHEAST ON STATE ROUTE 63
 GA2698'TO THE MARK ON THE LEFT, 19 FEET SOUTHEAST OF THE APPROXIMATE
 GA2698'CENTER OF STATE ROUTE 63, 4 FEET WEST OF A FENCE POST, 1.6 FEET
 GA2698'EAST OF A METAL WITNESS POST WITH SIGN AND 0.5 FEET NORTH OF AN
 GA2698'ELECTRIC FENCE LINE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2698'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2698'GIB AZI 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2697 ***********************************************************************
 GA2697  DESIGNATION -  GIB RM 1
 GA2697  PID         -  GA2697
 GA2697  STATE/COUNTY-  TN/CLAIBORNE
 GA2697  USGS QUAD   -  FORK RIDGE (1959)
 GA2697
 GA2697                         *CURRENT SURVEY CONTROL
 GA2697  ___________________________________________________________________
 GA2697* NAD 83(1986)-  36 31 07.     (N)    083 45 51.     (W)     SCALED    
 GA2697* NAVD 88     -       378.272  (meters)    1241.05   (feet)  ADJUSTED  
 GA2697  ___________________________________________________________________
 GA2697  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA2697  DYNAMIC HT  -         377.938 (meters)    1239.95  (feet)  COMP
 GA2697  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 GA2697
 GA2697  VERT ORDER  -  SECOND    CLASS 0
 GA2697
 GA2697.The horizontal coordinates were scaled from a topographic map and have
 GA2697.an estimated accuracy of +/- 6 seconds.
 GA2697
 GA2697.The orthometric height was determined by differential leveling
 GA2697.and adjusted by the National Geodetic Survey in June 1991..
 GA2697
 GA2697.The geoid height was determined by GEOID03.
 GA2697
 GA2697.The dynamic height is computed by dividing the NAVD 88
 GA2697.geopotential number by the normal gravity value computed on the
 GA2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2697.degrees latitude (g = 980.6199 gals.).
 GA2697
 GA2697.The modeled gravity was interpolated from observed gravity values.
 GA2697
 GA2697;                    North         East    Units  Estimated Accuracy
 GA2697;SPC TN       -   244,750.      800,250.      MT  (+/- 180 meters Scaled)
 GA2697
 GA2697                          SUPERSEDED SURVEY CONTROL
 GA2697
 GA2697  NGVD 29 (??/??/92)  378.424  (m)         1241.55   (f) ADJ UNCH    2 0
 GA2697
 GA2697.Superseded values are not recommended for survey control.
 GA2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2697.See file dsdata.txt to determine how the superseded data were derived.
 GA2697
 GA2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA524450(NAD 83)
 GA2697_MARKER: DD = SURVEY DISK
 GA2697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2697_SP_SET: MONUMENT
 GA2697_STAMPING: GIB RM-1 1964
 GA2697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2697
 GA2697  HISTORY     - Date     Condition        Report By
 GA2697  HISTORY     - 1964     MONUMENTED       TNHD
 GA2697  HISTORY     - 1965     GOOD             TNHD
 GA2697
 GA2697                          STATION DESCRIPTION
 GA2697
 GA2697'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2697'8.3 MI E FROM SPEEDWELL.
 GA2697'THIS MARK IS LOCATED AT THE GIB 1964 STATION SITE, 50 FEET
 GA2697'NORTH OF A 9-INCH CEDAR TREE, 16 FEET EAST OF THE APPROXIMATE
 GA2697'CENTER OF THE GRAVELED ROAD AND 3 FEET EAST OF THE EDGE OF THE
 GA2697'BANK OF A HIGHWAY CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2697'DEPARTMENT DISK, SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2697'MONUMENT, STAMPED GIB RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2695 ***********************************************************************
 GA2695  DESIGNATION -  GIB RM 2
 GA2695  PID         -  GA2695
 GA2695  STATE/COUNTY-  TN/CLAIBORNE
 GA2695  USGS QUAD   -  FORK RIDGE (1959)
 GA2695
 GA2695                         *CURRENT SURVEY CONTROL
 GA2695  ___________________________________________________________________
 GA2695* NAD 83(1986)-  36 31 07.     (N)    083 45 51.     (W)     SCALED    
 GA2695* NAVD 88     -       378.367  (meters)    1241.36   (feet)  ADJUSTED  
 GA2695  ___________________________________________________________________
 GA2695  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GA2695  DYNAMIC HT  -         378.033 (meters)    1240.26  (feet)  COMP
 GA2695  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 GA2695
 GA2695  VERT ORDER  -  SECOND    CLASS 0
 GA2695
 GA2695.The horizontal coordinates were scaled from a topographic map and have
 GA2695.an estimated accuracy of +/- 6 seconds.
 GA2695
 GA2695.The orthometric height was determined by differential leveling
 GA2695.and adjusted by the National Geodetic Survey in June 1991..
 GA2695
 GA2695.The geoid height was determined by GEOID03.
 GA2695
 GA2695.The dynamic height is computed by dividing the NAVD 88
 GA2695.geopotential number by the normal gravity value computed on the
 GA2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2695.degrees latitude (g = 980.6199 gals.).
 GA2695
 GA2695.The modeled gravity was interpolated from observed gravity values.
 GA2695
 GA2695;                    North         East    Units  Estimated Accuracy
 GA2695;SPC TN       -   244,750.      800,250.      MT  (+/- 180 meters Scaled)
 GA2695
 GA2695                          SUPERSEDED SURVEY CONTROL
 GA2695
 GA2695  NGVD 29 (??/??/92)  378.519  (m)         1241.86   (f) ADJ UNCH    2 0
 GA2695
 GA2695.Superseded values are not recommended for survey control.
 GA2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2695.See file dsdata.txt to determine how the superseded data were derived.
 GA2695
 GA2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA524450(NAD 83)
 GA2695_MARKER: DD = SURVEY DISK
 GA2695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2695_SP_SET: MONUMENT
 GA2695_STAMPING: GIB RM-2 1964
 GA2695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2695
 GA2695  HISTORY     - Date     Condition        Report By
 GA2695  HISTORY     - 1964     MONUMENTED       TNHD
 GA2695  HISTORY     - 1965     GOOD             TNHD
 GA2695
 GA2695                          STATION DESCRIPTION
 GA2695
 GA2695'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2695'8.3 MI E FROM SPEEDWELL.
 GA2695'THIS MARK IS LOCATED AT THE GIB 1964 STATION SITE, 16 FEET EAST
 GA2695'OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND 3 FEET EAST OF
 GA2695'THE EDGE OF A HIGHWAY CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2695'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GA2695'STAMPED GIB RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1085 ***********************************************************************
 GA1085  DESIGNATION -  GIBSON
 GA1085  PID         -  GA1085
 GA1085  STATE/COUNTY-  TN/WASHINGTON
 GA1085  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1085
 GA1085                         *CURRENT SURVEY CONTROL
 GA1085  ___________________________________________________________________
 GA1085* NAD 83(1995)-  36 24 36.51460(N)    082 35 59.52519(W)     ADJUSTED  
 GA1085* NAVD 88     -       559.736  (meters)    1836.40   (feet)  ADJUSTED  
 GA1085  ___________________________________________________________________
 GA1085  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GA1085  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1085  DYNAMIC HT  -         559.214 (meters)    1834.69  (feet)  COMP
 GA1085  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 GA1085
 GA1085  HORZ ORDER  -  SECOND
 GA1085  VERT ORDER  -  SECOND    CLASS 0
 GA1085
 GA1085.The horizontal coordinates were established by classical geodetic methods
 GA1085.and adjusted by the National Geodetic Survey in April 1999..
 GA1085
 GA1085.The orthometric height was determined by differential leveling
 GA1085.and adjusted by the National Geodetic Survey in June 1991..
 GA1085
 GA1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1085
 GA1085.The geoid height was determined by GEOID03.
 GA1085
 GA1085.The dynamic height is computed by dividing the NAVD 88
 GA1085.geopotential number by the normal gravity value computed on the
 GA1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1085.degrees latitude (g = 980.6199 gals.).
 GA1085
 GA1085.The modeled gravity was interpolated from observed gravity values.
 GA1085
 GA1085;                    North         East     Units Scale Factor Converg.
 GA1085;SPC TN       -   235,721.913   904,911.459   MT  0.99999885   +1 59 26.1
 GA1085;SPC TN       -   773,364.31  2,968,863.68   sFT  0.99999885   +1 59 26.1
 GA1085;UTM  17      - 4,030,629.790   356,552.460   MT  0.99985353   -0 56 59.2
 GA1085
 GA1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1085!SPC TN       -   0.99991709  x   0.99999885  =   0.99991594
 GA1085!UTM  17      -   0.99991709  x   0.99985353  =   0.99977063
 GA1085
 GA1085|---------------------------------------------------------------------|
 GA1085| PID    Reference Object                     Distance      Geod. Az  |
 GA1085|                                                           dddmmss.s |
 GA1085| GA1086 GIBSON RM 1                           6.536 METERS 04201     |
 GA1085| GA3390 LEWIS                               APPROX. 1.2 KM 2020025.7 |
 GA1085| GA1084 GIBSON RM 2                          11.350 METERS 32118     |
 GA1085|---------------------------------------------------------------------|
 GA1085
 GA1085                          SUPERSEDED SURVEY CONTROL
 GA1085
 GA1085  NAD 83(1995)-  36 24 36.51701(N)    082 35 59.52742(W) AD(       ) 2
 GA1085  NAD 83(1995)-  36 24 36.52643(N)    082 35 59.54365(W) AD(       ) 2
 GA1085  NAD 83(1995)-  36 24 36.51990(N)    082 35 59.52758(W) AD(       ) 2
 GA1085  NAD 83(1986)-  36 24 36.52243(N)    082 35 59.52912(W) AD(       ) 2
 GA1085  NAD 27      -  36 24 36.15750(N)    082 35 59.97880(W) AD(       ) 2
 GA1085  NGVD 29 (??/??/92)  559.872  (m)         1836.85   (f) ADJ UNCH    2 0
 GA1085
 GA1085.Superseded values are not recommended for survey control.
 GA1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1085.See file dsdata.txt to determine how the superseded data were derived.
 GA1085
 GA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5655230630(NAD 83)
 GA1085_MARKER: DE = TRAVERSE STATION DISK
 GA1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1085_STAMPING: GIBSON 1961
 GA1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1085+STABILITY: SURFACE MOTION
 GA1085
 GA1085  HISTORY     - Date     Condition        Report By
 GA1085  HISTORY     - 1961     MONUMENTED       CGS
 GA1085  HISTORY     - 1961     GOOD             CGS
 GA1085
 GA1085                          STATION DESCRIPTION
 GA1085
 GA1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1085'THIS STATION IS LOCATED ABOUT 2 MILES NORTH OF HAWS CROSSROADS, AND
 GA1085'ABOUT 2-1/2 MILES SOUTHEAST
 GA1085'OF FALL BRANCH ON THE PROPERTY OF MR.  GLOVER GIBSON.
 GA1085'
 GA1085'THE STATION IS REACHED FROM THE JUNCTION OF STATE ROUTE 81 AND STATE
 GA1085'ROUTE 93 AT HAWS
 GA1085'CROSSROADS ABOUT 20 MILES NORTHEAST OF GREENEVILLE ON STATE
 GA1085'ROUTE 93, GO NORTH ON
 GA1085'STATE ROUTE 81 FOR 1.75 MILES TO A CROSSROADS
 GA1085'AT THE FOOT OF THE HILL, TURN RIGHT AND
 GA1085'GO 1.1 MILES TO HOUSE ON LEFT
 GA1085'AND STATION ON RIGHT.
 GA1085'
 GA1085'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED GIBSON 1961,
 GA1085'SET IN A SQUARE CONCRETE
 GA1085'MONUMENT WHICH IS FLUSH.  IT IS 18 FEET SOUTH FROM
 GA1085'THE CENTER OF AN OILED ROAD, 57
 GA1085'FEET NORTH FROM THE NORTHWEST CORNER
 GA1085'OF A BARN, 9.5 FEET WEST FROM THE CENTER OF THE
 GA1085'DRIVE-WAY INTO BARN,
 GA1085'AND 6 FEET SOUTHEAST OF A FENCE CORNER POST.
 GA1085'
 GA1085'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED GIBSON NO. 1 1961,
 GA1085'SET IN A SQUARE CONCRETE
 GA1085'MONUMENT WHICH IS FLUSH.  IT IS 68 FEET NORTHWEST
 GA1085'FROM THE NORTHEAST CORNER OF A
 GA1085'BARN, 13 FEET SOUTH FROM THE CENTER OF
 GA1085'AN OILED ROAD, 10 FEET EAST FROM THE CENTER OF
 GA1085'THE DRIVEWAY INTO A
 GA1085'BARN, AND 1.8 FEET SOUTHWEST OF A FENCE CORNER POST.
 GA1085'
 GA1085'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED GIBSON NO. 2 1961,
 GA1085'SET IN A SQUARE CONCRETE
 GA1085'MONUMENT WHICH IS FLUSH.  IT IS 20 FEET NORTH FROM
 GA1085'THE CENTER OF AN OILED ROAD, 3.5
 GA1085'FEET EAST OF A 24-INCH ASH TREE.
 GA1085'
 GA1085'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 GA1085'STATION LEWIS WILL SERVE
 GA1085'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 GA1085'
 GA1085'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GA1085
 GA1085                          STATION RECOVERY (1961)
 GA1085
 GA1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA1085'1.5 MI SE FROM FALL BRANCH.
 GA1085'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH ON
 GA1085'STATE HIGHWAY 81 TO A CROSSROADS, THEN GO 1.0 MILE EAST ON A
 GA1085'PAVED ROAD TO A HOUSE ON THE LEFT AND A BARN ON THE RIGHT.  THE
 GA1085'STATION MARK IS 57 FT. NORTH OF THE NORTHWEST CORNER OF THE
 GA1085'BARN, 18 FT. SOUTH OF THE CENTER OF THE PAVED ROAD, 9.5 FT. WEST
 GA1085'OF THE CENTER OF THE DRIVE-WAY TO BARN, AND 6 FT. SOUTHEAST OF
 GA1085'A FENCE CORNER POST.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA1085'FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2390 ***********************************************************************
 FE2390  DESIGNATION -  GIBSON
 FE2390  PID         -  FE2390
 FE2390  STATE/COUNTY-  TN/GIBSON
 FE2390  USGS QUAD   -  MEDINA (1981)
 FE2390
 FE2390                         *CURRENT SURVEY CONTROL
 FE2390  ___________________________________________________________________
 FE2390* NAD 83(1995)-  35 51 30.94282(N)    088 51 45.33125(W)     ADJUSTED  
 FE2390* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 FE2390  ___________________________________________________________________
 FE2390  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FE2390  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2390
 FE2390  HORZ ORDER  -  THIRD
 FE2390
 FE2390.The horizontal coordinates were established by classical geodetic methods
 FE2390.and adjusted by the National Geodetic Survey in April 1999..
 FE2390
 FE2390.The orthometric height was scaled from a topographic map.
 FE2390
 FE2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2390
 FE2390.The geoid height was determined by GEOID03.
 FE2390
 FE2390;                    North         East     Units Scale Factor Converg.
 FE2390;SPC TN       -   173,007.223   341,488.350   MT  0.99994849   -1 40 33.2
 FE2390;SPC TN       -   567,607.86  1,120,366.36   sFT  0.99994849   -1 40 33.2
 FE2390;UTM  16      - 3,969,866.431   331,820.462   MT  0.99994853   -1 05 28.8
 FE2390
 FE2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2390!SPC TN       -   0.99998340  x   0.99994849  =   0.99993189
 FE2390!UTM  16      -   0.99998340  x   0.99994853  =   0.99993193
 FE2390
 FE2390|---------------------------------------------------------------------|
 FE2390| PID    Reference Object                     Distance      Geod. Az  |
 FE2390|                                                           dddmmss.s |
 FE2390| CG3367 GIBSON RM 1                          19.490 METERS 08447     |
 FE2390| FE2395 HUMBOLDT MUN STANDPIPE              APPROX. 5.5 KM 2222458.0 |
 FE2390| FE2397 HUMBOLDT RAD STA WIRJ MAST          APPROX. 6.8 KM 2234306.0 |
 FE2390| FE2394 HUMBOLDT FULL FASHIONED STACK       APPROX. 5.1 KM 2280717.1 |
 FE2390| FE2396 HUMBOLDT MUNICIPAL TANK             APPROX. 6.7 KM 2293749.1 |
 FE2390| CG3366 GIBSON AZ MK                                       2305510.6 |
 FE2390| CG3368 GIBSON RM 2                          26.617 METERS 23204     |
 FE2390|---------------------------------------------------------------------|
 FE2390
 FE2390                          SUPERSEDED SURVEY CONTROL
 FE2390
 FE2390  NAD 83(1995)-  35 51 30.94665(N)    088 51 45.33517(W) AD(       ) 3
 FE2390  NAD 83(1986)-  35 51 30.95415(N)    088 51 45.33171(W) AD(       ) 3
 FE2390  NAD 27      -  35 51 30.70640(N)    088 51 45.12110(W) AD(       ) 3
 FE2390
 FE2390.Superseded values are not recommended for survey control.
 FE2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2390.See file dsdata.txt to determine how the superseded data were derived.
 FE2390
 FE2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3182069866(NAD 83)
 FE2390_MARKER: DS = TRIANGULATION STATION DISK
 FE2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2390
 FE2390  HISTORY     - Date     Condition        Report By
 FE2390  HISTORY     - 1958     MONUMENTED       CGS
 FE2390
 FE2390                          STATION DESCRIPTION
 FE2390
 FE2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2390'THE STATION IS ABOUT 4 MILES NORTHEAST OF HUMBOLDT AND 7-1/2 MILES
 FE2390'SOUTHWEST OF MILAN ON THE PROPERTY OWNED BY MR. J.C.
 FE2390'WARMATH. IT IS 31 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 79 AND
 FE2390'70A, 6 FEET WEST OF A WHITE WITNESS POST, 1 FOOT NORTH OF A
 FE2390'WIRE FENCE AND 14 FEET SOUTHWEST OF A TELEPHONE POLE. THE MONUMENT IS
 FE2390'FLUSH AND THE DISK IS STAMPED GIBSON 1958.
 FE2390'
 FE2390'TO REACH THE STATION FROM THE BAPTIST CHURCH, ON THE SOUTH SIDE OF
 FE2390'U.S. HIGHWAY 79 AND 70A IN GIBSON. GO SOUTHWEST ON HIGHWAY 79
 FE2390'AND 70A FOR 1.45 MILES TO THE STATION ON THE LEFT.
 FE2390'
 FE2390'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON U.S.
 FE2390'HIGHWAY 79 AND 70A FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 FE2390'
 FE2390'REFERENCE MARK 1 IS 6 FEET SOUTH OF A WIRE FENCE AND 5 FEET SOUTHWEST
 FE2390'OF AN 8 INCH OAK TREE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2390'STAMPED GIBSON NO 1 1958.
 FE2390'
 FE2390'REFERENCE MARK 2 IS 95 FEET SOUTHWEST OF A WIRE FENCE AND 38 FEET
 FE2390'SOUTHEAST OF THE CENTERLINE OF U.S. 79 AND 70A.  THE MONUMENT
 FE2390'IS FLUSH AND THE DISK IS STAMPED GIBSON NO 2 1958.
 FE2390'
 FE2390'THE AZIMUTH MARK IS 28 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 79
 FE2390'AND 70A AND 3 FEET NORTH OF A POWERLINE POLE WITH A
 FE2390'TRANSFORMER, 2 FEET NORTH OF A WHITE WITNESS POST AND 110 FEET
 FE2390'NORTHWEST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE.
 FE2390'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GIBSON 1958.
 FE2390'
 FE2390'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1086 ***********************************************************************
 GA1086  DESIGNATION -  GIBSON RM 1
 GA1086  PID         -  GA1086
 GA1086  STATE/COUNTY-  TN/WASHINGTON
 GA1086  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1086
 GA1086                         *CURRENT SURVEY CONTROL
 GA1086  ___________________________________________________________________
 GA1086* NAD 83(1986)-  36 24 36.     (N)    082 35 59.     (W)     SCALED    
 GA1086* NAVD 88     -       560.070  (meters)    1837.50   (feet)  ADJUSTED  
 GA1086  ___________________________________________________________________
 GA1086  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1086  DYNAMIC HT  -         559.547 (meters)    1835.78  (feet)  COMP
 GA1086  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 GA1086
 GA1086  VERT ORDER  -  SECOND    CLASS 0
 GA1086
 GA1086.The horizontal coordinates were scaled from a topographic map and have
 GA1086.an estimated accuracy of +/- 6 seconds.
 GA1086
 GA1086.The orthometric height was determined by differential leveling
 GA1086.and adjusted by the National Geodetic Survey in June 1991..
 GA1086
 GA1086.The geoid height was determined by GEOID03.
 GA1086
 GA1086.The dynamic height is computed by dividing the NAVD 88
 GA1086.geopotential number by the normal gravity value computed on the
 GA1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1086.degrees latitude (g = 980.6199 gals.).
 GA1086
 GA1086.The modeled gravity was interpolated from observed gravity values.
 GA1086
 GA1086;                    North         East    Units  Estimated Accuracy
 GA1086;SPC TN       -   235,710.      904,930.      MT  (+/- 180 meters Scaled)
 GA1086
 GA1086                          SUPERSEDED SURVEY CONTROL
 GA1086
 GA1086  NGVD 29 (??/??/92)  560.206  (m)         1837.94   (f) ADJ UNCH    2 0
 GA1086
 GA1086.Superseded values are not recommended for survey control.
 GA1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1086.See file dsdata.txt to determine how the superseded data were derived.
 GA1086
 GA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA565306(NAD 83)
 GA1086_MARKER: DR = REFERENCE MARK DISK
 GA1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1086_STAMPING: GIBSON NO 1 1961
 GA1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1086+STABILITY: SURFACE MOTION
 GA1086
 GA1086  HISTORY     - Date     Condition        Report By
 GA1086  HISTORY     - 1961     MONUMENTED       CGS
 GA1086
 GA1086                          STATION DESCRIPTION
 GA1086
 GA1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1086'1.5 MI SE FROM FALL BRANCH.
 GA1086'THIS MARK IS LOCATED AT THE GIBSON 1961 STATION SITE, 21.5
 GA1086'FT. NORTHEAST OF THE STATION MARK, 68 FT. NORTHWEST OF THE
 GA1086'NORTHEAST CORNER OF A BARN, 13 FT. SOUTH OF THE CENTER OF A
 GA1086'PAVED ROAD, 10 FT. EAST OF THE CENTER OF THE DRIVE-WAY TO BARN,
 GA1086'AND 1.8 FT. SOUTHWEST OF A FENCE CORNER POST.  THE DISK IS SET IN
 GA1086'TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND IS ABOUT
 GA1086'LEVEL WITH THE ROAD.  NOTE-- SEE DESCRIPTION FOR STATION GIBSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1084 ***********************************************************************
 GA1084  DESIGNATION -  GIBSON RM 2
 GA1084  PID         -  GA1084
 GA1084  STATE/COUNTY-  TN/WASHINGTON
 GA1084  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1084
 GA1084                         *CURRENT SURVEY CONTROL
 GA1084  ___________________________________________________________________
 GA1084* NAD 83(1986)-  36 24 36.     (N)    082 35 59.     (W)     SCALED    
 GA1084* NAVD 88     -       560.785  (meters)    1839.84   (feet)  ADJUSTED  
 GA1084  ___________________________________________________________________
 GA1084  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1084  DYNAMIC HT  -         560.262 (meters)    1838.13  (feet)  COMP
 GA1084  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 GA1084
 GA1084  VERT ORDER  -  SECOND    CLASS 0
 GA1084
 GA1084.The horizontal coordinates were scaled from a topographic map and have
 GA1084.an estimated accuracy of +/- 6 seconds.
 GA1084
 GA1084.The orthometric height was determined by differential leveling
 GA1084.and adjusted by the National Geodetic Survey in June 1991..
 GA1084
 GA1084.The geoid height was determined by GEOID03.
 GA1084
 GA1084.The dynamic height is computed by dividing the NAVD 88
 GA1084.geopotential number by the normal gravity value computed on the
 GA1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1084.degrees latitude (g = 980.6199 gals.).
 GA1084
 GA1084.The modeled gravity was interpolated from observed gravity values.
 GA1084
 GA1084;                    North         East    Units  Estimated Accuracy
 GA1084;SPC TN       -   235,710.      904,930.      MT  (+/- 180 meters Scaled)
 GA1084
 GA1084                          SUPERSEDED SURVEY CONTROL
 GA1084
 GA1084  NGVD 29 (??/??/92)  560.921  (m)         1840.29   (f) ADJ UNCH    2 0
 GA1084
 GA1084.Superseded values are not recommended for survey control.
 GA1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1084.See file dsdata.txt to determine how the superseded data were derived.
 GA1084
 GA1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA565306(NAD 83)
 GA1084_MARKER: DR = REFERENCE MARK DISK
 GA1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1084_STAMPING: GIBSON NO 2 1961
 GA1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1084+STABILITY: SURFACE MOTION
 GA1084
 GA1084  HISTORY     - Date     Condition        Report By
 GA1084  HISTORY     - 1961     MONUMENTED       CGS
 GA1084
 GA1084                          STATION DESCRIPTION
 GA1084
 GA1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1084'1.5 MI SE FROM FALL BRANCH.
 GA1084'THIS MARK IS LOCATED AT THE GIBSON 1961 STATION SITE, 37.2 FT.
 GA1084'WEST OF THE STATION MARK, 20 FT. NORTH OF THE CENTER OF THE
 GA1084'GRAVELED ROAD AND 3.5 FT. EAST OF A 24-INCH ASH TREE.  THE DISK
 GA1084'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 GA1084'2 FT. ABOVE THE LEVEL OF THE ROAD.  NOTE-- SEE DESCRIPTION FOR
 GA1084'STATION GIBSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2773 ***********************************************************************
 FE2773  PACS        -  This is a Primary Airport Control Station.
 FE2773  DESIGNATION -  GIBSPORT
 FE2773  PID         -  FE2773
 FE2773  STATE/COUNTY-  TN/GIBSON
 FE2773  USGS QUAD   -  MILAN (1983)
 FE2773
 FE2773                         *CURRENT SURVEY CONTROL
 FE2773  ___________________________________________________________________
 FE2773* NAD 83(1995)-  35 56 00.16041(N)    088 50 56.59736(W)     ADJUSTED  
 FE2773* NAVD 88     -       105.76   (meters)     347.0    (feet)  GPS OBS   
 FE2773  ___________________________________________________________________
 FE2773  X           -     103,854.950 (meters)                     COMP
 FE2773  Y           -  -5,169,359.974 (meters)                     COMP
 FE2773  Z           -   3,722,254.144 (meters)                     COMP
 FE2773  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FE2773  ELLIP HEIGHT-          77.49  (meters)          (02/20/01) GPS OBS
 FE2773  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2773
 FE2773  HORZ ORDER  -  B
 FE2773  ELLP ORDER  -  SECOND    CLASS I
 FE2773
 FE2773.This mark is at Gibson County Airport (TGC)
 FE2773
 FE2773.The horizontal coordinates were established by GPS observations
 FE2773.and adjusted by the National Geodetic Survey in February 2001..
 FE2773
 FE2773.The orthometric height was determined by GPS observations and a
 FE2773.high-resolution geoid model.
 FE2773
 FE2773.GPS derived orthometric heights for airport stations designated as
 FE2773.PACS or SACS are published to 2 decimal places.  This maintains
 FE2773.centimeter relative accuracy between the PACS and SACS.  It does
 FE2773.not indicate centimeter accuracy relative to other marks which are
 FE2773.part of the NAVD 88 network.
 FE2773
 FE2773.Photographs are available for this station.
 FE2773
 FE2773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2773
 FE2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2773
 FE2773.The ellipsoidal height was determined by GPS observations
 FE2773.and is referenced to NAD 83.
 FE2773
 FE2773.The geoid height was determined by GEOID03.
 FE2773
 FE2773;                    North         East     Units Scale Factor Converg.
 FE2773;SPC TN       -   181,265.277   342,952.014   MT  0.99994990   -1 40 04.6
 FE2773;SPC TN       -   594,701.16  1,125,168.40   sFT  0.99994990   -1 40 04.6
 FE2773;UTM  16      - 3,978,138.936   333,199.937   MT  0.99994283   -1 05 07.3
 FE2773
 FE2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2773!SPC TN       -   0.99998784  x   0.99994990  =   0.99993774
 FE2773!UTM  16      -   0.99998784  x   0.99994283  =   0.99993067
 FE2773
 FE2773:                Primary Azimuth Mark                     Grid Az
 FE2773:SPC TN       -  GIBSPORT AZ MK                           010 18 39.4
 FE2773:UTM  16      -  GIBSPORT AZ MK                           009 43 42.1
 FE2773
 FE2773|---------------------------------------------------------------------|
 FE2773| PID    Reference Object                     Distance      Geod. Az  |
 FE2773|                                                           dddmmss.s |
 FE2773| FE2774 GIBSPORT AZ MK                      APPROX. 0.6 KM 0083834.8 |
 FE2773| AI9840 TGC A                               APPROX. 0.6 KM 1892740.4 |
 FE2773|---------------------------------------------------------------------|
 FE2773
 FE2773                          SUPERSEDED SURVEY CONTROL
 FE2773
 FE2773  NAD 83(1995)-  35 56 00.16227(N)    088 50 56.60081(W) AD(       ) 3
 FE2773  ELLIP H (04/12/99)   77.62   (m)                       GP(       ) 4 1
 FE2773  NAD 83(1995)-  35 56 00.16209(N)    088 50 56.60133(W) AD(       ) 3
 FE2773  NGVD 29 (09/17/90)  106.0    (m)          348.     (f) GPS OBS        
 FE2773
 FE2773.Superseded values are not recommended for survey control.
 FE2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2773.See file dsdata.txt to determine how the superseded data were derived.
 FE2773
 FE2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3320078139(NAD 83)
 FE2773_MARKER: I = METAL ROD
 FE2773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2773_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2773_STAMPING: GIBSPORT 1987
 FE2773_MARK LOGO: NONE  
 FE2773_PROJECTION: RECESSED 5 CENTIMETERS
 FE2773_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2773+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE2773_ROD/PIPE-DEPTH: 6.7  meters
 FE2773_SLEEVE-DEPTH  : 0.90 meters
 FE2773
 FE2773  HISTORY     - Date     Condition        Report By
 FE2773  HISTORY     - 1987     MONUMENTED       NGS
 FE2773  HISTORY     - 19890711 GOOD
 FE2773  HISTORY     - 1999     GOOD             LOWE
 FE2773
 FE2773                          STATION DESCRIPTION
 FE2773
 FE2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2773'5.60 MILES WESTERLY ALONG STATE HIGHWAYS 77 AND 1.4 FROM THE RAILROAD
 FE2773'CROSSING OF THE MAIN TRACKS OF FOUR TRACKS OF THE SEABOARD RAILROAD
 FE2773'IN MILAN, TO THE JUNCTION OF THE AIRPORT ENTRANCE PAVED DRIVEN TO THE
 FE2773'PAVED THENCE 0.55 MILE SOUTH ALONG AIRPORT ENTRANCE PAVED DRIVE TO THE
 FE2773'OFFICE OF GIBSON COUNTY AIRPORT, THENCE 0.10 MILE SOUTHEAST ALONG
 FE2773'TAXIWAY AND TAXIWAY CROSSOVER TO MARK ON LEFT A 3-D MARK A STAINLESS
 FE2773'STEEL ROD DRIVEN 22.0 FEET TO REFUSAL, 4 INCHES BELOW GROUND, ENCASED
 FE2773'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC
 FE2773'PIPE WITH LOGO CAP, GIBSPORT 1987, 2 INCHES BELOW GROUND WITH A REBAR
 FE2773'IN CONCRETE, 49.0 FEET WEST OF WEST EDGE OF RUNWAY, 43.0 FEET NORTH OF
 FE2773'NORTH EDGE OF TAXIWAY CROSSOVER 29.4 FEET NORTH ST OF A STEEL PIPE
 FE2773'FOR A TAXIWAY GUIDANCE SIGN, AND 1.0 FOOT SOUTH OF A FIBERGLASS
 FE2773'WITNESS POST.
 FE2773'
 FE2773'NOTE-- CONTACT SHERIFFS OFFICE AT 692-3714 BEFORE WORKING ON AIRPORT.
 FE2773
 FE2773                          STATION RECOVERY (1989)
 FE2773
 FE2773'RECOVERED 1989
 FE2773'RECOVERED IN GOOD CONDITION.
 FE2773
 FE2773                          STATION RECOVERY (1999)
 FE2773
 FE2773'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2773'RECOVERED 1999
 FE2773'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2773'AIRPORT CONTROL STATION.
 FE2773' 
 FE2773' 
 FE2773'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2774 ***********************************************************************
 FE2774  SACS        -  This is a Secondary Airport Control Station.
 FE2774  DESIGNATION -  GIBSPORT AZ MK
 FE2774  PID         -  FE2774
 FE2774  STATE/COUNTY-  TN/GIBSON
 FE2774  USGS QUAD   -  MILAN (1983)
 FE2774
 FE2774                         *CURRENT SURVEY CONTROL
 FE2774  ___________________________________________________________________
 FE2774* NAD 83(1995)-  35 56 20.65942(N)    088 50 52.76576(W)     ADJUSTED  
 FE2774* NAVD 88     -       107.48   (meters)     352.6    (feet)  GPS OBS   
 FE2774  ___________________________________________________________________
 FE2774  X           -     103,943.550 (meters)                     COMP
 FE2774  Y           -  -5,168,988.706 (meters)                     COMP
 FE2774  Z           -   3,722,766.720 (meters)                     COMP
 FE2774  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FE2774  ELLIP HEIGHT-          79.21  (meters)          (02/20/01) GPS OBS
 FE2774  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2774
 FE2774  HORZ ORDER  -  FIRST
 FE2774  ELLP ORDER  -  SECOND    CLASS I
 FE2774
 FE2774.This mark is at Gibson County Airport (TGC)
 FE2774
 FE2774.The horizontal coordinates were established by GPS observations
 FE2774.and adjusted by the National Geodetic Survey in February 2001..
 FE2774
 FE2774.The orthometric height was determined by GPS observations and a
 FE2774.high-resolution geoid model.
 FE2774
 FE2774.GPS derived orthometric heights for airport stations designated as
 FE2774.PACS or SACS are published to 2 decimal places.  This maintains
 FE2774.centimeter relative accuracy between the PACS and SACS.  It does
 FE2774.not indicate centimeter accuracy relative to other marks which are
 FE2774.part of the NAVD 88 network.
 FE2774
 FE2774.Photographs are available for this station.
 FE2774
 FE2774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2774
 FE2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2774
 FE2774.The ellipsoidal height was determined by GPS observations
 FE2774.and is referenced to NAD 83.
 FE2774
 FE2774.The geoid height was determined by GEOID03.
 FE2774
 FE2774;                    North         East     Units Scale Factor Converg.
 FE2774;SPC TN       -   181,893.996   343,066.396   MT  0.99995007   -1 40 02.4
 FE2774;SPC TN       -   596,763.89  1,125,543.67   sFT  0.99995007   -1 40 02.4
 FE2774;UTM  16      - 3,978,768.780   333,307.920   MT  0.99994239   -1 05 05.6
 FE2774
 FE2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2774!SPC TN       -   0.99998757  x   0.99995007  =   0.99993764
 FE2774!UTM  16      -   0.99998757  x   0.99994239  =   0.99992996
 FE2774
 FE2774:                Primary Azimuth Mark                     Grid Az
 FE2774:SPC TN       -  GIBSPORT                                 190 18 39.5
 FE2774:UTM  16      -  GIBSPORT                                 189 43 42.7
 FE2774
 FE2774|---------------------------------------------------------------------|
 FE2774| PID    Reference Object                     Distance      Geod. Az  |
 FE2774|                                                           dddmmss.s |
 FE2774| FE2773 GIBSPORT                            APPROX. 0.6 KM 1883837.1 |
 FE2774|---------------------------------------------------------------------|
 FE2774
 FE2774                          SUPERSEDED SURVEY CONTROL
 FE2774
 FE2774  NAD 83(1995)-  35 56 20.66142(N)    088 50 52.76933(W) AD(       ) 3
 FE2774  ELLIP H (04/12/99)   79.35   (m)                       GP(       ) 4 1
 FE2774  NAD 83(1995)-  35 56 20.66124(N)    088 50 52.76985(W) AD(       ) 3
 FE2774  NGVD 29 (09/17/90)  107.7    (m)          353.     (f) GPS OBS        
 FE2774
 FE2774.Superseded values are not recommended for survey control.
 FE2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2774.See file dsdata.txt to determine how the superseded data were derived.
 FE2774
 FE2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3330878769(NAD 83)
 FE2774_MARKER: I = METAL ROD
 FE2774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2774_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2774_STAMPING: GIBSPORT AZ MK 1987
 FE2774_MARK LOGO: NONE  
 FE2774_PROJECTION: RECESSED 5 CENTIMETERS
 FE2774_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2774+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE2774_ROD/PIPE-DEPTH: 7.01 meters
 FE2774_SLEEVE-DEPTH  : 0.90 meters
 FE2774
 FE2774  HISTORY     - Date     Condition        Report By
 FE2774  HISTORY     - 1987     MONUMENTED       NGS
 FE2774  HISTORY     - 19890711 GOOD
 FE2774  HISTORY     - 1999     GOOD             LOWE
 FE2774
 FE2774                          STATION DESCRIPTION
 FE2774
 FE2774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2774'5/60 MILES WESTERLY ALONG STATE HIGHWAYS 77 AND 1.4 FROM THE RAILROAD
 FE2774'CROSSING OF THE MAIN TRACKS OF FOUR TRACKS OF THE SEABOARD RAILROAD IN
 FE2774'MILAN, TO THE JUNCTION OF THE AIRPORT ENTRANCE RAVE DRIVE, THENCE 0.55
 FE2774'MILE SOUTH ALONG AIRPORT ENTRANCE PAVED DRIVE TO THE OFFICE OF
 FE2774'GIBSON COUNTY AIRPORT, THENCE 0.10 MILE NORTHEAST ALONG TAXIWAY
 FE2774'THENCE 0.25 MILE NORTH ALONG TAXIWAY TO END OF RUNWAY AND MARK ON
 FE2774'LEFT A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 23.0 FEET OF REFUSAL
 FE2774'4 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC
 FE2774'PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED
 FE2774'GIBSPORT AZ MK 1987, 2 INCHES BELOW GROUND, WITH A REBAR IN CONCRETE,
 FE2774'557.0 FEET WEST OF WEST EDGE OF EXTENDED EDGE OF RUNWAY, 25.0 FEET
 FE2774'NORTH OF NORTH EDGE OF TAXIWAY CROSSOVER, 49.5 FEET NORTHWEST OF
 FE2774'THE MOST WESTERLY ONE OF THREE RUN LIGHTS ON WEST SIDE OF RUNWAY
 FE2774'22.0 FEET NORTHEAST OF A STEEL PIPE FOR A SQUARE GUIDANCE APPROACH
 FE2774'LIGHT AND 1.0 FOOT SOUTH OF A FIBERGLASS WITNESS POST.
 FE2774
 FE2774                          STATION RECOVERY (1989)
 FE2774
 FE2774'RECOVERED 1989
 FE2774'RECOVERED IN GOOD CONDITION.
 FE2774
 FE2774                          STATION RECOVERY (1999)
 FE2774
 FE2774'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2774'RECOVERED 1999
 FE2774'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2774'SECONDARY AIRPORT CONTROL STATION.
 FE2774' 
 FE2774' 
 FE2774'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1461 ***********************************************************************
 FD1461  DESIGNATION -  GIL
 FD1461  PID         -  FD1461
 FD1461  STATE/COUNTY-  TN/MARSHALL
 FD1461  USGS QUAD   -  LEWISBURG (1981)
 FD1461
 FD1461                         *CURRENT SURVEY CONTROL
 FD1461  ___________________________________________________________________
 FD1461* NAD 83(1995)-  35 23 05.42625(N)    086 45 41.14740(W)     ADJUSTED  
 FD1461* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 FD1461  ___________________________________________________________________
 FD1461  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FD1461  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FD1461
 FD1461  HORZ ORDER  -  SECOND
 FD1461
 FD1461.The horizontal coordinates were established by classical geodetic methods
 FD1461.and adjusted by the National Geodetic Survey in April 1999..
 FD1461
 FD1461.The orthometric height was scaled from a topographic map.
 FD1461
 FD1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1461
 FD1461.The geoid height was determined by GEOID03.
 FD1461
 FD1461;                    North         East     Units Scale Factor Converg.
 FD1461;SPC TN       -   116,933.581   530,819.627   MT  0.99997894   -0 26 44.8
 FD1461;SPC TN       -   383,639.59  1,741,530.73   sFT  0.99997894   -0 26 44.8
 FD1461;UTM  16      - 3,915,747.906   521,667.526   MT  0.99960579   +0 08 17.3
 FD1461
 FD1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1461!SPC TN       -   0.99994455  x   0.99997894  =   0.99992349
 FD1461!UTM  16      -   0.99994455  x   0.99960579  =   0.99955036
 FD1461
 FD1461|---------------------------------------------------------------------|
 FD1461| PID    Reference Object                     Distance      Geod. Az  |
 FD1461|                                                           dddmmss.s |
 FD1461| CG5869 GIL RM 2                            173.958 METERS 21407     |
 FD1461| CG5867 GIL AZ MK                                          2285342.4 |
 FD1461| CG5868 GIL RM 1                            132.516 METERS 24013     |
 FD1461| FD1464 FOWLER                              APPROX. 5.0 KM 2503223.5 |
 FD1461| FD1462 LEWISBURG MUNICIPAL TANK            APPROX. 7.9 KM 3384750.8 |
 FD1461|---------------------------------------------------------------------|
 FD1461
 FD1461                          SUPERSEDED SURVEY CONTROL
 FD1461
 FD1461  NAD 83(1995)-  35 23 05.42976(N)    086 45 41.14792(W) AD(       ) 2
 FD1461  NAD 83(1995)-  35 23 05.43038(N)    086 45 41.14894(W) AD(       ) 2
 FD1461  NAD 83(1986)-  35 23 05.43613(N)    086 45 41.14749(W) AD(       ) 2
 FD1461  NAD 27      -  35 23 05.16400(N)    086 45 41.15000(W) AD(       ) 2
 FD1461
 FD1461.Superseded values are not recommended for survey control.
 FD1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1461.See file dsdata.txt to determine how the superseded data were derived.
 FD1461
 FD1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2166815748(NAD 83)
 FD1461_MARKER: DS = TRIANGULATION STATION DISK
 FD1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1461_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1461
 FD1461  HISTORY     - Date     Condition        Report By
 FD1461  HISTORY     - 1934     MONUMENTED       CGS
 FD1461  HISTORY     - 1962     GOOD             CGS
 FD1461  HISTORY     - 1972     GOOD             NGS
 FD1461
 FD1461                          STATION DESCRIPTION
 FD1461
 FD1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1461'ABOUT 4.5 MILES SOUTH-SOUTHEAST OF LEWISBURG, 0.25 MILE NORTHEAST OF
 FD1461'GILS CHAPEL
 FD1461'CHURCH, AND ON HIGH CLEARED FIELD ON PROPERTY OF T LEE
 FD1461'THOMPSON OF LEWISBURG.  TO
 FD1461'REACH FROM COURTHOUSE IN LEWISBURG, GO
 FD1461'SOUTH 0.75 MILE ON ROUTE 11 TO LEFT FORK AT
 FD1461'SIGN LEWISBURG 0.5,
 FD1461'FOLLOW THIS ROAD 4.0 MILES AND TURN LEFT AT TOP OF GRADE, GO
 FD1461'1.2 MILES,
 FD1461'FOLLOW LEFT FORK 0.3 MILE TO HOME OF FLETCHER FINLEY ON LEFT,
 FD1461'TURN LEFT JUST BEYOND
 FD1461'HOUSE, THEN RIGHT THROUGH GATE, AND FOLLOW DIM
 FD1461'ROAD ACROSS PASTURE TO METAL GATE AND
 FD1461'CONTINUE TO HIGHEST PART OF
 FD1461'FIELD AND STATION SITE.  STATION IS IN CENTER OF AND ON
 FD1461'HIGHEST PART OF
 FD1461'FIELD, MIDWAY BETWEEN EAST-AND-WEST SLOPING SIDE OF FIELD, AND
 FD1461'ABOUT 40 FEET NORTH
 FD1461'OF CENTERLINE OF ENTRANCE PROJECTED.  UNDERGROUND
 FD1461'MARK IS STANDARD STATION DISK IN
 FD1461'CONCRETE.  REFERENCE AND
 FD1461'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FD1461'CONCRETE.  NO
 FD1461'1 IS 1 FOOT WEST OF WIRE FENCE, 130 FEET NORTH OF ENTRANCE TO
 FD1461'FIELD, AND 435.62
 FD1461'FEET FROM STATION.  NO 2
 FD1461'IS 128 FEET SOUTH OF ENTRANCE
 FD1461'TO FIELD, 1 FOOT EAST OF FENCE INSIDE
 FD1461'FIELD, 2.5 FEET NORTHEAST OF CORNER FENCE POST,
 FD1461'38.5 FEET SOUTHWEST
 FD1461'OF 24-INCH STUMP INSIDE FIELD, AND 571.60 FEET FROM STATION.
 FD1461'AZIMUTH MARK IS ON WEST SIDE OF ROAD,
 FD1461'ACROSS HOLLOW WEST OF STATION, 10
 FD1461'FEET SOUTH OF SOUTHEAST CORNER OF
 FD1461'OLD BUILDING, ABOUT 150 YARDS NORTH OF GILS CHAPEL
 FD1461'CHURCH, 20 FEET
 FD1461'NORTHEAST OF 14-INCH TREE IN LINE WITH MARK AND STATION, AND 0.25
 FD1461'MILE FROM STATION
 FD1461'S 48 DEG 54 MIN W.  AZIMUTH FROM
 FD1461'STATION TO LEWISBURG, MUNICIPAL
 FD1461'WATER TANK (BLACK) DISTANT 4.9 MILES,
 FD1461'N 21 DEG 12 MIN W.
 FD1461
 FD1461                          STATION RECOVERY (1962)
 FD1461
 FD1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1461'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1461'THE ORIGINAL
 FD1461'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND
 FD1461'COMPLETE DESCRIPTION.
 FD1461'
 FD1461'THE STATION IS ON A HIGH, CLEARED HILL IN PERMANENT PASTURE LAND
 FD1461'OWNED BY MR RALPH
 FD1461'CHAPMAN, ABOUT 4.5 MILES SOUTH-SOUTHEAST OF LEWISBURG AND 0.25
 FD1461'MILE NORTHEAST OF THE
 FD1461'GILS CHAPEL CEMETERY.  (THIS WAS THE ORIGINAL
 FD1461'SITE OF THE OLD GILS CHAPEL CHURCH).
 FD1461'
 FD1461'TO REACH FROM THE SOUTHWEST CORNER OF THE MARSHALL COUNTY COURTHOUSE
 FD1461'SQUARE IN LEWISBURG, GO
 FD1461'SOUTH ON U S HIGHWAY 31A FOR 0.6 MILE TO YELL ROAD ON
 FD1461'THE LEFT JUST AFTER CROSSING A
 FD1461'CONCRETE BRIDGE OVER ROCK CREEK.  HERE
 FD1461'BEAR LEFT ON YELL ROAD (THIS IS OLD STATE ROUTE
 FD1461'11) AND CONTINUE
 FD1461'SOUTHERLY FOR 0.95 MILE TO AN OILED CROSSROAD, CONTINUE STRAIGHT
 FD1461'AHEAD CROSSING
 FD1461'OVER THIS OILED ROAD AND GO SOUTHERLY FOR 3.3 MILES TO
 FD1461'A GRAVELED T ROAD LEFT AT THE
 FD1461'SUMMIT OF A HIGH HILL.  HERE TURN LEFT,
 FD1461'EASTERLY, ON THIS GRAVELED ROAD AND GO 1.25
 FD1461'MILES TO A T ROAD RIGHT,
 FD1461'CONTINUE EASTERLY FOR 0.3 MILE TO THE HOME OF MR RALPH CHAPMAN
 FD1461'ON THE LEFT AND A
 FD1461'GRAVELED T ROAD ON THE LEFT BETWEEN THE CHAPMAN HOME AND
 FD1461'BARN.  HERE PASS THROUGH A
 FD1461'WOODEN GATE IN THE SOUTHWEST CORNER OF THE
 FD1461'BARN LOT, PASS EAST OF BARN, THROUGH ANOTHER
 FD1461'WOODEN GATE, AND GO
 FD1461'NORTH AND EAST ACROSS PASTURE FOR 0.25 MILE TO A WIRE GATE IN A
 FD1461'NORTH-SOUTH
 FD1461'FENCE, PASS THROUGH THIS WIRE GATE AND CONTINUE
 FD1461'NORTHEASTERLY ON TRACK ROAD
 FD1461'ACROSS PASTURE FOR ABOUT 0.1 MILE TO THE
 FD1461'SUMMIT OF THE HILL AND THE STATION.
 FD1461'
 FD1461'THE STATION IS 293 FEET NORTH OF A BRACE IN AN EAST-WEST FENCE LINE
 FD1461'JUST WEST OF A LARGE MAPLE
 FD1461'TREE, 253 FEET WEST OF A JOGGED FENCE CORNER AND 1.3
 FD1461'FEET WEST OF A METAL WITNESS POST
 FD1461'AND SIGN.  IT IS A STANDARD DISK
 FD1461'SET IN THE TOP OF A ROUND MASS OF CEMENT ABOUT 18
 FD1461'INCHES IN DIAMETER
 FD1461'AND 10 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 FD1461'STAMPED GIL 1934.
 FD1461'
 FD1461'REFERENCE MARK NO 1 IS 132 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD1461'THE WIRE GATE IN THE
 FD1461'NORTH-SOUTH FENCE LINE AND 1 FOOT WEST OF THE FENCE.  IT
 FD1461'IS A STANDARD DISK SET IN THE
 FD1461'TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1461'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 FD1461'STAMPED GIL NO 1
 FD1461'1934.
 FD1461'
 FD1461'REFERENCE MARK NO 2 IS 130 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD1461'THE WIRE GATE IN
 FD1461'THE NORTH-SOUTH FENCE LINE, 18 FEET NORTH OF A T
 FD1461'FENCE CORNER POST AND 1 FOOT EAST
 FD1461'OF A FENCE.  IT IS A STANDARD DISK
 FD1461'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1461'MONUMENT THAT PROJECTS
 FD1461'4 INCHES AND THE DISK IS STAMPED GIL NO 2 1934.
 FD1461'
 FD1461'THE AZIMUTH MARK IS AT THE WEST EDGE OF A SMALL, CRESCENT SHAPED
 FD1461'PASTURE, 92 FEET NORTH OF
 FD1461'A 20-INCH, FORKED, ELM TREE, 86 FEET NORTHEAST OF A
 FD1461'12-INCH MAPLE TREE AT THE EAST
 FD1461'EDGE OF THE OLD CHURCHYARD, 25 FEET
 FD1461'EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FD1461'ROAD, AND 1 FOOT EAST OF
 FD1461'A FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FD1461'OF A 12-INCH,
 FD1461'SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 FD1461'DISK IS STAMPED GIL AZI
 FD1461'1934.
 FD1461'
 FD1461'TO REACH THE AZIMUTH MARK FROM MR RALPH CHAPMANS HOME, CONTINUE
 FD1461'EASTERLY ON THE GRAVELED
 FD1461'ROAD FOR 0.05 MILE TO A T ROAD RIGHT, TURN RIGHT, SOUTH, ON
 FD1461'THIS GRAVELED ROAD AND GO
 FD1461'0.1 MILE TO THE ORIGINAL SITE OF THE OLD
 FD1461'GILS CHAPEL CHURCH AND THE OLD CEMETERY ON
 FD1461'THE RIGHT AND THE MARK ON
 FD1461'THE LEFT AS DESCRIBED.
 FD1461'
 FD1461'NOTE-A CAIRN ABOUT 2 FEET IN DIAMETER AND 2.5 FEET HIGH WAS BUILT
 FD1461'DIRECTLY OVER THE STATION
 FD1461'MARK TO AID IN RECOVERY.
 FD1461
 FD1461                          STATION RECOVERY (1972)
 FD1461
 FD1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FD1461'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT GOOD
 FD1461'CONDITION.
 FD1461'HOWEVER, THE AZIMUTH MARK IS NOW OBSTRUCTED BY TREES.
 FD1461'THE STATION WAS OCCUPIED AND
 FD1461'THE HORIZONTAL ANGLES OBSERVED BETWEEN
 FD1461'TSFS LOT 5-15 AND THE REFERENCE MARKS.  THE
 FD1461'HORIZONTAL ANGLE OBSERVED
 FD1461'THIS DATE BETWEEN THE REFERENCE MARKS, CHECKED THE 1934 VALUE
 FD1461'WELL WITHIN THE
 FD1461'REQUIRED LIMITS.  VERTICAL ANGLES WERE OBSERVED UPON THE
 FD1461'REFERENCE MARKS, AND SLOPE
 FD1461'DISTANCES MEASURED WITH EDM EQUIPMENT.
 FD1461'WHEN REDUCED TO THE HORIZONTAL A DISCREPANCY
 FD1461'OF -0.857 FEET AND
 FD1461'-0.261 METERS WAS NOTED FOR REFERENCE MARK NO 1 AND -0.873 FEET
 FD1461'AND -0.266
 FD1461'METERS WAS NOTED FOR REFERENCE MARK NO 2.  DUE TO TREES AND A
 FD1461'FENCE ON LINE BETWEEN THE
 FD1461'REFERENCE MARKS, THEY COULD NOT BE OBSERVED
 FD1461'OR MEASURED BETWEEN.
 FD1461'
 FD1461'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1461'
 FD1461'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF LEWISBURG,
 FD1461'ABOUT 0.25 OF A
 FD1461'MILE NORTHEAST OF THE GIL CHAPEL CEMETERY, ON THE
 FD1461'SUMMIT OF A HIGH, CLEARED, HILL IN
 FD1461'PERMANENT PASTURE LAND, AND IS ON
 FD1461'THE PROPERTY OF MR RALPH CHAPMAN, WHO GAVE PERMISSION
 FD1461'TO OCCUPY.
 FD1461'
 FD1461'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE MARSHALL COUNTY
 FD1461'COURTHOUSE IN
 FD1461'LEWISBURG, GO SOUTH ON U S HIGHWAY 31A (THIS IS SECOND
 FD1461'AVENUE) FOR 0.6 OF A MILE TO
 FD1461'YELL ROAD ON THE LEFT JUST AFTER
 FD1461'CROSSING A CONCRETE BRIDGE OVER ROCK CREEK.
 FD1461'HERE BEAR LEFT ON YELL
 FD1461'ROAD (OLD STATE ROUTE 11) AND CONTINUE SOUTHERLY FOR 0.95 OF A
 FD1461'MILE TO STATE BY
 FD1461'PASS 11.  CROSS OVER BY PASS 11 AND CONTINUE SOUTHERLY ON
 FD1461'SECONDARY HIGHWAY 4318 FOR 3.1
 FD1461'MILES TO A GRAVELED T ROAD LEFT AT THE
 FD1461'SUMMIT OF A HIGH HILL AND A SIGN ON THE LEFT FIRE
 FD1461'TOWER.  HERE TURN
 FD1461'LEFT ON THIS GRAVELED ROAD AND GO EASTERLY FOR 1.25 MILES TO A
 FD1461'GRAVELED T ROAD
 FD1461'ON THE RIGHT, CONTINUE STRAIGHT AHEAD, EASTERLY ON
 FD1461'THE GRAVELED ROAD FOR 0.3 OF A
 FD1461'MILE TO A GRAVELED T ROAD ON THE LEFT
 FD1461'AND THE HOME OF MR RALPH CHAPMAN IN THE NORTHWEST
 FD1461'ANGLE.  HERE TURN
 FD1461'LEFT ON THE GRAVELED ROAD AND GO NORTHERLY FOR ABOUT 100 FEET TO A
 FD1461'METAL GATE ON THE
 FD1461'RIGHT NEAR THE SOUTHWEST CORNER OF A BARN.  TURN
 FD1461'RIGHT, PASSING THROUGH THIS GATE AND
 FD1461'GO EASTERLY ALONG THE SOUTH EDGE
 FD1461'OF THE BARN, THENCE LEFT, NORTHERLY AND WESTERLY
 FD1461'BETWEEN TWO BARNS,
 FD1461'THENCE BACK NORTH ALONG THE WEST SIDE OF A BARN TO A METAL GATE
 FD1461'NEAR THE
 FD1461'NORTHWEST CORNER.  HERE PASS THROUGH THIS GATE AND FOLLOW TRACK
 FD1461'ROAD NORTH AND EAST
 FD1461'ACROSS PASTURE FOR A TOTAL OF ABOUT 0.25 OF A
 FD1461'MILE TO A GATE IN A NORTH-SOUTH FENCE,
 FD1461'PASS THROUGH THIS GATE AND
 FD1461'PICK WAY NORTHEASTERLY ACROSS OPEN PASTURE FOR ABOUT 0.1
 FD1461'OF A MILE TO THE
 FD1461'SUMMIT OF THE HILL AND THE STATION AS DESCRIBED.
 FD1461'
 FD1461'THE STATION IS 306 FEET NORTH OF A FENCE JUST NORTH OF A 30-INCH
 FD1461'BLACK MAPLE TREE,
 FD1461'253 FEET WEST OF A FENCE CORNER POST AT A JOG IN
 FD1461'THE FENCE FROM NORTH TO EAST, 1.0
 FD1461'FOOT SOUTH OF A METAL WITNESS POST
 FD1461'AND SIGN, AND DIRECTLY UNDER A SMALL CAIRN.  IT IS A
 FD1461'STANDARD DISK
 FD1461'SET IN THE TOP OF AN 18-INCH, ROUND, CONCRETE MONUMENT ABOUT 10
 FD1461'INCHES BELOW THE
 FD1461'SURFACE AND THE DISK IS STAMPED GIL 1934.
 FD1461'
 FD1461'REFERENCE MARK NO 1 IS 134 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FD1461'GATE AT THE TRACK
 FD1461'ROAD, 41 FEET NORTH OF AN 8-INCH, FORKED TRUNKED,
 FD1461'HACKBERRY TREE IN OLD FENCE LINE, 4
 FD1461'FEET SOUTH-SOUTHWEST OF A 6-INCH
 FD1461'HACKBERRY TREE, 1.5 FEET WEST OF THE OLD FENCE LINE,
 FD1461'AND 1.0 FOOT
 FD1461'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 FD1461'THE TOP OF A
 FD1461'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 8
 FD1461'INCHES AND THE DISK IS STAMPED
 FD1461'GIL NO 1 1934.
 FD1461'
 FD1461'REFERENCE MARK NO 2 IS 131 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FD1461'GATE AT THE TRACK
 FD1461'ROAD, 39 FEET SOUTH OF A 16-INCH BLACK WALNUT TREE,
 FD1461'17 FEET NORTH OF A T FENCE CORNER
 FD1461'POST, 1.5 FEET EAST OF AN OLD
 FD1461'FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST
 FD1461'AND SIGN.  IT IS A
 FD1461'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT
 FD1461'THAT PROJECTS 8
 FD1461'INCHES AND THE DISK IS STAMPED GIL NO 2 1934.
 FD1461'
 FD1461'THE AZIMUTH MARK IS 95 FEET NORTH AND ACROSS A GRAVELED ROAD FROM A
 FD1461'METAL GATE LEADING
 FD1461'INTO A PICNIC AREA, 69 FEET SOUTHEAST OF A SMALL
 FD1461'PEDESTRIAN GATE AT THE SOUTHEAST
 FD1461'CORNER OF FORESTRY SERVICE GARAGE,
 FD1461'21 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD1461'GRAVELED ROAD, 1.5 FEET
 FD1461'WEST OF A WOVEN WIRE FENCE, AND 1.2 FEET NORTH OF A METAL
 FD1461'WITNESS POST
 FD1461'AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FD1461'OF A 12-INCH, SQUARE,
 FD1461'CONCRETE MONUMENT THAT PROJECTS 12 INCHES ADN
 FD1461'THE DISK IS STAMPED GIL AZI 1934.
 FD1461'
 FD1461'TO REACH THE AZIMUTH MARK FROM THE GRAVELED T ROAD LEFT AT THE
 FD1461'CHAPMAN HOMESITE,
 FD1461'CONTINUE EASTERLY ON A GRAVELED ROAD FOR 0.05 OF A
 FD1461'MILE TO A GRAVELED T ROAD RIGHT.
 FD1461'HERE TURN RIGHT ON THIS GRAVELED
 FD1461'ROAD AND GO SOUTHERLY FOR ABOUT 0.1 OF A MILE TO A
 FD1461'FIRE TOWER AND OLD
 FD1461'CEMETERY ON THE RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1516 ***********************************************************************
 GD1516  DESIGNATION -  GILL DOVE
 GD1516  PID         -  GD1516
 GD1516  STATE/COUNTY-  TN/WEAKLEY
 GD1516  USGS QUAD   -  MARTIN (1983)
 GD1516
 GD1516                         *CURRENT SURVEY CONTROL
 GD1516  ___________________________________________________________________
 GD1516* NAD 83(1995)-  36 17 55.79357(N)    088 50 45.28162(W)     ADJUSTED  
 GD1516* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 GD1516  ___________________________________________________________________
 GD1516  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GD1516  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1516
 GD1516  HORZ ORDER  -  THIRD
 GD1516
 GD1516.The horizontal coordinates were established by classical geodetic methods
 GD1516.and adjusted by the National Geodetic Survey in April 1999..
 GD1516
 GD1516.The orthometric height was scaled from a topographic map.
 GD1516
 GD1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1516
 GD1516.The geoid height was determined by GEOID03.
 GD1516
 GD1516;                    North         East     Units Scale Factor Converg.
 GD1516;SPC TN       -   221,789.509   344,414.506   MT  0.99998122   -1 39 58.0
 GD1516;SPC TN       -   727,654.41  1,129,966.59   sFT  0.99998122   -1 39 58.0
 GD1516;UTM  16      - 4,018,674.984   334,253.649   MT  0.99993849   -1 05 34.9
 GD1516
 GD1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1516!SPC TN       -   0.99998308  x   0.99998122  =   0.99996430
 GD1516!UTM  16      -   0.99998308  x   0.99993849  =   0.99992157
 GD1516
 GD1516|---------------------------------------------------------------------|
 GD1516| PID    Reference Object                     Distance      Geod. Az  |
 GD1516|                                                           dddmmss.s |
 GD1516| CG3372 GILL DOVE RM 1                       20.359 METERS 02137     |
 GD1516| GD1501 SHARON MUNICIPAL TANK               APPROX. 7.6 KM 1655014.3 |
 GD1516| CG3373 GILL DOVE RM 2                       17.530 METERS 31310     |
 GD1516| GD1521 MARTIN TVA STACK                    APPROX. 4.8 KM 3565321.4 |
 GD1516| GD1519 MARTIN MUNICIPAL TANK               APPROX. 4.8 KM 3572131.9 |
 GD1516| GD1517 MARTIN FIRST METH CHURCH SPIRE      APPROX. 4.9 KM 3581700.7 |
 GD1516| GD0334 W 173                                              3592352.7 |
 GD1516|---------------------------------------------------------------------|
 GD1516
 GD1516                          SUPERSEDED SURVEY CONTROL
 GD1516
 GD1516  NAD 83(1995)-  36 17 55.79483(N)    088 50 45.28319(W) AD(       ) 3
 GD1516  NAD 83(1995)-  36 17 55.79592(N)    088 50 45.28407(W) AD(       ) 3
 GD1516  NAD 83(1986)-  36 17 55.80639(N)    088 50 45.28040(W) AD(       ) 3
 GD1516  NAD 27      -  36 17 55.57650(N)    088 50 45.06290(W) AD(       ) 3
 GD1516
 GD1516.Superseded values are not recommended for survey control.
 GD1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1516.See file dsdata.txt to determine how the superseded data were derived.
 GD1516
 GD1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3425418675(NAD 83)
 GD1516_MARKER: DS = TRIANGULATION STATION DISK
 GD1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1516
 GD1516  HISTORY     - Date     Condition        Report By
 GD1516  HISTORY     - 1959     MONUMENTED       CGS
 GD1516  HISTORY     - 1967     GOOD             CGS
 GD1516  HISTORY     - 1971     GOOD             TNHD
 GD1516
 GD1516                          STATION DESCRIPTION
 GD1516
 GD1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1516'THE STATION IS ABOUT 5 MILES NORTH OF SHARON, ABOUT 3 MILES SOUTH OF
 GD1516'MARTIN, ABOUT 0.3 MILE SOUTHWEST OF THE ENTRANCE TO THE GILL DOVE
 GD1516'AIRPORT AND ON THE PROPERTY OF MR. RALPH WOOD.  IT IS 155 FEET
 GD1516'NORTH OF A WOODEN GATE AND 3 FEET SOUTH OF THE SOUTH EDGE OF A
 GD1516'POND.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GILL DOVE
 GD1516'1959.
 GD1516'
 GD1516'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MARTIN, GO
 GD1516'SOUTHERLY FOR 0.05 MILE TO A CROSS STREET.  TURN RIGHT AND GO WEST ON
 GD1516'STATE HIGHWAY 22 FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO
 GD1516'SOUTHERLY ON U.S. HIGHWAY 45E FOR 2.5 MILES TO BENCH MARK W 173 ON
 GD1516'THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 45E FOR 0.25 MILE TO THE
 GD1516'NORTH ENTRANCE TO THE GILL DOVE AIRPORT.  CONTINUE SOUTH ON HIGHWAY
 GD1516'45E FOR 0.25 MILE TO A DRIVEWAY ON THE
 GD1516'RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY
 GD1516'FOR 0.05 MILE TO A GATE ON THE LEFT.  TURN LEFT AND PASS THROUGH
 GD1516'THE GATE AND THEN TURN RIGHT AND GO ABOUT 50 FEET TO A GATE.  PASS
 GD1516'THROUGH THE GATE AND GO NORTHERLY FOR ABOUT 0.05 MILE TO A POND
 GD1516'AND THE STATION AS DESCRIBED.
 GD1516'
 GD1516'REFERENCE MARK 1 IS 216 FEET NORTH OF THE WOODEN GATE AND 3 FEET EAST
 GD1516'OF THE EAST EDGE OF THE POND.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1516'STAMPED GILL DOVE NO 1 1959.
 GD1516'
 GD1516'REFERENCE MARK 2 IS 196 FEET NORTH OF THE WOODEN GATE AND 2 FEET WEST
 GD1516'OF THE WEST EDGE OF THE POND.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1516'STAMPED GILL DOVE NO 2 1959.
 GD1516'
 GD1516'BENCH MARK W 173 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GD1516'MARK DISK STAMPED W 173 1948 SET IN THE TOP OF A ROUND CONCRETE POST
 GD1516'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 32
 GD1516'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 45E, 2 FEET SOUTH OF A
 GD1516'WHITE WITNESS POST, 1 FOOT EAST OF A WIRE FENCE AND 1 FOOT SOUTH
 GD1516'OF A WITNESS POST.
 GD1516'
 GD1516'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GD1516
 GD1516                          STATION RECOVERY (1967)
 GD1516
 GD1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1516'THIS STATION WAS RECOVERED AS DESCRIBED
 GD1516'WITH THE
 GD1516'FOLLOWING ADDED NOTATION.
 GD1516'
 GD1516'THIS STATION IS NOW 1.1 FEET EAST OF A METAL WITNESS POST AND SIGN.
 GD1516'
 GD1516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3.0 MILES
 GD1516'SOUTH OF MARTIN.
 GD1516
 GD1516                          STATION RECOVERY (1971)
 GD1516
 GD1516'RECOVERY NOTE BY TN HIGHWAY DEPT 1971 (RED)
 GD1516'GILL DOVE 1959 RECOVERED IN GOOD CONDITION.
 GD1516'W-173 1948 RECOVERED IN GOOD CONDITION-AZIMUTH MARK.
 GD1516'
 GD1516'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. SOUTH OF MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2500 ***********************************************************************
 FE2500  DESIGNATION -  GILLESPIE
 FE2500  PID         -  FE2500
 FE2500  STATE/COUNTY-  TN/FAYETTE
 FE2500  USGS QUAD   -  MOSCOW (1965)
 FE2500
 FE2500                         *CURRENT SURVEY CONTROL
 FE2500  ___________________________________________________________________
 FE2500* NAD 83(1995)-  35 07 14.02849(N)    089 28 31.01041(W)     ADJUSTED  
 FE2500* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 FE2500  ___________________________________________________________________
 FE2500  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FE2500  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2500
 FE2500  HORZ ORDER  -  FIRST
 FE2500
 FE2500.The horizontal coordinates were established by classical geodetic methods
 FE2500.and adjusted by the National Geodetic Survey in April 1999..
 FE2500
 FE2500.The orthometric height was scaled from a topographic map.
 FE2500
 FE2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2500
 FE2500.The geoid height was determined by GEOID03.
 FE2500
 FE2500;                    North         East     Units Scale Factor Converg.
 FE2500;SPC TN       -    92,968.236   283,272.564   MT  1.00002536   -2 02 04.4
 FE2500;SPC TN       -   305,013.29    929,370.07   sFT  1.00002536   -2 02 04.4
 FE2500;UTM  16      - 3,889,217.354   274,434.429   MT  1.00022710   -1 25 28.7
 FE2500
 FE2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2500!SPC TN       -   0.99998016  x   1.00002536  =   1.00000552
 FE2500!UTM  16      -   0.99998016  x   1.00022710  =   1.00020726
 FE2500
 FE2500:                Primary Azimuth Mark                     Grid Az
 FE2500:SPC TN       -  WILLISTON LOT WT 29                      079 55 13.0
 FE2500:UTM  16      -  WILLISTON LOT WT 29                      079 18 37.3
 FE2500
 FE2500|---------------------------------------------------------------------|
 FE2500| PID    Reference Object                     Distance      Geod. Az  |
 FE2500|                                                           dddmmss.s |
 FE2500| FE2498 WILLISTON LOT WT 29                 APPROX.11.8 KM 0775308.6 |
 FE2500| CG3376 GILLESPIE RM 1                       28.435 METERS 15716     |
 FE2500| CG3375 GILLESPIE AZ MK RESET                              2314124.6 |
 FE2500| CG3377 GILLESPIE RM 2                      111.020 METERS 26016     |
 FE2500| CG3378 GILLESPIE RM 3                       38.048 METERS 28817     |
 FE2500| FE2536 MACON RAD STA KID 58 MAST           APPROX. 6.0 KM 3320625.8 |
 FE2500|---------------------------------------------------------------------|
 FE2500
 FE2500                          SUPERSEDED SURVEY CONTROL
 FE2500
 FE2500  NAD 83(1995)-  35 07 14.02831(N)    089 28 31.00986(W) AD(       ) 1
 FE2500  NAD 83(1995)-  35 07 14.02824(N)    089 28 31.00999(W) AD(       ) 1
 FE2500  NAD 83(1986)-  35 07 14.04121(N)    089 28 31.01016(W) AD(       ) 1
 FE2500  NAD 27      -  35 07 13.72000(N)    089 28 30.73700(W) AD(       ) 1
 FE2500
 FE2500.Superseded values are not recommended for survey control.
 FE2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2500.See file dsdata.txt to determine how the superseded data were derived.
 FE2500
 FE2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7443489217(NAD 83)
 FE2500_MARKER: DS = TRIANGULATION STATION DISK
 FE2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2500
 FE2500  HISTORY     - Date     Condition        Report By
 FE2500  HISTORY     - 1914     MONUMENTED       CGS
 FE2500  HISTORY     - 1934     GOOD             CGS
 FE2500  HISTORY     - 1958     GOOD             CGS
 FE2500  HISTORY     - 1958     GOOD             CGS
 FE2500
 FE2500                          STATION DESCRIPTION
 FE2500
 FE2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2500'ABOUT 8 MILES NORTHEAST OF ROSSVILLE, ABOUT 7 MILES NORTHWEST OF
 FE2500'MOSCOW, 3 MILES SOUTHEAST OF MACON, 1/2 MILE NORTHEAST OF MOUNT ZION
 FE2500'CHURCH, ON PROPERTY OWNED BY HERMAN FARLEY OF ROSSVILLE (FORMERLY
 FE2500'OWNED BY MRS. A.H. GILLESPIE), ON HIGHEST POINT OF PROMINENT
 FE2500'KNOLL ON THE GILLESPIE PLANTATION, AND ABOUT 3/4 MILE NORTHWEST OF
 FE2500'THE GILLESPIE HOUSE.  TO REACH FROM HOLLY SPRINGS, MISS., GO NORTH
 FE2500'13.8 MILES ON ROUTE 7 TO SLAYDEN, TURN LEFT (WEST), GO 4.5 MILES TO
 FE2500'MOUNT PLEASANT, TURN RIGHT, FOLLOW MAIN ROAD NORTH 0.6 MILE TO
 FE2500'T-ROAD, TURN LEFT ONTO MAIN ROAD, GO NORTH 5.35 MILES TO
 FE2500'EAST-AND-WEST CROSSROAD (ROUTE 57), TURN LEFT ONTO ROUTE 57, GO WEST
 FE2500'1.85 MILES TO ROSSVILLE, TURN RIGHT, FOLLOW MAIN GRAVEL ROAD 6.05
 FE2500'MILES TO TWO T-ROADS TO RIGHT (ONE ANGLING OFF TO SOUTHEAST, THE
 FE2500'OTHER TO NORTHEAST), TURN RIGHT ONTO NORTHEAST T-ROAD, GO 1.7 MILES
 FE2500'TO END OF ROAD AT NORTH-AND-SOUTH ROAD (MOSCOW-MACON ROAD), TURN
 FE2500'LEFT, GO 0.15 MILE, TURN ONTO PLANTATION ROAD, RIGHT, GO ABOUT 400
 FE2500'YARDS TO POINT OPPOSITE HIGHEST POINT OF HILL AT CURVE TO LEFT, TURN
 FE2500'RIGHT AND GO ABOUT 100 PACES TO TOP OF HILL AND STATION SITE.
 FE2500'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FE2500'CONCRETE.  IN 1934 SURFACE MARK WAS STAMPED
 FE2500'GILLESPIE 1914-1934.  REFERENCE MARKS ARE STANDARD REFERENCE
 FE2500'DISKS IN CONCRETE AND IN 1934 WERE STAMPED GILLESPIE
 FE2500'1914-1934.  NO. 1 IS ON SOUTH SLOPE OF KNOLL, ABOUT 15 FEET SOUTH OF
 FE2500'FENCE LINE, NEAR HEAD OF GULLY OR WASH, AND ABOUT 1/2 METER (2 FEET)
 FE2500'BELOW AND 28.39 METERS (93.1 FEET) FROM STATION.
 FE2500'NO. 2 IS ON WEST SLOPE OF KNOLL, ABOUT 100 FEET SOUTH OF
 FE2500'PERSIMMON TREE, 25 FEET EAST OF PLANTATION ROAD, AND 5-1/2 METERS
 FE2500'(18 FEET) BELOW AND 111.02 METERS (364.2 FEET) FROM STATION S 80 DEG
 FE2500'16 MIN W.  IN 1934 IT WAS FOUND LOOSE IN EARTH
 FE2500'AND WAS MADE STEADY.  IN 1914 RIGHT CHIMNEY ON HOUSE OCCUPIED BY
 FE2500'JAMES HAZLETT (TENANT ON THE GILLESPIE PLANTATION) WAS ABOUT 1/3 MILE
 FE2500'FROM STATION N 13 DEG 35 MIN W.
 FE2500
 FE2500                          STATION RECOVERY (1958)
 FE2500
 FE2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2500'THE STATION AND ONE REFERENCE MARK WERE FOUND IN GOOD CONDITION AND
 FE2500'AT THIS TIME A REFERENCE MARK 3 AND AN AZIMUTH MARK WERE
 FE2500'ESTABLISHED.  REFERENCE MARK 2 WAS NEVER FOUND AND IS TO BE
 FE2500'CONSIDERED LOST.  REFERENCE MARK 1 DID NOT CHECK IN MEASUREMENT
 FE2500'OR DIRECTION, IT WAS STRUCK BY A FARM IMPLEMENT CHANGING THE LOCATION
 FE2500'BUT IS STILL IN GOOD CONDITION.
 FE2500'
 FE2500'A NEW TO REACH AND DESCRIPTION FOLLOWS.
 FE2500'
 FE2500'THE STATION IS ABOUT 8 MILES NORTHEAST OF ROSSVILLE, ABOUT 7 MILES
 FE2500'NORTHWEST OF MOSCOW AND IS ON THE PROPERTY OF MR.  HERMAN FARLEY,
 FE2500'ON THE HIGHEST POINT OF A PROMINENT KNOLL.  IT IS 126 FEET EAST OF A
 FE2500'POWER LINE POLE.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK
 FE2500'IS STAMPED GILLESPIE 1914 1934.
 FE2500'
 FE2500'TO REACH THE STATION FROM THE RAILROAD CROSSING, 0.05 MILE WEST OF
 FE2500'THE ILLINOIS CENTRAL RAILROAD STATION IN OAKLAND, GO SOUTH ON A
 FE2500'PAVED ROAD FOR 5.45 MILES TO A REVERSE Y WHERE THE MAIN ROAD CURVES
 FE2500'TO THE EAST.  CONTINUE EAST ON THE PAVED ROAD FOR 0.35 MI TO A PAVED
 FE2500'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 2.9
 FE2500'MI TO A REVERSE Y.  TURN SHARP LEFT AND GO NORTHEAST ON A GRAVEL ROAD
 FE2500'FOR 1.3 MILES TO A GRAVELED ROAD LEFT AND TWO LARGE ROCK GATE POSTS.
 FE2500'TURN LEFT AND PASS BETWEEN THE GATE POSTS AND THE AZIMUTH MARK IS ON
 FE2500'THE LEFT.  CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 0.5 MILE TO
 FE2500'A Y-FORK, KEEP RIGHT FORK UP HILL FOR 0.05 MILE TO THE TOP OF THE
 FE2500'KNOLL AND THE STATION.
 FE2500'
 FE2500'REFERENCE MARK 1 IS ON THE SOUTHEAST SLOPE OF THE KNOLL.  THE
 FE2500'MONUMENT IS FLUSH AND THE DISK IS STAMPED GILLESPIE NO 1 1914
 FE2500'1934.
 FE2500'
 FE2500'REFERENCE MARK 3 IS 1 FOOT NORTH OF A POWER POLE AND IS ON THE WEST
 FE2500'SLOPE OF THE KNOLL.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FE2500'STAMPED GILLESPIE NO 3 1914 1934.
 FE2500'
 FE2500'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WEST ROCK GATE POST AND 13 FEET
 FE2500'WEST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH
 FE2500'AND THE DISK IS STAMPED GILLESPIE 1914 RESET 1957.
 FE2500'
 FE2500'HEIGHT OF LIGHT 30 METERS.
 FE2500
 FE2500                          STATION RECOVERY (1958)
 FE2500
 FE2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2500'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2500'GOOD CONDITION.  THIS STATION HAS BEEN DESTROYED AND A NEW STATION
 FE2500'ESTABLISHED ACCORDING TO MR. W.R. BLAKE, THE PROPERTY OWNERS REQUEST.
 FE2500'
 FE2500'FOR INFORMATION ON THE NEW STATION, SEE THE DESCRIPTION FOR STATION
 FE2500'GILLESPIE 2 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2501 ***********************************************************************
 FE2501  CBN         -  This is a Cooperative Base Network Control Station.
 FE2501  DESIGNATION -  GILLESPIE 2
 FE2501  PID         -  FE2501
 FE2501  STATE/COUNTY-  TN/FAYETTE
 FE2501  USGS QUAD   -  MOSCOW (1965)
 FE2501
 FE2501                         *CURRENT SURVEY CONTROL
 FE2501  ___________________________________________________________________
 FE2501* NAD 83(1995)-  35 07 13.43974(N)    089 28 31.91742(W)     ADJUSTED  
 FE2501* NAVD 88     -       153.4    (meters)     503.     (feet)  VERTCON   
 FE2501  ___________________________________________________________________
 FE2501  X           -      47,807.706 (meters)                     COMP
 FE2501  Y           -  -5,222,637.997 (meters)                     COMP
 FE2501  Z           -   3,648,872.964 (meters)                     COMP
 FE2501  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FE2501  ELLIP HEIGHT-         125.84  (meters)          (04/12/99) GPS OBS
 FE2501  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2501
 FE2501  HORZ ORDER  -  B
 FE2501  ELLP ORDER  -  FOURTH    CLASS I
 FE2501
 FE2501.The horizontal coordinates were established by GPS observations
 FE2501.and adjusted by the National Geodetic Survey in April 1999..
 FE2501
 FE2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2501
 FE2501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2501
 FE2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2501
 FE2501.The ellipsoidal height was determined by GPS observations
 FE2501.and is referenced to NAD 83.
 FE2501
 FE2501.The geoid height was determined by GEOID03.
 FE2501
 FE2501;                    North         East     Units Scale Factor Converg.
 FE2501;SPC TN       -    92,950.919   283,248.968   MT  1.00002540   -2 02 05.0
 FE2501;SPC TN       -   304,956.47    929,292.66   sFT  1.00002540   -2 02 05.0
 FE2501;UTM  16      - 3,889,199.783   274,411.014   MT  1.00022723   -1 25 29.2
 FE2501
 FE2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2501!SPC TN       -   0.99998025  x   1.00002540  =   1.00000565
 FE2501!UTM  16      -   0.99998025  x   1.00022723  =   1.00020747
 FE2501
 FE2501|---------------------------------------------------------------------|
 FE2501| PID    Reference Object                     Distance      Geod. Az  |
 FE2501|                                                           dddmmss.s |
 FE2501| FE2500 GILLESPIE                            29.268 METERS 05141     |
 FE2501| CG3376 GILLESPIE RM 1                       34.909 METERS 10323     |
 FE2501| CG3374 JAMES HAZLETT HSE CHIMNEY                          2314123.0 |
 FE2501| CG3379 GILLESPIE 2 RM 4                     49.554 METERS 27534     |
 FE2501| FE2536 MACON RAD STA KID 58 MAST           APPROX. 6.0 KM 3322249.3 |
 FE2501| CG3378 GILLESPIE RM 3                       32.797 METERS 33626     |
 FE2501|---------------------------------------------------------------------|
 FE2501
 FE2501                          SUPERSEDED SURVEY CONTROL
 FE2501
 FE2501  NAD 83(1995)-  35 07 13.43947(N)    089 28 31.91699(W) AD(       ) B
 FE2501  ELLIP H (09/07/90)  125.77   (m)                       GP(       ) 4 1
 FE2501  NAD 83(1986)-  35 07 13.45247(N)    089 28 31.91717(W) AD(       ) 2
 FE2501  NAD 27      -  35 07 13.13100(N)    089 28 31.64400(W) AD(       ) 2
 FE2501  NGVD 29 (09/07/90)  153.4    (m)          503.     (f) GPS OBS        
 FE2501
 FE2501.Superseded values are not recommended for survey control.
 FE2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2501.See file dsdata.txt to determine how the superseded data were derived.
 FE2501
 FE2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7441189200(NAD 83)
 FE2501_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2501_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2501+STABILITY: SURFACE MOTION
 FE2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2501+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FE2501
 FE2501  HISTORY     - Date     Condition        Report By
 FE2501  HISTORY     - 1958     MONUMENTED       CGS
 FE2501  HISTORY     - 1987     GOOD             AEROS
 FE2501  HISTORY     - 1988     GOOD             NGS
 FE2501
 FE2501                          STATION DESCRIPTION
 FE2501
 FE2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2501'THE STATION IS LOCATED, AIRLINE, ABOUT 8 MILES NORTHEAST OF
 FE2501'ROSSVILLE, AND ABOUT 7 MILES NORTHWEST OF MOSCOW, ON PROPERTY
 FE2501'OWNED BY W.R. BLAKE.
 FE2501'
 FE2501'THE STATION IS A STANDARD DISK STAMPED GILLESPIE 2 1958 SET IN TOP OF
 FE2501'A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 FE2501'GROUND.  IT IS ABOUT 100 FEET SOUTHWEST OF THE HIGHEST GROUND IN THE
 FE2501'AREA.
 FE2501'
 FE2501'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GILLESPIE NO 1
 FE2501'1914 1934 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FE2501'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 3 FEET HIGHER THAN THE
 FE2501'STATION.
 FE2501'
 FE2501'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED GILLESPIE NO 3
 FE2501'1914 1934 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FE2501'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER
 FE2501'THAN THE STATION.  IT IS 2.5 FEET EAST-SOUTHEAST OF A POWER LINE
 FE2501'POLE.
 FE2501'
 FE2501'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED GILLESPIE 2 NO
 FE2501'4 1958 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FE2501'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 6 FEET LOWER
 FE2501'THAN THE STATION.  IT IS 10 INCHES SOUTHEAST OF A FENCELINE.
 FE2501'
 FE2501'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GILLESPIE 1914 RESET 1957
 FE2501'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE2501'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTHEAST OF THE
 FE2501'NORTHWEST ONE OF TWO STONE GATE POSTS AND 13 FEET NORTHWEST OF THE
 FE2501'CENTER OF THE ROAD.
 FE2501'
 FE2501'TO REACH THE STATION FROM THE POST OFFICE IN MACON, GO EAST ON THE
 FE2501'PAVED ROAD FOR 0.3 MILE, TAKE THE RIGHT FORK AND FOLLOW THE
 FE2501'PAVED ROAD SOUTH FOR 2.8 MILES, TURN SHARP LEFT OFF THE PAVED ROAD
 FE2501'ONTO A DIRT ROAD AND GO EASTERLY FOR 1.35 MILES TO TWO STONE GATE
 FE2501'POSTS ON THE LEFT AT AN ENTRANCE ROAD TO THE RANCH HOME TO MR. W.R.
 FE2501'BLAKE AND THE AZIMUTH MARK.  TURN LEFT AND GO NORTHEASTERLY ON THE
 FE2501'ENTRANCE ROAD FOR 0.35 MILE TO A FORK, TAKE THE RIGHT FORK, PASS
 FE2501'THROUGH A GATE AND GO NORTHEASTERLY ON THE ENTRANCE ROAD FOR 0.05
 FE2501'MILE TO THE RANCH HOME OF MR. W.R. BLAKE AND THE STATION.  MR. BLAKE
 FE2501'IS STARTING TO BUILD A NEW HOME AT THIS TIME SO THE LANDSCAPE MAY
 FE2501'CHANGE A LOT IN APPEARANCE.
 FE2501
 FE2501                          STATION RECOVERY (1987)
 FE2501
 FE2501'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 FE2501'THE STATION WAS RECOVERED AT THIS DATE.
 FE2501'THE STATION IS NOW ON LAND OWNED BY WILLIAM PLYLER, HOME TELEPHONE
 FE2501'(901)853-7162, WORK TELEPHONE (901)756-1230.
 FE2501
 FE2501                          STATION RECOVERY (1988)
 FE2501
 FE2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 FE2501'THE STATION WAS RECOVERED AT THIS DATE.
 FE2501'THE MARK HAS BEEN HIT AND THE G OF THE STAMPING GILLESPIE IS GONE.
 FE2501'A COMPLETE DESCRIPTION FOLLOWS.
 FE2501'
 FE2501'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI)
 FE2501'NORTHEAST OF ROSSVILLE,
 FE2501'11.3 KM (7.0 MI) NORTHWEST OF MOSCOW,
 FE2501'8.0 KM (5.0 MI) EAST-SOUTHEAST OF MACON, AND AT THE SOUTHWEST END
 FE2501'OF A CIRCULAR DRIVEWAY, IN FRONT OF A RANCH HOUSE AND JUST
 FE2501'SOUTHWEST OF THE HIGHEST GROUND IN AREA.
 FE2501'OWNERSHIP--WILLIAM PLYLER, RT 1 BOX 123, MACON TN 38048.
 FE2501'PHONE HOME (901) 853-7162, OFFICE (901) 684-1211.
 FE2501'
 FE2501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND
 FE2501'STATE ROUTE 194 IN ROSSVILLE, GO NORTH FOR 0.8 KM (0.5 MI) ON STATE
 FE2501'ROUTE 194 (MAIN STREET) TO A RAILROAD CORSSING.
 FE2501'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 9.0 KM (5.6 MI) ON ROUTE
 FE2501'194 (ROSSVILLE - MACON ROAD) TO TWO SIDE ROADS ON THE RIGHT, ON THE
 FE2501'OUTSIDE OF A CURVE IN THE ROAD.
 FE2501'TURN RIGHT ON THE SECOND ROAD AND GO
 FE2501'EAST-NORTHEAST FOR 2.2 KM (1.35 MI) ON WADE DRIVE TO A PAVED DRIVE
 FE2501'ON THE LEFT, AT A BRICK PILLAR GATE.
 FE2501'TURN LEFT AND GO NORTH-NORTHEAST FOR 0.7 KM (0.45 MI) ON THE PAVED
 FE2501'DRIVE BETWEEN A ROW OF PINE TREES TO A FORK.
 FE2501'FOLLOW THE RIGHT FORK AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE
 FE2501'PAVED DRIVE, PASSING THROUGH A GATE, TO THE SOUTHWEST END OF A
 FE2501'PAVED CIRCULAR DRIVEWAY IN FRONT OF THE LARGE RANCH HOUSE AND THE
 FE2501'STATION ON THE LEFT.
 FE2501'
 FE2501'THE STATION IS A STANDARD CGS DISK
 FE2501'STAMPED---GILLESPIE 2 1958---,
 FE2501'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FE2501'30 CM ON SIDE RECESSED 2 CM BELOW GROUND.  LOCATED
 FE2501'26.1 METERS (85.7 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 FE2501'THE RANCH HOUSE,
 FE2501'26.0 METERS (85.2 FT) SOUTH-SOUTHEAST FROM A 60-CM IN DIAMETER OAK
 FE2501'TREE,
 FE2501'22.4 METERS (73.5 FT) EAST FROM AN 80-CM IN DIAMETER OAK TREE,
 FE2501'15.6 METERS (51.2 FT) SOUTHEAST FROM A 70-CM IN DIAMETER OAK TREE,
 FE2501'13.1 METERS (43.0 FT) NORTH FROM THE CENTER OF THE PAVED DRIVE, AND
 FE2501'5.5 METERS (18.0 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 FE2501'PAVED CIRCULAR DRIVE.
 FE2501'
 FE2501'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0634 ***********************************************************************
 FE0634  DESIGNATION -  GILMERS
 FE0634  PID         -  FE0634
 FE0634  STATE/COUNTY-  TN/MADISON
 FE0634  USGS QUAD   -  CLAYBROOK (1980)
 FE0634
 FE0634                         *CURRENT SURVEY CONTROL
 FE0634  ___________________________________________________________________
 FE0634* NAD 83(1995)-  35 40 59.78012(N)    088 42 35.43381(W)     ADJUSTED  
 FE0634* NAVD 88     -       179.894  (meters)     590.20   (feet)  ADJUSTED  
 FE0634  ___________________________________________________________________
 FE0634  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FE0634  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0634  DYNAMIC HT  -         179.734 (meters)     589.68  (feet)  COMP
 FE0634  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0634
 FE0634  HORZ ORDER  -  THIRD
 FE0634  VERT ORDER  -  SECOND    CLASS 0
 FE0634
 FE0634.The horizontal coordinates were established by classical geodetic methods
 FE0634.and adjusted by the National Geodetic Survey in April 1999..
 FE0634
 FE0634.The orthometric height was determined by differential leveling
 FE0634.and adjusted by the National Geodetic Survey in June 1991..
 FE0634
 FE0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0634
 FE0634.The geoid height was determined by GEOID03.
 FE0634
 FE0634.The dynamic height is computed by dividing the NAVD 88
 FE0634.geopotential number by the normal gravity value computed on the
 FE0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0634.degrees latitude (g = 980.6199 gals.).
 FE0634
 FE0634.The modeled gravity was interpolated from observed gravity values.
 FE0634
 FE0634;                    North         East     Units Scale Factor Converg.
 FE0634;SPC TN       -   153,170.030   354,740.501   MT  0.99995185   -1 35 11.2
 FE0634;SPC TN       -   502,525.34  1,163,844.46   sFT  0.99995185   -1 35 11.2
 FE0634;UTM  16      - 3,950,166.545   345,274.693   MT  0.99989501   -0 59 51.2
 FE0634
 FE0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0634!SPC TN       -   0.99997619  x   0.99995185  =   0.99992804
 FE0634!UTM  16      -   0.99997619  x   0.99989501  =   0.99987121
 FE0634
 FE0634|---------------------------------------------------------------------|
 FE0634| PID    Reference Object                     Distance      Geod. Az  |
 FE0634|                                                           dddmmss.s |
 FE0634| FE0635 GILMERS RM 2                          6.414 METERS 04331     |
 FE0634| CG3380 GILMERS AZ MK                                      2324251.3 |
 FE0634| FE0633 GILMERS RM 1                          6.263 METERS 27026     |
 FE0634|---------------------------------------------------------------------|
 FE0634
 FE0634                          SUPERSEDED SURVEY CONTROL
 FE0634
 FE0634  NAD 83(1995)-  35 40 59.78425(N)    088 42 35.43990(W) AD(       ) 3
 FE0634  NAD 83(1986)-  35 40 59.79132(N)    088 42 35.43513(W) AD(       ) 3
 FE0634  NAD 27      -  35 40 59.54250(N)    088 42 35.23220(W) AD(       ) 3
 FE0634  NGVD 29 (??/??/??)  179.927  (m)          590.31   (f) ADJUSTED    2 0
 FE0634
 FE0634.Superseded values are not recommended for survey control.
 FE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0634.See file dsdata.txt to determine how the superseded data were derived.
 FE0634
 FE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4527550167(NAD 83)
 FE0634_MARKER: DE = TRAVERSE STATION DISK
 FE0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0634_STAMPING: GILMERS 1958
 FE0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0634+STABILITY: SURFACE MOTION
 FE0634
 FE0634  HISTORY     - Date     Condition        Report By
 FE0634  HISTORY     - 1958     MONUMENTED       CGS
 FE0634  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FE0634  HISTORY     - 1959     GOOD             CGS
 FE0634
 FE0634                          STATION DESCRIPTION
 FE0634
 FE0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE0634'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF JACKSON, BY THE RUINS
 FE0634'OF A BRICK HOUSE ON LAND OWNED BY MR. R.E.L.  HENDERSON.  IT
 FE0634'IS 9 FEET SOUTHEAST OF THE BRICK FOUNDATION, 7 FEET SOUTHEAST OF A
 FE0634'WHITE WITNESS POST, 38 FEET NORTH OF A 12 INCH CEDAR TREE, AND 11
 FE0634'FEET SOUTH OF THE SOUTH CORNER OF THE BRICK STEPS.  THE MONUMENT IS
 FE0634'FLUSH AND THE DISK IS STAMPED GILMERS 1958.
 FE0634'
 FE0634'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON GO NORTH ON U.S.
 FE0634'HIGHWAY 70 AND STATE HIGHWAY 20 FOR 6.15 MILES TO THEIR
 FE0634'JUNCTION.  CONTINUE NORTHEAST ON STATE HIGHWAY 20 FOR 2.3 MILES TO A
 FE0634'GRAVELED DRIVEWAY LEFT, NORTHWEST.  TURN LEFT ON GRAVELED DRIVEWAY
 FE0634'AND GO 0.05 MILE TO BRICK FOUNDATION AND THE STATION AS DESCRIBED.
 FE0634'
 FE0634'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.05 MILE SOUTHEAST ON
 FE0634'GRAVELED DRIVEWAY TO STATE HIGHWAY 20.  TURN RIGHT, SOUTHWEST,
 FE0634'ON STATE HIGHWAY 20 FOR 0.15 MILE TO A GRAVELED DRIVEWAY LEFT AND
 FE0634'AZIMUTH MARK AS DESCRIBED.
 FE0634'
 FE0634'REFERENCE MARK 1 IS 1 FOOT SOUTHEAST OF A BRICK FOUNDATION WALL, 18
 FE0634'FEET SOUTHWEST OF A WHITE WITNESS POST, AND 43 FEET NORTH OF A 12
 FE0634'INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE0634'GILMERS NO 1 1958.
 FE0634'
 FE0634'REFERENCE MARK 2 IS 3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE0634'BRICK STEPS, 5 FEET SOUTHEAST OF THE BRICK FOUNDATION WALL,
 FE0634'AND 20 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 FE0634'AND THE DISK IS STAMPED GILMERS NO 2 1958.
 FE0634'
 FE0634'THE AZIMUTH MARK IS 54 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 FE0634'HIGHWAY 20, 3 FEET NORTHEAST OF A WHITE WITNESS POST, AND 11 FEET
 FE0634'SOUTHWEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT
 FE0634'PROJECTS 2 INCHES AND THE DISK IS STAMPED GILMERS 1958.
 FE0634'
 FE0634'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE0634
 FE0634                          STATION RECOVERY (1959)
 FE0634
 FE0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0634'STATION RECOVERED.  STATION, REFERENCE, AND AZIMUTH MARKS WERE FOUND
 FE0634'TO BE IN GOOD CONDITION.
 FE0634'
 FE0634'THE STATION, (SURFACE AND UNDERGROUND) AND REFERENCE MARKS NO. 1 AND
 FE0634'2 WERE COMPLETELY DESTROYED AT THE REQUEST OF THE PROPERTY OWNER
 FE0634'MR. ARCHIE F. MCBROOM.  A NEW STATION MARK AND REFERENCE MARKS NO. 3
 FE0634'AND 4 WERE ESTABLISH AT A NEW LOCATION.
 FE0634
 FE0634                          STATION RECOVERY (1959)
 FE0634
 FE0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0634'15.2 MI NE FROM JACKSON.
 FE0634'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0634'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0634'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ON U.S.
 FE0634'HIGHWAY 70, THENCE 2.1 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0634'0.05 MILE NORTH ON A PRIVATE DRIVE.  IT IS 9 FEET SOUTHEAST OF
 FE0634'A BRICK FOUNDATION, 7 FEET SOUTHEAST OF A WITNESS POST, 38 FEET
 FE0634'NORTH OF A 12 INCH CEDAR TREE, 11 FEET SOUTH OF THE SOUTH CORNER
 FE0634'OF THE BRICK STEPS.  IT IS SET IN A 10 INCH SQUARE CONCRETE
 FE0634'MONUMENT SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2317 ***********************************************************************
 FE2317  DESIGNATION -  GILMERS 2
 FE2317  PID         -  FE2317
 FE2317  STATE/COUNTY-  TN/MADISON
 FE2317  USGS QUAD   -  CLAYBROOK (1980)
 FE2317
 FE2317                         *CURRENT SURVEY CONTROL
 FE2317  ___________________________________________________________________
 FE2317* NAD 83(1995)-  35 41 00.78948(N)    088 42 33.80916(W)     ADJUSTED  
 FE2317* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 FE2317  ___________________________________________________________________
 FE2317  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FE2317  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2317
 FE2317  HORZ ORDER  -  SECOND
 FE2317
 FE2317.The horizontal coordinates were established by classical geodetic methods
 FE2317.and adjusted by the National Geodetic Survey in April 1999..
 FE2317
 FE2317.The orthometric height was scaled from a topographic map.
 FE2317
 FE2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2317
 FE2317.The geoid height was determined by GEOID03.
 FE2317
 FE2317;                    North         East     Units Scale Factor Converg.
 FE2317;SPC TN       -   153,199.995   354,782.196   MT  0.99995183   -1 35 10.3
 FE2317;SPC TN       -   502,623.65  1,163,981.25   sFT  0.99995183   -1 35 10.3
 FE2317;UTM  16      - 3,950,196.935   345,316.077   MT  0.99989485   -0 59 50.3
 FE2317
 FE2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2317!SPC TN       -   0.99997665  x   0.99995183  =   0.99992848
 FE2317!UTM  16      -   0.99997665  x   0.99989485  =   0.99987150
 FE2317
 FE2317                          SUPERSEDED SURVEY CONTROL
 FE2317
 FE2317  NAD 83(1995)-  35 41 00.79362(N)    088 42 33.81526(W) AD(       ) 2
 FE2317  NAD 83(1986)-  35 41 00.80068(N)    088 42 33.81049(W) AD(       ) 2
 FE2317  NAD 27      -  35 41 00.55190(N)    088 42 33.60760(W) AD(       ) 2
 FE2317
 FE2317.Superseded values are not recommended for survey control.
 FE2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2317.See file dsdata.txt to determine how the superseded data were derived.
 FE2317
 FE2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4531650197(NAD 83)
 FE2317_MARKER: DS = TRIANGULATION STATION DISK
 FE2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2317
 FE2317  HISTORY     - Date     Condition        Report By
 FE2317  HISTORY     - 1959     MONUMENTED       CGS
 FE2317
 FE2317                          STATION DESCRIPTION
 FE2317
 FE2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2317'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF JACKSON, BY THE RUINS
 FE2317'OF A BRICK HOUSE ON LAND OWNED BY MR. ARCHIE F.  MCBROON.  IT IS
 FE2317'145 FEET EAST OF THE EAST EDGE OF THE RUINS OF A BRICK HOUSE, 7 FEET
 FE2317'W OF STEEL POST SURVEY MARKER.  THE MONUMENT IS 6 INCHES BELOW
 FE2317'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GILMERS 2 1959.
 FE2317'
 FE2317'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON GO NORTH ON U.S.
 FE2317'HIGHWAY 70 AND STATE HIGHWAY 20 FOR 6.15 MILES TO THEIR JUNCTION.
 FE2317'CONTINUE NORTHEAST ON STATE HIGHWAY 20 FOR 2.3 MILES TO A GRAVELED
 FE2317'DRIVEWAY LEFT, NORTHWEST.  TURN LEFT ON GRAVELED DRIVEWAY AND GO
 FE2317'0.05 MILE TO MARK ON THE RIGHT AND AS DESCRIBED.
 FE2317'
 FE2317'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.05 MILE SOUTHEAST ON
 FE2317'GRAVELED DRIVEWAY TO STATE HIGHWAY 20.  TURN RIGHT, SOUTHWEST, ON
 FE2317'STATE HIGHWAY 20 FOR 0.15 MILE TO A GRAVELED DRIVEWAY LEFT AND
 FE2317'AZIMUTH AS DESCRIBED.
 FE2317'
 FE2317'REFERENCE MARK NO. 3 IS IN FENCE LINE EAST OF STATION MARK, 17 FEET
 FE2317'NORTH OF THE STEEL POST SURVEY MARKER.  THE MON IS FLUSH AND THE
 FE2317'DISK IS STAMPED GILMERS 2 NO 3 1959.
 FE2317'
 FE2317'REFERENCE MARK NO. 4 IS IN FENCE LINE EAST OF STATION MARK, 22 FEET
 FE2317'SOUTH OF THE STEEL POST SURVEY MARKER, AND 7 FEET NORTH OF A
 FE2317'8-INCH TRIANGLE BLAZED TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2317'STAMPED GILMERS 2 NO 4 1959.
 FE2317'
 FE2317'THE AZIMUTH MARK IS 54 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 FE2317'HIGHWAY 20, 3 FEET NORTHEAST OF A WHITE WITNESS POST, AND 11 FEET
 FE2317'SOUTHWEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT
 FE2317'PROJECTS 2 INCHES AND THE DISK IS STAMPED GILMERS 1958.
 FE2317'
 FE2317'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0633 ***********************************************************************
 FE0633  DESIGNATION -  GILMERS RM 1
 FE0633  PID         -  FE0633
 FE0633  STATE/COUNTY-  TN/MADISON
 FE0633  USGS QUAD   -  CLAYBROOK (1980)
 FE0633
 FE0633                         *CURRENT SURVEY CONTROL
 FE0633  ___________________________________________________________________
 FE0633* NAD 83(1986)-  35 40 58.     (N)    088 42 35.     (W)     SCALED    
 FE0633* NAVD 88     -       179.833  (meters)     590.00   (feet)  ADJUSTED  
 FE0633  ___________________________________________________________________
 FE0633  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0633  DYNAMIC HT  -         179.673 (meters)     589.48  (feet)  COMP
 FE0633  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0633
 FE0633  VERT ORDER  -  SECOND    CLASS 0
 FE0633
 FE0633.The horizontal coordinates were scaled from a topographic map and have
 FE0633.an estimated accuracy of +/- 6 seconds.
 FE0633
 FE0633.The orthometric height was determined by differential leveling
 FE0633.and adjusted by the National Geodetic Survey in June 1991..
 FE0633
 FE0633.The geoid height was determined by GEOID03.
 FE0633
 FE0633.The dynamic height is computed by dividing the NAVD 88
 FE0633.geopotential number by the normal gravity value computed on the
 FE0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0633.degrees latitude (g = 980.6199 gals.).
 FE0633
 FE0633.The modeled gravity was interpolated from observed gravity values.
 FE0633
 FE0633;                    North         East    Units  Estimated Accuracy
 FE0633;SPC TN       -   153,120.      354,750.      MT  (+/- 180 meters Scaled)
 FE0633
 FE0633                          SUPERSEDED SURVEY CONTROL
 FE0633
 FE0633  NGVD 29 (??/??/??)  179.866  (m)          590.11   (f) ADJUSTED    2 0
 FE0633
 FE0633.Superseded values are not recommended for survey control.
 FE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0633.See file dsdata.txt to determine how the superseded data were derived.
 FE0633
 FE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE452501(NAD 83)
 FE0633_MARKER: DR = REFERENCE MARK DISK
 FE0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0633_STAMPING: GILMERS NO 1 1958
 FE0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0633+STABILITY: SURFACE MOTION
 FE0633
 FE0633  HISTORY     - Date     Condition        Report By
 FE0633  HISTORY     - 1958     MONUMENTED       CGS
 FE0633  HISTORY     - 1959     GOOD             CGS
 FE0633
 FE0633                          STATION DESCRIPTION
 FE0633
 FE0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0633'15.2 MI NE FROM JACKSON.
 FE0633'IT IS LOCATED AT THE GILMERS 1958 STATION SITE, 20.5 FEET WEST
 FE0633'OF THE STATION MARK, 1 FOOT SOUTHEAST OF A BRICK FOUNDATION WALL,
 FE0633'18 FEET SOUTHWEST OF A WITNESS POST, AND 43 FEET NORTH OF A
 FE0633'12-INCH CEDAR TREE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 FE0633'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0635 ***********************************************************************
 FE0635  DESIGNATION -  GILMERS RM 2
 FE0635  PID         -  FE0635
 FE0635  STATE/COUNTY-  TN/MADISON
 FE0635  USGS QUAD   -  CLAYBROOK (1980)
 FE0635
 FE0635                         *CURRENT SURVEY CONTROL
 FE0635  ___________________________________________________________________
 FE0635* NAD 83(1986)-  35 40 59.     (N)    088 42 35.     (W)     SCALED    
 FE0635* NAVD 88     -       180.161  (meters)     591.08   (feet)  ADJUSTED  
 FE0635  ___________________________________________________________________
 FE0635  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0635  DYNAMIC HT  -         180.000 (meters)     590.55  (feet)  COMP
 FE0635  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FE0635
 FE0635  VERT ORDER  -  SECOND    CLASS 0
 FE0635
 FE0635.The horizontal coordinates were scaled from a topographic map and have
 FE0635.an estimated accuracy of +/- 6 seconds.
 FE0635
 FE0635.The orthometric height was determined by differential leveling
 FE0635.and adjusted by the National Geodetic Survey in June 1991..
 FE0635
 FE0635.The geoid height was determined by GEOID03.
 FE0635
 FE0635.The dynamic height is computed by dividing the NAVD 88
 FE0635.geopotential number by the normal gravity value computed on the
 FE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0635.degrees latitude (g = 980.6199 gals.).
 FE0635
 FE0635.The modeled gravity was interpolated from observed gravity values.
 FE0635
 FE0635;                    North         East    Units  Estimated Accuracy
 FE0635;SPC TN       -   153,150.      354,750.      MT  (+/- 180 meters Scaled)
 FE0635
 FE0635                          SUPERSEDED SURVEY CONTROL
 FE0635
 FE0635  NGVD 29 (??/??/??)  180.194  (m)          591.19   (f) ADJUSTED    2 0
 FE0635
 FE0635.Superseded values are not recommended for survey control.
 FE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0635.See file dsdata.txt to determine how the superseded data were derived.
 FE0635
 FE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE452501(NAD 83)
 FE0635_MARKER: DR = REFERENCE MARK DISK
 FE0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0635_STAMPING: GILMERS NO 2 1958
 FE0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0635+STABILITY: SURFACE MOTION
 FE0635
 FE0635  HISTORY     - Date     Condition        Report By
 FE0635  HISTORY     - 1958     MONUMENTED       CGS
 FE0635  HISTORY     - 1959     GOOD             CGS
 FE0635
 FE0635                          STATION DESCRIPTION
 FE0635
 FE0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0635'15.2 MI NE FROM JACKSON.
 FE0635'IT IS LOCATED AT THE GILMERS 1958 STATION SITE, 21 FEET NORTHEAST
 FE0635'OF THE STATION MARK, 20 FEET NORTHEAST OF A WITNESS POST, 5 FEET
 FE0635'SOUTHEAST OF A BRICK FOUNDATION WALL, 3 FEET NORTHEAST OF THE
 FE0635'NORTHEAST CORNER OF BRICK STEPS, SET IN THE TOP OF A CONCRETE
 FE0635'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0314 ***********************************************************************
 FC0314  DESIGNATION -  GILMORE
 FC0314  PID         -  FC0314
 FC0314  STATE/COUNTY-  TN/ROANE
 FC0314  USGS QUAD   -  ELVERTON (1990)
 FC0314
 FC0314                         *CURRENT SURVEY CONTROL
 FC0314  ___________________________________________________________________
 FC0314* NAD 83(1995)-  35 58 53.64843(N)    084 26 17.15625(W)     ADJUSTED  
 FC0314* NAVD 88     -       277.335  (meters)     909.89   (feet)  ADJUSTED  
 FC0314  ___________________________________________________________________
 FC0314  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 FC0314  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0314  DYNAMIC HT  -         277.083 (meters)     909.06  (feet)  COMP
 FC0314  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FC0314
 FC0314  HORZ ORDER  -  SECOND
 FC0314  VERT ORDER  -  SECOND    CLASS 0
 FC0314
 FC0314.The horizontal coordinates were established by classical geodetic methods
 FC0314.and adjusted by the National Geodetic Survey in April 1999..
 FC0314
 FC0314.The orthometric height was determined by differential leveling
 FC0314.and adjusted by the National Geodetic Survey in June 1991..
 FC0314
 FC0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0314
 FC0314.The geoid height was determined by GEOID03.
 FC0314
 FC0314.The dynamic height is computed by dividing the NAVD 88
 FC0314.geopotential number by the normal gravity value computed on the
 FC0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0314.degrees latitude (g = 980.6199 gals.).
 FC0314
 FC0314.The modeled gravity was interpolated from observed gravity values.
 FC0314
 FC0314;                    North         East     Units Scale Factor Converg.
 FC0314;SPC TN       -   183,994.390   740,846.737   MT  0.99995170   +0 54 51.8
 FC0314;SPC TN       -   603,654.93  2,430,594.67   sFT  0.99995170   +0 54 51.8
 FC0314;UTM  16      - 3,984,939.277   730,975.801   MT  1.00025742   +1 30 21.0
 FC0314
 FC0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0314!SPC TN       -   0.99996121  x   0.99995170  =   0.99991291
 FC0314!UTM  16      -   0.99996121  x   1.00025742  =   1.00021862
 FC0314
 FC0314|---------------------------------------------------------------------|
 FC0314| PID    Reference Object                     Distance      Geod. Az  |
 FC0314|                                                           dddmmss.s |
 FC0314| FC0315 GILMORE RM 1                         18.556 METERS 05351     |
 FC0314| FC0313 GILMORE RM 2                         22.251 METERS 14042     |
 FC0314| DE5119 GILMORE AZ MK                                      2054016.4 |
 FC0314|---------------------------------------------------------------------|
 FC0314
 FC0314                          SUPERSEDED SURVEY CONTROL
 FC0314
 FC0314  NAD 83(1995)-  35 58 53.65646(N)    084 26 17.15576(W) AD(       ) 2
 FC0314  NAD 83(1986)-  35 58 53.66112(N)    084 26 17.15342(W) AD(       ) 2
 FC0314  NAD 27      -  35 58 53.38320(N)    084 26 17.40832(W) AD(       ) 2
 FC0314  NGVD 29 (??/??/??)  277.45   (m)          910.3    (f) RESET       3  
 FC0314
 FC0314.Superseded values are not recommended for survey control.
 FC0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0314.See file dsdata.txt to determine how the superseded data were derived.
 FC0314
 FC0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3097684939(NAD 83)
 FC0314_MARKER: DS = TRIANGULATION STATION DISK
 FC0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0314_STAMPING: GILMORE 1965
 FC0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0314+STABILITY: SURFACE MOTION
 FC0314
 FC0314  HISTORY     - Date     Condition        Report By
 FC0314  HISTORY     - 1965     MONUMENTED       TNHD
 FC0314  HISTORY     - 1965     GOOD             NGS
 FC0314  HISTORY     - 1967     MARK NOT FOUND   NGS
 FC0314
 FC0314                          STATION DESCRIPTION
 FC0314
 FC0314'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC0314'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF HARRIMAN AND
 FC0314'ABOUT 7 MILES SOUTHEAST OF OLIVER SPRINGS.
 FC0314'
 FC0314'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 FC0314'STATE ROUTE 62 IN OLIVER SPRINGS, GO WESTERLY ON STATE ROUTE 61 FOR
 FC0314'7.7 MILES TO A GRAVELED DRIVEWAY ON THE RIGHT, LEADING UPHILL.  *TURN
 FC0314'RIGHT, NORTHEAST, AND GO 0.05 MILE TO THE END OF THE DRIVEWAY AND THE
 FC0314'STATION ON THE LEFT.
 FC0314'
 FC0314'THE STATION MARK IS 18 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FC0314'CONCRETE BLOCK PUMP HOUSE, 13 FEET NORTHWEST OF THE SOUTHWEST
 FC0314'CORNER OF A SHED, 9 FEET SOUTHEAST OF A 6-INCH PINE TREE AND 8.6 FEET
 FC0314'SOUTHEAST OF A WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE
 FC0314'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FC0314'CONCRETE MONUMENT AND THE DISK IS STAMPED GILMORE 1965.  NO
 FC0314'UNDERGROUND MARK WAS ESTABLISHED FOR THIS STATION.
 FC0314'
 FC0314'REFERENCE MARK NO. 1 IS 39 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FC0314'THE SHED, 8 FEET SOUTHEAST OF A 4-INCH ELM TREE AND 1 FOOT
 FC0314'NORTHWEST OF A 4-INCH DOGWOOD TREE.  IT IS A STANDARD TENNESSEE
 FC0314'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FC0314'CONCRETE MONUMENT AND THE DISK IS STAMPED GILMORE RM-1 1965.
 FC0314'
 FC0314'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE NORTHEAST CORNER OF A
 FC0314'FRAME HOUSE, 26 FEET SOUTHWEST OF THE GRAVELED DRIVEWAY AND 10
 FC0314'FEET SOUTH OF A UTILITY POLE.  IT IS A STANDARD TENNESSEE HIGHWAY
 FC0314'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FC0314'CONCRETE MONUMENT AND THE DISK IS STAMPED GILMORE RM-2 1965.
 FC0314'
 FC0314'THE AZIMUTH MARK IS 26 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FC0314'STATE ROUTE 61, 22.5 FEET SOUTHWEST OF A WITNESS POST WITH SIGN, 22
 FC0314'FEET SOUTHWEST OF A UTILITY POLE AND 5 FEET ABOVE THE LEVEL OF THE
 FC0314'PAVEMENT.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FC0314'IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FC0314'IS STAMPED GILMORE AZI 1965.
 FC0314'
 FC0314'TO REACH THE AZIMUTH MARK * CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 FC0314'WESTERLY ON STATE ROUTE 61 TO THE MARK ON THE RIGHT.
 FC0314'
 FC0314'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 FC0314'
 FC0314'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FC0314
 FC0314                          STATION RECOVERY (1965)
 FC0314
 FC0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FC0314'6.5 MI NE FROM HARRIMAN.
 FC0314'FROM THE INTERSECTION OF STATE ROUTE 61 AND STATE ROUTE 62 IN
 FC0314'OLIVER SPRINGS, GO WESTERLY ON STATE ROUTE 61 FOR 7.7 MILES
 FC0314'TO A GRAVELED DRIVEWAY ON THE RIGHT, LEADING UPHILL, TURN RIGHT,
 FC0314'NORTHEAST AND GO 0.05 MILE TO THE END OF THE DRIVEWAY AND THE MARK
 FC0314'ON THE LEFT, 18 FEET NORTHWEST OF THE NORTHWEST CORNER OR A CONCRETE
 FC0314'BLOCK PUMP HOUSE, 13 FEET NORTHWEST OF THE SOUTHWEST CORNER
 FC0314'OF A SHED, 9 FEET SOUTHEAST OF A 6-INCH PINE TREE AND 8.6 FEET
 FC0314'SOUTHEAST OF A WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE
 FC0314'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FC0314'MONUMENT STAMPED GILMORE 1965.
 FC0314
 FC0314                          STATION RECOVERY (1967)
 FC0314
 FC0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0315 ***********************************************************************
 FC0315  DESIGNATION -  GILMORE RM 1
 FC0315  PID         -  FC0315
 FC0315  STATE/COUNTY-  TN/ROANE
 FC0315  USGS QUAD   -  ELVERTON (1990)
 FC0315
 FC0315                         *CURRENT SURVEY CONTROL
 FC0315  ___________________________________________________________________
 FC0315* NAD 83(1986)-  35 58 53.     (N)    084 26 17.     (W)     SCALED    
 FC0315* NAVD 88     -       279.311  (meters)     916.37   (feet)  ADJUSTED  
 FC0315  ___________________________________________________________________
 FC0315  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0315  DYNAMIC HT  -         279.058 (meters)     915.54  (feet)  COMP
 FC0315  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FC0315
 FC0315  VERT ORDER  -  SECOND    CLASS 0
 FC0315
 FC0315.The horizontal coordinates were scaled from a topographic map and have
 FC0315.an estimated accuracy of +/- 6 seconds.
 FC0315
 FC0315.The orthometric height was determined by differential leveling
 FC0315.and adjusted by the National Geodetic Survey in June 1991..
 FC0315
 FC0315.The geoid height was determined by GEOID03.
 FC0315
 FC0315.The dynamic height is computed by dividing the NAVD 88
 FC0315.geopotential number by the normal gravity value computed on the
 FC0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0315.degrees latitude (g = 980.6199 gals.).
 FC0315
 FC0315.The modeled gravity was interpolated from observed gravity values.
 FC0315
 FC0315;                    North         East    Units  Estimated Accuracy
 FC0315;SPC TN       -   183,970.      740,850.      MT  (+/- 180 meters Scaled)
 FC0315
 FC0315                          SUPERSEDED SURVEY CONTROL
 FC0315
 FC0315  NGVD 29 (??/??/??)  279.43   (m)          916.8    (f) RESET       3  
 FC0315
 FC0315.Superseded values are not recommended for survey control.
 FC0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0315.See file dsdata.txt to determine how the superseded data were derived.
 FC0315
 FC0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE309849(NAD 83)
 FC0315_MARKER: DR = REFERENCE MARK DISK
 FC0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0315_STAMPING: GILMORE RM 1 1965
 FC0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0315+STABILITY: SURFACE MOTION
 FC0315
 FC0315  HISTORY     - Date     Condition        Report By
 FC0315  HISTORY     - 1965     MONUMENTED       TNHD
 FC0315  HISTORY     - 1965     GOOD             NGS
 FC0315
 FC0315                          STATION DESCRIPTION
 FC0315
 FC0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0315'6.5 MI NE FROM HARRIMAN.
 FC0315'AT THE GILMORE 1965 STATION SITE, 39 FEET NORTHEAST OF THE
 FC0315'NORTHEAST CORNER OF A SHED, 8 FEET SOUTHEAST OF A 4-INCH ELM
 FC0315'TREE AND 1 FOOT NORTHWEST OF A 4-INCH DOGWOOD TREE.  IT IS A
 FC0315'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FC0315'SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED GILMORE RM-1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0313 ***********************************************************************
 FC0313  DESIGNATION -  GILMORE RM 2
 FC0313  PID         -  FC0313
 FC0313  STATE/COUNTY-  TN/ROANE
 FC0313  USGS QUAD   -  ELVERTON (1990)
 FC0313
 FC0313                         *CURRENT SURVEY CONTROL
 FC0313  ___________________________________________________________________
 FC0313* NAD 83(1986)-  35 58 53.     (N)    084 26 17.     (W)     SCALED    
 FC0313* NAVD 88     -       277.606  (meters)     910.78   (feet)  ADJUSTED  
 FC0313  ___________________________________________________________________
 FC0313  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0313  DYNAMIC HT  -         277.353 (meters)     909.95  (feet)  COMP
 FC0313  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FC0313
 FC0313  VERT ORDER  -  SECOND    CLASS 0
 FC0313
 FC0313.The horizontal coordinates were scaled from a topographic map and have
 FC0313.an estimated accuracy of +/- 6 seconds.
 FC0313
 FC0313.The orthometric height was determined by differential leveling
 FC0313.and adjusted by the National Geodetic Survey in June 1991..
 FC0313
 FC0313.The geoid height was determined by GEOID03.
 FC0313
 FC0313.The dynamic height is computed by dividing the NAVD 88
 FC0313.geopotential number by the normal gravity value computed on the
 FC0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0313.degrees latitude (g = 980.6199 gals.).
 FC0313
 FC0313.The modeled gravity was interpolated from observed gravity values.
 FC0313
 FC0313;                    North         East    Units  Estimated Accuracy
 FC0313;SPC TN       -   183,970.      740,850.      MT  (+/- 180 meters Scaled)
 FC0313
 FC0313                          SUPERSEDED SURVEY CONTROL
 FC0313
 FC0313  NGVD 29 (??/??/??)  277.72   (m)          911.2    (f) RESET       3  
 FC0313
 FC0313.Superseded values are not recommended for survey control.
 FC0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0313.See file dsdata.txt to determine how the superseded data were derived.
 FC0313
 FC0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE309849(NAD 83)
 FC0313_MARKER: DR = REFERENCE MARK DISK
 FC0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0313_STAMPING: GILMORE RM 2 1965
 FC0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0313+STABILITY: SURFACE MOTION
 FC0313
 FC0313  HISTORY     - Date     Condition        Report By
 FC0313  HISTORY     - 1965     MONUMENTED       TNHD
 FC0313  HISTORY     - 1965     GOOD             NGS
 FC0313
 FC0313                          STATION DESCRIPTION
 FC0313
 FC0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC0313'6.5 MI NE FROM HARRIMAN.
 FC0313'AT THE GILMORE 1965 STATION SITE, 33 FEET NORTH OF THE NORTHEAST
 FC0313'CORNER OF A FRAME HOUSE, 26 FEET SOUTHWEST OF A GRAVELED DRIVEWAY
 FC0313'AND 10 FEET SOUTH OF A UTILITY POLE.  IT IS A STANDARD TENNESSEE
 FC0313'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FC0313'MONUMENT, STAMPED GILMORE RM-2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0749 ***********************************************************************
 GC0749  DESIGNATION -  GILROY
 GC0749  PID         -  GC0749
 GC0749  STATE/COUNTY-  TN/DAVIDSON
 GC0749  USGS QUAD   -  LA VERGNE (1983)
 GC0749
 GC0749                         *CURRENT SURVEY CONTROL
 GC0749  ___________________________________________________________________
 GC0749* NAD 83(1995)-  36 00 23.90933(N)    086 36 44.51156(W)     ADJUSTED  
 GC0749* NAVD 88     -       201.727  (meters)     661.83   (feet)  ADJUSTED  
 GC0749  ___________________________________________________________________
 GC0749  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GC0749  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC0749  DYNAMIC HT  -         201.553 (meters)     661.26  (feet)  COMP
 GC0749  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GC0749
 GC0749  HORZ ORDER  -  SECOND
 GC0749  VERT ORDER  -  SECOND    CLASS 0
 GC0749
 GC0749.The horizontal coordinates were established by classical geodetic methods
 GC0749.and adjusted by the National Geodetic Survey in April 1999..
 GC0749
 GC0749.The orthometric height was determined by differential leveling
 GC0749.and adjusted by the National Geodetic Survey in June 1991..
 GC0749
 GC0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0749
 GC0749.The geoid height was determined by GEOID03.
 GC0749
 GC0749.The dynamic height is computed by dividing the NAVD 88
 GC0749.geopotential number by the normal gravity value computed on the
 GC0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0749.degrees latitude (g = 980.6199 gals.).
 GC0749
 GC0749.The modeled gravity was interpolated from observed gravity values.
 GC0749
 GC0749;                    North         East     Units Scale Factor Converg.
 GC0749;SPC TN       -   185,825.053   544,794.564   MT  0.99995292   -0 21 30.6
 GC0749;SPC TN       -   609,661.03  1,787,380.17   sFT  0.99995292   -0 21 30.6
 GC0749;UTM  16      - 3,984,754.563   534,933.835   MT  0.99961504   +0 13 40.4
 GC0749
 GC0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0749!SPC TN       -   0.99997288  x   0.99995292  =   0.99992581
 GC0749!UTM  16      -   0.99997288  x   0.99961504  =   0.99958794
 GC0749
 GC0749|---------------------------------------------------------------------|
 GC0749| PID    Reference Object                     Distance      Geod. Az  |
 GC0749|                                                           dddmmss.s |
 GC0749| GC0751 GILROY RM 1                          11.593 METERS 17100     |
 GC0749| GC0750 GILROY RM 2                           9.548 METERS 25651     |
 GC0749| GC0746 TURKEY                              APPROX. 2.3 KM 3175331.1 |
 GC0749|---------------------------------------------------------------------|
 GC0749
 GC0749                          SUPERSEDED SURVEY CONTROL
 GC0749
 GC0749  NAD 83(1995)-  36 00 23.91462(N)    086 36 44.51449(W) AD(       ) 2
 GC0749  NAD 83(1995)-  36 00 23.91512(N)    086 36 44.51434(W) AD(       ) 2
 GC0749  NAD 83(1986)-  36 00 23.92013(N)    086 36 44.51380(W) AD(       ) 2
 GC0749  NAD 27      -  36 00 23.69930(N)    086 36 44.52730(W) AD(       ) 2
 GC0749  NGVD 29 (??/??/92)  201.746  (m)          661.89   (f) ADJ UNCH    2 0
 GC0749
 GC0749.Superseded values are not recommended for survey control.
 GC0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0749.See file dsdata.txt to determine how the superseded data were derived.
 GC0749
 GC0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3493484755(NAD 83)
 GC0749_MARKER: DE = TRAVERSE STATION DISK
 GC0749_SETTING: 66 = SET IN ROCK OUTCROP
 GC0749_SP_SET: BEDROCK
 GC0749_STAMPING: GILROY 1960
 GC0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0749+STABILITY: POSITION/ELEVATION WELL
 GC0749
 GC0749  HISTORY     - Date     Condition        Report By
 GC0749  HISTORY     - 1960     MONUMENTED       CGS
 GC0749  HISTORY     - 1960     GOOD             CGS
 GC0749
 GC0749                          STATION DESCRIPTION
 GC0749
 GC0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0749'THE STATION IS LOCATED ON THE CREST OF A ROCK COVERED RIDGE, ABOUT
 GC0749'5.5 MILES WEST OF SMYRNA, 2.0 MILES WEST OF LA VERGNE AND 0.2 MILE
 GC0749'WEST OF THE DAVIDSON-RUTHERFORD COUNTY LINE.
 GC0749'
 GC0749'TO REACH THE STATION FROM THE MT. VIEW SCHOOL, WHICH IS ABOUT 2.0
 GC0749'MILES NORTHWEST OF LA VERGNE, GO SOUTHEAST ON U.S.  HIGHWAY 70S
 GC0749'FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, SOUTHERLY, FOR
 GC0749'2.2 MILES TO THE INTERSTATE HIGHWAY, WHICH IS NOW UNDER
 GC0749'CONSTRUCTION, TURN LEFT, SOUTHEAST, FOR 0.6 MILE TO THE STATION ON
 GC0749'THE RIGHT.
 GC0749'
 GC0749'STATION MARK IS 65 FEET NORTHEAST OF A TRIANGLE BLAZED TREE, 47.4
 GC0749'FEET NORTHEAST OF A WITNESS SIGN AND WIRE FENCE, AND 25 FEET
 GC0749'SOUTHWEST OF THE EDGE OF A HIGHWAY CUT.  THE MARK IS A STANDARD
 GC0749'TRAVERSE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 GC0749'SET FLUSH, AND IS STAMPED GILROY 1960.
 GC0749'
 GC0749'REFERENCE MARK NO. 1 IS 21 FEET NORTHEAST OF THE WIRE FENCE.  THE
 GC0749'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0749'BEDROCK, SET FLUSH, AND IS STAMPED GILROY NO 1 1960.
 GC0749'
 GC0749'REFERENCE MARK NO. 2 IS 14 FEET NORTHEAST OF THE WIRE FENCE.  THE
 GC0749'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GC0749'BEDROCK, SET FLUSH, AND IS STAMPED GILROY NO 2 1960.
 GC0749'
 GC0749'TRAVERSE STATION TURKEY WILL SERVE AS THE AZIMUTH MARK.  SEE
 GC0749'DESCRIPTION THEREOF.
 GC0749'
 GC0749'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC0749
 GC0749                          STATION RECOVERY (1960)
 GC0749
 GC0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0749'4.8 MI SE FROM ANTIOCH.
 GC0749'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0749'FOR 0.1 MILE, THEN 4.65 MILES SOUTHEAST ON INTERSTATE HIGHWAY 24.
 GC0749'THE STATION MARK IS ON THE SOUTH RIGHT OF WAY, ABOUT 50 FT. ABOVE
 GC0749'THE LEVEL OF THE HIGHWAY, 65 FT. NORTHEAST OF A TRIANGLE BLAZED
 GC0749'TREE, 47.4 FT. NORTHEAST OF A WITNESS SIGN AND WIRE FENCE, AND
 GC0749'25 FT. SOUTHWEST OF THE EDGE OF THE HIGHWAY CUT.  THE DISK IS
 GC0749'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0751 ***********************************************************************
 GC0751  DESIGNATION -  GILROY RM 1
 GC0751  PID         -  GC0751
 GC0751  STATE/COUNTY-  TN/DAVIDSON
 GC0751  USGS QUAD   -  LA VERGNE (1983)
 GC0751
 GC0751                         *CURRENT SURVEY CONTROL
 GC0751  ___________________________________________________________________
 GC0751* NAD 83(1986)-  36 00 23.     (N)    086 36 44.     (W)     SCALED    
 GC0751* NAVD 88     -       201.991  (meters)     662.70   (feet)  ADJUSTED  
 GC0751  ___________________________________________________________________
 GC0751  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC0751  DYNAMIC HT  -         201.817 (meters)     662.13  (feet)  COMP
 GC0751  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GC0751
 GC0751  VERT ORDER  -  SECOND    CLASS 0
 GC0751
 GC0751.The horizontal coordinates were scaled from a topographic map and have
 GC0751.an estimated accuracy of +/- 6 seconds.
 GC0751
 GC0751.The orthometric height was determined by differential leveling
 GC0751.and adjusted by the National Geodetic Survey in June 1991..
 GC0751
 GC0751.The geoid height was determined by GEOID03.
 GC0751
 GC0751.The dynamic height is computed by dividing the NAVD 88
 GC0751.geopotential number by the normal gravity value computed on the
 GC0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0751.degrees latitude (g = 980.6199 gals.).
 GC0751
 GC0751.The modeled gravity was interpolated from observed gravity values.
 GC0751
 GC0751;                    North         East    Units  Estimated Accuracy
 GC0751;SPC TN       -   185,800.      544,810.      MT  (+/- 180 meters Scaled)
 GC0751
 GC0751                          SUPERSEDED SURVEY CONTROL
 GC0751
 GC0751  NGVD 29 (??/??/92)  202.010  (m)          662.76   (f) ADJ UNCH    2 0
 GC0751
 GC0751.Superseded values are not recommended for survey control.
 GC0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0751.See file dsdata.txt to determine how the superseded data were derived.
 GC0751
 GC0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE349847(NAD 83)
 GC0751_MARKER: DR = REFERENCE MARK DISK
 GC0751_SETTING: 66 = SET IN ROCK OUTCROP
 GC0751_SP_SET: BEDROCK
 GC0751_STAMPING: GILROY NO 1 1960
 GC0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0751+STABILITY: POSITION/ELEVATION WELL
 GC0751
 GC0751  HISTORY     - Date     Condition        Report By
 GC0751  HISTORY     - 1960     MONUMENTED       CGS
 GC0751
 GC0751                          STATION DESCRIPTION
 GC0751
 GC0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0751'4.8 MI SE FROM ANTIOCH.
 GC0751'THIS MARK IS LOCATED AT THE GILROY 1960 STATION SITE, 38 FT. SOUTH
 GC0751'OF THE STATION MARK, AND 21 FT. NORTHEAST OF A WIRE FENCE.  THE
 GC0751'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0750 ***********************************************************************
 GC0750  DESIGNATION -  GILROY RM 2
 GC0750  PID         -  GC0750
 GC0750  STATE/COUNTY-  TN/DAVIDSON
 GC0750  USGS QUAD   -  LA VERGNE (1983)
 GC0750
 GC0750                         *CURRENT SURVEY CONTROL
 GC0750  ___________________________________________________________________
 GC0750* NAD 83(1986)-  36 00 23.     (N)    086 36 44.     (W)     SCALED    
 GC0750* NAVD 88     -       201.726  (meters)     661.83   (feet)  ADJUSTED  
 GC0750  ___________________________________________________________________
 GC0750  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC0750  DYNAMIC HT  -         201.551 (meters)     661.26  (feet)  COMP
 GC0750  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GC0750
 GC0750  VERT ORDER  -  SECOND    CLASS 0
 GC0750
 GC0750.The horizontal coordinates were scaled from a topographic map and have
 GC0750.an estimated accuracy of +/- 6 seconds.
 GC0750
 GC0750.The orthometric height was determined by differential leveling
 GC0750.and adjusted by the National Geodetic Survey in June 1991..
 GC0750
 GC0750.The geoid height was determined by GEOID03.
 GC0750
 GC0750.The dynamic height is computed by dividing the NAVD 88
 GC0750.geopotential number by the normal gravity value computed on the
 GC0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0750.degrees latitude (g = 980.6199 gals.).
 GC0750
 GC0750.The modeled gravity was interpolated from observed gravity values.
 GC0750
 GC0750;                    North         East    Units  Estimated Accuracy
 GC0750;SPC TN       -   185,800.      544,810.      MT  (+/- 180 meters Scaled)
 GC0750
 GC0750                          SUPERSEDED SURVEY CONTROL
 GC0750
 GC0750  NGVD 29 (??/??/92)  201.744  (m)          661.89   (f) ADJ UNCH    2 0
 GC0750
 GC0750.Superseded values are not recommended for survey control.
 GC0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0750.See file dsdata.txt to determine how the superseded data were derived.
 GC0750
 GC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE349847(NAD 83)
 GC0750_MARKER: DR = REFERENCE MARK DISK
 GC0750_SETTING: 66 = SET IN ROCK OUTCROP
 GC0750_SP_SET: BEDROCK
 GC0750_STAMPING: GILROY NO 2 1960
 GC0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0750+STABILITY: POSITION/ELEVATION WELL
 GC0750
 GC0750  HISTORY     - Date     Condition        Report By
 GC0750  HISTORY     - 1960     MONUMENTED       CGS
 GC0750
 GC0750                          STATION DESCRIPTION
 GC0750
 GC0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0750'4.8 MI SE FROM ANTIOCH.
 GC0750'THIS MARK IS LOCATED AT THE GILROY 1960 STATION SITE, 31.3 FT.
 GC0750'WEST OF THE STATION MARK, AND 14 FT. NORTHEAST OF A WIRE FENCE.
 GC0750'THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7258 ***********************************************************************
 DE7258  SACS        -  This is a Secondary Airport Control Station.
 DE7258  DESIGNATION -  GKT A
 DE7258  PID         -  DE7258
 DE7258  STATE/COUNTY-  TN/SEVIER
 DE7258  USGS QUAD   -  PIGEON FORGE (1970)
 DE7258
 DE7258                         *CURRENT SURVEY CONTROL
 DE7258  ___________________________________________________________________
 DE7258* NAD 83(1995)-  35 51 32.47226(N)    083 32 14.10379(W)     ADJUSTED  
 DE7258* NAVD 88     -       308.09   (meters)    1010.8    (feet)  GPS OBS   
 DE7258  ___________________________________________________________________
 DE7258  X           -     582,528.931 (meters)                     COMP
 DE7258  Y           -  -5,142,514.403 (meters)                     COMP
 DE7258  Z           -   3,715,687.713 (meters)                     COMP
 DE7258  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DE7258  ELLIP HEIGHT-         277.63  (meters)          (08/29/02) GPS OBS
 DE7258  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DE7258
 DE7258  HORZ ORDER  -  FIRST
 DE7258  ELLP ORDER  -  THIRD     CLASS I
 DE7258
 DE7258.This mark is at Gatlinburg-Pigeon Forge Airport (GKT)
 DE7258
 DE7258.The horizontal coordinates were established by GPS observations
 DE7258.and adjusted by the National Geodetic Survey in August 2002..
 DE7258
 DE7258.The orthometric height was determined by GPS observations and a
 DE7258.high-resolution geoid model.
 DE7258
 DE7258.GPS derived orthometric heights for airport stations designated as
 DE7258.PACS or SACS are published to 2 decimal places.  This maintains
 DE7258.centimeter relative accuracy between the PACS and SACS.  It does
 DE7258.not indicate centimeter accuracy relative to other marks which are
 DE7258.part of the NAVD 88 network.
 DE7258
 DE7258.Photographs are available for this station.
 DE7258
 DE7258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7258
 DE7258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7258
 DE7258.The ellipsoidal height was determined by GPS observations
 DE7258.and is referenced to NAD 83.
 DE7258
 DE7258.The geoid height was determined by GEOID03.
 DE7258
 DE7258;                    North         East     Units Scale Factor Converg.
 DE7258;SPC TN       -   172,071.929   822,410.139   MT  0.99994850   +1 26 30.4
 DE7258;SPC TN       -   564,539.32  2,698,190.60   sFT  0.99994850   +1 26 30.4
 DE7258;UTM  17      - 3,971,284.649   270,893.588   MT  1.00024684   -1 29 13.0
 DE7258
 DE7258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7258!SPC TN       -   0.99995643  x   0.99994850  =   0.99990493
 DE7258!UTM  17      -   0.99995643  x   1.00024684  =   1.00020326
 DE7258
 DE7258                          SUPERSEDED SURVEY CONTROL
 DE7258
 DE7258.No superseded survey control is available for this station.
 DE7258
 DE7258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7089471285(NAD 83)
 DE7258_MARKER: DD = SURVEY DISK
 DE7258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE7258_STAMPING: GKT A 1996
 DE7258_MARK LOGO: NGS   
 DE7258_PROJECTION: FLUSH
 DE7258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7258+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 DE7258_ROD/PIPE-DEPTH: 1    meters
 DE7258
 DE7258  HISTORY     - Date     Condition        Report By
 DE7258  HISTORY     - 1996     MONUMENTED       NGS
 DE7258  HISTORY     - 20020131 GOOD             NGS
 DE7258  HISTORY     - 20050708 GOOD             CAS
 DE7258
 DE7258                          STATION DESCRIPTION
 DE7258
 DE7258'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 DE7258'THIS STATION IS LOCATED AT THE WEST END OF RUNWAY 10  AT THE
 DE7258'GATLINBURG-PIGEON FORGE
 DE7258'(GKT) AIRPORT, JUST EAST OF  SEVIERVILLE, TN.  OWNERSHIP IS THE
 DE7258'GATLINBURG AIRPORT
 DE7258'AUTHORITY.  CONTACT THE AIRPORT MANAGER, DON BAKER, BEFORE ACCESSIING
 DE7258'AIRPORT
 DE7258'OPERATIONS AREA. PHONE (423) 453-8393.
 DE7258' 
 DE7258'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 66 AND U.S. HIGHWAYS 441
 DE7258'AND 411 IN
 DE7258'SEVIERVILLE, GO EAST ALONG U.S. HIGHWAY 411 FOR 2.25 MILES TO THE
 DE7258'JUNCTION OF INDUSTRIAL
 DE7258'PARK DRIVE ON RIGHT.  TURN RIGHT, SOUTH, ON INDUSTRIAL PARK DRIVE FOR
 DE7258'0.15 MILES TO
 DE7258'AIRPORT ROAD ON LEFT.  TURN LEFT, EAST, ON AIRPORT ROAD FOR 0.3 MILE
 DE7258'TO A GATE.  CONTINUE
 DE7258'EAST THROUGH THE GATE THEN SOUTH AROUND HANGAR AND HANGARS ON LEFT TO
 DE7258'EAST WEST
 DE7258'TAXIWAY.  TURN LEFT,  WEST, ON THE EAST WEST TAXIWAY FOR 0.85 MILE TO
 DE7258'THE END OF THE
 DE7258'TAXIWAY. TURN LEFT, SOUTH, TO STATION ON LEFT--NOTE-- NOT NECESSARY TO
 DE7258'DRIVE ONTO
 DE7258'RUNWAY
 DE7258'THE STATION IS A SURVEY DISK SET IN THE TOP OF A 1 METER (3.3 FEET)
 DE7258'LONG FENO PIPE ENCASED
 DE7258'IN A 0.16 METER (0.52 FEET) PVC PIPE WITH AN NGS LOGO COVER SURROUNDED
 DE7258'BY CONCRETE FLUSH
 DE7258'WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM
 DE7258'OF THE
 DE7258'PIPE.  THE STATION IS 8.7 METERS (28.5 FEET) FROM THE NORTH EDGE OF
 DE7258'THE RUNWAY.   6.8 METERS
 DE7258'(22.3 FEET)  SOUTHWEST FROM THE SOUTHWEST CORNER OF CONCRETE BASE,
 DE7258'0.85 METERS (2.8
 DE7258'FEET) NORTH OF THE NORTHEAST CORNER OF A 5X2 FOOT CONCRETE TAXIWAY A
 DE7258'SIGN BASE, 3.9
 DE7258'METERS (19.4 FEET) NORTHEAST  FROM A RUNWAY LIGHT.
 DE7258' 
 DE7258'THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DE7258' 
 DE7258' 
 DE7258' 
 DE7258' 
 DE7258'
 DE7258
 DE7258                          STATION RECOVERY (2005)
 DE7258
 DE7258'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 DE7258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0462 ***********************************************************************
 GA0462  DESIGNATION -  GL 6
 GA0462  PID         -  GA0462
 GA0462  STATE/COUNTY-  TN/CARTER
 GA0462  USGS QUAD   -  ELIZABETHTON (1968)
 GA0462
 GA0462                         *CURRENT SURVEY CONTROL
 GA0462  ___________________________________________________________________
 GA0462* NAD 83(1986)-  36 15 43.     (N)    082 11 22.     (W)     SCALED    
 GA0462* NAVD 88     -       570.508  (meters)    1871.74   (feet)  ADJUSTED  
 GA0462  ___________________________________________________________________
 GA0462  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0462  DYNAMIC HT  -         569.945 (meters)    1869.89  (feet)  COMP
 GA0462  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 GA0462
 GA0462  VERT ORDER  -  SECOND    CLASS 0
 GA0462
 GA0462.The horizontal coordinates were scaled from a topographic map and have
 GA0462.an estimated accuracy of +/- 6 seconds.
 GA0462
 GA0462.The orthometric height was determined by differential leveling
 GA0462.and adjusted by the National Geodetic Survey in June 1991..
 GA0462
 GA0462.The geoid height was determined by GEOID03.
 GA0462
 GA0462.The dynamic height is computed by dividing the NAVD 88
 GA0462.geopotential number by the normal gravity value computed on the
 GA0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0462.degrees latitude (g = 980.6199 gals.).
 GA0462
 GA0462.The modeled gravity was interpolated from observed gravity values.
 GA0462
 GA0462;                    North         East    Units  Estimated Accuracy
 GA0462;SPC TN       -   220,650.      942,340.      MT  (+/- 180 meters Scaled)
 GA0462
 GA0462                          SUPERSEDED SURVEY CONTROL
 GA0462
 GA0462  NGVD 29 (??/??/92)  570.638  (m)         1872.17   (f) ADJ UNCH    2 0
 GA0462
 GA0462.Superseded values are not recommended for survey control.
 GA0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0462.See file dsdata.txt to determine how the superseded data were derived.
 GA0462
 GA0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA931136(NAD 83)
 GA0462_MARKER: DD = SURVEY DISK
 GA0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0462_STAMPING: GL 6
 GA0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0462+STABILITY: SURFACE MOTION
 GA0462
 GA0462  HISTORY     - Date     Condition        Report By
 GA0462  HISTORY     - UNK      MONUMENTED       CGS
 GA0462  HISTORY     - 1935     GOOD             NGS
 GA0462
 GA0462                          STATION DESCRIPTION
 GA0462
 GA0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0462'1.8 MI S FROM HAMPTON.
 GA0462'1.8 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0462'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0462'COUNTY, 14 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 GA0462'GAP CREEK ROAD AND A PRIVATE ROAD LEADING TO THE E.S. PEARCE
 GA0462'RESIDENCE, 10 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, 1
 GA0462'YARD EAST OF A FENCE LINE, AND 5 INCHES HIGHER THAN THE HIGHWAY.
 GA0462'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED GL 6
 GA0462'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1835 ***********************************************************************
 FC1835  DESIGNATION -  GLADE
 FC1835  PID         -  FC1835
 FC1835  STATE/COUNTY-  TN/PUTNAM
 FC1835  USGS QUAD   -  DE ROSSETT (1984)
 FC1835
 FC1835                         *CURRENT SURVEY CONTROL
 FC1835  ___________________________________________________________________
 FC1835* NAD 83(1995)-  35 59 45.09856(N)    085 16 13.29354(W)     ADJUSTED  
 FC1835* NAVD 88     -       607.07   (+/-2cm)    1991.7    (feet)  VERTCON   
 FC1835  ___________________________________________________________________
 FC1835  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 FC1835  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1835
 FC1835  HORZ ORDER  -  SECOND
 FC1835  VERT ORDER  -  THIRD ? (See Below)
 FC1835
 FC1835.The horizontal coordinates were established by classical geodetic methods
 FC1835.and adjusted by the National Geodetic Survey in April 1999..
 FC1835
 FC1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1835.The vertical order pertains to the NGVD 29 superseded value.
 FC1835
 FC1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1835
 FC1835.The geoid height was determined by GEOID03.
 FC1835
 FC1835;                    North         East     Units Scale Factor Converg.
 FC1835;SPC TN       -   184,701.407   665,786.790   MT  0.99995237   +0 25 37.8
 FC1835;SPC TN       -   605,974.53  2,184,335.49   sFT  0.99995237   +0 25 37.8
 FC1835;UTM  16      - 3,984,872.634   655,903.935   MT  0.99989950   +1 01 00.3
 FC1835
 FC1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1835!SPC TN       -   0.99990924  x   0.99995237  =   0.99986162
 FC1835!UTM  16      -   0.99990924  x   0.99989950  =   0.99980875
 FC1835
 FC1835|---------------------------------------------------------------------|
 FC1835| PID    Reference Object                     Distance      Geod. Az  |
 FC1835|                                                           dddmmss.s |
 FC1835| CG5873 GLADE RM 3                           29.145 METERS 05627     |
 FC1835| CG5871 GLADE RM 1                           29.495 METERS 15933     |
 FC1835| CG5872 GLADE RM 2                           35.281 METERS 25329     |
 FC1835| CG5870 GLADE AZ MK                                        2542946.2 |
 FC1835| GB2389 WALKER RESET                        APPROX.20.8 KM 3413424.0 |
 FC1835|---------------------------------------------------------------------|
 FC1835
 FC1835                          SUPERSEDED SURVEY CONTROL
 FC1835
 FC1835  NAD 83(1995)-  35 59 45.10365(N)    085 16 13.29542(W) AD(       ) 2
 FC1835  NAD 83(1986)-  35 59 45.11048(N)    085 16 13.29504(W) AD(       ) 2
 FC1835  NAD 27      -  35 59 44.87500(N)    085 16 13.40400(W) AD(       ) 2
 FC1835  NGVD 29 (07/19/86)  607.11   (m)         1991.8    (f) LEVELING    3  
 FC1835
 FC1835.Superseded values are not recommended for survey control.
 FC1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1835.See file dsdata.txt to determine how the superseded data were derived.
 FC1835
 FC1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5590484873(NAD 83)
 FC1835_MARKER: DD = SURVEY DISK
 FC1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1835
 FC1835  HISTORY     - Date     Condition        Report By
 FC1835  HISTORY     - 1935     MONUMENTED       CGS
 FC1835  HISTORY     - 1960     GOOD             CGS
 FC1835
 FC1835                          STATION DESCRIPTION
 FC1835
 FC1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1835'STATION IS ON THE SW EDGE OF THE CUMBERLAND PLATEAU, BETWEEN
 FC1835'CALFKILLER AND CANEY FORK RIVERS, 12 MILES ENE OF SPARTA.
 FC1835'
 FC1835'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 FC1835'DISKS SET IN CONCRETE.
 FC1835'
 FC1835'STATION MARK IS 22.5 FEET NE OF 12-INCH TRIANGULAR BLAZED OAK TREE,
 FC1835'44 FEET W OF CENTER LINE OF N-S ROAD, 33 FEET N OF E-W ROAD,
 FC1835'AND 24 FEET SW OF 12-INCH TRIAGULAR BLAZED OAK TREE.
 FC1835'
 FC1835'REFERENCE MARK NO.1 IS S OF STATION, AND 2 PACES SW OF CENTER LINE OF
 FC1835'ROAD.
 FC1835'
 FC1835'REFERENCE MARK NO.2 IS WSW OF STATION, 2 PACES NW OF CENTER LINE OF
 FC1835'ROAD AND 6 PACES NE OF 8-INCH OAK TREE.
 FC1835'
 FC1835'AZIMUTH MARK IS 100 YARDS WSW OF STATION, 2 PACES NW OF CENTER LINE
 FC1835'OF ROAD, AND 3 PACES SW OF 4-INCH OAK TREE.
 FC1835'
 FC1835'TO REACH FROM RAILROAD STATION IN DEROSSETT GO E ON U.S. HIGHWAY 70
 FC1835'FOR 0.15 MILE TO CROSSROADS. TURN LEFT ON TO CINDER ROAD AND
 FC1835'GO 0.05 MILE TO RAILROAD TRACKS AND ROAD FORK. TAKE RIGHT FORK AND GO
 FC1835'0.45 MILE TO ANOTHER FORK, TAKE RIGHT FORK AND GO 1.75 MILES
 FC1835'TO THE OFFICE OF THE TENNESSEE PRODUCTS CORPORATION. CONTINUE AHEAD
 FC1835'FOR 0.3 MILE TO ROAD FORKS. TURN RIGHT ACROSS RAILROAD
 FC1835'TRACKS AND GO 0.85 MILE TO FORKS JUST BEYOND A BRIDGE. TAKE LEFT
 FC1835'FORK AND GO 1.55 MILES TO A CROSS ROAD AT A SCHOOLHOUSE. TURN
 FC1835'SHARP RIGHT AND GO 0.1 MILE TO A ROAD FORKS. TAKE LEFT FORK
 FC1835'AND GO 0.1 MILE TO A T-ROAD LEFT. KEEP STRAIGHT AHEAD AND GO 0.15
 FC1835'MILE TO T-ROAD LEFT. KEEP STRAIGHT AHEAD AND GO 0.4 MILE TO
 FC1835'ROAD FORKS AT TOP OF GRADE, 12-INCH TRIANGULAR BLAZED OAK TREE AND
 FC1835'STATION SITE ON RIGHT.
 FC1835'
 FC1835'A 90-FOOT TOWER REQUIRED.
 FC1835
 FC1835                          STATION RECOVERY (1960)
 FC1835
 FC1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1835'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 FC1835'RECOVERED AND FOUND IN GOOD CONDITION. PART OF THE CONCRETE
 FC1835'MONUMENT FOR REFERENCE MARK NO. 2 WAS FOUND, BUT THE DISK WAS NOT
 FC1835'RECOVERED. THIS PARTY ESTABLISHED REFERENCE MARK NO. 3.
 FC1835'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1835'
 FC1835'THE STATION IS LOCATED ABOUT 14 MILES WEST OF CROSSVILLE, ABOUT 5
 FC1835'MILES SOUTHWEST OF MAYLAND, AND ABOUT 4 MILES NORTHWEST OF
 FC1835'PLEASANT HILL.
 FC1835'
 FC1835'TO REACH THE STATION FROM THE CUMBERLAND-WHITE COUNTY LINE WHICH IS
 FC1835'LOCATED ABOUT 13-1/2 MILES WEST OF CROSSVILLE ON U.S. HIGHWAY
 FC1835'70S, GO WEST, ON U.S. HIGHWAY 70S FOR 0.85 MILE TO A T-ROAD ON THE
 FC1835'RIGHT. TURN RIGHT, ON A HARD SURFACE ROAD AND GO 1.4 MILES
 FC1835'TO A FORK. KEEP RIGHT, AND FOLLOWING THE MAIN ROAD FOR 0.35 MILE TO A
 FC1835'CROSSROAD AND J.B. RANDOLPH GROCERY. TURN RIGHT, AND GO 0.8
 FC1835'MILE TO A FORK, KEEP LEFT, AND GO 0.7 MILE TO A FORK. KEEP LEFT, AND
 FC1835'GO 0.8 MILE TO AN ABANDONED CHURCH ON THE LEFT, AND AN ABANDONED
 FC1835'SCHOOL ON THE RIGHT. TURN SHARP RIGHT, AND GO 0.1 MILE TO A
 FC1835'FORK, KEEP RIGHT AND GO 0.2 MILE TO A T-ROAD ON THE LEFT. PROCEED
 FC1835'STRAIGHT AHEAD AND GO 0.4 MILE TO A FORK AND THE STATION ON
 FC1835'THE RIGHT.
 FC1835'
 FC1835'THE STATION MARK IS A STANDARD DISK, STAMPED GLADE 1935, SET IN A
 FC1835'CONCRTE MONUMENT, AND PROJECTS 3 INCHES. IT IS 60 FEET
 FC1835'NORTHWEST OF A ROAD FORK, 24 FEET NORTH OF A TRIANGULAR BLAZED
 FC1835'12-INCH OAK TREE, 16 FEET NORTH OF A TRACK ROAD, AND 1.5 FEET
 FC1835'SOUTH OF A WITNESS SIGN.
 FC1835'
 FC1835'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED GLADE NO 1 1935, SET
 FC1835'IN A CONCRETE MONUMENT, AND PROJECTS 3 INCHES. IT IS 15
 FC1835'FEET SOUTHEAST OF A ROAD FORK, AND 6 FEET SOUTHWEST OF THE CENTER OF
 FC1835'A TRACK ROAD.
 FC1835'
 FC1835'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED GLADE NO 3 1935, SET
 FC1835'IN A CONCRETE MONUMENT, AND PROJECTS 3 INCHES. IT IS 52
 FC1835'FEET NORTHEAST OF A ROAD FORK, AND 22 FEET NORTHWEST OF THE CENTER OF
 FC1835'A TRACK ROAD.
 FC1835'
 FC1835'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED GLADE AZI
 FC1835'1935, SET IN A CONCRETE MONUMENT, AND PROJECTS 10 INCHES ON THE
 FC1835'SOUTH SIDE, AND 5 INCHES ON THE NORTH SIDE.  IT IS 7 FEET NORTH OF
 FC1835'THE CENTER OF A TRACK ROAD, AND 1.3 FEET SOUTH OF A WITNESS SIGN.
 FC1835'
 FC1835'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2583 ***********************************************************************
 GB2583  DESIGNATION -  GLADYS
 GB2583  PID         -  GB2583
 GB2583  STATE/COUNTY-  TN/SCOTT
 GB2583  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB2583
 GB2583                         *CURRENT SURVEY CONTROL
 GB2583  ___________________________________________________________________
 GB2583* NAD 83(1995)-  36 22 42.87750(N)    084 35 16.77115(W)     ADJUSTED  
 GB2583* NAVD 88     -       461.4    (meters)    1514.     (feet)  VERTCON   
 GB2583  ___________________________________________________________________
 GB2583  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GB2583  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB2583
 GB2583  HORZ ORDER  -  SECOND
 GB2583
 GB2583.The horizontal coordinates were established by classical geodetic methods
 GB2583.and adjusted by the National Geodetic Survey in April 1999..
 GB2583
 GB2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2583
 GB2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2583
 GB2583.The geoid height was determined by GEOID03.
 GB2583
 GB2583;                    North         East     Units Scale Factor Converg.
 GB2583;SPC TN       -   227,835.999   726,695.359   MT  0.99999347   +0 49 35.9
 GB2583;SPC TN       -   747,491.94  2,384,166.36   sFT  0.99999347   +0 49 35.9
 GB2583;UTM  16      - 4,028,641.610   716,363.903   MT  1.00017681   +1 25 52.2
 GB2583
 GB2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2583!SPC TN       -   0.99993213  x   0.99999347  =   0.99992560
 GB2583!UTM  16      -   0.99993213  x   1.00017681  =   1.00010893
 GB2583
 GB2583:                Primary Azimuth Mark                     Grid Az
 GB2583:SPC TN       -  GLADYS AZ MK                             144 11 36.4
 GB2583:UTM  16      -  GLADYS AZ MK                             143 35 20.1
 GB2583
 GB2583|---------------------------------------------------------------------|
 GB2583| PID    Reference Object                     Distance      Geod. Az  |
 GB2583|                                                           dddmmss.s |
 GB2583| DB9826 GLADYS AZ MK                                       1450112.3 |
 GB2583| DB9827 GLADYS RM 1                          40.777 METERS 17627     |
 GB2583| DB9828 GLADYS RM 2                          20.609 METERS 27942     |
 GB2583|---------------------------------------------------------------------|
 GB2583
 GB2583                          SUPERSEDED SURVEY CONTROL
 GB2583
 GB2583  NAD 83(1995)-  36 22 42.87933(N)    084 35 16.77105(W) AD(       ) 2
 GB2583  NAD 83(1995)-  36 22 42.88577(N)    084 35 16.77641(W) AD(       ) 2
 GB2583  NAD 83(1986)-  36 22 42.88683(N)    084 35 16.77278(W) AD(       ) 2
 GB2583  NAD 27      -  36 22 42.59718(N)    084 35 16.98065(W) AD(       ) 2
 GB2583  NGVD 29 (07/19/86)  461.5    (m)         1514.     (f) VERT ANG       
 GB2583
 GB2583.Superseded values are not recommended for survey control.
 GB2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2583.See file dsdata.txt to determine how the superseded data were derived.
 GB2583
 GB2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1636428642(NAD 83)
 GB2583_MARKER: DD = SURVEY DISK
 GB2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2583
 GB2583  HISTORY     - Date     Condition        Report By
 GB2583  HISTORY     - 1965     MONUMENTED       TNHD
 GB2583  HISTORY     - 1980     GOOD             NGS
 GB2583
 GB2583                          STATION DESCRIPTION
 GB2583
 GB2583'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2583'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF ROBBINS.
 GB2583'
 GB2583'TO REACH THE STATION FROM THE SOUTHERN RAILROAD DEPOT AT ROBBINS, GO
 GB2583'2.1 MILES NORTHERLY ON U.S. HIGHWAY 27 TO A GRAVELED ROAD ON
 GB2583'THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, TURN LEFT, WEST AND GO
 GB2583'0.25 MILE TO THE END OF THE GRAVELED ROAD AND THE STATION ON THE
 GB2583'RIGHT AS DESCRIBED.
 GB2583'
 GB2583'THE STATION IS 21 FEET WEST OF A GAP IN A FENCE, 19 FEET NORTHEAST OF
 GB2583'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 16 FEET WEST OF A
 GB2583'12-INCH PINE TREE, 12.9 FEET SOUTHWEST OF A WITNESS POST AND SIGN,
 GB2583'AND 12 FEET SOUTH OF THE FENCE. THE SURFACE MARK IS A STANDARD
 GB2583'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2583'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2583'GLADYS 1965. NO UNDERGROUND MARK WAS ESTABLISHED AT THIS STATION.
 GB2583'
 GB2583'REFERENCE MARK NO. 1 IS 14 FEET NORTHEAST OF A TRIPLE-TRUNKED TREE,
 GB2583'11 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE
 GB2583'AND IN THE SOUTHEAST CORNER OF A CLEARED FIELD. IT IS A STANDARD
 GB2583'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2583'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GLADYS RM-1
 GB2583'1965.
 GB2583'
 GB2583'REFERENCE MARK NO.2 IS 37 FEET EAST OF THE EAST EDGE OF THE BANK OF A
 GB2583'100-FOOT RAILROAD CUT, 7 FEET NORTH OF THE APPROXIMATE CENTER
 GB2583'OF THE END OF THE GRAVELED ROAD AND 4 FEET SOUTH OF A FENCE POST. IT
 GB2583'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2583'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2583'GLADYS RM-2 1965.
 GB2583'
 GB2583'THE AZIMUTH MARK IS 75 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB2583'GRAVELED DRIVE, 33 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GB2583'HIGHWAY 27, 2.8 FEET EAST OF A WITNESS POST AND SIGN AND 2 FEET EAST
 GB2583'OF A TELEPHONE POLE. IT IS A STANDARD TENNESSEE HIGHWAY
 GB2583'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH CONCRETE
 GB2583'MONUMENT AND THE DISK IS STAMPED GLADYS AZI 1965.
 GB2583'
 GB2583'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2583'
 GB2583'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GB2583
 GB2583                          STATION RECOVERY (1980)
 GB2583
 GB2583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2583'ALL MARKS WERE FOUND IN GOOD CONDITION.  DUE TO VARIOUS CHANGES A NEW
 GB2583'DESCRIPTION FOLLOWS.
 GB2583'
 GB2583'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF ROBBINS, 105 FEET EAST
 GB2583'OF A 100 FOOT RAILROAD CUT, 25 FEET NORTHWEST OF A 14 INCH OAK TREE,
 GB2583'1 FOOT EAST OF A METAL WITNESS POST, 16 FEET WEST OF A 16 INCH PINE
 GB2583'TREE, 12 FEET SOUTH OF A FENCE AND 18 FEET NORTHWEST OF THE
 GB2583'CENTERLINE OF DRIVEWAY AT CURVE TO THE RIGHT.  A STANDARD THD DISK
 GB2583'STAMPED---GLADYS 1965---SET IN TOP OF A SQUARE CONCRETE POST FLUSH
 GB2583'WITH THE GROUND.
 GB2583'
 GB2583'TO REACH THE STATION FROM THE U.S. POST OFFICE AT ROBBINS, GO
 GB2583'NORTHLY ON U.S. HIGHWAY 27 FOR 0.75 MILE TO A CROSSROAD.  TURN LEFT ON
 GB2583'OLD HIGHWAY 27 AND GO FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT
 GB2583'AND A SIDE ROAD LEFT.  TURN LEFT ON THE GRAVELED ROAD WHICH BECOMES A
 GB2583'DRIVEWAY AND GO FOR 0.25 MILE TO A SHARP CURVE TO THE RIGHT AND THE
 GB2583'STATION.
 GB2583'
 GB2583'REFERENCE MARK 1 IS 1 FOOT NORTH OF A METAL WITNESS POST AND 11 FEET
 GB2583'WEST OF THE CENTERLINE OF THE DRIVEWAY.  IT IS A STANDARD THD DISK
 GB2583'STAMPED---GLADYS RM-1 1965---FLUSH WITH THE GROUND.
 GB2583'
 GB2583'REFERENCE MARK 2 IS 37 FEET EAST OF EAST EDGE OF THE RAILROAD
 GB2583'CUT, AND 4 FEET SOUTH OF A FENCE.  IT IS A STANDARD THD DISK SET
 GB2583'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND AND
 GB2583'STAMPED---GLADYS RM-2 1965---.
 GB2583'
 GB2583'THE AZIMUTH MARK IS A STANDARD DISK, THD, SET IN THE TOP OF A SQUARE
 GB2583'CONCRETE POST 1 INCH UNDERGROUND, STAMPED---GLADYS AZ1 1965---2
 GB2583'FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS POST,
 GB2583'84 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY EAST AND 40 FEET
 GB2583'SOUTHWEST OF A POWER TRANSFORMER POLE AND 33 FEET EAST OF THE
 GB2583'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1498 ***********************************************************************
 GD1498  DESIGNATION -  GLEASON
 GD1498  PID         -  GD1498
 GD1498  STATE/COUNTY-  TN/WEAKLEY
 GD1498  USGS QUAD   -  PILLOWVILLE (1985)
 GD1498
 GD1498                         *CURRENT SURVEY CONTROL
 GD1498  ___________________________________________________________________
 GD1498* NAD 83(1995)-  36 12 13.33753(N)    088 38 24.24928(W)     ADJUSTED  
 GD1498* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 GD1498  ___________________________________________________________________
 GD1498  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GD1498  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1498
 GD1498  HORZ ORDER  -  SECOND
 GD1498
 GD1498.The horizontal coordinates were established by classical geodetic methods
 GD1498.and adjusted by the National Geodetic Survey in April 1999..
 GD1498
 GD1498.The orthometric height was scaled from a topographic map.
 GD1498
 GD1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1498
 GD1498.The geoid height was determined by GEOID03.
 GD1498
 GD1498;                    North         East     Units Scale Factor Converg.
 GD1498;SPC TN       -   210,719.880   362,611.420   MT  0.99996915   -1 32 44.2
 GD1498;SPC TN       -   691,336.81  1,189,667.63   sFT  0.99996915   -1 32 44.2
 GD1498;UTM  16      - 4,007,789.298   352,559.397   MT  0.99986785   -0 58 08.0
 GD1498
 GD1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1498!SPC TN       -   0.99997791  x   0.99996915  =   0.99994706
 GD1498!UTM  16      -   0.99997791  x   0.99986785  =   0.99984576
 GD1498
 GD1498:                Primary Azimuth Mark                     Grid Az
 GD1498:SPC TN       -  MCKENZIE TALL STACK                      128 09 24.9
 GD1498:UTM  16      -  MCKENZIE TALL STACK                      127 34 48.7
 GD1498
 GD1498|---------------------------------------------------------------------|
 GD1498| PID    Reference Object                     Distance      Geod. Az  |
 GD1498|                                                           dddmmss.s |
 GD1498| GD1491 MCKENZIE TALL STACK                 APPROX.13.1 KM 1263640.7 |
 GD1498| GD1490 MCKENZIE MUNICIPAL TANK             APPROX.13.6 KM 1265032.1 |
 GD1498| GD1493 MCKENZIE                            APPROX.14.9 KM 1291757.2 |
 GD1498| GD1500 GREENFIELD MUNICIPAL TANK           APPROX.15.3 KM 2492608.4 |
 GD1498|---------------------------------------------------------------------|
 GD1498
 GD1498                          SUPERSEDED SURVEY CONTROL
 GD1498
 GD1498  NAD 83(1995)-  36 12 13.33851(N)    088 38 24.25318(W) AD(       ) 2
 GD1498  NAD 83(1995)-  36 12 13.33860(N)    088 38 24.25344(W) AD(       ) 2
 GD1498  NAD 83(1986)-  36 12 13.34929(N)    088 38 24.24677(W) AD(       ) 2
 GD1498  NAD 27      -  36 12 13.12400(N)    088 38 24.04700(W) AD(       ) 2
 GD1498
 GD1498.Superseded values are not recommended for survey control.
 GD1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1498.See file dsdata.txt to determine how the superseded data were derived.
 GD1498
 GD1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF5255907789(NAD 83)
 GD1498_MARKER: DS = TRIANGULATION STATION DISK
 GD1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1498_STAMPING: GLEASON 1934
 GD1498_MARK LOGO: CGS   
 GD1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1498+STABILITY: SURFACE MOTION
 GD1498
 GD1498  HISTORY     - Date     Condition        Report By
 GD1498  HISTORY     - 1934     MONUMENTED       CGS
 GD1498  HISTORY     - 1967     GOOD             CGS
 GD1498  HISTORY     - 1971     GOOD             LOCENG
 GD1498
 GD1498                          STATION DESCRIPTION
 GD1498
 GD1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1498'ABOUT 1.75 MILES WEST-SOUTHWEST OF GLEASON, ON SUMMIT OF PROMINENT
 GD1498'HEAVILY WOODED HILL KNOWN LOCALLY AS OLD MOUND, AND ON PROPERTY SAID
 GD1498'TO BELONG TO DR. R. W. BANDY.  TO REACH FROM RAILROAD STATION IN
 GD1498'GLEASON, TAKE MAIN CROSS STREET OVER TRACK LEADING SOUTHWEST AND
 GD1498'FOLLOW STRAIGHT AHEAD 0.55 MILE, FOLLOW LEFT FORK AT OLD SMALL
 GD1498'STONE HOUSE IN FORK 0.5 MILE, TURN WEST ONTO DIRT T-ROAD BETWEEN
 GD1498'TWO FARMHOUSES AND GO 0.8 MILE, 60 YARDS BEFORE REACHING TOP
 GD1498'OF GRADE, TURN RIGHT THROUGH WOODS AND GO ABOUT 150 YARDS TO TOP
 GD1498'OF HILL AND STATION SITE WHICH IS 47 FEET NORTH-NORTHEAST OF
 GD1498'8-INCH OAK WITH TRIANGULAR BLAZE.  SURFACE AND UNDERGROUND
 GD1498'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1498'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 GD1498'CONCRETE.  NO. 1 IS ON DOWN SLOPE, 3 FEET WEST OF
 GD1498'14-INCH HICKORY, AND 101.2 FEET SLOPE DISTANCE FROM STATION
 GD1498'N 51 DEG 20 MIN E.  NO. 2 IS ABOUT 6 FEET LOWER IN ELEVATION
 GD1498'THAN AND 74.2 FEET SLOPE DISTANCE FROM STATION N 43 DEG 57 MIN W.
 GD1498'AZIMUTH MARK IS ABOUT 125 YARDS NORTHWEST OF JACK DUNNS
 GD1498'RESIDENCE, 35 FEET EAST OF LANE, 15 FEET NORTH OF CENTER OF ROAD
 GD1498'ON FENCE LINE OF JEFF PARKS, AND 0.3 MILE FROM STATION
 GD1498'N 72 DEG 20 MIN E.
 GD1498
 GD1498                          STATION RECOVERY (1967)
 GD1498
 GD1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1498'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1498'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK MONUMENT
 GD1498'WAS FOUND LAYING ON THE SURFACE OF THE GROUND SOME DISTANCE FROM ITS
 GD1498'ORIGINAL SITE AND THE DISK WAS REMOVED.  A FIRE LOOKOUT TOWER
 GD1498'IS NOW BUILT DIRECTLY OVER THE STATION MARK, AND IT IS NOT POSSIBLE
 GD1498'TO OCCUPY THE STATION WITHOUT REMOVING SEVERAL OF THE STEPS.
 GD1498'THEREFORE, A NEW AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME AS
 GD1498'THE STATION WAS RECOVERED DURING THE FIRE DANGER PERIOD.
 GD1498'
 GD1498'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1498'
 GD1498'THE STATION IS LOCATED DIRECTLY UNDER TENNESSEE FOREST SERVICE FIRE
 GD1498'TOWER WT37, ABOUT 1.75 MILES WEST-SOUTHWEST OF GLEASON, ON THE
 GD1498'SUMMIT OF A PROMINENT, HEAVILY WOODED HILL, KNOWN LOCALLY AS OLD
 GD1498'MOUND.
 GD1498'
 GD1498'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE SOUTHEAST CORNER
 GD1498'OF THE POST OFFICE IN GLEASON, GO WEST 0.1 MILE TO A CROSS STREET
 GD1498'AND THE SCHOOLHOUSE DEAD AHEAD.  HERE TURN LEFT AND GO SOUTH FOR
 GD1498'0.05 OF A MILE TO A PAVED CROSS STREET AND THE RAILROAD DEPOT IN THE
 GD1498'SOUTHEAST ANGLE.  HERE TURN RIGHT AND GO WEST ON A PAVED ROAD FOR
 GD1498'0.55 MILE TO COUNTY ROUTE S8018 ON THE LEFT, TURN LEFT AND GO
 GD1498'SOUTHWESTERLY AND SOUTH ON COUNTY ROUTE S8018 FOR 0.5 MILE TO
 GD1498'COUNTY ROUTE R9668.  HERE TURN RIGHT ON COUNTY ROUTE R9668 AND GO
 GD1498'SOUTHWESTERLY FOR 0.85 MILE TO A GRAVELED DRIVE ON THE RIGHT LEADING
 GD1498'TO THE LOOKOUT TOWER.  TURN RIGHT ON THIS GRAVELED DRIVE AND GO
 GD1498'WEST AND NORTH UP A STEEP HILL FOR 0.1 MILE TO THE LOOKOUT TOWER AND
 GD1498'THE STATION AS DESCRIBED.
 GD1498'
 GD1498'THE STATION IS LOCATED DIRECTLY UNDER THE CENTER OF THE LOOKOUT
 GD1498'TOWER, 1.7 FEET NORTH OF THE CONCRETE SLAB AT THE BASE OF THE STEPS
 GD1498'AND 0.7 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1498'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1498'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GD1498'GLEASON 1934.
 GD1498'
 GD1498'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL, 101.2
 GD1498'FEET SLOPE FROM THE STATION, 87 FEET NORTHEAST OF THE NORTHEAST
 GD1498'CORNER OF THE FOOTING FOR THE NORTHEAST LEG OF THE TOWER, 68 FEET
 GD1498'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A RADIO SHACK, 18
 GD1498'FEET NORTH OF A 14-INCH YELLOW POPLAR TREE, 15 FEET WEST OF A 16-INCH
 GD1498'YELLOW POPLAR TREE, AND 8 FEET SOUTH OF A 16-INCH YELLOW POPLAR
 GD1498'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1498'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GD1498'GLEASON NO 1 1934.
 GD1498'
 GD1498'REFERENCE MARK NO. 2 IS ON THE NORTH-NORTHWEST SLOPE OF THE HILL,
 GD1498'74.2 FEET SLOPE FROM THE STATION, 60 FEET NORTHWEST OF THE NORTHWEST
 GD1498'CORNER OF THE FOOTING FOR THE NORTHWEST LEG OF THE TOWER, 43 FEET
 GD1498'WEST OF A SMALL RADIO TOWER, 19 FEET EAST OF A 14-INCH WHITE OAK
 GD1498'TREE, AND 19 FEET SOUTH OF A 12-INCH WHITE OAK TREE.  IT IS A
 GD1498'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1498'THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED GLEASON NO 2 1934.
 GD1498'
 GD1498'DUE TO MANY TREES ON LINE, NO EFFORT WAS MADE TO MEASURE BETWEEN THE
 GD1498'REFERENCE MARKS.
 GD1498'
 GD1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.75 MILES
 GD1498'WEST-SOUTHWEST OF GLEASON.
 GD1498
 GD1498                          STATION RECOVERY (1971)
 GD1498
 GD1498'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1498'GLEASON STATION MARK RECOVERED IN GOOD CONDITION.
 GD1498'
 GD1498'GLEASON 1934 FOUND STAMPED ON THE POINT.
 GD1498'
 GD1498'ADD TO DESCRIPTION AT OF BASE OF CENTERLINE FIRE TOWER.  C. AND G. S.
 GD1498'SURVEY MARKER SIGN AT MON.
 GD1498'
 GD1498'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.35 MI. S. W. GLEASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0371 ***********************************************************************
 FD0371  DESIGNATION -  GLOBE
 FD0371  PID         -  FD0371
 FD0371  STATE/COUNTY-  TN/MARSHALL
 FD0371  USGS QUAD   -  LEWISBURG (1981)
 FD0371
 FD0371                         *CURRENT SURVEY CONTROL
 FD0371  ___________________________________________________________________
 FD0371* NAD 83(1995)-  35 25 04.43852(N)    086 52 26.59453(W)     ADJUSTED  
 FD0371* NAVD 88     -       247.045  (meters)     810.51   (feet)  ADJUSTED  
 FD0371  ___________________________________________________________________
 FD0371  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FD0371  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0371  DYNAMIC HT  -         246.821 (meters)     809.78  (feet)  COMP
 FD0371  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FD0371
 FD0371  HORZ ORDER  -  SECOND
 FD0371  VERT ORDER  -  SECOND    CLASS 0
 FD0371
 FD0371.The horizontal coordinates were established by classical geodetic methods
 FD0371.and adjusted by the National Geodetic Survey in April 1999..
 FD0371
 FD0371.The orthometric height was determined by differential leveling
 FD0371.and adjusted by the National Geodetic Survey in June 1991..
 FD0371
 FD0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0371
 FD0371.The geoid height was determined by GEOID03.
 FD0371
 FD0371.The dynamic height is computed by dividing the NAVD 88
 FD0371.geopotential number by the normal gravity value computed on the
 FD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0371.degrees latitude (g = 980.6199 gals.).
 FD0371
 FD0371.The modeled gravity was interpolated from observed gravity values.
 FD0371
 FD0371;                    North         East     Units Scale Factor Converg.
 FD0371;SPC TN       -   120,686.672   520,620.067   MT  0.99997462   -0 30 42.1
 FD0371;SPC TN       -   395,952.86  1,708,067.67   sFT  0.99997462   -0 30 42.1
 FD0371;UTM  16      - 3,919,395.424   511,434.044   MT  0.99960161   +0 04 22.8
 FD0371
 FD0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0371!SPC TN       -   0.99996558  x   0.99997462  =   0.99994020
 FD0371!UTM  16      -   0.99996558  x   0.99960161  =   0.99956720
 FD0371
 FD0371|---------------------------------------------------------------------|
 FD0371| PID    Reference Object                     Distance      Geod. Az  |
 FD0371|                                                           dddmmss.s |
 FD0371| FD0370 GLOBE RM 1                           28.907 METERS 06959     |
 FD0371| FD0372 GLOBE RM 2                           31.236 METERS 12631     |
 FD0371| FD0367 MACK                                APPROX. 3.5 KM 3392932.9 |
 FD0371|---------------------------------------------------------------------|
 FD0371
 FD0371                          SUPERSEDED SURVEY CONTROL
 FD0371
 FD0371  NAD 83(1995)-  35 25 04.44101(N)    086 52 26.59580(W) AD(       ) 2
 FD0371  NAD 83(1995)-  35 25 04.44140(N)    086 52 26.59599(W) AD(       ) 2
 FD0371  NAD 83(1986)-  35 25 04.44802(N)    086 52 26.59513(W) AD(       ) 2
 FD0371  NAD 27      -  35 25 04.18060(N)    086 52 26.59050(W) AD(       ) 2
 FD0371  NGVD 29 (??/??/92)  247.026  (m)          810.45   (f) ADJ UNCH    2 0
 FD0371
 FD0371.Superseded values are not recommended for survey control.
 FD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0371.See file dsdata.txt to determine how the superseded data were derived.
 FD0371
 FD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1143419395(NAD 83)
 FD0371_MARKER: DR = REFERENCE MARK DISK
 FD0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0371_STAMPING: GLOBE 1960
 FD0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0371+STABILITY: SURFACE MOTION
 FD0371
 FD0371  HISTORY     - Date     Condition        Report By
 FD0371  HISTORY     - 1960     MONUMENTED       CGS
 FD0371  HISTORY     - 1960     GOOD             CGS
 FD0371
 FD0371                          STATION DESCRIPTION
 FD0371
 FD0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0371'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF LEWISBURG AND ABOUT
 FD0371'5 MILES NORTHWEST OF
 FD0371'CORNERSVILLE.
 FD0371'
 FD0371'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF SQUARE IN
 FD0371'LEWISBURG, GO WEST ON STATE
 FD0371'HIGHWAY 50 FOR 1.25 MILES TO THE JUNCTION OF STATE HIGHWAYS
 FD0371'50 AND 50A.  KEEP LEFT AND
 FD0371'GO WESTERLY ON STATE HIGHWAY 50A FOR 4.05
 FD0371'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 FD0371'SOUTHERLY ON A GRAVELED
 FD0371'ROAD FOR 2.25 MILES TO A SHARP LEFT CURVE AND A NARROW GRAVELED
 FD0371'ROAD STRAIGHT
 FD0371'AHEAD.  CONTINUE STRAIGHT AHEAD ABOUT 150 FEET AND STATION
 FD0371'ON THE RIGHT.
 FD0371'
 FD0371'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0371'MONUMENT, STAMPED
 FD0371'GLOBE 1960, AND SET FLUSH.  IT IS 110 FEET WEST OF THE CENTER
 FD0371'OF A GRAVELED ROAD, 13
 FD0371'FEET EAST OF A WIRE FENCE AND 3.6 FEET
 FD0371'SOUTHEAST OF A WITNESS SIGN.
 FD0371'
 FD0371'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0371'STAMPED GLOBE NO 1 1960,
 FD0371'AND SET FLUSH.  IT IS 45 FEET SOUTHWEST OF A FENCE
 FD0371'CORNER POST AND 22 FEET WEST OF THE
 FD0371'CENTER OF A GRAVELED ROAD.
 FD0371'
 FD0371'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0371'STAMPED GOLBE NO 2 1960,
 FD0371'AND SET FLUSH.  IT IS 24 FEET WEST OF THE CENTER OF
 FD0371'A GRAVELED ROAD AND ABOUT 3 FEET
 FD0371'LOWER THAN THE STATION MARK.
 FD0371'
 FD0371'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0371'STATION MACK WAS USED AS THE
 FD0371'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0371'
 FD0371'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FD0371
 FD0371                          STATION RECOVERY (1960)
 FD0371
 FD0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0371'6.8 MI S FROM BRYANT.
 FD0371'FROM THE BRYANT SCHOOL IN BRYANT, GO 4.1 MILES SOUTH ON A PAVED
 FD0371'ROAD, THEN 1.5 MILES SOUTH ON INTERSTATE HIGHWAY 65, THEN 0.5
 FD0371'MILES EAST ON A PRIVATE DRIVE, THEN 0.65 MILE SOUTH ON A GRAVELED
 FD0371'ROAD TO A T JUNCTION.  THE STATION MARK IS ABOUT 150 FT. SOUTH
 FD0371'AND 110 FT. WEST OF THE T JUNCTION, 110 FT. WEST OF THE CENTER OF
 FD0371'A GRAVELED ROAD, 13 FT. EAST OF A WIRE FENCE AND 3.6 FT. SOUTHEAST
 FD0371'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0371'THAT IS FLUSH WITH THE GROUND AND ABOUT 8 FT. ABOVE THE LEVEL
 FD0371'OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0370 ***********************************************************************
 FD0370  DESIGNATION -  GLOBE RM 1
 FD0370  PID         -  FD0370
 FD0370  STATE/COUNTY-  TN/MARSHALL
 FD0370  USGS QUAD   -  LEWISBURG (1981)
 FD0370
 FD0370                         *CURRENT SURVEY CONTROL
 FD0370  ___________________________________________________________________
 FD0370* NAD 83(1986)-  35 25 04.     (N)    086 52 26.     (W)     SCALED    
 FD0370* NAVD 88     -       245.166  (meters)     804.35   (feet)  ADJUSTED  
 FD0370  ___________________________________________________________________
 FD0370  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0370  DYNAMIC HT  -         244.943 (meters)     803.62  (feet)  COMP
 FD0370  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FD0370
 FD0370  VERT ORDER  -  SECOND    CLASS 0
 FD0370
 FD0370.The horizontal coordinates were scaled from a topographic map and have
 FD0370.an estimated accuracy of +/- 6 seconds.
 FD0370
 FD0370.The orthometric height was determined by differential leveling
 FD0370.and adjusted by the National Geodetic Survey in June 1991..
 FD0370
 FD0370.The geoid height was determined by GEOID03.
 FD0370
 FD0370.The dynamic height is computed by dividing the NAVD 88
 FD0370.geopotential number by the normal gravity value computed on the
 FD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0370.degrees latitude (g = 980.6199 gals.).
 FD0370
 FD0370.The modeled gravity was interpolated from observed gravity values.
 FD0370
 FD0370;                    North         East    Units  Estimated Accuracy
 FD0370;SPC TN       -   120,670.      520,640.      MT  (+/- 180 meters Scaled)
 FD0370
 FD0370                          SUPERSEDED SURVEY CONTROL
 FD0370
 FD0370  NGVD 29 (??/??/92)  245.147  (m)          804.29   (f) ADJ UNCH    2 0
 FD0370
 FD0370.Superseded values are not recommended for survey control.
 FD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0370.See file dsdata.txt to determine how the superseded data were derived.
 FD0370
 FD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114193(NAD 83)
 FD0370_MARKER: DR = REFERENCE MARK DISK
 FD0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0370_STAMPING: GLOBE NO 1 1960
 FD0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0370+STABILITY: SURFACE MOTION
 FD0370
 FD0370  HISTORY     - Date     Condition        Report By
 FD0370  HISTORY     - 1960     MONUMENTED       CGS
 FD0370
 FD0370                          STATION DESCRIPTION
 FD0370
 FD0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0370'6.8 MI S FROM BRYANT.
 FD0370'THIS MARK IS LOCATED AT THE GLOBE 1960 STATION SITE, 94.8 FT.
 FD0370'EAST OF THE STATION MARK, 45 FT. SOUTHWEST OF A FENCE CORNER POST
 FD0370'AND 22 FT. WEST OF THE CENTER OF A GRAVELED ROAD.  THE DISK IS
 FD0370'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 FD0370'THE GROUND AND ABOUT 3 FT. ABOVE THE LEVEL OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0372 ***********************************************************************
 FD0372  DESIGNATION -  GLOBE RM 2
 FD0372  PID         -  FD0372
 FD0372  STATE/COUNTY-  TN/MARSHALL
 FD0372  USGS QUAD   -  LEWISBURG (1981)
 FD0372
 FD0372                         *CURRENT SURVEY CONTROL
 FD0372  ___________________________________________________________________
 FD0372* NAD 83(1986)-  35 25 04.     (N)    086 52 26.     (W)     SCALED    
 FD0372* NAVD 88     -       244.927  (meters)     803.56   (feet)  ADJUSTED  
 FD0372  ___________________________________________________________________
 FD0372  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0372  DYNAMIC HT  -         244.705 (meters)     802.84  (feet)  COMP
 FD0372  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FD0372
 FD0372  VERT ORDER  -  SECOND    CLASS 0
 FD0372
 FD0372.The horizontal coordinates were scaled from a topographic map and have
 FD0372.an estimated accuracy of +/- 6 seconds.
 FD0372
 FD0372.The orthometric height was determined by differential leveling
 FD0372.and adjusted by the National Geodetic Survey in June 1991..
 FD0372
 FD0372.The geoid height was determined by GEOID03.
 FD0372
 FD0372.The dynamic height is computed by dividing the NAVD 88
 FD0372.geopotential number by the normal gravity value computed on the
 FD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0372.degrees latitude (g = 980.6199 gals.).
 FD0372
 FD0372.The modeled gravity was interpolated from observed gravity values.
 FD0372
 FD0372;                    North         East    Units  Estimated Accuracy
 FD0372;SPC TN       -   120,670.      520,640.      MT  (+/- 180 meters Scaled)
 FD0372
 FD0372                          SUPERSEDED SURVEY CONTROL
 FD0372
 FD0372  NGVD 29 (??/??/92)  244.908  (m)          803.50   (f) ADJ UNCH    2 0
 FD0372
 FD0372.Superseded values are not recommended for survey control.
 FD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0372.See file dsdata.txt to determine how the superseded data were derived.
 FD0372
 FD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE114193(NAD 83)
 FD0372_MARKER: DR = REFERENCE MARK DISK
 FD0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0372_STAMPING: GLOBE NO 2 1960
 FD0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0372+STABILITY: SURFACE MOTION
 FD0372
 FD0372  HISTORY     - Date     Condition        Report By
 FD0372  HISTORY     - 1960     MONUMENTED       CGS
 FD0372
 FD0372                          STATION DESCRIPTION
 FD0372
 FD0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0372'6.8 MI S FROM BRYANT.
 FD0372'THIS MARK IS LOCATED AT THE GLOBE 1960 STATION SITE, 102.5 FT.
 FD0372'SOUTHEAST OF THE STATION MARK, 24 FT. WEST OF THE CENTER OF A
 FD0372'GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0372'IS FLUSH WITH THE GROUND AND ABOUT 4 FT. ABOVE THE LEVEL OF THE
 FD0372'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0094 ***********************************************************************
 FD0094  DESIGNATION -  GOAT
 FD0094  PID         -  FD0094
 FD0094  STATE/COUNTY-  TN/RUTHERFORD
 FD0094  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0094
 FD0094                         *CURRENT SURVEY CONTROL
 FD0094  ___________________________________________________________________
 FD0094* NAD 83(1995)-  35 41 38.40898(N)    086 17 46.13515(W)     ADJUSTED  
 FD0094* NAVD 88     -       244.219  (meters)     801.24   (feet)  ADJUSTED  
 FD0094  ___________________________________________________________________
 FD0094  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FD0094  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0094  DYNAMIC HT  -         243.997 (meters)     800.51  (feet)  COMP
 FD0094  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FD0094
 FD0094  HORZ ORDER  -  SECOND
 FD0094  VERT ORDER  -  SECOND    CLASS 0
 FD0094
 FD0094.The horizontal coordinates were established by classical geodetic methods
 FD0094.and adjusted by the National Geodetic Survey in April 1999..
 FD0094
 FD0094.The orthometric height was determined by differential leveling
 FD0094.and adjusted by the National Geodetic Survey in June 1991..
 FD0094
 FD0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0094
 FD0094.The geoid height was determined by GEOID03.
 FD0094
 FD0094.The dynamic height is computed by dividing the NAVD 88
 FD0094.geopotential number by the normal gravity value computed on the
 FD0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0094.degrees latitude (g = 980.6199 gals.).
 FD0094
 FD0094.The modeled gravity was interpolated from observed gravity values.
 FD0094
 FD0094;                    North         East     Units Scale Factor Converg.
 FD0094;SPC TN       -   151,005.397   573,196.718   MT  0.99995137   -0 10 24.2
 FD0094;SPC TN       -   495,423.54  1,880,562.90   sFT  0.99995137   -0 10 24.2
 FD0094;UTM  16      - 3,950,237.947   563,681.123   MT  0.99964997   +0 24 38.4
 FD0094
 FD0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0094!SPC TN       -   0.99996616  x   0.99995137  =   0.99991753
 FD0094!UTM  16      -   0.99996616  x   0.99964997  =   0.99961614
 FD0094
 FD0094|---------------------------------------------------------------------|
 FD0094| PID    Reference Object                     Distance      Geod. Az  |
 FD0094|                                                           dddmmss.s |
 FD0094| FD0093 GOAT RM 1                            18.766 METERS 16123     |
 FD0094| FD0095 GOAT RM 2                            13.591 METERS 25027     |
 FD0094| FD0087 WAYSIDE                             APPROX. 3.7 KM 3232911.3 |
 FD0094|---------------------------------------------------------------------|
 FD0094
 FD0094                          SUPERSEDED SURVEY CONTROL
 FD0094
 FD0094  NAD 83(1995)-  35 41 38.41560(N)    086 17 46.13632(W) AD(       ) 2
 FD0094  NAD 83(1986)-  35 41 38.42015(N)    086 17 46.13405(W) AD(       ) 2
 FD0094  NAD 27      -  35 41 38.16370(N)    086 17 46.15960(W) AD(       ) 2
 FD0094  NGVD 29 (??/??/92)  244.222  (m)          801.25   (f) ADJ UNCH    2 0
 FD0094
 FD0094.Superseded values are not recommended for survey control.
 FD0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0094.See file dsdata.txt to determine how the superseded data were derived.
 FD0094
 FD0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6368150238(NAD 83)
 FD0094_MARKER: DB = BENCH MARK DISK
 FD0094_SETTING: 66 = SET IN ROCK OUTCROP
 FD0094_SP_SET: BEDROCK
 FD0094_STAMPING: GOAT 1960
 FD0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0094+STABILITY: POSITION/ELEVATION WELL
 FD0094
 FD0094  HISTORY     - Date     Condition        Report By
 FD0094  HISTORY     - 1960     MONUMENTED       CGS
 FD0094  HISTORY     - 1960     GOOD             CGS
 FD0094
 FD0094                          STATION DESCRIPTION
 FD0094
 FD0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0094'THE STATION IS LOCATED ON THE PROPERTY OF MRS LINDA TRIBBLE, ABOUT 12
 FD0094'MILES SOUTHEAST OF
 FD0094'MURFREESBORO, 5.5 MILES NORTHWEST OF BEECH GROVE, AND
 FD0094'ABOUT 0.2 MILE SOUTHWEST OF U S
 FD0094'HIGHWAY 41.
 FD0094'
 FD0094'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0094'NORTHWEST, ON U S HIGHWAY
 FD0094'41 FOR 3.4 MILES TO HOOVERS GAP, CONTINUE NORTHWEST ON U S
 FD0094'HIGHWAY 41 FOR 1.85 MILES
 FD0094'TO A WIRE GATE ON THE LEFT, THIS IS ABOUT
 FD0094'0.1 MILE BEFORE REACHING CREST OF RIDGE AND
 FD0094'PARKING AREA ON THE LEFT
 FD0094'SIDE OF THE HIGHWAY.  TURN LEFT, PASS THROUGH GATE AND FOLLOW
 FD0094'DIM TRACK ROAD
 FD0094'FOR 0.05 MILE, THEN BEAR RIGHT AND FOLLOW DIM TRACK ROAD
 FD0094'WESTERLY ALONG THE SOUTH
 FD0094'SLOPE OF THE RIDGE FOR 0.2 MILE.  TURN
 FD0094'RIGHT, AND PICK THE BEST ROUTE NORTH TO THE
 FD0094'CREST OF RIDGE AND THE
 FD0094'STATION LOCATED ON THE NORTHERN SLOPE OF RIDGE.
 FD0094'
 FD0094'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED GOAT 1960,
 FD0094'CEMENTED IN A DRILL HOLE IN
 FD0094'BEDROCK, AND SET 12 INCHES BELOW THE SURFACE.  IT IS
 FD0094'3.2 FEET NORTH OF A WITNESS SIGN
 FD0094'AND CAIRN.
 FD0094'
 FD0094'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED GOAT NO 1 1960,
 FD0094'CEMENTED IN A DRILL HOLE
 FD0094'IN OUTCROPPING BEDROCK, AND SET FLUSH.  IT IS 1 FOOT NORTH
 FD0094'OF A CAIRN AND ABOUT 3 FEET
 FD0094'HIGHER THAN THE STATION MARK.
 FD0094'
 FD0094'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED GOAT NO 2 1960,
 FD0094'CEMENTED IN A DRILL HOLE
 FD0094'IN OUTCROPPING BEDROCK, AND SET FLUSH.  IT IS 2 FEET NORTH
 FD0094'OF A CAIRN AND ABOUT THE SAME
 FD0094'ELEVATION AS THE STATION MARK.
 FD0094'
 FD0094'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, AS THERE WAS NO
 FD0094'SUITABLE LOCATION FOUND.
 FD0094'
 FD0094'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 FD0094
 FD0094                          STATION RECOVERY (1960)
 FD0094
 FD0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0094'5.8 MI NW FROM BEECH GROVE.
 FD0094'FROM THE POST OFFICE IN BEECH GROVE, GO 5.6 MILES NORTHWEST
 FD0094'ON U.S. HIGHWAY 41 TO A WIRE GATE ON THE LEFT, THIS IS ABOUT
 FD0094'0.1 MILE BEFORE REACHING CREST OF RIDGE AND PARKING AREA ON
 FD0094'THE LEFT SIDE OF THE HIGHWAY.  TURN LEFT, PASS THROUGH GATE AND
 FD0094'FOLLOW DIM TRACK ROAD FOR 0.05 MILE, THEN BEAR RIGHT AND FOLLOW
 FD0094'DIM TRACK ROAD WESTERLY ALONG THE SOUTH SLOPE OF THE RIDGE FOR
 FD0094'0.2 MILE.  TURN RIGHT, AND PICK THE BEST ROUTE NORTH TO THE CREST
 FD0094'OF THE RIDGE AND THE STATION LOCATED ON THE NORTHERN SLOPE OF
 FD0094'RIDGE.  THE STATION MARK IS 3.2 FT. NORTH OF A WITNESS SIGN AND
 FD0094'CAIRN.  THE DISK IS CEMENTED IN A DRILL HOLE IN BEDROCK 12
 FD0094'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1112 ***********************************************************************
 FC1112  DESIGNATION -  GOAT
 FC1112  PID         -  FC1112
 FC1112  STATE/COUNTY-  TN/HAMILTON
 FC1112  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1112
 FC1112                         *CURRENT SURVEY CONTROL
 FC1112  ___________________________________________________________________
 FC1112* NAD 83(1995)-  35 04 40.20967(N)    085 14 30.51945(W)     ADJUSTED  
 FC1112* NAVD 88     -       313.956  (meters)    1030.04   (feet)  ADJUSTED  
 FC1112  ___________________________________________________________________
 FC1112  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 FC1112  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1112  DYNAMIC HT  -         313.644 (meters)    1029.01  (feet)  COMP
 FC1112  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FC1112
 FC1112  HORZ ORDER  -  SECOND
 FC1112  VERT ORDER  -  FIRST     CLASS II
 FC1112
 FC1112.The horizontal coordinates were established by classical geodetic methods
 FC1112.and adjusted by the National Geodetic Survey in April 1999..
 FC1112
 FC1112.The orthometric height was determined by differential leveling
 FC1112.and adjusted by the National Geodetic Survey in June 1991..
 FC1112
 FC1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1112
 FC1112.The geoid height was determined by GEOID03.
 FC1112
 FC1112.The dynamic height is computed by dividing the NAVD 88
 FC1112.geopotential number by the normal gravity value computed on the
 FC1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1112.degrees latitude (g = 980.6199 gals.).
 FC1112
 FC1112.The modeled gravity was interpolated from observed gravity values.
 FC1112
 FC1112;                    North         East     Units Scale Factor Converg.
 FC1112;SPC TN       -    82,871.593   669,149.802   MT  1.00003484   +0 26 37.9
 FC1112;SPC TN       -   271,887.88  2,195,368.98   sFT  1.00003484   +0 26 37.9
 FC1112;UTM  16      - 3,883,088.495   660,294.198   MT  0.99991667   +1 00 38.3
 FC1112
 FC1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1112!SPC TN       -   0.99995540  x   1.00003484  =   0.99999024
 FC1112!UTM  16      -   0.99995540  x   0.99991667  =   0.99987207
 FC1112
 FC1112|---------------------------------------------------------------------|
 FC1112| PID    Reference Object                     Distance      Geod. Az  |
 FC1112|                                                           dddmmss.s |
 FC1112| FC1113 GOAT RM 1                            26.213 METERS 06831     |
 FC1112| CG5876 GOAT AZ MK                                         1765333.2 |
 FC1112| FC1871 MISSIONARY RIDGE LGE STANDPIPE      APPROX. 7.6 KM 1975916.5 |
 FC1112| FC1866 LOOKOUT MOUNTAIN SMALL TANK         APPROX.12.5 KM 2285026.0 |
 FC1112| FC1114 GOAT RM 2                            36.326 METERS 23341     |
 FC1112| FC1864 CHATTANOOGA OCTAGONAL BLDG CUP      APPROX. 6.5 KM 2370559.9 |
 FC1112|---------------------------------------------------------------------|
 FC1112
 FC1112                          SUPERSEDED SURVEY CONTROL
 FC1112
 FC1112  NAD 83(1995)-  35 04 40.21017(N)    085 14 30.52023(W) AD(       ) 2
 FC1112  NAD 83(1995)-  35 04 40.20992(N)    085 14 30.52270(W) AD(       ) 2
 FC1112  NAD 83(1995)-  35 04 40.21047(N)    085 14 30.52085(W) AD(       ) 2
 FC1112  NAD 83(1986)-  35 04 40.21088(N)    085 14 30.52009(W) AD(       ) 2
 FC1112  NAD 27      -  35 04 39.94700(N)    085 14 30.67700(W) AD(       ) 2
 FC1112  NGVD 29 (??/??/92)  313.998  (m)         1030.18   (f) ADJ UNCH    1 2
 FC1112
 FC1112.Superseded values are not recommended for survey control.
 FC1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1112.See file dsdata.txt to determine how the superseded data were derived.
 FC1112
 FC1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6029483088(NAD 83)
 FC1112_MARKER: DS = TRIANGULATION STATION DISK
 FC1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1112_STAMPING: GOAT 1934
 FC1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1112+STABILITY: SURFACE MOTION
 FC1112
 FC1112  HISTORY     - Date     Condition        Report By
 FC1112  HISTORY     - 1934     MONUMENTED       CGS
 FC1112  HISTORY     - 1950     GOOD             NGS
 FC1112  HISTORY     - 1961     GOOD             CGS
 FC1112  HISTORY     - 1964     GOOD             CGS
 FC1112  HISTORY     - 1972     GOOD             NGS
 FC1112  HISTORY     - 1983     GOOD             USPSQD
 FC1112
 FC1112                          STATION DESCRIPTION
 FC1112
 FC1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1112'ABOUT 4-1/2 MILES NORTHEAST OF CENTER OF CHATTANOOGA, AT NORTH END OF
 FC1112'MISSIONARY RIDGE, ON HIGHEST POINT OF RIDGE LOCALLY KNOWN AS
 FC1112'BILLY GOAT RIDGE, IN RESIDENTIAL SECTION OF BATTERY HEIGHTS, ON
 FC1112'PROPERTY OF GEORGE B. ADAMS, 775 FEET SOUTH OF JESSE J. TURNERS
 FC1112'HOME ON RIDGE CREST DRIVE, IN APPROXIMATE CENTER OF KNOB COMPRISING
 FC1112'HIGHEST POINT OF RIDGE, 75 FEET NORTHWEST OF TRIANGLE-BLAZED TREE,
 FC1112'39 FEET WEST-SOUTHWEST OF 32-INCH OAK TREE, AND 18 FEET WEST OF
 FC1112'28-INCH OAK TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FC1112'STATION DISKS IN CONCRETE. REFERENCE AND AZIMUTH
 FC1112'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS
 FC1112'18.5 FEET WEST OF CREST OF RIDGE AND 86.05 FEET FROM STATION
 FC1112'NO. 2 IS DOWN SOUTH SLOPE OF HILL AND
 FC1112'119.35 FEET FROM STATION. DISTANCE
 FC1112'BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 205 FEET (SLOPE DISTANCE).
 FC1112'AZIMUTH MARK IS ON WEST SIDE OF BATTERY PARK HILL, 25 FEET FROM
 FC1112'CENTER OF GRAVEL ROAD LEADING AROUND SUMMIT OF HILL, 18 FEET
 FC1112'SOUTHEAST OF MONUMENT OF TENTH MISSOURI INFANTRY, AND ABOUT 0.75
 FC1112'MILE FROM STATION.
 FC1112
 FC1112                          STATION RECOVERY (1950)
 FC1112
 FC1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FC1112'1.2 MI NE FROM BOYCE.
 FC1112'ABOUT 1.0 MILE NORTHEAST ALONG A NARROW BLACK TOP ROAD FROM
 FC1112'THE SOUTHERN RAILWAY STATION AT BOYCE, THENCE ABOUT 0.15 MILE SOUTH
 FC1112'ALONG A DIM TRAIL ALONG THE CREST OF A RIDGE, ON A WOODED HILL,
 FC1112'85 1/2 FEET WEST OF R.M. NO. 1, 119 FEET NORTHEAST OF R.M. NO. 2,
 FC1112'44 1/2 FEET EAST OF A 14-INCH LONE HICKORY TREE, 6 FEET SOUTH OF
 FC1112'THE CENTER OF A PATH ALONG RIDGE, 1 FOOT SOUTH OF A T.V.A. STEEL
 FC1112'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1112'7 INCHES.
 FC1112
 FC1112                          STATION RECOVERY (1961)
 FC1112
 FC1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1112'THE STATION MARK, REFERENCE MARK NO.S 1, 2 AND THE AZIMUTH MARK WERE
 FC1112'RECOVERED AND FOUND IN GOOD CONDITION. A DISCREPENCY WAS
 FC1112'FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1 BY 0.05 FOOT AND IN
 FC1112'REFERENCE MARK NO. 2 BY 0.17 FOOT.
 FC1112'
 FC1112'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS.
 FC1112'
 FC1112'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF DOWNTOWN
 FC1112'CHATTANOOGA, AT THE NORTH END OF MISSIONARY RIDGE, AND ON THE WEST
 FC1112'SIDE OF A HORSE SHOE SHAPED HILL, BILLY GOAT RIDGE, OWNED BY MR.
 FC1112'HARRY LEVINE.
 FC1112'
 FC1112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2A AND STATE
 FC1112'HIGHWAY 58 IN THE NORTHEAST PART OF CHATTANOOGA, GO SOUTH ON STATE
 FC1112'HIGHWAY 58 FOR 1.55 MILES TO A SIDE ROAD ON THE RIGHT AND STONE
 FC1112'PILLOWS INSCRIBED BATTERY HEIGHTS, CONTINUE 0.2 MILE TO A SIDE
 FC1112'ROAD ON THE RIGHT, *BIRCHWOOD ROAD, TURN RIGHT ON BIRCHWOOD ROAD AND
 FC1112'GO 0.25 MILE TO A SHARP RIGHT TURN, EAST CREST ROAD, TURN RIGHT
 FC1112'ON EAST CREST ROAD AND GO 0.1 MILE TO A T JUNCTION, RIDGE CREST
 FC1112'ROAD, TURN LEFT ON RIDGE CREST ROAD AND GO 0.15 MILE TO BATTERY
 FC1112'ROAD ON THE LEFT WHICH DEAD ENDS ABOUT 100 FEET FROM RIDGE CREST
 FC1112'ROAD, PACK SOUTHWEST THROUGH THE YARD OF MR. LLOYD A. REAGON AND
 FC1112'ALONG A CIVIL WAR TRENCH FOR ABOUT 200 YARDS TO THE STATION ALONG
 FC1112'THE NORTH EDGE OF THE TRENCH.
 FC1112'
 FC1112'THE STATION IS 40 FEET NORTHEAST OF A 20-INCH OAK TREE, 44 FEET EAST
 FC1112'OF A 20-INCH OAK TREE, 3.3 FEET NORTH OF A METAL WITNESS POST. THE
 FC1112'DISK IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 8 INCHES, AND
 FC1112'THE DISK IS STAMPED GOAT 1934.
 FC1112'
 FC1112'REFERENCE MARK NO. 1 IS NORTHEAST ALONG THE RIDGE AND IS SET ON THE
 FC1112'SOUTH SIDE OF THE TRENCH. THE DISK IS SET IN A SQUARE CONCRETE
 FC1112'MONUMENT, PROJECTING 5 INCHES, AND THE DISK IS STAMPED GOAT NO 1
 FC1112'1934.
 FC1112'
 FC1112'REFERENCE MARK NO. 2 IS 18 FEET EAST OF A 16-INCH OAK TREE. THE DISK
 FC1112'IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES, AND THE
 FC1112'DISK IS STAMPED GOAT NO 2 1934.
 FC1112'
 FC1112'THE AZIMUTH MARK IS 28 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED
 FC1112'ROAD, 16 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE 10TH
 FC1112'MISSOURI INFANTRY MONUMENT AND 16 FEET NORTHEAST OF THE NORTHEAST
 FC1112'CORNER OF CLEBURNES CONFEDERATE DIVISION MONUMENT PLACK. THE DISK
 FC1112'IS SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 5 INCHES, AND THE
 FC1112'DISK IS STAMPED GOAT AZI 1934.
 FC1112'
 FC1112'*TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON STATE HIGHWAY 58 FOR
 FC1112'0.5 MILE TO WHERE STATE HIGHWAY TURNS RIGHT, CONTINUE STRAIGHT AHEAD
 FC1112'FOR 0.2 MILE TO NORTH CREST DRIVE, TURN LEFT ON NORTH CREST DRIVE AND
 FC1112'GO ABOUT 50 YARDS TO A SIGN ON THE LEFT SHERMAN RESERVATION, TURN
 FC1112'LEFT AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FC1112'
 FC1112'HEIGHT OF LIGHT ABOVE STATION MARK 21.96 METERS.
 FC1112
 FC1112                          STATION RECOVERY (1964)
 FC1112
 FC1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1112'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FC1112'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 FC1112'EXCESSIVE CLEARING THE AZIMUTH MARK DIRECTION WAS NOT OBTAINED
 FC1112'AT THIS TIME.  THE 1961 DESCRIPTION IS ADEQUATE EXCEPT THE STATION
 FC1112'MARK IS 7 FEET EAST OF A METAL WITNESS POST.
 FC1112
 FC1112                          STATION RECOVERY (1972)
 FC1112
 FC1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1112'GOAT REF. 1 AND 2 WERE FOUND IN GOOD CONDITION.  POST AND SIGN IS
 FC1112'6 FT N. WEST OF GOAT TRIANGULATION STATION.
 FC1112
 FC1112                          STATION RECOVERY (1983)
 FC1112
 FC1112'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0093 ***********************************************************************
 FD0093  DESIGNATION -  GOAT RM 1
 FD0093  PID         -  FD0093
 FD0093  STATE/COUNTY-  TN/RUTHERFORD
 FD0093  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0093
 FD0093                         *CURRENT SURVEY CONTROL
 FD0093  ___________________________________________________________________
 FD0093* NAD 83(1986)-  35 41 38.     (N)    086 17 46.     (W)     SCALED    
 FD0093* NAVD 88     -       244.956  (meters)     803.66   (feet)  ADJUSTED  
 FD0093  ___________________________________________________________________
 FD0093  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0093  DYNAMIC HT  -         244.733 (meters)     802.93  (feet)  COMP
 FD0093  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FD0093
 FD0093  VERT ORDER  -  SECOND    CLASS 0
 FD0093
 FD0093.The horizontal coordinates were scaled from a topographic map and have
 FD0093.an estimated accuracy of +/- 6 seconds.
 FD0093
 FD0093.The orthometric height was determined by differential leveling
 FD0093.and adjusted by the National Geodetic Survey in June 1991..
 FD0093
 FD0093.The geoid height was determined by GEOID03.
 FD0093
 FD0093.The dynamic height is computed by dividing the NAVD 88
 FD0093.geopotential number by the normal gravity value computed on the
 FD0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0093.degrees latitude (g = 980.6199 gals.).
 FD0093
 FD0093.The modeled gravity was interpolated from observed gravity values.
 FD0093
 FD0093;                    North         East    Units  Estimated Accuracy
 FD0093;SPC TN       -   150,990.      573,200.      MT  (+/- 180 meters Scaled)
 FD0093
 FD0093                          SUPERSEDED SURVEY CONTROL
 FD0093
 FD0093  NGVD 29 (??/??/92)  244.959  (m)          803.67   (f) ADJ UNCH    2 0
 FD0093
 FD0093.Superseded values are not recommended for survey control.
 FD0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0093.See file dsdata.txt to determine how the superseded data were derived.
 FD0093
 FD0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE636502(NAD 83)
 FD0093_MARKER: DR = REFERENCE MARK DISK
 FD0093_SETTING: 66 = SET IN ROCK OUTCROP
 FD0093_SP_SET: BEDROCK
 FD0093_STAMPING: GOAT NO 1 1960
 FD0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0093+STABILITY: POSITION/ELEVATION WELL
 FD0093
 FD0093  HISTORY     - Date     Condition        Report By
 FD0093  HISTORY     - 1960     MONUMENTED       CGS
 FD0093
 FD0093                          STATION DESCRIPTION
 FD0093
 FD0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0093'5.8 MI NW FROM BEECH GROVE.
 FD0093'THIS MARK IS LOCATED AT THE GOAT 1960 STATION SITE, 61.5 FT.
 FD0093'SOUTHEAST OF THE STATION MARK, 1 FT. NORTH OF A CAIRN AND ABOUT
 FD0093'3 FT. HIGHER THAN THE STATION.  THE DISK IS CEMENTED IN A DRILL
 FD0093'HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1113 ***********************************************************************
 FC1113  DESIGNATION -  GOAT RM 1
 FC1113  PID         -  FC1113
 FC1113  STATE/COUNTY-  TN/HAMILTON
 FC1113  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1113
 FC1113                         *CURRENT SURVEY CONTROL
 FC1113  ___________________________________________________________________
 FC1113* NAD 83(1986)-  35 04 39.     (N)    085 14 30.     (W)     SCALED    
 FC1113* NAVD 88     -       313.852  (meters)    1029.70   (feet)  ADJUSTED  
 FC1113  ___________________________________________________________________
 FC1113  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1113  DYNAMIC HT  -         313.541 (meters)    1028.68  (feet)  COMP
 FC1113  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FC1113
 FC1113  VERT ORDER  -  FIRST     CLASS II
 FC1113
 FC1113.The horizontal coordinates were scaled from a topographic map and have
 FC1113.an estimated accuracy of +/- 6 seconds.
 FC1113
 FC1113.The orthometric height was determined by differential leveling
 FC1113.and adjusted by the National Geodetic Survey in June 1991..
 FC1113
 FC1113.The geoid height was determined by GEOID03.
 FC1113
 FC1113.The dynamic height is computed by dividing the NAVD 88
 FC1113.geopotential number by the normal gravity value computed on the
 FC1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1113.degrees latitude (g = 980.6199 gals.).
 FC1113
 FC1113.The modeled gravity was interpolated from observed gravity values.
 FC1113
 FC1113;                    North         East    Units  Estimated Accuracy
 FC1113;SPC TN       -    82,830.      669,160.      MT  (+/- 180 meters Scaled)
 FC1113
 FC1113                          SUPERSEDED SURVEY CONTROL
 FC1113
 FC1113  NGVD 29 (??/??/92)  313.895  (m)         1029.84   (f) ADJ UNCH    1 2
 FC1113
 FC1113.Superseded values are not recommended for survey control.
 FC1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1113.See file dsdata.txt to determine how the superseded data were derived.
 FC1113
 FC1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD603830(NAD 83)
 FC1113_MARKER: DS = TRIANGULATION STATION DISK
 FC1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1113_STAMPING: GOAT NO 1 1934
 FC1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1113+STABILITY: SURFACE MOTION
 FC1113
 FC1113  HISTORY     - Date     Condition        Report By
 FC1113  HISTORY     - 1934     MONUMENTED       CGS
 FC1113  HISTORY     - 1950     GOOD             NGS
 FC1113  HISTORY     - 1983     GOOD             USPSQD
 FC1113
 FC1113                          STATION DESCRIPTION
 FC1113
 FC1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1113'1.2 MI NE FROM BOYCE.
 FC1113'ABOUT 1.0 MILE NORTHEAST ALONG A NARROW BLACK TOP ROAD FROM THE
 FC1113'SOUTHERN RAILWAY STATION AT BOYCE, THENCE ABOUT 0.15 MILE SOUTH
 FC1113'ALONG A DIM TRAIL ON A WOODED HILL, 23 1/2 FEET SOUTH-SOUTHEAST
 FC1113'OF THE CENTER LINE OF A PATH ALONG CREST OF HILL, 203 FEET
 FC1113'EAST-NORTHEAST OF R.M. NO. 2, 85 1/2 FEET EAST OF THE STATION
 FC1113'MARK, 7 FEET SOUTH-SOUTHEAST OF THE CENTER OF A SMALL DITCH, AND
 FC1113'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 FC1113
 FC1113                          STATION RECOVERY (1983)
 FC1113
 FC1113'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0095 ***********************************************************************
 FD0095  DESIGNATION -  GOAT RM 2
 FD0095  PID         -  FD0095
 FD0095  STATE/COUNTY-  TN/RUTHERFORD
 FD0095  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0095
 FD0095                         *CURRENT SURVEY CONTROL
 FD0095  ___________________________________________________________________
 FD0095* NAD 83(1986)-  35 41 38.     (N)    086 17 46.     (W)     SCALED    
 FD0095* NAVD 88     -       244.375  (meters)     801.75   (feet)  ADJUSTED  
 FD0095  ___________________________________________________________________
 FD0095  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0095  DYNAMIC HT  -         244.153 (meters)     801.03  (feet)  COMP
 FD0095  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FD0095
 FD0095  VERT ORDER  -  SECOND    CLASS 0
 FD0095
 FD0095.The horizontal coordinates were scaled from a topographic map and have
 FD0095.an estimated accuracy of +/- 6 seconds.
 FD0095
 FD0095.The orthometric height was determined by differential leveling
 FD0095.and adjusted by the National Geodetic Survey in June 1991..
 FD0095
 FD0095.The geoid height was determined by GEOID03.
 FD0095
 FD0095.The dynamic height is computed by dividing the NAVD 88
 FD0095.geopotential number by the normal gravity value computed on the
 FD0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0095.degrees latitude (g = 980.6199 gals.).
 FD0095
 FD0095.The modeled gravity was interpolated from observed gravity values.
 FD0095
 FD0095;                    North         East    Units  Estimated Accuracy
 FD0095;SPC TN       -   150,990.      573,200.      MT  (+/- 180 meters Scaled)
 FD0095
 FD0095                          SUPERSEDED SURVEY CONTROL
 FD0095
 FD0095  NGVD 29 (??/??/92)  244.378  (m)          801.76   (f) ADJ UNCH    2 0
 FD0095
 FD0095.Superseded values are not recommended for survey control.
 FD0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0095.See file dsdata.txt to determine how the superseded data were derived.
 FD0095
 FD0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE636502(NAD 83)
 FD0095_MARKER: DR = REFERENCE MARK DISK
 FD0095_SETTING: 66 = SET IN ROCK OUTCROP
 FD0095_SP_SET: BEDROCK
 FD0095_STAMPING: GOAT NO 2 1960
 FD0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0095+STABILITY: POSITION/ELEVATION WELL
 FD0095
 FD0095  HISTORY     - Date     Condition        Report By
 FD0095  HISTORY     - 1960     MONUMENTED       CGS
 FD0095
 FD0095                          STATION DESCRIPTION
 FD0095
 FD0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0095'5.8 MI NW FROM BEECH GROVE.
 FD0095'THIS MARK IS LOCATED AT THE GOAT 1960 STATION SITE, 45 FT.
 FD0095'SOUTHWEST OF THE STATION MARK, 2 FT. NORTH OF A CAIRN AND ABOUT
 FD0095'THE SAME ELEVATION AS THE STATION.  THE DISK IS CEMENTED IN A
 FD0095'DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1114 ***********************************************************************
 FC1114  DESIGNATION -  GOAT RM 2
 FC1114  PID         -  FC1114
 FC1114  STATE/COUNTY-  TN/HAMILTON
 FC1114  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1114
 FC1114                         *CURRENT SURVEY CONTROL
 FC1114  ___________________________________________________________________
 FC1114* NAD 83(1986)-  35 04 39.     (N)    085 14 30.     (W)     SCALED    
 FC1114* NAVD 88     -       311.981  (meters)    1023.56   (feet)  ADJUSTED  
 FC1114  ___________________________________________________________________
 FC1114  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1114  DYNAMIC HT  -         311.672 (meters)    1022.54  (feet)  COMP
 FC1114  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FC1114
 FC1114  VERT ORDER  -  FIRST     CLASS II
 FC1114
 FC1114.The horizontal coordinates were scaled from a topographic map and have
 FC1114.an estimated accuracy of +/- 6 seconds.
 FC1114
 FC1114.The orthometric height was determined by differential leveling
 FC1114.and adjusted by the National Geodetic Survey in June 1991..
 FC1114
 FC1114.The geoid height was determined by GEOID03.
 FC1114
 FC1114.The dynamic height is computed by dividing the NAVD 88
 FC1114.geopotential number by the normal gravity value computed on the
 FC1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1114.degrees latitude (g = 980.6199 gals.).
 FC1114
 FC1114.The modeled gravity was interpolated from observed gravity values.
 FC1114
 FC1114;                    North         East    Units  Estimated Accuracy
 FC1114;SPC TN       -    82,830.      669,160.      MT  (+/- 180 meters Scaled)
 FC1114
 FC1114                          SUPERSEDED SURVEY CONTROL
 FC1114
 FC1114  NGVD 29 (??/??/92)  312.024  (m)         1023.70   (f) ADJ UNCH    1 2
 FC1114
 FC1114.Superseded values are not recommended for survey control.
 FC1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1114.See file dsdata.txt to determine how the superseded data were derived.
 FC1114
 FC1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD603830(NAD 83)
 FC1114_MARKER: DS = TRIANGULATION STATION DISK
 FC1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1114_STAMPING: GOAT NO 2 1934
 FC1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1114+STABILITY: SURFACE MOTION
 FC1114
 FC1114  HISTORY     - Date     Condition        Report By
 FC1114  HISTORY     - 1934     MONUMENTED       CGS
 FC1114  HISTORY     - 1950     GOOD             NGS
 FC1114  HISTORY     - 1983     GOOD             USPSQD
 FC1114
 FC1114                          STATION DESCRIPTION
 FC1114
 FC1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1114'1.2 MI NE FROM BOYCE.
 FC1114'ABOUT 1.0 MILE NORTHEAST ALONG A NARROW BLACK TOP ROAD FROM THE
 FC1114'SOUTHERN RAILWAY STATION AT BOYCE, THENCE ABOUT 0.15 MILE SOUTH
 FC1114'ALONG A DIM TRAIL, ON A WOODED HILL, 203 FEET WEST-SOUTHWEST OF
 FC1114'R.M. NO. 1, 119 FEET SOUTHWEST OF THE STATION MARK, 25 1/2 FEET
 FC1114'SOUTH-SOUTHEAST OF THE CENTER OF A PATH ALONG CREST OF RIDGE,
 FC1114'7 1/2 FEET SOUTHEAST OF THE CENTER OF A SMALL DITCH, ABOUT 6 1/2
 FC1114'FEET LOWER THAN THE STATION MARK AND SET IN THE TOP OF A CONCRETE
 FC1114'POST PROJECTING 8 INCHES.
 FC1114
 FC1114                          STATION RECOVERY (1983)
 FC1114
 FC1114'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3530 ***********************************************************************
 GA3530  DESIGNATION -  GOINS
 GA3530  PID         -  GA3530
 GA3530  STATE/COUNTY-  TN/CLAIBORNE
 GA3530  USGS QUAD   -  TAZEWELL (1971)
 GA3530
 GA3530                         *CURRENT SURVEY CONTROL
 GA3530  ___________________________________________________________________
 GA3530* NAD 83(1995)-  36 25 56.08490(N)    083 33 48.56999(W)     ADJUSTED  
 GA3530* NAVD 88     -       535.8    (meters)    1758.     (feet)  VERTCON   
 GA3530  ___________________________________________________________________
 GA3530  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 GA3530  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA3530
 GA3530  HORZ ORDER  -  SECOND
 GA3530
 GA3530.The horizontal coordinates were established by classical geodetic methods
 GA3530.and adjusted by the National Geodetic Survey in April 1999..
 GA3530
 GA3530.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3530
 GA3530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3530
 GA3530.The geoid height was determined by GEOID03.
 GA3530
 GA3530;                    North         East     Units Scale Factor Converg.
 GA3530;SPC TN       -   235,596.930   818,457.535   MT  1.00000280   +1 25 35.1
 GA3530;SPC TN       -   772,954.26  2,685,222.76   sFT  1.00000280   +1 25 35.1
 GA3530;UTM  17      - 4,034,946.668   270,203.187   MT  1.00025066   -1 31 23.0
 GA3530
 GA3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3530!SPC TN       -   0.99992075  x   1.00000280  =   0.99992355
 GA3530!UTM  17      -   0.99992075  x   1.00025066  =   1.00017139
 GA3530
 GA3530|---------------------------------------------------------------------|
 GA3530| PID    Reference Object                     Distance      Geod. Az  |
 GA3530|                                                           dddmmss.s |
 GA3530| DB9831 GOINS RM 1                           21.787 METERS 06911     |
 GA3530| DB9832 GOINS RM 2                           16.920 METERS 22115     |
 GA3530| GA2600 GOINS AZ MK                                        3353933.5 |
 GA3530|---------------------------------------------------------------------|
 GA3530
 GA3530                          SUPERSEDED SURVEY CONTROL
 GA3530
 GA3530  NAD 83(1995)-  36 25 56.08778(N)    083 33 48.57209(W) AD(       ) 2
 GA3530  NAD 83(1995)-  36 25 56.08656(N)    083 33 48.56400(W) AD(       ) 2
 GA3530  NAD 83(1995)-  36 25 56.09350(N)    083 33 48.57136(W) AD(       ) 2
 GA3530  NAD 83(1986)-  36 25 56.09543(N)    083 33 48.57094(W) AD(       ) 2
 GA3530  NAD 27      -  36 25 55.79421(N)    083 33 48.91034(W) AD(       ) 2
 GA3530  NGVD 29 (07/19/86)  535.9    (m)         1758.     (f) VERT ANG       
 GA3530
 GA3530.Superseded values are not recommended for survey control.
 GA3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3530.See file dsdata.txt to determine how the superseded data were derived.
 GA3530
 GA3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7020334947(NAD 83)
 GA3530_MARKER: DD = SURVEY DISK
 GA3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3530
 GA3530  HISTORY     - Date     Condition        Report By
 GA3530  HISTORY     - 1963     MONUMENTED       TNHD
 GA3530
 GA3530                          STATION DESCRIPTION
 GA3530
 GA3530'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3530'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF TAZEWELL.
 GA3530'
 GA3530'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 33 AND U. S.
 GA3530'HIGHWAY 25E IN TAZEWELL, GO
 GA3530'SOUTH ON U.  S.  HIGHWAY 25E FOR 0.95 MILE TO THE
 GA3530'AZIMUTH MARK ON THE RIGHT,
 GA3530'CONTINUE STRAIGHT AHEAD ON U.  S.  HIGHWAY
 GA3530'25E FOR 0.6 MILE SOUTH TO A STEEP HILL ON THE
 GA3530'RIGHT.  PACK UP THE
 GA3530'HILL ALONG A FENCE LINE FOR APPROXIMATELY 25 MINUTES TO THE
 GA3530'STATION IN THE
 GA3530'FENCE LINE AS DESCRIBED.
 GA3530'
 GA3530'THE STATION IS 60 FEET SOUTHEAST OF A WALNUT TREE, 11 FEET EAST OF A
 GA3530'TWIN-TRUNKED TULIP
 GA3530'POPLAR TREE AND IS SET IN AN EAST-WEST FENCE LINE.
 GA3530'THE SURFACE AND UNDERGROUND MARKS ARE
 GA3530'STANDARD TENNESSEE HIGHWAY
 GA3530'DEPARTMENT DISKS AND ARE STAMPED GOINS 1963.  THE
 GA3530'UNDERGROUND MARK IS
 GA3530'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA3530'10-INCH SQUARE,
 GA3530'FLUSH, CONCRETE MONUMENT.
 GA3530'
 GA3530'REFERENCE MARK NO. 1 IS 34 FEET SOUTH OF A FENCE CORNER, 21 FEET
 GA3530'SOUTHWEST OF A HICKORY TREE
 GA3530'AND 1 FOOT WEST OF A FENCE.  IT IS A STANDARD TENNESSEE
 GA3530'HIGHWAY DEPARTMENT DISK SET IN
 GA3530'A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3530'MONUMENT AND THE DISK IS STAMPED GOINS RM-1 1963.
 GA3530'
 GA3530'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF A WALNUT TREE AND 3 FEET
 GA3530'SOUTH OF A FENCE.  IT IS
 GA3530'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA3530'10-INCH SQUARE, FLUSH, CONCRETE
 GA3530'MONUMENT AND THE DISK IS STAMPED
 GA3530'GOINS RM-2 1963.
 GA3530'
 GA3530'THE AZIMUTH MARK IS 35 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GA3530'HIGHWAY 25E, 7 FEET
 GA3530'SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND
 GA3530'2.1 FEET WEST OF A WITNESS
 GA3530'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3530'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3530'FLUSH, CONCRETE MONUMENT AND
 GA3530'THE DISK IS STAMPED GOINS AZI 1963.
 GA3530'
 GA3530'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2600 ***********************************************************************
 GA2600  DESIGNATION -  GOINS AZ MK
 GA2600  PID         -  GA2600
 GA2600  STATE/COUNTY-  TN/CLAIBORNE
 GA2600  USGS QUAD   -  TAZEWELL (1971)
 GA2600
 GA2600                         *CURRENT SURVEY CONTROL
 GA2600  ___________________________________________________________________
 GA2600* NAD 83(1986)-  36 26 21.     (N)    083 34 03.     (W)     SCALED    
 GA2600* NAVD 88     -       411.335  (meters)    1349.52   (feet)  ADJUSTED  
 GA2600  ___________________________________________________________________
 GA2600  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2600  DYNAMIC HT  -         410.962 (meters)    1348.30  (feet)  COMP
 GA2600  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 GA2600
 GA2600  VERT ORDER  -  SECOND    CLASS 0
 GA2600
 GA2600.The horizontal coordinates were scaled from a topographic map and have
 GA2600.an estimated accuracy of +/- 6 seconds.
 GA2600
 GA2600.The orthometric height was determined by differential leveling
 GA2600.and adjusted by the National Geodetic Survey in June 1991..
 GA2600
 GA2600.The geoid height was determined by GEOID03.
 GA2600
 GA2600.The dynamic height is computed by dividing the NAVD 88
 GA2600.geopotential number by the normal gravity value computed on the
 GA2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2600.degrees latitude (g = 980.6199 gals.).
 GA2600
 GA2600.The modeled gravity was interpolated from observed gravity values.
 GA2600
 GA2600;                    North         East    Units  Estimated Accuracy
 GA2600;SPC TN       -   236,360.      818,080.      MT  (+/- 180 meters Scaled)
 GA2600
 GA2600                          SUPERSEDED SURVEY CONTROL
 GA2600
 GA2600  NGVD 29 (??/??/??)  411.51   (m)         1350.1    (f) RESET       3  
 GA2600
 GA2600.Superseded values are not recommended for survey control.
 GA2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2600.See file dsdata.txt to determine how the superseded data were derived.
 GA2600
 GA2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA698357(NAD 83)
 GA2600_MARKER: DD = SURVEY DISK
 GA2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2600_STAMPING: GOINS AZI 1963
 GA2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2600+STABILITY: SURFACE MOTION
 GA2600
 GA2600  HISTORY     - Date     Condition        Report By
 GA2600  HISTORY     - 1963     MONUMENTED       TNHD
 GA2600
 GA2600                          STATION DESCRIPTION
 GA2600
 GA2600'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2600'1 MI S FROM TAZEWELL.
 GA2600'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA2600'TAZEWELL, GO SOUTH ON U.S. HIGHWAY 25E FOR 0.95 MILES TO THE MARK
 GA2600'ON THE LEFT.  THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTERLINE
 GA2600'OF U.S. HIGHWAY 25E, 7 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 GA2600'DRIVE AND 2.1 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD
 GA2600'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2600'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1786 ***********************************************************************
 FE1786  DESIGNATION -  GOLD DUST BOLT
 FE1786  PID         -  FE1786
 FE1786  STATE/COUNTY-  TN/LAUDERDALE
 FE1786  USGS QUAD   -  GOLDDUST (1983)
 FE1786
 FE1786                         *CURRENT SURVEY CONTROL
 FE1786  ___________________________________________________________________
 FE1786* NAD 83(1986)-  35 44 06.     (N)    089 50 22.     (W)     SCALED    
 FE1786* NAVD 88     -        75.918  (meters)     249.07   (feet)  ADJUSTED  
 FE1786  ___________________________________________________________________
 FE1786  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1786  DYNAMIC HT  -          75.854 (meters)     248.86  (feet)  COMP
 FE1786  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 FE1786
 FE1786  VERT ORDER  -  SECOND    CLASS 0
 FE1786
 FE1786.The horizontal coordinates were scaled from a topographic map and have
 FE1786.an estimated accuracy of +/- 6 seconds.
 FE1786
 FE1786.The orthometric height was determined by differential leveling
 FE1786.and adjusted by the National Geodetic Survey in June 1991..
 FE1786
 FE1786.The geoid height was determined by GEOID03.
 FE1786
 FE1786.The dynamic height is computed by dividing the NAVD 88
 FE1786.geopotential number by the normal gravity value computed on the
 FE1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1786.degrees latitude (g = 980.6199 gals.).
 FE1786
 FE1786.The modeled gravity was interpolated from observed gravity values.
 FE1786
 FE1786;                    North         East    Units  Estimated Accuracy
 FE1786;SPC TN       -   162,330.      252,770.      MT  (+/- 180 meters Scaled)
 FE1786
 FE1786                          SUPERSEDED SURVEY CONTROL
 FE1786
 FE1786  NGVD 29 (??/??/??)   75.910  (m)          249.05   (f) ADJUSTED    2 0
 FE1786
 FE1786.Superseded values are not recommended for survey control.
 FE1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1786.See file dsdata.txt to determine how the superseded data were derived.
 FE1786
 FE1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE432582(NAD 83)
 FE1786_MARKER: B = BOLT
 FE1786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1786_SP_SET: TILE
 FE1786_STAMPING: SEE TEXT
 FE1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1786
 FE1786  HISTORY     - Date     Condition        Report By
 FE1786  HISTORY     - 1934     MONUMENTED       DOD
 FE1786  HISTORY     - 1956     GOOD             CGS
 FE1786
 FE1786                          STATION DESCRIPTION
 FE1786
 FE1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1786'1.5 MI NE FROM GOLDDUST.
 FE1786'0.6 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT GOLDDUST,
 FE1786'LAUDERDALE COUNTY, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD,
 FE1786'ABOUT 126 YARDS EAST OF A SHARP CURVE, 89 FEET FROM A POWER
 FE1786'POLE, 40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.8 FEET EAST
 FE1786'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 FE1786'THE ROAD.  A COPPER BOLT LEADED IN THE TOP OF A TILE ABOUT 3
 FE1786'FEET UNDERGROUND, ACCESS OF WHICH IS HAD THROUGH A 3-1/2-INCH
 FE1786'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 FE1786'CAP, STAMPED 31-3A 1934 ASHPORT - GOLD DUST DEDGING BASE LINE
 FE1786'STATION 213 - 73.56 AND PROJECTING 1.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1785 ***********************************************************************
 FE1785  DESIGNATION -  GOLD DUST CAP
 FE1785  PID         -  FE1785
 FE1785  STATE/COUNTY-  TN/LAUDERDALE
 FE1785  USGS QUAD   -  GOLDDUST (1983)
 FE1785
 FE1785                         *CURRENT SURVEY CONTROL
 FE1785  ___________________________________________________________________
 FE1785* NAD 83(1986)-  35 44 06.     (N)    089 50 22.     (W)     SCALED    
 FE1785* NAVD 88     -        77.116  (meters)     253.00   (feet)  ADJUSTED  
 FE1785  ___________________________________________________________________
 FE1785  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1785  DYNAMIC HT  -          77.051 (meters)     252.79  (feet)  COMP
 FE1785  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 FE1785
 FE1785  VERT ORDER  -  SECOND    CLASS 0
 FE1785
 FE1785.The horizontal coordinates were scaled from a topographic map and have
 FE1785.an estimated accuracy of +/- 6 seconds.
 FE1785
 FE1785.The orthometric height was determined by differential leveling
 FE1785.and adjusted by the National Geodetic Survey in June 1991..
 FE1785
 FE1785.The geoid height was determined by GEOID03.
 FE1785
 FE1785.The dynamic height is computed by dividing the NAVD 88
 FE1785.geopotential number by the normal gravity value computed on the
 FE1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1785.degrees latitude (g = 980.6199 gals.).
 FE1785
 FE1785.The modeled gravity was interpolated from observed gravity values.
 FE1785
 FE1785;                    North         East    Units  Estimated Accuracy
 FE1785;SPC TN       -   162,330.      252,770.      MT  (+/- 180 meters Scaled)
 FE1785
 FE1785                          SUPERSEDED SURVEY CONTROL
 FE1785
 FE1785  NGVD 29 (??/??/??)   77.108  (m)          252.98   (f) ADJUSTED    2 0
 FE1785
 FE1785.Superseded values are not recommended for survey control.
 FE1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1785.See file dsdata.txt to determine how the superseded data were derived.
 FE1785
 FE1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE432582(NAD 83)
 FE1785_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1785_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1785_STAMPING: SEE TEXT
 FE1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1785
 FE1785  HISTORY     - Date     Condition        Report By
 FE1785  HISTORY     - 1934     MONUMENTED       DOD
 FE1785  HISTORY     - 1956     GOOD             CGS
 FE1785  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1785
 FE1785                          STATION DESCRIPTION
 FE1785
 FE1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FE1785'1.5 MI NE FROM GOLDDUST.
 FE1785'0.6 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT GOLDDUST,
 FE1785'LAUDERDALE COUNTY, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, ABOUT
 FE1785'126 YARDS EAST OF A SHARP CURVE, 89 FEET FROM A POWER POLE, 40
 FE1785'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.8 FEET EAST OF A
 FE1785'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 FE1785'ROAD.  A 3-1/2-INCH IRON PIPE BEARING A CORPS OF ENGINEERS, U.S.
 FE1785'ARMY, STANDARD CAP, STAMPED 31-3A 1934 ASHPORT - GOLD DUST
 FE1785'DREDGING BASE LINE STATION 231 - 73.56 AND PROJECTING 1.2 FEET
 FE1785'ABOVE GROUND.
 FE1785
 FE1785                          STATION RECOVERY (2002)
 FE1785
 FE1785'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1515 ***********************************************************************
 GD1515  DESIGNATION -  GOLDEN
 GD1515  PID         -  GD1515
 GD1515  STATE/COUNTY-  TN/WEAKLEY
 GD1515  USGS QUAD   -  MC CONNELL (1983)
 GD1515
 GD1515                         *CURRENT SURVEY CONTROL
 GD1515  ___________________________________________________________________
 GD1515* NAD 83(1995)-  36 29 25.01144(N)    088 47 11.24318(W)     ADJUSTED  
 GD1515* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 GD1515  ___________________________________________________________________
 GD1515  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GD1515  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD1515
 GD1515  HORZ ORDER  -  SECOND
 GD1515
 GD1515.The horizontal coordinates were established by classical geodetic methods
 GD1515.and adjusted by the National Geodetic Survey in April 1999..
 GD1515
 GD1515.The orthometric height was scaled from a topographic map.
 GD1515
 GD1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1515
 GD1515.The geoid height was determined by GEOID03.
 GD1515
 GD1515;                    North         East     Units Scale Factor Converg.
 GD1515;SPC TN       -   242,871.618   350,357.370   MT  1.00001388   -1 37 52.7
 GD1515;SPC TN       -   796,821.30  1,149,464.14   sFT  1.00001388   -1 37 52.7
 GD1515;SPC KY1Z     - 1,021,846.706 1,227,921.606   MT  1.00019458   -1 51 51.4
 GD1515;SPC KY1Z     - 3,352,508.73  4,028,606.14   sFT  1.00019458   -1 51 51.4
 GD1515;SPC KY S     -   521,789.345   227,958.954   MT  1.00005300   -1 50 29.4
 GD1515;SPC KY S     - 1,711,903.88    747,895.33   sFT  1.00005300   -1 50 29.4
 GD1515;UTM  16      - 4,039,813.783   339,985.771   MT  0.99991547   -1 03 45.4
 GD1515
 GD1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1515!SPC TN       -   0.99997931  x   1.00001388  =   0.99999319
 GD1515!SPC KY1Z     -   0.99997931  x   1.00019458  =   1.00017388
 GD1515!SPC KY S     -   0.99997931  x   1.00005300  =   1.00003230
 GD1515!UTM  16      -   0.99997931  x   0.99991547  =   0.99989478
 GD1515
 GD1515|---------------------------------------------------------------------|
 GD1515| PID    Reference Object                     Distance      Geod. Az  |
 GD1515|                                                           dddmmss.s |
 GD1515| CG3386 GOLDEN RM 1                          50.713 METERS 01218     |
 GD1515| CG3387 GOLDEN RM 2                          37.085 METERS 09515     |
 GD1515| GD1519 MARTIN MUNICIPAL TANK               APPROX.17.3 KM 1984238.5 |
 GD1515| GD1546 FULTON BLACK BRICK CHIMNEY          APPROX. 9.3 KM 2871517.5 |
 GD1515| CG3385 GOLDEN AZ MK                                       3371417.4 |
 GD1515|---------------------------------------------------------------------|
 GD1515
 GD1515                          SUPERSEDED SURVEY CONTROL
 GD1515
 GD1515  NAD 83(1995)-  36 29 25.01152(N)    088 47 11.24356(W) AD(       ) 2
 GD1515  NAD 83(1995)-  36 29 25.02428(N)    088 47 11.24214(W) AD(       ) 2
 GD1515  NAD 83(1986)-  36 29 25.02504(N)    088 47 11.24188(W) AD(       ) 2
 GD1515  NAD 27      -  36 29 24.80800(N)    088 47 11.03700(W) AD(       ) 2
 GD1515
 GD1515.Superseded values are not recommended for survey control.
 GD1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1515.See file dsdata.txt to determine how the superseded data were derived.
 GD1515
 GD1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3998639814(NAD 83)
 GD1515_MARKER: DS = TRIANGULATION STATION DISK
 GD1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1515
 GD1515  HISTORY     - Date     Condition        Report By
 GD1515  HISTORY     - 1934     MONUMENTED       CGS
 GD1515  HISTORY     - 1967     GOOD             CGS
 GD1515
 GD1515                          STATION DESCRIPTION
 GD1515
 GD1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1515'ABOUT 4-1/2 MILES EAST BY SOUTH OF FULTON, ON HIGHEST GROUND ALONG
 GD1515'EAST-WEST FENCE LINE BETWEEN CULTIVATED FIELD AND PASTURE, NORTHWEST
 GD1515'OF THREE PEAR TREES, ON PROPERTY OF B. A. GOLDEN, ABOUT 100 YARDS
 GD1515'NORTH OF 38-FOOT WINDMILL BACK OF HIS HOUSE, 98.2 FEET
 GD1515'WEST-NORTHWEST OF 15-INCH PEAR TREE, AND 11.8 FEET NORTH OF FENCE
 GD1515'LINE.  TO REACH FROM JUNCTION OF U.S. ROUTES 45E AND 45W IN
 GD1515'FULTON, KY., FOLLOW ROUTE 45E SOUTH 1 BLOCK TO POINT WHERE HIGHWAY
 GD1515'MAKES TURN TO RIGHT, KEEP STRAIGHT AHEAD AND FOLLOW MAIN STRAIGHT
 GD1515'ROAD, STATE-LINE ROAD, 5.0 MILES TO T-ROAD RIGHT JUST AFTER
 GD1515'PASSING TWO STORES ON LEFT, TURN RIGHT SOUTH AND GO 0.9 MILE TO
 GD1515'GOLDENS HOUSE WITH WINDMILL AND STATION SITE.  SURFACE AND
 GD1515'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1515'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GD1515'DISKS IN CONCRETE.  NO. 1 IS 166.38 FEET FROM STATION
 GD1515'N 12 DEG 18 MIN E.  NO. 2, MARKED II, IS 10 FEET
 GD1515'SOUTHEAST OF SMALL PEACH TREE, 1 FOOT NORTH OF FENCE LINE, AND 121.67
 GD1515'FEET FROM STATION S 84 DEG 45 MIN E.  AZIMUTH MARK IS
 GD1515'IN NORTHWEST CORNER OF FIELD, 12 FEET EAST OF NORTH-SOUTH ROAD, 10
 GD1515'FEET SOUTH OF EAST-WEST LANE, AND APPROXIMATELY 0.25 MILE FROM
 GD1515'STATION N 22 DEG 46 MIN W.
 GD1515
 GD1515                          STATION RECOVERY (1967)
 GD1515
 GD1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1515'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1515'THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW
 GD1515'AND COMPLETE DESCRIPTION.
 GD1515'
 GD1515'THE STATION IS ABOUT 4.5 MILES EAST-SOUTHEAST OF FULTON, KENTUCKY ON
 GD1515'THE TOP OF A RATHER PROMINENT KNOLL IN OPEN PASTURE LAND ON THE
 GD1515'PROPERTY OF MR. FRANK PARISH.
 GD1515'
 GD1515'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 118 AND STATE
 GD1515'ROUTE 129 JUST WEST OF THE POST OFFICE IN DUKEDOM, GO WEST ON STATE
 GD1515'ROUTE 129 FOR 4.1 MILES TO COUNTY ROUTE R9212 ON THE LEFT.  HERE
 GD1515'TURN LEFT AND GO SOUTH ON COUNTY ROUTE R9212 FOR 0.6 OF A MILE TO A
 GD1515'LARGE METAL GATE ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 GD1515'CONTINUE SOUTH ON COUNTY ROUTE R2912 FOR 0.3 OF A MILE TO THE FARM
 GD1515'HOME OF MR.  FRANK PARISH AND SON ON THE LEFT, TURN LEFT AND GO EAST
 GD1515'ON A DRIVE FOR ABOUT 0.05 MILE TO A BARN AND THE END OF TRUCK
 GD1515'TRAVEL.  FROM THIS POINT PACK NORTHEASTERLY ACROSS TERRACED PASTURE
 GD1515'LAND FOR ABOUT 0.1 OF A MILE TO THE TOP OF THE KNOLL AND THE STATION
 GD1515'AS DESCRIBED.
 GD1515'
 GD1515'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF THE KNOLL WHERE IT
 GD1515'BREAKS SHARPLY DOWNWARD, 98 FEET WEST OF AN 18-INCH PEAR TREE AND
 GD1515'0.6 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1515'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1515'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED
 GD1515'GOLDEN 1934.
 GD1515'
 GD1515'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE KNOLL 166.38 FEET
 GD1515'FROM THE STATION, ABOUT 15 FEET BELOW THE STATION ELEVATION AND 0.6
 GD1515'OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1515'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1515'PROJECTS 12 INCHES AND THE DISK IS STAMPED GOLDEN NO 1 1934.
 GD1515'
 GD1515'REFERENCE MARK NO. 2 IS ON THE FIRST TERRACE LEVEL BELOW AND 121.67
 GD1515'FEET EAST OF THE STATION, 30 FEET NORTH OF AN 18-INCH PEAR TREE AND
 GD1515'0.6 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1515'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1515'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED GOLDEN NO
 GD1515'II 1934.
 GD1515'
 GD1515'DUE TO THE DIFFERENCE IN ELEVATIONS OF THE MARKS, NO EFFORT WAS MADE
 GD1515'TO MEASURE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2.
 GD1515'
 GD1515'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE SOUTH GATE POST OF A METAL
 GD1515'GATE, 18 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY ROUTE R9212,
 GD1515'1 FOOT SOUTHWEST OF A T FENCE CORNER POST, 1 FOOT WEST OF A FENCE,
 GD1515'AND 0.6 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1515'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD1515'CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS
 GD1515'STAMPED GOLDEN AZI 1934.
 GD1515'
 GD1515'NOTE - METAL WITNESS POSTS WERE SET AT ALL MARKS AT THE REQUEST OF
 GD1515'THE PROPERTY OWNER.
 GD1515'
 GD1515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4.5 MILES
 GD1515'EAST-SOUTHEAST OF FULTON, KENTUCKY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1118 ***********************************************************************
 GA1118  DESIGNATION -  GOOD
 GA1118  PID         -  GA1118
 GA1118  STATE/COUNTY-  TN/HAWKINS
 GA1118  USGS QUAD   -  STONY POINT (1971)
 GA1118
 GA1118                         *CURRENT SURVEY CONTROL
 GA1118  ___________________________________________________________________
 GA1118* NAD 83(1995)-  36 28 16.05241(N)    082 51 17.76594(W)     ADJUSTED  
 GA1118* NAVD 88     -       374.315  (meters)    1228.07   (feet)  ADJUSTED  
 GA1118  ___________________________________________________________________
 GA1118  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 GA1118  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1118  DYNAMIC HT  -         373.976 (meters)    1226.95  (feet)  COMP
 GA1118  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GA1118
 GA1118  HORZ ORDER  -  SECOND
 GA1118  VERT ORDER  -  SECOND    CLASS 0
 GA1118
 GA1118.The horizontal coordinates were established by classical geodetic methods
 GA1118.and adjusted by the National Geodetic Survey in April 1999..
 GA1118
 GA1118.The orthometric height was determined by differential leveling
 GA1118.and adjusted by the National Geodetic Survey in June 1991..
 GA1118
 GA1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1118
 GA1118.The geoid height was determined by GEOID03.
 GA1118
 GA1118.The dynamic height is computed by dividing the NAVD 88
 GA1118.geopotential number by the normal gravity value computed on the
 GA1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1118.degrees latitude (g = 980.6199 gals.).
 GA1118
 GA1118.The modeled gravity was interpolated from observed gravity values.
 GA1118
 GA1118;                    North         East     Units Scale Factor Converg.
 GA1118;SPC TN       -   241,720.655   881,828.755   MT  1.00001011   +1 50 28.5
 GA1118;SPC TN       -   793,045.18  2,893,133.17   sFT  1.00001011   +1 50 28.5
 GA1118;UTM  17      - 4,037,804.643   333,810.556   MT  0.99994029   -1 06 10.3
 GA1118
 GA1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1118!SPC TN       -   0.99994617  x   1.00001011  =   0.99995628
 GA1118!UTM  17      -   0.99994617  x   0.99994029  =   0.99988647
 GA1118
 GA1118:                Primary Azimuth Mark                     Grid Az
 GA1118:SPC TN       -  AND                                      060 49 49.5
 GA1118:UTM  17      -  AND                                      063 46 28.3
 GA1118
 GA1118|---------------------------------------------------------------------|
 GA1118| PID    Reference Object                     Distance      Geod. Az  |
 GA1118|                                                           dddmmss.s |
 GA1118| GA1122 AND                                 APPROX. 2.7 KM 0624018.0 |
 GA1118| GA1117 GOOD RM 1                            22.260 METERS 11021     |
 GA1118| GA1119 GOOD RM 2                            23.105 METERS 24548     |
 GA1118|---------------------------------------------------------------------|
 GA1118
 GA1118                          SUPERSEDED SURVEY CONTROL
 GA1118
 GA1118  NAD 83(1995)-  36 28 16.05519(N)    082 51 17.76836(W) AD(       ) 2
 GA1118  NAD 83(1995)-  36 28 16.06469(N)    082 51 17.78113(W) AD(       ) 2
 GA1118  NAD 83(1995)-  36 28 16.05904(N)    082 51 17.77026(W) AD(       ) 2
 GA1118  NAD 83(1986)-  36 28 16.06149(N)    082 51 17.77066(W) AD(       ) 2
 GA1118  NAD 27      -  36 28 15.71246(N)    082 51 18.18402(W) AD(       ) 2
 GA1118  NGVD 29 (??/??/92)  374.495  (m)         1228.66   (f) ADJ UNCH    2 0
 GA1118
 GA1118.Superseded values are not recommended for survey control.
 GA1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1118.See file dsdata.txt to determine how the superseded data were derived.
 GA1118
 GA1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3381137805(NAD 83)
 GA1118_MARKER: DD = SURVEY DISK
 GA1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1118_STAMPING: GOOD 1963
 GA1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1118+STABILITY: SURFACE MOTION
 GA1118
 GA1118  HISTORY     - Date     Condition        Report By
 GA1118  HISTORY     - 1963     MONUMENTED       TNHD
 GA1118  HISTORY     - 1964     GOOD             TNHD
 GA1118
 GA1118                          STATION DESCRIPTION
 GA1118
 GA1118'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1118'THE STATION IS LOCATED IN SURGOINSVILLE.
 GA1118'
 GA1118'TO REACH THE
 GA1118'STATION FROM THE POST OFFICE IN SURGOINSVILLE, GO 78 FEET
 GA1118'NORTHEAST ON U.S.  HIGHWAY 11W
 GA1118'TO A PAVED ROAD ON THE LEFT, TURN LEFT
 GA1118'AND GO 0.1 MILE NORTHWEST ON THE PAVED ROAD TO
 GA1118'THE JUNCTION OF
 GA1118'ANOTHER PAVED ROAD, TURN RIGHT AND GO 0.05 MILE NORTHEAST ON THE
 GA1118'PAVED ROAD TO
 GA1118'A PAVED ROAD ON THE LEFT, TURN LEFT AND GO 0.1 MILE
 GA1118'NORTHWEST ON THE PAVED ROAD TO
 GA1118'THE STATION ON THE LEFT AS DESCRIBED.
 GA1118'
 GA1118'THE STATION IS 65 FEET WEST OF THE APPROXIMATE CENTER OF A PAVED
 GA1118'ROAD, 62 FEET NORTH OF THE
 GA1118'NORTHWEST CORNER OF A BLOCK GARAGE, 14 FEET SOUTH
 GA1118'SOUTHEAST OF THE SOUTHEAST
 GA1118'CORNER OF A BLOCK GARAGE, 12 FEET
 GA1118'SOUTH-SOUTHEAST OF A A WIRE FENCE AND 11.3
 GA1118'FEET SOUTH-SOUTHEAST OF A
 GA1118'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA1118'TENNESSEE
 GA1118'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED GOOD
 GA1118'1963.  THE UNDERGROUND MARK
 GA1118'IS ABOUT 32-INCHES BELOW THE SURFACE.
 GA1118'THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA1118'FLUSH, CONCRETE
 GA1118'MONUMENT.
 GA1118'
 GA1118'REFERENCE MARK NO. 1 IS 27 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GA1118'A BLOCK GARAGE, 16 FEET
 GA1118'WEST OF THE APPROXIMATE CENTER OF A PAVED ROAD AND 12
 GA1118'FEET NORTH-NORTHWEST OF THE
 GA1118'APPROXIMATE CENTER OF A PAVED DRIVE.  IT
 GA1118'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1118'DISK SET IN A 10-INCH
 GA1118'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GOOD
 GA1118'RM-1 1963.
 GA1118'
 GA1118'REFERENCE MARK NO. 2 IS 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GA1118'A BLOCK GARAGE, 17 FEET
 GA1118'EAST OF A 4-INCH WALNUT TREE AND 2 FEET
 GA1118'SOUTH-SOUTHEAST OF A WIRE FENCE.
 GA1118'IT IS A STANDARD TENNESSEE HIGHWAY
 GA1118'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA1118'CONCRETE MONUMENT AND
 GA1118'THE DISK IS STAMPED GOOD RM-2 1963.
 GA1118'
 GA1118'THE SURGOINSVILLE MISSIONARY BAPTIST CHURCH SPIRE WILL BE USED AS THE
 GA1118'AZIMUTH MARK.  IT IS A
 GA1118'RED-BRICK BUILDING IN WHITE TRIM WITH A SMALL SPIRE AT
 GA1118'THE FRONT OF THE BUILDING.  IT
 GA1118'HAS A LIGHT GREEN ROOF WITH AN
 GA1118'OVER-ALL HEIGHT OF ABOUT 55 FEET.  THE POINT
 GA1118'OBSERVED WAS THE BALL AT
 GA1118'THE TOP OF THE SPIRE.
 GA1118'
 GA1118'TO REACH THE CHURCH FROM THE POST OFFICE IN SURGOINSVILLE, GO 78 FEET
 GA1118'NORTHEAST ON U.S.  HIGHWAY
 GA1118'11W TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO
 GA1118'0.1 MILE NORTHWEST TO THE
 GA1118'INTERSECTION OF A PAVED ROAD, TURN LEFT AND
 GA1118'GO 0.15 MILE WEST ON THE PAVED ROAD TO THE STATION ON THE RIGHT AS
 GA1118'DESCRIBED.
 GA1118'
 GA1118'ALL OBSERVATIONS WERE MADE FROM A 64-FOOT TOWER.
 GA1118
 GA1118                          STATION RECOVERY (1964)
 GA1118
 GA1118'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1118'IN SURGOINSVILLE.
 GA1118'TO REACH THE STATION FROM THE POST OFFICE IN SURGOINSVILLE, GO
 GA1118'78 FEET NORTHEAST ON U.S. HIGHWAY 11W TO A PAVED ROAD ON THE LEFT,
 GA1118'TURN LEFT AND GO 0.1 MILE NORTHWEST ON THE PAVED ROAD TO THE
 GA1118'JUNCTION OF ANOTHER PAVED ROAD, TURN RIGHT AND GO 0.05 MILE
 GA1118'NORTHEAST ON THE PAVED ROAD TO A PAVED ROAD ON THE LEFT, TURN
 GA1118'LEFT AND GO 0.1 MILE NORTHWEST ON THE PAVED ROAD TO THE STATION
 GA1118'ON THE LEFT.  THE STATION IS 65 FEET WEST OF THE APPROXIMATE
 GA1118'CENTER OF A PAVED ROAD, 62 FEET NORTH OF THE NORTHWEST CORNER
 GA1118'OF A BLOCK GARAGE, 14 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 GA1118'CORNER OF A BLOCK GARAGE, 12 FEET SOUTH-SOUTHEAST OF A WIRE FENCE
 GA1118'AND 11.3 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  THE MARK IS A
 GA1118'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1118'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1117 ***********************************************************************
 GA1117  DESIGNATION -  GOOD RM 1
 GA1117  PID         -  GA1117
 GA1117  STATE/COUNTY-  TN/HAWKINS
 GA1117  USGS QUAD   -  STONY POINT (1971)
 GA1117
 GA1117                         *CURRENT SURVEY CONTROL
 GA1117  ___________________________________________________________________
 GA1117* NAD 83(1986)-  36 28 15.     (N)    082 51 18.     (W)     SCALED    
 GA1117* NAVD 88     -       373.064  (meters)    1223.96   (feet)  ADJUSTED  
 GA1117  ___________________________________________________________________
 GA1117  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1117  DYNAMIC HT  -         372.727 (meters)    1222.86  (feet)  COMP
 GA1117  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GA1117
 GA1117  VERT ORDER  -  SECOND    CLASS 0
 GA1117
 GA1117.The horizontal coordinates were scaled from a topographic map and have
 GA1117.an estimated accuracy of +/- 6 seconds.
 GA1117
 GA1117.The orthometric height was determined by differential leveling
 GA1117.and adjusted by the National Geodetic Survey in June 1991..
 GA1117
 GA1117.The geoid height was determined by GEOID03.
 GA1117
 GA1117.The dynamic height is computed by dividing the NAVD 88
 GA1117.geopotential number by the normal gravity value computed on the
 GA1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1117.degrees latitude (g = 980.6199 gals.).
 GA1117
 GA1117.The modeled gravity was interpolated from observed gravity values.
 GA1117
 GA1117;                    North         East    Units  Estimated Accuracy
 GA1117;SPC TN       -   241,690.      881,820.      MT  (+/- 180 meters Scaled)
 GA1117
 GA1117                          SUPERSEDED SURVEY CONTROL
 GA1117
 GA1117  NGVD 29 (??/??/92)  373.245  (m)         1224.55   (f) ADJ UNCH    2 0
 GA1117
 GA1117.Superseded values are not recommended for survey control.
 GA1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1117.See file dsdata.txt to determine how the superseded data were derived.
 GA1117
 GA1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA338377(NAD 83)
 GA1117_MARKER: DD = SURVEY DISK
 GA1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1117_STAMPING: GOOD RM-1 1963
 GA1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1117+STABILITY: SURFACE MOTION
 GA1117
 GA1117  HISTORY     - Date     Condition        Report By
 GA1117  HISTORY     - 1963     MONUMENTED       TNHD
 GA1117  HISTORY     - 1964     GOOD             TNHD
 GA1117
 GA1117                          STATION DESCRIPTION
 GA1117
 GA1117'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1117'IN SURGOINSVILLE.
 GA1117'THE MARK IS LOCATED AT THE GOOD 1963 STATION SITE, 27 FEET
 GA1117'NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK GARAGE, 16 FEET
 GA1117'WEST OF THE APPROXIMATE CENTER OF A PAVED ROAD AND 12 FEET
 GA1117'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED DRIVE.  THE
 GA1117'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1117'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1119 ***********************************************************************
 GA1119  DESIGNATION -  GOOD RM 2
 GA1119  PID         -  GA1119
 GA1119  STATE/COUNTY-  TN/HAWKINS
 GA1119  USGS QUAD   -  STONY POINT (1971)
 GA1119
 GA1119                         *CURRENT SURVEY CONTROL
 GA1119  ___________________________________________________________________
 GA1119* NAD 83(1986)-  36 28 15.     (N)    082 51 18.     (W)     SCALED    
 GA1119* NAVD 88     -       373.133  (meters)    1224.19   (feet)  ADJUSTED  
 GA1119  ___________________________________________________________________
 GA1119  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1119  DYNAMIC HT  -         372.796 (meters)    1223.08  (feet)  COMP
 GA1119  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 GA1119
 GA1119  VERT ORDER  -  SECOND    CLASS 0
 GA1119
 GA1119.The horizontal coordinates were scaled from a topographic map and have
 GA1119.an estimated accuracy of +/- 6 seconds.
 GA1119
 GA1119.The orthometric height was determined by differential leveling
 GA1119.and adjusted by the National Geodetic Survey in June 1991..
 GA1119
 GA1119.The geoid height was determined by GEOID03.
 GA1119
 GA1119.The dynamic height is computed by dividing the NAVD 88
 GA1119.geopotential number by the normal gravity value computed on the
 GA1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1119.degrees latitude (g = 980.6199 gals.).
 GA1119
 GA1119.The modeled gravity was interpolated from observed gravity values.
 GA1119
 GA1119;                    North         East    Units  Estimated Accuracy
 GA1119;SPC TN       -   241,690.      881,820.      MT  (+/- 180 meters Scaled)
 GA1119
 GA1119                          SUPERSEDED SURVEY CONTROL
 GA1119
 GA1119  NGVD 29 (??/??/92)  373.314  (m)         1224.78   (f) ADJ UNCH    2 0
 GA1119
 GA1119.Superseded values are not recommended for survey control.
 GA1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1119.See file dsdata.txt to determine how the superseded data were derived.
 GA1119
 GA1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA338377(NAD 83)
 GA1119_MARKER: DD = SURVEY DISK
 GA1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1119_STAMPING: GOOD RM-2 1963
 GA1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1119+STABILITY: SURFACE MOTION
 GA1119
 GA1119  HISTORY     - Date     Condition        Report By
 GA1119  HISTORY     - 1963     MONUMENTED       TNHD
 GA1119  HISTORY     - 1964     GOOD             TNHD
 GA1119
 GA1119                          STATION DESCRIPTION
 GA1119
 GA1119'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1119'IN SURGOINSVILLE.
 GA1119'THE MARK IS LOCATED AT THE GOOD 1963 STATION SITE, 44 FEET
 GA1119'SOUTHWEST OF THE SOUTHWEST CORNER OF A BLOCK GARAGE, 17 FEET
 GA1119'EAST OF A 4-INCH WALNUT TREE AND 2 FEET SOUTH-SOUTHEAST OF A WIRE
 GA1119'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA1119'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1535 ***********************************************************************
 FD1535  DESIGNATION -  GOODSPRING
 FD1535  PID         -  FD1535
 FD1535  STATE/COUNTY-  TN/GILES
 FD1535  USGS QUAD   -  PULASKI (1984)
 FD1535
 FD1535                         *CURRENT SURVEY CONTROL
 FD1535  ___________________________________________________________________
 FD1535* NAD 83(1995)-  35 08 35.46571(N)    087 06 25.48294(W)     ADJUSTED  
 FD1535* NAVD 88     -       311.7    (meters)    1023.     (feet)  VERTCON   
 FD1535  ___________________________________________________________________
 FD1535  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FD1535  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FD1535
 FD1535  HORZ ORDER  -  SECOND
 FD1535
 FD1535.The horizontal coordinates were established by classical geodetic methods
 FD1535.and adjusted by the National Geodetic Survey in April 1999..
 FD1535
 FD1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1535
 FD1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1535
 FD1535.The geoid height was determined by GEOID03.
 FD1535
 FD1535;                    North         East     Units Scale Factor Converg.
 FD1535;SPC TN       -    90,424.534   499,113.264   MT  1.00002057   -0 38 53.3
 FD1535;SPC TN       -   296,667.83  1,637,507.43   sFT  1.00002057   -0 38 53.3
 FD1535;UTM  16      - 3,888,927.162   490,245.951   MT  0.99960117   -0 03 41.9
 FD1535
 FD1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1535!SPC TN       -   0.99995541  x   1.00002057  =   0.99997598
 FD1535!UTM  16      -   0.99995541  x   0.99960117  =   0.99955660
 FD1535
 FD1535|---------------------------------------------------------------------|
 FD1535| PID    Reference Object                     Distance      Geod. Az  |
 FD1535|                                                           dddmmss.s |
 FD1535| FD1540 GOODSPRING RM 1                      19.333 METERS 22124     |
 FD1535| CG5878 GOODSPRING RM 1 OLD                  19.215 METERS 22139     |
 FD1535| CG5877 GOODSPRING AZ MK                                   2311232.3 |
 FD1535| CG5879 GOODSPRING RM 2                      17.090 METERS 32144     |
 FD1535|---------------------------------------------------------------------|
 FD1535
 FD1535                          SUPERSEDED SURVEY CONTROL
 FD1535
 FD1535  NAD 83(1995)-  35 08 35.46639(N)    087 06 25.48352(W) AD(       ) 2
 FD1535  NAD 83(1995)-  35 08 35.47310(N)    087 06 25.48582(W) AD(       ) 2
 FD1535  NAD 83(1986)-  35 08 35.47554(N)    087 06 25.48528(W) AD(       ) 2
 FD1535  NAD 27      -  35 08 35.18300(N)    087 06 25.44600(W) AD(       ) 2
 FD1535  NGVD 29 (07/19/86)  311.6    (m)         1022.     (f) VERT ANG       
 FD1535
 FD1535.Superseded values are not recommended for survey control.
 FD1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1535.See file dsdata.txt to determine how the superseded data were derived.
 FD1535
 FD1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9024688927(NAD 83)
 FD1535_MARKER: DS = TRIANGULATION STATION DISK
 FD1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1535
 FD1535  HISTORY     - Date     Condition        Report By
 FD1535  HISTORY     - 1934     MONUMENTED       CGS
 FD1535  HISTORY     - 1962     GOOD             CGS
 FD1535  HISTORY     - 1979     GOOD             NGS
 FD1535
 FD1535                          STATION DESCRIPTION
 FD1535
 FD1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1535'ABOUT 6 MILES SOUTHWEST OF PULASKI, 0.5 MILE FROM GOOD SPRING POST
 FD1535'OFFICE, AND IN
 FD1535'YARD OF CHESTNUT GROVE CHURCH.  TO REACH FROM
 FD1535'COURTHOUSE IN PULASKI, FOLLOW
 FD1535'STATE ROUTE 11 SOUTH 7.2 MILES (OR 0.7
 FD1535'MILE BEYOND GOOD SPRING POST OFFICE), TURN
 FD1535'SHARPLY TO RIGHT AT TOP OF
 FD1535'LONG GRADE, PROCEED 0.45 MILE AND TURN RIGHT, AND CONTINUE
 FD1535'ABOUT 200 YARDS
 FD1535'TO CHESTNUT GROVE CHURCH AND STATION SITE.  STATION IS AT NORTH
 FD1535'CORNER OF YARD, 34.6
 FD1535'FEET NORTH OF NORTHWEST CORNER OF CHURCH, 66
 FD1535'FEET NORTH-NORTHEAST OF 24-INCH WHITE
 FD1535'OAK, AND 15.5 FEET SOUTHWEST OF
 FD1535'WIRE FENCE AROUND CEMETERY.  SURFACE AND UNDERGROUND
 FD1535'MARKS ARE
 FD1535'STANDARD STATION DISKS IN CONCRETE.  REFERENCE AND
 FD1535'AZIMUTH MARKS ARE
 FD1535'STANDARD REFERENCE DISKS IN CONCRETE.  NO
 FD1535'1 IS 22 FEET WEST OF CHURCH, 5 FEET
 FD1535'NORTHWEST OF 24-INCH WHITE OAK,
 FD1535'AND 19.215 METERS (63.04 FEET) FROM STATION
 FD1535'S 41 DEG 39 MIN W.  NO
 FD1535'2 IS AT NORTHWEST EDGE OF YARD, ABOUT 60 FEET WEST-NORTHWEST OF
 FD1535'NORTHWEST CORNER OF
 FD1535'CHURCH, AND 17.109 METERS (56.13 FEET) FROM
 FD1535'STATION N 38 DEG 16 MIN W.
 FD1535'DISTANCE BETWEEN REFERENCE MARKS
 FD1535'NO 1 AND NO 2 IS 68.00 FEET.  AZIMUTH MARK IS IN
 FD1535'SOUTHWEST CORNER OF
 FD1535'OLD CHURCHYARD, ABOUT 70 YARDS SOUTH-SOUTHWEST OF CHURCH, 22 FEET
 FD1535'NORTH OF COUNTY
 FD1535'ROAD, AND 0.3 MILE FROM STATION S 51 DEG 13 MIN W.
 FD1535'BEARING FROM STATION
 FD1535'TO SPIRE OF OLD CHURCH, DISTANT 0.3
 FD1535'MILE, IS S 48 DEG 30 MIN W.
 FD1535
 FD1535                          STATION RECOVERY (1962)
 FD1535
 FD1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1535'THE STATION, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE RECOVERED
 FD1535'AND FOUND IN GOOD
 FD1535'CONDITION.  REFERENCE MARK NO 1 HAS BEEN DISTURBED AND THE
 FD1535'ARROW NO LONGER POINTS TO
 FD1535'THE STATION, THE HORIZONTAL DISTANCE FROM
 FD1535'THE STATION IS NOW 63.44 FEET INSTEAD OF
 FD1535'63.04 FEET, AND THE
 FD1535'HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 1 AND
 FD1535'REFERENCE MARK NO
 FD1535'2 IS NOW 68.32 FEET INSTEAD OF 68.00 FEET.  HOWEVER THE MARK IS SOLID
 FD1535'AND IT WAS NOT
 FD1535'DISTURBED, BUT LEFT AS A REFERENCE POINT ONLY.  WHEN
 FD1535'THE LEAVES FALL FROM TREES IN
 FD1535'LINE TO THE AZIMUTH MARK LATER IN THE
 FD1535'SEASON, AN ATTEMPT WILL BE MADE TO MOVE THE
 FD1535'STATION.  THE CHURCH HAS
 FD1535'BEEN MOVED, THE CEMETERY EXTENDED, AND THE STATION IS NOW IN
 FD1535'SUCH LOCATION
 FD1535'THAT A STEEL SIGNAL COULD NOT BE ERECTED OVER THE MARK
 FD1535'WITHOUT THE CERTAIN DANGER
 FD1535'OF DISTURBING NEARBY GRAVES.  THE ORIGINAL
 FD1535'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING
 FD1535'IS A NEW AND COMPLETE
 FD1535'DESCRIPTION OF THE STATION AT THIS TIME.
 FD1535'
 FD1535'STATION IS IN THE CEMETERY AT THE CHESTNUT GROVE METHODIST CHURCH,
 FD1535'ABOUT 6 MILES SOUTHWEST
 FD1535'OF PULASKI AND 0.5 MILE SOUTHWEST OF GOODSPRING.
 FD1535'
 FD1535'TO REACH FROM THE JUNCTION OF US S HIGHWAYS 31, 31A AND 64, JUST WEST
 FD1535'OF THE POST OFFICE IN
 FD1535'PULASKI, GO WEST ON U S HIGHWAY 64 FOR 0.3 MILE TO THE
 FD1535'JUNCTION OF STATE ROUTE 11 ON THE
 FD1535'LEFT.  HERE TURN LEFT ON STATE
 FD1535'ROUTE 11 AND GO SOUTHWESTERLY TOWARD MINOR HILL FOR
 FD1535'6.2 MILES TO THE
 FD1535'GOOD SPRING GROCERY AND POST OFFICE.  CONTINUE SOUTHWESTERLY ON STATE
 FD1535'ROUTE 11 FOR 0.7
 FD1535'MILE TO THE TOP OF A STEEP GRADE, A SHELL SERVICE
 FD1535'STATION ON THE LEFT, AND AN OILED
 FD1535'ROAD SHARP RIGHT, TURN SHARP RIGHT
 FD1535'AND GO NORTHWEST AND WEST ON THIS OILED ROAD FOR
 FD1535'0.45 MILE TO A
 FD1535'GRAVELED ROAD RIGHT AT SIGN CHESTNUT GROVE METHODIST CHURCH, TURN
 FD1535'RIGHT, NORTH, ON
 FD1535'GRAVELED ROAD FOR 0.1 MILE TO THE CHURCH AND STATION
 FD1535'IN THE CEMETERY.
 FD1535'
 FD1535'THE STATION IS 48 FEET SOUTH OF A TWIN TRUNKED, WILD CHERRY TREE, 41
 FD1535'FEET WEST OF A 12-INCH
 FD1535'CEDAR TREE, 18 FEET EAST OF THE SOUTHEAST CORNER OF THE
 FD1535'CHURCH, 14 FEET NORTHEAST OF
 FD1535'THE CENTER OF THE CEMETERY GATE, 9 FEET
 FD1535'EAST OF THE CEMETERY FENCE, AND JUST NORTH OF
 FD1535'TWO GRAVES.  IT IS A
 FD1535'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1535'MONUMENT THAT
 FD1535'PROJECTS 5 INCHES AND THE DISK IS STAMPED GOOD SPRING 1934.
 FD1535'
 FD1535'REFERENCE MARK NO 1 IS 48 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FD1535'CHURCH, 45 FEET NORTHEAST
 FD1535'OF AN 8-INCH CEDAR TREE, 31 FEET WEST OF THE CEMETERY
 FD1535'FENCE AND IN A GRASSY AREA OF A
 FD1535'CIRCULAR DRIVE.  IT IS A STANDARD
 FD1535'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1535'MONUMENT THAT
 FD1535'PROJECTS 5 INCHES AND THE DISK IS STAMPED GOOD SPRING NO 1 1934.
 FD1535'
 FD1535'REFERENCE MARK NO 2 COULD NOT BE MEASURED AS THE CHURCH BUILDING IS
 FD1535'NOW BETWEEN IT AND THE
 FD1535'STATION.  IT IS 21 FEET NORTH OF THE SOUTHWEST CORNER OF
 FD1535'THE CHURCH, 14 FEET NORTH OF
 FD1535'A TWIN TRUNKED OAK TREE AND 8 FEET SOUTH
 FD1535'OF THE SOUTH WALL OF THE CHURCH.  IT IS A
 FD1535'STANDARD DISK SET IN THE
 FD1535'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FD1535'INCHES AND THE
 FD1535'DISK IS STAMPED GOOD SPRING NO 2 1934.
 FD1535'
 FD1535'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION, 181 FEET
 FD1535'EAST OF A DRIVEWAY INTO A
 FD1535'HOUSE, 161 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FD1535'A BLOCK BUILDING, 30 FEET NORTH OF
 FD1535'THE APPROXIMATE CENTER OF AN OILED
 FD1535'ROAD, 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 FD1535'SIGN, AND DIRECTLY
 FD1535'UNDER A TELEPHONE LINE.  IT IS A STANDARD REFERENCE MARK DISK SET
 FD1535'IN THE TOP OF A
 FD1535'10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FD1535'SURFACE OF THE GROUND AND THE
 FD1535'DISK IS STAMPED GOOD SPRING AZI 1934.
 FD1535'
 FD1535'TO REACH THE AZIMUTH MARK FROM THE SIGN CHESTNUT GROVE METHODIST
 FD1535'CHURCH, 0.1 MILE SOUTH OF
 FD1535'THE STATION, GO WEST ON THE OILED ROAD PASSING A
 FD1535'COLORED SCHOOL ON THE LEFT, FOR
 FD1535'0.15 MILE TO A DRIVE LEADING INTO A
 FD1535'BLOCK BUILDING ON THE RIGHT, CONTINUE WEST FOR
 FD1535'ABOUT 0.05 MILE TO A
 FD1535'BANK ON THE RIGHT AND THE MARK AT TOP OF BANK NEAR THE SOUTHWEST
 FD1535'CORNER OF A
 FD1535'CLEARING.
 FD1535
 FD1535                          STATION RECOVERY (1979)
 FD1535
 FD1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1535'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FD1535'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 FD1535'REFERENCE MARK 1 CHECKED FAVORABLY WITH THE 1962 DISTANCE.
 FD1535'THE DISTANCE TO REFERENCE MARK 2 WAS NOTED TO BE SHORTER BY 0.02
 FD1535'FOOT.
 FD1535'A COMPLETE DESCRIPTION FOLLOWS.
 FD1535'
 FD1535'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PULASKI,
 FD1535'1/2 MILE SOUTHWEST OF GOODSPRING, AND AT THE CHESTNUT GROVE
 FD1535'METHODIST CEMETERY.  PERMISSION WAS OBTAINED FROM
 FD1535'MR. LEE H. NEWTON, ROUTE 1, PULASKI, TN 38478.
 FD1535'TELEPHONE NUMBER 615-363-2080.
 FD1535'
 FD1535'TO REACH THE STATION FROM THE POST OFFICE AND GROCERY STORE
 FD1535'IN GOODSPRING, GO SOUTH ON STATE ROUTE 11 FOR 0.6 MILE TO
 FD1535'THE TOP OF A HILL AND A CROSSROAD.  TURN SHARP RIGHT AND
 FD1535'GO NORTHWEST AND WEST FOR 0.45 MILE TO A PAVED SIDE ROAD
 FD1535'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 FD1535'CEMETERY AND THE STATION ON THE RIGHT.
 FD1535'
 FD1535'THE STATION IS A STANDARD CGS DISK
 FD1535'STAMPED---GOODSPRING 1934---,
 FD1535'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1535'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1535'17 FEET SOUTH-SOUTHEAST FROM THE ABERNATHY GRAVE STONE MARKER
 FD1535'CENTER AND
 FD1535'8.4 FEET NORTHEAST FROM THE STAFFORD GRAVE STONE MARKER CENTER.
 FD1535'
 FD1535'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 FD1535'STAMPED---GOODSPRING NO 1 1934---,
 FD1535'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1535'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1535'89.0 FEET NORTH FROM A EAST GATE POST OF FENCE AND
 FD1535'53.5 FEET SOUTHWEST FROM THE STAFFORD GRAVE STONE MARKER CENTER.
 FD1535'MARK IS BELOW STATION 0.4 METERS.
 FD1535'
 FD1535'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 FD1535'STAMPED---GOODSPRING NO 2 1934---,
 FD1535'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1535'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1535'64.4 FEET WEST FROM THE ABERNATHY GRAVE STONE MARKER CENTER AND
 FD1535'53.0 FEET WEST-NORTHWEST FROM THE STAFFORD GRAVE STONE MARKER
 FD1535'CENTER.
 FD1535'MARK IS LEVEL WITH STATION.
 FD1535'
 FD1535'AZIMUTH MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK
 FD1535'STAMPED---GOODSPRING AZI 1934---,
 FD1535'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1535'FLUSH WITH GROUND.  IT IS LOCATED
 FD1535'39.5 FEET SOUTHWEST FROM A 30-INCH OAK TREE,
 FD1535'29.5 FEET NORTH FROM THE CENTER OF A PAVED ROAD, AND
 FD1535'1.0 FEET SOUTH FROM A METAL WITNESS POST.
 FD1535'
 FD1535'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH FOR 0.1 MILE
 FD1535'TO A T-INTERSECTION.  TURN RIGHT AND GO WEST FOR 0.2 MILE
 FD1535'TO THE MARK ON THE RIGHT.
 FD1535'
 FD1535'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FD1535'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND AT THE STATION.
 FD1535'NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1540 ***********************************************************************
 FD1540  DESIGNATION -  GOODSPRING RM 1
 FD1540  PID         -  FD1540
 FD1540  STATE/COUNTY-  TN/GILES
 FD1540  USGS QUAD   -  PULASKI (1984)
 FD1540
 FD1540                         *CURRENT SURVEY CONTROL
 FD1540  ___________________________________________________________________
 FD1540* NAD 83(1995)-  35 08 34.99515(N)    087 06 25.98803(W)     ADJUSTED  
 FD1540* NAVD 88     -       311.3    (meters)    1021.     (feet)  VERTCON   
 FD1540  ___________________________________________________________________
 FD1540  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FD1540  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FD1540
 FD1540  HORZ ORDER  -  SECOND
 FD1540
 FD1540.The horizontal coordinates were established by classical geodetic methods
 FD1540.and adjusted by the National Geodetic Survey in April 1999..
 FD1540
 FD1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1540
 FD1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1540
 FD1540.The geoid height was determined by GEOID03.
 FD1540
 FD1540;                    North         East     Units Scale Factor Converg.
 FD1540;SPC TN       -    90,410.178   499,100.315   MT  1.00002059   -0 38 53.6
 FD1540;SPC TN       -   296,620.73  1,637,464.95   sFT  1.00002059   -0 38 53.6
 FD1540;UTM  16      - 3,888,912.680   490,233.155   MT  0.99960118   -0 03 42.2
 FD1540
 FD1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1540!SPC TN       -   0.99995547  x   1.00002059  =   0.99997606
 FD1540!UTM  16      -   0.99995547  x   0.99960118  =   0.99955667
 FD1540
 FD1540|---------------------------------------------------------------------|
 FD1540| PID    Reference Object                     Distance      Geod. Az  |
 FD1540|                                                           dddmmss.s |
 FD1540| FD1535 GOODSPRING                           19.333 METERS 04124     |
 FD1540| CG5879 GOODSPRING RM 2                      20.816 METERS 35112     |
 FD1540|---------------------------------------------------------------------|
 FD1540
 FD1540                          SUPERSEDED SURVEY CONTROL
 FD1540
 FD1540  NAD 83(1995)-  35 08 34.99561(N)    087 06 25.98831(W) AD(       ) 2
 FD1540  NAD 83(1995)-  35 08 35.00269(N)    087 06 25.99112(W) AD(       ) 2
 FD1540  NAD 83(1986)-  35 08 35.00497(N)    087 06 25.99039(W) AD(       ) 2
 FD1540  NAD 27      -  35 08 34.71422(N)    087 06 25.95352(W) AD(       ) 2
 FD1540  NGVD 29 (07/19/86)  311.2    (m)         1021.     (f) VERT ANG       
 FD1540
 FD1540.Superseded values are not recommended for survey control.
 FD1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1540.See file dsdata.txt to determine how the superseded data were derived.
 FD1540
 FD1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9023388913(NAD 83)
 FD1540_MARKER: DR = REFERENCE MARK DISK
 FD1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1540_MARK LOGO: CGS   
 FD1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1540+STABILITY: SURFACE MOTION
 FD1540
 FD1540  HISTORY     - Date     Condition        Report By
 FD1540  HISTORY     - 1979     MONUMENTED       NGS
 FD1540
 FD1540                          STATION DESCRIPTION
 FD1540
 FD1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1540'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PULASKI,
 FD1540'1/2 MILE SOUTHWEST OF GOODSPRING, AND AT THE CHESTNUT GROVE
 FD1540'METHODIST CEMETERY.  PERMISSION WAS OBTAINED FROM
 FD1540'MR. LEE H. NEWTON, ROUTE 1, PULASKI, TN 38478.
 FD1540'TELEPHONE NUMBER 615-363-2080.
 FD1540'
 FD1540'TO REACH THE STATION FROM THE POST OFFICE AND GROCERY STORE
 FD1540'IN GOODSPRING, GO SOUTH ON STATE ROUTE 11 FOR 0.6 MILE TO
 FD1540'THE TOP OF A HILL AND A CROSSROAD.  TURN SHARP RIGHT AND
 FD1540'GO NORTHWEST AND WEST FOR 0.45 MILE TO A PAVED SIDE ROAD
 FD1540'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 FD1540'CEMETERY AND THE STATION ON THE RIGHT.
 FD1540'
 FD1540'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 FD1540'STAMPED---GOODSPRING NO 1 1934---,
 FD1540'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1540'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1540'89.0 FEET NORTH FROM A EAST GATE POST OF FENCE AND
 FD1540'53.5 FEET SOUTHWEST FROM THE STAFFORD GRAVE STONE MARKER CENTER.
 FD1540'
 FD1540'REFERENCE MARK NUMBER 1 IS A STANDARD CGS TRIANGULATION STATION DISK
 FD1540'STAMPED---GOODSPRING 1934---,
 FD1540'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1540'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1540'17 FEET SOUTH-SOUTHEAST FROM THE ABERNATHY GRAVE STONE MARKER
 FD1540'CENTER AND
 FD1540'8.4 FEET NORTHEAST FROM THE STAFFORD GRAVE STONE MARKER CENTER.
 FD1540'
 FD1540'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 FD1540'STAMPED---GOODSPRING NO 2 1934---,
 FD1540'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 FD1540'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED
 FD1540'64.4 FEET WEST FROM THE ABERNATHY GRAVE STONE MARKER CENTER AND
 FD1540'53.0 FEET WEST-NORTHWEST FROM THE STAFFORD GRAVE STONE MARKER
 FD1540'CENTER.
 FD1540'MARK IS LEVEL WITH STATION.
 FD1540'
 FD1540'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.2 METERS.
 FD1540'G-MAST USED AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0540 ***********************************************************************
 FD0540  DESIGNATION -  GOOSE
 FD0540  PID         -  FD0540
 FD0540  STATE/COUNTY-  TN/WILLIAMSON
 FD0540  USGS QUAD   -  BETHESDA (1982)
 FD0540
 FD0540                         *CURRENT SURVEY CONTROL
 FD0540  ___________________________________________________________________
 FD0540* NAD 83(1995)-  35 51 35.65000(N)    086 49 51.65733(W)     ADJUSTED  
 FD0540* NAVD 88     -       223.358  (meters)     732.80   (feet)  ADJUSTED  
 FD0540  ___________________________________________________________________
 FD0540  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FD0540  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0540  DYNAMIC HT  -         223.160 (meters)     732.15  (feet)  COMP
 FD0540  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0540
 FD0540  HORZ ORDER  -  SECOND
 FD0540  VERT ORDER  -  SECOND    CLASS 0
 FD0540
 FD0540.The horizontal coordinates were established by classical geodetic methods
 FD0540.and adjusted by the National Geodetic Survey in April 1999..
 FD0540
 FD0540.The orthometric height was determined by differential leveling
 FD0540.and adjusted by the National Geodetic Survey in June 1991..
 FD0540
 FD0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0540
 FD0540.The geoid height was determined by GEOID03.
 FD0540
 FD0540.The dynamic height is computed by dividing the NAVD 88
 FD0540.geopotential number by the normal gravity value computed on the
 FD0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0540.degrees latitude (g = 980.6199 gals.).
 FD0540
 FD0540.The modeled gravity was interpolated from observed gravity values.
 FD0540
 FD0540;                    North         East     Units Scale Factor Converg.
 FD0540;SPC TN       -   169,690.009   524,945.007   MT  0.99994850   -0 29 11.4
 FD0540;SPC TN       -   556,724.64  1,722,257.08   sFT  0.99994850   -0 29 11.4
 FD0540;UTM  16      - 3,968,422.985   515,257.032   MT  0.99960287   +0 05 56.4
 FD0540
 FD0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0540!SPC TN       -   0.99996943  x   0.99994850  =   0.99991793
 FD0540!UTM  16      -   0.99996943  x   0.99960287  =   0.99957231
 FD0540
 FD0540|---------------------------------------------------------------------|
 FD0540| PID    Reference Object                     Distance      Geod. Az  |
 FD0540|                                                           dddmmss.s |
 FD0540| FD0539 GOOSE RM 1                            8.705 METERS 00937     |
 FD0540| FD0543 CALLIE                              APPROX. 3.6 KM 1842712.5 |
 FD0540| FD0541 GOOSE RM 2                            7.331 METERS 19746     |
 FD0540|---------------------------------------------------------------------|
 FD0540
 FD0540                          SUPERSEDED SURVEY CONTROL
 FD0540
 FD0540  NAD 83(1995)-  35 51 35.65223(N)    086 49 51.65837(W) AD(       ) 2
 FD0540  NAD 83(1986)-  35 51 35.66075(N)    086 49 51.65961(W) AD(       ) 2
 FD0540  NAD 27      -  35 51 35.42060(N)    086 49 51.65610(W) AD(       ) 2
 FD0540  NGVD 29 (??/??/92)  223.340  (m)          732.74   (f) ADJ UNCH    2 0
 FD0540
 FD0540.Superseded values are not recommended for survey control.
 FD0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0540.See file dsdata.txt to determine how the superseded data were derived.
 FD0540
 FD0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1525768423(NAD 83)
 FD0540_MARKER: DE = TRAVERSE STATION DISK
 FD0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0540_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0540_STAMPING: GOOSE 1960
 FD0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0540
 FD0540  HISTORY     - Date     Condition        Report By
 FD0540  HISTORY     - 1960     MONUMENTED       CGS
 FD0540  HISTORY     - 1960     GOOD             CGS
 FD0540
 FD0540                          STATION DESCRIPTION
 FD0540
 FD0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0540'THE STATION IS LOCATED ON PROPERTY OWNED BY MR H P MENTON, 5 MILES
 FD0540'SOUTHEAST OF FRANKLIN AND
 FD0540'0.1 MILE EAST OF THE MENTON RESIDENCE.
 FD0540'
 FD0540'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 31 AND U S
 FD0540'HIGHWAY 431 AND THE POST
 FD0540'OFFICE IN FRANKLIN, GO SOUTHEAST AND SOUTH ON U S
 FD0540'HIGHWAY 431 FOR 5.0 MILES TO
 FD0540'THE GOOSE CREEK ROAD LEFT, (JUST PAST A
 FD0540'SMALL BRIDGE) TURN LEFT, EAST, FOR 0.85 MILE TO
 FD0540'A NORTH AND SOUTH
 FD0540'FENCE ON THE LEFT AND STATION 149 FEET NORTH OF A T FENCE CORNER
 FD0540'POST.
 FD0540'
 FD0540'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 3-INCH
 FD0540'GALVANIZED PIPE WHICH
 FD0540'PROJECTS 4 INCHES AND IS STAMPED GOOSE 1960.  IT IS 149
 FD0540'FEET NORTH OF A T FENCE
 FD0540'CORNER POST, 52 FEET SOUTH OF A FENCE CORNER
 FD0540'POST AND 3 FEET EAST OF A FENCE AND
 FD0540'WITNESS SIGN.
 FD0540'
 FD0540'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK BRAZED TO THE TOP OF
 FD0540'A 3-INCH GALVANIZED PIPE
 FD0540'WHICH PROJECTS 6 INCHES AND IS STAMPED GOOSE NO 1
 FD0540'1960.  IT IS 24 FEET SOUTH OF A
 FD0540'FENCE CORNER POST, 13 FEET SOUTH OF A
 FD0540'GATE POST AND 1 FOOT EAST OF A FENCE.
 FD0540'
 FD0540'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK BRAZED TO THE TOP OF
 FD0540'A 3-INCH GALVANIZED PIPE
 FD0540'WHICH PROJECTS 6 INCHES AND IS STAMPED GOOSE NO 2
 FD0540'1960.  IT IS 24 FEET SOUTH OF A
 FD0540'WITNESS SIGN AND 1 FOOT EAST OF A
 FD0540'FENCE.
 FD0540'
 FD0540'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, AS NO SUITABLE
 FD0540'LOCATION COULD BE FOUND.
 FD0540'
 FD0540'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FD0540
 FD0540                          STATION RECOVERY (1960)
 FD0540
 FD0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0540'6.6 MI SE FROM FRANKLIN.
 FD0540'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON
 FD0540'THE L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY
 FD0540'96, THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.1 MILE WEST
 FD0540'ON A GRAVELED ROAD, THEN 2.65 MILES SOUTH ON INTERSTATE HIGHWAY
 FD0540'65.  THE STATION MARK IS ABOUT 165 FT. NORTH OF THE CENTER
 FD0540'OF GOOSE CREEK ROAD, 149 FT. NORTH OF A T FENCE CORNER POST,
 FD0540'52 FT. SOUTH OF A FENCE CORNER POST AND 3 FT. EAST OF A WITNESS
 FD0540'SIGN AND FENCE.  THE DISK IS BRAZED TO THE TOP OF A 3 INCH
 FD0540'GALVANIZED PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0539 ***********************************************************************
 FD0539  DESIGNATION -  GOOSE RM 1
 FD0539  PID         -  FD0539
 FD0539  STATE/COUNTY-  TN/WILLIAMSON
 FD0539  USGS QUAD   -  BETHESDA (1982)
 FD0539
 FD0539                         *CURRENT SURVEY CONTROL
 FD0539  ___________________________________________________________________
 FD0539* NAD 83(1986)-  35 51 35.     (N)    086 49 51.     (W)     SCALED    
 FD0539* NAVD 88     -       223.218  (meters)     732.34   (feet)  ADJUSTED  
 FD0539  ___________________________________________________________________
 FD0539  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0539  DYNAMIC HT  -         223.021 (meters)     731.69  (feet)  COMP
 FD0539  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0539
 FD0539  VERT ORDER  -  SECOND    CLASS 0
 FD0539
 FD0539.The horizontal coordinates were scaled from a topographic map and have
 FD0539.an estimated accuracy of +/- 6 seconds.
 FD0539
 FD0539.The orthometric height was determined by differential leveling
 FD0539.and adjusted by the National Geodetic Survey in June 1991..
 FD0539
 FD0539.The geoid height was determined by GEOID03.
 FD0539
 FD0539.The dynamic height is computed by dividing the NAVD 88
 FD0539.geopotential number by the normal gravity value computed on the
 FD0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0539.degrees latitude (g = 980.6199 gals.).
 FD0539
 FD0539.The modeled gravity was interpolated from observed gravity values.
 FD0539
 FD0539;                    North         East    Units  Estimated Accuracy
 FD0539;SPC TN       -   169,670.      524,960.      MT  (+/- 180 meters Scaled)
 FD0539
 FD0539                          SUPERSEDED SURVEY CONTROL
 FD0539
 FD0539  NGVD 29 (??/??/92)  223.200  (m)          732.28   (f) ADJ UNCH    2 0
 FD0539
 FD0539.Superseded values are not recommended for survey control.
 FD0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0539.See file dsdata.txt to determine how the superseded data were derived.
 FD0539
 FD0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE152684(NAD 83)
 FD0539_MARKER: DR = REFERENCE MARK DISK
 FD0539_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0539_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0539_STAMPING: GOOSE NO 1 1960
 FD0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0539
 FD0539  HISTORY     - Date     Condition        Report By
 FD0539  HISTORY     - 1960     MONUMENTED       CGS
 FD0539
 FD0539                          STATION DESCRIPTION
 FD0539
 FD0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0539'6.6 MI SE FROM FRANKLIN.
 FD0539'THIS MARK IS LOCATED AT THE GOOSE 1960 STATION SITE, 28.5 FT.
 FD0539'NORTH OF THE STATION MARK, 24 FT. SOUTH OF A FENCE CORNER POST,
 FD0539'13 FT. SOUTH OF A GATE POST AND 1 FT. EAST OF A FENCE.  THE DISK
 FD0539'IS BRAZED TO THE TOP OF A 3 INCH GALVANIZED PIPE PROJECTING
 FD0539'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0541 ***********************************************************************
 FD0541  DESIGNATION -  GOOSE RM 2
 FD0541  PID         -  FD0541
 FD0541  STATE/COUNTY-  TN/WILLIAMSON
 FD0541  USGS QUAD   -  BETHESDA (1982)
 FD0541
 FD0541                         *CURRENT SURVEY CONTROL
 FD0541  ___________________________________________________________________
 FD0541* NAD 83(1986)-  35 51 35.     (N)    086 49 51.     (W)     SCALED    
 FD0541* NAVD 88     -       223.112  (meters)     731.99   (feet)  ADJUSTED  
 FD0541  ___________________________________________________________________
 FD0541  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FD0541  DYNAMIC HT  -         222.915 (meters)     731.35  (feet)  COMP
 FD0541  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0541
 FD0541  VERT ORDER  -  SECOND    CLASS 0
 FD0541
 FD0541.The horizontal coordinates were scaled from a topographic map and have
 FD0541.an estimated accuracy of +/- 6 seconds.
 FD0541
 FD0541.The orthometric height was determined by differential leveling
 FD0541.and adjusted by the National Geodetic Survey in June 1991..
 FD0541
 FD0541.The geoid height was determined by GEOID03.
 FD0541
 FD0541.The dynamic height is computed by dividing the NAVD 88
 FD0541.geopotential number by the normal gravity value computed on the
 FD0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0541.degrees latitude (g = 980.6199 gals.).
 FD0541
 FD0541.The modeled gravity was interpolated from observed gravity values.
 FD0541
 FD0541;                    North         East    Units  Estimated Accuracy
 FD0541;SPC TN       -   169,670.      524,960.      MT  (+/- 180 meters Scaled)
 FD0541
 FD0541                          SUPERSEDED SURVEY CONTROL
 FD0541
 FD0541  NGVD 29 (??/??/92)  223.094  (m)          731.93   (f) ADJ UNCH    2 0
 FD0541
 FD0541.Superseded values are not recommended for survey control.
 FD0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0541.See file dsdata.txt to determine how the superseded data were derived.
 FD0541
 FD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE152684(NAD 83)
 FD0541_MARKER: DR = REFERENCE MARK DISK
 FD0541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FD0541_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FD0541_STAMPING: GOOSE NO 2 1960
 FD0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0541
 FD0541  HISTORY     - Date     Condition        Report By
 FD0541  HISTORY     - 1960     MONUMENTED       CGS
 FD0541
 FD0541                          STATION DESCRIPTION
 FD0541
 FD0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0541'6.6 MI SE FROM FRANKLIN.
 FD0541'THIS MARK IS LOCATED AT THE GOOSE 1960 STATION SITE, 24 FT.
 FD0541'SOUTH OF THE STATION MARK, 24 FT. SOUTH OF A WITNESS SIGN AND
 FD0541'1 FT. EAST OF A FENCE.  THE DISK IS BRAZED TO THE TOP OF A
 FD0541'3 INCH GALVANIZED PIPE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1834 ***********************************************************************
 GB1834  DESIGNATION -  GORDON
 GB1834  PID         -  GB1834
 GB1834  STATE/COUNTY-  TN/SMITH
 GB1834  USGS QUAD   -  GORDONSVILLE (1986)
 GB1834
 GB1834                         *CURRENT SURVEY CONTROL
 GB1834  ___________________________________________________________________
 GB1834* NAD 83(1995)-  36 10 28.91914(N)    085 56 18.96669(W)     ADJUSTED  
 GB1834* NAVD 88     -       226.412  (meters)     742.82   (feet)  ADJUSTED  
 GB1834  ___________________________________________________________________
 GB1834  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 GB1834  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1834  DYNAMIC HT  -         226.219 (meters)     742.19  (feet)  COMP
 GB1834  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GB1834
 GB1834  HORZ ORDER  -  SECOND
 GB1834  VERT ORDER  -  SECOND    CLASS 0
 GB1834
 GB1834.The horizontal coordinates were established by classical geodetic methods
 GB1834.and adjusted by the National Geodetic Survey in April 1999..
 GB1834
 GB1834.The orthometric height was determined by differential leveling
 GB1834.and adjusted by the National Geodetic Survey in June 1991..
 GB1834
 GB1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1834
 GB1834.The geoid height was determined by GEOID03.
 GB1834
 GB1834.The dynamic height is computed by dividing the NAVD 88
 GB1834.geopotential number by the normal gravity value computed on the
 GB1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1834.degrees latitude (g = 980.6199 gals.).
 GB1834
 GB1834.The modeled gravity was interpolated from observed gravity values.
 GB1834
 GB1834;                    North         East     Units Scale Factor Converg.
 GB1834;SPC TN       -   204,301.166   605,523.459   MT  0.99996602   +0 02 09.4
 GB1834;SPC TN       -   670,278.08  1,986,621.55   sFT  0.99996602   +0 02 09.4
 GB1834;UTM  16      - 4,003,847.376   595,451.529   MT  0.99971226   +0 37 35.5
 GB1834
 GB1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1834!SPC TN       -   0.99996910  x   0.99996602  =   0.99993512
 GB1834!UTM  16      -   0.99996910  x   0.99971226  =   0.99968137
 GB1834
 GB1834:                Primary Azimuth Mark                     Grid Az
 GB1834:SPC TN       -  GORDON AZ MK                             037 54 10.5
 GB1834:UTM  16      -  GORDON AZ MK                             037 18 44.4
 GB1834
 GB1834|---------------------------------------------------------------------|
 GB1834| PID    Reference Object                     Distance      Geod. Az  |
 GB1834|                                                           dddmmss.s |
 GB1834| GB1837 GORDON AZ MK                                       0375619.9 |
 GB1834| GB1836 GORDON RM 1                          11.479 METERS 07631     |
 GB1834| GB1835 GORDON RM 2                           9.370 METERS 18404     |
 GB1834|---------------------------------------------------------------------|
 GB1834
 GB1834                          SUPERSEDED SURVEY CONTROL
 GB1834
 GB1834  NAD 83(1995)-  36 10 28.92183(N)    085 56 18.97032(W) AD(       ) 2
 GB1834  NAD 83(1995)-  36 10 28.92170(N)    085 56 18.97178(W) AD(       ) 2
 GB1834  NAD 83(1986)-  36 10 28.93119(N)    085 56 18.96716(W) AD(       ) 2
 GB1834  NAD 27      -  36 10 28.71670(N)    085 56 19.01800(W) AD(       ) 2
 GB1834  NGVD 29 (??/??/92)  226.477  (m)          743.03   (f) ADJ UNCH    2 0
 GB1834
 GB1834.Superseded values are not recommended for survey control.
 GB1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1834.See file dsdata.txt to determine how the superseded data were derived.
 GB1834
 GB1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9545203847(NAD 83)
 GB1834_MARKER: DE = TRAVERSE STATION DISK
 GB1834_SETTING: 66 = SET IN ROCK OUTCROP
 GB1834_SP_SET: BEDROCK
 GB1834_STAMPING: GORDON 1960
 GB1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1834+STABILITY: POSITION/ELEVATION WELL
 GB1834
 GB1834  HISTORY     - Date     Condition        Report By
 GB1834  HISTORY     - 1960     MONUMENTED       CGS
 GB1834  HISTORY     - 1960     GOOD             CGS
 GB1834  HISTORY     - 1963     MARK NOT FOUND   CGS
 GB1834
 GB1834                          STATION DESCRIPTION
 GB1834
 GB1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1834'THE STATION IS LOCATED ON THE SUMMIT OF A WOODED HILL AND ABOUT 0.15
 GB1834'MILE WEST OF THE CENTER OF GORDONSVILLE. THE PROPERTY IS OWNED
 GB1834'BY MRS. LULA PRENTICE.
 GB1834'
 GB1834'TO REACH THE STATION FROM THE POST OFFICE IN GORDONSVILLE, GO WEST ON
 GB1834'STATE HIGHWAY 141 FOR 0.1 MILE TO MRS. LULA PRENTICE RESIDENCE
 GB1834'ON THE RIGHT AND THE END OF TRUCK TRAVEL. PACK NORTHERLY FOR ABOUT
 GB1834'0.1 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 GB1834'
 GB1834'STATION MARK IS 27 FEET EAST OF A ROCK FENCE AND 2.7 FEET WEST OF A
 GB1834'WITNESS SIGN. THE MARK IS A STANDARD TRAVERSE DISK CEMENTED IN A
 GB1834'DRILL HOLE IN BEDROCK, WHICH IS 6 INCHES BELOW THE SURFACE, SET
 GB1834'FLUSH, AND IS STAMPED GORDON 1960.
 GB1834'
 GB1834'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB1834'OUTCROPPING BEDROCK, SET FLUSH, AND IS STAMPED GORDON NO 1
 GB1834'1960.
 GB1834'
 GB1834'REFERENCE MARK NO. 2 IS 37 FEET EAST OF THE ROCK FENCE. THE MARK IS A
 GB1834'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GB1834'BEDROCK, WHICH PROJECTS 6 INCHES ON THE EAST SIDE, SET FLUSH, AND IS
 GB1834'STAMPED GORDON NO 2 1960.
 GB1834'
 GB1834'AZIMUTH MARK IS 14 FEET WEST OF THE CENTER OF THE PAVED ROAD, 3 FEET
 GB1834'SOUTHEAST OF A POWERLINE POLE, 2 FEET EAST OF A WIRE FENCE AND
 GB1834'2.4 FEET SOUTHEAST OF A WITNESS SIGN. THE MARK IS A STANDARD DISK SET
 GB1834'IN THE TOP OF A CONCRETE POST, SET FLUSH, AND IS STAMPED GORDON
 GB1834'1960.
 GB1834'
 GB1834'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN GORDONSVILLE, GO
 GB1834'WEST ON STATE HIGHWAY 141 FOR 1 BLOCK TO A PAVED ROAD ON THE RIGHT,
 GB1834'TURN RIGHT, NORTH, FOR 0.5 MILE TO THE MARK ON THE LEFT.
 GB1834'
 GB1834'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
 GB1834
 GB1834                          STATION RECOVERY (1960)
 GB1834
 GB1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1834'AT GORDONSVILLE.
 GB1834'FROM THE POST OFFICE IN GORDONSVILLE, GO WEST ON STATE HIGHWAY 141
 GB1834'FOR 0.1 MILE TO MRS. LULA PRENTICE RESIDENCE ON THE RIGHT AND THE
 GB1834'END OF TRUCK TRAVEL, GO NORTHERLY FOR ABOUT 0.1 MILE TO THE SUMMIT
 GB1834'OF THE HILL AND THE STATION.  THE STATION MARK IS 27 FT. EAST OF A
 GB1834'ROCK FENCE AND 2.7 FT. WEST OF A WITNESS SIGN.  THE DISK IS CEMENTED
 GB1834'IN BEDROCK WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 GB1834
 GB1834                          STATION RECOVERY (1963)
 GB1834
 GB1834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB1834'STATION AND RMS NOT FOUND.  NO SEARCH WAS MADE FOR THE AZIMUTH
 GB1834'MARK.  THE ROCK FENCE REMAINS.  A GREEN WATER TANK HAS BEEN BUILT
 GB1834'NEAR THE PRESUMED STATION AREA.  MONUMENT POSSIBLY DESTROYED DURING
 GB1834'CONSTRUCTION OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1184 ***********************************************************************
 FD1184  DESIGNATION -  GORDON
 FD1184  PID         -  FD1184
 FD1184  STATE/COUNTY-  TN/HICKMAN
 FD1184  USGS QUAD   -  SPOT (1942)
 FD1184
 FD1184                         *CURRENT SURVEY CONTROL
 FD1184  ___________________________________________________________________
 FD1184* NAD 83(1995)-  35 58 09.06930(N)    087 31 59.71344(W)     ADJUSTED  
 FD1184* NAVD 88     -       255.836  (meters)     839.36   (feet)  ADJUSTED  
 FD1184  ___________________________________________________________________
 FD1184  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FD1184  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD1184  DYNAMIC HT  -         255.613 (meters)     838.62  (feet)  COMP
 FD1184  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FD1184
 FD1184  HORZ ORDER  -  SECOND
 FD1184  VERT ORDER  -  SECOND    CLASS 0
 FD1184
 FD1184.The horizontal coordinates were established by classical geodetic methods
 FD1184.and adjusted by the National Geodetic Survey in April 1999..
 FD1184
 FD1184.The orthometric height was determined by differential leveling
 FD1184.and adjusted by the National Geodetic Survey in June 1991..
 FD1184
 FD1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1184
 FD1184.The geoid height was determined by GEOID03.
 FD1184
 FD1184.The dynamic height is computed by dividing the NAVD 88
 FD1184.geopotential number by the normal gravity value computed on the
 FD1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1184.degrees latitude (g = 980.6199 gals.).
 FD1184
 FD1184.The modeled gravity was interpolated from observed gravity values.
 FD1184
 FD1184;                    North         East     Units Scale Factor Converg.
 FD1184;SPC TN       -   182,579.765   461,714.839   MT  0.99995117   -0 53 51.5
 FD1184;SPC TN       -   599,013.78  1,514,809.43   sFT  0.99995117   -0 53 51.5
 FD1184;UTM  16      - 3,980,662.146   451,920.202   MT  0.99962848   -0 18 47.6
 FD1184
 FD1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1184!SPC TN       -   0.99996434  x   0.99995117  =   0.99991551
 FD1184!UTM  16      -   0.99996434  x   0.99962848  =   0.99959283
 FD1184
 FD1184:                Primary Azimuth Mark                     Grid Az
 FD1184:SPC TN       -  OAK                                      067 56 43.5
 FD1184:UTM  16      -  OAK                                      067 21 39.6
 FD1184
 FD1184|---------------------------------------------------------------------|
 FD1184| PID    Reference Object                     Distance      Geod. Az  |
 FD1184|                                                           dddmmss.s |
 FD1184| FD1532 OAK                                 APPROX. 4.2 KM 0670252.0 |
 FD1184| FD1185 GORDON RM 1                          28.536 METERS 08124     |
 FD1184| FD1183 GORDON RM 2                          29.898 METERS 15919     |
 FD1184|---------------------------------------------------------------------|
 FD1184
 FD1184                          SUPERSEDED SURVEY CONTROL
 FD1184
 FD1184  NAD 83(1995)-  35 58 09.07150(N)    087 31 59.71710(W) AD(       ) 2
 FD1184  NAD 83(1986)-  35 58 09.07960(N)    087 31 59.71529(W) AD(       ) 2
 FD1184  NAD 27      -  35 58 08.85300(N)    087 31 59.65490(W) AD(       ) 2
 FD1184  NGVD 29 (??/??/92)  255.845  (m)          839.38   (f) ADJ UNCH    2 0
 FD1184
 FD1184.Superseded values are not recommended for survey control.
 FD1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1184.See file dsdata.txt to determine how the superseded data were derived.
 FD1184
 FD1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5192080662(NAD 83)
 FD1184_MARKER: DD = SURVEY DISK
 FD1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1184_STAMPING: GORDON 1959
 FD1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1184+STABILITY: SURFACE MOTION
 FD1184
 FD1184  HISTORY     - Date     Condition        Report By
 FD1184  HISTORY     - 1959     MONUMENTED       CGS
 FD1184  HISTORY     - 1959     GOOD             CGS
 FD1184  HISTORY     - 1962     GOOD             CGS
 FD1184
 FD1184                          STATION DESCRIPTION
 FD1184
 FD1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1184'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF MCEWEN, 11 MILES
 FD1184'SOUTHWEST OF DICKSON, 7
 FD1184'MILES NORTH-NORTHEAST OF SPOT AND ON A WOODED RIDGE
 FD1184'APPROXIMATELY ON THE
 FD1184'HICKMAN-HUMPHREYS COUNTY LINE.
 FD1184'
 FD1184'TO REACH THE STATION FROM THE STORE AND SERVICE STATION IN THE SMALL
 FD1184'VILLAGE OF SPOT, GO WEST ON
 FD1184'BLACK TOP ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE
 FD1184'RIGHT, TURN RIGHT AND GO 0.55 MILE
 FD1184'TO A FORK, KEEP RIGHT FORK AND GO
 FD1184'1.1 MILES TO A T JUNCTION, TURN LEFT AND GO 2.0 MILES
 FD1184'TO A T
 FD1184'JUNCTION, TURN RIGHT AND GO NORTHERLY ON MAIN ROAD FOR 2.25 MILES TO
 FD1184'A CROSSROAD,
 FD1184'CONTINUE STRAIGHT AHEAD ON A TRACK ROAD GOING NORTH AND
 FD1184'NORTHEAST FOR 1.4 MILES TO A
 FD1184'FORK, KEEP RIGHT FORK AND GO 0.35 MILE
 FD1184'TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO 0.15
 FD1184'MILE TO A DIM TRACK
 FD1184'ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR ABOUT 100 FEET TO REFERENCE
 FD1184'MARK NO 2 AND
 FD1184'STATION SITE TO THE NORTH ON HIGHEST PART OF RIDGE.
 FD1184'
 FD1184'THE STATION MARK IS A STANDARD STATION DISK STAMPED GORDON 1959.  THE
 FD1184'DISK IS CEMENTED IN A
 FD1184'10-INCH SQUARE CONCRETE POST AND PROJECTS 2 INCHES
 FD1184'ABOVE THE SURFACE OF THE GROUND.
 FD1184'IT IS ABOUT 225 FEET SOUTHEAST OF
 FD1184'THE PROPOSED CENTER LINE OF THE INTERSTATE HIGHWAY,
 FD1184'108 FEET
 FD1184'NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD, 35 FEET WEST OF A
 FD1184'12-INCH TRIANGULAR
 FD1184'BLAZED OAK TREE AND 4 FEET SOUTH OF A WITNESS
 FD1184'SIGN.
 FD1184'
 FD1184'THE UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET ABOUT 36
 FD1184'INCHES BELOW THE SURFACE
 FD1184'OF THE GROUND AND STAMPED GORDON 1959.
 FD1184'
 FD1184'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED GORDON NO 1
 FD1184'1959.  THE DISK IS CEMENTED
 FD1184'IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 4
 FD1184'INCHES ABOVE THE SURFACE OF THE
 FD1184'GROUND.  THE MARK IS ABOUT THE SAME
 FD1184'ELEVATION AS THE STATION.
 FD1184'
 FD1184'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED GORDON NO 2
 FD1184'1959.  THE DISK IS CEMENTED
 FD1184'IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 1
 FD1184'INCH ABOVE THE SURFACE OF THE
 FD1184'GROUND.  IT IS 10 FEET NORTH-NORTHWEST
 FD1184'OF THE CENTER OF A TRACK ROAD AND ABOUT 3 FEET
 FD1184'LOWER THAN THE STATION
 FD1184'MARK.
 FD1184'
 FD1184'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BECAUSE OF NO
 FD1184'SUITABLE SITE.
 FD1184'
 FD1184'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FD1184
 FD1184                          STATION RECOVERY (1959)
 FD1184
 FD1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1184'15 MI NE FROM ONLY.
 FD1184'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1184'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1184'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A
 FD1184'GRAVELED ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED
 FD1184'ROAD, THENCE 2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y
 FD1184'JUNCTION, THENCE 4.7 MILES WEST AND NORTHEAST ON A GRAVELED ROAD
 FD1184'TO A Y JUNCTION, THENCE 1.8 MILES NORTHEAST ON A TRACK ROAD TO
 FD1184'THE HIGHEST POINT OF A HILL, ABOUT 225 FT. SOUTHEAST OF THE
 FD1184'CENTER OF PROPOSED INTERSTATE HIGHWAY, 108 FT. NORTH-NORTHWEST
 FD1184'OF THE CENTER OF THE TRACK ROAD, 35 FT. WEST OF A 12-INCH
 FD1184'TRIANGULAR BLAZED OAK TREE, AND 4 FT. SOUTH OF A WITNESS SIGN,
 FD1184'A DISK SET IN TOP OF A CONCRETE PROJECTING 2 INCHES.
 FD1184
 FD1184                          STATION RECOVERY (1962)
 FD1184
 FD1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1184'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1184'DUE TO THE MANY CHANGES
 FD1184'IN WOODS ROADS, REROUTING OF HIGHWAYS AND THE
 FD1184'TRANSFER OF PROPERTY, THE OLD
 FD1184'DESCRIPTION IN COMPLETELY INADEQUATE.
 FD1184'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1184'
 FD1184'THE STATION IS ON THE PROPERTY OF THE VIRGINIA-CAROLINA MINING
 FD1184'COMPANY, ON A HEAVILY
 FD1184'WOODED, FLAT TOPPED RIDGE, ABOUT 6 MILES WEST OF HAMPSHIRE, 2
 FD1184'MILES NORTH-NORTHEAST OF
 FD1184'GORDONSBURG, AND 130 YARDS EAST OF GREEN
 FD1184'POND ROAD.
 FD1184'
 FD1184'TO REACH FROM THE WEST SIDE OF THE MAURY COUNTY COURTHOUSE SQUARE IN
 FD1184'COLUMBIA, GO WEST ON R S
 FD1184'HIGHWAY 43 AND STATE ROUTES 50 AND 99 (THIS IS WEST
 FD1184'SEVENTH STREET), FOR 0.7 MILE TO
 FD1184'WHERE U S HIGHWAY 43 BEARS LEFT AND
 FD1184'STATE ROUTES 50 AND 99 BEAR RIGHT.  HERE BEAR RIGHT
 FD1184'ON STATE ROUTES
 FD1184'50 AND 99 AND GO WESTERLY FOR 2.3 MILES TO A Y INTERSECTION WHERE
 FD1184'STATE ROUTE 50
 FD1184'BEARS RIGHT AND STATE ROUTE 99 CONTINUES STRAIGHT
 FD1184'AHEAD, CONTINUE STRAIGHT AHEAD ON
 FD1184'STATE ROUTE 99, TOWARD HOHENWALD,
 FD1184'AND GO 13.15 MILES TO THE SMALL COMMUNITY OF
 FD1184'HAMPSHIRE AND OLD BANK
 FD1184'OF HAMPSHIRE ON THE LEFT.  HERE CONTINUE WESTERLY ON STATE
 FD1184'ROUTE 99 FOR 3.7
 FD1184'MILES TO A GRAVELED T ROAD RIGHT (OLD STATE ROUTE 99), TURN
 FD1184'RIGHT ON THIS GRAVELED
 FD1184'ROAD AND GO NORTHWESTERLY FOR 1.95 MILES TO A
 FD1184'TRACK ROAD ON THE LEFT, TURN LEFT ON THIS
 FD1184'TRACK ROAD AND GO
 FD1184'NORTHWESTERLY AND NORTH ON GREEN POND ROAD (THIS IS A TRACK
 FD1184'ROAD), FOR 2.1
 FD1184'MILE TO A PIPELINE CROSSING, CONTINUE NORTH FOR 0.3 MILE TO
 FD1184'THE OLD NATCHEZ TRACE
 FD1184'CROSSING JUST AFTER PASSING A SECOND PIPELINE
 FD1184'CROSSING, CONTINUE NORTH ON GREEN POND
 FD1184'ROAD FOR 0.6 MILE TO A
 FD1184'16-INCH, BLAZED OAK TREE ON THE RIGHT AND THE AZIMUTH
 FD1184'MARK WITH
 FD1184'WITNESS POST AND SIGN ON THE LEFT, AND END OF TRUCK TRAVEL.  HERE
 FD1184'PACK EASTERLY
 FD1184'THROUGH THE WOODS ON A BLAZED PATH FOR ABOUT 130 YARDS
 FD1184'TO THE STATION IN DENSE WOODS AS
 FD1184'DESCRIBED.
 FD1184'
 FD1184'THE STATION IS 380 FEET EAST OF THE APPROXIMATE CENTER OF GREEN POND
 FD1184'ROAD, 32 FEET NORTHWEST OF
 FD1184'A PARTIALLY DEAD OAK TREE, 27 FEET WEST OF A
 FD1184'16-INCH, TRIANGLE BLAZED OAK TREE,
 FD1184'27 FEET EAST OF A 10-INCH,
 FD1184'TRIANGLE BLAZED OAK TREE, AND 0.9 FOOT WEST OF A
 FD1184'METAL WITNESS POST
 FD1184'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1184'ROUND, CONCRETE
 FD1184'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FD1184'GORDON 1934.
 FD1184'
 FD1184'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION IN DENSE WOODS,
 FD1184'17 FEET EAST OF A 7-INCH,
 FD1184'TRIANGLE BLAZED OAK TREE AND 12 FEET NORTH OF A
 FD1184'16-INCH, TRIANGLE BLAZED OAK TREE.
 FD1184'IT IS A STANDARD DISK SET IN THE
 FD1184'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1184'PROJECTS 4 INCHES AND
 FD1184'THE DISK IS STAMPED GORDON NO 1 1934.
 FD1184'
 FD1184'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION IN DENSE WOODS,
 FD1184'20 FEET EAST OF A
 FD1184'16-INCH, TRIANGLE BLAZED OAK TREE, 10 FEET WEST OF A
 FD1184'6-INCH, TRIANGLE BLAZED
 FD1184'HICKORY TREE, AND 10 FEET SOUTHEAST OF A
 FD1184'16-INCH, TRIANGLE BLAZED OAK TREE.  IT IS
 FD1184'A STANDARD DISK SET IN THE
 FD1184'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4
 FD1184'INCHES AND THE
 FD1184'DISK IS STAMPED GORDON NO 2 1934.
 FD1184'
 FD1184'THE AZIMUTH MARK IS 43 FEET SOUTHWEST OF A 16-INCH, TRIANGLE BLAZED
 FD1184'OAK TREE, 20 FEET WEST OF
 FD1184'THE APPROXIMATE CENTER OF GREEN POND ROAD, 11 FEET
 FD1184'EAST OF A 20-INCH OAK TREE, AND
 FD1184'0.7 FOOT EAST OF A METAL WITNESS POST
 FD1184'AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 FD1184'SET IN THE TOP OF A
 FD1184'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 FD1184'DISK IS STAMPED
 FD1184'GORDON AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1518 ***********************************************************************
 FD1518  DESIGNATION -  GORDON
 FD1518  PID         -  FD1518
 FD1518  STATE/COUNTY-  TN/LEWIS
 FD1518  USGS QUAD   -  GORDONSBURG (1979)
 FD1518
 FD1518                         *CURRENT SURVEY CONTROL
 FD1518  ___________________________________________________________________
 FD1518* NAD 83(1995)-  35 35 59.20484(N)    087 24 16.08972(W)     ADJUSTED  
 FD1518* NAVD 88     -       312.8    (meters)    1026.     (feet)  VERTCON   
 FD1518  ___________________________________________________________________
 FD1518  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FD1518  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1518
 FD1518  HORZ ORDER  -  FIRST
 FD1518
 FD1518.The horizontal coordinates were established by classical geodetic methods
 FD1518.and adjusted by the National Geodetic Survey in April 1999..
 FD1518
 FD1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1518
 FD1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1518
 FD1518.The geoid height was determined by GEOID03.
 FD1518
 FD1518;                    North         East     Units Scale Factor Converg.
 FD1518;SPC TN       -   141,424.152   472,741.003   MT  0.99995672   -0 49 20.0
 FD1518;SPC TN       -   463,989.07  1,550,984.44   sFT  0.99995672   -0 49 20.0
 FD1518;UTM  16      - 3,939,634.868   463,362.740   MT  0.99961654   -0 14 07.6
 FD1518
 FD1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1518!SPC TN       -   0.99995531  x   0.99995672  =   0.99991203
 FD1518!UTM  16      -   0.99995531  x   0.99961654  =   0.99957187
 FD1518
 FD1518:                Primary Azimuth Mark                     Grid Az
 FD1518:SPC TN       -  DALLAS LOUISVILLE AWY BCN 60             019 19 59.5
 FD1518:UTM  16      -  DALLAS LOUISVILLE AWY BCN 60             018 44 47.1
 FD1518
 FD1518|---------------------------------------------------------------------|
 FD1518| PID    Reference Object                     Distance      Geod. Az  |
 FD1518|                                                           dddmmss.s |
 FD1518| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.39.3 KM 0183039.5 |
 FD1518| FD1517 KINCADE 2                           APPROX.10.7 KM 0461310.1 |
 FD1518| CG5885 GORDON RM 1                          35.845 METERS 15943     |
 FD1518| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.14.7 KM 2445304.6 |
 FD1518| CG5886 GORDON RM 2                          53.788 METERS 25935     |
 FD1518| CG5884 GORDON AZ MK                                       2690723.0 |
 FD1518| FD1519 GORDON RM A                          25.640 METERS 34359     |
 FD1518|---------------------------------------------------------------------|
 FD1518
 FD1518                          SUPERSEDED SURVEY CONTROL
 FD1518
 FD1518  NAD 83(1995)-  35 35 59.20763(N)    087 24 16.09082(W) AD(       ) 1
 FD1518  NAD 83(1986)-  35 35 59.21575(N)    087 24 16.09138(W) AD(       ) 1
 FD1518  NAD 27      -  35 35 58.95200(N)    087 24 16.04300(W) AD(       ) 1
 FD1518  NGVD 29 (07/19/86)  312.8    (m)         1026.     (f) VERT ANG       
 FD1518
 FD1518.Superseded values are not recommended for survey control.
 FD1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1518.See file dsdata.txt to determine how the superseded data were derived.
 FD1518
 FD1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6336339635(NAD 83)
 FD1518_MARKER: DS = TRIANGULATION STATION DISK
 FD1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1518
 FD1518  HISTORY     - Date     Condition        Report By
 FD1518  HISTORY     - 1934     MONUMENTED       CGS
 FD1518  HISTORY     - 1970     GOOD             NGS
 FD1518
 FD1518                          STATION DESCRIPTION
 FD1518
 FD1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1518'ABOUT 6 MILES AIRLINE WEST OF HAMPSHIRE, 2 MILES AIRLINE
 FD1518'NORTH-NORTHEAST OF
 FD1518'GORDONSBURG, 100 YARDS EAST OF OLD NATCHEZ TRACE,
 FD1518'ON FLAT-TOPPED WOODED RIDGE, AND ON
 FD1518'LAND OWNED OR CONTROLLED BY THE
 FD1518'CHARLESTON MINING CO.  TO REACH FROM COLUMBIA, FOLLOW
 FD1518'STATE ROUTE 99 TO
 FD1518'BANK AT HAMPSHIRE, CONTINUE 0.5 MILE ON STATE ROUTE 99 TO NARROW
 FD1518'BRIDGE, TURN LEFT
 FD1518'ONTO HIGHWAY, GO 5.3 MILES TO ROAD LEADING RIGHT AT
 FD1518'THREE MAIL BOXES, KEEP TO LEFT ALONG
 FD1518'HIGHWAY, GO 0.4 MILE TO WOODS
 FD1518'ROAD LEADING RIGHT AT TRIPLE- NOTCH BLAZE, FOLLOW WOODS
 FD1518'ROAD TO
 FD1518'RIGHT, GO 2.25 MILES (FOLLOWING OCCASIONAL BLAZES) TO INTERSECTION
 FD1518'WITH NATCHEZ TRACE
 FD1518'AT TREE WITH SMALL TRIANGULAR BLAZE, BEAR RIGHT ON
 FD1518'TRACE, GO 0.55 MILE TO TREE ON RIGHT
 FD1518'WITH LARGE BLAZE, BEAR TO RIGHT
 FD1518'AND FOLLOW BLAZED TRAIL THROUGH WOODS 100 YARDS TO
 FD1518'STATION SITE.
 FD1518'STATION IS SURROUNDED BY FIVE BLAZED OAK TREES AND IS 40 FEET NORTH
 FD1518'OF OAK TREE WITH
 FD1518'LARGE TRIANGULAR BLAZE AND 32 FEET WEST-NORTHWEST OF
 FD1518'ANOTHER TRIANGLE-BLAZED OAK TREE.
 FD1518'SURFACE AND UNDERGROUND MARKS ARE
 FD1518'STANDARD STATION DISKS IN CONCRETE.
 FD1518'SURFACE MARK
 FD1518'PROJECTS 5 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1518'STANDARD REFERENCE
 FD1518'DISKS IN CONCRETE.  REFERENCE MARK NO 1,
 FD1518'PROJECTING 6 INCHES ABOVE GROUND, IS
 FD1518'33 FEET NORTHWEST OF LARGE DEAD
 FD1518'TREE AND 117.62 FEET FROM STATION S 20 DEG 17 MIN E.
 FD1518'REFERENCE MARK NO 2, PROJECTING 10 INCHES ABOVE GROUND, IS 145 FEET
 FD1518'EAST-NORTHEAST OF
 FD1518'LARGE BLAZE AT RIGHT TURN TO STATION FROM OLD
 FD1518'NATCHEZ TRACE, 25 FEET WEST OF LARGE
 FD1518'DEAD TREE, AND 176.47 FEET FROM
 FD1518'STATION S 79 DEG 35 MIN W. AZIMUTH MARK,
 FD1518'PROJECTING 3 INCHES
 FD1518'ABOVE GROUND, IS 81 FEET NORTHWEST OF LARGE BLAZE, 18 FEET WEST OF
 FD1518'TRAIL, 12 FEET
 FD1518'EAST OF OAK TREE, AND 134 YARDS FROM STATION  S 89 DEG 08 MIN W.
 FD1518
 FD1518                          STATION RECOVERY (1970)
 FD1518
 FD1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1518'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FD1518'THE DISTANCE AND DIRECTION COMPARED FAVORABLE WITH THE 1934
 FD1518'OBSERVATION.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION
 FD1518'FOLLOWS.
 FD1518'
 FD1518'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF HOHENWALD, 6 MILES
 FD1518'WEST OF HAMPSHIRE, 2 MILES NORTH-NORTHEAST OF GORDONSBURG, 0.15 MILE
 FD1518'EAST OF THE NATCHEZ TRACE PARKWAY AND ON PROPERTY OWNED BY THE
 FD1518'MOBILE CHEMICAL COMPANY OF MT. PLEASANT, TENNESSEE.
 FD1518'
 FD1518'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20, 48 AND
 FD1518'99 IN HOHENWALD, GO EAST ON STATE HIGHWAY 99 FOR 6.7 MILES TO A SIDE
 FD1518'ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.2 MILE TO THE
 FD1518'NATCHEZ TRACE PARKWAY.  TURN RIGHT AND GO APPROXIMATELY 50 YARDS TO
 FD1518'A LOCKED GATE.  (KEY CAN BE OBTAINED FROM THE NATCHEZ TRACE PARKWAY
 FD1518'OFFICE.) PASS THROUGH GATE AND GO NORTHERLY ON PAVED ROAD FOR 2.75
 FD1518'MILES TO A WOODS ROAD ON THE RIGHT.  BEAR RIGHT AND CONTINUE
 FD1518'NORTHERLY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  TURN
 FD1518'RIGHT AND GO EAST FOR 0.1 MILE TO THE STATION.
 FD1518'
 FD1518'THE STATION MARK IS A STANDARD DISK, STAMPED GORDON 1934, SET IN THE
 FD1518'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1-INCH.  IT
 FD1518'IS 27 FEET WEST OF A 12-INCH TRIANGLE BLAZED OAK TREE, 26 FEET EAST
 FD1518'OF A 10-INCH TRIANGLE BLAZED OAK TREE AND 1.0 FOOT WEST OF A METAL
 FD1518'WITNESS POST WITH SIGN ATTACHED.
 FD1518'
 FD1518'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GORDON NO 1 1934, SET IN
 FD1518'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
 FD1518'IT IS 17 FEET EAST OF A 8-INCH TRIANGLE BLAZED OAK TREE, 12 FEET
 FD1518'NORTH OF A 15-INCH TRIANGLE BLAZED OAK TREE AND 2 FEET WEST OF A
 FD1518'METAL WITNESS POST WITH SIGN ATTACHED.
 FD1518'
 FD1518'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GORDON NO 2 1934, SET IN
 FD1518'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
 FD1518'IT IS 20 FEET EAST OF 15-INCH TRIANGLE BLAZED OAK TREE AND 2.0 FEET
 FD1518'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1518'
 FD1518'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED GORDON
 FD1518'AZIMUTH 1934, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 FD1518'THAT PROJECTS 2-INCHES.  IT IS 23 FEET WEST OF THE CENTER OF THE
 FD1518'WOODS ROAD, 12.5 FEET NORTHWEST OF A 8-INCH TRIANGLE BLAZED OAK
 FD1518'TREE AND 0.7 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1518'
 FD1518'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
 FD1518'
 FD1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 FD1518'NORTH-NORTHEAST OF GORDONSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2487 ***********************************************************************
 FE2487  DESIGNATION -  GORDON 2
 FE2487  PID         -  FE2487
 FE2487  STATE/COUNTY-  TN/FAYETTE
 FE2487  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2487
 FE2487                         *CURRENT SURVEY CONTROL
 FE2487  ___________________________________________________________________
 FE2487* NAD 83(1995)-  35 02 18.55134(N)    089 13 15.50451(W)     ADJUSTED  
 FE2487* NAVD 88     -       204.0    (meters)     669.     (feet)  VERTCON   
 FE2487  ___________________________________________________________________
 FE2487  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FE2487  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2487
 FE2487  HORZ ORDER  -  SECOND
 FE2487
 FE2487.The horizontal coordinates were established by classical geodetic methods
 FE2487.and adjusted by the National Geodetic Survey in April 1999..
 FE2487
 FE2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2487
 FE2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2487
 FE2487.The geoid height was determined by GEOID03.
 FE2487
 FE2487;                    North         East     Units Scale Factor Converg.
 FE2487;SPC TN       -    83,074.158   306,141.076   MT  1.00004406   -1 53 08.5
 FE2487;SPC TN       -   272,552.47  1,004,397.85   sFT  1.00004406   -1 53 08.5
 FE2487;UTM  16      - 3,879,566.074   297,410.001   MT  1.00010585   -1 16 32.0
 FE2487
 FE2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2487!SPC TN       -   0.99997232  x   1.00004406  =   1.00001638
 FE2487!UTM  16      -   0.99997232  x   1.00010585  =   1.00007817
 FE2487
 FE2487:                Primary Azimuth Mark                     Grid Az
 FE2487:SPC TN       -  GRAND JCT MUNICIPAL TANK                 070 02 38.8
 FE2487:UTM  16      -  GRAND JCT MUNICIPAL TANK                 069 26 02.3
 FE2487
 FE2487|---------------------------------------------------------------------|
 FE2487| PID    Reference Object                     Distance      Geod. Az  |
 FE2487|                                                           dddmmss.s |
 FE2487| FE2484 GRAND JCT MUNICIPAL TANK            APPROX. 3.4 KM 0680930.3 |
 FE2487| CG3390 GORDON 2 RM 3                        23.251 METERS 20745     |
 FE2487| EG1696 BEASLEY                             APPROX. 9.3 KM 2374606.1 |
 FE2487| CG3391 GORDON 2 RM 4                        17.673 METERS 30521     |
 FE2487|---------------------------------------------------------------------|
 FE2487
 FE2487                          SUPERSEDED SURVEY CONTROL
 FE2487
 FE2487  NAD 83(1995)-  35 02 18.55137(N)    089 13 15.50449(W) AD(       ) 2
 FE2487  NAD 83(1995)-  35 02 18.56125(N)    089 13 15.50555(W) AD(       ) 2
 FE2487  NAD 83(1986)-  35 02 18.56262(N)    089 13 15.50417(W) AD(       ) 2
 FE2487  NAD 27      -  35 02 18.24298(N)    089 13 15.26008(W) AD(       ) 2
 FE2487  NGVD 29 (07/19/86)  204.0    (m)          669.     (f) VERT ANG       
 FE2487
 FE2487.Superseded values are not recommended for survey control.
 FE2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2487.See file dsdata.txt to determine how the superseded data were derived.
 FE2487
 FE2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9741079566(NAD 83)
 FE2487_MARKER: DS = TRIANGULATION STATION DISK
 FE2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2487
 FE2487  HISTORY     - Date     Condition        Report By
 FE2487  HISTORY     - 1966     MONUMENTED       CGS
 FE2487  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 FE2487
 FE2487                          STATION DESCRIPTION
 FE2487
 FE2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE2487'STATION IS ABOUT 3 MILES NORTH OF THE TENNESSEE-MISSISSIPPI STATE
 FE2487'LINE, 2 MILES SOUTHWEST OF GRAND JUNCTION, 1 MILE SOUTHEAST OF
 FE2487'LA GRANGE, ON THE HIGHEST POINT OF A TIMBER COVERED HILL AND ON
 FE2487'PROPERTY OWNED BY MRS. P.R. BEASLEY.
 FE2487'
 FE2487'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND 57
 FE2487'ABOUT 1 MILE WEST OF GRAND JUNCTION, GO WEST ON STATE HIGHWAY 57 FOR
 FE2487'0.3 MILE TO AN OPEN FIELD ON THE LEFT.  TURN LEFT AND GO SOUTH ACROSS
 FE2487'THE OPEN FIELD FOR 0.05 MILE TO THE HEAD OF A WASH AND THE EDGE OF
 FE2487'THE WOODS.  BEAR RIGHT AND FOLLOW THE EDGE OF THE WOODS ON A DIM
 FE2487'WOODS ROAD AND GO SOUTHWEST FOR 0.3 MILE TO WHERE THE ROAD
 FE2487'ENTER THE WOODS.  ENTER THE WOODS AND GO SOUTHWEST ON THE DIM WOODS
 FE2487'ROAD, THENCE ALONG THE EDGE OF THE WOODS FOR 0.3 MILE TO A
 FE2487'POINT IN THE ROAD WHERE IT CURVES TO THE LEFT AND LEADS UPHILL
 FE2487'THROUGH A PINE GROVE.  TURN LEFT, PASS THROUGH THE PINE GROVE AND GO
 FE2487'SOUTHWEST UPHILL ON THE DIM WOODS ROAD FOR 0.1 MILE TO THE TOP
 FE2487'OF THE RIDGE.  BEAR RIGHT AND FOLLOW THE RIDGE WESTERLY FOR 0.1 MILE
 FE2487'TO THE STATION ON THE LEFT.
 FE2487'
 FE2487'STATION MARKS ARE STANDARD DISKS STAMPED GORDON 2 1966.  THE SURFACE
 FE2487'DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 FE2487'WHICH PROJECTS 2 INCHES.  IT IS 148 FEET SOUTHEAST OF THE CENTER OF
 FE2487'THE WOODS ROAD, 40 FEET WEST OF A 12 INCH OAK TREE, 34 FEET EAST OF
 FE2487'A 12 INCH OAK TREE, 24 FEET SOUTH OF A 10 INCH HICKORY TREE WITH A
 FE2487'TRIANGULAR BLAZE ON THE WEST SIDE AND 1.9 FEET NORTHWEST OF A
 FE2487'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 FE2487'OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 FE2487'
 FE2487'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GORDON 2 NO 3 1966, IS
 FE2487'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FE2487'PROJECTS 2 INCHES.  IT IS 50 FEET NORTH OF A 10 INCH OAK TREE, 43
 FE2487'FEET WEST OF A 10 INCH HICKORY TREE, 32 FEET SOUTH OF A 14 INCH
 FE2487'OAK TREE AND 1.6 FEET NORTH OF A METAL WITNESS POST.
 FE2487'
 FE2487'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GORDON 2 NO 4 1966, IS
 FE2487'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FE2487'PROJECTS 2 INCHES.  IT IS 92 FEET SOUTHEAST OF THE CENTER OF THE
 FE2487'WOODS ROAD, 8 FEET NORTHEAST OF A 10 INCH OAK TREE, 5 FEET
 FE2487'SOUTHWEST OF A 10 INCH OAK TREE AND 1.8 FEET NORTHEAST OF A METAL
 FE2487'WITNESS POST.
 FE2487'
 FE2487'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK AT THIS TIME.
 FE2487'
 FE2487'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2487
 FE2487                          STATION RECOVERY (2006)
 FE2487
 FE2487'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2487'THERE IS A DIM WOODS ROAD ROUGHLY FOLLOWING THE 1966 DESCRIPTION TO
 FE2487'THE TOP OF THE HILL.  A WITNESS POST WAS FOUND WHERE THE MARK SHOULD
 FE2487'BE LOCATED, BUT THE MARK WAS NOT FOUND IN THE GROUND.  ABOUT 5 FEET
 FE2487'FROM THE WITNESS POST IS A MASS OF CONCRETE THAT LOOKS LIKE THE MARK
 FE2487'SETTING DUG OUT OF THE GROUND AND TURNED UPSIDE DOWN.  TURNING IT OVER
 FE2487'REVEALED WHAT SHOULD BE THE LOCATION OF THE DISK, BUT IT WAS GONE.
 FE2487' 
 FE2487'REFERENCE MARK 3 COULD NOT BE LOCATED, THERE WAS NO WITNESS POST NOR
 FE2487'MARK, AND THE TREE REFERENCES ARE NOW NO GOOD.
 FE2487' 
 FE2487'REFERENCE MARK 4 WAS FOUND LOCATED UNDER A FALLEN TREE WHICH HAS
 FE2487'BROKEN OFF THE WITNESS POST.  THE WITNESS POST IS LAYING ON THE
 FE2487'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1837 ***********************************************************************
 GB1837  DESIGNATION -  GORDON AZ MK
 GB1837  PID         -  GB1837
 GB1837  STATE/COUNTY-  TN/SMITH
 GB1837  USGS QUAD   -  GORDONSVILLE (1986)
 GB1837
 GB1837                         *CURRENT SURVEY CONTROL
 GB1837  ___________________________________________________________________
 GB1837* NAD 83(1986)-  36 10 46.     (N)    085 56 01.     (W)     SCALED    
 GB1837* NAVD 88     -       179.874  (meters)     590.14   (feet)  ADJUSTED  
 GB1837  ___________________________________________________________________
 GB1837  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1837  DYNAMIC HT  -         179.721 (meters)     589.63  (feet)  COMP
 GB1837  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GB1837
 GB1837  VERT ORDER  -  SECOND    CLASS 0
 GB1837
 GB1837.The horizontal coordinates were scaled from a topographic map and have
 GB1837.an estimated accuracy of +/- 6 seconds.
 GB1837
 GB1837.The orthometric height was determined by differential leveling
 GB1837.and adjusted by the National Geodetic Survey in June 1991..
 GB1837
 GB1837.The geoid height was determined by GEOID03.
 GB1837
 GB1837.The dynamic height is computed by dividing the NAVD 88
 GB1837.geopotential number by the normal gravity value computed on the
 GB1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1837.degrees latitude (g = 980.6199 gals.).
 GB1837
 GB1837.The modeled gravity was interpolated from observed gravity values.
 GB1837
 GB1837;                    North         East    Units  Estimated Accuracy
 GB1837;SPC TN       -   204,830.      605,970.      MT  (+/- 180 meters Scaled)
 GB1837
 GB1837                          SUPERSEDED SURVEY CONTROL
 GB1837
 GB1837  NGVD 29 (??/??/92)  179.939  (m)          590.35   (f) ADJ UNCH    2 0
 GB1837
 GB1837.Superseded values are not recommended for survey control.
 GB1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1837.See file dsdata.txt to determine how the superseded data were derived.
 GB1837
 GB1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF958043(NAD 83)
 GB1837_MARKER: DZ = AZIMUTH MARK DISK
 GB1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1837_STAMPING: GORDON 1960
 GB1837_MARK LOGO: CGS   
 GB1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1837+STABILITY: SURFACE MOTION
 GB1837
 GB1837  HISTORY     - Date     Condition        Report By
 GB1837  HISTORY     - 1960     MONUMENTED       CGS
 GB1837  HISTORY     - 1973     MARK NOT FOUND   NGS
 GB1837
 GB1837                          STATION DESCRIPTION
 GB1837
 GB1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1837'0.5 MI N FROM GORDONSVILLE.
 GB1837'FROM THE POST OFFICE IN GORDONVILLE, GO WEST ON STATE HIGHWAY 141
 GB1837'FOR 1 BLOCK, THEN 0.5 MILE NORTH ON A PAVED ROAD TO THE MARK ON
 GB1837'THE LEFT.  THE MARK IS 14 FT. WEST OF THE CENTER OF THE PAVED ROAD,
 GB1837'3 FT. SOUTHEAST OF A POWER LINE POLE, 2 FT. EAST OF A WIRE FENCE
 GB1837'AND 2.4 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 GB1837'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GB1837
 GB1837                          STATION RECOVERY (1973)
 GB1837
 GB1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GB1837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1836 ***********************************************************************
 GB1836  DESIGNATION -  GORDON RM 1
 GB1836  PID         -  GB1836
 GB1836  STATE/COUNTY-  TN/SMITH
 GB1836  USGS QUAD   -  GORDONSVILLE (1986)
 GB1836
 GB1836                         *CURRENT SURVEY CONTROL
 GB1836  ___________________________________________________________________
 GB1836* NAD 83(1986)-  36 10 28.     (N)    085 56 19.     (W)     SCALED    
 GB1836* NAVD 88     -       225.953  (meters)     741.31   (feet)  ADJUSTED  
 GB1836  ___________________________________________________________________
 GB1836  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1836  DYNAMIC HT  -         225.761 (meters)     740.68  (feet)  COMP
 GB1836  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GB1836
 GB1836  VERT ORDER  -  SECOND    CLASS 0
 GB1836
 GB1836.The horizontal coordinates were scaled from a topographic map and have
 GB1836.an estimated accuracy of +/- 6 seconds.
 GB1836
 GB1836.The orthometric height was determined by differential leveling
 GB1836.and adjusted by the National Geodetic Survey in June 1991..
 GB1836
 GB1836.The geoid height was determined by GEOID03.
 GB1836
 GB1836.The dynamic height is computed by dividing the NAVD 88
 GB1836.geopotential number by the normal gravity value computed on the
 GB1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1836.degrees latitude (g = 980.6199 gals.).
 GB1836
 GB1836.The modeled gravity was interpolated from observed gravity values.
 GB1836
 GB1836;                    North         East    Units  Estimated Accuracy
 GB1836;SPC TN       -   204,270.      605,520.      MT  (+/- 180 meters Scaled)
 GB1836
 GB1836                          SUPERSEDED SURVEY CONTROL
 GB1836
 GB1836  NGVD 29 (??/??/92)  226.019  (m)          741.53   (f) ADJ UNCH    2 0
 GB1836
 GB1836.Superseded values are not recommended for survey control.
 GB1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1836.See file dsdata.txt to determine how the superseded data were derived.
 GB1836
 GB1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF954038(NAD 83)
 GB1836_MARKER: DR = REFERENCE MARK DISK
 GB1836_SETTING: 66 = SET IN ROCK OUTCROP
 GB1836_SP_SET: BEDROCK
 GB1836_STAMPING: GORDON NO 1 1960
 GB1836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1836+STABILITY: POSITION/ELEVATION WELL
 GB1836
 GB1836  HISTORY     - Date     Condition        Report By
 GB1836  HISTORY     - 1960     MONUMENTED       CGS
 GB1836  HISTORY     - 1973     MARK NOT FOUND   NGS
 GB1836
 GB1836                          STATION DESCRIPTION
 GB1836
 GB1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1836'AT GORDONSVILLE.
 GB1836'THIS MARK IS LOCATED AT THE GORDON 1960 STATION SITE, 37.7 FT. EAST
 GB1836'OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GB1836'OUTCROPPING BEDROCK.
 GB1836
 GB1836                          STATION RECOVERY (1973)
 GB1836
 GB1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GB1836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1185 ***********************************************************************
 FD1185  DESIGNATION -  GORDON RM 1
 FD1185  PID         -  FD1185
 FD1185  STATE/COUNTY-  TN/HICKMAN
 FD1185  USGS QUAD   -  SPOT (1942)
 FD1185
 FD1185                         *CURRENT SURVEY CONTROL
 FD1185  ___________________________________________________________________
 FD1185* NAD 83(1986)-  35 58 08.     (N)    087 31 59.     (W)     SCALED    
 FD1185* NAVD 88     -       255.168  (meters)     837.16   (feet)  ADJUSTED  
 FD1185  ___________________________________________________________________
 FD1185  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD1185  DYNAMIC HT  -         254.946 (meters)     836.44  (feet)  COMP
 FD1185  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FD1185
 FD1185  VERT ORDER  -  SECOND    CLASS 0
 FD1185
 FD1185.The horizontal coordinates were scaled from a topographic map and have
 FD1185.an estimated accuracy of +/- 6 seconds.
 FD1185
 FD1185.The orthometric height was determined by differential leveling
 FD1185.and adjusted by the National Geodetic Survey in June 1991..
 FD1185
 FD1185.The geoid height was determined by GEOID03.
 FD1185
 FD1185.The dynamic height is computed by dividing the NAVD 88
 FD1185.geopotential number by the normal gravity value computed on the
 FD1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1185.degrees latitude (g = 980.6199 gals.).
 FD1185
 FD1185.The modeled gravity was interpolated from observed gravity values.
 FD1185
 FD1185;                    North         East    Units  Estimated Accuracy
 FD1185;SPC TN       -   182,550.      461,730.      MT  (+/- 180 meters Scaled)
 FD1185
 FD1185                          SUPERSEDED SURVEY CONTROL
 FD1185
 FD1185  NGVD 29 (??/??/92)  255.178  (m)          837.20   (f) ADJ UNCH    2 0
 FD1185
 FD1185.Superseded values are not recommended for survey control.
 FD1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1185.See file dsdata.txt to determine how the superseded data were derived.
 FD1185
 FD1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE519806(NAD 83)
 FD1185_MARKER: DR = REFERENCE MARK DISK
 FD1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1185_STAMPING: GORDON NO 1 1959
 FD1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1185+STABILITY: SURFACE MOTION
 FD1185
 FD1185  HISTORY     - Date     Condition        Report By
 FD1185  HISTORY     - 1959     MONUMENTED       CGS
 FD1185
 FD1185                          STATION DESCRIPTION
 FD1185
 FD1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1185'15 MI NE FROM ONLY.
 FD1185'THIS MARK IS LOCATED AT THE GORDON 1959 STATION SITE, 93.6 FT.
 FD1185'EAST OF THE STATION MARK, A DISK SET IN TOP OF A CONCRETE POST
 FD1185'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND, AND ABOUT
 FD1185'LEVEL WITH THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1835 ***********************************************************************
 GB1835  DESIGNATION -  GORDON RM 2
 GB1835  PID         -  GB1835
 GB1835  STATE/COUNTY-  TN/SMITH
 GB1835  USGS QUAD   -  GORDONSVILLE (1986)
 GB1835
 GB1835                         *CURRENT SURVEY CONTROL
 GB1835  ___________________________________________________________________
 GB1835* NAD 83(1986)-  36 10 28.     (N)    085 56 19.     (W)     SCALED    
 GB1835* NAVD 88     -       226.558  (meters)     743.30   (feet)  ADJUSTED  
 GB1835  ___________________________________________________________________
 GB1835  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1835  DYNAMIC HT  -         226.365 (meters)     742.67  (feet)  COMP
 GB1835  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GB1835
 GB1835  VERT ORDER  -  SECOND    CLASS 0
 GB1835
 GB1835.The horizontal coordinates were scaled from a topographic map and have
 GB1835.an estimated accuracy of +/- 6 seconds.
 GB1835
 GB1835.The orthometric height was determined by differential leveling
 GB1835.and adjusted by the National Geodetic Survey in June 1991..
 GB1835
 GB1835.The geoid height was determined by GEOID03.
 GB1835
 GB1835.The dynamic height is computed by dividing the NAVD 88
 GB1835.geopotential number by the normal gravity value computed on the
 GB1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1835.degrees latitude (g = 980.6199 gals.).
 GB1835
 GB1835.The modeled gravity was interpolated from observed gravity values.
 GB1835
 GB1835;                    North         East    Units  Estimated Accuracy
 GB1835;SPC TN       -   204,270.      605,520.      MT  (+/- 180 meters Scaled)
 GB1835
 GB1835                          SUPERSEDED SURVEY CONTROL
 GB1835
 GB1835  NGVD 29 (??/??/92)  226.624  (m)          743.52   (f) ADJ UNCH    2 0
 GB1835
 GB1835.Superseded values are not recommended for survey control.
 GB1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1835.See file dsdata.txt to determine how the superseded data were derived.
 GB1835
 GB1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF954038(NAD 83)
 GB1835_MARKER: DR = REFERENCE MARK DISK
 GB1835_SETTING: 66 = SET IN ROCK OUTCROP
 GB1835_SP_SET: BEDROCK
 GB1835_STAMPING: GORDON NO 2 1960
 GB1835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1835+STABILITY: POSITION/ELEVATION WELL
 GB1835
 GB1835  HISTORY     - Date     Condition        Report By
 GB1835  HISTORY     - 1960     MONUMENTED       CGS
 GB1835  HISTORY     - 1973     MARK NOT FOUND   NGS
 GB1835
 GB1835                          STATION DESCRIPTION
 GB1835
 GB1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1835'AT GORDONSVILLE.
 GB1835'THIS MARK IS LOCATED AT THE GORDON 1960 STATION SITE, 30.7 FT.
 GB1835'SOUTH OF THE STATION MARK AND 37 FT. EAST OF A ROCK FENCE.  THE DISK
 GB1835'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GB1835
 GB1835                          STATION RECOVERY (1973)
 GB1835
 GB1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GB1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1183 ***********************************************************************
 FD1183  DESIGNATION -  GORDON RM 2
 FD1183  PID         -  FD1183
 FD1183  STATE/COUNTY-  TN/HICKMAN
 FD1183  USGS QUAD   -  SPOT (1942)
 FD1183
 FD1183                         *CURRENT SURVEY CONTROL
 FD1183  ___________________________________________________________________
 FD1183* NAD 83(1986)-  35 58 08.     (N)    087 31 59.     (W)     SCALED    
 FD1183* NAVD 88     -       254.666  (meters)     835.52   (feet)  ADJUSTED  
 FD1183  ___________________________________________________________________
 FD1183  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD1183  DYNAMIC HT  -         254.444 (meters)     834.79  (feet)  COMP
 FD1183  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FD1183
 FD1183  VERT ORDER  -  SECOND    CLASS 0
 FD1183
 FD1183.The horizontal coordinates were scaled from a topographic map and have
 FD1183.an estimated accuracy of +/- 6 seconds.
 FD1183
 FD1183.The orthometric height was determined by differential leveling
 FD1183.and adjusted by the National Geodetic Survey in June 1991..
 FD1183
 FD1183.The geoid height was determined by GEOID03.
 FD1183
 FD1183.The dynamic height is computed by dividing the NAVD 88
 FD1183.geopotential number by the normal gravity value computed on the
 FD1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1183.degrees latitude (g = 980.6199 gals.).
 FD1183
 FD1183.The modeled gravity was interpolated from observed gravity values.
 FD1183
 FD1183;                    North         East    Units  Estimated Accuracy
 FD1183;SPC TN       -   182,550.      461,730.      MT  (+/- 180 meters Scaled)
 FD1183
 FD1183                          SUPERSEDED SURVEY CONTROL
 FD1183
 FD1183  NGVD 29 (??/??/92)  254.676  (m)          835.55   (f) ADJ UNCH    2 0
 FD1183
 FD1183.Superseded values are not recommended for survey control.
 FD1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1183.See file dsdata.txt to determine how the superseded data were derived.
 FD1183
 FD1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE519806(NAD 83)
 FD1183_MARKER: DR = REFERENCE MARK DISK
 FD1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1183_STAMPING: GORDON NO 2 1959
 FD1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1183+STABILITY: SURFACE MOTION
 FD1183
 FD1183  HISTORY     - Date     Condition        Report By
 FD1183  HISTORY     - 1959     MONUMENTED       CGS
 FD1183
 FD1183                          STATION DESCRIPTION
 FD1183
 FD1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1183'15 MI NE FROM ONLY.
 FD1183'THIS MARK IS LOCATED AT THE GORDON 1959 STATION SITE, 93.1 FT.
 FD1183'SOUTH-SOUTHEAST OF THE STATION MARK, 10 FT. NORTH-NORTHEAST OF
 FD1183'THE CENTER OF A TRACK ROAD, A DISK SET IN TOP OF A CONCRETE POST
 FD1183'PROJECTING 1 INCH, AND ABOUT 3 FT. LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1519 ***********************************************************************
 FD1519  DESIGNATION -  GORDON RM A
 FD1519  PID         -  FD1519
 FD1519  STATE/COUNTY-  TN/LEWIS
 FD1519  USGS QUAD   -  GORDONSBURG (1979)
 FD1519
 FD1519                         *CURRENT SURVEY CONTROL
 FD1519  ___________________________________________________________________
 FD1519* NAD 83(1995)-  35 36 00.00447(N)    087 24 16.37082(W)     ADJUSTED  
 FD1519* NAVD 88     -       312.4    (meters)    1025.     (feet)  VERTCON   
 FD1519  ___________________________________________________________________
 FD1519  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FD1519  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1519
 FD1519  HORZ ORDER  -  FIRST
 FD1519
 FD1519.The horizontal coordinates were established by classical geodetic methods
 FD1519.and adjusted by the National Geodetic Survey in April 1999..
 FD1519
 FD1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1519
 FD1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1519
 FD1519.The geoid height was determined by GEOID03.
 FD1519
 FD1519;                    North         East     Units Scale Factor Converg.
 FD1519;SPC TN       -   141,448.894   472,734.282   MT  0.99995670   -0 49 20.2
 FD1519;SPC TN       -   464,070.25  1,550,962.39   sFT  0.99995670   -0 49 20.2
 FD1519;UTM  16      - 3,939,659.532   463,355.768   MT  0.99961655   -0 14 07.8
 FD1519
 FD1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1519!SPC TN       -   0.99995537  x   0.99995670  =   0.99991208
 FD1519!UTM  16      -   0.99995537  x   0.99961655  =   0.99957194
 FD1519
 FD1519:                Primary Azimuth Mark                     Grid Az
 FD1519:SPC TN       -  KINCADE 2                                047 09 48.7
 FD1519:UTM  16      -  KINCADE 2                                046 34 36.3
 FD1519
 FD1519|---------------------------------------------------------------------|
 FD1519| PID    Reference Object                     Distance      Geod. Az  |
 FD1519|                                                           dddmmss.s |
 FD1519| FD1517 KINCADE 2                           APPROX.10.7 KM 0462028.5 |
 FD1519| FD1518 GORDON                               25.640 METERS 16359     |
 FD1519| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.14.7 KM 2444708.9 |
 FD1519|---------------------------------------------------------------------|
 FD1519
 FD1519                          SUPERSEDED SURVEY CONTROL
 FD1519
 FD1519  NAD 83(1995)-  35 36 00.00726(N)    087 24 16.37192(W) AD(       ) 1
 FD1519  NAD 83(1986)-  35 36 00.01511(N)    087 24 16.37239(W) AD(       ) 1
 FD1519  NAD 27      -  35 35 59.75165(N)    087 24 16.32409(W) AD(       ) 1
 FD1519  NGVD 29 (07/19/86)  312.4    (m)         1025.     (f) VERT ANG       
 FD1519
 FD1519.Superseded values are not recommended for survey control.
 FD1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1519.See file dsdata.txt to determine how the superseded data were derived.
 FD1519
 FD1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6335639660(NAD 83)
 FD1519_MARKER: DS = TRIANGULATION STATION DISK
 FD1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1519_STAMPING: GORDON RM A 1970
 FD1519_MARK LOGO: CGS   
 FD1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1519+STABILITY: SURFACE MOTION
 FD1519
 FD1519  HISTORY     - Date     Condition        Report By
 FD1519  HISTORY     - 1970     MONUMENTED       CGS
 FD1519
 FD1519                          STATION DESCRIPTION
 FD1519
 FD1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FD1519'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF HOHENWALD,
 FD1519'6 MILES WEST OF HAMPSHIRE, 2 MILES NORTH-NORTHEAST OF
 FD1519'GORDONSBURG, 0.15 MILE EAST OF THE NATCHEZ TRACE PARKWAY AND
 FD1519'ON PROPERTY OWNED BY THE MOBILE CHEMICAL COMPANY OF MT. PLEASANT,
 FD1519'TENNESSEE.
 FD1519'
 FD1519'THE STATION MARK IS A STANDARD DISK STAMPED GORDON RM A 1970,
 FD1519'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 FD1519'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 FD1519'IS 84 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED,
 FD1519'15 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 13 FEET
 FD1519'NORTHEAST OF A 10 INCH HICKORY TREE.
 FD1519'
 FD1519'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FD1519'GORDON 1934, THE DIRECTION AND THE DISTANCE, REDUCED TO SEA
 FD1519'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2435 ***********************************************************************
 GB2435  DESIGNATION -  GORDONSVILLE
 GB2435  PID         -  GB2435
 GB2435  STATE/COUNTY-  TN/SMITH
 GB2435  USGS QUAD   -  GORDONSVILLE (1986)
 GB2435
 GB2435                         *CURRENT SURVEY CONTROL
 GB2435  ___________________________________________________________________
 GB2435* NAD 83(1995)-  36 09 26.49566(N)    085 58 03.94116(W)     ADJUSTED  
 GB2435* NAVD 88     -       338.2    (meters)    1110.     (feet)  VERTCON   
 GB2435  ___________________________________________________________________
 GB2435  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GB2435  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB2435
 GB2435  HORZ ORDER  -  SECOND
 GB2435
 GB2435.The horizontal coordinates were established by classical geodetic methods
 GB2435.and adjusted by the National Geodetic Survey in April 1999..
 GB2435
 GB2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2435
 GB2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2435
 GB2435.The geoid height was determined by GEOID03.
 GB2435
 GB2435;                    North         East     Units Scale Factor Converg.
 GB2435;SPC TN       -   202,375.912   602,900.859   MT  0.99996427   +0 01 07.9
 GB2435;SPC TN       -   663,961.64  1,978,017.23   sFT  0.99996427   +0 01 07.9
 GB2435;UTM  16      - 4,001,895.700   592,849.572   MT  0.99970622   +0 36 32.6
 GB2435
 GB2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2435!SPC TN       -   0.99995154  x   0.99996427  =   0.99991581
 GB2435!UTM  16      -   0.99995154  x   0.99970622  =   0.99965777
 GB2435
 GB2435|---------------------------------------------------------------------|
 GB2435| PID    Reference Object                     Distance      Geod. Az  |
 GB2435|                                                           dddmmss.s |
 GB2435| CG5892 GORDONSVILLE RM 1                    10.943 METERS 14739     |
 GB2435| CG5893 GORDONSVILLE RM 2                    13.629 METERS 23023     |
 GB2435| CG5891 GORDONSVILLE AZ MK                                 3342621.6 |
 GB2435|---------------------------------------------------------------------|
 GB2435
 GB2435                          SUPERSEDED SURVEY CONTROL
 GB2435
 GB2435  NAD 83(1995)-  36 09 26.49847(N)    085 58 03.94479(W) AD(       ) 2
 GB2435  NAD 83(1995)-  36 09 26.49827(N)    085 58 03.94669(W) AD(       ) 2
 GB2435  NAD 83(1986)-  36 09 26.50744(N)    085 58 03.94178(W) AD(       ) 2
 GB2435  NAD 27      -  36 09 26.29000(N)    085 58 03.99200(W) AD(       ) 2
 GB2435  NGVD 29 (07/19/86)  338.3    (m)         1110.     (f) VERT ANG       
 GB2435
 GB2435.Superseded values are not recommended for survey control.
 GB2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2435.See file dsdata.txt to determine how the superseded data were derived.
 GB2435
 GB2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9285001896(NAD 83)
 GB2435_MARKER: DS = TRIANGULATION STATION DISK
 GB2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2435
 GB2435  HISTORY     - Date     Condition        Report By
 GB2435  HISTORY     - 1950     MONUMENTED       CGS
 GB2435  HISTORY     - 1960     GOOD             CGS
 GB2435  HISTORY     - 1971     GOOD             DMA
 GB2435
 GB2435                          STATION DESCRIPTION
 GB2435
 GB2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2435'STATION IS LOCATED ABOUT 7 MILES SOUTH OF CARTHAGE AND 2 MILES
 GB2435'SOUTHWEST OF GORDONSVILLE. IT IS 5 FEET SOUTHWEST OF A WHITE
 GB2435'WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED GORDONSVILLE
 GB2435'1950.
 GB2435'
 GB2435'REFERENCE MARK NO. 1. THE MARK IS A IRON PIPE 2 INCHES IN DIAMETER
 GB2435'WHICH PROJECTS 4 INCHES WITH A STANDARD TRIANGULATION REFERENCE MARK
 GB2435'DISK ATOP STAMPED GORDONSVILLE NO. 1 1950.
 GB2435'
 GB2435'REFERENCE MARK NO. 2 . THE MARK IS A IRON PIPE 2 INCHES IN DIAMETER
 GB2435'WHICH PROJECTS 4 INCHES WITH A STANDARD TRIANGULATION
 GB2435'REFERENCE MARK DISK ATOP STAMPED GORDNSVILLE NO. 2 1950.
 GB2435'
 GB2435'AZIMUTH MARK IS 121 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 GB2435'HOUSE, 45 FEET NORTHEAST OF A WHITE WITNESS POST AND 35 FEET EAST
 GB2435'OF A FENCELINE. THE MARK PROJECTS ABOUT 1 FOOT AND THE DISK IS
 GB2435'STAMPED GORDONSVILLE 1950.
 GB2435'
 GB2435'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70N AND
 GB2435'STATE HIGHWAY NO. 53 WHICH IS ABOUT 1 MILE SOUTHEAST OF CARTHAGE, GO
 GB2435'SOUTH ON STATE HIGHWAY NO. 53 FOR 7.0 MILES TO A DIRT ROAD LEFT, TURN
 GB2435'LEFT AND GO 0.9 MILE TO A DRIVEWAY ON THE RIGHT* CONTINUE ON DIRT
 GB2435'ROAD FOR 0.35 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT INTO DRIVEWAY
 GB2435'AND GO 0.05 MILE TO THE HOME OF MR. JULIUS WILLS. FROM THIS POINT
 GB2435'PACK IN A SOUTHEASTERLY DIRECTION FOR ABOUT 0.7 MILE TO THE TOP OF
 GB2435'HILL AND THE STATION AS DESCRIBED.
 GB2435'
 GB2435'TO REACH THE AZIMUTH MARK* FROM THIS POINT GO 0.2 MILE ON DRIVEWAY TO
 GB2435'LARGE FRAME HOUSE AND THE AZIMUTH MARK AS DESCRIBED.
 GB2435'
 GB2435'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2435
 GB2435                          STATION RECOVERY (1960)
 GB2435
 GB2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2435'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED. THE ORIGINAL
 GB2435'DESCRIPTION IS ADEQUATE.
 GB2435
 GB2435                          STATION RECOVERY (1971)
 GB2435
 GB2435'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 GB2435'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  WITNESS POST
 GB2435'INTACT.  STATION IS 50 FEET NORTH-NORTHEAST OF THE FIRETOWER.
 GB2435'
 GB2435'ORIGINAL DESCRIPTION ADEQUATE WITH THIS ADDITION.  TO REACH THE
 GB2435'STATION FROM THE RESIDENCE OF MR. JULIUS WILLS, FOLLOW GRAVEL ROAD
 GB2435'SOUTHEAST FOR 0.05 MILE TO A REDWOOD GATE.  PASS THROUGH THE GATE,
 GB2435'FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK FOR 1.05 MILE TO THE TOP
 GB2435'OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2590 ***********************************************************************
 GC2590  DESIGNATION -  GORMAN
 GC2590  PID         -  GC2590
 GC2590  STATE/COUNTY-  TN/HUMPHREYS
 GC2590  USGS QUAD   -  MC EWEN (1982)
 GC2590
 GC2590                         *CURRENT SURVEY CONTROL
 GC2590  ___________________________________________________________________
 GC2590* NAD 83(1995)-  36 06 00.22445(N)    087 41 12.87626(W)     ADJUSTED  
 GC2590* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 GC2590  ___________________________________________________________________
 GC2590  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GC2590  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2590
 GC2590  HORZ ORDER  -  THIRD
 GC2590
 GC2590.The horizontal coordinates were established by classical geodetic methods
 GC2590.and adjusted by the National Geodetic Survey in April 1999..
 GC2590
 GC2590.The orthometric height was scaled from a topographic map.
 GC2590
 GC2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2590
 GC2590.The geoid height was determined by GEOID03.
 GC2590
 GC2590;                    North         East     Units Scale Factor Converg.
 GC2590;SPC TN       -   197,326.944   448,108.069   MT  0.99995914   -0 59 15.3
 GC2590;SPC TN       -   647,396.82  1,470,167.89   sFT  0.99995914   -0 59 15.3
 GC2590;UTM  16      - 3,995,265.312   438,168.275   MT  0.99964711   -0 24 17.1
 GC2590
 GC2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2590!SPC TN       -   0.99996481  x   0.99995914  =   0.99992395
 GC2590!UTM  16      -   0.99996481  x   0.99964711  =   0.99961194
 GC2590
 GC2590:                Primary Azimuth Mark                     Grid Az
 GC2590:SPC TN       -  GORMAN AZ MK                             013 39 36.9
 GC2590:UTM  16      -  GORMAN AZ MK                             013 04 38.7
 GC2590
 GC2590|---------------------------------------------------------------------|
 GC2590| PID    Reference Object                     Distance      Geod. Az  |
 GC2590|                                                           dddmmss.s |
 GC2590| CG5897 GORMAN AZ MK                                       0124021.6 |
 GC2590| CG5898 GORMAN RM 1                          16.529 METERS 06721     |
 GC2590| CG5899 GORMAN RM 2                          10.796 METERS 19613     |
 GC2590|---------------------------------------------------------------------|
 GC2590
 GC2590                          SUPERSEDED SURVEY CONTROL
 GC2590
 GC2590  NAD 83(1995)-  36 06 00.22606(N)    087 41 12.87958(W) AD(       ) 3
 GC2590  NAD 83(1995)-  36 06 00.22706(N)    087 41 12.88065(W) AD(       ) 3
 GC2590  NAD 83(1986)-  36 06 00.23440(N)    087 41 12.87801(W) AD(       ) 3
 GC2590  NAD 27      -  36 06 00.01800(N)    087 41 12.80900(W) AD(       ) 3
 GC2590
 GC2590.Superseded values are not recommended for survey control.
 GC2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2590.See file dsdata.txt to determine how the superseded data were derived.
 GC2590
 GC2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3816895265(NAD 83)
 GC2590_MARKER: DS = TRIANGULATION STATION DISK
 GC2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2590
 GC2590  HISTORY     - Date     Condition        Report By
 GC2590  HISTORY     - 1952     MONUMENTED       CGS
 GC2590  HISTORY     - 1972     GOOD             LOCENG
 GC2590
 GC2590                          STATION DESCRIPTION
 GC2590
 GC2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2590'STATION IS LOCATED ABOUT 6 MILES EAST OF WAVERLY AND 2.9 MILES WEST
 GC2590'OF MC EWEN ON PROPERTY OWNED BY MELVIN LARKINS.  IT IS 93 FEET
 GC2590'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 26 FEET S OF A
 GC2590'WHITE WITNESS POST AND A FENCE CORNER AND 15 FEET EAST OF THE CENTER
 GC2590'OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED GORMAN
 GC2590'1952.
 GC2590'
 GC2590'REFERENCE MARK NO. 1 IS 58 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 GC2590'AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK
 GC2590'IS STAMPED GORMAN NO 1 1952.
 GC2590'
 GC2590'REFERENCE MARK NO. 2 IS 66 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC2590'THE HOUSE AND 15 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.  THE
 GC2590'MARK IS FLUSH AND THE DISK IS STAMPED GORMAN NO 2 1952.
 GC2590'
 GC2590'AZIMUTH MARK IS 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 GC2590'BARN, 24 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME BARN,
 GC2590'15 FEET SOUTH OF A WHITE WITNESS POST, 12 FEET WEST OF THE CENTER OF
 GC2590'A GRAVEL ROAD AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4
 GC2590'INCHES AND THE DISK IS STAMPED GORMAN 1952.
 GC2590'
 GC2590'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO EAST ON U.S.
 GC2590'HIGHWAY 70 FOR 6.4 MILES TO A SIDE ROAD RIGHT AT THE TOP OF A
 GC2590'HILL, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 GC2590'RIGHT, CONTINUE FOR 0.2 MILE TO THE STATION ON THE LEFT AS
 GC2590'DESCRIBED.
 GC2590'
 GC2590'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GC2590
 GC2590                          STATION RECOVERY (1972)
 GC2590
 GC2590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2590'GORMAN STATION MARK RECOVERED IN GOOD CONDITION.
 GC2590'
 GC2590'GORMAN 1952 FOUND STAMPED ON THE POINT.
 GC2590'
 GC2590'ADD TO DESCRIPTION OF STA. - 3.7 S. 80 DEG E. OF 16 INCH PINE.
 GC2590'30.4 FEET S. 15 W. OF 16 PINE.
 GC2590'REF. MK. NO. 1-GOOD-ADD TO DESCRIPTION-5.4 FEET N. 75 FEET E. OF 6
 GC2590'INCH PINE.
 GC2590'REF. MK. NO. 2-GOOD-ADD TO DESCRIPTION-4.6 N. 55 DEG E. OF 14
 GC2590'INCH PINE.
 GC2590'AZ. MK.-GOOD-ADD TO DESCRIPTION-23.3 E. OF SE. COR. BARN.
 GC2590'39.6 FEET 85 DEG W OF S. W. COR. BARN.
 GC2590'
 GC2590'DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MI EAST OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1318 ***********************************************************************
 GC1318  DESIGNATION -  GOURLEY
 GC1318  PID         -  GC1318
 GC1318  STATE/COUNTY-  TN/DAVIDSON
 GC1318  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1318
 GC1318                         *CURRENT SURVEY CONTROL
 GC1318  ___________________________________________________________________
 GC1318* NAD 83(1995)-  36 06 44.54924(N)    087 00 24.35968(W)     ADJUSTED  
 GC1318* NAVD 88     -       272.529  (meters)     894.12   (feet)  ADJUSTED  
 GC1318  ___________________________________________________________________
 GC1318  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 GC1318  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1318  DYNAMIC HT  -         272.295 (meters)     893.35  (feet)  COMP
 GC1318  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC1318
 GC1318  HORZ ORDER  -  FIRST
 GC1318  VERT ORDER  -  FIRST     CLASS II
 GC1318
 GC1318.The horizontal coordinates were established by classical geodetic methods
 GC1318.and adjusted by the National Geodetic Survey in April 1999..
 GC1318
 GC1318.The orthometric height was determined by differential leveling
 GC1318.and adjusted by the National Geodetic Survey in June 1991..
 GC1318
 GC1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1318
 GC1318.The geoid height was determined by GEOID03.
 GC1318
 GC1318.The dynamic height is computed by dividing the NAVD 88
 GC1318.geopotential number by the normal gravity value computed on the
 GC1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1318.degrees latitude (g = 980.6199 gals.).
 GC1318
 GC1318.The modeled gravity was interpolated from observed gravity values.
 GC1318
 GC1318;                    North         East     Units Scale Factor Converg.
 GC1318;SPC TN       -   197,850.215   509,360.380   MT  0.99996016   -0 35 21.8
 GC1318;SPC TN       -   649,113.58  1,671,126.51   sFT  0.99996016   -0 35 21.8
 GC1318;UTM  16      - 3,996,412.598   499,391.011   MT  0.99960000   -0 00 14.4
 GC1318
 GC1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1318!SPC TN       -   0.99996179  x   0.99996016  =   0.99992195
 GC1318!UTM  16      -   0.99996179  x   0.99960000  =   0.99956181
 GC1318
 GC1318|---------------------------------------------------------------------|
 GC1318| PID    Reference Object                     Distance      Geod. Az  |
 GC1318|                                                           dddmmss.s |
 GC1318| GC1320 GOURLEY RM 1                         42.925 METERS 02255     |
 GC1318| GC2360 LANDRUM                             APPROX.19.0 KM 0315315.0 |
 GC1318| CG5900 GOURLEY AZ MK                                      0373218.8 |
 GC1318| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.13.1 KM 0755616.7 |
 GC1318| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX.19.5 KM 0840827.3 |
 GC1318| GC2227 AIRWAY BEACON 64                    APPROX.34.1 KM 0860439.8 |
 GC1318| GC2323 WATKINS LOOKOUT TOWER HR 25         APPROX. 3.7 KM 0920600.8 |
 GC1318| GC2324 WATKINS ST GAME COMM RAD MAST       APPROX. 3.7 KM 0923657.0 |
 GC1318| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX.17.5 KM 1142139.4 |
 GC1318| GC2294 AIRWAY BEACON 63                    APPROX.13.6 KM 1145438.0 |
 GC1318| GC2535 AIRWAY BEACON 62                    APPROX.11.9 KM 1970222.5 |
 GC1318| GC1319 GOURLEY RM 2                         39.539 METERS 24102     |
 GC1318|---------------------------------------------------------------------|
 GC1318
 GC1318                          SUPERSEDED SURVEY CONTROL
 GC1318
 GC1318  NAD 83(1995)-  36 06 44.55119(N)    087 00 24.36184(W) AD(       ) 1
 GC1318  NAD 83(1995)-  36 06 44.55215(N)    087 00 24.36221(W) AD(       ) 1
 GC1318  NAD 83(1986)-  36 06 44.55975(N)    087 00 24.36290(W) AD(       ) 1
 GC1318  NAD 27      -  36 06 44.34600(N)    087 00 24.35100(W) AD(       ) 1
 GC1318  NGVD 29 (??/??/92)  272.551  (m)          894.19   (f) ADJ UNCH    1 2
 GC1318
 GC1318.Superseded values are not recommended for survey control.
 GC1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1318.See file dsdata.txt to determine how the superseded data were derived.
 GC1318
 GC1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9939196413(NAD 83)
 GC1318_MARKER: DS = TRIANGULATION STATION DISK
 GC1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1318_STAMPING: GOURLEY 1933
 GC1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1318+STABILITY: SURFACE MOTION
 GC1318
 GC1318  HISTORY     - Date     Condition        Report By
 GC1318  HISTORY     - 1933     MONUMENTED       CGS
 GC1318  HISTORY     - 1953     GOOD             CGS
 GC1318  HISTORY     - 1958     GOOD             TNHD
 GC1318  HISTORY     - 1959     GOOD             CGS
 GC1318  HISTORY     - 1970     GOOD             NGS
 GC1318  HISTORY     - 1970     GOOD             NGS
 GC1318
 GC1318                          STATION DESCRIPTION
 GC1318
 GC1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC1318'ABOUT 12-1/2 MILES WEST-SOUTHWEST OF CAPITOL IN NASHVILLE, 5 MILES
 GC1318'NORTHWEST OF BELLEVIEW, 1-1/2 MILES NORTH OF U.S.  ROUTE 70, 1/2
 GC1318'MILE EAST OF DAVIDSON-CHEATHAM COUNTY LINE, ON FLAT BRUSH-COVERED
 GC1318'RIDGE, AND ON LAND OWNED BY J.D.  GOURLEY. TO REACH FROM
 GC1318'NASHVILLE, LEAVE TOWN ON U.S. ROUTE 70 (BROADWAY) AND CONTINUE TO
 GC1318'JUNCTION WITH STATE ROUTE 100, CONTINUE 10.7 MILES ON U.S.
 GC1318'ROUTE 70 TO GRAVEL ROAD POSTED CHARLOTTE ROAD, TURN RIGHT ONTO THIS
 GC1318'ROAD AND GO 1.85 MILES TO STATION SITE. STATION IS 26 FEET
 GC1318'SOUTHEAST OF CENTER LINE OF GRAVEL ROAD ALONG TOP OF RIDGE, 21
 GC1318'FEET NORTH OF 8-INCH ELM TREE, AND 10 FEET EAST-NORTHEAST OF 14-INCH
 GC1318'STUMP. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 GC1318'DISKS IN CONCRETE. SURFACE MARK PROJECTS 6 INCHES
 GC1318'ABOVE GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GC1318'REFERENCE DISKS IN CONCRETE. REFERENCE MARK NO. 1,
 GC1318'PROJECTING 6 INCHES ABOVE GROUND, IS AT THE NORTHWEST EDGE OF
 GC1318'HIGHWAY AND 140.81 FEET FROM STATION.
 GC1318'REFERENCE MARK NO. 2, PROJECTING 10 INCHES ABOVE GROUND, IS AT
 GC1318'NORTHWEST EDGE OF HIGHWAY AND 129.60 FEET FROM STATION.
 GC1318'REFERENCE MARK NO. 1 IS 255.6 FEET NORTHEAST OF
 GC1318'REFERENCE MARK NO. 2. AZIMUTH MARK, PROJECTING 10 INCHES
 GC1318'ABOVE GROUND, IS AT NORTHWEST EDGE OF HIGHWAY AND ABOUT 0.15 MILE
 GC1318'FROM STATION.
 GC1318
 GC1318                          STATION RECOVERY (1953)
 GC1318
 GC1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1318'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC1318'CONDITION. DISTANCE AND DIRECTION TO ALL MARKS CHECKED. THE OLD
 GC1318'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE FOLLOWING. A
 GC1318'TENNESSEE GEOLOGY SURVEY MARK HAS BEEN SET NEAR THIS STATION.
 GC1318'IT IS 0.1 MILE SOUTH OF THE STATION, 80 FEET WEST OF THE SOUTHWEST
 GC1318'CORNER OF A HOUSE, 12 FEET WEST OF THE CENTER OF OLD CHARLOTTE
 GC1318'ROAD AND 2 FEET EAST OF A FENCE LINE. THE MARK IS A 6X6 INCH CONCRETE
 GC1318'POST, WHICH PROJECTS 6 INCHES WITH A STANDARD TENNESSEE
 GC1318'DIVISION OF GEOLOGY WPA STATION MARK DISK ATOP STAMPED
 GC1318'19-6-20.
 GC1318'
 GC1318'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PEGRAM, GO EAST ON
 GC1318'U.S. HIGHWAY 70 FOR 1.8 MILES TO THE INTERSECTION OF OLD
 GC1318'CHARLOTTE ROAD, TURN LEFT AND GO NORTH ON OLD CHARLOTTE ROAD FOR 1.8
 GC1318'MILE TO THE TENN. GEOLOGY SURVEY MARK ON THE LEFT AS
 GC1318'DESCRIBED.  CONTINUE FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 GC1318'CONTINUE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GC1318'
 GC1318'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC1318
 GC1318                          STATION RECOVERY (1958)
 GC1318
 GC1318'RECOVERY NOTE BY TN HIGHWAY DEPT 1958
 GC1318'STATION, AZIMUTH AND REFERENCE MARKS NOS. 1 AND 2 AND T.G.S. (WPA)
 GC1318'MARK 19-6-20 WERE RECOVERED IN GOOD CONDITION.  DISTANCES BUT
 GC1318'NOT DIRECTIONS TO REFERENCE MARKS WERE CHECKED.
 GC1318'
 GC1318'STATION IS ABOUT 12-1/2 MILES WSW OF CAPITOL IN NASHVILLE, 1-1/2
 GC1318'MILES N OF ROUTE U.S. 70, 1/2 MILE E OF DAVIDSON- CHEATHAM
 GC1318'COUNTY LINE, ON A FLAT GRASS-COVERED RIDGE OWNED BY DAVE FERGUSON.
 GC1318'MARK IS IN PASTURE LAND 22-1/2 FEET NW OF A 10-INCH ELM, 24 FEET
 GC1318'N OF AN 8-INCH OAK, 35 FEET N OF NW CORNER OF A SMALL ABANDONED STORE
 GC1318'AND 26-1/2 FEET SE OF CENTERLINE OF OLD CHARLOTTE ROAD. THE
 GC1318'MARK IS A STANDARD DISK, STAMPED GOURLEY 1933, SET IN A ROUND
 GC1318'CONCRETE MONUMENT PROJECTING 8 INCHES.
 GC1318'
 GC1318'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A ROUND CONCRETE
 GC1318'MONUMENT PROJECTING 8 INCHES, 140.81 FEET FROM STATION IN
 GC1318'AZIMUTH 61 DEG 02 MIN (NOT 202 DEG 55 MIN), 16 FEET W OF CENTERLINE
 GC1318'OF ROAD AND 1 FOOT W OF FENCE.  REFERENCE MARK NO. 2 IS A
 GC1318'STANDARD DISK SET IN A ROUND CONCRETE MONUMENT PROJECTING 6 INCHES,
 GC1318'129.60 FEET FROM STATION.
 GC1318'16-1/2 FEET W OF CENTERLINE OF ROAD, 1 FOOT W OF FENCE,
 GC1318'IN THE YARD OF DAVE FERGUSON. REFERENCE MARKS ARE 255.6 FEET
 GC1318'APART.
 GC1318'
 GC1318'AZIMUTH MARK IS 0.15 MILE FROM STATION.
 GC1318'IT IS IN PASTURE LAND 17 FEET W OF CENTERLINE OF
 GC1318'ROAD, 1 FOOT W OF FENCE AND PROJECTS 1 FOOT.
 GC1318'
 GC1318'STATION, REFERENCE MARK AND AZIMUTH MARK HAVE WHITE WITNESS POST SET
 GC1318'IN THE FENCE LINE OPPOSITE THEM.
 GC1318'
 GC1318'T.G.S. (WPA) 19-6-20 IS A BRONZE DISK SET IN A SQUARE CONCRETE
 GC1318'MONUMENT, 13 FEET W OF CENTERLINE OF ROAD, 1 FOOT E OF FENCE,
 GC1318'DIRECTLY IN FRONT OF AND ACROSS ROAD FROM THE RESIDENCE OF R.E.
 GC1318'DENTON. IT IS ABOUT 0.1 MILE FROM STATION.
 GC1318'
 GC1318'TO REACH STATION FROM THE INTERSECTION OF U.S. ROUTES 70 S (BROADWAY)
 GC1318'AND 70 N (CHARLOTTE PIKE) WEST OF NASHVILLE GO W ON U.S. 70
 GC1318'2.6 MILES TO ROYAL MOTOR COURT ON RIGHT (N), CONTINUE W ON U.S. 70
 GC1318'0.15 MILE TO OLD CHARLOTTE ROAD, TURN RIGHT (N) AND GO 1.85 MILE
 GC1318'TO THE HOME OF R.E. DENTON ON RIGHT (SE) SIDE OF ROAD AND MARK T.G.S.
 GC1318'(WPA) 19-6-20 DIRECTLY IN FRONT OF HOUSE ON OPPOSITE SIDE OF
 GC1318'ROAD. CONTINUE NORTHERLY 0.1 MILE TO OLD STORE BUILDING AND STATION
 GC1318'ON RIGHT (SE) SIDE OF ROAD.
 GC1318
 GC1318                          STATION RECOVERY (1959)
 GC1318
 GC1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1318'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC1318'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC1318'
 GC1318'THE STATION IS LOCATED ABOUT 12-1/2 MILES WEST-SOUTHWEST OF THE
 GC1318'CAPITOL IN NASHVILLE, 5 MILES NORTHWEST OF BELLEVIEW, 2-1/2 MILES
 GC1318'EAST-NORTHEAST OF PEGRAM AND ON A FLAT, GRASSY RIDGE ON PROPERTY
 GC1318'OWNED BY DAVE FERGUSON.
 GC1318'
 GC1318'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 GC1318'PEGRAM, GO EAST ON U.S. HIGHWAY 70 FOR 1.8 MILES TO OLD
 GC1318'CHARLOTTE ROAD ON THE LEFT, (THIS IS JUST 0.15 MILE WEST OF THE ROYAL
 GC1318'MOTOR COURT). HERE TURN LEFT, NORTH, AND FOLLOW OLD CHARLOTTE
 GC1318'ROAD FOR 1.8 MILES TO TENN. GEOLOGY SURVEY MARK 19-6-20 ON THE LEFT,
 GC1318'CONTINUE NORTH ON OLD CHARLOTTE ROAD FOR 0.1 MILE TO AN OLD
 GC1318'ABANDONED BUILDING ON THE RIGHT AND THE STATION AS DESCRIBED.
 GC1318'
 GC1318'THE STATION MARK IS IN SMALL PASTURE, 35 FEET NORTH OF THE NORTHWEST
 GC1318'CORNER OF A SMALL ABANDONED BUILDING, 26 FEET SOUTHEAST OF THE
 GC1318'CENTER OF OLD CHARLOTTE ROAD, 12 FEET EAST OF A WHITE WITNESS POST
 GC1318'AND 11 FEET SOUTHEAST OF THE PASTURE FENCE. IT IS A STANDARD
 GC1318'DISK SET IN A ROUND CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
 GC1318'GROUND AND THE DISK IS STAMPED GOURLEY 1933.
 GC1318'
 GC1318'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF POWER LINE TRANSFORMER POLE
 GC1318'NO. 75, 16 FEET NORTHWEST OF THE CENTER OF OLD CHARLOTTE
 GC1318'ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 GC1318'FENCE. IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GC1318'ROUND CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE THE GROUND AND THE
 GC1318'DISK IS STAMPED GOURLEY NO 1 1933.
 GC1318'
 GC1318'REFERENCE MARK NO. 2 IS 61 FEET NORTH OF POWER LINE POLE NO. 77, 18
 GC1318'FEET NORTHWEST OF THE CENTER OF OLD CHARLOTTE ROAD AND 2 FEET
 GC1318'NORTHWEST OF A FENCE. IT IS A REFERENCE MARK DISK SET IN THE TOP OF A
 GC1318'ROUND CONCRETE MONUMENT PROJECTING 12 INCHES ABOVE THE
 GC1318'GROUND AND THE DISK IS STAMPED GOURLEY NO 2 1933.
 GC1318'
 GC1318'THE AZIMUTH MARK IS 16 FEET NORTHWEST OF THE CENTER OF OLD CHARLOTTE
 GC1318'ROAD, 2-1/2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 GC1318'NORTHWEST OF A FENCE. IT IS A STANDARD REFERENCE MARK DISK SET IN THE
 GC1318'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 12 INCHES ABOVE
 GC1318'THE GROUND AND THE DISK IS STAMPED GOURLEY AZIMUTH 1933.
 GC1318'
 GC1318'TENN. GEOLOGY SURVEY MARK 19-6-20 IS 80 FEET WEST OF THE SOUTHWEST
 GC1318'CORNER OF THE R.E. DENTON RESIDENCE, 14 FEET NORTHWEST OF
 GC1318'THE CENTER OF OLD CHARLOTTE ROAD, 1-1/2 FEET EAST OF A FENCE AND
 GC1318'1-1/2 FEET EAST OF A WHITE WITNESS POST. IT IS A TENN.
 GC1318'GEOLOGY SURVEY DISK SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST
 GC1318'PROJECTING 18 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED
 GC1318'19-6-20.
 GC1318'
 GC1318'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST ON OLD
 GC1318'CHARLOTTE ROAD FOR 0.15 MILE AND THE MARK ON THE LEFT AS
 GC1318'DESCRIBED.
 GC1318
 GC1318                          STATION RECOVERY (1970)
 GC1318
 GC1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC1318'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK
 GC1318'AND THE TENNESSEE GEOLOGY SURVEY MARK 19-6-20 WERE RECOVERED
 GC1318'AND FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE OF 0.037
 GC1318'METERS IN THE DISTANCE TO REFERENCE MARK 2 AND 0.013 METERS IN
 GC1318'THE DISTANCE TO REFERENCE MARK 1 WERE NOTED AND VERIFIED AT THIS
 GC1318'TIME.  NO CHECK COULD BE OBTAINED IN THE ANGLE FROM THE AZIMUTH
 GC1318'MARK TO THE TENNESSEE GEOLOGY SURVEY MARK BECAUSE OF DENSE
 GC1318'FOLIAGE ON THE TREES.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC1318'
 GC1318'THE STATION IS LOCATED ABOUT 12-1/2 MILES WEST-SOUTHWEST OF
 GC1318'THE CAPITOL BUILDING IN NASHVILLE, 8 MILES WEST OF BELLE MEADE,
 GC1318'2-1/2 MILES EAST-NORTHEAST OF PEGRAM AND ON THE LAWN OF
 GC1318'MR. WALTER DAVIS WHO LIVES JUST SOUTH OF THE STATION.
 GC1318'
 GC1318'TO REACH THE STATION FROM THE POST OFFICE IN PEGRAM GO
 GC1318'EASTERLY ON U.S. HIGHWAY 70 FOR 1.8 MILES TO A SIDE ROAD LEFT,
 GC1318'(OLD CHARLOTTE PIKE).  TURN LEFT AND GO NORTHERLY ON OLD
 GC1318'CHARLOTTE PIKE FOR 1.9 MILES TO THE TENNESSEE GEOLOGY SURVEY
 GC1318'MARK ON THE LEFT.  CONTINUE AHEAD ON THE SURFACED ROAD FOR 0.1
 GC1318'MILE TO THE STATION ON THE RIGHT.
 GC1318'
 GC1318'THE STATION MARK, A STANDARD DISK STAMPED GOURLEY 1933, SET
 GC1318'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 GC1318'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 GC1318'48 FEET EAST OF POWER POLE NUMBER 0223-65, 27 FEET
 GC1318'EAST-SOUTHEAST OF THE CENTER OF OLD CHARLOTTE PIKE AND 12 FEET
 GC1318'EAST OF A METAL WITNESS POST WITH SIGN.
 GC1318'
 GC1318'REFERENCE MARK 1, A STANDARD DISK STAMPED GOURLEY NO 1 1933,
 GC1318'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 GC1318'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 GC1318'IS 33 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER 10223-89 AND
 GC1318'16.5 FEET WEST-NORTHWEST OF THE CENTER OF THE SURFACED
 GC1318'ROAD.
 GC1318'
 GC1318'REFERENCE MARK 2, A STANDARD DISK STAMPED GOURLEY NO 2 1933, IS
 GC1318'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 GC1318'DIAMETER AND PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT
 GC1318'IS 97.5 FEET SOUTHWEST OF POWER POLE NUMBER 0223-65, 18 FEET
 GC1318'WEST-NORTHWEST OF THE CENTER OF THE SURFACED ROAD AND 2 FEET
 GC1318'WEST-NORTHWEST OF A FENCE.
 GC1318'
 GC1318'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED GOURLEY
 GC1318'AZIMUTH 1933, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 GC1318'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 12 INCHES ABOVE
 GC1318'THE GROUND SURFACE.  IT IS 24 FEET NORTH OF POWER POLE NUMBER
 GC1318'10223-36, 17.5 FEET NORTHWEST OF THE CENTER OF THE SURFACED
 GC1318'ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN AND
 GC1318'0.5 FEET NORTHWEST OF A FENCE.
 GC1318'
 GC1318'THE MARK, A TENNESSEE GEOLOGY SURVEY DISK STAMPED 19-6-20, IS
 GC1318'SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST THAT PROJECTS
 GC1318'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 30.5 FEET NORTHWEST
 GC1318'OF A WOODEN FENCE, 13 FEET NORTHWEST OF THE CENTER OF THE
 GC1318'SURFACED ROAD AND 4 FEET SOUTHEAST OF A 20 INCH DECIDUOUS TREE.
 GC1318'
 GC1318'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 GC1318'SURFACED ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 GC1318'
 GC1318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC1318'2-1/2 MILES EAST-NORTHEAST OF PEGRAM.
 GC1318
 GC1318                          STATION RECOVERY (1970)
 GC1318
 GC1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GC1318'2.5 MI NE FROM PEGRAM.
 GC1318'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1318'RAILWAY FROM THE STATION AT PERGRAM, THENCE 2.0 MILES NORTH ALONG
 GC1318'OLD CHARLOTTE PIKE, 48 FEET EAST OF POWER POLE NUMBER 0223-65,
 GC1318'27 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 12 FEET EAST OF A
 GC1318'METAL WITNESS POST WITH SIGN ATTACH, SET IN THE TOP OF A ROUND
 GC1318'CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1320 ***********************************************************************
 GC1320  DESIGNATION -  GOURLEY RM 1
 GC1320  PID         -  GC1320
 GC1320  STATE/COUNTY-  TN/DAVIDSON
 GC1320  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1320
 GC1320                         *CURRENT SURVEY CONTROL
 GC1320  ___________________________________________________________________
 GC1320* NAD 83(1986)-  36 06 44.     (N)    087 00 24.     (W)     SCALED    
 GC1320* NAVD 88     -       271.540  (meters)     890.88   (feet)  ADJUSTED  
 GC1320  ___________________________________________________________________
 GC1320  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1320  DYNAMIC HT  -         271.306 (meters)     890.11  (feet)  COMP
 GC1320  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC1320
 GC1320  VERT ORDER  -  FIRST     CLASS II
 GC1320
 GC1320.The horizontal coordinates were scaled from a topographic map and have
 GC1320.an estimated accuracy of +/- 6 seconds.
 GC1320
 GC1320.The orthometric height was determined by differential leveling
 GC1320.and adjusted by the National Geodetic Survey in June 1991..
 GC1320
 GC1320.The geoid height was determined by GEOID03.
 GC1320
 GC1320.The dynamic height is computed by dividing the NAVD 88
 GC1320.geopotential number by the normal gravity value computed on the
 GC1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1320.degrees latitude (g = 980.6199 gals.).
 GC1320
 GC1320.The modeled gravity was interpolated from observed gravity values.
 GC1320
 GC1320;                    North         East    Units  Estimated Accuracy
 GC1320;SPC TN       -   197,830.      509,370.      MT  (+/- 180 meters Scaled)
 GC1320
 GC1320                          SUPERSEDED SURVEY CONTROL
 GC1320
 GC1320  NGVD 29 (??/??/92)  271.562  (m)          890.95   (f) ADJ UNCH    1 2
 GC1320
 GC1320.Superseded values are not recommended for survey control.
 GC1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1320.See file dsdata.txt to determine how the superseded data were derived.
 GC1320
 GC1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE994963(NAD 83)
 GC1320_MARKER: DR = REFERENCE MARK DISK
 GC1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1320_STAMPING: GOURLEY NO 1 1933
 GC1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1320+STABILITY: SURFACE MOTION
 GC1320
 GC1320  HISTORY     - Date     Condition        Report By
 GC1320  HISTORY     - 1933     MONUMENTED       CGS
 GC1320  HISTORY     - 1948     GOOD             NGS
 GC1320
 GC1320                          STATION DESCRIPTION
 GC1320
 GC1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1320'3.8 MI NE FROM PEGRAM.
 GC1320'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1320'RAILWAY FROM THE STATION AT PEGRAM, THENCE ABOUT 2.0 MILES NORTH
 GC1320'ALONG OLD CHARLOTTE ROAD, 140.8 FEET NORTH AND ACROSS THE ROAD
 GC1320'FROM THE STATION MARK, 255.5 FEET NORTHEAST OF R.M. NO. 2, 19
 GC1320'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 35 FEET NORTHEAST
 GC1320'OF THE SOUTH CORNER POST OF FENCE AROUND A YOUNG PLUM ORCHARD,
 GC1320'34 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 1 FOOT
 GC1320'NORTHWEST AND INSIDE THE FENCE, 2 1/2 FEET NORTHWEST OF A WHITE
 GC1320'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 GC1320'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1319 ***********************************************************************
 GC1319  DESIGNATION -  GOURLEY RM 2
 GC1319  PID         -  GC1319
 GC1319  STATE/COUNTY-  TN/DAVIDSON
 GC1319  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1319
 GC1319                         *CURRENT SURVEY CONTROL
 GC1319  ___________________________________________________________________
 GC1319* NAD 83(1986)-  36 06 44.     (N)    087 00 24.     (W)     SCALED    
 GC1319* NAVD 88     -       272.168  (meters)     892.94   (feet)  ADJUSTED  
 GC1319  ___________________________________________________________________
 GC1319  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC1319  DYNAMIC HT  -         271.934 (meters)     892.17  (feet)  COMP
 GC1319  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GC1319
 GC1319  VERT ORDER  -  FIRST     CLASS II
 GC1319
 GC1319.The horizontal coordinates were scaled from a topographic map and have
 GC1319.an estimated accuracy of +/- 6 seconds.
 GC1319
 GC1319.The orthometric height was determined by differential leveling
 GC1319.and adjusted by the National Geodetic Survey in June 1991..
 GC1319
 GC1319.The geoid height was determined by GEOID03.
 GC1319
 GC1319.The dynamic height is computed by dividing the NAVD 88
 GC1319.geopotential number by the normal gravity value computed on the
 GC1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1319.degrees latitude (g = 980.6199 gals.).
 GC1319
 GC1319.The modeled gravity was interpolated from observed gravity values.
 GC1319
 GC1319;                    North         East    Units  Estimated Accuracy
 GC1319;SPC TN       -   197,830.      509,370.      MT  (+/- 180 meters Scaled)
 GC1319
 GC1319                          SUPERSEDED SURVEY CONTROL
 GC1319
 GC1319  NGVD 29 (??/??/92)  272.190  (m)          893.01   (f) ADJ UNCH    1 2
 GC1319
 GC1319.Superseded values are not recommended for survey control.
 GC1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1319.See file dsdata.txt to determine how the superseded data were derived.
 GC1319
 GC1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE994963(NAD 83)
 GC1319_MARKER: DR = REFERENCE MARK DISK
 GC1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1319_STAMPING: GOURLEY NO 2 1933
 GC1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1319+STABILITY: SURFACE MOTION
 GC1319
 GC1319  HISTORY     - Date     Condition        Report By
 GC1319  HISTORY     - 1933     MONUMENTED       CGS
 GC1319  HISTORY     - 1970     GOOD             NGS
 GC1319
 GC1319                          STATION DESCRIPTION
 GC1319
 GC1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GC1319'2.5 MI NE FROM PEGRAM.
 GC1319'1.8 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1319'RAILWAY FROM THE STATION AT PEGRAM, THENCE 2.0 MILES NORTH ALONG
 GC1319'OLD CHARLOTTE PIKE, 129.7 FEET SOUTHWEST OF THE STATION MARK,
 GC1319'97.5 FEET SOUTHWEST OF POWER POLE NUMBER 0223-65, 18 FEET
 GC1319'NORTHWEST OF THE CENTER OF THE ROAD AND 2 FEET NORTHWEST OF THE
 GC1319'FENCE, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 12
 GC1319'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0576 ***********************************************************************
 GC0576  DESIGNATION -  GOWER
 GC0576  PID         -  GC0576
 GC0576  STATE/COUNTY-  TN/DAVIDSON
 GC0576  USGS QUAD   -  BELLEVUE (1983)
 GC0576
 GC0576                         *CURRENT SURVEY CONTROL
 GC0576  ___________________________________________________________________
 GC0576* NAD 83(1986)-  36 07 09.     (N)    086 54 54.     (W)     SCALED    
 GC0576* NAVD 88     -       217.841  (meters)     714.70   (feet)  ADJUSTED  
 GC0576  ___________________________________________________________________
 GC0576  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0576  DYNAMIC HT  -         217.653 (meters)     714.08  (feet)  COMP
 GC0576  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0576
 GC0576  VERT ORDER  -  SECOND    CLASS 0
 GC0576
 GC0576.The horizontal coordinates were scaled from a topographic map and have
 GC0576.an estimated accuracy of +/- 6 seconds.
 GC0576
 GC0576.The orthometric height was determined by differential leveling
 GC0576.and adjusted by the National Geodetic Survey in June 1991..
 GC0576
 GC0576.The geoid height was determined by GEOID03.
 GC0576
 GC0576.The dynamic height is computed by dividing the NAVD 88
 GC0576.geopotential number by the normal gravity value computed on the
 GC0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0576.degrees latitude (g = 980.6199 gals.).
 GC0576
 GC0576.The modeled gravity was interpolated from observed gravity values.
 GC0576
 GC0576;                    North         East    Units  Estimated Accuracy
 GC0576;SPC TN       -   198,520.      517,630.      MT  (+/- 180 meters Scaled)
 GC0576
 GC0576                          SUPERSEDED SURVEY CONTROL
 GC0576
 GC0576  NGVD 29 (??/??/92)  217.863  (m)          714.77   (f) ADJ UNCH    2 0
 GC0576
 GC0576.Superseded values are not recommended for survey control.
 GC0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0576.See file dsdata.txt to determine how the superseded data were derived.
 GC0576
 GC0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE076971(NAD 83)
 GC0576_MARKER: DE = TRAVERSE STATION DISK
 GC0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0576_STAMPING: GOWER 1959
 GC0576_MARK LOGO: CGS   
 GC0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0576+STABILITY: SURFACE MOTION
 GC0576
 GC0576  HISTORY     - Date     Condition        Report By
 GC0576  HISTORY     - 1959     MONUMENTED       CGS
 GC0576
 GC0576                          STATION DESCRIPTION
 GC0576
 GC0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0576'4.8 MI SW FROM NASHVILLE.
 GC0576'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC0576'CHARLOTTE ROAD IN NASHVILLE, GO WEST ON CHARLOTTE ROAD (U.S.
 GC0576'HIGHWAY 70 N) FOR 4.4 MILES TO A DRIVEWAY ON THE LEFT, TURN
 GC0576'LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE TO A GATE, GO
 GC0576'THROUGH THE GATE AND FOLLOW DIM TRACK ROAD THROUGH THE WOODS
 GC0576'FOR 0.3 MILE TO THE SUMMIT OF THE HILL AND THE STATION AS
 GC0576'DESCRIBED, 14.5 FT. NORTHEAST OF A TRIANGLE BLACED TREE AND 5 FT.
 GC0576'NORTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE
 GC0576'POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2316 ***********************************************************************
 GC2316  DESIGNATION -  GOWER
 GC2316  PID         -  GC2316
 GC2316  STATE/COUNTY-  TN/DAVIDSON
 GC2316  USGS QUAD   -  BELLEVUE (1983)
 GC2316
 GC2316                         *CURRENT SURVEY CONTROL
 GC2316  ___________________________________________________________________
 GC2316* NAD 83(1995)-  36 07 08.78174(N)    086 54 54.32854(W)     ADJUSTED  
 GC2316* NAVD 88     -       217.84   (+/-2cm)     714.7    (feet)  VERTCON   
 GC2316  ___________________________________________________________________
 GC2316  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GC2316  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2316
 GC2316  HORZ ORDER  -  SECOND
 GC2316  VERT ORDER  -  THIRD ? (See Below)
 GC2316
 GC2316.The horizontal coordinates were established by classical geodetic methods
 GC2316.and adjusted by the National Geodetic Survey in April 1999..
 GC2316
 GC2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2316.The vertical order pertains to the NGVD 29 superseded value.
 GC2316
 GC2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2316
 GC2316.The geoid height was determined by GEOID03.
 GC2316
 GC2316;                    North         East     Units Scale Factor Converg.
 GC2316;SPC TN       -   198,516.022   517,620.678   MT  0.99996074   -0 32 08.6
 GC2316;SPC TN       -   651,297.98  1,698,227.17   sFT  0.99996074   -0 32 08.6
 GC2316;UTM  16      - 3,997,162.523   507,641.100   MT  0.99960072   +0 03 00.2
 GC2316
 GC2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2316!SPC TN       -   0.99997039  x   0.99996074  =   0.99993113
 GC2316!UTM  16      -   0.99997039  x   0.99960072  =   0.99957112
 GC2316
 GC2316|---------------------------------------------------------------------|
 GC2316| PID    Reference Object                     Distance      Geod. Az  |
 GC2316|                                                           dddmmss.s |
 GC2316| GC0575 GOWER RM 1                           22.872 METERS 06050     |
 GC2316| CG5901 GOWER AZ MK                                        2653446.8 |
 GC2316| GC0577 GOWER RM 2                           21.571 METERS 34445     |
 GC2316|---------------------------------------------------------------------|
 GC2316
 GC2316                          SUPERSEDED SURVEY CONTROL
 GC2316
 GC2316  NAD 83(1995)-  36 07 08.78381(N)    086 54 54.33057(W) AD(       ) 2
 GC2316  NAD 83(1995)-  36 07 08.78507(N)    086 54 54.33108(W) AD(       ) 2
 GC2316  NAD 83(1986)-  36 07 08.79203(N)    086 54 54.33201(W) AD(       ) 2
 GC2316  NAD 27      -  36 07 08.58080(N)    086 54 54.32450(W) AD(       ) 2
 GC2316  NGVD 29 (07/19/86)  217.86   (m)          714.8    (f) LEVELING    3  
 GC2316
 GC2316.Superseded values are not recommended for survey control.
 GC2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2316.See file dsdata.txt to determine how the superseded data were derived.
 GC2316
 GC2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0764197163(NAD 83)
 GC2316_MARKER: DE = TRAVERSE STATION DISK
 GC2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2316
 GC2316  HISTORY     - Date     Condition        Report By
 GC2316  HISTORY     - 1959     MONUMENTED       CGS
 GC2316
 GC2316                          STATION DESCRIPTION
 GC2316
 GC2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2316'THE STATION IS LOCATED ABOUT 8 MILES WEST OF THE DOWNTOWN SECTION OF
 GC2316'NASHVILLE AND ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 70 N.
 GC2316'
 GC2316'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC2316'CHARLOTTE ROAD IN NASHVILLE, GO WEST ON CHARLOTTE ROAD, (U.S.
 GC2316'HIGHWAY 70 N) FOR 4.4 MILES TO A DRIVEWAY ON THE LEFT*, TURN LEFT AND
 GC2316'GO SOUTH ON DRIVEWAY FOR 0.1 MILE TO A GATE, GO THROUGH GATE
 GC2316'AND FOLLOW DIM TRACK ROAD THROUGH WOODS FOR 0.3 MILE TO THE SUMMIT OF
 GC2316'THE HILL AND THE STATION AS DESCRIBED.
 GC2316'
 GC2316'THE STATION IS 14.5 FEET NORTHEAST OF A TRIANGLE BLAZED TREE AND 5
 GC2316'FEET NORTHWEST IF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK
 GC2316'SET IN A 10-INCH SQUARE CONCRETE POST WITH AN UNDERGROUND MARK. IT IS
 GC2316'SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED
 GC2316'GOWER 1959.
 GC2316'
 GC2316'REFERENCE MARK NO. 1 IS SET ON THE SOUTHEAST SLOPE OF THE HILL,
 GC2316'PROJECTS 4 INCHES ABOVE THE SURROUNDING SURFACE AND THE DISK IS
 GC2316'STAMPED GOWER NO. 1 1959.
 GC2316'
 GC2316'REFERENCE MARK NO. 2 IS SET ON THE NORTHWEST SLOPE OF THE HILL, IS
 GC2316'SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED
 GC2316'GOWER NO. 2 1959.
 GC2316'
 GC2316'THE AZIMUTH MARK IS 82 FEET NORTH OF A POWER LINE POLE NO. 325-2, 28
 GC2316'FEET WEST OF THE CENTER OF OLD HICKORY ROAD, 2 FEET NORTH OF A
 GC2316'WITNESS SIGN AND 2 FEET EAST OF A FENCE. IT IS SET FLUSH WITH THE
 GC2316'SURROUNDING SURFACE AND THE DISK IS STAMPED GOWER 1959.
 GC2316'
 GC2316'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY LEADING INTO THE
 GC2316'STATION*, CONTINUE WESTERLY ON U.S. HIGHWAY NO. 70N FOR 0.8 MILE
 GC2316'TO OLD HICKORY ROAD, TURN RIGHT ON OLD HICKORY ROAD AND GO 0.1 MILE
 GC2316'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2316'
 GC2316'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0575 ***********************************************************************
 GC0575  DESIGNATION -  GOWER RM 1
 GC0575  PID         -  GC0575
 GC0575  STATE/COUNTY-  TN/DAVIDSON
 GC0575  USGS QUAD   -  BELLEVUE (1983)
 GC0575
 GC0575                         *CURRENT SURVEY CONTROL
 GC0575  ___________________________________________________________________
 GC0575* NAD 83(1986)-  36 07 08.     (N)    086 54 54.     (W)     SCALED    
 GC0575* NAVD 88     -       216.332  (meters)     709.75   (feet)  ADJUSTED  
 GC0575  ___________________________________________________________________
 GC0575  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0575  DYNAMIC HT  -         216.145 (meters)     709.14  (feet)  COMP
 GC0575  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0575
 GC0575  VERT ORDER  -  SECOND    CLASS 0
 GC0575
 GC0575.The horizontal coordinates were scaled from a topographic map and have
 GC0575.an estimated accuracy of +/- 6 seconds.
 GC0575
 GC0575.The orthometric height was determined by differential leveling
 GC0575.and adjusted by the National Geodetic Survey in June 1991..
 GC0575
 GC0575.The geoid height was determined by GEOID03.
 GC0575
 GC0575.The dynamic height is computed by dividing the NAVD 88
 GC0575.geopotential number by the normal gravity value computed on the
 GC0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0575.degrees latitude (g = 980.6199 gals.).
 GC0575
 GC0575.The modeled gravity was interpolated from observed gravity values.
 GC0575
 GC0575;                    North         East    Units  Estimated Accuracy
 GC0575;SPC TN       -   198,490.      517,630.      MT  (+/- 180 meters Scaled)
 GC0575
 GC0575                          SUPERSEDED SURVEY CONTROL
 GC0575
 GC0575  NGVD 29 (??/??/92)  216.354  (m)          709.82   (f) ADJ UNCH    2 0
 GC0575
 GC0575.Superseded values are not recommended for survey control.
 GC0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0575.See file dsdata.txt to determine how the superseded data were derived.
 GC0575
 GC0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE076971(NAD 83)
 GC0575_MARKER: DR = REFERENCE MARK DISK
 GC0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0575_STAMPING: GOWER NO 1 1959
 GC0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0575+STABILITY: SURFACE MOTION
 GC0575
 GC0575  HISTORY     - Date     Condition        Report By
 GC0575  HISTORY     - 1959     MONUMENTED       CGS
 GC0575
 GC0575                          STATION DESCRIPTION
 GC0575
 GC0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0575'4.8 MI SW FROM NASHVILLE.
 GC0575'THIS MARK IS LOCATED AT THE GOWER 1959 STATION SITE, 75 FT.
 GC0575'NORTHEAST OF THE STATION MARK, AND IS SET ON THE NORTHEAST
 GC0575'SLOPE OF A HILL, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC0575'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0577 ***********************************************************************
 GC0577  DESIGNATION -  GOWER RM 2
 GC0577  PID         -  GC0577
 GC0577  STATE/COUNTY-  TN/DAVIDSON
 GC0577  USGS QUAD   -  BELLEVUE (1983)
 GC0577
 GC0577                         *CURRENT SURVEY CONTROL
 GC0577  ___________________________________________________________________
 GC0577* NAD 83(1986)-  36 07 08.     (N)    086 54 54.     (W)     SCALED    
 GC0577* NAVD 88     -       216.300  (meters)     709.64   (feet)  ADJUSTED  
 GC0577  ___________________________________________________________________
 GC0577  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC0577  DYNAMIC HT  -         216.113 (meters)     709.03  (feet)  COMP
 GC0577  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0577
 GC0577  VERT ORDER  -  SECOND    CLASS 0
 GC0577
 GC0577.The horizontal coordinates were scaled from a topographic map and have
 GC0577.an estimated accuracy of +/- 6 seconds.
 GC0577
 GC0577.The orthometric height was determined by differential leveling
 GC0577.and adjusted by the National Geodetic Survey in June 1991..
 GC0577
 GC0577.The geoid height was determined by GEOID03.
 GC0577
 GC0577.The dynamic height is computed by dividing the NAVD 88
 GC0577.geopotential number by the normal gravity value computed on the
 GC0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0577.degrees latitude (g = 980.6199 gals.).
 GC0577
 GC0577.The modeled gravity was interpolated from observed gravity values.
 GC0577
 GC0577;                    North         East    Units  Estimated Accuracy
 GC0577;SPC TN       -   198,490.      517,630.      MT  (+/- 180 meters Scaled)
 GC0577
 GC0577                          SUPERSEDED SURVEY CONTROL
 GC0577
 GC0577  NGVD 29 (??/??/92)  216.322  (m)          709.72   (f) ADJ UNCH    2 0
 GC0577
 GC0577.Superseded values are not recommended for survey control.
 GC0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0577.See file dsdata.txt to determine how the superseded data were derived.
 GC0577
 GC0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE076971(NAD 83)
 GC0577_MARKER: DR = REFERENCE MARK DISK
 GC0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0577_STAMPING: GOWER NO 2 1959
 GC0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0577+STABILITY: SURFACE MOTION
 GC0577
 GC0577  HISTORY     - Date     Condition        Report By
 GC0577  HISTORY     - 1959     MONUMENTED       CGS
 GC0577
 GC0577                          STATION DESCRIPTION
 GC0577
 GC0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0577'4.8 MI SW FROM NASHVILLE.
 GC0577'THIS MARK IS LOCATED AT THE GOWER 1959 STATION SITE, 70.7 FT.
 GC0577'NORTH OF THE STATION MARK AND IS SET ON THE NORTHWEST SLOPE OF
 GC0577'A HILL, A DISK SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 GC0577'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1997 ***********************************************************************
 FC1997  DESIGNATION -  GPS 0001
 FC1997  PID         -  FC1997
 FC1997  STATE/COUNTY-  TN/KNOX
 FC1997  USGS QUAD   -  BEARDEN (1990)
 FC1997
 FC1997                         *CURRENT SURVEY CONTROL
 FC1997  ___________________________________________________________________
 FC1997* NAD 83(1995)-  35 54 39.70150(N)    084 05 28.37312(W)     ADJUSTED  
 FC1997* NAVD 88     -       278.2    (meters)     913.     (feet)  VERTCON   
 FC1997  ___________________________________________________________________
 FC1997  X           -     532,431.383 (meters)                     COMP
 FC1997  Y           -  -5,144,517.134 (meters)                     COMP
 FC1997  Z           -   3,720,345.591 (meters)                     COMP
 FC1997  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FC1997  ELLIP HEIGHT-         247.48  (meters)          (04/12/99) GPS OBS
 FC1997  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC1997
 FC1997  HORZ ORDER  -  FIRST
 FC1997  ELLP ORDER  -  FOURTH    CLASS I
 FC1997
 FC1997.The horizontal coordinates were established by GPS observations
 FC1997.and adjusted by the National Geodetic Survey in April 1999..
 FC1997
 FC1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1997
 FC1997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1997
 FC1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1997
 FC1997.The ellipsoidal height was determined by GPS observations
 FC1997.and is referenced to NAD 83.
 FC1997
 FC1997.The geoid height was determined by GEOID03.
 FC1997
 FC1997;                    North         East     Units Scale Factor Converg.
 FC1997;SPC TN       -   176,723.848   772,276.567   MT  0.99994930   +1 07 02.9
 FC1997;SPC TN       -   579,801.49  2,533,710.70   sFT  0.99994930   +1 07 02.9
 FC1997;UTM  16      - 3,977,990.290   762,491.529   MT  1.00044910   +1 42 25.4
 FC1997
 FC1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1997!SPC TN       -   0.99996116  x   0.99994930  =   0.99991046
 FC1997!UTM  16      -   0.99996116  x   1.00044910  =   1.00041024
 FC1997
 FC1997:                Primary Azimuth Mark                     Grid Az
 FC1997:SPC TN       -  GPS 0002                                 081 05 13.8
 FC1997:UTM  16      -  GPS 0002                                 080 29 51.3
 FC1997
 FC1997|---------------------------------------------------------------------|
 FC1997| PID    Reference Object                     Distance      Geod. Az  |
 FC1997|                                                           dddmmss.s |
 FC1997| FC1998 GPS 0002                            426.786 METERS 0821216.7 |
 FC1997|---------------------------------------------------------------------|
 FC1997
 FC1997                          SUPERSEDED SURVEY CONTROL
 FC1997
 FC1997  NAD 83(1995)-  35 54 39.70236(N)    084 05 28.37959(W) AD(       ) 1
 FC1997  ELLIP H (05/28/93)  247.46   (m)                       GP(       ) 4 2
 FC1997  NGVD 29 (05/28/93)  278.3    (m)          913.     (f) GPS OBS        
 FC1997
 FC1997.Superseded values are not recommended for survey control.
 FC1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1997.See file dsdata.txt to determine how the superseded data were derived.
 FC1997
 FC1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6249277990(NAD 83)
 FC1997_MARKER: DD = SURVEY DISK
 FC1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1997_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1997+STABILITY: SURFACE MOTION
 FC1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1997+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC1997
 FC1997  HISTORY     - Date     Condition        Report By
 FC1997  HISTORY     - 1988     MONUMENTED       AEROS
 FC1997
 FC1997                          STATION DESCRIPTION
 FC1997
 FC1997'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC1997'THE STATION IS LOCATED ABOUT 16.7 KM (10.3 MI)
 FC1997'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC1997'0.8 KM (0.5 MI) SOUTH OF THE JUNCTION OF INTERSTATE 40 AND CEDAR
 FC1997'BLUFF ROAD,
 FC1997'2.67 KM (1.65 MI) EAST OF THE JUNCTION OF INTERSTATE 40 AND MABRY
 FC1997'HOOD ROAD.
 FC1997'OWNERSHIP--CITY OF KNOXVILLE.
 FC1997'
 FC1997'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FC1997'INTERSTATE 275, GO WEST-SOUTHWEST FOR 15.80 KM (9.75 MI) ON
 FC1997'INTERSTATE 40 TO THE CEDAR BLUFF ROAD EXIT.
 FC1997'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.76 KM (0.47 MI) ON CEDAR BLUFF
 FC1997'ROAD TO THE JUNCTION WITH KINGSTON PIKE.
 FC1997'TURN RIGHT AND GO WEST FOR 0.53 KM (0.33 MI) ON KINGSTON PIKE TO
 FC1997'THE STATION ON THE RIGHT AT THE INTERSECTION OF MARKET PLACE DRIVE.
 FC1997'
 FC1997'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC1997'STAMPED---GPS 0001 1988---,
 FC1997'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC1997'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC1997'14.9 METERS (49.0 FT) WEST FROM THE CENTERLINE OF MARKET PLACE DRIVE,
 FC1997'8.4 METERS (27.5 FT) NORTHEAST FROM A POWER POLE NUMBERED 781175,
 FC1997'AND 17.2 METERS (56.5 FT) SOUTHWEST FROM THE CENTER OF A HEADWALL IN
 FC1997'A DETENTION BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1998 ***********************************************************************
 FC1998  DESIGNATION -  GPS 0002
 FC1998  PID         -  FC1998
 FC1998  STATE/COUNTY-  TN/KNOX
 FC1998  USGS QUAD   -  BEARDEN (1990)
 FC1998
 FC1998                         *CURRENT SURVEY CONTROL
 FC1998  ___________________________________________________________________
 FC1998* NAD 83(1995)-  35 54 41.57932(N)    084 05 11.50896(W)     ADJUSTED  
 FC1998* NAVD 88     -       275.2    (meters)     903.     (feet)  VERTCON   
 FC1998  ___________________________________________________________________
 FC1998  X           -     532,848.248 (meters)                     COMP
 FC1998  Y           -  -5,144,437.409 (meters)                     COMP
 FC1998  Z           -   3,720,390.715 (meters)                     COMP
 FC1998  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FC1998  ELLIP HEIGHT-         244.49  (meters)          (04/12/99) GPS OBS
 FC1998  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC1998
 FC1998  HORZ ORDER  -  FIRST
 FC1998  ELLP ORDER  -  FOURTH    CLASS I
 FC1998
 FC1998.The horizontal coordinates were established by GPS observations
 FC1998.and adjusted by the National Geodetic Survey in April 1999..
 FC1998
 FC1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1998
 FC1998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1998
 FC1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1998
 FC1998.The ellipsoidal height was determined by GPS observations
 FC1998.and is referenced to NAD 83.
 FC1998
 FC1998.The geoid height was determined by GEOID03.
 FC1998
 FC1998;                    North         East     Units Scale Factor Converg.
 FC1998;SPC TN       -   176,789.967   772,698.178   MT  0.99994931   +1 07 12.8
 FC1998;SPC TN       -   580,018.42  2,535,093.94   sFT  0.99994931   +1 07 12.8
 FC1998;UTM  16      - 3,978,060.780   762,912.648   MT  1.00045183   +1 42 35.4
 FC1998
 FC1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1998!SPC TN       -   0.99996163  x   0.99994931  =   0.99991094
 FC1998!UTM  16      -   0.99996163  x   1.00045183  =   1.00041344
 FC1998
 FC1998:                Primary Azimuth Mark                     Grid Az
 FC1998:SPC TN       -  GPS 0001                                 261 05 13.7
 FC1998:UTM  16      -  GPS 0001                                 260 29 51.1
 FC1998
 FC1998|---------------------------------------------------------------------|
 FC1998| PID    Reference Object                     Distance      Geod. Az  |
 FC1998|                                                           dddmmss.s |
 FC1998| FC1997 GPS 0001                            426.786 METERS 2621226.5 |
 FC1998|---------------------------------------------------------------------|
 FC1998
 FC1998                          SUPERSEDED SURVEY CONTROL
 FC1998
 FC1998  NAD 83(1995)-  35 54 41.58024(N)    084 05 11.51538(W) AD(       ) 1
 FC1998  ELLIP H (05/28/93)  244.46   (m)                       GP(       ) 4 2
 FC1998  NGVD 29 (05/28/93)  275.3    (m)          903.     (f) GPS OBS        
 FC1998
 FC1998.Superseded values are not recommended for survey control.
 FC1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1998.See file dsdata.txt to determine how the superseded data were derived.
 FC1998
 FC1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6291378061(NAD 83)
 FC1998_MARKER: DD = SURVEY DISK
 FC1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1998_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1998+STABILITY: SURFACE MOTION
 FC1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1998+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC1998
 FC1998  HISTORY     - Date     Condition        Report By
 FC1998  HISTORY     - 1988     MONUMENTED       AEROS
 FC1998
 FC1998                          STATION DESCRIPTION
 FC1998
 FC1998'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC1998'THE STATION IS LOCATED ABOUT 16.2 KM (10.0 MI)
 FC1998'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC1998'0.8 KM (0.5 MI) SOUTH-SOUTHEAST OF THE JUNCTION OF INTERSTATE 40
 FC1998'AND CEDAR BLUFF ROAD, AND AT THE JUNCTION OF KINGSTON PIKE AND
 FC1998'CEDAR BLUFF ROAD.
 FC1998'OWNERSHIP--CITY OF KNOXVILLE.
 FC1998'
 FC1998'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275,
 FC1998'GO WEST-SOUTHWEST FOR 15.80 KM (9.75 MI) ON INTERSTATE 40 TO THE
 FC1998'CEDAR BLUFF ROAD EXIT.
 FC1998'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 0.76 KM (0.47 MI) ON CEDAR
 FC1998'BLUFF ROAD TO THE JUNCTION WITH KINGSTON PIKE AND THE STATION IN
 FC1998'THE MEDIAN ON THE SOUTH SIDE OF KINGSTON PIKE AT THE CENTERLINE
 FC1998'EXTENSION OF CEDAR BLUFF ROAD.
 FC1998'
 FC1998'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC1998'STAMPED---GPS 0002 1988---,
 FC1998'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC1998'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC1998'6.5 METERS (21.5 FT) NORTH FROM THE CENTERLINE FACE OF A DECORATIVE
 FC1998'BRICK WALL WITH THE WORDS--CEDAR BLUFF,
 FC1998'6.1 METERS (20.0 FT) EAST FROM THE CENTERLINE OF THE SOUTHBOUND
 FC1998'LANE OF SOUTH CEDAR BLUFF ROAD,
 FC1998'0.6 METERS (2.0 FT) SOUTH FROM THE APEX OF THE FACE OF A CURB IN
 FC1998'THE CENTRAL MEDIAN OF SOUTH CEDAR BLUFF ROAD, AND
 FC1998'17.1 METERS (56.0 FT) EAST FROM THE SUPPORT OF AN EXXON SIGN FOR
 FC1998'THE SERVICE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1999 ***********************************************************************
 FC1999  DESIGNATION -  GPS 0003
 FC1999  PID         -  FC1999
 FC1999  STATE/COUNTY-  TN/KNOX
 FC1999  USGS QUAD   -  BEARDEN (1990)
 FC1999
 FC1999                         *CURRENT SURVEY CONTROL
 FC1999  ___________________________________________________________________
 FC1999* NAD 83(1995)-  35 55 35.08926(N)    084 02 37.57418(W)     ADJUSTED  
 FC1999* NAVD 88     -       320.6    (meters)    1052.     (feet)  VERTCON   
 FC1999  ___________________________________________________________________
 FC1999  X           -     536,590.786 (meters)                     COMP
 FC1999  Y           -  -5,143,112.503 (meters)                     COMP
 FC1999  Z           -   3,721,753.023 (meters)                     COMP
 FC1999  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FC1999  ELLIP HEIGHT-         289.84  (meters)          (04/12/99) GPS OBS
 FC1999  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC1999
 FC1999  HORZ ORDER  -  FIRST
 FC1999  ELLP ORDER  -  FOURTH    CLASS I
 FC1999
 FC1999.The horizontal coordinates were established by GPS observations
 FC1999.and adjusted by the National Geodetic Survey in April 1999..
 FC1999
 FC1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1999
 FC1999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1999
 FC1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1999
 FC1999.The ellipsoidal height was determined by GPS observations
 FC1999.and is referenced to NAD 83.
 FC1999
 FC1999.The geoid height was determined by GEOID03.
 FC1999
 FC1999;                    North         East     Units Scale Factor Converg.
 FC1999;SPC TN       -   178,515.109   776,523.935   MT  0.99994970   +1 08 42.9
 FC1999;SPC TN       -   585,678.32  2,547,645.61   sFT  0.99994970   +1 08 42.9
 FC1999;UTM  16      - 3,979,826.131   766,722.399   MT  1.00047670   +1 44 08.1
 FC1999;UTM  17      - 3,980,069.077   225,376.997   MT  1.00052941   -1 47 13.3
 FC1999
 FC1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1999!SPC TN       -   0.99995451  x   0.99994970  =   0.99990421
 FC1999!UTM  16      -   0.99995451  x   1.00047670  =   1.00043119
 FC1999!UTM  17      -   0.99995451  x   1.00052941  =   1.00048390
 FC1999
 FC1999                          SUPERSEDED SURVEY CONTROL
 FC1999
 FC1999  NAD 83(1995)-  35 55 35.09016(N)    084 02 37.58067(W) AD(       ) 1
 FC1999  ELLIP H (05/28/93)  289.81   (m)                       GP(       ) 4 2
 FC1999  NGVD 29 (05/28/93)  320.7    (m)         1052.     (f) GPS OBS        
 FC1999
 FC1999.Superseded values are not recommended for survey control.
 FC1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1999.See file dsdata.txt to determine how the superseded data were derived.
 FC1999
 FC1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6672279826(NAD 83)
 FC1999_MARKER: DD = SURVEY DISK
 FC1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1999_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1999+STABILITY: SURFACE MOTION
 FC1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1999+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC1999
 FC1999  HISTORY     - Date     Condition        Report By
 FC1999  HISTORY     - 1988     MONUMENTED       AEROS
 FC1999
 FC1999                          STATION DESCRIPTION
 FC1999
 FC1999'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC1999'THE STATION IS LOCATED ABOUT 12.0 KM (7.4 MI)
 FC1999'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC1999'0.6 KM (0.4 MI) WEST-SOUTHWEST OF THE JUNCTION OF KINGSTON PIKE AND
 FC1999'MORRELL ROAD,
 FC1999'1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF MIDDLEBROOK PIKE
 FC1999'AND VANOSDALE ROAD.
 FC1999'OWNERSHIP--CITY OF KNOXVILLE.
 FC1999'
 FC1999'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC1999'WEST-SOUTHWEST FOR 11.3 KM (7.0 MI) ON INTERSTATE 40 TO THE WEST
 FC1999'HILLS EXIT TO KINGSTON PIKE.
 FC1999'TURN RIGHT AND GO WEST FOR 0.43 KM (0.27 MI) ON KINGSTON PIKE TO
 FC1999'THE STATION ON THE RIGHT AT 7821 KINGSTON PIKE AT THE FIRST
 FC1999'AMERICAN BANK.
 FC1999'
 FC1999'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC1999'STAMPED---GPS 0003 1988---,
 FC1999'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC1999'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC1999'11.9 METERS (39.0 FT) NORTH FROM THE CENTERLINE OF KINGSTON PIKE,
 FC1999'7.9 METERS (26.0 FT) SOUTHWEST FROM A SANITARY MANHOLE, AND
 FC1999'18.0 METERS (59.0 FT) WEST FROM A POWER POLE NUMBERED 13837.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2000 ***********************************************************************
 FC2000  DESIGNATION -  GPS 0004
 FC2000  PID         -  FC2000
 FC2000  STATE/COUNTY-  TN/KNOX
 FC2000  USGS QUAD   -  BEARDEN (1990)
 FC2000
 FC2000                         *CURRENT SURVEY CONTROL
 FC2000  ___________________________________________________________________
 FC2000* NAD 83(1995)-  35 55 41.44213(N)    084 02 10.35365(W)     ADJUSTED  
 FC2000* NAVD 88     -       303.7    (meters)     996.     (feet)  VERTCON   
 FC2000  ___________________________________________________________________
 FC2000  X           -     537,256.157 (meters)                     COMP
 FC2000  Y           -  -5,142,913.808 (meters)                     COMP
 FC2000  Z           -   3,721,901.705 (meters)                     COMP
 FC2000  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FC2000  ELLIP HEIGHT-         273.00  (meters)          (04/12/99) GPS OBS
 FC2000  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC2000
 FC2000  HORZ ORDER  -  FIRST
 FC2000  ELLP ORDER  -  FOURTH    CLASS I
 FC2000
 FC2000.The horizontal coordinates were established by GPS observations
 FC2000.and adjusted by the National Geodetic Survey in April 1999..
 FC2000
 FC2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2000
 FC2000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2000
 FC2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2000
 FC2000.The ellipsoidal height was determined by GPS observations
 FC2000.and is referenced to NAD 83.
 FC2000
 FC2000.The geoid height was determined by GEOID03.
 FC2000
 FC2000;                    North         East     Units Scale Factor Converg.
 FC2000;SPC TN       -   178,724.530   777,202.219   MT  0.99994975   +1 08 58.9
 FC2000;SPC TN       -   586,365.40  2,549,870.95   sFT  0.99994975   +1 08 58.9
 FC2000;UTM  16      - 3,980,042.644   767,398.847   MT  1.00048115   +1 44 24.3
 FC2000;UTM  17      - 3,980,243.626   226,065.504   MT  1.00052476   -1 46 57.6
 FC2000
 FC2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2000!SPC TN       -   0.99995715  x   0.99994975  =   0.99990691
 FC2000!UTM  16      -   0.99995715  x   1.00048115  =   1.00043828
 FC2000!UTM  17      -   0.99995715  x   1.00052476  =   1.00048189
 FC2000
 FC2000                          SUPERSEDED SURVEY CONTROL
 FC2000
 FC2000  NAD 83(1995)-  35 55 41.44300(N)    084 02 10.36017(W) AD(       ) 1
 FC2000  ELLIP H (05/28/93)  272.96   (m)                       GP(       ) 4 2
 FC2000  NGVD 29 (05/28/93)  303.9    (m)          997.     (f) GPS OBS        
 FC2000
 FC2000.Superseded values are not recommended for survey control.
 FC2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2000.See file dsdata.txt to determine how the superseded data were derived.
 FC2000
 FC2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6739980043(NAD 83)
 FC2000_MARKER: DD = SURVEY DISK
 FC2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2000_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2000+STABILITY: SURFACE MOTION
 FC2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2000+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2000
 FC2000  HISTORY     - Date     Condition        Report By
 FC2000  HISTORY     - 1988     MONUMENTED       AEROS
 FC2000
 FC2000                          STATION DESCRIPTION
 FC2000
 FC2000'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2000'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 FC2000'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2000'1.4 KM (0.9 MI) SOUTH OF THE JUNCTION OF MIDDLEBROOK PIKE AND
 FC2000'VANOSDALE ROAD, AT THE JUNCTION OF KINGSTON PIKE AND MORRELL ROAD.
 FC2000'OWNERSHIP--CITY OF KNOXVILLE.
 FC2000'
 FC2000'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275,  GO
 FC2000'WEST-SOUTHWEST FOR 11.3 KM (7.0 MI) ON INTERSTATE 40 TO THE WEST
 FC2000'HILLS EXIT TO KINGSTON PIKE.
 FC2000'TURN LEFT AND GO EAST FOR 0.23 KM (0.14 MI) ON KINGSTON PIKE TO THE
 FC2000'INTERSECTION OF MORRELL ROAD.
 FC2000'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 15 METERS (50 FT) ON MORRELL
 FC2000'ROAD TO THE STATION ON THE RIGHT.
 FC2000'
 FC2000'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2000'STAMPED---GPS 0004 1988---,
 FC2000'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2000'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2000'1.8 METERS (6.0 FT) WEST FROM THE FACE OF A CURB,
 FC2000'6.2 METERS (20.5 FT) SOUTHEAST FROM A METAL LIGHT POLE, AND
 FC2000'12.5 METERS (41.0 FT) WEST FROM THE CENTERLINE OF THE CONCRETE LANE
 FC2000'DIVIDER IN THE MIDDLE OF MORRELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2001 ***********************************************************************
 FC2001  DESIGNATION -  GPS 0005
 FC2001  PID         -  FC2001
 FC2001  STATE/COUNTY-  TN/KNOX
 FC2001  USGS QUAD   -  BEARDEN (1990)
 FC2001
 FC2001                         *CURRENT SURVEY CONTROL
 FC2001  ___________________________________________________________________
 FC2001* NAD 83(1995)-  35 56 26.42967(N)    084 02 13.49668(W)     ADJUSTED  
 FC2001* NAVD 88     -       312.0    (meters)    1024.     (feet)  VERTCON   
 FC2001  ___________________________________________________________________
 FC2001  X           -     537,093.944 (meters)                     COMP
 FC2001  Y           -  -5,142,119.258 (meters)                     COMP
 FC2001  Z           -   3,723,029.289 (meters)                     COMP
 FC2001  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FC2001  ELLIP HEIGHT-         281.23  (meters)          (04/12/99) GPS OBS
 FC2001  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC2001
 FC2001  HORZ ORDER  -  FIRST
 FC2001  ELLP ORDER  -  FOURTH    CLASS I
 FC2001
 FC2001.The horizontal coordinates were established by GPS observations
 FC2001.and adjusted by the National Geodetic Survey in April 1999..
 FC2001
 FC2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2001
 FC2001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2001
 FC2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2001
 FC2001.The ellipsoidal height was determined by GPS observations
 FC2001.and is referenced to NAD 83.
 FC2001
 FC2001.The geoid height was determined by GEOID03.
 FC2001
 FC2001;                    North         East     Units Scale Factor Converg.
 FC2001;SPC TN       -   180,109.189   777,095.642   MT  0.99995013   +1 08 57.0
 FC2001;SPC TN       -   590,908.23  2,549,521.29   sFT  0.99995013   +1 08 57.0
 FC2001;UTM  16      - 3,981,426.866   767,277.937   MT  1.00048035   +1 44 24.4
 FC2001;UTM  17      - 3,981,632.723   226,029.887   MT  1.00052499   -1 47 01.4
 FC2001
 FC2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2001!SPC TN       -   0.99995586  x   0.99995013  =   0.99990599
 FC2001!UTM  16      -   0.99995586  x   1.00048035  =   1.00043619
 FC2001!UTM  17      -   0.99995586  x   1.00052499  =   1.00048083
 FC2001
 FC2001                          SUPERSEDED SURVEY CONTROL
 FC2001
 FC2001  NAD 83(1995)-  35 56 26.43055(N)    084 02 13.50318(W) AD(       ) 1
 FC2001  ELLIP H (05/28/93)  281.19   (m)                       GP(       ) 4 2
 FC2001  NGVD 29 (05/28/93)  312.1    (m)         1024.     (f) GPS OBS        
 FC2001
 FC2001.Superseded values are not recommended for survey control.
 FC2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2001.See file dsdata.txt to determine how the superseded data were derived.
 FC2001
 FC2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6727881427(NAD 83)
 FC2001_MARKER: DD = SURVEY DISK
 FC2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2001_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2001+STABILITY: SURFACE MOTION
 FC2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2001+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2001
 FC2001  HISTORY     - Date     Condition        Report By
 FC2001  HISTORY     - 1988     MONUMENTED       AEROS
 FC2001
 FC2001                          STATION DESCRIPTION
 FC2001
 FC2001'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2001'THE STATION IS LOCATED ABOUT 11.0 KM (6.8 MI)
 FC2001'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2001'1.3 KM (0.8 MI) NORTH OF THE JUNCTION OF KINGSTON PIKE AND MORRELL
 FC2001'ROAD, AND AT THE JUNCTION OF MIDDLEBROOK PIKE AND VANOSDALE ROAD.
 FC2001'OWNERSHIP--CITY OF KNOXVILLE.
 FC2001'
 FC2001'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2001'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FC2001'PAPERMILL ROAD EXIT.
 FC2001'TURN LEFT AND GO WEST-SOUTHWEST FOR 1.23 KM (0.76 MI) ON PAPERMILL
 FC2001'ROAD TO THE INTERSECTION OF WEISGARBER ROAD.
 FC2001'TURN RIGHT AND GO NORTH-NORTHWEST FOR 1.54 KM (0.95 MI) ON
 FC2001'WEISGARBER ROAD TO THE INTERSECTION OF MIDDLEBROOK PIKE.
 FC2001'TURN LEFT AND GO WEST-SOUTHWEST FOR 2.38 KM (1.47 MI) ON
 FC2001'MIDDLEBROOK PIKE TO THE INTERSECTION OF VANOSDALE ROAD AND THE
 FC2001'STATION ON THE LEFT AT THE MIDDLEBROOK UNITED METHODIST CHURCH.
 FC2001'
 FC2001'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2001'STAMPED---GPS 0005 1988---,
 FC2001'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2001'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2001'0.6 METERS (2.0 FT) EAST FROM THE FACE OF A CURB,
 FC2001'9.6 METERS (31.5 FT) SOUTHWEST FROM A POWER POLE NUMBERED 142, AND
 FC2001'14.3 METERS (47.0 FT) EAST FROM THE PROJECTION OF THE CENTERLINE OF
 FC2001'VANOSDALE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2002 ***********************************************************************
 FC2002  DESIGNATION -  GPS 0006
 FC2002  PID         -  FC2002
 FC2002  STATE/COUNTY-  TN/KNOX
 FC2002  USGS QUAD   -  BEARDEN (1990)
 FC2002
 FC2002                         *CURRENT SURVEY CONTROL
 FC2002  ___________________________________________________________________
 FC2002* NAD 83(1995)-  35 54 59.23223(N)    084 01 21.88306(W)     ADJUSTED  
 FC2002* NAVD 88     -       303.9    (meters)     997.     (feet)  VERTCON   
 FC2002  ___________________________________________________________________
 FC2002  X           -     538,544.187 (meters)                     COMP
 FC2002  Y           -  -5,143,546.717 (meters)                     COMP
 FC2002  Z           -   3,720,848.225 (meters)                     COMP
 FC2002  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FC2002  ELLIP HEIGHT-         273.19  (meters)          (04/12/99) GPS OBS
 FC2002  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC2002
 FC2002  HORZ ORDER  -  FIRST
 FC2002  ELLP ORDER  -  FOURTH    CLASS I
 FC2002
 FC2002.The horizontal coordinates were established by GPS observations
 FC2002.and adjusted by the National Geodetic Survey in April 1999..
 FC2002
 FC2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2002
 FC2002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2002
 FC2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2002
 FC2002.The ellipsoidal height was determined by GPS observations
 FC2002.and is referenced to NAD 83.
 FC2002
 FC2002.The geoid height was determined by GEOID03.
 FC2002
 FC2002;                    North         East     Units Scale Factor Converg.
 FC2002;SPC TN       -   177,448.349   778,443.261   MT  0.99994943   +1 09 27.2
 FC2002;SPC TN       -   582,178.46  2,553,942.60   sFT  0.99994943   +1 09 27.2
 FC2002;UTM  16      - 3,978,778.637   768,653.641   MT  1.00048944   +1 44 51.1
 FC2002;UTM  17      - 3,978,904.869   227,240.313   MT  1.00051684   -1 46 27.3
 FC2002
 FC2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2002!SPC TN       -   0.99995712  x   0.99994943  =   0.99990656
 FC2002!UTM  16      -   0.99995712  x   1.00048944  =   1.00044654
 FC2002!UTM  17      -   0.99995712  x   1.00051684  =   1.00047394
 FC2002
 FC2002                          SUPERSEDED SURVEY CONTROL
 FC2002
 FC2002  NAD 83(1995)-  35 54 59.23310(N)    084 01 21.88958(W) AD(       ) 1
 FC2002  ELLIP H (05/28/93)  273.15   (m)                       GP(       ) 4 2
 FC2002  NGVD 29 (05/28/93)  304.1    (m)          998.     (f) GPS OBS        
 FC2002
 FC2002.Superseded values are not recommended for survey control.
 FC2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2002.See file dsdata.txt to determine how the superseded data were derived.
 FC2002
 FC2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6865478779(NAD 83)
 FC2002_MARKER: DD = SURVEY DISK
 FC2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2002_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2002+STABILITY: SURFACE MOTION
 FC2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2002+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2002
 FC2002  HISTORY     - Date     Condition        Report By
 FC2002  HISTORY     - 1988     MONUMENTED       AEROS
 FC2002
 FC2002                          STATION DESCRIPTION
 FC2002
 FC2002'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2002'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI)
 FC2002'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2002'1.8 KM (1.1 MI) SOUTHEAST OF THE JUNCTION OF KINGSTON PIKE AND
 FC2002'MORRELL ROAD,
 FC2002'0.5 KM (0.3 MI) EAST-NORTHEAST OF THE JUNCTION OF MORRELL ROAD AND
 FC2002'WESTLAND DRIVE.
 FC2002'OWNERSHIP--CITY OF KNOXVILLE.
 FC2002'
 FC2002'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2002'WEST-SOUTHWEST FOR 11.3 KM (7.0 MI) ON INTERSTATE 40 TO THE WEST
 FC2002'HILLS EXIT TO KINGSTON PIKE.
 FC2002'TURN LEFT AND GO EAST FOR 0.23 KM (0.14 MI) ON KINGSTON PIKE TO THE
 FC2002'INTERSECTION OF MORRELL ROAD.
 FC2002'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.68 KM (1.04 MI) ON MORRELL
 FC2002'ROAD TO THE INTERSECTION OF WESTLAND DRIVE.
 FC2002'TURN LEFT AND GO EAST FOR 0.45 KM (0.28 MI) ON WESTLAND DRIVE TO
 FC2002'THE INTERSECTION OF WESTMORELAND HEIGHTS DRIVE AND THE STATION ON
 FC2002'THE RIGHT.
 FC2002'
 FC2002'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2002'STAMPED---GPS 0006 1988---,
 FC2002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2002'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2002'7.4 METERS (24.3 FT) SOUTH FROM THE CENTERLINE OF WESTLAND DRIVE,
 FC2002'0.7 METERS (2.2 FT) SOUTH FROM THE FACE OF A CURB, AND
 FC2002'6.6 METERS (21.6 FT) EAST FROM THE CENTERLINE OF A SANITARY
 FC2002'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2003 ***********************************************************************
 FC2003  DESIGNATION -  GPS 0007
 FC2003  PID         -  FC2003
 FC2003  STATE/COUNTY-  TN/KNOX
 FC2003  USGS QUAD   -  BEARDEN (1990)
 FC2003
 FC2003                         *CURRENT SURVEY CONTROL
 FC2003  ___________________________________________________________________
 FC2003* NAD 83(1995)-  35 57 02.55230(N)    084 00 52.77964(W)     ADJUSTED  
 FC2003* NAVD 88     -       286.5    (meters)     940.     (feet)  VERTCON   
 FC2003  ___________________________________________________________________
 FC2003  X           -     539,035.851 (meters)                     COMP
 FC2003  Y           -  -5,141,238.142 (meters)                     COMP
 FC2003  Z           -   3,723,915.717 (meters)                     COMP
 FC2003  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FC2003  ELLIP HEIGHT-         255.75  (meters)          (04/12/99) GPS OBS
 FC2003  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC2003
 FC2003  HORZ ORDER  -  FIRST
 FC2003  ELLP ORDER  -  FOURTH    CLASS I
 FC2003
 FC2003.The horizontal coordinates were established by GPS observations
 FC2003.and adjusted by the National Geodetic Survey in April 1999..
 FC2003
 FC2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2003
 FC2003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2003
 FC2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2003
 FC2003.The ellipsoidal height was determined by GPS observations
 FC2003.and is referenced to NAD 83.
 FC2003
 FC2003.The geoid height was determined by GEOID03.
 FC2003
 FC2003;                    North         East     Units Scale Factor Converg.
 FC2003;SPC TN       -   181,263.069   779,095.656   MT  0.99995047   +1 09 44.3
 FC2003;SPC TN       -   594,693.92  2,556,083.00   sFT  0.99995047   +1 09 44.3
 FC2003;UTM  16      - 3,982,601.950   769,267.006   MT  1.00049350   +1 45 13.4
 FC2003;UTM  17      - 3,982,683.347   228,087.492   MT  1.00051115   -1 46 15.5
 FC2003
 FC2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2003!SPC TN       -   0.99995986  x   0.99995047  =   0.99991033
 FC2003!UTM  16      -   0.99995986  x   1.00049350  =   1.00045334
 FC2003!UTM  17      -   0.99995986  x   1.00051115  =   1.00047099
 FC2003
 FC2003:                Primary Azimuth Mark                     Grid Az
 FC2003:SPC TN       -  GPS 0013                                 138 57 03.8
 FC2003:UTM  16      -  GPS 0013                                 138 21 34.7
 FC2003:UTM  17      -  GPS 0013                                 141 53 03.6
 FC2003
 FC2003|---------------------------------------------------------------------|
 FC2003| PID    Reference Object                     Distance      Geod. Az  |
 FC2003|                                                           dddmmss.s |
 FC2003| FC2008 GPS 0013                            APPROX. 1.6 KM 1400648.1 |
 FC2003|---------------------------------------------------------------------|
 FC2003
 FC2003                          SUPERSEDED SURVEY CONTROL
 FC2003
 FC2003  NAD 83(1995)-  35 57 02.55321(N)    084 00 52.78613(W) AD(       ) 1
 FC2003  ELLIP H (05/28/93)  255.71   (m)                       GP(       ) 4 2
 FC2003  NGVD 29 (05/28/93)  286.6    (m)          940.     (f) GPS OBS        
 FC2003
 FC2003.Superseded values are not recommended for survey control.
 FC2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2003.See file dsdata.txt to determine how the superseded data were derived.
 FC2003
 FC2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6926782602(NAD 83)
 FC2003_MARKER: DD = SURVEY DISK
 FC2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2003_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2003+STABILITY: SURFACE MOTION
 FC2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2003+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2003
 FC2003  HISTORY     - Date     Condition        Report By
 FC2003  HISTORY     - 1988     MONUMENTED       AEROS
 FC2003
 FC2003                          STATION DESCRIPTION
 FC2003
 FC2003'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2003'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI)
 FC2003'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2003'1.6 KM (1.0 MI) NORTHWEST OF THE OVERPASS JUNCTION OF INTERSTATE 40
 FC2003'AND PAPERMILL ROAD, AND AT THE INTERSECTION OF MIDDLEBROOK PIKE AND
 FC2003'EAST WEISGARBER ROAD.
 FC2003'OWNERSHIP--CITY OF KNOXVILLE.
 FC2003'
 FC2003'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2003'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FC2003'PAPERMILL ROAD EXIT.
 FC2003'TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 1.23 KM (0.76 MI) ON
 FC2003'PAPERMILL ROAD TO THE INTERSECTION OF WEISGARBER ROAD.
 FC2003'TURN RIGHT AND GO NORTH-NORTHWEST FOR 1.54 KM (0.95 MI) ON
 FC2003'WEISGARBER ROAD TO THE INTERSECTION OF MIDDLEBROOK PIKE AND THE
 FC2003'STATION ON THE LEFT IN A GRAVEL ISLAND.
 FC2003'
 FC2003'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2003'STAMPED---GPS 0007 1988---,
 FC2003'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2003'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2003'12.2 METERS (40.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 FC2003'MIDDLEBROOK PIKE FROM THE MEDIAN,
 FC2003'4.6 METERS (15.0 FT) NORTH FROM A TRAFFIC LIGHT POLE, AND
 FC2003'13.5 METERS (44.2 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 FC2003'WEISGARBER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2004 ***********************************************************************
 FC2004  DESIGNATION -  GPS 0008
 FC2004  PID         -  FC2004
 FC2004  STATE/COUNTY-  TN/KNOX
 FC2004  USGS QUAD   -  BEARDEN (1990)
 FC2004
 FC2004                         *CURRENT SURVEY CONTROL
 FC2004  ___________________________________________________________________
 FC2004* NAD 83(1995)-  35 57 21.77067(N)    084 00 24.49812(W)     ADJUSTED  
 FC2004* NAVD 88     -       291.5    (meters)     956.     (feet)  VERTCON   
 FC2004  ___________________________________________________________________
 FC2004  X           -     539,704.881 (meters)                     COMP
 FC2004  Y           -  -5,140,822.285 (meters)                     COMP
 FC2004  Z           -   3,724,398.147 (meters)                     COMP
 FC2004  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FC2004  ELLIP HEIGHT-         260.71  (meters)          (04/12/99) GPS OBS
 FC2004  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC2004
 FC2004  HORZ ORDER  -  FIRST
 FC2004  ELLP ORDER  -  FOURTH    CLASS I
 FC2004
 FC2004.The horizontal coordinates were established by GPS observations
 FC2004.and adjusted by the National Geodetic Survey in April 1999..
 FC2004
 FC2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2004
 FC2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2004
 FC2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2004
 FC2004.The ellipsoidal height was determined by GPS observations
 FC2004.and is referenced to NAD 83.
 FC2004
 FC2004.The geoid height was determined by GEOID03.
 FC2004
 FC2004;                    North         East     Units Scale Factor Converg.
 FC2004;SPC TN       -   181,869.664   779,792.176   MT  0.99995066   +1 10 00.8
 FC2004;SPC TN       -   596,684.06  2,558,368.16   sFT  0.99995066   +1 10 00.8
 FC2004;UTM  16      - 3,983,216.039   769,957.603   MT  1.00049809   +1 45 30.8
 FC2004;UTM  17      - 3,983,253.822   228,814.547   MT  1.00050628   -1 45 59.6
 FC2004
 FC2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2004!SPC TN       -   0.99995908  x   0.99995066  =   0.99990975
 FC2004!UTM  16      -   0.99995908  x   1.00049809  =   1.00045715
 FC2004!UTM  17      -   0.99995908  x   1.00050628  =   1.00046534
 FC2004
 FC2004:                Primary Azimuth Mark                     Grid Az
 FC2004:SPC TN       -  GPS 0007                                 228 56 51.4
 FC2004:UTM  16      -  GPS 0007                                 228 21 21.4
 FC2004:UTM  17      -  GPS 0007                                 231 52 51.8
 FC2004
 FC2004|---------------------------------------------------------------------|
 FC2004| PID    Reference Object                     Distance      Geod. Az  |
 FC2004|                                                           dddmmss.s |
 FC2004| FC2003 GPS 0007                            APPROX. 0.9 KM 2300652.2 |
 FC2004|---------------------------------------------------------------------|
 FC2004
 FC2004                          SUPERSEDED SURVEY CONTROL
 FC2004
 FC2004  NAD 83(1995)-  35 57 21.77157(N)    084 00 24.50462(W) AD(       ) 1
 FC2004  ELLIP H (05/28/93)  260.67   (m)                       GP(       ) 4 2
 FC2004  NGVD 29 (05/28/93)  291.6    (m)          957.     (f) GPS OBS        
 FC2004
 FC2004.Superseded values are not recommended for survey control.
 FC2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2004.See file dsdata.txt to determine how the superseded data were derived.
 FC2004
 FC2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6995883216(NAD 83)
 FC2004_MARKER: DD = SURVEY DISK
 FC2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2004_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2004+STABILITY: SURFACE MOTION
 FC2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2004+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2004
 FC2004  HISTORY     - Date     Condition        Report By
 FC2004  HISTORY     - 1988     MONUMENTED       AEROS
 FC2004
 FC2004                          STATION DESCRIPTION
 FC2004
 FC2004'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2004'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI)
 FC2004'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2004'1.6 KM (1.0 MI) NORTH-NORTHWEST OF THE OVERPASS JUNCTION OF
 FC2004'INTERSTATE 40 AND PAPERMILL ROAD,
 FC2004'1.0 KM (0.6 MI) NORTHEAST OF THE JUNCTION OF MIDDLEBROOK PIKE AND
 FC2004'EAST WEISGARBER ROAD.
 FC2004'OWNERSHIP--CITY OF KNOXVILLE.
 FC2004'
 FC2004'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2004'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FC2004'PAPERMILL ROAD EXIT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 1.23
 FC2004'KM (0.76 MI) ON PAPERMILL ROAD TO THE INTERSECTION OF WEISGARBER
 FC2004'ROAD.
 FC2004'TURN RIGHT AND GO NORTH-NORTHWEST FOR 1.54 KM (0.95 MI) ON
 FC2004'WEISGARBER ROAD TO THE INTERSECTION OF MIDDLEBROOK PIKE.
 FC2004'TURN RIGHT AND GO NORTHEAST FOR 0.92 KM (0.57 MI) ON MIDDLEBROOK
 FC2004'PIKE TO THE STATION ON THE LEFT AT GOLDEN GALLON MARKET.
 FC2004'
 FC2004'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2004'STAMPED---GPS 0008 1988---,
 FC2004'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2004'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2004'13.7 METERS (45.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 FC2004'THE MEDIAN OF MIDDLEBROOK PIKE,
 FC2004'10.5 METERS (34.4 FT) SOUTHWEST FROM A POWER POLE NUMBERED 73, AND
 FC2004'14.0 METERS (46.0 FT) WEST-SOUTHWEST FROM A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2005 ***********************************************************************
 FC2005  DESIGNATION -  GPS 0009
 FC2005  PID         -  FC2005
 FC2005  STATE/COUNTY-  TN/KNOX
 FC2005  USGS QUAD   -  BEARDEN (1990)
 FC2005
 FC2005                         *CURRENT SURVEY CONTROL
 FC2005  ___________________________________________________________________
 FC2005* NAD 83(1995)-  35 58 34.85781(N)    084 00 34.45304(W)     ADJUSTED  
 FC2005* NAVD 88     -       297.5    (meters)     976.     (feet)  VERTCON   
 FC2005  ___________________________________________________________________
 FC2005  X           -     539,319.204 (meters)                     COMP
 FC2005  Y           -  -5,139,537.369 (meters)                     COMP
 FC2005  Z           -   3,726,225.021 (meters)                     COMP
 FC2005  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FC2005  ELLIP HEIGHT-         266.78  (meters)          (04/12/99) GPS OBS
 FC2005  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC2005
 FC2005  HORZ ORDER  -  FIRST
 FC2005  ELLP ORDER  -  FOURTH    CLASS I
 FC2005
 FC2005.The horizontal coordinates were established by GPS observations
 FC2005.and adjusted by the National Geodetic Survey in April 1999..
 FC2005
 FC2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2005
 FC2005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2005
 FC2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2005
 FC2005.The ellipsoidal height was determined by GPS observations
 FC2005.and is referenced to NAD 83.
 FC2005
 FC2005.The geoid height was determined by GEOID03.
 FC2005
 FC2005;                    North         East     Units Scale Factor Converg.
 FC2005;SPC TN       -   184,116.687   779,496.967   MT  0.99995147   +1 09 55.0
 FC2005;SPC TN       -   604,056.16  2,557,399.63   sFT  0.99995147   +1 09 55.0
 FC2005;UTM  16      - 3,985,461.116   769,639.015   MT  1.00049597   +1 45 28.0
 FC2005;UTM  17      - 3,985,514.265   228,634.636   MT  1.00050748   -1 46 08.6
 FC2005
 FC2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2005!SPC TN       -   0.99995813  x   0.99995147  =   0.99990960
 FC2005!UTM  16      -   0.99995813  x   1.00049597  =   1.00045408
 FC2005!UTM  17      -   0.99995813  x   1.00050748  =   1.00046559
 FC2005
 FC2005                          SUPERSEDED SURVEY CONTROL
 FC2005
 FC2005  NAD 83(1995)-  35 58 34.85892(N)    084 00 34.45935(W) AD(       ) 1
 FC2005  ELLIP H (05/28/93)  266.73   (m)                       GP(       ) 4 2
 FC2005  NGVD 29 (05/28/93)  297.6    (m)          976.     (f) GPS OBS        
 FC2005
 FC2005.Superseded values are not recommended for survey control.
 FC2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2005.See file dsdata.txt to determine how the superseded data were derived.
 FC2005
 FC2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6963985461(NAD 83)
 FC2005_MARKER: DD = SURVEY DISK
 FC2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2005_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2005+STABILITY: SURFACE MOTION
 FC2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2005+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 FC2005
 FC2005  HISTORY     - Date     Condition        Report By
 FC2005  HISTORY     - 1988     MONUMENTED       AEROS
 FC2005  HISTORY     - 20010322 GOOD             USPSQD
 FC2005
 FC2005                          STATION DESCRIPTION
 FC2005
 FC2005'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2005'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI)
 FC2005'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FC2005'2.7 KM (1.7 MI) WEST OF THE JUNCTION OF INTERSTATE 640/75 AND STATE
 FC2005'HIGHWAY 62 (WESTERN AVENUE),
 FC2005'0.2 KM (0.1 MI) NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 62 AND
 FC2005'DEWINE ROAD.
 FC2005'OWNERSHIP--CITY OF KNOXVILLE.
 FC2005'
 FC2005'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640/75 AND
 FC2005'STATE HIGHWAY 62 (WESTERN AVENUE), GO WESTERLY FOR 2.83 KM (1.75
 FC2005'MI) TO THE STATION ON THE LEFT AT A SERVICE STATION.
 FC2005'
 FC2005'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2005'STAMPED---GPS 0009 1988---,
 FC2005'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2005'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2005'6.2 METERS (20.3 FT) SOUTHWEST FROM THE CENTERLINE OF STATE HIGHWAY
 FC2005'62,
 FC2005'14.7 METERS (48.3 FT) NORTHWEST FROM A LIGHT POLE NUMBERED 15673,
 FC2005'AND
 FC2005'18.5 METERS (60.8 FT) EAST FROM A TELEPHONE POLE NUMBERED 31.
 FC2005
 FC2005                          STATION RECOVERY (2001)
 FC2005
 FC2005'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FC2005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2006 ***********************************************************************
 FC2006  DESIGNATION -  GPS 0010
 FC2006  PID         -  FC2006
 FC2006  STATE/COUNTY-  TN/KNOX
 FC2006  USGS QUAD   -  BEARDEN (1990)
 FC2006
 FC2006                         *CURRENT SURVEY CONTROL
 FC2006  ___________________________________________________________________
 FC2006* NAD 83(1995)-  35 58 44.86323(N)    084 00 51.58764(W)     ADJUSTED  
 FC2006* NAVD 88     -       310.3    (meters)    1018.     (feet)  VERTCON   
 FC2006  ___________________________________________________________________
 FC2006  X           -     538,874.439 (meters)                     COMP
 FC2006  Y           -  -5,139,412.227 (meters)                     COMP
 FC2006  Z           -   3,726,482.081 (meters)                     COMP
 FC2006  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FC2006  ELLIP HEIGHT-         279.53  (meters)          (04/12/99) GPS OBS
 FC2006  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC2006
 FC2006  HORZ ORDER  -  FIRST
 FC2006  ELLP ORDER  -  FOURTH    CLASS I
 FC2006
 FC2006.The horizontal coordinates were established by GPS observations
 FC2006.and adjusted by the National Geodetic Survey in April 1999..
 FC2006
 FC2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2006
 FC2006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2006
 FC2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2006
 FC2006.The ellipsoidal height was determined by GPS observations
 FC2006.and is referenced to NAD 83.
 FC2006
 FC2006.The geoid height was determined by GEOID03.
 FC2006
 FC2006;                    North         East     Units Scale Factor Converg.
 FC2006;SPC TN       -   184,416.274   779,061.548   MT  0.99995159   +1 09 45.0
 FC2006;SPC TN       -   605,039.06  2,555,971.10   sFT  0.99995159   +1 09 45.0
 FC2006;UTM  16      - 3,985,756.345   769,200.283   MT  1.00049305   +1 45 18.4
 FC2006;UTM  17      - 3,985,835.930   228,214.891   MT  1.00051029   -1 46 19.1
 FC2006
 FC2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2006!SPC TN       -   0.99995613  x   0.99995159  =   0.99990772
 FC2006!UTM  16      -   0.99995613  x   1.00049305  =   1.00044916
 FC2006!UTM  17      -   0.99995613  x   1.00051029  =   1.00046640
 FC2006
 FC2006                          SUPERSEDED SURVEY CONTROL
 FC2006
 FC2006  NAD 83(1995)-  35 58 44.86435(N)    084 00 51.59390(W) AD(       ) 1
 FC2006  ELLIP H (05/28/93)  279.48   (m)                       GP(       ) 4 2
 FC2006  NGVD 29 (05/28/93)  310.4    (m)         1018.     (f) GPS OBS        
 FC2006
 FC2006.Superseded values are not recommended for survey control.
 FC2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2006.See file dsdata.txt to determine how the superseded data were derived.
 FC2006
 FC2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6920085756(NAD 83)
 FC2006_MARKER: DD = SURVEY DISK
 FC2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2006_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2006+STABILITY: SURFACE MOTION
 FC2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2006+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 FC2006
 FC2006  HISTORY     - Date     Condition        Report By
 FC2006  HISTORY     - 1988     MONUMENTED       AEROS
 FC2006  HISTORY     - 20010322 GOOD             USPSQD
 FC2006
 FC2006                          STATION DESCRIPTION
 FC2006
 FC2006'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2006'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI)
 FC2006'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FC2006'3.4 KM (2.1 MI) WEST-NORTHWEST OF THE JUNCTION OF INTERSTATE 640/75
 FC2006'AND STATE HIGHWAY 62 (WESTERN AVENUE),
 FC2006'1.0 KM (0.6 MI) NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 62 AND
 FC2006'DEWINE ROAD.
 FC2006'OWNERSHIP--CITY OF KNOXVILLE.
 FC2006'
 FC2006'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640/75 AND
 FC2006'STATE HIGHWAY 62 (WESTERN AVENUE), GO WESTERLY FOR 3.59 KM (2.22
 FC2006'MI) ON STATE HIGHWAY 62 TO THE STATION ON THE RIGHT AT THE
 FC2006'CUMBERLAND ESTATES SHOPPING CENTER.
 FC2006'
 FC2006'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2006'STAMPED---GPS 0010 1988---,
 FC2006'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2006'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2006'10.6 METERS (34.8 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 FC2006'HIGHWAY 62,
 FC2006'23.3 METERS (76.5 FT) SOUTHEAST FROM A POWER POLE NUMBERED 62, AND
 FC2006'18.0 METERS (59.2 FT) NORTHWEST FROM A FIRE HYDRANT.
 FC2006
 FC2006                          STATION RECOVERY (2001)
 FC2006
 FC2006'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FC2006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4028 ***********************************************************************
 FB4028  DESIGNATION -  GPS 0011
 FB4028  PID         -  FB4028
 FB4028  STATE/COUNTY-  TN/KNOX
 FB4028  USGS QUAD   -  KNOXVILLE (1978)
 FB4028
 FB4028                         *CURRENT SURVEY CONTROL
 FB4028  ___________________________________________________________________
 FB4028* NAD 83(1995)-  35 55 23.14492(N)    083 59 44.97641(W)     ADJUSTED  
 FB4028* NAVD 88     -       256.4    (meters)     841.     (feet)  VERTCON   
 FB4028  ___________________________________________________________________
 FB4028  X           -     540,911.395 (meters)                     COMP
 FB4028  Y           -  -5,142,824.813 (meters)                     COMP
 FB4028  Z           -   3,721,417.225 (meters)                     COMP
 FB4028  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FB4028  ELLIP HEIGHT-         225.64  (meters)          (04/12/99) GPS OBS
 FB4028  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB4028
 FB4028  HORZ ORDER  -  FIRST
 FB4028  ELLP ORDER  -  FOURTH    CLASS I
 FB4028
 FB4028.The horizontal coordinates were established by GPS observations
 FB4028.and adjusted by the National Geodetic Survey in April 1999..
 FB4028
 FB4028.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4028
 FB4028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4028
 FB4028.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4028
 FB4028.The ellipsoidal height was determined by GPS observations
 FB4028.and is referenced to NAD 83.
 FB4028
 FB4028.The geoid height was determined by GEOID03.
 FB4028
 FB4028;                    North         East     Units Scale Factor Converg.
 FB4028;SPC TN       -   178,234.597   780,857.174   MT  0.99994960   +1 10 24.0
 FB4028;SPC TN       -   584,758.01  2,561,862.25   sFT  0.99994960   +1 10 24.0
 FB4028;UTM  17      - 3,979,566.988   229,692.653   MT  1.00050043   -1 45 31.4
 FB4028;UTM  16      - 3,979,590.151   771,060.646   MT  1.00050545   +1 45 49.0
 FB4028
 FB4028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4028!SPC TN       -   0.99996459  x   0.99994960  =   0.99991419
 FB4028!UTM  17      -   0.99996459  x   1.00050043  =   1.00046500
 FB4028!UTM  16      -   0.99996459  x   1.00050545  =   1.00047002
 FB4028
 FB4028                          SUPERSEDED SURVEY CONTROL
 FB4028
 FB4028  NAD 83(1995)-  35 55 23.14582(N)    083 59 44.98292(W) AD(       ) 1
 FB4028  ELLIP H (05/28/93)  225.60   (m)                       GP(       ) 4 2
 FB4028  NGVD 29 (05/28/93)  256.5    (m)          842.     (f) GPS OBS        
 FB4028
 FB4028.Superseded values are not recommended for survey control.
 FB4028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4028.See file dsdata.txt to determine how the superseded data were derived.
 FB4028
 FB4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2969379567(NAD 83)
 FB4028_MARKER: DD = SURVEY DISK
 FB4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4028_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4028+STABILITY: SURFACE MOTION
 FB4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4028+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4028
 FB4028  HISTORY     - Date     Condition        Report By
 FB4028  HISTORY     - 1988     MONUMENTED       AEROS
 FB4028
 FB4028                          STATION DESCRIPTION
 FB4028
 FB4028'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4028'THE STATION IS LOCATED ABOUT 8.3 KM (5.1 MI)
 FB4028'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4028'2.3 KM (1.4 MI) SOUTH-SOUTHEAST OF THE OVERPASS JUNCTION OF
 FB4028'INTERSTATE 40 AND PAPERMILL ROAD, AND AT THE JUNCTION OF STATE
 FB4028'HIGHWAY 332 (NORTHSHORE DRIVE) AND LYONS VIEW DRIVE.
 FB4028'OWNERSHIP--CITY OF KNOXVILLE.
 FB4028'
 FB4028'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FB4028'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FB4028'PAPERMILL ROAD EXIT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 0.61
 FB4028'KM (0.38 MI) ON PAPERMILL ROAD TO THE INTERSECTION OF NORTHSHORE
 FB4028'DRIVE.
 FB4028'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 2.07 KM (1.28 MI) ON
 FB4028'NORTHSHORE DRIVE TO THE INTERSECTION OF LYONS VIEW DRIVE AND THE
 FB4028'STATION ON THE LEFT IN A CONCRETE MEDIAN.
 FB4028'
 FB4028'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4028'STAMPED---GPS 0011 1988---,
 FB4028'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4028'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4028'18.7 METERS (61.5 FT) WEST FROM A POWER POLE NUMBERED XAN42A,
 FB4028'6.9 METERS (22.7 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF LYONS
 FB4028'VIEW DRIVE FROM THE YELLOW LINE, AND
 FB4028'12.0 METERS (39.4 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 FB4028'NORTHSHORE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2007 ***********************************************************************
 FC2007  DESIGNATION -  GPS 0012
 FC2007  PID         -  FC2007
 FC2007  STATE/COUNTY-  TN/KNOX
 FC2007  USGS QUAD   -  BEARDEN (1990)
 FC2007
 FC2007                         *CURRENT SURVEY CONTROL
 FC2007  ___________________________________________________________________
 FC2007* NAD 83(1995)-  35 55 58.99831(N)    084 00 08.66360(W)     ADJUSTED  
 FC2007* NAVD 88     -       263.7    (meters)     865.     (feet)  VERTCON   
 FC2007  ___________________________________________________________________
 FC2007  X           -     540,253.666 (meters)                     COMP
 FC2007  Y           -  -5,142,247.944 (meters)                     COMP
 FC2007  Z           -   3,722,316.407 (meters)                     COMP
 FC2007  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FC2007  ELLIP HEIGHT-         233.01  (meters)          (04/12/99) GPS OBS
 FC2007  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC2007
 FC2007  HORZ ORDER  -  FIRST
 FC2007  ELLP ORDER  -  FOURTH    CLASS I
 FC2007
 FC2007.The horizontal coordinates were established by GPS observations
 FC2007.and adjusted by the National Geodetic Survey in April 1999..
 FC2007
 FC2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2007
 FC2007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2007
 FC2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2007
 FC2007.The ellipsoidal height was determined by GPS observations
 FC2007.and is referenced to NAD 83.
 FC2007
 FC2007.The geoid height was determined by GEOID03.
 FC2007
 FC2007;                    North         East     Units Scale Factor Converg.
 FC2007;SPC TN       -   179,327.230   780,240.943   MT  0.99994989   +1 10 10.1
 FC2007;SPC TN       -   588,342.75  2,559,840.49   sFT  0.99994989   +1 10 10.1
 FC2007;UTM  16      - 3,980,676.976   770,432.840   MT  1.00050126   +1 45 36.6
 FC2007;UTM  17      - 3,980,690.334   229,132.813   MT  1.00050416   -1 45 46.8
 FC2007
 FC2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2007!SPC TN       -   0.99996343  x   0.99994989  =   0.99991332
 FC2007!UTM  16      -   0.99996343  x   1.00050126  =   1.00046467
 FC2007!UTM  17      -   0.99996343  x   1.00050416  =   1.00046757
 FC2007
 FC2007:                Primary Azimuth Mark                     Grid Az
 FC2007:SPC TN       -  GPS 0013                                 352 10 25.9
 FC2007:UTM  16      -  GPS 0013                                 351 34 59.4
 FC2007:UTM  17      -  GPS 0013                                 355 06 22.8
 FC2007
 FC2007|---------------------------------------------------------------------|
 FC2007| PID    Reference Object                     Distance      Geod. Az  |
 FC2007|                                                           dddmmss.s |
 FC2007| FC2008 GPS 0013                            APPROX. 0.7 KM 3532036.0 |
 FC2007|---------------------------------------------------------------------|
 FC2007
 FC2007                          SUPERSEDED SURVEY CONTROL
 FC2007
 FC2007  NAD 83(1995)-  35 55 58.99921(N)    084 00 08.67010(W) AD(       ) 1
 FC2007  ELLIP H (05/28/93)  232.97   (m)                       GP(       ) 4 2
 FC2007  NGVD 29 (05/28/93)  263.9    (m)          866.     (f) GPS OBS        
 FC2007
 FC2007.Superseded values are not recommended for survey control.
 FC2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2007.See file dsdata.txt to determine how the superseded data were derived.
 FC2007
 FC2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE7043380677(NAD 83)
 FC2007_MARKER: DD = SURVEY DISK
 FC2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2007_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2007+STABILITY: SURFACE MOTION
 FC2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2007+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2007
 FC2007  HISTORY     - Date     Condition        Report By
 FC2007  HISTORY     - 1988     MONUMENTED       AEROS
 FC2007
 FC2007                          STATION DESCRIPTION
 FC2007
 FC2007'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2007'THE STATION IS LOCATED ABOUT 8.3 KM (5.1 MI)
 FC2007'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2007'1.0 KM (0.6 MI) SOUTH OF THE OVERPASS JUNCTION OF INTERSTATE 40 AND
 FC2007'PAPERMILL ROAD, AND AT THE JUNCTION OF KINGSTON PIKE AND NORTHSHORE
 FC2007'DRIVE.
 FC2007'OWNERSHIP--CITY OF KNOXVILLE.
 FC2007'
 FC2007'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2007'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FC2007'PAPERMILL ROAD EXIT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 0.5
 FC2007'KM (0.3 MI) ON PAPERMILL ROAD TO THE INTERSECTION OF NORTHSHORE
 FC2007'DRIVE.
 FC2007'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.73 KM (0.45 MI) ON
 FC2007'NORTHSHORE DRIVE TO THE INTERSECTION OF KINGSTON PIKE AND THE
 FC2007'STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 FC2007'
 FC2007'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2007'STAMPED---GPS 0012 1988---,
 FC2007'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2007'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2007'15.8 METERS (51.8 FT) WEST FROM A POWER POLE NUMBERED DX326,
 FC2007'19.7 METERS (64.5 FT) SOUTH FROM A POWER POLE, AND
 FC2007'1.4 METERS (4.5 FT) NORTHEAST FROM THE CURB LINE AT APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2008 ***********************************************************************
 FC2008  DESIGNATION -  GPS 0013
 FC2008  PID         -  FC2008
 FC2008  STATE/COUNTY-  TN/KNOX
 FC2008  USGS QUAD   -  BEARDEN (1990)
 FC2008
 FC2008                         *CURRENT SURVEY CONTROL
 FC2008  ___________________________________________________________________
 FC2008* NAD 83(1995)-  35 56 22.97090(N)    084 00 12.10398(W)     ADJUSTED  
 FC2008* NAVD 88     -       270.3    (meters)     887.     (feet)  VERTCON   
 FC2008  ___________________________________________________________________
 FC2008  X           -     540,123.149 (meters)                     COMP
 FC2008  Y           -  -5,141,830.966 (meters)                     COMP
 FC2008  Z           -   3,722,918.529 (meters)                     COMP
 FC2008  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FC2008  ELLIP HEIGHT-         239.58  (meters)          (04/12/99) GPS OBS
 FC2008  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FC2008
 FC2008  HORZ ORDER  -  FIRST
 FC2008  ELLP ORDER  -  FOURTH    CLASS I
 FC2008
 FC2008.The horizontal coordinates were established by GPS observations
 FC2008.and adjusted by the National Geodetic Survey in April 1999..
 FC2008
 FC2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2008
 FC2008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2008
 FC2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2008
 FC2008.The ellipsoidal height was determined by GPS observations
 FC2008.and is referenced to NAD 83.
 FC2008
 FC2008.The geoid height was determined by GEOID03.
 FC2008
 FC2008;                    North         East     Units Scale Factor Converg.
 FC2008;SPC TN       -   180,064.154   780,139.655   MT  0.99995009   +1 10 08.1
 FC2008;SPC TN       -   590,760.48  2,559,508.18   sFT  0.99995009   +1 10 08.1
 FC2008;UTM  16      - 3,981,413.221   770,323.897   MT  1.00050053   +1 45 35.6
 FC2008;UTM  17      - 3,981,431.886   229,069.324   MT  1.00050458   -1 45 49.9
 FC2008
 FC2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2008!SPC TN       -   0.99996240  x   0.99995009  =   0.99991249
 FC2008!UTM  16      -   0.99996240  x   1.00050053  =   1.00046291
 FC2008!UTM  17      -   0.99996240  x   1.00050458  =   1.00046696
 FC2008
 FC2008:                Primary Azimuth Mark                     Grid Az
 FC2008:SPC TN       -  GPS 0012                                 172 10 25.8
 FC2008:UTM  16      -  GPS 0012                                 171 34 58.3
 FC2008:UTM  17      -  GPS 0012                                 175 06 23.8
 FC2008
 FC2008|---------------------------------------------------------------------|
 FC2008| PID    Reference Object                     Distance      Geod. Az  |
 FC2008|                                                           dddmmss.s |
 FC2008| FC2007 GPS 0012                            APPROX. 0.7 KM 1732033.9 |
 FC2008| FC2003 GPS 0007                            APPROX. 1.6 KM 3200712.0 |
 FC2008|---------------------------------------------------------------------|
 FC2008
 FC2008                          SUPERSEDED SURVEY CONTROL
 FC2008
 FC2008  NAD 83(1995)-  35 56 22.97180(N)    084 00 12.11048(W) AD(       ) 1
 FC2008  ELLIP H (05/28/93)  239.54   (m)                       GP(       ) 4 2
 FC2008  NGVD 29 (05/28/93)  270.4    (m)          887.     (f) GPS OBS        
 FC2008
 FC2008.Superseded values are not recommended for survey control.
 FC2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2008.See file dsdata.txt to determine how the superseded data were derived.
 FC2008
 FC2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE7032481413(NAD 83)
 FC2008_MARKER: DD = SURVEY DISK
 FC2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2008_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FC2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2008+STABILITY: SURFACE MOTION
 FC2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2008+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2008
 FC2008  HISTORY     - Date     Condition        Report By
 FC2008  HISTORY     - 1988     MONUMENTED       AEROS
 FC2008
 FC2008                          STATION DESCRIPTION
 FC2008
 FC2008'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2008'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI)
 FC2008'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FC2008'0.5 KM (0.3 MI) SOUTHWEST OF THE OVERPASS JUNCTION OF INTERSTATE 40
 FC2008'AND PAPERMILL ROAD, AND AT THE JUNCTION OF STATE HIGHWAY 332
 FC2008'(NORTHSHORE DRIVE) AND PAPERMILL ROAD.
 FC2008'OWNERSHIP--CITY OF KNOXVILLE.
 FC2008'
 FC2008'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FC2008'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FC2008'PAPERMILL ROAD EXIT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 0.5
 FC2008'KM (0.3 MI) ON PAPERMILL ROAD TO THE INTERSECTION OF NORTHSHORE
 FC2008'DRIVE AND THE STATION IN THE GRAVEL ISLAND IN THE SOUTHEAST
 FC2008'QUADRANT OF THE INTERSECTION.
 FC2008'
 FC2008'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FC2008'STAMPED---GPS 0013 1988---,
 FC2008'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2008'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2008'13.4 METERS (44 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 FC2008'PAPERMILL ROAD AT THE CENTER OF THE MEDIAN,
 FC2008'2.8 METERS (9.2 FT) WEST FROM A TELEPHONE POLE, AND
 FC2008'21.8 METERS (71.4 FT) EAST-NORTHEAST FROM A LIGHT POLE NUMBERED
 FC2008'25231.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4029 ***********************************************************************
 FB4029  DESIGNATION -  GPS 0014
 FB4029  PID         -  FB4029
 FB4029  STATE/COUNTY-  TN/KNOX
 FB4029  USGS QUAD   -  KNOXVILLE (1978)
 FB4029
 FB4029                         *CURRENT SURVEY CONTROL
 FB4029  ___________________________________________________________________
 FB4029* NAD 83(1995)-  35 56 56.06569(N)    083 59 28.65057(W)     ADJUSTED  
 FB4029* NAVD 88     -       297.8    (meters)     977.     (feet)  VERTCON   
 FB4029  ___________________________________________________________________
 FB4029  X           -     541,146.005 (meters)                     COMP
 FB4029  Y           -  -5,141,143.697 (meters)                     COMP
 FB4029  Z           -   3,723,760.502 (meters)                     COMP
 FB4029  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FB4029  ELLIP HEIGHT-         267.06  (meters)          (04/12/99) GPS OBS
 FB4029  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4029
 FB4029  HORZ ORDER  -  FIRST
 FB4029  ELLP ORDER  -  FOURTH    CLASS I
 FB4029
 FB4029.The horizontal coordinates were established by GPS observations
 FB4029.and adjusted by the National Geodetic Survey in April 1999..
 FB4029
 FB4029.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4029
 FB4029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4029
 FB4029.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4029
 FB4029.The ellipsoidal height was determined by GPS observations
 FB4029.and is referenced to NAD 83.
 FB4029
 FB4029.The geoid height was determined by GEOID03.
 FB4029
 FB4029;                    North         East     Units Scale Factor Converg.
 FB4029;SPC TN       -   181,106.209   781,207.578   MT  0.99995040   +1 10 33.5
 FB4029;SPC TN       -   594,179.29  2,563,011.86   sFT  0.99995040   +1 10 33.5
 FB4029;UTM  17      - 3,982,418.477   230,189.784   MT  1.00049711   -1 45 25.7
 FB4029;UTM  16      - 3,982,466.823   771,381.597   MT  1.00050759   +1 46 02.6
 FB4029
 FB4029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4029!SPC TN       -   0.99995809  x   0.99995040  =   0.99990849
 FB4029!UTM  17      -   0.99995809  x   1.00049711  =   1.00045518
 FB4029!UTM  16      -   0.99995809  x   1.00050759  =   1.00046566
 FB4029
 FB4029:                Primary Azimuth Mark                     Grid Az
 FB4029:SPC TN       -  GPS 0017                                 110 18 03.6
 FB4029:UTM  17      -  GPS 0017                                 113 14 02.8
 FB4029:UTM  16      -  GPS 0017                                 109 42 34.5
 FB4029
 FB4029|---------------------------------------------------------------------|
 FB4029| PID    Reference Object                     Distance      Geod. Az  |
 FB4029|                                                           dddmmss.s |
 FB4029| FB4032 GPS 0017                            APPROX. 1.0 KM 1112837.1 |
 FB4029|---------------------------------------------------------------------|
 FB4029
 FB4029                          SUPERSEDED SURVEY CONTROL
 FB4029
 FB4029  NAD 83(1995)-  35 56 56.06661(N)    083 59 28.65706(W) AD(       ) 1
 FB4029  ELLIP H (05/28/93)  267.02   (m)                       GP(       ) 4 2
 FB4029  NGVD 29 (05/28/93)  297.9    (m)          977.     (f) GPS OBS        
 FB4029
 FB4029.Superseded values are not recommended for survey control.
 FB4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4029.See file dsdata.txt to determine how the superseded data were derived.
 FB4029
 FB4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3019082418(NAD 83)
 FB4029_MARKER: DD = SURVEY DISK
 FB4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4029_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4029+STABILITY: SURFACE MOTION
 FB4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4029+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4029
 FB4029  HISTORY     - Date     Condition        Report By
 FB4029  HISTORY     - 1988     MONUMENTED       AEROS
 FB4029
 FB4029                          STATION DESCRIPTION
 FB4029
 FB4029'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4029'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI)
 FB4029'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4029'1.1 KM (0.7 MI) NORTHEAST OF THE OVERPASS JUNCTION OF INTERSTATE 40
 FB4029'AND PAPERMILL ROAD,
 FB4029'2.02 KM (1.25 MI) EAST OF THE JUNCTION OF MIDDLEBROOK PIKE AND EAST
 FB4029'WEISGARBER ROAD.
 FB4029'OWNERSHIP--CITY OF KNOXVILLE.
 FB4029'
 FB4029'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FB4029'WEST-SOUTHWEST FOR 7.0 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FB4029'PAPERMILL ROAD EXIT.
 FB4029'TURN RIGHT AND GO NORTHEAST FOR 1.07 KM (0.66 MI) ON PAPERMILL ROAD
 FB4029'TO THE INTERSECTION OF COLEMAN ROAD AND THE STATION ON THE LEFT AT
 FB4029'THE NORTHEAST QUADRANT OF THE INTERSECTION AT 4721 PAPERMILL ROAD.
 FB4029'
 FB4029'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4029'STAMPED---GPS 0014 1988---,
 FB4029'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4029'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4029'7.2 METERS (23.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 FB4029'PAPERMILL ROAD,
 FB4029'5.9 METERS (19.3 FT) EAST-SOUTHEAST FROM A FIRE HYDRANT,
 FB4029'15.2 METERS (50.0 FT) EAST-NORTHEAST FROM A POWER POLE NUMBERED
 FB4029'BX164, AND
 FB4029'17.5 METERS (57.3 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 FB4029'THE CENTRAL CHURCH OF GOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4030 ***********************************************************************
 FB4030  DESIGNATION -  GPS 0015
 FB4030  PID         -  FB4030
 FB4030  STATE/COUNTY-  TN/KNOX
 FB4030  USGS QUAD   -  BEARDEN (1990)
 FB4030
 FB4030                         *CURRENT SURVEY CONTROL
 FB4030  ___________________________________________________________________
 FB4030* NAD 83(1995)-  35 59 25.49180(N)    083 59 59.41639(W)     ADJUSTED  
 FB4030* NAVD 88     -       300.8    (meters)     987.     (feet)  VERTCON   
 FB4030  ___________________________________________________________________
 FB4030  X           -     540,096.633 (meters)                     COMP
 FB4030  Y           -  -5,138,536.350 (meters)                     COMP
 FB4030  Z           -   3,727,489.841 (meters)                     COMP
 FB4030  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FB4030  ELLIP HEIGHT-         270.05  (meters)          (04/12/99) GPS OBS
 FB4030  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4030
 FB4030  HORZ ORDER  -  FIRST
 FB4030  ELLP ORDER  -  FOURTH    CLASS I
 FB4030
 FB4030.The horizontal coordinates were established by GPS observations
 FB4030.and adjusted by the National Geodetic Survey in April 1999..
 FB4030
 FB4030.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4030
 FB4030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4030
 FB4030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4030
 FB4030.The ellipsoidal height was determined by GPS observations
 FB4030.and is referenced to NAD 83.
 FB4030
 FB4030.The geoid height was determined by GEOID03.
 FB4030
 FB4030;                    North         East     Units Scale Factor Converg.
 FB4030;SPC TN       -   185,694.813   780,342.622   MT  0.99995211   +1 10 15.5
 FB4030;SPC TN       -   609,233.73  2,560,174.09   sFT  0.99995211   +1 10 15.5
 FB4030;UTM  17      - 3,987,047.874   229,560.488   MT  1.00050129   -1 45 50.1
 FB4030;UTM  16      - 3,987,048.775   770,468.750   MT  1.00050149   +1 45 50.8
 FB4030
 FB4030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4030!SPC TN       -   0.99995762  x   0.99995211  =   0.99990973
 FB4030!UTM  17      -   0.99995762  x   1.00050129  =   1.00045889
 FB4030!UTM  16      -   0.99995762  x   1.00050149  =   1.00045909
 FB4030
 FB4030                          SUPERSEDED SURVEY CONTROL
 FB4030
 FB4030  NAD 83(1995)-  35 59 25.49286(N)    083 59 59.42274(W) AD(       ) 1
 FB4030  ELLIP H (05/28/93)  270.00   (m)                       GP(       ) 4 2
 FB4030  NGVD 29 (05/28/93)  300.9    (m)          987.     (f) GPS OBS        
 FB4030
 FB4030.Superseded values are not recommended for survey control.
 FB4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4030.See file dsdata.txt to determine how the superseded data were derived.
 FB4030
 FB4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2956087048(NAD 83)
 FB4030_MARKER: DD = SURVEY DISK
 FB4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4030_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4030+STABILITY: SURFACE MOTION
 FB4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4030+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4030
 FB4030  HISTORY     - Date     Condition        Report By
 FB4030  HISTORY     - 1988     MONUMENTED       AEROS
 FB4030
 FB4030                          STATION DESCRIPTION
 FB4030
 FB4030'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4030'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI)
 FB4030'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4030'1.8 KM (1.1 MI) NORTH-NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 62
 FB4030'(WESTERN AVENUE) AND DEWINE ROAD, AND AT THE JUNCTION OF PLEASANT
 FB4030'RIDGE ROAD AND MERCHANT DRIVE.
 FB4030'OWNERSHIP--CITY OF KNOXVILLE.
 FB4030'
 FB4030'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 FB4030'MERCHANT DRIVE, GO SOUTHWEST FOR 3.4 KM (2.1 MI) ON MERCHANT DRIVE
 FB4030'TO THE INTERSECTION OF PLEASANT RIDGE ROAD AND THE STATION LOCATED
 FB4030'WEST OF THE INTERSECTION AT A PROJECTION OF MERCHANT DRIVE, AND
 FB4030'EAST OF A SIDEWALK.
 FB4030'
 FB4030'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4030'STAMPED---GPS 0015 1988---,
 FB4030'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4030'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4030'1.0 METERS (3.3 FT) SOUTHWEST FROM THE FACE OF A CURB,
 FB4030'2.1 METERS (6.8 FT) SOUTH FROM THE CENTER OF THE GRATE OF A CATCH
 FB4030'BASIN,
 FB4030'8.6 METERS (28.2 FT) SOUTHEAST FROM THE CENTER OF A TELEPHONE
 FB4030'MANHOLE COVER, AND
 FB4030'2.7 METERS (9.0 FT) EAST FROM THE PROJECTION OF THE CENTERLINE OF
 FB4030'MERCHANT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4031 ***********************************************************************
 FB4031  DESIGNATION -  GPS 0016
 FB4031  PID         -  FB4031
 FB4031  STATE/COUNTY-  TN/KNOX
 FB4031  USGS QUAD   -  KNOXVILLE (1978)
 FB4031
 FB4031                         *CURRENT SURVEY CONTROL
 FB4031  ___________________________________________________________________
 FB4031* NAD 83(1995)-  35 56 26.80093(N)    083 58 45.41256(W)     ADJUSTED  
 FB4031* NAVD 88     -       285.3    (meters)     936.     (feet)  VERTCON   
 FB4031  ___________________________________________________________________
 FB4031  X           -     542,278.171 (meters)                     COMP
 FB4031  Y           -  -5,141,546.616 (meters)                     COMP
 FB4031  Z           -   3,723,022.871 (meters)                     COMP
 FB4031  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FB4031  ELLIP HEIGHT-         254.51  (meters)          (04/12/99) GPS OBS
 FB4031  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4031
 FB4031  HORZ ORDER  -  FIRST
 FB4031  ELLP ORDER  -  FOURTH    CLASS I
 FB4031
 FB4031.The horizontal coordinates were established by GPS observations
 FB4031.and adjusted by the National Geodetic Survey in April 1999..
 FB4031
 FB4031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4031
 FB4031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4031
 FB4031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4031
 FB4031.The ellipsoidal height was determined by GPS observations
 FB4031.and is referenced to NAD 83.
 FB4031
 FB4031.The geoid height was determined by GEOID03.
 FB4031
 FB4031;                    North         East     Units Scale Factor Converg.
 FB4031;SPC TN       -   180,226.762   782,309.530   MT  0.99995013   +1 10 58.8
 FB4031;SPC TN       -   591,293.97  2,566,627.18   sFT  0.99995013   +1 10 58.8
 FB4031;UTM  17      - 3,981,483.291   231,245.867   MT  1.00049010   -1 44 59.0
 FB4031;UTM  16      - 3,981,598.307   772,493.189   MT  1.00051505   +1 46 26.8
 FB4031
 FB4031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4031!SPC TN       -   0.99996006  x   0.99995013  =   0.99991019
 FB4031!UTM  17      -   0.99996006  x   1.00049010  =   1.00045014
 FB4031!UTM  16      -   0.99996006  x   1.00051505  =   1.00047509
 FB4031
 FB4031                          SUPERSEDED SURVEY CONTROL
 FB4031
 FB4031  NAD 83(1995)-  35 56 26.80183(N)    083 58 45.41906(W) AD(       ) 1
 FB4031  ELLIP H (05/28/93)  254.47   (m)                       GP(       ) 4 2
 FB4031  NGVD 29 (05/28/93)  285.4    (m)          936.     (f) GPS OBS        
 FB4031
 FB4031.Superseded values are not recommended for survey control.
 FB4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4031.See file dsdata.txt to determine how the superseded data were derived.
 FB4031
 FB4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3124681483(NAD 83)
 FB4031_MARKER: DD = SURVEY DISK
 FB4031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4031_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4031+STABILITY: SURFACE MOTION
 FB4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4031+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4031
 FB4031  HISTORY     - Date     Condition        Report By
 FB4031  HISTORY     - 1988     MONUMENTED       AEROS
 FB4031
 FB4031                          STATION DESCRIPTION
 FB4031
 FB4031'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4031'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 FB4031'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4031'1.9 KM (1.2 MI) EAST OF THE OVERPASS JUNCTION OF INTERSTATE 40 AND
 FB4031'PAPERMILL ROAD,
 FB4031'0.1 KM (0.07 MI) WEST OF THE JUNCTION OF KINGSTON PIKE AND LYONS
 FB4031'VIEW DRIVE.
 FB4031'OWNERSHIP--CITY OF KNOXVILLE.
 FB4031'
 FB4031'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND 275, GO
 FB4031'WEST-SOUTHWEST FOR 6.9 KM (4.3 MI) ON INTERSTATE 40 TO THE
 FB4031'PAPERMILL ROAD EXIT.  TURN LEFT AND GO SOUTH AND SOUTHWEST FOR 0.7
 FB4031'KM (0.4 MI) ON PAPERMILL ROAD TO THE INTERSECTION OF NORTHSHORE
 FB4031'DRIVE.
 FB4031'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.8 KM (0.5 MI) ON NORTHSHORE
 FB4031'DRIVE TO THE INTERSECTION OF KINGSTON PIKE.  TURN LEFT AND GO
 FB4031'EASTERLY FOR 2.4 KM (1.5 MI) ON KINGSTON PIKE TO THE STATION ON THE
 FB4031'RIGHT IN A GRASSY MEDIAN BETWEEN KINGSTON PIKE AND OLD KINGSTON
 FB4031'PIKE AT 4525 KINGSTON PIKE.
 FB4031'
 FB4031'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4031'STAMPED---GPS 0016 1988---,
 FB4031'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4031'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4031'11.2 METERS (36.6 FT) SOUTH FROM THE CENTERLINE OF KINGSTON PIKE,
 FB4031'17.3 METERS (56.7 FT) WEST FROM A LIGHT POLE NUMBERED 6833, AND
 FB4031'20.0 METERS (65.7 FT) EAST FROM A POWER POLE NUMBERED DX 225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4032 ***********************************************************************
 FB4032  DESIGNATION -  GPS 0017
 FB4032  PID         -  FB4032
 FB4032  STATE/COUNTY-  TN/KNOX
 FB4032  USGS QUAD   -  KNOXVILLE (1978)
 FB4032
 FB4032                         *CURRENT SURVEY CONTROL
 FB4032  ___________________________________________________________________
 FB4032* NAD 83(1995)-  35 56 44.63113(N)    083 58 52.91442(W)     ADJUSTED  
 FB4032* NAVD 88     -       283.2    (meters)     929.     (feet)  VERTCON   
 FB4032  ___________________________________________________________________
 FB4032  X           -     542,057.177 (meters)                     COMP
 FB4032  Y           -  -5,141,243.902 (meters)                     COMP
 FB4032  Z           -   3,723,466.629 (meters)                     COMP
 FB4032  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FB4032  ELLIP HEIGHT-         252.50  (meters)          (04/12/99) GPS OBS
 FB4032  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4032
 FB4032  HORZ ORDER  -  FIRST
 FB4032  ELLP ORDER  -  FOURTH    CLASS I
 FB4032
 FB4032.The horizontal coordinates were established by GPS observations
 FB4032.and adjusted by the National Geodetic Survey in April 1999..
 FB4032
 FB4032.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4032
 FB4032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4032
 FB4032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4032
 FB4032.The ellipsoidal height was determined by GPS observations
 FB4032.and is referenced to NAD 83.
 FB4032
 FB4032.The geoid height was determined by GEOID03.
 FB4032
 FB4032;                    North         East     Units Scale Factor Converg.
 FB4032;SPC TN       -   180,772.294   782,110.218   MT  0.99995029   +1 10 54.4
 FB4032;SPC TN       -   593,083.77  2,565,973.27   sFT  0.99995029   +1 10 54.4
 FB4032;UTM  17      - 3,982,038.606   231,074.636   MT  1.00049124   -1 45 04.2
 FB4032;UTM  16      - 3,982,142.061   772,288.143   MT  1.00051367   +1 46 23.1
 FB4032
 FB4032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4032!SPC TN       -   0.99996037  x   0.99995029  =   0.99991066
 FB4032!UTM  17      -   0.99996037  x   1.00049124  =   1.00045159
 FB4032!UTM  16      -   0.99996037  x   1.00051367  =   1.00047402
 FB4032
 FB4032:                Primary Azimuth Mark                     Grid Az
 FB4032:SPC TN       -  GPS 0014                                 290 18 03.7
 FB4032:UTM  17      -  GPS 0014                                 293 14 02.3
 FB4032:UTM  16      -  GPS 0014                                 289 42 35.0
 FB4032
 FB4032|---------------------------------------------------------------------|
 FB4032| PID    Reference Object                     Distance      Geod. Az  |
 FB4032|                                                           dddmmss.s |
 FB4032| FB4029 GPS 0014                            APPROX. 1.0 KM 2912858.1 |
 FB4032|---------------------------------------------------------------------|
 FB4032
 FB4032                          SUPERSEDED SURVEY CONTROL
 FB4032
 FB4032  NAD 83(1995)-  35 56 44.63204(N)    083 58 52.92092(W) AD(       ) 1
 FB4032  ELLIP H (05/28/93)  252.46   (m)                       GP(       ) 4 2
 FB4032  NGVD 29 (05/28/93)  283.4    (m)          930.     (f) GPS OBS        
 FB4032
 FB4032.Superseded values are not recommended for survey control.
 FB4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4032.See file dsdata.txt to determine how the superseded data were derived.
 FB4032
 FB4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3107582039(NAD 83)
 FB4032_MARKER: DD = SURVEY DISK
 FB4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4032_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4032+STABILITY: SURFACE MOTION
 FB4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4032+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4032
 FB4032  HISTORY     - Date     Condition        Report By
 FB4032  HISTORY     - 1988     MONUMENTED       AEROS
 FB4032
 FB4032                          STATION DESCRIPTION
 FB4032
 FB4032'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4032'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI)
 FB4032'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4032'1.9 KM (1.2 MI) EAST-NORTHEAST OF THE OVERPASS JUNCTION OF
 FB4032'INTERSTATE 40 AND PAPERMILL ROAD,
 FB4032'0.6 KM (0.4 MI) NORTH-NORTHEAST OF THE JUNCTION OF KINGSTON PIKE
 FB4032'AND LYONS VIEW DRIVE.
 FB4032'OWNERSHIP--CITY OF KNOXVILLE.
 FB4032'
 FB4032'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 (WESTERN
 FB4032'AVENUE) AND U.S. HIGHWAY 441 (HENLEY STREET), GO
 FB4032'WEST FOR 1.4 KM (0.9 MI) ON STATE HIGHWAY 62 TO THE INTERSECTION OF
 FB4032'UNIVERSITY AVENUE.
 FB4032'TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON UNIVERSITY AVENUE
 FB4032'TO THE INTERSECTION OF SUTHERLAND AVENUE.  TURN LEFT AND GO
 FB4032'SOUTHEAST AND SOUTHWEST FOR 3.2 KM (2.0 MI) ON SUTHERLAND AVENUE TO
 FB4032'THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF THE ASPHALT
 FB4032'PARKING LOT FOR THE SPECIALTY PRINTING COMPANY AT 3705 SUTHERLAND
 FB4032'AVENUE.
 FB4032'
 FB4032'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4032'STAMPED---GPS 0017 1988---,
 FB4032'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4032'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4032'8.0 METERS (26.4 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 FB4032'SUTHERLAND AVENUE,
 FB4032'9.4 METERS (30.7 FT) EAST-NORTHEAST FROM A LIGHT POLE NUMBERED
 FB4032'19612,
 FB4032'18.3 METERS (60.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 FB4032'HOUSE CURRENTLY BEING USED AS A JIM MILLER REAL ESTATE OFFICE, AND
 FB4032'2.9 METERS (9.5 FT) SOUTH-SOUTHWEST FROM A WOOD FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4033 ***********************************************************************
 FB4033  DESIGNATION -  GPS 0018
 FB4033  PID         -  FB4033
 FB4033  STATE/COUNTY-  TN/KNOX
 FB4033  USGS QUAD   -  KNOXVILLE (1978)
 FB4033
 FB4033                         *CURRENT SURVEY CONTROL
 FB4033  ___________________________________________________________________
 FB4033* NAD 83(1995)-  35 58 08.71637(N)    083 58 48.24651(W)     ADJUSTED  
 FB4033* NAVD 88     -       296.2    (meters)     972.     (feet)  VERTCON   
 FB4033  ___________________________________________________________________
 FB4033  X           -     542,015.027 (meters)                     COMP
 FB4033  Y           -  -5,139,728.645 (meters)                     COMP
 FB4033  Z           -   3,725,572.164 (meters)                     COMP
 FB4033  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FB4033  ELLIP HEIGHT-         265.49  (meters)          (04/12/99) GPS OBS
 FB4033  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4033
 FB4033  HORZ ORDER  -  FIRST
 FB4033  ELLP ORDER  -  FOURTH    CLASS I
 FB4033
 FB4033.The horizontal coordinates were established by GPS observations
 FB4033.and adjusted by the National Geodetic Survey in April 1999..
 FB4033
 FB4033.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4033
 FB4033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4033
 FB4033.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4033
 FB4033.The ellipsoidal height was determined by GPS observations
 FB4033.and is referenced to NAD 83.
 FB4033
 FB4033.The geoid height was determined by GEOID03.
 FB4033
 FB4033;                    North         East     Units Scale Factor Converg.
 FB4033;SPC TN       -   183,365.680   782,173.694   MT  0.99995117   +1 10 57.2
 FB4033;SPC TN       -   601,592.24  2,566,181.53   sFT  0.99995117   +1 10 57.2
 FB4033;UTM  17      - 3,984,626.742   231,270.853   MT  1.00048993   -1 45 05.0
 FB4033;UTM  16      - 3,984,737.424   772,324.850   MT  1.00051391   +1 46 29.4
 FB4033
 FB4033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4033!SPC TN       -   0.99995833  x   0.99995117  =   0.99990951
 FB4033!UTM  17      -   0.99995833  x   1.00048993  =   1.00044824
 FB4033!UTM  16      -   0.99995833  x   1.00051391  =   1.00047222
 FB4033
 FB4033                          SUPERSEDED SURVEY CONTROL
 FB4033
 FB4033  NAD 83(1995)-  35 58 08.71740(N)    083 58 48.25292(W) AD(       ) 1
 FB4033  ELLIP H (05/28/93)  265.44   (m)                       GP(       ) 4 2
 FB4033  NGVD 29 (05/28/93)  296.4    (m)          972.     (f) GPS OBS        
 FB4033
 FB4033.Superseded values are not recommended for survey control.
 FB4033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4033.See file dsdata.txt to determine how the superseded data were derived.
 FB4033
 FB4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3127184627(NAD 83)
 FB4033_MARKER: DD = SURVEY DISK
 FB4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4033_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4033+STABILITY: SURFACE MOTION
 FB4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4033+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB4033
 FB4033  HISTORY     - Date     Condition        Report By
 FB4033  HISTORY     - 1988     MONUMENTED       AEROS
 FB4033  HISTORY     - 20010322 GOOD             USPSQD
 FB4033  HISTORY     - 20060112 GOOD             USPSQD
 FB4033
 FB4033                          STATION DESCRIPTION
 FB4033
 FB4033'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4033'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 FB4033'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4033'0.6 KM (0.4 MI) SOUTH OF THE JUNCTION OF INTERSTATE 640/75 AND
 FB4033'STATE HIGHWAY 62 (WESTERN AVENUE),
 FB4033'0.9 KM (0.55 MI) NORTHWEST OF THE OVERPASS JUNCTION OF INTERSTATE
 FB4033'640/75 AND MIDDLEBROOK PIKE.
 FB4033'OWNERSHIP--CITY OF KNOXVILLE.
 FB4033'
 FB4033'TO REACH THE STATION FROM THE ENTRANCE RAMP TO INTERSTATE 640/75 AT
 FB4033'THE JUNCTION OF STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4033'SOUTH FOR 0.5 KM (0.3 MI) ON THE RAMP TO INTERSTATE 640 WEST AND
 FB4033'INTERSTATE 75 SOUTH TO THE STATION ON THE RIGHT ABOUT 11.3 METERS
 FB4033'(37 FT) SOUTH OF THE SOUTHWEST END OF THE BRIDGE OVER THE
 FB4033'LOUISVILLE AND NASHVILLE RAILROAD, BEHIND A GUARDRAIL, AND IN THE
 FB4033'GRAVEL SHOULDER OF THE INTERSTATE.
 FB4033'
 FB4033'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4033'STAMPED---GPS 0018 1988---,
 FB4033'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4033'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4033'12.6 METERS (41.2 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 FB4033'INTERSTATE 640 WEST BOUND LANE,
 FB4033'2.2 METERS (7.2 FT) SOUTH-SOUTHWEST FROM A GUARDRAIL,
 FB4033'36.2 METERS (118.7 FT) NORTH-NORTHWEST FROM A LIGHT POLE NUMBERED
 FB4033'35471, AND
 FB4033'11.3 METERS (37.2 FT) SOUTH FROM A BRIDGE ABUTMENT.
 FB4033
 FB4033                          STATION RECOVERY (2001)
 FB4033
 FB4033'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB4033'RECOVERED IN GOOD CONDITION.
 FB4033
 FB4033                          STATION RECOVERY (2006)
 FB4033
 FB4033'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4034 ***********************************************************************
 FB4034  DESIGNATION -  GPS 0019
 FB4034  PID         -  FB4034
 FB4034  STATE/COUNTY-  TN/KNOX
 FB4034  USGS QUAD   -  KNOXVILLE (1978)
 FB4034
 FB4034                         *CURRENT SURVEY CONTROL
 FB4034  ___________________________________________________________________
 FB4034* NAD 83(1995)-  35 58 27.55625(N)    083 58 41.69940(W)     ADJUSTED  
 FB4034* NAVD 88     -       292.0    (meters)     958.     (feet)  VERTCON   
 FB4034  ___________________________________________________________________
 FB4034  X           -     542,142.021 (meters)                     COMP
 FB4034  Y           -  -5,139,368.771 (meters)                     COMP
 FB4034  Z           -   3,726,039.611 (meters)                     COMP
 FB4034  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FB4034  ELLIP HEIGHT-         261.20  (meters)          (04/12/99) GPS OBS
 FB4034  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4034
 FB4034  HORZ ORDER  -  FIRST
 FB4034  ELLP ORDER  -  FOURTH    CLASS I
 FB4034
 FB4034.The horizontal coordinates were established by GPS observations
 FB4034.and adjusted by the National Geodetic Survey in April 1999..
 FB4034
 FB4034.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4034
 FB4034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4034
 FB4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4034
 FB4034.The ellipsoidal height was determined by GPS observations
 FB4034.and is referenced to NAD 83.
 FB4034
 FB4034.The geoid height was determined by GEOID03.
 FB4034
 FB4034;                    North         East     Units Scale Factor Converg.
 FB4034;SPC TN       -   183,949.594   782,325.696   MT  0.99995139   +1 11 01.0
 FB4034;SPC TN       -   603,507.96  2,566,680.22   sFT  0.99995139   +1 11 01.0
 FB4034;UTM  17      - 3,985,202.419   231,452.643   MT  1.00048873   -1 45 01.9
 FB4034;UTM  16      - 3,985,323.208   772,470.889   MT  1.00051489   +1 46 34.1
 FB4034
 FB4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4034!SPC TN       -   0.99995901  x   0.99995139  =   0.99991040
 FB4034!UTM  17      -   0.99995901  x   1.00048873  =   1.00044772
 FB4034!UTM  16      -   0.99995901  x   1.00051489  =   1.00047388
 FB4034
 FB4034                          SUPERSEDED SURVEY CONTROL
 FB4034
 FB4034  NAD 83(1995)-  35 58 27.55734(N)    083 58 41.70575(W) AD(       ) 1
 FB4034  ELLIP H (05/28/93)  261.15   (m)                       GP(       ) 4 2
 FB4034  NGVD 29 (05/28/93)  292.1    (m)          958.     (f) GPS OBS        
 FB4034
 FB4034.Superseded values are not recommended for survey control.
 FB4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4034.See file dsdata.txt to determine how the superseded data were derived.
 FB4034
 FB4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3145385202(NAD 83)
 FB4034_MARKER: DD = SURVEY DISK
 FB4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4034_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4034+STABILITY: SURFACE MOTION
 FB4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4034+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB4034
 FB4034  HISTORY     - Date     Condition        Report By
 FB4034  HISTORY     - 1988     MONUMENTED       AEROS
 FB4034  HISTORY     - 20010322 GOOD             USPSQD
 FB4034  HISTORY     - 20060112 GOOD             USPSQD
 FB4034
 FB4034                          STATION DESCRIPTION
 FB4034
 FB4034'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4034'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 FB4034'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4034'3.4 KM (2.1 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATES 640, 75,
 FB4034'AND 275, AND AT THE JUNCTION OF INTERSTATE 640/75 AND STATE HIGHWAY
 FB4034'62 (WESTERN AVENUE).
 FB4034'OWNERSHIP--CITY OF KNOXVILLE.
 FB4034'
 FB4034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4034'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO WEST-NORTHWESTERLY
 FB4034'FOR 5.2 KM (3.2 MI) ON STATE HIGHWAY 62 TO THE STATION ON THE RIGHT
 FB4034'AT THE END OF THE INTERSTATE 640 RAMP TO WEST BOUND STATE HIGHWAY
 FB4034'62, BEHIND A SIDEWALK AT THE NORTHEAST END OF THE INTERSTATE BRIDGE.
 FB4034'
 FB4034'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4034'STAMPED---GPS 0019 1988---,
 FB4034'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4034'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4034'11.9 METERS (39.0 FT) NORTH FROM THE CENTERLINE OF STATE HIGHWAY 62
 FB4034'WEST BOUND LANE,
 FB4034'18.6 METERS (61.0 FT) WEST FROM A SANITARY MANHOLE, AND
 FB4034'27.7 METERS (91.0 FT) EAST FROM A BRIDGE ABUTMENT.
 FB4034
 FB4034                          STATION RECOVERY (2001)
 FB4034
 FB4034'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB4034'RECOVERED IN GOOD CONDITION.
 FB4034
 FB4034                          STATION RECOVERY (2006)
 FB4034
 FB4034'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3684 ***********************************************************************
 GA3684  DESIGNATION -  GPS 0020
 GA3684  PID         -  GA3684
 GA3684  STATE/COUNTY-  TN/KNOX
 GA3684  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3684
 GA3684                         *CURRENT SURVEY CONTROL
 GA3684  ___________________________________________________________________
 GA3684* NAD 83(1995)-  36 00 15.01825(N)    083 58 52.52449(W)     ADJUSTED  
 GA3684* NAVD 88     -       323.6    (meters)    1062.     (feet)  VERTCON   
 GA3684  ___________________________________________________________________
 GA3684  X           -     541,670.892 (meters)                     COMP
 GA3684  Y           -  -5,137,486.972 (meters)                     COMP
 GA3684  Z           -   3,728,738.297 (meters)                     COMP
 GA3684  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GA3684  ELLIP HEIGHT-         292.84  (meters)          (04/12/99) GPS OBS
 GA3684  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3684
 GA3684  HORZ ORDER  -  FIRST
 GA3684  ELLP ORDER  -  FOURTH    CLASS I
 GA3684
 GA3684.The horizontal coordinates were established by GPS observations
 GA3684.and adjusted by the National Geodetic Survey in April 1999..
 GA3684
 GA3684.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3684
 GA3684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3684
 GA3684.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3684
 GA3684.The ellipsoidal height was determined by GPS observations
 GA3684.and is referenced to NAD 83.
 GA3684
 GA3684.The geoid height was determined by GEOID03.
 GA3684
 GA3684;                    North         East     Units Scale Factor Converg.
 GA3684;SPC TN       -   187,255.315   781,986.246   MT  0.99995279   +1 10 54.7
 GA3684;SPC TN       -   614,353.48  2,565,566.54   sFT  0.99995279   +1 10 54.7
 GA3684;UTM  17      - 3,988,522.967   231,282.798   MT  1.00048985   -1 45 12.8
 GA3684;UTM  16      - 3,988,627.092   772,097.026   MT  1.00051237   +1 46 32.3
 GA3684
 GA3684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3684!SPC TN       -   0.99995404  x   0.99995279  =   0.99990683
 GA3684!UTM  17      -   0.99995404  x   1.00048985  =   1.00044387
 GA3684!UTM  16      -   0.99995404  x   1.00051237  =   1.00046639
 GA3684
 GA3684                          SUPERSEDED SURVEY CONTROL
 GA3684
 GA3684  NAD 83(1995)-  36 00 15.01985(N)    083 58 52.53078(W) AD(       ) 1
 GA3684  NAD 83(1995)-  36 00 15.01989(N)    083 58 52.53078(W) AD(       ) 1
 GA3684  NAD 83(1995)-  36 00 15.01948(N)    083 58 52.53080(W) AD(       ) 1
 GA3684  ELLIP H (05/28/93)  292.78   (m)                       GP(       ) 4 2
 GA3684  NGVD 29 (05/28/93)  323.7    (m)         1062.     (f) GPS OBS        
 GA3684
 GA3684.Superseded values are not recommended for survey control.
 GA3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3684.See file dsdata.txt to determine how the superseded data were derived.
 GA3684
 GA3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3128388523(NAD 83)
 GA3684_MARKER: DD = SURVEY DISK
 GA3684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3684_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3684+STABILITY: SURFACE MOTION
 GA3684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3684+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3684
 GA3684  HISTORY     - Date     Condition        Report By
 GA3684  HISTORY     - 1988     MONUMENTED       AEROS
 GA3684
 GA3684                          STATION DESCRIPTION
 GA3684
 GA3684'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3684'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI)
 GA3684'NORTHWEST OF DOWNTOWN KNOXVILLE,
 GA3684'2.3 KM (1.4 MI) WEST-NORTHWEST OF THE JUNCTION OF INTERSTATES 640,
 GA3684'75, AND 275, AND AT THE JUNCTION OF U.S. HIGHWAY 25W (CLINTON
 GA3684'HIGHWAY) AND MERCHANT DRIVE.
 GA3684'OWNERSHIP--CITY OF KNOXVILLE.
 GA3684'
 GA3684'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3684'HIGHWAY 441 (BROADWAY), GO SOUTHWEST FOR 3.7 KM (2.3 MI) ON
 GA3684'INTERSTATE 640 TO THE EXIT RAMP TO INTERSTATE 75 NORTH.  FOLLOW THE
 GA3684'EXIT RAMP TO INTERSTATE 75 NORTH AND GO NORTHWEST FOR A TOTAL
 GA3684'DISTANCE OF 1.3 KM (0.8 MI) TO THE EXIT RAMP TO MERCHANT DRIVE.
 GA3684'TURN LEFT AND GO SOUTHWEST FOR 1.3 KM (0.8 MI) ON MERCHANT DRIVE TO
 GA3684'THE JUNCTION OF U.S. HIGHWAY 25W (CLINTON HIGHWAY) AND THE STATION
 GA3684'ON THE LEFT NEAR THE NORTHWEST CORNER OF A CONCRETE ISLAND IN THE
 GA3684'SOUTHEAST QUADRANT OF THE JUNCTION.
 GA3684'
 GA3684'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3684'STAMPED---GPS 0020 1988---,
 GA3684'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3684'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3684'8.5 METERS (28.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 GA3684'MERCHANT DRIVE,
 GA3684'20.4 METERS (67.0 FT) WEST-SOUTHWEST FROM A METAL LIGHT POLE, AND
 GA3684'16.3 METERS (53.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF U.S.
 GA3684'HIGHWAY 25W AT THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3685 ***********************************************************************
 GA3685  DESIGNATION -  GPS 0021
 GA3685  PID         -  GA3685
 GA3685  STATE/COUNTY-  TN/KNOX
 GA3685  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3685
 GA3685                         *CURRENT SURVEY CONTROL
 GA3685  ___________________________________________________________________
 GA3685* NAD 83(1995)-  36 00 38.62830(N)    083 58 21.51288(W)     ADJUSTED  
 GA3685* NAVD 88     -       315.7    (meters)    1036.     (feet)  VERTCON   
 GA3685  ___________________________________________________________________
 GA3685  X           -     542,397.703 (meters)                     COMP
 GA3685  Y           -  -5,136,973.636 (meters)                     COMP
 GA3685  Z           -   3,729,322.341 (meters)                     COMP
 GA3685  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GA3685  ELLIP HEIGHT-         284.92  (meters)          (04/12/99) GPS OBS
 GA3685  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3685
 GA3685  HORZ ORDER  -  FIRST
 GA3685  ELLP ORDER  -  FOURTH    CLASS I
 GA3685
 GA3685.The horizontal coordinates were established by GPS observations
 GA3685.and adjusted by the National Geodetic Survey in April 1999..
 GA3685
 GA3685.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3685
 GA3685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3685
 GA3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3685
 GA3685.The ellipsoidal height was determined by GPS observations
 GA3685.and is referenced to NAD 83.
 GA3685
 GA3685.The geoid height was determined by GEOID03.
 GA3685
 GA3685;                    North         East     Units Scale Factor Converg.
 GA3685;SPC TN       -   187,998.886   782,747.630   MT  0.99995314   +1 11 12.8
 GA3685;SPC TN       -   616,793.01  2,568,064.52   sFT  0.99995314   +1 11 12.8
 GA3685;UTM  17      - 3,989,226.946   232,081.689   MT  1.00048456   -1 44 55.6
 GA3685;UTM  16      - 3,989,378.938   772,851.085   MT  1.00051744   +1 46 51.6
 GA3685
 GA3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3685!SPC TN       -   0.99995528  x   0.99995314  =   0.99990843
 GA3685!UTM  17      -   0.99995528  x   1.00048456  =   1.00043982
 GA3685!UTM  16      -   0.99995528  x   1.00051744  =   1.00047270
 GA3685
 GA3685                          SUPERSEDED SURVEY CONTROL
 GA3685
 GA3685  NAD 83(1995)-  36 00 38.62994(N)    083 58 21.51914(W) AD(       ) 1
 GA3685  NAD 83(1995)-  36 00 38.62997(N)    083 58 21.51914(W) AD(       ) 1
 GA3685  NAD 83(1995)-  36 00 38.62954(N)    083 58 21.51917(W) AD(       ) 1
 GA3685  ELLIP H (05/28/93)  284.86   (m)                       GP(       ) 4 2
 GA3685  NGVD 29 (05/28/93)  315.8    (m)         1036.     (f) GPS OBS        
 GA3685
 GA3685.Superseded values are not recommended for survey control.
 GA3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3685.See file dsdata.txt to determine how the superseded data were derived.
 GA3685
 GA3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3208289227(NAD 83)
 GA3685_MARKER: DD = SURVEY DISK
 GA3685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3685_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3685+STABILITY: SURFACE MOTION
 GA3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3685+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3685
 GA3685  HISTORY     - Date     Condition        Report By
 GA3685  HISTORY     - 1988     MONUMENTED       AEROS
 GA3685
 GA3685                          STATION DESCRIPTION
 GA3685
 GA3685'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3685'THE STATION IS LOCATED ABOUT 7.0 KM (4.3 MI)
 GA3685'NORTHWEST OF DOWNTOWN KNOXVILLE,
 GA3685'1.8 KM (1.1 MI) NORTHWEST OF THE JUNCTION OF INTERSTATES 640, 75,
 GA3685'AND 275, AND AT THE JUNCTION OF INTERSTATE 75 AND MERCHANT DRIVE
 GA3685'(CEDAR DRIVE).
 GA3685'OWNERSHIP--CITY OF KNOXVILLE.
 GA3685'
 GA3685'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3685'HIGHWAY 441 (BROADWAY), GO SOUTHWEST FOR 3.7 KM (2.3 MI) ON
 GA3685'INTERSTATE 640 TO THE EXIT RAMP LEADING TO INTERSTATE 75 NORTH.
 GA3685'FOLLOW THE EXIT RAMP TO INTERSTATE 75 NORTH AND GO NORTHWEST FOR A
 GA3685'TOTAL DISTANCE OF 1.8 KM (1.1 MI) TO THE STATION ON THE RIGHT IN
 GA3685'THE GRASS, ABOUT 36 METERS (118 FT) NORTHWEST OF THE NORTHEAST END
 GA3685'OF THE INTERSTATE 75 BRIDGE OVER MERCHANT DRIVE.
 GA3685'
 GA3685'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3685'STAMPED---GPS 0021 1988---,
 GA3685'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3685'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3685'9.6 METERS (31.5 FT) NORTHEAST FROM THE CENTERLINE OF THE
 GA3685'INTERSTATE 75 NORTH BOUND LANE,
 GA3685'4.4 METERS (14.5 FT) SOUTH-SOUTHEAST FROM A METAL LIGHT POLE
 GA3685'NUMBERED 150M 4R, AND
 GA3685'35.9 METERS (117.7 FT) NORTHWEST FROM THE NORTH END OF THE BRIDGE
 GA3685'ABUTMENT OF INTERSTATE 75 ON THE EAST SIDE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3686 ***********************************************************************
 GA3686  DESIGNATION -  GPS 0022
 GA3686  PID         -  GA3686
 GA3686  STATE/COUNTY-  TN/KNOX
 GA3686  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3686
 GA3686                         *CURRENT SURVEY CONTROL
 GA3686  ___________________________________________________________________
 GA3686* NAD 83(1995)-  36 00 03.28845(N)    083 57 30.26460(W)     ADJUSTED  
 GA3686* NAVD 88     -       308.8    (meters)    1013.     (feet)  VERTCON   
 GA3686  ___________________________________________________________________
 GA3686  X           -     543,740.827 (meters)                     COMP
 GA3686  Y           -  -5,137,470.006 (meters)                     COMP
 GA3686  Z           -   3,728,437.123 (meters)                     COMP
 GA3686  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GA3686  ELLIP HEIGHT-         278.07  (meters)          (04/12/99) GPS OBS
 GA3686  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3686
 GA3686  HORZ ORDER  -  FIRST
 GA3686  ELLP ORDER  -  FOURTH    CLASS I
 GA3686
 GA3686.The horizontal coordinates were established by GPS observations
 GA3686.and adjusted by the National Geodetic Survey in April 1999..
 GA3686
 GA3686.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3686
 GA3686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3686
 GA3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3686
 GA3686.The ellipsoidal height was determined by GPS observations
 GA3686.and is referenced to NAD 83.
 GA3686
 GA3686.The geoid height was determined by GEOID03.
 GA3686
 GA3686;                    North         East     Units Scale Factor Converg.
 GA3686;SPC TN       -   186,936.605   784,053.376   MT  0.99995263   +1 11 42.8
 GA3686;SPC TN       -   613,307.84  2,572,348.45   sFT  0.99995263   +1 11 42.8
 GA3686;UTM  17      - 3,988,098.596   233,331.981   MT  1.00047632   -1 44 23.9
 GA3686;UTM  16      - 3,988,329.653   774,168.520   MT  1.00052632   +1 47 20.2
 GA3686
 GA3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3686!SPC TN       -   0.99995636  x   0.99995263  =   0.99990899
 GA3686!UTM  17      -   0.99995636  x   1.00047632  =   1.00043266
 GA3686!UTM  16      -   0.99995636  x   1.00052632  =   1.00048266
 GA3686
 GA3686                          SUPERSEDED SURVEY CONTROL
 GA3686
 GA3686  NAD 83(1995)-  36 00 03.29008(N)    083 57 30.27085(W) AD(       ) 1
 GA3686  NAD 83(1995)-  36 00 03.29011(N)    083 57 30.27085(W) AD(       ) 1
 GA3686  NAD 83(1995)-  36 00 03.28969(N)    083 57 30.27088(W) AD(       ) 1
 GA3686  ELLIP H (05/28/93)  278.01   (m)                       GP(       ) 4 2
 GA3686  NGVD 29 (05/28/93)  309.0    (m)         1014.     (f) GPS OBS        
 GA3686
 GA3686.Superseded values are not recommended for survey control.
 GA3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3686.See file dsdata.txt to determine how the superseded data were derived.
 GA3686
 GA3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3333288099(NAD 83)
 GA3686_MARKER: DD = SURVEY DISK
 GA3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3686_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3686+STABILITY: SURFACE MOTION
 GA3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3686+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3686
 GA3686  HISTORY     - Date     Condition        Report By
 GA3686  HISTORY     - 1988     MONUMENTED       AEROS
 GA3686
 GA3686                          STATION DESCRIPTION
 GA3686
 GA3686'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3686'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI)
 GA3686'NORTHWEST OF DOWNTOWN KNOXVILLE, AND AT THE JUNCTION OF INTERSTATES
 GA3686'640, 75, AND 275.
 GA3686'OWNERSHIP--CITY OF KNOXVILLE.
 GA3686'
 GA3686'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3686'HIGHWAY 441 (BROADWAY), GO SOUTHWEST FOR 3.7 KM (2.3 MI) ON
 GA3686'INTERSTATE 640 TO THE EXIT RAMP FOR INTERSTATE 275 SOUTH AND
 GA3686'INTERSTATE 75 NORTH.  FOLLOW THE LEFT HAND LANE TO INTERSTATE 275
 GA3686'SOUTH FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT 17.3 METERS
 GA3686'(56.7 FT) NORTHEAST OF THE NORTHEAST END OF THE FLYOVER BRIDGE
 GA3686'LEADING TO INTERSTATE 275, AND JUST BEHIND A GUARD RAIL.
 GA3686'
 GA3686'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3686'STAMPED---GPS 0022 1988---,
 GA3686'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3686'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3686'6.4 METERS (21.0 FT) NORTHWEST FROM THE CENTERLINE OF THE OFF RAMP
 GA3686'OF INTERSTATE 640 TO KNOXVILLE (INTERSTATE 275) GOING WEST,
 GA3686'1.0 METERS (3.2 FT) NORTHWEST FROM A GUARD RAIL,
 GA3686'1.2 METERS (3.9 FT) NORTH FROM A STATE ANGLE IRON, AND
 GA3686'17.3 METERS (56.7 FT) NORTH-NORTHEAST FROM THE NORTH END OF THE
 GA3686'BRIDGE ABUTMENT ON THE NORTH SIDE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4035 ***********************************************************************
 FB4035  DESIGNATION -  GPS 0023
 FB4035  PID         -  FB4035
 FB4035  STATE/COUNTY-  TN/KNOX
 FB4035  USGS QUAD   -  KNOXVILLE (1978)
 FB4035
 FB4035                         *CURRENT SURVEY CONTROL
 FB4035  ___________________________________________________________________
 FB4035* NAD 83(1995)-  35 57 26.15519(N)    083 57 05.56620(W)     ADJUSTED  
 FB4035* NAVD 88     -       268.6    (meters)     881.     (feet)  VERTCON   
 FB4035  ___________________________________________________________________
 FB4035  X           -     544,652.382 (meters)                     COMP
 FB4035  Y           -  -5,140,202.088 (meters)                     COMP
 FB4035  Z           -   3,724,494.135 (meters)                     COMP
 FB4035  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FB4035  ELLIP HEIGHT-         237.88  (meters)          (04/12/99) GPS OBS
 FB4035  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4035
 FB4035  HORZ ORDER  -  FIRST
 FB4035  ELLP ORDER  -  FOURTH    CLASS I
 FB4035
 FB4035.The horizontal coordinates were established by GPS observations
 FB4035.and adjusted by the National Geodetic Survey in April 1999..
 FB4035
 FB4035.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4035
 FB4035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4035
 FB4035.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4035
 FB4035.The ellipsoidal height was determined by GPS observations
 FB4035.and is referenced to NAD 83.
 FB4035
 FB4035.The geoid height was determined by GEOID03.
 FB4035
 FB4035;                    North         East     Units Scale Factor Converg.
 FB4035;SPC TN       -   182,107.689   784,773.146   MT  0.99995070   +1 11 57.3
 FB4035;SPC TN       -   597,464.98  2,574,709.90   sFT  0.99995070   +1 11 57.3
 FB4035;UTM  17      - 3,983,236.623   233,803.859   MT  1.00047323   -1 44 02.8
 FB4035;UTM  16      - 3,983,505.658   774,938.657   MT  1.00053154   +1 47 28.0
 FB4035
 FB4035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4035!SPC TN       -   0.99996267  x   0.99995070  =   0.99991337
 FB4035!UTM  17      -   0.99996267  x   1.00047323  =   1.00043588
 FB4035!UTM  16      -   0.99996267  x   1.00053154  =   1.00049419
 FB4035
 FB4035:                Primary Azimuth Mark                     Grid Az
 FB4035:SPC TN       -  GPS 0048                                 110 05 44.1
 FB4035:UTM  17      -  GPS 0048                                 113 01 44.2
 FB4035:UTM  16      -  GPS 0048                                 109 30 13.4
 FB4035
 FB4035|---------------------------------------------------------------------|
 FB4035| PID    Reference Object                     Distance      Geod. Az  |
 FB4035|                                                           dddmmss.s |
 FB4035| FB4049 GPS 0048                            APPROX. 1.1 KM 1111741.4 |
 FB4035|---------------------------------------------------------------------|
 FB4035
 FB4035                          SUPERSEDED SURVEY CONTROL
 FB4035
 FB4035  NAD 83(1995)-  35 57 26.15615(N)    083 57 05.57266(W) AD(       ) 1
 FB4035  ELLIP H (05/28/93)  237.83   (m)                       GP(       ) 4 2
 FB4035  NGVD 29 (05/28/93)  268.8    (m)          882.     (f) GPS OBS        
 FB4035
 FB4035.Superseded values are not recommended for survey control.
 FB4035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4035.See file dsdata.txt to determine how the superseded data were derived.
 FB4035
 FB4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3380483237(NAD 83)
 FB4035_MARKER: DD = SURVEY DISK
 FB4035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4035_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4035+STABILITY: SURFACE MOTION
 FB4035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4035+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4035
 FB4035  HISTORY     - Date     Condition        Report By
 FB4035  HISTORY     - 1988     MONUMENTED       AEROS
 FB4035
 FB4035                          STATION DESCRIPTION
 FB4035
 FB4035'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4035'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI)
 FB4035'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4035'1.3 KM (0.8 MI) EAST-SOUTHEAST OF THE OVERPASS JUNCTION OF
 FB4035'INTERSTATE 40 AND LIBERTY STREET, AND AT THE JUNCTION OF SUTHERLAND
 FB4035'AVENUE AND CONCORD STREET.
 FB4035'OWNERSHIP--CITY OF KNOXVILLE.
 FB4035'
 FB4035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4035'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO WESTERLY FOR 1.5
 FB4035'KM (0.9 MI) ON STATE HIGHWAY 62 TO THE INTERSECTION OF UNIVERSITY
 FB4035'AVENUE. TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON
 FB4035'UNIVERSITY AVENUE TO THE INTERSECTION OF SUTHERLAND AVENUE.  TURN
 FB4035'LEFT AND GO SOUTHEAST AND SOUTHWEST FOR 0.5 KM (0.3 MI) ON
 FB4035'SUTHERLAND AVENUE TO THE INTERSECTION OF CONCORD STREET AND THE
 FB4035'STATION ON THE LEFT IN A CONCRETE ISLAND IN THE SOUTHWEST QUADRANT
 FB4035'OF THE INTERSECTION.
 FB4035'
 FB4035'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4035'STAMPED---GPS 0023 1988---,
 FB4035'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4035'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4035'0.6 METERS (2.0 FT) SOUTH FROM THE FACE OF A CURB,
 FB4035'8.7 METERS (28.5 FT) SOUTH FROM THE CENTERLINE OF SUTHERLAND
 FB4035'AVENUE, AND
 FB4035'4.7 METERS (15.5 FT) NORTHWEST FROM A TRAFFIC SIGNAL SUPPORT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4036 ***********************************************************************
 FB4036  DESIGNATION -  GPS 0024
 FB4036  PID         -  FB4036
 FB4036  STATE/COUNTY-  TN/KNOX
 FB4036  USGS QUAD   -  KNOXVILLE (1978)
 FB4036
 FB4036                         *CURRENT SURVEY CONTROL
 FB4036  ___________________________________________________________________
 FB4036* NAD 83(1995)-  35 57 43.31252(N)    083 56 51.50976(W)     ADJUSTED  
 FB4036* NAVD 88     -       262.7    (meters)     862.     (feet)  VERTCON   
 FB4036  ___________________________________________________________________
 FB4036  X           -     544,969.424 (meters)                     COMP
 FB4036  Y           -  -5,139,851.367 (meters)                     COMP
 FB4036  Z           -   3,724,918.705 (meters)                     COMP
 FB4036  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FB4036  ELLIP HEIGHT-         231.94  (meters)          (04/12/99) GPS OBS
 FB4036  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4036
 FB4036  HORZ ORDER  -  FIRST
 FB4036  ELLP ORDER  -  FOURTH    CLASS I
 FB4036
 FB4036.The horizontal coordinates were established by GPS observations
 FB4036.and adjusted by the National Geodetic Survey in April 1999..
 FB4036
 FB4036.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4036
 FB4036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4036
 FB4036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4036
 FB4036.The ellipsoidal height was determined by GPS observations
 FB4036.and is referenced to NAD 83.
 FB4036
 FB4036.The geoid height was determined by GEOID03.
 FB4036
 FB4036;                    North         East     Units Scale Factor Converg.
 FB4036;SPC TN       -   182,643.744   785,114.203   MT  0.99995089   +1 12 05.5
 FB4036;SPC TN       -   599,223.68  2,575,828.85   sFT  0.99995089   +1 12 05.5
 FB4036;UTM  17      - 3,983,754.792   234,172.094   MT  1.00047082   -1 43 55.2
 FB4036;UTM  16      - 3,984,045.522   775,274.352   MT  1.00053382   +1 47 37.0
 FB4036
 FB4036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4036!SPC TN       -   0.99996360  x   0.99995089  =   0.99991449
 FB4036!UTM  17      -   0.99996360  x   1.00047082  =   1.00043440
 FB4036!UTM  16      -   0.99996360  x   1.00053382  =   1.00049740
 FB4036
 FB4036:                Primary Azimuth Mark                     Grid Az
 FB4036:SPC TN       -  GPS 0023                                 212 27 57.4
 FB4036:UTM  17      -  GPS 0023                                 215 23 58.1
 FB4036:UTM  16      -  GPS 0023                                 211 52 25.9
 FB4036
 FB4036|---------------------------------------------------------------------|
 FB4036| PID    Reference Object                     Distance      Geod. Az  |
 FB4036|                                                           dddmmss.s |
 FB4036| FB4035 GPS 0023                            APPROX. 0.6 KM 2134002.9 |
 FB4036| FB4038 GPS 0026                            APPROX. 1.2 KM 3215847.9 |
 FB4036|---------------------------------------------------------------------|
 FB4036
 FB4036                          SUPERSEDED SURVEY CONTROL
 FB4036
 FB4036  NAD 83(1995)-  35 57 43.31352(N)    083 56 51.51619(W) AD(       ) 1
 FB4036  ELLIP H (05/28/93)  231.89   (m)                       GP(       ) 4 2
 FB4036  NGVD 29 (05/28/93)  262.8    (m)          862.     (f) GPS OBS        
 FB4036
 FB4036.Superseded values are not recommended for survey control.
 FB4036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4036.See file dsdata.txt to determine how the superseded data were derived.
 FB4036
 FB4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3417283755(NAD 83)
 FB4036_MARKER: DD = SURVEY DISK
 FB4036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4036_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4036+STABILITY: SURFACE MOTION
 FB4036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4036+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4036
 FB4036  HISTORY     - Date     Condition        Report By
 FB4036  HISTORY     - 1988     MONUMENTED       AEROS
 FB4036
 FB4036                          STATION DESCRIPTION
 FB4036
 FB4036'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4036'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 FB4036'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4036'1.5 KM (0.9 MI) EAST OF THE OVERPASS JUNCTION OF INTERSTATE 40 AND
 FB4036'LIBERTY STREET,
 FB4036'0.57 KM (0.35 MI) NORTH-NORTHEAST OF THE JUNCTION OF SUTHERLAND
 FB4036'AVENUE AND CONCORD STREET.
 FB4036'OWNERSHIP--CITY OF KNOXVILLE.
 FB4036'
 FB4036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4036'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO WESTERLY FOR 1.4
 FB4036'KM (0.9 MI) ON STATE HIGHWAY 62 TO THE INTERSECTION OF UNIVERSITY
 FB4036'AVENUE. TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON
 FB4036'UNIVERSITY AVENUE TO THE INTERSECTION OF SUTHERLAND AVENUE AND THE
 FB4036'STATION ON THE LEFT, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 FB4036'
 FB4036'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4036'STAMPED---GPS 0024 1988---,
 FB4036'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4036'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4036'1.1 METERS (3.7 FT) WEST FROM THE FACE OF A CURB,
 FB4036'9.4 METERS (31.0 FT) WEST FROM THE CENTERLINE OF SUTHERLAND AVENUE,
 FB4036'1.5 METERS (5.0 FT) NORTH FROM THE CENTER OF A STORM SEWER MANHOLE,
 FB4036'AND
 FB4036'9.6 METERS (31.5 FT) NORTH FROM A POWER POLE NUMBERED 17092.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4037 ***********************************************************************
 FB4037  DESIGNATION -  GPS 0025
 FB4037  PID         -  FB4037
 FB4037  STATE/COUNTY-  TN/KNOX
 FB4037  USGS QUAD   -  KNOXVILLE (1978)
 FB4037
 FB4037                         *CURRENT SURVEY CONTROL
 FB4037  ___________________________________________________________________
 FB4037* NAD 83(1995)-  35 57 59.82008(N)    083 56 23.04146(W)     ADJUSTED  
 FB4037* NAVD 88     -       274.3    (meters)     900.     (feet)  VERTCON   
 FB4037  ___________________________________________________________________
 FB4037  X           -     545,648.253 (meters)                     COMP
 FB4037  Y           -  -5,139,488.269 (meters)                     COMP
 FB4037  Z           -   3,725,337.323 (meters)                     COMP
 FB4037  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FB4037  ELLIP HEIGHT-         243.51  (meters)          (04/12/99) GPS OBS
 FB4037  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4037
 FB4037  HORZ ORDER  -  FIRST
 FB4037  ELLP ORDER  -  FOURTH    CLASS I
 FB4037
 FB4037.The horizontal coordinates were established by GPS observations
 FB4037.and adjusted by the National Geodetic Survey in April 1999..
 FB4037
 FB4037.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4037
 FB4037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4037
 FB4037.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4037
 FB4037.The ellipsoidal height was determined by GPS observations
 FB4037.and is referenced to NAD 83.
 FB4037
 FB4037.The geoid height was determined by GEOID03.
 FB4037
 FB4037;                    North         East     Units Scale Factor Converg.
 FB4037;SPC TN       -   183,167.385   785,816.644   MT  0.99995107   +1 12 22.2
 FB4037;SPC TN       -   600,941.66  2,578,133.44   sFT  0.99995107   +1 12 22.2
 FB4037;UTM  17      - 3,984,242.048   234,900.792   MT  1.00046605   -1 43 39.2
 FB4037;UTM  16      - 3,984,576.706   775,971.752   MT  1.00053856   +1 47 54.5
 FB4037
 FB4037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4037!SPC TN       -   0.99996178  x   0.99995107  =   0.99991285
 FB4037!UTM  17      -   0.99996178  x   1.00046605  =   1.00042781
 FB4037!UTM  16      -   0.99996178  x   1.00053856  =   1.00050032
 FB4037
 FB4037                          SUPERSEDED SURVEY CONTROL
 FB4037
 FB4037  NAD 83(1995)-  35 57 59.82107(N)    083 56 23.04791(W) AD(       ) 1
 FB4037  ELLIP H (05/28/93)  243.46   (m)                       GP(       ) 4 2
 FB4037  NGVD 29 (05/28/93)  274.4    (m)          900.     (f) GPS OBS        
 FB4037
 FB4037.Superseded values are not recommended for survey control.
 FB4037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4037.See file dsdata.txt to determine how the superseded data were derived.
 FB4037
 FB4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3490184242(NAD 83)
 FB4037_MARKER: DD = SURVEY DISK
 FB4037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4037_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4037+STABILITY: SURFACE MOTION
 FB4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4037+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4037
 FB4037  HISTORY     - Date     Condition        Report By
 FB4037  HISTORY     - 1988     MONUMENTED       AEROS
 FB4037
 FB4037                          STATION DESCRIPTION
 FB4037
 FB4037'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4037'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI)
 FB4037'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4037'1.1 KM (0.7 MI) WEST OF THE JUNCTION OF INTERSTATES 40 AND 275,
 FB4037'1.2 KM (0.75 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF INTERSTATE 275
 FB4037'AND BAXTER AVENUE.
 FB4037'OWNERSHIP--CITY OF KNOXVILLE.
 FB4037'
 FB4037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4037'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO WESTERLY FOR 1.4
 FB4037'KM (0.9 MI) ON STATE HIGHWAY 62 TO THE INTERSECTION OF UNIVERSITY
 FB4037'AVENUE AND THE STATION ON THE RIGHT, IN A GRASS ISLAND IN THE
 FB4037'SOUTHEAST QUADRANT OF THE INTERSECTION.
 FB4037'
 FB4037'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4037'STAMPED---GPS 0025 1988---,
 FB4037'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4037'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4037'7.0 METERS (23.0 FT) SOUTH FROM THE CENTERLINE OF UNIVERSITY
 FB4037'AVENUE,
 FB4037'8.7 METERS (28.7 FT) EAST FROM THE CENTERLINE OF WESTERN AVENUE,
 FB4037'AND
 FB4037'2.7 METERS (9.0 FT) NORTH FROM A POWER POLE NUMBERED 23490.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4038 ***********************************************************************
 FB4038  DESIGNATION -  GPS 0026
 FB4038  PID         -  FB4038
 FB4038  STATE/COUNTY-  TN/KNOX
 FB4038  USGS QUAD   -  KNOXVILLE (1978)
 FB4038
 FB4038                         *CURRENT SURVEY CONTROL
 FB4038  ___________________________________________________________________
 FB4038* NAD 83(1995)-  35 58 13.85066(N)    083 57 20.88264(W)     ADJUSTED  
 FB4038* NAVD 88     -       268.5    (meters)     881.     (feet)  VERTCON   
 FB4038  ___________________________________________________________________
 FB4038  X           -     544,179.773 (meters)                     COMP
 FB4038  Y           -  -5,139,383.883 (meters)                     COMP
 FB4038  Z           -   3,725,683.974 (meters)                     COMP
 FB4038  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FB4038  ELLIP HEIGHT-         237.79  (meters)          (04/12/99) GPS OBS
 FB4038  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4038
 FB4038  HORZ ORDER  -  FIRST
 FB4038  ELLP ORDER  -  FOURTH    CLASS I
 FB4038
 FB4038.The horizontal coordinates were established by GPS observations
 FB4038.and adjusted by the National Geodetic Survey in April 1999..
 FB4038
 FB4038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4038
 FB4038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4038
 FB4038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4038
 FB4038.The ellipsoidal height was determined by GPS observations
 FB4038.and is referenced to NAD 83.
 FB4038
 FB4038.The geoid height was determined by GEOID03.
 FB4038
 FB4038;                    North         East     Units Scale Factor Converg.
 FB4038;SPC TN       -   183,569.330   784,358.733   MT  0.99995123   +1 11 48.3
 FB4038;SPC TN       -   602,260.38  2,573,350.28   sFT  0.99995123   +1 11 48.3
 FB4038;UTM  17      - 3,984,718.333   233,464.617   MT  1.00047546   -1 44 13.8
 FB4038;UTM  16      - 3,984,963.782   774,508.911   MT  1.00052863   +1 47 21.1
 FB4038
 FB4038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4038!SPC TN       -   0.99996268  x   0.99995123  =   0.99991391
 FB4038!UTM  17      -   0.99996268  x   1.00047546  =   1.00043812
 FB4038!UTM  16      -   0.99996268  x   1.00052863  =   1.00049129
 FB4038
 FB4038:                Primary Azimuth Mark                     Grid Az
 FB4038:SPC TN       -  GPS 0024                                 140 46 42.3
 FB4038:UTM  17      -  GPS 0024                                 143 42 44.4
 FB4038:UTM  16      -  GPS 0024                                 140 11 09.5
 FB4038
 FB4038|---------------------------------------------------------------------|
 FB4038| PID    Reference Object                     Distance      Geod. Az  |
 FB4038|                                                           dddmmss.s |
 FB4038| FB4036 GPS 0024                            APPROX. 1.2 KM 1415830.6 |
 FB4038|---------------------------------------------------------------------|
 FB4038
 FB4038                          SUPERSEDED SURVEY CONTROL
 FB4038
 FB4038  NAD 83(1995)-  35 58 13.85166(N)    083 57 20.88907(W) AD(       ) 1
 FB4038  ELLIP H (05/28/93)  237.74   (m)                       GP(       ) 4 2
 FB4038  NGVD 29 (05/28/93)  268.7    (m)          882.     (f) GPS OBS        
 FB4038
 FB4038.Superseded values are not recommended for survey control.
 FB4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4038.See file dsdata.txt to determine how the superseded data were derived.
 FB4038
 FB4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3346584718(NAD 83)
 FB4038_MARKER: DD = SURVEY DISK
 FB4038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4038_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4038+STABILITY: SURFACE MOTION
 FB4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4038+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB4038
 FB4038  HISTORY     - Date     Condition        Report By
 FB4038  HISTORY     - 1988     MONUMENTED       AEROS
 FB4038  HISTORY     - 20010322 GOOD             USPSQD
 FB4038  HISTORY     - 20060112 GOOD             USPSQD
 FB4038
 FB4038                          STATION DESCRIPTION
 FB4038
 FB4038'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4038'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 FB4038'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4038'2.0 KM (1.25 MI) EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE
 FB4038'640/75 AND STATE HIGHWAY 62 (WESTERN AVENUE), AND AT THE JUNCTION
 FB4038'OF STATE HIGHWAY 62 AND KEITH AVENUE.
 FB4038'OWNERSHIP--CITY OF KNOXVILLE.
 FB4038'
 FB4038'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4038'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4038'WEST-NORTHWESTERLY FOR 3.1 KM (1.9 MI) ON STATE HIGHWAY 62 TO THE
 FB4038'INTERSECTION OF KEITH AVENUE AND THE STATION ON THE LEFT, IN A
 FB4038'CONCRETE ISLAND IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 FB4038'
 FB4038'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4038'STAMPED---GPS 0026 1988---,
 FB4038'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4038'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4038'10.7 METERS (35.0 FT) NORTHWEST FROM THE CENTERLINE OF KEITH
 FB4038'AVENUE,
 FB4038'3.9 METERS (13.0 FT) WEST FROM A SIGNAL LIGHT POLE, AND
 FB4038'3.3 METERS (11.0 FT) SOUTH FROM A SIGNAL LIGHT POLE WITH A
 FB4038'PEDESTRIAN PUSH BUTTON.
 FB4038
 FB4038                          STATION RECOVERY (2001)
 FB4038
 FB4038'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB4038'RECOVERED IN GOOD CONDITION.
 FB4038
 FB4038                          STATION RECOVERY (2006)
 FB4038
 FB4038'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4039 ***********************************************************************
 FB4039  DESIGNATION -  GPS 0027
 FB4039  PID         -  FB4039
 FB4039  STATE/COUNTY-  TN/KNOX
 FB4039  USGS QUAD   -  KNOXVILLE (1978)
 FB4039
 FB4039                         *CURRENT SURVEY CONTROL
 FB4039  ___________________________________________________________________
 FB4039* NAD 83(1995)-  35 59 33.46144(N)    083 56 49.72251(W)     ADJUSTED  
 FB4039* NAVD 88     -       298.7    (meters)     980.     (feet)  VERTCON   
 FB4039  ___________________________________________________________________
 FB4039  X           -     544,806.716 (meters)                     COMP
 FB4039  Y           -  -5,137,892.201 (meters)                     COMP
 FB4039  Z           -   3,727,687.345 (meters)                     COMP
 FB4039  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FB4039  ELLIP HEIGHT-         267.92  (meters)          (04/12/99) GPS OBS
 FB4039  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB4039
 FB4039  HORZ ORDER  -  FIRST
 FB4039  ELLP ORDER  -  FOURTH    CLASS I
 FB4039
 FB4039.The horizontal coordinates were established by GPS observations
 FB4039.and adjusted by the National Geodetic Survey in April 1999..
 FB4039
 FB4039.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4039
 FB4039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4039
 FB4039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4039
 FB4039.The ellipsoidal height was determined by GPS observations
 FB4039.and is referenced to NAD 83.
 FB4039
 FB4039.The geoid height was determined by GEOID03.
 FB4039
 FB4039;                    North         East     Units Scale Factor Converg.
 FB4039;SPC TN       -   186,038.763   785,087.771   MT  0.99995222   +1 12 06.6
 FB4039;SPC TN       -   610,362.17  2,575,742.13   sFT  0.99995222   +1 12 06.6
 FB4039;UTM  17      - 3,987,148.473   234,319.560   MT  1.00046985   -1 43 58.8
 FB4039;UTM  16      - 3,987,442.062   775,212.764   MT  1.00053339   +1 47 42.8
 FB4039
 FB4039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4039!SPC TN       -   0.99995795  x   0.99995222  =   0.99991017
 FB4039!UTM  17      -   0.99995795  x   1.00046985  =   1.00042778
 FB4039!UTM  16      -   0.99995795  x   1.00053339  =   1.00049132
 FB4039
 FB4039                          SUPERSEDED SURVEY CONTROL
 FB4039
 FB4039  NAD 83(1995)-  35 59 33.46256(N)    083 56 49.72884(W) AD(       ) 1
 FB4039  ELLIP H (05/28/93)  267.87   (m)                       GP(       ) 4 2
 FB4039  NGVD 29 (05/28/93)  298.8    (m)          980.     (f) GPS OBS        
 FB4039
 FB4039.Superseded values are not recommended for survey control.
 FB4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4039.See file dsdata.txt to determine how the superseded data were derived.
 FB4039
 FB4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3432087148(NAD 83)
 FB4039_MARKER: DD = SURVEY DISK
 FB4039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4039_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4039+STABILITY: SURFACE MOTION
 FB4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4039+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4039
 FB4039  HISTORY     - Date     Condition        Report By
 FB4039  HISTORY     - 1988     MONUMENTED       AEROS
 FB4039
 FB4039                          STATION DESCRIPTION
 FB4039
 FB4039'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4039'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI)
 FB4039'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4039'0.5 KM (0.3 MI) NORTHEAST OF THE JUNCTION OF INTERSTATE 275 AND
 FB4039'HEISKELL AVENUE,
 FB4039'0.2 KM (0.1 MI) SOUTH-SOUTHEAST OF THE JUNCTION OF HEISKELL AVENUE
 FB4039'AND CENTRAL STREET.
 FB4039'OWNERSHIP--CITY OF KNOXVILLE.
 FB4039'
 FB4039'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 275, GO
 FB4039'NORTHWEST FOR 3.53 KM (2.18 MI) ON INTERSTATE 275 TO THE HEISKELL
 FB4039'AVENUE EXIT.
 FB4039'TURN RIGHT AND GO NORTHEAST FOR 0.39 KM (0.24 MI) ON HEISKELL
 FB4039'AVENUE TO THE INTERSECTION OF CENTRAL STREET.
 FB4039'TURN RIGHT AND GO SOUTHEAST FOR 0.14 KM (0.09 MI) ON CENTRAL STREET
 FB4039'TO THE STATION ON THE RIGHT AT 3009 CENTRAL STREET.
 FB4039'
 FB4039'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4039'STAMPED---GPS 0027 1988---,
 FB4039'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4039'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4039'5.6 METERS (18.5 FT) SOUTHWEST FROM THE CENTERLINE OF CENTRAL
 FB4039'STREET,
 FB4039'8.0 METERS (26.4 FT) EAST FROM A POWER POLE NUMBERED 370, AND
 FB4039'16.4 METERS (53.9 FT) SOUTH-SOUTHEAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3687 ***********************************************************************
 GA3687  DESIGNATION -  GPS 0028
 GA3687  PID         -  GA3687
 GA3687  STATE/COUNTY-  TN/KNOX
 GA3687  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3687
 GA3687                         *CURRENT SURVEY CONTROL
 GA3687  ___________________________________________________________________
 GA3687* NAD 83(1995)-  36 02 51.49110(N)    083 55 40.38964(W)     ADJUSTED  
 GA3687* NAVD 88     -       344.5    (meters)    1130.     (feet)  VERTCON   
 GA3687  ___________________________________________________________________
 GA3687  X           -     546,157.930 (meters)                     COMP
 GA3687  Y           -  -5,134,176.229 (meters)                     COMP
 GA3687  Z           -   3,732,651.242 (meters)                     COMP
 GA3687  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GA3687  ELLIP HEIGHT-         313.75  (meters)          (04/12/99) GPS OBS
 GA3687  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3687
 GA3687  HORZ ORDER  -  FIRST
 GA3687  ELLP ORDER  -  FOURTH    CLASS I
 GA3687
 GA3687.The horizontal coordinates were established by GPS observations
 GA3687.and adjusted by the National Geodetic Survey in April 1999..
 GA3687
 GA3687.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3687
 GA3687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3687
 GA3687.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3687
 GA3687.The ellipsoidal height was determined by GPS observations
 GA3687.and is referenced to NAD 83.
 GA3687
 GA3687.The geoid height was determined by GEOID03.
 GA3687
 GA3687;                    North         East     Units Scale Factor Converg.
 GA3687;SPC TN       -   192,177.386   786,694.723   MT  0.99995532   +1 12 47.2
 GA3687;SPC TN       -   630,501.97  2,581,014.27   sFT  0.99995532   +1 12 47.2
 GA3687;UTM  17      - 3,993,199.816   236,239.797   MT  1.00045731   -1 43 26.2
 GA3687;UTM  16      - 3,993,600.632   776,756.825   MT  1.00054389   +1 48 32.2
 GA3687
 GA3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3687!SPC TN       -   0.99995076  x   0.99995532  =   0.99990608
 GA3687!UTM  17      -   0.99995076  x   1.00045731  =   1.00040805
 GA3687!UTM  16      -   0.99995076  x   1.00054389  =   1.00049462
 GA3687
 GA3687:                Primary Azimuth Mark                     Grid Az
 GA3687:SPC TN       -  GPS 0029                                 033 45 31.2
 GA3687:UTM  17      -  GPS 0029                                 036 41 44.6
 GA3687:UTM  16      -  GPS 0029                                 033 09 46.2
 GA3687
 GA3687|---------------------------------------------------------------------|
 GA3687| PID    Reference Object                     Distance      Geod. Az  |
 GA3687|                                                           dddmmss.s |
 GA3687| GA3688 GPS 0029                            APPROX. 0.6 KM 0345818.4 |
 GA3687|---------------------------------------------------------------------|
 GA3687
 GA3687                          SUPERSEDED SURVEY CONTROL
 GA3687
 GA3687  NAD 83(1995)-  36 02 51.49295(N)    083 55 40.39582(W) AD(       ) 1
 GA3687  NAD 83(1995)-  36 02 51.49302(N)    083 55 40.39582(W) AD(       ) 1
 GA3687  NAD 83(1995)-  36 02 51.49244(N)    083 55 40.39585(W) AD(       ) 1
 GA3687  ELLIP H (05/28/93)  313.68   (m)                       GP(       ) 4 2
 GA3687  NGVD 29 (05/28/93)  344.7    (m)         1131.     (f) GPS OBS        
 GA3687
 GA3687.Superseded values are not recommended for survey control.
 GA3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3687.See file dsdata.txt to determine how the superseded data were derived.
 GA3687
 GA3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3624093200(NAD 83)
 GA3687_MARKER: DD = SURVEY DISK
 GA3687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3687_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3687+STABILITY: SURFACE MOTION
 GA3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3687+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3687
 GA3687  HISTORY     - Date     Condition        Report By
 GA3687  HISTORY     - 1988     MONUMENTED       AEROS
 GA3687
 GA3687                          STATION DESCRIPTION
 GA3687
 GA3687'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3687'THE STATION IS LOCATED ABOUT 9.6 KM (5.9 MI)
 GA3687'NORTH OF DOWNTOWN KNOXVILLE,
 GA3687'5.8 KM (3.6 MI) NORTHEAST OF THE JUNCTION OF INTERSTATES 640, 75,
 GA3687'AND 275,
 GA3687'1.3 KM (0.8 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 441
 GA3687'(BROADWAY) AND RIFLE RANGE ROAD.
 GA3687'OWNERSHIP--CITY OF KNOXVILLE.
 GA3687'
 GA3687'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3687'HIGHWAY 441 (BROADWAY), GO NORTHERLY FOR 3.60 KM (2.22 MI) ON U.S.
 GA3687'HIGHWAY 441 TO THE STATION ON THE LEFT IN A GRASS MEDIAN OPPOSITE
 GA3687'5709 BROADWAY.
 GA3687'
 GA3687'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3687'STAMPED---GPS 0028 1988---,
 GA3687'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3687'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3687'5.5 METERS (18.0 FT) NORTHWEST FROM THE CENTERLINE OF NORTH BOUND
 GA3687'BROADWAY,
 GA3687'7.1 METERS (23.3 FT) SOUTHEAST FROM THE CENTERLINE OF SOUTH BOUND
 GA3687'BROADWAY, AND
 GA3687'14 METERS (47 FT) NORTHEAST FROM A LIGHT POLE NUMBERED 16976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3688 ***********************************************************************
 GA3688  DESIGNATION -  GPS 0029
 GA3688  PID         -  GA3688
 GA3688  STATE/COUNTY-  TN/KNOX
 GA3688  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3688
 GA3688                         *CURRENT SURVEY CONTROL
 GA3688  ___________________________________________________________________
 GA3688* NAD 83(1995)-  36 03 07.64236(N)    083 55 26.47716(W)     ADJUSTED  
 GA3688* NAVD 88     -       374.5    (meters)    1229.     (feet)  VERTCON   
 GA3688  ___________________________________________________________________
 GA3688  X           -     546,475.777 (meters)                     COMP
 GA3688  Y           -  -5,133,872.113 (meters)                     COMP
 GA3688  Z           -   3,733,071.364 (meters)                     COMP
 GA3688  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GA3688  ELLIP HEIGHT-         343.68  (meters)          (04/12/99) GPS OBS
 GA3688  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3688
 GA3688  HORZ ORDER  -  FIRST
 GA3688  ELLP ORDER  -  FOURTH    CLASS I
 GA3688
 GA3688.The horizontal coordinates were established by GPS observations
 GA3688.and adjusted by the National Geodetic Survey in April 1999..
 GA3688
 GA3688.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3688
 GA3688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3688
 GA3688.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3688
 GA3688.The ellipsoidal height was determined by GPS observations
 GA3688.and is referenced to NAD 83.
 GA3688
 GA3688.The geoid height was determined by GEOID03.
 GA3688
 GA3688;                    North         East     Units Scale Factor Converg.
 GA3688;SPC TN       -   192,682.448   787,032.306   MT  0.99995562   +1 12 55.3
 GA3688;SPC TN       -   632,159.00  2,582,121.82   sFT  0.99995562   +1 12 55.3
 GA3688;UTM  17      - 3,993,687.160   236,602.998   MT  1.00045494   -1 43 18.6
 GA3688;UTM  16      - 3,994,109.478   777,089.332   MT  1.00054616   +1 48 41.1
 GA3688
 GA3688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3688!SPC TN       -   0.99994606  x   0.99995562  =   0.99990169
 GA3688!UTM  17      -   0.99994606  x   1.00045494  =   1.00040098
 GA3688!UTM  16      -   0.99994606  x   1.00054616  =   1.00049219
 GA3688
 GA3688:                Primary Azimuth Mark                     Grid Az
 GA3688:SPC TN       -  GPS 0028                                 213 45 31.3
 GA3688:UTM  17      -  GPS 0028                                 216 41 45.2
 GA3688:UTM  16      -  GPS 0028                                 213 09 45.5
 GA3688
 GA3688|---------------------------------------------------------------------|
 GA3688| PID    Reference Object                     Distance      Geod. Az  |
 GA3688|                                                           dddmmss.s |
 GA3688| GA3687 GPS 0028                            APPROX. 0.6 KM 2145826.6 |
 GA3688|---------------------------------------------------------------------|
 GA3688
 GA3688                          SUPERSEDED SURVEY CONTROL
 GA3688
 GA3688  NAD 83(1995)-  36 03 07.64421(N)    083 55 26.48336(W) AD(       ) 1
 GA3688  NAD 83(1995)-  36 03 07.64427(N)    083 55 26.48336(W) AD(       ) 1
 GA3688  NAD 83(1995)-  36 03 07.64366(N)    083 55 26.48340(W) AD(       ) 1
 GA3688  ELLIP H (05/28/93)  343.61   (m)                       GP(       ) 4 2
 GA3688  NGVD 29 (05/28/93)  374.6    (m)         1229.     (f) GPS OBS        
 GA3688
 GA3688.Superseded values are not recommended for survey control.
 GA3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3688.See file dsdata.txt to determine how the superseded data were derived.
 GA3688
 GA3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3660393687(NAD 83)
 GA3688_MARKER: DD = SURVEY DISK
 GA3688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3688_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3688+STABILITY: SURFACE MOTION
 GA3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3688+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 GA3688
 GA3688  HISTORY     - Date     Condition        Report By
 GA3688  HISTORY     - 1988     MONUMENTED       AEROS
 GA3688  HISTORY     - 20040319 GOOD             INDIV
 GA3688
 GA3688                          STATION DESCRIPTION
 GA3688
 GA3688'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3688'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 GA3688'NORTH OF DOWNTOWN KNOXVILLE,
 GA3688'6.6 KM (4.1 MI) NORTHEAST OF THE JUNCTION OF INTERSTATES 640, 75,
 GA3688'AND 275,
 GA3688'0.6 KM (0.4 MI) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 441
 GA3688'(BROADWAY) AND RIFLE RANGE ROAD.
 GA3688'OWNERSHIP--CITY OF KNOXVILLE.
 GA3688'
 GA3688'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3688'HIGHWAY 441 (BROADWAY), GO NORTHERLY FOR 4.2 KM (2.6 MI) ON U.S.
 GA3688'HIGHWAY 441 TO THE STATION ON THE RIGHT NEAR THE CREST OF A HILL
 GA3688'AND BEHIND A GUARD RAIL.
 GA3688'
 GA3688'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3688'STAMPED---GPS 0029 1988---,
 GA3688'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3688'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3688'8.1 METERS (26.6 FT) SOUTHEAST FROM THE CENTERLINE OF NORTH BOUND
 GA3688'BROADWAY,
 GA3688'0.4 METERS (1.5 FT) SOUTHEAST FROM A GUARD RAIL, AND
 GA3688'33.8 METERS (110.8 FT) SOUTHWEST FROM A LIGHT POLE.
 GA3688
 GA3688                          STATION RECOVERY (2004)
 GA3688
 GA3688'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 GA3688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3689 ***********************************************************************
 GA3689  DESIGNATION -  GPS 0030
 GA3689  PID         -  GA3689
 GA3689  STATE/COUNTY-  TN/KNOX
 GA3689  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3689
 GA3689                         *CURRENT SURVEY CONTROL
 GA3689  ___________________________________________________________________
 GA3689* NAD 83(1995)-  36 01 09.22448(N)    083 55 19.47968(W)     ADJUSTED  
 GA3689* NAVD 88     -       296.9    (meters)     974.     (feet)  VERTCON   
 GA3689  ___________________________________________________________________
 GA3689  X           -     546,870.661 (meters)                     COMP
 GA3689  Y           -  -5,135,926.443 (meters)                     COMP
 GA3689  Z           -   3,730,074.119 (meters)                     COMP
 GA3689  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GA3689  ELLIP HEIGHT-         266.14  (meters)          (04/12/99) GPS OBS
 GA3689  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3689
 GA3689  HORZ ORDER  -  FIRST
 GA3689  ELLP ORDER  -  FOURTH    CLASS I
 GA3689
 GA3689.The horizontal coordinates were established by GPS observations
 GA3689.and adjusted by the National Geodetic Survey in April 1999..
 GA3689
 GA3689.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3689
 GA3689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3689
 GA3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3689
 GA3689.The ellipsoidal height was determined by GPS observations
 GA3689.and is referenced to NAD 83.
 GA3689
 GA3689.The geoid height was determined by GEOID03.
 GA3689
 GA3689;                    North         East     Units Scale Factor Converg.
 GA3689;SPC TN       -   189,037.262   787,284.883   MT  0.99995360   +1 12 59.4
 GA3689;SPC TN       -   620,199.75  2,582,950.49   sFT  0.99995360   +1 12 59.4
 GA3689;UTM  17      - 3,990,031.994   236,668.535   MT  1.00045453   -1 43 09.6
 GA3689;UTM  16      - 3,990,464.954   777,379.944   MT  1.00054815   +1 48 40.1
 GA3689
 GA3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3689!SPC TN       -   0.99995823  x   0.99995360  =   0.99991183
 GA3689!UTM  17      -   0.99995823  x   1.00045453  =   1.00041274
 GA3689!UTM  16      -   0.99995823  x   1.00054815  =   1.00050636
 GA3689
 GA3689                          SUPERSEDED SURVEY CONTROL
 GA3689
 GA3689  NAD 83(1995)-  36 01 09.22630(N)    083 55 19.48586(W) AD(       ) 1
 GA3689  NAD 83(1995)-  36 01 09.22635(N)    083 55 19.48586(W) AD(       ) 1
 GA3689  NAD 83(1995)-  36 01 09.22581(N)    083 55 19.48589(W) AD(       ) 1
 GA3689  ELLIP H (05/28/93)  266.07   (m)                       GP(       ) 4 2
 GA3689  NGVD 29 (05/28/93)  297.1    (m)          975.     (f) GPS OBS        
 GA3689
 GA3689.Superseded values are not recommended for survey control.
 GA3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3689.See file dsdata.txt to determine how the superseded data were derived.
 GA3689
 GA3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3666990032(NAD 83)
 GA3689_MARKER: DD = SURVEY DISK
 GA3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3689_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3689+STABILITY: SURFACE MOTION
 GA3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3689+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3689
 GA3689  HISTORY     - Date     Condition        Report By
 GA3689  HISTORY     - 1988     MONUMENTED       AEROS
 GA3689
 GA3689                          STATION DESCRIPTION
 GA3689
 GA3689'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3689'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 GA3689'NORTH OF DOWNTOWN KNOXVILLE,
 GA3689'3.9 KM (2.4 MI) NORTHEAST OF THE JUNCTION OF INTERSTATES 640, 75,
 GA3689'AND 275, AND AT THE JUNCTION OF INTERSTATE 640 AND U.S. HIGHWAY 441
 GA3689'(BROADWAY).
 GA3689'OWNERSHIP--CITY OF KNOXVILLE.
 GA3689'
 GA3689'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 640
 GA3689'WEST (EXIT 393), GO NORTH, WEST, AND SOUTHWEST FOR 7.8 KM (4.8 MI)
 GA3689'ON 640 WEST TO THE NORTHEAST END OF THE BRIDGE OVER U.S. HIGHWAY
 GA3689'441 (BROADWAY) AND THE STATION ON THE RIGHT.
 GA3689'
 GA3689'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3689'STAMPED---GPS 0030 1988---,
 GA3689'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3689'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3689'8.4 METERS (27.7 FT) NORTH FROM THE CENTERLINE OF WEST BOUND
 GA3689'INTERSTATE 640,
 GA3689'0.6 METERS (2.0 FT) NORTH FROM A GUARD RAIL, AND
 GA3689'1.2 METERS (4.0 FT) EAST FROM THE EAST END OF A BRIDGE ABUTMENT AT
 GA3689'BROADWAY ON THE NORTH SIDE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4040 ***********************************************************************
 FB4040  DESIGNATION -  GPS 0033
 FB4040  PID         -  FB4040
 FB4040  STATE/COUNTY-  TN/KNOX
 FB4040  USGS QUAD   -  KNOXVILLE (1978)
 FB4040
 FB4040                         *CURRENT SURVEY CONTROL
 FB4040  ___________________________________________________________________
 FB4040* NAD 83(1995)-  35 56 50.53952(N)    083 55 30.72198(W)     ADJUSTED  
 FB4040* NAVD 88     -       256.5    (meters)     842.     (feet)  VERTCON   
 FB4040  ___________________________________________________________________
 FB4040  X           -     547,083.048 (meters)                     COMP
 FB4040  Y           -  -5,140,582.229 (meters)                     COMP
 FB4040  Z           -   3,723,598.352 (meters)                     COMP
 FB4040  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FB4040  ELLIP HEIGHT-         225.74  (meters)          (04/12/99) GPS OBS
 FB4040  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4040
 FB4040  HORZ ORDER  -  FIRST
 FB4040  ELLP ORDER  -  FOURTH    CLASS I
 FB4040
 FB4040.The horizontal coordinates were established by GPS observations
 FB4040.and adjusted by the National Geodetic Survey in April 1999..
 FB4040
 FB4040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4040
 FB4040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4040
 FB4040.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4040
 FB4040.The ellipsoidal height was determined by GPS observations
 FB4040.and is referenced to NAD 83.
 FB4040
 FB4040.The geoid height was determined by GEOID03.
 FB4040
 FB4040;                    North         East     Units Scale Factor Converg.
 FB4040;SPC TN       -   181,060.314   787,172.469   MT  0.99995035   +1 12 52.8
 FB4040;SPC TN       -   594,028.71  2,582,581.68   sFT  0.99995035   +1 12 52.8
 FB4040;UTM  17      - 3,982,067.245   236,147.652   MT  1.00045792   -1 43 05.5
 FB4040;UTM  16      - 3,982,482.514   777,350.088   MT  1.00054796   +1 48 22.3
 FB4040
 FB4040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4040!SPC TN       -   0.99996457  x   0.99995035  =   0.99991492
 FB4040!UTM  17      -   0.99996457  x   1.00045792  =   1.00042248
 FB4040!UTM  16      -   0.99996457  x   1.00054796  =   1.00051251
 FB4040
 FB4040:                Primary Azimuth Mark                     Grid Az
 FB4040:SPC TN       -  GPS 0034                                 041 06 06.2
 FB4040:UTM  17      -  GPS 0034                                 044 02 04.5
 FB4040:UTM  16      -  GPS 0034                                 040 30 36.7
 FB4040
 FB4040|---------------------------------------------------------------------|
 FB4040| PID    Reference Object                     Distance      Geod. Az  |
 FB4040|                                                           dddmmss.s |
 FB4040| FB4041 GPS 0034                            APPROX. 1.1 KM 0421859.0 |
 FB4040| FB4049 GPS 0048                            APPROX. 1.5 KM 2971831.4 |
 FB4040|---------------------------------------------------------------------|
 FB4040
 FB4040                          SUPERSEDED SURVEY CONTROL
 FB4040
 FB4040  NAD 83(1995)-  35 56 50.54052(N)    083 55 30.72843(W) AD(       ) 1
 FB4040  ELLIP H (05/28/93)  225.69   (m)                       GP(       ) 4 2
 FB4040  NGVD 29 (05/28/93)  256.6    (m)          842.     (f) GPS OBS        
 FB4040
 FB4040.Superseded values are not recommended for survey control.
 FB4040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4040.See file dsdata.txt to determine how the superseded data were derived.
 FB4040
 FB4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3614882067(NAD 83)
 FB4040_MARKER: DD = SURVEY DISK
 FB4040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4040_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4040+STABILITY: SURFACE MOTION
 FB4040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4040+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4040
 FB4040  HISTORY     - Date     Condition        Report By
 FB4040  HISTORY     - 1988     MONUMENTED       AEROS
 FB4040
 FB4040                          STATION DESCRIPTION
 FB4040
 FB4040'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4040'THE STATION IS LOCATED ABOUT 2.7 KM (1.3 MI)
 FB4040'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4040'2.6 KM (1.6 MI) SOUTH OF THE JUNCTION OF INTERSTATES 40 AND 275,
 FB4040'1.5 KM (0.9 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4040'CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE).
 FB4040'OWNERSHIP--CITY OF KNOXVILLE.
 FB4040'
 FB4040'TO REACH THE STATION FROM THE JUNCTION OF KINGSTON PIKE AND NEYLAND
 FB4040'DRIVE GO SOUTHEAST, EAST, AND NORTHEAST FOR 2.6 KM (1.6 MI) ON
 FB4040'NEYLAND DRIVE TO THE STATION ON THE RIGHT JUST BEYOND A RAILROAD
 FB4040'BRIDGE, AT THE EDGE OF THE PAVEMENT, AND IN FRONT OF A GUARD RAIL.
 FB4040'
 FB4040'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4040'STAMPED---GPS 0033 1988---,
 FB4040'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4040'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4040'0.1 METERS (0.4 FT) NORTHWEST FROM THE FACE OF A GUARD RAIL,
 FB4040'3.3 METERS (10.8 FT) WEST FROM A POWER POLE WITH A STREET LIGHT,
 FB4040'AND 5.9 METERS (19.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE EAST
 FB4040'BOUND LANES OF NEYLAND DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4041 ***********************************************************************
 FB4041  DESIGNATION -  GPS 0034
 FB4041  PID         -  FB4041
 FB4041  STATE/COUNTY-  TN/KNOX
 FB4041  USGS QUAD   -  KNOXVILLE (1978)
 FB4041
 FB4041                         *CURRENT SURVEY CONTROL
 FB4041  ___________________________________________________________________
 FB4041* NAD 83(1995)-  35 57 17.74225(N)    083 55 00.25935(W)     ADJUSTED  
 FB4041* NAVD 88     -       273.4    (meters)     897.     (feet)  VERTCON   
 FB4041  ___________________________________________________________________
 FB4041  X           -     547,791.521 (meters)                     COMP
 FB4041  Y           -  -5,140,025.477 (meters)                     COMP
 FB4041  Z           -   3,724,287.015 (meters)                     COMP
 FB4041  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FB4041  ELLIP HEIGHT-         242.62  (meters)          (04/12/99) GPS OBS
 FB4041  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4041
 FB4041  HORZ ORDER  -  FIRST
 FB4041  ELLP ORDER  -  FOURTH    CLASS I
 FB4041
 FB4041.The horizontal coordinates were established by GPS observations
 FB4041.and adjusted by the National Geodetic Survey in April 1999..
 FB4041
 FB4041.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4041
 FB4041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4041
 FB4041.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4041
 FB4041.The ellipsoidal height was determined by GPS observations
 FB4041.and is referenced to NAD 83.
 FB4041
 FB4041.The geoid height was determined by GEOID03.
 FB4041
 FB4041;                    North         East     Units Scale Factor Converg.
 FB4041;SPC TN       -   181,914.733   787,917.872   MT  0.99995062   +1 13 10.6
 FB4041;SPC TN       -   596,831.92  2,585,027.22   sFT  0.99995062   +1 13 10.6
 FB4041;UTM  17      - 3,982,882.815   236,936.195   MT  1.00045280   -1 42 48.8
 FB4041;UTM  16      - 3,983,345.102   778,087.069   MT  1.00055300   +1 48 41.4
 FB4041
 FB4041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4041!SPC TN       -   0.99996192  x   0.99995062  =   0.99991254
 FB4041!UTM  17      -   0.99996192  x   1.00045280  =   1.00041470
 FB4041!UTM  16      -   0.99996192  x   1.00055300  =   1.00051490
 FB4041
 FB4041:                Primary Azimuth Mark                     Grid Az
 FB4041:SPC TN       -  GPS 0033                                 221 06 06.2
 FB4041:UTM  17      -  GPS 0033                                 224 02 05.6
 FB4041:UTM  16      -  GPS 0033                                 220 30 35.4
 FB4041
 FB4041|---------------------------------------------------------------------|
 FB4041| PID    Reference Object                     Distance      Geod. Az  |
 FB4041|                                                           dddmmss.s |
 FB4041| FB4040 GPS 0033                            APPROX. 1.1 KM 2221916.8 |
 FB4041|---------------------------------------------------------------------|
 FB4041
 FB4041                          SUPERSEDED SURVEY CONTROL
 FB4041
 FB4041  NAD 83(1995)-  35 57 17.74326(N)    083 55 00.26581(W) AD(       ) 1
 FB4041  ELLIP H (05/28/93)  242.57   (m)                       GP(       ) 4 2
 FB4041  NGVD 29 (05/28/93)  273.5    (m)          897.     (f) GPS OBS        
 FB4041
 FB4041.Superseded values are not recommended for survey control.
 FB4041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4041.See file dsdata.txt to determine how the superseded data were derived.
 FB4041
 FB4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3693682883(NAD 83)
 FB4041_MARKER: DD = SURVEY DISK
 FB4041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4041_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4041+STABILITY: SURFACE MOTION
 FB4041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4041+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4041
 FB4041  HISTORY     - Date     Condition        Report By
 FB4041  HISTORY     - 1988     MONUMENTED       AEROS
 FB4041
 FB4041                          STATION DESCRIPTION
 FB4041
 FB4041'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4041'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI)
 FB4041'SOUTH OF DOWNTOWN KNOXVILLE,
 FB4041'1.9 KM (1.2 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATES 40 AND
 FB4041'275,
 FB4041'1.8 KM (1.1 MI) NORTH-NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4041'(CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE).
 FB4041'OWNERSHIP--CITY OF KNOXVILLE.
 FB4041'
 FB4041'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4041'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4041'SOUTHEAST FOR 1.3 KM (0.8 MI) ON U.S. HIGHWAY 441 TO THE STATION ON
 FB4041'THE LEFT NEAR THE SOUTHEAST END OF THE HENLEY STREET BRIDGE, AND IN
 FB4041'A SIDEWALK.
 FB4041'
 FB4041'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4041'STAMPED---GPS 0034 1988---,
 FB4041'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4041'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4041'1.3 METERS (4.3 FT) NORTHEAST FROM THE FACE OF A CURB,
 FB4041'3.2 METERS (10.6 FT) SOUTHEAST FROM THE CENTER OF THE SOUTHEAST END
 FB4041'OF THE WALL ON THE HENLEY STREET BRIDGE, AND
 FB4041'8.2 METERS (27.0 FT) EAST FROM THE CENTERLINE OF HENLEY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3690 ***********************************************************************
 GA3690  DESIGNATION -  GPS 0035
 GA3690  PID         -  GA3690
 GA3690  STATE/COUNTY-  TN/KNOX
 GA3690  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3690
 GA3690                         *CURRENT SURVEY CONTROL
 GA3690  ___________________________________________________________________
 GA3690* NAD 83(1995)-  36 00 06.23056(N)    083 54 44.32108(W)     ADJUSTED  
 GA3690* NAVD 88     -       320.9    (meters)    1053.     (feet)  VERTCON   
 GA3690  ___________________________________________________________________
 GA3690  X           -     547,869.214 (meters)                     COMP
 GA3690  Y           -  -5,136,987.591 (meters)                     COMP
 GA3690  Z           -   3,728,517.577 (meters)                     COMP
 GA3690  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 GA3690  ELLIP HEIGHT-         290.13  (meters)          (04/12/99) GPS OBS
 GA3690  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3690
 GA3690  HORZ ORDER  -  FIRST
 GA3690  ELLP ORDER  -  FOURTH    CLASS I
 GA3690
 GA3690.The horizontal coordinates were established by GPS observations
 GA3690.and adjusted by the National Geodetic Survey in April 1999..
 GA3690
 GA3690.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3690
 GA3690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3690
 GA3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3690
 GA3690.The ellipsoidal height was determined by GPS observations
 GA3690.and is referenced to NAD 83.
 GA3690
 GA3690.The geoid height was determined by GEOID03.
 GA3690
 GA3690;                    North         East     Units Scale Factor Converg.
 GA3690;SPC TN       -   187,114.929   788,206.405   MT  0.99995267   +1 13 20.0
 GA3690;SPC TN       -   613,892.90  2,585,973.85   sFT  0.99995267   +1 13 20.0
 GA3690;UTM  17      - 3,988,064.011   237,490.814   MT  1.00044920   -1 42 46.3
 GA3690
 GA3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3690!SPC TN       -   0.99995447  x   0.99995267  =   0.99990714
 GA3690!UTM  17      -   0.99995447  x   1.00044920  =   1.00040365
 GA3690
 GA3690                          SUPERSEDED SURVEY CONTROL
 GA3690
 GA3690  NAD 83(1995)-  36 00 06.23208(N)    083 54 44.32734(W) AD(       ) 1
 GA3690  NAD 83(1995)-  36 00 06.23210(N)    083 54 44.32734(W) AD(       ) 1
 GA3690  NAD 83(1995)-  36 00 06.23177(N)    083 54 44.32737(W) AD(       ) 1
 GA3690  ELLIP H (05/28/93)  290.07   (m)                       GP(       ) 4 2
 GA3690  NGVD 29 (05/28/93)  321.1    (m)         1053.     (f) GPS OBS        
 GA3690
 GA3690.Superseded values are not recommended for survey control.
 GA3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3690.See file dsdata.txt to determine how the superseded data were derived.
 GA3690
 GA3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3749188064(NAD 83)
 GA3690_MARKER: DD = SURVEY DISK
 GA3690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3690_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3690+STABILITY: SURFACE MOTION
 GA3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3690+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3690
 GA3690  HISTORY     - Date     Condition        Report By
 GA3690  HISTORY     - 1988     MONUMENTED       AEROS
 GA3690
 GA3690                          STATION DESCRIPTION
 GA3690
 GA3690'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3690'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 GA3690'NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA3690'4.0 KM (2.5 MI) EAST OF THE JUNCTION OF INTERSTATES 640, 75, AND
 GA3690'275,
 GA3690'1.1 KM (0.7 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 GA3690'(BROADWAY) AND WASHINGTON PIKE.
 GA3690'OWNERSHIP--CITY OF KNOXVILLE.
 GA3690'
 GA3690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 GA3690'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO NORTHERLY FOR 3.6
 GA3690'KM (2.2 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY STREET BECOMES
 GA3690'BROADWAY AT THE SOUTH END OF THE BROADWAY VIADUCT, NEAR JACKSON
 GA3690'AVENUE) TO THE INTERSECTION OF WASHINGTON PIKE. TURN RIGHT AND GO
 GA3690'NORTHEAST FOR 1.1 KM (0.7 MI) ON WASHINGTON PIKE TO THE
 GA3690'INTERSECTION OF WHITTLE SPRINGS ROAD AND THE STATION ON THE LEFT IN
 GA3690'A SIDEWALK, IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 GA3690'
 GA3690'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3690'STAMPED---GPS 0035 1988---,
 GA3690'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3690'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3690'6.2 METERS (20.3 FT) NORTH FROM THE CENTERLINE OF WASHINGTON PIKE,
 GA3690'2.1 METERS (6.9 FT) NORTHWEST FROM THE CENTERLINE OF A BELL
 GA3690'TELEPHONE MANHOLE COVER,
 GA3690'1.8 METERS (5.9 FT) NORTHWEST FROM A FIRE HYDRANT NUMBERED 8, AND
 GA3690'3.9 METERS (12.8 FT) SOUTHWEST FROM A POWER POLE WITH AN
 GA3690'UNDERGROUND TELEPHONE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4042 ***********************************************************************
 FB4042  DESIGNATION -  GPS 0036
 FB4042  PID         -  FB4042
 FB4042  STATE/COUNTY-  TN/KNOX
 FB4042  USGS QUAD   -  KNOXVILLE (1978)
 FB4042
 FB4042                         *CURRENT SURVEY CONTROL
 FB4042  ___________________________________________________________________
 FB4042* NAD 83(1995)-  35 56 03.29297(N)    083 54 20.63410(W)     ADJUSTED  
 FB4042* NAVD 88     -       273.4    (meters)     897.     (feet)  VERTCON   
 FB4042  ___________________________________________________________________
 FB4042  X           -     548,921.962 (meters)                     COMP
 FB4042  Y           -  -5,141,259.575 (meters)                     COMP
 FB4042  Z           -   3,722,429.247 (meters)                     COMP
 FB4042  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FB4042  ELLIP HEIGHT-         242.65  (meters)          (04/12/99) GPS OBS
 FB4042  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB4042
 FB4042  HORZ ORDER  -  FIRST
 FB4042  ELLP ORDER  -  FOURTH    CLASS I
 FB4042
 FB4042.The horizontal coordinates were established by GPS observations
 FB4042.and adjusted by the National Geodetic Survey in April 1999..
 FB4042
 FB4042.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4042
 FB4042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4042
 FB4042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4042
 FB4042.The ellipsoidal height was determined by GPS observations
 FB4042.and is referenced to NAD 83.
 FB4042
 FB4042.The geoid height was determined by GEOID03.
 FB4042
 FB4042;                    North         East     Units Scale Factor Converg.
 FB4042;SPC TN       -   179,641.913   788,959.691   MT  0.99994992   +1 13 33.8
 FB4042;SPC TN       -   589,375.18  2,588,445.25   sFT  0.99994992   +1 13 33.8
 FB4042;UTM  17      - 3,980,558.508   237,860.826   MT  1.00044682   -1 42 22.4
 FB4042
 FB4042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4042!SPC TN       -   0.99996192  x   0.99994992  =   0.99991184
 FB4042!UTM  17      -   0.99996192  x   1.00044682  =   1.00040872
 FB4042
 FB4042:                Primary Azimuth Mark                     Grid Az
 FB4042:SPC TN       -  GPS 0037                                 063 44 57.7
 FB4042:UTM  17      -  GPS 0037                                 066 40 53.9
 FB4042
 FB4042|---------------------------------------------------------------------|
 FB4042| PID    Reference Object                     Distance      Geod. Az  |
 FB4042|                                                           dddmmss.s |
 FB4042| FB4043 GPS 0037                            APPROX. 1.2 KM 0645831.5 |
 FB4042|---------------------------------------------------------------------|
 FB4042
 FB4042                          SUPERSEDED SURVEY CONTROL
 FB4042
 FB4042  NAD 83(1995)-  35 56 03.29397(N)    083 54 20.64056(W) AD(       ) 1
 FB4042  ELLIP H (05/28/93)  242.60   (m)                       GP(       ) 4 2
 FB4042  NGVD 29 (05/28/93)  273.5    (m)          897.     (f) GPS OBS        
 FB4042
 FB4042.Superseded values are not recommended for survey control.
 FB4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4042.See file dsdata.txt to determine how the superseded data were derived.
 FB4042
 FB4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3786180559(NAD 83)
 FB4042_MARKER: DD = SURVEY DISK
 FB4042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4042_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4042+STABILITY: SURFACE MOTION
 FB4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4042+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4042
 FB4042  HISTORY     - Date     Condition        Report By
 FB4042  HISTORY     - 1988     MONUMENTED       AEROS
 FB4042
 FB4042                          STATION DESCRIPTION
 FB4042
 FB4042'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4042'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 FB4042'SOUTH OF DOWNTOWN KNOXVILLE,
 FB4042'1.0 KM (0.6 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4042'(CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE),
 FB4042'0.8 KM (0.5 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 33 AND MARTIN
 FB4042'MILL PIKE.
 FB4042'OWNERSHIP--CITY OF KNOXVILLE.
 FB4042'
 FB4042'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4042'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4042'SOUTHEAST FOR 3.6 KM (2.2 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4042'STREET BECOMES CHAPMAN HIGHWAY AT THE SOUTH END OF THE HENLEY
 FB4042'STREET BRIDGE) TO THE INTERSECTION OF YOUNG HIGH PIKE AND THE
 FB4042'STATION ON THE RIGHT, IN FRONT OF BUDDYS BARBEQUE 4401 CHAPMAN
 FB4042'HIGHWAY.
 FB4042'
 FB4042'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4042'STAMPED---GPS 0036 1988---,
 FB4042'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4042'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4042'0.6 METERS (2.2 FT) SOUTHWEST FROM THE FACE OF A CURB,
 FB4042'14.3 METERS (47.0 FT) EAST FROM A POWER POLE NUMBERED 4401, AND
 FB4042'17.4 METERS (57.0 FT) NORTH FROM THE SIGN SUPPORT FOR BUDDYS
 FB4042'BARBEQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4043 ***********************************************************************
 FB4043  DESIGNATION -  GPS 0037
 FB4043  PID         -  FB4043
 FB4043  STATE/COUNTY-  TN/KNOX
 FB4043  USGS QUAD   -  KNOXVILLE (1978)
 FB4043
 FB4043                         *CURRENT SURVEY CONTROL
 FB4043  ___________________________________________________________________
 FB4043* NAD 83(1995)-  35 56 20.22886(N)    083 53 36.01710(W)     ADJUSTED  
 FB4043* NAVD 88     -       275.6    (meters)     904.     (feet)  VERTCON   
 FB4043  ___________________________________________________________________
 FB4043  X           -     550,001.650 (meters)                     COMP
 FB4043  Y           -  -5,140,837.864 (meters)                     COMP
 FB4043  Z           -   3,722,853.193 (meters)                     COMP
 FB4043  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FB4043  ELLIP HEIGHT-         244.85  (meters)          (04/12/99) GPS OBS
 FB4043  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB4043
 FB4043  HORZ ORDER  -  FIRST
 FB4043  ELLP ORDER  -  FOURTH    CLASS I
 FB4043
 FB4043.The horizontal coordinates were established by GPS observations
 FB4043.and adjusted by the National Geodetic Survey in April 1999..
 FB4043
 FB4043.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4043
 FB4043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4043
 FB4043.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4043
 FB4043.The ellipsoidal height was determined by GPS observations
 FB4043.and is referenced to NAD 83.
 FB4043
 FB4043.The geoid height was determined by GEOID03.
 FB4043
 FB4043;                    North         East     Units Scale Factor Converg.
 FB4043;SPC TN       -   180,187.757   790,066.523   MT  0.99995007   +1 13 60.0
 FB4043;SPC TN       -   591,166.00  2,592,076.58   sFT  0.99995007   +1 13 60.0
 FB4043;UTM  17      - 3,981,047.256   238,994.692   MT  1.00043951   -1 41 56.9
 FB4043
 FB4043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4043!SPC TN       -   0.99996157  x   0.99995007  =   0.99991164
 FB4043!UTM  17      -   0.99996157  x   1.00043951  =   1.00040107
 FB4043
 FB4043:                Primary Azimuth Mark                     Grid Az
 FB4043:SPC TN       -  GPS 0036                                 243 44 57.7
 FB4043:UTM  17      -  GPS 0036                                 246 40 54.6
 FB4043
 FB4043|---------------------------------------------------------------------|
 FB4043| PID    Reference Object                     Distance      Geod. Az  |
 FB4043|                                                           dddmmss.s |
 FB4043| FB4042 GPS 0036                            APPROX. 1.2 KM 2445857.7 |
 FB4043|---------------------------------------------------------------------|
 FB4043
 FB4043                          SUPERSEDED SURVEY CONTROL
 FB4043
 FB4043  NAD 83(1995)-  35 56 20.22987(N)    083 53 36.02356(W) AD(       ) 1
 FB4043  ELLIP H (05/28/93)  244.81   (m)                       GP(       ) 4 2
 FB4043  NGVD 29 (05/28/93)  275.7    (m)          905.     (f) GPS OBS        
 FB4043
 FB4043.Superseded values are not recommended for survey control.
 FB4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4043.See file dsdata.txt to determine how the superseded data were derived.
 FB4043
 FB4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3899581047(NAD 83)
 FB4043_MARKER: DD = SURVEY DISK
 FB4043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4043_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4043+STABILITY: SURFACE MOTION
 FB4043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4043+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4043
 FB4043  HISTORY     - Date     Condition        Report By
 FB4043  HISTORY     - 1988     MONUMENTED       AEROS
 FB4043
 FB4043                          STATION DESCRIPTION
 FB4043
 FB4043'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4043'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 FB4043'SOUTHEAST OF DOWNTOWN KNOXVILLE,
 FB4043'1.5 KM (0.9 MI) EAST-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4043'(CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE),
 FB4043'0.8 KM (0.5 MI) SOUTHWEST OF THE JUNCTION OF SEVIERVILLE PIKE AND
 FB4043'SOUTH HAVEN ROAD.
 FB4043'OWNERSHIP--CITY OF KNOXVILLE.
 FB4043'
 FB4043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4043'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4043'SOUTHEAST FOR 3.6 KM (2.2 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4043'STREET BECOMES CHAPMAN HIGHWAY AT THE SOUTH END OF THE HENLEY
 FB4043'STREET BRIDGE) TO THE INTERSECTION OF YOUNG HIGH PIKE.
 FB4043'TURN LEFT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON TO THE
 FB4043'INTERSECTION OF WOODLAWN PIKE.
 FB4043'TURN RIGHT AND GO SOUTH FOR 0.13 KM (0.08 MI) ON WOODLAWN PIKE TO
 FB4043'THE INTERSECTION OF TAYLOR ROAD.  TURN LEFT AND GO SOUTHEAST AND
 FB4043'THEN NORTHEASTERLY FOR 0.8 KM (0.5 MI) ON TAYLOR ROAD TO THE
 FB4043'STATION ON THE LEFT IN THE GRASS BEHIND A SIDEWALK, AND JUST WEST
 FB4043'OF THE PAVED ENTRANCE TO YOUNG HIGH SCHOOL.
 FB4043'
 FB4043'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4043'STAMPED---GPS 0037 1988---,
 FB4043'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4043'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4043'0.3 METERS (1.1 FT) NORTH FROM THE BACK OF A SIDEWALK,
 FB4043'6.4 METERS (21.0 FT) NORTH FROM THE CENTERLINE OF TAYLOR ROAD,
 FB4043'7.0 METERS (23.0 FT) NORTHWEST FROM A GAS VALVE IN THE STREET, AND
 FB4043'18.7 METERS (61.5 FT) EAST FROM A CHAIN LINK FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4044 ***********************************************************************
 FB4044  DESIGNATION -  GPS 0038
 FB4044  PID         -  FB4044
 FB4044  STATE/COUNTY-  TN/KNOX
 FB4044  USGS QUAD   -  KNOXVILLE (1978)
 FB4044
 FB4044                         *CURRENT SURVEY CONTROL
 FB4044  ___________________________________________________________________
 FB4044* NAD 83(1995)-  35 55 16.30355(N)    083 52 41.98658(W)     ADJUSTED  
 FB4044* NAVD 88     -       289.3    (meters)     949.     (feet)  VERTCON   
 FB4044  ___________________________________________________________________
 FB4044  X           -     551,472.741 (meters)                     COMP
 FB4044  Y           -  -5,141,854.262 (meters)                     COMP
 FB4044  Z           -   3,721,265.774 (meters)                     COMP
 FB4044  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FB4044  ELLIP HEIGHT-         258.56  (meters)          (04/12/99) GPS OBS
 FB4044  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB4044
 FB4044  HORZ ORDER  -  FIRST
 FB4044  ELLP ORDER  -  FOURTH    CLASS I
 FB4044
 FB4044.The horizontal coordinates were established by GPS observations
 FB4044.and adjusted by the National Geodetic Survey in April 1999..
 FB4044
 FB4044.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4044
 FB4044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4044
 FB4044.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4044
 FB4044.The ellipsoidal height was determined by GPS observations
 FB4044.and is referenced to NAD 83.
 FB4044
 FB4044.The geoid height was determined by GEOID03.
 FB4044
 FB4044;                    North         East     Units Scale Factor Converg.
 FB4044;SPC TN       -   178,247.291   791,463.109   MT  0.99994955   +1 14 31.6
 FB4044;SPC TN       -   584,799.65  2,596,658.55   sFT  0.99994955   +1 14 31.6
 FB4044;UTM  17      - 3,979,036.917   240,290.820   MT  1.00043119   -1 41 22.5
 FB4044
 FB4044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4044!SPC TN       -   0.99995942  x   0.99994955  =   0.99990897
 FB4044!UTM  17      -   0.99995942  x   1.00043119  =   1.00039059
 FB4044
 FB4044:                Primary Azimuth Mark                     Grid Az
 FB4044:SPC TN       -  GPS 0039                                 087 56 16.8
 FB4044:UTM  17      -  GPS 0039                                 090 52 10.9
 FB4044
 FB4044|---------------------------------------------------------------------|
 FB4044| PID    Reference Object                     Distance      Geod. Az  |
 FB4044|                                                           dddmmss.s |
 FB4044| FB4045 GPS 0039                            APPROX. 0.7 KM 0891048.4 |
 FB4044|---------------------------------------------------------------------|
 FB4044
 FB4044                          SUPERSEDED SURVEY CONTROL
 FB4044
 FB4044  NAD 83(1995)-  35 55 16.30455(N)    083 52 41.99304(W) AD(       ) 1
 FB4044  ELLIP H (05/28/93)  258.51   (m)                       GP(       ) 4 2
 FB4044  NGVD 29 (05/28/93)  289.4    (m)          949.     (f) GPS OBS        
 FB4044
 FB4044.Superseded values are not recommended for survey control.
 FB4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4044.See file dsdata.txt to determine how the superseded data were derived.
 FB4044
 FB4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4029179037(NAD 83)
 FB4044_MARKER: DD = SURVEY DISK
 FB4044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4044_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4044+STABILITY: SURFACE MOTION
 FB4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4044+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4044
 FB4044  HISTORY     - Date     Condition        Report By
 FB4044  HISTORY     - 1988     MONUMENTED       AEROS
 FB4044
 FB4044                          STATION DESCRIPTION
 FB4044
 FB4044'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4044'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI)
 FB4044'SOUTHEAST OF DOWNTOWN KNOXVILLE,
 FB4044'3.7 KM (2.3 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4044'(CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE),
 FB4044'0.9 KM (0.55 MI) WEST OF THE JUNCTION OF U.S. HIGHWAY 441 (CHAPMAN
 FB4044'HIGHWAY) AND EAST FORD VALLEY DRIVE.
 FB4044'OWNERSHIP--CITY OF KNOXVILLE.
 FB4044'
 FB4044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4044'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4044'SOUTHEAST FOR 6.8 KM (4.2 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4044'STREET BECOMES CHAPMAN HIGHWAY AT THE SOUTH END OF THE HENLEY
 FB4044'STREET BRIDGE) TO THE STATION ON THE RIGHT IN THE SOUTHEAST END OF
 FB4044'A GRASS ISLAND IN FRONT OF THE COLONIAL BUILDING AT 6019 CHAPMAN
 FB4044'HIGHWAY.
 FB4044'
 FB4044'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4044'STAMPED---GPS 0038 1988---,
 FB4044'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4044'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4044'1.4 METERS (4.7 FT) SOUTH FROM THE FACE OF A CURB ON THE STREET SIDE,
 FB4044'16.4 METERS (54.0 FT) NORTHWEST FROM A POWER POLE NUMBERED 560265A,
 FB4044'AND 6.8 METERS (22.5 FT) NORTHWEST FROM THE CENTER OF A SQUARE WATER
 FB4044'METER COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4045 ***********************************************************************
 FB4045  DESIGNATION -  GPS 0039
 FB4045  PID         -  FB4045
 FB4045  STATE/COUNTY-  TN/KNOX
 FB4045  USGS QUAD   -  SHOOKS GAP (1987)
 FB4045
 FB4045                         *CURRENT SURVEY CONTROL
 FB4045  ___________________________________________________________________
 FB4045* NAD 83(1995)-  35 55 16.64013(N)    083 52 12.98808(W)     ADJUSTED  
 FB4045* NAVD 88     -       300.3    (meters)     985.     (feet)  VERTCON   
 FB4045  ___________________________________________________________________
 FB4045  X           -     552,195.930 (meters)                     COMP
 FB4045  Y           -  -5,141,779.542 (meters)                     COMP
 FB4045  Z           -   3,721,280.669 (meters)                     COMP
 FB4045  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FB4045  ELLIP HEIGHT-         269.63  (meters)          (04/12/99) GPS OBS
 FB4045  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB4045
 FB4045  HORZ ORDER  -  FIRST
 FB4045  ELLP ORDER  -  FOURTH    CLASS I
 FB4045
 FB4045.The horizontal coordinates were established by GPS observations
 FB4045.and adjusted by the National Geodetic Survey in April 1999..
 FB4045
 FB4045.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4045
 FB4045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4045
 FB4045.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4045
 FB4045.The ellipsoidal height was determined by GPS observations
 FB4045.and is referenced to NAD 83.
 FB4045
 FB4045.The geoid height was determined by GEOID03.
 FB4045
 FB4045;                    North         East     Units Scale Factor Converg.
 FB4045;SPC TN       -   178,273.451   792,189.678   MT  0.99994956   +1 14 48.6
 FB4045;SPC TN       -   584,885.48  2,599,042.30   sFT  0.99994956   +1 14 48.6
 FB4045;UTM  17      - 3,979,025.876   241,018.125   MT  1.00042654   -1 41 05.5
 FB4045
 FB4045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4045!SPC TN       -   0.99995768  x   0.99994956  =   0.99990725
 FB4045!UTM  17      -   0.99995768  x   1.00042654  =   1.00038421
 FB4045
 FB4045:                Primary Azimuth Mark                     Grid Az
 FB4045:SPC TN       -  GPS 0038                                 267 56 16.8
 FB4045:UTM  17      -  GPS 0038                                 270 52 10.9
 FB4045
 FB4045|---------------------------------------------------------------------|
 FB4045| PID    Reference Object                     Distance      Geod. Az  |
 FB4045|                                                           dddmmss.s |
 FB4045| FB4044 GPS 0038                            APPROX. 0.7 KM 2691105.4 |
 FB4045|---------------------------------------------------------------------|
 FB4045
 FB4045                          SUPERSEDED SURVEY CONTROL
 FB4045
 FB4045  NAD 83(1995)-  35 55 16.64114(N)    083 52 12.99455(W) AD(       ) 1
 FB4045  ELLIP H (05/28/93)  269.59   (m)                       GP(       ) 4 2
 FB4045  NGVD 29 (05/28/93)  300.5    (m)          986.     (f) GPS OBS        
 FB4045
 FB4045.Superseded values are not recommended for survey control.
 FB4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4045.See file dsdata.txt to determine how the superseded data were derived.
 FB4045
 FB4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4101879026(NAD 83)
 FB4045_MARKER: DD = SURVEY DISK
 FB4045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4045_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4045+STABILITY: SURFACE MOTION
 FB4045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4045+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4045
 FB4045  HISTORY     - Date     Condition        Report By
 FB4045  HISTORY     - 1988     MONUMENTED       AEROS
 FB4045
 FB4045                          STATION DESCRIPTION
 FB4045
 FB4045'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4045'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI)
 FB4045'SOUTHEAST OF DOWNTOWN KNOXVILLE,
 FB4045'4.4 KM (2.7 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4045'(CHAPMAN HIGHWAY) AND STATE HIGHWAY 33 (MARYVILLE PIKE),
 FB4045'30 METERS (100 FT) WEST OF THE JUNCTION OF U.S. HIGHWAY 441 AND
 FB4045'EAST FORD VALLEY DRIVE.
 FB4045'OWNERSHIP--CITY OF KNOXVILLE.
 FB4045'
 FB4045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4045'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO SOUTHWEST AND
 FB4045'WEST FOR 7.4 KM (4.6 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4045'STREET BECOMES CHAPMAN HIGHWAY AT THE SOUTH END OF THE HENLEY
 FB4045'STREET BRIDGE) TO THE STATION ON THE LEFT ABOUT 30 METERS 100 FT
 FB4045'WEST OF THE INTERSECTION OF EAST FORD VALLEY DRIVE, IN THE GRASS
 FB4045'OFF THE EDGE OF THE PAVEMENT, AND NEAR THE PAVED ENTRANCE TO THE
 FB4045'DOTT BAKER REAL ESTATE AND INSURANCE AGENCY.
 FB4045'
 FB4045'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4045'STAMPED---GPS 0039 1988---,
 FB4045'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4045'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4045'11.4 METERS (37.5 FT) NORTH FROM THE CENTERLINE OF CHAPMAN HIGHWAY,
 FB4045'16.1 METERS (52.8 FT) NORTHWEST FROM A BELL TELEPHONE MANHOLE COVER,
 FB4045'AND 11.7 METERS (38.5 FT) SOUTHEAST FROM THE SUPPORT POLE FOR A
 FB4045'SAFECO INSURANCE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3691 ***********************************************************************
 GA3691  DESIGNATION -  GPS 0040
 GA3691  PID         -  GA3691
 GA3691  STATE/COUNTY-  TN/KNOX
 GA3691  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3691
 GA3691                         *CURRENT SURVEY CONTROL
 GA3691  ___________________________________________________________________
 GA3691* NAD 83(1995)-  36 01 47.36196(N)    083 52 48.09710(W)     ADJUSTED  
 GA3691* NAVD 88     -       315.1    (meters)    1034.     (feet)  VERTCON   
 GA3691  ___________________________________________________________________
 GA3691  X           -     550,567.746 (meters)                     COMP
 GA3691  Y           -  -5,134,850.854 (meters)                     COMP
 GA3691  Z           -   3,731,035.507 (meters)                     COMP
 GA3691  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GA3691  ELLIP HEIGHT-         284.27  (meters)          (04/12/99) GPS OBS
 GA3691  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3691
 GA3691  HORZ ORDER  -  FIRST
 GA3691  ELLP ORDER  -  FOURTH    CLASS I
 GA3691
 GA3691.The horizontal coordinates were established by GPS observations
 GA3691.and adjusted by the National Geodetic Survey in April 1999..
 GA3691
 GA3691.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3691
 GA3691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3691
 GA3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3691
 GA3691.The ellipsoidal height was determined by GPS observations
 GA3691.and is referenced to NAD 83.
 GA3691
 GA3691.The geoid height was determined by GEOID03.
 GA3691
 GA3691;                    North         East     Units Scale Factor Converg.
 GA3691;SPC TN       -   190,293.692   791,048.903   MT  0.99995422   +1 14 28.0
 GA3691;SPC TN       -   624,321.89  2,595,299.61   sFT  0.99995422   +1 14 28.0
 GA3691;UTM  17      - 3,991,094.501   240,493.836   MT  1.00042987   -1 41 42.0
 GA3691
 GA3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3691!SPC TN       -   0.99995539  x   0.99995422  =   0.99990961
 GA3691!UTM  17      -   0.99995539  x   1.00042987  =   1.00038524
 GA3691
 GA3691:                Primary Azimuth Mark                     Grid Az
 GA3691:SPC TN       -  GPS 0041                                 094 43 24.9
 GA3691:UTM  17      -  GPS 0041                                 097 39 34.9
 GA3691
 GA3691|---------------------------------------------------------------------|
 GA3691| PID    Reference Object                     Distance      Geod. Az  |
 GA3691|                                                           dddmmss.s |
 GA3691| GA3692 GPS 0041                            APPROX. 1.4 KM 0955752.9 |
 GA3691|---------------------------------------------------------------------|
 GA3691
 GA3691                          SUPERSEDED SURVEY CONTROL
 GA3691
 GA3691  NAD 83(1995)-  36 01 47.36477(N)    083 52 48.10319(W) AD(       ) 1
 GA3691  NAD 83(1995)-  36 01 47.36475(N)    083 52 48.10322(W) AD(       ) 1
 GA3691  NAD 83(1995)-  36 01 47.36313(N)    083 52 48.10336(W) AD(       ) 1
 GA3691  ELLIP H (05/28/93)  284.20   (m)                       GP(       ) 4 2
 GA3691  NGVD 29 (05/28/93)  315.2    (m)         1034.     (f) GPS OBS        
 GA3691
 GA3691.Superseded values are not recommended for survey control.
 GA3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3691.See file dsdata.txt to determine how the superseded data were derived.
 GA3691
 GA3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4049491095(NAD 83)
 GA3691_MARKER: DD = SURVEY DISK
 GA3691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3691_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3691+STABILITY: SURFACE MOTION
 GA3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3691+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3691
 GA3691  HISTORY     - Date     Condition        Report By
 GA3691  HISTORY     - 1988     MONUMENTED       AEROS
 GA3691
 GA3691                          STATION DESCRIPTION
 GA3691
 GA3691'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3691'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI)
 GA3691'NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA3691'2.6 KM (1.6 MI) NORTH-NORTHWEST OF THE JUNCTION OF INTERSTATE 40
 GA3691'AND U.S. HIGHWAY 11W (EXIT 392),
 GA3691'1.8 KM (1.1 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF WASHINGTON PIKE
 GA3691'AND MILL ROAD.
 GA3691'OWNERSHIP--CITY OF KNOXVILLE.
 GA3691'
 GA3691'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3691'HIGHWAY 441 (BROADWAY), GO NORTHEAST FOR 3.2 KM (2.0 MI) ON
 GA3691'INTERSTATE 640 TO THE WASHINGTON PIKE EXIT.  AT THE END OF THE EXIT
 GA3691'CONTINUE STRAIGHT AHEAD THROUGH A TRAFFIC LIGHT AND GO
 GA3691'EAST-SOUTHEAST FOR 0.6 KM (0.4 MI) ON MALL ROAD SOUTH TO THE
 GA3691'STATION ON THE RIGHT AT THE PROJECTION OF EAST TOWNE ROAD WEST.
 GA3691'
 GA3691'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3691'STAMPED---GPS 0040 1988---,
 GA3691'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3691'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3691'7.2 METERS (23.6 FT) WEST FROM THE CENTERLINE OF MALL ROAD SOUTH,
 GA3691'15.1 METERS (49.7 FT) WEST FROM THE WEST END OF THE CONCRETE LANE
 GA3691'DIVIDER IN EAST TOWNE ROAD WEST, AND
 GA3691'4.7 METERS (15.5 FT) NORTH FROM THE EXTENED CENTERLINE OF EAST
 GA3691'TOWNE ROAD EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3692 ***********************************************************************
 GA3692  DESIGNATION -  GPS 0041
 GA3692  PID         -  GA3692
 GA3692  STATE/COUNTY-  TN/KNOX
 GA3692  USGS QUAD   -  JOHN SEVIER (1992)
 GA3692
 GA3692                         *CURRENT SURVEY CONTROL
 GA3692  ___________________________________________________________________
 GA3692* NAD 83(1995)-  36 01 42.74106(N)    083 51 53.69013(W)     ADJUSTED  
 GA3692* NAVD 88     -       296.2    (meters)     972.     (feet)  VERTCON   
 GA3692  ___________________________________________________________________
 GA3692  X           -     551,929.477 (meters)                     COMP
 GA3692  Y           -  -5,134,773.528 (meters)                     COMP
 GA3692  Z           -   3,730,909.185 (meters)                     COMP
 GA3692  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GA3692  ELLIP HEIGHT-         265.34  (meters)          (04/12/99) GPS OBS
 GA3692  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA3692
 GA3692  HORZ ORDER  -  FIRST
 GA3692  ELLP ORDER  -  FOURTH    CLASS I
 GA3692
 GA3692.The horizontal coordinates were established by GPS observations
 GA3692.and adjusted by the National Geodetic Survey in April 1999..
 GA3692
 GA3692.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3692
 GA3692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3692
 GA3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3692
 GA3692.The ellipsoidal height was determined by GPS observations
 GA3692.and is referenced to NAD 83.
 GA3692
 GA3692.The geoid height was determined by GEOID03.
 GA3692
 GA3692;                    North         East     Units Scale Factor Converg.
 GA3692;SPC TN       -   190,180.914   792,413.761   MT  0.99995414   +1 14 59.9
 GA3692;SPC TN       -   623,951.88  2,599,777.48   sFT  0.99995414   +1 14 59.9
 GA3692;UTM  17      - 3,990,911.875   241,851.765   MT  1.00042121   -1 41 09.7
 GA3692
 GA3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3692!SPC TN       -   0.99995836  x   0.99995414  =   0.99991250
 GA3692!UTM  17      -   0.99995836  x   1.00042121  =   1.00037955
 GA3692
 GA3692:                Primary Azimuth Mark                     Grid Az
 GA3692:SPC TN       -  GPS 0040                                 274 43 25.0
 GA3692:UTM  17      -  GPS 0040                                 277 39 34.6
 GA3692
 GA3692|---------------------------------------------------------------------|
 GA3692| PID    Reference Object                     Distance      Geod. Az  |
 GA3692|                                                           dddmmss.s |
 GA3692| GA3691 GPS 0040                            APPROX. 1.4 KM 2755824.9 |
 GA3692|---------------------------------------------------------------------|
 GA3692
 GA3692                          SUPERSEDED SURVEY CONTROL
 GA3692
 GA3692  NAD 83(1995)-  36 01 42.74429(N)    083 51 53.69605(W) AD(       ) 1
 GA3692  NAD 83(1995)-  36 01 42.74426(N)    083 51 53.69608(W) AD(       ) 1
 GA3692  NAD 83(1995)-  36 01 42.74214(N)    083 51 53.69650(W) AD(       ) 1
 GA3692  ELLIP H (05/28/93)  265.26   (m)                       GP(       ) 4 2
 GA3692  NGVD 29 (05/28/93)  296.3    (m)          972.     (f) GPS OBS        
 GA3692
 GA3692.Superseded values are not recommended for survey control.
 GA3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3692.See file dsdata.txt to determine how the superseded data were derived.
 GA3692
 GA3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4185290912(NAD 83)
 GA3692_MARKER: DD = SURVEY DISK
 GA3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3692_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3692+STABILITY: SURFACE MOTION
 GA3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3692+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3692
 GA3692  HISTORY     - Date     Condition        Report By
 GA3692  HISTORY     - 1988     MONUMENTED       AEROS
 GA3692
 GA3692                          STATION DESCRIPTION
 GA3692
 GA3692'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3692'THE STATION IS LOCATED ABOUT 8.6 KM (5.3 MI)
 GA3692'NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA3692'1.8 KM (1.1 MI) NORTH-NORTHWEST OF THE JUNCTION OF INTERSTATES 40
 GA3692'AND 640 (EXIT 393),
 GA3692'0.7 KM (0.45 MI) EAST-SOUTHEAST OF THE OVERPASS JUNCTION OF
 GA3692'INTERSTATE 640 AND MILLERTOWN PIKE.
 GA3692'OWNERSHIP--CITY OF KNOXVILLE.
 GA3692'
 GA3692'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 640 AND U.S.
 GA3692'HIGHWAY 441 (BROADWAY), GO NORTHEAST FOR 3.2 KM (2.0 MI) ON
 GA3692'INTERSTATE 640 TO THE WASHINGTON PIKE EXIT.  AT THE END OF THE EXIT
 GA3692'CONTINUE STRAIGHT AHEAD THROUGH A TRAFFIC LIGHT AND GO
 GA3692'EAST-SOUTHEAST FOR 1.3 KM (0.8 MI) ON MALL ROAD SOUTH TO THE
 GA3692'INTERSECTION OF MILLERTOWN PIKE.
 GA3692'TURN LEFT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON MILLERTOWN PIKE
 GA3692'TO THE INTERSECTION OF LOVES CREEK ROAD AT A TRAFFIC LIGHT.
 GA3692'TURN RIGHT AND GO SOUTHEAST FOR 1.1 KM (0.7 MI) ON LOVES CREEK ROAD
 GA3692'TO THE INTERSECTION OF BUFFAT MILL ROAD.
 GA3692'TURN RIGHT AND GO WEST-SOUTHWEST FOR 0.24 KM (0.15 MI) ON BUFFAT
 GA3692'MILL ROAD TO THE STATION AT THE NORTHEAST END OF A BRIDGE, AND AT
 GA3692'THE EDGE OF THE PAVEMENT.
 GA3692'
 GA3692'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3692'STAMPED---GPS 0041 1988---,
 GA3692'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3692'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3692'6.8 METERS (22.4 FT) NORTH FROM THE CENTERLINE OF BUFFAT MILL ROAD,
 GA3692'3.4 METERS (11.2 FT) EAST FROM THE NORTHEAST END OF A CONCRETE
 GA3692'RETAINER WALL ON THE NORTH SIDE OF THE SQUIRE ALFRED BUFFAT BRIDGE,
 GA3692'AND 0.5 METERS (1.6 FT) SOUTH FROM THE FACE OF A GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3693 ***********************************************************************
 GA3693  DESIGNATION -  GPS 0042
 GA3693  PID         -  GA3693
 GA3693  STATE/COUNTY-  TN/KNOX
 GA3693  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3693
 GA3693                         *CURRENT SURVEY CONTROL
 GA3693  ___________________________________________________________________
 GA3693* NAD 83(1995)-  36 00 43.79865(N)    083 53 35.99617(W)     ADJUSTED  
 GA3693* NAVD 88     -       346.1    (meters)    1135.     (feet)  VERTCON   
 GA3693  ___________________________________________________________________
 GA3693  X           -     549,500.555 (meters)                     COMP
 GA3693  Y           -  -5,136,149.221 (meters)                     COMP
 GA3693  Z           -   3,729,469.145 (meters)                     COMP
 GA3693  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GA3693  ELLIP HEIGHT-         315.35  (meters)          (04/12/99) GPS OBS
 GA3693  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3693
 GA3693  HORZ ORDER  -  FIRST
 GA3693  ELLP ORDER  -  FOURTH    CLASS I
 GA3693
 GA3693.The horizontal coordinates were established by GPS observations
 GA3693.and adjusted by the National Geodetic Survey in April 1999..
 GA3693
 GA3693.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3693
 GA3693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3693
 GA3693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3693
 GA3693.The ellipsoidal height was determined by GPS observations
 GA3693.and is referenced to NAD 83.
 GA3693
 GA3693.The geoid height was determined by GEOID03.
 GA3693
 GA3693;                    North         East     Units Scale Factor Converg.
 GA3693;SPC TN       -   188,309.193   789,892.202   MT  0.99995322   +1 13 60.0
 GA3693;SPC TN       -   617,811.08  2,591,504.67   sFT  0.99995322   +1 13 60.0
 GA3693;UTM  17      - 3,989,170.925   239,236.409   MT  1.00043794   -1 42 07.6
 GA3693
 GA3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3693!SPC TN       -   0.99995051  x   0.99995322  =   0.99990373
 GA3693!UTM  17      -   0.99995051  x   1.00043794  =   1.00038843
 GA3693
 GA3693                          SUPERSEDED SURVEY CONTROL
 GA3693
 GA3693  NAD 83(1995)-  36 00 43.80045(N)    083 53 36.00239(W) AD(       ) 1
 GA3693  NAD 83(1995)-  36 00 43.80048(N)    083 53 36.00238(W) AD(       ) 1
 GA3693  NAD 83(1995)-  36 00 43.79990(N)    083 53 36.00243(W) AD(       ) 1
 GA3693  ELLIP H (05/28/93)  315.28   (m)                       GP(       ) 4 2
 GA3693  NGVD 29 (05/28/93)  346.3    (m)         1136.     (f) GPS OBS        
 GA3693
 GA3693.Superseded values are not recommended for survey control.
 GA3693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3693.See file dsdata.txt to determine how the superseded data were derived.
 GA3693
 GA3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3923689171(NAD 83)
 GA3693_MARKER: DD = SURVEY DISK
 GA3693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3693_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GA3693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3693+STABILITY: SURFACE MOTION
 GA3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3693+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3693
 GA3693  HISTORY     - Date     Condition        Report By
 GA3693  HISTORY     - 1988     MONUMENTED       AEROS
 GA3693
 GA3693                          STATION DESCRIPTION
 GA3693
 GA3693'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3693'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 GA3693'NORTHEAST OF DOWNTOWN KNOXVILLE,
 GA3693'2.2 KM (1.35 MI) WEST-NORTHWEST OF THE JUNCTION OF INTERSTATE 40
 GA3693'AND U.S. HIGHWAY 11W (EXIT 392),
 GA3693'2.5 KM (1.55 MI) EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE 640
 GA3693'AND U.S. HIGHWAY 441 (BROADWAY).
 GA3693'OWNERSHIP--CITY OF KNOXVILLE.
 GA3693'
 GA3693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 GA3693'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO NORTHERLY FOR 3.6
 GA3693'KM (2.2 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY STREET BECOMES
 GA3693'BROADWAY AT THE SOUTH END OF THE BROADWAY VIADUCT, NEAR JACKSON
 GA3693'AVENUE) TO THE INTERSECTION OF WASHINGTON PIKE. TURN RIGHT AND GO
 GA3693'NORTHEAST FOR 1.1 KM (0.7 MI) ON WASHINGTON PIKE TO THE
 GA3693'INTERSECTION OF WHITTLE SPRINGS ROAD.
 GA3693'TURN RIGHT AND GO SOUTHEAST FOR 0.11 KM (0.07 MI) ON WHITTLE
 GA3693'SPRINGS ROAD TO THE INTERSECTION OF BUFFAT MILL ROAD.
 GA3693'TURN LEFT AND GO NORTHEAST FOR 2.1 KM (1.3 MI) ON BUFFAT MILL ROAD
 GA3693'TO THE INTERSECTION OF PROSSER ROAD AND THE STATION IN THE GRASS ON
 GA3693'THE LEFT, ABOUT 36 METERS (85 FT) NORTHEAST OF THE CENTERLINE
 GA3693'EXTENSION OF PROSSER ROAD, AND OPPOSITE THE HOUSE AT 3500 BUFFAT
 GA3693'MILL ROAD.
 GA3693'
 GA3693'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 GA3693'STAMPED---GPS 0042 1988---,
 GA3693'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3693'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3693'16.0 METERS (52.6 FT) NORTH FROM THE CENTERLINE OF BUFFAT MILL ROAD,
 GA3693'13.4 METERS (44.0 FT) SOUTHWEST FROM THE WEST END OF THE RETAINING
 GA3693'WALL AT THE ENTRANCE TO THE KUB RESERVOIR, AND
 GA3693'16.5 METERS (54.2 FT) NORTHWEST FROM A POWER POLE WITH THREE
 GA3693'TRANSFORMERS NEAR THE PAVED ENTRANCE TO THE KUB RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4046 ***********************************************************************
 FB4046  DESIGNATION -  GPS 0043
 FB4046  PID         -  FB4046
 FB4046  STATE/COUNTY-  TN/KNOX
 FB4046  USGS QUAD   -  KNOXVILLE (1978)
 FB4046
 FB4046                         *CURRENT SURVEY CONTROL
 FB4046  ___________________________________________________________________
 FB4046* NAD 83(1995)-  35 59 40.59281(N)    083 53 13.06323(W)     ADJUSTED  
 FB4046* NAVD 88     -       293.3    (meters)     962.     (feet)  VERTCON   
 FB4046  ___________________________________________________________________
 FB4046  X           -     550,189.006 (meters)                     COMP
 FB4046  Y           -  -5,137,184.346 (meters)                     COMP
 FB4046  Z           -   3,727,862.041 (meters)                     COMP
 FB4046  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FB4046  ELLIP HEIGHT-         262.56  (meters)          (04/12/99) GPS OBS
 FB4046  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB4046
 FB4046  HORZ ORDER  -  FIRST
 FB4046  ELLP ORDER  -  FOURTH    CLASS I
 FB4046
 FB4046.The horizontal coordinates were established by GPS observations
 FB4046.and adjusted by the National Geodetic Survey in April 1999..
 FB4046
 FB4046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4046
 FB4046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4046
 FB4046.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4046
 FB4046.The ellipsoidal height was determined by GPS observations
 FB4046.and is referenced to NAD 83.
 FB4046
 FB4046.The geoid height was determined by GEOID03.
 FB4046
 FB4046;                    North         East     Units Scale Factor Converg.
 FB4046;SPC TN       -   186,373.990   790,508.376   MT  0.99995231   +1 14 13.4
 FB4046;SPC TN       -   611,462.00  2,593,526.23   sFT  0.99995231   +1 14 13.4
 FB4046;UTM  17      - 3,987,205.760   239,752.934   MT  1.00043463   -1 41 51.5
 FB4046
 FB4046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4046!SPC TN       -   0.99995879  x   0.99995231  =   0.99991110
 FB4046!UTM  17      -   0.99995879  x   1.00043463  =   1.00039341
 FB4046
 FB4046                          SUPERSEDED SURVEY CONTROL
 FB4046
 FB4046  NAD 83(1995)-  35 59 40.59412(N)    083 53 13.06948(W) AD(       ) 1
 FB4046  ELLIP H (05/28/93)  262.49   (m)                       GP(       ) 4 2
 FB4046  NGVD 29 (05/28/93)  293.5    (m)          963.     (f) GPS OBS        
 FB4046
 FB4046.Superseded values are not recommended for survey control.
 FB4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4046.See file dsdata.txt to determine how the superseded data were derived.
 FB4046
 FB4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3975387206(NAD 83)
 FB4046_MARKER: DD = SURVEY DISK
 FB4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4046_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4046+STABILITY: SURFACE MOTION
 FB4046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4046+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4046
 FB4046  HISTORY     - Date     Condition        Report By
 FB4046  HISTORY     - 1988     MONUMENTED       AEROS
 FB4046
 FB4046                          STATION DESCRIPTION
 FB4046
 FB4046'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4046'THE STATION IS LOCATED ABOUT 4.4 KM (2.7 MI)
 FB4046'NORTHEAST OF DOWNTOWN KNOXVILLE,
 FB4046'1.8 KM (1.1 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATE 40 AND U.S.
 FB4046'HIGHWAY 11W (EXIT 392),
 FB4046'1.3 KM (0.8 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 40 AND
 FB4046'CHERRY STREET (EXIT 390).
 FB4046'OWNERSHIP--CITY OF KNOXVILLE.
 FB4046'
 FB4046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 FB4046'(BROADWAY) AND MAGNOLIA AVENUE, GO NORTHEAST FOR
 FB4046'4.4 KM (2.7 MI) ON MAGNOLIA AVENUE TO THE INTERSECTION OF CASTLE
 FB4046'STREET AND THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE
 FB4046'INTERSECTION, AND SET IN A SIDEWALK AT 3101 EAST MAGNOLIA AT A TACO
 FB4046'BELL RESTAURANT.
 FB4046'
 FB4046'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4046'STAMPED---GPS 0043 1988---,
 FB4046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4046'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4046'3.4 METERS (11.2 FT) NORTHWEST FROM THE FACE OF A CURB,
 FB4046'4.6 METERS (15.0 FT) WEST FROM A STREET LIGHT POLE,
 FB4046'8.8 METERS (29.0 FT) EAST FROM THE SUPPORT POLE FOR THE TACO BELL
 FB4046'SIGN, AND
 FB4046'5.5 METERS (18.0 FT) NORTH FROM THE CENTER OF THE GRATE OF A CATCH
 FB4046'BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4047 ***********************************************************************
 FB4047  DESIGNATION -  GPS 0044
 FB4047  PID         -  FB4047
 FB4047  STATE/COUNTY-  TN/KNOX
 FB4047  USGS QUAD   -  KNOXVILLE (1978)
 FB4047
 FB4047                         *CURRENT SURVEY CONTROL
 FB4047  ___________________________________________________________________
 FB4047* NAD 83(1995)-  35 58 42.68587(N)    083 52 46.39781(W)     ADJUSTED  
 FB4047* NAVD 88     -       301.7    (meters)     990.     (feet)  VERTCON   
 FB4047  ___________________________________________________________________
 FB4047  X           -     550,965.666 (meters)                     COMP
 FB4047  Y           -  -5,138,162.708 (meters)                     COMP
 FB4047  Z           -   3,726,422.713 (meters)                     COMP
 FB4047  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FB4047  ELLIP HEIGHT-         270.92  (meters)          (04/12/99) GPS OBS
 FB4047  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB4047
 FB4047  HORZ ORDER  -  FIRST
 FB4047  ELLP ORDER  -  FOURTH    CLASS I
 FB4047
 FB4047.The horizontal coordinates were established by GPS observations
 FB4047.and adjusted by the National Geodetic Survey in April 1999..
 FB4047
 FB4047.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4047
 FB4047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4047
 FB4047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4047
 FB4047.The ellipsoidal height was determined by GPS observations
 FB4047.and is referenced to NAD 83.
 FB4047
 FB4047.The geoid height was determined by GEOID03.
 FB4047
 FB4047;                    North         East     Units Scale Factor Converg.
 FB4047;SPC TN       -   184,604.138   791,214.746   MT  0.99995157   +1 14 29.0
 FB4047;SPC TN       -   605,655.41  2,595,843.71   sFT  0.99995157   +1 14 29.0
 FB4047;UTM  17      - 3,985,401.201   240,368.072   MT  1.00043069   -1 41 33.5
 FB4047
 FB4047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4047!SPC TN       -   0.99995748  x   0.99995157  =   0.99990905
 FB4047!UTM  17      -   0.99995748  x   1.00043069  =   1.00038815
 FB4047
 FB4047                          SUPERSEDED SURVEY CONTROL
 FB4047
 FB4047  NAD 83(1995)-  35 58 42.68721(N)    083 52 46.40406(W) AD(       ) 1
 FB4047  ELLIP H (05/28/93)  270.85   (m)                       GP(       ) 4 2
 FB4047  NGVD 29 (05/28/93)  301.8    (m)          990.     (f) GPS OBS        
 FB4047
 FB4047.Superseded values are not recommended for survey control.
 FB4047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4047.See file dsdata.txt to determine how the superseded data were derived.
 FB4047
 FB4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4036885401(NAD 83)
 FB4047_MARKER: DD = SURVEY DISK
 FB4047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4047_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4047+STABILITY: SURFACE MOTION
 FB4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4047+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4047
 FB4047  HISTORY     - Date     Condition        Report By
 FB4047  HISTORY     - 1988     MONUMENTED       AEROS
 FB4047
 FB4047                          STATION DESCRIPTION
 FB4047
 FB4047'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4047'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 FB4047'NORTHEAST OF DOWNTOWN KNOXVILLE,
 FB4047'2.4 KM (1.5 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE 40 AND
 FB4047'CHERRY STREET (EXIT 390),
 FB4047'1.7 KM (1.05 MI) SOUTHWEST OF THE JUNCTION OF BOYD BRIDGE PIKE AND
 FB4047'HOLSTON HILLS ROAD.
 FB4047'OWNERSHIP--CITY OF KNOXVILLE.
 FB4047'
 FB4047'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 FB4047'(BROADWAY) AND MAGNOLIA AVENUE, GO EAST FOR
 FB4047'1.9 KM (1.2 MI) ON MAGNOLIA AVENUE TO THE INTERSECTION OF BELTLAND
 FB4047'STREET ON THE RIGHT.
 FB4047'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 0.6 KM (0.4 MI) ON BELTLAND
 FB4047'STREET TO THE INTERSECTION OF VINE AVENUE.
 FB4047'TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON VINE AVENUE TO MC
 FB4047'CONNELL STREET (CHANGES TO WILDER PIKE).
 FB4047'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.0 KM (0.6 MI) ON MC CONNELL
 FB4047'STREET (WILDER PIKE) TO THE INTERSECTION OF BROOKS AVENUE ON THE
 FB4047'LEFT.
 FB4047'TURN LEFT AND GO NORTHEAST FOR 1.3 KM (0.8 MI) ON BROOKS AVENUE TO
 FB4047'THE STATION ON THE LEFT IN A GRASSY AREA BETWEEN THE EDGE OF THE
 FB4047'PAVEMENT AND A PARKING AREA, AND ACROSS FROM THE MOUNT ZION BAPTIST
 FB4047'CHURCH.
 FB4047'
 FB4047'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4047'STAMPED---GPS 0044 1988---,
 FB4047'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4047'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4047'4.8 METERS (15.7 FT) NORTH FROM THE CENTERLINE OF BROOKS ROAD,
 FB4047'5.0 METERS (16.3 FT) WEST FROM A FIRE HYDRANT, AND
 FB4047'10.1 METERS (33.3 FT) NORTHWEST FROM A POWER POLE NUMBERED 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4048 ***********************************************************************
 FB4048  DESIGNATION -  GPS 0045
 FB4048  PID         -  FB4048
 FB4048  STATE/COUNTY-  TN/KNOX
 FB4048  USGS QUAD   -  SHOOKS GAP (1987)
 FB4048
 FB4048                         *CURRENT SURVEY CONTROL
 FB4048  ___________________________________________________________________
 FB4048* NAD 83(1995)-  35 59 39.26145(N)    083 50 39.13195(W)     ADJUSTED  
 FB4048* NAVD 88     -       263.3    (meters)     864.     (feet)  VERTCON   
 FB4048  ___________________________________________________________________
 FB4048  X           -     554,022.747 (meters)                     COMP
 FB4048  Y           -  -5,136,773.405 (meters)                     COMP
 FB4048  Z           -   3,727,812.113 (meters)                     COMP
 FB4048  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FB4048  ELLIP HEIGHT-         234.10  (meters)          (04/12/99) GPS OBS
 FB4048  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB4048
 FB4048  HORZ ORDER  -  FIRST
 FB4048  ELLP ORDER  -  FOURTH    CLASS I
 FB4048
 FB4048.The horizontal coordinates were established by GPS observations
 FB4048.and adjusted by the National Geodetic Survey in April 1999..
 FB4048
 FB4048.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4048
 FB4048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4048
 FB4048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4048
 FB4048.The ellipsoidal height was determined by GPS observations
 FB4048.and is referenced to NAD 83.
 FB4048
 FB4048.The geoid height was determined by GEOID03.
 FB4048
 FB4048;                    North         East     Units Scale Factor Converg.
 FB4048;SPC TN       -   186,417.042   794,363.722   MT  0.99995229   +1 15 43.5
 FB4048;SPC TN       -   611,603.25  2,606,174.98   sFT  0.99995229   +1 15 43.5
 FB4048;UTM  17      - 3,987,051.303   243,607.240   MT  1.00041008   -1 40 20.9
 FB4048
 FB4048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4048!SPC TN       -   0.99996326  x   0.99995229  =   0.99991555
 FB4048!UTM  17      -   0.99996326  x   1.00041008  =   1.00037332
 FB4048
 FB4048                          SUPERSEDED SURVEY CONTROL
 FB4048
 FB4048  NAD 83(1995)-  35 59 39.26289(N)    083 50 39.13817(W) AD(       ) 1
 FB4048  ELLIP H (05/28/93)  234.03   (m)                       GP(       ) 4 2
 FB4048  NGVD 29 (05/28/93)  263.4    (m)          864.     (f) GPS OBS        
 FB4048
 FB4048.Superseded values are not recommended for survey control.
 FB4048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4048.See file dsdata.txt to determine how the superseded data were derived.
 FB4048
 FB4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4360787051(NAD 83)
 FB4048_MARKER: DD = SURVEY DISK
 FB4048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4048_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4048+STABILITY: SURFACE MOTION
 FB4048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4048+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4048
 FB4048  HISTORY     - Date     Condition        Report By
 FB4048  HISTORY     - 1988     MONUMENTED       AEROS
 FB4048
 FB4048                          STATION DESCRIPTION
 FB4048
 FB4048'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4048'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI)
 FB4048'NORTHEAST OF DOWNTOWN KNOXVILLE,
 FB4048'3.1 KM (1.9 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE 40 AND U.S.
 FB4048'HIGHWAY 11W (EXIT 392),
 FB4048'1.9 KM (1.2 MI) SOUTH OF THE JUNCTION OF INTERSTATE 40 AND U.S.
 FB4048'HIGHWAYS 11E, 70, AND 25W (EXIT 394).
 FB4048'OWNERSHIP--CITY OF KNOXVILLE.
 FB4048'
 FB4048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4048'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4048'NORTH FOR 0.6 KM (0.4 MI) ON U.S. HIGHWAY 441 TO THE INTERSECTION
 FB4048'OF MAGNOLIA AVENUE.
 FB4048'TURN RIGHT AND GO NORTHEAST FOR 8.1 KM (5.0 MI) ON MAGNOLIA AVENUE
 FB4048'TO THE INTERSECTION OF CHILHOWEE DRIVE.
 FB4048'TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.0 MI) ON CHILHOWEE DRIVE TO
 FB4048'THE INTERSECTION OF HOLSTON HILLS ROAD.
 FB4048'TURN RIGHT AND GO SOUTH-SOUTHWEST FOR 0.03 KM (0.02 MI) ON HOLSTON
 FB4048'HILLS ROAD TO THE STATION ON THE LEFT AT THE EDGE OF THE PAVEMENT
 FB4048'AT THE CENTERLINE EXTENSION OF WESTOVER TERRACE.
 FB4048'
 FB4048'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4048'STAMPED---GPS 0045 1988---,
 FB4048'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4048'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4048'4.4 METERS (14.6 FT) SOUTH FROM THE CENTERLINE OF HOLSTON HILLS
 FB4048'ROAD,
 FB4048'19.1 METERS (62.6 FT) WEST FROM THE CENTERLINE OF A 36 INCH
 FB4048'CORRUGATED METAL PIPE, AND
 FB4048'26.2 METERS (86.0 FT) SOUTHWEST FROM THE PROJECTED CENTERLINE OF
 FB4048'CHILHOWEE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4049 ***********************************************************************
 FB4049  DESIGNATION -  GPS 0048
 FB4049  PID         -  FB4049
 FB4049  STATE/COUNTY-  TN/KNOX
 FB4049  USGS QUAD   -  KNOXVILLE (1978)
 FB4049
 FB4049                         *CURRENT SURVEY CONTROL
 FB4049  ___________________________________________________________________
 FB4049* NAD 83(1995)-  35 57 13.21840(N)    083 56 24.75155(W)     ADJUSTED  
 FB4049* NAVD 88     -       257.5    (meters)     845.     (feet)  VERTCON   
 FB4049  ___________________________________________________________________
 FB4049  X           -     545,693.256 (meters)                     COMP
 FB4049  Y           -  -5,140,318.091 (meters)                     COMP
 FB4049  Z           -   3,724,164.836 (meters)                     COMP
 FB4049  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FB4049  ELLIP HEIGHT-         226.77  (meters)          (04/12/99) GPS OBS
 FB4049  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4049
 FB4049  HORZ ORDER  -  FIRST
 FB4049  ELLP ORDER  -  FOURTH    CLASS I
 FB4049
 FB4049.The horizontal coordinates were established by GPS observations
 FB4049.and adjusted by the National Geodetic Survey in April 1999..
 FB4049
 FB4049.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4049
 FB4049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4049
 FB4049.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4049
 FB4049.The ellipsoidal height was determined by GPS observations
 FB4049.and is referenced to NAD 83.
 FB4049
 FB4049.The geoid height was determined by GEOID03.
 FB4049
 FB4049;                    North         East     Units Scale Factor Converg.
 FB4049;SPC TN       -   181,730.527   785,804.034   MT  0.99995057   +1 12 21.2
 FB4049;SPC TN       -   596,227.57  2,578,092.07   sFT  0.99995057   +1 12 21.2
 FB4049;UTM  17      - 3,982,806.979   234,814.621   MT  1.00046661   -1 43 38.3
 FB4049;UTM  16      - 3,983,138.950   775,973.991   MT  1.00053857   +1 47 51.5
 FB4049
 FB4049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4049!SPC TN       -   0.99996441  x   0.99995057  =   0.99991498
 FB4049!UTM  17      -   0.99996441  x   1.00046661  =   1.00043100
 FB4049!UTM  16      -   0.99996441  x   1.00053857  =   1.00050296
 FB4049
 FB4049:                Primary Azimuth Mark                     Grid Az
 FB4049:SPC TN       -  GPS 0033                                 116 05 38.4
 FB4049:UTM  17      -  GPS 0033                                 119 01 37.9
 FB4049:UTM  16      -  GPS 0033                                 115 30 08.1
 FB4049
 FB4049|---------------------------------------------------------------------|
 FB4049| PID    Reference Object                     Distance      Geod. Az  |
 FB4049|                                                           dddmmss.s |
 FB4049| FB4040 GPS 0033                            APPROX. 1.5 KM 1171759.6 |
 FB4049| FB4035 GPS 0023                            APPROX. 1.1 KM 2911805.4 |
 FB4049|---------------------------------------------------------------------|
 FB4049
 FB4049                          SUPERSEDED SURVEY CONTROL
 FB4049
 FB4049  NAD 83(1995)-  35 57 13.21938(N)    083 56 24.75801(W) AD(       ) 1
 FB4049  ELLIP H (05/28/93)  226.72   (m)                       GP(       ) 4 2
 FB4049  NGVD 29 (05/28/93)  257.7    (m)          845.     (f) GPS OBS        
 FB4049
 FB4049.Superseded values are not recommended for survey control.
 FB4049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4049.See file dsdata.txt to determine how the superseded data were derived.
 FB4049
 FB4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3481582807(NAD 83)
 FB4049_MARKER: DD = SURVEY DISK
 FB4049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4049_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4049+STABILITY: SURFACE MOTION
 FB4049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4049+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4049
 FB4049  HISTORY     - Date     Condition        Report By
 FB4049  HISTORY     - 1988     MONUMENTED       AEROS
 FB4049
 FB4049                          STATION DESCRIPTION
 FB4049
 FB4049'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4049'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 FB4049'SOUTHWEST OF DOWNTOWN KNOXVILLE,
 FB4049'1.8 KM (1.1 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF INTERSTATES 40
 FB4049'AND 275,
 FB4049'0.5 KM (0.3 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 129
 FB4049'(ALCOA HIGHWAY) AND CUMBERLAND AVENUE.
 FB4049'OWNERSHIP--CITY OF KNOXVILLE.
 FB4049'
 FB4049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4049'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4049'SOUTHEAST FOR 0.5 KM (0.3 MI) ON U.S. HIGHWAY 441 TO THE
 FB4049'INTERSECTION OF CUMBERLAND AVENUE.
 FB4049'TURN RIGHT AND GO SOUTHWEST FOR 1.9 KM (1.2 MI) ON CUMBERLAND
 FB4049'AVENUE TO THE STATION ON THE RIGHT IN THE SIDEWALK IN FRONT OF THE
 FB4049'TENNESSEE TEACHERS CREDIT UNION AT 2223 CUMBERLAND AVENUE.
 FB4049'
 FB4049'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4049'STAMPED---GPS 0048 1988---,
 FB4049'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4049'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4049'9.4 METERS (31.0 FT) NORTH FROM THE CENTERLINE OF CUMBERLAND
 FB4049'AVENUE, 0.9 METERS (3.0 FT) NORTH FROM THE FACE OF A CURB, AND
 FB4049'11.7 METERS (38.5 FT) EAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4050 ***********************************************************************
 FB4050  DESIGNATION -  GPS 0049
 FB4050  PID         -  FB4050
 FB4050  STATE/COUNTY-  TN/KNOX
 FB4050  USGS QUAD   -  KNOXVILLE (1978)
 FB4050
 FB4050                         *CURRENT SURVEY CONTROL
 FB4050  ___________________________________________________________________
 FB4050* NAD 83(1995)-  35 58 24.77249(N)    083 55 07.91632(W)     ADJUSTED  
 FB4050* NAVD 88     -       281.6    (meters)     924.     (feet)  VERTCON   
 FB4050  ___________________________________________________________________
 FB4050  X           -     547,472.879 (meters)                     COMP
 FB4050  Y           -  -5,138,845.906 (meters)                     COMP
 FB4050  Z           -   3,725,964.098 (meters)                     COMP
 FB4050  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 FB4050  ELLIP HEIGHT-         250.86  (meters)          (04/12/99) GPS OBS
 FB4050  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4050
 FB4050  HORZ ORDER  -  FIRST
 FB4050  ELLP ORDER  -  FOURTH    CLASS I
 FB4050
 FB4050.The horizontal coordinates were established by GPS observations
 FB4050.and adjusted by the National Geodetic Survey in April 1999..
 FB4050
 FB4050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4050
 FB4050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4050
 FB4050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4050
 FB4050.The ellipsoidal height was determined by GPS observations
 FB4050.and is referenced to NAD 83.
 FB4050
 FB4050.The geoid height was determined by GEOID03.
 FB4050
 FB4050;                    North         East     Units Scale Factor Converg.
 FB4050;SPC TN       -   183,976.073   787,682.116   MT  0.99995135   +1 13 06.2
 FB4050;SPC TN       -   603,594.83  2,584,253.74   sFT  0.99995135   +1 13 06.2
 FB4050;UTM  17      - 3,984,954.559   236,806.178   MT  1.00045364   -1 42 56.0
 FB4050;UTM  16      - 3,985,405.133   777,829.864   MT  1.00055124   +1 48 39.8
 FB4050
 FB4050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4050!SPC TN       -   0.99996063  x   0.99995135  =   0.99991198
 FB4050!UTM  17      -   0.99996063  x   1.00045364  =   1.00041425
 FB4050!UTM  16      -   0.99996063  x   1.00055124  =   1.00051185
 FB4050
 FB4050                          SUPERSEDED SURVEY CONTROL
 FB4050
 FB4050  NAD 83(1995)-  35 58 24.77365(N)    083 55 07.92270(W) AD(       ) 1
 FB4050  ELLIP H (05/28/93)  250.80   (m)                       GP(       ) 4 2
 FB4050  NGVD 29 (05/28/93)  281.8    (m)          925.     (f) GPS OBS        
 FB4050
 FB4050.Superseded values are not recommended for survey control.
 FB4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4050.See file dsdata.txt to determine how the superseded data were derived.
 FB4050
 FB4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3680684955(NAD 83)
 FB4050_MARKER: DD = SURVEY DISK
 FB4050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4050_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4050+STABILITY: SURFACE MOTION
 FB4050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4050+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4050
 FB4050  HISTORY     - Date     Condition        Report By
 FB4050  HISTORY     - 1988     MONUMENTED       AEROS
 FB4050
 FB4050                          STATION DESCRIPTION
 FB4050
 FB4050'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4050'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 FB4050'NORTH OF DOWNTOWN KNOXVILLE,
 FB4050'1.1 KM (0.7 MI) NORTHEAST OF THE JUNCTION OF INTERSTATES 40 AND
 FB4050'275,
 FB4050'0.3 KM (0.2 MI) SOUTH OF THE JUNCTION OF INTERSTATE 40 AND STATE
 FB4050'HIGHWAY 158 (EXIT 388).
 FB4050'OWNERSHIP--CITY OF KNOXVILLE.
 FB4050'
 FB4050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4050'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE), GO
 FB4050'NORTH FOR 0.6 KM (0.4 MI) ON U.S. HIGHWAY 441 TO THE INTERSECTION
 FB4050'OF MAGNOLIA AVENUE.
 FB4050'TURN RIGHT AND GO NORTHEAST FOR 0.6 KM (0.4 MI) ON MAGNOLIA AVENUE
 FB4050'TO THE INTERSECTION OF MORGAN STREET ON THE LEFT AND THE STATION IN
 FB4050'THE NORTHWEST QUADRANT OF THE INTERSECTION IN A SIDEWALK.
 FB4050'
 FB4050'THE STATION IS A 3-1/4 INCH DIAMETER CITY OF KNOXVILLE ALUMINUM DISK
 FB4050'STAMPED---GPS 0049 1988---,
 FB4050'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4050'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4050'12.2 METERS (40.1 FT) SOUTHWEST FROM THE CENTERLINE OF MORGAN
 FB4050'STREET,
 FB4050'1.9 METERS (6.3 FT) NORTHEAST FROM A POWER POLE NUMBERED 331 837, AND
 FB4050'1.9 METERS (6.3 FT) NORTH FROM THE EXTENDED FACE OF A CURB LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2835 ***********************************************************************
 FE2835  CBN         -  This is a Cooperative Base Network Control Station.
 FE2835  DESIGNATION -  GPS 0301
 FE2835  PID         -  FE2835
 FE2835  STATE/COUNTY-  TN/SHELBY
 FE2835  USGS QUAD   -  ARLINGTON (1973)
 FE2835
 FE2835                         *CURRENT SURVEY CONTROL
 FE2835  ___________________________________________________________________
 FE2835* NAD 83(1995)-  35 19 30.18409(N)    089 41 39.15048(W)     ADJUSTED  
 FE2835* NAVD 88     -        99.11   (meters)     325.2    (feet)  LEVELING  
 FE2835  ___________________________________________________________________
 FE2835  X           -      27,804.489 (meters)                     COMP
 FE2835  Y           -  -5,209,643.070 (meters)                     COMP
 FE2835  Z           -   3,667,390.146 (meters)                     COMP
 FE2835  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2835  ELLIP HEIGHT-          71.84  (meters)          (04/12/99) GPS OBS
 FE2835  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE2835
 FE2835  HORZ ORDER  -  B
 FE2835  VERT ORDER  -  THIRD ?
 FE2835  ELLP ORDER  -  FOURTH    CLASS I
 FE2835
 FE2835.The horizontal coordinates were established by GPS observations
 FE2835.and adjusted by the National Geodetic Survey in April 1999..
 FE2835
 FE2835.The orthometric height was determined by differential leveling.
 FE2835.The vertical network tie was performed by a horz. field party for horz.
 FE2835.obs reductions. Reset procedures were used to establish the elevation.
 FE2835
 FE2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2835
 FE2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2835
 FE2835.The ellipsoidal height was determined by GPS observations
 FE2835.and is referenced to NAD 83.
 FE2835
 FE2835.The geoid height was determined by GEOID03.
 FE2835
 FE2835;                    North         East     Units Scale Factor Converg.
 FE2835;SPC TN       -   116,369.830   264,185.446   MT  0.99998760   -2 09 45.9
 FE2835;SPC TN       -   381,790.02    866,748.42   sFT  0.99998760   -2 09 45.9
 FE2835;UTM  16      - 3,912,421.805   255,095.055   MT  1.00033922   -1 33 31.0
 FE2835
 FE2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2835!SPC TN       -   0.99998872  x   0.99998760  =   0.99997632
 FE2835!UTM  16      -   0.99998872  x   1.00033922  =   1.00032794
 FE2835
 FE2835                          SUPERSEDED SURVEY CONTROL
 FE2835
 FE2835  NAD 83(1995)-  35 19 30.18317(N)    089 41 39.14879(W) AD(       ) B
 FE2835  ELLIP H (05/08/92)   71.86   (m)                       GP(       ) 4 2
 FE2835  NGVD 29 (05/08/92)   99.2    (m)          325.     (f) GPS OBS        
 FE2835
 FE2835.Superseded values are not recommended for survey control.
 FE2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2835.See file dsdata.txt to determine how the superseded data were derived.
 FE2835
 FE2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5509512422(NAD 83)
 FE2835_MARKER: DD = SURVEY DISK
 FE2835_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FE2835_SP_SET: IRREGULAR CONCRETE MASS
 FE2835_STAMPING: GPS CONTROL POINT 0301
 FE2835_MARK LOGO: MLGW  
 FE2835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2835+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1998
 FE2835
 FE2835  HISTORY     - Date     Condition        Report By
 FE2835  HISTORY     - 1990     MONUMENTED       MLGW
 FE2835  HISTORY     - 19981010 GOOD             TN1620
 FE2835  HISTORY     - 19981210 GOOD             TN1620
 FE2835
 FE2835                          STATION DESCRIPTION
 FE2835
 FE2835'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1990
 FE2835'STATION IS LOCATED 81 FT. NORTH OF PLEASEABNT RIDGE RD. AND 935 FT.
 FE2835'EAST OF OSBORNTOWN RD. ON A TRACT OF LAND OWNED BY MLGW AND USED
 FE2835'AS A NATURAL GAS PUMPING STATION.
 FE2835'STATION IS A STEEL DISK CAP EMBEDDED IN CONCRETE AND SET FLUSH WITH
 FE2835'THE GROUND AND IS STAMPED GPS CONTROL POINT 0301.
 FE2835
 FE2835                          STATION RECOVERY (1998)
 FE2835
 FE2835'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2835'RECOVERED IN GOOD CONDITION.
 FE2835
 FE2835                          STATION RECOVERY (1998)
 FE2835
 FE2835'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2835'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2168 ***********************************************************************
 FF2168  CBN         -  This is a Cooperative Base Network Control Station.
 FF2168  DESIGNATION -  GPS 0302
 FF2168  PID         -  FF2168
 FF2168  STATE/COUNTY-  TN/SHELBY
 FF2168  USGS QUAD   -  LOCKE (1970)
 FF2168
 FF2168                         *CURRENT SURVEY CONTROL
 FF2168  ___________________________________________________________________
 FF2168* NAD 83(1995)-  35 19 11.70248(N)    090 03 17.26729(W)     ADJUSTED  
 FF2168* NAVD 88     -       106.94   (meters)     350.9    (feet)  LEVELING  
 FF2168  ___________________________________________________________________
 FF2168  X           -      -4,982.783 (meters)                     COMP
 FF2168  Y           -  -5,210,050.560 (meters)                     COMP
 FF2168  Z           -   3,666,929.922 (meters)                     COMP
 FF2168  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FF2168  ELLIP HEIGHT-          79.63  (meters)          (04/12/99) GPS OBS
 FF2168  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF2168
 FF2168  HORZ ORDER  -  B
 FF2168  VERT ORDER  -  THIRD ?
 FF2168  ELLP ORDER  -  FOURTH    CLASS I
 FF2168
 FF2168.The horizontal coordinates were established by GPS observations
 FF2168.and adjusted by the National Geodetic Survey in April 1999..
 FF2168
 FF2168.The orthometric height was determined by differential leveling.
 FF2168.The vertical network tie was performed by a horz. field party for horz.
 FF2168.obs reductions. Reset procedures were used to establish the elevation.
 FF2168
 FF2168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2168
 FF2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2168
 FF2168.The ellipsoidal height was determined by GPS observations
 FF2168.and is referenced to NAD 83.
 FF2168
 FF2168.The geoid height was determined by GEOID03.
 FF2168
 FF2168;                    North         East     Units Scale Factor Converg.
 FF2168;SPC TN       -   117,098.391   231,401.254   MT  0.99998840   -2 22 25.8
 FF2168;SPC TN       -   384,180.30    759,188.95   sFT  0.99998840   -2 22 25.8
 FF2168;SPC AR N     -   111,199.933   576,859.201   MT  0.99994652   +1 07 54.9
 FF2168;SPC AR N     -   364,828.45  1,892,578.90   sFT  0.99994652   +1 07 54.9
 FF2168;UTM  15      - 3,912,502.154   767,743.893   MT  1.00048354   +1 42 13.5
 FF2168;UTM  16      - 3,912,804.119   222,290.086   MT  1.00055055   -1 46 02.0
 FF2168
 FF2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2168!SPC TN       -   0.99998750  x   0.99998840  =   0.99997590
 FF2168!SPC AR N     -   0.99998750  x   0.99994652  =   0.99993402
 FF2168!UTM  15      -   0.99998750  x   1.00048354  =   1.00047104
 FF2168!UTM  16      -   0.99998750  x   1.00055055  =   1.00053804
 FF2168
 FF2168                          SUPERSEDED SURVEY CONTROL
 FF2168
 FF2168  NAD 83(1995)-  35 19 11.70155(N)    090 03 17.26560(W) AD(       ) B
 FF2168  ELLIP H (05/08/92)   79.65   (m)                       GP(       ) 4 2
 FF2168  NGVD 29 (05/08/92)  107.0    (m)          351.     (f) GPS OBS        
 FF2168
 FF2168.Superseded values are not recommended for survey control.
 FF2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2168.See file dsdata.txt to determine how the superseded data were derived.
 FF2168
 FF2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6774412502(NAD 83)
 FF2168_MARKER: DD = SURVEY DISK
 FF2168_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FF2168_SP_SET: IRREGULAR CONCRETE MASS
 FF2168_STAMPING: GPS CONTROL POINT 0302
 FF2168_MARK LOGO: MLGW  
 FF2168_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF2168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2168+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1998
 FF2168
 FF2168  HISTORY     - Date     Condition        Report By
 FF2168  HISTORY     - 1990     MONUMENTED       MLGW
 FF2168  HISTORY     - 19960615 MARK NOT FOUND   NGS
 FF2168  HISTORY     - 19981010 GOOD             TN1620
 FF2168  HISTORY     - 19981213 GOOD             TN1620
 FF2168  HISTORY     - 20010508 GOOD             MLGW
 FF2168
 FF2168                          STATION DESCRIPTION
 FF2168
 FF2168'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1990
 FF2168'STATION IS LOCATED INSIDE MEEMAN SHELBY FOREST STATE PARK ON GRASSY
 FF2168'LAKE ROAD IN FRONT OF THE FIRST PICNIC SHELTER WEST OF BENJESTOWN RD.
 FF2168'STATION IS A STEEL CAP EMBEDDED IN CONCRETE AND SET FLUSH WITH THE
 FF2168'GROUND.
 FF2168
 FF2168                          STATION RECOVERY (1996)
 FF2168
 FF2168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 FF2168'THIS STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND
 FF2168
 FF2168                          STATION RECOVERY (1998)
 FF2168
 FF2168'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FF2168'RECOVERED IN GOOD CONDITION.
 FF2168
 FF2168                          STATION RECOVERY (1998)
 FF2168
 FF2168'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FF2168'RECOVERED AS DESCRIBED.
 FF2168
 FF2168                          STATION RECOVERY (2001)
 FF2168
 FF2168'RECOVERY NOTE BY MEMPHIS LIGHT GAS AND WATER 2001 (JMH)
 FF2168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2169 ***********************************************************************
 FF2169  CBN         -  This is a Cooperative Base Network Control Station.
 FF2169  DESIGNATION -  GPS 0303
 FF2169  PID         -  FF2169
 FF2169  STATE/COUNTY-  TN/SHELBY
 FF2169  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2169
 FF2169                         *CURRENT SURVEY CONTROL
 FF2169  ___________________________________________________________________
 FF2169* NAD 83(1995)-  35 01 15.35298(N)    090 07 28.81202(W)     ADJUSTED  
 FF2169* NAVD 88     -        80.70   (meters)     264.8    (feet)  LEVELING  
 FF2169  ___________________________________________________________________
 FF2169  X           -     -11,378.084 (meters)                     COMP
 FF2169  Y           -  -5,229,125.927 (meters)                     COMP
 FF2169  Z           -   3,639,799.505 (meters)                     COMP
 FF2169  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 FF2169  ELLIP HEIGHT-          53.41  (meters)          (09/21/01) GPS OBS
 FF2169  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FF2169
 FF2169  HORZ ORDER  -  B
 FF2169  VERT ORDER  -  THIRD ?
 FF2169  ELLP ORDER  -  FOURTH    CLASS II
 FF2169
 FF2169.The horizontal coordinates were established by GPS observations
 FF2169.and adjusted by the National Geodetic Survey in April 1999..
 FF2169
 FF2169.The orthometric height was determined by differential leveling.
 FF2169.The vertical network tie was performed by a horz. field party for horz.
 FF2169.obs reductions. Reset procedures were used to establish the elevation.
 FF2169
 FF2169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2169
 FF2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2169
 FF2169.The ellipsoidal height was determined by GPS observations
 FF2169.and is referenced to NAD 83.
 FF2169
 FF2169.The geoid height was determined by GEOID03.
 FF2169
 FF2169;                    North         East     Units Scale Factor Converg.
 FF2169;SPC TN       -    84,222.132   223,655.580   MT  1.00004832   -2 24 53.1
 FF2169;SPC TN       -   276,318.78    733,776.68   sFT  1.00004832   -2 24 53.1
 FF2169;SPC MS W     -   612,215.057   719,042.704   MT  0.99995447   +0 07 11.1
 FF2169;SPC MS W     - 2,008,575.57  2,359,059.27   sFT  0.99995447   +0 07 11.1
 FF2169;UTM  15      - 3,879,143.905   762,349.679   MT  1.00044835   +1 39 03.7
 FF2169
 FF2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2169!SPC TN       -   0.99999162  x   1.00004832  =   1.00003994
 FF2169!SPC MS W     -   0.99999162  x   0.99995447  =   0.99994609
 FF2169!UTM  15      -   0.99999162  x   1.00044835  =   1.00043996
 FF2169
 FF2169                          SUPERSEDED SURVEY CONTROL
 FF2169
 FF2169  ELLIP H (04/12/99)   53.45   (m)                       GP(       ) 4 1
 FF2169  NAD 83(1995)-  35 01 15.35292(N)    090 07 28.81204(W) AD(       ) B
 FF2169  ELLIP H (02/18/99)   53.43   (m)                       GP(       ) 4 2
 FF2169  NAD 83(1995)-  35 01 15.35218(N)    090 07 28.81021(W) AD(       ) B
 FF2169  ELLIP H (05/08/92)   53.47   (m)                       GP(       ) 4 2
 FF2169  NGVD 29 (05/08/92)   80.7    (m)          265.     (f) GPS OBS        
 FF2169
 FF2169.Superseded values are not recommended for survey control.
 FF2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2169.See file dsdata.txt to determine how the superseded data were derived.
 FF2169
 FF2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6235079144(NAD 83)
 FF2169_MARKER: DD = SURVEY DISK
 FF2169_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FF2169_SP_SET: IRREGULAR CONCRETE MASS
 FF2169_STAMPING: GPS CONTROL POINT 0303
 FF2169_MARK LOGO: MLGW  
 FF2169_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2169+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 FF2169
 FF2169  HISTORY     - Date     Condition        Report By
 FF2169  HISTORY     - 1990     MONUMENTED       MLGW
 FF2169  HISTORY     - 19930428 GOOD             NOS
 FF2169  HISTORY     - 19971024 GOOD             TN1620
 FF2169  HISTORY     - 19981010 GOOD             TN1620
 FF2169  HISTORY     - 20010508 GOOD             MLGW
 FF2169  HISTORY     - 20030326 GOOD             TN1620
 FF2169
 FF2169                          STATION DESCRIPTION
 FF2169
 FF2169'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1990
 FF2169'STATION IS LOCATED 154 FT. NORTH OF SHELBY DR. AND 0.10 MILES EAST OF
 FF2169'SEWANEE RD ON THE DAVIS PUMPING STATION PROPERTY.
 FF2169'STATION IS A STEEL CAP EMBEDDED IN CONCRETE AND IS SET FLUSH WITH THE
 FF2169'GROUND.
 FF2169
 FF2169                          STATION RECOVERY (1993)
 FF2169
 FF2169'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FF2169'A NEW DESCRIPTION FOLLOWS.
 FF2169'STATION IS LOCATED ABOUT 9 MI (14.5 KM) SW OF DOWNTOWN MEMPHIS, TN,
 FF2169'1.8 MI (2.9 KM) N OF THE TENNESSEE-MISSISSIPPI STATE LINE AND 5 MI
 FF2169'(8.0 KM) EAST OF THE MISSISSIPPI RIVER AT THE JUSTIN I. DAVIS PUMPING
 FF2169'STATION OF THE MEMPHIS LIGHT GAS AND WATER DIVISION.
 FF2169'TO REACH FROM THE INTERSECTION OF US ROUTE 61 (THIRD STREET) AND STATE
 FF2169'ROUTE 175 (SHELBY DRIVE) HEAD WEST ALONG SHELBY DRIVE FOR 0.5 MI
 FF2169'(0.8 KM) ITS INTERSECTION WITH WEAVER ROAD.  CONTINUE ON SHELBY DRIVE
 FF2169'FOR 1.55 MI (2.49 KM) TO ENTRANCE OF PUMPING STATION AND STATION ON
 FF2169'THE RIGHT.
 FF2169'STATION IS A STEEL CAP SET INTO THE TOP OF AN IRREGULARLY SHAPED
 FF2169'CONCRETE MONUMENT WITH A FIBERGLASS PROTECTIVE CAP PROJECTING ABOUT
 FF2169'0.2 M (0.7 FT) ABOVE THE GROUND.  IT IS 154 FT (46.9 M) N OF THE
 FF2169'CENTERLINE OF SHELBY DRIVEE, 47.5 FT (14.5 M) W OF THE CENTERLINE OF
 FF2169'THE ENTRANCE ROAD LEADING TO THE PUMPING STATION, 111 FT (33.8 M) NE
 FF2169'OF THE NE CORNER OF A CHAIN LINK FENCE SURROUNDING A PUMP AND 90 FT
 FF2169'(27.4 M) E OF THE CENTERLINE OF A DIRT TRACK ROAD.
 FF2169
 FF2169                          STATION RECOVERY (1997)
 FF2169
 FF2169'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (DA)
 FF2169'RECOVERED AS DESCRIBED.
 FF2169
 FF2169                          STATION RECOVERY (1998)
 FF2169
 FF2169'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FF2169'RECOVERED IN GOOD CONDITION.
 FF2169
 FF2169                          STATION RECOVERY (2001)
 FF2169
 FF2169'RECOVERY NOTE BY MEMPHIS LIGHT GAS AND WATER 2001 (JMH)
 FF2169'RECOVERED IN GOOD CONDITION.
 FF2169
 FF2169                          STATION RECOVERY (2003)
 FF2169
 FF2169'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 FF2169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2836 ***********************************************************************
 FE2836  CBN         -  This is a Cooperative Base Network Control Station.
 FE2836  DESIGNATION -  GPS 0304
 FE2836  PID         -  FE2836
 FE2836  STATE/COUNTY-  TN/SHELBY
 FE2836  USGS QUAD   -  ELLENDALE (1993)
 FE2836
 FE2836                         *CURRENT SURVEY CONTROL
 FE2836  ___________________________________________________________________
 FE2836* NAD 83(1995)-  35 07 46.52796(N)    089 48 17.54880(W)     ADJUSTED  
 FE2836* NAVD 88     -        84.58   (meters)     277.5    (feet)  LEVELING  
 FE2836  ___________________________________________________________________
 FE2836  X           -      17,784.630 (meters)                     COMP
 FE2836  Y           -  -5,222,183.656 (meters)                     COMP
 FE2836  Z           -   3,649,667.473 (meters)                     COMP
 FE2836  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 FE2836  ELLIP HEIGHT-          57.17  (meters)          (04/12/99) GPS OBS
 FE2836  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2836
 FE2836  HORZ ORDER  -  B
 FE2836  VERT ORDER  -  THIRD ?
 FE2836  ELLP ORDER  -  FOURTH    CLASS I
 FE2836
 FE2836.The horizontal coordinates were established by GPS observations
 FE2836.and adjusted by the National Geodetic Survey in April 1999..
 FE2836
 FE2836.The orthometric height was determined by differential leveling.
 FE2836.The vertical network tie was performed by a horz. field party for horz.
 FE2836.obs reductions. Reset procedures were used to establish the elevation.
 FE2836
 FE2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2836
 FE2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2836
 FE2836.The ellipsoidal height was determined by GPS observations
 FE2836.and is referenced to NAD 83.
 FE2836
 FE2836.The geoid height was determined by GEOID03.
 FE2836
 FE2836;                    North         East     Units Scale Factor Converg.
 FE2836;SPC TN       -    95,086.268   253,287.691   MT  1.00002343   -2 13 39.1
 FE2836;SPC TN       -   311,962.20    830,994.70   sFT  1.00002343   -2 13 39.1
 FE2836;UTM  16      - 3,891,015.877   244,419.967   MT  1.00040511   -1 36 53.6
 FE2836
 FE2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2836!SPC TN       -   0.99999103  x   1.00002343  =   1.00001446
 FE2836!UTM  16      -   0.99999103  x   1.00040511  =   1.00039613
 FE2836
 FE2836                          SUPERSEDED SURVEY CONTROL
 FE2836
 FE2836  NAD 83(1995)-  35 07 46.52705(N)    089 48 17.54708(W) AD(       ) B
 FE2836  ELLIP H (05/08/92)   57.19   (m)                       GP(       ) 4 2
 FE2836  NGVD 29 (05/08/92)   84.6    (m)          278.     (f) GPS OBS        
 FE2836
 FE2836.Superseded values are not recommended for survey control.
 FE2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2836.See file dsdata.txt to determine how the superseded data were derived.
 FE2836
 FE2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4442091016(NAD 83)
 FE2836_MARKER: DD = SURVEY DISK
 FE2836_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FE2836_SP_SET: IRREGULAR CONCRETE MASS
 FE2836_STAMPING: GPS CONTROL POINT 0304
 FE2836_MARK LOGO: MLGW  
 FE2836_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2836+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 FE2836
 FE2836  HISTORY     - Date     Condition        Report By
 FE2836  HISTORY     - 1990     MONUMENTED       MLGW
 FE2836  HISTORY     - 19981010 GOOD             TN1620
 FE2836  HISTORY     - 19981202 GOOD             TN1620
 FE2836  HISTORY     - 20010910 GOOD             INDIV
 FE2836  HISTORY     - 20031028 GOOD             TN1620
 FE2836
 FE2836                          STATION DESCRIPTION
 FE2836
 FE2836'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1990
 FE2836'STATION IS LOCATED BY THE PARKING LOT ON THE NORTH END OF THE DISPLAY
 FE2836'AND ADMINISTRATION BUILDING AT THE AGRICENTER PROPERTY LOCATED AT
 FE2836'WALNUT GROVE RD. AND GERMANTOWN PARKWAY. STATION IS 166 FT (50.6 M)
 FE2836'NORTH OF THE NORTHERNMOST CORNER OF SAID BUILDING AND IS 382 FT
 FE2836'(116.4 M) WEST OF THE ASPHALT DRIVE LEADING TO SAID BUILDING FROM
 FE2836'WALNUT GOVE ROAD.
 FE2836'STATION IS A STEEL CAP EMBEDDED IN CONCRETE AND IS SET FLUSH WITH THE
 FE2836'GROUND.
 FE2836
 FE2836                          STATION RECOVERY (1998)
 FE2836
 FE2836'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2836'RECOVERED IN GOOD CONDITION.
 FE2836
 FE2836                          STATION RECOVERY (1998)
 FE2836
 FE2836'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2836'RECOVERED AS DESCRIBED.
 FE2836
 FE2836                          STATION RECOVERY (2001)
 FE2836
 FE2836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 FE2836'RECOVERED AS DESCRIBED
 FE2836
 FE2836                          STATION RECOVERY (2003)
 FE2836
 FE2836'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 FE2836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2837 ***********************************************************************
 FE2837  CBN         -  This is a Cooperative Base Network Control Station.
 FE2837  DESIGNATION -  GPS 0305
 FE2837  PID         -  FE2837
 FE2837  STATE/COUNTY-  TN/SHELBY
 FE2837  USGS QUAD   -  COLLIERVILLE (1965)
 FE2837
 FE2837                         *CURRENT SURVEY CONTROL
 FE2837  ___________________________________________________________________
 FE2837* NAD 83(1995)-  35 04 09.99418(N)    089 41 09.04964(W)     ADJUSTED  
 FE2837* NAVD 88     -       103.0    (meters)     338.     (feet)  VERTCON   
 FE2837  ___________________________________________________________________
 FE2837  X           -      28,654.386 (meters)                     COMP
 FE2837  Y           -  -5,225,987.282 (meters)                     COMP
 FE2837  Z           -   3,644,218.347 (meters)                     COMP
 FE2837  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FE2837  ELLIP HEIGHT-          75.38  (meters)          (04/12/99) GPS OBS
 FE2837  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE2837
 FE2837  HORZ ORDER  -  B
 FE2837  ELLP ORDER  -  FOURTH    CLASS I
 FE2837
 FE2837.The horizontal coordinates were established by GPS observations
 FE2837.and adjusted by the National Geodetic Survey in April 1999..
 FE2837
 FE2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2837
 FE2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2837
 FE2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2837
 FE2837.The ellipsoidal height was determined by GPS observations
 FE2837.and is referenced to NAD 83.
 FE2837
 FE2837.The geoid height was determined by GEOID03.
 FE2837
 FE2837;                    North         East     Units Scale Factor Converg.
 FE2837;SPC TN       -    88,002.726   263,877.386   MT  1.00003677   -2 09 28.2
 FE2837;SPC TN       -   288,722.28    865,737.72   sFT  1.00003677   -2 09 28.2
 FE2837;UTM  16      - 3,884,043.703   255,088.521   MT  1.00033930   -1 32 38.3
 FE2837
 FE2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2837!SPC TN       -   0.99998817  x   1.00003677  =   1.00002494
 FE2837!UTM  16      -   0.99998817  x   1.00033930  =   1.00032746
 FE2837
 FE2837                          SUPERSEDED SURVEY CONTROL
 FE2837
 FE2837  NAD 83(1995)-  35 04 09.99328(N)    089 41 09.04793(W) AD(       ) B
 FE2837  ELLIP H (05/08/92)   75.40   (m)                       GP(       ) 4 2
 FE2837  NGVD 29 (05/08/92)  102.9    (m)          338.     (f) GPS OBS        
 FE2837
 FE2837.Superseded values are not recommended for survey control.
 FE2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2837.See file dsdata.txt to determine how the superseded data were derived.
 FE2837
 FE2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD5508984044(NAD 83)
 FE2837_MARKER: DD = SURVEY DISK
 FE2837_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FE2837_SP_SET: IRREGULAR CONCRETE MASS
 FE2837_STAMPING: GPS CONTROL POINT 0305
 FE2837_MARK LOGO: MLGW  
 FE2837_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2837+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FE2837
 FE2837  HISTORY     - Date     Condition        Report By
 FE2837  HISTORY     - 1990     MONUMENTED       MLGW
 FE2837  HISTORY     - 19981010 MARK NOT FOUND   TN1620
 FE2837  HISTORY     - 20060430 MARK NOT FOUND   GEOCAC
 FE2837
 FE2837                          STATION DESCRIPTION
 FE2837
 FE2837'DESCRIBED BY MEMPHIS LIGHT GAS AND WATER 1990
 FE2837'STATION IS LOCATED IN SIDE YARD OF COLLIERVILLE MIDDLE SCHOOL AND IS
 FE2837'52 FT. WEST OF BYHALIA RD. AND 182 FT. NORTH OF FRANK RD.
 FE2837'STATION IS A STEEL CAP EMBEDDED IN CONCRETE AND IS SET FLUSH WITH THE
 FE2837'GROUND.
 FE2837
 FE2837                          STATION RECOVERY (1998)
 FE2837
 FE2837'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2837'MARK NOT FOUND.
 FE2837
 FE2837                          STATION RECOVERY (2006)
 FE2837
 FE2837'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2837'AREA SHOULD BE UNDISTURBED IN SIDE LOT OF SCHOOL BUT COULD NOT LOCATE
 FE2837'WITH MESUREMENTS OR METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3639 ***********************************************************************
 GA3639  CBN         -  This is a Cooperative Base Network Control Station.
 GA3639  DESIGNATION -  GPS 1
 GA3639  PID         -  GA3639
 GA3639  STATE/COUNTY-  TN/CARTER
 GA3639  USGS QUAD   -  ELIZABETHTON (1968)
 GA3639
 GA3639                         *CURRENT SURVEY CONTROL
 GA3639  ___________________________________________________________________
 GA3639* NAD 83(1995)-  36 22 06.43923(N)    082 10 46.87679(W)     ADJUSTED  
 GA3639* NAVD 88     -       474.11   (meters)    1555.5    (feet)  LEVELING  
 GA3639  ___________________________________________________________________
 GA3639  X           -     699,685.078 (meters)                     COMP
 GA3639  Y           -  -5,094,393.318 (meters)                     COMP
 GA3639  Z           -   3,761,453.120 (meters)                     COMP
 GA3639  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 GA3639  ELLIP HEIGHT-         442.73  (meters)          (08/03/04) GPS OBS
 GA3639  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA3639
 GA3639  HORZ ORDER  -  B
 GA3639  VERT ORDER  -  THIRD
 GA3639  ELLP ORDER  -  FOURTH    CLASS I
 GA3639
 GA3639.This mark is at Elizabethton Municipal Airport (0A9)
 GA3639
 GA3639.The horizontal coordinates were established by GPS observations
 GA3639.and adjusted by the National Geodetic Survey in December 1995..
 GA3639
 GA3639.The orthometric height was determined by differential leveling.
 GA3639.The vertical network tie was performed by a horz. field party for horz.
 GA3639.obs reductions. Reset procedures were used to establish the elevation.
 GA3639
 GA3639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3639
 GA3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3639
 GA3639.The ellipsoidal height was determined by GPS observations
 GA3639.and is referenced to NAD 83.
 GA3639
 GA3639.The geoid height was determined by GEOID03.
 GA3639
 GA3639;                    North         East     Units Scale Factor Converg.
 GA3639;SPC TN       -   232,489.480   942,754.124   MT  0.99999180   +2 14 11.6
 GA3639;SPC TN       -   762,759.24  3,093,019.16   sFT  0.99999180   +2 14 11.6
 GA3639;UTM  17      - 4,025,462.877   394,172.067   MT  0.99973799   -0 41 58.5
 GA3639
 GA3639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3639!SPC TN       -   0.99993052  x   0.99999180  =   0.99992232
 GA3639!UTM  17      -   0.99993052  x   0.99973799  =   0.99966853
 GA3639
 GA3639                          SUPERSEDED SURVEY CONTROL
 GA3639
 GA3639  NAD 83(1986)-  36 22 06.44838(N)    082 10 46.88052(W) AD(       ) 1
 GA3639  ELLIP H (12/14/95)  442.79   (m)                       GP(       ) 1 2
 GA3639  NAD 83(1995)-  36 22 06.44245(N)    082 10 46.88400(W) AD(       ) B
 GA3639  ELLIP H (09/07/90)  442.61   (m)                       GP(       ) 4 1
 GA3639  NGVD 29 (??/??/??)  474.30   (m)         1556.1    (f) N HEIGHT    3  
 GA3639
 GA3639.Superseded values are not recommended for survey control.
 GA3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3639.See file dsdata.txt to determine how the superseded data were derived.
 GA3639
 GA3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9417225463(NAD 83)
 GA3639_MARKER: I = METAL ROD
 GA3639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3639_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3639_STAMPING: GPS 1 1987
 GA3639_MARK LOGO: NGS   
 GA3639_PROJECTION: FLUSH
 GA3639_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GA3639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3639+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3639_ROD/PIPE-DEPTH: 2.7  meters
 GA3639_SLEEVE-DEPTH  : 0.9 meters
 GA3639
 GA3639  HISTORY     - Date     Condition        Report By
 GA3639  HISTORY     - 1987     MONUMENTED       NGS
 GA3639  HISTORY     - 19930304 GOOD             NOS
 GA3639  HISTORY     - 19950330 GOOD             NGS
 GA3639  HISTORY     - 19950607 GOOD             NGS
 GA3639  HISTORY     - 20020202 GOOD             MAC
 GA3639  HISTORY     - 20031010 GOOD             TNDT
 GA3639
 GA3639                          STATION DESCRIPTION
 GA3639
 GA3639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3639'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) EAST-NORTHEAST OF
 GA3639'ELIZABETHTON ON THE ELIZABETHTON AIRPORT.  THE AIRPORT IS LOCATED
 GA3639'ON THE NORTH SIDE OF STATE ROUTE 91.
 GA3639'OWNERSHIP--AIRPORT MANAGER IS MR. REID BERRY, TELEPHONE
 GA3639'(615)543-3534.
 GA3639'
 GA3639'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) EAST-NORTHEAST OF
 GA3639'ELIZABETHTON ON THE ELIZABETHTON AIRPORT AT THE SOUTHWEST END OF THE
 GA3639'RUNWAY, BETWEEN THE RUNWAY AND THE TAXIWAY.
 GA3639'
 GA3639'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 2.7 METERS
 GA3639'(9 FT).  THE LOGO CAP IS STAMPED---GPS 1 1987---, AND A STEEL SPIKE
 GA3639'IS EMBEDDED IN THE CONCRETE.  LOCATED
 GA3639'57.6 METERS (189 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE AIRPORT
 GA3639'OFFICE, 67.4 METERS (221 FT) SOUTHEAST FROM A FIRE HYDRANT, 43.9
 GA3639'METERS (144 FT) NORTH-NORTHEAST FROM THE RUNWAY CENTERLINE, 14.3
 GA3639'METERS (47 FT) EAST-NORTHEAST FROM THE TAXIWAY CROSSOVER CENTERLINE,
 GA3639'5.03 METERS (16.5 FT) WEST-NORTHWEST FROM THE EAST END OF A 3 FT
 GA3639'STEEL CULVERT PIPE, 0.24 METERS (0.8 FT) NORTH FROM A FIBERGLASS
 GA3639'WITNESS POST.
 GA3639
 GA3639                          STATION RECOVERY (1993)
 GA3639
 GA3639'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 GA3639'RECOVERED AS DESCRIBED.
 GA3639
 GA3639                          STATION RECOVERY (1995)
 GA3639
 GA3639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3639'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST-NORTHEAST OF
 GA3639'ELIZABETHTON ON THE ELIZABETHTON AIRPORT.  THE AIRPORT IS LOCATED ON
 GA3639'THE NORTH SIDE OF STATE ROUTE 91.  OWNERSHIP--MIKE SHOUSE IS AIRPORT
 GA3639'MANAGER, PHONE 615-543-2801.  THE STATION IS LOCATED ABOUT 3.2 KM
 GA3639'(2.00 MI) EAST-NORTHEAST OF ELIZABETHTON ON THE ELIZABETHTON AIRPORT
 GA3639'AT THE SOUTHWEST END OF THE RUNWAY, BETWEEN THE RUNWAY AND THE
 GA3639'TAXIWAY.  LOCATED 57.6 M (189.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF
 GA3639'THE AIRPORT OFFICE, 67.4 M (221.1 FT) SOUTHEAST FROM A FIRE HYDRANT,
 GA3639'43.9 M (144.0 FT) NORTH-NORTHEAST FROM THE RUNWAY CENTERLINE, 14.3 M
 GA3639'(46.9 FT) EAST-NORTHEAST FROM THE TAXIWAY CROSSOVER CENTERLINE, 5.03 M
 GA3639'(16.50 FT) WEST-NORTHWEST FROM THE EAST END OF A 3 FT (0.9 M) STEEL
 GA3639'CULVERT PIPE, 0.24 M (0.79 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 GA3639
 GA3639                          STATION RECOVERY (1995)
 GA3639
 GA3639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3639'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST-NORTHEAST OF
 GA3639'ELIZABETHTON, ON THE ELIZABETHTON AIRPORT, AT THE SOUTHWEST END OF THE
 GA3639'RUNWAY, BETWEEN RUNWAY AND TAXIWAY.  AIRPORT MANAGER IS MIKE SHOUSE,
 GA3639'PHONE 615-543-2801.  TOP OF ROD IS RECESSED 4 CM BELOW GROUND.
 GA3639'LOCATED 57.6 M (189.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 GA3639'AIRPORT OFFICE BUILDING, 67.4 M (221.1 FT) SOUTHEAST FROM A FIRE
 GA3639'HYDRANT, 43.9 M (144.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 GA3639'RUNWAY, 14.3 M (46.9 FT) EAST-NORTHEAST FROM THE TAXIWAY CROSSOVER
 GA3639'CENTERLINE, 5.03 M (16.50 FT) WEST-NORTHWEST FROM THE EAST END OF A 3
 GA3639'FT (0.9 M) STEEL CULVERT PIPE AND 0.24 M (0.79 FT) NORTH FROM A
 GA3639'FIBERGLASS WITNESS POST.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 GA3639
 GA3639                          STATION RECOVERY (2002)
 GA3639
 GA3639'RECOVERY NOTE BY MATTERN AND CRAIG 2002 (JAN)
 GA3639'RECOVERED IN GOOD CONDITION.
 GA3639
 GA3639                          STATION RECOVERY (2003)
 GA3639
 GA3639'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3639'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2718 ***********************************************************************
 GC2718  CBN         -  This is a Cooperative Base Network Control Station.
 GC2718  DESIGNATION -  GPS 10
 GC2718  PID         -  GC2718
 GC2718  STATE/COUNTY-  TN/TROUSDALE
 GC2718  USGS QUAD   -  HARTSVILLE (1994)
 GC2718
 GC2718                         *CURRENT SURVEY CONTROL
 GC2718  ___________________________________________________________________
 GC2718* NAD 83(1995)-  36 25 20.90063(N)    086 10 56.62007(W)     ADJUSTED  
 GC2718* NAVD 88     -       154.11   (meters)     505.6    (feet)  LEVELING  
 GC2718  ___________________________________________________________________
 GC2718  X           -     342,117.542 (meters)                     COMP
 GC2718  Y           -  -5,127,002.977 (meters)                     COMP
 GC2718  Z           -   3,766,089.440 (meters)                     COMP
 GC2718  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GC2718  ELLIP HEIGHT-         124.59  (meters)          (08/03/04) GPS OBS
 GC2718  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC2718
 GC2718  HORZ ORDER  -  B
 GC2718  VERT ORDER  -  THIRD
 GC2718  ELLP ORDER  -  FOURTH    CLASS I
 GC2718
 GC2718.The horizontal coordinates were established by GPS observations
 GC2718.and adjusted by the National Geodetic Survey in September 1994..
 GC2718
 GC2718.The orthometric height was determined by differential leveling.
 GC2718.The vertical network tie was performed by a horz. field party for horz.
 GC2718.obs reductions. Reset procedures were used to establish the elevation.
 GC2718
 GC2718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2718
 GC2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2718
 GC2718.The ellipsoidal height was determined by GPS observations
 GC2718.and is referenced to NAD 83.
 GC2718
 GC2718.The geoid height was determined by GEOID03.
 GC2718
 GC2718;                    North         East     Units Scale Factor Converg.
 GC2718;SPC TN       -   231,808.158   583,642.796   MT  1.00000103   -0 06 24.4
 GC2718;SPC TN       -   760,523.93  1,914,834.74   sFT  1.00000103   -0 06 24.4
 GC2718;UTM  16      - 4,031,118.981   573,294.548   MT  0.99966619   +0 29 07.7
 GC2718
 GC2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2718!SPC TN       -   0.99998045  x   1.00000103  =   0.99998148
 GC2718!UTM  16      -   0.99998045  x   0.99966619  =   0.99964664
 GC2718
 GC2718                          SUPERSEDED SURVEY CONTROL
 GC2718
 GC2718  ELLIP H (09/07/94)  124.63   (m)                       GP(       ) 4 1
 GC2718  NAD 83(1995)-  36 25 20.90323(N)    086 10 56.62532(W) AD(       ) B
 GC2718  ELLIP H (09/07/90)  124.53   (m)                       GP(       ) 4 1
 GC2718  NAD 83(1986)-  36 25 20.91064(N)    086 10 56.62493(W) AD(       ) 1
 GC2718  NGVD 29 (??/??/??)  154.18   (m)          505.8    (f) N HEIGHT    3  
 GC2718
 GC2718.Superseded values are not recommended for survey control.
 GC2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2718.See file dsdata.txt to determine how the superseded data were derived.
 GC2718
 GC2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7329531119(NAD 83)
 GC2718_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2718_SETTING: 66 = SET IN ROCK OUTCROP
 GC2718_SP_SET: IN A DRILL HOLE IN BEDROCK
 GC2718_STAMPING: GPS 10 1987
 GC2718_MARK LOGO: NGS   
 GC2718_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2718+STABILITY: POSITION/ELEVATION WELL
 GC2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2718+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2718
 GC2718  HISTORY     - Date     Condition        Report By
 GC2718  HISTORY     - 1987     MONUMENTED       NGS
 GC2718  HISTORY     - 1987     GOOD             NGS
 GC2718  HISTORY     - 19890410 GOOD             NGS
 GC2718  HISTORY     - 19901219 GOOD             NGS
 GC2718  HISTORY     - 19910129 GOOD
 GC2718  HISTORY     - 19931013 GOOD             NGS
 GC2718  HISTORY     - 19940124 GOOD
 GC2718  HISTORY     - 19950609 GOOD             NGS
 GC2718  HISTORY     - 20031010 GOOD             TNDT
 GC2718
 GC2718                          STATION DESCRIPTION
 GC2718
 GC2718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2718'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF HARTSVILLE,
 GC2718'JUST SOUTHEAST OF THE JUNCTION OF STATE ROUTES 141 AND 260, ON THE
 GC2718'EAST RIGHT-OF-WAY OF STATE ROUTE 141 IN A FLAT ROCK OUTCROP BETWEEN
 GC2718'THE ROAD AND AN ABANDONED RAILROAD BED.
 GC2718'OWNERSHIP--STATE RIGHT-OF-WAY.
 GC2718'
 GC2718'TO REACH THE STATION FROM THE COURTHOUSE IN HARTSVILLE GO
 GC2718'NORTHWEST FOR 0.2 KM (0.1 MI) ON STATE ROUTE 141 TO A BEND.
 GC2718'TURN RIGHT AND GO NORTH FOR 1.1 KM (0.7 MI) ON STATE ROUTE 141 TO
 GC2718'THE JUNCTION OF STATE ROUTE 25.
 GC2718'TURN LEFT AND GO WEST FOR 0.3 KM (0.2 MI) ON STATE ROUTES 141 AND
 GC2718'25 TO A JUNCTION WHERE STATE ROUTE 25 CONTINUES WEST.
 GC2718'TURN RIGHT AND GO NORTH FOR 2.9 KM (1.8 MI) ON STATE ROUTE 141 TO
 GC2718'THE JUNCTION OF STATE ROUTE 260 AND THE STATION ON THE RIGHT.
 GC2718'
 GC2718'THE STATION IS A STANDARD NGS DISK
 GC2718'STAMPED---GPS 10 1987---,
 GC2718'SET INTO A DRILL HOLE IN BEDROCK OUTCROP FLUSH WITH GROUND AND
 GC2718'LEVEL WITH ROAD.  LOCATED
 GC2718'30.8 METERS (101 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 GC2718'STATE ROUTE 260 BRIDGE OVER A CREEK,
 GC2718'27.4 METERS (90 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE ROAD
 GC2718'JUNCTION,
 GC2718'14.0 METERS (46 FT) WEST FROM A FIBERGLASS WITNESS POST IN THE EAST
 GC2718'RIGHT-OF-WAY FENCE,
 GC2718'7.3 METERS (24 FT) EAST FROM THE CENTER OF STATE ROUTE 141.
 GC2718
 GC2718                          STATION RECOVERY (1987)
 GC2718
 GC2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GC2718'RECOVERED IN GOOD CONDITION.
 GC2718
 GC2718                          STATION RECOVERY (1989)
 GC2718
 GC2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GC2718'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF HARTSVILLE,
 GC2718'JUST SOUTHEAST OF THE JUNCTION OF STATE ROUTES 141 AND 260, ON THE
 GC2718'EAST RIGHT-OF-WAY OF STATE ROUTE 141 IN A FLAT OUTCROP BETWEEN THE
 GC2718'ROAD AND AN ABANDONED RAILROAD BED.  OWNERSHIP--TENNESSEE DEPARTMENT
 GC2718'OF TRANSPORTATION, P.O. BOX 23170, NASHVILLE, TN 37202, PHONE
 GC2718'615-741-2158.
 GC2718'TO REACH THE STATION FROM THE COURTHOUSE IN HARTSVILLE GO NORTHWEST
 GC2718'FOR 0.2 KM (0.10 MI) ON STATE ROUTE 141 TO THE JUNCTION OF STATE ROUTE
 GC2718'25.  TURN LEFT AND GO WEST FOR 0.3 KM (0.20 MI) ON STATE ROUTES 141
 GC2718'AND 25 TO A JUNCTION WHERE STATE ROUTE 25 CONTINUES WEST.  TURN RIGHT
 GC2718'AND GO NORTH FOR 2.9 KM (1.80 MI) ON STATE ROUTE 141 TO THE JUNCTION
 GC2718'OF STATE ROUTE 260 AND THE STATION ON THE RIGHT.
 GC2718'THE STATION IS A STANDARD NGS HORIZONTAL DISK STAMPED---GPS 10
 GC2718'1987---, SET INTO A DRILL HOLE IN OUTCROP FLUSH WITH GROUND AND LEVEL
 GC2718'WITH THE ROAD.  LOCATED 30.8 M (101.0 FT) SOUTHEAST OF THE SOUTHEAST
 GC2718'CORNER OF THE STATE ROUTE 260 BRIDGE OVER A CREEK, 27.4 M (89.9 FT)
 GC2718'SOUTH-SOUTHEAST FROM THE CENTER OF THE ROAD JUNCTION, 14.0 M
 GC2718'(45.9 FT) WEST OF A FIBERGLASS WITNESS POST AND 7.3 M (24.0 FT) EAST
 GC2718'FROM THE CENTER OF STATE ROUTE 141.
 GC2718'DESCRIBED BY D.A. CONNERS.
 GC2718
 GC2718                          STATION RECOVERY (1990)
 GC2718
 GC2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GC2718'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF HARTSVILLE,
 GC2718'19.31 KM (12.00 MI) EAST-NORTHEAST OF GALLATIN, 32.18 KM (20.00 MI)
 GC2718'NORTH OF LEBANON IN ROCK OUTCROP ON THE EAST SIDE OF STATE HIGHWAY 141
 GC2718'AND JUST SOUTH OF THE JUNCTION OF STATE HIGHWAY 260.
 GC2718'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX 23107,
 GC2718'NASHVILLE, TN 37202, PHONE 615-741-2158.
 GC2718'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 141
 GC2718'NORTH, ON THE WEST SIDE OF HARTSVILLE, GO NORTH ON STATE HIGHWAY 141
 GC2718'FOR 2.9 KM (1.8 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE
 GC2718'JUNCTION OF STATE HIGHWAY 260.
 GC2718'THE STATION IS LOCATED 30.8 M (101.0 FT) SOUTHEAST OF THE SOUTHEAST
 GC2718'CORNER OF THE EAST ABUTMENT OF THE HIGHWAY 260 BRIDGE OVER A CREEK,
 GC2718'24.6 M (80.7 FT) SOUTH-SOUTHEAST OF THE EAST LEG OF A HIGHWAY SIGN
 GC2718'(WEST 260), 14.0 M (45.9 FT) WEST OF A FIBERGLASS WITNESS POST AND
 GC2718'7.3 M (24.0 FT) EAST OF THE CENTER OF HIGHWAY 141.
 GC2718
 GC2718                          STATION RECOVERY (1991)
 GC2718
 GC2718'RECOVERED 1991
 GC2718'RECOVERED IN GOOD CONDITION.
 GC2718
 GC2718                          STATION RECOVERY (1993)
 GC2718
 GC2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GC2718'THE STATION IS LOCATED ABOUT 32.18 KM (20.00 MI) NORTH OF LEBANON,
 GC2718'19.31 KM (12.00 MI) EAST-NORTHEAST OF GALLATIN, 3.2 KM (2.00 MI)
 GC2718'NORTHWEST OF HARTSVILLE IN BEDROCK ON THE EAST SIDE OF STATE HIGHWAY
 GC2718'141.  OWNERSHIP-- TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX
 GC2718'23107, NASHVILLE TN 37202, PHONE 615-741-2158.
 GC2718'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND 141
 GC2718'NORTH, ON THE WEST SIDE OF HARTSVILLE, GO NORTH ON STATE HIGHWAY 141
 GC2718'FOR 2.9 KM (1.80 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE
 GC2718'JUNCTION OF STATE HIGHWAY 260.
 GC2718'THE STATION IS LOCATED 30.8 M (101.0 FT) SOUTHEAST OF THE SOUTHEAST
 GC2718'CORNER OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER A CREEK, 22.8
 GC2718'M (74.8 FT) SOUTH-SOUTHEAST OF THE EAST LEG OF A HIGHWAY SIGN (WEST
 GC2718'260), 14.0 M (45.9 FT) WEST OF A FIBERGLASS WITNESS POST IN A FENCE
 GC2718'LINE AND 7.3 M (24.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 141.
 GC2718
 GC2718                          STATION RECOVERY (1994)
 GC2718
 GC2718'RECOVERED 1994
 GC2718'RECOVERED IN GOOD CONDITION.
 GC2718
 GC2718                          STATION RECOVERY (1995)
 GC2718
 GC2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2718'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF HARTSVILLE,
 GC2718'JUST SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 141 AND 260, ON THE
 GC2718'EAST RIGHT-OF-WAY OF STATE HIGHWAY 141, IN A FLAT ROCK OUTCROP BETWEEN
 GC2718'THE ROAD AND AN ABANDONED RAILROAD BED.  OWNERSHIP--TENNESSEE
 GC2718'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 GC2718'COURTHOUSE IN HARTSVILLE, GO NORTHWEST FOR 0.2 KM (0.10 MI) ON STATE
 GC2718'HIGHWAY 141 TO A BEND.  TURN RIGHT AND GO NORTH FOR 1.1 KM (0.70 MI)
 GC2718'ON STATE HIGHWAY 141 TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT
 GC2718'AND GO WEST FOR 0.3 KM (0.20 MI) ON STATE HIGHWAY 141, 25 TO A
 GC2718'JUNCTION WHERE STATE HIGHWAY 25 CONTINUES WEST.  TURN RIGHT AND GO
 GC2718'NORTH FOR 2.9 KM (1.80 MI) ON STATE HIGHWAY 141 TO THE JUNCTION OF
 GC2718'STATE HIGHWAY 260 AND THE STATION ON RIGHT.  THE STATION IS SET INTO A
 GC2718'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  LOCATED 88.6 M
 GC2718'(290.7 FT) NORTH-NORTHWEST OF A SIGN (JUNCTION S.R. 141 SOUTH), 31.0 M
 GC2718'(101.7 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HIGHWAY 260
 GC2718'BRIDGE OVER LITTLE GOOSE CREEK, 27.6 M (90.6 FT) SOUTH-SOUTHEAST OF
 GC2718'THE APPROXIMATE CENTER OF THE JUNCTION OF STATE HIGHWAYS 141 AND 260,
 GC2718'22.8 M (74.8 FT) SOUTH-SOUTHEAST OF A SIGN (JUNCTION S.R. 260 WEST),
 GC2718'7.3 M (24.0 FT) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF HIGHWAY
 GC2718'141 AND 7.06 M (23.16 FT) WEST-SOUTHWEST OF AN ORANGE WITNESS POST SET
 GC2718'AT A WOODEN FENCE.
 GC2718
 GC2718                          STATION RECOVERY (2003)
 GC2718
 GC2718'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2718'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2719 ***********************************************************************
 GC2719  FBN         -  This is a Federal Base Network Control Station.
 GC2719  DESIGNATION -  GPS 11
 GC2719  PID         -  GC2719
 GC2719  STATE/COUNTY-  TN/ROBERTSON
 GC2719  USGS QUAD   -  WHITE HOUSE (1981)
 GC2719
 GC2719                         *CURRENT SURVEY CONTROL
 GC2719  ___________________________________________________________________
 GC2719* NAD 83(1995)-  36 25 03.03384(N)    086 43 02.18380(W)     ADJUSTED  
 GC2719* NAVD 88     -       250.35   (meters)     821.4    (feet)  N HEIGHT  
 GC2719  ___________________________________________________________________
 GC2719  X           -     294,263.878 (meters)                     COMP
 GC2719  Y           -  -5,130,377.002 (meters)                     COMP
 GC2719  Z           -   3,765,703.343 (meters)                     COMP
 GC2719  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2719  ELLIP HEIGHT-         220.73  (meters)          (08/03/04) GPS OBS
 GC2719  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2719  DYNAMIC HT  -         250.14  (meters)     820.7   (feet)  COMP
 GC2719  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 GC2719
 GC2719  HORZ ORDER  -  B
 GC2719  VERT ORDER  -  THIRD
 GC2719  ELLP ORDER  -  FOURTH    CLASS I
 GC2719
 GC2719.The horizontal coordinates were established by GPS observations
 GC2719.and adjusted by the National Geodetic Survey in September 1994..
 GC2719
 GC2719.The orthometric height was determined by differential leveling
 GC2719.and adjusted by the National Geodetic Survey in August 1996..
 GC2719.WARNING-GPS observations at this control monument resulted in a GPS
 GC2719.derived orthometric height which differed from the leveled height by
 GC2719.more than one decimeter (0.1 meter).
 GC2719
 GC2719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2719
 GC2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2719
 GC2719.The ellipsoidal height was determined by GPS observations
 GC2719.and is referenced to NAD 83.
 GC2719
 GC2719.The geoid height was determined by GEOID03.
 GC2719
 GC2719.The dynamic height is computed by dividing the NAVD 88
 GC2719.geopotential number by the normal gravity value computed on the
 GC2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2719.degrees latitude (g = 980.6199 gals.).
 GC2719
 GC2719.The modeled gravity was interpolated from observed gravity values.
 GC2719
 GC2719;                    North         East     Units Scale Factor Converg.
 GC2719;SPC TN       -   231,477.921   535,671.167   MT  1.00000015   -0 25 11.7
 GC2719;SPC TN       -   759,440.48  1,757,447.82   sFT  1.00000015   -0 25 11.7
 GC2719;UTM  16      - 4,030,295.092   525,346.528   MT  0.99960792   +0 10 04.2
 GC2719
 GC2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2719!SPC TN       -   0.99996536  x   1.00000015  =   0.99996551
 GC2719!UTM  16      -   0.99996536  x   0.99960792  =   0.99957329
 GC2719
 GC2719                          SUPERSEDED SURVEY CONTROL
 GC2719
 GC2719  ELLIP H (09/07/94)  220.75   (m)                       GP(       ) 4 1
 GC2719  NAD 83(1995)-  36 25 03.03587(N)    086 43 02.18860(W) AD(       ) B
 GC2719  ELLIP H (09/07/90)  220.72   (m)                       GP(       ) 4 1
 GC2719  NAD 83(1986)-  36 25 03.04384(N)    086 43 02.18954(W) AD(       ) 1
 GC2719  NAVD 88 (09/07/94)  250.35   (m)          821.4    (f) LEVELING    3  
 GC2719  NGVD 29 (??/??/??)  250.41   (m)          821.6    (f) N HEIGHT    3  
 GC2719
 GC2719.Superseded values are not recommended for survey control.
 GC2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2719.See file dsdata.txt to determine how the superseded data were derived.
 GC2719
 GC2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2534730295(NAD 83)
 GC2719_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2719_SETTING: 66 = SET IN ROCK OUTCROP
 GC2719_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GC2719_STAMPING: GPS 11 1987
 GC2719_MARK LOGO: NGS   
 GC2719_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2719+STABILITY: POSITION/ELEVATION WELL
 GC2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2719+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 GC2719
 GC2719  HISTORY     - Date     Condition        Report By
 GC2719  HISTORY     - 1987     MONUMENTED       NGS
 GC2719  HISTORY     - 1987     GOOD             NGS
 GC2719  HISTORY     - 19890410 GOOD             NGS
 GC2719  HISTORY     - 19901219 GOOD             NGS
 GC2719  HISTORY     - 19910201 GOOD
 GC2719  HISTORY     - 19931013 GOOD             NGS
 GC2719  HISTORY     - 19940124 GOOD
 GC2719  HISTORY     - 19950612 GOOD             NGS
 GC2719  HISTORY     - 20031010 GOOD             TNDT
 GC2719  HISTORY     - 20050713 GOOD             COMPDA
 GC2719
 GC2719                          STATION DESCRIPTION
 GC2719
 GC2719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2719'THE STATION IS LOCATED ABOUT 29.0 KM (18 MI)
 GC2719'NORTH OF NASHVILLE, AT THE JUNCTION OF INTERSTATE 65 AND STATE
 GC2719'ROUTE 257 (EXIT 104 BETHEL ROAD).
 GC2719'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GC2719'
 GC2719'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 65 AND STATE
 GC2719'ROUTE 257 (EXIT 104 BETHEL ROAD) IN A BEDROCK OUTCROP ON THE EAST
 GC2719'RIGHT-OF-WAY OF INTERSTATE 65, JUST NORTH OF THE STATE ROUTE 257
 GC2719'OVERPASS BRIDGE.
 GC2719'
 GC2719'THE STATION IS A STANDARD NGS DISK
 GC2719'STAMPED---GPS 11 1987---,
 GC2719'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 2.7 METERS (9
 GC2719'FT) BY 1.8 METERS (6 FT) WHICH IS FLAT ON TOP AND PROJECTS 0.9
 GC2719'METERS (3 FT) ON ITS WEST SIDE.  LOCATED
 GC2719'16.5 METERS (54 FT) NORTH FROM THE CENTERLINE OF THE STATE ROUTE
 GC2719'257 BRIDGE,
 GC2719'13.1 METERS (43 FT) EAST FROM THE EAST EDGE OF THE INTERSTATE 65
 GC2719'PAVEMENT, AND 1.8 METERS (6 FT) ABOVE SAME,
 GC2719'12.2 METERS (40 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE EAST
 GC2719'ABUTMENT OF THE OVERPASS BRIDGE,
 GC2719'1.4 METERS (4.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GC2719
 GC2719                          STATION RECOVERY (1987)
 GC2719
 GC2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GC2719'RECOVERED IN GOOD CONDITION.
 GC2719
 GC2719                          STATION RECOVERY (1989)
 GC2719
 GC2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GC2719'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) NORTH OF NASHVILLE, AT
 GC2719'THE JUNCTION OF INTERSTATE HIGHWAY 65 AND STATE HIGHWAY 257 (EXIT 104
 GC2719'BETHEL ROAD).  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O.
 GC2719'BOX 23170, NASHVILLE, TN 37202, PHONE 615-741-2158.
 GC2719'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 AND STATE
 GC2719'HIGHWAY 257 IN RIDGETOP, GO EAST ON STATE HIGHWAY 257 FOR 5.6 KM
 GC2719'(3.50 MI) TO BRIDGE OVER INTERSTATE HIGHWAY 65 AND THE STATION ON THE
 GC2719'LEFT.
 GC2719'THE STATION IS A STANDARD NGS HORIZONTAL DISK STAMPED---GPS 11
 GC2719'1987---, SET INTO A DRILL HOLE IN OUTCROP MEASURING 2.7 M (8.9 FT) BY
 GC2719'1.8 M (5.9 FT) WHICH IS FLAT ON TOP AND PROJECTS 0.9 M (3.0 FT) ON ITS
 GC2719'WEST SIDE.  LOCATED 16.5 M (54.1 FT) NORTH OF THE CENTERLINE OF THE
 GC2719'STATE HIGHWAY 257 BRIDGE.
 GC2719'DESCRIBED BY D.A. CONNERS
 GC2719
 GC2719                          STATION RECOVERY (1990)
 GC2719
 GC2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GC2719'THE STATION IS LOCATED ABOUT 6.43 KM (4.00 MI) EAST-NORTHEAST OF
 GC2719'RIDGETOP, 29.0 KM (18.0 MI) NORTH OF NASHVILLE AND ON THE EAST SIDE
 GC2719'OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 65.
 GC2719'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX 23107,
 GC2719'NASHVILLE, TN 37202, PHONE 615-741-2158.
 GC2719'THE STATION IS LOCATED AT THE JUNCTION OF THE NORTHBOUND LANE OF
 GC2719'INTERSTATE 65 AND THE EXIT RAMP OF EXIT 104 (BETHEL ROAD) LOCATED
 GC2719'ABOUT 6.43 KM (4.00 MI) EAST-NORTHEAST OF RIDGETOP.
 GC2719'THE STATION IS LOCATED IN ROCK OUTCROP ABOUT 2.4 M (7.9 FT) ABOVE THE
 GC2719'INTERSTATE JUST NORTH OF THE STATE HIGHWAY 257 OVERPASS BRIDGE AND
 GC2719'SOUTHEAST OF THE EXIT SPEED SIGN (EXIT SPEED 30 M.P.H.), 13.1 M
 GC2719'(43.0 FT) EAST OF THE EAST EDGE OF THE NORTHBOUND LANE OF INTERSTATE
 GC2719'65 (A SLOPE MEASUREMENT), 12.8 M (42.0 FT) SOUTHEAST OF THE EAST LEG
 GC2719'OF THE EXIT 104 SPEED LIMIT SIGN, 12.2 M (40.0 FT) NORTHWEST OF THE
 GC2719'NORTHWEST CORNER OF THE EAST ABUTMENT OF THE OVERPASS BRIDGE (A SLOPE
 GC2719'MEASUREMENT) AND 1.4 M (4.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 GC2719
 GC2719                          STATION RECOVERY (1991)
 GC2719
 GC2719'RECOVERED 1991
 GC2719'RECOVERED IN GOOD CONDITION.
 GC2719
 GC2719                          STATION RECOVERY (1993)
 GC2719
 GC2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GC2719'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) NORTH OF NASHVILLE,
 GC2719'6.43 KM (4.00 MI) EAST-NORTHEAST OF RIDGETOP IN ROCK OUTCROP ON THE
 GC2719'EAST SIDE OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 65.
 GC2719'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX 23107,
 GC2719'NASHVILLE TN 37202, PHONE 615-741-2158.
 GC2719'TO REACH THE STATION FROM THE CENTER OF NASHVILLE, GO NORTH ON
 GC2719'INTERSTATE HIGHWAY 65 FOR 29.0 KM (18.00 MI) TO THE STATION ON THE
 GC2719'RIGHT AT THE EXIT RAMP OF EXIT 104 (BETHEL ROAD).
 GC2719'THE STATION IS 2.4 M (7.9 FT) ABOVE THE LEVEL OF THE HIGHWAY. LOCATED
 GC2719'13.1 M (43.0 FT) EAST OF THE EAST EDGE OF THE NORTHBOUND LANE OF THE
 GC2719'HIGHWAY (A SLOPE MEASUREMENT), 12.8 M (42.0 FT) SOUTHEAST OF THE LEG
 GC2719'OF THE EXIT 104 SPEED LIMIT SIGN, 12.2 M (40.0 FT) NORTHWEST OF THE
 GC2719'NORTHWEST CORNER OF THE EAST ABUTMENT OF THE OVERPASS BRIDGE ( A
 GC2719'SLOPE MEASUREMENT) 1.4 M (4.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 GC2719
 GC2719                          STATION RECOVERY (1994)
 GC2719
 GC2719'RECOVERED 1994
 GC2719'RECOVERED IN GOOD CONDITION.
 GC2719
 GC2719                          STATION RECOVERY (1995)
 GC2719
 GC2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2719'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) NORTH OF NASHVILLE,
 GC2719'6.44 KM (4.00 MI) EAST-NORTHEAST OF RIDGETOP, AT THE JUNCTION OF
 GC2719'INTERSTATE HIGHWAY 65 AND STATE HIGHWAY 257 (BETHEL ROAD, EXIT 104),
 GC2719'IN ROCK OUTCROP ON THE EAST SIDE OF THE NORTHBOUND LANE OF INTERSTATE
 GC2719'HIGHWAY 65.  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O.
 GC2719'BOX 23107, NASHVILLE TN 37202, PHONE 615-741-2158.  THE STATION IS 2.4
 GC2719'M (7.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.  LOCATED 13.1 M (43.0 FT)
 GC2719'EAST OF THE EAST EDGE OF THE NORTHBOUND LANE OF THE HIGHWAY (SLOPE
 GC2719'MEASUREMENT), 12.8 M (42.0 FT) SOUTHEAST OF THE LEG OF THE EXIT 104
 GC2719'SPEED LIMIT SIGN, 12.2 M (40.0 FT) NORTHWEST OF THE NORTHWEST CORNER
 GC2719'OF THE EAST ABUTMENT OF THE OVERPASS BRIDGE (SLOPE MEASUREMENT) AND
 GC2719'1.4 M (4.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 GC2719
 GC2719                          STATION RECOVERY (2003)
 GC2719
 GC2719'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2719'RECOVERED AS DESCRIBED.
 GC2719
 GC2719                          STATION RECOVERY (2005)
 GC2719
 GC2719'RECOVERY NOTE BY COMPASSDATA INC 2005 (RL)
 GC2719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2720 ***********************************************************************
 GC2720  CBN         -  This is a Cooperative Base Network Control Station.
 GC2720  DESIGNATION -  GPS 12
 GC2720  PID         -  GC2720
 GC2720  STATE/COUNTY-  TN/ROBERTSON
 GC2720  USGS QUAD   -  PLEASANT VIEW (1983)
 GC2720
 GC2720                         *CURRENT SURVEY CONTROL
 GC2720  ___________________________________________________________________
 GC2720* NAD 83(1995)-  36 26 56.15662(N)    087 05 55.14863(W)     ADJUSTED  
 GC2720* NAVD 88     -       212.51   (meters)     697.2    (feet)  N HEIGHT  
 GC2720  ___________________________________________________________________
 GC2720  X           -     260,001.820 (meters)                     COMP
 GC2720  Y           -  -5,130,123.571 (meters)                     COMP
 GC2720  Z           -   3,768,486.482 (meters)                     COMP
 GC2720  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GC2720  ELLIP HEIGHT-         183.10  (meters)          (08/03/04) GPS OBS
 GC2720  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2720  DYNAMIC HT  -         212.33  (meters)     696.6   (feet)  COMP
 GC2720  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC2720
 GC2720  HORZ ORDER  -  B
 GC2720  VERT ORDER  -  THIRD
 GC2720  ELLP ORDER  -  FOURTH    CLASS I
 GC2720
 GC2720.The horizontal coordinates were established by GPS observations
 GC2720.and adjusted by the National Geodetic Survey in December 1995..
 GC2720
 GC2720.The orthometric height was determined by differential leveling
 GC2720.and adjusted by the National Geodetic Survey in August 1996..
 GC2720.The height was determined by precise leveling from only one NSRS
 GC2720.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GC2720.allowed ONLY to validate the GPS-derived height.
 GC2720
 GC2720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2720
 GC2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2720
 GC2720.The ellipsoidal height was determined by GPS observations
 GC2720.and is referenced to NAD 83.
 GC2720
 GC2720.The geoid height was determined by GEOID03.
 GC2720
 GC2720.The dynamic height is computed by dividing the NAVD 88
 GC2720.geopotential number by the normal gravity value computed on the
 GC2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2720.degrees latitude (g = 980.6199 gals.).
 GC2720
 GC2720.The modeled gravity was interpolated from observed gravity values.
 GC2720
 GC2720;                    North         East     Units Scale Factor Converg.
 GC2720;SPC TN       -   235,281.953   501,507.416   MT  1.00000588   -0 38 35.5
 GC2720;SPC TN       -   771,920.87  1,645,362.25   sFT  1.00000588   -0 38 35.5
 GC2720;UTM  16      - 4,033,748.010   491,159.359   MT  0.99960096   -0 03 31.0
 GC2720
 GC2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2720!SPC TN       -   0.99997126  x   1.00000588  =   0.99997714
 GC2720!UTM  16      -   0.99997126  x   0.99960096  =   0.99957224
 GC2720
 GC2720                          SUPERSEDED SURVEY CONTROL
 GC2720
 GC2720  ELLIP H (12/14/95)  182.87   (m)                       GP(       ) 1 2
 GC2720  NAD 83(1995)-  36 26 56.15835(N)    087 05 55.15291(W) AD(       ) B
 GC2720  ELLIP H (09/07/90)  182.83   (m)                       GP(       ) 4 1
 GC2720  NAVD 88 (08/03/04)  212.51   (m)          697.2    (f) LEVELING    3  
 GC2720  NAVD 88 (12/14/95)  212.30   (m)          696.5    (f) LEVELING    3  
 GC2720  NGVD 29 (??/??/??)  212.57   (m)          697.4    (f) N HEIGHT    3  
 GC2720
 GC2720.Superseded values are not recommended for survey control.
 GC2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2720.See file dsdata.txt to determine how the superseded data were derived.
 GC2720
 GC2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9115933748(NAD 83)
 GC2720_MARKER: I = METAL ROD
 GC2720_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2720_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2720_STAMPING: GPS 12 1987
 GC2720_MARK LOGO: NGS   
 GC2720_PROJECTION: FLUSH
 GC2720_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GC2720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2720+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2720_ROD/PIPE-DEPTH: 7.30 meters
 GC2720_SLEEVE-DEPTH  : 0.90 meters
 GC2720
 GC2720  HISTORY     - Date     Condition        Report By
 GC2720  HISTORY     - 1987     MONUMENTED       NGS
 GC2720  HISTORY     - 1987     GOOD             NGS
 GC2720  HISTORY     - 19890524 GOOD
 GC2720  HISTORY     - 19901219 GOOD             NGS
 GC2720  HISTORY     - 19910129 GOOD
 GC2720  HISTORY     - 19930420 GOOD             NOS
 GC2720  HISTORY     - 19950615 GOOD             NGS
 GC2720  HISTORY     - 20031010 GOOD             TNDT
 GC2720
 GC2720                          STATION DESCRIPTION
 GC2720
 GC2720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2720'THE STATION IS LOCATED ABOUT 43.5 KM (27 MI)
 GC2720'NORTHWEST OF NASHVILLE,
 GC2720'24.1 KM (15 MI) EAST-SOUTHEAST OF CLARKSVILLE, AT THE JUNCTION OF
 GC2720'INTERSTATE 24 AND STATE ROUTE 256 (EXIT 19).
 GC2720'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GC2720'
 GC2720'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 24 AND STATE
 GC2720'ROUTE 256 (EXIT 19), IN THE SOUTHEAST QUADRANT OF THE INTERCHANGE.
 GC2720'
 GC2720'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 7.3 METERS
 GC2720'(24 FT).  THE LOGO CAP IS STAMPED---GPS 12 1987---, AND A RAILROAD
 GC2720'SPIKE IS SET IN THE CONCRETE.  LOCATED 124.3 METERS (408 FT)
 GC2720'SOUTHEAST FROM SOUTHEAST CORNER OF THE OVERPASS BRIDGE, 20.9 METERS
 GC2720'(68.5 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE EASTBOUND
 GC2720'INTERSTATE 24 PAVEMENT, 86.6 METERS (284 FT) NORTHEAST FROM A
 GC2720'CULVERT HEADWALL UNDER THE ENTRANCE RAMP, 30.6 METERS (100.5 FT)
 GC2720'NORTHEAST FROM THE CENTER OF A CONCRETE DITCH, 0.3 METERS (1.0 FT)
 GC2720'NORTHWEST FROM A FIBERGLASS WITNESS POST.
 GC2720
 GC2720                          STATION RECOVERY (1987)
 GC2720
 GC2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GC2720'RECOVERED IN GOOD CONDITION.
 GC2720
 GC2720                          STATION RECOVERY (1989)
 GC2720
 GC2720'RECOVERED 1989
 GC2720'RECOVERED IN GOOD CONDITION.
 GC2720
 GC2720                          STATION RECOVERY (1990)
 GC2720
 GC2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GC2720'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) EAST-SOUTHEAST OF
 GC2720'CLARKSVILLE, 43.5 KM (27.0 MI) NORTHWEST OF NASHVILLE AND ON THE
 GC2720'SOUTH SIDE OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY 24.
 GC2720'OWNERSHIP--TENESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX 23107,
 GC2720'NASHVILLE, TN 37202, PHONE 615-741-2158.
 GC2720'TO REACH THE STATION FROM THE JUNCTION OF THE NORTHEAST END OF THE
 GC2720'STATE HIGHWAY 256 OVERPASS BRIDGE OVER INTERSTATE HIGHWAY 24 (EXIT
 GC2720'19)AND THE STATE HIGHWAY 256 ENTRANCE RAMP LEADING TO INTERSTATE 24,
 GC2720'ABOUT 24.1 KM (15.0 MI) EAST-SOUTHEAST OF CLARKSVILLE, GO NORTHWEST
 GC2720'ALONG THE ENTRANCE RAMP TO ITS JUNCTION OF THE INTERSTATE, GO
 GC2720'NORTHWEST ON INTERSTATE 24 FOR 4.26 KM (2.65 MI) TO AN OFFICAL USE
 GC2720'TURN-AROUND, TURN LEFT TO THE EASTBOUND LANE OF INTERSTATE 24, TURN
 GC2720'LEFT, SOUTHEAST, ON THE EASTBOUND LANE OF INTERSTATE 24 FOR 4.26 KM
 GC2720'(2.65 MI) TO THE STATE HIGHWAY 256 OVERPASS BRIDGE (EXIT 19),
 GC2720'CONTINUE AHEAD ON THE INTERSTATE FOR 0.16 KM (0.10 MI) TO THE STATION
 GC2720'ON RIGHT.
 GC2720'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF THE EASTBOUND LANE OF
 GC2720'INTERSTATE 24, 0.16 KM (0.10 MI) SOUTHEAST OF THE STATE HIGHWAY 256
 GC2720'OVERPASS BRIDGE (EXIT 19), 86.6 M (284.1 FT) NORTHEAST OF THE
 GC2720'HEADWALL OF A CULVERT UNDER THE ENTRANCE RAMP, 30.6 M (100.4 FT)
 GC2720'NORTHEAST OF THE CENTER OF A CONCRETE DITCH, 20.9 M (68.6 FT)
 GC2720'SOUTHWEST OF THE SOUTHWEST EDGE OF INTERSTATE 24 AND 0.3 M (1.0 FT)
 GC2720'NORTHWEST OF A FIBERGLASS WITNESS POST.
 GC2720
 GC2720                          STATION RECOVERY (1991)
 GC2720
 GC2720'RECOVERED 1991
 GC2720'RECOVERED IN GOOD CONDITION.
 GC2720
 GC2720                          STATION RECOVERY (1993)
 GC2720
 GC2720'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 GC2720'RECOVERED AS DESCRIBED.
 GC2720
 GC2720                          STATION RECOVERY (1995)
 GC2720
 GC2720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2720'THE STATION IS LOCATED ABOUT 43.5 KM (27.00 MI) NORTHWEST OF
 GC2720'NASHVILLE, 24.1 KM (14.95 MI) EAST-SOUTHEAST OF CLARKSVILLE, AT THE
 GC2720'JUNCTION OF INTERSTATE HIGHWAY 24 AND STATE ROUTE 256 (EXIT 19), IN
 GC2720'THE SOUTHEAST QUADRANT OF THE INTERCHANGE.  OWNERSHIP--HIGHWAY
 GC2720'RIGHT-OF-WAY.  LOCATED 124.3 M (407.8 FT) SOUTHEAST FROM THE SOUTHEAST
 GC2720'CORNER OF THE OVERPASS BRIDGE, 20.9 M (68.6 FT) SOUTHWEST FROM THE
 GC2720'SOUTHWEST EDGE OF THE EASTBOUND INTERSTATE HIGHWAY 24 PAVEMENT, 86.6 M
 GC2720'(284.1 FT) NORTHEAST FROM A CULVERT HEADWALL UNDER THE ENTRANCE RAMP,
 GC2720'30.6 M (100.4 FT) NORTHEAST FROM THE CENTER OF A CONCRETE DITCH, 0.3 M
 GC2720'(1.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS
 GC2720'SET IN THE CONCRETE.
 GC2720
 GC2720                          STATION RECOVERY (2003)
 GC2720
 GC2720'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2720'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2721 ***********************************************************************
 GC2721  FBN         -  This is a Federal Base Network Control Station.
 GC2721  DESIGNATION -  GPS 13
 GC2721  PID         -  GC2721
 GC2721  STATE/COUNTY-  TN/MONTGOMERY
 GC2721  USGS QUAD   -  PALMYRA (1983)
 GC2721
 GC2721                         *CURRENT SURVEY CONTROL
 GC2721  ___________________________________________________________________
 GC2721* NAD 83(1995)-  36 26 12.08662(N)    087 28 39.59121(W)     ADJUSTED  
 GC2721* NAVD 88     -       134.10   (meters)     440.0    (feet)  N HEIGHT  
 GC2721  ___________________________________________________________________
 GC2721  X           -     226,093.324 (meters)                     COMP
 GC2721  Y           -  -5,132,474.341 (meters)                     COMP
 GC2721  Z           -   3,767,347.066 (meters)                     COMP
 GC2721  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 GC2721  ELLIP HEIGHT-         104.64  (meters)          (08/03/04) GPS OBS
 GC2721  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2721  DYNAMIC HT  -         133.99  (meters)     439.6   (feet)  COMP
 GC2721  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 GC2721
 GC2721  HORZ ORDER  -  B
 GC2721  VERT ORDER  -  THIRD
 GC2721  ELLP ORDER  -  FOURTH    CLASS I
 GC2721
 GC2721.The horizontal coordinates were established by GPS observations
 GC2721.and adjusted by the National Geodetic Survey in September 1994..
 GC2721
 GC2721.The orthometric height was determined by differential leveling
 GC2721.and adjusted by the National Geodetic Survey in August 1996..
 GC2721.WARNING-GPS observations at this control monument resulted in a GPS
 GC2721.derived orthometric height which differed from the leveled height by
 GC2721.more than one decimeter (0.1 meter).
 GC2721
 GC2721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2721
 GC2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2721
 GC2721.The ellipsoidal height was determined by GPS observations
 GC2721.and is referenced to NAD 83.
 GC2721
 GC2721.The geoid height was determined by GEOID03.
 GC2721
 GC2721.The dynamic height is computed by dividing the NAVD 88
 GC2721.geopotential number by the normal gravity value computed on the
 GC2721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2721.degrees latitude (g = 980.6199 gals.).
 GC2721
 GC2721.The modeled gravity was interpolated from observed gravity values.
 GC2721
 GC2721;                    North         East     Units Scale Factor Converg.
 GC2721;SPC TN       -   234,370.897   467,511.300   MT  1.00000361   -0 51 54.3
 GC2721;SPC TN       -   768,931.85  1,533,826.66   sFT  1.00000361   -0 51 54.3
 GC2721;UTM  16      - 4,032,491.602   457,187.709   MT  0.99962258   -0 17 01.3
 GC2721
 GC2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2721!SPC TN       -   0.99998358  x   1.00000361  =   0.99998719
 GC2721!UTM  16      -   0.99998358  x   0.99962258  =   0.99960616
 GC2721
 GC2721                          SUPERSEDED SURVEY CONTROL
 GC2721
 GC2721  ELLIP H (12/14/95)  104.65   (m)                       GP(       ) 1 2
 GC2721  ELLIP H (09/30/94)  104.62   (m)                       GP(       ) 4 2
 GC2721  ELLIP H (09/07/94)  104.65   (m)                       GP(       ) 4 1
 GC2721  NAD 83(1995)-  36 26 12.08740(N)    087 28 39.59526(W) AD(       ) B
 GC2721  ELLIP H (09/07/90)  104.62   (m)                       GP(       ) 4 1
 GC2721  NAD 83(1986)-  36 26 12.09761(N)    087 28 39.59725(W) AD(       ) 1
 GC2721  NAVD 88 (09/07/94)  134.10   (m)          440.0    (f) LEVELING    3  
 GC2721  NGVD 29 (??/??/??)  134.16   (m)          440.2    (f) N HEIGHT    3  
 GC2721
 GC2721.Superseded values are not recommended for survey control.
 GC2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2721.See file dsdata.txt to determine how the superseded data were derived.
 GC2721
 GC2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF5718832492(NAD 83)
 GC2721_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2721_SETTING: 66 = SET IN ROCK OUTCROP
 GC2721_SP_SET: IN DRILL HOLE IN BEDROCK
 GC2721_STAMPING: GPS 13 1987
 GC2721_MARK LOGO: NGS   
 GC2721_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2721+STABILITY: POSITION/ELEVATION WELL
 GC2721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2721+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2721
 GC2721  HISTORY     - Date     Condition        Report By
 GC2721  HISTORY     - 1987     MONUMENTED       NGS
 GC2721  HISTORY     - 1987     GOOD             NGS
 GC2721  HISTORY     - 19890410 GOOD             NGS
 GC2721  HISTORY     - 19930420 GOOD             NOS
 GC2721  HISTORY     - 19931013 GOOD             NGS
 GC2721  HISTORY     - 19940125 GOOD
 GC2721  HISTORY     - 19950613 GOOD             NGS
 GC2721  HISTORY     - 20031010 GOOD             TNDT
 GC2721
 GC2721                          STATION DESCRIPTION
 GC2721
 GC2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2721'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 GC2721'SOUTH OF CLARKSVILLE, AT PALMYRA, ON THE STATE ROUTE 149
 GC2721'RIGHT-OF-WAY,
 GC2721'0.5 KM (0.3 MI) EAST OF THE EAST END OF THE STATE ROUTE 149 BRIDGE
 GC2721'OVER A CREEK.
 GC2721'OWNERSHIP--STATE RIGHT-OF-WAY
 GC2721'
 GC2721'THE STATION IS LOCATED AT PALMYRA IN A ROCK CUT ON THE SOUTH
 GC2721'RIGHT-OF-WAY OF STATE ROUTE 149 IN FRONT OF THE PALMYRA 149 MARKET
 GC2721'(A CONVENIENCE STORE).
 GC2721'
 GC2721'THE STATION IS A STANDARD NGS DISK
 GC2721'STAMPED---GPS 13 1987---,
 GC2721'SET INTO A DRILL HOLE IN BEDROCK OUTCROP 15.3 METERS (50.3 FT)
 GC2721'SOUTH OF THE ROAD CENTER AND 1.2 METERS (4 FT) ABOVE SAME.  LOCATED
 GC2721'29.6 METERS (97 FT) EAST FROM THE CENTER OF THE GRAVEL MARKET
 GC2721'ENTRANCE DRIVE,
 GC2721'25.1 METERS (82.5 FT) NORTH FROM A FLAGPOLE,
 GC2721'1.5 METERS (5 FT) SOUTH FROM THE OF THE CUT,
 GC2721'0.3 METERS (1.1 FT) EAST FROM A STEEL WITNESS POST.
 GC2721
 GC2721                          STATION RECOVERY (1987)
 GC2721
 GC2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GC2721'RECOVERED IN GOOD CONDITION.
 GC2721
 GC2721                          STATION RECOVERY (1989)
 GC2721
 GC2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GC2721'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF CLARKSVILLE,
 GC2721'IN PALMYRA, ON STATE HIGHWAY 149 RIGHT-OF-WAY.  OWNERSHIP--TENNESSEE
 GC2721'DEPARTMENT OF TRANSPORTATION, P.O. BOX 23170, NASHVILLE, TN 37202,
 GC2721'PHONE 615-741-2158.
 GC2721'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 13, 48 AND 149
 GC2721'IN STEELES, TENNESSEE, GO SOUTHWEST ON STATE ROAD 149 FOR 10.1 KM
 GC2721'(6.30 MI) TO THE STATION ON THE LEFT IN FRONT OF THE PALMYRA 149
 GC2721'MARKET
 GC2721'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED---GPS 11
 GC2721'1987---, SET INTO A DRILL HOLE IN OUTCROP AND ABOUT 1.2 M (3.9 FT)
 GC2721'ABOVE THE ROAD.  LOCATED 29.6 M (97.1 FT) EAST OF THE CENTER OF THE
 GC2721'GRAVEL ENTRANCE DRIVE OF THE 149 MARKET, 25.1 M (82.3 FT) NORTH OF THE
 GC2721'FLAG POLE OF THE MARKET, 15.3 M (50.2 FT) SOUTH OF THE CENTER OF THE
 GC2721'ROAD AND 0.3 M (1.0 FT) EAST OF A STEEL WITNESS POST.
 GC2721'DESCRIBED BY D.A. CONNERS.
 GC2721
 GC2721                          STATION RECOVERY (1993)
 GC2721
 GC2721'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 GC2721'RECOVERED AS DESCRIBED.
 GC2721
 GC2721                          STATION RECOVERY (1993)
 GC2721
 GC2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GC2721'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF CLARKSVILLE,
 GC2721'10.0 KM (6.20 MI) SOUTHWEST OF STEELES, IN PALMYRA, ON STATE HIGHWAY
 GC2721'149 RIGHT-OF-WAY.  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION,
 GC2721'P.O. BOX 23107, NASHVILLE TN 37202, PHONE 615-741-2158.
 GC2721'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 48 AND
 GC2721'149 IN STEELES, GO SOUTHWEST ON STATE HIGHWAY 149 FOR 10.1 KM
 GC2721'(6.25 MI) TO THE STATION ON THE LEFT IN FRONT OF THE PALMYRA 149
 GC2721'MARKET.
 GC2721'THE STATION IS SET IN A ROCK OUTCROP 1.2 M (3.9 FT) ABOVE THE LEVEL OF
 GC2721'THE HIGHWAY.  LOCATED 29.6 M (97.1 FT) EAST OF THE CENTER OF THE
 GC2721'GRAVEL ENTRANCE DRIVE OF THE 149 MARKET, 25.1 M (82.3 FT) NORTH OF
 GC2721'THE FLAG POLE OF THE MARKET, 15.3 M (50.2 FT) SOUTH OF THE CENTERLINE
 GC2721'OF THE HIGHWAY AND 0.3 M (1.0 FT) EAST OF A STEEL WITNESS POST.
 GC2721
 GC2721                          STATION RECOVERY (1994)
 GC2721
 GC2721'RECOVERED 1994
 GC2721'RECOVERED IN GOOD CONDITION.
 GC2721
 GC2721                          STATION RECOVERY (1995)
 GC2721
 GC2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2721'RECOVERED AS DESCRIBED.
 GC2721
 GC2721                          STATION RECOVERY (2003)
 GC2721
 GC2721'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2721'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2722 ***********************************************************************
 GC2722  CBN         -  This is a Cooperative Base Network Control Station.
 GC2722  DESIGNATION -  GPS 14
 GC2722  PID         -  GC2722
 GC2722  STATE/COUNTY-  TN/STEWART
 GC2722  USGS QUAD   -  STANDING ROCK (1986)
 GC2722
 GC2722                         *CURRENT SURVEY CONTROL
 GC2722  ___________________________________________________________________
 GC2722* NAD 83(1995)-  36 27 55.87137(N)    087 59 17.61954(W)     ADJUSTED  
 GC2722* NAVD 88     -       144.06   (meters)     472.6    (feet)  N HEIGHT  
 GC2722  ___________________________________________________________________
 GC2722  X           -     180,282.978 (meters)                     COMP
 GC2722  Y           -  -5,132,394.088 (meters)                     COMP
 GC2722  Z           -   3,769,926.540 (meters)                     COMP
 GC2722  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 GC2722  ELLIP HEIGHT-         115.07  (meters)          (08/03/04) GPS OBS
 GC2722  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC2722  DYNAMIC HT  -         143.94  (meters)     472.2   (feet)  COMP
 GC2722  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 GC2722
 GC2722  HORZ ORDER  -  B
 GC2722  VERT ORDER  -  THIRD
 GC2722  ELLP ORDER  -  FOURTH    CLASS I
 GC2722
 GC2722.The horizontal coordinates were established by GPS observations
 GC2722.and adjusted by the National Geodetic Survey in December 1995..
 GC2722
 GC2722.The orthometric height was determined by differential leveling
 GC2722.and adjusted by the National Geodetic Survey in August 1996..
 GC2722.The height was determined by precise leveling from only one NSRS
 GC2722.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GC2722.allowed ONLY to validate the GPS-derived height.
 GC2722
 GC2722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2722
 GC2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2722
 GC2722.The ellipsoidal height was determined by GPS observations
 GC2722.and is referenced to NAD 83.
 GC2722
 GC2722.The geoid height was determined by GEOID03.
 GC2722
 GC2722.The dynamic height is computed by dividing the NAVD 88
 GC2722.geopotential number by the normal gravity value computed on the
 GC2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2722.degrees latitude (g = 980.6199 gals.).
 GC2722
 GC2722.The modeled gravity was interpolated from observed gravity values.
 GC2722
 GC2722;                    North         East     Units Scale Factor Converg.
 GC2722;SPC TN       -   238,379.917   421,804.201   MT  1.00000903   -1 09 50.4
 GC2722;SPC TN       -   782,084.78  1,383,869.28   sFT  1.00000903   -1 09 50.4
 GC2722;UTM  16      - 4,036,037.266   411,458.488   MT  0.99969659   -0 35 14.6
 GC2722
 GC2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2722!SPC TN       -   0.99998194  x   1.00000903  =   0.99999097
 GC2722!UTM  16      -   0.99998194  x   0.99969659  =   0.99967854
 GC2722
 GC2722                          SUPERSEDED SURVEY CONTROL
 GC2722
 GC2722  ELLIP H (12/14/95)  115.12   (m)                       GP(       ) 1 2
 GC2722  NAD 83(1995)-  36 27 55.87239(N)    087 59 17.62295(W) AD(       ) B
 GC2722  ELLIP H (09/07/90)  115.10   (m)                       GP(       ) 4 1
 GC2722  NAVD 88 (02/01/05)  144.06   (m)          472.6    (f) LEVELING    3  
 GC2722  NAVD 88 (12/14/95)  144.06   (m)          472.6    (f) LEVELING    3  
 GC2722  NGVD 29 (??/??/??)  144.10   (m)          472.8    (f) N HEIGHT    3  
 GC2722
 GC2722.Superseded values are not recommended for survey control.
 GC2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2722.See file dsdata.txt to determine how the superseded data were derived.
 GC2722
 GC2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1145836037(NAD 83)
 GC2722_MARKER: I = METAL ROD
 GC2722_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2722_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2722_STAMPING: GPS 14 1987
 GC2722_MARK LOGO: NGS   
 GC2722_PROJECTION: FLUSH
 GC2722_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GC2722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2722+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2722_ROD/PIPE-DEPTH: 5.80 meters
 GC2722_SLEEVE-DEPTH  : 0.90 meters
 GC2722
 GC2722  HISTORY     - Date     Condition        Report By
 GC2722  HISTORY     - 1987     MONUMENTED       NGS
 GC2722  HISTORY     - 19890725 GOOD
 GC2722  HISTORY     - 19950615 GOOD             NGS
 GC2722  HISTORY     - 20031010 GOOD             TNDT
 GC2722
 GC2722                          STATION DESCRIPTION
 GC2722
 GC2722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2722'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI)
 GC2722'NORTHEAST OF PARIS,
 GC2722'12.9 KM (8 MI) WEST OF DOVER, AT THE JUNCTION OF STATE ROUTE 232
 GC2722'AND U.S. HIGHWAY 79.
 GC2722'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GC2722'
 GC2722'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 232 AND U.S.
 GC2722'HIGHWAY 79, IN THE GRASS MEDIAN OF U.S. HIGHWAY 79 JUST WEST OF THE
 GC2722'JUNCTION.
 GC2722'
 GC2722'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.8 METERS
 GC2722'(19 FT).  THE LOGO CAP IS STAMPED---GPS 14 1987---, AND A STEEL
 GC2722'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 25.0 METERS (82 FT) WEST
 GC2722'FROM THE CENTER OF THE ROAD JUNCTION, 16.0 METERS (52.5 FT) WEST
 GC2722'FROM THE EAST END OF THE GRASS MEDIAN, 2.4 METERS (7.8 FT) SOUTH
 GC2722'FROM THE NORTH EDGE OF THE MEDIAN, 0.2 METERS (0.7 FT) SOUTH FROM A
 GC2722'FIBERGLASS WITNESS POST, 0.5 METERS (1.5 FT) ABOVE THE ROAD SURFACE.
 GC2722
 GC2722                          STATION RECOVERY (1989)
 GC2722
 GC2722'RECOVERED 1989
 GC2722'RECOVERED IN GOOD CONDITION.
 GC2722
 GC2722                          STATION RECOVERY (1995)
 GC2722
 GC2722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2722'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) NORTHEAST OF PARIS,
 GC2722'12.9 KM (8.00 MI) WEST OF DOVER, AT THE JUNCTION OF STATE ROUTE 232
 GC2722'AND U.S. HIGHWAY 79, IN THE GRASS MEDIAN OF HIGHWAY 79 JUST WEST OF
 GC2722'THE JUNCTION.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION
 GC2722'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE HIGHWAY 49 IN DOVER, GO
 GC2722'SOUTHWEST FOR 4.91 KM (3.05 MI) ON HIGHWAY 79 TO A PAVED ROAD RIGHT
 GC2722'(THE TRACE) LEADING TO THE THE TVA LAND BETWEEN THE LAKES RECREATION
 GC2722'AREA.  CONTINUE AHEAD ON HIGHWAY 79 FOR 9.50 KM (5.90 MI) TO THE
 GC2722'JUNCTION OF STATE ROUTE 232 AND THE STATION IN MEDIAN.  TOP OF ROD IS
 GC2722'RECESSED 9 CM BELOW GROUND.  LOCATED 25.0 M (82.0 FT) WEST FROM THE
 GC2722'CENTER OF THE ROAD JUNCTION, 21.82 M (71.59 FT) NORTH-NORTHWEST FROM A
 GC2722'STATE ROUTE 232 SOUTH SIGN ON THE SOUTH SIDE OF HIGHWAY 79, 16.0 M
 GC2722'(52.5 FT) WEST FROM THE EAST END OF THE GRASS MEDIAN, 9.75 M (31.99
 GC2722'FT) WEST-SOUTHWEST FROM A ROAD SIGN IN MEDIAN WHICH DIRECTS TRAFFIC TO
 GC2722'BEAR RIGHT AROUND MEDIAN, 2.6 M (8.5 FT) NORTH FROM THE SOUTH EDGE OF
 GC2722'THE MEDIAN, 2.4 M (7.9 FT) SOUTH FROM THE NORTH EDGE OF THE MEDIAN AND
 GC2722'0.5 M (1.6 FT) ABOVE THE ROAD SURFACE.  A STEEL SPIKE IS EMBEDDED IN
 GC2722'THE CONCRETE.
 GC2722
 GC2722                          STATION RECOVERY (2003)
 GC2722
 GC2722'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2722'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1863 ***********************************************************************
 GD1863  FBN         -  This is a Federal Base Network Control Station.
 GD1863  PACS        -  This is a Primary Airport Control Station.
 GD1863  DESIGNATION -  GPS 15
 GD1863  PID         -  GD1863
 GD1863  STATE/COUNTY-  TN/HENRY
 GD1863  USGS QUAD   -  OSAGE (1985)
 GD1863
 GD1863                         *CURRENT SURVEY CONTROL
 GD1863  ___________________________________________________________________
 GD1863* NAD 83(1995)-  36 20 29.80229(N)    088 22 43.77071(W)     ADJUSTED  
 GD1863* NAVD 88     -       173.02   (meters)     567.6    (feet)  N HEIGHT  
 GD1863  ___________________________________________________________________
 GD1863  X           -     145,521.967 (meters)                     COMP
 GD1863  Y           -  -5,141,684.497 (meters)                     COMP
 GD1863  Z           -   3,758,877.351 (meters)                     COMP
 GD1863  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GD1863  ELLIP HEIGHT-         144.61  (meters)          (08/03/04) GPS OBS
 GD1863  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1863  DYNAMIC HT  -         172.87  (meters)     567.2   (feet)  COMP
 GD1863  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GD1863
 GD1863  HORZ ORDER  -  B
 GD1863  VERT ORDER  -  THIRD
 GD1863  ELLP ORDER  -  FOURTH    CLASS I
 GD1863
 GD1863.This mark is at Henry County Airport (PHT)
 GD1863
 GD1863.The horizontal coordinates were established by GPS observations
 GD1863.and adjusted by the National Geodetic Survey in September 1994..
 GD1863
 GD1863.The orthometric height was determined by differential leveling
 GD1863.and adjusted by the National Geodetic Survey in August 1996..
 GD1863.WARNING-GPS observations at this control monument resulted in a GPS
 GD1863.derived orthometric height which differed from the leveled height by
 GD1863.more than one decimeter (0.1 meter).
 GD1863
 GD1863.Photographs are available for this station.
 GD1863
 GD1863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1863
 GD1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1863
 GD1863.The ellipsoidal height was determined by GPS observations
 GD1863.and is referenced to NAD 83.
 GD1863
 GD1863.The geoid height was determined by GEOID03.
 GD1863
 GD1863.The dynamic height is computed by dividing the NAVD 88
 GD1863.geopotential number by the normal gravity value computed on the
 GD1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1863.degrees latitude (g = 980.6199 gals.).
 GD1863
 GD1863.The modeled gravity was interpolated from observed gravity values.
 GD1863
 GD1863;                    North         East     Units Scale Factor Converg.
 GD1863;SPC TN       -   225,415.400   386,468.876   MT  0.99998755   -1 23 33.6
 GD1863;SPC TN       -   739,550.36  1,267,939.97   sFT  0.99998755   -1 23 33.6
 GD1863;UTM  16      - 4,022,721.662   376,264.340   MT  0.99978864   -0 49 01.9
 GD1863
 GD1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1863!SPC TN       -   0.99997730  x   0.99998755  =   0.99996486
 GD1863!UTM  16      -   0.99997730  x   0.99978864  =   0.99976595
 GD1863
 GD1863|---------------------------------------------------------------------|
 GD1863| PID    Reference Object                     Distance      Geod. Az  |
 GD1863|                                                           dddmmss.s |
 GD1863| GD1916 GPS 15 AZ MK                        334.663 METERS 29113     |
 GD1863|---------------------------------------------------------------------|
 GD1863
 GD1863                          SUPERSEDED SURVEY CONTROL
 GD1863
 GD1863  ELLIP H (09/07/94)  144.69   (m)                       GP(       ) 4 1
 GD1863  NAD 83(1995)-  36 20 29.80308(N)    088 22 43.77331(W) AD(       ) B
 GD1863  ELLIP H (09/07/90)  144.64   (m)                       GP(       ) 4 1
 GD1863  NAD 83(1986)-  36 20 29.81490(N)    088 22 43.77370(W) AD(       ) 1
 GD1863  NAVD 88 (09/07/94)  173.02   (m)          567.6    (f) LEVELING    3  
 GD1863  NGVD 29 (??/??/??)  173.06   (m)          567.8    (f) N HEIGHT    3  
 GD1863
 GD1863.Superseded values are not recommended for survey control.
 GD1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1863.See file dsdata.txt to determine how the superseded data were derived.
 GD1863
 GD1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7626422722(NAD 83)
 GD1863_MARKER: I = METAL ROD
 GD1863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1863_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1863_STAMPING: GPS 15 1987
 GD1863_MARK LOGO: NGS   
 GD1863_PROJECTION: FLUSH
 GD1863_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GD1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1863+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1863_ROD/PIPE-DEPTH: 15.2 meters
 GD1863_SLEEVE-DEPTH  : 0.90 meters
 GD1863
 GD1863  HISTORY     - Date     Condition        Report By
 GD1863  HISTORY     - 1987     MONUMENTED       NGS
 GD1863  HISTORY     - 1987     GOOD             NGS
 GD1863  HISTORY     - 19890410 GOOD             NGS
 GD1863  HISTORY     - 19890621 GOOD             NGS
 GD1863  HISTORY     - 19901219 GOOD             NGS
 GD1863  HISTORY     - 19910130 GOOD
 GD1863  HISTORY     - 19931013 GOOD             NGS
 GD1863  HISTORY     - 19940225 GOOD
 GD1863  HISTORY     - 19950619 GOOD             NGS
 GD1863  HISTORY     - 1999     GOOD             LOWE
 GD1863  HISTORY     - 20031010 GOOD             TNDT
 GD1863
 GD1863                          STATION DESCRIPTION
 GD1863
 GD1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1863'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHWEST OF PARIS, AT
 GD1863'THE PARIS/HENRY COUNTY AIRPORT.
 GD1863'OWNERSHIP--AIRPORT MANAGER IS RICHARD BATTLES, OFFICE TELEPHONE
 GD1863'(901)642-7676, HOME TELEPHONE (901)642-7791.  NIGHT ACCESS SHOULD
 GD1863'BE CLEARED WITH MR. BATTLES.  PROPERTY IS NOT USUALLY LOCKED.
 GD1863'
 GD1863'TO REACH THE STATION FROM THE COURTHOUSE IN PARIS GO
 GD1863'WEST FOR 1.3 KM (0.8 MI) ON U.S. HIGHWAY 641 TO THE JUNCTION OF
 GD1863'STATE ROUTE 54.  TURN RIGHT AND GO NORTH AND NORTHWEST FOR 5.8 KM
 GD1863'(3.6 MI) ON STATE ROUTE 54 TO THE PARIS/HENRY COUNTY AIRPORT
 GD1863'ENTRANCE DRIVE ON THE LEFT.
 GD1863'TURN LEFT AND GO WEST FOR 0.3 KM (0.2 MI) ON THE AIRPORT ENTRANCE
 GD1863'DRIVE TO THE AIRPORT OFFICE AND THE STATION.
 GD1863'
 GD1863'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 15.2
 GD1863'METERS (50 FT).  THE LOGO CAP IS STAMPED---GPS 15 1987---, AND A
 GD1863'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 91.1 METERS (299
 GD1863'FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE ONE STORY BRICK
 GD1863'AIRPORT OFFICE, 46.6 METERS (153 FT) SOUTHWEST FROM THE CENTER OF A
 GD1863'NORTHWEST-SOUTHEAST RUNWAY, 10.4 METERS (34 FT) EAST FROM THE NORTH
 GD1863'CORNER OF A PAVED AIRCRAFT PARKING RAMP, 20.4 METERS (67 FT)
 GD1863'EAST-SOUTHEAST FROM A 0.9 METERS (3 FT) BY 1.8 METERS (6 FT) IRON
 GD1863'DRAIN GRATE, 0.3 METERS (0.9 FT) EAST-SOUTHEAST FROM A FIBERGLASS
 GD1863'WITNESS POST.
 GD1863
 GD1863                          STATION RECOVERY (1987)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GD1863'RECOVERED IN GOOD CONDITION.
 GD1863
 GD1863                          STATION RECOVERY (1989)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD1863'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTHWEST OF PARIS, AT
 GD1863'THE PARIS-HENRY COUNTY AIRPORT.  OWNERSHIP--HENRY COUNTY, ROUTE 2, BOX
 GD1863'269, PARIS, TN 38242, PHONE 901-642-7676.  AIRPORT MANAGER IS RICHARD
 GD1863'BATTLES.
 GD1863'TO REACH THE STATION FROM THE COURTHOUSE IN PARIS, GO WEST FOR 1.3 KM
 GD1863'(0.80 MI) ON US HIGHWAY 641 TO THE JUNCTION OF STATE ROUTE 54.  TURN
 GD1863'RIGHT AND GO WEST FOR 1.3 KM (0.80 MI) TO JUNCTION OF STATE ROUTE 69,
 GD1863'BEAR RIGHT ONTO STATE ROUTE 69 FOR 5.9 KM (3.65 MI) TO THE AIRPORT
 GD1863'ENTRANCE DRIVE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.3 KM
 GD1863'(0.20 MI) ON THE DRIVE TO AIRPORT OFFICE AND THE STATION.
 GD1863'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AND
 GD1863'SURROUNDED BY A 5-INCH PVC PIPE WITH A LOGO CAP STAMPED---GPS 15
 GD1863'1987---, SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  LOCATED 91.1 M
 GD1863'(298.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE ONE STORY BRICK
 GD1863'AIRPORT OFFICE, 46.6 M (152.9 FT) SOUTHWEST FROM THE CENTER OF THE
 GD1863'RUNWAY, 20.4 M (66.9 FT) EAST-SOUTHEAST FROM A 3 X 6 FOOT IRON DRAIN
 GD1863'GATE, 10.4 M (34.1 FT) EAST FROM THE NORTH CORNER OF A PAVED AIRCRAFT
 GD1863'PARKING AREA AND 0.3 M (1.0 FT) EAST-SOUTHEAST FROM A FIBERGLASS
 GD1863'WITNESS POST.
 GD1863'DESCRIBED BY M.J. WELLSLAGER.
 GD1863
 GD1863                          STATION RECOVERY (1989)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD1863'THE STATION IS LOCATED NORTH FROM THE AIRPORT OFFICE AND EAST FROM THE
 GD1863'RAMP IN A GRASSY AREA.  THE STATION IS LOCATED 299 FEET (91.1 M)
 GD1863'NORTHWEST FROM THE NORTHWEST CORNER OF THE AIRPORT OFFICE BUILDING,
 GD1863'153 FEET (46.6 M) SOUTHWEST FROM THE CENTER OF RUNWAY 12-30, 34 FEET
 GD1863'(10.4 M) EAST FROM THE NORTH CORNER OF THE RAMP, 67 FEET (20.4 M)
 GD1863'SOUTHEAST FROM A 3 X 6 INCH IRON DRAIN GRATE, AND 0.9 FT (27.4 CM)
 GD1863'SOUTHEAST FROM A FIBERGLASS WITNESS POST.  THE STATION IS A PUNCH HOLE
 GD1863'IN A STAINLESS STEEL ROD UNDER A LOGO CAP, STAMPED GPS 15 1987, SET
 GD1863'FLUSH WITH THE GROUND.
 GD1863
 GD1863                          STATION RECOVERY (1990)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1863'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF PARIS, AT
 GD1863'THE PARIS/HENRY COUNTY AIRPORT AND NEAR THE NORTHEAST CORNER OF THE
 GD1863'APRON.  OWNERSHIP--HENRY COUNTY, PUBLIC SQUARE, HENRY COUNTY
 GD1863'COURTHOUSE, PARIS, TN 38242, PHONE 901-642-0461, AIRPORT PHONE IS
 GD1863'901-642-7676.
 GD1863'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 54, 641 AND
 GD1863'356, AT THE COURTHOUSE IN THE CENTER OF PARIS, GO WEST ON STATE
 GD1863'HIGHWAY 54 FOR 1.28 KM (0.80 MI) TO THE JUNCTION OF STATE HIGHWAY 69
 GD1863'ON THE RIGHT, TURN RIGHT, NORTHWEST, ON HIGHWAY 69 FOR 5.8 KM
 GD1863'(3.6 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT,
 GD1863'WESTERLY, ON THE ENTRANCE ROAD FOR 0.25 KM (0.16 MI) TO A ROAD ON THE
 GD1863'RIGHT, TURN RIGHT, NORTHWESTERLY, PAST THE AIRPORT OFFICE FOR 0.08 KM
 GD1863'(0.05 MI) TO A GATE, TURN RIGHT, NORTH, PASSING THRU THE GATE AND
 GD1863'ONTO THE APRON, CONTINUE NORTH ACROSS THE APRON TO ITS NORTHEAST
 GD1863'CORNER AND THE STATION ON THE RIGHT.
 GD1863'THE STATION IS LOCATED 91.1 M (298.9 FT) NORTHWEST OF THE NORTHWEST
 GD1863'CORNER OF THE AIRPORT OFFICE, 46.6 M (152.9 FT) SOUTHWEST OF THE
 GD1863'CENTER OF THE RUNWAY, 20.4 M (66.9 FT) EAST-SOUTHEAST OF AN IRON
 GD1863'GRATE OF A CATCH BASIN, 10.4 M (34.1 FT) EAST OF THE NORTHEAST CORNER
 GD1863'OF THE APRON AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 GD1863
 GD1863                          STATION RECOVERY (1991)
 GD1863
 GD1863'RECOVERED 1991
 GD1863'RECOVERED IN GOOD CONDITION.
 GD1863
 GD1863                          STATION RECOVERY (1993)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GD1863'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHWEST OF PARIS, AT
 GD1863'THE PARIS/HENRY COUNTY AIRPORT AND NEAR THE NORTHEAST CORNER OF THE
 GD1863'APRON.  OWNERSHIP--HENRY COUNTY, PUBLIC SQUARE, HENRY COUNTY
 GD1863'COURTHOUSE, PARIS TN 38242, PHONE 901-642-0461, AIRPORT PHONE IS
 GD1863'901-642-7676.
 GD1863'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 54, 641 AND
 GD1863'356 AT THE COURTHOUSE IN THE CENTER OF PARIS, GO WEST ON STATE
 GD1863'HIGHWAY 54 FOR 1.28 KM (0.80 MI) TO THE JUNCTION OF STATE HIGHWAY 69
 GD1863'ON THE RIGHT, TURN RIGHT, NORTHWEST, ON HIGHWAY 69 FOR 5.8 KM
 GD1863'(3.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT,
 GD1863'WESTERLY, ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO A ROAD ON THE
 GD1863'RIGHT, TURN RIGHT, NORTHWESTERLY, PAST THE AIRPORT OFFICE FOR 0.08 KM
 GD1863'(0.05 MI) TO A GATE, TURN RIGHT, NORTH, PASSING THROUGH GATE AND ONTO
 GD1863'THE APRON, CONTINUE NORTH ACROSS THE APRON TO ITS NORTHEAST CORNER
 GD1863'AND THE STATION ON THE RIGHT.
 GD1863'THE STATION IS RECESSED 5 CM BELOW THE LEVEL OF THE GROUND.  LOCATED
 GD1863'91.1 M (298.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE AIRPORT
 GD1863'OFFICE, 46.6 M (152.9 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 20.4
 GD1863'M (66.9 FT) EAST-SOUTHEAST OF AN IRON GRATE OF A CATCH BASIN, 10.4 M
 GD1863'(34.1 FT) EAST OF THE NORTHEAST CORNER OF THE APRON AND 0.3 M
 GD1863'(1.0 FT) EAST OF A FIBERGLASS WITNESS POST.  ACCESS TO DATUM POINT IS
 GD1863'HAD THROUGH A 5-INCH LOGO CAP WHICH PROJECTS 6 CM.
 GD1863
 GD1863                          STATION RECOVERY (1994)
 GD1863
 GD1863'RECOVERED 1994
 GD1863'RECOVERED IN GOOD CONDITION.
 GD1863
 GD1863                          STATION RECOVERY (1995)
 GD1863
 GD1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1863'RECOVERED AS DESCRIBED.
 GD1863
 GD1863                          STATION RECOVERY (1999)
 GD1863
 GD1863'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1863'RECOVERED 1999
 GD1863'STAINLESS STEEL ROD REMAINS IN GOOD CONDITION AND UNDISTURBED.
 GD1863'THE CONCRETE AND LOGO CAP ARE RISING OUT OF THE GROUND, POSSIBLY
 GD1863'FROM FREEZING. STATION IS SUITABLE FOR GPS. THIS STATION IS
 GD1863'DESIGNATED A PRIMARY AIRPORT CONTROL STATION.
 GD1863' 
 GD1863' 
 GD1863' 
 GD1863'
 GD1863
 GD1863                          STATION RECOVERY (2003)
 GD1863
 GD1863'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1863'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2824 ***********************************************************************
 FE2824  DESIGNATION -  GPS 15
 FE2824  PID         -  FE2824
 FE2824  STATE/COUNTY-  TN/SHELBY
 FE2824  USGS QUAD   -  COLLIERVILLE (1965)
 FE2824
 FE2824                         *CURRENT SURVEY CONTROL
 FE2824  ___________________________________________________________________
 FE2824* NAD 83(1986)-  35 01 15.     (N)    089 43 26.     (W)     SCALED    
 FE2824* NAVD 88     -        98.556  (meters)     323.35   (feet)  ADJUSTED  
 FE2824  ___________________________________________________________________
 FE2824  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2824  DYNAMIC HT  -          98.464 (meters)     323.04  (feet)  COMP
 FE2824  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 FE2824
 FE2824  VERT ORDER  -  FIRST     CLASS II
 FE2824
 FE2824.The horizontal coordinates were scaled from a topographic map and have
 FE2824.an estimated accuracy of +/- 6 seconds.
 FE2824
 FE2824.The orthometric height was determined by differential leveling
 FE2824.and adjusted by the National Geodetic Survey in August 1995..
 FE2824
 FE2824.The geoid height was determined by GEOID03.
 FE2824
 FE2824.The dynamic height is computed by dividing the NAVD 88
 FE2824.geopotential number by the normal gravity value computed on the
 FE2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2824.degrees latitude (g = 980.6199 gals.).
 FE2824
 FE2824.The modeled gravity was interpolated from observed gravity values.
 FE2824
 FE2824;                    North         East    Units  Estimated Accuracy
 FE2824;SPC TN       -    82,750.      260,210.      MT  (+/- 180 meters Scaled)
 FE2824
 FE2824                          SUPERSEDED SURVEY CONTROL
 FE2824
 FE2824.No superseded survey control is available for this station.
 FE2824
 FE2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD514787(NAD 83)
 FE2824_MARKER: DD = SURVEY DISK
 FE2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2824_SP_SET: CONCRETE POST
 FE2824_STAMPING: GPS 15 TDOT
 FE2824_MARK LOGO: TNDT  
 FE2824_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2824+STABILITY: SURFACE MOTION
 FE2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2824+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 FE2824
 FE2824  HISTORY     - Date     Condition        Report By
 FE2824  HISTORY     - UNK      MONUMENTED       TNDT
 FE2824  HISTORY     - 19920114 GOOD             NGS
 FE2824  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE2824
 FE2824                          STATION DESCRIPTION
 FE2824
 FE2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2824'0.2 KM (0.10 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FE2824'COLLIERVILLE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 57
 FE2824'AND U.S. HIGHWAY 72 (POPULAR AVENUE), THENCE 5.3 KM (3.30 MI)
 FE2824'SOUTHWESTERLY ALONG COUNTY ROAD 175, AT THE Y-JUNCTION OF A PRIVATE
 FE2824'ROAD AND THE COUNTY ROAD, 29.5 M (96.8 FT) NORTH OF A T-JUNCTION
 FE2824'UTILITY POLE, 6.1 M (20.0 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 FE2824'OF THE ROAD, 0.9 M (3.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 FE2824'IS FLUSH WITH THE GROUND SURFACE.
 FE2824
 FE2824                          STATION RECOVERY (2002)
 FE2824
 FE2824'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2824'NEW ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1916 ***********************************************************************
 GD1916  SACS        -  This is a Secondary Airport Control Station.
 GD1916  DESIGNATION -  GPS 15 AZ MK
 GD1916  PID         -  GD1916
 GD1916  STATE/COUNTY-  TN/HENRY
 GD1916  USGS QUAD   -  OSAGE (1985)
 GD1916
 GD1916                         *CURRENT SURVEY CONTROL
 GD1916  ___________________________________________________________________
 GD1916* NAD 83(1995)-  36 20 33.73124(N)    088 22 56.28161(W)     ADJUSTED  
 GD1916* NAVD 88     -       172.41   (meters)     565.6    (feet)  GPS OBS   
 GD1916  ___________________________________________________________________
 GD1916  X           -     145,208.061 (meters)                     COMP
 GD1916  Y           -  -5,141,621.098 (meters)                     COMP
 GD1916  Z           -   3,758,974.553 (meters)                     COMP
 GD1916  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GD1916  ELLIP HEIGHT-         144.02  (meters)          (08/03/04) GPS OBS
 GD1916  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1916
 GD1916  HORZ ORDER  -  FIRST
 GD1916  ELLP ORDER  -  FOURTH    CLASS I
 GD1916
 GD1916.This mark is at Henry County Airport (PHT)
 GD1916
 GD1916.The horizontal coordinates were established by GPS observations
 GD1916.and adjusted by the National Geodetic Survey in February 2001..
 GD1916
 GD1916.The orthometric height was determined by GPS observations and a
 GD1916.high-resolution geoid model.
 GD1916
 GD1916.GPS derived orthometric heights for airport stations designated as
 GD1916.PACS or SACS are published to 2 decimal places.  This maintains
 GD1916.centimeter relative accuracy between the PACS and SACS.  It does
 GD1916.not indicate centimeter accuracy relative to other marks which are
 GD1916.part of the NAVD 88 network.
 GD1916
 GD1916.Photographs are available for this station.
 GD1916
 GD1916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1916
 GD1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1916
 GD1916.The ellipsoidal height was determined by GPS observations
 GD1916.and is referenced to NAD 83.
 GD1916
 GD1916.The geoid height was determined by GEOID03.
 GD1916
 GD1916;                    North         East     Units Scale Factor Converg.
 GD1916;SPC TN       -   225,544.056   386,159.936   MT  0.99998772   -1 23 40.9
 GD1916;SPC TN       -   739,972.46  1,266,926.39   sFT  0.99998772   -1 23 40.9
 GD1916;UTM  16      - 4,022,847.183   375,954.184   MT  0.99978959   -0 49 09.4
 GD1916
 GD1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1916!SPC TN       -   0.99997740  x   0.99998772  =   0.99996512
 GD1916!UTM  16      -   0.99997740  x   0.99978959  =   0.99976699
 GD1916
 GD1916|---------------------------------------------------------------------|
 GD1916| PID    Reference Object                     Distance      Geod. Az  |
 GD1916|                                                           dddmmss.s |
 GD1916| GD1863 GPS 15                              334.663 METERS 11113     |
 GD1916|---------------------------------------------------------------------|
 GD1916
 GD1916                          SUPERSEDED SURVEY CONTROL
 GD1916
 GD1916  ELLIP H (02/20/01)  144.08   (m)                       GP(       ) 2 1
 GD1916  NAD 83(1995)-  36 20 33.73119(N)    088 22 56.28170(W) AD(       ) 3
 GD1916  ELLIP H (04/12/99)  144.11   (m)                       GP(       ) 4 1
 GD1916  NAD 83(1995)-  36 20 33.73119(N)    088 22 56.28170(W) AD(       ) 3
 GD1916  NAD 83(1995)-  36 20 33.73198(N)    088 22 56.28430(W) AD(       ) 3
 GD1916  NGVD 29 (09/17/90)  172.5    (m)          566.     (f) GPS OBS        
 GD1916
 GD1916.Superseded values are not recommended for survey control.
 GD1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1916.See file dsdata.txt to determine how the superseded data were derived.
 GD1916
 GD1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF7595422847(NAD 83)
 GD1916_MARKER: I = METAL ROD
 GD1916_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1916_SP_SET: OBJECT DRIVEN INTO GROUND
 GD1916_STAMPING: GPS 15 AZ MK 1987
 GD1916_MARK LOGO: NGS   
 GD1916_PROJECTION: FLUSH
 GD1916_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GD1916+STABILITY: POSITION/ELEVATION WELL
 GD1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1916+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1916_ROD/PIPE-DEPTH: 18.2 meters
 GD1916_SLEEVE-DEPTH  : 1.00 meters
 GD1916
 GD1916  HISTORY     - Date     Condition        Report By
 GD1916  HISTORY     - 1987     MONUMENTED       NGS
 GD1916  HISTORY     - 19890621 GOOD             NGS
 GD1916  HISTORY     - 19890725 GOOD
 GD1916  HISTORY     - 1999     GOOD             LOWE
 GD1916  HISTORY     - 20031010 GOOD             TNDT
 GD1916
 GD1916                          STATION DESCRIPTION
 GD1916
 GD1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1916'0.80 MILE WEST ALONG STATE HIGHWAY 54 FROM THE COURTHOUSE IN PARIS
 GD1916'TO THE JUNCTION OF STATE HIGHWAY 69, THENCE 3.6 MILES NORTH AND
 GD1916'NORTHWEST ALONG STATE HIGHWAY 69 TO THE JUNCTION OF AIRPORT ENTRANCE
 GD1916'DRIVE, THENCE 0.20 MILE WEST ALONG AIRPORT ENTRANCE DRIVE TO THE OFFIC
 GD1916'OF HENRY COUNTY AIRPORT, THENCE 0.25 MILE WESTERLY ALONG TAXIWAY TO
 GD1916'THE JUNCTION OF RUNWAY, CROSS RUNWAY, THENCE 0.10 MILE NORTHEAST ALONG
 GD1916'RUNWAY TO END OF RUNWAY AND MARK, A 3-D MARK, A STAINLESS STEEL ROD
 GD1916'DRIVEN 600 FEET TO REFUSAL, 4 INCHES BELOW GROUND, ENCASED IN A 3 FOOT
 GD1916'WEST OF WEST EDGE OF EXTENDED RUNWAY, 270.0 FEET SOUTHWEST OF THE
 GD1916'WESTERLY ONE OF SIX ORANGE APPROACH LIGHTS, 49.2 FEET NORTHWEST OF
 GD1916'THE FOURTH ONE OF THE MOST WESTERLY RUNLIGHT, 26.3 FEET EAST OF A 2
 GD1916'FOOT HIGH STEEL PIPE IN A CONCRETE BASE, AND 1.5 FEET SOUTHEAST OF A
 GD1916'FIBERGLASS WITNESS POST.
 GD1916
 GD1916                          STATION RECOVERY (1989)
 GD1916
 GD1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GD1916'THE STATION IS LOCATED AT THE NORTH END OF RUNWAY 20 ON THE WEST SIDE
 GD1916'OF THE FIELD.  THE STATION IS LOCATED 63.6 FEET (19.4 M) NORTH FROM
 GD1916'THE NORTHWEST CORNER OF RUNWAY END 20, 49.2 FEET (15.0 M) NORTH FROM
 GD1916'THE NORTHWEST THRESHOLD LIGHT AT RUNWAY 20, 26.2 FEET (8.0 M)
 GD1916'NORTHEAST FROM THE CENTER OF THE OLD CONCRETE REIL BASE, AND 2.0 FEET
 GD1916'(0.6 M) SOUTHEAST FROM A FIBERGLASS WITNESS POST.  THE STATION IS A
 GD1916'PUNCH HOLE IN A STAINLESS STEEL ROD UNDER A LOGO CAP STAMPED, GPS 15
 GD1916'AZ MK 1987, SET FLUSH WITH THE GROUND.
 GD1916
 GD1916                          STATION RECOVERY (1989)
 GD1916
 GD1916'RECOVERED 1989
 GD1916'RECOVERED IN GOOD CONDITION.
 GD1916
 GD1916                          STATION RECOVERY (1999)
 GD1916
 GD1916'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1916'RECOVERED 1999
 GD1916'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 GD1916'SECONDARY AIRPORT CONTROL STATION.
 GD1916' 
 GD1916' 
 GD1916'
 GD1916
 GD1916                          STATION RECOVERY (2003)
 GD1916
 GD1916'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1916'THIS AZIMUTH MARK IS LOCATED ABOUT 6.4 KM (4 MI) NORTHWEST OF PARIS,
 GD1916'AT THE PARIS/HENRY COUNTY AIRPORT.  OWNERSHIP-AIRPORT MANAGER IS
 GD1916'RICHARD BATTLES, OFFICE TELEPHONE (901) 642-7676, HOME TELEPHONE (901)
 GD1916'642-7791.  NIGHT ACCESS SHOULD BE CLEARED WITH MR BATTLES.  PROPERTY
 GD1916'IS NOT USUALLY LOCKED.
 GD1916' 
 GD1916'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE IN PARIS GO WESTERLY FOR
 GD1916'1.3 KM (0.8 MI) ON STATE ROUTE 54 AND STATE ROUTE 69 TO A FORK WHERE
 GD1916'STATE ROUTE 69 BEARS RIGHT AND LEAVES STATE ROUTE 54.  BEAR RIGHT AND
 GD1916'GO NORTH AND NORTHWEST FOR 5.8 KM (3.6 MI) ON STATE ROUTE 69 TO THE
 GD1916'PARIS/HENRY COUNTY AIRPORT ENTRANCE DRIVE ON THE LEFT.  TURN LEFT AND
 GD1916'GO WEST FOR 0.3 KM (0.2 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE
 GD1916'AIRPORT OFFICE AND A GATE.  PASS THROUGH THE GATE AND GO 0.4 KM (0.25
 GD1916'MI) WESTERLY ALONG A TAXIWAY TO THE JUNCTION OF THE RUNWAY.  TURN
 GD1916'RIGHT AND GO 0.16 KM (0.1 MI) NORTHEAST ALONG THE RUNWAY TO ITS END
 GD1916'AND THE MARK ON THE LEFT.
 GD1916' 
 GD1916'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 18.3 M
 GD1916'(60 FT).  THE LOGO CAP IS STAMPED--GPS 15 AZ MK 1987--, AND 0.1 M
 GD1916'(0.17 FT) BELOW GROUND WITH A RAILROAD SPIKE SET IN THE CONCRETE.
 GD1916'LOCATED 15.5 M (51 FT) NORTHWEST OF THE WEST EDGE OF THE RUNWAY
 GD1916'EXTENDED, OR JUST NORTH OF THE NEWER RUNWAY THAT RUNS NORTH-SOUTH,
 GD1916'80.8 M (265 FT) SOUTHWEST OF THE WESTERLY MOST OF SIX ORANGE APPROACH
 GD1916'LIGHTS, 12.0 M (39.4 FT) NORTHWEST OF THE MOST WESTERLY OF EIGHT
 GD1916'RUNWAY END LIGHTS, 8.8 M (28.9 FT) EAST OF A 75 MM (3 IN) STEEL PIPE
 GD1916'IN A CONCRETE BASE, AND 0.5 M (1.5 FT) SOUTHWEST OF A FIBERGLASS
 GD1916'WITNESS POST.
 GD1916' 
 GD1916'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 GD1916'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1864 ***********************************************************************
 GD1864  CBN         -  This is a Cooperative Base Network Control Station.
 GD1864  DESIGNATION -  GPS 16
 GD1864  PID         -  GD1864
 GD1864  STATE/COUNTY-  TN/WEAKLEY
 GD1864  USGS QUAD   -  MARTIN (1983)
 GD1864
 GD1864                         *CURRENT SURVEY CONTROL
 GD1864  ___________________________________________________________________
 GD1864* NAD 83(1995)-  36 18 40.14105(N)    088 46 14.11174(W)     ADJUSTED  
 GD1864* NAVD 88     -       123.81   (meters)     406.2    (feet)  N HEIGHT  
 GD1864  ___________________________________________________________________
 GD1864  X           -     110,404.552 (meters)                     COMP
 GD1864  Y           -  -5,144,521.753 (meters)                     COMP
 GD1864  Z           -   3,756,125.018 (meters)                     COMP
 GD1864  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GD1864  ELLIP HEIGHT-          95.59  (meters)          (08/03/04) GPS OBS
 GD1864  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1864  DYNAMIC HT  -         123.71  (meters)     405.9   (feet)  COMP
 GD1864  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GD1864
 GD1864  HORZ ORDER  -  B
 GD1864  VERT ORDER  -  THIRD
 GD1864  ELLP ORDER  -  FOURTH    CLASS I
 GD1864
 GD1864.The horizontal coordinates were established by GPS observations
 GD1864.and adjusted by the National Geodetic Survey in December 1995..
 GD1864
 GD1864.The orthometric height was determined by differential leveling
 GD1864.and adjusted by the National Geodetic Survey in August 1996..
 GD1864.The height was determined by precise leveling from only one NSRS
 GD1864.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GD1864.allowed ONLY to validate the GPS-derived height.
 GD1864
 GD1864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1864
 GD1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1864
 GD1864.The ellipsoidal height was determined by GPS observations
 GD1864.and is referenced to NAD 83.
 GD1864
 GD1864.The geoid height was determined by GEOID03.
 GD1864
 GD1864.The dynamic height is computed by dividing the NAVD 88
 GD1864.geopotential number by the normal gravity value computed on the
 GD1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1864.degrees latitude (g = 980.6199 gals.).
 GD1864
 GD1864.The modeled gravity was interpolated from observed gravity values.
 GD1864
 GD1864;                    North         East     Units Scale Factor Converg.
 GD1864;SPC TN       -   222,961.771   351,216.147   MT  0.99998299   -1 37 19.2
 GD1864;SPC TN       -   731,500.41  1,152,281.64   sFT  0.99998299   -1 37 19.2
 GD1864;UTM  16      - 4,019,915.159   341,042.833   MT  0.99991132   -1 02 55.3
 GD1864
 GD1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1864!SPC TN       -   0.99998500  x   0.99998299  =   0.99996799
 GD1864!UTM  16      -   0.99998500  x   0.99991132  =   0.99989632
 GD1864
 GD1864                          SUPERSEDED SURVEY CONTROL
 GD1864
 GD1864  ELLIP H (12/14/95)   95.61   (m)                       GP(       ) 1 2
 GD1864  NAD 83(1995)-  36 18 40.14104(N)    088 46 14.11367(W) AD(       ) B
 GD1864  ELLIP H (09/07/90)   95.64   (m)                       GP(       ) 4 1
 GD1864  NAVD 88 (12/14/95)  123.81   (m)          406.2    (f) LEVELING    3  
 GD1864  NGVD 29 (??/??/??)  123.83   (m)          406.3    (f) N HEIGHT    3  
 GD1864
 GD1864.Superseded values are not recommended for survey control.
 GD1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1864.See file dsdata.txt to determine how the superseded data were derived.
 GD1864
 GD1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF4104319915(NAD 83)
 GD1864_MARKER: I = METAL ROD
 GD1864_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1864_SP_SET: OBJECT DRIVEN INTO GROUND
 GD1864_STAMPING: GPS 16 1987
 GD1864_MARK LOGO: NGS   
 GD1864_PROJECTION: FLUSH
 GD1864_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GD1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1864+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1864_ROD/PIPE-DEPTH: 5.50 meters
 GD1864_SLEEVE-DEPTH  : 0.90 meters
 GD1864
 GD1864  HISTORY     - Date     Condition        Report By
 GD1864  HISTORY     - 1987     MONUMENTED       NGS
 GD1864  HISTORY     - 19890425 GOOD
 GD1864  HISTORY     - 19950619 GOOD             NGS
 GD1864  HISTORY     - 20031010 GOOD             TNDT
 GD1864
 GD1864                          STATION DESCRIPTION
 GD1864
 GD1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1864'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHWEST OF DRESDEN,
 GD1864'8.0 KM (5 MI) SOUTHEAST OF MARTIN, ON THE SOUTHWEST RIGHT-OF-WAY OF
 GD1864'STATE ROUTE 22.
 GD1864'OWNERSHIP--STATE RIGHT-OF-WAY.
 GD1864'
 GD1864'TO REACH THE STATION FROM THE POST OFFICE IN MARTIN GO
 GD1864'EAST FOR 4.8 KM (3.0 MI) ON STATE ROUTE 22 TO AN OVERPASS BRIDGE.
 GD1864'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 GD1864'3.2 KM (2.0 MI) ON STATE ROUTE 22 TO A CROSSROAD NEAR ADAMS CHAPEL
 GD1864'AND THE STATION 0.2 KM (0.1 MI) SOUTHEAST OF THE JUNCTION ON THE
 GD1864'RIGHT.
 GD1864'
 GD1864'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.5 METERS
 GD1864'(18 FT).  THE LOGO CAP IS STAMPED---GPS 16 1987---, AND A STEEL
 GD1864'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 12.0 METERS (39.5 FT)
 GD1864'SOUTHWEST FROM THE SOUTHWEST EDGE OF THE PAVEMENT, 64.9 METERS (213
 GD1864'FT) NORTHWEST FROM A MILE MARKER NUMBERED 17, 9.8 METERS (32 FT)
 GD1864'NORTHWEST FROM THE CENTER OF A FIELD ENTRANCE ROAD, 4.9 METERS (16
 GD1864'FT) WEST FROM THE NORTHWEST END OF A CONCRETE DRAIN INLET, 0.4
 GD1864'METERS (1.2 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 GD1864
 GD1864                          STATION RECOVERY (1989)
 GD1864
 GD1864'RECOVERED 1989
 GD1864'RECOVERED IN GOOD CONDITION.
 GD1864
 GD1864                          STATION RECOVERY (1995)
 GD1864
 GD1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1864'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHWEST OF DRESDEN,
 GD1864'8.0 KM (4.95 MI) SOUTHEAST OF MARTIN, ON THE SOUTHWEST RIGHT-OF-WAY OF
 GD1864'STATE ROUTE 22.  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.
 GD1864'TO REACH THE STATION FROM THE POST OFFICE IN MARTIN, GO NORTHERLY FOR
 GD1864'0.08 KM (0.05 MI) ON STATE ROUTE 431 (CENTRAL ST) TO THE JUNCTION OF
 GD1864'MAIN ST.  TURN RIGHT ACROSS RAILROAD TRACKS AND GO EASTERLY FOR 4.6 KM
 GD1864'(2.85 MI) ON STATE ROUTE 431 (MAIN ST) TO AN OVERPASS BRIDGE AND THE
 GD1864'JUNCTION OF STATE ROUTE 22.  CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST
 GD1864'FOR 3.2 KM (2.00 MI) ON STATE ROUTE 22 TO A CROSSROAD NEAR ADAMS
 GD1864'CHAPEL AND THE STATION 0.2 KM (0.10 MI) SOUTHEAST OF THE JUNCTION ON
 GD1864'THE RIGHT.  LOCATED 12.0 M (39.4 FT) SOUTHWEST FROM THE SOUTHWEST EDGE
 GD1864'OF PAVEMENT, 64.9 M (212.9 FT) NORTHWEST FROM MILE MARKER 17, 9.8 M
 GD1864'(32.2 FT) NORTHWEST FROM THE CENTER OF A FIELD ENTRANCE ROAD, 8.8 M
 GD1864'(28.9 FT) NORTH-NORTHWEST FROM AN UNDERGROUND OPTICAL CABLE WARNING
 GD1864'POST, 4.9 M (16.1 FT) WEST FROM THE NORTHWEST END OF A CONCRETE DRAIN
 GD1864'INLET AND 0.4 M (1.3 FT) NORTHEAST FROM A WITNESS POST.  A STEEL SPIKE
 GD1864'IS SET IN THE CONCRETE.
 GD1864
 GD1864                          STATION RECOVERY (2003)
 GD1864
 GD1864'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1864'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1865 ***********************************************************************
 GD1865  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1865  FBN         -  This is a Federal Base Network Control Station.
 GD1865  DESIGNATION -  GPS 17
 GD1865  PID         -  GD1865
 GD1865  STATE/COUNTY-  TN/OBION
 GD1865  USGS QUAD   -  OBION (1983)
 GD1865
 GD1865                         *CURRENT SURVEY CONTROL
 GD1865  ___________________________________________________________________
 GD1865* NAD 83(1995)-  36 17 00.92963(N)    089 12 15.25180(W)     ADJUSTED  
 GD1865* NAVD 88     -        94.63   (meters)     310.5    (feet)  GPS OBS   
 GD1865  ___________________________________________________________________
 GD1865  X           -      71,489.643 (meters)                     COMP
 GD1865  Y           -  -5,146,996.603 (meters)                     COMP
 GD1865  Z           -   3,753,643.050 (meters)                     COMP
 GD1865  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 GD1865  ELLIP HEIGHT-          66.38  (meters)          (08/03/04) GPS OBS
 GD1865  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1865
 GD1865  HORZ ORDER  -  B
 GD1865  VERT ORDER  -  THIRD (See Below)
 GD1865  ELLP ORDER  -  FOURTH    CLASS I
 GD1865
 GD1865.The horizontal coordinates were established by GPS observations
 GD1865.and adjusted by the National Geodetic Survey in September 2003..
 GD1865
 GD1865.The orthometric height was determined by GPS observations and a
 GD1865.high-resolution geoid model using precise GPS observation and
 GD1865.processing techniques. It supersedes the leveled height previously
 GD1865.determined for this station.
 GD1865.WARNING-GPS observations at this control monument resulted in a GPS
 GD1865.derived orthometric height which differed from the leveled height by
 GD1865.more than one decimeter (0.1 meter).
 GD1865.The vertical order pertains to the first NAVD 88 superseded value.
 GD1865
 GD1865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1865
 GD1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1865
 GD1865.The ellipsoidal height was determined by GPS observations
 GD1865.and is referenced to NAD 83.
 GD1865
 GD1865.The geoid height was determined by GEOID03.
 GD1865
 GD1865;                    North         East     Units Scale Factor Converg.
 GD1865;SPC TN       -   221,094.024   312,189.567   MT  0.99997910   -1 52 33.2
 GD1865;SPC TN       -   725,372.64  1,024,241.94   sFT  0.99997910   -1 52 33.2
 GD1865;UTM  16      - 4,017,657.770   302,036.345   MT  1.00008288   -1 18 17.5
 GD1865
 GD1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1865!SPC TN       -   0.99998958  x   0.99997910  =   0.99996868
 GD1865!UTM  16      -   0.99998958  x   1.00008288  =   1.00007246
 GD1865
 GD1865                          SUPERSEDED SURVEY CONTROL
 GD1865
 GD1865  ELLIP H (09/08/03)   66.34   (m)                       GP(       ) 4 1
 GD1865  NAD 83(1995)-  36 17 00.92962(N)    089 12 15.25245(W) AD(       ) B
 GD1865  ELLIP H (09/07/94)   66.42   (m)                       GP(       ) 4 1
 GD1865  NAD 83(1995)-  36 17 00.92920(N)    089 12 15.25345(W) AD(       ) B
 GD1865  ELLIP H (09/07/90)   66.40   (m)                       GP(       ) 4 1
 GD1865  NAVD 88 (02/01/05)   94.67   (m)          310.6    (f) LEVELING    3  
 GD1865  NGVD 29 (??/??/??)   94.38   (m)          309.6    (f) N HEIGHT    3  
 GD1865
 GD1865.Superseded values are not recommended for survey control.
 GD1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1865.See file dsdata.txt to determine how the superseded data were derived.
 GD1865
 GD1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0203617658(NAD 83)
 GD1865_MARKER: I = METAL ROD
 GD1865_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1865_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1865_STAMPING: GPS 17 1987
 GD1865_MARK LOGO: NGS   
 GD1865_PROJECTION: FLUSH
 GD1865_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1865+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1865_ROD/PIPE-DEPTH: 11.6 meters
 GD1865_SLEEVE-DEPTH  : 0.90 meters
 GD1865
 GD1865  HISTORY     - Date     Condition        Report By
 GD1865  HISTORY     - 19870101 MONUMENTED       NGS
 GD1865  HISTORY     - 1987     GOOD             NGS
 GD1865  HISTORY     - 19890428 GOOD
 GD1865  HISTORY     - 19910312 GOOD             NGS
 GD1865  HISTORY     - 19931115 GOOD             NGS
 GD1865  HISTORY     - 19940307 GOOD
 GD1865  HISTORY     - 19950620 GOOD             NGS
 GD1865  HISTORY     - 19970306 GOOD             NGS
 GD1865  HISTORY     - 20010510 GOOD             NGS
 GD1865  HISTORY     - 20020506 GOOD             EMCINC
 GD1865  HISTORY     - 20031010 GOOD             TNDT
 GD1865
 GD1865                          STATION DESCRIPTION
 GD1865
 GD1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1865'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI)
 GD1865'SOUTHWEST OF UNION CITY,
 GD1865'3.2 KM (2 MI) NORTHWEST OF OBION, AND ON THE EAST RIGHT-OF-WAY OF
 GD1865'U.S. HIGHWAY 51 (ALSO KNOWN AS INTERSTATE 155).
 GD1865'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GD1865'
 GD1865'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 183 AND U.S.
 GD1865'HIGHWAY 51 JUST WEST OF OBION GO NORTH FOR 2.4 KM (1.5 MI) ON U.S.
 GD1865'HIGHWAY 51 TO AN OVERPASS BRIDGE.
 GD1865'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.3 KM (0.2 MI) ON U.S.
 GD1865'HIGHWAY 51 TO THE STATION ON THE RIGHT.
 GD1865'
 GD1865'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 11.6
 GD1865'METERS (38 FT).  THE LOGO CAP IS STAMPED---GPS 17 1987---, AND A
 GD1865'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 21.3 METERS (70
 GD1865'FT) EAST-SOUTHEAST FROM THE EDGE OF THE PAVEMENT, AND 0.3 METERS (1
 GD1865'FT) ABOVE SAME, 1.8 METERS (6 FT) WEST-SOUTHWEST FROM A FIBERGLASS
 GD1865'WITNESS POST AT THE EAST RIGHT-OF-WAY FENCE, 48.8 METERS (160 FT)
 GD1865'NORTHEAST FROM THE CENTER OF A CONCRETE CULVERT HEADWALL.
 GD1865
 GD1865                          STATION RECOVERY (1987)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GD1865'RECOVERED IN GOOD CONDITION.
 GD1865
 GD1865                          STATION RECOVERY (1989)
 GD1865
 GD1865'RECOVERED 1989
 GD1865'RECOVERED IN GOOD CONDITION.
 GD1865
 GD1865                          STATION RECOVERY (1991)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1865'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF OBION, AND
 GD1865'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 51 (ALSO KNOWN AS INTERSTATE
 GD1865'HIGHWAY 155).  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, 505
 GD1865'DEADERICK STREET, NASHVILLE, TN 37219, PHONE 901-627-2503.
 GD1865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 GD1865'HIGHWAY 183, ABOUT 1.6 KM (1.00 MI) WEST OF OBION, GO NORTHEAST ON
 GD1865'U.S. HIGHWAY 51 FOR 2.4 KM (1.50 MI) TO A HIGHWAY OVERPASS.  CONTINUE
 GD1865'NORTHEAST ON U.S. HIGHWAY 51 FOR 0.3 KM (0.20 MI) TO THE STATION ON
 GD1865'THE RIGHT.
 GD1865'THE STATION IS LOCATED 48.8 M (160.1 FT) NORTHEAST FROM THE CENTER OF
 GD1865'A CONCRETE CULVERT, 21.3 M (69.9 FT) SOUTHEAST FROM THE SOUTHEAST
 GD1865'EDGE OF THE PAVEMENT OF THE NORTHEAST BOUND LANES OF U.S. HIGHWAY 51
 GD1865'AND 1.8 M (5.9 FT) WEST FROM A WITNESS POST.  NOTE--ACCESS TO DATUM
 GD1865'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GD1865'DESCRIBED BY E.J. HANSMANN
 GD1865
 GD1865                          STATION RECOVERY (1993)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GD1865'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF OBION, AND
 GD1865'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 51 (ALSO KNOWN AS INTERSTATE
 GD1865'HIGHWAY 155).  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, 505
 GD1865'DEADERICK STREET, NASHVILLE, TN 37219, PHONE 901-627-2503.
 GD1865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 GD1865'HIGHWAY 183, ABOUT 1.6 KM (1.00 MI) WEST OF OBION, GO NORTHEAST ON
 GD1865'U.S. HIGHWAY 51 FOR 2.4 KM (1.50 MI) TO A HIGHWAY OVERPASS, CONTINUE
 GD1865'NORTHEAST ON U.S. HIGHWAY 51 FOR 0.3 KM (0.20 MI) TO THE STATION ON
 GD1865'THE RIGHT.
 GD1865'THE STATION IS LOCATED 48.8 M (160.1 FT) NORTHEAST FROM THE CENTER OF
 GD1865'A CONCRETE CULVERT, 21.3 M (69.9 FT) SOUTHEAST FROM THE SOUTHEAST
 GD1865'EDGE OF THE PAVEMENT OF THE NORTHEASTBOUND LANES OF U.S. HIGHWAY 51
 GD1865'AND 1.8 M (5.9 FT) WEST FROM A WITNESS POST.  NOTE--ACCESS TO DATUM
 GD1865'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GD1865'DESCRIBED BY E.J. HANSMANN
 GD1865
 GD1865                          STATION RECOVERY (1994)
 GD1865
 GD1865'RECOVERED 1994
 GD1865'RECOVERED IN GOOD CONDITION.
 GD1865
 GD1865                          STATION RECOVERY (1995)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1865'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF UNION
 GD1865'CITY, 3.2 KM (2.00 MI) NORTHWEST OF OBION, ON THE EAST RIGHT-OF-WAY OF
 GD1865'U.S. HIGHWAY 51 (ALSO KNOWN AS INTERSTATE HIGHWAY 155).
 GD1865'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 GD1865'JUNCTION OF STATE ROUTE 183 AND U.S. HIGHWAY 51 JUST WEST OF OBION, GO
 GD1865'NORTH FOR 2.4 KM (1.50 MI) ON HIGHWAY 51 TO AN OVERPASS BRIDGE.
 GD1865'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.3 KM (0.20 MI) ON HIGHWAY
 GD1865'51 TO STATION ON THE RIGHT.  LOCATED 48.8 M (160.1 FT) NORTHEAST FROM
 GD1865'THE CENTER OF A CONCRETE CULVERT HEADWALL, 23.3 M (76.4 FT)
 GD1865'EAST-SOUTHEAST FROM THE EDGE OF THE PAVEMENT, 1.8 M (5.9 FT)
 GD1865'WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST AT THE EAST RIGHT-OF-WAY
 GD1865'FENCE AND 0.3 M (1.0 FT) ABOVE THE HIGHWAY.  A STEEL SPIKE IS EMBEDDED
 GD1865'IN THE CONCRETE.
 GD1865
 GD1865                          STATION RECOVERY (1997)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GD1865'RECOVERED AS DESCRIBED.  R.G.  HAYES NOTE--THIS STATION IS A NEW
 GD1865'MADRID FAULT SEISMIC ZONE STATION.
 GD1865
 GD1865                          STATION RECOVERY (2001)
 GD1865
 GD1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DAC)
 GD1865'RECOVERED IN GOOD CONDITION.
 GD1865
 GD1865                          STATION RECOVERY (2002)
 GD1865
 GD1865'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 GD1865'FOUND AS DESCRIBED.
 GD1865'
 GD1865
 GD1865                          STATION RECOVERY (2003)
 GD1865
 GD1865'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1865'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3640 ***********************************************************************
 GA3640  CBN         -  This is a Cooperative Base Network Control Station.
 GA3640  PACS        -  This is a Primary Airport Control Station.
 GA3640  DESIGNATION -  GPS 18
 GA3640  PID         -  GA3640
 GA3640  STATE/COUNTY-  TN/GREENE
 GA3640  USGS QUAD   -  GREENEVILLE (1961)
 GA3640
 GA3640                         *CURRENT SURVEY CONTROL
 GA3640  ___________________________________________________________________
 GA3640* NAD 83(1995)-  36 11 36.69841(N)    082 48 47.61259(W)     ADJUSTED  
 GA3640* NAVD 88     -       488.50   (meters)    1602.7    (feet)  N HEIGHT  
 GA3640  ___________________________________________________________________
 GA3640  X           -     644,751.650 (meters)                     COMP
 GA3640  Y           -  -5,113,226.690 (meters)                     COMP
 GA3640  Z           -   3,745,813.062 (meters)                     COMP
 GA3640  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GA3640  ELLIP HEIGHT-         457.14  (meters)          (08/03/04) GPS OBS
 GA3640  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA3640  DYNAMIC HT  -         488.04  (meters)    1601.2   (feet)  COMP
 GA3640  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 GA3640
 GA3640  HORZ ORDER  -  B
 GA3640  VERT ORDER  -  THIRD
 GA3640  ELLP ORDER  -  FOURTH    CLASS I
 GA3640
 GA3640.This mark is at Greeneville Airport (GCY)
 GA3640
 GA3640.The horizontal coordinates were established by GPS observations
 GA3640.and adjusted by the National Geodetic Survey in December 1995..
 GA3640
 GA3640.The orthometric height was determined by differential leveling
 GA3640.and adjusted by the National Geodetic Survey in August 1996..
 GA3640.The height was determined by precise leveling from only one NSRS
 GA3640.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GA3640.allowed ONLY to validate the GPS-derived height.
 GA3640
 GA3640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3640
 GA3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3640
 GA3640.The ellipsoidal height was determined by GPS observations
 GA3640.and is referenced to NAD 83.
 GA3640
 GA3640.The geoid height was determined by GEOID03.
 GA3640
 GA3640.The dynamic height is computed by dividing the NAVD 88
 GA3640.geopotential number by the normal gravity value computed on the
 GA3640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3640.degrees latitude (g = 980.6199 gals.).
 GA3640
 GA3640.The modeled gravity was interpolated from observed gravity values.
 GA3640
 GA3640;                    North         East     Units Scale Factor Converg.
 GA3640;SPC TN       -   211,054.539   886,567.843   MT  0.99996802   +1 51 56.4
 GA3640;SPC TN       -   692,434.77  2,908,681.33   sFT  0.99996802   +1 51 56.4
 GA3640;UTM  17      - 4,006,937.446   336,970.183   MT  0.99992749   -1 04 15.5
 GA3640
 GA3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3640!SPC TN       -   0.99992826  x   0.99996802  =   0.99989628
 GA3640!UTM  17      -   0.99992826  x   0.99992749  =   0.99985575
 GA3640
 GA3640|---------------------------------------------------------------------|
 GA3640| PID    Reference Object                     Distance      Geod. Az  |
 GA3640|                                                           dddmmss.s |
 GA3640| GA3654 GPS 18 AZ MK                        376.196 METERS 23350     |
 GA3640|---------------------------------------------------------------------|
 GA3640
 GA3640                          SUPERSEDED SURVEY CONTROL
 GA3640
 GA3640  NAD 83(1986)-  36 11 36.70552(N)    082 48 47.61550(W) AD(       ) 1
 GA3640  ELLIP H (12/14/95)  457.17   (m)                       GP(       ) 1 2
 GA3640  NAD 83(1995)-  36 11 36.70140(N)    082 48 47.61931(W) AD(       ) B
 GA3640  ELLIP H (09/07/90)  456.97   (m)                       GP(       ) 4 1
 GA3640  NAD 27      -  36 11 36.34103(N)    082 48 48.06898(W) AD(       ) 3
 GA3640  NAVD 88 (08/03/04)  488.50   (m)         1602.7    (f) LEVELING    3  
 GA3640  NAVD 88 (12/14/95)  488.50   (m)         1602.7    (f) LEVELING    3  
 GA3640  NGVD 29 (??/??/??)  488.63   (m)         1603.1    (f) N HEIGHT    3  
 GA3640
 GA3640.Superseded values are not recommended for survey control.
 GA3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3640.See file dsdata.txt to determine how the superseded data were derived.
 GA3640
 GA3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3697006937(NAD 83)
 GA3640_MARKER: I = METAL ROD
 GA3640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3640_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3640_STAMPING: GPS 18 1987
 GA3640_MARK LOGO: NGS   
 GA3640_PROJECTION: FLUSH
 GA3640_MAGNETIC: I = MARKER IS A STEEL ROD
 GA3640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3640+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3640_ROD/PIPE-DEPTH: 9.40 meters
 GA3640_SLEEVE-DEPTH  : 0.90 meters
 GA3640
 GA3640  HISTORY     - Date     Condition        Report By
 GA3640  HISTORY     - 1987     MONUMENTED       NGS
 GA3640  HISTORY     - 19881221 GOOD
 GA3640  HISTORY     - 19890613 GOOD             NGS
 GA3640  HISTORY     - 19950330 GOOD             NGS
 GA3640  HISTORY     - 19950607 GOOD             NGS
 GA3640  HISTORY     - 20011214 GOOD             NGS
 GA3640  HISTORY     - 20031010 GOOD             TNDT
 GA3640
 GA3640                          STATION DESCRIPTION
 GA3640
 GA3640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3640'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 GA3640'NORTH OF GREENVILLE, AT THE GREENEVILLE MUNICIPAL AIRPORT.
 GA3640'OWNERSHIP--AIRPORT MANAGER IS FRANK SCOTT, TELEPHONE (615)639-0225.
 GA3640'
 GA3640'THE STATION IS LOCATED ON THE GREENEVILLE MUNICIPAL AIRPORT, ABOUT
 GA3640'0.2 (0.1 MI) NORTH-NORTHWEST FROM THE AIRPORT OFFICE, BETWEEN AN
 GA3640'AIRCRAFT PARKING AREA AND THE RUNWAY.
 GA3640'
 GA3640'THE STATION IS A 3-D MARK WITH STAINLESS STEEL MARK DRIVEN 9.4
 GA3640'METERS (31 FT).  THE LOGO CAP IS STAMPED---GPS 18 1987---, AND A
 GA3640'STEEL SPIKE IS SET IN THE CONCRETE.  LOCATED 72.2 METERS (237 FT)
 GA3640'WEST FROM THE TAXIWAY CENTERLINE, 67.1 METERS (220 FT) SOUTHEAST
 GA3640'FROM THE RUNWAY CENTERLINE, AND 0.9 METERS (3 FT) BELOW SAME, 22.6
 GA3640'METERS (74 FT) NORTH FROM A WIND VANE, 20.0 METERS (65.5 FT) NORTH
 GA3640'FROM A WIND SOCK, 20.1 METERS (66 FT) NORTHWEST FROM THE NORTHWEST
 GA3640'EDGE OF THE PAVED PARKING AREA, 0.3 METERS (1 FT) SOUTHEAST FROM A
 GA3640'FIBERGLASS WITNESS POST.
 GA3640
 GA3640                          STATION RECOVERY (1988)
 GA3640
 GA3640'RECOVERED 1988
 GA3640'RECOVERED IN GOOD CONDITION.
 GA3640
 GA3640                          STATION RECOVERY (1989)
 GA3640
 GA3640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GA3640'THE STATION IS LOCATED MIDFIELD AT GREENEVILLE MUNICIPAL AIRPORT.  THE
 GA3640'STATION IS 219.9 FEET (67.0 M) SOUTHEAST OF THE RUNWAY CENTERLINE,
 GA3640'66.1 FEET (20.1 M) NORTHWEST OF THE NORTHWEST EDGE OF RAMP, 65.5 FEET
 GA3640'(20.0 M) NORTHWEST OF THE MIDFIELD WINDSOCK,74.4 FEET NORTH OF A WIND
 GA3640'VANE, AND 313.4 FEET (95.5 M) NORTHEAST OF THE NORTHWEST CORNER OF
 GA3640'RAMP.  THE STATION IS A STAINLESS STEEL ROD ENCASED IN A STANDARD NGS
 GA3640'FLANGE COVER AND SET 0.1 FOOT (3.0 CM) BENEATH GROUND.  THE COVER IS
 GA3640'STAMPED GPS18 1987.
 GA3640
 GA3640                          STATION RECOVERY (1995)
 GA3640
 GA3640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3640'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH OF GREENVILLE, AT
 GA3640'THE GREENVILLE MUNICIPAL AIRPORT.  OWNERSHIP--GREENVILLE AVIATION
 GA3640'SERVICES.  AIRPORT MANAGER IS PAM SMEAD, PHONE 615-639-6275.  THE
 GA3640'STATION IS LOCATED ON THE GREENVILLE MUNICIPAL AIRPORT, ABOUT 0.2 MI
 GA3640'(0.3 KM) NORTH-NORTHWEST FROM THE AIRPORT OFFICE, BETWEEN AN AIRCRAFT
 GA3640'PARKING AREA AND THE RUNWAY.  LOCATED 72.2 M (236.9 FT) WEST FROM THE
 GA3640'CENTERLINE OF TAXI, 67.1 M (220.1 FT) SOUTHEAST FROM THE RUNWAY
 GA3640'CENTERLINE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE RUNWAY, 22.6 M (74.1
 GA3640'FT) NORTH FROM A WIND VANE, 20.0 M (65.6 FT) NORTH FROM A WIND SOCK,
 GA3640'20.1 M (65.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE PAVED
 GA3640'PARKING AREA, 0.3 M (1.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 GA3640
 GA3640                          STATION RECOVERY (1995)
 GA3640
 GA3640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3640'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH OF GREENEVILLE, AT
 GA3640'THE GREENEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS PAM
 GA3640'SMEAD, GREENVILLE AVIATION SERVICES, PHONE 615-639-6275.  THE STATION
 GA3640'IS LOCATED ON THE GREENVILLE MUNICIPAL AIRPORT, ABOUT 0.2 KM (0.10 MI)
 GA3640'NORTH-NORTHEAST FROM THE AIRPORT OFFICE, BETWEEN AN AIRCRAFT PARKING
 GA3640'AREA AND THE RUNWAY.  LOCATED 72.2 M (236.9 FT) WEST FROM THE TAXIWAY
 GA3640'CENTERLINE, 67.1 M (220.1 FT) SOUTHEAST FROM THE RUNWAY CENTERLINE,
 GA3640'22.6 M (74.1 FT) NORTH FROM A WIND VANE, 20.0 M (65.6 FT) NORTH FROM A
 GA3640'WIND SOCK, 20.1 M (65.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A
 GA3640'PAVED PARKING AREA, 0.3 M (1.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS
 GA3640'POST AND 0.9 M (3.0 FT) LOWER THAN THE RUNWAY. A STEEL SPIKE IS SET IN
 GA3640'THE CONCRETE.
 GA3640
 GA3640                          STATION RECOVERY (2001)
 GA3640
 GA3640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 GA3640'RECOVERED AS DESCRIBED 12 / 14 / 2001 BY R.G. HAYES
 GA3640' 
 GA3640'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 GA3640'
 GA3640
 GA3640                          STATION RECOVERY (2003)
 GA3640
 GA3640'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3640'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3654 ***********************************************************************
 GA3654  SACS        -  This is a Secondary Airport Control Station.
 GA3654  DESIGNATION -  GPS 18 AZ MK
 GA3654  PID         -  GA3654
 GA3654  STATE/COUNTY-  TN/GREENE
 GA3654  USGS QUAD   -  GREENEVILLE (1961)
 GA3654
 GA3654                         *CURRENT SURVEY CONTROL
 GA3654  ___________________________________________________________________
 GA3654* NAD 83(1995)-  36 11 29.49608(N)    082 48 59.76862(W)     ADJUSTED  
 GA3654* NAVD 88     -       486.59   (meters)    1596.4    (feet)  GPS OBS   
 GA3654  ___________________________________________________________________
 GA3654  X           -     644,466.511 (meters)                     COMP
 GA3654  Y           -  -5,113,393.259 (meters)                     COMP
 GA3654  Z           -   3,745,632.791 (meters)                     COMP
 GA3654  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 GA3654  ELLIP HEIGHT-         455.28  (meters)          (08/03/04) GPS OBS
 GA3654  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA3654
 GA3654  HORZ ORDER  -  FIRST
 GA3654  ELLP ORDER  -  FOURTH    CLASS I
 GA3654
 GA3654.This mark is at Greeneville Airport (GCY)
 GA3654
 GA3654.The horizontal coordinates were established by GPS observations
 GA3654.and adjusted by the National Geodetic Survey in June 2002..
 GA3654
 GA3654.The orthometric height was determined by GPS observations and a
 GA3654.high-resolution geoid model.
 GA3654
 GA3654.GPS derived orthometric heights for airport stations designated as
 GA3654.PACS or SACS are published to 2 decimal places.  This maintains
 GA3654.centimeter relative accuracy between the PACS and SACS.  It does
 GA3654.not indicate centimeter accuracy relative to other marks which are
 GA3654.part of the NAVD 88 network.
 GA3654
 GA3654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3654
 GA3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3654
 GA3654.The ellipsoidal height was determined by GPS observations
 GA3654.and is referenced to NAD 83.
 GA3654
 GA3654.The geoid height was determined by GEOID03.
 GA3654
 GA3654;                    North         East     Units Scale Factor Converg.
 GA3654;SPC TN       -   210,822.784   886,271.526   MT  0.99996781   +1 51 49.3
 GA3654;SPC TN       -   691,674.42  2,907,709.16   sFT  0.99996781   +1 51 49.3
 GA3654;UTM  17      - 4,006,721.186   336,662.394   MT  0.99992873   -1 04 22.5
 GA3654
 GA3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3654!SPC TN       -   0.99992855  x   0.99996781  =   0.99989636
 GA3654!UTM  17      -   0.99992855  x   0.99992873  =   0.99985729
 GA3654
 GA3654|---------------------------------------------------------------------|
 GA3654| PID    Reference Object                     Distance      Geod. Az  |
 GA3654|                                                           dddmmss.s |
 GA3654| GA3640 GPS 18                              376.196 METERS 05350     |
 GA3654|---------------------------------------------------------------------|
 GA3654
 GA3654                          SUPERSEDED SURVEY CONTROL
 GA3654
 GA3654  ELLIP H (06/20/02)  455.29   (m)                       GP(       ) 4 1
 GA3654  NAD 83(1995)-  36 11 29.49625(N)    082 48 59.76917(W) AD(       ) 3
 GA3654  NAD 83(1995)-  36 11 29.49924(N)    082 48 59.77589(W) AD(       ) 3
 GA3654  NGVD 29 (09/17/90)  486.7    (m)         1597.     (f) GPS OBS        
 GA3654
 GA3654.Superseded values are not recommended for survey control.
 GA3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3654.See file dsdata.txt to determine how the superseded data were derived.
 GA3654
 GA3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3666206721(NAD 83)
 GA3654_MARKER: I = METAL ROD
 GA3654_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GA3654+WITH SETTING: INFORMATION.
 GA3654_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3654_STAMPING: GPS 18 AZ MK 1987
 GA3654_MARK LOGO: NGS   
 GA3654_PROJECTION: RECESSED 3 CENTIMETERS
 GA3654_MAGNETIC: I = MARKER IS A STEEL ROD
 GA3654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3654+STABILITY: SURFACE MOTION
 GA3654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3654+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3654_ROD/PIPE-DEPTH: 1.52 meters
 GA3654_SLEEVE-DEPTH  : 0.90 meters
 GA3654
 GA3654  HISTORY     - Date     Condition        Report By
 GA3654  HISTORY     - 1987     MONUMENTED       NGS
 GA3654  HISTORY     - 19881230 GOOD
 GA3654  HISTORY     - 19890613 GOOD             NGS
 GA3654  HISTORY     - 20011214 GOOD             NGS
 GA3654  HISTORY     - 20031010 GOOD             TNDT
 GA3654
 GA3654                          STATION DESCRIPTION
 GA3654
 GA3654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GA3654'FROM THE JUNCTION OF US HIGHWAY 11E NORTH BY PASS AND U.S. HIGHWAY
 GA3654'11E BUSINESS ROUTE, NORTHWEST OF GREENVILLE, GO 1.7 MILES NORTHERLY
 GA3654'ALONG US HIGHWAY 11E TO THE JUNCTION OF STATE HIGHWAY 172, THENCE
 GA3654'0.15 MILE NORTH ALONG STATE HIGHWAY 172 TO THE JUNCTION OF AN ACCESS
 GA3654'ROAD JUST PAST THE US HIGHWAY 11E SOUTH LANES OVERPASS, THENCE 0.35
 GA3654'MILE EASTERLY ALONG THE ACCESS ROAD TO THE JUNCTION OF WHITE HOUSE
 GA3654'ROAD, THENCE 0.80 MILE NORTHERLY ALONG WHITE HOUSE ROAD TO THE
 GA3654'OFFICE OF THE GREENVILLE MUNICIPAL AIRPORT, THENCE 0.25 MILE
 GA3654'NORTHWESTERLY ALONG THE TAXIWAY TO MARK BETWEEN THE TAXIWAY AND
 GA3654'RUNWAY WHERE THEY FORM A TRIANGLE, A 3-D MARK, A STAINLESS STEEL
 GA3654'ROD DRIVEN TO REFUSAL AT 5.0 FEET, 2 INCHES BELOW GROUND, ENCASED
 GA3654'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC
 GA3654'PIPE WITH LOGO CAP ---STAMPED GPS 18 AZ MK 1987 RECESSED 1 INCH, 30.0
 GA3654'FEET SOUTHEAST OF SOUTHEAST EDGE OF NORTHEAST-SOUTHEAST TAXIWAY, 12.6
 GA3654'FEET EAST OF A BLACK TAXI SIGN BOX, 19.9 FEET NORTHEAST OF A SMALL
 GA3654'CONCRETE DUCT COVER WITH THE WORD DUCT ENGRAVED IN IT, AND 2.0 FEET
 GA3654'SOUTHWEST OF A FIBERGLASS WITNESS POST.  A 1 FOOT REBAR WAS PUT
 GA3654'IN CONCRETE AROUND MARK.  NOTE -- MARK IS 0.25 MILE NORTHWEST
 GA3654'OF GPS 18 1987.
 GA3654
 GA3654                          STATION RECOVERY (1988)
 GA3654
 GA3654'RECOVERED 1988
 GA3654'RECOVERED IN GOOD CONDITION.
 GA3654
 GA3654                          STATION RECOVERY (1989)
 GA3654
 GA3654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GA3654'THE STATION IS LOCATED APPROXIMATELY 2670 FEET (813.8 M) NORTHEAST OF
 GA3654'RUNWAY END 5 AT GREENVILLE MUNICIPAL AIRPORT.  THE STATION IS 80.7
 GA3654'FEET (24.6 M) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 44.9 FEET
 GA3654'(13.7 M) SOUTH OF THE FIRST RUNWAY LIGHT NORTHEAST OF RWY/TXY
 GA3654'INTERSECTION, 40.9 FEET (12.5 M) NORTHWEST OF THE CENTERLINE OF THE
 GA3654'TAXIWAY, 13.5 FEET (4.1 M) NORTH OF A TAXIWAY LIGHT, AND 12.5 FEET
 GA3654'(3.8 M) NORTHEAST OF A TAXIWAY SIGN.  THE STATION IS A STAINLESS STEEL
 GA3654'ROD ENCASED IN A STANDARD NGS FLANGE COVER SET 0.3 FOOT (9.1 CM)
 GA3654'BENEATH THE GROUND.  THE COVER IS STAMPED GPS18 AZ MK 1987.
 GA3654
 GA3654                          STATION RECOVERY (2001)
 GA3654
 GA3654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 GA3654'RECOVERED AS DESCRIBED 12 / 14 / 2001  BY R.G. HAYES
 GA3654' 
 GA3654'NOTE--THE ROD DEPTH IS 1.52 M AND THE SLEEVE DEPTH IS 0.9 M
 GA3654' 
 GA3654'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 GA3654' 
 GA3654'
 GA3654
 GA3654                          STATION RECOVERY (2003)
 GA3654
 GA3654'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3654'THE AZIMUTH MARK IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF
 GA3654'GREENEVILLE, AT THE GREENEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT
 GA3654'AUTHORITY, TELEPHONE (615) 639-6275.
 GA3654' 
 GA3654'THE AZIMUTH MARK IS LOCATED ON THE GREENEVILLE MUNICIPAL AIRPORT,
 GA3654'ABOUT 0.4 KM (0.25 MI) SOUTHWEST FROM THE AIRPORT OFFICE, BETWEEN THE
 GA3654'TAXIWAY AND RUNWAY WHERE THEY FORM A TRIANGLE.
 GA3654' 
 GA3654'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 1.52 M
 GA3654'(5 FT).  THE LOGO CAP IS STAMPED--GPS 18 AZ MK 1987--, AND A STEEL
 GA3654'REBAR IS SET IN THE CONCRETE.  LOCATED 9.15 M (30 FT) SOUTHEAST OF THE
 GA3654'SOUTHEAST EDGE OF THE RUNWAY, 6.25 M (20.5 FT) NORTHWEST OF THE
 GA3654'NORTHWEST EDGE OF THE TAXIWAY, 3.84 M (12.6 FT) EAST OF A BLACK TAXI
 GA3654'SIGN BOX, 6.07 M (19.9 FT) NORTHEAST OF A SMALL CONCRETE DUCT COVER
 GA3654'WITH THE WORD -DUCT- ENGRAVED, AND 0.6 M (2.0 FT) SOUTHWEST FROM A
 GA3654'FIBERGLASS WITNESS POST.  THE MARK IS 0.4 KM (0.25 MI) SOUTHWEST OF
 GA3654'GPS 18 1987.
 GA3654' 
 GA3654'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 GA3654'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3324 ***********************************************************************
 FB3324  CBN         -  This is a Cooperative Base Network Control Station.
 FB3324  DESIGNATION -  GPS 19
 FB3324  PID         -  FB3324
 FB3324  STATE/COUNTY-  TN/COCKE
 FB3324  USGS QUAD   -  CHESTNUT HILL (1980)
 FB3324
 FB3324                         *CURRENT SURVEY CONTROL
 FB3324  ___________________________________________________________________
 FB3324* NAD 83(1995)-  35 58 12.57726(N)    083 15 33.63286(W)     ADJUSTED  
 FB3324* NAVD 88     -       399.303  (meters)    1310.05   (feet)  ADJUSTED  
 FB3324  ___________________________________________________________________
 FB3324  X           -     606,624.878 (meters)                     COMP
 FB3324  Y           -  -5,132,517.494 (meters)                     COMP
 FB3324  Z           -   3,725,728.947 (meters)                     COMP
 FB3324  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FB3324  ELLIP HEIGHT-         368.44  (meters)          (08/03/04) GPS OBS
 FB3324  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FB3324  DYNAMIC HT  -         398.928 (meters)    1308.82  (feet)  COMP
 FB3324  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FB3324
 FB3324  HORZ ORDER  -  B
 FB3324  VERT ORDER  -  THIRD
 FB3324  ELLP ORDER  -  FOURTH    CLASS I
 FB3324
 FB3324.The horizontal coordinates were established by GPS observations
 FB3324.and adjusted by the National Geodetic Survey in December 1995..
 FB3324
 FB3324.The orthometric height was determined by differential leveling
 FB3324.and adjusted by the National Geodetic Survey in August 1996..
 FB3324
 FB3324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3324
 FB3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3324
 FB3324.The ellipsoidal height was determined by GPS observations
 FB3324.and is referenced to NAD 83.
 FB3324
 FB3324.The geoid height was determined by GEOID03.
 FB3324
 FB3324.The dynamic height is computed by dividing the NAVD 88
 FB3324.geopotential number by the normal gravity value computed on the
 FB3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3324.degrees latitude (g = 980.6199 gals.).
 FB3324
 FB3324.The modeled gravity was interpolated from observed gravity values.
 FB3324
 FB3324;                    North         East     Units Scale Factor Converg.
 FB3324;SPC TN       -   185,065.499   847,156.481   MT  0.99995121   +1 36 16.2
 FB3324;SPC TN       -   607,169.06  2,779,379.22   sFT  0.99995121   +1 36 16.2
 FB3324;UTM  17      - 3,982,998.778   296,277.641   MT  1.00011142   -1 19 39.0
 FB3324
 FB3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3324!SPC TN       -   0.99994218  x   0.99995121  =   0.99989339
 FB3324!UTM  17      -   0.99994218  x   1.00011142  =   1.00005359
 FB3324
 FB3324                          SUPERSEDED SURVEY CONTROL
 FB3324
 FB3324  NAD 83(1986)-  35 58 12.58302(N)    083 15 33.63872(W) AD(       ) 1
 FB3324  ELLIP H (12/14/95)  368.49   (m)                       GP(       ) 1 2
 FB3324  NAD 83(1995)-  35 58 12.58028(N)    083 15 33.63904(W) AD(       ) B
 FB3324  ELLIP H (09/07/90)  368.34   (m)                       GP(       ) 4 1
 FB3324  NAD 27      -  35 58 12.24305(N)    083 15 34.06233(W) AD(       ) 3
 FB3324  NAVD 88 (11/04/96)  399.30   (m)         1310.0    (f) LEVELING    3  
 FB3324  NAVD 88 (12/14/95)  399.30   (m)         1310.0    (f) LEVELING    3  
 FB3324  NGVD 29 (09/07/90)  399.46   (m)         1310.6    (f) LEVELING    3  
 FB3324
 FB3324.Superseded values are not recommended for survey control.
 FB3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3324.See file dsdata.txt to determine how the superseded data were derived.
 FB3324
 FB3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9627882999(NAD 83)
 FB3324_MARKER: I = METAL ROD
 FB3324_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB3324_SP_SET: OBJECT DRIVEN INTO GROUND
 FB3324_STAMPING: GPS 19 1987
 FB3324_MARK LOGO: NGS   
 FB3324_PROJECTION: FLUSH
 FB3324_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3324+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 FB3324_ROD/PIPE-DEPTH: 4.00 meters
 FB3324_SLEEVE-DEPTH  : 0.90 meters
 FB3324
 FB3324  HISTORY     - Date     Condition        Report By
 FB3324  HISTORY     - 1987     MONUMENTED       NGS
 FB3324  HISTORY     - 19881209 GOOD
 FB3324  HISTORY     - 19950330 GOOD             NGS
 FB3324  HISTORY     - 19950607 GOOD             NGS
 FB3324  HISTORY     - 20031010 GOOD             TNDT
 FB3324  HISTORY     - 20050429 GOOD             CAS
 FB3324
 FB3324                          STATION DESCRIPTION
 FB3324
 FB3324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FB3324'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) WEST OF NEWPORT, AT THE
 FB3324'JUNCTION OF INTERSTATE 40 AND U.S. HIGHWAYS 25 AND 70.
 FB3324'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FB3324'
 FB3324'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE ROUTES 81 AND
 FB3324'40 GO SOUTHEAST FOR 16.1 KM (10 MI) ON INTERSTATE 40 TO EXIT 432A
 FB3324'AND THE STATION ATOP A 9.1 METERS (30 FT) HILL IN A TRIANGLE PLOT
 FB3324'OF GROUND FORMED BY EASTBOUND INTERSTATE 40, U.S. HIGHWAYS 25 AND
 FB3324'70, AND THE EXIT RAMP TO SAME.
 FB3324'
 FB3324'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 4.0 METERS
 FB3324'(13 FT).  THE LOGO CAP IS STAMPED---GPS 19 1987---, AND A STEEL
 FB3324'SPIKE IS SET IN THE CONCRETE.  LOCATED 61.3 METERS (201 FT) WEST
 FB3324'FROM A UTILITY POLE NEAR THE WEST CORNER OF THE EASTBOUND BRIDGE,
 FB3324'43.0 METERS (141 FT) NORTH FROM A UTILITY POLE NUMBERED A 874, 2.1
 FB3324'METERS (7 FT) SOUTHWEST FROM THE TOP OF A SLOPE ABOVE THE EASTBOUND
 FB3324'INTERSTATE 40, 0.3 METERS (1.0 FT) WEST FROM A FIBERGLASS WITNESS
 FB3324'POST.
 FB3324
 FB3324                          STATION RECOVERY (1988)
 FB3324
 FB3324'RECOVERED 1988
 FB3324'RECOVERED IN GOOD CONDITION.
 FB3324
 FB3324                          STATION RECOVERY (1995)
 FB3324
 FB3324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FB3324'RECOVERED AS DESCRIBED.
 FB3324
 FB3324                          STATION RECOVERY (1995)
 FB3324
 FB3324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FB3324'RECOVERED AS DESCRIBED.
 FB3324
 FB3324                          STATION RECOVERY (2003)
 FB3324
 FB3324'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB3324'RECOVERED AS DESCRIBED.
 FB3324
 FB3324                          STATION RECOVERY (2005)
 FB3324
 FB3324'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FB3324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7700 ***********************************************************************
 DG7700  CBN         -  This is a Cooperative Base Network Control Station.
 DG7700  DESIGNATION -  GPS 1A
 DG7700  PID         -  DG7700
 DG7700  STATE/COUNTY-  TN/JOHNSON
 DG7700  USGS QUAD   -  MOUNTAIN CITY (1978)
 DG7700
 DG7700                         *CURRENT SURVEY CONTROL
 DG7700  ___________________________________________________________________
 DG7700* NAD 83(1995)-  36 28 46.19550(N)    081 48 28.25723(W)     ADJUSTED  
 DG7700* NAVD 88     -       733.2    (meters)    2406.     (feet)  GPS OBS   
 DG7700  ___________________________________________________________________
 DG7700  X           -     731,718.876 (meters)                     COMP
 DG7700  Y           -  -5,082,709.490 (meters)                     COMP
 DG7700  Z           -   3,771,522.973 (meters)                     COMP
 DG7700  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DG7700  ELLIP HEIGHT-         702.11  (meters)          (08/03/04) GPS OBS
 DG7700  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DG7700
 DG7700  HORZ ORDER  -  A
 DG7700  ELLP ORDER  -  FOURTH    CLASS I
 DG7700
 DG7700.The horizontal coordinates were established by GPS observations
 DG7700.and adjusted by the National Geodetic Survey in August 2004..
 DG7700
 DG7700.The orthometric height was determined by GPS observations and a
 DG7700.high-resolution geoid model.
 DG7700
 DG7700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7700
 DG7700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7700
 DG7700.The ellipsoidal height was determined by GPS observations
 DG7700.and is referenced to NAD 83.
 DG7700
 DG7700.The geoid height was determined by GEOID03.
 DG7700
 DG7700;                    North         East     Units Scale Factor Converg.
 DG7700;SPC TN       -   246,165.934   975,567.926   MT  1.00001175   +2 27 15.3
 DG7700;SPC TN       -   807,629.40  3,200,675.77   sFT  1.00001175   +2 27 15.3
 DG7700;UTM  17      - 4,037,437.335   427,633.072   MT  0.99966452   -0 28 49.1
 DG7700
 DG7700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7700!SPC TN       -   0.99988982  x   1.00001175  =   0.99990157
 DG7700!UTM  17      -   0.99988982  x   0.99966452  =   0.99955438
 DG7700
 DG7700                          SUPERSEDED SURVEY CONTROL
 DG7700
 DG7700.No superseded survey control is available for this station.
 DG7700
 DG7700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2763337437(NAD 83)
 DG7700_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7700_SETTING: 0 = UNSPECIFIED SETTING
 DG7700_SP_SET: SET ATOP REBAR IN CONCRETE
 DG7700_STAMPING: GPS 1A
 DG7700_MARK LOGO: TNDT  
 DG7700_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7700+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7700
 DG7700  HISTORY     - Date     Condition        Report By
 DG7700  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7700
 DG7700                          STATION DESCRIPTION
 DG7700
 DG7700'DESCRIBED BY TN DEPT OF TRANSP 2003 (BES)
 DG7700'NO TEXT RECEIVED FOR THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3641 ***********************************************************************
 GA3641  FBN         -  This is a Federal Base Network Control Station.
 GA3641  DESIGNATION -  GPS 2
 GA3641  PID         -  GA3641
 GA3641  STATE/COUNTY-  TN/WASHINGTON
 GA3641  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA3641
 GA3641                         *CURRENT SURVEY CONTROL
 GA3641  ___________________________________________________________________
 GA3641* NAD 83(1995)-  36 24 05.68835(N)    082 36 45.67357(W)     ADJUSTED  
 GA3641* NAVD 88     -       532.90   (meters)    1748.4    (feet)  N HEIGHT  
 GA3641  ___________________________________________________________________
 GA3641  X           -     660,891.516 (meters)                     COMP
 GA3641  Y           -  -5,097,419.889 (meters)                     COMP
 GA3641  Z           -   3,764,447.348 (meters)                     COMP
 GA3641  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GA3641  ELLIP HEIGHT-         501.51  (meters)          (08/03/04) GPS OBS
 GA3641  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA3641  DYNAMIC HT  -         532.40  (meters)    1746.7   (feet)  COMP
 GA3641  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 GA3641
 GA3641  HORZ ORDER  -  B
 GA3641  VERT ORDER  -  THIRD
 GA3641  ELLP ORDER  -  FOURTH    CLASS I
 GA3641
 GA3641.The horizontal coordinates were established by GPS observations
 GA3641.and adjusted by the National Geodetic Survey in June 1994..
 GA3641
 GA3641.The orthometric height was determined by differential leveling
 GA3641.and adjusted by the National Geodetic Survey in August 1996..
 GA3641.The height was determined by precise leveling from only one NSRS
 GA3641.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GA3641.allowed ONLY to validate the GPS-derived height.
 GA3641
 GA3641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3641
 GA3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3641
 GA3641.The ellipsoidal height was determined by GPS observations
 GA3641.and is referenced to NAD 83.
 GA3641
 GA3641.The geoid height was determined by GEOID03.
 GA3641
 GA3641.The dynamic height is computed by dividing the NAVD 88
 GA3641.geopotential number by the normal gravity value computed on the
 GA3641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3641.degrees latitude (g = 980.6199 gals.).
 GA3641
 GA3641.The modeled gravity was interpolated from observed gravity values.
 GA3641
 GA3641;                    North         East     Units Scale Factor Converg.
 GA3641;SPC TN       -   234,732.431   903,795.239   MT  0.99999736   +1 58 59.0
 GA3641;SPC TN       -   770,117.98  2,965,201.55   sFT  0.99999736   +1 58 59.0
 GA3641;UTM  17      - 4,029,699.001   355,387.119   MT  0.99985766   -0 57 25.9
 GA3641
 GA3641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3641!SPC TN       -   0.99992130  x   0.99999736  =   0.99991866
 GA3641!UTM  17      -   0.99992130  x   0.99985766  =   0.99977897
 GA3641
 GA3641                          SUPERSEDED SURVEY CONTROL
 GA3641
 GA3641  ELLIP H (06/29/94)  501.52   (m)                       GP(       ) 4 1
 GA3641  ELLIP H (04/04/94)  501.27   (m)                       GP(       ) 4 1
 GA3641  NAD 83(1995)-  36 24 05.69186(N)    082 36 45.68080(W) AD(       ) B
 GA3641  ELLIP H (09/07/90)  501.27   (m)                       GP(       ) 4 1
 GA3641  NAVD 88 (12/14/95)  532.90   (m)         1748.4    (f) LEVELING    3  
 GA3641  NGVD 29 (??/??/??)  533.04   (m)         1748.8    (f) N HEIGHT    3  
 GA3641
 GA3641.Superseded values are not recommended for survey control.
 GA3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3641.See file dsdata.txt to determine how the superseded data were derived.
 GA3641
 GA3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5538729699(NAD 83)
 GA3641_MARKER: DH = HORIZONTAL CONTROL DISK
 GA3641_SETTING: 66 = SET IN ROCK OUTCROP
 GA3641_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA3641_STAMPING: GPS 2 1987
 GA3641_MARK LOGO: NGS   
 GA3641_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3641+STABILITY: POSITION/ELEVATION WELL
 GA3641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3641+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3641
 GA3641  HISTORY     - Date     Condition        Report By
 GA3641  HISTORY     - 1987     MONUMENTED       NGS
 GA3641  HISTORY     - 1987     GOOD             NGS
 GA3641  HISTORY     - 19930304 GOOD             NOS
 GA3641  HISTORY     - 19930628 GOOD             NGS
 GA3641  HISTORY     - 19950606 GOOD             NGS
 GA3641  HISTORY     - 20010331 GOOD             NGS
 GA3641  HISTORY     - 20031010 GOOD             TNDT
 GA3641
 GA3641                          STATION DESCRIPTION
 GA3641
 GA3641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3641'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI)
 GA3641'NORTHWEST OF JOHNSON CITY AT THE JUNCTION OF INTERSTATE 81 AND
 GA3641'STATE ROUTE 93.
 GA3641'OWNERSHIP--ROAD RIGHT-OF-WAY.
 GA3641'
 GA3641'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 81 AND STATE
 GA3641'ROUTE 93 ATOP A 12.2 METER (40 FT) HILL IN THE TRIANGLE PLOT OF
 GA3641'GROUND FORMED BY THE EXIT AND ENTRANCE RAMPS OF NORTHBOUND
 GA3641'INTERSTATE 81.
 GA3641'
 GA3641'THE STATION IS A STANDARD NGS DISK
 GA3641'STAMPED---GPS 2 1987---,
 GA3641'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.3 METERS (1.0
 GA3641'FT) BY 0.5 METERS (1.5 FT) AND PROJECTING 0.06 METERS (0.2 FT).
 GA3641'LOCATED 10.13 METERS (33.24 FT) SOUTH FROM STATION MAC 2, A PLAIN
 GA3641'BRASS DISK STAMPED---MAC-2 T-DOT 1984---, AND SET INTO THE TOP OF A
 GA3641'30 CM CONCRETE MONUMENT FLUSH WITH GROUND,
 GA3641'6.7 METERS (22 FT) NORTHEAST FROM THE TOP OF A 12.2 METER (40 FT)
 GA3641'CUT,
 GA3641'0.5 METERS (1.5 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 GA3641
 GA3641                          STATION RECOVERY (1987)
 GA3641
 GA3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GA3641'RECOVERED IN GOOD CONDITION.
 GA3641
 GA3641                          STATION RECOVERY (1993)
 GA3641
 GA3641'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 GA3641'RECOVERED AS DESCRIBED.
 GA3641
 GA3641                          STATION RECOVERY (1993)
 GA3641
 GA3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GA3641'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHWEST OF JOHNSON
 GA3641'CITY, AT FALL BRANCH.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GA3641'THE STATION IS LOCATED AT FALL BRANCH, AT THE JUNCTION OF INTERSTATE
 GA3641'HIGHWAY 81 AND STATE HIGHWAY 93, ATOP A 12.2 M (40.0 FT) HILL IN THE
 GA3641'TRIANGLE PLOT OF GROUND FORMED BY THE EXIT AND ENTRANCE RAMPS OF
 GA3641'NORTHBOUND INTERSTATE 81, 10.13 M (33.23 FT) SOUTH FROM STATION MAC
 GA3641'2, A PLAIN BRASS DISK STAMPED--MAC-2 T-DOT 1984--, SET IN A CONCRETE
 GA3641'POST, 6.7 M (22.0 FT) NORTHEAST FROM THE TOP OF A 12.2 M (40.0 FT)
 GA3641'CUT AND 0.5 M (1.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 GA3641
 GA3641                          STATION RECOVERY (1995)
 GA3641
 GA3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3641'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHWEST OF JOHNSON
 GA3641'CITY, AT FALL BRANCH.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 GA3641'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 81 AND
 GA3641'STATE HIGHWAY 93, ATOP A 12.2 M (40.0 FT) HILL IN THE TRIANGLE PLOT OF
 GA3641'GROUND FORMED BY THE EXIT AND ENTRANCE RAMPS OF NORTHBOUND INTERSTATE
 GA3641'HIGHWAY 81.  THE STATION IS SET IN A DRILL HOLE IN THE TOP OF ROCK
 GA3641'OUTCROP MEASURING 0.3 M (1.0 FT) BY 0.5 M (1.6 FT) PROJECTING 6 CM
 GA3641'ABOVE GROUND.  LOCATED 10.13 M (33.23 FT) SOUTH FROM STATION MAC 2
 GA3641'TNDT, 6.7 M (22.0 FT) NORTHEAST FROM THE TOP OF A 12.2 M (40.0 FT) CUT
 GA3641'AND 0.5 M (1.6 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 GA3641
 GA3641                          STATION RECOVERY (2001)
 GA3641
 GA3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA3641'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GA3641
 GA3641                          STATION RECOVERY (2003)
 GA3641
 GA3641'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3641'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3325 ***********************************************************************
 FB3325  CBN         -  This is a Cooperative Base Network Control Station.
 FB3325  DESIGNATION -  GPS 20
 FB3325  PID         -  FB3325
 FB3325  STATE/COUNTY-  TN/KNOX
 FB3325  USGS QUAD   -  BOYDS CREEK (1986)
 FB3325
 FB3325                         *CURRENT SURVEY CONTROL
 FB3325  ___________________________________________________________________
 FB3325* NAD 83(1995)-  35 59 46.63703(N)    083 42 37.72458(W)     ADJUSTED  
 FB3325* NAVD 88     -       308.66   (meters)    1012.7    (feet)  N HEIGHT  
 FB3325  ___________________________________________________________________
 FB3325  X           -     565,999.337 (meters)                     COMP
 FB3325  Y           -  -5,135,368.791 (meters)                     COMP
 FB3325  Z           -   3,728,021.793 (meters)                     COMP
 FB3325  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FB3325  ELLIP HEIGHT-         277.91  (meters)          (08/03/04) GPS OBS
 FB3325  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB3325  DYNAMIC HT  -         308.38  (meters)    1011.7   (feet)  COMP
 FB3325  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FB3325
 FB3325  HORZ ORDER  -  B
 FB3325  VERT ORDER  -  THIRD
 FB3325  ELLP ORDER  -  FOURTH    CLASS I
 FB3325
 FB3325.The horizontal coordinates were established by GPS observations
 FB3325.and adjusted by the National Geodetic Survey in December 1995..
 FB3325
 FB3325.The orthometric height was determined by differential leveling
 FB3325.and adjusted by the National Geodetic Survey in August 1996..
 FB3325.The height was determined by precise leveling from only one NSRS
 FB3325.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FB3325.allowed ONLY to validate the GPS-derived height.
 FB3325
 FB3325.Photographs are available for this station.
 FB3325
 FB3325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3325
 FB3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3325
 FB3325.The ellipsoidal height was determined by GPS observations
 FB3325.and is referenced to NAD 83.
 FB3325
 FB3325.The geoid height was determined by GEOID03.
 FB3325
 FB3325.The dynamic height is computed by dividing the NAVD 88
 FB3325.geopotential number by the normal gravity value computed on the
 FB3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3325.degrees latitude (g = 980.6199 gals.).
 FB3325
 FB3325.The modeled gravity was interpolated from observed gravity values.
 FB3325
 FB3325;                    North         East     Units Scale Factor Converg.
 FB3325;SPC TN       -   186,918.108   806,412.669   MT  0.99995239   +1 20 25.4
 FB3325;SPC TN       -   613,247.16  2,645,705.56   sFT  0.99995239   +1 20 25.4
 FB3325;UTM  17      - 3,986,934.851   255,671.107   MT  1.00033564   -1 35 37.8
 FB3325
 FB3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3325!SPC TN       -   0.99995638  x   0.99995239  =   0.99990878
 FB3325!UTM  17      -   0.99995638  x   1.00033564  =   1.00029201
 FB3325
 FB3325                          SUPERSEDED SURVEY CONTROL
 FB3325
 FB3325  NAD 83(1986)-  35 59 46.64255(N)    083 42 37.72996(W) AD(       ) 1
 FB3325  ELLIP H (12/14/95)  277.89   (m)                       GP(       ) 1 2
 FB3325  NAD 83(1995)-  35 59 46.63984(N)    083 42 37.73100(W) AD(       ) B
 FB3325  ELLIP H (09/07/90)  277.75   (m)                       GP(       ) 4 1
 FB3325  NAD 27      -  35 59 46.33472(N)    083 42 38.09703(W) AD(       ) 3
 FB3325  NAVD 88 (11/04/96)  308.66   (m)         1012.7    (f) LEVELING    3  
 FB3325  NAVD 88 (12/14/95)  308.66   (m)         1012.7    (f) LEVELING    3  
 FB3325  NGVD 29 (??/??/??)  308.80   (m)         1013.1    (f) N HEIGHT    3  
 FB3325
 FB3325.Superseded values are not recommended for survey control.
 FB3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3325.See file dsdata.txt to determine how the superseded data were derived.
 FB3325
 FB3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5567186935(NAD 83)
 FB3325_MARKER: I = METAL ROD
 FB3325_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB3325_SP_SET: OBJECT DRIVEN INTO GROUND
 FB3325_STAMPING: GPS 20 1987
 FB3325_MARK LOGO: NGS   
 FB3325_PROJECTION: FLUSH
 FB3325_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3325+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 FB3325_ROD/PIPE-DEPTH: 9.10 meters
 FB3325_SLEEVE-DEPTH  : 0.90 meters
 FB3325
 FB3325  HISTORY     - Date     Condition        Report By
 FB3325  HISTORY     - 1987     MONUMENTED       NGS
 FB3325  HISTORY     - 1988     GOOD             AEROS
 FB3325  HISTORY     - 19950330 GOOD             NGS
 FB3325  HISTORY     - 19950607 GOOD             NGS
 FB3325  HISTORY     - 20020131 GOOD             NGS
 FB3325  HISTORY     - 20031010 GOOD             TNDT
 FB3325  HISTORY     - 20050218 GOOD             CAS
 FB3325
 FB3325                          STATION DESCRIPTION
 FB3325
 FB3325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FB3325'THE STATION IS LOCATED ABOUT 23 KM (14 MI) EAST OF KNOXVILLE,
 FB3325'0.6 KM (0.4 MI) WEST OF INTERSTATE 40 EXIT 402 (MIDWAY ROAD), AT
 FB3325'THE SOUTH CORNER OF THE THORNGROVE ROAD BRIDGE OVER INTERSTATE 40.
 FB3325'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FB3325'
 FB3325'TO REACH THE STATION FROM INTERSTATE 40 EXIT 402 GO
 FB3325'NORTH FOR 0.72 KM (0.45 MI) ON MIDWAY ROAD TO THE JUNCTION OF
 FB3325'THORNGROVE ROAD.
 FB3325'TURN LEFT AND GO SOUTHWEST FOR 1.1 KM (0.7 MI) ON THORNGROVE ROAD
 FB3325'TO THE BRIDGE OVER INTERSTATE 40 AND THE STATION ON THE LEFT.
 FB3325'
 FB3325'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 9.1 METERS
 FB3325'(30 FT).  THE LOGO CAP IS STAMPED---GPS 20 1987---.  LOCATED 7.0
 FB3325'METERS (23 FT) SOUTHEAST FROM THE CENTER OF THORNGROVE ROAD AND 0.5
 FB3325'METERS (1.5 FT) BELOW SAME, 1.77 METERS (5.8 FT) SOUTH FROM THE
 FB3325'SOUTH CORNER OF THE BRIDGE, 1.16 METERS (3.8 FT) SOUTHEAST FROM A
 FB3325'GUARDRAIL, 0.3 METERS (1.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 FB3325
 FB3325                          STATION RECOVERY (1988)
 FB3325
 FB3325'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 FB3325'THE STATION WAS RECOVERED AT THIS DATE.
 FB3325'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY D. A.
 FB3325'C. IN 1987.
 FB3325
 FB3325                          STATION RECOVERY (1995)
 FB3325
 FB3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FB3325'RECOVERED AS DESCRIBED.
 FB3325
 FB3325                          STATION RECOVERY (1995)
 FB3325
 FB3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FB3325'RECOVERED AS DESCRIBED.
 FB3325
 FB3325                          STATION RECOVERY (2002)
 FB3325
 FB3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3325'RECOVERED AS DESCRIBED
 FB3325' 
 FB3325'
 FB3325
 FB3325                          STATION RECOVERY (2003)
 FB3325
 FB3325'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB3325'RECOVERED AS DESCRIBED.
 FB3325
 FB3325                          STATION RECOVERY (2005)
 FB3325
 FB3325'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FB3325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7701 ***********************************************************************
 DG7701  CBN         -  This is a Cooperative Base Network Control Station.
 DG7701  DESIGNATION -  GPS 20 A
 DG7701  PID         -  DG7701
 DG7701  STATE/COUNTY-  TN/KNOX
 DG7701  USGS QUAD   -  JOHN SEVIER (1992)
 DG7701
 DG7701                         *CURRENT SURVEY CONTROL
 DG7701  ___________________________________________________________________
 DG7701* NAD 83(1995)-  36 00 10.86590(N)    083 46 11.17943(W)     ADJUSTED  
 DG7701* NAVD 88     -       289.7    (meters)     950.     (feet)  GPS OBS   
 DG7701  ___________________________________________________________________
 DG7701  X           -     560,635.349 (meters)                     COMP
 DG7701  Y           -  -5,135,500.121 (meters)                     COMP
 DG7701  Z           -   3,728,614.812 (meters)                     COMP
 DG7701  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DG7701  ELLIP HEIGHT-         258.91  (meters)          (08/03/04) GPS OBS
 DG7701  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DG7701
 DG7701  HORZ ORDER  -  A
 DG7701  ELLP ORDER  -  FOURTH    CLASS I
 DG7701
 DG7701.The horizontal coordinates were established by GPS observations
 DG7701.and adjusted by the National Geodetic Survey in August 2004..
 DG7701
 DG7701.The orthometric height was determined by GPS observations and a
 DG7701.high-resolution geoid model.
 DG7701
 DG7701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7701
 DG7701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7701
 DG7701.The ellipsoidal height was determined by GPS observations
 DG7701.and is referenced to NAD 83.
 DG7701
 DG7701.The geoid height was determined by GEOID03.
 DG7701
 DG7701;                    North         East     Units Scale Factor Converg.
 DG7701;SPC TN       -   187,541.224   801,051.006   MT  0.99995273   +1 18 20.4
 DG7701;SPC TN       -   615,291.50  2,628,114.84   sFT  0.99995273   +1 18 20.4
 DG7701;UTM  17      - 3,987,831.988   250,346.248   MT  1.00036805   -1 37 44.4
 DG7701
 DG7701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7701!SPC TN       -   0.99995937  x   0.99995273  =   0.99991210
 DG7701!UTM  17      -   0.99995937  x   1.00036805  =   1.00032740
 DG7701
 DG7701                          SUPERSEDED SURVEY CONTROL
 DG7701
 DG7701.No superseded survey control is available for this station.
 DG7701
 DG7701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5034687832(NAD 83)
 DG7701_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7701_SETTING: 0 = UNSPECIFIED SETTING
 DG7701_SP_SET: SET ATOP REBAR IN CONCRETE
 DG7701_STAMPING: GPS 20A
 DG7701_MARK LOGO: TNDT  
 DG7701_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7701+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7701
 DG7701  HISTORY     - Date     Condition        Report By
 DG7701  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7701
 DG7701                          STATION DESCRIPTION
 DG7701
 DG7701'DESCRIBED BY TN DEPT OF TRANSP 2003 (BES)
 DG7701'NO TEXT PROVIDED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1922 ***********************************************************************
 FC1922  CBN         -  This is a Cooperative Base Network Control Station.
 FC1922  DESIGNATION -  GPS 21
 FC1922  PID         -  FC1922
 FC1922  STATE/COUNTY-  TN/KNOX
 FC1922  USGS QUAD   -  LOVELL (1990)
 FC1922
 FC1922                         *CURRENT SURVEY CONTROL
 FC1922  ___________________________________________________________________
 FC1922* NAD 83(1995)-  35 58 32.57520(N)    084 10 42.59261(W)     ADJUSTED  
 FC1922* NAVD 88     -       302.9    (meters)     994.     (feet)  GPS OBS   
 FC1922  ___________________________________________________________________
 FC1922  X           -     524,168.400 (meters)                     COMP
 FC1922  Y           -  -5,141,150.656 (meters)                     COMP
 FC1922  Z           -   3,726,171.303 (meters)                     COMP
 FC1922  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 FC1922  ELLIP HEIGHT-         272.26  (meters)          (08/03/04) GPS OBS
 FC1922  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC1922
 FC1922  HORZ ORDER  -  B
 FC1922  VERT ORDER  -  THIRD (See Below)
 FC1922  ELLP ORDER  -  FOURTH    CLASS I
 FC1922
 FC1922.The horizontal coordinates were established by GPS observations
 FC1922.and adjusted by the National Geodetic Survey in December 1995..
 FC1922
 FC1922.The orthometric height was determined by GPS observations and a
 FC1922.high-resolution geoid model.
 FC1922.The vertical order pertains to the NGVD 29 superseded value.
 FC1922
 FC1922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1922
 FC1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1922
 FC1922.The ellipsoidal height was determined by GPS observations
 FC1922.and is referenced to NAD 83.
 FC1922
 FC1922.The geoid height was determined by GEOID03.
 FC1922
 FC1922;                    North         East     Units Scale Factor Converg.
 FC1922;SPC TN       -   183,749.668   764,266.219   MT  0.99995145   +1 03 59.0
 FC1922;SPC TN       -   602,852.04  2,507,430.09   sFT  0.99995145   +1 03 59.0
 FC1922;UTM  16      - 3,984,936.425   754,405.340   MT  1.00039758   +1 39 30.1
 FC1922
 FC1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1922!SPC TN       -   0.99995727  x   0.99995145  =   0.99990872
 FC1922!UTM  16      -   0.99995727  x   1.00039758  =   1.00035483
 FC1922
 FC1922                          SUPERSEDED SURVEY CONTROL
 FC1922
 FC1922  ELLIP H (12/14/95)  272.18   (m)                       GP(       ) 1 2
 FC1922  NAD 83(1995)-  35 58 32.57709(N)    084 10 42.59689(W) AD(       ) B
 FC1922  ELLIP H (09/07/90)  272.19   (m)                       GP(       ) 4 1
 FC1922  NGVD 29 (??/??/??)  302.95   (m)          993.9    (f) N HEIGHT    3  
 FC1922
 FC1922.Superseded values are not recommended for survey control.
 FC1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1922.See file dsdata.txt to determine how the superseded data were derived.
 FC1922
 FC1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5440584936(NAD 83)
 FC1922_MARKER: I = METAL ROD
 FC1922_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1922_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1922_STAMPING: GPS 21 1987
 FC1922_MARK LOGO: NGS   
 FC1922_PROJECTION: FLUSH
 FC1922_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1922+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 FC1922_ROD/PIPE-DEPTH: 8.80 meters
 FC1922_SLEEVE-DEPTH  : 0.90 meters
 FC1922
 FC1922  HISTORY     - Date     Condition        Report By
 FC1922  HISTORY     - 1987     MONUMENTED       NGS
 FC1922  HISTORY     - 1987     GOOD             NGS
 FC1922  HISTORY     - 1988     GOOD             AEROS
 FC1922  HISTORY     - 19930309 GOOD             NOS
 FC1922  HISTORY     - 19930513 GOOD             NOS
 FC1922  HISTORY     - 19950608 GOOD             NGS
 FC1922  HISTORY     - 20031010 GOOD             TNDT
 FC1922  HISTORY     - 20041021 GOOD             COMPDA
 FC1922
 FC1922                          STATION DESCRIPTION
 FC1922
 FC1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1922'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI)
 FC1922'WEST OF KNOXVILLE,
 FC1922'9.2 KM (5.7 MI) NORTHWEST OF THE JUNCTION OF INTERSTATES 40, 75 AND
 FC1922'STATE ROUTE 162 (THE PELLISSIPPI PARKWAY) ALONG STATE ROUTE 162,
 FC1922'AND JUST SOUTH OF THE JUNCTION OF STATE ROUTES 162 AND 62.
 FC1922'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FC1922'
 FC1922'THE STATION IS LOCATED JUST SOUTH OF THE JUNCTION OF STATE ROUTES
 FC1922'162 AND 62 IN THE GRASS MEDIAN STRIP OF STATE ROUTE 162 ABOUT 0.40
 FC1922'KM (0.25 MI) NORTH OF A SUMMIT.
 FC1922'
 FC1922'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 8.8 METERS
 FC1922'(29 FT).  THE LOGO CAP IS STAMPED---GPS 21 1987---, AND AN IRON ROD
 FC1922'IS SET IN THE CONCRETE.  LOCATED 72.76 METERS (238.7 FT) NORTH FROM
 FC1922'THE CENTERLINE OF A PAVED CROSSOVER, 25.60 METERS (84.0 FT) EAST
 FC1922'FROM THE CENTERLINE OF THE SOUTHBOUND LANES, 13.4 METERS (44.0 FT)
 FC1922'WEST FROM THE CENTERLINE OF THE NORTHBOUND LANES AND 1.2 METERS (4
 FC1922'FT) BELOW SAME, 4.57 METERS (15.0 FT) EAST FROM THE CENTER OF A
 FC1922'CONCRETE DITCH, 0.30 METERS (1.0 FT) NORTHWEST FROM A FIBERGLASS
 FC1922'WITNESS POST.
 FC1922
 FC1922                          STATION RECOVERY (1987)
 FC1922
 FC1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1922'RECOVERED IN GOOD CONDITION.
 FC1922
 FC1922                          STATION RECOVERY (1988)
 FC1922
 FC1922'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 FC1922'THE STATION WAS RECOVERED AT THIS DATE.
 FC1922'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY D. A.
 FC1922'C. IN 1987.
 FC1922
 FC1922                          STATION RECOVERY (1993)
 FC1922
 FC1922'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 FC1922'RECOVERED AS DESCRIBED.
 FC1922
 FC1922                          STATION RECOVERY (1993)
 FC1922
 FC1922'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC1922'THE STATION IS LOCATED IN THE ROAD RIGHT OF WAY ABOUT 22.5 KM
 FC1922'(14.00 MI) WEST OF KNOXVILLE, 9.2 KM (5.70 MI) NW OF THE JUNCTION OF
 FC1922'INTERSTATE 40, 75 AND STATE ROUTE 162 (THE PELLISSIPPI PARKWAY) ALONG
 FC1922'STATE ROUTE 162, AND JUST SOUTH OF THE JUNCTION OF STATE ROUTE 162
 FC1922'AND 62 IN A GRASSY MEDIAN STRIP ON STATE ROUTE 162 ABOUT 0.40 KM
 FC1922'(0.25 MI) NORTH OF A SUMMIT.
 FC1922'STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 8.8 M (28.9 FT)
 FC1922'WITH A LOGO CAP STAMPED ---GPS 21 1987--- AND AN IRON ROD SET IN
 FC1922'CONCRETE FLUSH WITH THE GROUND. IT IS LOCATED 72.76 M (238.71 FT)
 FC1922'NORTH FROM THE CENTERLINE OF A PAVED CROSSOVER, 25.60 M (83.99 FT)
 FC1922'EAST FROM THE CENTERLINE OF THE SOUTHBOUND LANES, 13.4 M (44.0 FT)
 FC1922'WEST FROM THE CENTERLINE OF THE NORTHBOUND LANES AND 1.2 M (3.9 FT)
 FC1922'BELOW SAME, 4.57 M (14.99 FT) EAST FROM THE CENTER OF A CONCRETE
 FC1922'DITCH, 0.30 M (0.98 FT) NORTHWEST OF A CRUSHED FIBERGLASS WITNESS
 FC1922'POST.
 FC1922
 FC1922                          STATION RECOVERY (1995)
 FC1922
 FC1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1922'RECOVERED AS DESCRIBED.
 FC1922
 FC1922                          STATION RECOVERY (2003)
 FC1922
 FC1922'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1922'RECOVERED AS DESCRIBED.
 FC1922
 FC1922                          STATION RECOVERY (2004)
 FC1922
 FC1922'RECOVERY NOTE BY COMPASSDATA INC 2004 (RL)
 FC1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7699 ***********************************************************************
 DG7699  CBN         -  This is a Cooperative Base Network Control Station.
 DG7699  DESIGNATION -  GPS 21 RESET
 DG7699  PID         -  DG7699
 DG7699  STATE/COUNTY-  TN/KNOX
 DG7699  USGS QUAD   -  LOVELL (1990)
 DG7699
 DG7699                         *CURRENT SURVEY CONTROL
 DG7699  ___________________________________________________________________
 DG7699* NAD 83(1995)-  35 56 54.96462(N)    084 09 44.46778(W)     ADJUSTED  
 DG7699* NAVD 88     -       304.0    (meters)     997.     (feet)  GPS OBS   
 DG7699  ___________________________________________________________________
 DG7699  X           -     525,796.937 (meters)                     COMP
 DG7699  Y           -  -5,142,761.311 (meters)                     COMP
 DG7699  Z           -   3,723,736.731 (meters)                     COMP
 DG7699  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DG7699  ELLIP HEIGHT-         273.37  (meters)          (08/03/04) GPS OBS
 DG7699  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DG7699
 DG7699  HORZ ORDER  -  A
 DG7699  ELLP ORDER  -  FOURTH    CLASS I
 DG7699
 DG7699.The horizontal coordinates were established by GPS observations
 DG7699.and adjusted by the National Geodetic Survey in August 2004..
 DG7699
 DG7699.The orthometric height was determined by GPS observations and a
 DG7699.high-resolution geoid model.
 DG7699
 DG7699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7699
 DG7699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7699
 DG7699.The ellipsoidal height was determined by GPS observations
 DG7699.and is referenced to NAD 83.
 DG7699
 DG7699.The geoid height was determined by GEOID03.
 DG7699
 DG7699;                    North         East     Units Scale Factor Converg.
 DG7699;SPC TN       -   180,769.037   765,778.589   MT  0.99995039   +1 04 33.0
 DG7699;SPC TN       -   593,073.08  2,512,391.92   sFT  0.99995039   +1 04 33.0
 DG7699;UTM  16      - 3,981,970.226   755,949.094   MT  1.00040729   +1 40 00.4
 DG7699
 DG7699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7699!SPC TN       -   0.99995710  x   0.99995039  =   0.99990749
 DG7699!UTM  16      -   0.99995710  x   1.00040729  =   1.00036437
 DG7699
 DG7699                          SUPERSEDED SURVEY CONTROL
 DG7699
 DG7699.No superseded survey control is available for this station.
 DG7699
 DG7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5594981970(NAD 83)
 DG7699_MARKER: DD = SURVEY DISK
 DG7699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7699_STAMPING: GPS 21 RESET
 DG7699_MARK LOGO: TNDT  
 DG7699_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7699+STABILITY: SURFACE MOTION
 DG7699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7699+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7699
 DG7699  HISTORY     - Date     Condition        Report By
 DG7699  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7699
 DG7699                          STATION DESCRIPTION
 DG7699
 DG7699'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7699'THE STATION IS LOCATED ABOUT 16 KM SOUTHEAST OF OAK RIDGE, 29 KM
 DG7699'SOUTHWEST OF KNOXVILLE AND AT THE SOUTH EAST CORNER OF PELLISSIPPI
 DG7699'STATE CAMPUS.
 DG7699' 
 DG7699'THE STATION IS ON THE PROPERTY OF PELLISSIPPI STATE COMMUNITY COLLEGE.
 DG7699'TO REACH THE STATION FROM THE INTERSECTION OF SR 162 AND HARDIN VALLEY
 DG7699'ROAD, GO SOUTHWEST ON HARDIN VALLEY ROAD FOR 0.16 KM TO ENTRANCE ON
 DG7699'THE RIGHT TO PELLISSIPPI STATE COLLEGE.  TURN RIGHT AND GO 0.28 KM TO
 DG7699'STATION ON THE RIGHT ON TOP OF 5 FT BANK NEAR SOUTHEAST CORNER OF
 DG7699'GRAVEL PARKING LOT.
 DG7699' 
 DG7699'THE STATION IS A 3.5 INCH DISK ATOP 5/8 INCH REBAR AND SET IN A 12
 DG7699'INCH ROUND CONCRETE POST, 0.85 M SOUTHEAST OF WITNESS POST, 12.2 M
 DG7699'NORTHWEST OF CENTERLINE OF ASPHALT WALKING TRAIL, 23.7 M NORTHEAST OF
 DG7699'KEMP FAIN TRAIL SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1923 ***********************************************************************
 FC1923  CBN         -  This is a Cooperative Base Network Control Station.
 FC1923  DESIGNATION -  GPS 22
 FC1923  PID         -  FC1923
 FC1923  STATE/COUNTY-  TN/ROANE
 FC1923  USGS QUAD   -  ELVERTON (1990)
 FC1923
 FC1923                         *CURRENT SURVEY CONTROL
 FC1923  ___________________________________________________________________
 FC1923* NAD 83(1995)-  35 58 13.97076(N)    084 29 53.89903(W)     ADJUSTED  
 FC1923* NAVD 88     -       248.07   (meters)     813.9    (feet)  N HEIGHT  
 FC1923  ___________________________________________________________________
 FC1923  X           -     495,492.158 (meters)                     COMP
 FC1923  Y           -  -5,144,287.924 (meters)                     COMP
 FC1923  Z           -   3,725,675.375 (meters)                     COMP
 FC1923  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 FC1923  ELLIP HEIGHT-         218.05  (meters)          (08/03/04) GPS OBS
 FC1923  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC1923  DYNAMIC HT  -         247.85  (meters)     813.2   (feet)  COMP
 FC1923  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 FC1923
 FC1923  HORZ ORDER  -  B
 FC1923  VERT ORDER  -  THIRD
 FC1923  ELLP ORDER  -  FOURTH    CLASS I
 FC1923
 FC1923.The horizontal coordinates were established by GPS observations
 FC1923.and adjusted by the National Geodetic Survey in December 1995..
 FC1923
 FC1923.The orthometric height was determined by differential leveling
 FC1923.and adjusted by the National Geodetic Survey in August 1996..
 FC1923.The height was determined by precise leveling from only one NSRS
 FC1923.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FC1923.allowed ONLY to validate the GPS-derived height.
 FC1923
 FC1923.Photographs are available for this station.
 FC1923
 FC1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1923
 FC1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1923
 FC1923.The ellipsoidal height was determined by GPS observations
 FC1923.and is referenced to NAD 83.
 FC1923
 FC1923.The geoid height was determined by GEOID03.
 FC1923
 FC1923.The dynamic height is computed by dividing the NAVD 88
 FC1923.geopotential number by the normal gravity value computed on the
 FC1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1923.degrees latitude (g = 980.6199 gals.).
 FC1923
 FC1923.The modeled gravity was interpolated from observed gravity values.
 FC1923
 FC1923;                    North         East     Units Scale Factor Converg.
 FC1923;SPC TN       -   182,686.679   735,436.740   MT  0.99995123   +0 52 44.9
 FC1923;SPC TN       -   599,364.55  2,412,845.37   sFT  0.99995123   +0 52 44.9
 FC1923;UTM  16      - 3,983,575.421   725,578.016   MT  1.00022705   +1 28 12.1
 FC1923
 FC1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1923!SPC TN       -   0.99996578  x   0.99995123  =   0.99991701
 FC1923!UTM  16      -   0.99996578  x   1.00022705  =   1.00019282
 FC1923
 FC1923                          SUPERSEDED SURVEY CONTROL
 FC1923
 FC1923  ELLIP H (12/14/95)  218.05   (m)                       GP(       ) 1 2
 FC1923  NAD 83(1995)-  35 58 13.97329(N)    084 29 53.90391(W) AD(       ) B
 FC1923  ELLIP H (09/07/90)  217.95   (m)                       GP(       ) 4 1
 FC1923  NAVD 88 (02/01/05)  248.09   (m)          813.9    (f) LEVELING    3  
 FC1923  NAVD 88 (12/14/95)  248.07   (m)          813.9    (f) LEVELING    3  
 FC1923  NGVD 29 (??/??/??)  248.19   (m)          814.3    (f) N HEIGHT    3  
 FC1923
 FC1923.Superseded values are not recommended for survey control.
 FC1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1923.See file dsdata.txt to determine how the superseded data were derived.
 FC1923
 FC1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2557883575(NAD 83)
 FC1923_MARKER: I = METAL ROD
 FC1923_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1923_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1923_STAMPING: GPS 22 1987
 FC1923_MARK LOGO: NGS   
 FC1923_PROJECTION: FLUSH
 FC1923_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1923+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 FC1923_ROD/PIPE-DEPTH: 9.10 meters
 FC1923_SLEEVE-DEPTH  : 0.90 meters
 FC1923
 FC1923  HISTORY     - Date     Condition        Report By
 FC1923  HISTORY     - 1987     MONUMENTED       NGS
 FC1923  HISTORY     - 1987     GOOD             NGS
 FC1923  HISTORY     - 19930513 GOOD             NOS
 FC1923  HISTORY     - 19950607 GOOD             NGS
 FC1923  HISTORY     - 20020207 GOOD             NGS
 FC1923  HISTORY     - 20020210 GOOD             NGS
 FC1923  HISTORY     - 20031010 GOOD             TNDT
 FC1923  HISTORY     - 20050404 GOOD             CAS
 FC1923
 FC1923                          STATION DESCRIPTION
 FC1923
 FC1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1923'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHEAST OF HARRIMAN,
 FC1923'AT THE JUNCTION OF STATE ROUTE 61 AND U.S. HIGHWAY 27.
 FC1923'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FC1923'
 FC1923'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 61 AND U.S.
 FC1923'HIGHWAY 27 NEAR THE SOUTHWEST CORNER OF THE BRIDGE OVER STATE ROUTE
 FC1923'61.
 FC1923'
 FC1923'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 9.1 METERS
 FC1923'(30 FT).  THE LOGO CAP IS STAMPED---GPS 22 1987---, AND A STEEL
 FC1923'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 7.9 METERS (26 FT) SOUTH
 FC1923'FROM THE CENTERLINE OF U.S. HIGHWAY 27 AND 0.5 METERS (1.5 FT) BELOW
 FC1923'SAME, 6.1 METERS (20 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 FC1923'BRIDGE, 0.34 METERS (1.1 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 FC1923
 FC1923                          STATION RECOVERY (1987)
 FC1923
 FC1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1923'RECOVERED IN GOOD CONDITION.
 FC1923
 FC1923                          STATION RECOVERY (1993)
 FC1923
 FC1923'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC1923'RECOVERED IN GOOD CONDITION.
 FC1923
 FC1923                          STATION RECOVERY (1995)
 FC1923
 FC1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1923'RECOVERED AS DESCRIBED.
 FC1923
 FC1923                          STATION RECOVERY (2002)
 FC1923
 FC1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FC1923'RECOVERED AS DESCRIBED
 FC1923' 
 FC1923'
 FC1923
 FC1923                          STATION RECOVERY (2002)
 FC1923
 FC1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FC1923'RECOVERED AS DESCRIBED.
 FC1923' 
 FC1923'
 FC1923
 FC1923                          STATION RECOVERY (2003)
 FC1923
 FC1923'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1923'RECOVERED AS DESCRIBED.
 FC1923
 FC1923                          STATION RECOVERY (2005)
 FC1923
 FC1923'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 FC1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2009 ***********************************************************************
 FC2009  DESIGNATION -  GPS 22
 FC2009  PID         -  FC2009
 FC2009  STATE/COUNTY-  TN/KNOX
 FC2009  USGS QUAD   -  LOVELL (1990)
 FC2009
 FC2009                         *CURRENT SURVEY CONTROL
 FC2009  ___________________________________________________________________
 FC2009* NAD 83(1995)-  35 56 55.94471(N)    084 09 26.17639(W)     ADJUSTED  
 FC2009* NAVD 88     -       308.1    (meters)    1011.     (feet)  VERTCON   
 FC2009  ___________________________________________________________________
 FC2009  X           -     526,251.521 (meters)                     COMP
 FC2009  Y           -  -5,142,700.299 (meters)                     COMP
 FC2009  Z           -   3,723,763.577 (meters)                     COMP
 FC2009  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FC2009  ELLIP HEIGHT-         277.44  (meters)          (04/12/99) GPS OBS
 FC2009  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC2009
 FC2009  HORZ ORDER  -  FIRST
 FC2009  ELLP ORDER  -  FOURTH    CLASS I
 FC2009
 FC2009.The horizontal coordinates were established by GPS observations
 FC2009.and adjusted by the National Geodetic Survey in April 1999..
 FC2009
 FC2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2009
 FC2009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2009
 FC2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2009
 FC2009.The ellipsoidal height was determined by GPS observations
 FC2009.and is referenced to NAD 83.
 FC2009
 FC2009.The geoid height was determined by GEOID03.
 FC2009
 FC2009;                    North         East     Units Scale Factor Converg.
 FC2009;SPC TN       -   180,807.857   766,236.330   MT  0.99995040   +1 04 43.7
 FC2009;SPC TN       -   593,200.44  2,513,893.69   sFT  0.99995040   +1 04 43.7
 FC2009;UTM  16      - 3,982,013.785   756,406.620   MT  1.00041018   +1 40 11.2
 FC2009
 FC2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2009!SPC TN       -   0.99995646  x   0.99995040  =   0.99990686
 FC2009!UTM  16      -   0.99995646  x   1.00041018  =   1.00036662
 FC2009
 FC2009                          SUPERSEDED SURVEY CONTROL
 FC2009
 FC2009  NAD 83(1995)-  35 56 55.94612(N)    084 09 26.18210(W) AD(       ) 1
 FC2009  ELLIP H (05/28/93)  277.43   (m)                       GP(       ) 4 2
 FC2009  NGVD 29 (05/28/93)  308.3    (m)         1011.     (f) GPS OBS        
 FC2009
 FC2009.Superseded values are not recommended for survey control.
 FC2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2009.See file dsdata.txt to determine how the superseded data were derived.
 FC2009
 FC2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5640782014(NAD 83)
 FC2009_MARKER: DD = SURVEY DISK
 FC2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC2009_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2009+STABILITY: SURFACE MOTION
 FC2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2009+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FC2009
 FC2009  HISTORY     - Date     Condition        Report By
 FC2009  HISTORY     - 1988     MONUMENTED       AEROS
 FC2009
 FC2009                          STATION DESCRIPTION
 FC2009
 FC2009'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FC2009'THE STATION IS LOCATED ABOUT 21.1 KM (13.0 MI) WEST-SOUTHWEST OF
 FC2009'DOWNTOWN KNOXVILLE,
 FC2009'6.5 KM (4.0 MI) NORTH-NORTHEAST OF FARRAGUT, 6.5 KM (4.0 MI)
 FC2009'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 162 AND 62.
 FC2009'OWNERSHIP--KNOX COUNTY.
 FC2009'
 FC2009'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FC2009'HIGHWAY 162 (PELLISSIPPI PARKWAY), GO NORTH FOR ABOUT 3 KM (2 MI)
 FC2009'ON STATE HIGHWAY 162 TO AN OVERPASS.  CONTINUE STRAIGHT AHEAD AND
 FC2009'GO NORTH FOR 2.1 KM (1.3 MI) ON STATE HIGHWAY 162 TO THE HARDIN
 FC2009'VALLEY ROAD EXIT.  DO NOT EXIT, BUT CONTINUE STRAIGHT AHEAD FOR 0.5
 FC2009'KM (0.3 M ) ON STATE HIGHWAY 162 TO A U-TURN IN THE MEDIAN.  THERE
 FC2009'IS AN EXTRA LANE THERE FOR SAFE TURNING.  TAKE THE U-TURN AND GO
 FC2009'SOUTH FOR 0.3 KM (0.2 MI) ON STATE HIGHWAY 162 TO THE STATION ON
 FC2009'THE RIGHT, SET IN THE GRASSY ISLAND OF THE EXIT.
 FC2009'
 FC2009'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM DISK
 FC2009'STAMPED---KNOX COUNTY GPS 22 1985---,
 FC2009'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FC2009'25.5 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FC2009'77.1 METERS (253.1 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF
 FC2009'THE WESTERNMOST ABUTMENT,
 FC2009'17.9 METERS (58.9 FT) WEST FROM THE WEST EDGE OF THE ROAD PAVING OF
 FC2009'THE SOUTH BOUND LANES, AND
 FC2009'27.3 METERS (89.7 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 FC2009'NORTHERNMOST TREE OF A CIRCULAR ROW OF TREES ALONG THE WESTERN EDGE
 FC2009'OF THE SOUTH BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1924 ***********************************************************************
 FC1924  CBN         -  This is a Cooperative Base Network Control Station.
 FC1924  DESIGNATION -  GPS 23
 FC1924  PID         -  FC1924
 FC1924  STATE/COUNTY-  TN/CUMBERLAND
 FC1924  USGS QUAD   -  CROSSVILLE (1982)
 FC1924
 FC1924                         *CURRENT SURVEY CONTROL
 FC1924  ___________________________________________________________________
 FC1924* NAD 83(1995)-  35 59 59.73334(N)    085 02 40.17756(W)     ADJUSTED  
 FC1924* NAVD 88     -       533.47   (meters)    1750.2    (feet)  N HEIGHT  
 FC1924  ___________________________________________________________________
 FC1924  X           -     446,285.558 (meters)                     COMP
 FC1924  Y           -  -5,147,100.299 (meters)                     COMP
 FC1924  Z           -   3,728,481.693 (meters)                     COMP
 FC1924  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FC1924  ELLIP HEIGHT-         504.72  (meters)          (08/03/04) GPS OBS
 FC1924  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FC1924  DYNAMIC HT  -         532.98  (meters)    1748.6   (feet)  COMP
 FC1924  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FC1924
 FC1924  HORZ ORDER  -  B
 FC1924  VERT ORDER  -  THIRD
 FC1924  ELLP ORDER  -  FOURTH    CLASS I
 FC1924
 FC1924.The horizontal coordinates were established by GPS observations
 FC1924.and adjusted by the National Geodetic Survey in December 1995..
 FC1924
 FC1924.The orthometric height was determined by differential leveling
 FC1924.and adjusted by the National Geodetic Survey in August 1996..
 FC1924.The height was determined by precise leveling from only one NSRS
 FC1924.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FC1924.allowed ONLY to validate the GPS-derived height.
 FC1924
 FC1924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1924
 FC1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1924
 FC1924.The ellipsoidal height was determined by GPS observations
 FC1924.and is referenced to NAD 83.
 FC1924
 FC1924.The geoid height was determined by GEOID03.
 FC1924
 FC1924.The dynamic height is computed by dividing the NAVD 88
 FC1924.geopotential number by the normal gravity value computed on the
 FC1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1924.degrees latitude (g = 980.6199 gals.).
 FC1924
 FC1924.The modeled gravity was interpolated from observed gravity values.
 FC1924
 FC1924;                    North         East     Units Scale Factor Converg.
 FC1924;SPC TN       -   185,327.762   686,146.592   MT  0.99995258   +0 33 33.8
 FC1924;SPC TN       -   608,029.50  2,251,132.61   sFT  0.99995258   +0 33 33.8
 FC1924;UTM  16      - 3,985,708.581   676,255.961   MT  0.99998280   +1 08 59.0
 FC1924
 FC1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1924!SPC TN       -   0.99992079  x   0.99995258  =   0.99987337
 FC1924!UTM  16      -   0.99992079  x   0.99998280  =   0.99990359
 FC1924
 FC1924                          SUPERSEDED SURVEY CONTROL
 FC1924
 FC1924  ELLIP H (12/14/95)  504.70   (m)                       GP(       ) 1 2
 FC1924  NAD 83(1995)-  35 59 59.73642(N)    085 02 40.18260(W) AD(       ) B
 FC1924  ELLIP H (09/07/90)  504.66   (m)                       GP(       ) 4 1
 FC1924  NAVD 88 (12/14/95)  533.47   (m)         1750.2    (f) LEVELING    3  
 FC1924  NGVD 29 (??/??/??)  533.54   (m)         1750.5    (f) N HEIGHT    3  
 FC1924
 FC1924.Superseded values are not recommended for survey control.
 FC1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1924.See file dsdata.txt to determine how the superseded data were derived.
 FC1924
 FC1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE7625685709(NAD 83)
 FC1924_MARKER: DH = HORIZONTAL CONTROL DISK
 FC1924_SETTING: 66 = SET IN ROCK OUTCROP
 FC1924_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FC1924_STAMPING: GPS 23 1987
 FC1924_MARK LOGO: NGS   
 FC1924_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1924+STABILITY: POSITION/ELEVATION WELL
 FC1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1924+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1924
 FC1924  HISTORY     - Date     Condition        Report By
 FC1924  HISTORY     - 1987     MONUMENTED       NGS
 FC1924  HISTORY     - 19891006 GOOD
 FC1924  HISTORY     - 19930413 GOOD             NOS
 FC1924  HISTORY     - 19950609 GOOD             NGS
 FC1924  HISTORY     - 20031010 GOOD             TNDT
 FC1924
 FC1924                          STATION DESCRIPTION
 FC1924
 FC1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1924'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTH OF CROSSVILLE, AT
 FC1924'THE JUNCTION OF INTERSTATE 40 AND U.S. HIGHWAY 127.
 FC1924'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1924'
 FC1924'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 40 AND U.S.
 FC1924'HIGHWAY 127 IN A ROCK OUTCROP IN THE TRIANGLE PLOT OF GROUND FORMED
 FC1924'BY U.S. HIGHWAY 127, EASTBOUND INTERSTATE 40, AND THE EASTBOUND
 FC1924'ENTRANCE RAMP.
 FC1924'
 FC1924'THE STATION IS A STANDARD NGS DISK
 FC1924'STAMPED---GPS 23 1987---,
 FC1924'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 3.0 METERS (10
 FC1924'FT) BY 0.9 METERS (3 FT) FLUSH WITH GROUND.  LOCATED
 FC1924'83.2 METERS (273 FT) EAST FROM THE SOUTHEAST CORNER OF THE OVERPASS
 FC1924'BRIDGE,
 FC1924'25.0 METERS (82 FT) NORTHWEST FROM THE ENTRANCE RAMP CENTERLINE,
 FC1924'16.8 METERS (55 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 FC1924'EASTBOUND LANES OF INTERSTATE 40 AND LEVEL WITH SAME,
 FC1924'0.7 METERS (2.2 FT) WEST FROM A FIBERGLASS WITNESS POST CEMENTED IN
 FC1924'THE ROCK.
 FC1924
 FC1924                          STATION RECOVERY (1989)
 FC1924
 FC1924'RECOVERED 1989
 FC1924'RECOVERED IN GOOD CONDITION.
 FC1924
 FC1924                          STATION RECOVERY (1993)
 FC1924
 FC1924'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FC1924'RECOVERED AS DESCRIBED.
 FC1924
 FC1924                          STATION RECOVERY (1995)
 FC1924
 FC1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1924'RECOVERED AS DESCRIBED.
 FC1924
 FC1924                          STATION RECOVERY (2003)
 FC1924
 FC1924'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1924'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2654 ***********************************************************************
 GB2654  CBN         -  This is a Cooperative Base Network Control Station.
 GB2654  DESIGNATION -  GPS 24
 GB2654  PID         -  GB2654
 GB2654  STATE/COUNTY-  TN/WHITE
 GB2654  USGS QUAD   -  BURGESS FALLS (1986)
 GB2654
 GB2654                         *CURRENT SURVEY CONTROL
 GB2654  ___________________________________________________________________
 GB2654* NAD 83(1995)-  36 00 18.93229(N)    085 30 12.08369(W)     ADJUSTED  
 GB2654* NAVD 88     -       314.53   (meters)    1031.9    (feet)  LEVELING  
 GB2654  ___________________________________________________________________
 GB2654  X           -     405,009.085 (meters)                     COMP
 GB2654  Y           -  -5,149,985.594 (meters)                     COMP
 GB2654  Z           -   3,728,831.462 (meters)                     COMP
 GB2654  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GB2654  ELLIP HEIGHT-         285.30  (meters)          (08/03/04) GPS OBS
 GB2654  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GB2654
 GB2654  HORZ ORDER  -  B
 GB2654  VERT ORDER  -  THIRD
 GB2654  ELLP ORDER  -  FOURTH    CLASS I
 GB2654
 GB2654.The horizontal coordinates were established by GPS observations
 GB2654.and adjusted by the National Geodetic Survey in December 1995..
 GB2654
 GB2654.The orthometric height was determined by differential leveling.
 GB2654.The vertical network tie was performed by a horz. field party for horz.
 GB2654.obs reductions. Reset procedures were used to establish the elevation.
 GB2654
 GB2654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2654
 GB2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2654
 GB2654.The ellipsoidal height was determined by GPS observations
 GB2654.and is referenced to NAD 83.
 GB2654
 GB2654.The geoid height was determined by GEOID03.
 GB2654
 GB2654;                    North         East     Units Scale Factor Converg.
 GB2654;SPC TN       -   185,612.552   644,773.926   MT  0.99995285   +0 17 26.7
 GB2654;SPC TN       -   608,963.85  2,115,395.79   sFT  0.99995285   +0 17 26.7
 GB2654;UTM  16      - 3,985,567.511   634,884.737   MT  0.99982418   +0 52 47.8
 GB2654
 GB2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2654!SPC TN       -   0.99995522  x   0.99995285  =   0.99990808
 GB2654!UTM  16      -   0.99995522  x   0.99982418  =   0.99977941
 GB2654
 GB2654                          SUPERSEDED SURVEY CONTROL
 GB2654
 GB2654  ELLIP H (12/14/95)  285.31   (m)                       GP(       ) 1 2
 GB2654  NAD 83(1995)-  36 00 18.93493(N)    085 30 12.08919(W) AD(       ) B
 GB2654  ELLIP H (09/07/90)  285.26   (m)                       GP(       ) 4 1
 GB2654  NGVD 29 (09/03/94)  314.63   (m)         1032.2    (f) LEVELING    3  
 GB2654
 GB2654.Superseded values are not recommended for survey control.
 GB2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2654.See file dsdata.txt to determine how the superseded data were derived.
 GB2654
 GB2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3488585568(NAD 83)
 GB2654_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2654_SETTING: 66 = SET IN ROCK OUTCROP
 GB2654_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GB2654_STAMPING: GPS 24 1987
 GB2654_MARK LOGO: NGS   
 GB2654_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2654+STABILITY: POSITION/ELEVATION WELL
 GB2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2654+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 GB2654
 GB2654  HISTORY     - Date     Condition        Report By
 GB2654  HISTORY     - 1987     MONUMENTED       NGS
 GB2654  HISTORY     - 19890905 GOOD
 GB2654  HISTORY     - 19930417 GOOD             NOS
 GB2654  HISTORY     - 19950609 GOOD             NGS
 GB2654  HISTORY     - 20031010 GOOD             TNDT
 GB2654  HISTORY     - 20060913 GOOD             TVA
 GB2654
 GB2654                          STATION DESCRIPTION
 GB2654
 GB2654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2654'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 GB2654'SOUTH OF COOKVILLE, IN A BEDROCK OUTCROP ON THE EAST RIGHT-OF-WAY
 GB2654'OF OLD STATE ROUTE 111, JUST WEST-SOUTHWEST OF AN ELABORATE HOUSE
 GB2654'PARTLY BUILT OF STONE.
 GB2654'OWNERSHIP--STATE RIGHT-OF-WAY.
 GB2654'
 GB2654'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 (EXIT 288)
 GB2654'AND STATE ROUTE 111 SOUTHEAST OF COOKEVILLE GO
 GB2654'SOUTH FOR 5.2 KM (3.2 MI) ON STATE ROUTE 111 TO THE PUTNAM/WHITE
 GB2654'COUNTY LINE.
 GB2654'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 10.1 KM (6.3 MI) ON STATE
 GB2654'ROUTE 111 TO THE STATION ON THE LEFT.  (THIS TO REACH DESCRIPTION
 GB2654'IS BASED ON THE EXISTING 2 LAND ROAD WHICH IS NOW BEING REBUILT
 GB2654'INTO A LIMITED ACCESS HIGHWAY).
 GB2654'
 GB2654'THE STATION IS A STANDARD NGS DISK
 GB2654'STAMPED---GPS 24 1987---,
 GB2654'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.5 METERS (1.5
 GB2654'FT) BY 0.9 METERS (3 FT) PROJECTING 0.15 METERS (0.5 FT).  LOCATED
 GB2654'53.6 METERS (176 FT) SOUTH FROM THE CENTER OF THE DRIVEWAY LEADING
 GB2654'TO THE STONE HOUSE,
 GB2654'25.9 METERS (85 FT) SOUTH-SOUTHWEST FROM A CONCRETE RIGHT-OF-WAY
 GB2654'MARKER,
 GB2654'8.5 METERS (28 FT) EAST FROM THE CENTER OF STATE ROUTE 111 AND 0.3
 GB2654'METERS (1 FT) ABOVE SAME,
 GB2654'7.9 METERS (26 FT) WEST FROM THE EAST RIGHT-OF-WAY FENCE,
 GB2654'0.6 METERS (1.9 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GB2654
 GB2654                          STATION RECOVERY (1989)
 GB2654
 GB2654'RECOVERED 1989
 GB2654'RECOVERED IN GOOD CONDITION.
 GB2654
 GB2654                          STATION RECOVERY (1993)
 GB2654
 GB2654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 GB2654'NEW TO REACH FOLLOWS. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY
 GB2654'40 (EXIT 288) AND STATE ROUTE 111 SOUTHEAST OF COOKEVILLE, TN GO SOUTH
 GB2654'3.2 MI (5.15 KM) ON S.R. 111 TO THE PUTNAM/WHITE COUNTY LINE.
 GB2654'CONTINUE SOUTH FOR 4.1 MI (6.60 KM) ALONG S.R. 111 TO THE OLD CONNOR
 GB2654'ROAD EXIT.  AT THE TOP OF THE EXIT RAMP TURN LEFT HEADING EAST ON OLD
 GB2654'CONNOR ROAD FOR .25 MI (0.40 KM) TO THE INTERSECTION OF OLD CONNOR
 GB2654'ROAD AND OLD S.R. 111.  TURN RIGHT HEADING SOUTH FOR 0.8 MI (1.29 KM)
 GB2654'TO THE STATION ON THE LEFT, JUST SOUTH OF AN ASPHALT DRIVE LEADING TO
 GB2654'A RESIDENCE (NUMBER 218).
 GB2654
 GB2654                          STATION RECOVERY (1995)
 GB2654
 GB2654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2654'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF COOKEVILLE,
 GB2654'IN A BEDROCK OUTCROP ON THE EAST RIGHT-OF-WAY OF OLD STATE ROUTE 111,
 GB2654'JUST WEST-SOUTHWEST OF AN ELABORATE HOUSE PARTLY BUILT OF STONE.
 GB2654'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 GB2654'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE ROUTE 111
 GB2654'SOUTHEAST OF COOKEVILLE, GO SOUTH FOR 6.5 KM (4.05 MI) ON STATE ROUTE
 GB2654'111 TO THE PUTNAM/WHITE COUNTY LINE.  CONTINUE STRAIGHT AHEAD AND GO
 GB2654'SOUTH FOR 6.8 KM (4.20 MI) ON STATE ROUTE 111 TO THE OCONNOR RD EXIT.
 GB2654'AT THE INTERSECTION OF OCONNOR RD AND THE STATE ROUTE 111 EXIT RAMP,
 GB2654'TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF OLD
 GB2654'STATE ROUTE 111.  TURN RIGHT AND GO SOUTH FOR 1.5 KM (0.95 MI) TO THE
 GB2654'STATION ON LEFT.  THE STATION IS SET INTO A DRILL HOLE IN BEDROCK
 GB2654'OUTCROP MEASURING 0.5 M (1.6 FT) BY 0.9 M (3.0 FT) PROJECTING 0.15 M
 GB2654'(0.49 FT) ABOVE GROUND.  LOCATED 53.6 M (175.9 FT) SOUTH FROM THE
 GB2654'CENTER OF THE DRIVEWAY LEADING TO THE STONE HOUSE, 25.9 M (85.0 FT)
 GB2654'SOUTH-SOUTHWEST FROM A CONCRETE RIGHT-OF-WAY MARKER, 8.5 M (27.9 FT)
 GB2654'EAST FROM THE CENTER OF OLD STATE ROUTE 111 AND 0.3 M (1.0 FT) ABOVE
 GB2654'SAME, 7.9 M (25.9 FT) WEST FROM THE EAST RIGHT-OF-WAY FENCE, 0.6 M
 GB2654'(2.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GB2654
 GB2654                          STATION RECOVERY (2003)
 GB2654
 GB2654'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2654'RECOVERED AS DESCRIBED.
 GB2654
 GB2654                          STATION RECOVERY (2006)
 GB2654
 GB2654'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB2654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2655 ***********************************************************************
 GB2655  CBN         -  This is a Cooperative Base Network Control Station.
 GB2655  DESIGNATION -  GPS 25
 GB2655  PID         -  GB2655
 GB2655  STATE/COUNTY-  TN/DE KALB
 GB2655  USGS QUAD   -  LIBERTY (1982)
 GB2655
 GB2655                         *CURRENT SURVEY CONTROL
 GB2655  ___________________________________________________________________
 GB2655* NAD 83(1995)-  36 00 13.92199(N)    085 58 26.32378(W)     ADJUSTED  
 GB2655* NAVD 88     -       185.73   (meters)     609.3    (feet)  LEVELING  
 GB2655  ___________________________________________________________________
 GB2655  X           -     362,693.444 (meters)                     COMP
 GB2655  Y           -  -5,153,125.059 (meters)                     COMP
 GB2655  Z           -   3,728,630.745 (meters)                     COMP
 GB2655  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GB2655  ELLIP HEIGHT-         156.38  (meters)          (08/03/04) GPS OBS
 GB2655  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GB2655
 GB2655  HORZ ORDER  -  B
 GB2655  VERT ORDER  -  THIRD
 GB2655  ELLP ORDER  -  FOURTH    CLASS I
 GB2655
 GB2655.The horizontal coordinates were established by GPS observations
 GB2655.and adjusted by the National Geodetic Survey in December 1995..
 GB2655
 GB2655.The orthometric height was determined by differential leveling.
 GB2655.The vertical network tie was performed by a horz. field party for horz.
 GB2655.obs reductions. Reset procedures were used to establish the elevation.
 GB2655
 GB2655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2655
 GB2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2655
 GB2655.The ellipsoidal height was determined by GPS observations
 GB2655.and is referenced to NAD 83.
 GB2655
 GB2655.The geoid height was determined by GEOID03.
 GB2655
 GB2655;                    North         East     Units Scale Factor Converg.
 GB2655;SPC TN       -   185,344.838   602,345.939   MT  0.99995278   +0 00 54.8
 GB2655;SPC TN       -   608,085.52  1,976,196.63   sFT  0.99995278   +0 00 54.8
 GB2655;UTM  16      - 3,984,864.117   592,469.874   MT  0.99970536   +0 36 11.4
 GB2655
 GB2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2655!SPC TN       -   0.99997546  x   0.99995278  =   0.99992824
 GB2655!UTM  16      -   0.99997546  x   0.99970536  =   0.99968082
 GB2655
 GB2655                          SUPERSEDED SURVEY CONTROL
 GB2655
 GB2655  ELLIP H (12/14/95)  156.50   (m)                       GP(       ) 1 2
 GB2655  NAD 83(1995)-  36 00 13.92455(N)    085 58 26.32806(W) AD(       ) B
 GB2655  ELLIP H (09/07/90)  156.40   (m)                       GP(       ) 4 1
 GB2655  NGVD 29 (??/??/??)  185.86   (m)          609.8    (f) N HEIGHT    3  
 GB2655
 GB2655.Superseded values are not recommended for survey control.
 GB2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2655.See file dsdata.txt to determine how the superseded data were derived.
 GB2655
 GB2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9247084864(NAD 83)
 GB2655_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2655_SETTING: 66 = SET IN ROCK OUTCROP
 GB2655_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GB2655_STAMPING: GPS 25 1987
 GB2655_MARK LOGO: NGS   
 GB2655_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2655+STABILITY: POSITION/ELEVATION WELL
 GB2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2655+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 GB2655
 GB2655  HISTORY     - Date     Condition        Report By
 GB2655  HISTORY     - 1987     MONUMENTED       NGS
 GB2655  HISTORY     - 19891103 GOOD
 GB2655  HISTORY     - 19950609 GOOD             NGS
 GB2655  HISTORY     - 20031010 GOOD             TNDT
 GB2655  HISTORY     - 20060907 GOOD             INDIV
 GB2655
 GB2655                          STATION DESCRIPTION
 GB2655
 GB2655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2655'THE STATION IS LOCATED ABOUT 45 KM (28 MI) WEST-SOUTHWEST OF
 GB2655'COOKVILLE,
 GB2655'35 KM (22 MI) SOUTHEAST OF LEBANON, IN LIBERTY AT THE SALEM BAPTIST
 GB2655'CHURCH IN A BEDROCK OUTCROP.
 GB2655'OWNERSHIP--SALEM BAPTIST CHURCH
 GB2655'
 GB2655'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 53 AND U.S.
 GB2655'HIGHWAY 70 AT THE WEST EDGE OF LIBERTY GO SOUTH FOR
 GB2655'0.08 KM (0.05 MI) ON STATE ROUTE 53 TO THE INTERSECTION OF MAIN
 GB2655'STREET.
 GB2655'TURN LEFT AND GO EAST FOR 0.56 KM (0.35 MI) ON MAIN STREET TO THE
 GB2655'CHURCH ON THE RIGHT AND THE STATION.
 GB2655'
 GB2655'THE STATION IS A STANDARD NGS DISK
 GB2655'STAMPED---GPS 25 1987---,
 GB2655'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 1.2 METERS (4
 GB2655'FT) BY 0.3 METERS (1 FT) FLUSH WITH GROUND.  LOCATED
 GB2655'46.48 METERS (152.5 FT) NORTHEAST FROM THE EAST CORNER OF THE
 GB2655'CHURCH,
 GB2655'30.8 METERS (101 FT) SOUTH FROM A FIRE HYDRANT,
 GB2655'25.6 METERS (84 FT) SOUTH FROM THE CENTER OF MAIN STREET,
 GB2655'25.0 METERS (82 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE
 GB2655'CEMETERY WALL,
 GB2655'5.2 METERS (17 FT) WEST FROM THE MCKNIGHT TOMBSTONE,
 GB2655'3.50 METERS (11.5 FT) WEST FROM THE STONE WALL AT THE WEST EDGE OF
 GB2655'THE CEMETERY,
 GB2655'1.68 METERS (5.5 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A
 GB2655'SIDEWALK.
 GB2655
 GB2655                          STATION RECOVERY (1989)
 GB2655
 GB2655'RECOVERED 1989
 GB2655'RECOVERED IN GOOD CONDITION.
 GB2655
 GB2655                          STATION RECOVERY (1995)
 GB2655
 GB2655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2655'THE STATION IS LOCATED ABOUT 45 KM (27.95 MI) WEST-SOUTHWEST OF
 GB2655'COOKEVILLE, 35 KM (21.75 MI) SOUTHEAST OF LEBANON, IN LIBERTY, AT THE
 GB2655'SALEM BAPTIST CHURCH, IN ROCK OUTCROP.  OWNERSHIP--SALEM BAPTIST
 GB2655'CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 53 AND
 GB2655'U.S. HIGHWAY 70 AT THE WEST EDGE OF LIBERTY, GO SOUTH FOR 0.08 KM
 GB2655'(0.05 MI) ON STATE ROUTE 53 TO THE INTERSECTION OF MAIN STREET.  TURN
 GB2655'LEFT AND GO EAST FOR 0.56 KM (0.35 MI) ON MAIN STREET TO THE CHURCH ON
 GB2655'THE RIGHT AND THE STATION.  THE STATION IS SET IN A DRILL HOLE IN
 GB2655'BEDROCK OUTCROP MEASURING 1.2 M (3.9 FT) BY 0.3 M (1.0 FT) FLUSH WITH
 GB2655'GROUND.  LOCATED 46.48 M (152.49 FT) NORTHEAST FROM THE EAST CORNER OF
 GB2655'THE CHURCH, 30.8 M (101.0 FT) SOUTH FROM A FIRE HYDRANT, 25.6 M (84.0
 GB2655'FT) SOUTH FROM THE CENTER OF MAIN STREET, 25.0 M (82.0 FT) SOUTHWEST
 GB2655'FROM THE NORTHWEST CORNER OF THE CEMETERY WALL, 5.2 M (17.1 FT) WEST
 GB2655'FROM THE MCKNIGHT TOMBSTONE, 3.50 M (11.48 FT) WEST FROM THE STONE
 GB2655'WALL AT THE WEST EDGE OF THE CEMETERY, 1.68 M (5.51 FT) NORTHWEST FROM
 GB2655'THE NORTHWEST EDGE OF A SIDEWALK AND 3.4 M (11.2 FT) WEST FROM A
 GB2655'FIBERGLASS WITNESS POST AT THE CEMETERY WALL.
 GB2655
 GB2655                          STATION RECOVERY (2003)
 GB2655
 GB2655'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2655'RECOVERED AS DESCRIBED.
 GB2655
 GB2655                          STATION RECOVERY (2006)
 GB2655
 GB2655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BL)
 GB2655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2723 ***********************************************************************
 GC2723  CBN         -  This is a Cooperative Base Network Control Station.
 GC2723  DESIGNATION -  GPS 26
 GC2723  PID         -  GC2723
 GC2723  STATE/COUNTY-  TN/WILSON
 GC2723  USGS QUAD   -  VINE (1994)
 GC2723
 GC2723                         *CURRENT SURVEY CONTROL
 GC2723  ___________________________________________________________________
 GC2723* NAD 83(1995)-  36 00 42.03374(N)    086 21 50.65409(W)     ADJUSTED  
 GC2723* NAVD 88     -       178.26   (meters)     584.8    (feet)  LEVELING  
 GC2723  ___________________________________________________________________
 GC2723  X           -     327,568.183 (meters)                     COMP
 GC2723  Y           -  -5,154,960.937 (meters)                     COMP
 GC2723  Z           -   3,729,327.558 (meters)                     COMP
 GC2723  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GC2723  ELLIP HEIGHT-         149.38  (meters)          (08/03/04) GPS OBS
 GC2723  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GC2723
 GC2723  HORZ ORDER  -  B
 GC2723  VERT ORDER  -  THIRD ?
 GC2723  ELLP ORDER  -  FOURTH    CLASS I
 GC2723
 GC2723.The horizontal coordinates were established by GPS observations
 GC2723.and adjusted by the National Geodetic Survey in December 1995..
 GC2723
 GC2723.The orthometric height was determined by differential leveling.
 GC2723.The vertical network tie was performed by a horz. field party for horz.
 GC2723.obs reductions. Reset procedures were used to establish the elevation.
 GC2723
 GC2723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2723
 GC2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2723
 GC2723.The ellipsoidal height was determined by GPS observations
 GC2723.and is referenced to NAD 83.
 GC2723
 GC2723.The geoid height was determined by GEOID03.
 GC2723
 GC2723;                    North         East     Units Scale Factor Converg.
 GC2723;SPC TN       -   186,271.990   567,180.505   MT  0.99995319   -0 12 47.3
 GC2723;SPC TN       -   611,127.35  1,860,824.71   sFT  0.99995319   -0 12 47.3
 GC2723;UTM  16      - 3,985,430.485   557,306.723   MT  0.99964046   +0 22 26.1
 GC2723
 GC2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2723!SPC TN       -   0.99997656  x   0.99995319  =   0.99992975
 GC2723!UTM  16      -   0.99997656  x   0.99964046  =   0.99961702
 GC2723
 GC2723                          SUPERSEDED SURVEY CONTROL
 GC2723
 GC2723  ELLIP H (12/14/95)  149.41   (m)                       GP(       ) 1 2
 GC2723  NAD 83(1995)-  36 00 42.03586(N)    086 21 50.65827(W) AD(       ) B
 GC2723  ELLIP H (09/07/90)  149.34   (m)                       GP(       ) 4 1
 GC2723  NGVD 29 (09/07/90)  178.4    (m)          585.     (f) GPS OBS        
 GC2723
 GC2723.Superseded values are not recommended for survey control.
 GC2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2723.See file dsdata.txt to determine how the superseded data were derived.
 GC2723
 GC2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5730785430(NAD 83)
 GC2723_MARKER: DH = HORIZONTAL CONTROL DISK
 GC2723_SETTING: 66 = SET IN ROCK OUTCROP
 GC2723_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GC2723_STAMPING: GPS 26 1987
 GC2723_MARK LOGO: NGS   
 GC2723_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2723+STABILITY: POSITION/ELEVATION WELL
 GC2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2723+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2723
 GC2723  HISTORY     - Date     Condition        Report By
 GC2723  HISTORY     - 1987     MONUMENTED       NGS
 GC2723  HISTORY     - 19881118 GOOD
 GC2723  HISTORY     - 19930417 GOOD             NOS
 GC2723  HISTORY     - 19950609 GOOD             NGS
 GC2723  HISTORY     - 20031010 GOOD             TNDT
 GC2723
 GC2723                          STATION DESCRIPTION
 GC2723
 GC2723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2723'THE STATION IS LOCATED ABOUT 40 KM (25 MI) EAST-SOUTHEAST OF
 GC2723'NASHVILLE,
 GC2723'18 KM (11 MI) NORTH OF MURFREESBORO, ON THE WEST EDGE OF U.S.
 GC2723'HIGHWAY 231, NEAR THE WILSON/RUTHERFORD COUNTY LINE.
 GC2723'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GC2723'
 GC2723'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 265 AND U.S.
 GC2723'HIGHWAY 231 IN BAIRDS MILL GO SOUTH FOR 10.6 KM (6.6 MI) ON U.S.
 GC2723'HIGHWAY 231 TO THE STATION ON THE RIGHT 0.16 KM (0.10 MI) NORTH OF
 GC2723'THE COUNTY LINE.
 GC2723'
 GC2723'THE STATION IS A STANDARD NGS DISK
 GC2723'STAMPED---GPS 26 1987---,
 GC2723'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 1.2 METERS (4
 GC2723'FT) BY 0.6 METERS (2 FT) LEVEL WITH GROUND.  LOCATED
 GC2723'12.2 METERS (40 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 231 AND
 GC2723'0.9 METERS (3 FT) ABOVE SAME,
 GC2723'12.2 METERS (40 FT) NORTH FROM THE CENTER OF A SIDE ROAD,
 GC2723'25.3 METERS (83 FT) SOUTH FROM A UTILITY POLE,
 GC2723'3.81 METERS (12.5 FT) EAST-SOUTHEAST FROM A BROKEN CONCRETE
 GC2723'RIGHT-OF-WAY MARKER,
 GC2723'3.7 METERS (12 FT) WEST FROM A FIBERGLASS WITNESS POST.
 GC2723
 GC2723                          STATION RECOVERY (1988)
 GC2723
 GC2723'RECOVERED 1988
 GC2723'RECOVERED IN GOOD CONDITION.
 GC2723
 GC2723                          STATION RECOVERY (1993)
 GC2723
 GC2723'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 GC2723'RECOVERED AS DESCRIBED.
 GC2723
 GC2723                          STATION RECOVERY (1995)
 GC2723
 GC2723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2723'RECOVERED AS DESCRIBED.
 GC2723
 GC2723                          STATION RECOVERY (2003)
 GC2723
 GC2723'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2723'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1646 ***********************************************************************
 FD1646  CBN         -  This is a Cooperative Base Network Control Station.
 FD1646  DESIGNATION -  GPS 27
 FD1646  PID         -  FD1646
 FD1646  STATE/COUNTY-  TN/WILLIAMSON
 FD1646  USGS QUAD   -  FRANKLIN (1981)
 FD1646
 FD1646                         *CURRENT SURVEY CONTROL
 FD1646  ___________________________________________________________________
 FD1646* NAD 83(1995)-  35 57 56.80756(N)    086 48 18.24648(W)     ADJUSTED  
 FD1646* NAVD 88     -       224.23   (meters)     735.7    (feet)  N HEIGHT  
 FD1646  ___________________________________________________________________
 FD1646  X           -     288,050.690 (meters)                     COMP
 FD1646  Y           -  -5,160,354.488 (meters)                     COMP
 FD1646  Z           -   3,725,233.827 (meters)                     COMP
 FD1646  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 FD1646  ELLIP HEIGHT-         195.25  (meters)          (08/03/04) GPS OBS
 FD1646  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD1646  DYNAMIC HT  -         224.04  (meters)     735.0   (feet)  COMP
 FD1646  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 FD1646
 FD1646  HORZ ORDER  -  B
 FD1646  VERT ORDER  -  THIRD
 FD1646  ELLP ORDER  -  FOURTH    CLASS I
 FD1646
 FD1646.The horizontal coordinates were established by GPS observations
 FD1646.and adjusted by the National Geodetic Survey in December 1995..
 FD1646
 FD1646.The orthometric height was determined by differential leveling
 FD1646.and adjusted by the National Geodetic Survey in August 1996..
 FD1646.WARNING-GPS observations at this control monument resulted in a GPS
 FD1646.derived orthometric height which differed from the leveled height by
 FD1646.more than one decimeter (0.1 meter).
 FD1646
 FD1646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1646
 FD1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1646
 FD1646.The ellipsoidal height was determined by GPS observations
 FD1646.and is referenced to NAD 83.
 FD1646
 FD1646.The geoid height was determined by GEOID03.
 FD1646
 FD1646.The dynamic height is computed by dividing the NAVD 88
 FD1646.geopotential number by the normal gravity value computed on the
 FD1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1646.degrees latitude (g = 980.6199 gals.).
 FD1646
 FD1646.The modeled gravity was interpolated from observed gravity values.
 FD1646
 FD1646;                    North         East     Units Scale Factor Converg.
 FD1646;SPC TN       -   181,417.276   527,385.086   MT  0.99995103   -0 28 16.7
 FD1646;SPC TN       -   595,199.85  1,730,262.57   sFT  0.99995103   -0 28 16.7
 FD1646;UTM  16      - 3,980,170.512   517,576.313   MT  0.99960381   +0 06 52.1
 FD1646
 FD1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1646!SPC TN       -   0.99996936  x   0.99995103  =   0.99992039
 FD1646!UTM  16      -   0.99996936  x   0.99960381  =   0.99957318
 FD1646
 FD1646                          SUPERSEDED SURVEY CONTROL
 FD1646
 FD1646  ELLIP H (12/14/95)  195.36   (m)                       GP(       ) 1 2
 FD1646  NAD 83(1995)-  35 57 56.80915(N)    086 48 18.24961(W) AD(       ) B
 FD1646  ELLIP H (09/07/90)  195.31   (m)                       GP(       ) 4 1
 FD1646  NAVD 88 (12/14/95)  224.23   (m)          735.7    (f) LEVELING    3  
 FD1646  NGVD 29 (??/??/??)  224.22   (m)          735.6    (f) N HEIGHT    3  
 FD1646
 FD1646.Superseded values are not recommended for survey control.
 FD1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1646.See file dsdata.txt to determine how the superseded data were derived.
 FD1646
 FD1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1757680171(NAD 83)
 FD1646_MARKER: DH = HORIZONTAL CONTROL DISK
 FD1646_SETTING: 66 = SET IN ROCK OUTCROP
 FD1646_SP_SET: ROCK OUTCROP
 FD1646_STAMPING: GPS 27 1987
 FD1646_MARK LOGO: NGS   
 FD1646_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1646+STABILITY: POSITION/ELEVATION WELL
 FD1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1646+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 FD1646
 FD1646  HISTORY     - Date     Condition        Report By
 FD1646  HISTORY     - 1987     MONUMENTED       NGS
 FD1646  HISTORY     - 19930416 GOOD             NOS
 FD1646  HISTORY     - 19950612 GOOD             NGS
 FD1646  HISTORY     - 20030217 GOOD             INDIV
 FD1646  HISTORY     - 20031010 GOOD             TNDT
 FD1646  HISTORY     - 20050720 GOOD             JCLS
 FD1646
 FD1646                          STATION DESCRIPTION
 FD1646
 FD1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1646'THE STATION IS LOCATED ABOUT 23 KM (14 MI) SOUTH OF NASHVILLE,
 FD1646'0.2 KM (0.15 MI) EAST OF THE JUNCTION OF INTERSTATE 65 AND MOORES
 FD1646'LANE.
 FD1646'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FD1646'
 FD1646'THE STATION IS LOCATED 0.2 KM (0.15 MI) EAST OF THE JUNCTION OF
 FD1646'INTERSTATE 65 AND MOORES LANE ON THE SOUTH RIGHT-OF-WAY OF MOORES
 FD1646'LANE.
 FD1646'
 FD1646'THE STATION IS A STANDARD NGS DISK
 FD1646'STAMPED---GPS 27 1987---,
 FD1646'SET INTO A DRILL HOLE IN BEDROCK OUTCROP LEVEL WITH GROUND.  LOCATED
 FD1646'17.4 METERS (57 FT) SOUTH FROM THE CENTER OF EASTBOUND MOORES LANE
 FD1646'AND 0.3 METERS (1 FT) ABOVE SAME,
 FD1646'10.46 METERS (34.3 FT) NORTH FROM A FIBERGLASS WITNESS POST AT THE
 FD1646'SOUTH RIGHT-OF-WAY FENCE,
 FD1646'53.0 METERS (174 FT) EAST FROM THE EAST END OF THE SOUTH HEADWALL
 FD1646'OF A CULVERT UNDER MOORES LANE,
 FD1646'19.5 METERS (64 FT) WEST-SOUTHWEST FROM THE WEST HEADWALL OF A
 FD1646'CULVERT UNDER A SIDE ROAD,
 FD1646'20.7 METERS (68 FT) WEST-NORTHWEST FROM A UTILITY POLE NUMBERED 35
 FD1646'WITH A TRANSFORMER AND ONE GUY WIRE.
 FD1646
 FD1646                          STATION RECOVERY (1993)
 FD1646
 FD1646'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FD1646'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS. STATION IS LOCATED ABOUT 14
 FD1646'MI (22.5 KM) SOUTH OF NASHVILLE,TN, SOUTH OF BRENTWOOD AND NORTH OF
 FD1646'FRANKLIN,TN JUST EAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 65 AND
 FD1646'MOORES LANE (EXIT 69). TO REACH FROM I-65 TAKE EXIT 69 (MOORES LANE)
 FD1646'EAST 0.15 MI (0.24 KM) FROM THE CENTER OF THE BRIDGE OVER THE
 FD1646'INTERSTATE TO THE STATION ALONG THE SOUTH RIGHT OF WAY FOR MOORES
 FD1646'LANE.  ALTERNATIVELY 0.1 MI (0.2 KM) WEST OF THE INTERSECTION OF
 FD1646'MOORES LANE AND LIBERTY ROAD. IT IS 103 FT (31.4 M) ENE OF THE CENTER
 FD1646'OF A MANHOLE COVER (TELEPHONE ACCESS) EAST OF THE WEST END OF THE
 FD1646'RIGHT OF WAY FENCE, 68.7 FT (20.9 M) WNW OF A UTILITY POLE (NUMBER 35)
 FD1646'AT THE EAST END OF THE FENCE, 64 FT (19.5 M) WSW OF THE WEST HEADWALL
 FD1646'OF A CULVERT UNDER A SIDE ROAD (UNNAMED), 57 FT (17.4 M) SOUTH OF THE
 FD1646'CENTER OF THE EASTBOUND LANES OF MOORES LANE AND 34 FT (10.4 M) NORTH
 FD1646'OF A FIBERGLASS WITNESS SIGN ADJACENT TO THE FENCE.
 FD1646
 FD1646                          STATION RECOVERY (1995)
 FD1646
 FD1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1646'THE STATION IS LOCATED ABOUT 23 KM (14.30 MI) SOUTH OF NASHVILLE, 0.24
 FD1646'KM (0.15 MI) EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 65 AND MOORES
 FD1646'LANE, ON THE SOUTH RIGHT-OF-WAY OF MOORES LANE, NORTH OF THE PARKING
 FD1646'LOT FOR THE OUTBACK STEAK HOUSE.  OWNERSHIP--ROAD RIGHT-OF-WAY.  TO
 FD1646'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 FD1646'MOORES LANE (EXIT 69), GO EAST ON MOORES LANE FOR 0.15 MI (0.24 KM) TO
 FD1646'THE STATION ON THE RIGHT.  THE STATION IS SET INTO A DRILL HOLE IN THE
 FD1646'TOP OF ROCK OUTCROP FLUSH WITH GROUND.  LOCATED 149.0 FT (45.4 M)
 FD1646'EAST-SOUTHEAST FROM THE CENTER OF A HEADWALL OF A CULVERT UNDER THE
 FD1646'EXIT RAMP FROM NORTHBOUND INTERSTATE HIGHWAY 65, 138.2 FT (42.1 M)
 FD1646'EAST FROM UTILITY POLE NUMBER 29-3537 WITH TRANSFORMER AND 3 GUY
 FD1646'WIRES, 104.5 FT (31.9 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 FD1646'THE CONCRETE PORCH OF THE OUTBACK STEAK HOUSE, 68.3 FT (20.8 M)
 FD1646'WEST-NORTHWEST FROM UTILITY POLE NUMBER 35 WITH ONE GUY WIRE, 65.0 FT
 FD1646'(19.8 M) WEST-SOUTHWEST FROM THE WEST HEADWALL OF A CULVERT UNDER A
 FD1646'SIDE ROAD, 57.0 FT (17.4 M) SOUTH FROM THE CENTER OF THE EASTBOUND
 FD1646'LANES OF MOORES LANE, 34.6 FT (10.5 M) NORTH FROM A FIBERGLASS WITNESS
 FD1646'POST AND 1 FT (0.3 M) HIGHER THAN MOORES LANE.
 FD1646
 FD1646                          STATION RECOVERY (2003)
 FD1646
 FD1646'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SWC)
 FD1646'RECOVERED IN GOOD CONDITION.
 FD1646
 FD1646                          STATION RECOVERY (2003)
 FD1646
 FD1646'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1646'RECOVERED AS DESCRIBED.
 FD1646
 FD1646                          STATION RECOVERY (2005)
 FD1646
 FD1646'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 FD1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2724 ***********************************************************************
 GC2724  CBN         -  This is a Cooperative Base Network Control Station.
 GC2724  DESIGNATION -  GPS 28
 GC2724  PID         -  GC2724
 GC2724  STATE/COUNTY-  TN/DICKSON
 GC2724  USGS QUAD   -  BURNS (1986)
 GC2724
 GC2724                         *CURRENT SURVEY CONTROL
 GC2724  ___________________________________________________________________
 GC2724* NAD 83(1995)-  36 01 09.46654(N)    087 15 23.50236(W)     ADJUSTED  
 GC2724* NAVD 88     -       213.258  (meters)     699.66   (feet)  ADJUSTED  
 GC2724  ___________________________________________________________________
 GC2724  X           -     247,213.895 (meters)                     COMP
 GC2724  Y           -  -5,158,969.493 (meters)                     COMP
 GC2724  Z           -   3,730,032.174 (meters)                     COMP
 GC2724  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GC2724  ELLIP HEIGHT-         184.55  (meters)          (08/03/04) GPS OBS
 GC2724  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC2724  DYNAMIC HT  -         213.072 (meters)     699.05  (feet)  COMP
 GC2724  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 GC2724
 GC2724  HORZ ORDER  -  B
 GC2724  VERT ORDER  -  THIRD
 GC2724  ELLP ORDER  -  FOURTH    CLASS I
 GC2724
 GC2724.The horizontal coordinates were established by GPS observations
 GC2724.and adjusted by the National Geodetic Survey in December 1995..
 GC2724
 GC2724.The orthometric height was determined by differential leveling
 GC2724.and adjusted by the National Geodetic Survey in August 1996..
 GC2724
 GC2724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2724
 GC2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2724
 GC2724.The ellipsoidal height was determined by GPS observations
 GC2724.and is referenced to NAD 83.
 GC2724
 GC2724.The geoid height was determined by GEOID03.
 GC2724
 GC2724.The dynamic height is computed by dividing the NAVD 88
 GC2724.geopotential number by the normal gravity value computed on the
 GC2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2724.degrees latitude (g = 980.6199 gals.).
 GC2724
 GC2724.The modeled gravity was interpolated from observed gravity values.
 GC2724
 GC2724;                    North         East     Units Scale Factor Converg.
 GC2724;SPC TN       -   187,783.506   486,742.735   MT  0.99995361   -0 44 08.2
 GC2724;SPC TN       -   616,086.39  1,596,921.79   sFT  0.99995361   -0 44 08.2
 GC2724;UTM  16      - 3,986,119.123   476,885.312   MT  0.99960658   -0 09 03.1
 GC2724
 GC2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2724!SPC TN       -   0.99997104  x   0.99995361  =   0.99992465
 GC2724!UTM  16      -   0.99997104  x   0.99960658  =   0.99957763
 GC2724
 GC2724                          SUPERSEDED SURVEY CONTROL
 GC2724
 GC2724  ELLIP H (12/14/95)  184.56   (m)                       GP(       ) 1 2
 GC2724  NAD 83(1995)-  36 01 09.46799(N)    087 15 23.50593(W) AD(       ) B
 GC2724  ELLIP H (09/07/90)  184.52   (m)                       GP(       ) 4 1
 GC2724  NAVD 88 (12/14/95)  213.26   (m)          699.7    (f) LEVELING    3  
 GC2724  NGVD 29 (09/07/90)  213.25   (m)          699.6    (f) LEVELING    3  
 GC2724
 GC2724.Superseded values are not recommended for survey control.
 GC2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2724.See file dsdata.txt to determine how the superseded data were derived.
 GC2724
 GC2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7688586119(NAD 83)
 GC2724_MARKER: I = METAL ROD
 GC2724_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2724_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2724_STAMPING: GPS 28 1987
 GC2724_MARK LOGO: NGS   
 GC2724_PROJECTION: FLUSH
 GC2724_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GC2724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2724+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2724_ROD/PIPE-DEPTH: 5.50 meters
 GC2724_SLEEVE-DEPTH  : 0.90 meters
 GC2724
 GC2724  HISTORY     - Date     Condition        Report By
 GC2724  HISTORY     - 1987     MONUMENTED       NGS
 GC2724  HISTORY     - 19890720 GOOD
 GC2724  HISTORY     - 19950613 GOOD             NGS
 GC2724  HISTORY     - 20031010 GOOD             TNDT
 GC2724
 GC2724                          STATION DESCRIPTION
 GC2724
 GC2724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2724'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) EAST-SOUTHEAST OF
 GC2724'DICKSON, IN THE MEDIAN OF INTERSTATE 40,
 GC2724'8.2 KM (5.1 MI) WEST OF STATE ROUTE 96 (EXIT 182),
 GC2724'7.4 KM (4.6 MI) EAST OF STATE ROUTE 46 (EXIT 172).
 GC2724'OWNERSHIP--FEDERAL RIGHT-OF-WAY.
 GC2724'
 GC2724'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 96 AND
 GC2724'INTERSTATE 40 GO WEST FOR 7.1 KM (4.4 MI) ON INTERSTATE 40 TO A
 GC2724'BRIDGE OVER A CREEK.  CONTINUE STRAIGHT AHEAD AND GO WEST AND
 GC2724'UPHILL FOR 1.1 KM (0.7 MI) ON INTERSTATE 40 TO A LOW CUT AND A 0.2
 GC2724'KM (0.1 MI) GAP IN THE GUARDRAIL ON THE LEFT AND THE STATION ON THE
 GC2724'LEFT.
 GC2724'
 GC2724'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.5 METERS
 GC2724'(18 FT).  THE LOGO CAP IS STAMPED---GPS 28 1987---, AND A STEEL
 GC2724'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 GC2724'19.1 METERS (62.5 FT) SOUTH FROM THE EDGE OF THE PAVEMENT OF THE
 GC2724'WESTBOUND LANES,
 GC2724'48.2 METERS (158 FT) NORTH FROM THE EDGE OF THE PAVEMENT OF THE
 GC2724'EASTBOUND LANES,
 GC2724'77.1 METERS (253 FT) WEST-SOUTHWEST FROM THE WEST END OF A
 GC2724'GUARDRAIL,
 GC2724'56.7 METERS (186 FT) EAST-SOUTHEAST FROM THE EAST END OF A
 GC2724'GUARDRAIL,
 GC2724'0.34 METERS (1.1 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 GC2724
 GC2724                          STATION RECOVERY (1989)
 GC2724
 GC2724'RECOVERED 1989
 GC2724'RECOVERED IN GOOD CONDITION.
 GC2724
 GC2724                          STATION RECOVERY (1995)
 GC2724
 GC2724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2724'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST-SOUTHEAST OF
 GC2724'DICKSON, IN THE MEDIAN OF INTERSTATE HIGHWAY 40, 7.4 KM (4.60 MI) WEST
 GC2724'OF STATE ROUTE 96 (EXIT 182), 7.4 KM (4.60 MI) EAST OF STATE ROUTE 46
 GC2724'(EXIT 172).  OWNERSHIP--FEDERAL RIGHT-OF-WAY.  TO REACH THE STATION
 GC2724'FROM THE JUNCTION OF STATE ROUTE 96 AND INTERSTATE HIGHWAY 40, ABOUT
 GC2724'40 KM (24.85 MI) WEST-SOUTHWEST OF NASHVILLE, GO WEST FOR 6.5 KM (4.05
 GC2724'MI) ON INTERSTATE HIGHWAY 40 TO A BRIDGE OVER A CREEK. CONTINUE
 GC2724'STRAIGHT AHEAD AND GO WEST AND UPHILL FOR 1.0 KM (0.60 MI) ON
 GC2724'INTERSTATE HIGHWAY 40 TO A LOW CUT, A 0.16 KM (0.10 MI) GAP IN THE
 GC2724'GUARDRAIL ON THE LEFT AND THE STATION ON THE LEFT, JUST BEFORE
 GC2724'REACHING MILEPOST 177.  LOCATED 19.1 M (62.7 FT) SOUTH FROM THE EDGE
 GC2724'OF THE PAVEMENT OF THE WESTBOUND LANES, 48.2 M (158.1 FT) NORTH FROM
 GC2724'THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANES, 77.1 M (253.0 FT)
 GC2724'WEST-SOUTHWEST FROM THE WEST END OF A GUARDRAIL, 56.7 M (186.0 FT)
 GC2724'EAST-SOUTHEAST FROM THE EAST END OF A GUARDRAIL AND 0.34 M (1.12 FT)
 GC2724'NORTHEAST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS EMBEDDED
 GC2724'IN THE CONCRETE.
 GC2724
 GC2724                          STATION RECOVERY (2003)
 GC2724
 GC2724'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2724'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2725 ***********************************************************************
 GC2725  CBN         -  This is a Cooperative Base Network Control Station.
 GC2725  PACS        -  This is a Primary Airport Control Station.
 GC2725  DESIGNATION -  GPS 29
 GC2725  PID         -  GC2725
 GC2725  STATE/COUNTY-  TN/HUMPHREYS
 GC2725  USGS QUAD   -  MC EWEN (1982)
 GC2725
 GC2725                         *CURRENT SURVEY CONTROL
 GC2725  ___________________________________________________________________
 GC2725* NAD 83(1995)-  36 06 50.74940(N)    087 44 30.11690(W)     ADJUSTED  
 GC2725* NAVD 88     -       229.182  (meters)     751.91   (feet)  ADJUSTED  
 GC2725  ___________________________________________________________________
 GC2725  X           -     203,276.764 (meters)                     COMP
 GC2725  Y           -  -5,154,702.366 (meters)                     COMP
 GC2725  Z           -   3,738,544.669 (meters)                     COMP
 GC2725  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GC2725  ELLIP HEIGHT-         200.34  (meters)          (08/03/04) GPS OBS
 GC2725  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2725  DYNAMIC HT  -         228.984 (meters)     751.26  (feet)  COMP
 GC2725  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 GC2725
 GC2725  HORZ ORDER  -  B
 GC2725  VERT ORDER  -  THIRD
 GC2725  ELLP ORDER  -  FOURTH    CLASS I
 GC2725
 GC2725.This mark is at Humphreys County Airport (0M5)
 GC2725
 GC2725.The horizontal coordinates were established by GPS observations
 GC2725.and adjusted by the National Geodetic Survey in December 1995..
 GC2725
 GC2725.The orthometric height was determined by differential leveling
 GC2725.and adjusted by the National Geodetic Survey in August 1996..
 GC2725
 GC2725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2725
 GC2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2725
 GC2725.The ellipsoidal height was determined by GPS observations
 GC2725.and is referenced to NAD 83.
 GC2725
 GC2725.The geoid height was determined by GEOID03.
 GC2725
 GC2725.The dynamic height is computed by dividing the NAVD 88
 GC2725.geopotential number by the normal gravity value computed on the
 GC2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2725.degrees latitude (g = 980.6199 gals.).
 GC2725
 GC2725.The modeled gravity was interpolated from observed gravity values.
 GC2725
 GC2725;                    North         East     Units Scale Factor Converg.
 GC2725;SPC TN       -   198,970.353   443,203.003   MT  0.99996031   -1 01 10.8
 GC2725;SPC TN       -   652,788.57  1,454,075.19   sFT  0.99996031   -1 01 10.8
 GC2725;UTM  16      - 3,996,858.264   433,248.270   MT  0.99965490   -0 26 13.8
 GC2725
 GC2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2725!SPC TN       -   0.99996856  x   0.99996031  =   0.99992887
 GC2725!UTM  16      -   0.99996856  x   0.99965490  =   0.99962347
 GC2725
 GC2725:                Primary Azimuth Mark                     Grid Az
 GC2725:SPC TN       -  GPS 29 AZ MK                             046 07 14.3
 GC2725:UTM  16      -  GPS 29 AZ MK                             045 32 17.3
 GC2725
 GC2725|---------------------------------------------------------------------|
 GC2725| PID    Reference Object                     Distance      Geod. Az  |
 GC2725|                                                           dddmmss.s |
 GC2725| GC2741 GPS 29 AZ MK                        431.005 METERS 0450603.5 |
 GC2725|---------------------------------------------------------------------|
 GC2725
 GC2725                          SUPERSEDED SURVEY CONTROL
 GC2725
 GC2725  ELLIP H (12/14/95)  200.42   (m)                       GP(       ) 1 2
 GC2725  NAD 83(1995)-  36 06 50.75023(N)    087 44 30.11946(W) AD(       ) B
 GC2725  ELLIP H (09/07/90)  200.36   (m)                       GP(       ) 4 1
 GC2725  NAVD 88 (12/14/95)  229.18   (m)          751.9    (f) LEVELING    3  
 GC2725  NGVD 29 (09/07/90)  229.20   (m)          752.0    (f) LEVELING    3  
 GC2725
 GC2725.Superseded values are not recommended for survey control.
 GC2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2725.See file dsdata.txt to determine how the superseded data were derived.
 GC2725
 GC2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3324896858(NAD 83)
 GC2725_MARKER: I = METAL ROD
 GC2725_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2725_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2725_STAMPING: GPS 29 1987
 GC2725_MARK LOGO: NGS   
 GC2725_PROJECTION: FLUSH
 GC2725_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GC2725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2725+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 GC2725_ROD/PIPE-DEPTH: 3.10 meters
 GC2725_SLEEVE-DEPTH  : 0.90 meters
 GC2725
 GC2725  HISTORY     - Date     Condition        Report By
 GC2725  HISTORY     - 1987     MONUMENTED       NGS
 GC2725  HISTORY     - 19890727 GOOD
 GC2725  HISTORY     - 19950614 GOOD             NGS
 GC2725  HISTORY     - 20031010 GOOD             TNDT
 GC2725  HISTORY     - 20040218 GOOD             TERRSV
 GC2725
 GC2725                          STATION DESCRIPTION
 GC2725
 GC2725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GC2725'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHEAST OF WAVERLY, AT
 GC2725'THE WAVERLY/HUMPHREYS COUNTY AIRPORT.
 GC2725'OWNERSHIP--AIRPORT MANAGER IS ROCK ABOU-SAKHER, HUMPHREYS CO.
 GC2725'AIRPORT, WAVERLY, TN 37185, TELEPHONE (615)296-2585.
 GC2725'
 GC2725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2725'ROUTE 13 IN WAVERLY GO EAST FOR 1.8 KM (1.1 MI) ON U.S. HIGHWAY 70
 GC2725'TO THE INTERSECTION OF POWERS BOULEVARD.
 GC2725'TURN LEFT AND GO NORTH FOR 2.6 KM (1.6 MI) ON POWERS BOULEVARD TO
 GC2725'THE INTERSECTION OF AIRPORT ROAD.
 GC2725'TURN RIGHT AND GO EAST FOR 2.9 KM (1.8 MI) ON AIRPORT ROAD TO THE
 GC2725'AIRPORT OFFICE IN THE SOUTHEAST CORNER OF A STEEL HANGAR AND THE
 GC2725'STATION.
 GC2725'
 GC2725'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.1 METERS
 GC2725'(10 FT).  THE LOGO CAP IS STAMPED---GPS 29 1987---, AND A STEEL
 GC2725'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 GC2725'83.8 METERS (275 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 GC2725'THE OFFICE,
 GC2725'87.2 METERS (286 FT) SOUTH FROM A FLAGPOLE,
 GC2725'24.84 METERS (81.5 FT) WEST FROM THE CENTER OF THE TAXIWAY,
 GC2725'19.66 METERS (64.5 FT) SOUTH FROM THE SOUTH EDGE OF AN AIRCRAFT
 GC2725'PARKING RAMP,
 GC2725'21.3 METERS (70 FT) NORTH FROM THE TOP OF A SLOPE,
 GC2725'0.15 METERS (0.5 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 GC2725
 GC2725                          STATION RECOVERY (1989)
 GC2725
 GC2725'RECOVERED 1989
 GC2725'RECOVERED IN GOOD CONDITION.
 GC2725
 GC2725                          STATION RECOVERY (1995)
 GC2725
 GC2725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GC2725'THE STATION IS LOCATED ABOUT 6.44 KM (4.00 MI) NORTHEAST OF WAVERLY,
 GC2725'AT THE WAVERLY/HUMPHREYS COUNTY AIRPORT, IN A GRASSY AREA BETWEEN THE
 GC2725'AIRPORT OFFICE (RED BRICK ONE-STORY BUILDING) AND TAXIWAY.
 GC2725'OWNERSHIP--HUMPHREYS COUNTY, TRAVIS JENKINS, AIRPORT MANAGER, PHONE
 GC2725'615-296-2719.  CONTACT AIRPORT MANAGER PRIOR TO OBSERVATIONS.  TO
 GC2725'REACH THE STATION FROM THE JUNCTION OF E. MAIN ST. AND STATE ROUTE 13
 GC2725'IN WAVERLY, GO EAST FOR 1.8 KM (1.10 MI) ON E. MAIN ST. TO THE
 GC2725'INTERSECTION OF POWERS BOULEVARD.  TURN LEFT AND GO NORTH FOR 2.6 KM
 GC2725'(1.60 MI) ON POWERS BOULEVARD TO THE INTERSECTION OF AIRPORT ROAD.
 GC2725'TURN RIGHT AND GO EAST FOR 2.9 KM (1.80 MI) ON AIRPORT ROAD TO A
 GC2725'LOCKED GATE IN A NORTH-SOUTH FENCE LINE AT END OF ROAD.  PASS THROUGH
 GC2725'GATE AND GO SOUTHEAST ACROSS A PAVED AIRCRAFT PARKING AREA TO THE
 GC2725'JUNCTION OF THE TAXIWAY AND THE STATION ON RIGHT.  TOP OF ROD IS
 GC2725'RECESSED 6 CM BELOW GROUND.  LOCATED 21.7 M (71.2 FT) EAST OF THE
 GC2725'EASTERNMOST CORNER OF THE AIRPORT OFFICE BUILDING, 24.8 M (81.4 FT)
 GC2725'WEST FROM THE CENTER OF TAXIWAY, 19.7 M (64.6 FT) SOUTH FROM THE SOUTH
 GC2725'EDGE OF AN AIRCRAFT PARKING AREA, 21.8 M (71.5 FT) SOUTH-SOUTHEAST
 GC2725'FROM THE SOUTHERNMOST CORNER OF AN EXTENDED SECTION OF THE PARKING
 GC2725'AREA AND 21.3 M (69.9 FT) NORTH FROM THE TOP OF A SLOPE.  A STEEL
 GC2725'SPIKE IS EMBEDDED IN THE CONCRETE.
 GC2725
 GC2725                          STATION RECOVERY (2003)
 GC2725
 GC2725'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2725'RECOVERED AS DESCRIBED.
 GC2725
 GC2725                          STATION RECOVERY (2004)
 GC2725
 GC2725'RECOVERY NOTE BY TERRA SURV 2004 (JVH)
 GC2725'RECOVERED IN GOOD CONDITION. HOWEVER, A CONCRETE RAMP FOR FUELING HAS
 GC2725'BEEN CONSTRUCTED AROUND THE STATION. THE AIRPORT AUTHORITY HAS
 GC2725'PROTECTED THE STATION BELOW A 0.7 M BY 0.7 M METAL COVER, PAINTED
 GC2725'YELLOW. THE STATION CAN BE OCCUPIED, BUT RECOMMEND USING GPS 29 AZ MK
 GC2725'(GC2741) FOR LENGTHY OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2741 ***********************************************************************
 GC2741  CBN         -  This is a Cooperative Base Network Control Station.
 GC2741  DESIGNATION -  GPS 29 AZ MK
 GC2741  PID         -  GC2741
 GC2741  STATE/COUNTY-  TN/HUMPHREYS
 GC2741  USGS QUAD   -  MC EWEN (1982)
 GC2741
 GC2741                         *CURRENT SURVEY CONTROL
 GC2741  ___________________________________________________________________
 GC2741* NAD 83(1995)-  36 07 00.61958(N)    087 44 17.90890(W)     ADJUSTED  
 GC2741* NAVD 88     -       227.8    (meters)     747.     (feet)  GPS OBS   
 GC2741  ___________________________________________________________________
 GC2741  X           -     203,574.732 (meters)                     COMP
 GC2741  Y           -  -5,154,510.088 (meters)                     COMP
 GC2741  Z           -   3,738,789.666 (meters)                     COMP
 GC2741  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GC2741  ELLIP HEIGHT-         199.03  (meters)          (08/03/04) GPS OBS
 GC2741  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2741
 GC2741  HORZ ORDER  -  A
 GC2741  ELLP ORDER  -  FOURTH    CLASS I
 GC2741
 GC2741.This mark is at Humphreys County Airport (0M5)
 GC2741
 GC2741.The horizontal coordinates were established by GPS observations
 GC2741.and adjusted by the National Geodetic Survey in August 2004..
 GC2741
 GC2741.The orthometric height was determined by GPS observations and a
 GC2741.high-resolution geoid model.
 GC2741
 GC2741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2741
 GC2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2741
 GC2741.The ellipsoidal height was determined by GPS observations
 GC2741.and is referenced to NAD 83.
 GC2741
 GC2741.The geoid height was determined by GEOID03.
 GC2741
 GC2741;                    North         East     Units Scale Factor Converg.
 GC2741;SPC TN       -   199,269.090   443,513.660   MT  0.99996054   -1 01 03.6
 GC2741;SPC TN       -   653,768.67  1,455,094.40   sFT  0.99996054   -1 01 03.6
 GC2741;UTM  16      - 3,997,160.050   433,555.780   MT  0.99965440   -0 26 06.7
 GC2741
 GC2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2741!SPC TN       -   0.99996876  x   0.99996054  =   0.99992930
 GC2741!UTM  16      -   0.99996876  x   0.99965440  =   0.99962317
 GC2741
 GC2741:                Primary Azimuth Mark                     Grid Az
 GC2741:SPC TN       -  GPS 29                                   226 07 14.3
 GC2741:UTM  16      -  GPS 29                                   225 32 17.4
 GC2741
 GC2741|---------------------------------------------------------------------|
 GC2741| PID    Reference Object                     Distance      Geod. Az  |
 GC2741|                                                           dddmmss.s |
 GC2741| GC2725 GPS 29                              431.005 METERS 2250610.7 |
 GC2741|---------------------------------------------------------------------|
 GC2741
 GC2741                          SUPERSEDED SURVEY CONTROL
 GC2741
 GC2741  NAD 83(1995)-  36 07 00.61915(N)    087 44 17.90940(W) AD(       ) 3
 GC2741  ELLIP H (04/12/99)  199.07   (m)                       GP(       ) 4 1
 GC2741  NAD 83(1995)-  36 07 00.61998(N)    087 44 17.91196(W) AD(       ) 3
 GC2741  NAD 83(1995)-  36 07 00.61998(N)    087 44 17.91196(W) AD(       ) 3
 GC2741  NGVD 29 (09/17/90)  227.9    (m)          748.     (f) GPS OBS        
 GC2741
 GC2741.Superseded values are not recommended for survey control.
 GC2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2741.See file dsdata.txt to determine how the superseded data were derived.
 GC2741
 GC2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3355697160(NAD 83)
 GC2741_MARKER: I = METAL ROD
 GC2741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2741_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2741_STAMPING: GPS 29 AZ MK 1987
 GC2741_MARK LOGO: NGS   
 GC2741_MAGNETIC: I = MARKER IS A STEEL ROD
 GC2741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2741+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GC2741
 GC2741  HISTORY     - Date     Condition        Report By
 GC2741  HISTORY     - 1987     MONUMENTED       NGS
 GC2741  HISTORY     - 19890727 GOOD
 GC2741  HISTORY     - 20031010 GOOD             TNDT
 GC2741
 GC2741                          STATION DESCRIPTION
 GC2741
 GC2741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2741'1.1 MILES EAST ALONG US HIGHWAY 70 FROM THE JUNCTION OF STATE
 GC2741'HIGHWAY 13 IN WAVERLY, TO THE JUNCTION OF POWERS BOULEVARD, THENCE
 GC2741'1.6 MILES NORTH ALONG POWERS BOULEVARD TO THE JUNCTION OF AIRPORT
 GC2741'ROAD, THENCE .18 MILES EAST ALONG AIRPORT ROAD TO THE OFFICE OF THE
 GC2741'HUMPHREYS COUNTY AIRPORT, THENCE 0.15 MILE NORTHEAST ALONG TAXIWAY
 GC2741'Y TO JUNCTION OF RUNWAY, THENCE 0.1 MILE NORTHERLY ALONG WEST SIDE OF
 GC2741'RUNWAY TO MARK, NEAR THE THIRD WHITE RUNLIGHT NORTH OF THE JUNCTION OF
 GC2741'TAXIWAY AND RUNWAY, A 3-D MARK A STAINLESS STEEL ROD DRIVEN 8.0 FEET
 GC2741'TO REFUSAL, 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED
 GC2741'1 INCH PVC, PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND
 GC2741'---STAMPED GPS 29 AZ MK 1987, 1 INCH BELOW GROUND WITH RAILROAD SPIKE
 GC2741'CONCRETE, 44.7 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY 35.8 FEET
 GC2741'NORTHWEST OF THE THIRD WHITE RUNLIGHT FROM JUNCTION OF TAXIWAY AND
 GC2741'RUNWAY, AND 1.0 FOOT SOUTHWEST OF A FIBERGLASS WITNESS POST.
 GC2741
 GC2741                          STATION RECOVERY (1989)
 GC2741
 GC2741'RECOVERED 1989
 GC2741'RECOVERED IN GOOD CONDITION.
 GC2741
 GC2741                          STATION RECOVERY (2003)
 GC2741
 GC2741'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GC2741'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHEAST OF WAVERLY, AT
 GC2741'THE WAVERLY/HUMPHREYS COUNTY AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS
 GC2741'TRAVIS JENKINS, HUMPHREYS CO AIRPORT, 1005 AIRPORT ROAD, WAVERLY, TN
 GC2741'37185, TELEPHONE (615) 296-2719.  THE AIRPORT MANAGER MAY REQUIRE USE
 GC2741'OF THE AZIMUTH POINT 29 INSTEAD OF THE MAIN POINT.
 GC2741' 
 GC2741'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF E MAIN ST AND STATE
 GC2741'ROUTE 13 AT THE CITY SQUARE IN WAVERLY GO EAST FOR 1.8 KM (1.1 MI) ON
 GC2741'E MAIN STREET TO THE INTERSECTION OF POWERS BOULEVARD.  TURN LEFT AND
 GC2741'GO NORTH FOR 2.6 KM (1.6 MI) ON POWERS BOULEVARD TO THE INTERSECTION
 GC2741'OF AIRPORT ROAD.  TURN RIGHT AND GO EAST FOR 2.9 KM (1.8 MI) ON
 GC2741'AIRPORT ROAD TO THE AIRPORT OFFICE IN THE SOUTHEAST CORNER OF A STEEL
 GC2741'HANGAR AND A GATE.  PASS THROUGH THE GATE ADJACENT TO THE HANGAR AND
 GC2741'GO NORTHEAST 0.24 KM (0.15 MI) ALONG A TAXIWAY TO THE JUNCTION OF THE
 GC2741'RUNWAY.  TURN LEFT AND GO NORTHERLY 0.16 KM (0.1 MI) ALONG THE WEST
 GC2741'SIDE OF THE RUNWAY TO THE MARK, NEAR THE THIRD WHITE RUN LIGHT NORTH
 GC2741'OF THE JUNCTION OF THE TAXIWAY AND RUNWAY.
 GC2741' 
 GC2741'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 2.4 M
 GC2741'(8 FT).  THE LOGO CAP IS STAMPED--GPS 29 AZ MK 1987--, AND A STEEL
 GC2741'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 13.6 M (44.7 FT) NORTHWEST
 GC2741'OF THE NORTHWEST EDGE OF THE RUNWAY, 10.9 M (35.8 FT) NORTHWEST OF THE
 GC2741'THIRD WHITE RUN LIGHT FROM THE JUNCTION OF THE TAXIWAY AND RUNWAY, AND
 GC2741'0.3 M (1 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.  THE MARK IS 25
 GC2741'MM (1 IN) BELOW GROUND.
 GC2741' 
 GC2741'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 GC2741'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7698 ***********************************************************************
 DG7698  CBN         -  This is a Cooperative Base Network Control Station.
 DG7698  DESIGNATION -  GPS 2A
 DG7698  PID         -  DG7698
 DG7698  STATE/COUNTY-  TN/SULLIVAN
 DG7698  USGS QUAD   -  BRISTOL (1991)
 DG7698
 DG7698                         *CURRENT SURVEY CONTROL
 DG7698  ___________________________________________________________________
 DG7698* NAD 83(1995)-  36 35 41.77191(N)    082 14 47.25473(W)     ADJUSTED  
 DG7698* NAVD 88     -       552.5    (meters)    1813.     (feet)  GPS OBS   
 DG7698  ___________________________________________________________________
 DG7698  X           -     691,740.080 (meters)                     COMP
 DG7698  Y           -  -5,080,460.563 (meters)                     COMP
 DG7698  Z           -   3,781,708.745 (meters)                     COMP
 DG7698  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DG7698  ELLIP HEIGHT-         521.22  (meters)          (08/03/04) GPS OBS
 DG7698  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DG7698
 DG7698  HORZ ORDER  -  A
 DG7698  ELLP ORDER  -  FOURTH    CLASS I
 DG7698
 DG7698.The horizontal coordinates were established by GPS observations
 DG7698.and adjusted by the National Geodetic Survey in August 2004..
 DG7698
 DG7698.The orthometric height was determined by GPS observations and a
 DG7698.high-resolution geoid model.
 DG7698
 DG7698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7698
 DG7698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7698
 DG7698.The ellipsoidal height was determined by GPS observations
 DG7698.and is referenced to NAD 83.
 DG7698
 DG7698.The geoid height was determined by GEOID03.
 DG7698
 DG7698;                    North         East     Units Scale Factor Converg.
 DG7698;SPC TN       -   257,371.682   935,802.737   MT  1.00003648   +2 11 50.9
 DG7698;SPC TN       -   844,393.59  3,070,212.81   sFT  1.00003648   +2 11 50.9
 DG7698;UTM  17      - 4,050,661.966   388,506.834   MT  0.99975315   -0 44 35.4
 DG7698
 DG7698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7698!SPC TN       -   0.99991821  x   1.00003648  =   0.99995468
 DG7698!UTM  17      -   0.99991821  x   0.99975315  =   0.99967138
 DG7698
 DG7698                          SUPERSEDED SURVEY CONTROL
 DG7698
 DG7698.No superseded survey control is available for this station.
 DG7698
 DG7698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8850750662(NAD 83)
 DG7698_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7698_SETTING: 0 = UNSPECIFIED SETTING
 DG7698_SP_SET: SET TOP REBAR IN CONCRETE
 DG7698_STAMPING: GPS 2A
 DG7698_MARK LOGO: TNDT  
 DG7698_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7698+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7698
 DG7698  HISTORY     - Date     Condition        Report By
 DG7698  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7698  HISTORY     - 20031010 POOR             TNDT
 DG7698
 DG7698                          STATION DESCRIPTION
 DG7698
 DG7698'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7698'THE STATION IS LOCATED ABOUT 5 KM WEST OF BRISTOL, 10 KM NE OF
 DG7698'BLOUNTVILLE NEAR THE TN AND VA STATE LINE ON I-81.
 DG7698' 
 DG7698'THE STATION IS ON THE PROPERTY OF TN WELCOME CENTER.
 DG7698' 
 DG7698'TO REACH THE STATION FROM THE INTERSECTION OF I-81 AND US ROUTES 421
 DG7698'AND 58 WEST OF BRISTOL, GO SW ON I-81 FOR 1.4 KM TO TN AND VA STATE,
 DG7698'HERE CONTINUE SW FOR 1.6 KM TO THE ENTRANCE OF TN WELCOME CENTER AND
 DG7698'STATION SITE NEAR STONE PLANTER.
 DG7698' 
 DG7698'THE STATION IS SET IN THE TOP OF A 4 FT DEEP CONCRETE MONUMENT, 1.96 M
 DG7698'SOUTH OF W P, 2.30 M SW OF THE SE CORNER OF STONE PLANTER, 2.26 M SE
 DG7698'OF THE SW CORNER OF STONE PLANTER, 17.80 M NORTH OF THE CENTER OF A
 DG7698'1.30 X 1.30 CONCRETE STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3642 ***********************************************************************
 GA3642  CBN         -  This is a Cooperative Base Network Control Station.
 GA3642  PACS        -  This is a Primary Airport Control Station.
 GA3642  DESIGNATION -  GPS 3
 GA3642  PID         -  GA3642
 GA3642  STATE/COUNTY-  TN/HAWKINS
 GA3642  USGS QUAD   -  BUREM (1976)
 GA3642
 GA3642                         *CURRENT SURVEY CONTROL
 GA3642  ___________________________________________________________________
 GA3642* NAD 83(1995)-  36 27 23.98466(N)    082 53 12.35190(W)     ADJUSTED  
 GA3642* NAVD 88     -       381.02   (meters)    1250.1    (feet)  N HEIGHT  
 GA3642  ___________________________________________________________________
 GA3642  X           -     636,035.655 (meters)                     COMP
 GA3642  Y           -  -5,096,799.767 (meters)                     COMP
 GA3642  Z           -   3,769,275.432 (meters)                     COMP
 GA3642  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GA3642  ELLIP HEIGHT-         349.67  (meters)          (08/03/04) GPS OBS
 GA3642  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3642  DYNAMIC HT  -         380.67  (meters)    1248.9   (feet)  COMP
 GA3642  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 GA3642
 GA3642  HORZ ORDER  -  B
 GA3642  VERT ORDER  -  THIRD
 GA3642  ELLP ORDER  -  FOURTH    CLASS I
 GA3642
 GA3642.This mark is at Hawkins County Airport (RVN)
 GA3642
 GA3642.The horizontal coordinates were established by GPS observations
 GA3642.and adjusted by the National Geodetic Survey in June 1994..
 GA3642
 GA3642.The orthometric height was determined by differential leveling
 GA3642.and adjusted by the National Geodetic Survey in August 1996..
 GA3642.The height was determined by precise leveling from only one NSRS
 GA3642.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GA3642.allowed ONLY to validate the GPS-derived height.
 GA3642
 GA3642.Photographs are available for this station.
 GA3642
 GA3642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3642
 GA3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3642
 GA3642.The ellipsoidal height was determined by GPS observations
 GA3642.and is referenced to NAD 83.
 GA3642
 GA3642.The geoid height was determined by GEOID03.
 GA3642
 GA3642.The dynamic height is computed by dividing the NAVD 88
 GA3642.geopotential number by the normal gravity value computed on the
 GA3642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3642.degrees latitude (g = 980.6199 gals.).
 GA3642
 GA3642.The modeled gravity was interpolated from observed gravity values.
 GA3642
 GA3642;                    North         East     Units Scale Factor Converg.
 GA3642;SPC TN       -   240,025.304   879,028.538   MT  1.00000734   +1 49 21.4
 GA3642;SPC TN       -   787,483.02  2,883,946.13   sFT  1.00000734   +1 49 21.4
 GA3642;UTM  17      - 4,036,255.449   330,927.141   MT  0.99995220   -1 07 17.1
 GA3642
 GA3642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3642!SPC TN       -   0.99994513  x   1.00000734  =   0.99995246
 GA3642!UTM  17      -   0.99994513  x   0.99995220  =   0.99989733
 GA3642
 GA3642:                Primary Azimuth Mark                     Grid Az
 GA3642:SPC TN       -  GPS 3 AZ MK                              061 30 12.6
 GA3642:UTM  17      -  GPS 3 AZ MK                              064 26 51.1
 GA3642
 GA3642|---------------------------------------------------------------------|
 GA3642| PID    Reference Object                     Distance      Geod. Az  |
 GA3642|                                                           dddmmss.s |
 GA3642| GA3655 GPS 3 AZ MK                         436.450 METERS 0631934.0 |
 GA3642| DE8305 RVN A                               378.395 METERS 24922     |
 GA3642|---------------------------------------------------------------------|
 GA3642
 GA3642                          SUPERSEDED SURVEY CONTROL
 GA3642
 GA3642  ELLIP H (04/04/94)  349.53   (m)                       GP(       ) 4 1
 GA3642  NAD 83(1995)-  36 27 23.98740(N)    082 53 12.35816(W) AD(       ) B
 GA3642  ELLIP H (09/07/90)  349.53   (m)                       GP(       ) 4 1
 GA3642  NAD 27      -  36 27 23.64703(N)    082 53 12.77335(W) AD(       ) 3
 GA3642  NAVD 88 (08/03/04)  381.02   (m)         1250.1    (f) LEVELING    3  
 GA3642  NAVD 88 (12/14/95)  381.02   (m)         1250.1    (f) LEVELING    3  
 GA3642  NGVD 29 (??/??/??)  381.19   (m)         1250.6    (f) N HEIGHT    3  
 GA3642
 GA3642.Superseded values are not recommended for survey control.
 GA3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3642.See file dsdata.txt to determine how the superseded data were derived.
 GA3642
 GA3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3092736255(NAD 83)
 GA3642_MARKER: I = METAL ROD
 GA3642_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3642_SP_SET: STAINLESS STEEL ROD
 GA3642_STAMPING: GPS 3 1987
 GA3642_MARK LOGO: NGS   
 GA3642_PROJECTION: FLUSH
 GA3642_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GA3642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3642+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 GA3642_ROD/PIPE-DEPTH: 5.80 meters
 GA3642_SLEEVE-DEPTH  : 0.90 meters
 GA3642
 GA3642  HISTORY     - Date     Condition        Report By
 GA3642  HISTORY     - 1987     MONUMENTED       NGS
 GA3642  HISTORY     - 1987     GOOD             NGS
 GA3642  HISTORY     - 19881221 GOOD
 GA3642  HISTORY     - 19930628 GOOD             NGS
 GA3642  HISTORY     - 19950606 GOOD             NGS
 GA3642  HISTORY     - 20020114 GOOD             NGS
 GA3642  HISTORY     - 20020114 GOOD             NGS
 GA3642  HISTORY     - 20031010 GOOD             TNDT
 GA3642  HISTORY     - 20050124 GOOD             CAS
 GA3642
 GA3642                          STATION DESCRIPTION
 GA3642
 GA3642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3642'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) NORTHEAST OF
 GA3642'ROGERSVILLE, AT THE WEST EDGE OF SURGOINSVILLE, ON THE
 GA3642'ROGERSVILLE/HAWKINS COUNTY AIRPORT, NEAR THE JUNCTION OF THE RUNWAY
 GA3642'AND THE TAWIWAY.
 GA3642'OWNERSHIP--AIRPORT MANAGER IS MR. DELMER GILLENWATER, TELEPHONE
 GA3642'(615)345-3261.
 GA3642'
 GA3642'TO REACH THE STATION FROM THE JUNCTION OF TN 70N, STATE ROUTE 347E,
 GA3642'AND U.S. HIGHWAY 11W AT THE NORTHEAST EDGE OF ROGERSVILLE, GO
 GA3642'NORTHEAST FOR 8.5 KM (5.3 MI) ON U.S. HIGHWAY 11W TO THE JUNCTION OF
 GA3642'STATE ROUTE 346N ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 2.66
 GA3642'KM (1.65 MI) ON STATE ROUTE 346N TO A PAVED ROAD ON THE LEFT LEADING
 GA3642'TO THE AIRPORT.  TURN LEFT AND GO NORTH FOR 0.16 KM (0.1 MI) ON THE
 GA3642'PAVED ROAD TO THE AIRPORT OFFICE AND HANGAR BUILDING.  PASS ON PAVED
 GA3642'ROAD WEST OF HANGAR/OFFICE BUILDING THROUGH A GATE AND GO WEST FOR
 GA3642'0.8 KM (0.5 MI) TO THE STATION.
 GA3642'
 GA3642'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.8 METERS
 GA3642'(19 FT).  THE LOGO CAP IS STAMPED---GPS 3 1987---, AND A STEEL SPIKE
 GA3642'IS SET IN THE CONCRETE.  LOCATED 23.6 METERS (77.5 FT)
 GA3642'SOUTH-SOUTHEAST FROM THE RUNWAY CENTERLINE, 14.9 METERS (49 FT)
 GA3642'NORTH FROM THE TAXIWAY CENTERLINE, 8.5 METERS (28 FT) EAST FROM THE
 GA3642'BLUE TAXIWAY LIGHT AT THE JUNCTION OF THE RUNWAY AND THE TAXIWAY,
 GA3642'0.4 METERS (1.3 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GA3642
 GA3642                          STATION RECOVERY (1987)
 GA3642
 GA3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GA3642'RECOVERED IN GOOD CONDITION.
 GA3642
 GA3642                          STATION RECOVERY (1988)
 GA3642
 GA3642'RECOVERED 1988
 GA3642'RECOVERED IN GOOD CONDITION.
 GA3642
 GA3642                          STATION RECOVERY (1993)
 GA3642
 GA3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GA3642'THE STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) NORTHEAST OF
 GA3642'ROGERSVILLE, AT THE WEST EDGE OF SURGOINSVILLE, ON THE
 GA3642'ROGERSVILLE/HAWKINS COUNTY AIRPORT, NEAR THE JUNCTION OF THE RUNWAY
 GA3642'AND TAXIWAY. OWNERSHIP--AIRPORT MANAGER IS MR. JOHN WALLER, PHONE
 GA3642'615-345-4362.
 GA3642'TO REACH THE STATION FROM THE JUNCTION OF TN 70N, STATE ROUTE 347E,
 GA3642'AND U.S. HIGHWAY 11W AT THE NORTH EDGE OF ROGERSVILLE, GO NORTHEAST
 GA3642'FOR 8.7 KM (5.40 MI) ON U.S. HIGHWAY 11W TO THE JUNCTION OF STATE
 GA3642'ROUTE 346N ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 2.66 KM
 GA3642'(1.65 MI) ON STATE ROUTE 346N TO A PAVED ROAD ON THE LEFT LEADING TO
 GA3642'THE AIRPORT.  TURN LEFT AND GO NORTH FOR 0.16 KM (0.10 MI) ON THE
 GA3642'PAVED ROAD TO THE AIRPORT OFFICE AND HANGAR BUILDING.  PASS ON PAVED
 GA3642'ROAD WEST OF HANGAR/OFFICE BUILDING THROUGH A GATE AND GO WEST FOR
 GA3642'0.08 KM (0.05 MI) TO THE STATION.
 GA3642'LOCATED 23.6 M (77.4 FT) SOUTH-SOUTHEAST FROM THE RUNWAY CENTERLINE,
 GA3642'14.9 M (48.9 FT) NORTH FROM THE TAXIWAY CENTERLINE, 8.5 M (27.9 FT)
 GA3642'EAST FROM THE BLUE TAXIWAY LIGHT AT THE JUNCTION OF THE RUNWAY AND THE
 GA3642'TAXIWAY AND 0.4 M (1.3 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GA3642
 GA3642                          STATION RECOVERY (1995)
 GA3642
 GA3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3642'RECOVERED AS DESCRIBED.
 GA3642
 GA3642                          STATION RECOVERY (2002)
 GA3642
 GA3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3642'THE 1993 DESCRIPTION IS ADEQUATE WITH FOLLOWING CHANGE. THE AIRPORT
 GA3642'MANAGER IS NOW
 GA3642'MARK FINLY. PHONE 423 345 0219.
 GA3642'
 GA3642
 GA3642                          STATION RECOVERY (2002)
 GA3642
 GA3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3642'THE 1993 DESCRIPTION IS ADEQUATE WITH FOLLOWING CHANGE. THE AIRPORT
 GA3642'MANAGER IS NOW
 GA3642'MARK FINLY. PHONE 423 345 0219.
 GA3642'
 GA3642
 GA3642                          STATION RECOVERY (2003)
 GA3642
 GA3642'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3642'RECOVERED AS DESCRIBED.
 GA3642
 GA3642                          STATION RECOVERY (2005)
 GA3642
 GA3642'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA3642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3655 ***********************************************************************
 GA3655  SACS        -  This is a Secondary Airport Control Station.
 GA3655  DESIGNATION -  GPS 3 AZ MK
 GA3655  PID         -  GA3655
 GA3655  STATE/COUNTY-  TN/HAWKINS
 GA3655  USGS QUAD   -  BUREM (1976)
 GA3655
 GA3655                         *CURRENT SURVEY CONTROL
 GA3655  ___________________________________________________________________
 GA3655* NAD 83(1995)-  36 27 30.34065(N)    082 52 56.68901(W)     ADJUSTED  
 GA3655* NAVD 88     -       377.24   (meters)    1237.7    (feet)  GPS OBS   
 GA3655  ___________________________________________________________________
 GA3655  X           -     636,407.881 (meters)                     COMP
 GA3655  Y           -  -5,096,632.916 (meters)                     COMP
 GA3655  Z           -   3,769,430.778 (meters)                     COMP
 GA3655  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 GA3655  ELLIP HEIGHT-         345.90  (meters)          (08/03/04) GPS OBS
 GA3655  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3655
 GA3655  HORZ ORDER  -  FIRST
 GA3655  ELLP ORDER  -  FOURTH    CLASS I
 GA3655
 GA3655.This mark is at Hawkins County Airport (RVN)
 GA3655
 GA3655.The horizontal coordinates were established by GPS observations
 GA3655.and adjusted by the National Geodetic Survey in October 2002..
 GA3655
 GA3655.The orthometric height was determined by GPS observations and a
 GA3655.high-resolution geoid model.
 GA3655
 GA3655.GPS derived orthometric heights for airport stations designated as
 GA3655.PACS or SACS are published to 2 decimal places.  This maintains
 GA3655.centimeter relative accuracy between the PACS and SACS.  It does
 GA3655.not indicate centimeter accuracy relative to other marks which are
 GA3655.part of the NAVD 88 network.
 GA3655
 GA3655.Photographs are available for this station.
 GA3655
 GA3655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3655
 GA3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3655
 GA3655.The ellipsoidal height was determined by GPS observations
 GA3655.and is referenced to NAD 83.
 GA3655
 GA3655.The geoid height was determined by GEOID03.
 GA3655
 GA3655;                    North         East     Units Scale Factor Converg.
 GA3655;SPC TN       -   240,233.538   879,412.113   MT  1.00000767   +1 49 30.6
 GA3655;SPC TN       -   788,166.20  2,885,204.57   sFT  1.00000767   +1 49 30.6
 GA3655;UTM  17      - 4,036,443.697   331,320.883   MT  0.99995056   -1 07 07.9
 GA3655
 GA3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3655!SPC TN       -   0.99994572  x   1.00000767  =   0.99995339
 GA3655!UTM  17      -   0.99994572  x   0.99995056  =   0.99989628
 GA3655
 GA3655:                Primary Azimuth Mark                     Grid Az
 GA3655:SPC TN       -  GPS 3                                    241 30 12.7
 GA3655:UTM  17      -  GPS 3                                    244 26 51.2
 GA3655
 GA3655|---------------------------------------------------------------------|
 GA3655| PID    Reference Object                     Distance      Geod. Az  |
 GA3655|                                                           dddmmss.s |
 GA3655| GA3642 GPS 3                               436.450 METERS 2431943.3 |
 GA3655|---------------------------------------------------------------------|
 GA3655
 GA3655                          SUPERSEDED SURVEY CONTROL
 GA3655
 GA3655  ELLIP H (10/23/02)  345.91   (m)                       GP(       ) 4 1
 GA3655  NAD 83(1995)-  36 27 30.34100(N)    082 52 56.68925(W) AD(       ) 3
 GA3655  ELLIP H (04/12/99)  345.91   (m)                       GP(       ) 4 1
 GA3655  NAD 83(1995)-  36 27 30.34374(N)    082 52 56.69551(W) AD(       ) 3
 GA3655  NGVD 29 (09/17/90)  377.4    (m)         1238.     (f) GPS OBS        
 GA3655
 GA3655.Superseded values are not recommended for survey control.
 GA3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3655.See file dsdata.txt to determine how the superseded data were derived.
 GA3655
 GA3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3132136444(NAD 83)
 GA3655_MARKER: I = METAL ROD
 GA3655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3655_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3655_STAMPING: GPS 3 AZ MK 1987
 GA3655_MARK LOGO: NGS   
 GA3655_MAGNETIC: I = MARKER IS A STEEL ROD
 GA3655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3655+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3655
 GA3655  HISTORY     - Date     Condition        Report By
 GA3655  HISTORY     - 1987     MONUMENTED       NGS
 GA3655  HISTORY     - 19881221 GOOD
 GA3655  HISTORY     - 20020114 GOOD             NGS
 GA3655  HISTORY     - 20031010 GOOD             TNDT
 GA3655
 GA3655                          STATION DESCRIPTION
 GA3655
 GA3655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GA3655'FROM THE JUNCTION US HIGHWAY 11W NORTH AN STATE HIGHWAY 346,
 GA3655'2 20 MILES SOUTHEAST OF SURGOINSVILLE, GO 1.60 MILES NORTH ALONG
 GA3655'STATE HIGHWAY 346 TO THE JUNCTION OF THE AIRPORT ENTRANCE ROAD TO
 GA3655'THE ROGERSVILLE - HAWKINS COUNTY AIRPORT, THENCE 0.1 MILE NORTHWEST
 GA3655'ALONG THE AIRPORT ROAD TO THE OFFICE, THENCE 0.2 MILE NORTHEAST OF
 GA3655'THE Y JUNCTION OF TAXIWAY AND RUNWAY, A 3-D MARK, A STAINLESS STEEL
 GA3655'ROD DRIVEN TO REFUSAL AT 43.0 FEET, 3 INCHES BELOW GROUND, ENCASED IN
 GA3655'A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE
 GA3655'WITH A LOGO CAP ---STAMPED GPS 3 AZ MK 1987 FLUSH WITH GROUND, 22.0
 GA3655'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY, 104.0 FEET SOUTHEAST
 GA3655'OF A RUNWAY LIGHT, 101.0 FEET SOUTHWEST OF A RUNWAY LIGHT, 93.0 FEET
 GA3655'NORTHWEST OF A PIPE CULVERT UNDER THE GROUND AND NEXT TO A LONG PINE
 GA3655'
 GA3655'NOTE--  AZ MK IS 0.2 MILE NORTHEAST OF GPS 3 1987.  A 1 FOOT REBAR
 GA3655'WAS PUT IN THE CONCRETE AROUND MARK.
 GA3655
 GA3655                          STATION RECOVERY (1988)
 GA3655
 GA3655'RECOVERED 1988
 GA3655'RECOVERED IN GOOD CONDITION.
 GA3655
 GA3655                          STATION RECOVERY (2002)
 GA3655
 GA3655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3655'THIS STATION IS LOCATED ABOUT 12.9 MILES (20.8 KM) NORTHEAST OF
 GA3655'ROGERSVILLE, AT THE WEST
 GA3655'EDGE OF SURGOINVILLE, ON THE ROGERSVILLE HAWKINS COUNTY AIRPORT, IN
 GA3655'THE GRASS AREA
 GA3655'SOUTHEAST OF THE RUNWAY.  OWNERSHIP IS ROGERSVILLE HAWKINS COUNTY,
 GA3655'TENNESSEE.
 GA3655'AIRPORT MANAGER IS MARK FINLEY. PHONE 423 345 0219.
 GA3655' 
 GA3655'FROM THE JUNCTION OF U.S. HIGHWAY 11W NORTH AND STATE HIGHWAY 346,
 GA3655'2.20 MILES
 GA3655'SOUTHEAST OF SURGOINSVILLE, GO 1.6 MILES NORTH ALONG STATE HIGHWAY 346
 GA3655'TO THE
 GA3655'JUNCTION OF THE AIRPORT ENTRANCE ROAD TO THE ROGERSVILLE HAWKINS
 GA3655'COUNTY AIRPORT,
 GA3655'CONTINUE NORTHWEST 0.1 MILE ALONG THE AIRPORT ROAD TO THE OFFICE. THE
 GA3655'IS 0.2 MILE
 GA3655'NORTHEAST OF THE Y JUNCTION OF TAXIWAY AND RUNWAY.
 GA3655' 
 GA3655'THE STATION IS 22.0 FEET SOUTHEAST OF THE SOUTHEAST EADGE OF THE
 GA3655'RUNWAY,  104.0 FEET
 GA3655'SOUTHEAST OF A RUNWAY LIGHT, 101.0 FEET SOUTHEAST OF A RUNWAY LIGHT,
 GA3655'93.0 FEET
 GA3655'NORTHWEST OF A PIPE CULVERT.
 GA3655'THIS STATION HAS BE DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 GA3655'OR SACS.
 GA3655'
 GA3655
 GA3655                          STATION RECOVERY (2003)
 GA3655
 GA3655'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3655'THE AZIMUTH MARK IS LOCATED ABOUT 12.9 KM (8 MI) NORTHEAST OF
 GA3655'ROGERSVILLE, AT THE WEST EDGE OF SURGOINSVILLE, ON THE
 GA3655'ROGERSVILLE/HAWKINS COUNTY AIRPORT, NEAR THE JUNCTION OF THE RUNWAY
 GA3655'AND THE TAXIWAY.  OWNERSHIP--AIRPORT MANAGER IS MR EARL HAYBORN,
 GA3655'TELEPHONE (615) 345-0219.
 GA3655' 
 GA3655'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF TN 70N, STATE ROUTE
 GA3655'347E, AND US HIGHWAY 11W AT THE NORTHEAST EDGE OF ROGERSVILLE, GO
 GA3655'NORTHEAST FOR 8.7 KM (5.4 MI) ON US HIGHWAY 11W TO THE JUNCTION OF
 GA3655'STATE ROUTE 346N ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 2.66
 GA3655'KM (1.65 MI) ON STATE ROUTE 346N TO A PAVED ROAD ON THE LEFT LEADING
 GA3655'TO THE AIRPORT, TURN LEFT AND GO NORTH FOR 0.16 KM (0.1 MI) ON THE
 GA3655'PAVED ROAD TO THE AIRPORT OFFICE AND HANGAR BUILDING.  PASS ON THE
 GA3655'PAVED ROAD WEST OF THE HANGAR/OFFICE BUILDING THROUGH A GATE AND GO
 GA3655'EAST FOR 0.40 KM (0.25 MI) ALONG THE TAXIWAY AND RUNWAY TO THE MARK ON
 GA3655'THE RIGHT, 0.16 KM (0.1 MI) EAST OF THE Y JUNCTION OF THE TAXIWAY AND
 GA3655'RUNWAY.
 GA3655' 
 GA3655'THE AZIMUTH IS A 3-D MARK WITH STAINLESS ROD DRIVEN 13.1 M (43 FT).
 GA3655'THE LOGO CAP IS STAMPED--GPS 3 AZ MK 1987--, AND A STEEL REBAR IS SET
 GA3655'IN CONCRETE.  LOCATED 6.7 M (22 FT) SOUTH OF THE SOUTH EDGE OF THE
 GA3655'RUNWAY, 18.3 M (60 FT) EAST OF A RUNWAY LIGHT, 42.1 M (138 FT)
 GA3655'SOUTHWEST OF A RUNWAY LIGHT, 28.3 M (93 FT) NORTH OF A PIPE CULVERT
 GA3655'UNDER THE GROUND IN A DITCH, AND 0.6 M (2 FT) WEST OF A FIBERGLASS
 GA3655'WITNESS POST.  THE MARK IS 0.40 KM (0.25 MI) EAST OF GPS 3 1987.
 GA3655' 
 GA3655'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 GA3655'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1866 ***********************************************************************
 GD1866  CBN         -  This is a Cooperative Base Network Control Station.
 GD1866  PACS        -  This is a Primary Airport Control Station.
 GD1866  DESIGNATION -  GPS 30
 GD1866  PID         -  GD1866
 GD1866  STATE/COUNTY-  TN/BENTON
 GD1866  USGS QUAD   -  CAMDEN (1984)
 GD1866
 GD1866                         *CURRENT SURVEY CONTROL
 GD1866  ___________________________________________________________________
 GD1866* NAD 83(1995)-  36 00 43.56473(N)    088 07 22.15355(W)     ADJUSTED  
 GD1866* NAVD 88     -       139.319  (meters)     457.08   (feet)  ADJUSTED  
 GD1866  ___________________________________________________________________
 GD1866  X           -     169,200.236 (meters)                     COMP
 GD1866  Y           -  -5,162,527.137 (meters)                     COMP
 GD1866  Z           -   3,729,343.117 (meters)                     COMP
 GD1866  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GD1866  ELLIP HEIGHT-         110.92  (meters)          (08/03/04) GPS OBS
 GD1866  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1866  DYNAMIC HT  -         139.201 (meters)     456.70  (feet)  COMP
 GD1866  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GD1866
 GD1866  HORZ ORDER  -  B
 GD1866  VERT ORDER  -  THIRD
 GD1866  ELLP ORDER  -  FOURTH    CLASS I
 GD1866
 GD1866.This mark is at Benton County Airport (0M4)
 GD1866
 GD1866.The horizontal coordinates were established by GPS observations
 GD1866.and adjusted by the National Geodetic Survey in December 1995..
 GD1866
 GD1866.The orthometric height was determined by differential leveling
 GD1866.and adjusted by the National Geodetic Survey in August 1996..
 GD1866
 GD1866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1866
 GD1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1866
 GD1866.The ellipsoidal height was determined by GPS observations
 GD1866.and is referenced to NAD 83.
 GD1866
 GD1866.The geoid height was determined by GEOID03.
 GD1866
 GD1866.The dynamic height is computed by dividing the NAVD 88
 GD1866.geopotential number by the normal gravity value computed on the
 GD1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1866.degrees latitude (g = 980.6199 gals.).
 GD1866
 GD1866.The modeled gravity was interpolated from observed gravity values.
 GD1866
 GD1866;                    North         East     Units Scale Factor Converg.
 GD1866;SPC TN       -   188,333.446   408,651.887   MT  0.99995321   -1 14 34.0
 GD1866;SPC TN       -   617,890.65  1,340,718.73   sFT  0.99995321   -1 14 34.0
 GD1866;UTM  16      - 3,985,873.636   398,816.310   MT  0.99972615   -0 39 36.8
 GD1866
 GD1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1866!SPC TN       -   0.99998259  x   0.99995321  =   0.99993580
 GD1866!UTM  16      -   0.99998259  x   0.99972615  =   0.99970875
 GD1866
 GD1866:                Primary Azimuth Mark                     Grid Az
 GD1866:SPC TN       -  0M4 A                                    044 36 21.9
 GD1866:UTM  16      -  0M4 A                                    044 01 24.7
 GD1866
 GD1866|---------------------------------------------------------------------|
 GD1866| PID    Reference Object                     Distance      Geod. Az  |
 GD1866|                                                           dddmmss.s |
 GD1866| AI9847 0M4 A                               478.956 METERS 0432147.9 |
 GD1866| GD1917 GPS 30 AZ MK                        APPROX. 0.6 KM 2150001.5 |
 GD1866|---------------------------------------------------------------------|
 GD1866
 GD1866                          SUPERSEDED SURVEY CONTROL
 GD1866
 GD1866  ELLIP H (12/14/95)  110.92   (m)                       GP(       ) 1 2
 GD1866  NAD 83(1995)-  36 00 43.56536(N)    088 07 22.15593(W) AD(       ) B
 GD1866  ELLIP H (09/07/90)  110.87   (m)                       GP(       ) 4 1
 GD1866  NAVD 88 (12/14/95)  139.32   (m)          457.1    (f) LEVELING    3  
 GD1866  NGVD 29 (09/07/90)  139.34   (m)          457.2    (f) LEVELING    3  
 GD1866
 GD1866.Superseded values are not recommended for survey control.
 GD1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1866.See file dsdata.txt to determine how the superseded data were derived.
 GD1866
 GD1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9881685874(NAD 83)
 GD1866_MARKER: I = METAL ROD
 GD1866_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1866_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1866_STAMPING: GPS 30 1987
 GD1866_MARK LOGO: NGS   
 GD1866_PROJECTION: FLUSH
 GD1866_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GD1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1866+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1866_ROD/PIPE-DEPTH: 10.4 meters
 GD1866_SLEEVE-DEPTH  : 0.90 meters
 GD1866
 GD1866  HISTORY     - Date     Condition        Report By
 GD1866  HISTORY     - 1987     MONUMENTED       NGS
 GD1866  HISTORY     - 1987     GOOD             NGS
 GD1866  HISTORY     - 19890727 GOOD
 GD1866  HISTORY     - 19901219 GOOD             NGS
 GD1866  HISTORY     - 19910131 GOOD
 GD1866  HISTORY     - 19950619 GOOD             NGS
 GD1866  HISTORY     - 1999     GOOD             LOWE
 GD1866  HISTORY     - 20031010 GOOD             TNDT
 GD1866
 GD1866                          STATION DESCRIPTION
 GD1866
 GD1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1866'THE STATION IS LOCATED ABOUT 5 KM (3 MI) SOUTH OF CAMDEN, AT THE
 GD1866'CAMDEN/BENTON COUNTY AIRPORT.
 GD1866'OWNERSHIP--AIRPORT IS UNATTENDED.  CONTACT THE COUNTY EXECUTIVE,
 GD1866'MR. JOE WRIGHT, TELEPHONE (901)584-6011.  MR. WRIGHT CAN ADVISE
 GD1866'REGARDING POSSIBLE NEED TO CONTACT THE COUNTY SHERIFF FOR ACCESS
 GD1866'AFTER DARK.
 GD1866'
 GD1866'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 BYPASS
 GD1866'AND U.S. HIGHWAY 641, ABOUT 3 KM (2 MI) SOUTH OF CAMDEN, GO
 GD1866'WEST FOR 0.05 KM (0.15 MI) ON U.S. HIGHWAY 70 BYPASS TO THE
 GD1866'INTERSECTION OF NATCHEZ TRACE ROAD.
 GD1866'TURN LEFT AND GO SOUTH FOR 0.50 KM (1.65 MI) ON NATCHEZ TRACE ROAD
 GD1866'TO THE INTERSECTION OF THE GRAVEL ENTRANCE DRIVE FOR THE AIRPORT.
 GD1866'TURN LEFT AND GO EAST FOR 0.3 KM (0.2 MI) ON THE GRAVEL ENTRANCE
 GD1866'DRIVE TO THE AIRPORT OFFICE AND A GATE.  PASS THROUGH THE GATE AND
 GD1866'GO EAST FOR 0.2 KM (0.1 MI) ON A TAXIWAY TO THE STATION ON THE
 GD1866'RIGHT AT THE JUNCTION WITH THE RUNWAY.
 GD1866'
 GD1866'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 10.4
 GD1866'METERS (34 FT).  THE LOGO CAP IS STAMPED---GPS 30 1987---, AND A
 GD1866'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 GD1866'20.1 METERS (66 FT) SOUTH FROM THE TAXIWAY CENTER,
 GD1866'20.7 METERS (68 FT) NORTHWEST FROM THE RUNWAY CENTER,
 GD1866'7.0 METERS (23 FT) WEST FROM A BLUE TAXIWAY LIGHT AT THE JUNCTION,
 GD1866'0.24 METERS (0.8 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 GD1866
 GD1866                          STATION RECOVERY (1987)
 GD1866
 GD1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GD1866'RECOVERED IN GOOD CONDITION.
 GD1866
 GD1866                          STATION RECOVERY (1989)
 GD1866
 GD1866'RECOVERED 1989
 GD1866'RECOVERED IN GOOD CONDITION.
 GD1866
 GD1866                          STATION RECOVERY (1990)
 GD1866
 GD1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1866'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTH OF CAMDEN, AT THE
 GD1866'BENTON COUNTY AIRPORT AND AT THE JUNCTION OF THE RUNWAY AND TAXIWAY.
 GD1866'OWNERSHIP--BENTON COUNTY, PUBLIC SQUARE, BENTON COUNTY COURTHOUSE,
 GD1866'CAMDEN, TN 38320, PHONE 901-584-6011, AIRPORT MANAGER IS BILLY OR
 GD1866'JAMES HIGHTOWER, PHONE 901-584-5343.
 GD1866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 641 AND STATE
 GD1866'HIGHWAY 70 BYPASS, ABOUT 3.0 KM (1.9 MI) SOUTHEAST OF CAMDEN, GO WEST
 GD1866'ON HIGHWAY 70 BYPASS FOR 0.24 KM (0.15 MI) TO A FOUR-WAY STOP AND THE
 GD1866'JUNCTION OF NATCHEZ TRACE ROAD (NO ROAD SIGN), TURN LEFT, SOUTH, ON
 GD1866'NATCHEZ TRACE ROAD FOR 2.65 KM (1.65 MI) TO THE AIRPORT ENTRANCE ROAD
 GD1866'ON THE LEFT, TURN LEFT, EAST-SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.32
 GD1866'KM (0.20 MI) TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT, PASS THRU
 GD1866'THE GATE AND ONTO THE APRON, GO EASTERLY ACROSS THE APRON TO THE
 GD1866'TAXIWAY, CONTINUE AHEAD ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE
 GD1866'JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 GD1866'THE STATION IS LOCATED 20.7 M (67.9 FT) NORTHWEST OF THE CENTER OF THE
 GD1866'RUNWAY, 20.1 M (65.9 FT) SOUTH OF THE CENTER OF THE TAXIWAY, 7.0 M
 GD1866'(23.0 FT) WEST OF A TAXI LIGHT AND 0.24 M (0.79 FT) NORTHWEST OF A
 GD1866'FIBERGLASS WITNESS POST.
 GD1866
 GD1866                          STATION RECOVERY (1991)
 GD1866
 GD1866'RECOVERED 1991
 GD1866'RECOVERED IN GOOD CONDITION.
 GD1866
 GD1866                          STATION RECOVERY (1995)
 GD1866
 GD1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1866'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF CAMDEN, AT THE
 GD1866'CAMDEN/BENTON COUNTY AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS BILL
 GD1866'HIGHTOWER, CAMDEN/BENTON COUNTY AIRPORT, CAMDEN, TN 38320, TELEPHONE
 GD1866'(615) 584-5343.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 GD1866'HIGHWAY 70 BYPASS AND U.S. HIGHWAY 641, ABOUT 3 KM (1.85 MI) SOUTH OF
 GD1866'CAMDEN, GO WEST FOR 0.24 KM (0.15 MI) ON U.S. HIGHWAY 70 BYPASS TO THE
 GD1866'INTERSECTION ON NATCHEZ TRACE ROAD.  TURN LEFT AND GO SOUTH FOR 2.7 KM
 GD1866'(1.65 MI) ON NATCHEZ TRACE ROAD TO THE INTERSECTION OF THE PAVED
 GD1866'ENTRANCE DRIVE FOR THE AIRPORT.  TURN LEFT AND GO EAST FOR 0.3 KM
 GD1866'(0.20 MI) ON THE ENTRANCE DRIVE TO THE AIRPORT OFFICE AND A GATE. PASS
 GD1866'THROUGH THE GATE AND GO EAST FOR 0.2 KM (0.10 MI) ON A TAXIWAY TO THE
 GD1866'STATION ON THE RIGHT AT THE JUNCTION WITH THE RUNWAY.  LOCATED 20.1 M
 GD1866'(65.9 FT) SOUTH FROM THE TAXIWAY CENTER, 20.7 M (67.9 FT) NORTHWEST
 GD1866'FROM THE RUNWAY CENTER, 11.0 M (36.1 FT) SOUTHWEST FROM A BLUE TAXIWAY
 GD1866'LIGHT IN THE ARC OF THE JUNCTION, 0.24 M (0.79 FT) NORTHWEST FROM A
 GD1866'FIBERGLASS WITNESS POST.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 GD1866
 GD1866                          STATION RECOVERY (1999)
 GD1866
 GD1866'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1866'RECOVERED 1999
 GD1866'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 GD1866'AIRPORT CONTROL STATION.
 GD1866' 
 GD1866' 
 GD1866'
 GD1866
 GD1866                          STATION RECOVERY (2003)
 GD1866
 GD1866'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1866'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1917 ***********************************************************************
 GD1917  SACS        -  This is a Secondary Airport Control Station.
 GD1917  DESIGNATION -  GPS 30 AZ MK
 GD1917  PID         -  GD1917
 GD1917  STATE/COUNTY-  TN/BENTON
 GD1917  USGS QUAD   -  BRUCETON (1987)
 GD1917
 GD1917                         *CURRENT SURVEY CONTROL
 GD1917  ___________________________________________________________________
 GD1917* NAD 83(1995)-  36 00 27.68565(N)    088 07 35.83798(W)     ADJUSTED  
 GD1917* NAVD 88     -       141.78   (meters)     465.2    (feet)  GPS OBS   
 GD1917  ___________________________________________________________________
 GD1917  X           -     168,867.206 (meters)                     COMP
 GD1917  Y           -  -5,162,827.953 (meters)                     COMP
 GD1917  Z           -   3,728,948.665 (meters)                     COMP
 GD1917  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GD1917  ELLIP HEIGHT-         113.40  (meters)          (08/03/04) GPS OBS
 GD1917  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1917
 GD1917  HORZ ORDER  -  FIRST
 GD1917  ELLP ORDER  -  FOURTH    CLASS I
 GD1917
 GD1917.This mark is at Benton County Airport (0M4)
 GD1917
 GD1917.The horizontal coordinates were established by GPS observations
 GD1917.and adjusted by the National Geodetic Survey in February 2001..
 GD1917
 GD1917.The orthometric height was determined by GPS observations and a
 GD1917.high-resolution geoid model.
 GD1917
 GD1917.GPS derived orthometric heights for airport stations designated as
 GD1917.PACS or SACS are published to 2 decimal places.  This maintains
 GD1917.centimeter relative accuracy between the PACS and SACS.  It does
 GD1917.not indicate centimeter accuracy relative to other marks which are
 GD1917.part of the NAVD 88 network.
 GD1917
 GD1917.Photographs are available for this station.
 GD1917
 GD1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1917
 GD1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1917
 GD1917.The ellipsoidal height was determined by GPS observations
 GD1917.and is referenced to NAD 83.
 GD1917
 GD1917.The geoid height was determined by GEOID03.
 GD1917
 GD1917;                    North         East     Units Scale Factor Converg.
 GD1917;SPC TN       -   187,851.599   408,298.669   MT  0.99995298   -1 14 42.0
 GD1917;SPC TN       -   616,309.79  1,339,559.88   sFT  0.99995298   -1 14 42.0
 GD1917;UTM  16      - 3,985,388.332   398,468.089   MT  0.99972702   -0 39 44.6
 GD1917
 GD1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1917!SPC TN       -   0.99998220  x   0.99995298  =   0.99993518
 GD1917!UTM  16      -   0.99998220  x   0.99972702  =   0.99970923
 GD1917
 GD1917:                Primary Azimuth Mark                     Grid Az
 GD1917:SPC TN       -  GPS 30                                   036 14 35.5
 GD1917:UTM  16      -  GPS 30                                   035 39 38.1
 GD1917
 GD1917|---------------------------------------------------------------------|
 GD1917| PID    Reference Object                     Distance      Geod. Az  |
 GD1917|                                                           dddmmss.s |
 GD1917| GD1866 GPS 30                              APPROX. 0.6 KM 0345953.5 |
 GD1917|---------------------------------------------------------------------|
 GD1917
 GD1917                          SUPERSEDED SURVEY CONTROL
 GD1917
 GD1917  ELLIP H (02/20/01)  113.43   (m)                       GP(       ) 2 1
 GD1917  NAD 83(1995)-  36 00 27.68562(N)    088 07 35.83758(W) AD(       ) 3
 GD1917  ELLIP H (04/12/99)  113.42   (m)                       GP(       ) 4 1
 GD1917  NAD 83(1995)-  36 00 27.68625(N)    088 07 35.83996(W) AD(       ) 3
 GD1917  NAD 83(1995)-  36 00 27.68625(N)    088 07 35.83996(W) AD(       ) 3
 GD1917  NGVD 29 (09/17/90)  141.8    (m)          465.     (f) GPS OBS        
 GD1917
 GD1917.Superseded values are not recommended for survey control.
 GD1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1917.See file dsdata.txt to determine how the superseded data were derived.
 GD1917
 GD1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9846885388(NAD 83)
 GD1917_MARKER: I = METAL ROD
 GD1917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1917_SP_SET: OBJECT DRIVEN INTO GROUND
 GD1917_STAMPING: GPS 30 AZ MK 1987
 GD1917_MARK LOGO: NGS   
 GD1917_PROJECTION: RECESSED 2 CENTIMETERS
 GD1917_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1917+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1917_ROD/PIPE-DEPTH: 6.70 meters
 GD1917_SLEEVE-DEPTH  : 1.00 meters
 GD1917
 GD1917  HISTORY     - Date     Condition        Report By
 GD1917  HISTORY     - 1987     MONUMENTED       NGS
 GD1917  HISTORY     - 19890726 GOOD
 GD1917  HISTORY     - 1999     GOOD             LOWE
 GD1917  HISTORY     - 20031010 GOOD             TNDT
 GD1917
 GD1917                          STATION DESCRIPTION
 GD1917
 GD1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GD1917'0.15 MILE WEST ALONG US HIGHWAY 70 BYPASS FROM THE JUNCTION OF US
 GD1917'HIGHWAY 641, 2.0 MILES SOUTH OF CAMDEN, TO THE JUNCTION OF NATCHER
 GD1917'TRACE ROAD, THENCE 1.65 MILE SOUTH ALONG NATCHER TRACE ROAD TO
 GD1917'THE JUNCTION OF A GRAVEL ENTRANCE DRIVE TO AIRPORT, THENCE 0.2
 GD1917'MILE EAST ALONG GRAVEL DRIVE TO THE OFFICE OF BENTON COUNTY
 GD1917'AIRPORT, THENCE E0.15 MILE SOUTH ALONG TAXIWAY TO JUNCTION OF
 GD1917'RUNWAY, THENCE 0.2 MILE SOUTHWEST ALONG RUNWAY TO MARK ON RIGHT IN
 GD1917'THE GRASSY AREA OF THE TAXIWAY TURN AROUND, ALSO OPPOSITE AND ACROSS
 GD1917'RUNWAY. FROM THE SOUTHERN ONE OF TWO VASIS, A 3-D MARK, A STAINLESS
 GD1917'STEEL ROD DRIVEN 22.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND,
 GD1917'ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5
 GD1917'INCH PVC PIPE WITH LOGO CAP AND ---STAMPED GPS 30 AZ MK 1987, 1 INCH
 GD1917'BELOW GROUND WITH A REBAR IN CONCRETE, 38.0 FEET NORTHWEST OF
 GD1917'NORTHEAST EDGE OF RUNWAY, 128.5 FEET EAST OF A METAL CORRIGATED
 GD1917'PIPE CULVERT, 121.0 FEET SOUTHWEST OF SOUTHWEST EDGE OF TAXIWAY
 GD1917'TURNAROUND, 87.2 FEET NORTHEAST OF NORTHEAST EDGE OF TAXIWAY TURN
 GD1917'AROUND, AND 1.0 FOOT SOUTHEAST OF A FIBERGLASS WITNESS POST.
 GD1917
 GD1917                          STATION RECOVERY (1989)
 GD1917
 GD1917'RECOVERED 1989
 GD1917'RECOVERED IN GOOD CONDITION.
 GD1917
 GD1917                          STATION RECOVERY (1999)
 GD1917
 GD1917'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD1917'RECOVERED 1999
 GD1917'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 GD1917'SECONDARY AIRPORT CONTROL STATION.
 GD1917' 
 GD1917' 
 GD1917'
 GD1917
 GD1917                          STATION RECOVERY (2003)
 GD1917
 GD1917'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1917'THE STATION IS LOCATED ABOUT 5 KM (3 MI) SOUTH OF CAMDEN, AT THE
 GD1917'CAMDEN/BENTON COUNTY AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS BILL
 GD1917'HIGHTOWER, CAMDEN/BENTON COUNTY AIRPORT, CAMDEN, TN 38320, TELEPHONE
 GD1917'(615) 584-5343.
 GD1917' 
 GD1917'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 BYPASS AND US
 GD1917'HIGHWAY 641, ABOUT 3 KM (2 MI) SOUTH OF CAMDEN, GO WEST FOR 0.24 KM
 GD1917'(0.15 MI) ON US HIGHWAY 70 BYPASS TO THE INTERSECTION OF NATCHEZ TRACE
 GD1917'ROAD.  TURN LEFT AND GO SOUTH FOR 2.7 KM (1.65 MI) ON NATCHEZ TRACE
 GD1917'ROAD TO THE INTERSECTION OF THE PAVED ENTRANCE DRIVE FOR THE AIRPORT.
 GD1917'TURN LEFT AND GO EAST FOR 0.3 KM (0.2 MI) ON THE ENTRANCE DRIVE TO THE
 GD1917'AIRPORT OFFICE AND A GATE.  PASS THROUGH THE GATE AND GO SOUTH 0.24 KM
 GD1917'(0.15 MI) ALONG A TAXIWAY TO A JUNCTION OF THE RUNWAY.  TURN RIGHT AND
 GD1917'GO SOUTHWEST 0.32 KM (0.2 MI) ALONG THE RUNWAY TO THE MARK ON THE
 GD1917'RIGHT IN A GRASSY AREA OF THE TAXIWAY TURNAROUND, ALSO OPPOSITE AND
 GD1917'ACROSS THE RUNWAY FROM THE SOUTHERN MOST OF TWO VASI'S.
 GD1917' 
 GD1917'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 6.7 M
 GD1917'(22 FT).  THE LOGO CAP IS STAMPED--GPS 30 AZ MK 1987--, AND A REBAR IS
 GD1917'EMBEDDED IN THE CONCRETE.  LOCATED 11.6 M (38 FT) NORTHWEST OF THE
 GD1917'NORTHWEST EDGE OF THE RUNWAY, 38.8 M (127 FT) EAST OF A METAL
 GD1917'CORRIGATED PIPE CULVERT, 36.0 M (118 FT) SOUTHWEST OF THE SOUTHWEST
 GD1917'EDGE OF THE TAXIWAY TURNAROUND, AND 0.3 M (1 FT) SOUTHEAST OF A
 GD1917'FIBERGLASS WITNESS POST.
 GD1917' 
 GD1917'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 GD1917'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2743 ***********************************************************************
 FE2743  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2743  CBN         -  This is a Cooperative Base Network Control Station.
 FE2743  DESIGNATION -  GPS 31
 FE2743  PID         -  FE2743
 FE2743  STATE/COUNTY-  TN/CARROLL
 FE2743  USGS QUAD   -  MC LEMORESVILLE (1981)
 FE2743
 FE2743                         *CURRENT SURVEY CONTROL
 FE2743  ___________________________________________________________________
 FE2743* NAD 83(1995)-  35 56 20.27987(N)    088 34 22.61519(W)     ADJUSTED  
 FE2743* NAVD 88     -       160.06   (meters)     525.1    (feet)  GPS OBS   
 FE2743  ___________________________________________________________________
 FE2743  X           -     128,756.626 (meters)                     COMP
 FE2743  Y           -  -5,168,479.588 (meters)                     COMP
 FE2743  Z           -   3,722,788.097 (meters)                     COMP
 FE2743  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2743  ELLIP HEIGHT-         131.77  (meters)          (08/03/04) GPS OBS
 FE2743  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2743
 FE2743  HORZ ORDER  -  B
 FE2743  ELLP ORDER  -  FOURTH    CLASS I
 FE2743
 FE2743.The horizontal coordinates were established by GPS observations
 FE2743.and adjusted by the National Geodetic Survey in September 2003..
 FE2743
 FE2743.The orthometric height was determined by GPS observations and a
 FE2743.high-resolution geoid model using precise GPS observation and
 FE2743.processing techniques. It supersedes the leveled height previously
 FE2743.determined for this station.
 FE2743
 FE2743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2743
 FE2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2743
 FE2743.The ellipsoidal height was determined by GPS observations
 FE2743.and is referenced to NAD 83.
 FE2743
 FE2743.The geoid height was determined by GEOID03.
 FE2743
 FE2743;                    North         East     Units Scale Factor Converg.
 FE2743;SPC TN       -   181,195.090   367,873.171   MT  0.99995007   -1 30 22.7
 FE2743;SPC TN       -   594,470.89  1,206,930.56   sFT  0.99995007   -1 30 22.7
 FE2743;UTM  16      - 3,978,322.217   358,119.128   MT  0.99984805   -0 55 24.1
 FE2743
 FE2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2743!SPC TN       -   0.99997932  x   0.99995007  =   0.99992939
 FE2743!UTM  16      -   0.99997932  x   0.99984805  =   0.99982737
 FE2743
 FE2743                          SUPERSEDED SURVEY CONTROL
 FE2743
 FE2743  ELLIP H (09/08/03)  131.76   (m)                       GP(       ) 1 2
 FE2743  NAD 83(1995)-  35 56 20.27975(N)    088 34 22.61540(W) AD(       ) B
 FE2743  ELLIP H (12/14/95)  131.77   (m)                       GP(       ) 1 2
 FE2743  NAD 83(1995)-  35 56 20.27984(N)    088 34 22.61620(W) AD(       ) B
 FE2743  NAVD 88 (02/01/05)  160.11   (m)          525.3    (f) LEVELING    3  
 FE2743  NGVD 29 (09/07/90)  160.1    (m)          525.     (f) GPS OBS        
 FE2743
 FE2743.Superseded values are not recommended for survey control.
 FE2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2743.See file dsdata.txt to determine how the superseded data were derived.
 FE2743
 FE2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5811978322(NAD 83)
 FE2743_MARKER: I = METAL ROD
 FE2743_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2743_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2743_STAMPING: GPS 31 1987
 FE2743_MARK LOGO: NGS   
 FE2743_PROJECTION: FLUSH
 FE2743_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2743+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2743_ROD/PIPE-DEPTH: 9.10 meters
 FE2743_SLEEVE-DEPTH  : 0.90 meters
 FE2743
 FE2743  HISTORY     - Date     Condition        Report By
 FE2743  HISTORY     - 1987     MONUMENTED       NGS
 FE2743  HISTORY     - 1987     GOOD             NGS
 FE2743  HISTORY     - 19890711 GOOD
 FE2743  HISTORY     - 19901219 GOOD             NGS
 FE2743  HISTORY     - 19910131 GOOD
 FE2743  HISTORY     - 19950619 GOOD             NGS
 FE2743  HISTORY     - 20020129 GOOD             USACE
 FE2743  HISTORY     - 20020504 GOOD             EMCINC
 FE2743  HISTORY     - 20031010 GOOD             TNDT
 FE2743
 FE2743                          STATION DESCRIPTION
 FE2743
 FE2743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2743'THE STATION IS LOCATED ABOUT 42 KM (26 MI) NORTHEAST OF JACKSON,
 FE2743'5 KM (3 MI) SOUTH OF MCLEMORESVILLE, ON THE WEST RIGHT-OF-WAY OF
 FE2743'STATE ROUTE 105.
 FE2743'OWNERSHIP--STATE RIGHT-OF-WAY.
 FE2743'
 FE2743'TO REACH THE STATION FROM THE CITY HALL IN MCLEMORESVILLE GO
 FE2743'SOUTH FOR 0.2 KM (0.1 MI) ON U.S. HIGHWAY 70A TO THE JUNCTION OF
 FE2743'STATE ROUTE 105.
 FE2743'TURN LEFT AND GO SOUTH ON STATE ROUTE 105 TO A
 FE2743'BAPTIST CHURCH ON THE LEFT.
 FE2743'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.5 KM (2.2 MI) ON STATE
 FE2743'ROUTE 105 TO THE STATION ON THE RIGHT ATOP A CUT.
 FE2743'
 FE2743'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 9.1 METERS
 FE2743'(30 FT).  THE LOGO CAP IS STAMPED---GPS 31 1987---, AND A STEEL
 FE2743'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2743'102.7 METERS (337 FT) SOUTH FROM THE CENTER OF A HIGH VOLTAGE POWER
 FE2743'LINE CROSSING THE ROAD,
 FE2743'9.4 METERS (31 FT) WEST FROM THE ROAD CENTER AND 0.9 METERS (3 FT)
 FE2743'ABOVE SAME,
 FE2743'36.0 METERS (118 FT) SOUTH FROM A BURIED CABLE WARNING SIGN,
 FE2743'0.2 METERS (1 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 FE2743
 FE2743                          STATION RECOVERY (1987)
 FE2743
 FE2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2743'RECOVERED IN GOOD CONDITION.
 FE2743
 FE2743                          STATION RECOVERY (1989)
 FE2743
 FE2743'RECOVERED 1989
 FE2743'RECOVERED IN GOOD CONDITION.
 FE2743
 FE2743                          STATION RECOVERY (1990)
 FE2743
 FE2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2743'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) SOUTH OF
 FE2743'MCLEMORESVILLE, ON THE WEST SIDE OF A COUNTY ROAD.
 FE2743'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX 23170,
 FE2743'NASHVILLE, TN 37202, PHONE 615-741-2158.
 FE2743'TO REACH THE STATION FROM THE CITY MUNICIPAL BUILDING AND POST OFFICE
 FE2743'IN MCCLEMORESVILLE, LOCATED ON STATE HIGHWAY 70A (MAIN STREET) ABOUT
 FE2743'0.08 KM (0.05 MI) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 105
 FE2743'WEST, GO SOUTHWESTERLY ON STATE HIGHWAY 70A FOR 0.16 KM (0.10 MI) TO
 FE2743'THE JUNCTION OF A PAVED ROAD LEFT (NO ROAD SIGN BUT THERE IS A METAL
 FE2743'SIGN WITH ARROW READING REED CREEK BAPTIST CHURCH), TURN LEFT, SOUTH,
 FE2743'ON THE PAVED ROAD FOR 5.23 KM (3.25 MI) TO A MAJOR POWER LINE
 FE2743'CROSSING THE HIGHWAY, CONTINUE AHEAD ON THE PAVED ROAD FOR 0.08 KM
 FE2743'(0.05 MI) TO THE STATION ON THE RIGHT ON TOP OF A CUT BANK ABOUT 1.22
 FE2743'M (4.00 FT) ABOVE THE ROAD.
 FE2743'THE STATION IS LOCATED 36.0 M (118.1 FT) SOUTH OF A SIGN (WARNING
 FE2743'BURIED CABLE), 9.4 M (30.8 FT) WEST OF THE CENTER OF THE ROAD AND 0.2
 FE2743'M (0.7 FT) EAST OF A FIBERGLASS WITNESS POST.
 FE2743
 FE2743                          STATION RECOVERY (1991)
 FE2743
 FE2743'RECOVERED 1991
 FE2743'RECOVERED IN GOOD CONDITION.
 FE2743
 FE2743                          STATION RECOVERY (1995)
 FE2743
 FE2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2743'THE STATION IS LOCATED ABOUT 42 KM (26.10 MI) NORTHEAST OF JACKSON, 5
 FE2743'KM (3.10 MI) SOUTH OF MCLEMORESVILLE, ON THE WEST RIGHT-OF-WAY OF
 FE2743'COUNTY ROAD 80361.  OWNERSHIP--CARROLL COUNTY.  TO REACH THE STATION
 FE2743'FROM THE CITY HALL IN MCLEMORESVILLE, GO SOUTH FOR 0.2 KM (0.10 MI) ON
 FE2743'U.S. HIGHWAY 70A TO THE JUNCTION OF COUNTY ROAD 80361.  TURN LEFT AND
 FE2743'GO SOUTH FOR 1.8 KM (1.10 MI) ON COUNTY ROAD 80361 TO A BAPTIST CHURCH
 FE2743'ON LEFT.  CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.5 KM (2.15 MI) ON
 FE2743'COUNTY ROAD 80361 TO THE STATION ON RIGHT ATOP A CUT. LOCATED 103.6 M
 FE2743'(339.9 FT) SOUTH FROM THE CENTER OF A HIGH VOLTAGE POWER LINE CROSSING
 FE2743'THE ROAD, 9.4 M (30.8 FT) WEST FROM THE ROAD CENTER, 0.9 M (3.0 FT)
 FE2743'ABOVE THE ROAD, 36.0 M (118.1 FT) SOUTH FROM A BURIED CABLE WARNING
 FE2743'SIGN, 21.3 M (69.9 FT) NORTHWEST FROM A UTILITY POLE AND 0.3 M (1.0
 FE2743'FT) NORTH FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS EMBEDDED
 FE2743'IN THE CONCRETE.
 FE2743
 FE2743                          STATION RECOVERY (2002)
 FE2743
 FE2743'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2743'RECOVERED IN GOOD CONDITION.
 FE2743
 FE2743                          STATION RECOVERY (2002)
 FE2743
 FE2743'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FE2743'MARK FOUND AS DESCRIBED.
 FE2743'
 FE2743
 FE2743                          STATION RECOVERY (2003)
 FE2743
 FE2743'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2743'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2744 ***********************************************************************
 FE2744  CBN         -  This is a Cooperative Base Network Control Station.
 FE2744  DESIGNATION -  GPS 32
 FE2744  PID         -  FE2744
 FE2744  STATE/COUNTY-  TN/GIBSON
 FE2744  USGS QUAD   -  TRENTON (1981)
 FE2744
 FE2744                         *CURRENT SURVEY CONTROL
 FE2744  ___________________________________________________________________
 FE2744* NAD 83(1995)-  35 55 40.36036(N)    088 59 52.36166(W)     ADJUSTED  
 FE2744* NAVD 88     -        97.59   (meters)     320.2    (feet)  N HEIGHT  
 FE2744  ___________________________________________________________________
 FE2744  X           -      90,433.564 (meters)                     COMP
 FE2744  Y           -  -5,169,963.763 (meters)                     COMP
 FE2744  Z           -   3,721,755.210 (meters)                     COMP
 FE2744  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FE2744  ELLIP HEIGHT-          69.35  (meters)          (08/03/04) GPS OBS
 FE2744  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE2744  DYNAMIC HT  -          97.51  (meters)     319.9   (feet)  COMP
 FE2744  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 FE2744
 FE2744  HORZ ORDER  -  B
 FE2744  VERT ORDER  -  THIRD
 FE2744  ELLP ORDER  -  FOURTH    CLASS I
 FE2744
 FE2744.The horizontal coordinates were established by GPS observations
 FE2744.and adjusted by the National Geodetic Survey in December 1995..
 FE2744
 FE2744.The orthometric height was determined by differential leveling
 FE2744.and adjusted by the National Geodetic Survey in August 1996..
 FE2744.The height was determined by precise leveling from only one NSRS
 FE2744.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2744.allowed ONLY to validate the GPS-derived height.
 FE2744
 FE2744.Photographs are available for this station.
 FE2744
 FE2744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2744
 FE2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2744
 FE2744.The ellipsoidal height was determined by GPS observations
 FE2744.and is referenced to NAD 83.
 FE2744
 FE2744.The geoid height was determined by GEOID03.
 FE2744
 FE2744.The dynamic height is computed by dividing the NAVD 88
 FE2744.geopotential number by the normal gravity value computed on the
 FE2744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2744.degrees latitude (g = 980.6199 gals.).
 FE2744
 FE2744.The modeled gravity was interpolated from observed gravity values.
 FE2744
 FE2744;                    North         East     Units Scale Factor Converg.
 FE2744;SPC TN       -   181,056.413   329,510.244   MT  0.99994974   -1 45 18.3
 FE2744;SPC TN       -   594,015.91  1,081,068.19   sFT  0.99994974   -1 45 18.3
 FE2744;UTM  16      - 3,977,793.413   319,760.698   MT  1.00000031   -1 10 21.4
 FE2744
 FE2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2744!SPC TN       -   0.99998912  x   0.99994974  =   0.99993886
 FE2744!UTM  16      -   0.99998912  x   1.00000031  =   0.99998943
 FE2744
 FE2744                          SUPERSEDED SURVEY CONTROL
 FE2744
 FE2744  ELLIP H (12/14/95)   69.38   (m)                       GP(       ) 1 2
 FE2744  NAD 83(1995)-  35 55 40.36018(N)    088 59 52.36218(W) AD(       ) B
 FE2744  ELLIP H (09/07/90)   69.36   (m)                       GP(       ) 4 1
 FE2744  NAVD 88 (12/14/95)   97.59   (m)          320.2    (f) LEVELING    3  
 FE2744  NGVD 29 (??/??/??)   97.63   (m)          320.3    (f) N HEIGHT    3  
 FE2744
 FE2744.Superseded values are not recommended for survey control.
 FE2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2744.See file dsdata.txt to determine how the superseded data were derived.
 FE2744
 FE2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1976177793(NAD 83)
 FE2744_MARKER: I = METAL ROD
 FE2744_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2744_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2744_STAMPING: GPS 32 1987
 FE2744_MARK LOGO: NGS   
 FE2744_PROJECTION: FLUSH
 FE2744_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2744+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2744_ROD/PIPE-DEPTH: 12.8 meters
 FE2744_SLEEVE-DEPTH  : 0.90 meters
 FE2744
 FE2744  HISTORY     - Date     Condition        Report By
 FE2744  HISTORY     - 1987     MONUMENTED       NGS
 FE2744  HISTORY     - 19890711 GOOD
 FE2744  HISTORY     - 19950620 GOOD             NGS
 FE2744  HISTORY     - 1999     GOOD             LOWE
 FE2744  HISTORY     - 20031010 GOOD             TNDT
 FE2744
 FE2744                          STATION DESCRIPTION
 FE2744
 FE2744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2744'THE STATION IS LOCATED ABOUT 38.6 KM (24 MI)
 FE2744'NORTH-NORTHWEST OF JACKSON,
 FE2744'8 KM (5 MI) SOUTHWEST OF TRENTON, ON THE NORTHWEST RIGHT-OF-WAY OF
 FE2744'STATE ROUTE 54.
 FE2744'OWNERSHIP--STATE RIGHT-OF-WAY.
 FE2744'
 FE2744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45W BUSINESS
 FE2744'ROUTE AND STATE ROUTE 54 AT THE SOUTH EDGE OF TRENTON GO WEST AND
 FE2744'SOUTHWEST FOR 7.2 KM (4.5 MI) ON STATE ROUTE 54 TO THE STATION ON
 FE2744'THE RIGHT, 0.2 KM (0.15 MI) SOUTHWEST FROM THE FOLLIS CHAPEL AND
 FE2744'CEMETERY.
 FE2744'
 FE2744'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 12.8
 FE2744'METERS (42 FT).  THE LOGO CAP IS STAMPED---GPS 32 1987---, AND A
 FE2744'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2744'100.6 METERS (330 FT) NORTHEAST FROM THE CENTER OF A BRIDGE OVER A
 FE2744'SMALL STREAM,
 FE2744'17.1 METERS (56 FT) NORTHWEST FROM THE CENTER OF THE ROAD AND LEVEL
 FE2744'WITH SAME,
 FE2744'1.2 METERS (4 FT) SOUTHEAST FROM THE RIGHT-OF-WAY FENCE,
 FE2744'0.2 METERS (0.8 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 FE2744
 FE2744                          STATION RECOVERY (1989)
 FE2744
 FE2744'RECOVERED 1989
 FE2744'RECOVERED IN GOOD CONDITION.
 FE2744
 FE2744                          STATION RECOVERY (1995)
 FE2744
 FE2744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2744'THE STATION IS LOCATED ABOUT 38.7 KM (24.05 MI) NORTH-NORTHWEST OF
 FE2744'JACKSON, 8 KM (4.95 MI) SOUTHWEST OF TRENTON, ON THE NORTHWEST
 FE2744'RIGHT-OF-WAY OF STATE ROUTE 54.  OWNERSHIP--STATE DEPARTMENT OF
 FE2744'TRANSPORTATION.  TO REACH THE STATION FROM THE GIBSON COUNTY
 FE2744'COURTHOUSE IN TRENTON, GO SOUTH ON U.S. HIGHWAY 45W BUSINESS ROUTE
 FE2744'(COLLEGE ST.) 1.8 KM (1.10 MI) TO THE JUNCTION OF STATE ROUTE 54 AT
 FE2744'THE SOUTH EDGE OF TRENTON.  TURN RIGHT AND GO WEST AND SOUTHWEST FOR
 FE2744'7.2 KM (4.45 MI) ON STATE ROUTE 54 TO THE STATION ON THE RIGHT, 0.2 KM
 FE2744'(0.10 MI) SOUTHWEST FROM THE FOLLIS CHAPEL AND CEMETERY.  LOCATED
 FE2744'100.6 M (330.1 FT) NORTHEAST FROM THE CENTER OF A BRIDGE OVER A SMALL
 FE2744'STREAM, 17.1 M (56.1 FT) NORTHWEST FROM THE CENTER OF THE ROAD AND
 FE2744'LEVEL WITH SAME, 1.4 M (4.6 FT) SOUTHEAST FROM THE RIGHT-OF-WAY FENCE,
 FE2744'30.2 M (99.1 FT) NORTHEAST FROM A UTILITY POLE AND 0.2 M (0.7 FT)
 FE2744'SOUTHWEST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS EMBEDDED
 FE2744'IN THE CONCRETE.
 FE2744
 FE2744                          STATION RECOVERY (1999)
 FE2744
 FE2744'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2744'RECOVERED 1999
 FE2744'RECOVERED IN GOOD CONDITION.
 FE2744' 
 FE2744'
 FE2744
 FE2744                          STATION RECOVERY (2003)
 FE2744
 FE2744'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2744'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2745 ***********************************************************************
 FE2745  FBN         -  This is a Federal Base Network Control Station.
 FE2745  PACS        -  This is a Primary Airport Control Station.
 FE2745  DESIGNATION -  GPS 33
 FE2745  PID         -  FE2745
 FE2745  STATE/COUNTY-  TN/DYER
 FE2745  USGS QUAD   -  FOWLKES (1983)
 FE2745
 FE2745                         *CURRENT SURVEY CONTROL
 FE2745  ___________________________________________________________________
 FE2745* NAD 83(1995)-  35 59 54.49354(N)    089 24 13.70245(W)     ADJUSTED  
 FE2745* NAVD 88     -        99.80   (meters)     327.4    (feet)  N HEIGHT  
 FE2745  ___________________________________________________________________
 FE2745  X           -      53,755.700 (meters)                     COMP
 FE2745  Y           -  -5,165,876.821 (meters)                     COMP
 FE2745  Z           -   3,728,096.481 (meters)                     COMP
 FE2745  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2745  ELLIP HEIGHT-          71.65  (meters)          (08/03/04) GPS OBS
 FE2745  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE2745  DYNAMIC HT  -          99.72  (meters)     327.2   (feet)  COMP
 FE2745  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 FE2745
 FE2745  HORZ ORDER  -  B
 FE2745  VERT ORDER  -  THIRD
 FE2745  ELLP ORDER  -  FOURTH    CLASS I
 FE2745
 FE2745.This mark is at Dyersburg Airport (DYR)
 FE2745
 FE2745.The horizontal coordinates were established by GPS observations
 FE2745.and adjusted by the National Geodetic Survey in December 1995..
 FE2745
 FE2745.The orthometric height was determined by differential leveling
 FE2745.and adjusted by the National Geodetic Survey in August 1996..
 FE2745.The height was determined by precise leveling from only one NSRS
 FE2745.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2745.allowed ONLY to validate the GPS-derived height.
 FE2745
 FE2745.Photographs are available for this station.
 FE2745
 FE2745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2745
 FE2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2745
 FE2745.The ellipsoidal height was determined by GPS observations
 FE2745.and is referenced to NAD 83.
 FE2745
 FE2745.The geoid height was determined by GEOID03.
 FE2745
 FE2745.The dynamic height is computed by dividing the NAVD 88
 FE2745.geopotential number by the normal gravity value computed on the
 FE2745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2745.degrees latitude (g = 980.6199 gals.).
 FE2745
 FE2745.The modeled gravity was interpolated from observed gravity values.
 FE2745
 FE2745;                    North         East     Units Scale Factor Converg.
 FE2745;SPC TN       -   190,081.966   293,170.794   MT  0.99995250   -1 59 33.8
 FE2745;SPC TN       -   623,627.25    961,844.51   sFT  0.99995250   -1 59 33.8
 FE2745;UTM  16      - 3,986,451.214   283,326.659   MT  1.00017851   -1 24 48.3
 FE2745
 FE2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2745!SPC TN       -   0.99998875  x   0.99995250  =   0.99994126
 FE2745!UTM  16      -   0.99998875  x   1.00017851  =   1.00016726
 FE2745
 FE2745:                Primary Azimuth Mark                     Grid Az
 FE2745:SPC TN       -  GPS 33 AZ MK                             230 59 57.0
 FE2745:UTM  16      -  GPS 33 AZ MK                             230 25 11.5
 FE2745
 FE2745|---------------------------------------------------------------------|
 FE2745| PID    Reference Object                     Distance      Geod. Az  |
 FE2745|                                                           dddmmss.s |
 FE2745| FE2777 GPS 33 AZ MK                        APPROX. 0.5 KM 2290023.2 |
 FE2745|---------------------------------------------------------------------|
 FE2745
 FE2745                          SUPERSEDED SURVEY CONTROL
 FE2745
 FE2745  ELLIP H (12/14/95)   71.66   (m)                       GP(       ) 1 2
 FE2745  NAD 83(1995)-  35 59 54.49308(N)    089 24 13.70248(W) AD(       ) B
 FE2745  ELLIP H (09/07/90)   71.66   (m)                       GP(       ) 4 1
 FE2745  NAVD 88 (12/14/95)   99.80   (m)          327.4    (f) LEVELING    3  
 FE2745  NGVD 29 (??/??/??)   99.73   (m)          327.2    (f) N HEIGHT    3  
 FE2745
 FE2745.Superseded values are not recommended for survey control.
 FE2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2745.See file dsdata.txt to determine how the superseded data were derived.
 FE2745
 FE2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8332786451(NAD 83)
 FE2745_MARKER: I = METAL ROD
 FE2745_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2745_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2745_STAMPING: GPS 33 1987
 FE2745_MARK LOGO: NGS   
 FE2745_PROJECTION: FLUSH
 FE2745_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2745+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2745_ROD/PIPE-DEPTH: 11.3 meters
 FE2745_SLEEVE-DEPTH  : 0.90 meters
 FE2745
 FE2745  HISTORY     - Date     Condition        Report By
 FE2745  HISTORY     - 1987     MONUMENTED       NGS
 FE2745  HISTORY     - 19890428 GOOD
 FE2745  HISTORY     - 19950620 GOOD             NGS
 FE2745  HISTORY     - 19970305 GOOD             NGS
 FE2745  HISTORY     - 1999     GOOD             LOWE
 FE2745  HISTORY     - 20010326 GOOD             INDIV
 FE2745  HISTORY     - 20020419 GOOD             USACE
 FE2745  HISTORY     - 20031010 GOOD             TNDT
 FE2745
 FE2745                          STATION DESCRIPTION
 FE2745
 FE2745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2745'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF DYERSBURG, AT
 FE2745'THE DYERSBURG MUNICIPAL AIRPORT.
 FE2745'OWNERSHIP--AIRPORT MANAGER IS BOBBY WILSON, TELEPHONE (901)286-0202.
 FE2745'
 FE2745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 BYPASS
 FE2745'AND U.S. HIGHWAY 51 BUSINESS ROUTE JUST SOUTH OF DYERSBURG GO
 FE2745'SOUTH FOR 0.5 KM (0.3 MI) ON U.S. HIGHWAY 51 TO THE AIRPORT
 FE2745'ENTRANCE DRIVE ON THE RIGHT.
 FE2745'TURN RIGHT AND GO WEST FOR 0.56 KM (0.35 MI) ON THE AIRPORT
 FE2745'ENTRANCE DRIVE TO THE AIRPORT OFFICE AND THE STATION, 0.24 KM (0.15
 FE2745'MI) WEST-SOUTHWEST FROM THE OFFICE, NEAR THE JUNCTION OF A RUNWAY
 FE2745'AND A TAXIWAY.
 FE2745'
 FE2745'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 11.3
 FE2745'METERS (37 FT).  THE LOGO CAP IS STAMPED---GPS 33 1987---, AND A
 FE2745'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2745'64.0 METERS (210 FT) WEST FROM A WIND VANE,
 FE2745'63.4 METERS (208 FT) WEST-NORTHWEST FROM A WIND SOCK,
 FE2745'48.2 METERS (158 FT) EAST FROM THE CENTER OF A RUNWAY,
 FE2745'21.0 METERS (69 FT) SOUTHEAST FROM THE CENTER OF A TAXIWAY,
 FE2745'29.0 METERS (95 FT) WEST FROM A 0.9 METERS (3 FT) SQUARE IRON DRAIN
 FE2745'GRATE,
 FE2745'0.15 METERS (0.5 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 FE2745
 FE2745                          STATION RECOVERY (1989)
 FE2745
 FE2745'RECOVERED 1989
 FE2745'RECOVERED IN GOOD CONDITION.
 FE2745
 FE2745                          STATION RECOVERY (1995)
 FE2745
 FE2745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2745'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF DYERSBURG, AT
 FE2745'THE DYERSBURG MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS JERRIE
 FE2745'DAVIS, TELEPHONE (901) 286-2233.  TO REACH THE STATION FROM THE
 FE2745'COURTHOUSE IN DYERSBURG, GO SOUTH FOR 3.2 KM (2.00 MI) ON U.S. HIGHWAY
 FE2745'51 BUSINESS (N. MAIN AVE) TO THE JUNCTION OF U.S. HIGHWAY 51 BYPASS.
 FE2745'BEAR LEFT AND GO SOUTH FOR 0.5 KM (0.30 MI) ON U.S. HIGHWAY 51 TO THE
 FE2745'AIRPORT ENTRANCE DRIVE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.56
 FE2745'KM (0.35 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE.
 FE2745'ENTER THE APRON AREA FROM THE DRIVE BETWEEN THE OLD AIRPORT OFFICE
 FE2745'BUILDING AND A METAL HANGAR APPROXIMATELY 90 M (295.3 FT) NORTH OF THE
 FE2745'NEW AIRPORT OFFICE BUILDING.  GO WEST-SOUTHWEST ACROSS THE APRON TO A
 FE2745'TAXIWAY, BEAR RIGHT AND GO WEST ON THE TAXIWAY FOR 61 M (200.1 FT) TO
 FE2745'THE JUNCTION OF A SOUTHWEST TAXIWAY.  TURN LEFT AND GO SOUTHWEST FOR
 FE2745'0.16 KM (0.10 MI) ON THE TAXIWAY TO THE STATION ON THE LEFT.  LOCATED
 FE2745'64.3 M (211.0 FT) WEST-SOUTHWEST FROM A WIND VANE, 63.4 M (208.0 FT)
 FE2745'WEST-NORTHWEST FROM A WIND SOCK, 48.2 M (158.1 FT) EAST-NORTHEAST FROM
 FE2745'THE CENTER OF A RUNWAY, 21.0 M (68.9 FT) SOUTHEAST FROM THE CENTER OF
 FE2745'A TAXIWAY, 29.0 M (95.1 FT) WEST FROM A 0.9 M (3.0 FT) SQUARE IRON
 FE2745'DRAIN GRATE AND 0.15 M (0.49 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 FE2745'A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FE2745
 FE2745                          STATION RECOVERY (1997)
 FE2745
 FE2745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FE2745'RECOVERED AS DESCRIBED.
 FE2745
 FE2745                          STATION RECOVERY (1999)
 FE2745
 FE2745'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2745'RECOVERED 1999
 FE2745'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2745'PRIMARY AIRPORT CONTROL STATION.
 FE2745' 
 FE2745' 
 FE2745'
 FE2745
 FE2745                          STATION RECOVERY (2001)
 FE2745
 FE2745'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 FE2745'RECOVERED AS DESCRIBED.
 FE2745
 FE2745                          STATION RECOVERY (2002)
 FE2745
 FE2745'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2745'RECOVERED IN GOOD CONDITION.
 FE2745
 FE2745                          STATION RECOVERY (2003)
 FE2745
 FE2745'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2745'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2777 ***********************************************************************
 FE2777  SACS        -  This is a Secondary Airport Control Station.
 FE2777  DESIGNATION -  GPS 33 AZ MK
 FE2777  PID         -  FE2777
 FE2777  STATE/COUNTY-  TN/DYER
 FE2777  USGS QUAD   -  FOWLKES (1983)
 FE2777
 FE2777                         *CURRENT SURVEY CONTROL
 FE2777  ___________________________________________________________________
 FE2777* NAD 83(1995)-  35 59 43.16654(N)    089 24 29.74023(W)     ADJUSTED  
 FE2777* NAVD 88     -        94.19   (meters)     309.0    (feet)  GPS OBS   
 FE2777  ___________________________________________________________________
 FE2777  X           -      53,356.107 (meters)                     COMP
 FE2777  Y           -  -5,166,081.605 (meters)                     COMP
 FE2777  Z           -   3,727,810.708 (meters)                     COMP
 FE2777  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FE2777  ELLIP HEIGHT-          66.01  (meters)          (08/03/04) GPS OBS
 FE2777  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE2777
 FE2777  HORZ ORDER  -  FIRST
 FE2777  ELLP ORDER  -  FOURTH    CLASS I
 FE2777
 FE2777.This mark is at Dyersburg Airport (DYR)
 FE2777
 FE2777.The horizontal coordinates were established by GPS observations
 FE2777.and adjusted by the National Geodetic Survey in February 2001..
 FE2777
 FE2777.The orthometric height was determined by GPS observations and a
 FE2777.high-resolution geoid model.
 FE2777
 FE2777.GPS derived orthometric heights for airport stations designated as
 FE2777.PACS or SACS are published to 2 decimal places.  This maintains
 FE2777.centimeter relative accuracy between the PACS and SACS.  It does
 FE2777.not indicate centimeter accuracy relative to other marks which are
 FE2777.part of the NAVD 88 network.
 FE2777
 FE2777.Photographs are available for this station.
 FE2777
 FE2777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2777
 FE2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2777
 FE2777.The ellipsoidal height was determined by GPS observations
 FE2777.and is referenced to NAD 83.
 FE2777
 FE2777.The geoid height was determined by GEOID03.
 FE2777
 FE2777;                    North         East     Units Scale Factor Converg.
 FE2777;SPC TN       -   189,747.050   292,757.220   MT  0.99995235   -1 59 43.2
 FE2777;SPC TN       -   622,528.45    960,487.65   sFT  0.99995235   -1 59 43.2
 FE2777;UTM  16      - 3,986,112.056   282,916.399   MT  1.00018071   -1 24 57.4
 FE2777
 FE2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2777!SPC TN       -   0.99998964  x   0.99995235  =   0.99994199
 FE2777!UTM  16      -   0.99998964  x   1.00018071  =   1.00017035
 FE2777
 FE2777:                Primary Azimuth Mark                     Grid Az
 FE2777:SPC TN       -  GPS 33                                   050 59 57.0
 FE2777:UTM  16      -  GPS 33                                   050 25 11.2
 FE2777
 FE2777|---------------------------------------------------------------------|
 FE2777| PID    Reference Object                     Distance      Geod. Az  |
 FE2777|                                                           dddmmss.s |
 FE2777| FE2745 GPS 33                              APPROX. 0.5 KM 0490013.8 |
 FE2777|---------------------------------------------------------------------|
 FE2777
 FE2777                          SUPERSEDED SURVEY CONTROL
 FE2777
 FE2777  ELLIP H (02/20/01)   66.05   (m)                       GP(       ) 2 1
 FE2777  NAD 83(1995)-  35 59 43.16689(N)    089 24 29.73943(W) AD(       ) 3
 FE2777  ELLIP H (04/12/99)   66.00   (m)                       GP(       ) 4 1
 FE2777  NAD 83(1995)-  35 59 43.16645(N)    089 24 29.73996(W) AD(       ) 3
 FE2777  NGVD 29 (09/17/90)   94.0    (m)          308.     (f) GPS OBS        
 FE2777
 FE2777.Superseded values are not recommended for survey control.
 FE2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2777.See file dsdata.txt to determine how the superseded data were derived.
 FE2777
 FE2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8291686112(NAD 83)
 FE2777_MARKER: I = METAL ROD
 FE2777_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2777_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2777_STAMPING: GPS 33 AZ MK 1987
 FE2777_MARK LOGO: NGS   
 FE2777_PROJECTION: RECESSED 5 CENTIMETERS
 FE2777_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2777+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2777_ROD/PIPE-DEPTH: 18.9 meters
 FE2777_SLEEVE-DEPTH  : 1.00 meters
 FE2777
 FE2777  HISTORY     - Date     Condition        Report By
 FE2777  HISTORY     - 1987     MONUMENTED       NGS
 FE2777  HISTORY     - 19890428 GOOD
 FE2777  HISTORY     - 1999     GOOD             LOWE
 FE2777  HISTORY     - 20031010 GOOD             TNDT
 FE2777
 FE2777                          STATION DESCRIPTION
 FE2777
 FE2777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2777'0.30 MILE SOUTH ALONG US HIGHWAY 51 FROM THE JUNCTION OF US
 FE2777'HIGHWAY 51 BY PASS AND US HIGHWAY 51 BUSINESS JUST SOUTH OF DYERSBURG
 FE2777'TO THE JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.35 MILE WEST ALONG
 FE2777'AIRPORT ENTRANCE DRIVE TO THE OFFICE OF DYERSBURG MUNICIPAL AIRPORT
 FE2777'THENCE 0.10 MILE WESTERLY ALONG TAXIWAY, THENCE 0.40 MILE
 FE2777'SOUTHWESTERLY ALONG TAXIWAY TO A TAXIWAY CROSSOVER AND MARK NEAR
 FE2777'CROSSOVER AND RUNWAY, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 62.0
 FE2777'FEET TO REFUSAL, 5 INCHES BELOW, ENCASED IN A 3 FOOT EREASED FILLED
 FE2777'1 INCH PVC PIPE ENCASED IN 5 INCH PVC PIPE WITH A LOGO CAP ---STAMPED
 FE2777'GPS 33 AZ MK 1987, 2 INCHES BELOW GROUND, WITH A RAILROAD SPIKE IN
 FE2777'CONCRETE, 60.2 FEET SOUTHEAST OF SOUTHEAST EDGE OF ASPHALT RUNWAY,
 FE2777'41.5 FEET SOUTHEAST OF CENTER OF A TAXIWAY GUIDANCE SIGN, 47.0
 FE2777'FEET NORTHEAST OF NORTHEAST EDGE OF TAXIWAY CROSSOVER, 49.0
 FE2777'FEET NORTHWEST OF THE CENTER OF A CONCERT CULVERT WITH HEADWALL,
 FE2777'AND 1.0 FOOT SOUTH OF A FIBERGLASS WITNESS POST.
 FE2777
 FE2777                          STATION RECOVERY (1989)
 FE2777
 FE2777'RECOVERED 1989
 FE2777'RECOVERED IN GOOD CONDITION.
 FE2777
 FE2777                          STATION RECOVERY (1999)
 FE2777
 FE2777'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2777'RECOVERED 1999
 FE2777'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2777'SECONDARY AIRPORT CONTROL STATION.
 FE2777' 
 FE2777' 
 FE2777'
 FE2777
 FE2777                          STATION RECOVERY (2003)
 FE2777
 FE2777'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2777'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF DYERSBURG, AT THE
 FE2777'DYERSBURG MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS JERRIE
 FE2777'DAVIS, TELEPHONE (901) 286-2233.
 FE2777' 
 FE2777'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE IN DYERSBURG GO SOUTH ON
 FE2777'US HIGHWAY 51 BUSINESS ROUTE (N MAIN AVE) 3.2 KM (2.0 MI) TO THE
 FE2777'JUNCTION OF US HIGHWAY 51 BYPASS AND US HIGHWAY 51 BUSINESS ROUTE JUST
 FE2777'SOUTH OF DYERSBURG.  THEN BEAR LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI)
 FE2777'ON US HIGHWAY 51 TO THE AIRPORT ENTRANCE DRIVE ON THE RIGHT.  TURN
 FE2777'RIGHT AND GO WEST FOR 0.56 KM (0.35 MI) ON THE AIRPORT ENTRANCE DRIVE
 FE2777'TO THE AIRPORT OFFICE.  ENTER THE APRON AREA FROM THE DRIVE BETWEEN
 FE2777'THE OLD AIRPORT OFFICE BUILDING AND A METAL HANGAR APPROXIMATELY 90 M
 FE2777'(300 FT) NORTH OF THE NEW AIRPORT OFFICE BUILDING.  GO WEST-SOUTHWEST
 FE2777'ACROSS THE APRON TO A TAXIWAY, BEAR RIGHT AND GO WEST ON THE TAXIWAY
 FE2777'61 M (200 FT) TO THE JUNCTION OF A SOUTHWEST TAXIWAY.  TURN LEFT AND
 FE2777'GO SOUTHWEST 0.16 KM (0.1 MI) ON THE TAXIWAY TO STATION GPS 33 AZ MK
 FE2777'ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO 0.6 KM (0.35 MI) TO THE
 FE2777'MARK ON THE RIGHT.
 FE2777' 
 FE2777'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 18.9 M
 FE2777'(62 FT).  THE LOGO CAP IS STAMPED--GPS 33 AZ MK 1987--, WITH A STEEL
 FE2777'SPIKE EMBEDDED IN THE CONCRETE AND 0.05 M (0.17 FT) BELOW THE GROUND.
 FE2777'LOCATED 18.3 M (60.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 FE2777'RUNWAY, 12.6 M (41.5 FT) SOUTHEAST OF THE CENTER OF A TAXIWAY GUIDANCE
 FE2777'SIGN, 14.3 M (47.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE TAXIWAY
 FE2777'CROSSOVER, 14.7 M (48.0 FT) NORTHWEST OF THE CENTER OF A CONCRETE
 FE2777'CULVERT WITH A HEADWALL, AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS
 FE2777'WITNESS POST.
 FE2777' 
 FE2777'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FE2777'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9512 ***********************************************************************
 AA9512  CBN         -  This is a Cooperative Base Network Control Station.
 AA9512  DESIGNATION -  GPS 34 V2 92
 AA9512  PID         -  AA9512
 AA9512  STATE/COUNTY-  TN/BLOUNT
 AA9512  USGS QUAD   -  BLOCKHOUSE (1966)
 AA9512
 AA9512                         *CURRENT SURVEY CONTROL
 AA9512  ___________________________________________________________________
 AA9512* NAD 83(1995)-  35 44 25.59370(N)    083 59 19.92189(W)     ADJUSTED  
 AA9512* NAVD 88     -       314.21   (meters)    1030.9    (feet)  LEVELING  
 AA9512  ___________________________________________________________________
 AA9512  X           -     542,783.504 (meters)                     COMP
 AA9512  Y           -  -5,154,605.393 (meters)                     COMP
 AA9512  Z           -   3,705,019.875 (meters)                     COMP
 AA9512  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AA9512  ELLIP HEIGHT-         283.89  (meters)          (08/03/04) GPS OBS
 AA9512  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AA9512
 AA9512  HORZ ORDER  -  B
 AA9512  VERT ORDER  -  THIRD ?
 AA9512  ELLP ORDER  -  FOURTH    CLASS I
 AA9512
 AA9512.The horizontal coordinates were established by GPS observations
 AA9512.and adjusted by the National Geodetic Survey in December 1995..
 AA9512
 AA9512.The orthometric height was determined by differential leveling.
 AA9512.The vertical network tie was performed by a horz. field party for horz.
 AA9512.obs reductions. Reset procedures were used to establish the elevation.
 AA9512
 AA9512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9512
 AA9512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9512
 AA9512.The ellipsoidal height was determined by GPS observations
 AA9512.and is referenced to NAD 83.
 AA9512
 AA9512.The geoid height was determined by GEOID03.
 AA9512
 AA9512;                    North         East     Units Scale Factor Converg.
 AA9512;SPC TN       -   157,986.358   781,901.535   MT  0.99994973   +1 10 38.6
 AA9512;SPC TN       -   518,326.91  2,565,288.62   sFT  0.99994973   +1 10 38.6
 AA9512;UTM  17      - 3,959,280.652   229,701.296   MT  1.00050040   -1 44 48.8
 AA9512;UTM  16      - 3,959,342.311   772,312.889   MT  1.00051388   +1 45 35.7
 AA9512
 AA9512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9512!SPC TN       -   0.99995544  x   0.99994973  =   0.99990518
 AA9512!UTM  17      -   0.99995544  x   1.00050040  =   1.00045582
 AA9512!UTM  16      -   0.99995544  x   1.00051388  =   1.00046930
 AA9512
 AA9512                          SUPERSEDED SURVEY CONTROL
 AA9512
 AA9512  NAD 83(1986)-  35 44 25.59885(N)    083 59 19.92944(W) AD(       ) 1
 AA9512  ELLIP H (12/14/95)  283.88   (m)                       GP(       ) 1 2
 AA9512
 AA9512.Superseded values are not recommended for survey control.
 AA9512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9512.See file dsdata.txt to determine how the superseded data were derived.
 AA9512
 AA9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV2970159281(NAD 83)
 AA9512_MARKER: I = METAL ROD
 AA9512_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9512_STAMPING: GPS 34 V2 92 1995
 AA9512_MARK LOGO: NGS   
 AA9512_PROJECTION: FLUSH
 AA9512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9512+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 AA9512_ROD/PIPE-DEPTH: 9.52 meters
 AA9512_SLEEVE-DEPTH  : 0.90 meters
 AA9512
 AA9512  HISTORY     - Date     Condition        Report By
 AA9512  HISTORY     - 1995     MONUMENTED       NGS
 AA9512  HISTORY     - 19950606 GOOD             NGS
 AA9512  HISTORY     - 20031010 GOOD             TNDT
 AA9512  HISTORY     - 20050512 GOOD             CAS
 AA9512
 AA9512                          STATION DESCRIPTION
 AA9512
 AA9512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CLS)
 AA9512'THE STATION IS LOCATED ABOUT 26 KM (16.15 MI) SOUTH OF KNOXVILLE, ON
 AA9512'THE SOUTHWEST SIDE OF MARYVILLE, ON TOP OF A CUTBANK IN THE EAST
 AA9512'QUADRANT OF THE JUNCTION OF THE OVERPASS OF U.S. HIGHWAY 411 AND THE
 AA9512'UNDERPASS OF U.S. HIGHWAY 129, AND ON THE NORTHWEST CORNER OF THE
 AA9512'GRASS TRIANGLE FORMED BY THE JUNCTION.  OWNERSHIP--TENNESSEE
 AA9512'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AA9512'OF U.S. HIGHWAY 321 (LEMAR ALEXANDER PARKWAY) AND U.S. HIGHWAY 411
 AA9512'(WEST BROADWAY) IN MARYVILLE, GO SOUTHWEST ON HIGHWAY 411 FOR 1.62 KM
 AA9512'(1.00 MI) TO THE STATION ON THE LEFT JUST BEFORE THE OVERPASS. LOCATED
 AA9512'52.1 M (170.9 FT) NORTHWEST OF, AND ABOUT 2 M (6.6 FT) HIGHER THAN THE
 AA9512'CENTER OF THE NORTHEAST BOUND LANES OF HIGHWAY 411, 7.8 M (25.6 FT)
 AA9512'SOUTHEAST OF, AND ABOUT 0.4 M (1.3 FT) LOWER THAN THE SOUTHWEST BOUND
 AA9512'LANES OF HIGHWAY 411, 3.5 M (11.5 FT) SOUTHEAST OF A GUARDRAIL, 3.0 M
 AA9512'(9.8 FT) NORTHEAST OF THE TOP OF A CUTBANK, 2.7 M (8.9 FT) EAST OF THE
 AA9512'EAST CORNER OF THE CONCRETE OVERPASS, AND 0.75 M (2.46 FT) SOUTHEAST
 AA9512'OF A WITNESS POST.
 AA9512
 AA9512                          STATION RECOVERY (1995)
 AA9512
 AA9512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AA9512'RECOVERED AS DESCRIBED.
 AA9512
 AA9512                          STATION RECOVERY (2003)
 AA9512
 AA9512'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 AA9512'RECOVERED AS DESCRIBED.
 AA9512
 AA9512                          STATION RECOVERY (2005)
 AA9512
 AA9512'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 AA9512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1925 ***********************************************************************
 FC1925  CBN         -  This is a Cooperative Base Network Control Station.
 FC1925  PACS        -  This is a Primary Airport Control Station.
 FC1925  DESIGNATION -  GPS 35
 FC1925  PID         -  FC1925
 FC1925  STATE/COUNTY-  TN/MONROE
 FC1925  USGS QUAD   -  SWEETWATER (1989)
 FC1925
 FC1925                         *CURRENT SURVEY CONTROL
 FC1925  ___________________________________________________________________
 FC1925* NAD 83(1995)-  35 32 36.90156(N)    084 22 59.97885(W)     ADJUSTED  
 FC1925* NAVD 88     -       317.38   (meters)    1041.3    (feet)  LEVELING  
 FC1925  ___________________________________________________________________
 FC1925  X           -     508,529.376 (meters)                     COMP
 FC1925  Y           -  -5,170,889.875 (meters)                     COMP
 FC1925  Z           -   3,687,270.583 (meters)                     COMP
 FC1925  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FC1925  ELLIP HEIGHT-         287.13  (meters)          (08/03/04) GPS OBS
 FC1925  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC1925
 FC1925  HORZ ORDER  -  B
 FC1925  VERT ORDER  -  THIRD
 FC1925  ELLP ORDER  -  FOURTH    CLASS I
 FC1925
 FC1925.This mark is at Monroe County Airport (MNV)
 FC1925
 FC1925.The horizontal coordinates were established by GPS observations
 FC1925.and adjusted by the National Geodetic Survey in December 1995..
 FC1925
 FC1925.The orthometric height was determined by differential leveling.
 FC1925.The vertical network tie was performed by a horz. field party for horz.
 FC1925.obs reductions. Reset procedures were used to establish the elevation.
 FC1925
 FC1925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1925
 FC1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1925
 FC1925.The ellipsoidal height was determined by GPS observations
 FC1925.and is referenced to NAD 83.
 FC1925
 FC1925.The geoid height was determined by GEOID03.
 FC1925
 FC1925;                    North         East     Units Scale Factor Converg.
 FC1925;SPC TN       -   135,487.098   746,588.083   MT  0.99996118   +0 56 47.3
 FC1925;SPC TN       -   444,510.59  2,449,431.07   sFT  0.99996118   +0 56 47.3
 FC1925;UTM  16      - 3,936,477.280   737,212.837   MT  1.00029347   +1 31 18.6
 FC1925
 FC1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1925!SPC TN       -   0.99995493  x   0.99996118  =   0.99991612
 FC1925!UTM  16      -   0.99995493  x   1.00029347  =   1.00024839
 FC1925
 FC1925|---------------------------------------------------------------------|
 FC1925| PID    Reference Object                     Distance      Geod. Az  |
 FC1925|                                                           dddmmss.s |
 FC1925| FC1964 GPS 35 AZ MK                        301.631 METERS 05156     |
 FC1925|---------------------------------------------------------------------|
 FC1925
 FC1925                          SUPERSEDED SURVEY CONTROL
 FC1925
 FC1925  NAD 83(1986)-  35 32 36.90697(N)    084 22 59.98550(W) AD(       ) 1
 FC1925  ELLIP H (12/14/95)  287.12   (m)                       GP(       ) 1 2
 FC1925  NAD 83(1995)-  35 32 36.90287(N)    084 22 59.98146(W) AD(       ) B
 FC1925  ELLIP H (09/07/90)  287.10   (m)                       GP(       ) 4 1
 FC1925  NAD 27      -  35 32 36.63514(N)    084 23 00.25485(W) AD(       ) 3
 FC1925  NGVD 29 (??/??/??)  317.43   (m)         1041.4    (f) N HEIGHT    3  
 FC1925
 FC1925.Superseded values are not recommended for survey control.
 FC1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1925.See file dsdata.txt to determine how the superseded data were derived.
 FC1925
 FC1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3721336477(NAD 83)
 FC1925_MARKER: I = METAL ROD
 FC1925_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1925_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1925_STAMPING: GPS 35 1987
 FC1925_MARK LOGO: NGS   
 FC1925_PROJECTION: FLUSH
 FC1925_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1925+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 FC1925_ROD/PIPE-DEPTH: 14.3 meters
 FC1925_SLEEVE-DEPTH  : 0.90 meters
 FC1925
 FC1925  HISTORY     - Date     Condition        Report By
 FC1925  HISTORY     - 1987     MONUMENTED       NGS
 FC1925  HISTORY     - 19881216 GOOD
 FC1925  HISTORY     - 19950330 GOOD             NGS
 FC1925  HISTORY     - 19950606 GOOD             NGS
 FC1925  HISTORY     - 20031010 GOOD             TNDT
 FC1925  HISTORY     - 20060413 GOOD             CAS
 FC1925
 FC1925                          STATION DESCRIPTION
 FC1925
 FC1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1925'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHWEST OF SWEETWATER,
 FC1925'3.2 KM (2 MI) NORTHWEST OF MADISONVILLE, AT THE MADISONVILLE/MONROE
 FC1925'COUNTY AIRPORT,
 FC1925'0.21 KM (0.13 MI) SOUTHWEST OF THE AIRPORT OFFICE AND ON THE
 FC1925'HIGHEST PART OF A LOW RIDGE BETWEEN THE RUNWAY AND ACCESS ROAD.
 FC1925'OWNERSHIP--AIRPORT MANAGER IS FRANK PARKS, TELEPHONE (615)442-4506.
 FC1925'
 FC1925'TO REACH THE STATION FROM THE COURTHOUSE IN MADISONVILLE GO
 FC1925'NORTH FOR 0.8 KM (0.5 MI) ON COLLEGE STREET TO A FORK AT SWEETWATER
 FC1925'ROAD.
 FC1925'FOLLOW THE LEFT FORK AND GO NORTH FOR 3.94 KM (2.45 MI) ON
 FC1925'SWEETWATER ROAD TO THE AIRPORT ENTRANCE DRIVE ON THE RIGHT.
 FC1925'TURN RIGHT AND GO NORTHEAST FOR 1.6 KM (1.0 MI) ON THE AIRPORT
 FC1925'ENTRANCE DRIVE TO THE AIRPORT OFFICE AND THE STATION ABOUT
 FC1925'EQUIDISTANT BETWEEN THE OFFICE AND THE SOUTHWEST END OF THE RUNWAY.
 FC1925'
 FC1925'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 14.3
 FC1925'METERS (47 FT).  THE LOGO CAP IS STAMPED---GPS 35 1987---, AND A
 FC1925'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FC1925'65.2 METERS (214 FT) NORTHWEST FROM THE RUNWAY CENTER AND 2.4 METERS
 FC1925'(8 FT) ABOVE SAME,
 FC1925'18.0 METERS (59 FT) SOUTHEAST FROM THE ROAD CENTER,
 FC1925'38.7 METERS (127 FT) NORTHWEST FROM A VASI NAVIGATION LIGHT,
 FC1925'33.2 METERS (109 FT) SOUTHEAST FROM A UTILITY POLE,
 FC1925'0.37 METERS (1.2 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 FC1925
 FC1925                          STATION RECOVERY (1988)
 FC1925
 FC1925'RECOVERED 1988
 FC1925'RECOVERED IN GOOD CONDITION.
 FC1925
 FC1925                          STATION RECOVERY (1995)
 FC1925
 FC1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1925'THE STATION IS LOCATED ABOUT 5.7 KM (3.55 MI) SOUTHWEST OF SWEETWATER,
 FC1925'3.2 KM (2.00 MI) NORTHWEST OF MADISONVILLE, AT THE MADISONVILLE/MONROE
 FC1925'COUNTY AIRPORT, 0.21 KM (0.15 MI) SOUTHWEST OF THE AIRPORT OFFICE AND
 FC1925'ON THE HIGHEST PART OF A LOW RIDGE BETWEEN THE RUNWAY AND ACCESS ROAD.
 FC1925'OWNERSHIP--AIRPORT MANAGER IS LARRY HAMILTON, PHONE 615-442-4506
 FC1925'(OFFICE) OR 615-253-2222 (HOME).  TO REACH THE STATION FROM THE
 FC1925'COURTHOUSE IN MADISONVILLE, GO NORTH FOR 0.8 KM (0.50 MI) ON COLLEGE
 FC1925'STREET TO A FORK AT SWEETWATER ROAD. FOLLOW THE LEFT FORK AND GO NORTH
 FC1925'FOR 3.94 KM (2.45 MI) ON SWEETWATER ROAD TO THE AIRPORT ENTRANCE DRIVE
 FC1925'ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 1.6 KM (1.00 MI) ON THE
 FC1925'AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE AND THE STATION ABOUT
 FC1925'EQUAL DISTANCE BETWEEN THE OFFICE AND THE SOUTHWEST END OF THE RUNWAY.
 FC1925'LOCATED 65.2 M (213.9 FT) NORTHWEST FROM THE RUNWAY CENTER AND 2.4 M
 FC1925'(7.9 FT) ABOVE THE RUNWAY, 18.0 M (59.1 FT) SOUTHEAST FROM THE ROAD
 FC1925'CENTER, 38.7 M (127.0 FT) NORTHWEST FROM A VASI NAVIGATION LIGHT, 33.2
 FC1925'M (108.9 FT) SOUTHEAST FROM A UTILITY POLE, 0.37 M (1.21 FT) SOUTHWEST
 FC1925'FROM A FIBERGLASS WITNESS POST, 1.98 M (6.50 FT) SOUTHEAST FROM
 FC1925'AIRPORT PERIMETER FENCE.
 FC1925
 FC1925                          STATION RECOVERY (1995)
 FC1925
 FC1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1925'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF SWEETWATER,
 FC1925'3.2 KM (2.00 MI) NORTHWEST OF MADISONVILLE, AT THE MADISONVILLE/MONROE
 FC1925'COUNTY AIRPORT, 0.21 KM (0.15 MI) SOUTHWEST OF THE AIRPORT OFFICE AND
 FC1925'ON THE HIGHEST PART OF A LOW RIDGE BETWEEN THE RUNWAY AND ACCESS ROAD.
 FC1925'AIRPORT MANAGER IS LARRY HAMILTON, TELEPHONE 615-442-4506, 253-2222
 FC1925'(HOME).  TO REACH THE STATION FROM THE COURTHOUSE IN MADISONVILLE, GO
 FC1925'NORTH FOR 0.8 KM (0.50 MI) ON COLLEGE STREET TO A FORK AT SWEETWATER
 FC1925'ROAD.  FOLLOW THE LEFT FORK AND GO NORTH FOR 3.94 KM (2.45 MI) ON
 FC1925'SWEETWATER ROAD TO THE AIRPORT ENTRANCE DRIVE ON RIGHT.  TURN RIGHT
 FC1925'AND GO NORTHEAST FOR 1.6 KM (1.00 MI) ON THE AIRPORT ENTRANCE DRIVE TO
 FC1925'THE AIRPORT OFFICE AND THE STATION ABOUT EQUIDISTANT BETWEEN THE
 FC1925'OFFICE AND THE SOUTHWEST END OF RUNWAY.  TOP OF ROD IS RECESSED 8 CM
 FC1925'BELOW GROUND.  LOCATED 65.2 M (213.9 FT) NORTHWEST FROM THE CENTER OF
 FC1925'RUNWAY, 2.4 M (7.9 FT) HIGHER THAN THE RUNWAY, 18.0 M (59.1 FT)
 FC1925'SOUTHEAST FROM THE CENTER OF ACCESS ROAD, 38.7 M (127.0 FT) NORTHWEST
 FC1925'FROM A VASI LIGHT, 33.2 M (108.9 FT) SOUTHEAST FROM A UTILITY POLE,
 FC1925'1.98 M (6.50 FT) SOUTHEAST FROM THE AIRPORT PERIMETER FENCE AND 0.37 M
 FC1925'(1.21 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS
 FC1925'EMBEDDED IN THE CONCRETE.
 FC1925
 FC1925                          STATION RECOVERY (2003)
 FC1925
 FC1925'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1925'RECOVERED AS DESCRIBED.
 FC1925
 FC1925                          STATION RECOVERY (2006)
 FC1925
 FC1925'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 FC1925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1964 ***********************************************************************
 FC1964  CBN         -  This is a Cooperative Base Network Control Station.
 FC1964  DESIGNATION -  GPS 35 AZ MK
 FC1964  PID         -  FC1964
 FC1964  STATE/COUNTY-  TN/MONROE
 FC1964  USGS QUAD   -  SWEETWATER (1989)
 FC1964
 FC1964                         *CURRENT SURVEY CONTROL
 FC1964  ___________________________________________________________________
 FC1964* NAD 83(1995)-  35 32 42.93637(N)    084 22 50.55149(W)     ADJUSTED  
 FC1964* NAVD 88     -       309.99   (meters)    1017.0    (feet)  LEVELING  
 FC1964  ___________________________________________________________________
 FC1964  X           -     508,754.536 (meters)                     COMP
 FC1964  Y           -  -5,170,753.043 (meters)                     COMP
 FC1964  Z           -   3,687,417.634 (meters)                     COMP
 FC1964  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FC1964  ELLIP HEIGHT-         279.75  (meters)          (08/03/04) GPS OBS
 FC1964  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC1964
 FC1964  HORZ ORDER  -  A
 FC1964  VERT ORDER  -  THIRD ?
 FC1964  ELLP ORDER  -  FOURTH    CLASS I
 FC1964
 FC1964.This mark is at Monroe County Airport (MNV)
 FC1964
 FC1964.The horizontal coordinates were established by GPS observations
 FC1964.and adjusted by the National Geodetic Survey in August 2004..
 FC1964
 FC1964.The orthometric height was determined by differential leveling.
 FC1964.The vertical network tie was performed by a horz. field party for horz.
 FC1964.obs reductions. Reset procedures were used to establish the elevation.
 FC1964
 FC1964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1964
 FC1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1964
 FC1964.The ellipsoidal height was determined by GPS observations
 FC1964.and is referenced to NAD 83.
 FC1964
 FC1964.The geoid height was determined by GEOID03.
 FC1964
 FC1964;                    North         East     Units Scale Factor Converg.
 FC1964;SPC TN       -   135,676.981   746,822.429   MT  0.99996103   +0 56 52.8
 FC1964;SPC TN       -   445,133.56  2,450,199.92   sFT  0.99996103   +0 56 52.8
 FC1964;UTM  16      - 3,936,669.572   737,445.342   MT  1.00029483   +1 31 24.3
 FC1964
 FC1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1964!SPC TN       -   0.99995609  x   0.99996103  =   0.99991712
 FC1964!UTM  16      -   0.99995609  x   1.00029483  =   1.00025091
 FC1964
 FC1964|---------------------------------------------------------------------|
 FC1964| PID    Reference Object                     Distance      Geod. Az  |
 FC1964|                                                           dddmmss.s |
 FC1964| FC1925 GPS 35                              301.631 METERS 23156     |
 FC1964|---------------------------------------------------------------------|
 FC1964
 FC1964                          SUPERSEDED SURVEY CONTROL
 FC1964
 FC1964  NAD 83(1995)-  35 32 42.93659(N)    084 22 50.55177(W) AD(       ) 3
 FC1964  ELLIP H (04/12/99)  279.73   (m)                       GP(       ) 4 1
 FC1964  NAD 83(1995)-  35 32 42.93790(N)    084 22 50.55438(W) AD(       ) 3
 FC1964  NGVD 29 (09/17/90)  310.0    (m)         1017.     (f) GPS OBS        
 FC1964
 FC1964.Superseded values are not recommended for survey control.
 FC1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1964.See file dsdata.txt to determine how the superseded data were derived.
 FC1964
 FC1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3744536670(NAD 83)
 FC1964_MARKER: I = METAL ROD
 FC1964_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1964_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1964_STAMPING: GPS 35 AZ MK 1987
 FC1964_MARK LOGO: NGS   
 FC1964_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1964+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1964
 FC1964  HISTORY     - Date     Condition        Report By
 FC1964  HISTORY     - 1987     MONUMENTED       NGS
 FC1964  HISTORY     - 19881216 GOOD
 FC1964  HISTORY     - 20031010 GOOD             TNDT
 FC1964
 FC1964                          STATION DESCRIPTION
 FC1964
 FC1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1964'FROM THE COURTHOUSE IN MADISONVILLE, GO 0.5 MILE NORTH ALONG COLLEGE
 FC1964'STREET TO A FORK, THENCE NORTH (LEFT) ALONG SWEETWATER ROAD FOR 2.45
 FC1964'MILES TO THE JUNCTION OF THE AIRPORT ENTRANCE DRIVE, THENCE 1.1 MILES
 FC1964'NORTHEAST ALONG THE AIRPORT ENTRANCE DRIVE TO THE MADISONVILLE-MONROE
 FC1964'COUNTY AIRPORT OFFICE BUILDING THENCE EASTERLY FOR ABOUT 0.1 MILE TO
 FC1964'THE MARK NEAR THE CENTER OF A GRASSY TRIANGLE FORMED BY THE RUNWAY AND
 FC1964'TAXIWAY, A 30-D MARK, A STAINLESS STEEL ROD DRIVEN 19.0 FEET TO
 FC1964'REFUSAL 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1
 FC1964'INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH A LOGO CAP ---STAMPED
 FC1964'GPS 35 AZ MK 1987, RECESSED 1 INCH GROUND LEVEL, 66.3 FEET SOUTHEAST
 FC1964'OF THE SOUTHEAST EDGE OF THE EAST-WEST TAXIWAY, 36.0 FEET NORTHWEST OF
 FC1964'THE NORTHWEST EDGE OF A NORTH-SOUTH RUNWAY, 41.0 FEET EAST OF A PIPE
 FC1964'CULVERT UNDER THE GROUND, AND 1.7 FEET SOUTHWEST OF A FIBERGLASS
 FC1964'WITNESS POST, ALSO 0.2 MILE NORTHEAST OF STATION GPS 35.  A REBAR WAS
 FC1964'PUT IN THE CONCRETE AROUND MARK.
 FC1964
 FC1964                          STATION RECOVERY (1988)
 FC1964
 FC1964'RECOVERED 1988
 FC1964'RECOVERED IN GOOD CONDITION.
 FC1964
 FC1964                          STATION RECOVERY (2003)
 FC1964
 FC1964'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1964'THE AZIMUTH MARK IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHWEST OF
 FC1964'SWEETWATER, 3.2 KM (2 MI) NORTHWEST OF MADISONVILLE, AT THE
 FC1964'MADISONVILLE/MONROE COUNTY AIRPORT IN A TRIANGULAR PLOT OF GROUND
 FC1964'FORMED BY THE TAXIWAY AND RUNWAY.  OWNERSHIP--AIRPORT MANAGER IS LARRY
 FC1964'HAMILTON, TELEPHONE (615) 442-4506.
 FC1964' 
 FC1964'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE IN MADISONVILLE GO NORTH
 FC1964'FOR 0.8 KM (0.5 MI) ON COLLEGE STREET TO A FORK AT SWEETWATER ROAD.
 FC1964'FOLLOW THE LEFT FORK AND GO NORTH FOR 3.94 KM (2.45 MI) ON SWEETWATER
 FC1964'ROAD TO THE AIRPORT ENTRANCE DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 FC1964'NORTHEAST FOR 1.6 KM (1.0 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE
 FC1964'AIRPORT OFFICE, THENCE EASTERLY 0.16 KM (0.1 MI) TO THE MARK NEAR THE
 FC1964'CENTER OF A GRASSY TRIANGLE FORMED BY THE RUNWAY AND TAXIWAY.
 FC1964' 
 FC1964'THE AZIMUTH IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.8 M (19
 FC1964'FT) TO REFUSAL, 0.08 M (0.25 FT) BELOW GROUND, WITH A LOGO CAP
 FC1964'STAMPED--GPS 35 AZ MK 1987--, AND A REBAR SET IN THE CONCRETE. LOCATED
 FC1964'20.2 M (66.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE EAST-WEST
 FC1964'TAXIWAY, 11.0 M (36 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY,
 FC1964'12.5 M (41.0 FT) EAST OF A PIPE CULVERT UNDER THE GROUND AND 0.5 M
 FC1964'(1.7 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST, ALSO 0.32 KM (0.2 MI)
 FC1964'NORTHEAST OF STATION GPS 35.
 FC1964' 
 FC1964'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FC1964'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1926 ***********************************************************************
 FC1926  CBN         -  This is a Cooperative Base Network Control Station.
 FC1926  DESIGNATION -  GPS 36
 FC1926  PID         -  FC1926
 FC1926  STATE/COUNTY-  TN/MEIGS
 FC1926  USGS QUAD   -  DECATUR (1973)
 FC1926
 FC1926                         *CURRENT SURVEY CONTROL
 FC1926  ___________________________________________________________________
 FC1926* NAD 83(1995)-  35 37 25.02507(N)    084 46 28.67730(W)     ADJUSTED  
 FC1926* NAVD 88     -       229.14   (meters)     751.8    (feet)  LEVELING  
 FC1926  ___________________________________________________________________
 FC1926  X           -     472,725.730 (meters)                     COMP
 FC1926  Y           -  -5,169,024.960 (meters)                     COMP
 FC1926  Z           -   3,694,441.248 (meters)                     COMP
 FC1926  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 FC1926  ELLIP HEIGHT-         198.88  (meters)          (08/03/04) GPS OBS
 FC1926  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC1926
 FC1926  HORZ ORDER  -  B
 FC1926  VERT ORDER  -  THIRD
 FC1926  ELLP ORDER  -  FOURTH    CLASS I
 FC1926
 FC1926.The horizontal coordinates were established by GPS observations
 FC1926.and adjusted by the National Geodetic Survey in December 1995..
 FC1926
 FC1926.The orthometric height was determined by differential leveling.
 FC1926.The vertical network tie was performed by a horz. field party for horz.
 FC1926.obs reductions. Reset procedures were used to establish the elevation.
 FC1926
 FC1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1926
 FC1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1926
 FC1926.The ellipsoidal height was determined by GPS observations
 FC1926.and is referenced to NAD 83.
 FC1926
 FC1926.The geoid height was determined by GEOID03.
 FC1926
 FC1926;                    North         East     Units Scale Factor Converg.
 FC1926;SPC TN       -   143,850.763   710,998.362   MT  0.99995511   +0 43 02.6
 FC1926;SPC TN       -   471,950.38  2,332,667.13   sFT  0.99995511   +0 43 02.6
 FC1926;UTM  16      - 3,944,483.776   701,532.209   MT  1.00010052   +1 17 47.8
 FC1926
 FC1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1926!SPC TN       -   0.99996879  x   0.99995511  =   0.99992390
 FC1926!UTM  16      -   0.99996879  x   1.00010052  =   1.00006930
 FC1926
 FC1926                          SUPERSEDED SURVEY CONTROL
 FC1926
 FC1926  ELLIP H (12/14/95)  198.86   (m)                       GP(       ) 1 2
 FC1926  NAD 83(1995)-  35 37 25.02605(N)    084 46 28.67979(W) AD(       ) B
 FC1926  ELLIP H (09/07/90)  198.85   (m)                       GP(       ) 4 1
 FC1926  NGVD 29 (??/??/??)  229.46   (m)          752.8    (f) N HEIGHT    3  
 FC1926
 FC1926.Superseded values are not recommended for survey control.
 FC1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1926.See file dsdata.txt to determine how the superseded data were derived.
 FC1926
 FC1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0153244484(NAD 83)
 FC1926_MARKER: I = METAL ROD
 FC1926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1926_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1926_STAMPING: GPS 36 1987
 FC1926_MARK LOGO: NGS   
 FC1926_PROJECTION: FLUSH
 FC1926_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1926+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 FC1926_ROD/PIPE-DEPTH: 8.50 meters
 FC1926_SLEEVE-DEPTH  : 0.90 meters
 FC1926
 FC1926  HISTORY     - Date     Condition        Report By
 FC1926  HISTORY     - 1987     MONUMENTED       NGS
 FC1926  HISTORY     - 19890104 GOOD
 FC1926  HISTORY     - 19950606 GOOD             NGS
 FC1926  HISTORY     - 20031010 GOOD             TNDT
 FC1926  HISTORY     - 20060705 GOOD             CAS
 FC1926
 FC1926                          STATION DESCRIPTION
 FC1926
 FC1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1926'THE STATION IS LOCATED JUST EAST OF WATTS BAR DAM ON THE TENNESSEE
 FC1926'RIVER AND NEAR THE SOUTH RIGHT-OF-WAY FENCE OF STATE ROUTE 68.
 FC1926'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1926'
 FC1926'TO REACH THE STATION FROM THE EAST END OF THE STATE ROUTE 68 BRIDGE
 FC1926'OVER THE DAM GO EAST FOR 0.24 KM (0.15 MI) ON STATE ROUTE 68 TO THE
 FC1926'STATION ON THE RIGHT JUST EAST OF AN ACCESS ROAD LEADING TO THE
 FC1926'EAST BANK OF THE RIVER BELOW THE DAM.
 FC1926'
 FC1926'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 8.5 METERS
 FC1926'(28 FT).  THE LOGO CAP IS STAMPED---GPS 36 1987---, AND A RAILROAD
 FC1926'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FC1926'34.7 METERS (114 FT) SOUTHEAST FROM THE JUNCTION OF STATE ROUTE 68
 FC1926'AND THE ACCESS ROAD,
 FC1926'25.76 METERS (84.5 FT) SOUTH FROM THE CENTER OF STATE ROUTE 68,
 FC1926'25.3 METERS (83 FT) EAST FROM THE CENTER OF THE ACCESS ROAD,
 FC1926'16.2 METERS (53 FT) EAST FROM THE RIGHT-OF-WAY FENCE CORNER POST,
 FC1926'1.01 METERS (3.3 FT) NORTH FROM A FIBERGLASS WITNESS POST SET AT THE
 FC1926'RIGHT-OF-WAY FENCE.
 FC1926
 FC1926                          STATION RECOVERY (1989)
 FC1926
 FC1926'RECOVERED 1989
 FC1926'RECOVERED IN GOOD CONDITION.
 FC1926
 FC1926                          STATION RECOVERY (1995)
 FC1926
 FC1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1926'RECOVERED AS DESCRIBED.
 FC1926
 FC1926                          STATION RECOVERY (2003)
 FC1926
 FC1926'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1926'RECOVERED AS DESCRIBED.
 FC1926
 FC1926                          STATION RECOVERY (2006)
 FC1926
 FC1926'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JCA)
 FC1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1927 ***********************************************************************
 FC1927  FBN         -  This is a Federal Base Network Control Station.
 FC1927  DESIGNATION -  GPS 37
 FC1927  PID         -  FC1927
 FC1927  STATE/COUNTY-  TN/BLEDSOE
 FC1927  USGS QUAD   -  PIKEVILLE (1977)
 FC1927
 FC1927                         *CURRENT SURVEY CONTROL
 FC1927  ___________________________________________________________________
 FC1927* NAD 83(1995)-  35 34 56.79049(N)    085 13 04.09281(W)     ADJUSTED  
 FC1927* NAVD 88     -       251.90   (meters)     826.4    (feet)  N HEIGHT  
 FC1927  ___________________________________________________________________
 FC1927  X           -     432,954.001 (meters)                     COMP
 FC1927  Y           -  -5,175,196.478 (meters)                     COMP
 FC1927  Z           -   3,690,740.380 (meters)                     COMP
 FC1927  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 FC1927  ELLIP HEIGHT-         222.63  (meters)          (08/03/04) GPS OBS
 FC1927  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1927  DYNAMIC HT  -         251.66  (meters)     825.7   (feet)  COMP
 FC1927  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FC1927
 FC1927  HORZ ORDER  -  A
 FC1927  VERT ORDER  -  THIRD
 FC1927  ELLP ORDER  -  FOURTH    CLASS I
 FC1927
 FC1927.The horizontal coordinates were established by GPS observations
 FC1927.and adjusted by the National Geodetic Survey in July 1992..
 FC1927
 FC1927.The orthometric height was determined by differential leveling
 FC1927.and adjusted by the National Geodetic Survey in August 1996..
 FC1927.WARNING-GPS observations at this control monument resulted in a GPS
 FC1927.derived orthometric height which differed from the leveled height by
 FC1927.more than one decimeter (0.1 meter).
 FC1927
 FC1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1927
 FC1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1927
 FC1927.The ellipsoidal height was determined by GPS observations
 FC1927.and is referenced to NAD 83.
 FC1927
 FC1927.The geoid height was determined by GEOID03.
 FC1927
 FC1927.The dynamic height is computed by dividing the NAVD 88
 FC1927.geopotential number by the normal gravity value computed on the
 FC1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1927.degrees latitude (g = 980.6199 gals.).
 FC1927
 FC1927.The modeled gravity was interpolated from observed gravity values.
 FC1927
 FC1927;                    North         East     Units Scale Factor Converg.
 FC1927;SPC TN       -   138,870.791   670,891.887   MT  0.99995799   +0 27 28.5
 FC1927;SPC TN       -   455,611.92  2,201,084.47   sFT  0.99995799   +0 27 28.5
 FC1927;UTM  16      - 3,939,098.336   661,476.079   MT  0.99992132   +1 02 14.1
 FC1927
 FC1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1927!SPC TN       -   0.99996506  x   0.99995799  =   0.99992305
 FC1927!UTM  16      -   0.99996506  x   0.99992132  =   0.99988638
 FC1927
 FC1927                          SUPERSEDED SURVEY CONTROL
 FC1927
 FC1927  NAD 83(1986)-  35 34 56.79604(N)    085 13 04.09937(W) AD(       ) 1
 FC1927  NAD 83(1995)-  35 34 56.79049(N)    085 13 04.09280(W) AD(       ) A
 FC1927  ELLIP H (09/07/90)  222.75   (m)                       GP(       ) 4 1
 FC1927  NAD 27      -  35 34 56.55478(N)    085 13 04.22981(W) AD(       ) 3
 FC1927  NAVD 88 (07/24/97)  251.90   (m)          826.4    (f) LEVELING    3  
 FC1927  NAVD 88 (12/14/95)  251.90   (m)          826.4    (f) LEVELING    3  
 FC1927  NAVD 88 (09/07/94)  251.90   (m)          826.4    (f) LEVELING    3  
 FC1927  NGVD 29 (??/??/??)  251.95   (m)          826.6    (f) N HEIGHT    3  
 FC1927
 FC1927.Superseded values are not recommended for survey control.
 FC1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1927.See file dsdata.txt to determine how the superseded data were derived.
 FC1927
 FC1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE6147639098(NAD 83)
 FC1927_MARKER: DH = HORIZONTAL CONTROL DISK
 FC1927_SETTING: 66 = SET IN ROCK OUTCROP
 FC1927_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FC1927_STAMPING: GPS 37 1987
 FC1927_MARK LOGO: NGS   
 FC1927_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1927+STABILITY: POSITION/ELEVATION WELL
 FC1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1927+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1927
 FC1927  HISTORY     - Date     Condition        Report By
 FC1927  HISTORY     - 1987     MONUMENTED       NGS
 FC1927  HISTORY     - 1987     GOOD             NGS
 FC1927  HISTORY     - 1987     GOOD             NGS
 FC1927  HISTORY     - 19890104 GOOD
 FC1927  HISTORY     - 19900322 GOOD             NGS
 FC1927  HISTORY     - 19920113 GOOD             NGS
 FC1927  HISTORY     - 19931029 GOOD             NGS
 FC1927  HISTORY     - 19940314 GOOD
 FC1927  HISTORY     - 19940408 GOOD             NGS
 FC1927  HISTORY     - 19950330 GOOD             NGS
 FC1927  HISTORY     - 19950609 GOOD             NGS
 FC1927  HISTORY     - 20031010 GOOD             TNDT
 FC1927
 FC1927                          STATION DESCRIPTION
 FC1927
 FC1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1927'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF PIKEVILLE,
 FC1927'IN A BEDROCK OUTCROP AT THE EAST EDGE OF U.S. HIGHWAY 127.
 FC1927'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1927'
 FC1927'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 30 AND U.S.
 FC1927'HIGHWAY 127 AT THE SOUTH EDGE OF PIKEVILLE GO
 FC1927'SOUTH FOR 2.7 KM (1.7 MI) ON U.S. HIGHWAY 127 TO THE BLEDSOE COUNTY
 FC1927'HIGH SCHOOL ENTRANCE DRIVE ON THE RIGHT.
 FC1927'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.24 KM (0.15 MI) ON U.S.
 FC1927'HIGHWAY 127 TO THE STATION ON THE LEFT.
 FC1927'
 FC1927'THE STATION IS A STANDARD NGS DISK
 FC1927'STAMPED---GPS 37 1987---,
 FC1927'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 1.2 METERS (4
 FC1927'FT) BY 0.4 METERS (1.3 FT) PROJECTING 0.09 METERS (0.3 FT) ABOVE
 FC1927'GROUND.  LOCATED
 FC1927'38.4 METERS (126 FT) WEST-SOUTHWEST FROM A UTILITY POLE NUMBERED 23
 FC1927'30 WITH ONE TRANSFORMER AND A FLASHING SCHOOL SPEED LIMIT SIGN,
 FC1927'15.09 METERS (49.5 FT) SOUTHEAST FROM THE CENTER OF U.S. HIGHWAY
 FC1927'127 AND 0.3 METERS (1 FT) ABOVE SAME,
 FC1927'7.01 METERS (23 FT) NORTHEAST FROM A GRAVEL DRIVE LEADING INTO A
 FC1927'PASTURE,
 FC1927'0.64 METERS (2.1 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST SET
 FC1927'AT THE WHITE BOARD RIGHT-OF-WAY FENCE.
 FC1927
 FC1927                          STATION RECOVERY (1987)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DCF)
 FC1927'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF
 FC1927'PIKEVILLE ALONG U.S. HIGHWAY 127 IN BEDROCK ON EAST SIDE
 FC1927'OF HWY.
 FC1927'OWNERSHIP -- HIGHWAY RIGHT-OF-WAY
 FC1927'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FC1927'127 AND STATE HIGHWAY 30 AT THE SOUTH EDGE OF PIKEVILLE,
 FC1927'GO SOUTH ON HWY. 127 FOR 1.7 MILES TO THE BLEDSOE COUNTY
 FC1927'HIGH SCHOOL ENTRANCE ON THE RIGHT.  CONTINUE SOUTH ON
 FC1927'HWY. 127 FOR 0.15 MILE TO THE MARK ON LEFT, IN BEDROCK.
 FC1927'THE STATION IS A STANDARD NGS DISK STAMPED--- GPS
 FC1927'37 1987 --- SET INTO ROCK OUTCROP SET IN A DRILL IN A
 FC1927'4X1.3 FEET BEDROCK, PROJECTING 4 INCHS.
 FC1927'LOCATED 126.0 WEST SOUTHWEST FROM A UTILITY POLE NUMBER
 FC1927'23 30 WITH TRANSFORMER, SCHOOL FLASHING SPEED SIGN
 FC1927'ATTACHED, 49.5 SOUTHEAST FROM APPROX. CENTER OF HWY 127,
 FC1927'23.0 FEET NORTH NORTHEAST FROM A GRAVEL DRIVE AND 2.0
 FC1927'FEET NORTHWEST FROM A FIBERGLASS WITNESS POST SET NEAR
 FC1927'N-S BOARD FENCE.
 FC1927'THE UNDERGROUND MARK IS NONE.
 FC1927
 FC1927                          STATION RECOVERY (1987)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1927'RECOVERED IN GOOD CONDITION.
 FC1927
 FC1927                          STATION RECOVERY (1989)
 FC1927
 FC1927'RECOVERED 1989
 FC1927'RECOVERED IN GOOD CONDITION.
 FC1927
 FC1927                          STATION RECOVERY (1990)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FC1927'RECOVERED IN GOOD CONDITION.
 FC1927
 FC1927                          STATION RECOVERY (1992)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FC1927'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF PIKEVILLE,
 FC1927'IN A BEDROCK OUTCROP AT THE EAST EDGE OF U.S.HIGHWAY 127.
 FC1927'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1927'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 30 AND U.S.
 FC1927'HIGHWAY 127 AT THE SOUTH EDGE OF PIKEVILLE GO SOUTH ON U.S. HIGHWAY
 FC1927'127 FOR 2.7 KM (1.7 MI) TO THE BLEDSOE COUNTY HIGH SCHOOL ENTRANCE
 FC1927'DRIVE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO SOUTH ON U.S.
 FC1927'HIGHWAY 127 FOR 0.24 KM (0.15 MI) TO THE STATION ON THE LEFT.
 FC1927'THE STATION IS LOCATED 38.4 M (126.0 FT) WEST-SOUTHWEST FROM A UTILITY
 FC1927'POLE NUMBERED 23 WITH ONE TRANSFORMER, 15.09 M (49.51 FT) SOUTHEAST
 FC1927'FROM THE CENTER OF U.S. HIGHWAY 127 AND 0.3 M (1.0 FT) ABOVE THIS
 FC1927'ROAD, 7.01 M (23.00 FT) NORTHEAST FROM A GRAVEL DRIVE LEADING INTO A
 FC1927'PASTURE AND 0.64 M (2.10 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST
 FC1927'SET AT THE WHITE BOARD RIGHT-OF-WAY FENCE.
 FC1927'NOTE--THE STATION IS SET INTO A DRILL HOLE IN A BEDROCK OUTCROP THAT
 FC1927'MEASURES 1.2 M (3.9 FT) X 0.4 M (1.3 FT) AND PROJECTS 0.09 M
 FC1927'(0.30 FT) ABOVE GROUND.
 FC1927
 FC1927                          STATION RECOVERY (1993)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FC1927'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF PIKEVILLE,
 FC1927'IN A ROCK OUTCROP AT THE EAST EDGE OF U.S. HIGHWAY 127.
 FC1927'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 FC1927'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30 AND U.S.
 FC1927'HIGHWAY 127 AT THE SOUTH EDGE OF PIKEVILLE, GO SOUTH ON HIGHWAY 127
 FC1927'FOR 2.7 KM (1.65 MI) TO THE BLEDSOE COUNTY HIGH SCHOOL ENTRANCE DRIVE
 FC1927'ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 127 FOR 0.24 KM (0.15 MI) TO
 FC1927'STATION ON THE LEFT.
 FC1927'THE STATION IS SET IN A DRILLHOLE IN ROCK OUTCROP MEASURING 1.2 M
 FC1927'(3.9 FT) BY 0.4 M (1.3 FT) PROJECTING 0.09 M (0.30 FT) ABOVE GROUND,
 FC1927'AND ABOUT 0.3 M (1.0 FT) ABOVE THE HIGHWAY.  LOCATED 36.6 M
 FC1927'(120.1 FT) WEST-SOUTHWEST FROM UTILITY POLE NUMBER 23 30 WITH ONE
 FC1927'TRANSFORMER, 15.09 M (49.51 FT) SOUTHEAST FROM THE CENTER OF THE
 FC1927'HIGHWAY, 6.7 M (22.0 FT) NORTHEAST FROM THE CENTER OF A GRAVEL DRIVE
 FC1927'LEADING INTO A PASTURE WITH A BARN AND 0.64 M (2.10 FT) NORTHWEST
 FC1927'FROM A FIBERGLASS WITNESS POST SET AT A WHITE BOARD RIGHT-OF-WAY
 FC1927'FENCE.
 FC1927
 FC1927                          STATION RECOVERY (1994)
 FC1927
 FC1927'RECOVERED 1994
 FC1927'RECOVERED IN GOOD CONDITION.
 FC1927
 FC1927                          STATION RECOVERY (1994)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 FC1927'RECOVERED AS DESCRIBED IN 1993.
 FC1927
 FC1927                          STATION RECOVERY (1995)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1927'RECOVERED AS DESCRIBED.
 FC1927
 FC1927                          STATION RECOVERY (1995)
 FC1927
 FC1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1927'RECOVERED AS DESCRIBED.
 FC1927
 FC1927                          STATION RECOVERY (2003)
 FC1927
 FC1927'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1927'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1928 ***********************************************************************
 FC1928  CBN         -  This is a Cooperative Base Network Control Station.
 FC1928  DESIGNATION -  GPS 38
 FC1928  PID         -  FC1928
 FC1928  STATE/COUNTY-  TN/WARREN
 FC1928  USGS QUAD   -  IRVING COLLEGE (1983)
 FC1928
 FC1928                         *CURRENT SURVEY CONTROL
 FC1928  ___________________________________________________________________
 FC1928* NAD 83(1995)-  35 36 22.02445(N)    085 42 19.11789(W)     ADJUSTED  
 FC1928* NAVD 88     -       271.52   (meters)     890.8    (feet)  LEVELING  
 FC1928  ___________________________________________________________________
 FC1928  X           -     388,791.891 (meters)                     COMP
 FC1928  Y           -  -5,177,184.450 (meters)                     COMP
 FC1928  Z           -   3,692,888.202 (meters)                     COMP
 FC1928  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 FC1928  ELLIP HEIGHT-         242.66  (meters)          (08/03/04) GPS OBS
 FC1928  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1928
 FC1928  HORZ ORDER  -  B
 FC1928  VERT ORDER  -  THIRD
 FC1928  ELLP ORDER  -  FOURTH    CLASS I
 FC1928
 FC1928.The horizontal coordinates were established by GPS observations
 FC1928.and adjusted by the National Geodetic Survey in December 1995..
 FC1928
 FC1928.The orthometric height was determined by differential leveling.
 FC1928.The vertical network tie was performed by a horz. field party for horz.
 FC1928.obs reductions. Reset procedures were used to establish the elevation.
 FC1928
 FC1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1928
 FC1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1928
 FC1928.The ellipsoidal height was determined by GPS observations
 FC1928.and is referenced to NAD 83.
 FC1928
 FC1928.The geoid height was determined by GEOID03.
 FC1928
 FC1928;                    North         East     Units Scale Factor Converg.
 FC1928;SPC TN       -   141,254.477   626,700.578   MT  0.99995627   +0 10 21.1
 FC1928;SPC TN       -   463,432.40  2,056,100.15   sFT  0.99995627   +0 10 21.1
 FC1928;UTM  16      - 3,941,034.070   617,268.010   MT  0.99976946   +0 45 13.9
 FC1928
 FC1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1928!SPC TN       -   0.99996191  x   0.99995627  =   0.99991819
 FC1928!UTM  16      -   0.99996191  x   0.99976946  =   0.99973138
 FC1928
 FC1928                          SUPERSEDED SURVEY CONTROL
 FC1928
 FC1928  ELLIP H (12/14/95)  242.58   (m)                       GP(       ) 1 2
 FC1928  NAD 83(1995)-  35 36 22.02611(N)    085 42 19.12095(W) AD(       ) B
 FC1928  ELLIP H (09/07/90)  242.63   (m)                       GP(       ) 4 1
 FC1928  NGVD 29 (??/??/??)  271.63   (m)          891.2    (f) N HEIGHT    3  
 FC1928
 FC1928.Superseded values are not recommended for survey control.
 FC1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1928.See file dsdata.txt to determine how the superseded data were derived.
 FC1928
 FC1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1726841034(NAD 83)
 FC1928_MARKER: I = METAL ROD
 FC1928_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1928_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1928_STAMPING: GPS 38 1987
 FC1928_MARK LOGO: NGS   
 FC1928_PROJECTION: FLUSH
 FC1928_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1928+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1928_ROD/PIPE-DEPTH: 12.2 meters
 FC1928_SLEEVE-DEPTH  : 0.90 meters
 FC1928
 FC1928  HISTORY     - Date     Condition        Report By
 FC1928  HISTORY     - 1987     MONUMENTED       NGS
 FC1928  HISTORY     - 19891103 GOOD
 FC1928  HISTORY     - 19950612 GOOD             NGS
 FC1928  HISTORY     - 20031010 GOOD             TNDT
 FC1928
 FC1928                          STATION DESCRIPTION
 FC1928
 FC1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1928'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTH OF MCMINNVILLE,
 FC1928'IN A FILL AREA ON THE WEST SIDE OF STATE ROUTE 56.
 FC1928'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1928'
 FC1928'TO REACH THE STATION FROM THE COURTHOUSE IN MCMINNVILLE GO
 FC1928'SOUTH FOR 3.5 KM (2.2 MI) ON STATE ROUTE 56 TO THE JUNCTION OF
 FC1928'STATE ROUTE 127.
 FC1928'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.4 KM (2.1 MI) ON STATE
 FC1928'ROUTE 56 TO THE FAIRVIEW COMMUNITY CENTER ON THE RIGHT.
 FC1928'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.4 KM (2.1 MI) ON STATE
 FC1928'ROUTE 56 TO THE STATION ON THE RIGHT.
 FC1928'
 FC1928'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 12.2
 FC1928'METERS (40 FT).  THE LOGO CAP IS STAMPED---GPS 38 1987---, AND A
 FC1928'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FC1928'81.1 METERS (266 FT) SOUTH FROM THE NORTH END OF A GUARDRAIL,
 FC1928'52.7 METERS (173 FT) SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM MILE
 FC1928'MARKER NUMBER 6,
 FC1928'35.1 METERS (115 FT) NORTH-NORTHEAST FROM A POWER POLE WITH ONE GUY
 FC1928'WIRE,
 FC1928'9.30 METERS (30.5 FT) WEST FROM THE ROAD CENTER AND 0.6 METERS (2
 FC1928'FT) BELOW SAME,
 FC1928'2.59 METERS (8.5 FT) WEST FROM A FIBERGLASS WITNESS POST SET AT THE
 FC1928'GUARDRAIL.
 FC1928
 FC1928                          STATION RECOVERY (1989)
 FC1928
 FC1928'RECOVERED 1989
 FC1928'RECOVERED IN GOOD CONDITION.
 FC1928
 FC1928                          STATION RECOVERY (1995)
 FC1928
 FC1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1928'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF MCMINNVILLE,
 FC1928'IN A FILL AREA ON THE WEST SIDE OF STATE ROUTE 56.
 FC1928'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 FC1928'STATION FROM THE SOUTH SIDE OF THE COURTHOUSE IN MCMINNVILLE, GO EAST
 FC1928'FOR 0.16 KM (0.10 MI) ON E. MAIN ST TO AN INTERSECTION.  TURN RIGHT
 FC1928'AND GO SOUTH FOR 0.16 KM (0.10 MI) ON E. SPRING ST. TO AN
 FC1928'INTERSECTION.  TURN LEFT AND GO SOUTH FOR 3.5 KM (2.15 MI) ON STATE
 FC1928'ROUTE 56 TO THE JUNCTION OF STATE ROUTE 127.  CONTINUE STRAIGHT AHEAD
 FC1928'AND GO SOUTH FOR 3.4 KM (2.10 MI) ON STATE ROUTE 56 TO THE FAIRVIEW
 FC1928'COMMUNITY CENTER ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO SOUTH
 FC1928'FOR 4.0 KM (2.50 MI) ON STATE ROUTE 56 TO THE STATION ON THE RIGHT.
 FC1928'LOCATED 81.1 M (266.1 FT) SOUTH FROM THE NORTH END OF A GUARDRAIL,
 FC1928'52.7 M (172.9 FT) SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM MILE MARKER
 FC1928'NUMBER 6, 35.1 M (115.2 FT) NORTH-NORTHEAST FROM A POWER POLE WITH ONE
 FC1928'GUY WIRE, 9.30 M (30.51 FT) WEST FROM THE ROAD CENTER AND 0.6 M (2.0
 FC1928'FT) BELOW SAME, 2.59 M (8.50 FT) WEST FROM A FIBERGLASS WITNESS POST
 FC1928'SET AT THE GUARDRAIL.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FC1928
 FC1928                          STATION RECOVERY (2003)
 FC1928
 FC1928'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1928'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1647 ***********************************************************************
 FD1647  CBN         -  This is a Cooperative Base Network Control Station.
 FD1647  DESIGNATION -  GPS 39
 FD1647  PID         -  FD1647
 FD1647  STATE/COUNTY-  TN/COFFEE
 FD1647  USGS QUAD   -  NOAH (1976)
 FD1647
 FD1647                         *CURRENT SURVEY CONTROL
 FD1647  ___________________________________________________________________
 FD1647* NAD 83(1995)-  35 37 25.18832(N)    086 08 31.33914(W)     ADJUSTED  
 FD1647* NAVD 88     -       358.01   (meters)    1174.6    (feet)  LEVELING  
 FD1647  ___________________________________________________________________
 FD1647  X           -     349,247.156 (meters)                     COMP
 FD1647  Y           -  -5,178,936.622 (meters)                     COMP
 FD1647  Z           -   3,694,521.256 (meters)                     COMP
 FD1647  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FD1647  ELLIP HEIGHT-         329.22  (meters)          (08/03/04) GPS OBS
 FD1647  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD1647
 FD1647  HORZ ORDER  -  B
 FD1647  VERT ORDER  -  THIRD ?
 FD1647  ELLP ORDER  -  FOURTH    CLASS I
 FD1647
 FD1647.The horizontal coordinates were established by GPS observations
 FD1647.and adjusted by the National Geodetic Survey in December 1995..
 FD1647
 FD1647.The orthometric height was determined by differential leveling.
 FD1647.The vertical network tie was performed by a horz. field party for horz.
 FD1647.obs reductions. Reset procedures were used to establish the elevation.
 FD1647
 FD1647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1647
 FD1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1647
 FD1647.The ellipsoidal height was determined by GPS observations
 FD1647.and is referenced to NAD 83.
 FD1647
 FD1647.The geoid height was determined by GEOID03.
 FD1647
 FD1647;                    North         East     Units Scale Factor Converg.
 FD1647;SPC TN       -   143,170.237   587,133.284   MT  0.99995511   -0 04 59.4
 FD1647;SPC TN       -   469,717.69  1,926,286.45   sFT  0.99995511   -0 04 59.4
 FD1647;UTM  16      - 3,942,547.364   577,692.675   MT  0.99967438   +0 29 59.1
 FD1647
 FD1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1647!SPC TN       -   0.99994833  x   0.99995511  =   0.99990344
 FD1647!UTM  16      -   0.99994833  x   0.99967438  =   0.99962273
 FD1647
 FD1647                          SUPERSEDED SURVEY CONTROL
 FD1647
 FD1647  ELLIP H (12/14/95)  329.25   (m)                       GP(       ) 1 2
 FD1647  NAD 83(1995)-  35 37 25.19003(N)    086 08 31.34216(W) AD(       ) B
 FD1647  NGVD 29 (09/07/90)  358.0    (m)         1175.     (f) GPS OBS        
 FD1647
 FD1647.Superseded values are not recommended for survey control.
 FD1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1647.See file dsdata.txt to determine how the superseded data were derived.
 FD1647
 FD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7769342547(NAD 83)
 FD1647_MARKER: I = METAL ROD
 FD1647_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1647_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FD1647_STAMPING: GPS 39 1987
 FD1647_MARK LOGO: NGS   
 FD1647_PROJECTION: FLUSH
 FD1647_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1647+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1647_ROD/PIPE-DEPTH: 2.4  meters
 FD1647_SLEEVE-DEPTH  : 0.9 meters
 FD1647
 FD1647  HISTORY     - Date     Condition        Report By
 FD1647  HISTORY     - 1987     MONUMENTED       NGS
 FD1647  HISTORY     - 19890718 GOOD
 FD1647  HISTORY     - 19930420 GOOD             NOS
 FD1647  HISTORY     - 19950612 GOOD             NGS
 FD1647  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD1647  HISTORY     - 20020226 GOOD             TVA
 FD1647  HISTORY     - 20031010 GOOD             TNDT
 FD1647
 FD1647                          STATION DESCRIPTION
 FD1647
 FD1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1647'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI)
 FD1647'NORTH-NORTHWEST OF MANCHESTER,
 FD1647'8.1 KM (5 MI) EAST OF BEECH GROVE, JUST EAST OF GNAT HILL CHURCH OF
 FD1647'CHRIST, AT THE SOUTH EDGE OF A CEMETERY.
 FD1647'OWNERSHIP--GNAT HILL CHURCH OF CHRIST.
 FD1647'
 FD1647'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 FD1647'ROUTE 64 (EXIT 97) AT BEECH GROVE GO EAST FOR
 FD1647'0.24 KM (0.15 MI) ON STATE ROUTE 64 TO THE JUNCTION OF U.S. HIGHWAY
 FD1647'41.
 FD1647'TURN RIGHT AND GO SOUTH FOR 7.2 KM (4.5 MI) ON U.S. HIGHWAY 41 TO
 FD1647'THE JUNCTION OF COUNTY ROAD 4290.
 FD1647'TURN LEFT AND GO NORTHEAST FOR 6.4 KM (4.0 MI) ON COUNTY ROAD 4290
 FD1647'TO A JUNCTION.
 FD1647'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 FD1647'0.3 KM (0.2 MI) ON STATE ROUTE 280 TO THE CHURCH AND THE STATION ON
 FD1647'THE LEFT.  THE STATION CAN ALSO BE REACHED FROM THE JUNCTION OF
 FD1647'STATE ROUTES 53 AND 280 BY GOING WEST FOR 6.9 KM (4.3 MI) ON STATE
 FD1647'ROUTE 280 TO THE STATION ON THE RIGHT.
 FD1647'
 FD1647'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 2.4 METERS
 FD1647'(8 FT).  THE LOGO CAP IS STAMPED---GPS 39 1987---, AND A RAILROAD
 FD1647'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1647'67.1 METERS (220 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 FD1647'THE CHURCH,
 FD1647'19.5 METERS (64 FT) WEST FROM A POWER POLE NUMBERED C 102 L5 AT THE
 FD1647'SOUTHEAST CORNER OF THE CEMETERY,
 FD1647'7.6 METERS (25 FT) NORTH FROM THE ROAD CENTER AND 0.6 METERS (2 FT)
 FD1647'ABOVE SAME,
 FD1647'7.0 METERS (23 FT) SOUTHEAST FROM THE FERRELL TOMBSTONE,
 FD1647'6.4 METERS (21 FT) SOUTHEAST FROM ANOTHER FERREL TOMBSTONE.
 FD1647
 FD1647                          STATION RECOVERY (1989)
 FD1647
 FD1647'RECOVERED 1989
 FD1647'RECOVERED IN GOOD CONDITION.
 FD1647
 FD1647                          STATION RECOVERY (1993)
 FD1647
 FD1647'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FD1647'RECOVERED AS DESCRIBED.
 FD1647
 FD1647                          STATION RECOVERY (1995)
 FD1647
 FD1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1647'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH-NORTHWEST OF
 FD1647'MANCHESTER, 8.1 KM (5.05 MI) EAST OF BEECH GROVE, JUST EAST OF GNAT
 FD1647'HILL CHURCH OF CHRIST, AT THE SOUTH EDGE OF A CEMETERY.
 FD1647'OWNERSHIP--GNAT HILL CHURCH OF CHRIST.  TO REACH THE STATION FROM THE
 FD1647'JUNCTION OF INTERSTATE HIGHWAY 24 AND STATE ROUTE 64 (EXIT 97) AT
 FD1647'BEECH GROVE, GO EAST FOR 0.24 KM (0.15 MI) ON STATE ROUTE 64 TO THE
 FD1647'JUNCTION OF U.S. HIGHWAY 41.  TURN RIGHT AND GO SOUTH FOR 7.2 KM (4.45
 FD1647'MI) ON U.S. HIGHWAY 41 TO THE JUNCTION OF COUNTY ROAD 4290 (NOAH RD).
 FD1647'TURN LEFT AND GO NORTHEAST FOR 7.4 KM (4.60 MI) ON COUNTY ROAD 4290 TO
 FD1647'A JUNCTION (FREDONIA RD/STATE ROUTE 280). CONTINUE STRAIGHT AHEAD AND
 FD1647'GO NORTHEAST FOR 0.3 KM (0.20 MI) ON STATE ROUTE 280 TO THE CHURCH AND
 FD1647'THE STATION ON THE LEFT.  THE STATION CAN ALSO BE REACHED FROM THE
 FD1647'JUNCTION OF STATE ROUTES 53 AND 280 BY GOING WEST FOR 6.9 KM (4.30 MI)
 FD1647'ON STATE ROUTE 280 TO THE STATION ON THE RIGHT.  LOCATED 67.1 M (220.1
 FD1647'FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE CHURCH, 19.5 M
 FD1647'(64.0 FT) WEST FROM POWER POLE NUMBER C 102 L5 AT THE SOUTHEAST CORNER
 FD1647'OF THE CEMETERY, 6.4 M (21.0 FT) NORTH FROM THE ROAD CENTER AND 0.6 M
 FD1647'(2.0 FT) ABOVE SAME, 7.0 M (23.0 FT) SOUTHEAST FROM THE FERRELL
 FD1647'TOMBSTONE, 9.1 M (29.9 FT) SOUTHEAST FROM ANOTHER FERRELL TOMBSTONE.
 FD1647'A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FD1647
 FD1647                          STATION RECOVERY (1999)
 FD1647
 FD1647'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD1647'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
 FD1647
 FD1647                          STATION RECOVERY (2002)
 FD1647
 FD1647'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2002 (CDM)
 FD1647'RECOVERED IN GOOD CONDITION.
 FD1647
 FD1647                          STATION RECOVERY (2003)
 FD1647
 FD1647'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1647'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3643 ***********************************************************************
 GA3643  CBN         -  This is a Cooperative Base Network Control Station.
 GA3643  DESIGNATION -  GPS 4
 GA3643  PID         -  GA3643
 GA3643  STATE/COUNTY-  TN/GRAINGER
 GA3643  USGS QUAD   -  AVONDALE (1979)
 GA3643
 GA3643                         *CURRENT SURVEY CONTROL
 GA3643  ___________________________________________________________________
 GA3643* NAD 83(1995)-  36 21 00.80437(N)    083 23 36.35206(W)     ADJUSTED  
 GA3643* NAVD 88     -       591.54   (meters)    1940.7    (feet)  N HEIGHT  
 GA3643  ___________________________________________________________________
 GA3643  X           -     591,766.389 (meters)                     COMP
 GA3643  Y           -  -5,109,356.863 (meters)                     COMP
 GA3643  Z           -   3,759,893.518 (meters)                     COMP
 GA3643  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 GA3643  ELLIP HEIGHT-         560.42  (meters)          (08/03/04) GPS OBS
 GA3643  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA3643  DYNAMIC HT  -         590.99  (meters)    1938.9   (feet)  COMP
 GA3643  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 GA3643
 GA3643  HORZ ORDER  -  B
 GA3643  VERT ORDER  -  THIRD
 GA3643  ELLP ORDER  -  FOURTH    CLASS I
 GA3643
 GA3643.The horizontal coordinates were established by GPS observations
 GA3643.and adjusted by the National Geodetic Survey in June 1994..
 GA3643
 GA3643.The orthometric height was determined by differential leveling
 GA3643.and adjusted by the National Geodetic Survey in August 1996..
 GA3643.WARNING-GPS observations at this control monument resulted in a GPS
 GA3643.derived orthometric height which differed from the leveled height by
 GA3643.more than one decimeter (0.1 meter).
 GA3643
 GA3643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3643
 GA3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3643
 GA3643.The ellipsoidal height was determined by GPS observations
 GA3643.and is referenced to NAD 83.
 GA3643
 GA3643.The geoid height was determined by GEOID03.
 GA3643
 GA3643.The dynamic height is computed by dividing the NAVD 88
 GA3643.geopotential number by the normal gravity value computed on the
 GA3643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3643.degrees latitude (g = 980.6199 gals.).
 GA3643
 GA3643.The modeled gravity was interpolated from observed gravity values.
 GA3643
 GA3643;                    North         East     Units Scale Factor Converg.
 GA3643;SPC TN       -   226,891.329   833,944.070   MT  0.99998889   +1 31 33.6
 GA3643;SPC TN       -   744,392.64  2,736,031.50   sFT  0.99998889   +1 31 33.6
 GA3643;UTM  17      - 4,025,454.283   285,224.824   MT  1.00016838   -1 25 09.0
 GA3643
 GA3643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3643!SPC TN       -   0.99991205  x   0.99998889  =   0.99990094
 GA3643!UTM  17      -   0.99991205  x   1.00016838  =   1.00008042
 GA3643
 GA3643                          SUPERSEDED SURVEY CONTROL
 GA3643
 GA3643  NAD 83(1995)-  36 21 00.80437(N)    083 23 36.35207(W) AD(       ) B
 GA3643  ELLIP H (06/29/94)  560.43   (m)                       GP(       ) 4 1
 GA3643  ELLIP H (04/04/94)  560.25   (m)                       GP(       ) 4 1
 GA3643  NAD 83(1995)-  36 21 00.80714(N)    083 23 36.35904(W) AD(       ) B
 GA3643  ELLIP H (09/07/90)  560.25   (m)                       GP(       ) 4 1
 GA3643  NAVD 88 (06/06/02)  591.37   (m)         1940.2    (f) LEVELING    3  
 GA3643  NAVD 88 (09/07/94)  591.55   (m)         1940.8    (f) LEVELING    3  
 GA3643  NGVD 29 (??/??/??)  591.65   (m)         1941.1    (f) N HEIGHT    3  
 GA3643
 GA3643.Superseded values are not recommended for survey control.
 GA3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3643.See file dsdata.txt to determine how the superseded data were derived.
 GA3643
 GA3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8522525454(NAD 83)
 GA3643_MARKER: DH = HORIZONTAL CONTROL DISK
 GA3643_SETTING: 66 = SET IN ROCK OUTCROP
 GA3643_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA3643_STAMPING: GPS 4 1987
 GA3643_MARK LOGO: NGS   
 GA3643_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3643+STABILITY: POSITION/ELEVATION WELL
 GA3643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3643+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 GA3643
 GA3643  HISTORY     - Date     Condition        Report By
 GA3643  HISTORY     - 1987     MONUMENTED       NGS
 GA3643  HISTORY     - 1987     GOOD             NGS
 GA3643  HISTORY     - 19881209 GOOD
 GA3643  HISTORY     - 19930628 GOOD             NGS
 GA3643  HISTORY     - 19950606 GOOD             NGS
 GA3643  HISTORY     - 20020118 GOOD             NGS
 GA3643  HISTORY     - 20031010 GOOD             TNDT
 GA3643  HISTORY     - 20050428 GOOD             CAS
 GA3643
 GA3643                          STATION DESCRIPTION
 GA3643
 GA3643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3643'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) WEST OF BEAN STATION,
 GA3643'2.4 KM (1.5 MI) EAST OF THORN HILL,
 GA3643'0.3 KM (0.2 MI) EAST OF THE CLINCH MOUNTAIN LOOKOUT STORE.
 GA3643'OWNERSHIP--ROAD RIGHT-OF-WAY.
 GA3643'
 GA3643'THE STATION IS LOCATED AT THE U.S. ROUTE 25 SCENIC OVERLOOK AT THE
 GA3643'TOP SOUTH SIDE OF CLINCH MOUNTAIN.
 GA3643'
 GA3643'THE STATION IS A STANDARD NGS DISK
 GA3643'STAMPED---GPS 4 1987---,
 GA3643'SET INTO A DRILL HOLE IN BEDROCK.  LOCATED
 GA3643'90.5 METERS (297 FT) EAST FROM THE OVERLOOK ENTRANCE DRIVE
 GA3643'CENTERLINE,
 GA3643'41.8 METERS (137 FT) WEST-NORTHWEST FROM THE DRAIN AT THE EAST END
 GA3643'OF THE PARKING LOT,
 GA3643'2.1 METERS (7.0 FT) NORTH-NORTHWEST FROM A 1.2 METER (4 FT) HIGH
 GA3643'WIRE FENCE AND FIGERGLASS WITNESS POST,
 GA3643'1.2 METERS (4 FT) SOUTH-SOUTHEAST FROM THE TOP OF CUT AT THE SOUTH
 GA3643'EDGE OF THE ROAD.  THE MARK IS ABOUT 4.6 METERS (15 FT) ABOVE THE
 GA3643'ROAD AND LEVEL WITH THE PARKING LOT.
 GA3643
 GA3643                          STATION RECOVERY (1987)
 GA3643
 GA3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GA3643'RECOVERED IN GOOD CONDITION.
 GA3643
 GA3643                          STATION RECOVERY (1988)
 GA3643
 GA3643'RECOVERED 1988
 GA3643'RECOVERED IN GOOD CONDITION.
 GA3643
 GA3643                          STATION RECOVERY (1993)
 GA3643
 GA3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GA3643'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) WEST OF BEAN STATION,
 GA3643'0.3 KM (0.20 MI) EAST OF THE CLINCH MOUNTAIN LOOKOUT STORE AND AT THE
 GA3643'U.S. HIGHWAY 25E SCENIC OVERLOOK AT THE TOP SOUTH SIDE OF CLINCH
 GA3643'MOUNTAIN.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GA3643'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 25E AND STATE
 GA3643'HIGHWAY 131 IN THORN HILL, GO 2.4 KM (1.50 MI) EAST-SOUTHEAST ALONG
 GA3643'U.S. HIGHWAY 25E TO THE SCENIC OVERLOOK AND THE STATION ON THE RIGHT.
 GA3643'THE STATION IS ABOUT 4.6 M (15.1 FT) ABOVE THE HIGHWAY AND LEVEL WITH
 GA3643'THE PARKING LOT.  LOCATED 90.5 M (296.9 FT) EAST FROM THE OVERLOOK
 GA3643'ENTRANCE DRIVE CENTERLINE, 41.8 M (137.1 FT) WEST-NORTHWEST FROM THE
 GA3643'DRAIN AT THE EAST END OF THE PARKING LOT, 2.1 M (6.9 FT)
 GA3643'NORTH-NORTHWEST FROM A 1.2 M (3.9 FT) HIGH WIRE FENCE AND FIBERGLASS
 GA3643'WITNESS POST AND 1.2 M (3.9 FT) SOUTH-SOUTHEAST FROM THE TOP OF CUT
 GA3643'AT THE SOUTH EDGE OF THE ROAD.
 GA3643
 GA3643                          STATION RECOVERY (1995)
 GA3643
 GA3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3643'RECOVERED AS DESCRIBED.
 GA3643
 GA3643                          STATION RECOVERY (2002)
 GA3643
 GA3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3643'RECOVERED AS DESCRIBED.
 GA3643' 
 GA3643' 
 GA3643' 
 GA3643'
 GA3643
 GA3643                          STATION RECOVERY (2003)
 GA3643
 GA3643'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3643'RECOVERED AS DESCRIBED.
 GA3643
 GA3643                          STATION RECOVERY (2005)
 GA3643
 GA3643'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA3643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1648 ***********************************************************************
 FD1648  FBN         -  This is a Federal Base Network Control Station.
 FD1648  DESIGNATION -  GPS 40
 FD1648  PID         -  FD1648
 FD1648  STATE/COUNTY-  TN/BEDFORD
 FD1648  USGS QUAD   -  UNIONVILLE (1981)
 FD1648
 FD1648                         *CURRENT SURVEY CONTROL
 FD1648  ___________________________________________________________________
 FD1648* NAD 83(1995)-  35 36 39.00001(N)    086 34 50.78192(W)     ADJUSTED  
 FD1648* NAVD 88     -       212.8    (meters)     698.     (feet)  GPS OBS   
 FD1648  ___________________________________________________________________
 FD1648  X           -     309,622.793 (meters)                     COMP
 FD1648  Y           -  -5,182,169.434 (meters)                     COMP
 FD1648  Z           -   3,693,279.874 (meters)                     COMP
 FD1648  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FD1648  ELLIP HEIGHT-         184.78  (meters)          (08/03/04) GPS OBS
 FD1648  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1648
 FD1648  HORZ ORDER  -  B
 FD1648  VERT ORDER  -  THIRD (See Below)
 FD1648  ELLP ORDER  -  FOURTH    CLASS I
 FD1648
 FD1648.The horizontal coordinates were established by GPS observations
 FD1648.and adjusted by the National Geodetic Survey in December 1995..
 FD1648
 FD1648.The orthometric height was determined by GPS observations and a
 FD1648.high-resolution geoid model.
 FD1648.The vertical order pertains to the NGVD 29 superseded value.
 FD1648
 FD1648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1648
 FD1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1648
 FD1648.The ellipsoidal height was determined by GPS observations
 FD1648.and is referenced to NAD 83.
 FD1648
 FD1648.The geoid height was determined by GEOID03.
 FD1648
 FD1648;                    North         East     Units Scale Factor Converg.
 FD1648;SPC TN       -   141,893.566   547,381.950   MT  0.99995595   -0 20 24.0
 FD1648;SPC TN       -   465,529.14  1,795,868.95   sFT  0.99995595   -0 20 24.0
 FD1648;UTM  16      - 3,940,866.466   537,968.829   MT  0.99961776   +0 14 38.8
 FD1648
 FD1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1648!SPC TN       -   0.99997100  x   0.99995595  =   0.99992695
 FD1648!UTM  16      -   0.99997100  x   0.99961776  =   0.99958877
 FD1648
 FD1648                          SUPERSEDED SURVEY CONTROL
 FD1648
 FD1648  ELLIP H (12/14/95)  184.96   (m)                       GP(       ) 1 2
 FD1648  NAD 83(1995)-  35 36 39.00118(N)    086 34 50.78312(W) AD(       ) B
 FD1648  ELLIP H (09/07/90)  184.95   (m)                       GP(       ) 4 1
 FD1648  NGVD 29 (??/??/??)  212.98   (m)          698.8    (f) N HEIGHT    3  
 FD1648
 FD1648.Superseded values are not recommended for survey control.
 FD1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1648.See file dsdata.txt to determine how the superseded data were derived.
 FD1648
 FD1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3796940866(NAD 83)
 FD1648_MARKER: DH = HORIZONTAL CONTROL DISK
 FD1648_SETTING: 66 = SET IN ROCK OUTCROP
 FD1648_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FD1648_STAMPING: GPS 40 1987
 FD1648_MARK LOGO: NGS   
 FD1648_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1648+STABILITY: POSITION/ELEVATION WELL
 FD1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1648+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1648
 FD1648  HISTORY     - Date     Condition        Report By
 FD1648  HISTORY     - 1987     MONUMENTED       NGS
 FD1648  HISTORY     - 19891215 GOOD
 FD1648  HISTORY     - 19930420 GOOD             NOS
 FD1648  HISTORY     - 19950612 GOOD             NGS
 FD1648  HISTORY     - 20031010 GOOD             TNDT
 FD1648
 FD1648                          STATION DESCRIPTION
 FD1648
 FD1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1648'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI)
 FD1648'NORTHWEST OF SHELBYVILLE,
 FD1648'1.6 KM (1 MI) SOUTHEAST OF UNIONVILLE, ON THE NORTHEAST SIDE OF
 FD1648'U.S. HIGHWAY 41A IN A BEDROCK OUTCROP IN THE FRONT LAWN OF THE
 FD1648'UNIONVILLE SCHOOL.
 FD1648'OWNERSHIP--STATE OF TENNESSEE
 FD1648'
 FD1648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A AND THE
 FD1648'DEASON/UNIONVILLE ROAD ABOUT 1.6 KM (1 MI) SOUTHEAST OF UNIONVILLE GOO
 FD1648'NORTHWEST FOR 0.08 KM (0.05 MI) ON U.S. HIGHWAY 41A TO THE STATION
 FD1648'ON THE RIGHT IN A BEDROCK OUTCROP IN THE FRONT LAWN OF THE
 FD1648'UNIONVILLE SCHOOL.
 FD1648'
 FD1648'THE STATION IS A STANDARD NGS DISK
 FD1648'STAMPED---GPS 40 1987---,
 FD1648'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.46 METERS (1.5
 FD1648'FT) BY 0.30 METERS (1.0 FT) PROJECTING 0.06 METERS (0.2 FT).
 FD1648'LOCATED
 FD1648'20.27 METERS (66.5 FT) NORTHWEST FROM THE SCHOOL ENTRANCE DRIVE,
 FD1648'15.9 METERS (52 FT) NORTH-NORTHWEST FROM THE NORTHWEST END OF A
 FD1648'CULVERT UNDER THE DRIVE,
 FD1648'21.28 METERS (69.8 FT) SOUTHEAST FROM A POWER POLE WITH ONE GUY
 FD1648'WIRE AND A TRANSFORMER,
 FD1648'13.7 METERS (45 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY AND
 FD1648'0.46 METERS (1.5 FT) ABOVE SAME.
 FD1648
 FD1648                          STATION RECOVERY (1989)
 FD1648
 FD1648'RECOVERED 1989
 FD1648'RECOVERED IN GOOD CONDITION.
 FD1648
 FD1648                          STATION RECOVERY (1993)
 FD1648
 FD1648'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FD1648'RECOVERED AS DESCRIBED.
 FD1648
 FD1648                          STATION RECOVERY (1995)
 FD1648
 FD1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1648'THE STATION IS LOCATED ABOUT 19.4 KM (12.05 MI) NORTHWEST OF
 FD1648'SHELBYVILLE, 1.6 KM (1.00 MI) SOUTHEAST OF UNIONVILLE, ON THE
 FD1648'NORTHEAST SIDE OF U.S. HIGHWAY 41A, IN A BEDROCK OUTCROP IN THE FRONT
 FD1648'LAWN OF THE COMMUNITY SCHOOL IN UNIONVILLE.  OWNERSHIP--STATE OF
 FD1648'TENNESSEE.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A
 FD1648'AND THE DEASON/UNIONVILLE ROAD ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF
 FD1648'UNIONVILLE, GO NORTHWEST FOR 0.8 KM (0.50 MI) ON U.S. HIGHWAY 41A TO
 FD1648'THE STATION ON RIGHT.  THE STATION IS SET IN A DRILL HOLE IN THE TOP
 FD1648'OF ROCK OUTCROP MEASURING 0.46 M (1.51 FT) BY 0.3 M (1.0 FT)
 FD1648'PROJECTING 6 CM ABOVE GROUND.  LOCATED 20.3 M (66.6 FT) NORTHWEST FROM
 FD1648'THE SOUTH SCHOOL ENTRANCE DRIVE, 15.9 M (52.2 FT) NORTH-NORTHWEST FROM
 FD1648'THE NORTHWEST END OF A CULVERT UNDER THE DRIVE, 21.3 M (69.9 FT)
 FD1648'SOUTHEAST FROM A POWER POLE WITH ONE GUY WIRE AND A TRANSFORMER, 13.7
 FD1648'M (44.9 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY AND 0.46 M (1.51
 FD1648'FT) HIGHER THAN THE HIGHWAY.
 FD1648
 FD1648                          STATION RECOVERY (2003)
 FD1648
 FD1648'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1648'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4051 ***********************************************************************
 FB4051  DESIGNATION -  GPS 40A
 FB4051  PID         -  FB4051
 FB4051  STATE/COUNTY-  TN/KNOX
 FB4051  USGS QUAD   -  KNOXVILLE (1978)
 FB4051
 FB4051                         *CURRENT SURVEY CONTROL
 FB4051  ___________________________________________________________________
 FB4051* NAD 83(1995)-  35 58 07.00770(N)    083 54 44.28179(W)     ADJUSTED  
 FB4051* NAVD 88     -       310.8    (meters)    1020.     (feet)  VERTCON   
 FB4051  ___________________________________________________________________
 FB4051  X           -     548,098.317 (meters)                     COMP
 FB4051  Y           -  -5,139,126.453 (meters)                     COMP
 FB4051  Z           -   3,725,538.097 (meters)                     COMP
 FB4051  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FB4051  ELLIP HEIGHT-         280.06  (meters)          (04/12/99) GPS OBS
 FB4051  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB4051
 FB4051  HORZ ORDER  -  FIRST
 FB4051  ELLP ORDER  -  FOURTH    CLASS I
 FB4051
 FB4051.The horizontal coordinates were established by GPS observations
 FB4051.and adjusted by the National Geodetic Survey in April 1999..
 FB4051
 FB4051.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4051
 FB4051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4051
 FB4051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4051
 FB4051.The ellipsoidal height was determined by GPS observations
 FB4051.and is referenced to NAD 83.
 FB4051
 FB4051.The geoid height was determined by GEOID03.
 FB4051
 FB4051;                    North         East     Units Scale Factor Converg.
 FB4051;SPC TN       -   183,441.291   788,285.767   MT  0.99995115   +1 13 20.0
 FB4051;SPC TN       -   601,840.30  2,586,234.22   sFT  0.99995115   +1 13 20.0
 FB4051;UTM  17      - 3,984,389.299   237,381.954   MT  1.00044991   -1 42 41.4
 FB4051
 FB4051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4051!SPC TN       -   0.99995605  x   0.99995115  =   0.99990720
 FB4051!UTM  17      -   0.99995605  x   1.00044991  =   1.00040594
 FB4051
 FB4051                          SUPERSEDED SURVEY CONTROL
 FB4051
 FB4051  NAD 83(1995)-  35 58 07.00871(N)    083 54 44.28824(W) AD(       ) 1
 FB4051  ELLIP H (05/28/93)  280.01   (m)                       GP(       ) 4 2
 FB4051  NGVD 29 (05/28/93)  311.0    (m)         1020.     (f) GPS OBS        
 FB4051
 FB4051.Superseded values are not recommended for survey control.
 FB4051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4051.See file dsdata.txt to determine how the superseded data were derived.
 FB4051
 FB4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3738284389(NAD 83)
 FB4051_MARKER: DD = SURVEY DISK
 FB4051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4051_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4051+STABILITY: SURFACE MOTION
 FB4051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4051+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB4051
 FB4051  HISTORY     - Date     Condition        Report By
 FB4051  HISTORY     - 1988     MONUMENTED       AEROS
 FB4051  HISTORY     - 20010322 GOOD             USPSQD
 FB4051  HISTORY     - 20060112 GOOD             USPSQD
 FB4051
 FB4051                          STATION DESCRIPTION
 FB4051
 FB4051'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4051'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 FB4051'NORTHEAST OF DOWNTOWN KNOXVILLE,
 FB4051'1.2 KM (0.75 MI) EAST-NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 441
 FB4051'(HENLEY STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE),
 FB4051'0.4 KM (0.25 MI) SOUTHWEST OF THE JUNCTION OF SUMMIT HILL DRIVE AND
 FB4051'VINE AVENUE.
 FB4051'OWNERSHIP--KNOX COUNTY.
 FB4051'
 FB4051'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4051'STREET) AND STATE HIGHWAY 62 (WESTERN AVENUE, AND SUMMIT HILL
 FB4051'DRIVE), GO NORTHEAST FOR 1.23 KM (0.76 MI) ON SUMMIT HILL DRIVE TO
 FB4051'THE FIRST INTERSECTION WITH TOWN VIEW DRIVE.
 FB4051'TURN RIGHT AND GO SOUTH FOR 0.24 KM (0.15 MI) ON TOWN VIEW DRIVE TO
 FB4051'THE EXIT OF THE PAVED DRIVEWAY FOR GREEN SCHOOL AND THE STATION AT
 FB4051'THE CREST OF THE HILL ON THE WEST END OF GREEN SCHOOL, AND MAY BE
 FB4051'REACHED BY LEAVING THE PAVED DRIVEWAY AND DRIVING ON THE GRASS
 FB4051'ABOUT 61 METERS (200 FT) FROM TOWN VIEW DRIVE, AND KEEPING TO THE
 FB4051'WEST OF GREEN SCHOOL.
 FB4051'
 FB4051'THE STATION IS A KNOX COUNTY ALUMINUM DISK
 FB4051'STAMPED---GPS 40 1985---,
 FB4051'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB4051'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4051'20.6 METERS (67.5 FT) NORTHWEST FROM A CHAIN LINK FENCE CORNER,
 FB4051'11.6 METERS (38.0 FT) SOUTHWEST FROM THE FACE OF A CONCRETE WALL AT
 FB4051'THE POINT WHERE IT BREAKS DOWNHILL TOWARDS THE NORTH,
 FB4051'7.6 METERS (25.0 FT) NORTH FROM A 12 INCH MAPLE TREE, AND
 FB4051'0.9 METERS (3.0 FT) NORTH FROM A STANDARD ORANGE CARSONITE WITNESS
 FB4051'POST.
 FB4051
 FB4051                          STATION RECOVERY (2001)
 FB4051
 FB4051'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB4051'RECOVERED IN GOOD CONDITION.
 FB4051
 FB4051                          STATION RECOVERY (2006)
 FB4051
 FB4051'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1649 ***********************************************************************
 FD1649  CBN         -  This is a Cooperative Base Network Control Station.
 FD1649  DESIGNATION -  GPS 41
 FD1649  PID         -  FD1649
 FD1649  STATE/COUNTY-  TN/MAURY
 FD1649  USGS QUAD   -  COLUMBIA (1989)
 FD1649
 FD1649                         *CURRENT SURVEY CONTROL
 FD1649  ___________________________________________________________________
 FD1649* NAD 83(1995)-  35 36 50.00367(N)    087 04 45.27711(W)     ADJUSTED  
 FD1649* NAVD 88     -       196.820  (meters)     645.73   (feet)  ADJUSTED  
 FD1649  ___________________________________________________________________
 FD1649  X           -     264,516.266 (meters)                     COMP
 FD1649  Y           -  -5,184,456.871 (meters)                     COMP
 FD1649  Z           -   3,693,546.341 (meters)                     COMP
 FD1649  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FD1649  ELLIP HEIGHT-         168.90  (meters)          (08/03/04) GPS OBS
 FD1649  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1649  DYNAMIC HT  -         196.646 (meters)     645.16  (feet)  COMP
 FD1649  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 FD1649
 FD1649  HORZ ORDER  -  B
 FD1649  VERT ORDER  -  THIRD
 FD1649  ELLP ORDER  -  FOURTH    CLASS I
 FD1649
 FD1649.The horizontal coordinates were established by GPS observations
 FD1649.and adjusted by the National Geodetic Survey in December 1995..
 FD1649
 FD1649.The orthometric height was determined by differential leveling
 FD1649.and adjusted by the National Geodetic Survey in August 1996..
 FD1649
 FD1649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1649
 FD1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1649
 FD1649.The ellipsoidal height was determined by GPS observations
 FD1649.and is referenced to NAD 83.
 FD1649
 FD1649.The geoid height was determined by GEOID03.
 FD1649
 FD1649.The dynamic height is computed by dividing the NAVD 88
 FD1649.geopotential number by the normal gravity value computed on the
 FD1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1649.degrees latitude (g = 980.6199 gals.).
 FD1649
 FD1649.The modeled gravity was interpolated from observed gravity values.
 FD1649
 FD1649;                    North         East     Units Scale Factor Converg.
 FD1649;SPC TN       -   142,615.670   502,225.601   MT  0.99995574   -0 37 54.6
 FD1649;SPC TN       -   467,898.24  1,647,718.49   sFT  0.99995574   -0 37 54.6
 FD1649;UTM  16      - 3,941,127.469   492,823.307   MT  0.99960063   -0 02 46.1
 FD1649
 FD1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1649!SPC TN       -   0.99997349  x   0.99995574  =   0.99992923
 FD1649!UTM  16      -   0.99997349  x   0.99960063  =   0.99957413
 FD1649
 FD1649                          SUPERSEDED SURVEY CONTROL
 FD1649
 FD1649  ELLIP H (12/14/95)  168.87   (m)                       GP(       ) 1 2
 FD1649  NAD 83(1995)-  35 36 50.00415(N)    087 04 45.27737(W) AD(       ) B
 FD1649  ELLIP H (09/07/90)  168.86   (m)                       GP(       ) 4 1
 FD1649  NAVD 88 (12/14/95)  196.82   (m)          645.7    (f) LEVELING    3  
 FD1649  NGVD 29 (09/07/90)  196.80   (m)          645.7    (f) LEVELING    3  
 FD1649
 FD1649.Superseded values are not recommended for survey control.
 FD1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1649.See file dsdata.txt to determine how the superseded data were derived.
 FD1649
 FD1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9282341127(NAD 83)
 FD1649_MARKER: I = METAL ROD
 FD1649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1649_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1649_STAMPING: GPS 41 1987
 FD1649_MARK LOGO: NGS   
 FD1649_PROJECTION: FLUSH
 FD1649_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1649+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1649_ROD/PIPE-DEPTH: 11.9 meters
 FD1649_SLEEVE-DEPTH  : 0.90 meters
 FD1649
 FD1649  HISTORY     - Date     Condition        Report By
 FD1649  HISTORY     - 1987     MONUMENTED       NGS
 FD1649  HISTORY     - 19891215 GOOD
 FD1649  HISTORY     - 19950613 GOOD             NGS
 FD1649  HISTORY     - 20031010 GOOD             TNDT
 FD1649
 FD1649                          STATION DESCRIPTION
 FD1649
 FD1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1649'THE STATION IS LOCATED AT THE WEST EDGE OF COLUMBIA, AT CENTRAL
 FD1649'HIGH SCHOOL IN THE LAWN AT THE SOUTHEAST CORNER OF THE SCHOOL
 FD1649'PROPERTY.
 FD1649'OWNERSHIP--CITY OF COLUMBIA SCHOOL DISTRICT
 FD1649'
 FD1649'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 50 BYPASS AND
 FD1649'U.S. HIGHWAY 43 NEAR THE COUNTY HOSPITAL AT THE SOUTHWEST EDGE OF
 FD1649'COLUMBIA GO NORTH FOR 0.8 KM (0.5 MI) ON STATE ROUTE 50 TO THE
 FD1649'JUNCTION OF NEW EXPERIMENT ROAD.
 FD1649'TURN LEFT AND GO NORTHWEST FOR 1.13 KM (0.7 MI) ON NEW EXPERIMENT
 FD1649'ROAD TO THE STATION ON THE LEFT.
 FD1649'
 FD1649'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 11.9
 FD1649'METERS (39 FT).  THE LOGO CAP IS STAMPED---GPS 41 1987---, AND A
 FD1649'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1649'30.8 METERS (101 FT) WEST FROM THE CENTER OF THE ROAD AND LEVEL WITH
 FD1649'THE SAME,
 FD1649'9.27 METERS (30.4 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A
 FD1649'BRICK PLANTER WITH SIGN,
 FD1649'52.1 METERS (171 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 FD1649'ONE STORY SECTION OF THE SCHOOL,
 FD1649'19.8 METERS (65 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A PARKING
 FD1649'LOT,
 FD1649'9.7 METERS (32 FT) SOUTHWEST FROM A UTILITY POLE WITH A STREET
 FD1649'LIGHT,
 FD1649'12.2 METERS (40 FT) WEST FROM THE CENTER OF A 76 CM (30 IN) STORM
 FD1649'DRAIN GRATE.
 FD1649
 FD1649                          STATION RECOVERY (1989)
 FD1649
 FD1649'RECOVERED 1989
 FD1649'RECOVERED IN GOOD CONDITION.
 FD1649
 FD1649                          STATION RECOVERY (1995)
 FD1649
 FD1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1649'THE STATION IS LOCATED AT THE WEST EDGE OF COLUMBIA, AT CENTRAL HIGH
 FD1649'SCHOOL, IN THE LAWN AT THE SOUTHEAST CORNER OF THE SCHOOL PROPERTY.
 FD1649'OWNERSHIP--CITY OF COLUMBIA SCHOOL DISTRICT.  TO REACH THE STATION
 FD1649'FROM THE JUNCTION OF STATE ROUTE 50 BYPASS AND U.S HIGHWAY 43 NEAR THE
 FD1649'COUNTY HOSPITAL AT THE SOUTHWEST EDGE OF COLUMBIA, GO NORTH FOR 0.8 KM
 FD1649'(0.50 MI) ON STATE ROUTE 50 TO THE JUNCTION OF NEW EXPERIMENT ROAD
 FD1649'(LION PARKWAY).  TURN LEFT AND GO NORTHWEST FOR 1.13 KM (0.70 MI) ON
 FD1649'NEW EXPERIMENT ROAD (LION PARKWAY) TO THE STATION ON THE LEFT.
 FD1649'LOCATED 30.8 M (101.0 FT) WEST FROM THE CENTER OF THE ROAD, 8.9 M
 FD1649'(29.2 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A SMALL WOODEN
 FD1649'BUILDING WITH BRICK FOUNDATION, 52.1 M (170.9 FT) EAST-SOUTHEAST FROM
 FD1649'THE SOUTHEAST CORNER OF A ONE STORY SECTION OF THE SCHOOL, 19.8 M
 FD1649'(65.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A PARKING LOT, 9.8 M
 FD1649'(32.2 FT) SOUTHWEST FROM A UTILITY POLE WITH A STREET LIGHT, 12.0 M
 FD1649'(39.4 FT) WEST FROM THE CENTER OF A 0.8 M (2.6 FT) STORM DRAIN GRATE
 FD1649'AND ABOUT LEVEL WITH THE ROAD.  A STEEL SPIKE IS EMBEDDED IN THE
 FD1649'CONCRETE.
 FD1649
 FD1649                          STATION RECOVERY (2003)
 FD1649
 FD1649'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1649'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1650 ***********************************************************************
 FD1650  FBN         -  This is a Federal Base Network Control Station.
 FD1650  DESIGNATION -  GPS 42
 FD1650  PID         -  FD1650
 FD1650  STATE/COUNTY-  TN/LEWIS
 FD1650  USGS QUAD   -  GORDONSBURG (1979)
 FD1650
 FD1650                         *CURRENT SURVEY CONTROL
 FD1650  ___________________________________________________________________
 FD1650* NAD 83(1995)-  35 34 35.65475(N)    087 25 47.83248(W)     ADJUSTED  
 FD1650* NAVD 88     -       186.74   (meters)     612.7    (feet)  LEVELING  
 FD1650  ___________________________________________________________________
 FD1650  X           -     232,884.933 (meters)                     COMP
 FD1650  Y           -  -5,188,378.231 (meters)                     COMP
 FD1650  Z           -   3,690,173.350 (meters)                     COMP
 FD1650  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FD1650  ELLIP HEIGHT-         158.65  (meters)          (08/03/04) GPS OBS
 FD1650  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1650
 FD1650  HORZ ORDER  -  B
 FD1650  VERT ORDER  -  THIRD ?
 FD1650  ELLP ORDER  -  FOURTH    CLASS I
 FD1650
 FD1650.The horizontal coordinates were established by GPS observations
 FD1650.and adjusted by the National Geodetic Survey in December 1995..
 FD1650
 FD1650.The orthometric height was determined by differential leveling.
 FD1650.The vertical network tie was performed by a horz. field party for horz.
 FD1650.obs reductions. Reset procedures were used to establish the elevation.
 FD1650
 FD1650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1650
 FD1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1650
 FD1650.The ellipsoidal height was determined by GPS observations
 FD1650.and is referenced to NAD 83.
 FD1650
 FD1650.The geoid height was determined by GEOID03.
 FD1650
 FD1650;                    North         East     Units Scale Factor Converg.
 FD1650;SPC TN       -   138,882.974   470,394.430   MT  0.99995844   -0 50 13.7
 FD1650;SPC TN       -   455,651.89  1,543,285.73   sFT  0.99995844   -0 50 13.7
 FD1650;UTM  16      - 3,937,070.660   461,043.109   MT  0.99961870   -0 15 00.5
 FD1650
 FD1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1650!SPC TN       -   0.99997510  x   0.99995844  =   0.99993354
 FD1650!UTM  16      -   0.99997510  x   0.99961870  =   0.99959381
 FD1650
 FD1650                          SUPERSEDED SURVEY CONTROL
 FD1650
 FD1650  ELLIP H (12/14/95)  158.69   (m)                       GP(       ) 1 2
 FD1650  NAD 83(1995)-  35 34 35.65562(N)    087 25 47.83367(W) AD(       ) B
 FD1650  ELLIP H (09/07/90)  158.63   (m)                       GP(       ) 4 1
 FD1650  NGVD 29 (09/07/90)  186.7    (m)          613.     (f) GPS OBS        
 FD1650
 FD1650.Superseded values are not recommended for survey control.
 FD1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1650.See file dsdata.txt to determine how the superseded data were derived.
 FD1650
 FD1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6104337071(NAD 83)
 FD1650_MARKER: I = METAL ROD
 FD1650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1650_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1650_STAMPING: GPS 42 1987
 FD1650_MARK LOGO: NGS   
 FD1650_PROJECTION: FLUSH
 FD1650_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1650+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1650_ROD/PIPE-DEPTH: 3.70 meters
 FD1650_SLEEVE-DEPTH  : 0.90 meters
 FD1650
 FD1650  HISTORY     - Date     Condition        Report By
 FD1650  HISTORY     - 1987     MONUMENTED       NGS
 FD1650  HISTORY     - 19890720 GOOD
 FD1650  HISTORY     - 19950614 GOOD             NGS
 FD1650  HISTORY     - 20031010 GOOD             TNDT
 FD1650
 FD1650                          STATION DESCRIPTION
 FD1650
 FD1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1650'THE STATION IS LOCATED ABOUT 48.4 KM (27 MI)
 FD1650'WEST OF COLUMBIA,
 FD1650'12.9 KM (8 MI) EAST OF HOHENWALD, AT THE JUNCTION OF STATE ROUTE 99
 FD1650'AND THE ENTRANCE TO THE NATCHEZ TRACE PARKWAY.
 FD1650'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FD1650'
 FD1650'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 99 AND THE
 FD1650'ENTRANCE TO THE NATCHEZ TRACE PARKWAY, 0.3 KM (0.2 MI) EAST OF THE
 FD1650'PARKWAY OVERPASS BRIDGE, IN THE WEST ANGLE OF THE JUNCTION.
 FD1650'
 FD1650'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.7 METERS
 FD1650'(12 FT).  THE LOGO CAP IS STAMPED---GPS 42 1987---, AND A STEEL
 FD1650'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1650'32.6 METERS (107 FT) SOUTHWEST FROM THE CENTER OF STATE ROUTE 99
 FD1650'(ALSO KNOWN AS U.S. HIGHWAY 421) AND 0.9 METERS (3 FT) BELOW SAME,
 FD1650'36.0 METERS (118 FT) NORTHWEST FROM THE SOUTH CORNER OF A TRIANGULAR
 FD1650'GRASS MEDIAN,
 FD1650'8.2 METERS (27 FT) SOUTH FROM THE NORTHWEST END OF A CULVERT
 FD1650'HEADWALL,
 FD1650'9.60 METERS (31.5 FT) WEST FROM THE EAST EDGE OF PAVEMENT OF THE
 FD1650'ENTRANCE RAMP.
 FD1650
 FD1650                          STATION RECOVERY (1989)
 FD1650
 FD1650'RECOVERED 1989
 FD1650'RECOVERED IN GOOD CONDITION.
 FD1650
 FD1650                          STATION RECOVERY (1995)
 FD1650
 FD1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1650'THE STATION IS LOCATED ABOUT 48.4 KM (30.05 MI) WEST OF COLUMBIA, 12.9
 FD1650'KM (8.00 MI) EAST OF HOHENWALD, AT THE JUNCTION OF U.S. HIGHWAY
 FD1650'412/STATE ROUTE 99 AND THE ENTRANCE TO THE NATCHEZ TRACE PARKWAY.
 FD1650'OWNERSHIP--ROAD RIGHT-OF-WAY.  THE STATION IS LOCATED AT THE JUNCTION
 FD1650'OF U.S. HIGHWAY 412/STATE ROUTE 99 AND THE ENTRANCE TO THE NATCHEZ
 FD1650'TRACE PARKWAY, 0.3 KM (0.20 MI) EAST OF THE PARKWAY OVERPASS BRIDGE,
 FD1650'IN THE WEST ANGLE OF THE JUNCTION.  LOCATED 32.6 M (107.0 FT)
 FD1650'SOUTHWEST FROM THE CENTER OF U.S. HIGHWAY 412/STATE ROUTE 99, 36.0 M
 FD1650'(118.1 FT) NORTHWEST FROM THE SOUTH CORNER OF A TRIANGULAR GRASS
 FD1650'MEDIAN, 8.2 METERS (26.9 FT) SOUTH FROM THE NORTHWEST END OF A CULVERT
 FD1650'HEADWALL, 9.6 M (31.5 FT) WEST FROM THE EAST EDGE OF PAVEMENT OF THE
 FD1650'ENTRANCE RAMP AND 0.9 M (3.0 FT) BELOW U.S. HIGHWAY 412.  A STEEL
 FD1650'SPIKE IS EMBEDDED IN THE CONCRETE.
 FD1650
 FD1650                          STATION RECOVERY (2003)
 FD1650
 FD1650'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1650'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1651 ***********************************************************************
 FD1651  CBN         -  This is a Cooperative Base Network Control Station.
 FD1651  DESIGNATION -  GPS 43
 FD1651  PID         -  FD1651
 FD1651  STATE/COUNTY-  TN/PERRY
 FD1651  USGS QUAD   -  LINDEN (1968)
 FD1651
 FD1651                         *CURRENT SURVEY CONTROL
 FD1651  ___________________________________________________________________
 FD1651* NAD 83(1995)-  35 37 00.11024(N)    087 50 10.44976(W)     ADJUSTED  
 FD1651* NAVD 88     -       169.53   (meters)     556.2    (feet)  N HEIGHT  
 FD1651  ___________________________________________________________________
 FD1651  X           -     195,990.383 (meters)                     COMP
 FD1651  Y           -  -5,187,295.421 (meters)                     COMP
 FD1651  Z           -   3,693,783.517 (meters)                     COMP
 FD1651  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FD1651  ELLIP HEIGHT-         141.34  (meters)          (08/03/04) GPS OBS
 FD1651  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1651  DYNAMIC HT  -         169.38  (meters)     555.7   (feet)  COMP
 FD1651  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 FD1651
 FD1651  HORZ ORDER  -  B
 FD1651  VERT ORDER  -  THIRD
 FD1651  ELLP ORDER  -  FOURTH    CLASS I
 FD1651
 FD1651.The horizontal coordinates were established by GPS observations
 FD1651.and adjusted by the National Geodetic Survey in December 1995..
 FD1651
 FD1651.The orthometric height was determined by differential leveling
 FD1651.and adjusted by the National Geodetic Survey in August 1996..
 FD1651.The height was determined by precise leveling from only one NSRS
 FD1651.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FD1651.allowed ONLY to validate the GPS-derived height.
 FD1651
 FD1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1651
 FD1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1651
 FD1651.The ellipsoidal height was determined by GPS observations
 FD1651.and is referenced to NAD 83.
 FD1651
 FD1651.The geoid height was determined by GEOID03.
 FD1651
 FD1651.The dynamic height is computed by dividing the NAVD 88
 FD1651.geopotential number by the normal gravity value computed on the
 FD1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1651.degrees latitude (g = 980.6199 gals.).
 FD1651
 FD1651.The modeled gravity was interpolated from observed gravity values.
 FD1651
 FD1651;                    North         East     Units Scale Factor Converg.
 FD1651;SPC TN       -   143,948.562   433,657.882   MT  0.99995556   -1 04 30.0
 FD1651;SPC TN       -   472,271.24  1,422,759.23   sFT  0.99995556   -1 04 30.0
 FD1651;UTM  16      - 3,941,757.797   424,268.138   MT  0.99967067   -0 29 13.2
 FD1651
 FD1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1651!SPC TN       -   0.99997782  x   0.99995556  =   0.99993338
 FD1651!UTM  16      -   0.99997782  x   0.99967067  =   0.99964849
 FD1651
 FD1651                          SUPERSEDED SURVEY CONTROL
 FD1651
 FD1651  ELLIP H (12/14/95)  141.38   (m)                       GP(       ) 1 2
 FD1651  NAD 83(1995)-  35 37 00.11065(N)    087 50 10.45122(W) AD(       ) B
 FD1651  ELLIP H (09/07/90)  141.32   (m)                       GP(       ) 4 1
 FD1651  NAVD 88 (12/14/95)  169.53   (m)          556.2    (f) LEVELING    3  
 FD1651  NGVD 29 (??/??/??)  169.53   (m)          556.2    (f) N HEIGHT    3  
 FD1651
 FD1651.Superseded values are not recommended for survey control.
 FD1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1651.See file dsdata.txt to determine how the superseded data were derived.
 FD1651
 FD1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2426841758(NAD 83)
 FD1651_MARKER: I = METAL ROD
 FD1651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1651_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1651_STAMPING: GPS 43 1987
 FD1651_MARK LOGO: NGS   
 FD1651_PROJECTION: FLUSH
 FD1651_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1651+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1651_ROD/PIPE-DEPTH: 4.60 meters
 FD1651_SLEEVE-DEPTH  : 0.90 meters
 FD1651
 FD1651  HISTORY     - Date     Condition        Report By
 FD1651  HISTORY     - 1987     MONUMENTED       NGS
 FD1651  HISTORY     - 19890713 GOOD
 FD1651  HISTORY     - 19950613 GOOD             NGS
 FD1651  HISTORY     - 20031010 GOOD             TNDT
 FD1651
 FD1651                          STATION DESCRIPTION
 FD1651
 FD1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1651'THE STATION IS LOCATED IN LINDEN, IN FRONT OF THE MERIWETHER LEWIS
 FD1651'ELECTRIC COOPERATIVE OFFICE, IN A TRIANGULAR LAWN ON THE SOUTH SIDE
 FD1651'OF MAIN STREET.
 FD1651'OWNERSHIP--MERIWETHER LEWIS ELECTRIC COOPERATIVE
 FD1651'
 FD1651'TO REACH THE STATION FROM THE COURTHOUSE IN LINDEN GO
 FD1651'EAST FOR 0.16 KM (0.1 MI) ON STATE ROUTES 20 AND 100 (MAIN STREET)
 FD1651'TO THE STATION ON THE RIGHT.
 FD1651'
 FD1651'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 4.6 METERS
 FD1651'(15 FT).  THE LOGO CAP IS STAMPED---GPS 43 1987---, AND A STEEL
 FD1651'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1651'13.7 METERS (45 FT) SOUTH-SOUTHEAST FROM THE CENTER OF MAIN STREET
 FD1651'AND 0.9 METERS (3 FT) ABOVE SAME,
 FD1651'21.9 METERS (72 FT) WEST FROM THE CENTER OF POLK STREET,
 FD1651'21.6 METERS (71 FT) EAST FROM THE CENTER OF OAK STREET,
 FD1651'19.5 METERS (64 FT) WEST FROM A 25 CM (10 IN) WALNUT TREE,
 FD1651'22.9 METERS (75 FT) NORTH-NORTHWEST FROM THE NORTHEAST CORNER OF
 FD1651'THE ELECTRIC COMPANY OFFICE,
 FD1651'1.65 METERS (5.4 FT) NORTH FROM A CURB AT THE NORTH EDGE OF THE
 FD1651'PARKING LOT.
 FD1651
 FD1651                          STATION RECOVERY (1989)
 FD1651
 FD1651'RECOVERED 1989
 FD1651'RECOVERED IN GOOD CONDITION.
 FD1651
 FD1651                          STATION RECOVERY (1995)
 FD1651
 FD1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1651'RECOVERED AS DESCRIBED.
 FD1651
 FD1651                          STATION RECOVERY (2003)
 FD1651
 FD1651'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1651'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2746 ***********************************************************************
 FE2746  CBN         -  This is a Cooperative Base Network Control Station.
 FE2746  PACS        -  This is a Primary Airport Control Station.
 FE2746  DESIGNATION -  GPS 44
 FE2746  PID         -  FE2746
 FE2746  STATE/COUNTY-  TN/HENDERSON
 FE2746  USGS QUAD   -  LEXINGTON (1992)
 FE2746
 FE2746                         *CURRENT SURVEY CONTROL
 FE2746  ___________________________________________________________________
 FE2746* NAD 83(1995)-  35 39 16.41539(N)    088 22 50.45988(W)     ADJUSTED  
 FE2746* NAVD 88     -       156.75   (meters)     514.3    (feet)  N HEIGHT  
 FE2746  ___________________________________________________________________
 FE2746  X           -     146,621.075 (meters)                     COMP
 FE2746  Y           -  -5,186,466.554 (meters)                     COMP
 FE2746  Z           -   3,697,190.417 (meters)                     COMP
 FE2746  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE2746  ELLIP HEIGHT-         128.58  (meters)          (08/03/04) GPS OBS
 FE2746  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2746  DYNAMIC HT  -         156.61  (meters)     513.8   (feet)  COMP
 FE2746  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FE2746
 FE2746  HORZ ORDER  -  B
 FE2746  VERT ORDER  -  THIRD
 FE2746  ELLP ORDER  -  FOURTH    CLASS I
 FE2746
 FE2746.This mark is at Franklin Wilkins Airport (M52)
 FE2746
 FE2746.The horizontal coordinates were established by GPS observations
 FE2746.and adjusted by the National Geodetic Survey in December 1995..
 FE2746
 FE2746.The orthometric height was determined by differential leveling
 FE2746.and adjusted by the National Geodetic Survey in August 1996..
 FE2746.The height was determined by precise leveling from only one NSRS
 FE2746.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2746.allowed ONLY to validate the GPS-derived height.
 FE2746
 FE2746.Photographs are available for this station.
 FE2746
 FE2746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2746
 FE2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2746
 FE2746.The ellipsoidal height was determined by GPS observations
 FE2746.and is referenced to NAD 83.
 FE2746
 FE2746.The geoid height was determined by GEOID03.
 FE2746
 FE2746.The dynamic height is computed by dividing the NAVD 88
 FE2746.geopotential number by the normal gravity value computed on the
 FE2746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2746.degrees latitude (g = 980.6199 gals.).
 FE2746
 FE2746.The modeled gravity was interpolated from observed gravity values.
 FE2746
 FE2746;                    North         East     Units Scale Factor Converg.
 FE2746;SPC TN       -   149,210.603   384,447.938   MT  0.99995328   -1 23 37.5
 FE2746;SPC TN       -   489,535.12  1,261,309.61   sFT  0.99995328   -1 23 37.5
 FE2746;UTM  16      - 3,946,513.063   375,017.967   MT  0.99979249   -0 48 17.6
 FE2746
 FE2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2746!SPC TN       -   0.99997982  x   0.99995328  =   0.99993310
 FE2746!UTM  16      -   0.99997982  x   0.99979249  =   0.99977231
 FE2746
 FE2746:                Primary Azimuth Mark                     Grid Az
 FE2746:SPC TN       -  GPS 44 AZ MK                             149 53 58.9
 FE2746:UTM  16      -  GPS 44 AZ MK                             149 18 39.0
 FE2746
 FE2746|---------------------------------------------------------------------|
 FE2746| PID    Reference Object                     Distance      Geod. Az  |
 FE2746|                                                           dddmmss.s |
 FE2746| FE2778 GPS 44 AZ MK                        APPROX. 0.7 KM 1483021.4 |
 FE2746| FE0064 Q 19                                287.421 METERS 33150     |
 FE2746|---------------------------------------------------------------------|
 FE2746
 FE2746                          SUPERSEDED SURVEY CONTROL
 FE2746
 FE2746  ELLIP H (12/14/95)  128.62   (m)                       GP(       ) 1 2
 FE2746  NAD 83(1995)-  35 39 16.41560(N)    088 22 50.46080(W) AD(       ) B
 FE2746  ELLIP H (09/07/90)  128.60   (m)                       GP(       ) 4 1
 FE2746  NAVD 88 (02/01/05)  156.75   (m)          514.3    (f) LEVELING    3  
 FE2746  NAVD 88 (12/14/95)  156.75   (m)          514.3    (f) LEVELING    3  
 FE2746  NGVD 29 (??/??/??)  156.77   (m)          514.3    (f) N HEIGHT    3  
 FE2746
 FE2746.Superseded values are not recommended for survey control.
 FE2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2746.See file dsdata.txt to determine how the superseded data were derived.
 FE2746
 FE2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7501846513(NAD 83)
 FE2746_MARKER: I = METAL ROD
 FE2746_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2746_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2746_STAMPING: GPS 44 1987
 FE2746_MARK LOGO: NGS   
 FE2746_PROJECTION: FLUSH
 FE2746_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2746+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 FE2746_ROD/PIPE-DEPTH: 5.50 meters
 FE2746_SLEEVE-DEPTH  : 0.90 meters
 FE2746
 FE2746  HISTORY     - Date     Condition        Report By
 FE2746  HISTORY     - 1987     MONUMENTED       NGS
 FE2746  HISTORY     - 19890713 GOOD
 FE2746  HISTORY     - 19950621 GOOD             NGS
 FE2746  HISTORY     - 1999     GOOD             LOWE
 FE2746  HISTORY     - 20031010 GOOD             TNDT
 FE2746  HISTORY     - 20041016 GOOD             INDIV
 FE2746
 FE2746                          STATION DESCRIPTION
 FE2746
 FE2746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2746'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTHEAST OF LEXINGTON,
 FE2746'AT THE LEXINGTON/FRANKLIN WILKINS AIRPORT,
 FE2746'0.16 KM (0.1 MI) EAST OF THE AIRPORT OFFICE AT THE JUNCTION OF THE
 FE2746'TAXIWAY AND THE PAVED RUNWAY.
 FE2746'OWNERSHIP--AIRPORT MANAGER IS RONALD BOEN, OFFICE TELEPHONE
 FE2746'(901)968-3721/8641, HOME TELEPHONE (901)968-2251.  ASSISTANT
 FE2746'MANAGER IS NORMAN SMITH, HOME TELEPHONE (901)968-7759.  THE AIRPORT
 FE2746'IS LOCKED AT NIGHT.
 FE2746'
 FE2746'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 20 AND 22 IN
 FE2746'LEXINGTON GO EAST FOR 0.16 KM (0.1 MI) ON STATE ROUTE 22 TO THE
 FE2746'JUNCTION OF STATE ROUTE 114.
 FE2746'TURN LEFT AND GO NORTH FOR 1.13 KM (0.7 MI) ON STATE ROUTE 114 TO
 FE2746'THE AIRPORT ENTRANCE DRIVE ON THE RIGHT.
 FE2746'TURN RIGHT AND GO SOUTH FOR 0.32 KM (0.2 MI) ON THE AIRPORT
 FE2746'ENTRANCE DRIVE TO THE AIRPORT OFFICE AND THE STATION LOCATED 0.16
 FE2746'KM (0.1 MI) EAST OF THE AIRPORT OFFICE AT THE JUNCTION OF THE
 FE2746'TAXIWAY AND THE PAVED RUNWAY.
 FE2746'
 FE2746'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 5.5 METERS
 FE2746'(18 FT).  THE LOGO CAP IS STAMPED---GPS 44 1987---, AND A STEEL
 FE2746'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED ON LINE WITH THE
 FE2746'NORTHWEST EDGE OF THE TURF RUNWAY,
 FE2746'26.8 METERS (88 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED
 FE2746'RUNWAY AND 0.3 METERS (1 FT) BELOW SAME,
 FE2746'17.4 METERS (57 FT) SOUTH-SOUTHEAST FROM THE TAXIWAY CENTER,
 FE2746'42.7 METERS (140 FT) SOUTHEAST FROM A STROBE,
 FE2746'0.46 METERS (1.5 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 FE2746
 FE2746                          STATION RECOVERY (1989)
 FE2746
 FE2746'RECOVERED 1989
 FE2746'RECOVERED IN GOOD CONDITION.
 FE2746
 FE2746                          STATION RECOVERY (1995)
 FE2746
 FE2746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2746'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF LEXINGTON,
 FE2746'AT THE LEXINGTON/FRANKLIN WILKINS AIRPORT, 0.16 KM (0.10 MI) EAST OF
 FE2746'THE AIRPORT OFFICE, AT THE JUNCTION OF THE TAXIWAY AND A PAVED RUNWAY.
 FE2746'OWNERSHIP--CITY OF LEXINGTON, BILL BROWN, AIRPORT MANAGER, PHONE
 FE2746'901-968-8641 (AIRPORT), 968-5833 AND 967-0625 (HOME). ALTERNATE
 FE2746'CONTACT IS R.V. WOOD, PHONE 968-7730.  CONTACT AIRPORT PRIOR TO
 FE2746'OBSERVATIONS AS GATE IS LOCKED AT NIGHT.  TO REACH THE STATION FROM
 FE2746'THE JUNCTION OF U.S. HIGHWAY 412 AND STATE ROUTE 22 IN LEXINGTON, GO
 FE2746'EAST FOR 0.16 KM (0.10 MI) ON HIGHWAY 412 TO THE JUNCTION OF STATE
 FE2746'ROUTE 114.  TURN LEFT AND GO NORTH FOR 1.13 KM (0.70 MI) ON STATE
 FE2746'ROUTE 114 TO THE AIRPORT ENTRANCE DRIVE ON RIGHT. TURN RIGHT AND GO
 FE2746'SOUTH FOR 0.40 KM (0.25 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE
 FE2746'AIRPORT OFFICE ON LEFT, AT A CIRCULAR DRIVEWAY, AND A GATE BETWEEN
 FE2746'AIRPORT OFFICE AND THE AIRPORT BEACON TOWER.  PASS THROUGH GATE AND GO
 FE2746'SOUTHEAST, THEN EAST-SOUTHEAST FOR 0.08 KM (0.05 MI) ON A PAVED DRIVE
 FE2746'AND ACROSS APRON TO THE JUNCTION OF TAXIWAY.  TURN LEFT AND GO
 FE2746'NORTHEAST ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO A FORK IN TAXIWAY.
 FE2746'FOLLOW THE RIGHT FORK AND CONTINUE NORTHEAST ON THE TAXIWAY FOR ABOUT
 FE2746'43 M (141.1 FT) TO THE JUNCTION OF PAVED RUNWAY AND THE STATION ON
 FE2746'RIGHT.  TOP OF ROD IS RECESSED 7 CM BELOW GROUND.  LOCATED ON LINE
 FE2746'WITH THE NORTHWEST EDGE OF THE TURF RUNWAY, 26.8 M (87.9 FT)
 FE2746'SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED RUNWAY AND 0.3 M (1.0 FT)
 FE2746'BELOW SAME, 17.4 M (57.1 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 FE2746'TAXIWAY, 42.7 M (140.1 FT) SOUTHEAST FROM A STROBE AND 0.46 M (1.51
 FE2746'FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS
 FE2746'EMBEDDED IN THE CONCRETE.
 FE2746
 FE2746                          STATION RECOVERY (1999)
 FE2746
 FE2746'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2746'RECOVERED 1999
 FE2746'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2746'AIRPORT CONTROL STATION.
 FE2746' 
 FE2746' 
 FE2746'
 FE2746
 FE2746                          STATION RECOVERY (2003)
 FE2746
 FE2746'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2746'RECOVERED AS DESCRIBED.
 FE2746
 FE2746                          STATION RECOVERY (2004)
 FE2746
 FE2746'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (AJM)
 FE2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2778 ***********************************************************************
 FE2778  SACS        -  This is a Secondary Airport Control Station.
 FE2778  DESIGNATION -  GPS 44 AZ MK
 FE2778  PID         -  FE2778
 FE2778  STATE/COUNTY-  TN/HENDERSON
 FE2778  USGS QUAD   -  LEXINGTON (1992)
 FE2778
 FE2778                         *CURRENT SURVEY CONTROL
 FE2778  ___________________________________________________________________
 FE2778* NAD 83(1995)-  35 38 58.17979(N)    088 22 36.77222(W)     ADJUSTED  
 FE2778* NAVD 88     -       155.49   (meters)     510.1    (feet)  GPS OBS   
 FE2778  ___________________________________________________________________
 FE2778  X           -     146,974.496 (meters)                     COMP
 FE2778  Y           -  -5,186,783.246 (meters)                     COMP
 FE2778  Z           -   3,696,732.989 (meters)                     COMP
 FE2778  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FE2778  ELLIP HEIGHT-         127.32  (meters)          (08/03/04) GPS OBS
 FE2778  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2778
 FE2778  HORZ ORDER  -  FIRST
 FE2778  ELLP ORDER  -  FOURTH    CLASS I
 FE2778
 FE2778.This mark is at Franklin Wilkins Airport (M52)
 FE2778
 FE2778.The horizontal coordinates were established by GPS observations
 FE2778.and adjusted by the National Geodetic Survey in February 2001..
 FE2778
 FE2778.The orthometric height was determined by GPS observations and a
 FE2778.high-resolution geoid model.
 FE2778
 FE2778.GPS derived orthometric heights for airport stations designated as
 FE2778.PACS or SACS are published to 2 decimal places.  This maintains
 FE2778.centimeter relative accuracy between the PACS and SACS.  It does
 FE2778.not indicate centimeter accuracy relative to other marks which are
 FE2778.part of the NAVD 88 network.
 FE2778
 FE2778.Photographs are available for this station.
 FE2778
 FE2778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2778
 FE2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2778
 FE2778.The ellipsoidal height was determined by GPS observations
 FE2778.and is referenced to NAD 83.
 FE2778
 FE2778.The geoid height was determined by GEOID03.
 FE2778
 FE2778;                    North         East     Units Scale Factor Converg.
 FE2778;SPC TN       -   148,640.404   384,778.476   MT  0.99995356   -1 23 29.5
 FE2778;SPC TN       -   487,664.39  1,262,394.05   sFT  0.99995356   -1 23 29.5
 FE2778;UTM  16      - 3,945,946.382   375,354.292   MT  0.99979145   -0 48 09.3
 FE2778
 FE2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2778!SPC TN       -   0.99998002  x   0.99995356  =   0.99993358
 FE2778!UTM  16      -   0.99998002  x   0.99979145  =   0.99977147
 FE2778
 FE2778:                Primary Azimuth Mark                     Grid Az
 FE2778:SPC TN       -  GPS 44                                   329 53 58.9
 FE2778:UTM  16      -  GPS 44                                   329 18 38.7
 FE2778
 FE2778|---------------------------------------------------------------------|
 FE2778| PID    Reference Object                     Distance      Geod. Az  |
 FE2778|                                                           dddmmss.s |
 FE2778| FE2746 GPS 44                              APPROX. 0.7 KM 3283029.4 |
 FE2778|---------------------------------------------------------------------|
 FE2778
 FE2778                          SUPERSEDED SURVEY CONTROL
 FE2778
 FE2778  ELLIP H (02/20/01)  127.36   (m)                       GP(       ) 2 1
 FE2778  NAD 83(1995)-  35 38 58.17997(N)    088 22 36.77201(W) AD(       ) 3
 FE2778  ELLIP H (04/12/99)  127.37   (m)                       GP(       ) 4 1
 FE2778  NAD 83(1995)-  35 38 58.18018(N)    088 22 36.77293(W) AD(       ) 3
 FE2778  NGVD 29 (09/17/90)  155.5    (m)          510.     (f) GPS OBS        
 FE2778
 FE2778.Superseded values are not recommended for survey control.
 FE2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2778.See file dsdata.txt to determine how the superseded data were derived.
 FE2778
 FE2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7535445946(NAD 83)
 FE2778_MARKER: I = METAL ROD
 FE2778_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2778_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2778_STAMPING: GPS 44 AZ MK 1987
 FE2778_MARK LOGO: NGS   
 FE2778_PROJECTION: RECESSED 5 CENTIMETERS
 FE2778_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2778+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2778_ROD/PIPE-DEPTH: 6.40 meters
 FE2778_SLEEVE-DEPTH  : 0.90 meters
 FE2778
 FE2778  HISTORY     - Date     Condition        Report By
 FE2778  HISTORY     - 1987     MONUMENTED       NGS
 FE2778  HISTORY     - 19890710 GOOD
 FE2778  HISTORY     - 1999     GOOD             LOWE
 FE2778  HISTORY     - 20031010 GOOD             TNDT
 FE2778
 FE2778                          STATION DESCRIPTION
 FE2778
 FE2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2778'0.10 MILE EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 FE2778'HIGHWAY 22 IN LEXINGTON, TO THE JUNCTION OF STATE HIGHWAY 114,
 FE2778'THENCE 0.70 MILE NORTH ALONG STATE HIGHWAY 114 TO THE JUNCTION OF THE
 FE2778'AIRPORT ENTRANCE DRIVE, THENCE 0.20 MILE SOUTH ALONG AIRPORT ENTRANCE
 FE2778'DRIVE TO THE OFFICE BUILDING FOR THE RUNWAY, FOR THE FRANKLIN WILKINS
 FE2778'AIRPORT, THENCE 0.10 MILE EAST ALONG TAXIWAY TO THE JUNCTION OF THE
 FE2778'RUNWAY, THENCE 0.40 MILE SOUTHEAST ALONG RIGHT SIDE OF RUNWAY TO MARK,
 FE2778'ALSO ACROSS THE RUNWAY FROM A NATIONAL GUARD BUILDING, A 3-D MARK, A
 FE2778'STAINLESS STEEL ROD DRIVEN 21.0 FEET TO REFUSAL, 4 INCHES BELOW GROUND
 FE2778'ENCASED IN A 3 FOOT GREASED FILLED 1 INCHES PVC PIPE ENCASED IN A 5
 FE2778'INCH PVC PIPE WITH LOGO CAP AND ---STAMPED GPS 44 AZ MK 1987, 2 INCHES
 FE2778'BELOW GROUND, WITH A REBAR IN CONCRETE 43.8 FEET SOUTHWEST OF
 FE2778'SOUTHWEST EDGE OF RUNWAY, 33.0 FEET SOUTHWEST OF THE ELEVENTH WHITE
 FE2778'RUNLIGHT FROM THE JUNCTION OF TAXIWAY AND RUNWAY, AND 1.0 FOOT EAST
 FE2778'OF A FIBERGLASS WITNESS POST.
 FE2778
 FE2778                          STATION RECOVERY (1989)
 FE2778
 FE2778'RECOVERED 1989
 FE2778'RECOVERED IN GOOD CONDITION.
 FE2778
 FE2778                          STATION RECOVERY (1999)
 FE2778
 FE2778'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2778'RECOVERED 1999
 FE2778'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2778'SECONDARY AIRPORT CONTROL STATION.
 FE2778' 
 FE2778' 
 FE2778'
 FE2778
 FE2778                          STATION RECOVERY (2003)
 FE2778
 FE2778'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2778'THE AZIMUTH MARK IS LOCATED ABOUT 1.6 KM (1 MI) NORTHEAST OF
 FE2778'LEXINGTON, AT THE LEXINGTON/FRANKLIN WILKINS AIRPORT.
 FE2778'OWNERSHIP--AIRPORT MANAGER IS R V WOODS, OFFICE TELEPHONE (901)
 FE2778'968-3666/8641, HOME TELEPHONE (901) 968-7730.  ASSISTANT MANAGER IS
 FE2778'BILL MEALS, HOME TELEPHONE (901) 968-7759.  THE AIRPORT IS LOCKED AT
 FE2778'NIGHT.
 FE2778' 
 FE2778'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF US HIGHWAY 412/STATE
 FE2778'ROUTE 20 AND STATE ROUTE 22 IN LEXINGTON GO EAST FOR 0.16 KM (0.1 MI)
 FE2778'ON US HIGHWAY 412/STATE ROUTE 20 TO THE JUNCTION OF STATE ROUTE 114.
 FE2778'TURN LEFT AND GO NORTH FOR 1.13 KM (0.7 MI) ON STATE ROUTE 114 TO THE
 FE2778'AIRPORT ENTRANCE DRIVE ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.32
 FE2778'KM (0.2 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE.  THEN
 FE2778'GO NORTHEAST ALONG THE TAXIWAY 0.16 KM (0.1 MI) TO THE JUNCTION OF THE
 FE2778'RUNWAY, TURN RIGHT AND GO 0.65 KM (0.4 MI) NORTHEAST ALONG THE
 FE2778'SOUTHWEST SIDE OF THE RUNWAY TO THE MARK ON THE RIGHT.
 FE2778' 
 FE2778'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 6.4 M
 FE2778'(21 FT).  THE LOGO CAP IS STAMPED--GPS 44 AZ MK 1987--, AND A STEEL
 FE2778'REBAR IS EMBEDDED IN THE CONCRETE.  LOCATED ACROSS THE RUNWAY FROM A
 FE2778'NATIONAL GUARD BUILDING (VISIBLE ONLY IN THE FALL AND WINTER), 13.4 M
 FE2778'(43.8 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, 10.1 M (33
 FE2778'FT) SOUTHWEST OF THE 12TH WHITE RUN LIGHT FROM THE JUNCTION OF TAXIWAY
 FE2778'AND RUNWAY 0.6 KM (0.4 MI) AND 0.3 M (1 FT) EAST OF A FIBERGLASS
 FE2778'WITNESS POST.
 FE2778' 
 FE2778'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FE2778'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2747 ***********************************************************************
 FE2747  CBN         -  This is a Cooperative Base Network Control Station.
 FE2747  DESIGNATION -  GPS 45
 FE2747  PID         -  FE2747
 FE2747  STATE/COUNTY-  TN/MADISON
 FE2747  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2747
 FE2747                         *CURRENT SURVEY CONTROL
 FE2747  ___________________________________________________________________
 FE2747* NAD 83(1995)-  35 34 11.15853(N)    088 48 37.73490(W)     ADJUSTED  
 FE2747* NAVD 88     -       120.44   (meters)     395.1    (feet)  N HEIGHT  
 FE2747  ___________________________________________________________________
 FE2747  X           -     107,824.663 (meters)                     COMP
 FE2747  Y           -  -5,192,868.082 (meters)                     COMP
 FE2747  Z           -   3,689,520.622 (meters)                     COMP
 FE2747  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FE2747  ELLIP HEIGHT-          92.22  (meters)          (08/03/04) GPS OBS
 FE2747  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2747  DYNAMIC HT  -         120.33  (meters)     394.8   (feet)  COMP
 FE2747  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 FE2747
 FE2747  HORZ ORDER  -  B
 FE2747  VERT ORDER  -  THIRD
 FE2747  ELLP ORDER  -  FOURTH    CLASS I
 FE2747
 FE2747.The horizontal coordinates were established by GPS observations
 FE2747.and adjusted by the National Geodetic Survey in December 1995..
 FE2747
 FE2747.The orthometric height was determined by differential leveling
 FE2747.and adjusted by the National Geodetic Survey in August 1996..
 FE2747.The height was determined by precise leveling from only one NSRS
 FE2747.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2747.allowed ONLY to validate the GPS-derived height.
 FE2747
 FE2747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2747
 FE2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2747
 FE2747.The ellipsoidal height was determined by GPS observations
 FE2747.and is referenced to NAD 83.
 FE2747
 FE2747.The geoid height was determined by GEOID03.
 FE2747
 FE2747.The dynamic height is computed by dividing the NAVD 88
 FE2747.geopotential number by the normal gravity value computed on the
 FE2747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2747.degrees latitude (g = 980.6199 gals.).
 FE2747
 FE2747.The modeled gravity was interpolated from observed gravity values.
 FE2747
 FE2747;                    North         East     Units Scale Factor Converg.
 FE2747;SPC TN       -   140,838.947   345,272.828   MT  0.99995898   -1 38 43.3
 FE2747;SPC TN       -   462,069.11  1,132,782.60   sFT  0.99995898   -1 38 43.3
 FE2747;UTM  16      - 3,937,739.078   335,934.980   MT  0.99993171   -1 03 12.2
 FE2747
 FE2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2747!SPC TN       -   0.99998553  x   0.99995898  =   0.99994451
 FE2747!UTM  16      -   0.99998553  x   0.99993171  =   0.99991724
 FE2747
 FE2747                          SUPERSEDED SURVEY CONTROL
 FE2747
 FE2747  ELLIP H (12/14/95)   92.26   (m)                       GP(       ) 1 2
 FE2747  NAD 83(1995)-  35 34 11.15827(N)    088 48 37.73514(W) AD(       ) B
 FE2747  ELLIP H (09/07/90)   92.26   (m)                       GP(       ) 4 1
 FE2747  NAVD 88 (12/14/95)  120.44   (m)          395.1    (f) LEVELING    3  
 FE2747  NGVD 29 (??/??/??)  120.47   (m)          395.2    (f) N HEIGHT    3  
 FE2747
 FE2747.Superseded values are not recommended for survey control.
 FE2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2747.See file dsdata.txt to determine how the superseded data were derived.
 FE2747
 FE2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3593537739(NAD 83)
 FE2747_MARKER: I = METAL ROD
 FE2747_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2747_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2747_STAMPING: GPS 45 1987
 FE2747_MARK LOGO: NGS   
 FE2747_PROJECTION: FLUSH
 FE2747_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2747+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2747_ROD/PIPE-DEPTH: 25.9 meters
 FE2747_SLEEVE-DEPTH  : 0.90 meters
 FE2747
 FE2747  HISTORY     - Date     Condition        Report By
 FE2747  HISTORY     - 1987     MONUMENTED       NGS
 FE2747  HISTORY     - 19930427 GOOD             NOS
 FE2747  HISTORY     - 19950622 GOOD             NGS
 FE2747  HISTORY     - 20031010 GOOD             TNDT
 FE2747
 FE2747                          STATION DESCRIPTION
 FE2747
 FE2747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2747'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH OF JACKSON, ON THE
 FE2747'PROPERTY OF THE SOUTH SIDE HIGH SCHOOL JUST SOUTH OF THE STADIUM.
 FE2747'OWNERSHIP--STATION IS ON SCHOOL PROPERTY AND IS ACCESSIBLE AT ALL
 FE2747'TIMES WITH NO PRIOR ARRANGEMENTS NEEDED.
 FE2747'
 FE2747'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON GO
 FE2747'SOUTH FOR 5.2 KM (3.2 MI) ON U.S. HIGHWAY 45 TO THE JUNCTION OF
 FE2747'HARTS BRIDGE ROAD.
 FE2747'TURN LEFT AND GO EAST FOR 0.32 KM (0.2 MI) ON HARTS BRIDGE ROAD TO
 FE2747'THE STATION ON THE LEFT.
 FE2747'
 FE2747'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 25.9
 FE2747'METERS (85 FT).  THE LOGO CAP IS STAMPED---GPS 45 1987---, AND A
 FE2747'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2747'67.21 METERS (220.5 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 FE2747'GRANDSTAND,
 FE2747'73.2 METERS (240 FT) EAST FROM THE JUNCTION OF A HIGH VOLTAGE POWER
 FE2747'LINE AND THE ROAD,
 FE2747'9.8 METERS (32 FT) NORTH FROM THE ROAD CENTER AND 0.6 METERS (2 FT)
 FE2747'BELOW SAME,
 FE2747'19.66 METERS (64.5 FT) EAST FROM A UTILITY POLE NUMBERED 88,
 FE2747'1.07 METERS (3.5 FT) WEST FROM A FIBERGLASS WITNESS POST AT A 1.8
 FE2747'METERS (6 FT) WIRE MESH FENCE.
 FE2747
 FE2747                          STATION RECOVERY (1993)
 FE2747
 FE2747'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FE2747'RECOVERED AS DESCRIBED.
 FE2747
 FE2747                          STATION RECOVERY (1995)
 FE2747
 FE2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2747'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH OF JACKSON, ON THE
 FE2747'PROPERTY OF THE SOUTH SIDE HIGH SCHOOL, JUST SOUTH OF THE STADIUM.
 FE2747'OWNERSHIP--CITY OF JACKSON/MADISON COUNTY BOARD OF EDUCATION, 310
 FE2747'NORTH PARKWAY, JACKSON TN.  CONTACT JIMMY ARNOLD, SCHOOL PRINCIPAL,
 FE2747'PRIOR TO OBSERVATIONS, PHONE 901-422-9923 (SCHOOL), 427-9006 (HOME).
 FE2747'TO REACH THE STATION FROM THE MADISON COUNTY COURTHOUSE IN JACKSON, GO
 FE2747'SOUTH FOR 5.2 KM (3.25 MI) ON U.S. HIGHWAY 45, STATE ROUTE 5 TO THE
 FE2747'JUNCTION OF HARTS BRIDGE ROAD.  TURN LEFT AND GO EAST FOR 0.25 MI
 FE2747'(0.40 KM) ON HARTS BRIDGE ROAD TO THE STATION ON LEFT. TOP OF ROD IS
 FE2747'RECESSED 12 CM BELOW GROUND.  LOCATED 67.21 M (220.50 FT) SOUTHEAST
 FE2747'FROM THE SOUTHEAST CORNER OF THE GRANDSTAND, 73.2 M (240.2 FT) EAST
 FE2747'FROM THE JUNCTION OF A HIGH VOLTAGE POWERLINE AND THE ROAD, 9.8 M
 FE2747'(32.2 FT) NORTH FROM THE ROAD CENTER AND 0.6 M (2.0 FT) BELOW SAME,
 FE2747'19.66 M (64.50 FT) EAST FROM UTILITY POLE NUMBER 88, 1.07 M (3.51 FT)
 FE2747'WEST FROM A FIBERGLASS WITNESS POST AT A 1.8 M (5.9 FT) WIRE MESH
 FE2747'FENCE AND 1.65 M (5.41 FT) NORTHWEST FROM A CORNER FENCE POST.  A
 FE2747'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FE2747
 FE2747                          STATION RECOVERY (2003)
 FE2747
 FE2747'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2748 ***********************************************************************
 FE2748  CBN         -  This is a Cooperative Base Network Control Station.
 FE2748  DESIGNATION -  GPS 46
 FE2748  PID         -  FE2748
 FE2748  STATE/COUNTY-  TN/HAYWOOD
 FE2748  USGS QUAD   -  SUNNYHILL (1983)
 FE2748
 FE2748                         *CURRENT SURVEY CONTROL
 FE2748  ___________________________________________________________________
 FE2748* NAD 83(1995)-  35 32 25.93758(N)    089 14 21.79851(W)     ADJUSTED  
 FE2748* NAVD 88     -       116.33   (meters)     381.7    (feet)  N HEIGHT  
 FE2748  ___________________________________________________________________
 FE2748  X           -      68,974.061 (meters)                     COMP
 FE2748  Y           -  -5,195,412.248 (meters)                     COMP
 FE2748  Z           -   3,686,880.156 (meters)                     COMP
 FE2748  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FE2748  ELLIP HEIGHT-          88.49  (meters)          (08/03/04) GPS OBS
 FE2748  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2748  DYNAMIC HT  -         116.22  (meters)     381.3   (feet)  COMP
 FE2748  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 FE2748
 FE2748  HORZ ORDER  -  B
 FE2748  VERT ORDER  -  THIRD
 FE2748  ELLP ORDER  -  FOURTH    CLASS I
 FE2748
 FE2748.The horizontal coordinates were established by GPS observations
 FE2748.and adjusted by the National Geodetic Survey in December 1995..
 FE2748
 FE2748.The orthometric height was determined by differential leveling
 FE2748.and adjusted by the National Geodetic Survey in August 1996..
 FE2748.The height was determined by precise leveling from only one NSRS
 FE2748.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2748.allowed ONLY to validate the GPS-derived height.
 FE2748
 FE2748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2748
 FE2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2748
 FE2748.The ellipsoidal height was determined by GPS observations
 FE2748.and is referenced to NAD 83.
 FE2748
 FE2748.The geoid height was determined by GEOID03.
 FE2748
 FE2748.The dynamic height is computed by dividing the NAVD 88
 FE2748.geopotential number by the normal gravity value computed on the
 FE2748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2748.degrees latitude (g = 980.6199 gals.).
 FE2748
 FE2748.The modeled gravity was interpolated from observed gravity values.
 FE2748
 FE2748;                    North         East     Units Scale Factor Converg.
 FE2748;SPC TN       -   138,799.476   306,304.956   MT  0.99996145   -1 53 47.3
 FE2748;SPC TN       -   455,377.95  1,004,935.51   sFT  0.99996145   -1 53 47.3
 FE2748;UTM  16      - 3,935,296.191   296,988.108   MT  1.00010791   -1 18 07.8
 FE2748
 FE2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2748!SPC TN       -   0.99998611  x   0.99996145  =   0.99994756
 FE2748!UTM  16      -   0.99998611  x   1.00010791  =   1.00009402
 FE2748
 FE2748                          SUPERSEDED SURVEY CONTROL
 FE2748
 FE2748  ELLIP H (12/14/95)   88.51   (m)                       GP(       ) 1 2
 FE2748  NAD 83(1995)-  35 32 25.93720(N)    089 14 21.79833(W) AD(       ) B
 FE2748  ELLIP H (09/07/90)   88.53   (m)                       GP(       ) 4 1
 FE2748  NAVD 88 (12/14/95)  116.33   (m)          381.7    (f) LEVELING    3  
 FE2748  NGVD 29 (??/??/??)  116.33   (m)          381.7    (f) N HEIGHT    3  
 FE2748
 FE2748.Superseded values are not recommended for survey control.
 FE2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2748.See file dsdata.txt to determine how the superseded data were derived.
 FE2748
 FE2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9698835296(NAD 83)
 FE2748_MARKER: I = METAL ROD
 FE2748_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2748_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2748_STAMPING: GPS 46 1987
 FE2748_MARK LOGO: NGS   
 FE2748_PROJECTION: FLUSH
 FE2748_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2748+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2748_ROD/PIPE-DEPTH: 7.30 meters
 FE2748_SLEEVE-DEPTH  : 0.90 meters
 FE2748
 FE2748  HISTORY     - Date     Condition        Report By
 FE2748  HISTORY     - 1987     MONUMENTED       NGS
 FE2748  HISTORY     - 19890626 GOOD
 FE2748  HISTORY     - 19930427 GOOD             NOS
 FE2748  HISTORY     - 19950620 GOOD             NGS
 FE2748  HISTORY     - 20031010 GOOD             TNDT
 FE2748
 FE2748                          STATION DESCRIPTION
 FE2748
 FE2748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2748'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTH-SOUTHEAST OF
 FE2748'BROWNSVILLE ON THE NORTH RIGHT-OF-WAY OF INTERSTATE 40,
 FE2748'0.8 KM (0.5 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 40 AND
 FE2748'STATE ROUTE 76 (EXIT 56).
 FE2748'OWNERSHIP--FEDERAL RIGHT-OF-WAY.
 FE2748'
 FE2748'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FE2748'ROUTE 76 (EXIT 56) ABOUT 6.4 KM (4 MI) SOUTH-SOUTHEAST OF
 FE2748'BROWNSVILLE GO EAST FOR 0.8 KM (0.5 MI) ON INTERSTATE 40 TO THE
 FE2748'STATION ON THE LEFT.
 FE2748'
 FE2748'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 7.3 METERS
 FE2748'(24 FT).  THE LOGO CAP IS STAMPED---GPS 46 1987---, AND A STEEL
 FE2748'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2748'40.2 METERS (132 FT) NORTHEAST FROM A MILE MARKER NUMBERED 57,
 FE2748'15.70 METERS (51.5 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF THE
 FE2748'CONCRETE PAVEMENT AND 0.9 METERS (3 FT) ABOVE SAME,
 FE2748'10.52 METERS (34.5 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS
 FE2748'POST AT THE NORTH RIGHT-OF-WAY FENCE.
 FE2748
 FE2748                          STATION RECOVERY (1989)
 FE2748
 FE2748'RECOVERED 1989
 FE2748'RECOVERED IN GOOD CONDITION.
 FE2748
 FE2748                          STATION RECOVERY (1993)
 FE2748
 FE2748'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FE2748'RECOVERED AS DESCRIBED.
 FE2748
 FE2748                          STATION RECOVERY (1995)
 FE2748
 FE2748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2748'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH-SOUTHEAST OF
 FE2748'BROWNSVILLE, ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, 0.8
 FE2748'KM (0.50 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 40
 FE2748'AND STATE ROUTE 76 (EXIT 56).  OWNERSHIP--FEDERAL RIGHT-OF-WAY.  TO
 FE2748'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE
 FE2748'ROUTE 19 (EXIT 60), ABOUT 8.1 KM (5.05 MI) SOUTHEAST OF BROWNSVILLE,
 FE2748'GO WEST FOR 5.0 KM (3.10 MI) ON INTERSTATE HIGHWAY 40 TO THE STATION
 FE2748'ON THE RIGHT.  LOCATED 39.8 M (130.6 FT) NORTHEAST FROM A MILE MARKER
 FE2748'NUMBER 57, 15.7 M (51.5 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF THE
 FE2748'CONCRETE PAVEMENT, 10.2 M (33.5 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS
 FE2748'WITNESS POST AT THE NORTH RIGHT-OF-WAY FENCE AND 0.9 METERS (3.0 FT)
 FE2748'ABOVE THE HIGHWAY.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FE2748
 FE2748                          STATION RECOVERY (2003)
 FE2748
 FE2748'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2748'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2749 ***********************************************************************
 FE2749  FBN         -  This is a Federal Base Network Control Station.
 FE2749  PACS        -  This is a Primary Airport Control Station.
 FE2749  DESIGNATION -  GPS 47
 FE2749  PID         -  FE2749
 FE2749  STATE/COUNTY-  TN/TIPTON
 FE2749  USGS QUAD   -  GIFT (1983)
 FE2749
 FE2749                         *CURRENT SURVEY CONTROL
 FE2749  ___________________________________________________________________
 FE2749* NAD 83(1995)-  35 35 23.72751(N)    089 35 07.90381(W)     ADJUSTED  
 FE2749* NAVD 88     -        82.26   (meters)     269.9    (feet)  N HEIGHT  
 FE2749  ___________________________________________________________________
 FE2749  X           -      37,562.755 (meters)                     COMP
 FE2749  Y           -  -5,192,519.893 (meters)                     COMP
 FE2749  Z           -   3,691,317.965 (meters)                     COMP
 FE2749  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 FE2749  ELLIP HEIGHT-          54.95  (meters)          (08/03/04) GPS OBS
 FE2749  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2749  DYNAMIC HT  -          82.19  (meters)     269.7   (feet)  COMP
 FE2749  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE2749
 FE2749  HORZ ORDER  -  A
 FE2749  VERT ORDER  -  THIRD
 FE2749  ELLP ORDER  -  FOURTH    CLASS I
 FE2749
 FE2749.This mark is at Covington Airport (M04)
 FE2749
 FE2749.The horizontal coordinates were established by GPS observations
 FE2749.and adjusted by the National Geodetic Survey in July 1992..
 FE2749
 FE2749.The orthometric height was determined by differential leveling
 FE2749.and adjusted by the National Geodetic Survey in August 1996..
 FE2749.The height was determined by precise leveling from only one NSRS
 FE2749.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2749.allowed ONLY to validate the GPS-derived height.
 FE2749
 FE2749.Photographs are available for this station.
 FE2749
 FE2749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2749
 FE2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2749
 FE2749.The ellipsoidal height was determined by GPS observations
 FE2749.and is referenced to NAD 83.
 FE2749
 FE2749.The geoid height was determined by GEOID03.
 FE2749
 FE2749.The dynamic height is computed by dividing the NAVD 88
 FE2749.geopotential number by the normal gravity value computed on the
 FE2749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2749.degrees latitude (g = 980.6199 gals.).
 FE2749
 FE2749.The modeled gravity was interpolated from observed gravity values.
 FE2749
 FE2749;                    North         East     Units Scale Factor Converg.
 FE2749;SPC TN       -   145,369.229   275,136.637   MT  0.99995743   -2 05 56.8
 FE2749;SPC TN       -   476,932.21    902,677.45   sFT  0.99995743   -2 05 56.8
 FE2749;UTM  16      - 3,941,543.881   265,746.143   MT  1.00027627   -1 30 19.5
 FE2749
 FE2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2749!SPC TN       -   0.99999138  x   0.99995743  =   0.99994881
 FE2749!UTM  16      -   0.99999138  x   1.00027627  =   1.00026764
 FE2749
 FE2749:                Primary Azimuth Mark                     Grid Az
 FE2749:SPC TN       -  GPS 47 AZ MK                             191 57 59.5
 FE2749:UTM  16      -  GPS 47 AZ MK                             191 22 22.2
 FE2749
 FE2749|---------------------------------------------------------------------|
 FE2749| PID    Reference Object                     Distance      Geod. Az  |
 FE2749|                                                           dddmmss.s |
 FE2749| FE2779 GPS 47 AZ MK                        APPROX. 0.6 KM 1895202.7 |
 FE2749|---------------------------------------------------------------------|
 FE2749
 FE2749                          SUPERSEDED SURVEY CONTROL
 FE2749
 FE2749  NAD 83(1995)-  35 35 23.72751(N)    089 35 07.90381(W) AD(       ) A
 FE2749  NAVD 88 (09/07/94)   82.26   (m)          269.9    (f) LEVELING    3  
 FE2749  NGVD 29 (??/??/??)   82.22   (m)          269.8    (f) N HEIGHT    3  
 FE2749
 FE2749.Superseded values are not recommended for survey control.
 FE2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2749.See file dsdata.txt to determine how the superseded data were derived.
 FE2749
 FE2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6574641544(NAD 83)
 FE2749_MARKER: I = METAL ROD
 FE2749_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2749_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2749_STAMPING: GPS 47 1987
 FE2749_MARK LOGO: NGS   
 FE2749_PROJECTION: FLUSH
 FE2749_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2749+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2749_ROD/PIPE-DEPTH: 18.0 meters
 FE2749_SLEEVE-DEPTH  : 0.90 meters
 FE2749
 FE2749  HISTORY     - Date     Condition        Report By
 FE2749  HISTORY     - 1987     MONUMENTED       NGS
 FE2749  HISTORY     - 1987     GOOD             NGS
 FE2749  HISTORY     - 1987     GOOD             NGS
 FE2749  HISTORY     - 19890626 GOOD
 FE2749  HISTORY     - 19900322 GOOD             NGS
 FE2749  HISTORY     - 19910102 GOOD             NGS
 FE2749  HISTORY     - 19910312 GOOD             NGS
 FE2749  HISTORY     - 19931012 GOOD             NGS
 FE2749  HISTORY     - 19940314 GOOD
 FE2749  HISTORY     - 19950216 GOOD             NGS
 FE2749  HISTORY     - 19950620 GOOD             NGS
 FE2749  HISTORY     - 19970220 GOOD             NGS
 FE2749  HISTORY     - 1999     GOOD             LOWE
 FE2749  HISTORY     - 20000819 GOOD             LOCENG
 FE2749  HISTORY     - 20010326 GOOD             INDIV
 FE2749  HISTORY     - 20031010 GOOD             TNDT
 FE2749
 FE2749                          STATION DESCRIPTION
 FE2749
 FE2749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2749'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHEAST OF COVINGTON,
 FE2749'ON THE COVINGTON MUNICIPAL AIRPORT 106.7 METERS (350 FT) WEST OF
 FE2749'THE AIRPORT OFFICE AND AT THE NORTH END OF THE RUNWAY.
 FE2749'OWNERSHIP--AIRPORT MANAGER IS DAVE PEELER OR HOWARD FREEMAN,
 FE2749'TELEPHONE (901)476-1392.  THE AIRPORT IS LOCKED AFTER DARK.
 FE2749'
 FE2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2749'ROUTE 59 AT COVINGTON GO NORTH FOR 1.77 KM (1.1 MI) ON U.S. HIGHWAY
 FE2749'51 TO THE JUNCTION OF STATE ROUTE 384.
 FE2749'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 2.25 KM (1.4 MI) ON U.S.
 FE2749'HIGHWAY 51 TO THE JUNCTION OF COUNTY ROAD 8391.
 FE2749'TURN RIGHT AND GO EAST FOR 4.51 KM (2.8 MI) ON COUNTY ROAD 8391 TO
 FE2749'THE AIRPORT.
 FE2749'TURN RIGHT AND GO SOUTH FOR 0.16 KM (0.1 MI) ON THE AIRPORT
 FE2749'PROPERTY TO THE AIRPORT OFFICE AND THE STATION.
 FE2749'
 FE2749'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 18.0
 FE2749'METERS (59 FT).  THE LOGO CAP IS STAMPED---GPS 47 1987---, AND A
 FE2749'STEEL SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2749'37.2 METERS (122 FT) EAST FROM THE RUNWAY CENTER AND 0.6 METERS (2
 FE2749'FT) BELOW SAME,
 FE2749'24.1 METERS (79 FT) WEST FROM THE TAXIWAY CENTER,
 FE2749'14.0 METERS (46 FT) SOUTH FROM THE CENTER OF THE TAXIWAY CROSSOVER,
 FE2749'29.3 METERS (96 FT) SOUTH FROM A STROBE,
 FE2749'1.74 METERS (5.7 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST SET AT
 FE2749'THE WEST END OF A CULVERT HEADWALL.
 FE2749
 FE2749                          STATION RECOVERY (1987)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DCF)
 FE2749'THE STATION IS LOCATED ABOUT 3 MI NE OF COVINGTON, ON
 FE2749'THE COVINGTON MUNICIPAL AIRPORT, 350 FT W OF TH AIRPORT
 FE2749'OFFICE AND AT THE NORTH END OF THE RUNWAY.  OWNERSHIP,
 FE2749'CITY OF COVINGTON, AIRPORT MANAGER DAVE PEELER
 FE2749'(901) 476-1392 OR HOWARD FREEMAN.
 FE2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FE2749'51 AND STATE ROUTE 59 AT COVINGTON GO NORTH 1.76 KM
 FE2749'(1.1 MI) ON HIGHWAY 51 TO THE JUNCTION WITH STATE
 FE2749'ROUTE 384.  CONTINUE NORTH ON HIGHWAY 51 FOR 2.24 KM
 FE2749'(1.4 MI) THEN TURN RIGHT (EAST) AND GO 4.48 KM
 FE2749'(2.8 MI) ON COUNTY ROAD 8391, THEN RIGHT (SOUTH)
 FE2749'0/16 KM (0.1 MI) TO THE AIRPORT OFFICE.  PROCEED
 FE2749'WESTERLY THRU THE GATE AND ACROSS THE APRON FOR 350 FT
 FE2749'TO THE STATION ON THE LEFT.
 FE2749'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN
 FE2749'59 FT. THE LOGO CAP IS STAMPED--- GPS 47 1987 ---
 FE2749'AND A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FE2749'LOCATED 37.2 METERS (122.0 FT) EAST OF THE RUNWAY
 FE2749'CENTER AND 2 FT. BELOW SAME, 29.3 METERS (96.0 FT)
 FE2749'SOUTGH OF A STROBE LIGHT, 24.1 METERS (79.0 FT) WEST
 FE2749'OF THE TAXIWAY CENTER, 14.0 METERS (46.0 FT) SOUTH OF
 FE2749'THE CENTER OF THE TAXIWAY CROSSOVER, 1.7 METERS (5.7 FT)
 FE2749'NORTHWEST OF A FIBERGLASS WITNESS POST SET AT THE WEST
 FE2749'END OF CULVERT HEADWALL.
 FE2749
 FE2749                          STATION RECOVERY (1987)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2749'RECOVERED IN GOOD CONDITION.
 FE2749
 FE2749                          STATION RECOVERY (1989)
 FE2749
 FE2749'RECOVERED 1989
 FE2749'RECOVERED IN GOOD CONDITION.
 FE2749
 FE2749                          STATION RECOVERY (1990)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2749'RECOVERED IN GOOD CONDITION.
 FE2749
 FE2749                          STATION RECOVERY (1991)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2749'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF COVINGTON,
 FE2749'AT THE COVINGTON MUNICIPAL AIRPORT AND ON THE SOUTH SIDE OF THE
 FE2749'TAXIWAY LEADING TO THE END OF RUNWAY 19.  OWNERSHIP--CITY OF
 FE2749'COVINGTON, C/O JERRY HADDLEY, CITY HALL, COVINGTON, TN 38019, PHONE
 FE2749'901-476-9613, AIRPORT MANAGER IS DAVE PEELER OR HOWARD FREEMAN, PHONE
 FE2749'901-476-1392.
 FE2749'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 384,
 FE2749'ON THE NORTH SIDE OF COVINGTON, GO NORTH ON STATE HIGHWAY 51 FOR 2.25
 FE2749'KM (1.40 MI) TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT, TURN
 FE2749'RIGHT, EAST, ON THE PAVED ROAD FOR 4.51 KM (2.80 MI) TO THE AIRPORT
 FE2749'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD
 FE2749'FOR 0.16 KM (0.10 MI) TO THE AIRPORT BEACON AND PARKING LOT ON THE
 FE2749'RIGHT, TURN RIGHT, WEST, THRU THE PARKING LOT TO A GATE, PASS THRU
 FE2749'THE GATE AND ONTO THE APRON, CONTINUE AHEAD ACROSS THE APRON TO THE
 FE2749'JUNCTION OF THE TAXIWAYS, CONTINUE AHEAD ON THE TAXIWAY LEADING TO
 FE2749'THE END OF RUNWAY 19 FOR ABOUT 0.08 KM (0.05 MI) TO THE STATION ON
 FE2749'THE LEFT.
 FE2749'THE STATION IS LOCATED 24.1 M (79.1 FT) WEST OF THE CENTER OF THE
 FE2749'TAXIWAY LEADING NORTH AND SOUTH ALONG THE RUNWAY, 14.0 M (45.9 FT)
 FE2749'SOUTH OF THE CENTER OF THE TAXIWAY LEADING TO THE END OF RUNWAY 19,
 FE2749'1.7 M (5.6 FT) NORTH OF A FIBERGLASS WITNESS POST AND 1.3 M (4.3 FT)
 FE2749'NORTH OF THE WEST END OF THE HEADWALL OF A CONCRETE CULVERT.
 FE2749
 FE2749                          STATION RECOVERY (1991)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2749'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF COVINGTON
 FE2749'AND AT THE COVINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 FE2749'COVINGTON, ATTENTION JERRY HADLEY, P.O. BOX 768, COVINGTON, TN 38019,
 FE2749'PHONE IS 901-476-9613.  THE AIRPORT MANAGER IS DAVE PEELER, 169
 FE2749'AIRPORT PARKWAY DRIVE, COVINGTON, TN 38019, PHONE IS 901-476-1392.
 FE2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2749'HIGHWAYS 54 AND 59 IN COVINGTON, GO NORTH ON U.S. HIGHWAY 51 FOR 1.29
 FE2749'KM (0.80 MI) TO THE JUNCTION OF STATE HIGHWAY 384.  CONTINUE NORTH ON
 FE2749'U.S. HIGHWAY 51 FOR 2.25 KM (1.40 MI) TO A PAVED ROAD ON THE RIGHT.
 FE2749'TURN RIGHT AND GO EAST AND SOUTH ON COUNTY ROAD 8391 FOR 0.64 KM
 FE2749'(0.40 MI) TO A FORK.  TAKE LEFT FORK AND CONTINUE AHEAD, EAST, FOR
 FE2749'3.54 KM (2.20 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 FE2749'SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO A BRICK
 FE2749'TERMINAL BUILDING AND A PAVED ROAD LEFT.  TURN LEFT AND GO WEST,
 FE2749'PASSING THE BRICK TERMINAL BUILDING ON THE RIGHT, FOR ABOUT 50 M
 FE2749'(164.0 FT) TO THE EAST EDGE OF A MACADAM APRON.  BEAR RIGHT AND GO
 FE2749'NORTHWEST ACROSS APRON FOR 0.24 KM (0.15 MI) TO THE WEST EDGE OF THE
 FE2749'APRON AND A PAVED TAXIWAY.  TURN LEFT AND GO WEST FOR ABOUT 100 M
 FE2749'(328.1 FT) ON THE TAXIWAY TO THE STATION ON THE LEFT, JUST NORTH OF A
 FE2749'CONCRETE HEADWALL.
 FE2749'THE STATION IS LOCATED 29.3 M (96.1 FT) SOUTH FROM A STROBE LIGHT,
 FE2749'24.1 M (79.1 FT) WEST FROM THE CENTERLINE OF A TAXIWAY, 14.0 M
 FE2749'(45.9 FT) SOUTH FROM THE CENTER OF A TAXIWAY AND 1.4 M (4.6 FT) NORTH
 FE2749'FROM THE NORTHWEST CORNER OF THE HEADWALL OF A CONCRETE CULVERT.
 FE2749'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FE2749'DESCRIBED BY E.J. HANSMANN
 FE2749
 FE2749                          STATION RECOVERY (1993)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FE2749'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF COVINGTON
 FE2749'AND AT THE COVINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 FE2749'COVINGTON, ATTENTION JERRY HADLEY, P.O. BOX 768, COVINGTON, TN 38019,
 FE2749'PHONE IS 901-476-9613.  THE AIRPORT MANAGER IS DAVE PEELER, 169
 FE2749'AIRPORT PARKWAY DRIVE, COVINGTON, TN 38019, PHONE IS 901-476-1392.
 FE2749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2749'HIGHWAYS 54 AND 59 IN COVINGTON, GO NORTH ON HIGHWAY 51 FOR 1.29 KM
 FE2749'(0.80 MI) TO THE JUNCTION OF STATE HIGHWAY 384.  CONTINUE NORTH ON
 FE2749'HIGHWAY 51 FOR 2.25 KM (1.40 MI) TO A PAVED ROAD ON THE RIGHT. TURN
 FE2749'RIGHT AND GO EAST AND SOUTH ON COUNTY ROAD 8391 (ANTIOCH ROAD) FOR
 FE2749'0.96 KM (0.60 MI) TO A FORK.  TAKE LEFT FORK AND CONTINUE AHEAD,
 FE2749'EAST, FOR 3.54 KM (2.20 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 FE2749'AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO A
 FE2749'BRICK TERMINAL BUILDING AND A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 FE2749'WEST, PASSING THE BRICK TERMINAL BUILDING ON THE LEFT, FOR ABOUT 50 M
 FE2749'(164.0 FT) PASSING THROUGH GATE OF A SECURITY FENCE TO THE EAST EDGE
 FE2749'OF A MACADAM APRON. BEAR RIGHT AND GO NORTHWEST ACROSS APRON FOR 0.24
 FE2749'KM (0.15 MI) TO THE WEST EDGE OF THE APRON AND A PAVED TAXIWAY.  TURN
 FE2749'LEFT AND GO WEST FOR ABOUT 100 M (328.1 FT) ON THE TAXIWAY TO THE
 FE2749'STATION ON THE LEFT, JUST NORTH OF A CONCRETE HEADWALL.
 FE2749'THE STATION IS LOCATED 29.3 M (96.1 FT) SOUTH FROM A STROBE LIGHT,
 FE2749'24.1 M (79.1 FT) WEST FROM THE CENTERLINE OF A TAXIWAY, 14.0 M
 FE2749'(45.9 FT) SOUTH FROM THE CENTER OF A TAXIWAY AND 1.4 M (4.6 FT) NORTH
 FE2749'FROM A WITNESS POST AT THE NORTHWEST CORNER OF THE HEADWALL OF A
 FE2749'CONCRETE CULVERT. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 FE2749'LOGO CAP.
 FE2749
 FE2749                          STATION RECOVERY (1994)
 FE2749
 FE2749'RECOVERED 1994
 FE2749'RECOVERED IN GOOD CONDITION.
 FE2749
 FE2749                          STATION RECOVERY (1995)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 FE2749'RECOVERED AS DESCRIBED.
 FE2749
 FE2749                          STATION RECOVERY (1995)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2749'RECOVERED AS DESCRIBED.
 FE2749
 FE2749                          STATION RECOVERY (1997)
 FE2749
 FE2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FE2749'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF COVINGTON, AT
 FE2749'THE COVINGTON MUNICIPAL AIRPORT, BETWEEN THE RUNWAY AND PARALLEL
 FE2749'TAXIWAY, AND ALONG THE SOUTH SIDE OF THE CONNECTOR TAXIWAY TO THE
 FE2749'NORTH END OF THE RUNWAY.  OWNERSHIP--CITY OF COVINGTON, ATTENTION
 FE2749'JERRY HADLEY, PO BOX 768, COVINGTON TN 38019.  AIRPORT MANAGER IS DAVE
 FE2749'PEELER, 169 AIRPORT PARKWAY DRIVE, COVINGTON TN 38019, PHONE
 FE2749'901-476-1392.  CALL AHEAD FOR ACCESS THROUGH THE LOCKED GATE.  TO
 FE2749'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2749'HIGHWAYS 54 AND 59 IN COVINGTON, GO NORTH ON HIGHWAY 51 FOR 1.29 KM
 FE2749'(0.80 MI) TO THE JUNCTION OF STATE HIGHWAY 384.  CONTINUE NORTH ON
 FE2749'HIGHWAY 51 FOR 2.25 KM (1.40 MI) TO A PAVED ROAD RIGHT JUST BEFORE
 FE2749'REACHING A GRAIN ELEVATOR ON THE RIGHT.  TURN RIGHT, EAST ON COUNTY
 FE2749'ROAD 8391 (ANTIOCH ROAD) FOR 0.82 KM (0.50 MI) TO A FORK.  TURN RIGHT,
 FE2749'SOUTH ON ANTIOCH ROAD FOR 0.14 KM (0.10 MI) TO A FORK.  TURN LEFT,
 FE2749'EAST ON ANTIOCH ROAD FOR 3.38 KM (2.10 MI) TO THE PAVED AIRPORT
 FE2749'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH ON THE ROAD FOR 0.32 KM
 FE2749'(0.20 MI) TO THE BRICK TERMINAL BUILDING AND A PAVED ROAD RIGHT. TURN
 FE2749'RIGHT, WEST ON THE ROAD, PASSING THE NORTH SIDE OF THE BUILDING FOR
 FE2749'ABOUT 50 M (164.0 FT) TO A GATE AT THE APRON.  PASS THROUGH THE GATE,
 FE2749'THEN BEAR RIGHT, NORTHWEST ACROSS THE APRON FOR 0.24 KM (0.15 MI) TO
 FE2749'THE WEST EDGE OF THE APRON AND THE JUNCTION OF A TAXIWAY.  TURN LEFT,
 FE2749'WEST, ALONG THE TAXIWAY FOR ABOUT 100 M (328.1 FT) TO THE STATION ON
 FE2749'THE LEFT.  THE STATION IS A PUNCH HOLE ON THE TOP CENTER OF A
 FE2749'STAINLESS STEEL ROD IN A 2.5 CM GREASE-FILLED SLEEVE 90 CM LONG
 FE2749'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 FE2749'SET FLUSH WITH THE GROUND.  IT IS 37.5 M (123.0 FT) EAST OF THE RUNWAY
 FE2749'CENTER, 29.2 M (95.8 FT) SOUTH OF AND ACROSS THE CONNECTOR TAXIWAY
 FE2749'FROM THE REIL, 23.6 M (77.4 FT) WEST OF THE CENTER OF THE PARALLEL
 FE2749'TAXIWAY, 20.4 M (66.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2749'PAPI, 13.7 M (44.9 FT) SOUTH OF THE CENTER OF THE CONNECTOR TAXIWAY,
 FE2749'5.6 M (18.4 FT) WEST OF THE SOUTH LEG OF A WELCOME SIGN TO THE AIRPORT
 FE2749'AND 1.6 M (5.2 FT) NORTH OF A FIBERGLASS WITNESS POST AT THE WEST END
 FE2749'OF A CONCRETE CULVERT HEADWALL. NOTE--THE SLEEVE DEPTH DOES NOT MEET
 FE2749'THE SPECIFICATION FOR A CLASS A ROD MARK.
 FE2749
 FE2749                          STATION RECOVERY (1999)
 FE2749
 FE2749'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2749'RECOVERED 1999
 FE2749'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2749'AIRPORT CONTROL STATION.
 FE2749' 
 FE2749' 
 FE2749'
 FE2749
 FE2749                          STATION RECOVERY (2000)
 FE2749
 FE2749'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JBC)
 FE2749'FOUND IN GOOD CONDITION W/ SURVEY MARKER
 FE2749
 FE2749                          STATION RECOVERY (2001)
 FE2749
 FE2749'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 FE2749'RECOVERED AS DESCRIBED.
 FE2749
 FE2749                          STATION RECOVERY (2003)
 FE2749
 FE2749'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2779 ***********************************************************************
 FE2779  SACS        -  This is a Secondary Airport Control Station.
 FE2779  DESIGNATION -  GPS 47 AZ MK
 FE2779  PID         -  FE2779
 FE2779  STATE/COUNTY-  TN/TIPTON
 FE2779  USGS QUAD   -  GIFT (1983)
 FE2779
 FE2779                         *CURRENT SURVEY CONTROL
 FE2779  ___________________________________________________________________
 FE2779* NAD 83(1995)-  35 35 06.07285(N)    089 35 11.66310(W)     ADJUSTED  
 FE2779* NAVD 88     -        82.63   (meters)     271.1    (feet)  GPS OBS   
 FE2779  ___________________________________________________________________
 FE2779  X           -      37,470.405 (meters)                     COMP
 FE2779  Y           -  -5,192,837.492 (meters)                     COMP
 FE2779  Z           -   3,690,875.671 (meters)                     COMP
 FE2779  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 FE2779  ELLIP HEIGHT-          55.29  (meters)          (08/03/04) GPS OBS
 FE2779  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2779
 FE2779  HORZ ORDER  -  FIRST
 FE2779  ELLP ORDER  -  FOURTH    CLASS I
 FE2779
 FE2779.This mark is at Covington Airport (M04)
 FE2779
 FE2779.The horizontal coordinates were established by GPS observations
 FE2779.and adjusted by the National Geodetic Survey in February 2001..
 FE2779
 FE2779.The orthometric height was determined by GPS observations and a
 FE2779.high-resolution geoid model.
 FE2779
 FE2779.GPS derived orthometric heights for airport stations designated as
 FE2779.PACS or SACS are published to 2 decimal places.  This maintains
 FE2779.centimeter relative accuracy between the PACS and SACS.  It does
 FE2779.not indicate centimeter accuracy relative to other marks which are
 FE2779.part of the NAVD 88 network.
 FE2779
 FE2779.Photographs are available for this station.
 FE2779
 FE2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2779
 FE2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2779
 FE2779.The ellipsoidal height was determined by GPS observations
 FE2779.and is referenced to NAD 83.
 FE2779
 FE2779.The geoid height was determined by GEOID03.
 FE2779
 FE2779;                    North         East     Units Scale Factor Converg.
 FE2779;SPC TN       -   144,828.970   275,022.132   MT  0.99995780   -2 05 59.0
 FE2779;SPC TN       -   475,159.71    902,301.78   sFT  0.99995780   -2 05 59.0
 FE2779;UTM  16      - 3,941,002.292   265,637.208   MT  1.00027690   -1 30 21.0
 FE2779
 FE2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2779!SPC TN       -   0.99999132  x   0.99995780  =   0.99994912
 FE2779!UTM  16      -   0.99999132  x   1.00027690  =   1.00026822
 FE2779
 FE2779:                Primary Azimuth Mark                     Grid Az
 FE2779:SPC TN       -  GPS 47                                   011 57 59.5
 FE2779:UTM  16      -  GPS 47                                   011 22 21.5
 FE2779
 FE2779|---------------------------------------------------------------------|
 FE2779| PID    Reference Object                     Distance      Geod. Az  |
 FE2779|                                                           dddmmss.s |
 FE2779| FE2749 GPS 47                              APPROX. 0.6 KM 0095200.5 |
 FE2779|---------------------------------------------------------------------|
 FE2779
 FE2779                          SUPERSEDED SURVEY CONTROL
 FE2779
 FE2779  ELLIP H (02/20/01)   55.33   (m)                       GP(       ) 2 1
 FE2779  NAD 83(1995)-  35 35 06.07250(N)    089 35 11.66408(W) AD(       ) 3
 FE2779  ELLIP H (04/12/99)   55.33   (m)                       GP(       ) 4 1
 FE2779  NAD 83(1995)-  35 35 06.07245(N)    089 35 11.66406(W) AD(       ) 3
 FE2779  NGVD 29 (09/17/90)   82.6    (m)          271.     (f) GPS OBS        
 FE2779
 FE2779.Superseded values are not recommended for survey control.
 FE2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2779.See file dsdata.txt to determine how the superseded data were derived.
 FE2779
 FE2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6563741002(NAD 83)
 FE2779_MARKER: I = METAL ROD
 FE2779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2779_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2779_STAMPING: GPS 47 AZ MK 1987
 FE2779_MARK LOGO: NGS   
 FE2779_PROJECTION: FLUSH
 FE2779_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2779+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2779_ROD/PIPE-DEPTH: 18.0 meters
 FE2779_SLEEVE-DEPTH  : 1.00 meters
 FE2779
 FE2779  HISTORY     - Date     Condition        Report By
 FE2779  HISTORY     - 1987     MONUMENTED       NGS
 FE2779  HISTORY     - 1987     GOOD             NGS
 FE2779  HISTORY     - 19890626 GOOD
 FE2779  HISTORY     - 19901002 GOOD             NGS
 FE2779  HISTORY     - 1999     GOOD             LOWE
 FE2779  HISTORY     - 20031010 GOOD             TNDT
 FE2779
 FE2779                          STATION DESCRIPTION
 FE2779
 FE2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2779'1.1 MILES NORTH ALONG US HIGHWAY 51 FROM THE JUNCTION OF US HIGHWAY
 FE2779'51 AND STATE HIGHWAY 59 IN COVINGTON TO THE JUNCTION OF STATE HIGHWAY
 FE2779'384, CONTINUE 1.4 MILES NORTH ALONG US HIGHWAY 51 TO THE JUNCTION OF
 FE2779'COUNTY ROAD 8391, THENCE 2.8 MILES EAST ALONG COUNTY ROAD 8391 TO THE
 FE2779'JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.10 MILE SOUTH ALONG
 FE2779'AIRPORT ENTRANCE DRIVE TO THE OFFICE OF THE COVINGTON MUNICIPAL
 FE2779'AIRPORT,THENCE 0.05 MILE WEST ALONG TAXI APRON TO JUNCTION OF TAXIWAY,
 FE2779'THENCE 0.35 MILE SOUTH ALONG TAXIWAY TO THE TAXIWAY CROSSOVER AND
 FE2779'MARK, A 3-D, A STAINLESS STEEL ROD DRIVEN 43.0 FEET TO REFUSAL, 5
 FE2779'INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC
 FE2779'PIPE ENCASED IN 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED GPS 47 AZ MK
 FE2779'1987, 2 INCHES BELOW GROUND, WITH A RAILROAD SPIKE IN CONCRETE, 59.0
 FE2779'FEET EAST OF EAST EDGE OF RUNWAY, 85.7 FEET WEST OF WEST EDGE OF
 FE2779'TAXIWAY CROSSOVER, 41.5 FEET NORTHWEST OF CENTER OF A CONCRETE CULVERT
 FE2779'WITH HEADWALL, 34.2 FEET SOUTHEAST OF A PIPE FOR A TAXI GUIDANCE BOX,
 FE2779'AND 1.3 FEET SOUTH OF A FIBERGLASS WITNESS POST.
 FE2779
 FE2779                          STATION RECOVERY (1987)
 FE2779
 FE2779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2779'RECOVERED IN GOOD CONDITION.
 FE2779
 FE2779                          STATION RECOVERY (1989)
 FE2779
 FE2779'RECOVERED 1989
 FE2779'RECOVERED IN GOOD CONDITION.
 FE2779
 FE2779                          STATION RECOVERY (1990)
 FE2779
 FE2779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2779'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF COVINGTON.
 FE2779'AT THE COVINGTON MUNICIPAL AIRPORT. OWNERSHIP-CITY OF COVINGTON, ATT.
 FE2779'JERRY HADLEY, P.O.BOX 768, COVINGTON TN 38019. PHONE IS 901-476-9613.
 FE2779'THE AIRPORT MANAGER IS DAVE PEELER, RTE 3 BOX 315, COVINGTON TN
 FE2779'38019. PHONE IS 901-476-1392. TO REACH THE STATION FROM THE JUNCTION
 FE2779'OF U.S.HIGHWAY 51 AND STATE HIGHWAY 59 IN COVINGTON. GO NORTH ON
 FE2779'U.S.HIGHWAY 51 FOR 1.77 KM (1.10 MI) TO THE JUNCTION OF STATE HIGHWAY
 FE2779'384. CONTINUE NORTH ON U.S.HIGHWAY 51 FOR 2.25 KM (1.40 MI) TO A
 FE2779'PAVED ROAD ON THE RIGHT. TURN RIGHT AND GO EASTERLY ON COUNTY ROAD
 FE2779'8391 FOR 4.51 KM (2.80 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT
 FE2779'AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A
 FE2779'PAVED ROAD ON THE RIGHT. TURN RIGHT AND GO WEST ON THE PAVED ROAD AND
 FE2779'ACROSS A PARKING LOT FOR 0.1 KM (0.05 MI) TO A LOCKED GATE AND THE
 FE2779'AIRPORT OFFICE ON THE RIGHT. PASS THROUGH THE GATE AND CONTINUE WEST
 FE2779'ACROSS AN APRON AND ALONG A TAXIWAY FOR 0.1 KM (0.05 MI) TO A
 FE2779'TAXIWAY. TURN LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.55 KM (0.35 MI)
 FE2779'TO A TAXIWAY AND THE STATION ON THE RIGHT. THE STATION IS LOCATED 31.5
 FE2779'M (103.3 FT) WEST FROM THE CENTER OF A TAXIWAY, 29.4 M (96.5 FT) EAST
 FE2779'FROM THE CENTERLINE OF THE RUNWAY, 20.85 M (68.41 FT) NORTH FROM THE
 FE2779'CENTER OF A TAXIWAY AND 0.35 M (1.15 FT) SOUTH FROM A CARSONITE
 FE2779'WITNESS POST. DESCRIBED BY E.J.HANSMANN.    NOTE--ACCESS TO DATUM
 FE2779'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FE2779
 FE2779                          STATION RECOVERY (1999)
 FE2779
 FE2779'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2779'RECOVERED 1999
 FE2779'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2779'SECONDARY AIRPORT CONTROL STATION.
 FE2779' 
 FE2779' 
 FE2779'
 FE2779
 FE2779                          STATION RECOVERY (2003)
 FE2779
 FE2779'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2779'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHEAST OF COVINGTON, ON
 FE2779'THE COVINGTON MUNICIPAL AIRPORT 106.7 M (350 FT) WEST OF THE AIRPORT
 FE2779'OFFICE AND AT THE NORTH END OF THE RUNWAY.  OWNERSHIP--AIRPORT MANAGER
 FE2779'IS DAVE PEELER OR WILSON FAUGHT, TELEPHONE (901) 476-1392.  THE
 FE2779'AIRPORT IS NOT LOCKED AFTER DARK, HOWEVER USE AFTER WORKING HOURS
 FE2779'SHOULD BE CLEARED WITH THE AIRPORT MANAGER.  ACCESS TO THE FIELD IS
 FE2779'NORTH OF THE BRICK OFFICE BUILDING BETWEEN THE OFFICE AND A METAL
 FE2779'HANGAR.
 FE2779' 
 FE2779'TO REACH THE STATION FROM THE COURTHOUSE IN COVINGTON GO EAST ON STATE
 FE2779'ROUTE 59 (LIBERTY ST) 0.24 KM (0.15 MI) TO THE JUNCTION OF US HIGHWAY
 FE2779'51 AND STATE ROUTE 59.  TURN RIGHT AND GO NORTH FOR 1.78 KM (1.1 MI)
 FE2779'ON US HIGHWAY 51 TO THE JUNCTION OF STATE ROUTE 384.  CONTINUE
 FE2779'STRAIGHT AHEAD AND GO NORTH FOR 2.25 KM (1.4 MI) ON US HIGHWAY 51 TO
 FE2779'THE JUNCTION OF COUNTY ROAD 8391 (ANTIOCH ROAD).  TURN RIGHT AND GO
 FE2779'EAST FOR 4.51 KM (2.8 MI) ON COUNTY ROAD 8391 TO THE AIRPORT.  TURN
 FE2779'RIGHT AND GO SOUTH FOR 0.16 KM (0.1 MI) ON THE AIRPORT PROPERTY TO THE
 FE2779'AIRPORT OFFICE, A ONE STORY BRICK BUILDING AND THE MARK.
 FE2779' 
 FE2779'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 13.1 M
 FE2779'(43 FT).  THE LOGO CAP IS STAMPED--GPS 47 AZ MK 1987--, WITH A STEEL
 FE2779'SPIKE EMBEDDED IN THE CONCRETE, AND 0.05 M (0.17 FT) BELOW GROUND.
 FE2779'LOCATED 18.1 M (59 FT) EAST OF THE EAST EDGE OF THE RUNWAY, 26.1 M
 FE2779'(85.7 FT) WEST OF THE WEST EDGE OF THE TAXIWAY, 15.8 (52 FT) NORTH OF
 FE2779'THE NORTH EDGE OF THE TAXIWAY CROSSOVER, 12.6 M (41.5 FT) NORTHWEST OF
 FE2779'THE CENTER OF A CONCRETE CULVERT WITH A HEADWALL, 10.5 M (34.4 FT)
 FE2779'EAST-SOUTHEAST OF A PIPE FOR A TAXI GUIDANCE BOX, AND 0.3 M (1.0 FT)
 FE2779'SOUTH OF FIBERGLASS WITNESS POST.
 FE2779' 
 FE2779'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FE2779'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1929 ***********************************************************************
 FC1929  CBN         -  This is a Cooperative Base Network Control Station.
 FC1929  DESIGNATION -  GPS 48
 FC1929  PID         -  FC1929
 FC1929  STATE/COUNTY-  TN/POLK
 FC1929  USGS QUAD   -  OSWALD DOME (1967)
 FC1929
 FC1929                         *CURRENT SURVEY CONTROL
 FC1929  ___________________________________________________________________
 FC1929* NAD 83(1995)-  35 13 30.67705(N)    084 34 54.50821(W)     ADJUSTED  
 FC1929* NAVD 88     -       243.6    (meters)     799.     (feet)  GPS OBS   
 FC1929  ___________________________________________________________________
 FC1929  X           -     492,539.617 (meters)                     COMP
 FC1929  Y           -  -5,192,925.786 (meters)                     COMP
 FC1929  Z           -   3,658,426.897 (meters)                     COMP
 FC1929  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 FC1929  ELLIP HEIGHT-         213.87  (meters)          (09/11/96) GPS OBS
 FC1929  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1929
 FC1929  HORZ ORDER  -  B
 FC1929  ELLP ORDER  -  FOURTH    CLASS I
 FC1929
 FC1929.The horizontal coordinates were established by GPS observations
 FC1929.and adjusted by the National Geodetic Survey in September 1996..
 FC1929.No horizontal observational check was made to the station.
 FC1929
 FC1929.The orthometric height was determined by GPS observations and a
 FC1929.high-resolution geoid model.
 FC1929
 FC1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1929
 FC1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1929
 FC1929.The ellipsoidal height was determined by GPS observations
 FC1929.and is referenced to NAD 83.
 FC1929
 FC1929.The geoid height was determined by GEOID03.
 FC1929
 FC1929;                    North         East     Units Scale Factor Converg.
 FC1929;SPC TN       -    99,887.215   729,104.542   MT  1.00000447   +0 49 49.0
 FC1929;SPC TN       -   327,713.30  2,392,070.48   sFT  1.00000447   +0 49 49.0
 FC1929;UTM  16      - 3,900,695.748   720,079.842   MT  1.00019695   +1 23 43.3
 FC1929
 FC1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1929!SPC TN       -   0.99996643  x   1.00000447  =   0.99997090
 FC1929!UTM  16      -   0.99996643  x   1.00019695  =   1.00016337
 FC1929
 FC1929                          SUPERSEDED SURVEY CONTROL
 FC1929
 FC1929  NAD 83(1995)-  35 13 30.67923(N)    084 34 54.51056(W) AD(       ) B
 FC1929  NAD 83(1986)-  35 13 30.68261(N)    084 34 54.51465(W) AD(       ) 1
 FC1929  NAD 83(1995)-  35 13 30.67645(N)    084 34 54.50769(W) AD(       ) B
 FC1929  ELLIP H (03/09/95)  213.89   (m)                       GP(       ) 1 1
 FC1929  NAD 83(1995)-  35 13 30.67884(N)    084 34 54.51050(W) AD(       ) B
 FC1929  ELLIP H (09/07/90)  213.79   (m)                       GP(       ) 4 1
 FC1929  NAD 27      -  35 13 30.41946(N)    084 34 54.74859(W) AD(       ) 3
 FC1929  NGVD 29 (09/07/90)  243.73   (m)          799.6    (f) LEVELING    3  
 FC1929
 FC1929.Superseded values are not recommended for survey control.
 FC1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1929.See file dsdata.txt to determine how the superseded data were derived.
 FC1929
 FC1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2008000696(NAD 83)
 FC1929_MARKER: I = METAL ROD
 FC1929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1929_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1929_STAMPING: GPS 48 1987
 FC1929_MARK LOGO: NGS   
 FC1929_PROJECTION: FLUSH
 FC1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1929+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1995
 FC1929_ROD/PIPE-DEPTH: 4.9  meters
 FC1929_SLEEVE-DEPTH  : 0.9 meters
 FC1929
 FC1929  HISTORY     - Date     Condition        Report By
 FC1929  HISTORY     - 1987     MONUMENTED       NGS
 FC1929  HISTORY     - 19881215 GOOD
 FC1929  HISTORY     - 19940407 GOOD             NGS
 FC1929  HISTORY     - 19950330 GOOD             NGS
 FC1929  HISTORY     - 19950606 GOOD             NGS
 FC1929
 FC1929                          STATION DESCRIPTION
 FC1929
 FC1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1929'THE STATION IS LOCATED ABOUT 29.0 KM (18 MI)
 FC1929'EAST-NORTHEAST OF CLEVELAND,
 FC1929'8.1 KM (5 MI) NORTHEAST OF BENTON, AT THE NORTHWEST EDGE OF U.S.
 FC1929'HIGHWAY 411, NORTHEAST OF THE CHILHOWEE GLIDERPORT, AT A JOG IN THE
 FC1929'RIGHT-OF-WAY FENCE.
 FC1929'OWNERSHIP--STATE RIGHT-OF-WAY.
 FC1929'
 FC1929'TO REACH THE STATION FROM THE COURTHOUSE IN BENTON GO
 FC1929'NORTH FOR 8.05 KM (5.0 MI) ON U.S. HIGHWAY 411 TO THE GLIDERPORT
 FC1929'ENTRANCE.
 FC1929'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.56 KM (0.35 MI) ON U.S.
 FC1929'HIGHWAY 411 TO THE STATION ON THE LEFT, 1.45 KM (0.9 MI) SOUTHWEST
 FC1929'OF THE JUNCTION OF U.S. HIGHWAY 411 AND STATE ROUTE 30.
 FC1929'
 FC1929'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 4.9 METERS
 FC1929'(16 FT).  THE LOGO CAP IS STAMPED---GPS 48 1987---, AND A RAILROAD
 FC1929'SPIKE IS SET IN THE CONCRETE.  LOCATED
 FC1929'13.26 METERS (43.5 FT) NORTHWEST FROM THE CENTER OF U.S. HIGHWAY
 FC1929'411,
 FC1929'15.09 METERS (49.5 FT) SOUTHWEST FROM A TELEPHONE JUNCTION BOX,
 FC1929'11.0 METERS (36 FT) SOUTH FROM A WINDSOCK ON A UTILITY POLE,
 FC1929'9.30 METERS (30.5 FT) NORTHEAST FROM A UTILITY POLE AT A JOG IN THE
 FC1929'FENCE,
 FC1929'0.91 METERS (3.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST SET IN
 FC1929'THE RIGHT-OF-WAY FENCE.
 FC1929
 FC1929                          STATION RECOVERY (1988)
 FC1929
 FC1929'RECOVERED 1988
 FC1929'RECOVERED IN GOOD CONDITION.
 FC1929
 FC1929                          STATION RECOVERY (1994)
 FC1929
 FC1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CGS)
 FC1929'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) EAST-NORTHEAST OF
 FC1929'CLEVELAND, 8.1 KM (5.05 MI) NORTHEAST OF BENTON, AT THE NORTHWEST EDGE
 FC1929'OF U.S. HIGHWAY 411, NORTHEAST OF THE CHILHOWEE GLIDERPORT, AT A JOG
 FC1929'IN THE RIGHT-OF-WAY FENCE.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY. TO REACH
 FC1929'THE STATION FROM THE COURTHOUSE IN BENTON, GO NORTH FOR 8.05 KM (5.00
 FC1929'MI) ON U.S. HIGHWAY 411 TO THE GLIDERPORT ENTRANCE, CONTINUE STRAIGHT
 FC1929'AHEAD AND GO NORTH FOR 0.56 KM (0.35 MI) ON U.S. HIGHWAY 411 TO THE
 FC1929'STATION ON THE LEFT, 1.45 KM (0.90 MI) SOUTHWEST OF THE JUNCTION OF
 FC1929'U.S. HIGHWAY 411 AND STATE ROUTE 30. THE STATION IS LOCATED 13.26 M
 FC1929'(43.50 FT) NORTHWEST FROM THE CENTER OF HIGHWAY 411, 15.09 M (49.51
 FC1929'FT) SOUTHWEST FROM A TELEPHONE JUNCTION BOX, 11.0 M (36.1 FT) SOUITH
 FC1929'FROM A WINDSOCK ON A UTILITY POLE, 9.3 M (30.5 FT) NORTHEAST FROM A
 FC1929'UTILITY POLE AT A JOG IN THE FENCE AND 0.91 M (2.99 FT) SOUTHEAST FROM
 FC1929'A FIBERGLASS WITNESS POST SET IN THE RIGHT-OF-WAY FENCE.
 FC1929
 FC1929                          STATION RECOVERY (1995)
 FC1929
 FC1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1929'RECOVERED AS DESCRIBED.
 FC1929
 FC1929                          STATION RECOVERY (1995)
 FC1929
 FC1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1929'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7693 ***********************************************************************
 DG7693  CBN         -  This is a Cooperative Base Network Control Station.
 DG7693  DESIGNATION -  GPS 48 A
 DG7693  PID         -  DG7693
 DG7693  STATE/COUNTY-  TN/POLK
 DG7693  USGS QUAD   -  ISABELLA (1978)
 DG7693
 DG7693                         *CURRENT SURVEY CONTROL
 DG7693  ___________________________________________________________________
 DG7693* NAD 83(1995)-  35 00 58.68105(N)    084 20 41.67551(W)     ADJUSTED  
 DG7693* NAVD 88     -       546.6    (meters)    1793.     (feet)  GPS OBS   
 DG7693  ___________________________________________________________________
 DG7693  X           -     515,344.603 (meters)                     COMP
 DG7693  Y           -  -5,204,360.427 (meters)                     COMP
 DG7693  Z           -   3,639,645.115 (meters)                     COMP
 DG7693  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DG7693  ELLIP HEIGHT-         517.64  (meters)          (08/03/04) GPS OBS
 DG7693  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG7693
 DG7693  HORZ ORDER  -  A
 DG7693  ELLP ORDER  -  FOURTH    CLASS I
 DG7693
 DG7693.The horizontal coordinates were established by GPS observations
 DG7693.and adjusted by the National Geodetic Survey in August 2004..
 DG7693
 DG7693.The orthometric height was determined by GPS observations and a
 DG7693.high-resolution geoid model.
 DG7693
 DG7693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7693
 DG7693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7693
 DG7693.The ellipsoidal height was determined by GPS observations
 DG7693.and is referenced to NAD 83.
 DG7693
 DG7693.The geoid height was determined by GEOID03.
 DG7693
 DG7693;                    North         East     Units Scale Factor Converg.
 DG7693;SPC TN       -    77,053.945   751,060.451   MT  1.00004946   +0 58 08.2
 DG7693;SPC TN       -   252,801.15  2,464,104.16   sFT  1.00004946   +0 58 08.2
 DG7693;UTM  16      - 3,878,073.003   742,263.164   MT  1.00032341   +1 31 27.3
 DG7693
 DG7693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7693!SPC TN       -   0.99991875  x   1.00004946  =   0.99996821
 DG7693!UTM  16      -   0.99991875  x   1.00032341  =   1.00024214
 DG7693
 DG7693                          SUPERSEDED SURVEY CONTROL
 DG7693
 DG7693.No superseded survey control is available for this station.
 DG7693
 DG7693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4226378073(NAD 83)
 DG7693_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7693_SETTING: 0 = UNSPECIFIED SETTING
 DG7693_SP_SET: ATOP REBAR IN COCRETE
 DG7693_STAMPING: GPS 48 A
 DG7693_MARK LOGO: TNDT  
 DG7693_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7693+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 DG7693
 DG7693  HISTORY     - Date     Condition        Report By
 DG7693  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7693  HISTORY     - 20050602 GOOD             CAS
 DG7693  HISTORY     - 20050608 GOOD             EGPSSO
 DG7693
 DG7693                          STATION DESCRIPTION
 DG7693
 DG7693'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7693'TO REACH THE STATION FROM THE US 64 INTERCHANGE WITH SR 68, GO
 DG7693'EASTERLY ON US 64 FOR 2.48 MILES (4.0 KM) TO AIRPORT ROAD ON THE LEFT.
 DG7693'TURN LEFT AND GO SOUTHERLY ON AIRPORT ROAD FOR ABOUT ONE-HALF MILE TO
 DG7693'THE ENTRANCE TO MARTIN CAMPBELL FIELD.  TURN RIGHT AND GO EASTERLY ON
 DG7693'THE AIRPORT ENTRANCE ROAD FOR ABOUT 850 FEET (260 METERS) TO THE
 DG7693'STATION AT THE NORTHWEST CORNER OF THE PARKING LOT.
 DG7693' 
 DG7693'THE STATION IS A STANDARD TDOT DISK STAMPED--GPS 48 A--, AFFIXED TO AN
 DG7693'IRON ROD AND SET IN CONCRETE.
 DG7693' 
 DG7693'THE MARK IS 33.9 METERS NORTHEAST OF THE NORTHWEST CORNER OF THE
 DG7693'AIRPORT OFFICE, 4.8 METERS EAST OF THE EASTERN EDGE OF THE ASPHALT
 DG7693'AIRCRAFT PARKING AREA, 1.3 METERS WEST OF A WOODEN CORNER POST FOR THE
 DG7693'CABLE FENCE AROUND THE PARKING LOT, AND 1.30 METERS WEST OF AN ORANGE
 DG7693'FIBERGLASS WITNESS POST.
 DG7693
 DG7693                          STATION RECOVERY (2005)
 DG7693
 DG7693'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 DG7693'RECOVERED IN GOOD CONDITION.
 DG7693
 DG7693                          STATION RECOVERY (2005)
 DG7693
 DG7693'RECOVERY NOTE BY EGPS SOLUTIONS LLC 2005 (LBS)
 DG7693'THE TURN ONTO AIRPORT ROAD IS A RIGHT, NOT A LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7692 ***********************************************************************
 DG7692  CBN         -  This is a Cooperative Base Network Control Station.
 DG7692  DESIGNATION -  GPS 48 RESET
 DG7692  PID         -  DG7692
 DG7692  STATE/COUNTY-  TN/BRADLEY
 DG7692  USGS QUAD   -  OSWALD DOME (1967)
 DG7692
 DG7692                         *CURRENT SURVEY CONTROL
 DG7692  ___________________________________________________________________
 DG7692* NAD 83(1995)-  35 14 46.82267(N)    084 34 03.03067(W)     ADJUSTED  
 DG7692* NAVD 88     -       225.1    (meters)     739.     (feet)  GPS OBS   
 DG7692  ___________________________________________________________________
 DG7692  X           -     493,705.985 (meters)                     COMP
 DG7692  Y           -  -5,191,439.753 (meters)                     COMP
 DG7692  Z           -   3,660,332.959 (meters)                     COMP
 DG7692  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 DG7692  ELLIP HEIGHT-         195.30  (meters)          (08/03/04) GPS OBS
 DG7692  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DG7692
 DG7692  HORZ ORDER  -  A
 DG7692  ELLP ORDER  -  FOURTH    CLASS I
 DG7692
 DG7692.The horizontal coordinates were established by GPS observations
 DG7692.and adjusted by the National Geodetic Survey in August 2004..
 DG7692
 DG7692.The orthometric height was determined by GPS observations and a
 DG7692.high-resolution geoid model.
 DG7692
 DG7692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7692
 DG7692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7692
 DG7692.The ellipsoidal height was determined by GPS observations
 DG7692.and is referenced to NAD 83.
 DG7692
 DG7692.The geoid height was determined by GEOID03.
 DG7692
 DG7692;                    North         East     Units Scale Factor Converg.
 DG7692;SPC TN       -   102,252.586   730,371.835   MT  1.00000065   +0 50 19.1
 DG7692;SPC TN       -   335,473.69  2,396,228.26   sFT  1.00000065   +0 50 19.1
 DG7692;UTM  16      - 3,903,073.980   721,323.978   MT  1.00020372   +1 24 15.6
 DG7692
 DG7692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7692!SPC TN       -   0.99996935  x   1.00000065  =   0.99997000
 DG7692!UTM  16      -   0.99996935  x   1.00020372  =   1.00017306
 DG7692
 DG7692                          SUPERSEDED SURVEY CONTROL
 DG7692
 DG7692.No superseded survey control is available for this station.
 DG7692
 DG7692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2132403074(NAD 83)
 DG7692_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7692_SETTING: 0 = UNSPECIFIED SETTING
 DG7692_SP_SET: ATOP REBAR IN CONCRETE
 DG7692_STAMPING: GPS 48 RESET 1999
 DG7692_MARK LOGO: TNDT  
 DG7692_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7692+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 DG7692
 DG7692  HISTORY     - Date     Condition        Report By
 DG7692  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7692  HISTORY     - 20050614 GOOD             CAS
 DG7692
 DG7692                          STATION DESCRIPTION
 DG7692
 DG7692'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7692'THE STATION IS LOCATED ABOUT 29.0 KM (18 MI) EAST NORTHEAST OF
 DG7692'CLEVELAND, 8.1 KM (5 MI) NORTHEAST OF BENTON.
 DG7692' 
 DG7692'TO REACH THE STATION FROM THE COURTHOUSE IN BENTON, GO NORTH ON US 411
 DG7692'FOR 10.46 KM (6.50 MI) TO THE ENTRANCE OF EAST TENNESSEE NURSERY. TURN
 DG7692'LEFT AND GO 0.80 KM (0.50 MI) TO STATION ON THE LEFT.
 DG7692' 
 DG7692'THE STATION IS A 3-D MARK WITH AN IRON ROD WITH ALUMINUM CAP SET IN
 DG7692'CONCRETE.  THE LOGO CAP IS STAMPED--GPS 48 RESET 1999--.  THE STATION
 DG7692'IS LOCATED 1.48 M (4.85 FT) NORTHWEST OF THE WITNESS POST, 1.66 M
 DG7692'(5.45 FT) NORTHWEST OF RAIL FENCE, 4.94 M (16.20 FT) SOUTHEAST OF EDGE
 DG7692'OF ASPHALT AND 48.01 M (157.50 FT) NORTHEAST OF FLAGPOLE.
 DG7692' 
 DG7692'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 DG7692'REFERENCE ELLIPSOID.
 DG7692
 DG7692                          STATION RECOVERY (2005)
 DG7692
 DG7692'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 DG7692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1930 ***********************************************************************
 FC1930  CBN         -  This is a Cooperative Base Network Control Station.
 FC1930  DESIGNATION -  GPS 49
 FC1930  PID         -  FC1930
 FC1930  STATE/COUNTY-  TN/HAMILTON
 FC1930  USGS QUAD   -  SNOW HILL (1980)
 FC1930
 FC1930                         *CURRENT SURVEY CONTROL
 FC1930  ___________________________________________________________________
 FC1930* NAD 83(1995)-  35 11 00.08451(N)    085 03 41.11929(W)     ADJUSTED  
 FC1930* NAVD 88     -       261.40   (meters)     857.6    (feet)  LEVELING  
 FC1930  ___________________________________________________________________
 FC1930  X           -     449,285.243 (meters)                     COMP
 FC1930  Y           -  -5,199,546.605 (meters)                     COMP
 FC1930  Z           -   3,654,644.696 (meters)                     COMP
 FC1930  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FC1930  ELLIP HEIGHT-         231.31  (meters)          (08/03/04) GPS OBS
 FC1930  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC1930
 FC1930  HORZ ORDER  -  B
 FC1930  VERT ORDER  -  THIRD
 FC1930  ELLP ORDER  -  FOURTH    CLASS I
 FC1930
 FC1930.The horizontal coordinates were established by GPS observations
 FC1930.and adjusted by the National Geodetic Survey in December 1995..
 FC1930
 FC1930.The orthometric height was determined by differential leveling.
 FC1930.The vertical network tie was performed by a horz. field party for horz.
 FC1930.obs reductions. Reset procedures were used to establish the elevation.
 FC1930
 FC1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1930
 FC1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1930
 FC1930.The ellipsoidal height was determined by GPS observations
 FC1930.and is referenced to NAD 83.
 FC1930
 FC1930.The geoid height was determined by GEOID03.
 FC1930
 FC1930;                    North         East     Units Scale Factor Converg.
 FC1930;SPC TN       -    94,720.735   685,489.249   MT  1.00001243   +0 32 58.1
 FC1930;SPC TN       -   310,762.94  2,248,975.98   sFT  1.00001243   +0 32 58.1
 FC1930;UTM  16      - 3,895,097.933   676,514.346   MT  0.99998400   +1 07 02.2
 FC1930
 FC1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1930!SPC TN       -   0.99996369  x   1.00001243  =   0.99997612
 FC1930!UTM  16      -   0.99996369  x   0.99998400  =   0.99994769
 FC1930
 FC1930                          SUPERSEDED SURVEY CONTROL
 FC1930
 FC1930  ELLIP H (12/14/95)  231.32   (m)                       GP(       ) 1 2
 FC1930  NAD 83(1995)-  35 11 00.08701(N)    085 03 41.12271(W) AD(       ) B
 FC1930  ELLIP H (09/07/90)  231.24   (m)                       GP(       ) 4 1
 FC1930  NGVD 29 (??/??/??)  261.45   (m)          857.8    (f) N HEIGHT    3  
 FC1930
 FC1930.Superseded values are not recommended for survey control.
 FC1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1930.See file dsdata.txt to determine how the superseded data were derived.
 FC1930
 FC1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7651495098(NAD 83)
 FC1930_MARKER: I = METAL ROD
 FC1930_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1930_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1930_STAMPING: GPS 49 1987
 FC1930_MARK LOGO: NGS   
 FC1930_PROJECTION: FLUSH
 FC1930_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1930+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1930_ROD/PIPE-DEPTH: 3.70 meters
 FC1930_SLEEVE-DEPTH  : 0.90 meters
 FC1930
 FC1930  HISTORY     - Date     Condition        Report By
 FC1930  HISTORY     - 1987     MONUMENTED       NGS
 FC1930  HISTORY     - 1987     GOOD             NGS
 FC1930  HISTORY     - 19890717 GOOD
 FC1930  HISTORY     - 19930411 GOOD             NOS
 FC1930  HISTORY     - 19950612 GOOD             NGS
 FC1930  HISTORY     - 20030708 GOOD             GADT
 FC1930  HISTORY     - 20031010 GOOD             TNDT
 FC1930
 FC1930                          STATION DESCRIPTION
 FC1930
 FC1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1930'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI)
 FC1930'NORTHEAST OF CHATTANOOGA,
 FC1930'16.1 KM (10 MI) WEST OF CLEVELAND, IN FRONT OF A FIRE STATION
 FC1930'(HIGHWAY 58 FIRE DEPARMENT STATION 2).
 FC1930'OWNERSHIP--HAMILTON COUNTY
 FC1930'
 FC1930'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 153 AND 58
 FC1930'IN THE NORTHEAST PART OF CHATTANOOGA GO NORTH FOR
 FC1930'10.78 KM (6.7 MI) ON STATE ROUTE 58 TO A MARINA ON THE LEFT ON THE
 FC1930'CHICKAMAUGA LAKE.
 FC1930'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 7.48 KM (4.65 MI) ON STATE
 FC1930'ROUTE 58 TO THE JUNCTION OF STATE ROUTE 312 ON THE LEFT.
 FC1930'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.56 KM (0.35 MI) ON STATE
 FC1930'ROUTE 58 TO THE JUNCTION OF CAREER LANE.
 FC1930'TURN RIGHT AND GO EAST FOR 0.16 KM (0.1 MI) ON CAREER LANE TO THE
 FC1930'FIRE STATION AND THE STATION ON THE RIGHT.
 FC1930'
 FC1930'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.7 METERS
 FC1930'(12 FT).  THE LOGO CAP IS STAMPED---GPS 49 1987---, AND A RAILROAD
 FC1930'SPIKE IS SET IN THE CONCRETE.  LOCATED
 FC1930'17.1 METERS (56 FT) NORTH FROM THE NORTH CORNER OF THE FIRE STATION,
 FC1930'7.0 METERS (23 FT) SOUTH-SOUTHWEST FROM THE CENTER OF CAREER LANE,
 FC1930'21.9 METERS (72 FT) WEST-NORTHWEST FROM A POLE WITH AN EMERGENCY
 FC1930'SIREN,
 FC1930'1.01 METERS (3.3 FT) WEST-SOUTHWEST FROM A WITNESS POST AT THE NORTH
 FC1930'END OF A MASONRY MEMORIAL SIGN,
 FC1930'0.79 METERS (2.6 FT) WEST FROM THE WEST FACE OF THE SIGN.
 FC1930
 FC1930                          STATION RECOVERY (1987)
 FC1930
 FC1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1930'RECOVERED IN GOOD CONDITION.
 FC1930
 FC1930                          STATION RECOVERY (1989)
 FC1930
 FC1930'RECOVERED 1989
 FC1930'RECOVERED IN GOOD CONDITION.
 FC1930
 FC1930                          STATION RECOVERY (1993)
 FC1930
 FC1930'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC1930'RECOVERED IN GOOD CONDITION.
 FC1930
 FC1930                          STATION RECOVERY (1995)
 FC1930
 FC1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1930'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) NORTHEAST OF
 FC1930'CHATTANOOGA, 16.1 KM (10.00 MI) WEST OF CLEVELAND, IN FRONT OF A FIRE
 FC1930'STATION (HIGHWAY 58 FIRE DEPARTMENT STATION 2).  OWNERSHIP--HAMILTON
 FC1930'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 153
 FC1930'AND 58 IN THE NORTHEAST PART OF CHATTANOOGA, GO NORTH FOR 10.78 KM
 FC1930'(6.70 MI) ON STATE ROUTE 58 TO A MARINA ON THE LEFT ON THE CHICKAMAUGA
 FC1930'LAKE.  CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 7.48 KM (4.65 MI) ON
 FC1930'STATE ROUTE 58 TO THE JUNCTION OF STATE ROUTE 312 ON THE LEFT.
 FC1930'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.56 KM (0.35 MI) ON STATE
 FC1930'ROUTE 58 TO THE JUNCTION OF CAREER LANE.  TURN RIGHT AND GO EAST FOR
 FC1930'0.16 KM (0.10 MI) ON CAREER LANE TO THE FIRE STATION AND THE STATION
 FC1930'ON THE RIGHT.  LOCATED 17.1 M (56.1 FT) NORTHEAST FROM THE NORTHEAST
 FC1930'CORNER OF THE FIRE STATION, 7.0 M (23.0 FT) SOUTH-SOUTHWEST FROM THE
 FC1930'CENTER OF CAREER LANE, 21.9 M (71.9 FT) WEST-NORTHWEST FROM A POLE
 FC1930'WITH AN EMERGENCY SIREN, 1.01 M (3.31 FT) WEST-SOUTHWEST FROM A
 FC1930'WITNESS POST AT THE NORTH END OF A MASONRY MEMORIAL SIGN AND 0.79 M
 FC1930'(2.59 FT) WEST FROM THE WEST FACE OF THE SIGN.  A STEEL SPIKE IS
 FC1930'EMBEDDED IN THE CONCRETE.
 FC1930
 FC1930                          STATION RECOVERY (2003)
 FC1930
 FC1930'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 FC1930'RECOVERED IN GOOD CONDITION.
 FC1930
 FC1930                          STATION RECOVERY (2003)
 FC1930
 FC1930'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1930'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3644 ***********************************************************************
 GA3644  CBN         -  This is a Cooperative Base Network Control Station.
 GA3644  DESIGNATION -  GPS 5
 GA3644  PID         -  GA3644
 GA3644  STATE/COUNTY-  TN/UNION
 GA3644  USGS QUAD   -  MAYNARDVILLE (1987)
 GA3644
 GA3644                         *CURRENT SURVEY CONTROL
 GA3644  ___________________________________________________________________
 GA3644* NAD 83(1995)-  36 21 19.01611(N)    083 50 37.77662(W)     ADJUSTED  
 GA3644* NAVD 88     -       378.00   (meters)    1240.2    (feet)  LEVELING  
 GA3644  ___________________________________________________________________
 GA3644  X           -     551,530.357 (meters)                     COMP
 GA3644  Y           -  -5,113,349.379 (meters)                     COMP
 GA3644  Z           -   3,760,219.417 (meters)                     COMP
 GA3644  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 GA3644  ELLIP HEIGHT-         347.45  (meters)          (08/03/04) GPS OBS
 GA3644  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA3644
 GA3644  HORZ ORDER  -  B
 GA3644  VERT ORDER  -  THIRD ?
 GA3644  ELLP ORDER  -  FOURTH    CLASS I
 GA3644
 GA3644.The horizontal coordinates were established by GPS observations
 GA3644.and adjusted by the National Geodetic Survey in September 1994..
 GA3644
 GA3644.The orthometric height was determined by differential leveling.
 GA3644.The vertical network tie was performed by a horz. field party for horz.
 GA3644.obs reductions. Reset procedures were used to establish the elevation.
 GA3644
 GA3644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3644
 GA3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3644
 GA3644.The ellipsoidal height was determined by GPS observations
 GA3644.and is referenced to NAD 83.
 GA3644
 GA3644.The geoid height was determined by GEOID03.
 GA3644
 GA3644;                    North         East     Units Scale Factor Converg.
 GA3644;SPC TN       -   226,468.911   793,515.132   MT  0.99998969   +1 15 44.3
 GA3644;SPC TN       -   743,006.75  2,603,390.90   sFT  0.99998969   +1 15 44.3
 GA3644;UTM  17      - 4,027,111.503   244,815.813   MT  1.00040240   -1 41 12.1
 GA3644
 GA3644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3644!SPC TN       -   0.99994547  x   0.99998969  =   0.99993516
 GA3644!UTM  17      -   0.99994547  x   1.00040240  =   1.00034785
 GA3644
 GA3644                          SUPERSEDED SURVEY CONTROL
 GA3644
 GA3644  ELLIP H (09/07/94)  347.47   (m)                       GP(       ) 4 1
 GA3644  NAD 83(1995)-  36 21 19.01846(N)    083 50 37.78109(W) AD(       ) B
 GA3644  ELLIP H (09/07/90)  347.35   (m)                       GP(       ) 4 1
 GA3644  NGVD 29 (09/07/90)  378.2    (m)         1241.     (f) GPS OBS        
 GA3644
 GA3644.Superseded values are not recommended for survey control.
 GA3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3644.See file dsdata.txt to determine how the superseded data were derived.
 GA3644
 GA3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4481627112(NAD 83)
 GA3644_MARKER: I = METAL ROD
 GA3644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3644_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GA3644_STAMPING: GPS 5 1987
 GA3644_MARK LOGO: NGS   
 GA3644_PROJECTION: FLUSH
 GA3644_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GA3644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3644+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3644_ROD/PIPE-DEPTH: 11.3 meters
 GA3644_SLEEVE-DEPTH  : 0.90 meters
 GA3644
 GA3644  HISTORY     - Date     Condition        Report By
 GA3644  HISTORY     - 1987     MONUMENTED       NGS
 GA3644  HISTORY     - 1987     GOOD             NGS
 GA3644  HISTORY     - 19931013 GOOD             NGS
 GA3644  HISTORY     - 19950607 GOOD             NGS
 GA3644  HISTORY     - 20031010 GOOD             TNDT
 GA3644
 GA3644                          STATION DESCRIPTION
 GA3644
 GA3644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GA3644'THE STATION IS LOCATED ABOUT 12.8 KM (8 MI) NORTH-NORTHWEST OF
 GA3644'MAYNARDSVILLE,
 GA3644'4.0 KM (2.5 MI) NORTHWEST OF SHARPS CHAPEL.
 GA3644'OWNERSHIP--ROAD RIGHT-OF-WAY.
 GA3644'
 GA3644'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 33 AND THE
 GA3644'ROAD TO SHARPS CHAPEL AND CHUCK SWAN MANAGEMENT AREA (THIS JUNCTION
 GA3644'IS LOCATED JUST EAST OF THE UNION/CLAIBORNE COUNTY LINE) GO
 GA3644'WEST FOR 7.48 KM (4.65 MI) ON THE ROAD TO SHARPS CHAPEL TO SHARPS
 GA3644'CHAPEL.  CONTINUE STRAIGHT AHEAD AND GO WESTERLY FOR 2.01 KM (1.25
 GA3644'MI) ON THE SAME ROAD TO A ROAD ON THE RIGHT LEADING NORTHWEST.
 GA3644'TURN RIGHT AND GO NORTHWEST FOR 2.98 KM (1.85 MI) ON THE ROAD
 GA3644'LEADING NORTHWEST TO THE STATION ON THE LEFT ABOUT 121.9 METERS
 GA3644'(400 FT) SOUTH OF WELCH CROSSROAD AND A STORE.
 GA3644'
 GA3644'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 11.3
 GA3644'METERS (37 FT).  THE LOGO CAP IS STAMPED---GPS 5 1987---, AND A
 GA3644'STEEL SPIKE IS SET IN THE CONCRETE.  LOCATED 10.7 METERS (35 FT)
 GA3644'SOUTHWEST FROM THE ROAD CENTER AND 0.3 METERS (1 FT) BELOW SAME,
 GA3644'6.7 METERS (22 FT) NORTH FROM A UTILITY POLE WITH NUMBER S-83 AND
 GA3644'ONE GUY WIRE, 0.5 METERS (1.8 FT) NORTHEAST FROM A FIBERGLASS
 GA3644'WITNESS POST SET IN THE FENCE LINE.
 GA3644
 GA3644                          STATION RECOVERY (1987)
 GA3644
 GA3644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GA3644'RECOVERED IN GOOD CONDITION.
 GA3644
 GA3644                          STATION RECOVERY (1993)
 GA3644
 GA3644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GA3644'THE STATION IS LOCATED ABOUT 36.8 KM (22.85 MI) NORTH-NORTHEAST OF
 GA3644'BYPASS INTERSTATE HIGHWAY 640 AT THE NORTH EDGE OF KNOXVILLE, 12.8 KM
 GA3644'(7.95 MI) NORTH-NORTHWEST OF MAYNARDSVILLE, 4.0 KM (2.50 MI)
 GA3644'NORTHWEST OF SHARPS CHAPEL. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GA3644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND SHARPS
 GA3644'CHAPEL ROAD (THIS JUNCTION IS LOCATED JUST EAST OF THE
 GA3644'UNION/CLAIBORNE COUNTY LINE), GO WEST FOR 5.9 MI (9.5 KM) ON SHARPS
 GA3644'CHAPEL ROAD TO A SHARP RIGHT TURN ON SHARPS CHAPEL ROAD AND BIG
 GA3644'VALLEY ROAD STRAIGHT AHEAD, CONTINUE ON SHARPS CHAPEL ROAD FOR 1.9 MI
 GA3644'(3.1 KM) TO THE STATION ON THE LEFT.
 GA3644'THE STATION IS 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  LOCATED
 GA3644'121.9 M (399.9 FT) SOUTHEAST OF A CROSSROAD (LOOP ROAD ON THE LEFT
 GA3644'AND OAK GROVE LANE ON THE RIGHT) AND A STORE (D A QUICK STOP) ON THE
 GA3644'LEFT, 10.7 M (35.1 FT) SOUTHWEST FROM THE CENTER OF SHARPS CHAPEL
 GA3644'ROAD, 6.7 M (22.0 FT) NORTH FROM UTILITY POLE NUMBER S-83 WITH ONE
 GA3644'GUY WIRE AND 0.5 M (1.6 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST
 GA3644'SET IN THE FENCE LINE.
 GA3644
 GA3644                          STATION RECOVERY (1995)
 GA3644
 GA3644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GA3644'THE STATION IS LOCATED ABOUT 36.8 KM (22.85 MI) NORTH-NORTHEAST OF
 GA3644'BYPASS INTERSTATE HIGHWAY 640 AT THE NORTH EDGE OF KNOXVILLE, 12.8 KM
 GA3644'(7.95 MI) NORTH-NORTHWEST OF MAYNARDSVILLE, 4.0 KM (2.50 MI) NORTHWEST
 GA3644'OF SHARPS CHAPEL.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH THE
 GA3644'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND SHARPS CHAPEL ROAD
 GA3644'(THIS JUNCTION IS LOCATED JUST EAST OF THE UNION/CLAIBORNE COUNTY
 GA3644'LINE), GO WEST FOR 5.9 MI (9.5 KM) ON SHARPS CHAPEL ROAD TO A SHARP
 GA3644'RIGHT TURN ON SHARPS CHAPEL ROAD AND BIG VALLEY ROAD STRAIGHT AHEAD.
 GA3644'CONTINUE ON SHARPS CHAPEL ROAD FOR 1.9 MI (3.1 KM) TO THE STATION ON
 GA3644'LEFT.  THE STATION IS 0.3 M (1.0 FT) LOWER THAN THE ROAD.  LOCATED
 GA3644'121.9 M (399.9 FT) SOUTHEAST OF A CROSSROAD (LOOP ROAD ON LEFT AND OAK
 GA3644'GROVE LANE ON RIGHT) AND A STORE (D A QUICK STOP) ON LEFT, 10.7 M
 GA3644'(35.1 FT) SOUTHWEST FROM THE CENTER OF SHARPS CHAPEL ROAD, 6.7 M (22.0
 GA3644'FT) NORTH FROM UTILITY POLE NUMBER S-83 WITH GUY WIRE AND 0.5 M (1.6
 GA3644'FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS SET IN
 GA3644'THE CONCRETE.
 GA3644
 GA3644                          STATION RECOVERY (2003)
 GA3644
 GA3644'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3644'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1931 ***********************************************************************
 FC1931  CBN         -  This is a Cooperative Base Network Control Station.
 FC1931  DESIGNATION -  GPS 50
 FC1931  PID         -  FC1931
 FC1931  STATE/COUNTY-  TN/MARION
 FC1931  USGS QUAD   -  KETNER GAP (1976)
 FC1931
 FC1931                         *CURRENT SURVEY CONTROL
 FC1931  ___________________________________________________________________
 FC1931* NAD 83(1995)-  35 11 23.59597(N)    085 29 05.80634(W)     ADJUSTED  
 FC1931* NAVD 88     -       208.28   (meters)     683.3    (feet)  LEVELING  
 FC1931  ___________________________________________________________________
 FC1931  X           -     410,802.616 (meters)                     COMP
 FC1931  Y           -  -5,202,266.930 (meters)                     COMP
 FC1931  Z           -   3,655,206.893 (meters)                     COMP
 FC1931  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 FC1931  ELLIP HEIGHT-         179.25  (meters)          (08/03/04) GPS OBS
 FC1931  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FC1931
 FC1931  HORZ ORDER  -  B
 FC1931  VERT ORDER  -  THIRD
 FC1931  ELLP ORDER  -  FOURTH    CLASS I
 FC1931
 FC1931.The horizontal coordinates were established by GPS observations
 FC1931.and adjusted by the National Geodetic Survey in March 1995..
 FC1931
 FC1931.The orthometric height was determined by differential leveling.
 FC1931.The vertical network tie was performed by a horz. field party for horz.
 FC1931.obs reductions. Reset procedures were used to establish the elevation.
 FC1931
 FC1931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1931
 FC1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1931
 FC1931.The ellipsoidal height was determined by GPS observations
 FC1931.and is referenced to NAD 83.
 FC1931
 FC1931.The geoid height was determined by GEOID03.
 FC1931
 FC1931;                    North         East     Units Scale Factor Converg.
 FC1931;SPC TN       -    95,158.817   646,909.746   MT  1.00001115   +0 18 05.5
 FC1931;SPC TN       -   312,200.22  2,122,403.06   sFT  1.00001115   +0 18 05.5
 FC1931;UTM  16      - 3,895,152.350   637,936.468   MT  0.99983448   +0 52 23.7
 FC1931
 FC1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1931!SPC TN       -   0.99997187  x   1.00001115  =   0.99998301
 FC1931!UTM  16      -   0.99997187  x   0.99983448  =   0.99980635
 FC1931
 FC1931                          SUPERSEDED SURVEY CONTROL
 FC1931
 FC1931  ELLIP H (03/09/95)  179.23   (m)                       GP(       ) 1 1
 FC1931  NAD 83(1995)-  35 11 23.59846(N)    085 29 05.80938(W) AD(       ) B
 FC1931  ELLIP H (09/07/90)  179.16   (m)                       GP(       ) 4 1
 FC1931  NAD 27      -  35 11 23.33942(N)    085 29 05.93358(W) AD(       ) 3
 FC1931  NGVD 29 (??/??/??)  208.34   (m)          683.5    (f) N HEIGHT    3  
 FC1931
 FC1931.Superseded values are not recommended for survey control.
 FC1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1931.See file dsdata.txt to determine how the superseded data were derived.
 FC1931
 FC1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3793695152(NAD 83)
 FC1931_MARKER: I = METAL ROD
 FC1931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1931_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FC1931_STAMPING: GPS 50 1987
 FC1931_MARK LOGO: NGS   
 FC1931_PROJECTION: FLUSH
 FC1931_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1931+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 FC1931_ROD/PIPE-DEPTH: 3.40 meters
 FC1931_SLEEVE-DEPTH  : 0.90 meters
 FC1931
 FC1931  HISTORY     - Date     Condition        Report By
 FC1931  HISTORY     - 1987     MONUMENTED       NGS
 FC1931  HISTORY     - 1987     GOOD             NGS
 FC1931  HISTORY     - 19890712 GOOD
 FC1931  HISTORY     - 19900627 GOOD             ALHD
 FC1931  HISTORY     - 19930411 GOOD             NOS
 FC1931  HISTORY     - 19940407 GOOD             NGS
 FC1931  HISTORY     - 19950612 GOOD             NGS
 FC1931  HISTORY     - 20030708 GOOD             GADT
 FC1931  HISTORY     - 20031010 GOOD             TNDT
 FC1931  HISTORY     - 20040622 GOOD             TNDT
 FC1931  HISTORY     - 20060411 GOOD             GADT
 FC1931
 FC1931                          STATION DESCRIPTION
 FC1931
 FC1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1931'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI)
 FC1931'NORTHWEST OF CHATTANOOGA,
 FC1931'0.16 KM (0.1 MI) NORTHEAST OF THE JUNCTION OF STATE ROUTES 283 AND
 FC1931'27, AT POWELLS CROSSROADS, IN A FIELD BEHIND THE VOLUNTEER FIRE
 FC1931'DEPARTMENT.
 FC1931'OWNERSHIP--CHIEF OF VOLUNTEER FIRE DEPARTMENT, FRANK S. KIMSEY,
 FC1931'TELEPHONE (615)658-5455.
 FC1931'
 FC1931'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 283 AND 27
 FC1931'IN POWELLS CROSSROADS GO NORTHEAST FOR 0.16 KM (0.1 MI) ON STATE
 FC1931'ROUTE 283 TO THE FIRE STATION AND THE STATION ON THE RIGHT.
 FC1931'
 FC1931'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.4 METERS
 FC1931'(11 FT).  THE LOGO CAP IS STAMPED---GPS 50 1987---, AND A RAILROAD
 FC1931'SPIKE IS SET IN THE CONCRETE.  LOCATED
 FC1931'63.1 METERS (207 FT) EAST FROM THE CENTER OF STATE ROUTE 283,
 FC1931'58.5 METERS (192 FT) SOUTH FROM THE CENTER OF KETNER COVE ROAD,
 FC1931'31.4 METERS (103 FT) EAST FROM THE REAR WALL OF THE FIRE STATION,
 FC1931'0.37 METERS (1.2 FT) WEST FROM A FIBERGLASS WITNESS POST.
 FC1931
 FC1931                          STATION RECOVERY (1987)
 FC1931
 FC1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1931'RECOVERED IN GOOD CONDITION.
 FC1931
 FC1931                          STATION RECOVERY (1989)
 FC1931
 FC1931'RECOVERED 1989
 FC1931'RECOVERED IN GOOD CONDITION.
 FC1931
 FC1931                          STATION RECOVERY (1990)
 FC1931
 FC1931'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FC1931'THE STATION IS LOCATED IN MARION COUNTY TENNESSEE ON PROPERTY OF
 FC1931'POWELLS CROSSROADS VOLUNTEER FIRE DEPARTMENT IN POWELLS CROSSROADS.
 FC1931'TO REACH THE STATION FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY 27
 FC1931'AND TENNESSEE STATE HIGHWAY 283 IN POWELLS CROSSROADS, DRIVE
 FC1931'NORTHEAST ON TENNESSEE STATE HIGHWAY 283 0.16 KM (0.10 MI) TO THE
 FC1931'POWELLS CROSSROADS VOLUNTEER FIRE DEPARTMENT BUILDING ON THE RIGHT
 FC1931'AND THE STATION BEHIND THE BUILDING.
 FC1931'THE STATION IS 63.1 M (207.0 FT) EAST OF THE CENTERLINE OF TENNESSEE
 FC1931'STATE HIGHWAY 283, 58.5 M (191.9 FT) SOUTH OF THE CENTER OF THE
 FC1931'KETNER COVE ROAD, 31.4 M (103.0 FT) EAST OF THE REAR WALL OF THE FIRE
 FC1931'DEPARTMENT BUILDING, 0.37 M (1.21 FT) WEST OF A CARSONITE WITNESS
 FC1931'POST, AND IS A STAINLESS STEEL ROD WITH A LOGO CAP.
 FC1931'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 FC1931'MR. FRANK S. KIMSEY, CHIEF
 FC1931'POWELLS CROSSROADS VOLUNTEER FIRE DEPARTMENT
 FC1931'PHONE 615 - 658 - 5455.
 FC1931'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FC1931
 FC1931                          STATION RECOVERY (1993)
 FC1931
 FC1931'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC1931'RECOVERED IN GOOD CONDITION.
 FC1931
 FC1931                          STATION RECOVERY (1994)
 FC1931
 FC1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CGS)
 FC1931'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) NORTHWEST OF
 FC1931'CHATTANOOGA, 0.16 KM (0.10 MI) NORTHEAST OF THE JUNCTION OF STATE
 FC1931'ROUTE 283 AND 27, AT POWELLS CROSSROADS, IN A FIELD BEHIND THE
 FC1931'VOLUNTEER FIRE DEPARTMENT. OWNERSHIP--CHIEF OF VOLUNTEER FIRE
 FC1931'DEPARTMENT, FRANK S. KIMSEY, TELEPHONE--615-658-5455. TO REACH THE
 FC1931'STATION FROM THE JUNCTION OF STATE ROUTES 283 AND 27 IN POWELLS
 FC1931'CROSSROADS GO NORTHEAST FOR 0.16 KM (0.10 MI) ON STATE ROUTE 283 TO
 FC1931'THE FIRE STATION AND THE STATION ON THE RIGHT. THE STATION IS LOCATED
 FC1931'63.1 M (207.0 FT) EAST FROM THE CENTER OF STATE ROUTE 283, 58.5 M
 FC1931'(191.9 FT) SOUTH FROM THE CENTER OF KETNER COVE ROAD, 31.4 M (103.0
 FC1931'FT) EAST FROM THE REAR WALL OF THE FIRE STATION AND 0.37 M (1.21 FT)
 FC1931'WEST FROM A FIBERGLASS WITNESS POST.
 FC1931
 FC1931                          STATION RECOVERY (1995)
 FC1931
 FC1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1931'RECOVERED AS DESCRIBED.
 FC1931
 FC1931                          STATION RECOVERY (2003)
 FC1931
 FC1931'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 FC1931'RECOVERED IN GOOD CONDITION.
 FC1931
 FC1931                          STATION RECOVERY (2003)
 FC1931
 FC1931'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1931'RECOVERED AS DESCRIBED.
 FC1931
 FC1931                          STATION RECOVERY (2004)
 FC1931
 FC1931'RECOVERY NOTE BY TN DEPT OF TRANSP 2004 (WM)
 FC1931'RECOVERED AS DESCRIBED.
 FC1931
 FC1931                          STATION RECOVERY (2006)
 FC1931
 FC1931'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 FC1931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1932 ***********************************************************************
 FC1932  CBN         -  This is a Cooperative Base Network Control Station.
 FC1932  DESIGNATION -  GPS 51
 FC1932  PID         -  FC1932
 FC1932  STATE/COUNTY-  TN/FRANKLIN
 FC1932  USGS QUAD   -  SEWANEE (1974)
 FC1932
 FC1932                         *CURRENT SURVEY CONTROL
 FC1932  ___________________________________________________________________
 FC1932* NAD 83(1995)-  35 12 20.04480(N)    085 53 52.52036(W)     ADJUSTED  
 FC1932* NAVD 88     -       593.03   (meters)    1945.6    (feet)  N HEIGHT  
 FC1932  ___________________________________________________________________
 FC1932  X           -     373,246.185 (meters)                     COMP
 FC1932  Y           -  -5,204,406.423 (meters)                     COMP
 FC1932  Z           -   3,656,850.518 (meters)                     COMP
 FC1932  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FC1932  ELLIP HEIGHT-         564.35  (meters)          (12/14/95) GPS OBS
 FC1932  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1932  DYNAMIC HT  -         592.42  (meters)    1943.6   (feet)  COMP
 FC1932  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 FC1932
 FC1932  HORZ ORDER  -  B
 FC1932  VERT ORDER  -  THIRD
 FC1932  ELLP ORDER  -  FIRST     CLASS II
 FC1932
 FC1932.This mark is at University Of The South Airport (UOS)
 FC1932
 FC1932.The horizontal coordinates were established by GPS observations
 FC1932.and adjusted by the National Geodetic Survey in December 1995..
 FC1932
 FC1932.The orthometric height was determined by differential leveling
 FC1932.and adjusted by the National Geodetic Survey in August 1996..
 FC1932.The height was determined by precise leveling from only one NSRS
 FC1932.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FC1932.allowed ONLY to validate the GPS-derived height.
 FC1932
 FC1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1932
 FC1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1932
 FC1932.The ellipsoidal height was determined by GPS observations
 FC1932.and is referenced to NAD 83.
 FC1932
 FC1932.The geoid height was determined by GEOID03.
 FC1932
 FC1932.The dynamic height is computed by dividing the NAVD 88
 FC1932.geopotential number by the normal gravity value computed on the
 FC1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1932.degrees latitude (g = 980.6199 gals.).
 FC1932
 FC1932.The modeled gravity was interpolated from observed gravity values.
 FC1932
 FC1932;                    North         East     Units Scale Factor Converg.
 FC1932;SPC TN       -    96,779.875   609,295.193   MT  1.00000814   +0 03 35.1
 FC1932;SPC TN       -   317,518.64  1,998,995.98   sFT  1.00000814   +0 03 35.1
 FC1932;UTM  16      - 3,896,396.412   600,316.347   MT  0.99972402   +0 38 07.5
 FC1932
 FC1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1932!SPC TN       -   0.99991143  x   1.00000814  =   0.99991956
 FC1932!UTM  16      -   0.99991143  x   0.99972402  =   0.99963547
 FC1932
 FC1932                          SUPERSEDED SURVEY CONTROL
 FC1932
 FC1932  NAD 83(1995)-  35 12 20.04664(N)    085 53 52.52211(W) AD(       ) B
 FC1932  ELLIP H (09/07/90)  564.29   (m)                       GP(       ) 4 1
 FC1932  NAVD 88 (12/14/95)  593.03   (m)         1945.6    (f) LEVELING    3  
 FC1932  NGVD 29 (??/??/??)  593.03   (m)         1945.6    (f) N HEIGHT    3  
 FC1932
 FC1932.Superseded values are not recommended for survey control.
 FC1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1932.See file dsdata.txt to determine how the superseded data were derived.
 FC1932
 FC1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0031696396(NAD 83)
 FC1932_MARKER: I = METAL ROD
 FC1932_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FC1932_SP_SET: STAINLESS STEEL ROD
 FC1932_STAMPING: GPS 51 1987
 FC1932_MARK LOGO: NGS   
 FC1932_PROJECTION: FLUSH
 FC1932_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FC1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1932+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1995
 FC1932_ROD/PIPE-DEPTH: 2.4  meters
 FC1932_SLEEVE-DEPTH  : 0.9 meters
 FC1932
 FC1932  HISTORY     - Date     Condition        Report By
 FC1932  HISTORY     - 1987     MONUMENTED       NGS
 FC1932  HISTORY     - 1987     GOOD             NGS
 FC1932  HISTORY     - 19891102 GOOD
 FC1932  HISTORY     - 19900626 GOOD             ALHD
 FC1932  HISTORY     - 19910220 GOOD
 FC1932  HISTORY     - 19950612 GOOD             NGS
 FC1932  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FC1932
 FC1932                          STATION DESCRIPTION
 FC1932
 FC1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FC1932'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHWEST OF MONTEAGLE,
 FC1932'1.6 KM (1 MI) EAST OF SEWANEE, ON THE SEWANEE/FRANKLIN COUNTY
 FC1932'AIRPORT,
 FC1932'0.16 KM (0.1 MI) EAST-SOUTHEAST OF THE ENTRANCE TO THE AIRPORT.
 FC1932'OWNERSHIP--CONTACT POLICE DEPARTMENT IF STATION WILL BE VISITED
 FC1932'AFTER DARK, TELEPHONE (615)598-1111.
 FC1932'
 FC1932'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 24 AND U.S.
 FC1932'HIGHWAYS 64 AND 41A GO WEST FOR 5.15 KM (3.2 MI) ON U.S. HIGHWAYS
 FC1932'64 AND 41A TO THE JUNCTION OF STATE ROUTE 156.
 FC1932'TURN LEFT AND GO SOUTH FOR 0.48 KM (0.3 MI) ON STATE ROUTE 156 TO A
 FC1932'FORK.
 FC1932'FOLLOW THE RIGHT FORK AND GO WEST FOR 0.64 KM (0.4 MI) ON THE ROAD
 FC1932'TO THE AIRPORT AND THE STATION.
 FC1932'
 FC1932'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 2.4 METERS
 FC1932'(8 FT).  THE LOGO CAP IS STAMPED---GPS 51 1987---, AND A RAILROAD
 FC1932'SPIKE IS SET IN THE CONCRETE.  LOCATED
 FC1932'84.4 METERS (277 FT) EAST-SOUTHEAST FROM THE EAST CORNER OF THE
 FC1932'AIRPORT OFFICE,
 FC1932'64.3 METERS (211 FT) SOUTH-SOUTHEAST FROM THE ROAD CENTER,
 FC1932'43.3 METERS (142 FT) EAST FROM A WIND TEE,
 FC1932'33.5 METERS (110 FT) NORTH-NORTHWEST FROM THE RUNWAY CENTERLINE AND
 FC1932'LEVEL WITH SAME,
 FC1932'0.3 METERS (1 FT) NORTHWEST FROM A WITNESS POST, AND AT THE INSIDE
 FC1932'CORNER OF A CURVE IN A DRAINAGE DITCH.
 FC1932
 FC1932                          STATION RECOVERY (1987)
 FC1932
 FC1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1932'RECOVERED IN GOOD CONDITION.
 FC1932
 FC1932                          STATION RECOVERY (1989)
 FC1932
 FC1932'RECOVERED 1989
 FC1932'RECOVERED IN GOOD CONDITION.
 FC1932
 FC1932                          STATION RECOVERY (1990)
 FC1932
 FC1932'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FC1932'THE STATION IS LOCATED IN FRANKLIN COUNTY, TENNESSEE ON THE
 FC1932'SEWANEE/FRANKLIN COUNTY AIRPORT, ABOUT 1.6 KM (1.0 MI) EAST OF
 FC1932'SEWANEE AND ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF MONTEAGLE.
 FC1932'TO REACH THE STATION FROM THE JUNCTION OF OF I - 24, U. S. 41A, AND U.
 FC1932'S. 64, DRIVE WEST ON U. S. 41A AND U. S. 64 5.15 KM (3.20 MI) TO THE
 FC1932'JUNCTION OF TENNESSEE STATE HIGHWAY 156, TURN LEFT ON TENNESSEE STATE
 FC1932'HIGHWAY 156 AND DRIVE SOUTH 0.48 KM (0.30 MI) TO A Y INTERSECTION,
 FC1932'BEAR RIGHT AND DRIVE WEST 0.64 KM (0.40 MI) TO THE AIRPORT AND THE
 FC1932'STATION.
 FC1932'THE STATION IS 84.4 M (276.9 FT) EAST - SOUTHEAST OF THE EAST CORNER
 FC1932'OF THE AIRPORT OFFICE BUILDING, 64.3 M (211.0 FT) SOUTH - SOUTHEAST
 FC1932'OF THE CENTER OF THE PAVED COUNTY ROAD (AIRPORT ROAD), 43.3 M
 FC1932'(142.1 FT) EAST OF A WIND DIRECTION INDICATOR, 33.5 M (109.9 FT)
 FC1932'NORTH - NORTHWEST OF THE CENTER OF THE RUNWAY, AT THE INSIDE CORNER OF
 FC1932'A CURVE IN A DRAINAGE DITCH, 0.30 M (0.98 FT) NORTHWEST OF A
 FC1932'CARSONITE WITNESS POSTAND IS A STAINLESS STEEL ROD DRIVEN 2.4 M
 FC1932'(7.9 FT) .
 FC1932'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 FC1932'MS. GLENDA J. HALL, OPERATOR
 FC1932'SEWANEE/FRANKLIN COUNTY AIRPORT
 FC1932'ROUTE 1, BOX 369
 FC1932'SEWANEE, TENNESSEE 37375
 FC1932'PHONE 615 - 598 - 5318 OR 615 - 598 - 0745
 FC1932'OR
 FC1932'NOTIFY
 FC1932'SEWANEE POLICE DEPARTMENT
 FC1932'PHONE 615 - 598 - 1111.
 FC1932'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FC1932
 FC1932                          STATION RECOVERY (1991)
 FC1932
 FC1932'RECOVERED 1991
 FC1932'RECOVERED IN GOOD CONDITION.
 FC1932
 FC1932                          STATION RECOVERY (1995)
 FC1932
 FC1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FC1932'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF MONTEAGLE,
 FC1932'1.6 KM (1.00 MI) EAST OF SEWANEE, ON THE SEWANEE/FRANKLIN COUNTY
 FC1932'AIRPORT, 0.16 KM (0.10 MI) EAST-SOUTHEAST OF THE ENTRANCE TO AIRPORT.
 FC1932'CONTACT POLICE DEPARTMENT, PHONE 615-598-1111 OR 598-5609, IF STATION
 FC1932'WILL BE VISITED AFTER DARK.  TO REACH THE STATION FROM THE JUNCTION OF
 FC1932'INTERSTATE HIGHWAY 24 AND U.S. HIGHWAYS 64 AND 41A, ABOUT 10 KM (6.20
 FC1932'MI) EAST-NORTHEAST OF SEWANEE, GO WEST FOR 5.15 KM (3.20 MI) ON U.S.
 FC1932'HIGHWAYS 64 AND 41A TO THE JUNCTION OF STATE ROUTE 156.  TURN LEFT AND
 FC1932'GO SOUTH FOR 0.48 KM (0.30 MI) ON STATE ROUTE 156 TO A FORK.  FOLLOW
 FC1932'THE RIGHT FORK AND GO WEST FOR 0.64 KM (0.40 MI) ON THE ROAD TO THE
 FC1932'AIRPORT AND THE STATION.  THE TOP OF ROD IS RECESSED 5 CM BELOW
 FC1932'GROUND.  LOCATED 84.4 M (276.9 FT) EAST-SOUTHEAST FROM THE EAST CORNER
 FC1932'OF THE AIRPORT OFFICE, 64.3 M (211.0 FT) SOUTH-SOUTHEAST FROM THE ROAD
 FC1932'CENTER, 43.3 M (142.1 FT) EAST FROM THE CENTER OF CONCRETE BASE FOR
 FC1932'WIND TEE (WIND TEE HAS BEEN REMOVED), 33.5 M (109.9 FT)
 FC1932'NORTH-NORTHWEST FROM THE RUNWAY CENTERLINE, 0.3 M (1.0 FT) NORTHWEST
 FC1932'OF A WITNESS POST, LEVEL WITH RUNWAY AND AT THE INSIDE OF CURVE IN
 FC1932'DRAINAGE DITCH.  A STEEL SPIKE IS SET IN CONCRETE.
 FC1932
 FC1932                          STATION RECOVERY (1999)
 FC1932
 FC1932'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FC1932'THIS MONUMENT WAS DESTROYED DUE TO CONSTRUCTION.  A NEW MONUMENT WAS
 FC1932'SET AS GPS 51 RESET IN 1997.  GPS 51 RESET IS NOT IN THE NGS DATA
 FC1932'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7694 ***********************************************************************
 DG7694  CBN         -  This is a Cooperative Base Network Control Station.
 DG7694  DESIGNATION -  GPS 51 RESET
 DG7694  PID         -  DG7694
 DG7694  STATE/COUNTY-  TN/FRANKLIN
 DG7694  USGS QUAD   -  SEWANEE (1974)
 DG7694
 DG7694                         *CURRENT SURVEY CONTROL
 DG7694  ___________________________________________________________________
 DG7694* NAD 83(1995)-  35 12 18.47519(N)    085 53 51.36598(W)     ADJUSTED  
 DG7694* NAVD 88     -       592.1    (meters)    1943.     (feet)  GPS OBS   
 DG7694  ___________________________________________________________________
 DG7694  X           -     373,277.246 (meters)                     COMP
 DG7694  Y           -  -5,204,431.296 (meters)                     COMP
 DG7694  Z           -   3,656,810.385 (meters)                     COMP
 DG7694  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DG7694  ELLIP HEIGHT-         563.30  (meters)          (08/03/04) GPS OBS
 DG7694  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG7694
 DG7694  HORZ ORDER  -  A
 DG7694  ELLP ORDER  -  FOURTH    CLASS I
 DG7694
 DG7694.The horizontal coordinates were established by GPS observations
 DG7694.and adjusted by the National Geodetic Survey in August 2004..
 DG7694
 DG7694.The orthometric height was determined by GPS observations and a
 DG7694.high-resolution geoid model.
 DG7694
 DG7694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7694
 DG7694.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7694
 DG7694.The ellipsoidal height was determined by GPS observations
 DG7694.and is referenced to NAD 83.
 DG7694
 DG7694.The geoid height was determined by GEOID03.
 DG7694
 DG7694;                    North         East     Units Scale Factor Converg.
 DG7694;SPC TN       -    96,731.533   609,324.443   MT  1.00000822   +0 03 35.8
 DG7694;SPC TN       -   317,360.04  1,999,091.94   sFT  1.00000822   +0 03 35.8
 DG7694;UTM  16      - 3,896,348.381   600,346.073   MT  0.99972409   +0 38 08.1
 DG7694
 DG7694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7694!SPC TN       -   0.99991159  x   1.00000822  =   0.99991981
 DG7694!UTM  16      -   0.99991159  x   0.99972409  =   0.99963570
 DG7694
 DG7694                          SUPERSEDED SURVEY CONTROL
 DG7694
 DG7694.No superseded survey control is available for this station.
 DG7694
 DG7694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0034696348(NAD 83)
 DG7694_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 DG7694_SETTING: 0 = UNSPECIFIED SETTING
 DG7694_SP_SET: ATOP REBAR SET IN CONCRETE
 DG7694_STAMPING: GPS 51 RESET
 DG7694_MARK LOGO: TNDT  
 DG7694_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7694+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7694
 DG7694  HISTORY     - Date     Condition        Report By
 DG7694  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7694
 DG7694                          STATION DESCRIPTION
 DG7694
 DG7694'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7694'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHWEST OF MONTEAGLE, 1.6
 DG7694'KM (1 MI) EAST OF SEWANEE, ON THE SEWANEE/FRANKLIN COUNTY AIRPORT,
 DG7694'0.16 KM (0.1 MI) EAST SOUTHEAST OF THE ENTRANCE TO THE AIRPORT.
 DG7694'OWNERSHIP--AIRPORT MANAGER DAN BACKLUND (615) 598-1910.  CONTACT
 DG7694'POLICE DEPARTMENT IF STATION WILL BE VISITED AFTER DARK, TELEPHONE
 DG7694'(615) 598-1111.
 DG7694' 
 DG7694'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 24 AND US
 DG7694'HIGHWAYS 64 AND 41A GO WEST FOR 5.15 KM (3.2 MI) ON US HIGHWAYS 64 AND
 DG7694'41A TO THE JUNCTION OF STATE ROUTE 156.  TURN LEFT AND GO SOUTH FOR
 DG7694'0.48 KM (0.3 MI) ON STATE ROUTE 156 TO A FORK.  FOLLOW THE RIGHT FORK
 DG7694'AND GO WEST FOR 0.64 KM (0.4 MI) ON THE ROAD TO THE AIRPORT AND THE
 DG7694'STATION ON LEFT.
 DG7694' 
 DG7694'THE STATION IS A 3-D MARK WITH ALUMINUM DISK STAMPED--GPS 51 RESET--,
 DG7694'ATOP 5/8 INCH REBAR DRIVEN 1.5 METERS (5 FT) SET IN CONCRETE.  LOCATED
 DG7694'0.50 METERS (1.6 FT) NORTHWEST OF ITS CARSONITE WITNESS POST, 15.30
 DG7694'METERS (50.2 FT) SOUTHEAST OF THE EDGE OF THE ASPHALT RUNWAY.  14.00
 DG7694'METERS (45.9 FT) SOUTHEAST OF THE WHITE LIGHT ON RUNWAY, 140.50 METERS
 DG7694'(461.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE AIRPORT OFFICE
 DG7694'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1652 ***********************************************************************
 FD1652  CBN         -  This is a Cooperative Base Network Control Station.
 FD1652  DESIGNATION -  GPS 52
 FD1652  PID         -  FD1652
 FD1652  STATE/COUNTY-  TN/MOORE
 FD1652  USGS QUAD   -  MULBERRY (1972)
 FD1652
 FD1652                         *CURRENT SURVEY CONTROL
 FD1652  ___________________________________________________________________
 FD1652* NAD 83(1995)-  35 14 28.42030(N)    086 24 38.98606(W)     ADJUSTED  
 FD1652* NAVD 88     -       229.64   (meters)     753.4    (feet)  LEVELING  
 FD1652  ___________________________________________________________________
 FD1652  X           -     326,481.014 (meters)                     COMP
 FD1652  Y           -  -5,204,965.713 (meters)                     COMP
 FD1652  Z           -   3,659,873.303 (meters)                     COMP
 FD1652  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FD1652  ELLIP HEIGHT-         201.42  (meters)          (08/29/05) GPS OBS
 FD1652  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FD1652
 FD1652  HORZ ORDER  -  B
 FD1652  VERT ORDER  -  THIRD ?
 FD1652  ELLP ORDER  -  FOURTH    CLASS I
 FD1652
 FD1652.The horizontal coordinates were established by GPS observations
 FD1652.and adjusted by the National Geodetic Survey in December 1995..
 FD1652
 FD1652.The orthometric height was determined by differential leveling.
 FD1652.The vertical network tie was performed by a horz. field party for horz.
 FD1652.obs reductions. Reset procedures were used to establish the elevation.
 FD1652
 FD1652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1652
 FD1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1652
 FD1652.The ellipsoidal height was determined by GPS observations
 FD1652.and is referenced to NAD 83.
 FD1652
 FD1652.The geoid height was determined by GEOID03.
 FD1652
 FD1652;                    North         East     Units Scale Factor Converg.
 FD1652;SPC TN       -   100,809.803   562,606.579   MT  1.00000156   -0 14 25.9
 FD1652;SPC TN       -   330,740.16  1,845,818.42   sFT  1.00000156   -0 14 25.9
 FD1652;UTM  16      - 3,899,953.885   553,604.847   MT  0.99963541   +0 20 23.9
 FD1652
 FD1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1652!SPC TN       -   0.99996839  x   1.00000156  =   0.99996995
 FD1652!UTM  16      -   0.99996839  x   0.99963541  =   0.99960381
 FD1652
 FD1652                          SUPERSEDED SURVEY CONTROL
 FD1652
 FD1652  ELLIP H (08/03/04)  201.32   (m)                       GP(       ) 4 1
 FD1652  ELLIP H (12/14/95)  201.40   (m)                       GP(       ) 1 2
 FD1652  NAD 83(1995)-  35 14 28.42169(N)    086 24 38.98711(W) AD(       ) B
 FD1652  ELLIP H (09/07/90)  201.39   (m)                       GP(       ) 4 1
 FD1652  NGVD 29 (12/04/92)  229.6    (m)          753.     (f) GPS OBS        
 FD1652
 FD1652.Superseded values are not recommended for survey control.
 FD1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1652.See file dsdata.txt to determine how the superseded data were derived.
 FD1652
 FD1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5360599954(NAD 83)
 FD1652_MARKER: DH = HORIZONTAL CONTROL DISK
 FD1652_SETTING: 66 = SET IN ROCK OUTCROP
 FD1652_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FD1652_STAMPING: GPS 52 1987
 FD1652_MARK LOGO: NGS   
 FD1652_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1652+STABILITY: POSITION/ELEVATION WELL
 FD1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1652+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 FD1652
 FD1652  HISTORY     - Date     Condition        Report By
 FD1652  HISTORY     - 1987     MONUMENTED       NGS
 FD1652  HISTORY     - 1987     GOOD             NGS
 FD1652  HISTORY     - 19891102 GOOD
 FD1652  HISTORY     - 19900626 GOOD             ALHD
 FD1652  HISTORY     - 19910205 GOOD
 FD1652  HISTORY     - 19920113 GOOD             NGS
 FD1652  HISTORY     - 19950612 GOOD             NGS
 FD1652  HISTORY     - 20031010 GOOD             TNDT
 FD1652  HISTORY     - 20040622 GOOD             TNDT
 FD1652
 FD1652                          STATION DESCRIPTION
 FD1652
 FD1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1652'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI)
 FD1652'NORTHEAST OF FAYETTEVILLE,
 FD1652'6.4 KM (4 MI) SOUTHWEST OF LYNCHBURG, ON THE SOUTHEAST SIDE OF
 FD1652'STATE ROUTE 50 IN A LARGE FLAT BEDROCK OUTCROP ON THE ROAD
 FD1652'RIGHT-OF-WAY.
 FD1652'OWNERSHIP--STATE RIGHT-OF-WAY.
 FD1652'
 FD1652'TO REACH THE STATION FROM THE JACK DANIELS DISTILLERY (VISITORS
 FD1652'ENTRANCE) ON STATE ROUTE 55 IN LYNCHBURG GO SOUTHWEST FOR
 FD1652'2.7 KM (1.7 MI) ON STATE ROUTE 55 TO THE JUNCTION OF STATE ROUTE
 FD1652'50.  CONTINUE STRAIGHT AHEAD, NOW ON STATE ROUTE 50, AND GO
 FD1652'SOUTHWEST FOR 2.25 KM (1.4 MI) TO A TENNESSEE DEPARTMENT OF
 FD1652'TRANSPORTATION GARAGE.
 FD1652'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 FD1652'1.21 KM (0.75 MI) ON STATE ROUTE 50 TO THE STATION ON THE LEFT,
 FD1652'1.13 KM (0.7 MI) NORTHEAST OF THE MOORE/LINCOLN COUNTY LINE.
 FD1652'
 FD1652'THE STATION IS A STANDARD NGS DISK
 FD1652'STAMPED---GPS 52 1987---,
 FD1652'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 4.6 METERS (15
 FD1652'FT) BY 2.4 METERS (8 FT) FLUSH WITH GROUND.  LOCATED
 FD1652'46.3 METERS (152 FT) SOUTH AND ACROSS THE ROAD FROM A POWER POLE
 FD1652'WITH ONE GUY WIRE,
 FD1652'7.9 METERS (26 FT) WEST-NORTHWEST FROM THE SOUTHEAST RIGHT-OF-WAY
 FD1652'FENCE,
 FD1652'7.53 METERS (24.7 FT) EAST-SOUTHEAST FROM THE CENTER OF STATE ROUTE
 FD1652'50 AND 0.3 METERS (1 FT) ABOVE THE SAME,
 FD1652'1.19 METERS (3.9 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 FD1652
 FD1652                          STATION RECOVERY (1987)
 FD1652
 FD1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FD1652'RECOVERED IN GOOD CONDITION.
 FD1652
 FD1652                          STATION RECOVERY (1989)
 FD1652
 FD1652'RECOVERED 1989
 FD1652'RECOVERED IN GOOD CONDITION.
 FD1652
 FD1652                          STATION RECOVERY (1990)
 FD1652
 FD1652'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FD1652'THE STATION IS LOCATED IN MOORE COUNTY TENNESSEE ON THE EAST RIGHT OF
 FD1652'WAY OF TENNESSEE STATE HIGHWAY 50, ABOUT 6.4 KM (4.0 MI) SOUTHWEST OF
 FD1652'LYNCHBURG AND ABOUT 17.7 KM (11.0 MI) NORTHEAST OF FAYETTEVILLE.
 FD1652'TO REACH THE STATION FROM THE JUNCTION OF U. S. 64 AND TENNESSEE STATE
 FD1652'HIGHWAY 50, MILE POST 13.45 ON TENNESSEE STATE HIGHWAY 50, ON THE
 FD1652'EAST SIDE OF FAYETTEVILLE, DRIVE NORTHEAST ON TENNESSEE STATE HIGHWAY
 FD1652'50 FOR 13.76 KM (8.55 MI) TO THE LINCOLN - MOORE COUNTY LINE,
 FD1652'CONTINUE NORTHEAST ON TENNESSEE STATE HIGHWAY 50 FOR 1.13 KM
 FD1652'(0.70 MI) TO THE STATION ON THE RIGHT.
 FD1652'THE STATION IS 46.3 M (151.9 FT) SOUTH OF A POWER POLE WITH ONE GUY
 FD1652'WIRE ACROSS TENNESSEE STATE HIGHWAY 50, 7.9 M (25.9 FT) WEST -
 FD1652'SOUTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 7.53 M (24.70 FT) EAST
 FD1652'- SOUTHEAST OF THE CENTERLINE OF TENNESSEE STATE HIGHWAY 50, 1.19 M
 FD1652'(3.90 FT) EAST - SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 FD1652'IN A DRILLED HOLE IN THE TOP OF A ROCK OUTCROP MEASURING 4.6 M
 FD1652'(15.1 FT) BY 2.4 M (7.9 FT) .
 FD1652
 FD1652                          STATION RECOVERY (1991)
 FD1652
 FD1652'RECOVERED 1991
 FD1652'RECOVERED IN GOOD CONDITION.
 FD1652
 FD1652                          STATION RECOVERY (1992)
 FD1652
 FD1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FD1652'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) NORTHEAST OF
 FD1652'FAYETTEVILLE, 6.4 KM (4.0 MI) SOUTHWEST OF LYNCHBURG, 1.13 KM
 FD1652'(0.70 MI) NORTHEAST OF THE MOORE/LINCOLN COUNTY LINE ON THE SOUTHEAST
 FD1652'SIDE OF STATE ROUTE 50 IN A LARGE FLAT BEDROCK OUTCROP ON THE ROAD
 FD1652'RIGHT-OF-WAY.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 FD1652'TO REACH THE STATION FROM THE VISITORS ENTRANCE OF THE JACK DANIELS
 FD1652'DISTILLERY ON STATE ROUTE 55 IN LYNCHBURG, GO SOUTHWEST ON STATE
 FD1652'ROUTE 55 FOR 2.7 KM (1.7 MI) TO THE JUNCTION OF STATE ROUTE 50.
 FD1652'CONTINUE STRAIGHT AHEAD, NOW ON STATE ROUTE 50, AND GO SOUTHWEST FOR
 FD1652'2.25 KM (1.40 MI) TO A TENNESSEE DEPARTMENT OF TRANSPORTATION GARAGE.
 FD1652'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST ON STATE ROUTE 50 FOR 1.21
 FD1652'KM (0.75 MI) TO THE STATION ON THE LEFT.
 FD1652'THE STATION IS LOCATED 46.3 M (151.9 FT) SOUTH AND ACROSS THE ROAD
 FD1652'FROM A POWER POLE WITH ONE GUY WIRE, 7.9 M (25.9 FT) WEST-NORTHWEST
 FD1652'FROM THE SOUTHEAST RIGHT-OF-WAY FENCE, 7.53 M (24.70 FT)
 FD1652'EAST-SOUTHEAST FROM THE CENTER OF STATE ROUTE 50 AND 0.3 M (1.0 FT)
 FD1652'ABOVE ROAD, AND 1.19 M (3.90 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 FD1652'NOTE--THE STATION IS SET IN A BEDROCK OUTCROP THAT MEASURES 4.6 M
 FD1652'(15.1 FT) X 2.4 M (7.9 FT) AND IS FLUSH WITH THE GROUND.
 FD1652
 FD1652                          STATION RECOVERY (1995)
 FD1652
 FD1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1652'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTHEAST OF
 FD1652'FAYETTEVILLE, 6.4 KM (3.95 MI) SOUTHWEST OF LYNCHBURG, ON THE
 FD1652'SOUTHEAST SIDE OF STATE ROUTE 50, IN A LARGE FLAT BEDROCK OUTCROP ON
 FD1652'THE ROAD RIGHT-OF-WAY.  OWNERSHIP--TENNESSEE DEPARTMENT OF
 FD1652'TRANSPORTATION.  TO REACH THE STATION FROM THE JACK DANIELS DISTILLERY
 FD1652'(VISITORS ENTRANCE) ON STATE ROUTE 55 IN LYNCHBURG, GO SOUTHWEST FOR
 FD1652'2.7 KM (1.65 MI) ON STATE ROUTE 55 TO THE JUNCTION OF STATE ROUTE 50.
 FD1652'CONTINUE STRAIGHT AHEAD, NOW ON STATE ROUTE 50, AND GO SOUTHWEST FOR
 FD1652'2.25 KM (1.40 MI) TO A TENNESSEE DEPARTMENT OF TRANSPORTATION GARAGE.
 FD1652'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 1.21 KM (0.75 MI) ON
 FD1652'STATE ROUTE 50 TO THE STATION ON THE LEFT, 1.13 KM (0.70 MI) NORTHEAST
 FD1652'OF THE MOORE/LINCOLN COUNTY LINE.  THE STATION IS SET INTO A DRILL
 FD1652'HOLE IN ROCK OUTCROP MEASURING 4.6 M (15.1 FT) BY 2.4 M (7.9 FT) FLUSH
 FD1652'WITH THE GROUND.  LOCATED 46.3 M (151.9 FT) SOUTH AND ACROSS THE ROAD
 FD1652'FROM A POWER POLE WITH ONE GUY WIRE, 7.9 M (25.9 FT) WEST-NORTHWEST
 FD1652'FROM THE SOUTHEAST RIGHT-OF-WAY FENCE, 7.53 M (24.70 FT)
 FD1652'EAST-SOUTHEAST FROM THE CENTER OF STATE ROUTE 50 AND 0.3 M (1.0 FT)
 FD1652'ABOVE THE SAME, 1.19 M (3.90 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 FD1652
 FD1652                          STATION RECOVERY (2003)
 FD1652
 FD1652'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1652'RECOVERED AS DESCRIBED.
 FD1652
 FD1652                          STATION RECOVERY (2004)
 FD1652
 FD1652'RECOVERY NOTE BY TN DEPT OF TRANSP 2004 (CEF)
 FD1652'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1653 ***********************************************************************
 FD1653  CBN         -  This is a Cooperative Base Network Control Station.
 FD1653  DESIGNATION -  GPS 53
 FD1653  PID         -  FD1653
 FD1653  STATE/COUNTY-  TN/GILES
 FD1653  USGS QUAD   -  FRANKEWING (1982)
 FD1653
 FD1653                         *CURRENT SURVEY CONTROL
 FD1653  ___________________________________________________________________
 FD1653* NAD 83(1995)-  35 11 36.35019(N)    086 52 12.66117(W)     ADJUSTED  
 FD1653* NAVD 88     -       235.36   (meters)     772.2    (feet)  N HEIGHT  
 FD1653  ___________________________________________________________________
 FD1653  X           -     284,908.742 (meters)                     COMP
 FD1653  Y           -  -5,210,474.579 (meters)                     COMP
 FD1653  Z           -   3,655,544.511 (meters)                     COMP
 FD1653  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FD1653  ELLIP HEIGHT-         207.69  (meters)          (12/14/95) GPS OBS
 FD1653  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1653  DYNAMIC HT  -         235.14  (meters)     771.5   (feet)  COMP
 FD1653  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FD1653
 FD1653  HORZ ORDER  -  B
 FD1653  VERT ORDER  -  THIRD
 FD1653  ELLP ORDER  -  FIRST     CLASS II
 FD1653
 FD1653.The horizontal coordinates were established by GPS observations
 FD1653.and adjusted by the National Geodetic Survey in December 1995..
 FD1653
 FD1653.The orthometric height was determined by differential leveling
 FD1653.and adjusted by the National Geodetic Survey in August 1996..
 FD1653.The height was determined by precise leveling from only one NSRS
 FD1653.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FD1653.allowed ONLY to validate the GPS-derived height.
 FD1653
 FD1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1653
 FD1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1653
 FD1653.The ellipsoidal height was determined by GPS observations
 FD1653.and is referenced to NAD 83.
 FD1653
 FD1653.The geoid height was determined by GEOID03.
 FD1653
 FD1653.The dynamic height is computed by dividing the NAVD 88
 FD1653.geopotential number by the normal gravity value computed on the
 FD1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1653.degrees latitude (g = 980.6199 gals.).
 FD1653
 FD1653.The modeled gravity was interpolated from observed gravity values.
 FD1653
 FD1653;                    North         East     Units Scale Factor Converg.
 FD1653;SPC TN       -    95,780.765   520,750.132   MT  1.00001046   -0 30 34.0
 FD1653;SPC TN       -   314,240.73  1,708,494.39   sFT  1.00001046   -0 30 34.0
 FD1653;UTM  16      - 3,894,501.842   511,818.015   MT  0.99960172   +0 04 29.3
 FD1653
 FD1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1653!SPC TN       -   0.99996740  x   1.00001046  =   0.99997786
 FD1653!UTM  16      -   0.99996740  x   0.99960172  =   0.99956913
 FD1653
 FD1653                          SUPERSEDED SURVEY CONTROL
 FD1653
 FD1653  NAD 83(1995)-  35 11 36.35133(N)    086 52 12.66181(W) AD(       ) B
 FD1653  ELLIP H (09/07/90)  207.67   (m)                       GP(       ) 4 1
 FD1653  NAVD 88 (12/14/95)  235.36   (m)          772.2    (f) LEVELING    3  
 FD1653  NGVD 29 (??/??/??)  235.34   (m)          772.1    (f) N HEIGHT    3  
 FD1653
 FD1653.Superseded values are not recommended for survey control.
 FD1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1653.See file dsdata.txt to determine how the superseded data were derived.
 FD1653
 FD1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1181894502(NAD 83)
 FD1653_MARKER: DH = HORIZONTAL CONTROL DISK
 FD1653_SETTING: 66 = SET IN ROCK OUTCROP
 FD1653_SP_SET: IN A DRILL HOLE IN BEDROCK
 FD1653_STAMPING: GPS 53 1987
 FD1653_MARK LOGO: NGS   
 FD1653_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1653+STABILITY: POSITION/ELEVATION WELL
 FD1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1653+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1995
 FD1653
 FD1653  HISTORY     - Date     Condition        Report By
 FD1653  HISTORY     - 1987     MONUMENTED       NGS
 FD1653  HISTORY     - 1987     GOOD             NGS
 FD1653  HISTORY     - 19890724 GOOD
 FD1653  HISTORY     - 19920204 GOOD             ALHD
 FD1653  HISTORY     - 19950614 GOOD             NGS
 FD1653  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD1653
 FD1653                          STATION DESCRIPTION
 FD1653
 FD1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1653'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 FD1653'EAST OF PULASKI, AT THE JUNCTION OF INTERSTATE 65 AND U.S. HIGHWAY
 FD1653'64.
 FD1653'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 FD1653'
 FD1653'THE STATION IS LOCATED AT THE INTERSECTION OF INTERSTATE 65 AND
 FD1653'U.S. HIGHWAY 64 ABOUT 16.1 KM (10 MI) EAST OF PULASKI.
 FD1653'
 FD1653'THE STATION IS A STANDARD NGS DISK
 FD1653'STAMPED---GPS 53 1987---,
 FD1653'SET INTO A DRILL HOLE IN BEDROCK OUTCROP LEVEL WITH GROUND.  LOCATED
 FD1653'46.6 METERS (153 FT) EAST FROM THE CENTER OF NORTHBOUND INTERSTATE
 FD1653'65,
 FD1653'35.6 METERS (117 FT) WEST FROM THE CENTER OF THE JUNCTION OF THE
 FD1653'NORTHBOUND ENTRANCE RAMP AND U.S. HIGHWAY 64,
 FD1653'12.04 METERS (39.5 FT) NORTH FROM THE CENTER OF U.S. HIGHWAY 64 AND
 FD1653'0.3 METERS (1 FT) ABOVE SAME,
 FD1653'11.6 METERS (38 FT) WEST FROM A UTILITY POLE WITH TWO GUY WIRES,
 FD1653'0.49 METERS (1.6 FT) NORTHWEST FROM A STEEL WITNESS POST.
 FD1653
 FD1653                          STATION RECOVERY (1987)
 FD1653
 FD1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FD1653'RECOVERED IN GOOD CONDITION.
 FD1653
 FD1653                          STATION RECOVERY (1989)
 FD1653
 FD1653'RECOVERED 1989
 FD1653'RECOVERED IN GOOD CONDITION.
 FD1653
 FD1653                          STATION RECOVERY (1992)
 FD1653
 FD1653'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 FD1653'THE STATION IS LOCATED IN GILES COUNTY TENNESSEE IN THE I-65 AND U.S.
 FD1653'64 INTERCHANGE (EXIT 14 ON I-65), ABOUT 10 MI (16.1 KM) EAST OF
 FD1653'PULASKI. HIGHWAY CONSTRUCTION IS BEGINNING IN THIS AREA.
 FD1653'TO REACH THE STATION FROM THE ALABAMA-TENNESSEE STATE LINE ON I-65
 FD1653'(ALABAMA MILE POST 366.70 AND TENNESSEE MILE POST 0), DRIVE NORTH FOR
 FD1653'13.85 MI (22.29 KM) TO THE EXIT RAMP OF EXIT 14, BEAR RIGHT ON THE
 FD1653'EXIT RAMP AND CONTINUE NORTH FOR 0.10 MI (0.16 KM) TO U.S. 64 LEFT
 FD1653'AND RIGHT, TURN LEFT ON U.S. 64 AND DRIVE WEST APPROXIMATELY 100 FT
 FD1653'(30.5 M) TO THE STATION ON THE RIGHT.
 FD1653'THE STATION IS 38.0 FT (11.6 M) WEST OF A TELEPHONE CABLE POLE, 39.5
 FD1653'FT (12.0 M) NORTH OF THE CENTERLINE OF U.S. 64, 117.0 FT (35.7 M)
 FD1653'WEST OF THE JUNCTION OF THE NORTHBOUND ENTRANCE RAMP AND U.S. 64,
 FD1653'153.O FT EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF I-65, 1.6
 FD1653'FT (0.5 M) NORTHWEST OF A METAL WITNESS POST, AND SET IN A DRILLED
 FD1653'HOLE IN BEDROCK.
 FD1653
 FD1653                          STATION RECOVERY (1995)
 FD1653
 FD1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1653'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST OF PULASKI, AT
 FD1653'THE JUNCTION OF INTERSTATE HIGHWAY 65 AND U.S. HIGHWAY 64/STATE ROUTE
 FD1653'15.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  THE STATION IS SET INTO A DRILL
 FD1653'HOLE IN ROCK OUTCROP LEVEL WITH THE GROUND.  LOCATED 46.6 M (152.9 FT)
 FD1653'EAST FROM THE CENTER OF THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 65,
 FD1653'35.6 M (116.8 FT) WEST FROM THE CENTER OF THE JUNCTION OF THE
 FD1653'NORTHBOUND ENTRANCE RAMP AND U.S. HIGHWAY 64, 12.04 M (39.50 FT) NORTH
 FD1653'FROM THE CENTER OF U.S. HIGHWAY 64, 11.6 M (38.1 FT) WEST FROM A
 FD1653'UTILITY POLE WITH TWO GUY WIRES, 0.49 M (1.61 FT) NORTHWEST FROM A
 FD1653'STEEL WITNESS POST AND 0.3 M (1.0 FT) HIGHER THAN THE HIGHWAY.
 FD1653
 FD1653                          STATION RECOVERY (2001)
 FD1653
 FD1653'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD1653'STATION DEFINITELY DESTROYED BY TN DOT CONTRACTOR DURING REPLACEMENT
 FD1653'OF NEARBY BRIDGE. GPS 53 RESET WAS ESTABLISHED ABOUT 1 MILE NORTH ON
 FD1653'I-40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7695 ***********************************************************************
 DG7695  CBN         -  This is a Cooperative Base Network Control Station.
 DG7695  DESIGNATION -  GPS 53 RESET
 DG7695  PID         -  DG7695
 DG7695  STATE/COUNTY-  TN/GILES
 DG7695  USGS QUAD   -  TARPLEY (1982)
 DG7695
 DG7695                         *CURRENT SURVEY CONTROL
 DG7695  ___________________________________________________________________
 DG7695* NAD 83(1995)-  35 12 30.96640(N)    086 52 37.98482(W)     ADJUSTED  
 DG7695* NAVD 88     -       228.5    (meters)     750.     (feet)  GPS OBS   
 DG7695  ___________________________________________________________________
 DG7695  X           -     284,215.876 (meters)                     COMP
 DG7695  Y           -  -5,209,535.107 (meters)                     COMP
 DG7695  Z           -   3,656,915.982 (meters)                     COMP
 DG7695  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DG7695  ELLIP HEIGHT-         200.86  (meters)          (08/03/04) GPS OBS
 DG7695  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DG7695
 DG7695  HORZ ORDER  -  A
 DG7695  ELLP ORDER  -  FOURTH    CLASS I
 DG7695
 DG7695.The horizontal coordinates were established by GPS observations
 DG7695.and adjusted by the National Geodetic Survey in August 2004..
 DG7695
 DG7695.The orthometric height was determined by GPS observations and a
 DG7695.high-resolution geoid model.
 DG7695
 DG7695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7695
 DG7695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7695
 DG7695.The ellipsoidal height was determined by GPS observations
 DG7695.and is referenced to NAD 83.
 DG7695
 DG7695.The geoid height was determined by GEOID03.
 DG7695
 DG7695;                    North         East     Units Scale Factor Converg.
 DG7695;SPC TN       -    97,469.586   520,124.599   MT  1.00000756   -0 30 48.8
 DG7695;SPC TN       -   319,781.47  1,706,442.12   sFT  1.00000756   -0 30 48.8
 DG7695;UTM  16      - 3,896,183.511   511,175.555   MT  0.99960154   +0 04 14.8
 DG7695
 DG7695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7695!SPC TN       -   0.99996847  x   1.00000756  =   0.99997603
 DG7695!UTM  16      -   0.99996847  x   0.99960154  =   0.99957003
 DG7695
 DG7695                          SUPERSEDED SURVEY CONTROL
 DG7695
 DG7695.No superseded survey control is available for this station.
 DG7695
 DG7695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1117696184(NAD 83)
 DG7695_MARKER: DD = SURVEY DISK
 DG7695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7695_STAMPING: GPS 53 RESET
 DG7695_MARK LOGO: TNDT  
 DG7695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7695+STABILITY: SURFACE MOTION
 DG7695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7695+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 DG7695
 DG7695  HISTORY     - Date     Condition        Report By
 DG7695  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7695  HISTORY     - 20050720 GOOD             JCLS
 DG7695
 DG7695                          STATION DESCRIPTION
 DG7695
 DG7695'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7695'STANDARD 3 1/2 INCH ALUMINUM TDOT SURVEY MARKER DISK SET IN A 12-INCH
 DG7695'SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND STAMPED GPS 53
 DG7695'RESET 2001.   BEGINNING AT THE I-65 INTERCHANGE WITH US 64 (S.R. 15)
 DG7695'(INTERCHANGE 14), GO NORTHERLY ON I-65 FOR 1.1 MILE TO THE STATION ON
 DG7695'THE RIGHT. IT IS 119 FT WNW OF A METAL SIGN (UNDERGROUND CABLE
 DG7695'WARNING), 61 FT SSE OF A 6-INCH CEDAR TREE AT THE RIGHT-OF-WAY FENCE,
 DG7695'60 FT ENE OF THE EDGE OF PAVEMENT (FOG LINE) OF THE NORTHBOUND LANES
 DG7695'OF I-65, AND 34.0 FT WSW OF AN ORANGE WITNESS POST AT THE FENCE.
 DG7695
 DG7695                          STATION RECOVERY (2005)
 DG7695
 DG7695'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 DG7695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1654 ***********************************************************************
 FD1654  CBN         -  This is a Cooperative Base Network Control Station.
 FD1654  PACS        -  This is a Primary Airport Control Station.
 FD1654  DESIGNATION -  GPS 54
 FD1654  PID         -  FD1654
 FD1654  STATE/COUNTY-  TN/LAWRENCE
 FD1654  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1654
 FD1654                         *CURRENT SURVEY CONTROL
 FD1654  ___________________________________________________________________
 FD1654* NAD 83(1995)-  35 14 04.78742(N)    087 15 35.36870(W)     ADJUSTED  
 FD1654* NAVD 88     -       285.03   (meters)     935.1    (feet)  GPS OBS   
 FD1654  ___________________________________________________________________
 FD1654  X           -     249,344.332 (meters)                     COMP
 FD1654  Y           -  -5,209,697.264 (meters)                     COMP
 FD1654  Z           -   3,659,310.710 (meters)                     COMP
 FD1654  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD1654  ELLIP HEIGHT-         257.39  (meters)          (12/14/95) GPS OBS
 FD1654  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD1654
 FD1654  HORZ ORDER  -  B
 FD1654  ELLP ORDER  -  FIRST     CLASS II
 FD1654
 FD1654.This mark is at Lawrenceburg Airport (2M2)
 FD1654
 FD1654.The horizontal coordinates were established by GPS observations
 FD1654.and adjusted by the National Geodetic Survey in December 1995..
 FD1654
 FD1654.The orthometric height was determined by GPS observations and a
 FD1654.high-resolution geoid model.
 FD1654
 FD1654.GPS derived orthometric heights for airport stations designated as
 FD1654.PACS or SACS are published to 2 decimal places.  This maintains
 FD1654.centimeter relative accuracy between the PACS and SACS.  It does
 FD1654.not indicate centimeter accuracy relative to other marks which are
 FD1654.part of the NAVD 88 network.
 FD1654
 FD1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1654
 FD1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1654
 FD1654.The ellipsoidal height was determined by GPS observations
 FD1654.and is referenced to NAD 83.
 FD1654
 FD1654.The geoid height was determined by GEOID03.
 FD1654
 FD1654;                    North         East     Units Scale Factor Converg.
 FD1654;SPC TN       -   100,741.095   485,325.066   MT  1.00000274   -0 44 15.2
 FD1654;SPC TN       -   330,514.74  1,592,270.65   sFT  1.00000274   -0 44 15.2
 FD1654;UTM  16      - 3,899,097.749   476,358.431   MT  0.99960689   -0 08 59.6
 FD1654
 FD1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1654!SPC TN       -   0.99995960  x   1.00000274  =   0.99996234
 FD1654!UTM  16      -   0.99995960  x   0.99960689  =   0.99956651
 FD1654
 FD1654:                Primary Azimuth Mark                     Grid Az
 FD1654:SPC TN       -  GPS 54 AZ MK                             155 16 00.3
 FD1654:UTM  16      -  GPS 54 AZ MK                             154 40 44.7
 FD1654
 FD1654|---------------------------------------------------------------------|
 FD1654| PID    Reference Object                     Distance      Geod. Az  |
 FD1654|                                                           dddmmss.s |
 FD1654| FD1666 GPS 54 AZ MK                        APPROX. 0.6 KM 1543145.1 |
 FD1654|---------------------------------------------------------------------|
 FD1654
 FD1654                          SUPERSEDED SURVEY CONTROL
 FD1654
 FD1654  NAD 83(1995)-  35 14 04.78814(N)    087 15 35.36888(W) AD(       ) B
 FD1654  ELLIP H (09/07/90)  257.37   (m)                       GP(       ) 4 1
 FD1654  NGVD 29 (12/04/92)  285.1    (m)          935.     (f) GPS OBS        
 FD1654
 FD1654.Superseded values are not recommended for survey control.
 FD1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1654.See file dsdata.txt to determine how the superseded data were derived.
 FD1654
 FD1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7635899098(NAD 83)
 FD1654_MARKER: I = METAL ROD
 FD1654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1654_SP_SET: STAINLESS STEEL ROD
 FD1654_STAMPING: GPS 54 1987
 FD1654_MARK LOGO: NGS   
 FD1654_PROJECTION: FLUSH
 FD1654_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1654+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1995
 FD1654_ROD/PIPE-DEPTH: 3.1  meters
 FD1654_SLEEVE-DEPTH  : 0.9 meters
 FD1654
 FD1654  HISTORY     - Date     Condition        Report By
 FD1654  HISTORY     - 1987     MONUMENTED       NGS
 FD1654  HISTORY     - 1987     GOOD             NGS
 FD1654  HISTORY     - 19890724 GOOD
 FD1654  HISTORY     - 19910724 GOOD             ALHD
 FD1654  HISTORY     - 19920205 GOOD
 FD1654  HISTORY     - 19950622 GOOD             NGS
 FD1654  HISTORY     - 20031018 MARK NOT FOUND   TERRSV
 FD1654
 FD1654                          STATION DESCRIPTION
 FD1654
 FD1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1654'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) EAST OF LAWRENCEBURG, AT
 FD1654'THE LAWRENCEBURG MUNICIPAL AIRPORT.
 FD1654'OWNERSHIP--AIRPORT MANAGER IS JOE FLEEMAN, TELEPHONE (615)762-5133.
 FD1654'THE STATION IS OUTSIDE THE FENCED AREA AND ACCESSIBLE AT ALL TIMES.
 FD1654'
 FD1654'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 43 AND 64
 FD1654'IN LAWRENCEBURG GO EAST FOR 5.79 KM (3.6 MI) ON U.S. HIGHWAY 64 TO
 FD1654'A PAVED ROAD.
 FD1654'TURN LEFT AND GO NORTH FOR 0.8 KM (0.5 MI) ON THE PAVED ROAD TO THE
 FD1654'AIRPORT ENTRANCE DRIVE.
 FD1654'TURN RIGHT AND GO EAST FOR 0.32 KM (0.2 MI) ON THE AIRPORT ENTRANCE
 FD1654'DRIVE TO THE STATION ON THE RIGHT.
 FD1654'
 FD1654'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.1 METERS
 FD1654'(10 FT).  THE LOGO CAP IS STAMPED---GPS 54 1987---, AND A STEEL
 FD1654'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1654'57.6 METERS (189 FT) SOUTH FROM THE NORTH CORNER OF THE AIRPORT
 FD1654'OFFICE (A STEEL HANGAR),
 FD1654'33.2 METERS (109 FT) NORTH FROM THE NORTH EDGE OF A PARKING RAMP AND
 FD1654'0.9 METERS (3 FT) ABOVE SAME,
 FD1654'34.8 METERS (114 FT) NORTHWEST FROM THE DUAL GAS PUMPS,
 FD1654'21.0 METERS (69 FT) WEST FROM A FIBERGLASS WITNESS POST SET AT A
 FD1654'CYCLONE FENCE,
 FD1654'15.2 METERS (50 FT) EAST FROM THE CENTER OF THE DRIVE,
 FD1654'14.3 METERS (47 FT) NORTH FROM A UTILITY POLE WITH A STREET LIGHT.
 FD1654
 FD1654                          STATION RECOVERY (1987)
 FD1654
 FD1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FD1654'RECOVERED IN GOOD CONDITION.
 FD1654
 FD1654                          STATION RECOVERY (1989)
 FD1654
 FD1654'RECOVERED 1989
 FD1654'RECOVERED IN GOOD CONDITION.
 FD1654
 FD1654                          STATION RECOVERY (1991)
 FD1654
 FD1654'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 FD1654'THE STATION IS LOCATED IN LAWRENCE COUNTY TENNESSEE ON THE
 FD1654'LAWRENCEBURG MUNICIPAL AIRPORT, ABOUT 4.0 MI (6.4 KM) EAST OF
 FD1654'LAWRENCEBURG.
 FD1654'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72 (MILE
 FD1654'POST 330.70 ON U.S. 43 AND MILE POST 40.95 ON U.S. 72) ABOUT 8.5 MI
 FD1654'(13.7 KM) EAST OF FLORENCE, DRIVE NORTH ON U.S. 43 FOR 10.90 MI
 FD1654'(17.54 KM) TO MILE POST 341.60 AND THE ALABAMA - TENNESSEE STATE
 FD1654'LINE, CONTINUE NORTH ON U.S. 43 FOR 20.55 MI (33.07 KM) TO THE
 FD1654'JUNCTION OF U.S. 64 (MILE POST 16.15 ON U. S. 64) IN LAWRENCEBURG,
 FD1654'TURN RIGHT ON U.S. 64 AND DRIVE EAST FOR 3.85 MI (6.20 KM) TO MILE
 FD1654'POST 20.00 AND A PAVED ROAD LEFT TO THE AIRPORT, TURN LEFT ON THE
 FD1654'PAVED ROAD AND DRIVE NORTH FOR 0.55 MI (0.89 KM) TO THE PAVED
 FD1654'ENTRANCE TO THE AIRPORT ON THE RIGHT, TURN RIGHT ON THE PAVED
 FD1654'ENTRANCE ROAD AND DRIVE EAST FOR 0.20 MI (0.32 KM) TO THE STATION ON
 FD1654'THE RIGHT.
 FD1654'THE STATION IS 12.4 FT (3.8 M) WEST-NORTHWEST OF THE NORTHWEST CORNER
 FD1654'OF A FOUR FOOT CHAIN LINK FENCE AROUND FUEL TANKS, 20.5 FT (6.2 M)
 FD1654'SOUTH-SOUTHEAST OF THE SOUTH CONCRETE CURB OF A PARKING LOT, 40.5 FT
 FD1654'(12.3 M) WEST OF THE WEST POST OF A WALK IN GATE TO THE FUEL TANKS,
 FD1654'51.0 FT (15.5 M) EAST-NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY TO
 FD1654'THE AIRPORT OFFICE, 69.6 FT (21.2 M) WEST-SOUTHWEST OF A CARSONITE
 FD1654'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 FD1654'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT,
 FD1654'CHIEF BID LINDSEY
 FD1654'LAWRENCEBURG POLICE DEPARTMENT
 FD1654'PHONE 615-762-2276.
 FD1654
 FD1654                          STATION RECOVERY (1992)
 FD1654
 FD1654'RECOVERED 1992
 FD1654'RECOVERED IN GOOD CONDITION.
 FD1654
 FD1654                          STATION RECOVERY (1995)
 FD1654
 FD1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1654'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) EAST OF LAWRENCEBURG, AT
 FD1654'THE LAWRENCEBURG MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS JOE
 FD1654'FLEEMAN, TELEPHONE (615) 762-5133.  THE STATION IS OUTSIDE THE FENCED
 FD1654'AREA AND ACCESSIBLE AT ALL TIMES.  TO REACH THE STATION FROM THE
 FD1654'JUNCTION OF U.S. HIGHWAY 43/STATE ROUTE 6 AND U.S. HIGHWAY 64/STATE
 FD1654'ROUTE 15 IN LAWRENCEBURG, GO EAST FOR 5.79 KM (3.60 MI) ON U.S.
 FD1654'HIGHWAY 64 TO A PAVED ROAD.  TURN LEFT AND GO NORTH FOR 0.8 KM (0.50
 FD1654'MI) ON THE PAVED ROAD TO THE AIRPORT ENTRANCE DRIVE.  TURN RIGHT AND
 FD1654'GO EAST FOR 0.32 KM (0.20 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE
 FD1654'STATION ON THE RIGHT.  LOCATED 57.6 M (189.0 FT) SOUTH FROM THE NORTH
 FD1654'CORNER OF THE AIRPORT OFFICE (A STEEL HANGAR), 33.2 M (108.9 FT) NORTH
 FD1654'FROM THE NORTH EDGE OF A PARKING RAMP, 34.8 M (114.2 FT) NORTHWEST
 FD1654'FROM THE DUAL GAS PUMPS, 21.0 M (68.9 FT) WEST FROM A FIBERGLASS
 FD1654'WITNESS POST SET AT A CYCLONE FENCE, 15.2 M (49.9 FT) EAST FROM THE
 FD1654'CENTER OF THE DRIVE, 14.3 M (46.9 FT) NORTH FROM A UTILITY POLE WITH A
 FD1654'STREET LIGHT AND 0.9 M (3.0 FT) ABOVE THE PARKING RAMP.  A STEEL SPIKE
 FD1654'IS SET IN THE CONCRETE.
 FD1654
 FD1654                          STATION RECOVERY (2003)
 FD1654
 FD1654'RECOVERY NOTE BY TERRA SURV 2003 (JVH)
 FD1654'THE ESTIMATED LOCATION OF THE MARK IS NOW A NEW APRON. A BRIEF 15
 FD1654'MINUTE SEARCH WAS MADE, AND THE MARK IS BELIEVED TO HAVE BEEN
 FD1654'DESTROYED BY RECENT CONSTRUCTION. THE AIRPORT ATTENDANT DID NOT KNOW
 FD1654'ANYTHING ABOUT THE MARK. GPS 54 AZ MK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1666 ***********************************************************************
 FD1666  CBN         -  This is a Cooperative Base Network Control Station.
 FD1666  DESIGNATION -  GPS 54 AZ MK
 FD1666  PID         -  FD1666
 FD1666  STATE/COUNTY-  TN/LAWRENCE
 FD1666  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1666
 FD1666                         *CURRENT SURVEY CONTROL
 FD1666  ___________________________________________________________________
 FD1666* NAD 83(1995)-  35 13 45.95349(N)    087 15 24.43482(W)     ADJUSTED  
 FD1666* NAVD 88     -       280.2    (meters)     919.     (feet)  GPS OBS   
 FD1666  ___________________________________________________________________
 FD1666  X           -     249,636.330 (meters)                     COMP
 FD1666  Y           -  -5,210,014.577 (meters)                     COMP
 FD1666  Z           -   3,658,833.807 (meters)                     COMP
 FD1666  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD1666  ELLIP HEIGHT-         252.57  (meters)          (08/03/04) GPS OBS
 FD1666  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD1666
 FD1666  HORZ ORDER  -  A
 FD1666  ELLP ORDER  -  FOURTH    CLASS I
 FD1666
 FD1666.This mark is at Lawrenceburg Airport (2M2)
 FD1666
 FD1666.The horizontal coordinates were established by GPS observations
 FD1666.and adjusted by the National Geodetic Survey in August 2004..
 FD1666
 FD1666.The orthometric height was determined by GPS observations and a
 FD1666.high-resolution geoid model.
 FD1666
 FD1666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1666
 FD1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1666
 FD1666.The ellipsoidal height was determined by GPS observations
 FD1666.and is referenced to NAD 83.
 FD1666
 FD1666.The geoid height was determined by GEOID03.
 FD1666
 FD1666;                    North         East     Units Scale Factor Converg.
 FD1666;SPC TN       -   100,157.163   485,594.056   MT  1.00000369   -0 44 08.8
 FD1666;SPC TN       -   328,598.96  1,593,153.17   sFT  1.00000369   -0 44 08.8
 FD1666;UTM  16      - 3,898,516.836   476,633.287   MT  0.99960673   -0 08 53.3
 FD1666
 FD1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1666!SPC TN       -   0.99996036  x   1.00000369  =   0.99996405
 FD1666!UTM  16      -   0.99996036  x   0.99960673  =   0.99956710
 FD1666
 FD1666:                Primary Azimuth Mark                     Grid Az
 FD1666:SPC TN       -  GPS 54                                   335 16 00.2
 FD1666:UTM  16      -  GPS 54                                   334 40 44.7
 FD1666
 FD1666|---------------------------------------------------------------------|
 FD1666| PID    Reference Object                     Distance      Geod. Az  |
 FD1666|                                                           dddmmss.s |
 FD1666| FD1654 GPS 54                              APPROX. 0.6 KM 3343151.4 |
 FD1666|---------------------------------------------------------------------|
 FD1666
 FD1666                          SUPERSEDED SURVEY CONTROL
 FD1666
 FD1666  NAD 83(1995)-  35 13 45.95329(N)    087 15 24.43484(W) AD(       ) 3
 FD1666  ELLIP H (04/12/99)  252.56   (m)                       GP(       ) 4 1
 FD1666  NAD 83(1995)-  35 13 45.95401(N)    087 15 24.43502(W) AD(       ) 3
 FD1666  NGVD 29 (09/17/90)  280.2    (m)          919.     (f) GPS OBS        
 FD1666
 FD1666.Superseded values are not recommended for survey control.
 FD1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1666.See file dsdata.txt to determine how the superseded data were derived.
 FD1666
 FD1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7663398517(NAD 83)
 FD1666_MARKER: I = METAL ROD
 FD1666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1666_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1666_STAMPING: GPS 54 AZ MK 1987
 FD1666_MARK LOGO: NGS   
 FD1666_MAGNETIC: I = MARKER IS A STEEL ROD
 FD1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1666+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1666
 FD1666  HISTORY     - Date     Condition        Report By
 FD1666  HISTORY     - 1987     MONUMENTED       NGS
 FD1666  HISTORY     - 19890724 GOOD
 FD1666  HISTORY     - 20031010 GOOD             TNDT
 FD1666
 FD1666                          STATION DESCRIPTION
 FD1666
 FD1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1666'4.0 MILES EAST ALONG US HIGHWAY 64 FROM THE JUNCTION OF US HIGHWAYS
 FD1666'43 AND 64 IN LAWRENCEBURG, TO THE JUNCTION OF A PAVED ROAD, THENCE
 FD1666'0.5 MILE NORTH ALONG PAVED ROAD TO THE JUNCTION OF AIRPORT ENTRANCE
 FD1666'DRIVE, THENCE 0.2 MILE EAST LONG AIRPORT ENTRANCE DRIVE TO THE OFFICE
 FD1666'FOR THE LAWRENCEBURG MUNICIPAL AIRPORT THENCE 0.1 MILE EAST ALONG
 FD1666'TAXIWAY TO JUNCTION OF RUNWAY, THENCE 0.30 MILE SOUTHEAST ALONG
 FD1666'RUNWAY TO MARK ON RIGHT BETWEEN RUNWAY AND A VASI, A 3-D MARK, A
 FD1666'STAINLESS ALONG RUNWAY TO MARK ON RIGHT BETWEEN RUNWAY AND A VASI,
 FD1666'STEEL ROD RIVEN 20.5 FEET TO REFUSAL, 3 INCHES BELOW GROUND
 FD1666'ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH
 FD1666'PVC PIPE WITH A LOGO CAP ---STAMPED GPS 54 AZ MK 1987, 1 INCH BELOW
 FD1666'GROUND, WITH A RAILROAD SPIKE IN CONCRETE, 38.8 FEET SOUTHWEST
 FD1666'OF SOUTHWEST EDGE OF RUNWAY, 12.1 FEET EAST OF THE CENTER OF A
 FD1666'CONCRETE BASE FOR THE MOST NORTHERN ONE OF TWO VASI, 14.8 FEET
 FD1666'SOUTHEAST OF A ORANGE METAL ELECTRICAL BOX FOR VASI. AND 1.0 FOOT
 FD1666'SOUTH OF A FIBERGLASS WITNESS POST.
 FD1666
 FD1666                          STATION RECOVERY (1989)
 FD1666
 FD1666'RECOVERED 1989
 FD1666'RECOVERED IN GOOD CONDITION.
 FD1666
 FD1666                          STATION RECOVERY (2003)
 FD1666
 FD1666'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1666'THE AZIMUTH MARK IS LOCATED ABOUT 6.4 KM (4 MI) EAST OF LAWRENCEBURG,
 FD1666'AT THE LAWRENCEBURG MUNICIPAL AIRPORT.  OWNERSHIP--AIRPORT MANAGER IS
 FD1666'DORIS VENABLE, TELEPHONE (615) 762-5133.
 FD1666' 
 FD1666'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF US HIGHWAY 43/STATE
 FD1666'ROUTE 6 AND US HIGHWAY 64/STATE ROUTE 15 IN LAWRENCEBURG GO EAST FOR
 FD1666'5.79 KM (3.6 MI) ON US HIGHWAY 64 TO LONE STAR ROAD.  TURN LEFT AND GO
 FD1666'NORTH FOR 0.8 KM (0.5 MI) ON THE PAVED ROAD TO THE AIRPORT ENTRANCE
 FD1666'DRIVE.  TURN RIGHT AND GO EAST FOR 0.32 KM (0.2 MI) ON THE AIRPORT
 FD1666'ENTRANCE DRIVE.  ENTER THE AIRPORT GATE AND TRAVEL EASTERLY ALONG THE
 FD1666'TAXIWAY 0.16 KM (0.1 MI) TO THE JUNCTION OF THE RUNWAY, TURN RIGHT AND
 FD1666'GO SOUTHEAST ALONG THE SOUTHWEST SIDE OF THE RUNWAY 0.5 KM (0.3 MI) TO
 FD1666'THE MARK ON THE RIGHT, BETWEEN A VASI AND THE EDGE OR RUNWAY.
 FD1666' 
 FD1666'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 6.3 M
 FD1666'(20.5 FT).  THE LOGO CAP IS STAMPED--GPS 54 AZ MK 1987--, AND A STEEL
 FD1666'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED 8.1 M (26.5 FT) WEST OF
 FD1666'THE SOUTHWEST RUNWAY EDGE, 42.4 M (139 FT) NORTHEAST OF AN ORANGE
 FD1666'METAL ELECTRICAL BOX (VASI), AND 0.5 M (1.5 FT) SOUTH OF A FIBERGLASS
 FD1666'WITNESS POST.
 FD1666' 
 FD1666'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FD1666'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7696 ***********************************************************************
 DG7696  CBN         -  This is a Cooperative Base Network Control Station.
 DG7696  DESIGNATION -  GPS 54 RESET
 DG7696  PID         -  DG7696
 DG7696  STATE/COUNTY-  TN/LAWRENCE
 DG7696  USGS QUAD   -  LAWRENCEBURG (1988)
 DG7696
 DG7696                         *CURRENT SURVEY CONTROL
 DG7696  ___________________________________________________________________
 DG7696* NAD 83(1995)-  35 14 16.03914(N)    087 15 33.48870(W)     ADJUSTED  
 DG7696* NAVD 88     -       282.4    (meters)     927.     (feet)  GPS OBS   
 DG7696  ___________________________________________________________________
 DG7696  X           -     249,382.146 (meters)                     COMP
 DG7696  Y           -  -5,209,492.990 (meters)                     COMP
 DG7696  Z           -   3,659,592.416 (meters)                     COMP
 DG7696  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DG7696  ELLIP HEIGHT-         254.74  (meters)          (08/03/04) GPS OBS
 DG7696  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DG7696
 DG7696  HORZ ORDER  -  A
 DG7696  ELLP ORDER  -  FOURTH    CLASS I
 DG7696
 DG7696.The horizontal coordinates were established by GPS observations
 DG7696.and adjusted by the National Geodetic Survey in August 2004..
 DG7696
 DG7696.The orthometric height was determined by GPS observations and a
 DG7696.high-resolution geoid model.
 DG7696
 DG7696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7696
 DG7696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7696
 DG7696.The ellipsoidal height was determined by GPS observations
 DG7696.and is referenced to NAD 83.
 DG7696
 DG7696.The geoid height was determined by GEOID03.
 DG7696
 DG7696;                    North         East     Units Scale Factor Converg.
 DG7696;SPC TN       -   101,087.212   485,377.060   MT  1.00000218   -0 44 14.1
 DG7696;SPC TN       -   331,650.29  1,592,441.24   sFT  1.00000218   -0 44 14.1
 DG7696;UTM  16      - 3,899,444.243   476,406.854   MT  0.99960686   -0 08 58.6
 DG7696
 DG7696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7696!SPC TN       -   0.99996002  x   1.00000218  =   0.99996220
 DG7696!UTM  16      -   0.99996002  x   0.99960686  =   0.99956689
 DG7696
 DG7696                          SUPERSEDED SURVEY CONTROL
 DG7696
 DG7696.No superseded survey control is available for this station.
 DG7696
 DG7696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7640799444(NAD 83)
 DG7696_MARKER: I = METAL ROD
 DG7696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG7696_STAMPING: GPS 54 RESET
 DG7696_MARK LOGO: TNDT  
 DG7696_PROJECTION: FLUSH
 DG7696_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7696+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DG7696_ROD/PIPE-DEPTH: 6.00 meters
 DG7696
 DG7696  HISTORY     - Date     Condition        Report By
 DG7696  HISTORY     - 20031010 MONUMENTED       TNDT
 DG7696  HISTORY     - 20040622 GOOD             TNDT
 DG7696
 DG7696                          STATION DESCRIPTION
 DG7696
 DG7696'DESCRIBED BY TN DEPT OF TRANSP 2003
 DG7696'GO EAST ON AIRPORT ENT DRIVE FOR 0.20 MI TO AIRPORT OFFICE. CONTINUE
 DG7696'EAST FOR 0.15 MI TO THE RUNWAY.  TURN LEFT AND GO NORTH ON RUNWAY FOR
 DG7696'0.25 MI TO STATION ON LEFT.
 DG7696' 
 DG7696'IT IS LOCATED 1.57 FT E OF WITNESS POST, 210.6 FT N OF CENTER OF
 DG7696'TAXIWAY CROSSOVER, 48.8 FT W OF W EDGE OF RUNWAY, 65.8 FT SSW OF WHITE
 DG7696'RUNWAY LIGHT, AND 118.0 FT SSE OF S END OF CONC HEADWALL.
 DG7696
 DG7696                          STATION RECOVERY (2004)
 DG7696
 DG7696'RECOVERY NOTE BY TN DEPT OF TRANSP 2004 (TWB)
 DG7696'THE MARK IS AT LAWRENCEBURG AIRPORT, ABOUT 4 MILES EAST OF
 DG7696'LAWRENCEBURG. MANAGER  DORIS VENABLE, PHONE NO. 615-762-5133.
 DG7696' 
 DG7696'TO REACH FROM THE JUNCTION OF U.S. ROUTES 64 AND 43, GO 3.6 MILES EAST
 DG7696'ON US 64 TO A LEFT  TURN ON LONE STAR RD.  PROCEED 0.5 MILE NORTH TO A
 DG7696'RIGHT ON AIRPORT RD, THENCE AS  DESCRIBED IN 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1655 ***********************************************************************
 FD1655  CBN         -  This is a Cooperative Base Network Control Station.
 FD1655  DESIGNATION -  GPS 55
 FD1655  PID         -  FD1655
 FD1655  STATE/COUNTY-  TN/WAYNE
 FD1655  USGS QUAD   -  COLLINWOOD (1975)
 FD1655
 FD1655                         *CURRENT SURVEY CONTROL
 FD1655  ___________________________________________________________________
 FD1655* NAD 83(1995)-  35 13 03.70427(N)    087 43 10.78428(W)     ADJUSTED  
 FD1655* NAVD 88     -       329.37   (meters)    1080.6    (feet)  LEVELING  
 FD1655  ___________________________________________________________________
 FD1655  X           -     207,570.024 (meters)                     COMP
 FD1655  Y           -  -5,212,651.731 (meters)                     COMP
 FD1655  Z           -   3,657,798.415 (meters)                     COMP
 FD1655  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FD1655  ELLIP HEIGHT-         301.63  (meters)          (08/03/04) GPS OBS
 FD1655  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD1655
 FD1655  HORZ ORDER  -  B
 FD1655  VERT ORDER  -  THIRD ?
 FD1655  ELLP ORDER  -  FOURTH    CLASS I
 FD1655
 FD1655.The horizontal coordinates were established by GPS observations
 FD1655.and adjusted by the National Geodetic Survey in December 1995..
 FD1655
 FD1655.The orthometric height was determined by differential leveling.
 FD1655.The vertical network tie was performed by a horz. field party for horz.
 FD1655.obs reductions. Reset procedures were used to establish the elevation.
 FD1655
 FD1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1655
 FD1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1655
 FD1655.The ellipsoidal height was determined by GPS observations
 FD1655.and is referenced to NAD 83.
 FD1655
 FD1655.The geoid height was determined by GEOID03.
 FD1655
 FD1655;                    North         East     Units Scale Factor Converg.
 FD1655;SPC TN       -    99,496.050   443,439.219   MT  1.00000586   -1 00 24.3
 FD1655;SPC TN       -   326,429.96  1,454,850.17   sFT  1.00000586   -1 00 24.3
 FD1655;UTM  16      - 3,897,422.334   434,503.443   MT  0.99965287   -0 24 54.1
 FD1655
 FD1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1655!SPC TN       -   0.99995266  x   1.00000586  =   0.99995852
 FD1655!UTM  16      -   0.99995266  x   0.99965287  =   0.99960554
 FD1655
 FD1655                          SUPERSEDED SURVEY CONTROL
 FD1655
 FD1655  ELLIP H (12/14/95)  301.68   (m)                       GP(       ) 1 2
 FD1655  NAD 83(1995)-  35 13 03.70487(N)    087 43 10.78419(W) AD(       ) B
 FD1655  ELLIP H (09/07/90)  301.65   (m)                       GP(       ) 4 1
 FD1655  NGVD 29 (12/04/92)  329.4    (m)         1081.     (f) GPS OBS        
 FD1655
 FD1655.Superseded values are not recommended for survey control.
 FD1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1655.See file dsdata.txt to determine how the superseded data were derived.
 FD1655
 FD1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3450397422(NAD 83)
 FD1655_MARKER: I = METAL ROD
 FD1655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FD1655_SP_SET: STAINLESS STEEL ROD
 FD1655_STAMPING: GPS 55 1987
 FD1655_MARK LOGO: NGS   
 FD1655_PROJECTION: FLUSH
 FD1655_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FD1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1655+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD1655_ROD/PIPE-DEPTH: 3.10 meters
 FD1655_SLEEVE-DEPTH  : 0.90 meters
 FD1655
 FD1655  HISTORY     - Date     Condition        Report By
 FD1655  HISTORY     - 1987     MONUMENTED       NGS
 FD1655  HISTORY     - 1987     GOOD             NGS
 FD1655  HISTORY     - 19910723 GOOD             ALHD
 FD1655  HISTORY     - 19920211 GOOD
 FD1655  HISTORY     - 19950615 GOOD             NGS
 FD1655  HISTORY     - 20031010 GOOD             TNDT
 FD1655
 FD1655                          STATION DESCRIPTION
 FD1655
 FD1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FD1655'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTH OF WAYNESBORO,
 FD1655'4.8 KM (3 MI) NORTH OF COLLINWOOD, ON THE EAST RIGHT-OF-WAY OF
 FD1655'STATE ROUTE 13, ATOP A LOW HILL.
 FD1655'OWNERSHIP--STATE RIGHT-OF-WAY.
 FD1655'
 FD1655'TO REACH THE STATION FROM COLLINWOOD CITY HALL GO
 FD1655'EAST FOR 0.16 KM (0.1 MI) ON TENNESSEE STREET TO THE JUNCTION OF
 FD1655'STATE ROUTE 13.
 FD1655'TURN LEFT AND GO NORTH FOR 5.23 KM (3.25 MI) ON STATE ROUTE 13 TO
 FD1655'THE STATION ON THE RIGHT ACROSS FROM THE FUTURE ENTRANCE OF THE
 FD1655'WAYNE COUNTY INDUSTRIAL PARK (PRESENTLY A CULTIVATED FIELD).
 FD1655'
 FD1655'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.1 METERS
 FD1655'(10 FT).  THE LOGO CAP IS STAMPED---GPS 55 1987---, AND A STEEL
 FD1655'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FD1655'49.4 METERS (162 FT) NORTH-NORTHEAST FROM THE CENTER OF THE JUNCTION
 FD1655'OF A GRAVEL ROAD (LEADING EAST) AND STATE ROUTE 13,
 FD1655'11.0 METERS (36 FT) EAST FROM THE CENTER OF STATE ROUTE 13 AND 0.3
 FD1655'METERS (1 FT) ABOVE SAME,
 FD1655'18.3 METERS (60 FT) EAST FROM A UTILTIY POLE WITH ONE GUY WIRE,
 FD1655'2.7 METERS (9 FT) SOUTH FROM A FIBERGLASS WITNESS POST,
 FD1655'0.49 METERS (1.6 FT) WEST FROM THE RIGHT-OF-WAY FENCE,
 FD1655'5.43 METERS (17.8 FT) SOUTH-SOUTHEAST FROM THE USCGS STATION MCCALL
 FD1655'1934.
 FD1655
 FD1655                          STATION RECOVERY (1987)
 FD1655
 FD1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FD1655'RECOVERED IN GOOD CONDITION.
 FD1655
 FD1655                          STATION RECOVERY (1991)
 FD1655
 FD1655'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 FD1655'THE STATION IS LOCATED IN WAYNE COUNTY TENNESSEE ON THE EAST RIGHT OF
 FD1655'WAY OF TENN 13, ABOUT 9.0 MI (14.5 KM) SOUTH OF WAYNESBORO AND ABOUT
 FD1655'2.4 MI (3.9 KM) NORTH OF COLLINWOOD.
 FD1655'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 133 (MILE
 FD1655'POST 9.75 ON ALA 133) IN EAST FLORENCE, DRIVE NORTH AND WEST ON ALA
 FD1655'133 FOR 3.20 MI (5.15 KM) TO MILE POST 12.95 AND ALA 17 ON THE RIGHT
 FD1655'(MILE POST 336.05 ON ALA 17), TURN RIGHT ON ALA 17 AND DRIVE NORTH
 FD1655'FOR 11.30 MI (18.19 KM) TO MILE POST 347.35 AND THE ALABAMA -
 FD1655'TENNESSEE STATE LINE, CONTINUE NORTH ON TENN 13 FOR 17.80 MI
 FD1655'(28.65 KM) TO MILE POST 17.80 AND THE STATION ON THE RIGHT.
 FD1655'THE STATION IS 1.6 FT (0.5 M) WEST OF THE RIGHT OF WAY FENCE, 36.0 FT
 FD1655'(11.0 M) EAST OF THE CENTERLINE OF TENN 13, 162.0 FT (49.4 M)
 FD1655'NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION OF A PAVED COUNTY ROAD
 FD1655'LEADING EAST, 9.0 FT (2.7 M) SOUTH OF A CARSONITE WITNESS POST, AND
 FD1655'SET FLUSH WITH THE GROUND.
 FD1655
 FD1655                          STATION RECOVERY (1992)
 FD1655
 FD1655'RECOVERED 1992
 FD1655'RECOVERED IN GOOD CONDITION.
 FD1655
 FD1655                          STATION RECOVERY (1995)
 FD1655
 FD1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1655'THE STATION IS LOCATED 14.5 KM (9.00 MI) SOUTH OF WAYNESBORO, 4.8 KM
 FD1655'(3.00 MI) NORTH OF COLLINWOOD, ON THE EAST RIGHT-OF-WAY OF STATE ROUTE
 FD1655'13, ATOP A LOW HILL.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 FD1655'TO REACH THE STATION FROM THE CITY HALL IN COLLINWOOD, GO EAST FOR
 FD1655'0.16 KM (0.10 MI) ON TENNESSEE STREET TO THE JUNCTION OF STATE ROUTE
 FD1655'13.  TURN LEFT AND GO NORTH FOR 5.23 KM (3.25 MI) ON STATE ROUTE 13 TO
 FD1655'THE STATION ON THE RIGHT.  LOCATED 49.4 M (162.1 FT) NORTH-NORTHEAST
 FD1655'FROM THE CENTER OF THE JUNCTION OF A ROAD LEADING EAST AND STATE ROUTE
 FD1655'13, 11.0 M (36.1 FT) EAST FROM THE CENTER OF STATE ROUTE 13, 0.3 M
 FD1655'(1.0 FT) HIGHER THAN STATE ROUTE 13, 18.3 M (60.0 FT) EAST FROM A
 FD1655'UTILITY POLE WITH ONE GUY WIRE, 5.43 M (17.81 FT) SOUTH-SOUTHEAST FROM
 FD1655'USCGS STATION MCCALL, 2.7 M (8.9 FT) SOUTH OF A FIBERGLASS WITNESS
 FD1655'POST AND 0.49 M (1.61 FT) WEST FROM THE RIGHT-OF-WAY FENCE.  A STEEL
 FD1655'SPIKE IS EMBEDDED IN THE CONCRETE.
 FD1655
 FD1655                          STATION RECOVERY (2003)
 FD1655
 FD1655'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD1655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2750 ***********************************************************************
 FE2750  CBN         -  This is a Cooperative Base Network Control Station.
 FE2750  DESIGNATION -  GPS 56
 FE2750  PID         -  FE2750
 FE2750  STATE/COUNTY-  TN/HARDIN
 FE2750  USGS QUAD   -  SAVANNAH (1991)
 FE2750
 FE2750                         *CURRENT SURVEY CONTROL
 FE2750  ___________________________________________________________________
 FE2750* NAD 83(1995)-  35 13 53.40625(N)    088 11 22.03225(W)     ADJUSTED  
 FE2750* NAVD 88     -       124.06   (meters)     407.0    (feet)  N HEIGHT  
 FE2750  ___________________________________________________________________
 FE2750  X           -     164,789.692 (meters)                     COMP
 FE2750  Y           -  -5,213,127.866 (meters)                     COMP
 FE2750  Z           -   3,658,931.369 (meters)                     COMP
 FE2750  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FE2750  ELLIP HEIGHT-          96.46  (meters)          (08/03/04) GPS OBS
 FE2750  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE2750  DYNAMIC HT  -         123.95  (meters)     406.7   (feet)  COMP
 FE2750  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 FE2750
 FE2750  HORZ ORDER  -  B
 FE2750  VERT ORDER  -  THIRD
 FE2750  ELLP ORDER  -  FOURTH    CLASS I
 FE2750
 FE2750.The horizontal coordinates were established by GPS observations
 FE2750.and adjusted by the National Geodetic Survey in December 1995..
 FE2750
 FE2750.The orthometric height was determined by differential leveling
 FE2750.and adjusted by the National Geodetic Survey in August 1996..
 FE2750.The height was determined by precise leveling from only one NSRS
 FE2750.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2750.allowed ONLY to validate the GPS-derived height.
 FE2750
 FE2750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2750
 FE2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2750
 FE2750.The ellipsoidal height was determined by GPS observations
 FE2750.and is referenced to NAD 83.
 FE2750
 FE2750.The geoid height was determined by GEOID03.
 FE2750
 FE2750.The dynamic height is computed by dividing the NAVD 88
 FE2750.geopotential number by the normal gravity value computed on the
 FE2750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2750.degrees latitude (g = 980.6199 gals.).
 FE2750
 FE2750.The modeled gravity was interpolated from observed gravity values.
 FE2750
 FE2750;                    North         East     Units Scale Factor Converg.
 FE2750;SPC TN       -   101,881.560   400,709.327   MT  1.00000332   -1 16 54.5
 FE2750;SPC TN       -   334,256.42  1,314,660.52   sFT  1.00000332   -1 16 54.5
 FE2750;UTM  16      - 3,899,364.387   391,764.367   MT  0.99974437   -0 41 10.5
 FE2750
 FE2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2750!SPC TN       -   0.99998486  x   1.00000332  =   0.99998818
 FE2750!UTM  16      -   0.99998486  x   0.99974437  =   0.99972923
 FE2750
 FE2750                          SUPERSEDED SURVEY CONTROL
 FE2750
 FE2750  ELLIP H (12/14/95)   96.50   (m)                       GP(       ) 1 2
 FE2750  NAD 83(1995)-  35 13 53.41337(N)    088 11 22.02995(W) AD(       ) 1
 FE2750  NAD 83(1995)-  35 13 53.40620(N)    088 11 22.03248(W) AD(       ) B
 FE2750  ELLIP H (09/07/90)   96.47   (m)                       GP(       ) 4 1
 FE2750  NAVD 88 (12/14/95)  124.06   (m)          407.0    (f) LEVELING    3  
 FE2750  NGVD 29 (??/??/??)  124.08   (m)          407.1    (f) N HEIGHT    3  
 FE2750
 FE2750.Superseded values are not recommended for survey control.
 FE2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2750.See file dsdata.txt to determine how the superseded data were derived.
 FE2750
 FE2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9176499364(NAD 83)
 FE2750_MARKER: I = METAL ROD
 FE2750_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2750_SP_SET: STAINLESS STEEL ROD
 FE2750_STAMPING: GPS 56 1987
 FE2750_MARK LOGO: NGS   
 FE2750_PROJECTION: FLUSH
 FE2750_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2750+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 FE2750_ROD/PIPE-DEPTH: 4.90 meters
 FE2750_SLEEVE-DEPTH  : 0.90 meters
 FE2750
 FE2750  HISTORY     - Date     Condition        Report By
 FE2750  HISTORY     - 1987     MONUMENTED       NGS
 FE2750  HISTORY     - 1987     GOOD             NGS
 FE2750  HISTORY     - 19890629 GOOD
 FE2750  HISTORY     - 19900213 GOOD             ALHD
 FE2750  HISTORY     - 19950619 GOOD             NGS
 FE2750  HISTORY     - 20031010 GOOD             TNDT
 FE2750  HISTORY     - 20040622 GOOD             TNDT
 FE2750
 FE2750                          STATION DESCRIPTION
 FE2750
 FE2750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2750'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 FE2750'EAST OF SAVANNAH, ON THE SOUTH EDGE OF U.S. HIGHWAY 64, ATOP A LOW
 FE2750'CUT.
 FE2750'OWNERSHIP--STATE RIGHT-OF-WAY.
 FE2750'
 FE2750'TO REACH THE STATION FROM THE COURTHOUSE IN SAVANNAH GO
 FE2750'EAST FOR 0.6 KM (0.4 MI) ON U.S. HIGHWAY 64 TO A FORK.
 FE2750'FOLLOW THE LEFT FORK AND GO EAST FOR 4.2 KM (2.6 MI) ON U.S.
 FE2750'HIGHWAY 64 TO THE JUNCTION OF STATE ROUTE 226.
 FE2750'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.56 KM (0.35 MI) ON U.S.
 FE2750'HIGHWAY 64 TO A BRIDGE OVER A CREEK.
 FE2750'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5 KM (0.3 MI) ON U.S.
 FE2750'HIGHWAY 64 TO THE STATION ON THE RIGHT.
 FE2750'
 FE2750'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 4.9 METERS
 FE2750'(16 FT).  THE LOGO CAP IS STAMPED---GPS 56 1987---, AND A STEEL
 FE2750'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2750'18.6 METERS (61 FT) SOUTH FROM THE ROAD CENTER AND 0.9 METERS (3 FT)
 FE2750'ABOVE SAME,
 FE2750'23.32 METERS (76.5 FT) WEST FROM A DUAL UTILITY POLE NUMBERED 53,
 FE2750'67.21 METERS (220.5 FT) EAST FROM A TELEPHONE JUNCTION BOX AT A
 FE2750'UTILITY POLE NUMBERED 517E,
 FE2750'0.94 METERS (3.1 FT) NORTH FROM A FIBERGLASS WITNESS POST AT THE
 FE2750'SOUTH RIGHT-OF-WAY FENCE.
 FE2750
 FE2750                          STATION RECOVERY (1987)
 FE2750
 FE2750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2750'RECOVERED IN GOOD CONDITION.
 FE2750
 FE2750                          STATION RECOVERY (1989)
 FE2750
 FE2750'RECOVERED 1989
 FE2750'RECOVERED IN GOOD CONDITION.
 FE2750
 FE2750                          STATION RECOVERY (1990)
 FE2750
 FE2750'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FE2750'THE STATION IS LOCATED IN HARDIN COUNTY TENNESSEE ON THE NORTH RIGHT
 FE2750'OF WAY OF U. S. 64, ABOUT 5.63 KM (3.50 MI) EAST OF SAVANNAH.
 FE2750'TO REACH THE STATION FROM THE COURTHOUSE IN SAVANNAH, DRIVE EAST ON U.
 FE2750'S. 64 0.64 KM (0.40 MI) TO A Y INTERSECTION, BEAR LEFT ON U. S. 64
 FE2750'AND DRIVE EAST 4.18 KM (2.60 MI) TO THE JUNCTION OF TENN 226,
 FE2750'CONTINUE EAST ON U. S. 64 0.56 KM (0.35 MI) TO A BRIDGE OVER A CREEK,
 FE2750'CONTINUE EAST ON U. S. 64 0.48 KM (0.30 MI) TO THE STATION ON THE
 FE2750'RIGHT.
 FE2750'THE STATION IS A 3 - D MARK WITH STAINLESS STEEL ROD DRIVEN 4.88 M
 FE2750'(16.01 FT) . THE LOGO CAP IS STAMPED  - GPS 56 1987 - , AND A STEEL
 FE2750'SPIKE IS EMBEDDED IN THE CONCRETE. LOCATED 18.59 M (60.99 FT) SOUTH
 FE2750'OF THE CENTERLINE OF U. S. 64, 23.32 M (76.51 FT) WEST OF A DUAL
 FE2750'UTILITY POLE NO. 53, 67.21 M (220.50 FT) EAST OF A TELEPHONE JUNCTION
 FE2750'BOX AT A UTILITY POLE NUMBERED 517E, 0.94 M (3.08 FT) NORTH OF A
 FE2750'CARSONITE WITNESS POST AT THE SOUTH RIGHT OF WAY FENCE.
 FE2750'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 FE2750'MR. BARNEY WHITLOW
 FE2750'ROUTE 7, BOX 438
 FE2750'SAVANNAH, TENNESSEE 38372
 FE2750'PHONE 901 - 325 - 3659.
 FE2750
 FE2750                          STATION RECOVERY (1995)
 FE2750
 FE2750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2750'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF SAVANNAH, ON THE
 FE2750'SOUTH EDGE OF U.S. HIGHWAY 64/STATE ROUTE 15 ATOP A LOW CUT.
 FE2750'OWNERSHIP--STATE RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 FE2750'COURTHOUSE IN SAVANNAH, GO EAST FOR 0.6 KM (0.35 MI) ON U.S. HIGHWAY
 FE2750'64 TO A FORK.  FOLLOW THE LEFT FORK AND GO EAST FOR 4.2 KM (2.60 MI)
 FE2750'ON U.S. HIGHWAY 64 TO THE JUNCTION OF STATE ROUTE 226.  CONTINUE
 FE2750'STRAIGHT AHEAD AND GO EAST FOR 0.56 KM (0.35 MI) ON U.S. HIGHWAY 64 TO
 FE2750'A BRIDGE OVER A CREEK.  CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5 KM
 FE2750'(0.30 MI) ON U.S. HIGHWAY 64 TO THE STATION ON THE RIGHT. LOCATED 18.6
 FE2750'M (61.0 FT) SOUTH FROM THE ROAD CENTER, 23.32 M (76.51 FT) WEST FROM A
 FE2750'DUAL UTILITY POLE NUMBER 53, 67.21 M (220.50 FT) EAST FROM A TELEPHONE
 FE2750'JUNCTION BOX AT A UTILITY POLE NUMBER 517E, 0.94 M (3.08 FT) NORTH
 FE2750'FROM A FIBERGLASS WITNESS POST AT THE SOUTH RIGHT-OF-WAY FENCE AND 0.9
 FE2750'M (3.0 FT) ABOVE THE ROAD.  A STEEL SPIKE IS EMBEDDED IN THE CONCRETE.
 FE2750
 FE2750                          STATION RECOVERY (2003)
 FE2750
 FE2750'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2750'RECOVERED AS DESCRIBED.
 FE2750
 FE2750                          STATION RECOVERY (2004)
 FE2750
 FE2750'RECOVERY NOTE BY TN DEPT OF TRANSP 2004 (DG)
 FE2750'RECOVERED AS DESCRIBED, ADDING THAT MARK IS 74.7 M OR 245.0 FT NORTH
 FE2750'OF POLE 254 AND  POSSIBLY SOUTH RATHER THAN WEST OF POLE 53 BY THE
 FE2750'23.32 M OR 76.5 FT MENTIONED IN PRIOR  NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2751 ***********************************************************************
 FE2751  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2751  FBN         -  This is a Federal Base Network Control Station.
 FE2751  PACS        -  This is a Primary Airport Control Station.
 FE2751  DESIGNATION -  GPS 57
 FE2751  PID         -  FE2751
 FE2751  STATE/COUNTY-  TN/MCNAIRY
 FE2751  USGS QUAD   -  STANTONVILLE (1992)
 FE2751
 FE2751                         *CURRENT SURVEY CONTROL
 FE2751  ___________________________________________________________________
 FE2751* NAD 83(1995)-  35 12 21.02985(N)    088 29 58.23924(W)     ADJUSTED  
 FE2751* NAVD 88     -       184.20   (meters)     604.3    (feet)  GPS OBS   
 FE2751  ___________________________________________________________________
 FE2751  X           -     136,620.726 (meters)                     COMP
 FE2751  Y           -  -5,215,633.595 (meters)                     COMP
 FE2751  Z           -   3,656,640.210 (meters)                     COMP
 FE2751  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 FE2751  ELLIP HEIGHT-         156.53  (meters)          (08/03/04) GPS OBS
 FE2751  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2751  DYNAMIC HT  -         184.03  (meters)     603.8   (feet)  COMP
 FE2751  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 FE2751
 FE2751  HORZ ORDER  -  A
 FE2751  VERT ORDER  -  THIRD (See Below)
 FE2751  ELLP ORDER  -  FOURTH    CLASS I
 FE2751
 FE2751.This mark is at Robert Sibley Airport (SZY)
 FE2751
 FE2751.The horizontal coordinates were established by GPS observations
 FE2751.and adjusted by the National Geodetic Survey in August 2002..
 FE2751
 FE2751.The orthometric height was determined by GPS observations and a
 FE2751.high-resolution geoid model using precise GPS observation and
 FE2751.processing techniques. It supersedes the leveled height previously
 FE2751.determined for this station.
 FE2751
 FE2751.GPS derived orthometric heights for airport stations designated as
 FE2751.PACS or SACS are published to 2 decimal places.  This maintains
 FE2751.centimeter relative accuracy between the PACS and SACS.  It does
 FE2751.not indicate centimeter accuracy relative to other marks which are
 FE2751.part of the NAVD 88 network.
 FE2751.The vertical order pertains to the first NAVD 88 superseded value.
 FE2751
 FE2751.Photographs are available for this station.
 FE2751
 FE2751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2751
 FE2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2751
 FE2751.The ellipsoidal height was determined by GPS observations
 FE2751.and is referenced to NAD 83.
 FE2751
 FE2751.The geoid height was determined by GEOID03.
 FE2751
 FE2751.The dynamic height is computed by dividing the NAVD 88
 FE2751.geopotential number by the normal gravity value computed on the
 FE2751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2751.degrees latitude (g = 980.6199 gals.).
 FE2751
 FE2751.The modeled gravity was interpolated from observed gravity values.
 FE2751
 FE2751;                    North         East     Units Scale Factor Converg.
 FE2751;SPC TN       -    99,711.697   372,420.011   MT  1.00000809   -1 27 47.9
 FE2751;SPC TN       -   327,137.46  1,221,847.99   sFT  1.00000809   -1 27 47.9
 FE2751;UTM  16      - 3,896,900.375   363,505.428   MT  0.99982961   -0 51 52.7
 FE2751
 FE2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2751!SPC TN       -   0.99997543  x   1.00000809  =   0.99998352
 FE2751!UTM  16      -   0.99997543  x   0.99982961  =   0.99980505
 FE2751
 FE2751:                Primary Azimuth Mark                     Grid Az
 FE2751:SPC TN       -  GPS 57 AZ MK                             167 15 49.8
 FE2751:UTM  16      -  GPS 57 AZ MK                             166 39 54.6
 FE2751
 FE2751|---------------------------------------------------------------------|
 FE2751| PID    Reference Object                     Distance      Geod. Az  |
 FE2751|                                                           dddmmss.s |
 FE2751| FE2780 GPS 57 AZ MK                        APPROX. 0.6 KM 1654801.9 |
 FE2751| AI9830 SZY A                               444.416 METERS 3515228.6 |
 FE2751|---------------------------------------------------------------------|
 FE2751
 FE2751                          SUPERSEDED SURVEY CONTROL
 FE2751
 FE2751  ELLIP H (08/06/02)  156.55   (m)                       GP(       ) 2 2
 FE2751  NAD 83(1995)-  35 12 21.02953(N)    088 29 58.23938(W) AD(       ) A
 FE2751  NAD 83(1995)-  35 12 21.02953(N)    088 29 58.23938(W) AD(       ) A
 FE2751  ELLIP H (09/07/90)  156.58   (m)                       GP(       ) 4 1
 FE2751  NAVD 88 (08/13/96)  184.20   (m)          604.3    (f) N HEIGHT    3  
 FE2751  NGVD 29 (??/??/??)  184.19   (m)          604.3    (f) N HEIGHT    3  
 FE2751
 FE2751.Superseded values are not recommended for survey control.
 FE2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2751.See file dsdata.txt to determine how the superseded data were derived.
 FE2751
 FE2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6350596900(NAD 83)
 FE2751_MARKER: I = METAL ROD
 FE2751_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FE2751+WITH SETTING: INFORMATION.
 FE2751_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2751_STAMPING: GPS 57 1987
 FE2751_MARK LOGO: NGS   
 FE2751_PROJECTION: FLUSH
 FE2751_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2751+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2751_ROD/PIPE-DEPTH: 2.40 meters
 FE2751_SLEEVE-DEPTH  : 0.90 meters
 FE2751
 FE2751  HISTORY     - Date     Condition        Report By
 FE2751  HISTORY     - 1987     MONUMENTED       NGS
 FE2751  HISTORY     - 1987     GOOD             NGS
 FE2751  HISTORY     - 1987     GOOD             NGS
 FE2751  HISTORY     - 19890628 GOOD
 FE2751  HISTORY     - 19900322 GOOD             NGS
 FE2751  HISTORY     - 19920113 GOOD             NGS
 FE2751  HISTORY     - 19930524 GOOD
 FE2751  HISTORY     - 19950622 GOOD             NGS
 FE2751  HISTORY     - 1999     GOOD             LOWE
 FE2751  HISTORY     - 20020408 GOOD             USACE
 FE2751  HISTORY     - 20020421 GOOD             EMCINC
 FE2751  HISTORY     - 20031010 GOOD             TNDT
 FE2751
 FE2751                          STATION DESCRIPTION
 FE2751
 FE2751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2751'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 FE2751'EAST-NORTHEAST OF SELMER IN MC NAIRY COUNTY, AT THE SELMER/SIBLEY
 FE2751'AIRPORT, AT THE JUNCTION OF A TAXIWAY AND THE RUNWAY,
 FE2751'0.24 KM (0.15 MI) NORTH-NORTHEAST OF THE AIRPORT OFFICE (A TWO
 FE2751'STORY BRICK BUILDING).
 FE2751'OWNERSHIP--AIRPORT MANAGER IS JOSEPH TUCKER OR HOLLIS REEVES,
 FE2751'TELEPHONE (901)645-3014.  CALL FOR NIGHT ACCESS.
 FE2751'
 FE2751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 45
 FE2751'ABOUT 1.6 KM (1 MI) SOUTHEAST OF SELMER GO EAST-NORTHEAST FOR
 FE2751'8.4 KM (5.2 MI) ON U.S. HIGHWAY 64 TO THE JUNCTION OF A PAVED ROAD.
 FE2751'TURN LEFT AND GO NORTH FOR  1.3 KM (0.8 MI) ON THE PAVED ROAD TO
 FE2751'THE AIRPORT OFFICE AND THE STATION LOCATED 0.24 KM (0.15 MI)
 FE2751'NORTH-NORTHEAST FROM THE OFFICE.
 FE2751'
 FE2751'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 2.4 METERS
 FE2751'(8 FT).  THE LOGO CAP IS STAMPED---GPS 57 1987---, AND A STEEL SPIKE
 FE2751'IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2751'21.6 METERS (71 FT) WEST FROM THE RUNWAY CENTER AND 0.3 METERS (1
 FE2751'FT) BELOW SAME,
 FE2751'17.4 METERS (57 FT) SOUTHEAST FROM THE TAXIWAY CENTER,
 FE2751'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 FE2751
 FE2751                          STATION RECOVERY (1987)
 FE2751
 FE2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FE2751'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHWEST OF
 FE2751'ADAMSVILLE, 8.0 KM (5.0 MI) NORTHEAST OF SELMER AND AT
 FE2751'THE ROBERT SIBLEY AIRPORT.  OWNERSHIP ---  COUNTY OF MCNAIRY,
 FE2751'AIRPORT MANAGER, MRS KATHERINE MCBRIDE, RT 1, BOX 310,
 FE2751'SELMER, TN 38375, PHONE 901-645-3014.
 FE2751'
 FE2751'TO REACH THE STATION FROM THE POST OFFICE IN SELMER, GO EAST
 FE2751'ON HOUSTON FOR 0.2 KM (0.1 MI) TO U.S. HIGHWAY 45. TURN RIGHT
 FE2751'AND GO SOUTHERLY ON U.S. HIGHWAY 45 FOR 1.6 KM (1.0 MI)
 FE2751'TO U.S. HIGHWAY 64 TURN LEFT AND GO EASTERLY ON U.S. HIGHWAY
 FE2751'64 FOR 8.5 KM (5.3 MILES) TO A ROAD LEFT JUST POST AN
 FE2751'AIRPORT SIGN.  TURNLEFT ONTO PAVED ROAD FOR 0.3 KM
 FE2751'(0.2 MI) TO A STOP SIGN.  TURN LEFT AND FOLLOW PAVED ROAD
 FE2751'NORTHERLY FOR 0.8 KM (0.5 MI) TO A PAVED ROAD RIGHT INTO
 FE2751'AIRPORT, TURN RIGHT FOR 0.1 KM (0.05 MI) TO THE STATION
 FE2751'ON TH RIGHT BETWEEN THE TAXIWAY AND RUNWAY.
 FE2751'
 FE2751'TO AIRPORT OFFICE AND A LOCKED GATE. (KEY TO LOCK MAY
 FE2751'BE OBTAINED FROM THE AIRPORT OFFICE).  PASS THRU THE GATE,
 FE2751'TURN LEFT AND GO NORTHERLY ON TARMAC AND TAXIWAY FOR 0.2 KM
 FE2751'(0.15 MI) TO THE STATION ON THE RIGHT BETWEEN THE
 FE2751'TAXIWAY AND THE RUNWAY.
 FE2751'
 FE2751'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AND
 FE2751'SURROUNDED BY A 5-INCH PCU PIPE WITH A LOGO CAP ATTACHED
 FE2751'STAMPED --- GPS 57 1987 --- AND SURROUNDED BY A ROUND
 FE2751'CONCRETE POST.  THE ROD IS RECESSED 4 CM BELOW THE
 FE2751'GROUND SURFACE.  IT IS LOCATED 11.4 METERS (37.3 FT) EAST
 FE2751'OF EAST EDGE OF TAXIWAY, 10.1 METERS (33.3 FT) WEST OF WEST
 FE2751'EDGE OF RUNWAY, 4.6 METERS (15.0 FT) WEST OF YELLOW SIGN
 FE2751'WITH BLACK ARROW AND 0.4 METERS, (1.2 FT) SOUTH OF
 FE2751'FIBERGLASS WITNESS POST.
 FE2751'
 FE2751'T1-4100 GPS SURVEY FOR EASTERN UNITED STATES STRAIN NETWORK.
 FE2751'
 FE2751'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FE2751'
 FE2751'DESCRIBED BY D.A. BOWLING
 FE2751
 FE2751                          STATION RECOVERY (1987)
 FE2751
 FE2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2751'RECOVERED IN GOOD CONDITION.
 FE2751
 FE2751                          STATION RECOVERY (1989)
 FE2751
 FE2751'RECOVERED 1989
 FE2751'RECOVERED IN GOOD CONDITION.
 FE2751
 FE2751                          STATION RECOVERY (1990)
 FE2751
 FE2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FE2751'RECOVERED IN GOOD CONDITION.
 FE2751
 FE2751                          STATION RECOVERY (1992)
 FE2751
 FE2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2751'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST-NORTHEAST OF SELMER
 FE2751'IN MCNAIRY COUNTY, AT THE SELMER/SIBLEY AIRPORT, AT THE JUNCTION OF A
 FE2751'TAXIWAY AND THE RUNWAY, 0.24 KM (0.15 MI) NORTH-NORTHEAST OF THE
 FE2751'AIRPORT OFFICE (A TWO-STORY BRICK BUILDING. OWNERSHIP--AIRPORT
 FE2751'MANAGER IS JOSEPH TUCKER OR HOLLIS REEVES.  PHONE IS 901-645-3014.
 FE2751'CALL FOR NIGHT ACCESS.
 FE2751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 45
 FE2751'ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF SELMER, GO EAST-NORTHEAST 0N U.S.
 FE2751'HIGHWAY 64 FOR 8.4 KM (5.2 MI) TO THE JUNCTION OF A PAVED ROAD LEFT.
 FE2751'TURN LEFT AND GO NORTHERLY ON THE PAVED ROAD FOR 1.3 KM (0.8 MI) TO
 FE2751'THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY
 FE2751'FOR 0.08 KM (0.05 MI) TO A LOCKED GATE AT THE NORTH SIDE OF THE BRICK
 FE2751'AIRPORT OFFICE BUILDING.  PASS THROUGH THE GATE AND BEAR LEFT,
 FE2751'NORTHEASTERLY, ACROSS PARKING APRON AND ONTO TAXIWAY FOR 0.24 KM
 FE2751'(0.15 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE
 FE2751'RUNWAY.
 FE2751'THE STATION IS LOCATED 21.6 M (70.9 FT) WEST FROM THE RUNWAY CENTER
 FE2751'AND 0.3 M (1.0 FT) BELOW THE RUNWAY, 17.4 M (57.1 FT) SOUTHEAST FROM
 FE2751'THE TAXI CENTER AND 0.3 M (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS
 FE2751'POST.
 FE2751
 FE2751                          STATION RECOVERY (1993)
 FE2751
 FE2751'RECOVERED 1993
 FE2751'RECOVERED IN GOOD CONDITION.
 FE2751
 FE2751                          STATION RECOVERY (1995)
 FE2751
 FE2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2751'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) EAST-NORTHEAST OF
 FE2751'SELMER, AT THE SELMER/SIBLEY AIRPORT, AT THE JUNCTION OF A TAXIWAY AND
 FE2751'THE RUNWAY, 0.24 KM (0.15 MI) NORTH-NORTHEAST OF THE AIRPORT OFFICE
 FE2751'(TWO STORY BRICK BUILDING).  CONTACT STEVE SMITH, AIRPORT MANAGER, OR
 FE2751'HOLLIS REEVES, PHONE 901-645-3014.  CALL FOR NIGHT ACCESS.  TO REACH
 FE2751'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64/STATE ROUTE 15 AND
 FE2751'U.S. HIGHWAY 45/STATE ROUTE 5 ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF
 FE2751'SELMER, GO EAST-NORTHEAST FOR 8.4 KM (5.20 MI) ON U.S. HIGHWAY 64 TO
 FE2751'THE JUNCTION OF A PAVED ROAD.  TURN LEFT AND GO NORTH FOR 1.3 KM (0.80
 FE2751'MI) ON THE PAVED ROAD TO THE AIRPORT OFFICE AND THE STATION, ABOUT
 FE2751'0.24 KM (0.15 MI) NORTH-NORTHEAST FROM THE OFFICE.  LOCATED 21.6 M
 FE2751'(70.9 FT) WEST FROM THE RUNWAY CENTER, 0.3 M (1.0 FT) LOWER THAN THE
 FE2751'RUNWAY, 17.4 M (57.1 FT) SOUTHEAST FROM THE TAXIWAY CENTER AND 0.3 M
 FE2751'(1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.  A STEEL SPIKE IS SET
 FE2751'IN THE CONCRETE.
 FE2751
 FE2751                          STATION RECOVERY (1999)
 FE2751
 FE2751'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2751'RECOVERED 1999
 FE2751'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2751'AIRPORT CONTROL STATION.
 FE2751' 
 FE2751' 
 FE2751'
 FE2751
 FE2751                          STATION RECOVERY (2002)
 FE2751
 FE2751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CRP)
 FE2751'RECOVERED IN GOOD CONDITION.
 FE2751
 FE2751                          STATION RECOVERY (2002)
 FE2751
 FE2751'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FE2751'FOUND AS DESCRIBED.
 FE2751' 
 FE2751' 
 FE2751'
 FE2751
 FE2751                          STATION RECOVERY (2003)
 FE2751
 FE2751'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2751'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2780 ***********************************************************************
 FE2780  SACS        -  This is a Secondary Airport Control Station.
 FE2780  DESIGNATION -  GPS 57 AZ MK
 FE2780  PID         -  FE2780
 FE2780  STATE/COUNTY-  TN/MCNAIRY
 FE2780  USGS QUAD   -  STANTONVILLE (1992)
 FE2780
 FE2780                         *CURRENT SURVEY CONTROL
 FE2780  ___________________________________________________________________
 FE2780* NAD 83(1995)-  35 12 03.63501(N)    088 29 52.87699(W)     ADJUSTED  
 FE2780* NAVD 88     -       184.37   (meters)     604.9    (feet)  GPS OBS   
 FE2780  ___________________________________________________________________
 FE2780  X           -     136,764.421 (meters)                     COMP
 FE2780  Y           -  -5,215,939.142 (meters)                     COMP
 FE2780  Z           -   3,656,202.285 (meters)                     COMP
 FE2780  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 FE2780  ELLIP HEIGHT-         156.73  (meters)          (08/03/04) GPS OBS
 FE2780  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2780
 FE2780  HORZ ORDER  -  FIRST
 FE2780  ELLP ORDER  -  FOURTH    CLASS I
 FE2780
 FE2780.This mark is at Robert Sibley Airport (SZY)
 FE2780
 FE2780.The horizontal coordinates were established by GPS observations
 FE2780.and adjusted by the National Geodetic Survey in February 2001..
 FE2780
 FE2780.The orthometric height was determined by GPS observations and a
 FE2780.high-resolution geoid model.
 FE2780
 FE2780.GPS derived orthometric heights for airport stations designated as
 FE2780.PACS or SACS are published to 2 decimal places.  This maintains
 FE2780.centimeter relative accuracy between the PACS and SACS.  It does
 FE2780.not indicate centimeter accuracy relative to other marks which are
 FE2780.part of the NAVD 88 network.
 FE2780
 FE2780.Photographs are available for this station.
 FE2780
 FE2780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2780
 FE2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2780
 FE2780.The ellipsoidal height was determined by GPS observations
 FE2780.and is referenced to NAD 83.
 FE2780
 FE2780.The geoid height was determined by GEOID03.
 FE2780
 FE2780;                    North         East     Units Scale Factor Converg.
 FE2780;SPC TN       -    99,172.332   372,541.920   MT  1.00000901   -1 27 44.8
 FE2780;SPC TN       -   325,367.89  1,222,247.95   sFT  1.00000901   -1 27 44.8
 FE2780;UTM  16      - 3,896,362.410   363,632.944   MT  0.99982918   -0 51 49.2
 FE2780
 FE2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2780!SPC TN       -   0.99997540  x   1.00000901  =   0.99998441
 FE2780!UTM  16      -   0.99997540  x   0.99982918  =   0.99980458
 FE2780
 FE2780:                Primary Azimuth Mark                     Grid Az
 FE2780:SPC TN       -  GPS 57                                   347 15 49.7
 FE2780:UTM  16      -  GPS 57                                   346 39 54.1
 FE2780
 FE2780|---------------------------------------------------------------------|
 FE2780| PID    Reference Object                     Distance      Geod. Az  |
 FE2780|                                                           dddmmss.s |
 FE2780| FE2751 GPS 57                              APPROX. 0.6 KM 3454804.9 |
 FE2780|---------------------------------------------------------------------|
 FE2780
 FE2780                          SUPERSEDED SURVEY CONTROL
 FE2780
 FE2780  ELLIP H (02/20/01)  156.75   (m)                       GP(       ) 2 1
 FE2780  NAD 83(1995)-  35 12 03.63532(N)    088 29 52.87762(W) AD(       ) 3
 FE2780  ELLIP H (04/12/99)  156.76   (m)                       GP(       ) 4 1
 FE2780  NAD 83(1995)-  35 12 03.63532(N)    088 29 52.87762(W) AD(       ) 3
 FE2780  NAD 83(1995)-  35 12 03.63532(N)    088 29 52.87762(W) AD(       ) 3
 FE2780  NGVD 29 (09/17/90)  184.4    (m)          605.     (f) GPS OBS        
 FE2780
 FE2780.Superseded values are not recommended for survey control.
 FE2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2780.See file dsdata.txt to determine how the superseded data were derived.
 FE2780
 FE2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6363396362(NAD 83)
 FE2780_MARKER: I = METAL ROD
 FE2780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2780_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2780_STAMPING: GPS 57 AZ MK 1987
 FE2780_MARK LOGO: NONE  
 FE2780_PROJECTION: RECESSED 5 CENTIMETERS
 FE2780_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2780+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2780_ROD/PIPE-DEPTH: 3.05 meters
 FE2780_SLEEVE-DEPTH  : 0.90 meters
 FE2780
 FE2780  HISTORY     - Date     Condition        Report By
 FE2780  HISTORY     - 1987     MONUMENTED       NGS
 FE2780  HISTORY     - 19890629 GOOD
 FE2780  HISTORY     - 1999     GOOD             LOWE
 FE2780  HISTORY     - 20031010 GOOD             TNDT
 FE2780
 FE2780                          STATION DESCRIPTION
 FE2780
 FE2780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2780'5.5 MILES EAST-NORTHEAST ALONG US HIGHWAY 64 FROM THE JUNCTION
 FE2780'OF US HIGHWAY 45, AND 1.0 MIL SOUTHEAST OF SELMER, TO THE JUNCTION
 FE2780'OF A PAVED ROAD, THENCE 0.2 MILE NORTH ALONG PAVED ROAD TO THE
 FE2780'JUNCTION OF A CROSSROAD, THENCE 0.55 MILE NORTHWEST LONG A PAVED
 FE2780'ROAD TO THE JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.05 MILE
 FE2780'EASTERLY ALONG AIRPORT ENTRANCE DRIVE TO THE OFFICE OF THE
 FE2780'ROBERT SIBLEY AIRPORT, THENCE 0.10 MILE SOUTHEAST ALONG TAXIWAY TO
 FE2780'JUNCTION OF RUNWAY, THENCE 0.15 MILE SOUTH ALONG RUNWAY TO THE
 FE2780'NORTHERN ONE OF TWO VASIS AND MARK, A 3-D MARK, A STAINLESS
 FE2780'STEEL ROD DRIVEN 10.0 FEET TO REFUSAL, 5 INCHES BELOW GROUND,
 FE2780'ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A
 FE2780'5 INCH PVC PIPE WITH A LOGO CAP ---STAMPED GPS 57 AZ MK 1987, 2 INCHES
 FE2780'BELOW GROUND, WITH A REBAR IN CONCRETE, 12.2 FEET EAST OF THE CENTER
 FE2780'OF A CONCRETE BASE FOR THE NORTHERN VASI, 39.0 FEET SOUTHWEST OF
 FE2780'SOUTHWEST EDGE OF RUNWAY, AND 1.0 FOOT SOUTH OF A FIBERGLASS
 FE2780'WITNESS POST.
 FE2780
 FE2780                          STATION RECOVERY (1989)
 FE2780
 FE2780'RECOVERED 1989
 FE2780'RECOVERED IN GOOD CONDITION.
 FE2780
 FE2780                          STATION RECOVERY (1999)
 FE2780
 FE2780'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2780'RECOVERED 1999
 FE2780'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2780'SECONDARY AIRPORT CONTROL STATION.
 FE2780' 
 FE2780' 
 FE2780' 
 FE2780'
 FE2780
 FE2780                          STATION RECOVERY (2003)
 FE2780
 FE2780'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2780'THE AZIMUTH MARK IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST NORTHEAST OF
 FE2780'SELMER IN MCNAIRY COUNTY, AT THE SELMER/SIBLEY AIRPORT, AT THE
 FE2780'JUNCTION OF A TAXIWAY AND THE RUNWAY, 0.24 KM (0.15 MI) NORTH
 FE2780'NORTHEAST OF THE AIRPORT OFFICE (A TWO STORY BRICK BUILDING).
 FE2780'OWNERSHIP--AIRPORT MANAGER IS JOSEPH TUCKER OR HOLLIS REEVES,
 FE2780'TELEPHONE (901) 645-3014.  CALL FOR NIGHT ACCESS.
 FE2780' 
 FE2780'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF US HIGHWAY 64/STATE
 FE2780'ROUTE 15 AND US HIGHWAY 45/STATE ROUTE 5 ABOUT 1.6 KM (1 MI) SOUTHEAST
 FE2780'OF SELMER GO EAST NORTHEAST FOR 8.4 KM (5.2 MI) ON US HIGHWAY 64 TO
 FE2780'THE JUNCTION OF A PAVED ROAD.  TURN LEFT AND GO NORTH FOR 1.3 KM (0.8
 FE2780'MI) ON THE PAVED ROAD TO THE AIRPORT OFFICE.  THEN GO 0.16 KM (0.1 MI)
 FE2780'SOUTHEAST ALONG THE TAXIWAY TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT
 FE2780'AND GO 0.24 KM (0.15 MI) SOUTH ALONG THE WEST SIDE OF THE RUNWAY TO
 FE2780'THE MARK ON THE RIGHT, BETWEEN A VASI AND THE RUNWAY EDGE.
 FE2780' 
 FE2780'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 3.05 M
 FE2780'(10 FT).  THE LOGO CAP IS STAMPED--GPS 57 AZ MK 1987--, AND A STEEL
 FE2780'REBAR IS EMBEDDED IN THE CONCRETE.  LOCATED 3.7 M (12.2 FT) EAST OF
 FE2780'THE CENTER OF THE CONCRETE BASE FOR THE SOUTHERN MOST OF THE PREVIOUS
 FE2780'LOCATION OF TWO VASI'S (THIS PREVIOUS LOCATION IS APPROXIMATELY 114.3
 FE2780'M (375 FT) SOUTH OF THE SOUTHERN MOST TAXIWAY LIGHT), 11.9 M (39 FT)
 FE2780'WEST OF THE WEST EDGE OF THE RUNWAY, AND 0.3 METERS (1.0 FT) SOUTH OF
 FE2780'A FIBERGLASS WITNESS POST.
 FE2780' 
 FE2780'*GPS DERIVED ELEVATION USING THE GEIOD 96 MODEL AND THE WGS 1984
 FE2780'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2752 ***********************************************************************
 FE2752  CBN         -  This is a Cooperative Base Network Control Station.
 FE2752  PACS        -  This is a Primary Airport Control Station.
 FE2752  DESIGNATION -  GPS 58
 FE2752  PID         -  FE2752
 FE2752  STATE/COUNTY-  TN/HARDEMAN
 FE2752  USGS QUAD   -  MIDDLEBURG (1980)
 FE2752
 FE2752                         *CURRENT SURVEY CONTROL
 FE2752  ___________________________________________________________________
 FE2752* NAD 83(1995)-  35 12 44.84620(N)    089 02 36.18469(W)     ADJUSTED  
 FE2752* NAVD 88     -       151.29   (meters)     496.4    (feet)  N HEIGHT  
 FE2752  ___________________________________________________________________
 FE2752  X           -      87,098.982 (meters)                     COMP
 FE2752  Y           -  -5,216,245.261 (meters)                     COMP
 FE2752  Z           -   3,657,220.814 (meters)                     COMP
 FE2752  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FE2752  ELLIP HEIGHT-         123.40  (meters)          (08/03/04) GPS OBS
 FE2752  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE2752  DYNAMIC HT  -         151.15  (meters)     495.9   (feet)  COMP
 FE2752  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 FE2752
 FE2752  HORZ ORDER  -  B
 FE2752  VERT ORDER  -  THIRD
 FE2752  ELLP ORDER  -  FOURTH    CLASS I
 FE2752
 FE2752.This mark is at William L Whitehurst Fld Airport (M08)
 FE2752
 FE2752.The horizontal coordinates were established by GPS observations
 FE2752.and adjusted by the National Geodetic Survey in December 1995..
 FE2752
 FE2752.The orthometric height was determined by differential leveling
 FE2752.and adjusted by the National Geodetic Survey in August 1996..
 FE2752.The height was determined by precise leveling from only one NSRS
 FE2752.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FE2752.allowed ONLY to validate the GPS-derived height.
 FE2752
 FE2752.Photographs are available for this station.
 FE2752
 FE2752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2752
 FE2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2752
 FE2752.The ellipsoidal height was determined by GPS observations
 FE2752.and is referenced to NAD 83.
 FE2752
 FE2752.The geoid height was determined by GEOID03.
 FE2752
 FE2752.The dynamic height is computed by dividing the NAVD 88
 FE2752.geopotential number by the normal gravity value computed on the
 FE2752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2752.degrees latitude (g = 980.6199 gals.).
 FE2752
 FE2752.The modeled gravity was interpolated from observed gravity values.
 FE2752
 FE2752;                    North         East     Units Scale Factor Converg.
 FE2752;SPC TN       -   101,847.588   322,937.768   MT  1.00000684   -1 46 54.2
 FE2752;SPC TN       -   334,144.96  1,059,504.99   sFT  1.00000684   -1 46 54.2
 FE2752;UTM  16      - 3,898,517.042   314,007.688   MT  1.00002634   -1 10 42.9
 FE2752
 FE2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2752!SPC TN       -   0.99998063  x   1.00000684  =   0.99998747
 FE2752!UTM  16      -   0.99998063  x   1.00002634  =   1.00000697
 FE2752
 FE2752:                Primary Azimuth Mark                     Grid Az
 FE2752:SPC TN       -  GPS 58 AZ MK                             008 32 01.3
 FE2752:UTM  16      -  GPS 58 AZ MK                             007 55 50.0
 FE2752
 FE2752|---------------------------------------------------------------------|
 FE2752| PID    Reference Object                     Distance      Geod. Az  |
 FE2752|                                                           dddmmss.s |
 FE2752| FE2781 GPS 58 AZ MK                        APPROX. 0.6 KM 0064507.1 |
 FE2752| AI9833 M08 A                               457.259 METERS 1883323.1 |
 FE2752|---------------------------------------------------------------------|
 FE2752
 FE2752                          SUPERSEDED SURVEY CONTROL
 FE2752
 FE2752  ELLIP H (12/14/95)  123.47   (m)                       GP(       ) 1 2
 FE2752  NAD 83(1995)-  35 12 44.84556(N)    089 02 36.18407(W) AD(       ) B
 FE2752  ELLIP H (09/07/90)  123.44   (m)                       GP(       ) 4 1
 FE2752  NAVD 88 (02/20/01)  151.29   (m)          496.4    (f) LEVELING    3  
 FE2752  NGVD 29 (??/??/??)  151.28   (m)          496.3    (f) N HEIGHT    3  
 FE2752
 FE2752.Superseded values are not recommended for survey control.
 FE2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2752.See file dsdata.txt to determine how the superseded data were derived.
 FE2752
 FE2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1400898517(NAD 83)
 FE2752_MARKER: I = METAL ROD
 FE2752_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2752_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2752_STAMPING: GPS 58 1987
 FE2752_MARK LOGO: NGS   
 FE2752_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2752+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2752
 FE2752  HISTORY     - Date     Condition        Report By
 FE2752  HISTORY     - 1987     MONUMENTED       NGS
 FE2752  HISTORY     - 19890628 GOOD
 FE2752  HISTORY     - 19930519 GOOD
 FE2752  HISTORY     - 19950620 GOOD             NGS
 FE2752  HISTORY     - 1999     GOOD             LOWE
 FE2752  HISTORY     - 20031010 GOOD             TNDT
 FE2752
 FE2752                          STATION DESCRIPTION
 FE2752
 FE2752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2752'THE STATION IS LOCATED ABOUT 8.1 KM (5 MI) SOUTHWEST OF BOLIVAR, AT
 FE2752'THE BOLIVAR/HARDEMAN COUNTY AIRPORT,
 FE2752'0.16 KM (0.1 MI) SOUTH-SOUTHWEST OF THE AIRPORT OFFICE, BETWEEN THE
 FE2752'RUNWAY AND A PARKING RAMP.
 FE2752'OWNERSHIP--AIRPORT MANAGER IS BILLY AND JUDY WHITEHURST, TELEPHONE
 FE2752'(901)658-6282.  CALL FOR NIGHT ACCESS.
 FE2752'
 FE2752'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FE2752'ROUTE 18 JUST WEST OF BOLIVAR GO SOUTHWEST FOR
 FE2752'5.3 KM (3.3 MI) ON STATE ROUTE 18 TO THE AIRPORT ENTRANCE DRIVE.
 FE2752'TURN LEFT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON THE AIRPORT ENTRANCE
 FE2752'DRIVE TO THE AIRPORT OFFICE AND THE STATION LOCATED 0.16 KM (0.1
 FE2752'MI) SOUTH-SOUTHWEST OF THE OFFICE.
 FE2752'
 FE2752'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN TO
 FE2752'REFUSAL.  THE LOGO CAP IS STAMPED---GPS 58 1987---, AND A STEEL
 FE2752'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2752'24.7 METERS (81 FT) EAST FROM THE RUNWAY CENTER AND 0.9
 FE2752'METERS (3 FT) BELOW SAME,
 FE2752'30.2 METERS (99 FT) WEST FROM THE WEST EDGE OF THE PARKING RAMP,
 FE2752'22.9 METERS (75 FT) NORTH FROM THE CENTER OF A TAXIWAY CROSSOVER,
 FE2752'10.7 METERS (35 FT) NORTHWEST FROM THE CENTER OF A CULVERT HEADWALL,
 FE2752'0.3 METERS (1 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 FE2752
 FE2752                          STATION RECOVERY (1989)
 FE2752
 FE2752'RECOVERED 1989
 FE2752'RECOVERED IN GOOD CONDITION.
 FE2752
 FE2752                          STATION RECOVERY (1993)
 FE2752
 FE2752'RECOVERED 1993
 FE2752'RECOVERED IN GOOD CONDITION.
 FE2752
 FE2752                          STATION RECOVERY (1995)
 FE2752
 FE2752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2752'RECOVERED AS DESCRIBED.
 FE2752
 FE2752                          STATION RECOVERY (1999)
 FE2752
 FE2752'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2752'RECOVERED 1999
 FE2752'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A PRIMARY
 FE2752'AIRPORT CONTROL STATION.
 FE2752' 
 FE2752' 
 FE2752' 
 FE2752' 
 FE2752'
 FE2752
 FE2752                          STATION RECOVERY (2003)
 FE2752
 FE2752'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2752'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2781 ***********************************************************************
 FE2781  SACS        -  This is a Secondary Airport Control Station.
 FE2781  DESIGNATION -  GPS 58 AZ MK
 FE2781  PID         -  FE2781
 FE2781  STATE/COUNTY-  TN/HARDEMAN
 FE2781  USGS QUAD   -  MIDDLEBURG (1980)
 FE2781
 FE2781                         *CURRENT SURVEY CONTROL
 FE2781  ___________________________________________________________________
 FE2781* NAD 83(1995)-  35 13 04.77782(N)    089 02 33.30918(W)     ADJUSTED  
 FE2781* NAVD 88     -       147.79   (meters)     484.9    (feet)  GPS OBS   
 FE2781  ___________________________________________________________________
 FE2781  X           -      87,165.735 (meters)                     COMP
 FE2781  Y           -  -5,215,887.022 (meters)                     COMP
 FE2781  Z           -   3,657,720.643 (meters)                     COMP
 FE2781  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FE2781  ELLIP HEIGHT-         119.90  (meters)          (08/03/04) GPS OBS
 FE2781  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE2781
 FE2781  HORZ ORDER  -  FIRST
 FE2781  ELLP ORDER  -  FOURTH    CLASS I
 FE2781
 FE2781.This mark is at William L Whitehurst Fld Airport (M08)
 FE2781
 FE2781.The horizontal coordinates were established by GPS observations
 FE2781.and adjusted by the National Geodetic Survey in February 2001..
 FE2781
 FE2781.The orthometric height was determined by GPS observations and a
 FE2781.high-resolution geoid model.
 FE2781
 FE2781.GPS derived orthometric heights for airport stations designated as
 FE2781.PACS or SACS are published to 2 decimal places.  This maintains
 FE2781.centimeter relative accuracy between the PACS and SACS.  It does
 FE2781.not indicate centimeter accuracy relative to other marks which are
 FE2781.part of the NAVD 88 network.
 FE2781
 FE2781.Photographs are available for this station.
 FE2781
 FE2781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2781
 FE2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2781
 FE2781.The ellipsoidal height was determined by GPS observations
 FE2781.and is referenced to NAD 83.
 FE2781
 FE2781.The geoid height was determined by GEOID03.
 FE2781
 FE2781;                    North         East     Units Scale Factor Converg.
 FE2781;SPC TN       -   102,459.285   323,029.554   MT  1.00000580   -1 46 52.5
 FE2781;SPC TN       -   336,151.84  1,059,806.13   sFT  1.00000580   -1 46 52.5
 FE2781;UTM  16      - 3,899,129.684   314,093.032   MT  1.00002595   -1 10 41.8
 FE2781
 FE2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2781!SPC TN       -   0.99998118  x   1.00000580  =   0.99998698
 FE2781!UTM  16      -   0.99998118  x   1.00002595  =   1.00000713
 FE2781
 FE2781:                Primary Azimuth Mark                     Grid Az
 FE2781:SPC TN       -  GPS 58                                   188 32 01.2
 FE2781:UTM  16      -  GPS 58                                   187 55 50.5
 FE2781
 FE2781|---------------------------------------------------------------------|
 FE2781| PID    Reference Object                     Distance      Geod. Az  |
 FE2781|                                                           dddmmss.s |
 FE2781| FE2752 GPS 58                              APPROX. 0.6 KM 1864508.7 |
 FE2781|---------------------------------------------------------------------|
 FE2781
 FE2781                          SUPERSEDED SURVEY CONTROL
 FE2781
 FE2781  ELLIP H (02/20/01)  120.04   (m)                       GP(       ) 2 1
 FE2781  NAD 83(1995)-  35 13 04.77762(N)    089 02 33.30898(W) AD(       ) 3
 FE2781  ELLIP H (04/12/99)  120.02   (m)                       GP(       ) 4 1
 FE2781  NAD 83(1995)-  35 13 04.77698(N)    089 02 33.30836(W) AD(       ) 3
 FE2781  NAD 83(1995)-  35 13 04.77698(N)    089 02 33.30836(W) AD(       ) 3
 FE2781  NGVD 29 (09/17/90)  147.8    (m)          485.     (f) GPS OBS        
 FE2781
 FE2781.Superseded values are not recommended for survey control.
 FE2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2781.See file dsdata.txt to determine how the superseded data were derived.
 FE2781
 FE2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1409399130(NAD 83)
 FE2781_MARKER: I = METAL ROD
 FE2781_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2781_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2781_STAMPING: GPS 58 AZ MK 1987
 FE2781_MARK LOGO: NGS   
 FE2781_PROJECTION: RECESSED 7 CENTIMETERS
 FE2781_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2781+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2781_ROD/PIPE-DEPTH: 29.2 meters
 FE2781_SLEEVE-DEPTH  : 0.90 meters
 FE2781
 FE2781  HISTORY     - Date     Condition        Report By
 FE2781  HISTORY     - 1987     MONUMENTED       NGS
 FE2781  HISTORY     - 19890628 GOOD
 FE2781  HISTORY     - 1999     GOOD             LOWE
 FE2781  HISTORY     - 20031010 GOOD             TNDT
 FE2781
 FE2781                          STATION DESCRIPTION
 FE2781
 FE2781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2781'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF US
 FE2781'HIGHWAY 64, JUST WEST OF BOLIVAR, TO THE JUNCTION OF AIRPORT ENTRANCE
 FE2781'DRIVE, THENCE 0.8 MILE SOUTH ALONG AIRPORT ENTRANCE DRIVE TO THE
 FE2781'OFFICE OF BOLIVAR HARDMAN COUNTY AIRPORT, THENCE 0.10 MILE ALONG
 FE2781'TAXIWAY TO JUNCTION OF RUNWAY, THENCE 0.20 MILE NORTH ALONG RUNWAY
 FE2781'TO MARK AT THE SOUTHERN VASI OF TWO A 3-D MARK, A STAINLESS STEEL
 FE2781'ROD DRIVEN 96.0 FEET RE REFUSAL, 5 INCH PVC PIPE WITH LOGO CAP
 FE2781'---STAMPED GPS 58 AZ MK 1987, 3 INCHES BELOW GROUND WITH A REBAR IN
 FE2781'CONCRETE, ALSO 0.10 MILE SOUTH OF NORTH END OF RUNWAY 11.5 FEET WEST
 FE2781'OF CENTER OF CONCRETE BASE FOR VASI, 38.4 FEET EAST OF EAST EDGE OF
 FE2781'RUNWAY, AND 1.0 FOOT NORTH OF A FIBERGLASS WITNESS POST.
 FE2781
 FE2781                          STATION RECOVERY (1989)
 FE2781
 FE2781'RECOVERED 1989
 FE2781'RECOVERED IN GOOD CONDITION.
 FE2781
 FE2781                          STATION RECOVERY (1999)
 FE2781
 FE2781'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2781'RECOVERED 1999
 FE2781'RECOVERED IN GOOD CONDITION. THIS STATION IS DESIGNATED A
 FE2781'SECONDARY AIRPORT CONTROL STATION.
 FE2781' 
 FE2781' 
 FE2781'
 FE2781
 FE2781                          STATION RECOVERY (2003)
 FE2781
 FE2781'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2781'THE AZIMUTH MARK IS LOCATED ABOUT 8.1 KM (5 MI) SOUTHWEST OF BOLIVAR,
 FE2781'AT THE BOLIVAR/HARDEMAN COUNTY AIRPORT, 0.16 KM (0.1 MI) SOUTH
 FE2781'SOUTHWEST OF THE AIRPORT OFFICE, BETWEEN THE RUNWAY AND A PARKING
 FE2781'RAMP.  OWNERHIP--AIRPORT MANAGER IS DAVE PERRIN (PARTNER IS STEVE
 FE2781'ALDRED), TELEPHONE (901) 658-7556.  CALL FOR NIGHT ACCESS.
 FE2781' 
 FE2781'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAY 64 AND STATE ROUTE
 FE2781'18 JUST WEST OF BOLIVAR GO SOUTHWEST FOR 5.3 KM (3.3 MI) ON STATE
 FE2781'ROUTE 18 TO THE AIRPORT ENTRANCE DRIVE.  TURN LEFT AND GO SOUTH FOR
 FE2781'1.3 KM (0.8 MI) ON THE AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE.
 FE2781'THEN TURN RIGHT AND GO NORTH 0.5 KM (0.3 MI) ALONG THE TAXIWAY TO THE
 FE2781'MARK.  THE DISTANCE IS MEASURED FROM THE GATE AT THE NORTHWEST CORNER
 FE2781'OF THE AIRPORT OFFICE BUILDING, HOWEVER, THE GATE IS OFTEN LOCKED AND
 FE2781'ACCESS PROVIDED AROUND THE BACK OF THE OFFICE BUILDING AND HANGAR.
 FE2781' 
 FE2781'THE AZIMUTH MARK IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 29.3 M
 FE2781'(96 FT) TO REFUSAL.  THE LOGO CAP IS STAMPED--GPS 58 AZ MK 1987--, AND
 FE2781'IS 0.08 M (0.25 FT) BELOW THE SURFACE OF THE GROUND, WITH A REBAR IN
 FE2781'THE CONCRETE.  LOCATED 3.5 M (11.5 FT) WEST OF THE CENTER OF THE
 FE2781'CONCRETE BASE FOR A VASI, 11.7 M (38.4 FT) EAST OF THE EAST EDGE OF
 FE2781'THE RUNWAY, 31.9 M (104.5 FT) WEST OF THE WEST EDGE OF THE TAXIWAY,
 FE2781'30.0 M (98.5 FT) NORTH OF A VASI, AND 0.3 M (1.0 FT) NORTH OF A
 FE2781'FIBERGLASS WITNESS POST.  ALSO 0.16 KM (0.1 MI) SOUTH OF THE NORTH END
 FE2781'OF THE RUNWAY.
 FE2781' 
 FE2781'*GPS DERIVED ELEVATION USING THE GEOID 96 MODEL AND THE WGS 1984
 FE2781'REFERENCE ELLIPSOID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2753 ***********************************************************************
 FE2753  CBN         -  This is a Cooperative Base Network Control Station.
 FE2753  DESIGNATION -  GPS 59
 FE2753  PID         -  FE2753
 FE2753  STATE/COUNTY-  TN/FAYETTE
 FE2753  USGS QUAD   -  MACON (1983)
 FE2753
 FE2753                         *CURRENT SURVEY CONTROL
 FE2753  ___________________________________________________________________
 FE2753* NAD 83(1995)-  35 09 21.84872(N)    089 26 47.90713(W)     ADJUSTED  
 FE2753* NAVD 88     -       124.5    (meters)     408.     (feet)  GPS OBS   
 FE2753  ___________________________________________________________________
 FE2753  X           -      50,419.021 (meters)                     COMP
 FE2753  Y           -  -5,220,311.972 (meters)                     COMP
 FE2753  Z           -   3,652,092.425 (meters)                     COMP
 FE2753  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE2753  ELLIP HEIGHT-          96.83  (meters)          (08/03/04) GPS OBS
 FE2753  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2753
 FE2753  HORZ ORDER  -  B
 FE2753  ELLP ORDER  -  FOURTH    CLASS I
 FE2753
 FE2753.The horizontal coordinates were established by GPS observations
 FE2753.and adjusted by the National Geodetic Survey in December 1995..
 FE2753
 FE2753.The orthometric height was determined by GPS observations and a
 FE2753.high-resolution geoid model.
 FE2753
 FE2753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2753
 FE2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2753
 FE2753.The ellipsoidal height was determined by GPS observations
 FE2753.and is referenced to NAD 83.
 FE2753
 FE2753.The geoid height was determined by GEOID03.
 FE2753
 FE2753;                    North         East     Units Scale Factor Converg.
 FE2753;SPC TN       -    96,812.678   286,020.331   MT  1.00001790   -2 01 04.1
 FE2753;SPC TN       -   317,626.26    938,385.04   sFT  1.00001790   -2 01 04.1
 FE2753;UTM  16      - 3,893,091.560   277,141.703   MT  1.00021213   -1 24 33.7
 FE2753
 FE2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2753!SPC TN       -   0.99998480  x   1.00001790  =   1.00000270
 FE2753!UTM  16      -   0.99998480  x   1.00021213  =   1.00019693
 FE2753
 FE2753                          SUPERSEDED SURVEY CONTROL
 FE2753
 FE2753  ELLIP H (12/14/95)   96.96   (m)                       GP(       ) 1 2
 FE2753  NAD 83(1995)-  35 09 21.84804(N)    089 26 47.90563(W) AD(       ) B
 FE2753  ELLIP H (09/07/90)   96.99   (m)                       GP(       ) 4 1
 FE2753  NGVD 29 (09/07/90)  124.6    (m)          409.     (f) GPS OBS        
 FE2753
 FE2753.Superseded values are not recommended for survey control.
 FE2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2753.See file dsdata.txt to determine how the superseded data were derived.
 FE2753
 FE2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7714293092(NAD 83)
 FE2753_MARKER: I = METAL ROD
 FE2753_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2753_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2753_STAMPING: GPS 59 1987
 FE2753_MARK LOGO: NGS   
 FE2753_PROJECTION: FLUSH
 FE2753_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FE2753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2753+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2753_ROD/PIPE-DEPTH: 7.90 meters
 FE2753_SLEEVE-DEPTH  : 0.90 meters
 FE2753
 FE2753  HISTORY     - Date     Condition        Report By
 FE2753  HISTORY     - 1987     MONUMENTED       NGS
 FE2753  HISTORY     - 1987     GOOD             NGS
 FE2753  HISTORY     - 19890627 GOOD
 FE2753  HISTORY     - 19900823 GOOD             WHPCO
 FE2753  HISTORY     - 19910102 GOOD             NGS
 FE2753  HISTORY     - 19930519 GOOD
 FE2753  HISTORY     - 19950620 GOOD             NGS
 FE2753  HISTORY     - 20000819 GOOD             LOCENG
 FE2753  HISTORY     - 20031010 GOOD             TNDT
 FE2753
 FE2753                          STATION DESCRIPTION
 FE2753
 FE2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2753'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTHWEST OF
 FE2753'SOMERVILLE, IN A GRASS ISLAND AT THE JUNCTION OF STATE ROUTES 195
 FE2753'AND 193.
 FE2753'OWNERSHIP--STATE RIGHT-OF-WAY.
 FE2753'
 FE2753'TO REACH THE STATION FROM THE COURTHOUSE IN SOMERVILLE GO
 FE2753'SOUTH FOR 2.6 KM (1.6 MI) ON STATE ROUTE 76 TO THE JUNCTION OF
 FE2753'STATE ROUTE 195.
 FE2753'TURN RIGHT AND GO SOUTHWEST FOR 12.1 KM (7.5 MI) ON STATE ROUTE 195
 FE2753'TO THE JUNCTION OF STATE ROUTE 193 AND THE STATION.
 FE2753'
 FE2753'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 7.9 METERS
 FE2753'(26 FT).  THE LOGO CAP IS STAMPED---GPS 59 1987---, AND A STEEL
 FE2753'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2753'8.2 METERS (27 FT) SOUTH FROM THE CENTER OF STATE ROUTE 195,
 FE2753'7.3 METERS (24 FT) NORTH FROM THE CENTER OF STATE ROUTE 193 AND
 FE2753'LEVEL WITH SAME,
 FE2753'6.1 METERS (20 FT) EAST FROM A FIBERGLASS WITNESS POST AND STOP
 FE2753'SIGN,
 FE2753'39.0 METERS (128 FT) EAST FROM A POWER POLE WITH FOUR GUY WIRES.
 FE2753
 FE2753                          STATION RECOVERY (1987)
 FE2753
 FE2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2753'RECOVERED IN GOOD CONDITION.
 FE2753
 FE2753                          STATION RECOVERY (1989)
 FE2753
 FE2753'RECOVERED 1989
 FE2753'RECOVERED IN GOOD CONDITION.
 FE2753
 FE2753                          STATION RECOVERY (1990)
 FE2753
 FE2753'RECOVERY NOTE BY W H PORTER AND COMPANY INCORPORATED 1990
 FE2753'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF SOMERVILLE,
 FE2753'IN A GRASS ISLAND AT THE JUNCTION OF STATE ROUTES 195 AND 193.
 FE2753'OWNERSHIP-- STATE RIGHT-OF-WAY.
 FE2753'TO REACH THE STATION FROM THE COURTHOUSE IN SOMERVILLE GO SOUTH FOR
 FE2753'2.6 KM (1.6 MI) ON STATE ROUTE 76 TO THE JUNCTION OF STATE ROUTE 195.
 FE2753'TURN RIGHT AND GO SOUTHWEST FOR 12.1 KM (7.5 MI) ON STATE ROUTE 195
 FE2753'TO THE JUNCTION OF STATE ROUTE 193 AND THE STATION.
 FE2753'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 7.9 METERS
 FE2753'(26 FT.). THE LOGO CAP IS STAMPED ---GPS 59 1987---, AND A STEEL
 FE2753'SPIKE IS EMBEDDED IN THE CONCRETE. LOCATED 8.2 METERS (27 FT.) SOUTH
 FE2753'FROM THE CENTER OF STATE ROUTE 193 AND LEVEL WITH SAME, 6.1 METERS
 FE2753'(20 FT.) EAST FROM A FIBERGLASS WTNESS POST AND STOP SIGN, 39.0
 FE2753'METERS (128 FT.) EAST FROM A POWER POLE WITH FOUR GUY WIRES.
 FE2753
 FE2753                          STATION RECOVERY (1991)
 FE2753
 FE2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2753'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) EAST OF MACON, 14.64 KM
 FE2753'(9.10 MI) SOUTHWEST OF SOMERVILLE AND AT THE JUNCTION OF STATE
 FE2753'HIGHWAYS 193 AND 195.  OWNERSHIP--TENNESSEE DEPARTMENT OF
 FE2753'TRANSPORTATION, P.O. BOX 23107, NASHVILLE, TN 37202, PHONE
 FE2753'615-741-2158.
 FE2753'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 193 AND 194,
 FE2753'ON THE SOUTH SIDE OF MACON, GO EAST ON STATE HIGHWAY 193 FOR 3.78 KM
 FE2753'(2.35 MI) TO THE JUNCTION OF STATE HIGHWAY 195 AND THE STATION ON THE
 FE2753'RIGHT IN THE CENTER OF THE GRASSY TRIANGLE FORMED BY THE JUNCTION OF
 FE2753'THE HIGHWAYS.
 FE2753'THE STATION IS LOCATED 8.2 M (26.9 FT) SOUTH OF THE CENTER OF HIGHWAY
 FE2753'195, 7.3 M (24.0 FT) NORTH OF THE CENTER OF HIGHWAY 193, 6.4 M
 FE2753'(21.0 FT) NORTH-NORTHEAST OF THE METAL POST OF A STOP SIGN, 5.7 M
 FE2753'(18.7 FT) EAST-NORTHEAST OF THE METAL POST OF A ROAD SIGN (RHEA DR.
 FE2753'MACON RD.)AND 0.2 M (0.7 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 FE2753
 FE2753                          STATION RECOVERY (1993)
 FE2753
 FE2753'RECOVERED 1993
 FE2753'RECOVERED IN GOOD CONDITION.
 FE2753
 FE2753                          STATION RECOVERY (1995)
 FE2753
 FE2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2753'RECOVERED AS DESCRIBED.
 FE2753
 FE2753                          STATION RECOVERY (2000)
 FE2753
 FE2753'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JBC)
 FE2753'FOUND IN GOOD CONDITION W/ SURVEY MARKER
 FE2753
 FE2753                          STATION RECOVERY (2003)
 FE2753
 FE2753'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2753'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2656 ***********************************************************************
 GB2656  FBN         -  This is a Federal Base Network Control Station.
 GB2656  DESIGNATION -  GPS 6
 GB2656  PID         -  GB2656
 GB2656  STATE/COUNTY-  TN/CAMPBELL
 GB2656  USGS QUAD   -  PIONEER (1979)
 GB2656
 GB2656                         *CURRENT SURVEY CONTROL
 GB2656  ___________________________________________________________________
 GB2656* NAD 83(1995)-  36 24 50.17099(N)    084 16 51.61977(W)     ADJUSTED  
 GB2656* NAVD 88     -       561.72   (meters)    1842.9    (feet)  LEVELING  
 GB2656  ___________________________________________________________________
 GB2656  X           -     512,128.828 (meters)                     COMP
 GB2656  Y           -  -5,113,714.865 (meters)                     COMP
 GB2656  Z           -   3,765,569.214 (meters)                     COMP
 GB2656  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 GB2656  ELLIP HEIGHT-         532.29  (meters)          (08/03/04) GPS OBS
 GB2656  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB2656
 GB2656  HORZ ORDER  -  B
 GB2656  VERT ORDER  -  THIRD ?
 GB2656  ELLP ORDER  -  FOURTH    CLASS I
 GB2656
 GB2656.The horizontal coordinates were established by GPS observations
 GB2656.and adjusted by the National Geodetic Survey in September 1994..
 GB2656
 GB2656.The orthometric height was determined by differential leveling.
 GB2656.The vertical network tie was performed by a horz. field party for horz.
 GB2656.obs reductions. Reset procedures were used to establish the elevation.
 GB2656
 GB2656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2656
 GB2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2656
 GB2656.The ellipsoidal height was determined by GPS observations
 GB2656.and is referenced to NAD 83.
 GB2656
 GB2656.The geoid height was determined by GEOID03.
 GB2656
 GB2656;                    North         East     Units Scale Factor Converg.
 GB2656;SPC TN       -   232,199.681   754,168.868   MT  0.99999952   +1 00 22.9
 GB2656;SPC TN       -   761,808.45  2,474,302.36   sFT  0.99999952   +1 00 22.9
 GB2656;UTM  16      - 4,033,297.036   743,796.723   MT  1.00033237   +1 36 53.4
 GB2656
 GB2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2656!SPC TN       -   0.99991647  x   0.99999952  =   0.99991599
 GB2656!UTM  16      -   0.99991647  x   1.00033237  =   1.00024881
 GB2656
 GB2656                          SUPERSEDED SURVEY CONTROL
 GB2656
 GB2656  ELLIP H (09/07/94)  532.28   (m)                       GP(       ) 4 1
 GB2656  NAD 83(1995)-  36 24 50.17340(N)    084 16 51.62500(W) AD(       ) B
 GB2656  ELLIP H (09/07/90)  532.24   (m)                       GP(       ) 4 1
 GB2656  NGVD 29 (09/07/90)  562.0    (m)         1844.     (f) GPS OBS        
 GB2656
 GB2656.Superseded values are not recommended for survey control.
 GB2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2656.See file dsdata.txt to determine how the superseded data were derived.
 GB2656
 GB2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4379733297(NAD 83)
 GB2656_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2656_SETTING: 66 = SET IN ROCK OUTCROP
 GB2656_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GB2656_STAMPING: GPS 6 1987
 GB2656_MARK LOGO: NGS   
 GB2656_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2656+STABILITY: POSITION/ELEVATION WELL
 GB2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2656+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 GB2656
 GB2656  HISTORY     - Date     Condition        Report By
 GB2656  HISTORY     - 1987     MONUMENTED       NGS
 GB2656  HISTORY     - 1987     GOOD             NGS
 GB2656  HISTORY     - 1988     GOOD             AEROS
 GB2656  HISTORY     - 19931013 GOOD             NGS
 GB2656  HISTORY     - 19950607 GOOD             NGS
 GB2656  HISTORY     - 20031010 GOOD             TNDT
 GB2656  HISTORY     - 20050120 GOOD             CAS
 GB2656
 GB2656                          STATION DESCRIPTION
 GB2656
 GB2656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2656'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) EAST OF PIONEER, AT THE
 GB2656'JUNCTION OF INTERSTATE 75 AND STINKING CREEK ROAD (EXIT 144).
 GB2656'OWNERSHIP--ROAD RIGHT-OF-WAY.
 GB2656'
 GB2656'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 75 AND STINKING
 GB2656'CREEK ROAD (EXIT 144) ON THE HIGH SPOT IN THE TRIANGLE PLOT OF
 GB2656'GROUND FORMED BY THE EXIT AND ENTRANCE RAMPS OF SOUTHBOUND
 GB2656'INTERSTATE 75.
 GB2656'
 GB2656'THE STATION IS A STANDARD NGS DISK
 GB2656'STAMPED---GPS 6 1987---,
 GB2656'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.9 METERS (3
 GB2656'FT) BY 0.5 METERS (1.5 FT).  LOCATED
 GB2656'39.3 METERS (129 FT) NORTH FROM THE ENTRANCE RAMP CENTERLINE,
 GB2656'35.4 METERS (116 FT) EAST FROM THE EXIT RAMP CENTERLINE,
 GB2656'28.0 METERS (92 FT) SOUTHWEST FROM THE CENTERLINE OF THE SOUTHBOUND
 GB2656'LANES AND 0.6 METERS (2 FT) ABOVE SAME,
 GB2656'0.23 METERS (0.75 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST
 GB2656'CEMENTED IN THE ROCK.
 GB2656
 GB2656                          STATION RECOVERY (1987)
 GB2656
 GB2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GB2656'RECOVERED IN GOOD CONDITION.
 GB2656
 GB2656                          STATION RECOVERY (1988)
 GB2656
 GB2656'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 GB2656'THE STATION WAS RECOVERED AT THIS DATE.
 GB2656'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY D. A. C.
 GB2656'IN 1987.
 GB2656
 GB2656                          STATION RECOVERY (1993)
 GB2656
 GB2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GB2656'THE STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) NORTHWEST OF CARYVILLE,
 GB2656'4.8 KM (3.00 MI) SOUTHEAST OF TERRY CREEK AND 3.2 KM (2.00 MI) EAST
 GB2656'OF PIONEER.  OWNERSHIP-- HIGHWAY RIGHT-OF-WAY.
 GB2656'THE STATION IS 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. LOCATED
 GB2656'AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STINKING CREEK ROAD
 GB2656'(EXIT 144), ON THE HIGH SPOT OF THE TRIANGLE PLOT OF GROUND FORMED BY
 GB2656'THE EXIT AND ENTRANCE RAMPS OF THE SOUTHBOUND LANES OF INTERSTATE
 GB2656'HIGHWAY 75, SET IN A ROCK OUTCROP 39.3 M (128.9 FT) NORTH FROM THE
 GB2656'CENTERLINE OF THE ENTRANCE RAMP, 35.4 M (116.1 FT) EAST FROM THE
 GB2656'CENTERLINE OF THE EXIT RAMP, 28.0 M (91.9 FT) SOUTHWEST FROM THE
 GB2656'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY AND 0.23 M
 GB2656'(0.75 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST CEMENTED IN
 GB2656'THE ROCK.
 GB2656
 GB2656                          STATION RECOVERY (1995)
 GB2656
 GB2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2656'RECOVERED AS DESCRIBED.
 GB2656
 GB2656                          STATION RECOVERY (2003)
 GB2656
 GB2656'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2656'RECOVERED AS DESCRIBED.
 GB2656
 GB2656                          STATION RECOVERY (2005)
 GB2656
 GB2656'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 GB2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2754 ***********************************************************************
 FE2754  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2754  FBN         -  This is a Federal Base Network Control Station.
 FE2754  DESIGNATION -  GPS 60
 FE2754  PID         -  FE2754
 FE2754  STATE/COUNTY-  TN/SHELBY
 FE2754  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2754
 FE2754                         *CURRENT SURVEY CONTROL
 FE2754  ___________________________________________________________________
 FE2754* NAD 83(1995)-  35 08 46.44544(N)    089 54 24.04716(W)     ADJUSTED  
 FE2754* NAVD 88     -        84.00   (meters)     275.6    (feet)  GPS OBS   
 FE2754  ___________________________________________________________________
 FE2754  X           -       8,503.921 (meters)                     COMP
 FE2754  Y           -  -5,221,143.836 (meters)                     COMP
 FE2754  Z           -   3,651,177.210 (meters)                     COMP
 FE2754  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FE2754  ELLIP HEIGHT-          56.66  (meters)          (08/03/04) GPS OBS
 FE2754  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2754  DYNAMIC HT  -          83.93  (meters)     275.4   (feet)  COMP
 FE2754  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 FE2754
 FE2754  HORZ ORDER  -  B
 FE2754  VERT ORDER  -  THIRD (See Below)
 FE2754  ELLP ORDER  -  FOURTH    CLASS I
 FE2754
 FE2754.The horizontal coordinates were established by GPS observations
 FE2754.and adjusted by the National Geodetic Survey in September 2003..
 FE2754
 FE2754.The orthometric height was determined by GPS observations and a
 FE2754.high-resolution geoid model using precise GPS observation and
 FE2754.processing techniques. It supersedes the leveled height previously
 FE2754.determined for this station.
 FE2754.The vertical order pertains to the first NAVD 88 superseded value.
 FE2754
 FE2754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2754
 FE2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2754
 FE2754.The ellipsoidal height was determined by GPS observations
 FE2754.and is referenced to NAD 83.
 FE2754
 FE2754.The geoid height was determined by GEOID03.
 FE2754
 FE2754.The dynamic height is computed by dividing the NAVD 88
 FE2754.geopotential number by the normal gravity value computed on the
 FE2754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2754.degrees latitude (g = 980.6199 gals.).
 FE2754
 FE2754.The modeled gravity was interpolated from observed gravity values.
 FE2754
 FE2754;                    North         East     Units Scale Factor Converg.
 FE2754;SPC TN       -    97,296.829   244,089.440   MT  1.00001993   -2 17 13.7
 FE2754;SPC TN       -   319,214.68    800,816.77   sFT  1.00001993   -2 17 13.7
 FE2754;UTM  16      - 3,893,128.811   235,194.794   MT  1.00046429   -1 40 27.3
 FE2754
 FE2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2754!SPC TN       -   0.99999111  x   1.00001993  =   1.00001104
 FE2754!UTM  16      -   0.99999111  x   1.00046429  =   1.00045539
 FE2754
 FE2754                          SUPERSEDED SURVEY CONTROL
 FE2754
 FE2754  ELLIP H (09/08/03)   56.61   (m)                       GP(       ) 4 1
 FE2754  ELLIP H (09/21/01)   56.70   (m)                       GP(       ) 4 2
 FE2754  NAD 83(1995)-  35 08 46.44496(N)    089 54 24.04763(W) AD(       ) B
 FE2754  ELLIP H (12/14/95)   56.71   (m)                       GP(       ) 1 2
 FE2754  NAD 83(1995)-  35 08 46.44383(N)    089 54 24.04583(W) AD(       ) B
 FE2754  ELLIP H (09/07/90)   56.73   (m)                       GP(       ) 4 1
 FE2754  NAVD 88 (08/13/96)   84.09   (m)          275.9    (f) N HEIGHT    3  
 FE2754  NGVD 29 (??/??/??)   84.07   (m)          275.8    (f) N HEIGHT    3  
 FE2754
 FE2754.Superseded values are not recommended for survey control.
 FE2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2754.See file dsdata.txt to determine how the superseded data were derived.
 FE2754
 FE2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3519593129(NAD 83)
 FE2754_MARKER: I = METAL ROD
 FE2754_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2754_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2754_STAMPING: GPS 60 1987
 FE2754_MARK LOGO: NGS   
 FE2754_PROJECTION: FLUSH
 FE2754_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2754+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE2754_ROD/PIPE-DEPTH: 9.10 meters
 FE2754_SLEEVE-DEPTH  : 0.90 meters
 FE2754
 FE2754  HISTORY     - Date     Condition        Report By
 FE2754  HISTORY     - 1987     MONUMENTED       NGS
 FE2754  HISTORY     - 1987     GOOD             NGS
 FE2754  HISTORY     - 19890627 GOOD
 FE2754  HISTORY     - 19900823 GOOD             WHPCO
 FE2754  HISTORY     - 19910102 GOOD             NGS
 FE2754  HISTORY     - 19930429 GOOD             NOS
 FE2754  HISTORY     - 19950707 GOOD             NGS
 FE2754  HISTORY     - 19960615 GOOD             NGS
 FE2754  HISTORY     - 19980225 GOOD             TN1620
 FE2754  HISTORY     - 20000819 GOOD             LOCENG
 FE2754  HISTORY     - 20010910 GOOD             INDIV
 FE2754  HISTORY     - 20020506 GOOD             EMCINC
 FE2754  HISTORY     - 20031010 GOOD             TNDT
 FE2754
 FE2754                          STATION DESCRIPTION
 FE2754
 FE2754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 FE2754'THE STATION IS LOCATED IN EAST MEMPHIS, AT THE JUNCTION OF SAM
 FE2754'COOPER BOULEVARD (EXIT 9) AND PERKINS ROAD, IN THE THREE SIDED PLOT
 FE2754'OF LAND FORMED BY WESTBOUND SAM COOPER BOULEVARD AND THE ENTRANCE
 FE2754'AND EXIT RAMPS OF SAME.
 FE2754'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FE2754'
 FE2754'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 240
 FE2754'AND SAM COOPER BOULEVARD, EAST OF MEMPHIS, GO
 FE2754'WEST FOR 2.1 KM (1.3 MI) ON SAM COOPER BOULEVARD TO THE JUNCTION OF
 FE2754'PERKINS ROAD AND THE STATION.
 FE2754'
 FE2754'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 9.1 METERS
 FE2754'(30 FT).  THE LOGO CAP IS STAMPED---GPS 60 1987---, AND A STEEL
 FE2754'SPIKE IS EMBEDDED IN THE CONCRETE.  LOCATED
 FE2754'14.0 METERS (46 FT) NORTH FROM THE NORTH EDGE OF THE PAVEMENT OF SAM
 FE2754'COOPER BOULEVARD AND 0.3 METERS (1 FT) BELOW SAME,
 FE2754'23.8 METERS (78 FT) SOUTHWEST FROM THE EDGE OF THE PAVEMENT OF THE
 FE2754'EXIT RAMP,
 FE2754'22.6 METERS (74 FT) SOUTHEAST FROM THE EDGE OF THE PAVEMENT OF THE
 FE2754'ENTRANCE RAMP,
 FE2754'0.3 METERS (1.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 FE2754
 FE2754                          STATION RECOVERY (1987)
 FE2754
 FE2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2754'RECOVERED IN GOOD CONDITION.
 FE2754
 FE2754                          STATION RECOVERY (1989)
 FE2754
 FE2754'RECOVERED 1989
 FE2754'RECOVERED IN GOOD CONDITION.
 FE2754
 FE2754                          STATION RECOVERY (1990)
 FE2754
 FE2754'RECOVERY NOTE BY W H PORTER AND COMPANY INCORPORATED 1990
 FE2754'THE STATION ISLOCATED IN EAST MEMPHIS, AT THE JUNCTION OF SAM COOPER
 FE2754'BOULEVARD (EXIT 9) AND PERKINS ROAD, IN THE THREE SIDED PLOT OF LAND
 FE2754'FORMED BY WESTBOUND SAM COOPER BOULEVARD AND THE ENTRANCE AND EXIT
 FE2754'RAMPS OF SAME. OWNERSHIP-ROAD RIGHT-OF-WAY.
 FE2754'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 40 AND 240 AND
 FE2754'SAM COOPER BOULEVARD, EAST OF MEMPHIS, GO WEST FOR 2.1 KM (1.3 MI) ON
 FE2754'SAM COOPER BOULEVARD TO THE JUNCTION OF PERKINS ROAD AND THE STATION.
 FE2754'THE STATION IS A 3-D MARK WITH STAINLESS STELL ROD DRIVEN 9.1 METERS
 FE2754'(30FT.). THE LOGO CAP IS STAMPED ---GPS 60 1987---, AND A STEEL SPIKE
 FE2754'IS EMBEDDED IN THE CONCRETE. LOCATED 14.0 METERS (46 FT.) NORTH FROM
 FE2754'THE NORTH EDGE OF PAVEMENT OF SAM COOPER BOULEVARD AND 0.3 METERS (1
 FE2754'FT.) BELOW SAME, 23.8 METERS (78 FT.) SOUTHWEST FROM THE EDGE OF
 FE2754'PAVEMENT OF THE EXIT RAMP, 22.6 METERS SOUTHEAST FROM THE THE EDGE OF
 FE2754'PAVEMENT OF THE ENTRANCE RAMP, 0.3 METERS (1 FT.) EAST FROM A
 FE2754'FIBERGLASS WITNESS POST.
 FE2754
 FE2754                          STATION RECOVERY (1991)
 FE2754
 FE2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FE2754'THE STATION IS LOCATED ON THE EAST SIDE OF MEMPHIS, ON THE NORTH SIDE
 FE2754'OF THE WESTBOUND LANE OF SAM COOPER BOULEVARD AND IN THE CENTER OF
 FE2754'THE GRASSY TRIANGLE FORMED BY THE EXIT AND ENTRANCE RAMP OF EXIT 9
 FE2754'(PERKINS ROAD).  OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION,
 FE2754'P.O. BOX 23107, NASHVILLE, TN 37202, PHONE 651-741-2158.
 FE2754'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 240
 FE2754'(EXITS 10A AND 10B) STATE HIGHWAY 40 AND SAM COOPER BOULEVARD, ON THE
 FE2754'EAST SIDE OF MEMPHIS, GO WEST ON SAM COOPER BOULEVARD FOR 2.1 KM
 FE2754'(1.3 MI) TO THE EXIT RAMP OF EXIT 9 (PERKINS ROAD) AND THE STATION IN
 FE2754'THE CENTER OF THE GRASSY TRIANGLE FORMED BY THE EXIT AND ENTRANCE
 FE2754'RAMP OF EXIT 9.
 FE2754'THE STATION IS 44.2 M (145.0 FT) NORTHEAST OF A LAMP POST LOCATED AT
 FE2754'THE WEST END OF THE ENTRANCE RAMP, 43.8 M (143.7 FT) SOUTH OF THE
 FE2754'SOUTH END OF THE METAL GUARD RAIL DIVIDING THE EXIT AND ENTRANCE
 FE2754'RAMP, 27.2 M (89.2 FT) NORTHEAST OF THE NORTH LEG OF AN ILLUSTRATED
 FE2754'HIGHWAY SIGN (MERGING TRAFIC), 23.8 M (78.1 FT) SOUTHWEST OF THE
 FE2754'SOUTHWEST EDGE OF THE EXIT RAMP, 22.6 M (74.1 FT) SOUTHEAST OF THE
 FE2754'SOUTHEAST EDGE OF THE ENTRANCE RAMP, 14.0 M (45.9 FT) NORTH OF THE
 FE2754'NORTH EDGE OF SAM COOPER BOULEVARD AND 0.3 M (1.0 FT) SOUTH OF A
 FE2754'FIBERGLASS WITNESS POST.
 FE2754
 FE2754                          STATION RECOVERY (1993)
 FE2754
 FE2754'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FE2754'RECOVERED IN GOOD CONDITION.
 FE2754
 FE2754                          STATION RECOVERY (1995)
 FE2754
 FE2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FE2754'THE STATION IS LOCATED IN EAST MEMPHIS, AT THE JUNCTION OF SAM COOPER
 FE2754'BOULEVARD (EXIT 9) AND PERKINS ROAD, IN THE THREE SIDED PLOT OF LAND
 FE2754'FORMED BY WESTBOUND SAM COOPER BOULEVARD AND THE ENTRANCE AND EXIT
 FE2754'RAMPS OF SAME.  OWNERSHIP---ROAD RIGHT-OF-WAY.  TO REACH THE STATION
 FE2754'FROM THE JUNCTION OF INTERSTATE HIGHWAYS 40 AND 240 AND SAM COOPER
 FE2754'BOULEVARD, EAST OF MEMPHIS, GO WEST FOR 2.1 KM (1.30 MI) ON SAM COOPER
 FE2754'BOULEVARD TO THE JUNCTION OF PERKINS ROAD AND THE STATION. LOCATED
 FE2754'14.0 M (45.9 FT) NORTH FROM THE NORTH EDGE OF THE PAVEMENT OF SAM
 FE2754'COOPER BOULEVARD AND 0.3 M (1.0 FT) BELOW SAME, 23.8 M (78.1 FT)
 FE2754'SOUTHWEST FROM THE EDGE OF THE PAVEMENT OF THE EXIT RAMP, 23.2 M (76.1
 FE2754'FT) SOUTHEAST FROM THE EDGE OF THE PAVEMENT OF THE ENTRANCE RAMP AND
 FE2754'0.3 M (1.0 FT) EAST FROM A FIBERGLASS POST.  A STEEL SPIKE IS EMBEDDED
 FE2754'IN THE CONCRETE.
 FE2754
 FE2754                          STATION RECOVERY (1996)
 FE2754
 FE2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ALG)
 FE2754'THE FOLLWING ADDITION SHOULD BE NOTED , EXIT 12B IS THE EXIT FOR FOR
 FE2754'SAM COOPER BLVD.  TO REACH THE STATION FROM THE JUNCTIONS OF
 FE2754'INTERSTATES 40 AND 240 AND SAM COOPER BLVD, WHICH IS EXIT 12B, GO WEST
 FE2754'FOR 1.30 MI (2.09 KM) ON SAM COOPER BLVD TO THE JUNCTION OF PERKINS
 FE2754'ROAD AND STATION ON THE RIGHT.  THE STATION IS 78.1 FT (23.8 M)
 FE2754'SOUTHWEST FROM THE EDGE OF PAVEMENT OF THE EXIT RAMP, 76.1 FT (23.2 M)
 FE2754'SOUTHEAST FROM THE EDGE OF THE PAVEMENT OF THE ENTRANCE RAMP, 45.9 FT
 FE2754'(14.0 M) NORTH FROM THE NORTH EDGE OF THE PAVEMENT OF SAM COOPER
 FE2754'BLVD., AND 1.0 FT (0.3 M) EAST FROM THE FIBERGLASS WITNESS POST.
 FE2754
 FE2754                          STATION RECOVERY (1998)
 FE2754
 FE2754'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 FE2754'RECOVERED AS DESCRIBED.
 FE2754
 FE2754                          STATION RECOVERY (2000)
 FE2754
 FE2754'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JBC)
 FE2754'FOUND IN GOOD CONDITION W/ SURVEY MARKER
 FE2754
 FE2754                          STATION RECOVERY (2001)
 FE2754
 FE2754'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JBC)
 FE2754'RECOVERED AS DESCRIBED
 FE2754
 FE2754                          STATION RECOVERY (2002)
 FE2754
 FE2754'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FE2754'FOUND AS DESCRIBED.
 FE2754'
 FE2754
 FE2754                          STATION RECOVERY (2003)
 FE2754
 FE2754'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2754'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2657 ***********************************************************************
 GB2657  CBN         -  This is a Cooperative Base Network Control Station.
 GB2657  DESIGNATION -  GPS 7
 GB2657  PID         -  GB2657
 GB2657  STATE/COUNTY-  TN/FENTRESS
 GB2657  USGS QUAD   -  BURRVILLE (1979)
 GB2657
 GB2657                         *CURRENT SURVEY CONTROL
 GB2657  ___________________________________________________________________
 GB2657* NAD 83(1995)-  36 21 32.15041(N)    084 49 55.88927(W)     ADJUSTED  
 GB2657* NAVD 88     -       485.65   (meters)    1593.3    (feet)  N HEIGHT  
 GB2657  ___________________________________________________________________
 GB2657  X           -     463,232.600 (meters)                     COMP
 GB2657  Y           -  -5,121,950.804 (meters)                     COMP
 GB2657  Z           -   3,760,610.290 (meters)                     COMP
 GB2657  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GB2657  ELLIP HEIGHT-         456.78  (meters)          (08/03/04) GPS OBS
 GB2657  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB2657  DYNAMIC HT  -         485.23  (meters)    1592.0   (feet)  COMP
 GB2657  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 GB2657
 GB2657  HORZ ORDER  -  B
 GB2657  VERT ORDER  -  THIRD
 GB2657  ELLP ORDER  -  FOURTH    CLASS I
 GB2657
 GB2657.The horizontal coordinates were established by GPS observations
 GB2657.and adjusted by the National Geodetic Survey in September 1994..
 GB2657
 GB2657.The orthometric height was determined by differential leveling
 GB2657.and adjusted by the National Geodetic Survey in August 1996..
 GB2657.The height was determined by precise leveling from only one NSRS
 GB2657.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GB2657.allowed ONLY to validate the GPS-derived height.
 GB2657
 GB2657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2657
 GB2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2657
 GB2657.The ellipsoidal height was determined by GPS observations
 GB2657.and is referenced to NAD 83.
 GB2657
 GB2657.The geoid height was determined by GEOID03.
 GB2657
 GB2657.The dynamic height is computed by dividing the NAVD 88
 GB2657.geopotential number by the normal gravity value computed on the
 GB2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2657.degrees latitude (g = 980.6199 gals.).
 GB2657
 GB2657.The modeled gravity was interpolated from observed gravity values.
 GB2657
 GB2657;                    North         East     Units Scale Factor Converg.
 GB2657;SPC TN       -   225,367.296   704,811.214   MT  0.99999027   +0 41 01.3
 GB2657;SPC TN       -   739,392.54  2,312,368.12   sFT  0.99999027   +0 41 01.3
 GB2657;UTM  16      - 4,025,942.313   694,504.149   MT  1.00006614   +1 17 08.1
 GB2657
 GB2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2657!SPC TN       -   0.99992832  x   0.99999027  =   0.99991859
 GB2657!UTM  16      -   0.99992832  x   1.00006614  =   0.99999445
 GB2657
 GB2657                          SUPERSEDED SURVEY CONTROL
 GB2657
 GB2657  ELLIP H (09/07/94)  456.82   (m)                       GP(       ) 4 1
 GB2657  NAD 83(1995)-  36 21 32.15344(N)    084 49 55.89606(W) AD(       ) B
 GB2657  ELLIP H (09/07/90)  456.71   (m)                       GP(       ) 4 1
 GB2657  NAVD 88 (09/07/94)  485.65   (m)         1593.3    (f) LEVELING    3  
 GB2657  NGVD 29 (??/??/??)  485.76   (m)         1593.7    (f) N HEIGHT    3  
 GB2657
 GB2657.Superseded values are not recommended for survey control.
 GB2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2657.See file dsdata.txt to determine how the superseded data were derived.
 GB2657
 GB2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF9450425942(NAD 83)
 GB2657_MARKER: I = METAL ROD
 GB2657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GB2657_SP_SET: DRIVEN INTO GROUND
 GB2657_STAMPING: GPS 7 1987
 GB2657_MARK LOGO: NGS   
 GB2657_PROJECTION: FLUSH
 GB2657_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GB2657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2657+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GB2657_ROD/PIPE-DEPTH: 1.8  meters
 GB2657_SLEEVE-DEPTH  : 0.9 meters
 GB2657
 GB2657  HISTORY     - Date     Condition        Report By
 GB2657  HISTORY     - 1987     MONUMENTED       NGS
 GB2657  HISTORY     - 1987     GOOD             NGS
 GB2657  HISTORY     - 19891006 GOOD
 GB2657  HISTORY     - 19931013 GOOD             NGS
 GB2657  HISTORY     - 19940112 GOOD
 GB2657  HISTORY     - 19950608 GOOD             NGS
 GB2657  HISTORY     - 20031010 GOOD             TNDT
 GB2657
 GB2657                          STATION DESCRIPTION
 GB2657
 GB2657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2657'THE STATION IS LOCATED ABOUT 25.7 KM (16 MI)
 GB2657'WEST OF ELGIN,
 GB2657'5.6 KM (3.5 MI) EAST OF ALLARDT, ON THE NORTH SIDE OF STATE ROUTE
 GB2657'52.
 GB2657'OWNERSHIP--ROAD RIGHT-OF-WAY.
 GB2657'
 GB2657'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 52 AND 296
 GB2657'IN ALLARDT GO EAST FOR 5.3 KM (3.3 MI) ON STATE ROUTE 52 TO THE
 GB2657'PLEASANT VIEW CHURCH ON THE RIGHT NEAR A ROAD FORK.
 GB2657'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.3 KM (0.2 MI) ON STATE
 GB2657'ROUTE 52 TO THE STATION ON THE LEFT.  THE STATION CAN ALSO BE
 GB2657'REACHED FROM THE JUNCTION OF STATE ROUTE 52 AND U.S. HIGHWAY 27 IN
 GB2657'ELGIN BY GOING WEST FOR 25.9 KM (16.1 MI) ON STATE ROUTE 52 TO THE
 GB2657'STATION ON THE RIGHT.
 GB2657'
 GB2657'THE STATION IS A 3-D MARK WITH STAINLESS STEEL ROD DRIVEN 1.8 METERS
 GB2657'(6 FT).  THE LOGO CAP IS STAMPED---GPS 7 1987---, AND A STEEL SPIKE
 GB2657'IS SET IN THE CONCRETE.  LOCATED 91.1 METERS (299 FT) WEST FROM THE
 GB2657'CENTER OF A GRAVEL DRIVE LEADING NORTH,  7.0 METERS (23 FT) NORTH
 GB2657'FROM THE CENTERLINE OF STATE ROUTE 52, 2.3 METERS (7.4 FT) SOUTH
 GB2657'FROM A PROPERTY CORNER MARKED BY AN IRON PIN AND A STEEL FENCE POST,
 GB2657'0.4 METERS (1.2 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GB2657
 GB2657                          STATION RECOVERY (1987)
 GB2657
 GB2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GB2657'RECOVERED IN GOOD CONDITION.
 GB2657
 GB2657                          STATION RECOVERY (1989)
 GB2657
 GB2657'RECOVERED 1989
 GB2657'RECOVERED IN GOOD CONDITION.
 GB2657
 GB2657                          STATION RECOVERY (1993)
 GB2657
 GB2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GB2657'THE STATION IS LOCATED ABOUT 28.8 KM (17.90 MI) SOUTH OF THE
 GB2657'KENTUCKY/TENNESSEE STATE LINE, 25.7 KM (15.95 MI) WEST OF ELGIN AND
 GB2657'5.6 KM (3.45 MI) EAST OF ALLARDT. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GB2657'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 296 IN
 GB2657'ALLARDT, GO EAST-SOUTHEAST ON STATE HIGHWAY 52 FOR 5.3 KM (3.30 MI)
 GB2657'TO THE PLEASANT VIEW CHURCH ON THE RIGHT NEAR A ROAD FORK, CONTINUE
 GB2657'AHEAD ON HIGHWAY 52 FOR 0.3 KM (0.20 MI) TO STATION ON THE LEFT.  THE
 GB2657'STATION CAN ALSO BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 52 AND
 GB2657'U.S. HIGHWAY 27 IN ELGIN BY GOING WEST FOR 25.9 KM (16.10 MI) ON
 GB2657'STATE HIGHWAY 52 TO THE STATION ON THE RIGHT.
 GB2657'THE STATION IS LOCATED 91.1 M (298.9 FT) WEST FROM THE CENTER OF A
 GB2657'GRAVEL DRIVE LEADING NORTH, 7.0 M (23.0 FT) NORTH FROM THE CENTERLINE
 GB2657'OF THE HIGHWAY, 4.3 M (14.1 FT) SOUTH OF POWERPOLE NUMBER 31GA/1, 2.3
 GB2657'M (7.5 FT) SOUTH FROM A PROPERTY CORNER MARKED BY AN IRON PIN AND A
 GB2657'STEEL FENCE POST AND 0.4 M (1.3 FT) SOUTH FROM A FIBERGLASS WITNESS
 GB2657'POST.
 GB2657
 GB2657                          STATION RECOVERY (1994)
 GB2657
 GB2657'RECOVERED 1994
 GB2657'RECOVERED IN GOOD CONDITION.
 GB2657
 GB2657                          STATION RECOVERY (1995)
 GB2657
 GB2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2657'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) WEST OF ELGIN, 5.6 KM
 GB2657'(3.45 MI) EAST OF ALLARDT, ON THE NORTH SIDE OF STATE ROUTE 52.
 GB2657'OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 GB2657'STATION FROM THE JUNCTION OF STATE ROUTES 52 AND 296 IN ALLARDT, GO
 GB2657'EAST FOR 5.3 KM (3.30 MI) ON STATE ROUTE 52 TO THE PLEASANT VIEW
 GB2657'CHURCH ON THE RIGHT NEAR A ROAD FORK.  CONTINUE STRAIGHT AHEAD AND GO
 GB2657'EAST FOR 0.3 KM (0.20 MI) ON STATE ROUTE 52 TO THE STATION ON THE
 GB2657'LEFT.  LOCATED 91.1 M (298.9 FT) WEST FROM THE CENTER OF A GRAVEL
 GB2657'DRIVE LEADING NORTH, 7.0 M (23.0 FT) NORTH FROM THE CENTERLINE OF
 GB2657'STATE ROUTE 52, 4.4 M (14.4 FT) SOUTH FROM UTILITY POLE NUMBER 31GA/1,
 GB2657'2.3 M (7.5 FT) SOUTH FROM A PROPERTY CORNER MARKED BY AN IRON PIN AND
 GB2657'A STEEL FENCE POST AND 0.4 M (1.3 FT) SOUTH FROM A FIBERGLASS WITNESS
 GB2657'POST.  A STEEL SPIKE IS SET IN THE CONCRETE.
 GB2657
 GB2657                          STATION RECOVERY (2003)
 GB2657
 GB2657'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2657'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2658 ***********************************************************************
 GB2658  CBN         -  This is a Cooperative Base Network Control Station.
 GB2658  DESIGNATION -  GPS 8
 GB2658  PID         -  GB2658
 GB2658  STATE/COUNTY-  TN/OVERTON
 GB2658  USGS QUAD   -  ALPINE (1979)
 GB2658
 GB2658                         *CURRENT SURVEY CONTROL
 GB2658  ___________________________________________________________________
 GB2658* NAD 83(1995)-  36 26 26.05199(N)    085 14 39.27422(W)     ADJUSTED  
 GB2658* NAVD 88     -       313.69   (meters)    1029.2    (feet)  LEVELING  
 GB2658  ___________________________________________________________________
 GB2658  X           -     425,928.351 (meters)                     COMP
 GB2658  Y           -  -5,119,653.068 (meters)                     COMP
 GB2658  Z           -   3,767,799.636 (meters)                     COMP
 GB2658  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GB2658  ELLIP HEIGHT-         283.52  (meters)          (08/03/04) GPS OBS
 GB2658  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 GB2658
 GB2658  HORZ ORDER  -  B
 GB2658  VERT ORDER  -  THIRD
 GB2658  ELLP ORDER  -  FOURTH    CLASS I
 GB2658
 GB2658.The horizontal coordinates were established by GPS observations
 GB2658.and adjusted by the National Geodetic Survey in September 1994..
 GB2658
 GB2658.The orthometric height was determined by differential leveling.
 GB2658.The vertical network tie was performed by a horz. field party for horz.
 GB2658.obs reductions. Reset procedures were used to establish the elevation.
 GB2658.WARNING-GPS observations at this control monument resulted in a GPS
 GB2658.derived orthometric height which differed from the leveled height by
 GB2658.more than one decimeter (0.1 meter).
 GB2658
 GB2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2658
 GB2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2658
 GB2658.The ellipsoidal height was determined by GPS observations
 GB2658.and is referenced to NAD 83.
 GB2658
 GB2658.The geoid height was determined by GEOID03.
 GB2658
 GB2658;                    North         East     Units Scale Factor Converg.
 GB2658;SPC TN       -   234,062.789   667,760.442   MT  1.00000433   +0 26 32.8
 GB2658;SPC TN       -   767,921.00  2,190,810.72   sFT  1.00000433   +0 26 32.8
 GB2658;UTM  16      - 4,034,248.345   657,364.688   MT  0.99990511   +1 02 35.2
 GB2658
 GB2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2658!SPC TN       -   0.99995551  x   1.00000433  =   0.99995984
 GB2658!UTM  16      -   0.99995551  x   0.99990511  =   0.99986062
 GB2658
 GB2658                          SUPERSEDED SURVEY CONTROL
 GB2658
 GB2658  ELLIP H (09/07/94)  283.55   (m)                       GP(       ) 4 1
 GB2658  NAD 83(1995)-  36 26 26.05557(N)    085 14 39.28142(W) AD(       ) B
 GB2658  ELLIP H (09/07/90)  283.41   (m)                       GP(       ) 4 1
 GB2658  NAD 83(1986)-  36 26 26.06064(N)    085 14 39.27752(W) AD(       ) 1
 GB2658  NGVD 29 (??/??/??)  313.89   (m)         1029.8    (f) N HEIGHT    3  
 GB2658
 GB2658.Superseded values are not recommended for survey control.
 GB2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2658.See file dsdata.txt to determine how the superseded data were derived.
 GB2658
 GB2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5736534248(NAD 83)
 GB2658_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2658_SETTING: 66 = SET IN ROCK OUTCROP
 GB2658_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GB2658_STAMPING: GPS 8 1987
 GB2658_MARK LOGO: NGS   
 GB2658_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2658+STABILITY: POSITION/ELEVATION WELL
 GB2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2658+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GB2658
 GB2658  HISTORY     - Date     Condition        Report By
 GB2658  HISTORY     - 1987     MONUMENTED       NGS
 GB2658  HISTORY     - 1987     GOOD             NGS
 GB2658  HISTORY     - 19890410 GOOD             NGS
 GB2658  HISTORY     - 19931013 GOOD             NGS
 GB2658  HISTORY     - 19940112 GOOD
 GB2658  HISTORY     - 19950609 GOOD             NGS
 GB2658  HISTORY     - 20031010 GOOD             TNDT
 GB2658
 GB2658                          STATION DESCRIPTION
 GB2658
 GB2658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2658'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) NORTHEAST OF LIVINGSTON,
 GB2658'IN FRONT OF THE MONROE POST OFFICE, IN A BEDROCK OUTCROP IN A CUT
 GB2658'ON THE NORTH RIGHT-OF-WAY OF STATE ROUTE 42.
 GB2658'OWNERSHIP--STATE ROAD RIGHT-OF-WAY.
 GB2658'
 GB2658'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 294 AND 42
 GB2658'BYPASS AT THE NORTHEAST EDGE OF LIVINGSTON GO
 GB2658'NORTHEAST FOR 8.0 KM (5.0 MI) ON STATE ROUTE 42 TO THE MONROE POST
 GB2658'OFFICE ON THE LEFT AND THE STATION.
 GB2658'
 GB2658'THE STATION IS A STANDARD NGS DISK
 GB2658'STAMPED---GPS 8 1987---,
 GB2658'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.6 METERS (2
 GB2658'FT) BY 0.5 METERS (1.5 FT) AND PROJECTING 0.2 METERS (0.5 FT) ABOVE
 GB2658'GROUND.  LOCATED 9.4 METERS (31 FT) NORTH FROM THE CENTER OF STATE
 GB2658'ROUTE 42, 44.2 METERS (145 FT) EAST-NORTHEAST FROM THE JUNCTION OF
 GB2658'STATE ROUTE 42 AND THE ROAD TO THE POST OFFICE, 28.3 METERS (93 FT)
 GB2658'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE POST OFFICE, 0.8 METERS
 GB2658'(2.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GB2658
 GB2658                          STATION RECOVERY (1987)
 GB2658
 GB2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GB2658'RECOVERED IN GOOD CONDITION.
 GB2658
 GB2658                          STATION RECOVERY (1989)
 GB2658
 GB2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GB2658'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF LIVINGSTON,
 GB2658'IN FRONT OF THE MONROE POST OFFICE, IN ROCK OUTCROP ON THE NORTH
 GB2658'RIGHT-OF-WAY OF STATE HIGHWAY 42.  OWNERSHIP--TENNESSEE DEPARTMENT OF
 GB2658'TRANSPORTATION, P.O. BOX 23170, NASHVILLE, TN 37202, PHONE
 GB2658'615-741-2158.
 GB2658'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 294 AND 42
 GB2658'BYPASS AT THE NORTHEAST EDGE OF LIVINGSTON, GO NORTHEAST FOR 8.0 KM
 GB2658'(4.95 MI) ON STATE ROUTE 42 TO THE MONROE POST OFFICE AND THE STATION
 GB2658'ON THE LEFT.
 GB2658'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED---GPS 8
 GB2658'1987---, SET INTO A DRILL HOLE IN A 6.0 M (19.7 FT) BY 0.5 M (1.6 FT)
 GB2658'OUTCROP PROJECTING 0.2 M (0.7 FT) ABOVE THE GROUND.  LOCATED 44.2 M
 GB2658'(145.0 FT) EAST-NORTHEAST FROM THE JUNCTION OF STATE ROUTE 42, 28.3 M
 GB2658'(92.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE POST OFFICE, 9.4
 GB2658'M (30.8 FT) NORTH FROM THE CENTER OF STATE ROUTE 42 AND 0.8 M
 GB2658'(2.6 FT) EAST FROM A WITNESS POST.
 GB2658'DESCRIBED BY D.A. CONNERS.
 GB2658
 GB2658                          STATION RECOVERY (1993)
 GB2658
 GB2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GB2658'THE STATION IS LOCATED ABOUT 17 KM (10.55 MI) SOUTH-SOUTHWEST OF LOVE
 GB2658'LADY, 8.0 KM (4.95 MI) NORTHEAST OF LIVINGSTON AND IN THE VILLAGE OF
 GB2658'MONROE. OWNERSHIP--TENNESSEE DEPARTMENT OF TRANSPORTATION, P.O. BOX
 GB2658'23170, NASHVILLE TN 37202, PHONE 615-741-2158.
 GB2658'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 294
 GB2658'BYPASS AT THE NORTHEAST EDGE OF LIVINGSTON, GO NORTHEAST FOR 8.0 KM
 GB2658'(4.95 MI) ON STATE HIGHWAY 42 TO GRAVELED ROAD LEADING TO THE MONROE
 GB2658'POST OFFICE AND THE STATION ON THE LEFT.
 GB2658'THE STATION IS IN A ROCK OUTCROP ABOUT LEVEL WITH STATE HIGHWAY 42,
 GB2658'ABOUT 2.5 M (8.2 FT) LOWER THAN THE ROAD TO POST OFFICE AND 0.2 M
 GB2658'(0.7 FT) ABOVE THE GROUND.  LOCATED 44.2 M (145.0 FT) EAST-NORTHEAST
 GB2658'FROM THE JUNCTION OF STATE HIGHWAY 42 AND ROAD TO POST OFFICE, 28.3 M
 GB2658'(92.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE POST OFFICE,
 GB2658'14.94 M (49.02 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE GRAVELED
 GB2658'ROAD, 9.4 M (30.8 FT) NORTH FROM THE CENTER OF HIGHWAY 42 AND 0.61 M
 GB2658'(2.00 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GB2658
 GB2658                          STATION RECOVERY (1994)
 GB2658
 GB2658'RECOVERED 1994
 GB2658'RECOVERED IN GOOD CONDITION.
 GB2658
 GB2658                          STATION RECOVERY (1995)
 GB2658
 GB2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2658'RECOVERED AS DESCRIBED.
 GB2658
 GB2658                          STATION RECOVERY (2003)
 GB2658
 GB2658'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2659 ***********************************************************************
 GB2659  FBN         -  This is a Federal Base Network Control Station.
 GB2659  DESIGNATION -  GPS 9
 GB2659  PID         -  GB2659
 GB2659  STATE/COUNTY-  TN/JACKSON
 GB2659  USGS QUAD   -  WHITLEYVILLE (1982)
 GB2659
 GB2659                         *CURRENT SURVEY CONTROL
 GB2659  ___________________________________________________________________
 GB2659* NAD 83(1995)-  36 23 12.08772(N)    085 38 11.58508(W)     ADJUSTED  
 GB2659* NAVD 88     -       164.76   (meters)     540.6    (feet)  N HEIGHT  
 GB2659  ___________________________________________________________________
 GB2659  X           -     391,124.895 (meters)                     COMP
 GB2659  Y           -  -5,125,868.735 (meters)                     COMP
 GB2659  Z           -   3,762,899.605 (meters)                     COMP
 GB2659  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GB2659  ELLIP HEIGHT-         134.53  (meters)          (08/03/04) GPS OBS
 GB2659  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB2659  DYNAMIC HT  -         164.61  (meters)     540.1   (feet)  COMP
 GB2659  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 GB2659
 GB2659  HORZ ORDER  -  B
 GB2659  VERT ORDER  -  THIRD
 GB2659  ELLP ORDER  -  FOURTH    CLASS I
 GB2659
 GB2659.The horizontal coordinates were established by GPS observations
 GB2659.and adjusted by the National Geodetic Survey in December 1995..
 GB2659
 GB2659.The orthometric height was determined by differential leveling
 GB2659.and adjusted by the National Geodetic Survey in August 1996..
 GB2659.The height was determined by precise leveling from only one NSRS
 GB2659.bench mark.  This was not adequate "tie leveling" to NSRS and was
 GB2659.allowed ONLY to validate the GPS-derived height.
 GB2659
 GB2659.Photographs are available for this station.
 GB2659
 GB2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2659
 GB2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2659
 GB2659.The ellipsoidal height was determined by GPS observations
 GB2659.and is referenced to NAD 83.
 GB2659
 GB2659.The geoid height was determined by GEOID03.
 GB2659
 GB2659.The dynamic height is computed by dividing the NAVD 88
 GB2659.geopotential number by the normal gravity value computed on the
 GB2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB2659.degrees latitude (g = 980.6199 gals.).
 GB2659
 GB2659.The modeled gravity was interpolated from observed gravity values.
 GB2659
 GB2659;                    North         East     Units Scale Factor Converg.
 GB2659;SPC TN       -   227,882.940   632,608.894   MT  0.99999482   +0 12 46.0
 GB2659;SPC TN       -   747,645.95  2,075,484.35   sFT  0.99999482   +0 12 46.0
 GB2659;UTM  16      - 4,027,702.769   622,285.116   MT  0.99978424   +0 48 32.2
 GB2659
 GB2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2659!SPC TN       -   0.99997889  x   0.99999482  =   0.99997371
 GB2659!UTM  16      -   0.99997889  x   0.99978424  =   0.99976313
 GB2659
 GB2659                          SUPERSEDED SURVEY CONTROL
 GB2659
 GB2659  ELLIP H (12/14/95)  134.53   (m)                       GP(       ) 1 2
 GB2659  NAD 83(1995)-  36 23 12.09093(N)    085 38 11.59169(W) AD(       ) B
 GB2659  ELLIP H (09/07/90)  134.46   (m)                       GP(       ) 4 1
 GB2659  NAVD 88 (12/14/95)  164.76   (m)          540.6    (f) LEVELING    3  
 GB2659  NGVD 29 (??/??/??)  164.86   (m)          540.9    (f) N HEIGHT    3  
 GB2659
 GB2659.Superseded values are not recommended for survey control.
 GB2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2659.See file dsdata.txt to determine how the superseded data were derived.
 GB2659
 GB2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2228527703(NAD 83)
 GB2659_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2659_SETTING: 66 = SET IN ROCK OUTCROP
 GB2659_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GB2659_STAMPING: GPS 9 1987
 GB2659_MARK LOGO: NGS   
 GB2659_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2659+STABILITY: POSITION/ELEVATION WELL
 GB2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2659+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 GB2659
 GB2659  HISTORY     - Date     Condition        Report By
 GB2659  HISTORY     - 1987     MONUMENTED       NGS
 GB2659  HISTORY     - 19890717 GOOD
 GB2659  HISTORY     - 19950608 GOOD             NGS
 GB2659  HISTORY     - 20010207 GOOD             NGS
 GB2659  HISTORY     - 20031010 GOOD             TNDT
 GB2659  HISTORY     - 20060913 GOOD             TVA
 GB2659
 GB2659                          STATION DESCRIPTION
 GB2659
 GB2659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GB2659'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTH OF GAINESBORO, ON
 GB2659'THE EAST RIGHT-OF-WAY OF STATE ROUTE 53,
 GB2659'0.2 KM (0.1 MI) NORTH OF THE THEO SPIVEY REST HOME, AT A 3.0 METERS
 GB2659'(10 FT) CUT AND SET IN BEDROCK.
 GB2659'OWNERSHIP--STATE RIGHT-OF-WAY.
 GB2659'
 GB2659'TO REACH THE STATION FROM THE COURTHOUSE IN GAINESBORO GO
 GB2659'EAST FOR 0.3 KM (0.2 MI) ON STATE ROUTE 53 TO THE JUNCTION OF STATE
 GB2659'ROUTE 56.
 GB2659'TURN LEFT AND GO NORTH FOR 1.9 KM (1.2 MI) ON STATE ROUTES 53 AND
 GB2659'56 TO A ROAD LEFT (STATE ROUTE 56 TURNS LEFT).
 GB2659'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 2.4 KM (1.5 MI) ON STATE
 GB2659'ROUTE 53 TO THE STATION ON THE RIGHT ACROSS THE ROAD FROM A WHITE
 GB2659'BRICK HOUSE.
 GB2659'
 GB2659'THE STATION IS A STANDARD NGS DISK
 GB2659'STAMPED---GPS 9 1987---,
 GB2659'SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.3 METERS (1 FT)
 GB2659'BY 0.9 METERS (3 FT) PROJECTING 0.1 METERS (3 FT).  LOCATED
 GB2659'64.9 METERS (213 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 GB2659'THE WHITE BRICK HOUSE,
 GB2659'15.5 METERS (51 FT) EAST FROM THE ROAD CENTERLINE,
 GB2659'0.3 METERS (1.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 GB2659
 GB2659                          STATION RECOVERY (1989)
 GB2659
 GB2659'RECOVERED 1989
 GB2659'RECOVERED IN GOOD CONDITION.
 GB2659
 GB2659                          STATION RECOVERY (1995)
 GB2659
 GB2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GB2659'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH OF GAINESBORO, ON
 GB2659'THE EAST RIGHT-OF-WAY OF STATE ROUTE 53, 0.2 KM (0.10 MI) NORTH OF THE
 GB2659'THEO SPIVEY REST HOME, AT A 3.0 M (9.8 FT) CUT AND SET IN BEDROCK.
 GB2659'OWNERSHIP--STATE RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 GB2659'COURTHOUSE IN GAINESBORO, GO EAST FOR 0.3 KM (0.20 MI) ON STATE ROUTE
 GB2659'53 TO THE JUNCTION OF STATE ROUTE 56.  TURN LEFT AND GO NORTH FOR 1.9
 GB2659'KM (1.20 MI) ON STATE ROUTES 53 AND 56 TO A ROAD LEFT. CONTINUE
 GB2659'STRAIGHT AHEAD AND GO NORTH FOR 2.4 KM (1.50 MI) ON STATE ROUTE 53 TO
 GB2659'THE STATION ON THE RIGHT, ACROSS THE ROAD FROM A WHITE BRICK HOUSE.
 GB2659'THE STATION IS SET INTO A DRILL HOLE IN BEDROCK OUTCROP MEASURING 0.3
 GB2659'M (1.0 FT) BY 0.9 M (3.0 FT).  LOCATED 64.9 M (212.9 FT)
 GB2659'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE WHITE BRICK HOUSE,
 GB2659'57.6 M (189.0 FT) WEST FROM THE NORTHWEST CORNER OF A BLOCK BUILDING,
 GB2659'39.5 M (129.6 FT) NORTHWEST FROM A FIRE HYDRANT, 15.5 M (50.9 FT) EAST
 GB2659'FROM THE ROAD CENTERLINE, 12.3 M (40.4 FT) NORTH FROM A 2-INCH GAS
 GB2659'VENT PIPE PROJECTING 1.2 M (3.9 FT) ABOVE GROUND AND 0.3 M (1.0 FT)
 GB2659'NORTH FROM A FIBERGLASS WITNESS POST.
 GB2659
 GB2659                          STATION RECOVERY (2001)
 GB2659
 GB2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GB2659'4.6 KM NORTHERLY ALONG STATE HIGHWAY 53 FROM THE COURTHOUSE IN
 GB2659'GAINSBORO, NEAR THE NORTH END OF A 2 BY 8-FOOT AREA OF EXPOSED
 GB2659'BEDROCK, 57.7 M WEST OF THE NORTHWEST CORNER OF A BUILDING, 39.5 M
 GB2659'NORTHWEST OF A FIRE HYDRANT, 15.6 M EAST OF THE HIGHWAY
 GB2659'CENTERLINE, 0.8 M ABOVE THE LEVEL OF THE HIGHWAY, AND 0.8 M EAST OF
 GB2659'A WITNESS POST.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 GB2659'THIS IS A FEDERAL BASE NETWORK CONTROL STATION.
 GB2659'
 GB2659
 GB2659                          STATION RECOVERY (2003)
 GB2659
 GB2659'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB2659'RECOVERED AS DESCRIBED.
 GB2659
 GB2659                          STATION RECOVERY (2006)
 GB2659
 GB2659'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3694 ***********************************************************************
 GA3694  DESIGNATION -  GPS 9
 GA3694  PID         -  GA3694
 GA3694  STATE/COUNTY-  TN/KNOX
 GA3694  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA3694
 GA3694                         *CURRENT SURVEY CONTROL
 GA3694  ___________________________________________________________________
 GA3694* NAD 83(1995)-  36 10 10.72602(N)    083 58 08.74904(W)     ADJUSTED  
 GA3694* NAVD 88     -       354.0    (meters)    1161.     (feet)  VERTCON   
 GA3694  ___________________________________________________________________
 GA3694  X           -     541,627.471 (meters)                     COMP
 GA3694  Y           -  -5,126,640.814 (meters)                     COMP
 GA3694  Z           -   3,743,595.056 (meters)                     COMP
 GA3694  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 GA3694  ELLIP HEIGHT-         323.33  (meters)          (04/12/99) GPS OBS
 GA3694  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA3694
 GA3694  HORZ ORDER  -  FIRST
 GA3694  ELLP ORDER  -  FOURTH    CLASS I
 GA3694
 GA3694.The horizontal coordinates were established by GPS observations
 GA3694.and adjusted by the National Geodetic Survey in April 1999..
 GA3694
 GA3694.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3694
 GA3694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3694
 GA3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3694
 GA3694.The ellipsoidal height was determined by GPS observations
 GA3694.and is referenced to NAD 83.
 GA3694
 GA3694.The geoid height was determined by GEOID03.
 GA3694
 GA3694;                    North         East     Units Scale Factor Converg.
 GA3694;SPC TN       -   205,634.417   782,701.302   MT  0.99996550   +1 11 20.3
 GA3694;SPC TN       -   674,652.25  2,567,912.52   sFT  0.99996550   +1 11 20.3
 GA3694;UTM  17      - 4,006,850.870   232,940.087   MT  1.00047887   -1 45 12.0
 GA3694;UTM  16      - 4,007,022.867   772,620.724   MT  1.00051586   +1 47 23.5
 GA3694
 GA3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3694!SPC TN       -   0.99994926  x   0.99996550  =   0.99991476
 GA3694!UTM  17      -   0.99994926  x   1.00047887  =   1.00042810
 GA3694!UTM  16      -   0.99994926  x   1.00051586  =   1.00046509
 GA3694
 GA3694                          SUPERSEDED SURVEY CONTROL
 GA3694
 GA3694  NAD 83(1995)-  36 10 10.72671(N)    083 58 08.74635(W) AD(       ) 1
 GA3694  NAD 83(1995)-  36 10 10.72692(N)    083 58 08.75545(W) AD(       ) 1
 GA3694  NAD 83(1995)-  36 10 10.72839(N)    083 58 08.75549(W) AD(       ) 1
 GA3694  NAD 83(1995)-  36 10 10.72796(N)    083 58 08.75539(W) AD(       ) 1
 GA3694  ELLIP H (05/28/93)  323.27   (m)                       GP(       ) 4 2
 GA3694  NGVD 29 (05/28/93)  354.1    (m)         1162.     (f) GPS OBS        
 GA3694
 GA3694.Superseded values are not recommended for survey control.
 GA3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3694.See file dsdata.txt to determine how the superseded data were derived.
 GA3694
 GA3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3294006851(NAD 83)
 GA3694_MARKER: DD = SURVEY DISK
 GA3694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GA3694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3694+STABILITY: SURFACE MOTION
 GA3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3694+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA3694
 GA3694  HISTORY     - Date     Condition        Report By
 GA3694  HISTORY     - 1988     MONUMENTED       AEROS
 GA3694
 GA3694                          STATION DESCRIPTION
 GA3694
 GA3694'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 GA3694'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI)
 GA3694'NORTH OF KNOXVILLE,
 GA3694'8.1 KM (5.0 MI) SOUTHEAST OF ANDERSONVILLE,
 GA3694'9.7 KM (6.0 MI) SOUTHWEST OF PAULETTE.
 GA3694'OWNERSHIP--MR. KENNETH HODGE, ROUTE 11, BOX 6317, KNOXVILLE, TN
 GA3694'37938, CALL FOR ACCESS PERMISSION AT (615) 922-9801.
 GA3694'
 GA3694'TO REACH THE STATION FROM THE RACOON VALLEY ROAD EXIT NUMBER 117
 GA3694'OFF INTERSTATE 75 NORTH OF KNOXVILLE, GO WEST FOR
 GA3694'0.32 KM (0.2 MI) ON RACOON VALLEY ROAD TO THE JUNCTION OF FLEENOR
 GA3694'MILL ROAD.
 GA3694'TURN RIGHT AND GO NORTH FOR 2.41 KM (1.5 MI) ON FLEENOR ROAD TO THE
 GA3694'(T) JUNCTION OF EAST WOLF VALLEY DRIVE.  TURN RIGHT AND GO EASTERLY
 GA3694'FOR 3.06 KM (1.9 MI) ON EAST WOLF VALLEY DRIVE TO THE (T) JUNCTION
 GA3694'OF U.S. HIGHWAY 441.  TURN RIGHT AND GO SOUTHERLY FOR 30 METERS
 GA3694'(100 FT) TO THE JUNCTION OF HINDS CREEK ROAD.  TURN LEFT AND GO
 GA3694'NORTHEASTERLY FOR 4.99 KM (3.1 MI) ON HINDS CREEK ROAD TO THE
 GA3694'JUNCTION OF HILL ROAD ON THE RIGHT.  TURN RIGHT AND GO
 GA3694'SOUTHWESTERLY FOR 1.13 KM (0.7 MI) ON HILL ROAD TO THE TOP OF A
 GA3694'HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 GA3694'
 GA3694'THE STATION IS AN ALUMINUM DISK
 GA3694'STAMPED---KNOX COUNTY GPS 9 1985---,
 GA3694'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3694'20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GA3694'10.7 METERS (35.1 FT) SOUTH FROM A FENCE CORNER,
 GA3694'4.88 METERS (16.0 FT) NORTH FROM THE CENTERLINE OF HILL ROAD,
 GA3694'5.79 METERS (19.0 FT) EAST FROM THE CENTERLINE OF A GRAVEL ROAD
 GA3694'LEADING NORTH, AND
 GA3694'1.25 METERS (4.1 FT) NORTHEAST FROM A 1.52 METER (5 FT) HIGH BY 20
 GA3694'CM (8 IN) ROUND POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7708 ***********************************************************************
 DG7708  CBN         -  This is a Cooperative Base Network Control Station.
 DG7708  DESIGNATION -  GPS 90
 DG7708  PID         -  DG7708
 DG7708  STATE/COUNTY-  TN/DAVIDSON
 DG7708  USGS QUAD   -  ANTIOCH (1983)
 DG7708
 DG7708                         *CURRENT SURVEY CONTROL
 DG7708  ___________________________________________________________________
 DG7708* NAD 83(1995)-  36 06 14.66194(N)    086 41 25.70507(W)     ADJUSTED  
 DG7708* NAVD 88     -       177.8    (meters)     583.     (feet)  GPS OBS   
 DG7708  ___________________________________________________________________
 DG7708  X           -     297,847.788 (meters)                     COMP
 DG7708  Y           -  -5,150,718.169 (meters)                     COMP
 DG7708  Z           -   3,737,615.566 (meters)                     COMP
 DG7708  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DG7708  ELLIP HEIGHT-         148.67  (meters)          (08/03/04) GPS OBS
 DG7708  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DG7708
 DG7708  HORZ ORDER  -  A
 DG7708  ELLP ORDER  -  FOURTH    CLASS I
 DG7708
 DG7708.The horizontal coordinates were established by GPS observations
 DG7708.and adjusted by the National Geodetic Survey in August 2004..
 DG7708
 DG7708.The orthometric height was determined by GPS observations and a
 DG7708.high-resolution geoid model.
 DG7708
 DG7708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7708
 DG7708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7708
 DG7708.The ellipsoidal height was determined by GPS observations
 DG7708.and is referenced to NAD 83.
 DG7708
 DG7708.The geoid height was determined by GEOID03.
 DG7708
 DG7708;                    North         East     Units Scale Factor Converg.
 DG7708;SPC TN       -   196,682.155   537,829.288   MT  0.99995947   -0 24 15.2
 DG7708;SPC TN       -   645,281.37  1,764,528.26   sFT  0.99995947   -0 24 15.2
 DG7708;UTM  16      - 3,995,536.088   527,860.218   MT  0.99960956   +0 10 56.6
 DG7708
 DG7708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7708!SPC TN       -   0.99997667  x   0.99995947  =   0.99993614
 DG7708!UTM  16      -   0.99997667  x   0.99960956  =   0.99958624
 DG7708
 DG7708                          SUPERSEDED SURVEY CONTROL
 DG7708
 DG7708.No superseded survey control is available for this station.
 DG7708
 DG7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2786095536(NAD 83)
 DG7708_MARKER: DD = SURVEY DISK
 DG7708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7708_STAMPING: GPS 90 1987
 DG7708_MARK LOGO: NASHAP
 DG7708_PROJECTION: FLUSH
 DG7708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7708+STABILITY: SURFACE MOTION
 DG7708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7708+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7708
 DG7708  HISTORY     - Date     Condition        Report By
 DG7708  HISTORY     - 1987     MONUMENTED       NASHAP
 DG7708  HISTORY     - 20031010 GOOD             TNHD
 DG7708
 DG7708                          STATION DESCRIPTION
 DG7708
 DG7708'DESCRIBED BY TN HIGHWAY DEPT 2003 (BES)
 DG7708'THE STATION IS LOCATED IN EAST OF MCGAVACK PIKE BETWEEN MURFREESBORO
 DG7708'ROAD AND HARDING PLACE IN NASHVILLE TN.
 DG7708' 
 DG7708'OWNERSHIP--METROPOLITAN NASHVILLE AIRPORT AUTHORITY, ONE TERMINAL
 DG7708'DRIVE, SUITE 501, NASHVILLE, TN 37214-4114.
 DG7708' 
 DG7708'TO REACH FROM THE INTERSECTION OF OF MURFREESBORO ROAD AND DONELSON
 DG7708'PIKE, PROCEED WEST ON MURFREESBORO ROAD, TURN LEFT (SOUTH) ONTO
 DG7708'MCGAVOCK PIKE.  TURN LEFT (EAST) ONTO CURREY LANE.  THE STATION IS
 DG7708'LOCATED SOUTHEAST IN THE INTERSECTION OF CURREY LANE AND ABANDONED
 DG7708'MCGAVOCK PIKE IN THE GRASSY AREA.  STATION IS INDICATED WITH A
 DG7708'FIBERGLASS WITNESS SIGN ADJACENT TO THE STATION.
 DG7708' 
 DG7708'THE STATION IS LOCATED 30.4 FT SOUTH OF THE CENTERLINE OF OLD CURRY
 DG7708'LANE AND WEST 40.5 FT WEST OF THE OLD CENTERLINE OF MCGAVOCK PIKE.
 DG7708'MONUMENT IS MARKED WITHA FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC2012 ***********************************************************************
 FC2012  DESIGNATION -  GPS C002
 FC2012  PID         -  FC2012
 FC2012  STATE/COUNTY-  TN/ROANE
 FC2012  USGS QUAD   -  ELVERTON (1990)
 FC2012
 FC2012                         *CURRENT SURVEY CONTROL
 FC2012  ___________________________________________________________________
 FC2012* NAD 83(1995)-  35 55 49.86121(N)    084 23 31.18713(W)     ADJUSTED  
 FC2012* NAVD 88     -       236.8    (meters)     777.     (feet)  VERTCON   
 FC2012  ___________________________________________________________________
 FC2012  X           -     505,290.130 (meters)                     COMP
 FC2012  Y           -  -5,145,945.612 (meters)                     COMP
 FC2012  Z           -   3,722,072.764 (meters)                     COMP
 FC2012  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 FC2012  ELLIP HEIGHT-         206.42  (meters)          (04/12/99) GPS OBS
 FC2012  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FC2012
 FC2012  HORZ ORDER  -  FIRST
 FC2012  ELLP ORDER  -  FOURTH    CLASS I
 FC2012
 FC2012.The horizontal coordinates were established by GPS observations
 FC2012.and adjusted by the National Geodetic Survey in April 1999..
 FC2012
 FC2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2012
 FC2012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2012
 FC2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2012
 FC2012.The ellipsoidal height was determined by GPS observations
 FC2012.and is referenced to NAD 83.
 FC2012
 FC2012.The geoid height was determined by GEOID03.
 FC2012
 FC2012;                    North         East     Units Scale Factor Converg.
 FC2012;SPC TN       -   178,398.123   745,096.796   MT  0.99994981   +0 56 29.0
 FC2012;SPC TN       -   585,294.51  2,444,538.40   sFT  0.99994981   +0 56 29.0
 FC2012;UTM  16      - 3,979,385.343   735,284.691   MT  1.00028219   +1 31 51.9
 FC2012
 FC2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2012!SPC TN       -   0.99996760  x   0.99994981  =   0.99991741
 FC2012!UTM  16      -   0.99996760  x   1.00028219  =   1.00024978
 FC2012
 FC2012                          SUPERSEDED SURVEY CONTROL
 FC2012
 FC2012  NAD 83(1995)-  35 55 49.86356(N)    084 23 31.19168(W) AD(       ) 1
 FC2012  ELLIP H (10/22/93)  206.36   (m)                       GP(       ) 4 1
 FC2012  NGVD 29 (10/22/93)  236.9    (m)          777.     (f) GPS OBS        
 FC2012
 FC2012.Superseded values are not recommended for survey control.
 FC2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2012.See file dsdata.txt to determine how the superseded data were derived.
 FC2012
 FC2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3528579385(NAD 83)
 FC2012_MARKER: A = ALUMINUM MARKER
 FC2012_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 FC2012_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 FC2012_MARK LOGO: NONE  
 FC2012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC2012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC2012+STABILITY: POSITION/ELEVATION WELL
 FC2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2012+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1993
 FC2012
 FC2012  HISTORY     - Date     Condition        Report By
 FC2012  HISTORY     - 1950     MONUMENTED       RBNF
 FC2012  HISTORY     - 19930325 GOOD
 FC2012
 FC2012                          STATION DESCRIPTION
 FC2012
 FC2012'DESCRIBED BY RESEARCHED BUT NOT FOUND 1950
 FC2012'THE STATION IS LOCATED 26 MI (41.8 KM) WEST OF KNOXVILLE, 9 MI
 FC2012'(14.5 KM) SW OF OAK RIDGE, 8 MI (12.9 KM) EAST OF HARRIMAN, 8 MI
 FC2012'(12.9 KM) NW OF THE JUNCTION OF INTERSTATE HIGHWAYS 40 AND 75, NEAR
 FC2012'THE SOUTH PERIMETER OF THE U.S. DEPT OF ENERGY GASEOUS DIFFUSION
 FC2012'PLANT, AT THE NORTH END OF A GRASSY TRAFFIC TRIANGLE.
 FC2012'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND
 FC2012'INTERSTATE 40(EXIT 364), PROCEED NORTH ON STATE HIGHWAY 95 FOR 6.8 MI
 FC2012'(10.9 KM) TO STATE HIGHWAY 58.  TURN LEFT ON STATE HIGHWAY 58 FOR
 FC2012'2.05 TO THE WESTERN MOST OF FOUR PAVED ENTRANCE ROADS TO THE
 FC2012'U.S.D.O.E. DIFFUSSION PLANT.  PROCEED WESTERLY ALONG THE PAVED ROAD
 FC2012'FOR 0.25 MI (0.40 KM) AND ACROSS A RAILROAD TRACK TO THE T JUNCTION
 FC2012'OF A PAVED ROAD RIGHT. TURN RIGHT AND PROCEED NE THEN NORTH 0.2 MI
 FC2012'(0.3 KM) TO CROSSING OF A RAILROAD.  CONTINUE AHEAD NORTH FOR 0.1 MI
 FC2012'(0.2 KM) TO THE NW CORNER OF A PAVED PARKING LOT ON THE RIGHT AND
 FC2012'STATION SURROUNDED BY THREE STEEL PIPES.
 FC2012'THE STATION IS AN OFF CENTER PUNCH MARK IN THE TOP OF A BLANK ALUMINUM
 FC2012'DISK RECESSED 2 CM BELOW THE GROUND AND ENCASED IN A BLANK ALUMINUM
 FC2012'FLANGE.  THE NATURE OF THE MONUMENT SETTING IS UNKNOWN.  IT IS 22.1
 FC2012'FT (6.7 M) NNE OF THE NORTHERN MOST ONE OF TWO MANHOLE COVERS WHICH
 FC2012'PROJECT 2.5 FT (0.8 M) ABOVE GROUND, AND 19.6 FT (6.0 M) WEST OF THE
 FC2012'CENTERLINE OF AVENUE JUNCTION.
 FC2012
 FC2012                          STATION RECOVERY (1993)
 FC2012
 FC2012'RECOVERED 1993
 FC2012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7959 ***********************************************************************
 DF7959  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7959  DESIGNATION -  GR 35008830
 DF7959  PID         -  DF7959
 DF7959  STATE/COUNTY-  TN/MCNAIRY
 DF7959  USGS QUAD   -  CORINTH (1982)
 DF7959
 DF7959                         *CURRENT SURVEY CONTROL
 DF7959  ___________________________________________________________________
 DF7959* NAD 83(1995)-  34 59 54.45622(N)    088 30 45.72426(W)     ADJUSTED  
 DF7959* NAVD 88     -       162.89   (meters)     534.4    (feet)  GPS OBS   
 DF7959  ___________________________________________________________________
 DF7959  X           -     135,762.958 (meters)                     COMP
 DF7959  Y           -  -5,228,873.413 (meters)                     COMP
 DF7959  Z           -   3,637,804.519 (meters)                     COMP
 DF7959  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DF7959  ELLIP HEIGHT-         135.22  (meters)          (09/08/03) GPS OBS
 DF7959  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF7959
 DF7959  HORZ ORDER  -  B
 DF7959  ELLP ORDER  -  FOURTH    CLASS I
 DF7959
 DF7959.The horizontal coordinates were established by GPS observations
 DF7959.and adjusted by the National Geodetic Survey in September 2003..
 DF7959
 DF7959.The orthometric height was determined by GPS observations and a
 DF7959.high-resolution geoid model using precise GPS observation and
 DF7959.processing techniques.
 DF7959
 DF7959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7959
 DF7959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7959
 DF7959.The ellipsoidal height was determined by GPS observations
 DF7959.and is referenced to NAD 83.
 DF7959
 DF7959.The geoid height was determined by GEOID03.
 DF7959
 DF7959;                    North         East     Units Scale Factor Converg.
 DF7959;SPC TN       -    76,741.926   370,628.647   MT  1.00005391   -1 28 15.7
 DF7959;SPC TN       -   251,777.47  1,215,970.82   sFT  1.00005391   -1 28 15.7
 DF7959;UTM  16      - 3,873,917.623   361,955.395   MT  0.99983486   -0 52 03.9
 DF7959
 DF7959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7959!SPC TN       -   0.99997878  x   1.00005391  =   1.00003268
 DF7959!UTM  16      -   0.99997878  x   0.99983486  =   0.99981364
 DF7959
 DF7959                          SUPERSEDED SURVEY CONTROL
 DF7959
 DF7959.No superseded survey control is available for this station.
 DF7959
 DF7959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6195573918(NAD 83)
 DF7959_MARKER: A = ALUMINUM MARKER
 DF7959_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7959_STAMPING: GR 35008830 2002
 DF7959_MARK LOGO: USACE 
 DF7959_PROJECTION: FLUSH
 DF7959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7959+STABILITY: POSITION/ELEVATION WELL
 DF7959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7959+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2002
 DF7959_ROD/PIPE-DEPTH: 10.3 meters
 DF7959_SLEEVE-DEPTH  :  0.9 meters
 DF7959
 DF7959  HISTORY     - Date     Condition        Report By
 DF7959  HISTORY     - 20020316 MONUMENTED       USACE
 DF7959
 DF7959                          STATION DESCRIPTION
 DF7959
 DF7959'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7959'MARK IS LOCATED 4.0 MILES (6.4 KILOMETERS) NORTH OF CORINTH,
 DF7959'MISSISSIPPI. TO REACH MARK
 DF7959'FROM THE CENTER OF THE OVERPASS OF U.S. HIGHWAY 45 AND MISSISSIPPI
 DF7959'STATE HIGHWAY 2E JUST
 DF7959'NORTH OF CORINTH, MISSISSIPPI, PROCEED EAST ALONG MISSISSIPPI STATE
 DF7959'HIGHWAY 2 FOR 0.4
 DF7959'MILES (0.6 KILOMETERS) TO ITS INTERSECTION WITH MISSISSIPPI STATE
 DF7959'HIGHWAY 145. TURN LEFT
 DF7959'AND PROCEED NORTH ALONG MISSISSIPPI STATE HIGHWAY 145 FOR 1.0 MILE
 DF7959'(1.6 KILOMETERS) TO ITS
 DF7959'JUNCTION WITH STATE LINE ROAD HEADING DUE EAST AND STICINE ROAD
 DF7959'HEADING NORTHEAST,
 DF7959'BOTH ON THE RIGHT. TURN RIGHT AND PROCEED NORTHEAST ON STICINE ROAD
 DF7959'FOR 0.15 MILES (0.2
 DF7959'KILOMETERS) TO THE MARK ON THE LEFT. MARK IS LOCATED 174.0 FEET (53.0
 DF7959'METERS) SOUTHWEST
 DF7959'OF A 48 INCH OAK TREE, 27.0 FEET (8.2 METERS) NORTHWEST OF THE
 DF7959'CENTERLINE OF STICINE ROAD,
 DF7959'20.0 FEET (6.1 METERS) SOUTHWEST OF A FIELD ENTRY AND 2.0 FEET (0.6
 DF7959'METERS) SOUTHEAST OF A
 DF7959'CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM
 DF7959'POINT ENCASED IN 1
 DF7959'INCH PVC UNDER AN ACCESS COVER STAMPED GR 35008830 2002. MARK IS
 DF7959'RECESSED 8 CENTIMETERS
 DF7959'BELOW ACCESS COVER.
 DF7959'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7958 ***********************************************************************
 DF7958  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7958  DESIGNATION -  GR 35008900
 DF7958  PID         -  DF7958
 DF7958  STATE/COUNTY-  TN/HARDEMAN
 DF7958  USGS QUAD   -  MIDDLETON (1980)
 DF7958
 DF7958                         *CURRENT SURVEY CONTROL
 DF7958  ___________________________________________________________________
 DF7958* NAD 83(1995)-  35 00 09.72736(N)    088 59 41.95552(W)     ADJUSTED  
 DF7958* NAVD 88     -       189.52   (meters)     621.8    (feet)  GPS OBS   
 DF7958  ___________________________________________________________________
 DF7958  X           -      91,740.342 (meters)                     COMP
 DF7958  Y           -  -5,229,582.754 (meters)                     COMP
 DF7958  Z           -   3,638,205.230 (meters)                     COMP
 DF7958  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DF7958  ELLIP HEIGHT-         161.73  (meters)          (09/08/03) GPS OBS
 DF7958  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF7958
 DF7958  HORZ ORDER  -  B
 DF7958  ELLP ORDER  -  FOURTH    CLASS I
 DF7958
 DF7958.The horizontal coordinates were established by GPS observations
 DF7958.and adjusted by the National Geodetic Survey in September 2003..
 DF7958
 DF7958.The orthometric height was determined by GPS observations and a
 DF7958.high-resolution geoid model using precise GPS observation and
 DF7958.processing techniques.
 DF7958
 DF7958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7958
 DF7958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7958
 DF7958.The ellipsoidal height was determined by GPS observations
 DF7958.and is referenced to NAD 83.
 DF7958
 DF7958.The geoid height was determined by GEOID03.
 DF7958
 DF7958;                    North         East     Units Scale Factor Converg.
 DF7958;SPC TN       -    78,451.114   326,630.275   MT  1.00005284   -1 45 12.2
 DF7958;SPC TN       -   257,385.03  1,071,619.49   sFT  1.00005284   -1 45 12.2
 DF7958;UTM  16      - 3,875,161.192   317,947.376   MT  1.00000849   -1 08 40.8
 DF7958
 DF7958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7958!SPC TN       -   0.99997461  x   1.00005284  =   1.00002745
 DF7958!UTM  16      -   0.99997461  x   1.00000849  =   0.99998310
 DF7958
 DF7958                          SUPERSEDED SURVEY CONTROL
 DF7958
 DF7958.No superseded survey control is available for this station.
 DF7958
 DF7958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1794775161(NAD 83)
 DF7958_MARKER: A = ALUMINUM MARKER
 DF7958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7958_STAMPING: GR 35008900 2002
 DF7958_MARK LOGO: USACE 
 DF7958_PROJECTION: FLUSH
 DF7958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7958+STABILITY: POSITION/ELEVATION WELL
 DF7958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7958+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2002
 DF7958_ROD/PIPE-DEPTH: 10.3 meters
 DF7958_SLEEVE-DEPTH  :  0.9 meters
 DF7958
 DF7958  HISTORY     - Date     Condition        Report By
 DF7958  HISTORY     - 20020313 MONUMENTED       USACE
 DF7958
 DF7958                          STATION DESCRIPTION
 DF7958
 DF7958'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7958'MARK IS LOCATED 5.0 MILES (8.0 KILOMETERS) NORTHWEST OF WALNUT,
 DF7958'MISSISSIPPI. TO REACH
 DF7958'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 72 AND MISSISSIPPI HIGHWAY
 DF7958'15 AT WALNUT,
 DF7958'MISSISSIPPI, PROCEED WEST ALONG U.S. HIGHWAY 72 FOR 3.4 MILES (5.5
 DF7958'KILOMETERS) TO ITS
 DF7958'JUNCTION WITH TIPPAH COUNTY ROAD 101 ON THE RIGHT. TURN RIGHT AND
 DF7958'PROCEED NORTHWEST
 DF7958'ALONG TIPPAH COUNTY ROAD 101 (TIPPAH COUNTY ROAD 101 CHANGES NAMES TO
 DF7958'ANTIOCH ROAD AT
 DF7958'THE MISSISSIPPI-TENNESSEE STATE LINE) FOR 5.2 MILES (8.4 KILOMETERS)
 DF7958'TO A DRIVEWAY LEADING
 DF7958'TO A FRAME HOUSE ON THE RIGHT. PROPERTY BELONGS TO DAVID TOMS, 3539
 DF7958'ANTIOCH ROAD. TURN
 DF7958'RIGHT INTO DRIVEWAY AND PROCEED FOR 125.0 FEET (38.1 METERS) AND THE
 DF7958'MARK ON THE RIGHT.
 DF7958'MARK IS LOCATED 126.0 FEET (38.4 METERS) SOUTH ALONG DRIVEWAY TO
 DF7958'HOUSE, 121.5 FEET (37.0
 DF7958'METERS) SOUTH OF A POWER POLE AT DRIVEWAY ENTRANCE 207.7 FEET (63.3
 DF7958'METERS) NORTH OF A
 DF7958'TRANSFORMER POLE NEAR HOUSE, 10.0 FEET (3.0 METERS) WEST OF CENTERLINE
 DF7958'OF DRIVEWAY AND
 DF7958'2.0 FEET (0.6 METERS) EAST OF A FENCE. A STAINLESS STEEL ROD ENCASED
 DF7958'IN 1.5 INCH PVC WITH A
 DF7958'DRILLED DATUM POINT UNDER AN ACCESS COVER STAMPED GR 35008900 2002.
 DF7958'MARK IS RECESSED 10
 DF7958'CENTIMETERS BELOW ACCESS COVER.
 DF7958'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7952 ***********************************************************************
 DF7952  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7952  DESIGNATION -  GR 35308830
 DF7952  PID         -  DF7952
 DF7952  STATE/COUNTY-  TN/CHESTER
 DF7952  USGS QUAD   -  LIFE (1991)
 DF7952
 DF7952                         *CURRENT SURVEY CONTROL
 DF7952  ___________________________________________________________________
 DF7952* NAD 83(1995)-  35 30 00.56464(N)    088 29 53.19079(W)     ADJUSTED  
 DF7952* NAVD 88     -       177.76   (meters)     583.2    (feet)  GPS OBS   
 DF7952  ___________________________________________________________________
 DF7952  X           -     136,253.023 (meters)                     COMP
 DF7952  Y           -  -5,196,737.115 (meters)                     COMP
 DF7952  Z           -   3,683,269.106 (meters)                     COMP
 DF7952  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DF7952  ELLIP HEIGHT-         149.75  (meters)          (09/08/03) GPS OBS
 DF7952  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DF7952
 DF7952  HORZ ORDER  -  B
 DF7952  ELLP ORDER  -  FOURTH    CLASS I
 DF7952
 DF7952.The horizontal coordinates were established by GPS observations
 DF7952.and adjusted by the National Geodetic Survey in September 2003..
 DF7952
 DF7952.The orthometric height was determined by GPS observations and a
 DF7952.high-resolution geoid model using precise GPS observation and
 DF7952.processing techniques.
 DF7952
 DF7952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7952
 DF7952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7952
 DF7952.The ellipsoidal height was determined by GPS observations
 DF7952.and is referenced to NAD 83.
 DF7952
 DF7952.The geoid height was determined by GEOID03.
 DF7952
 DF7952;                    North         East     Units Scale Factor Converg.
 DF7952;SPC TN       -   132,350.701   373,381.051   MT  0.99996528   -1 27 45.0
 DF7952;SPC TN       -   434,220.59  1,225,001.00   sFT  0.99996528   -1 27 45.0
 DF7952;UTM  16      - 3,929,542.513   364,127.071   MT  0.99982751   -0 52 12.3
 DF7952
 DF7952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7952!SPC TN       -   0.99997650  x   0.99996528  =   0.99994178
 DF7952!UTM  16      -   0.99997650  x   0.99982751  =   0.99980401
 DF7952
 DF7952                          SUPERSEDED SURVEY CONTROL
 DF7952
 DF7952.No superseded survey control is available for this station.
 DF7952
 DF7952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6412729543(NAD 83)
 DF7952_MARKER: A = ALUMINUM MARKER
 DF7952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7952_STAMPING: GR 35308830 2002
 DF7952_MARK LOGO: USACE 
 DF7952_PROJECTION: FLUSH
 DF7952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7952+STABILITY: POSITION/ELEVATION WELL
 DF7952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7952+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 DF7952_ROD/PIPE-DEPTH: 11.9 meters
 DF7952_SLEEVE-DEPTH  :  0.9 meters
 DF7952
 DF7952  HISTORY     - Date     Condition        Report By
 DF7952  HISTORY     - 20020314 MONUMENTED       USACE
 DF7952
 DF7952                          STATION DESCRIPTION
 DF7952
 DF7952'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7952'MARK IS LOCATED 8.0 MILES (12.9 KILOMETERS) NORTHEAST OF HENDERSON,
 DF7952'TENNESSEE. TO REACH
 DF7952'MARK FROM THE INTERSECTION OF TENNESSEE STATE HIGHWAY 100 AND
 DF7952'TENNESSEE STATE
 DF7952'HIGHWAY ALTERNATE 22, 6.0 MILES (9.7 KILOMETERS) EAST OF HENDERSON,
 DF7952'TENNESSEE, PROCEED
 DF7952'NORTH ALONG TENNESSEE STATE HIGHWAY ALT. 22, FOR 1.7 MILES (2.7
 DF7952'KILOMETERS) TO ITS
 DF7952'INTERSECTION WITH NOBLES ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 DF7952'NORTHEAST ALONG
 DF7952'NOBLES ROAD FOR 1.1 MILES (1.8 KILOMETERS) AND THE MARK ON THE LEFT.
 DF7952'MARK IS LOCATED 278.0
 DF7952'FEET (84.7 METERS) WEST AND ACROSS ROAD FROM RHODES CEMETERY SIGN,
 DF7952'189.2 FEET (57.7
 DF7952'METERS) EAST OF THE SOUTHEAT CORNER OF A METAL BARN 315.0 FEET (96.0
 DF7952'METERS)
 DF7952'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE CARPORT, 20.4
 DF7952'FEET (6.2 METERS)
 DF7952'NORTH OF THE CENTERLINE OF NOBLES ROAD AND 3.1 FEET (0.9 METERS) SOUTH
 DF7952'OF A WOODEN
 DF7952'FENCE POST AND CARSONIT WITNESS POST. A STAINLESS STEEL ROD WITH A
 DF7952'DRILLED DATUM POINT
 DF7952'UNDER AN ACCESS COVER STAMPED GR 35308830 2002. MARK IS RECESSED 15
 DF7952'CENTIMETERS BELOW
 DF7952'ACCESS COVER.
 DF7952'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7951 ***********************************************************************
 DF7951  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7951  DESIGNATION -  GR 35308900
 DF7951  PID         -  DF7951
 DF7951  STATE/COUNTY-  TN/MADISON
 DF7951  USGS QUAD   -  WESTOVER (1981)
 DF7951
 DF7951                         *CURRENT SURVEY CONTROL
 DF7951  ___________________________________________________________________
 DF7951* NAD 83(1995)-  35 30 31.48943(N)    088 59 41.48295(W)     ADJUSTED  
 DF7951* NAVD 88     -       125.87   (meters)     413.0    (feet)  GPS OBS   
 DF7951  ___________________________________________________________________
 DF7951  X           -      91,182.900 (meters)                     COMP
 DF7951  Y           -  -5,197,127.319 (meters)                     COMP
 DF7951  Z           -   3,684,014.798 (meters)                     COMP
 DF7951  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DF7951  ELLIP HEIGHT-          97.75  (meters)          (09/08/03) GPS OBS
 DF7951  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DF7951
 DF7951  HORZ ORDER  -  B
 DF7951  ELLP ORDER  -  FOURTH    CLASS I
 DF7951
 DF7951.The horizontal coordinates were established by GPS observations
 DF7951.and adjusted by the National Geodetic Survey in September 2003..
 DF7951
 DF7951.The orthometric height was determined by GPS observations and a
 DF7951.high-resolution geoid model using precise GPS observation and
 DF7951.processing techniques.
 DF7951
 DF7951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7951
 DF7951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7951
 DF7951.The ellipsoidal height was determined by GPS observations
 DF7951.and is referenced to NAD 83.
 DF7951
 DF7951.The geoid height was determined by GEOID03.
 DF7951
 DF7951;                    North         East     Units Scale Factor Converg.
 DF7951;SPC TN       -   134,567.886   328,360.029   MT  0.99996443   -1 45 11.9
 DF7951;SPC TN       -   441,494.81  1,077,294.53   sFT  0.99996443   -1 45 11.9
 DF7951;UTM  16      - 3,931,293.239   319,087.915   MT  1.00000334   -1 09 32.3
 DF7951
 DF7951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7951!SPC TN       -   0.99998466  x   0.99996443  =   0.99994909
 DF7951!UTM  16      -   0.99998466  x   1.00000334  =   0.99998800
 DF7951
 DF7951                          SUPERSEDED SURVEY CONTROL
 DF7951
 DF7951.No superseded survey control is available for this station.
 DF7951
 DF7951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1908831293(NAD 83)
 DF7951_MARKER: A = ALUMINUM MARKER
 DF7951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7951_STAMPING: GR 35308900 2002
 DF7951_MARK LOGO: USACE 
 DF7951_PROJECTION: FLUSH
 DF7951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7951+STABILITY: POSITION/ELEVATION WELL
 DF7951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7951+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2002
 DF7951_ROD/PIPE-DEPTH: 44.5 meters
 DF7951_SLEEVE-DEPTH  :  0.9 meters
 DF7951
 DF7951  HISTORY     - Date     Condition        Report By
 DF7951  HISTORY     - 20020312 MONUMENTED       USACE
 DF7951
 DF7951                          STATION DESCRIPTION
 DF7951
 DF7951'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7951'MARK IS LOCATED 3.5 MILES (5.6 KILOMETERS) NORTHEAST OF MERCER,
 DF7951'TENNESSEE. TO REACH THE
 DF7951'MARK FROM EXIT 68 OF I-40 (HIGHWAY 138) ABOUT 10.0 MILES (16.1
 DF7951'KILOMETERS) WEST OF JACKSON,
 DF7951'TENNESSEE, PROCEED SOUTH AND SOUTHEAST ALONG TENNESSEE STATE HIGHWAY
 DF7951'138 FOR 10.3
 DF7951'MILES (16.6 KILOMETERS) TO ITS JUNCTION WITH TENNESSEE STATE HIGHWAY
 DF7951'223 ON THE LEFT.
 DF7951'TURN LEFT AND PROCEED NORTHWEST ALONG TENNESSEE STATE HIGHWAY 223 FOR
 DF7951'3.5 MILES (5.6
 DF7951'KILOMETERS) TO ITS JUNCTION WITH WAKE BOND ROAD AND THE MARK ON THE
 DF7951'LEFT. MARK IS
 DF7951'LOCATED 3.0 FEET (0.9 METERS) WEST OF CENTERLINE OF HIGHWAY 223, 40.5
 DF7951'FEET (12.3 METERS)
 DF7951'NORTH OF THE CENTERLINE OF WAKE BOND ROAD, 111.0 FEET (33.8 METERS)
 DF7951'EAST OF A GUYED
 DF7951'POWER POLE AND 2.0 FEET (0.6 METERS) EAST OF A CARSONITE WITNESS POST.
 DF7951'A STAINLESS STEEL
 DF7951'ROD WITH A DRILLED DATUM POINT UNDER AN ACCESS COVER STAMPED GR
 DF7951'35308900 2002 FLUSH
 DF7951'WITH THE GROUND. MONUMENT IS RECESSED 15 CENTIMETERS BELOW ACCESS
 DF7951'COVER.
 DF7951'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7950 ***********************************************************************
 DF7950  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7950  DESIGNATION -  GR 35308930
 DF7950  PID         -  DF7950
 DF7950  STATE/COUNTY-  TN/TIPTON
 DF7950  USGS QUAD   -  GIFT (1983)
 DF7950
 DF7950                         *CURRENT SURVEY CONTROL
 DF7950  ___________________________________________________________________
 DF7950* NAD 83(1995)-  35 30 10.42102(N)    089 30 30.78440(W)     ADJUSTED  
 DF7950* NAVD 88     -       111.79   (meters)     366.8    (feet)  GPS OBS   
 DF7950  ___________________________________________________________________
 DF7950  X           -      44,587.291 (meters)                     COMP
 DF7950  Y           -  -5,198,102.116 (meters)                     COMP
 DF7950  Z           -   3,683,478.411 (meters)                     COMP
 DF7950  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 DF7950  ELLIP HEIGHT-          84.32  (meters)          (09/08/03) GPS OBS
 DF7950  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DF7950
 DF7950  HORZ ORDER  -  B
 DF7950  ELLP ORDER  -  FOURTH    CLASS I
 DF7950
 DF7950.The horizontal coordinates were established by GPS observations
 DF7950.and adjusted by the National Geodetic Survey in September 2003..
 DF7950
 DF7950.The orthometric height was determined by GPS observations and a
 DF7950.high-resolution geoid model using precise GPS observation and
 DF7950.processing techniques.
 DF7950
 DF7950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7950
 DF7950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7950
 DF7950.The ellipsoidal height was determined by GPS observations
 DF7950.and is referenced to NAD 83.
 DF7950
 DF7950.The geoid height was determined by GEOID03.
 DF7950
 DF7950;                    North         East     Units Scale Factor Converg.
 DF7950;SPC TN       -   135,467.046   281,762.020   MT  0.99996501   -2 03 14.6
 DF7950;SPC TN       -   444,444.80    924,414.23   sFT  0.99996501   -2 03 14.6
 DF7950;UTM  16      - 3,931,708.142   272,476.017   MT  1.00023798   -1 27 26.8
 DF7950
 DF7950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7950!SPC TN       -   0.99998677  x   0.99996501  =   0.99995178
 DF7950!UTM  16      -   0.99998677  x   1.00023798  =   1.00022474
 DF7950
 DF7950                          SUPERSEDED SURVEY CONTROL
 DF7950
 DF7950.No superseded survey control is available for this station.
 DF7950
 DF7950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7247631708(NAD 83)
 DF7950_MARKER: DD = SURVEY DISK
 DF7950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7950_STAMPING: GR 35308930 2002
 DF7950_MARK LOGO: USACE 
 DF7950_PROJECTION: FLUSH
 DF7950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7950+STABILITY: POSITION/ELEVATION WELL
 DF7950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7950+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DF7950_ROD/PIPE-DEPTH: 18.8 meters
 DF7950_SLEEVE-DEPTH  : 0.9 meters
 DF7950
 DF7950  HISTORY     - Date     Condition        Report By
 DF7950  HISTORY     - 20020311 MONUMENTED       USACE
 DF7950  HISTORY     - 20030707 GOOD             EMCINC
 DF7950
 DF7950                          STATION DESCRIPTION
 DF7950
 DF7950'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7950'MARK IS LOCATED 0.5 MILES (0.8 KILOMETERS) NORTH OF CHARLESTON,
 DF7950'TENNESSEE. TO REACH THE
 DF7950'MARK FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY 54 AND TENNESSE
 DF7950'STATE HIGHWAY 179,
 DF7950'1.0 MILE (1.6 KILOMETERS) EAST OF COVINGTON, TENNESSEE, PROCEED
 DF7950'SOUTHEAST ALONG
 DF7950'TENNESSEE STATE HIGHWAY 179 FOR 5.8 MILES (9.3 KILOMETERS) TO ITS
 DF7950'INTERSECTION WITH
 DF7950'TENNESSEE STATE HIGHWAY 14. CONTINUE SOUTHEAST ALONG TENNESSE STATE
 DF7950'HIGHWAY 179 FOR
 DF7950'3.2 MILES (5.1 KILOMETERS) TO THE CHARLESTON METHODIST CHURCH ON THE
 DF7950'RIGHT AND
 DF7950'CHARLESTON GIN ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTH ALONG
 DF7950'CHARLESTON GIN
 DF7950'ROAD FOR 0.5 MILES (0.8 KILOMETERS) TO ITS T-INTERSECTION WITH BAXTER
 DF7950'LOOP ROAD AND THE
 DF7950'MARK ON THE NORTH SIDE OF BAXTER LOOP ROAD ON THE LEFT. MARK IS
 DF7950'LOCATED 27.0 FEET (8.2
 DF7950'METERS) NORTH OF CENTERLINE OF BAXTER LOOP ROAD, 61.0 FEET (18.6
 DF7950'METERS)
 DF7950'WEST-NORTHWEST OF THE CENTERLINE OF THE JUNCTION OF BAXTER LOOP ROAD
 DF7950'AND
 DF7950'CHARLESTON GIN ROAD, 98.0 FEET (29.9 METERS) WEST-NORTHWEST OF A STOP
 DF7950'SIGN AND 38.0 FEET
 DF7950'(11.6 METERS) WEST OF THE CENTERLINE OF A FIELD ENTRANCE. A STAINLESS
 DF7950'STEEL ROD WITH A
 DF7950'DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7950'STAMPED GR 35308930
 DF7950'2002 FLUSH WITH GROUND. MONUMENT IS RECESSED 15 CENTIMETERS BELOW
 DF7950'ACCESS COVER.
 DF7950'
 DF7950
 DF7950                          STATION RECOVERY (2003)
 DF7950
 DF7950'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7950'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7949 ***********************************************************************
 DF7949  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7949  DESIGNATION -  GR 35309000
 DF7949  PID         -  DF7949
 DF7949  STATE/COUNTY-  TN/TIPTON
 DF7949  USGS QUAD   -  DRUMMONDS (1983)
 DF7949
 DF7949                         *CURRENT SURVEY CONTROL
 DF7949  ___________________________________________________________________
 DF7949* NAD 83(1995)-  35 29 30.46658(N)    089 59 04.22841(W)     ADJUSTED  
 DF7949* NAVD 88     -        73.17   (meters)     240.1    (feet)  GPS OBS   
 DF7949  ___________________________________________________________________
 DF7949  X           -       1,405.743 (meters)                     COMP
 DF7949  Y           -  -5,198,976.712 (meters)                     COMP
 DF7949  Z           -   3,682,453.453 (meters)                     COMP
 DF7949  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DF7949  ELLIP HEIGHT-          45.68  (meters)          (09/08/03) GPS OBS
 DF7949  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DF7949
 DF7949  HORZ ORDER  -  B
 DF7949  ELLP ORDER  -  FOURTH    CLASS I
 DF7949
 DF7949.The horizontal coordinates were established by GPS observations
 DF7949.and adjusted by the National Geodetic Survey in September 2003..
 DF7949
 DF7949.The orthometric height was determined by GPS observations and a
 DF7949.high-resolution geoid model using precise GPS observation and
 DF7949.processing techniques.
 DF7949
 DF7949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7949
 DF7949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7949
 DF7949.The ellipsoidal height was determined by GPS observations
 DF7949.and is referenced to NAD 83.
 DF7949
 DF7949.The geoid height was determined by GEOID03.
 DF7949
 DF7949;                    North         East     Units Scale Factor Converg.
 DF7949;SPC TN       -   135,889.334   238,563.383   MT  0.99996614   -2 19 57.7
 DF7949;SPC TN       -   445,830.26    782,686.70   sFT  0.99996614   -2 19 57.7
 DF7949;UTM  16      - 3,931,679.744   229,257.988   MT  1.00050341   -1 44 01.7
 DF7949;UTM  15      - 3,931,765.294   773,553.617   MT  1.00052227   +1 45 06.6
 DF7949
 DF7949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7949!SPC TN       -   0.99999283  x   0.99996614  =   0.99995897
 DF7949!UTM  16      -   0.99999283  x   1.00050341  =   1.00049624
 DF7949!UTM  15      -   0.99999283  x   1.00052227  =   1.00051510
 DF7949
 DF7949                          SUPERSEDED SURVEY CONTROL
 DF7949
 DF7949.No superseded survey control is available for this station.
 DF7949
 DF7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2925831680(NAD 83)
 DF7949_MARKER: DD = SURVEY DISK
 DF7949_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7949_STAMPING: GR 35309000 2002
 DF7949_MARK LOGO: USACE 
 DF7949_PROJECTION: FLUSH
 DF7949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7949+STABILITY: POSITION/ELEVATION WELL
 DF7949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7949+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 DF7949_ROD/PIPE-DEPTH: 17.4 meters
 DF7949_SLEEVE-DEPTH  : 0.9 meters
 DF7949
 DF7949  HISTORY     - Date     Condition        Report By
 DF7949  HISTORY     - 20020311 MONUMENTED       USACE
 DF7949  HISTORY     - 20030724 GOOD             EMCINC
 DF7949
 DF7949                          STATION DESCRIPTION
 DF7949
 DF7949'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7949'MARK IS LOCATED 22.0 MILES (35.4 KILOMETERS) WEST OF COVINGTON,
 DF7949'TENNESSEE. TO REACH THE
 DF7949'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND TENNESSEE STATE
 DF7949'HIGHWAY 59W IN
 DF7949'COVINGTON, TENNESSEE, PROCEED WEST ALONG TENNESSEE STATE HIGHWAY 59W
 DF7949'FOR 18.65 MILES
 DF7949'(30.0 KILOMETERS) TO WHERE HIGHWAY 59 PROCEEDS STRAIGHT AHEAD TO A
 DF7949'DEAD END AT THE
 DF7949'MISSISSIPPI RIVER AND A PAVED ROAD TO THE LEFT LEADS TO THE U.S. ARMY
 DF7949'CORPS OF ENGINEERS
 DF7949'RICHARDSON LANDING CASTING FIELD. TURN LEFT AND PROCEED ALONG PAVED
 DF7949'ROAD PAST CASTING
 DF7949'FIELD FOR 0.65 MILES (1.0 KILOMETER) TO A PAVED ROAD ON THE RIGHT
 DF7949'LEADING TO DAVALLS
 DF7949'LANDING BOAT RAMP. TURN RIGHT AND PROCEED ALONG PAVED ROAD FOR 0.9
 DF7949'MILES (1.4
 DF7949'KILOMETERS) TO THE DAVALLS LANDING BOAT RAMP.  AT THIS POINT PAVEMENT
 DF7949'TURNS TO GRAVEL.
 DF7949'CONTINUE ALONG GRAVEL ROAD, LOCALLY KNOWN AS COON VALLEY ROAD, FOR
 DF7949'2.85 MILES (4.6
 DF7949'KILOMETERS) TO A GRAVEL FIELD ROAD ON THE RIGHT AND THE MARK
 DF7949'APPROXIMATELY 75.0 FEET
 DF7949'(22.9 METERS) AHEAD ON THE LEFT. MARK IS LOCATED 18.5 FEET (5.6
 DF7949'METERS) EAST OF THE
 DF7949'CENTERLINE OF COON VALLEY ROAD, 18.5 FEET (5.6 METERS) SOUTH OF
 DF7949'JUNCTION OF COON VALLEY
 DF7949'ROAD AND EAST-WEST FIELD ROAD AND SET DIRECTLY ON AN EAST-WEST
 DF7949'PROPERTY LINE. A
 DF7949'STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC
 DF7949'UNDER AN ACCESS
 DF7949'COVER STAMPED GR 35309000 2002. ACCESS COVER FLUSH WITH GROUND. MARK
 DF7949'IS RECESSED 15
 DF7949'CENTIMETERS BELOW ACCESS COVER.
 DF7949'
 DF7949
 DF7949                          STATION RECOVERY (2003)
 DF7949
 DF7949'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7949'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7969 ***********************************************************************
 DF7969  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7969  DESIGNATION -  GR 36008900
 DF7969  PID         -  DF7969
 DF7969  STATE/COUNTY-  TN/GIBSON
 DF7969  USGS QUAD   -  BRAZIL (1964)
 DF7969
 DF7969                         *CURRENT SURVEY CONTROL
 DF7969  ___________________________________________________________________
 DF7969* NAD 83(1995)-  35 59 43.31659(N)    089 00 35.04203(W)     ADJUSTED  
 DF7969* NAVD 88     -       104.21   (meters)     341.9    (feet)  GPS OBS   
 DF7969  ___________________________________________________________________
 DF7969  X           -      89,287.885 (meters)                     COMP
 DF7969  Y           -  -5,165,590.903 (meters)                     COMP
 DF7969  Z           -   3,727,820.339 (meters)                     COMP
 DF7969  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DF7969  ELLIP HEIGHT-          76.03  (meters)          (09/08/03) GPS OBS
 DF7969  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DF7969
 DF7969  HORZ ORDER  -  B
 DF7969  ELLP ORDER  -  FOURTH    CLASS I
 DF7969
 DF7969.The horizontal coordinates were established by GPS observations
 DF7969.and adjusted by the National Geodetic Survey in September 2003..
 DF7969
 DF7969.The orthometric height was determined by GPS observations and a
 DF7969.high-resolution geoid model using precise GPS observation and
 DF7969.processing techniques.
 DF7969
 DF7969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7969
 DF7969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7969
 DF7969.The ellipsoidal height was determined by GPS observations
 DF7969.and is referenced to NAD 83.
 DF7969
 DF7969.The geoid height was determined by GEOID03.
 DF7969
 DF7969;                    North         East     Units Scale Factor Converg.
 DF7969;SPC TN       -   188,573.672   328,671.121   MT  0.99995235   -1 45 43.3
 DF7969;SPC TN       -   618,678.79  1,078,315.17   sFT  0.99995235   -1 45 43.3
 DF7969;UTM  16      - 3,985,302.155   318,845.278   MT  1.00000438   -1 10 53.3
 DF7969
 DF7969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7969!SPC TN       -   0.99998807  x   0.99995235  =   0.99994042
 DF7969!UTM  16      -   0.99998807  x   1.00000438  =   0.99999245
 DF7969
 DF7969                          SUPERSEDED SURVEY CONTROL
 DF7969
 DF7969.No superseded survey control is available for this station.
 DF7969
 DF7969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1884585302(NAD 83)
 DF7969_MARKER: F = FLANGE-ENCASED ROD
 DF7969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7969_STAMPING: GR 36008900 2002
 DF7969_MARK LOGO: USACE 
 DF7969_PROJECTION: FLUSH
 DF7969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7969+STABILITY: POSITION/ELEVATION WELL
 DF7969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7969+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 DF7969_ROD/PIPE-DEPTH:  9.7 meters
 DF7969_SLEEVE-DEPTH  :  0.9 meters
 DF7969
 DF7969  HISTORY     - Date     Condition        Report By
 DF7969  HISTORY     - 20020314 MONUMENTED       USACE
 DF7969
 DF7969                          STATION DESCRIPTION
 DF7969
 DF7969'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7969'MARK IS LOCATED 4.0 MILES (6.4 KILOMETERS) WEST OF TRENTON, TENNESSEE.
 DF7969'TO REACH MARK
 DF7969'FROM THE INTERSECTION OF U.S. HIGHWAY 45W AND TENNESSEE STATE HIGHWAY
 DF7969'104 AT THE
 DF7969'SOUTHWEST CORNER OF THE COURTHOUSE IN TRENTON, TENNESSEE, PROCEED WEST
 DF7969'ALONG
 DF7969'TENNESSEE STATE HIGHWAY 104 FOR 1.6 MILES (2.6 KILOMETERS) TO THE
 DF7969'INTERSECTION OF
 DF7969'TENNESSEE STATE HIGHWAY 104 TO THE RIGHT, TENNESSEE STATE HIGHWAY 104A
 DF7969'TO THE LEFT
 DF7969'AND OLD HIGHWAY 104 STRAIGHT AHEAD. TURN RIGHT AND PROCEED NORTH AND
 DF7969'EAST ALONG
 DF7969'TENNESSEE STATE HIGHWAY 104 FOR 2.6 MILES (4.2 KILOMETERS) TO ITS
 DF7969'INTERSECTION WITH JOHN
 DF7969'JETTON ROAD AND THE MARK ON THE RIGHT. MARK IS LOCATED 84.0 FEET (25.6
 DF7969'METERS) NORTH OF
 DF7969'CENTERLINE HIGHWAY 104 WESTBOUND LANE, 58.2 FEET (17.7 METERS) WEST OF
 DF7969'CENTERLINE OF
 DF7969'JOHN JETTON ROAD, 2.3 FEET (0.7 METERS) WEST OF A HIGHWAY RIGHT OF WAY
 DF7969'MARKER AND
 DF7969'CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM
 DF7969'POINT ENCASED IN 1
 DF7969'INCH PVC UNDER AN ACCESS COVER STAMPED GR 36008900 2002 FLUSH WITH
 DF7969'GROUND. MARK IS
 DF7969'RECESSED 20 CENTIMETERS BELOW ACCESS COVER.
 DF7969'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7947 ***********************************************************************
 DF7947  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7947  DESIGNATION -  GR 36008930
 DF7947  PID         -  DF7947
 DF7947  STATE/COUNTY-  TN/DYER
 DF7947  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 DF7947
 DF7947                         *CURRENT SURVEY CONTROL
 DF7947  ___________________________________________________________________
 DF7947* NAD 83(1995)-  36 00 24.03559(N)    089 30 12.89639(W)     ADJUSTED  
 DF7947* NAVD 88     -        80.10   (meters)     262.8    (feet)  GPS OBS   
 DF7947  ___________________________________________________________________
 DF7947  X           -      44,754.879 (meters)                     COMP
 DF7947  Y           -  -5,165,411.400 (meters)                     COMP
 DF7947  Z           -   3,728,821.501 (meters)                     COMP
 DF7947  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DF7947  ELLIP HEIGHT-          51.90  (meters)          (09/08/03) GPS OBS
 DF7947  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DF7947
 DF7947  HORZ ORDER  -  B
 DF7947  ELLP ORDER  -  FOURTH    CLASS I
 DF7947
 DF7947.The horizontal coordinates were established by GPS observations
 DF7947.and adjusted by the National Geodetic Survey in September 2003..
 DF7947
 DF7947.The orthometric height was determined by GPS observations and a
 DF7947.high-resolution geoid model using precise GPS observation and
 DF7947.processing techniques.
 DF7947
 DF7947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7947
 DF7947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7947
 DF7947.The ellipsoidal height was determined by GPS observations
 DF7947.and is referenced to NAD 83.
 DF7947
 DF7947.The geoid height was determined by GEOID03.
 DF7947
 DF7947;                    North         East     Units Scale Factor Converg.
 DF7947;SPC TN       -   191,309.278   284,213.057   MT  0.99995292   -2 03 04.1
 DF7947;SPC TN       -   627,653.86    932,455.67   sFT  0.99995292   -2 03 04.1
 DF7947;UTM  16      - 3,987,588.225   274,354.733   MT  1.00022742   -1 28 20.7
 DF7947
 DF7947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7947!SPC TN       -   0.99999185  x   0.99995292  =   0.99994477
 DF7947!UTM  16      -   0.99999185  x   1.00022742  =   1.00021927
 DF7947
 DF7947                          SUPERSEDED SURVEY CONTROL
 DF7947
 DF7947.No superseded survey control is available for this station.
 DF7947
 DF7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7435587588(NAD 83)
 DF7947_MARKER: DD = SURVEY DISK
 DF7947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7947_STAMPING: GR 36008930 2002
 DF7947_MARK LOGO: USACE 
 DF7947_PROJECTION: FLUSH
 DF7947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7947+STABILITY: POSITION/ELEVATION WELL
 DF7947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7947+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 DF7947_ROD/PIPE-DEPTH: 23.7 meters
 DF7947_SLEEVE-DEPTH  : 1.3 meters
 DF7947
 DF7947  HISTORY     - Date     Condition        Report By
 DF7947  HISTORY     - 20020314 MONUMENTED       USACE
 DF7947  HISTORY     - 20030708 GOOD             EMCINC
 DF7947  HISTORY     - 20050606 GOOD             USACE
 DF7947
 DF7947                          STATION DESCRIPTION
 DF7947
 DF7947'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7947'MARK IS LOCATED 2.5 MILES (4.0 KILOMETERS) SOUTHWEST OF FINLEY,
 DF7947'TENNESSEE. TO REACH THE
 DF7947'MARK FROM THE POST OFFICE DRIVEWAY AT THE INTERSECTION OF TENNESSEE
 DF7947'STATE HIGHWAY 104
 DF7947'AND PECAN STREET IN FINLEY, TENNESSEE, PROCEED WEST ALONG TENNESSEE
 DF7947'STATE HIGHWAY 104
 DF7947'FOR 1.0 MILE (1.6 KILOMETERS) TO ITS INTERSECTION WITH TENNESSEE STATE
 DF7947'HIGHWAY 182 TO THE
 DF7947'RIGHT AND RICHWOOD ROAD TO THE LEFT. TURN LEFT AND PROCEED SOUTH ALONG
 DF7947'RICHWOOD
 DF7947'ROAD FOR 1.9 MILES (3.1 KILOMETERS) TO A Y-INTERSECTION AT MISS KELLY
 DF7947'LOOP ROAD. PROCEED
 DF7947'SOUTH ALONG MISS KELLY LOOP ROAD FOR 0.15 MILES (0.2 KILOMETERS) TO
 DF7947'ITS INTERSECTION WITH
 DF7947'LOVEJOY ROAD TO THE LEFT. TURN LEFT AND PROCEED EAST ALONG LOVEJOY
 DF7947'ROAD FOR 0.15 MILES
 DF7947'(0.2 KILOMETERS) AND THE MARK ON THE RIGHT. MARK IS LOCATED 159.0 FEET
 DF7947'(48.5 METERS)
 DF7947'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 19.5 FEET (5.9
 DF7947'METERS) SOUTH OF
 DF7947'THE CENTERLINE OF LOVEJOY ROAD AND 5.8 FEET (1.8 METERS) NORTH OF A
 DF7947'POWER POLE AND
 DF7947'CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM
 DF7947'POINT ENCASED IN 1
 DF7947'INCH PVC UNDER AN ACCESS COVER STAMPED GR 36008930 2002. MARK IS
 DF7947'RECESSED 10
 DF7947'CENTIMETERS BELOW ACCESS COVER.
 DF7947'
 DF7947
 DF7947                          STATION RECOVERY (2003)
 DF7947
 DF7947'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7947'RECOVERED AS DESCRIBED.
 DF7947
 DF7947                          STATION RECOVERY (2005)
 DF7947
 DF7947'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 DF7947'ACCESS COVER FLAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1220 ***********************************************************************
 FE1220  DESIGNATION -  GRAHAMWOOD
 FE1220  PID         -  FE1220
 FE1220  STATE/COUNTY-  TN/SHELBY
 FE1220  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1220
 FE1220                         *CURRENT SURVEY CONTROL
 FE1220  ___________________________________________________________________
 FE1220* NAD 83(1995)-  35 08 58.10246(N)    089 55 42.08813(W)     ADJUSTED  
 FE1220* NAVD 88     -        85.940  (meters)     281.95   (feet)  ADJUSTED  
 FE1220  ___________________________________________________________________
 FE1220  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE1220  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1220  DYNAMIC HT  -          85.862 (meters)     281.70  (feet)  COMP
 FE1220  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1220
 FE1220  HORZ ORDER  -  SECOND
 FE1220  VERT ORDER  -  SECOND    CLASS 0
 FE1220
 FE1220.The horizontal coordinates were established by classical geodetic methods
 FE1220.and adjusted by the National Geodetic Survey in April 1999..
 FE1220
 FE1220.The orthometric height was determined by differential leveling
 FE1220.and adjusted by the National Geodetic Survey in June 1991..
 FE1220
 FE1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1220
 FE1220.The geoid height was determined by GEOID03.
 FE1220
 FE1220.The dynamic height is computed by dividing the NAVD 88
 FE1220.geopotential number by the normal gravity value computed on the
 FE1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1220.degrees latitude (g = 980.6199 gals.).
 FE1220
 FE1220.The modeled gravity was interpolated from observed gravity values.
 FE1220
 FE1220;                    North         East     Units Scale Factor Converg.
 FE1220;SPC TN       -    97,734.842   242,129.977   MT  1.00001926   -2 17 59.3
 FE1220;SPC TN       -   320,651.73    794,388.10   sFT  1.00001926   -2 17 59.3
 FE1220;UTM  16      - 3,893,546.026   233,229.872   MT  1.00047716   -1 41 12.8
 FE1220;UTM  15      - 3,893,939.989   779,827.322   MT  1.00056514   +1 46 10.3
 FE1220
 FE1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1220!SPC TN       -   0.99999080  x   1.00001926  =   1.00001006
 FE1220!UTM  16      -   0.99999080  x   1.00047716  =   1.00046796
 FE1220!UTM  15      -   0.99999080  x   1.00056514  =   1.00055594
 FE1220
 FE1220:                Primary Azimuth Mark                     Grid Az
 FE1220:SPC TN       -  MEMPHIS TV STA WMCT MAST                 062 34 58.6
 FE1220:UTM  16      -  MEMPHIS TV STA WMCT MAST                 061 58 12.1
 FE1220:UTM  15      -  MEMPHIS TV STA WMCT MAST                 058 30 49.0
 FE1220
 FE1220|---------------------------------------------------------------------|
 FE1220| PID    Reference Object                     Distance      Geod. Az  |
 FE1220|                                                           dddmmss.s |
 FE1220| FE2579 MEMPHIS TV STA WMCT MAST            APPROX. 4.4 KM 0601659.3 |
 FE1220| FE1480 WHITE 2                             APPROX. 6.4 KM 1402041.0 |
 FE1220| FE2568 MEMPHIS SHEAHAN PUMP STA STACK      APPROX. 3.7 KM 1835951.8 |
 FE1220| FE1219 GRAHAMWOOD RM 1                      25.486 METERS 19845     |
 FE1220| CG3392 GRAHAMWOOD AZ MK                                   2730140.6 |
 FE1220| FE1218 GRAHAMWOOD RM 2                      28.357 METERS 28301     |
 FE1220| FE2578 MEMPHIS RAD STA KIH 209 MAST        APPROX. 4.2 KM 2904815.9 |
 FE1220|---------------------------------------------------------------------|
 FE1220
 FE1220                          SUPERSEDED SURVEY CONTROL
 FE1220
 FE1220  NAD 83(1995)-  35 08 58.10508(N)    089 55 42.08709(W) AD(       ) 2
 FE1220  NAD 83(1995)-  35 08 58.10779(N)    089 55 42.08774(W) AD(       ) 2
 FE1220  NAD 83(1986)-  35 08 58.11291(N)    089 55 42.08887(W) AD(       ) 2
 FE1220  NAD 27      -  35 08 57.79190(N)    089 55 41.77240(W) AD(       ) 2
 FE1220  NGVD 29 (??/??/??)   85.918  (m)          281.88   (f) ADJUSTED    2 0
 FE1220
 FE1220.Superseded values are not recommended for survey control.
 FE1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1220.See file dsdata.txt to determine how the superseded data were derived.
 FE1220
 FE1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3323093546(NAD 83)
 FE1220_MARKER: DS = TRIANGULATION STATION DISK
 FE1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1220_STAMPING: GRAHAMWOOD 1957
 FE1220_MARK LOGO: CGS   
 FE1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1220+STABILITY: SURFACE MOTION
 FE1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1220+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1987
 FE1220
 FE1220  HISTORY     - Date     Condition        Report By
 FE1220  HISTORY     - 1958     MONUMENTED       CGS
 FE1220  HISTORY     - 1959     GOOD             CGS
 FE1220  HISTORY     - 1959     GOOD             CGS
 FE1220  HISTORY     - 19870522 GOOD             NGS
 FE1220  HISTORY     - 1989     GOOD             USPSQD
 FE1220  HISTORY     - 19950612 GOOD             TN1620
 FE1220  HISTORY     - 20021015 POOR             USACE
 FE1220
 FE1220                          STATION DESCRIPTION
 FE1220
 FE1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1220'THE STATION IS LOCATED AT THE GRAHAMWOOD SCHOOL IN THE NORTHEAST
 FE1220'SECTION OF MEMPHIS, IT IS NORTHWEST OF THE INTERSECTION OF SUMMER
 FE1220'AVENUE AND GRAHAM STREET.  IT IS 61 FEET SOUTH OF THE SOUTH EDGE OF A
 FE1220'PARKING AREA, 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE1220'SCHOOL BUILDING, 86 FEET EAST NORTHEAST OF A FLAGPOLE AND 99 FEET
 FE1220'WEST OF THE CENTERLINE OF GRAHAM STREET.  THE MONUMENT IS FLUSH
 FE1220'AND THE DISK IS STAMPED GRAHAMWOOD 1957.
 FE1220'
 FE1220'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON SUMMER AVENUE
 FE1220'FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS 151 FEET NORTH OF THE
 FE1220'CENTERLINE OF SUMMER AVENUE.
 FE1220'
 FE1220'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE NORTH EDGE OF A SIDEWALK, 12
 FE1220'FEET NORTHEAST OF A POWER POLE AND 79 FEET SOUTHEAST OF THE
 FE1220'FLAGPOLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRAHAMWOOD
 FE1220'NO 1 1957.
 FE1220'
 FE1220'REFERENCE MARK 2 IS 36 FEET SOUTH OF THE SOUTH SIDE OF SCHOOL
 FE1220'BUILDING, 36 FEET EAST OF THE EAST EDGE OF A SCHOOL SIDEWALK
 FE1220'AND 45 FEET NORTH OF THE FLAGPOLE.  THE MONUMENT IS FLUSH AND THE
 FE1220'DISK IS STAMPED GRAHAMWOOD NO 2 1957.
 FE1220'
 FE1220'THE AZIMUTH MARK IS 151 FEET NORTH OF THE CENTERLINE OF SUMMER
 FE1220'AVENUE, 1 FOOT EAST OF A HEDGE ROW, 1 FOOT SOUTH OF A WHITE
 FE1220'WITNESS POST AND 12 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 FE1220'GARAGE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRAHAMWOOD
 FE1220'1957.
 FE1220'
 FE1220'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE1220
 FE1220                          STATION RECOVERY (1959)
 FE1220
 FE1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1220'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FE1220'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FE1220'CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE.
 FE1220
 FE1220                          STATION RECOVERY (1959)
 FE1220
 FE1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1220'IN MEMPHIS.
 FE1220'THE STATION IS LOCATED AT THE GRAHAMWOOD SCHOOL IN THE NORTHEAST
 FE1220'SECTION OF MEMPHIS, AND IS NORTHWEST OF THE INTERSECTION OF
 FE1220'SUMMER AVENUE AND GRAHAM STREET.  IT IS 61 FEET SOUTH OF THE
 FE1220'SOUTH EDGE OF A PARKING LOT, 53 FEET SOUTHEAST OF A FLAGPOLE,
 FE1220'AND 99 FEET WEST OF THE CENTERLINE OF GRAHAM STREET.  IT IS 1
 FE1220'MILE EAST OF STATION HIGH.  IT IS A STANDARD STATION DISK
 FE1220'CEMENTED IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH.
 FE1220
 FE1220                          STATION RECOVERY (1987)
 FE1220
 FE1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW)
 FE1220'ANOTHER ALIAS IS NN 153. STATION IS AT GRAHAMWOOD ELEMENTARY SCHOOL IN
 FE1220'MEMPHIS, TENNESSEE. STATION IS 6.8 MI (10.9 KM) EAST OF PHELPS COUNTY
 FE1220'COURTHOUSE.  TO ACCESS FROM INTERCHANGE 8 OF SAM COOPER BOULEVARD
 FE1220'(FUTURE INTERSTATE ROUTE 40) , GO NORTH ON GRAHAM STREET, 0.2 MI (0.3
 FE1220'KM) TO STATION ON WEST, LEFT.  STATION IS IN SOUTHEAST LAWN OF
 FE1220'GRAHAMWOOD ELEMENTARY SCHOOL (3950 SUMMER AVENUE) .  STATION IS 17.4 M
 FE1220'(57.1 FT) SOUTHEAST OF CENTER OF SOUTHEAST DOUBLE DOORS, 17.7 M (58.1
 FE1220'FT) WEST OF WEST EDGE OF WEST SIDEWALK OF GRAHAM STREET, 25.0 M (82.0
 FE1220'FT) NORTH OF NORTH EDGE OF NORTH SIDEWALK OF SUMMER AVENUE (ROUTES US
 FE1220'64, 70 AND 79 AND TN 1) , 26.4 M (86.6 FT) EAST NORTHEAST OF A
 FE1220'FLAGPOLE, 6.2 M (20.3 FT) WEST OF TREE, 9.5 M (31.2 FT) NORTHWEST OF
 FE1220'ANOTHER TREE, AND 18.6 M (61.0 FT) SOUTH OF SOUTH EDGE OF PARKING LOT.
 FE1220'STATION IS OVER TRIANGULATION DISK SET IN 9 INCH BY 9 INCH CONCRETE
 FE1220'POST FLUSH WITH GROUND.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
 FE1220
 FE1220                          STATION RECOVERY (1989)
 FE1220
 FE1220'RECOVERY NOTE BY US POWER SQUADRON 1989 (DV)
 FE1220'RECOVERED IN GOOD CONDITION.
 FE1220
 FE1220                          STATION RECOVERY (1995)
 FE1220
 FE1220'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1220'RECOVERED IN GOOD CONDITION.
 FE1220
 FE1220                          STATION RECOVERY (2002)
 FE1220
 FE1220'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1220'FOUND CONCRETE WITH DISK SHEARED OFF, STEM STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1219 ***********************************************************************
 FE1219  CBN         -  This is a Cooperative Base Network Control Station.
 FE1219  DESIGNATION -  GRAHAMWOOD RM 1
 FE1219  PID         -  FE1219
 FE1219  STATE/COUNTY-  TN/SHELBY
 FE1219  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1219
 FE1219                         *CURRENT SURVEY CONTROL
 FE1219  ___________________________________________________________________
 FE1219* NAD 83(1995)-  35 08 57.31936(N)    089 55 42.41177(W)     ADJUSTED  
 FE1219* NAVD 88     -        85.942  (meters)     281.96   (feet)  ADJUSTED  
 FE1219  ___________________________________________________________________
 FE1219  X           -       6,520.052 (meters)                     COMP
 FE1219  Y           -  -5,220,955.341 (meters)                     COMP
 FE1219  Z           -   3,651,452.326 (meters)                     COMP
 FE1219  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE1219  ELLIP HEIGHT-          58.58  (meters)          (08/03/04) GPS OBS
 FE1219  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1219  DYNAMIC HT  -          85.864 (meters)     281.71  (feet)  COMP
 FE1219  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1219
 FE1219  HORZ ORDER  -  A
 FE1219  VERT ORDER  -  SECOND    CLASS 0
 FE1219  ELLP ORDER  -  FOURTH    CLASS I
 FE1219
 FE1219.The horizontal coordinates were established by GPS observations
 FE1219.and adjusted by the National Geodetic Survey in August 2004..
 FE1219
 FE1219.The orthometric height was determined by differential leveling
 FE1219.and adjusted by the National Geodetic Survey in June 1991..
 FE1219
 FE1219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1219
 FE1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1219
 FE1219.The ellipsoidal height was determined by GPS observations
 FE1219.and is referenced to NAD 83.
 FE1219
 FE1219.The geoid height was determined by GEOID03.
 FE1219
 FE1219.The dynamic height is computed by dividing the NAVD 88
 FE1219.geopotential number by the normal gravity value computed on the
 FE1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1219.degrees latitude (g = 980.6199 gals.).
 FE1219
 FE1219.The modeled gravity was interpolated from observed gravity values.
 FE1219
 FE1219;                    North         East     Units Scale Factor Converg.
 FE1219;SPC TN       -    97,711.056   242,120.823   MT  1.00001931   -2 17 59.5
 FE1219;SPC TN       -   320,573.69    794,358.07   sFT  1.00001931   -2 17 59.5
 FE1219;UTM  16      - 3,893,522.133   233,220.969   MT  1.00047722   -1 41 12.9
 FE1219;UTM  15      - 3,893,915.600   779,819.875   MT  1.00056509   +1 46 10.1
 FE1219
 FE1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1219!SPC TN       -   0.99999081  x   1.00001931  =   1.00001011
 FE1219!UTM  16      -   0.99999081  x   1.00047722  =   1.00046802
 FE1219!UTM  15      -   0.99999081  x   1.00056509  =   1.00055589
 FE1219
 FE1219                          SUPERSEDED SURVEY CONTROL
 FE1219
 FE1219  NAVD 88 (08/03/04)   85.94   (m)          282.0    (f) LEVELING    3  
 FE1219  NGVD 29 (??/??/??)   85.919  (m)          281.89   (f) ADJUSTED    2 0
 FE1219
 FE1219.Superseded values are not recommended for survey control.
 FE1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1219.See file dsdata.txt to determine how the superseded data were derived.
 FE1219
 FE1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3322193522(NAD 83)
 FE1219_MARKER: DR = REFERENCE MARK DISK
 FE1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1219_STAMPING: GRAHAMWOOD NO 1 1957
 FE1219_MARK LOGO: CGS   
 FE1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1219+STABILITY: SURFACE MOTION
 FE1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1219+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE1219
 FE1219  HISTORY     - Date     Condition        Report By
 FE1219  HISTORY     - 1957     MONUMENTED       CGS
 FE1219  HISTORY     - 1959     GOOD             CGS
 FE1219  HISTORY     - 19950612 GOOD             TN1620
 FE1219  HISTORY     - 20021015 GOOD             USACE
 FE1219  HISTORY     - 20031010 GOOD             TNDT
 FE1219
 FE1219                          STATION DESCRIPTION
 FE1219
 FE1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1219'IN MEMPHIS.
 FE1219'IT IS LOCATED AT THE STATION SITE, AND IS 1 FOOT NORTH OF THE
 FE1219'NORTH EDGE OF A SIDEWALK, 12 FEET NORTHEAST OF A POWERLINE POLE,
 FE1219'79 FEET SOUTHEAST OF THE FLAGPOLE, 83.5 SOUTH OF THE STATION
 FE1219'MARK.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP OF A
 FE1219'CONCRETE MONUMENT WHICH IS FLUSH.
 FE1219
 FE1219                          STATION RECOVERY (1995)
 FE1219
 FE1219'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1219'RECOVERED IN GOOD CONDITION.
 FE1219
 FE1219                          STATION RECOVERY (2002)
 FE1219
 FE1219'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1219'RECOVERED IN GOOD CONDITION.
 FE1219
 FE1219                          STATION RECOVERY (2003)
 FE1219
 FE1219'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE1219'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1218 ***********************************************************************
 FE1218  DESIGNATION -  GRAHAMWOOD RM 2
 FE1218  PID         -  FE1218
 FE1218  STATE/COUNTY-  TN/SHELBY
 FE1218  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1218
 FE1218                         *CURRENT SURVEY CONTROL
 FE1218  ___________________________________________________________________
 FE1218* NAD 83(1986)-  35 08 57.     (N)    089 55 42.     (W)     SCALED    
 FE1218* NAVD 88     -        85.732  (meters)     281.27   (feet)  ADJUSTED  
 FE1218  ___________________________________________________________________
 FE1218  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FE1218  DYNAMIC HT  -          85.654 (meters)     281.02  (feet)  COMP
 FE1218  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1218
 FE1218  VERT ORDER  -  SECOND    CLASS 0
 FE1218
 FE1218.The horizontal coordinates were scaled from a topographic map and have
 FE1218.an estimated accuracy of +/- 6 seconds.
 FE1218
 FE1218.The orthometric height was determined by differential leveling
 FE1218.and adjusted by the National Geodetic Survey in June 1991..
 FE1218
 FE1218.The geoid height was determined by GEOID03.
 FE1218
 FE1218.The dynamic height is computed by dividing the NAVD 88
 FE1218.geopotential number by the normal gravity value computed on the
 FE1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1218.degrees latitude (g = 980.6199 gals.).
 FE1218
 FE1218.The modeled gravity was interpolated from observed gravity values.
 FE1218
 FE1218;                    North         East    Units  Estimated Accuracy
 FE1218;SPC TN       -    97,700.      242,130.      MT  (+/- 180 meters Scaled)
 FE1218
 FE1218                          SUPERSEDED SURVEY CONTROL
 FE1218
 FE1218  NGVD 29 (??/??/??)   85.709  (m)          281.20   (f) ADJUSTED    2 0
 FE1218
 FE1218.Superseded values are not recommended for survey control.
 FE1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1218.See file dsdata.txt to determine how the superseded data were derived.
 FE1218
 FE1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD332935(NAD 83)
 FE1218_MARKER: DR = REFERENCE MARK DISK
 FE1218_SETTING: 0 = UNSPECIFIED SETTING
 FE1218_STAMPING: GRAHAMWOOD NO 2 1957
 FE1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1218
 FE1218  HISTORY     - Date     Condition        Report By
 FE1218  HISTORY     - 1957     MONUMENTED       CGS
 FE1218  HISTORY     - 1959     GOOD             CGS
 FE1218  HISTORY     - 19950612 GOOD             TN1620
 FE1218  HISTORY     - 20021015 MARK NOT FOUND   USACE
 FE1218
 FE1218                          STATION DESCRIPTION
 FE1218
 FE1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1218'IN MEMPHIS.
 FE1218'THE MARK IS LOCATED AT THE GRAHAMWOOD 1957 STATION SITE, 1 FOOT
 FE1218'NORTH OF THE NORTH EDGE OF A SIDEWALK, 12 FEET NORTHEAST OF A
 FE1218'POWERLINE POLE, 79 FEET SOUTHEAST OF THE FLAGPOLE, 83.5 FEET
 FE1218'SOUTH OF THE STATION MARK.
 FE1218
 FE1218                          STATION RECOVERY (1995)
 FE1218
 FE1218'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1218'RECOVERED IN GOOD CONDITION.
 FE1218
 FE1218                          STATION RECOVERY (2002)
 FE1218
 FE1218'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1218'NEW SIDEWALK PAVED IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2484 ***********************************************************************
 FE2484  DESIGNATION -  GRAND JCT MUNICIPAL TANK
 FE2484  PID         -  FE2484
 FE2484  STATE/COUNTY-  TN/HARDEMAN
 FE2484  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2484
 FE2484                         *CURRENT SURVEY CONTROL
 FE2484  ___________________________________________________________________
 FE2484* NAD 83(1995)-  35 03 00.09964(N)    089 11 09.39594(W)     ADJUSTED  
 FE2484* NAVD 88     -                                                        
 FE2484  ___________________________________________________________________
 FE2484  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FE2484  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE2484
 FE2484  HORZ ORDER  -  THIRD
 FE2484
 FE2484.The horizontal coordinates were established by classical geodetic methods
 FE2484.and adjusted by the National Geodetic Survey in April 1999..
 FE2484
 FE2484
 FE2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2484
 FE2484.The geoid height was determined by GEOID03.
 FE2484
 FE2484;                    North         East     Units Scale Factor Converg.
 FE2484;SPC TN       -    84,249.320   309,377.521   MT  1.00004131   -1 51 54.6
 FE2484;SPC TN       -   276,407.98  1,015,016.08   sFT  1.00004131   -1 51 54.6
 FE2484;SPC MS E     -   615,479.821   267,832.022   MT  0.99996275   -0 12 09.0
 FE2484;SPC MS E     - 2,019,286.71    878,712.23   sFT  0.99996275   -0 12 09.0
 FE2484;UTM  16      - 3,880,775.679   300,633.935   MT  1.00008988   -1 15 20.8
 FE2484
 FE2484                          SUPERSEDED SURVEY CONTROL
 FE2484
 FE2484  NAD 83(1995)-  35 03 00.09962(N)    089 11 09.39589(W) AD(       ) 4
 FE2484  NAD 83(1995)-  35 03 00.11051(N)    089 11 09.39661(W) AD(       ) 4
 FE2484  NAD 83(1986)-  35 03 00.11087(N)    089 11 09.39549(W) AD(       ) 4
 FE2484  NAD 27      -  35 02 59.79352(N)    089 11 09.15399(W) AD(       ) 3
 FE2484
 FE2484.Superseded values are not recommended for survey control.
 FE2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2484.See file dsdata.txt to determine how the superseded data were derived.
 FE2484
 FE2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0063480776(NAD 83)
 FE2484_MARKER: 53 = ELEVATED TANK
 FE2484
 FE2484  HISTORY     - Date     Condition        Report By
 FE2484  HISTORY     - 1966     FIRST OBSERVED   CGS
 FE2484
 FE2484                          STATION DESCRIPTION
 FE2484
 FE2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE2484'STATION IS LOCATED IN BUSINESS SECTION OF GRAND JUNCTION AND IS 1/2
 FE2484'BLOCK NORTH OF THE POST OFFICE.
 FE2484'
 FE2484'STATION IS A METAL WATER TANK PAINTED SILVER, IS SUPPORTED BY 4 LEGS,
 FE2484'IS APPROXIMATELY 135 FEET HIGH AND HAS GRAND JCT., TENN. PAINTED ON
 FE2484'SIDE WITH BLACK LETTERING.
 FE2484'
 FE2484'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0290 ***********************************************************************
 GC0290  DESIGNATION -  GRANT
 GC0290  PID         -  GC0290
 GC0290  STATE/COUNTY-  TN/SMITH
 GC0290  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0290
 GC0290                         *CURRENT SURVEY CONTROL
 GC0290  ___________________________________________________________________
 GC0290* NAD 83(1995)-  36 10 07.29049(N)    086 03 42.96610(W)     ADJUSTED  
 GC0290* NAVD 88     -       281.285  (meters)     922.85   (feet)  ADJUSTED  
 GC0290  ___________________________________________________________________
 GC0290  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 GC0290  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0290  DYNAMIC HT  -         281.046 (meters)     922.07  (feet)  COMP
 GC0290  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC0290
 GC0290  HORZ ORDER  -  SECOND
 GC0290  VERT ORDER  -  SECOND    CLASS 0
 GC0290
 GC0290.The horizontal coordinates were established by classical geodetic methods
 GC0290.and adjusted by the National Geodetic Survey in April 1999..
 GC0290
 GC0290.The orthometric height was determined by differential leveling
 GC0290.and adjusted by the National Geodetic Survey in June 1991..
 GC0290
 GC0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0290
 GC0290.The geoid height was determined by GEOID03.
 GC0290
 GC0290.The dynamic height is computed by dividing the NAVD 88
 GC0290.geopotential number by the normal gravity value computed on the
 GC0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0290.degrees latitude (g = 980.6199 gals.).
 GC0290
 GC0290.The modeled gravity was interpolated from observed gravity values.
 GC0290
 GC0290;                    North         East     Units Scale Factor Converg.
 GC0290;SPC TN       -   203,634.563   594,427.820   MT  0.99996541   -0 02 10.5
 GC0290;SPC TN       -   668,091.06  1,950,218.61   sFT  0.99996541   -0 02 10.5
 GC0290;UTM  16      - 4,003,066.714   584,366.295   MT  0.99968770   +0 33 13.1
 GC0290
 GC0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0290!SPC TN       -   0.99996046  x   0.99996541  =   0.99992587
 GC0290!UTM  16      -   0.99996046  x   0.99968770  =   0.99964817
 GC0290
 GC0290|---------------------------------------------------------------------|
 GC0290| PID    Reference Object                     Distance      Geod. Az  |
 GC0290|                                                           dddmmss.s |
 GC0290| GC0292 GRANT RM 1                           32.815 METERS 21249     |
 GC0290| GC0291 GRANT RM 2                           24.393 METERS 26053     |
 GC0290| CG5902 GRANT AZ MK                                        3485141.5 |
 GC0290|---------------------------------------------------------------------|
 GC0290
 GC0290                          SUPERSEDED SURVEY CONTROL
 GC0290
 GC0290  NAD 83(1995)-  36 10 07.29338(N)    086 03 42.96961(W) AD(       ) 2
 GC0290  NAD 83(1995)-  36 10 07.29421(N)    086 03 42.97114(W) AD(       ) 2
 GC0290  NAD 83(1986)-  36 10 07.30222(N)    086 03 42.96735(W) AD(       ) 2
 GC0290  NAD 27      -  36 10 07.09140(N)    086 03 43.01060(W) AD(       ) 2
 GC0290  NGVD 29 (??/??/92)  281.347  (m)          923.05   (f) ADJ UNCH    2 0
 GC0290
 GC0290.Superseded values are not recommended for survey control.
 GC0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0290.See file dsdata.txt to determine how the superseded data were derived.
 GC0290
 GC0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8436603067(NAD 83)
 GC0290_MARKER: DE = TRAVERSE STATION DISK
 GC0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0290_STAMPING: GRANT 1960
 GC0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0290+STABILITY: SURFACE MOTION
 GC0290
 GC0290  HISTORY     - Date     Condition        Report By
 GC0290  HISTORY     - 1960     MONUMENTED       CGS
 GC0290  HISTORY     - 1960     GOOD             CGS
 GC0290  HISTORY     - 1963     GOOD             CGS
 GC0290
 GC0290                          STATION DESCRIPTION
 GC0290
 GC0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0290'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF GRANT AND 3 MILES
 GC0290'WEST OF NEW MIDDLETON.
 GC0290'
 GC0290'TO REACH THE STATION FROM THE GRANT BAPTIST CHURCH, WHICH IS ABOUT 13
 GC0290'MILES EAST OF LEBANON ON STATE HIGHWAY 141, GO SOUTHEAST
 GC0290'ON STATE HIGHWAY 141 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 GC0290'CONTINUE SOUTHEAST FOR 0.5 MILE TO A WIRE
 GC0290'GATE ON THE RIGHT, TURN RIGHT, WEST, UP HILL FOR 0.15 MILE TO A GATE
 GC0290'NEAR THE SOUTH END OF AN OLD ROCK FENCE AND THE STATION.
 GC0290'
 GC0290'THE STATION IS 60 FEET NORTH OF A GATE, 4 FEET WEST OF A ROCK FENCE
 GC0290'AND 2.8 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 GC0290'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GC0290'STAMPED GRANT 1960.
 GC0290'
 GC0290'REFERENCE MARK NO. 1 IS 21 FEET NORTHEAST OF A GATE AND 10 FEET NORTH
 GC0290'OF A FENCE LINE.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN
 GC0290'OUTCROPPING BEDROCK, FLUSH, AND STAMPED GRANT NO 2 1960.
 GC0290'
 GC0290'REFERENCE MARK NO. 2 IS 34 FEET EAST OF A 10 INCH CEDAR TREE.  IT IS
 GC0290'A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH,
 GC0290'AND STAMPED GRANT NO 2 1960.
 GC0290'
 GC0290'THE AZIMUTH MARK IS 24 FEET SOUTHWEST OF AN OIL ROAD, 22 FEET
 GC0290'SOUTHEAST OF A CATTLE GUARD AND 13.8 FEET SOUTHEAST OF A WITNESS
 GC0290'POST.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 GC0290'BEDROCK, FLUSH, AND STAMPED GRANT 1960.
 GC0290
 GC0290                          STATION RECOVERY (1960)
 GC0290
 GC0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0290'3.4 MI W FROM NEW MIDDLETON.
 GC0290'FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST ON STATE HIGHWAY
 GC0290'141 FOR 3.3 MILES, THEN GO THROUGH A WIRE GATE ON THE LEFT AND
 GC0290'GO 0.15 MILE WEST UP A HILL TO A GATE NEAR THE SOUTH END OF AN
 GC0290'OLD ROCK FENCE AND THE STATION.  THE STATION MARK IS 60 FT.
 GC0290'NORTH OF A GATE, 4 FT. WEST OF A ROCK FENCE AND 2.8 FT. NORTHWEST
 GC0290'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0290'THAT IS FLUSH WITH THE GROUND.
 GC0290
 GC0290                          STATION RECOVERY (1963)
 GC0290
 GC0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GC0290'STATION, BOTH RMS, AND AZIMUTH MARK RECOVERED AS DESCRIBED IN GOOD
 GC0290'CONDITION.
 GC0290'
 GC0290'1960 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0292 ***********************************************************************
 GC0292  DESIGNATION -  GRANT RM 1
 GC0292  PID         -  GC0292
 GC0292  STATE/COUNTY-  TN/SMITH
 GC0292  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0292
 GC0292                         *CURRENT SURVEY CONTROL
 GC0292  ___________________________________________________________________
 GC0292* NAD 83(1986)-  36 10 07.     (N)    086 03 43.     (W)     SCALED    
 GC0292* NAVD 88     -       284.108  (meters)     932.11   (feet)  ADJUSTED  
 GC0292  ___________________________________________________________________
 GC0292  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0292  DYNAMIC HT  -         283.866 (meters)     931.32  (feet)  COMP
 GC0292  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC0292
 GC0292  VERT ORDER  -  SECOND    CLASS 0
 GC0292
 GC0292.The horizontal coordinates were scaled from a topographic map and have
 GC0292.an estimated accuracy of +/- 6 seconds.
 GC0292
 GC0292.The orthometric height was determined by differential leveling
 GC0292.and adjusted by the National Geodetic Survey in June 1991..
 GC0292
 GC0292.The geoid height was determined by GEOID03.
 GC0292
 GC0292.The dynamic height is computed by dividing the NAVD 88
 GC0292.geopotential number by the normal gravity value computed on the
 GC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0292.degrees latitude (g = 980.6199 gals.).
 GC0292
 GC0292.The modeled gravity was interpolated from observed gravity values.
 GC0292
 GC0292;                    North         East    Units  Estimated Accuracy
 GC0292;SPC TN       -   203,630.      594,430.      MT  (+/- 180 meters Scaled)
 GC0292
 GC0292                          SUPERSEDED SURVEY CONTROL
 GC0292
 GC0292  NGVD 29 (??/??/92)  284.170  (m)          932.31   (f) ADJ UNCH    2 0
 GC0292
 GC0292.Superseded values are not recommended for survey control.
 GC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0292.See file dsdata.txt to determine how the superseded data were derived.
 GC0292
 GC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF843030(NAD 83)
 GC0292_MARKER: DR = REFERENCE MARK DISK
 GC0292_SETTING: 66 = SET IN ROCK OUTCROP
 GC0292_SP_SET: BEDROCK
 GC0292_STAMPING: GRANT NO 1 1960
 GC0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0292+STABILITY: POSITION/ELEVATION WELL
 GC0292
 GC0292  HISTORY     - Date     Condition        Report By
 GC0292  HISTORY     - 1960     MONUMENTED       CGS
 GC0292
 GC0292                          STATION DESCRIPTION
 GC0292
 GC0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0292'3.4 MI W FROM NEW MIDDLETON.
 GC0292'THIS MARK IS LOCATED AT THE GRANT 1960 STATION SITE, 107.6 FT.
 GC0292'SOUTHWEST OF THE STATION MARK, 21 FT. NORTHEAST OF A GATE AND
 GC0292'10 FT. NORTH OF A FENCE LINE.  THE DISK IS CEMENTED IN A DRILL
 GC0292'HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0291 ***********************************************************************
 GC0291  DESIGNATION -  GRANT RM 2
 GC0291  PID         -  GC0291
 GC0291  STATE/COUNTY-  TN/SMITH
 GC0291  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0291
 GC0291                         *CURRENT SURVEY CONTROL
 GC0291  ___________________________________________________________________
 GC0291* NAD 83(1986)-  36 10 07.     (N)    086 03 43.     (W)     SCALED    
 GC0291* NAVD 88     -       282.436  (meters)     926.63   (feet)  ADJUSTED  
 GC0291  ___________________________________________________________________
 GC0291  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0291  DYNAMIC HT  -         282.196 (meters)     925.84  (feet)  COMP
 GC0291  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GC0291
 GC0291  VERT ORDER  -  SECOND    CLASS 0
 GC0291
 GC0291.The horizontal coordinates were scaled from a topographic map and have
 GC0291.an estimated accuracy of +/- 6 seconds.
 GC0291
 GC0291.The orthometric height was determined by differential leveling
 GC0291.and adjusted by the National Geodetic Survey in June 1991..
 GC0291
 GC0291.The geoid height was determined by GEOID03.
 GC0291
 GC0291.The dynamic height is computed by dividing the NAVD 88
 GC0291.geopotential number by the normal gravity value computed on the
 GC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0291.degrees latitude (g = 980.6199 gals.).
 GC0291
 GC0291.The modeled gravity was interpolated from observed gravity values.
 GC0291
 GC0291;                    North         East    Units  Estimated Accuracy
 GC0291;SPC TN       -   203,630.      594,430.      MT  (+/- 180 meters Scaled)
 GC0291
 GC0291                          SUPERSEDED SURVEY CONTROL
 GC0291
 GC0291  NGVD 29 (??/??/92)  282.498  (m)          926.83   (f) ADJ UNCH    2 0
 GC0291
 GC0291.Superseded values are not recommended for survey control.
 GC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0291.See file dsdata.txt to determine how the superseded data were derived.
 GC0291
 GC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF843030(NAD 83)
 GC0291_MARKER: DR = REFERENCE MARK DISK
 GC0291_SETTING: 66 = SET IN ROCK OUTCROP
 GC0291_SP_SET: BEDROCK
 GC0291_STAMPING: GRANT NO 2 1960
 GC0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0291+STABILITY: POSITION/ELEVATION WELL
 GC0291
 GC0291  HISTORY     - Date     Condition        Report By
 GC0291  HISTORY     - 1960     MONUMENTED       CGS
 GC0291
 GC0291                          STATION DESCRIPTION
 GC0291
 GC0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0291'3.4 MI W FROM NEW MIDDLETON.
 GC0291'THIS MARK IS LOCATED AT THE GRANT 1960 STATION SITE, 80 FT. WEST
 GC0291'OF THE STATION MARK, 34 FT. EAST OF A 10-INCH CEDAR TREE.  THE
 GC0291'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1666 ***********************************************************************
 GD1666  DESIGNATION -  GRATIO
 GD1666  PID         -  GD1666
 GD1666  STATE/COUNTY-  TN/OBION
 GD1666  USGS QUAD   -  RIDGELY (1981)
 GD1666
 GD1666                         *CURRENT SURVEY CONTROL
 GD1666  ___________________________________________________________________
 GD1666* NAD 83(1995)-  36 16 09.39255(N)    089 24 56.97481(W)     ADJUSTED  
 GD1666* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 GD1666  ___________________________________________________________________
 GD1666  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GD1666  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1666
 GD1666  HORZ ORDER  -  FIRST
 GD1666
 GD1666.The horizontal coordinates were established by classical geodetic methods
 GD1666.and adjusted by the National Geodetic Survey in April 1999..
 GD1666
 GD1666.The orthometric height was scaled from a topographic map.
 GD1666
 GD1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1666
 GD1666.The geoid height was determined by GEOID03.
 GD1666
 GD1666;                    North         East     Units Scale Factor Converg.
 GD1666;SPC TN       -   220,149.261   293,136.235   MT  0.99997718   -1 59 59.1
 GD1666;SPC TN       -   722,273.03    961,731.13   sFT  0.99997718   -1 59 59.1
 GD1666;SPC MO E     -    48,914.197   347,414.962   MT  1.00005022   +0 38 29.1
 GD1666;UTM  16      - 4,016,523.156   282,990.457   MT  1.00018028   -1 25 47.0
 GD1666
 GD1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1666!SPC TN       -   0.99998262  x   0.99997718  =   0.99995980
 GD1666!SPC MO E     -   0.99998262  x   1.00005022  =   1.00003284
 GD1666!UTM  16      -   0.99998262  x   1.00018028  =   1.00016290
 GD1666
 GD1666:                Primary Azimuth Mark                     Grid Az
 GD1666:SPC TN       -  GRATIO AZ MK                             060 38 54.0
 GD1666:SPC MO E     -  GRATIO AZ MK                             058 00 25.8
 GD1666:UTM  16      -  GRATIO AZ MK                             060 04 41.9
 GD1666
 GD1666|---------------------------------------------------------------------|
 GD1666| PID    Reference Object                     Distance      Geod. Az  |
 GD1666|                                                           dddmmss.s |
 GD1666| CG3393 GRATIO AZ MK                                       0583854.9 |
 GD1666| CG3394 GRATIO RM 1                         184.400 METERS 14815     |
 GD1666| CG3396 GRATIO RM 3                          33.908 METERS 20752     |
 GD1666| CG3395 GRATIO RM 2                          44.200 METERS 26131     |
 GD1666| GD1667 RIDGELY MUNICIPAL TANK              APPROX. 6.9 KM 2631758.1 |
 GD1666| CG3397 GRATIO RM 4                          33.090 METERS 27124     |
 GD1666|---------------------------------------------------------------------|
 GD1666
 GD1666                          SUPERSEDED SURVEY CONTROL
 GD1666
 GD1666  NAD 83(1995)-  36 16 09.39695(N)    089 24 56.97453(W) AD(       ) 1
 GD1666  NAD 83(1995)-  36 16 09.39814(N)    089 24 56.97494(W) AD(       ) 1
 GD1666  NAD 83(1986)-  36 16 09.40372(N)    089 24 56.97429(W) AD(       ) 1
 GD1666  NAD 27      -  36 16 09.16020(N)    089 24 56.71240(W) AD(       ) 1
 GD1666
 GD1666.Superseded values are not recommended for survey control.
 GD1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1666.See file dsdata.txt to determine how the superseded data were derived.
 GD1666
 GD1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8299016523(NAD 83)
 GD1666_MARKER: DS = TRIANGULATION STATION DISK
 GD1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1666
 GD1666  HISTORY     - Date     Condition        Report By
 GD1666  HISTORY     - 1929     MONUMENTED       CGS
 GD1666  HISTORY     - 1959     GOOD             CGS
 GD1666  HISTORY     - 1967     GOOD             CGS
 GD1666
 GD1666                          STATION DESCRIPTION
 GD1666
 GD1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1666'ABOUT 4 MILES EAST OF RIDGELY, 1 MILE NORTHEAST OF VILLAGE OF GRATIO
 GD1666'AND ON LAND OWNED BY J. K. WHITE AND EDWARD RIGGIN OF DYERSBURG AND
 GD1666'OCCUPIED BY M. B. DAVIS.  TO REACH FROM RIDGELY, GO BY GRAVEL ROAD
 GD1666'EAST ABOUT 4 MILES TO ROAD RUNNING NORTH FROM GRATIO TO PUSH, TURN
 GD1666'LEFT NORTH 0.2 MILE AND THEN RIGHT 0.2 MILE UP STEEP GRADE TO
 GD1666'STATION. VILLAGE OF GRATIO CAN BE REACHED FROM DYERSBURG VIA BURNT
 GD1666'MILL BRIDGE AND FIRST GRAVEL ROAD TO LEFT, NORTH OF OBION RIVER AT
 GD1666'DOO DROP INN, OR FROM SAMBURG BY GRAVEL ROAD VIA PUSH.  STATION IS
 GD1666'300 YARDS WEST OF DAVIS HOUSE, IN SMALL TRIANGULAR FIELD BETWEEN
 GD1666'COUNTY ROAD AND BOOGER HOLLOW ROAD, ABOUT 60 YARDS EAST OF
 GD1666'ROAD FORK, 16 FEET SOUTH OF EDGE OF COUNTY ROAD, AND 80 FEET WEST OF
 GD1666'VERY LARGE CHESTNUT TREE GROWING IN EDGE OF ORCHARD.  SURFACE
 GD1666'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1666'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GD1666'CONCRETE.  NO. 1 IS ABOUT 125 YARDS SOUTH OF POINT WHERE
 GD1666'BOOGER HOLLOW ROAD TURNS SOUTH, UNDER A WILD-CHERRY TREE, ON EAST
 GD1666'SIDE OF ROAD AT FIRST RISE, AND 184.4 METERS 605 FEET FROM
 GD1666'STATION .  NO. 2 IS 10 FEET FROM
 GD1666'EDGE OF ROAD, NORTHWEST OF BOOGER HOLLOW ROAD JUNCTION, AND
 GD1666'44.2 METERS 145 FEET FROM STATION.
 GD1666
 GD1666                          STATION RECOVERY (1959)
 GD1666
 GD1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1666'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 HAS
 GD1666'BEEN DESTROYED AND REFERENCE MARK 1 WAS NOT RECOVERED.  THE LAND
 GD1666'OWNER IS NOW THE LAKELAND REALTY COMPANY.  THE STATION MARK WAS
 GD1666'LOWERED AT THE REQUEST OF THE LAND OWNER.  REFERENCE MARKS 3 AND
 GD1666'4, AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A
 GD1666'COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 GD1666'
 GD1666'THE STATION IS ABOUT 4 MILES EAST OF RIDGELY AND 1 MILE NORTHEAST OF
 GD1666'THE VILLAGE OF GRATIO ON A VERY HIGH RIDGE.  IT IS 99 FEET NORTHEAST
 GD1666'OF THE INTERSECTION OF BOOGER HOLLOW ROAD AND A GRAVELED COUNTY
 GD1666'ROAD, 65 FEET EAST OF A LONE 30 INCH TREE, AND 40 FEET EAST OF THE
 GD1666'CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS 24 INCHES
 GD1666'UNDERGROUND AND THE DISK IS STAMPED GRATIO 1929 1959.
 GD1666'
 GD1666'TO REACH THE STATION FROM A TRAFFIC LIGHT AT THE INTERSECTION OF U.S.
 GD1666'HIGHWAY 51 AND E. POPLAR STREET IN THE EAST EDGE OF RIDGELY, GO EAST
 GD1666'ON A PAVED ROAD FOR 1.45 MILES TO A PAVED CROSSROAD.  CONTINUE EAST
 GD1666'ON THE PAVED ROAD FOR 1.25 MILES TO BRIDGE OVER CANAL AND THE END OF
 GD1666'PAVEMENT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO A
 GD1666'Y-FORK.  TAKE THE LEFT FORK AND GO NORTH ON THE GRAVELED ROAD
 GD1666'FOR 0.65 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTH ON
 GD1666'THE GRAVELED ROAD FOR 0.25 MILE TO A GRAVELED SIDE ROAD RIGHT.
 GD1666'TURN RIGHT AND GO EAST UP THE STEEP HILL FOR 0.2 MILE TO TOP OF HILL
 GD1666'AND THE STATION ON THE RIGHT.
 GD1666'
 GD1666'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON THE
 GD1666'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 GD1666'
 GD1666'REFERENCE MARK 3 IS 97 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD
 GD1666'AND 25 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE
 GD1666'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED GRATIO NO 3 1929
 GD1666'1959.
 GD1666'
 GD1666'REFERENCE MARK 4 IS 20 FEET WEST OF THE CENTERLINE OF A GRAVELED
 GD1666'ROAD, AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 GD1666'PROJECTS 3 INCHES AND THE DISK IS STAMPED GRATIO NO 4 1929 1959.
 GD1666'
 GD1666'THE AZIMUTH MARK IS 48 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 GD1666'LARGE GULLEY, 18 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 GD1666'ROAD, AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 GD1666'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRATIO 1929 1959.
 GD1666'
 GD1666'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1666
 GD1666                          STATION RECOVERY (1967)
 GD1666
 GD1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1666'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1959
 GD1666'RECOVERY NOTE.  DUE TO CHANGES IN THE ROADS LEADING TO THE
 GD1666'STATION A NEW TO-REACH FOLLOWS.
 GD1666'
 GD1666'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 GD1666'OF STATE ROUTE 78 AND E. POPLAR STREET IN RIDGELY, GO EAST ON A
 GD1666'PAVED ROAD FOR 1.45 MILES TO A PAVED CROSSROAD.  HERE CONTINUE EAST
 GD1666'ON THE PAVED ROAD FOR 1.25 MILES TO A BRIDGE OVER A CANAL,
 GD1666'CONTINUE EAST ON THE PAVED ROAD FOR 0.2 MILE TO A FORK.  HERE KEEP
 GD1666'THE LEFT FORK AND CONTINUE NORTHERLY ON A PAVED ROAD FOR
 GD1666'0.65 MILE TO A T ROAD LEFT, CONTINUE NORTH ON THE PAVED ROAD
 GD1666'FOR 0.25 MILE TO A GRAVELED ROAD RIGHT.  HERE TURN RIGHT AND GO
 GD1666'EAST ON THE GRAVELED ROAD UP A STEEP HILL FOR 0.2 MILE TO
 GD1666'THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 GD1666'
 GD1666'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON A
 GD1666'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 GD1666'
 GD1666'CONDITION OF ALL MARKS GOOD.
 GD1666'
 GD1666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 GD1666'NORTHEAST OF GRATIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2168 ***********************************************************************
 GA2168  DESIGNATION -  GRAVE
 GA2168  PID         -  GA2168
 GA2168  STATE/COUNTY-  TN/HAWKINS
 GA2168  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2168
 GA2168                         *CURRENT SURVEY CONTROL
 GA2168  ___________________________________________________________________
 GA2168* NAD 83(1995)-  36 21 20.64690(N)    083 11 00.63017(W)     ADJUSTED  
 GA2168* NAVD 88     -       336.205  (meters)    1103.03   (feet)  ADJUSTED  
 GA2168  ___________________________________________________________________
 GA2168  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 GA2168  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2168  DYNAMIC HT  -         335.900 (meters)    1102.03  (feet)  COMP
 GA2168  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 GA2168
 GA2168  HORZ ORDER  -  SECOND
 GA2168  VERT ORDER  -  SECOND    CLASS 0
 GA2168
 GA2168.The horizontal coordinates were established by classical geodetic methods
 GA2168.and adjusted by the National Geodetic Survey in April 1999..
 GA2168
 GA2168.The orthometric height was determined by differential leveling
 GA2168.and adjusted by the National Geodetic Survey in June 1991..
 GA2168
 GA2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2168
 GA2168.The geoid height was determined by GEOID03.
 GA2168
 GA2168.The dynamic height is computed by dividing the NAVD 88
 GA2168.geopotential number by the normal gravity value computed on the
 GA2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2168.degrees latitude (g = 980.6199 gals.).
 GA2168
 GA2168.The modeled gravity was interpolated from observed gravity values.
 GA2168
 GA2168;                    North         East     Units Scale Factor Converg.
 GA2168;SPC TN       -   228,024.692   852,762.393   MT  0.99998976   +1 38 56.0
 GA2168;SPC TN       -   748,111.01  2,797,771.28   sFT  0.99998976   +1 38 56.0
 GA2168;UTM  17      - 4,025,619.527   304,078.984   MT  1.00007296   -1 17 41.2
 GA2168
 GA2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2168!SPC TN       -   0.99995213  x   0.99998976  =   0.99994189
 GA2168!UTM  17      -   0.99995213  x   1.00007296  =   1.00002509
 GA2168
 GA2168:                Primary Azimuth Mark                     Grid Az
 GA2168:SPC TN       -  GAL                                      049 21 59.6
 GA2168:UTM  17      -  GAL                                      052 18 36.8
 GA2168
 GA2168|---------------------------------------------------------------------|
 GA2168| PID    Reference Object                     Distance      Geod. Az  |
 GA2168|                                                           dddmmss.s |
 GA2168| GA2165 GAL                                 APPROX. 0.9 KM 0510055.6 |
 GA2168| GA2167 GRAVE RM 1                            5.490 METERS 14947     |
 GA2168| GA2173 RAY                                 APPROX. 2.7 KM 2453237.7 |
 GA2168| GA2169 GRAVE RM 2                            6.450 METERS 31422     |
 GA2168|---------------------------------------------------------------------|
 GA2168
 GA2168                          SUPERSEDED SURVEY CONTROL
 GA2168
 GA2168  NAD 83(1995)-  36 21 20.65127(N)    083 11 00.63409(W) AD(       ) 2
 GA2168  NAD 83(1995)-  36 21 20.66287(N)    083 11 00.62996(W) AD(       ) 2
 GA2168  NAD 83(1995)-  36 21 20.65351(N)    083 11 00.63174(W) AD(       ) 2
 GA2168  NAD 83(1986)-  36 21 20.65571(N)    083 11 00.63203(W) AD(       ) 2
 GA2168  NAD 27      -  36 21 20.32112(N)    083 11 01.02115(W) AD(       ) 2
 GA2168  NGVD 29 (??/??/92)  336.345  (m)         1103.49   (f) ADJ UNCH    2 0
 GA2168
 GA2168.Superseded values are not recommended for survey control.
 GA2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2168.See file dsdata.txt to determine how the superseded data were derived.
 GA2168
 GA2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA0407925620(NAD 83)
 GA2168_MARKER: DD = SURVEY DISK
 GA2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2168_STAMPING: GRAVE 1964
 GA2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2168+STABILITY: SURFACE MOTION
 GA2168
 GA2168  HISTORY     - Date     Condition        Report By
 GA2168  HISTORY     - 1964     MONUMENTED       TNHD
 GA2168  HISTORY     - 1964     GOOD             TNGS
 GA2168
 GA2168                          STATION DESCRIPTION
 GA2168
 GA2168'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2168'THE STATION IS LOCATED ABOUT 5 MILES EAST OF BEAN STATION.
 GA2168'
 GA2168'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO 5.9
 GA2168'MILES EAST ON U.S.  HIGHWAY
 GA2168'11W TO A GRAVE YARD AT THE TOP OF A BANK OF A HIGHWAY
 GA2168'CUT ON THE RIGHT AND THE STATION
 GA2168'ON THE RIGHT AS DESCRIBED.
 GA2168'
 GA2168'THE STATION IS 2 FEET SOUTHWEST OF THE FENCE AROUND THE GRAVE YARD, 2
 GA2168'FEET SOUTHWEST OF A
 GA2168'FENCE POST AND 2.9 FEET NORTHWEST OF A WITNESS POST.
 GA2168'THE SURFACE AND UNDERGROUND MARKS
 GA2168'ARE STANDARD TENNESSEE HIGHWAY
 GA2168'DEPARTMENT DISKS AND ARE STAMPED GRAVE 1964.  THE
 GA2168'UNDERGROUND MARK IS
 GA2168'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2168'10-INCH SQUARE,
 GA2168'FLUSH, CONCRETE MONUMENT.
 GA2168'
 GA2168'REFERENCE MARK NO. 1 IS 17 FEET NORTHWEST OF THE SOUTHWEST CORNER
 GA2168'POST OF THE GRAVE YARD
 GA2168'FENCE, 6 FEET WEST OF A 10-INCH ELM TREE, 3 FEET SOUTHWEST
 GA2168'OF A FENCE POST AND 2 FEET
 GA2168'SOUTHWEST OF THE GRAVE YARD FENCE.  IT IS
 GA2168'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2168'SET IN A 10-INCH SQUARE,
 GA2168'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GRAVE RM-1
 GA2168'1964.
 GA2168'
 GA2168'REFERENCE MARK NO. 2 IS 7 FEET SOUTHEAST OF THE BANK OF THE HIGHWAY
 GA2168'CUT, 7 FEET WEST OF A FENCE
 GA2168'POST, 9 FEET SOUTH OF THE NORTHWEST CORNER POST OF
 GA2168'THE GRAVE YARD FENCE AND 4 FEET
 GA2168'SOUTH OF THE TELEPHONE POLE NO 140IT
 GA2168'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT.  DISK
 GA2168'SET IN A 10-INCH
 GA2168'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GRAVE RM-2
 GA2168'1964.
 GA2168'
 GA2168'THE TRAVERSE GROUND STATIONS RAY AND/OR GAL WILL SERVE AS THE AZIMUTH
 GA2168'MARK.
 GA2168'
 GA2168'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2168
 GA2168                          STATION RECOVERY (1964)
 GA2168
 GA2168'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1964
 GA2168'5 MI E FROM BEAN STATION.
 GA2168'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO
 GA2168'5.9 MILES EAST ON U.S. HIGHWAY 11W TO A GRAVE YARD AT THE TOP
 GA2168'OF A BANK OF A HIGHWAY CUT ON THE RIGHT AND THE STATION ON THE
 GA2168'RIGHT.  THE STATION IS 2 FEET SOUTHWEST OF THE FENCE AROUND
 GA2168'THE GRAVE YARD, 2 FEET SOUTHWEST OF A FENCE POST AND 2.9 FEET
 GA2168'NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GA2168'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2168'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2167 ***********************************************************************
 GA2167  DESIGNATION -  GRAVE RM 1
 GA2167  PID         -  GA2167
 GA2167  STATE/COUNTY-  TN/HAWKINS
 GA2167  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2167
 GA2167                         *CURRENT SURVEY CONTROL
 GA2167  ___________________________________________________________________
 GA2167* NAD 83(1986)-  36 21 20.     (N)    083 11 01.     (W)     SCALED    
 GA2167* NAVD 88     -       335.864  (meters)    1101.91   (feet)  ADJUSTED  
 GA2167  ___________________________________________________________________
 GA2167  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2167  DYNAMIC HT  -         335.559 (meters)    1100.91  (feet)  COMP
 GA2167  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 GA2167
 GA2167  VERT ORDER  -  SECOND    CLASS 0
 GA2167
 GA2167.The horizontal coordinates were scaled from a topographic map and have
 GA2167.an estimated accuracy of +/- 6 seconds.
 GA2167
 GA2167.The orthometric height was determined by differential leveling
 GA2167.and adjusted by the National Geodetic Survey in June 1991..
 GA2167
 GA2167.The geoid height was determined by GEOID03.
 GA2167
 GA2167.The dynamic height is computed by dividing the NAVD 88
 GA2167.geopotential number by the normal gravity value computed on the
 GA2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2167.degrees latitude (g = 980.6199 gals.).
 GA2167
 GA2167.The modeled gravity was interpolated from observed gravity values.
 GA2167
 GA2167;                    North         East    Units  Estimated Accuracy
 GA2167;SPC TN       -   228,000.      852,750.      MT  (+/- 180 meters Scaled)
 GA2167
 GA2167                          SUPERSEDED SURVEY CONTROL
 GA2167
 GA2167  NGVD 29 (??/??/92)  336.004  (m)         1102.37   (f) ADJ UNCH    2 0
 GA2167
 GA2167.Superseded values are not recommended for survey control.
 GA2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2167.See file dsdata.txt to determine how the superseded data were derived.
 GA2167
 GA2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA040256(NAD 83)
 GA2167_MARKER: DD = SURVEY DISK
 GA2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2167_STAMPING: GRAVE RM-1 1964
 GA2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2167+STABILITY: SURFACE MOTION
 GA2167
 GA2167  HISTORY     - Date     Condition        Report By
 GA2167  HISTORY     - 1964     MONUMENTED       TNHD
 GA2167
 GA2167                          STATION DESCRIPTION
 GA2167
 GA2167'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2167'5 MI E FROM BEAN STATION.
 GA2167'THE MARK IS LOCATED AT THE GRAVE 1964 STATION SITE, 17 FEET
 GA2167'NORTHWEST OF THE SOUTHWEST CORNER POST OF THE GRAVE YARD FENCE,
 GA2167'6 FEET WEST OF A 10-INCH ELM TREE, 3 FEET SOUTHWEST OF A FENCE
 GA2167'POST AND 2 FEET SOUTHWEST OF THE GRAVE YARD FENCE.  THE MARK
 GA2167'IS A STANDARD TENNESSEE HIGHWAY DISK SET IN A 10-INCH SQUARE,
 GA2167'CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR DESCR.
 GA2167'SEE STATION GRAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2169 ***********************************************************************
 GA2169  DESIGNATION -  GRAVE RM 2
 GA2169  PID         -  GA2169
 GA2169  STATE/COUNTY-  TN/HAWKINS
 GA2169  USGS QUAD   -  RUSSELLVILLE (1976)
 GA2169
 GA2169                         *CURRENT SURVEY CONTROL
 GA2169  ___________________________________________________________________
 GA2169* NAD 83(1986)-  36 21 20.     (N)    083 11 01.     (W)     SCALED    
 GA2169* NAVD 88     -       336.657  (meters)    1104.52   (feet)  ADJUSTED  
 GA2169  ___________________________________________________________________
 GA2169  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2169  DYNAMIC HT  -         336.351 (meters)    1103.51  (feet)  COMP
 GA2169  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 GA2169
 GA2169  VERT ORDER  -  SECOND    CLASS 0
 GA2169
 GA2169.The horizontal coordinates were scaled from a topographic map and have
 GA2169.an estimated accuracy of +/- 6 seconds.
 GA2169
 GA2169.The orthometric height was determined by differential leveling
 GA2169.and adjusted by the National Geodetic Survey in June 1991..
 GA2169
 GA2169.The geoid height was determined by GEOID03.
 GA2169
 GA2169.The dynamic height is computed by dividing the NAVD 88
 GA2169.geopotential number by the normal gravity value computed on the
 GA2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2169.degrees latitude (g = 980.6199 gals.).
 GA2169
 GA2169.The modeled gravity was interpolated from observed gravity values.
 GA2169
 GA2169;                    North         East    Units  Estimated Accuracy
 GA2169;SPC TN       -   228,000.      852,750.      MT  (+/- 180 meters Scaled)
 GA2169
 GA2169                          SUPERSEDED SURVEY CONTROL
 GA2169
 GA2169  NGVD 29 (??/??/92)  336.797  (m)         1104.97   (f) ADJ UNCH    2 0
 GA2169
 GA2169.Superseded values are not recommended for survey control.
 GA2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2169.See file dsdata.txt to determine how the superseded data were derived.
 GA2169
 GA2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA040256(NAD 83)
 GA2169_MARKER: DD = SURVEY DISK
 GA2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2169_STAMPING: GRAVE RM-2 1964
 GA2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2169+STABILITY: SURFACE MOTION
 GA2169
 GA2169  HISTORY     - Date     Condition        Report By
 GA2169  HISTORY     - 1964     MONUMENTED       TNHD
 GA2169
 GA2169                          STATION DESCRIPTION
 GA2169
 GA2169'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2169'5 MI E FROM BEAN STATION.
 GA2169'THE MARK IS LOCATED AT THE GRAVE 1964 STATION SITE, 7 FEET
 GA2169'SOUTHEAST OF A BANK OF A HIGHWAY CUT, 7 FEET WEST OF A FENCE
 GA2169'POST, 9 FEET SOUTH OF THE NORTHWEST CORNER POST OF A GRAVE YARD
 GA2169'FENCE AND 4 FEET SOUTH OF TELEPHONE POLE NO. 140.  THE MARK
 GA2169'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2169'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.  NOTE-- FOR DESCR.
 GA2169'SEE STATION GRAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2459 ***********************************************************************
 GA2459  DESIGNATION -  GREEN
 GA2459  PID         -  GA2459
 GA2459  STATE/COUNTY-  TN/KNOX
 GA2459  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2459
 GA2459                         *CURRENT SURVEY CONTROL
 GA2459  ___________________________________________________________________
 GA2459* NAD 83(1995)-  36 01 35.28497(N)    083 54 37.95035(W)     ADJUSTED  
 GA2459* NAVD 88     -       309.053  (meters)    1013.95   (feet)  ADJUSTED  
 GA2459  ___________________________________________________________________
 GA2459  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GA2459  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2459  DYNAMIC HT  -         308.767 (meters)    1013.01  (feet)  COMP
 GA2459  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 GA2459
 GA2459  HORZ ORDER  -  SECOND
 GA2459  VERT ORDER  -  SECOND    CLASS 0
 GA2459
 GA2459.The horizontal coordinates were established by classical geodetic methods
 GA2459.and adjusted by the National Geodetic Survey in April 1999..
 GA2459
 GA2459.The orthometric height was determined by differential leveling
 GA2459.and adjusted by the National Geodetic Survey in June 1991..
 GA2459
 GA2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2459
 GA2459.The geoid height was determined by GEOID03.
 GA2459
 GA2459.The dynamic height is computed by dividing the NAVD 88
 GA2459.geopotential number by the normal gravity value computed on the
 GA2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2459.degrees latitude (g = 980.6199 gals.).
 GA2459
 GA2459.The modeled gravity was interpolated from observed gravity values.
 GA2459
 GA2459;                    North         East     Units Scale Factor Converg.
 GA2459;SPC TN       -   189,862.416   788,307.322   MT  0.99995402   +1 13 23.7
 GA2459;SPC TN       -   622,906.94  2,586,304.94   sFT  0.99995402   +1 13 23.7
 GA2459;UTM  17      - 3,990,804.080   237,732.424   MT  1.00044763   -1 42 46.2
 GA2459
 GA2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2459!SPC TN       -   0.99995632  x   0.99995402  =   0.99991034
 GA2459!UTM  17      -   0.99995632  x   1.00044763  =   1.00040393
 GA2459
 GA2459|---------------------------------------------------------------------|
 GA2459| PID    Reference Object                     Distance      Geod. Az  |
 GA2459|                                                           dddmmss.s |
 GA2459| GA2458 GREEN RM 1                           11.322 METERS 06011     |
 GA2459| GA2456 JONES                               APPROX. 0.8 KM 2024404.7 |
 GA2459| GA2460 GREEN RM 2                           11.201 METERS 24019     |
 GA2459|---------------------------------------------------------------------|
 GA2459
 GA2459                          SUPERSEDED SURVEY CONTROL
 GA2459
 GA2459  NAD 83(1995)-  36 01 35.29284(N)    083 54 37.94838(W) AD(       ) 2
 GA2459  NAD 83(1995)-  36 01 35.29283(N)    083 54 37.94835(W) AD(       ) 2
 GA2459  NAD 83(1995)-  36 01 35.29381(N)    083 54 37.94857(W) AD(       ) 2
 GA2459  NAD 83(1986)-  36 01 35.29932(N)    083 54 37.94661(W) AD(       ) 2
 GA2459  NAD 27      -  36 01 35.00080(N)    083 54 38.28310(W) AD(       ) 2
 GA2459  NGVD 29 (??/??/92)  309.185  (m)         1014.38   (f) ADJ UNCH    2 0
 GA2459
 GA2459.Superseded values are not recommended for survey control.
 GA2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2459.See file dsdata.txt to determine how the superseded data were derived.
 GA2459
 GA2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3773290804(NAD 83)
 GA2459_MARKER: DE = TRAVERSE STATION DISK
 GA2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2459_STAMPING: GREEN 1960
 GA2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2459+STABILITY: SURFACE MOTION
 GA2459
 GA2459  HISTORY     - Date     Condition        Report By
 GA2459  HISTORY     - 1960     MONUMENTED       CGS
 GA2459  HISTORY     - 1961     GOOD             NGS
 GA2459  HISTORY     - 1980     GOOD             NGS
 GA2459  HISTORY     - 1980     GOOD             NGS
 GA2459  HISTORY     - 1982     GOOD             LOCENG
 GA2459
 GA2459                          STATION DESCRIPTION
 GA2459
 GA2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2459'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF DOWNTOWN KNOXVILLE
 GA2459'ALONG THE SOUTH SIDE OF
 GA2459'GREENWAY DRIVE.
 GA2459'
 GA2459'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY STREET AND
 GA2459'GREENWAY DRIVE IN
 GA2459'NORTHEAST KNOXVILLE, GO EAST ON GREENWAY DRIVE FOR 0.8 MILE
 GA2459'TO THE STATION ON THE
 GA2459'RIGHT.
 GA2459'
 GA2459'THE STATION IS 41 FEET SOUTHEAST OF POWER LINE POLE NO. 33 AND 21
 GA2459'FEET SOUTHEAST OF
 GA2459'THE CENTER OF GREENWAY DRIVE.  IT IS A STANDARD TRAVERSE
 GA2459'DISK SET IN A 10- INCH, SQUARE,
 GA2459'CONCRETE POST, FLUSH, AND IS STAMPED
 GA2459'GREEN 1960.
 GA2459'
 GA2459'REFERENCE MARK NO. 1 IS 21 FEET SOUTHEAST OF THE CENTER OF GREENWAY
 GA2459'DRIVE.  IT IS A STANDARD
 GA2459'DISK SET IN A 10-INCH, SQUARE, CONCRETE POST, FLUSH,
 GA2459'AND IS STAMPED GREEN NO 1 1960.
 GA2459'
 GA2459'REFERENCE MARK NO. 2 IS 21 FEET SOUTHEAST OF THE CENTER OF GREENWAY
 GA2459'DRIVE.  IT IS A STANDARD
 GA2459'DISK SET IN A 10-INCH, SQUARE, CONCRETE POST, FLUSH,
 GA2459'AND IS STAMPED GREEN NO 2 1960.
 GA2459'
 GA2459'TRAVERSE STATION JONES WILL SERVE AS AN AZIMUTH MARK.
 GA2459'DESCRIPTION
 GA2459
 GA2459                          STATION RECOVERY (1961)
 GA2459
 GA2459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2459'IN NORTHEAST KNOXVILLE.
 GA2459'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND GREENWAY
 GA2459'DRIVE IN NORTHEAST KNOXVILLE, GO 0.8 MILE EAST ON GREENWAY DRIVE
 GA2459'TO THE STATION ON THE RIGHT.  THE STATION MARK IS 41 FT. SOUTHEAST
 GA2459'OF POWER LINE POLE 33, AND 21 FT. SOUTHEAST OF THE CENTER OF
 GA2459'GREENWAY DRIVE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GA2459'IS FLUSH WITH THE GROUND AND IS ABOUT 4 FT. BELOW THE LEVEL OF
 GA2459'THE ROAD.
 GA2459
 GA2459                          STATION RECOVERY (1980)
 GA2459
 GA2459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2459'THE STATION WAS FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 GA2459'WITH THE FOLLOWING.
 GA2459'
 GA2459'THE STATION MARK IS 174 FEET WEST OF THE CENTERLINE OF VIE STREET,
 GA2459'1 FOOT WEST OF A METAL WITNESS POST AND 54 FEET ACROSS THE ROAD
 GA2459'AND SOUTHEAST OF A MAGNOLIA TREE.
 GA2459'
 GA2459'REFERENCE MARK 1 IS 23 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA2459'ROAD, AND 137 FEET WEST OF THE CENTERLINE OF VIE STREET.
 GA2459'
 GA2459'REFERENCE MARK 2 IS 211 FEET WEST OF THE CENTERLINE OF VIE STREET
 GA2459'AND 38 FEET SOUTHEAST OF A TELEPHONE AND LIGHT POLE.
 GA2459
 GA2459                          STATION RECOVERY (1980)
 GA2459
 GA2459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2459'THE MARK IS 174 FEET WEST OF THE CENTERLINE OF VIE STREET,54 FEET
 GA2459'SOUTHEAST AND ACROSS THE ROAD FROM A 24 INCH MAGNOLIA TREE AND 1 FOOT
 GA2459'WEST OF AMETAL WITNESS POST.
 GA2459
 GA2459                          STATION RECOVERY (1982)
 GA2459
 GA2459'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2459'GREEN 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 GA2459'(CITY BLK 34570).
 GA2459'
 GA2459'GREEN NO. 1 1960 SEARCHED FOR - NOT RECOVERED.  THERE IS A HOLE IN
 GA2459'THE GROUND AT THE DESCRIBED LOCATION WHERE THE MARK WAS POSSIBLY
 GA2459'REMOVED.
 GA2459'(CITY BLK 34570)
 GA2459'
 GA2459'GREEN NO. 2 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 GA2459'DESCRIBED.  (CITY BLK 34570)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0784 ***********************************************************************
 GC0784  DESIGNATION -  GREEN
 GC0784  PID         -  GC0784
 GC0784  STATE/COUNTY-  TN/DAVIDSON
 GC0784  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0784
 GC0784                         *CURRENT SURVEY CONTROL
 GC0784  ___________________________________________________________________
 GC0784* NAD 83(1986)-  36 16 30.     (N)    086 42 36.     (W)     SCALED    
 GC0784* NAVD 88     -       158.624  (meters)     520.42   (feet)  ADJUSTED  
 GC0784  ___________________________________________________________________
 GC0784  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0784  DYNAMIC HT  -         158.489 (meters)     519.98  (feet)  COMP
 GC0784  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0784
 GC0784  VERT ORDER  -  SECOND    CLASS 0
 GC0784
 GC0784.The horizontal coordinates were scaled from a topographic map and have
 GC0784.an estimated accuracy of +/- 6 seconds.
 GC0784
 GC0784.The orthometric height was determined by differential leveling
 GC0784.and adjusted by the National Geodetic Survey in June 1991..
 GC0784
 GC0784.The geoid height was determined by GEOID03.
 GC0784
 GC0784.The dynamic height is computed by dividing the NAVD 88
 GC0784.geopotential number by the normal gravity value computed on the
 GC0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0784.degrees latitude (g = 980.6199 gals.).
 GC0784
 GC0784.The modeled gravity was interpolated from observed gravity values.
 GC0784
 GC0784;                    North         East    Units  Estimated Accuracy
 GC0784;SPC TN       -   215,660.      536,210.      MT  (+/- 180 meters Scaled)
 GC0784
 GC0784                          SUPERSEDED SURVEY CONTROL
 GC0784
 GC0784  NGVD 29 (??/??/92)  158.669  (m)          520.57   (f) ADJ UNCH    2 0
 GC0784
 GC0784.Superseded values are not recommended for survey control.
 GC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0784.See file dsdata.txt to determine how the superseded data were derived.
 GC0784
 GC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF260144(NAD 83)
 GC0784_MARKER: DD = SURVEY DISK
 GC0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0784_STAMPING: GREEN 1961
 GC0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0784+STABILITY: SURFACE MOTION
 GC0784
 GC0784  HISTORY     - Date     Condition        Report By
 GC0784  HISTORY     - 1961     MONUMENTED       TNHD
 GC0784
 GC0784                          STATION DESCRIPTION
 GC0784
 GC0784'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0784'1.3 MI N FROM MADISON.
 GC0784'FROM THE POST OFFICE IN MADISON, GO NORTH ON U.S. HIGHWAY 31E
 GC0784'FOR 1.3 MILES TO THE STATION ON THE LEFT.  THE STATION MARK IS
 GC0784'LOCATED IN THE GRASSY MEDIAN ABOUT 28 FEET WEST OF THE CENTER OF
 GC0784'THE NORTH BOUND LANE OF U.S. HIGHWAY 31E AND 49.4 FEET SOUTH OF
 GC0784'A WITNESS POST.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0784'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2202 ***********************************************************************
 GC2202  DESIGNATION -  GREEN
 GC2202  PID         -  GC2202
 GC2202  STATE/COUNTY-  TN/DAVIDSON
 GC2202  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC2202
 GC2202                         *CURRENT SURVEY CONTROL
 GC2202  ___________________________________________________________________
 GC2202* NAD 83(1995)-  36 16 30.08410(N)    086 42 35.46405(W)     ADJUSTED  
 GC2202* NAVD 88     -       158.8    (meters)     521.     (feet)  VERTCON   
 GC2202  ___________________________________________________________________
 GC2202  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GC2202  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2202
 GC2202  HORZ ORDER  -  SECOND
 GC2202
 GC2202.The horizontal coordinates were established by classical geodetic methods
 GC2202.and adjusted by the National Geodetic Survey in April 1999..
 GC2202
 GC2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2202
 GC2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2202
 GC2202.The geoid height was determined by GEOID03.
 GC2202
 GC2202;                    North         East     Units Scale Factor Converg.
 GC2202;SPC TN       -   215,662.640   536,222.136   MT  0.99997794   -0 24 56.1
 GC2202;SPC TN       -   707,553.18  1,759,255.46   sFT  0.99997794   -0 24 56.1
 GC2202;UTM  16      - 4,014,492.305   526,059.362   MT  0.99960837   +0 10 18.0
 GC2202
 GC2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2202!SPC TN       -   0.99997971  x   0.99997794  =   0.99995765
 GC2202!UTM  16      -   0.99997971  x   0.99960837  =   0.99958808
 GC2202
 GC2202|---------------------------------------------------------------------|
 GC2202| PID    Reference Object                     Distance      Geod. Az  |
 GC2202|                                                           dddmmss.s |
 GC2202| GC0783 GREEN RM 1                           75.718 METERS 00836     |
 GC2202| CG5917 GREEN AZ MK                                        1841819.7 |
 GC2202| GC0785 GREEN RM 2                           23.089 METERS 18432     |
 GC2202|---------------------------------------------------------------------|
 GC2202
 GC2202                          SUPERSEDED SURVEY CONTROL
 GC2202
 GC2202  NAD 83(1995)-  36 16 30.08577(N)    086 42 35.46587(W) AD(       ) 2
 GC2202  NAD 83(1995)-  36 16 30.08914(N)    086 42 35.46639(W) AD(       ) 2
 GC2202  NAD 83(1986)-  36 16 30.09441(N)    086 42 35.46691(W) AD(       ) 2
 GC2202  NAD 27      -  36 16 29.90550(N)    086 42 35.47740(W) AD(       ) 2
 GC2202  NGVD 29 (07/19/86)  158.8    (m)          521.     (f) VERT ANG       
 GC2202
 GC2202.Superseded values are not recommended for survey control.
 GC2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2202.See file dsdata.txt to determine how the superseded data were derived.
 GC2202
 GC2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2605914492(NAD 83)
 GC2202_MARKER: DD = SURVEY DISK
 GC2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2202
 GC2202  HISTORY     - Date     Condition        Report By
 GC2202  HISTORY     - 1961     MONUMENTED       TNHD
 GC2202
 GC2202                          STATION DESCRIPTION
 GC2202
 GC2202'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2202'THE STATION IS ABOUT 1-1/2 MILES NORTH OF MADISON.
 GC2202'
 GC2202'TO REACH THE STATION FROM THE POST OFFICE IN MADISON, GO NORTH ON
 GC2202'U.S. HIGHWAY 31E FOR 1.3 MILES TO THE STATION ON THE LEFT AS
 GC2202'DESCRIBED.
 GC2202'
 GC2202'THE STATION IS LOCATED IN THE GRASSY MEDIAN ABOUT 28 FEET WEST OF THE
 GC2202'APPROXIMATE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 31E AND
 GC2202'49.4 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC2202'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2202'MONUMENT, AND THE DISK IS STAMPED GREEN 1961.  NO UNDERGROUND MARK
 GC2202'WAS ESTABLISHED.
 GC2202'
 GC2202'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2202'NORTH BOUND LANE OF U.S. HIGHWAY 31E.  THE MARK IS A STANDARD
 GC2202'TENNESSEE HIGHWAY DISK, CEMENTED FLUSH, IN A DRILLED HOLE IN THE
 GC2202'SIDEWALK ALONG THE BRIDGE ON THE HIGHWAY, AND THE DISK IS STAMPED
 GC2202'GREEN RM-1 1961.
 GC2202'
 GC2202'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC2202'NORTH BOUND LANE OF U.S. HIGHWAY 31E.  THE MARK IS A STANDARD
 GC2202'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2202'CONCRETE MONUMENT, AND THE DISK IS STAMPED GREEN RM-2 1961.
 GC2202'
 GC2202'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2202'ROOSEVELT AVENUE AND 42 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2202'U.S. HIGHWAY 31E.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2202'DEPARTMENT DISK, CEMENTED FLUSH, IN A DRILLED HOLE IN A
 GC2202'SIDEWALK, AND THE DISK IS STAMPED GREEN AZI 1961.
 GC2202'
 GC2202'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON U.S.
 GC2202'HIGHWAY 31E FOR 0.3 MILE TO ROOSEVELT AVENUE AND THE MARK ON THE
 GC2202'LEFT AS DESCRIBED.
 GC2202'
 GC2202'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2521 ***********************************************************************
 GC2521  DESIGNATION -  GREEN
 GC2521  PID         -  GC2521
 GC2521  STATE/COUNTY-  TN/CHEATHAM
 GC2521  USGS QUAD   -  ASHLAND CITY (1987)
 GC2521
 GC2521                         *CURRENT SURVEY CONTROL
 GC2521  ___________________________________________________________________
 GC2521* NAD 83(1995)-  36 16 34.07265(N)    087 07 05.35870(W)     ADJUSTED  
 GC2521* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 GC2521  ___________________________________________________________________
 GC2521  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GC2521  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2521
 GC2521  HORZ ORDER  -  THIRD
 GC2521
 GC2521.The horizontal coordinates were established by classical geodetic methods
 GC2521.and adjusted by the National Geodetic Survey in April 1999..
 GC2521
 GC2521.The orthometric height was scaled from a topographic map.
 GC2521
 GC2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2521
 GC2521.The geoid height was determined by GEOID03.
 GC2521
 GC2521;                    North         East     Units Scale Factor Converg.
 GC2521;SPC TN       -   216,128.173   499,540.024   MT  0.99997809   -0 39 16.6
 GC2521;SPC TN       -   709,080.51  1,638,907.56   sFT  0.99997809   -0 39 16.6
 GC2521;UTM  16      - 4,014,582.631   489,388.199   MT  0.99960139   -0 04 11.7
 GC2521
 GC2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2521!SPC TN       -   0.99997258  x   0.99997809  =   0.99995067
 GC2521!UTM  16      -   0.99997258  x   0.99960139  =   0.99957398
 GC2521
 GC2521|---------------------------------------------------------------------|
 GC2521| PID    Reference Object                     Distance      Geod. Az  |
 GC2521|                                                           dddmmss.s |
 GC2521| CG5913 GREEN RM 1                           27.051 METERS 25528     |
 GC2521| CG5912 GREEN AZ MK                                        2755030.1 |
 GC2521| GC2524 GREEN TRAV MARK                      34.784 METERS 34505     |
 GC2521|---------------------------------------------------------------------|
 GC2521
 GC2521                          SUPERSEDED SURVEY CONTROL
 GC2521
 GC2521  NAD 83(1995)-  36 16 34.07414(N)    087 07 05.36082(W) AD(       ) 3
 GC2521  NAD 83(1995)-  36 16 34.07615(N)    087 07 05.36189(W) AD(       ) 3
 GC2521  NAD 83(1986)-  36 16 34.08251(N)    087 07 05.36191(W) AD(       ) 3
 GC2521  NAD 27      -  36 16 33.88600(N)    087 07 05.34400(W) AD(       ) 3
 GC2521
 GC2521.Superseded values are not recommended for survey control.
 GC2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2521.See file dsdata.txt to determine how the superseded data were derived.
 GC2521
 GC2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8938814583(NAD 83)
 GC2521_MARKER: DD = SURVEY DISK
 GC2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2521
 GC2521  HISTORY     - Date     Condition        Report By
 GC2521  HISTORY     - 1953     MONUMENTED       CGS
 GC2521
 GC2521                          STATION DESCRIPTION
 GC2521
 GC2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2521'THE STATION IS LOCATED ABOUT 3 MILES WEST OF ASHLAND CITY ON THE
 GC2521'SOUTH SIDE OF STATE HIGHWAY 49 AND ON THE COUNTY SCHOOL
 GC2521'GROUNDS. IT IS 160 FEET SOUTH OF HIGHWAY 49, 153 FEET NORTH OF THE
 GC2521'NORTHWEST CORNER OF THE SCHOOL BUILDING, AND 93 FEET EAST OF A
 GC2521'GRAVEL ROAD. THE STATION MARK IS FLUSH AND THE DISK STAMPED GREEN
 GC2521'1953.
 GC2521'
 GC2521'REFERENCE MARK NO. 1 IS 126 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC2521'THE SCHOOL BUILDING, 25 FEET EAST OF THE CENTER OF A GRAVEL
 GC2521'ROAD, AND 24 FEET NORTH OF A POWER LINE POLE. THE MARK PROJECTS ABOUT
 GC2521'2 INCHES AND THE DISK IS STAMPED GREEN NO 1 1953.
 GC2521'
 GC2521'CORP. OF ENGINEERS, (U.S. ARMY) TRAVERSE MARKER WAS USED AS A
 GC2521'REFERENCE MARK. THE MARK IS A 4X4 INCH CONCRETE POST, WITH A
 GC2521'BRONZE CORP. OF ENGINEERS TRAVERSE DISK. THE MARK PROJECTS ABOUT 2
 GC2521'FEET AND IS STAMPED JUN 21 1948. IT IS AT THE EDGE OF ROAD
 GC2521'CUT AT STOP SIGN ON THE EAST SIDE OF THE ROAD, 44 FEET SOUTH OF
 GC2521'CENTER OF HIGHWAY 49, AND 24 FEET EAST OF CENTER OF GRAVEL
 GC2521'ROAD.
 GC2521'
 GC2521'AZIMUTH MARK IS 37 FEET SOUTH OF CENTER OF HIGHWAY 49, AND 2 FEET
 GC2521'EAST OF WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES
 GC2521'AND THE DISK STAMPED GREEN 1953.
 GC2521'
 GC2521'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 49 IN
 GC2521'ASHLAND CITY GO SOUTHWEST ON HIGHWAY 49 FOR 3.4 MILES TO A
 GC2521'CROSSROAD (*), TURN LEFT ON GRAVEL ROAD THEN LEFT ON DIRT ROAD AT
 GC2521'NORTH EDGE OF SCHOOL GROUNDS AND STATION AS DESCRIBED.
 GC2521'
 GC2521'(*) TO REACH AZIMUTH MARK CONTINUE WEST ON HIGHWAY 49 FOR 0.2 MILE TO
 GC2521'THE MARK ON THE LEFT AS DESCRIBED.
 GC2521'
 GC2521'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0786 ***********************************************************************
 GC0786  DESIGNATION -  GREEN AZ MK
 GC0786  PID         -  GC0786
 GC0786  STATE/COUNTY-  TN/DAVIDSON
 GC0786  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0786
 GC0786                         *CURRENT SURVEY CONTROL
 GC0786  ___________________________________________________________________
 GC0786* NAD 83(1986)-  36 16 15.     (N)    086 42 36.     (W)     SCALED    
 GC0786* NAVD 88     -       159.464  (meters)     523.17   (feet)  ADJUSTED  
 GC0786  ___________________________________________________________________
 GC0786  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0786  DYNAMIC HT  -         159.328 (meters)     522.73  (feet)  COMP
 GC0786  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0786
 GC0786  VERT ORDER  -  SECOND    CLASS 0
 GC0786
 GC0786.The horizontal coordinates were scaled from a topographic map and have
 GC0786.an estimated accuracy of +/- 6 seconds.
 GC0786
 GC0786.The orthometric height was determined by differential leveling
 GC0786.and adjusted by the National Geodetic Survey in June 1991..
 GC0786
 GC0786.The geoid height was determined by GEOID03.
 GC0786
 GC0786.The dynamic height is computed by dividing the NAVD 88
 GC0786.geopotential number by the normal gravity value computed on the
 GC0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0786.degrees latitude (g = 980.6199 gals.).
 GC0786
 GC0786.The modeled gravity was interpolated from observed gravity values.
 GC0786
 GC0786;                    North         East    Units  Estimated Accuracy
 GC0786;SPC TN       -   215,200.      536,210.      MT  (+/- 180 meters Scaled)
 GC0786
 GC0786                          SUPERSEDED SURVEY CONTROL
 GC0786
 GC0786  NGVD 29 (??/??/??)  159.54   (m)          523.4    (f) RESET       3  
 GC0786
 GC0786.Superseded values are not recommended for survey control.
 GC0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0786.See file dsdata.txt to determine how the superseded data were derived.
 GC0786
 GC0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF260140(NAD 83)
 GC0786_MARKER: DD = SURVEY DISK
 GC0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0786_SP_SET: SIDEWALK
 GC0786_STAMPING: GREEN AZI 1961
 GC0786_MARK LOGO: TNHD  
 GC0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0786
 GC0786  HISTORY     - Date     Condition        Report By
 GC0786  HISTORY     - 1961     MONUMENTED       TNHD
 GC0786
 GC0786                          STATION DESCRIPTION
 GC0786
 GC0786'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0786'1 MI N FROM MADISON.
 GC0786'FROM THE POST OFFICE IN MADISON, GO NORTH ON U.S. HIGHWAY 31E
 GC0786'TO THE JUNCTION OF ROOSEVELT AVENUE AND THE MARK ON THE RIGHT.
 GC0786'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF ROOSEVELT
 GC0786'AVENUE AND 42 FEET EAST OF THE CENTER OF U.S. HIGHWAY 31E.
 GC0786'THE DISK IS CEMENTED IN A DRILLED HOLE IN A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2458 ***********************************************************************
 GA2458  DESIGNATION -  GREEN RM 1
 GA2458  PID         -  GA2458
 GA2458  STATE/COUNTY-  TN/KNOX
 GA2458  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2458
 GA2458                         *CURRENT SURVEY CONTROL
 GA2458  ___________________________________________________________________
 GA2458* NAD 83(1986)-  36 01 35.     (N)    083 54 38.     (W)     SCALED    
 GA2458* NAVD 88     -       308.702  (meters)    1012.80   (feet)  ADJUSTED  
 GA2458  ___________________________________________________________________
 GA2458  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2458  DYNAMIC HT  -         308.416 (meters)    1011.86  (feet)  COMP
 GA2458  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 GA2458
 GA2458  VERT ORDER  -  SECOND    CLASS 0
 GA2458
 GA2458.The horizontal coordinates were scaled from a topographic map and have
 GA2458.an estimated accuracy of +/- 6 seconds.
 GA2458
 GA2458.The orthometric height was determined by differential leveling
 GA2458.and adjusted by the National Geodetic Survey in June 1991..
 GA2458
 GA2458.The geoid height was determined by GEOID03.
 GA2458
 GA2458.The dynamic height is computed by dividing the NAVD 88
 GA2458.geopotential number by the normal gravity value computed on the
 GA2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2458.degrees latitude (g = 980.6199 gals.).
 GA2458
 GA2458.The modeled gravity was interpolated from observed gravity values.
 GA2458
 GA2458;                    North         East    Units  Estimated Accuracy
 GA2458;SPC TN       -   189,850.      788,310.      MT  (+/- 180 meters Scaled)
 GA2458
 GA2458                          SUPERSEDED SURVEY CONTROL
 GA2458
 GA2458  NGVD 29 (??/??/92)  308.834  (m)         1013.23   (f) ADJ UNCH    2 0
 GA2458
 GA2458.Superseded values are not recommended for survey control.
 GA2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2458.See file dsdata.txt to determine how the superseded data were derived.
 GA2458
 GA2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV377907(NAD 83)
 GA2458_MARKER: DR = REFERENCE MARK DISK
 GA2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2458_STAMPING: GREEN NO 1 1960
 GA2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2458+STABILITY: SURFACE MOTION
 GA2458
 GA2458  HISTORY     - Date     Condition        Report By
 GA2458  HISTORY     - 1960     MONUMENTED       CGS
 GA2458  HISTORY     - 1961     GOOD             NGS
 GA2458  HISTORY     - 1980     GOOD             NGS
 GA2458
 GA2458                          STATION DESCRIPTION
 GA2458
 GA2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2458'IN NORTHEAST KNOXVILLE.
 GA2458'THIS MARK IS LOCATED AT THE GREEN 1960 STATION SITE, 37.1 FT.
 GA2458'NORTHEAST OF THE STATION MARK, AND 21 FT. SOUTHEAST OF THE CENTER
 GA2458'OF GREENWAY DRIVE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2458'FLUSH WITH THE GROUND AND ABOUT 4 FT. BELOW THE LEVEL OF THE ROAD.
 GA2458
 GA2458                          STATION RECOVERY (1980)
 GA2458
 GA2458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2458'THE MARK IS 23 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 137
 GA2458'FEET WEST OF THE CENTERLINE OF VIE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0783 ***********************************************************************
 GC0783  DESIGNATION -  GREEN RM 1
 GC0783  PID         -  GC0783
 GC0783  STATE/COUNTY-  TN/DAVIDSON
 GC0783  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0783
 GC0783                         *CURRENT SURVEY CONTROL
 GC0783  ___________________________________________________________________
 GC0783* NAD 83(1986)-  36 16 32.     (N)    086 42 35.     (W)     SCALED    
 GC0783* NAVD 88     -       160.715  (meters)     527.28   (feet)  ADJUSTED  
 GC0783  ___________________________________________________________________
 GC0783  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0783  DYNAMIC HT  -         160.578 (meters)     526.83  (feet)  COMP
 GC0783  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0783
 GC0783  VERT ORDER  -  SECOND    CLASS 0
 GC0783
 GC0783.The horizontal coordinates were scaled from a topographic map and have
 GC0783.an estimated accuracy of +/- 6 seconds.
 GC0783
 GC0783.The orthometric height was determined by differential leveling
 GC0783.and adjusted by the National Geodetic Survey in June 1991..
 GC0783
 GC0783.The geoid height was determined by GEOID03.
 GC0783
 GC0783.The dynamic height is computed by dividing the NAVD 88
 GC0783.geopotential number by the normal gravity value computed on the
 GC0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0783.degrees latitude (g = 980.6199 gals.).
 GC0783
 GC0783.The modeled gravity was interpolated from observed gravity values.
 GC0783
 GC0783;                    North         East    Units  Estimated Accuracy
 GC0783;SPC TN       -   215,720.      536,230.      MT  (+/- 180 meters Scaled)
 GC0783
 GC0783                          SUPERSEDED SURVEY CONTROL
 GC0783
 GC0783  NGVD 29 (??/??/92)  160.760  (m)          527.43   (f) ADJ UNCH    2 0
 GC0783
 GC0783.Superseded values are not recommended for survey control.
 GC0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0783.See file dsdata.txt to determine how the superseded data were derived.
 GC0783
 GC0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF260145(NAD 83)
 GC0783_MARKER: DD = SURVEY DISK
 GC0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0783_SP_SET: BRIDGE
 GC0783_STAMPING: GREEN RM-1 1961
 GC0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0783
 GC0783  HISTORY     - Date     Condition        Report By
 GC0783  HISTORY     - 1961     MONUMENTED       TNHD
 GC0783
 GC0783                          STATION DESCRIPTION
 GC0783
 GC0783'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0783'1.3 MI N FROM MADISON.
 GC0783'FROM THE POST OFFICE IN MADISON, GO NORTH ON U.S. HIGHWAY 31E
 GC0783'FOR 1.3 MILES. THE REFERENCE MARK IS 248.4 FEET NORTH OF THE
 GC0783'STATION MARK AND 15 FEET WEST OF THE CENTER OF THE NORTH BOUND
 GC0783'TRAFFIC LANE OF U.S. HIGHWAY 31E.  THE DISK IS CEMENTED IN A
 GC0783'DRILLED HOLE IN THE SIDEWALK OF A BRIDGE ON THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2460 ***********************************************************************
 GA2460  DESIGNATION -  GREEN RM 2
 GA2460  PID         -  GA2460
 GA2460  STATE/COUNTY-  TN/KNOX
 GA2460  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2460
 GA2460                         *CURRENT SURVEY CONTROL
 GA2460  ___________________________________________________________________
 GA2460* NAD 83(1986)-  36 01 35.     (N)    083 54 38.     (W)     SCALED    
 GA2460* NAVD 88     -       309.282  (meters)    1014.70   (feet)  ADJUSTED  
 GA2460  ___________________________________________________________________
 GA2460  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2460  DYNAMIC HT  -         308.995 (meters)    1013.76  (feet)  COMP
 GA2460  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 GA2460
 GA2460  VERT ORDER  -  SECOND    CLASS 0
 GA2460
 GA2460.The horizontal coordinates were scaled from a topographic map and have
 GA2460.an estimated accuracy of +/- 6 seconds.
 GA2460
 GA2460.The orthometric height was determined by differential leveling
 GA2460.and adjusted by the National Geodetic Survey in June 1991..
 GA2460
 GA2460.The geoid height was determined by GEOID03.
 GA2460
 GA2460.The dynamic height is computed by dividing the NAVD 88
 GA2460.geopotential number by the normal gravity value computed on the
 GA2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2460.degrees latitude (g = 980.6199 gals.).
 GA2460
 GA2460.The modeled gravity was interpolated from observed gravity values.
 GA2460
 GA2460;                    North         East    Units  Estimated Accuracy
 GA2460;SPC TN       -   189,850.      788,310.      MT  (+/- 180 meters Scaled)
 GA2460
 GA2460                          SUPERSEDED SURVEY CONTROL
 GA2460
 GA2460  NGVD 29 (??/??/92)  309.414  (m)         1015.14   (f) ADJ UNCH    2 0
 GA2460
 GA2460.Superseded values are not recommended for survey control.
 GA2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2460.See file dsdata.txt to determine how the superseded data were derived.
 GA2460
 GA2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV377907(NAD 83)
 GA2460_MARKER: DR = REFERENCE MARK DISK
 GA2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2460_STAMPING: GREEN NO 2 1960
 GA2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2460+STABILITY: SURFACE MOTION
 GA2460
 GA2460  HISTORY     - Date     Condition        Report By
 GA2460  HISTORY     - 1960     MONUMENTED       CGS
 GA2460  HISTORY     - 1961     GOOD             NGS
 GA2460  HISTORY     - 1980     GOOD             NGS
 GA2460
 GA2460                          STATION DESCRIPTION
 GA2460
 GA2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2460'IN NORTHEAST KNOXVILLE.
 GA2460'THIS MARK IS LOCATED AT THE GREEN 1960 STATION SITE, 36.7 FT.
 GA2460'SOUTHWEST OF THE STATION MARK AND 21 FT. SOUTHEAST OF THE CENTER
 GA2460'OF GREENWAY DRIVE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2460'FLUSH WITH THE GROUND AND ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
 GA2460
 GA2460                          STATION RECOVERY (1980)
 GA2460
 GA2460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2460'THE MARK IS 211 FEET WEST OF THE CENTERLINE OF VIE STREET AND 38 FEET
 GA2460'SOUTHEAST OF A TELEPHONE AND LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0785 ***********************************************************************
 GC0785  DESIGNATION -  GREEN RM 2
 GC0785  PID         -  GC0785
 GC0785  STATE/COUNTY-  TN/DAVIDSON
 GC0785  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0785
 GC0785                         *CURRENT SURVEY CONTROL
 GC0785  ___________________________________________________________________
 GC0785* NAD 83(1986)-  36 16 30.     (N)    086 42 36.     (W)     SCALED    
 GC0785* NAVD 88     -       157.847  (meters)     517.87   (feet)  ADJUSTED  
 GC0785  ___________________________________________________________________
 GC0785  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0785  DYNAMIC HT  -         157.713 (meters)     517.43  (feet)  COMP
 GC0785  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 GC0785
 GC0785  VERT ORDER  -  SECOND    CLASS 0
 GC0785
 GC0785.The horizontal coordinates were scaled from a topographic map and have
 GC0785.an estimated accuracy of +/- 6 seconds.
 GC0785
 GC0785.The orthometric height was determined by differential leveling
 GC0785.and adjusted by the National Geodetic Survey in June 1991..
 GC0785
 GC0785.The geoid height was determined by GEOID03.
 GC0785
 GC0785.The dynamic height is computed by dividing the NAVD 88
 GC0785.geopotential number by the normal gravity value computed on the
 GC0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0785.degrees latitude (g = 980.6199 gals.).
 GC0785
 GC0785.The modeled gravity was interpolated from observed gravity values.
 GC0785
 GC0785;                    North         East    Units  Estimated Accuracy
 GC0785;SPC TN       -   215,660.      536,210.      MT  (+/- 180 meters Scaled)
 GC0785
 GC0785                          SUPERSEDED SURVEY CONTROL
 GC0785
 GC0785  NGVD 29 (??/??/92)  157.892  (m)          518.02   (f) ADJ UNCH    2 0
 GC0785
 GC0785.Superseded values are not recommended for survey control.
 GC0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0785.See file dsdata.txt to determine how the superseded data were derived.
 GC0785
 GC0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF260144(NAD 83)
 GC0785_MARKER: DD = SURVEY DISK
 GC0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0785_STAMPING: GREEN RM-2 1961
 GC0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0785+STABILITY: SURFACE MOTION
 GC0785
 GC0785  HISTORY     - Date     Condition        Report By
 GC0785  HISTORY     - 1961     MONUMENTED       TNHD
 GC0785
 GC0785                          STATION DESCRIPTION
 GC0785
 GC0785'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0785'1.3 MI N FROM MADISON.
 GC0785'FROM THE POST OFFICE IN MADISON, GO 1.3 MILES NORTH ON U.S.
 GC0785'HIGHWAY 31E.  THE REFERENCE MARK IS 75.8 FEET SOUTH OF THE
 GC0785'STATION MARK AND 28 FEET WEST OF THE CENTER OF THE NORTH BOUND
 GC0785'LANE OF U.S. HIGHWAY 31E.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0785'SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2630 ***********************************************************************
 FB2630  DESIGNATION -  GREEN TOP LOT
 FB2630  PID         -  FB2630
 FB2630  STATE/COUNTY-  TN/SEVIER
 FB2630  USGS QUAD   -  WALDEN CREEK (1987)
 FB2630
 FB2630                         *CURRENT SURVEY CONTROL
 FB2630  ___________________________________________________________________
 FB2630* NAD 83(1995)-  35 48 43.26899(N)    083 40 01.18109(W)     ADJUSTED  
 FB2630* NAVD 88     -       936.8    (meters)    3073.     (feet)  VERTCON   
 FB2630  ___________________________________________________________________
 FB2630  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FB2630  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FB2630
 FB2630  HORZ ORDER  -  THIRD
 FB2630
 FB2630.The horizontal coordinates were established by classical geodetic methods
 FB2630.and adjusted by the National Geodetic Survey in April 1999..
 FB2630
 FB2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2630
 FB2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2630
 FB2630.The geoid height was determined by GEOID03.
 FB2630
 FB2630;                    North         East     Units Scale Factor Converg.
 FB2630;SPC TN       -   166,571.565   810,819.604   MT  0.99994848   +1 21 57.0
 FB2630;SPC TN       -   546,493.54  2,660,163.98   sFT  0.99994848   +1 21 57.0
 FB2630;UTM  17      - 3,966,381.880   259,033.283   MT  1.00031556   -1 33 40.6
 FB2630
 FB2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2630!SPC TN       -   0.99985774  x   0.99994848  =   0.99980622
 FB2630!UTM  17      -   0.99985774  x   1.00031556  =   1.00017325
 FB2630
 FB2630                          SUPERSEDED SURVEY CONTROL
 FB2630
 FB2630  NAD 83(1995)-  35 48 43.27437(N)    083 40 01.18939(W) AD(       ) 4
 FB2630  NAD 83(1986)-  35 48 43.27401(N)    083 40 01.18952(W) AD(       ) 4
 FB2630  NAD 27      -  35 48 42.94644(N)    083 40 01.58876(W) AD(       ) 3
 FB2630  NGVD 29 (07/19/86)  936.9    (m)         3074.     (f) VERT ANG       
 FB2630
 FB2630.Superseded values are not recommended for survey control.
 FB2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2630.See file dsdata.txt to determine how the superseded data were derived.
 FB2630
 FB2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5903366382(NAD 83)
 FB2630_MARKER: 57 = LOOKOUT TOWER
 FB2630
 FB2630  HISTORY     - Date     Condition        Report By
 FB2630  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2630
 FB2630                          STATION DESCRIPTION
 FB2630
 FB2630'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2630'PIGEON FORGE, 1.6 MI NW. OF POST OFFICE, ALONG U. S. HIGHWAY 441
 FB2630'TO T-RD. SW., THENCE SW. LEFT 2.9 MI TO Y-RD. NE., THENCE NW.
 FB2630'RIGHT 0.6 MI TO CROSSROADS, THENCE N. RIGHT 5.7 MI TO TOP OF BLUFF
 FB2630'MOUNTAIN AND LOOKOUT TOWER, CENTER OF 48 FT STEEL TOWER DESIGNATED---
 FB2630'GREENTOP LOOKOUT TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2524 ***********************************************************************
 GC2524  DESIGNATION -  GREEN TRAV MARK
 GC2524  PID         -  GC2524
 GC2524  STATE/COUNTY-  TN/CHEATHAM
 GC2524  USGS QUAD   -  ASHLAND CITY (1987)
 GC2524
 GC2524                         *CURRENT SURVEY CONTROL
 GC2524  ___________________________________________________________________
 GC2524* NAD 83(1995)-  36 16 35.16314(N)    087 07 05.71738(W)     ADJUSTED  
 GC2524* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 GC2524  ___________________________________________________________________
 GC2524  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GC2524  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2524
 GC2524  HORZ ORDER  -  SECOND
 GC2524
 GC2524.The horizontal coordinates were established by classical geodetic methods
 GC2524.and adjusted by the National Geodetic Survey in April 1999..
 GC2524
 GC2524.The orthometric height was scaled from a topographic map.
 GC2524
 GC2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2524
 GC2524.The geoid height was determined by GEOID03.
 GC2524
 GC2524;                    North         East     Units Scale Factor Converg.
 GC2524;SPC TN       -   216,161.885   499,531.457   MT  0.99997813   -0 39 16.8
 GC2524;SPC TN       -   709,191.12  1,638,879.46   sFT  0.99997813   -0 39 16.8
 GC2524;UTM  16      - 4,014,616.241   489,379.291   MT  0.99960139   -0 04 11.9
 GC2524
 GC2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2524!SPC TN       -   0.99997258  x   0.99997813  =   0.99995071
 GC2524!UTM  16      -   0.99997258  x   0.99960139  =   0.99957398
 GC2524
 GC2524                          SUPERSEDED SURVEY CONTROL
 GC2524
 GC2524  NAD 83(1995)-  36 16 35.16463(N)    087 07 05.71949(W) AD(       ) 2
 GC2524  NAD 83(1995)-  36 16 35.16664(N)    087 07 05.72056(W) AD(       ) 2
 GC2524  NAD 83(1986)-  36 16 35.17299(N)    087 07 05.72058(W) AD(       ) 2
 GC2524  NAD 27      -  36 16 34.97600(N)    087 07 05.70300(W) AD(       ) 2
 GC2524
 GC2524.Superseded values are not recommended for survey control.
 GC2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2524.See file dsdata.txt to determine how the superseded data were derived.
 GC2524
 GC2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8937914616(NAD 83)
 GC2524_MARKER: DE = TRAVERSE STATION DISK
 GC2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2524_MARK LOGO: USE   
 GC2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2524+STABILITY: SURFACE MOTION
 GC2524
 GC2524  HISTORY     - Date     Condition        Report By
 GC2524  HISTORY     - 1953     MONUMENTED       USE
 GC2524
 GC2524                          STATION DESCRIPTION
 GC2524
 GC2524'DESCRIBED BY US ENGINEERS 1953
 GC2524'SEE STATION GREEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2331 ***********************************************************************
 GC2331  DESIGNATION -  GREENBRIER
 GC2331  PID         -  GC2331
 GC2331  STATE/COUNTY-  TN/ROBERTSON
 GC2331  USGS QUAD   -  GREENBRIER (1981)
 GC2331
 GC2331                         *CURRENT SURVEY CONTROL
 GC2331  ___________________________________________________________________
 GC2331* NAD 83(1995)-  36 25 41.91089(N)    086 48 16.07635(W)     ADJUSTED  
 GC2331* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 GC2331  ___________________________________________________________________
 GC2331  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GC2331  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2331
 GC2331  HORZ ORDER  -  THIRD
 GC2331
 GC2331.The horizontal coordinates were established by classical geodetic methods
 GC2331.and adjusted by the National Geodetic Survey in April 1999..
 GC2331
 GC2331.The orthometric height was scaled from a topographic map.
 GC2331
 GC2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2331
 GC2331.The geoid height was determined by GEOID03.
 GC2331
 GC2331;                    North         East     Units Scale Factor Converg.
 GC2331;SPC TN       -   232,737.028   527,861.314   MT  1.00000209   -0 28 15.5
 GC2331;SPC TN       -   763,571.40  1,731,824.99   sFT  1.00000209   -0 28 15.5
 GC2331;UTM  16      - 4,031,473.598   517,527.269   MT  0.99960378   +0 06 58.0
 GC2331
 GC2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2331!SPC TN       -   0.99996400  x   1.00000209  =   0.99996609
 GC2331!UTM  16      -   0.99996400  x   0.99960378  =   0.99956779
 GC2331
 GC2331|---------------------------------------------------------------------|
 GC2331| PID    Reference Object                     Distance      Geod. Az  |
 GC2331|                                                           dddmmss.s |
 GC2331| GC2330 GREENBRIER MUNICIPAL TANK           275.089 METERS 10934     |
 GC2331| GC2332 TT 48 B                              19.855 METERS 17216     |
 GC2331| CG5919 GREENBRIER RM 1                      28.626 METERS 25341     |
 GC2331| CG5918 GREENBRIER AZ MK                                   3442923.5 |
 GC2331|---------------------------------------------------------------------|
 GC2331
 GC2331                          SUPERSEDED SURVEY CONTROL
 GC2331
 GC2331  NAD 83(1995)-  36 25 41.91202(N)    086 48 16.07825(W) AD(       ) 3
 GC2331  NAD 83(1995)-  36 25 41.91561(N)    086 48 16.08021(W) AD(       ) 3
 GC2331  NAD 83(1986)-  36 25 41.92029(N)    086 48 16.08024(W) AD(       ) 3
 GC2331  NAD 27      -  36 25 41.75100(N)    086 48 16.08900(W) AD(       ) 3
 GC2331
 GC2331.Superseded values are not recommended for survey control.
 GC2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2331.See file dsdata.txt to determine how the superseded data were derived.
 GC2331
 GC2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1752731474(NAD 83)
 GC2331_MARKER: DS = TRIANGULATION STATION DISK
 GC2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2331
 GC2331  HISTORY     - Date     Condition        Report By
 GC2331  HISTORY     - 1953     MONUMENTED       CGS
 GC2331
 GC2331                          STATION DESCRIPTION
 GC2331
 GC2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2331'STATION IS LOCATED ON THE PROPERTY OF C.E. ANDERSON ACROSS THE STREET
 GC2331'FROM THE LOUISVILLE AND NASHVILLE RAILROAD DEPOT IN GREENBRIER.  IT
 GC2331'IS 132 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE DEPOT, 61 FEET
 GC2331'NORTH OF THE NORTH CORNER OF A BRICK BUILDING AND 22 FEET
 GC2331'SOUTHWEST OF THE CENTER OF A PAVED STREET.  THE MARK IS FLUSH AND THE
 GC2331'DISK IS STAMPED GREENBRIER 1953.
 GC2331'
 GC2331'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF THE EAST CORNER OF A SMALL
 GC2331'SHED.  THE MARK IS FLUSH AND THE DISK IS STAMPED GREENBRIER NO 1
 GC2331'1953.
 GC2331'
 GC2331'4 WA (TT 48 B) (USGS) WAS USED AS A REFERENCE MARK.  IT IS IN A
 GC2331'CONCRETE WINDOW SILL IN THE NORTH CORNER OF A BRICK BUILDING.  THE
 GC2331'DISK IS A U.S. GEOLOGICAL SURVEY IN CO-OPERATION WITH THE STATE DISK,
 GC2331'SET FLUSH IN A DRILLHOLE IN THE CONCRETE SILL AND IT IS STAMPED
 GC2331'TT STA NO 48 B 1930 4 WA 1929.
 GC2331'
 GC2331'AZIMUTH MARK IS 61 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GC2331'RAILROAD TRACK, 16 FEET SOUTHWEST OF THE CENTER OF THE PAVED
 GC2331'STREET AND 3 FEET SOUTH OF A WHITE WITNESS POST AND POWER POLE.  THE
 GC2331'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GREENBRIER
 GC2331'1953.
 GC2331'
 GC2331'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE EAST
 GC2331'SIDE OF THE RAILROAD TRACKS FOR 0.25 MILE TO THE MARK AS
 GC2331'DESCRIBED.
 GC2331'
 GC2331'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2487 ***********************************************************************
 FB2487  DESIGNATION -  GREENBRIER LOT
 FB2487  PID         -  FB2487
 FB2487  STATE/COUNTY-  TN/SEVIER
 FB2487  USGS QUAD   -  MOUNT GUYOT (1964)
 FB2487
 FB2487                         *CURRENT SURVEY CONTROL
 FB2487  ___________________________________________________________________
 FB2487* NAD 83(1995)-  35 43 06.62911(N)    083 20 46.88704(W)     ADJUSTED  
 FB2487* NAVD 88     -      1401.0    (meters)    4596.     (feet)  VERTCON   
 FB2487  ___________________________________________________________________
 FB2487  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 FB2487  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FB2487
 FB2487  HORZ ORDER  -  THIRD
 FB2487
 FB2487.The horizontal coordinates were established by classical geodetic methods
 FB2487.and adjusted by the National Geodetic Survey in April 1999..
 FB2487
 FB2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2487
 FB2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2487
 FB2487.The geoid height was determined by GEOID03.
 FB2487
 FB2487;                    North         East     Units Scale Factor Converg.
 FB2487;SPC TN       -   156,938.561   840,068.262   MT  0.99995043   +1 33 12.8
 FB2487;SPC TN       -   514,889.26  2,756,123.96   sFT  0.99995043   +1 33 12.8
 FB2487;UTM  17      - 3,955,265.532   287,760.362   MT  1.00015511   -1 22 13.2
 FB2487
 FB2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2487!SPC TN       -   0.99978475  x   0.99995043  =   0.99973519
 FB2487!UTM  17      -   0.99978475  x   1.00015511  =   0.99993982
 FB2487
 FB2487                          SUPERSEDED SURVEY CONTROL
 FB2487
 FB2487  NAD 83(1995)-  35 43 06.63431(N)    083 20 46.89208(W) AD(       ) 4
 FB2487  NAD 83(1986)-  35 43 06.63880(N)    083 20 46.88788(W) AD(       ) 4
 FB2487  NAD 27      -  35 43 06.29759(N)    083 20 47.32083(W) AD(       ) 3
 FB2487  NGVD 29 (07/19/86) 1401.1    (m)         4597.     (f) VERT ANG       
 FB2487
 FB2487.Superseded values are not recommended for survey control.
 FB2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2487.See file dsdata.txt to determine how the superseded data were derived.
 FB2487
 FB2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8776055266(NAD 83)
 FB2487_MARKER: 57 = LOOKOUT TOWER
 FB2487
 FB2487  HISTORY     - Date     Condition        Report By
 FB2487  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2487
 FB2487                          STATION DESCRIPTION
 FB2487
 FB2487'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2487'GATLINBURG, 0.3 MI N. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO
 FB2487'JUNCTION WITH STATE HIGHWAY 73, TURN E. (RIGHT) ON HIGHWAY 773 AND
 FB2487'GO 6.2 MI TO T-RD. S. AND SIGN GREENBRIER RANGER STATION, TURN S.
 FB2487'(RIGHT) AND GO 3.1 MI TO T-RD. E., TURN E. (LEFT) AND GO 1.6 MI TO
 FB2487'LOCKED GATE, CONTINUE 1.5 MI TO CIRCULAR DRIVE, TURN N. (LEFT) ON JEEP
 FB2487'TRAIL FOR ABOUT 2.0 MI TO END OF JEEP TRAIL, PACK 30 MINUTES NO
 FB2487'TRAIL TO TOP OF GREENBRIER PINNACLE, CENTERLINE OF 60 FT STEEL TOWER
 FB2487'DESIGNATED---GREENBRIER LOOKOUT TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2330 ***********************************************************************
 GC2330  DESIGNATION -  GREENBRIER MUNICIPAL TANK
 GC2330  PID         -  GC2330
 GC2330  STATE/COUNTY-  TN/ROBERTSON
 GC2330  USGS QUAD   -  GREENBRIER (1981)
 GC2330
 GC2330                         *CURRENT SURVEY CONTROL
 GC2330  ___________________________________________________________________
 GC2330* NAD 83(1995)-  36 25 38.92236(N)    086 48 05.67041(W)     ADJUSTED  
 GC2330* NAVD 88     -                                                        
 GC2330  ___________________________________________________________________
 GC2330  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GC2330  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2330
 GC2330  HORZ ORDER  -  THIRD
 GC2330
 GC2330.The horizontal coordinates were established by classical geodetic methods
 GC2330.and adjusted by the National Geodetic Survey in April 1999..
 GC2330
 GC2330
 GC2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2330
 GC2330.The geoid height was determined by GEOID03.
 GC2330
 GC2330;                    North         East     Units Scale Factor Converg.
 GC2330;SPC TN       -   232,642.786   528,119.756   MT  1.00000194   -0 28 09.4
 GC2330;SPC TN       -   763,262.21  1,732,672.90   sFT  1.00000194   -0 28 09.4
 GC2330;UTM  16      - 4,031,382.044   517,786.561   MT  0.99960390   +0 07 04.2
 GC2330
 GC2330                          SUPERSEDED SURVEY CONTROL
 GC2330
 GC2330  NAD 83(1995)-  36 25 38.92349(N)    086 48 05.67231(W) AD(       ) 4
 GC2330  NAD 83(1995)-  36 25 38.92703(N)    086 48 05.67460(W) AD(       ) 4
 GC2330  NAD 83(1986)-  36 25 38.93184(N)    086 48 05.67434(W) AD(       ) 4
 GC2330  NAD 27      -  36 25 38.76200(N)    086 48 05.68100(W) AD(       ) 3
 GC2330
 GC2330.Superseded values are not recommended for survey control.
 GC2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2330.See file dsdata.txt to determine how the superseded data were derived.
 GC2330
 GC2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1778731382(NAD 83)
 GC2330_MARKER: 53 = ELEVATED TANK
 GC2330_SETTING: 0 = UNSPECIFIED SETTING
 GC2330
 GC2330  HISTORY     - Date     Condition        Report By
 GC2330  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2330  HISTORY     - 1959     GOOD             CGS
 GC2330  HISTORY     - 1970     GOOD             NGS
 GC2330
 GC2330                          STATION DESCRIPTION
 GC2330
 GC2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2330'STATION IS THE BALL AT THE TOP OF THE MUNICIPAL WATER TANK, LOCATED
 GC2330'IN THE EAST PART OF GREENBRIER ABOUT 50 FEET NORTH OF COLLEGE
 GC2330'STREET. IT IS A STEEL TANK MOUNTED ON A 4 LEGGED STEEL STRUCTURE, IS
 GC2330'ABOUT 150 FEET HIGH AND IS PAINTED SILVER.
 GC2330
 GC2330                          STATION RECOVERY (1959)
 GC2330
 GC2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2330'THE STATION WAS RECOVERED AS DESCRIBED.
 GC2330
 GC2330                          STATION RECOVERY (1970)
 GC2330
 GC2330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2330'THE STATION WAS VISITED 5/70 AND RECOVERED AS DESCRIBED IN 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3402 ***********************************************************************
 GA3402  DESIGNATION -  GREENEVILLE
 GA3402  PID         -  GA3402
 GA3402  STATE/COUNTY-  TN/GREENE
 GA3402  USGS QUAD   -  GREENEVILLE (1961)
 GA3402
 GA3402                         *CURRENT SURVEY CONTROL
 GA3402  ___________________________________________________________________
 GA3402* NAD 83(1995)-  36 10 53.49356(N)    082 48 59.07479(W)     ADJUSTED  
 GA3402* NAVD 88     -       513.7    (meters)    1685.     (feet)  VERTCON   
 GA3402  ___________________________________________________________________
 GA3402  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GA3402  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA3402
 GA3402  HORZ ORDER  -  SECOND
 GA3402
 GA3402.The horizontal coordinates were established by classical geodetic methods
 GA3402.and adjusted by the National Geodetic Survey in April 1999..
 GA3402
 GA3402.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3402
 GA3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3402
 GA3402.The geoid height was determined by GEOID03.
 GA3402
 GA3402;                    North         East     Units Scale Factor Converg.
 GA3402;SPC TN       -   209,714.269   886,324.941   MT  0.99996674   +1 51 49.7
 GA3402;SPC TN       -   688,037.56  2,907,884.41   sFT  0.99996674   +1 51 49.7
 GA3402;UTM  17      - 4,005,611.432   336,658.952   MT  0.99992874   -1 04 21.2
 GA3402
 GA3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3402!SPC TN       -   0.99992430  x   0.99996674  =   0.99989104
 GA3402!UTM  17      -   0.99992430  x   0.99992874  =   0.99985304
 GA3402
 GA3402:                Primary Azimuth Mark                     Grid Az
 GA3402:SPC TN       -  GREENEVILLE AZ MK                        046 06 13.8
 GA3402:UTM  17      -  GREENEVILLE AZ MK                        049 02 24.7
 GA3402
 GA3402|---------------------------------------------------------------------|
 GA3402| PID    Reference Object                     Distance      Geod. Az  |
 GA3402|                                                           dddmmss.s |
 GA3402| DB9865 GREENEVILLE AZ MK                                  0475803.5 |
 GA3402| DB9866 GREENEVILLE RM 1                     39.929 METERS 05249     |
 GA3402| GA3398 CAMP CREEK BALD FIRE LOT            APPROX.19.8 KM 1523313.5 |
 GA3402| GA3400 GREENEVILLE HIGHER TWO SPIPES       APPROX. 1.9 KM 2285748.9 |
 GA3402| GA3404 GREENEVILLE 2                         5.893 METERS 25257     |
 GA3402| DB9867 GREENEVILLE RM 2                     27.203 METERS 27958     |
 GA3402|---------------------------------------------------------------------|
 GA3402
 GA3402                          SUPERSEDED SURVEY CONTROL
 GA3402
 GA3402  NAD 83(1995)-  36 10 53.49703(N)    082 48 59.07892(W) AD(       ) 2
 GA3402  NAD 83(1995)-  36 10 53.50363(N)    082 48 59.08441(W) AD(       ) 2
 GA3402  NAD 83(1995)-  36 10 53.49879(N)    082 48 59.07758(W) AD(       ) 2
 GA3402  NAD 83(1986)-  36 10 53.50278(N)    082 48 59.07843(W) AD(       ) 2
 GA3402  NAD 27      -  36 10 53.12900(N)    082 48 59.52900(W) AD(       ) 2
 GA3402  NGVD 29 (07/19/86)  513.8    (m)         1686.     (f) VERT ANG       
 GA3402
 GA3402.Superseded values are not recommended for survey control.
 GA3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3402.See file dsdata.txt to determine how the superseded data were derived.
 GA3402
 GA3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3665905611(NAD 83)
 GA3402_MARKER: DS = TRIANGULATION STATION DISK
 GA3402_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GA3402
 GA3402  HISTORY     - Date     Condition        Report By
 GA3402  HISTORY     - 1934     MONUMENTED       CGS
 GA3402  HISTORY     - 1950     GOOD             TVA
 GA3402  HISTORY     - 1961     GOOD             CGS
 GA3402  HISTORY     - 1974     GOOD             NGS
 GA3402
 GA3402                          STATION DESCRIPTION
 GA3402
 GA3402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3402'ABOUT 1.55 MILES NORTHEAST ALONG STATE ROUTE 93 FROM COURTHOUSE IN
 GA3402'GREENEVILLE, AT
 GA3402'TOP OF GRADE, IN FENCE LINE ON WEST SIDE OF SMALL
 GA3402'ORCHARD, 125 FEET NORTH OF SMALL
 GA3402'WHITE HOUSE ON EAST SIDE OF HIGHWAY,
 GA3402'AND 30.1 FEET EAST OF CENTER OF HIGHWAY.  SURFACE
 GA3402'AND UNDERGROUND
 GA3402'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GA3402'REFERENCE AND
 GA3402'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GA3402'NO. 1 IS ALONG EAST
 GA3402'EDGE OF HIGHWAY AND 131.45 FEET
 GA3402'(SLOPE DISTANCE) FROM STATION N 52 DEG 40 MIN E.
 GA3402'NO. 2 IS
 GA3402'ON WEST SIDE OF HIGHWAY AND 89.25 FEET (SLOPE DISTANCE) FROM
 GA3402'STATION N 80 DEG 01 MIN W.
 GA3402'AZIMUTH MARK IS 40 FEET NORTH OF T-ROAD
 GA3402'EAST, 20 FEET EAST OF
 GA3402'CENTER OF HIGHWAY, 3 FEET FROM TELEPHONE POLE,
 GA3402'AND ABOUT 0.2 MILE (BY ROAD) FROM
 GA3402'STATION N 47 DEG 58 MIN E.
 GA3402'BEARING FROM STATION TO GREENEVILLE,
 GA3402'STANDPIPE, HIGHER OF
 GA3402'TWO, DISTANT 1.2 MILES, IS S 48 DEG 57 MIN W.
 GA3402
 GA3402                          STATION RECOVERY (1950)
 GA3402
 GA3402'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA3402'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE FOLLOWING CHANGES IN
 GA3402'1.  DISTANCE FROM
 GA3402'HOUSE IS 162 FEET, DIRECTION FROM HWY 93 IS SE,
 GA3402'ADD- 9.4 FEET N 33 DEG E TO NAIL AND
 GA3402'BOTTLE CAP ON POWER POLE, SIGN SET
 GA3402'1.4 FEET S 86 DEG W FROM STATION .
 GA3402'
 GA3402'2.  R.M. 2 IS 19.1 FEET S 84 DEG E TO NAIL AND BOTTLE CAP IN TELEPHONE
 GA3402'POLE.
 GA3402'
 GA3402'3.  R.M. 1 IS 94.4 FEET N 45 DEG E TO NAIL AND CAP IN TELEPHONE POLE.
 GA3402'
 GA3402'4.  AZIMUTH MARK IS 0.8 FOOT TO TELEPHONE POLE.
 GA3402
 GA3402                          STATION RECOVERY (1961)
 GA3402
 GA3402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3402'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 GA3402'AZIMUTH MARK ARE IN GOOD
 GA3402'CONDITION.  A 90 FOOT SIGNAL WAS BUILT 6.565 METERS
 GA3402'ECCENTRIC DUE TO POWER LINES ABOVE
 GA3402'THE STATION MARK.  AN EXCESSIVE
 GA3402'AMOUNT OF CLEARING WOULD BE REQUIRED TO OBSERVE THE
 GA3402'REFERENCE AND
 GA3402'AZIMUTH MARKS.  THE ORIGINAL TO REACH IS ADEQUATE.
 GA3402'
 GA3402'FOLLOWING IS ADDITIONAL REFERENCES.
 GA3402'
 GA3402'THE STATION MARK IS 1.4 FEET WEST OF A WITNESS POST AND SIGN.
 GA3402'
 GA3402'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GA3402'93 AND 4 FEET NORTH OF A
 GA3402'WIRE FENCE AND CEDAR TREE.
 GA3402'
 GA3402'REFERENCE MARK NO. 2 IS 28 FEET NORTHWEST OF THE CENTER OF STATE
 GA3402'HIGHWAY 93 AND 4 FEET
 GA3402'SOUTHEAST OF A WIRE FENCE.
 GA3402
 GA3402                          STATION RECOVERY (1974)
 GA3402
 GA3402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GA3402'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 GA3402'IN GOOD CONDITION.  THE SLOPE DISTANCE TO REFERENCE MARK 1 CHECKED
 GA3402'AND A HORIZONTAL MEASUREMENT WAS MADE AT THIS TIME.  THE DISTANCE
 GA3402'TO REFERENCE MARK 1 CHECKED.  REFERENCE MARK 2 WAS NOT FOUND AND
 GA3402'ASSUMED TO HAVE BEEN DESTROYED.  THE STATION MARK IS VERY NEAR
 GA3402'A DEEP CUT-BANK AND A NEW STATION GREENEVILLE 2 1974 WAS
 GA3402'ESTABLISHED.  IT IS POSSIBLE THAT THE STATION WILL NOT BE
 GA3402'DESTROYED AND A NEW DESCRIPTION FOLLOWS--
 GA3402'
 GA3402'THE STATION IS 2 FEET NORTHEAST OF A POWER POLE, 1 FOOT SOUTHWEST OF
 GA3402'A DEEP CUT-BANK, 30 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 GA3402'HIGHWAY 93 AND 124 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY.
 GA3402'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GREENEVILLE
 GA3402'1934.
 GA3402'
 GA3402'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 AND U.S.
 GA3402'HIGHWAY 11 E (BY-PASS) AT THE NORTHEAST EDGE OF GREENEVILLE, GO
 GA3402'NORTHEAST ON HIGHWAY 93 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 GA3402'CONTINUE NORTHEAST ON THE HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK
 GA3402'ON THE RIGHT.
 GA3402'
 GA3402'REFERENCE MARK 1 IS 2 FEET SOUTH OF A POWER POLE AND 24 FEET
 GA3402'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 4
 GA3402'INCHES AND THE DISK IS STAMPED GREENEVILLE NO 1 1934.
 GA3402'
 GA3402'GREENEVILLE 2 1974 IS 27 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA3402'HIGHWAY, 41 FEET NORTHEAST OF AN 8 INCH CEDAR TREE, 106 FEET
 GA3402'NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY AND 17 FEET WEST OF THE
 GA3402'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GA3402'GREENEVILLE 2 1974.
 GA3402'
 GA3402'THE AZIMUTH MARK IS 21 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA3402'HIGHWAY, 44 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 39
 GA3402'FEET NORTHEAST OF THE CENTERLINE OF A STREET, 12 FEET SOUTHWEST OF
 GA3402'A 10 INCH ELM TREE AND 4 FEET SOUTHEAST OF A LOW CONCRETE BLOCK
 GA3402'RETAINING WALL.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 GA3402'STAMPED GREENEVILLE AZI 1934.
 GA3402'
 GA3402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORTHEAST
 GA3402'EDGE OF GREENEVILLE.
 GA3402'
 GA3402'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3404 ***********************************************************************
 GA3404  DESIGNATION -  GREENEVILLE 2
 GA3404  PID         -  GA3404
 GA3404  STATE/COUNTY-  TN/GREENE
 GA3404  USGS QUAD   -  GREENEVILLE (1961)
 GA3404
 GA3404                         *CURRENT SURVEY CONTROL
 GA3404  ___________________________________________________________________
 GA3404* NAD 83(1995)-  36 10 53.43751(N)    082 48 59.30026(W)     ADJUSTED  
 GA3404* NAVD 88     -       513.7    (meters)    1685.     (feet)  VERTCON   
 GA3404  ___________________________________________________________________
 GA3404  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GA3404  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA3404
 GA3404  HORZ ORDER  -  SECOND
 GA3404
 GA3404.The horizontal coordinates were established by classical geodetic methods
 GA3404.and adjusted by the National Geodetic Survey in April 1999..
 GA3404
 GA3404.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3404
 GA3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3404
 GA3404.The geoid height was determined by GEOID03.
 GA3404
 GA3404;                    North         East     Units Scale Factor Converg.
 GA3404;SPC TN       -   209,712.359   886,319.367   MT  0.99996673   +1 51 49.5
 GA3404;SPC TN       -   688,031.30  2,907,866.12   sFT  0.99996673   +1 51 49.5
 GA3404;UTM  17      - 4,005,609.810   336,653.287   MT  0.99992877   -1 04 21.3
 GA3404
 GA3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3404!SPC TN       -   0.99992430  x   0.99996673  =   0.99989103
 GA3404!UTM  17      -   0.99992430  x   0.99992877  =   0.99985307
 GA3404
 GA3404:                Primary Azimuth Mark                     Grid Az
 GA3404:SPC TN       -  GREENEVILLE AZ MK                        046 33 58.9
 GA3404:UTM  17      -  GREENEVILLE AZ MK                        049 30 09.7
 GA3404
 GA3404|---------------------------------------------------------------------|
 GA3404| PID    Reference Object                     Distance      Geod. Az  |
 GA3404|                                                           dddmmss.s |
 GA3404| DB9865 GREENEVILLE AZ MK                                  0482548.4 |
 GA3404| DB9866 GREENEVILLE RM 1                     45.510 METERS 05523     |
 GA3404| GA3402 GREENEVILLE                           5.893 METERS 07257     |
 GA3404| DB9868 GREENEVILLE 2 RM 3                    5.554 METERS 23310     |
 GA3404|---------------------------------------------------------------------|
 GA3404
 GA3404                          SUPERSEDED SURVEY CONTROL
 GA3404
 GA3404  NAD 83(1995)-  36 10 53.44098(N)    082 48 59.30440(W) AD(       ) 2
 GA3404  NAD 83(1995)-  36 10 53.44757(N)    082 48 59.30989(W) AD(       ) 2
 GA3404  NAD 83(1995)-  36 10 53.44274(N)    082 48 59.30306(W) AD(       ) 2
 GA3404  NAD 83(1986)-  36 10 53.44673(N)    082 48 59.30390(W) AD(       ) 2
 GA3404  NAD 27      -  36 10 53.07294(N)    082 48 59.75446(W) AD(       ) 2
 GA3404  NGVD 29 (07/19/86)  513.8    (m)         1686.     (f) VERT ANG       
 GA3404
 GA3404.Superseded values are not recommended for survey control.
 GA3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3404.See file dsdata.txt to determine how the superseded data were derived.
 GA3404
 GA3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3665305610(NAD 83)
 GA3404_MARKER: DS = TRIANGULATION STATION DISK
 GA3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3404_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3404
 GA3404  HISTORY     - Date     Condition        Report By
 GA3404  HISTORY     - 1974     MONUMENTED       NGS
 GA3404
 GA3404                          STATION DESCRIPTION
 GA3404
 GA3404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GA3404'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF GREENEVILLE, 27 FEET
 GA3404'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 93, 41 FEET NORTHEAST
 GA3404'OF AN 8 INCH CEDAR TREE, 106 FEET NORTHEAST OF THE CENTERLINE OF A
 GA3404'DRIVEWAY AND 17 FEET WEST OF A POWER POLE.  THE MONUMENT IS FLUSH
 GA3404'AND THE DISK IS STAMPED GREENEVILLE 2 1974.
 GA3404'
 GA3404'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 AND U.S.
 GA3404'HIGHWAY 11 E (BY-PASS) AT THE NORTHEAST EDGE OF GREENEVILLE, GO
 GA3404'NORTHEAST ON HIGHWAY 93 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 GA3404'CONTINUE NORTHEAST ON THE HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK
 GA3404'ON THE RIGHT.
 GA3404'
 GA3404'REFERENCE MARK 1 IS 2 FEET SOUTH OF A POWER POLE AND 24 FEET
 GA3404'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS
 GA3404'4 INCHES AND THE DISK IS STAMPED GREENEVILLE NO 1 1934.
 GA3404'
 GA3404'REFERENCE MARK 3 IS 88 FEET NORTHEAST OF THE CENTERLINE OF THE
 GA3404'DRIVEWAY, 23 FEET NORTHEAST OF THE CEDAR TREE AND 30 FEET SOUTHEAST
 GA3404'OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE
 GA3404'DISK IS STAMPED GREENEVILLE 2 NO 3 1974.
 GA3404'
 GA3404'GREENEVILLE 1934 IS 2 FEET NORTHEAST OF A POWER POLE, 1 FOOT
 GA3404'SOUTHWEST OF A DEEP CUT BANK, 30 FEET SOUTHEAST OF THE CENTERLINE OF
 GA3404'THE HIGHWAY AND 124 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY.
 GA3404'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GREENEVILLE 1934.
 GA3404'
 GA3404'THE AZIMUTH MARK IS 21 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA3404'HIGHWAY, 44 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 39
 GA3404'FEET NORTHEAST OF THE CENTERLINE OF A STREET, 12 FEET SOUTHWEST OF
 GA3404'A 10 INCH ELM TREE AND 4 FEET SOUTHEAST OF A LOW CONCRETE BLOCK
 GA3404'RETAINING WALL.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 GA3404'STAMPED GREENEVILLE AZI 1934.
 GA3404'
 GA3404'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3400 ***********************************************************************
 GA3400  DESIGNATION -  GREENEVILLE HIGHER TWO SPIPES
 GA3400  PID         -  GA3400
 GA3400  STATE/COUNTY-  TN/GREENE
 GA3400  USGS QUAD   -  GREENEVILLE (1961)
 GA3400
 GA3400                         *CURRENT SURVEY CONTROL
 GA3400  ___________________________________________________________________
 GA3400* NAD 83(1995)-  36 10 12.03066(N)    082 49 57.82011(W)     ADJUSTED  
 GA3400* NAVD 88     -                                                        
 GA3400  ___________________________________________________________________
 GA3400  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GA3400  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA3400
 GA3400  HORZ ORDER  -  THIRD
 GA3400
 GA3400.The horizontal coordinates were established by classical geodetic methods
 GA3400.and adjusted by the National Geodetic Survey in April 1999..
 GA3400
 GA3400
 GA3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3400
 GA3400.The geoid height was determined by GEOID03.
 GA3400
 GA3400;                    North         East     Units Scale Factor Converg.
 GA3400;SPC TN       -   208,389.359   884,899.189   MT  0.99996554   +1 51 15.3
 GA3400;SPC TN       -   683,690.76  2,903,206.76   sFT  0.99996554   +1 51 15.3
 GA3400;UTM  17      - 4,004,361.337   335,167.254   MT  0.99993478   -1 04 54.8
 GA3400
 GA3400                          SUPERSEDED SURVEY CONTROL
 GA3400
 GA3400  NAD 83(1995)-  36 10 12.03519(N)    082 49 57.82295(W) AD(       ) 4
 GA3400  NAD 83(1995)-  36 10 12.04084(N)    082 49 57.82945(W) AD(       ) 4
 GA3400  NAD 83(1995)-  36 10 12.03984(N)    082 49 57.81722(W) AD(       ) 4
 GA3400  NAD 83(1986)-  36 10 12.04401(N)    082 49 57.81827(W) AD(       ) 4
 GA3400  NAD 27      -  36 10 11.66000(N)    082 49 58.28000(W) AD(       ) 3
 GA3400
 GA3400.Superseded values are not recommended for survey control.
 GA3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3400.See file dsdata.txt to determine how the superseded data were derived.
 GA3400
 GA3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3516704361(NAD 83)
 GA3400_MARKER: 52 = STANDPIPE TANK
 GA3400
 GA3400  HISTORY     - Date     Condition        Report By
 GA3400  HISTORY     - 1934     FIRST OBSERVED   CGS
 GA3400  HISTORY     - 1981     GOOD             LOCENG
 GA3400
 GA3400                          STATION DESCRIPTION
 GA3400
 GA3400'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (CTJ)
 GA3400'THE DESCRIPTION CALLS FOR THE HIGHER OF TWO STANDPIPES.  THERE IS NO
 GA3400'VISUAL EVIDENCE OF ANY DIFFERENCE IN HEIGHT.  A MORE PRECISE
 GA3400'LOCATION OF THE MARK WOULD BE GREATLY APPRECIATED.
 GA3400'
 GA3400'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GREENEVILLE (1.2 MILES
 GA3400'FROM STATION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3401 ***********************************************************************
 GA3401  DESIGNATION -  GREENEVILLE MUNICIPAL TANK
 GA3401  PID         -  GA3401
 GA3401  STATE/COUNTY-  TN/GREENE
 GA3401  USGS QUAD   -  GREENEVILLE (1961)
 GA3401
 GA3401                         *CURRENT SURVEY CONTROL
 GA3401  ___________________________________________________________________
 GA3401* NAD 83(1995)-  36 10 12.28073(N)    082 49 56.87153(W)     ADJUSTED  
 GA3401* NAVD 88     -                                                        
 GA3401  ___________________________________________________________________
 GA3401  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 GA3401  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA3401
 GA3401  HORZ ORDER  -  THIRD
 GA3401
 GA3401.The horizontal coordinates were established by classical geodetic methods
 GA3401.and adjusted by the National Geodetic Survey in April 1999..
 GA3401
 GA3401
 GA3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3401
 GA3401.The geoid height was determined by GEOID03.
 GA3401
 GA3401;                    North         East     Units Scale Factor Converg.
 GA3401;SPC TN       -   208,397.829   884,922.633   MT  0.99996555   +1 51 15.8
 GA3401;SPC TN       -   683,718.54  2,903,283.67   sFT  0.99996555   +1 51 15.8
 GA3401;UTM  17      - 4,004,368.596   335,191.101   MT  0.99993468   -1 04 54.2
 GA3401
 GA3401                          SUPERSEDED SURVEY CONTROL
 GA3401
 GA3401  NAD 83(1995)-  36 10 12.28396(N)    082 49 56.87613(W) AD(       ) 4
 GA3401  NAD 83(1995)-  36 10 12.29125(N)    082 49 56.88103(W) AD(       ) 4
 GA3401  NAD 83(1995)-  36 10 12.28576(N)    082 49 56.87458(W) AD(       ) 4
 GA3401  NAD 83(1986)-  36 10 12.28975(N)    082 49 56.87577(W) AD(       ) 4
 GA3401  NAD 27      -  36 10 11.91700(N)    082 49 57.32600(W) AD(       ) 3
 GA3401
 GA3401.Superseded values are not recommended for survey control.
 GA3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3401.See file dsdata.txt to determine how the superseded data were derived.
 GA3401
 GA3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3519104369(NAD 83)
 GA3401_MARKER: 51 = TANK
 GA3401
 GA3401  HISTORY     - Date     Condition        Report By
 GA3401  HISTORY     - 1961     FIRST OBSERVED   CGS
 GA3401
 GA3401                          STATION DESCRIPTION
 GA3401
 GA3401'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3401'THE STATION IS LOCATED IN THE WESTERN PART OF GREENEVILLE AND 0.05
 GA3401'MILE SOUTH OF THE JUNCTION
 GA3401'OF NELSON STREET AND HIGHLAND AVENUE.
 GA3401'
 GA3401'THE STATION IS A ROUND STRUCTURE, SILVER IN COLOR AND THE OVER-ALL
 GA3401'HEIGHT IS ABOUT 80 FEET.
 GA3401'THE POINT OF INTERSECTION WAS THE VERTEX BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0362 ***********************************************************************
 GD0362  DESIGNATION -  GREENFIELD AZ MK
 GD0362  PID         -  GD0362
 GD0362  STATE/COUNTY-  TN/WEAKLEY
 GD0362  USGS QUAD   -  GREENFIELD (1985)
 GD0362
 GD0362                         *CURRENT SURVEY CONTROL
 GD0362  ___________________________________________________________________
 GD0362* NAD 83(1986)-  36 09 11.     (N)    088 48 01.     (W)     SCALED    
 GD0362* NAVD 88     -       131.397  (meters)     431.09   (feet)  ADJUSTED  
 GD0362  ___________________________________________________________________
 GD0362  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0362  DYNAMIC HT  -         131.288 (meters)     430.73  (feet)  COMP
 GD0362  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 GD0362
 GD0362  VERT ORDER  -  FIRST     CLASS II
 GD0362
 GD0362.The horizontal coordinates were scaled from a topographic map and have
 GD0362.an estimated accuracy of +/- 6 seconds.
 GD0362
 GD0362.The orthometric height was determined by differential leveling
 GD0362.and adjusted by the National Geodetic Survey in June 1991..
 GD0362
 GD0362.The geoid height was determined by GEOID03.
 GD0362
 GD0362.The dynamic height is computed by dividing the NAVD 88
 GD0362.geopotential number by the normal gravity value computed on the
 GD0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0362.degrees latitude (g = 980.6199 gals.).
 GD0362
 GD0362.The modeled gravity was interpolated from observed gravity values.
 GD0362
 GD0362;                    North         East    Units  Estimated Accuracy
 GD0362;SPC TN       -   205,500.      348,050.      MT  (+/- 180 meters Scaled)
 GD0362
 GD0362                          SUPERSEDED SURVEY CONTROL
 GD0362
 GD0362  NGVD 29 (??/??/??)  131.425  (m)          431.18   (f) ADJUSTED    1 2
 GD0362
 GD0362.Superseded values are not recommended for survey control.
 GD0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0362.See file dsdata.txt to determine how the superseded data were derived.
 GD0362
 GD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380024(NAD 83)
 GD0362_MARKER: DZ = AZIMUTH MARK DISK
 GD0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0362_STAMPING: GREENFIELD AZI 1934
 GD0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0362+STABILITY: SURFACE MOTION
 GD0362
 GD0362  HISTORY     - Date     Condition        Report By
 GD0362  HISTORY     - 1934     MONUMENTED       CGS
 GD0362  HISTORY     - 1967     GOOD             CGS
 GD0362  HISTORY     - 20020826 MARK NOT FOUND   USACE
 GD0362
 GD0362                          STATION DESCRIPTION
 GD0362
 GD0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0362'AT GREENFIELD.
 GD0362'TO REACH THE MARK FROM THE JUNCTION OF STATE ROUTE 124 AND U.S.
 GD0362'HIGHWAY 45E AND STATE ROUTE 54 IN GREENFIELD, GO SOUTH ON U.S.
 GD0362'HIGHWAY 45E AND STATE ROUTE 54 FOR 0.3 MILE TO THE MARK ON THE
 GD0362'RIGHT.  IT IS ALONG THE WEST RIGHT-OF-WAY OF THE HIGHWAYS, 49
 GD0362'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FILLING STATION,
 GD0362'19 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45E AND
 GD0362'STATE ROUTE 54, 3.5 FEET NORTHWEST OF UTILITY POLE NO. 222, AND
 GD0362'0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0362'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, ROUND,
 GD0362'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GREENFIELD AZI
 GD0362'1934.  NOTE-- THE ORIGINAL BENCH MARK DESCRIPTION STATED THAT THE
 GD0362'D WAS OMITTED IN THE STAMPING OF THE MARK.  THIS IS IN ERROR.
 GD0362
 GD0362                          STATION RECOVERY (2002)
 GD0362
 GD0362'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0362'MARK DESTROYED. HWY HAS BEEN WIDENED AND FILLING STATION HAS BEEN
 GD0362'BUILT WITH A NEW CAR WASH IN SITE AREA AND PAVED ENTIRE AREA WITH
 GD0362'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1500 ***********************************************************************
 GD1500  DESIGNATION -  GREENFIELD MUNICIPAL TANK
 GD1500  PID         -  GD1500
 GD1500  STATE/COUNTY-  TN/WEAKLEY
 GD1500  USGS QUAD   -  GREENFIELD (1985)
 GD1500
 GD1500                         *CURRENT SURVEY CONTROL
 GD1500  ___________________________________________________________________
 GD1500* NAD 83(1995)-  36 09 18.02566(N)    088 47 59.20467(W)     ADJUSTED  
 GD1500* NAVD 88     -                                                        
 GD1500  ___________________________________________________________________
 GD1500  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GD1500  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1500
 GD1500  HORZ ORDER  -  THIRD
 GD1500
 GD1500.The horizontal coordinates were established by classical geodetic methods
 GD1500.and adjusted by the National Geodetic Survey in April 1999..
 GD1500
 GD1500
 GD1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1500
 GD1500.The geoid height was determined by GEOID03.
 GD1500
 GD1500;                    North         East     Units Scale Factor Converg.
 GD1500;SPC TN       -   205,717.764   348,099.949   MT  0.99996404   -1 38 20.8
 GD1500;SPC TN       -   674,925.70  1,142,057.92   sFT  0.99996404   -1 38 20.8
 GD1500;UTM  16      - 4,002,641.703   338,100.058   MT  0.99992297   -1 03 43.4
 GD1500
 GD1500                          SUPERSEDED SURVEY CONTROL
 GD1500
 GD1500  NAD 83(1995)-  36 09 18.02767(N)    088 47 59.20770(W) AD(       ) 4
 GD1500  NAD 83(1995)-  36 09 18.02780(N)    088 47 59.20817(W) AD(       ) 4
 GD1500  NAD 83(1986)-  36 09 18.03778(N)    088 47 59.20355(W) AD(       ) 4
 GD1500  NAD 27      -  36 09 17.80600(N)    088 47 58.98500(W) AD(       ) 3
 GD1500
 GD1500.Superseded values are not recommended for survey control.
 GD1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1500.See file dsdata.txt to determine how the superseded data were derived.
 GD1500
 GD1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3810002642(NAD 83)
 GD1500_MARKER: 53 = ELEVATED TANK
 GD1500
 GD1500  HISTORY     - Date     Condition        Report By
 GD1500  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1500  HISTORY     - 1967     GOOD             CGS
 GD1500
 GD1500                          STATION DESCRIPTION
 GD1500
 GD1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1500'THE STATION WAS RECOVERED AND IT WAS PROVEN THAT IT OCCUPIES THE SAME
 GD1500'POSITION AS THE BLACK TANK INTERSECTED IN 1934, BY OCCUPYING
 GD1500'TRIANGULATION STATION GREENFIELD 1934 AND CHECKING THE ANGLE
 GD1500'BETWEEN THE AZIMUTH MARK AND THIS WATER TANK.  NO DESCRIPTION OF
 GD1500'THIS WATER TANK HAS EVER BEEN WRITTEN PRIOR TO THIS TIME.
 GD1500'
 GD1500'THE STATION IS LOCATED IN BACK OF THE GREENFIELD CITY HALL ON NORTH
 GD1500'FRONT STREET IN GREENFIELD.
 GD1500'
 GD1500'IT IS 70 FEET EAST OF THE SOUTHEAST CORNER OF THE CITY HALL BUILDING
 GD1500'AND 20 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE RESERVOIR.  IT IS
 GD1500'A FOUR LEGGED, STEEL TRUSSWORK STRUCTURE SUPPORTING THE TANK
 GD1500'PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX OF THE ROOF, IS
 GD1500'PAINTED SILVER, AND HAS AN OVER-ALL HEIGHT OF 105 FEET.  THE
 GD1500'POINT INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1500'
 GD1500'NOTE - THIS IS THE ONLY WATER TANK THAT EVER EXISTED IN GREENFIELD
 GD1500'PRIOR TO 1964.
 GD1500'
 GD1500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT GREENFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0357 ***********************************************************************
 GD0357  DESIGNATION -  GREENFIELD RESET
 GD0357  PID         -  GD0357
 GD0357  STATE/COUNTY-  TN/WEAKLEY
 GD0357  USGS QUAD   -  GREENFIELD (1985)
 GD0357
 GD0357                         *CURRENT SURVEY CONTROL
 GD0357  ___________________________________________________________________
 GD0357* NAD 83(1986)-  36 09 11.     (N)    088 48 02.     (W)     SCALED    
 GD0357* NAVD 88     -       131.72   (+/-2cm)     432.2    (feet)  VERTCON   
 GD0357  ___________________________________________________________________
 GD0357  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0357
 GD0357  VERT ORDER  -  THIRD (See Below)
 GD0357
 GD0357.The horizontal coordinates were scaled from a topographic map and have
 GD0357.an estimated accuracy of +/- 6 seconds.
 GD0357
 GD0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0357.The vertical order pertains to the NGVD 29 superseded value.
 GD0357
 GD0357.The geoid height was determined by GEOID03.
 GD0357
 GD0357;                    North         East    Units  Estimated Accuracy
 GD0357;SPC TN       -   205,500.      348,020.      MT  (+/- 180 meters Scaled)
 GD0357
 GD0357                          SUPERSEDED SURVEY CONTROL
 GD0357
 GD0357  NGVD 29 (??/??/??)  131.75   (m)          432.2    (f) RESET       3  
 GD0357
 GD0357.Superseded values are not recommended for survey control.
 GD0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0357.See file dsdata.txt to determine how the superseded data were derived.
 GD0357
 GD0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380024(NAD 83)
 GD0357_MARKER: DS = TRIANGULATION STATION DISK
 GD0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0357_STAMPING: GREENFIELD 1934 1967 BM RESET
 GD0357_MARK LOGO: CGS   
 GD0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0357+STABILITY: SURFACE MOTION
 GD0357
 GD0357  HISTORY     - Date     Condition        Report By
 GD0357  HISTORY     - 1967     MONUMENTED       CGS
 GD0357
 GD0357                          STATION DESCRIPTION
 GD0357
 GD0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0357'AT GREENFIELD.
 GD0357'THIS MARK IS LOCATED ON THE PROPERTY OF THE ILLINOIS CENTRAL
 GD0357'RAILROAD AT GREENFIELD AT THE SITE OF TRIANGULATION STATION
 GD0357'GREENFIELD 1934 1967.  IT IS ABOUT 225 FEET SOUTH AND ACROSS
 GD0357'STATE ROUTE 124 FROM THE NEW RAILROAD STATION, 55 FEET SOUTH OF
 GD0357'THE APPROXIMATE CENTER OF STATE ROUTE 124, 24.4 FEET EAST OF THE
 GD0357'EAST RAIL OF THE MAIN LINE, 24.4 FEET WEST OF THE WEST RAIL OF
 GD0357'THE MOST EASTERLY OF THREE SETS OF RAILROAD TRACKS, AND IN A
 GD0357'LOADING AREA.  IT IS A STANDARD TRIANGULATION STATION DISK SET
 GD0357'IN THE TOP OF A 10-INCH CONCRETE TILE FILLED WITH CONCRETE, IS
 GD0357'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GD0357'GREENFIELD 1934 1967 BM RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0358 ***********************************************************************
 GD0358  DESIGNATION -  GREENFIELD RM 3
 GD0358  PID         -  GD0358
 GD0358  STATE/COUNTY-  TN/WEAKLEY
 GD0358  USGS QUAD   -  GREENFIELD (1985)
 GD0358
 GD0358                         *CURRENT SURVEY CONTROL
 GD0358  ___________________________________________________________________
 GD0358* NAD 83(1986)-  36 09 11.     (N)    088 48 02.     (W)     SCALED    
 GD0358* NAVD 88     -       131.58   (+/-2cm)     431.7    (feet)  VERTCON   
 GD0358  ___________________________________________________________________
 GD0358  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0358
 GD0358  VERT ORDER  -  THIRD (See Below)
 GD0358
 GD0358.The horizontal coordinates were scaled from a topographic map and have
 GD0358.an estimated accuracy of +/- 6 seconds.
 GD0358
 GD0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0358.The vertical order pertains to the NGVD 29 superseded value.
 GD0358
 GD0358.The geoid height was determined by GEOID03.
 GD0358
 GD0358;                    North         East    Units  Estimated Accuracy
 GD0358;SPC TN       -   205,500.      348,020.      MT  (+/- 180 meters Scaled)
 GD0358
 GD0358                          SUPERSEDED SURVEY CONTROL
 GD0358
 GD0358  NGVD 29 (??/??/??)  131.61   (m)          431.8    (f) RESET       3  
 GD0358
 GD0358.Superseded values are not recommended for survey control.
 GD0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0358.See file dsdata.txt to determine how the superseded data were derived.
 GD0358
 GD0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380024(NAD 83)
 GD0358_MARKER: DR = REFERENCE MARK DISK
 GD0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0358_STAMPING: GREENFIELD 1934 NO 3 1967
 GD0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0358+STABILITY: SURFACE MOTION
 GD0358
 GD0358  HISTORY     - Date     Condition        Report By
 GD0358  HISTORY     - 1967     MONUMENTED       CGS
 GD0358
 GD0358                          STATION DESCRIPTION
 GD0358
 GD0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0358'AT GREENFIELD.
 GD0358'THIS MARK IS LOCATED ON THE PROPERTY OF THE ILLINOIS CENTRAL
 GD0358'RAILROAD AT GREENFIELD, TENN. AND NEAR THE SITE OF TRIANGULATION
 GD0358'STATION GREENFIELD 1934 1967.  IT IS 98 FEET SOUTH OF THE
 GD0358'APPROXIMATE CENTER OF STATE ROUTE 124, 78.13 FEET SOUTHWEST OF
 GD0358'THE STATION MARK, 67.37 FEET SOUTH OF REFERENCE MARK NO. 4, 28
 GD0358'FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45E AND STATE
 GD0358'ROUTE 54, 21.3 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY OF
 GD0358'THREE SETS OF RAILROAD TRACKS, AND 1.8 FEET NORTH OF A TELEPHONE
 GD0358'POLE WITH A LARGE NUMERAL 9 PAINTED IN YELLOW ON THE EAST SIDE.
 GD0358'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 GD0358'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GD0358'STAMPED GREENFIELD 1934 NO 3 1967
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0359 ***********************************************************************
 GD0359  DESIGNATION -  GREENFIELD RM 4
 GD0359  PID         -  GD0359
 GD0359  STATE/COUNTY-  TN/WEAKLEY
 GD0359  USGS QUAD   -  GREENFIELD (1985)
 GD0359
 GD0359                         *CURRENT SURVEY CONTROL
 GD0359  ___________________________________________________________________
 GD0359* NAD 83(1986)-  36 09 11.     (N)    088 48 02.     (W)     SCALED    
 GD0359* NAVD 88     -       131.82   (+/-2cm)     432.5    (feet)  VERTCON   
 GD0359  ___________________________________________________________________
 GD0359  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0359
 GD0359  VERT ORDER  -  THIRD (See Below)
 GD0359
 GD0359.The horizontal coordinates were scaled from a topographic map and have
 GD0359.an estimated accuracy of +/- 6 seconds.
 GD0359
 GD0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0359.The vertical order pertains to the NGVD 29 superseded value.
 GD0359
 GD0359.The geoid height was determined by GEOID03.
 GD0359
 GD0359;                    North         East    Units  Estimated Accuracy
 GD0359;SPC TN       -   205,500.      348,020.      MT  (+/- 180 meters Scaled)
 GD0359
 GD0359                          SUPERSEDED SURVEY CONTROL
 GD0359
 GD0359  NGVD 29 (??/??/??)  131.85   (m)          432.6    (f) RESET       3  
 GD0359
 GD0359.Superseded values are not recommended for survey control.
 GD0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0359.See file dsdata.txt to determine how the superseded data were derived.
 GD0359
 GD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF380024(NAD 83)
 GD0359_MARKER: DR = REFERENCE MARK DISK
 GD0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0359_STAMPING: GREENFIELD 1934 NO 4 1967
 GD0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0359+STABILITY: SURFACE MOTION
 GD0359
 GD0359  HISTORY     - Date     Condition        Report By
 GD0359  HISTORY     - 1967     MONUMENTED       CGS
 GD0359
 GD0359                          STATION DESCRIPTION
 GD0359
 GD0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0359'AT GREENFIELD.
 GD0359'THIS MARK IS LOCATED ON THE PROPERTY OF THE ILLINOIS CENTRAL
 GD0359'RAILROAD AT GREENFIELD, TENN. AND NEAR THE SITE OF TRIANGULATION
 GD0359'STATION GREENFIELD 1934 1967.  IT IS 76.00 FEET WEST-NORTHWEST
 GD0359'OF THE STATION MARK, 67.37 FEET NORTH OF REFERENCE MARK NO. 3,
 GD0359'31 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 124, 28.2
 GD0359'FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY OF THREE SETS OF
 GD0359'RAILROAD TRACKS, 22 FEET EAST OF THE APPROXIMATE CENTER OF
 GD0359'U.S. HIGHWAY 45E AND STATE ROUTE 54, 1.6 FEET SOUTH OF A
 GD0359'TELEPHONE GUY POLE, AND 1.3 FEET NORTH OF A METAL WITNESS POST
 GD0359'AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 GD0359'OF A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD0359'STAMPED GREENFIELD 1934 NO 4 1967
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0647 ***********************************************************************
 FD0647  DESIGNATION -  GRIN
 FD0647  PID         -  FD0647
 FD0647  STATE/COUNTY-  TN/WILLIAMSON
 FD0647  USGS QUAD   -  SPRING HILL (1979)
 FD0647
 FD0647                         *CURRENT SURVEY CONTROL
 FD0647  ___________________________________________________________________
 FD0647* NAD 83(1995)-  35 47 28.95766(N)    086 54 31.09369(W)     ADJUSTED  
 FD0647* NAVD 88     -       270.379  (meters)     887.07   (feet)  ADJUSTED  
 FD0647  ___________________________________________________________________
 FD0647  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FD0647  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD0647  DYNAMIC HT  -         270.140 (meters)     886.28  (feet)  COMP
 FD0647  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0647
 FD0647  HORZ ORDER  -  SECOND
 FD0647  VERT ORDER  -  SECOND    CLASS 0
 FD0647
 FD0647.The horizontal coordinates were established by classical geodetic methods
 FD0647.and adjusted by the National Geodetic Survey in April 1999..
 FD0647
 FD0647.The orthometric height was determined by differential leveling
 FD0647.and adjusted by the National Geodetic Survey in June 1991..
 FD0647
 FD0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0647
 FD0647.The geoid height was determined by GEOID03.
 FD0647
 FD0647.The dynamic height is computed by dividing the NAVD 88
 FD0647.geopotential number by the normal gravity value computed on the
 FD0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0647.degrees latitude (g = 980.6199 gals.).
 FD0647
 FD0647.The modeled gravity was interpolated from observed gravity values.
 FD0647
 FD0647;                    North         East     Units Scale Factor Converg.
 FD0647;SPC TN       -   162,149.720   517,864.086   MT  0.99994868   -0 31 55.0
 FD0647;SPC TN       -   531,986.21  1,699,025.76   sFT  0.99994868   -0 31 55.0
 FD0647;UTM  16      - 3,960,813.380   508,255.952   MT  0.99960084   +0 03 12.4
 FD0647
 FD0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0647!SPC TN       -   0.99996201  x   0.99994868  =   0.99991069
 FD0647!UTM  16      -   0.99996201  x   0.99960084  =   0.99956287
 FD0647
 FD0647:                Primary Azimuth Mark                     Grid Az
 FD0647:SPC TN       -  GRIN AZ MK                               023 30 08.6
 FD0647:UTM  16      -  GRIN AZ MK                               022 55 01.2
 FD0647
 FD0647|---------------------------------------------------------------------|
 FD0647| PID    Reference Object                     Distance      Geod. Az  |
 FD0647|                                                           dddmmss.s |
 FD0647| FD0649 GRIN AZ MK                                         0225813.6 |
 FD0647| FD0653 COTTON                              APPROX. 4.1 KM 0292126.9 |
 FD0647| FD0648 GRIN RM 2                            35.948 METERS 03814     |
 FD0647| FD0646 GRIN RM 1                            24.226 METERS 12613     |
 FD0647|---------------------------------------------------------------------|
 FD0647
 FD0647                          SUPERSEDED SURVEY CONTROL
 FD0647
 FD0647  NAD 83(1995)-  35 47 28.95974(N)    086 54 31.09518(W) AD(       ) 2
 FD0647  NAD 83(1986)-  35 47 28.96836(N)    086 54 31.09594(W) AD(       ) 2
 FD0647  NAD 27      -  35 47 28.72490(N)    086 54 31.09130(W) AD(       ) 2
 FD0647  NGVD 29 (??/??/??)  270.34   (m)          886.9    (f) RESET       3  
 FD0647
 FD0647.Superseded values are not recommended for survey control.
 FD0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0647.See file dsdata.txt to determine how the superseded data were derived.
 FD0647
 FD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0825660813(NAD 83)
 FD0647_MARKER: DD = SURVEY DISK
 FD0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0647_STAMPING: GRIN 1962
 FD0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0647+STABILITY: SURFACE MOTION
 FD0647
 FD0647  HISTORY     - Date     Condition        Report By
 FD0647  HISTORY     - 1962     MONUMENTED       TNHD
 FD0647  HISTORY     - 1963     GOOD             TNHD
 FD0647  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0647
 FD0647                          STATION DESCRIPTION
 FD0647
 FD0647'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0647'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF SPRING HILL.
 FD0647'
 FD0647'TO REACH THE STATION FROM THE POST OFFICE IN SPRING HILL, GO 3.2
 FD0647'MILES NORTH ON U S
 FD0647'HIGHWAY 31 TO A GRAVELED FARM ROAD ON THE LEFT, TURN LEFT,
 FD0647'PASSING THROUGH AN
 FD0647'ALUMINUM GATE, AND GO 200 FEET TO THE STATION ON
 FD0647'THE LEFT.
 FD0647'
 FD0647'THE STATION MARK IS 45 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE,
 FD0647'1.7 FEET NORTHWEST OF
 FD0647'A WITNESS POST, AND 1 FOOT NORTHEAST OF A WIRE
 FD0647'FENCE.  THE SURFACE AND UNDERGROUND
 FD0647'ARE STANDARD TENNESSEE HIGHWAY
 FD0647'DEPARTMENT DISKS AND THE DISKS ARE STAMPED GRIN 1962.
 FD0647'THE
 FD0647'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 FD0647'DISK IS SET IN A
 FD0647'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0647'
 FD0647'REFERENCE MARK NO 1 IS 45 FEET NORTHWEST OF A T-FENCE CORNER, 44 FEET
 FD0647'SOUTHWEST OF A 33-INCH ELM
 FD0647'TREE, AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE
 FD0647'MARK IS A STANDARD TENNESSEE
 FD0647'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0647'SQUARE CONCRETE MONUMENT, PROJECTING 1-INCH,
 FD0647'AND THE DISK IS STAMPED
 FD0647'GRIN RM-1 1962.
 FD0647'
 FD0647'REFERENCE MARK NO 2 IS 76 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 FD0647'BARN, 9 FEET NORTHEAST
 FD0647'OF THE APPROXIMATE CENTER OF A GRAVEL DRIVE, AND 3
 FD0647'FEET WEST OF A 30-INCH ELM TREE.
 FD0647'THE MARK IS A STANDARD TENNESSEE
 FD0647'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD0647'FLUSH, CONCRETE
 FD0647'MONUMENT AND THE DISK IS STAMPED GRIN RM-2 1962.
 FD0647'
 FD0647'THE AZIMUTH MARK IS 7 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE,
 FD0647'1.7 WEST OF A WITNESS
 FD0647'POST, AND 1.5 FEET SOUTH OF A WOODEN GATE POST.
 FD0647'THE AZIMUTH MARK IS A STANDARD
 FD0647'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0647'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0647'THE DISK IS STAMPED
 FD0647'GRIN AZI 1962.
 FD0647'
 FD0647'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST AND NORTH ON
 FD0647'THE GRAVEL ROAD FOR
 FD0647'100 YARDS TO THE MARK ON THE RIGHT.
 FD0647'
 FD0647'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0647
 FD0647                          STATION RECOVERY (1963)
 FD0647
 FD0647'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0647'3 MI N FROM SPRING HILL.
 FD0647'FROM THE POST OFFICE IN SPRING HILL GO 3.2 MILES NORTH ON U.S.
 FD0647'HIGHWAY 31 TO A GRAVELED FARM ROAD ON THE LEFT, TURN LEFT, PASSING
 FD0647'THROUGH AN ALUMINUM GATE, AND GO 200 FEET TO THE STATION ON THE
 FD0647'LEFT.  THE MARK IS 45 FEET SOUTHEAST OF THE CENTER OF A WOODEN
 FD0647'GATE, 1.7 FEET NORTHWEST OF A WITNESS POST, AND 1 FOOT NORTHEAST
 FD0647'OF A WIRE FENCE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0647'MONUMENT.
 FD0647
 FD0647                          STATION RECOVERY (1984)
 FD0647
 FD0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0647'NOT RECOVERED.  POSSIBLY STILL INTACT.  RECOVERY WAS HAMPERED BY
 FD0647'INADEQUATE DESCRIPTION, SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0649 ***********************************************************************
 FD0649  DESIGNATION -  GRIN AZ MK
 FD0649  PID         -  FD0649
 FD0649  STATE/COUNTY-  TN/WILLIAMSON
 FD0649  USGS QUAD   -  SPRING HILL (1979)
 FD0649
 FD0649                         *CURRENT SURVEY CONTROL
 FD0649  ___________________________________________________________________
 FD0649* NAD 83(1986)-  35 47 29.     (N)    086 54 28.     (W)     SCALED    
 FD0649* NAVD 88     -       273.841  (meters)     898.43   (feet)  ADJUSTED  
 FD0649  ___________________________________________________________________
 FD0649  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD0649  DYNAMIC HT  -         273.600 (meters)     897.64  (feet)  COMP
 FD0649  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0649
 FD0649  VERT ORDER  -  SECOND    CLASS 0
 FD0649
 FD0649.The horizontal coordinates were scaled from a topographic map and have
 FD0649.an estimated accuracy of +/- 6 seconds.
 FD0649
 FD0649.The orthometric height was determined by differential leveling
 FD0649.and adjusted by the National Geodetic Survey in June 1991..
 FD0649
 FD0649.The geoid height was determined by GEOID03.
 FD0649
 FD0649.The dynamic height is computed by dividing the NAVD 88
 FD0649.geopotential number by the normal gravity value computed on the
 FD0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0649.degrees latitude (g = 980.6199 gals.).
 FD0649
 FD0649.The modeled gravity was interpolated from observed gravity values.
 FD0649
 FD0649;                    North         East    Units  Estimated Accuracy
 FD0649;SPC TN       -   162,150.      517,940.      MT  (+/- 180 meters Scaled)
 FD0649
 FD0649                          SUPERSEDED SURVEY CONTROL
 FD0649
 FD0649  NGVD 29 (??/??/??)  273.81   (m)          898.3    (f) RESET       3  
 FD0649
 FD0649.Superseded values are not recommended for survey control.
 FD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0649.See file dsdata.txt to determine how the superseded data were derived.
 FD0649
 FD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE083608(NAD 83)
 FD0649_MARKER: DD = SURVEY DISK
 FD0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0649_STAMPING: GRIN AZI 1962
 FD0649_MARK LOGO: TNHD  
 FD0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0649+STABILITY: SURFACE MOTION
 FD0649
 FD0649  HISTORY     - Date     Condition        Report By
 FD0649  HISTORY     - 1962     MONUMENTED       TNHD
 FD0649  HISTORY     - 1963     GOOD             TNHD
 FD0649  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0649
 FD0649                          STATION DESCRIPTION
 FD0649
 FD0649'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0649'3 MI N FROM SPRING HILL.
 FD0649'THE MARK IS LOCATED AT THE GRIN 1962 STATION SITE, 7 FEET SOUTHEAST
 FD0649'OF THE CENTER OF A WOODEN GATE, 1.7 FEET WEST OF A WITNESS POST,
 FD0649'AND 1.5 FEET SOUTH OF A WOODEN GATE POST.  IT IS SET IN A 10-INCH
 FD0649'SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0649
 FD0649                          STATION RECOVERY (1983)
 FD0649
 FD0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0649'NOT RECOVERED, A SEARCH WAS MADE AND RECOVERY WAS HAMPERED BY
 FD0649'INADEQUATE DESCRIPTIONS AND SNOW AND ICE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0646 ***********************************************************************
 FD0646  DESIGNATION -  GRIN RM 1
 FD0646  PID         -  FD0646
 FD0646  STATE/COUNTY-  TN/WILLIAMSON
 FD0646  USGS QUAD   -  SPRING HILL (1979)
 FD0646
 FD0646                         *CURRENT SURVEY CONTROL
 FD0646  ___________________________________________________________________
 FD0646* NAD 83(1986)-  35 47 28.     (N)    086 54 30.     (W)     SCALED    
 FD0646* NAVD 88     -       268.175  (meters)     879.84   (feet)  ADJUSTED  
 FD0646  ___________________________________________________________________
 FD0646  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD0646  DYNAMIC HT  -         267.938 (meters)     879.06  (feet)  COMP
 FD0646  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0646
 FD0646  VERT ORDER  -  SECOND    CLASS 0
 FD0646
 FD0646.The horizontal coordinates were scaled from a topographic map and have
 FD0646.an estimated accuracy of +/- 6 seconds.
 FD0646
 FD0646.The orthometric height was determined by differential leveling
 FD0646.and adjusted by the National Geodetic Survey in June 1991..
 FD0646
 FD0646.The geoid height was determined by GEOID03.
 FD0646
 FD0646.The dynamic height is computed by dividing the NAVD 88
 FD0646.geopotential number by the normal gravity value computed on the
 FD0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0646.degrees latitude (g = 980.6199 gals.).
 FD0646
 FD0646.The modeled gravity was interpolated from observed gravity values.
 FD0646
 FD0646;                    North         East    Units  Estimated Accuracy
 FD0646;SPC TN       -   162,120.      517,890.      MT  (+/- 180 meters Scaled)
 FD0646
 FD0646                          SUPERSEDED SURVEY CONTROL
 FD0646
 FD0646  NGVD 29 (??/??/??)  268.14   (m)          879.7    (f) RESET       3  
 FD0646
 FD0646.Superseded values are not recommended for survey control.
 FD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0646.See file dsdata.txt to determine how the superseded data were derived.
 FD0646
 FD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE082607(NAD 83)
 FD0646_MARKER: DD = SURVEY DISK
 FD0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0646_STAMPING: GRIN RM 1 1962
 FD0646_MARK LOGO: TNHD  
 FD0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0646+STABILITY: SURFACE MOTION
 FD0646
 FD0646  HISTORY     - Date     Condition        Report By
 FD0646  HISTORY     - 1962     MONUMENTED       TNHD
 FD0646  HISTORY     - 1963     GOOD             TNHD
 FD0646  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0646
 FD0646                          STATION DESCRIPTION
 FD0646
 FD0646'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0646'3 MI N FROM SPRING HILL.
 FD0646'THE MARK IS LOCATED AT THE GRIN 1962 STATION SITE, 45 FEET
 FD0646'NORTHEAST OF A FENCE CORNER, 44 FEET SOUTHWEST OF A 33-INCH
 FD0646'ELM TREE, AND 1 FOOT NORTHEAST OF A WIRE FENCE.  IT IS SET IN
 FD0646'A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 1-INCH.
 FD0646
 FD0646                          STATION RECOVERY (1984)
 FD0646
 FD0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0646'NOT RECOVERED.  POSSIBLY STILL INTACT AS RECOVERY WAS HAMPERED BY SNOW
 FD0646'AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0648 ***********************************************************************
 FD0648  DESIGNATION -  GRIN RM 2
 FD0648  PID         -  FD0648
 FD0648  STATE/COUNTY-  TN/WILLIAMSON
 FD0648  USGS QUAD   -  SPRING HILL (1979)
 FD0648
 FD0648                         *CURRENT SURVEY CONTROL
 FD0648  ___________________________________________________________________
 FD0648* NAD 83(1986)-  35 47 28.     (N)    086 54 30.     (W)     SCALED    
 FD0648* NAVD 88     -       268.457  (meters)     880.76   (feet)  ADJUSTED  
 FD0648  ___________________________________________________________________
 FD0648  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FD0648  DYNAMIC HT  -         268.219 (meters)     879.98  (feet)  COMP
 FD0648  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0648
 FD0648  VERT ORDER  -  SECOND    CLASS 0
 FD0648
 FD0648.The horizontal coordinates were scaled from a topographic map and have
 FD0648.an estimated accuracy of +/- 6 seconds.
 FD0648
 FD0648.The orthometric height was determined by differential leveling
 FD0648.and adjusted by the National Geodetic Survey in June 1991..
 FD0648
 FD0648.The geoid height was determined by GEOID03.
 FD0648
 FD0648.The dynamic height is computed by dividing the NAVD 88
 FD0648.geopotential number by the normal gravity value computed on the
 FD0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0648.degrees latitude (g = 980.6199 gals.).
 FD0648
 FD0648.The modeled gravity was interpolated from observed gravity values.
 FD0648
 FD0648;                    North         East    Units  Estimated Accuracy
 FD0648;SPC TN       -   162,120.      517,890.      MT  (+/- 180 meters Scaled)
 FD0648
 FD0648                          SUPERSEDED SURVEY CONTROL
 FD0648
 FD0648  NGVD 29 (??/??/??)  268.42   (m)          880.6    (f) RESET       3  
 FD0648
 FD0648.Superseded values are not recommended for survey control.
 FD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0648.See file dsdata.txt to determine how the superseded data were derived.
 FD0648
 FD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE082607(NAD 83)
 FD0648_MARKER: DD = SURVEY DISK
 FD0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0648_STAMPING: GRIN RM 2 1962
 FD0648_MARK LOGO: TNHD  
 FD0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0648+STABILITY: SURFACE MOTION
 FD0648
 FD0648  HISTORY     - Date     Condition        Report By
 FD0648  HISTORY     - 1962     MONUMENTED       TNHD
 FD0648  HISTORY     - 1963     GOOD             TNHD
 FD0648  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0648
 FD0648                          STATION DESCRIPTION
 FD0648
 FD0648'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0648'3 MI N FROM SPRING HILL.
 FD0648'THE MARK IS LOCATED AT THE GRIN 1962 STATION SITE, 76 FEET
 FD0648'SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN, 9 FEET NORTHEAST OF
 FD0648'THE CENTER LINE OF A GRAVEL DRIVE, AND 3 FEET WEST OF A 30-INCH
 FD0648'ELM TREE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0648
 FD0648                          STATION RECOVERY (1983)
 FD0648
 FD0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0648'NOT RECOVERED.  A SEARCH WAS MADE.  RECOVERY WAS HAMPERED BY SNOW AND
 FD0648'ICE COVER.  POSSIBLY MARK STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2557 ***********************************************************************
 GB2557  DESIGNATION -  GROSS
 GB2557  PID         -  GB2557
 GB2557  STATE/COUNTY-  TN/ANDERSON
 GB2557  USGS QUAD   -  LAKE CITY (1973)
 GB2557
 GB2557                         *CURRENT SURVEY CONTROL
 GB2557  ___________________________________________________________________
 GB2557* NAD 83(1995)-  36 13 50.31190(N)    084 08 02.28124(W)     ADJUSTED  
 GB2557* NAVD 88     -       410.7    (meters)    1347.     (feet)  VERTCON   
 GB2557  ___________________________________________________________________
 GB2557  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 GB2557  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 GB2557
 GB2557  HORZ ORDER  -  SECOND
 GB2557
 GB2557.The horizontal coordinates were established by classical geodetic methods
 GB2557.and adjusted by the National Geodetic Survey in April 1999..
 GB2557
 GB2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2557
 GB2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2557
 GB2557.The geoid height was determined by GEOID03.
 GB2557
 GB2557;                    North         East     Units Scale Factor Converg.
 GB2557;SPC TN       -   212,105.976   767,742.328   MT  0.99997229   +1 05 32.8
 GB2557;SPC TN       -   695,884.36  2,518,834.62   sFT  0.99997229   +1 05 32.8
 GB2557;UTM  16      - 4,013,340.123   757,587.141   MT  1.00041761   +1 41 41.5
 GB2557
 GB2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2557!SPC TN       -   0.99994029  x   0.99997229  =   0.99991258
 GB2557!UTM  16      -   0.99994029  x   1.00041761  =   1.00035788
 GB2557
 GB2557:                Primary Azimuth Mark                     Grid Az
 GB2557:SPC TN       -  GROSS AZ MK                              010 06 59.5
 GB2557:UTM  16      -  GROSS AZ MK                              009 30 50.8
 GB2557
 GB2557|---------------------------------------------------------------------|
 GB2557| PID    Reference Object                     Distance      Geod. Az  |
 GB2557|                                                           dddmmss.s |
 GB2557| DB9877 GROSS AZ MK                                        0111232.3 |
 GB2557| DB9878 GROSS RM 1                           23.867 METERS 13458     |
 GB2557| DB9879 GROSS RM 2                           22.981 METERS 22136     |
 GB2557|---------------------------------------------------------------------|
 GB2557
 GB2557                          SUPERSEDED SURVEY CONTROL
 GB2557
 GB2557  NAD 83(1995)-  36 13 50.31542(N)    084 08 02.28561(W) AD(       ) 2
 GB2557  NAD 83(1995)-  36 13 50.31635(N)    084 08 02.28524(W) AD(       ) 2
 GB2557  NAD 83(1986)-  36 13 50.32369(N)    084 08 02.28106(W) AD(       ) 2
 GB2557  NAD 27      -  36 13 50.04964(N)    084 08 02.56946(W) AD(       ) 2
 GB2557  NGVD 29 (07/19/86)  410.8    (m)         1348.     (f) VERT ANG       
 GB2557
 GB2557.Superseded values are not recommended for survey control.
 GB2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2557.See file dsdata.txt to determine how the superseded data were derived.
 GB2557
 GB2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5758713340(NAD 83)
 GB2557_MARKER: DD = SURVEY DISK
 GB2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2557
 GB2557  HISTORY     - Date     Condition        Report By
 GB2557  HISTORY     - 1964     MONUMENTED       TNHD
 GB2557
 GB2557                          STATION DESCRIPTION
 GB2557
 GB2557'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2557'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF NORRIS AND ABOUT 2
 GB2557'MILES EAST OF LAKE
 GB2557'CITY.
 GB2557'
 GB2557'TO REACH THE STATION FROM THE WEST SIDE OF THE NORRIS DAM, GO 2.6
 GB2557'MILES NORTHWEST ON
 GB2557'U.  S.  HIGHWAY 441 TO A GRAVELED ROAD ON THE LEFT, TURN
 GB2557'LEFT AND GO 100 FEET TO AN
 GB2557'INTERSECTION, TURN RIGHT AND GO 0.65 MILE
 GB2557'WEST TO THE AZIMUTH MARK ON THE LEFT,
 GB2557'CONTINUE STRAIGHT AHEAD FOR 0.1
 GB2557'MILE TO A FORK, KEEP LEFT AND GO 0.2 MILE SOUTH TO T.
 GB2557'V.  GROSS S
 GB2557'DRIVE ON THE RIGHT AND THE STATION.
 GB2557'
 GB2557'THE STATION IS 36 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 GB2557'DRIVE, 25 FEET SOUTHWEST
 GB2557'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 12
 GB2557'FEET SOUTHWEST OF A WIRE FENCE
 GB2557'AND 12.0 FEET SOUTHWEST OF A WITNESS
 GB2557'POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 GB2557'STANDARD TENNESSEE
 GB2557'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED GROSS 1964.
 GB2557'THE UNDERGROUND
 GB2557'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2557'DISK IS SET IN A 10-INCH
 GB2557'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2557'
 GB2557'REFERENCE MARK NO. 1 IS 40 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 GB2557'A BARN 20 FEET SOUTHWEST
 GB2557'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 5
 GB2557'FEET SOUTHWEST OF A FENCE CORNER AND
 GB2557'IT IS IN A FENCE LINE.  IT IS A
 GB2557'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2557'10-INCH SQUARE,
 GB2557'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GROSS RM-1 1964.
 GB2557'
 GB2557'REFERENCE MARK NO. 2 IS 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GB2557'THE BARN, 39 FEET SOUTHEAST
 GB2557'OF THE APPROXIMATE CENTER OF THE DRIVE AND 1 FOOT
 GB2557'NORTHWEST OF A SMALL POWER POLE.  IT
 GB2557'IS A STANDARD TENNESSEE HIGHWAY
 GB2557'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2557'CONCRETE MONUMENT AND
 GB2557'THE DISK IS STAMPED GROSS RM-2 1964.
 GB2557'
 GB2557'THE AZIMUTH MARK IS 13 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GB2557'GRAVELED ROAD, 8 FEET
 GB2557'NORTHWEST OF A UTILITY POLE AND 7.2 FEET NORTHWEST OF A
 GB2557'WITNESS POST AND IT IS ACROSS
 GB2557'THE ROAD FROM THE HOME OF ROBERT
 GB2557'ANDERSON.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2557'DEPARTMENT DISK SET IN
 GB2557'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2557'STAMPED GROSS
 GB2557'AZI 1964.
 GB2557'
 GB2557'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2557'
 GB2557'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1070 ***********************************************************************
 GC1070  DESIGNATION -  GROVES
 GC1070  PID         -  GC1070
 GC1070  STATE/COUNTY-  TN/SUMNER
 GC1070  USGS QUAD   -  FRANKLIN (1994)
 GC1070
 GC1070                         *CURRENT SURVEY CONTROL
 GC1070  ___________________________________________________________________
 GC1070* NAD 83(1986)-  36 38 01.     (N)    086 33 47.     (W)     SCALED    
 GC1070* NAVD 88     -       231.661  (meters)     760.04   (feet)  ADJUSTED  
 GC1070  ___________________________________________________________________
 GC1070  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1070  DYNAMIC HT  -         231.467 (meters)     759.40  (feet)  COMP
 GC1070  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 GC1070
 GC1070  VERT ORDER  -  SECOND    CLASS 0
 GC1070
 GC1070.The horizontal coordinates were scaled from a topographic map and have
 GC1070.an estimated accuracy of +/- 6 seconds.
 GC1070
 GC1070.The orthometric height was determined by differential leveling
 GC1070.and adjusted by the National Geodetic Survey in June 1991..
 GC1070
 GC1070.The geoid height was determined by GEOID03.
 GC1070
 GC1070.The dynamic height is computed by dividing the NAVD 88
 GC1070.geopotential number by the normal gravity value computed on the
 GC1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1070.degrees latitude (g = 980.6199 gals.).
 GC1070
 GC1070.The modeled gravity was interpolated from observed gravity values.
 GC1070
 GC1070;                    North         East    Units  Estimated Accuracy
 GC1070;SPC TN       -   255,370.      549,640.      MT  (+/- 180 meters Scaled)
 GC1070
 GC1070                          SUPERSEDED SURVEY CONTROL
 GC1070
 GC1070  NGVD 29 (??/??/92)  231.744  (m)          760.31   (f) ADJ UNCH    2 0
 GC1070
 GC1070.Superseded values are not recommended for survey control.
 GC1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1070.See file dsdata.txt to determine how the superseded data were derived.
 GC1070
 GC1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF390543(NAD 83)
 GC1070_MARKER: DS = TRIANGULATION STATION DISK
 GC1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1070_STAMPING: GROVES 1933
 GC1070_MARK LOGO: CGS   
 GC1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1070+STABILITY: SURFACE MOTION
 GC1070
 GC1070  HISTORY     - Date     Condition        Report By
 GC1070  HISTORY     - 1933     MONUMENTED       CGS
 GC1070  HISTORY     - 1964     GOOD             PAS
 GC1070
 GC1070                          STATION DESCRIPTION
 GC1070
 GC1070'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1070'1.3 MI W FROM MITCHELLVILLE.
 GC1070'FROM THE INTERSECTION OF THE PAVED ROAD AND THE LOUISVILLE AND
 GC1070'NASHVILLE RAILROAD IN MITCHELLVILLE GO WEST ON THE PAVED ROAD FOR
 GC1070'1.3 MILES, 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE
 GC1070'HOUSE, 39 FEET NORTH OF THE CENTER OF THE OILED ROAD AND 8 FEET
 GC1070'NORTH OF A POWERLINE POLE.  THE DISK IS SET IN TOP OF A CONCRETE
 GC1070'POST THAT IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND ABOUT
 GC1070'4 FEET ABOVE THE LEVEL OF THE ROAD.  MARK IS STAMPED GROVES 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2386 ***********************************************************************
 GC2386  DESIGNATION -  GROVES RESET
 GC2386  PID         -  GC2386
 GC2386  STATE/COUNTY-  TN/SUMNER
 GC2386  USGS QUAD   -  FRANKLIN (1994)
 GC2386
 GC2386                         *CURRENT SURVEY CONTROL
 GC2386  ___________________________________________________________________
 GC2386* NAD 83(1995)-  36 38 00.68021(N)    086 33 46.73328(W)     ADJUSTED  
 GC2386* NAVD 88     -       231.66   (+/-2cm)     760.0    (feet)  VERTCON   
 GC2386  ___________________________________________________________________
 GC2386  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 GC2386  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC2386
 GC2386  HORZ ORDER  -  THIRD
 GC2386  VERT ORDER  -  THIRD ? (See Below)
 GC2386
 GC2386.The horizontal coordinates were established by classical geodetic methods
 GC2386.and adjusted by the National Geodetic Survey in December 1995..
 GC2386
 GC2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2386.The vertical order pertains to the NGVD 29 superseded value.
 GC2386
 GC2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2386
 GC2386.The geoid height was determined by GEOID03.
 GC2386
 GC2386;                    North         East     Units Scale Factor Converg.
 GC2386;SPC TN       -   255,358.220   549,646.586   MT  1.00004566   -0 19 46.5
 GC2386;SPC TN       -   837,787.76  1,803,298.84   sFT  1.00004566   -0 19 46.5
 GC2386;UTM  16      - 4,054,307.972   539,070.118   MT  0.99961881   +0 15 38.8
 GC2386
 GC2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2386!SPC TN       -   0.99996834  x   1.00004566  =   1.00001399
 GC2386!UTM  16      -   0.99996834  x   0.99961881  =   0.99958716
 GC2386
 GC2386|---------------------------------------------------------------------|
 GC2386| PID    Reference Object                     Distance      Geod. Az  |
 GC2386|                                                           dddmmss.s |
 GC2386| GC1941 GROVES RM 3                          10.698 METERS 10638     |
 GC2386| GC1071 GROVES RM 1                          48.744 METERS 12108     |
 GC2386| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 7.3 KM 1441338.2 |
 GC2386| GC2397 TENNESSEE GAS TRANS KIA 570         APPROX. 1.8 KM 1701253.9 |
 GC2386| CG5931 GROVES AZ MK                                       2240711.1 |
 GC2386| GC1069 GROVES RM 2                          39.846 METERS 25211     |
 GC2386| GC1940 GROVES RM 4                           9.862 METERS 26231     |
 GC2386| CG5932 GROVES AZ MK RESET                                 3551310.8 |
 GC2386|---------------------------------------------------------------------|
 GC2386
 GC2386                          SUPERSEDED SURVEY CONTROL
 GC2386
 GC2386  NAD 83(1995)-  36 38 00.68904(N)    086 33 46.73741(W) AD(       ) 3
 GC2386  NAD 83(1986)-  36 38 00.68909(N)    086 33 46.73748(W) AD(       ) 3
 GC2386  NAD 27      -  36 38 00.54720(N)    086 33 46.74730(W) AD(       ) 3
 GC2386  NGVD 29 (07/19/86)  231.74   (m)          760.3    (f) LEVELING    3  
 GC2386
 GC2386.Superseded values are not recommended for survey control.
 GC2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2386.See file dsdata.txt to determine how the superseded data were derived.
 GC2386
 GC2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3907054308(NAD 83)
 GC2386_MARKER: DS = TRIANGULATION STATION DISK
 GC2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2386_STAMPING: GROVES 1933
 GC2386_MARK LOGO: CGS   
 GC2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2386+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 GC2386
 GC2386  HISTORY     - Date     Condition        Report By
 GC2386  HISTORY     - 1933     MONUMENTED       CGS
 GC2386  HISTORY     - 1950     GOOD             CGS
 GC2386  HISTORY     - 1956     GOOD             CGS
 GC2386  HISTORY     - 1959     GOOD             CGS
 GC2386  HISTORY     - 1964     GOOD             CGS
 GC2386  HISTORY     - 1977     GOOD             NGS
 GC2386  HISTORY     - 20060629 GOOD             KYTC
 GC2386
 GC2386                          STATION DESCRIPTION
 GC2386
 GC2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2386'STATION IS ON NORTH SIDE OF KENTUCKY-TENNESSEE BOUNDARY ROAD, ON
 GC2386'PROPERTY OWNED BY BERTHA WEISSINGER, AND PROJECTS 4 INCHES.
 GC2386'
 GC2386'TO REACH FROM FRANKLIN, KY., FOLLOW U.S. HIGHWAY 31-W SOUTH 6.5 MILES
 GC2386'TO ELLEN TOURIST CAMP ON RIGHT AND T-ROAD EAST, TURN EAST ONTO
 GC2386'GRAVEL ROAD AND GO 0.05 MILE TO STATION ON NORTH SIDE OF ROAD, IN
 GC2386'SOUTHWEST CORNER OF CULTIVATED FIELD, ABOUT 160 FEET SOUTHEAST OF
 GC2386'WEISSINGERS HOUSE, 38 FEET NORTH OF CENTER LINE OF ROAD, AND 30 FEET
 GC2386'EAST OF VINEYARD.  BOUNDARY MONUMENT WHICH WAS NEAR STATION HAS
 GC2386'BEEN DESTROYED.
 GC2386'
 GC2386'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GC2386'BRONZE DISKS SET IN CONCRETE.
 GC2386'
 GC2386'REFERENCE MARK NO. 1, PROJECTING 6 INCHES, IS IN FENCE LINE, 15 FEET
 GC2386'SOUTH OF CENTER LINE OF GRAVEL ROAD, 4 FEET EAST OF TELEPHONE
 GC2386'POLE, AND 159.95 FEET FROM STATION.
 GC2386'
 GC2386'REFERENCE MARK NO. 2, PROJECTING 6 INCHES, IS ABOUT 125 FEET
 GC2386'EAST OF T-ROAD INTERSECTION, 35 FEET WEST OF FENCE CORNER, 16 FEET
 GC2386'SOUTH OF CENTER LINE OF ROAD, AND 130.75 FEET FROM STATION.
 GC2386'
 GC2386'AZIMUTH MARK, PROJECTING 5 INCHES, IS 0.25 MILE SOUTH OF T-ROAD
 GC2386'INTERSECTION AT ELLEN TOURIST CAMP, 25 FEET WEST OF CENTER LINE
 GC2386'OF U.S. HIGHWAY 31-W, 13 FEET SOUTH OF LANE, AND APPROXIMATELY 0.3
 GC2386'MILE FROM STATION.
 GC2386
 GC2386                          STATION RECOVERY (1950)
 GC2386
 GC2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JAW)
 GC2386'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC2386'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 GC2386'COULD NOT BE RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED WHEN
 GC2386'U.S. HIGHWAY NO. 31-W WAS WIDENED.
 GC2386'
 GC2386'THE ORIGINAL DESCRIPTION IS ADEQUATE, WITH THE EXCEPTION OF THE
 GC2386'AZIMUTH MARK.
 GC2386
 GC2386                          STATION RECOVERY (1956)
 GC2386
 GC2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JAW)
 GC2386'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE DISTANCE
 GC2386'TO THE REFERENCE MARKS WAS CAREFULLY MEASURED AND MEASUREMENTS
 GC2386'CHECKED THE ORIGINAL DISTANCE.
 GC2386'
 GC2386'AFTER MEASUREMENTS WERE MADE TO DETERMINE THERE WAS NO MOVEMENT OF
 GC2386'THE STATION MONUMENT, THE STATION AND SUB-STATION MARKS WERE
 GC2386'REMOVED.  THE STATION WAS REMARKED AS FOLLOWS.  THE HOLE WAS DEEPENED
 GC2386'AND THE SUB-STATION MARK RESET 42 INCHES UNDERGROUND.  THE
 GC2386'STATION DISK WAS REMOVED FROM THE ORIGINAL CONCRETE MASS AND WAS
 GC2386'RESET IN THE TOP OF A 15 INCH, CIRCULAR CONCRETE TILE, WHICH
 GC2386'WAS FILLED WITH CONCRETE.  THE MARK IS NOW 12 INCHES BELOW THE GROUND
 GC2386'SURFACE.  THE STAMPING OF THE DISKS WAS NOT CHANGED.
 GC2386'
 GC2386'MR. JOE B. TAYLOR, MANAGER OF K AND T MEMORIAL GARDENS INC., WAS
 GC2386'CONTACTED AND THE STATION WAS RESET AS DESCRIBED WITH HIS APPROVAL.
 GC2386'
 GC2386'THE AZIMUTH MARK IS DESTROYED.  IT WAS NOT POSSIBLE FOR THIS PARTY TO
 GC2386'ESTABLISH A NEW AZIMUTH MARK.
 GC2386'
 GC2386'THE FOLLOWING MEASUREMENTS WERE MADE AT THE STATION.  R.M. NO. 1 -
 GC2386'159.92 FEET, 48.740 METERS, R.M. NO. 2 - 130.74 FEET, 39.860
 GC2386'METERS. TELEPHONE POLE SSW 8.7 FEET, 6 INCH OAK TREE WSW 48.5 FEET,
 GC2386'SE CORNER OF WHITE FRAME HOUSE 93.0 FEET.
 GC2386'
 GC2386'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 GC2386
 GC2386                          STATION RECOVERY (1959)
 GC2386
 GC2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2386'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC2386'RECOVERED AS DESCRIBED BY J.A.W. IN 1956.  A NEW AZIMUTH MARK WAS
 GC2386'ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 GC2386'
 GC2386'THE STATION IS LOCATED ON THE NORTH SIDE OF THE KENTUCKY-TENNESSEE
 GC2386'BOUNDARY ROAD, ABOUT 6.0 MILES SOUTH OF FRANKLIN AND ABOUT 5.0
 GC2386'MILES NORTH-NORTHWEST OF PORTLAND.
 GC2386'
 GC2386'TO REACH THE STATION FROM THE KENTUCKY-TENNESSEE STATE LINE ABOUT 6.0
 GC2386'MILES SOUTH OF FRANKLIN ON U.S. HIGHWAY NO. 31 W, GO EAST ON THE
 GC2386'OILED ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2386'
 GC2386'STATION MARK IS 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE
 GC2386'HOUSE, 39 FEET NORTH OF THE CENTER OF THE OILED ROAD AND 8 FEET
 GC2386'NORTH OF A POWERLINE POLE.  THE MARK IS SET ABOUT 12 INCHES BELOW THE
 GC2386'SURFACE OF THE GROUND AND IS STAMPED GROVES 1933.
 GC2386'
 GC2386'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE CENTER OF THE OILED ROAD
 GC2386'AND SET IN AN EAST-WEST FENCE LINE.  THE MARK PROJECTS 6 INCHES
 GC2386'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GROVES NO. 1 1933.
 GC2386'
 GC2386'REFERENCE MARK NO. 2 IS 125 FEET EAST OF THE CENTER OF THE JUNCTION
 GC2386'OF U.S. HIGHWAY NO. 31 W AND THE OILED ROAD, 35 FEET WEST OF A
 GC2386'FENCE CORNER POST AND 16 FEET SOUTH OF THE CENTER OF THE OILED ROAD.
 GC2386'THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GC2386'STAMPED GROVES NO. 2 1933.
 GC2386'
 GC2386'AZIMUTH MARK IS 45 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 31 W,
 GC2386'42 FEET NORTH OF A DRIVEWAY, 1 FOOT EAST OF A WIRE FENCE, 1
 GC2386'FOOT SOUTHEAST OF A POWERLINE POLE AND 1 FOOT NORTH-NORTHEAST OF A
 GC2386'WITNESS SIGN.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 GC2386'GROUND AND IS STAMPED GROVES 1933 RESET 1959.
 GC2386'
 GC2386'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE OILED ROAD AND
 GC2386'U.S. HIGHWAY NO. 31 W, GO NORTH ON 31 W FOR 0.15 MILE TO THE
 GC2386'MARK ON THE LEFT AS DESCRIBED.
 GC2386'
 GC2386'OBSERVATIONS WERE MADE FROM A 77 FOOT TOWER.
 GC2386
 GC2386                          STATION RECOVERY (1964)
 GC2386
 GC2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HB)
 GC2386'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.  THE TO
 GC2386'REACH IS ADEQUATE.
 GC2386'
 GC2386'HEIGHT OF LIGHT ABOVE STATION MARK 10.08 METERS.
 GC2386
 GC2386                          STATION RECOVERY (1977)
 GC2386
 GC2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC2386'THE STATION MARK REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 GC2386'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO
 GC2386'HAVE BEEN DESTROYED BY ROAD WORK.  REFERENCE MARK 1 WAS AT THE EDGE
 GC2386'OF A CULTIVATED FIELD AND WAS DESTROYED.  REFERENCE MARKS 3 AND 4
 GC2386'WERE SET.  THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT THE
 GC2386'DIRECTION WAS FOUND TO BE IN ERROR BY 3 MINUTES AND 2 SECONDS.
 GC2386'THE DIRECTION TO THE MAST CHECKED.  A NEW DESCRIPTION FOLLOWS--
 GC2386'
 GC2386'THE STATION IS LOCATED VERY NEAR THE KENTUCKY-TENNESSEE STATE
 GC2386'LINE, IN THE SOUTHWEST CORNER OF THE RESTLAWN MEMORY GARDENS, 252
 GC2386'FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 31 W, 93 FEET
 GC2386'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 47 FEET
 GC2386'NORTHEAST OF A 30 INCH OAK TREE, 47 FEET WEST OF A TOMBSTONE
 GC2386'CLIFFORD BROWN, 8 FEET NORTH OF AN UNDERGROUND CABLE BOX, 38 FEET
 GC2386'NORTH OF THE CENTERLINE OF PAVED ROAD AND 1 FOOT SOUTHEAST OF
 GC2386'A METAL WITNESS POST.  THE MONUMENT IS 12 INCHES UNDERGROUND
 GC2386'AND THE DISK IS STAMPED GROVES 1933.
 GC2386'
 GC2386'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2386'MAGNETS, STAMPED GROVES 1933 NO 3 1977, FLUSH WITH THE GROUND, 37
 GC2386'FEET EAST OF THE UNDERGROUND CABLE BOX, 34 FEET NORTH OF THE
 GC2386'CENTERLINE OF THE ROAD AND 12 FEET WEST OF THE TOMBSTONE.
 GC2386'
 GC2386'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GC2386'MAGNETS, STAMPED GROVES 1933 NO 4 1977, FLUSH WITH THE GROUND, 15
 GC2386'FEET NORTHEAST OF THE 30 INCH OAK TREE, 27 FEET NORTH OF THE
 GC2386'CENTERLINE OF THE ROAD AND 70 FEET SOUTHEAST OF THE SOUTHEAST
 GC2386'CORNER OF THE HOUSE.
 GC2386'
 GC2386'THE AZIMUTH MARK IS 43 FEET WEST OF THE CENTERLINE OF HIGHWAY 31 W,
 GC2386'42 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT SOUTHEAST OF
 GC2386'A POWER POLE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE
 GC2386'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED GROVES 1933
 GC2386'RESET 1959.
 GC2386'
 GC2386'NOTE--THIS STATION MARK WAS RESET IN 1956 AND WAS NOT STAMPED AS
 GC2386'THUS.  IT WAS LEFT AS FOUND AT THIS TIME.
 GC2386'
 GC2386'THE HORIZONTAL DATA STATES THAT THIS STATION IS IN KENTUCKY BUT THE
 GC2386'VERTICAL DATA STATES THAT IT IS IN TENNESSEE.  THE OWNER OF THE
 GC2386'CEMETERY WAS CONTACTED AND HE SAID THAT THIS SECTION OF THE
 GC2386'CEMETERY IS IN TENNESSEE AND THAT TAXES ARE PAID ON IT IN
 GC2386'TENNESSEE.
 GC2386'
 GC2386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GC2386'NORTH NORTHWEST OF PORTLAND.
 GC2386'
 GC2386'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC2386
 GC2386                          STATION RECOVERY (2006)
 GC2386
 GC2386'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC2386'STATION MARK, RM 3, RM 4 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION
 GC2386'THIS DATE. STATION MARK ACCESSED BY GAPING HOLE IN GROUND, TOMBSTONE
 GC2386'MENTIONED IN PREVIOUS RECOVERIES SHOULD BE CORRECTED TO THAT OF
 GC2386'CLIFFORD BOWMAN NOT CLIFFORD BROWN.
 GC2386' 
 GC2386'RM 3 IS ALSO 6.8 FEET SOUTHEAST OF SOUTHEAST CORNER OF JOHN COLFAX JR.
 GC2386'TOMBSTONE, 5 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF JAMES E. AND
 GC2386'EUDENE MCGLOTHLIN TOMBSTONE AND 1.9 FEET WEST OF BASE OF LARGE
 GC2386'EVERGREEN SHRUB.
 GC2386' 
 GC2386'RM 4 RECOVERED AS PREVIOUSLY DESCRIBED.
 GC2386' 
 GC2386'AZIMUTH MARK IS 49.3 FEET WEST OF CENTERLINE OF US 31W AND 49.5 FEET
 GC2386'NORTH OF CENTER OF PAVED DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1069 ***********************************************************************
 GC1069  DESIGNATION -  GROVES RM 2
 GC1069  PID         -  GC1069
 GC1069  STATE/COUNTY-  TN/SUMNER
 GC1069  USGS QUAD   -  FRANKLIN (1994)
 GC1069
 GC1069                         *CURRENT SURVEY CONTROL
 GC1069  ___________________________________________________________________
 GC1069* NAD 83(1986)-  36 38 00.     (N)    086 33 46.     (W)     SCALED    
 GC1069* NAVD 88     -       231.028  (meters)     757.96   (feet)  ADJUSTED  
 GC1069  ___________________________________________________________________
 GC1069  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1069  DYNAMIC HT  -         230.835 (meters)     757.33  (feet)  COMP
 GC1069  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GC1069
 GC1069  VERT ORDER  -  SECOND    CLASS 0
 GC1069
 GC1069.The horizontal coordinates were scaled from a topographic map and have
 GC1069.an estimated accuracy of +/- 6 seconds.
 GC1069
 GC1069.The orthometric height was determined by differential leveling
 GC1069.and adjusted by the National Geodetic Survey in June 1991..
 GC1069
 GC1069.The geoid height was determined by GEOID03.
 GC1069
 GC1069.The dynamic height is computed by dividing the NAVD 88
 GC1069.geopotential number by the normal gravity value computed on the
 GC1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1069.degrees latitude (g = 980.6199 gals.).
 GC1069
 GC1069.The modeled gravity was interpolated from observed gravity values.
 GC1069
 GC1069;                    North         East    Units  Estimated Accuracy
 GC1069;SPC TN       -   255,340.      549,670.      MT  (+/- 180 meters Scaled)
 GC1069
 GC1069                          SUPERSEDED SURVEY CONTROL
 GC1069
 GC1069  NGVD 29 (??/??/92)  231.111  (m)          758.24   (f) ADJ UNCH    2 0
 GC1069
 GC1069.Superseded values are not recommended for survey control.
 GC1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1069.See file dsdata.txt to determine how the superseded data were derived.
 GC1069
 GC1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF390542(NAD 83)
 GC1069_MARKER: DR = REFERENCE MARK DISK
 GC1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1069_STAMPING: GROVES NO 2 1933
 GC1069_MARK LOGO: CGS   
 GC1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1069+STABILITY: SURFACE MOTION
 GC1069
 GC1069  HISTORY     - Date     Condition        Report By
 GC1069  HISTORY     - 1933     MONUMENTED       CGS
 GC1069  HISTORY     - 1964     GOOD             PAS
 GC1069  HISTORY     - 1977     MARK NOT FOUND   USGS
 GC1069
 GC1069                          STATION DESCRIPTION
 GC1069
 GC1069'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1069'1.3 MI W FROM MITCHELLVILLE.
 GC1069'MARK IS LOCATED AT THE GROVES 1933 STATION SITE, 130.7 FEET
 GC1069'WEST-SOUTHWEST OF THE STATION MARK, 125 FEET EAST OF THE CENTER
 GC1069'OF U.S. HIGHWAY 31W AND THE PAVED ROAD, 35 FEET WEST OF A FENCE
 GC1069'CORNER POST AND 16 FEET SOUTH OF THE CENTER OF THE PAVED ROAD.
 GC1069'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES AND
 GC1069'ABOUT 5 FEET ABOUT THE LEVEL OF THE PAVED ROAD.  MARK IS STAMPED
 GC1069'GROVES NO. 2 1933.
 GC1069
 GC1069                          STATION RECOVERY (1977)
 GC1069
 GC1069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GC1069'THE MARK WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED TO HAVE BEEN
 GC1069'DESTROYED BY ROAD WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1941 ***********************************************************************
 GC1941  DESIGNATION -  GROVES RM 3
 GC1941  PID         -  GC1941
 GC1941  STATE/COUNTY-  TN/SUMNER
 GC1941  USGS QUAD   -  FRANKLIN (1994)
 GC1941
 GC1941                         *CURRENT SURVEY CONTROL
 GC1941  ___________________________________________________________________
 GC1941* NAD 83(1986)-  36 38 01.     (N)    086 33 47.     (W)     SCALED    
 GC1941* NAVD 88     -       232.18   (meters)     761.7    (feet)  RESET     
 GC1941  ___________________________________________________________________
 GC1941  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1941
 GC1941  VERT ORDER  -  THIRD
 GC1941
 GC1941.The horizontal coordinates were scaled from a topographic map and have
 GC1941.an estimated accuracy of +/- 6 seconds.
 GC1941
 GC1941.The orthometric height was computed from unverified reset data.
 GC1941.No vertical observational check was made to the station.
 GC1941
 GC1941.The geoid height was determined by GEOID03.
 GC1941
 GC1941;                    North         East    Units  Estimated Accuracy
 GC1941;SPC TN       -   255,370.      549,640.      MT  (+/- 180 meters Scaled)
 GC1941
 GC1941                          SUPERSEDED SURVEY CONTROL
 GC1941
 GC1941  NGVD 29 (10/12/01)  232.27   (m)          762.0    (f) RESET       3  
 GC1941
 GC1941.Superseded values are not recommended for survey control.
 GC1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1941.See file dsdata.txt to determine how the superseded data were derived.
 GC1941
 GC1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF390543(NAD 83)
 GC1941_MARKER: DR = REFERENCE MARK DISK
 GC1941_SETTING: 0 = UNSPECIFIED SETTING
 GC1941_STAMPING: GROVES 1933 NO 3 1977
 GC1941_MARK LOGO: NGS   
 GC1941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1941+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 GC1941
 GC1941  HISTORY     - Date     Condition        Report By
 GC1941  HISTORY     - 1977     MONUMENTED       NGS
 GC1941  HISTORY     - 20060629 GOOD             KYTC
 GC1941
 GC1941                          STATION DESCRIPTION
 GC1941
 GC1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC1941'1.3 MI WEST FROM MITCHELLVILLE.
 GC1941'1.3 MILES WEST ALONG PAVED ROAD FROM ITS INTERSECTION WITH THE L AND
 GC1941'N RAILROAD IN MITCHELLVILLE, 289 FEET EAST OF THE CENTERLINE OF U.S.
 GC1941'HIGHWAY 31 WEST, AT THE SOUTHWEST CORNER OF THE RESTLAWN GARDENS,
 GC1941'37 FEET EAST OF AN UNDERGROUND CABLE BOX, 34 FEET NORTH OF THE
 GC1941'CENTERLINE OF PAVED ROAD, AND 12 FEET WEST OF A TOMBSTONE CLIFFORD
 GC1941'BROWN, IS A PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
 GC1941
 GC1941                          STATION RECOVERY (2006)
 GC1941
 GC1941'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC1941'RM 3 IS ALSO 6.8 FEET SOUTHEAST OF SOUTHEAST CORNER OF JOHN COLFAX JR.
 GC1941'TOMBSTONE, 5 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF JAMES E. AND
 GC1941'EUDENE MCGLOTHLIN TOMBSTONE AND 1.9 FEET WEST OF BASE OF LARGE
 GC1941'EVERGREEN SHRUB.
 GC1941' 
 GC1941' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1940 ***********************************************************************
 GC1940  DESIGNATION -  GROVES RM 4
 GC1940  PID         -  GC1940
 GC1940  STATE/COUNTY-  TN/SUMNER
 GC1940  USGS QUAD   -  FRANKLIN (1994)
 GC1940
 GC1940                         *CURRENT SURVEY CONTROL
 GC1940  ___________________________________________________________________
 GC1940* NAD 83(1986)-  36 38 01.     (N)    086 33 47.     (W)     SCALED    
 GC1940* NAVD 88     -       231.71   (meters)     760.2    (feet)  RESET     
 GC1940  ___________________________________________________________________
 GC1940  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1940
 GC1940  VERT ORDER  -  THIRD
 GC1940
 GC1940.The horizontal coordinates were scaled from a topographic map and have
 GC1940.an estimated accuracy of +/- 6 seconds.
 GC1940
 GC1940.The orthometric height was computed from unverified reset data.
 GC1940.No vertical observational check was made to the station.
 GC1940
 GC1940.The geoid height was determined by GEOID03.
 GC1940
 GC1940;                    North         East    Units  Estimated Accuracy
 GC1940;SPC TN       -   255,370.      549,640.      MT  (+/- 180 meters Scaled)
 GC1940
 GC1940                          SUPERSEDED SURVEY CONTROL
 GC1940
 GC1940  NGVD 29 (10/12/01)  231.79   (m)          760.5    (f) RESET       3  
 GC1940
 GC1940.Superseded values are not recommended for survey control.
 GC1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1940.See file dsdata.txt to determine how the superseded data were derived.
 GC1940
 GC1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF390543(NAD 83)
 GC1940_MARKER: DR = REFERENCE MARK DISK
 GC1940_SETTING: 0 = UNSPECIFIED SETTING
 GC1940_STAMPING: GROVES 1933 NO 4 1977
 GC1940_MARK LOGO: NGS   
 GC1940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1940+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 GC1940
 GC1940  HISTORY     - Date     Condition        Report By
 GC1940  HISTORY     - 1977     MONUMENTED       NGS
 GC1940  HISTORY     - 20060629 GOOD             KYTC
 GC1940
 GC1940                          STATION DESCRIPTION
 GC1940
 GC1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GC1940'1.3 MI WEST FROM MITCHELLVILLE.
 GC1940'1.3 MILES WEST ALONG PAVED ROAD FROM ITS INTERSECTION WITH THE L AND
 GC1940'N RAILROAD IN MITCHELLVILLE, AT THE SOUTHWEST CORNER OF THE RESTLAWN
 GC1940'MEMORY GARDENS, 220 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 GC1940'31 WEST, 15 FEET NORTHEAST OF A 30-INCH OAK TREE, 27 FEET NORTH OF
 GC1940'THE CENTERLINE OF THE PAVED ROAD AND 70 FEET SOUTHEAST OF THE
 GC1940'SOUTHEAST CORNER OF A FRAME HOUSE, IS A PRE-CAST ALUMINUM
 GC1940'MONUMENT WITH MAGNETS.
 GC1940
 GC1940                          STATION RECOVERY (2006)
 GC1940
 GC1940'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC1940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2579 ***********************************************************************
 GC2579  DESIGNATION -  GUICES
 GC2579  PID         -  GC2579
 GC2579  STATE/COUNTY-  TN/HOUSTON
 GC2579  USGS QUAD   -  ERIN (1981)
 GC2579
 GC2579                         *CURRENT SURVEY CONTROL
 GC2579  ___________________________________________________________________
 GC2579* NAD 83(1995)-  36 19 38.88671(N)    087 37 43.33597(W)     ADJUSTED  
 GC2579* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 GC2579  ___________________________________________________________________
 GC2579  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GC2579  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC2579
 GC2579  HORZ ORDER  -  THIRD
 GC2579
 GC2579.The horizontal coordinates were established by classical geodetic methods
 GC2579.and adjusted by the National Geodetic Survey in April 1999..
 GC2579
 GC2579.The orthometric height was scaled from a topographic map.
 GC2579
 GC2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2579
 GC2579.The geoid height was determined by GEOID03.
 GC2579
 GC2579;                    North         East     Units Scale Factor Converg.
 GC2579;SPC TN       -   222,467.605   453,768.403   MT  0.99998540   -0 57 12.6
 GC2579;SPC TN       -   729,879.13  1,488,738.50   sFT  0.99998540   -0 57 12.6
 GC2579;UTM  16      - 4,020,453.903   443,571.211   MT  0.99963923   -0 22 20.8
 GC2579
 GC2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2579!SPC TN       -   0.99997350  x   0.99998540  =   0.99995890
 GC2579!UTM  16      -   0.99997350  x   0.99963923  =   0.99961274
 GC2579
 GC2579:                Primary Azimuth Mark                     Grid Az
 GC2579:SPC TN       -  GUICES AZ MK                             001 09 21.2
 GC2579:UTM  16      -  GUICES AZ MK                             000 34 29.4
 GC2579
 GC2579|---------------------------------------------------------------------|
 GC2579| PID    Reference Object                     Distance      Geod. Az  |
 GC2579|                                                           dddmmss.s |
 GC2579| CG5933 GUICES AZ MK                                       0001208.6 |
 GC2579| CG5934 GUICES RM 1                          23.983 METERS 05828     |
 GC2579| CG5935 GUICES RM 2                          23.507 METERS 30402     |
 GC2579|---------------------------------------------------------------------|
 GC2579
 GC2579                          SUPERSEDED SURVEY CONTROL
 GC2579
 GC2579  NAD 83(1995)-  36 19 38.88823(N)    087 37 43.33823(W) AD(       ) 3
 GC2579  NAD 83(1995)-  36 19 38.88996(N)    087 37 43.34090(W) AD(       ) 3
 GC2579  NAD 83(1986)-  36 19 38.89638(N)    087 37 43.33822(W) AD(       ) 3
 GC2579  NAD 27      -  36 19 38.70200(N)    087 37 43.27400(W) AD(       ) 3
 GC2579
 GC2579.Superseded values are not recommended for survey control.
 GC2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2579.See file dsdata.txt to determine how the superseded data were derived.
 GC2579
 GC2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4357120454(NAD 83)
 GC2579_MARKER: DS = TRIANGULATION STATION DISK
 GC2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2579
 GC2579  HISTORY     - Date     Condition        Report By
 GC2579  HISTORY     - 1952     MONUMENTED       CGS
 GC2579
 GC2579                          STATION DESCRIPTION
 GC2579
 GC2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (ELJ)
 GC2579'STATION IS LOCATED ON THE PROPERTY OF C.C. TOMLINSON ON THE SOUTH
 GC2579'SIDE OF STATE HIGHWAY 13 ABOUT 3 MILES EAST OF ERIN.  IT IS 185 FEET
 GC2579'SOUTHWEST OF THE INTERSECTION OF HIGHWAY 13 AND A GRAVEL CROSSROAD,
 GC2579'41 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTH OF A
 GC2579'WHITE WITNESS POST AND 4 FEET WEST OF THE WEST EDGE OF A CULTIVATED
 GC2579'FIELD. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2579'GUICES 1952.
 GC2579'
 GC2579'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 GC2579'AND 25 FEET EAST OF A PEACH TREE. THE MARK PROJECTS ABOUT 4 INCHES
 GC2579'AND THE DISK IS STAMPED GUICES NO. 1 1952.
 GC2579'
 GC2579'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 GC2579'10 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT SOUTH OF A FENCE. THE
 GC2579'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GUICES NO. 2
 GC2579'1952.
 GC2579'
 GC2579'AZIMUTH MARK IS AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 12
 GC2579'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 3 FEET NORTHWEST OF A
 GC2579'WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GC2579'STAMPED GUICES 1952.
 GC2579'
 GC2579'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 49,
 GC2579'WHICH IS ABOUT 1.0 MILE EAST OF ERIN, GO NORTHEAST AND EAST ON
 GC2579'HIGHWAY 13 FOR 2.75 MILES TO A GRAVEL CROSSROAD AND THE STATION ON
 GC2579'THE RIGHT AS DESCRIBED.
 GC2579'
 GC2579'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, GO NORTH ON THE GRAVEL
 GC2579'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2579'
 GC2579'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1886 ***********************************************************************
 FC1886  DESIGNATION -  GUILD
 FC1886  PID         -  FC1886
 FC1886  STATE/COUNTY-  TN/MARION
 FC1886  USGS QUAD   -  SEQUATCHIE (1982)
 FC1886
 FC1886                         *CURRENT SURVEY CONTROL
 FC1886  ___________________________________________________________________
 FC1886* NAD 83(1995)-  35 02 30.71409(N)    085 31 36.34226(W)     ADJUSTED  
 FC1886* NAVD 88     -       470.7    (meters)    1544.     (feet)  VERTCON   
 FC1886  ___________________________________________________________________
 FC1886  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FC1886  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC1886
 FC1886  HORZ ORDER  -  SECOND
 FC1886
 FC1886.The horizontal coordinates were established by classical geodetic methods
 FC1886.and adjusted by the National Geodetic Survey in April 1999..
 FC1886
 FC1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1886
 FC1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1886
 FC1886.The geoid height was determined by GEOID03.
 FC1886
 FC1886;                    North         East     Units Scale Factor Converg.
 FC1886;SPC TN       -    78,717.299   643,180.739   MT  1.00004325   +0 16 37.4
 FC1886;SPC TN       -   258,258.34  2,110,168.81   sFT  1.00004325   +0 16 37.4
 FC1886;UTM  16      - 3,878,677.794   634,372.009   MT  0.99982253   +0 50 45.7
 FC1886
 FC1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1886!SPC TN       -   0.99993069  x   1.00004325  =   0.99997394
 FC1886!UTM  16      -   0.99993069  x   0.99982253  =   0.99975324
 FC1886
 FC1886|---------------------------------------------------------------------|
 FC1886| PID    Reference Object                     Distance      Geod. Az  |
 FC1886|                                                           dddmmss.s |
 FC1886| CG5936 GUILD RM 1                            5.368 METERS 04500     |
 FC1886| CG5937 GUILD RM 2                            5.904 METERS 15158     |
 FC1886| FC1444 HALE                                APPROX. 2.4 KM 2342233.8 |
 FC1886|---------------------------------------------------------------------|
 FC1886
 FC1886                          SUPERSEDED SURVEY CONTROL
 FC1886
 FC1886  NAD 83(1995)-  35 02 30.71423(N)    085 31 36.34222(W) AD(       ) 2
 FC1886  NAD 83(1995)-  35 02 30.71471(N)    085 31 36.34368(W) AD(       ) 2
 FC1886  NAD 83(1995)-  35 02 30.71597(N)    085 31 36.34116(W) AD(       ) 2
 FC1886  NAD 83(1986)-  35 02 30.71613(N)    085 31 36.34111(W) AD(       ) 2
 FC1886  NAD 27      -  35 02 30.44180(N)    085 31 36.47530(W) AD(       ) 2
 FC1886  NGVD 29 (07/19/86)  470.7    (m)         1544.     (f) VERT ANG       
 FC1886
 FC1886.Superseded values are not recommended for survey control.
 FC1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1886.See file dsdata.txt to determine how the superseded data were derived.
 FC1886
 FC1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3437278678(NAD 83)
 FC1886_MARKER: DE = TRAVERSE STATION DISK
 FC1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1886
 FC1886  HISTORY     - Date     Condition        Report By
 FC1886  HISTORY     - 1962     MONUMENTED       CGS
 FC1886  HISTORY     - 1972     GOOD             NGS
 FC1886
 FC1886                          STATION DESCRIPTION
 FC1886
 FC1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1886'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF GUILD, 1 MILE
 FC1886'SOUTHEAST OF HALES BAR DAM ON THE TENNESSEE RIVER AND ON THE
 FC1886'FIRST RIDGE TO THE WEST OF SPRING GULF ON RACCOON MOUNTAIN, ON MARION
 FC1886'COUNTY ROAD PROPERTY.
 FC1886'
 FC1886'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 134 AND U.S.
 FC1886'HIGHWAYS 41, 64 AND 72 IN GUILD, GO NORTHEAST ON THE U.S.
 FC1886'HIGHWAYS FOR 1.0 MILE TO A SIDE ROAD LEFT LEADING TO HALES BAR DAM,
 FC1886'CONTINUE NORTHEAST ON THE U.S. HIGHWAYS FOR 0.1 MILE TO A SIDE
 FC1886'ROAD RIGHT, TURN SHARP RIGHT AND FOLLOW MOUNTAIN ROAD FOR 1.35 MILE
 FC1886'TO THE STATION ON THE RIGHT.
 FC1886'
 FC1886'THE MARK IS 30 YARDS SOUTH OF THE TOP OF THE MOUNTAIN, 14 FEET EAST
 FC1886'OF THE APPROXIMATE CENTER OF A COUNTY ROAD AND 3.3 FEET NORTH
 FC1886'OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET IN THE
 FC1886'TOP OF A SQUARE CONCRETE POST, WHICH PROJECTS 6 INCHES AND IS
 FC1886'STAMPED GUILD 1962.
 FC1886'
 FC1886'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC1886'COUNTY ROAD AND 20.4 FEET NORTHEAST OF THE METAL WITNESS
 FC1886'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 FC1886'WHICH IS FLUSH AND IS STAMPED GUILD NO 1 1962.
 FC1886'
 FC1886'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC1886'COUNTY ROAD AND 17.2 FEET SOUTHEAST OF THE METAL WITNESS POST AND
 FC1886'PROJECTS 6 INCHES.  IT IS A STANDARD DISK AND IS STAMPED GUILD NO 2
 FC1886'1962, IT IS SET IN THE TOP OF A SQUARE CONCRETE POST.
 FC1886'
 FC1886'TRAVERSE STATION HALE WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FC1886'THEREOF.
 FC1886
 FC1886                          STATION RECOVERY (1972)
 FC1886
 FC1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FC1886'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FC1886'GOOD CONDITION, AND THE DISTANCES TO THE REFERENCE MARKS WERE
 FC1886'VERIFIED.  THE STATION WAS NOT OCCUPIED.
 FC1886'
 FC1886'FOLLOWING IS A NEW AND MORE CONCISE STATION TO-REACH.
 FC1886'
 FC1886'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 41, 64 AND
 FC1886'72 AND STATE ROUTES 134 AND 156 SOUTHWEST OF THE POST OFFICE IN
 FC1886'HALETOWN, GO NORTHEASTERLY ON U. S. HIGHWAYS 41, 64 AND 72 FOR 0.25
 FC1886'OF A MILE TO THE POST OFFICE ON THE RIGHT, CONTINUE
 FC1886'NORTH-NORTHEASTERLY ON U. S.  HIGHWAYS 41, 64 AND 72 FOR 1.0 MILE
 FC1886'TO AN OILED ROAD ON THE LEFT LEADING INTO HALES BAR DAM.
 FC1886'CONTINUE NORTHERLY ON U. S. HIGHWAYS 41, 64 AND 72 FOR 0.25 OF A
 FC1886'MILE TO A GRADED ROAD SHARP RIGHT LEADING UPHILL INTO THE WOODS.
 FC1886'HERE TURN SHARP RIGHT ONTO THIS GRADED WOODS ROAD AND GO IN A
 FC1886'GENERAL SOUTHEASTERLY DIRECTION ON STEEP, ROCKY, WINDING ROAD
 FC1886'FOR 1.35 MILES TO WHERE THE ROAD SWINGS BACK TO THE
 FC1886'NORTH-NORTHEAST AND THE STATION ON THE RIGHT AS DESCRIBED.
 FC1886'
 FC1886'NOTE--THIS ROAD IS IN VERY BAD SHAPE IN MANY PLACES AND COULD NOT
 FC1886'BE TRAVELED IN WET WEATHER EXCEPT WITH FOUR-WHEEL DRIVE VEHICLES.
 FC1886'
 FC1886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 FC1886'NORTHEAST OF GUILD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1880 ***********************************************************************
 FC1880  DESIGNATION -  GUILD LOT
 FC1880  PID         -  FC1880
 FC1880  STATE/COUNTY-  TN/MARION
 FC1880  USGS QUAD   -  WAUHATCHIE (1976)
 FC1880
 FC1880                         *CURRENT SURVEY CONTROL
 FC1880  ___________________________________________________________________
 FC1880* NAD 83(1995)-  35 01 04.41198(N)    085 29 29.00306(W)     ADJUSTED  
 FC1880* NAVD 88     -                                                        
 FC1880  ___________________________________________________________________
 FC1880  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 FC1880  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1880
 FC1880  HORZ ORDER  -  THIRD
 FC1880
 FC1880.The horizontal coordinates were established by classical geodetic methods
 FC1880.and adjusted by the National Geodetic Survey in April 1999..
 FC1880
 FC1880
 FC1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1880
 FC1880.The geoid height was determined by GEOID03.
 FC1880
 FC1880;                    North         East     Units Scale Factor Converg.
 FC1880;SPC TN       -    76,073.832   646,422.059   MT  1.00004907   +0 17 51.9
 FC1880;SPC TN       -   249,585.56  2,120,803.04   sFT  1.00004907   +0 17 51.9
 FC1880;SPC GA W     -   557,210.914   579,103.166   MT  1.00008008   -0 45 36.9
 FC1880;SPC GA W     - 1,828,116.14  1,899,940.97   sFT  1.00008008   -0 45 36.9
 FC1880;UTM  16      - 3,876,067.188   637,638.687   MT  0.99983348   +0 51 57.0
 FC1880
 FC1880                          SUPERSEDED SURVEY CONTROL
 FC1880
 FC1880  NAD 83(1995)-  35 01 04.41203(N)    085 29 29.00307(W) AD(       ) 4
 FC1880  NAD 83(1995)-  35 01 04.41257(N)    085 29 29.00469(W) AD(       ) 4
 FC1880  NAD 83(1995)-  35 01 04.41353(N)    085 29 29.00231(W) AD(       ) 4
 FC1880  NAD 83(1986)-  35 01 04.41378(N)    085 29 29.00234(W) AD(       ) 4
 FC1880  NAD 27      -  35 01 04.14053(N)    085 29 29.14087(W) AD(       ) 3
 FC1880
 FC1880.Superseded values are not recommended for survey control.
 FC1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1880.See file dsdata.txt to determine how the superseded data were derived.
 FC1880
 FC1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3763976067(NAD 83)
 FC1880_MARKER: 57 = LOOKOUT TOWER
 FC1880
 FC1880  HISTORY     - Date     Condition        Report By
 FC1880  HISTORY     - 1972     FIRST OBSERVED   NGS
 FC1880
 FC1880                          STATION DESCRIPTION
 FC1880
 FC1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 FC1880'THE GUILD LOOKOUT TOWER (TENNESSEE STATE FOREST SERVICE) IS
 FC1880'LOCATED 11 MILES WEST OF CHATTANOOGA, 7 MILES EAST-NORTHEAST
 FC1880'OF THE TENNESSEE-ALABAMA-GEORGIA BOUNDARY CORNER, 3 MILES
 FC1880'EAST-NORTHEAST OF EXIT 31 OF INTERSTATE HIGHWAY 24, ON THE
 FC1880'SOUTH SIDE OF NICKAJACK LAKE, ON THE HIGHEST POINT OF AETNA
 FC1880'RIDGE, ADJACENT TO TRIANGULATION STATION AETNA 1934.
 FC1880'
 FC1880'THE LOOKOUT TOWER IS THE STANDARD 4-LEGGED TYPE WITH A POINTED
 FC1880'ROOF, ABOUT 80 FEET HIGH.  THE POINT INTERSECTED WAS THE TOP CENTER.
 FC1880'
 FC1880'STATION AETNA 1934 IS SOUTH-SOUTHWEST OF THE TOWER, THE
 FC1880'DISTANCE BEING 36.8 FEET, 11.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2311 ***********************************************************************
 FE2311  DESIGNATION -  GURLEY
 FE2311  PID         -  FE2311
 FE2311  STATE/COUNTY-  TN/HENDERSON
 FE2311  USGS QUAD   -  JUNO (1980)
 FE2311
 FE2311                         *CURRENT SURVEY CONTROL
 FE2311  ___________________________________________________________________
 FE2311* NAD 83(1995)-  35 42 13.24450(N)    088 36 10.98530(W)     ADJUSTED  
 FE2311* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 FE2311  ___________________________________________________________________
 FE2311  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FE2311  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2311
 FE2311  HORZ ORDER  -  SECOND
 FE2311
 FE2311.The horizontal coordinates were established by classical geodetic methods
 FE2311.and adjusted by the National Geodetic Survey in April 1999..
 FE2311
 FE2311.The orthometric height was scaled from a topographic map.
 FE2311
 FE2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2311
 FE2311.The geoid height was determined by GEOID03.
 FE2311
 FE2311;                    North         East     Units Scale Factor Converg.
 FE2311;SPC TN       -   155,170.969   364,463.733   MT  0.99995098   -1 31 26.1
 FE2311;SPC TN       -   509,090.09  1,195,744.76   sFT  0.99995098   -1 31 26.1
 FE2311;UTM  16      - 3,952,267.100   354,976.136   MT  0.99985917   -0 56 08.5
 FE2311
 FE2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2311!SPC TN       -   0.99997241  x   0.99995098  =   0.99992339
 FE2311!UTM  16      -   0.99997241  x   0.99985917  =   0.99983159
 FE2311
 FE2311|---------------------------------------------------------------------|
 FE2311| PID    Reference Object                     Distance      Geod. Az  |
 FE2311|                                                           dddmmss.s |
 FE2311| CG3401 GURLEY RM 1                          35.314 METERS 00446     |
 FE2311| FE2298 OBRAIN                              APPROX. 9.5 KM 0411926.1 |
 FE2311| CG3402 GURLEY RM 2                          60.076 METERS 05006     |
 FE2311| FE2312 GURLEY 2                             22.010 METERS 33149     |
 FE2311| CG3400 GURLEY AZ MK                                       3314954.2 |
 FE2311|---------------------------------------------------------------------|
 FE2311
 FE2311                          SUPERSEDED SURVEY CONTROL
 FE2311
 FE2311  NAD 83(1995)-  35 42 13.24857(N)    088 36 10.99132(W) AD(       ) 2
 FE2311  NAD 83(1986)-  35 42 13.25571(N)    088 36 10.98623(W) AD(       ) 2
 FE2311  NAD 27      -  35 42 13.00900(N)    088 36 10.79300(W) AD(       ) 2
 FE2311
 FE2311.Superseded values are not recommended for survey control.
 FE2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2311.See file dsdata.txt to determine how the superseded data were derived.
 FE2311
 FE2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5497652267(NAD 83)
 FE2311_MARKER: DS = TRIANGULATION STATION DISK
 FE2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2311
 FE2311  HISTORY     - Date     Condition        Report By
 FE2311  HISTORY     - 1934     MONUMENTED       CGS
 FE2311  HISTORY     - 1951     SEE DESCRIPTION  CGS
 FE2311
 FE2311                          STATION DESCRIPTION
 FE2311
 FE2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2311'ABOUT 12 MILES WEST-NORTHWEST OF LEXINGTON, ON PROPERTY OF GEORGE W.
 FE2311'GURLEY, ON SMALL KNOLL ABOUT 200 FEET SOUTH-SOUTHEAST
 FE2311'OF GURLEYS RESIDENCE, 33 FEET SOUTH OF 14-INCH WHITE-OAK TREE, AND
 FE2311'52 FEET SOUTH OF CENTER LINE OF COUNTY ROAD.  TO REACH FROM
 FE2311'JACKSON, FOLLOW U.S. ROUTE 70 NORTHEAST ABOUT 7 MILES TO JCT WITH
 FE2311'STATE ROUTE 20, THENCE EAST 8.1 MILES ON ROUTE 20 (OR 0.4 MILE
 FE2311'BEYOND HENDERSON-MADISON COUNTY LINE), TURN RIGHT ONTO DIRT RD, AND
 FE2311'PROCEED 0.3 MILE TO HOME OF MR. GURLEY AND STATION SITE. SURFACE AND
 FE2311'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FE2311'CONCRETE.  UPPER MARK PROJECTS 12 INCHES ABOVE
 FE2311'GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FE2311'DISKS IN CONCRETE.  NO. 1 IS IN MR. GURLEYS YARD, 3 FEET
 FE2311'EAST OF FENCE, 16 FEET SOUTH-SOUTHEAST OF 24-INCH WHITE-OAK TREE,
 FE2311'AND 115.86 FEET FROM STATION N 4 DEG 46 MIN E.  NO. 2 IS 10
 FE2311'FEET SOUTHEAST OF CENTER LINE OF COUNTY ROAD, 4 FEET NORTHWEST OF
 FE2311'RAIL FENCE, AND 197.10 FEET FROM STATION.
 FE2311'AZIMUTH MARK IS IN RIGHT-OF-WAY OF AND 33 FEET NORTH OF CENTER
 FE2311'LINE OF ROUTE 20, 0.1 MILE EAST OF MADISON-HENDERSON COUNTY LINE, AND
 FE2311'ABOUT 0.35 MILE FROM STATION.
 FE2311
 FE2311                          STATION RECOVERY (1951)
 FE2311
 FE2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2311'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 FE2311'FAIR CONDITION.  DISTANCE AND
 FE2311'DIRECTION TO REFERENCE MARK NO. 2 WAS CHECKED.  IT WAS IMPOSSIBLE TO
 FE2311'CHECK THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 AS A
 FE2311'GARAGE HAS BEEN BUILT OBSTRUCTING THE LINE.  THE MARK WAS ALSO LOOSE
 FE2311'DUE TO AN ATTEMPT BY MR.  E.M. USERY, NEW OWNER OF THE PROPERTY, TO
 FE2311'REMOVE IT.  DUE TO THE REQUEST OF THIS OWNER THE STATION AND
 FE2311'REFERENCE MARKS WERE DESTROYED BY THIS PARTY.  AZIMUTH MARK WAS
 FE2311'HELD AND USED AS AZIMUTH TO A NEW STATION GURLEY 2 WHICH WAS
 FE2311'ESTABLISHED BY THIS PARTY.  DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2312 ***********************************************************************
 FE2312  DESIGNATION -  GURLEY 2
 FE2312  PID         -  FE2312
 FE2312  STATE/COUNTY-  TN/HENDERSON
 FE2312  USGS QUAD   -  JUNO (1980)
 FE2312
 FE2312                         *CURRENT SURVEY CONTROL
 FE2312  ___________________________________________________________________
 FE2312* NAD 83(1995)-  35 42 13.87399(N)    088 36 11.39875(W)     ADJUSTED  
 FE2312* NAVD 88     -       203.0    (meters)     666.     (feet)  VERTCON   
 FE2312  ___________________________________________________________________
 FE2312  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FE2312  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2312
 FE2312  HORZ ORDER  -  SECOND
 FE2312
 FE2312.The horizontal coordinates were established by classical geodetic methods
 FE2312.and adjusted by the National Geodetic Survey in April 1999..
 FE2312
 FE2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2312
 FE2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2312
 FE2312.The geoid height was determined by GEOID03.
 FE2312
 FE2312;                    North         East     Units Scale Factor Converg.
 FE2312;SPC TN       -   155,190.639   364,453.860   MT  0.99995097   -1 31 26.4
 FE2312;SPC TN       -   509,154.62  1,195,712.37   sFT  0.99995097   -1 31 26.4
 FE2312;UTM  16      - 3,952,286.666   354,966.062   MT  0.99985921   -0 56 08.8
 FE2312
 FE2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2312!SPC TN       -   0.99997257  x   0.99995097  =   0.99992354
 FE2312!UTM  16      -   0.99997257  x   0.99985921  =   0.99983178
 FE2312
 FE2312|---------------------------------------------------------------------|
 FE2312| PID    Reference Object                     Distance      Geod. Az  |
 FE2312|                                                           dddmmss.s |
 FE2312| CG3404 GURLEY 2 RM 3                        23.206 METERS 03738     |
 FE2312| FE2311 GURLEY                               22.010 METERS 15149     |
 FE2312| FE2318 LIBERTY LOT WT 24                   APPROX. 7.3 KM 2134501.1 |
 FE2312| CG3406 GURLEY 2 RM 5                        36.076 METERS 23801     |
 FE2312| CG3405 GURLEY 2 RM 4                        36.018 METERS 23802     |
 FE2312| CG3403 GURLEY 2 AZ MK RESET                               3164012.1 |
 FE2312| CG3400 GURLEY AZ MK                                       3314936.3 |
 FE2312|---------------------------------------------------------------------|
 FE2312
 FE2312                          SUPERSEDED SURVEY CONTROL
 FE2312
 FE2312  NAD 83(1995)-  35 42 13.87807(N)    088 36 11.40478(W) AD(       ) 2
 FE2312  NAD 83(1986)-  35 42 13.88523(N)    088 36 11.39969(W) AD(       ) 2
 FE2312  NAD 27      -  35 42 13.63900(N)    088 36 11.20700(W) AD(       ) 2
 FE2312  NGVD 29 (07/19/86)  203.0    (m)          666.     (f) VERT ANG       
 FE2312
 FE2312.Superseded values are not recommended for survey control.
 FE2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2312.See file dsdata.txt to determine how the superseded data were derived.
 FE2312
 FE2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5496652287(NAD 83)
 FE2312_MARKER: DS = TRIANGULATION STATION DISK
 FE2312_SETTING: 0 = UNSPECIFIED SETTING
 FE2312
 FE2312  HISTORY     - Date     Condition        Report By
 FE2312  HISTORY     - 1951     MONUMENTED       CGS
 FE2312  HISTORY     - 1958     GOOD             CGS
 FE2312
 FE2312                          STATION DESCRIPTION
 FE2312
 FE2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2312'STATION IS LOCATED ABOUT 12 MILES NW OF LEXINGTON, 13.5 MILES NE OF
 FE2312'THE CENTER OF JACKSON, AND ON PROPERTY OWNED BY MR.  E.M. USERY.  IT
 FE2312'IS 23 FEET N OF THE CENTER OF A DIRT ROAD, 42 FEET SW OF THE SW
 FE2312'CORNER OF A GARAGE, 81 FEET SW OF A 30-INCH OAK TREE.
 FE2312'
 FE2312'STATION IS A STANDARD STATION DISK CEMENTED IN THE TOP OF A 4-INCH
 FE2312'CAST-IRON PIPE SET 18 INCHES BELOW THE SURFACE OF THE GROUND AND
 FE2312'STAMPED GURLEY 2 1951.  UNDERGROUND MARK IS SET IN CONCRETE.
 FE2312'
 FE2312'REFERENCE MARK 3 IS 6 FEET S OF THE 30-INCH OAK TREE, 20 FEET W OF
 FE2312'THE CENTER OF A DRIVEWAY, 26.5 FEET N OF THE NW CORNER OF THE
 FE2312'GARAGE, AND 60 FEET N OF THE CENTER OF THE DIRT ROAD.  IT IS A
 FE2312'STANDARD REFERENCE DISK CEMENTED IN THE TOP OF A 4-INCH CAST-IRON
 FE2312'PIPE SET FLUSH WITH THE GROUND, AND STAMPED GURLEY 2 NO 3 1951.
 FE2312'
 FE2312'REFERENCE MARK 4 IS 17 FEET E OF A 24-INCH OAK TREE AND 28 FEET S OF
 FE2312'THE CENTER OF THE DIRT ROAD.  IT IS A STANDARD REFERENCE DISK
 FE2312'CEMENTED IN THE TOP OF A 4-INCH CAST-IRON PIPE WHICH PROJECTS ABOUT 2
 FE2312'INCHES, AND IS STAMPED GURLEY 2 NO 4 1951.
 FE2312'
 FE2312'AZIMUTH MARK IS IN THE RIGHT-OF-WAY AND 33 FEET E OF THE CENTER LINE
 FE2312'OF STATE HIGHWAY 20.  IT IS A STANDARD REFERENCE DISK, SET IN
 FE2312'CONCRETE, PROJECTS ABOUT 10 INCHES, AND IS STAMPED GURLEY AZI 1934.
 FE2312'
 FE2312'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20
 FE2312'ABOUT 6 MILES NE OF JACKSON, GO NE ON HIGHWAY 20 FOR 8.3 MILES
 FE2312'TO THE HENDERSON-MADISON COUNTY LINE, CONTINUE AHEAD FOR 0.15 MILE
 FE2312'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE AHEAD ON
 FE2312'HIGHWAY 20 FOR 0.25 MILE TO A CROSSROAD, TURN RIGHT ON DIRT ROAD FOR
 FE2312'0.25 MILE TO MR.  USERYS RESIDENCE AND THE STATION ON THE RIGHT
 FE2312'AS DESCRIBED.
 FE2312'
 FE2312'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2312
 FE2312                          STATION RECOVERY (1958)
 FE2312
 FE2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2312'THE STATION AND REFERENCE MARK 3 WERE RECOVERED AND FOUND IN GOOD
 FE2312'CONDITION.  REFERENCE MARK 4 AND THE
 FE2312'AZIMUTH MARK WERE DESTROYED.  A NEW AZIMUTH MARK AND A REFERENCE MARK
 FE2312'5 WERE ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE MARK
 FE2312'3 CHECKED WITH THE ORIGINAL DESCRIPTION.  THE ORIGINAL DESCRIPTION OF
 FE2312'THE STATION AND REFERENCE MARK 3 ARE ADEQUATE.
 FE2312'
 FE2312'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND STATE
 FE2312'HIGHWAY 20 LOCATED ABOUT 6 MILES NORTHEAST OF JACKSON, GO
 FE2312'NORTHEAST ON HIGHWAY 20 FOR 8.3 MILES TO THE HENDERSON-MADISON COUNTY
 FE2312'LINE AND THE AZIMUTH MARK ON THE LEFT. CONTINUE EASTERLY ON HIGHWAY
 FE2312'20 FOR 0.4 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 FE2312'SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE
 FE2312'RIGHT.
 FE2312'
 FE2312'REFERENCE MARK 5 IS 28 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 FE2312'ROAD AND 15 FEET EAST OF A 30 INCH OAK TREE.  THE MONUMENT IS
 FE2312'FLUSH AND THE DISK IS STAMPED GURLEY 2 NO 5 1951.
 FE2312'
 FE2312'39-6/15 (TNDG) WPA STATION IS 120 FEET NORTHEAST OF A HIGH LINE
 FE2312'TOWER, ABOUT 150 YARDS WEST OF A FRAME HOUSE AND IS
 FE2312'ON THE NORTH SLOPE OF A KNOLL IN MR. E.M. USERYS GARDEN.  IT IS A
 FE2312'STANDARD TENNESSEE DIVISION OF GEOLOGY W.P.A. STATION MARK
 FE2312'DISK STAMPED 39-6/15 SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 FE2312'THAT PROJECTS 8 INCHES.
 FE2312'
 FE2312'THE AZIMUTH MARK IS SET AT THE HENDERSON-MADISON COUNTY LINE, 30 FEET
 FE2312'NORTH OF THE CENTERLINE OF STATE HIGHWAY 20, 9 FEET SOUTHWEST OF
 FE2312'A POWER LINE POLE AND 4 FEET NORTHEAST OF THE HENDERSON-MADISON
 FE2312'COUNTY LINE MARKER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2312'GURLEY 2 1934 RESET 1958.
 FE2312'
 FE2312'HEIGHT OF LIGHT 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0966 ***********************************************************************
 FD0966  DESIGNATION -  GUS
 FD0966  PID         -  FD0966
 FD0966  STATE/COUNTY-  TN/WAYNE
 FD0966  USGS QUAD   -  EAGLE CREEK (1972)
 FD0966
 FD0966                         *CURRENT SURVEY CONTROL
 FD0966  ___________________________________________________________________
 FD0966* NAD 83(1995)-  35 18 34.87203(N)    087 56 09.66060(W)     ADJUSTED  
 FD0966* NAVD 88     -       152.363  (meters)     499.88   (feet)  ADJUSTED  
 FD0966  ___________________________________________________________________
 FD0966  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FD0966  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0966  DYNAMIC HT  -         152.222 (meters)     499.42  (feet)  COMP
 FD0966  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FD0966
 FD0966  HORZ ORDER  -  SECOND
 FD0966  VERT ORDER  -  SECOND    CLASS 0
 FD0966
 FD0966.The horizontal coordinates were established by classical geodetic methods
 FD0966.and adjusted by the National Geodetic Survey in April 1999..
 FD0966
 FD0966.The orthometric height was determined by differential leveling
 FD0966.and adjusted by the National Geodetic Survey in June 1991..
 FD0966
 FD0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0966
 FD0966.The geoid height was determined by GEOID03.
 FD0966
 FD0966.The dynamic height is computed by dividing the NAVD 88
 FD0966.geopotential number by the normal gravity value computed on the
 FD0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0966.degrees latitude (g = 980.6199 gals.).
 FD0966
 FD0966.The modeled gravity was interpolated from observed gravity values.
 FD0966
 FD0966;                    North         East     Units Scale Factor Converg.
 FD0966;SPC TN       -   110,067.889   423,946.266   MT  0.99999000   -1 08 00.3
 FD0966;SPC TN       -   361,114.40  1,390,897.04   sFT  0.99999000   -1 08 00.3
 FD0966;UTM  16      - 3,907,788.775   414,908.701   MT  0.99968923   -0 32 27.8
 FD0966
 FD0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0966!SPC TN       -   0.99998046  x   0.99999000  =   0.99997046
 FD0966!UTM  16      -   0.99998046  x   0.99968923  =   0.99966970
 FD0966
 FD0966|---------------------------------------------------------------------|
 FD0966| PID    Reference Object                     Distance      Geod. Az  |
 FD0966|                                                           dddmmss.s |
 FD0966| FD0967 GUS RM 1                             20.700 METERS 09159     |
 FD0966| FD0965 GUS RM 2                             19.080 METERS 26219     |
 FD0966| FD0964 GUS AZ MK                           APPROX. 1.2 KM 2641139.0 |
 FD0966|---------------------------------------------------------------------|
 FD0966
 FD0966                          SUPERSEDED SURVEY CONTROL
 FD0966
 FD0966  NAD 83(1995)-  35 18 34.87613(N)    087 56 09.66123(W) AD(       ) 2
 FD0966  NAD 83(1995)-  35 18 34.87620(N)    087 56 09.66129(W) AD(       ) 2
 FD0966  NAD 83(1995)-  35 18 34.87825(N)    087 56 09.66047(W) AD(       ) 2
 FD0966  NAD 83(1986)-  35 18 34.88156(N)    087 56 09.65992(W) AD(       ) 2
 FD0966  NAD 27      -  35 18 34.60320(N)    087 56 09.56270(W) AD(       ) 2
 FD0966  NGVD 29 (??/??/92)  152.356  (m)          499.85   (f) ADJ UNCH    2 0
 FD0966
 FD0966.Superseded values are not recommended for survey control.
 FD0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0966.See file dsdata.txt to determine how the superseded data were derived.
 FD0966
 FD0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1490907789(NAD 83)
 FD0966_MARKER: DD = SURVEY DISK
 FD0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0966_STAMPING: GUS 1962
 FD0966_MARK LOGO: TNHD  
 FD0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0966+STABILITY: SURFACE MOTION
 FD0966
 FD0966  HISTORY     - Date     Condition        Report By
 FD0966  HISTORY     - 1962     MONUMENTED       TNHD
 FD0966  HISTORY     - 1962     GOOD             TNHD
 FD0966
 FD0966                          STATION DESCRIPTION
 FD0966
 FD0966'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0966'10 MI W FROM WAYNESBORO.
 FD0966'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0966'HIGHWAY 64 FOR 10 MILES TO THE MARK ON THE RIGHT.  THE MARK IS
 FD0966'LOCATED 85 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 27
 FD0966'FEET NORTHWEST OF A POWERPOLE AND 3.4 FEET SOUTHWEST OF A
 FD0966'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0966'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD0966'WITH THE GROUND.
 FD0966
 FD0966                          STATION RECOVERY (1962)
 FD0966
 FD0966'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0966'THE STATION IS LOCATED ABOUT 10 MILES WEST OF WAYNESBORO.
 FD0966'
 FD0966'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 15 AND 114,
 FD0966'GO 0.8 MILE EAST ON STATE ROUTE 15 TO A HIGHWAY CUT AND THE STATION
 FD0966'ON THE LEFT.
 FD0966'
 FD0966'THE STATION IS 85 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 FD0966'15, 27 FEET NORTHWEST OF A POWERPOLE, AND 3.4 FEET SOUTHWEST OF A
 FD0966'WITNESS POST.  SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD0966'HIGHWAY DEPARTMENT DISKS STAMPED--GUS 1962--. THE UNDERGROUND MARK IS
 FD0966'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 FD0966'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0966'
 FD0966'REFERENCE MARK NO 1 IS 16 FEET NORTH OF A FENCE.  THE MARK IS A
 FD0966'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN
 FD0966'OUTCROPPING BEDROCK AND THE DISK IS STAMPED--GUS RM 1 1962--.
 FD0966'
 FD0966'REFERENCE MARK NO 2 IS 24 FEET NORTH OF A FENCE AND 19 FEET SOUTHEAST
 FD0966'OF AN 8-INCH SUGAR MAPLE TREE.  THE MARK IS A STANDARD TENNESSEE
 FD0966'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 FD0966'OUTCROPPING BEDROCK AND THE DISK IS STAMPED--GUS RM 2 1962--.
 FD0966'
 FD0966'THE AZIMUTH MARK IS 26 FEET NORTH OF THE FENCE AROUND TVA SUB STATION
 FD0966'S-443, 3.9 FEET EAST OF A WITNESS POST, AND 3 FEET SOUTH OF A POWER
 FD0966'POLE THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD0966'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD0966'STAMPED--GUS AZI 1962--.
 FD0966'
 FD0966'TO REACH THE MARK FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO
 FD0966'10 MILES WEST ON STATE ROUTE 15 TO THE INTERSECTION OF STATE ROUTE 15
 FD0966'AND 114 AND THE MARK ON THE LEFT.
 FD0966'
 FD0966'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0966'
 FD0966'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0964 ***********************************************************************
 FD0964  DESIGNATION -  GUS AZ MK
 FD0964  PID         -  FD0964
 FD0964  STATE/COUNTY-  TN/WAYNE
 FD0964  USGS QUAD   -  EAGLE CREEK (1972)
 FD0964
 FD0964                         *CURRENT SURVEY CONTROL
 FD0964  ___________________________________________________________________
 FD0964* NAD 83(1995)-  35 18 31.04445(N)    087 56 55.55459(W)     ADJUSTED  
 FD0964* NAVD 88     -       138.579  (meters)     454.65   (feet)  ADJUSTED  
 FD0964  ___________________________________________________________________
 FD0964  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FD0964  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0964  DYNAMIC HT  -         138.451 (meters)     454.23  (feet)  COMP
 FD0964  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FD0964
 FD0964  HORZ ORDER  -  SECOND
 FD0964  VERT ORDER  -  SECOND    CLASS 0
 FD0964
 FD0964.The horizontal coordinates were established by classical geodetic methods
 FD0964.and adjusted by the National Geodetic Survey in April 1999..
 FD0964
 FD0964.The orthometric height was determined by differential leveling
 FD0964.and adjusted by the National Geodetic Survey in June 1991..
 FD0964
 FD0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0964
 FD0964.The geoid height was determined by GEOID03.
 FD0964
 FD0964.The dynamic height is computed by dividing the NAVD 88
 FD0964.geopotential number by the normal gravity value computed on the
 FD0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0964.degrees latitude (g = 980.6199 gals.).
 FD0964
 FD0964.The modeled gravity was interpolated from observed gravity values.
 FD0964
 FD0964;                    North         East     Units Scale Factor Converg.
 FD0964;SPC TN       -   109,972.962   422,784.787   MT  0.99999017   -1 08 27.2
 FD0964;SPC TN       -   360,802.96  1,387,086.42   sFT  0.99999017   -1 08 27.2
 FD0964;UTM  16      - 3,907,681.876   413,748.614   MT  0.99969168   -0 32 54.2
 FD0964
 FD0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0964!SPC TN       -   0.99998263  x   0.99999017  =   0.99997280
 FD0964!UTM  16      -   0.99998263  x   0.99969168  =   0.99967431
 FD0964
 FD0964                          SUPERSEDED SURVEY CONTROL
 FD0964
 FD0964  NAD 83(1995)-  35 18 31.04854(N)    087 56 55.55538(W) AD(       ) 2
 FD0964  NAD 83(1995)-  35 18 31.04861(N)    087 56 55.55542(W) AD(       ) 2
 FD0964  NAD 83(1995)-  35 18 31.05069(N)    087 56 55.55462(W) AD(       ) 2
 FD0964  NAD 83(1986)-  35 18 31.05395(N)    087 56 55.55404(W) AD(       ) 2
 FD0964  NAD 27      -  35 18 30.77530(N)    087 56 55.45390(W) AD(       ) 2
 FD0964  NGVD 29 (??/??/92)  138.576  (m)          454.64   (f) ADJ UNCH    2 0
 FD0964
 FD0964.Superseded values are not recommended for survey control.
 FD0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0964.See file dsdata.txt to determine how the superseded data were derived.
 FD0964
 FD0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1374907682(NAD 83)
 FD0964_MARKER: DD = SURVEY DISK
 FD0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0964_STAMPING: GUS AZI 1962
 FD0964_MARK LOGO: TNHD  
 FD0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0964+STABILITY: SURFACE MOTION
 FD0964
 FD0964  HISTORY     - Date     Condition        Report By
 FD0964  HISTORY     - 1962     MONUMENTED       TNHD
 FD0964  HISTORY     - 1962     GOOD             TNHD
 FD0964
 FD0964                          STATION DESCRIPTION
 FD0964
 FD0964'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0964'THE AZIMUTH MARK IS 26 FEET NORTH OF THE FENCE AROUND TVA SUB STATION
 FD0964'S-443, 3.9 FEET EAST OF A
 FD0964'WITNESS POST, AND 3 FEET SOUTH OF A POWER POLE.
 FD0964'THE MARK IS A STANDARD TENNESSEE
 FD0964'HIGHWAY DEPARTMENT DISK SET IN A
 FD0964'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD0964'DISK IS STAMPED GUS AZI 1962.
 FD0964'
 FD0964'TO REACH THE MARK FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO
 FD0964'10 MILES WEST ON STATE
 FD0964'ROUTE 15 TO THE INTERSECTION OF STATE ROUTE 15 AND 114
 FD0964'AND THE MARK ON THE LEFT.
 FD0964
 FD0964                          STATION RECOVERY (1962)
 FD0964
 FD0964'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0964'10 MI W FROM WAYNESBORO.
 FD0964'FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0964'HIGHWAY 64 FOR 10 MILES TO THE JUNCTION OF U.S. HIGHWAY 64 AND
 FD0964'STATE ROUTE 114 AND THE MARK ON THE LEFT.  THE AZIMUTH MARK IS
 FD0964'26 FEET NORTH OF A FENCE AROUND TVA SUB STATION S-443, 3.9 FEET
 FD0964'EAST OF A WITNESS POST AND 3 FEET SOUTH OF A POWER POLE.  THE
 FD0964'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP
 FD0964'OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0967 ***********************************************************************
 FD0967  DESIGNATION -  GUS RM 1
 FD0967  PID         -  FD0967
 FD0967  STATE/COUNTY-  TN/WAYNE
 FD0967  USGS QUAD   -  EAGLE CREEK (1972)
 FD0967
 FD0967                         *CURRENT SURVEY CONTROL
 FD0967  ___________________________________________________________________
 FD0967* NAD 83(1986)-  35 18 34.     (N)    087 56 09.     (W)     SCALED    
 FD0967* NAVD 88     -       151.620  (meters)     497.44   (feet)  ADJUSTED  
 FD0967  ___________________________________________________________________
 FD0967  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0967  DYNAMIC HT  -         151.480 (meters)     496.98  (feet)  COMP
 FD0967  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FD0967
 FD0967  VERT ORDER  -  SECOND    CLASS 0
 FD0967
 FD0967.The horizontal coordinates were scaled from a topographic map and have
 FD0967.an estimated accuracy of +/- 6 seconds.
 FD0967
 FD0967.The orthometric height was determined by differential leveling
 FD0967.and adjusted by the National Geodetic Survey in June 1991..
 FD0967
 FD0967.The geoid height was determined by GEOID03.
 FD0967
 FD0967.The dynamic height is computed by dividing the NAVD 88
 FD0967.geopotential number by the normal gravity value computed on the
 FD0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0967.degrees latitude (g = 980.6199 gals.).
 FD0967
 FD0967.The modeled gravity was interpolated from observed gravity values.
 FD0967
 FD0967;                    North         East    Units  Estimated Accuracy
 FD0967;SPC TN       -   110,040.      423,960.      MT  (+/- 180 meters Scaled)
 FD0967
 FD0967                          SUPERSEDED SURVEY CONTROL
 FD0967
 FD0967  NGVD 29 (??/??/92)  151.612  (m)          497.41   (f) ADJ UNCH    2 0
 FD0967
 FD0967.Superseded values are not recommended for survey control.
 FD0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0967.See file dsdata.txt to determine how the superseded data were derived.
 FD0967
 FD0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE149077(NAD 83)
 FD0967_MARKER: DD = SURVEY DISK
 FD0967_SETTING: 66 = SET IN ROCK OUTCROP
 FD0967_SP_SET: OUTCROPPING BEDROCK
 FD0967_STAMPING: GUS RM 1 1962
 FD0967_MARK LOGO: TNHD  
 FD0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0967+STABILITY: POSITION/ELEVATION WELL
 FD0967
 FD0967  HISTORY     - Date     Condition        Report By
 FD0967  HISTORY     - 1962     MONUMENTED       TNHD
 FD0967
 FD0967                          STATION DESCRIPTION
 FD0967
 FD0967'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0967'10 MI W FROM WAYNESBORO.
 FD0967'THIS MARK IS LOCATED AT THE GUS 1962 STATION SITE, 16 FEET
 FD0967'NORTH OF A FENCE, AND 68 FEET EAST OF THE STATION.  THE MARK IS
 FD0967'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 FD0967'IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0965 ***********************************************************************
 FD0965  DESIGNATION -  GUS RM 2
 FD0965  PID         -  FD0965
 FD0965  STATE/COUNTY-  TN/WAYNE
 FD0965  USGS QUAD   -  EAGLE CREEK (1972)
 FD0965
 FD0965                         *CURRENT SURVEY CONTROL
 FD0965  ___________________________________________________________________
 FD0965* NAD 83(1986)-  35 18 34.     (N)    087 56 09.     (W)     SCALED    
 FD0965* NAVD 88     -       151.606  (meters)     497.39   (feet)  ADJUSTED  
 FD0965  ___________________________________________________________________
 FD0965  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0965  DYNAMIC HT  -         151.465 (meters)     496.93  (feet)  COMP
 FD0965  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FD0965
 FD0965  VERT ORDER  -  SECOND    CLASS 0
 FD0965
 FD0965.The horizontal coordinates were scaled from a topographic map and have
 FD0965.an estimated accuracy of +/- 6 seconds.
 FD0965
 FD0965.The orthometric height was determined by differential leveling
 FD0965.and adjusted by the National Geodetic Survey in June 1991..
 FD0965
 FD0965.The geoid height was determined by GEOID03.
 FD0965
 FD0965.The dynamic height is computed by dividing the NAVD 88
 FD0965.geopotential number by the normal gravity value computed on the
 FD0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0965.degrees latitude (g = 980.6199 gals.).
 FD0965
 FD0965.The modeled gravity was interpolated from observed gravity values.
 FD0965
 FD0965;                    North         East    Units  Estimated Accuracy
 FD0965;SPC TN       -   110,040.      423,960.      MT  (+/- 180 meters Scaled)
 FD0965
 FD0965                          SUPERSEDED SURVEY CONTROL
 FD0965
 FD0965  NGVD 29 (??/??/92)  151.598  (m)          497.37   (f) ADJ UNCH    2 0
 FD0965
 FD0965.Superseded values are not recommended for survey control.
 FD0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0965.See file dsdata.txt to determine how the superseded data were derived.
 FD0965
 FD0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE149077(NAD 83)
 FD0965_MARKER: DD = SURVEY DISK
 FD0965_SETTING: 66 = SET IN ROCK OUTCROP
 FD0965_SP_SET: OUTCROPPING BEDROCK
 FD0965_STAMPING: GUS RM 2 1962
 FD0965_MARK LOGO: TNHD  
 FD0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0965+STABILITY: POSITION/ELEVATION WELL
 FD0965
 FD0965  HISTORY     - Date     Condition        Report By
 FD0965  HISTORY     - 1962     MONUMENTED       TNHD
 FD0965
 FD0965                          STATION DESCRIPTION
 FD0965
 FD0965'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0965'10 MI W FROM WAYNESBORO.
 FD0965'THIS MARK IS LOCATED AT THE GUS 1962 STATION SITE, 24 FEET
 FD0965'NORTH OF A FENCE, 19 FEET SOUTHEAST OF A 8-INCH SUGAR MAPLE TREE
 FD0965'AND 63 FEET WEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0965'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1279 ***********************************************************************
 FC1279  DESIGNATION -  GWM 14
 FC1279  PID         -  FC1279
 FC1279  STATE/COUNTY-  TN/HAMILTON
 FC1279  USGS QUAD   -  CHATTANOOGA (1976)
 FC1279
 FC1279                         *CURRENT SURVEY CONTROL
 FC1279  ___________________________________________________________________
 FC1279* NAD 83(1986)-  35 01 19.     (N)    085 16 10.     (W)     SCALED    
 FC1279* NAVD 88     -       209.895  (meters)     688.63   (feet)  ADJUSTED  
 FC1279  ___________________________________________________________________
 FC1279  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1279  DYNAMIC HT  -         209.687 (meters)     687.95  (feet)  COMP
 FC1279  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 FC1279
 FC1279  VERT ORDER  -  FIRST     CLASS II
 FC1279
 FC1279.The horizontal coordinates were scaled from a topographic map and have
 FC1279.an estimated accuracy of +/- 6 seconds.
 FC1279
 FC1279.The orthometric height was determined by differential leveling
 FC1279.and adjusted by the National Geodetic Survey in June 1991..
 FC1279
 FC1279.The geoid height was determined by GEOID03.
 FC1279
 FC1279.The dynamic height is computed by dividing the NAVD 88
 FC1279.geopotential number by the normal gravity value computed on the
 FC1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1279.degrees latitude (g = 980.6199 gals.).
 FC1279
 FC1279.The modeled gravity was interpolated from observed gravity values.
 FC1279
 FC1279;                    North         East    Units  Estimated Accuracy
 FC1279;SPC TN       -    76,650.      666,680.      MT  (+/- 180 meters Scaled)
 FC1279
 FC1279                          SUPERSEDED SURVEY CONTROL
 FC1279
 FC1279  NGVD 29 (??/??/92)  209.906  (m)          688.67   (f) ADJ UNCH    1 2
 FC1279
 FC1279.Superseded values are not recommended for survey control.
 FC1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1279.See file dsdata.txt to determine how the superseded data were derived.
 FC1279
 FC1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD578768(NAD 83)
 FC1279_MARKER: DD = SURVEY DISK
 FC1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1279_SP_SET: RETAINING WALL
 FC1279_STAMPING: GWM 14 689 1936
 FC1279_MARK LOGO: USGS  
 FC1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1279+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 FC1279
 FC1279  HISTORY     - Date     Condition        Report By
 FC1279  HISTORY     - 1936     MONUMENTED       USGS
 FC1279  HISTORY     - 1962     GOOD             NGS
 FC1279  HISTORY     - 1983     GOOD             NGS
 FC1279  HISTORY     - 1990     GOOD             USPSQD
 FC1279  HISTORY     - 19980117 GOOD             USPSQD
 FC1279  HISTORY     - 20040913 GOOD             USPSQD
 FC1279
 FC1279                          STATION DESCRIPTION
 FC1279
 FC1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1279'IN CHATTANOOGA.
 FC1279'THE MARK IS SET IN A CONCRETE RETAINING WALL AT THE JUNCTION
 FC1279'OF DODDS AVENUE AND EAST MAIN STREET, 100 FEET SOUTH OF THE
 FC1279'JUNCTION OF DODDS AVENUE AND EAST MAIN STREET, 6.8 FEET SOUTHWEST
 FC1279'OF THE MAIN ENTRANCE TO THE RIDGE DALE MASONIC TEMPLE, 1 FOOT
 FC1279'WEST OF THE WEST CORNER OF TEMPLE.  A STANDARD USGS MARK SET IN
 FC1279'THE RETAINING WALL FLUSH, AND IS ABOUT ONE FOOT ABOVE THE LEVEL
 FC1279'OF THE SIDEWALK.
 FC1279
 FC1279                          STATION RECOVERY (1983)
 FC1279
 FC1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1279'RECOVERED IN GOOD CONDITION.
 FC1279
 FC1279                          STATION RECOVERY (1990)
 FC1279
 FC1279'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1279'RECOVERED IN GOOD CONDITION.
 FC1279
 FC1279                          STATION RECOVERY (1998)
 FC1279
 FC1279'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1279'RECOVERED IN GOOD CONDITION.
 FC1279
 FC1279                          STATION RECOVERY (2004)
 FC1279
 FC1279'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1192 ***********************************************************************
 FC1192  DESIGNATION -  GWM 18
 FC1192  PID         -  FC1192
 FC1192  STATE/COUNTY-  TN/HAMILTON
 FC1192  USGS QUAD   -  CHATTANOOGA (1976)
 FC1192
 FC1192                         *CURRENT SURVEY CONTROL
 FC1192  ___________________________________________________________________
 FC1192* NAD 83(1986)-  35 00 48.     (N)    085 19 40.     (W)     SCALED    
 FC1192* NAVD 88     -       212.668  (meters)     697.73   (feet)  ADJUSTED  
 FC1192  ___________________________________________________________________
 FC1192  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FC1192  DYNAMIC HT  -         212.457 (meters)     697.04  (feet)  COMP
 FC1192  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 FC1192
 FC1192  VERT ORDER  -  FIRST     CLASS II
 FC1192
 FC1192.The horizontal coordinates were scaled from a topographic map and have
 FC1192.an estimated accuracy of +/- 6 seconds.
 FC1192
 FC1192.The orthometric height was determined by differential leveling
 FC1192.and adjusted by the National Geodetic Survey in June 1991..
 FC1192.WARNING-Repeat measurements at this control monument indicate possible
 FC1192.vertical movement.
 FC1192
 FC1192.The geoid height was determined by GEOID03.
 FC1192
 FC1192.The dynamic height is computed by dividing the NAVD 88
 FC1192.geopotential number by the normal gravity value computed on the
 FC1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1192.degrees latitude (g = 980.6199 gals.).
 FC1192
 FC1192.The modeled gravity was interpolated from observed gravity values.
 FC1192
 FC1192;                    North         East    Units  Estimated Accuracy
 FC1192;SPC TN       -    75,660.      661,360.      MT  (+/- 180 meters Scaled)
 FC1192
 FC1192                          SUPERSEDED SURVEY CONTROL
 FC1192
 FC1192  NGVD 29 (??/??/92)  212.719  (m)          697.90   (f) ADJ UNCH    1 2
 FC1192
 FC1192.Superseded values are not recommended for survey control.
 FC1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1192.See file dsdata.txt to determine how the superseded data were derived.
 FC1192
 FC1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD525757(NAD 83)
 FC1192_MARKER: DD = SURVEY DISK
 FC1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1192_SP_SET: OVERPASS
 FC1192_STAMPING: GWM 18 698 1936
 FC1192_MARK LOGO: USGS  
 FC1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1192
 FC1192  HISTORY     - Date     Condition        Report By
 FC1192  HISTORY     - 1936     MONUMENTED       USGS
 FC1192  HISTORY     - 1950     GOOD             NGS
 FC1192  HISTORY     - 1962     GOOD             NGS
 FC1192  HISTORY     - 1983     GOOD             NGS
 FC1192
 FC1192                          STATION DESCRIPTION
 FC1192
 FC1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1192'AT CHATTANOOGA.
 FC1192'AT CHATTANOOGA, ABOUT 1.85 MILES SOUTHWEST ALONG THE ALABAMA
 FC1192'GREAT SOUTHERN RAILROAD FROM ROSSVILLE AVENUE VIADUCT, SET
 FC1192'IN THE TOP OF THE NORTHWEST END OF THE NORTH HEAD WALL OF
 FC1192'RAILROAD OVERPASS OVER ST. ELMO AVENUE, ABOUT 0.1 MILE NORTHWEST
 FC1192'OF THE RAILROAD OVERPASS OVER STATE HIGHWAY 58, 6 1/2 FEET
 FC1192'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE TRACK.
 FC1192
 FC1192                          STATION RECOVERY (1962)
 FC1192
 FC1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1192'RECOVERED IN GOOD CONDITION.
 FC1192
 FC1192                          STATION RECOVERY (1983)
 FC1192
 FC1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2073 ***********************************************************************
 FB2073  DESIGNATION -  GWM 63
 FB2073  PID         -  FB2073
 FB2073  STATE/COUNTY-  TN/KNOX
 FB2073  USGS QUAD   -  KNOXVILLE (1978)
 FB2073
 FB2073                         *CURRENT SURVEY CONTROL
 FB2073  ___________________________________________________________________
 FB2073* NAD 83(1986)-  35 56 35.     (N)    083 53 56.     (W)     SCALED    
 FB2073* NAVD 88     -       270.93   (+/-2cm)     888.9    (feet)  VERTCON   
 FB2073  ___________________________________________________________________
 FB2073  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB2073
 FB2073  VERT ORDER  -  ? (See Below)
 FB2073
 FB2073.The horizontal coordinates were scaled from a topographic map and have
 FB2073.an estimated accuracy of +/- 6 seconds.
 FB2073
 FB2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2073.The vertical order pertains to the NGVD 29 superseded value.
 FB2073
 FB2073.The geoid height was determined by GEOID03.
 FB2073
 FB2073;                    North         East    Units  Estimated Accuracy
 FB2073;SPC TN       -   180,630.      789,560.      MT  (+/- 180 meters Scaled)
 FB2073
 FB2073                          SUPERSEDED SURVEY CONTROL
 FB2073
 FB2073  NGVD 29 (??/??/92)  271.063  (m)          889.31   (f) ADJ UNCH    ?  
 FB2073
 FB2073.Superseded values are not recommended for survey control.
 FB2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2073.See file dsdata.txt to determine how the superseded data were derived.
 FB2073
 FB2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV385815(NAD 83)
 FB2073_MARKER: DD = SURVEY DISK
 FB2073_SETTING: 66 = SET IN ROCK OUTCROP
 FB2073_SP_SET: ROCK OUTCROP
 FB2073_STAMPING: 890 GWM 63 1936
 FB2073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2073+STABILITY: POSITION/ELEVATION WELL
 FB2073
 FB2073  HISTORY     - Date     Condition        Report By
 FB2073  HISTORY     - 1936     MONUMENTED       USGS
 FB2073  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2073
 FB2073                          STATION DESCRIPTION
 FB2073
 FB2073'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2073'1.2 MI NE FROM VESTAL.
 FB2073'1.2 MILES NORTHEAST OF VESTAL, KNOX COUNTY, 48 FEET EAST OF A
 FB2073'ROAD INTERSECTION, 17 FEET NORTHEAST OF THE PAVED HIGHWAY, 11
 FB2073'FEET SOUTHWEST OF A FENCE, AND IN THE TOP OF A ROCK OUTCROP
 FB2073'PAINTED USPBM 889.6.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB2073'DISK, STAMPED 890 GWM 63 1936.
 FB2073
 FB2073                          STATION RECOVERY (1982)
 FB2073
 FB2073'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2084 ***********************************************************************
 FB2084  DESIGNATION -  GWM 64
 FB2084  PID         -  FB2084
 FB2084  STATE/COUNTY-  TN/KNOX
 FB2084  USGS QUAD   -  SHOOKS GAP (1987)
 FB2084
 FB2084                         *CURRENT SURVEY CONTROL
 FB2084  ___________________________________________________________________
 FB2084* NAD 83(1986)-  35 56 13.     (N)    083 51 17.     (W)     SCALED    
 FB2084* NAVD 88     -       267.01   (+/-2cm)     876.0    (feet)  VERTCON   
 FB2084  ___________________________________________________________________
 FB2084  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB2084
 FB2084  VERT ORDER  -  ? (See Below)
 FB2084
 FB2084.The horizontal coordinates were scaled from a topographic map and have
 FB2084.an estimated accuracy of +/- 6 seconds.
 FB2084
 FB2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2084.The vertical order pertains to the NGVD 29 superseded value.
 FB2084
 FB2084.The geoid height was determined by GEOID03.
 FB2084
 FB2084;                    North         East    Units  Estimated Accuracy
 FB2084;SPC TN       -   180,040.      793,560.      MT  (+/- 180 meters Scaled)
 FB2084
 FB2084                          SUPERSEDED SURVEY CONTROL
 FB2084
 FB2084  NGVD 29 (??/??/92)  267.150  (m)          876.47   (f) ADJ UNCH    ?  
 FB2084
 FB2084.Superseded values are not recommended for survey control.
 FB2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2084.See file dsdata.txt to determine how the superseded data were derived.
 FB2084
 FB2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV424807(NAD 83)
 FB2084_MARKER: DD = SURVEY DISK
 FB2084_SETTING: 66 = SET IN ROCK OUTCROP
 FB2084_SP_SET: ROCK OUTCROP
 FB2084_STAMPING: 877 GWM 64 1936
 FB2084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2084+STABILITY: POSITION/ELEVATION WELL
 FB2084
 FB2084  HISTORY     - Date     Condition        Report By
 FB2084  HISTORY     - 1936     MONUMENTED       USGS
 FB2084
 FB2084                          STATION DESCRIPTION
 FB2084
 FB2084'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB2084'5.3 MI E FROM KNOXVILLE.
 FB2084'5.3 MILES EAST ALONG ISLAND HOME PIKE FROM THE UNIVERSITY OF
 FB2084'TENNESSEE AT KNOXVILLE, THENCE 0.5 MILE EAST ALONG BURNETT CREEK
 FB2084'PIKE, 225 FEET WEST OF A SHARP BEND IN THE ROAD, 17 FEET NORTH OF
 FB2084'THE ROAD, AND IN THE TOP OF A LARGE FLAT ROCK OUTCROP PAINTED
 FB2084'USPBM 876.8.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FB2084'STAMPED 877 GWM 64 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1843 ***********************************************************************
 FB1843  DESIGNATION -  GWM 65
 FB1843  PID         -  FB1843
 FB1843  STATE/COUNTY-  TN/KNOX
 FB1843  USGS QUAD   -  SHOOKS GAP (1987)
 FB1843
 FB1843                         *CURRENT SURVEY CONTROL
 FB1843  ___________________________________________________________________
 FB1843* NAD 83(1986)-  35 54 48.     (N)    083 49 46.     (W)     SCALED    
 FB1843* NAVD 88     -       268.29   (+/-2cm)     880.2    (feet)  VERTCON   
 FB1843  ___________________________________________________________________
 FB1843  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1843
 FB1843  VERT ORDER  -  ? (See Below)
 FB1843
 FB1843.The horizontal coordinates were scaled from a topographic map and have
 FB1843.an estimated accuracy of +/- 6 seconds.
 FB1843
 FB1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1843.The vertical order pertains to the NGVD 29 superseded value.
 FB1843
 FB1843.The geoid height was determined by GEOID03.
 FB1843
 FB1843;                    North         East    Units  Estimated Accuracy
 FB1843;SPC TN       -   177,470.      795,890.      MT  (+/- 180 meters Scaled)
 FB1843
 FB1843                          SUPERSEDED SURVEY CONTROL
 FB1843
 FB1843  NGVD 29 (??/??/92)  268.427  (m)          880.66   (f) ADJ UNCH    ?  
 FB1843
 FB1843.Superseded values are not recommended for survey control.
 FB1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1843.See file dsdata.txt to determine how the superseded data were derived.
 FB1843
 FB1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV446780(NAD 83)
 FB1843_MARKER: DD = SURVEY DISK
 FB1843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1843_SP_SET: CULVERT
 FB1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1843
 FB1843  HISTORY     - Date     Condition        Report By
 FB1843  HISTORY     - 1936     MONUMENTED       USGS
 FB1843
 FB1843                          STATION DESCRIPTION
 FB1843
 FB1843'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1843'6.8 MI SE FROM KNOXVILLE.
 FB1843'6.8 MILES SOUTHEAST ALONG THE SEVIERVILLE PIKE FROM THE GAY STREET
 FB1843'BRIDGE OVER TENNESSEE RIVER AT KNOXVILLE, AT THE JUNCTION OF A
 FB1843'T-ROAD LEADING NORTHEAST TO KIMBERLIN HEIGHTS, 85 FEET NORTHWEST
 FB1843'OF THE JUNCTION, AT A LARGE CONCRETE CULVERT OVER BURNETT CREEK,
 FB1843'ON THE SOUTHEAST END OF THE NORTHEAST HEADWALL, AND NEAR THE
 FB1843'PAINTED LETTERS USPBM 881.0.  A UNITED STATES GEOLOGICAL SURVEY
 FB1843'STANDARD DISK, STAMPED 881 GWM 65 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1850 ***********************************************************************
 FB1850  DESIGNATION -  GWM 66
 FB1850  PID         -  FB1850
 FB1850  STATE/COUNTY-  TN/KNOX
 FB1850  USGS QUAD   -  SHOOKS GAP (1987)
 FB1850
 FB1850                         *CURRENT SURVEY CONTROL
 FB1850  ___________________________________________________________________
 FB1850* NAD 83(1986)-  35 57 12.     (N)    083 49 52.     (W)     SCALED    
 FB1850* NAVD 88     -       259.20   (+/-2cm)     850.4    (feet)  VERTCON   
 FB1850  ___________________________________________________________________
 FB1850  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1850
 FB1850  VERT ORDER  -  ? (See Below)
 FB1850
 FB1850.The horizontal coordinates were scaled from a topographic map and have
 FB1850.an estimated accuracy of +/- 6 seconds.
 FB1850
 FB1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1850.The vertical order pertains to the NGVD 29 superseded value.
 FB1850
 FB1850.The geoid height was determined by GEOID03.
 FB1850
 FB1850;                    North         East    Units  Estimated Accuracy
 FB1850;SPC TN       -   181,910.      795,640.      MT  (+/- 180 meters Scaled)
 FB1850
 FB1850                          SUPERSEDED SURVEY CONTROL
 FB1850
 FB1850  NGVD 29 (??/??/92)  259.348  (m)          850.88   (f) ADJ UNCH    ?  
 FB1850
 FB1850.Superseded values are not recommended for survey control.
 FB1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1850.See file dsdata.txt to determine how the superseded data were derived.
 FB1850
 FB1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV446824(NAD 83)
 FB1850_MARKER: DD = SURVEY DISK
 FB1850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1850_SP_SET: CULVERT
 FB1850_STAMPING: 851 GWM 66 1936
 FB1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1850
 FB1850  HISTORY     - Date     Condition        Report By
 FB1850  HISTORY     - 1936     MONUMENTED       USGS
 FB1850
 FB1850                          STATION DESCRIPTION
 FB1850
 FB1850'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1850'1.2 MI SE FROM ASBURY.
 FB1850'1.2 MILES SOUTHEAST ALONG OLD DANDRIDGE PIKE FROM THE EAST APPROACH
 FB1850'OF THE SOUTHERN RAILWAY BRIDGE OVER HOLSTON RIVER, 0.2 MILE
 FB1850'NORTHWEST OF ASBURY, 0.8 MILE (AIRLINE) SOUTHWEST OF MARBLEDALE,
 FB1850'0.7 MILE NORTH OF THE MAIN ENTRANCE TO ASBURY CEMETERY, 850
 FB1850'FEET NORTHWEST OF THE JUNCTION OF THE ROAD LEADING SOUTH TO THE
 FB1850'CEMETERY, AT A LARGE CONCRETE CULVERT ON OLD DANDRIDGE PIKE, IN THE
 FB1850'TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL, AND NEAR
 FB1850'THE PAINTED LETTERS USPBM 851.3.  A UNITED STATES GEOLOGICAL
 FB1850'SURVEY STANDARD DISK, STAMPED 851 GWM 66 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1853 ***********************************************************************
 FB1853  DESIGNATION -  GWM 67
 FB1853  PID         -  FB1853
 FB1853  STATE/COUNTY-  TN/KNOX
 FB1853  USGS QUAD   -  SHOOKS GAP (1987)
 FB1853
 FB1853                         *CURRENT SURVEY CONTROL
 FB1853  ___________________________________________________________________
 FB1853* NAD 83(1986)-  35 57 33.     (N)    083 50 55.     (W)     SCALED    
 FB1853* NAVD 88     -       263.13   (+/-2cm)     863.3    (feet)  VERTCON   
 FB1853  ___________________________________________________________________
 FB1853  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1853
 FB1853  VERT ORDER  -  ? (See Below)
 FB1853
 FB1853.The horizontal coordinates were scaled from a topographic map and have
 FB1853.an estimated accuracy of +/- 6 seconds.
 FB1853
 FB1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1853.The vertical order pertains to the NGVD 29 superseded value.
 FB1853
 FB1853.The geoid height was determined by GEOID03.
 FB1853
 FB1853;                    North         East    Units  Estimated Accuracy
 FB1853;SPC TN       -   182,520.      794,050.      MT  (+/- 180 meters Scaled)
 FB1853
 FB1853                          SUPERSEDED SURVEY CONTROL
 FB1853
 FB1853  NGVD 29 (??/??/92)  263.276  (m)          863.76   (f) ADJ UNCH    ?  
 FB1853
 FB1853.Superseded values are not recommended for survey control.
 FB1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1853.See file dsdata.txt to determine how the superseded data were derived.
 FB1853
 FB1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV430831(NAD 83)
 FB1853_MARKER: DD = SURVEY DISK
 FB1853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1853_SP_SET: BRIDGE
 FB1853_STAMPING: 864 GWM 67 1936
 FB1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1853
 FB1853  HISTORY     - Date     Condition        Report By
 FB1853  HISTORY     - 1936     MONUMENTED       USGS
 FB1853
 FB1853                          STATION DESCRIPTION
 FB1853
 FB1853'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1853'2 MI W FROM MARBLEDALE.
 FB1853'2 MILES WEST OF MARBLEDALE, NEAR THE CITY LIMITS OF EAST KNOXVILLE,
 FB1853'AT THE JUNCTION OF HOLSTON AND FRENCH BROAD RIVERS, AT THE
 FB1853'SOUTHERN RAILWAY BRIDGE OVER HOLSTON RIVER, AT THE EAST CONCRETE
 FB1853'APPROACH ABUTMENT, ON THE NORTH PARAPET WALL, AND NEAR THE PAINTED
 FB1853'LETTERS USPBM 864.1.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FB1853'DISK, STAMPED 864 GWM 67 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1855 ***********************************************************************
 FB1855  DESIGNATION -  GWM 68
 FB1855  PID         -  FB1855
 FB1855  STATE/COUNTY-  TN/KNOX
 FB1855  USGS QUAD   -  SHOOKS GAP (1987)
 FB1855
 FB1855                         *CURRENT SURVEY CONTROL
 FB1855  ___________________________________________________________________
 FB1855* NAD 83(1986)-  35 58 23.     (N)    083 50 37.     (W)     SCALED    
 FB1855* NAVD 88     -       270.14   (+/-2cm)     886.3    (feet)  VERTCON   
 FB1855  ___________________________________________________________________
 FB1855  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1855
 FB1855  VERT ORDER  -  ? (See Below)
 FB1855
 FB1855.The horizontal coordinates were scaled from a topographic map and have
 FB1855.an estimated accuracy of +/- 6 seconds.
 FB1855
 FB1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1855.The vertical order pertains to the NGVD 29 superseded value.
 FB1855
 FB1855.The geoid height was determined by GEOID03.
 FB1855
 FB1855;                    North         East    Units  Estimated Accuracy
 FB1855;SPC TN       -   184,070.      794,470.      MT  (+/- 180 meters Scaled)
 FB1855
 FB1855                          SUPERSEDED SURVEY CONTROL
 FB1855
 FB1855  NGVD 29 (??/??/92)  270.281  (m)          886.75   (f) ADJ UNCH    ?  
 FB1855
 FB1855.Superseded values are not recommended for survey control.
 FB1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1855.See file dsdata.txt to determine how the superseded data were derived.
 FB1855
 FB1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV435846(NAD 83)
 FB1855_MARKER: DD = SURVEY DISK
 FB1855_SETTING: 80 = SET IN A BOULDER
 FB1855_STAMPING: 887 GWM 68 1936
 FB1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1855+STABILITY: SURFACE MOTION
 FB1855
 FB1855  HISTORY     - Date     Condition        Report By
 FB1855  HISTORY     - 1936     MONUMENTED       USGS
 FB1855
 FB1855                          STATION DESCRIPTION
 FB1855
 FB1855'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1855'AT KNOXVILLE.
 FB1855'NEAR THE EAST EDGE OF KNOXVILLE, 1.1 MILES NORTH ALONG OLD
 FB1855'DANDRIDGE PIKE FROM THE EAST APPROACH OF THE SOUTHERN RAILWAY
 FB1855'BRIDGE OVER HOLSTON RIVER, 140 FEET SOUTHEAST OF THE JUNCTION
 FB1855'OF THORN GROVE PIKE, 33 FEET EAST OF OLD DANDRIDGE PIKE, IN
 FB1855'A SMALL PASTURE, AND ON THE TOP OF A BOULDER PAINTED USBM 887.1.
 FB1855'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 887 GWM
 FB1855'68 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1859 ***********************************************************************
 FB1859  DESIGNATION -  GWM 69
 FB1859  PID         -  FB1859
 FB1859  STATE/COUNTY-  TN/KNOX
 FB1859  USGS QUAD   -  SHOOKS GAP (1987)
 FB1859
 FB1859                         *CURRENT SURVEY CONTROL
 FB1859  ___________________________________________________________________
 FB1859* NAD 83(1986)-  35 59 03.     (N)    083 51 40.     (W)     SCALED    
 FB1859* NAVD 88     -       264.82   (+/-2cm)     868.8    (feet)  VERTCON   
 FB1859  ___________________________________________________________________
 FB1859  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1859
 FB1859  VERT ORDER  -  ? (See Below)
 FB1859
 FB1859.The horizontal coordinates were scaled from a topographic map and have
 FB1859.an estimated accuracy of +/- 6 seconds.
 FB1859
 FB1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1859.The vertical order pertains to the NGVD 29 superseded value.
 FB1859
 FB1859.The geoid height was determined by GEOID03.
 FB1859
 FB1859;                    North         East    Units  Estimated Accuracy
 FB1859;SPC TN       -   185,270.      792,860.      MT  (+/- 180 meters Scaled)
 FB1859
 FB1859                          SUPERSEDED SURVEY CONTROL
 FB1859
 FB1859  NGVD 29 (??/??/92)  264.956  (m)          869.28   (f) ADJ UNCH    ?  
 FB1859
 FB1859.Superseded values are not recommended for survey control.
 FB1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1859.See file dsdata.txt to determine how the superseded data were derived.
 FB1859
 FB1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV420859(NAD 83)
 FB1859_MARKER: DD = SURVEY DISK
 FB1859_SETTING: 80 = SET IN A BOULDER
 FB1859_SP_SET: BOULDER
 FB1859_STAMPING: 870 GWM 69 1936
 FB1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1859+STABILITY: SURFACE MOTION
 FB1859
 FB1859  HISTORY     - Date     Condition        Report By
 FB1859  HISTORY     - 1936     MONUMENTED       USGS
 FB1859  HISTORY     - 1983     GOOD             LOCSUR
 FB1859
 FB1859                          STATION DESCRIPTION
 FB1859
 FB1859'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FB1859'2.2 MI S FROM KNOXVILLE.
 FB1859'2.2 MILES SOUTH OF CHILHOWEE SCHOOL, NEAR THE EDGE OF KNOXVILLE,
 FB1859'370 FEET WEST OF THE WEST APPROACH OF BOYD BRIDGE OVER HOLSTON
 FB1859'RIVER, 230 FEET EAST OF THE INTERSECTION OF HOLSTON HEIGHTS DRIVE,
 FB1859'80 FEET NORTH OF OLD DANDRIDGE PIKE, AND ON THE TOP OF A LARGE
 FB1859'BOULDER PAINTED USPBM 869.7.  A UNITED STATES GEOLOGICAL SURVEY
 FB1859'STANDARD DISK, STAMPED 870 GWM 69 1936.
 FB1859
 FB1859                          STATION RECOVERY (1983)
 FB1859
 FB1859'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 FB1859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1027 ***********************************************************************
 FD1027  DESIGNATION -  H 10 RESET
 FD1027  PID         -  FD1027
 FD1027  STATE/COUNTY-  TN/LAWRENCE
 FD1027  USGS QUAD   -  ST JOSEPH (1976)
 FD1027
 FD1027                         *CURRENT SURVEY CONTROL
 FD1027  ___________________________________________________________________
 FD1027* NAD 83(1986)-  35 01 13.     (N)    087 34 43.     (W)     SCALED    
 FD1027* NAVD 88     -       168.67   (meters)     553.4    (feet)  RESET     
 FD1027  ___________________________________________________________________
 FD1027  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FD1027
 FD1027  VERT ORDER  -  THIRD
 FD1027
 FD1027.The horizontal coordinates were scaled from a topographic map and have
 FD1027.an estimated accuracy of +/- 6 seconds.
 FD1027
 FD1027.The orthometric height was computed from unverified reset data.
 FD1027
 FD1027.The geoid height was determined by GEOID03.
 FD1027
 FD1027;                    North         East    Units  Estimated Accuracy
 FD1027;SPC TN       -    77,380.      455,930.      MT  (+/- 180 meters Scaled)
 FD1027
 FD1027                          SUPERSEDED SURVEY CONTROL
 FD1027
 FD1027.No superseded survey control is available for this station.
 FD1027
 FD1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD472754(NAD 83)
 FD1027_MARKER: DB = BENCH MARK DISK
 FD1027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD1027_SP_SET: ABUTMENT
 FD1027_STAMPING: 553.343 H 10 1931
 FD1027_MARK LOGO: CGS   
 FD1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1027
 FD1027  HISTORY     - Date     Condition        Report By
 FD1027  HISTORY     - 1931     MONUMENTED       LNRR
 FD1027  HISTORY     - 1950     GOOD             NGS
 FD1027  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD1027
 FD1027                          STATION DESCRIPTION
 FD1027
 FD1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1027'AT IRON CITY.
 FD1027'AT IRON CITY, ON THE LOUISVILLE AND NASHVILLE RAILROAD, AT
 FD1027'BRIDGE NO. 63 OVER SHOALS CREEK, AT THE SOUTH END OF THE SOUTHWEST
 FD1027'ABUTMENT, AND IN THE COPING STONE.  A STANDARD DISK, STAMPED
 FD1027'553.343 H 10 1931.
 FD1027
 FD1027                          STATION RECOVERY (1983)
 FD1027
 FD1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1027'NOT SEARCHED FOR THIS SURVEY AS MARK IS ALONG THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0980 ***********************************************************************
 GA0980  DESIGNATION -  H 100
 GA0980  PID         -  GA0980
 GA0980  STATE/COUNTY-  TN/GREENE
 GA0980  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0980
 GA0980                         *CURRENT SURVEY CONTROL
 GA0980  ___________________________________________________________________
 GA0980* NAD 83(1986)-  36 17 19.     (N)    082 41 25.     (W)     SCALED    
 GA0980* NAVD 88     -       525.992  (meters)    1725.69   (feet)  ADJUSTED  
 GA0980  ___________________________________________________________________
 GA0980  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0980  DYNAMIC HT  -         525.491 (meters)    1724.05  (feet)  COMP
 GA0980  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 GA0980
 GA0980  VERT ORDER  -  SECOND    CLASS 0
 GA0980
 GA0980.The horizontal coordinates were scaled from a topographic map and have
 GA0980.an estimated accuracy of +/- 6 seconds.
 GA0980
 GA0980.The orthometric height was determined by differential leveling
 GA0980.and adjusted by the National Geodetic Survey in June 1991..
 GA0980
 GA0980.The geoid height was determined by GEOID03.
 GA0980
 GA0980.The dynamic height is computed by dividing the NAVD 88
 GA0980.geopotential number by the normal gravity value computed on the
 GA0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0980.degrees latitude (g = 980.6199 gals.).
 GA0980
 GA0980.The modeled gravity was interpolated from observed gravity values.
 GA0980
 GA0980;                    North         East    Units  Estimated Accuracy
 GA0980;SPC TN       -   221,970.      897,260.      MT  (+/- 180 meters Scaled)
 GA0980
 GA0980                          SUPERSEDED SURVEY CONTROL
 GA0980
 GA0980  NGVD 29 (??/??/92)  526.131  (m)         1726.15   (f) ADJ UNCH    2 0
 GA0980
 GA0980.Superseded values are not recommended for survey control.
 GA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0980.See file dsdata.txt to determine how the superseded data were derived.
 GA0980
 GA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA482172(NAD 83)
 GA0980_MARKER: DB = BENCH MARK DISK
 GA0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0980_STAMPING: H 100 1935
 GA0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0980+STABILITY: SURFACE MOTION
 GA0980
 GA0980  HISTORY     - Date     Condition        Report By
 GA0980  HISTORY     - 1935     MONUMENTED       CGS
 GA0980
 GA0980                          STATION DESCRIPTION
 GA0980
 GA0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0980'2.1 MI N FROM JOCKEY.
 GA0980'2.1 MILES NORTH ALONG THE JEAROLDSTOWN ROAD FROM A CHURCH AT
 GA0980'JOCKEY, GREENE COUNTY, 45 YARDS NORTH OF A WOODEN BRIDGE, AT
 GA0980'THE H.L. PAINTER RESIDENCE AND STORE, 16 FEET WEST OF THE
 GA0980'CENTERLINE OF THE ROAD, 48 YARDS SOUTHEAST OF THE HOUSE, 53 FEET
 GA0980'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STORE, 4 FEET SOUTHEAST
 GA0980'OF A NORTHEAST FENCE CORNER, AND 1-1/2 FEET EAST OF A FENCE
 GA0980'LINE.  A STANDARD DISK, STAMPED H 100 1935 AND SET IN THE TOP
 GA0980'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0206 ***********************************************************************
 GA0206  DESIGNATION -  H 101
 GA0206  PID         -  GA0206
 GA0206  STATE/COUNTY-  TN/SULLIVAN
 GA0206  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0206
 GA0206                         *CURRENT SURVEY CONTROL
 GA0206  ___________________________________________________________________
 GA0206* NAD 83(1986)-  36 31 04.     (N)    082 16 53.     (W)     SCALED    
 GA0206* NAVD 88     -       466.641  (meters)    1530.97   (feet)  ADJUSTED  
 GA0206  ___________________________________________________________________
 GA0206  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0206  DYNAMIC HT  -         466.212 (meters)    1529.56  (feet)  COMP
 GA0206  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 GA0206
 GA0206  VERT ORDER  -  SECOND    CLASS 0
 GA0206
 GA0206.The horizontal coordinates were scaled from a topographic map and have
 GA0206.an estimated accuracy of +/- 6 seconds.
 GA0206
 GA0206.The orthometric height was determined by differential leveling
 GA0206.and adjusted by the National Geodetic Survey in June 1991..
 GA0206
 GA0206.The geoid height was determined by GEOID03.
 GA0206
 GA0206.The dynamic height is computed by dividing the NAVD 88
 GA0206.geopotential number by the normal gravity value computed on the
 GA0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0206.degrees latitude (g = 980.6199 gals.).
 GA0206
 GA0206.The modeled gravity was interpolated from observed gravity values.
 GA0206
 GA0206;                    North         East    Units  Estimated Accuracy
 GA0206;SPC TN       -   248,700.      933,010.      MT  (+/- 180 meters Scaled)
 GA0206
 GA0206                          SUPERSEDED SURVEY CONTROL
 GA0206
 GA0206  NGVD 29 (??/??/92)  466.796  (m)         1531.48   (f) ADJ UNCH    2 0
 GA0206
 GA0206.Superseded values are not recommended for survey control.
 GA0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0206.See file dsdata.txt to determine how the superseded data were derived.
 GA0206
 GA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA852421(NAD 83)
 GA0206_MARKER: DB = BENCH MARK DISK
 GA0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0206_STAMPING: H 101 1935
 GA0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0206+STABILITY: SURFACE MOTION
 GA0206
 GA0206  HISTORY     - Date     Condition        Report By
 GA0206  HISTORY     - 1935     MONUMENTED       CGS
 GA0206  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0206
 GA0206                          STATION DESCRIPTION
 GA0206
 GA0206'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0206'3 MI S FROM BLOUNTVILLE.
 GA0206'3.0 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 GA0206'BLOUNTVILLE, SULLIVAN COUNTY, AT THE SOUTHEAST ANGLE OF A ROAD
 GA0206'JUNCTION, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 21.6 FEET
 GA0206'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.8 FEET SOUTHEAST OF A
 GA0206'FENCE CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GA0206'STAMPED H 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0489 ***********************************************************************
 GA0489  DESIGNATION -  H 103
 GA0489  PID         -  GA0489
 GA0489  STATE/COUNTY-  TN/SULLIVAN
 GA0489  USGS QUAD   -  CARTER (1969)
 GA0489
 GA0489                         *CURRENT SURVEY CONTROL
 GA0489  ___________________________________________________________________
 GA0489* NAD 83(1986)-  36 29 12.     (N)    082 05 16.     (W)     SCALED    
 GA0489* NAVD 88     -       558.586  (meters)    1832.63   (feet)  ADJUSTED  
 GA0489  ___________________________________________________________________
 GA0489  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0489  DYNAMIC HT  -         558.062 (meters)    1830.91  (feet)  COMP
 GA0489  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 GA0489
 GA0489  VERT ORDER  -  SECOND    CLASS 0
 GA0489
 GA0489.The horizontal coordinates were scaled from a topographic map and have
 GA0489.an estimated accuracy of +/- 6 seconds.
 GA0489
 GA0489.The orthometric height was determined by differential leveling
 GA0489.and adjusted by the National Geodetic Survey in June 1991..
 GA0489
 GA0489.The geoid height was determined by GEOID03.
 GA0489
 GA0489.The dynamic height is computed by dividing the NAVD 88
 GA0489.geopotential number by the normal gravity value computed on the
 GA0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0489.degrees latitude (g = 980.6199 gals.).
 GA0489
 GA0489.The modeled gravity was interpolated from observed gravity values.
 GA0489
 GA0489;                    North         East    Units  Estimated Accuracy
 GA0489;SPC TN       -   245,920.      950,470.      MT  (+/- 180 meters Scaled)
 GA0489
 GA0489                          SUPERSEDED SURVEY CONTROL
 GA0489
 GA0489  NGVD 29 (??/??/92)  558.706  (m)         1833.02   (f) ADJ UNCH    2 0
 GA0489
 GA0489.Superseded values are not recommended for survey control.
 GA0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0489.See file dsdata.txt to determine how the superseded data were derived.
 GA0489
 GA0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA025384(NAD 83)
 GA0489_MARKER: DB = BENCH MARK DISK
 GA0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0489_STAMPING: H 103 1935
 GA0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0489+STABILITY: SURFACE MOTION
 GA0489
 GA0489  HISTORY     - Date     Condition        Report By
 GA0489  HISTORY     - 1935     MONUMENTED       CGS
 GA0489  HISTORY     - 1949     GOOD             TVA
 GA0489
 GA0489                          STATION DESCRIPTION
 GA0489
 GA0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0489'2.7 MI SW FROM BIG CREEK.
 GA0489'2.7 MILES SOUTHWEST ALONG THE BIG CREEK ROAD FROM THE JUNCTION OF
 GA0489'THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 0.1 MILE EAST OF
 GA0489'A STONE BRIDGE OVER ROARING FORK, 25.2 FEET SOUTH OF THE CENTERLINE
 GA0489'OF THE ROAD, 35.2 FEET SOUTHEAST OF AN 18-INCH WHITE OAK TREE, AND
 GA0489'1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H 103
 GA0489'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0489
 GA0489                          STATION RECOVERY (1949)
 GA0489
 GA0489'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0981 ***********************************************************************
 FZ0981  DESIGNATION -  H 104
 FZ0981  PID         -  FZ0981
 FZ0981  STATE/COUNTY-  TN/JOHNSON
 FZ0981  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0981
 FZ0981                         *CURRENT SURVEY CONTROL
 FZ0981  ___________________________________________________________________
 FZ0981* NAD 83(1986)-  36 23 12.     (N)    081 52 26.     (W)     SCALED    
 FZ0981* NAVD 88     -       656.602  (meters)    2154.20   (feet)  ADJUSTED  
 FZ0981  ___________________________________________________________________
 FZ0981  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FZ0981  DYNAMIC HT  -         655.943 (meters)    2152.04  (feet)  COMP
 FZ0981  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 FZ0981
 FZ0981  VERT ORDER  -  SECOND    CLASS 0
 FZ0981
 FZ0981.The horizontal coordinates were scaled from a topographic map and have
 FZ0981.an estimated accuracy of +/- 6 seconds.
 FZ0981
 FZ0981.The orthometric height was determined by differential leveling
 FZ0981.and adjusted by the National Geodetic Survey in June 1991..
 FZ0981
 FZ0981.The geoid height was determined by GEOID03.
 FZ0981
 FZ0981.The dynamic height is computed by dividing the NAVD 88
 FZ0981.geopotential number by the normal gravity value computed on the
 FZ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0981.degrees latitude (g = 980.6199 gals.).
 FZ0981
 FZ0981.The modeled gravity was interpolated from observed gravity values.
 FZ0981
 FZ0981;                    North         East    Units  Estimated Accuracy
 FZ0981;SPC TN       -   235,620.      970,090.      MT  (+/- 180 meters Scaled)
 FZ0981
 FZ0981                          SUPERSEDED SURVEY CONTROL
 FZ0981
 FZ0981  NGVD 29 (??/??/92)  656.680  (m)         2154.46   (f) ADJ UNCH    2 0
 FZ0981
 FZ0981.Superseded values are not recommended for survey control.
 FZ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0981.See file dsdata.txt to determine how the superseded data were derived.
 FZ0981
 FZ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA216271(NAD 83)
 FZ0981_MARKER: DB = BENCH MARK DISK
 FZ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0981_STAMPING: H 104 1935
 FZ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0981+STABILITY: SURFACE MOTION
 FZ0981
 FZ0981  HISTORY     - Date     Condition        Report By
 FZ0981  HISTORY     - 1935     MONUMENTED       CGS
 FZ0981
 FZ0981                          STATION DESCRIPTION
 FZ0981
 FZ0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0981'0.8 MI SW FROM NEVA.
 FZ0981'0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FZ0981'NEVA, JOHNSON COUNTY, 5.1 MILE EAST OF DOE STATION (DOE POST
 FZ0981'OFFICE) 31.8 FEET NORTH OF MILEPOST 120, 15.8 FEET NORTHWEST OF
 FZ0981'THE NORTHWEST RAIL, 23-1/2 FEET SOUTHEAST OF THE CENTERLINE OF A
 FZ0981'ROAD PARALLELING THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 FZ0981'DISK, STAMPED H 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0458 ***********************************************************************
 GA0458  DESIGNATION -  H 105
 GA0458  PID         -  GA0458
 GA0458  STATE/COUNTY-  TN/CARTER
 GA0458  USGS QUAD   -  ELIZABETHTON (1968)
 GA0458
 GA0458                         *CURRENT SURVEY CONTROL
 GA0458  ___________________________________________________________________
 GA0458* NAD 83(1986)-  36 16 37.     (N)    082 13 52.     (W)     SCALED    
 GA0458* NAVD 88     -       571.900  (meters)    1876.31   (feet)  ADJUSTED  
 GA0458  ___________________________________________________________________
 GA0458  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA0458  DYNAMIC HT  -         571.343 (meters)    1874.48  (feet)  COMP
 GA0458  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 GA0458
 GA0458  VERT ORDER  -  SECOND    CLASS 0
 GA0458
 GA0458.The horizontal coordinates were scaled from a topographic map and have
 GA0458.an estimated accuracy of +/- 6 seconds.
 GA0458
 GA0458.The orthometric height was determined by differential leveling
 GA0458.and adjusted by the National Geodetic Survey in June 1991..
 GA0458
 GA0458.The geoid height was determined by GEOID03.
 GA0458
 GA0458.The dynamic height is computed by dividing the NAVD 88
 GA0458.geopotential number by the normal gravity value computed on the
 GA0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0458.degrees latitude (g = 980.6199 gals.).
 GA0458
 GA0458.The modeled gravity was interpolated from observed gravity values.
 GA0458
 GA0458;                    North         East    Units  Estimated Accuracy
 GA0458;SPC TN       -   222,160.      938,530.      MT  (+/- 180 meters Scaled)
 GA0458
 GA0458                          SUPERSEDED SURVEY CONTROL
 GA0458
 GA0458  NGVD 29 (??/??/92)  572.036  (m)         1876.75   (f) ADJ UNCH    2 0
 GA0458
 GA0458.Superseded values are not recommended for survey control.
 GA0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0458.See file dsdata.txt to determine how the superseded data were derived.
 GA0458
 GA0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA894153(NAD 83)
 GA0458_MARKER: DB = BENCH MARK DISK
 GA0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0458_SP_SET: BUILDING
 GA0458_STAMPING: H 105 1935
 GA0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0458
 GA0458  HISTORY     - Date     Condition        Report By
 GA0458  HISTORY     - 1935     MONUMENTED       CGS
 GA0458
 GA0458                          STATION DESCRIPTION
 GA0458
 GA0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0458'1.8 MI S FROM HAMPTON.
 GA0458'1.8 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0458'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0458'COUNTY, 3.0 MILES WEST ALONG THE GAP CREEK ROAD, AT UPPER GAP
 GA0458'BRANCH SCHOOL, 32 YARDS NORTHWEST OF THE JUNCTION OF THE UNICOI
 GA0458'ROAD, 44 YARDS NORTHWEST OF THE W.W. STEPHENS STORE, IN THE EAST
 GA0458'FACE OF THE SCHOOL, 6 FEET NORTH OF THE SOUTHEAST CORNER, AND 3
 GA0458'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED H 105 1935 AND
 GA0458'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0459 ***********************************************************************
 GA0459  DESIGNATION -  H 105 X
 GA0459  PID         -  GA0459
 GA0459  STATE/COUNTY-  TN/CARTER
 GA0459  USGS QUAD   -  ELIZABETHTON (1968)
 GA0459
 GA0459                         *CURRENT SURVEY CONTROL
 GA0459  ___________________________________________________________________
 GA0459* NAD 83(1986)-  36 15 42.     (N)    082 13 45.     (W)     SCALED    
 GA0459* NAVD 88     -       626.643  (meters)    2055.91   (feet)  ADJUSTED  
 GA0459  ___________________________________________________________________
 GA0459  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0459  DYNAMIC HT  -         626.028 (meters)    2053.89  (feet)  COMP
 GA0459  MODELED GRAV-     979,632.2   (mgal)                       NAVD 88
 GA0459
 GA0459  VERT ORDER  -  SECOND    CLASS 0
 GA0459
 GA0459.The horizontal coordinates were scaled from a topographic map and have
 GA0459.an estimated accuracy of +/- 6 seconds.
 GA0459
 GA0459.The orthometric height was determined by differential leveling
 GA0459.and adjusted by the National Geodetic Survey in June 1991..
 GA0459
 GA0459.The geoid height was determined by GEOID03.
 GA0459
 GA0459.The dynamic height is computed by dividing the NAVD 88
 GA0459.geopotential number by the normal gravity value computed on the
 GA0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0459.degrees latitude (g = 980.6199 gals.).
 GA0459
 GA0459.The modeled gravity was interpolated from observed gravity values.
 GA0459
 GA0459;                    North         East    Units  Estimated Accuracy
 GA0459;SPC TN       -   220,480.      938,770.      MT  (+/- 180 meters Scaled)
 GA0459
 GA0459                          SUPERSEDED SURVEY CONTROL
 GA0459
 GA0459  NGVD 29 (??/??/92)  626.775  (m)         2056.34   (f) ADJ UNCH    2 0
 GA0459
 GA0459.Superseded values are not recommended for survey control.
 GA0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0459.See file dsdata.txt to determine how the superseded data were derived.
 GA0459
 GA0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA895136(NAD 83)
 GA0459_MARKER: DB = BENCH MARK DISK
 GA0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0459_STAMPING: H 105 X 1935
 GA0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0459+STABILITY: SURFACE MOTION
 GA0459
 GA0459  HISTORY     - Date     Condition        Report By
 GA0459  HISTORY     - 1935     MONUMENTED       CGS
 GA0459
 GA0459                          STATION DESCRIPTION
 GA0459
 GA0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0459'1.8 MI S FROM HAMPTON.
 GA0459'1.8 MILES SOUTH ALONG U.S. HIGHWAY 19E FROM THE EAST TENNESSEE
 GA0459'AND WESTERN NORTH CAROLINA RAILROAD STATION AT HAMPTON, CARTER
 GA0459'COUNTY, 2.3 MILES WEST ALONG THE GAP CREEK ROAD, AT THE JUNCTION
 GA0459'OF A ROAD LEADING WEST, 100 YARDS SOUTH OF THE G.W. HUNTER
 GA0459'RESIDENCE, 40 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE RAY
 GA0459'WOODBY RESIDENCE, 15 YARDS NORTHWEST OF THE CENTER OF THE ROAD
 GA0459'JUNCTION, 9 YARDS WEST OF THE CENTERLINE OF THE GAP CREEK ROAD,
 GA0459'6 YARDS NORTHWEST OF A SOUTHEAST FENCE CORNER, 5 YARDS NORTH OF
 GA0459'AN APPLE TREE, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 GA0459'STAMPED H 105 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0790 ***********************************************************************
 GA0790  DESIGNATION -  H 106
 GA0790  PID         -  GA0790
 GA0790  STATE/COUNTY-  TN/GREENE
 GA0790  USGS QUAD   -  MOSHEIM (1971)
 GA0790
 GA0790                         *CURRENT SURVEY CONTROL
 GA0790  ___________________________________________________________________
 GA0790* NAD 83(1986)-  36 13 19.     (N)    082 53 38.     (W)     SCALED    
 GA0790* NAVD 88     -       348.053  (meters)    1141.90   (feet)  ADJUSTED  
 GA0790  ___________________________________________________________________
 GA0790  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0790  DYNAMIC HT  -         347.727 (meters)    1140.83  (feet)  COMP
 GA0790  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 GA0790
 GA0790  VERT ORDER  -  SECOND    CLASS 0
 GA0790
 GA0790.The horizontal coordinates were scaled from a topographic map and have
 GA0790.an estimated accuracy of +/- 6 seconds.
 GA0790
 GA0790.The orthometric height was determined by differential leveling
 GA0790.and adjusted by the National Geodetic Survey in June 1991..
 GA0790
 GA0790.The geoid height was determined by GEOID03.
 GA0790
 GA0790.The dynamic height is computed by dividing the NAVD 88
 GA0790.geopotential number by the normal gravity value computed on the
 GA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0790.degrees latitude (g = 980.6199 gals.).
 GA0790
 GA0790.The modeled gravity was interpolated from observed gravity values.
 GA0790
 GA0790;                    North         East    Units  Estimated Accuracy
 GA0790;SPC TN       -   213,970.      879,220.      MT  (+/- 180 meters Scaled)
 GA0790
 GA0790                          SUPERSEDED SURVEY CONTROL
 GA0790
 GA0790  NGVD 29 (??/??/92)  348.190  (m)         1142.35   (f) ADJ UNCH    2 0
 GA0790
 GA0790.Superseded values are not recommended for survey control.
 GA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0790.See file dsdata.txt to determine how the superseded data were derived.
 GA0790
 GA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA297102(NAD 83)
 GA0790_MARKER: DB = BENCH MARK DISK
 GA0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0790_STAMPING: H 106 1935
 GA0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0790+STABILITY: SURFACE MOTION
 GA0790
 GA0790  HISTORY     - Date     Condition        Report By
 GA0790  HISTORY     - 1935     MONUMENTED       CGS
 GA0790  HISTORY     - 1950     GOOD             TVA
 GA0790
 GA0790                          STATION DESCRIPTION
 GA0790
 GA0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0790'6.1 MI NW FROM GREENEVILLE.
 GA0790'6.1 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0790'AT GREENEVILLE, GREENE COUNTY, AT THE JUNCTION OF THE OTTWAY
 GA0790'ROAD, 75 YARDS WEST OF A SMALL CONCRETE BRIDGE OVER A CREEK, 8
 GA0790'YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, IN A FIELD, 2
 GA0790'YARDS WEST OF A 30-INCH BLACK WALNUT TREE, AND 1-1/2 FEET HIGHER
 GA0790'THAN THE HIGHWAY, 2 1/2 FEET NORTH NORTHEAST OF STEEL WITNESS
 GA0790'POST.  A STANDARD DISK, STAMPED H 106 1935 AND SET IN THE TOP OF
 GA0790'A CONCRETE POST.
 GA0790
 GA0790                          STATION RECOVERY (1950)
 GA0790
 GA0790'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0835 ***********************************************************************
 GA0835  DESIGNATION -  H 107
 GA0835  PID         -  GA0835
 GA0835  STATE/COUNTY-  TN/HAWKINS
 GA0835  USGS QUAD   -  STONY POINT (1971)
 GA0835
 GA0835                         *CURRENT SURVEY CONTROL
 GA0835  ___________________________________________________________________
 GA0835* NAD 83(1986)-  36 23 13.     (N)    082 50 48.     (W)     SCALED    
 GA0835* NAVD 88     -       354.239  (meters)    1162.20   (feet)  ADJUSTED  
 GA0835  ___________________________________________________________________
 GA0835  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0835  DYNAMIC HT  -         353.915 (meters)    1161.14  (feet)  COMP
 GA0835  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 GA0835
 GA0835  VERT ORDER  -  SECOND    CLASS 0
 GA0835
 GA0835.The horizontal coordinates were scaled from a topographic map and have
 GA0835.an estimated accuracy of +/- 6 seconds.
 GA0835
 GA0835.The orthometric height was determined by differential leveling
 GA0835.and adjusted by the National Geodetic Survey in June 1991..
 GA0835
 GA0835.The geoid height was determined by GEOID03.
 GA0835
 GA0835.The dynamic height is computed by dividing the NAVD 88
 GA0835.geopotential number by the normal gravity value computed on the
 GA0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0835.degrees latitude (g = 980.6199 gals.).
 GA0835
 GA0835.The modeled gravity was interpolated from observed gravity values.
 GA0835
 GA0835;                    North         East    Units  Estimated Accuracy
 GA0835;SPC TN       -   232,410.      882,870.      MT  (+/- 180 meters Scaled)
 GA0835
 GA0835                          SUPERSEDED SURVEY CONTROL
 GA0835
 GA0835  NGVD 29 (??/??/92)  354.384  (m)         1162.67   (f) ADJ UNCH    2 0
 GA0835
 GA0835.Superseded values are not recommended for survey control.
 GA0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0835.See file dsdata.txt to determine how the superseded data were derived.
 GA0835
 GA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA343284(NAD 83)
 GA0835_MARKER: DB = BENCH MARK DISK
 GA0835_SETTING: 66 = SET IN ROCK OUTCROP
 GA0835_SP_SET: ROCK OUTCROP
 GA0835_STAMPING: H 107 1935
 GA0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0835+STABILITY: POSITION/ELEVATION WELL
 GA0835
 GA0835  HISTORY     - Date     Condition        Report By
 GA0835  HISTORY     - 1935     MONUMENTED       CGS
 GA0835  HISTORY     - 1955     GOOD             TVA
 GA0835
 GA0835                          STATION DESCRIPTION
 GA0835
 GA0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0835'5.1 MI E FROM BUREM.
 GA0835'5.1 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0835'AT BUREM, HAWKINS COUNTY, 60 YARDS SOUTH OF THE JUNCTION OF A
 GA0835'ROAD LEADING SOUTH, 15 YARDS SOUTH OF THE SOUTH END OF A 2-SPAN
 GA0835'BRIDGE, 5 YARDS WEST OF THE CENTERLINE OF THE ROAD LEADING
 GA0835'SOUTH, 8 YARDS SOUTHWEST OF AN 18-INCH BEECH TREE, IN THE TOP OF
 GA0835'A ROCK OUTCROP, 4 FEET HIGHER THAN THE ROAD AND 4.7 FEET NORTH
 GA0835'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED H 107 1935.
 GA0835
 GA0835                          STATION RECOVERY (1955)
 GA0835
 GA0835'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0961 ***********************************************************************
 GA0961  DESIGNATION -  H 108
 GA0961  PID         -  GA0961
 GA0961  STATE/COUNTY-  TN/WASHINGTON
 GA0961  USGS QUAD   -  LEESBURG (1971)
 GA0961
 GA0961                         *CURRENT SURVEY CONTROL
 GA0961  ___________________________________________________________________
 GA0961* NAD 83(1986)-  36 21 43.     (N)    082 31 47.     (W)     SCALED    
 GA0961* NAVD 88     -       502.847  (meters)    1649.76   (feet)  ADJUSTED  
 GA0961  ___________________________________________________________________
 GA0961  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0961  DYNAMIC HT  -         502.373 (meters)    1648.20  (feet)  COMP
 GA0961  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 GA0961
 GA0961  VERT ORDER  -  SECOND    CLASS 0
 GA0961
 GA0961.The horizontal coordinates were scaled from a topographic map and have
 GA0961.an estimated accuracy of +/- 6 seconds.
 GA0961
 GA0961.The orthometric height was determined by differential leveling
 GA0961.and adjusted by the National Geodetic Survey in June 1991..
 GA0961
 GA0961.The geoid height was determined by GEOID03.
 GA0961
 GA0961.The dynamic height is computed by dividing the NAVD 88
 GA0961.geopotential number by the normal gravity value computed on the
 GA0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0961.degrees latitude (g = 980.6199 gals.).
 GA0961
 GA0961.The modeled gravity was interpolated from observed gravity values.
 GA0961
 GA0961;                    North         East    Units  Estimated Accuracy
 GA0961;SPC TN       -   230,600.      911,390.      MT  (+/- 180 meters Scaled)
 GA0961
 GA0961                          SUPERSEDED SURVEY CONTROL
 GA0961
 GA0961  NGVD 29 (??/??/92)  502.988  (m)         1650.22   (f) ADJ UNCH    2 0
 GA0961
 GA0961.Superseded values are not recommended for survey control.
 GA0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0961.See file dsdata.txt to determine how the superseded data were derived.
 GA0961
 GA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA627251(NAD 83)
 GA0961_MARKER: DB = BENCH MARK DISK
 GA0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0961_STAMPING: H 108 1935
 GA0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0961+STABILITY: SURFACE MOTION
 GA0961
 GA0961  HISTORY     - Date     Condition        Report By
 GA0961  HISTORY     - 1935     MONUMENTED       CGS
 GA0961
 GA0961                          STATION DESCRIPTION
 GA0961
 GA0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0961'12.3 MI NE FROM LIMESTONE.
 GA0961'12.3 MILES NORTHEAST ALONG COUNTY HIGHWAYS 504 AND 500 FROM THE
 GA0961'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, AT A ROAD JUNCTION,
 GA0961'21 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 GA0961'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF POLE 110,
 GA0961'AND 4 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0961'H 108 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0509 ***********************************************************************
 GA0509  DESIGNATION -  H 109
 GA0509  PID         -  GA0509
 GA0509  STATE/COUNTY-  TN/SULLIVAN
 GA0509  USGS QUAD   -  BOONE DAM (1968)
 GA0509
 GA0509                         *CURRENT SURVEY CONTROL
 GA0509  ___________________________________________________________________
 GA0509* NAD 83(1986)-  36 28 24.     (N)    082 26 44.     (W)     SCALED    
 GA0509* NAVD 88     -       428.330  (meters)    1405.28   (feet)  ADJUSTED  
 GA0509  ___________________________________________________________________
 GA0509  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0509  DYNAMIC HT  -         427.932 (meters)    1403.97  (feet)  COMP
 GA0509  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA0509
 GA0509  VERT ORDER  -  SECOND    CLASS 0
 GA0509
 GA0509.The horizontal coordinates were scaled from a topographic map and have
 GA0509.an estimated accuracy of +/- 6 seconds.
 GA0509
 GA0509.The orthometric height was determined by differential leveling
 GA0509.and adjusted by the National Geodetic Survey in June 1991..
 GA0509
 GA0509.The geoid height was determined by GEOID03.
 GA0509
 GA0509.The dynamic height is computed by dividing the NAVD 88
 GA0509.geopotential number by the normal gravity value computed on the
 GA0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0509.degrees latitude (g = 980.6199 gals.).
 GA0509
 GA0509.The modeled gravity was interpolated from observed gravity values.
 GA0509
 GA0509;                    North         East    Units  Estimated Accuracy
 GA0509;SPC TN       -   243,220.      918,490.      MT  (+/- 180 meters Scaled)
 GA0509
 GA0509                          SUPERSEDED SURVEY CONTROL
 GA0509
 GA0509  NGVD 29 (??/??/92)  428.469  (m)         1405.74   (f) ADJ UNCH    2 0
 GA0509
 GA0509.Superseded values are not recommended for survey control.
 GA0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0509.See file dsdata.txt to determine how the superseded data were derived.
 GA0509
 GA0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA704374(NAD 83)
 GA0509_MARKER: DB = BENCH MARK DISK
 GA0509_SETTING: 66 = SET IN ROCK OUTCROP
 GA0509_SP_SET: SET IN ROCK OUTCROP
 GA0509_STAMPING: H 109 1935
 GA0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0509+STABILITY: POSITION/ELEVATION WELL
 GA0509
 GA0509  HISTORY     - Date     Condition        Report By
 GA0509  HISTORY     - 1935     MONUMENTED       CGS
 GA0509  HISTORY     - 1950     GOOD             NGS
 GA0509
 GA0509                          STATION DESCRIPTION
 GA0509
 GA0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0509'3.1 MI SW FROM HOLSTON.
 GA0509'3.1 MILES SOUTHWEST ALONG THE OLD BRISTOL ROAD FROM THE POST
 GA0509'OFFICE AT HOLSTON, SULLIVAN COUNTY, 150 YARDS NORTH OF THE
 GA0509'R.G. BECK RESIDENCE, AT A ROAD JUNCTION, 36 FEET NORTH OF THE
 GA0509'CENTERLINE OF THE OLD BRISTOL ROAD, 30 FEET WEST OF THE
 GA0509'CENTERLINE OF THE SIDE ROAD, IN THE TOP OF A ROCK OUTCROP,
 GA0509'AND 4 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H
 GA0509'109 1935.
 GA0509
 GA0509                          STATION RECOVERY (1950)
 GA0509
 GA0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GA0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1656 ***********************************************************************
 FB1656  DESIGNATION -  H 11
 FB1656  PID         -  FB1656
 FB1656  STATE/COUNTY-  TN/BLOUNT
 FB1656  USGS QUAD   -  TAPOCO (1978)
 FB1656
 FB1656                         *CURRENT SURVEY CONTROL
 FB1656  ___________________________________________________________________
 FB1656* NAD 83(1986)-  35 29 58.     (N)    083 56 34.     (W)     SCALED    
 FB1656* NAVD 88     -       482.900  (meters)    1584.31   (feet)  ADJUSTED  
 FB1656  ___________________________________________________________________
 FB1656  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FB1656  DYNAMIC HT  -         482.430 (meters)    1582.77  (feet)  COMP
 FB1656  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 FB1656
 FB1656  VERT ORDER  -  FIRST     CLASS II
 FB1656
 FB1656.The horizontal coordinates were scaled from a topographic map and have
 FB1656.an estimated accuracy of +/- 6 seconds.
 FB1656
 FB1656.The orthometric height was determined by differential leveling
 FB1656.and adjusted by the National Geodetic Survey in June 1991..
 FB1656
 FB1656.The geoid height was determined by GEOID03.
 FB1656
 FB1656.The dynamic height is computed by dividing the NAVD 88
 FB1656.geopotential number by the normal gravity value computed on the
 FB1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1656.degrees latitude (g = 980.6199 gals.).
 FB1656
 FB1656.The modeled gravity was interpolated from observed gravity values.
 FB1656
 FB1656;                    North         East    Units  Estimated Accuracy
 FB1656;SPC TN       -   131,340.      786,630.      MT  (+/- 180 meters Scaled)
 FB1656
 FB1656                          SUPERSEDED SURVEY CONTROL
 FB1656
 FB1656  NGVD 29 (??/??/92)  483.011  (m)         1584.68   (f) ADJ UNCH    1 2
 FB1656
 FB1656.Superseded values are not recommended for survey control.
 FB1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1656.See file dsdata.txt to determine how the superseded data were derived.
 FB1656
 FB1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV330324(NAD 83)
 FB1656_MARKER: DB = BENCH MARK DISK
 FB1656_SETTING: 66 = SET IN ROCK OUTCROP
 FB1656_SP_SET: ROCK LEDGE
 FB1656_STAMPING: 1584.862 H 11 1932
 FB1656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1656+STABILITY: POSITION/ELEVATION WELL
 FB1656
 FB1656  HISTORY     - Date     Condition        Report By
 FB1656  HISTORY     - 1932     MONUMENTED       CGS
 FB1656  HISTORY     - 1952     GOOD             NGS
 FB1656  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1656
 FB1656                          STATION DESCRIPTION
 FB1656
 FB1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FB1656'6.6 MI SE FROM CALDERWOOD.
 FB1656'6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE SOUTHERN
 FB1656'RAILWAY STATION AT CALDERWOOD, BLOUNT COUNTY, 15.5 FEET NORTH
 FB1656'OF THE CENTERLINE OF THE HIGHWAY, IN A ROCK LEDGE, AND ABOUT
 FB1656'1.5 FEET HIGHER THAN THE HIGHWAY.  NOTE-- IT IS ABOUT 300 FEET
 FB1656'NORTH OF 154 KVA TRANSMISSION TOWER WHICH IS IN A HOLLOW ABOUT
 FB1656'50 FEET WEST OF THE HIGHWAY.
 FB1656
 FB1656                          STATION RECOVERY (1983)
 FB1656
 FB1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1656'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND.
 FB1656'THE ROCK LEDGE MENTIONED HAS BROKEN UP IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0187 ***********************************************************************
 GA0187  DESIGNATION -  H 110
 GA0187  PID         -  GA0187
 GA0187  STATE/COUNTY-  TN/SULLIVAN
 GA0187  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0187
 GA0187                         *CURRENT SURVEY CONTROL
 GA0187  ___________________________________________________________________
 GA0187* NAD 83(1986)-  36 31 36.     (N)    082 02 32.     (W)     SCALED    
 GA0187* NAVD 88     -       475.333  (meters)    1559.49   (feet)  ADJUSTED  
 GA0187  ___________________________________________________________________
 GA0187  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA0187  DYNAMIC HT  -         474.885 (meters)    1558.02  (feet)  COMP
 GA0187  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 GA0187
 GA0187  VERT ORDER  -  SECOND    CLASS 0
 GA0187
 GA0187.The horizontal coordinates were scaled from a topographic map and have
 GA0187.an estimated accuracy of +/- 6 seconds.
 GA0187
 GA0187.The orthometric height was determined by differential leveling
 GA0187.and adjusted by the National Geodetic Survey in June 1991..
 GA0187
 GA0187.The geoid height was determined by GEOID03.
 GA0187
 GA0187.The dynamic height is computed by dividing the NAVD 88
 GA0187.geopotential number by the normal gravity value computed on the
 GA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0187.degrees latitude (g = 980.6199 gals.).
 GA0187
 GA0187.The modeled gravity was interpolated from observed gravity values.
 GA0187
 GA0187;                    North         East    Units  Estimated Accuracy
 GA0187;SPC TN       -   250,520.      954,370.      MT  (+/- 180 meters Scaled)
 GA0187
 GA0187                          SUPERSEDED SURVEY CONTROL
 GA0187
 GA0187  NGVD 29 (??/??/92)  475.441  (m)         1559.84   (f) ADJ UNCH    2 0
 GA0187
 GA0187.Superseded values are not recommended for survey control.
 GA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0187.See file dsdata.txt to determine how the superseded data were derived.
 GA0187
 GA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA066428(NAD 83)
 GA0187_MARKER: DB = BENCH MARK DISK
 GA0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0187_SP_SET: BRIDGE
 GA0187_STAMPING: H 110 1935
 GA0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0187
 GA0187  HISTORY     - Date     Condition        Report By
 GA0187  HISTORY     - 1935     MONUMENTED       CGS
 GA0187
 GA0187                          STATION DESCRIPTION
 GA0187
 GA0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0187'2.8 MI E FROM BIG CREEK.
 GA0187'2.8 MILES EAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION OF THE
 GA0187'EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 0.1 MILE EAST OF THE
 GA0187'ALFONSO WATSON RESIDENCE, AT THE JUNCTION OF FISHDAM CREEK
 GA0187'AND JONAH CREEK, AT THE BRIDGE OVER JONAH CREEK, IN THE SOUTH
 GA0187'END OF THE WEST ABUTMENT, 6.9 FEET SOUTH OF THE CENTERLINE OF THE
 GA0187'ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 110
 GA0187'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0188 ***********************************************************************
 GA0188  DESIGNATION -  H 110 X
 GA0188  PID         -  GA0188
 GA0188  STATE/COUNTY-  TN/SULLIVAN
 GA0188  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0188
 GA0188                         *CURRENT SURVEY CONTROL
 GA0188  ___________________________________________________________________
 GA0188* NAD 83(1986)-  36 31 56.     (N)    082 01 33.     (W)     SCALED    
 GA0188* NAVD 88     -       510.083  (meters)    1673.50   (feet)  ADJUSTED  
 GA0188  ___________________________________________________________________
 GA0188  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA0188  DYNAMIC HT  -         509.601 (meters)    1671.92  (feet)  COMP
 GA0188  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 GA0188
 GA0188  VERT ORDER  -  SECOND    CLASS 0
 GA0188
 GA0188.The horizontal coordinates were scaled from a topographic map and have
 GA0188.an estimated accuracy of +/- 6 seconds.
 GA0188
 GA0188.The orthometric height was determined by differential leveling
 GA0188.and adjusted by the National Geodetic Survey in June 1991..
 GA0188
 GA0188.The geoid height was determined by GEOID03.
 GA0188
 GA0188.The dynamic height is computed by dividing the NAVD 88
 GA0188.geopotential number by the normal gravity value computed on the
 GA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0188.degrees latitude (g = 980.6199 gals.).
 GA0188
 GA0188.The modeled gravity was interpolated from observed gravity values.
 GA0188
 GA0188;                    North         East    Units  Estimated Accuracy
 GA0188;SPC TN       -   251,200.      955,810.      MT  (+/- 180 meters Scaled)
 GA0188
 GA0188                          SUPERSEDED SURVEY CONTROL
 GA0188
 GA0188  NGVD 29 (??/??/92)  510.187  (m)         1673.84   (f) ADJ UNCH    2 0
 GA0188
 GA0188.Superseded values are not recommended for survey control.
 GA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0188.See file dsdata.txt to determine how the superseded data were derived.
 GA0188
 GA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA081434(NAD 83)
 GA0188_MARKER: DB = BENCH MARK DISK
 GA0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0188_STAMPING: H 110 X 1935
 GA0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0188+STABILITY: SURFACE MOTION
 GA0188
 GA0188  HISTORY     - Date     Condition        Report By
 GA0188  HISTORY     - 1935     MONUMENTED       CGS
 GA0188
 GA0188                          STATION DESCRIPTION
 GA0188
 GA0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0188'3.9 MI E FROM BIG CREEK.
 GA0188'3.9 MILES EAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION OF
 GA0188'THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 0.9 MILE SOUTHWEST
 GA0188'OF HIGHWAY BRIDGE 2, 50 YARDS WEST OF A 10-INCH PINE TREE AT THE
 GA0188'SOUTH EDGE OF THE ROAD, 35 FEET SOUTH OF THE CENTERLINE OF THE
 GA0188'ROAD, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA0188'H 110 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0189 ***********************************************************************
 GA0189  DESIGNATION -  H 110 Y
 GA0189  PID         -  GA0189
 GA0189  STATE/COUNTY-  TN/SULLIVAN
 GA0189  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0189
 GA0189                         *CURRENT SURVEY CONTROL
 GA0189  ___________________________________________________________________
 GA0189* NAD 83(1986)-  36 32 10.     (N)    082 00 35.     (W)     SCALED    
 GA0189* NAVD 88     -       565.147  (meters)    1854.15   (feet)  ADJUSTED  
 GA0189  ___________________________________________________________________
 GA0189  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA0189  DYNAMIC HT  -         564.612 (meters)    1852.40  (feet)  COMP
 GA0189  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 GA0189
 GA0189  VERT ORDER  -  SECOND    CLASS 0
 GA0189
 GA0189.The horizontal coordinates were scaled from a topographic map and have
 GA0189.an estimated accuracy of +/- 6 seconds.
 GA0189
 GA0189.The orthometric height was determined by differential leveling
 GA0189.and adjusted by the National Geodetic Survey in June 1991..
 GA0189
 GA0189.The geoid height was determined by GEOID03.
 GA0189
 GA0189.The dynamic height is computed by dividing the NAVD 88
 GA0189.geopotential number by the normal gravity value computed on the
 GA0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0189.degrees latitude (g = 980.6199 gals.).
 GA0189
 GA0189.The modeled gravity was interpolated from observed gravity values.
 GA0189
 GA0189;                    North         East    Units  Estimated Accuracy
 GA0189;SPC TN       -   251,690.      957,240.      MT  (+/- 180 meters Scaled)
 GA0189
 GA0189                          SUPERSEDED SURVEY CONTROL
 GA0189
 GA0189  NGVD 29 (??/??/92)  565.249  (m)         1854.49   (f) ADJ UNCH    2 0
 GA0189
 GA0189.Superseded values are not recommended for survey control.
 GA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0189.See file dsdata.txt to determine how the superseded data were derived.
 GA0189
 GA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA096438(NAD 83)
 GA0189_MARKER: DB = BENCH MARK DISK
 GA0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0189_STAMPING: H 110 Y 1935
 GA0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0189+STABILITY: SURFACE MOTION
 GA0189
 GA0189  HISTORY     - Date     Condition        Report By
 GA0189  HISTORY     - 1935     MONUMENTED       CGS
 GA0189  HISTORY     - 1949     GOOD             TVA
 GA0189
 GA0189                          STATION DESCRIPTION
 GA0189
 GA0189'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 GA0189'4.9 MI E FROM BIG CREEK.
 GA0189'4.9 MILES EAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION OF
 GA0189'THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 0.2 MILE SOUTHWEST
 GA0189'OF AN IRON BRIDGE OVER A CREEK, 0.2 MILE EAST OF CONCRETE HIGHWAY
 GA0189'BRIDGE 2, 38.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT A SMALL
 GA0189'CLEARING, AND 1 FOOT LOWER THAN THE ROAD AND 4 FEET FROM STEEL
 GA0189'WITNESS POST.  A STANDARD DISK, STAMPED H 110 Y 1935 AND SET IN
 GA0189'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1020 ***********************************************************************
 FZ1020  DESIGNATION -  H 111
 FZ1020  PID         -  FZ1020
 FZ1020  STATE/COUNTY-  TN/JOHNSON
 FZ1020  USGS QUAD   -  ELK MILLS (1994)
 FZ1020
 FZ1020                         *CURRENT SURVEY CONTROL
 FZ1020  ___________________________________________________________________
 FZ1020* NAD 83(1986)-  36 19 41.     (N)    081 58 15.     (W)     SCALED    
 FZ1020* NAVD 88     -       616.711  (meters)    2023.33   (feet)  ADJUSTED  
 FZ1020  ___________________________________________________________________
 FZ1020  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FZ1020  DYNAMIC HT  -         616.085 (meters)    2021.27  (feet)  COMP
 FZ1020  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 FZ1020
 FZ1020  VERT ORDER  -  SECOND    CLASS 0
 FZ1020
 FZ1020.The horizontal coordinates were scaled from a topographic map and have
 FZ1020.an estimated accuracy of +/- 6 seconds.
 FZ1020
 FZ1020.The orthometric height was determined by differential leveling
 FZ1020.and adjusted by the National Geodetic Survey in June 1991..
 FZ1020
 FZ1020.The geoid height was determined by GEOID03.
 FZ1020
 FZ1020.The dynamic height is computed by dividing the NAVD 88
 FZ1020.geopotential number by the normal gravity value computed on the
 FZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1020.degrees latitude (g = 980.6199 gals.).
 FZ1020
 FZ1020.The modeled gravity was interpolated from observed gravity values.
 FZ1020
 FZ1020;                    North         East    Units  Estimated Accuracy
 FZ1020;SPC TN       -   228,760.      961,670.      MT  (+/- 180 meters Scaled)
 FZ1020
 FZ1020                          SUPERSEDED SURVEY CONTROL
 FZ1020
 FZ1020  NGVD 29 (??/??/92)  616.803  (m)         2023.63   (f) ADJ UNCH    2 0
 FZ1020
 FZ1020.Superseded values are not recommended for survey control.
 FZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1020.See file dsdata.txt to determine how the superseded data were derived.
 FZ1020
 FZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA128207(NAD 83)
 FZ1020_MARKER: DB = BENCH MARK DISK
 FZ1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1020_STAMPING: H 111 1935
 FZ1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1020+STABILITY: SURFACE MOTION
 FZ1020
 FZ1020  HISTORY     - Date     Condition        Report By
 FZ1020  HISTORY     - 1935     MONUMENTED       CGS
 FZ1020
 FZ1020                          STATION DESCRIPTION
 FZ1020
 FZ1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1020'1.4 MI SE FROM BUTLER.
 FZ1020'1.4 MILES SOUTHEAST ALONG THE DRY HILL ROAD FROM THE JUNCTION OF
 FZ1020'A COUNTY ROAD 1 MILE EAST OF BUTLER, JOHNSON COUNTY, ON THE A.B.
 FZ1020'GREENWELL PROPERTY, 500 FEET WEST OF A ONE-STORY FARMHOUSE, 225
 FZ1020'FEET SOUTHWEST OF A REDTOP BARN, 100 FEET SOUTHWEST OF A SMALL
 FZ1020'PLANK BARN WITH A LEAN-TO-GARAGE, 90 FEET SOUTH OF A 1-1/2-STORY
 FZ1020'FARMHOUSE, AT THE JUNCTION OF A DRIVEWAY TO THE FARMYARD, 27
 FZ1020'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 21.5 FEET SOUTHEAST
 FZ1020'OF THE CENTERLINE OF THE DRIVEWAY, 10 FEET SOUTHEAST OF A POLE,
 FZ1020'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 111 1935 AND
 FZ1020'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0610 ***********************************************************************
 GA0610  DESIGNATION -  H 112
 GA0610  PID         -  GA0610
 GA0610  STATE/COUNTY-  TN/UNICOI
 GA0610  USGS QUAD   -  UNICOI (1978)
 GA0610
 GA0610                         *CURRENT SURVEY CONTROL
 GA0610  ___________________________________________________________________
 GA0610* NAD 83(1986)-  36 10 26.     (N)    082 18 36.     (W)     SCALED    
 GA0610* NAVD 88     -       651.847  (meters)    2138.60   (feet)  ADJUSTED  
 GA0610  ___________________________________________________________________
 GA0610  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA0610  DYNAMIC HT  -         651.155 (meters)    2136.33  (feet)  COMP
 GA0610  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 GA0610
 GA0610  VERT ORDER  -  SECOND    CLASS 0
 GA0610
 GA0610.The horizontal coordinates were scaled from a topographic map and have
 GA0610.an estimated accuracy of +/- 6 seconds.
 GA0610
 GA0610.The orthometric height was determined by differential leveling
 GA0610.and adjusted by the National Geodetic Survey in June 1991..
 GA0610
 GA0610.The geoid height was determined by GEOID03.
 GA0610
 GA0610.The dynamic height is computed by dividing the NAVD 88
 GA0610.geopotential number by the normal gravity value computed on the
 GA0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0610.degrees latitude (g = 980.6199 gals.).
 GA0610
 GA0610.The modeled gravity was interpolated from observed gravity values.
 GA0610
 GA0610;                    North         East    Units  Estimated Accuracy
 GA0610;SPC TN       -   210,470.      931,880.      MT  (+/- 180 meters Scaled)
 GA0610
 GA0610                          SUPERSEDED SURVEY CONTROL
 GA0610
 GA0610  NGVD 29 (??/??/92)  651.908  (m)         2138.80   (f) ADJ UNCH    2 0
 GA0610
 GA0610.Superseded values are not recommended for survey control.
 GA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0610.See file dsdata.txt to determine how the superseded data were derived.
 GA0610
 GA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA821040(NAD 83)
 GA0610_MARKER: DB = BENCH MARK DISK
 GA0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0610_STAMPING: H 112 1935
 GA0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0610+STABILITY: SURFACE MOTION
 GA0610
 GA0610  HISTORY     - Date     Condition        Report By
 GA0610  HISTORY     - 1935     MONUMENTED       CGS
 GA0610
 GA0610                          STATION DESCRIPTION
 GA0610
 GA0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0610'2.9 MI SE FROM UNICOI.
 GA0610'2.9 MILES SOUTHEAST ALONG THE LIMESTONE COVE ROAD FROM THE POST
 GA0610'OFFICE AT UNICOI, UNICOI COUNTY, 30 FEET WEST OF THE ROAD, 5 FEET
 GA0610'NORTH OF A WIRE FENCE AND A 30-INCH TULIP TREE, AND 2 FEET LOWER
 GA0610'THAN THE ROAD.  A STANDARD DISK, STAMPED H 112 1935 AND SET IN
 GA0610'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0973 ***********************************************************************
 GA0973  DESIGNATION -  H 113
 GA0973  PID         -  GA0973
 GA0973  STATE/COUNTY-  TN/WASHINGTON
 GA0973  USGS QUAD   -  TELFORD (1971)
 GA0973
 GA0973                         *CURRENT SURVEY CONTROL
 GA0973  ___________________________________________________________________
 GA0973* NAD 83(1986)-  36 11 03.     (N)    082 32 28.     (W)     SCALED    
 GA0973* NAVD 88     -       456.529  (meters)    1497.80   (feet)  POSTED    
 GA0973  ___________________________________________________________________
 GA0973  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0973  DYNAMIC HT  -         456.090 (meters)    1496.36  (feet)  COMP
 GA0973  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 GA0973
 GA0973  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0973
 GA0973.The horizontal coordinates were scaled from a topographic map and have
 GA0973.an estimated accuracy of +/- 6 seconds.
 GA0973
 GA0973.The orthometric height was determined by differential leveling
 GA0973.and adjusted by the National Geodetic Survey in 1992..
 GA0973.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0973.rate of 0.0 thru 1.0 mm/km.
 GA0973
 GA0973.The geoid height was determined by GEOID03.
 GA0973
 GA0973.The dynamic height is computed by dividing the NAVD 88
 GA0973.geopotential number by the normal gravity value computed on the
 GA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0973.degrees latitude (g = 980.6199 gals.).
 GA0973
 GA0973.The modeled gravity was interpolated from observed gravity values.
 GA0973
 GA0973;                    North         East    Units  Estimated Accuracy
 GA0973;SPC TN       -   210,850.      911,060.      MT  (+/- 180 meters Scaled)
 GA0973
 GA0973                          SUPERSEDED SURVEY CONTROL
 GA0973
 GA0973  NGVD 29 (??/??/92)  456.675  (m)         1498.27   (f) ADJ UNCH    2 0
 GA0973
 GA0973.Superseded values are not recommended for survey control.
 GA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0973.See file dsdata.txt to determine how the superseded data were derived.
 GA0973
 GA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA614054(NAD 83)
 GA0973_MARKER: DB = BENCH MARK DISK
 GA0973_SETTING: 66 = SET IN ROCK OUTCROP
 GA0973_SP_SET: LIMESTONE OUTCROP
 GA0973_STAMPING: H 113 1935
 GA0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0973+STABILITY: POSITION/ELEVATION WELL
 GA0973
 GA0973  HISTORY     - Date     Condition        Report By
 GA0973  HISTORY     - 1935     MONUMENTED       CGS
 GA0973  HISTORY     - 1955     MARK NOT FOUND   TVA
 GA0973
 GA0973                          STATION DESCRIPTION
 GA0973
 GA0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0973'7 MI S FROM TELFORD.
 GA0973'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA0973'AT TELFORD, WASHINGTON COUNTY, THENCE 4.3 MILES SOUTHEAST ALONG
 GA0973'COUNTY ROADS, 0.3 MILE SOUTH OF CONKLIN SCHOOL AT THE JUNCTION OF
 GA0973'A COUNTY ROAD LEADING EAST, 200 YARDS EAST OF A TWO-STORY BRICK
 GA0973'HOUSE ON A HILLTOP, 25 FEET WEST OF THREE 8-INCH CEDAR TREES,
 GA0973'IN THE TOP OF A LIMESTONE OUTCROP, AND LEVEL WITH THE ROAD.  A
 GA0973'STANDARD DISK, STAMPED H 113 1935.
 GA0973
 GA0973                          STATION RECOVERY (1955)
 GA0973
 GA0973'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1922 ***********************************************************************
 GA1922  DESIGNATION -  H 114
 GA1922  PID         -  GA1922
 GA1922  STATE/COUNTY-  TN/GREENE
 GA1922  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1922
 GA1922                         *CURRENT SURVEY CONTROL
 GA1922  ___________________________________________________________________
 GA1922* NAD 83(1986)-  36 04 22.     (N)    083 01 47.     (W)     SCALED    
 GA1922* NAVD 88     -       380.905  (meters)    1249.69   (feet)  ADJUSTED  
 GA1922  ___________________________________________________________________
 GA1922  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA1922  DYNAMIC HT  -         380.546 (meters)    1248.51  (feet)  COMP
 GA1922  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 GA1922
 GA1922  VERT ORDER  -  SECOND    CLASS 0
 GA1922
 GA1922.The horizontal coordinates were scaled from a topographic map and have
 GA1922.an estimated accuracy of +/- 6 seconds.
 GA1922
 GA1922.The orthometric height was determined by differential leveling
 GA1922.and adjusted by the National Geodetic Survey in June 1991..
 GA1922
 GA1922.The geoid height was determined by GEOID03.
 GA1922
 GA1922.The dynamic height is computed by dividing the NAVD 88
 GA1922.geopotential number by the normal gravity value computed on the
 GA1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1922.degrees latitude (g = 980.6199 gals.).
 GA1922
 GA1922.The modeled gravity was interpolated from observed gravity values.
 GA1922
 GA1922;                    North         East    Units  Estimated Accuracy
 GA1922;SPC TN       -   197,050.      867,510.      MT  (+/- 180 meters Scaled)
 GA1922
 GA1922                          SUPERSEDED SURVEY CONTROL
 GA1922
 GA1922  NGVD 29 (??/??/92)  381.059  (m)         1250.19   (f) ADJ UNCH    2 0
 GA1922
 GA1922.Superseded values are not recommended for survey control.
 GA1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1922.See file dsdata.txt to determine how the superseded data were derived.
 GA1922
 GA1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV172939(NAD 83)
 GA1922_MARKER: DB = BENCH MARK DISK
 GA1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1922_STAMPING: H 114 1935
 GA1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1922+STABILITY: SURFACE MOTION
 GA1922
 GA1922  HISTORY     - Date     Condition        Report By
 GA1922  HISTORY     - 1935     MONUMENTED       CGS
 GA1922
 GA1922                          STATION DESCRIPTION
 GA1922
 GA1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1922'3.9 MI NW FROM CANEY BRANCH.
 GA1922'3.9 MILES NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA1922'OFFICE AT CANEY BRANCH, 0.6 MILE NORTH OF THE INTERSECTION OF
 GA1922'THREE COUNTY HIGHWAYS, 75 YARDS SOUTH OF THE J.W. CLOWERS RESIDENCE,
 GA1922'53 YARDS SOUTH OF THE PATH TO THE HOUSE, 20 FEET WEST OF THE
 GA1922'CENTERLINE OF THE HIGHWAY, 31.5 FEET WEST OF A GATE, 25 FEET
 GA1922'EAST OF A 20-INCH WALNUT TREE, AND LEVEL WITH THE HIGHWAY.  A
 GA1922'STANDARD DISK, STAMPED H 114 1935 AND SET IN THE TOP OF A
 GA1922'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0688 ***********************************************************************
 GA0688  DESIGNATION -  H 115
 GA0688  PID         -  GA0688
 GA0688  STATE/COUNTY-  TN/GREENE
 GA0688  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA0688
 GA0688                         *CURRENT SURVEY CONTROL
 GA0688  ___________________________________________________________________
 GA0688* NAD 83(1986)-  36 05 39.     (N)    082 45 38.     (W)     SCALED    
 GA0688* NAVD 88     -       421.851  (meters)    1384.02   (feet)  ADJUSTED  
 GA0688  ___________________________________________________________________
 GA0688  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0688  DYNAMIC HT  -         421.445 (meters)    1382.69  (feet)  COMP
 GA0688  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 GA0688
 GA0688  VERT ORDER  -  SECOND    CLASS 0
 GA0688
 GA0688.The horizontal coordinates were scaled from a topographic map and have
 GA0688.an estimated accuracy of +/- 6 seconds.
 GA0688
 GA0688.The orthometric height was determined by differential leveling
 GA0688.and adjusted by the National Geodetic Survey in June 1991..
 GA0688
 GA0688.The geoid height was determined by GEOID03.
 GA0688
 GA0688.The dynamic height is computed by dividing the NAVD 88
 GA0688.geopotential number by the normal gravity value computed on the
 GA0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0688.degrees latitude (g = 980.6199 gals.).
 GA0688
 GA0688.The modeled gravity was interpolated from observed gravity values.
 GA0688
 GA0688;                    North         East    Units  Estimated Accuracy
 GA0688;SPC TN       -   200,190.      891,670.      MT  (+/- 180 meters Scaled)
 GA0688
 GA0688                          SUPERSEDED SURVEY CONTROL
 GA0688
 GA0688  NGVD 29 (??/??/92)  421.974  (m)         1384.43   (f) ADJ UNCH    2 0
 GA0688
 GA0688.Superseded values are not recommended for survey control.
 GA0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0688.See file dsdata.txt to determine how the superseded data were derived.
 GA0688
 GA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV415958(NAD 83)
 GA0688_MARKER: DB = BENCH MARK DISK
 GA0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0688_STAMPING: H 115 1935
 GA0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0688+STABILITY: SURFACE MOTION
 GA0688
 GA0688  HISTORY     - Date     Condition        Report By
 GA0688  HISTORY     - 1935     MONUMENTED       CGS
 GA0688  HISTORY     - 1935     GOOD             TVA
 GA0688
 GA0688                          STATION DESCRIPTION
 GA0688
 GA0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0688'2.1 MI SE FROM JONES BRIDGE.
 GA0688'2.1 MILES SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0688'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, AT THE J.C.
 GA0688'HARRISON RESIDENCE, 69.3 FEET WEST OF THE SOUTHWEST CORNER OF
 GA0688'THE HOUSE, 21.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 17.4
 GA0688'FEET EAST OF THE EAST CORNER OF THE CONCRETE BRIDGE OVER CAMP
 GA0688'CREEK, 17.2 FEET SOUTHEAST OF A 20-INCH HACKBERRY TREE, AND 1
 GA0688'FOOT LOWER THAN THE ROAD, 43.6 FEET SOUTHWEST OF SOUTH CORNER OF
 GA0688'CONCRETE RETAINING WALL AROUND SPRING.  A STANDARD DISK, STAMPED
 GA0688'H 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0688
 GA0688                          STATION RECOVERY (1935)
 GA0688
 GA0688'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1935
 GA0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0592 ***********************************************************************
 GA0592  DESIGNATION -  H 116
 GA0592  PID         -  GA0592
 GA0592  STATE/COUNTY-  TN/WASHINGTON
 GA0592  USGS QUAD   -  JONESBOROUGH (1968)
 GA0592
 GA0592                         *CURRENT SURVEY CONTROL
 GA0592  ___________________________________________________________________
 GA0592* NAD 83(1986)-  36 16 54.     (N)    082 29 00.     (W)     SCALED    
 GA0592* NAVD 88     -       509.246  (meters)    1670.75   (feet)  ADJUSTED  
 GA0592  ___________________________________________________________________
 GA0592  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0592  DYNAMIC HT  -         508.758 (meters)    1669.15  (feet)  COMP
 GA0592  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 GA0592
 GA0592  VERT ORDER  -  SECOND    CLASS 0
 GA0592
 GA0592.The horizontal coordinates were scaled from a topographic map and have
 GA0592.an estimated accuracy of +/- 6 seconds.
 GA0592
 GA0592.The orthometric height was determined by differential leveling
 GA0592.and adjusted by the National Geodetic Survey in June 1991..
 GA0592
 GA0592.The geoid height was determined by GEOID03.
 GA0592
 GA0592.The dynamic height is computed by dividing the NAVD 88
 GA0592.geopotential number by the normal gravity value computed on the
 GA0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0592.degrees latitude (g = 980.6199 gals.).
 GA0592
 GA0592.The modeled gravity was interpolated from observed gravity values.
 GA0592
 GA0592;                    North         East    Units  Estimated Accuracy
 GA0592;SPC TN       -   221,840.      915,870.      MT  (+/- 180 meters Scaled)
 GA0592
 GA0592                          SUPERSEDED SURVEY CONTROL
 GA0592
 GA0592  NGVD 29 (??/??/92)  509.381  (m)         1671.19   (f) ADJ UNCH    2 0
 GA0592
 GA0592.Superseded values are not recommended for survey control.
 GA0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0592.See file dsdata.txt to determine how the superseded data were derived.
 GA0592
 GA0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA667162(NAD 83)
 GA0592_MARKER: DB = BENCH MARK DISK
 GA0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0592_STAMPING: H 116 1935
 GA0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0592+STABILITY: SURFACE MOTION
 GA0592
 GA0592  HISTORY     - Date     Condition        Report By
 GA0592  HISTORY     - 1935     MONUMENTED       CGS
 GA0592  HISTORY     - 1939     MARK NOT FOUND   NGS
 GA0592
 GA0592                          STATION DESCRIPTION
 GA0592
 GA0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0592'1.2 MI SW FROM JONESBORO.
 GA0592'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 GA0592'AT JONESBORO, WASHINGTON COUNTY, 66 YARDS SOUTHEAST OF THE
 GA0592'JUNCTION OF U.S. HIGHWAY 11 E, 21 FEET NORTHEAST OF THE CENTERLINE
 GA0592'OF STATE HIGHWAY 81, 30 FEET NORTHWEST OF THE WEST CORNER OF A
 GA0592'BARN, 1.2 FEET SOUTHWEST OF A FENCE LINE, AND LEVEL WITH THE
 GA0592'HIGHWAY.  A STANDARD DISK, STAMPED H 116 1935 AND SET IN THE
 GA0592'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GA0592
 GA0592                          STATION RECOVERY (1939)
 GA0592
 GA0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GA0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1025 ***********************************************************************
 GA1025  DESIGNATION -  H 117
 GA1025  PID         -  GA1025
 GA1025  STATE/COUNTY-  TN/GREENE
 GA1025  USGS QUAD   -  GREENEVILLE (1961)
 GA1025
 GA1025                         *CURRENT SURVEY CONTROL
 GA1025  ___________________________________________________________________
 GA1025* NAD 83(1986)-  36 09 00.     (N)    082 50 01.     (W)     SCALED    
 GA1025* NAVD 88     -       450.661  (meters)    1478.54   (feet)  ADJUSTED  
 GA1025  ___________________________________________________________________
 GA1025  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA1025  DYNAMIC HT  -         450.231 (meters)    1477.13  (feet)  COMP
 GA1025  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 GA1025
 GA1025  VERT ORDER  -  SECOND    CLASS 0
 GA1025
 GA1025.The horizontal coordinates were scaled from a topographic map and have
 GA1025.an estimated accuracy of +/- 6 seconds.
 GA1025
 GA1025.The orthometric height was determined by differential leveling
 GA1025.and adjusted by the National Geodetic Survey in June 1991..
 GA1025
 GA1025.The geoid height was determined by GEOID03.
 GA1025
 GA1025.The dynamic height is computed by dividing the NAVD 88
 GA1025.geopotential number by the normal gravity value computed on the
 GA1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1025.degrees latitude (g = 980.6199 gals.).
 GA1025
 GA1025.The modeled gravity was interpolated from observed gravity values.
 GA1025
 GA1025;                    North         East    Units  Estimated Accuracy
 GA1025;SPC TN       -   206,170.      884,890.      MT  (+/- 180 meters Scaled)
 GA1025
 GA1025                          SUPERSEDED SURVEY CONTROL
 GA1025
 GA1025  NGVD 29 (??/??/92)  450.783  (m)         1478.94   (f) ADJ UNCH    2 0
 GA1025
 GA1025.Superseded values are not recommended for survey control.
 GA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1025.See file dsdata.txt to determine how the superseded data were derived.
 GA1025
 GA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA350021(NAD 83)
 GA1025_MARKER: DB = BENCH MARK DISK
 GA1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1025_STAMPING: H 117 1935
 GA1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1025+STABILITY: SURFACE MOTION
 GA1025
 GA1025  HISTORY     - Date     Condition        Report By
 GA1025  HISTORY     - 1935     MONUMENTED       CGS
 GA1025  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA1025
 GA1025                          STATION DESCRIPTION
 GA1025
 GA1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1025'1.1 MI S FROM GREENEVILLE.
 GA1025'1.1 MILES SOUTH ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1025'THE COURTHOUSE AT GREENEVILLE, GREENE COUNTY, 80 YARDS NORTH OF
 GA1025'A SERVICE STATION BEING USED AS A RESIDENCE BY HAROLD TWEED, 60
 GA1025'YARDS SOUTHEAST OF THE ROCK FOUNDATION OF A DEMOLISHED HOUSE,
 GA1025'9 YARDS NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 1-1/2 FEET
 GA1025'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H 117 1935 AND
 GA1025'SET IN THE TOP OF A CONCRETE POST.
 GA1025
 GA1025                          STATION RECOVERY (1961)
 GA1025
 GA1025'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0985 ***********************************************************************
 GA0985  DESIGNATION -  H 118
 GA0985  PID         -  GA0985
 GA0985  STATE/COUNTY-  TN/GREENE
 GA0985  USGS QUAD   -  CEDAR CREEK (1980)
 GA0985
 GA0985                         *CURRENT SURVEY CONTROL
 GA0985  ___________________________________________________________________
 GA0985* NAD 83(1986)-  36 05 22.     (N)    082 56 39.     (W)     SCALED    
 GA0985* NAVD 88     -       373.255  (meters)    1224.59   (feet)  ADJUSTED  
 GA0985  ___________________________________________________________________
 GA0985  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0985  DYNAMIC HT  -         372.901 (meters)    1223.43  (feet)  COMP
 GA0985  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 GA0985
 GA0985  VERT ORDER  -  SECOND    CLASS 0
 GA0985
 GA0985.The horizontal coordinates were scaled from a topographic map and have
 GA0985.an estimated accuracy of +/- 6 seconds.
 GA0985
 GA0985.The orthometric height was determined by differential leveling
 GA0985.and adjusted by the National Geodetic Survey in June 1991..
 GA0985
 GA0985.The geoid height was determined by GEOID03.
 GA0985
 GA0985.The dynamic height is computed by dividing the NAVD 88
 GA0985.geopotential number by the normal gravity value computed on the
 GA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0985.degrees latitude (g = 980.6199 gals.).
 GA0985
 GA0985.The modeled gravity was interpolated from observed gravity values.
 GA0985
 GA0985;                    North         East    Units  Estimated Accuracy
 GA0985;SPC TN       -   199,140.      875,160.      MT  (+/- 180 meters Scaled)
 GA0985
 GA0985                          SUPERSEDED SURVEY CONTROL
 GA0985
 GA0985  NGVD 29 (??/??/92)  373.404  (m)         1225.08   (f) ADJ UNCH    2 0
 GA0985
 GA0985.Superseded values are not recommended for survey control.
 GA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0985.See file dsdata.txt to determine how the superseded data were derived.
 GA0985
 GA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV249956(NAD 83)
 GA0985_MARKER: DB = BENCH MARK DISK
 GA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0985_STAMPING: H 118 1935
 GA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0985+STABILITY: SURFACE MOTION
 GA0985
 GA0985  HISTORY     - Date     Condition        Report By
 GA0985  HISTORY     - 1935     MONUMENTED       CGS
 GA0985
 GA0985                          STATION DESCRIPTION
 GA0985
 GA0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0985'4.2 MI NE FROM CANEY BRANCH.
 GA0985'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0985'AT CANEY BRANCH, GREENE COUNTY, AT THE E.J. GASS RESIDENCE, 24
 GA0985'YARDS SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 7 YARDS
 GA0985'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15 YARDS NORTHWEST
 GA0985'OF A 32 INCH WILLOW TREE, AND 3 FEET LOWER THAN THE HIGHWAY.  A
 GA0985'STANDARD DISK, STAMPED H 118 1935 AND SET IN THE TOP OF A
 GA0985'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1933 ***********************************************************************
 GA1933  DESIGNATION -  H 119
 GA1933  PID         -  GA1933
 GA1933  STATE/COUNTY-  TN/GREENE
 GA1933  USGS QUAD   -  SPRINGVALE (1980)
 GA1933
 GA1933                         *CURRENT SURVEY CONTROL
 GA1933  ___________________________________________________________________
 GA1933* NAD 83(1986)-  36 08 48.     (N)    083 08 37.     (W)     SCALED    
 GA1933* NAVD 88     -       324.286  (meters)    1063.93   (feet)  ADJUSTED  
 GA1933  ___________________________________________________________________
 GA1933  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1933  DYNAMIC HT  -         323.985 (meters)    1062.94  (feet)  COMP
 GA1933  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 GA1933
 GA1933  VERT ORDER  -  SECOND    CLASS 0
 GA1933
 GA1933.The horizontal coordinates were scaled from a topographic map and have
 GA1933.an estimated accuracy of +/- 6 seconds.
 GA1933
 GA1933.The orthometric height was determined by differential leveling
 GA1933.and adjusted by the National Geodetic Survey in June 1991..
 GA1933
 GA1933.The geoid height was determined by GEOID03.
 GA1933
 GA1933.The dynamic height is computed by dividing the NAVD 88
 GA1933.geopotential number by the normal gravity value computed on the
 GA1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1933.degrees latitude (g = 980.6199 gals.).
 GA1933
 GA1933.The modeled gravity was interpolated from observed gravity values.
 GA1933
 GA1933;                    North         East    Units  Estimated Accuracy
 GA1933;SPC TN       -   204,940.      857,020.      MT  (+/- 180 meters Scaled)
 GA1933
 GA1933                          SUPERSEDED SURVEY CONTROL
 GA1933
 GA1933  NGVD 29 (??/??/92)  324.440  (m)         1064.43   (f) ADJ UNCH    2 0
 GA1933
 GA1933.Superseded values are not recommended for survey control.
 GA1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1933.See file dsdata.txt to determine how the superseded data were derived.
 GA1933
 GA1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA071023(NAD 83)
 GA1933_MARKER: DB = BENCH MARK DISK
 GA1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1933_STAMPING: H 119 1935
 GA1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1933+STABILITY: SURFACE MOTION
 GA1933
 GA1933  HISTORY     - Date     Condition        Report By
 GA1933  HISTORY     - 1935     MONUMENTED       CGS
 GA1933
 GA1933                          STATION DESCRIPTION
 GA1933
 GA1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1933'AT BEULAH.
 GA1933'AT BEULAH, ON THE MOHAWK ROAD, 333 YARDS EAST OF THE INTERSECTION
 GA1933'OF THE WHITESBURG ROAD, ON THE FRONT LAWN OF THE BEULAH CHURCH,
 GA1933'20 YARDS NORTH OF THE CENTERLINE OF THE ROAD, 13 YARDS NORTH OF
 GA1933'A 13-INCH MAPLE TREE, 2 YARDS EAST OF THE SOUTHEAST CORNER
 GA1933'OF THE CHURCH BUILDING, AND LEVEL WITH THE ROAD, 7 FEET NORTHEAST
 GA1933'OF SOUTHEAST CORNER OF CHURCH, AND 1.9 FEET SOUTHEAST OF SOUTHEAST
 GA1933'SIDE OF CHURCH.  A STANDARD DISK, STAMPED H 119 1935 AND SET IN
 GA1933'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1113 ***********************************************************************
 FB1113  DESIGNATION -  H 121
 FB1113  PID         -  FB1113
 FB1113  STATE/COUNTY-  TN/COCKE
 FB1113  USGS QUAD   -  PAINT ROCK (1991)
 FB1113
 FB1113                         *CURRENT SURVEY CONTROL
 FB1113  ___________________________________________________________________
 FB1113* NAD 83(1986)-  35 57 56.     (N)    082 55 51.     (W)     SCALED    
 FB1113* NAVD 88     -       521.60   (+/-2cm)    1711.3    (feet)  VERTCON   
 FB1113  ___________________________________________________________________
 FB1113  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB1113
 FB1113  VERT ORDER  -  ? (See Below)
 FB1113
 FB1113.The horizontal coordinates were scaled from a topographic map and have
 FB1113.an estimated accuracy of +/- 6 seconds.
 FB1113
 FB1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1113.The vertical order pertains to the NGVD 29 superseded value.
 FB1113
 FB1113.The geoid height was determined by GEOID03.
 FB1113
 FB1113;                    North         East    Units  Estimated Accuracy
 FB1113;SPC TN       -   185,430.      876,790.      MT  (+/- 180 meters Scaled)
 FB1113
 FB1113                          SUPERSEDED SURVEY CONTROL
 FB1113
 FB1113  NGVD 29 (??/??/92)  521.733  (m)         1711.72   (f) ADJ UNCH    ?  
 FB1113
 FB1113.Superseded values are not recommended for survey control.
 FB1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1113.See file dsdata.txt to determine how the superseded data were derived.
 FB1113
 FB1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV258818(NAD 83)
 FB1113_MARKER: DB = BENCH MARK DISK
 FB1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1113_STAMPING: H 121 1935
 FB1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1113+STABILITY: SURFACE MOTION
 FB1113
 FB1113  HISTORY     - Date     Condition        Report By
 FB1113  HISTORY     - 1935     MONUMENTED       CGS
 FB1113  HISTORY     - 1955     GOOD             NGS
 FB1113
 FB1113                          STATION DESCRIPTION
 FB1113
 FB1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1113'7.3 MI NE FROM WOLF CREEK.
 FB1113'7.3 MILES NORTHEAST ALONG THE COVE CREEK ROAD FROM WOLF CREEK,
 FB1113'COCKE COUNTY, 600 FEET NORTHWEST OF THE JOE MC CHAY RESIDENCE, ON
 FB1113'THE C.N. CHANDLER PROPERTY, 200 FEET SOUTHWEST OF THE CHANDLER
 FB1113'HOUSE, 34 FEET EAST OF THE SOUTH END OF A GALVANIZED-IRON PIPE
 FB1113'CULVERT UNDER THE ROAD, AT THE JUNCTION OF A FIELD ROAD, 18 FEET
 FB1113'WEST OF THE FIELD ROAD, 12 FEET SOUTH OF THE COVE CREEK ROAD,
 FB1113'9.8 FEET WEST OF A RAIL FENCE CORNER, AND 2 FEET NORTH OF THE RAIL
 FB1113'FENCE.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 FB1113'NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1240 ***********************************************************************
 FZ1240  DESIGNATION -  H 123
 FZ1240  PID         -  FZ1240
 FZ1240  STATE/COUNTY-  TN/JOHNSON
 FZ1240  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1240
 FZ1240                         *CURRENT SURVEY CONTROL
 FZ1240  ___________________________________________________________________
 FZ1240* NAD 83(1986)-  36 32 08.     (N)    081 53 46.     (W)     SCALED    
 FZ1240* NAVD 88     -       861.299  (meters)    2825.78   (feet)  ADJUSTED  
 FZ1240  ___________________________________________________________________
 FZ1240  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1240  DYNAMIC HT  -         860.462 (meters)    2823.03  (feet)  COMP
 FZ1240  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 FZ1240
 FZ1240  VERT ORDER  -  SECOND    CLASS 0
 FZ1240
 FZ1240.The horizontal coordinates were scaled from a topographic map and have
 FZ1240.an estimated accuracy of +/- 6 seconds.
 FZ1240
 FZ1240.The orthometric height was determined by differential leveling
 FZ1240.and adjusted by the National Geodetic Survey in June 1991..
 FZ1240
 FZ1240.The geoid height was determined by GEOID03.
 FZ1240
 FZ1240.The dynamic height is computed by dividing the NAVD 88
 FZ1240.geopotential number by the normal gravity value computed on the
 FZ1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1240.degrees latitude (g = 980.6199 gals.).
 FZ1240
 FZ1240.The modeled gravity was interpolated from observed gravity values.
 FZ1240
 FZ1240;                    North         East    Units  Estimated Accuracy
 FZ1240;SPC TN       -   252,050.      967,410.      MT  (+/- 180 meters Scaled)
 FZ1240
 FZ1240                          SUPERSEDED SURVEY CONTROL
 FZ1240
 FZ1240  NGVD 29 (??/??/92)  861.387  (m)         2826.07   (f) ADJ UNCH    2 0
 FZ1240
 FZ1240.Superseded values are not recommended for survey control.
 FZ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1240.See file dsdata.txt to determine how the superseded data were derived.
 FZ1240
 FZ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA197437(NAD 83)
 FZ1240_MARKER: DB = BENCH MARK DISK
 FZ1240_SETTING: 80 = SET IN A BOULDER
 FZ1240_STAMPING: H 123 1935
 FZ1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1240+STABILITY: SURFACE MOTION
 FZ1240
 FZ1240  HISTORY     - Date     Condition        Report By
 FZ1240  HISTORY     - 1934     MONUMENTED       CGS
 FZ1240
 FZ1240                          STATION DESCRIPTION
 FZ1240
 FZ1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1240'0.9 MI SW FROM CRANDULL.
 FZ1240'0.9 MILE SOUTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM THE
 FZ1240'BOLLING STORE AT CRANDULL, JOHNSON COUNTY, AT A
 FZ1240'ROAD JUNCTION, 60 FEET WEST OF THE CENTERLINE OF THE SIDE ROAD,
 FZ1240'15-1/2 FEET NORTH OF THE CENTERLINE OF THE BEAVERDAM CREEK ROAD,
 FZ1240'35 FEET WEST OF THE CENTERLINE OF A ROAD LEADING TO THE L.M.
 FZ1240'HUTCHINSON RESIDENCE, IN THE TOP OF A SANDSTONE BOULDER, AND 4
 FZ1240'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1334 ***********************************************************************
 FB1334  DESIGNATION -  H 125
 FB1334  PID         -  FB1334
 FB1334  STATE/COUNTY-  TN/COCKE
 FB1334  USGS QUAD   -  HARTFORD (1968)
 FB1334
 FB1334                         *CURRENT SURVEY CONTROL
 FB1334  ___________________________________________________________________
 FB1334* NAD 83(1986)-  35 48 11.     (N)    083 11 15.     (W)     SCALED    
 FB1334* NAVD 88     -       418.31   (+/-2cm)    1372.4    (feet)  VERTCON   
 FB1334  ___________________________________________________________________
 FB1334  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FB1334
 FB1334  VERT ORDER  -  ? (See Below)
 FB1334
 FB1334.The horizontal coordinates were scaled from a topographic map and have
 FB1334.an estimated accuracy of +/- 6 seconds.
 FB1334
 FB1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1334.The vertical order pertains to the NGVD 29 superseded value.
 FB1334
 FB1334.The geoid height was determined by GEOID03.
 FB1334
 FB1334;                    North         East    Units  Estimated Accuracy
 FB1334;SPC TN       -   166,720.      854,170.      MT  (+/- 180 meters Scaled)
 FB1334
 FB1334                          SUPERSEDED SURVEY CONTROL
 FB1334
 FB1334  NGVD 29 (??/??/92)  418.457  (m)         1372.89   (f) ADJ UNCH    ?  
 FB1334
 FB1334.Superseded values are not recommended for survey control.
 FB1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1334.See file dsdata.txt to determine how the superseded data were derived.
 FB1334
 FB1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV023643(NAD 83)
 FB1334_MARKER: DB = BENCH MARK DISK
 FB1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1334_STAMPING: H 125 1935
 FB1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1334+STABILITY: SURFACE MOTION
 FB1334
 FB1334  HISTORY     - Date     Condition        Report By
 FB1334  HISTORY     - 1935     MONUMENTED       CGS
 FB1334  HISTORY     - 1955     GOOD             NGS
 FB1334
 FB1334                          STATION DESCRIPTION
 FB1334
 FB1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1334'2.3 MI W FROM HARTFORD.
 FB1334'2.3 MILES WEST ALONG THE NEWPORT ROAD FROM HARTFORD, COCKE
 FB1334'COUNTY, 0.9 MILE SOUTHWEST ALONG THE GROUNDHOG CREEK ROAD, ON
 FB1334'THE PROPERTY OF ROSCOE LINDSEY, 270 FEET NORTH OF THE HOUSE,
 FB1334'50 FEET WEST OF AN OLD ROAD LEADING TO THE HOUSE, 37.2 FEET
 FB1334'SOUTHEAST OF THE SOUTHWEST CORNER OF A BARN, 36.5 FEET NORTHWEST
 FB1334'OF A POWERLINE POLE MARKED WITH NAIL AND BOTTLE CAP, 25 FEET
 FB1334'SOUTHWEST OF A 30-INCH BEECH TREE, 18 FEET NORTHWEST OF THE
 FB1334'ROAD, 12.9 FEET NORTHEAST OF A FENCE CORNER, 10 FEET NORTHWEST
 FB1334'OF A STEEL POST WITH A CONTROL MARKER SIGN, 1 FOOT EAST OF A
 FB1334'WIRE FENCE, AND ON A BANK 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 FB1334'DISK, STAMPED H 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1349 ***********************************************************************
 FB1349  DESIGNATION -  H 126
 FB1349  PID         -  FB1349
 FB1349  STATE/COUNTY-  TN/COCKE
 FB1349  USGS QUAD   -  WATERVILLE (1968)
 FB1349
 FB1349                         *CURRENT SURVEY CONTROL
 FB1349  ___________________________________________________________________
 FB1349* NAD 83(1986)-  35 49 25.     (N)    083 04 21.     (W)     SCALED    
 FB1349* NAVD 88     -       625.37   (+/-2cm)    2051.7    (feet)  VERTCON   
 FB1349  ___________________________________________________________________
 FB1349  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FB1349
 FB1349  VERT ORDER  -  ? (See Below)
 FB1349
 FB1349.The horizontal coordinates were scaled from a topographic map and have
 FB1349.an estimated accuracy of +/- 6 seconds.
 FB1349
 FB1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1349.The vertical order pertains to the NGVD 29 superseded value.
 FB1349
 FB1349.The geoid height was determined by GEOID03.
 FB1349
 FB1349;                    North         East    Units  Estimated Accuracy
 FB1349;SPC TN       -   169,300.      864,490.      MT  (+/- 180 meters Scaled)
 FB1349
 FB1349                          SUPERSEDED SURVEY CONTROL
 FB1349
 FB1349  NGVD 29 (??/??/92)  625.493  (m)         2052.14   (f) ADJ UNCH    ?  
 FB1349
 FB1349.Superseded values are not recommended for survey control.
 FB1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1349.See file dsdata.txt to determine how the superseded data were derived.
 FB1349
 FB1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV127663(NAD 83)
 FB1349_MARKER: DB = BENCH MARK DISK
 FB1349_SETTING: 66 = SET IN ROCK OUTCROP
 FB1349_SP_SET: ROCK OUTCROP
 FB1349_STAMPING: H 126 1935
 FB1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1349+STABILITY: POSITION/ELEVATION WELL
 FB1349
 FB1349  HISTORY     - Date     Condition        Report By
 FB1349  HISTORY     - 1935     MONUMENTED       CGS
 FB1349  HISTORY     - 1949     GOOD             NGS
 FB1349
 FB1349                          STATION DESCRIPTION
 FB1349
 FB1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1349'3.8 MI SE FROM RAVEN BRANCH.
 FB1349'3.8 MILES SOUTHEAST OF RAVEN BRANCH, COCKE COUNTY, ON THE GULF
 FB1349'FORK ROAD, 450 FEET NORTHEAST OF THE JERRY RATHBOURNE HOUSE,
 FB1349'100 FEET SOUTHEAST OF A LOG CRIB, 91 FEET NORTHWEST OF A 10-INCH
 FB1349'MAPLE TREE MARKED WITH NAIL AND BOTTLE CAP, 60 FEET NORTHEAST
 FB1349'OF GULF FORK, 46.6 FEET NORTHWEST OF A 6-INCH POPLAR TREE
 FB1349'MARKED WITH NAIL AND BOTTLE CAP, 40 FEET NORTHWEST OF A BEND
 FB1349'IN THE ROAD, 33 FEET NORTHWEST OF THE INTERSECTION OF A PATH,
 FB1349'6 FEET NORTHEAST OF THE ROAD, 19.4 FEET NORTHEAST OF A STEEL
 FB1349'POST WITH A CONTROL MARKER SIGN, IN THE FACE OF A ROCK OUTCROP,
 FB1349'AND 3 FEET ABOVE THE ROAD.  A STANDARD DISK, STAMPED H 126 1935
 FB1349'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2055 ***********************************************************************
 FB2055  DESIGNATION -  H 127
 FB2055  PID         -  FB2055
 FB2055  STATE/COUNTY-  TN/SEVIER
 FB2055  USGS QUAD   -  GATLINBURG (1979)
 FB2055
 FB2055                         *CURRENT SURVEY CONTROL
 FB2055  ___________________________________________________________________
 FB2055* NAD 83(1986)-  35 44 18.     (N)    083 36 57.     (W)     SCALED    
 FB2055* NAVD 88     -       425.35   (+/-2cm)    1395.5    (feet)  VERTCON   
 FB2055  ___________________________________________________________________
 FB2055  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB2055
 FB2055  VERT ORDER  -  ? (See Below)
 FB2055
 FB2055.The horizontal coordinates were scaled from a topographic map and have
 FB2055.an estimated accuracy of +/- 6 seconds.
 FB2055
 FB2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2055.The vertical order pertains to the NGVD 29 superseded value.
 FB2055
 FB2055.The geoid height was determined by GEOID03.
 FB2055
 FB2055;                    North         East    Units  Estimated Accuracy
 FB2055;SPC TN       -   158,510.      815,640.      MT  (+/- 180 meters Scaled)
 FB2055
 FB2055                          SUPERSEDED SURVEY CONTROL
 FB2055
 FB2055  NGVD 29 (??/??/92)  425.444  (m)         1395.81   (f) ADJ UNCH    ?  
 FB2055
 FB2055.Superseded values are not recommended for survey control.
 FB2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2055.See file dsdata.txt to determine how the superseded data were derived.
 FB2055
 FB2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV634580(NAD 83)
 FB2055_MARKER: DB = BENCH MARK DISK
 FB2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2055_STAMPING: H 127 1935
 FB2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2055+STABILITY: SURFACE MOTION
 FB2055
 FB2055  HISTORY     - Date     Condition        Report By
 FB2055  HISTORY     - 1935     MONUMENTED       CGS
 FB2055
 FB2055                          STATION DESCRIPTION
 FB2055
 FB2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2055'0.9 MI NE FROM HATCHERTOWN.
 FB2055'0.9 MILE NORTHEAST (AIR LINE) FROM HATCHERTOWN, 0.2 MILE EAST
 FB2055'OF WEAR VALLEY, ON THE WEAR VALLEY ROAD, 500 FEET NORTHWEST OF
 FB2055'A LARGE BARN, OPPOSITE THE JUNCTION OF A Y-ROAD LEADING NORTHEAST,
 FB2055'42 FEET NORTH OF THE INTERSECTION OF MC CLURE BRANCH, 10 FEET
 FB2055'WEST OF THE ROAD, 15.4 FEET SOUTHWEST OF AN 18-INCH OAK TREE,
 FB2055'12.6 FEET NORTHEAST OF A 12-INCH SYCAMORE TREE, IN THE NORTHEAST
 FB2055'CORNER OF A HOGPEN, AND 1-FOOT WEST OF A WIRE FENCE.  A STANDARD
 FB2055'DISK, STAMPED H 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0771 ***********************************************************************
 GD0771  DESIGNATION -  H 13
 GD0771  PID         -  GD0771
 GD0771  STATE/COUNTY-  TN/OBION
 GD0771  USGS QUAD   -  HORNBEAK (1983)
 GD0771
 GD0771                         *CURRENT SURVEY CONTROL
 GD0771  ___________________________________________________________________
 GD0771* NAD 83(1986)-  36 20 35.     (N)    089 18 31.     (W)     SCALED    
 GD0771* NAVD 88     -       143.216  (meters)     469.87   (feet)  ADJUSTED  
 GD0771  ___________________________________________________________________
 GD0771  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0771  DYNAMIC HT  -         143.098 (meters)     469.48  (feet)  COMP
 GD0771  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 GD0771
 GD0771  VERT ORDER  -  SECOND    CLASS 0
 GD0771
 GD0771.The horizontal coordinates were scaled from a topographic map and have
 GD0771.an estimated accuracy of +/- 6 seconds.
 GD0771
 GD0771.The orthometric height was determined by differential leveling
 GD0771.and adjusted by the National Geodetic Survey in June 1991..
 GD0771
 GD0771.The geoid height was determined by GEOID03.
 GD0771
 GD0771.The dynamic height is computed by dividing the NAVD 88
 GD0771.geopotential number by the normal gravity value computed on the
 GD0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0771.degrees latitude (g = 980.6199 gals.).
 GD0771
 GD0771.The modeled gravity was interpolated from observed gravity values.
 GD0771
 GD0771;                    North         East    Units  Estimated Accuracy
 GD0771;SPC TN       -   228,000.      303,040.      MT  (+/- 180 meters Scaled)
 GD0771
 GD0771                          SUPERSEDED SURVEY CONTROL
 GD0771
 GD0771  NGVD 29 (??/??/??)  143.162  (m)          469.69   (f) ADJUSTED    2 0
 GD0771
 GD0771.Superseded values are not recommended for survey control.
 GD0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0771.See file dsdata.txt to determine how the superseded data were derived.
 GD0771
 GD0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF928244(NAD 83)
 GD0771_MARKER: DB = BENCH MARK DISK
 GD0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0771_STAMPING: H 13 1935
 GD0771_MARK LOGO: CGS   
 GD0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0771+STABILITY: SURFACE MOTION
 GD0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0771+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2002
 GD0771
 GD0771  HISTORY     - Date     Condition        Report By
 GD0771  HISTORY     - 1935     MONUMENTED       CGS
 GD0771  HISTORY     - 20000429 GOOD             USE
 GD0771  HISTORY     - 20020731 GOOD             USACE
 GD0771
 GD0771                          STATION DESCRIPTION
 GD0771
 GD0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0771'1.2 MI W FROM HORNBEAK.
 GD0771'1.2 MILES WEST ALONG STATE HIGHWAY 21 FROM HORNBEAK, OBION
 GD0771'COUNTY, AT THE TOP OF A RISE, AT THE WEST END OF A CURVE, AT THE
 GD0771'SOUTHEAST CORNER OF THE YARD OF A ONE-STORY HOUSE, 36 FEET NORTH
 GD0771'OF THE CENTERLINE OF THE HIGHWAY, 21 FEET EAST OF THE HOUSE, AND
 GD0771'12 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED H 13
 GD0771'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0771
 GD0771                          STATION RECOVERY (2000)
 GD0771
 GD0771'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0771'THE STATION IS LOCATED 1.2 MI (1.9 KM) WEST OF HORNBENK, TENNESSEE. TO
 GD0771'REACH THE STATION FROM THE POINT WHERE STATE HIGHWAY 21 MAKES A 90
 GD0771'DEGREE TURN TO THE WEST IN HORNBENK, TENNESSEE PROCEED 2.8 MI (4.5 KM)
 GD0771'WEST ALONG STATE HIGHWAY 21 AND THE MARK ON THE RIGHT.  THE STATION IS
 GD0771'35.5 FT (10.8 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 21, 13 FT
 GD0771'(4.0 M) EAST OF THE EAST EDGE OF AN ASPHALT DRIVEWAY LEADING TO A 2
 GD0771'STORY STONEHOUSE AT 4268 HIGHWAY 21, 6.7 FT (2.0 M) NORTHWEST OF A
 GD0771'POWERPOLE AND WITNESS POST AND 8.5 FT (2.6 M) NNW OF A FENCE CORNER
 GD0771'POST.  A STANDARD DISK STAMPED H 13 1935 AND SET IN THE TOP OF A
 GD0771'CONCRETE POST PROJECTING 3 INCHES.  YOU CAN GET THERE BY CAR.  MAY
 GD0771'HOLD WELL, BUT SUBJECT TO GROUND MOVEMENT.  MONUMENT DOES CONTAIN
 GD0771'MAGNETIC MATERIAL.  DESCRIBED BY JAMES M HAMRA, USACE MEMPHIS.
 GD0771
 GD0771                          STATION RECOVERY (2002)
 GD0771
 GD0771'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0446 ***********************************************************************
 FC0446  DESIGNATION -  H 131
 FC0446  PID         -  FC0446
 FC0446  STATE/COUNTY-  TN/BRADLEY
 FC0446  USGS QUAD   -  MC DONALD (1976)
 FC0446
 FC0446                         *CURRENT SURVEY CONTROL
 FC0446  ___________________________________________________________________
 FC0446* NAD 83(1986)-  35 04 32.     (N)    084 54 51.     (W)     SCALED    
 FC0446* NAVD 88     -       278.784  (meters)     914.64   (feet)  ADJUSTED  
 FC0446  ___________________________________________________________________
 FC0446  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC0446  DYNAMIC HT  -         278.506 (meters)     913.73  (feet)  COMP
 FC0446  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 FC0446
 FC0446  VERT ORDER  -  FIRST     CLASS I
 FC0446
 FC0446.The horizontal coordinates were scaled from a topographic map and have
 FC0446.an estimated accuracy of +/- 6 seconds.
 FC0446
 FC0446.The orthometric height was determined by differential leveling
 FC0446.and adjusted by the National Geodetic Survey in June 1991..
 FC0446
 FC0446.The geoid height was determined by GEOID03.
 FC0446
 FC0446.The dynamic height is computed by dividing the NAVD 88
 FC0446.geopotential number by the normal gravity value computed on the
 FC0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0446.degrees latitude (g = 980.6199 gals.).
 FC0446
 FC0446.The modeled gravity was interpolated from observed gravity values.
 FC0446
 FC0446;                    North         East    Units  Estimated Accuracy
 FC0446;SPC TN       -    82,900.      699,030.      MT  (+/- 180 meters Scaled)
 FC0446
 FC0446                          SUPERSEDED SURVEY CONTROL
 FC0446
 FC0446  NGVD 29 (??/??/92)  278.780  (m)          914.63   (f) ADJ UNCH    1 1
 FC0446
 FC0446.Superseded values are not recommended for survey control.
 FC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0446.See file dsdata.txt to determine how the superseded data were derived.
 FC0446
 FC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD901834(NAD 83)
 FC0446_MARKER: DB = BENCH MARK DISK
 FC0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0446_STAMPING: H 131 1936
 FC0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0446+STABILITY: SURFACE MOTION
 FC0446
 FC0446  HISTORY     - Date     Condition        Report By
 FC0446  HISTORY     - 1936     MONUMENTED       CGS
 FC0446  HISTORY     - 1968     GOOD             NGS
 FC0446
 FC0446                          STATION DESCRIPTION
 FC0446
 FC0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0446'5.9 MI SW FROM CLEVELAND.
 FC0446'ABOUT 5.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0446'STATION AT CLEVELAND, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 6,
 FC0446'IN THE EAST CORNER OF A BARNYARD, 41 1/2 FEET WEST OF THE CENTER
 FC0446'OF A PRIVATE FARM ROAD CROSSING, 33 FEET SOUTHWEST OF THE CENTER
 FC0446'LINE OF THE ROAD, 22.8 FEET NORTHWEST OF THE NORTHWEST RAIL,
 FC0446'8 1/2 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE LINE, 0.7 FOOT
 FC0446'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 FC0446'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1 INCH
 FC0446'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2011 ***********************************************************************
 FB2011  DESIGNATION -  H 132
 FB2011  PID         -  FB2011
 FB2011  STATE/COUNTY-  TN/BLOUNT
 FB2011  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2011
 FB2011                         *CURRENT SURVEY CONTROL
 FB2011  ___________________________________________________________________
 FB2011* NAD 83(1986)-  35 41 06.     (N)    083 55 56.     (W)     SCALED    
 FB2011* NAVD 88     -       322.78   (+/-2cm)    1059.0    (feet)  VERTCON   
 FB2011  ___________________________________________________________________
 FB2011  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB2011
 FB2011  VERT ORDER  -  ? (See Below)
 FB2011
 FB2011.The horizontal coordinates were scaled from a topographic map and have
 FB2011.an estimated accuracy of +/- 6 seconds.
 FB2011
 FB2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2011.The vertical order pertains to the NGVD 29 superseded value.
 FB2011
 FB2011.The geoid height was determined by GEOID03.
 FB2011
 FB2011;                    North         East    Units  Estimated Accuracy
 FB2011;SPC TN       -   151,940.      787,150.      MT  (+/- 180 meters Scaled)
 FB2011
 FB2011                          SUPERSEDED SURVEY CONTROL
 FB2011
 FB2011  NGVD 29 (??/??/92)  322.888  (m)         1059.34   (f) ADJ UNCH    ?  
 FB2011
 FB2011.Superseded values are not recommended for survey control.
 FB2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2011.See file dsdata.txt to determine how the superseded data were derived.
 FB2011
 FB2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV346529(NAD 83)
 FB2011_MARKER: DB = BENCH MARK DISK
 FB2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2011_STAMPING: H 132 1935
 FB2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2011+STABILITY: SURFACE MOTION
 FB2011
 FB2011  HISTORY     - Date     Condition        Report By
 FB2011  HISTORY     - 1935     MONUMENTED       CGS
 FB2011
 FB2011                          STATION DESCRIPTION
 FB2011
 FB2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2011'5 MI SE FROM MARYVILLE.
 FB2011'5 MILES SOUTHEAST (AIRLINE) FROM MARYVILLE, 1.2 MILES SOUTH
 FB2011'ALONG OLD PINEY ROAD FROM BLOCKHOUSE, AT OLD PINEY CHURCH, 100
 FB2011'FEET NORTHEAST OF A SMALL CLEARED PINE GROVE, 100 FEET SOUTHEAST
 FB2011'OF THE EDGE OF THE CEMETERY, 73.0 FEET NORTH-NORTHEAST OF AN
 FB2011'18-INCH PINE TREE, 66.3 FEET NORTHEAST OF A 10-INCH PERSIMMON
 FB2011'TREE, AND 4.7 FEET SOUTHWEST OF THE SOUTHWEST END OF OLD PINEY
 FB2011'CHURCH.  A STANDARD DISK, STAMPED H 132 1935 AND SET IN THE TOP
 FB2011'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0145 ***********************************************************************
 FC0145  DESIGNATION -  H 133
 FC0145  PID         -  FC0145
 FC0145  STATE/COUNTY-  TN/ROANE
 FC0145  USGS QUAD   -  CAVE CREEK (1989)
 FC0145
 FC0145                         *CURRENT SURVEY CONTROL
 FC0145  ___________________________________________________________________
 FC0145* NAD 83(1986)-  35 50 59.     (N)    084 25 32.     (W)     SCALED    
 FC0145* NAVD 88     -       275.371  (meters)     903.45   (feet)  ADJUSTED  
 FC0145  ___________________________________________________________________
 FC0145  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0145  DYNAMIC HT  -         275.110 (meters)     902.59  (feet)  COMP
 FC0145  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FC0145
 FC0145  VERT ORDER  -  SECOND    CLASS 0
 FC0145
 FC0145.The horizontal coordinates were scaled from a topographic map and have
 FC0145.an estimated accuracy of +/- 6 seconds.
 FC0145
 FC0145.The orthometric height was determined by differential leveling
 FC0145.and adjusted by the National Geodetic Survey in June 1991..
 FC0145
 FC0145.The geoid height was determined by GEOID03.
 FC0145
 FC0145.The dynamic height is computed by dividing the NAVD 88
 FC0145.geopotential number by the normal gravity value computed on the
 FC0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0145.degrees latitude (g = 980.6199 gals.).
 FC0145
 FC0145.The modeled gravity was interpolated from observed gravity values.
 FC0145
 FC0145;                    North         East    Units  Estimated Accuracy
 FC0145;SPC TN       -   169,390.      742,210.      MT  (+/- 180 meters Scaled)
 FC0145
 FC0145                          SUPERSEDED SURVEY CONTROL
 FC0145
 FC0145  NGVD 29 (??/??/92)  275.480  (m)          903.80   (f) ADJ UNCH    2 0
 FC0145
 FC0145.Superseded values are not recommended for survey control.
 FC0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0145.See file dsdata.txt to determine how the superseded data were derived.
 FC0145
 FC0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE324703(NAD 83)
 FC0145_MARKER: DD = SURVEY DISK
 FC0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0145_STAMPING: H 133 1936
 FC0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0145+STABILITY: SURFACE MOTION
 FC0145
 FC0145  HISTORY     - Date     Condition        Report By
 FC0145  HISTORY     - 1936     MONUMENTED       TVA
 FC0145  HISTORY     - 1968     MARK NOT FOUND   TVA
 FC0145  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FC0145
 FC0145                          STATION DESCRIPTION
 FC0145
 FC0145'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0145'5.8 MI E FROM KINGSTON.
 FC0145'5.8 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 FC0145'AT KINGSTON, ROANE COUNTY, AT THE JUNCTION OF THE BRADBERRY
 FC0145'ROAD, OPPOSITE THE P.B. CHANDLEY SERVICE STATION, 125 FEET
 FC0145'WEST OF THE ROAD, 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FC0145'18 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GRIST MILL, AND
 FC0145'8 FEET SOUTHEAST OF A CULVERT.  A TENNESSEE VALLEY AUTHORITY
 FC0145'STANDARD DISK, STAMPED H 133 1936 AND SET IN THE TOP OF A
 FC0145'CONCRETE POST.
 FC0145
 FC0145                          STATION RECOVERY (1968)
 FC0145
 FC0145'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 FC0145'MARK NOT FOUND.
 FC0145
 FC0145                          STATION RECOVERY (1969)
 FC0145
 FC0145'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FC0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0710 ***********************************************************************
 GD0710  DESIGNATION -  H 134
 GD0710  PID         -  GD0710
 GD0710  STATE/COUNTY-  TN/LAKE
 GD0710  USGS QUAD   -  TIPTONVILLE (1981)
 GD0710
 GD0710                         *CURRENT SURVEY CONTROL
 GD0710  ___________________________________________________________________
 GD0710* NAD 83(1986)-  36 27 48.     (N)    089 25 04.     (W)     SCALED    
 GD0710* NAVD 88     -        91.602  (meters)     300.53   (feet)  ADJUSTED  
 GD0710  ___________________________________________________________________
 GD0710  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0710  DYNAMIC HT  -          91.529 (meters)     300.29  (feet)  COMP
 GD0710  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 GD0710
 GD0710  VERT ORDER  -  FIRST     CLASS I
 GD0710
 GD0710.The horizontal coordinates were scaled from a topographic map and have
 GD0710.an estimated accuracy of +/- 6 seconds.
 GD0710
 GD0710.The orthometric height was determined by differential leveling
 GD0710.and adjusted by the National Geodetic Survey in June 1991..
 GD0710
 GD0710.The geoid height was determined by GEOID03.
 GD0710
 GD0710.The dynamic height is computed by dividing the NAVD 88
 GD0710.geopotential number by the normal gravity value computed on the
 GD0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0710.degrees latitude (g = 980.6199 gals.).
 GD0710
 GD0710.The modeled gravity was interpolated from observed gravity values.
 GD0710
 GD0710;                    North         East    Units  Estimated Accuracy
 GD0710;SPC TN       -   241,680.      293,710.      MT  (+/- 180 meters Scaled)
 GD0710
 GD0710                          SUPERSEDED SURVEY CONTROL
 GD0710
 GD0710  NGVD 29 (??/??/??)   91.534  (m)          300.31   (f) ADJUSTED    1 1
 GD0710
 GD0710.Superseded values are not recommended for survey control.
 GD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0710.See file dsdata.txt to determine how the superseded data were derived.
 GD0710
 GD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF833380(NAD 83)
 GD0710_MARKER: DB = BENCH MARK DISK
 GD0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0710_STAMPING: H 134 1957
 GD0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0710+STABILITY: SURFACE MOTION
 GD0710
 GD0710  HISTORY     - Date     Condition        Report By
 GD0710  HISTORY     - 1957     MONUMENTED       CGS
 GD0710  HISTORY     - 1974     POOR             NGS
 GD0710
 GD0710                          STATION DESCRIPTION
 GD0710
 GD0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0710'1.10 MI NW FROM NEW MARKHAM.
 GD0710'ABOUT 1.10 MILES NORTHWEST ALONG A BLACKTOP ROAD FROM ITS JUNCTION
 GD0710'WITH STATE HIGHWAY 78 AT NEW MARKHAM, AT THE JUNCTION OF THE BLACKTOP
 GD0710'ROAD PARALLELING LEVEE AND DIRT ROAD LEADING SOUTHWEST ACROSS LEVEE,
 GD0710'31 FEET SOUTHEAST OF THE CENTER LINE OF DIRT ROAD, 28 FEET NORTHWEST
 GD0710'OF THE CENTER LINE OF BLACKTOP ROAD, 1 FOOT SOUTH OF A METAL WITNESS
 GD0710'POST, 2 FEET ABOVE BLACKTOP ROAD AND IN THE TOP OF A CONCRETE POST
 GD0710'PROJECTING 0.3 FOOT.  NOTE-- MARK HAS BEEN CHIPPED ON THE SOUTHEAST
 GD0710'SIDE OF CONCRETE POST AND THERE IS NO CONCRETE AROUND DISK, ALSO DISK
 GD0710'HAS BEEN CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0908 ***********************************************************************
 FE0908  DESIGNATION -  H 135
 FE0908  PID         -  FE0908
 FE0908  STATE/COUNTY-  TN/DYER
 FE0908  USGS QUAD   -  FOWLKES (1983)
 FE0908
 FE0908                         *CURRENT SURVEY CONTROL
 FE0908  ___________________________________________________________________
 FE0908* NAD 83(1986)-  35 58 51.     (N)    089 23 08.     (W)     SCALED    
 FE0908* NAVD 88     -        96.335  (meters)     316.06   (feet)  ADJUSTED  
 FE0908  ___________________________________________________________________
 FE0908  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0908  DYNAMIC HT  -          96.253 (meters)     315.79  (feet)  COMP
 FE0908  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 FE0908
 FE0908  VERT ORDER  -  SECOND    CLASS 0
 FE0908
 FE0908.The horizontal coordinates were scaled from a topographic map and have
 FE0908.an estimated accuracy of +/- 6 seconds.
 FE0908
 FE0908.The orthometric height was determined by differential leveling
 FE0908.and adjusted by the National Geodetic Survey in June 1991..
 FE0908
 FE0908.The geoid height was determined by GEOID03.
 FE0908
 FE0908.The dynamic height is computed by dividing the NAVD 88
 FE0908.geopotential number by the normal gravity value computed on the
 FE0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0908.degrees latitude (g = 980.6199 gals.).
 FE0908
 FE0908.The modeled gravity was interpolated from observed gravity values.
 FE0908
 FE0908;                    North         East    Units  Estimated Accuracy
 FE0908;SPC TN       -   188,070.      294,750.      MT  (+/- 180 meters Scaled)
 FE0908
 FE0908                          SUPERSEDED SURVEY CONTROL
 FE0908
 FE0908  NGVD 29 (??/??/??)   96.325  (m)          316.03   (f) ADJUSTED    2 0
 FE0908
 FE0908.Superseded values are not recommended for survey control.
 FE0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0908.See file dsdata.txt to determine how the superseded data were derived.
 FE0908
 FE0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE849844(NAD 83)
 FE0908_MARKER: DB = BENCH MARK DISK
 FE0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0908_STAMPING: H 135 1957
 FE0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0908+STABILITY: SURFACE MOTION
 FE0908
 FE0908  HISTORY     - Date     Condition        Report By
 FE0908  HISTORY     - 1957     MONUMENTED       CGS
 FE0908
 FE0908                          STATION DESCRIPTION
 FE0908
 FE0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0908'3.6 MI S FROM DYERSBURG.
 FE0908'ABOUT 3.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0908'THE STATION AT DYERSBURG, ABOUT 0.6 MILE NORTH OF OVERPASS OF
 FE0908'BLACK TOP ROAD OVER TRACKS AT FOWLKES, ABOUT 0.3 MILE NORTH OF
 FE0908'MILE POST P 318, AT A GROUP OF SMALL SWEET GUM TREES, 41 1/2
 FE0908'FEET WEST OF WEST RAIL OF WEST TRACK, 12 1/2 FEET EAST OF A
 FE0908'FENCE LINE, 2 FEET SOUTH OF A TELEPHONE POLE, ABOUT 4 FEET ABOVE
 FE0908'LEVEL OF TRACK AND IS A DISK ON TOP OF AN IRON PIPE PROJECTING 8
 FE0908'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0831 ***********************************************************************
 FC0831  DESIGNATION -  H 15
 FC0831  PID         -  FC0831
 FC0831  STATE/COUNTY-  TN/MEIGS
 FC0831  USGS QUAD   -  DECATUR (1973)
 FC0831
 FC0831                         *CURRENT SURVEY CONTROL
 FC0831  ___________________________________________________________________
 FC0831* NAD 83(1986)-  35 30 53.     (N)    084 50 16.     (W)     SCALED    
 FC0831* NAVD 88     -       227.198  (meters)     745.40   (feet)  ADJUSTED  
 FC0831  ___________________________________________________________________
 FC0831  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0831  DYNAMIC HT  -         226.982 (meters)     744.69  (feet)  COMP
 FC0831  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FC0831
 FC0831  VERT ORDER  -  SECOND    CLASS 0
 FC0831
 FC0831.The horizontal coordinates were scaled from a topographic map and have
 FC0831.an estimated accuracy of +/- 6 seconds.
 FC0831
 FC0831.The orthometric height was determined by differential leveling
 FC0831.and adjusted by the National Geodetic Survey in June 1991..
 FC0831
 FC0831.The geoid height was determined by GEOID03.
 FC0831
 FC0831.The dynamic height is computed by dividing the NAVD 88
 FC0831.geopotential number by the normal gravity value computed on the
 FC0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0831.degrees latitude (g = 980.6199 gals.).
 FC0831
 FC0831.The modeled gravity was interpolated from observed gravity values.
 FC0831
 FC0831;                    North         East    Units  Estimated Accuracy
 FC0831;SPC TN       -   131,700.      705,420.      MT  (+/- 180 meters Scaled)
 FC0831
 FC0831                          SUPERSEDED SURVEY CONTROL
 FC0831
 FC0831  NGVD 29 (??/??/92)  227.273  (m)          745.64   (f) ADJ UNCH    2 0
 FC0831
 FC0831.Superseded values are not recommended for survey control.
 FC0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0831.See file dsdata.txt to determine how the superseded data were derived.
 FC0831
 FC0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE960322(NAD 83)
 FC0831_MARKER: DB = BENCH MARK DISK
 FC0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0831_STAMPING: H 15 1933
 FC0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0831+STABILITY: SURFACE MOTION
 FC0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0831+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 FC0831
 FC0831  HISTORY     - Date     Condition        Report By
 FC0831  HISTORY     - 1933     MONUMENTED       CGS
 FC0831  HISTORY     - 1949     GOOD             NGS
 FC0831  HISTORY     - 20020820 GOOD             INDIV
 FC0831
 FC0831                          STATION DESCRIPTION
 FC0831
 FC0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0831'3.1 MI W FROM DECATUR.
 FC0831'3.1 MILES WEST ALONG STATE HIGHWAY 30 FROM DECATUR, MEIGS COUNTY,
 FC0831'BETWEEN THE TOWN AND TENNESSEE RIVER, AT ITS INTERSECTION WITH
 FC0831'A SIDE ROAD, ON THE PROPERTY OWNED BY J.R. CAUFFMAN, 83 FEET
 FC0831'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 38 FEET SOUTHWEST
 FC0831'OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET SOUTHWEST OF A FENCE
 FC0831'CORNER.  A STANDARD DISK, STAMPED H 15 1933 AND SET IN THE TOP
 FC0831'OF A CONCRETE POST.
 FC0831
 FC0831                          STATION RECOVERY (2002)
 FC0831
 FC0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SWC)
 FC0831'RECOVERED BY CLEMONS SURVEYING. TVA SURVEY AND MAPPING POST ADJACENT
 FC0831'TO MONUMENT. EXCELLENT LOCATION FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0475 ***********************************************************************
 FE0475  DESIGNATION -  H 154
 FE0475  PID         -  FE0475
 FE0475  STATE/COUNTY-  TN/MCNAIRY
 FE0475  USGS QUAD   -  CHEWALLA (1983)
 FE0475
 FE0475                         *CURRENT SURVEY CONTROL
 FE0475  ___________________________________________________________________
 FE0475* NAD 83(1986)-  35 01 41.     (N)    088 42 28.     (W)     SCALED    
 FE0475* NAVD 88     -       118.403  (meters)     388.46   (feet)  ADJUSTED  
 FE0475  ___________________________________________________________________
 FE0475  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0475  DYNAMIC HT  -         118.290 (meters)     388.09  (feet)  COMP
 FE0475  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 FE0475
 FE0475  VERT ORDER  -  FIRST     CLASS II
 FE0475
 FE0475.The horizontal coordinates were scaled from a topographic map and have
 FE0475.an estimated accuracy of +/- 6 seconds.
 FE0475
 FE0475.The orthometric height was determined by differential leveling
 FE0475.and adjusted by the National Geodetic Survey in June 1991..
 FE0475
 FE0475.The geoid height was determined by GEOID03.
 FE0475
 FE0475.The dynamic height is computed by dividing the NAVD 88
 FE0475.geopotential number by the normal gravity value computed on the
 FE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0475.degrees latitude (g = 980.6199 gals.).
 FE0475
 FE0475.The modeled gravity was interpolated from observed gravity values.
 FE0475
 FE0475;                    North         East    Units  Estimated Accuracy
 FE0475;SPC TN       -    80,500.      352,920.      MT  (+/- 180 meters Scaled)
 FE0475
 FE0475                          SUPERSEDED SURVEY CONTROL
 FE0475
 FE0475  NGVD 29 (??/??/??)  118.388  (m)          388.41   (f) ADJUSTED    1 2
 FE0475
 FE0475.Superseded values are not recommended for survey control.
 FE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0475.See file dsdata.txt to determine how the superseded data were derived.
 FE0475
 FE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD442774(NAD 83)
 FE0475_MARKER: DB = BENCH MARK DISK
 FE0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0475_SP_SET: CONCRETE BASE
 FE0475_STAMPING: H 154 1944
 FE0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0475
 FE0475  HISTORY     - Date     Condition        Report By
 FE0475  HISTORY     - 1944     MONUMENTED       CGS
 FE0475  HISTORY     - 1972     GOOD             TVA
 FE0475  HISTORY     - 19970501 MARK NOT FOUND   USE
 FE0475
 FE0475                          STATION DESCRIPTION
 FE0475
 FE0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0475'6.1 MI E FROM POCAHONTAS.
 FE0475'IN MCNAIRY  COUNTY, 6.1 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE0475'FROM THE STATION AT POCAHONTAS, HARDEMAN COUNTY, AT CYPRESS,
 FE0475'370 FEET WEST OF THE WEST END OF THE BRIDGE OVER CYPRESS CREEK,
 FE0475'120 FEET WEST OF THE WATER TANK, 50 FEET EAST OF THE CENTER
 FE0475'OF A ROAD CROSSING, 10 FEET NORTH OF THE CENTERLINE OF THE
 FE0475'MAIN TRACK, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 FE0475'BASE OF AN ABANDONED SIGNAL TOWER, AND ABOUT LEVEL WITH THE TRACK.
 FE0475'A STANDARD DISK, STAMPED H 154 1944.  NOTE-- SIGNAL BLOCK AND
 FE0475'CAP LOCATED, BUT SIGNAL BLOCK MAY HAVE BEEN HIT AND THE N SIDE
 FE0475'WHICH HAS THE CAP LOCATED IN THE NW CORNER IS PLUS OR MINUS
 FE0475'0.5 LOWER THAN THE S SIDE EDGE.
 FE0475
 FE0475                          STATION RECOVERY (1972)
 FE0475
 FE0475'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0475'RECOVERED IN GOOD CONDITION.
 FE0475
 FE0475                          STATION RECOVERY (1997)
 FE0475
 FE0475'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE0475'FOUND OLD SIGNAL BLOCK WITH JAGGED NORTH EDGE.  CAP NOT FOUND. SUSPECT
 FE0475'DESTROYED.  TRACK HAS BEEN RAISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0758 ***********************************************************************
 GD0758  DESIGNATION -  H 154
 GD0758  PID         -  GD0758
 GD0758  STATE/COUNTY-  TN/DYER
 GD0758  USGS QUAD   -  MISTON (1983)
 GD0758
 GD0758                         *CURRENT SURVEY CONTROL
 GD0758  ___________________________________________________________________
 GD0758* NAD 83(1986)-  36 09 03.     (N)    089 29 30.     (W)     SCALED    
 GD0758* NAVD 88     -        82.311  (meters)     270.05   (feet)  ADJUSTED  
 GD0758  ___________________________________________________________________
 GD0758  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0758  DYNAMIC HT  -          82.243 (meters)     269.83  (feet)  COMP
 GD0758  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 GD0758
 GD0758  VERT ORDER  -  SECOND    CLASS 0
 GD0758
 GD0758.The horizontal coordinates were scaled from a topographic map and have
 GD0758.an estimated accuracy of +/- 6 seconds.
 GD0758
 GD0758.The orthometric height was determined by differential leveling
 GD0758.and adjusted by the National Geodetic Survey in June 1991..
 GD0758
 GD0758.The geoid height was determined by GEOID03.
 GD0758
 GD0758.The dynamic height is computed by dividing the NAVD 88
 GD0758.geopotential number by the normal gravity value computed on the
 GD0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0758.degrees latitude (g = 980.6199 gals.).
 GD0758
 GD0758.The modeled gravity was interpolated from observed gravity values.
 GD0758
 GD0758;                    North         East    Units  Estimated Accuracy
 GD0758;SPC TN       -   207,260.      285,860.      MT  (+/- 180 meters Scaled)
 GD0758
 GD0758                          SUPERSEDED SURVEY CONTROL
 GD0758
 GD0758  NGVD 29 (??/??/??)   82.231  (m)          269.79   (f) ADJUSTED    2 0
 GD0758
 GD0758.Superseded values are not recommended for survey control.
 GD0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0758.See file dsdata.txt to determine how the superseded data were derived.
 GD0758
 GD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF758035(NAD 83)
 GD0758_MARKER: DB = BENCH MARK DISK
 GD0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0758_STAMPING: H 154 1943
 GD0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0758+STABILITY: SURFACE MOTION
 GD0758
 GD0758  HISTORY     - Date     Condition        Report By
 GD0758  HISTORY     - 1943     MONUMENTED       CGS
 GD0758  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0758
 GD0758                          STATION DESCRIPTION
 GD0758
 GD0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0758'1 MI S FROM MISTON.
 GD0758'1.0 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0758'CROSSING OF STATE HIGHWAY 103 AT MISTON, DYER COUNTY, 93 FEET
 GD0758'EAST OF THE SOUTHEAST CORNER OF THE LAWN, 67 FEET SOUTH OF THE
 GD0758'CENTERLINE OF THE DRIVEWAY WHICH CROSSES THE TRACK, 27 FEET WEST
 GD0758'OF THE CENTERLINE OF THE TRACK, 50 FEET WEST OF A TELEPHONE POLE,
 GD0758'3 FEET NORTHWEST OF A FENCE CORNER, 2.5 FEET EAST OF A WHITE
 GD0758'WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 GD0758'STANDARD DISK, STAMPED H 154 1943 AND SET IN THE TOP OF A CONCRETE
 GD0758'POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- POINT FALLS IN
 GD0758'CULTIVATED FIELD.
 GD0758
 GD0758                          STATION RECOVERY (1969)
 GD0758
 GD0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1002 ***********************************************************************
 FE1002  DESIGNATION -  H 156
 FE1002  PID         -  FE1002
 FE1002  STATE/COUNTY-  TN/HARDEMAN
 FE1002  USGS QUAD   -  SAULSBURY (1981)
 FE1002
 FE1002                         *CURRENT SURVEY CONTROL
 FE1002  ___________________________________________________________________
 FE1002* NAD 83(1986)-  35 02 44.     (N)    089 07 05.     (W)     SCALED    
 FE1002* NAVD 88     -       174.677  (meters)     573.09   (feet)  ADJUSTED  
 FE1002  ___________________________________________________________________
 FE1002  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE1002  DYNAMIC HT  -         174.512 (meters)     572.54  (feet)  COMP
 FE1002  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 FE1002
 FE1002  VERT ORDER  -  FIRST     CLASS II
 FE1002
 FE1002.The horizontal coordinates were scaled from a topographic map and have
 FE1002.an estimated accuracy of +/- 6 seconds.
 FE1002
 FE1002.The orthometric height was determined by differential leveling
 FE1002.and adjusted by the National Geodetic Survey in June 1991..
 FE1002
 FE1002.The geoid height was determined by GEOID03.
 FE1002
 FE1002.The dynamic height is computed by dividing the NAVD 88
 FE1002.geopotential number by the normal gravity value computed on the
 FE1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1002.degrees latitude (g = 980.6199 gals.).
 FE1002
 FE1002.The modeled gravity was interpolated from observed gravity values.
 FE1002
 FE1002;                    North         East    Units  Estimated Accuracy
 FE1002;SPC TN       -    83,550.      315,550.      MT  (+/- 180 meters Scaled)
 FE1002
 FE1002                          SUPERSEDED SURVEY CONTROL
 FE1002
 FE1002  NGVD 29 (??/??/??)  174.621  (m)          572.90   (f) ADJUSTED    1 2
 FE1002
 FE1002.Superseded values are not recommended for survey control.
 FE1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1002.See file dsdata.txt to determine how the superseded data were derived.
 FE1002
 FE1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD068801(NAD 83)
 FE1002_MARKER: DB = BENCH MARK DISK
 FE1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1002_SP_SET: CULVERT
 FE1002_STAMPING: H 156 1944
 FE1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1002
 FE1002  HISTORY     - Date     Condition        Report By
 FE1002  HISTORY     - 1944     MONUMENTED       CGS
 FE1002  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1002
 FE1002                          STATION DESCRIPTION
 FE1002
 FE1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1002'1.7 MI W FROM SAULSBURY.
 FE1002'1.7 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1002'SAULSBURY, HARDEMAN COUNTY, 0.1 MILE EAST OF MILEPOST 496, AT A
 FE1002'CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST WING WALL, 0.5
 FE1002'FOOT SOUTH OF THE SOUTH EDGE OF THE HEADWALL, 40 FEET SOUTH OF
 FE1002'THE CENTERLINE OF THE TRACK, AND ABOUT 15 FEET LOWER THAN THE
 FE1002'TRACK.  A STANDARD DISK, STAMPED H 156 1944.
 FE1002
 FE1002                          STATION RECOVERY (1983)
 FE1002
 FE1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1002'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0531 ***********************************************************************
 FE0531  DESIGNATION -  H 158
 FE0531  PID         -  FE0531
 FE0531  STATE/COUNTY-  TN/MCNAIRY
 FE0531  USGS QUAD   -  PURDY (1984)
 FE0531
 FE0531                         *CURRENT SURVEY CONTROL
 FE0531  ___________________________________________________________________
 FE0531* NAD 83(1986)-  35 11 11.     (N)    088 35 06.     (W)     SCALED    
 FE0531* NAVD 88     -       135.598  (meters)     444.87   (feet)  ADJUSTED  
 FE0531  ___________________________________________________________________
 FE0531  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE0531  DYNAMIC HT  -         135.473 (meters)     444.46  (feet)  COMP
 FE0531  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 FE0531
 FE0531  VERT ORDER  -  FIRST     CLASS II
 FE0531
 FE0531.The horizontal coordinates were scaled from a topographic map and have
 FE0531.an estimated accuracy of +/- 6 seconds.
 FE0531
 FE0531.The orthometric height was determined by differential leveling
 FE0531.and adjusted by the National Geodetic Survey in June 1991..
 FE0531
 FE0531.The geoid height was determined by GEOID03.
 FE0531
 FE0531.The dynamic height is computed by dividing the NAVD 88
 FE0531.geopotential number by the normal gravity value computed on the
 FE0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0531.degrees latitude (g = 980.6199 gals.).
 FE0531
 FE0531.The modeled gravity was interpolated from observed gravity values.
 FE0531
 FE0531;                    North         East    Units  Estimated Accuracy
 FE0531;SPC TN       -    97,760.      364,580.      MT  (+/- 180 meters Scaled)
 FE0531
 FE0531                          SUPERSEDED SURVEY CONTROL
 FE0531
 FE0531  NGVD 29 (??/??/??)  135.595  (m)          444.86   (f) ADJUSTED    1 2
 FE0531
 FE0531.Superseded values are not recommended for survey control.
 FE0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0531.See file dsdata.txt to determine how the superseded data were derived.
 FE0531
 FE0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD556948(NAD 83)
 FE0531_MARKER: DB = BENCH MARK DISK
 FE0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0531_SP_SET: CONCRETE BASE
 FE0531_STAMPING: H 158 1944
 FE0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0531
 FE0531  HISTORY     - Date     Condition        Report By
 FE0531  HISTORY     - 1944     MONUMENTED       CGS
 FE0531  HISTORY     - 1948     GOOD             CGS
 FE0531  HISTORY     - 1973     GOOD             TVA
 FE0531
 FE0531                          STATION DESCRIPTION
 FE0531
 FE0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0531'1.2 MI N FROM SELMER.
 FE0531'ABOUT 1.25 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0531'FROM THE STATION AT SELMER, ABOUT 0.25 MILE NORTH OF MILE POST
 FE0531'349, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 FE0531'OF BLOCK SIGNAL NO. 349/3, 75 YARDS NORTH OF THE NORTH END OF THE
 FE0531'SELMER SIDIDNG, 8 FEET EAST OF THE EAST RAIL AND ABOUT 0.3 FOOT
 FE0531'ABOVE THE TRACK.
 FE0531
 FE0531                          STATION RECOVERY (1973)
 FE0531
 FE0531'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FE0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0491 ***********************************************************************
 FE0491  DESIGNATION -  H 159
 FE0491  PID         -  FE0491
 FE0491  STATE/COUNTY-  TN/CHESTER
 FE0491  USGS QUAD   -  HENDERSON (1983)
 FE0491
 FE0491                         *CURRENT SURVEY CONTROL
 FE0491  ___________________________________________________________________
 FE0491* NAD 83(1986)-  35 27 10.     (N)    088 39 22.     (W)     SCALED    
 FE0491* NAVD 88     -       126.286  (meters)     414.32   (feet)  ADJUSTED  
 FE0491  ___________________________________________________________________
 FE0491  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0491  DYNAMIC HT  -         126.171 (meters)     413.95  (feet)  COMP
 FE0491  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 FE0491
 FE0491  VERT ORDER  -  FIRST     CLASS II
 FE0491
 FE0491.The horizontal coordinates were scaled from a topographic map and have
 FE0491.an estimated accuracy of +/- 6 seconds.
 FE0491
 FE0491.The orthometric height was determined by differential leveling
 FE0491.and adjusted by the National Geodetic Survey in June 1991..
 FE0491
 FE0491.The geoid height was determined by GEOID03.
 FE0491
 FE0491.The dynamic height is computed by dividing the NAVD 88
 FE0491.geopotential number by the normal gravity value computed on the
 FE0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0491.degrees latitude (g = 980.6199 gals.).
 FE0491
 FE0491.The modeled gravity was interpolated from observed gravity values.
 FE0491
 FE0491;                    North         East    Units  Estimated Accuracy
 FE0491;SPC TN       -   127,470.      358,910.      MT  (+/- 180 meters Scaled)
 FE0491
 FE0491                          SUPERSEDED SURVEY CONTROL
 FE0491
 FE0491  NGVD 29 (??/??/??)  126.306  (m)          414.39   (f) ADJUSTED    1 2
 FE0491
 FE0491.Superseded values are not recommended for survey control.
 FE0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0491.See file dsdata.txt to determine how the superseded data were derived.
 FE0491
 FE0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE497245(NAD 83)
 FE0491_MARKER: DB = BENCH MARK DISK
 FE0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0491_SP_SET: CULVERT
 FE0491_STAMPING: H 159 1944
 FE0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0491
 FE0491  HISTORY     - Date     Condition        Report By
 FE0491  HISTORY     - 1944     MONUMENTED       CGS
 FE0491  HISTORY     - 1948     GOOD             CGS
 FE0491
 FE0491                          STATION DESCRIPTION
 FE0491
 FE0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0491'1.4 MI NW FROM HENDERSON.
 FE0491'ABOUT 1.4 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0491'RAILROAD FROM THE STATION AT HENDERSON, ABOUT 0.25 MILE
 FE0491'NORTHWEST OF MILE POST 370, SET IN THE TOP OF THE SOUTHEAST END
 FE0491'OF THE SOUTHWEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 14.5
 FE0491'FEET SOUTHWEST OF THE SOUTHWEST RAIL AND 4.5 FEET BELOW THE
 FE0491'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0329 ***********************************************************************
 FC0329  DESIGNATION -  H 16
 FC0329  PID         -  FC0329
 FC0329  STATE/COUNTY-  TN/POLK
 FC0329  USGS QUAD   -  MC FARLAND (1980)
 FC0329
 FC0329                         *CURRENT SURVEY CONTROL
 FC0329  ___________________________________________________________________
 FC0329* NAD 83(1986)-  35 10 50.     (N)    084 26 27.     (W)     SCALED    
 FC0329* NAVD 88     -       264.286  (meters)     867.08   (feet)  ADJUSTED  
 FC0329  ___________________________________________________________________
 FC0329  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FC0329  DYNAMIC HT  -         264.022 (meters)     866.21  (feet)  COMP
 FC0329  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 FC0329
 FC0329  VERT ORDER  -  SECOND    CLASS 0
 FC0329
 FC0329.The horizontal coordinates were scaled from a topographic map and have
 FC0329.an estimated accuracy of +/- 6 seconds.
 FC0329
 FC0329.The orthometric height was determined by differential leveling
 FC0329.and adjusted by the National Geodetic Survey in June 1991..
 FC0329
 FC0329.The geoid height was determined by GEOID03.
 FC0329
 FC0329.The dynamic height is computed by dividing the NAVD 88
 FC0329.geopotential number by the normal gravity value computed on the
 FC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0329.degrees latitude (g = 980.6199 gals.).
 FC0329
 FC0329.The modeled gravity was interpolated from observed gravity values.
 FC0329
 FC0329;                    North         East    Units  Estimated Accuracy
 FC0329;SPC TN       -    95,130.      742,020.      MT  (+/- 180 meters Scaled)
 FC0329
 FC0329                          SUPERSEDED SURVEY CONTROL
 FC0329
 FC0329  NGVD 29 (??/??/92)  264.343  (m)          867.27   (f) ADJ UNCH    2 0
 FC0329
 FC0329.Superseded values are not recommended for survey control.
 FC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0329.See file dsdata.txt to determine how the superseded data were derived.
 FC0329
 FC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD330960(NAD 83)
 FC0329_MARKER: DB = BENCH MARK DISK
 FC0329_SETTING: 66 = SET IN ROCK OUTCROP
 FC0329_SP_SET: ROCK CLIFF
 FC0329_STAMPING: H 16 1933
 FC0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0329+STABILITY: POSITION/ELEVATION WELL
 FC0329
 FC0329  HISTORY     - Date     Condition        Report By
 FC0329  HISTORY     - 1933     MONUMENTED       CGS
 FC0329  HISTORY     - 1951     GOOD             NGS
 FC0329
 FC0329                          STATION DESCRIPTION
 FC0329
 FC0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0329'3.5 MI W FROM MC FARLAND.
 FC0329'3.5 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0329'MC FARLAND, POLK COUNTY, 0.5 MILE EAST OF MILEPOST L 351, 600
 FC0329'FEET WEST OF A CONCRETE BRIDGE OVER A SMALL CREEK NEAR THE
 FC0329'STATION SIGN AT CRUMBLEY, NEAR THE NARROWS OF HIWASSEE RIVER,
 FC0329'8.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND IN THE NORTH FACE
 FC0329'OF A SLATE ROCK CLIFF, ABOUT 3 FEET HIGHER THAN THE RAIL.  A
 FC0329'STANDARD DISK, STAMPED H 16 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0706 ***********************************************************************
 FE0706  DESIGNATION -  H 160
 FE0706  PID         -  FE0706
 FE0706  STATE/COUNTY-  TN/MADISON
 FE0706  USGS QUAD   -  JACKSON NORTH (1983)
 FE0706
 FE0706                         *CURRENT SURVEY CONTROL
 FE0706  ___________________________________________________________________
 FE0706* NAD 83(1986)-  35 43 52.     (N)    088 47 36.     (W)     SCALED    
 FE0706* NAVD 88     -       117.878  (meters)     386.74   (feet)  ADJUSTED  
 FE0706  ___________________________________________________________________
 FE0706  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0706  DYNAMIC HT  -         117.775 (meters)     386.40  (feet)  COMP
 FE0706  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 FE0706
 FE0706  VERT ORDER  -  FIRST     CLASS II
 FE0706
 FE0706.The horizontal coordinates were scaled from a topographic map and have
 FE0706.an estimated accuracy of +/- 6 seconds.
 FE0706
 FE0706.The orthometric height was determined by differential leveling
 FE0706.and adjusted by the National Geodetic Survey in June 1991..
 FE0706
 FE0706.The geoid height was determined by GEOID03.
 FE0706
 FE0706.The dynamic height is computed by dividing the NAVD 88
 FE0706.geopotential number by the normal gravity value computed on the
 FE0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0706.degrees latitude (g = 980.6199 gals.).
 FE0706
 FE0706.The modeled gravity was interpolated from observed gravity values.
 FE0706
 FE0706;                    North         East    Units  Estimated Accuracy
 FE0706;SPC TN       -   158,690.      347,340.      MT  (+/- 180 meters Scaled)
 FE0706
 FE0706                          SUPERSEDED SURVEY CONTROL
 FE0706
 FE0706  NGVD 29 (??/??/??)  117.926  (m)          386.90   (f) ADJUSTED    1 2
 FE0706
 FE0706.Superseded values are not recommended for survey control.
 FE0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0706.See file dsdata.txt to determine how the superseded data were derived.
 FE0706
 FE0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE378556(NAD 83)
 FE0706_MARKER: DB = BENCH MARK DISK
 FE0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0706_SP_SET: CULVERT
 FE0706_STAMPING: H 160 1944
 FE0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0706
 FE0706  HISTORY     - Date     Condition        Report By
 FE0706  HISTORY     - 1944     MONUMENTED       CGS
 FE0706  HISTORY     - 1948     GOOD             CGS
 FE0706
 FE0706                          STATION DESCRIPTION
 FE0706
 FE0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0706'1.2 MI N FROM OAKFIELD.
 FE0706'ABOUT 1.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0706'FROM THE STATION AT OAKFIELD, ABOUT 0.2 MILE SOUTH OF MILE
 FE0706'POST C 462, SET IN THE TOP OF THE NORTH END OF THE EAST HEAD
 FE0706'WALL OF A 5 BY 10-FOOT CONCRETE CULVERT, 29.5 FEET EAST OF THE
 FE0706'EAST RAIL AND ABOUT 10 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0370 ***********************************************************************
 GD0370  DESIGNATION -  H 161
 GD0370  PID         -  GD0370
 GD0370  STATE/COUNTY-  TN/GIBSON
 GD0370  USGS QUAD   -  BRADFORD (1985)
 GD0370
 GD0370                         *CURRENT SURVEY CONTROL
 GD0370  ___________________________________________________________________
 GD0370* NAD 83(1986)-  36 04 29.     (N)    088 48 34.     (W)     SCALED    
 GD0370* NAVD 88     -       111.606  (meters)     366.16   (feet)  ADJUSTED  
 GD0370  ___________________________________________________________________
 GD0370  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0370  DYNAMIC HT  -         111.512 (meters)     365.85  (feet)  COMP
 GD0370  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 GD0370
 GD0370  VERT ORDER  -  FIRST     CLASS II
 GD0370
 GD0370.The horizontal coordinates were scaled from a topographic map and have
 GD0370.an estimated accuracy of +/- 6 seconds.
 GD0370
 GD0370.The orthometric height was determined by differential leveling
 GD0370.and adjusted by the National Geodetic Survey in June 1991..
 GD0370
 GD0370.The geoid height was determined by GEOID03.
 GD0370
 GD0370.The dynamic height is computed by dividing the NAVD 88
 GD0370.geopotential number by the normal gravity value computed on the
 GD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0370.degrees latitude (g = 980.6199 gals.).
 GD0370
 GD0370.The modeled gravity was interpolated from observed gravity values.
 GD0370
 GD0370;                    North         East    Units  Estimated Accuracy
 GD0370;SPC TN       -   196,840.      346,980.      MT  (+/- 180 meters Scaled)
 GD0370
 GD0370                          SUPERSEDED SURVEY CONTROL
 GD0370
 GD0370  NGVD 29 (??/??/??)  111.645  (m)          366.29   (f) ADJUSTED    1 2
 GD0370
 GD0370.Superseded values are not recommended for survey control.
 GD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0370.See file dsdata.txt to determine how the superseded data were derived.
 GD0370
 GD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE370937(NAD 83)
 GD0370_MARKER: DB = BENCH MARK DISK
 GD0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0370_SP_SET: CONCRETE BASE
 GD0370_STAMPING: H 161 1944
 GD0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0370+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0370
 GD0370  HISTORY     - Date     Condition        Report By
 GD0370  HISTORY     - 1944     MONUMENTED       CGS
 GD0370  HISTORY     - 1948     GOOD             CGS
 GD0370  HISTORY     - 1967     GOOD             CGS
 GD0370  HISTORY     - 1990     GOOD             USPSQD
 GD0370  HISTORY     - 20020826 GOOD             USACE
 GD0370
 GD0370                          STATION DESCRIPTION
 GD0370
 GD0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0370'AT BRADFORD.
 GD0370'AT BRADFORD, ABOUT 150 YARDS SOUTHEAST OF THE ILLINOIS CENTRAL
 GD0370'RAILROAD STATION, 126.5 FEET EAST AND ACROSS THE TRACKS FROM
 GD0370'MILE POST C 437, 97.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 GD0370'TRACK, 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BAPTIST
 GD0370'CHURCH BRICK BUILDING, SET IN THE TOP OF THE SOUTHWEST CORNER
 GD0370'OF THE 3 BY 4.5-FEET CONCRETE BASE FOR SUPPORT TO CHURCH BELL.
 GD0370
 GD0370                          STATION RECOVERY (1967)
 GD0370
 GD0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0370'RECOVERED IN GOOD CONDITION.
 GD0370
 GD0370                          STATION RECOVERY (1990)
 GD0370
 GD0370'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0370'RECOVERED IN GOOD CONDITION.
 GD0370
 GD0370                          STATION RECOVERY (2002)
 GD0370
 GD0370'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1274 ***********************************************************************
 GA1274  DESIGNATION -  H 162
 GA1274  PID         -  GA1274
 GA1274  STATE/COUNTY-  TN/HAWKINS
 GA1274  USGS QUAD   -  CHURCH HILL (1991)
 GA1274
 GA1274                         *CURRENT SURVEY CONTROL
 GA1274  ___________________________________________________________________
 GA1274* NAD 83(1986)-  36 32 21.     (N)    082 40 10.     (W)     SCALED    
 GA1274* NAVD 88     -       392.621  (meters)    1288.12   (feet)  ADJUSTED  
 GA1274  ___________________________________________________________________
 GA1274  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1274  DYNAMIC HT  -         392.268 (meters)    1286.97  (feet)  COMP
 GA1274  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 GA1274
 GA1274  VERT ORDER  -  FIRST     CLASS I
 GA1274
 GA1274.The horizontal coordinates were scaled from a topographic map and have
 GA1274.an estimated accuracy of +/- 6 seconds.
 GA1274
 GA1274.The orthometric height was determined by differential leveling
 GA1274.and adjusted by the National Geodetic Survey in June 1991..
 GA1274
 GA1274.The geoid height was determined by GEOID03.
 GA1274
 GA1274.The dynamic height is computed by dividing the NAVD 88
 GA1274.geopotential number by the normal gravity value computed on the
 GA1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1274.degrees latitude (g = 980.6199 gals.).
 GA1274
 GA1274.The modeled gravity was interpolated from observed gravity values.
 GA1274
 GA1274;                    North         East    Units  Estimated Accuracy
 GA1274;SPC TN       -   249,820.      898,190.      MT  (+/- 180 meters Scaled)
 GA1274
 GA1274                          SUPERSEDED SURVEY CONTROL
 GA1274
 GA1274  NGVD 29 (??/??/92)  392.764  (m)         1288.59   (f) ADJ UNCH    1 1
 GA1274
 GA1274.Superseded values are not recommended for survey control.
 GA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1274.See file dsdata.txt to determine how the superseded data were derived.
 GA1274
 GA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA505450(NAD 83)
 GA1274_MARKER: DB = BENCH MARK DISK
 GA1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1274_STAMPING: H 162 1967
 GA1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1274+STABILITY: SURFACE MOTION
 GA1274
 GA1274  HISTORY     - Date     Condition        Report By
 GA1274  HISTORY     - 1967     MONUMENTED       CGS
 GA1274
 GA1274                          STATION DESCRIPTION
 GA1274
 GA1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1274'2.4 MI NE FROM CHURCH HILL.
 GA1274'ABOUT 2.35 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1274'RAILROAD FROM THE STATION AT CHURCH HILL, 183 FEET SOUTHWEST OF
 GA1274'THE CENTER OF THE CROSSING OF THE RAILROAD AND DOVER AVENUE,
 GA1274'33 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 67 FEET
 GA1274'EAST OF THE EAST CORNER OF THE RESIDENCE OF MR. PET BURTON, 6
 GA1274'FEET SOUTHEAST OF THE CENTERLINE OF A TRAIL ROAD WHICH PARALLELS
 GA1274'THE TRACK, 3 1/2 FEET NORTHEAST OF A POLE, 1.4 FEET SOUTHWEST OF
 GA1274'A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK,
 GA1274'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1852 ***********************************************************************
 GA1852  DESIGNATION -  H 163
 GA1852  PID         -  GA1852
 GA1852  STATE/COUNTY-  TN/HAMBLEN
 GA1852  USGS QUAD   -  BULLS GAP (1976)
 GA1852
 GA1852                         *CURRENT SURVEY CONTROL
 GA1852  ___________________________________________________________________
 GA1852* NAD 83(1986)-  36 16 07.     (N)    083 06 58.     (W)     SCALED    
 GA1852* NAVD 88     -       345.156  (meters)    1132.40   (feet)  ADJUSTED  
 GA1852  ___________________________________________________________________
 GA1852  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA1852  DYNAMIC HT  -         344.841 (meters)    1131.37  (feet)  COMP
 GA1852  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 GA1852
 GA1852  VERT ORDER  -  FIRST     CLASS I
 GA1852
 GA1852.The horizontal coordinates were scaled from a topographic map and have
 GA1852.an estimated accuracy of +/- 6 seconds.
 GA1852
 GA1852.The orthometric height was determined by differential leveling
 GA1852.and adjusted by the National Geodetic Survey in June 1991..
 GA1852
 GA1852.The geoid height was determined by GEOID03.
 GA1852
 GA1852.The dynamic height is computed by dividing the NAVD 88
 GA1852.geopotential number by the normal gravity value computed on the
 GA1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1852.degrees latitude (g = 980.6199 gals.).
 GA1852
 GA1852.The modeled gravity was interpolated from observed gravity values.
 GA1852
 GA1852;                    North         East    Units  Estimated Accuracy
 GA1852;SPC TN       -   218,540.      859,090.      MT  (+/- 180 meters Scaled)
 GA1852
 GA1852                          SUPERSEDED SURVEY CONTROL
 GA1852
 GA1852  NGVD 29 (??/??/92)  345.307  (m)         1132.89   (f) ADJ UNCH    1 1
 GA1852
 GA1852.Superseded values are not recommended for survey control.
 GA1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1852.See file dsdata.txt to determine how the superseded data were derived.
 GA1852
 GA1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA099158(NAD 83)
 GA1852_MARKER: DB = BENCH MARK DISK
 GA1852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1852_SP_SET: BRIDGE
 GA1852_STAMPING: H 163 1967
 GA1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1852
 GA1852  HISTORY     - Date     Condition        Report By
 GA1852  HISTORY     - 1967     MONUMENTED       CGS
 GA1852
 GA1852                          STATION DESCRIPTION
 GA1852
 GA1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1852'2.2 MI NW FROM BULLS GAP.
 GA1852'ABOUT 2.15 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1852'RAILROAD FROM THE STATION AT BULLS GAP, OR ABOUT 0.35 MILE EAST
 GA1852'ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE AT THE SMALL
 GA1852'COMMUNITY OF WHITESBURG, THENCE 0.05 MILE SOUTHEAST ALONG A
 GA1852'PAVED ROAD, THENCE 1.25 MILES EAST ALONG THE SOUTHERN RAILWAY
 GA1852'COMPANY RAILROAD, 4 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 GA1852'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 GA1852'OF A RAILROAD BRIDGE OVER BENT CREEK, AND ABOUT 1 1/2 FEET BELOW
 GA1852'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1744 ***********************************************************************
 GA1744  DESIGNATION -  H 164
 GA1744  PID         -  GA1744
 GA1744  STATE/COUNTY-  TN/COCKE
 GA1744  USGS QUAD   -  RANKIN (1980)
 GA1744
 GA1744                         *CURRENT SURVEY CONTROL
 GA1744  ___________________________________________________________________
 GA1744* NAD 83(1986)-  36 00 39.     (N)    083 12 05.     (W)     SCALED    
 GA1744* NAVD 88     -       311.999  (meters)    1023.62   (feet)  ADJUSTED  
 GA1744  ___________________________________________________________________
 GA1744  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1744  DYNAMIC HT  -         311.706 (meters)    1022.66  (feet)  COMP
 GA1744  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 GA1744
 GA1744  VERT ORDER  -  FIRST     CLASS I
 GA1744
 GA1744.The horizontal coordinates were scaled from a topographic map and have
 GA1744.an estimated accuracy of +/- 6 seconds.
 GA1744
 GA1744.The orthometric height was determined by differential leveling
 GA1744.and adjusted by the National Geodetic Survey in June 1991..
 GA1744
 GA1744.The geoid height was determined by GEOID03.
 GA1744
 GA1744.The dynamic height is computed by dividing the NAVD 88
 GA1744.geopotential number by the normal gravity value computed on the
 GA1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1744.degrees latitude (g = 980.6199 gals.).
 GA1744
 GA1744.The modeled gravity was interpolated from observed gravity values.
 GA1744
 GA1744;                    North         East    Units  Estimated Accuracy
 GA1744;SPC TN       -   189,720.      852,250.      MT  (+/- 180 meters Scaled)
 GA1744
 GA1744                          SUPERSEDED SURVEY CONTROL
 GA1744
 GA1744  NGVD 29 (??/??/92)  312.345  (m)         1024.75   (f) ADJ UNCH    1 1
 GA1744
 GA1744.Superseded values are not recommended for survey control.
 GA1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1744.See file dsdata.txt to determine how the superseded data were derived.
 GA1744
 GA1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV016873(NAD 83)
 GA1744_MARKER: DB = BENCH MARK DISK
 GA1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1744_STAMPING: H 164 1967
 GA1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1744+STABILITY: SURFACE MOTION
 GA1744
 GA1744  HISTORY     - Date     Condition        Report By
 GA1744  HISTORY     - 1967     MONUMENTED       CGS
 GA1744
 GA1744                          STATION DESCRIPTION
 GA1744
 GA1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1744'3.2 MI N FROM NEWPORT.
 GA1744'ABOUT 3.25 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY
 GA1744'RAILROAD FROM THE STATION AT NEWPORT, 11 POLES SOUTH OF MILEPOST
 GA1744'210, 262 FEET WEST OF THE WEST RAIL OF THE TRACK, 110 FEET EAST
 GA1744'AND ACROSS A PAVED ROAD FROM THE SOUTHEAST CORNER OF A FRAME
 GA1744'FARMHOUSE, 39 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 GA1744'22 FEET SOUTH OF THE CENTERLINE OF A TRAIL ROAD, 11 FEET EAST
 GA1744'OF A POWER POLE WHICH BEARS A TRANSFORMER, 1.8 FEET NORTH
 GA1744'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 GA1744'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GA1744'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0211 ***********************************************************************
 GD0211  DESIGNATION -  H 166
 GD0211  PID         -  GD0211
 GD0211  STATE/COUNTY-  TN/STEWART
 GD0211  USGS QUAD   -  PARIS LANDING (1981)
 GD0211
 GD0211                         *CURRENT SURVEY CONTROL
 GD0211  ___________________________________________________________________
 GD0211* NAD 83(1986)-  36 27 26.     (N)    088 00 29.     (W)     SCALED    
 GD0211* NAVD 88     -       186.001  (meters)     610.24   (feet)  ADJUSTED  
 GD0211  ___________________________________________________________________
 GD0211  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GD0211  DYNAMIC HT  -         185.848 (meters)     609.74  (feet)  COMP
 GD0211  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 GD0211
 GD0211  VERT ORDER  -  FIRST     CLASS II
 GD0211
 GD0211.The horizontal coordinates were scaled from a topographic map and have
 GD0211.an estimated accuracy of +/- 6 seconds.
 GD0211
 GD0211.The orthometric height was determined by differential leveling
 GD0211.and adjusted by the National Geodetic Survey in June 1991..
 GD0211
 GD0211.The geoid height was determined by GEOID03.
 GD0211
 GD0211.The dynamic height is computed by dividing the NAVD 88
 GD0211.geopotential number by the normal gravity value computed on the
 GD0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0211.degrees latitude (g = 980.6199 gals.).
 GD0211
 GD0211.The modeled gravity was interpolated from observed gravity values.
 GD0211
 GD0211;                    North         East    Units  Estimated Accuracy
 GD0211;SPC TN       -   237,500.      420,010.      MT  (+/- 180 meters Scaled)
 GD0211
 GD0211                          SUPERSEDED SURVEY CONTROL
 GD0211
 GD0211  NGVD 29 (??/??/??)  186.043  (m)          610.38   (f) ADJUSTED    1 2
 GD0211
 GD0211.Superseded values are not recommended for survey control.
 GD0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0211.See file dsdata.txt to determine how the superseded data were derived.
 GD0211
 GD0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF096351(NAD 83)
 GD0211_MARKER: DB = BENCH MARK DISK
 GD0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0211_STAMPING: H 166 1947
 GD0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0211+STABILITY: SURFACE MOTION
 GD0211
 GD0211  HISTORY     - Date     Condition        Report By
 GD0211  HISTORY     - 1947     MONUMENTED       CGS
 GD0211  HISTORY     - 1971     GOOD             NGS
 GD0211
 GD0211                          STATION DESCRIPTION
 GD0211
 GD0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0211'11.5 MI W FROM DOVER.
 GD0211'ABOUT 11.5 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE
 GD0211'AT DOVER, ABOUT 0.4 MILE SOUTHWEST OF WOFFORD CHURCH AND CEMETERY,
 GD0211'ABOUT 0.1 MILE SOUTHWEST OF THE BILL GARDENER GENERAL STORE, IN
 GD0211'THE SOUTH CORNER OF THE YARD OF A SMALL IMITATION BRICK FARMHOUSE,
 GD0211'129 FEET SOUTH OF THE SOUTH CORNER OF THE HOUSE, 48 FEET NORTHWEST
 GD0211'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE
 GD0211'CENTER LINE OF THE DRIVEWAY LEADING TO THE HOUSE, 32 FEET
 GD0211'NORTHWEST OF THE NORTHWEST END OF A 14-INCH CORRUGATED IRON PIPE
 GD0211'CULVERT UNDER THE HIGHWAY, ABOUT 1-1/2 FEET HIGHER THAN THE
 GD0211'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 GD0211'4 INCHES.  NOTE-- NOW OLD 79 HWY ALIGNMENT-OTHER DESCRIPTION
 GD0211'GOOD-NEW REFERENCE- 12 FT .9 IN NW TO 18 IN POST OAK, 15 FT .0 IN
 GD0211'S TO 16 IN POST OAK, 32.0 SE TO 14 IN CULVERT UNDER OLD 79 HWY.
 GD0211
 GD0211                          STATION RECOVERY (1971)
 GD0211
 GD0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1612 ***********************************************************************
 GC1612  DESIGNATION -  H 167
 GC1612  PID         -  GC1612
 GC1612  STATE/COUNTY-  TN/HOUSTON
 GC1612  USGS QUAD   -  STEWART (1982)
 GC1612
 GC1612                         *CURRENT SURVEY CONTROL
 GC1612  ___________________________________________________________________
 GC1612* NAD 83(1986)-  36 15 11.     (N)    087 51 35.     (W)     SCALED    
 GC1612* NAVD 88     -       156.135  (meters)     512.25   (feet)  ADJUSTED  
 GC1612  ___________________________________________________________________
 GC1612  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GC1612  DYNAMIC HT  -         156.004 (meters)     511.82  (feet)  COMP
 GC1612  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GC1612
 GC1612  VERT ORDER  -  FIRST     CLASS II
 GC1612
 GC1612.The horizontal coordinates were scaled from a topographic map and have
 GC1612.an estimated accuracy of +/- 6 seconds.
 GC1612
 GC1612.The orthometric height was determined by differential leveling
 GC1612.and adjusted by the National Geodetic Survey in June 1991..
 GC1612
 GC1612.The geoid height was determined by GEOID03.
 GC1612
 GC1612.The dynamic height is computed by dividing the NAVD 88
 GC1612.geopotential number by the normal gravity value computed on the
 GC1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1612.degrees latitude (g = 980.6199 gals.).
 GC1612
 GC1612.The modeled gravity was interpolated from observed gravity values.
 GC1612
 GC1612;                    North         East    Units  Estimated Accuracy
 GC1612;SPC TN       -   214,580.      432,870.      MT  (+/- 180 meters Scaled)
 GC1612
 GC1612                          SUPERSEDED SURVEY CONTROL
 GC1612
 GC1612  NGVD 29 (??/??/92)  156.168  (m)          512.36   (f) ADJ UNCH    1 2
 GC1612
 GC1612.Superseded values are not recommended for survey control.
 GC1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1612.See file dsdata.txt to determine how the superseded data were derived.
 GC1612
 GC1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF227123(NAD 83)
 GC1612_MARKER: DB = BENCH MARK DISK
 GC1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1612_STAMPING: H 167 1947
 GC1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1612+STABILITY: SURFACE MOTION
 GC1612
 GC1612  HISTORY     - Date     Condition        Report By
 GC1612  HISTORY     - 1947     MONUMENTED       CGS
 GC1612  HISTORY     - 1972     GOOD             TVA
 GC1612
 GC1612                          STATION DESCRIPTION
 GC1612
 GC1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1612'7.4 MI S FROM MC KINNON.
 GC1612'7.4 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1612'METHODIST CHURCH AT MC KINNON, ABOUT 1.2 MILES NORTHWEST OF NEW
 GC1612'HOPE CHURCH, ABOUT 0.9 MILE SOUTH OF THE JUNCTION OF THE GRAVEL
 GC1612'ROAD LEADING WEST TO WHITE OAK CAMP, ABOUT 0.3 MILE SOUTH OF THE
 GC1612'C.H. BRADLEY RESIDENCE AND SAWMILL, AT THE TOP OF A HILL, 18
 GC1612'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 29 FEET SOUTHWEST
 GC1612'OF AN 8-INCH BLAZED OAK TREE, 14 FEET NORTHEAST OF A 14-INCH
 GC1612'BLAZED OAK TREE, 8 FEET SOUTHEAST OF A 12-INCH BLAZED OAK TREE,
 GC1612'1 FOOT SOUTHEAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND IN
 GC1612'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 GC1612'NOTE-- ABOUT 200 FT W OF A T-DRIVE S. 54 FT NW OF CENTERLINE
 GC1612'BLACKTOP HIGHWAY.  100 FT W OF PEAK OF HILL.  17.6 S 45 W FROM
 GC1612'12 IN RED OAK.  7.9 S 35 E FROM 18 IN WHITE OAK.  13.8 N 50 E
 GC1612'FROM 14 IN POST OAK.  STATION IS ABOUT 5 FT HIGHER THAN THE ROAD
 GC1612'AND FLUSH WITH THE GROUND.  TVA POST AND SIGN SET.
 GC1612
 GC1612                          STATION RECOVERY (1972)
 GC1612
 GC1612'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1582 ***********************************************************************
 GC1582  DESIGNATION -  H 168
 GC1582  PID         -  GC1582
 GC1582  STATE/COUNTY-  TN/HUMPHREYS
 GC1582  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1582
 GC1582                         *CURRENT SURVEY CONTROL
 GC1582  ___________________________________________________________________
 GC1582* NAD 83(1986)-  36 01 05.     (N)    087 59 27.     (W)     SCALED    
 GC1582* NAVD 88     -       118.427  (meters)     388.54   (feet)  ADJUSTED  
 GC1582  ___________________________________________________________________
 GC1582  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GC1582  DYNAMIC HT  -         118.327 (meters)     388.21  (feet)  COMP
 GC1582  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GC1582
 GC1582  VERT ORDER  -  FIRST     CLASS II
 GC1582
 GC1582.The horizontal coordinates were scaled from a topographic map and have
 GC1582.an estimated accuracy of +/- 6 seconds.
 GC1582
 GC1582.The orthometric height was determined by differential leveling
 GC1582.and adjusted by the National Geodetic Survey in June 1991..
 GC1582
 GC1582.The geoid height was determined by GEOID03.
 GC1582
 GC1582.The dynamic height is computed by dividing the NAVD 88
 GC1582.geopotential number by the normal gravity value computed on the
 GC1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1582.degrees latitude (g = 980.6199 gals.).
 GC1582
 GC1582.The modeled gravity was interpolated from observed gravity values.
 GC1582
 GC1582;                    North         East    Units  Estimated Accuracy
 GC1582;SPC TN       -   188,740.      420,560.      MT  (+/- 180 meters Scaled)
 GC1582
 GC1582                          SUPERSEDED SURVEY CONTROL
 GC1582
 GC1582  NGVD 29 (??/??/92)  118.460  (m)          388.65   (f) ADJ UNCH    1 2
 GC1582
 GC1582.Superseded values are not recommended for survey control.
 GC1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1582.See file dsdata.txt to determine how the superseded data were derived.
 GC1582
 GC1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE107864(NAD 83)
 GC1582_MARKER: DB = BENCH MARK DISK
 GC1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1582_STAMPING: H 168 1947
 GC1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1582+STABILITY: SURFACE MOTION
 GC1582
 GC1582  HISTORY     - Date     Condition        Report By
 GC1582  HISTORY     - 1947     MONUMENTED       CGS
 GC1582  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1582
 GC1582                          STATION DESCRIPTION
 GC1582
 GC1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1582'0.2 MI W FROM JOHNSONVILLE.
 GC1582'0.2 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1582'RAILWAY FROM THE STATION AT JOHNSONVILLE, 176 FEET NORTHWEST
 GC1582'ACROSS A GRAVEL ROAD FROM POLE 79/25, AT THE EASTERNMOST ONE OF 4
 GC1582'SMALL WHITE SHINGLE HOUSES, IN THE NORTHEAST CORNER OF THE YARD,
 GC1582'56 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 32 FEET
 GC1582'WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH GRAVEL ROAD, IN
 GC1582'LINE WITH A ROW OF POLES LEADING NORTH, 4 FEET SOUTH OF A POLE,
 GC1582'ABOUT 3 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A CONCRETE
 GC1582'POST PROJECTING ABOUT 4 INCHES.
 GC1582
 GC1582                          STATION RECOVERY (1972)
 GC1582
 GC1582'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0106 ***********************************************************************
 FE0106  DESIGNATION -  H 169
 FE0106  PID         -  FE0106
 FE0106  STATE/COUNTY-  TN/DECATUR
 FE0106  USGS QUAD   -  JEANNETTE (1986)
 FE0106
 FE0106                         *CURRENT SURVEY CONTROL
 FE0106  ___________________________________________________________________
 FE0106* NAD 83(1986)-  35 41 30.     (N)    088 06 32.     (W)     SCALED    
 FE0106* NAVD 88     -       159.867  (meters)     524.50   (feet)  ADJUSTED  
 FE0106  ___________________________________________________________________
 FE0106  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0106  DYNAMIC HT  -         159.728 (meters)     524.04  (feet)  COMP
 FE0106  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 FE0106
 FE0106  VERT ORDER  -  FIRST     CLASS II
 FE0106
 FE0106.The horizontal coordinates were scaled from a topographic map and have
 FE0106.an estimated accuracy of +/- 6 seconds.
 FE0106
 FE0106.The orthometric height was determined by differential leveling
 FE0106.and adjusted by the National Geodetic Survey in June 1991..
 FE0106
 FE0106.The geoid height was determined by GEOID03.
 FE0106
 FE0106.The dynamic height is computed by dividing the NAVD 88
 FE0106.geopotential number by the normal gravity value computed on the
 FE0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0106.degrees latitude (g = 980.6199 gals.).
 FE0106
 FE0106.The modeled gravity was interpolated from observed gravity values.
 FE0106
 FE0106;                    North         East    Units  Estimated Accuracy
 FE0106;SPC TN       -   152,760.      409,140.      MT  (+/- 180 meters Scaled)
 FE0106
 FE0106                          SUPERSEDED SURVEY CONTROL
 FE0106
 FE0106  NGVD 29 (??/??/??)  159.883  (m)          524.55   (f) ADJUSTED    1 2
 FE0106
 FE0106.Superseded values are not recommended for survey control.
 FE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0106.See file dsdata.txt to determine how the superseded data were derived.
 FE0106
 FE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE996503(NAD 83)
 FE0106_MARKER: DD = SURVEY DISK
 FE0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0106_STAMPING: H 169 1947
 FE0106_MARK LOGO: TVA   
 FE0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0106+STABILITY: SURFACE MOTION
 FE0106
 FE0106  HISTORY     - Date     Condition        Report By
 FE0106  HISTORY     - 1947     MONUMENTED       TVA
 FE0106  HISTORY     - 1947     GOOD             CGS
 FE0106
 FE0106                          STATION DESCRIPTION
 FE0106
 FE0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0106'3.1 MI N FROM PARSONS.
 FE0106'ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0106'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0106'ABOUT 0.7 MILE NORTH OF THE CROSSROADS BAPTIST CHURCH AND
 FE0106'CEMETERY, ABOUT 200 YARDS NORTHEAST OF A WHITE FARMHOUSE
 FE0106'NORTHWEST OF THE HIGHWAY, AT THE JUNCTION OF A GRAVEL ROAD
 FE0106'LEADING NORTH, 65 FEET NORTHEAST ACROSS THE ROAD FROM THE
 FE0106'NORTHEAST CORNER OF A 10-FOOT WOODEN HIGHWAY BRIDGE, 29.5 FEET
 FE0106'NORTHEAST OF THE NORTHEAST END OF A 3-FOOT WOODEN ROAD BRIDGE,
 FE0106'42 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET NORTH OF
 FE0106'THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF A 6-INCH CEDAR
 FE0106'TREE, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN
 FE0106'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND IN THE
 FE0106'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- THIS
 FE0106'BENCH MARK WAS ESTABLISHED BY THIS PARTY, USING A PRECAST
 FE0106'CONCRETE POST FURNISHED BY THE TENN. VALLEY AUTHORITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0397 ***********************************************************************
 FF0397  DESIGNATION -  H 17
 FF0397  PID         -  FF0397
 FF0397  STATE/COUNTY-  TN/SHELBY
 FF0397  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0397
 FF0397                         *CURRENT SURVEY CONTROL
 FF0397  ___________________________________________________________________
 FF0397* NAD 83(1986)-  35 06 45.     (N)    090 03 19.     (W)     SCALED    
 FF0397* NAVD 88     -        83.568  (meters)     274.17   (feet)  ADJUSTED  
 FF0397  ___________________________________________________________________
 FF0397  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0397  DYNAMIC HT  -          83.492 (meters)     273.92  (feet)  COMP
 FF0397  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 FF0397
 FF0397  VERT ORDER  -  SECOND    CLASS 0
 FF0397
 FF0397.The horizontal coordinates were scaled from a topographic map and have
 FF0397.an estimated accuracy of +/- 6 seconds.
 FF0397
 FF0397.The orthometric height was determined by differential leveling
 FF0397.and adjusted by the National Geodetic Survey in June 1991..
 FF0397
 FF0397.The geoid height was determined by GEOID03.
 FF0397
 FF0397.The dynamic height is computed by dividing the NAVD 88
 FF0397.geopotential number by the normal gravity value computed on the
 FF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0397.degrees latitude (g = 980.6199 gals.).
 FF0397
 FF0397.The modeled gravity was interpolated from observed gravity values.
 FF0397
 FF0397;                    North         East    Units  Estimated Accuracy
 FF0397;SPC TN       -    94,110.      230,400.      MT  (+/- 180 meters Scaled)
 FF0397
 FF0397                          SUPERSEDED SURVEY CONTROL
 FF0397
 FF0397  NGVD 29 (??/??/??)   83.532  (m)          274.05   (f) ADJUSTED    2 0
 FF0397
 FF0397.Superseded values are not recommended for survey control.
 FF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0397.See file dsdata.txt to determine how the superseded data were derived.
 FF0397
 FF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683894(NAD 83)
 FF0397_MARKER: DB = BENCH MARK DISK
 FF0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0397_STAMPING: H 17 1934
 FF0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0397+STABILITY: SURFACE MOTION
 FF0397
 FF0397  HISTORY     - Date     Condition        Report By
 FF0397  HISTORY     - 1934     MONUMENTED       CGS
 FF0397  HISTORY     - 1938     GOOD             CGS
 FF0397  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0397
 FF0397                          STATION DESCRIPTION
 FF0397
 FF0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FF0397'AT MEMPHIS.
 FF0397'AT MEMPHIS, SHELBY COUNTY, 1/4 MILE SOUTH OF THE INTERSECTION
 FF0397'OF MC LEMORE AVENUE AND SOUTH THIRD STREET, 288 FEET NORTHWEST
 FF0397'OF THE THIRD STREET VIADUCT, 100 FEET WEST OF THE SULLIVAN
 FF0397'COMPANY CONCRETE BUILDING, AND 24 FEET NORTHEAST OF THE CENTERLINE
 FF0397'OF THE EAST TRACK.  A STANDARD DISK, STAMPED H 17 1934 AND SET IN
 FF0397'THE TOP OF A CONCRETE POST.
 FF0397
 FF0397                          STATION RECOVERY (1974)
 FF0397
 FF0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1258 ***********************************************************************
 FD1258  DESIGNATION -  H 170
 FD1258  PID         -  FD1258
 FD1258  STATE/COUNTY-  TN/PERRY
 FD1258  USGS QUAD   -  POPE (1973)
 FD1258
 FD1258                         *CURRENT SURVEY CONTROL
 FD1258  ___________________________________________________________________
 FD1258* NAD 83(1986)-  35 31 16.     (N)    087 55 33.     (W)     SCALED    
 FD1258* NAVD 88     -       130.884  (meters)     429.41   (feet)  ADJUSTED  
 FD1258  ___________________________________________________________________
 FD1258  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1258  DYNAMIC HT  -         130.764 (meters)     429.01  (feet)  COMP
 FD1258  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FD1258
 FD1258  VERT ORDER  -  FIRST     CLASS II
 FD1258
 FD1258.The horizontal coordinates were scaled from a topographic map and have
 FD1258.an estimated accuracy of +/- 6 seconds.
 FD1258
 FD1258.The orthometric height was determined by differential leveling
 FD1258.and adjusted by the National Geodetic Survey in June 1991..
 FD1258
 FD1258.The geoid height was determined by GEOID03.
 FD1258
 FD1258.The dynamic height is computed by dividing the NAVD 88
 FD1258.geopotential number by the normal gravity value computed on the
 FD1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1258.degrees latitude (g = 980.6199 gals.).
 FD1258
 FD1258.The modeled gravity was interpolated from observed gravity values.
 FD1258
 FD1258;                    North         East    Units  Estimated Accuracy
 FD1258;SPC TN       -   133,500.      425,330.      MT  (+/- 180 meters Scaled)
 FD1258
 FD1258                          SUPERSEDED SURVEY CONTROL
 FD1258
 FD1258  NGVD 29 (??/??/92)  130.892  (m)          429.43   (f) ADJ UNCH    1 2
 FD1258
 FD1258.Superseded values are not recommended for survey control.
 FD1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1258.See file dsdata.txt to determine how the superseded data were derived.
 FD1258
 FD1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE160312(NAD 83)
 FD1258_MARKER: DD = SURVEY DISK
 FD1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1258_STAMPING: H 170 1947
 FD1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1258+STABILITY: SURFACE MOTION
 FD1258
 FD1258  HISTORY     - Date     Condition        Report By
 FD1258  HISTORY     - 1947     MONUMENTED       TVA
 FD1258  HISTORY     - 1947     GOOD             NGS
 FD1258  HISTORY     - 1975     MARK NOT FOUND   TVA
 FD1258
 FD1258                          STATION DESCRIPTION
 FD1258
 FD1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1258'13.8 MI NE FROM CLIFTON.
 FD1258'ABOUT 13.85 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE
 FD1258'RIVERSIDE HOTEL AT CLIFTON, ABOUT 0.4 MILE SOUTH OF THE JUNCTION
 FD1258'OF A ROAD LEADING NORTHWEST AND DALTON MOORES GENERAL STORE, ABOUT
 FD1258'0.15 MILE SOUTH OF THE STEEL BRIDGE OVER CEDAR CREEK, ON THE
 FD1258'WEST SIDE OF THE ROAD AT A WHITE FARM HOUSE, 32 FEET WEST OF THE
 FD1258'CENTER LINE OF THE ROAD, 60 FEET SOUTHEAST OF THE SOUTHEAST
 FD1258'CORNER OF THE HOUSE, 81 FEET EAST OF THE NORTHEAST CORNER OF THE
 FD1258'GARAGE, 9 FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY, 4 FEET
 FD1258'WEST OF THE SOUTHEAST CORNER FENCE POST, 1 FOOT SOUTH OF THE
 FD1258'YARD FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FD1258'LEVEL WITH THE CENTER OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FD1258'POST PROJECTING 4 INCHES.
 FD1258
 FD1258                          STATION RECOVERY (1975)
 FD1258
 FD1258'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0243 ***********************************************************************
 FE0243  DESIGNATION -  H 171
 FE0243  PID         -  FE0243
 FE0243  STATE/COUNTY-  TN/HARDIN
 FE0243  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0243
 FE0243                         *CURRENT SURVEY CONTROL
 FE0243  ___________________________________________________________________
 FE0243* NAD 83(1986)-  35 12 48.     (N)    088 19 21.     (W)     SCALED    
 FE0243* NAVD 88     -       117.015  (meters)     383.91   (feet)  ADJUSTED  
 FE0243  ___________________________________________________________________
 FE0243  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0243  DYNAMIC HT  -         116.908 (meters)     383.56  (feet)  COMP
 FE0243  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 FE0243
 FE0243  VERT ORDER  -  FIRST     CLASS II
 FE0243
 FE0243.The horizontal coordinates were scaled from a topographic map and have
 FE0243.an estimated accuracy of +/- 6 seconds.
 FE0243
 FE0243.The orthometric height was determined by differential leveling
 FE0243.and adjusted by the National Geodetic Survey in June 1991..
 FE0243
 FE0243.The geoid height was determined by GEOID03.
 FE0243
 FE0243.The dynamic height is computed by dividing the NAVD 88
 FE0243.geopotential number by the normal gravity value computed on the
 FE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0243.degrees latitude (g = 980.6199 gals.).
 FE0243
 FE0243.The modeled gravity was interpolated from observed gravity values.
 FE0243
 FE0243;                    North         East    Units  Estimated Accuracy
 FE0243;SPC TN       -   100,150.      388,550.      MT  (+/- 180 meters Scaled)
 FE0243
 FE0243                          SUPERSEDED SURVEY CONTROL
 FE0243
 FE0243  NGVD 29 (??/??/??)  117.026  (m)          383.94   (f) ADJUSTED    1 2
 FE0243
 FE0243.Superseded values are not recommended for survey control.
 FE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0243.See file dsdata.txt to determine how the superseded data were derived.
 FE0243
 FE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD796975(NAD 83)
 FE0243_MARKER: DD = SURVEY DISK
 FE0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0243_SP_SET: CULVERT
 FE0243_STAMPING: H 171 1947
 FE0243_MARK LOGO: TVA   
 FE0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0243
 FE0243  HISTORY     - Date     Condition        Report By
 FE0243  HISTORY     - 1947     MONUMENTED       TVA
 FE0243  HISTORY     - 1947     GOOD             CGS
 FE0243  HISTORY     - 1962     GOOD             TVA
 FE0243
 FE0243                          STATION DESCRIPTION
 FE0243
 FE0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0243'0.6 MI S FROM CRUMP.
 FE0243'0.6 MILE SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0243'AND CEMETERY AT CRUMP, ABOUT 300 FEET SOUTH OF THE JUNCTION OF
 FE0243'A GRAVEL ROAD LEADING EAST, ABOUT 250 FEET NORTH OF A DIM
 FE0243'CROSSROAD, SET IN THE TOP OF THE CENTER OF THE WEST CONCRETE
 FE0243'HEAD WALL OF A DOUBLE 24-FOOT CONCRETE BOX CULVERT, 38 FEET WEST
 FE0243'OF AND ABOUT 10 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 FE0243
 FE0243                          STATION RECOVERY (1962)
 FE0243
 FE0243'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 FE0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1324 ***********************************************************************
 GC1324  DESIGNATION -  H 172
 GC1324  PID         -  GC1324
 GC1324  STATE/COUNTY-  TN/CHEATHAM
 GC1324  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1324
 GC1324                         *CURRENT SURVEY CONTROL
 GC1324  ___________________________________________________________________
 GC1324* NAD 83(1986)-  36 06 30.     (N)    087 04 27.     (W)     SCALED    
 GC1324* NAVD 88     -       152.791  (meters)     501.28   (feet)  ADJUSTED  
 GC1324  ___________________________________________________________________
 GC1324  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1324  DYNAMIC HT  -         152.660 (meters)     500.85  (feet)  COMP
 GC1324  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GC1324
 GC1324  VERT ORDER  -  FIRST     CLASS II
 GC1324
 GC1324.The horizontal coordinates were scaled from a topographic map and have
 GC1324.an estimated accuracy of +/- 6 seconds.
 GC1324
 GC1324.The orthometric height was determined by differential leveling
 GC1324.and adjusted by the National Geodetic Survey in June 1991..
 GC1324
 GC1324.The geoid height was determined by GEOID03.
 GC1324
 GC1324.The dynamic height is computed by dividing the NAVD 88
 GC1324.geopotential number by the normal gravity value computed on the
 GC1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1324.degrees latitude (g = 980.6199 gals.).
 GC1324
 GC1324.The modeled gravity was interpolated from observed gravity values.
 GC1324
 GC1324;                    North         East    Units  Estimated Accuracy
 GC1324;SPC TN       -   197,470.      503,290.      MT  (+/- 180 meters Scaled)
 GC1324
 GC1324                          SUPERSEDED SURVEY CONTROL
 GC1324
 GC1324  NGVD 29 (??/??/92)  152.815  (m)          501.36   (f) ADJ UNCH    1 2
 GC1324
 GC1324.Superseded values are not recommended for survey control.
 GC1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1324.See file dsdata.txt to determine how the superseded data were derived.
 GC1324
 GC1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE933959(NAD 83)
 GC1324_MARKER: DB = BENCH MARK DISK
 GC1324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1324_SP_SET: BRIDGE
 GC1324_STAMPING: H 172 1948
 GC1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1324
 GC1324  HISTORY     - Date     Condition        Report By
 GC1324  HISTORY     - 1948     MONUMENTED       CGS
 GC1324
 GC1324                          STATION DESCRIPTION
 GC1324
 GC1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1324'1.4 MI W FROM PEGRAM.
 GC1324'1.4 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1324'RAILWAY FROM THE STATION AT PEGRAM, SET IN THE TOP OF THE
 GC1324'NORTHWEST CORNER OF THE EAST BRIDGE SEAT OF A DOUBLE SPAN STEEL
 GC1324'BRIDGE NO. 21.2 OVER HARPETH RIVER, 13.7 FEET NORTH OF THE
 GC1324'NORTH RAIL OF THE TRACK, 1.5 FEET EAST OF THE WEST EDGE OF THE
 GC1324'BRIDGE SEAT, 1 FOOT SOUTH OF THE NORTH END OF THE BRIDGE SEAT
 GC1324'AND ABOUT 5 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1555 ***********************************************************************
 GC1555  DESIGNATION -  H 173
 GC1555  PID         -  GC1555
 GC1555  STATE/COUNTY-  TN/HUMPHREYS
 GC1555  USGS QUAD   -  WAVERLY (1987)
 GC1555
 GC1555                         *CURRENT SURVEY CONTROL
 GC1555  ___________________________________________________________________
 GC1555* NAD 83(1986)-  36 05 09.     (N)    087 45 26.     (W)     SCALED    
 GC1555* NAVD 88     -       173.234  (meters)     568.35   (feet)  ADJUSTED  
 GC1555  ___________________________________________________________________
 GC1555  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1555  DYNAMIC HT  -         173.084 (meters)     567.86  (feet)  COMP
 GC1555  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 GC1555
 GC1555  VERT ORDER  -  FIRST     CLASS II
 GC1555
 GC1555.The horizontal coordinates were scaled from a topographic map and have
 GC1555.an estimated accuracy of +/- 6 seconds.
 GC1555
 GC1555.The orthometric height was determined by differential leveling
 GC1555.and adjusted by the National Geodetic Survey in June 1991..
 GC1555
 GC1555.The geoid height was determined by GEOID03.
 GC1555
 GC1555.The dynamic height is computed by dividing the NAVD 88
 GC1555.geopotential number by the normal gravity value computed on the
 GC1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1555.degrees latitude (g = 980.6199 gals.).
 GC1555
 GC1555.The modeled gravity was interpolated from observed gravity values.
 GC1555
 GC1555;                    North         East    Units  Estimated Accuracy
 GC1555;SPC TN       -   195,860.      441,750.      MT  (+/- 180 meters Scaled)
 GC1555
 GC1555                          SUPERSEDED SURVEY CONTROL
 GC1555
 GC1555  NGVD 29 (??/??/92)  173.257  (m)          568.43   (f) ADJ UNCH    1 2
 GC1555
 GC1555.Superseded values are not recommended for survey control.
 GC1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1555.See file dsdata.txt to determine how the superseded data were derived.
 GC1555
 GC1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE318937(NAD 83)
 GC1555_MARKER: DB = BENCH MARK DISK
 GC1555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1555_SP_SET: ABUTMENT
 GC1555_STAMPING: H 173 1948
 GC1555_MARK LOGO: CGS   
 GC1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1555+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1987
 GC1555
 GC1555  HISTORY     - Date     Condition        Report By
 GC1555  HISTORY     - 1948     MONUMENTED       CGS
 GC1555  HISTORY     - 1972     GOOD             TVA
 GC1555  HISTORY     - 19870623 GOOD             LOCENG
 GC1555  HISTORY     - 1988     GOOD             USPSQD
 GC1555
 GC1555                          STATION DESCRIPTION
 GC1555
 GC1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1555'2 MI E FROM WAVERLY.
 GC1555'2.0 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1555'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 22 1/2 POLES WEST OF
 GC1555'MILE POST 64, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 GC1555'ABUTMENT OF BRIDGE NO. 64.5, 6.5 FEET SOUTH OF THE SOUTH RAIL OF
 GC1555'THE TRACK AND ABOUT 1/2 FOOT BELOW THE TRACK.
 GC1555
 GC1555                          STATION RECOVERY (1972)
 GC1555
 GC1555'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1555'RECOVERED IN GOOD CONDITION.
 GC1555
 GC1555                          STATION RECOVERY (1987)
 GC1555
 GC1555'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1555'RECOVERED IN GOOD CONDITION.
 GC1555
 GC1555                          STATION RECOVERY (1988)
 GC1555
 GC1555'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0728 ***********************************************************************
 FE0728  DESIGNATION -  H 174
 FE0728  PID         -  FE0728
 FE0728  STATE/COUNTY-  TN/MADISON
 FE0728  USGS QUAD   -  JACKSON NORTH (1983)
 FE0728
 FE0728                         *CURRENT SURVEY CONTROL
 FE0728  ___________________________________________________________________
 FE0728* NAD 83(1986)-  35 37 42.     (N)    088 46 47.     (W)     SCALED    
 FE0728* NAVD 88     -       140.630  (meters)     461.38   (feet)  ADJUSTED  
 FE0728  ___________________________________________________________________
 FE0728  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0728  DYNAMIC HT  -         140.503 (meters)     460.97  (feet)  COMP
 FE0728  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 FE0728
 FE0728  VERT ORDER  -  FIRST     CLASS II
 FE0728
 FE0728.The horizontal coordinates were scaled from a topographic map and have
 FE0728.an estimated accuracy of +/- 6 seconds.
 FE0728
 FE0728.The orthometric height was determined by differential leveling
 FE0728.and adjusted by the National Geodetic Survey in June 1991..
 FE0728
 FE0728.The geoid height was determined by GEOID03.
 FE0728
 FE0728.The dynamic height is computed by dividing the NAVD 88
 FE0728.geopotential number by the normal gravity value computed on the
 FE0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0728.degrees latitude (g = 980.6199 gals.).
 FE0728
 FE0728.The modeled gravity was interpolated from observed gravity values.
 FE0728
 FE0728;                    North         East    Units  Estimated Accuracy
 FE0728;SPC TN       -   147,260.      348,250.      MT  (+/- 180 meters Scaled)
 FE0728
 FE0728                          SUPERSEDED SURVEY CONTROL
 FE0728
 FE0728  NGVD 29 (??/??/??)  140.664  (m)          461.50   (f) ADJUSTED    1 2
 FE0728
 FE0728.Superseded values are not recommended for survey control.
 FE0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0728.See file dsdata.txt to determine how the superseded data were derived.
 FE0728
 FE0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE388441(NAD 83)
 FE0728_MARKER: DB = BENCH MARK DISK
 FE0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0728_STAMPING: H 174 1948
 FE0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0728+STABILITY: SURFACE MOTION
 FE0728
 FE0728  HISTORY     - Date     Condition        Report By
 FE0728  HISTORY     - 1948     MONUMENTED       CGS
 FE0728  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0728
 FE0728                          STATION DESCRIPTION
 FE0728
 FE0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0728'2 MI NE FROM JACKSON.
 FE0728'ABOUT 2.0 MILES EAST AND NORTHEAST ALONG LEXINGTON AVENUE AND A ROAD
 FE0728'TO THE MUNICIPAL AIRPORT FROM THE INTERSECTION OF THE GULF,
 FE0728'MOBILE AND OHIO RAILROAD, AT THE MUNICIPAL AIRPORT, 32.5 FEET
 FE0728'SOUTHEAST OF THE SOUTH CORNER OF A LARGE WOODEN HANGAR, 136.5 FEET
 FE0728'NORTHEAST OF THE EAST CORNER OF THE MAIN HANGAR, SET AT THE
 FE0728'SOUTHWEST EDGE OF A CONCRETE APRON IN FRONT OF THE WOODEN HANGAR,
 FE0728'47 FEET NORTHWEST OF THE SOUTH CORNER OF THE CONCRETE APRON, AND
 FE0728'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND APRON.
 FE0728
 FE0728                          STATION RECOVERY (2002)
 FE0728
 FE0728'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0728'SUSPECTED DESTROYED DUE TO OLD AIRPORT NOW BEING A LARGE INDUSTRIAL
 FE0728'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0579 ***********************************************************************
 FE0579  DESIGNATION -  H 175
 FE0579  PID         -  FE0579
 FE0579  STATE/COUNTY-  TN/MCNAIRY
 FE0579  USGS QUAD   -  PURDY (1984)
 FE0579
 FE0579                         *CURRENT SURVEY CONTROL
 FE0579  ___________________________________________________________________
 FE0579* NAD 83(1986)-  35 10 26.     (N)    088 32 30.     (W)     SCALED    
 FE0579* NAVD 88     -       142.512  (meters)     467.56   (feet)  ADJUSTED  
 FE0579  ___________________________________________________________________
 FE0579  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0579  DYNAMIC HT  -         142.379 (meters)     467.12  (feet)  COMP
 FE0579  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FE0579
 FE0579  VERT ORDER  -  FIRST     CLASS II
 FE0579
 FE0579.The horizontal coordinates were scaled from a topographic map and have
 FE0579.an estimated accuracy of +/- 6 seconds.
 FE0579
 FE0579.The orthometric height was determined by differential leveling
 FE0579.and adjusted by the National Geodetic Survey in June 1991..
 FE0579
 FE0579.The geoid height was determined by GEOID03.
 FE0579
 FE0579.The dynamic height is computed by dividing the NAVD 88
 FE0579.geopotential number by the normal gravity value computed on the
 FE0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0579.degrees latitude (g = 980.6199 gals.).
 FE0579
 FE0579.The modeled gravity was interpolated from observed gravity values.
 FE0579
 FE0579;                    North         East    Units  Estimated Accuracy
 FE0579;SPC TN       -    96,270.      368,490.      MT  (+/- 180 meters Scaled)
 FE0579
 FE0579                          SUPERSEDED SURVEY CONTROL
 FE0579
 FE0579  NGVD 29 (??/??/??)  142.507  (m)          467.54   (f) ADJUSTED    1 2
 FE0579
 FE0579.Superseded values are not recommended for survey control.
 FE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0579.See file dsdata.txt to determine how the superseded data were derived.
 FE0579
 FE0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD596934(NAD 83)
 FE0579_MARKER: DB = BENCH MARK DISK
 FE0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0579_STAMPING: H 175 1949
 FE0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0579+STABILITY: SURFACE MOTION
 FE0579
 FE0579  HISTORY     - Date     Condition        Report By
 FE0579  HISTORY     - 1949     MONUMENTED       CGS
 FE0579  HISTORY     - 1972     GOOD             TVA
 FE0579  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0579
 FE0579                          STATION DESCRIPTION
 FE0579
 FE0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0579'3.3 MI E FROM SELMER.
 FE0579'3.3 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE AT
 FE0579'SELMER, MCNAIRY  COUNTY, AT THE INTERSECTION OF AN EAST-AND-WEST
 FE0579'GRAVEL ROAD, 142 FEET EAST-NORTHEAST ACROSS THE GRAVEL ROAD FROM
 FE0579'POWER POLE 611, 86 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FE0579'HIGHWAY, 35 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 FE0579'14.5 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A WIRE FENCE,
 FE0579'2 FEET NORTH OF A STEEL POST, 2 FEET SOUTH OF A WHITE WOODEN
 FE0579'WITNESS POST, AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 FE0579'A STANDARD DISK, STAMPED H 175 1949 AND SET IN THE TOP OF A
 FE0579'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- POWER
 FE0579'POLE IT HAS BEEN TAKEN DOWN.  18.0 FT SW TO 10 IN CEDAR, 29.5
 FE0579'W TO 16 IN S GUM.
 FE0579
 FE0579                          STATION RECOVERY (1972)
 FE0579
 FE0579'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0579'RECOVERED IN GOOD CONDITION.
 FE0579
 FE0579                          STATION RECOVERY (2002)
 FE0579
 FE0579'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0579'SUSPECTED DESTROYED DUE TO HWY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0881 ***********************************************************************
 FD0881  DESIGNATION -  H 176
 FD0881  PID         -  FD0881
 FD0881  STATE/COUNTY-  TN/LAWRENCE
 FD0881  USGS QUAD   -  SUMMERTOWN (1976)
 FD0881
 FD0881                         *CURRENT SURVEY CONTROL
 FD0881  ___________________________________________________________________
 FD0881* NAD 83(1986)-  35 25 58.     (N)    087 18 27.     (W)     SCALED    
 FD0881* NAVD 88     -       310.469  (meters)    1018.60   (feet)  ADJUSTED  
 FD0881  ___________________________________________________________________
 FD0881  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0881  DYNAMIC HT  -         310.181 (meters)    1017.65  (feet)  COMP
 FD0881  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 FD0881
 FD0881  VERT ORDER  -  FIRST     CLASS II
 FD0881
 FD0881.The horizontal coordinates were scaled from a topographic map and have
 FD0881.an estimated accuracy of +/- 6 seconds.
 FD0881
 FD0881.The orthometric height was determined by differential leveling
 FD0881.and adjusted by the National Geodetic Survey in June 1991..
 FD0881
 FD0881.The geoid height was determined by GEOID03.
 FD0881
 FD0881.The dynamic height is computed by dividing the NAVD 88
 FD0881.geopotential number by the normal gravity value computed on the
 FD0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0881.degrees latitude (g = 980.6199 gals.).
 FD0881
 FD0881.The modeled gravity was interpolated from observed gravity values.
 FD0881
 FD0881;                    North         East    Units  Estimated Accuracy
 FD0881;SPC TN       -   122,780.      481,280.      MT  (+/- 180 meters Scaled)
 FD0881
 FD0881                          SUPERSEDED SURVEY CONTROL
 FD0881
 FD0881  NGVD 29 (??/??/92)  310.438  (m)         1018.50   (f) ADJ UNCH    1 2
 FD0881
 FD0881.Superseded values are not recommended for survey control.
 FD0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0881.See file dsdata.txt to determine how the superseded data were derived.
 FD0881
 FD0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE720210(NAD 83)
 FD0881_MARKER: DB = BENCH MARK DISK
 FD0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0881_STAMPING: H 176 1949
 FD0881_MARK LOGO: CGS   
 FD0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0881+STABILITY: SURFACE MOTION
 FD0881
 FD0881  HISTORY     - Date     Condition        Report By
 FD0881  HISTORY     - 1949     MONUMENTED       CGS
 FD0881  HISTORY     - 1973     GOOD             TVA
 FD0881  HISTORY     - 1983     GOOD             NGS
 FD0881
 FD0881                          STATION DESCRIPTION
 FD0881
 FD0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0881'AT SUMMERTOWN.
 FD0881'AT SUMMERTOWN, ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 20
 FD0881'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION THENCE ABOUT
 FD0881'0.15 MILE SOUTH ALONG A GRAVEL STREET, AT THE NORTHEAST CORNER
 FD0881'OF THE SUMMERTOWN SCHOOL GROUNDS, 98 FEET WEST OF THE CENTER LINE
 FD0881'OF THE NORTH-SOUTH GRAVEL ROAD, 33 FEET SOUTH OF THE CENTER LINE
 FD0881'OF A GRAVEL ROAD LEADING WEST, 216.5 FEET NORTHEAST OF THE
 FD0881'NORTHEAST CORNER OF THE BRICK ELEMENTARY SCHOOL BUILDING, 150 FEET
 FD0881'WEST AND ACROSS NORTH-SOUTH ROAD FROM THE NORTHWEST CORNER OF
 FD0881'THE SUMMERTOWN METHODIST CHURCH, 23 FEET NORTHWEST OF THE CENTER
 FD0881'LINE OF A DRIVE TO THE SCHOOL, 2 FEET WEST OF A WHITE WOODEN WITNESS
 FD0881'POST, ABOUT LEVEL WITH THE ROAD WEST AND SET IN THE TOP OF A
 FD0881'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE CRESTVIEW POST OFFICE
 FD0881'IS AT THE CROSSING OF THE L. AND N. RR AND STATE HIGHWAY 20 BUT THE
 FD0881'STATION IS SUMMERTOWN.  THE VILLAGE OF SUMMERTOWN IS ABOUT 0.8
 FD0881'MILE WEST OF THE RAILROAD CROSSING.
 FD0881
 FD0881                          STATION RECOVERY (1973)
 FD0881
 FD0881'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0881'RECOVERED IN GOOD CONDITION.
 FD0881
 FD0881                          STATION RECOVERY (1983)
 FD0881
 FD0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0881'RECOVERED IN GOOD CONDITION.
 FD0881'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0273 ***********************************************************************
 GD0273  DESIGNATION -  H 177
 GD0273  PID         -  GD0273
 GD0273  STATE/COUNTY-  TN/WEAKLEY
 GD0273  USGS QUAD   -  DRESDEN (1981)
 GD0273
 GD0273                         *CURRENT SURVEY CONTROL
 GD0273  ___________________________________________________________________
 GD0273* NAD 83(1986)-  36 18 13.     (N)    088 44 30.     (W)     SCALED    
 GD0273* NAVD 88     -       115.150  (meters)     377.79   (feet)  ADJUSTED  
 GD0273  ___________________________________________________________________
 GD0273  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0273  DYNAMIC HT  -         115.055 (meters)     377.48  (feet)  COMP
 GD0273  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GD0273
 GD0273  VERT ORDER  -  FIRST     CLASS II
 GD0273
 GD0273.The horizontal coordinates were scaled from a topographic map and have
 GD0273.an estimated accuracy of +/- 6 seconds.
 GD0273
 GD0273.The orthometric height was determined by differential leveling
 GD0273.and adjusted by the National Geodetic Survey in June 1991..
 GD0273
 GD0273.The geoid height was determined by GEOID03.
 GD0273
 GD0273.The dynamic height is computed by dividing the NAVD 88
 GD0273.geopotential number by the normal gravity value computed on the
 GD0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0273.degrees latitude (g = 980.6199 gals.).
 GD0273
 GD0273.The modeled gravity was interpolated from observed gravity values.
 GD0273
 GD0273;                    North         East    Units  Estimated Accuracy
 GD0273;SPC TN       -   222,050.      353,790.      MT  (+/- 180 meters Scaled)
 GD0273
 GD0273                          SUPERSEDED SURVEY CONTROL
 GD0273
 GD0273  NGVD 29 (??/??/??)  115.172  (m)          377.86   (f) ADJUSTED    1 2
 GD0273
 GD0273.Superseded values are not recommended for survey control.
 GD0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0273.See file dsdata.txt to determine how the superseded data were derived.
 GD0273
 GD0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF436190(NAD 83)
 GD0273_MARKER: DB = BENCH MARK DISK
 GD0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0273_STAMPING: H 177 1949
 GD0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0273+STABILITY: SURFACE MOTION
 GD0273
 GD0273  HISTORY     - Date     Condition        Report By
 GD0273  HISTORY     - 1949     MONUMENTED       CGS
 GD0273  HISTORY     - 1967     GOOD             CGS
 GD0273
 GD0273                          STATION DESCRIPTION
 GD0273
 GD0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0273'2.4 MI NW FROM DRESDEN.
 GD0273'ABOUT 2.4 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0273'RAILROAD FROM THE STATION IN DRESDEN, BETWEEN TELEGRAPH POLES
 GD0273'134/11 AND 134/12, 50 FEET SOUTH-SOUTHEAST OF AN OLD ABANDONED
 GD0273'RAILROAD AND DIRT ROAD CROSSING, 26 FEET SOUTHWEST OF THE
 GD0273'SOUTHWEST RAIL OF THE RAILROAD TRACK, 25 FEET EAST OF THE
 GD0273'APPROXIMATE CENTER OF THE ABANDONED DIRT ROAD, 13.5 FEET
 GD0273'SOUTHEAST OF A RAILROAD CROSSING SIGN, 6.5 FEET SOUTHEAST OF A
 GD0273'FENCE CORNER POST, 2 FEET NORTHEAST OF A FENCE, AND 1.8 FEET
 GD0273'NORTHWEST OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET
 GD0273'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD0273'3 INCHES AND IS ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0195 ***********************************************************************
 FD0195  DESIGNATION -  H 178
 FD0195  PID         -  FD0195
 FD0195  STATE/COUNTY-  TN/FRANKLIN
 FD0195  USGS QUAD   -  HUNTLAND (1972)
 FD0195
 FD0195                         *CURRENT SURVEY CONTROL
 FD0195  ___________________________________________________________________
 FD0195* NAD 83(1986)-  35 03 18.     (N)    086 15 15.     (W)     SCALED    
 FD0195* NAVD 88     -       272.915  (meters)     895.39   (feet)  ADJUSTED  
 FD0195  ___________________________________________________________________
 FD0195  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0195  DYNAMIC HT  -         272.645 (meters)     894.50  (feet)  COMP
 FD0195  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 FD0195
 FD0195  VERT ORDER  -  FIRST     CLASS II
 FD0195
 FD0195.The horizontal coordinates were scaled from a topographic map and have
 FD0195.an estimated accuracy of +/- 6 seconds.
 FD0195
 FD0195.The orthometric height was determined by differential leveling
 FD0195.and adjusted by the National Geodetic Survey in June 1991..
 FD0195
 FD0195.The geoid height was determined by GEOID03.
 FD0195
 FD0195.The dynamic height is computed by dividing the NAVD 88
 FD0195.geopotential number by the normal gravity value computed on the
 FD0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0195.degrees latitude (g = 980.6199 gals.).
 FD0195
 FD0195.The modeled gravity was interpolated from observed gravity values.
 FD0195
 FD0195;                    North         East    Units  Estimated Accuracy
 FD0195;SPC TN       -    80,100.      576,810.      MT  (+/- 180 meters Scaled)
 FD0195
 FD0195                          SUPERSEDED SURVEY CONTROL
 FD0195
 FD0195  NGVD 29 (??/??/92)  272.878  (m)          895.27   (f) ADJ UNCH    1 2
 FD0195
 FD0195.Superseded values are not recommended for survey control.
 FD0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0195.See file dsdata.txt to determine how the superseded data were derived.
 FD0195
 FD0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED680793(NAD 83)
 FD0195_MARKER: DB = BENCH MARK DISK
 FD0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0195_STAMPING: H 178 1949
 FD0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0195+STABILITY: SURFACE MOTION
 FD0195
 FD0195  HISTORY     - Date     Condition        Report By
 FD0195  HISTORY     - 1949     MONUMENTED       CGS
 FD0195
 FD0195                          STATION DESCRIPTION
 FD0195
 FD0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0195'0.9 MI NE FROM HUNTLAND.
 FD0195'0.9 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0195'RAILWAY FROM THE STATION AT HUNTLAND, ABOUT 0.6 MILE SOUTHWEST
 FD0195'OF THE STATION AT BEANS CREEK, ABOUT 340 FEET SOUTHWEST AND
 FD0195'ACROSS TRACK FROM MILE POST 15, AT A PRIVATE ROAD CROSSING,
 FD0195'130 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE,
 FD0195'69 FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSSING, 63 FEET
 FD0195'NORTHWEST OF THE NORTHWEST RAIL, 17 FEET SOUTH-SOUTHWEST OF A
 FD0195'28-INCH OAK TREE, 12 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 FD0195'PRIVATE ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 FD0195'4 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0195'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0176 ***********************************************************************
 FD0176  DESIGNATION -  H 179
 FD0176  PID         -  FD0176
 FD0176  STATE/COUNTY-  TN/LINCOLN
 FD0176  USGS QUAD   -  FLINTVILLE (1972)
 FD0176
 FD0176                         *CURRENT SURVEY CONTROL
 FD0176  ___________________________________________________________________
 FD0176* NAD 83(1986)-  35 05 02.     (N)    086 26 30.     (W)     SCALED    
 FD0176* NAVD 88     -       284.150  (meters)     932.25   (feet)  ADJUSTED  
 FD0176  ___________________________________________________________________
 FD0176  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD0176  DYNAMIC HT  -         283.879 (meters)     931.36  (feet)  COMP
 FD0176  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 FD0176
 FD0176  VERT ORDER  -  FIRST     CLASS II
 FD0176
 FD0176.The horizontal coordinates were scaled from a topographic map and have
 FD0176.an estimated accuracy of +/- 6 seconds.
 FD0176
 FD0176.The orthometric height was determined by differential leveling
 FD0176.and adjusted by the National Geodetic Survey in June 1991..
 FD0176
 FD0176.The geoid height was determined by GEOID03.
 FD0176
 FD0176.The dynamic height is computed by dividing the NAVD 88
 FD0176.geopotential number by the normal gravity value computed on the
 FD0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0176.degrees latitude (g = 980.6199 gals.).
 FD0176
 FD0176.The modeled gravity was interpolated from observed gravity values.
 FD0176
 FD0176;                    North         East    Units  Estimated Accuracy
 FD0176;SPC TN       -    83,370.      559,720.      MT  (+/- 180 meters Scaled)
 FD0176
 FD0176                          SUPERSEDED SURVEY CONTROL
 FD0176
 FD0176  NGVD 29 (??/??/92)  284.117  (m)          932.14   (f) ADJ UNCH    1 2
 FD0176
 FD0176.Superseded values are not recommended for survey control.
 FD0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0176.See file dsdata.txt to determine how the superseded data were derived.
 FD0176
 FD0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED508824(NAD 83)
 FD0176_MARKER: DB = BENCH MARK DISK
 FD0176_SETTING: 66 = SET IN ROCK OUTCROP
 FD0176_SP_SET: ROCK LEDGE
 FD0176_STAMPING: H 179 1949
 FD0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0176+STABILITY: POSITION/ELEVATION WELL
 FD0176
 FD0176  HISTORY     - Date     Condition        Report By
 FD0176  HISTORY     - 1949     MONUMENTED       CGS
 FD0176  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0176
 FD0176                          STATION DESCRIPTION
 FD0176
 FD0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0176'1.9 MI NW FROM FLINTVILLE.
 FD0176'1.9 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 FD0176'ST. LOUIS RAILWAY FROM THE STATION AT FLINTVILLE, ABOUT 0.3
 FD0176'MILE NORTHWEST OF THE ROAD CROSSING AND FLAG STATION AT BRIGHTON,
 FD0176'ABOUT 3.3 MILES SOUTHEAST OF THE STATION AT KELSO, AT THE NORTHWEST
 FD0176'END OF A CUT, SET IN A ROCK LEDGE AT THE SOUTHEAST CORNER OF
 FD0176'A SPRING WITH CONCRETE AND ROCK WALLS, 8 1/2 FEET SOUTHWEST
 FD0176'OF THE SOUTHWEST RAIL, 3.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 FD0176'CORNER OF THE SPRING WALL AND ABOUT 1 FOOT ABOVE THE TRACK.
 FD0176
 FD0176                          STATION RECOVERY (2001)
 FD0176
 FD0176'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0221 ***********************************************************************
 GD0221  DESIGNATION -  H 18 RESET
 GD0221  PID         -  GD0221
 GD0221  STATE/COUNTY-  TN/HENRY
 GD0221  USGS QUAD   -  PARIS (1986)
 GD0221
 GD0221                         *CURRENT SURVEY CONTROL
 GD0221  ___________________________________________________________________
 GD0221* NAD 83(1986)-  36 19 16.     (N)    088 19 40.     (W)     SCALED    
 GD0221* NAVD 88     -       151.42   (+/-2cm)     496.8    (feet)  VERTCON   
 GD0221  ___________________________________________________________________
 GD0221  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0221
 GD0221  VERT ORDER  -  THIRD (See Below)
 GD0221
 GD0221.The horizontal coordinates were scaled from a topographic map and have
 GD0221.an estimated accuracy of +/- 6 seconds.
 GD0221
 GD0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0221.The vertical order pertains to the NGVD 29 superseded value.
 GD0221
 GD0221.The geoid height was determined by GEOID03.
 GD0221
 GD0221;                    North         East    Units  Estimated Accuracy
 GD0221;SPC TN       -   223,030.      391,000.      MT  (+/- 180 meters Scaled)
 GD0221
 GD0221                          SUPERSEDED SURVEY CONTROL
 GD0221
 GD0221  NGVD 29 (??/??/??)  151.46   (m)          496.9    (f) RESET       3  
 GD0221
 GD0221.Superseded values are not recommended for survey control.
 GD0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0221.See file dsdata.txt to determine how the superseded data were derived.
 GD0221
 GD0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF808203(NAD 83)
 GD0221_MARKER: DB = BENCH MARK DISK
 GD0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0221_STAMPING: H 18 RESET 1950
 GD0221_MARK LOGO: CGS   
 GD0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0221+STABILITY: SURFACE MOTION
 GD0221
 GD0221  HISTORY     - Date     Condition        Report By
 GD0221  HISTORY     - 1950     MONUMENTED       CGS
 GD0221  HISTORY     - 1968     GOOD             CGS
 GD0221  HISTORY     - 1971     GOOD             NGS
 GD0221
 GD0221                          STATION DESCRIPTION
 GD0221
 GD0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0221'1.3 MI N FROM PARIS.
 GD0221'THE MARK IS ABOUT 1.3 MILES NORTH ALONG THE OLD NASHVILLE,
 GD0221'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN PARIS.
 GD0221'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS 181
 GD0221'FEET SOUTH OF TELEGRAPH POLE 62/25, 92 FEET WEST OF THE NORTHWEST
 GD0221'CORNER OF A BRICK HOUSE, 68 FEET SOUTH OF THE APPROXIMATE CENTER
 GD0221'OF THE CROSSING OF CEDAR STREET, 22 FEET SOUTH OF A TELEGRAPH
 GD0221'POLE, 16.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 GD0221'0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND ABOUT
 GD0221'5 FEET BELOW THE LEVEL OF THE TRACKS.  IT IS A STANDARD DISK SET
 GD0221'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GD0221'THE DISK IS STAMPED H 18 RESET 1950.  NOTE-- C AND GS POST AND
 GD0221'SIGN.
 GD0221
 GD0221                          STATION RECOVERY (1971)
 GD0221
 GD0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0319 ***********************************************************************
 FD0319  DESIGNATION -  H 180
 FD0319  PID         -  FD0319
 FD0319  STATE/COUNTY-  TN/MARSHALL
 FD0319  USGS QUAD   -  PETERSBURG (1980)
 FD0319
 FD0319                         *CURRENT SURVEY CONTROL
 FD0319  ___________________________________________________________________
 FD0319* NAD 83(1986)-  35 19 35.     (N)    086 39 06.     (W)     SCALED    
 FD0319* NAVD 88     -       230.091  (meters)     754.89   (feet)  ADJUSTED  
 FD0319  ___________________________________________________________________
 FD0319  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0319  DYNAMIC HT  -         229.881 (meters)     754.20  (feet)  COMP
 FD0319  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 FD0319
 FD0319  VERT ORDER  -  FIRST     CLASS II
 FD0319
 FD0319.The horizontal coordinates were scaled from a topographic map and have
 FD0319.an estimated accuracy of +/- 6 seconds.
 FD0319
 FD0319.The orthometric height was determined by differential leveling
 FD0319.and adjusted by the National Geodetic Survey in June 1991..
 FD0319
 FD0319.The geoid height was determined by GEOID03.
 FD0319
 FD0319.The dynamic height is computed by dividing the NAVD 88
 FD0319.geopotential number by the normal gravity value computed on the
 FD0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0319.degrees latitude (g = 980.6199 gals.).
 FD0319
 FD0319.The modeled gravity was interpolated from observed gravity values.
 FD0319
 FD0319;                    North         East    Units  Estimated Accuracy
 FD0319;SPC TN       -   110,380.      540,750.      MT  (+/- 180 meters Scaled)
 FD0319
 FD0319                          SUPERSEDED SURVEY CONTROL
 FD0319
 FD0319  NGVD 29 (??/??/92)  230.069  (m)          754.82   (f) ADJ UNCH    1 2
 FD0319
 FD0319.Superseded values are not recommended for survey control.
 FD0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0319.See file dsdata.txt to determine how the superseded data were derived.
 FD0319
 FD0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE316092(NAD 83)
 FD0319_MARKER: DB = BENCH MARK DISK
 FD0319_SETTING: 66 = SET IN ROCK OUTCROP
 FD0319_SP_SET: SET IN ROCK OUTCROP
 FD0319_STAMPING: H 180 1949
 FD0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0319+STABILITY: POSITION/ELEVATION WELL
 FD0319
 FD0319  HISTORY     - Date     Condition        Report By
 FD0319  HISTORY     - 1949     MONUMENTED       CGS
 FD0319
 FD0319                          STATION DESCRIPTION
 FD0319
 FD0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0319'1.2 MI NW FROM PETERSBURG.
 FD0319'1.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0319'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT A ROAD CROSSING,
 FD0319'SET IN THE TOP OF A ROCK OUTCROP, 295 FEET SOUTHEAST OF THE CENTER
 FD0319'OF THE CROSSING, 37 1/2 FEET EAST-SOUTHEAST OF POLE NO. 53/10,
 FD0319'12 FEET NORTHEAST OF THE R/W FENCE LINE, 9 1/2 FEET SOUTHWEST
 FD0319'OF THE SOUTHWEST RAIL AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0189 ***********************************************************************
 GD0189  DESIGNATION -  H 181
 GD0189  PID         -  GD0189
 GD0189  STATE/COUNTY-  TN/HENRY
 GD0189  USGS QUAD   -  PARIS (1986)
 GD0189
 GD0189                         *CURRENT SURVEY CONTROL
 GD0189  ___________________________________________________________________
 GD0189* NAD 83(1986)-  36 20 24.     (N)    088 22 29.     (W)     SCALED    
 GD0189* NAVD 88     -       175.005  (meters)     574.16   (feet)  ADJUSTED  
 GD0189  ___________________________________________________________________
 GD0189  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0189  DYNAMIC HT  -         174.861 (meters)     573.69  (feet)  COMP
 GD0189  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GD0189
 GD0189  VERT ORDER  -  FIRST     CLASS II
 GD0189
 GD0189.This mark is at Henry County Airport (PHT)
 GD0189
 GD0189.The horizontal coordinates were scaled from a topographic map and have
 GD0189.an estimated accuracy of +/- 6 seconds.
 GD0189
 GD0189.The orthometric height was determined by differential leveling
 GD0189.and adjusted by the National Geodetic Survey in June 1991..
 GD0189
 GD0189.The geoid height was determined by GEOID03.
 GD0189
 GD0189.The dynamic height is computed by dividing the NAVD 88
 GD0189.geopotential number by the normal gravity value computed on the
 GD0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0189.degrees latitude (g = 980.6199 gals.).
 GD0189
 GD0189.The modeled gravity was interpolated from observed gravity values.
 GD0189
 GD0189;                    North         East    Units  Estimated Accuracy
 GD0189;SPC TN       -   225,230.      386,830.      MT  (+/- 180 meters Scaled)
 GD0189
 GD0189                          SUPERSEDED SURVEY CONTROL
 GD0189
 GD0189  NGVD 29 (??/??/??)  175.045  (m)          574.29   (f) ADJUSTED    1 2
 GD0189
 GD0189.Superseded values are not recommended for survey control.
 GD0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0189.See file dsdata.txt to determine how the superseded data were derived.
 GD0189
 GD0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF766225(NAD 83)
 GD0189_MARKER: DB = BENCH MARK DISK
 GD0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0189_SP_SET: SQUARE CONCRETE MONUMENT
 GD0189_STAMPING: H 181 1949
 GD0189_MARK LOGO: CGS   
 GD0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0189+STABILITY: SURFACE MOTION
 GD0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0189+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1987
 GD0189
 GD0189  HISTORY     - Date     Condition        Report By
 GD0189  HISTORY     - 1949     MONUMENTED       CGS
 GD0189  HISTORY     - 1968     GOOD             CGS
 GD0189  HISTORY     - 1971     GOOD             NGS
 GD0189  HISTORY     - 1987     GOOD             LOCSUR
 GD0189  HISTORY     - 19870617 GOOD             LOCENG
 GD0189
 GD0189                          STATION DESCRIPTION
 GD0189
 GD0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0189'4.3 MI NW FROM PARIS.
 GD0189'THE MARK IS ABOUT 4.3 MILES NORTHWEST ALONG STATE ROUTE 69 FROM
 GD0189'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0189'PARIS AT THE EAST CORNER OF THE HENRY COUNTY AIRPORT, 52 FEET
 GD0189'SOUTH OF THE APPROXIMATE CENTER OF THE AIRPORT DRIVE, 50 FEET
 GD0189'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 69, 23.5
 GD0189'FEET WEST OF AND UNDERGROUND TELEPHONE CABLE RISER, 1.5 FEET
 GD0189'NORTH OF A FENCE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND
 GD0189'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD0189'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GD0189'H 181 1949.  NOTE-- C AND GS POST AND SIGN AT MONUMENT.
 GD0189
 GD0189                          STATION RECOVERY (1971)
 GD0189
 GD0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0189'RECOVERED IN GOOD CONDITION.
 GD0189
 GD0189                          STATION RECOVERY (1987)
 GD0189
 GD0189'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 GD0189'RECOVERED IN GOOD CONDITION.
 GD0189
 GD0189                          STATION RECOVERY (1987)
 GD0189
 GD0189'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GD0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1390 ***********************************************************************
 GC1390  DESIGNATION -  H 182
 GC1390  PID         -  GC1390
 GC1390  STATE/COUNTY-  TN/MONTGOMERY
 GC1390  USGS QUAD   -  EXCELL (1983)
 GC1390
 GC1390                         *CURRENT SURVEY CONTROL
 GC1390  ___________________________________________________________________
 GC1390* NAD 83(1986)-  36 26 54.     (N)    087 17 55.     (W)     SCALED    
 GC1390* NAVD 88     -       122.673  (meters)     402.47   (feet)  ADJUSTED  
 GC1390  ___________________________________________________________________
 GC1390  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC1390  DYNAMIC HT  -         122.570 (meters)     402.13  (feet)  COMP
 GC1390  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 GC1390
 GC1390  VERT ORDER  -  FIRST     CLASS II
 GC1390
 GC1390.The horizontal coordinates were scaled from a topographic map and have
 GC1390.an estimated accuracy of +/- 6 seconds.
 GC1390
 GC1390.The orthometric height was determined by differential leveling
 GC1390.and adjusted by the National Geodetic Survey in June 1991..
 GC1390
 GC1390.The geoid height was determined by GEOID03.
 GC1390
 GC1390.The dynamic height is computed by dividing the NAVD 88
 GC1390.geopotential number by the normal gravity value computed on the
 GC1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1390.degrees latitude (g = 980.6199 gals.).
 GC1390
 GC1390.The modeled gravity was interpolated from observed gravity values.
 GC1390
 GC1390;                    North         East    Units  Estimated Accuracy
 GC1390;SPC TN       -   235,440.      483,580.      MT  (+/- 180 meters Scaled)
 GC1390
 GC1390                          SUPERSEDED SURVEY CONTROL
 GC1390
 GC1390  NGVD 29 (??/??/92)  122.735  (m)          402.67   (f) ADJ UNCH    1 2
 GC1390
 GC1390.Superseded values are not recommended for survey control.
 GC1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1390.See file dsdata.txt to determine how the superseded data were derived.
 GC1390
 GC1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF732337(NAD 83)
 GC1390_MARKER: DB = BENCH MARK DISK
 GC1390_SETTING: 66 = SET IN ROCK OUTCROP
 GC1390_SP_SET: ROCK CUT
 GC1390_STAMPING: H 182 1949
 GC1390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1390+STABILITY: POSITION/ELEVATION WELL
 GC1390
 GC1390  HISTORY     - Date     Condition        Report By
 GC1390  HISTORY     - 1949     MONUMENTED       CGS
 GC1390  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1390
 GC1390                          STATION DESCRIPTION
 GC1390
 GC1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1390'8 MI SE FROM CLARKSVILLE.
 GC1390'7.95 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1390'STATION AT CLARKSVILLE, 187.5 FEET NORTH AND ACROSS THE TRACK
 GC1390'FROM MILE POST H 48, 218 YARDS SOUTH OF THE SOUTH END OF TRESTLE
 GC1390'NO. H 48-18, 152 YARDS NORTH OF THE NORTH END OF TRESTLE NO.
 GC1390'H 48-91, 8 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF A RECESS
 GC1390'IN ROCK CUT AND ABOUT 1 FOOT ABOVE THE TRACK.
 GC1390
 GC1390                          STATION RECOVERY (1984)
 GC1390
 GC1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1390'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1291 ***********************************************************************
 EE1291  DESIGNATION -  H 183
 EE1291  PID         -  EE1291
 EE1291  STATE/COUNTY-  TN/MARION
 EE1291  USGS QUAD   -  BRIDGEPORT (1983)
 EE1291
 EE1291                         *CURRENT SURVEY CONTROL
 EE1291  ___________________________________________________________________
 EE1291* NAD 83(1986)-  34 59 45.     (N)    085 43 00.     (W)     SCALED    
 EE1291* NAVD 88     -       187.211  (meters)     614.21   (feet)  ADJUSTED  
 EE1291  ___________________________________________________________________
 EE1291  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE1291  DYNAMIC HT  -         187.027 (meters)     613.60  (feet)  COMP
 EE1291  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 EE1291
 EE1291  VERT ORDER  -  FIRST     CLASS II
 EE1291
 EE1291.The horizontal coordinates were scaled from a topographic map and have
 EE1291.an estimated accuracy of +/- 6 seconds.
 EE1291
 EE1291.The orthometric height was determined by differential leveling
 EE1291.and adjusted by the National Geodetic Survey in June 1991..
 EE1291
 EE1291.The geoid height was determined by GEOID03.
 EE1291
 EE1291.The dynamic height is computed by dividing the NAVD 88
 EE1291.geopotential number by the normal gravity value computed on the
 EE1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1291.degrees latitude (g = 980.6199 gals.).
 EE1291
 EE1291.The modeled gravity was interpolated from observed gravity values.
 EE1291
 EE1291;                    North         East    Units  Estimated Accuracy
 EE1291;SPC TN       -    73,540.      625,870.      MT  (+/- 180 meters Scaled)
 EE1291
 EE1291                          SUPERSEDED SURVEY CONTROL
 EE1291
 EE1291  NGVD 29 (??/??/92)  187.213  (m)          614.21   (f) ADJ UNCH    1 2
 EE1291
 EE1291.Superseded values are not recommended for survey control.
 EE1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1291.See file dsdata.txt to determine how the superseded data were derived.
 EE1291
 EE1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD171733(NAD 83)
 EE1291_MARKER: DB = BENCH MARK DISK
 EE1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE1291_SP_SET: CULVERT
 EE1291_STAMPING: H 183 1950
 EE1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1291
 EE1291  HISTORY     - Date     Condition        Report By
 EE1291  HISTORY     - 1950     MONUMENTED       CGS
 EE1291  HISTORY     - 1963     GOOD             NGS
 EE1291  HISTORY     - 1983     GOOD             NGS
 EE1291
 EE1291                          STATION DESCRIPTION
 EE1291
 EE1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE1291'0.7 MI NE FROM RICHARD CITY.
 EE1291'ABOUT 0.7 MILE NORTHEASTERLY ALONG THE SEQUACHEE VALLEY BRANCH
 EE1291'OF THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION AT
 EE1291'RICHARD CITY WHICH STATION IS ABOUT 75 YARDS N OF THE STATE
 EE1291'LINE, AT A 6- BY 8-FOOT CONCRETE BOX CULVERT UNDER THE RAILROAD,
 EE1291'8.8 FEET NW OF NW RAIL, 2.7 FEET LOWER THAN TOP OF SAME, 0.65
 EE1291'FOOT SW OF NE END OF THE NW 11-1/2-FOOT HEADWALL, SET IN A DRILL
 EE1291'HOLE IN TOP OF THE HEADWALL.
 EE1291
 EE1291                          STATION RECOVERY (1983)
 EE1291
 EE1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1110 ***********************************************************************
 FC1110  DESIGNATION -  H 184
 FC1110  PID         -  FC1110
 FC1110  STATE/COUNTY-  TN/HAMILTON
 FC1110  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1110
 FC1110                         *CURRENT SURVEY CONTROL
 FC1110  ___________________________________________________________________
 FC1110* NAD 83(1986)-  35 05 30.     (N)    085 14 16.     (W)     SCALED    
 FC1110* NAVD 88     -       206.551  (meters)     677.66   (feet)  ADJUSTED  
 FC1110  ___________________________________________________________________
 FC1110  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1110  DYNAMIC HT  -         206.346 (meters)     676.99  (feet)  COMP
 FC1110  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 FC1110
 FC1110  VERT ORDER  -  FIRST     CLASS II
 FC1110
 FC1110.The horizontal coordinates were scaled from a topographic map and have
 FC1110.an estimated accuracy of +/- 6 seconds.
 FC1110
 FC1110.The orthometric height was determined by differential leveling
 FC1110.and adjusted by the National Geodetic Survey in June 1991..
 FC1110
 FC1110.The geoid height was determined by GEOID03.
 FC1110
 FC1110.The dynamic height is computed by dividing the NAVD 88
 FC1110.geopotential number by the normal gravity value computed on the
 FC1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1110.degrees latitude (g = 980.6199 gals.).
 FC1110
 FC1110.The modeled gravity was interpolated from observed gravity values.
 FC1110
 FC1110;                    North         East    Units  Estimated Accuracy
 FC1110;SPC TN       -    84,410.      669,510.      MT  (+/- 180 meters Scaled)
 FC1110
 FC1110                          SUPERSEDED SURVEY CONTROL
 FC1110
 FC1110  NGVD 29 (??/??/92)  206.592  (m)          677.79   (f) ADJ UNCH    1 2
 FC1110
 FC1110.Superseded values are not recommended for survey control.
 FC1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1110.See file dsdata.txt to determine how the superseded data were derived.
 FC1110
 FC1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD606846(NAD 83)
 FC1110_MARKER: DB = BENCH MARK DISK
 FC1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1110_STAMPING: H 184 1950
 FC1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1110+STABILITY: SURFACE MOTION
 FC1110
 FC1110  HISTORY     - Date     Condition        Report By
 FC1110  HISTORY     - 1950     MONUMENTED       CGS
 FC1110  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1110
 FC1110                          STATION DESCRIPTION
 FC1110
 FC1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1110'1.5 MI NE FROM BOYCE.
 FC1110'ABOUT 1.5 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1110'AT BOYCE, ABOUT 0.2 MILE NORTHEAST OF A BRIDGE OVER CHICKAMAUGA
 FC1110'CREEK, ABOUT 0.75 MILE SOUTHWEST OF THE SOUTH END OF THE BRIDGE
 FC1110'OVER THE TENNESSEE RIVER, AT A BLACK TOP ROAD CROSSING, 81 FEET
 FC1110'EAST OF THE CENTER OF THE CROSSING, 75 FEET SOUTHEAST OF THE
 FC1110'SOUTHEAST RAIL, 28 FEET NORTHEAST OF THE CENTER LINE OF THE
 FC1110'BLACK TOP ROAD AT JUNCTION OF A GRAVEL ROAD SOUTHWEST, 15 FEET
 FC1110'NORTH-NORTHEAST OF POWER POLE NO. N 1055, 2 1/2 FEET EAST-SOUTHEAST
 FC1110'OF T.V.A. PROPERTY MARKER POST NO. LS2-2-1, 1 1/2 FEET NORTHWEST
 FC1110'OF A T.V.A. STEEL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE TRACK
 FC1110'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC1110
 FC1110                          STATION RECOVERY (1972)
 FC1110
 FC1110'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0288 ***********************************************************************
 FD0288  DESIGNATION -  H 185
 FD0288  PID         -  FD0288
 FD0288  STATE/COUNTY-  TN/MARSHALL
 FD0288  USGS QUAD   -  LEWISBURG (1981)
 FD0288
 FD0288                         *CURRENT SURVEY CONTROL
 FD0288  ___________________________________________________________________
 FD0288* NAD 83(1986)-  35 29 57.     (N)    086 51 25.     (W)     SCALED    
 FD0288* NAVD 88     -       242.330  (meters)     795.04   (feet)  ADJUSTED  
 FD0288  ___________________________________________________________________
 FD0288  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0288  DYNAMIC HT  -         242.114 (meters)     794.34  (feet)  COMP
 FD0288  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 FD0288
 FD0288  VERT ORDER  -  FIRST     CLASS II
 FD0288
 FD0288.The horizontal coordinates were scaled from a topographic map and have
 FD0288.an estimated accuracy of +/- 6 seconds.
 FD0288
 FD0288.The orthometric height was determined by differential leveling
 FD0288.and adjusted by the National Geodetic Survey in June 1991..
 FD0288
 FD0288.The geoid height was determined by GEOID03.
 FD0288
 FD0288.The dynamic height is computed by dividing the NAVD 88
 FD0288.geopotential number by the normal gravity value computed on the
 FD0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0288.degrees latitude (g = 980.6199 gals.).
 FD0288
 FD0288.The modeled gravity was interpolated from observed gravity values.
 FD0288
 FD0288;                    North         East    Units  Estimated Accuracy
 FD0288;SPC TN       -   129,690.      522,250.      MT  (+/- 180 meters Scaled)
 FD0288
 FD0288                          SUPERSEDED SURVEY CONTROL
 FD0288
 FD0288  NGVD 29 (??/??/92)  242.305  (m)          794.96   (f) ADJ UNCH    1 2
 FD0288
 FD0288.Superseded values are not recommended for survey control.
 FD0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0288.See file dsdata.txt to determine how the superseded data were derived.
 FD0288
 FD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE129284(NAD 83)
 FD0288_MARKER: DB = BENCH MARK DISK
 FD0288_SETTING: 66 = SET IN ROCK OUTCROP
 FD0288_SP_SET: ROCK OUTCROP
 FD0288_STAMPING: H 185 1949
 FD0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0288+STABILITY: POSITION/ELEVATION WELL
 FD0288
 FD0288  HISTORY     - Date     Condition        Report By
 FD0288  HISTORY     - 1949     MONUMENTED       CGS
 FD0288
 FD0288                          STATION DESCRIPTION
 FD0288
 FD0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0288'2.2 MI SE FROM BRYANT.
 FD0288'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0288'SCHOOL AT BRYANT, THENCE ABOUT 1.05 MILES EAST ALONG A GRAVEL
 FD0288'ROAD, AT A WHITE HOUSE NORTH OF ROAD, SET IN A SMALL ROCK
 FD0288'OUTCROP PROJECTING ABOUT 8 INCHES IN SOUTH PART OF LAWN TO
 FD0288'HOUSE, 96 FEET NORTH OF THE CENTER LINE OF THE ROAD, 54 1/2
 FD0288'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 FD0288'21.8 FEET NORTHEAST OF A 24-INCH BLACK LOCUST TREE, 33 FEET
 FD0288'WEST-NORTHWEST OF A 24-INCH MAPLE TREE, AND ABOUT 4 FEET ABOVE
 FD0288'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1345 ***********************************************************************
 FD1345  DESIGNATION -  H 186 RESET
 FD1345  PID         -  FD1345
 FD1345  STATE/COUNTY-  TN/RUTHERFORD
 FD1345  USGS QUAD   -  WALTERHILL (1998)
 FD1345
 FD1345                         *CURRENT SURVEY CONTROL
 FD1345  ___________________________________________________________________
 FD1345* NAD 83(1986)-  35 55 42.     (N)    086 28 20.     (W)     SCALED    
 FD1345* NAVD 88     -       171.01   (meters)     561.1    (feet)  RESET     
 FD1345  ___________________________________________________________________
 FD1345  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FD1345
 FD1345  VERT ORDER  -  THIRD
 FD1345
 FD1345.The horizontal coordinates were scaled from a topographic map and have
 FD1345.an estimated accuracy of +/- 6 seconds.
 FD1345
 FD1345.The orthometric height was computed from unverified reset data.
 FD1345.No vertical observational check was made to the station.
 FD1345
 FD1345.The geoid height was determined by GEOID03.
 FD1345
 FD1345;                    North         East    Units  Estimated Accuracy
 FD1345;SPC TN       -   177,070.      557,390.      MT  (+/- 180 meters Scaled)
 FD1345
 FD1345                          SUPERSEDED SURVEY CONTROL
 FD1345
 FD1345  NGVD 29 (10/12/01)  171.03   (m)          561.1    (f) RESET       3  
 FD1345
 FD1345.Superseded values are not recommended for survey control.
 FD1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1345.See file dsdata.txt to determine how the superseded data were derived.
 FD1345
 FD1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE476761(NAD 83)
 FD1345_MARKER: DB = BENCH MARK DISK
 FD1345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1345_SP_SET: HEADWALL
 FD1345_STAMPING: H 186 RESET 1981
 FD1345_MARK LOGO: NGS   
 FD1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1345+STABILITY: SURFACE MOTION
 FD1345
 FD1345  HISTORY     - Date     Condition        Report By
 FD1345  HISTORY     - 1981     MONUMENTED       NGS
 FD1345
 FD1345                          STATION DESCRIPTION
 FD1345
 FD1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FD1345'4.55 MI SE FROM SMYRNA.
 FD1345'4.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 AND 705 FROM THE SMYRNA
 FD1345'CITY HALL, IN THE TOP AND NORTH END OF A CONCRETE HEADWALL,AND
 FD1345'34 FEET WEST OF THE SOUTHBOUND LANE OF THE HIGHWAY.
 FD1345'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 FD1345'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0409 ***********************************************************************
 GC0409  DESIGNATION -  H 187
 GC0409  PID         -  GC0409
 GC0409  STATE/COUNTY-  TN/DAVIDSON
 GC0409  USGS QUAD   -  ANTIOCH (1983)
 GC0409
 GC0409                         *CURRENT SURVEY CONTROL
 GC0409  ___________________________________________________________________
 GC0409* NAD 83(1986)-  36 05 15.     (N)    086 41 17.     (W)     SCALED    
 GC0409* NAVD 88     -       156.591  (meters)     513.75   (feet)  ADJUSTED  
 GC0409  ___________________________________________________________________
 GC0409  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0409  DYNAMIC HT  -         156.456 (meters)     513.31  (feet)  COMP
 GC0409  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 GC0409
 GC0409  VERT ORDER  -  FIRST     CLASS II
 GC0409
 GC0409.The horizontal coordinates were scaled from a topographic map and have
 GC0409.an estimated accuracy of +/- 6 seconds.
 GC0409
 GC0409.The orthometric height was determined by differential leveling
 GC0409.and adjusted by the National Geodetic Survey in June 1991..
 GC0409
 GC0409.The geoid height was determined by GEOID03.
 GC0409
 GC0409.The dynamic height is computed by dividing the NAVD 88
 GC0409.geopotential number by the normal gravity value computed on the
 GC0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0409.degrees latitude (g = 980.6199 gals.).
 GC0409
 GC0409.The modeled gravity was interpolated from observed gravity values.
 GC0409
 GC0409;                    North         East    Units  Estimated Accuracy
 GC0409;SPC TN       -   194,840.      538,030.      MT  (+/- 180 meters Scaled)
 GC0409
 GC0409                          SUPERSEDED SURVEY CONTROL
 GC0409
 GC0409  NGVD 29 (??/??/92)  156.614  (m)          513.82   (f) ADJ UNCH    1 2
 GC0409
 GC0409.Superseded values are not recommended for survey control.
 GC0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0409.See file dsdata.txt to determine how the superseded data were derived.
 GC0409
 GC0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE280936(NAD 83)
 GC0409_MARKER: DB = BENCH MARK DISK
 GC0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0409_STAMPING: H 187 1949
 GC0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0409+STABILITY: SURFACE MOTION
 GC0409
 GC0409  HISTORY     - Date     Condition        Report By
 GC0409  HISTORY     - 1949     MONUMENTED       CGS
 GC0409
 GC0409                          STATION DESCRIPTION
 GC0409
 GC0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0409'2.2 MI NW FROM ANTIOCH.
 GC0409'2.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0409'LOUIS RAILWAY FROM THE STATION AT ANTIOCH, AT A ROAD CROSSING
 GC0409'AND AT THE ENTRANCE TO THE CENTRAL STATE HOSPITAL FOR CRIMINAL
 GC0409'INSANE, 128 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING,
 GC0409'121 FEET NORTHEAST AND ACROSS THE ROAD FROM A SIDING SWITCH,
 GC0409'52 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET SOUTH OF
 GC0409'THE CENTER LINE OF THE ENTRANCE ROAD TO HOSPITAL, 11 1/2 FEET
 GC0409'SOUTH OF THE SOUTH STONE GATE POST AT ENTRANCE, 1 1/2 FEET
 GC0409'NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT WEST OF THE
 GC0409'STONE FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC0409'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0383 ***********************************************************************
 GC0383  DESIGNATION -  H 188
 GC0383  PID         -  GC0383
 GC0383  STATE/COUNTY-  TN/DAVIDSON
 GC0383  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0383
 GC0383                         *CURRENT SURVEY CONTROL
 GC0383  ___________________________________________________________________
 GC0383* NAD 83(1986)-  36 10 58.     (N)    086 49 49.     (W)     SCALED    
 GC0383* NAVD 88     -       130.164  (meters)     427.05   (feet)  ADJUSTED  
 GC0383  ___________________________________________________________________
 GC0383  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0383  DYNAMIC HT  -         130.052 (meters)     426.68  (feet)  COMP
 GC0383  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GC0383
 GC0383  VERT ORDER  -  FIRST     CLASS II
 GC0383
 GC0383.The horizontal coordinates were scaled from a topographic map and have
 GC0383.an estimated accuracy of +/- 6 seconds.
 GC0383
 GC0383.The orthometric height was determined by differential leveling
 GC0383.and adjusted by the National Geodetic Survey in June 1991..
 GC0383
 GC0383.The geoid height was determined by GEOID03.
 GC0383
 GC0383.The dynamic height is computed by dividing the NAVD 88
 GC0383.geopotential number by the normal gravity value computed on the
 GC0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0383.degrees latitude (g = 980.6199 gals.).
 GC0383
 GC0383.The modeled gravity was interpolated from observed gravity values.
 GC0383
 GC0383;                    North         East    Units  Estimated Accuracy
 GC0383;SPC TN       -   205,510.      525,320.      MT  (+/- 180 meters Scaled)
 GC0383
 GC0383                          SUPERSEDED SURVEY CONTROL
 GC0383
 GC0383  NGVD 29 (??/??/92)  130.192  (m)          427.14   (f) ADJ UNCH    1 2
 GC0383
 GC0383.Superseded values are not recommended for survey control.
 GC0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0383.See file dsdata.txt to determine how the superseded data were derived.
 GC0383
 GC0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF152042(NAD 83)
 GC0383_MARKER: DB = BENCH MARK DISK
 GC0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0383_SP_SET: BRIDGE
 GC0383_STAMPING: H 188 1949
 GC0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0383
 GC0383  HISTORY     - Date     Condition        Report By
 GC0383  HISTORY     - 1949     MONUMENTED       CGS
 GC0383  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0383
 GC0383                          STATION DESCRIPTION
 GC0383
 GC0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0383'1.5 MI W FROM NASHVILLE.
 GC0383'1.5 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0383'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, SET IN THE TOP OF THE
 GC0383'NORTH END OF THE LIMESTONE CAPSTONE OF THE EAST CONCRETE PIER OF
 GC0383'BRIDGE NO. H 12-45 OVER CUMBERLAND RIVER, 8 FEET NORTH OF THE NORTH
 GC0383'RAIL AND ABOUT 6 1/2 FEET BELOW THE TRACK.
 GC0383
 GC0383                          STATION RECOVERY (1984)
 GC0383
 GC0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0383'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1920 ***********************************************************************
 FB1920  DESIGNATION -  H 189
 FB1920  PID         -  FB1920
 FB1920  STATE/COUNTY-  TN/KNOX
 FB1920  USGS QUAD   -  KNOXVILLE (1978)
 FB1920
 FB1920                         *CURRENT SURVEY CONTROL
 FB1920  ___________________________________________________________________
 FB1920* NAD 83(1986)-  35 58 41.     (N)    083 55 58.     (W)     SCALED    
 FB1920* NAVD 88     -       270.931  (meters)     888.88   (feet)  ADJUSTED  
 FB1920  ___________________________________________________________________
 FB1920  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1920  DYNAMIC HT  -         270.681 (meters)     888.06  (feet)  COMP
 FB1920  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FB1920
 FB1920  VERT ORDER  -  FIRST     CLASS I
 FB1920
 FB1920.The horizontal coordinates were scaled from a topographic map and have
 FB1920.an estimated accuracy of +/- 6 seconds.
 FB1920
 FB1920.The orthometric height was determined by differential leveling
 FB1920.and adjusted by the National Geodetic Survey in June 1991..
 FB1920
 FB1920.The geoid height was determined by GEOID03.
 FB1920
 FB1920.The dynamic height is computed by dividing the NAVD 88
 FB1920.geopotential number by the normal gravity value computed on the
 FB1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1920.degrees latitude (g = 980.6199 gals.).
 FB1920
 FB1920.The modeled gravity was interpolated from observed gravity values.
 FB1920
 FB1920;                    North         East    Units  Estimated Accuracy
 FB1920;SPC TN       -   184,450.      786,420.      MT  (+/- 180 meters Scaled)
 FB1920
 FB1920                          SUPERSEDED SURVEY CONTROL
 FB1920
 FB1920  NGVD 29 (??/??/92)  271.061  (m)          889.31   (f) ADJ UNCH    1 1
 FB1920
 FB1920.Superseded values are not recommended for survey control.
 FB1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1920.See file dsdata.txt to determine how the superseded data were derived.
 FB1920
 FB1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV355854(NAD 83)
 FB1920_MARKER: DB = BENCH MARK DISK
 FB1920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1920_SP_SET: BUILDING
 FB1920_STAMPING: H 189 1950
 FB1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1920
 FB1920  HISTORY     - Date     Condition        Report By
 FB1920  HISTORY     - 1950     MONUMENTED       CGS
 FB1920  HISTORY     - 1967     GOOD             NGS
 FB1920
 FB1920                          STATION DESCRIPTION
 FB1920
 FB1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1920'AT KNOXVILLE.
 FB1920'AT KNOXVILLE, ABOUT 1.0 MILE NORTHWEST ALONG THE SOUTHERN
 FB1920'RAILWAY FROM THE STATION, AT THE CROSSING OF WEST BAXTER AVENUE,
 FB1920'SET VERTICALLY IN THE NORTHWEST FACE OF THE NORTH CORNER OF THE
 FB1920'CONCRETE PORTION OF A LARGE TWO-STORIED BUILDING, 225 FEET SOUTHWEST
 FB1920'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 22.8 FEET SOUTHEAST OF
 FB1920'THE SOUTHEAST CURB OF WEST BAXTER AVENUE, 0.7 FOOT SOUTHWEST OF
 FB1920'THE NORTH CORNER OF THE BUILDING, 2.1 FEET ABOVE A CONCRETE RAMP
 FB1920'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0055 ***********************************************************************
 FE0055  DESIGNATION -  H 19
 FE0055  PID         -  FE0055
 FE0055  STATE/COUNTY-  TN/CARROLL
 FE0055  USGS QUAD   -  YUMA (1986)
 FE0055
 FE0055                         *CURRENT SURVEY CONTROL
 FE0055  ___________________________________________________________________
 FE0055* NAD 83(1986)-  35 50 43.     (N)    088 20 19.     (W)     SCALED    
 FE0055* NAVD 88     -       147.077  (meters)     482.54   (feet)  ADJUSTED  
 FE0055  ___________________________________________________________________
 FE0055  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE0055  DYNAMIC HT  -         146.948 (meters)     482.11  (feet)  COMP
 FE0055  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 FE0055
 FE0055  VERT ORDER  -  FIRST     CLASS II
 FE0055
 FE0055.The horizontal coordinates were scaled from a topographic map and have
 FE0055.an estimated accuracy of +/- 6 seconds.
 FE0055
 FE0055.The orthometric height was determined by differential leveling
 FE0055.and adjusted by the National Geodetic Survey in June 1991..
 FE0055
 FE0055.The geoid height was determined by GEOID03.
 FE0055
 FE0055.The dynamic height is computed by dividing the NAVD 88
 FE0055.geopotential number by the normal gravity value computed on the
 FE0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0055.degrees latitude (g = 980.6199 gals.).
 FE0055
 FE0055.The modeled gravity was interpolated from observed gravity values.
 FE0055
 FE0055;                    North         East    Units  Estimated Accuracy
 FE0055;SPC TN       -   170,270.      388,760.      MT  (+/- 180 meters Scaled)
 FE0055
 FE0055                          SUPERSEDED SURVEY CONTROL
 FE0055
 FE0055  NGVD 29 (??/??/??)  147.097  (m)          482.60   (f) ADJUSTED    1 2
 FE0055
 FE0055.Superseded values are not recommended for survey control.
 FE0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0055.See file dsdata.txt to determine how the superseded data were derived.
 FE0055
 FE0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE791676(NAD 83)
 FE0055_MARKER: DB = BENCH MARK DISK
 FE0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0055_STAMPING: H 19 1934
 FE0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0055+STABILITY: SURFACE MOTION
 FE0055
 FE0055  HISTORY     - Date     Condition        Report By
 FE0055  HISTORY     - 1934     MONUMENTED       CGS
 FE0055  HISTORY     - 1959     GOOD             CGS
 FE0055  HISTORY     - 1972     GOOD             TVA
 FE0055
 FE0055                          STATION DESCRIPTION
 FE0055
 FE0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0055'AT YUMA.
 FE0055'IT IS 11 RAILS SOUTH OF THE SOUTH END OF THE RAILROAD STATION AT
 FE0055'YUMA, 48 FEET WEST OF THE WEST RAIL OF MAIN TRACK, 52 FEET NORTHWEST
 FE0055'OF THE CENTER OF RAILROAD CROSSING, 7.2 FEET SOUTH OF A FORKED
 FE0055'MAPLE TREE, 1.5 FEET WEST OF A WITNESS SIGN.  THE MARK IS SET IN
 FE0055'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 FE0055'THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE TRACKS.
 FE0055'NOTE-- 50 FT W OF CENTERLINE RR. 54 FT N 25 W OF INTERSECTION OF
 FE0055'GRADE CROSSING AND RR, 1 FT W OF A FENCE, 6.3 S 40 W OF A 18 IN
 FE0055'TWIN MAPLE.
 FE0055
 FE0055                          STATION RECOVERY (1972)
 FE0055
 FE0055'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0487 ***********************************************************************
 GB0487  DESIGNATION -  H 190
 GB0487  PID         -  GB0487
 GB0487  STATE/COUNTY-  TN/ANDERSON
 GB0487  USGS QUAD   -  CLINTON (1990)
 GB0487
 GB0487                         *CURRENT SURVEY CONTROL
 GB0487  ___________________________________________________________________
 GB0487* NAD 83(1986)-  36 05 46.     (N)    084 07 40.     (W)     SCALED    
 GB0487* NAVD 88     -       257.368  (meters)     844.38   (feet)  ADJUSTED  
 GB0487  ___________________________________________________________________
 GB0487  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GB0487  DYNAMIC HT  -         257.133 (meters)     843.61  (feet)  COMP
 GB0487  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 GB0487
 GB0487  VERT ORDER  -  FIRST     CLASS II
 GB0487
 GB0487.The horizontal coordinates were scaled from a topographic map and have
 GB0487.an estimated accuracy of +/- 6 seconds.
 GB0487
 GB0487.The orthometric height was determined by differential leveling
 GB0487.and adjusted by the National Geodetic Survey in June 1991..
 GB0487
 GB0487.The geoid height was determined by GEOID03.
 GB0487
 GB0487.The dynamic height is computed by dividing the NAVD 88
 GB0487.geopotential number by the normal gravity value computed on the
 GB0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0487.degrees latitude (g = 980.6199 gals.).
 GB0487
 GB0487.The modeled gravity was interpolated from observed gravity values.
 GB0487
 GB0487;                    North         East    Units  Estimated Accuracy
 GB0487;SPC TN       -   197,190.      768,580.      MT  (+/- 180 meters Scaled)
 GB0487
 GB0487                          SUPERSEDED SURVEY CONTROL
 GB0487
 GB0487  NGVD 29 (??/??/92)  257.503  (m)          844.82   (f) ADJ UNCH    1 2
 GB0487
 GB0487.Superseded values are not recommended for survey control.
 GB0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0487.See file dsdata.txt to determine how the superseded data were derived.
 GB0487
 GB0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE585984(NAD 83)
 GB0487_MARKER: DB = BENCH MARK DISK
 GB0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0487_STAMPING: H 190 1950
 GB0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0487+STABILITY: SURFACE MOTION
 GB0487
 GB0487  HISTORY     - Date     Condition        Report By
 GB0487  HISTORY     - 1950     MONUMENTED       CGS
 GB0487  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0487
 GB0487                          STATION DESCRIPTION
 GB0487
 GB0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0487'0.5 MI S FROM CLINTON.
 GB0487'ABOUT 0.5 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0487'STATION AT CLINTON, AT A ROAD CROSSING, 57 FEET NORTH-NORTHWEST OF
 GB0487'THE CENTER OF THE CROSSING OF MAIN TRACK, 34 FEET WEST-NORTHWEST
 GB0487'OF THE WEST-NORTHWEST RAIL OF MAIN TRACK, 37 FEET NORTHEAST OF THE
 GB0487'CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET
 GB0487'NORTH OF A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE
 GB0487'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB0487'NOTE-- THE RAILWAY TRACK HAS BEEN CHANGED AND CONSTRUCTION HAS
 GB0487'BEEN DONE IN THIS AREA.
 GB0487
 GB0487                          STATION RECOVERY (1973)
 GB0487
 GB0487'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0851 ***********************************************************************
 GB0851  DESIGNATION -  H 191
 GB0851  PID         -  GB0851
 GB0851  STATE/COUNTY-  TN/MORGAN
 GB0851  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0851
 GB0851                         *CURRENT SURVEY CONTROL
 GB0851  ___________________________________________________________________
 GB0851* NAD 83(1986)-  36 02 35.     (N)    084 35 58.     (W)     SCALED    
 GB0851* NAVD 88     -       254.460  (meters)     834.84   (feet)  ADJUSTED  
 GB0851  ___________________________________________________________________
 GB0851  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GB0851  DYNAMIC HT  -         254.230 (meters)     834.09  (feet)  COMP
 GB0851  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 GB0851
 GB0851  VERT ORDER  -  FIRST     CLASS I
 GB0851
 GB0851.The horizontal coordinates were scaled from a topographic map and have
 GB0851.an estimated accuracy of +/- 6 seconds.
 GB0851
 GB0851.The orthometric height was determined by differential leveling
 GB0851.and adjusted by the National Geodetic Survey in June 1991..
 GB0851
 GB0851.The geoid height was determined by GEOID03.
 GB0851
 GB0851.The dynamic height is computed by dividing the NAVD 88
 GB0851.geopotential number by the normal gravity value computed on the
 GB0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0851.degrees latitude (g = 980.6199 gals.).
 GB0851
 GB0851.The modeled gravity was interpolated from observed gravity values.
 GB0851
 GB0851;                    North         East    Units  Estimated Accuracy
 GB0851;SPC TN       -   190,600.      726,200.      MT  (+/- 180 meters Scaled)
 GB0851
 GB0851                          SUPERSEDED SURVEY CONTROL
 GB0851
 GB0851  NGVD 29 (??/??/92)  254.573  (m)          835.21   (f) ADJ UNCH    1 1
 GB0851
 GB0851.Superseded values are not recommended for survey control.
 GB0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0851.See file dsdata.txt to determine how the superseded data were derived.
 GB0851
 GB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE162913(NAD 83)
 GB0851_MARKER: DB = BENCH MARK DISK
 GB0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0851_SP_SET: CULVERT
 GB0851_STAMPING: H 191 1950
 GB0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0851
 GB0851  HISTORY     - Date     Condition        Report By
 GB0851  HISTORY     - 1950     MONUMENTED       CGS
 GB0851  HISTORY     - 1968     GOOD             NGS
 GB0851
 GB0851                          STATION DESCRIPTION
 GB0851
 GB0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0851'4.8 MI NW FROM OAKDALE.
 GB0851'ABOUT 4.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0851'STATION AT OAKDALE, 0.5 MILE NORTHWEST OF MILEPOST 250, 0.3 MILE
 GB0851'SOUTHEAST OF THE SOUTHEAST END OF A STEEL RAILROAD BRIDGE OVER
 GB0851'CROOKED FORK, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 GB0851'CONCRETE HEADWALL OF A BOX CULVERT UNDER THE TRACK, 19 1/2 FEET
 GB0851'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 78 FEET SOUTH AND
 GB0851'ACROSS THE TRACKS FROM TELEPHONE POLE NUMBER E 32-30-G, 30.5 FEET
 GB0851'EAST OF BENCH MARK 65 6 17 TNDG, AND ABOUT 3 FEET BELOW THE LEVEL
 GB0851'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1063 ***********************************************************************
 FC1063  DESIGNATION -  H 192
 FC1063  PID         -  FC1063
 FC1063  STATE/COUNTY-  TN/RHEA
 FC1063  USGS QUAD   -  GRAYSVILLE (1990)
 FC1063
 FC1063                         *CURRENT SURVEY CONTROL
 FC1063  ___________________________________________________________________
 FC1063* NAD 83(1986)-  35 29 12.     (N)    085 01 20.     (W)     SCALED    
 FC1063* NAVD 88     -       215.658  (meters)     707.54   (feet)  ADJUSTED  
 FC1063  ___________________________________________________________________
 FC1063  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1063  DYNAMIC HT  -         215.452 (meters)     706.86  (feet)  COMP
 FC1063  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 FC1063
 FC1063  VERT ORDER  -  FIRST     CLASS II
 FC1063
 FC1063.The horizontal coordinates were scaled from a topographic map and have
 FC1063.an estimated accuracy of +/- 6 seconds.
 FC1063
 FC1063.The orthometric height was determined by differential leveling
 FC1063.and adjusted by the National Geodetic Survey in June 1991..
 FC1063
 FC1063.The geoid height was determined by GEOID03.
 FC1063
 FC1063.The dynamic height is computed by dividing the NAVD 88
 FC1063.geopotential number by the normal gravity value computed on the
 FC1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1063.degrees latitude (g = 980.6199 gals.).
 FC1063
 FC1063.The modeled gravity was interpolated from observed gravity values.
 FC1063
 FC1063;                    North         East    Units  Estimated Accuracy
 FC1063;SPC TN       -   128,410.      688,720.      MT  (+/- 180 meters Scaled)
 FC1063
 FC1063                          SUPERSEDED SURVEY CONTROL
 FC1063
 FC1063  NGVD 29 (??/??/92)  215.733  (m)          707.78   (f) ADJ UNCH    1 2
 FC1063
 FC1063.Superseded values are not recommended for survey control.
 FC1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1063.See file dsdata.txt to determine how the superseded data were derived.
 FC1063
 FC1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE794288(NAD 83)
 FC1063_MARKER: DB = BENCH MARK DISK
 FC1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1063_STAMPING: H 192 1950
 FC1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1063+STABILITY: SURFACE MOTION
 FC1063
 FC1063  HISTORY     - Date     Condition        Report By
 FC1063  HISTORY     - 1950     MONUMENTED       CGS
 FC1063  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1063  HISTORY     - 1980     POOR             LOCSUR
 FC1063
 FC1063                          STATION DESCRIPTION
 FC1063
 FC1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1063'AT DAYTON.
 FC1063'AT DAYTON, ABOUT 0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC1063'FROM THE STATION, AT THE CROSSING OF THE DAYTON-GRAYSVILLE BLACK
 FC1063'TOP ROAD, 121 FEET SOUTH OF THE CENTER OF THE CROSSING, 44 FEET
 FC1063'SOUTHEAST OF THE SOUTHEAST RAIL, 23 FEET SOUTHEAST OF A SWITCH
 FC1063'STAND OF SINCLAIR OIL COMPANY SWITCH TRACK, 5.5 FEET SOUTHWEST
 FC1063'OF A TELEPHONE POLE, 119 FEET SOUTH AND ACROSS ROAD FROM A CROSSING
 FC1063'WARNING SIGN, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS POST,
 FC1063'ABOUT 3 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1063'POST PROJECTING 4 INCHES.
 FC1063
 FC1063                          STATION RECOVERY (1972)
 FC1063
 FC1063'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1063'MARK NOT FOUND.
 FC1063
 FC1063                          STATION RECOVERY (1980)
 FC1063
 FC1063'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FC1063'MONUMENT IN BACKYARD OF FIRST LOT SOUTHEAST OF TRACKS, SOUTHWEST OF
 FC1063'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0172 ***********************************************************************
 FC0172  DESIGNATION -  H 193
 FC0172  PID         -  FC0172
 FC0172  STATE/COUNTY-  TN/MONROE
 FC0172  USGS QUAD   -  SWEETWATER (1989)
 FC0172
 FC0172                         *CURRENT SURVEY CONTROL
 FC0172  ___________________________________________________________________
 FC0172* NAD 83(1986)-  35 35 59.     (N)    084 29 22.     (W)     SCALED    
 FC0172* NAVD 88     -       317.267  (meters)    1040.90   (feet)  ADJUSTED  
 FC0172  ___________________________________________________________________
 FC0172  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0172  DYNAMIC HT  -         316.959 (meters)    1039.89  (feet)  COMP
 FC0172  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 FC0172
 FC0172  VERT ORDER  -  FIRST     CLASS II
 FC0172
 FC0172.The horizontal coordinates were scaled from a topographic map and have
 FC0172.an estimated accuracy of +/- 6 seconds.
 FC0172
 FC0172.The orthometric height was determined by differential leveling
 FC0172.and adjusted by the National Geodetic Survey in June 1991..
 FC0172
 FC0172.The geoid height was determined by GEOID03.
 FC0172
 FC0172.The dynamic height is computed by dividing the NAVD 88
 FC0172.geopotential number by the normal gravity value computed on the
 FC0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0172.degrees latitude (g = 980.6199 gals.).
 FC0172
 FC0172.The modeled gravity was interpolated from observed gravity values.
 FC0172
 FC0172;                    North         East    Units  Estimated Accuracy
 FC0172;SPC TN       -   141,560.      736,870.      MT  (+/- 180 meters Scaled)
 FC0172
 FC0172                          SUPERSEDED SURVEY CONTROL
 FC0172
 FC0172  NGVD 29 (??/??/92)  317.347  (m)         1041.16   (f) ADJ UNCH    1 2
 FC0172
 FC0172.Superseded values are not recommended for survey control.
 FC0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0172.See file dsdata.txt to determine how the superseded data were derived.
 FC0172
 FC0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE274424(NAD 83)
 FC0172_MARKER: DB = BENCH MARK DISK
 FC0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0172_STAMPING: H 193 1950
 FC0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0172+STABILITY: SURFACE MOTION
 FC0172
 FC0172  HISTORY     - Date     Condition        Report By
 FC0172  HISTORY     - 1950     MONUMENTED       CGS
 FC0172
 FC0172                          STATION DESCRIPTION
 FC0172
 FC0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0172'1.5 MI W FROM SWEETWATER.
 FC0172'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION
 FC0172'OF U.S. HIGHWAY 11 AT SWEETWATER, ABOUT 0.25 MILE NORTHEAST OF
 FC0172'THE JUNCTION OF A ROAD LEADING SOUTH, ABOUT 40 YARDS SOUTHWEST
 FC0172'OF THE TOP OF A GRADE, 37.5 FEET SOUTHEAST OF THE CENTER LINE
 FC0172'OF THE HIGHWAY, 25 FEET EAST OF THE CENTER LINE OF A DRIVE
 FC0172'SOUTH TO A HILL TOP FARM, 17 FEET SOUTHWEST OF AN 18-INCH OAK
 FC0172'TREE IN A FENCE CORNER, 10 FEET SOUTH OF A FORKED 28-INCH OAK
 FC0172'TREE, 2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT
 FC0172'2 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FC0172'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0659 ***********************************************************************
 FC0659  DESIGNATION -  H 194
 FC0659  PID         -  FC0659
 FC0659  STATE/COUNTY-  TN/ROANE
 FC0659  USGS QUAD   -  ROCKWOOD (1980)
 FC0659
 FC0659                         *CURRENT SURVEY CONTROL
 FC0659  ___________________________________________________________________
 FC0659* NAD 83(1986)-  35 50 24.     (N)    084 42 52.     (W)     SCALED    
 FC0659* NAVD 88     -       253.839  (meters)     832.80   (feet)  ADJUSTED  
 FC0659  ___________________________________________________________________
 FC0659  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0659  DYNAMIC HT  -         253.602 (meters)     832.03  (feet)  COMP
 FC0659  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 FC0659
 FC0659  VERT ORDER  -  FIRST     CLASS II
 FC0659
 FC0659.The horizontal coordinates were scaled from a topographic map and have
 FC0659.an estimated accuracy of +/- 6 seconds.
 FC0659
 FC0659.The orthometric height was determined by differential leveling
 FC0659.and adjusted by the National Geodetic Survey in June 1991..
 FC0659
 FC0659.The geoid height was determined by GEOID03.
 FC0659
 FC0659.The dynamic height is computed by dividing the NAVD 88
 FC0659.geopotential number by the normal gravity value computed on the
 FC0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0659.degrees latitude (g = 980.6199 gals.).
 FC0659
 FC0659.The modeled gravity was interpolated from observed gravity values.
 FC0659
 FC0659;                    North         East    Units  Estimated Accuracy
 FC0659;SPC TN       -   167,930.      716,140.      MT  (+/- 180 meters Scaled)
 FC0659
 FC0659                          SUPERSEDED SURVEY CONTROL
 FC0659
 FC0659  NGVD 29 (??/??/92)  253.938  (m)          833.13   (f) ADJ UNCH    1 2
 FC0659
 FC0659.Superseded values are not recommended for survey control.
 FC0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0659.See file dsdata.txt to determine how the superseded data were derived.
 FC0659
 FC0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE064686(NAD 83)
 FC0659_MARKER: DB = BENCH MARK DISK
 FC0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0659_STAMPING: H 194 1950
 FC0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0659+STABILITY: SURFACE MOTION
 FC0659
 FC0659  HISTORY     - Date     Condition        Report By
 FC0659  HISTORY     - 1950     MONUMENTED       CGS
 FC0659  HISTORY     - 1972     POOR             TVA
 FC0659
 FC0659                          STATION DESCRIPTION
 FC0659
 FC0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0659'2.4 MI SW FROM ROCKWOOD.
 FC0659'2.45 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0659'AT ROCKWOOD, ABOUT 0.1 MILE SOUTHWEST OF MILE POST 270, AT A
 FC0659'GRAVEL ROAD CROSSING, ABOUT 0.55 MILE SOUTHWEST OF THE OVERPASS
 FC0659'OF U.S. HIGHWAY 70 OVER THE TRACK, 48 FEET NORTHWEST OF THE
 FC0659'NORTHWEST RAIL, 56 FEET NORTHWEST OF THE CENTER OF THE CROSSING,
 FC0659'18 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT
 FC0659'SOUTHEAST OF A FENCE LINE, 35 FEET NORTH AND ACROSS THE GRAVEL
 FC0659'ROAD FROM THE CROSSING WARNING SIGN, AT THE SOUTHWEST END OF
 FC0659'A ROCKY CUT, 34.5 FEET NORTHWEST OF THE NORTHEAST END OF A
 FC0659'24-INCH PIPE CULVERT UNDER GRAVEL ROAD, 2 FEET SOUTHWEST OF A
 FC0659'T.V.A. STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD, ABOUT
 FC0659'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC0659'PROJECTING 3 INCHES.  NOTE-- SET BACK BY LOCAL FARMER, ELEVATION
 FC0659'NO GOOD.
 FC0659
 FC0659                          STATION RECOVERY (1972)
 FC0659
 FC0659'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0659'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0127 ***********************************************************************
 FC0127  DESIGNATION -  H 195
 FC0127  PID         -  FC0127
 FC0127  STATE/COUNTY-  TN/ROANE
 FC0127  USGS QUAD   -  ELVERTON (1990)
 FC0127
 FC0127                         *CURRENT SURVEY CONTROL
 FC0127  ___________________________________________________________________
 FC0127* NAD 83(1986)-  35 58 11.     (N)    084 28 24.     (W)     SCALED    
 FC0127* NAVD 88     -       230.368  (meters)     755.80   (feet)  ADJUSTED  
 FC0127  ___________________________________________________________________
 FC0127  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0127  DYNAMIC HT  -         230.159 (meters)     755.11  (feet)  COMP
 FC0127  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 FC0127
 FC0127  VERT ORDER  -  FIRST     CLASS I
 FC0127
 FC0127.The horizontal coordinates were scaled from a topographic map and have
 FC0127.an estimated accuracy of +/- 6 seconds.
 FC0127
 FC0127.The orthometric height was determined by differential leveling
 FC0127.and adjusted by the National Geodetic Survey in June 1991..
 FC0127
 FC0127.The geoid height was determined by GEOID03.
 FC0127
 FC0127.The dynamic height is computed by dividing the NAVD 88
 FC0127.geopotential number by the normal gravity value computed on the
 FC0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0127.degrees latitude (g = 980.6199 gals.).
 FC0127
 FC0127.The modeled gravity was interpolated from observed gravity values.
 FC0127
 FC0127;                    North         East    Units  Estimated Accuracy
 FC0127;SPC TN       -   182,630.      737,690.      MT  (+/- 180 meters Scaled)
 FC0127
 FC0127                          SUPERSEDED SURVEY CONTROL
 FC0127
 FC0127  NGVD 29 (??/??/92)  230.489  (m)          756.20   (f) ADJ UNCH    1 1
 FC0127
 FC0127.Superseded values are not recommended for survey control.
 FC0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0127.See file dsdata.txt to determine how the superseded data were derived.
 FC0127
 FC0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE278835(NAD 83)
 FC0127_MARKER: DB = BENCH MARK DISK
 FC0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0127_SP_SET: ABUTMENT
 FC0127_STAMPING: H 195 1950
 FC0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0127
 FC0127  HISTORY     - Date     Condition        Report By
 FC0127  HISTORY     - 1950     MONUMENTED       CGS
 FC0127  HISTORY     - 1967     GOOD             NGS
 FC0127
 FC0127                          STATION DESCRIPTION
 FC0127
 FC0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0127'5.3 MI NE FROM HARRIMAN.
 FC0127'ABOUT 5.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0127'STATION AT HARRIMAN, 0.2 MILE EAST OF MILEPOST 45, SET ON THE
 FC0127'TOP OF THE NORTH END OF THE EAST ABUTMENT OF RAILWAY BRIDGE
 FC0127'OVER LITTLE EMORY RIVER, 6.6 FEET NORTH OF THE NORTH RAIL AND
 FC0127'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0934 ***********************************************************************
 GB0934  DESIGNATION -  H 197
 GB0934  PID         -  GB0934
 GB0934  STATE/COUNTY-  TN/SCOTT
 GB0934  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0934
 GB0934                         *CURRENT SURVEY CONTROL
 GB0934  ___________________________________________________________________
 GB0934* NAD 83(1986)-  36 24 43.     (N)    084 32 53.     (W)     SCALED    
 GB0934* NAVD 88     -       407.840  (meters)    1338.06   (feet)  ADJUSTED  
 GB0934  ___________________________________________________________________
 GB0934  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0934  DYNAMIC HT  -         407.492 (meters)    1336.91  (feet)  COMP
 GB0934  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GB0934
 GB0934  VERT ORDER  -  FIRST     CLASS I
 GB0934
 GB0934.The horizontal coordinates were scaled from a topographic map and have
 GB0934.an estimated accuracy of +/- 6 seconds.
 GB0934
 GB0934.The orthometric height was determined by differential leveling
 GB0934.and adjusted by the National Geodetic Survey in June 1991..
 GB0934
 GB0934.The geoid height was determined by GEOID03.
 GB0934
 GB0934.The dynamic height is computed by dividing the NAVD 88
 GB0934.geopotential number by the normal gravity value computed on the
 GB0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0934.degrees latitude (g = 980.6199 gals.).
 GB0934
 GB0934.The modeled gravity was interpolated from observed gravity values.
 GB0934
 GB0934;                    North         East    Units  Estimated Accuracy
 GB0934;SPC TN       -   231,590.      730,220.      MT  (+/- 180 meters Scaled)
 GB0934
 GB0934                          SUPERSEDED SURVEY CONTROL
 GB0934
 GB0934  NGVD 29 (??/??/92)  407.972  (m)         1338.49   (f) ADJ UNCH    1 1
 GB0934
 GB0934.Superseded values are not recommended for survey control.
 GB0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0934.See file dsdata.txt to determine how the superseded data were derived.
 GB0934
 GB0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF198324(NAD 83)
 GB0934_MARKER: DB = BENCH MARK DISK
 GB0934_SETTING: 66 = SET IN ROCK OUTCROP
 GB0934_SP_SET: ROCK LEDGE
 GB0934_STAMPING: H 197 1950
 GB0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0934+STABILITY: POSITION/ELEVATION WELL
 GB0934
 GB0934  HISTORY     - Date     Condition        Report By
 GB0934  HISTORY     - 1950     MONUMENTED       CGS
 GB0934  HISTORY     - 1968     GOOD             NGS
 GB0934
 GB0934                          STATION DESCRIPTION
 GB0934
 GB0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0934'1.4 MI S FROM HELENWOOD.
 GB0934'ABOUT 1.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0934'STATION AT HELENWOOD, 0.4 MILE SOUTH OF MILEPOST 216, 0.1 MILE
 GB0934'NORTH OF A CONCRETE RAILROAD BRIDGE OVER PHILLIPS CREEK, SET
 GB0934'IN THE TOP OF A 6-INCH LEDGE ON THE WEST ROCK WALL OF A CUT
 GB0934'FOR THE RAILROAD, 57 FEET SOUTH OF THE NORTH END OF THE CUT,
 GB0934'26 FEET WEST OF THE WEST RAIL, 1.0 FOOT NORTHWEST OF A 12-INCH
 GB0934'TRIANGLE WHICH IS INSCRIBED IN THE EAST FACE OF THE WALL, AND
 GB0934'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1141 ***********************************************************************
 GC1141  DESIGNATION -  H 198
 GC1141  PID         -  GC1141
 GC1141  STATE/COUNTY-  TN/MONTGOMERY
 GC1141  USGS QUAD   -  CLARKSVILLE (1984)
 GC1141
 GC1141                         *CURRENT SURVEY CONTROL
 GC1141  ___________________________________________________________________
 GC1141* NAD 83(1986)-  36 34 54.     (N)    087 17 06.     (W)     SCALED    
 GC1141* NAVD 88     -       167.701  (meters)     550.20   (feet)  ADJUSTED  
 GC1141  ___________________________________________________________________
 GC1141  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC1141  DYNAMIC HT  -         167.564 (meters)     549.75  (feet)  COMP
 GC1141  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GC1141
 GC1141  VERT ORDER  -  FIRST     CLASS II
 GC1141
 GC1141.The horizontal coordinates were scaled from a topographic map and have
 GC1141.an estimated accuracy of +/- 6 seconds.
 GC1141
 GC1141.The orthometric height was determined by differential leveling
 GC1141.and adjusted by the National Geodetic Survey in June 1991..
 GC1141
 GC1141.The geoid height was determined by GEOID03.
 GC1141
 GC1141.The dynamic height is computed by dividing the NAVD 88
 GC1141.geopotential number by the normal gravity value computed on the
 GC1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1141.degrees latitude (g = 980.6199 gals.).
 GC1141
 GC1141.The modeled gravity was interpolated from observed gravity values.
 GC1141
 GC1141;                    North         East    Units  Estimated Accuracy
 GC1141;SPC TN       -   250,210.      485,000.      MT  (+/- 180 meters Scaled)
 GC1141
 GC1141                          SUPERSEDED SURVEY CONTROL
 GC1141
 GC1141  NGVD 29 (??/??/92)  167.772  (m)          550.43   (f) ADJ UNCH    1 2
 GC1141
 GC1141.Superseded values are not recommended for survey control.
 GC1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1141.See file dsdata.txt to determine how the superseded data were derived.
 GC1141
 GC1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF745485(NAD 83)
 GC1141_MARKER: DB = BENCH MARK DISK
 GC1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1141_STAMPING: H 198 1954
 GC1141_MARK LOGO: CGS   
 GC1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1141+STABILITY: SURFACE MOTION
 GC1141
 GC1141  HISTORY     - Date     Condition        Report By
 GC1141  HISTORY     - 1954     MONUMENTED       CGS
 GC1141  HISTORY     - 1965     GOOD             NGS
 GC1141  HISTORY     - 1984     GOOD             NGS
 GC1141
 GC1141                          STATION DESCRIPTION
 GC1141
 GC1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1141'1 MI NE FROM ST BETHLEHEM.
 GC1141'1.05 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1141'FROM THE FLAG STATION AND BLACK TOP ROAD CROSSING AT ST.
 GC1141'BETHLEHEM, ABOUT 242 YARDS SOUTHWEST OF MILE POST 172, AT A BLACK
 GC1141'TOP ROAD CROSSING, 83 FEET NORTHWEST OF NORTHWEST RAIL, 146 FEET
 GC1141'WEST OF CENTER OF CROSSING, 3 1/2 FEET WEST OF POWER POLE NO.
 GC1141'40 049 T 20 MS 1 1123, 15 FEET NORTHWEST OF CENTER LINE OF A DIM
 GC1141'ROAD, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 GC1141'POST PROJECTING 4 INCHES.
 GC1141
 GC1141                          STATION RECOVERY (1965)
 GC1141
 GC1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GC1141'RECOVERED IN GOOD CONDITION.
 GC1141
 GC1141                          STATION RECOVERY (1984)
 GC1141
 GC1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1141'RECOVERED IN GOOD CONDITION.  NOTE, THE POWER POLE IS NO LONGER
 GC1141'STANDING.
 GC1141'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC1141'THE MARK IS 0.61 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0663 ***********************************************************************
 FC0663  DESIGNATION -  H 2
 FC0663  PID         -  FC0663
 FC0663  STATE/COUNTY-  TN/ROANE
 FC0663  USGS QUAD   -  ROCKWOOD (1980)
 FC0663
 FC0663                         *CURRENT SURVEY CONTROL
 FC0663  ___________________________________________________________________
 FC0663* NAD 83(1986)-  35 48 21.     (N)    084 44 29.     (W)     SCALED    
 FC0663* NAVD 88     -       242.590  (meters)     795.90   (feet)  ADJUSTED  
 FC0663  ___________________________________________________________________
 FC0663  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0663  DYNAMIC HT  -         242.361 (meters)     795.15  (feet)  COMP
 FC0663  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 FC0663
 FC0663  VERT ORDER  -  FIRST     CLASS II
 FC0663
 FC0663.The horizontal coordinates were scaled from a topographic map and have
 FC0663.an estimated accuracy of +/- 6 seconds.
 FC0663
 FC0663.The orthometric height was determined by differential leveling
 FC0663.and adjusted by the National Geodetic Survey in June 1991..
 FC0663
 FC0663.The geoid height was determined by GEOID03.
 FC0663
 FC0663.The dynamic height is computed by dividing the NAVD 88
 FC0663.geopotential number by the normal gravity value computed on the
 FC0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0663.degrees latitude (g = 980.6199 gals.).
 FC0663
 FC0663.The modeled gravity was interpolated from observed gravity values.
 FC0663
 FC0663;                    North         East    Units  Estimated Accuracy
 FC0663;SPC TN       -   164,100.      713,750.      MT  (+/- 180 meters Scaled)
 FC0663
 FC0663                          SUPERSEDED SURVEY CONTROL
 FC0663
 FC0663  NGVD 29 (??/??/92)  242.681  (m)          796.20   (f) ADJ UNCH    1 2
 FC0663
 FC0663.Superseded values are not recommended for survey control.
 FC0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0663.See file dsdata.txt to determine how the superseded data were derived.
 FC0663
 FC0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE040647(NAD 83)
 FC0663_MARKER: Z = SEE DESCRIPTION
 FC0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0663_SP_SET: CULVERT
 FC0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0663
 FC0663  HISTORY     - Date     Condition        Report By
 FC0663  HISTORY     - UNK      MONUMENTED       CGS
 FC0663  HISTORY     - 1950     GOOD             NGS
 FC0663  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0663
 FC0663                          STATION DESCRIPTION
 FC0663
 FC0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0663'5.3 MI SW FROM ROCKWOOD.
 FC0663'5.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0663'AT ROCKWOOD, ABOUT 200 YARDS NORTHEAST OF THE STATION SIGN AT GLEN
 FC0663'ALICE, ABOUT 138 YARDS NORTHEAST OF MILE POST 273, 37.5 FEET
 FC0663'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 46 FEET
 FC0663'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 27, A SQUARE
 FC0663'CUT IN THE TOP OF THE SOUTHEAST COPING STONE OF A 3-FOOT STONE
 FC0663'BOX CULVERT, 9.1 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 FC0663'COPING STONE, 7 INCHES NORTHWEST OF THE SOUTHEAST EDGE OF THE
 FC0663'COPING STONE, ABOUT 15 FEET BELOW THE TRACK AND SURROUNDED BY
 FC0663'THE LETTERS U S C AND G S CUT IN STONE.
 FC0663
 FC0663                          STATION RECOVERY (1972)
 FC0663
 FC0663'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0120 ***********************************************************************
 FE0120  DESIGNATION -  H 20
 FE0120  PID         -  FE0120
 FE0120  STATE/COUNTY-  TN/HENDERSON
 FE0120  USGS QUAD   -  LIFE (1991)
 FE0120
 FE0120                         *CURRENT SURVEY CONTROL
 FE0120  ___________________________________________________________________
 FE0120* NAD 83(1986)-  35 36 52.     (N)    088 28 36.     (W)     SCALED    
 FE0120* NAVD 88     -       158.033  (meters)     518.48   (feet)  ADJUSTED  
 FE0120  ___________________________________________________________________
 FE0120  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0120  DYNAMIC HT  -         157.892 (meters)     518.02  (feet)  COMP
 FE0120  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FE0120
 FE0120  VERT ORDER  -  SECOND    CLASS 0
 FE0120
 FE0120.The horizontal coordinates were scaled from a topographic map and have
 FE0120.an estimated accuracy of +/- 6 seconds.
 FE0120
 FE0120.The orthometric height was determined by differential leveling
 FE0120.and adjusted by the National Geodetic Survey in June 1991..
 FE0120
 FE0120.The geoid height was determined by GEOID03.
 FE0120
 FE0120.The dynamic height is computed by dividing the NAVD 88
 FE0120.geopotential number by the normal gravity value computed on the
 FE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0120.degrees latitude (g = 980.6199 gals.).
 FE0120
 FE0120.The modeled gravity was interpolated from observed gravity values.
 FE0120
 FE0120;                    North         East    Units  Estimated Accuracy
 FE0120;SPC TN       -   144,980.      375,650.      MT  (+/- 180 meters Scaled)
 FE0120
 FE0120                          SUPERSEDED SURVEY CONTROL
 FE0120
 FE0120  NGVD 29 (??/??/??)  158.053  (m)          518.55   (f) ADJUSTED    2 0
 FE0120
 FE0120.Superseded values are not recommended for survey control.
 FE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0120.See file dsdata.txt to determine how the superseded data were derived.
 FE0120
 FE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE662421(NAD 83)
 FE0120_MARKER: DB = BENCH MARK DISK
 FE0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0120_STAMPING: 518.660 H 20 1934
 FE0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0120+STABILITY: SURFACE MOTION
 FE0120
 FE0120  HISTORY     - Date     Condition        Report By
 FE0120  HISTORY     - 1934     MONUMENTED       CGS
 FE0120  HISTORY     - 1935     GOOD             CGS
 FE0120  HISTORY     - 20020603 MARK NOT FOUND   USACE
 FE0120
 FE0120                          STATION DESCRIPTION
 FE0120
 FE0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0120'AT LIFE.
 FE0120'AT LIFE, HENDERSON COUNTY, ON THE NASHVILLE, CHATTANOOGA AND ST.
 FE0120'LOUIS RAILWAY, 100 FEET EAST OF A ROAD CROSSING, 20 FEET WEST OF
 FE0120'POLE 123+23, 25 FEET SOUTH AND 45 FEET EAST OF THE SOUTHEAST
 FE0120'CORNER OF A BRICK STORE, AND 20 FEET NORTH OF THE TRACK.  A
 FE0120'STANDARD DISK, STAMPED 518.660 H 20 1934 AND SET IN THE TOP OF A
 FE0120'CONCRETE POST.
 FE0120
 FE0120                          STATION RECOVERY (2002)
 FE0120
 FE0120'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0120'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0154 ***********************************************************************
 GB0154  DESIGNATION -  H 201
 GB0154  PID         -  GB0154
 GB0154  STATE/COUNTY-  TN/SCOTT
 GB0154  USGS QUAD   -  KETCHEN (1982)
 GB0154
 GB0154                         *CURRENT SURVEY CONTROL
 GB0154  ___________________________________________________________________
 GB0154* NAD 83(1986)-  36 34 00.     (N)    084 21 54.     (W)     SCALED    
 GB0154* NAVD 88     -       347.067  (meters)    1138.67   (feet)  ADJUSTED  
 GB0154  ___________________________________________________________________
 GB0154  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GB0154  DYNAMIC HT  -         346.777 (meters)    1137.72  (feet)  COMP
 GB0154  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GB0154
 GB0154  VERT ORDER  -  SECOND    CLASS 0
 GB0154
 GB0154.The horizontal coordinates were scaled from a topographic map and have
 GB0154.an estimated accuracy of +/- 6 seconds.
 GB0154
 GB0154.The orthometric height was determined by differential leveling
 GB0154.and adjusted by the National Geodetic Survey in June 1991..
 GB0154
 GB0154.The geoid height was determined by GEOID03.
 GB0154
 GB0154.The dynamic height is computed by dividing the NAVD 88
 GB0154.geopotential number by the normal gravity value computed on the
 GB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0154.degrees latitude (g = 980.6199 gals.).
 GB0154
 GB0154.The modeled gravity was interpolated from observed gravity values.
 GB0154
 GB0154;                    North         East    Units  Estimated Accuracy
 GB0154;SPC TN       -   249,020.      746,350.      MT  (+/- 180 meters Scaled)
 GB0154
 GB0154                          SUPERSEDED SURVEY CONTROL
 GB0154
 GB0154  NGVD 29 (??/??/92)  347.203  (m)         1139.12   (f) ADJ UNCH    2 0
 GB0154
 GB0154.Superseded values are not recommended for survey control.
 GB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0154.See file dsdata.txt to determine how the superseded data were derived.
 GB0154
 GB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF358500(NAD 83)
 GB0154_MARKER: DB = BENCH MARK DISK
 GB0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0154_STAMPING: H 201 1951 1139.115
 GB0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0154+STABILITY: SURFACE MOTION
 GB0154
 GB0154  HISTORY     - Date     Condition        Report By
 GB0154  HISTORY     - 1951     MONUMENTED       CGS
 GB0154  HISTORY     - 1957     GOOD             NGS
 GB0154
 GB0154                          STATION DESCRIPTION
 GB0154
 GB0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0154'3.4 MI E FROM PLEASANT GROVE.
 GB0154'ABOUT 3.4 MILES EAST ALONG A DIRT ROAD FROM THE BAPTIST CHURCH
 GB0154'AND SCHOOL AT PLEASANT GROVE, ABOUT 3.1 MILES WEST OF THE CHURCH
 GB0154'AND SCHOOL AT KETCHEN, ABOUT 50 YARDS SOUTHWEST OF THE SOUTHWEST
 GB0154'END OF A 45-FOOT WOODEN BRIDGE OVER A SMALL STREAM, SET AT THE
 GB0154'JUNCTION OF A DRIVE NORTH TO AN UNPAINTED HOUSE, 52 FEET
 GB0154'NORTHWEST OF THE CENTER LINE OF THE ROAD AT CENTER OF JUNCTION
 GB0154'OF DRIVE, 21 FEET WEST OF THE CENTER LINE OF DRIVE, 19 FEET
 GB0154'SOUTHEAST OF A 14-INCH SYCAMORE TREE, 2 FEET WEST OF A WHITE
 GB0154'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE
 GB0154'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GB0154
 GB0154                          STATION RECOVERY (1957)
 GB0154
 GB0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0158 ***********************************************************************
 GB0158  DESIGNATION -  H 202
 GB0158  PID         -  GB0158
 GB0158  STATE/COUNTY-  TN/SCOTT
 GB0158  USGS QUAD   -  KETCHEN (1982)
 GB0158
 GB0158                         *CURRENT SURVEY CONTROL
 GB0158  ___________________________________________________________________
 GB0158* NAD 83(1986)-  36 34 35.     (N)    084 18 29.     (W)     SCALED    
 GB0158* NAVD 88     -       324.589  (meters)    1064.92   (feet)  ADJUSTED  
 GB0158  ___________________________________________________________________
 GB0158  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GB0158  DYNAMIC HT  -         324.315 (meters)    1064.02  (feet)  COMP
 GB0158  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 GB0158
 GB0158  VERT ORDER  -  SECOND    CLASS 0
 GB0158
 GB0158.The horizontal coordinates were scaled from a topographic map and have
 GB0158.an estimated accuracy of +/- 6 seconds.
 GB0158
 GB0158.The orthometric height was determined by differential leveling
 GB0158.and adjusted by the National Geodetic Survey in June 1991..
 GB0158
 GB0158.The geoid height was determined by GEOID03.
 GB0158
 GB0158.The dynamic height is computed by dividing the NAVD 88
 GB0158.geopotential number by the normal gravity value computed on the
 GB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0158.degrees latitude (g = 980.6199 gals.).
 GB0158
 GB0158.The modeled gravity was interpolated from observed gravity values.
 GB0158
 GB0158;                    North         East    Units  Estimated Accuracy
 GB0158;SPC TN       -   250,180.      751,430.      MT  (+/- 180 meters Scaled)
 GB0158
 GB0158                          SUPERSEDED SURVEY CONTROL
 GB0158
 GB0158  NGVD 29 (??/??/92)  324.725  (m)         1065.37   (f) ADJ UNCH    2 0
 GB0158
 GB0158.Superseded values are not recommended for survey control.
 GB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0158.See file dsdata.txt to determine how the superseded data were derived.
 GB0158
 GB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF408512(NAD 83)
 GB0158_MARKER: DB = BENCH MARK DISK
 GB0158_SETTING: 66 = SET IN ROCK OUTCROP
 GB0158_SP_SET: ROCK OUTCROP
 GB0158_STAMPING: H 202 1951 1065.369
 GB0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0158+STABILITY: POSITION/ELEVATION WELL
 GB0158
 GB0158  HISTORY     - Date     Condition        Report By
 GB0158  HISTORY     - 1951     MONUMENTED       CGS
 GB0158  HISTORY     - 1957     GOOD             NGS
 GB0158  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0158
 GB0158                          STATION DESCRIPTION
 GB0158
 GB0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0158'0.7 MI E FROM KETCHEN.
 GB0158'ABOUT 0.7 MILE EAST ALONG A DIRT ROAD FROM THE CHURCH AND SCHOOL
 GB0158'AT KETCHEN, ABOUT 0.65 MILE EAST OF THE SOUTH END OF A BRIDGE
 GB0158'OVER JELLICO CREEK AND THE JUNCTION OF A ROAD SOUTHWEST, AT
 GB0158'THE JUNCTION OF A DIM TRAIL EAST, SET IN THE TOP OF THE SOUTHEAST
 GB0158'EDGE OF AN OUTCROP OF ROCK, 28 FEET SOUTHEAST OF THE CENTER
 GB0158'LINE OF THE ROAD, 27 FEET SOUTH OF THE CENTER LINE OF TRAIL EAST,
 GB0158'7 1/2 FEET SOUTHWEST OF A 12-INCH HICKORY TREE WITH FORKED TOP,
 GB0158'6 FEET NORTHWEST OF THE SOUTHEAST EDGE OF OUTCROP, AND ABOUT 6
 GB0158'FEET ABOVE THE ROAD.
 GB0158
 GB0158                          STATION RECOVERY (1957)
 GB0158
 GB0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0158'RECOVERED IN GOOD CONDITION.
 GB0158
 GB0158                          STATION RECOVERY (1977)
 GB0158
 GB0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1089 ***********************************************************************
 GB1089  DESIGNATION -  H 203
 GB1089  PID         -  GB1089
 GB1089  STATE/COUNTY-  TN/PICKETT
 GB1089  USGS QUAD   -  SHARP PLACE (1981)
 GB1089
 GB1089                         *CURRENT SURVEY CONTROL
 GB1089  ___________________________________________________________________
 GB1089* NAD 83(1986)-  36 34 58.     (N)    084 49 56.     (W)     SCALED    
 GB1089* NAVD 88     -       497.122  (meters)    1630.97   (feet)  ADJUSTED  
 GB1089  ___________________________________________________________________
 GB1089  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GB1089  DYNAMIC HT  -         496.706 (meters)    1629.61  (feet)  COMP
 GB1089  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GB1089
 GB1089  VERT ORDER  -  SECOND    CLASS 0
 GB1089
 GB1089.The horizontal coordinates were scaled from a topographic map and have
 GB1089.an estimated accuracy of +/- 6 seconds.
 GB1089
 GB1089.The orthometric height was determined by differential leveling
 GB1089.and adjusted by the National Geodetic Survey in June 1991..
 GB1089
 GB1089.The geoid height was determined by GEOID03.
 GB1089
 GB1089.The dynamic height is computed by dividing the NAVD 88
 GB1089.geopotential number by the normal gravity value computed on the
 GB1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1089.degrees latitude (g = 980.6199 gals.).
 GB1089
 GB1089.The modeled gravity was interpolated from observed gravity values.
 GB1089
 GB1089;                    North         East    Units  Estimated Accuracy
 GB1089;SPC TN       -   250,210.      704,510.      MT  (+/- 180 meters Scaled)
 GB1089
 GB1089                          SUPERSEDED SURVEY CONTROL
 GB1089
 GB1089  NGVD 29 (??/??/92)  497.253  (m)         1631.40   (f) ADJ UNCH    2 0
 GB1089
 GB1089.Superseded values are not recommended for survey control.
 GB1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1089.See file dsdata.txt to determine how the superseded data were derived.
 GB1089
 GB1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF939507(NAD 83)
 GB1089_MARKER: DB = BENCH MARK DISK
 GB1089_SETTING: 66 = SET IN ROCK OUTCROP
 GB1089_SP_SET: ROCK OUTCROP
 GB1089_STAMPING: H 203 1951 1631.404
 GB1089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1089+STABILITY: POSITION/ELEVATION WELL
 GB1089
 GB1089  HISTORY     - Date     Condition        Report By
 GB1089  HISTORY     - 1951     MONUMENTED       CGS
 GB1089  HISTORY     - 1958     GOOD             NGS
 GB1089
 GB1089                          STATION DESCRIPTION
 GB1089
 GB1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1089'12.4 MI N FROM EAST JAMESTOWN.
 GB1089'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1089'AT EAST JAMESTOWN, THENCE ABOUT 6.2 MILES NORTHWEST AND NORTHEAST
 GB1089'ALONG A GRAVEL ROAD, AT JUNCTION OF A ROAD NORTHWEST, IN THE
 GB1089'TOP OF AN OUTCROPPING SANDSTONE LEDGE, 18 FEET EAST OF CENTER
 GB1089'LINE OF ROAD, 110 FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION,
 GB1089'109 FEET SOUTH OF CENTER LINE OF A DIM TRAIL EAST, 37 FEET
 GB1089'SOUTH OF A 20-INCH FORKED CHESTNUT TREE, 8 1/2 FEET SOUTHEAST
 GB1089'OF A SLASH BLAZED 6-INCH PINE TREE, AND ABOUT 1 1/2 FEET BELOW
 GB1089'THE ROAD.
 GB1089
 GB1089                          STATION RECOVERY (1958)
 GB1089
 GB1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1578 ***********************************************************************
 GB1578  DESIGNATION -  H 204
 GB1578  PID         -  GB1578
 GB1578  STATE/COUNTY-  TN/CLAY
 GB1578  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1578
 GB1578                         *CURRENT SURVEY CONTROL
 GB1578  ___________________________________________________________________
 GB1578* NAD 83(1986)-  36 33 07.     (N)    085 26 54.     (W)     SCALED    
 GB1578* NAVD 88     -       243.920  (meters)     800.26   (feet)  ADJUSTED  
 GB1578  ___________________________________________________________________
 GB1578  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GB1578  DYNAMIC HT  -         243.710 (meters)     799.57  (feet)  COMP
 GB1578  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 GB1578
 GB1578  VERT ORDER  -  SECOND    CLASS 0
 GB1578
 GB1578.The horizontal coordinates were scaled from a topographic map and have
 GB1578.an estimated accuracy of +/- 6 seconds.
 GB1578
 GB1578.The orthometric height was determined by differential leveling
 GB1578.and adjusted by the National Geodetic Survey in June 1991..
 GB1578
 GB1578.The geoid height was determined by GEOID03.
 GB1578
 GB1578.The dynamic height is computed by dividing the NAVD 88
 GB1578.geopotential number by the normal gravity value computed on the
 GB1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1578.degrees latitude (g = 980.6199 gals.).
 GB1578
 GB1578.The modeled gravity was interpolated from observed gravity values.
 GB1578
 GB1578;                    North         East    Units  Estimated Accuracy
 GB1578;SPC TN       -   246,300.      649,390.      MT  (+/- 180 meters Scaled)
 GB1578
 GB1578                          SUPERSEDED SURVEY CONTROL
 GB1578
 GB1578  NGVD 29 (??/??/92)  244.028  (m)          800.62   (f) ADJ UNCH    2 0
 GB1578
 GB1578.Superseded values are not recommended for survey control.
 GB1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1578.See file dsdata.txt to determine how the superseded data were derived.
 GB1578
 GB1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF388462(NAD 83)
 GB1578_MARKER: DB = BENCH MARK DISK
 GB1578_SETTING: 66 = SET IN ROCK OUTCROP
 GB1578_SP_SET: ROCK OUTCROP
 GB1578_STAMPING: H 204 1951
 GB1578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1578+STABILITY: POSITION/ELEVATION WELL
 GB1578
 GB1578  HISTORY     - Date     Condition        Report By
 GB1578  HISTORY     - 1951     MONUMENTED       CGS
 GB1578  HISTORY     - 1966     GOOD             NGS
 GB1578
 GB1578                          STATION DESCRIPTION
 GB1578
 GB1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1578'4 MI NE FROM CELINA.
 GB1578'ABOUT 4.05 MILES EAST AND NORTHEAST ALONG STATE ROUTE 53 FROM
 GB1578'THE CLAY COUNTY COURTHOUSE IN CELINA, JUST NORTH OF THE JUNCTION
 GB1578'OF THE PAVED ROAD LEADING TO DALE HOLLOW BOAT DOCK, 44 FEET
 GB1578'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 4 FEET
 GB1578'SOUTHEAST OF A 10-INCH CEDAR TREE WITH A METAL WITNESS POST
 GB1578'ATTACHED, IN THE TOP AND 0.5 OF A FOOT NORTH OF THE SOUTH EDGE
 GB1578'OF A ROCK OUTCROP, AND ABOUT 1.5 FEET ABOVE THE ELEVATION OF THE
 GB1578'HIGHWAY.  IT IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL
 GB1578'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED H 204 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0148 ***********************************************************************
 FE0148  DESIGNATION -  H 21
 FE0148  PID         -  FE0148
 FE0148  STATE/COUNTY-  TN/DECATUR
 FE0148  USGS QUAD   -  PERRYVILLE (1986)
 FE0148
 FE0148                         *CURRENT SURVEY CONTROL
 FE0148  ___________________________________________________________________
 FE0148* NAD 83(1986)-  35 30 52.     (N)    088 06 13.     (W)     SCALED    
 FE0148* NAVD 88     -       167.874  (meters)     550.77   (feet)  POSTED    
 FE0148  ___________________________________________________________________
 FE0148  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0148  DYNAMIC HT  -         167.720 (meters)     550.26  (feet)  COMP
 FE0148  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 FE0148
 FE0148  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FE0148
 FE0148.The horizontal coordinates were scaled from a topographic map and have
 FE0148.an estimated accuracy of +/- 6 seconds.
 FE0148
 FE0148.The orthometric height was determined by differential leveling
 FE0148.and adjusted by the National Geodetic Survey in 1992..
 FE0148.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FE0148.rate of 2.1 thru 3.0 mm/km.
 FE0148
 FE0148.The geoid height was determined by GEOID03.
 FE0148
 FE0148.The dynamic height is computed by dividing the NAVD 88
 FE0148.geopotential number by the normal gravity value computed on the
 FE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0148.degrees latitude (g = 980.6199 gals.).
 FE0148
 FE0148.The modeled gravity was interpolated from observed gravity values.
 FE0148
 FE0148;                    North         East    Units  Estimated Accuracy
 FE0148;SPC TN       -   133,090.      409,200.      MT  (+/- 180 meters Scaled)
 FE0148
 FE0148                          SUPERSEDED SURVEY CONTROL
 FE0148
 FE0148  NGVD 29 (??/??/??)  167.882  (m)          550.79   (f) ADJUSTED    2 0
 FE0148
 FE0148.Superseded values are not recommended for survey control.
 FE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0148.See file dsdata.txt to determine how the superseded data were derived.
 FE0148
 FE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE999306(NAD 83)
 FE0148_MARKER: DB = BENCH MARK DISK
 FE0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0148_STAMPING: 550.947 H 21 1934
 FE0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0148+STABILITY: SURFACE MOTION
 FE0148
 FE0148  HISTORY     - Date     Condition        Report By
 FE0148  HISTORY     - 1934     MONUMENTED       CGS
 FE0148  HISTORY     - 1935     GOOD             CGS
 FE0148
 FE0148                          STATION DESCRIPTION
 FE0148
 FE0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0148'5.8 MI S FROM DECATURVILLE.
 FE0148'5.8 MILES SOUTH ALONG STATE HIGHWAY 69 FROM DECATURVILLE, DECATUR
 FE0148'COUNTY, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE
 FE0148'HOUSE OCCUPIED IN 1934 BY R.W. HANEY, AND 2 FEET WEST OF THE
 FE0148'NORTHEAST CORNER OF THE YARD FENCE.  A STANDARD DISK, STAMPED
 FE0148'550.947 H 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1273 ***********************************************************************
 FE1273  DESIGNATION -  H 212
 FE1273  PID         -  FE1273
 FE1273  STATE/COUNTY-  TN/SHELBY
 FE1273  USGS QUAD   -  EADS (1983)
 FE1273
 FE1273                         *CURRENT SURVEY CONTROL
 FE1273  ___________________________________________________________________
 FE1273* NAD 83(1986)-  35 14 55.     (N)    089 40 08.     (W)     SCALED    
 FE1273* NAVD 88     -       104.525  (meters)     342.93   (feet)  ADJUSTED  
 FE1273  ___________________________________________________________________
 FE1273  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1273  DYNAMIC HT  -         104.431 (meters)     342.62  (feet)  COMP
 FE1273  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 FE1273
 FE1273  VERT ORDER  -  SECOND    CLASS 0
 FE1273
 FE1273.The horizontal coordinates were scaled from a topographic map and have
 FE1273.an estimated accuracy of +/- 6 seconds.
 FE1273
 FE1273.The orthometric height was determined by differential leveling
 FE1273.and adjusted by the National Geodetic Survey in June 1991..
 FE1273
 FE1273.The geoid height was determined by GEOID03.
 FE1273
 FE1273.The dynamic height is computed by dividing the NAVD 88
 FE1273.geopotential number by the normal gravity value computed on the
 FE1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1273.degrees latitude (g = 980.6199 gals.).
 FE1273
 FE1273.The modeled gravity was interpolated from observed gravity values.
 FE1273
 FE1273;                    North         East    Units  Estimated Accuracy
 FE1273;SPC TN       -   107,810.      266,170.      MT  (+/- 180 meters Scaled)
 FE1273
 FE1273                          SUPERSEDED SURVEY CONTROL
 FE1273
 FE1273  NGVD 29 (??/??/??)  104.513  (m)          342.89   (f) ADJUSTED    2 0
 FE1273
 FE1273.Superseded values are not recommended for survey control.
 FE1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1273.See file dsdata.txt to determine how the superseded data were derived.
 FE1273
 FE1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE571038(NAD 83)
 FE1273_MARKER: DB = BENCH MARK DISK
 FE1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1273_STAMPING: H 212 1958
 FE1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1273+STABILITY: SURFACE MOTION
 FE1273
 FE1273  HISTORY     - Date     Condition        Report By
 FE1273  HISTORY     - 1958     MONUMENTED       CGS
 FE1273  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1273  HISTORY     - 19980404 MARK NOT FOUND   TN1620
 FE1273
 FE1273                          STATION DESCRIPTION
 FE1273
 FE1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1273'7.9 MI SW FROM GALLAWAY.
 FE1273'1.9 MILES SOUTH ALONG PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1273'AT GALLAWAY, THENCE 0.5 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1273'2.0 MILES SOUTHWEST CROSS COUNTRY, THENCE 0.7 MILES WEST ALONG
 FE1273'A GRAVEL ROAD, THENCE 0.75 MILES SOUTH ALONG COLL-AR. RD., THENCE
 FE1273'0.15 MILES WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES SOUTHWEST
 FE1273'CROSS COUNTRY, THENCE 0.8 MILES SOUTH ALONG AIR LINE ROAD, 48.5
 FE1273'FT. NORTHWEST OF THE CENTER LINE OF T JUNCTION OF DONNELSON RD.
 FE1273'AND AIR LINE ROAD, 78 FT. NORTH-NORTHWEST OF A CONCRETE ROAD
 FE1273'MARKER, 32.6 FT. WEST OF THE CENTER LINE OF AIR LINE RD., 1.3
 FE1273'FT. EAST OF THE FENCE LINE, 2.6 FT. NORTH OF A WHITE WOODEN
 FE1273'WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1273'PROJECTING 2 INCHES, ABOUT 2 FT. ABOVE THE ROAD.
 FE1273
 FE1273                          STATION RECOVERY (1992)
 FE1273
 FE1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1273'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 FE1273
 FE1273                          STATION RECOVERY (1998)
 FE1273
 FE1273'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (KG)
 FE1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1076 ***********************************************************************
 FE1076  DESIGNATION -  H 213
 FE1076  PID         -  FE1076
 FE1076  STATE/COUNTY-  TN/FAYETTE
 FE1076  USGS QUAD   -  LAMBERT (1983)
 FE1076
 FE1076                         *CURRENT SURVEY CONTROL
 FE1076  ___________________________________________________________________
 FE1076* NAD 83(1986)-  35 22 29.     (N)    089 29 21.     (W)     SCALED    
 FE1076* NAVD 88     -       104.064  (meters)     341.42   (feet)  ADJUSTED  
 FE1076  ___________________________________________________________________
 FE1076  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE1076  DYNAMIC HT  -         103.972 (meters)     341.11  (feet)  COMP
 FE1076  MODELED GRAV-     979,749.1   (mgal)                       NAVD 88
 FE1076
 FE1076  VERT ORDER  -  SECOND    CLASS 0
 FE1076
 FE1076.The horizontal coordinates were scaled from a topographic map and have
 FE1076.an estimated accuracy of +/- 6 seconds.
 FE1076
 FE1076.The orthometric height was determined by differential leveling
 FE1076.and adjusted by the National Geodetic Survey in June 1991..
 FE1076
 FE1076.The geoid height was determined by GEOID03.
 FE1076
 FE1076.The dynamic height is computed by dividing the NAVD 88
 FE1076.geopotential number by the normal gravity value computed on the
 FE1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1076.degrees latitude (g = 980.6199 gals.).
 FE1076
 FE1076.The modeled gravity was interpolated from observed gravity values.
 FE1076
 FE1076;                    North         East    Units  Estimated Accuracy
 FE1076;SPC TN       -   121,190.      283,010.      MT  (+/- 180 meters Scaled)
 FE1076
 FE1076                          SUPERSEDED SURVEY CONTROL
 FE1076
 FE1076  NGVD 29 (??/??/??)  104.047  (m)          341.36   (f) ADJUSTED    2 0
 FE1076
 FE1076.Superseded values are not recommended for survey control.
 FE1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1076.See file dsdata.txt to determine how the superseded data were derived.
 FE1076
 FE1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE738174(NAD 83)
 FE1076_MARKER: DB = BENCH MARK DISK
 FE1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1076_STAMPING: H 213 1959
 FE1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1076+STABILITY: SURFACE MOTION
 FE1076
 FE1076  HISTORY     - Date     Condition        Report By
 FE1076  HISTORY     - 1959     MONUMENTED       CGS
 FE1076  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1076
 FE1076                          STATION DESCRIPTION
 FE1076
 FE1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1076'6.6 MI ESE FROM BRADEN.
 FE1076'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1076'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1076'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE
 FE1076'1 MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1076'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1076'THENCE 0.1 MILE EAST ALONG A GRAVEL ROAD, 90.0 FEET EAST OF THE
 FE1076'CENTER OF A PRIVATE DRIVE, 23.0 FEET SOUTH OF THE CENTER OF A DIRT
 FE1076'ROAD, 3.2 FEET WEST-NORTHWEST OF A 10-INCH TREE, 2.2 FEET
 FE1076'NORTH OF A FENCE LINE AND 2 FEET EAST-NORTHEAST OF A WITNESS POST.
 FE1076'A C AND GS DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE1076'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 FE1076
 FE1076                          STATION RECOVERY (2002)
 FE1076
 FE1076'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0833 ***********************************************************************
 FE0833  DESIGNATION -  H 214
 FE0833  PID         -  FE0833
 FE0833  STATE/COUNTY-  TN/HAYWOOD
 FE0833  USGS QUAD   -  SUNNYHILL (1983)
 FE0833
 FE0833                         *CURRENT SURVEY CONTROL
 FE0833  ___________________________________________________________________
 FE0833* NAD 83(1986)-  35 33 36.     (N)    089 10 04.     (W)     SCALED    
 FE0833* NAVD 88     -       112.864  (meters)     370.29   (feet)  ADJUSTED  
 FE0833  ___________________________________________________________________
 FE0833  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE0833  DYNAMIC HT  -         112.763 (meters)     369.96  (feet)  COMP
 FE0833  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 FE0833
 FE0833  VERT ORDER  -  SECOND    CLASS 0
 FE0833
 FE0833.The horizontal coordinates were scaled from a topographic map and have
 FE0833.an estimated accuracy of +/- 6 seconds.
 FE0833
 FE0833.The orthometric height was determined by differential leveling
 FE0833.and adjusted by the National Geodetic Survey in June 1991..
 FE0833
 FE0833.The geoid height was determined by GEOID03.
 FE0833
 FE0833.The dynamic height is computed by dividing the NAVD 88
 FE0833.geopotential number by the normal gravity value computed on the
 FE0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0833.degrees latitude (g = 980.6199 gals.).
 FE0833
 FE0833.The modeled gravity was interpolated from observed gravity values.
 FE0833
 FE0833;                    North         East    Units  Estimated Accuracy
 FE0833;SPC TN       -   140,750.      312,870.      MT  (+/- 180 meters Scaled)
 FE0833
 FE0833                          SUPERSEDED SURVEY CONTROL
 FE0833
 FE0833  NGVD 29 (??/??/??)  112.876  (m)          370.33   (f) ADJUSTED    2 0
 FE0833
 FE0833.Superseded values are not recommended for survey control.
 FE0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0833.See file dsdata.txt to determine how the superseded data were derived.
 FE0833
 FE0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE035373(NAD 83)
 FE0833_MARKER: DB = BENCH MARK DISK
 FE0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0833_STAMPING: H 214 1959
 FE0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0833+STABILITY: SURFACE MOTION
 FE0833
 FE0833  HISTORY     - Date     Condition        Report By
 FE0833  HISTORY     - 1959     MONUMENTED       CGS
 FE0833  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0833
 FE0833                          STATION DESCRIPTION
 FE0833
 FE0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0833'10.3 MI SE FROM BROWNSVILLE.
 FE0833'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0833'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0833'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0833'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0833'JUNCTION, THENCE 1.1 MILE EAST ON A DIRT ROAD TO A PRIVATE
 FE0833'DRIVE, THENCE 0.5 MILE NORTH, 150 FT. SOUTHWEST ON A FARM
 FE0833'POND, 147 FT. SOUTHEAST OF THE CENTER OF THE INTERSTATE HIGHWAY,
 FE0833'15 FT. NORTH-NORTHWEST OF A FENCE CORNER, 1 FT. EAST OF A FENCE
 FE0833'LINE, 2.3 FT SOUTH OF A WITNESS POST, A C AND GS DISK SET IN
 FE0833'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0833
 FE0833                          STATION RECOVERY (2002)
 FE0833
 FE0833'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0845 ***********************************************************************
 FE0845  DESIGNATION -  H 215
 FE0845  PID         -  FE0845
 FE0845  STATE/COUNTY-  TN/HAYWOOD
 FE0845  USGS QUAD   -  DENMARK (1981)
 FE0845
 FE0845                         *CURRENT SURVEY CONTROL
 FE0845  ___________________________________________________________________
 FE0845* NAD 83(1986)-  35 35 08.     (N)    089 06 12.     (W)     SCALED    
 FE0845* NAVD 88     -       120.378  (meters)     394.94   (feet)  ADJUSTED  
 FE0845  ___________________________________________________________________
 FE0845  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FE0845  DYNAMIC HT  -         120.271 (meters)     394.59  (feet)  COMP
 FE0845  MODELED GRAV-     979,742.8   (mgal)                       NAVD 88
 FE0845
 FE0845  VERT ORDER  -  SECOND    CLASS 0
 FE0845
 FE0845.The horizontal coordinates were scaled from a topographic map and have
 FE0845.an estimated accuracy of +/- 6 seconds.
 FE0845
 FE0845.The orthometric height was determined by differential leveling
 FE0845.and adjusted by the National Geodetic Survey in June 1991..
 FE0845
 FE0845.The geoid height was determined by GEOID03.
 FE0845
 FE0845.The dynamic height is computed by dividing the NAVD 88
 FE0845.geopotential number by the normal gravity value computed on the
 FE0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0845.degrees latitude (g = 980.6199 gals.).
 FE0845
 FE0845.The modeled gravity was interpolated from observed gravity values.
 FE0845
 FE0845;                    North         East    Units  Estimated Accuracy
 FE0845;SPC TN       -   143,390.      318,790.      MT  (+/- 180 meters Scaled)
 FE0845
 FE0845                          SUPERSEDED SURVEY CONTROL
 FE0845
 FE0845  NGVD 29 (??/??/??)  120.396  (m)          395.00   (f) ADJUSTED    2 0
 FE0845
 FE0845.Superseded values are not recommended for survey control.
 FE0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0845.See file dsdata.txt to determine how the superseded data were derived.
 FE0845
 FE0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE094400(NAD 83)
 FE0845_MARKER: DB = BENCH MARK DISK
 FE0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0845_STAMPING: H 215 1959
 FE0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0845+STABILITY: SURFACE MOTION
 FE0845
 FE0845  HISTORY     - Date     Condition        Report By
 FE0845  HISTORY     - 1959     MONUMENTED       CGS
 FE0845  HISTORY     - 20020907 MARK NOT FOUND   USACE
 FE0845
 FE0845                          STATION DESCRIPTION
 FE0845
 FE0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0845'9.3 MI E FROM BROWNSVILLE.
 FE0845'9.3 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0845'BROWNSVILLE, 0.9 MILE EAST FROM 39 RHP (U.S.G.S.).  IT IS 51
 FE0845'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 1 FOOT NORTH OF A
 FE0845'WIRE FENCE, 6 FEET EAST OF A FENCE CORNER, 18 FEET EAST OF THE
 FE0845'CENTER OF A PRIVATE DRIVE, 2.5 FEET WEST OF A WITNESS SIGN.
 FE0845'THE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 FE0845'3 INCHES ABOVE THE GROUND.
 FE0845
 FE0845                          STATION RECOVERY (2002)
 FE0845
 FE0845'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0661 ***********************************************************************
 FE0661  DESIGNATION -  H 216
 FE0661  PID         -  FE0661
 FE0661  STATE/COUNTY-  TN/HENDERSON
 FE0661  USGS QUAD   -  JUNO (1980)
 FE0661
 FE0661                         *CURRENT SURVEY CONTROL
 FE0661  ___________________________________________________________________
 FE0661* NAD 83(1986)-  35 44 12.     (N)    088 34 57.     (W)     SCALED    
 FE0661* NAVD 88     -       165.991  (meters)     544.59   (feet)  ADJUSTED  
 FE0661  ___________________________________________________________________
 FE0661  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0661  DYNAMIC HT  -         165.843 (meters)     544.10  (feet)  COMP
 FE0661  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 FE0661
 FE0661  VERT ORDER  -  SECOND    CLASS 0
 FE0661
 FE0661.The horizontal coordinates were scaled from a topographic map and have
 FE0661.an estimated accuracy of +/- 6 seconds.
 FE0661
 FE0661.The orthometric height was determined by differential leveling
 FE0661.and adjusted by the National Geodetic Survey in June 1991..
 FE0661
 FE0661.The geoid height was determined by GEOID03.
 FE0661
 FE0661.The dynamic height is computed by dividing the NAVD 88
 FE0661.geopotential number by the normal gravity value computed on the
 FE0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0661.degrees latitude (g = 980.6199 gals.).
 FE0661
 FE0661.The modeled gravity was interpolated from observed gravity values.
 FE0661
 FE0661;                    North         East    Units  Estimated Accuracy
 FE0661;SPC TN       -   158,780.      366,420.      MT  (+/- 180 meters Scaled)
 FE0661
 FE0661                          SUPERSEDED SURVEY CONTROL
 FE0661
 FE0661  NGVD 29 (??/??/??)  166.019  (m)          544.68   (f) ADJUSTED    2 0
 FE0661
 FE0661.Superseded values are not recommended for survey control.
 FE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0661.See file dsdata.txt to determine how the superseded data were derived.
 FE0661
 FE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE568558(NAD 83)
 FE0661_MARKER: DB = BENCH MARK DISK
 FE0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0661+STABILITY: SURFACE MOTION
 FE0661
 FE0661  HISTORY     - Date     Condition        Report By
 FE0661  HISTORY     - UNK      MONUMENTED       CGS
 FE0661  HISTORY     - 1959     GOOD             CGS
 FE0661  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0661
 FE0661                          STATION DESCRIPTION
 FE0661
 FE0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0661'27.7 MI NE FROM JACKSON.
 FE0661'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0661'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0661'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S. 70,
 FE0661'THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 20, THENCE 3.1
 FE0661'MILES NORTHWEST ON BROWNS CHURCH ROAD, THENCE 2.95 MILES EAST
 FE0661'ALONG HARTMAS LANE, THENCE 2.1 MILES ALONG LAW ROAD, THENCE 2.4 MILES
 FE0661'EAST ALONG GURLEY CREEK ROAD, THENCE 0.55 MILE ALONG GRAVELED ROAD
 FE0661'EAST, THENCE 0.7 MILE NORTHEAST ALONG GRAVELED ROAD.  IT IS 243 FEET
 FE0661'SOUTH OF THE CENTER LINE OF T JUNCTION OF GRAVELED ROADS, 12
 FE0661'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 1.5 FEET EAST
 FE0661'OF A NORTH-SOUTH FENCE LINE.  THE MARK IS SET IN THE TOP OF A
 FE0661'CONCRETE POST, WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, ABOUT
 FE0661'LEVEL WITH THE ROAD AND 2 FEET SOUTH OF A WITNESS SIGN.
 FE0661
 FE0661                          STATION RECOVERY (2002)
 FE0661
 FE0661'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0661'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0044 ***********************************************************************
 FE0044  DESIGNATION -  H 217
 FE0044  PID         -  FE0044
 FE0044  STATE/COUNTY-  TN/BENTON
 FE0044  USGS QUAD   -  SUGAR TREE (1986)
 FE0044
 FE0044                         *CURRENT SURVEY CONTROL
 FE0044  ___________________________________________________________________
 FE0044* NAD 83(1986)-  35 51 36.     (N)    088 02 06.     (W)     SCALED    
 FE0044* NAVD 88     -       140.399  (meters)     460.63   (feet)  ADJUSTED  
 FE0044  ___________________________________________________________________
 FE0044  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FE0044  DYNAMIC HT  -         140.277 (meters)     460.23  (feet)  COMP
 FE0044  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 FE0044
 FE0044  VERT ORDER  -  SECOND    CLASS 0
 FE0044
 FE0044.The horizontal coordinates were scaled from a topographic map and have
 FE0044.an estimated accuracy of +/- 6 seconds.
 FE0044
 FE0044.The orthometric height was determined by differential leveling
 FE0044.and adjusted by the National Geodetic Survey in June 1991..
 FE0044
 FE0044.The geoid height was determined by GEOID03.
 FE0044
 FE0044.The dynamic height is computed by dividing the NAVD 88
 FE0044.geopotential number by the normal gravity value computed on the
 FE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0044.degrees latitude (g = 980.6199 gals.).
 FE0044
 FE0044.The modeled gravity was interpolated from observed gravity values.
 FE0044
 FE0044;                    North         East    Units  Estimated Accuracy
 FE0044;SPC TN       -   171,290.      416,220.      MT  (+/- 180 meters Scaled)
 FE0044
 FE0044                          SUPERSEDED SURVEY CONTROL
 FE0044
 FE0044  NGVD 29 (??/??/??)  140.423  (m)          460.70   (f) ADJUSTED    2 0
 FE0044
 FE0044.Superseded values are not recommended for survey control.
 FE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0044.See file dsdata.txt to determine how the superseded data were derived.
 FE0044
 FE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE065689(NAD 83)
 FE0044_MARKER: DB = BENCH MARK DISK
 FE0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0044_STAMPING: H 217 1959
 FE0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0044+STABILITY: SURFACE MOTION
 FE0044
 FE0044  HISTORY     - Date     Condition        Report By
 FE0044  HISTORY     - 1959     MONUMENTED       CGS
 FE0044  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0044
 FE0044                          STATION DESCRIPTION
 FE0044
 FE0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0044'4.9 MI E FROM MC ILLWAIN.
 FE0044'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0044'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0044'MILE SOUTHEAST OF HOLLADAY, GO 1.6 MILES SOUTHEAST ON STATE
 FE0044'HIGHWAY 69, THENCE 1.1 MLES EAST AND NORTH ON A GRAVELED ROAD
 FE0044'TO A T JUNCTION, THENCE 1.4 MILES SOUTHEAST ON A GRAVELED ROAD,
 FE0044'THENCE 0.8 MILE NORTH ON A GRAVELED ROAD, THE MARK IS SET AT THE
 FE0044'WEST EDGE OF A WOODED AREA, 46 FT. EAST-NORTHEAST AND ACROSS THE
 FE0044'ROAD FROM A FENCE, 27 FT. EAST-NORTHEAST OF THE CENTER OF A
 FE0044'GRAVELED ROAD, 3.2 FT. NORTH OF A WITNESS SIGN, A DISK SET IN
 FE0044'TOP OF A CONCRETE POST PROJECTING 3 INCHES, AND ABOUT LEVEL WITH
 FE0044'THE ROAD.  NOTE-- ROAD IS NOW A 20 FT GRAVEL ROAD AND BANK HAS
 FE0044'BEEN SLOPED AND DITCHED ON N SIDE.
 FE0044
 FE0044                          STATION RECOVERY (1972)
 FE0044
 FE0044'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1148 ***********************************************************************
 FD1148  DESIGNATION -  H 218
 FD1148  PID         -  FD1148
 FD1148  STATE/COUNTY-  TN/HICKMAN
 FD1148  USGS QUAD   -  COBLE (1968)
 FD1148
 FD1148                         *CURRENT SURVEY CONTROL
 FD1148  ___________________________________________________________________
 FD1148* NAD 83(1986)-  35 51 48.     (N)    087 41 29.     (W)     SCALED    
 FD1148* NAVD 88     -       134.317  (meters)     440.67   (feet)  ADJUSTED  
 FD1148  ___________________________________________________________________
 FD1148  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD1148  DYNAMIC HT  -         134.201 (meters)     440.29  (feet)  COMP
 FD1148  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 FD1148
 FD1148  VERT ORDER  -  SECOND    CLASS 0
 FD1148
 FD1148.The horizontal coordinates were scaled from a topographic map and have
 FD1148.an estimated accuracy of +/- 6 seconds.
 FD1148
 FD1148.The orthometric height was determined by differential leveling
 FD1148.and adjusted by the National Geodetic Survey in June 1991..
 FD1148
 FD1148.The geoid height was determined by GEOID03.
 FD1148
 FD1148.The dynamic height is computed by dividing the NAVD 88
 FD1148.geopotential number by the normal gravity value computed on the
 FD1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1148.degrees latitude (g = 980.6199 gals.).
 FD1148
 FD1148.The modeled gravity was interpolated from observed gravity values.
 FD1148
 FD1148;                    North         East    Units  Estimated Accuracy
 FD1148;SPC TN       -   171,070.      447,250.      MT  (+/- 180 meters Scaled)
 FD1148
 FD1148                          SUPERSEDED SURVEY CONTROL
 FD1148
 FD1148  NGVD 29 (??/??/92)  134.345  (m)          440.76   (f) ADJ UNCH    2 0
 FD1148
 FD1148.Superseded values are not recommended for survey control.
 FD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1148.See file dsdata.txt to determine how the superseded data were derived.
 FD1148
 FD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE375690(NAD 83)
 FD1148_MARKER: DB = BENCH MARK DISK
 FD1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1148_SP_SET: GAS PUMP
 FD1148_STAMPING: H 218 1959
 FD1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1148
 FD1148  HISTORY     - Date     Condition        Report By
 FD1148  HISTORY     - 1959     MONUMENTED       CGS
 FD1148
 FD1148                          STATION DESCRIPTION
 FD1148
 FD1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1148'AT ONLY.
 FD1148'THIS MARK IS LOCATED ABOUT 150 FT. NORTHWEST OF THE MT. ZION
 FD1148'CHURCH AT ONLY, 47 FT. NORTH OF THE CENTER OF A GRAVELED ROAD,
 FD1148'45 FT. NORTHWEST OF THE CENTER OF A T JUNCTION, 36 FT. WEST OF
 FD1148'THE CENTER OF STATE HIGHWAY 6173, AND ABOUT 2 FT. ABOVE THE
 FD1148'LEVEL OF THE HIGHWAY, A DISK DRILLED IN THE TOP OF AN OLD GAS
 FD1148'PUMP FOUNDATION PROJECTING ABOUT 3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1446 ***********************************************************************
 GC1446  DESIGNATION -  H 219
 GC1446  PID         -  GC1446
 GC1446  STATE/COUNTY-  TN/DICKSON
 GC1446  USGS QUAD   -  BURNS (1986)
 GC1446
 GC1446                         *CURRENT SURVEY CONTROL
 GC1446  ___________________________________________________________________
 GC1446* NAD 83(1986)-  36 00 44.     (N)    087 20 03.     (W)     SCALED    
 GC1446* NAVD 88     -       267.932  (meters)     879.04   (feet)  ADJUSTED  
 GC1446  ___________________________________________________________________
 GC1446  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1446  DYNAMIC HT  -         267.697 (meters)     878.27  (feet)  COMP
 GC1446  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 GC1446
 GC1446  VERT ORDER  -  SECOND    CLASS 0
 GC1446
 GC1446.The horizontal coordinates were scaled from a topographic map and have
 GC1446.an estimated accuracy of +/- 6 seconds.
 GC1446
 GC1446.The orthometric height was determined by differential leveling
 GC1446.and adjusted by the National Geodetic Survey in June 1991..
 GC1446
 GC1446.The geoid height was determined by GEOID03.
 GC1446
 GC1446.The dynamic height is computed by dividing the NAVD 88
 GC1446.geopotential number by the normal gravity value computed on the
 GC1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1446.degrees latitude (g = 980.6199 gals.).
 GC1446
 GC1446.The modeled gravity was interpolated from observed gravity values.
 GC1446
 GC1446;                    North         East    Units  Estimated Accuracy
 GC1446;SPC TN       -   187,090.      479,740.      MT  (+/- 180 meters Scaled)
 GC1446
 GC1446                          SUPERSEDED SURVEY CONTROL
 GC1446
 GC1446  NGVD 29 (??/??/92)  267.920  (m)          879.00   (f) ADJ UNCH    2 0
 GC1446
 GC1446.Superseded values are not recommended for survey control.
 GC1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1446.See file dsdata.txt to determine how the superseded data were derived.
 GC1446
 GC1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE698853(NAD 83)
 GC1446_MARKER: DB = BENCH MARK DISK
 GC1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1446_STAMPING: H 219 1959
 GC1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1446+STABILITY: SURFACE MOTION
 GC1446
 GC1446  HISTORY     - Date     Condition        Report By
 GC1446  HISTORY     - 1959     MONUMENTED       CGS
 GC1446
 GC1446                          STATION DESCRIPTION
 GC1446
 GC1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1446'AT TIDWELL.
 GC1446'THIS MARK IS LOCATED AT THE T JUNCTION OF A GRAVELED ROAD AND
 GC1446'STATE HIGHWAY 46 AT TIDWELL, (A SMALL SETTLEMENT LOCATED ABOUT
 GC1446'3.8 MILES SOUTH OF COLESBURG ON STATE HIGHWAY 46), 72 FT. NORTH
 GC1446'OF THE CENTER OF A RAILROAD CROSSING AND A GRAVEL ROAD, 17.6
 GC1446'FT. WEST OF THE WEST RAIL OF THE RAILROAD, 41 FT. EAST OF THE
 GC1446'CENTER OF A PRIVATE DRIVE LEADING TO A BARN, 2.1 FT. NORTH OF A
 GC1446'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC1446'4 INCHES, AND ABOUT 1 FT. BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0723 ***********************************************************************
 FD0723  DESIGNATION -  H 22
 FD0723  PID         -  FD0723
 FD0723  STATE/COUNTY-  TN/HICKMAN
 FD0723  USGS QUAD   -  TEXAS HOLLOW (1968)
 FD0723
 FD0723                         *CURRENT SURVEY CONTROL
 FD0723  ___________________________________________________________________
 FD0723* NAD 83(1986)-  35 54 10.     (N)    087 23 12.     (W)     SCALED    
 FD0723* NAVD 88     -       261.171  (meters)     856.86   (feet)  ADJUSTED  
 FD0723  ___________________________________________________________________
 FD0723  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD0723  DYNAMIC HT  -         260.941 (meters)     856.10  (feet)  COMP
 FD0723  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 FD0723
 FD0723  VERT ORDER  -  SECOND    CLASS 0
 FD0723
 FD0723.The horizontal coordinates were scaled from a topographic map and have
 FD0723.an estimated accuracy of +/- 6 seconds.
 FD0723
 FD0723.The orthometric height was determined by differential leveling
 FD0723.and adjusted by the National Geodetic Survey in June 1991..
 FD0723
 FD0723.The geoid height was determined by GEOID03.
 FD0723
 FD0723.The dynamic height is computed by dividing the NAVD 88
 FD0723.geopotential number by the normal gravity value computed on the
 FD0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0723.degrees latitude (g = 980.6199 gals.).
 FD0723
 FD0723.The modeled gravity was interpolated from observed gravity values.
 FD0723
 FD0723;                    North         East    Units  Estimated Accuracy
 FD0723;SPC TN       -   175,020.      474,830.      MT  (+/- 180 meters Scaled)
 FD0723
 FD0723                          SUPERSEDED SURVEY CONTROL
 FD0723
 FD0723  NGVD 29 (??/??/92)  261.156  (m)          856.81   (f) ADJ UNCH    2 0
 FD0723
 FD0723.Superseded values are not recommended for survey control.
 FD0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0723.See file dsdata.txt to determine how the superseded data were derived.
 FD0723
 FD0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE651732(NAD 83)
 FD0723_MARKER: DB = BENCH MARK DISK
 FD0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0723_STAMPING: H 22 1934
 FD0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0723+STABILITY: SURFACE MOTION
 FD0723
 FD0723  HISTORY     - Date     Condition        Report By
 FD0723  HISTORY     - 1934     MONUMENTED       CGS
 FD0723
 FD0723                          STATION DESCRIPTION
 FD0723
 FD0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0723'2.8 MI S FROM LYLE.
 FD0723'2.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0723'RAILWAY FROM LYLE, HICKMAN COUNTY, 6-1/4 POLES SOUTH OF MILEPOST
 FD0723'17, 15 FEET SOUTHWEST OF THE CENTER OF A DIM-ROAD CROSSING, AND
 FD0723'18 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 FD0723'DISK, STAMPED H 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0582 ***********************************************************************
 GC0582  DESIGNATION -  H 220
 GC0582  PID         -  GC0582
 GC0582  STATE/COUNTY-  TN/DAVIDSON
 GC0582  USGS QUAD   -  SCOTTSBORO (1983)
 GC0582
 GC0582                         *CURRENT SURVEY CONTROL
 GC0582  ___________________________________________________________________
 GC0582* NAD 83(1986)-  36 08 32.     (N)    086 52 34.     (W)     SCALED    
 GC0582* NAVD 88     -       152.891  (meters)     501.61   (feet)  ADJUSTED  
 GC0582  ___________________________________________________________________
 GC0582  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0582  DYNAMIC HT  -         152.760 (meters)     501.18  (feet)  COMP
 GC0582  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 GC0582
 GC0582  VERT ORDER  -  SECOND    CLASS 0
 GC0582
 GC0582.The horizontal coordinates were scaled from a topographic map and have
 GC0582.an estimated accuracy of +/- 6 seconds.
 GC0582
 GC0582.The orthometric height was determined by differential leveling
 GC0582.and adjusted by the National Geodetic Survey in June 1991..
 GC0582
 GC0582.The geoid height was determined by GEOID03.
 GC0582
 GC0582.The dynamic height is computed by dividing the NAVD 88
 GC0582.geopotential number by the normal gravity value computed on the
 GC0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0582.degrees latitude (g = 980.6199 gals.).
 GC0582
 GC0582.The modeled gravity was interpolated from observed gravity values.
 GC0582
 GC0582;                    North         East    Units  Estimated Accuracy
 GC0582;SPC TN       -   201,050.      521,150.      MT  (+/- 180 meters Scaled)
 GC0582
 GC0582                          SUPERSEDED SURVEY CONTROL
 GC0582
 GC0582  NGVD 29 (??/??/92)  152.912  (m)          501.68   (f) ADJ UNCH    2 0
 GC0582
 GC0582.Superseded values are not recommended for survey control.
 GC0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0582.See file dsdata.txt to determine how the superseded data were derived.
 GC0582
 GC0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE111997(NAD 83)
 GC0582_MARKER: DB = BENCH MARK DISK
 GC0582_SETTING: 66 = SET IN ROCK OUTCROP
 GC0582_SP_SET: ROCK OUTCROP
 GC0582_STAMPING: H 220 1959
 GC0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0582+STABILITY: POSITION/ELEVATION WELL
 GC0582
 GC0582  HISTORY     - Date     Condition        Report By
 GC0582  HISTORY     - 1959     MONUMENTED       CGS
 GC0582
 GC0582                          STATION DESCRIPTION
 GC0582
 GC0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0582'2.2 MI WSW FROM NASHVILLE.
 GC0582'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0582'NASHVILLE, GO 2.2 MILES WEST-SOUTHWEST ON CHARLOTTE ROAD (U.S.
 GC0582'HIGHWAY 70 N), ABOUT 235 FT. NORTHEAST OF A PRIVATE DRIVEWAY
 GC0582'LEADING NORTHWEST, 93 FT. SOUTHWEST OF POWER LINE POLE NO. 345,
 GC0582'AND 32 FT. NORTHWEST OF THE CENTER OF THE HIGHWAY, A DISK DRILLED
 GC0582'IN THE TOP OF A LARGE ROCK OUTCROP AND 5 FT. EAST OF A FENCE,
 GC0582'ABOUT 5 FT. ABOVE THE LEVEL OF THE HIGHWAY.  NOTE (THIS MARK IS
 GC0582'ABOUT 0.85 MILE SOUTHWEST OF THUNDER 1959).  NOTE-- HEAVY ROAD
 GC0582'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0530 ***********************************************************************
 GC0530  DESIGNATION -  H 221
 GC0530  PID         -  GC0530
 GC0530  STATE/COUNTY-  TN/ROBERTSON
 GC0530  USGS QUAD   -  WHITE HOUSE (1981)
 GC0530
 GC0530                         *CURRENT SURVEY CONTROL
 GC0530  ___________________________________________________________________
 GC0530* NAD 83(1986)-  36 24 34.     (N)    086 42 12.     (W)     SCALED    
 GC0530* NAVD 88     -       269.383  (meters)     883.80   (feet)  ADJUSTED  
 GC0530  ___________________________________________________________________
 GC0530  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC0530  DYNAMIC HT  -         269.154 (meters)     883.05  (feet)  COMP
 GC0530  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GC0530
 GC0530  VERT ORDER  -  SECOND    CLASS 0
 GC0530
 GC0530.The horizontal coordinates were scaled from a topographic map and have
 GC0530.an estimated accuracy of +/- 6 seconds.
 GC0530
 GC0530.The orthometric height was determined by differential leveling
 GC0530.and adjusted by the National Geodetic Survey in June 1991..
 GC0530
 GC0530.The geoid height was determined by GEOID03.
 GC0530
 GC0530.The dynamic height is computed by dividing the NAVD 88
 GC0530.geopotential number by the normal gravity value computed on the
 GC0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0530.degrees latitude (g = 980.6199 gals.).
 GC0530
 GC0530.The modeled gravity was interpolated from observed gravity values.
 GC0530
 GC0530;                    North         East    Units  Estimated Accuracy
 GC0530;SPC TN       -   230,570.      536,920.      MT  (+/- 180 meters Scaled)
 GC0530
 GC0530                          SUPERSEDED SURVEY CONTROL
 GC0530
 GC0530  NGVD 29 (??/??/92)  269.439  (m)          883.98   (f) ADJ UNCH    2 0
 GC0530
 GC0530.Superseded values are not recommended for survey control.
 GC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0530.See file dsdata.txt to determine how the superseded data were derived.
 GC0530
 GC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF265294(NAD 83)
 GC0530_MARKER: DB = BENCH MARK DISK
 GC0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0530_STAMPING: H 221 1959
 GC0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0530+STABILITY: SURFACE MOTION
 GC0530
 GC0530  HISTORY     - Date     Condition        Report By
 GC0530  HISTORY     - 1959     MONUMENTED       CGS
 GC0530  HISTORY     - 1960     GOOD             NGS
 GC0530
 GC0530                          STATION DESCRIPTION
 GC0530
 GC0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0530'7.5 MI SW FROM WHITE HOUSE.
 GC0530'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0530'31 W FOR 0.15 MILE, THENCE 2.1 MILES WEST ON STATE HIGHWAY 76,
 GC0530'THENCE 2.5 MILES SOUTH ON A GRAVELED ROAD, THENCE 1.85 MILES
 GC0530'SOUTH ON U.S. HIGHWAY 31 W, THENCE 0.1 MILES SOUTH ON A BLACK
 GC0530'TOP ROAD, THENCE 0.8 MILE WEST ON A GRAVELED ROAD, ABOUT 0.05
 GC0530'MILE WEST OF A PRIVATE DRIVE, 23 FT. SOUTH OF THE CENTER OF THE
 GC0530'GRAVELED ROAD, 5.6 FT. SOUTH OF A FENCE CORNER POST, 1.4 FT.
 GC0530'WEST OF A FENCE AND 2 FT. SOUTH OF A WITNESS SIGN, A DISK SET
 GC0530'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL
 GC0530'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1015 ***********************************************************************
 GC1015  DESIGNATION -  H 222
 GC1015  PID         -  GC1015
 GC1015  STATE/COUNTY-  TN/SUMNER
 GC1015  USGS QUAD   -  PORTLAND (1981)
 GC1015
 GC1015                         *CURRENT SURVEY CONTROL
 GC1015  ___________________________________________________________________
 GC1015* NAD 83(1986)-  36 37 04.     (N)    086 32 03.     (W)     SCALED    
 GC1015* NAVD 88     -       236.536  (meters)     776.04   (feet)  ADJUSTED  
 GC1015  ___________________________________________________________________
 GC1015  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 GC1015  DYNAMIC HT  -         236.338 (meters)     775.39  (feet)  COMP
 GC1015  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 GC1015
 GC1015  VERT ORDER  -  SECOND    CLASS 0
 GC1015
 GC1015.The horizontal coordinates were scaled from a topographic map and have
 GC1015.an estimated accuracy of +/- 6 seconds.
 GC1015
 GC1015.The orthometric height was determined by differential leveling
 GC1015.and adjusted by the National Geodetic Survey in June 1991..
 GC1015
 GC1015.The geoid height was determined by GEOID03.
 GC1015
 GC1015.The dynamic height is computed by dividing the NAVD 88
 GC1015.geopotential number by the normal gravity value computed on the
 GC1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1015.degrees latitude (g = 980.6199 gals.).
 GC1015
 GC1015.The modeled gravity was interpolated from observed gravity values.
 GC1015
 GC1015;                    North         East    Units  Estimated Accuracy
 GC1015;SPC TN       -   253,600.      552,210.      MT  (+/- 180 meters Scaled)
 GC1015
 GC1015                          SUPERSEDED SURVEY CONTROL
 GC1015
 GC1015  NGVD 29 (??/??/92)  236.623  (m)          776.32   (f) ADJ UNCH    2 0
 GC1015
 GC1015.Superseded values are not recommended for survey control.
 GC1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1015.See file dsdata.txt to determine how the superseded data were derived.
 GC1015
 GC1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF416525(NAD 83)
 GC1015_MARKER: DB = BENCH MARK DISK
 GC1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1015+STABILITY: SURFACE MOTION
 GC1015
 GC1015  HISTORY     - Date     Condition        Report By
 GC1015  HISTORY     - UNK      MONUMENTED       CGS
 GC1015  HISTORY     - 1959     GOOD             NGS
 GC1015
 GC1015                          STATION DESCRIPTION
 GC1015
 GC1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1015'1 MI S FROM MITCHELLVILLE.
 GC1015'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1015'RAILROAD IN MITCHELLVILLE, GO SOUTH ON THE RAILROAD FOR 1.05
 GC1015'MILES TO A GRAVEL ROAD CROSSING, 49 FT. NORTH OF THE CENTER
 GC1015'OF THE GRAVEL ROAD, 45 FT. NORTHEAST OF THE CENTER OF THE
 GC1015'CROSSING, 25 FT. EAST OF THE EAST RAIL OF THE RAILROAD, 45 FT.
 GC1015'WEST OF A TREE THAT FORKS 2 FT. ABOVE THE GROUND INTO 4 TREES,
 GC1015'AND 2 FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1015'CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 4 FT. BELOW THE
 GC1015'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0678 ***********************************************************************
 GC0678  DESIGNATION -  H 223
 GC0678  PID         -  GC0678
 GC0678  STATE/COUNTY-  TN/WILLIAMSON
 GC0678  USGS QUAD   -  OAK HILL (1968)
 GC0678
 GC0678                         *CURRENT SURVEY CONTROL
 GC0678  ___________________________________________________________________
 GC0678* NAD 83(1986)-  36 01 36.     (N)    086 47 07.     (W)     SCALED    
 GC0678* NAVD 88     -       214.605  (meters)     704.08   (feet)  ADJUSTED  
 GC0678  ___________________________________________________________________
 GC0678  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0678  DYNAMIC HT  -         214.418 (meters)     703.47  (feet)  COMP
 GC0678  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 GC0678
 GC0678  VERT ORDER  -  SECOND    CLASS 0
 GC0678
 GC0678.The horizontal coordinates were scaled from a topographic map and have
 GC0678.an estimated accuracy of +/- 6 seconds.
 GC0678
 GC0678.The orthometric height was determined by differential leveling
 GC0678.and adjusted by the National Geodetic Survey in June 1991..
 GC0678
 GC0678.The geoid height was determined by GEOID03.
 GC0678
 GC0678.The dynamic height is computed by dividing the NAVD 88
 GC0678.geopotential number by the normal gravity value computed on the
 GC0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0678.degrees latitude (g = 980.6199 gals.).
 GC0678
 GC0678.The modeled gravity was interpolated from observed gravity values.
 GC0678
 GC0678;                    North         East    Units  Estimated Accuracy
 GC0678;SPC TN       -   188,160.      529,220.      MT  (+/- 180 meters Scaled)
 GC0678
 GC0678                          SUPERSEDED SURVEY CONTROL
 GC0678
 GC0678  NGVD 29 (??/??/92)  214.612  (m)          704.11   (f) ADJ UNCH    2 0
 GC0678
 GC0678.Superseded values are not recommended for survey control.
 GC0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0678.See file dsdata.txt to determine how the superseded data were derived.
 GC0678
 GC0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE193869(NAD 83)
 GC0678_MARKER: DB = BENCH MARK DISK
 GC0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0678_STAMPING: H 223 1960
 GC0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0678+STABILITY: SURFACE MOTION
 GC0678
 GC0678  HISTORY     - Date     Condition        Report By
 GC0678  HISTORY     - 1960     MONUMENTED       CGS
 GC0678
 GC0678                          STATION DESCRIPTION
 GC0678
 GC0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0678'1 MI S FROM BRENTWOOD.
 GC0678'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0678'HIGHWAY 31, THEN 0.9 MILE SOUTH ON WILSON PIKE ROAD.  THE BENCH
 GC0678'MARK IS ABOUT 275 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY
 GC0678'65, 18 FT. WEST OF THE CENTER OF WILSON PIKE ROAD, 8 FT. SOUTHWEST
 GC0678'OF A POWER LINE POLE, AND 2 FT. WEST OF A WITNESS SIGN.  THE
 GC0678'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GC0678'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0679 ***********************************************************************
 GC0679  DESIGNATION -  H 223 RESET
 GC0679  PID         -  GC0679
 GC0679  STATE/COUNTY-  TN/WILLIAMSON
 GC0679  USGS QUAD   -  OAK HILL (1968)
 GC0679
 GC0679                         *CURRENT SURVEY CONTROL
 GC0679  ___________________________________________________________________
 GC0679* NAD 83(1986)-  36 01 36.     (N)    086 47 07.     (W)     SCALED    
 GC0679* NAVD 88     -       214.92   (+/-2cm)     705.1    (feet)  VERTCON   
 GC0679  ___________________________________________________________________
 GC0679  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC0679
 GC0679  VERT ORDER  -  THIRD (See Below)
 GC0679
 GC0679.The horizontal coordinates were scaled from a topographic map and have
 GC0679.an estimated accuracy of +/- 6 seconds.
 GC0679
 GC0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0679.The vertical order pertains to the NGVD 29 superseded value.
 GC0679
 GC0679.The geoid height was determined by GEOID03.
 GC0679
 GC0679;                    North         East    Units  Estimated Accuracy
 GC0679;SPC TN       -   188,160.      529,220.      MT  (+/- 180 meters Scaled)
 GC0679
 GC0679                          SUPERSEDED SURVEY CONTROL
 GC0679
 GC0679  NGVD 29 (??/??/??)  214.94   (m)          705.2    (f) RESET       3  
 GC0679
 GC0679.Superseded values are not recommended for survey control.
 GC0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0679.See file dsdata.txt to determine how the superseded data were derived.
 GC0679
 GC0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE193869(NAD 83)
 GC0679_MARKER: DD = SURVEY DISK
 GC0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0679_STAMPING: H 223 1960 RESET 1963
 GC0679_MARK LOGO: TNHD  
 GC0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0679+STABILITY: SURFACE MOTION
 GC0679
 GC0679  HISTORY     - Date     Condition        Report By
 GC0679  HISTORY     - 1963     MONUMENTED       TNHD
 GC0679  HISTORY     - 1964     GOOD             NGS
 GC0679
 GC0679                          STATION DESCRIPTION
 GC0679
 GC0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0679'0.9 MI S FROM BRENTWOOD.
 GC0679'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0679'HIGHWAY 31, THEN 0.9 MILES SOUTH ON WILSON PIKE ROAD.  THE BENCH
 GC0679'MARK IS ABOUT 300 FEET WEST OF THE CENTER OF INTERSTATE HIGHWAY
 GC0679'65, 51 FEET EAST OF THE CENTER OF WILSON PIKE ROAD, 2 FEET SOUTHWEST
 GC0679'OF A 6-INCH ELM TREE AND FENCE CORNER, AND 2 FEET NORTHWEST OF
 GC0679'A WITNESS SIGN, SET IN TOP OF A CONCRETE MONUMENT ABOUT 1 INCH
 GC0679'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0589 ***********************************************************************
 FD0589  DESIGNATION -  H 224
 FD0589  PID         -  FD0589
 FD0589  STATE/COUNTY-  TN/MAURY
 FD0589  USGS QUAD   -  GLENDALE (1981)
 FD0589
 FD0589                         *CURRENT SURVEY CONTROL
 FD0589  ___________________________________________________________________
 FD0589* NAD 83(1986)-  35 34 44.     (N)    086 54 17.     (W)     SCALED    
 FD0589* NAVD 88     -       191.320  (meters)     627.69   (feet)  ADJUSTED  
 FD0589  ___________________________________________________________________
 FD0589  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0589  DYNAMIC HT  -         191.151 (meters)     627.13  (feet)  COMP
 FD0589  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FD0589
 FD0589  VERT ORDER  -  SECOND    CLASS 0
 FD0589
 FD0589.The horizontal coordinates were scaled from a topographic map and have
 FD0589.an estimated accuracy of +/- 6 seconds.
 FD0589
 FD0589.The orthometric height was determined by differential leveling
 FD0589.and adjusted by the National Geodetic Survey in June 1991..
 FD0589
 FD0589.The geoid height was determined by GEOID03.
 FD0589
 FD0589.The dynamic height is computed by dividing the NAVD 88
 FD0589.geopotential number by the normal gravity value computed on the
 FD0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0589.degrees latitude (g = 980.6199 gals.).
 FD0589
 FD0589.The modeled gravity was interpolated from observed gravity values.
 FD0589
 FD0589;                    North         East    Units  Estimated Accuracy
 FD0589;SPC TN       -   138,570.      518,000.      MT  (+/- 180 meters Scaled)
 FD0589
 FD0589                          SUPERSEDED SURVEY CONTROL
 FD0589
 FD0589  NGVD 29 (??/??/92)  191.302  (m)          627.63   (f) ADJ UNCH    2 0
 FD0589
 FD0589.Superseded values are not recommended for survey control.
 FD0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0589.See file dsdata.txt to determine how the superseded data were derived.
 FD0589
 FD0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE086372(NAD 83)
 FD0589_MARKER: DB = BENCH MARK DISK
 FD0589_SETTING: 66 = SET IN ROCK OUTCROP
 FD0589_SP_SET: OUTCROPPING BEDROCK
 FD0589_STAMPING: H 224 1960
 FD0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0589+STABILITY: POSITION/ELEVATION WELL
 FD0589
 FD0589  HISTORY     - Date     Condition        Report By
 FD0589  HISTORY     - 1960     MONUMENTED       CGS
 FD0589
 FD0589                          STATION DESCRIPTION
 FD0589
 FD0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0589'4.9 MI NW FROM BRYANT.
 FD0589'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0589'50 FOR 0.7 MILE, THEN 4.2 MILES NORTH ON INTERSTATE HIGHWAY 65 TO
 FD0589'THE INTERSECTION OF HOWARD BRIDGE ROAD.  THE BENCH MARK IS ABOUT
 FD0589'250 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY 65, 18 FT.
 FD0589'SOUTH OF THE CENTER OF HOWARD BRIDGE ROAD, 4 FT. SOUTH OF A
 FD0589'FENCE AND 4.5 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS CEMENTED
 FD0589'IN A DRILL HOLE IN AN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0429 ***********************************************************************
 FD0429  DESIGNATION -  H 225
 FD0429  PID         -  FD0429
 FD0429  STATE/COUNTY-  TN/GILES
 FD0429  USGS QUAD   -  TARPLEY (1982)
 FD0429
 FD0429                         *CURRENT SURVEY CONTROL
 FD0429  ___________________________________________________________________
 FD0429* NAD 83(1986)-  35 09 14.     (N)    086 52 45.     (W)     SCALED    
 FD0429* NAVD 88     -       217.628  (meters)     714.00   (feet)  ADJUSTED  
 FD0429  ___________________________________________________________________
 FD0429  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0429  DYNAMIC HT  -         217.425 (meters)     713.34  (feet)  COMP
 FD0429  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FD0429
 FD0429  VERT ORDER  -  SECOND    CLASS 0
 FD0429
 FD0429.The horizontal coordinates were scaled from a topographic map and have
 FD0429.an estimated accuracy of +/- 6 seconds.
 FD0429
 FD0429.The orthometric height was determined by differential leveling
 FD0429.and adjusted by the National Geodetic Survey in June 1991..
 FD0429
 FD0429.The geoid height was determined by GEOID03.
 FD0429
 FD0429.The dynamic height is computed by dividing the NAVD 88
 FD0429.geopotential number by the normal gravity value computed on the
 FD0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0429.degrees latitude (g = 980.6199 gals.).
 FD0429
 FD0429.The modeled gravity was interpolated from observed gravity values.
 FD0429
 FD0429;                    North         East    Units  Estimated Accuracy
 FD0429;SPC TN       -    91,400.      519,890.      MT  (+/- 180 meters Scaled)
 FD0429
 FD0429                          SUPERSEDED SURVEY CONTROL
 FD0429
 FD0429  NGVD 29 (??/??/92)  217.601  (m)          713.91   (f) ADJ UNCH    2 0
 FD0429
 FD0429.Superseded values are not recommended for survey control.
 FD0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0429.See file dsdata.txt to determine how the superseded data were derived.
 FD0429
 FD0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED110901(NAD 83)
 FD0429_MARKER: DB = BENCH MARK DISK
 FD0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0429_STAMPING: H 225 1960
 FD0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0429+STABILITY: SURFACE MOTION
 FD0429
 FD0429  HISTORY     - Date     Condition        Report By
 FD0429  HISTORY     - 1960     MONUMENTED       CGS
 FD0429
 FD0429                          STATION DESCRIPTION
 FD0429
 FD0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0429'1.2 MI N FROM BUNKER HILL.
 FD0429'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0429'FOR 1.2 MILE.  THE BENCH MARK IS SET DIRECTLY UNDER A POWER
 FD0429'LINE IN THE MIDDLE OF 2 POLES, ABOUT 175 FT. WEST OF THE CENTER
 FD0429'OF THE PROPOSED INTERSTATE HIGHWAY, 20 FT. WEST OF THE CENTER
 FD0429'OF THE PAVED ROAD, 3 FT. SOUTH OF A FENCE CORNER, AND 1.9 FT.
 FD0429'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0429'POST PROJECTING 3 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0430 ***********************************************************************
 FD0430  DESIGNATION -  H 225 RESET
 FD0430  PID         -  FD0430
 FD0430  STATE/COUNTY-  TN/GILES
 FD0430  USGS QUAD   -  TARPLEY (1982)
 FD0430
 FD0430                         *CURRENT SURVEY CONTROL
 FD0430  ___________________________________________________________________
 FD0430* NAD 83(1986)-  35 09 14.     (N)    086 52 45.     (W)     SCALED    
 FD0430* NAVD 88     -       218.25   (+/-2cm)     716.0    (feet)  VERTCON   
 FD0430  ___________________________________________________________________
 FD0430  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0430
 FD0430  VERT ORDER  -  THIRD (See Below)
 FD0430
 FD0430.The horizontal coordinates were scaled from a topographic map and have
 FD0430.an estimated accuracy of +/- 6 seconds.
 FD0430
 FD0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD0430.The vertical order pertains to the NGVD 29 superseded value.
 FD0430
 FD0430.The geoid height was determined by GEOID03.
 FD0430
 FD0430;                    North         East    Units  Estimated Accuracy
 FD0430;SPC TN       -    91,400.      519,890.      MT  (+/- 180 meters Scaled)
 FD0430
 FD0430                          SUPERSEDED SURVEY CONTROL
 FD0430
 FD0430  NGVD 29 (??/??/??)  218.23   (m)          716.0    (f) RESET       3  
 FD0430
 FD0430.Superseded values are not recommended for survey control.
 FD0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0430.See file dsdata.txt to determine how the superseded data were derived.
 FD0430
 FD0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED110901(NAD 83)
 FD0430_MARKER: DB = BENCH MARK DISK
 FD0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0430_STAMPING: H 225 1960 RESET 1963
 FD0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0430+STABILITY: SURFACE MOTION
 FD0430
 FD0430  HISTORY     - Date     Condition        Report By
 FD0430  HISTORY     - 1963     MONUMENTED       TNHD
 FD0430
 FD0430                          STATION DESCRIPTION
 FD0430
 FD0430'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0430'1.2 MI N FROM BUNKER HILL.
 FD0430'TO REACH THE MARK FROM THE T JUNCTION IN BUNKER HILL, GO NORTH
 FD0430'ON A PAVED ROAD FOR 1.2 MILES TO THE MARK ON THE RIGHT, 24
 FD0430'FEET EAST OF THE APPROXIMATE CENTER OF A PAVED ROAD, 2 FEET
 FD0430'NORTHEAST OF A FENCE CORNER, 1.2 FEET EAST OF A WITNESS SIGN,
 FD0430'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 FD0430'1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0242 ***********************************************************************
 GC0242  DESIGNATION -  H 226
 GC0242  PID         -  GC0242
 GC0242  STATE/COUNTY-  TN/WILSON
 GC0242  USGS QUAD   -  MARTHA (1975)
 GC0242
 GC0242                         *CURRENT SURVEY CONTROL
 GC0242  ___________________________________________________________________
 GC0242* NAD 83(1986)-  36 10 29.     (N)    086 29 12.     (W)     SCALED    
 GC0242* NAVD 88     -       189.739  (meters)     622.50   (feet)  ADJUSTED  
 GC0242  ___________________________________________________________________
 GC0242  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC0242  DYNAMIC HT  -         189.579 (meters)     621.98  (feet)  COMP
 GC0242  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 GC0242
 GC0242  VERT ORDER  -  SECOND    CLASS 0
 GC0242
 GC0242.The horizontal coordinates were scaled from a topographic map and have
 GC0242.an estimated accuracy of +/- 6 seconds.
 GC0242
 GC0242.The orthometric height was determined by differential leveling
 GC0242.and adjusted by the National Geodetic Survey in June 1991..
 GC0242
 GC0242.The geoid height was determined by GEOID03.
 GC0242
 GC0242.The dynamic height is computed by dividing the NAVD 88
 GC0242.geopotential number by the normal gravity value computed on the
 GC0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0242.degrees latitude (g = 980.6199 gals.).
 GC0242
 GC0242.The modeled gravity was interpolated from observed gravity values.
 GC0242
 GC0242;                    North         East    Units  Estimated Accuracy
 GC0242;SPC TN       -   204,410.      556,220.      MT  (+/- 180 meters Scaled)
 GC0242
 GC0242                          SUPERSEDED SURVEY CONTROL
 GC0242
 GC0242  NGVD 29 (??/??/92)  189.788  (m)          622.66   (f) ADJ UNCH    2 0
 GC0242
 GC0242.Superseded values are not recommended for survey control.
 GC0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0242.See file dsdata.txt to determine how the superseded data were derived.
 GC0242
 GC0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF461034(NAD 83)
 GC0242_MARKER: DB = BENCH MARK DISK
 GC0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0242_STAMPING: H 226 1960
 GC0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0242+STABILITY: SURFACE MOTION
 GC0242
 GC0242  HISTORY     - Date     Condition        Report By
 GC0242  HISTORY     - 1960     MONUMENTED       CGS
 GC0242
 GC0242                          STATION DESCRIPTION
 GC0242
 GC0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0242'3.4 MI SE FROM MOUNT JULIET.
 GC0242'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0242'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0242'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILE
 GC0242'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILE EAST ON A GRAVELED ROAD.
 GC0242'THE BENCH MARK IS ABOUT 180 FT. SOUTH OF THE CENTER OF THE
 GC0242'PROPOSED INTERSTATE HIGHWAY 40, 19 FT. NORTH OF THE CENTER OF
 GC0242'THE GRAVELED ROAD, 15 FT. WEST OF A FENCE CORNER, 3.4 FT. SOUTH
 GC0242'OF A FENCE, 1.8 FT. WEST OF A WITNESS SIGN, AND JUST NORTH OF A
 GC0242'SHARP CURVE IN THE GRAVELED ROAD.  THE DISK IS SET IN TOP OF A
 GC0242'CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT LEVEL WITH THE
 GC0242'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0293 ***********************************************************************
 GC0293  DESIGNATION -  H 227
 GC0293  PID         -  GC0293
 GC0293  STATE/COUNTY-  TN/SMITH
 GC0293  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0293
 GC0293                         *CURRENT SURVEY CONTROL
 GC0293  ___________________________________________________________________
 GC0293* NAD 83(1986)-  36 10 16.     (N)    086 02 42.     (W)     SCALED    
 GC0293* NAVD 88     -       219.029  (meters)     718.60   (feet)  ADJUSTED  
 GC0293  ___________________________________________________________________
 GC0293  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0293  DYNAMIC HT  -         218.842 (meters)     717.98  (feet)  COMP
 GC0293  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 GC0293
 GC0293  VERT ORDER  -  SECOND    CLASS 0
 GC0293
 GC0293.The horizontal coordinates were scaled from a topographic map and have
 GC0293.an estimated accuracy of +/- 6 seconds.
 GC0293
 GC0293.The orthometric height was determined by differential leveling
 GC0293.and adjusted by the National Geodetic Survey in June 1991..
 GC0293
 GC0293.The geoid height was determined by GEOID03.
 GC0293
 GC0293.The dynamic height is computed by dividing the NAVD 88
 GC0293.geopotential number by the normal gravity value computed on the
 GC0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0293.degrees latitude (g = 980.6199 gals.).
 GC0293
 GC0293.The modeled gravity was interpolated from observed gravity values.
 GC0293
 GC0293;                    North         East    Units  Estimated Accuracy
 GC0293;SPC TN       -   203,900.      595,950.      MT  (+/- 180 meters Scaled)
 GC0293
 GC0293                          SUPERSEDED SURVEY CONTROL
 GC0293
 GC0293  NGVD 29 (??/??/92)  219.090  (m)          718.80   (f) ADJ UNCH    2 0
 GC0293
 GC0293.Superseded values are not recommended for survey control.
 GC0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0293.See file dsdata.txt to determine how the superseded data were derived.
 GC0293
 GC0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF858033(NAD 83)
 GC0293_MARKER: DB = BENCH MARK DISK
 GC0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0293_STAMPING: H 227 1960
 GC0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0293+STABILITY: SURFACE MOTION
 GC0293
 GC0293  HISTORY     - Date     Condition        Report By
 GC0293  HISTORY     - 1960     MONUMENTED       CGS
 GC0293
 GC0293                          STATION DESCRIPTION
 GC0293
 GC0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0293'2.3 MI W FROM NEW MIDDLETON.
 GC0293'FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST ON STATE HIGHWAY
 GC0293'141 FOR 2.3 MILES.  THE BENCH MARK IS ABOUT 233 FT. NORTH OF THE
 GC0293'CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 19 FT. WEST OF THE
 GC0293'CENTER OF A PRIVATE DRIVE, 18 FT. SOUTH OF THE CENTER OF STATE
 GC0293'HIGHWAY 141, 6 FT. WEST OF A TELEPHONE POLE, 1 FT. NORTH OF A
 GC0293'FENCE, AND 1.1 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET
 GC0293'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT 2
 GC0293'FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0614 ***********************************************************************
 FD0614  DESIGNATION -  H 228
 FD0614  PID         -  FD0614
 FD0614  STATE/COUNTY-  TN/RUTHERFORD
 FD0614  USGS QUAD   -  SMYRNA (1998)
 FD0614
 FD0614                         *CURRENT SURVEY CONTROL
 FD0614  ___________________________________________________________________
 FD0614* NAD 83(1986)-  35 55 14.     (N)    086 31 20.     (W)     SCALED    
 FD0614* NAVD 88     -       171.486  (meters)     562.62   (feet)  ADJUSTED  
 FD0614  ___________________________________________________________________
 FD0614  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD0614  DYNAMIC HT  -         171.337 (meters)     562.13  (feet)  COMP
 FD0614  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FD0614
 FD0614  VERT ORDER  -  SECOND    CLASS 0
 FD0614
 FD0614.The horizontal coordinates were scaled from a topographic map and have
 FD0614.an estimated accuracy of +/- 6 seconds.
 FD0614
 FD0614.The orthometric height was determined by differential leveling
 FD0614.and adjusted by the National Geodetic Survey in June 1991..
 FD0614
 FD0614.The geoid height was determined by GEOID03.
 FD0614
 FD0614.The dynamic height is computed by dividing the NAVD 88
 FD0614.geopotential number by the normal gravity value computed on the
 FD0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0614.degrees latitude (g = 980.6199 gals.).
 FD0614
 FD0614.The modeled gravity was interpolated from observed gravity values.
 FD0614
 FD0614;                    North         East    Units  Estimated Accuracy
 FD0614;SPC TN       -   176,230.      552,870.      MT  (+/- 180 meters Scaled)
 FD0614
 FD0614                          SUPERSEDED SURVEY CONTROL
 FD0614
 FD0614  NGVD 29 (??/??/92)  171.502  (m)          562.67   (f) ADJ UNCH    2 0
 FD0614
 FD0614.Superseded values are not recommended for survey control.
 FD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0614.See file dsdata.txt to determine how the superseded data were derived.
 FD0614
 FD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE431752(NAD 83)
 FD0614_MARKER: DB = BENCH MARK DISK
 FD0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0614_STAMPING: H 228 1960
 FD0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0614+STABILITY: SURFACE MOTION
 FD0614
 FD0614  HISTORY     - Date     Condition        Report By
 FD0614  HISTORY     - 1960     MONUMENTED       CGS
 FD0614  HISTORY     - 20010226 GOOD             TNDT
 FD0614
 FD0614                          STATION DESCRIPTION
 FD0614
 FD0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0614'13.5 MI NW FROM MURFREESBORO.
 FD0614'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0614'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0614'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 2.2
 FD0614'MILES WEST ON MANSON PIKE, THEN 2.9 MILES NORTHWEST ON BLACKMAN
 FD0614'ROAD TO A Y JUNCTION, THEN 0.9 MILE WEST ON A GRAVELED ROAD TO
 FD0614'A Y JUNCTION.  THE BENCH MARK IS 110 FT. WEST OF THE CENTER OF
 FD0614'BAKER ROAD, 20 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 9 FT.
 FD0614'EAST OF A FENCE CORNER, 1 FT. SOUTH OF A FENCE, AND 1.3 FT. NORTH
 FD0614'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0614'PROJECTING 2 INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FD0614'GRAVELED ROAD.
 FD0614
 FD0614                          STATION RECOVERY (2001)
 FD0614
 FD0614'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
 FD0614' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0266 ***********************************************************************
 FD0266  DESIGNATION -  H 229
 FD0266  PID         -  FD0266
 FD0266  STATE/COUNTY-  TN/COFFEE
 FD0266  USGS QUAD   -  MANCHESTER (1972)
 FD0266
 FD0266                         *CURRENT SURVEY CONTROL
 FD0266  ___________________________________________________________________
 FD0266* NAD 83(1986)-  35 29 42.     (N)    086 06 11.     (W)     SCALED    
 FD0266* NAVD 88     -       307.648  (meters)    1009.34   (feet)  ADJUSTED  
 FD0266  ___________________________________________________________________
 FD0266  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0266  DYNAMIC HT  -         307.355 (meters)    1008.38  (feet)  COMP
 FD0266  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 FD0266
 FD0266  VERT ORDER  -  SECOND    CLASS 0
 FD0266
 FD0266.The horizontal coordinates were scaled from a topographic map and have
 FD0266.an estimated accuracy of +/- 6 seconds.
 FD0266
 FD0266.The orthometric height was determined by differential leveling
 FD0266.and adjusted by the National Geodetic Survey in June 1991..
 FD0266
 FD0266.The geoid height was determined by GEOID03.
 FD0266
 FD0266.The dynamic height is computed by dividing the NAVD 88
 FD0266.geopotential number by the normal gravity value computed on the
 FD0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0266.degrees latitude (g = 980.6199 gals.).
 FD0266
 FD0266.The modeled gravity was interpolated from observed gravity values.
 FD0266
 FD0266;                    North         East    Units  Estimated Accuracy
 FD0266;SPC TN       -   128,890.      590,650.      MT  (+/- 180 meters Scaled)
 FD0266
 FD0266                          SUPERSEDED SURVEY CONTROL
 FD0266
 FD0266  NGVD 29 (??/??/92)  307.640  (m)         1009.32   (f) ADJ UNCH    2 0
 FD0266
 FD0266.Superseded values are not recommended for survey control.
 FD0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0266.See file dsdata.txt to determine how the superseded data were derived.
 FD0266
 FD0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE813283(NAD 83)
 FD0266_MARKER: DB = BENCH MARK DISK
 FD0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0266_SP_SET: BRIDGE
 FD0266_STAMPING: H 229 1960
 FD0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0266
 FD0266  HISTORY     - Date     Condition        Report By
 FD0266  HISTORY     - 1960     MONUMENTED       CGS
 FD0266
 FD0266                          STATION DESCRIPTION
 FD0266
 FD0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0266'1.2 MI NW FROM MANCHESTER.
 FD0266'FROM THE COURT HOUSE IN MANCHESTER, GO 1.15 MILES NORTHWEST ON
 FD0266'U.S. HIGHWAY 41 TO A STEEL AND CONCRETE BRIDGE OVER THE DUCK
 FD0266'RIVER.  THE BENCH MARK IS 14.7 FT. NORTHEAST OF THE CENTER OF
 FD0266'U.S. HIGHWAY 41.  THE DISK IS CEMENTED IN A DRILL HOLE AT THE
 FD0266'SOUTHEAST END OF THE BRIDGE, IN THE TOP OF THE SOUTHEAST CONCRETE
 FD0266'WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0278 ***********************************************************************
 GD0278  DESIGNATION -  H 23
 GD0278  PID         -  GD0278
 GD0278  STATE/COUNTY-  TN/WEAKLEY
 GD0278  USGS QUAD   -  DRESDEN (1981)
 GD0278
 GD0278                         *CURRENT SURVEY CONTROL
 GD0278  ___________________________________________________________________
 GD0278* NAD 83(1986)-  36 15 48.     (N)    088 39 46.     (W)     SCALED    
 GD0278* NAVD 88     -       111.965  (meters)     367.34   (feet)  ADJUSTED  
 GD0278  ___________________________________________________________________
 GD0278  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0278  DYNAMIC HT  -         111.872 (meters)     367.03  (feet)  COMP
 GD0278  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GD0278
 GD0278  VERT ORDER  -  SECOND    CLASS 0
 GD0278
 GD0278.The horizontal coordinates were scaled from a topographic map and have
 GD0278.an estimated accuracy of +/- 6 seconds.
 GD0278
 GD0278.The orthometric height was determined by differential leveling
 GD0278.and adjusted by the National Geodetic Survey in June 1991..
 GD0278
 GD0278.The geoid height was determined by GEOID03.
 GD0278
 GD0278.The dynamic height is computed by dividing the NAVD 88
 GD0278.geopotential number by the normal gravity value computed on the
 GD0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0278.degrees latitude (g = 980.6199 gals.).
 GD0278
 GD0278.The modeled gravity was interpolated from observed gravity values.
 GD0278
 GD0278;                    North         East    Units  Estimated Accuracy
 GD0278;SPC TN       -   217,390.      360,750.      MT  (+/- 180 meters Scaled)
 GD0278
 GD0278                          SUPERSEDED SURVEY CONTROL
 GD0278
 GD0278  NGVD 29 (??/??/??)  111.998  (m)          367.45   (f) ADJUSTED    2 0
 GD0278
 GD0278.Superseded values are not recommended for survey control.
 GD0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0278.See file dsdata.txt to determine how the superseded data were derived.
 GD0278
 GD0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF506144(NAD 83)
 GD0278_MARKER: DB = BENCH MARK DISK
 GD0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0278_STAMPING: H 23 1934 367.594
 GD0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0278+STABILITY: SURFACE MOTION
 GD0278
 GD0278  HISTORY     - Date     Condition        Report By
 GD0278  HISTORY     - 1934     MONUMENTED       CGS
 GD0278  HISTORY     - 1967     GOOD             CGS
 GD0278  HISTORY     - 20020827 MARK NOT FOUND   USACE
 GD0278
 GD0278                          STATION DESCRIPTION
 GD0278
 GD0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0278'2.9 MI SE FROM DRESDEN.
 GD0278'ABOUT 2.9 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GD0278'RAILROAD FROM THE STATION AT DRESDEN, AT A GRAVELED ROAD
 GD0278'CROSSING, 108.5 FEET NORTHWEST OF MILE POST 129, 75 FEET
 GD0278'NORTHWEST OF A TELEGRAPH POLE, 74 FEET SOUTHWEST OF A LONE,
 GD0278'36-INCH OAK TREE, 46 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GD0278'RAILROAD CROSSING, 27 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GD0278'RAILROAD TRACK, 22 FEET SOUTHEAST OF THE RAILROAD CROSSING SIGN,
 GD0278'AND 0.8 OF A FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.
 GD0278'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GD0278'CONCRETE MONUMENT ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 GD0278
 GD0278                          STATION RECOVERY (2002)
 GD0278
 GD0278'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0278'A RESIDENT WHO LIVES ADJACENT TO SITE SAID MARK WAS DESTROYED BY DOZER
 GD0278'WORK ABOUT 5 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1780 ***********************************************************************
 GB1780  DESIGNATION -  H 230
 GB1780  PID         -  GB1780
 GB1780  STATE/COUNTY-  TN/PUTNAM
 GB1780  USGS QUAD   -  SILVER POINT (1981)
 GB1780
 GB1780                         *CURRENT SURVEY CONTROL
 GB1780  ___________________________________________________________________
 GB1780* NAD 83(1986)-  36 06 36.     (N)    085 41 57.     (W)     SCALED    
 GB1780* NAVD 88     -       313.991  (meters)    1030.15   (feet)  ADJUSTED  
 GB1780  ___________________________________________________________________
 GB1780  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1780  DYNAMIC HT  -         313.710 (meters)    1029.23  (feet)  COMP
 GB1780  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 GB1780
 GB1780  VERT ORDER  -  SECOND    CLASS 0
 GB1780
 GB1780.The horizontal coordinates were scaled from a topographic map and have
 GB1780.an estimated accuracy of +/- 6 seconds.
 GB1780
 GB1780.The orthometric height was determined by differential leveling
 GB1780.and adjusted by the National Geodetic Survey in June 1991..
 GB1780
 GB1780.The geoid height was determined by GEOID03.
 GB1780
 GB1780.The dynamic height is computed by dividing the NAVD 88
 GB1780.geopotential number by the normal gravity value computed on the
 GB1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1780.degrees latitude (g = 980.6199 gals.).
 GB1780
 GB1780.The modeled gravity was interpolated from observed gravity values.
 GB1780
 GB1780;                    North         East    Units  Estimated Accuracy
 GB1780;SPC TN       -   197,160.      627,090.      MT  (+/- 180 meters Scaled)
 GB1780
 GB1780                          SUPERSEDED SURVEY CONTROL
 GB1780
 GB1780  NGVD 29 (??/??/92)  314.052  (m)         1030.35   (f) ADJ UNCH    2 0
 GB1780
 GB1780.Superseded values are not recommended for survey control.
 GB1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1780.See file dsdata.txt to determine how the superseded data were derived.
 GB1780
 GB1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE170969(NAD 83)
 GB1780_MARKER: DB = BENCH MARK DISK
 GB1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1780_STAMPING: H 230 1960
 GB1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1780+STABILITY: SURFACE MOTION
 GB1780
 GB1780  HISTORY     - Date     Condition        Report By
 GB1780  HISTORY     - 1960     MONUMENTED       CGS
 GB1780
 GB1780                          STATION DESCRIPTION
 GB1780
 GB1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1780'1.9 MI NE FROM SILVER POINT.
 GB1780'FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 141, AND INTERSTATE
 GB1780'HIGHWAY 40 IN THE SMALL SETTLEMENT OF SILVER POINT, GO 1.9 MILES
 GB1780'NORTHEAST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS 0.1 MILE
 GB1780'EAST OF A HIGH LINE, 0.45 MILE WEST OF A RAILROAD OVERPASS, 100
 GB1780'FT. NORTH OF THE NORTH RAIL OF A RAILROAD, ABOUT 150 FT. SOUTH
 GB1780'OF THE CENTER OF INTERSTATE HIGHWAY 40 NOW UNDER CONSTRUCTION,
 GB1780'AND 1.7 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 GB1780'A CONCRETE POST PROJECTING 1 INCH AND IS ABOUT 3 FT. ABOVE THE
 GB1780'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1631 ***********************************************************************
 GB1631  DESIGNATION -  H 231
 GB1631  PID         -  GB1631
 GB1631  STATE/COUNTY-  TN/PUTNAM
 GB1631  USGS QUAD   -  MONTEREY LAKE (1979)
 GB1631
 GB1631                         *CURRENT SURVEY CONTROL
 GB1631  ___________________________________________________________________
 GB1631* NAD 83(1986)-  36 07 13.     (N)    085 15 08.     (W)     SCALED    
 GB1631* NAVD 88     -       578.191  (meters)    1896.95   (feet)  ADJUSTED  
 GB1631  ___________________________________________________________________
 GB1631  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB1631  DYNAMIC HT  -         577.655 (meters)    1895.19  (feet)  COMP
 GB1631  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 GB1631
 GB1631  VERT ORDER  -  SECOND    CLASS 0
 GB1631
 GB1631.The horizontal coordinates were scaled from a topographic map and have
 GB1631.an estimated accuracy of +/- 6 seconds.
 GB1631
 GB1631.The orthometric height was determined by differential leveling
 GB1631.and adjusted by the National Geodetic Survey in June 1991..
 GB1631
 GB1631.The geoid height was determined by GEOID03.
 GB1631
 GB1631.The dynamic height is computed by dividing the NAVD 88
 GB1631.geopotential number by the normal gravity value computed on the
 GB1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1631.degrees latitude (g = 980.6199 gals.).
 GB1631
 GB1631.The modeled gravity was interpolated from observed gravity values.
 GB1631
 GB1631;                    North         East    Units  Estimated Accuracy
 GB1631;SPC TN       -   198,520.      667,320.      MT  (+/- 180 meters Scaled)
 GB1631
 GB1631                          SUPERSEDED SURVEY CONTROL
 GB1631
 GB1631  NGVD 29 (??/??/92)  578.206  (m)         1897.00   (f) ADJ UNCH    2 0
 GB1631
 GB1631.Superseded values are not recommended for survey control.
 GB1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1631.See file dsdata.txt to determine how the superseded data were derived.
 GB1631
 GB1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE572987(NAD 83)
 GB1631_MARKER: DB = BENCH MARK DISK
 GB1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1631_STAMPING: H 231 1960
 GB1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1631+STABILITY: SURFACE MOTION
 GB1631
 GB1631  HISTORY     - Date     Condition        Report By
 GB1631  HISTORY     - 1960     MONUMENTED       CGS
 GB1631
 GB1631                          STATION DESCRIPTION
 GB1631
 GB1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1631'1.8 MI SE FROM MONTEREY.
 GB1631'FROM THE RAILROAD DEPOT IN MONTEREY, GO 1 BLOCK WEST, THEN
 GB1631'0.25 MILE SOUTHWEST ON A PAVED ROAD, THEN 2.2 MILES SOUTHEAST
 GB1631'ON U.S. HIGHWAY 70N.  THE BENCH MARK IS 61 FT. EAST OF THE
 GB1631'CENTER OF U.S. HIGHWAY 70N, 50 FT. NORTH OF A POWER LINE POLE, 36
 GB1631'FT. SOUTH OF THE SOUTHEAST CORNER OF A BUILDING, 2 FT. WEST OF A
 GB1631'POWER LINE POLE, AND 1.6 FT. SOUTHEAST OF A WITNESS SIGN.  THE
 GB1631'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GB1631'IS ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0812 ***********************************************************************
 FC0812  DESIGNATION -  H 232
 FC0812  PID         -  FC0812
 FC0812  STATE/COUNTY-  TN/CUMBERLAND
 FC0812  USGS QUAD   -  OZONE (1989)
 FC0812
 FC0812                         *CURRENT SURVEY CONTROL
 FC0812  ___________________________________________________________________
 FC0812* NAD 83(1986)-  35 54 06.     (N)    084 51 40.     (W)     SCALED    
 FC0812* NAVD 88     -       524.054  (meters)    1719.33   (feet)  ADJUSTED  
 FC0812  ___________________________________________________________________
 FC0812  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC0812  DYNAMIC HT  -         523.565 (meters)    1717.73  (feet)  COMP
 FC0812  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FC0812
 FC0812  VERT ORDER  -  SECOND    CLASS 0
 FC0812
 FC0812.The horizontal coordinates were scaled from a topographic map and have
 FC0812.an estimated accuracy of +/- 6 seconds.
 FC0812
 FC0812.The orthometric height was determined by differential leveling
 FC0812.and adjusted by the National Geodetic Survey in June 1991..
 FC0812
 FC0812.The geoid height was determined by GEOID03.
 FC0812
 FC0812.The dynamic height is computed by dividing the NAVD 88
 FC0812.geopotential number by the normal gravity value computed on the
 FC0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0812.degrees latitude (g = 980.6199 gals.).
 FC0812
 FC0812.The modeled gravity was interpolated from observed gravity values.
 FC0812
 FC0812;                    North         East    Units  Estimated Accuracy
 FC0812;SPC TN       -   174,600.      702,810.      MT  (+/- 180 meters Scaled)
 FC0812
 FC0812                          SUPERSEDED SURVEY CONTROL
 FC0812
 FC0812  NGVD 29 (??/??/92)  524.140  (m)         1719.62   (f) ADJ UNCH    2 0
 FC0812
 FC0812.Superseded values are not recommended for survey control.
 FC0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0812.See file dsdata.txt to determine how the superseded data were derived.
 FC0812
 FC0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE930751(NAD 83)
 FC0812_MARKER: DB = BENCH MARK DISK
 FC0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0812_STAMPING: H 232 1960
 FC0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0812+STABILITY: SURFACE MOTION
 FC0812
 FC0812  HISTORY     - Date     Condition        Report By
 FC0812  HISTORY     - 1960     MONUMENTED       CGS
 FC0812
 FC0812                          STATION DESCRIPTION
 FC0812
 FC0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0812'1 MI E FROM CRAB ORCHARD.
 FC0812'FROM THE RAILROAD DEPOT IN CRAB ORCHARD, GO 0.95 MILE EAST ON
 FC0812'THE TENNESSEE CENTRAL RAILWAY TO A GRAVEL ROAD CROSSING.  THE
 FC0812'BENCH MARK IS 56 FT. SOUTHEAST OF THE CENTER OF THE RAILROAD
 FC0812'CROSSING, 19 FT. NORTHEAST OF THE NORTH RAIL, 2 FT. NORTHWEST
 FC0812'OF A TELEPHONE POLE, AND 1.8 FT NORTHEAST OF A WITNESS SIGN.
 FC0812'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 FC0812'ABOUT 1 FT. ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0187 ***********************************************************************
 FC0187  DESIGNATION -  H 233
 FC0187  PID         -  FC0187
 FC0187  STATE/COUNTY-  TN/ROANE
 FC0187  USGS QUAD   -  CAVE CREEK (1989)
 FC0187
 FC0187                         *CURRENT SURVEY CONTROL
 FC0187  ___________________________________________________________________
 FC0187* NAD 83(1986)-  35 52 23.     (N)    084 27 02.     (W)     SCALED    
 FC0187* NAVD 88     -       246.164  (meters)     807.62   (feet)  ADJUSTED  
 FC0187  ___________________________________________________________________
 FC0187  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0187  DYNAMIC HT  -         245.934 (meters)     806.87  (feet)  COMP
 FC0187  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 FC0187
 FC0187  VERT ORDER  -  SECOND    CLASS 0
 FC0187
 FC0187.The horizontal coordinates were scaled from a topographic map and have
 FC0187.an estimated accuracy of +/- 6 seconds.
 FC0187
 FC0187.The orthometric height was determined by differential leveling
 FC0187.and adjusted by the National Geodetic Survey in June 1991..
 FC0187
 FC0187.The geoid height was determined by GEOID03.
 FC0187
 FC0187.The dynamic height is computed by dividing the NAVD 88
 FC0187.geopotential number by the normal gravity value computed on the
 FC0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0187.degrees latitude (g = 980.6199 gals.).
 FC0187
 FC0187.The modeled gravity was interpolated from observed gravity values.
 FC0187
 FC0187;                    North         East    Units  Estimated Accuracy
 FC0187;SPC TN       -   171,940.      739,910.      MT  (+/- 180 meters Scaled)
 FC0187
 FC0187                          SUPERSEDED SURVEY CONTROL
 FC0187
 FC0187  NGVD 29 (??/??/92)  246.274  (m)          807.98   (f) ADJ UNCH    2 0
 FC0187
 FC0187.Superseded values are not recommended for survey control.
 FC0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0187.See file dsdata.txt to determine how the superseded data were derived.
 FC0187
 FC0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE301728(NAD 83)
 FC0187_MARKER: DB = BENCH MARK DISK
 FC0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0187_STAMPING: H 233 1960
 FC0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0187+STABILITY: SURFACE MOTION
 FC0187
 FC0187  HISTORY     - Date     Condition        Report By
 FC0187  HISTORY     - 1960     MONUMENTED       CGS
 FC0187
 FC0187                          STATION DESCRIPTION
 FC0187
 FC0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0187'4.2 MI SE FROM KINGSTON.
 FC0187'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0187'ST. FOR 0.8 MILE, THEN 3.45 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0187'40.  THE BENCH MARK IS AT THE WEST END OF A CUT, 70 FT. NORTH
 FC0187'OF THE RIGHT-OF-WAY FENCE, 44 FT. SOUTH OF THE CENTER OF THE
 FC0187'EAST BOUND TRAFFIC LANES, 44 FT. EAST OF THE CENTER OF A SMALL
 FC0187'CULVERT THAT IS BELOW THE HIGHWAY, AND 1.5 FT. SOUTH OF A
 FC0187'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0187'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0230 ***********************************************************************
 FC0230  DESIGNATION -  H 234
 FC0230  PID         -  FC0230
 FC0230  STATE/COUNTY-  TN/KNOX
 FC0230  USGS QUAD   -  LOVELL (1990)
 FC0230
 FC0230                         *CURRENT SURVEY CONTROL
 FC0230  ___________________________________________________________________
 FC0230* NAD 83(1986)-  35 54 18.     (N)    084 08 54.     (W)     SCALED    
 FC0230* NAVD 88     -       276.218  (meters)     906.23   (feet)  ADJUSTED  
 FC0230  ___________________________________________________________________
 FC0230  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0230  DYNAMIC HT  -         275.959 (meters)     905.38  (feet)  COMP
 FC0230  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 FC0230
 FC0230  VERT ORDER  -  SECOND    CLASS 0
 FC0230
 FC0230.The horizontal coordinates were scaled from a topographic map and have
 FC0230.an estimated accuracy of +/- 6 seconds.
 FC0230
 FC0230.The orthometric height was determined by differential leveling
 FC0230.and adjusted by the National Geodetic Survey in June 1991..
 FC0230
 FC0230.The geoid height was determined by GEOID03.
 FC0230
 FC0230.The dynamic height is computed by dividing the NAVD 88
 FC0230.geopotential number by the normal gravity value computed on the
 FC0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0230.degrees latitude (g = 980.6199 gals.).
 FC0230
 FC0230.The modeled gravity was interpolated from observed gravity values.
 FC0230
 FC0230;                    North         East    Units  Estimated Accuracy
 FC0230;SPC TN       -   175,960.      767,140.      MT  (+/- 180 meters Scaled)
 FC0230
 FC0230                          SUPERSEDED SURVEY CONTROL
 FC0230
 FC0230  NGVD 29 (??/??/92)  276.339  (m)          906.62   (f) ADJ UNCH    2 0
 FC0230
 FC0230.Superseded values are not recommended for survey control.
 FC0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0230.See file dsdata.txt to determine how the superseded data were derived.
 FC0230
 FC0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE573771(NAD 83)
 FC0230_MARKER: DB = BENCH MARK DISK
 FC0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0230_SP_SET: CULVERT
 FC0230_STAMPING: H 234
 FC0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0230
 FC0230  HISTORY     - Date     Condition        Report By
 FC0230  HISTORY     - 1960     MONUMENTED       CGS
 FC0230  HISTORY     - 1976     GOOD             TNDT
 FC0230
 FC0230                          STATION DESCRIPTION
 FC0230
 FC0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0230'9.6 MI NE FROM EATON CROSSROADS.
 FC0230'FROM THE EATON GRAMMAR SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0230'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0230'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0230'6.15 MILES EAST ON INTERSTATE HIGHWAY 40 TO A LARGE CONCRETE
 FC0230'CULVERT UNDER THE HIGHWAY.  THE BENCH MARK IS ABOUT 0.1 MILE
 FC0230'WEST OF AN OVERPASS OVER INTERSTATE 40 AND 40 FT. SOUTH OF THE
 FC0230'CENTER OF THE EAST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN
 FC0230'A DRILL HOLE IN TOP OF THE EAST END OF THE SOUTH CONCRETE
 FC0230'HEADWALL OF THE CULVERT AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE
 FC0230'HIGHWAY.  NOTE-- THIS MARK IS 1.0 MILE WEST ALONG INTERSTATE
 FC0230'40 FROM B.M. J 234.
 FC0230
 FC0230                          STATION RECOVERY (1976)
 FC0230
 FC0230'RECOVERY NOTE BY TN DEPT OF TRANSP 1976
 FC0230'0.2 MILE W OF LOVELL RD. OVERPASS OF I 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2330 ***********************************************************************
 GB2330  DESIGNATION -  H 235 RESET
 GB2330  PID         -  GB2330
 GB2330  STATE/COUNTY-  TN/KNOX
 GB2330  USGS QUAD   -  POWELL (1976)
 GB2330
 GB2330                         *CURRENT SURVEY CONTROL
 GB2330  ___________________________________________________________________
 GB2330* NAD 83(1986)-  36 03 01.     (N)    084 00 01.     (W)     SCALED    
 GB2330* NAVD 88     -       309.82   (meters)    1016.5    (feet)  RESET     
 GB2330  ___________________________________________________________________
 GB2330  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB2330
 GB2330  VERT ORDER  -  THIRD
 GB2330
 GB2330.The horizontal coordinates were scaled from a topographic map and have
 GB2330.an estimated accuracy of +/- 6 seconds.
 GB2330
 GB2330.The orthometric height was computed from unverified reset data.
 GB2330.No vertical observational check was made to the station.
 GB2330
 GB2330.The geoid height was determined by GEOID03.
 GB2330
 GB2330;                    North         East    Units  Estimated Accuracy
 GB2330;SPC TN       -   192,340.      780,170.      MT  (+/- 180 meters Scaled)
 GB2330
 GB2330                          SUPERSEDED SURVEY CONTROL
 GB2330
 GB2330  NGVD 29 (10/12/01)  309.93   (m)         1016.8    (f) RESET       3  
 GB2330
 GB2330.Superseded values are not recommended for survey control.
 GB2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2330.See file dsdata.txt to determine how the superseded data were derived.
 GB2330
 GB2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE702936(NAD 83)
 GB2330_MARKER: DB = BENCH MARK DISK
 GB2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2330_STAMPING: H 235 RESET 1982
 GB2330_MARK LOGO: NGS   
 GB2330_PROJECTION: PROJECTING 8 CENTIMETERS
 GB2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2330+STABILITY: SURFACE MOTION
 GB2330
 GB2330  HISTORY     - Date     Condition        Report By
 GB2330  HISTORY     - 1982     MONUMENTED       NGS
 GB2330
 GB2330                          STATION DESCRIPTION
 GB2330
 GB2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GB2330'7.5 KM (4.7 MI) NW FROM INSKIP.
 GB2330'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB2330'INSKIP, GO 3.85 MILES NORTHWEST ALONG CENTRAL AVENUE PIKE, THEN
 GB2330'0.75 MILE NORTHEAST ALONG EMORY ROAD, THENCE 0.1 MILE NORTHWEST
 GB2330'ALONG CONNER ROAD, 0.3 KM (0.2 MI) NORTHEAST OF THE INTERSECTION
 GB2330'OF EMORY ROAD AND INTERSTATE HIGHWAY 75, 0.2 KM (0.1 MI) NORTH
 GB2330'OF INTERSECTION OF EMORY AND CONNER ROAD, 0.3 METER (1.0 FT) EAST
 GB2330'OF EAST RIGHT-OF-WAY FENCE OF INTERSTATE 75, AND 5.5 METERS (18.0 FT)
 GB2330'WEST OF THE CENTERLINE OF CONNER ROAD.
 GB2330'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0556 ***********************************************************************
 GB0556  DESIGNATION -  H 236
 GB0556  PID         -  GB0556
 GB0556  STATE/COUNTY-  TN/CAMPBELL
 GB0556  USGS QUAD   -  PIONEER (1979)
 GB0556
 GB0556                         *CURRENT SURVEY CONTROL
 GB0556  ___________________________________________________________________
 GB0556* NAD 83(1986)-  36 25 00.     (N)    084 17 15.     (W)     SCALED    
 GB0556* NAVD 88     -       498.412  (meters)    1635.21   (feet)  ADJUSTED  
 GB0556  ___________________________________________________________________
 GB0556  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GB0556  DYNAMIC HT  -         497.968 (meters)    1633.75  (feet)  COMP
 GB0556  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GB0556
 GB0556  VERT ORDER  -  SECOND    CLASS 0
 GB0556
 GB0556.The horizontal coordinates were scaled from a topographic map and have
 GB0556.an estimated accuracy of +/- 6 seconds.
 GB0556
 GB0556.The orthometric height was determined by differential leveling
 GB0556.and adjusted by the National Geodetic Survey in June 1991..
 GB0556
 GB0556.The geoid height was determined by GEOID03.
 GB0556
 GB0556.The dynamic height is computed by dividing the NAVD 88
 GB0556.geopotential number by the normal gravity value computed on the
 GB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0556.degrees latitude (g = 980.6199 gals.).
 GB0556
 GB0556.The modeled gravity was interpolated from observed gravity values.
 GB0556
 GB0556;                    North         East    Units  Estimated Accuracy
 GB0556;SPC TN       -   232,490.      753,580.      MT  (+/- 180 meters Scaled)
 GB0556
 GB0556                          SUPERSEDED SURVEY CONTROL
 GB0556
 GB0556  NGVD 29 (??/??/92)  498.517  (m)         1635.55   (f) ADJ UNCH    2 0
 GB0556
 GB0556.Superseded values are not recommended for survey control.
 GB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0556.See file dsdata.txt to determine how the superseded data were derived.
 GB0556
 GB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF432335(NAD 83)
 GB0556_MARKER: DB = BENCH MARK DISK
 GB0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0556_STAMPING: H 236 1961
 GB0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0556+STABILITY: SURFACE MOTION
 GB0556
 GB0556  HISTORY     - Date     Condition        Report By
 GB0556  HISTORY     - 1961     MONUMENTED       CGS
 GB0556
 GB0556                          STATION DESCRIPTION
 GB0556
 GB0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0556'4.8 MI SE FROM PIONEER.
 GB0556'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0556'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTERLY ON A SUR TRACK,
 GB0556'THEN 0.5 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO
 GB0556'1.7 MILE NORTHERLY ON A GRAVELED ROAD.  THE BENCH MARK IS 24 FT.
 GB0556'EAST OF THE CENTER OF THE GRAVELED ROAD, 22 FT. SOUTHEAST OF THE
 GB0556'NORTHEAST END OF A ROCK CULVERT UNDER THE ROAD JUST BEFORE
 GB0556'REACHING THE T JUNCTION OF A TRACK ROAD LEADING WEST, AND 1.5 FT.
 GB0556'EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 GB0556'POST PROJECTING 6 INCHES AND ABOUT 6 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2139 ***********************************************************************
 FB2139  DESIGNATION -  H 237
 FB2139  PID         -  FB2139
 FB2139  STATE/COUNTY-  TN/JEFFERSON
 FB2139  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2139
 FB2139                         *CURRENT SURVEY CONTROL
 FB2139  ___________________________________________________________________
 FB2139* NAD 83(1986)-  35 59 36.     (N)    083 33 48.     (W)     SCALED    
 FB2139* NAVD 88     -       275.507  (meters)     903.89   (feet)  ADJUSTED  
 FB2139  ___________________________________________________________________
 FB2139  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB2139  DYNAMIC HT  -         275.251 (meters)     903.05  (feet)  COMP
 FB2139  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 FB2139
 FB2139  VERT ORDER  -  SECOND    CLASS 0
 FB2139
 FB2139.The horizontal coordinates were scaled from a topographic map and have
 FB2139.an estimated accuracy of +/- 6 seconds.
 FB2139
 FB2139.The orthometric height was determined by differential leveling
 FB2139.and adjusted by the National Geodetic Survey in June 1991..
 FB2139
 FB2139.The geoid height was determined by GEOID03.
 FB2139
 FB2139.The dynamic height is computed by dividing the NAVD 88
 FB2139.geopotential number by the normal gravity value computed on the
 FB2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2139.degrees latitude (g = 980.6199 gals.).
 FB2139
 FB2139.The modeled gravity was interpolated from observed gravity values.
 FB2139
 FB2139;                    North         East    Units  Estimated Accuracy
 FB2139;SPC TN       -   186,910.      819,680.      MT  (+/- 180 meters Scaled)
 FB2139
 FB2139                          SUPERSEDED SURVEY CONTROL
 FB2139
 FB2139  NGVD 29 (??/??/92)  275.676  (m)          904.45   (f) ADJ UNCH    2 0
 FB2139
 FB2139.Superseded values are not recommended for survey control.
 FB2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2139.See file dsdata.txt to determine how the superseded data were derived.
 FB2139
 FB2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV689862(NAD 83)
 FB2139_MARKER: DB = BENCH MARK DISK
 FB2139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2139_SP_SET: BRIDGE
 FB2139_STAMPING: H 237 1961
 FB2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2139
 FB2139  HISTORY     - Date     Condition        Report By
 FB2139  HISTORY     - 1961     MONUMENTED       CGS
 FB2139  HISTORY     - 1972     GOOD             TVA
 FB2139
 FB2139                          STATION DESCRIPTION
 FB2139
 FB2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2139'3.6 MI E FROM KODAK.
 FB2139'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2139'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2139'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 FB2139'OF KNOXVILLE), GO 1.2 MILES EAST ON THE PAVED ROAD, THEN 2.4
 FB2139'MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF
 FB2139'COOK MILL ROAD.  THE BENCH MARK IS ABOUT 300 FT. SOUTHEAST OF
 FB2139'INTERSTATE HIGHWAY 40, 7 FT. NORTHEAST OF THE CENTER OF COOK
 FB2139'MILL ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF
 FB2139'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 FB2139'SMALL BRIDGE OVER A CREEK AND IS ABOUT 1 FT. ABOVE THE LEVEL
 FB2139'OF THE ROAD.
 FB2139
 FB2139                          STATION RECOVERY (1972)
 FB2139
 FB2139'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FB2139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0291 ***********************************************************************
 FC0291  DESIGNATION -  H 238
 FC0291  PID         -  FC0291
 FC0291  STATE/COUNTY-  TN/LOUDON
 FC0291  USGS QUAD   -  PHILADELPHIA (1974)
 FC0291
 FC0291                         *CURRENT SURVEY CONTROL
 FC0291  ___________________________________________________________________
 FC0291* NAD 83(1986)-  35 41 37.     (N)    084 25 52.     (W)     SCALED    
 FC0291* NAVD 88     -       280.789  (meters)     921.22   (feet)  ADJUSTED  
 FC0291  ___________________________________________________________________
 FC0291  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FC0291  DYNAMIC HT  -         280.520 (meters)     920.34  (feet)  COMP
 FC0291  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 FC0291
 FC0291  VERT ORDER  -  SECOND    CLASS 0
 FC0291
 FC0291.The horizontal coordinates were scaled from a topographic map and have
 FC0291.an estimated accuracy of +/- 6 seconds.
 FC0291
 FC0291.The orthometric height was determined by differential leveling
 FC0291.and adjusted by the National Geodetic Survey in June 1991..
 FC0291
 FC0291.The geoid height was determined by GEOID03.
 FC0291
 FC0291.The dynamic height is computed by dividing the NAVD 88
 FC0291.geopotential number by the normal gravity value computed on the
 FC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0291.degrees latitude (g = 980.6199 gals.).
 FC0291
 FC0291.The modeled gravity was interpolated from observed gravity values.
 FC0291
 FC0291;                    North         East    Units  Estimated Accuracy
 FC0291;SPC TN       -   152,060.      741,990.      MT  (+/- 180 meters Scaled)
 FC0291
 FC0291                          SUPERSEDED SURVEY CONTROL
 FC0291
 FC0291  NGVD 29 (??/??/92)  280.872  (m)          921.49   (f) ADJ UNCH    2 0
 FC0291
 FC0291.Superseded values are not recommended for survey control.
 FC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0291.See file dsdata.txt to determine how the superseded data were derived.
 FC0291
 FC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE324530(NAD 83)
 FC0291_MARKER: DB = BENCH MARK DISK
 FC0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0291_SP_SET: CULVERT
 FC0291_STAMPING: H 238 1961
 FC0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0291
 FC0291  HISTORY     - Date     Condition        Report By
 FC0291  HISTORY     - 1961     MONUMENTED       CGS
 FC0291
 FC0291                          STATION DESCRIPTION
 FC0291
 FC0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0291'2.4 MI NW FROM PHILADELPHIA.
 FC0291'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0291'0.1 MILE NORTH, THEN GO 1.15 MILES NORTHWEST ON A PAVED ROAD
 FC0291'TO A Y JUNCTION, THEN TAKE THE LEFT FORK AND GO 1.0 MILE WEST
 FC0291'ON A PAVED ROAD TO A CONCRETE CULVERT UNDER THE ROAD.  THE BENCH
 FC0291'MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE OF
 FC0291'THE NORTH CONCRETE HEADWALL OF THE CULVERT AND IS ABOUT LEVEL
 FC0291'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2045 ***********************************************************************
 GA2045  DESIGNATION -  H 239
 GA2045  PID         -  GA2045
 GA2045  STATE/COUNTY-  TN/JEFFERSON
 GA2045  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2045
 GA2045                         *CURRENT SURVEY CONTROL
 GA2045  ___________________________________________________________________
 GA2045* NAD 83(1986)-  36 04 23.     (N)    083 22 52.     (W)     SCALED    
 GA2045* NAVD 88     -       376.462  (meters)    1235.11   (feet)  ADJUSTED  
 GA2045  ___________________________________________________________________
 GA2045  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2045  DYNAMIC HT  -         376.111 (meters)    1233.96  (feet)  COMP
 GA2045  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 GA2045
 GA2045  VERT ORDER  -  SECOND    CLASS 0
 GA2045
 GA2045.The horizontal coordinates were scaled from a topographic map and have
 GA2045.an estimated accuracy of +/- 6 seconds.
 GA2045
 GA2045.The orthometric height was determined by differential leveling
 GA2045.and adjusted by the National Geodetic Survey in June 1991..
 GA2045
 GA2045.The geoid height was determined by GEOID03.
 GA2045
 GA2045.The dynamic height is computed by dividing the NAVD 88
 GA2045.geopotential number by the normal gravity value computed on the
 GA2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2045.degrees latitude (g = 980.6199 gals.).
 GA2045
 GA2045.The modeled gravity was interpolated from observed gravity values.
 GA2045
 GA2045;                    North         East    Units  Estimated Accuracy
 GA2045;SPC TN       -   196,180.      835,870.      MT  (+/- 180 meters Scaled)
 GA2045
 GA2045                          SUPERSEDED SURVEY CONTROL
 GA2045
 GA2045  NGVD 29 (??/??/92)  376.617  (m)         1235.62   (f) ADJ UNCH    2 0
 GA2045
 GA2045.Superseded values are not recommended for survey control.
 GA2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2045.See file dsdata.txt to determine how the superseded data were derived.
 GA2045
 GA2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV855946(NAD 83)
 GA2045_MARKER: DB = BENCH MARK DISK
 GA2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2045_STAMPING: H 239 1961
 GA2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2045+STABILITY: SURFACE MOTION
 GA2045
 GA2045  HISTORY     - Date     Condition        Report By
 GA2045  HISTORY     - 1961     MONUMENTED       CGS
 GA2045  HISTORY     - 1980     GOOD             NGS
 GA2045
 GA2045                          STATION DESCRIPTION
 GA2045
 GA2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2045'6.2 MI NE FROM DANDRIDGE.
 GA2045'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2045'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2045'3.5 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION OF
 GA2045'INTERSTATE 81, CONTINUE NORTHEAST ON INTERSTATE 81 FOR 0.45 MILE.
 GA2045'THE BENCH MARK IS ON THE NORTH RIGHT-OF-WAY, 2 FT. SOUTHEAST OF THE
 GA2045'RIGHT-OF-WAY FENCE AND 2 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK
 GA2045'IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT
 GA2045'LEVEL WITH THE HIGHWAY.
 GA2045
 GA2045                          STATION RECOVERY (1980)
 GA2045
 GA2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2045'IT IS 154 SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN WITH THE LOWER
 GA2045'HALF MADE OF CONCRETE BLOCKS,40 FEET WEST OF A T-FENCE CORNER AND 620
 GA2045'FEET EAST OF THE NORTH BASE OF OVERHEAD SIGN-I 40 EAST AND I 40 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0170 ***********************************************************************
 GD0170  DESIGNATION -  H 24
 GD0170  PID         -  GD0170
 GD0170  STATE/COUNTY-  TN/BENTON
 GD0170  USGS QUAD   -  BIG SANDY (1973)
 GD0170
 GD0170                         *CURRENT SURVEY CONTROL
 GD0170  ___________________________________________________________________
 GD0170* NAD 83(1986)-  36 14 09.     (N)    088 04 37.     (W)     SCALED    
 GD0170* NAVD 88     -       115.501  (meters)     378.94   (feet)  ADJUSTED  
 GD0170  ___________________________________________________________________
 GD0170  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GD0170  DYNAMIC HT  -         115.406 (meters)     378.63  (feet)  COMP
 GD0170  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GD0170
 GD0170  VERT ORDER  -  SECOND    CLASS 0
 GD0170
 GD0170.The horizontal coordinates were scaled from a topographic map and have
 GD0170.an estimated accuracy of +/- 6 seconds.
 GD0170
 GD0170.The orthometric height was determined by differential leveling
 GD0170.and adjusted by the National Geodetic Survey in June 1991..
 GD0170
 GD0170.The geoid height was determined by GEOID03.
 GD0170
 GD0170.The dynamic height is computed by dividing the NAVD 88
 GD0170.geopotential number by the normal gravity value computed on the
 GD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0170.degrees latitude (g = 980.6199 gals.).
 GD0170
 GD0170.The modeled gravity was interpolated from observed gravity values.
 GD0170
 GD0170;                    North         East    Units  Estimated Accuracy
 GD0170;SPC TN       -   213,060.      413,310.      MT  (+/- 180 meters Scaled)
 GD0170
 GD0170                          SUPERSEDED SURVEY CONTROL
 GD0170
 GD0170  NGVD 29 (??/??/??)  115.548  (m)          379.09   (f) ADJUSTED    2 0
 GD0170
 GD0170.Superseded values are not recommended for survey control.
 GD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0170.See file dsdata.txt to determine how the superseded data were derived.
 GD0170
 GD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF032106(NAD 83)
 GD0170_MARKER: DB = BENCH MARK DISK
 GD0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0170_STAMPING: H 24 1934 379.350
 GD0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0170+STABILITY: SURFACE MOTION
 GD0170
 GD0170  HISTORY     - Date     Condition        Report By
 GD0170  HISTORY     - 1934     MONUMENTED       CGS
 GD0170  HISTORY     - 1968     GOOD             CGS
 GD0170  HISTORY     - 1971     GOOD             NGS
 GD0170
 GD0170                          STATION DESCRIPTION
 GD0170
 GD0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0170'IN BIG SANDY.
 GD0170'THE MARK IS 0.5 OF A MILE EAST ALONG THE LOUISVILLE AND NASHVILLE
 GD0170'RAILROAD FROM THE POST OFFICE IN BIG SANDY NEAR THE EAST END OF
 GD0170'THE OLD RAILROAD YARDS, 176 FEET WEST OF MILEPOST NO. 230, 118
 GD0170'FEET WEST-NORTHWEST OF A SWITCH CONTROL, 57 FEET NORTH-NORTHWEST
 GD0170'OF THE CENTER OF A RAILROAD FROG, 38.5 FEET NORTH OF THE NORTH
 GD0170'RAIL OF A SIDING, 23 FEET WEST OF AN 18-INCH ELM TREE, AND 0.6
 GD0170'OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD0170'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD0170'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED H 24
 GD0170'1934 379.350.  THE MARK CAN BE REACHED FROM THE POST OFFICE IN
 GD0170'BIG SANDY BY DRIVING EAST ON AN OILED ROAD FOR 0.5 OF A MILE
 GD0170'ALONG THE SOUTH SIDE OF THE RAILROAD TRACKS TO THE MARK ON THE
 GD0170'LEFT.
 GD0170
 GD0170                          STATION RECOVERY (1971)
 GD0170
 GD0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2081 ***********************************************************************
 GA2081  DESIGNATION -  H 240 RESET
 GA2081  PID         -  GA2081
 GA2081  STATE/COUNTY-  TN/GREENE
 GA2081  USGS QUAD   -  MOHAWK (1980)
 GA2081
 GA2081                         *CURRENT SURVEY CONTROL
 GA2081  ___________________________________________________________________
 GA2081* NAD 83(1986)-  36 12 04.     (N)    083 06 25.     (W)     SCALED    
 GA2081* NAVD 88     -       347.51   (meters)    1140.1    (feet)  RESET     
 GA2081  ___________________________________________________________________
 GA2081  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA2081
 GA2081  VERT ORDER  -  THIRD
 GA2081
 GA2081.The horizontal coordinates were scaled from a topographic map and have
 GA2081.an estimated accuracy of +/- 6 seconds.
 GA2081
 GA2081.The orthometric height was computed from unverified reset data.
 GA2081
 GA2081.The geoid height was determined by GEOID03.
 GA2081
 GA2081;                    North         East    Units  Estimated Accuracy
 GA2081;SPC TN       -   211,080.      860,140.      MT  (+/- 180 meters Scaled)
 GA2081
 GA2081                          SUPERSEDED SURVEY CONTROL
 GA2081
 GA2081.No superseded survey control is available for this station.
 GA2081
 GA2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA105083(NAD 83)
 GA2081_MARKER: DB = BENCH MARK DISK
 GA2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2081_STAMPING: H 240 RESET 1968
 GA2081_MARK LOGO: CGS   
 GA2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2081+STABILITY: SURFACE MOTION
 GA2081
 GA2081  HISTORY     - Date     Condition        Report By
 GA2081  HISTORY     - 1968     MONUMENTED       CGS
 GA2081  HISTORY     - 1980     GOOD             NGS
 GA2081
 GA2081                          STATION DESCRIPTION
 GA2081
 GA2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GA2081'3.9 MI W FROM MOHAWK.
 GA2081'TO REACH THE STATION FROM THE POST OFFICE IN MOHAWK, GO EASTERLY
 GA2081'FOR 0.05 MILE TO AN OILED T CROSSROAD, THENCE LEFT, NORTHERLY,
 GA2081'ON THE OILED ROAD FOR 1.2 MILES TO INTERSTATE ROUTE 81 NOW UNDER
 GA2081'CONSTRUCTION.  HERE TURN RIGHT AND GO WESTERLY ALONG INTERSTATE
 GA2081'ROUTE 81 FOR 2.7 MILES TO THE MARK ON THE LEFT ALONG THE SOUTH
 GA2081'RIGHT-OF-WAY AS DESCRIBED.  THE MARK WAS MOVED ABOUT 150 FEET
 GA2081'SOUTH OF THE OLD BENCH MARK SITE, 13 FEET NORTH OF A 10-INCH ELM
 GA2081'TREE, 11 FEET NORTHWEST OF THE NEAR EDGE OF A SMALL STREAM BANK,
 GA2081'7 FEET WEST OF A RIGHT-OF-WAY MARKER POST, 1.7 FEET NORTH OF A
 GA2081'METAL WITNESS POST AND SIGN, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 GA2081'FENCE.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF AN
 GA2081'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES
 GA2081'AND THE DISK IS STAMPED H 240 RESET 1961.
 GA2081
 GA2081                          STATION RECOVERY (1980)
 GA2081
 GA2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2081'IT IS 56 FEET SOUTHWESY OF THE WEST END OF A CONCRETE HEADWALL OF A
 GA2081'48 INCH PIPE CULVERT, 60 FEET SOUTH OF A SMALL CREEK CENTERLINE OF
 GA2081'PAVED FRONTAGE ROAD,15 FEET NORTHWEST OF THE CENTER OF A SMALL
 GA2081'CREEK,59 FEET SOUTHEAST OF THE WEST END OF A METAL GUARD RAIL, ABOUT
 GA2081'10 FEET BELOW ROAD AND 4 FEET ABOVE CREEK. TWO IRON PINS WERE DRIVEN
 GA2081'BESIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1065 ***********************************************************************
 GA1065  DESIGNATION -  H 241
 GA1065  PID         -  GA1065
 GA1065  STATE/COUNTY-  TN/GREENE
 GA1065  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1065
 GA1065                         *CURRENT SURVEY CONTROL
 GA1065  ___________________________________________________________________
 GA1065* NAD 83(1986)-  36 21 14.     (N)    082 44 29.     (W)     SCALED    
 GA1065* NAVD 88     -       383.151  (meters)    1257.05   (feet)  ADJUSTED  
 GA1065  ___________________________________________________________________
 GA1065  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1065  DYNAMIC HT  -         382.792 (meters)    1255.88  (feet)  COMP
 GA1065  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 GA1065
 GA1065  VERT ORDER  -  SECOND    CLASS 0
 GA1065
 GA1065.The horizontal coordinates were scaled from a topographic map and have
 GA1065.an estimated accuracy of +/- 6 seconds.
 GA1065
 GA1065.The orthometric height was determined by differential leveling
 GA1065.and adjusted by the National Geodetic Survey in June 1991..
 GA1065
 GA1065.The geoid height was determined by GEOID03.
 GA1065
 GA1065.The dynamic height is computed by dividing the NAVD 88
 GA1065.geopotential number by the normal gravity value computed on the
 GA1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1065.degrees latitude (g = 980.6199 gals.).
 GA1065
 GA1065.The modeled gravity was interpolated from observed gravity values.
 GA1065
 GA1065;                    North         East    Units  Estimated Accuracy
 GA1065;SPC TN       -   229,050.      892,430.      MT  (+/- 180 meters Scaled)
 GA1065
 GA1065                          SUPERSEDED SURVEY CONTROL
 GA1065
 GA1065  NGVD 29 (??/??/92)  383.287  (m)         1257.50   (f) ADJ UNCH    2 0
 GA1065
 GA1065.Superseded values are not recommended for survey control.
 GA1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1065.See file dsdata.txt to determine how the superseded data were derived.
 GA1065
 GA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA437246(NAD 83)
 GA1065_MARKER: DB = BENCH MARK DISK
 GA1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1065_STAMPING: H 241 1961
 GA1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1065+STABILITY: SURFACE MOTION
 GA1065
 GA1065  HISTORY     - Date     Condition        Report By
 GA1065  HISTORY     - 1961     MONUMENTED       CGS
 GA1065
 GA1065                          STATION DESCRIPTION
 GA1065
 GA1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1065'3.1 MI SW FROM JEAROLDSTOWN.
 GA1065'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1065'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1065'FALL BRANCH), GO 1.1 MILE WEST ON A GRAVELED ROAD TO THE T
 GA1065'JUNCTION OF A GRAVELED ROAD ABOUT 0.1 MILE WEST OF A BRIDGE OVER
 GA1065'A SMALL CREEK, THEN GO 1.7 MILE SOUTHWESTERLY ON THE GRAVELED
 GA1065'AND TRACK ROAD TO THE T JUNCTION OF A PAVED ROAD, THEN GO 0.25
 GA1065'MILE NORTH ON THE PAVED ROAD TO A BARN AND A SHARP CURVE.  THE
 GA1065'BENCH MARK IS ABOUT 200 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY
 GA1065'81, 51 FT. NORTHEAST OF THE NORTHEAST CORNER OF MRS. J.B. WOOLSEY
 GA1065'BARN, 15 FT. WEST OF THE CENTER OF A GRAVELED ROAD, 4 FT. SOUTHWEST
 GA1065'OF A FENCE CORNER, 1 FT. SOUTH OF A FENCE, AND 1.7 FT. EAST OF A
 GA1065'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA1065'5 INCHES AND IS ABOUT LEVEL WITH THE ROAD.  NOTE-- TO REACH
 GA1065'MORELOCK AZIMUTH FROM THIS POINT GO ABOUT 0.8 MILE WEST ON
 GA1065'PROPOSED INTERSTATE HIGHWAY 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0339 ***********************************************************************
 GA0339  DESIGNATION -  H 242
 GA0339  PID         -  GA0339
 GA0339  STATE/COUNTY-  TN/SULLIVAN
 GA0339  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0339
 GA0339                         *CURRENT SURVEY CONTROL
 GA0339  ___________________________________________________________________
 GA0339* NAD 83(1986)-  36 34 01.     (N)    082 17 52.     (W)     SCALED    
 GA0339* NAVD 88     -       535.436  (meters)    1756.68   (feet)  ADJUSTED  
 GA0339  ___________________________________________________________________
 GA0339  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0339  DYNAMIC HT  -         534.940 (meters)    1755.05  (feet)  COMP
 GA0339  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA0339
 GA0339  VERT ORDER  -  SECOND    CLASS 0
 GA0339
 GA0339.The horizontal coordinates were scaled from a topographic map and have
 GA0339.an estimated accuracy of +/- 6 seconds.
 GA0339
 GA0339.The orthometric height was determined by differential leveling
 GA0339.and adjusted by the National Geodetic Survey in June 1991..
 GA0339
 GA0339.The geoid height was determined by GEOID03.
 GA0339
 GA0339.The dynamic height is computed by dividing the NAVD 88
 GA0339.geopotential number by the normal gravity value computed on the
 GA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0339.degrees latitude (g = 980.6199 gals.).
 GA0339
 GA0339.The modeled gravity was interpolated from observed gravity values.
 GA0339
 GA0339;                    North         East    Units  Estimated Accuracy
 GA0339;SPC TN       -   254,090.      931,330.      MT  (+/- 180 meters Scaled)
 GA0339
 GA0339                          SUPERSEDED SURVEY CONTROL
 GA0339
 GA0339  NGVD 29 (??/??/92)  535.575  (m)         1757.13   (f) ADJ UNCH    2 0
 GA0339
 GA0339.Superseded values are not recommended for survey control.
 GA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0339.See file dsdata.txt to determine how the superseded data were derived.
 GA0339
 GA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA838476(NAD 83)
 GA0339_MARKER: DB = BENCH MARK DISK
 GA0339_SETTING: 66 = SET IN ROCK OUTCROP
 GA0339_SP_SET: OUTCROPPING BEDROCK
 GA0339_STAMPING: H 242 1961
 GA0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0339+STABILITY: POSITION/ELEVATION WELL
 GA0339
 GA0339  HISTORY     - Date     Condition        Report By
 GA0339  HISTORY     - 1961     MONUMENTED       CGS
 GA0339
 GA0339                          STATION DESCRIPTION
 GA0339
 GA0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0339'4 MI NE FROM BLOUNTVILLE.
 GA0339'FROM THE POST OFFICE IN BLOUNTVILLE, GO 0.25 MILE EAST ON
 GA0339'U.S. HIGHWAY 11W, THEN 2.75 MILE NORTHEAST ON A GRAVELED ROAD
 GA0339'TO A T JUNCTION, THEN GO 0.95 MILE EAST ON A GRAVELED ROAD TO
 GA0339'A Y JUNCTION OF A PAVED ROAD.  THE BENCH MARK IS 136 FT. NORTHEAST
 GA0339'OF THE CENTER OF THE JUNCTION, 58 FT. WEST OF A POWER LINE
 GA0339'POLE, 54 FT. SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 44 FT.
 GA0339'NORTH OF THE CENTER OF A PAVED ROAD, 1 FT. ABOVE THE LEVEL OF
 GA0339'THE ROAD, AND ABOUT 200 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY
 GA0339'81.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GA0339'NOTE-- TO REACH DEFRIECE AZIMUTH FROM THIS POINT, GO 0.25 MILE
 GA0339'EAST ON THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0607 ***********************************************************************
 FC0607  DESIGNATION -  H 243
 FC0607  PID         -  FC0607
 FC0607  STATE/COUNTY-  TN/BRADLEY
 FC0607  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0607
 FC0607                         *CURRENT SURVEY CONTROL
 FC0607  ___________________________________________________________________
 FC0607* NAD 83(1986)-  35 11 59.     (N)    084 52 43.     (W)     SCALED    
 FC0607* NAVD 88     -       258.803  (meters)     849.09   (feet)  ADJUSTED  
 FC0607  ___________________________________________________________________
 FC0607  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0607  DYNAMIC HT  -         258.548 (meters)     848.25  (feet)  COMP
 FC0607  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 FC0607
 FC0607  VERT ORDER  -  SECOND    CLASS 0
 FC0607
 FC0607.The horizontal coordinates were scaled from a topographic map and have
 FC0607.an estimated accuracy of +/- 6 seconds.
 FC0607
 FC0607.The orthometric height was determined by differential leveling
 FC0607.and adjusted by the National Geodetic Survey in June 1991..
 FC0607
 FC0607.The geoid height was determined by GEOID03.
 FC0607
 FC0607.The dynamic height is computed by dividing the NAVD 88
 FC0607.geopotential number by the normal gravity value computed on the
 FC0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0607.degrees latitude (g = 980.6199 gals.).
 FC0607
 FC0607.The modeled gravity was interpolated from observed gravity values.
 FC0607
 FC0607;                    North         East    Units  Estimated Accuracy
 FC0607;SPC TN       -    96,710.      702,120.      MT  (+/- 180 meters Scaled)
 FC0607
 FC0607                          SUPERSEDED SURVEY CONTROL
 FC0607
 FC0607  NGVD 29 (??/??/92)  258.830  (m)          849.18   (f) ADJ UNCH    2 0
 FC0607
 FC0607.Superseded values are not recommended for survey control.
 FC0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0607.See file dsdata.txt to determine how the superseded data were derived.
 FC0607
 FC0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD931972(NAD 83)
 FC0607_MARKER: DB = BENCH MARK DISK
 FC0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0607_STAMPING: H 243 1961
 FC0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0607+STABILITY: SURFACE MOTION
 FC0607
 FC0607  HISTORY     - Date     Condition        Report By
 FC0607  HISTORY     - 1961     MONUMENTED       CGS
 FC0607  HISTORY     - 1967     GOOD             NGS
 FC0607  HISTORY     - 1979     GOOD             TVA
 FC0607
 FC0607                          STATION DESCRIPTION
 FC0607
 FC0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0607'3.6 MI NW FROM CLEVELAND.
 FC0607'FROM THE BRADLEY COUNTY COURTHOUSE IN CLEVELAND, GO WEST ON
 FC0607'STATE ROUTE 60 FOR 0.75 MILE TO THE STOP LIGHT AT THE JUNCTION
 FC0607'OF GEORGETOWN PIKE AND HARRISON PIKE.  HERE TURN RIGHT AND
 FC0607'CONTINUE NORTHWESTERLY ON STATE ROUTE 60 (THIS IS GEORGETOWN
 FC0607'PIKE) FOR 2.15 MILES TO THE NEW HIGHWAY 60 ACCESS ROUTE LEADING
 FC0607'TO THE INTERSTATE.  HERE CROSS OVER THE ACCESS ROUTE AND CONTINUE
 FC0607'NORTHERLY FOR 0.6 MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON A
 FC0607'GRAVELED ROAD CROSSING UNDER AN OVERPASS FOR 0.1 MILE TO THE
 FC0607'SHILOH BAPTIST CHURCH ON THE RIGHT AND THE MARK IN THE CHURCH
 FC0607'YARD.  IT IS 91 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FC0607'ROAD, 57 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH, 7.6
 FC0607'FEET SOUTH OF A BUTANE GAS STORAGE TANK, AND 2 FEET SOUTH OF A
 FC0607'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 FC0607'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 7
 FC0607'INCHES AND THE DISK IS STAMPED H 243 1961.
 FC0607
 FC0607                          STATION RECOVERY (1979)
 FC0607
 FC0607'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 FC0607'ABOUT 1.5 FEET WEST OF WOOD RAIL FENCE ON THE WEST SIDE OF PAVED
 FC0607'PARKING LOT ON THE EAST SIDE OF ROAD RUNNING IN FRONT OF CLEVELAND
 FC0607'STATE AND ABOUT 90 FT. NORTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0576 ***********************************************************************
 FC0576  DESIGNATION -  H 244
 FC0576  PID         -  FC0576
 FC0576  STATE/COUNTY-  TN/MCMINN
 FC0576  USGS QUAD   -  CHARLESTON (1980)
 FC0576
 FC0576                         *CURRENT SURVEY CONTROL
 FC0576  ___________________________________________________________________
 FC0576* NAD 83(1986)-  35 19 15.     (N)    084 46 35.     (W)     SCALED    
 FC0576* NAVD 88     -       220.713  (meters)     724.12   (feet)  ADJUSTED  
 FC0576  ___________________________________________________________________
 FC0576  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0576  DYNAMIC HT  -         220.497 (meters)     723.41  (feet)  COMP
 FC0576  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0576
 FC0576  VERT ORDER  -  SECOND    CLASS 0
 FC0576
 FC0576.The horizontal coordinates were scaled from a topographic map and have
 FC0576.an estimated accuracy of +/- 6 seconds.
 FC0576
 FC0576.The orthometric height was determined by differential leveling
 FC0576.and adjusted by the National Geodetic Survey in June 1991..
 FC0576
 FC0576.The geoid height was determined by GEOID03.
 FC0576
 FC0576.The dynamic height is computed by dividing the NAVD 88
 FC0576.geopotential number by the normal gravity value computed on the
 FC0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0576.degrees latitude (g = 980.6199 gals.).
 FC0576
 FC0576.The modeled gravity was interpolated from observed gravity values.
 FC0576
 FC0576;                    North         East    Units  Estimated Accuracy
 FC0576;SPC TN       -   110,260.      711,260.      MT  (+/- 180 meters Scaled)
 FC0576
 FC0576                          SUPERSEDED SURVEY CONTROL
 FC0576
 FC0576  NGVD 29 (??/??/92)  220.773  (m)          724.32   (f) ADJ UNCH    2 0
 FC0576
 FC0576.Superseded values are not recommended for survey control.
 FC0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0576.See file dsdata.txt to determine how the superseded data were derived.
 FC0576
 FC0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE021108(NAD 83)
 FC0576_MARKER: DB = BENCH MARK DISK
 FC0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0576_STAMPING: H 244 1961
 FC0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0576+STABILITY: SURFACE MOTION
 FC0576
 FC0576  HISTORY     - Date     Condition        Report By
 FC0576  HISTORY     - 1961     MONUMENTED       CGS
 FC0576
 FC0576                          STATION DESCRIPTION
 FC0576
 FC0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0576'3.1 MI N FROM CALHOUN.
 FC0576'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0576'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST
 FC0576'FOR 1.0 MILE ON U.S. HIGHWAY 11 TO A SIDE ROAD LEFT, TURN
 FC0576'LEFT AND GO 1.3 MILES NORTHWEST TO A Y JUNCTION, CONTINUE ON
 FC0576'OILED ROAD LEFT FOR 0.8 MILE TO A POINT JUST AFTER PASSING
 FC0576'OVER A HILLTOP AND THE MARK ON THE LEFT AT A SHARP RIGHT CURVE.
 FC0576'19.4 FEET WEST OF THE CENTER OF THE ROAD, 1.7 FEET SOUTH OF
 FC0576'A WITNESS SIGN, 1.4 FEET NORTH OF POWER LINE POLE NUMBER 34.
 FC0576'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 FC0576'AND ABOUT ONE FOOT BELOW THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1248 ***********************************************************************
 FC1248  DESIGNATION -  H 245
 FC1248  PID         -  FC1248
 FC1248  STATE/COUNTY-  TN/HAMILTON
 FC1248  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1248
 FC1248                         *CURRENT SURVEY CONTROL
 FC1248  ___________________________________________________________________
 FC1248* NAD 83(1986)-  35 01 02.     (N)    085 10 42.     (W)     SCALED    
 FC1248* NAVD 88     -       213.411  (meters)     700.17   (feet)  ADJUSTED  
 FC1248  ___________________________________________________________________
 FC1248  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1248  DYNAMIC HT  -         213.198 (meters)     699.47  (feet)  COMP
 FC1248  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FC1248
 FC1248  VERT ORDER  -  FIRST     CLASS II
 FC1248
 FC1248.The horizontal coordinates were scaled from a topographic map and have
 FC1248.an estimated accuracy of +/- 6 seconds.
 FC1248
 FC1248.The orthometric height was determined by differential leveling
 FC1248.and adjusted by the National Geodetic Survey in June 1991..
 FC1248
 FC1248.The geoid height was determined by GEOID03.
 FC1248
 FC1248.The dynamic height is computed by dividing the NAVD 88
 FC1248.geopotential number by the normal gravity value computed on the
 FC1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1248.degrees latitude (g = 980.6199 gals.).
 FC1248
 FC1248.The modeled gravity was interpolated from observed gravity values.
 FC1248
 FC1248;                    North         East    Units  Estimated Accuracy
 FC1248;SPC TN       -    76,190.      675,000.      MT  (+/- 180 meters Scaled)
 FC1248
 FC1248                          SUPERSEDED SURVEY CONTROL
 FC1248
 FC1248  NGVD 29 (??/??/92)  213.429  (m)          700.23   (f) ADJ UNCH    1 2
 FC1248
 FC1248.Superseded values are not recommended for survey control.
 FC1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1248.See file dsdata.txt to determine how the superseded data were derived.
 FC1248
 FC1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD662764(NAD 83)
 FC1248_MARKER: DB = BENCH MARK DISK
 FC1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1248_SP_SET: BRIDGE
 FC1248_STAMPING: H 245 1961
 FC1248_MARK LOGO: CGS   
 FC1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1248
 FC1248  HISTORY     - Date     Condition        Report By
 FC1248  HISTORY     - 1961     MONUMENTED       CGS
 FC1248  HISTORY     - 1962     GOOD             NGS
 FC1248  HISTORY     - 1972     GOOD             TVA
 FC1248  HISTORY     - 1983     GOOD             NGS
 FC1248  HISTORY     - 1989     GOOD             USPSQD
 FC1248  HISTORY     - 19960605 GOOD             USPSQD
 FC1248  HISTORY     - 20000114 GOOD             USPSQD
 FC1248
 FC1248                          STATION DESCRIPTION
 FC1248
 FC1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1248'AT BRAINERD HEIGHTS.
 FC1248'AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND EAST BRAINERD
 FC1248'ROAD, IN THE NORTH HEADWALL OF A BRIDGE OVER EAST BRAINERD ROAD
 FC1248'ON THE SOUTH BOUND LANE, 43 FEET EAST OF THE CENTER OF THE
 FC1248'SOUTH BOUND LANE, 17 FEET EAST OF THE EAST EDGE OF THE BRIDGE,
 FC1248'AND 1.4 FEET WEST OF THE EAST END OF THE HEADWALL.  A STANDARD
 FC1248'DISK CEMENTED IN A DRILLED HOLE AND ABOUT 3.0 FEET BELOW THE
 FC1248'LEVEL OF THE HIGHWAY.
 FC1248
 FC1248                          STATION RECOVERY (1972)
 FC1248
 FC1248'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1248'RECOVERED IN GOOD CONDITION.
 FC1248
 FC1248                          STATION RECOVERY (1983)
 FC1248
 FC1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1248'RECOVERED IN GOOD CONDITION.
 FC1248
 FC1248                          STATION RECOVERY (1989)
 FC1248
 FC1248'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1248'RECOVERED IN GOOD CONDITION.
 FC1248
 FC1248                          STATION RECOVERY (1996)
 FC1248
 FC1248'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1248'RECOVERED IN GOOD CONDITION.
 FC1248
 FC1248                          STATION RECOVERY (2000)
 FC1248
 FC1248'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1300 ***********************************************************************
 FC1300  DESIGNATION -  H 246
 FC1300  PID         -  FC1300
 FC1300  STATE/COUNTY-  TN/MARION
 FC1300  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1300
 FC1300                         *CURRENT SURVEY CONTROL
 FC1300  ___________________________________________________________________
 FC1300* NAD 83(1986)-  35 02 45.     (N)    085 41 42.     (W)     SCALED    
 FC1300* NAVD 88     -       188.912  (meters)     619.79   (feet)  ADJUSTED  
 FC1300  ___________________________________________________________________
 FC1300  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FC1300  DYNAMIC HT  -         188.728 (meters)     619.19  (feet)  COMP
 FC1300  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 FC1300
 FC1300  VERT ORDER  -  SECOND    CLASS 0
 FC1300
 FC1300.The horizontal coordinates were scaled from a topographic map and have
 FC1300.an estimated accuracy of +/- 6 seconds.
 FC1300
 FC1300.The orthometric height was determined by differential leveling
 FC1300.and adjusted by the National Geodetic Survey in June 1991..
 FC1300
 FC1300.The geoid height was determined by GEOID03.
 FC1300
 FC1300.The dynamic height is computed by dividing the NAVD 88
 FC1300.geopotential number by the normal gravity value computed on the
 FC1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1300.degrees latitude (g = 980.6199 gals.).
 FC1300
 FC1300.The modeled gravity was interpolated from observed gravity values.
 FC1300
 FC1300;                    North         East    Units  Estimated Accuracy
 FC1300;SPC TN       -    79,100.      627,830.      MT  (+/- 180 meters Scaled)
 FC1300
 FC1300                          SUPERSEDED SURVEY CONTROL
 FC1300
 FC1300  NGVD 29 (??/??/92)  188.918  (m)          619.81   (f) ADJ UNCH    2 0
 FC1300
 FC1300.Superseded values are not recommended for survey control.
 FC1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1300.See file dsdata.txt to determine how the superseded data were derived.
 FC1300
 FC1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD190789(NAD 83)
 FC1300_MARKER: DB = BENCH MARK DISK
 FC1300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1300_SP_SET: CULVERT
 FC1300_STAMPING: H 246 1962
 FC1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1300
 FC1300  HISTORY     - Date     Condition        Report By
 FC1300  HISTORY     - 1962     MONUMENTED       CGS
 FC1300
 FC1300                          STATION DESCRIPTION
 FC1300
 FC1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1300'0.5 MI NW FROM DIXIE LEE.
 FC1300'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1300'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1300'64-41 FOR 0.5 MILE TO THE MARK SET IN THE NORTHWEST END OF THE
 FC1300'NORTHEAST HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 FC1300'195 FEET EAST OF THE JUNCTION OF U.S. HIGHWAYS 41-64 AND BLACK
 FC1300'TOP ROAD, 48.5 FEET SOUTHEAST OF TELEPHONE POLE, 27 FEET
 FC1300'NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64, AND 0.6 FEET
 FC1300'EAST OF THE WEST END OF THE HEADWALL.  A STANDARD DISK DRILLED
 FC1300'IN A 5 FOOT CONCRETE BOX CULVERT AND ABOUT 4 FEET BELOW THE
 FC1300'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1814 ***********************************************************************
 GA1814  DESIGNATION -  H 247
 GA1814  PID         -  GA1814
 GA1814  STATE/COUNTY-  TN/HAMBLEN
 GA1814  USGS QUAD   -  TALBOTT (1980)
 GA1814
 GA1814                         *CURRENT SURVEY CONTROL
 GA1814  ___________________________________________________________________
 GA1814* NAD 83(1986)-  36 09 46.     (N)    083 24 56.     (W)     SCALED    
 GA1814* NAVD 88     -       399.550  (meters)    1310.86   (feet)  ADJUSTED  
 GA1814  ___________________________________________________________________
 GA1814  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1814  DYNAMIC HT  -         399.183 (meters)    1309.65  (feet)  COMP
 GA1814  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 GA1814
 GA1814  VERT ORDER  -  FIRST     CLASS I
 GA1814
 GA1814.The horizontal coordinates were scaled from a topographic map and have
 GA1814.an estimated accuracy of +/- 6 seconds.
 GA1814
 GA1814.The orthometric height was determined by differential leveling
 GA1814.and adjusted by the National Geodetic Survey in June 1991..
 GA1814
 GA1814.The geoid height was determined by GEOID03.
 GA1814
 GA1814.The dynamic height is computed by dividing the NAVD 88
 GA1814.geopotential number by the normal gravity value computed on the
 GA1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1814.degrees latitude (g = 980.6199 gals.).
 GA1814
 GA1814.The modeled gravity was interpolated from observed gravity values.
 GA1814
 GA1814;                    North         East    Units  Estimated Accuracy
 GA1814;SPC TN       -   206,050.      832,510.      MT  (+/- 180 meters Scaled)
 GA1814
 GA1814                          SUPERSEDED SURVEY CONTROL
 GA1814
 GA1814  NGVD 29 (??/??/92)  399.678  (m)         1311.28   (f) ADJ UNCH    1 1
 GA1814
 GA1814.Superseded values are not recommended for survey control.
 GA1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1814.See file dsdata.txt to determine how the superseded data were derived.
 GA1814
 GA1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA827047(NAD 83)
 GA1814_MARKER: DB = BENCH MARK DISK
 GA1814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1814_SP_SET: CULVERT
 GA1814_STAMPING: H 247 1967
 GA1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1814
 GA1814  HISTORY     - Date     Condition        Report By
 GA1814  HISTORY     - 1967     MONUMENTED       CGS
 GA1814
 GA1814                          STATION DESCRIPTION
 GA1814
 GA1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1814'7.6 MI W FROM MORRISTOWN.
 GA1814'ABOUT 7.6 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL
 GA1814'AT MORRISTOWN, AT THE OUTSIDE OF A CURVE, SET ON THE TOP OF THE
 GA1814'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A 4-FOOT
 GA1814'CONCRETE BOX CULVERT UNDER BOTH LANES OF THE HIGHWAY, 27 FEET
 GA1814'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 5 FEET BELOW THE
 GA1814'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2220 ***********************************************************************
 GA2220  DESIGNATION -  H 248
 GA2220  PID         -  GA2220
 GA2220  STATE/COUNTY-  TN/KNOX
 GA2220  USGS QUAD   -  MASCOT (1987)
 GA2220
 GA2220                         *CURRENT SURVEY CONTROL
 GA2220  ___________________________________________________________________
 GA2220* NAD 83(1986)-  36 03 41.     (N)    083 44 44.     (W)     SCALED    
 GA2220* NAVD 88     -       262.390  (meters)     860.86   (feet)  ADJUSTED  
 GA2220  ___________________________________________________________________
 GA2220  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2220  DYNAMIC HT  -         262.149 (meters)     860.07  (feet)  COMP
 GA2220  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GA2220
 GA2220  VERT ORDER  -  FIRST     CLASS I
 GA2220
 GA2220.The horizontal coordinates were scaled from a topographic map and have
 GA2220.an estimated accuracy of +/- 6 seconds.
 GA2220
 GA2220.The orthometric height was determined by differential leveling
 GA2220.and adjusted by the National Geodetic Survey in June 1991..
 GA2220
 GA2220.The geoid height was determined by GEOID03.
 GA2220
 GA2220.The dynamic height is computed by dividing the NAVD 88
 GA2220.geopotential number by the normal gravity value computed on the
 GA2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2220.degrees latitude (g = 980.6199 gals.).
 GA2220
 GA2220.The modeled gravity was interpolated from observed gravity values.
 GA2220
 GA2220;                    North         East    Units  Estimated Accuracy
 GA2220;SPC TN       -   194,070.      803,090.      MT  (+/- 180 meters Scaled)
 GA2220
 GA2220                          SUPERSEDED SURVEY CONTROL
 GA2220
 GA2220  NGVD 29 (??/??/92)  262.519  (m)          861.28   (f) ADJ UNCH    1 1
 GA2220
 GA2220.Superseded values are not recommended for survey control.
 GA2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2220.See file dsdata.txt to determine how the superseded data were derived.
 GA2220
 GA2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV527942(NAD 83)
 GA2220_MARKER: DB = BENCH MARK DISK
 GA2220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2220_SP_SET: OVERPASS
 GA2220_STAMPING: H 248 1967
 GA2220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2220
 GA2220  HISTORY     - Date     Condition        Report By
 GA2220  HISTORY     - 1967     MONUMENTED       CGS
 GA2220
 GA2220                          STATION DESCRIPTION
 GA2220
 GA2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2220'AT MASCOT.
 GA2220'AT MASCOT, 0.4 MILE WEST ALONG A BLACK TOPPED ROAD FROM THE MASCOT
 GA2220'METHODIST CHURCH, ABOUT 90 FEET EAST OF THE EAST END OF A 75-FOOT
 GA2220'BRIDGE OVER FLAT CREEK, SET VERTICALLY IN THE WEST FACE OF THE
 GA2220'NORTH CONCRETE WING WALL OF THE SOUTHERN RAILWAY OVERPASS OVER
 GA2220'THE ROAD, 19 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2
 GA2220'FEET ABOVE THE LEVEL OF THE GROUND AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0466 ***********************************************************************
 GB0466  DESIGNATION -  H 249
 GB0466  PID         -  GB0466
 GB0466  STATE/COUNTY-  TN/KNOX
 GB0466  USGS QUAD   -  POWELL (1976)
 GB0466
 GB0466                         *CURRENT SURVEY CONTROL
 GB0466  ___________________________________________________________________
 GB0466* NAD 83(1986)-  36 01 53.     (N)    084 01 41.     (W)     SCALED    
 GB0466* NAVD 88     -       302.949  (meters)     993.93   (feet)  ADJUSTED  
 GB0466  ___________________________________________________________________
 GB0466  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GB0466  DYNAMIC HT  -         302.666 (meters)     993.00  (feet)  COMP
 GB0466  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GB0466
 GB0466  VERT ORDER  -  FIRST     CLASS I
 GB0466
 GB0466.The horizontal coordinates were scaled from a topographic map and have
 GB0466.an estimated accuracy of +/- 6 seconds.
 GB0466
 GB0466.The orthometric height was determined by differential leveling
 GB0466.and adjusted by the National Geodetic Survey in June 1991..
 GB0466
 GB0466.The geoid height was determined by GEOID03.
 GB0466
 GB0466.The dynamic height is computed by dividing the NAVD 88
 GB0466.geopotential number by the normal gravity value computed on the
 GB0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0466.degrees latitude (g = 980.6199 gals.).
 GB0466
 GB0466.The modeled gravity was interpolated from observed gravity values.
 GB0466
 GB0466;                    North         East    Units  Estimated Accuracy
 GB0466;SPC TN       -   190,190.      777,710.      MT  (+/- 180 meters Scaled)
 GB0466
 GB0466                          SUPERSEDED SURVEY CONTROL
 GB0466
 GB0466  NGVD 29 (??/??/92)  303.063  (m)          994.30   (f) ADJ UNCH    1 1
 GB0466
 GB0466.Superseded values are not recommended for survey control.
 GB0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0466.See file dsdata.txt to determine how the superseded data were derived.
 GB0466
 GB0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE677915(NAD 83)
 GB0466_MARKER: DB = BENCH MARK DISK
 GB0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0466_SP_SET: FOUNDATION
 GB0466_STAMPING: H 249 1967
 GB0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0466
 GB0466  HISTORY     - Date     Condition        Report By
 GB0466  HISTORY     - 1967     MONUMENTED       CGS
 GB0466  HISTORY     - 1973     GOOD             TVA
 GB0466
 GB0466                          STATION DESCRIPTION
 GB0466
 GB0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0466'AT POWELL.
 GB0466'AT POWELL, ALONG THE SOUTHERN RAILWAY, ABOUT 160 FEET NORTHEAST
 GB0466'OF THE CROSSING OF COMMERCE ROAD, SET VERTICALLY IN THE SOUTHWEST
 GB0466'FACE OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF THE RAILWAY
 GB0466'STATION, 28.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 GB0466'TRACK, 2.5 FEET SOUTHEAST OF THE WEST CORNER OF A LOADING PLATFORM,
 GB0466'ABOUT LEVEL WITH THE TRACK AND 1 1/2 FEET ABOVE THE GROUND.
 GB0466
 GB0466                          STATION RECOVERY (1973)
 GB0466
 GB0466'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1429 ***********************************************************************
 GC1429  DESIGNATION -  H 25
 GC1429  PID         -  GC1429
 GC1429  STATE/COUNTY-  TN/MONTGOMERY
 GC1429  USGS QUAD   -  PALMYRA (1983)
 GC1429
 GC1429                         *CURRENT SURVEY CONTROL
 GC1429  ___________________________________________________________________
 GC1429* NAD 83(1986)-  36 29 02.     (N)    087 25 24.     (W)     SCALED    
 GC1429* NAVD 88     -       118.249  (meters)     387.96   (feet)  ADJUSTED  
 GC1429  ___________________________________________________________________
 GC1429  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC1429  DYNAMIC HT  -         118.149 (meters)     387.63  (feet)  COMP
 GC1429  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 GC1429
 GC1429  VERT ORDER  -  SECOND    CLASS 0
 GC1429
 GC1429.The horizontal coordinates were scaled from a topographic map and have
 GC1429.an estimated accuracy of +/- 6 seconds.
 GC1429
 GC1429.The orthometric height was determined by differential leveling
 GC1429.and adjusted by the National Geodetic Survey in June 1991..
 GC1429
 GC1429.The geoid height was determined by GEOID03.
 GC1429
 GC1429.The dynamic height is computed by dividing the NAVD 88
 GC1429.geopotential number by the normal gravity value computed on the
 GC1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1429.degrees latitude (g = 980.6199 gals.).
 GC1429
 GC1429.The modeled gravity was interpolated from observed gravity values.
 GC1429
 GC1429;                    North         East    Units  Estimated Accuracy
 GC1429;SPC TN       -   239,540.      472,460.      MT  (+/- 180 meters Scaled)
 GC1429
 GC1429                          SUPERSEDED SURVEY CONTROL
 GC1429
 GC1429  NGVD 29 (??/??/92)  118.314  (m)          388.17   (f) ADJ UNCH    2 0
 GC1429
 GC1429.Superseded values are not recommended for survey control.
 GC1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1429.See file dsdata.txt to determine how the superseded data were derived.
 GC1429
 GC1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF620377(NAD 83)
 GC1429_MARKER: DB = BENCH MARK DISK
 GC1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1429_STAMPING: H 25 1934
 GC1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1429+STABILITY: SURFACE MOTION
 GC1429
 GC1429  HISTORY     - Date     Condition        Report By
 GC1429  HISTORY     - 1934     MONUMENTED       CGS
 GC1429
 GC1429                          STATION DESCRIPTION
 GC1429
 GC1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1429'6.8 MI SW FROM CLARKSVILLE.
 GC1429'6.75 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1429'FROM THE STATION AT CLARKSVILLE, MONTGOMERY COUNTY, 75 YARDS
 GC1429'NORTHEAST OF THE STATION AT STEELES, 60 YARDS NORTHEAST OF
 GC1429'MILEPOST 184, AT A FARM-ROAD CROSSING, 14 YARDS SOUTHEAST OF THE
 GC1429'CENTERLINE OF THE TRACK, AND 6 YARDS SOUTHWEST OF THE CENTERLINE
 GC1429'OF THE ROAD.  A STANDARD DISK, STAMPED H 25 1934 AND SET IN
 GC1429'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0884 ***********************************************************************
 GB0884  DESIGNATION -  H 250
 GB0884  PID         -  GB0884
 GB0884  STATE/COUNTY-  TN/MORGAN
 GB0884  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0884
 GB0884                         *CURRENT SURVEY CONTROL
 GB0884  ___________________________________________________________________
 GB0884* NAD 83(1986)-  36 12 24.     (N)    084 40 01.     (W)     SCALED    
 GB0884* NAVD 88     -       417.174  (meters)    1368.68   (feet)  ADJUSTED  
 GB0884  ___________________________________________________________________
 GB0884  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GB0884  DYNAMIC HT  -         416.806 (meters)    1367.47  (feet)  COMP
 GB0884  MODELED GRAV-     979,738.0   (mgal)                       NAVD 88
 GB0884
 GB0884  VERT ORDER  -  FIRST     CLASS I
 GB0884
 GB0884.The horizontal coordinates were scaled from a topographic map and have
 GB0884.an estimated accuracy of +/- 6 seconds.
 GB0884
 GB0884.The orthometric height was determined by differential leveling
 GB0884.and adjusted by the National Geodetic Survey in June 1991..
 GB0884
 GB0884.The geoid height was determined by GEOID03.
 GB0884
 GB0884.The dynamic height is computed by dividing the NAVD 88
 GB0884.geopotential number by the normal gravity value computed on the
 GB0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0884.degrees latitude (g = 980.6199 gals.).
 GB0884
 GB0884.The modeled gravity was interpolated from observed gravity values.
 GB0884
 GB0884;                    North         East    Units  Estimated Accuracy
 GB0884;SPC TN       -   208,660.      719,870.      MT  (+/- 180 meters Scaled)
 GB0884
 GB0884                          SUPERSEDED SURVEY CONTROL
 GB0884
 GB0884  NGVD 29 (??/??/92)  417.277  (m)         1369.02   (f) ADJ UNCH    1 1
 GB0884
 GB0884.Superseded values are not recommended for survey control.
 GB0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0884.See file dsdata.txt to determine how the superseded data were derived.
 GB0884
 GB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF097093(NAD 83)
 GB0884_MARKER: DB = BENCH MARK DISK
 GB0884_SETTING: 66 = SET IN ROCK OUTCROP
 GB0884_SP_SET: ROCK CUT
 GB0884_STAMPING: H 250 1968
 GB0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0884+STABILITY: POSITION/ELEVATION WELL
 GB0884
 GB0884  HISTORY     - Date     Condition        Report By
 GB0884  HISTORY     - 1968     MONUMENTED       CGS
 GB0884
 GB0884                          STATION DESCRIPTION
 GB0884
 GB0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0884'2.5 MI S FROM SUNBRIGHT.
 GB0884'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0884'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE SOUTHERN
 GB0884'RAILWAY, THENCE 2.15 MILES SOUTH ALONG THE MAIN TRACK, 0.35
 GB0884'MILE SOUTH OF MILEPOST 234, SET IN THE TOP OF A LEDGE ON THE
 GB0884'EAST ROCK WALL OF A CUT FOR THE RAILROAD, 26 1/2 FEET EAST OF THE
 GB0884'EAST RAIL, 11 FEET SOUTH OF A 10-INCH TRIANGLE WHICH IS INSCRIBED
 GB0884'IN THE WEST FACE OF THE EAST WALL OF THE CUT, 85 FEET SOUTH OF
 GB0884'THE NORTH END OF THE CUT, 93 FEET SOUTHEAST AND ACROSS THE TRACK
 GB0884'FROM MARKER POST NUMBER 2341 FOR AN UNDERGROUND TELEPHONE
 GB0884'CABLE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, AND ABOUT 1 FOOT
 GB0884'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1048 ***********************************************************************
 GD1048  DESIGNATION -  H 251
 GD1048  PID         -  GD1048
 GD1048  STATE/COUNTY-  TN/LAKE
 GD1048  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1048
 GD1048                         *CURRENT SURVEY CONTROL
 GD1048  ___________________________________________________________________
 GD1048* NAD 83(1986)-  36 12 50.     (N)    089 39 32.     (W)     SCALED    
 GD1048* NAVD 88     -        81.975  (meters)     268.95   (feet)  ADJUSTED  
 GD1048  ___________________________________________________________________
 GD1048  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1048  DYNAMIC HT  -          81.907 (meters)     268.72  (feet)  COMP
 GD1048  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GD1048
 GD1048  VERT ORDER  -  FIRST     CLASS I
 GD1048
 GD1048.The horizontal coordinates were scaled from a topographic map and have
 GD1048.an estimated accuracy of +/- 6 seconds.
 GD1048
 GD1048.The orthometric height was determined by differential leveling
 GD1048.and adjusted by the National Geodetic Survey in June 1991..
 GD1048
 GD1048.The geoid height was determined by GEOID03.
 GD1048
 GD1048.The dynamic height is computed by dividing the NAVD 88
 GD1048.geopotential number by the normal gravity value computed on the
 GD1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1048.degrees latitude (g = 980.6199 gals.).
 GD1048
 GD1048.The modeled gravity was interpolated from observed gravity values.
 GD1048
 GD1048;                    North         East    Units  Estimated Accuracy
 GD1048;SPC TN       -   214,800.      271,080.      MT  (+/- 180 meters Scaled)
 GD1048
 GD1048                          SUPERSEDED SURVEY CONTROL
 GD1048
 GD1048  NGVD 29 (??/??/??)   81.891  (m)          268.67   (f) ADJUSTED    1 1
 GD1048
 GD1048.Superseded values are not recommended for survey control.
 GD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1048.See file dsdata.txt to determine how the superseded data were derived.
 GD1048
 GD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF609109(NAD 83)
 GD1048_MARKER: DB = BENCH MARK DISK
 GD1048_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1048+WITH SETTING: INTO GROUND
 GD1048_SP_SET: METAL ROD WITH BASE PLATE
 GD1048_STAMPING: H 251 1976
 GD1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1048+STABILITY: SURFACE MOTION
 GD1048
 GD1048  HISTORY     - Date     Condition        Report By
 GD1048  HISTORY     - 1976     MONUMENTED       NGS
 GD1048  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD1048
 GD1048                          STATION DESCRIPTION
 GD1048
 GD1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1048'11.6 MI SW FROM RIDGLEY.
 GD1048'1.5 MILES WEST ALONG A BLACKTOP ROAD FROM THE ILLINOIS CENTRAL
 GD1048'RAILROAD STATION AT RIDGELY, THENCE 3.05 MILES SOUTHWEST ALONG A
 GD1048'BLACKTOP ROAD, THENCE 7 MILES WEST ALONG STATE HIGHWAY 79, 0.3 MILE
 GD1048'NORTHEAST OF POWELLS FERRY LANDING, 20 FEET NORTH OF THE CENTER OF
 GD1048'HIGHWAY, 20.7 FEET EAST OF THE EAST ONE OF WATER OAK TREES.
 GD1048
 GD1048                          STATION RECOVERY (2002)
 GD1048
 GD1048'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0443 ***********************************************************************
 FC0443  DESIGNATION -  H 256
 FC0443  PID         -  FC0443
 FC0443  STATE/COUNTY-  TN/BRADLEY
 FC0443  USGS QUAD   -  MC DONALD (1976)
 FC0443
 FC0443                         *CURRENT SURVEY CONTROL
 FC0443  ___________________________________________________________________
 FC0443* NAD 83(1986)-  35 03 24.     (N)    084 55 20.     (W)     SCALED    
 FC0443* NAVD 88     -       280.823  (meters)     921.33   (feet)  ADJUSTED  
 FC0443  ___________________________________________________________________
 FC0443  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FC0443  DYNAMIC HT  -         280.543 (meters)     920.41  (feet)  COMP
 FC0443  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 FC0443
 FC0443  VERT ORDER  -  FIRST     CLASS I
 FC0443
 FC0443.The horizontal coordinates were scaled from a topographic map and have
 FC0443.an estimated accuracy of +/- 6 seconds.
 FC0443
 FC0443.The orthometric height was determined by differential leveling
 FC0443.and adjusted by the National Geodetic Survey in June 1991..
 FC0443
 FC0443.The geoid height was determined by GEOID03.
 FC0443
 FC0443.The dynamic height is computed by dividing the NAVD 88
 FC0443.geopotential number by the normal gravity value computed on the
 FC0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0443.degrees latitude (g = 980.6199 gals.).
 FC0443
 FC0443.The modeled gravity was interpolated from observed gravity values.
 FC0443
 FC0443;                    North         East    Units  Estimated Accuracy
 FC0443;SPC TN       -    80,800.      698,320.      MT  (+/- 180 meters Scaled)
 FC0443
 FC0443                          SUPERSEDED SURVEY CONTROL
 FC0443
 FC0443  NGVD 29 (??/??/92)  280.815  (m)          921.31   (f) ADJ UNCH    1 1
 FC0443
 FC0443.Superseded values are not recommended for survey control.
 FC0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0443.See file dsdata.txt to determine how the superseded data were derived.
 FC0443
 FC0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD894813(NAD 83)
 FC0443_MARKER: DD = SURVEY DISK
 FC0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0443_STAMPING: H 256 1968
 FC0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0443+STABILITY: SURFACE MOTION
 FC0443
 FC0443  HISTORY     - Date     Condition        Report By
 FC0443  HISTORY     - 1968     MONUMENTED       USGS
 FC0443  HISTORY     - 1968     GOOD             NGS
 FC0443
 FC0443                          STATION DESCRIPTION
 FC0443
 FC0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0443'7.3 MI SW FROM CLEVELAND.
 FC0443'ABOUT 7.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0443'STATION AT CLEVELAND, ABOUT 0.6 MILE SOUTHWEST OF MILEPOST 7, 70
 FC0443'FEET NORTH OF THE CENTER OF A GRAVELED ROAD CROSSING, 64 FEET
 FC0443'NORTHEAST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTHWEST OF
 FC0443'THE NORTHWEST RAIL, 1 1/2 FEET SOUTHWEST OF A FENCE LINE, ABOUT
 FC0443'3 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVE
 FC0443'LEADING SOUTHWEST TO A ONE STORY WHITE FRAME HOUSE, 1.5 FEET
 FC0443'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 FC0443'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0443'2 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE POST WAS
 FC0443'FOUND LEANING AND WAS REPAIRED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0422 ***********************************************************************
 FC0422  DESIGNATION -  H 257
 FC0422  PID         -  FC0422
 FC0422  STATE/COUNTY-  TN/MCMINN
 FC0422  USGS QUAD   -  CALHOUN (1980)
 FC0422
 FC0422                         *CURRENT SURVEY CONTROL
 FC0422  ___________________________________________________________________
 FC0422* NAD 83(1986)-  35 21 25.     (N)    084 42 32.     (W)     SCALED    
 FC0422* NAVD 88     -       239.414  (meters)     785.48   (feet)  ADJUSTED  
 FC0422  ___________________________________________________________________
 FC0422  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0422  DYNAMIC HT  -         239.180 (meters)     784.71  (feet)  COMP
 FC0422  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0422
 FC0422  VERT ORDER  -  FIRST     CLASS I
 FC0422
 FC0422.The horizontal coordinates were scaled from a topographic map and have
 FC0422.an estimated accuracy of +/- 6 seconds.
 FC0422
 FC0422.The orthometric height was determined by differential leveling
 FC0422.and adjusted by the National Geodetic Survey in June 1991..
 FC0422
 FC0422.The geoid height was determined by GEOID03.
 FC0422
 FC0422.The dynamic height is computed by dividing the NAVD 88
 FC0422.geopotential number by the normal gravity value computed on the
 FC0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0422.degrees latitude (g = 980.6199 gals.).
 FC0422
 FC0422.The modeled gravity was interpolated from observed gravity values.
 FC0422
 FC0422;                    North         East    Units  Estimated Accuracy
 FC0422;SPC TN       -   114,340.      717,340.      MT  (+/- 180 meters Scaled)
 FC0422
 FC0422                          SUPERSEDED SURVEY CONTROL
 FC0422
 FC0422  NGVD 29 (??/??/92)  239.456  (m)          785.62   (f) ADJ UNCH    1 1
 FC0422
 FC0422.Superseded values are not recommended for survey control.
 FC0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0422.See file dsdata.txt to determine how the superseded data were derived.
 FC0422
 FC0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE081150(NAD 83)
 FC0422_MARKER: DB = BENCH MARK DISK
 FC0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0422_SP_SET: CULVERT
 FC0422_STAMPING: H 257 1968
 FC0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0422
 FC0422  HISTORY     - Date     Condition        Report By
 FC0422  HISTORY     - 1968     MONUMENTED       CGS
 FC0422
 FC0422                          STATION DESCRIPTION
 FC0422
 FC0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0422'1.8 MI SW FROM RICEVILLE.
 FC0422'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0422'OFFICE AT RICEVILLE, ABOUT 0.2 MILE SOUTHWEST OF THE SOUTHERN
 FC0422'RAILWAY MILEPOST 195, ABOUT 50 FEET NORTHWEST OF THE SOUTHERN
 FC0422'RAILWAY TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 FC0422'HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 FC0422'27 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 FC0422'NORTHEAST OF THE SOUTHEAST END OF THE HEAD WALL AND ABOUT 3
 FC0422'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0858 ***********************************************************************
 FC0858  DESIGNATION -  H 258
 FC0858  PID         -  FC0858
 FC0858  STATE/COUNTY-  TN/MCMINN
 FC0858  USGS QUAD   -  NIOTA (1990)
 FC0858
 FC0858                         *CURRENT SURVEY CONTROL
 FC0858  ___________________________________________________________________
 FC0858* NAD 83(1986)-  35 30 22.     (N)    084 33 46.     (W)     SCALED    
 FC0858* NAVD 88     -       279.900  (meters)     918.31   (feet)  ADJUSTED  
 FC0858  ___________________________________________________________________
 FC0858  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0858  DYNAMIC HT  -         279.626 (meters)     917.41  (feet)  COMP
 FC0858  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 FC0858
 FC0858  VERT ORDER  -  FIRST     CLASS I
 FC0858
 FC0858.The horizontal coordinates were scaled from a topographic map and have
 FC0858.an estimated accuracy of +/- 6 seconds.
 FC0858
 FC0858.The orthometric height was determined by differential leveling
 FC0858.and adjusted by the National Geodetic Survey in June 1991..
 FC0858
 FC0858.The geoid height was determined by GEOID03.
 FC0858
 FC0858.The dynamic height is computed by dividing the NAVD 88
 FC0858.geopotential number by the normal gravity value computed on the
 FC0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0858.degrees latitude (g = 980.6199 gals.).
 FC0858
 FC0858.The modeled gravity was interpolated from observed gravity values.
 FC0858
 FC0858;                    North         East    Units  Estimated Accuracy
 FC0858;SPC TN       -   131,080.      730,380.      MT  (+/- 180 meters Scaled)
 FC0858
 FC0858                          SUPERSEDED SURVEY CONTROL
 FC0858
 FC0858  NGVD 29 (??/??/92)  279.959  (m)          918.50   (f) ADJ UNCH    1 1
 FC0858
 FC0858.Superseded values are not recommended for survey control.
 FC0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0858.See file dsdata.txt to determine how the superseded data were derived.
 FC0858
 FC0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE210319(NAD 83)
 FC0858_MARKER: DB = BENCH MARK DISK
 FC0858_SETTING: 66 = SET IN ROCK OUTCROP
 FC0858_SP_SET: ROCK OUTCROP
 FC0858_STAMPING: H 258 1968
 FC0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0858+STABILITY: POSITION/ELEVATION WELL
 FC0858
 FC0858  HISTORY     - Date     Condition        Report By
 FC0858  HISTORY     - 1968     MONUMENTED       CGS
 FC0858
 FC0858                          STATION DESCRIPTION
 FC0858
 FC0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0858'1.5 MI SW FROM NIOTA.
 FC0858'ABOUT 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0858'CORNER OF A LARGE CEMETERY AT NIOTA, ABOUT 0.1 MILE SOUTHWEST OF
 FC0858'THE JUNCTION OF A DRIVE LEADING NORTHWEST TO SEVERAL FARM
 FC0858'BUILDINGS AND A LARGE RED BARN WITH TWO SILOS, ON THE OUTSIDE OF
 FC0858'AND AT THE SOUTH END OF A CURVE WITH TANGENTS EXTENDING TO THE
 FC0858'SOUTH AND NORTHEAST, SET IN THE TOP OF A ROCK THAT IS ABOUT 10
 FC0858'FEET LONG BY 1 1/2 FEET WIDE AND IS PART OF A ROCK OUTCROP THAT IS
 FC0858'ABOUT 50 FEET LONG AND 10 FEET WIDE, 93 FEET NORTHWEST OF AND
 FC0858'ACROSS THE HIGHWAY FROM THE WEST CORNER OF A STONE SPRING HOUSE,
 FC0858'37 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET
 FC0858'SOUTH OF TELEPHONE POLE 1149 AND ABOUT 4 FEET BELOW THE LEVEL OF
 FC0858'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0037 ***********************************************************************
 FC0037  DESIGNATION -  H 259
 FC0037  PID         -  FC0037
 FC0037  STATE/COUNTY-  TN/LOUDON
 FC0037  USGS QUAD   -  LOUDON (1984)
 FC0037
 FC0037                         *CURRENT SURVEY CONTROL
 FC0037  ___________________________________________________________________
 FC0037* NAD 83(1986)-  35 42 39.     (N)    084 21 53.     (W)     SCALED    
 FC0037* NAVD 88     -       256.135  (meters)     840.34   (feet)  ADJUSTED  
 FC0037  ___________________________________________________________________
 FC0037  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FC0037  DYNAMIC HT  -         255.890 (meters)     839.53  (feet)  COMP
 FC0037  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 FC0037
 FC0037  VERT ORDER  -  FIRST     CLASS I
 FC0037
 FC0037.The horizontal coordinates were scaled from a topographic map and have
 FC0037.an estimated accuracy of +/- 6 seconds.
 FC0037
 FC0037.The orthometric height was determined by differential leveling
 FC0037.and adjusted by the National Geodetic Survey in June 1991..
 FC0037
 FC0037.The geoid height was determined by GEOID03.
 FC0037
 FC0037.The dynamic height is computed by dividing the NAVD 88
 FC0037.geopotential number by the normal gravity value computed on the
 FC0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0037.degrees latitude (g = 980.6199 gals.).
 FC0037
 FC0037.The modeled gravity was interpolated from observed gravity values.
 FC0037
 FC0037;                    North         East    Units  Estimated Accuracy
 FC0037;SPC TN       -   154,070.      747,970.      MT  (+/- 180 meters Scaled)
 FC0037
 FC0037                          SUPERSEDED SURVEY CONTROL
 FC0037
 FC0037  NGVD 29 (??/??/92)  256.227  (m)          840.64   (f) ADJ UNCH    1 1
 FC0037
 FC0037.Superseded values are not recommended for survey control.
 FC0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0037.See file dsdata.txt to determine how the superseded data were derived.
 FC0037
 FC0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE384550(NAD 83)
 FC0037_MARKER: DB = BENCH MARK DISK
 FC0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0037_SP_SET: CULVERT
 FC0037_STAMPING: H 259 1968
 FC0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0037
 FC0037  HISTORY     - Date     Condition        Report By
 FC0037  HISTORY     - 1968     MONUMENTED       CGS
 FC0037
 FC0037                          STATION DESCRIPTION
 FC0037
 FC0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0037'2.6 MI NE FROM PHILADELPHIA.
 FC0037'ABOUT 2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SUNRISE
 FC0037'MOTEL AT PHILADELPHIA, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 FC0037'EXTENDING NORTH AND SOUTHWEST, SET IN THE TOP OF THE NORTHEAST
 FC0037'END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT
 FC0037'UNDER THE HIGHWAY, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC0037'HIGHWAY, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL
 FC0037'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0109 ***********************************************************************
 FC0109  DESIGNATION -  H 260
 FC0109  PID         -  FC0109
 FC0109  STATE/COUNTY-  TN/KNOX
 FC0109  USGS QUAD   -  BEARDEN (1990)
 FC0109
 FC0109                         *CURRENT SURVEY CONTROL
 FC0109  ___________________________________________________________________
 FC0109* NAD 83(1986)-  35 54 16.     (N)    084 02 51.     (W)     SCALED    
 FC0109* NAVD 88     -       287.633  (meters)     943.68   (feet)  ADJUSTED  
 FC0109  ___________________________________________________________________
 FC0109  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FC0109  DYNAMIC HT  -         287.365 (meters)     942.80  (feet)  COMP
 FC0109  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 FC0109
 FC0109  VERT ORDER  -  FIRST     CLASS I
 FC0109
 FC0109.The horizontal coordinates were scaled from a topographic map and have
 FC0109.an estimated accuracy of +/- 6 seconds.
 FC0109
 FC0109.The orthometric height was determined by differential leveling
 FC0109.and adjusted by the National Geodetic Survey in June 1991..
 FC0109
 FC0109.The geoid height was determined by GEOID03.
 FC0109
 FC0109.The dynamic height is computed by dividing the NAVD 88
 FC0109.geopotential number by the normal gravity value computed on the
 FC0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0109.degrees latitude (g = 980.6199 gals.).
 FC0109
 FC0109.The modeled gravity was interpolated from observed gravity values.
 FC0109
 FC0109;                    North         East    Units  Estimated Accuracy
 FC0109;SPC TN       -   176,070.      776,240.      MT  (+/- 180 meters Scaled)
 FC0109
 FC0109                          SUPERSEDED SURVEY CONTROL
 FC0109
 FC0109  NGVD 29 (??/??/92)  287.767  (m)          944.12   (f) ADJ UNCH    1 1
 FC0109
 FC0109.Superseded values are not recommended for survey control.
 FC0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0109.See file dsdata.txt to determine how the superseded data were derived.
 FC0109
 FC0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE664773(NAD 83)
 FC0109_MARKER: DB = BENCH MARK DISK
 FC0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0109_SP_SET: CULVERT
 FC0109_STAMPING: H 260 1968
 FC0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0109
 FC0109  HISTORY     - Date     Condition        Report By
 FC0109  HISTORY     - 1968     MONUMENTED       CGS
 FC0109
 FC0109                          STATION DESCRIPTION
 FC0109
 FC0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0109'3.1 MI SW FROM BEARDEN.
 FC0109'ABOUT 3.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0109'RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.2 MILE SOUTHWEST
 FC0109'OF MILEPOST 139, NEAR THE JUNCTION OF WESTLAND DRIVE AND SANFORD
 FC0109'DAY ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 FC0109'HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT UNDER WESTLAND DRIVE
 FC0109'WHICH IS ON SOLID ROCK, 43.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FC0109'11 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE, 1.5 FEET
 FC0109'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, ABOUT 1 FOOT
 FC0109'ABOVE THE LEVEL OF THE ROAD AND ABOUT 12 FEET BELOW THE LEVEL OF
 FC0109'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0329 ***********************************************************************
 FF0329  DESIGNATION -  H 261
 FF0329  PID         -  FF0329
 FF0329  STATE/COUNTY-  TN/SHELBY
 FF0329  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0329
 FF0329                         *CURRENT SURVEY CONTROL
 FF0329  ___________________________________________________________________
 FF0329* NAD 83(1986)-  35 10 50.     (N)    090 02 26.     (W)     SCALED    
 FF0329* NAVD 88     -        73.712  (meters)     241.84   (feet)  ADJUSTED  
 FF0329  ___________________________________________________________________
 FF0329  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0329  DYNAMIC HT  -          73.645 (meters)     241.62  (feet)  COMP
 FF0329  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 FF0329
 FF0329  VERT ORDER  -  FIRST     CLASS I
 FF0329
 FF0329.The horizontal coordinates were scaled from a topographic map and have
 FF0329.an estimated accuracy of +/- 6 seconds.
 FF0329
 FF0329.The orthometric height was determined by differential leveling
 FF0329.and adjusted by the National Geodetic Survey in June 1991..
 FF0329
 FF0329.The geoid height was determined by GEOID03.
 FF0329
 FF0329.The dynamic height is computed by dividing the NAVD 88
 FF0329.geopotential number by the normal gravity value computed on the
 FF0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0329.degrees latitude (g = 980.6199 gals.).
 FF0329
 FF0329.The modeled gravity was interpolated from observed gravity values.
 FF0329
 FF0329;                    North         East    Units  Estimated Accuracy
 FF0329;SPC TN       -   101,600.      232,060.      MT  (+/- 180 meters Scaled)
 FF0329
 FF0329                          SUPERSEDED SURVEY CONTROL
 FF0329
 FF0329  NGVD 29 (??/??/??)   73.672  (m)          241.71   (f) ADJUSTED    1 1
 FF0329
 FF0329.Superseded values are not recommended for survey control.
 FF0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0329.See file dsdata.txt to determine how the superseded data were derived.
 FF0329
 FF0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695970(NAD 83)
 FF0329_MARKER: DB = BENCH MARK DISK
 FF0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0329_STAMPING: H 261 1974
 FF0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0329+STABILITY: SURFACE MOTION
 FF0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0329+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0329
 FF0329  HISTORY     - Date     Condition        Report By
 FF0329  HISTORY     - 1974     MONUMENTED       NGS
 FF0329  HISTORY     - 19940912 GOOD             TN1620
 FF0329  HISTORY     - 20021024 GOOD             USACE
 FF0329
 FF0329                          STATION DESCRIPTION
 FF0329
 FF0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0329'AT MEMPHIS.
 FF0329'AT MEMPHIS, IN THE NORTHWEST PART OF THE CITY, 63 FEET NORTH OF THE
 FF0329'CENTER OF THE CROSSING OF MAIN TRACK OF ILLINOIS CENTRAL RAILROAD
 FF0329'AND PLUM STREET, 31 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL
 FF0329'OF MAIN TRACK, 51.2 FEET NORTH-NORTHEAST OF A PIPE CORNER POST IN
 FF0329'A CHAIN LINK FENCE, 6.3 FEET WEST-NORTHWEST OF A SIDE TRACK, 6.7
 FF0329'FEET SOUTH-SOUTHWEST OF A SIGNAL CONTROL BOX, 3.7 FEET SOUTHEAST OF
 FF0329'A CHAIN LINK FENCE, SET IN TOP AND CENTER OF A 3 1/2 FOOT BY 3 1/2
 FF0329'FOOT ABANDONED CONCRETE FOUNDATION AND PROJECTING 12-INCHES
 FF0329'ABOVE GROUND, 1 1/2 FEET ABOVE RAILS.
 FF0329
 FF0329                          STATION RECOVERY (1994)
 FF0329
 FF0329'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (SB)
 FF0329'RECOVERED IN GOOD CONDITION.
 FF0329
 FF0329                          STATION RECOVERY (2002)
 FF0329
 FF0329'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0329'EXCELLENT CANDIDATE FOR GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1325 ***********************************************************************
 FE1325  DESIGNATION -  H 262
 FE1325  PID         -  FE1325
 FE1325  STATE/COUNTY-  TN/TIPTON
 FE1325  USGS QUAD   -  MUNFORD (1983)
 FE1325
 FE1325                         *CURRENT SURVEY CONTROL
 FE1325  ___________________________________________________________________
 FE1325* NAD 83(1986)-  35 26 56.     (N)    089 48 54.     (W)     SCALED    
 FE1325* NAVD 88     -       135.522  (meters)     444.63   (feet)  ADJUSTED  
 FE1325  ___________________________________________________________________
 FE1325  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1325  DYNAMIC HT  -         135.403 (meters)     444.23  (feet)  COMP
 FE1325  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 FE1325
 FE1325  VERT ORDER  -  FIRST     CLASS I
 FE1325
 FE1325.The horizontal coordinates were scaled from a topographic map and have
 FE1325.an estimated accuracy of +/- 6 seconds.
 FE1325
 FE1325.The orthometric height was determined by differential leveling
 FE1325.and adjusted by the National Geodetic Survey in June 1991..
 FE1325
 FE1325.The geoid height was determined by GEOID03.
 FE1325
 FE1325.The dynamic height is computed by dividing the NAVD 88
 FE1325.geopotential number by the normal gravity value computed on the
 FE1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1325.degrees latitude (g = 980.6199 gals.).
 FE1325
 FE1325.The modeled gravity was interpolated from observed gravity values.
 FE1325
 FE1325;                    North         East    Units  Estimated Accuracy
 FE1325;SPC TN       -   130,520.      253,750.      MT  (+/- 180 meters Scaled)
 FE1325
 FE1325                          SUPERSEDED SURVEY CONTROL
 FE1325
 FE1325  NGVD 29 (??/??/??)  135.496  (m)          444.54   (f) ADJUSTED    1 1
 FE1325
 FE1325.Superseded values are not recommended for survey control.
 FE1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1325.See file dsdata.txt to determine how the superseded data were derived.
 FE1325
 FE1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE445264(NAD 83)
 FE1325_MARKER: DB = BENCH MARK DISK
 FE1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1325_SP_SET: BUILDING
 FE1325_STAMPING: H 262 1974
 FE1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1325+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1325
 FE1325  HISTORY     - Date     Condition        Report By
 FE1325  HISTORY     - 1974     MONUMENTED       NGS
 FE1325  HISTORY     - 1974     GOOD             NGS
 FE1325  HISTORY     - 20021003 GOOD             USACE
 FE1325
 FE1325                          STATION DESCRIPTION
 FE1325
 FE1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1325'AT MUNFORD.
 FE1325'AT MUNFORD, AT THE MUNFORD PRESBYTERIAN CHURCH, WHICH IS ON THE
 FE1325'INSIDE OF A SHARP CURVE IN THE EAST-WEST ROAD THROUGH TOWN, 24.8
 FE1325'FEET WEST OF THE CURB LINE, 13 FEET SOUTH OF THE SOUTH CURB LINE
 FE1325'OF ROAD LEADING WEST FROM MUNFORD TO DRUMMOND AND NORTHWEST TO
 FE1325'RANDOLPH, SET VERTICALLY IN THE NORTH BRICK WALL OF CHURCH, 1
 FE1325'FOOT WEST OF THE NORTHEAST CORNER OF BUILDING, 2.1 FOOT ABOVE
 FE1325'GROUND.
 FE1325
 FE1325                          STATION RECOVERY (2002)
 FE1325
 FE1325'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1771 ***********************************************************************
 FE1771  DESIGNATION -  H 263
 FE1771  PID         -  FE1771
 FE1771  STATE/COUNTY-  TN/LAUDERDALE
 FE1771  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1771
 FE1771                         *CURRENT SURVEY CONTROL
 FE1771  ___________________________________________________________________
 FE1771* NAD 83(1986)-  35 44 22.     (N)    089 33 23.     (W)     SCALED    
 FE1771* NAVD 88     -        98.999  (meters)     324.80   (feet)  ADJUSTED  
 FE1771  ___________________________________________________________________
 FE1771  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1771  DYNAMIC HT  -          98.914 (meters)     324.52  (feet)  COMP
 FE1771  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 FE1771
 FE1771  VERT ORDER  -  FIRST     CLASS I
 FE1771
 FE1771.The horizontal coordinates were scaled from a topographic map and have
 FE1771.an estimated accuracy of +/- 6 seconds.
 FE1771
 FE1771.The orthometric height was determined by differential leveling
 FE1771.and adjusted by the National Geodetic Survey in June 1991..
 FE1771
 FE1771.The geoid height was determined by GEOID03.
 FE1771
 FE1771.The dynamic height is computed by dividing the NAVD 88
 FE1771.geopotential number by the normal gravity value computed on the
 FE1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1771.degrees latitude (g = 980.6199 gals.).
 FE1771
 FE1771.The modeled gravity was interpolated from observed gravity values.
 FE1771
 FE1771;                    North         East    Units  Estimated Accuracy
 FE1771;SPC TN       -   161,850.      278,380.      MT  (+/- 180 meters Scaled)
 FE1771
 FE1771                          SUPERSEDED SURVEY CONTROL
 FE1771
 FE1771  NGVD 29 (??/??/??)   98.958  (m)          324.66   (f) ADJUSTED    1 1
 FE1771
 FE1771.Superseded values are not recommended for survey control.
 FE1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1771.See file dsdata.txt to determine how the superseded data were derived.
 FE1771
 FE1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE688580(NAD 83)
 FE1771_MARKER: DB = BENCH MARK DISK
 FE1771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1771_SP_SET: CULVERT
 FE1771_STAMPING: H 263 1974
 FE1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1771+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1771
 FE1771  HISTORY     - Date     Condition        Report By
 FE1771  HISTORY     - 1974     MONUMENTED       NGS
 FE1771  HISTORY     - 20020807 GOOD             USACE
 FE1771
 FE1771                          STATION DESCRIPTION
 FE1771
 FE1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1771'2.4 MI W FROM RIPLEY.
 FE1771'ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE
 FE1771'COUNTY COURTHOUSE AT RIPLEY, THENCE 1.1 MILES SOUTH-SOUTHWEST
 FE1771'ALONG NEW U.S. HIGHWAY 51 4 LANES, AT A LARGE 16 FT X 12 FT BOX
 FE1771'CULVERT OVER HYDE CREEK, 62.5 FEET NORTHWEST OF THE CENTER
 FE1771'LINE OF THE NORTHWEST LANE OF THE HIGHWAY, 36.5 FEET NORTHWEST
 FE1771'OF A STEEL GUARD RAIL, SET IN TOP AND CENTER OF THE NORTH
 FE1771'CONCRETE HEADWALL OF CULVERT (HEADWALL ANGLES UNDER HIGHWAY), 3
 FE1771'FEET BELOW HIGHWAY.
 FE1771
 FE1771                          STATION RECOVERY (2002)
 FE1771
 FE1771'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0962 ***********************************************************************
 FE0962  DESIGNATION -  H 264
 FE0962  PID         -  FE0962
 FE0962  STATE/COUNTY-  TN/LAUDERDALE
 FE0962  USGS QUAD   -  FOWLKES (1983)
 FE0962
 FE0962                         *CURRENT SURVEY CONTROL
 FE0962  ___________________________________________________________________
 FE0962* NAD 83(1986)-  35 54 29.     (N)    089 29 11.     (W)     SCALED    
 FE0962* NAVD 88     -       104.106  (meters)     341.55   (feet)  ADJUSTED  
 FE0962  ___________________________________________________________________
 FE0962  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE0962  DYNAMIC HT  -         104.017 (meters)     341.26  (feet)  COMP
 FE0962  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 FE0962
 FE0962  VERT ORDER  -  FIRST     CLASS I
 FE0962
 FE0962.The horizontal coordinates were scaled from a topographic map and have
 FE0962.an estimated accuracy of +/- 6 seconds.
 FE0962
 FE0962.The orthometric height was determined by differential leveling
 FE0962.and adjusted by the National Geodetic Survey in June 1991..
 FE0962
 FE0962.The geoid height was determined by GEOID03.
 FE0962
 FE0962.The dynamic height is computed by dividing the NAVD 88
 FE0962.geopotential number by the normal gravity value computed on the
 FE0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0962.degrees latitude (g = 980.6199 gals.).
 FE0962
 FE0962.The modeled gravity was interpolated from observed gravity values.
 FE0962
 FE0962;                    North         East    Units  Estimated Accuracy
 FE0962;SPC TN       -   180,320.      285,370.      MT  (+/- 180 meters Scaled)
 FE0962
 FE0962                          SUPERSEDED SURVEY CONTROL
 FE0962
 FE0962  NGVD 29 (??/??/??)  104.048  (m)          341.36   (f) ADJUSTED    1 1
 FE0962
 FE0962.Superseded values are not recommended for survey control.
 FE0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0962.See file dsdata.txt to determine how the superseded data were derived.
 FE0962
 FE0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE756766(NAD 83)
 FE0962_MARKER: DB = BENCH MARK DISK
 FE0962_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0962_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0962_STAMPING: H 264 1974
 FE0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0962+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0962
 FE0962  HISTORY     - Date     Condition        Report By
 FE0962  HISTORY     - 1974     MONUMENTED       NGS
 FE0962  HISTORY     - 20020804 GOOD             USACE
 FE0962
 FE0962                          STATION DESCRIPTION
 FE0962
 FE0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0962'5.8 MI W FROM HALLS.
 FE0962'ABOUT 5.75 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0962'BAPTIST CHURCH AT HALLS, ALSO ABOUT 0.75 MILE EAST OF A SMALL
 FE0962'COMMUNITY OF PORTER GAP, AT A POWERLINE CROSSING WITH A SPUR LINE
 FE0962'LEADING SOUTH FROM A POWER POLE, ABOUT 0.30 MILE WEST OF THE
 FE0962'JUNCTION OF A PAVED ROAD LEADING NORTH, 33.3 FEET NORTH OF THE
 FE0962'CENTER LINE OF THE HIGHWAY, 3.7 FEET EAST OF A POWER POLE WITH
 FE0962'GUY WIRE, 1.4 FOOT SOUTH OF A FENCE LINE, 2.5 FEET BELOW LEVEL
 FE0962'OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL
 FE0962'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.3 FOOT
 FE0962'BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING
 FE0962'0.1 FOOT.
 FE0962
 FE0962                          STATION RECOVERY (2002)
 FE0962
 FE0962'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1147 ***********************************************************************
 GD1147  DESIGNATION -  H 265
 GD1147  PID         -  GD1147
 GD1147  STATE/COUNTY-  TN/LAKE
 GD1147  USGS QUAD   -  RIDGELY (1981)
 GD1147
 GD1147                         *CURRENT SURVEY CONTROL
 GD1147  ___________________________________________________________________
 GD1147* NAD 83(1986)-  36 15 44.     (N)    089 28 42.     (W)     SCALED    
 GD1147* NAVD 88     -        89.105  (meters)     292.34   (feet)  ADJUSTED  
 GD1147  ___________________________________________________________________
 GD1147  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1147  DYNAMIC HT  -          89.032 (meters)     292.10  (feet)  COMP
 GD1147  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GD1147
 GD1147  VERT ORDER  -  FIRST     CLASS I
 GD1147
 GD1147.The horizontal coordinates were scaled from a topographic map and have
 GD1147.an estimated accuracy of +/- 6 seconds.
 GD1147
 GD1147.The orthometric height was determined by differential leveling
 GD1147.and adjusted by the National Geodetic Survey in June 1991..
 GD1147
 GD1147.The geoid height was determined by GEOID03.
 GD1147
 GD1147.The dynamic height is computed by dividing the NAVD 88
 GD1147.geopotential number by the normal gravity value computed on the
 GD1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1147.degrees latitude (g = 980.6199 gals.).
 GD1147
 GD1147.The modeled gravity was interpolated from observed gravity values.
 GD1147
 GD1147;                    North         East    Units  Estimated Accuracy
 GD1147;SPC TN       -   219,570.      287,500.      MT  (+/- 180 meters Scaled)
 GD1147
 GD1147                          SUPERSEDED SURVEY CONTROL
 GD1147
 GD1147  NGVD 29 (??/??/??)   89.028  (m)          292.09   (f) ADJUSTED    1 1
 GD1147
 GD1147.Superseded values are not recommended for survey control.
 GD1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1147.See file dsdata.txt to determine how the superseded data were derived.
 GD1147
 GD1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF773158(NAD 83)
 GD1147_MARKER: DB = BENCH MARK DISK
 GD1147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1147_SP_SET: 48 FEET
 GD1147_STAMPING: H 265 1974
 GD1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1147+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 GD1147
 GD1147  HISTORY     - Date     Condition        Report By
 GD1147  HISTORY     - 1974     MONUMENTED       NGS
 GD1147  HISTORY     - 1976     GOOD             NGS
 GD1147  HISTORY     - 20020802 GOOD             USACE
 GD1147
 GD1147                          STATION DESCRIPTION
 GD1147
 GD1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1147'IN RIDGELY.
 GD1147'AT RIDGELY, IN THE LAWN AND ON THE SOUTH SIDE OF THE LAKE COUNTY
 GD1147'HIGHWAY COMMISSION OFFICE BUILDING, 63.1 FEET WEST OF THE CENTER LINE
 GD1147'OF STATE HIGHWAY 78 (ALSO HEADEN DRIVE), 60.4 FEET NORTH OF THE CENTER
 GD1147'LINE OF POPLAR STREET, 38.5 FEET NORTH-NORTHWEST OF A POWER POLE WITH
 GD1147'TWO TRANSFORMERS AND THREE GUY WIRES, 13.7 FEET EAST-SOUTHEAST OF THE
 GD1147'SOUTHWEST CORNER OF THE HIGHWAY COMMISSION OFFICE BUILDING, 5.8 FEET
 GD1147'SOUTHWEST OF THE SOUTHEAST CORNER OF HIGHWAY COMMISSION OFFICE
 GD1147'BUILDING, 3.3 FEET SOUTH OF THE SOUTH FACE OF THE HIGHWAY COMMISSION
 GD1147'OFFICE BUILDING, ABOUT LEVEL WITH THE HIGHWAY AND ON TOP OF A COPPER
 GD1147'COATED STEEL ROD, 0.1 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH
 GD1147'PLASTIC PIPE 0.1 FOOT BELOW GROUND. THE ROD WAS DRIVEN TO A DEPTH OF
 GD1147'48 FEET.
 GD1147
 GD1147                          STATION RECOVERY (1976)
 GD1147
 GD1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1147'RECOVERED IN GOOD CONDITION.
 GD1147
 GD1147                          STATION RECOVERY (2002)
 GD1147
 GD1147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1088 ***********************************************************************
 FD1088  DESIGNATION -  H 27
 FD1088  PID         -  FD1088
 FD1088  STATE/COUNTY-  TN/HUMPHREYS
 FD1088  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1088
 FD1088                         *CURRENT SURVEY CONTROL
 FD1088  ___________________________________________________________________
 FD1088* NAD 83(1986)-  35 54 26.     (N)    087 49 28.     (W)     SCALED    
 FD1088* NAVD 88     -       138.100  (meters)     453.08   (feet)  ADJUSTED  
 FD1088  ___________________________________________________________________
 FD1088  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FD1088  DYNAMIC HT  -         137.981 (meters)     452.69  (feet)  COMP
 FD1088  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 FD1088
 FD1088  VERT ORDER  -  SECOND    CLASS 0
 FD1088
 FD1088.The horizontal coordinates were scaled from a topographic map and have
 FD1088.an estimated accuracy of +/- 6 seconds.
 FD1088
 FD1088.The orthometric height was determined by differential leveling
 FD1088.and adjusted by the National Geodetic Survey in June 1991..
 FD1088
 FD1088.The geoid height was determined by GEOID03.
 FD1088
 FD1088.The dynamic height is computed by dividing the NAVD 88
 FD1088.geopotential number by the normal gravity value computed on the
 FD1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1088.degrees latitude (g = 980.6199 gals.).
 FD1088
 FD1088.The modeled gravity was interpolated from observed gravity values.
 FD1088
 FD1088;                    North         East    Units  Estimated Accuracy
 FD1088;SPC TN       -   176,160.      435,330.      MT  (+/- 180 meters Scaled)
 FD1088
 FD1088                          SUPERSEDED SURVEY CONTROL
 FD1088
 FD1088  NGVD 29 (??/??/92)  138.134  (m)          453.19   (f) ADJ UNCH    2 0
 FD1088
 FD1088.Superseded values are not recommended for survey control.
 FD1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1088.See file dsdata.txt to determine how the superseded data were derived.
 FD1088
 FD1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE256739(NAD 83)
 FD1088_MARKER: DB = BENCH MARK DISK
 FD1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1088_STAMPING: H 27 1934
 FD1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1088+STABILITY: SURFACE MOTION
 FD1088
 FD1088  HISTORY     - Date     Condition        Report By
 FD1088  HISTORY     - 1934     MONUMENTED       CGS
 FD1088  HISTORY     - 1973     GOOD             TVA
 FD1088
 FD1088                          STATION DESCRIPTION
 FD1088
 FD1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1088'2 MI N FROM BUFFALO.
 FD1088'2.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 FD1088'BUFFALO, HUMPHREYS COUNTY, 60 FEET EAST OF THE CENTERLINE OF
 FD1088'THE HIGHWAY, 50 FEET SOUTHWEST OF A HOUSE, 18 FEET NORTHWEST OF
 FD1088'AN 18-INCH OAK TREE, 15 FEET SOUTHEAST OF A 20-INCH OAK TREE,
 FD1088'AND 1 FOOT WEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 FD1088'YARD.  A STANDARD DISK STAMPED H 27 1934 AND SET IN THE TOP
 FD1088'OF A CONCRETE POST.  NOTE-- 44.7 FEET N 20 W FROM 24 INCH RED
 FD1088'OAK 22.7 FEET S 25 E FROM 20 INCH POST OAK USC AND GS POST AND
 FD1088'SIGN SET 1.5 FEET WEST OF MON. OLD HOUSE ABANDONED.
 FD1088
 FD1088                          STATION RECOVERY (1973)
 FD1088
 FD1088'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1334 ***********************************************************************
 GC1334  DESIGNATION -  H 28
 GC1334  PID         -  GC1334
 GC1334  STATE/COUNTY-  TN/CHEATHAM
 GC1334  USGS QUAD   -  WHITE BLUFF (1983)
 GC1334
 GC1334                         *CURRENT SURVEY CONTROL
 GC1334  ___________________________________________________________________
 GC1334* NAD 83(1986)-  36 05 33.     (N)    087 09 34.     (W)     SCALED    
 GC1334* NAVD 88     -       181.786  (meters)     596.41   (feet)  ADJUSTED  
 GC1334  ___________________________________________________________________
 GC1334  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GC1334  DYNAMIC HT  -         181.631 (meters)     595.90  (feet)  COMP
 GC1334  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 GC1334
 GC1334  VERT ORDER  -  FIRST     CLASS II
 GC1334
 GC1334.The horizontal coordinates were scaled from a topographic map and have
 GC1334.an estimated accuracy of +/- 6 seconds.
 GC1334
 GC1334.The orthometric height was determined by differential leveling
 GC1334.and adjusted by the National Geodetic Survey in June 1991..
 GC1334
 GC1334.The geoid height was determined by GEOID03.
 GC1334
 GC1334.The dynamic height is computed by dividing the NAVD 88
 GC1334.geopotential number by the normal gravity value computed on the
 GC1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1334.degrees latitude (g = 980.6199 gals.).
 GC1334
 GC1334.The modeled gravity was interpolated from observed gravity values.
 GC1334
 GC1334;                    North         East    Units  Estimated Accuracy
 GC1334;SPC TN       -   195,800.      495,590.      MT  (+/- 180 meters Scaled)
 GC1334
 GC1334                          SUPERSEDED SURVEY CONTROL
 GC1334
 GC1334  NGVD 29 (??/??/92)  181.805  (m)          596.47   (f) ADJ UNCH    1 2
 GC1334
 GC1334.Superseded values are not recommended for survey control.
 GC1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1334.See file dsdata.txt to determine how the superseded data were derived.
 GC1334
 GC1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE856942(NAD 83)
 GC1334_MARKER: DB = BENCH MARK DISK
 GC1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1334_STAMPING: 596.741 H 28 1934
 GC1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1334+STABILITY: SURFACE MOTION
 GC1334
 GC1334  HISTORY     - Date     Condition        Report By
 GC1334  HISTORY     - 1934     MONUMENTED       CGS
 GC1334  HISTORY     - 1948     GOOD             NGS
 GC1334
 GC1334                          STATION DESCRIPTION
 GC1334
 GC1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1334'0.6 MI W FROM CRAGGIE HOPE.
 GC1334'0.65 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1334'RAILWAY FROM THE STATION AND ROAD CROSSING AT CRAGGIE HOPE,
 GC1334'26 1/2 POLES WEST OF MILE POST 26, 5 3/4 RAILS EAST OF A SIGN
 GC1334'MARKED 30, 30 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, ON THE
 GC1334'NORTH SLOPE OF A HILL, 6 RAILS EAST OF THE EAST END OF A LONG
 GC1334'DEEP ROCK CUT, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GC1334'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1334'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0734 ***********************************************************************
 FD0734  DESIGNATION -  H 29
 FD0734  PID         -  FD0734
 FD0734  STATE/COUNTY-  TN/HICKMAN
 FD0734  USGS QUAD   -  SUNRISE (1979)
 FD0734
 FD0734                         *CURRENT SURVEY CONTROL
 FD0734  ___________________________________________________________________
 FD0734* NAD 83(1986)-  35 39 29.     (N)    087 29 57.     (W)     SCALED    
 FD0734* NAVD 88     -       207.928  (meters)     682.18   (feet)  ADJUSTED  
 FD0734  ___________________________________________________________________
 FD0734  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0734  DYNAMIC HT  -         207.741 (meters)     681.56  (feet)  COMP
 FD0734  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 FD0734
 FD0734  VERT ORDER  -  SECOND    CLASS 0
 FD0734
 FD0734.The horizontal coordinates were scaled from a topographic map and have
 FD0734.an estimated accuracy of +/- 6 seconds.
 FD0734
 FD0734.The orthometric height was determined by differential leveling
 FD0734.and adjusted by the National Geodetic Survey in June 1991..
 FD0734
 FD0734.The geoid height was determined by GEOID03.
 FD0734
 FD0734.The dynamic height is computed by dividing the NAVD 88
 FD0734.geopotential number by the normal gravity value computed on the
 FD0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0734.degrees latitude (g = 980.6199 gals.).
 FD0734
 FD0734.The modeled gravity was interpolated from observed gravity values.
 FD0734
 FD0734;                    North         East    Units  Estimated Accuracy
 FD0734;SPC TN       -   148,020.      464,260.      MT  (+/- 180 meters Scaled)
 FD0734
 FD0734                          SUPERSEDED SURVEY CONTROL
 FD0734
 FD0734  NGVD 29 (??/??/92)  207.910  (m)          682.12   (f) ADJ UNCH    2 0
 FD0734
 FD0734.Superseded values are not recommended for survey control.
 FD0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0734.See file dsdata.txt to determine how the superseded data were derived.
 FD0734
 FD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE548461(NAD 83)
 FD0734_MARKER: DB = BENCH MARK DISK
 FD0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0734_STAMPING: H 29 1934
 FD0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0734+STABILITY: SURFACE MOTION
 FD0734
 FD0734  HISTORY     - Date     Condition        Report By
 FD0734  HISTORY     - 1934     MONUMENTED       CGS
 FD0734
 FD0734                          STATION DESCRIPTION
 FD0734
 FD0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0734'0.3 MI N FROM AETNA.
 FD0734'0.3 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0734'RAILWAY FROM AETNA, HICKMAN COUNTY, 8-1/4 RAILS SOUTH OF MILEPOST
 FD0734'42, 2-1/2 RAILS SOUTH OF A DERAIL SWITCH, 27 FEET EAST OF THE
 FD0734'CENTERLINE OF THE TRACK, AND 3 FEET NORTH OF TELEPHONE POLE
 FD0734'3334.  A STANDARD DISK STAMPED H 29 1934 AND SET IN THE TOP
 FD0734'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2403 ***********************************************************************
 FB2403  DESIGNATION -  H 292
 FB2403  PID         -  FB2403
 FB2403  STATE/COUNTY-  TN/KNOX
 FB2403  USGS QUAD   -  KNOXVILLE (1978)
 FB2403
 FB2403                         *CURRENT SURVEY CONTROL
 FB2403  ___________________________________________________________________
 FB2403* NAD 83(1986)-  35 52 59.     (N)    083 56 15.     (W)     SCALED    
 FB2403* NAVD 88     -       287.859  (meters)     944.42   (feet)  ADJUSTED  
 FB2403  ___________________________________________________________________
 FB2403  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FB2403  DYNAMIC HT  -         287.592 (meters)     943.54  (feet)  COMP
 FB2403  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FB2403
 FB2403  VERT ORDER  -  FIRST     CLASS II
 FB2403
 FB2403.The horizontal coordinates were scaled from a topographic map and have
 FB2403.an estimated accuracy of +/- 6 seconds.
 FB2403
 FB2403.The orthometric height was determined by differential leveling
 FB2403.and adjusted by the National Geodetic Survey in June 1991..
 FB2403
 FB2403.The geoid height was determined by GEOID03.
 FB2403
 FB2403.The dynamic height is computed by dividing the NAVD 88
 FB2403.geopotential number by the normal gravity value computed on the
 FB2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2403.degrees latitude (g = 980.6199 gals.).
 FB2403
 FB2403.The modeled gravity was interpolated from observed gravity values.
 FB2403
 FB2403;                    North         East    Units  Estimated Accuracy
 FB2403;SPC TN       -   173,900.      786,210.      MT  (+/- 180 meters Scaled)
 FB2403
 FB2403                          SUPERSEDED SURVEY CONTROL
 FB2403
 FB2403  NGVD 29 (12/12/91)  287.992  (m)          944.85   (f) ADJUSTED    1 2
 FB2403
 FB2403.Superseded values are not recommended for survey control.
 FB2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2403.See file dsdata.txt to determine how the superseded data were derived.
 FB2403
 FB2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV348749(NAD 83)
 FB2403_MARKER: I = METAL ROD
 FB2403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2403_SP_SET: STAINLESS STEEL ROD
 FB2403_STAMPING: H 292 1983
 FB2403_MARK LOGO: NGS   
 FB2403_PROJECTION: FLUSH
 FB2403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2403_ROD/PIPE-DEPTH: 8.5  meters
 FB2403
 FB2403  HISTORY     - Date     Condition        Report By
 FB2403  HISTORY     - 1983     MONUMENTED       NGS
 FB2403
 FB2403                          STATION DESCRIPTION
 FB2403
 FB2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2403'9.0 KM (5.6 MI) SW FROM SOUTH KNOXVILLE.
 FB2403'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2403'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2403'KNOXVILLE, THENCE 7.4 KM (4.6 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2403'(MARYVILLE PIKE) TO THE ENTRANCE TO ARROW HEAD ESTATES AND THE MARK ON
 FB2403'THE LEFT, 16.45 METERS (54.0 FT) EAST OF THE CENTERLINE OF THE
 FB2403'HIGHWAY, 1.98 METERS (6.5 FT) NORTH OF THE NORTH CURB OF THE SOUTH
 FB2403'ENTRANCE ROAD, 0.39 METER (1.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 FB2403'OF THE SOUTH BRICK PILLAR OF THE ARROW HEAD ESTATE SIGN.
 FB2403'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1512 ***********************************************************************
 EE1512  DESIGNATION -  H 293
 EE1512  PID         -  EE1512
 EE1512  STATE/COUNTY-  TN/MARION
 EE1512  USGS QUAD   -  NEW HOME (1982)
 EE1512
 EE1512                         *CURRENT SURVEY CONTROL
 EE1512  ___________________________________________________________________
 EE1512* NAD 83(1986)-  34 59 53.     (N)    085 35 17.     (W)     SCALED    
 EE1512* NAVD 88     -       194.747  (meters)     638.93   (feet)  ADJUSTED  
 EE1512  ___________________________________________________________________
 EE1512  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE1512  DYNAMIC HT  -         194.556 (meters)     638.31  (feet)  COMP
 EE1512  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EE1512
 EE1512  VERT ORDER  -  FIRST     CLASS II
 EE1512
 EE1512.The horizontal coordinates were scaled from a topographic map and have
 EE1512.an estimated accuracy of +/- 6 seconds.
 EE1512
 EE1512.The orthometric height was determined by differential leveling
 EE1512.and adjusted by the National Geodetic Survey in June 1991..
 EE1512
 EE1512.The geoid height was determined by GEOID03.
 EE1512
 EE1512.The dynamic height is computed by dividing the NAVD 88
 EE1512.geopotential number by the normal gravity value computed on the
 EE1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1512.degrees latitude (g = 980.6199 gals.).
 EE1512
 EE1512.The modeled gravity was interpolated from observed gravity values.
 EE1512
 EE1512;                    North         East    Units  Estimated Accuracy
 EE1512;SPC TN       -    73,830.      637,610.      MT  (+/- 180 meters Scaled)
 EE1512
 EE1512                          SUPERSEDED SURVEY CONTROL
 EE1512
 EE1512.No superseded survey control is available for this station.
 EE1512
 EE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD288737(NAD 83)
 EE1512_MARKER: I = METAL ROD
 EE1512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1512_SP_SET: STAINLESS STEEL ROD
 EE1512_STAMPING: H 293 1983
 EE1512_MARK LOGO: NGS   
 EE1512_PROJECTION: FLUSH
 EE1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1512_ROD/PIPE-DEPTH: 9.8  meters
 EE1512
 EE1512  HISTORY     - Date     Condition        Report By
 EE1512  HISTORY     - 1983     MONUMENTED       NGS
 EE1512
 EE1512                          STATION DESCRIPTION
 EE1512
 EE1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1512'7.0 KM (4.35 MI) SW FROM HALETOWN.
 EE1512'0.4 KM (0.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAYS 41, 64, AND 72 FROM
 EE1512'THE POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM
 EE1512'(0.45 MI) SOUTHERLY ALONG STATE HIGHWAYS 156 AND 134, THENCE 5.9 KM
 EE1512'(3.65 MI) WESTERLY ALONG STATE HIGHWAY 156, 7.40 METERS (24.3 FT)
 EE1512'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.70 METERS
 EE1512'(28.5 FT) SOUTH-SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD TRACKS
 EE1512'(SLOPE DISTANCE), AND 3.0 METERS (9.8 FT) SOUTH-SOUTHWEST OF A
 EE1512'POWERLINE POLE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EE1512'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 EE1512'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1646 ***********************************************************************
 FC1646  DESIGNATION -  H 294
 FC1646  PID         -  FC1646
 FC1646  STATE/COUNTY-  TN/BRADLEY
 FC1646  USGS QUAD   -  OOLTEWAH (1976)
 FC1646
 FC1646                         *CURRENT SURVEY CONTROL
 FC1646  ___________________________________________________________________
 FC1646* NAD 83(1986)-  35 06 25.     (N)    085 00 06.     (W)     SCALED    
 FC1646* NAVD 88     -       267.806  (meters)     878.63   (feet)  ADJUSTED  
 FC1646  ___________________________________________________________________
 FC1646  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FC1646  DYNAMIC HT  -         267.539 (meters)     877.75  (feet)  COMP
 FC1646  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 FC1646
 FC1646  VERT ORDER  -  FIRST     CLASS II
 FC1646
 FC1646.The horizontal coordinates were scaled from a topographic map and have
 FC1646.an estimated accuracy of +/- 6 seconds.
 FC1646
 FC1646.The orthometric height was determined by differential leveling
 FC1646.and adjusted by the National Geodetic Survey in June 1991..
 FC1646
 FC1646.The geoid height was determined by GEOID03.
 FC1646
 FC1646.The dynamic height is computed by dividing the NAVD 88
 FC1646.geopotential number by the normal gravity value computed on the
 FC1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1646.degrees latitude (g = 980.6199 gals.).
 FC1646
 FC1646.The modeled gravity was interpolated from observed gravity values.
 FC1646
 FC1646;                    North         East    Units  Estimated Accuracy
 FC1646;SPC TN       -    86,300.      691,020.      MT  (+/- 180 meters Scaled)
 FC1646
 FC1646                          SUPERSEDED SURVEY CONTROL
 FC1646
 FC1646.No superseded survey control is available for this station.
 FC1646
 FC1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD821867(NAD 83)
 FC1646_MARKER: I = METAL ROD
 FC1646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1646_SP_SET: STAINLESS STEEL ROD
 FC1646_STAMPING: H 294 1983
 FC1646_MARK LOGO: NGS   
 FC1646_PROJECTION: FLUSH
 FC1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1646_ROD/PIPE-DEPTH: 4.3  meters
 FC1646
 FC1646  HISTORY     - Date     Condition        Report By
 FC1646  HISTORY     - 1983     MONUMENTED       NGS
 FC1646
 FC1646                          STATION DESCRIPTION
 FC1646
 FC1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1646'1.6 KM (1.0 MI) WEST FROM MCDONALD.
 FC1646'1.6 KM (1.0 MI) WESTERLY ALONG U.S. HIGHWAY 64 AND 11 (SOUTH LEE
 FC1646'HIGHWAY) FROM THE POST OFFICE IN MCDONALD, SET AT THE SOUTHWEST ANGLE
 FC1646'OF A HIGHWAY TURNOUT, 27.34 METERS (89.7 FT) SOUTH OF THE CENTERLINE
 FC1646'OF THE HIGHWAY, 22.68 METERS (74.4 FT) EAST OF THE CENTER OF A PAVED
 FC1646'ROAD LEADING SOUTH, AND 19.20 METERS (63.0 FT) NORTH OF THE NORTH RAIL
 FC1646'OF RAILROAD TRACKS.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1646'THE MARK IS 0.8 METERS  ENE FROM A WITNESS POST.
 FC1646'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1602 ***********************************************************************
 FC1602  DESIGNATION -  H 295
 FC1602  PID         -  FC1602
 FC1602  STATE/COUNTY-  TN/BLOUNT
 FC1602  USGS QUAD   -  TALLASSEE (1985)
 FC1602
 FC1602                         *CURRENT SURVEY CONTROL
 FC1602  ___________________________________________________________________
 FC1602* NAD 83(1986)-  35 33 28.     (N)    084 05 21.     (W)     SCALED    
 FC1602* NAVD 88     -       260.475  (meters)     854.58   (feet)  ADJUSTED  
 FC1602  ___________________________________________________________________
 FC1602  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC1602  DYNAMIC HT  -         260.226 (meters)     853.76  (feet)  COMP
 FC1602  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC1602
 FC1602  VERT ORDER  -  FIRST     CLASS II
 FC1602
 FC1602.The horizontal coordinates were scaled from a topographic map and have
 FC1602.an estimated accuracy of +/- 6 seconds.
 FC1602
 FC1602.The orthometric height was determined by differential leveling
 FC1602.and adjusted by the National Geodetic Survey in June 1991..
 FC1602
 FC1602.The geoid height was determined by GEOID03.
 FC1602
 FC1602.The dynamic height is computed by dividing the NAVD 88
 FC1602.geopotential number by the normal gravity value computed on the
 FC1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1602.degrees latitude (g = 980.6199 gals.).
 FC1602
 FC1602.The modeled gravity was interpolated from observed gravity values.
 FC1602
 FC1602;                    North         East    Units  Estimated Accuracy
 FC1602;SPC TN       -   137,540.      773,230.      MT  (+/- 180 meters Scaled)
 FC1602
 FC1602                          SUPERSEDED SURVEY CONTROL
 FC1602
 FC1602  NGVD 29 (12/12/91)  260.589  (m)          854.95   (f) ADJUSTED    1 2
 FC1602
 FC1602.Superseded values are not recommended for survey control.
 FC1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1602.See file dsdata.txt to determine how the superseded data were derived.
 FC1602
 FC1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE638388(NAD 83)
 FC1602_MARKER: DB = BENCH MARK DISK
 FC1602_SETTING: 66 = SET IN ROCK OUTCROP
 FC1602_SP_SET: ROCK OUTCROP
 FC1602_STAMPING: H 295 1983
 FC1602_MARK LOGO: NGS   
 FC1602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1602+STABILITY: POSITION/ELEVATION WELL
 FC1602
 FC1602  HISTORY     - Date     Condition        Report By
 FC1602  HISTORY     - 1983     MONUMENTED       NGS
 FC1602
 FC1602                          STATION DESCRIPTION
 FC1602
 FC1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1602'3.6 KM (2.25 MI) NW FROM TALLASSEE.
 FC1602'3.6 KM (2.25 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1602'IN TALLASSEE TO THE MARK ON THE LEFT, 5.24 METERS (17.2 FT) WEST OF
 FC1602'THE CENTERLINE OF THE HIGHWAY, 15.91 METERS (52.2 FT) NORTHWEST AND
 FC1602'ACROSS THE HIGHWAY FROM UTILITY POLE 120 WITH 2 GUY WIRES.
 FC1602'THE MARK IS 1.04 METERS  SE FROM A WITNESS POST.
 FC1602'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2119 ***********************************************************************
 FE2119  DESIGNATION -  H 297
 FE2119  PID         -  FE2119
 FE2119  STATE/COUNTY-  TN/MCNAIRY
 FE2119  USGS QUAD   -  GUYS (1983)
 FE2119
 FE2119                         *CURRENT SURVEY CONTROL
 FE2119  ___________________________________________________________________
 FE2119* NAD 83(1986)-  35 04 22.     (N)    088 34 20.     (W)     SCALED    
 FE2119* NAVD 88     -       145.034  (meters)     475.83   (feet)  ADJUSTED  
 FE2119  ___________________________________________________________________
 FE2119  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE2119  DYNAMIC HT  -         144.897 (meters)     475.38  (feet)  COMP
 FE2119  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 FE2119
 FE2119  VERT ORDER  -  FIRST     CLASS II
 FE2119
 FE2119.The horizontal coordinates were scaled from a topographic map and have
 FE2119.an estimated accuracy of +/- 6 seconds.
 FE2119
 FE2119.The orthometric height was determined by differential leveling
 FE2119.and adjusted by the National Geodetic Survey in June 1991..
 FE2119
 FE2119.The geoid height was determined by GEOID03.
 FE2119
 FE2119.The dynamic height is computed by dividing the NAVD 88
 FE2119.geopotential number by the normal gravity value computed on the
 FE2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2119.degrees latitude (g = 980.6199 gals.).
 FE2119
 FE2119.The modeled gravity was interpolated from observed gravity values.
 FE2119
 FE2119;                    North         East    Units  Estimated Accuracy
 FE2119;SPC TN       -    85,130.      365,410.      MT  (+/- 180 meters Scaled)
 FE2119
 FE2119                          SUPERSEDED SURVEY CONTROL
 FE2119
 FE2119.No superseded survey control is available for this station.
 FE2119
 FE2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD566822(NAD 83)
 FE2119_MARKER: I = METAL ROD
 FE2119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2119_SP_SET: STAINLESS STEEL ROD
 FE2119_STAMPING: H 297 1983
 FE2119_MARK LOGO: NGS   
 FE2119_PROJECTION: FLUSH
 FE2119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2119+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2119_ROD/PIPE-DEPTH: 9.75 meters
 FE2119
 FE2119  HISTORY     - Date     Condition        Report By
 FE2119  HISTORY     - 1983     MONUMENTED       NGS
 FE2119  HISTORY     - 20020918 GOOD             USACE
 FE2119
 FE2119                          STATION DESCRIPTION
 FE2119
 FE2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2119'4.5 KM (2.8 MI) EAST FROM RAMER.
 FE2119'4.5 KM (2.8 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2119'RAMER, TO THE MARK ON THE RIGHT, 12.44 METERS (40.8 FT) SOUTH OF THE
 FE2119'CENTERLINE OF THE HIGHWAY, 5.94 METERS (19.5 FT) WEST OF THE
 FE2119'APPROXIMATE CENTER OF A DRIVEWAY TO A HOUSE, 0.46 METER (1.5 FT) EAST
 FE2119'OF A FENCE LINE, AND 0.46 METER (1.5 FT) SOUTHEAST OF THE CORNER
 FE2119'FENCE POST.
 FE2119'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FE2119'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FE2119
 FE2119                          STATION RECOVERY (2002)
 FE2119
 FE2119'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2119'MARK IS LOCATED AT NW CORNER OF PROPERTY AT 1538 HWY 57 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2146 ***********************************************************************
 FE2146  DESIGNATION -  H 298
 FE2146  PID         -  FE2146
 FE2146  STATE/COUNTY-  TN/HARDEMAN
 FE2146  USGS QUAD   -  MIDDLETON (1980)
 FE2146
 FE2146                         *CURRENT SURVEY CONTROL
 FE2146  ___________________________________________________________________
 FE2146* NAD 83(1986)-  35 02 39.     (N)    088 59 39.     (W)     SCALED    
 FE2146* NAVD 88     -       169.818  (meters)     557.14   (feet)  ADJUSTED  
 FE2146  ___________________________________________________________________
 FE2146  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2146  DYNAMIC HT  -         169.657 (meters)     556.62  (feet)  COMP
 FE2146  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 FE2146
 FE2146  VERT ORDER  -  FIRST     CLASS II
 FE2146
 FE2146.The horizontal coordinates were scaled from a topographic map and have
 FE2146.an estimated accuracy of +/- 6 seconds.
 FE2146
 FE2146.The orthometric height was determined by differential leveling
 FE2146.and adjusted by the National Geodetic Survey in June 1991..
 FE2146
 FE2146.The geoid height was determined by GEOID03.
 FE2146
 FE2146.The dynamic height is computed by dividing the NAVD 88
 FE2146.geopotential number by the normal gravity value computed on the
 FE2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2146.degrees latitude (g = 980.6199 gals.).
 FE2146
 FE2146.The modeled gravity was interpolated from observed gravity values.
 FE2146
 FE2146;                    North         East    Units  Estimated Accuracy
 FE2146;SPC TN       -    83,050.      326,850.      MT  (+/- 180 meters Scaled)
 FE2146
 FE2146                          SUPERSEDED SURVEY CONTROL
 FE2146
 FE2146.No superseded survey control is available for this station.
 FE2146
 FE2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD181797(NAD 83)
 FE2146_MARKER: I = METAL ROD
 FE2146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2146_SP_SET: STAINLESS STEEL ROD
 FE2146_STAMPING: H 298 1983
 FE2146_MARK LOGO: NGS   
 FE2146_PROJECTION: FLUSH
 FE2146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2146+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE2146_ROD/PIPE-DEPTH: 4.88 meters
 FE2146
 FE2146  HISTORY     - Date     Condition        Report By
 FE2146  HISTORY     - 1983     MONUMENTED       NGS
 FE2146  HISTORY     - 20020410 GOOD             USACE
 FE2146
 FE2146                          STATION DESCRIPTION
 FE2146
 FE2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2146'13.3 KM (8.3 MI) WEST FROM MIDDLETON.
 FE2146'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 125 FROM THE CROSSING OF THE
 FE2146'SOUTHERN RAILROAD IN MIDDLETON, THENCE 10.9 KM (6.8 MI) WEST ALONG
 FE2146'STATE HIGHWAY 57 TO THE MARK ON THE RIGHT, ALSO 9.4 KM (5.85 MI) EAST
 FE2146'ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN SAULSBURY TO THE MARK
 FE2146'ON THE LEFT, 12.92 METERS (42.4 FT) NORTH OF THE CENTERLINE OF THE
 FE2146'HIGHWAY, 17.83 METERS (58.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE2146'ONE LEVEL BRICK HOUSE, 8.56 METERS (28.1 FT) EAST-NORTHEAST OF A
 FE2146'GAS METER, 3.72 METERS (12.2 FT) WEST OF THE APPROXIMATE CENTER OF THE
 FE2146'DRIVE LEADING TO THE HOUSE, AND 0.61 METER (2.0 FT) WEST OF A ROW OF
 FE2146'SHRUBS.
 FE2146'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2146'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2146
 FE2146                          STATION RECOVERY (2002)
 FE2146
 FE2146'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5282 ***********************************************************************
 DG5282  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5282  DESIGNATION -  H 298X
 DG5282  PID         -  DG5282
 DG5282  STATE/COUNTY-  TN/HARDEMAN
 DG5282  USGS QUAD   -  MIDDLETON (1980)
 DG5282
 DG5282                         *CURRENT SURVEY CONTROL
 DG5282  ___________________________________________________________________
 DG5282* NAD 83(1995)-  35 02 38.60234(N)    088 59 37.19692(W)     ADJUSTED  
 DG5282* NAVD 88     -       169.00   (meters)     554.5    (feet)  GPS OBS   
 DG5282  ___________________________________________________________________
 DG5282  X           -      91,814.449 (meters)                     COMP
 DG5282  Y           -  -5,226,931.124 (meters)                     COMP
 DG5282  Z           -   3,641,950.617 (meters)                     COMP
 DG5282  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DG5282  ELLIP HEIGHT-         141.18  (meters)          (04/05/04) GPS OBS
 DG5282  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DG5282
 DG5282  HORZ ORDER  -  B
 DG5282  ELLP ORDER  -  FOURTH    CLASS I
 DG5282
 DG5282.The horizontal coordinates were established by GPS observations
 DG5282.and adjusted by the National Geodetic Survey in April 2004..
 DG5282
 DG5282.The orthometric height was determined by GPS observations and a
 DG5282.high-resolution geoid model using precise GPS observation and
 DG5282.processing techniques. It supersedes the leveled height previously
 DG5282.determined for this station.
 DG5282
 DG5282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5282
 DG5282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5282
 DG5282.The ellipsoidal height was determined by GPS observations
 DG5282.and is referenced to NAD 83.
 DG5282
 DG5282.The geoid height was determined by GEOID03.
 DG5282
 DG5282;                    North         East     Units Scale Factor Converg.
 DG5282;SPC TN       -    83,033.367   326,891.211   MT  1.00004272   -1 45 09.4
 DG5282;SPC TN       -   272,418.64  1,072,475.58   sFT  1.00004272   -1 45 09.4
 DG5282;UTM  16      - 3,879,745.775   318,159.656   MT  1.00000753   -1 08 42.3
 DG5282
 DG5282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5282!SPC TN       -   0.99997784  x   1.00004272  =   1.00002056
 DG5282!UTM  16      -   0.99997784  x   1.00000753  =   0.99998537
 DG5282
 DG5282                          SUPERSEDED SURVEY CONTROL
 DG5282
 DG5282  NAVD 88 (04/05/04)  168.98   (m)          554.4    (f) LEVELING    3  
 DG5282
 DG5282.Superseded values are not recommended for survey control.
 DG5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5282.See file dsdata.txt to determine how the superseded data were derived.
 DG5282
 DG5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1816079746(NAD 83)
 DG5282_MARKER: F = FLANGE-ENCASED ROD
 DG5282_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5282+WITH SETTING: INFORMATION.
 DG5282_STAMPING: H 298X 2002
 DG5282_MARK LOGO: USACE 
 DG5282_PROJECTION: RECESSED 8 CENTIMETERS
 DG5282_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5282+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 DG5282_ROD/PIPE-DEPTH:  2.1 meters
 DG5282
 DG5282  HISTORY     - Date     Condition        Report By
 DG5282  HISTORY     - 20020615 MONUMENTED       EMCINC
 DG5282
 DG5282                          STATION DESCRIPTION
 DG5282
 DG5282'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5282'THE MARK IS LOCATED 9.7 KILOMETERS (6.0 MILES) WEST, SOUTHWEST OF
 DG5282'MIDDLETON, TENNESSEE AND 12.6 KILOMETERS (7.8 MILES) NORTHWEST OF
 DG5282'WALNUT, MISSISSIPPI.TO REACH THE MARK FROM THE INTERSECTION OF STATE
 DG5282'ROAD 125 AND STATE ROAD 57 APPROXIMATELY 2.4 KILOMETERS (1.5 MILES)
 DG5282'SOUTH OF MIDDLETON, TENNESSEE GO WEST 9.35 KILOMETERS (5.8 MILES) ON
 DG5282'STATE ROAD 57 TO THE MARK ON THE LEFT, ON THE SOUTH SHOULDER OF STATE
 DG5282'ROAD 57 AND THE WEST EDGE OF A PIPELINE RIGHT-OF-WAY.THE MARK IS 5.5
 DG5282'METERS (18.0 FEET) SOUTH OF THE CENTER OF STATE ROAD 57, 13.7 METERS
 DG5282'(45.0 FEET) WEST OF THE CENTER OF A CRUDE OIL PIPE LINE, 41.7 METERS
 DG5282'(136.8 FEET) SOUTHEAST OF BENCHMARK H 298 AND 6.0 METERS (19.7 FEET)
 DG5282'NORTH OF A CARSONITE WITNESS POST.THE MARK IS A MEMPHIS DISTRICT CORPS
 DG5282'OF ENGINEERS ALUMINUM CAP SET ON AN ALUMINUM ROD, RECESSED 0.1 METERS
 DG5282'(0.3 FEET) BELOW GROUND.
 DG5282' 
 DG5282'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2172 ***********************************************************************
 FE2172  DESIGNATION -  H 299
 FE2172  PID         -  FE2172
 FE2172  STATE/COUNTY-  TN/FAYETTE
 FE2172  USGS QUAD   -  MOSCOW (1965)
 FE2172
 FE2172                         *CURRENT SURVEY CONTROL
 FE2172  ___________________________________________________________________
 FE2172* NAD 83(1986)-  35 02 39.     (N)    089 28 45.     (W)     SCALED    
 FE2172* NAVD 88     -       105.288  (meters)     345.43   (feet)  ADJUSTED  
 FE2172  ___________________________________________________________________
 FE2172  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FE2172  DYNAMIC HT  -         105.188 (meters)     345.10  (feet)  COMP
 FE2172  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FE2172
 FE2172  VERT ORDER  -  FIRST     CLASS II
 FE2172
 FE2172.The horizontal coordinates were scaled from a topographic map and have
 FE2172.an estimated accuracy of +/- 6 seconds.
 FE2172
 FE2172.The orthometric height was determined by differential leveling
 FE2172.and adjusted by the National Geodetic Survey in June 1991..
 FE2172
 FE2172.The geoid height was determined by GEOID03.
 FE2172
 FE2172.The dynamic height is computed by dividing the NAVD 88
 FE2172.geopotential number by the normal gravity value computed on the
 FE2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2172.degrees latitude (g = 980.6199 gals.).
 FE2172
 FE2172.The modeled gravity was interpolated from observed gravity values.
 FE2172
 FE2172;                    North         East    Units  Estimated Accuracy
 FE2172;SPC TN       -    84,510.      282,620.      MT  (+/- 180 meters Scaled)
 FE2172
 FE2172                          SUPERSEDED SURVEY CONTROL
 FE2172
 FE2172.No superseded survey control is available for this station.
 FE2172
 FE2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD738807(NAD 83)
 FE2172_MARKER: I = METAL ROD
 FE2172_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2172_SP_SET: STAINLESS STEEL ROD
 FE2172_STAMPING: H 299 1983
 FE2172_MARK LOGO: NGS   
 FE2172_PROJECTION: FLUSH
 FE2172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2172+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE2172_ROD/PIPE-DEPTH: 9.75 meters
 FE2172
 FE2172  HISTORY     - Date     Condition        Report By
 FE2172  HISTORY     - 1983     MONUMENTED       NGS
 FE2172  HISTORY     - 20020410 GOOD             USACE
 FE2172  HISTORY     - 20060506 GOOD             GEOCAC
 FE2172
 FE2172                          STATION DESCRIPTION
 FE2172
 FE2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2172'8.1 KM (5.05 MI) WEST FROM MOSCOW.
 FE2172'8.1 KM (5.05 MI) WEST ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF
 FE2172'STATE HIGHWAY 76 IN MOSCOW TO THE MARK ON THE LEFT, ALSO, 0.6 KM
 FE2172'(0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN ROSSVILLE,
 FE2172'THENCE 6.0 KM (3.75 MI) EAST ALONG STATE HIGHWAY 57 TO THE MARK ON THE
 FE2172'RIGHT, 11.19 METERS (36.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2172'58.64 METERS (192.4 FT) NORTH OF THE NORTHEAST CORNER OF A SMALL
 FE2172'WOODEN HOUSE, 33.89 METERS (111.2 FT) NORTH OF A POWERLINE POLE,
 FE2172'6.95 METERS (22.8 FT) EAST OF THE APPROXIMATE CENTER OF A PRIVATE
 FE2172'DRIVE TO THE HOUSE, 4.78 METERS (15.7 FT) EAST OF A 24-INCH DIAMETER
 FE2172'CONCRETE CULVERT UNDER THE DRIVEWAY, AND 1.07 METERS (3.5 FT) WEST OF
 FE2172'A POWERLINE POLE WITH ONE GUY WIRE AND A TRANSFORMER ATTACHED.
 FE2172'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2172'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2172
 FE2172                          STATION RECOVERY (2002)
 FE2172
 FE2172'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2172'RECOVERED IN GOOD CONDITION.
 FE2172
 FE2172                          STATION RECOVERY (2006)
 FE2172
 FE2172'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2172'DRIVEWAY LEADS TO HOUSE NUMBER 9460, RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5284 ***********************************************************************
 DG5284  DESIGNATION -  H 299X
 DG5284  PID         -  DG5284
 DG5284  STATE/COUNTY-  TN/FAYETTE
 DG5284  USGS QUAD   -  MOSCOW (1965)
 DG5284
 DG5284                         *CURRENT SURVEY CONTROL
 DG5284  ___________________________________________________________________
 DG5284* NAD 83(1995)-  35 02 40.29630(N)    089 28 45.43926(W)     ADJUSTED  
 DG5284* NAVD 88     -       104.98   (meters)     344.4    (feet)  LEVELING  
 DG5284  ___________________________________________________________________
 DG5284  X           -      47,508.940 (meters)                     COMP
 DG5284  Y           -  -5,227,439.292 (meters)                     COMP
 DG5284  Z           -   3,641,956.676 (meters)                     COMP
 DG5284  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DG5284  ELLIP HEIGHT-          77.30  (meters)          (04/05/04) GPS OBS
 DG5284  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DG5284
 DG5284  HORZ ORDER  -  B
 DG5284  VERT ORDER  -  THIRD ?
 DG5284  ELLP ORDER  -  FOURTH    CLASS I
 DG5284
 DG5284.The horizontal coordinates were established by GPS observations
 DG5284.and adjusted by the National Geodetic Survey in April 2004..
 DG5284
 DG5284.The orthometric height was determined by differential leveling.
 DG5284.The vertical network tie was performed by a horz. field party for horz.
 DG5284.obs reductions. Reset procedures were used to establish the elevation.
 DG5284
 DG5284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5284
 DG5284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5284
 DG5284.The ellipsoidal height was determined by GPS observations
 DG5284.and is referenced to NAD 83.
 DG5284
 DG5284.The geoid height was determined by GEOID03.
 DG5284
 DG5284;                    North         East     Units Scale Factor Converg.
 DG5284;SPC TN       -    84,550.587   282,607.596   MT  1.00004261   -2 02 12.9
 DG5284;SPC TN       -   277,396.38    927,188.42   sFT  1.00004261   -2 02 12.9
 DG5284;UTM  16      - 3,880,791.448   273,859.196   MT  1.00023031   -1 25 27.3
 DG5284
 DG5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5284!SPC TN       -   0.99998787  x   1.00004261  =   1.00003048
 DG5284!UTM  16      -   0.99998787  x   1.00023031  =   1.00021817
 DG5284
 DG5284                          SUPERSEDED SURVEY CONTROL
 DG5284
 DG5284.No superseded survey control is available for this station.
 DG5284
 DG5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7385980791(NAD 83)
 DG5284_MARKER: F = FLANGE-ENCASED ROD
 DG5284_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5284+WITH SETTING: INFORMATION.
 DG5284_STAMPING: H 299X 2002
 DG5284_MARK LOGO: USACE 
 DG5284_PROJECTION: RECESSED 15 CENTIMETERS
 DG5284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5284+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 DG5284_ROD/PIPE-DEPTH:  2.1 meters
 DG5284
 DG5284  HISTORY     - Date     Condition        Report By
 DG5284  HISTORY     - 20020616 MONUMENTED       EMCINC
 DG5284  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 DG5284
 DG5284                          STATION DESCRIPTION
 DG5284
 DG5284'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5284'THE MARK IS LOCATED 6.0 KILOMETERS (3.7 MILES) EAST OF ROSSVILLE,
 DG5284'TENNESSEE AND 8.1 KILOMETERS (5.0 MILES) WEST OF MOSCOW, TENNESSEE.TO
 DG5284'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 194 AND STATE ROAD
 DG5284'57 IN ROSSVILLE, TENNESSEE GO EAST ON STATE ROAD 194 6.0 KILOMETERS
 DG5284'(3.7 MILES) TO THE MARK ON THE LEFT, ON THE NORTH SHOULDER OF STATE
 DG5284'ROAD 57.THE MARK IS 9.0 METERS (29.5 FEET) NORTH OF THE CENTER OF
 DG5284'STATE ROAD 57, 53.1 METERS (174.3 FEET) EAST, NORTHEAST OF THE
 DG5284'NORTHEAST CORNER OF A CONCRETE BRIDGE ON STATE ROAD 57, 69.5 METERS
 DG5284'(228.0 FEET) WEST, NORTHWEST OF A BENCHMARK H 299 AND 1.0 METER (3.3
 DG5284'FEET) NORTH OF A CARSONITE WITNESS POST SET AT THE WEST END OF A STEEL
 DG5284'GUARD RAIL.THE MARK IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM
 DG5284'CAP SET ON AN ALUMINUM ROD, RECESSED 0.15 METERS (0.5 FEET) BELOW
 DG5284'GROUND.
 DG5284' 
 DG5284'
 DG5284
 DG5284                          STATION RECOVERY (2006)
 DG5284
 DG5284'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 DG5284'WITNESS POST FOUND AT THE LOCATION DESCRIBED.  ATTEMPTED TO DIG FOR
 DG5284'MARK, BUT DID NOT FIND IT.  LOCAL RESIDENT STATED THAT DURING BRIDGE
 DG5284'RECONSTRUCTION THEY ADDED GRAVEL TO THAT LOCATION, MARK MAY WELL BE
 DG5284'MUCH DEEPER AT THIS TIME.  DIGGING IS EXTREMELY DIFFICULT, WE PROBABLY
 DG5284'DID NOT GET DEEP ENOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0284 ***********************************************************************
 FD0284  DESIGNATION -  H 30
 FD0284  PID         -  FD0284
 FD0284  STATE/COUNTY-  TN/MAURY
 FD0284  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0284
 FD0284                         *CURRENT SURVEY CONTROL
 FD0284  ___________________________________________________________________
 FD0284* NAD 83(1986)-  35 28 55.     (N)    086 59 02.     (W)     SCALED    
 FD0284* NAVD 88     -       218.000  (meters)     715.22   (feet)  ADJUSTED  
 FD0284  ___________________________________________________________________
 FD0284  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0284  DYNAMIC HT  -         217.802 (meters)     714.57  (feet)  COMP
 FD0284  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 FD0284
 FD0284  VERT ORDER  -  SECOND    CLASS 0
 FD0284
 FD0284.The horizontal coordinates were scaled from a topographic map and have
 FD0284.an estimated accuracy of +/- 6 seconds.
 FD0284
 FD0284.The orthometric height was determined by differential leveling
 FD0284.and adjusted by the National Geodetic Survey in June 1991..
 FD0284
 FD0284.The geoid height was determined by GEOID03.
 FD0284
 FD0284.The dynamic height is computed by dividing the NAVD 88
 FD0284.geopotential number by the normal gravity value computed on the
 FD0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0284.degrees latitude (g = 980.6199 gals.).
 FD0284
 FD0284.The modeled gravity was interpolated from observed gravity values.
 FD0284
 FD0284;                    North         East    Units  Estimated Accuracy
 FD0284;SPC TN       -   127,890.      510,720.      MT  (+/- 180 meters Scaled)
 FD0284
 FD0284                          SUPERSEDED SURVEY CONTROL
 FD0284
 FD0284  NGVD 29 (??/??/92)  217.971  (m)          715.13   (f) ADJ UNCH    2 0
 FD0284
 FD0284.Superseded values are not recommended for survey control.
 FD0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0284.See file dsdata.txt to determine how the superseded data were derived.
 FD0284
 FD0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE014264(NAD 83)
 FD0284_MARKER: DB = BENCH MARK DISK
 FD0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0284_STAMPING: H 30 1934
 FD0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0284+STABILITY: SURFACE MOTION
 FD0284
 FD0284  HISTORY     - Date     Condition        Report By
 FD0284  HISTORY     - 1934     MONUMENTED       CGS
 FD0284
 FD0284                          STATION DESCRIPTION
 FD0284
 FD0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0284'AT CULLEOKA.
 FD0284'AT CULLEOKA, MAURY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0284'RAILROAD, 0.4 MILE SOUTH OF THE STATION AT PLEASANT GROVE, AT
 FD0284'MILEAGE L 242.3, 50 FEET SOUTHEAST OF AN OLD BRICK STORE BUILDING,
 FD0284'18 FEET WEST OF THE CENTERLINE OF THE TRACK, 6 FEET WEST OF
 FD0284'TELEPHONE POLE 4, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK,
 FD0284'STAMPED H 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2211 ***********************************************************************
 FE2211  DESIGNATION -  H 300
 FE2211  PID         -  FE2211
 FE2211  STATE/COUNTY-  TN/SHELBY
 FE2211  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2211
 FE2211                         *CURRENT SURVEY CONTROL
 FE2211  ___________________________________________________________________
 FE2211* NAD 83(1986)-  35 06 26.     (N)    089 55 04.     (W)     SCALED    
 FE2211* NAVD 88     -        96.082  (meters)     315.23   (feet)  ADJUSTED  
 FE2211  ___________________________________________________________________
 FE2211  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2211  DYNAMIC HT  -          95.994 (meters)     314.94  (feet)  COMP
 FE2211  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FE2211
 FE2211  VERT ORDER  -  FIRST     CLASS II
 FE2211
 FE2211.The horizontal coordinates were scaled from a topographic map and have
 FE2211.an estimated accuracy of +/- 6 seconds.
 FE2211
 FE2211.The orthometric height was determined by differential leveling
 FE2211.and adjusted by the National Geodetic Survey in June 1991..
 FE2211
 FE2211.The geoid height was determined by GEOID03.
 FE2211
 FE2211.The dynamic height is computed by dividing the NAVD 88
 FE2211.geopotential number by the normal gravity value computed on the
 FE2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2211.degrees latitude (g = 980.6199 gals.).
 FE2211
 FE2211.The modeled gravity was interpolated from observed gravity values.
 FE2211
 FE2211;                    North         East    Units  Estimated Accuracy
 FE2211;SPC TN       -    93,010.      242,910.      MT  (+/- 180 meters Scaled)
 FE2211
 FE2211                          SUPERSEDED SURVEY CONTROL
 FE2211
 FE2211.No superseded survey control is available for this station.
 FE2211
 FE2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD340888(NAD 83)
 FE2211_MARKER: I = METAL ROD
 FE2211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FE2211_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FE2211_STAMPING: H 300 1983
 FE2211_MARK LOGO: NGS   
 FE2211_PROJECTION: RECESSED 3 CENTIMETERS
 FE2211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FE2211+STABILITY: POSITION/ELEVATION WELL
 FE2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2211+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2211_ROD/PIPE-DEPTH: 17.1 meters
 FE2211_SLEEVE-DEPTH  : 6.07 meters
 FE2211
 FE2211  HISTORY     - Date     Condition        Report By
 FE2211  HISTORY     - 1983     MONUMENTED       NGS
 FE2211  HISTORY     - 19940913 GOOD             TN1620
 FE2211  HISTORY     - 20021016 GOOD             USACE
 FE2211
 FE2211                          STATION DESCRIPTION
 FE2211
 FE2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2211'IN MEMPHIS.
 FE2211'IN MEMPHIS, 4.5 KM (2.8 MI) WEST ALONG PARK AVENUE FROM THE WHITE
 FE2211'STATION POST OFFICE TO THE JUNCTION OF CHERRY ROAD TO THE MARK SET IN
 FE2211'AUDUBON PARK, AT THE SOUTHWEST CORNER OF THE PARK BY A CHAIN LINK
 FE2211'FENCE AN A SIGN WHICH READS AUDUBON PARK MEMPHIS BOTANIC GARDEN,
 FE2211'GOLDSMITH CIVIC GARDEN CENTER NORTHEAST AND ACROSS PARK AVENUE FROM
 FE2211'THE ENTRANCE TO THE DIXON GALLERY AND GARDENS, 5.18 METERS (17.0 FT)
 FE2211'NORTH OF THE NORTH CURB OF THE AVENUE, 30.48 METERS (100.0 FT) EAST OF
 FE2211'THE CENTERLINE OF CHERRY STREET, 4.11 METERS (13.5 FT) NORTH-NORTHWEST
 FE2211'OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE, 1.52 METERS (5.0 FT)
 FE2211'WEST OF THE FENCE, 25.15 METERS (82.5 FT) EAST-SOUTHEAST OF A POWER
 FE2211'POLE WITH TWO GUY WIRES, AND 4.42 METERS (14.5 FT) NORTH-NORTHEAST OF
 FE2211'THE CENTER OF A IRON WATER METER COVER IN THE SIDEWALK.
 FE2211'THE MARK IS 0.9 M ABOVE AVENUE.
 FE2211
 FE2211                          STATION RECOVERY (1994)
 FE2211
 FE2211'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE2211'RECOVERED IN GOOD CONDITION.
 FE2211
 FE2211                          STATION RECOVERY (2002)
 FE2211
 FE2211'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1358 ***********************************************************************
 FD1358  DESIGNATION -  H 301
 FD1358  PID         -  FD1358
 FD1358  STATE/COUNTY-  TN/LAWRENCE
 FD1358  USGS QUAD   -  LORETTO (1976)
 FD1358
 FD1358                         *CURRENT SURVEY CONTROL
 FD1358  ___________________________________________________________________
 FD1358* NAD 83(1986)-  35 04 38.     (N)    087 26 14.     (W)     SCALED    
 FD1358* NAVD 88     -       249.249  (meters)     817.74   (feet)  ADJUSTED  
 FD1358  ___________________________________________________________________
 FD1358  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 FD1358  DYNAMIC HT  -         249.010 (meters)     816.96  (feet)  COMP
 FD1358  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 FD1358
 FD1358  VERT ORDER  -  FIRST     CLASS II
 FD1358
 FD1358.The horizontal coordinates were scaled from a topographic map and have
 FD1358.an estimated accuracy of +/- 6 seconds.
 FD1358
 FD1358.The orthometric height was determined by differential leveling
 FD1358.and adjusted by the National Geodetic Survey in June 1991..
 FD1358
 FD1358.The geoid height was determined by GEOID03.
 FD1358
 FD1358.The dynamic height is computed by dividing the NAVD 88
 FD1358.geopotential number by the normal gravity value computed on the
 FD1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1358.degrees latitude (g = 980.6199 gals.).
 FD1358
 FD1358.The modeled gravity was interpolated from observed gravity values.
 FD1358
 FD1358;                    North         East    Units  Estimated Accuracy
 FD1358;SPC TN       -    83,500.      468,920.      MT  (+/- 180 meters Scaled)
 FD1358
 FD1358                          SUPERSEDED SURVEY CONTROL
 FD1358
 FD1358.No superseded survey control is available for this station.
 FD1358
 FD1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD601816(NAD 83)
 FD1358_MARKER: I = METAL ROD
 FD1358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1358_SP_SET: STAINLESS STEEL ROD
 FD1358_STAMPING: H 301 1983
 FD1358_MARK LOGO: NGS   
 FD1358_PROJECTION: FLUSH
 FD1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1358_ROD/PIPE-DEPTH: 4.87 meters
 FD1358
 FD1358  HISTORY     - Date     Condition        Report By
 FD1358  HISTORY     - 1983     MONUMENTED       NGS
 FD1358
 FD1358                          STATION DESCRIPTION
 FD1358
 FD1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1358'IN LORETTO.
 FD1358'0.2 KM (0.1 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1358'LORETTO TO THE MARK ON THE RIGHT, 15.24 METERS (50.0 FT) NORTHWEST OF
 FD1358'THE CENTERLINE OF THE HIGHWAY, 22.04 METERS (72.6 FT) EAST OF THE
 FD1358'NORTHEAST CORNER OF A LARGE METAL BUILDING (AT PRESENT THE FAMILY
 FD1358'AMUSEMENT CENTER), 11.16 METERS (36.6 FT) NORTH OF A 2.0 FOOT DIAMETER
 FD1358'METAL CULVERT UNDER THE NORTH ENTRANCE TO THE CENTER, 3.41 METERS
 FD1358'(11.2 FT) NORTHWEST OF A POWERLINE POLE WITH 2 TRANSFORMERS, AND
 FD1358'1.65 METERS (5.4 FT) SOUTHEAST OF THE EAST BRACE POST OF THE FAMILY
 FD1358'AMUSEMENT CENTER SIGN.
 FD1358'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 FD1358'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1391 ***********************************************************************
 FD1391  DESIGNATION -  H 302
 FD1391  PID         -  FD1391
 FD1391  STATE/COUNTY-  TN/WILLIAMSON
 FD1391  USGS QUAD   -  SPRING HILL (1979)
 FD1391
 FD1391                         *CURRENT SURVEY CONTROL
 FD1391  ___________________________________________________________________
 FD1391* NAD 83(1986)-  35 47 48.     (N)    086 54 20.     (W)     SCALED    
 FD1391* NAVD 88     -       250.232  (meters)     820.97   (feet)  ADJUSTED  
 FD1391  ___________________________________________________________________
 FD1391  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1391  DYNAMIC HT  -         250.011 (meters)     820.24  (feet)  COMP
 FD1391  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD1391
 FD1391  VERT ORDER  -  FIRST     CLASS II
 FD1391
 FD1391.The horizontal coordinates were scaled from a topographic map and have
 FD1391.an estimated accuracy of +/- 6 seconds.
 FD1391
 FD1391.The orthometric height was determined by differential leveling
 FD1391.and adjusted by the National Geodetic Survey in June 1991..
 FD1391
 FD1391.The geoid height was determined by GEOID03.
 FD1391
 FD1391.The dynamic height is computed by dividing the NAVD 88
 FD1391.geopotential number by the normal gravity value computed on the
 FD1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1391.degrees latitude (g = 980.6199 gals.).
 FD1391
 FD1391.The modeled gravity was interpolated from observed gravity values.
 FD1391
 FD1391;                    North         East    Units  Estimated Accuracy
 FD1391;SPC TN       -   162,730.      518,150.      MT  (+/- 180 meters Scaled)
 FD1391
 FD1391                          SUPERSEDED SURVEY CONTROL
 FD1391
 FD1391.No superseded survey control is available for this station.
 FD1391
 FD1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE085614(NAD 83)
 FD1391_MARKER: I = METAL ROD
 FD1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1391_SP_SET: STAINLESS STEEL ROD
 FD1391_STAMPING: H 302 1984
 FD1391_MARK LOGO: NGS   
 FD1391_PROJECTION: FLUSH
 FD1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1391_ROD/PIPE-DEPTH: 5.49 meters
 FD1391
 FD1391  HISTORY     - Date     Condition        Report By
 FD1391  HISTORY     - 1984     MONUMENTED       NGS
 FD1391
 FD1391                          STATION DESCRIPTION
 FD1391
 FD1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1391'5.5 KM (3.4 MI) NORTH FROM SPRING HILL.
 FD1391'5.5 KM (3.4 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1391'SPRING HILL TO THE JUNCTION OF THOMPSON STATION ROAD LEADING WEST AND
 FD1391'BETHESDA ROAD LEADING EAST AND THE MARK ON THE LEFT, 14.26 METERS
 FD1391'(46.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 10.85 METERS
 FD1391'(35.6 FT) SOUTH OF THE APPROXIMATE CENTER OF THOMPSON STATION ROAD,
 FD1391'2.47 METERS (8.1 FT) SOUTH OF A POWERLINE POLE, AND 0.30 METERS
 FD1391'(1.0 FT) NORTH OF A WIRE FENCE.
 FD1391'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FD1391'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1386 ***********************************************************************
 FD1386  DESIGNATION -  H 303
 FD1386  PID         -  FD1386
 FD1386  STATE/COUNTY-  TN/MAURY
 FD1386  USGS QUAD   -  GODWIN (1988)
 FD1386
 FD1386                         *CURRENT SURVEY CONTROL
 FD1386  ___________________________________________________________________
 FD1386* NAD 83(1986)-  35 39 26.     (N)    087 00 30.     (W)     SCALED    
 FD1386* NAVD 88     -       222.368  (meters)     729.55   (feet)  ADJUSTED  
 FD1386  ___________________________________________________________________
 FD1386  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FD1386  DYNAMIC HT  -         222.173 (meters)     728.91  (feet)  COMP
 FD1386  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FD1386
 FD1386  VERT ORDER  -  FIRST     CLASS II
 FD1386
 FD1386.The horizontal coordinates were scaled from a topographic map and have
 FD1386.an estimated accuracy of +/- 6 seconds.
 FD1386
 FD1386.The orthometric height was determined by differential leveling
 FD1386.and adjusted by the National Geodetic Survey in June 1991..
 FD1386
 FD1386.The geoid height was determined by GEOID03.
 FD1386
 FD1386.The dynamic height is computed by dividing the NAVD 88
 FD1386.geopotential number by the normal gravity value computed on the
 FD1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1386.degrees latitude (g = 980.6199 gals.).
 FD1386
 FD1386.The modeled gravity was interpolated from observed gravity values.
 FD1386
 FD1386;                    North         East    Units  Estimated Accuracy
 FD1386;SPC TN       -   147,350.      508,700.      MT  (+/- 180 meters Scaled)
 FD1386
 FD1386                          SUPERSEDED SURVEY CONTROL
 FD1386
 FD1386.No superseded survey control is available for this station.
 FD1386
 FD1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE992459(NAD 83)
 FD1386_MARKER: I = METAL ROD
 FD1386_SETTING: 66 = SET IN ROCK OUTCROP
 FD1386_SP_SET: ROCK OUTCROP
 FD1386_STAMPING: H 303 1984
 FD1386_MARK LOGO: NGS   
 FD1386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1386+STABILITY: POSITION/ELEVATION WELL
 FD1386
 FD1386  HISTORY     - Date     Condition        Report By
 FD1386  HISTORY     - 1984     MONUMENTED       NGS
 FD1386
 FD1386                          STATION DESCRIPTION
 FD1386
 FD1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1386'3.8 KM (2.35 MI) NORTH FROM COLUMBIA.
 FD1386'3.8 KM (2.35 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 FD1386'U.S. HIGHWAY 43 IN COLUMBIA TO AN ASPHALT DRIVEWAY LEADING NORTHEAST
 FD1386'UP A HILL TO A HOUSE AND TRAILER HOUSE AND THE MARK SET HORIZONTALLY
 FD1386'IN LARGE BEDROCK AT THE SOUTH END OF A ROCK CUT, 10.2 METERS (33.5 FT)
 FD1386'EAST OF THE CENTERLINE OF THE HIGHWAY, 5.94 METERS (19.5 FT) WEST OF
 FD1386'THE CENTER OF THE DRIVEWAY, 3.20 METERS (10.5 FT) SOUTH OF THE NORTH
 FD1386'EDGE OF THE BEDROCK, AND 25.90 METERS (85.0 FT) NORTH OF A RIGHT OF
 FD1386'WAY MARKER.
 FD1386'THE MARK IS 0.67 METERS  W FROM A WITNESS POST.
 FD1386'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1979 ***********************************************************************
 GC1979  DESIGNATION -  H 304
 GC1979  PID         -  GC1979
 GC1979  STATE/COUNTY-  TN/CHEATHAM
 GC1979  USGS QUAD   -  LILLAMAY (1983)
 GC1979
 GC1979                         *CURRENT SURVEY CONTROL
 GC1979  ___________________________________________________________________
 GC1979* NAD 83(1986)-  36 13 19.     (N)    087 00 12.     (W)     SCALED    
 GC1979* NAVD 88     -       130.486  (meters)     428.10   (feet)  ADJUSTED  
 GC1979  ___________________________________________________________________
 GC1979  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1979  DYNAMIC HT  -         130.374 (meters)     427.74  (feet)  COMP
 GC1979  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GC1979
 GC1979  VERT ORDER  -  FIRST     CLASS II
 GC1979
 GC1979.The horizontal coordinates were scaled from a topographic map and have
 GC1979.an estimated accuracy of +/- 6 seconds.
 GC1979
 GC1979.The orthometric height was determined by differential leveling
 GC1979.and adjusted by the National Geodetic Survey in June 1991..
 GC1979
 GC1979.The geoid height was determined by GEOID03.
 GC1979
 GC1979.The dynamic height is computed by dividing the NAVD 88
 GC1979.geopotential number by the normal gravity value computed on the
 GC1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1979.degrees latitude (g = 980.6199 gals.).
 GC1979
 GC1979.The modeled gravity was interpolated from observed gravity values.
 GC1979
 GC1979;                    North         East    Units  Estimated Accuracy
 GC1979;SPC TN       -   210,000.      509,790.      MT  (+/- 180 meters Scaled)
 GC1979
 GC1979                          SUPERSEDED SURVEY CONTROL
 GC1979
 GC1979.No superseded survey control is available for this station.
 GC1979
 GC1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF997085(NAD 83)
 GC1979_MARKER: I = METAL ROD
 GC1979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1979_SP_SET: STAINLESS STEEL ROD
 GC1979_STAMPING: H 304 1984
 GC1979_MARK LOGO: NGS   
 GC1979_PROJECTION: FLUSH
 GC1979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1979_ROD/PIPE-DEPTH: 3.66 meters
 GC1979
 GC1979  HISTORY     - Date     Condition        Report By
 GC1979  HISTORY     - 1984     MONUMENTED       NGS
 GC1979
 GC1979                          STATION DESCRIPTION
 GC1979
 GC1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1979'8.6 KM (5.35 MI) SE FROM ASHLAND CITY.
 GC1979'8.6 KM (5.35 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1979'COURTHOUSE IN ASHLAND CITY TO THE MARK ON THE RIGHT, 0.1 KM (0.05 MI)
 GC1979'WEST-NORTHWEST ALONG HIGHWAY 12 FROM A ROAD LEADING SOUTHWEST,
 GC1979'9.81 METERS (32.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GC1979'9.78 METERS (32.1 FT) SOUTHEAST OF POWERLINE POLE NUMBER 245-79,
 GC1979'0.95 METERS (3.1 FT) SOUTHWEST OF A POWERLINE POLE, AND 0.55 METERS
 GC1979'(1.8 FT) NORTHEAST OF A WIRE FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 GC1979'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 GC1979'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2006 ***********************************************************************
 GC2006  DESIGNATION -  H 305
 GC2006  PID         -  GC2006
 GC2006  STATE/COUNTY-  TN/MONTGOMERY
 GC2006  USGS QUAD   -  HENRIETTA (1983)
 GC2006
 GC2006                         *CURRENT SURVEY CONTROL
 GC2006  ___________________________________________________________________
 GC2006* NAD 83(1986)-  36 27 03.     (N)    087 13 28.     (W)     SCALED    
 GC2006* NAVD 88     -       173.305  (meters)     568.58   (feet)  ADJUSTED  
 GC2006  ___________________________________________________________________
 GC2006  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2006  DYNAMIC HT  -         173.160 (meters)     568.11  (feet)  COMP
 GC2006  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 GC2006
 GC2006  VERT ORDER  -  FIRST     CLASS II
 GC2006
 GC2006.The horizontal coordinates were scaled from a topographic map and have
 GC2006.an estimated accuracy of +/- 6 seconds.
 GC2006
 GC2006.The orthometric height was determined by differential leveling
 GC2006.and adjusted by the National Geodetic Survey in June 1991..
 GC2006
 GC2006.The geoid height was determined by GEOID03.
 GC2006
 GC2006.The dynamic height is computed by dividing the NAVD 88
 GC2006.geopotential number by the normal gravity value computed on the
 GC2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2006.degrees latitude (g = 980.6199 gals.).
 GC2006
 GC2006.The modeled gravity was interpolated from observed gravity values.
 GC2006
 GC2006;                    North         East    Units  Estimated Accuracy
 GC2006;SPC TN       -   235,630.      490,230.      MT  (+/- 180 meters Scaled)
 GC2006
 GC2006                          SUPERSEDED SURVEY CONTROL
 GC2006
 GC2006.No superseded survey control is available for this station.
 GC2006
 GC2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF798339(NAD 83)
 GC2006_MARKER: I = METAL ROD
 GC2006_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2006_SP_SET: STAINLESS STEEL ROD
 GC2006_STAMPING: H 305 1984
 GC2006_MARK LOGO: NGS   
 GC2006_PROJECTION: RECESSED 5 CENTIMETERS
 GC2006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2006_ROD/PIPE-DEPTH: 4.88 meters
 GC2006
 GC2006  HISTORY     - Date     Condition        Report By
 GC2006  HISTORY     - 1984     MONUMENTED       NGS
 GC2006
 GC2006                          STATION DESCRIPTION
 GC2006
 GC2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2006'15.8 KM (9.8 MI) NW FROM CHEAP HILL.
 GC2006'15.8 KM (9.8 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 GC2006'IN CHEAP HILL TO THE MARK ON THE RIGHT, 0.4 KM (0.25 MI) SOUTHEAST
 GC2006'ALONG HIGHWAY 12 FROM RINEHART ROAD LEADING SOUTHWEST, 15.70 METERS
 GC2006'(51.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 38.40 METERS
 GC2006'(126.0 FT) WEST OF THE NORTHWEST CORNER OF A ONE LEVEL BRICK HOUSE,
 GC2006'30.78 METERS (101.0 FT) SOUTHEAST OF A POWERLINE POLE WITH ONE GUY
 GC2006'WIRE, AND 1.46 METERS (4.8 FT) NORTHWEST OF THE CORNER FENCE POST OF A
 GC2006'BOARD FENCE.
 GC2006'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC2006'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2925 ***********************************************************************
 AJ2925  DESIGNATION -  H 307
 AJ2925  PID         -  AJ2925
 AJ2925  STATE/COUNTY-  TN/TROUSDALE
 AJ2925  USGS QUAD   -  HARTSVILLE (1994)
 AJ2925
 AJ2925                         *CURRENT SURVEY CONTROL
 AJ2925  ___________________________________________________________________
 AJ2925* NAD 83(1986)-  36 23 26.     (N)    086 09 23.     (W)     SCALED    
 AJ2925* NAVD 88     -       143.797  (meters)     471.77   (feet)  ADJUSTED  
 AJ2925  ___________________________________________________________________
 AJ2925  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AJ2925  DYNAMIC HT  -         143.679 (meters)     471.39  (feet)  COMP
 AJ2925  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 AJ2925
 AJ2925  VERT ORDER  -  SECOND    CLASS I
 AJ2925
 AJ2925.The horizontal coordinates were scaled from a topographic map and have
 AJ2925.an estimated accuracy of +/- 6 seconds.
 AJ2925
 AJ2925.The orthometric height was determined by differential leveling
 AJ2925.and adjusted by the National Geodetic Survey in July 2002..
 AJ2925.No vertical observational check was made to the station.
 AJ2925
 AJ2925.The geoid height was determined by GEOID03.
 AJ2925
 AJ2925.The dynamic height is computed by dividing the NAVD 88
 AJ2925.geopotential number by the normal gravity value computed on the
 AJ2925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2925.degrees latitude (g = 980.6199 gals.).
 AJ2925
 AJ2925.The modeled gravity was interpolated from observed gravity values.
 AJ2925
 AJ2925;                    North         East    Units  Estimated Accuracy
 AJ2925;SPC TN       -   228,260.      585,970.      MT  (+/- 180 meters Scaled)
 AJ2925
 AJ2925                          SUPERSEDED SURVEY CONTROL
 AJ2925
 AJ2925.No superseded survey control is available for this station.
 AJ2925
 AJ2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF756275(NAD 83)
 AJ2925_MARKER: DV = VERTICAL CONTROL DISK
 AJ2925_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2925_SP_SET: CULVERT ABUTMENT
 AJ2925_STAMPING: H 307 2001
 AJ2925_MARK LOGO: NGS   
 AJ2925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2925+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2925
 AJ2925  HISTORY     - Date     Condition        Report By
 AJ2925  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2925
 AJ2925                          STATION DESCRIPTION
 AJ2925
 AJ2925'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2925'1.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2925'HARTSVILLE, IN TOP OF AND 0.2 M SOUTH OF THE NORTH END OF THE WEST
 AJ2925'CONCRETE ABUTMENT OF A DOUBLE BOX CULVERT UNDER THE STREET, 4.9
 AJ2925'M NORTH OF THE STREET CENTERLINE, 0.3 M EAST OF THE WEST EDGE OF
 AJ2925'THE ABUTMENT, AND 0.1 M ABOVE THE LEVEL OF THE STREET.
 AJ2925'NOTE--THE MARK IS ON THE STREET RIGHT-OF-WAY.
 AJ2925'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1216 ***********************************************************************
 FD1216  DESIGNATION -  H 31
 FD1216  PID         -  FD1216
 FD1216  STATE/COUNTY-  TN/PERRY
 FD1216  USGS QUAD   -  GRAVES SPRING (1968)
 FD1216
 FD1216                         *CURRENT SURVEY CONTROL
 FD1216  ___________________________________________________________________
 FD1216* NAD 83(1986)-  35 33 27.     (N)    087 41 39.     (W)     SCALED    
 FD1216* NAVD 88     -       288.672  (meters)     947.08   (feet)  ADJUSTED  
 FD1216  ___________________________________________________________________
 FD1216  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1216  DYNAMIC HT  -         288.405 (meters)     946.21  (feet)  COMP
 FD1216  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 FD1216
 FD1216  VERT ORDER  -  FIRST     CLASS II
 FD1216
 FD1216.The horizontal coordinates were scaled from a topographic map and have
 FD1216.an estimated accuracy of +/- 6 seconds.
 FD1216
 FD1216.The orthometric height was determined by differential leveling
 FD1216.and adjusted by the National Geodetic Survey in June 1991..
 FD1216
 FD1216.The geoid height was determined by GEOID03.
 FD1216
 FD1216.The dynamic height is computed by dividing the NAVD 88
 FD1216.geopotential number by the normal gravity value computed on the
 FD1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1216.degrees latitude (g = 980.6199 gals.).
 FD1216
 FD1216.The modeled gravity was interpolated from observed gravity values.
 FD1216
 FD1216;                    North         East    Units  Estimated Accuracy
 FD1216;SPC TN       -   137,150.      446,410.      MT  (+/- 180 meters Scaled)
 FD1216
 FD1216                          SUPERSEDED SURVEY CONTROL
 FD1216
 FD1216  NGVD 29 (??/??/92)  288.655  (m)          947.03   (f) ADJ UNCH    1 2
 FD1216
 FD1216.Superseded values are not recommended for survey control.
 FD1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1216.See file dsdata.txt to determine how the superseded data were derived.
 FD1216
 FD1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE370350(NAD 83)
 FD1216_MARKER: DB = BENCH MARK DISK
 FD1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1216_STAMPING: H 31 1934
 FD1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1216+STABILITY: SURFACE MOTION
 FD1216
 FD1216  HISTORY     - Date     Condition        Report By
 FD1216  HISTORY     - 1934     MONUMENTED       CGS
 FD1216  HISTORY     - 1949     GOOD             NGS
 FD1216  HISTORY     - 1953     GOOD             NGS
 FD1216
 FD1216                          STATION DESCRIPTION
 FD1216
 FD1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1216'9 MI W FROM HOHENWALD.
 FD1216'ABOUT 9.05 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1216'NATIONAL BANK AT HOHENWALD, ABOUT 1.45 MILES WEST OF THE
 FD1216'LEWIS-PERRY COUNTY LINE, ABOUT 0.55 MILE NORTHWEST OF THE JUNCTION
 FD1216'OF A GRAVEL ROAD SOUTHWEST, ABOUT 0.75 MILE NORTHWEST OF THE
 FD1216'JUNCTION OF A GRAVEL ROAD SOUTH, 47 FEET NORTHEAST OF THE CENTER
 FD1216'LINE OF THE HIGHWAY, 25 FEET NORTHEAST OF A HIGHWAY CURVE SIGN,
 FD1216'30 FEET SOUTHEAST OF A TRIANGULAR BLAZED 24-INCH HICKORY TREE,
 FD1216'1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FD1216'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FD1216'INCHES.
 FD1216
 FD1216                          STATION RECOVERY (1953)
 FD1216
 FD1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1490 ***********************************************************************
 FC1490  DESIGNATION -  H 32
 FC1490  PID         -  FC1490
 FC1490  STATE/COUNTY-  TN/WARREN
 FC1490  USGS QUAD   -  MC MINNVILLE (1984)
 FC1490
 FC1490                         *CURRENT SURVEY CONTROL
 FC1490  ___________________________________________________________________
 FC1490* NAD 83(1986)-  35 40 52.     (N)    085 46 17.     (W)     SCALED    
 FC1490* NAVD 88     -       297.524  (meters)     976.13   (feet)  ADJUSTED  
 FC1490  ___________________________________________________________________
 FC1490  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1490  DYNAMIC HT  -         297.249 (meters)     975.22  (feet)  COMP
 FC1490  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 FC1490
 FC1490  VERT ORDER  -  SECOND    CLASS 0
 FC1490
 FC1490.The horizontal coordinates were scaled from a topographic map and have
 FC1490.an estimated accuracy of +/- 6 seconds.
 FC1490
 FC1490.The orthometric height was determined by differential leveling
 FC1490.and adjusted by the National Geodetic Survey in June 1991..
 FC1490
 FC1490.The geoid height was determined by GEOID03.
 FC1490
 FC1490.The dynamic height is computed by dividing the NAVD 88
 FC1490.geopotential number by the normal gravity value computed on the
 FC1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1490.degrees latitude (g = 980.6199 gals.).
 FC1490
 FC1490.The modeled gravity was interpolated from observed gravity values.
 FC1490
 FC1490;                    North         East    Units  Estimated Accuracy
 FC1490;SPC TN       -   149,560.      620,690.      MT  (+/- 180 meters Scaled)
 FC1490
 FC1490                          SUPERSEDED SURVEY CONTROL
 FC1490
 FC1490.No superseded survey control is available for this station.
 FC1490
 FC1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE111492(NAD 83)
 FC1490_MARKER: DB = BENCH MARK DISK
 FC1490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1490_SP_SET: SIDEWALK
 FC1490_STAMPING: H 32 1934
 FC1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1490+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2003
 FC1490
 FC1490  HISTORY     - Date     Condition        Report By
 FC1490  HISTORY     - 1934     MONUMENTED       CGS
 FC1490  HISTORY     - 1935     GOOD             NGS
 FC1490  HISTORY     - 20030208 GOOD             TNDT
 FC1490
 FC1490                          STATION DESCRIPTION
 FC1490
 FC1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC1490'AT MC MINNVILLE.
 FC1490'AT MC MINNVILLE, WARREN COUNTY, IN FRONT OF THE FIRST NATIONAL
 FC1490'BANK BUILDING, 10 INCHES WEST OF THE WEST PILLAR OF THE MAIN
 FC1490'ENTRANCE, 6 INCHES NORTH OF THE WALL, AND IN THE SIDEWALK.  A
 FC1490'STANDARD DISK, STAMPED H 32 1934.
 FC1490
 FC1490                          STATION RECOVERY (2003)
 FC1490
 FC1490'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0831 ***********************************************************************
 FD0831  DESIGNATION -  H 33
 FD0831  PID         -  FD0831
 FD0831  STATE/COUNTY-  TN/GILES
 FD0831  USGS QUAD   -  PULASKI (1984)
 FD0831
 FD0831                         *CURRENT SURVEY CONTROL
 FD0831  ___________________________________________________________________
 FD0831* NAD 83(1986)-  35 11 32.     (N)    087 00 29.     (W)     SCALED    
 FD0831* NAVD 88     -       208.469  (meters)     683.95   (feet)  ADJUSTED  
 FD0831  ___________________________________________________________________
 FD0831  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0831  DYNAMIC HT  -         208.273 (meters)     683.31  (feet)  COMP
 FD0831  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 FD0831
 FD0831  VERT ORDER  -  SECOND    CLASS 0
 FD0831
 FD0831.The horizontal coordinates were scaled from a topographic map and have
 FD0831.an estimated accuracy of +/- 6 seconds.
 FD0831
 FD0831.The orthometric height was determined by differential leveling
 FD0831.and adjusted by the National Geodetic Survey in June 1991..
 FD0831
 FD0831.The geoid height was determined by GEOID03.
 FD0831
 FD0831.The dynamic height is computed by dividing the NAVD 88
 FD0831.geopotential number by the normal gravity value computed on the
 FD0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0831.degrees latitude (g = 980.6199 gals.).
 FD0831
 FD0831.The modeled gravity was interpolated from observed gravity values.
 FD0831
 FD0831;                    North         East    Units  Estimated Accuracy
 FD0831;SPC TN       -    95,770.      508,190.      MT  (+/- 180 meters Scaled)
 FD0831
 FD0831                          SUPERSEDED SURVEY CONTROL
 FD0831
 FD0831  NGVD 29 (??/??/92)  208.434  (m)          683.84   (f) ADJ UNCH    2 0
 FD0831
 FD0831.Superseded values are not recommended for survey control.
 FD0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0831.See file dsdata.txt to determine how the superseded data were derived.
 FD0831
 FD0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD992943(NAD 83)
 FD0831_MARKER: DB = BENCH MARK DISK
 FD0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0831_STAMPING: H 33 1934
 FD0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0831+STABILITY: SURFACE MOTION
 FD0831
 FD0831  HISTORY     - Date     Condition        Report By
 FD0831  HISTORY     - 1934     MONUMENTED       CGS
 FD0831  HISTORY     - 1953     GOOD             TVA
 FD0831
 FD0831                          STATION DESCRIPTION
 FD0831
 FD0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0831'AT PULASKI.
 FD0831'1.5 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FD0831'PULASKI, GILES COUNTY, 270 FEET EAST OF A CONCRETE BRIDGE, AND
 FD0831'60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FD0831'STAMPED H 33 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FD0831'A STEEL POST WITH CONTROL MARKER SIGN WAS SET 2 FEET SOUTH OF
 FD0831'MONUMENT.
 FD0831
 FD0831                          STATION RECOVERY (1953)
 FD0831
 FD0831'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0256 ***********************************************************************
 FE0256  DESIGNATION -  H 35
 FE0256  PID         -  FE0256
 FE0256  STATE/COUNTY-  TN/HARDIN
 FE0256  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0256
 FE0256                         *CURRENT SURVEY CONTROL
 FE0256  ___________________________________________________________________
 FE0256* NAD 83(1995)-  35 09 11.64247(N)    088 20 11.47882(W)     ADJUSTED  
 FE0256* NAVD 88     -       138.635  (meters)     454.84   (feet)  ADJUSTED  
 FE0256  ___________________________________________________________________
 FE0256  X           -     151,553.577 (meters)                     COMP
 FE0256  Y           -  -5,218,548.024 (meters)                     COMP
 FE0256  Z           -   3,651,843.476 (meters)                     COMP
 FE0256  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 FE0256  ELLIP HEIGHT-         111.10  (meters)          (02/20/01) GPS OBS
 FE0256  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE0256  DYNAMIC HT  -         138.508 (meters)     454.42  (feet)  COMP
 FE0256  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 FE0256
 FE0256  HORZ ORDER  -  FIRST
 FE0256  VERT ORDER  -  FIRST     CLASS II
 FE0256  ELLP ORDER  -  SECOND    CLASS I
 FE0256
 FE0256.The horizontal coordinates were established by GPS observations
 FE0256.and adjusted by the National Geodetic Survey in February 2001..
 FE0256
 FE0256.The orthometric height was determined by differential leveling
 FE0256.and adjusted by the National Geodetic Survey in June 1991..
 FE0256
 FE0256.Photographs are available for this station.
 FE0256
 FE0256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0256
 FE0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0256
 FE0256.The ellipsoidal height was determined by GPS observations
 FE0256.and is referenced to NAD 83.
 FE0256
 FE0256.The geoid height was determined by GEOID03.
 FE0256
 FE0256.The dynamic height is computed by dividing the NAVD 88
 FE0256.geopotential number by the normal gravity value computed on the
 FE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0256.degrees latitude (g = 980.6199 gals.).
 FE0256
 FE0256.The modeled gravity was interpolated from observed gravity values.
 FE0256
 FE0256;                    North         East     Units Scale Factor Converg.
 FE0256;SPC TN       -    93,510.135   387,117.880   MT  1.00001849   -1 22 04.4
 FE0256;SPC TN       -   306,791.17  1,270,069.24   sFT  1.00001849   -1 22 04.4
 FE0256;UTM  16      - 3,890,853.936   378,264.211   MT  0.99978264   -0 46 10.6
 FE0256
 FE0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0256!SPC TN       -   0.99998256  x   1.00001849  =   1.00000105
 FE0256!UTM  16      -   0.99998256  x   0.99978264  =   0.99976521
 FE0256
 FE0256                          SUPERSEDED SURVEY CONTROL
 FE0256
 FE0256  NAVD 88 (02/20/01)  138.63   (m)          454.8    (f) LEVELING    3  
 FE0256  NGVD 29 (??/??/??)  138.642  (m)          454.86   (f) ADJUSTED    1 2
 FE0256
 FE0256.Superseded values are not recommended for survey control.
 FE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0256.See file dsdata.txt to determine how the superseded data were derived.
 FE0256
 FE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7826490854(NAD 83)
 FE0256_MARKER: DB = BENCH MARK DISK
 FE0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0256_STAMPING: H 35 1934 454.911
 FE0256_MARK LOGO: NONE  
 FE0256_PROJECTION: FLUSH
 FE0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0256+STABILITY: SURFACE MOTION
 FE0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0256+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FE0256
 FE0256  HISTORY     - Date     Condition        Report By
 FE0256  HISTORY     - 1934     MONUMENTED       CGS
 FE0256  HISTORY     - 1947     GOOD             CGS
 FE0256  HISTORY     - 1949     GOOD             CGS
 FE0256  HISTORY     - 1999     GOOD             LOWE
 FE0256
 FE0256                          STATION DESCRIPTION
 FE0256
 FE0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0256'0.9 MI W FROM PITTSBURG LANDING.
 FE0256'0.9 MILE WEST ALONG GRANT ROAD FROM THE POST OFFICE AT PITTSBURG
 FE0256'LANDING, AT THE JUNCTION OF STATE HIGHWAY 22, 70 FEET EAST AND
 FE0256'ACROSS THE HIGHWAY FROM THE EAST CORNER OF THE MC ARTHUR
 FE0256'MONUMENT, 22 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FE0256'35 FEET SOUTHEAST OF THE CENTER LINE OF GRANT ROAD, 2 FEET SOUTH
 FE0256'OF A SIGN PITTSBURG LANDING 1 MILE, 2 FEET NORTHWEST OF A WHITE
 FE0256'WOODEN WITNESS POST, ABOUT 0.5 FOOT ABOVE THE JUNCTION AND SET
 FE0256'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- A
 FE0256'STEEL POST WAS SET 2 FEET SOUTHEAST OF MARKER.
 FE0256
 FE0256                          STATION RECOVERY (1949)
 FE0256
 FE0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0256'RECOVERED IN GOOD CONDITION.
 FE0256
 FE0256                          STATION RECOVERY (1999)
 FE0256
 FE0256'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE0256'RECOVERED 1999
 FE0256'RECOVERY NOTE BY LOWE ENGINEERS 1999. TO REACH THE STATION FROM
 FE0256'THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 22, TURN
 FE0256'SOUTH ON STATE HIGHWAY 22 AND GO 8.2 KM (5.1 MI) TO THE ENTRANCE OF
 FE0256'SHILOH NATIONAL PARK, TURN LEFT AND GO EAST 0.16 KM (0.1 MI) TO THE
 FE0256'STATION ON THE RIGHT.
 FE0256' 
 FE0256'THE STATION IS 46.6 M (152.9 FT) SOUTHWEST FROM THE CENTERLINE OF
 FE0256'THE PARK ENTRANCE ROAD, 24.7 M (81.0 FT) NORTH FROM A WOODEN SIGN
 FE0256'READING HAMBURG-SAVANNAH ROAD, AND 21.3 M (69.9 FT) EAST FROM THE
 FE0256'EAST CORNER OF THE MC ARTHUR MONUMENT. THE STATION WAS
 FE0256'RECOVERED IN GOOD CONDITION.
 FE0256' 
 FE0256' 
 FE0256'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0955 ***********************************************************************
 FD0955  DESIGNATION -  H 36
 FD0955  PID         -  FD0955
 FD0955  STATE/COUNTY-  TN/WAYNE
 FD0955  USGS QUAD   -  EAGLE CREEK (1972)
 FD0955
 FD0955                         *CURRENT SURVEY CONTROL
 FD0955  ___________________________________________________________________
 FD0955* NAD 83(1986)-  35 17 54.     (N)    087 58 10.     (W)     SCALED    
 FD0955* NAVD 88     -       222.480  (meters)     729.92   (feet)  ADJUSTED  
 FD0955  ___________________________________________________________________
 FD0955  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0955  DYNAMIC HT  -         222.272 (meters)     729.24  (feet)  COMP
 FD0955  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FD0955
 FD0955  VERT ORDER  -  SECOND    CLASS 0
 FD0955
 FD0955.The horizontal coordinates were scaled from a topographic map and have
 FD0955.an estimated accuracy of +/- 6 seconds.
 FD0955
 FD0955.The orthometric height was determined by differential leveling
 FD0955.and adjusted by the National Geodetic Survey in June 1991..
 FD0955
 FD0955.The geoid height was determined by GEOID03.
 FD0955
 FD0955.The dynamic height is computed by dividing the NAVD 88
 FD0955.geopotential number by the normal gravity value computed on the
 FD0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0955.degrees latitude (g = 980.6199 gals.).
 FD0955
 FD0955.The modeled gravity was interpolated from observed gravity values.
 FD0955
 FD0955;                    North         East    Units  Estimated Accuracy
 FD0955;SPC TN       -   108,870.      420,880.      MT  (+/- 180 meters Scaled)
 FD0955
 FD0955                          SUPERSEDED SURVEY CONTROL
 FD0955
 FD0955  NGVD 29 (??/??/92)  222.486  (m)          729.94   (f) ADJ UNCH    2 0
 FD0955
 FD0955.Superseded values are not recommended for survey control.
 FD0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0955.See file dsdata.txt to determine how the superseded data were derived.
 FD0955
 FD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE118065(NAD 83)
 FD0955_MARKER: DB = BENCH MARK DISK
 FD0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0955_STAMPING: H 36 1934
 FD0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0955+STABILITY: SURFACE MOTION
 FD0955
 FD0955  HISTORY     - Date     Condition        Report By
 FD0955  HISTORY     - 1934     MONUMENTED       CGS
 FD0955  HISTORY     - 1950     GOOD             NGS
 FD0955  HISTORY     - 1962     GOOD             NGS
 FD0955
 FD0955                          STATION DESCRIPTION
 FD0955
 FD0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0955'4.2 MI E FROM OLIVE HILL.
 FD0955'IN WAYNE COUNTY, 4.25 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD0955'OLIVE HILL, HARDIN COUNTY, 1-1/4 MILES WEST OF THE BRIDGE OVER
 FD0955'HARDIN CREEK, AT THE TOP OF A HILL, 40 YARDS EAST OF THE JUNCTION
 FD0955'OF A GRAVEL ROAD LEADING SOUTH, 9 YARDS NORTH OF THE CENTERLINE
 FD0955'OF THE HIGHWAY, AND 2 FEET NORTH OF A STEEL POST WITH A
 FD0955'CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED H 36 1934 AND SET
 FD0955'IN THE TOP OF A CONCRETE POST.
 FD0955
 FD0955                          STATION RECOVERY (1962)
 FD0955
 FD0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0858 ***********************************************************************
 FD0858  DESIGNATION -  H 37
 FD0858  PID         -  FD0858
 FD0858  STATE/COUNTY-  TN/GILES
 FD0858  USGS QUAD   -  MILKY WAY (1988)
 FD0858
 FD0858                         *CURRENT SURVEY CONTROL
 FD0858  ___________________________________________________________________
 FD0858* NAD 83(1986)-  35 18 09.     (N)    087 01 38.     (W)     SCALED    
 FD0858* NAVD 88     -       226.275  (meters)     742.37   (feet)  ADJUSTED  
 FD0858  ___________________________________________________________________
 FD0858  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FD0858  DYNAMIC HT  -         226.063 (meters)     741.67  (feet)  COMP
 FD0858  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 FD0858
 FD0858  VERT ORDER  -  SECOND    CLASS 0
 FD0858
 FD0858.The horizontal coordinates were scaled from a topographic map and have
 FD0858.an estimated accuracy of +/- 6 seconds.
 FD0858
 FD0858.The orthometric height was determined by differential leveling
 FD0858.and adjusted by the National Geodetic Survey in June 1991..
 FD0858
 FD0858.The geoid height was determined by GEOID03.
 FD0858
 FD0858.The dynamic height is computed by dividing the NAVD 88
 FD0858.geopotential number by the normal gravity value computed on the
 FD0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0858.degrees latitude (g = 980.6199 gals.).
 FD0858
 FD0858.The modeled gravity was interpolated from observed gravity values.
 FD0858
 FD0858;                    North         East    Units  Estimated Accuracy
 FD0858;SPC TN       -   108,020.      506,580.      MT  (+/- 180 meters Scaled)
 FD0858
 FD0858                          SUPERSEDED SURVEY CONTROL
 FD0858
 FD0858  NGVD 29 (??/??/92)  226.237  (m)          742.25   (f) ADJ UNCH    2 0
 FD0858
 FD0858.Superseded values are not recommended for survey control.
 FD0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0858.See file dsdata.txt to determine how the superseded data were derived.
 FD0858
 FD0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE975065(NAD 83)
 FD0858_MARKER: DB = BENCH MARK DISK
 FD0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0858_STAMPING: H 37 1934
 FD0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0858+STABILITY: SURFACE MOTION
 FD0858
 FD0858  HISTORY     - Date     Condition        Report By
 FD0858  HISTORY     - 1934     MONUMENTED       CGS
 FD0858
 FD0858                          STATION DESCRIPTION
 FD0858
 FD0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0858'10 MI N FROM PULASKI.
 FD0858'10.0 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0858'FROM THE STATION AT PULASKI, GILES COUNTY, AT MILKY WAY, 27 RAILS
 FD0858'NORTH OF THE OVERHEAD BRIDGE OF U.S. HIGHWAY 31, 2 RAILS NORTH OF
 FD0858'A LOADING PLATFORM, 25 FEET SOUTH OF THE CENTER OF A ROAD
 FD0858'CROSSING, 30 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 20
 FD0858'FEET SOUTH OF A GATEPOST.  A STANDARD DISK, STAMPED H 37 1934 AND
 FD0858'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1165 ***********************************************************************
 FC1165  DESIGNATION -  H 39
 FC1165  PID         -  FC1165
 FC1165  STATE/COUNTY-  TN/HAMILTON
 FC1165  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1165
 FC1165                         *CURRENT SURVEY CONTROL
 FC1165  ___________________________________________________________________
 FC1165* NAD 83(1986)-  35 03 56.     (N)    085 13 42.     (W)     SCALED    
 FC1165* NAVD 88     -       217.909  (meters)     714.92   (feet)  ADJUSTED  
 FC1165  ___________________________________________________________________
 FC1165  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC1165  DYNAMIC HT  -         217.692 (meters)     714.21  (feet)  COMP
 FC1165  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 FC1165
 FC1165  VERT ORDER  -  SECOND    CLASS 0
 FC1165
 FC1165.The horizontal coordinates were scaled from a topographic map and have
 FC1165.an estimated accuracy of +/- 6 seconds.
 FC1165
 FC1165.The orthometric height was determined by differential leveling
 FC1165.and adjusted by the National Geodetic Survey in June 1991..
 FC1165
 FC1165.The geoid height was determined by GEOID03.
 FC1165
 FC1165.The dynamic height is computed by dividing the NAVD 88
 FC1165.geopotential number by the normal gravity value computed on the
 FC1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1165.degrees latitude (g = 980.6199 gals.).
 FC1165
 FC1165.The modeled gravity was interpolated from observed gravity values.
 FC1165
 FC1165;                    North         East    Units  Estimated Accuracy
 FC1165;SPC TN       -    81,520.      670,390.      MT  (+/- 180 meters Scaled)
 FC1165
 FC1165                          SUPERSEDED SURVEY CONTROL
 FC1165
 FC1165  NGVD 29 (??/??/92)  217.935  (m)          715.01   (f) ADJ UNCH    2 0
 FC1165
 FC1165.Superseded values are not recommended for survey control.
 FC1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1165.See file dsdata.txt to determine how the superseded data were derived.
 FC1165
 FC1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD615817(NAD 83)
 FC1165_MARKER: DB = BENCH MARK DISK
 FC1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1165_SP_SET: HEADWALL
 FC1165_STAMPING: H 39 1934
 FC1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1165
 FC1165  HISTORY     - Date     Condition        Report By
 FC1165  HISTORY     - 1934     MONUMENTED       CGS
 FC1165  HISTORY     - 1950     GOOD             NGS
 FC1165  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1165  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1165
 FC1165                          STATION DESCRIPTION
 FC1165
 FC1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1165'0.5 MI W FROM MC CARTY.
 FC1165'0.5 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1165'MC CARTY, HAMILTON COUNTY, AT MILEAGE 236.5, IN THE TOP OF THE
 FC1165'NORTH HEADWALL OF A HIGHWAY UNDERPASS, AND 1 FOOT WEST OF THE EAST
 FC1165'END.  A STANDARD DISK, STAMPED H 39 1934.
 FC1165
 FC1165                          STATION RECOVERY (1972)
 FC1165
 FC1165'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1165'MARK NOT FOUND.
 FC1165
 FC1165                          STATION RECOVERY (1983)
 FC1165
 FC1165'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1420 ***********************************************************************
 GC1420  DESIGNATION -  H 4
 GC1420  PID         -  GC1420
 GC1420  STATE/COUNTY-  TN/CHEATHAM
 GC1420  USGS QUAD   -  LILLAMAY (1983)
 GC1420
 GC1420                         *CURRENT SURVEY CONTROL
 GC1420  ___________________________________________________________________
 GC1420* NAD 83(1986)-  36 13 39.     (N)    087 01 03.     (W)     SCALED    
 GC1420* NAVD 88     -       124.062  (meters)     407.03   (feet)  ADJUSTED  
 GC1420  ___________________________________________________________________
 GC1420  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1420  DYNAMIC HT  -         123.956 (meters)     406.68  (feet)  COMP
 GC1420  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GC1420
 GC1420  VERT ORDER  -  FIRST     CLASS II
 GC1420
 GC1420.The horizontal coordinates were scaled from a topographic map and have
 GC1420.an estimated accuracy of +/- 6 seconds.
 GC1420
 GC1420.The orthometric height was determined by differential leveling
 GC1420.and adjusted by the National Geodetic Survey in June 1991..
 GC1420
 GC1420.The geoid height was determined by GEOID03.
 GC1420
 GC1420.The dynamic height is computed by dividing the NAVD 88
 GC1420.geopotential number by the normal gravity value computed on the
 GC1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1420.degrees latitude (g = 980.6199 gals.).
 GC1420
 GC1420.The modeled gravity was interpolated from observed gravity values.
 GC1420
 GC1420;                    North         East    Units  Estimated Accuracy
 GC1420;SPC TN       -   210,630.      508,530.      MT  (+/- 180 meters Scaled)
 GC1420
 GC1420                          SUPERSEDED SURVEY CONTROL
 GC1420
 GC1420  NGVD 29 (??/??/92)  124.107  (m)          407.17   (f) ADJ UNCH    1 2
 GC1420
 GC1420.Superseded values are not recommended for survey control.
 GC1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1420.See file dsdata.txt to determine how the superseded data were derived.
 GC1420
 GC1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF984091(NAD 83)
 GC1420_MARKER: DB = BENCH MARK DISK
 GC1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1420_STAMPING: H 4 1921 ELEV 407.542 FT
 GC1420_MARK LOGO: CGS   
 GC1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1420+STABILITY: SURFACE MOTION
 GC1420
 GC1420  HISTORY     - Date     Condition        Report By
 GC1420  HISTORY     - 1921     MONUMENTED       CGS
 GC1420  HISTORY     - 1949     GOOD             NGS
 GC1420  HISTORY     - 1984     GOOD             NGS
 GC1420
 GC1420                          STATION DESCRIPTION
 GC1420
 GC1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1420'4.8 MI SE FROM ASHLAND CITY.
 GC1420'4.8 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1420'THE STATION AT ASHLAND CITY, AT GRAVELOTTE, 90 FEET WEST OF THE
 GC1420'CENTER OF THE ROAD CROSSING AND MAIN TRACK, 84 FEET NORTHWEST
 GC1420'OF THE CENTER LINE OF THE ROAD, 45 1/2 FEET SOUTHWEST OF THE
 GC1420'SOUTHWEST RAIL OF THE MAIN TRACK, 91 1/2 FEET SOUTHEAST OF
 GC1420'TELEPHONE POLE 402, 40 FEET WEST-SOUTHWEST OF THE STATION SIGN
 GC1420'POST, 17 FEET NORTHWEST OF A 12-INCH FORKED WALNUT TREE, 2 1/2
 GC1420'FEET NORTHEAST OF THE R/W FENCE, 1 1/2 FEET NORTHWEST OF A
 GC1420'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN
 GC1420'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GC1420
 GC1420                          STATION RECOVERY (1984)
 GC1420
 GC1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1420'RECOVERED IN GOOD CONDITION.  NOTE, OLD WITNESS POST AND THE STATION
 GC1420'SIGN POST ARE NO LONGER THERE.
 GC1420'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC1420'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1148 ***********************************************************************
 FC1148  DESIGNATION -  H 40
 FC1148  PID         -  FC1148
 FC1148  STATE/COUNTY-  TN/HAMILTON
 FC1148  USGS QUAD   -  CHATTANOOGA (1976)
 FC1148
 FC1148                         *CURRENT SURVEY CONTROL
 FC1148  ___________________________________________________________________
 FC1148* NAD 83(1986)-  35 06 23.     (N)    085 21 39.     (W)     SCALED    
 FC1148* NAVD 88     -       202.064  (meters)     662.94   (feet)  ADJUSTED  
 FC1148  ___________________________________________________________________
 FC1148  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 FC1148  DYNAMIC HT  -         201.860 (meters)     662.27  (feet)  COMP
 FC1148  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 FC1148
 FC1148  VERT ORDER  -  SECOND    CLASS 0
 FC1148
 FC1148.The horizontal coordinates were scaled from a topographic map and have
 FC1148.an estimated accuracy of +/- 6 seconds.
 FC1148
 FC1148.The orthometric height was determined by differential leveling
 FC1148.and adjusted by the National Geodetic Survey in June 1991..
 FC1148
 FC1148.The geoid height was determined by GEOID03.
 FC1148
 FC1148.The dynamic height is computed by dividing the NAVD 88
 FC1148.geopotential number by the normal gravity value computed on the
 FC1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1148.degrees latitude (g = 980.6199 gals.).
 FC1148
 FC1148.The modeled gravity was interpolated from observed gravity values.
 FC1148
 FC1148;                    North         East    Units  Estimated Accuracy
 FC1148;SPC TN       -    85,960.      658,270.      MT  (+/- 180 meters Scaled)
 FC1148
 FC1148                          SUPERSEDED SURVEY CONTROL
 FC1148
 FC1148  NGVD 29 (??/??/92)  202.091  (m)          663.03   (f) ADJ UNCH    2 0
 FC1148
 FC1148.Superseded values are not recommended for survey control.
 FC1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1148.See file dsdata.txt to determine how the superseded data were derived.
 FC1148
 FC1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD493860(NAD 83)
 FC1148_MARKER: DB = BENCH MARK DISK
 FC1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1148_STAMPING: H 40 1934
 FC1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1148+STABILITY: SURFACE MOTION
 FC1148
 FC1148  HISTORY     - Date     Condition        Report By
 FC1148  HISTORY     - 1934     MONUMENTED       CGS
 FC1148
 FC1148                          STATION DESCRIPTION
 FC1148
 FC1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1148'6 MI W FROM CHATTANOOGA.
 FC1148'6.0 MILES WEST ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1148'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1148'200 FEET NORTHWEST OF A ONE-ROOM WEATHERBOARD CABIN ON THE
 FC1148'RIVER BANK, 20 FEET NORTH OF A HIGHWAY FILL, AND 10 FEET EAST
 FC1148'OF TELEPHONE POLE 5685.  A STANDARD DISK, STAMPED H 40 1934
 FC1148'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1196 ***********************************************************************
 FC1196  DESIGNATION -  H 41
 FC1196  PID         -  FC1196
 FC1196  STATE/COUNTY-  TN/HAMILTON
 FC1196  USGS QUAD   -  CHATTANOOGA (1976)
 FC1196
 FC1196                         *CURRENT SURVEY CONTROL
 FC1196  ___________________________________________________________________
 FC1196* NAD 83(1986)-  35 01 31.     (N)    085 20 38.     (W)     SCALED    
 FC1196* NAVD 88     -       213.211  (meters)     699.51   (feet)  ADJUSTED  
 FC1196  ___________________________________________________________________
 FC1196  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FC1196  DYNAMIC HT  -         212.999 (meters)     698.81  (feet)  COMP
 FC1196  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 FC1196
 FC1196  VERT ORDER  -  FIRST     CLASS II
 FC1196
 FC1196.The horizontal coordinates were scaled from a topographic map and have
 FC1196.an estimated accuracy of +/- 6 seconds.
 FC1196
 FC1196.The orthometric height was determined by differential leveling
 FC1196.and adjusted by the National Geodetic Survey in June 1991..
 FC1196
 FC1196.The geoid height was determined by GEOID03.
 FC1196
 FC1196.The dynamic height is computed by dividing the NAVD 88
 FC1196.geopotential number by the normal gravity value computed on the
 FC1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1196.degrees latitude (g = 980.6199 gals.).
 FC1196
 FC1196.The modeled gravity was interpolated from observed gravity values.
 FC1196
 FC1196;                    North         East    Units  Estimated Accuracy
 FC1196;SPC TN       -    76,970.      659,880.      MT  (+/- 180 meters Scaled)
 FC1196
 FC1196                          SUPERSEDED SURVEY CONTROL
 FC1196
 FC1196  NGVD 29 (??/??/92)  213.240  (m)          699.60   (f) ADJ UNCH    1 2
 FC1196
 FC1196.Superseded values are not recommended for survey control.
 FC1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1196.See file dsdata.txt to determine how the superseded data were derived.
 FC1196
 FC1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD510771(NAD 83)
 FC1196_MARKER: DB = BENCH MARK DISK
 FC1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1196_SP_SET: OVERPASS
 FC1196_STAMPING: H 41 1934
 FC1196_MARK LOGO: CGS   
 FC1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1196
 FC1196  HISTORY     - Date     Condition        Report By
 FC1196  HISTORY     - 1934     MONUMENTED       CGS
 FC1196  HISTORY     - 1950     GOOD             NGS
 FC1196  HISTORY     - 1962     GOOD             NGS
 FC1196  HISTORY     - 1983     GOOD             NGS
 FC1196
 FC1196                          STATION DESCRIPTION
 FC1196
 FC1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1196'3.2 MI SW FROM CHATTANOOGA.
 FC1196'ABOUT 3.2 MILES SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN
 FC1196'RAILWAY FROM THE ROSSVILLE AVENUE VIADUCT AT CHATTANOOGA, ABOUT
 FC1196'0.1 MILE NORTHWEST OF THE NORTHWEST END OF A TUNNEL, ABOUT
 FC1196'200 FEET SOUTHEAST OF THE SOUTHEAST END OF A BRIDGE OVER LOOKOUT
 FC1196'CREEK, SET IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE RAILROAD
 FC1196'OVERPASS OVER THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 FC1196'138 FEET SOUTHEAST AND ACROSS TRACK FROM MILE POST 3, 4 1/2
 FC1196'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1/2 FOOT BELOW
 FC1196'THE TRACK.
 FC1196
 FC1196                          STATION RECOVERY (1962)
 FC1196
 FC1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1196'RECOVERED IN GOOD CONDITION.
 FC1196
 FC1196                          STATION RECOVERY (1983)
 FC1196
 FC1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0976 ***********************************************************************
 FC0976  DESIGNATION -  H 42
 FC0976  PID         -  FC0976
 FC0976  STATE/COUNTY-  TN/BLEDSOE
 FC0976  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC0976
 FC0976                         *CURRENT SURVEY CONTROL
 FC0976  ___________________________________________________________________
 FC0976* NAD 83(1986)-  35 38 11.     (N)    085 10 20.     (W)     SCALED    
 FC0976* NAVD 88     -       260.972  (meters)     856.21   (feet)  ADJUSTED  
 FC0976  ___________________________________________________________________
 FC0976  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC0976  DYNAMIC HT  -         260.726 (meters)     855.40  (feet)  COMP
 FC0976  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FC0976
 FC0976  VERT ORDER  -  SECOND    CLASS 0
 FC0976
 FC0976.The horizontal coordinates were scaled from a topographic map and have
 FC0976.an estimated accuracy of +/- 6 seconds.
 FC0976
 FC0976.The orthometric height was determined by differential leveling
 FC0976.and adjusted by the National Geodetic Survey in June 1991..
 FC0976
 FC0976.The geoid height was determined by GEOID03.
 FC0976
 FC0976.The dynamic height is computed by dividing the NAVD 88
 FC0976.geopotential number by the normal gravity value computed on the
 FC0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0976.degrees latitude (g = 980.6199 gals.).
 FC0976
 FC0976.The modeled gravity was interpolated from observed gravity values.
 FC0976
 FC0976;                    North         East    Units  Estimated Accuracy
 FC0976;SPC TN       -   144,890.      674,970.      MT  (+/- 180 meters Scaled)
 FC0976
 FC0976                          SUPERSEDED SURVEY CONTROL
 FC0976
 FC0976  NGVD 29 (??/??/92)  261.023  (m)          856.37   (f) ADJ UNCH    2 0
 FC0976
 FC0976.Superseded values are not recommended for survey control.
 FC0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0976.See file dsdata.txt to determine how the superseded data were derived.
 FC0976
 FC0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE654451(NAD 83)
 FC0976_MARKER: DB = BENCH MARK DISK
 FC0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0976_STAMPING: H 42 1934
 FC0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0976+STABILITY: SURFACE MOTION
 FC0976
 FC0976  HISTORY     - Date     Condition        Report By
 FC0976  HISTORY     - 1934     MONUMENTED       CGS
 FC0976  HISTORY     - 1934     GOOD             NGS
 FC0976  HISTORY     - 1957     MARK NOT FOUND   TVA
 FC0976
 FC0976                          STATION DESCRIPTION
 FC0976
 FC0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0976'2.4 MI N FROM PIKEVILLE.
 FC0976'2.4 MILES NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0976'COUNTY, 48 FEET WEST OF THE SOUTHWEST CORNER OF T.C. CLARKS
 FC0976'HOUSE, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 16 FEET
 FC0976'NORTH OF THE NORTH END OF A GATE, AND 1 FOOT EAST OF A WIRE
 FC0976'FENCE.  A STANDARD DISK, STAMPED H 42 1934 AND SET IN THE TOP
 FC0976'OF A CONCRETE POST.
 FC0976
 FC0976                          STATION RECOVERY (1957)
 FC0976
 FC0976'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1957
 FC0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1021 ***********************************************************************
 FC1021  DESIGNATION -  H 43
 FC1021  PID         -  FC1021
 FC1021  STATE/COUNTY-  TN/VAN BUREN
 FC1021  USGS QUAD   -  SPENCER (1974)
 FC1021
 FC1021                         *CURRENT SURVEY CONTROL
 FC1021  ___________________________________________________________________
 FC1021* NAD 83(1986)-  35 44 48.     (N)    085 27 46.     (W)     SCALED    
 FC1021* NAVD 88     -       554.503  (meters)    1819.23   (feet)  ADJUSTED  
 FC1021  ___________________________________________________________________
 FC1021  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FC1021  DYNAMIC HT  -         553.999 (meters)    1817.58  (feet)  COMP
 FC1021  MODELED GRAV-     979,704.6   (mgal)                       NAVD 88
 FC1021
 FC1021  VERT ORDER  -  SECOND    CLASS 0
 FC1021
 FC1021.The horizontal coordinates were scaled from a topographic map and have
 FC1021.an estimated accuracy of +/- 6 seconds.
 FC1021
 FC1021.The orthometric height was determined by differential leveling
 FC1021.and adjusted by the National Geodetic Survey in June 1991..
 FC1021
 FC1021.The geoid height was determined by GEOID03.
 FC1021
 FC1021.The dynamic height is computed by dividing the NAVD 88
 FC1021.geopotential number by the normal gravity value computed on the
 FC1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1021.degrees latitude (g = 980.6199 gals.).
 FC1021
 FC1021.The modeled gravity was interpolated from observed gravity values.
 FC1021
 FC1021;                    North         East    Units  Estimated Accuracy
 FC1021;SPC TN       -   156,940.      648,590.      MT  (+/- 180 meters Scaled)
 FC1021
 FC1021                          SUPERSEDED SURVEY CONTROL
 FC1021
 FC1021  NGVD 29 (??/??/92)  554.563  (m)         1819.43   (f) ADJ UNCH    2 0
 FC1021
 FC1021.Superseded values are not recommended for survey control.
 FC1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1021.See file dsdata.txt to determine how the superseded data were derived.
 FC1021
 FC1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE389569(NAD 83)
 FC1021_MARKER: DB = BENCH MARK DISK
 FC1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1021_SP_SET: CONCRETE PORCH
 FC1021_STAMPING: H 43 1934
 FC1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1021
 FC1021  HISTORY     - Date     Condition        Report By
 FC1021  HISTORY     - 1934     MONUMENTED       CGS
 FC1021  HISTORY     - 1952     GOOD             NGS
 FC1021
 FC1021                          STATION DESCRIPTION
 FC1021
 FC1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1021'AT SPENCER.
 FC1021'AT SPENCER, VAN BUREN COUNTY, AT BURITT COLLEGE, IN FRONT OF THE
 FC1021'MAIN BUILDING, 5 FEET SOUTH OF THE MAIN ENTRANCE, IN THE CONCRETE
 FC1021'PORCH, 7 INCHES WEST OF THE WALL, AND 1 FOOT NORTH OF THE EDGE OF
 FC1021'THE PORCH.  A STANDARD DISK, STAMPED H 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1048 ***********************************************************************
 FC1048  DESIGNATION -  H 44
 FC1048  PID         -  FC1048
 FC1048  STATE/COUNTY-  TN/RHEA
 FC1048  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1048
 FC1048                         *CURRENT SURVEY CONTROL
 FC1048  ___________________________________________________________________
 FC1048* NAD 83(1986)-  35 33 21.     (N)    085 05 24.     (W)     SCALED    
 FC1048* NAVD 88     -       557.129  (meters)    1827.85   (feet)  ADJUSTED  
 FC1048  ___________________________________________________________________
 FC1048  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FC1048  DYNAMIC HT  -         556.573 (meters)    1826.02  (feet)  COMP
 FC1048  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 FC1048
 FC1048  VERT ORDER  -  SECOND    CLASS 0
 FC1048
 FC1048.The horizontal coordinates were scaled from a topographic map and have
 FC1048.an estimated accuracy of +/- 6 seconds.
 FC1048
 FC1048.The orthometric height was determined by differential leveling
 FC1048.and adjusted by the National Geodetic Survey in June 1991..
 FC1048
 FC1048.The geoid height was determined by GEOID03.
 FC1048
 FC1048.The dynamic height is computed by dividing the NAVD 88
 FC1048.geopotential number by the normal gravity value computed on the
 FC1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1048.degrees latitude (g = 980.6199 gals.).
 FC1048
 FC1048.The modeled gravity was interpolated from observed gravity values.
 FC1048
 FC1048;                    North         East    Units  Estimated Accuracy
 FC1048;SPC TN       -   136,020.      682,500.      MT  (+/- 180 meters Scaled)
 FC1048
 FC1048                          SUPERSEDED SURVEY CONTROL
 FC1048
 FC1048  NGVD 29 (??/??/92)  557.178  (m)         1828.01   (f) ADJ UNCH    2 0
 FC1048
 FC1048.Superseded values are not recommended for survey control.
 FC1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1048.See file dsdata.txt to determine how the superseded data were derived.
 FC1048
 FC1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE731363(NAD 83)
 FC1048_MARKER: DB = BENCH MARK DISK
 FC1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1048_STAMPING: H 44 1934
 FC1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1048+STABILITY: SURFACE MOTION
 FC1048
 FC1048  HISTORY     - Date     Condition        Report By
 FC1048  HISTORY     - 1934     MONUMENTED       CGS
 FC1048  HISTORY     - 1952     GOOD             NGS
 FC1048  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1048
 FC1048                          STATION DESCRIPTION
 FC1048
 FC1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1048'0.9 MI E FROM MORGAN SPRINGS.
 FC1048'0.9 MILE EAST ALONG STATE HIGHWAY 30 FROM THE GENERAL STORE
 FC1048'AT MORGAN SPRINGS, RHEA COUNTY, IN FRONT OF THE J. THOMPSON
 FC1048'HOUSE IN 1934, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FC1048'AND 7 FEET NORTH OF THE YARD FENCE.  A STANDARD DISK, STAMPED
 FC1048'H 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FC1048
 FC1048                          STATION RECOVERY (1972)
 FC1048
 FC1048'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2315 ***********************************************************************
 GA2315  DESIGNATION -  H 45
 GA2315  PID         -  GA2315
 GA2315  STATE/COUNTY-  TN/KNOX
 GA2315  USGS QUAD   -  JOHN SEVIER (1992)
 GA2315
 GA2315                         *CURRENT SURVEY CONTROL
 GA2315  ___________________________________________________________________
 GA2315* NAD 83(1986)-  36 04 08.     (N)    083 50 46.     (W)     SCALED    
 GA2315* NAVD 88     -       331.653  (meters)    1088.10   (feet)  POSTED    
 GA2315  ___________________________________________________________________
 GA2315  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA2315  DYNAMIC HT  -         331.350 (meters)    1087.10  (feet)  COMP
 GA2315  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 GA2315
 GA2315  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GA2315
 GA2315.The horizontal coordinates were scaled from a topographic map and have
 GA2315.an estimated accuracy of +/- 6 seconds.
 GA2315
 GA2315.The orthometric height was determined by differential leveling
 GA2315.and adjusted by the National Geodetic Survey in 1992..
 GA2315.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GA2315.rate of 3.1 thru 4.0 mm/km.
 GA2315
 GA2315.The geoid height was determined by GEOID03.
 GA2315
 GA2315.The dynamic height is computed by dividing the NAVD 88
 GA2315.geopotential number by the normal gravity value computed on the
 GA2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2315.degrees latitude (g = 980.6199 gals.).
 GA2315
 GA2315.The modeled gravity was interpolated from observed gravity values.
 GA2315
 GA2315;                    North         East    Units  Estimated Accuracy
 GA2315;SPC TN       -   194,690.      794,010.      MT  (+/- 180 meters Scaled)
 GA2315
 GA2315                          SUPERSEDED SURVEY CONTROL
 GA2315
 GA2315  NGVD 29 (??/??/92)  331.757  (m)         1088.44   (f) ADJ UNCH    2 0
 GA2315
 GA2315.Superseded values are not recommended for survey control.
 GA2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2315.See file dsdata.txt to determine how the superseded data were derived.
 GA2315
 GA2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV436953(NAD 83)
 GA2315_MARKER: DB = BENCH MARK DISK
 GA2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2315_STAMPING: H 45 1934
 GA2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2315+STABILITY: SURFACE MOTION
 GA2315
 GA2315  HISTORY     - Date     Condition        Report By
 GA2315  HISTORY     - 1934     MONUMENTED       CGS
 GA2315  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2315  HISTORY     - 1969     MARK NOT FOUND   TNDT
 GA2315
 GA2315                          STATION DESCRIPTION
 GA2315
 GA2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2315'1.5 MI S FROM MALONEYVILLE.
 GA2315'1.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2315'MALONEYVILLE, KNOX COUNTY, 6 POLES NORTH OF MILEPOST 10, 4-1/2
 GA2315'RAILS SOUTH OF A ROAD CROSSING, 21 FEET EAST OF THE CENTERLINE
 GA2315'OF A SECONDARY ROAD WEST OF THE TRACK, 17 FEET WEST OF THE WEST
 GA2315'RAIL, AND 50 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE.  A
 GA2315'STANDARD DISK, STAMPED H 45 1934 AND SET IN THE TOP OF A CONCRETE
 GA2315'POST.
 GA2315
 GA2315                          STATION RECOVERY (1969)
 GA2315
 GA2315'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 GA2315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2277 ***********************************************************************
 GA2277  DESIGNATION -  H 46
 GA2277  PID         -  GA2277
 GA2277  STATE/COUNTY-  TN/CLAIBORNE
 GA2277  USGS QUAD   -  CLOUDS (1952)
 GA2277
 GA2277                         *CURRENT SURVEY CONTROL
 GA2277  ___________________________________________________________________
 GA2277* NAD 83(1986)-  36 28 45.     (N)    083 40 24.     (W)     SCALED    
 GA2277* NAVD 88     -       349.607  (meters)    1147.00   (feet)  ADJUSTED  
 GA2277  ___________________________________________________________________
 GA2277  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA2277  DYNAMIC HT  -         349.289 (meters)    1145.96  (feet)  COMP
 GA2277  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 GA2277
 GA2277  VERT ORDER  -  SECOND    CLASS 0
 GA2277
 GA2277.The horizontal coordinates were scaled from a topographic map and have
 GA2277.an estimated accuracy of +/- 6 seconds.
 GA2277
 GA2277.The orthometric height was determined by differential leveling
 GA2277.and adjusted by the National Geodetic Survey in June 1991..
 GA2277
 GA2277.The geoid height was determined by GEOID03.
 GA2277
 GA2277.The dynamic height is computed by dividing the NAVD 88
 GA2277.geopotential number by the normal gravity value computed on the
 GA2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2277.degrees latitude (g = 980.6199 gals.).
 GA2277
 GA2277.The modeled gravity was interpolated from observed gravity values.
 GA2277
 GA2277;                    North         East    Units  Estimated Accuracy
 GA2277;SPC TN       -   240,560.      808,490.      MT  (+/- 180 meters Scaled)
 GA2277
 GA2277                          SUPERSEDED SURVEY CONTROL
 GA2277
 GA2277  NGVD 29 (??/??/92)  349.736  (m)         1147.43   (f) ADJ UNCH    2 0
 GA2277
 GA2277.Superseded values are not recommended for survey control.
 GA2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2277.See file dsdata.txt to determine how the superseded data were derived.
 GA2277
 GA2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA604404(NAD 83)
 GA2277_MARKER: DB = BENCH MARK DISK
 GA2277_SETTING: 66 = SET IN ROCK OUTCROP
 GA2277_SP_SET: BEDROCK
 GA2277_STAMPING: H 46 1934
 GA2277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2277+STABILITY: POSITION/ELEVATION WELL
 GA2277
 GA2277  HISTORY     - Date     Condition        Report By
 GA2277  HISTORY     - 1934     MONUMENTED       CGS
 GA2277  HISTORY     - 1949     GOOD             NGS
 GA2277
 GA2277                          STATION DESCRIPTION
 GA2277
 GA2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2277'6 MI SE FROM ARTHUR.
 GA2277'6.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2277'STATION AT ARTHUR, CLAIBORNE COUNTY, AT MILEAGE 55.2, 15 FEET
 GA2277'NORTH OF THE FOUNDATION OF THE OLD LONESOME VALLEY WATERTANK,
 GA2277'90 FEET NORTHWEST OF THE NEW WATERTANK, 89 FEET NORTHWEST OF
 GA2277'THE TOP CORNER OF THE WEST FOUNDATION, 40.5 FEET WEST OF THE
 GA2277'WEST RAIL, 15 FEET WEST OF AN ABANDONED TRACK BED, 58.3 FEET
 GA2277'NORTHEAST OF A NAIL AND BOTTLE CAP IN A 14-INCH OAK TREE,
 GA2277'43.3 FEET NORTH OF A NAIL AND BOTTLE CAP IN A TELEPHONE POLE,
 GA2277'20 FEET SOUTHEAST OF THE TOE OF A CUT, AND IN BEDROCK.  A STANDARD
 GA2277'DISK, STAMPED H 46 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1152 ***********************************************************************
 FB1152  DESIGNATION -  H 47
 FB1152  PID         -  FB1152
 FB1152  STATE/COUNTY-  TN/SEVIER
 FB1152  USGS QUAD   -  SHADY GROVE (1980)
 FB1152
 FB1152                         *CURRENT SURVEY CONTROL
 FB1152  ___________________________________________________________________
 FB1152* NAD 83(1986)-  35 54 40.     (N)    083 22 59.     (W)     SCALED    
 FB1152* NAVD 88     -       334.995  (meters)    1099.06   (feet)  ADJUSTED  
 FB1152  ___________________________________________________________________
 FB1152  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FB1152  DYNAMIC HT  -         334.678 (meters)    1098.02  (feet)  COMP
 FB1152  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 FB1152
 FB1152  VERT ORDER  -  SECOND    CLASS 0
 FB1152
 FB1152.The horizontal coordinates were scaled from a topographic map and have
 FB1152.an estimated accuracy of +/- 6 seconds.
 FB1152
 FB1152.The orthometric height was determined by differential leveling
 FB1152.and adjusted by the National Geodetic Survey in June 1991..
 FB1152
 FB1152.The geoid height was determined by GEOID03.
 FB1152
 FB1152.The dynamic height is computed by dividing the NAVD 88
 FB1152.geopotential number by the normal gravity value computed on the
 FB1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1152.degrees latitude (g = 980.6199 gals.).
 FB1152
 FB1152.The modeled gravity was interpolated from observed gravity values.
 FB1152
 FB1152;                    North         East    Units  Estimated Accuracy
 FB1152;SPC TN       -   178,210.      836,180.      MT  (+/- 180 meters Scaled)
 FB1152
 FB1152                          SUPERSEDED SURVEY CONTROL
 FB1152
 FB1152  NGVD 29 (??/??/92)  335.146  (m)         1099.56   (f) ADJ UNCH    2 0
 FB1152
 FB1152.Superseded values are not recommended for survey control.
 FB1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1152.See file dsdata.txt to determine how the superseded data were derived.
 FB1152
 FB1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV849767(NAD 83)
 FB1152_MARKER: DB = BENCH MARK DISK
 FB1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1152_STAMPING: H 47 1934
 FB1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1152+STABILITY: SURFACE MOTION
 FB1152
 FB1152  HISTORY     - Date     Condition        Report By
 FB1152  HISTORY     - 1934     MONUMENTED       CGS
 FB1152  HISTORY     - 1936     GOOD             NGS
 FB1152
 FB1152                          STATION DESCRIPTION
 FB1152
 FB1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1152'12.8 MI E FROM SEVIERVILLE.
 FB1152'12.8 MILES EAST ALONG STATE HIGHWAY 35 FROM SEVIERVILLE, SEVIER
 FB1152'COUNTY, 500 FEET EAST OF A WOODEN BRIDGE, 100 FEET EAST OF THE
 FB1152'HOLLIS DENTEN MAIL BOX, 25 FEET SOUTH OF THE CENTERLINE OF THE
 FB1152'HIGHWAY, AT A NORTH-AND-SOUTH SECTION FENCE, 48 FEET SOUTH-SOUTHEAST
 FB1152'OF POWERLINE POLE 177 AND 7 FEET SOUTH OF THE NORTHWEST FENCE
 FB1152'CORNER, 1 FOOT EAST OF A STEEL WITNESS POST.  A STANDARD DISK,
 FB1152'STAMPED H 47 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FB1152'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0964 ***********************************************************************
 GB0964  DESIGNATION -  H 48
 GB0964  PID         -  GB0964
 GB0964  STATE/COUNTY-  TN/FENTRESS
 GB0964  USGS QUAD   -  GRIMSLEY (1984)
 GB0964
 GB0964                         *CURRENT SURVEY CONTROL
 GB0964  ___________________________________________________________________
 GB0964* NAD 83(1986)-  36 16 02.     (N)    084 59 04.     (W)     SCALED    
 GB0964* NAVD 88     -       533.970  (meters)    1751.87   (feet)  ADJUSTED  
 GB0964  ___________________________________________________________________
 GB0964  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GB0964  DYNAMIC HT  -         533.487 (meters)    1750.28  (feet)  COMP
 GB0964  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 GB0964
 GB0964  VERT ORDER  -  SECOND    CLASS 0
 GB0964
 GB0964.The horizontal coordinates were scaled from a topographic map and have
 GB0964.an estimated accuracy of +/- 6 seconds.
 GB0964
 GB0964.The orthometric height was determined by differential leveling
 GB0964.and adjusted by the National Geodetic Survey in June 1991..
 GB0964
 GB0964.The geoid height was determined by GEOID03.
 GB0964
 GB0964.The dynamic height is computed by dividing the NAVD 88
 GB0964.geopotential number by the normal gravity value computed on the
 GB0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0964.degrees latitude (g = 980.6199 gals.).
 GB0964
 GB0964.The modeled gravity was interpolated from observed gravity values.
 GB0964
 GB0964;                    North         East    Units  Estimated Accuracy
 GB0964;SPC TN       -   215,040.      691,250.      MT  (+/- 180 meters Scaled)
 GB0964
 GB0964                          SUPERSEDED SURVEY CONTROL
 GB0964
 GB0964  NGVD 29 (??/??/92)  534.053  (m)         1752.14   (f) ADJ UNCH    2 0
 GB0964
 GB0964.Superseded values are not recommended for survey control.
 GB0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0964.See file dsdata.txt to determine how the superseded data were derived.
 GB0964
 GB0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF810154(NAD 83)
 GB0964_MARKER: DB = BENCH MARK DISK
 GB0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0964_STAMPING: H 48 1934
 GB0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0964+STABILITY: SURFACE MOTION
 GB0964
 GB0964  HISTORY     - Date     Condition        Report By
 GB0964  HISTORY     - 1934     MONUMENTED       CGS
 GB0964
 GB0964                          STATION DESCRIPTION
 GB0964
 GB0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0964'AT GRIMSLEY.
 GB0964'AT GRIMSLEY, FENTRESS COUNTY, ON STATE HIGHWAY 28, 70 FEET
 GB0964'NORTHEAST OF THE POST OFFICE, IN THE SOUTHEAST CORNER OF THE
 GB0964'YARD, AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 GB0964'STANDARD DISK, STAMPED H 48 1934 AND SET IN THE TOP OF A CONCRETE
 GB0964'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0949 ***********************************************************************
 GB0949  DESIGNATION -  H 49
 GB0949  PID         -  GB0949
 GB0949  STATE/COUNTY-  TN/SCOTT
 GB0949  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0949
 GB0949                         *CURRENT SURVEY CONTROL
 GB0949  ___________________________________________________________________
 GB0949* NAD 83(1986)-  36 24 45.     (N)    084 32 09.     (W)     SCALED    
 GB0949* NAVD 88     -       437.011  (meters)    1433.76   (feet)  ADJUSTED  
 GB0949  ___________________________________________________________________
 GB0949  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0949  DYNAMIC HT  -         436.641 (meters)    1432.55  (feet)  COMP
 GB0949  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GB0949
 GB0949  VERT ORDER  -  SECOND    CLASS 0
 GB0949
 GB0949.The horizontal coordinates were scaled from a topographic map and have
 GB0949.an estimated accuracy of +/- 6 seconds.
 GB0949
 GB0949.The orthometric height was determined by differential leveling
 GB0949.and adjusted by the National Geodetic Survey in June 1991..
 GB0949
 GB0949.The geoid height was determined by GEOID03.
 GB0949
 GB0949.The dynamic height is computed by dividing the NAVD 88
 GB0949.geopotential number by the normal gravity value computed on the
 GB0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0949.degrees latitude (g = 980.6199 gals.).
 GB0949
 GB0949.The modeled gravity was interpolated from observed gravity values.
 GB0949
 GB0949;                    North         East    Units  Estimated Accuracy
 GB0949;SPC TN       -   231,670.      731,320.      MT  (+/- 180 meters Scaled)
 GB0949
 GB0949                          SUPERSEDED SURVEY CONTROL
 GB0949
 GB0949  NGVD 29 (??/??/92)  437.141  (m)         1434.19   (f) ADJ UNCH    2 0
 GB0949
 GB0949.Superseded values are not recommended for survey control.
 GB0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0949.See file dsdata.txt to determine how the superseded data were derived.
 GB0949
 GB0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF209325(NAD 83)
 GB0949_MARKER: DB = BENCH MARK DISK
 GB0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0949_STAMPING: H 49 1934
 GB0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0949+STABILITY: SURFACE MOTION
 GB0949
 GB0949  HISTORY     - Date     Condition        Report By
 GB0949  HISTORY     - 1934     MONUMENTED       CGS
 GB0949  HISTORY     - 1935     GOOD             NGS
 GB0949
 GB0949                          STATION DESCRIPTION
 GB0949
 GB0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0949'1.4 MI S FROM HELENWOOD.
 GB0949'1.4 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM HELENWOOD, SCOTT
 GB0949'COUNTY, 100 FEET EAST OF THE AIRLINE TEA ROOM, AT THE JUNCTION OF
 GB0949'STATE HIGHWAY 63, 65 FEET EAST OF THE CENTER OF THE JUNCTION,
 GB0949'AND 12 FEET FROM THE EDGE OF A DITCH.  A STANDARD DISK, STAMPED
 GB0949'H 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0577 ***********************************************************************
 GB0577  DESIGNATION -  H 50
 GB0577  PID         -  GB0577
 GB0577  STATE/COUNTY-  TN/ANDERSON
 GB0577  USGS QUAD   -  LAKE CITY (1973)
 GB0577
 GB0577                         *CURRENT SURVEY CONTROL
 GB0577  ___________________________________________________________________
 GB0577* NAD 83(1986)-  36 12 22.     (N)    084 08 53.     (W)     SCALED    
 GB0577* NAVD 88     -       267.384  (meters)     877.24   (feet)  ADJUSTED  
 GB0577  ___________________________________________________________________
 GB0577  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB0577  DYNAMIC HT  -         267.143 (meters)     876.45  (feet)  COMP
 GB0577  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 GB0577
 GB0577  VERT ORDER  -  SECOND    CLASS 0
 GB0577
 GB0577.The horizontal coordinates were scaled from a topographic map and have
 GB0577.an estimated accuracy of +/- 6 seconds.
 GB0577
 GB0577.The orthometric height was determined by differential leveling
 GB0577.and adjusted by the National Geodetic Survey in June 1991..
 GB0577
 GB0577.The geoid height was determined by GEOID03.
 GB0577
 GB0577.The dynamic height is computed by dividing the NAVD 88
 GB0577.geopotential number by the normal gravity value computed on the
 GB0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0577.degrees latitude (g = 980.6199 gals.).
 GB0577
 GB0577.The modeled gravity was interpolated from observed gravity values.
 GB0577
 GB0577;                    North         East    Units  Estimated Accuracy
 GB0577;SPC TN       -   209,360.      766,530.      MT  (+/- 180 meters Scaled)
 GB0577
 GB0577                          SUPERSEDED SURVEY CONTROL
 GB0577
 GB0577  NGVD 29 (??/??/92)  267.527  (m)          877.71   (f) ADJ UNCH    2 0
 GB0577
 GB0577.Superseded values are not recommended for survey control.
 GB0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0577.See file dsdata.txt to determine how the superseded data were derived.
 GB0577
 GB0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF564105(NAD 83)
 GB0577_MARKER: DB = BENCH MARK DISK
 GB0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0577_STAMPING: H 50 1934
 GB0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0577+STABILITY: SURFACE MOTION
 GB0577
 GB0577  HISTORY     - Date     Condition        Report By
 GB0577  HISTORY     - 1934     MONUMENTED       CGS
 GB0577  HISTORY     - 1949     GOOD             NGS
 GB0577  HISTORY     - 1973     GOOD             TVA
 GB0577
 GB0577                          STATION DESCRIPTION
 GB0577
 GB0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0577'1.1 MI S FROM COAL CREEK.
 GB0577'1.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0577'ANDERSON COUNTY, 22 RAILS NORTH OF MILEPOST 30, 30 FEET NORTH
 GB0577'OF THE GRADE CROSSING, 18 FEET EAST OF THE TRACK, 8 FEET
 GB0577'SOUTHEAST OF A POLE, 1 FOOT EAST OF A FENCE, AND NEAR A STEEL
 GB0577'POST WITH A CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED H
 GB0577'50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GB0577
 GB0577                          STATION RECOVERY (1973)
 GB0577
 GB0577'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0113 ***********************************************************************
 GB0113  DESIGNATION -  H 51
 GB0113  PID         -  GB0113
 GB0113  STATE/COUNTY-  TN/CAMPBELL
 GB0113  USGS QUAD   -  JELLICO EAST (1982)
 GB0113
 GB0113                         *CURRENT SURVEY CONTROL
 GB0113  ___________________________________________________________________
 GB0113* NAD 83(1986)-  36 32 33.     (N)    084 04 26.     (W)     SCALED    
 GB0113* NAVD 88     -       332.132  (meters)    1089.67   (feet)  ADJUSTED  
 GB0113  ___________________________________________________________________
 GB0113  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 GB0113  DYNAMIC HT  -         331.841 (meters)    1088.71  (feet)  COMP
 GB0113  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 GB0113
 GB0113  VERT ORDER  -  SECOND    CLASS 0
 GB0113
 GB0113.The horizontal coordinates were scaled from a topographic map and have
 GB0113.an estimated accuracy of +/- 6 seconds.
 GB0113
 GB0113.The orthometric height was determined by differential leveling
 GB0113.and adjusted by the National Geodetic Survey in June 1991..
 GB0113
 GB0113.The geoid height was determined by GEOID03.
 GB0113
 GB0113.The dynamic height is computed by dividing the NAVD 88
 GB0113.geopotential number by the normal gravity value computed on the
 GB0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0113.degrees latitude (g = 980.6199 gals.).
 GB0113
 GB0113.The modeled gravity was interpolated from observed gravity values.
 GB0113
 GB0113;                    North         East    Units  Estimated Accuracy
 GB0113;SPC TN       -   246,810.      772,460.      MT  (+/- 180 meters Scaled)
 GB0113
 GB0113                          SUPERSEDED SURVEY CONTROL
 GB0113
 GB0113  NGVD 29 (??/??/92)  332.274  (m)         1090.14   (f) ADJ UNCH    2 0
 GB0113
 GB0113.Superseded values are not recommended for survey control.
 GB0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0113.See file dsdata.txt to determine how the superseded data were derived.
 GB0113
 GB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF619481(NAD 83)
 GB0113_MARKER: DB = BENCH MARK DISK
 GB0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0113_SP_SET: ABUTMENT
 GB0113_STAMPING: H 51 1934
 GB0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0113
 GB0113  HISTORY     - Date     Condition        Report By
 GB0113  HISTORY     - 1934     MONUMENTED       CGS
 GB0113
 GB0113                          STATION DESCRIPTION
 GB0113
 GB0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0113'1.6 MI NE FROM CHASKA.
 GB0113'1.6 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0113'FROM CHASKA, CAMPBELL COUNTY, AT BRIDGE 69, AND IN THE TOP OF THE
 GB0113'NORTH END OF THE BACK WALL OF THE EAST ABUTMENT.  A STANDARD
 GB0113'DISK, STAMPED H 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0369 ***********************************************************************
 GA0369  DESIGNATION -  H 52
 GA0369  PID         -  GA0369
 GA0369  STATE/COUNTY-  TN/UNICOI
 GA0369  USGS QUAD   -  CHESTOA (1978)
 GA0369
 GA0369                         *CURRENT SURVEY CONTROL
 GA0369  ___________________________________________________________________
 GA0369* NAD 83(1986)-  36 06 24.     (N)    082 26 41.     (W)     SCALED    
 GA0369* NAVD 88     -       520.992  (meters)    1709.29   (feet)  ADJUSTED  
 GA0369  ___________________________________________________________________
 GA0369  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA0369  DYNAMIC HT  -         520.473 (meters)    1707.59  (feet)  COMP
 GA0369  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 GA0369
 GA0369  VERT ORDER  -  SECOND    CLASS 0
 GA0369
 GA0369.The horizontal coordinates were scaled from a topographic map and have
 GA0369.an estimated accuracy of +/- 6 seconds.
 GA0369
 GA0369.The orthometric height was determined by differential leveling
 GA0369.and adjusted by the National Geodetic Survey in June 1991..
 GA0369
 GA0369.The geoid height was determined by GEOID03.
 GA0369
 GA0369.The dynamic height is computed by dividing the NAVD 88
 GA0369.geopotential number by the normal gravity value computed on the
 GA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0369.degrees latitude (g = 980.6199 gals.).
 GA0369
 GA0369.The modeled gravity was interpolated from observed gravity values.
 GA0369
 GA0369;                    North         East    Units  Estimated Accuracy
 GA0369;SPC TN       -   202,560.      920,040.      MT  (+/- 180 meters Scaled)
 GA0369
 GA0369                          SUPERSEDED SURVEY CONTROL
 GA0369
 GA0369  NGVD 29 (??/??/92)  521.110  (m)         1709.68   (f) ADJ UNCH    2 0
 GA0369
 GA0369.Superseded values are not recommended for survey control.
 GA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0369.See file dsdata.txt to determine how the superseded data were derived.
 GA0369
 GA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV699967(NAD 83)
 GA0369_MARKER: DB = BENCH MARK DISK
 GA0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0369_STAMPING: H 52 1934
 GA0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0369+STABILITY: SURFACE MOTION
 GA0369
 GA0369  HISTORY     - Date     Condition        Report By
 GA0369  HISTORY     - 1934     MONUMENTED       CGS
 GA0369  HISTORY     - 1936     GOOD             NGS
 GA0369  HISTORY     - 1965     MARK NOT FOUND   LOCSUR
 GA0369
 GA0369                          STATION DESCRIPTION
 GA0369
 GA0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0369'3.2 MI SW FROM EWRIN.
 GA0369'3.2 MILES SOUTHWEST ALONG THE CLINCHFIELD RAILROAD FROM THE
 GA0369'STATION AT ERWIN, UNICOI COUNTY, 9-1/2 RAILS WEST OF THE CROSSING
 GA0369'OF U.S. HIGHWAY 23, 22 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 GA0369'AND 4 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED H 52 1934 AND
 GA0369'SET IN THE TOP OF A CONCRETE POST.
 GA0369
 GA0369                          STATION RECOVERY (1936)
 GA0369
 GA0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 GA0369'RECOVERED IN GOOD CONDITION.
 GA0369
 GA0369                          STATION RECOVERY (1965)
 GA0369
 GA0369'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 GA0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1803 ***********************************************************************
 FB1803  DESIGNATION -  H 53
 FB1803  PID         -  FB1803
 FB1803  STATE/COUNTY-  TN/SEVIER
 FB1803  USGS QUAD   -  GATLINBURG (1979)
 FB1803
 FB1803                         *CURRENT SURVEY CONTROL
 FB1803  ___________________________________________________________________
 FB1803* NAD 83(1986)-  35 39 22.     (N)    083 31 03.     (W)     SCALED    
 FB1803* NAVD 88     -       619.546  (meters)    2032.63   (feet)  ADJUSTED  
 FB1803  ___________________________________________________________________
 FB1803  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FB1803  DYNAMIC HT  -         618.916 (meters)    2030.56  (feet)  COMP
 FB1803  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 FB1803
 FB1803  VERT ORDER  -  SECOND    CLASS 0
 FB1803
 FB1803.The horizontal coordinates were scaled from a topographic map and have
 FB1803.an estimated accuracy of +/- 6 seconds.
 FB1803
 FB1803.The orthometric height was determined by differential leveling
 FB1803.and adjusted by the National Geodetic Survey in June 1991..
 FB1803
 FB1803.The geoid height was determined by GEOID03.
 FB1803
 FB1803.The dynamic height is computed by dividing the NAVD 88
 FB1803.geopotential number by the normal gravity value computed on the
 FB1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1803.degrees latitude (g = 980.6199 gals.).
 FB1803
 FB1803.The modeled gravity was interpolated from observed gravity values.
 FB1803
 FB1803;                    North         East    Units  Estimated Accuracy
 FB1803;SPC TN       -   149,610.      824,760.      MT  (+/- 180 meters Scaled)
 FB1803
 FB1803                          SUPERSEDED SURVEY CONTROL
 FB1803
 FB1803  NGVD 29 (??/??/92)  619.628  (m)         2032.90   (f) ADJ UNCH    2 0
 FB1803
 FB1803.Superseded values are not recommended for survey control.
 FB1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1803.See file dsdata.txt to determine how the superseded data were derived.
 FB1803
 FB1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV720487(NAD 83)
 FB1803_MARKER: DB = BENCH MARK DISK
 FB1803_SETTING: 80 = SET IN A BOULDER
 FB1803_SP_SET: BOULDER
 FB1803_STAMPING: H 53 1934
 FB1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1803+STABILITY: SURFACE MOTION
 FB1803
 FB1803  HISTORY     - Date     Condition        Report By
 FB1803  HISTORY     - 1934     MONUMENTED       CGS
 FB1803  HISTORY     - 1956     MARK NOT FOUND   USGS
 FB1803
 FB1803                          STATION DESCRIPTION
 FB1803
 FB1803'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FB1803'4.7 MI SE FROM GATLINBURG.
 FB1803'4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1803'2.7 MILES SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 73,
 FB1803'23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN A HOLLOW,
 FB1803'IN THE TOP OF A LARGE BOULDER, AND 3 FEET SOUTH OF THE NORTH
 FB1803'EDGE.  A STANDARD DISK, STAMPED H 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1889 ***********************************************************************
 GA1889  DESIGNATION -  H 55
 GA1889  PID         -  GA1889
 GA1889  STATE/COUNTY-  TN/HAWKINS
 GA1889  USGS QUAD   -  CAMELOT (1976)
 GA1889
 GA1889                         *CURRENT SURVEY CONTROL
 GA1889  ___________________________________________________________________
 GA1889* NAD 83(1986)-  36 28 51.     (N)    083 00 08.     (W)     SCALED    
 GA1889* NAVD 88     -       400.841  (meters)    1315.09   (feet)  ADJUSTED  
 GA1889  ___________________________________________________________________
 GA1889  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1889  DYNAMIC HT  -         400.476 (meters)    1313.89  (feet)  COMP
 GA1889  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 GA1889
 GA1889  VERT ORDER  -  SECOND    CLASS 0
 GA1889
 GA1889.The horizontal coordinates were scaled from a topographic map and have
 GA1889.an estimated accuracy of +/- 6 seconds.
 GA1889
 GA1889.The orthometric height was determined by differential leveling
 GA1889.and adjusted by the National Geodetic Survey in June 1991..
 GA1889
 GA1889.The geoid height was determined by GEOID03.
 GA1889
 GA1889.The dynamic height is computed by dividing the NAVD 88
 GA1889.geopotential number by the normal gravity value computed on the
 GA1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1889.degrees latitude (g = 980.6199 gals.).
 GA1889
 GA1889.The modeled gravity was interpolated from observed gravity values.
 GA1889
 GA1889;                    North         East    Units  Estimated Accuracy
 GA1889;SPC TN       -   242,380.      868,600.      MT  (+/- 180 meters Scaled)
 GA1889
 GA1889                          SUPERSEDED SURVEY CONTROL
 GA1889
 GA1889  NGVD 29 (??/??/92)  400.984  (m)         1315.56   (f) ADJ UNCH    2 0
 GA1889
 GA1889.Superseded values are not recommended for survey control.
 GA1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1889.See file dsdata.txt to determine how the superseded data were derived.
 GA1889
 GA1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA206391(NAD 83)
 GA1889_MARKER: DB = BENCH MARK DISK
 GA1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1889+STABILITY: SURFACE MOTION
 GA1889
 GA1889  HISTORY     - Date     Condition        Report By
 GA1889  HISTORY     - UNK      MONUMENTED       CGS
 GA1889  HISTORY     - 1934     GOOD             NGS
 GA1889  HISTORY     - 1949     GOOD             TVA
 GA1889
 GA1889                          STATION DESCRIPTION
 GA1889
 GA1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1889'7.6 MI N FROM ROGERSVILLE.
 GA1889'AT THE JUNCTION OF STATE HIGHWAYS NOS. 70 AND 94.  30 FEET EAST
 GA1889'OF CENTER OF HIGHWAY 70.  90 FEET NORTH OF JUNCTION.  10 FEET E OF
 GA1889'GAP IN FENCE LINE, 6 INCHES ABOVE GROUND.  NOTE-- 22.3 FEET N 65 E
 GA1889'TO 20 INCH APPLE TREE, 49.4 FEET N 70 W TO NE COR. BARN, 60.5
 GA1889'FEET S 25 W TO NE COR. OF PURE SERVICE STATION.
 GA1889
 GA1889                          STATION RECOVERY (1949)
 GA1889
 GA1889'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA1889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1890 ***********************************************************************
 GA1890  DESIGNATION -  H 55 RESET
 GA1890  PID         -  GA1890
 GA1890  STATE/COUNTY-  TN/HAWKINS
 GA1890  USGS QUAD   -  CAMELOT (1976)
 GA1890
 GA1890                         *CURRENT SURVEY CONTROL
 GA1890  ___________________________________________________________________
 GA1890* NAD 83(1986)-  36 28 51.     (N)    083 00 08.     (W)     SCALED    
 GA1890* NAVD 88     -       401.31   (+/-2cm)    1316.6    (feet)  VERTCON   
 GA1890  ___________________________________________________________________
 GA1890  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1890
 GA1890  VERT ORDER  -  THIRD (See Below)
 GA1890
 GA1890.The horizontal coordinates were scaled from a topographic map and have
 GA1890.an estimated accuracy of +/- 6 seconds.
 GA1890
 GA1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1890.The vertical order pertains to the NGVD 29 superseded value.
 GA1890
 GA1890.The geoid height was determined by GEOID03.
 GA1890
 GA1890;                    North         East    Units  Estimated Accuracy
 GA1890;SPC TN       -   242,380.      868,600.      MT  (+/- 180 meters Scaled)
 GA1890
 GA1890                          SUPERSEDED SURVEY CONTROL
 GA1890
 GA1890  NGVD 29 (??/??/??)  401.46   (m)         1317.1    (f) RESET       3  
 GA1890
 GA1890.Superseded values are not recommended for survey control.
 GA1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1890.See file dsdata.txt to determine how the superseded data were derived.
 GA1890
 GA1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA206391(NAD 83)
 GA1890_MARKER: DD = SURVEY DISK
 GA1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1890_STAMPING: H 55 RESET 1950
 GA1890_MARK LOGO: TVA   
 GA1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1890+STABILITY: SURFACE MOTION
 GA1890
 GA1890  HISTORY     - Date     Condition        Report By
 GA1890  HISTORY     - 1950     MONUMENTED       TVA
 GA1890  HISTORY     - 1950     GOOD             NGS
 GA1890
 GA1890                          STATION DESCRIPTION
 GA1890
 GA1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA1890'7.2 MI N FROM ROGERSVILLE.
 GA1890'7.2 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, AT
 GA1890'ALUMWELL, AT THE JUNCTION OF STATE HIGHWAY 74, 134 FEET SOUTHEAST
 GA1890'OF THE CENTER OF THE JUNCTION, 93 FEET SOUTH OF THE CENTERLINE OF
 GA1890'STATE HIGHWAY 70, 70.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GA1890'OF AN OLD DOUBLE GARAGE (NOW A CHICKEN HOUSE), 12.7 FEET SOUTH
 GA1890'OF A NAIL AND BOTTLE CAP IN A POWER-TRANSMISSION LINE POLE,
 GA1890'49.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY FRAME
 GA1890'HOUSE WITH STONE FOUNDATION, 7 FEET EAST OF A CULTIVATED FIELD,
 GA1890'AND 1.3 FEET SOUTH OF A STEEL POST WITH CONTROL MARKER SIGN.  A
 GA1890'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED H 55 RESET
 GA1890'1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 GA1890'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0746 ***********************************************************************
 GA0746  DESIGNATION -  H 56
 GA0746  PID         -  GA0746
 GA0746  STATE/COUNTY-  TN/GREENE
 GA0746  USGS QUAD   -  GREENEVILLE (1961)
 GA0746
 GA0746                         *CURRENT SURVEY CONTROL
 GA0746  ___________________________________________________________________
 GA0746* NAD 83(1986)-  36 09 54.     (N)    082 50 09.     (W)     SCALED    
 GA0746* NAVD 88     -       474.067  (meters)    1555.33   (feet)  ADJUSTED  
 GA0746  ___________________________________________________________________
 GA0746  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0746  DYNAMIC HT  -         473.615 (meters)    1553.85  (feet)  COMP
 GA0746  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 GA0746
 GA0746  VERT ORDER  -  SECOND    CLASS 0
 GA0746
 GA0746.The horizontal coordinates were scaled from a topographic map and have
 GA0746.an estimated accuracy of +/- 6 seconds.
 GA0746
 GA0746.The orthometric height was determined by differential leveling
 GA0746.and adjusted by the National Geodetic Survey in June 1991..
 GA0746
 GA0746.The geoid height was determined by GEOID03.
 GA0746
 GA0746.The dynamic height is computed by dividing the NAVD 88
 GA0746.geopotential number by the normal gravity value computed on the
 GA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0746.degrees latitude (g = 980.6199 gals.).
 GA0746
 GA0746.The modeled gravity was interpolated from observed gravity values.
 GA0746
 GA0746;                    North         East    Units  Estimated Accuracy
 GA0746;SPC TN       -   207,830.      884,640.      MT  (+/- 180 meters Scaled)
 GA0746
 GA0746                          SUPERSEDED SURVEY CONTROL
 GA0746
 GA0746  NGVD 29 (??/??/92)  474.190  (m)         1555.74   (f) ADJ UNCH    2 0
 GA0746
 GA0746.Superseded values are not recommended for survey control.
 GA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0746.See file dsdata.txt to determine how the superseded data were derived.
 GA0746
 GA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA348038(NAD 83)
 GA0746_MARKER: DB = BENCH MARK DISK
 GA0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0746_SP_SET: UNDERPASS
 GA0746_STAMPING: H 56 1934
 GA0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0746
 GA0746  HISTORY     - Date     Condition        Report By
 GA0746  HISTORY     - 1934     MONUMENTED       CGS
 GA0746  HISTORY     - 1950     GOOD             TVA
 GA0746
 GA0746                          STATION DESCRIPTION
 GA0746
 GA0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0746'AT GREENEVILLE.
 GA0746'AT GREENEVILLE, GREENE COUNTY, ON THE SOUTHERN RAILWAY, AT THE
 GA0746'DEPOT STREET UNDERPASS, AND IN THE TOP OF THE SOUTHEAST CORNER
 GA0746'OF THE EAST CONCRETE RETAINING WALL.  A STANDARD DISK, STAMPED
 GA0746'H 56 1934.
 GA0746
 GA0746                          STATION RECOVERY (1950)
 GA0746
 GA0746'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0565 ***********************************************************************
 GA0565  DESIGNATION -  H 57
 GA0565  PID         -  GA0565
 GA0565  STATE/COUNTY-  TN/WASHINGTON
 GA0565  USGS QUAD   -  JONESBOROUGH (1968)
 GA0565
 GA0565                         *CURRENT SURVEY CONTROL
 GA0565  ___________________________________________________________________
 GA0565* NAD 83(1986)-  36 18 16.     (N)    082 23 35.     (W)     SCALED    
 GA0565* NAVD 88     -       522.958  (meters)    1715.74   (feet)  ADJUSTED  
 GA0565  ___________________________________________________________________
 GA0565  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0565  DYNAMIC HT  -         522.462 (meters)    1714.11  (feet)  COMP
 GA0565  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 GA0565
 GA0565  VERT ORDER  -  SECOND    CLASS 0
 GA0565
 GA0565.The horizontal coordinates were scaled from a topographic map and have
 GA0565.an estimated accuracy of +/- 6 seconds.
 GA0565
 GA0565.The orthometric height was determined by differential leveling
 GA0565.and adjusted by the National Geodetic Survey in June 1991..
 GA0565
 GA0565.The geoid height was determined by GEOID03.
 GA0565
 GA0565.The dynamic height is computed by dividing the NAVD 88
 GA0565.geopotential number by the normal gravity value computed on the
 GA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0565.degrees latitude (g = 980.6199 gals.).
 GA0565
 GA0565.The modeled gravity was interpolated from observed gravity values.
 GA0565
 GA0565;                    North         East    Units  Estimated Accuracy
 GA0565;SPC TN       -   224,670.      923,880.      MT  (+/- 180 meters Scaled)
 GA0565
 GA0565                          SUPERSEDED SURVEY CONTROL
 GA0565
 GA0565  NGVD 29 (??/??/92)  523.098  (m)         1716.20   (f) ADJ UNCH    2 0
 GA0565
 GA0565.Superseded values are not recommended for survey control.
 GA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0565.See file dsdata.txt to determine how the superseded data were derived.
 GA0565
 GA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA749186(NAD 83)
 GA0565_MARKER: DB = BENCH MARK DISK
 GA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0565_STAMPING: H 57 1934
 GA0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0565+STABILITY: SURFACE MOTION
 GA0565
 GA0565  HISTORY     - Date     Condition        Report By
 GA0565  HISTORY     - 1934     MONUMENTED       CGS
 GA0565  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0565
 GA0565                          STATION DESCRIPTION
 GA0565
 GA0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0565'3.1 MI W FROM JOHNSON CITY.
 GA0565'3.1 MILES WEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON CITY,
 GA0565'WASHINGTON COUNTY, 9 RAILS WEST OF THE SOUTHERN RAILWAY UNDERPASS,
 GA0565'20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 36 FEET NORTH
 GA0565'OF A ROW OF POLES.  A STANDARD DISK, STAMPED H 57 1934 AND SET
 GA0565'IN THE TOP OF A CONCRETE POST.
 GA0565
 GA0565                          STATION RECOVERY (2001)
 GA0565
 GA0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0582 ***********************************************************************
 GA0582  DESIGNATION -  H 58
 GA0582  PID         -  GA0582
 GA0582  STATE/COUNTY-  TN/CARTER
 GA0582  USGS QUAD   -  ELIZABETHTON (1968)
 GA0582
 GA0582                         *CURRENT SURVEY CONTROL
 GA0582  ___________________________________________________________________
 GA0582* NAD 83(1986)-  36 20 45.     (N)    082 12 57.     (W)     SCALED    
 GA0582* NAVD 88     -       466.955  (meters)    1532.00   (feet)  ADJUSTED  
 GA0582  ___________________________________________________________________
 GA0582  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0582  DYNAMIC HT  -         466.509 (meters)    1530.54  (feet)  COMP
 GA0582  MODELED GRAV-     979,663.2   (mgal)                       NAVD 88
 GA0582
 GA0582  VERT ORDER  -  SECOND    CLASS 0
 GA0582
 GA0582.The horizontal coordinates were scaled from a topographic map and have
 GA0582.an estimated accuracy of +/- 6 seconds.
 GA0582
 GA0582.The orthometric height was determined by differential leveling
 GA0582.and adjusted by the National Geodetic Survey in June 1991..
 GA0582
 GA0582.The geoid height was determined by GEOID03.
 GA0582
 GA0582.The dynamic height is computed by dividing the NAVD 88
 GA0582.geopotential number by the normal gravity value computed on the
 GA0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0582.degrees latitude (g = 980.6199 gals.).
 GA0582
 GA0582.The modeled gravity was interpolated from observed gravity values.
 GA0582
 GA0582;                    North         East    Units  Estimated Accuracy
 GA0582;SPC TN       -   229,860.      939,610.      MT  (+/- 180 meters Scaled)
 GA0582
 GA0582                          SUPERSEDED SURVEY CONTROL
 GA0582
 GA0582  NGVD 29 (??/??/??)  466.20   (m)         1529.5    (f) RESET       3  
 GA0582
 GA0582.Superseded values are not recommended for survey control.
 GA0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0582.See file dsdata.txt to determine how the superseded data were derived.
 GA0582
 GA0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA908229(NAD 83)
 GA0582_MARKER: DB = BENCH MARK DISK
 GA0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0582_STAMPING: H 58 1934
 GA0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0582+STABILITY: SURFACE MOTION
 GA0582
 GA0582  HISTORY     - Date     Condition        Report By
 GA0582  HISTORY     - 1934     MONUMENTED       CGS
 GA0582  HISTORY     - 1943     GOOD             NGS
 GA0582
 GA0582                          STATION DESCRIPTION
 GA0582
 GA0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GA0582'AT ELIZABETHTON.
 GA0582'AT ELIZABETHTON, CARTER COUNTY, AT THE POST OFFICE, 18 FEET
 GA0582'SOUTH OF THE BUILDING, AND 6 INCHES SOUTH AND 6 INCHES WEST
 GA0582'OF THE CROSSWALKS.  A STANDARD DISK, STAMPED H 58 1934 AND SET
 GA0582'IN THE TOP OF A CONCRETE POST.  NOTE-- THE ELEVATION OF THIS
 GA0582'BENCH MARK WAS DETERMINED FROM LEVELING BY THE CORPS OF ENGINEERS,
 GA0582'U.S. ARMY, IN OCTOBER 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0803 ***********************************************************************
 GD0803  DESIGNATION -  H 59
 GD0803  PID         -  GD0803
 GD0803  STATE/COUNTY-  TN/OBION
 GD0803  USGS QUAD   -  UNION CITY (1980)
 GD0803
 GD0803                         *CURRENT SURVEY CONTROL
 GD0803  ___________________________________________________________________
 GD0803* NAD 83(1986)-  36 22 57.     (N)    089 03 06.     (W)     SCALED    
 GD0803* NAVD 88     -        93.425  (meters)     306.51   (feet)  ADJUSTED  
 GD0803  ___________________________________________________________________
 GD0803  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0803  DYNAMIC HT  -          93.350 (meters)     306.27  (feet)  COMP
 GD0803  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 GD0803
 GD0803  VERT ORDER  -  SECOND    CLASS 0
 GD0803
 GD0803.The horizontal coordinates were scaled from a topographic map and have
 GD0803.an estimated accuracy of +/- 6 seconds.
 GD0803
 GD0803.The orthometric height was determined by differential leveling
 GD0803.and adjusted by the National Geodetic Survey in June 1991..
 GD0803
 GD0803.The geoid height was determined by GEOID03.
 GD0803
 GD0803.The dynamic height is computed by dividing the NAVD 88
 GD0803.geopotential number by the normal gravity value computed on the
 GD0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0803.degrees latitude (g = 980.6199 gals.).
 GD0803
 GD0803.The modeled gravity was interpolated from observed gravity values.
 GD0803
 GD0803;                    North         East    Units  Estimated Accuracy
 GD0803;SPC TN       -   231,630.      326,230.      MT  (+/- 180 meters Scaled)
 GD0803
 GD0803                          SUPERSEDED SURVEY CONTROL
 GD0803
 GD0803  NGVD 29 (??/??/??)   93.428  (m)          306.52   (f) ADJUSTED    2 0
 GD0803
 GD0803.Superseded values are not recommended for survey control.
 GD0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0803.See file dsdata.txt to determine how the superseded data were derived.
 GD0803
 GD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF159283(NAD 83)
 GD0803_MARKER: DB = BENCH MARK DISK
 GD0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0803_STAMPING: H 59 1935
 GD0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0803+STABILITY: SURFACE MOTION
 GD0803
 GD0803  HISTORY     - Date     Condition        Report By
 GD0803  HISTORY     - 1935     MONUMENTED       CGS
 GD0803  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0803
 GD0803                          STATION DESCRIPTION
 GD0803
 GD0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0803'1.6 MI N FROM RIVES.
 GD0803'1.6 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 GD0803'STATION AT RIVES, OBION COUNTY, 70 YARDS SOUTH OF MILEPOST 444,
 GD0803'AND 9 YARDS WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 GD0803'STAMPED H 59 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GD0803'NOTE-- THE DRAINAGE DITCHES ALONG THE RR HAVE ALL BEEN CLEANED
 GD0803'OUT AND WIDENED.
 GD0803
 GD0803                          STATION RECOVERY (1967)
 GD0803
 GD0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0762 ***********************************************************************
 GA0762  DESIGNATION -  H 59
 GA0762  PID         -  GA0762
 GA0762  STATE/COUNTY-  TN/WASHINGTON
 GA0762  USGS QUAD   -  TELFORD (1971)
 GA0762
 GA0762                         *CURRENT SURVEY CONTROL
 GA0762  ___________________________________________________________________
 GA0762* NAD 83(1986)-  36 14 56.     (N)    082 32 43.     (W)     SCALED    
 GA0762* NAVD 88     -       472.801  (meters)    1551.18   (feet)  ADJUSTED  
 GA0762  ___________________________________________________________________
 GA0762  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0762  DYNAMIC HT  -         472.351 (meters)    1549.70  (feet)  COMP
 GA0762  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 GA0762
 GA0762  VERT ORDER  -  SECOND    CLASS 0
 GA0762
 GA0762.The horizontal coordinates were scaled from a topographic map and have
 GA0762.an estimated accuracy of +/- 6 seconds.
 GA0762
 GA0762.The orthometric height was determined by differential leveling
 GA0762.and adjusted by the National Geodetic Survey in June 1991..
 GA0762
 GA0762.The geoid height was determined by GEOID03.
 GA0762
 GA0762.The dynamic height is computed by dividing the NAVD 88
 GA0762.geopotential number by the normal gravity value computed on the
 GA0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0762.degrees latitude (g = 980.6199 gals.).
 GA0762
 GA0762.The modeled gravity was interpolated from observed gravity values.
 GA0762
 GA0762;                    North         East    Units  Estimated Accuracy
 GA0762;SPC TN       -   218,010.      910,440.      MT  (+/- 180 meters Scaled)
 GA0762
 GA0762                          SUPERSEDED SURVEY CONTROL
 GA0762
 GA0762  NGVD 29 (??/??/92)  472.942  (m)         1551.64   (f) ADJ UNCH    2 0
 GA0762
 GA0762.Superseded values are not recommended for survey control.
 GA0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0762.See file dsdata.txt to determine how the superseded data were derived.
 GA0762
 GA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA611126(NAD 83)
 GA0762_MARKER: DB = BENCH MARK DISK
 GA0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0762_STAMPING: H 59 1934
 GA0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0762+STABILITY: SURFACE MOTION
 GA0762
 GA0762  HISTORY     - Date     Condition        Report By
 GA0762  HISTORY     - 1934     MONUMENTED       CGS
 GA0762  HISTORY     - 1955     GOOD             NGS
 GA0762  HISTORY     - 1979     GOOD             LOCENG
 GA0762
 GA0762                          STATION DESCRIPTION
 GA0762
 GA0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0762'4.9 MI SW FROM JONESBORO.
 GA0762'4.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0762'AT JONESBORO, WASHINGTON COUNTY, 20 FEET EAST OF THE EAST SIDE
 GA0762'OF THE STATION AT TELFORD, IN THE STATION PARK, AND 27 FEET NORTH
 GA0762'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 GA0762'H 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0762
 GA0762                          STATION RECOVERY (1979)
 GA0762
 GA0762'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GA0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0011 ***********************************************************************
 FD0011  DESIGNATION -  H 6
 FD0011  PID         -  FD0011
 FD0011  STATE/COUNTY-  TN/BEDFORD
 FD0011  USGS QUAD   -  WARTRACE (1980)
 FD0011
 FD0011                         *CURRENT SURVEY CONTROL
 FD0011  ___________________________________________________________________
 FD0011* NAD 83(1986)-  35 31 43.     (N)    086 20 04.     (W)     SCALED    
 FD0011* NAVD 88     -       250.941  (meters)     823.30   (feet)  ADJUSTED  
 FD0011  ___________________________________________________________________
 FD0011  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD0011  DYNAMIC HT  -         250.710 (meters)     822.54  (feet)  COMP
 FD0011  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FD0011
 FD0011  VERT ORDER  -  FIRST     CLASS II
 FD0011
 FD0011.The horizontal coordinates were scaled from a topographic map and have
 FD0011.an estimated accuracy of +/- 6 seconds.
 FD0011
 FD0011.The orthometric height was determined by differential leveling
 FD0011.and adjusted by the National Geodetic Survey in June 1991..
 FD0011
 FD0011.The geoid height was determined by GEOID03.
 FD0011
 FD0011.The dynamic height is computed by dividing the NAVD 88
 FD0011.geopotential number by the normal gravity value computed on the
 FD0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0011.degrees latitude (g = 980.6199 gals.).
 FD0011
 FD0011.The modeled gravity was interpolated from observed gravity values.
 FD0011
 FD0011;                    North         East    Units  Estimated Accuracy
 FD0011;SPC TN       -   132,670.      569,670.      MT  (+/- 180 meters Scaled)
 FD0011
 FD0011                          SUPERSEDED SURVEY CONTROL
 FD0011
 FD0011  NGVD 29 (??/??/92)  250.939  (m)          823.29   (f) ADJ UNCH    1 2
 FD0011
 FD0011.Superseded values are not recommended for survey control.
 FD0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0011.See file dsdata.txt to determine how the superseded data were derived.
 FD0011
 FD0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE603318(NAD 83)
 FD0011_MARKER: DB = BENCH MARK DISK
 FD0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0011_SP_SET: FOOTING
 FD0011_STAMPING: H 6 1930 836.650
 FD0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0011+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003
 FD0011
 FD0011  HISTORY     - Date     Condition        Report By
 FD0011  HISTORY     - 1930     MONUMENTED       CGS
 FD0011  HISTORY     - 1960     GOOD             NGS
 FD0011  HISTORY     - 20010727 GOOD             TNDT
 FD0011  HISTORY     - 20020226 GOOD             TVA
 FD0011  HISTORY     - 20030314 GOOD             INDIV
 FD0011
 FD0011                          STATION DESCRIPTION
 FD0011
 FD0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0011'AT WARTRACE.
 FD0011'THE BENCH MARK IS 94 FT. NORTH OF THE NASHVILLE, CHATTANOOGA
 FD0011'AND ST. LOUIS RAILWAY STATION, 64 FT. WEST OF THE WEST RAIL
 FD0011'OF THE MAIN TRACK, AT THE NORTH SIDE OF THE FORMER WATER TANK,
 FD0011'IN THE CONCRETE FOOTING.  THE DISK IS CEMENTED IN A DRILL HOLE
 FD0011'IN THE CONCRETE FOOTING OF THE FORMER WATER TANK, AND IS ABOUT
 FD0011'LEVEL WITH THE TRACK.
 FD0011
 FD0011                          STATION RECOVERY (2001)
 FD0011
 FD0011'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0011'A 3RD ORDER RUN FROM Z 32 (PID FD0232)CONFIRMED PUBLISHED ELEVATION.
 FD0011
 FD0011                          STATION RECOVERY (2002)
 FD0011
 FD0011'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2002 (CDM)
 FD0011'RECOVERED IN GOOD CONDITION.
 FD0011
 FD0011                          STATION RECOVERY (2003)
 FD0011
 FD0011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 FD0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0744 ***********************************************************************
 GD0744  DESIGNATION -  H 60
 GD0744  PID         -  GD0744
 GD0744  STATE/COUNTY-  TN/LAKE
 GD0744  USGS QUAD   -  RIDGELY (1981)
 GD0744
 GD0744                         *CURRENT SURVEY CONTROL
 GD0744  ___________________________________________________________________
 GD0744* NAD 83(1986)-  36 17 07.     (N)    089 28 44.     (W)     SCALED    
 GD0744* NAVD 88     -        86.985  (meters)     285.38   (feet)  ADJUSTED  
 GD0744  ___________________________________________________________________
 GD0744  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0744  DYNAMIC HT  -          86.914 (meters)     285.15  (feet)  COMP
 GD0744  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 GD0744
 GD0744  VERT ORDER  -  FIRST     CLASS I
 GD0744
 GD0744.The horizontal coordinates were scaled from a topographic map and have
 GD0744.an estimated accuracy of +/- 6 seconds.
 GD0744
 GD0744.The orthometric height was determined by differential leveling
 GD0744.and adjusted by the National Geodetic Survey in June 1991..
 GD0744.WARNING-Repeat measurements at this control monument indicate possible
 GD0744.vertical movement.
 GD0744
 GD0744.The geoid height was determined by GEOID03.
 GD0744
 GD0744.The dynamic height is computed by dividing the NAVD 88
 GD0744.geopotential number by the normal gravity value computed on the
 GD0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0744.degrees latitude (g = 980.6199 gals.).
 GD0744
 GD0744.The modeled gravity was interpolated from observed gravity values.
 GD0744
 GD0744;                    North         East    Units  Estimated Accuracy
 GD0744;SPC TN       -   222,120.      287,540.      MT  (+/- 180 meters Scaled)
 GD0744
 GD0744                          SUPERSEDED SURVEY CONTROL
 GD0744
 GD0744  NGVD 29 (??/??/??)   86.909  (m)          285.13   (f) ADJUSTED    1 1
 GD0744
 GD0744.Superseded values are not recommended for survey control.
 GD0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0744.See file dsdata.txt to determine how the superseded data were derived.
 GD0744
 GD0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF773184(NAD 83)
 GD0744_MARKER: DB = BENCH MARK DISK
 GD0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0744_STAMPING: H 60 1935
 GD0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0744+STABILITY: SURFACE MOTION
 GD0744
 GD0744  HISTORY     - Date     Condition        Report By
 GD0744  HISTORY     - 1935     MONUMENTED       CGS
 GD0744  HISTORY     - 1974     GOOD             NGS
 GD0744  HISTORY     - 20020802 POOR             USACE
 GD0744
 GD0744                          STATION DESCRIPTION
 GD0744
 GD0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0744'1.65 MI N FROM RIDGELY.
 GD0744'ABOUT 1.50 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD0744'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, THENCE 0.15 MILE WEST
 GD0744'ALONG A PAVED ROAD TO THE RAILROAD CROSSING, AT THE CROSSING OF A
 GD0744'PAVED EAST-WEST ROAD AND THE RAILROAD TRACKS.  NEAR THE TENNESSEE
 GD0744'LIQUEFIED GAS (TEXGAS) BUILDING, SET BETWEEN THE MAIN TRACK AND A SPUR
 GD0744'TRACK LEADING TO THE AGRICO PLANT FOOD BUILDING, 43 FEET NORTHEAST OF
 GD0744'THE CENTER LINE OF ROAD CROSSING THE MAIN TRACK, 29.7 FEET NORTH OF
 GD0744'THE CENTER LINE OF THE PAVED ROAD, 20.5 FEET EAST OF THE EAST RAIL OF
 GD0744'MAIN TRACK, 19.5 FEET WEST OF THE WEST RAIL OF SPUR TRACK, 0.7 FOOT
 GD0744'SOUTH OF A METAL WITNESS POST, 1.5 FEET BELOW LEVEL OF TRACKS AND IN
 GD0744'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 GD0744
 GD0744                          STATION RECOVERY (2002)
 GD0744
 GD0744'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0744'MARK DESTROYED. FOUND DISK ATTACHED TO CONCRETE POST LAYING
 GD0744'HORIZONTALLY ON GROUND. DESTROYED DUE TO DITCH WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2067 ***********************************************************************
 FE2067  DESIGNATION -  H 62
 FE2067  PID         -  FE2067
 FE2067  STATE/COUNTY-  TN/CARROLL
 FE2067  USGS QUAD   -  ATWOOD (1983)
 FE2067
 FE2067                         *CURRENT SURVEY CONTROL
 FE2067  ___________________________________________________________________
 FE2067* NAD 83(1986)-  35 58 23.     (N)    088 40 49.     (W)     SCALED    
 FE2067* NAVD 88     -       137.020  (meters)     449.54   (feet)  ADJUSTED  
 FE2067  ___________________________________________________________________
 FE2067  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2067  DYNAMIC HT  -         136.902 (meters)     449.15  (feet)  COMP
 FE2067  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 FE2067
 FE2067  VERT ORDER  -  SECOND    CLASS 0
 FE2067
 FE2067.The horizontal coordinates were scaled from a topographic map and have
 FE2067.an estimated accuracy of +/- 6 seconds.
 FE2067
 FE2067.The orthometric height was determined by differential leveling
 FE2067.and adjusted by the National Geodetic Survey in June 1991..
 FE2067
 FE2067.The geoid height was determined by GEOID03.
 FE2067
 FE2067.The dynamic height is computed by dividing the NAVD 88
 FE2067.geopotential number by the normal gravity value computed on the
 FE2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2067.degrees latitude (g = 980.6199 gals.).
 FE2067
 FE2067.The modeled gravity was interpolated from observed gravity values.
 FE2067
 FE2067;                    North         East    Units  Estimated Accuracy
 FE2067;SPC TN       -   185,240.      358,300.      MT  (+/- 180 meters Scaled)
 FE2067
 FE2067                          SUPERSEDED SURVEY CONTROL
 FE2067
 FE2067  NGVD 29 (??/??/??)  137.069  (m)          449.70   (f) ADJUSTED    2 0
 FE2067
 FE2067.Superseded values are not recommended for survey control.
 FE2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2067.See file dsdata.txt to determine how the superseded data were derived.
 FE2067
 FE2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE485822(NAD 83)
 FE2067_MARKER: DB = BENCH MARK DISK
 FE2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2067_STAMPING: H 62 1935
 FE2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2067+STABILITY: SURFACE MOTION
 FE2067
 FE2067  HISTORY     - Date     Condition        Report By
 FE2067  HISTORY     - 1935     MONUMENTED       CGS
 FE2067  HISTORY     - 20020426 MARK NOT FOUND   USACE
 FE2067
 FE2067                          STATION DESCRIPTION
 FE2067
 FE2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE2067'AT ATWOOD.
 FE2067'AT ATWOOD, CARROLL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE2067'RAILROAD, 2 RAILS WEST OF THE STATION, AT MILEAGE 278.65, 30
 FE2067'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 72 FEET
 FE2067'NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED H 62 1935 AND
 FE2067'SET IN THE TOP OF A CONCRETE POST.
 FE2067
 FE2067                          STATION RECOVERY (2002)
 FE2067
 FE2067'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2067'SUSPECTED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0869 ***********************************************************************
 FE0869  DESIGNATION -  H 63
 FE0869  PID         -  FE0869
 FE0869  STATE/COUNTY-  TN/HAYWOOD
 FE0869  USGS QUAD   -  JONES (1981)
 FE0869
 FE0869                         *CURRENT SURVEY CONTROL
 FE0869  ___________________________________________________________________
 FE0869* NAD 83(1986)-  35 39 18.     (N)    089 09 53.     (W)     SCALED    
 FE0869* NAVD 88     -        97.958  (meters)     321.38   (feet)  ADJUSTED  
 FE0869  ___________________________________________________________________
 FE0869  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0869  DYNAMIC HT  -          97.872 (meters)     321.10  (feet)  COMP
 FE0869  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 FE0869
 FE0869  VERT ORDER  -  SECOND    CLASS 0
 FE0869
 FE0869.The horizontal coordinates were scaled from a topographic map and have
 FE0869.an estimated accuracy of +/- 6 seconds.
 FE0869
 FE0869.The orthometric height was determined by differential leveling
 FE0869.and adjusted by the National Geodetic Survey in June 1991..
 FE0869
 FE0869.The geoid height was determined by GEOID03.
 FE0869
 FE0869.The dynamic height is computed by dividing the NAVD 88
 FE0869.geopotential number by the normal gravity value computed on the
 FE0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0869.degrees latitude (g = 980.6199 gals.).
 FE0869
 FE0869.The modeled gravity was interpolated from observed gravity values.
 FE0869
 FE0869;                    North         East    Units  Estimated Accuracy
 FE0869;SPC TN       -   151,270.      313,480.      MT  (+/- 180 meters Scaled)
 FE0869
 FE0869                          SUPERSEDED SURVEY CONTROL
 FE0869
 FE0869  NGVD 29 (??/??/??)   97.983  (m)          321.47   (f) ADJUSTED    2 0
 FE0869
 FE0869.Superseded values are not recommended for survey control.
 FE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0869.See file dsdata.txt to determine how the superseded data were derived.
 FE0869
 FE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE040478(NAD 83)
 FE0869_MARKER: DB = BENCH MARK DISK
 FE0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0869_STAMPING: H 63 1935
 FE0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0869+STABILITY: SURFACE MOTION
 FE0869
 FE0869  HISTORY     - Date     Condition        Report By
 FE0869  HISTORY     - 1935     MONUMENTED       CGS
 FE0869  HISTORY     - 1961     MARK NOT FOUND   USGS
 FE0869
 FE0869                          STATION DESCRIPTION
 FE0869
 FE0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0869'5.9 MI SW FROM BELLS.
 FE0869'IN HAYWOOD COUNTY, 5.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 FE0869'NASHVILLE RAILROAD FROM THE STATION AT BELLS, CROCKETT COUNTY,
 FE0869'AT MILEAGE 313.4, AT A ROAD CROSSING, 75 FEET EAST OF THE
 FE0869'CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE
 FE0869'TRACK, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 FE0869'DISK, STAMPED H 63 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0869'NOTE 1961--THE CROSSROAD HAS BEEN WIDENED AND REGRADED IN THE
 FE0869'AREA OF THIS B.M. AND ALSO RIGHT-OF-WAY FENCE HAS BEEN TORN DOWN.
 FE0869
 FE0869                          STATION RECOVERY (1961)
 FE0869
 FE0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FE0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1063 ***********************************************************************
 FE1063  DESIGNATION -  H 64
 FE1063  PID         -  FE1063
 FE1063  STATE/COUNTY-  TN/HARDEMAN
 FE1063  USGS QUAD   -  HICKORY VALLEY (1980)
 FE1063
 FE1063                         *CURRENT SURVEY CONTROL
 FE1063  ___________________________________________________________________
 FE1063* NAD 83(1986)-  35 09 10.     (N)    089 07 34.     (W)     SCALED    
 FE1063* NAVD 88     -       172.341  (meters)     565.42   (feet)  ADJUSTED  
 FE1063  ___________________________________________________________________
 FE1063  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE1063  DYNAMIC HT  -         172.179 (meters)     564.89  (feet)  COMP
 FE1063  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 FE1063
 FE1063  VERT ORDER  -  SECOND    CLASS 0
 FE1063
 FE1063.The horizontal coordinates were scaled from a topographic map and have
 FE1063.an estimated accuracy of +/- 6 seconds.
 FE1063
 FE1063.The orthometric height was determined by differential leveling
 FE1063.and adjusted by the National Geodetic Survey in June 1991..
 FE1063
 FE1063.The geoid height was determined by GEOID03.
 FE1063
 FE1063.The dynamic height is computed by dividing the NAVD 88
 FE1063.geopotential number by the normal gravity value computed on the
 FE1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1063.degrees latitude (g = 980.6199 gals.).
 FE1063
 FE1063.The modeled gravity was interpolated from observed gravity values.
 FE1063
 FE1063;                    North         East    Units  Estimated Accuracy
 FE1063;SPC TN       -    95,470.      315,200.      MT  (+/- 180 meters Scaled)
 FE1063
 FE1063                          SUPERSEDED SURVEY CONTROL
 FE1063
 FE1063  NGVD 29 (??/??/??)  172.309  (m)          565.32   (f) ADJUSTED    2 0
 FE1063
 FE1063.Superseded values are not recommended for survey control.
 FE1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1063.See file dsdata.txt to determine how the superseded data were derived.
 FE1063
 FE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD063920(NAD 83)
 FE1063_MARKER: DB = BENCH MARK DISK
 FE1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1063_STAMPING: H 64 1935
 FE1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1063+STABILITY: SURFACE MOTION
 FE1063
 FE1063  HISTORY     - Date     Condition        Report By
 FE1063  HISTORY     - 1935     MONUMENTED       CGS
 FE1063  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE1063
 FE1063                          STATION DESCRIPTION
 FE1063
 FE1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE1063'AT HICKORY VALLEY.
 FE1063'AT HICKORY VALLEY, HARDEMAN COUNTY, ON THE ILLINOIS CENTRAL
 FE1063'RAILROAD 9 RAILS NORTH OF THE STATION, 65 FEET EAST OF THE EMMA
 FE1063'AVINT HOUSE IN 1935 AT A ROAD JUNCTION, 30 FEET WEST OF THE
 FE1063'TRACK, AND 10 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED
 FE1063'H 64 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0781 ***********************************************************************
 FE0781  DESIGNATION -  H 65
 FE0781  PID         -  FE0781
 FE0781  STATE/COUNTY-  TN/MADISON
 FE0781  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0781
 FE0781                         *CURRENT SURVEY CONTROL
 FE0781  ___________________________________________________________________
 FE0781* NAD 83(1986)-  35 35 41.     (N)    088 49 09.     (W)     SCALED    
 FE0781* NAVD 88     -       107.608  (meters)     353.04   (feet)  ADJUSTED  
 FE0781  ___________________________________________________________________
 FE0781  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0781  DYNAMIC HT  -         107.512 (meters)     352.73  (feet)  COMP
 FE0781  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 FE0781
 FE0781  VERT ORDER  -  SECOND    CLASS 0
 FE0781
 FE0781.The horizontal coordinates were scaled from a topographic map and have
 FE0781.an estimated accuracy of +/- 6 seconds.
 FE0781
 FE0781.The orthometric height was determined by differential leveling
 FE0781.and adjusted by the National Geodetic Survey in June 1991..
 FE0781
 FE0781.The geoid height was determined by GEOID03.
 FE0781
 FE0781.The dynamic height is computed by dividing the NAVD 88
 FE0781.geopotential number by the normal gravity value computed on the
 FE0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0781.degrees latitude (g = 980.6199 gals.).
 FE0781
 FE0781.The modeled gravity was interpolated from observed gravity values.
 FE0781
 FE0781;                    North         East    Units  Estimated Accuracy
 FE0781;SPC TN       -   143,630.      344,570.      MT  (+/- 180 meters Scaled)
 FE0781
 FE0781                          SUPERSEDED SURVEY CONTROL
 FE0781
 FE0781  NGVD 29 (??/??/??)  107.645  (m)          353.17   (f) ADJUSTED    2 0
 FE0781
 FE0781.Superseded values are not recommended for survey control.
 FE0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0781.See file dsdata.txt to determine how the superseded data were derived.
 FE0781
 FE0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE351405(NAD 83)
 FE0781_MARKER: DB = BENCH MARK DISK
 FE0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0781_SP_SET: CONCRETE BASE
 FE0781_STAMPING: H 65 1935
 FE0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0781
 FE0781  HISTORY     - Date     Condition        Report By
 FE0781  HISTORY     - 1935     MONUMENTED       CGS
 FE0781
 FE0781                          STATION DESCRIPTION
 FE0781
 FE0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0781'1.5 MI N FROM BEMIS.
 FE0781'1.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE0781'STATION AT BEMIS, MADISON COUNTY, 60 FEET SOUTH OF FORKED DEER
 FE0781'RIVER, AT THE SOUTHWEST CORNER OF A WATER PUMP HOUSE, IN THE
 FE0781'FACE OF THE CONCRETE BASE, 2 FEET SOUTH OF THE DOOR, 8 FEET
 FE0781'ABOVE GROUND, AND ABOUT 4 INCHES BELOW THE TOP OF THE BASE.  A
 FE0781'STANDARD DISK, STAMPED H 65 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1514 ***********************************************************************
 FE1514  DESIGNATION -  H 66
 FE1514  PID         -  FE1514
 FE1514  STATE/COUNTY-  TN/SHELBY
 FE1514  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1514
 FE1514                         *CURRENT SURVEY CONTROL
 FE1514  ___________________________________________________________________
 FE1514* NAD 83(1986)-  35 04 00.     (N)    089 58 13.     (W)     SCALED    
 FE1514* NAVD 88     -        77.037  (meters)     252.75   (feet)  ADJUSTED  
 FE1514  ___________________________________________________________________
 FE1514  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1514  DYNAMIC HT  -          76.966 (meters)     252.51  (feet)  COMP
 FE1514  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 FE1514
 FE1514  VERT ORDER  -  THIRD
 FE1514
 FE1514.This mark is at Memphis Intl Airport (MEM)
 FE1514
 FE1514.The horizontal coordinates were scaled from a topographic map and have
 FE1514.an estimated accuracy of +/- 6 seconds.
 FE1514
 FE1514.The orthometric height was determined by differential leveling
 FE1514.and adjusted by the National Geodetic Survey in June 1991..
 FE1514
 FE1514.The geoid height was determined by GEOID03.
 FE1514
 FE1514.The dynamic height is computed by dividing the NAVD 88
 FE1514.geopotential number by the normal gravity value computed on the
 FE1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1514.degrees latitude (g = 980.6199 gals.).
 FE1514
 FE1514.The modeled gravity was interpolated from observed gravity values.
 FE1514
 FE1514;                    North         East    Units  Estimated Accuracy
 FE1514;SPC TN       -    88,710.      237,940.      MT  (+/- 180 meters Scaled)
 FE1514
 FE1514                          SUPERSEDED SURVEY CONTROL
 FE1514
 FE1514  NGVD 29 (??/??/??)   77.004  (m)          252.64   (f) ADJUSTED    3 0
 FE1514
 FE1514.Superseded values are not recommended for survey control.
 FE1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1514.See file dsdata.txt to determine how the superseded data were derived.
 FE1514
 FE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD291844(NAD 83)
 FE1514_MARKER: DB = BENCH MARK DISK
 FE1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1514_SP_SET: BUILDING
 FE1514_STAMPING: H 66 1973
 FE1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1514
 FE1514  HISTORY     - Date     Condition        Report By
 FE1514  HISTORY     - 1973     MONUMENTED       NGS
 FE1514  HISTORY     - 1975     GOOD             NGS
 FE1514  HISTORY     - 19970424 GOOD             TN1620
 FE1514
 FE1514                          STATION DESCRIPTION
 FE1514
 FE1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FE1514'6.5 MI SE FROM MEMPHIS.
 FE1514'LOCATED IN THE NORTH EDGE OF THE MEMPHIS INTERNATIONAL AIRPORT
 FE1514'AT THE TENNESSEE AIR NATIONAL GUARD BASE, 0.1 MILE SOUTH OF
 FE1514'DEMOCRATE ROAD, IN FRONT OF AND ON THE WEST SIDE OF THE
 FE1514'ADMINISTRATION BUILDING OF THE AIR NATIONAL GUARD, SET IN A
 FE1514'DRILL HOLE IN THE CONCRETE BASE OF THE FLAG POLE MID-WAY BETWEEN
 FE1514'THE TWO FLAG POLES, 29.5 FEET WEST OF THE BOTTOM STEP OF THE WEST
 FE1514'ENTRANCE TO THE ADMINISTRATION BUILDING, 58 FEET EAST OF THE
 FE1514'CENTER OF TANG STREET, A NORTH-SOUTH STREET AND 149 FEET NORTH
 FE1514'OF THE CENTER OF SECOND AVENUE.  TO REACH FROM THE NORTH
 FE1514'ENTRANCE OF THE AIR NATIONAL GUARD ON DEMOCRACT ROAD, GO SOUTH
 FE1514'ON TANG STREET FOR 0.15 MILE TO THE MARK ON THE LEFT, 150 FEET
 FE1514'NORTH OF SECOND AVENUE.
 FE1514
 FE1514                          STATION RECOVERY (1975)
 FE1514
 FE1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE1514'RECOVERED IN GOOD CONDITION.
 FE1514
 FE1514                          STATION RECOVERY (1997)
 FE1514
 FE1514'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (MP)
 FE1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1174 ***********************************************************************
 FE1174  DESIGNATION -  H 67
 FE1174  PID         -  FE1174
 FE1174  STATE/COUNTY-  TN/FAYETTE
 FE1174  USGS QUAD   -  GALLAWAY (1981)
 FE1174
 FE1174                         *CURRENT SURVEY CONTROL
 FE1174  ___________________________________________________________________
 FE1174* NAD 83(1986)-  35 20 52.     (N)    089 35 27.     (W)     SCALED    
 FE1174* NAVD 88     -        96.603  (meters)     316.94   (feet)  ADJUSTED  
 FE1174  ___________________________________________________________________
 FE1174  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1174  DYNAMIC HT  -          96.517 (meters)     316.66  (feet)  COMP
 FE1174  MODELED GRAV-     979,745.0   (mgal)                       NAVD 88
 FE1174
 FE1174  VERT ORDER  -  SECOND    CLASS 0
 FE1174
 FE1174.The horizontal coordinates were scaled from a topographic map and have
 FE1174.an estimated accuracy of +/- 6 seconds.
 FE1174
 FE1174.The orthometric height was determined by differential leveling
 FE1174.and adjusted by the National Geodetic Survey in June 1991..
 FE1174
 FE1174.The geoid height was determined by GEOID03.
 FE1174
 FE1174.The dynamic height is computed by dividing the NAVD 88
 FE1174.geopotential number by the normal gravity value computed on the
 FE1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1174.degrees latitude (g = 980.6199 gals.).
 FE1174
 FE1174.The modeled gravity was interpolated from observed gravity values.
 FE1174
 FE1174;                    North         East    Units  Estimated Accuracy
 FE1174;SPC TN       -   118,540.      273,670.      MT  (+/- 180 meters Scaled)
 FE1174
 FE1174                          SUPERSEDED SURVEY CONTROL
 FE1174
 FE1174  NGVD 29 (??/??/??)   96.589  (m)          316.89   (f) ADJUSTED    2 0
 FE1174
 FE1174.Superseded values are not recommended for survey control.
 FE1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1174.See file dsdata.txt to determine how the superseded data were derived.
 FE1174
 FE1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE645146(NAD 83)
 FE1174_MARKER: DB = BENCH MARK DISK
 FE1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1174_STAMPING: H 67 1935
 FE1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1174+STABILITY: SURFACE MOTION
 FE1174
 FE1174  HISTORY     - Date     Condition        Report By
 FE1174  HISTORY     - 1935     MONUMENTED       CGS
 FE1174  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1174
 FE1174                          STATION DESCRIPTION
 FE1174
 FE1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1174'2.1 MI N FROM GALLAWAY.
 FE1174'2.1 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1174'THE STATION AT GALLAWAY, FAYETTE COUNTY, ABOUT 1/4 MILE SOUTH OF
 FE1174'MILEPOST L 347, AT A PRIVATE-ROAD CROSSING, 48 FEET WEST OF THE
 FE1174'CENTERLINE OF THE TRACK, AT THE RIGHT-OF-WAY FENCE, AND 10 FEET
 FE1174'NORTH OF A FENCE GATE.  STANDARD DISK, STAMPED H 67 1935 AND SET
 FE1174'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 FE1174
 FE1174                          STATION RECOVERY (1963)
 FE1174
 FE1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0348 ***********************************************************************
 FF0348  DESIGNATION -  H 68
 FF0348  PID         -  FF0348
 FF0348  STATE/COUNTY-  TN/SHELBY
 FF0348  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0348
 FF0348                         *CURRENT SURVEY CONTROL
 FF0348  ___________________________________________________________________
 FF0348* NAD 83(1986)-  35 08 52.     (N)    090 02 59.     (W)     SCALED    
 FF0348* NAVD 88     -        80.633  (meters)     264.54   (feet)  ADJUSTED  
 FF0348  ___________________________________________________________________
 FF0348  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0348  DYNAMIC HT  -          80.560 (meters)     264.30  (feet)  COMP
 FF0348  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 FF0348
 FF0348  VERT ORDER  -  FIRST     CLASS II
 FF0348
 FF0348.The horizontal coordinates were scaled from a topographic map and have
 FF0348.an estimated accuracy of +/- 6 seconds.
 FF0348
 FF0348.The orthometric height was determined by differential leveling
 FF0348.and adjusted by the National Geodetic Survey in June 1991..
 FF0348
 FF0348.The geoid height was determined by GEOID03.
 FF0348
 FF0348.The dynamic height is computed by dividing the NAVD 88
 FF0348.geopotential number by the normal gravity value computed on the
 FF0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0348.degrees latitude (g = 980.6199 gals.).
 FF0348
 FF0348.The modeled gravity was interpolated from observed gravity values.
 FF0348
 FF0348;                    North         East    Units  Estimated Accuracy
 FF0348;SPC TN       -    98,000.      231,070.      MT  (+/- 180 meters Scaled)
 FF0348
 FF0348                          SUPERSEDED SURVEY CONTROL
 FF0348
 FF0348  NGVD 29 (??/??/??)   80.593  (m)          264.41   (f) ADJUSTED    1 2
 FF0348
 FF0348.Superseded values are not recommended for survey control.
 FF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0348.See file dsdata.txt to determine how the superseded data were derived.
 FF0348
 FF0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU687934(NAD 83)
 FF0348_MARKER: DB = BENCH MARK DISK
 FF0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0348_STAMPING: H 68 1935
 FF0348_MARK LOGO: CGS   
 FF0348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0348+STABILITY: SURFACE MOTION
 FF0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0348+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 FF0348
 FF0348  HISTORY     - Date     Condition        Report By
 FF0348  HISTORY     - 1935     MONUMENTED       CGS
 FF0348  HISTORY     - 1974     GOOD             NGS
 FF0348  HISTORY     - 1976     GOOD             NGS
 FF0348  HISTORY     - 19950610 POOR             TN1620
 FF0348  HISTORY     - 20001128 POOR             USE
 FF0348
 FF0348                          STATION DESCRIPTION
 FF0348
 FF0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0348'AT MEMPHIS.
 FF0348'AT MEMPHIS, AT THE INTERSECTION OF NORTH SECOND STREET AND ADAMS
 FF0348'STREET, IN THE SOUTHWEST CORNER OF LAWN OF THE SHELBY COUNTY
 FF0348'COURTHOUSE, 18.5 FEET EAST OF THE EAST CURB LINE OF NORTH SECOND
 FF0348'STREET, 12 FEET NORTH OF THE NORTH CURB LINE OF ADAMS STREET,
 FF0348'1 FOOT EAST OF THE CORNER STONE OF A LOW STONE FENCE, 0.7 FOOT
 FF0348'NORTH OF LOW STONE FENCE, 1/2 FOOT ABOVE SIDEWALK AND IN THE TOP OF A
 FF0348'CONCRETE POST FLUSH WITH THE GROUND.
 FF0348
 FF0348                          STATION RECOVERY (1976)
 FF0348
 FF0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0348'RECOVERED IN GOOD CONDITION.
 FF0348
 FF0348                          STATION RECOVERY (1995)
 FF0348
 FF0348'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0348'MARK RECOVERED IN POOR CONDITION.
 FF0348
 FF0348                          STATION RECOVERY (2000)
 FF0348
 FF0348'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0348'MONUMENT HAS BEEN SHEARED BY MOWER, HOWEVER HIGH POINT OF DISC AND
 FF0348'STAMPING INTACT.  WOULD NOW CLASSIFY AS THIRD ORDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1747 ***********************************************************************
 FE1747  DESIGNATION -  H 69
 FE1747  PID         -  FE1747
 FE1747  STATE/COUNTY-  TN/TIPTON
 FE1747  USGS QUAD   -  COVINGTON (1983)
 FE1747
 FE1747                         *CURRENT SURVEY CONTROL
 FE1747  ___________________________________________________________________
 FE1747* NAD 83(1986)-  35 31 44.     (N)    089 40 50.     (W)     SCALED    
 FE1747* NAVD 88     -       106.828  (meters)     350.48   (feet)  ADJUSTED  
 FE1747  ___________________________________________________________________
 FE1747  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1747  DYNAMIC HT  -         106.737 (meters)     350.19  (feet)  COMP
 FE1747  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 FE1747
 FE1747  VERT ORDER  -  SECOND    CLASS 0
 FE1747
 FE1747.The horizontal coordinates were scaled from a topographic map and have
 FE1747.an estimated accuracy of +/- 6 seconds.
 FE1747
 FE1747.The orthometric height was determined by differential leveling
 FE1747.and adjusted by the National Geodetic Survey in June 1991..
 FE1747
 FE1747.The geoid height was determined by GEOID03.
 FE1747
 FE1747.The dynamic height is computed by dividing the NAVD 88
 FE1747.geopotential number by the normal gravity value computed on the
 FE1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1747.degrees latitude (g = 980.6199 gals.).
 FE1747
 FE1747.The modeled gravity was interpolated from observed gravity values.
 FE1747
 FE1747;                    North         East    Units  Estimated Accuracy
 FE1747;SPC TN       -   138,920.      266,280.      MT  (+/- 180 meters Scaled)
 FE1747
 FE1747                          SUPERSEDED SURVEY CONTROL
 FE1747
 FE1747  NGVD 29 (??/??/??)  106.857  (m)          350.58   (f) ADJUSTED    2 0
 FE1747
 FE1747.Superseded values are not recommended for survey control.
 FE1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1747.See file dsdata.txt to determine how the superseded data were derived.
 FE1747
 FE1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE569350(NAD 83)
 FE1747_MARKER: DB = BENCH MARK DISK
 FE1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1747_STAMPING: H 69 1935
 FE1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1747+STABILITY: SURFACE MOTION
 FE1747
 FE1747  HISTORY     - Date     Condition        Report By
 FE1747  HISTORY     - 1935     MONUMENTED       CGS
 FE1747  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1747
 FE1747                          STATION DESCRIPTION
 FE1747
 FE1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1747'3.5 MI S FROM COVINGTON.
 FE1747'3.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 FE1747'OF COVINGTON, TIPTON COUNTY, 500 FEET NORTH OF MILEPOST 356, AT
 FE1747'THE BEGINNING OF A CURVE TO THE NORTHEAST, AND 30 FEET EAST OF
 FE1747'THE TRACK.  A STANDARD DISK, STAMPED H 69 1935 AND SET IN THE
 FE1747'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1456 ***********************************************************************
 FC1456  DESIGNATION -  H 7
 FC1456  PID         -  FC1456
 FC1456  STATE/COUNTY-  TN/COFFEE
 FC1456  USGS QUAD   -  MORRISON (1983)
 FC1456
 FC1456                         *CURRENT SURVEY CONTROL
 FC1456  ___________________________________________________________________
 FC1456* NAD 83(1986)-  35 34 44.     (N)    085 57 42.     (W)     SCALED    
 FC1456* NAVD 88     -       321.297  (meters)    1054.12   (feet)  ADJUSTED  
 FC1456  ___________________________________________________________________
 FC1456  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FC1456  DYNAMIC HT  -         320.994 (meters)    1053.13  (feet)  COMP
 FC1456  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 FC1456
 FC1456  VERT ORDER  -  SECOND    CLASS 0
 FC1456
 FC1456.The horizontal coordinates were scaled from a topographic map and have
 FC1456.an estimated accuracy of +/- 6 seconds.
 FC1456
 FC1456.The orthometric height was determined by differential leveling
 FC1456.and adjusted by the National Geodetic Survey in June 1991..
 FC1456
 FC1456.The geoid height was determined by GEOID03.
 FC1456
 FC1456.The dynamic height is computed by dividing the NAVD 88
 FC1456.geopotential number by the normal gravity value computed on the
 FC1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1456.degrees latitude (g = 980.6199 gals.).
 FC1456
 FC1456.The modeled gravity was interpolated from observed gravity values.
 FC1456
 FC1456;                    North         East    Units  Estimated Accuracy
 FC1456;SPC TN       -   138,190.      603,470.      MT  (+/- 180 meters Scaled)
 FC1456
 FC1456                          SUPERSEDED SURVEY CONTROL
 FC1456
 FC1456  NGVD 29 (??/??/92)  321.304  (m)         1054.14   (f) ADJ UNCH    2 0
 FC1456
 FC1456.Superseded values are not recommended for survey control.
 FC1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1456.See file dsdata.txt to determine how the superseded data were derived.
 FC1456
 FC1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE940377(NAD 83)
 FC1456_MARKER: DB = BENCH MARK DISK
 FC1456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1456_SP_SET: CULVERT
 FC1456_STAMPING: 1054.424 H 7 1930
 FC1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1456
 FC1456  HISTORY     - Date     Condition        Report By
 FC1456  HISTORY     - 1930     MONUMENTED       CGS
 FC1456  HISTORY     - 1934     GOOD             NGS
 FC1456
 FC1456                          STATION DESCRIPTION
 FC1456
 FC1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1456'2.2 MI NE FROM SUMMITVILLE.
 FC1456'2.2 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1456'LOUIS RAILWAY FROM SUMMITVILLE, COFFEE COUNTY, 15 RAILS SOUTHWEST
 FC1456'OF A ROAD CROSSING, BETWEEN POLES 21/13 AND 21/14, IN THE
 FC1456'NORTHWEST HEADWALL OF A CULVERT, 14 INCHES FROM THE SOUTHWEST
 FC1456'END OF THE HEADWALL, 10 INCHES FROM THE NORTHWEST FACE, 13 FEET
 FC1456'NORTHWEST OF THE NORTHWEST RAIL, AND 2.3 FEET LOWER THAN THE
 FC1456'RAIL.  A STANDARD DISK, STAMPED 1054.424 H 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1020 ***********************************************************************
 FE1020  DESIGNATION -  H 73
 FE1020  PID         -  FE1020
 FE1020  STATE/COUNTY-  TN/FAYETTE
 FE1020  USGS QUAD   -  LAMBERT (1983)
 FE1020
 FE1020                         *CURRENT SURVEY CONTROL
 FE1020  ___________________________________________________________________
 FE1020* NAD 83(1986)-  35 17 49.     (N)    089 23 00.     (W)     SCALED    
 FE1020* NAVD 88     -       123.475  (meters)     405.10   (feet)  ADJUSTED  
 FE1020  ___________________________________________________________________
 FE1020  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE1020  DYNAMIC HT  -         123.363 (meters)     404.73  (feet)  COMP
 FE1020  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FE1020
 FE1020  VERT ORDER  -  SECOND    CLASS 0
 FE1020
 FE1020.The horizontal coordinates were scaled from a topographic map and have
 FE1020.an estimated accuracy of +/- 6 seconds.
 FE1020
 FE1020.The orthometric height was determined by differential leveling
 FE1020.and adjusted by the National Geodetic Survey in June 1991..
 FE1020
 FE1020.The geoid height was determined by GEOID03.
 FE1020
 FE1020.The dynamic height is computed by dividing the NAVD 88
 FE1020.geopotential number by the normal gravity value computed on the
 FE1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1020.degrees latitude (g = 980.6199 gals.).
 FE1020
 FE1020.The modeled gravity was interpolated from observed gravity values.
 FE1020
 FE1020;                    North         East    Units  Estimated Accuracy
 FE1020;SPC TN       -   112,230.      292,330.      MT  (+/- 180 meters Scaled)
 FE1020
 FE1020                          SUPERSEDED SURVEY CONTROL
 FE1020
 FE1020  NGVD 29 (??/??/??)  123.459  (m)          405.05   (f) ADJUSTED    2 0
 FE1020
 FE1020.Superseded values are not recommended for survey control.
 FE1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1020.See file dsdata.txt to determine how the superseded data were derived.
 FE1020
 FE1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE832085(NAD 83)
 FE1020_MARKER: DB = BENCH MARK DISK
 FE1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1020_STAMPING: H 73 1935
 FE1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1020+STABILITY: SURFACE MOTION
 FE1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1020+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2002
 FE1020
 FE1020  HISTORY     - Date     Condition        Report By
 FE1020  HISTORY     - 1935     MONUMENTED       CGS
 FE1020  HISTORY     - 20020927 GOOD             USACE
 FE1020
 FE1020                          STATION DESCRIPTION
 FE1020
 FE1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1020'4.4 MI NW FROM SOMERVILLE.
 FE1020'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1020'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 150 YARDS EAST OF THE
 FE1020'TOP OF A HILL, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 FE1020'AT A FENCE CORNER.  A STANDARD DISK, STAMPED H 73 1935 AND SET
 FE1020'IN THE TOP OF A CONCRETE POST.
 FE1020
 FE1020                          STATION RECOVERY (2002)
 FE1020
 FE1020'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1420 ***********************************************************************
 FE1420  DESIGNATION -  H 74 RESET
 FE1420  PID         -  FE1420
 FE1420  STATE/COUNTY-  TN/SHELBY
 FE1420  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1420
 FE1420                         *CURRENT SURVEY CONTROL
 FE1420  ___________________________________________________________________
 FE1420* NAD 83(1986)-  35 03 10.     (N)    089 55 49.     (W)     SCALED    
 FE1420* NAVD 88     -        88.62   (+/-2cm)     290.7    (feet)  VERTCON   
 FE1420  ___________________________________________________________________
 FE1420  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1420
 FE1420  VERT ORDER  -  THIRD (See Below)
 FE1420
 FE1420.The horizontal coordinates were scaled from a topographic map and have
 FE1420.an estimated accuracy of +/- 6 seconds.
 FE1420
 FE1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1420.The vertical order pertains to the NGVD 29 superseded value.
 FE1420
 FE1420.The geoid height was determined by GEOID03.
 FE1420
 FE1420;                    North         East    Units  Estimated Accuracy
 FE1420;SPC TN       -    87,020.      241,520.      MT  (+/- 180 meters Scaled)
 FE1420
 FE1420                          SUPERSEDED SURVEY CONTROL
 FE1420
 FE1420  NGVD 29 (??/??/??)   88.59   (m)          290.6    (f) RESET       3  
 FE1420
 FE1420.Superseded values are not recommended for survey control.
 FE1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1420.See file dsdata.txt to determine how the superseded data were derived.
 FE1420
 FE1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD327828(NAD 83)
 FE1420_MARKER: DB = BENCH MARK DISK
 FE1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1420_SP_SET: CONCRETE BASE
 FE1420_STAMPING: H 74 RESET 1973
 FE1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1420
 FE1420  HISTORY     - Date     Condition        Report By
 FE1420  HISTORY     - 1973     MONUMENTED       NGS
 FE1420
 FE1420                          STATION DESCRIPTION
 FE1420
 FE1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FE1420'5 MI SE FROM MEMPHIS.
 FE1420'ABOUT 5 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 FE1420'RAILROAD FROM THE INTERSECTION OF CASTALIA AND PERSON STREETS AT
 FE1420'MEMPHIS, ABOUT 600 FEET NORTHWEST OF THE OVERPASS OF THE RAILROAD
 FE1420'OF WINCHESTER RD. AT OAKVILLE, ABOUT 1 FOOT ABOVE RAIL OF
 FE1420'RAILROAD TRACKS, 6.5 FEET NORTHEAST OF THE SOUTHEAST RAIL, 13
 FE1420'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A METAL SIGNAL BOX
 FE1420'AND SET IN THE TOP AND SOUTHWEST CORNER OF A 4 X 4 FOOT CONCRETE
 FE1420'BASE OF A STEEL RAILROAD SIGNAL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0457 ***********************************************************************
 FF0457  DESIGNATION -  H 75
 FF0457  PID         -  FF0457
 FF0457  STATE/COUNTY-  TN/SHELBY
 FF0457  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0457
 FF0457                         *CURRENT SURVEY CONTROL
 FF0457  ___________________________________________________________________
 FF0457* NAD 83(1986)-  35 06 14.     (N)    090 03 42.     (W)     SCALED    
 FF0457* NAVD 88     -        88.314  (meters)     289.74   (feet)  ADJUSTED  
 FF0457  ___________________________________________________________________
 FF0457  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0457  DYNAMIC HT  -          88.234 (meters)     289.48  (feet)  COMP
 FF0457  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 FF0457
 FF0457  VERT ORDER  -  FIRST     CLASS I
 FF0457
 FF0457.The horizontal coordinates were scaled from a topographic map and have
 FF0457.an estimated accuracy of +/- 6 seconds.
 FF0457
 FF0457.The orthometric height was determined by differential leveling
 FF0457.and adjusted by the National Geodetic Survey in June 1991..
 FF0457.WARNING-Repeat measurements at this control monument indicate possible
 FF0457.vertical movement.
 FF0457
 FF0457.The geoid height was determined by GEOID03.
 FF0457
 FF0457.The dynamic height is computed by dividing the NAVD 88
 FF0457.geopotential number by the normal gravity value computed on the
 FF0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0457.degrees latitude (g = 980.6199 gals.).
 FF0457
 FF0457.The modeled gravity was interpolated from observed gravity values.
 FF0457
 FF0457;                    North         East    Units  Estimated Accuracy
 FF0457;SPC TN       -    93,180.      229,780.      MT  (+/- 180 meters Scaled)
 FF0457
 FF0457                          SUPERSEDED SURVEY CONTROL
 FF0457
 FF0457  NGVD 29 (??/??/??)   88.293  (m)          289.67   (f) ADJUSTED    1 1
 FF0457
 FF0457.Superseded values are not recommended for survey control.
 FF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0457.See file dsdata.txt to determine how the superseded data were derived.
 FF0457
 FF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU678885(NAD 83)
 FF0457_MARKER: DB = BENCH MARK DISK
 FF0457_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FF0457_SP_SET: BUILDING
 FF0457_STAMPING: H 75 1956
 FF0457_MARK LOGO: CGS   
 FF0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF0457+STABILITY: POSITION/ELEVATION WELL
 FF0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0457+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0457
 FF0457  HISTORY     - Date     Condition        Report By
 FF0457  HISTORY     - 1956     MONUMENTED       CGS
 FF0457  HISTORY     - 1974     GOOD             NGS
 FF0457  HISTORY     - 1976     GOOD             NGS
 FF0457  HISTORY     - 1983     GOOD             NGS
 FF0457  HISTORY     - 19911112 GOOD             NGS
 FF0457  HISTORY     - 20021029 GOOD             USACE
 FF0457
 FF0457                          STATION DESCRIPTION
 FF0457
 FF0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0457'AT MEMPHIS.
 FF0457'AT MEMPHIS, 1.35 MILES SOUTH ALONG FLORIDA STREET FROM THE
 FF0457'INTERSECTION WITH CRUMP BOULEVARD, ABOUT 50 YARDS NORTH OF THE
 FF0457'JUNCTION WITH FIELDS AVENUE LEADING WEST, 99 1/2 FEET EAST OF THE
 FF0457'CENTER LINE OF FLORIDA STREET, SET VERTICALLY IN THE WEST
 FF0457'FACE OF A 3 STORY BRICK SCHOOL BUILDING 1560, 1.3 FEET NORTH OF
 FF0457'THE SOUTHWEST CORNER OF THE BUILDING AND 1.8 FEET ABOVE LEVEL
 FF0457'OF THE GROUND.
 FF0457
 FF0457                          STATION RECOVERY (1976)
 FF0457
 FF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0457'RECOVERED IN GOOD CONDITION.
 FF0457
 FF0457                          STATION RECOVERY (1983)
 FF0457
 FF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0457'RECOVERED IN GOOD CONDITION.  NOTE, SCHOOL IS THE FLORIDA STREET
 FF0457'SCHOOL.
 FF0457
 FF0457                          STATION RECOVERY (1991)
 FF0457
 FF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0457'IN MEMPHIS, SET VERTICALLY IN THE WEST FACE OF THE FLORIDA STREET
 FF0457'SCHOOL AT 1560 FLORIDA STREET, 30.2 M (99.1 FT) EAST OF THE STREET
 FF0457'CENTERLINE, 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE, 0.4 M (1.3 FT)
 FF0457'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 FF0457
 FF0457                          STATION RECOVERY (2002)
 FF0457
 FF0457'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0457'SCHOOL NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0473 ***********************************************************************
 FD0473  DESIGNATION -  H 77
 FD0473  PID         -  FD0473
 FD0473  STATE/COUNTY-  TN/MAURY
 FD0473  USGS QUAD   -  GLENDALE (1981)
 FD0473
 FD0473                         *CURRENT SURVEY CONTROL
 FD0473  ___________________________________________________________________
 FD0473* NAD 83(1986)-  35 32 52.     (N)    086 56 54.     (W)     SCALED    
 FD0473* NAVD 88     -       187.159  (meters)     614.04   (feet)  ADJUSTED  
 FD0473  ___________________________________________________________________
 FD0473  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0473  DYNAMIC HT  -         186.993 (meters)     613.49  (feet)  COMP
 FD0473  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 FD0473
 FD0473  VERT ORDER  -  FIRST     CLASS II
 FD0473
 FD0473.The horizontal coordinates were scaled from a topographic map and have
 FD0473.an estimated accuracy of +/- 6 seconds.
 FD0473
 FD0473.The orthometric height was determined by differential leveling
 FD0473.and adjusted by the National Geodetic Survey in June 1991..
 FD0473
 FD0473.The geoid height was determined by GEOID03.
 FD0473
 FD0473.The dynamic height is computed by dividing the NAVD 88
 FD0473.geopotential number by the normal gravity value computed on the
 FD0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0473.degrees latitude (g = 980.6199 gals.).
 FD0473
 FD0473.The modeled gravity was interpolated from observed gravity values.
 FD0473
 FD0473;                    North         East    Units  Estimated Accuracy
 FD0473;SPC TN       -   135,160.      514,010.      MT  (+/- 180 meters Scaled)
 FD0473
 FD0473                          SUPERSEDED SURVEY CONTROL
 FD0473
 FD0473  NGVD 29 (??/??/92)  187.143  (m)          613.99   (f) ADJ UNCH    1 2
 FD0473
 FD0473.Superseded values are not recommended for survey control.
 FD0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0473.See file dsdata.txt to determine how the superseded data were derived.
 FD0473
 FD0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE046337(NAD 83)
 FD0473_MARKER: DB = BENCH MARK DISK
 FD0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0473_SP_SET: CULVERT
 FD0473_STAMPING: H 77 1934
 FD0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0473
 FD0473  HISTORY     - Date     Condition        Report By
 FD0473  HISTORY     - 1934     MONUMENTED       CGS
 FD0473  HISTORY     - 1949     GOOD             NGS
 FD0473
 FD0473                          STATION DESCRIPTION
 FD0473
 FD0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0473'4.2 MI NW FROM BRYANT.
 FD0473'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0473'SCHOOL AT BRYANT, THENCE ABOUT 1.55 MILES NORTHWEST ALONG OLD
 FD0473'ABANDONED GRADE OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0473'RAILWAY, AT HILL, 513 FEET SOUTH-SOUTHEAST AND ACROSS OLD RAILWAY
 FD0473'BED FROM THE SOUTHWEST CORNER OF WORLEYS STORE, 150 FEET SOUTHEAST
 FD0473'OF THE CENTER OF A ROAD CROSSING, 13 FEET SOUTHWEST OF THE
 FD0473'CENTER LINE OF THE OLD RAILWAY BED AND SET IN THE TOP OF THE
 FD0473'SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A 30-INCH CULVERT
 FD0473'UNDER OLD RAILWAY BED AND ABOUT LEVEL WITH RAILWAY BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1007 ***********************************************************************
 FC1007  DESIGNATION -  H 8
 FC1007  PID         -  FC1007
 FC1007  STATE/COUNTY-  TN/CUMBERLAND
 FC1007  USGS QUAD   -  CROSSVILLE (1982)
 FC1007
 FC1007                         *CURRENT SURVEY CONTROL
 FC1007  ___________________________________________________________________
 FC1007* NAD 83(1986)-  35 57 27.     (N)    085 04 33.     (W)     SCALED    
 FC1007* NAVD 88     -       560.942  (meters)    1840.36   (feet)  ADJUSTED  
 FC1007  ___________________________________________________________________
 FC1007  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FC1007  DYNAMIC HT  -         560.417 (meters)    1838.63  (feet)  COMP
 FC1007  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 FC1007
 FC1007  VERT ORDER  -  SECOND    CLASS 0
 FC1007
 FC1007.The horizontal coordinates were scaled from a topographic map and have
 FC1007.an estimated accuracy of +/- 6 seconds.
 FC1007
 FC1007.The orthometric height was determined by differential leveling
 FC1007.and adjusted by the National Geodetic Survey in June 1991..
 FC1007
 FC1007.The geoid height was determined by GEOID03.
 FC1007
 FC1007.The dynamic height is computed by dividing the NAVD 88
 FC1007.geopotential number by the normal gravity value computed on the
 FC1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1007.degrees latitude (g = 980.6199 gals.).
 FC1007
 FC1007.The modeled gravity was interpolated from observed gravity values.
 FC1007
 FC1007;                    North         East    Units  Estimated Accuracy
 FC1007;SPC TN       -   180,590.      683,370.      MT  (+/- 180 meters Scaled)
 FC1007
 FC1007                          SUPERSEDED SURVEY CONTROL
 FC1007
 FC1007  NGVD 29 (??/??/92)  560.997  (m)         1840.54   (f) ADJ UNCH    2 0
 FC1007
 FC1007.Superseded values are not recommended for survey control.
 FC1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1007.See file dsdata.txt to determine how the superseded data were derived.
 FC1007
 FC1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE735809(NAD 83)
 FC1007_MARKER: DB = BENCH MARK DISK
 FC1007_SETTING: 66 = SET IN ROCK OUTCROP
 FC1007_SP_SET: ROCK LEDGE
 FC1007_STAMPING: 1840.705 H 8 1931
 FC1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1007+STABILITY: POSITION/ELEVATION WELL
 FC1007
 FC1007  HISTORY     - Date     Condition        Report By
 FC1007  HISTORY     - 1931     MONUMENTED       CGS
 FC1007  HISTORY     - 1934     GOOD             NGS
 FC1007  HISTORY     - 1969     GOOD             NGS
 FC1007  HISTORY     - 1980     MARK NOT FOUND   TVA
 FC1007
 FC1007                          STATION DESCRIPTION
 FC1007
 FC1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1007'3 MI W FROM CROSSVILLE.
 FC1007'3.0 MILES WEST ALONG U.S. HIGHWAY 70 A FROM THE TENNESSEE CENTRAL
 FC1007'RAILWAY STATION AT CROSSVILLE, CUMBERLAND COUNTY, 70 YARDS WEST
 FC1007'OF THE WEST SIDE OF MR. MC CUISTIONS HOME IN 1934, 46 YARDS
 FC1007'WEST OF A CONCRETE HIGHWAY CULVERT, 63 FEET SOUTH OF THE CENTERLINE
 FC1007'OF THE HIGHWAY, IN A ROCK LEDGE, 19 FEET FROM THE WEST END, 3-1/2
 FC1007'FEET FROM THE SOUTH END, AND ABOUT 2 FEET ABOVE GROUND.  A
 FC1007'STANDARD DISK, STAMPED 1840.705 H 8 1931.
 FC1007
 FC1007                          STATION RECOVERY (1969)
 FC1007
 FC1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC1007'RECOVERED IN GOOD CONDITION.
 FC1007
 FC1007                          STATION RECOVERY (1980)
 FC1007
 FC1007'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1980
 FC1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1813 ***********************************************************************
 GB1813  DESIGNATION -  H 80
 GB1813  PID         -  GB1813
 GB1813  STATE/COUNTY-  TN/MACON
 GB1813  USGS QUAD   -  PLEASANT SHADE (1981)
 GB1813
 GB1813                         *CURRENT SURVEY CONTROL
 GB1813  ___________________________________________________________________
 GB1813* NAD 83(1986)-  36 27 00.     (N)    085 52 51.     (W)     SCALED    
 GB1813* NAVD 88     -       308.266  (meters)    1011.37   (feet)  POSTED    
 GB1813  ___________________________________________________________________
 GB1813  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1813  DYNAMIC HT  -         308.000 (meters)    1010.50  (feet)  COMP
 GB1813  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 GB1813
 GB1813  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1813
 GB1813.The horizontal coordinates were scaled from a topographic map and have
 GB1813.an estimated accuracy of +/- 6 seconds.
 GB1813
 GB1813.The orthometric height was determined by differential leveling
 GB1813.and adjusted by the National Geodetic Survey in 1992..
 GB1813.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1813.rate of 0.0 thru 1.0 mm/km.
 GB1813
 GB1813.The geoid height was determined by GEOID03.
 GB1813
 GB1813.The dynamic height is computed by dividing the NAVD 88
 GB1813.geopotential number by the normal gravity value computed on the
 GB1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1813.degrees latitude (g = 980.6199 gals.).
 GB1813
 GB1813.The modeled gravity was interpolated from observed gravity values.
 GB1813
 GB1813;                    North         East    Units  Estimated Accuracy
 GB1813;SPC TN       -   234,850.      610,680.      MT  (+/- 180 meters Scaled)
 GB1813
 GB1813                          SUPERSEDED SURVEY CONTROL
 GB1813
 GB1813  NGVD 29 (??/??/92)  308.355  (m)         1011.66   (f) ADJ UNCH    2 0
 GB1813
 GB1813.Superseded values are not recommended for survey control.
 GB1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1813.See file dsdata.txt to determine how the superseded data were derived.
 GB1813
 GB1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF002344(NAD 83)
 GB1813_MARKER: DB = BENCH MARK DISK
 GB1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1813_STAMPING: H 80 1935
 GB1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1813+STABILITY: SURFACE MOTION
 GB1813
 GB1813  HISTORY     - Date     Condition        Report By
 GB1813  HISTORY     - 1935     MONUMENTED       CGS
 GB1813  HISTORY     - 1966     MARK NOT FOUND   USGS
 GB1813
 GB1813                          STATION DESCRIPTION
 GB1813
 GB1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1813'6.4 MI SW FROM RED BOILING SPRINGS.
 GB1813'6.4 MILES SOUTHWEST ALONG STATE HIGHWAYS 52 AND 56 FROM RED BOILING
 GB1813'SPRINGS, MACON COUNTY, 33 YARDS NORTHWEST OF THE JUNCTION OF STATE
 GB1813'HIGHWAY 80, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GB1813'24 FEET WEST OF THE NORTHWEST CORNER OF A SERVICE STATION (ESSO IN
 GB1813'1935), AND 0.5 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GB1813'STAMPED H 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1813
 GB1813                          STATION RECOVERY (1966)
 GB1813
 GB1813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GB1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1979 ***********************************************************************
 GB1979  DESIGNATION -  H 82
 GB1979  PID         -  GB1979
 GB1979  STATE/COUNTY-  TN/CLAY
 GB1979  USGS QUAD   -  UNION HILL (1968)
 GB1979
 GB1979                         *CURRENT SURVEY CONTROL
 GB1979  ___________________________________________________________________
 GB1979* NAD 83(1986)-  36 35 49.     (N)    085 38 24.     (W)     SCALED    
 GB1979* NAVD 88     -       296.497  (meters)     972.76   (feet)  ADJUSTED  
 GB1979  ___________________________________________________________________
 GB1979  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 GB1979  DYNAMIC HT  -         296.243 (meters)     971.92  (feet)  COMP
 GB1979  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GB1979
 GB1979  VERT ORDER  -  SECOND    CLASS 0
 GB1979
 GB1979.The horizontal coordinates were scaled from a topographic map and have
 GB1979.an estimated accuracy of +/- 6 seconds.
 GB1979
 GB1979.The orthometric height was determined by differential leveling
 GB1979.and adjusted by the National Geodetic Survey in June 1991..
 GB1979
 GB1979.The geoid height was determined by GEOID03.
 GB1979
 GB1979.The dynamic height is computed by dividing the NAVD 88
 GB1979.geopotential number by the normal gravity value computed on the
 GB1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1979.degrees latitude (g = 980.6199 gals.).
 GB1979
 GB1979.The modeled gravity was interpolated from observed gravity values.
 GB1979
 GB1979;                    North         East    Units  Estimated Accuracy
 GB1979;SPC TN       -   251,210.      632,210.      MT  (+/- 180 meters Scaled)
 GB1979
 GB1979                          SUPERSEDED SURVEY CONTROL
 GB1979
 GB1979  NGVD 29 (??/??/92)  296.606  (m)          973.11   (f) ADJ UNCH    2 0
 GB1979
 GB1979.Superseded values are not recommended for survey control.
 GB1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1979.See file dsdata.txt to determine how the superseded data were derived.
 GB1979
 GB1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF216510(NAD 83)
 GB1979_MARKER: DB = BENCH MARK DISK
 GB1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1979_STAMPING: H 82 1935
 GB1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1979+STABILITY: SURFACE MOTION
 GB1979
 GB1979  HISTORY     - Date     Condition        Report By
 GB1979  HISTORY     - 1935     MONUMENTED       CGS
 GB1979
 GB1979                          STATION DESCRIPTION
 GB1979
 GB1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1979'1.3 MI W FROM MOSS.
 GB1979'1.3 MILES WEST ALONG STATE HIGHWAY 52 FROM MOSS, CLAY COUNTY,
 GB1979'95 YARDS EAST OF A METAL CULVERT, 14 FEET WEST OF THE NORTHWEST
 GB1979'CORNER OF A WOODED AREA, 41 FEET SOUTH OF THE CENTERLINE OF THE
 GB1979'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GB1979'DISK, STAMPED H 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0221 ***********************************************************************
 GC0221  DESIGNATION -  H 83
 GC0221  PID         -  GC0221
 GC0221  STATE/COUNTY-  TN/TROUSDALE
 GC0221  USGS QUAD   -  HARTSVILLE (1994)
 GC0221
 GC0221                         *CURRENT SURVEY CONTROL
 GC0221  ___________________________________________________________________
 GC0221* NAD 83(1986)-  36 23 24.     (N)    086 11 37.     (W)     SCALED    
 GC0221* NAVD 88     -       185.172  (meters)     607.52   (feet)  ADJUSTED  
 GC0221  ___________________________________________________________________
 GC0221  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0221  DYNAMIC HT  -         185.021 (meters)     607.02  (feet)  COMP
 GC0221  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 GC0221
 GC0221  VERT ORDER  -  SECOND    CLASS 0
 GC0221
 GC0221.The horizontal coordinates were scaled from a topographic map and have
 GC0221.an estimated accuracy of +/- 6 seconds.
 GC0221
 GC0221.The orthometric height was determined by differential leveling
 GC0221.and adjusted by the National Geodetic Survey in June 1991..
 GC0221
 GC0221.The geoid height was determined by GEOID03.
 GC0221
 GC0221.The dynamic height is computed by dividing the NAVD 88
 GC0221.geopotential number by the normal gravity value computed on the
 GC0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0221.degrees latitude (g = 980.6199 gals.).
 GC0221
 GC0221.The modeled gravity was interpolated from observed gravity values.
 GC0221
 GC0221;                    North         East    Units  Estimated Accuracy
 GC0221;SPC TN       -   228,210.      582,630.      MT  (+/- 180 meters Scaled)
 GC0221
 GC0221                          SUPERSEDED SURVEY CONTROL
 GC0221
 GC0221  NGVD 29 (??/??/92)  185.243  (m)          607.75   (f) ADJ UNCH    2 0
 GC0221
 GC0221.Superseded values are not recommended for survey control.
 GC0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0221.See file dsdata.txt to determine how the superseded data were derived.
 GC0221
 GC0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF723275(NAD 83)
 GC0221_MARKER: DB = BENCH MARK DISK
 GC0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0221_STAMPING: H 83 1935
 GC0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0221+STABILITY: SURFACE MOTION
 GC0221
 GC0221  HISTORY     - Date     Condition        Report By
 GC0221  HISTORY     - 1935     MONUMENTED       CGS
 GC0221  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0221
 GC0221                          STATION DESCRIPTION
 GC0221
 GC0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0221'1.7 MI W FROM HARTSVILLE.
 GC0221'1.7 MILES WEST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0221'HARTSVILLE, TROUSDALE COUNTY, 27 YARDS NORTHEAST OF THE NORTHEAST
 GC0221'CORNER OF A WHITE HOUSE, 32 FEET SOUTH OF THE CENTERLINE OF THE
 GC0221'HIGHWAY, 2.5 FEET NORTHWEST OF A GARDEN FENCE, AND 0.5 FOOT
 GC0221'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 83 1935 AND
 GC0221'SET IN THE TOP OF A CONCRETE POST.
 GC0221
 GC0221                          STATION RECOVERY (2001)
 GC0221
 GC0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0221'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0221'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1799 ***********************************************************************
 GB1799  DESIGNATION -  H 84
 GB1799  PID         -  GB1799
 GB1799  STATE/COUNTY-  TN/PUTNAM
 GB1799  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1799
 GB1799                         *CURRENT SURVEY CONTROL
 GB1799  ___________________________________________________________________
 GB1799* NAD 83(1986)-  36 09 51.     (N)    085 30 30.     (W)     SCALED    
 GB1799* NAVD 88     -       340.574  (meters)    1117.37   (feet)  ADJUSTED  
 GB1799  ___________________________________________________________________
 GB1799  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1799  DYNAMIC HT  -         340.270 (meters)    1116.37  (feet)  COMP
 GB1799  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 GB1799
 GB1799  VERT ORDER  -  SECOND    CLASS 0
 GB1799
 GB1799.The horizontal coordinates were scaled from a topographic map and have
 GB1799.an estimated accuracy of +/- 6 seconds.
 GB1799
 GB1799.The orthometric height was determined by differential leveling
 GB1799.and adjusted by the National Geodetic Survey in June 1991..
 GB1799.WARNING-Repeat measurements at this control monument indicate possible
 GB1799.vertical movement.
 GB1799
 GB1799.The geoid height was determined by GEOID03.
 GB1799
 GB1799.The dynamic height is computed by dividing the NAVD 88
 GB1799.geopotential number by the normal gravity value computed on the
 GB1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1799.degrees latitude (g = 980.6199 gals.).
 GB1799
 GB1799.The modeled gravity was interpolated from observed gravity values.
 GB1799
 GB1799;                    North         East    Units  Estimated Accuracy
 GB1799;SPC TN       -   203,240.      644,240.      MT  (+/- 180 meters Scaled)
 GB1799
 GB1799                          SUPERSEDED SURVEY CONTROL
 GB1799
 GB1799  NGVD 29 (??/??/92)  340.654  (m)         1117.63   (f) ADJ UNCH    2 0
 GB1799
 GB1799.Superseded values are not recommended for survey control.
 GB1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1799.See file dsdata.txt to determine how the superseded data were derived.
 GB1799
 GB1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF341031(NAD 83)
 GB1799_MARKER: DB = BENCH MARK DISK
 GB1799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1799_SP_SET: BUILDING
 GB1799_STAMPING: H 84 1935
 GB1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1799
 GB1799  HISTORY     - Date     Condition        Report By
 GB1799  HISTORY     - 1935     MONUMENTED       CGS
 GB1799  HISTORY     - 1942     GOOD             NGS
 GB1799  HISTORY     - 1966     GOOD             NGS
 GB1799
 GB1799                          STATION DESCRIPTION
 GB1799
 GB1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GB1799'AT COOKEVILLE.
 GB1799'AT COOKEVILLE, PUTNAM CUNTY, IN THE NORTH WALL OF THE TENNESSEE
 GB1799'CENTRAL RAILWAY STATION, 20 FEET SOUTH OF THE SOUTH RAIL OF THE
 GB1799'MAIN TRACK, 1 FOOT BELOW THE CENTERLINE OF THE DISPATCHERS
 GB1799'WINDOW, AND 1 FOOT HIGHER THAN THE RAIL.  A STANDARD DISK,
 GB1799'STAMPED H 84 1935 AND SET VERTICALLY.
 GB1799
 GB1799                          STATION RECOVERY (1966)
 GB1799
 GB1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0368 ***********************************************************************
 GC0368  DESIGNATION -  H 85
 GC0368  PID         -  GC0368
 GC0368  STATE/COUNTY-  TN/WILSON
 GC0368  USGS QUAD   -  HERMITAGE (1983)
 GC0368
 GC0368                         *CURRENT SURVEY CONTROL
 GC0368  ___________________________________________________________________
 GC0368* NAD 83(1986)-  36 12 02.     (N)    086 31 08.     (W)     SCALED    
 GC0368* NAVD 88     -       168.765  (meters)     553.69   (feet)  ADJUSTED  
 GC0368  ___________________________________________________________________
 GC0368  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0368  DYNAMIC HT  -         168.623 (meters)     553.22  (feet)  COMP
 GC0368  MODELED GRAV-     979,784.7   (mgal)                       NAVD 88
 GC0368
 GC0368  VERT ORDER  -  SECOND    CLASS 0
 GC0368
 GC0368.The horizontal coordinates were scaled from a topographic map and have
 GC0368.an estimated accuracy of +/- 6 seconds.
 GC0368
 GC0368.The orthometric height was determined by differential leveling
 GC0368.and adjusted by the National Geodetic Survey in June 1991..
 GC0368
 GC0368.The geoid height was determined by GEOID03.
 GC0368
 GC0368.The dynamic height is computed by dividing the NAVD 88
 GC0368.geopotential number by the normal gravity value computed on the
 GC0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0368.degrees latitude (g = 980.6199 gals.).
 GC0368
 GC0368.The modeled gravity was interpolated from observed gravity values.
 GC0368
 GC0368;                    North         East    Units  Estimated Accuracy
 GC0368;SPC TN       -   207,290.      553,340.      MT  (+/- 180 meters Scaled)
 GC0368
 GC0368                          SUPERSEDED SURVEY CONTROL
 GC0368
 GC0368  NGVD 29 (??/??/92)  168.814  (m)          553.85   (f) ADJ UNCH    2 0
 GC0368
 GC0368.Superseded values are not recommended for survey control.
 GC0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0368.See file dsdata.txt to determine how the superseded data were derived.
 GC0368
 GC0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF432063(NAD 83)
 GC0368_MARKER: DB = BENCH MARK DISK
 GC0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0368_STAMPING: H 85 1935
 GC0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0368+STABILITY: SURFACE MOTION
 GC0368
 GC0368  HISTORY     - Date     Condition        Report By
 GC0368  HISTORY     - 1935     MONUMENTED       CGS
 GC0368  HISTORY     - 1960     GOOD             NGS
 GC0368
 GC0368                          STATION DESCRIPTION
 GC0368
 GC0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0368'AT MOUNT JULIET.
 GC0368'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0368'ON A PAVED ROAD TO A RAILROAD CROSSING.  THE BENCH MARK IS 26 FT.
 GC0368'EAST OF THE CENTER OF THE PAVED ROAD, 12 FT. NORTH OF THE NORTH
 GC0368'RAIL, AND 1.5 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET
 GC0368'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH
 GC0368'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0435 ***********************************************************************
 GC0435  DESIGNATION -  H 87
 GC0435  PID         -  GC0435
 GC0435  STATE/COUNTY-  TN/ROBERTSON
 GC0435  USGS QUAD   -  GREENBRIER (1981)
 GC0435
 GC0435                         *CURRENT SURVEY CONTROL
 GC0435  ___________________________________________________________________
 GC0435* NAD 83(1986)-  36 25 02.     (N)    086 47 32.     (W)     SCALED    
 GC0435* NAVD 88     -       246.171  (meters)     807.65   (feet)  ADJUSTED  
 GC0435  ___________________________________________________________________
 GC0435  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0435  DYNAMIC HT  -         245.961 (meters)     806.96  (feet)  COMP
 GC0435  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 GC0435
 GC0435  VERT ORDER  -  SECOND    CLASS 0
 GC0435
 GC0435.The horizontal coordinates were scaled from a topographic map and have
 GC0435.an estimated accuracy of +/- 6 seconds.
 GC0435
 GC0435.The orthometric height was determined by differential leveling
 GC0435.and adjusted by the National Geodetic Survey in June 1991..
 GC0435
 GC0435.The geoid height was determined by GEOID03.
 GC0435
 GC0435.The dynamic height is computed by dividing the NAVD 88
 GC0435.geopotential number by the normal gravity value computed on the
 GC0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0435.degrees latitude (g = 980.6199 gals.).
 GC0435
 GC0435.The modeled gravity was interpolated from observed gravity values.
 GC0435
 GC0435;                    North         East    Units  Estimated Accuracy
 GC0435;SPC TN       -   231,500.      528,950.      MT  (+/- 180 meters Scaled)
 GC0435
 GC0435                          SUPERSEDED SURVEY CONTROL
 GC0435
 GC0435  NGVD 29 (??/??/92)  246.198  (m)          807.73   (f) ADJ UNCH    2 0
 GC0435
 GC0435.Superseded values are not recommended for survey control.
 GC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0435.See file dsdata.txt to determine how the superseded data were derived.
 GC0435
 GC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF186302(NAD 83)
 GC0435_MARKER: DB = BENCH MARK DISK
 GC0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0435_STAMPING: H 87 1935
 GC0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0435+STABILITY: SURFACE MOTION
 GC0435
 GC0435  HISTORY     - Date     Condition        Report By
 GC0435  HISTORY     - 1935     MONUMENTED       CGS
 GC0435
 GC0435                          STATION DESCRIPTION
 GC0435
 GC0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0435'1 MI SE FROM GREENBRIER.
 GC0435'1.0 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0435'FROM THE STATION AT GREENBRIER, ROBERTSON COUNTY, 40 YARDS
 GC0435'SOUTHEAST OF A ROAD CROSSING, 39 FEET EAST OF A CONCRETE WAITING
 GC0435'ROOM, 26 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TOP
 GC0435'OF THE RAIL.  A STANDARD DISK, STAMPED H 87 1935 AND SET IN
 GC0435'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0318 ***********************************************************************
 FF0318  DESIGNATION -  H 88
 FF0318  PID         -  FF0318
 FF0318  STATE/COUNTY-  TN/SHELBY
 FF0318  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0318
 FF0318                         *CURRENT SURVEY CONTROL
 FF0318  ___________________________________________________________________
 FF0318* NAD 83(1986)-  35 12 42.     (N)    090 02 27.     (W)     SCALED    
 FF0318* NAVD 88     -        80.746  (meters)     264.91   (feet)  ADJUSTED  
 FF0318  ___________________________________________________________________
 FF0318  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0318  DYNAMIC HT  -          80.673 (meters)     264.67  (feet)  COMP
 FF0318  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 FF0318
 FF0318  VERT ORDER  -  FIRST     CLASS II
 FF0318
 FF0318.The horizontal coordinates were scaled from a topographic map and have
 FF0318.an estimated accuracy of +/- 6 seconds.
 FF0318
 FF0318.The orthometric height was determined by differential leveling
 FF0318.and adjusted by the National Geodetic Survey in June 1991..
 FF0318
 FF0318.The geoid height was determined by GEOID03.
 FF0318
 FF0318.The dynamic height is computed by dividing the NAVD 88
 FF0318.geopotential number by the normal gravity value computed on the
 FF0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0318.degrees latitude (g = 980.6199 gals.).
 FF0318
 FF0318.The modeled gravity was interpolated from observed gravity values.
 FF0318
 FF0318;                    North         East    Units  Estimated Accuracy
 FF0318;SPC TN       -   105,050.      232,170.      MT  (+/- 180 meters Scaled)
 FF0318
 FF0318                          SUPERSEDED SURVEY CONTROL
 FF0318
 FF0318  NGVD 29 (??/??/??)   80.706  (m)          264.78   (f) ADJUSTED    1 2
 FF0318
 FF0318.Superseded values are not recommended for survey control.
 FF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0318.See file dsdata.txt to determine how the superseded data were derived.
 FF0318
 FF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV693005(NAD 83)
 FF0318_MARKER: DB = BENCH MARK DISK
 FF0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0318_STAMPING: H 88 1957
 FF0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0318+STABILITY: SURFACE MOTION
 FF0318
 FF0318  HISTORY     - Date     Condition        Report By
 FF0318  HISTORY     - 1957     MONUMENTED       CGS
 FF0318  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0318
 FF0318                          STATION DESCRIPTION
 FF0318
 FF0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0318'1 MI NW FROM FRAYSER.
 FF0318'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0318'ILLINOIS CENTRAL RAILROAD, THENCE 0.55 MILE WEST ALONG MARSH
 FF0318'ROAD, AT THE INTERSECTION OF MARSH ROAD AND BENJESTOWN ROAD, 20
 FF0318'FEET SOUTH OF THE CENTER LINE OF MARSH ROAD, 22 FEET EAST OF THE
 FF0318'CENTER LINE OF BENJESTOWN ROAD, 30 FEET SOUTHEAST OF THE
 FF0318'CENTER OF THE INTERSECTION OF THE TWO ROADS, 9 FEET NORTH OF
 FF0318'POWER LINE POLE NO. 34144, 1 1/2 FEET SOUTHWEST OF A CONCRETE
 FF0318'STREET MARKER POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 FF0318'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 FF0318'NOTE--MOST LIKELY DESTROYED IN WIDENING OF STREETS.  MARK WOULD
 FF0318'BE ABOUT WHERE NEW CURB IS.
 FF0318
 FF0318                          STATION RECOVERY (1974)
 FF0318
 FF0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1631 ***********************************************************************
 FE1631  DESIGNATION -  H 89
 FE1631  PID         -  FE1631
 FE1631  STATE/COUNTY-  TN/LAUDERDALE
 FE1631  USGS QUAD   -  GOLDDUST (1983)
 FE1631
 FE1631                         *CURRENT SURVEY CONTROL
 FE1631  ___________________________________________________________________
 FE1631* NAD 83(1986)-  35 37 43.     (N)    089 49 04.     (W)     SCALED    
 FE1631* NAVD 88     -        85.125  (meters)     279.28   (feet)  ADJUSTED  
 FE1631  ___________________________________________________________________
 FE1631  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1631  DYNAMIC HT  -          85.053 (meters)     279.04  (feet)  COMP
 FE1631  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 FE1631
 FE1631  VERT ORDER  -  FIRST     CLASS II
 FE1631
 FE1631.The horizontal coordinates were scaled from a topographic map and have
 FE1631.an estimated accuracy of +/- 6 seconds.
 FE1631
 FE1631.The orthometric height was determined by differential leveling
 FE1631.and adjusted by the National Geodetic Survey in June 1991..
 FE1631
 FE1631.The geoid height was determined by GEOID03.
 FE1631
 FE1631.The dynamic height is computed by dividing the NAVD 88
 FE1631.geopotential number by the normal gravity value computed on the
 FE1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1631.degrees latitude (g = 980.6199 gals.).
 FE1631
 FE1631.The modeled gravity was interpolated from observed gravity values.
 FE1631
 FE1631;                    North         East    Units  Estimated Accuracy
 FE1631;SPC TN       -   150,450.      254,270.      MT  (+/- 180 meters Scaled)
 FE1631
 FE1631                          SUPERSEDED SURVEY CONTROL
 FE1631
 FE1631  NGVD 29 (??/??/??)   85.091  (m)          279.17   (f) ADJUSTED    1 2
 FE1631
 FE1631.Superseded values are not recommended for survey control.
 FE1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1631.See file dsdata.txt to determine how the superseded data were derived.
 FE1631
 FE1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE448464(NAD 83)
 FE1631_MARKER: DB = BENCH MARK DISK
 FE1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1631_STAMPING: H 89 1957
 FE1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1631+STABILITY: SURFACE MOTION
 FE1631
 FE1631  HISTORY     - Date     Condition        Report By
 FE1631  HISTORY     - 1957     MONUMENTED       CGS
 FE1631  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1631
 FE1631                          STATION DESCRIPTION
 FE1631
 FE1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1631'4.2 MI NE FROM FULTON.
 FE1631'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 FE1631'AT FULTON, NEAR THE JUNCTION OF A GRADED ROAD LEADING NORTHWEST,
 FE1631'49 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 134 FEET
 FE1631'SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF
 FE1631'THE TRADING POST STORE, 78 FEET SOUTH-SOUTHWEST OF THE CENTER
 FE1631'OF THE JUNCTION OF THE HIGHWAY AND THE GRADED ROAD LEADING
 FE1631'NORTHWEST, 124 FEET WEST-NORTHWEST OF A WELL PUMP, 55 1/2 FEET
 FE1631'WEST OF THE WEST CORNER OF A WHITE FRAME HOUSE OWNED BY MR. WAIT
 FE1631'SIMPSON, 22 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST
 FE1631'OF A FENCE LINE, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 FE1631'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 FE1631'GROUND.
 FE1631
 FE1631                          STATION RECOVERY (1971)
 FE1631
 FE1631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0500 ***********************************************************************
 FD0500  DESIGNATION -  H 9
 FD0500  PID         -  FD0500
 FD0500  STATE/COUNTY-  TN/MAURY
 FD0500  USGS QUAD   -  CARTERS CREEK (1982)
 FD0500
 FD0500                         *CURRENT SURVEY CONTROL
 FD0500  ___________________________________________________________________
 FD0500* NAD 83(1986)-  35 42 53.     (N)    086 59 45.     (W)     SCALED    
 FD0500* NAVD 88     -       189.781  (meters)     622.64   (feet)  ADJUSTED  
 FD0500  ___________________________________________________________________
 FD0500  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD0500  DYNAMIC HT  -         189.613 (meters)     622.09  (feet)  COMP
 FD0500  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 FD0500
 FD0500  VERT ORDER  -  FIRST     CLASS II
 FD0500
 FD0500.The horizontal coordinates were scaled from a topographic map and have
 FD0500.an estimated accuracy of +/- 6 seconds.
 FD0500
 FD0500.The orthometric height was determined by differential leveling
 FD0500.and adjusted by the National Geodetic Survey in June 1991..
 FD0500
 FD0500.The geoid height was determined by GEOID03.
 FD0500
 FD0500.The dynamic height is computed by dividing the NAVD 88
 FD0500.geopotential number by the normal gravity value computed on the
 FD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0500.degrees latitude (g = 980.6199 gals.).
 FD0500
 FD0500.The modeled gravity was interpolated from observed gravity values.
 FD0500
 FD0500;                    North         East    Units  Estimated Accuracy
 FD0500;SPC TN       -   153,720.      509,900.      MT  (+/- 180 meters Scaled)
 FD0500
 FD0500                          SUPERSEDED SURVEY CONTROL
 FD0500
 FD0500  NGVD 29 (??/??/92)  189.759  (m)          622.57   (f) ADJ UNCH    1 2
 FD0500
 FD0500.Superseded values are not recommended for survey control.
 FD0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0500.See file dsdata.txt to determine how the superseded data were derived.
 FD0500
 FD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE003523(NAD 83)
 FD0500_MARKER: DB = BENCH MARK DISK
 FD0500_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0500_STAMPING: 622.787 H 9 1931
 FD0500_MARK LOGO: CGS   
 FD0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0500+STABILITY: SURFACE MOTION
 FD0500
 FD0500  HISTORY     - Date     Condition        Report By
 FD0500  HISTORY     - 1931     MONUMENTED       CGS
 FD0500  HISTORY     - 1984     GOOD             NGS
 FD0500
 FD0500                          STATION DESCRIPTION
 FD0500
 FD0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FD0500'4.5 MI SW FROM SPRING HILL.
 FD0500'4.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0500'FROM SPRING HILL, MAURY COUNTY, 25 RAILS SOUTH OF THE STATION
 FD0500'AT CARTERS CREEK, AT THE FIRST CULVERT SOUTH OF THE SOUTH WATER
 FD0500'TANK, IN THE TOP OF THE CAPSTONE, AND 20 FEET EAST OF THE EAST
 FD0500'RAIL.  A STANDARD DISK, STAMPED 622.787 H 9 1931.
 FD0500
 FD0500                          STATION RECOVERY (1984)
 FD0500
 FD0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0500'RECOVERED IN GOOD CONDITION.  NOTE, NOT LEVELED TO AT THIS TIME.  4
 FD0500'INCHES FROM THE SOUTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1415 ***********************************************************************
 FE1415  DESIGNATION -  H 90
 FE1415  PID         -  FE1415
 FE1415  STATE/COUNTY-  TN/SHELBY
 FE1415  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1415
 FE1415                         *CURRENT SURVEY CONTROL
 FE1415  ___________________________________________________________________
 FE1415* NAD 83(1986)-  35 14 44.     (N)    089 59 55.     (W)     SCALED    
 FE1415* NAVD 88     -        70.548  (meters)     231.46   (feet)  POSTED    
 FE1415  ___________________________________________________________________
 FE1415  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1415  DYNAMIC HT  -          70.480 (meters)     231.23  (feet)  COMP
 FE1415  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 FE1415
 FE1415  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FE1415
 FE1415.The horizontal coordinates were scaled from a topographic map and have
 FE1415.an estimated accuracy of +/- 6 seconds.
 FE1415
 FE1415.The orthometric height was determined by differential leveling
 FE1415.and adjusted by the National Geodetic Survey in 1992..
 FE1415.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FE1415.rate of 1.1 thru 2.0 mm/km.
 FE1415
 FE1415.The geoid height was determined by GEOID03.
 FE1415
 FE1415.The dynamic height is computed by dividing the NAVD 88
 FE1415.geopotential number by the normal gravity value computed on the
 FE1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1415.degrees latitude (g = 980.6199 gals.).
 FE1415
 FE1415.The modeled gravity was interpolated from observed gravity values.
 FE1415
 FE1415;                    North         East    Units  Estimated Accuracy
 FE1415;SPC TN       -   108,650.      236,170.      MT  (+/- 180 meters Scaled)
 FE1415
 FE1415                          SUPERSEDED SURVEY CONTROL
 FE1415
 FE1415  NGVD 29 (??/??/??)   70.521  (m)          231.37   (f) ADJUSTED    2 0
 FE1415
 FE1415.Superseded values are not recommended for survey control.
 FE1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1415.See file dsdata.txt to determine how the superseded data were derived.
 FE1415
 FE1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE271043(NAD 83)
 FE1415_MARKER: DB = BENCH MARK DISK
 FE1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1415_SP_SET: BRIDGE
 FE1415_STAMPING: H 90 1957
 FE1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1415
 FE1415  HISTORY     - Date     Condition        Report By
 FE1415  HISTORY     - 1957     MONUMENTED       CGS
 FE1415  HISTORY     - 19941202 POOR             TN1620
 FE1415
 FE1415                          STATION DESCRIPTION
 FE1415
 FE1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1415'2.4 MI SW FROM WOODSTOCK.
 FE1415'ABOUT 2.4 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1415'FROM THE STATION AT WOODSTOCK, ON TOP OF THE NORTHWEST END OF THE
 FE1415'BRIDGE SEAT OF THE SOUTHWEST CONCRETE ABUTMENT OF A 27 FEET
 FE1415'LONG CONCRETE BRIDGE UNDER THE TRACK, 6 1/4 FEET NORTHWEST OF THE
 FE1415'NORTHWEST RAIL, 162 FEET SOUTHWEST OF MILEPOST NO. 383, ABOUT
 FE1415'3 1/2 TELEPHONE POLES SOUTHWEST OF THE CROSSING OF THE OLD
 FE1415'MILLINGTON ROAD, 3/4 FEET SOUTH OF THE NORTH CORNER OF THE
 FE1415'BRIDGE SEAT AND 4 FEET BELOW THE TRACK.  NOTE-- ABOUT 3.45 MILES
 FE1415'NORTHEAST OF THE OVERPASS OF U.S. HIGHWAY 51 AT FRAYSER.
 FE1415
 FE1415                          STATION RECOVERY (1994)
 FE1415
 FE1415'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1415'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1333 ***********************************************************************
 FE1333  DESIGNATION -  H 91
 FE1333  PID         -  FE1333
 FE1333  STATE/COUNTY-  TN/TIPTON
 FE1333  USGS QUAD   -  DRUMMONDS (1983)
 FE1333
 FE1333                         *CURRENT SURVEY CONTROL
 FE1333  ___________________________________________________________________
 FE1333* NAD 83(1986)-  35 26 50.     (N)    089 57 44.     (W)     SCALED    
 FE1333* NAVD 88     -        76.540  (meters)     251.12   (feet)  ADJUSTED  
 FE1333  ___________________________________________________________________
 FE1333  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1333  DYNAMIC HT  -          76.472 (meters)     250.89  (feet)  COMP
 FE1333  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 FE1333
 FE1333  VERT ORDER  -  FIRST     CLASS II
 FE1333
 FE1333.The horizontal coordinates were scaled from a topographic map and have
 FE1333.an estimated accuracy of +/- 6 seconds.
 FE1333
 FE1333.The orthometric height was determined by differential leveling
 FE1333.and adjusted by the National Geodetic Survey in June 1991..
 FE1333
 FE1333.The geoid height was determined by GEOID03.
 FE1333
 FE1333.The dynamic height is computed by dividing the NAVD 88
 FE1333.geopotential number by the normal gravity value computed on the
 FE1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1333.degrees latitude (g = 980.6199 gals.).
 FE1333
 FE1333.The modeled gravity was interpolated from observed gravity values.
 FE1333
 FE1333;                    North         East    Units  Estimated Accuracy
 FE1333;SPC TN       -   130,870.      240,380.      MT  (+/- 180 meters Scaled)
 FE1333
 FE1333                          SUPERSEDED SURVEY CONTROL
 FE1333
 FE1333  NGVD 29 (??/??/??)   76.508  (m)          251.01   (f) ADJUSTED    1 2
 FE1333
 FE1333.Superseded values are not recommended for survey control.
 FE1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1333.See file dsdata.txt to determine how the superseded data were derived.
 FE1333
 FE1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE311266(NAD 83)
 FE1333_MARKER: DB = BENCH MARK DISK
 FE1333_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1333_SP_SET: 80 FEET
 FE1333_STAMPING: H 91 1957
 FE1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1333
 FE1333  HISTORY     - Date     Condition        Report By
 FE1333  HISTORY     - 1957     MONUMENTED       CGS
 FE1333  HISTORY     - 20020412 POOR             USACE
 FE1333
 FE1333                          STATION DESCRIPTION
 FE1333
 FE1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1333'2.5 MI NW FROM DIXONVILLE.
 FE1333'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1333'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1333'GRAVEL ROAD, 94 YARDS NORTH OF THE CENTER LINE OF THE ROAD, 80 1/2
 FE1333'FEET NORTH-NORTHWEST OF A WELL PUMP, ABOUT 80 YARDS
 FE1333'NORTH-NORTHEAST OF A STEEL BRIDGE OVER BEAR CREEK AND BENCH
 FE1333'MARK M 90, 31 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE
 FE1333'COVERED WITH RED TAR PAPER, 33 FEET WEST-SOUTHWEST OF NORTHWEST
 FE1333'CORNER OF THE WEST PORTION OF THE ABOVE HOUSE, 9 FEET
 FE1333'WEST-SOUTHWEST OF A POWER LINE POLE, 18 FEET SOUTHEAST OF A
 FE1333'TELEPHONE POLE, 173 FEET NORTH-NORTHWEST OF THE NORTHWEST
 FE1333'CORNER OF A WOODEN BRIDGE OVER BEAR CREEK, 2 FEET ABOVE THE
 FE1333'LEVEE ALONG THE NORTH BANK OF BEAR CREEK, A DISK ON TOP OF A
 FE1333'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY
 FE1333'A 4 INCH TILE FLUSH WITH THE GROUND.  ROD WAS DRIVEN TO A DEPTH
 FE1333'OF 80 FEET.
 FE1333
 FE1333                          STATION RECOVERY (2002)
 FE1333
 FE1333'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1333'FOUND ROD AND STEM OF MARK. CAP HAS BEEN SHEARED OFF AND ROD LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1562 ***********************************************************************
 FE1562  DESIGNATION -  H 92
 FE1562  PID         -  FE1562
 FE1562  STATE/COUNTY-  TN/LAUDERDALE
 FE1562  USGS QUAD   -  OPEN LAKE (1983)
 FE1562
 FE1562                         *CURRENT SURVEY CONTROL
 FE1562  ___________________________________________________________________
 FE1562* NAD 83(1986)-  35 51 10.     (N)    089 42 32.     (W)     SCALED    
 FE1562* NAVD 88     -        78.006  (meters)     255.92   (feet)  ADJUSTED  
 FE1562  ___________________________________________________________________
 FE1562  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE1562  DYNAMIC HT  -          77.940 (meters)     255.71  (feet)  COMP
 FE1562  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 FE1562
 FE1562  VERT ORDER  -  FIRST     CLASS II
 FE1562
 FE1562.The horizontal coordinates were scaled from a topographic map and have
 FE1562.an estimated accuracy of +/- 6 seconds.
 FE1562
 FE1562.The orthometric height was determined by differential leveling
 FE1562.and adjusted by the National Geodetic Survey in June 1991..
 FE1562
 FE1562.The geoid height was determined by GEOID03.
 FE1562
 FE1562.The dynamic height is computed by dividing the NAVD 88
 FE1562.geopotential number by the normal gravity value computed on the
 FE1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1562.degrees latitude (g = 980.6199 gals.).
 FE1562
 FE1562.The modeled gravity was interpolated from observed gravity values.
 FE1562
 FE1562;                    North         East    Units  Estimated Accuracy
 FE1562;SPC TN       -   174,930.      265,070.      MT  (+/- 180 meters Scaled)
 FE1562
 FE1562                          SUPERSEDED SURVEY CONTROL
 FE1562
 FE1562  NGVD 29 (??/??/??)   77.959  (m)          255.77   (f) ADJUSTED    1 2
 FE1562
 FE1562.Superseded values are not recommended for survey control.
 FE1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1562.See file dsdata.txt to determine how the superseded data were derived.
 FE1562
 FE1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE553710(NAD 83)
 FE1562_MARKER: DB = BENCH MARK DISK
 FE1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1562_STAMPING: H 92 1957
 FE1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1562+STABILITY: SURFACE MOTION
 FE1562
 FE1562  HISTORY     - Date     Condition        Report By
 FE1562  HISTORY     - 1957     MONUMENTED       CGS
 FE1562  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1562
 FE1562                          STATION DESCRIPTION
 FE1562
 FE1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1562'3.4 MI SE FROM BARR.
 FE1562'3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ARP FROM THE
 FE1562'STORE AND POST OFFICE AT ARP, 0.15 MILE SOUTH OF A SMALL STREAM
 FE1562'WHICH DRAINS INTO THE MISSISSIPPI RIVER FROM WADLOW POSCKET, AT
 FE1562'THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 107 FEET
 FE1562'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 115 FEET NORTH
 FE1562'OF THE CENTER OF THE JUNCTION OF THE TWO ROADS, 86 FEET
 FE1562'NORTH-NORTHWEST AND ACROSS THE ROAD NORTH FROM A BLAZED
 FE1562'18 INCH TREE, 37 FEET SOUTH OF A 30 INCH PECAN TREE, 26 FEET WEST
 FE1562'OF THE CENTER LINE OF THE ROAD NORTH, 12 FEET NORTHEAST OF A
 FE1562'BLAZED 24 INCH TREE, ABOUT 165 FEET NORTH OF THE LEFT BANK OF THE
 FE1562'MISSISSIPPI RIVER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FE1562'ABOUT LEVEL WITH THE ROAD LEADING NORTH AND SET IN THE TOP OF A
 FE1562'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1562
 FE1562                          STATION RECOVERY (2002)
 FE1562
 FE1562'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1562'SUSPECTED DESTROYED DUE TO DITCH WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1320 ***********************************************************************
 FE1320  DESIGNATION -  H 93
 FE1320  PID         -  FE1320
 FE1320  STATE/COUNTY-  TN/TIPTON
 FE1320  USGS QUAD   -  MUNFORD (1983)
 FE1320
 FE1320                         *CURRENT SURVEY CONTROL
 FE1320  ___________________________________________________________________
 FE1320* NAD 83(1986)-  35 27 07.     (N)    089 52 05.     (W)     SCALED    
 FE1320* NAVD 88     -       134.315  (meters)     440.67   (feet)  ADJUSTED  
 FE1320  ___________________________________________________________________
 FE1320  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE1320  DYNAMIC HT  -         134.197 (meters)     440.28  (feet)  COMP
 FE1320  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 FE1320
 FE1320  VERT ORDER  -  FIRST     CLASS I
 FE1320
 FE1320.The horizontal coordinates were scaled from a topographic map and have
 FE1320.an estimated accuracy of +/- 6 seconds.
 FE1320
 FE1320.The orthometric height was determined by differential leveling
 FE1320.and adjusted by the National Geodetic Survey in June 1991..
 FE1320
 FE1320.The geoid height was determined by GEOID03.
 FE1320
 FE1320.The dynamic height is computed by dividing the NAVD 88
 FE1320.geopotential number by the normal gravity value computed on the
 FE1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1320.degrees latitude (g = 980.6199 gals.).
 FE1320
 FE1320.The modeled gravity was interpolated from observed gravity values.
 FE1320
 FE1320;                    North         East    Units  Estimated Accuracy
 FE1320;SPC TN       -   131,050.      248,950.      MT  (+/- 180 meters Scaled)
 FE1320
 FE1320                          SUPERSEDED SURVEY CONTROL
 FE1320
 FE1320  NGVD 29 (??/??/??)  134.290  (m)          440.58   (f) ADJUSTED    1 1
 FE1320
 FE1320.Superseded values are not recommended for survey control.
 FE1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1320.See file dsdata.txt to determine how the superseded data were derived.
 FE1320
 FE1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE396269(NAD 83)
 FE1320_MARKER: DB = BENCH MARK DISK
 FE1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1320_STAMPING: H 93 1957
 FE1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1320+STABILITY: SURFACE MOTION
 FE1320
 FE1320  HISTORY     - Date     Condition        Report By
 FE1320  HISTORY     - 1957     MONUMENTED       CGS
 FE1320  HISTORY     - 1974     GOOD             NGS
 FE1320  HISTORY     - 20021003 POOR             USACE
 FE1320
 FE1320                          STATION DESCRIPTION
 FE1320
 FE1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1320'3.1 MI W FROM MUNFORD.
 FE1320'ABOUT 3.1 MILES WEST ALONG AN ASPHALT ROAD FROM THE
 FE1320'MUNFORD-PRESBYTERIAN CHURCH AT MUNFORD, 0.2 MILE EAST OF THE
 FE1320'CAMPGROUND METHODIST CHURCH, 0.1 MILE EAST OF THE JUNCTION WITH
 FE1320'AN ASPHALT ROAD LEADING NORTH, 50 FEET NORTH OF AND ACROSS THE
 FE1320'ROAD FROM A TELEPHONE POLE, 215 FEET EAST OF A POWER LINE POLE
 FE1320'WITH A BRANCH LINE NORTH, 1 FOOT NORTHWEST OF A METAL WITNESS
 FE1320'POST, 1 1/2 FEET ABOVE ROAD AND IN THE TOP OF A CONCRETE POST
 FE1320'PROJECTING 3-INCHES.
 FE1320
 FE1320                          STATION RECOVERY (2002)
 FE1320
 FE1320'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1320'MARK HAS BEEN HIT BY HEAVY EQUIPMENT AND IS NO LONGER USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0898 ***********************************************************************
 GD0898  DESIGNATION -  H 95
 GD0898  PID         -  GD0898
 GD0898  STATE/COUNTY-  TN/DYER
 GD0898  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0898
 GD0898                         *CURRENT SURVEY CONTROL
 GD0898  ___________________________________________________________________
 GD0898* NAD 83(1986)-  36 01 04.     (N)    089 41 02.     (W)     SCALED    
 GD0898* NAVD 88     -        80.231  (meters)     263.22   (feet)  ADJUSTED  
 GD0898  ___________________________________________________________________
 GD0898  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0898  DYNAMIC HT  -          80.164 (meters)     263.00  (feet)  COMP
 GD0898  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 GD0898
 GD0898  VERT ORDER  -  FIRST     CLASS II
 GD0898
 GD0898.The horizontal coordinates were scaled from a topographic map and have
 GD0898.an estimated accuracy of +/- 6 seconds.
 GD0898
 GD0898.The orthometric height was determined by differential leveling
 GD0898.and adjusted by the National Geodetic Survey in June 1991..
 GD0898
 GD0898.The geoid height was determined by GEOID03.
 GD0898
 GD0898.The dynamic height is computed by dividing the NAVD 88
 GD0898.geopotential number by the normal gravity value computed on the
 GD0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0898.degrees latitude (g = 980.6199 gals.).
 GD0898
 GD0898.The modeled gravity was interpolated from observed gravity values.
 GD0898
 GD0898;                    North         East    Units  Estimated Accuracy
 GD0898;SPC TN       -   193,140.      268,020.      MT  (+/- 180 meters Scaled)
 GD0898
 GD0898                          SUPERSEDED SURVEY CONTROL
 GD0898
 GD0898  NGVD 29 (??/??/??)   80.171  (m)          263.03   (f) ADJUSTED    1 2
 GD0898
 GD0898.Superseded values are not recommended for survey control.
 GD0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0898.See file dsdata.txt to determine how the superseded data were derived.
 GD0898
 GD0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE581892(NAD 83)
 GD0898_MARKER: DB = BENCH MARK DISK
 GD0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0898_STAMPING: H 95 1957
 GD0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0898+STABILITY: SURFACE MOTION
 GD0898
 GD0898  HISTORY     - Date     Condition        Report By
 GD0898  HISTORY     - 1957     MONUMENTED       CGS
 GD0898  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0898
 GD0898                          STATION DESCRIPTION
 GD0898
 GD0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0898'1 MI N FROM MIDWAY.
 GD0898'ABOUT 1.05 MILES NORTH ALONG A GRAVEL ROAD FROM THE ROAD
 GD0898'JUNCTION AND BAPTIST CHURCH AT MIDWAY, ABOUT 0.5 MILE NORTH OF A
 GD0898'RIGHT ANGLE TURN IN ROAD WITH TANGENTS EXTENDING NORTH AND WEST,
 GD0898'66 FEET EAST OF CENTER LINE OF ROAD, 32 FEET NORTH-NORTHEAST OF
 GD0898'THE NORTH ONE OF THREE 30-INCH PECAN TREES, 36 FEET WEST-NORTHWEST
 GD0898'OF NORTHWEST CORNER OF FERRELL GAY RESIDENCE, 4 FEET WEST OF A WELL
 GD0898'WITH PUMP, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 GD0898'POST FLUSH WITH GROUND.
 GD0898
 GD0898                          STATION RECOVERY (2002)
 GD0898
 GD0898'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0898'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0874 ***********************************************************************
 GD0874  DESIGNATION -  H 96
 GD0874  PID         -  GD0874
 GD0874  STATE/COUNTY-  TN/DYER
 GD0874  USGS QUAD   -  TENNEMO (1983)
 GD0874
 GD0874                         *CURRENT SURVEY CONTROL
 GD0874  ___________________________________________________________________
 GD0874* NAD 83(1986)-  36 07 49.     (N)    089 34 27.     (W)     SCALED    
 GD0874* NAVD 88     -        81.904  (meters)     268.71   (feet)  ADJUSTED  
 GD0874  ___________________________________________________________________
 GD0874  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0874  DYNAMIC HT  -          81.836 (meters)     268.49  (feet)  COMP
 GD0874  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GD0874
 GD0874  VERT ORDER  -  FIRST     CLASS II
 GD0874
 GD0874.The horizontal coordinates were scaled from a topographic map and have
 GD0874.an estimated accuracy of +/- 6 seconds.
 GD0874
 GD0874.The orthometric height was determined by differential leveling
 GD0874.and adjusted by the National Geodetic Survey in June 1991..
 GD0874
 GD0874.The geoid height was determined by GEOID03.
 GD0874
 GD0874.The dynamic height is computed by dividing the NAVD 88
 GD0874.geopotential number by the normal gravity value computed on the
 GD0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0874.degrees latitude (g = 980.6199 gals.).
 GD0874
 GD0874.The modeled gravity was interpolated from observed gravity values.
 GD0874
 GD0874;                    North         East    Units  Estimated Accuracy
 GD0874;SPC TN       -   205,240.      278,360.      MT  (+/- 180 meters Scaled)
 GD0874
 GD0874                          SUPERSEDED SURVEY CONTROL
 GD0874
 GD0874  NGVD 29 (??/??/??)   81.833  (m)          268.48   (f) ADJUSTED    1 2
 GD0874
 GD0874.Superseded values are not recommended for survey control.
 GD0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0874.See file dsdata.txt to determine how the superseded data were derived.
 GD0874
 GD0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF683014(NAD 83)
 GD0874_MARKER: DB = BENCH MARK DISK
 GD0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0874_STAMPING: H 96 1957
 GD0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0874+STABILITY: SURFACE MOTION
 GD0874
 GD0874  HISTORY     - Date     Condition        Report By
 GD0874  HISTORY     - 1957     MONUMENTED       CGS
 GD0874  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GD0874
 GD0874                          STATION DESCRIPTION
 GD0874
 GD0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0874'2.2 MI S FROM TENNEMO.
 GD0874'ABOUT 2.15 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING THE TOP
 GD0874'OF LEVEE FROM THE JUNCTION OF STATE HIGHWAY 103 AT TENNEMO,
 GD0874'AT THE JUNCTION OF LEVEE ROAD AND A GRAVEL ROAD LEADING WEST AND
 GD0874'NORTHWEST TO A FARM HOUSE, 94 FEET WEST OF CENTER LINE OF LEVEE
 GD0874'ROAD, 16 FEET SOUTHWEST OF CENTER LINE OF ROAD TO FARM HOUSE,
 GD0874'62 FEET SOUTHWEST OF SOUTHWEST CORNER OF A SMALL FRAME BUILDING,
 GD0874'3 1/2 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A NORTH-SOUTH
 GD0874'FENCE LINE, 67 FEET EAST-SOUTHEAST OF THE EAST ONE OF A GROUP
 GD0874'OF 20-INCH PECAN TREES, 2 FEET NORTH OF A CONCRETE WITNESS
 GD0874'POST, ABOUT 8 FEET BELOW LEVEL OF LEVEE ROAD AND SET IN THE
 GD0874'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GD0874
 GD0874                          STATION RECOVERY (2002)
 GD0874
 GD0874'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0937 ***********************************************************************
 GA0937  DESIGNATION -  H 97
 GA0937  PID         -  GA0937
 GA0937  STATE/COUNTY-  TN/WASHINGTON
 GA0937  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0937
 GA0937                         *CURRENT SURVEY CONTROL
 GA0937  ___________________________________________________________________
 GA0937* NAD 83(1986)-  36 24 13.     (N)    082 37 05.     (W)     SCALED    
 GA0937* NAVD 88     -       494.265  (meters)    1621.60   (feet)  ADJUSTED  
 GA0937  ___________________________________________________________________
 GA0937  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0937  DYNAMIC HT  -         493.802 (meters)    1620.08  (feet)  COMP
 GA0937  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 GA0937
 GA0937  VERT ORDER  -  SECOND    CLASS 0
 GA0937
 GA0937.The horizontal coordinates were scaled from a topographic map and have
 GA0937.an estimated accuracy of +/- 6 seconds.
 GA0937
 GA0937.The orthometric height was determined by differential leveling
 GA0937.and adjusted by the National Geodetic Survey in June 1991..
 GA0937
 GA0937.The geoid height was determined by GEOID03.
 GA0937
 GA0937.The dynamic height is computed by dividing the NAVD 88
 GA0937.geopotential number by the normal gravity value computed on the
 GA0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0937.degrees latitude (g = 980.6199 gals.).
 GA0937
 GA0937.The modeled gravity was interpolated from observed gravity values.
 GA0937
 GA0937;                    North         East    Units  Estimated Accuracy
 GA0937;SPC TN       -   234,940.      903,310.      MT  (+/- 180 meters Scaled)
 GA0937
 GA0937                          SUPERSEDED SURVEY CONTROL
 GA0937
 GA0937  NGVD 29 (??/??/92)  494.400  (m)         1622.04   (f) ADJ UNCH    2 0
 GA0937
 GA0937.Superseded values are not recommended for survey control.
 GA0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0937.See file dsdata.txt to determine how the superseded data were derived.
 GA0937
 GA0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA549299(NAD 83)
 GA0937_MARKER: DB = BENCH MARK DISK
 GA0937_SETTING: 66 = SET IN ROCK OUTCROP
 GA0937_SP_SET: ROCK OUTCROP
 GA0937_STAMPING: H 97 1935
 GA0937_MARK LOGO: CGS   
 GA0937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0937+STABILITY: POSITION/ELEVATION WELL
 GA0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0937+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1987
 GA0937
 GA0937  HISTORY     - Date     Condition        Report By
 GA0937  HISTORY     - 1935     MONUMENTED       CGS
 GA0937  HISTORY     - 1961     GOOD             NGS
 GA0937  HISTORY     - 19870529 GOOD             TNDT
 GA0937  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0937
 GA0937                          STATION DESCRIPTION
 GA0937
 GA0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0937'0.5 MI S FROM FALL BRANCH.
 GA0937'AT FALL BRANCH, WASHINGTON COUNTY, ON STATE HIGHWAY 81, 100 YARDS
 GA0937'SOUTH OF A COUNTY ROAD, 40 YARDS NORTH OF A BARN, 57 FEET EAST
 GA0937'OF THE CENTERLINE OF THE HIGHWAY, 30 YARDS WEST OF A WATER TROUGH,
 GA0937'21 FEET EAST OF A WIRE FENCE, IN THE TOP OF A ROCK OUTCROP, AND
 GA0937'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 97 1935.
 GA0937
 GA0937                          STATION RECOVERY (1987)
 GA0937
 GA0937'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GA0937'RECOVERED IN GOOD CONDITION.
 GA0937
 GA0937                          STATION RECOVERY (2001)
 GA0937
 GA0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0937'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0810 ***********************************************************************
 GA0810  DESIGNATION -  H 98
 GA0810  PID         -  GA0810
 GA0810  STATE/COUNTY-  TN/GREENE
 GA0810  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0810
 GA0810                         *CURRENT SURVEY CONTROL
 GA0810  ___________________________________________________________________
 GA0810* NAD 83(1986)-  36 21 56.     (N)    082 38 23.     (W)     SCALED    
 GA0810* NAVD 88     -       526.117  (meters)    1726.10   (feet)  ADJUSTED  
 GA0810  ___________________________________________________________________
 GA0810  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0810  DYNAMIC HT  -         525.621 (meters)    1724.47  (feet)  COMP
 GA0810  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 GA0810
 GA0810  VERT ORDER  -  SECOND    CLASS 0
 GA0810
 GA0810.The horizontal coordinates were scaled from a topographic map and have
 GA0810.an estimated accuracy of +/- 6 seconds.
 GA0810
 GA0810.The orthometric height was determined by differential leveling
 GA0810.and adjusted by the National Geodetic Survey in June 1991..
 GA0810
 GA0810.The geoid height was determined by GEOID03.
 GA0810
 GA0810.The dynamic height is computed by dividing the NAVD 88
 GA0810.geopotential number by the normal gravity value computed on the
 GA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0810.degrees latitude (g = 980.6199 gals.).
 GA0810
 GA0810.The modeled gravity was interpolated from observed gravity values.
 GA0810
 GA0810;                    North         East    Units  Estimated Accuracy
 GA0810;SPC TN       -   230,650.      901,510.      MT  (+/- 180 meters Scaled)
 GA0810
 GA0810                          SUPERSEDED SURVEY CONTROL
 GA0810
 GA0810  NGVD 29 (??/??/92)  526.256  (m)         1726.56   (f) ADJ UNCH    2 0
 GA0810
 GA0810.Superseded values are not recommended for survey control.
 GA0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0810.See file dsdata.txt to determine how the superseded data were derived.
 GA0810
 GA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA528257(NAD 83)
 GA0810_MARKER: DB = BENCH MARK DISK
 GA0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0810_STAMPING: H 98 1935
 GA0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0810+STABILITY: SURFACE MOTION
 GA0810
 GA0810  HISTORY     - Date     Condition        Report By
 GA0810  HISTORY     - 1935     MONUMENTED       CGS
 GA0810
 GA0810                          STATION DESCRIPTION
 GA0810
 GA0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0810'4.9 MI SW FROM FALL BRANCH.
 GA0810'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81 FROM
 GA0810'FALL BRANCH, WASHINGTON COUNTY, THENCE 1.7 MILES SOUTHWEST ALONG
 GA0810'STATE HIGHWAY 93, AT THE J.E. BRADLEY RESIDENCE AND STORE, 40 YARDS
 GA0810'SOUTHEAST OF THE HOUSE, 27 YARDS NORTH OF THE NORTHEAST CORNER
 GA0810'OF THE STORE, 10 YARDS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GA0810'9 YARDS NORTHEAST OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT SOUTHEAST
 GA0810'OF A FENCE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 GA0810'DISK, STAMPED H 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0874 ***********************************************************************
 GA0874  DESIGNATION -  H 99
 GA0874  PID         -  GA0874
 GA0874  STATE/COUNTY-  TN/GREENE
 GA0874  USGS QUAD   -  MOSHEIM (1971)
 GA0874
 GA0874                         *CURRENT SURVEY CONTROL
 GA0874  ___________________________________________________________________
 GA0874* NAD 83(1986)-  36 14 46.     (N)    082 55 36.     (W)     SCALED    
 GA0874* NAVD 88     -       342.918  (meters)    1125.06   (feet)  ADJUSTED  
 GA0874  ___________________________________________________________________
 GA0874  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0874  DYNAMIC HT  -         342.599 (meters)    1124.01  (feet)  COMP
 GA0874  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 GA0874
 GA0874  VERT ORDER  -  SECOND    CLASS 0
 GA0874
 GA0874.The horizontal coordinates were scaled from a topographic map and have
 GA0874.an estimated accuracy of +/- 6 seconds.
 GA0874
 GA0874.The orthometric height was determined by differential leveling
 GA0874.and adjusted by the National Geodetic Survey in June 1991..
 GA0874
 GA0874.The geoid height was determined by GEOID03.
 GA0874
 GA0874.The dynamic height is computed by dividing the NAVD 88
 GA0874.geopotential number by the normal gravity value computed on the
 GA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0874.degrees latitude (g = 980.6199 gals.).
 GA0874
 GA0874.The modeled gravity was interpolated from observed gravity values.
 GA0874
 GA0874;                    North         East    Units  Estimated Accuracy
 GA0874;SPC TN       -   216,560.      876,190.      MT  (+/- 180 meters Scaled)
 GA0874
 GA0874                          SUPERSEDED SURVEY CONTROL
 GA0874
 GA0874  NGVD 29 (??/??/92)  343.062  (m)         1125.53   (f) ADJ UNCH    2 0
 GA0874
 GA0874.Superseded values are not recommended for survey control.
 GA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0874.See file dsdata.txt to determine how the superseded data were derived.
 GA0874
 GA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA268129(NAD 83)
 GA0874_MARKER: DB = BENCH MARK DISK
 GA0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0874_STAMPING: H 99 1935
 GA0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0874+STABILITY: SURFACE MOTION
 GA0874
 GA0874  HISTORY     - Date     Condition        Report By
 GA0874  HISTORY     - 1935     MONUMENTED       CGS
 GA0874  HISTORY     - 1950     GOOD             TVA
 GA0874
 GA0874                          STATION DESCRIPTION
 GA0874
 GA0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0874'1.1 MI W FROM ALBANY.
 GA0874'1.1 MILES WEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0874'AT ALBANY, GREENE COUNTY, AT THE MOE OLIVER RESIDENCE, 43 FEET
 GA0874'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 32 FEET NORTH
 GA0874'OF THE CENTERLINE OF THE HIGHWAY, 2-1/2 FEET SOUTHEAST OF
 GA0874'A SOUTHEAST FENCE CORNER, 6 FEET HIGHER THAN THE HIGHWAY, 7
 GA0874'FEET SOUTH AT THE CORNER OF JOE OLIVERS FRONT YARD AND 25.8
 GA0874'FEET NORTHWEST OF SOUTHWEST CORNER OF GARAGE.  A STANDARD DISK,
 GA0874'STAMPED H 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0874
 GA0874                          STATION RECOVERY (1950)
 GA0874
 GA0874'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2488 ***********************************************************************
 FE2488  DESIGNATION -  H B DURYEA TRACT TANK
 FE2488  PID         -  FE2488
 FE2488  STATE/COUNTY-  TN/HARDEMAN
 FE2488  USGS QUAD   -  HICKORY VALLEY (1980)
 FE2488
 FE2488                         *CURRENT SURVEY CONTROL
 FE2488  ___________________________________________________________________
 FE2488* NAD 83(1995)-  35 08 46.63433(N)    089 08 02.82034(W)     ADJUSTED  
 FE2488* NAVD 88     -                                                        
 FE2488  ___________________________________________________________________
 FE2488  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FE2488  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE2488
 FE2488  HORZ ORDER  -  THIRD
 FE2488
 FE2488.The horizontal coordinates were established by classical geodetic methods
 FE2488.and adjusted by the National Geodetic Survey in April 1999..
 FE2488
 FE2488
 FE2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2488
 FE2488.The geoid height was determined by GEOID03.
 FE2488
 FE2488;                    North         East     Units Scale Factor Converg.
 FE2488;SPC TN       -    94,770.792   314,445.466   MT  1.00001992   -1 50 05.4
 FE2488;SPC TN       -   310,927.17  1,031,643.17   sFT  1.00001992   -1 50 05.4
 FE2488;UTM  16      - 3,891,350.807   305,590.248   MT  1.00006581   -1 13 44.1
 FE2488
 FE2488                          SUPERSEDED SURVEY CONTROL
 FE2488
 FE2488  NAD 83(1995)-  35 08 46.63654(N)    089 08 02.82037(W) AD(       ) 4
 FE2488  NAD 83(1995)-  35 08 46.64146(N)    089 08 02.82041(W) AD(       ) 4
 FE2488  NAD 83(1986)-  35 08 46.64626(N)    089 08 02.82042(W) AD(       ) 4
 FE2488  NAD 27      -  35 08 46.34000(N)    089 08 02.59000(W) AD(       ) 3
 FE2488
 FE2488.Superseded values are not recommended for survey control.
 FE2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2488.See file dsdata.txt to determine how the superseded data were derived.
 FE2488
 FE2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0559091351(NAD 83)
 FE2488_MARKER: 51 = TANK
 FE2488
 FE2488  HISTORY     - Date     Condition        Report By
 FE2488  HISTORY     - 1914     FIRST OBSERVED   CGS
 FE2488  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 FE2488
 FE2488                          STATION DESCRIPTION
 FE2488
 FE2488'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2576 ***********************************************************************
 GB2576  DESIGNATION -  HACKLE
 GB2576  PID         -  GB2576
 GB2576  STATE/COUNTY-  TN/CAMPBELL
 GB2576  USGS QUAD   -  PIONEER (1979)
 GB2576
 GB2576                         *CURRENT SURVEY CONTROL
 GB2576  ___________________________________________________________________
 GB2576* NAD 83(1995)-  36 25 40.26409(N)    084 18 08.25513(W)     ADJUSTED  
 GB2576* NAVD 88     -       719.6    (meters)    2361.     (feet)  VERTCON   
 GB2576  ___________________________________________________________________
 GB2576  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GB2576  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB2576
 GB2576  HORZ ORDER  -  SECOND
 GB2576
 GB2576.The horizontal coordinates were established by classical geodetic methods
 GB2576.and adjusted by the National Geodetic Survey in April 1999..
 GB2576
 GB2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2576
 GB2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2576
 GB2576.The geoid height was determined by GEOID03.
 GB2576
 GB2576;                    North         East     Units Scale Factor Converg.
 GB2576;SPC TN       -   233,710.199   752,233.089   MT  1.00000200   +0 59 38.1
 GB2576;SPC TN       -   766,764.21  2,467,951.39   sFT  1.00000200   +0 59 38.1
 GB2576;SPC KY1Z     - 1,011,497.982 1,629,845.387   MT  1.00022118   +0 53 19.8
 GB2576;SPC KY1Z     - 3,318,556.30  5,347,251.07   sFT  1.00022118   +0 53 19.8
 GB2576;SPC KY S     -   511,483.859   629,825.820   MT  1.00006947   +0 52 40.7
 GB2576;SPC KY S     - 1,678,093.29  2,066,353.54   sFT  1.00006947   +0 52 40.7
 GB2576;UTM  16      - 4,034,787.392   741,844.371   MT  1.00032068   +1 36 09.7
 GB2576
 GB2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2576!SPC TN       -   0.99989169  x   1.00000200  =   0.99989369
 GB2576!SPC KY1Z     -   0.99989169  x   1.00022118  =   1.00011284
 GB2576!SPC KY S     -   0.99989169  x   1.00006947  =   0.99996115
 GB2576!UTM  16      -   0.99989169  x   1.00032068  =   1.00021233
 GB2576
 GB2576|---------------------------------------------------------------------|
 GB2576| PID    Reference Object                     Distance      Geod. Az  |
 GB2576|                                                           dddmmss.s |
 GB2576| DB9891 HACKLE RM 1                          17.138 METERS 14043     |
 GB2576| DB9892 HACKLE RM 2                          19.302 METERS 24538     |
 GB2576| DB9890 HACKLE AZ MK                                       2902923.7 |
 GB2576| GB2575 BRADEN LOOKOUT TOWER NC 22          APPROX. 5.7 KM 3034849.8 |
 GB2576|---------------------------------------------------------------------|
 GB2576
 GB2576                          SUPERSEDED SURVEY CONTROL
 GB2576
 GB2576  NAD 83(1995)-  36 25 40.26570(N)    084 18 08.25704(W) AD(       ) 2
 GB2576  NAD 83(1995)-  36 25 40.27205(N)    084 18 08.25954(W) AD(       ) 2
 GB2576  NAD 83(1986)-  36 25 40.27416(N)    084 18 08.25711(W) AD(       ) 2
 GB2576  NAD 27      -  36 25 39.98620(N)    084 18 08.49860(W) AD(       ) 2
 GB2576  NGVD 29 (07/19/86)  719.7    (m)         2361.     (f) VERT ANG       
 GB2576
 GB2576.Superseded values are not recommended for survey control.
 GB2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2576.See file dsdata.txt to determine how the superseded data were derived.
 GB2576
 GB2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4184434787(NAD 83)
 GB2576_MARKER: DE = TRAVERSE STATION DISK
 GB2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2576
 GB2576  HISTORY     - Date     Condition        Report By
 GB2576  HISTORY     - 1961     MONUMENTED       CGS
 GB2576
 GB2576                          STATION DESCRIPTION
 GB2576
 GB2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2576'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF ELK VALLEY, ABOUT 4
 GB2576'MILES NORTHWEST OF ROYAL
 GB2576'BLUE, AND ON THE HIGHEST POINT OF A HILL LOCALLY
 GB2576'KNOWN AS HACKLE KNOB.
 GB2576'
 GB2576'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GB2576'ROUTE 63 WHICH IS LOCATED
 GB2576'IN THE EAST SECTION OF CARYVILLE, GO NORTHWEST ON
 GB2576'STATE ROUTE 63 FOR 10.2 MILES TO
 GB2576'THE JUNCTION OF STATE ROUTE 63 AND
 GB2576'ELK VALLEY ROAD AT THE BLUE BIRD CAFE AND GULF
 GB2576'SERVICE STATION.  KEEP
 GB2576'RIGHT, ON ELK VALLEY ROAD AND GO 0.1 MILE TO A SIDE ROAD ON THE
 GB2576'RIGHT AT SIGN,
 GB2576'EMMANUEL MISSION BAPTIST CHURCH.  TURN SHARP RIGHT ON A
 GB2576'GRAVELED ROAD AND GO 0.15
 GB2576'MILE TO A FORK.  KEEP RIGHT, ON A TRACK
 GB2576'ROAD UP HILL AND GO 0.8 MILE TO A FORK.
 GB2576'KEEP LEFT AND PROCEED UP
 GB2576'HILL FOR 0.55 MILE TO THE HIGHEST POINT, A LEFT CURVE IN
 GB2576'THE TRACK ROAD
 GB2576'AND THE STATION ON THE RIGHT AS DESCRIBED.
 GB2576'
 GB2576'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HACKLE 1961,
 GB2576'SET IN A CONCRETE
 GB2576'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 19 FEET NORTHEAST
 GB2576'OF THE CENTER OF A TRACK
 GB2576'ROAD, 15 FEET SOUTH OF A 10-INCH TRIANGULAR
 GB2576'BLAZED PINE TREE, AND 2.7 FEET NORTHEAST OF
 GB2576'A WITNESS SIGN.
 GB2576'
 GB2576'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HACKLE NO 1 1961,
 GB2576'CEMENTED IN A DRILL HOLE IN
 GB2576'OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.  IT IS
 GB2576'47 FEET EAST OF THE CENTER OF A
 GB2576'TRACK ROAD, 3 FEET SOUTHWEST OF A
 GB2576'10-INCH TRIANGULAR BLAZED TREE, AND ABOUT 4 FEET
 GB2576'LOWER THAN THE
 GB2576'STATION MARK.
 GB2576'
 GB2576'REFERENCE MARK NO. 2 IS STANDARD DISK, STAMPED HACKLE NO 2 1961,
 GB2576'CEMENTED IN A DRILL HOLE IN
 GB2576'OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.  IT IS 25
 GB2576'FEET SOUTH OF THE CENTER OF A
 GB2576'TRACK ROAD, 9 FEET EAST OF A 12-INCH
 GB2576'TRIANGULAR BLAZED TREE, AND ABOUT 2 FEET LOWER
 GB2576'THAN THE STATION MARK.
 GB2576'
 GB2576'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HACKLE 1961, CEMENTED IN
 GB2576'A DRILL HOLE IN
 GB2576'OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.  IT IS 16 FEET
 GB2576'NORTHEAST OF A 14-INCH
 GB2576'TRIANGULAR BLAZED OAK TREE, 6 FEET EAST OF THE
 GB2576'CENTER OF A TRACK ROAD, AND 2.8 FEET
 GB2576'NORTHWEST OF A WITNESS SIGN.
 GB2576'
 GB2576'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED ON THE TRACK ROAD
 GB2576'WEST AND NORTH TO THE
 GB2576'AZIMUTH MARK ON THE RIGHT, A TOTAL DISTANCE OF 0.25
 GB2576'MILE.
 GB2576'
 GB2576'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2213 ***********************************************************************
 FE2213  DESIGNATION -  HAGARD
 FE2213  PID         -  FE2213
 FE2213  STATE/COUNTY-  TN/BENTON
 FE2213  USGS QUAD   -  ROCKPORT (1987)
 FE2213
 FE2213                         *CURRENT SURVEY CONTROL
 FE2213  ___________________________________________________________________
 FE2213* NAD 83(1995)-  35 55 38.65301(N)    088 01 37.03687(W)     ADJUSTED  
 FE2213* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 FE2213  ___________________________________________________________________
 FE2213  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE2213  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FE2213
 FE2213  HORZ ORDER  -  SECOND
 FE2213
 FE2213.The horizontal coordinates were established by classical geodetic methods
 FE2213.and adjusted by the National Geodetic Survey in April 1999..
 FE2213
 FE2213.The orthometric height was scaled from a topographic map.
 FE2213
 FE2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2213
 FE2213.The geoid height was determined by GEOID03.
 FE2213
 FE2213;                    North         East     Units Scale Factor Converg.
 FE2213;SPC TN       -   178,754.793   417,097.210   MT  0.99994972   -1 11 12.0
 FE2213;SPC TN       -   586,464.68  1,368,426.43   sFT  0.99994972   -1 11 12.0
 FE2213;UTM  16      - 3,976,383.694   407,356.701   MT  0.99970576   -0 36 09.4
 FE2213
 FE2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2213!SPC TN       -   0.99997338  x   0.99994972  =   0.99992311
 FE2213!UTM  16      -   0.99997338  x   0.99970576  =   0.99967915
 FE2213
 FE2213:                Primary Azimuth Mark                     Grid Az
 FE2213:SPC TN       -  NEW JOHNSONVILLE TVA PLT N STK           019 28 10.0
 FE2213:UTM  16      -  NEW JOHNSONVILLE TVA PLT N STK           018 53 07.4
 FE2213
 FE2213|---------------------------------------------------------------------|
 FE2213| PID    Reference Object                     Distance      Geod. Az  |
 FE2213|                                                           dddmmss.s |
 FE2213| GC2622 NEW JOHNSONVILLE TVA PLT N STK      APPROX.11.7 KM 0181658.0 |
 FE2213| CG3407 HAGARD AZ MK                                       0832113.3 |
 FE2213| FE2214 RUSSELL FIELD LOT WT 1              APPROX. 1.5 KM 2234039.8 |
 FE2213| CG3409 HAGARD RM 2                          32.254 METERS 23037     |
 FE2213| CG3408 HAGARD RM 1                          41.002 METERS 32621     |
 FE2213|---------------------------------------------------------------------|
 FE2213
 FE2213                          SUPERSEDED SURVEY CONTROL
 FE2213
 FE2213  NAD 83(1995)-  35 55 38.65458(N)    088 01 37.04238(W) AD(       ) 2
 FE2213  NAD 83(1986)-  35 55 38.66301(N)    088 01 37.03772(W) AD(       ) 2
 FE2213  NAD 27      -  35 55 38.44100(N)    088 01 36.91500(W) AD(       ) 2
 FE2213
 FE2213.Superseded values are not recommended for survey control.
 FE2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2213.See file dsdata.txt to determine how the superseded data were derived.
 FE2213
 FE2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE0735776384(NAD 83)
 FE2213_MARKER: DS = TRIANGULATION STATION DISK
 FE2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2213_STAMPING: HAGARD 1934
 FE2213_MARK LOGO: CGS   
 FE2213_PROJECTION: PROJECTING 30 CENTIMETERS
 FE2213_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2213+STABILITY: SURFACE MOTION
 FE2213
 FE2213  HISTORY     - Date     Condition        Report By
 FE2213  HISTORY     - 1934     MONUMENTED       CGS
 FE2213  HISTORY     - 1959     GOOD             CGS
 FE2213  HISTORY     - 1972     GOOD             TVA
 FE2213  HISTORY     - 19840710 GOOD             NGS
 FE2213
 FE2213                          STATION DESCRIPTION
 FE2213
 FE2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2213'ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF CAMDEN, 9-1/2 MILES SOUTH BY
 FE2213'WEST OF EVA, 7-1/2 MILES EAST-NORTHEAST OF HOLLADAY, ON TOP OF
 FE2213'HEAVILY WOODED KNOLL. TO REACH FROM COURTHOUSE IN CAMDEN, FOLLOW U.S.
 FE2213'ROUTE 70 AND STATE ROUTE 69 EAST 0.2 MILE TO JUNCTION, KEEP TO
 FE2213'RIGHT ON ROUTE 69 AND GO 0.4 MI, TURN LEFT AT ODELL JORDAN GROCERY
 FE2213'CO., GO THROUGH UNDERPASS, GO 5.3 MILES KEEPING STRAIGHT AHEAD AT
 FE2213'CROSSROADS, CONTINUE 2.35 MILES KEEPING STRAIGHT AHEAD AT CROSSROADS
 FE2213'AT MOUNT MORIAN SCHOOL, GO 2.9 MILES TO T-ROAD RIGHT, TURN RIGHT
 FE2213'AND GO 0.85 MILE TO TRIANGLE-BLAZED OAK AND DIM ROAD ON RIGHT, TURN
 FE2213'RIGHT ONTO DIM ROAD AND GO ABOUT 200 YARDS TO STATION SITE IN CENTER
 FE2213'OF RIDGE, 33 FEET WEST-SOUTHWEST OF 12-INCH HICKORY WITH
 FE2213'TRIANGULAR BLAZE, 24 FEET SOUTH OF LEANING 9-INCH OAK, AND 15 FEET
 FE2213'EAST OF CENTER LINE OF DIM LANE. SURFACE AND UNDERGROUND MARKS ARE
 FE2213'STANDARD STATION DISKS IN CONCRETE. REFERENCE AND
 FE2213'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE2213'NO. 1 IS ALONG RIDGE, 15 FEET WEST OF 18-INCH RED OAK, AND 134.52
 FE2213'FEET FROM STATION. NO. 2 IS ON
 FE2213'DOWNWARD SLOPE, 9 FEET NORTHEAST OF 6-INCH WHITE OAK, AND 105.32 FEET
 FE2213'FROM STATION. AZIMUTH MARK IS 15 FEET
 FE2213'SOUTHEAST OF CENTER LINE OF HIGHWAY, 15 FEET NORTHWEST OF 10-INCH
 FE2213'WHITE OAK, AND 0.3 MILE FROM STATION.
 FE2213
 FE2213                          STATION RECOVERY (1959)
 FE2213
 FE2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2213'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FE2213'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2213'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2213'
 FE2213'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF CAMDEN, 7
 FE2213'1/2 MILES EAST-NORTHEAST OF HOLLADAY AND ON TOP OF A HEAVILY WOODED
 FE2213'KNOLL.
 FE2213'
 FE2213'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE SOUTHWEST CORNER
 FE2213'OF THE COURTHOUSE SQUARE IN CAMDEN, GO SOUTHEASTERLY ON U.S. HIGHWAY
 FE2213'70 FOR 1.85 MILES TO A SIDE ROAD RIGHT AT SIGN BIRDSONG CREEK ROAD,
 FE2213'TURN RIGHT FOLLOWING THE MAIN SURFACED ROAD SOUTHERLY FOR 1.85
 FE2213'MILES TO A REVERSE-Y, KEEP LEFT STRAIGHT AHEAD AND GO 0.2 MILE TO A
 FE2213'FORK, KEEP RIGHT FORK AND FOLLOW MAIN SURFACED ROAD FOR 4.0 MILES
 FE2213'TO CALDWELLS STORE AND MT. MORIAH SCHOOL, CONTINUE SOUTHEASTERLY FOR
 FE2213'2.8 MILES TO A FORK, KEEP RIGHT FORK AND GO SOUTHWEST FOR 0.6 MILE
 FE2213'TO A *SIDE ROAD RIGHT, TURN RIGHT ON OLD HIGHWAY ROUTE AND GO
 FE2213'0.3 MILE TO A DIM TRACK ROAD RIGHT, LEADING INTO THE WOODS, TURN
 FE2213'RIGHT ON DIM TRACK ROAD AND GO 0.1 MILE TO CREST OF RIDGE AT A
 FE2213'TRIANGULAR BLAZED LARGE OAK TREE ON THE LEFT, THENCE RIGHT
 FE2213'NORTHEASTERLY ALONG THE TOP OF RIDGE ABOUT 100 YARDS TO THE
 FE2213'STATION NEAR THE END OF RIDGE.
 FE2213'
 FE2213'TO REACH THE AZIMUTH MARK FROM THE *SIDE ROAD, PACK EAST UP ROAD BANK
 FE2213'TO OLD HIGHWAY ROUTE, FOLLOW OLD HIGHWAY ABOUT 100 YARDS TO THE
 FE2213'AZIMUTH MARK ON THE RIGHT.
 FE2213'
 FE2213'THE STATION MARK IS A STANDARD DISK. IT
 FE2213'IS STAMPED HAGARD 1934 AND PROJECTS ABOUT 1 FOOT ABOVE THE
 FE2213'SURFACE OF THE GROUND. THE MARK IS 33 FEET WEST-SOUTHWEST OF A
 FE2213'16-INCH HICKORY TREE, 2 FEET SOUTH OF A WITNESS SIGN AND SET NEAR THE
 FE2213'NORTH END OF RIDGE.
 FE2213'
 FE2213'REFERENCE MARK NO. 1 IS A STANDARD DISK. IT
 FE2213'IS STAMPED HAGARD NO 1 1934 AND PROJECTS ABOUT 1 FOOT ABOVE THE
 FE2213'SURFACE OF THE GROUND. THE MARK IS ABOUT THE SAME ELEVATION AS THE
 FE2213'STATION MARK.
 FE2213'
 FE2213'REFERENCE MARK NO. 2 IS A STANDARD DISK. IT
 FE2213'IS STAMPED HAGARD NO 2 1934 AND PROJECTS ABOUT 15 INCHES ABOVE THE
 FE2213'SURFACE OF THE GROUND. THE MARK IS 7 FEET NORTHEAST OF A 12-INCH
 FE2213'WHITE OAK TREE AND ABOUT 5 FEET LOWER THAN THE STATION MARK.
 FE2213'
 FE2213'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK.
 FE2213'IT IS STAMPED HAGARD AZI 1934 AND PROJECTS ABOUT 1 FOOT ABOVE
 FE2213'THE SURFACE OF THE GROUND. THE MARK IS 15 FEET EAST-SOUTHEAST OF THE
 FE2213'CENTER OF OLD HIGHWAY AND 2 FEET SOUTH-SOUTHWEST OF A WITNESS
 FE2213'SIGN.
 FE2213'
 FE2213'HEIGHT OF TOWER-90-FEET.
 FE2213
 FE2213                          STATION RECOVERY (1972)
 FE2213
 FE2213'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE2213'HAGARD RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FE2213'
 FE2213'NOTE--TRIANGULAR BLAZED LARGE TREE STILL STANDING BUT IS DEAD.
 FE2213'STATION IS NOW IN PINE THICKET.
 FE2213'
 FE2213'U. S. G. S. POST AND SIGN AT STATION.
 FE2213'
 FE2213'HAGARD RM NO. 1 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FE2213'DESCRIPTION.
 FE2213'
 FE2213'NOTE--BLAZED LINE FROM STATION TO REF. MARK NO 1.
 FE2213'
 FE2213'HAGARD RM NO. 2 RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FE2213'DESCRIPTION.
 FE2213'
 FE2213'HAGARD AZI RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FE2213'
 FE2213'USGS POST AND SIGN.
 FE2213'
 FE2213'DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MI S. S. E. OF
 FE2213'CAMDEN.
 FE2213
 FE2213                          STATION RECOVERY (1984)
 FE2213
 FE2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FE2213'THE STATION, RM 1, RM 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FE2213'CONDITION.  THE OBSERVATIONS OF THE RMS WERE REVERSED INCORRECTLY IN
 FE2213'THE 1959 RECOVERY NOTE.  THE ANGLE BETWEEN THE RMS CHECKED PREVIOUS
 FE2213'DATA.  THE DISTANCE TO RM 1 DID NOT CHECK AND WAS SHORTER BY 0.018
 FE2213'METER.  (0.059 FT) THE DISTANCE TO RM 2 ALSO DID NOT CHECK AND WAS
 FE2213'SHORTER BY 0.097 METER.  (0.318 FT) IT APPEARS THAT THE PREVIOUS
 FE2213'MEASUREMENTS WERE SLOPE DISTANCE.  THE AZIMUTH MARK IS NOT VISIBLE
 FE2213'FROM THE STATION DUE TO HEAVY VEGETATION AND NO SUITABLE PLACE IS
 FE2213'AVAILABLE FOR A NEW ONE.  A NEW DESCRIPTION FOLLOWS.
 FE2213' 
 FE2213'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTH OF CAMDEN, 12 KM
 FE2213'(7.45 MI) NORTHEAST OF HOLLADAY, 10 KM (6.20 MI) NORTH OF MCILLLWAIN
 FE2213'AND ON TOP OF A HEAVILY WOODED KNOLL.  TO REACH THE STATION FROM THE
 FE2213'JUNCTION OF INTERSTATE 40 AND U.S ROUTE 641 WHICH IS ABOUT 24 KM
 FE2213'(14.90 MI) SOUTH OF CAMBEN, GO NORTH ON U.S ROUTE 641 FOR 2.6 KM (1.60
 FE2213'MI) TO THE JUNCTION WITH STATE ROUTE 191.  TURN RIGHT AND GO 0.6 KM
 FE2213'(0.35 MI) EAST OF STATE ROUTE 191 TO A T-JUNCTION ON THE LEFT AT THE
 FE2213'FIRST MCILLWAIN PENTECAOSTAL CHURCH IN MCILLWAIN.  TURN LEFT AND GO
 FE2213'NORTHEAST, STILL ON STATE ROUTE 191, FOR 7.5 KM (4.65 MI) TO A LOOKOUT
 FE2213'TOWER ON THE LEFT.  CONTINUE NORTHEAST FOR 2.1 KM (1.30 MI) TO A TRACK
 FE2213'ROAD ON THE LEFT.  TURN LEFT AND GO 0.15 KM (0.10 MI) TO THE END OF
 FE2213'TRUCK TRAVEL.  PACK 0.3 KM (0.20 MI) ALONG TRACK ROAD TO JUNCTION WITH
 FE2213'TRACK ROAD ON RIGHT.  TURN RIGHT ON TRACK ROAD AND GO 0.15 TO CREST OF
 FE2213'RIDGE THEN NORTHEAST ALONG RIDGE TOP ABOUT 150 METERS (492.1 FT) TO
 FE2213'STATION AT NORTHEAST END OF RIDGE.
 FE2213' 
 FE2213'THE STATION IS A STANDARD CGS DISK STAMPED---HAGARD 1934---, SET INTO
 FE2213'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM, IN DIAMETER,
 FE2213'PROJECTING, 12 INCHES (30 CM) ABOVE THE GROUND.  THE STATION IS
 FE2213'LOCATED 25 METERS (82.0 FT) WEST FROM A 22 INCH WHITE OAK TREE, 18
 FE2213'METERS (59.1 FT) NORTHWEST FROM AN 18 INCH WHITE OAK TREE, 0.4 METERS
 FE2213'(1.3 FT) SOUTH FROM A METAL WITNESS POST.
 FE2213' 
 FE2213'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--HAGARD NO 1
 FE2213'1934--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 FE2213'(30 CM) IN DIAMETER, PROJECTING 12 INCHES (30 CM) ABOVE THE GROUND.
 FE2213'THE STATION IS LOCATED 8 METERS (26.2 FT) EAST FROM AN 8 INCH WHITE
 FE2213'OAK WITH A CROOKED TRUNK, AND 0.3 METERS (1.0 FT) LOWER THAN THE
 FE2213'GROUND.
 FE2213' 
 FE2213'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---HAGARD NO 2
 FE2213'1934---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 FE2213'(30 CM) IN DIAMETER, PROJECTING 14 INCHES (35 CM) ABOVE THE GROUND.
 FE2213'THE STATION IS LOCATED 8 METERS (26.2 FT) EAST FROM AN 8 INCH WHITE
 FE2213'OAK TREE WITH A CROOKED AND 1.3 METERS (4.3 FT) LOWER THAN THE
 FE2213'STATION.
 FE2213' 
 FE2213'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED---HAGARD AZ 1
 FE2213'1934---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 FE2213'(30 CM) IN DIAMETER, PROJECTING 12 INCHES (30 CM) ABOVE THE GROUND.
 FE2213'THE STATION IS LOCATED 4.5 METERS (14.8 FT) EAST-SOUTHEAST FROM THE
 FE2213'CENTER OF AN OVERGROWN ROAD, 0.6 METERS (2.0 FT) SOUTH-SOUTHWEST FROM
 FE2213'A WITNESS SIGN.  TO REACH AZIMUTH MARK FROM THE JUNCTION OF STATE
 FE2213'ROUTE 191 AND THE TRACK ROAD LEADING TO THE STATION, PACK EAST UP ROAD
 FE2213'BANK TO TRACK ROAD AND GO EAST 100 METERS (328.1 FT) TO THE MARK ON
 FE2213'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0140 ***********************************************************************
 FD0140  DESIGNATION -  HAGGARD
 FD0140  PID         -  FD0140
 FD0140  STATE/COUNTY-  TN/COFFEE
 FD0140  USGS QUAD   -  NOAH (1976)
 FD0140
 FD0140                         *CURRENT SURVEY CONTROL
 FD0140  ___________________________________________________________________
 FD0140* NAD 83(1995)-  35 31 10.46237(N)    086 07 42.96529(W)     ADJUSTED  
 FD0140* NAVD 88     -       340.443  (meters)    1116.94   (feet)  ADJUSTED  
 FD0140  ___________________________________________________________________
 FD0140  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FD0140  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0140  DYNAMIC HT  -         340.119 (meters)    1115.87  (feet)  COMP
 FD0140  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FD0140
 FD0140  HORZ ORDER  -  SECOND
 FD0140  VERT ORDER  -  SECOND    CLASS 0
 FD0140
 FD0140.The horizontal coordinates were established by classical geodetic methods
 FD0140.and adjusted by the National Geodetic Survey in April 1999..
 FD0140
 FD0140.The orthometric height was determined by differential leveling
 FD0140.and adjusted by the National Geodetic Survey in June 1991..
 FD0140
 FD0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0140
 FD0140.The geoid height was determined by GEOID03.
 FD0140
 FD0140.The dynamic height is computed by dividing the NAVD 88
 FD0140.geopotential number by the normal gravity value computed on the
 FD0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0140.degrees latitude (g = 980.6199 gals.).
 FD0140
 FD0140.The modeled gravity was interpolated from observed gravity values.
 FD0140
 FD0140;                    North         East     Units Scale Factor Converg.
 FD0140;SPC TN       -   131,620.080   588,335.329   MT  0.99996338   -0 04 31.0
 FD0140;SPC TN       -   431,823.55  1,930,230.16   sFT  0.99996338   -0 04 31.0
 FD0140;UTM  16      - 3,931,013.287   579,011.656   MT  0.99967693   +0 30 22.7
 FD0140
 FD0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0140!SPC TN       -   0.99995108  x   0.99996338  =   0.99991446
 FD0140!UTM  16      -   0.99995108  x   0.99967693  =   0.99962803
 FD0140
 FD0140|---------------------------------------------------------------------|
 FD0140| PID    Reference Object                     Distance      Geod. Az  |
 FD0140|                                                           dddmmss.s |
 FD0140| FD0141 HAGGARD RM 1                         28.727 METERS 00652     |
 FD0140| FD1424 MANCHESTER ABANDONED WATER TANK     APPROX. 6.4 KM 1431247.7 |
 FD0140| FD1425 MANCHESTER MUNICIPAL TANK           APPROX. 6.4 KM 1442711.2 |
 FD0140| FD0139 HAGGARD AZ MK                                      1714205.8 |
 FD0140| FD0142 HAGGARD RM 2                         28.771 METERS 18428     |
 FD0140|---------------------------------------------------------------------|
 FD0140
 FD0140                          SUPERSEDED SURVEY CONTROL
 FD0140
 FD0140  NAD 83(1995)-  35 31 10.46936(N)    086 07 42.96650(W) AD(       ) 2
 FD0140  NAD 83(1986)-  35 31 10.47294(N)    086 07 42.96419(W) AD(       ) 2
 FD0140  NAD 27      -  35 31 10.20140(N)    086 07 42.99850(W) AD(       ) 2
 FD0140  NGVD 29 (??/??/92)  340.434  (m)         1116.91   (f) ADJ UNCH    2 0
 FD0140
 FD0140.Superseded values are not recommended for survey control.
 FD0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0140.See file dsdata.txt to determine how the superseded data were derived.
 FD0140
 FD0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7901231013(NAD 83)
 FD0140_MARKER: DE = TRAVERSE STATION DISK
 FD0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0140_STAMPING: HAGGARD 1960
 FD0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0140+STABILITY: SURFACE MOTION
 FD0140
 FD0140  HISTORY     - Date     Condition        Report By
 FD0140  HISTORY     - 1960     MONUMENTED       CGS
 FD0140  HISTORY     - 1960     GOOD             CGS
 FD0140
 FD0140                          STATION DESCRIPTION
 FD0140
 FD0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0140'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF MANCHESTER, ABOUT
 FD0140'0.3 MILE NORTHEAST OF U S
 FD0140'HIGHWAY 41.  THE NORTH-SOUTH FENCE LINE DIVIDES
 FD0140'PROPERTY OWNED BY MR CLING WINDHAM
 FD0140'ON THE WEST AND MR DAVID KING ON
 FD0140'THE EAST.
 FD0140'
 FD0140'TO REACH THE STATION FROM THE COURT HOUSE IN MANCHESTER, GO WEST, 1
 FD0140'BLOCK TO U S HIGHWAY 41.
 FD0140'TURN RIGHT, NORTHWEST, ON U S HIGHWAY 41 AND GO 2.4
 FD0140'MILE TO THE HIGHLAND MOTEL ON THE
 FD0140'RIGHT.  PROCEED NORTHWEST, ON U S
 FD0140'HIGHWAY 41 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 FD0140'RIGHT AND BOARD
 FD0140'GATE.  TURN RIGHT, PASS THROUGH GATE, THEN NORTHWEST ALONG FENCE FOR
 FD0140'0.1 MILE TO A
 FD0140'NORTH-SOUTH FENCE LINE, THEN TURN RIGHT, NORTH, AND GO
 FD0140'0.3 MILE TO THE TOP OF A SMALL
 FD0140'RISE AND THE STATION.
 FD0140'
 FD0140'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HAGGARD 1960,
 FD0140'SET IN A CONCRETE
 FD0140'MONUMENT, AND SET FLUSH.  IT IS 3 FEET EAST OF A WIRE FENCE
 FD0140'AND 2.9 FEET EAST OF A
 FD0140'WITNESS SIGN.
 FD0140'
 FD0140'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED HAGGARD NO 1 1960,
 FD0140'SET IN A CONCRETE
 FD0140'MONUMENT, AND SET FLUSH.  IT IS 6 FEET EAST OF A WIRE FENCE
 FD0140'AND ABOUT 1 FOOT LOWER THAN
 FD0140'THE STATION MARK.
 FD0140'
 FD0140'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAGGARD 1960, CEMENTED
 FD0140'IN A DRILL HOLE IN A
 FD0140'CONCRETE CULVERT ABUTMENT, AND SET FLUSH.  IT IS 28 FEET
 FD0140'NORTHEAST OF THE CENTER OF U
 FD0140'S HIGHWAY 41 AND 1.2 FEET SOUTH OF A
 FD0140'WITNESS SIGN.
 FD0140'
 FD0140'HEIGHT OF LIGHT ABOVE STATION MARK 30.0 METERS.
 FD0140
 FD0140                          STATION RECOVERY (1960)
 FD0140
 FD0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0140'3.4 MI NW FROM MANCHESTER.
 FD0140'FROM THE COURT HOUSE IN MANCHESTER, GO 3.0 MILES NORTHWEST
 FD0140'ON U.S. HIGHWAY 41 TO A BOARD GATE ON THE NORTH SIDE OF THE
 FD0140'HIGHWAY, PASS THROUGH GATE, THEN GO NORTHWEST ALONG FENCE FOR
 FD0140'0.1 MILE TO A NORTH-SOUTH FENCE LINE, GO NORTH FOR 0.3 MILE
 FD0140'TO THE TOP OF A SMALL RISE AND THE STATION.  THE STATION MARK
 FD0140'IS 3 FT. EAST OF A WIRE FENCE AND 2.9 FT. EAST OF A WITNESS
 FD0140'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0140'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0139 ***********************************************************************
 FD0139  DESIGNATION -  HAGGARD AZ MK
 FD0139  PID         -  FD0139
 FD0139  STATE/COUNTY-  TN/COFFEE
 FD0139  USGS QUAD   -  NOAH (1976)
 FD0139
 FD0139                         *CURRENT SURVEY CONTROL
 FD0139  ___________________________________________________________________
 FD0139* NAD 83(1986)-  35 30 51.     (N)    086 07 40.     (W)     SCALED    
 FD0139* NAVD 88     -       333.230  (meters)    1093.27   (feet)  ADJUSTED  
 FD0139  ___________________________________________________________________
 FD0139  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0139  DYNAMIC HT  -         332.912 (meters)    1092.23  (feet)  COMP
 FD0139  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 FD0139
 FD0139  VERT ORDER  -  SECOND    CLASS 0
 FD0139
 FD0139.The horizontal coordinates were scaled from a topographic map and have
 FD0139.an estimated accuracy of +/- 6 seconds.
 FD0139
 FD0139.The orthometric height was determined by differential leveling
 FD0139.and adjusted by the National Geodetic Survey in June 1991..
 FD0139
 FD0139.The geoid height was determined by GEOID03.
 FD0139
 FD0139.The dynamic height is computed by dividing the NAVD 88
 FD0139.geopotential number by the normal gravity value computed on the
 FD0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0139.degrees latitude (g = 980.6199 gals.).
 FD0139
 FD0139.The modeled gravity was interpolated from observed gravity values.
 FD0139
 FD0139;                    North         East    Units  Estimated Accuracy
 FD0139;SPC TN       -   131,020.      588,410.      MT  (+/- 180 meters Scaled)
 FD0139
 FD0139                          SUPERSEDED SURVEY CONTROL
 FD0139
 FD0139  NGVD 29 (??/??/92)  333.221  (m)         1093.24   (f) ADJ UNCH    2 0
 FD0139
 FD0139.Superseded values are not recommended for survey control.
 FD0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0139.See file dsdata.txt to determine how the superseded data were derived.
 FD0139
 FD0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE790304(NAD 83)
 FD0139_MARKER: DZ = AZIMUTH MARK DISK
 FD0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0139_SP_SET: CULVERT
 FD0139_STAMPING: HAGGARD 1960
 FD0139_MARK LOGO: CGS   
 FD0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0139
 FD0139  HISTORY     - Date     Condition        Report By
 FD0139  HISTORY     - 1960     MONUMENTED       CGS
 FD0139
 FD0139                          STATION DESCRIPTION
 FD0139
 FD0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0139'3 MI NW FROM MANCHESTER.
 FD0139'FROM THE COURT HOUSE IN MANCHESTER, GO 3.0 MILES NORTHWEST ON
 FD0139'U.S. HIGHWAY 41 TO A CONCRETE CULVERT.  THE AZIMUTH MARK IS
 FD0139'0.6 MILE NORTHWEST OF THE HIGHLAND MOTEL, 28 FT. NORTHEAST OF THE
 FD0139'CENTER OF U.S. HIGHWAY 41.  THE DISK IS CEMENTED IN A DRILL HOLE
 FD0139'IN TOP OF THE NORTHEAST CONCRETE HEADWALL OF THE CULVERT, 1.2
 FD0139'FT. SOUTH OF A WITNESS SIGN AND ABOUT 1 FT. ABOVE THE LEVEL OF
 FD0139'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0141 ***********************************************************************
 FD0141  DESIGNATION -  HAGGARD RM 1
 FD0141  PID         -  FD0141
 FD0141  STATE/COUNTY-  TN/COFFEE
 FD0141  USGS QUAD   -  NOAH (1976)
 FD0141
 FD0141                         *CURRENT SURVEY CONTROL
 FD0141  ___________________________________________________________________
 FD0141* NAD 83(1986)-  35 31 10.     (N)    086 07 42.     (W)     SCALED    
 FD0141* NAVD 88     -       340.644  (meters)    1117.60   (feet)  ADJUSTED  
 FD0141  ___________________________________________________________________
 FD0141  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0141  DYNAMIC HT  -         340.320 (meters)    1116.53  (feet)  COMP
 FD0141  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FD0141
 FD0141  VERT ORDER  -  SECOND    CLASS 0
 FD0141
 FD0141.The horizontal coordinates were scaled from a topographic map and have
 FD0141.an estimated accuracy of +/- 6 seconds.
 FD0141
 FD0141.The orthometric height was determined by differential leveling
 FD0141.and adjusted by the National Geodetic Survey in June 1991..
 FD0141
 FD0141.The geoid height was determined by GEOID03.
 FD0141
 FD0141.The dynamic height is computed by dividing the NAVD 88
 FD0141.geopotential number by the normal gravity value computed on the
 FD0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0141.degrees latitude (g = 980.6199 gals.).
 FD0141
 FD0141.The modeled gravity was interpolated from observed gravity values.
 FD0141
 FD0141;                    North         East    Units  Estimated Accuracy
 FD0141;SPC TN       -   131,610.      588,360.      MT  (+/- 180 meters Scaled)
 FD0141
 FD0141                          SUPERSEDED SURVEY CONTROL
 FD0141
 FD0141  NGVD 29 (??/??/92)  340.635  (m)         1117.57   (f) ADJ UNCH    2 0
 FD0141
 FD0141.Superseded values are not recommended for survey control.
 FD0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0141.See file dsdata.txt to determine how the superseded data were derived.
 FD0141
 FD0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE790309(NAD 83)
 FD0141_MARKER: DR = REFERENCE MARK DISK
 FD0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0141_STAMPING: HAGGARD NO 1 1960
 FD0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0141+STABILITY: SURFACE MOTION
 FD0141
 FD0141  HISTORY     - Date     Condition        Report By
 FD0141  HISTORY     - 1960     MONUMENTED       CGS
 FD0141
 FD0141                          STATION DESCRIPTION
 FD0141
 FD0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0141'3.4 MI NW FROM MANCHESTER.
 FD0141'THIS MARK IS LOCATED AT THE HAGGARD 1960 STATION SITE, 94.3
 FD0141'FT. NORTH OF THE STATION MARK AND 4 FT. EAST OF A WIRE FENCE.
 FD0141'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0141'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0142 ***********************************************************************
 FD0142  DESIGNATION -  HAGGARD RM 2
 FD0142  PID         -  FD0142
 FD0142  STATE/COUNTY-  TN/COFFEE
 FD0142  USGS QUAD   -  NOAH (1976)
 FD0142
 FD0142                         *CURRENT SURVEY CONTROL
 FD0142  ___________________________________________________________________
 FD0142* NAD 83(1986)-  35 31 10.     (N)    086 07 42.     (W)     SCALED    
 FD0142* NAVD 88     -       339.370  (meters)    1113.42   (feet)  ADJUSTED  
 FD0142  ___________________________________________________________________
 FD0142  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FD0142  DYNAMIC HT  -         339.047 (meters)    1112.36  (feet)  COMP
 FD0142  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 FD0142
 FD0142  VERT ORDER  -  SECOND    CLASS 0
 FD0142
 FD0142.The horizontal coordinates were scaled from a topographic map and have
 FD0142.an estimated accuracy of +/- 6 seconds.
 FD0142
 FD0142.The orthometric height was determined by differential leveling
 FD0142.and adjusted by the National Geodetic Survey in June 1991..
 FD0142
 FD0142.The geoid height was determined by GEOID03.
 FD0142
 FD0142.The dynamic height is computed by dividing the NAVD 88
 FD0142.geopotential number by the normal gravity value computed on the
 FD0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0142.degrees latitude (g = 980.6199 gals.).
 FD0142
 FD0142.The modeled gravity was interpolated from observed gravity values.
 FD0142
 FD0142;                    North         East    Units  Estimated Accuracy
 FD0142;SPC TN       -   131,610.      588,360.      MT  (+/- 180 meters Scaled)
 FD0142
 FD0142                          SUPERSEDED SURVEY CONTROL
 FD0142
 FD0142  NGVD 29 (??/??/92)  339.362  (m)         1113.39   (f) ADJ UNCH    2 0
 FD0142
 FD0142.Superseded values are not recommended for survey control.
 FD0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0142.See file dsdata.txt to determine how the superseded data were derived.
 FD0142
 FD0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE790309(NAD 83)
 FD0142_MARKER: DR = REFERENCE MARK DISK
 FD0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0142_STAMPING: HAGGARD NO 2 1960
 FD0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0142+STABILITY: SURFACE MOTION
 FD0142
 FD0142  HISTORY     - Date     Condition        Report By
 FD0142  HISTORY     - 1960     MONUMENTED       CGS
 FD0142
 FD0142                          STATION DESCRIPTION
 FD0142
 FD0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0142'3.4 MI NW FROM MANCHESTER.
 FD0142'THIS MARK IS LOCATED AT THE HAGGARD 1960 STATION SITE, 94.4
 FD0142'FT. SOUTH OF THE STATION MARK AND 6 FT. EAST OF A WIRE FENCE.
 FD0142'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0142'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1624 ***********************************************************************
 GD1624  DESIGNATION -  HAGONS
 GD1624  PID         -  GD1624
 GD1624  STATE/COUNTY-  TN/OBION
 GD1624  USGS QUAD   -  CLAYTON (1981)
 GD1624
 GD1624                         *CURRENT SURVEY CONTROL
 GD1624  ___________________________________________________________________
 GD1624* NAD 83(1995)-  36 26 02.02784(N)    089 09 30.29803(W)     ADJUSTED  
 GD1624* NAVD 88     -       167.98   (+/-2cm)     551.1    (feet)  VERTCON   
 GD1624  ___________________________________________________________________
 GD1624  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 GD1624  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1624
 GD1624  HORZ ORDER  -  SECOND
 GD1624  VERT ORDER  -  THIRD ? (See Below)
 GD1624
 GD1624.The horizontal coordinates were established by classical geodetic methods
 GD1624.and adjusted by the National Geodetic Survey in April 1999..
 GD1624
 GD1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1624.The vertical order pertains to the NGVD 29 superseded value.
 GD1624
 GD1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1624
 GD1624.The geoid height was determined by GEOID03.
 GD1624
 GD1624;                    North         East     Units Scale Factor Converg.
 GD1624;SPC TN       -   237,630.096   316,841.969   MT  1.00000310   -1 50 56.6
 GD1624;SPC TN       -   779,624.74  1,039,505.69   sFT  1.00000310   -1 50 56.6
 GD1624;UTM  16      - 4,034,240.572   306,524.697   MT  1.00006121   -1 16 56.2
 GD1624
 GD1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1624!SPC TN       -   0.99997806  x   1.00000310  =   0.99998116
 GD1624!UTM  16      -   0.99997806  x   1.00006121  =   1.00003927
 GD1624
 GD1624|---------------------------------------------------------------------|
 GD1624| PID    Reference Object                     Distance      Geod. Az  |
 GD1624|                                                           dddmmss.s |
 GD1624| CG3411 HAGONS AZ MK RESET                                 06102     |
 GD1624| CG3410 HAGONS AZ MK                                       0701105.2 |
 GD1624| GD1612 UNION CITY BROWN BILT SHOE TK       APPROX. 9.2 KM 0905748.9 |
 GD1624| GD1617 RIVES                               APPROX.11.1 KM 1362114.7 |
 GD1624| CG3412 HAGONS RM 1                          70.202 METERS 15852     |
 GD1624| CG3413 HAGONS RM 2                          47.765 METERS 26313     |
 GD1624| CG3414 HAGONS RM 3                          55.797 METERS 34919     |
 GD1624|---------------------------------------------------------------------|
 GD1624
 GD1624                          SUPERSEDED SURVEY CONTROL
 GD1624
 GD1624  NAD 83(1995)-  36 26 02.03082(N)    089 09 30.29620(W) AD(       ) 2
 GD1624  NAD 83(1995)-  36 26 02.03360(N)    089 09 30.29526(W) AD(       ) 2
 GD1624  NAD 83(1986)-  36 26 02.03998(N)    089 09 30.29757(W) AD(       ) 2
 GD1624  NAD 27      -  36 26 01.80900(N)    089 09 30.05600(W) AD(       ) 2
 GD1624  NGVD 29 (07/19/86)  167.94   (m)          551.0    (f) LEVELING    3  
 GD1624
 GD1624.Superseded values are not recommended for survey control.
 GD1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1624.See file dsdata.txt to determine how the superseded data were derived.
 GD1624
 GD1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0652534241(NAD 83)
 GD1624_MARKER: DS = TRIANGULATION STATION DISK
 GD1624_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GD1624
 GD1624  HISTORY     - Date     Condition        Report By
 GD1624  HISTORY     - 1934     MONUMENTED       CGS
 GD1624  HISTORY     - 1956     GOOD             CGS
 GD1624  HISTORY     - 1967     GOOD             CGS
 GD1624
 GD1624                          STATION DESCRIPTION
 GD1624
 GD1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1624'ABOUT 7 MILES NORTH OF TROY, 5.5 MILES WEST OF UNION CITY, 4-3/4
 GD1624'MILES SOUTH OF TENNESSEE-KENTUCKY STATE LINE, ON DIVIDE BETWEEN NORTH
 GD1624'AND SOUTH FORKS OF REELFOOT CREEK, AND ON PROPERTY OF BUD HAGONS.
 GD1624'TO REACH FROM CENTER OF BUSINESS DISTRICT OF UNION CITY, FOLLOW
 GD1624'U.S.  ROUTE 45W AND ROUTE 51 NORTH AND JUST BEFORE REACHING
 GD1624'RAILROAD CROSSING AT CHERRY-MOSS GRAIN CO., TURN LEFT WEST
 GD1624'AND FOLLOW ARROWS WALNUT LOG-CLAYTON-ETC. 1.7 MILES, TURN ONTO
 GD1624'LEFT FORK AND FOLLOW MAIN ROAD 4.0 MILES TO SMALL STORE, AND
 GD1624'CONTINUE 0.65 MILE TO HOME OF MR. HAGONS AND STATION ON HIGHEST
 GD1624'POINT OF PASTURE, ABOUT 200 YARDS NORTHEAST OF MR. HAGONS
 GD1624'RESIDENCE, AND 255 FEET NORTH OF CENTER LINE OF ROAD.  SURFACE AND
 GD1624'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1624'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GD1624'IN CONCRETE.  NO. 1 IS ON ROAD BANK, 25 FEET NORTH OF
 GD1624'CENTER LINE OF ROAD, AND 230.32 FEET FROM STATION S 21 DEG 08 MIN E.
 GD1624'NO. 2 IS FLUSH WITH SURFACE OF GROUND, IN PASTURE,
 GD1624'AND 156.71 FEET FROM STATION S 83 DEG 13 MIN W.  AZIMUTH
 GD1624'MARK IS 75 FEET WEST-SOUTHWEST OF SMALL BUILDING, 30 FEET SOUTH
 GD1624'OF CENTER LINE OF ROAD, 4 FEET NORTH OF FENCE LINE, AND 0.35 MILE
 GD1624'FROM STATION N 70 DEG 11 MIN E.
 GD1624
 GD1624                          STATION RECOVERY (1956)
 GD1624
 GD1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 GD1624'RECOVERED AS DESCRIBED EXCEPT FOR CHANGED CONDITIONS, DESTROYED R. M.
 GD1624'NO. 2, AND AN OBSTRUCTED AZIMUTH MARK.  A NEW AZIMUTH MARK AND R. M.
 GD1624'NO. 3 WERE SET AT THIS TIME.
 GD1624'
 GD1624'THE STATION IS ABOUT 7 MILES N OF TROY, 5-1/2 MILES W OF UNION CITY,
 GD1624'4-3/4 MILES S OF TENNESSEE-KENTUCKY STATE LINE, ON THE DIVIDE
 GD1624'BETWEEN N AND S FORKS OF REELFOOT CREEK, AND ON PROPERTY OWNED AND
 GD1624'OCCUPIED BY W. D. BYRN, ON HIGHEST POINT IN VICINITY, ABOUT 283 FEET
 GD1624'SSE OF THE CENTER OF HIGHWAY, ABOUT 3 FEET N OF N WALL, AND ABOUT
 GD1624'3 FEET E OF E END OF THE PORCH OF THE BYRN HOME.  THE MARK
 GD1624'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 GD1624'HAGONS 1934.  TO REACH FROM THE CORNER OF W. MAIN AND N. FIRST
 GD1624'STREETS IN UNION CITY, GO W ON THE FORMER 0.25 MILE AND JOG RIGHT,
 GD1624'THENCE W ON NOS. 5 AND 22 TENN.  HIGHWAYS 1.5 MILES AND TAKE LEFT
 GD1624'FORK, THENCE GENERALLY WESTERLY ON NO. 22 HWY. 4.2 MILES TO A DEEP
 GD1624'CUT AND THE STATION ON THE LEFT.
 GD1624'
 GD1624'REFERENCE STAMPED HAGONS NO 1 1934, PROJECTING 0.6 FOOT,
 GD1624'IS 230.32 FEET S 21 DEG 08 MIN E FROM THE STATION, ABOUT
 GD1624'45 FEET E OF THE OUTLET OF A SHALLOW SHORT GULLY, 25 FEET N OF THE
 GD1624'CENTER OF A ROAD, AND 2 FEET N OF THE TOP OF A BANK.
 GD1624'
 GD1624'REFERENCE STAMPED HAGONS 1934 NO. 3 1956, PROJECTING 0.1
 GD1624'FOOT, IS 183.06 FEET N 10 DEG 40 MIN W FROM THE STATION,
 GD1624'100 FEET SSE OF THE CENTER OF THE HIGHWAY, 71.5 FEET ENE OF A
 GD1624'CONCRETE R.O.W. MARKER, 45 FEET ESE OF A TELEPHONE POLE, 35 FEET S OF
 GD1624'THE TOP OF AN ESTIMATED 20-FOOT BANK, AND ABOUT 20 FEET E OF THE
 GD1624'CREST OF THE RIDGE.
 GD1624'
 GD1624'THE AZIMUTH MARK STAMPED HAGONS 1934 RESET 1956, PROJECTING
 GD1624'0.6 FOOT, IS ABOUT 1411 FEET ABOUT ENE N 61 DEG 02 MIN E
 GD1624'FROM THE STATION, ABOUT 165 YARDS E OF A T-ROAD-NORTH
 GD1624'INTERSECTION, ABOUT 90 YARDS W OF A SMALL PIPE CULVERT, 78 FEET W
 GD1624'OF A CONCRETE RIGHT-OF-WAY MARKER, AND 50 FEET N OF THE CENTER OF THE
 GD1624'HIGHWAY.
 GD1624
 GD1624                          STATION RECOVERY (1967)
 GD1624
 GD1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1624'THE STATION AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND IN
 GD1624'GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK HAGONS
 GD1624'1934 RESET 1956 ARE BOTH KNOWN TO HAVE BEEN DESTROYED BY GRADING
 GD1624'OPERATIONS AND COULD NOT BE FOUND.  NO NEW REFERENCE MARK OR
 GD1624'AZIMUTH MARK WERE SET.
 GD1624'
 GD1624'FOLLOWING IS A NEW STATION TO-REACH.
 GD1624'
 GD1624'TO REACH THE STATION FROM THE WEST SIDE OF THE OBION COUNTY
 GD1624'COURTHOUSE IN UNION CITY, GO WEST ON WASHINGTON STREET FOR 0.1 MILE
 GD1624'TO STATE ROUTES 21 AND 22.  HERE TURN RIGHT AND GO NORTH
 GD1624'ON STATE ROUTES 21 AND 22 FOR 0.15 MILE TO WHERE STATE ROUTE
 GD1624'21 BEARS RIGHT AND STATE ROUTES 22 AND 5 BEAR LEFT, BEAR LEFT ON
 GD1624'STATE ROUTES 22 AND 5 AND GO NORTHWEST FOR 1.5 MILES TO WHERE STATE
 GD1624'ROUTE 5 CONTINUES STRAIGHT AHEAD AND STATE ROUTE 22 TURNS LEFT,
 GD1624'TURN LEFT, WESTERLY, ON STATE ROUTE 22 AND GO 4.2 MILES TO A PAVED
 GD1624'DRIVEWAY ON THE LEFT LEADING INTO THE W. DAVID BYRN FARM
 GD1624'RESIDENCE.  TURN LEFT ON THIS PAVED DRIVEWAY AND GO ABOUT 300
 GD1624'FEET TO THE BYRNS HOME AND THE STATION.
 GD1624'
 GD1624'MEASUREMENTS FOR THE MARKS AS SHOWN IN THE 1956 RECOVERY NOTE ARE
 GD1624'COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0672 ***********************************************************************
 GC0672  DESIGNATION -  HAILEY
 GC0672  PID         -  GC0672
 GC0672  STATE/COUNTY-  TN/DAVIDSON
 GC0672  USGS QUAD   -  OAK HILL (1968)
 GC0672
 GC0672                         *CURRENT SURVEY CONTROL
 GC0672  ___________________________________________________________________
 GC0672* NAD 83(1995)-  36 03 43.21233(N)    086 46 16.70468(W)     ADJUSTED  
 GC0672* NAVD 88     -       205.114  (meters)     672.94   (feet)  ADJUSTED  
 GC0672  ___________________________________________________________________
 GC0672  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 GC0672  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0672  DYNAMIC HT  -         204.937 (meters)     672.36  (feet)  COMP
 GC0672  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC0672
 GC0672  HORZ ORDER  -  SECOND
 GC0672  VERT ORDER  -  SECOND    CLASS 0
 GC0672
 GC0672.The horizontal coordinates were established by classical geodetic methods
 GC0672.and adjusted by the National Geodetic Survey in April 1999..
 GC0672
 GC0672.The orthometric height was determined by differential leveling
 GC0672.and adjusted by the National Geodetic Survey in June 1991..
 GC0672
 GC0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0672
 GC0672.The geoid height was determined by GEOID03.
 GC0672
 GC0672.The dynamic height is computed by dividing the NAVD 88
 GC0672.geopotential number by the normal gravity value computed on the
 GC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0672.degrees latitude (g = 980.6199 gals.).
 GC0672
 GC0672.The modeled gravity was interpolated from observed gravity values.
 GC0672
 GC0672;                    North         East     Units Scale Factor Converg.
 GC0672;SPC TN       -   192,068.816   530,514.365   MT  0.99995629   -0 27 05.6
 GC0672;SPC TN       -   630,145.77  1,740,529.21   sFT  0.99995629   -0 27 05.6
 GC0672;UTM  16      - 3,990,849.771   520,595.440   MT  0.99960523   +0 08 04.6
 GC0672
 GC0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0672!SPC TN       -   0.99997237  x   0.99995629  =   0.99992866
 GC0672!UTM  16      -   0.99997237  x   0.99960523  =   0.99957761
 GC0672
 GC0672|---------------------------------------------------------------------|
 GC0672| PID    Reference Object                     Distance      Geod. Az  |
 GC0672|                                                           dddmmss.s |
 GC0672| GC0673 HAILEY RM 2                          24.022 METERS 00341     |
 GC0672| GC0675 HAILEY AZ MK                        APPROX. 0.8 KM 2005322.4 |
 GC0672| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX. 5.6 KM 2525911.9 |
 GC0672| GC0674 HAILEY RM 1                          17.342 METERS 28448     |
 GC0672|---------------------------------------------------------------------|
 GC0672
 GC0672                          SUPERSEDED SURVEY CONTROL
 GC0672
 GC0672  NAD 83(1995)-  36 03 43.21486(N)    086 46 16.70651(W) AD(       ) 2
 GC0672  NAD 83(1995)-  36 03 43.21593(N)    086 46 16.70599(W) AD(       ) 2
 GC0672  NAD 83(1986)-  36 03 43.22272(N)    086 46 16.70762(W) AD(       ) 2
 GC0672  NAD 27      -  36 03 43.00770(N)    086 46 16.70870(W) AD(       ) 2
 GC0672  NGVD 29 (??/??/92)  205.127  (m)          672.99   (f) ADJ UNCH    2 0
 GC0672
 GC0672.Superseded values are not recommended for survey control.
 GC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0672.See file dsdata.txt to determine how the superseded data were derived.
 GC0672
 GC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2059590850(NAD 83)
 GC0672_MARKER: DE = TRAVERSE STATION DISK
 GC0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0672_STAMPING: HAILEY 1960
 GC0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0672+STABILITY: SURFACE MOTION
 GC0672
 GC0672  HISTORY     - Date     Condition        Report By
 GC0672  HISTORY     - 1960     MONUMENTED       CGS
 GC0672  HISTORY     - 1960     GOOD             CGS
 GC0672
 GC0672                          STATION DESCRIPTION
 GC0672
 GC0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 GC0672'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. L.W. HAILEY, 6 MILES
 GC0672'SOUTH OF NASHVILLE, 2 MILES NORTH OF BRENTWOOD AND 0.15 MILE
 GC0672'EAST OF U.S. HIGHWAY 31.
 GC0672'
 GC0672'TO REACH THE STATION FROM THE BRENTWOOD POST OFFICE, GO NORTH ON U.S.
 GC0672'HIGHWAY 31 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 GC0672'CONTINUE NORTH FOR 0.5 MILE TO A NARROW PRIVATE ROAD RIGHT, TURN
 GC0672'RIGHT, EAST, FOR 0.15 MILE TO END OF ROAD AND STATION ON THE LEFT.
 GC0672'
 GC0672'THE STATION MARK IS STAMPED HAILEY 1960 AND IS SET FLUSH.  IT IS 53
 GC0672'FEET WEST OF A FENCE CORNER POST, 19 FEET EAST OF
 GC0672'THE EAST GATE POST, 3 FEET
 GC0672'WEST-NORTHWEST OF A WITNESS SIGN AND 1 FOOT NORTH OF A FENCE.
 GC0672'
 GC0672'REFERENCE MARK NO. 1 IS STAMPED HAILEY NO 1 1960 AND IS SET FLUSH.
 GC0672'IT IS 29 FEET WEST OF THE WEST GATE POST, 3 FEET EAST-SOUTHEAST
 GC0672'OF A 14-INCH TREE AND 2 FEET NORTH OF A FENCE.
 GC0672'
 GC0672'REFERENCE MARK NO. 2 IS STAMPED HAILEY NO 2 1960 AND IS SET FLUSH.
 GC0672'IT IS 79 FEET NORTH OF THE EAST GATE POST AND 6 INCHES WEST OF
 GC0672'THE SOUTHWEST CORNER OF A BARN.
 GC0672'
 GC0672'THE AZIMUTH MARK IS STAMPED HAILEY 1960 AND IS SET FLUSH.  IT IS 63
 GC0672'FEET EAST OF THE CENTER OF U.S. HIGHWAY 31, 52 FEET SOUTHWEST OF A
 GC0672'TELEPHONE POLE, 10 FEET NORTH-NORTHWEST OF A TELEPHONE LINE GUY POLE
 GC0672'AND 4 FEET NORTH-NORTHWEST OF A WITNESS SIGN.
 GC0672'
 GC0672'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GC0672'
 GC0672'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GC0672
 GC0672                          STATION RECOVERY (1960)
 GC0672
 GC0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0672'2.2 MI N FROM BRENTWOOD.
 GC0672'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0672'HIGHWAY 31, THEN 1.55 MILE NORTH ON WILSON PIKE ROAD, THEN
 GC0672'0.6 MILE NORTH ON THE L. AND N. RAILROAD TO A FARM HOUSE ON THE
 GC0672'THE STATION MARK IS 53 FT. WEST OF A FENCE CORNER POST, 19 FT.
 GC0672'EAST OF THE EAST GATE POST, 3 FT. WEST-NORTHWEST OF A WITNESS
 GC0672'SIGN AND 1 FT. NORTH OF A FENCE.  THE MARK IS ABOUT 200 FT. WEST
 GC0672'OF THE RAILROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0672'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0675 ***********************************************************************
 GC0675  DESIGNATION -  HAILEY AZ MK
 GC0675  PID         -  GC0675
 GC0675  STATE/COUNTY-  TN/DAVIDSON
 GC0675  USGS QUAD   -  OAK HILL (1968)
 GC0675
 GC0675                         *CURRENT SURVEY CONTROL
 GC0675  ___________________________________________________________________
 GC0675* NAD 83(1995)-  36 03 17.69414(N)    086 46 28.69838(W)     ADJUSTED  
 GC0675* NAVD 88     -       209.465  (meters)     687.22   (feet)  ADJUSTED  
 GC0675  ___________________________________________________________________
 GC0675  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GC0675  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GC0675  DYNAMIC HT  -         209.283 (meters)     686.62  (feet)  COMP
 GC0675  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GC0675
 GC0675  HORZ ORDER  -  SECOND
 GC0675  VERT ORDER  -  SECOND    CLASS 0
 GC0675
 GC0675.The horizontal coordinates were established by classical geodetic methods
 GC0675.and adjusted by the National Geodetic Survey in April 1999..
 GC0675
 GC0675.The orthometric height was determined by differential leveling
 GC0675.and adjusted by the National Geodetic Survey in June 1991..
 GC0675
 GC0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0675
 GC0675.The geoid height was determined by GEOID03.
 GC0675
 GC0675.The dynamic height is computed by dividing the NAVD 88
 GC0675.geopotential number by the normal gravity value computed on the
 GC0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0675.degrees latitude (g = 980.6199 gals.).
 GC0675
 GC0675.The modeled gravity was interpolated from observed gravity values.
 GC0675
 GC0675;                    North         East     Units Scale Factor Converg.
 GC0675;SPC TN       -   191,284.718   530,208.010   MT  0.99995580   -0 27 12.6
 GC0675;SPC TN       -   627,573.28  1,739,524.11   sFT  0.99995580   -0 27 12.6
 GC0675;UTM  16      - 3,990,062.856   520,297.227   MT  0.99960508   +0 07 57.5
 GC0675
 GC0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0675!SPC TN       -   0.99997169  x   0.99995580  =   0.99992749
 GC0675!UTM  16      -   0.99997169  x   0.99960508  =   0.99957678
 GC0675
 GC0675:                Primary Azimuth Mark                     Grid Az
 GC0675:SPC TN       -  HAILEY                                   021 20 27.9
 GC0675:UTM  16      -  HAILEY                                   020 45 17.8
 GC0675
 GC0675|---------------------------------------------------------------------|
 GC0675| PID    Reference Object                     Distance      Geod. Az  |
 GC0675|                                                           dddmmss.s |
 GC0675| GC0672 HAILEY                              APPROX. 0.8 KM 0205315.3 |
 GC0675|---------------------------------------------------------------------|
 GC0675
 GC0675                          SUPERSEDED SURVEY CONTROL
 GC0675
 GC0675  NAD 83(1995)-  36 03 17.69673(N)    086 46 28.70015(W) AD(       ) 2
 GC0675  NAD 83(1995)-  36 03 17.69774(N)    086 46 28.69965(W) AD(       ) 2
 GC0675  NAD 83(1986)-  36 03 17.70478(N)    086 46 28.70119(W) AD(       ) 2
 GC0675  NAD 27      -  36 03 17.48680(N)    086 46 28.70290(W) AD(       ) 2
 GC0675  NGVD 29 (??/??/92)  209.476  (m)          687.26   (f) ADJ UNCH    2 0
 GC0675
 GC0675.Superseded values are not recommended for survey control.
 GC0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0675.See file dsdata.txt to determine how the superseded data were derived.
 GC0675
 GC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2029790063(NAD 83)
 GC0675_MARKER: DZ = AZIMUTH MARK DISK
 GC0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0675_STAMPING: HAILEY 1960
 GC0675_MARK LOGO: CGS   
 GC0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0675+STABILITY: SURFACE MOTION
 GC0675
 GC0675  HISTORY     - Date     Condition        Report By
 GC0675  HISTORY     - 1960     MONUMENTED       CGS
 GC0675
 GC0675                          STATION DESCRIPTION
 GC0675
 GC0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0675'1.6 MI N FROM BRENTWOOD.
 GC0675'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0675'HIGHWAY 31, THEN 1.55 MILE NORTH ON WILSON PIKE ROAD TO THE
 GC0675'INTERSECTION OF U.S. HIGHWAY 31.  THE AZIMUTH MARK IS 63 FT.
 GC0675'EAST OF THE CENTER OF U.S. HIGHWAY 31, 52 FT. SOUTHWEST OF A
 GC0675'TELEPHONE POLE, 10 FT. NORTH-NORTHWEST OF A TELEPHONE LINE GUY
 GC0675'POLE, AND 4 FT. NORTH-NORTHWEST OF A WITNESS SIGN.  THE DISK
 GC0675'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND
 GC0675'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0674 ***********************************************************************
 GC0674  DESIGNATION -  HAILEY RM 1
 GC0674  PID         -  GC0674
 GC0674  STATE/COUNTY-  TN/DAVIDSON
 GC0674  USGS QUAD   -  OAK HILL (1968)
 GC0674
 GC0674                         *CURRENT SURVEY CONTROL
 GC0674  ___________________________________________________________________
 GC0674* NAD 83(1986)-  36 03 43.     (N)    086 46 16.     (W)     SCALED    
 GC0674* NAVD 88     -       205.707  (meters)     674.89   (feet)  ADJUSTED  
 GC0674  ___________________________________________________________________
 GC0674  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0674  DYNAMIC HT  -         205.529 (meters)     674.31  (feet)  COMP
 GC0674  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC0674
 GC0674  VERT ORDER  -  SECOND    CLASS 0
 GC0674
 GC0674.The horizontal coordinates were scaled from a topographic map and have
 GC0674.an estimated accuracy of +/- 6 seconds.
 GC0674
 GC0674.The orthometric height was determined by differential leveling
 GC0674.and adjusted by the National Geodetic Survey in June 1991..
 GC0674
 GC0674.The geoid height was determined by GEOID03.
 GC0674
 GC0674.The dynamic height is computed by dividing the NAVD 88
 GC0674.geopotential number by the normal gravity value computed on the
 GC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0674.degrees latitude (g = 980.6199 gals.).
 GC0674
 GC0674.The modeled gravity was interpolated from observed gravity values.
 GC0674
 GC0674;                    North         East    Units  Estimated Accuracy
 GC0674;SPC TN       -   192,060.      530,530.      MT  (+/- 180 meters Scaled)
 GC0674
 GC0674                          SUPERSEDED SURVEY CONTROL
 GC0674
 GC0674  NGVD 29 (??/??/92)  205.720  (m)          674.93   (f) ADJ UNCH    2 0
 GC0674
 GC0674.Superseded values are not recommended for survey control.
 GC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0674.See file dsdata.txt to determine how the superseded data were derived.
 GC0674
 GC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE206908(NAD 83)
 GC0674_MARKER: DR = REFERENCE MARK DISK
 GC0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0674_STAMPING: HAILEY NO 1 1960
 GC0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0674+STABILITY: SURFACE MOTION
 GC0674
 GC0674  HISTORY     - Date     Condition        Report By
 GC0674  HISTORY     - 1960     MONUMENTED       CGS
 GC0674
 GC0674                          STATION DESCRIPTION
 GC0674
 GC0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0674'2.2 MI N FROM BRENTWOOD.
 GC0674'THIS MARK IS LOCATED AT THE HAILEY 1960 STATION SITE, 57 FT.
 GC0674'WEST-NORTHWEST OF THE STATION MARK, 29 FT. WEST OF THE WEST
 GC0674'GATE POST, 3 FT. EAST-SOUTHEAST OF A 14-INCH TREE AND 2 FT.
 GC0674'NORTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0674'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0673 ***********************************************************************
 GC0673  DESIGNATION -  HAILEY RM 2
 GC0673  PID         -  GC0673
 GC0673  STATE/COUNTY-  TN/DAVIDSON
 GC0673  USGS QUAD   -  OAK HILL (1968)
 GC0673
 GC0673                         *CURRENT SURVEY CONTROL
 GC0673  ___________________________________________________________________
 GC0673* NAD 83(1986)-  36 03 43.     (N)    086 46 16.     (W)     SCALED    
 GC0673* NAVD 88     -       204.860  (meters)     672.11   (feet)  ADJUSTED  
 GC0673  ___________________________________________________________________
 GC0673  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC0673  DYNAMIC HT  -         204.683 (meters)     671.53  (feet)  COMP
 GC0673  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC0673
 GC0673  VERT ORDER  -  SECOND    CLASS 0
 GC0673
 GC0673.The horizontal coordinates were scaled from a topographic map and have
 GC0673.an estimated accuracy of +/- 6 seconds.
 GC0673
 GC0673.The orthometric height was determined by differential leveling
 GC0673.and adjusted by the National Geodetic Survey in June 1991..
 GC0673
 GC0673.The geoid height was determined by GEOID03.
 GC0673
 GC0673.The dynamic height is computed by dividing the NAVD 88
 GC0673.geopotential number by the normal gravity value computed on the
 GC0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0673.degrees latitude (g = 980.6199 gals.).
 GC0673
 GC0673.The modeled gravity was interpolated from observed gravity values.
 GC0673
 GC0673;                    North         East    Units  Estimated Accuracy
 GC0673;SPC TN       -   192,060.      530,530.      MT  (+/- 180 meters Scaled)
 GC0673
 GC0673                          SUPERSEDED SURVEY CONTROL
 GC0673
 GC0673  NGVD 29 (??/??/92)  204.873  (m)          672.15   (f) ADJ UNCH    2 0
 GC0673
 GC0673.Superseded values are not recommended for survey control.
 GC0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0673.See file dsdata.txt to determine how the superseded data were derived.
 GC0673
 GC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE206908(NAD 83)
 GC0673_MARKER: DR = REFERENCE MARK DISK
 GC0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0673_STAMPING: HAILEY NO 2 1960
 GC0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0673+STABILITY: SURFACE MOTION
 GC0673
 GC0673  HISTORY     - Date     Condition        Report By
 GC0673  HISTORY     - 1960     MONUMENTED       CGS
 GC0673
 GC0673                          STATION DESCRIPTION
 GC0673
 GC0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0673'2.2 MI N FROM BRENTWOOD.
 GC0673'THIS MARK IS LOCATED AT THE HAILEY 1960 STATION SITE, 79 FT.
 GC0673'NORTH OF THE STATION MARK, 79 FT. NORTH OF THE EAST GATE POST
 GC0673'AND 0.5 FT. WEST OF THE SOUTHWEST CORNER OF A BARN.  THE DISK
 GC0673'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1444 ***********************************************************************
 FC1444  DESIGNATION -  HALE
 FC1444  PID         -  FC1444
 FC1444  STATE/COUNTY-  TN/MARION
 FC1444  USGS QUAD   -  SEQUATCHIE (1982)
 FC1444
 FC1444                         *CURRENT SURVEY CONTROL
 FC1444  ___________________________________________________________________
 FC1444* NAD 83(1995)-  35 01 44.51678(N)    085 32 54.70847(W)     ADJUSTED  
 FC1444* NAVD 88     -       211.653  (meters)     694.40   (feet)  ADJUSTED  
 FC1444  ___________________________________________________________________
 FC1444  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FC1444  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1444  DYNAMIC HT  -         211.448 (meters)     693.73  (feet)  COMP
 FC1444  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC1444
 FC1444  HORZ ORDER  -  SECOND
 FC1444  VERT ORDER  -  SECOND    CLASS 0
 FC1444
 FC1444.The horizontal coordinates were established by classical geodetic methods
 FC1444.and adjusted by the National Geodetic Survey in April 1999..
 FC1444
 FC1444.The orthometric height was determined by differential leveling
 FC1444.and adjusted by the National Geodetic Survey in June 1991..
 FC1444
 FC1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1444
 FC1444.The geoid height was determined by GEOID03.
 FC1444
 FC1444.The dynamic height is computed by dividing the NAVD 88
 FC1444.geopotential number by the normal gravity value computed on the
 FC1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1444.degrees latitude (g = 980.6199 gals.).
 FC1444
 FC1444.The modeled gravity was interpolated from observed gravity values.
 FC1444
 FC1444;                    North         East     Units Scale Factor Converg.
 FC1444;SPC TN       -    77,284.204   641,201.059   MT  1.00004634   +0 15 51.5
 FC1444;SPC TN       -   253,556.59  2,103,673.81   sFT  1.00004634   +0 15 51.5
 FC1444;UTM  16      - 3,877,225.439   632,407.100   MT  0.99981607   +0 49 59.7
 FC1444
 FC1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1444!SPC TN       -   0.99997135  x   1.00004634  =   1.00001769
 FC1444!UTM  16      -   0.99997135  x   0.99981607  =   0.99978742
 FC1444
 FC1444|---------------------------------------------------------------------|
 FC1444| PID    Reference Object                     Distance      Geod. Az  |
 FC1444|                                                           dddmmss.s |
 FC1444| FC1443 HALE RM 1                            10.807 METERS 01603     |
 FC1444| CG5957 HALE RM 4 AZIMUTH                                  1005816.2 |
 FC1444| CG5955 RT 16 HA                                           1060651.8 |
 FC1444| CG5956 HALE RM 3                             8.014 METERS 18719     |
 FC1444| FC1442 HALE RM 2                             6.091 METERS 29403     |
 FC1444|---------------------------------------------------------------------|
 FC1444
 FC1444                          SUPERSEDED SURVEY CONTROL
 FC1444
 FC1444  NAD 83(1995)-  35 01 44.51699(N)    085 32 54.70851(W) AD(       ) 2
 FC1444  NAD 83(1995)-  35 01 44.51738(N)    085 32 54.71008(W) AD(       ) 2
 FC1444  NAD 83(1995)-  35 01 44.51865(N)    085 32 54.70777(W) AD(       ) 2
 FC1444  NAD 83(1986)-  35 01 44.51889(N)    085 32 54.70759(W) AD(       ) 2
 FC1444  NAD 27      -  35 01 44.24210(N)    085 32 54.83800(W) AD(       ) 2
 FC1444  NGVD 29 (??/??/92)  211.653  (m)          694.40   (f) ADJ UNCH    2 0
 FC1444
 FC1444.Superseded values are not recommended for survey control.
 FC1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1444.See file dsdata.txt to determine how the superseded data were derived.
 FC1444
 FC1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3240777225(NAD 83)
 FC1444_MARKER: DR = REFERENCE MARK DISK
 FC1444_SETTING: 66 = SET IN ROCK OUTCROP
 FC1444_SP_SET: BEDROCK
 FC1444_STAMPING: HALE 1962
 FC1444_MARK LOGO: CGS   
 FC1444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1444+STABILITY: POSITION/ELEVATION WELL
 FC1444
 FC1444  HISTORY     - Date     Condition        Report By
 FC1444  HISTORY     - 1962     MONUMENTED       CGS
 FC1444  HISTORY     - 1970     MARK NOT FOUND   TVA
 FC1444  HISTORY     - 1972     GOOD             NGS
 FC1444  HISTORY     - 1972     GOOD             NGS
 FC1444  HISTORY     - 1983     GOOD             USPSQD
 FC1444
 FC1444                          STATION DESCRIPTION
 FC1444
 FC1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1444'THE STATION IS LOCATED ABOUT 0.6 MILE WEST OF GUILD, NORTH OF U. S.
 FC1444'HIGHWAY 41 AND NEAR THE WEST END OF THE MARION MEMORIAL BRIDGE
 FC1444'ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 FC1444'
 FC1444'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41, 72 AND 64
 FC1444'AND STATE HIGHWAY 134 IN GUILD, GO WESTERLY ON U. S. HIGHWAY
 FC1444'41, 72 AND 64 FOR 0.6 MILE TO THE WEST END OF THE MARION MEMORIAL
 FC1444'BRIDGE AND THE STATION ON THE RIGHT.
 FC1444'
 FC1444'THE STATION MARK IS 69 FEET NORTH OF THE TENNESSEE HISTORICAL MARKER,
 FC1444'2 B5 RUNNING WATERTOWN, 57 FEET NORTHWEST OF THE NORTHEWEST
 FC1444'CORNER OF THE MARION MEMORIAL BRIDGE, 39 FEET SOUTH OF A 12-INCH
 FC1444'CEDAR TREE, AND 16 FEET NORTH OF THE EDGE OF BLUFF.  IT IS A
 FC1444'STANDARD TRAVERSE DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 FC1444'BEDROCK, FLUSH AND IS STAMPED HALE 1962.
 FC1444'
 FC1444'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF A 12-INCH CEDAR TREE AND
 FC1444'ABOUT 5 FEET HIGHER THAN THE STATION ELEVATION.  IT IS A
 FC1444'STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK,
 FC1444'FLUSH AND IS STAMPED HALE NO 1 1962.
 FC1444'
 FC1444'REFERENCE MARK NO. 2 IS 22 FEET SOUTHEAST OF A 20-INCH ELM TREE, 16
 FC1444'FEET NORTH OF THE EDGE OF BLUFF AND ABOUT THE SAME
 FC1444'ELEVATION AS THE STATION MARK.  IT IS A STANDARD DISK CEMENTED IN A
 FC1444'DRILLED HOLE IN OUTCROPPING BEDROCK, FLUSH AND IS STAMPED HALE
 FC1444'NO 2 1962.
 FC1444'
 FC1444'THE AZIMUTH MARK IS 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FC1444'HOUSE, 48 FEET NORTH OF POWER LINE POLE NO. 30, 15.6 FEET WEST
 FC1444'OF THE WEST RAIL OF RAILROAD TRACKS, AND 1.2 FEET WEST OF A T.V.A.
 FC1444'METAL WITNESS POST.  IT IS A TENNESSEE VALLEY AUTHORITY DISK SET IN A
 FC1444'6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 FOOT AND IS STAMPED
 FC1444'RT 16 HA 1935.
 FC1444'
 FC1444'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FC1444
 FC1444                          STATION RECOVERY (1970)
 FC1444
 FC1444'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1970
 FC1444'STATION AND RM 2 NOT FOUND.  BELIEVED DESTROYED.  DOZER WORK DONE IN
 FC1444'THIS AREA.
 FC1444
 FC1444                          STATION RECOVERY (1972)
 FC1444
 FC1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FC1444'AFTER A LENGTHY SEARCH, THE STATION MARK AND REFERENCE MARK NO. 1
 FC1444'WERE RECOVERED AND FOUND IN APPARENT GOOD CONDITION.  THE DISK FOR
 FC1444'REFERENCE MARK NO. 2 WAS REPORTED DESTROYED AND FOUND BY MR. GLEN B.
 FC1444'STINER OF THE T.V.A. MAPS AND SURVEYS SECTION, AND THE DISK
 FC1444'HAS NOT BEEN CLAIMED.  THE ORIGINAL AZIMUTH MARK RT 16 HA 1935 (TVA)
 FC1444'IS NOW COVERED BY ABOUT 15 FEET OF WATER IMPOUNDED BY THE
 FC1444'CONSTRUCTION OF NICKAJACK DAM ON THE TENNESSEE RIVER.  ORIGINALLY THE
 FC1444'STATION MARK DISK WAS CEMENTED IN A DRILL HOLE IN THE BEDROCK OF A
 FC1444'LARGE ROCK LEDGE ABOUT 15 FEET ABOVE THE LEVEL OF U. S.
 FC1444'HIGHWAYS 41, 64 AND 72, AND NEAR THE WEST END OF THE MARION MEMORIAL
 FC1444'BRIDGE SPANNING THE TENNESSEE RIVER.  DUE TO THE
 FC1444'BUILDING OF NICKAJACK DAM ON THE RIVER, IT WAS NECESSARY TO RAISE THE
 FC1444'ORIGINAL BRIDGE SPAN BY ABOUT 20 FEET TO PERMIT NAVIGATION.
 FC1444'IN SO DOING, THE APPROACHES FOR THE BRIDGE WERE RAISED ACCORDINGLY,
 FC1444'AND THE ROCK LEDGE WHERE THE STATION IS LOCATED IS ABOUT
 FC1444'4 FEET BELOW THE LEVEL OF THE HIGHWAYS, AND THE STATION MARK IS NOW
 FC1444'COVERED WITH ABOUT 16-INCHES OF COMPACTED FILL.  AS THE
 FC1444'STATION COULD NOT BE LOWERED OR MOVED, A 16-INCH, ROUND,
 FC1444'CONCRETE WATER METER BOX WITH A METAL COVER WAS OBTAINED, CENTERED
 FC1444'OVER THE MARK AND FIRMLY TAMPED AROUND, AND THE ORIGINAL MARK
 FC1444'IS STILL AVAILABLE FOR USE.  A NEW REFERENCE MARK NO. 3 WAS
 FC1444'ESTABLISHED USING A T.V.A. DISK SET IN THE NORTHWEST CORNER OF
 FC1444'THE BRIDGE ABUTMENT, AND A NEW REFERENCE MARK NO. 4 (AZIMUTH MARK)
 FC1444'WAS SET.  WITH CONSIDERABLE CLEARING ON BOTH ENDS, TRAVERSE
 FC1444'STATION GUILD 1962 WAS MADE VISIBLE, AFTER WHICH THE STATION WAS
 FC1444'OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED UPON ALL MARKS.
 FC1444'IN CHECKING THE HORIZONTAL ANGLE OBSERVED THIS DATE BETWEEN GUILD
 FC1444'1962 AND REFERENCE MARK NO. 1 AGAINST THE 1962 OBSERVATIONS,
 FC1444'THE ANGLE FELL WELL WITHIN THE REQUIRED LIMITS.  IN CHECKING THE
 FC1444'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND REFERENCE MARK
 FC1444'NO. 1 A DISCREPANCY OF MINUS 0.02 OF A FOOT WAS NOTED.
 FC1444'
 FC1444'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1444'
 FC1444'THE STATION IS LOCATED ABOUT 0.75 OF A MILE WEST OF THE SMALL
 FC1444'COMMUNITY OF HALETOWN, ABOUT 0.6 OF A MILE WEST OF THE
 FC1444'INTERSECTION OF U. S. HIGHWAYS 41, 64 AND 72 AND STATE ROUTES 134 AND
 FC1444'156, NEAR THE WEST END OF THE MARION MEMORIAL BRIDGE ACROSS THE
 FC1444'NICKAJACK DAM OF THE TENNESSEE
 FC1444'RIVER, AND IS ABOUT 4 FEET BELOW THE
 FC1444'LEVEL OF THE HIGHWAYS.
 FC1444'
 FC1444'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL COMMUNITY OF
 FC1444'HALETOWN (GUILD P.O.), GO SOUTHWESTERLY ON U. S.  HIGHWAYS 41, 64
 FC1444'AND 72 FOR 0.25 OF A MILE TO THE JUNCTION OF STATE ROUTES 134 AND 156
 FC1444'ON THE LEFT, AND THE AZIMUTH MARK ON THE LEFT.
 FC1444'HERE CONTINUE WESTERLY ON U. S. HIGHWAYS 41, 64 AND 72 FOR 0.6 OF A
 FC1444'MILE, CROSSING THE NICKAJACK DAM IMPOUNDMENT ON THE TENNESSEE
 FC1444'RIVER, TO THE WEST END OF THE MARION MEMORIAL BRIDGE AND THE STATION
 FC1444'ON THE RIGHT.
 FC1444'
 FC1444'THE STATION IS 54 FEET EAST OF A TENNESSEE HISTORICAL COMMISSION SIGN
 FC1444'2B5 RUNNING WATER TOWN, 38 FEET NORTH OF THE APPROXIMATE CENTER
 FC1444'OF U. S. HIGHWAYS 41, 64 AND 72, 25.7 FEET NORTH OF THE NORTHWEST
 FC1444'CORNER OF THE WEST END OF THE MARION MEMORIAL BRIDGE, 23.5 FEET
 FC1444'SOUTHWEST OF A GUYED, TELEPHONE CABLE RISER POLE, 11.8 FEET WEST OF
 FC1444'THE NORTHEAST CORNER OF A CONCRETE DRAIN, 2.0 FEET NORTH OF THE
 FC1444'NORTH EDGE OF THE CONCRETE DRAIN, AND 1.5 FEET EAST OF A METAL
 FC1444'WITNESS POST AND SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 FC1444'HOLE IN OUTCROPPING BEDROCK ABOUT 16 INCHES BELOW THE
 FC1444'GROUND SURFACE AND IS SURROUNDED BY A 16-INCH, ROUND, CONCRETE WATER
 FC1444'METER BOX WITH A METAL LID, WHICH PROJECTS ABOUT 2 INCHES,
 FC1444'AND THE DISK IS STAMPED HALE 1962.
 FC1444'
 FC1444'REFERENCE MARK NO. 1 IS 7O FEET NORTH OF THE APPROXIMATE CENTER OF U.
 FC1444'S. HIGHWAYS 41, 64 AND 72, 73 FEET NORTHEAST OF THE TENNESSEE
 FC1444'HISTORICAL COMMISSION SIGN 2B5, 61 FEET NORTH OF THE NORTHWEST CORNER
 FC1444'OF THE METAL BANISTER ANCHOR BLOCK AT THE WEST END OF THE MARION
 FC1444'MEMORIAL BRIDGE, 22 FEET NORTHWEST OF THE GUYED, TELEPHONE CABLE
 FC1444'RISER POLE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAYS.
 FC1444'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK
 FC1444'OUTCROP AND THE DISK IS STAMPED HALE NO 1 1962.
 FC1444'
 FC1444'REFERENCE MARK NO. 3 IS A TENNESSEE VALLEY AUTHORITY SURVEY MARKER
 FC1444'DISK SET IN THE CONCRETE ANCHOR BLOCK FOR THE METAL BANISTER
 FC1444'ON THE NORTH SIDE OF THE WEST END OF THE MARION MEMORIAL BRIDGE, 56
 FC1444'FEET EAST-SOUTHEAST OF THE TENNESSEE HISTORICAL COMMISSION
 FC1444'SIGN 2B5, 45 FEET SOUTH-SOUTHWEST OF THE GUYED, TELEPHONE CABLE RISER
 FC1444'POLE, AND 12 FEET NORTH OF THE APPROXIMATE CENTER OF U. S.
 FC1444'HIGHWAYS 41, 64 AND 72.  AN ARROW WAS CHISELED INTO THIS MARK
 FC1444'POINTING TO THE STATION MARK AND THE DISK WAS STAMPED HALE 1962
 FC1444'NO 3 1972.  NOTE-PERMISSION WAS OBTAINED FROM
 FC1444'TENNESSEE VALLEY AUTHORITY OFFICIALS TO STAMP THE DISK.
 FC1444'
 FC1444'THE COMPUTED HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FC1444'REFERENCE MARK NO. 3 IS 61.57 FEET - 18.767 METERS.
 FC1444'
 FC1444'REFERENCE MARK NO. 4 (AZIMUTH MARK) IS ABOUT 0.6 OF A MILE EAST OF
 FC1444'THE STATION, 135 FEET SOUTH-SOUTHWEST AND ACROSS U. S. HIGHWAYS
 FC1444'41, 64 AND 72 FROM GUYED UTILITY POLE NO 852, 100 FEET SOUTHEAST AND
 FC1444'ACROSS U. S. HIGHWAYS 41, 64 AND 72 FROM A GUYED POWERLINE POLE,
 FC1444'38 FEET SOUTH OF THE APPROXIMATE CENTER OF U. S. HIGHWAYS 41, 64 AND
 FC1444'72, 17 FEET EAST OF THE APPROXIMATE CENTER STATE ROUTES 134
 FC1444'AND 156, 17 FEET NORTH OF THE NORTHWEST CORNER OF A LARGE METAL WATER
 FC1444'VALVE COVER, AND IN THE TOP OF THE WEST CONCRETE CURB OF THE EAST
 FC1444'DIVIDER ISLAND OF THE INTERSECTION.  IT IS A STANDARD DISK
 FC1444'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURB AND THE DISK
 FC1444'IS STAMPED HALE 1962 NO 4 1972.
 FC1444'
 FC1444'ALL MARKS AT THE IMMEDIATE STATION SITE WERE BENCH MARKS.  THE
 FC1444'ELEVATION BETWEEN THE STATION MARK AND REFERENCE MARK NO. 1 WAS
 FC1444'NOT CHECKED AT THIS VISIT, AND AN ELEVATION WAS NOT TRANSFERRED TO
 FC1444'THE NEW REFERENCE MARK NO. 3 THIS WILL BE ACCOMPLISHED AT A
 FC1444'FUTURE DATE, AT WHICH TIME BENCH MARK RECOVERIES WILL BE SUBMITTED.
 FC1444'
 FC1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 0.75 MILE WEST
 FC1444'OF HALETOWN.
 FC1444
 FC1444                          STATION RECOVERY (1972)
 FC1444
 FC1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC1444'0.8 MI W FROM HALETOWN.
 FC1444'THIS MARK WAS RECOVERED AND FOUND IN APPARENT GOOD CONDITION.
 FC1444'THE MARK IS AT THE HALE 1962 TRAVERSE STATION SITE, ABOUT 0.6 OF
 FC1444'A MILE WEST OF THE INTERSECTION OF U.S. HIGHWAYS 41, 64 AND 72
 FC1444'AND STATE ROUTES 134 AND 156, AND NEAR THE WEST END OF THE MARION
 FC1444'MEMORIAL BRIDGE SPANNING THE NICKAJACK DAM ON THE TENNESSEE RIVER.
 FC1444'TO REACH FROM THE POST OFFICE IN THE SMALL COMMUNITY OF HALETOWN
 FC1444'(GUILD P.O.), GO SOUTHWESTERLY ON U.S. HIGHWAYS 41, 64 AND 72
 FC1444'FOR 0.25 OF A MILE TO THE JUNCTION OF STATE ROUTES 134 AND 156
 FC1444'ON THE LEFT, CONTINUE WESTERLY ON U.S. HIGHWAYS 41, 64 AND 72
 FC1444'FOR 0.6 OF A MILE TO THE WEST END OF THE MARION MEMORIAL BRIDGE
 FC1444'AND THE MARK ON THE RIGHT, 54 FEET EAST OF A TENNESSEE HISTORICAL
 FC1444'COMMISSION SING 2B5 RUNNING WATER TOWN, 38 FEET NORTH OF THE
 FC1444'APPROXIMATE CENTER OF U.S. HIGHWAYS 41, 64 AND 72, 25.7 FEET
 FC1444'NORTH OF THE NORTHWEST CORNER OF THE WEST END OF THE BRIDGE, 23.5
 FC1444'FEET WEST OF A GUYED, TELEPHONE CABLE RISER POLE, 11.8 FEET WEST OF
 FC1444'THE NORTHWEST CORNER OF A CONCRETE DRAIN, 2.0 FEET NORTH OF THE
 FC1444'NORTH EDGE OF THE CONCRETE DRAIN, AND 1.5 FEET EAST OF A METAL
 FC1444'WITNESS POST AND SIGN.  IT IS A STANDARD TRAVERSE STATION DISK
 FC1444'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 16 INCHES
 FC1444'BELOW THE GROUND SURFACE AND IS SURROUNDED BY A 16-INCH, ROUND,
 FC1444'CONCRETE WATER METER BOX WITH A METAL LID, WHICH PROJECTS ABOUT
 FC1444'2 INCHES, AND THE DISK IS STAMPED HALE 1962.
 FC1444
 FC1444                          STATION RECOVERY (1983)
 FC1444
 FC1444'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3389 ***********************************************************************
 GA3389  DESIGNATION -  HALE
 GA3389  PID         -  GA3389
 GA3389  STATE/COUNTY-  TN/WASHINGTON
 GA3389  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA3389
 GA3389                         *CURRENT SURVEY CONTROL
 GA3389  ___________________________________________________________________
 GA3389* NAD 83(1995)-  36 25 19.24954(N)    082 34 30.78457(W)     ADJUSTED  
 GA3389* NAVD 88     -       594.3    (meters)    1950.     (feet)  VERTCON   
 GA3389  ___________________________________________________________________
 GA3389  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GA3389  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA3389
 GA3389  HORZ ORDER  -  SECOND
 GA3389
 GA3389.The horizontal coordinates were established by classical geodetic methods
 GA3389.and adjusted by the National Geodetic Survey in April 1999..
 GA3389
 GA3389.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3389
 GA3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3389
 GA3389.The geoid height was determined by GEOID03.
 GA3389
 GA3389;                    North         East     Units Scale Factor Converg.
 GA3389;SPC TN       -   237,115.449   907,075.011   MT  1.00000095   +2 00 18.0
 GA3389;SPC TN       -   777,936.27  2,975,961.93   sFT  1.00000095   +2 00 18.0
 GA3389;UTM  17      - 4,031,910.316   358,784.312   MT  0.99984570   -0 56 07.5
 GA3389
 GA3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3389!SPC TN       -   0.99991167  x   1.00000095  =   0.99991262
 GA3389!UTM  17      -   0.99991167  x   0.99984570  =   0.99975739
 GA3389
 GA3389|---------------------------------------------------------------------|
 GA3389| PID    Reference Object                     Distance      Geod. Az  |
 GA3389|                                                           dddmmss.s |
 GA3389| DB9900 HALE RM 1                            24.472 METERS 06505     |
 GA3389| DB9901 HALE RM 2                            26.049 METERS 24628     |
 GA3389| GA1088 HALE AZ MK                                         2525029.6 |
 GA3389|---------------------------------------------------------------------|
 GA3389
 GA3389                          SUPERSEDED SURVEY CONTROL
 GA3389
 GA3389  NAD 83(1995)-  36 25 19.25214(N)    082 34 30.78656(W) AD(       ) 2
 GA3389  NAD 83(1995)-  36 25 19.26197(N)    082 34 30.80351(W) AD(       ) 2
 GA3389  NAD 83(1995)-  36 25 19.25498(N)    082 34 30.78712(W) AD(       ) 2
 GA3389  NAD 83(1986)-  36 25 19.25751(N)    082 34 30.78880(W) AD(       ) 2
 GA3389  NAD 27      -  36 25 18.88790(N)    082 34 31.24910(W) AD(       ) 2
 GA3389  NGVD 29 (07/19/86)  594.4    (m)         1950.     (f) VERT ANG       
 GA3389
 GA3389.Superseded values are not recommended for survey control.
 GA3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3389.See file dsdata.txt to determine how the superseded data were derived.
 GA3389
 GA3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5878431910(NAD 83)
 GA3389_MARKER: DE = TRAVERSE STATION DISK
 GA3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3389
 GA3389  HISTORY     - Date     Condition        Report By
 GA3389  HISTORY     - 1961     MONUMENTED       CGS
 GA3389
 GA3389                          STATION DESCRIPTION
 GA3389
 GA3389'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3389'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF FALL BRANCH AND 3
 GA3389'MILES EAST OF HAWS
 GA3389'CROSSROAD ON A HIGH WOODED HILL, ON THE PROPERTY OF MR.
 GA3389'HALE.
 GA3389'
 GA3389'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND STATE
 GA3389'HIGHWAY 93 WHICH IS ABOUT 20
 GA3389'MILES NORTHEAST OF GREENEVILLE, GO NORTH ON STATE
 GA3389'HIGHWAY 81 FOR 1.7 MILES TO A
 GA3389'CROSSROAD AT THE FOOT OF A HILL, TURN
 GA3389'RIGHT, AND GO 2.45 MILES TO THE AZIMUTH MARK ON
 GA3389'THE LEFT, CONTINUE
 GA3389'STRAIGHT AHEAD FOR 0.4 MILE TO A WIRE GATE ON THE RIGHT, TURN
 GA3389'RIGHT THROUGH
 GA3389'GATE AND GO SOUTH ACROSS PASTURE FOR 0.15 MILE TO A WIRE
 GA3389'GATE, PASS THROUGH GATE
 GA3389'AND GO UP HILL FOR 0.05 MILE TO A WIRE GATE
 GA3389'ON THE LEFT, TURN LEFT THROUGH GATE AND GO
 GA3389'0.15 MILE TO THE TOP OF
 GA3389'HILL AND STATION.
 GA3389'
 GA3389'STATION MARK IS 25 FEET EAST OF A 20-INCH TRIANGLE BLAZED TREE AND
 GA3389'2.7 FEET SOUTHEAST OF A
 GA3389'WITNESS POST.  THE MARK IS A STANDARD TRAVERSE DISK,
 GA3389'FLUSH, AND IS STAMPED HALE 1961.
 GA3389'
 GA3389'REFERENCE MARK NO. 1 IS 8 FEET WEST OF A 15-INCH OAK TREE.  THE MARK
 GA3389'IS A STANDARD DISK,
 GA3389'FLUSH, AND IS STAMPED HALE NO 1 1961.
 GA3389'
 GA3389'REFERENCE MARK NO. 2 IS 61 FEET WEST OF A 20-INCH TRIANGLE BLAZED
 GA3389'TREE, 12 FEET NORTHWEST OF A
 GA3389'20-INCH OAK TREE, ON THE WEST SLOPE OF HILL ABOUT 4
 GA3389'FEET LOWER THAN THE STATION.  THE
 GA3389'MARK IS A STANDARD DISK, FLUSH, AND
 GA3389'IS STAMPED HALE NO 2 1961.
 GA3389'
 GA3389'AZIMUTH MARK IS 37 FEET WEST OF A T JUNCTION, 16 FEET NORTHWEST OF
 GA3389'THE CENTER OF A OILED
 GA3389'ROAD, 2.1 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT
 GA3389'SOUTHEAST OF A WIRE FENCE.
 GA3389'THE MARK IS A STANDARD DISK, FLUSH, AND
 GA3389'IS STAMPED HALE 1961.
 GA3389'
 GA3389'AZIMUTH MARK USED AS A BENCH MARK.
 GA3389'
 GA3389'HEIGHT OF LIGHT ABOVE STATION MARK - 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1088 ***********************************************************************
 GA1088  DESIGNATION -  HALE AZ MK
 GA1088  PID         -  GA1088
 GA1088  STATE/COUNTY-  TN/WASHINGTON
 GA1088  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA1088
 GA1088                         *CURRENT SURVEY CONTROL
 GA1088  ___________________________________________________________________
 GA1088* NAD 83(1986)-  36 25 12.     (N)    082 34 56.     (W)     SCALED    
 GA1088* NAVD 88     -       532.955  (meters)    1748.54   (feet)  ADJUSTED  
 GA1088  ___________________________________________________________________
 GA1088  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA1088  DYNAMIC HT  -         532.458 (meters)    1746.91  (feet)  COMP
 GA1088  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 GA1088
 GA1088  VERT ORDER  -  SECOND    CLASS 0
 GA1088
 GA1088.The horizontal coordinates were scaled from a topographic map and have
 GA1088.an estimated accuracy of +/- 6 seconds.
 GA1088
 GA1088.The orthometric height was determined by differential leveling
 GA1088.and adjusted by the National Geodetic Survey in June 1991..
 GA1088
 GA1088.The geoid height was determined by GEOID03.
 GA1088
 GA1088.The dynamic height is computed by dividing the NAVD 88
 GA1088.geopotential number by the normal gravity value computed on the
 GA1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1088.degrees latitude (g = 980.6199 gals.).
 GA1088
 GA1088.The modeled gravity was interpolated from observed gravity values.
 GA1088
 GA1088;                    North         East    Units  Estimated Accuracy
 GA1088;SPC TN       -   236,870.      906,460.      MT  (+/- 180 meters Scaled)
 GA1088
 GA1088                          SUPERSEDED SURVEY CONTROL
 GA1088
 GA1088  NGVD 29 (??/??/92)  533.093  (m)         1748.99   (f) ADJ UNCH    2 0
 GA1088
 GA1088.Superseded values are not recommended for survey control.
 GA1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1088.See file dsdata.txt to determine how the superseded data were derived.
 GA1088
 GA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA581316(NAD 83)
 GA1088_MARKER: DZ = AZIMUTH MARK DISK
 GA1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1088_STAMPING: HALE 1961
 GA1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1088+STABILITY: SURFACE MOTION
 GA1088
 GA1088  HISTORY     - Date     Condition        Report By
 GA1088  HISTORY     - 1961     MONUMENTED       CGS
 GA1088
 GA1088                          STATION DESCRIPTION
 GA1088
 GA1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1088'2.8 MI E FROM FALL BRANCH.
 GA1088'FROM THE FALL BRANCH SCHOOL IN FALL BRANCH, GO 0.5 MILE SOUTH
 GA1088'ON STATE HIGHWAY 81 TO A CROSSROADS, THEN GO 2.3 MILES EAST ON
 GA1088'A PAVED ROAD TO A T JUNCTION OF A ROAD LEADING NORTHEAST.  THE
 GA1088'AZIMUTH MARK IS AT THE T JUNCTION, 37 FT. WEST OF THE T JUNCTION,
 GA1088'16 FT. NORTHWEST OF THE CENTER OF PAVED ROAD, 2.1 FT. NORTHEAST
 GA1088'OF A WITNESS SIGN AND 1 FT. SOUTHEAST OF A WIRE FENCE.  THE DISK
 GA1088'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1443 ***********************************************************************
 FC1443  DESIGNATION -  HALE RM 1
 FC1443  PID         -  FC1443
 FC1443  STATE/COUNTY-  TN/MARION
 FC1443  USGS QUAD   -  SEQUATCHIE (1982)
 FC1443
 FC1443                         *CURRENT SURVEY CONTROL
 FC1443  ___________________________________________________________________
 FC1443* NAD 83(1986)-  35 01 44.     (N)    085 32 54.     (W)     SCALED    
 FC1443* NAVD 88     -       213.739  (meters)     701.24   (feet)  ADJUSTED  
 FC1443  ___________________________________________________________________
 FC1443  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1443  DYNAMIC HT  -         213.532 (meters)     700.56  (feet)  COMP
 FC1443  MODELED GRAV-     979,658.4   (mgal)                       NAVD 88
 FC1443
 FC1443  VERT ORDER  -  SECOND    CLASS 0
 FC1443
 FC1443.The horizontal coordinates were scaled from a topographic map and have
 FC1443.an estimated accuracy of +/- 6 seconds.
 FC1443
 FC1443.The orthometric height was determined by differential leveling
 FC1443.and adjusted by the National Geodetic Survey in June 1991..
 FC1443
 FC1443.The geoid height was determined by GEOID03.
 FC1443
 FC1443.The dynamic height is computed by dividing the NAVD 88
 FC1443.geopotential number by the normal gravity value computed on the
 FC1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1443.degrees latitude (g = 980.6199 gals.).
 FC1443
 FC1443.The modeled gravity was interpolated from observed gravity values.
 FC1443
 FC1443;                    North         East    Units  Estimated Accuracy
 FC1443;SPC TN       -    77,270.      641,220.      MT  (+/- 180 meters Scaled)
 FC1443
 FC1443                          SUPERSEDED SURVEY CONTROL
 FC1443
 FC1443  NGVD 29 (??/??/92)  213.739  (m)          701.24   (f) ADJ UNCH    2 0
 FC1443
 FC1443.Superseded values are not recommended for survey control.
 FC1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1443.See file dsdata.txt to determine how the superseded data were derived.
 FC1443
 FC1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD324772(NAD 83)
 FC1443_MARKER: DR = REFERENCE MARK DISK
 FC1443_SETTING: 66 = SET IN ROCK OUTCROP
 FC1443_SP_SET: BEDROCK
 FC1443_STAMPING: HALE NO 1 1962
 FC1443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1443+STABILITY: POSITION/ELEVATION WELL
 FC1443
 FC1443  HISTORY     - Date     Condition        Report By
 FC1443  HISTORY     - 1962     MONUMENTED       CGS
 FC1443  HISTORY     - 1972     GOOD             NGS
 FC1443  HISTORY     - 1983     GOOD             USPSQD
 FC1443
 FC1443                          STATION DESCRIPTION
 FC1443
 FC1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FC1443'0.8 MI W FROM HALETOWN.
 FC1443'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS AT
 FC1443'THE HALE 1962 TRAVERSE STATION SITE, 73 FEET NORTH OF THE
 FC1443'APPROXIMATE CENTER OF U.S. HIGHWAYS 41, 64 AND 72, 73 FEET
 FC1443'NORTHEAST OF A TENNESSEE HISTORICAL COMMISSION SIGN 2B5 RUNNING
 FC1443'WATER TOWN, 61 FEET NORTH OF THE NORTHWEST CORNER OF THE METAL
 FC1443'BANISTER ANCHOR BLOCK AT THE WEST END OF THE MARION MEMORIAL
 FC1443'BRIDGE, 35.46 FEET SOUTH-SOUTHWEST OF HALE 1962, 22 FEET NORTHWEST
 FC1443'OF A GUYED, TELEPHONE CABLE RISER POLE, AND ABOUT 3 FEET ABOVE THE
 FC1443'LEVEL OF THE HIGHWAY.  IT IS A STANDARD REFERENCE MARK DISK
 FC1443'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP AND THE DISK
 FC1443'IS STAMPED HALE NO 1 1962.
 FC1443
 FC1443                          STATION RECOVERY (1983)
 FC1443
 FC1443'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9674 ***********************************************************************
 DE9674  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9674  DESIGNATION -  HALES PT
 DE9674  PID         -  DE9674
 DE9674  STATE/COUNTY-  TN/LAUDERDALE
 DE9674  USGS QUAD   -  CHIC (1983)
 DE9674
 DE9674                         *CURRENT SURVEY CONTROL
 DE9674  ___________________________________________________________________
 DE9674* NAD 83(1995)-  35 53 35.37005(N)    089 38 24.91668(W)     ADJUSTED  
 DE9674* NAVD 88     -        79.17   (meters)     259.7    (feet)  GPS OBS   
 DE9674  ___________________________________________________________________
 DE9674  X           -      32,479.711 (meters)                     COMP
 DE9674  Y           -  -5,172,897.500 (meters)                     COMP
 DE9674  Z           -   3,718,624.356 (meters)                     COMP
 DE9674  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DE9674  ELLIP HEIGHT-          51.20  (meters)          (01/24/03) GPS OBS
 DE9674  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DE9674
 DE9674  HORZ ORDER  -  FIRST
 DE9674  ELLP ORDER  -  SECOND    CLASS II
 DE9674
 DE9674.The horizontal coordinates were established by GPS observations
 DE9674.and adjusted by the National Geodetic Survey in January 2003..
 DE9674
 DE9674.The orthometric height was determined by GPS observations and a
 DE9674.high-resolution geoid model using precise GPS observation and
 DE9674.processing techniques.
 DE9674
 DE9674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9674
 DE9674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9674
 DE9674.The ellipsoidal height was determined by GPS observations
 DE9674.and is referenced to NAD 83.
 DE9674
 DE9674.The geoid height was determined by GEOID03.
 DE9674
 DE9674;                    North         East     Units Scale Factor Converg.
 DE9674;SPC TN       -   179,172.443   271,431.628   MT  0.99994893   -2 07 52.1
 DE9674;SPC TN       -   587,834.92    890,521.93   sFT  0.99994893   -2 07 52.1
 DE9674;UTM  16      - 3,975,318.668   261,692.981   MT  1.00029983   -1 32 55.1
 DE9674
 DE9674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9674!SPC TN       -   0.99999196  x   0.99994893  =   0.99994089
 DE9674!UTM  16      -   0.99999196  x   1.00029983  =   1.00029179
 DE9674
 DE9674                          SUPERSEDED SURVEY CONTROL
 DE9674
 DE9674.No superseded survey control is available for this station.
 DE9674
 DE9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6169375319(NAD 83)
 DE9674_MARKER: F = FLANGE-ENCASED ROD
 DE9674_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9674+WITH SETTING: INFORMATION.
 DE9674_STAMPING: HALES PT. GAGE REF 2001
 DE9674_MARK LOGO: USACE 
 DE9674_PROJECTION: RECESSED 20 CENTIMETERS
 DE9674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9674+STABILITY: SURFACE MOTION
 DE9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9674+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 DE9674_ROD/PIPE-DEPTH:  2.1 meters
 DE9674
 DE9674  HISTORY     - Date     Condition        Report By
 DE9674  HISTORY     - 20010606 MONUMENTED       USACE
 DE9674  HISTORY     - 20011010 GOOD             3001
 DE9674
 DE9674                          STATION DESCRIPTION
 DE9674
 DE9674'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9674'THE STATION IS LOCATED IN HALES PT, TN, MILE 818.4, LEFT BANK
 DE9674'MISSISSIPPI RIVER.  17.3 MILES
 DE9674'SOUTHWEST OF DYERSBURG, TN.  15.8 MILES SOUTHEAST OF BLYTHEVILLE, AR.
 DE9674'20.9 MILES SOUTH OF
 DE9674'CARUTHERSVILLE, MO, AT THE GRAIN ELEVATION RUN BY CARGILL AG.
 DE9674'HORIZONS.
 DE9674' 
 DE9674'TO REACH THE STATION FROM THE INTERSECTION OF HWY 181 AND INTERSTATE
 DE9674'155.  11.9 MILES
 DE9674'NORTHWEST OF DYERSBURG, TN.  PROCEED SOUTH ON HWY 181 FOR 15.5 MILES
 DE9674'TO THE
 DE9674'INTERSECTION WITH HWY 88.  TURN LEFT (WEST) ON HWY 88.  PROCEED WEST
 DE9674'ON HWY 88 FOR 1.1
 DE9674'MILES UNTIL IT CHANGES TO HALES PT-BARK RD.  TURN LEFT AND PROCEED 1.6
 DE9674'MILES ON HALES
 DE9674'PT-BARK RD TO GRAINERY ROAD ON THE RIGHT.  FOLLOW GRAINERY ROAD WEST
 DE9674'THEN SOUTH TO
 DE9674'THE SOUTHWEST SIDE OF THE GRAIN SILOS AND THE MARK.
 DE9674' 
 DE9674'THE STATION IS AN ALUMINUM C.O.E. (MEMPHIS DISTRICT) CAP ON A 7 FOOT
 DE9674'ROD, 8 INCHES UNDER
 DE9674'THE GROUND.  MARK IS 30 FEET EAST OF TOP BANK OF MISSISSIPPI RIVER AND
 DE9674'CARSONITE WITNESS
 DE9674'POST.  153 FEET SOUTH OF CONVEYOR BELT LEADING FROM GRAIN SILOS TO THE
 DE9674'MISSISSIPPI RIVER.
 DE9674'144 FEET SOUTHWEST OF A 36 INCH MAPLE TREE.  CAP IS STAMPED HALES PT.
 DE9674'GAGE REF 2001.
 DE9674'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1450 ***********************************************************************
 GC1450  DESIGNATION -  HALEY
 GC1450  PID         -  GC1450
 GC1450  STATE/COUNTY-  TN/DICKSON
 GC1450  USGS QUAD   -  BURNS (1986)
 GC1450
 GC1450                         *CURRENT SURVEY CONTROL
 GC1450  ___________________________________________________________________
 GC1450* NAD 83(1995)-  36 01 10.83995(N)    087 19 52.01206(W)     ADJUSTED  
 GC1450* NAVD 88     -       269.739  (meters)     884.97   (feet)  ADJUSTED  
 GC1450  ___________________________________________________________________
 GC1450  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GC1450  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1450  DYNAMIC HT  -         269.502 (meters)     884.19  (feet)  COMP
 GC1450  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GC1450
 GC1450  HORZ ORDER  -  SECOND
 GC1450  VERT ORDER  -  SECOND    CLASS 0
 GC1450
 GC1450.The horizontal coordinates were established by classical geodetic methods
 GC1450.and adjusted by the National Geodetic Survey in April 1999..
 GC1450
 GC1450.The orthometric height was determined by differential leveling
 GC1450.and adjusted by the National Geodetic Survey in June 1991..
 GC1450
 GC1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1450
 GC1450.The geoid height was determined by GEOID03.
 GC1450
 GC1450.The dynamic height is computed by dividing the NAVD 88
 GC1450.geopotential number by the normal gravity value computed on the
 GC1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1450.degrees latitude (g = 980.6199 gals.).
 GC1450
 GC1450.The modeled gravity was interpolated from observed gravity values.
 GC1450
 GC1450;                    North         East     Units Scale Factor Converg.
 GC1450;SPC TN       -   187,914.708   480,020.898   MT  0.99995363   -0 46 45.4
 GC1450;SPC TN       -   616,516.84  1,574,868.56   sFT  0.99995363   -0 46 45.4
 GC1450;UTM  16      - 3,986,181.705   470,164.805   MT  0.99961097   -0 11 41.0
 GC1450
 GC1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1450!SPC TN       -   0.99996217  x   0.99995363  =   0.99991580
 GC1450!UTM  16      -   0.99996217  x   0.99961097  =   0.99957315
 GC1450
 GC1450|---------------------------------------------------------------------|
 GC1450| PID    Reference Object                     Distance      Geod. Az  |
 GC1450|                                                           dddmmss.s |
 GC1450| GC1451 HALEY RM 1                           20.315 METERS 03942     |
 GC1450| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX.13.8 KM 0462340.7 |
 GC1450| GC1449 HALEY RM 2                           34.592 METERS 27625     |
 GC1450| GC1448 HALEY AZ MK                         APPROX. 0.8 KM 2903332.7 |
 GC1450| GC2562 DICKSON MUNICIPAL TANK              APPROX. 8.2 KM 3174439.6 |
 GC1450|---------------------------------------------------------------------|
 GC1450
 GC1450                          SUPERSEDED SURVEY CONTROL
 GC1450
 GC1450  NAD 83(1995)-  36 01 10.84190(N)    087 19 52.01540(W) AD(       ) 2
 GC1450  NAD 83(1995)-  36 01 10.84233(N)    087 19 52.01562(W) AD(       ) 2
 GC1450  NAD 83(1986)-  36 01 10.85033(N)    087 19 52.01494(W) AD(       ) 2
 GC1450  NAD 27      -  36 01 10.62720(N)    087 19 51.97620(W) AD(       ) 2
 GC1450  NGVD 29 (??/??/92)  269.727  (m)          884.93   (f) ADJ UNCH    2 0
 GC1450
 GC1450.Superseded values are not recommended for survey control.
 GC1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1450.See file dsdata.txt to determine how the superseded data were derived.
 GC1450
 GC1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7016586182(NAD 83)
 GC1450_MARKER: DE = TRAVERSE STATION DISK
 GC1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1450_STAMPING: HALEY 1959
 GC1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1450+STABILITY: SURFACE MOTION
 GC1450
 GC1450  HISTORY     - Date     Condition        Report By
 GC1450  HISTORY     - 1959     MONUMENTED       CGS
 GC1450  HISTORY     - 1959     GOOD             CGS
 GC1450
 GC1450                          STATION DESCRIPTION
 GC1450
 GC1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1450'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHEAST OF DICKSON, ABOUT
 GC1450'3.0 MILES SOUTH OF COLESBURG AND ON MR. W.C. DUDLEY PROPERTY.
 GC1450'
 GC1450'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 47 AND
 GC1450'STATE HIGHWAY NO. 46 IN COLESBURG, GO SOUTH ON STATE HIGHWAY NO. 46
 GC1450'FOR 3.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 GC1450'SOUTH ON STATE HIGHWAY NO. 46 FOR 0.55 TO A NEW PAVED ROAD ON THE
 GC1450'LEFT, TURN LEFT AND GO NORTH FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT,
 GC1450'TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 GC1450'DESCRIBED.
 GC1450'
 GC1450'STATION MARK IS 106 FEET WEST OF THE SOUTHWEST CORNER OF A WHITE
 GC1450'HOUSE, 77 FEET WEST-SOUTHWEST OF A TWIN-TRUNK TREE, 20 FEET NORTH OF
 GC1450'THE CENTER OF THE DRIVEWAY AND 3 FEET NORTH OF A WITNESS SIGN. THE
 GC1450'MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST,
 GC1450'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED HALEY 1959.
 GC1450'
 GC1450'UNDERGROUND STATION MARK IS SET ABOUT 36 INCHES BELOW THE SURFACE OF
 GC1450'THE GROUND AND IS STAMPED HALEY 1959.
 GC1450'
 GC1450'REFERENCE MARK NO. 1 IS 53 FEET NORTH-NORTHWEST OF THE TWIN-TRUNK
 GC1450'TREE AND 2 FEET EAST OF A POWERLINE POLE. THE MARK IS SET FLUSH WITH
 GC1450'THE SURFACE OF THE GROUND AND IS STAMPED HALEY NO 1 1959.
 GC1450'
 GC1450'REFERENCE MARK NO. 2 IS 8 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 GC1450'AND 1 FOOT NORTH OF WIRE FENCE. THE MARK IS SET FLUSH WITH THE
 GC1450'SURFACE OF THE GROUND AND IS STAMPED HALEY NO 2 1959.
 GC1450'
 GC1450'AZIMUTH MARK IS 35 FEET NORTHEAST OF THE CENTER OF THE RAILROAD
 GC1450'TRACKS, 26 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY NO. 46, 13
 GC1450'FEET WEST-NORTHWEST OF A TWIN-TRUNK TREE AND 2 FEET EAST-NORTHEAST OF
 GC1450'A WITNESS SIGN. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 GC1450'GROUND AND IS STAMPED HALEY 1959.
 GC1450'
 GC1450'A TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK TO THE AZIMUTH
 GC1450'MARK.
 GC1450'
 GC1450'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GC1450
 GC1450                          STATION RECOVERY (1959)
 GC1450
 GC1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1450'0.6 MI N FROM TIDWELL.
 GC1450'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1450'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.3
 GC1450'MILES NORTH ON A PAVED ROAD TO A FARM DRIVEWAY, THENCE 0.1 MILE
 GC1450'EAST ON THE FARM ROAD TO THE STATION ON THE LEFT, 106 FT. WEST
 GC1450'OF THE SOUTHWEST CORNER OF A WHITE HOUSE, 77 FT. WEST-SOUTHWEST
 GC1450'OF A TWIN TRUNK TREE, 20 FT. NORTH OF THE CENTER OF THE DRIVEWAY,
 GC1450'AND 3 FT. NORTH OF A WITNESS SIGN, A DISK SET IN THE TOP OF A
 GC1450'CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1448 ***********************************************************************
 GC1448  DESIGNATION -  HALEY AZ MK
 GC1448  PID         -  GC1448
 GC1448  STATE/COUNTY-  TN/DICKSON
 GC1448  USGS QUAD   -  BURNS (1986)
 GC1448
 GC1448                         *CURRENT SURVEY CONTROL
 GC1448  ___________________________________________________________________
 GC1448* NAD 83(1995)-  36 01 19.92158(N)    087 20 21.82234(W)     ADJUSTED  
 GC1448* NAVD 88     -       269.733  (meters)     884.95   (feet)  ADJUSTED  
 GC1448  ___________________________________________________________________
 GC1448  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GC1448  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1448  DYNAMIC HT  -         269.496 (meters)     884.17  (feet)  COMP
 GC1448  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GC1448
 GC1448  HORZ ORDER  -  SECOND
 GC1448  VERT ORDER  -  SECOND    CLASS 0
 GC1448
 GC1448.The horizontal coordinates were established by classical geodetic methods
 GC1448.and adjusted by the National Geodetic Survey in April 1999..
 GC1448
 GC1448.The orthometric height was determined by differential leveling
 GC1448.and adjusted by the National Geodetic Survey in June 1991..
 GC1448
 GC1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1448
 GC1448.The geoid height was determined by GEOID03.
 GC1448
 GC1448.The dynamic height is computed by dividing the NAVD 88
 GC1448.geopotential number by the normal gravity value computed on the
 GC1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1448.degrees latitude (g = 980.6199 gals.).
 GC1448
 GC1448.The modeled gravity was interpolated from observed gravity values.
 GC1448
 GC1448;                    North         East     Units Scale Factor Converg.
 GC1448;SPC TN       -   188,204.766   479,278.405   MT  0.99995377   -0 47 02.9
 GC1448;SPC TN       -   617,468.47  1,572,432.57   sFT  0.99995377   -0 47 02.9
 GC1448;UTM  16      - 3,986,464.077   469,419.647   MT  0.99961152   -0 11 58.6
 GC1448
 GC1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1448!SPC TN       -   0.99996217  x   0.99995377  =   0.99991594
 GC1448!UTM  16      -   0.99996217  x   0.99961152  =   0.99957370
 GC1448
 GC1448                          SUPERSEDED SURVEY CONTROL
 GC1448
 GC1448  NAD 83(1995)-  36 01 19.92356(N)    087 20 21.82567(W) AD(       ) 2
 GC1448  NAD 83(1995)-  36 01 19.92399(N)    087 20 21.82599(W) AD(       ) 2
 GC1448  NAD 83(1986)-  36 01 19.93199(N)    087 20 21.82530(W) AD(       ) 2
 GC1448  NAD 27      -  36 01 19.70910(N)    087 20 21.78540(W) AD(       ) 2
 GC1448  NGVD 29 (??/??/92)  269.721  (m)          884.91   (f) ADJ UNCH    2 0
 GC1448
 GC1448.Superseded values are not recommended for survey control.
 GC1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1448.See file dsdata.txt to determine how the superseded data were derived.
 GC1448
 GC1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6942086464(NAD 83)
 GC1448_MARKER: DZ = AZIMUTH MARK DISK
 GC1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1448_STAMPING: HALEY 1959
 GC1448_MARK LOGO: CGS   
 GC1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1448+STABILITY: SURFACE MOTION
 GC1448
 GC1448  HISTORY     - Date     Condition        Report By
 GC1448  HISTORY     - 1959     MONUMENTED       CGS
 GC1448
 GC1448                          STATION DESCRIPTION
 GC1448
 GC1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1448'0.7 MI NW FROM TIDWELL.
 GC1448'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1448'TIDWELL, GO NORTHWEST ON THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 GC1448'RAILROAD FOR 0.7 MILE, 32 FT. NORTHEAST OF THE NORTHEAST RAIL,
 GC1448'44 FT. SOUTHEAST OF MILE POST 5.20, 26 FT. SOUTHWEST OF STATE
 GC1448'HIGHWAY 46, AND 2 FT. NORTHEAST OF A WITNESS SIGN, A DISK SET
 GC1448'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, AND ABOUT 8 FT.
 GC1448'ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1451 ***********************************************************************
 GC1451  DESIGNATION -  HALEY RM 1
 GC1451  PID         -  GC1451
 GC1451  STATE/COUNTY-  TN/DICKSON
 GC1451  USGS QUAD   -  BURNS (1986)
 GC1451
 GC1451                         *CURRENT SURVEY CONTROL
 GC1451  ___________________________________________________________________
 GC1451* NAD 83(1986)-  36 01 10.     (N)    087 19 51.     (W)     SCALED    
 GC1451* NAVD 88     -       270.158  (meters)     886.34   (feet)  ADJUSTED  
 GC1451  ___________________________________________________________________
 GC1451  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1451  DYNAMIC HT  -         269.921 (meters)     885.57  (feet)  COMP
 GC1451  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GC1451
 GC1451  VERT ORDER  -  SECOND    CLASS 0
 GC1451
 GC1451.The horizontal coordinates were scaled from a topographic map and have
 GC1451.an estimated accuracy of +/- 6 seconds.
 GC1451
 GC1451.The orthometric height was determined by differential leveling
 GC1451.and adjusted by the National Geodetic Survey in June 1991..
 GC1451
 GC1451.The geoid height was determined by GEOID03.
 GC1451
 GC1451.The dynamic height is computed by dividing the NAVD 88
 GC1451.geopotential number by the normal gravity value computed on the
 GC1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1451.degrees latitude (g = 980.6199 gals.).
 GC1451
 GC1451.The modeled gravity was interpolated from observed gravity values.
 GC1451
 GC1451;                    North         East    Units  Estimated Accuracy
 GC1451;SPC TN       -   187,890.      480,050.      MT  (+/- 180 meters Scaled)
 GC1451
 GC1451                          SUPERSEDED SURVEY CONTROL
 GC1451
 GC1451  NGVD 29 (??/??/92)  270.147  (m)          886.31   (f) ADJ UNCH    2 0
 GC1451
 GC1451.Superseded values are not recommended for survey control.
 GC1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1451.See file dsdata.txt to determine how the superseded data were derived.
 GC1451
 GC1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE701861(NAD 83)
 GC1451_MARKER: DR = REFERENCE MARK DISK
 GC1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1451_STAMPING: HALEY NO 1 1959
 GC1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1451+STABILITY: SURFACE MOTION
 GC1451
 GC1451  HISTORY     - Date     Condition        Report By
 GC1451  HISTORY     - 1959     MONUMENTED       CGS
 GC1451
 GC1451                          STATION DESCRIPTION
 GC1451
 GC1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1451'0.6 MI N FROM TIDWELL.
 GC1451'THIS MARK IS LOCATED AT THE HALEY 1959 STATION SITE, 66.6 FT.
 GC1451'NORTHEAST OF THE STATION MARK, 53 FT. NORTH-NORTHWEST OF THE TWIN
 GC1451'TRUNK TREE, AND 2 FT. EAST OF A POWER LINE POLE, A DISK SET IN
 GC1451'TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE
 GC1451'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1449 ***********************************************************************
 GC1449  DESIGNATION -  HALEY RM 2
 GC1449  PID         -  GC1449
 GC1449  STATE/COUNTY-  TN/DICKSON
 GC1449  USGS QUAD   -  BURNS (1986)
 GC1449
 GC1449                         *CURRENT SURVEY CONTROL
 GC1449  ___________________________________________________________________
 GC1449* NAD 83(1986)-  36 01 10.     (N)    087 19 51.     (W)     SCALED    
 GC1449* NAVD 88     -       270.025  (meters)     885.91   (feet)  ADJUSTED  
 GC1449  ___________________________________________________________________
 GC1449  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GC1449  DYNAMIC HT  -         269.788 (meters)     885.13  (feet)  COMP
 GC1449  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GC1449
 GC1449  VERT ORDER  -  SECOND    CLASS 0
 GC1449
 GC1449.The horizontal coordinates were scaled from a topographic map and have
 GC1449.an estimated accuracy of +/- 6 seconds.
 GC1449
 GC1449.The orthometric height was determined by differential leveling
 GC1449.and adjusted by the National Geodetic Survey in June 1991..
 GC1449
 GC1449.The geoid height was determined by GEOID03.
 GC1449
 GC1449.The dynamic height is computed by dividing the NAVD 88
 GC1449.geopotential number by the normal gravity value computed on the
 GC1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1449.degrees latitude (g = 980.6199 gals.).
 GC1449
 GC1449.The modeled gravity was interpolated from observed gravity values.
 GC1449
 GC1449;                    North         East    Units  Estimated Accuracy
 GC1449;SPC TN       -   187,890.      480,050.      MT  (+/- 180 meters Scaled)
 GC1449
 GC1449                          SUPERSEDED SURVEY CONTROL
 GC1449
 GC1449  NGVD 29 (??/??/92)  270.014  (m)          885.87   (f) ADJ UNCH    2 0
 GC1449
 GC1449.Superseded values are not recommended for survey control.
 GC1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1449.See file dsdata.txt to determine how the superseded data were derived.
 GC1449
 GC1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE701861(NAD 83)
 GC1449_MARKER: DR = REFERENCE MARK DISK
 GC1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1449_STAMPING: HALEY NO 2 1959
 GC1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1449+STABILITY: SURFACE MOTION
 GC1449
 GC1449  HISTORY     - Date     Condition        Report By
 GC1449  HISTORY     - 1959     MONUMENTED       CGS
 GC1449
 GC1449                          STATION DESCRIPTION
 GC1449
 GC1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1449'0.6 MI N FROM TIDWELL.
 GC1449'THIS MARK IS LOCATED AT THE HALEY 1959 STATION SITE, 113.5 FT.
 GC1449'WEST-SOUTHWEST OF THE STATION MARK, 8 FT. SOUTH OF THE DRIVEWAY,
 GC1449'AND 1 FT. NORTH OF A WIRE FENCE, A DISK SET IN TOP OF A
 GC1449'CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1616 ***********************************************************************
 GD1616  DESIGNATION -  HALF MOON
 GD1616  PID         -  GD1616
 GD1616  STATE/COUNTY-  TN/OBION
 GD1616  USGS QUAD   -  RIVES (1980)
 GD1616
 GD1616                         *CURRENT SURVEY CONTROL
 GD1616  ___________________________________________________________________
 GD1616* NAD 83(1995)-  36 15 21.13436(N)    089 02 44.92157(W)     ADJUSTED  
 GD1616* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 GD1616  ___________________________________________________________________
 GD1616  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GD1616  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD1616
 GD1616  HORZ ORDER  -  THIRD
 GD1616
 GD1616.The horizontal coordinates were established by classical geodetic methods
 GD1616.and adjusted by the National Geodetic Survey in April 1999..
 GD1616
 GD1616.The orthometric height was scaled from a topographic map.
 GD1616
 GD1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1616
 GD1616.The geoid height was determined by GEOID03.
 GD1616
 GD1616;                    North         East     Units Scale Factor Converg.
 GD1616;SPC TN       -   217,565.177   326,319.170   MT  0.99997543   -1 46 59.3
 GD1616;SPC TN       -   713,795.08  1,070,598.81   sFT  0.99997543   -1 46 59.3
 GD1616;UTM  16      - 4,014,269.911   316,201.491   MT  1.00001625   -1 12 36.8
 GD1616
 GD1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1616!SPC TN       -   0.99998654  x   0.99997543  =   0.99996197
 GD1616!UTM  16      -   0.99998654  x   1.00001625  =   1.00000279
 GD1616
 GD1616:                Primary Azimuth Mark                     Grid Az
 GD1616:SPC TN       -  KENTON RADIO STA KIS 94 MAST             152 46 30.5
 GD1616:UTM  16      -  KENTON RADIO STA KIS 94 MAST             152 12 08.0
 GD1616
 GD1616|---------------------------------------------------------------------|
 GD1616| PID    Reference Object                     Distance      Geod. Az  |
 GD1616|                                                           dddmmss.s |
 GD1616| GD1628 KENTON RADIO STA KIS 94 MAST        APPROX. 2.3 KM 1505931.2 |
 GD1616| CG3416 HALF MOON RM 1                       44.188 METERS 30959     |
 GD1616| CG3415 HALF MOON AZ MK                                    3154644.9 |
 GD1616| CG3417 HALF MOON RM 2                       45.660 METERS 35446     |
 GD1616|---------------------------------------------------------------------|
 GD1616
 GD1616                          SUPERSEDED SURVEY CONTROL
 GD1616
 GD1616  NAD 83(1995)-  36 15 21.13709(N)    089 02 44.92228(W) AD(       ) 3
 GD1616  NAD 83(1995)-  36 15 21.13862(N)    089 02 44.92314(W) AD(       ) 3
 GD1616  NAD 83(1986)-  36 15 21.14684(N)    089 02 44.92056(W) AD(       ) 3
 GD1616  NAD 27      -  36 15 20.90340(N)    089 02 44.67690(W) AD(       ) 3
 GD1616
 GD1616.Superseded values are not recommended for survey control.
 GD1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1616.See file dsdata.txt to determine how the superseded data were derived.
 GD1616
 GD1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1620114270(NAD 83)
 GD1616_MARKER: DS = TRIANGULATION STATION DISK
 GD1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1616
 GD1616  HISTORY     - Date     Condition        Report By
 GD1616  HISTORY     - 1959     MONUMENTED       CGS
 GD1616  HISTORY     - 1967     GOOD             CGS
 GD1616
 GD1616                          STATION DESCRIPTION
 GD1616
 GD1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1616'THE STATION IS ABOUT 4 MILES NORTH OF KENTON, ABOUT 11 MILES SOUTH OF
 GD1616'UNION CITY AND IN A CULTIVATED FIELD ON PROPERTY OWNED BY MR. J. L.
 GD1616'BINGHAM.  IT IS 193 FEET EAST OF A 36 INCH COTTONWOOD TREE, 133
 GD1616'FEET SOUTH OF A FENCE AND 93 FEET SOUTH OF A FIELD ROAD.  THE
 GD1616'MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED HALF MOON
 GD1616'1959.
 GD1616'
 GD1616'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 45W AND
 GD1616'MAIN STREET IN KENTON, GO NORTH ON HIGHWAY 45W FOR 4.0 MILES TO A
 GD1616'GATE ON THE RIGHT.* TURN RIGHT PASSING THROUGH GATE AND GO EAST ON
 GD1616'FIELD ROAD ALONG THE SOUTH SIDE OF A FENCE FOR 0.1 MILE TO THE
 GD1616'STATION ON THE RIGHT IN A CULTIVATED FIELD AS DESCRIBED.
 GD1616'
 GD1616'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON THE
 GD1616'HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GD1616'
 GD1616'REFERENCE MARK 1 IS 31 FEET NORTH OF THE CENTERLINE OF THE FIELD ROAD
 GD1616'AND 1 FOOT SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GD1616'IS STAMPED HALF MOON NO 1 1959.
 GD1616'
 GD1616'REFERENCE MARK 2 IS 147 FEET NORTHEAST OF A 36 INCH COTTONWOOD TREE,
 GD1616'41 FEET NORTH OF THE CENTERLINE OF THE FIELD ROAD AND 1 FOOT SOUTH
 GD1616'OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HALF
 GD1616'MOON NO 2 1959.
 GD1616'
 GD1616'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1
 GD1616'FOOT EAST OF A FENCE AND 1 FOOT SOUTH OF A WITNESS POST.  THE
 GD1616'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED HALF MOON 1959.
 GD1616'
 GD1616'NO MEASUREMENT BETWEEN R.M. AND R.M. 2 DUE TO POST ON LINE.
 GD1616'
 GD1616'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1616
 GD1616                          STATION RECOVERY (1967)
 GD1616
 GD1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1616'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED.
 GD1616'
 GD1616'CONDITION OF ALL MARKS GOOD.
 GD1616'
 GD1616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTH
 GD1616'OF KENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1277 ***********************************************************************
 FE1277  DESIGNATION -  HALL
 FE1277  PID         -  FE1277
 FE1277  STATE/COUNTY-  TN/SHELBY
 FE1277  USGS QUAD   -  ARLINGTON (1973)
 FE1277
 FE1277                         *CURRENT SURVEY CONTROL
 FE1277  ___________________________________________________________________
 FE1277* NAD 83(1995)-  35 16 04.74476(N)    089 39 06.36452(W)     ADJUSTED  
 FE1277* NAVD 88     -       101.434  (meters)     332.79   (feet)  ADJUSTED  
 FE1277  ___________________________________________________________________
 FE1277  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE1277  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1277  DYNAMIC HT  -         101.343 (meters)     332.49  (feet)  COMP
 FE1277  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 FE1277
 FE1277  HORZ ORDER  -  THIRD
 FE1277  VERT ORDER  -  SECOND    CLASS 0
 FE1277
 FE1277.The horizontal coordinates were established by classical geodetic methods
 FE1277.and adjusted by the National Geodetic Survey in April 1999..
 FE1277
 FE1277.The orthometric height was determined by differential leveling
 FE1277.and adjusted by the National Geodetic Survey in June 1991..
 FE1277
 FE1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1277
 FE1277.The geoid height was determined by GEOID03.
 FE1277
 FE1277.The dynamic height is computed by dividing the NAVD 88
 FE1277.geopotential number by the normal gravity value computed on the
 FE1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1277.degrees latitude (g = 980.6199 gals.).
 FE1277
 FE1277.The modeled gravity was interpolated from observed gravity values.
 FE1277
 FE1277;                    North         East     Units Scale Factor Converg.
 FE1277;SPC TN       -   109,898.198   267,805.432   MT  0.99999687   -2 08 16.4
 FE1277;SPC TN       -   360,557.67    878,624.99   sFT  0.99999687   -2 08 16.4
 FE1277;UTM  16      - 3,905,986.600   258,784.422   MT  1.00031712   -1 31 54.7
 FE1277
 FE1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1277!SPC TN       -   0.99998838  x   0.99999687  =   0.99998525
 FE1277!UTM  16      -   0.99998838  x   1.00031712  =   1.00030550
 FE1277
 FE1277:                Primary Azimuth Mark                     Grid Az
 FE1277:SPC TN       -  HALL AZ MK                               062 12 41.8
 FE1277:UTM  16      -  HALL AZ MK                               061 36 20.1
 FE1277
 FE1277|---------------------------------------------------------------------|
 FE1277| PID    Reference Object                     Distance      Geod. Az  |
 FE1277|                                                           dddmmss.s |
 FE1277| FE1278 HALL AZ MK                                         0600425.4 |
 FE1277| FE1279 HALL AZ MK RESET                    215.891 METERS 06004     |
 FE1277| FE1276 HALL RM 1                            17.155 METERS 12130     |
 FE1277| FE1275 HALL RM 2                            22.566 METERS 23350     |
 FE1277| FE1268 LOG                                 APPROX. 5.9 KM 2381644.7 |
 FE1277|---------------------------------------------------------------------|
 FE1277
 FE1277                          SUPERSEDED SURVEY CONTROL
 FE1277
 FE1277  NAD 83(1995)-  35 16 04.75004(N)    089 39 06.36524(W) AD(       ) 3
 FE1277  NAD 83(1995)-  35 16 04.75034(N)    089 39 06.36542(W) AD(       ) 3
 FE1277  NAD 83(1986)-  35 16 04.75637(N)    089 39 06.36509(W) AD(       ) 3
 FE1277  NAD 27      -  35 16 04.44460(N)    089 39 06.07540(W) AD(       ) 3
 FE1277  NGVD 29 (??/??/??)  101.422  (m)          332.75   (f) ADJUSTED    2 0
 FE1277
 FE1277.Superseded values are not recommended for survey control.
 FE1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1277.See file dsdata.txt to determine how the superseded data were derived.
 FE1277
 FE1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5878405987(NAD 83)
 FE1277_MARKER: DS = TRIANGULATION STATION DISK
 FE1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1277_STAMPING: HALL 1958
 FE1277_MARK LOGO: CGS   
 FE1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1277+STABILITY: SURFACE MOTION
 FE1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1277+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 FE1277
 FE1277  HISTORY     - Date     Condition        Report By
 FE1277  HISTORY     - 1958     MONUMENTED       CGS
 FE1277  HISTORY     - 1958     GOOD             CGS
 FE1277  HISTORY     - 1963     GOOD             TNHD
 FE1277  HISTORY     - 20021002 GOOD             USACE
 FE1277
 FE1277                          STATION DESCRIPTION
 FE1277
 FE1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1277'THE STATION IS LOCATED IN THE YARD OF A FARM HOUSE ABOUT 2 MILES
 FE1277'SOUTH OF ARLINGTON. IT IS 88 FEET SOUTH OF THE SOUTHWEST
 FE1277'CORNER OF THE FARM HOUSE, 70 FEET SOUTHEAST OF A TILE WELL AND 10
 FE1277'FEET NORTH OF THE NORTH SIDE OF A GARAGE.  THE MARK IS SET FLUSH
 FE1277'AND IS STAMPED HALL 1958.
 FE1277'
 FE1277'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE CENTER OF A BOARD GATE
 FE1277'AND 1 FOOT NORTH OF A THREE-WAY FENCE CORNER. THE MARK PROJECTS 5
 FE1277'INCHES AND IS STAMPED HALL NO 1 1958.
 FE1277'
 FE1277'REFERENCE MARK NO. 2 IS 54 FEET WEST OF THE SOUTHWEST CORNER OF A
 FE1277'GARAGE, 12 FEET NORTHEAST OF A THREE-WAY FENCE CORNER AND 6 FEET
 FE1277'NORTH OF A FENCE. THE MARK PROJECTS 5 INCHES AND IS STAMPED HALL NO 2
 FE1277'1958.
 FE1277'
 FE1277'THE AZIMUTH MARK IS 106 FEET NORTH OF A FENCE CORNER, 33 FEET EAST OF
 FE1277'THE CENTER OF AN OILED ROAD AND 1 FOOT WEST OF A FENCE. THE MARK IS
 FE1277'SET FLUSH AND IS STAMPED HALL 1958.
 FE1277'
 FE1277'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON, GO SOUTH ON
 FE1277'CHESTER STREET (WHICH LATER BECOMES THE
 FE1277'COLLIERVILLE-ARLINGTON ROAD) FOR 1.75 MILES TO A SIDE ROAD LEFT,
 FE1277'CONTINUE STRAIGHT AHEAD ON OILED ROAD FOR 0.6 MILE TO THE AZIMUTH
 FE1277'MARK ON LEFT AS DESCRIBED. CONTINUE STRAIGHT AHEAD ON OILED ROAD FOR
 FE1277'0.05 MILE TO A BOARD GATE AND DRIVEWAY ON RIGHT, TURN RIGHT AND GO
 FE1277'WEST FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 FE1277'
 FE1277'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1277
 FE1277                          STATION RECOVERY (1958)
 FE1277
 FE1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1277'6.1 MI SSW FROM GALLAWAY.
 FE1277'2.0 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1277'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD,
 FE1277'THENCE 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST
 FE1277'ALONG GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG COLLIERVILLE-ARLINGTON
 FE1277'ROAD, THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, 88 FEET SOUTH
 FE1277'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 70 FEET SOUTHEAST OF A
 FE1277'TILE WELL, 10 FEET NORTH OF THE NORTH SIDE OF A GARAGE, A C AND
 FE1277'GS TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 FE1277'FLUSH WITH THE GROUND.
 FE1277
 FE1277                          STATION RECOVERY (1963)
 FE1277
 FE1277'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 FE1277'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 FE1277'AS DESCRIBED IN THE 1958 DESCRIPTION. DUE TO ROAD CONSTRUCTION THE
 FE1277'AZIMUTH MARK WAS MOVED ON AN EXTENDED LINE FROM THE STATION THROUGH
 FE1277'THE OLD AZIMUTH 15.168 METERS AWAY FROM ORIGINAL AZIMUTH MARK.
 FE1277'
 FE1277'THE AZIMUTH MARK IS 40 FEET EAST OF THE EAST RIGHT-OF-WAY OF
 FE1277'COLLIERVILLE-ARLINGTON ROAD, 35 FEET NORTHWEST OF A 3 INCH CEDAR
 FE1277'TREE, 11 FEET SOUTHWEST OF A 10 INCH ELM TREE AND 5 FEET WEST OF A
 FE1277'WITNESS POST. IT IS A STANDARD U.S.C. AND G.S.  DISK SET IN A 10-INCH
 FE1277'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HALL 1958
 FE1277'RESET 1963.
 FE1277'
 FE1277'DISTANCE FROM HALL TO HALL AZIMUTH MARK RESET 1963 IS 215.890 METERS.
 FE1277
 FE1277                          STATION RECOVERY (2002)
 FE1277
 FE1277'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1277'HOUSE GONE, GARAGE STILL STANDING.
 FE1277'FOUND RM 1 OK. SUSPECT RM 2 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2442 ***********************************************************************
 FB2442  DESIGNATION -  HALL
 FB2442  PID         -  FB2442
 FB2442  STATE/COUNTY-  TN/COCKE
 FB2442  USGS QUAD   -  HARTFORD (1968)
 FB2442
 FB2442                         *CURRENT SURVEY CONTROL
 FB2442  ___________________________________________________________________
 FB2442* NAD 83(1995)-  35 51 54.01563(N)    083 08 37.59328(W)     ADJUSTED  
 FB2442* NAVD 88     -      1098.5    (meters)    3604.     (feet)  VERTCON   
 FB2442  ___________________________________________________________________
 FB2442  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FB2442  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB2442
 FB2442  HORZ ORDER  -  SECOND
 FB2442
 FB2442.The horizontal coordinates were established by classical geodetic methods
 FB2442.and adjusted by the National Geodetic Survey in April 1999..
 FB2442
 FB2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2442
 FB2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2442
 FB2442.The geoid height was determined by GEOID03.
 FB2442
 FB2442;                    North         East     Units Scale Factor Converg.
 FB2442;SPC TN       -   173,701.215   857,915.996   MT  0.99994855   +1 40 19.7
 FB2442;SPC TN       -   569,884.74  2,814,679.40   sFT  0.99994855   +1 40 19.7
 FB2442;UTM  17      - 3,971,097.699   306,443.536   MT  1.00006166   -1 15 23.0
 FB2442
 FB2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2442!SPC TN       -   0.99983238  x   0.99994855  =   0.99978094
 FB2442!UTM  17      -   0.99983238  x   1.00006166  =   0.99989403
 FB2442
 FB2442|---------------------------------------------------------------------|
 FB2442| PID    Reference Object                     Distance      Geod. Az  |
 FB2442|                                                           dddmmss.s |
 FB2442| FB2443 HALL RM 2                            11.855 METERS 07545     |
 FB2442| FB3319 MAX PATCH                           APPROX.18.5 KM 1135554.5 |
 FB2442| CZ4836 HALL RM 1                            16.147 METERS 35600     |
 FB2442|---------------------------------------------------------------------|
 FB2442
 FB2442                          SUPERSEDED SURVEY CONTROL
 FB2442
 FB2442  NAD 83(1995)-  35 51 54.02054(N)    083 08 37.59731(W) AD(       ) 2
 FB2442  NAD 83(1986)-  35 51 54.02579(N)    083 08 37.59416(W) AD(       ) 2
 FB2442  NAD 27      -  35 51 53.68020(N)    083 08 38.04390(W) AD(       ) 2
 FB2442  NGVD 29 (07/19/86) 1098.6    (m)         3604.     (f) VERT ANG       
 FB2442
 FB2442.Superseded values are not recommended for survey control.
 FB2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2442.See file dsdata.txt to determine how the superseded data were derived.
 FB2442
 FB2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0644471098(NAD 83)
 FB2442_MARKER: DS = TRIANGULATION STATION DISK
 FB2442_SETTING: 66 = SET IN ROCK OUTCROP
 FB2442
 FB2442  HISTORY     - Date     Condition        Report By
 FB2442  HISTORY     - 1961     MONUMENTED       CGS
 FB2442
 FB2442                          STATION DESCRIPTION
 FB2442
 FB2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2442'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF NEWPORT AND ABOUT 3
 FB2442'MILES NORTH OF HARTFORD AT THE HALL TOP STATE FOREST SERVICE
 FB2442'LOOKOUT TOWER.
 FB2442'
 FB2442'TO REACH THE STATION FROM THE JOHN W. FISHER BRIDGE OVER PIGEON RIVER
 FB2442'IN THE EAST SECTION OF NEWPORT, GO EAST ON U.S.  HIGHWAY 70 FOR
 FB2442'0.05 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO 4.75 MILES
 FB2442'TO A FORK, LOW GAP GROCERY STORE, KEEP LEFT ON A GRAVELED ROAD
 FB2442'AND GO 0.2 MILE TO A FORK, KEEP LEFT FORK AND GO 0.7 MILE TO A FORK,
 FB2442'KEEP RIGHT, CROSSING A BRIDGE, AND GO 0.2 MILE TO A FORK, KEEP
 FB2442'RIGHT AND GO 0.4 MILE TO A T ROAD ON THE RIGHT, CONTINUE STRAIGHT
 FB2442'AHEAD FOR 0.4 MILE TO A FORK, KEEP LEFT AND GO 1.2 MILE TO A
 FB2442'FORK, KEEP RIGHT AND GO 0.9 MILE TO A FORK AT A PASS, KEEP
 FB2442'RIGHT AND GO 3.2 MILES TO THE LOOKOUT TOWER AND THE STATION.
 FB2442'
 FB2442'THE STATION IS 42.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL
 FB2442'HOUSE AND 30 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 FB2442'TOWER. IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FB2442'OUTCROPPING BEDROCK, PROJECTS 6-INCHES, AND IS STAMPED HALL
 FB2442'1961.
 FB2442'
 FB2442'REFERENCE MARK NO. 1 IS 49 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 FB2442'LOOKOUT TOWER. IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FB2442'OUTCROPPING BEDROCK, PROJECTS 12-INCHES, AND IS STAMPED HALL NO 1
 FB2442'1961.
 FB2442'
 FB2442'REFERENCE MARK NO. 2 IS A U. S. DEPARTMENT OF AGRICULTURE FOREST
 FB2442'SERVICE MARK ATTACHED TO THE TOP OF A 2-INCH PIPE AND CEMENTED IN
 FB2442'THE GROUND, PROJECTS 2-INCHES, AND IS SET DIRECTLY UNDER THE CENTER
 FB2442'OF THE LOOKOUT TOWER.
 FB2442'
 FB2442'A. C. LAWRENCE LEATHER CO. STACK (YELLOW BRICK) WILL SERVE AS AN
 FB2442'AZIMUTH.
 FB2442'
 FB2442'HEIGHT OF LIGHT ABOVE STATION MARK 22.11 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2440 ***********************************************************************
 GB2440  DESIGNATION -  HALL
 GB2440  PID         -  GB2440
 GB2440  STATE/COUNTY-  TN/SMITH
 GB2440  USGS QUAD   -  CARTHAGE (1979)
 GB2440
 GB2440                         *CURRENT SURVEY CONTROL
 GB2440  ___________________________________________________________________
 GB2440* NAD 83(1995)-  36 16 40.83061(N)    085 58 06.83629(W)     ADJUSTED  
 GB2440* NAVD 88     -       330.9    (meters)    1086.     (feet)  VERTCON   
 GB2440  ___________________________________________________________________
 GB2440  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 GB2440  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GB2440
 GB2440  HORZ ORDER  -  FIRST
 GB2440
 GB2440.The horizontal coordinates were established by classical geodetic methods
 GB2440.and adjusted by the National Geodetic Survey in April 1999..
 GB2440
 GB2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2440
 GB2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2440
 GB2440.The geoid height was determined by GEOID03.
 GB2440
 GB2440;                    North         East     Units Scale Factor Converg.
 GB2440;SPC TN       -   215,763.034   602,824.196   MT  0.99997834   +0 01 06.3
 GB2440;SPC TN       -   707,882.55  1,977,765.72   sFT  0.99997834   +0 01 06.3
 GB2440;UTM  16      - 4,015,277.772   592,634.869   MT  0.99970573   +0 36 37.2
 GB2440
 GB2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2440!SPC TN       -   0.99995271  x   0.99997834  =   0.99993105
 GB2440!UTM  16      -   0.99995271  x   0.99970573  =   0.99965846
 GB2440
 GB2440                          SUPERSEDED SURVEY CONTROL
 GB2440
 GB2440  NAD 83(1995)-  36 16 40.83274(N)    085 58 06.84074(W) AD(       ) 1
 GB2440  NAD 83(1995)-  36 16 40.83443(N)    085 58 06.83967(W) AD(       ) 1
 GB2440  NAD 83(1986)-  36 16 40.84298(N)    085 58 06.83828(W) AD(       ) 1
 GB2440  NAD 27      -  36 16 40.65400(N)    085 58 06.88100(W) AD(       ) 1
 GB2440  NGVD 29 (07/19/86)  331.0    (m)         1086.     (f) VERT ANG       
 GB2440
 GB2440.Superseded values are not recommended for survey control.
 GB2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2440.See file dsdata.txt to determine how the superseded data were derived.
 GB2440
 GB2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9263515278(NAD 83)
 GB2440_MARKER: X = CHISELED CROSS
 GB2440_SETTING: 0 = UNSPECIFIED SETTING
 GB2440_MARK LOGO: USGS  
 GB2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2440
 GB2440  HISTORY     - Date     Condition        Report By
 GB2440  HISTORY     - 1880     MONUMENTED       USGS
 GB2440  HISTORY     - 1950     MARK NOT FOUND   CGS
 GB2440
 GB2440                          STATION DESCRIPTION
 GB2440
 GB2440'DESCRIBED BY US GEOLOGICAL SURVEY 1880 (AHB)
 GB2440'ABOUT 2-1/2 OR 3 MILES NORTHWEST OF CARTHAGE, NEAR AND EASILY SEEN
 GB2440'FROM CARTHAGE-GALLATIN ROAD, AND ON HILL OF LAND OWNED (IN 1934)
 GB2440'BY D. M. MOORE. TO REACH FROM COURTHOUSE AT CARTHAGE, GO NORTHWEST
 GB2440'2.8 MILES ON CARTHAGE/GALLATION ROAD TO TOP OF RIDGE.
 GB2440'FROM HERE STATION SITE MAY BE SEEN ON TOP OF HILL BEARING N. 70 DEG.
 GB2440'E. (MAGNETIC).
 GB2440'
 GB2440'SURFACE MARK IS INTERSECTION OF NORTH-SOUTH AND EAST-WEST GROOVES
 GB2440'SURROUNDED BY LETTERS U.S.G.S. CUT IN TOP OF STONE POST, 8 INCHES
 GB2440'SQUARE AND 2-1/2 FEET LONG, WITH TOP PROJECTING ABOUT 15 INCHES ABOVE
 GB2440'GROUND. UNDERGROUND MARK IS CENTER OF MOUTH OF BOTTLE ABOUT 2 FEET
 GB2440'BELOW SURFACE OF GROUND.
 GB2440
 GB2440                          STATION RECOVERY (1950)
 GB2440
 GB2440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2440'STATION WAS SEARCHED FOR AS DESCRIBED. NO MARKS WERE FOUND AND
 GB2440'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2441 ***********************************************************************
 GB2441  DESIGNATION -  HALL 2
 GB2441  PID         -  GB2441
 GB2441  STATE/COUNTY-  TN/SMITH
 GB2441  USGS QUAD   -  CARTHAGE (1979)
 GB2441
 GB2441                         *CURRENT SURVEY CONTROL
 GB2441  ___________________________________________________________________
 GB2441* NAD 83(1995)-  36 16 40.97953(N)    085 58 06.80861(W)     ADJUSTED  
 GB2441* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 GB2441  ___________________________________________________________________
 GB2441  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 GB2441  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GB2441
 GB2441  HORZ ORDER  -  SECOND
 GB2441
 GB2441.The horizontal coordinates were established by classical geodetic methods
 GB2441.and adjusted by the National Geodetic Survey in April 1999..
 GB2441
 GB2441.The orthometric height was scaled from a topographic map.
 GB2441
 GB2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2441
 GB2441.The geoid height was determined by GEOID03.
 GB2441
 GB2441;                    North         East     Units Scale Factor Converg.
 GB2441;SPC TN       -   215,767.624   602,824.885   MT  0.99997835   +0 01 06.3
 GB2441;SPC TN       -   707,897.61  1,977,767.98   sFT  0.99997835   +0 01 06.3
 GB2441;UTM  16      - 4,015,282.368   592,635.511   MT  0.99970573   +0 36 37.3
 GB2441
 GB2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2441!SPC TN       -   0.99995318  x   0.99997835  =   0.99993153
 GB2441!UTM  16      -   0.99995318  x   0.99970573  =   0.99965893
 GB2441
 GB2441|---------------------------------------------------------------------|
 GB2441| PID    Reference Object                     Distance      Geod. Az  |
 GB2441|                                                           dddmmss.s |
 GB2441| CG5963 HALL 2 RM 1                          23.628 METERS 01440     |
 GB2441| CG5964 HALL 2 RM 2                          20.181 METERS 26254     |
 GB2441| CG5962 HALL 2 AZ MK                                       3201332.8 |
 GB2441|---------------------------------------------------------------------|
 GB2441
 GB2441                          SUPERSEDED SURVEY CONTROL
 GB2441
 GB2441  NAD 83(1995)-  36 16 40.98150(N)    085 58 06.81124(W) AD(       ) 2
 GB2441  NAD 83(1995)-  36 16 40.98543(N)    085 58 06.81421(W) AD(       ) 2
 GB2441  NAD 83(1986)-  36 16 40.99016(N)    085 58 06.80977(W) AD(       ) 2
 GB2441  NAD 27      -  36 16 40.78700(N)    085 58 06.85900(W) AD(       ) 2
 GB2441
 GB2441.Superseded values are not recommended for survey control.
 GB2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2441.See file dsdata.txt to determine how the superseded data were derived.
 GB2441
 GB2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF9263615282(NAD 83)
 GB2441_MARKER: DS = TRIANGULATION STATION DISK
 GB2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2441
 GB2441  HISTORY     - Date     Condition        Report By
 GB2441  HISTORY     - 1950     MONUMENTED       CGS
 GB2441
 GB2441                          STATION DESCRIPTION
 GB2441
 GB2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2441'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF CARTHAGE ON THE
 GB2441'PROPERTY OF MRS. D. M. MOORE, ON THE TOP OF THE CENTER OF THREE HIGH
 GB2441'PEAKS. IT IS 24 FEET SOUTHEAST OF A TRIANGLE BLAZED HICKORY TREE AND
 GB2441'5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 GB2441'INCHES AND THE DISK IS STAMPED HALL 2 1950.
 GB2441'
 GB2441'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF HILL ABOUT 5 FEET
 GB2441'LOWER IN ELEVATION. THE MARK IS A 4-INCH IRON PIPE WHICH IS FLUSH
 GB2441'WITH THE GROUND AND THE DISK (WELDED TO TOP OF PIPE) IS STAMPED HALL
 GB2441'2 NO. 1 1950.
 GB2441'
 GB2441'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF HILL ABOUT 2 FEET
 GB2441'LOWER IN ELEVATION. THE MARK IS A 4-INCH IRON PIPE WHICH IS FLUSH
 GB2441'WITH THE GROUND AND THE DISK (WELDED TO TOP OF PIPE) IS STAMPED HALL
 GB2441'2 NO. 2 1950.
 GB2441'
 GB2441'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHWEST OF STATION, 24 FEET
 GB2441'NORTH OF CENTER OF STATE HIGHWAY 25, 3 FEET WEST OF A WHITE
 GB2441'WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE. THE MARK PROJECTS
 GB2441'ABOUT 2 INCHES AND THE DISK IS STAMPED HALL 2 1950.
 GB2441'
 GB2441'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 85, WHICH
 GB2441'IS ABOUT 1-1/2 MILES NORTHWEST OF CARTHAGE, GO NORTHWEST ON
 GB2441'HIGHWAY 25 FOR 1.1 MILES TO A GRAVEL DRIVEWAY RIGHT, UP A HILL.* FROM
 GB2441'HERE PACK UP HILL TO THE NORTHWEST, WHICH IS THE CENTER OF THREE
 GB2441'PEAKS, TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 GB2441'
 GB2441'*TO REACH AZIMUTH MARK FROM THE GRAVEL DRIVEWAY RIGHT AND HIGHWAY, GO
 GB2441'WEST AND NORTH ON HIGHWAY 25 FOR 0.8 MILE TO THE AZIMUTH MARK ON
 GB2441'RIGHT AS DESCRIBED.
 GB2441'
 GB2441'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1278 ***********************************************************************
 FE1278  DESIGNATION -  HALL AZ MK
 FE1278  PID         -  FE1278
 FE1278  STATE/COUNTY-  TN/FAYETTE
 FE1278  USGS QUAD   -  ARLINGTON (1973)
 FE1278
 FE1278                         *CURRENT SURVEY CONTROL
 FE1278  ___________________________________________________________________
 FE1278* NAD 83(1986)-  35 16 04.     (N)    089 39 06.     (W)     SCALED    
 FE1278* NAVD 88     -        97.961  (meters)     321.39   (feet)  ADJUSTED  
 FE1278  ___________________________________________________________________
 FE1278  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1278  DYNAMIC HT  -          97.873 (meters)     321.11  (feet)  COMP
 FE1278  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 FE1278
 FE1278  VERT ORDER  -  SECOND    CLASS 0
 FE1278
 FE1278.The horizontal coordinates were scaled from a topographic map and have
 FE1278.an estimated accuracy of +/- 6 seconds.
 FE1278
 FE1278.The orthometric height was determined by differential leveling
 FE1278.and adjusted by the National Geodetic Survey in June 1991..
 FE1278
 FE1278.The geoid height was determined by GEOID03.
 FE1278
 FE1278.The dynamic height is computed by dividing the NAVD 88
 FE1278.geopotential number by the normal gravity value computed on the
 FE1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1278.degrees latitude (g = 980.6199 gals.).
 FE1278
 FE1278.The modeled gravity was interpolated from observed gravity values.
 FE1278
 FE1278;                    North         East    Units  Estimated Accuracy
 FE1278;SPC TN       -   109,880.      267,810.      MT  (+/- 180 meters Scaled)
 FE1278
 FE1278                          SUPERSEDED SURVEY CONTROL
 FE1278
 FE1278  NGVD 29 (??/??/??)   97.949  (m)          321.35   (f) ADJUSTED    2 0
 FE1278
 FE1278.Superseded values are not recommended for survey control.
 FE1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1278.See file dsdata.txt to determine how the superseded data were derived.
 FE1278
 FE1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE587059(NAD 83)
 FE1278_MARKER: DZ = AZIMUTH MARK DISK
 FE1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1278_STAMPING: HALL 1958
 FE1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1278+STABILITY: SURFACE MOTION
 FE1278
 FE1278  HISTORY     - Date     Condition        Report By
 FE1278  HISTORY     - 1958     MONUMENTED       CGS
 FE1278  HISTORY     - 1958     GOOD             CGS
 FE1278
 FE1278                          STATION DESCRIPTION
 FE1278
 FE1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1278'5.8 MI SW FROM GALLAWAY.
 FE1278'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1278'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1278'ABOUT 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST ALONG
 FE1278'A GRAVELED ROAD, THENCE 0.7 MILE SOUTH ON COLL-ARLINGTON ROAD, 90
 FE1278'FT. EAST OF TELEPHONE POLE NO. 61, 35 FT. NORTHEAST OF THE CENTER
 FE1278'OF ROAD, 0.7 FT. SOUTHWEST OF A FENCE, A C AND GS AZIMUTH DISK
 FE1278'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1279 ***********************************************************************
 FE1279  DESIGNATION -  HALL AZ MK RESET
 FE1279  PID         -  FE1279
 FE1279  STATE/COUNTY-  TN/SHELBY
 FE1279  USGS QUAD   -  ARLINGTON (1973)
 FE1279
 FE1279                         *CURRENT SURVEY CONTROL
 FE1279  ___________________________________________________________________
 FE1279* NAD 83(1995)-  35 16 08.23954(N)    089 38 58.96160(W)     ADJUSTED  
 FE1279* NAVD 88     -        98.44   (+/-2cm)     323.0    (feet)  VERTCON   
 FE1279  ___________________________________________________________________
 FE1279  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE1279  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1279
 FE1279  HORZ ORDER  -  THIRD
 FE1279  VERT ORDER  -  THIRD (See Below)
 FE1279
 FE1279.The horizontal coordinates were established by classical geodetic methods
 FE1279.and adjusted by the National Geodetic Survey in April 1999..
 FE1279.No horizontal observational check was made to the station.
 FE1279
 FE1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1279.The vertical order pertains to the NGVD 29 superseded value.
 FE1279
 FE1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1279
 FE1279.The geoid height was determined by GEOID03.
 FE1279
 FE1279;                    North         East     Units Scale Factor Converg.
 FE1279;SPC TN       -   109,998.848   267,996.425   MT  0.99999671   -2 08 12.1
 FE1279;SPC TN       -   360,887.89    879,251.60   sFT  0.99999671   -2 08 12.1
 FE1279;UTM  16      - 3,906,089.297   258,974.400   MT  1.00031599   -1 31 50.6
 FE1279
 FE1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1279!SPC TN       -   0.99998885  x   0.99999671  =   0.99998556
 FE1279!UTM  16      -   0.99998885  x   1.00031599  =   1.00030484
 FE1279
 FE1279                          SUPERSEDED SURVEY CONTROL
 FE1279
 FE1279  NAD 83(1995)-  35 16 08.24482(N)    089 38 58.96231(W) AD(       ) 3
 FE1279  NAD 83(1995)-  35 16 08.24511(N)    089 38 58.96249(W) AD(       ) 3
 FE1279  NAD 83(1986)-  35 16 08.25114(N)    089 38 58.96220(W) AD(       ) 3
 FE1279  NAD 27      -  35 16 07.93950(N)    089 38 58.67270(W) AD(       ) 3
 FE1279  NGVD 29 (??/??/??)   98.43   (m)          322.9    (f) RESET       3  
 FE1279
 FE1279.Superseded values are not recommended for survey control.
 FE1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1279.See file dsdata.txt to determine how the superseded data were derived.
 FE1279
 FE1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5897406089(NAD 83)
 FE1279_MARKER: DZ = AZIMUTH MARK DISK
 FE1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1279_STAMPING: HALL 1958 RESET 1963
 FE1279_MARK LOGO: CGS   
 FE1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1279+STABILITY: SURFACE MOTION
 FE1279
 FE1279  HISTORY     - Date     Condition        Report By
 FE1279  HISTORY     - 1963     MONUMENTED       CGS
 FE1279  HISTORY     - 1963     GOOD             TNHD
 FE1279
 FE1279                          STATION DESCRIPTION
 FE1279
 FE1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FE1279'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON, GO SOUTH ON
 FE1279'CHESTER STREET (WHICH LATER BECOMES THE
 FE1279'COLLIERVILLE-ARLINGTON ROAD) FOR 1.75 MILES TO A SIDE ROAD LEFT,
 FE1279'CONTINUE STRAIGHT AHEAD ON OILED ROAD FOR 0.6 MILE TO THE AZIMUTH
 FE1279'MARK ON LEFT.
 FE1279'
 FE1279'THE AZIMUTH MARK IS 40 FEET EAST OF THE EAST RIGHT-OF-WAY OF
 FE1279'COLLIERVILLE-ARLINGTON ROAD, 35 FEET NORTHWEST OF A 3 INCH CEDAR
 FE1279'TREE, 11 FEET SOUTHWEST OF A 10 INCH ELM TREE AND 5 FEET WEST OF A
 FE1279'WITNESS POST. IT IS A STANDARD U.S.C. AND G.S.  DISK SET IN A 10-INCH
 FE1279'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HALL 1958
 FE1279'RESET 1963.
 FE1279
 FE1279                          STATION RECOVERY (1963)
 FE1279
 FE1279'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FE1279'2.4 MI S FROM ARLINGTON.
 FE1279'ABOUT 1.75 MILES SOUTH ON CHESTER STREET AND ARLINGTON-COLLIERVILLE
 FE1279'ROAD TO A SIDE ROAD LEFT, THENCE 0.6 MILES SOUTH ON
 FE1279'ARLINGTON-COLLIERVILLE ROAD TO THE MARK, 40 FEET EAST OF THE EAST
 FE1279'RIGHT OF WAY FENCE, 35 FEET NORTHWEST OF A 3-INCH CEDAR TREE, 11
 FE1279'FEET SOUTH-WEST OF A 10-INCH ELM TREE AND 5 FEET WEST OF A WITNESS
 FE1279'POST.  THE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FE1279'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1276 ***********************************************************************
 FE1276  DESIGNATION -  HALL RM 1
 FE1276  PID         -  FE1276
 FE1276  STATE/COUNTY-  TN/SHELBY
 FE1276  USGS QUAD   -  ARLINGTON (1973)
 FE1276
 FE1276                         *CURRENT SURVEY CONTROL
 FE1276  ___________________________________________________________________
 FE1276* NAD 83(1986)-  35 16 05.     (N)    089 39 06.     (W)     SCALED    
 FE1276* NAVD 88     -       101.811  (meters)     334.02   (feet)  ADJUSTED  
 FE1276  ___________________________________________________________________
 FE1276  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1276  DYNAMIC HT  -         101.720 (meters)     333.73  (feet)  COMP
 FE1276  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FE1276
 FE1276  VERT ORDER  -  SECOND    CLASS 0
 FE1276
 FE1276.The horizontal coordinates were scaled from a topographic map and have
 FE1276.an estimated accuracy of +/- 6 seconds.
 FE1276
 FE1276.The orthometric height was determined by differential leveling
 FE1276.and adjusted by the National Geodetic Survey in June 1991..
 FE1276
 FE1276.The geoid height was determined by GEOID03.
 FE1276
 FE1276.The dynamic height is computed by dividing the NAVD 88
 FE1276.geopotential number by the normal gravity value computed on the
 FE1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1276.degrees latitude (g = 980.6199 gals.).
 FE1276
 FE1276.The modeled gravity was interpolated from observed gravity values.
 FE1276
 FE1276;                    North         East    Units  Estimated Accuracy
 FE1276;SPC TN       -   109,910.      267,820.      MT  (+/- 180 meters Scaled)
 FE1276
 FE1276                          SUPERSEDED SURVEY CONTROL
 FE1276
 FE1276  NGVD 29 (??/??/??)  101.800  (m)          333.99   (f) ADJUSTED    2 0
 FE1276
 FE1276.Superseded values are not recommended for survey control.
 FE1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1276.See file dsdata.txt to determine how the superseded data were derived.
 FE1276
 FE1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE587059(NAD 83)
 FE1276_MARKER: DR = REFERENCE MARK DISK
 FE1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1276_STAMPING: HALL NO 1 1958
 FE1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1276+STABILITY: SURFACE MOTION
 FE1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1276+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 FE1276
 FE1276  HISTORY     - Date     Condition        Report By
 FE1276  HISTORY     - 1958     MONUMENTED       CGS
 FE1276  HISTORY     - 1958     GOOD             CGS
 FE1276  HISTORY     - 20021002 GOOD             USACE
 FE1276
 FE1276                          STATION DESCRIPTION
 FE1276
 FE1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1276'6.1 MI SSW FROM GALLAWAY.
 FE1276'2.0 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1276'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1276'2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST ALONG
 FE1276'A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG COLLIERVILLE-ARLINGTON
 FE1276'ROAD, THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, 17 FEET EAST
 FE1276'OF THE CENTER OF A BOARD GATE, 1 FOOT NORTH OF A THREE-WAY FENCE
 FE1276'CORNER, A TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A
 FE1276'CONCRETE POST PROJECTING 5 INCHES.
 FE1276
 FE1276                          STATION RECOVERY (2002)
 FE1276
 FE1276'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1275 ***********************************************************************
 FE1275  DESIGNATION -  HALL RM 2
 FE1275  PID         -  FE1275
 FE1275  STATE/COUNTY-  TN/SHELBY
 FE1275  USGS QUAD   -  ARLINGTON (1973)
 FE1275
 FE1275                         *CURRENT SURVEY CONTROL
 FE1275  ___________________________________________________________________
 FE1275* NAD 83(1986)-  35 16 05.     (N)    089 39 06.     (W)     SCALED    
 FE1275* NAVD 88     -       100.260  (meters)     328.94   (feet)  ADJUSTED  
 FE1275  ___________________________________________________________________
 FE1275  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1275  DYNAMIC HT  -         100.170 (meters)     328.64  (feet)  COMP
 FE1275  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FE1275
 FE1275  VERT ORDER  -  SECOND    CLASS 0
 FE1275
 FE1275.The horizontal coordinates were scaled from a topographic map and have
 FE1275.an estimated accuracy of +/- 6 seconds.
 FE1275
 FE1275.The orthometric height was determined by differential leveling
 FE1275.and adjusted by the National Geodetic Survey in June 1991..
 FE1275
 FE1275.The geoid height was determined by GEOID03.
 FE1275
 FE1275.The dynamic height is computed by dividing the NAVD 88
 FE1275.geopotential number by the normal gravity value computed on the
 FE1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1275.degrees latitude (g = 980.6199 gals.).
 FE1275
 FE1275.The modeled gravity was interpolated from observed gravity values.
 FE1275
 FE1275;                    North         East    Units  Estimated Accuracy
 FE1275;SPC TN       -   109,910.      267,820.      MT  (+/- 180 meters Scaled)
 FE1275
 FE1275                          SUPERSEDED SURVEY CONTROL
 FE1275
 FE1275  NGVD 29 (??/??/??)  100.248  (m)          328.90   (f) ADJUSTED    2 0
 FE1275
 FE1275.Superseded values are not recommended for survey control.
 FE1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1275.See file dsdata.txt to determine how the superseded data were derived.
 FE1275
 FE1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE587059(NAD 83)
 FE1275_MARKER: DR = REFERENCE MARK DISK
 FE1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1275_STAMPING: HALL NO 2 1958
 FE1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1275+STABILITY: SURFACE MOTION
 FE1275
 FE1275  HISTORY     - Date     Condition        Report By
 FE1275  HISTORY     - 1958     MONUMENTED       CGS
 FE1275  HISTORY     - 1958     GOOD             CGS
 FE1275  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1275
 FE1275                          STATION DESCRIPTION
 FE1275
 FE1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1275'6.1 MI SSW FROM GALLAWAY.
 FE1275'2.0 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1275'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1275'2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE WEST ALONG
 FE1275'GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG COLLIERVILLE-ARLINGTON
 FE1275'ROAD, THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, 54 FEET
 FE1275'SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 12 FEET NORTHEAST
 FE1275'OF A THREE-WAY FENCE CORNER, 6 FEET NORTH OF A FENCE, A C AND
 FE1275'GS TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FE1275'POST PROJECTING 5 INCHES.
 FE1275
 FE1275                          STATION RECOVERY (2002)
 FE1275
 FE1275'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1275'SUSPECTED DESTROYED.
 FE1275'FOUND LARGE MASS OF CONCRETE IN AREA, UPROOTED AND ENDS IRREGULAR.
 FE1275'NO DISK VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2443 ***********************************************************************
 FB2443  DESIGNATION -  HALL RM 2
 FB2443  PID         -  FB2443
 FB2443  STATE/COUNTY-  TN/COCKE
 FB2443  USGS QUAD   -  HARTFORD (1968)
 FB2443
 FB2443                         *CURRENT SURVEY CONTROL
 FB2443  ___________________________________________________________________
 FB2443* NAD 83(1995)-  35 51 54.11034(N)    083 08 37.13531(W)     ADJUSTED  
 FB2443* NAVD 88     -      1099.     (meters)    3606.     (feet)  SCALED    
 FB2443  ___________________________________________________________________
 FB2443  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FB2443  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB2443
 FB2443  HORZ ORDER  -  SECOND
 FB2443
 FB2443.The horizontal coordinates were established by classical geodetic methods
 FB2443.and adjusted by the National Geodetic Survey in April 1999..
 FB2443
 FB2443.The orthometric height was scaled from a topographic map.
 FB2443
 FB2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2443
 FB2443.The geoid height was determined by GEOID03.
 FB2443
 FB2443;                    North         East     Units Scale Factor Converg.
 FB2443;SPC TN       -   173,704.468   857,927.395   MT  0.99994855   +1 40 20.0
 FB2443;SPC TN       -   569,895.41  2,814,716.80   sFT  0.99994855   +1 40 20.0
 FB2443;UTM  17      - 3,971,100.366   306,455.087   MT  1.00006161   -1 15 22.7
 FB2443
 FB2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2443!SPC TN       -   0.99983231  x   0.99994855  =   0.99978087
 FB2443!UTM  17      -   0.99983231  x   1.00006161  =   0.99989391
 FB2443
 FB2443                          SUPERSEDED SURVEY CONTROL
 FB2443
 FB2443  NAD 83(1995)-  35 51 54.11524(N)    083 08 37.13935(W) AD(       ) 2
 FB2443  NAD 83(1986)-  35 51 54.12050(N)    083 08 37.13618(W) AD(       ) 2
 FB2443  NAD 27      -  35 51 53.77490(N)    083 08 37.58590(W) AD(       ) 2
 FB2443
 FB2443.Superseded values are not recommended for survey control.
 FB2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2443.See file dsdata.txt to determine how the superseded data were derived.
 FB2443
 FB2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0645571100(NAD 83)
 FB2443_MARKER: 57 = LOOKOUT TOWER
 FB2443_MARK LOGO: USFS  
 FB2443
 FB2443  HISTORY     - Date     Condition        Report By
 FB2443  HISTORY     - UNK      FIRST OBSERVED   USFS
 FB2443
 FB2443                          STATION DESCRIPTION
 FB2443
 FB2443'DESCRIBED BY US FOREST SERVICE UNK (ELH)
 FB2443'THIS STATION IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS INCLOSED CAB,
 FB2443'GREY IN COLOR AND ABOUT 80 FEET IN HEIGHT OVER ALL. A REFERENCE
 FB2443'MARK WAS PLACED DIRECTLY UNDER THE CENTER OF THE LOOKOUT TOWER. A
 FB2443'TRAVERSE CONNECTION WAS MADE FROM STATION HALL TO THE REFERENCE
 FB2443'MARK UNDER THE CENTER OF THE LOOKOUT TOWER AND THE TRAVERSE DISTANCE
 FB2443'IS 38.89 FEET OR 11.854 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2576 ***********************************************************************
 GA2576  DESIGNATION -  HALLS
 GA2576  PID         -  GA2576
 GA2576  STATE/COUNTY-  TN/KNOX
 GA2576  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2576
 GA2576                         *CURRENT SURVEY CONTROL
 GA2576  ___________________________________________________________________
 GA2576* NAD 83(1995)-  36 05 13.30459(N)    083 55 27.24364(W)     ADJUSTED  
 GA2576* NAVD 88     -       323.458  (meters)    1061.21   (feet)  ADJUSTED  
 GA2576  ___________________________________________________________________
 GA2576  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GA2576  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2576  DYNAMIC HT  -         323.157 (meters)    1060.22  (feet)  COMP
 GA2576  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA2576
 GA2576  HORZ ORDER  -  SECOND
 GA2576  VERT ORDER  -  SECOND    CLASS 0
 GA2576
 GA2576.The horizontal coordinates were established by classical geodetic methods
 GA2576.and adjusted by the National Geodetic Survey in April 1999..
 GA2576
 GA2576.The orthometric height was determined by differential leveling
 GA2576.and adjusted by the National Geodetic Survey in June 1991..
 GA2576
 GA2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2576
 GA2576.The geoid height was determined by GEOID03.
 GA2576
 GA2576.The dynamic height is computed by dividing the NAVD 88
 GA2576.geopotential number by the normal gravity value computed on the
 GA2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2576.degrees latitude (g = 980.6199 gals.).
 GA2576
 GA2576.The modeled gravity was interpolated from observed gravity values.
 GA2576
 GA2576;                    North         East     Units Scale Factor Converg.
 GA2576;SPC TN       -   196,554.202   786,930.987   MT  0.99995812   +1 12 54.8
 GA2576;SPC TN       -   644,861.58  2,581,789.41   sFT  0.99995812   +1 12 54.8
 GA2576;UTM  17      - 3,997,560.946   236,700.302   MT  1.00045431   -1 43 24.3
 GA2576;UTM  16      - 3,997,982.246   776,947.605   MT  1.00054518   +1 48 46.2
 GA2576
 GA2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2576!SPC TN       -   0.99995406  x   0.99995812  =   0.99991218
 GA2576!UTM  17      -   0.99995406  x   1.00045431  =   1.00040835
 GA2576!UTM  16      -   0.99995406  x   1.00054518  =   1.00049922
 GA2576
 GA2576:                Primary Azimuth Mark                     Grid Az
 GA2576:SPC TN       -  SUE                                      036 04 01.9
 GA2576:UTM  17      -  SUE                                      039 00 21.0
 GA2576:UTM  16      -  SUE                                      035 28 10.5
 GA2576
 GA2576|---------------------------------------------------------------------|
 GA2576| PID    Reference Object                     Distance      Geod. Az  |
 GA2576|                                                           dddmmss.s |
 GA2576| GA2573 SUE                                 APPROX. 2.0 KM 0371656.7 |
 GA2576| GA2575 HALLS RM 1                            8.951 METERS 06926     |
 GA2576| GA2578 LUCK                                APPROX. 1.7 KM 1905135.6 |
 GA2576| GA2577 HALLS RM 2                           10.028 METERS 22310     |
 GA2576|---------------------------------------------------------------------|
 GA2576
 GA2576                          SUPERSEDED SURVEY CONTROL
 GA2576
 GA2576  NAD 83(1995)-  36 05 13.31128(N)    083 55 27.24267(W) AD(       ) 2
 GA2576  NAD 83(1995)-  36 05 13.31195(N)    083 55 27.24237(W) AD(       ) 2
 GA2576  NAD 83(1995)-  36 05 13.31227(N)    083 55 27.24292(W) AD(       ) 2
 GA2576  NAD 83(1986)-  36 05 13.31739(N)    083 55 27.24079(W) AD(       ) 2
 GA2576  NAD 27      -  36 05 13.02545(N)    083 55 27.56948(W) AD(       ) 2
 GA2576  NGVD 29 (??/??/92)  323.568  (m)         1061.57   (f) ADJ UNCH    2 0
 GA2576
 GA2576.Superseded values are not recommended for survey control.
 GA2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2576.See file dsdata.txt to determine how the superseded data were derived.
 GA2576
 GA2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3670097561(NAD 83)
 GA2576_MARKER: DD = SURVEY DISK
 GA2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2576_STAMPING: HALLS 1964
 GA2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2576+STABILITY: SURFACE MOTION
 GA2576
 GA2576  HISTORY     - Date     Condition        Report By
 GA2576  HISTORY     - 1964     MONUMENTED       TNHD
 GA2576  HISTORY     - 1964     GOOD             TNHD
 GA2576  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2576  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2576
 GA2576                          STATION DESCRIPTION
 GA2576
 GA2576'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2576'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA2576'
 GA2576'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND ST. RT. 131
 GA2576'AT HALLS CROSSROADS, GO
 GA2576'0.2 MILE NORTHEAST ON ST.  RT.  33 TO THE STATION ON
 GA2576'THE RIGHT AS DESCRIBED.
 GA2576'
 GA2576'THE STATION IS 67 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF ST. RT.
 GA2576'33, 11 FEET NORTH OF
 GA2576'POWER POLE 106A AND 3.4 FEET SOUTH OF A WITNESS POST.
 GA2576'THE SURFACE AND UNDERGROUND
 GA2576'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA2576'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA2576'HALLS 1964.  THE
 GA2576'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA2576'SURFACE DISK IS
 GA2576'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2576'
 GA2576'REFERENCE MARK NO. 1 IS 83 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2576'OF ST. RT.  33, 39 FEET
 GA2576'NORTHEAST OF POWER POLE 106A AND 17 FEET SOUTHEAST OF A
 GA2576'SQUARE CONCRETE RIGHT-OF-WAY
 GA2576'POST.  IT IS A STANDARD TENNESSEE
 GA2576'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2576'SQUARE, FLUSH, CONCRETE
 GA2576'MONUMENT AND THE DISK IS STAMPED HALL RM-1 1964.
 GA2576'
 GA2576'REFERENCE MARK NO. 2 IS 65 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2576'OF ST. RT.  33, 38 FEET
 GA2576'NORTH OF A SQUARE CONCRETE RIGHT-OF-WAY POST AND 21 FEET
 GA2576'SOUTHWEST OF 10-INCH SQUARE,
 GA2576'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2576'STAMPED HALLS RM-2 1964.
 GA2576'
 GA2576'TRAVERSE STATION SUE AND/OR LUCK WILL SERVE AS THE AZIMUTH MARK.
 GA2576'
 GA2576'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2576'
 GA2576'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2576
 GA2576                          STATION RECOVERY (1964)
 GA2576
 GA2576'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2576'13 MI N FROM KNOXVILLE.
 GA2576'FROM THE POST OFFICE IN HALLS CROSSROADS, GO NORTH ON STATE ROUTE
 GA2576'33 FOR 0.85 MILE TO THE STATION ON THE RIGHT.  THE STATION MARK
 GA2576'IS 0.2 MILE NORTHEAST OF THE JUNCTION OF STATE ROUTE 33 AND STATE
 GA2576'ROUTE 131, 67 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 GA2576'ROUTE 33.  11 FEET NORTH OF POWER POLE 106A AND 3.4 FEET SOUTH
 GA2576'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2576'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2576'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2576
 GA2576                          STATION RECOVERY (1980)
 GA2576
 GA2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2576'A LONG SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND.  A CAR
 GA2576'WASH HAS BEEN BUILT AT THE SITE AND THE MARKS ARE ASSUMED TO HAVE
 GA2576'BEEN EITHER PAVED OVER OR DESTROYED.
 GA2576
 GA2576                          STATION RECOVERY (1980)
 GA2576
 GA2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2461 ***********************************************************************
 FE2461  DESIGNATION -  HALLS
 FE2461  PID         -  FE2461
 FE2461  STATE/COUNTY-  TN/LAUDERDALE
 FE2461  USGS QUAD   -  FOWLKES (1983)
 FE2461
 FE2461                         *CURRENT SURVEY CONTROL
 FE2461  ___________________________________________________________________
 FE2461* NAD 83(1995)-  35 53 01.42676(N)    089 25 39.51846(W)     ADJUSTED  
 FE2461* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 FE2461  ___________________________________________________________________
 FE2461  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FE2461  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE2461
 FE2461  HORZ ORDER  -  SECOND
 FE2461
 FE2461.The horizontal coordinates were established by classical geodetic methods
 FE2461.and adjusted by the National Geodetic Survey in April 1999..
 FE2461
 FE2461.The orthometric height was scaled from a topographic map.
 FE2461
 FE2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2461
 FE2461.The geoid height was determined by GEOID03.
 FE2461
 FE2461;                    North         East     Units Scale Factor Converg.
 FE2461;SPC TN       -   177,434.006   290,577.081   MT  0.99994878   -2 00 24.0
 FE2461;SPC TN       -   582,131.40    953,334.97   sFT  0.99994878   -2 00 24.0
 FE2461;UTM  16      - 3,973,774.617   280,860.804   MT  1.00019177   -1 25 24.6
 FE2461
 FE2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2461!SPC TN       -   0.99998429  x   0.99994878  =   0.99993307
 FE2461!UTM  16      -   0.99998429  x   1.00019177  =   1.00017606
 FE2461
 FE2461:                Primary Azimuth Mark                     Grid Az
 FE2461:SPC TN       -  DYERSBURG ASSOC WHSE CO TANK             011 56 58.2
 FE2461:UTM  16      -  DYERSBURG ASSOC WHSE CO TANK             011 21 58.8
 FE2461
 FE2461|---------------------------------------------------------------------|
 FE2461| PID    Reference Object                     Distance      Geod. Az  |
 FE2461|                                                           dddmmss.s |
 FE2461| GD1647 DYERSBURG ASSOC WHSE CO TANK        APPROX.16.7 KM 0095634.2 |
 FE2461| GD1650 DYERSBURG MUN ELEC SYS STACK        APPROX.16.6 KM 0124241.4 |
 FE2461| GD1641 DYERSBURG FED COMP WHSE TANK        APPROX.17.0 KM 0163501.1 |
 FE2461| GD1640 DYERSBURG COTTON PRODUCTS TANK      APPROX.17.8 KM 0172942.3 |
 FE2461| FE0957 HALLS RM 1                           26.036 METERS 02426     |
 FE2461| FE2446 BONICORD RAD STA KKE 701 MAST       APPROX.12.4 KM 0591520.8 |
 FE2461| FE2447 BONICORD TRUNKLINE GAS TANK         APPROX.12.4 KM 0593141.8 |
 FE2461| FE2460 HALLS STACK                         APPROX. 1.4 KM 0820040.6 |
 FE2461| FE2454 HALLS MUNICIPAL TANK                APPROX. 3.1 KM 1085216.6 |
 FE2461| FE0956 HALLS RM 2                           25.694 METERS 11255     |
 FE2461| CG3419 HALLS AZ MK                                        3530601.5 |
 FE2461|---------------------------------------------------------------------|
 FE2461
 FE2461                          SUPERSEDED SURVEY CONTROL
 FE2461
 FE2461  NAD 83(1995)-  35 53 01.43175(N)    089 25 39.51944(W) AD(       ) 2
 FE2461  NAD 83(1986)-  35 53 01.43774(N)    089 25 39.51894(W) AD(       ) 2
 FE2461  NAD 27      -  35 53 01.17040(N)    089 25 39.25740(W) AD(       ) 2
 FE2461
 FE2461.Superseded values are not recommended for survey control.
 FE2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2461.See file dsdata.txt to determine how the superseded data were derived.
 FE2461
 FE2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8086173775(NAD 83)
 FE2461_MARKER: DS = TRIANGULATION STATION DISK
 FE2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2461
 FE2461  HISTORY     - Date     Condition        Report By
 FE2461  HISTORY     - 1959     MONUMENTED       CGS
 FE2461  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE2461  HISTORY     - 1976     SEE DESCRIPTION  NGS
 FE2461
 FE2461                          STATION DESCRIPTION
 FE2461
 FE2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2461'THE STATION IS ABOUT 3 MILES NORTH OF GATES, ABOUT 1 MILE WEST OF
 FE2461'HALLS AND ON THE PROPERTY OWNED BY MR. ROOKS.  IT IS 59.6 FEET
 FE2461'SOUTHWEST OF THE INTERSECTION OF A PAVED ROAD NORTH AND A GRAVELED
 FE2461'ROAD WEST, 33 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 88, 5
 FE2461'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.
 FE2461'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED HALLS
 FE2461'1959.
 FE2461'
 FE2461'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND
 FE2461'STATE HIGHWAY 88 IN HALLS, GO WEST ON HIGHWAY 88 FOR 1.5 MILES TO A
 FE2461'ROAD FORK.  TAKE THE RIGHT FORK AND GO NORTHWESTERLY FOR 0.3 MILE TO
 FE2461'A GRAVELED SIDE ROAD WEST AND THE STATION ON THE LEFT AS
 FE2461'DESCRIBED.
 FE2461'
 FE2461'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 88
 FE2461'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE2461'
 FE2461'REFERENCE MARK 1 IS 24 FEET NORTHWEST OF A 10 INCH OAK TREE AND 23
 FE2461'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT
 FE2461'PROJECTS 2 INCHES AND THE DISK IS STAMPED HALLS NO 1 1959.
 FE2461'
 FE2461'REFERENCE MARK 2 IS 113 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2461'FRAME HOUSE AND 26 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FE2461'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HALLS NO 2
 FE2461'1959.
 FE2461'
 FE2461'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF HIGHWAY 88, 1
 FE2461'FOOT SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A POWER
 FE2461'POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HALLS
 FE2461'1959.
 FE2461'
 FE2461'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2461
 FE2461                          STATION RECOVERY (1974)
 FE2461
 FE2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GAS)
 FE2461'THE STATION AND THE AZIMUTH MARK WAS NOT RECOVERED.
 FE2461'
 FE2461'THE REFERENCE MARK NO 1 AND NO 2 WERE RECOVERED IN GOOD
 FE2461'CONDITION.
 FE2461'
 FE2461'THE ORIGINAL DESCRIPTION - TO REACH - IS ADEQUATE AS DESCRIBED IN
 FE2461'QUAD 350891 STATION 1030 DATED SEPTEMBER 1960.
 FE2461'
 FE2461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 FE2461'ABOUT 3 MILES NORTH OF GATES, ABOUT 1 MILE WEST OF HALLS.
 FE2461
 FE2461                          STATION RECOVERY (1976)
 FE2461
 FE2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2461'THE SURFACE STATION MARK WAS FOUND TO HAVE BEEN HIT AND THE TOP
 FE2461'PORTION BROKEN OFF. THE UNDERGROUND STATION MARK AND REFERENCE
 FE2461'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 FE2461'NOT FOUND AND A LOCAL RESIDENT SAID THAT IT WAS DESTROYED BY GRADING
 FE2461'FOR A DRIVEWAY.  NO OBJECT VISIBLE TO SET A NEW AZIMUTH MARK
 FE2461'FROM.  A NEW SURFACE STATION MARK WAS SET.  THE DISTANCE TO BOTH
 FE2461'MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.  A NEW
 FE2461'DESCRIPTION FOLLOWS.
 FE2461'
 FE2461'THE STATION IS LOCATED ON THE PROPERTY OF MR. CHARLES COOKS, HIGHWAY
 FE2461'88 W, HALLS, TENN., 36 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 FE2461'88, 83 FEET SOUTH OF A TELEPHONE POLE, 98 FEET SOUTHWEST OF A 30
 FE2461'INCH OAK TREE AND 56 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD
 FE2461'WEST.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS
 FE2461'STAMPED HALLS 1959 1976.
 FE2461'
 FE2461'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 FE2461'HIGHWAY 88 (AT THE WEST EDGE OF HALLS), GO WEST AND NORTHERLY ON
 FE2461'HIGHWAY 88 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 FE2461'
 FE2461'REFERENCE MARK 1 IS 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FE2461'13 FEET SOUTHWEST OF THE 30 INCH OAK TREE, 24 FEET NORTHWEST OF A
 FE2461'24 INCH OAK TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 FE2461'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HALLS NO 1
 FE2461'1959.
 FE2461'
 FE2461'REFERENCE MARK 2 IS 5 FEET NORTHWEST OF A 12 INCH HICKORY TREE, 26
 FE2461'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF A
 FE2461'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2461'HALLS NO 2 1959.
 FE2461'
 FE2461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST
 FE2461'OF HALLS.
 FE2461'
 FE2461'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2454 ***********************************************************************
 FE2454  DESIGNATION -  HALLS MUNICIPAL TANK
 FE2454  PID         -  FE2454
 FE2454  STATE/COUNTY-  TN/LAUDERDALE
 FE2454  USGS QUAD   -  GATES (1983)
 FE2454
 FE2454                         *CURRENT SURVEY CONTROL
 FE2454  ___________________________________________________________________
 FE2454* NAD 83(1995)-  35 52 28.47607(N)    089 23 41.13428(W)     ADJUSTED  
 FE2454* NAVD 88     -                                                        
 FE2454  ___________________________________________________________________
 FE2454  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE2454  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE2454
 FE2454  HORZ ORDER  -  THIRD
 FE2454
 FE2454.The horizontal coordinates were established by classical geodetic methods
 FE2454.and adjusted by the National Geodetic Survey in April 1999..
 FE2454
 FE2454
 FE2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2454
 FE2454.The geoid height was determined by GEOID03.
 FE2454
 FE2454;                    North         East     Units Scale Factor Converg.
 FE2454;SPC TN       -   176,315.614   293,509.240   MT  0.99994865   -1 59 14.7
 FE2454;SPC TN       -   578,462.14    962,954.90   sFT  0.99994865   -1 59 14.7
 FE2454;UTM  16      - 3,972,685.880   283,804.889   MT  1.00017598   -1 24 14.1
 FE2454
 FE2454                          SUPERSEDED SURVEY CONTROL
 FE2454
 FE2454  NAD 83(1995)-  35 52 28.48104(N)    089 23 41.13527(W) AD(       ) 4
 FE2454  NAD 83(1986)-  35 52 28.48701(N)    089 23 41.13457(W) AD(       ) 4
 FE2454  NAD 27      -  35 52 28.21900(N)    089 23 40.87300(W) AD(       ) 3
 FE2454
 FE2454.Superseded values are not recommended for survey control.
 FE2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2454.See file dsdata.txt to determine how the superseded data were derived.
 FE2454
 FE2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8380572686(NAD 83)
 FE2454_MARKER: 53 = ELEVATED TANK
 FE2454
 FE2454  HISTORY     - Date     Condition        Report By
 FE2454  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2454
 FE2454                          STATION DESCRIPTION
 FE2454
 FE2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2454'THE STATION IS THE FINIAL ATOP THE WATER TANK. IT IS A FOUR LEGGED,
 FE2454'SILVER COLORED TANK WITH THE LEGEND HALLS ON THE SOUTH SIDE. IT
 FE2454'IS 100 FEET HIGH AND IS LOCATED AT SHANNON STREET AND SOUTH FRONT
 FE2454'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0957 ***********************************************************************
 FE0957  DESIGNATION -  HALLS RM 1
 FE0957  PID         -  FE0957
 FE0957  STATE/COUNTY-  TN/LAUDERDALE
 FE0957  USGS QUAD   -  FOWLKES (1983)
 FE0957
 FE0957                         *CURRENT SURVEY CONTROL
 FE0957  ___________________________________________________________________
 FE0957* NAD 83(1986)-  35 52 59.     (N)    089 25 38.     (W)     SCALED    
 FE0957* NAVD 88     -       126.185  (meters)     413.99   (feet)  ADJUSTED  
 FE0957  ___________________________________________________________________
 FE0957  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0957  DYNAMIC HT  -         126.077 (meters)     413.64  (feet)  COMP
 FE0957  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 FE0957
 FE0957  VERT ORDER  -  FIRST     CLASS I
 FE0957
 FE0957.The horizontal coordinates were scaled from a topographic map and have
 FE0957.an estimated accuracy of +/- 6 seconds.
 FE0957
 FE0957.The orthometric height was determined by differential leveling
 FE0957.and adjusted by the National Geodetic Survey in June 1991..
 FE0957
 FE0957.The geoid height was determined by GEOID03.
 FE0957
 FE0957.The dynamic height is computed by dividing the NAVD 88
 FE0957.geopotential number by the normal gravity value computed on the
 FE0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0957.degrees latitude (g = 980.6199 gals.).
 FE0957
 FE0957.The modeled gravity was interpolated from observed gravity values.
 FE0957
 FE0957;                    North         East    Units  Estimated Accuracy
 FE0957;SPC TN       -   177,360.      290,610.      MT  (+/- 180 meters Scaled)
 FE0957
 FE0957                          SUPERSEDED SURVEY CONTROL
 FE0957
 FE0957  NGVD 29 (??/??/??)  126.127  (m)          413.80   (f) ADJUSTED    1 1
 FE0957
 FE0957.Superseded values are not recommended for survey control.
 FE0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0957.See file dsdata.txt to determine how the superseded data were derived.
 FE0957
 FE0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE808736(NAD 83)
 FE0957_MARKER: DR = REFERENCE MARK DISK
 FE0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0957_STAMPING: HALLS NO 1 1959
 FE0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0957+STABILITY: SURFACE MOTION
 FE0957
 FE0957  HISTORY     - Date     Condition        Report By
 FE0957  HISTORY     - 1959     MONUMENTED       CGS
 FE0957  HISTORY     - 1974     GOOD             NGS
 FE0957  HISTORY     - 20020804 POOR             USACE
 FE0957
 FE0957                          STATION DESCRIPTION
 FE0957
 FE0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0957'1.8 MI W FROM HALLS.
 FE0957'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0957'BAPTIST CHURCH IN HALLS, AT A PAVED ROAD JUNCTION LEADING
 FE0957'NORTHWEST, 37 FEET EAST-NORTHEAST OF THE JUNCTION OF PAVED
 FE0957'ROAD, 24 FEET NORTHWEST OF A 24-INCH OAK TREE, 23 FEET EAST OF
 FE0957'THE CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE HIGHWAY AND IN THE
 FE0957'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 FE0957
 FE0957                          STATION RECOVERY (2002)
 FE0957
 FE0957'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0957'MARK DESTROYED. FOUND CONCRETE MASS IN AREA. CAN RECOGNIZE WHERE CAP
 FE0957'SET ON CONCRETE. DISK GONE, STEM REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2575 ***********************************************************************
 GA2575  DESIGNATION -  HALLS RM 1
 GA2575  PID         -  GA2575
 GA2575  STATE/COUNTY-  TN/KNOX
 GA2575  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2575
 GA2575                         *CURRENT SURVEY CONTROL
 GA2575  ___________________________________________________________________
 GA2575* NAD 83(1986)-  36 05 13.     (N)    083 55 28.     (W)     SCALED    
 GA2575* NAVD 88     -       323.593  (meters)    1061.65   (feet)  ADJUSTED  
 GA2575  ___________________________________________________________________
 GA2575  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2575  DYNAMIC HT  -         323.293 (meters)    1060.67  (feet)  COMP
 GA2575  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA2575
 GA2575  VERT ORDER  -  SECOND    CLASS 0
 GA2575
 GA2575.The horizontal coordinates were scaled from a topographic map and have
 GA2575.an estimated accuracy of +/- 6 seconds.
 GA2575
 GA2575.The orthometric height was determined by differential leveling
 GA2575.and adjusted by the National Geodetic Survey in June 1991..
 GA2575
 GA2575.The geoid height was determined by GEOID03.
 GA2575
 GA2575.The dynamic height is computed by dividing the NAVD 88
 GA2575.geopotential number by the normal gravity value computed on the
 GA2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2575.degrees latitude (g = 980.6199 gals.).
 GA2575
 GA2575.The modeled gravity was interpolated from observed gravity values.
 GA2575
 GA2575;                    North         East    Units  Estimated Accuracy
 GA2575;SPC TN       -   196,540.      786,910.      MT  (+/- 180 meters Scaled)
 GA2575
 GA2575                          SUPERSEDED SURVEY CONTROL
 GA2575
 GA2575  NGVD 29 (??/??/92)  323.704  (m)         1062.02   (f) ADJ UNCH    2 0
 GA2575
 GA2575.Superseded values are not recommended for survey control.
 GA2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2575.See file dsdata.txt to determine how the superseded data were derived.
 GA2575
 GA2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366975(NAD 83)
 GA2575_MARKER: DD = SURVEY DISK
 GA2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2575_STAMPING: HALLS RM-1 1964
 GA2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2575+STABILITY: SURFACE MOTION
 GA2575
 GA2575  HISTORY     - Date     Condition        Report By
 GA2575  HISTORY     - 1964     MONUMENTED       TNHD
 GA2575  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2575
 GA2575                          STATION DESCRIPTION
 GA2575
 GA2575'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2575'13 MI N FROM KNOXVILLE.
 GA2575'THIS MARK IS LOCATED AT THE HALLS 1964 STATION SITE, 83 FEET
 GA2575'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 39 FEET
 GA2575'NORTHEAST OF POWER POLE NO. 106A AND 29 FEET EAST OF THE STATION.
 GA2575'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2575'A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2575
 GA2575                          STATION RECOVERY (1980)
 GA2575
 GA2575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0956 ***********************************************************************
 FE0956  DESIGNATION -  HALLS RM 2
 FE0956  PID         -  FE0956
 FE0956  STATE/COUNTY-  TN/LAUDERDALE
 FE0956  USGS QUAD   -  FOWLKES (1983)
 FE0956
 FE0956                         *CURRENT SURVEY CONTROL
 FE0956  ___________________________________________________________________
 FE0956* NAD 83(1986)-  35 53 00.     (N)    089 25 38.     (W)     SCALED    
 FE0956* NAVD 88     -       126.625  (meters)     415.44   (feet)  ADJUSTED  
 FE0956  ___________________________________________________________________
 FE0956  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0956  DYNAMIC HT  -         126.517 (meters)     415.08  (feet)  COMP
 FE0956  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 FE0956
 FE0956  VERT ORDER  -  FIRST     CLASS I
 FE0956
 FE0956.The horizontal coordinates were scaled from a topographic map and have
 FE0956.an estimated accuracy of +/- 6 seconds.
 FE0956
 FE0956.The orthometric height was determined by differential leveling
 FE0956.and adjusted by the National Geodetic Survey in June 1991..
 FE0956
 FE0956.The geoid height was determined by GEOID03.
 FE0956
 FE0956.The dynamic height is computed by dividing the NAVD 88
 FE0956.geopotential number by the normal gravity value computed on the
 FE0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0956.degrees latitude (g = 980.6199 gals.).
 FE0956
 FE0956.The modeled gravity was interpolated from observed gravity values.
 FE0956
 FE0956;                    North         East    Units  Estimated Accuracy
 FE0956;SPC TN       -   177,390.      290,610.      MT  (+/- 180 meters Scaled)
 FE0956
 FE0956                          SUPERSEDED SURVEY CONTROL
 FE0956
 FE0956  NGVD 29 (??/??/??)  126.567  (m)          415.25   (f) ADJUSTED    1 1
 FE0956
 FE0956.Superseded values are not recommended for survey control.
 FE0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0956.See file dsdata.txt to determine how the superseded data were derived.
 FE0956
 FE0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE808737(NAD 83)
 FE0956_MARKER: DR = REFERENCE MARK DISK
 FE0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0956_STAMPING: HALLS NO 2 1959
 FE0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0956+STABILITY: SURFACE MOTION
 FE0956
 FE0956  HISTORY     - Date     Condition        Report By
 FE0956  HISTORY     - 1959     MONUMENTED       CGS
 FE0956  HISTORY     - 1974     GOOD             NGS
 FE0956  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0956
 FE0956                          STATION DESCRIPTION
 FE0956
 FE0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0956'1.8 MI W FROM HALLS.
 FE0956'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0956'BAPTIST CHURCH IN HALLS, AT A PAVED ROAD JUNCTION LEADING
 FE0956'NORTHWEST, 120 FEET EAST OF HALLS RM 1, 93 FEET EAST-SOUTHEAST
 FE0956'OF JUNCTION OF PAVED ROAD, 26.2 FEET EAST OF THE CENTER LINE
 FE0956'OF THE HIGHWAY, 2 1/2 FEET ABOVE HIGHWAY AND IN THE TOP OF A
 FE0956'CONCRETE POST PROJECTING 0.1 FOOT.
 FE0956
 FE0956                          STATION RECOVERY (2002)
 FE0956
 FE0956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0956'SUSPECTED DESTROYED DUE TO DOZER WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2577 ***********************************************************************
 GA2577  DESIGNATION -  HALLS RM 2
 GA2577  PID         -  GA2577
 GA2577  STATE/COUNTY-  TN/KNOX
 GA2577  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2577
 GA2577                         *CURRENT SURVEY CONTROL
 GA2577  ___________________________________________________________________
 GA2577* NAD 83(1986)-  36 05 13.     (N)    083 55 28.     (W)     SCALED    
 GA2577* NAVD 88     -       323.271  (meters)    1060.60   (feet)  ADJUSTED  
 GA2577  ___________________________________________________________________
 GA2577  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2577  DYNAMIC HT  -         322.970 (meters)    1059.61  (feet)  COMP
 GA2577  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA2577
 GA2577  VERT ORDER  -  SECOND    CLASS 0
 GA2577
 GA2577.The horizontal coordinates were scaled from a topographic map and have
 GA2577.an estimated accuracy of +/- 6 seconds.
 GA2577
 GA2577.The orthometric height was determined by differential leveling
 GA2577.and adjusted by the National Geodetic Survey in June 1991..
 GA2577
 GA2577.The geoid height was determined by GEOID03.
 GA2577
 GA2577.The dynamic height is computed by dividing the NAVD 88
 GA2577.geopotential number by the normal gravity value computed on the
 GA2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2577.degrees latitude (g = 980.6199 gals.).
 GA2577
 GA2577.The modeled gravity was interpolated from observed gravity values.
 GA2577
 GA2577;                    North         East    Units  Estimated Accuracy
 GA2577;SPC TN       -   196,540.      786,910.      MT  (+/- 180 meters Scaled)
 GA2577
 GA2577                          SUPERSEDED SURVEY CONTROL
 GA2577
 GA2577  NGVD 29 (??/??/92)  323.380  (m)         1060.96   (f) ADJ UNCH    2 0
 GA2577
 GA2577.Superseded values are not recommended for survey control.
 GA2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2577.See file dsdata.txt to determine how the superseded data were derived.
 GA2577
 GA2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366975(NAD 83)
 GA2577_MARKER: DD = SURVEY DISK
 GA2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2577_STAMPING: HALLS RM-2 1964
 GA2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2577+STABILITY: SURFACE MOTION
 GA2577
 GA2577  HISTORY     - Date     Condition        Report By
 GA2577  HISTORY     - 1964     MONUMENTED       TNHD
 GA2577  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2577
 GA2577                          STATION DESCRIPTION
 GA2577
 GA2577'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2577'13 MI N FROM KNOXVILLE.
 GA2577'THIS MARK IS LOCATED AT THE HALLS 1964 STATION SITE, 65 FEET
 GA2577'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 38 FEET
 GA2577'NORTH OF A SQUARE CONCRETE RIGHT-OF-WAY POST, 21 FEET SOUTHWEST
 GA2577'OF POWER POLE NO. 106A AND 33 FEET SOUTHWEST OF THE STATION.  THE
 GA2577'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2577'10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2577
 GA2577                          STATION RECOVERY (1980)
 GA2577
 GA2577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2460 ***********************************************************************
 FE2460  DESIGNATION -  HALLS STACK
 FE2460  PID         -  FE2460
 FE2460  STATE/COUNTY-  TN/LAUDERDALE
 FE2460  USGS QUAD   -  FOWLKES (1983)
 FE2460
 FE2460                         *CURRENT SURVEY CONTROL
 FE2460  ___________________________________________________________________
 FE2460* NAD 83(1995)-  35 53 07.59998(N)    089 24 45.43519(W)     ADJUSTED  
 FE2460* NAVD 88     -                                                        
 FE2460  ___________________________________________________________________
 FE2460  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FE2460  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE2460
 FE2460  HORZ ORDER  -  THIRD
 FE2460
 FE2460.The horizontal coordinates were established by classical geodetic methods
 FE2460.and adjusted by the National Geodetic Survey in April 1999..
 FE2460
 FE2460
 FE2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2460
 FE2460.The geoid height was determined by GEOID03.
 FE2460
 FE2460;                    North         East     Units Scale Factor Converg.
 FE2460;SPC TN       -   177,576.754   291,939.343   MT  0.99994880   -1 59 52.4
 FE2460;SPC TN       -   582,599.73    957,804.33   sFT  0.99994880   -1 59 52.4
 FE2460;UTM  16      - 3,973,931.260   282,221.867   MT  1.00018444   -1 24 53.1
 FE2460
 FE2460                          SUPERSEDED SURVEY CONTROL
 FE2460
 FE2460  NAD 83(1995)-  35 53 07.60495(N)    089 24 45.43597(W) AD(       ) 4
 FE2460  NAD 83(1986)-  35 53 07.61101(N)    089 24 45.43547(W) AD(       ) 4
 FE2460  NAD 27      -  35 53 07.34400(N)    089 24 45.17300(W) AD(       ) 3
 FE2460
 FE2460.Superseded values are not recommended for survey control.
 FE2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2460.See file dsdata.txt to determine how the superseded data were derived.
 FE2460
 FE2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8222273931(NAD 83)
 FE2460_MARKER: 63 = STACK
 FE2460
 FE2460  HISTORY     - Date     Condition        Report By
 FE2460  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2460
 FE2460                          STATION DESCRIPTION
 FE2460
 FE2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2460'THE STATION IS THE CENTER OF THE TOP OF THE STACK. IT IS A RED BRICK,
 FE2460'ROUND STACK ABOUT 75 FEET HIGH AND IS LOCATED ABOUT 1 MILE
 FE2460'NORTHWEST OF HALLS AT THE OLD ABANDONED ARMY BASE. THE SURROUNDING
 FE2460'BUILDINGS HAVE BEEN DEMOLISHED AND THE STACK IS STANDING ALONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0379 ***********************************************************************
 EE0379  DESIGNATION -  HAM
 EE0379  PID         -  EE0379
 EE0379  STATE/COUNTY-  TN/HAMILTON
 EE0379  USGS QUAD   -  HOOKER (1982)
 EE0379
 EE0379                         *CURRENT SURVEY CONTROL
 EE0379  ___________________________________________________________________
 EE0379* NAD 83(1995)-  34 59 09.68324(N)    085 24 08.09636(W)     ADJUSTED  
 EE0379* NAVD 88     -       245.056  (meters)     803.99   (feet)  ADJUSTED  
 EE0379  ___________________________________________________________________
 EE0379  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 EE0379  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE0379  DYNAMIC HT  -         244.814 (meters)     803.19  (feet)  COMP
 EE0379  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EE0379
 EE0379  HORZ ORDER  -  SECOND
 EE0379  VERT ORDER  -  FIRST     CLASS II
 EE0379
 EE0379.The horizontal coordinates were established by classical geodetic methods
 EE0379.and adjusted by the National Geodetic Survey in April 1999..
 EE0379
 EE0379.The orthometric height was determined by differential leveling
 EE0379.and adjusted by the National Geodetic Survey in June 1991..
 EE0379
 EE0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE0379
 EE0379.The geoid height was determined by GEOID03.
 EE0379
 EE0379.The dynamic height is computed by dividing the NAVD 88
 EE0379.geopotential number by the normal gravity value computed on the
 EE0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0379.degrees latitude (g = 980.6199 gals.).
 EE0379
 EE0379.The modeled gravity was interpolated from observed gravity values.
 EE0379
 EE0379;                    North         East     Units Scale Factor Converg.
 EE0379;SPC TN       -    72,584.122   654,579.648   MT  1.00005707   +0 20 59.8
 EE0379;SPC TN       -   238,136.41  2,147,566.73   sFT  1.00005707   +0 20 59.8
 EE0379;SPC GA W     -   553,571.082   587,195.036   MT  1.00005678   -0 42 30.7
 EE0379;SPC GA W     - 1,816,174.46  1,926,489.05   sFT  1.00005678   -0 42 30.7
 EE0379;UTM  16      - 3,872,659.104   645,828.739   MT  0.99986210   +0 54 58.6
 EE0379
 EE0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE0379!SPC TN       -   0.99996615  x   1.00005707  =   1.00002321
 EE0379!SPC GA W     -   0.99996615  x   1.00005678  =   1.00002292
 EE0379!UTM  16      -   0.99996615  x   0.99986210  =   0.99982825
 EE0379
 EE0379:                Primary Azimuth Mark                     Grid Az
 EE0379:SPC TN       -  LOOKOUT MOUNTAIN HOTEL SPIRE             131 42 10.6
 EE0379:SPC GA W     -  LOOKOUT MOUNTAIN HOTEL SPIRE             132 45 41.1
 EE0379:UTM  16      -  LOOKOUT MOUNTAIN HOTEL SPIRE             131 08 11.8
 EE0379
 EE0379|---------------------------------------------------------------------|
 EE0379| PID    Reference Object                     Distance      Geod. Az  |
 EE0379|                                                           dddmmss.s |
 EE0379| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX. 3.4 KM 1320310.4 |
 EE0379| EE0380 HAM RM 1                             14.082 METERS 21913     |
 EE0379| EE0378 HAM RM 2                             14.021 METERS 31530     |
 EE0379| EE2089 DRY                                 APPROX. 1.8 KM 3253324.3 |
 EE0379|---------------------------------------------------------------------|
 EE0379
 EE0379                          SUPERSEDED SURVEY CONTROL
 EE0379
 EE0379  NAD 83(1995)-  34 59 09.68327(N)    085 24 08.09705(W) AD(       ) 2
 EE0379  NAD 83(1995)-  34 59 09.68369(N)    085 24 08.09822(W) AD(       ) 2
 EE0379  NAD 83(1995)-  34 59 09.68432(N)    085 24 08.09627(W) AD(       ) 2
 EE0379  NAD 83(1986)-  34 59 09.68456(N)    085 24 08.09594(W) AD(       ) 2
 EE0379  NAD 27      -  34 59 09.41320(N)    085 24 08.24160(W) AD(       ) 2
 EE0379  NGVD 29 (??/??/92)  245.071  (m)          804.04   (f) ADJ UNCH    1 2
 EE0379
 EE0379.Superseded values are not recommended for survey control.
 EE0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0379.See file dsdata.txt to determine how the superseded data were derived.
 EE0379
 EE0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4582972659(NAD 83)
 EE0379_MARKER: DE = TRAVERSE STATION DISK
 EE0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0379_STAMPING: HAM 1962
 EE0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0379+STABILITY: SURFACE MOTION
 EE0379
 EE0379  HISTORY     - Date     Condition        Report By
 EE0379  HISTORY     - 1962     MONUMENTED       CGS
 EE0379  HISTORY     - 1962     GOOD             CGS
 EE0379  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0379
 EE0379                          STATION DESCRIPTION
 EE0379
 EE0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EE0379'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF TIFTONIA, ABOUT 100
 EE0379'YARDS NORTH OF THE TENNESSEE-GEORGIA STATE LINE AND ABOUT 100 YARDS
 EE0379'SOUTH OF THE N.C. AND ST. L. RAILROAD TRACKS ON THE RAILROAD
 EE0379'PROPERTY.
 EE0379'
 EE0379'TO REACH THE STATION FROM THE TENNESSEE-GEORGIA STATE LINE ON U.S.
 EE0379'HIGHWAY 11, SOUTHWEST OF CHATTANOOGA, GO SOUTH ON U.S. HIGHWAY 11
 EE0379'FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, JUST AFTER PASSING UNDER
 EE0379'A RAILROAD UNDERPASS, TURN RIGHT AND FOLLOW THE TRACK ROAD FOR
 EE0379'0.5 MILE TO THE STATION ON THE RIGHT.
 EE0379'
 EE0379'THE STATION IS 19 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A TRACK
 EE0379'ROAD, 7 FEET NORTHWEST OF A 10-INCH PINE TREE AND 3.4 FEET NORTHWEST
 EE0379'OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE MARK SET IN A
 EE0379'SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED HAM 1962.
 EE0379'
 EE0379'REFERENCE MARK NO. 1 IS 27 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 EE0379'OF A TRACK ROAD AND 8 FEET NORTHWEST OF A 12-INCH PINE TREE.  IT IS A
 EE0379'STANDARD MARK SET IN A SQUARE CONCRETE MONUMENT, PROJECTING
 EE0379'2-INCHES, AND THE DISK IS STAMPED HAM NO 1 1962.
 EE0379'
 EE0379'REFERENCE MARK NO. 2 IS 15 FEET NORTHWEST OF THE APPROXIMATE CENTER
 EE0379'OF A TRACK ROAD.  IT IS A STANDARD MARK SET IN A SQUARE CONCRETE
 EE0379'MONUMENT, PROJECTING 3-INCHES, AND THE DISK IS STAMPED HAM NO 2
 EE0379'1962.
 EE0379'
 EE0379'TRAVERSE STATION DRY WILL SERVE AS AN AZIMUTH.
 EE0379'IT IS LOCATED ABOUT 6-3/4 MILES SOUTHWEST OF DOWNTOWN
 EE0379'CHATTANOOGA, ABOUT 3-1/2 MILES WEST OF LOOKOUT MOUNTAIN AND ABOUT 1
 EE0379'MILE NORTH OF THE GEORGIA-TENNESSEE STATE LINE ON THE PROPERTY OF
 EE0379'HIAWASSEE LAND CO.
 EE0379'IT IS 26 FEET SOUTHEAST OF A 12-INCH TREE, 26 FEET NORTHEAST
 EE0379'OF A 14-INCH TREE, 21 FEET SOUTH OF AN 18-INCH TREE AND 1.7 FEET
 EE0379'NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE DISK
 EE0379'SET IN A SQUARE CONCRETE MONUMENT, PROJECTING 5-INCHES, AND IS
 EE0379'STAMPED DRY 1962.
 EE0379'
 EE0379'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 EE0379
 EE0379                          STATION RECOVERY (1962)
 EE0379
 EE0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 EE0379'3 MI SW FROM TIFTONIA.
 EE0379'TO REACH THE STATION FROM THE TENNESSEE-GEORGIA STATE LINE ON
 EE0379'U.S. HIGHWAY 11, SOUTHWEST OF TIFTONIA, GO SOUTH ON U.S. HIGHWAY
 EE0379'11 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, JUST AFTER PASSING
 EE0379'UNDER A RAILROAD UNDERPASS, TURN RIGHT AND FOLLOW THE TRACK
 EE0379'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT, 19 FEET NORTHEAST
 EE0379'OF THE CENTER OF A TRACK ROAD, 7 FEET NORTHWEST OF A 10 INCH
 EE0379'PINE TREE AND 3.4 FEET NORTHWEST OF A METAL WITNESS POST.  A
 EE0379'STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 EE0379'GROUND AND IS ABOUT LEVEL WITH THE ROAD.
 EE0379
 EE0379                          STATION RECOVERY (1983)
 EE0379
 EE0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0379'NOT RECOVERED, STATION IS LOCATED ON PRIVATE PROPERTY AND COULD NOT
 EE0379'LOCATE OWNER FOR PERMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0380 ***********************************************************************
 EE0380  DESIGNATION -  HAM RM 1
 EE0380  PID         -  EE0380
 EE0380  STATE/COUNTY-  TN/HAMILTON
 EE0380  USGS QUAD   -  HOOKER (1982)
 EE0380
 EE0380                         *CURRENT SURVEY CONTROL
 EE0380  ___________________________________________________________________
 EE0380* NAD 83(1986)-  34 59 09.     (N)    085 24 08.     (W)     SCALED    
 EE0380* NAVD 88     -       245.697  (meters)     806.09   (feet)  ADJUSTED  
 EE0380  ___________________________________________________________________
 EE0380  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE0380  DYNAMIC HT  -         245.454 (meters)     805.29  (feet)  COMP
 EE0380  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EE0380
 EE0380  VERT ORDER  -  FIRST     CLASS II
 EE0380
 EE0380.The horizontal coordinates were scaled from a topographic map and have
 EE0380.an estimated accuracy of +/- 6 seconds.
 EE0380
 EE0380.The orthometric height was determined by differential leveling
 EE0380.and adjusted by the National Geodetic Survey in June 1991..
 EE0380
 EE0380.The geoid height was determined by GEOID03.
 EE0380
 EE0380.The dynamic height is computed by dividing the NAVD 88
 EE0380.geopotential number by the normal gravity value computed on the
 EE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0380.degrees latitude (g = 980.6199 gals.).
 EE0380
 EE0380.The modeled gravity was interpolated from observed gravity values.
 EE0380
 EE0380;                    North         East    Units  Estimated Accuracy
 EE0380;SPC TN       -    72,560.      654,580.      MT  (+/- 180 meters Scaled)
 EE0380
 EE0380                          SUPERSEDED SURVEY CONTROL
 EE0380
 EE0380  NGVD 29 (??/??/92)  245.712  (m)          806.14   (f) ADJ UNCH    1 2
 EE0380
 EE0380.Superseded values are not recommended for survey control.
 EE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0380.See file dsdata.txt to determine how the superseded data were derived.
 EE0380
 EE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD458726(NAD 83)
 EE0380_MARKER: DR = REFERENCE MARK DISK
 EE0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0380_STAMPING: HAM NO 1 1962
 EE0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0380+STABILITY: SURFACE MOTION
 EE0380
 EE0380  HISTORY     - Date     Condition        Report By
 EE0380  HISTORY     - 1962     MONUMENTED       CGS
 EE0380  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0380
 EE0380                          STATION DESCRIPTION
 EE0380
 EE0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EE0380'3 MI SW FROM TIFTONIA.
 EE0380'THE MARK IS LOCATED AT THE HAM STATION SITE, 46.2 SOUTHWEST OF
 EE0380'THE STATION, 27 FEET SOUTH OF THE CENTER OF THE TRACKROAD, 8 FEET
 EE0380'NORTHWEST OF A 12 INCH PINE TREE, 6 FEET NORTHWEST OF A 6 INCH
 EE0380'OAK TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 EE0380'PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
 EE0380
 EE0380                          STATION RECOVERY (1983)
 EE0380
 EE0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0380'NOT RECOVERED, ON PRIVATE PROPERTY, COULD NOT LOCATE PROPERTY OWNER
 EE0380'FOR PERMISSION TO SEARCH FOR MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0378 ***********************************************************************
 EE0378  DESIGNATION -  HAM RM 2
 EE0378  PID         -  EE0378
 EE0378  STATE/COUNTY-  TN/HAMILTON
 EE0378  USGS QUAD   -  HOOKER (1982)
 EE0378
 EE0378                         *CURRENT SURVEY CONTROL
 EE0378  ___________________________________________________________________
 EE0378* NAD 83(1986)-  34 59 09.     (N)    085 24 08.     (W)     SCALED    
 EE0378* NAVD 88     -       245.536  (meters)     805.56   (feet)  ADJUSTED  
 EE0378  ___________________________________________________________________
 EE0378  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE0378  DYNAMIC HT  -         245.293 (meters)     804.77  (feet)  COMP
 EE0378  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 EE0378
 EE0378  VERT ORDER  -  FIRST     CLASS II
 EE0378
 EE0378.The horizontal coordinates were scaled from a topographic map and have
 EE0378.an estimated accuracy of +/- 6 seconds.
 EE0378
 EE0378.The orthometric height was determined by differential leveling
 EE0378.and adjusted by the National Geodetic Survey in June 1991..
 EE0378
 EE0378.The geoid height was determined by GEOID03.
 EE0378
 EE0378.The dynamic height is computed by dividing the NAVD 88
 EE0378.geopotential number by the normal gravity value computed on the
 EE0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0378.degrees latitude (g = 980.6199 gals.).
 EE0378
 EE0378.The modeled gravity was interpolated from observed gravity values.
 EE0378
 EE0378;                    North         East    Units  Estimated Accuracy
 EE0378;SPC TN       -    72,560.      654,580.      MT  (+/- 180 meters Scaled)
 EE0378
 EE0378                          SUPERSEDED SURVEY CONTROL
 EE0378
 EE0378  NGVD 29 (??/??/92)  245.551  (m)          805.61   (f) ADJ UNCH    1 2
 EE0378
 EE0378.Superseded values are not recommended for survey control.
 EE0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0378.See file dsdata.txt to determine how the superseded data were derived.
 EE0378
 EE0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD458726(NAD 83)
 EE0378_MARKER: DR = REFERENCE MARK DISK
 EE0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0378_STAMPING: HAM NO 2 1962
 EE0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0378+STABILITY: SURFACE MOTION
 EE0378
 EE0378  HISTORY     - Date     Condition        Report By
 EE0378  HISTORY     - 1962     MONUMENTED       CGS
 EE0378  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0378
 EE0378                          STATION DESCRIPTION
 EE0378
 EE0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EE0378'3 MI SW FROM TIFTONIA.
 EE0378'THE MARK IS LOCATED AT THE HAM STATION SITE, 46.0 FEET NORTHWEST
 EE0378'OF THE STATION, 15 FEET NORTHWEST OF THE CENTER OF A TRACK
 EE0378'ROAD.  A STANDARD DISK SET IN THE TOP OF CONCRETE POST PROJECTING
 EE0378'2 INCHES AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK ROAD.
 EE0378
 EE0378                          STATION RECOVERY (1983)
 EE0378
 EE0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0378'NOT RECOVERED, ON PRIVATE PROPERTY, COULD NOT LOCATE PROPERTY OWNER
 EE0378'FOR PERMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2567 ***********************************************************************
 GC2567  DESIGNATION -  HAMBLE
 GC2567  PID         -  GC2567
 GC2567  STATE/COUNTY-  TN/DICKSON
 GC2567  USGS QUAD   -  CUMBERLAND FURNACE (1983)
 GC2567
 GC2567                         *CURRENT SURVEY CONTROL
 GC2567  ___________________________________________________________________
 GC2567* NAD 83(1995)-  36 17 35.75243(N)    087 18 17.13340(W)     ADJUSTED  
 GC2567* NAVD 88     -       217.66   (+/-2cm)     714.1    (feet)  VERTCON   
 GC2567  ___________________________________________________________________
 GC2567  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GC2567  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC2567
 GC2567  HORZ ORDER  -  SECOND
 GC2567  VERT ORDER  -  THIRD ? (See Below)
 GC2567
 GC2567.The horizontal coordinates were established by classical geodetic methods
 GC2567.and adjusted by the National Geodetic Survey in April 1999..
 GC2567
 GC2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2567.The vertical order pertains to the NGVD 29 superseded value.
 GC2567
 GC2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2567
 GC2567.The geoid height was determined by GEOID03.
 GC2567
 GC2567;                    North         East     Units Scale Factor Converg.
 GC2567;SPC TN       -   218,236.674   482,800.960   MT  0.99998044   -0 45 49.9
 GC2567;SPC TN       -   715,998.15  1,583,989.48   sFT  0.99998044   -0 45 49.9
 GC2567;UTM  16      - 4,016,519.657   472,634.788   MT  0.99960923   -0 10 49.4
 GC2567
 GC2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2567!SPC TN       -   0.99997042  x   0.99998044  =   0.99995086
 GC2567!UTM  16      -   0.99997042  x   0.99960923  =   0.99957966
 GC2567
 GC2567|---------------------------------------------------------------------|
 GC2567| PID    Reference Object                     Distance      Geod. Az  |
 GC2567|                                                           dddmmss.s |
 GC2567| CG5966 HAMBLE RM 1                          33.918 METERS 02921     |
 GC2567| CG5967 HAMBLE RM 2                          44.955 METERS 11811     |
 GC2567| CG5965 HAMBLE AZ MK                                       1543802.9 |
 GC2567|---------------------------------------------------------------------|
 GC2567
 GC2567                          SUPERSEDED SURVEY CONTROL
 GC2567
 GC2567  NAD 83(1995)-  36 17 35.75366(N)    087 18 17.13571(W) AD(       ) 2
 GC2567  NAD 83(1995)-  36 17 35.75597(N)    087 18 17.13713(W) AD(       ) 2
 GC2567  NAD 83(1986)-  36 17 35.76222(N)    087 18 17.13653(W) AD(       ) 2
 GC2567  NAD 27      -  36 17 35.56400(N)    087 18 17.10900(W) AD(       ) 2
 GC2567  NGVD 29 (07/19/86)  217.70   (m)          714.2    (f) LEVELING    3  
 GC2567
 GC2567.Superseded values are not recommended for survey control.
 GC2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2567.See file dsdata.txt to determine how the superseded data were derived.
 GC2567
 GC2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7263516520(NAD 83)
 GC2567_MARKER: DS = TRIANGULATION STATION DISK
 GC2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2567
 GC2567  HISTORY     - Date     Condition        Report By
 GC2567  HISTORY     - 1934     MONUMENTED       CGS
 GC2567  HISTORY     - 1953     GOOD             CGS
 GC2567
 GC2567                          STATION DESCRIPTION
 GC2567
 GC2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2567'ABOUT 3-1/2 MILES NORTHEAST OF CUMBERLAND FURNACE, ON LOW HILL AT
 GC2567'WEST END OF SMALL RIDGE, ON PROPERTY OF MRS. RUFUS SCHMITTON, IN
 GC2567'EASTERN PART OF FIELD AND ORCHARD, 167.4 FEET WEST OF CENTER OF ROAD,
 GC2567'AND ABOUT 60 FEET NORTH OF 10-INCH APPLE TREE. TO REACH
 GC2567'FROM CUMBERLAND FURNACE, FOLLOW STATE ROUTE 48 SOUTH 1.8 MILES, TURN
 GC2567'LEFT ONTO DIRT ROAD AND FOLLOW MAIN ROAD 4.7 MILES, BEAR LEFT
 GC2567'ONTO T-ROAD AT OLD BARN AND CONTINUE 0.4 MILE TO TOP OF GRADE AND
 GC2567'STATION. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GC2567'IN CONCRETE. UPPER MARK IS 10 INCHES BELOW
 GC2567'SURFACE OF GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2567'DISKS IN CONCRETE.  NO. 1 IS ON EDGE OF THICKET AND
 GC2567'112.49 FEET FROM STATION.  NO. 2 IS ON WEST
 GC2567'SIDE OF ROAD, ON EAST FENCE LINE, AND 147.49 FEET FROM STATION.
 GC2567'AZIMUTH MARK IS ON WEST SIDE OF MAIN
 GC2567'SLAYDEN ROAD, 250 YARDS NORTHEAST OF T-ROAD WEST, 100 FEET
 GC2567'SOUTHWEST OF LARGE OAK TREE, 12 FEET NORTHWEST OF CENTER
 GC2567'LINE OF ROAD, 2 FEET INSIDE FENCE, AND 0.45 MILE FROM STATION.
 GC2567
 GC2567                          STATION RECOVERY (1953)
 GC2567
 GC2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2567'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GC2567'DISTANCE TO AZIMUTH MARK AND REFERENCE MARK NO. 2 CHECKED.
 GC2567'DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK. DIRECTION TO THE
 GC2567'REFERENCE MARKS CHECKED. DIRECTION TO THE AZIMUTH MARK FAILED
 GC2567'TO CHECK. A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2567'
 GC2567'STATION IS LOCATED 8 MILES NORTH OF CHARLOTTE, 3-1/2 MILES NORTHEAST
 GC2567'OF CUMBERLAND FURNACE, ON PROPERTY OWNED BY LESTER WATKINS.
 GC2567'IT IS 167 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 25 FEET EAST
 GC2567'OF A 10 INCH PEAR TREE. THE MARK IS 8 INCHES BELOW THE
 GC2567'SURFACE AND THE DISK IS STAMPED HAMBLE 1934.
 GC2567'
 GC2567'REFERENCE MARK NO. 1 IS 111.28 FEET NORTHEAST OF THE STATION. IT IS
 GC2567'125 FEET WEST OF THE CENTER OF THE GRAVEL ROAD. THE MARK
 GC2567'PROJECTS 2 INCHES AND THE DISK IS STAMPED HAMBLE NO 1 1934.
 GC2567'
 GC2567'REFERENCE MARK NO. 2 IS 147.49 FEET SOUTHEAST OF THE STATION. IT IS
 GC2567'18 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET SOUTH OF
 GC2567'A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE. THE MARK
 GC2567'PROJECTS 2 INCHES AND THE DISK IS STAMPED HAMBLE NO 2 1934
 GC2567'
 GC2567'AZIMUTH MARK IS 0.45 MILE SOUTHEAST OF THE STATION. IT IS 15 FEET
 GC2567'NORTHWEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT NORTHEAST
 GC2567'OF A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GC2567'STAMPED HAMBLE AZI 1934.
 GC2567'
 GC2567'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 49 AND
 GC2567'48 IN CHARLOTTE, GO NORTH ON HIGHWAY 48 FOR 4.2 MILES TO A PAVED
 GC2567'CROSSROAD, TURN RIGHT AND GO 2.9 MILES TO THE VILLAGE OF STAYTON.
 GC2567'CONTINUE FOR 0.7 MILE TO A FORK. TAKE LEFT FORK AND GO 1.1
 GC2567'MILE TO A FORK(*). TAKE LEFT FORK AND GO 0.4 MILE TO THE STATION ON
 GC2567'THE LEFT AS DESCRIBED.
 GC2567'
 GC2567'(*) FROM THIS FORK GO RIGHT FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 GC2567'LEFT AS DESCRIBED.
 GC2567'
 GC2567'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1502 ***********************************************************************
 FD1502  DESIGNATION -  HAMILTON
 FD1502  PID         -  FD1502
 FD1502  STATE/COUNTY-  TN/WILLIAMSON
 FD1502  USGS QUAD   -  FAIRVIEW (1951)
 FD1502
 FD1502                         *CURRENT SURVEY CONTROL
 FD1502  ___________________________________________________________________
 FD1502* NAD 83(1995)-  35 53 05.24670(N)    087 07 21.15104(W)     ADJUSTED  
 FD1502* NAVD 88     -       301.2    (meters)     988.     (feet)  VERTCON   
 FD1502  ___________________________________________________________________
 FD1502  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FD1502  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD1502
 FD1502  HORZ ORDER  -  FIRST
 FD1502
 FD1502.The horizontal coordinates were established by classical geodetic methods
 FD1502.and adjusted by the National Geodetic Survey in April 1999..
 FD1502
 FD1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1502
 FD1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1502
 FD1502.The geoid height was determined by GEOID03.
 FD1502
 FD1502;                    North         East     Units Scale Factor Converg.
 FD1502;SPC TN       -   172,713.957   498,647.882   MT  0.99994879   -0 39 25.9
 FD1502;SPC TN       -   566,645.71  1,635,980.59   sFT  0.99994879   -0 39 25.9
 FD1502;UTM  16      - 3,971,177.119   488,939.541   MT  0.99960151   -0 04 18.6
 FD1502
 FD1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1502!SPC TN       -   0.99995720  x   0.99994879  =   0.99990599
 FD1502!UTM  16      -   0.99995720  x   0.99960151  =   0.99955872
 FD1502
 FD1502|---------------------------------------------------------------------|
 FD1502| PID    Reference Object                     Distance      Geod. Az  |
 FD1502|                                                           dddmmss.s |
 FD1502| CG5969 HAMILTON RM 1                        38.587 METERS 04004     |
 FD1502| CG5971 HAMILTON RM 3                        24.593 METERS 06911     |
 FD1502| CG5968 HAMILTON AZ MK                                     0704105.6 |
 FD1502| CG5973 HAMILTON RM 5                        26.941 METERS 07320     |
 FD1502| FD1504 HAMILTON RM 6                        32.484 METERS 19645     |
 FD1502| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.14.1 KM 2933403.0 |
 FD1502| CG5970 HAMILTON RM 2                        30.190 METERS 30653     |
 FD1502| CG5972 HAMILTON RM 4                        23.048 METERS 32238     |
 FD1502|---------------------------------------------------------------------|
 FD1502
 FD1502                          SUPERSEDED SURVEY CONTROL
 FD1502
 FD1502  NAD 83(1995)-  35 53 05.24804(N)    087 07 21.15391(W) AD(       ) 1
 FD1502  NAD 83(1986)-  35 53 05.25793(N)    087 07 21.15399(W) AD(       ) 1
 FD1502  NAD 27      -  35 53 05.02200(N)    087 07 21.13000(W) AD(       ) 1
 FD1502  NGVD 29 (07/19/86)  301.2    (m)          988.     (f) VERT ANG       
 FD1502
 FD1502.Superseded values are not recommended for survey control.
 FD1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1502.See file dsdata.txt to determine how the superseded data were derived.
 FD1502
 FD1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8894071177(NAD 83)
 FD1502_MARKER: DS = TRIANGULATION STATION DISK
 FD1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1502
 FD1502  HISTORY     - Date     Condition        Report By
 FD1502  HISTORY     - 1933     MONUMENTED       CGS
 FD1502  HISTORY     - 1953     GOOD             CGS
 FD1502  HISTORY     - 1970     GOOD             NGS
 FD1502
 FD1502                          STATION DESCRIPTION
 FD1502
 FD1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 FD1502'ABOUT 13 MILES WEST-SOUTHWEST OF FRANKLIN, 7.25 MILES AIRLINE WEST OF
 FD1502'HILLSBORO, 5.5
 FD1502'MILES AIRLINE SOUTH- SOUTHWEST OF FERNVALE STORE, AND
 FD1502'ON LAND OWNED BY CORA HAMILTON.
 FD1502'TO REACH FROM FRANKLIN, FOLLOW
 FD1502'IMPROVED ROAD-TO-ROAD INTERSECTION AND BANK AT
 FD1502'HILLSBORO, GO
 FD1502'SOUTHWEST 1.1 MILES TO GRAVEL ROAD TO RIGHT (PINEWOOD ROAD), TURN
 FD1502'RIGHT, GO 4.75
 FD1502'MILES TO SIDE ROAD TO LEFT, AND THEN KEEP STRAIGHT
 FD1502'AHEAD 2.5 MILES TO STATION SITE.
 FD1502'STATION IS ACROSS ROAD SOUTH OF
 FD1502'HOUSE IN FIELD, 47 FEET EAST OF T INTERSECTION OF
 FD1502'ROAD, 35 FEET EAST
 FD1502'OF FENCE LINE, 13.5 FEET SOUTH OF FENCE LINE, 32.5 FEET
 FD1502'NORTH-NORTHEAST
 FD1502'OF LARGE OAK TREE, AND 31 FEET SOUTH OF CENTER LINE
 FD1502'OF ROAD.  SURFACE AND UNDERGROUND
 FD1502'MARKS ARE STANDARD STATION DISKS IN
 FD1502'CONCRETE.  UPPER MARK IS 10 INCHES
 FD1502'BELOW SURFACE OF
 FD1502'GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FD1502'CONCRETE.
 FD1502'REFERENCE MARK NO 1, PROJECTING 8 INCHES ABOVE
 FD1502'GROUND, IS 44 FEET NORTH OF
 FD1502'CENTER LINE OF ROAD, 6 FEET WEST OF WIRE
 FD1502'FENCE CORNER, 2.5 FEET SOUTH OF FENCE LINE,
 FD1502'AND 126.60 FEET FROM
 FD1502'STATION N 40 DEG 05 MIN E.  REFERENCE MARK NO 2,
 FD1502'PROJECTING 10
 FD1502'INCHES ABOVE GROUND, IS 39 FEET NORTH OF CENTER LINE OF ROAD, 10
 FD1502'FEET WEST OF FENCE
 FD1502'CORNER IN FRONT OF HOUSE, 1 FOOT SOUTH OF BOARD
 FD1502'FENCE LINE, AND 99.05 FEET FROM  STATION N 55 DEG 08 MIN W.
 FD1502'AZIMUTH MARK, PROJECTING 10 INCHES ABOVE GROUND,
 FD1502'IS 27 FEET NORTH OF
 FD1502'PINEWOOD ROAD, 25 FEET EAST OF OLD WAGON TRAIL LEADING
 FD1502'NORTH-NORTHEAST,
 FD1502'5 FEET WEST OF SOUTHWEST RAIL-FENCE CORNER, AND
 FD1502'ABOUT 0.35 MILE FROM STATION.
 FD1502
 FD1502                          STATION RECOVERY (1953)
 FD1502
 FD1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1502'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FD1502'CONDITION.  THE DISTANCES
 FD1502'AND DIRECTIONS TO REFERENCE MARK NO 1 AND THE AZIMUTH MARK
 FD1502'CHECKED.  THE DISTANCE TO
 FD1502'REFERENCE MARK NO 2 CHECKED BUT THE
 FD1502'DIRECTION DID NOT CHECK.  REFERENCE MARKS NO
 FD1502'1 AND NO 2 WERE
 FD1502'DESTROYED AT THE REQUEST OF L C DUGAN WHO NOW OWNS THE
 FD1502'PROPERTY.
 FD1502'REFERENCE MARKS NO 3 AND NO 4 WERE ESTABLISHED BY THIS PARTY.  THE
 FD1502'FOLLOWING
 FD1502'INFORMATION WAS ADDED TO THE ORIGINAL DESCRIPTION-
 FD1502'
 FD1502'STATION MARK IS 90 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 37
 FD1502'FEET SOUTH OF THE CENTER OF
 FD1502'A GRAVEL ROAD AND 13 FEET SOUTH OF A FENCE AND WHITE
 FD1502'WITNESS POST.  THE MARK IS 6 INCHES
 FD1502'UNDERGROUND AND THE DISK IS
 FD1502'STAMPED HAMILTON 1933.
 FD1502'
 FD1502'REFERENCE MARK NO 3 IS 37 FEET NORTH OF A POWER POLE, 23 FEET SOUTH
 FD1502'OF THE CENTER OF THE
 FD1502'ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 FD1502'ABOUT 3 INCHES AND THE DISK IS
 FD1502'STAMPED HAMILTON NO 3 1933.
 FD1502'
 FD1502'REFERENCE MARK NO 4 IS 36 FEET NORTH OF THE CENTER OF THE ROAD AND 15
 FD1502'FEET EAST OF THE CENTER OF A
 FD1502'DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 FD1502'STAMPED HAMILTON NO 4 1933.
 FD1502'
 FD1502'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 30 FEET
 FD1502'EAST OF A WOODS ROAD AND 2
 FD1502'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 FD1502'PROJECTS ABOUT 6 INCHES AND THE
 FD1502'DISK IS STAMPED HAMILTON AZIMUTH
 FD1502'1933.
 FD1502'
 FD1502'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 100,
 FD1502'ABOUT 2 MILES SOUTH OF
 FD1502'BON AQUA, GO EAST ON HIGHWAY 100 FOR 5.4 MILES TO A
 FD1502'GRAVEL CROSSROAD.  TURN RIGHT AND
 FD1502'GO SOUTH FOR 0.1 MILE TO A GRAVEL
 FD1502'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 7.2 MILES
 FD1502'TO MR DUGANS
 FD1502'FARM BUILDINGS AND THE STATION ON THE LEFT.  CONTINUE ON
 FD1502'THE GRAVEL ROAD
 FD1502'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FD1502'
 FD1502'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK-
 FD1502'
 FD1502'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD1502
 FD1502                          STATION RECOVERY (1970)
 FD1502
 FD1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1502'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE
 FD1502'IN GOOD CONDITION.  REFERENCE MARKS NUMBERS 3 AND 4 HAVE BEEN
 FD1502'DESTROYED BY ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS NUMBERS 5
 FD1502'AND 6 WERE ESTABLISHED AT THIS TIME.  REFERENCE MARK 6 WAS
 FD1502'OCCUPIED DUE TO THE STATION BEING TO CLOSE TO A POWER LINE TO
 FD1502'BUILD A TOWER.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FD1502'
 FD1502'THE STATION IS LOCATED ABOUT 21 MILES NORTHEAST OF CENTERVILLE, 7
 FD1502'MILES SOUTH OF FAIRVIEW, 7 MILES WEST OF HILLSBORO AND ON PROPERTY
 FD1502'OWNED BY MRS. ADDIE DUGAN OF BENDING CHESTNUT, TENNESSEE.
 FD1502'
 FD1502'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR HAMILTON RM
 FD1502'6 1970.
 FD1502'
 FD1502'THE STATION MARK IS A STANDARD DISK STAMPED HAMILTON 1933, SET IN THE
 FD1502'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 FD1502'IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 56.5 FEET NORTHWEST OF
 FD1502'POWER POLE NUMBER 87, 34 FEET SOUTH OF THE CENTER OF THE
 FD1502'SURFACED ROAD, 33 FEET EAST OF A FENCE CORNER AND 9 FEET SOUTH
 FD1502'OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN A EAST-WEST
 FD1502'FENCE.
 FD1502'
 FD1502'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HAMILTON 1933 NO 5 1970,
 FD1502'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 FD1502'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 89 FEET EAST
 FD1502'OF THE METAL WITNESS POST WITH SIGN ATTACHED, 36.5 FEET NORTH OF
 FD1502'POWER POLE NUMBER 88, 25 FEET SOUTH OF THE CENTER OF THE SURFACED
 FD1502'ROAD AND 1 FOOT SOUTH OF THE FENCE.
 FD1502'
 FD1502'REFERENCE MARK 6 IS STANDARD DISK STAMPED HAMILTON 1933 NO 6 1970,
 FD1502'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 18 INCHES IN
 FD1502'DIAMETER AND IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 117 FEET
 FD1502'SOUTH OF THE METAL WITNESS POST WITH SIGN ATTACHED, 60 FEET SOUTH
 FD1502'OF POWER POLE NUMBER 87, 46 FEET WEST OF THE NORTHWEST CORNER OF AN
 FD1502'OLD BARN AND 24 FEET EAST OF THE CENTER OF THE GRAVELED ROAD.
 FD1502'
 FD1502'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HAMILTON
 FD1502'AZIMUTH 1933, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 FD1502'INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 FD1502'IT IS 41 FEET NORTH OF THE CENTER OF THE SURFACED ROAD, 31 FEET
 FD1502'EAST OF THE CENTER OF A WOODS ROAD AND 25 FEET WEST OF A DOUBLE
 FD1502'TRUNKED OAK TREE.
 FD1502'
 FD1502'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 FD1502'
 FD1502'NOTE--AN UNDER-GROUND MARK WAS SET FOR RM 6.
 FD1502'
 FD1502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST OF
 FD1502'HILLSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1504 ***********************************************************************
 FD1504  CBN         -  This is a Cooperative Base Network Control Station.
 FD1504  DESIGNATION -  HAMILTON RM 6
 FD1504  PID         -  FD1504
 FD1504  STATE/COUNTY-  TN/WILLIAMSON
 FD1504  USGS QUAD   -  FAIRVIEW (1951)
 FD1504
 FD1504                         *CURRENT SURVEY CONTROL
 FD1504  ___________________________________________________________________
 FD1504* NAD 83(1995)-  35 53 04.23746(N)    087 07 21.52428(W)     ADJUSTED  
 FD1504* NAVD 88     -       302.1    (meters)     991.     (feet)  GPS OBS   
 FD1504  ___________________________________________________________________
 FD1504  X           -     259,712.554 (meters)                     COMP
 FD1504  Y           -  -5,167,219.546 (meters)                     COMP
 FD1504  Z           -   3,717,977.361 (meters)                     COMP
 FD1504  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FD1504  ELLIP HEIGHT-         273.66  (meters)          (12/14/95) GPS OBS
 FD1504  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD1504
 FD1504  HORZ ORDER  -  B
 FD1504  ELLP ORDER  -  FIRST     CLASS II
 FD1504
 FD1504.The horizontal coordinates were established by GPS observations
 FD1504.and adjusted by the National Geodetic Survey in December 1995..
 FD1504
 FD1504.The orthometric height was determined by GPS observations and a
 FD1504.high-resolution geoid model.
 FD1504
 FD1504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1504
 FD1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1504
 FD1504.The ellipsoidal height was determined by GPS observations
 FD1504.and is referenced to NAD 83.
 FD1504
 FD1504.The geoid height was determined by GEOID03.
 FD1504
 FD1504;                    North         East     Units Scale Factor Converg.
 FD1504;SPC TN       -   172,682.962   498,638.165   MT  0.99994879   -0 39 26.1
 FD1504;SPC TN       -   566,544.02  1,635,948.71   sFT  0.99994879   -0 39 26.1
 FD1504;UTM  16      - 3,971,146.037   488,930.144   MT  0.99960151   -0 04 18.8
 FD1504
 FD1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1504!SPC TN       -   0.99995705  x   0.99994879  =   0.99990584
 FD1504!UTM  16      -   0.99995705  x   0.99960151  =   0.99955858
 FD1504
 FD1504:                Primary Azimuth Mark                     Grid Az
 FD1504:SPC TN       -  FAIRVIEW MUN TANK                        001 02 48.5
 FD1504:UTM  16      -  FAIRVIEW MUN TANK                        000 27 41.2
 FD1504
 FD1504|---------------------------------------------------------------------|
 FD1504| PID    Reference Object                     Distance      Geod. Az  |
 FD1504|                                                           dddmmss.s |
 FD1504| FD1505 FAIRVIEW MUN TANK                   APPROX.11.2 KM 0002322.4 |
 FD1504| FD1503 HOLLAND RIM 30 LOT                  APPROX. 2.5 KM 0020700.2 |
 FD1504| FD1502 HAMILTON                             32.484 METERS 01645     |
 FD1504| CG5973 HAMILTON RM 5                        52.389 METERS 04210     |
 FD1504| CG5968 HAMILTON AZ MK                                     0672015.2 |
 FD1504|---------------------------------------------------------------------|
 FD1504
 FD1504                          SUPERSEDED SURVEY CONTROL
 FD1504
 FD1504  NAD 83(1995)-  35 53 04.23880(N)    087 07 21.52714(W) AD(       ) B
 FD1504  ELLIP H (09/07/90)  273.56   (m)                       GP(       ) 4 1
 FD1504  NAD 83(1986)-  35 53 04.24864(N)    087 07 21.52725(W) AD(       ) 1
 FD1504  NAD 27      -  35 53 04.01274(N)    087 07 21.50321(W) AD(       ) 1
 FD1504  NGVD 29 (09/07/90)  302.1    (m)          991.     (f) GPS OBS        
 FD1504
 FD1504.Superseded values are not recommended for survey control.
 FD1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1504.See file dsdata.txt to determine how the superseded data were derived.
 FD1504
 FD1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8893071146(NAD 83)
 FD1504_MARKER: DR = REFERENCE MARK DISK
 FD1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1504_STAMPING: HAMILTON 1933 NO 6 1970
 FD1504_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1504+STABILITY: SURFACE MOTION
 FD1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1504+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 FD1504
 FD1504  HISTORY     - Date     Condition        Report By
 FD1504  HISTORY     - 1970     MONUMENTED       NGS
 FD1504  HISTORY     - 1987     GOOD             AEROS
 FD1504  HISTORY     - 19950613 GOOD             NGS
 FD1504
 FD1504                          STATION DESCRIPTION
 FD1504
 FD1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1504'THE STATION IS LOCATED ABOUT 21 MILES NORTHEAST OF CENTERVILLE,
 FD1504'7 MILES SOUTH OF FAIRVIEW, 7 MILES WEST OF HILLSBORO AND ON
 FD1504'PROPERTY OWNED BY MRS ADDIE DUGAN OF BENDING CHESTNUT, TENNESSEE.
 FD1504'
 FD1504'TO REACH THE STATION FROM THE COURT HOUSE IN CENTERVILLE, GO
 FD1504'NORTHEASTERLY ON STATE HIGHWAY 100 FOR 16.6 MILES TO THE JUNCTION
 FD1504'OF STATE HIGHWAY 46.  CONTINUE NORTHEASTERLY ON STATE HIGHWAY
 FD1504'100 FOR 7.7 MILES TO THE HICKMAN-WILLIAMSON COUNTY LINE.  CONTINUE
 FD1504'AHEAD ON STATE HIGHWAY 100 FOR 0.3 MILES TO A CROSS ROAD.  TURN
 FD1504'RIGHT AND GO EAST-SOUTHEAST ON STATE ROUTE 6148 FOR 6.3 MILES TO
 FD1504'A SIDE ROAD RIGHT AT THE TOP OF A LOW HILL AND THE STATION ON
 FD1504'THE RIGHT AS DESCRIBED.
 FD1504'
 FD1504'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1504'HAMILTON 1933 NO 6 1970, SET IN THE TOP OF A ROUND CONCRETE
 FD1504'MONUMENT THAT IS 18 INCHES IN DIAMETER AND IS 12 INCHES BELOW
 FD1504'THE GROUND SURFACE.  AN UNDERGROUND MARK WAS SET.  IT IS 117 FEET
 FD1504'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN A
 FD1504'EAST-WEST FENCE, 60 FEET SOUTH OF POWER POLE NUMBER 87, 46 FEET
 FD1504'WEST OF THE NORTHWEST CORNER OF AN OLD BARN AND 24 FEET EAST
 FD1504'OF THE CENTER OF A GRAVELED ROAD.
 FD1504'
 FD1504'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED
 FD1504'HAMILTON 1933, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 FD1504'IS 12 INCHES IN DIAMETER AND IS 8 INCHES BELOW THE GROUND
 FD1504'SURFACE.  IT IS 56.5 FEET NORTHWEST OF POWER POLE NUMBER 87, 34
 FD1504'FEET SOUTH OF THE CENTER OF A SURFACED ROAD, 33 FEET EAST OF A
 FD1504'FENCE CORNER AND 9 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 FD1504'ATTACHED.
 FD1504'
 FD1504'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HAMILTON 1933 NO 5
 FD1504'1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 FD1504'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 89 FEET
 FD1504'EAST OF THE METAL WITNESS POST WITH SIGN ATTACHED, 36.5 FEET NORTH
 FD1504'OF POWER POLE NUMBER 88, 25 FEET SOUTH OF THE CENTER OF THE
 FD1504'SURFACED ROAD AND 1 FOOT SOUTH OF A FENCE.
 FD1504'
 FD1504'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1504'HAMILTON AZIMUTH 1933, SET IN THE TOP OF A ROUND CONCRETE
 FD1504'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 6 INCHES
 FD1504'ABOVE THE GROUND SURFACE.  IT IS 41 FEET NORTH OF THE CENTER OF
 FD1504'THE SURFACED ROAD, 31 FEET EAST OF THE CENTER OF A WOODS ROAD
 FD1504'AND 25 FEET WEST OF A DOUBLE TRUNKED OAK TREE.
 FD1504'
 FD1504'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE AHEAD ON
 FD1504'STATE ROUTE 6148 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FD1504'
 FD1504'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FD1504
 FD1504                          STATION RECOVERY (1987)
 FD1504
 FD1504'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 FD1504'THE STATION WAS RECOVERED AT THIS DATE.
 FD1504'THE STATION WAS RECOVERED AS DESCRIBED BY D.A. WEGENAST IN 1970.
 FD1504
 FD1504                          STATION RECOVERY (1995)
 FD1504
 FD1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 FD1504'THE STATION IS LOCATED ABOUT 21 MI (33.8 KM) NORTHEAST OF CENTERVILLE,
 FD1504'7 MI (11.3 KM) SOUTH OF FAIRVIEW AND 7 MI (11.3 KM) WEST OF HILLSBORO,
 FD1504'INSIDE A WIRE MESH FENCE AROUND A FORMER BARNYARD (BARN HAS BEEN
 FD1504'REMOVED).  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FD1504'HIGHWAY 40 AND STATE HIGHWAY 96 (EXIT 182), ABOUT 5 MI (8.0 KM)
 FD1504'NORTHWEST OF FAIRVIEW, GO SOUTHEAST ON HIGHWAY 96 FOR 4.75 MI (7.64
 FD1504'KM) TO THE JUNCTION OF STATE HIGHWAY 100 IN FAIRVIEW.  TURN RIGHT AND
 FD1504'GO SOUTHWEST ON HIGHWAY 100 FOR 6.2 MI (10.0 KM) TO THE JUNCTION OF
 FD1504'STATE HIGHWAY 46 ON THE LEFT.  TURN LEFT AND GO EAST-SOUTHEAST ON
 FD1504'HIGHWAY 46 FOR 6.3 MI (10.1 KM) TO A PAVED ROAD RIGHT AT THE TOP OF A
 FD1504'LOW HILL.  TURN RIGHT AND GO SOUTH ON WALKER HILL ROAD FOR 117.5 FT
 FD1504'(35.8 M) TO THE STATION ON THE LEFT, ON THE EAST SIDE OF A WIRE MESH
 FD1504'FENCE.  THE STATION IS RECESSED 1 FT (0.3 M) BELOW GROUND.  LOCATED
 FD1504'128.0 FT (39.0 M) SOUTH OF THE CENTERLINE OF HIGHWAY 46 (DISTANCE
 FD1504'MEASURED ALONG WALKER HILL ROAD), 98.3 FT (30.0 M) SOUTH OF A
 FD1504'FIBERGLASS WITNESS POST IN AN EAST-WEST FENCE LINE (DISTANCE MEASURED
 FD1504'ALONG WALKER HILL ROAD), 60.0 FT (18.3 M) SOUTH OF UTILITY POLE NUMBER
 FD1504'87, 26.2 FT (8.0 M) EAST OF THE CENTERLINE OF WALKER HILL ROAD AND 4.0
 FD1504'FT (1.2 M) EAST OF A WIRE MESH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2717 ***********************************************************************
 GA2717  DESIGNATION -  HAMLET
 GA2717  PID         -  GA2717
 GA2717  STATE/COUNTY-  TN/CLAIBORNE
 GA2717  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2717
 GA2717                         *CURRENT SURVEY CONTROL
 GA2717  ___________________________________________________________________
 GA2717* NAD 83(1995)-  36 32 55.48891(N)    083 40 22.50391(W)     ADJUSTED  
 GA2717* NAVD 88     -       373.182  (meters)    1224.35   (feet)  ADJUSTED  
 GA2717  ___________________________________________________________________
 GA2717  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 GA2717  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2717  DYNAMIC HT  -         372.854 (meters)    1223.27  (feet)  COMP
 GA2717  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 GA2717
 GA2717  HORZ ORDER  -  SECOND
 GA2717  VERT ORDER  -  SECOND    CLASS 0
 GA2717
 GA2717.The horizontal coordinates were established by classical geodetic methods
 GA2717.and adjusted by the National Geodetic Survey in April 1999..
 GA2717
 GA2717.The orthometric height was determined by differential leveling
 GA2717.and adjusted by the National Geodetic Survey in June 1991..
 GA2717
 GA2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2717
 GA2717.The geoid height was determined by GEOID03.
 GA2717
 GA2717.The dynamic height is computed by dividing the NAVD 88
 GA2717.geopotential number by the normal gravity value computed on the
 GA2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2717.degrees latitude (g = 980.6199 gals.).
 GA2717
 GA2717.The modeled gravity was interpolated from observed gravity values.
 GA2717
 GA2717;                    North         East     Units Scale Factor Converg.
 GA2717;SPC TN       -   248,282.594   808,340.903   MT  1.00002609   +1 21 44.5
 GA2717;SPC TN       -   814,573.81  2,652,031.78   sFT  1.00002609   +1 21 44.5
 GA2717;SPC KY1Z     - 1,025,978.880 1,685,987.766   MT  1.00017073   +1 16 30.9
 GA2717;SPC KY1Z     - 3,366,065.71  5,531,444.86   sFT  1.00017073   +1 16 30.9
 GA2717;SPC KY S     -   525,949.758   685,963.574   MT  1.00003863   +1 15 34.8
 GA2717;SPC KY S     - 1,725,553.50  2,250,532.16   sFT  1.00003863   +1 15 34.8
 GA2717;UTM  17      - 4,048,139.999   260,750.823   MT  1.00030528   -1 35 33.0
 GA2717
 GA2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2717!SPC TN       -   0.99994623  x   1.00002609  =   0.99997232
 GA2717!SPC KY1Z     -   0.99994623  x   1.00017073  =   1.00011695
 GA2717!SPC KY S     -   0.99994623  x   1.00003863  =   0.99998486
 GA2717!UTM  17      -   0.99994623  x   1.00030528  =   1.00025149
 GA2717
 GA2717|---------------------------------------------------------------------|
 GA2717| PID    Reference Object                     Distance      Geod. Az  |
 GA2717|                                                           dddmmss.s |
 GA2717| GA2718 HAMLET RM 1                          19.898 METERS 03000     |
 GA2717| GA2715 HAMLET AZ MK                                       2160937.4 |
 GA2717| GA2716 HAMLET RM 2                          24.589 METERS 24235     |
 GA2717| GA3592 KENTUCKY CORNER RESET               APPROX. 4.1 KM 3362834.9 |
 GA2717|---------------------------------------------------------------------|
 GA2717
 GA2717                          SUPERSEDED SURVEY CONTROL
 GA2717
 GA2717  NAD 83(1995)-  36 32 55.48916(N)    083 40 22.50405(W) AD(       ) 2
 GA2717  NAD 83(1995)-  36 32 55.48429(N)    083 40 22.49493(W) AD(       ) 2
 GA2717  NAD 83(1995)-  36 32 55.49767(N)    083 40 22.50498(W) AD(       ) 2
 GA2717  NAD 83(1986)-  36 32 55.49783(N)    083 40 22.50489(W) AD(       ) 2
 GA2717  NAD 27      -  36 32 55.21621(N)    083 40 22.81619(W) AD(       ) 2
 GA2717  NGVD 29 (??/??/92)  373.328  (m)         1224.83   (f) ADJ UNCH    2 0
 GA2717
 GA2717.Superseded values are not recommended for survey control.
 GA2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2717.See file dsdata.txt to determine how the superseded data were derived.
 GA2717
 GA2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6075148140(NAD 83)
 GA2717_MARKER: DS = TRIANGULATION STATION DISK
 GA2717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2717_SP_SET: MONUMENT
 GA2717_STAMPING: HAMLET 1963
 GA2717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2717
 GA2717  HISTORY     - Date     Condition        Report By
 GA2717  HISTORY     - 1963     MONUMENTED       TNHD
 GA2717  HISTORY     - 1965     GOOD             TNHD
 GA2717
 GA2717                          STATION DESCRIPTION
 GA2717
 GA2717'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2717'THE STATION IS LOCATED IN ARTHUR.
 GA2717'
 GA2717'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO 0.2 MILE WEST
 GA2717'ON STATE ROUTE 63 TO
 GA2717'THE STATION ON THE RIGHT AS DESCRIBED.
 GA2717'
 GA2717'THE STATION IS 58 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GA2717'GRAVELED ROAD, 36 FEET
 GA2717'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 63,
 GA2717'22 FEET WEST OF CLAUDE PEARMANS
 GA2717'MAIL BOX AND 2.7 FEET NORTHEAST OF A
 GA2717'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS
 GA2717'ARE STANDARD
 GA2717'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED HAMLET
 GA2717'1963.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA2717'THE SURFACE DISK IS SET IN A
 GA2717'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2717'
 GA2717'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF CLAUDE PEARMANS MAIL BOX, 47
 GA2717'FEET NORTHWEST OF A
 GA2717'UTILITY POLE, 39 FEET SOUTH OF A FENCE LINE AND 17
 GA2717'FEET WEST OF THE APPROXIMATE
 GA2717'CENTER OF A GRAVELED ROAD.  IT IS A
 GA2717'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2717'IN A 10-INCH SQUARE,
 GA2717'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HAMLET RM-1 1963.
 GA2717'
 GA2717'REFERENCE MARK NO. 2 IS 52 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA2717'OF STATE ROUTE 63, 41
 GA2717'FEET SOUTHEAST OF A 10-INCH CEDAR TREE, AND 26 FEET
 GA2717'NORTHEAST OF THE EDGE OF A
 GA2717'SCHOOL YARD.  IT IS A STANDARD TENNESSEE
 GA2717'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2717'SQUARE, FLUSH, CONCRETE
 GA2717'MONUMENT AND THE DISK IS STAMPED HAMLET RM-2 1963.
 GA2717'
 GA2717'THE AZIMUTH MARK IS 15 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER
 GA2717'OF STATE ROUTE 63, 13 FEET
 GA2717'SOUTHWEST OF A FENCE CORNER AND 2 FEET SOUTHEAST OF
 GA2717'A FENCE LINE.  IT IS A STANDARD
 GA2717'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2717'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2717'THE DISK IS STAMPED
 GA2717'HAMLET AZI 1963.
 GA2717'
 GA2717'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST FOR 0.1
 GA2717'MILE ON STATE ROUTE 63
 GA2717'TO THE MARK ON THE RIGHT.
 GA2717'
 GA2717'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA2717'
 GA2717'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GA2717
 GA2717                          STATION RECOVERY (1965)
 GA2717
 GA2717'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2717'0.2 MI W FROM ARTHUR.
 GA2717'FROM THE POST OFFICE IN ARTHUR, GO 0.2 MILE WEST ON STATE ROUTE
 GA2717'63 TO THE MARK ON THE RIGHT, 58 FEET WEST-SOUTHWEST OF THE
 GA2717'APPROXIMATE CENTER OF A GRAVELED ROAD, 36 FEET NORTHWEST OF THE
 GA2717'APPROXIMATE CENTER OF STATE ROUTE 63, 22 FEET WEST OF CLAUDE
 GA2717'PEARMANS MAIL BOX AND 2.7 FEET NORTHEAST OF A METAL WITNESS POST
 GA2717'WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2717'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2717'HAMLET 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2715 ***********************************************************************
 GA2715  DESIGNATION -  HAMLET AZ MK
 GA2715  PID         -  GA2715
 GA2715  STATE/COUNTY-  TN/CLAIBORNE
 GA2715  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2715
 GA2715                         *CURRENT SURVEY CONTROL
 GA2715  ___________________________________________________________________
 GA2715* NAD 83(1986)-  36 32 53.     (N)    083 40 26.     (W)     SCALED    
 GA2715* NAVD 88     -       376.364  (meters)    1234.79   (feet)  ADJUSTED  
 GA2715  ___________________________________________________________________
 GA2715  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2715  DYNAMIC HT  -         376.034 (meters)    1233.70  (feet)  COMP
 GA2715  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 GA2715
 GA2715  VERT ORDER  -  SECOND    CLASS 0
 GA2715
 GA2715.The horizontal coordinates were scaled from a topographic map and have
 GA2715.an estimated accuracy of +/- 6 seconds.
 GA2715
 GA2715.The orthometric height was determined by differential leveling
 GA2715.and adjusted by the National Geodetic Survey in June 1991..
 GA2715
 GA2715.The geoid height was determined by GEOID03.
 GA2715
 GA2715.The dynamic height is computed by dividing the NAVD 88
 GA2715.geopotential number by the normal gravity value computed on the
 GA2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2715.degrees latitude (g = 980.6199 gals.).
 GA2715
 GA2715.The modeled gravity was interpolated from observed gravity values.
 GA2715
 GA2715;                    North         East    Units  Estimated Accuracy
 GA2715;SPC TN       -   248,200.      808,260.      MT  (+/- 180 meters Scaled)
 GA2715
 GA2715                          SUPERSEDED SURVEY CONTROL
 GA2715
 GA2715  NGVD 29 (??/??/??)  376.57   (m)         1235.5    (f) RESET       3  
 GA2715
 GA2715.Superseded values are not recommended for survey control.
 GA2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2715.See file dsdata.txt to determine how the superseded data were derived.
 GA2715
 GA2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA606480(NAD 83)
 GA2715_MARKER: DZ = AZIMUTH MARK DISK
 GA2715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2715_SP_SET: MONUMENT
 GA2715_STAMPING: HAMLET AZI 1963
 GA2715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2715
 GA2715  HISTORY     - Date     Condition        Report By
 GA2715  HISTORY     - 1963     MONUMENTED       TNHD
 GA2715  HISTORY     - 1965     GOOD             TNHD
 GA2715
 GA2715                          STATION DESCRIPTION
 GA2715
 GA2715'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2715'0.2 MI W FROM ARTHUR.
 GA2715'FROM THE POST OFFICE IN ARTHUR, GO 0.25 MILE WEST ON STATE ROUTE
 GA2715'63 TO THE MARK ON THE RIGHT, 15 FEET WEST-NORTHWEST OF THE
 GA2715'APPROXIMATE CENTER OF STATE ROUTE 63, 13 FEET SOUTHWEST OF A FENCE
 GA2715'CORNER AND 2 FEET SOUTHEAST OF A FENCE LINE.  IT IS A STANDARD
 GA2715'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2715'CONCRETE MONUMENT, STAMPED HAMLET AZI 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2718 ***********************************************************************
 GA2718  DESIGNATION -  HAMLET RM 1
 GA2718  PID         -  GA2718
 GA2718  STATE/COUNTY-  TN/CLAIBORNE
 GA2718  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2718
 GA2718                         *CURRENT SURVEY CONTROL
 GA2718  ___________________________________________________________________
 GA2718* NAD 83(1986)-  36 32 55.     (N)    083 40 23.     (W)     SCALED    
 GA2718* NAVD 88     -       373.712  (meters)    1226.09   (feet)  ADJUSTED  
 GA2718  ___________________________________________________________________
 GA2718  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2718  DYNAMIC HT  -         373.384 (meters)    1225.01  (feet)  COMP
 GA2718  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 GA2718
 GA2718  VERT ORDER  -  SECOND    CLASS 0
 GA2718
 GA2718.The horizontal coordinates were scaled from a topographic map and have
 GA2718.an estimated accuracy of +/- 6 seconds.
 GA2718
 GA2718.The orthometric height was determined by differential leveling
 GA2718.and adjusted by the National Geodetic Survey in June 1991..
 GA2718
 GA2718.The geoid height was determined by GEOID03.
 GA2718
 GA2718.The dynamic height is computed by dividing the NAVD 88
 GA2718.geopotential number by the normal gravity value computed on the
 GA2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2718.degrees latitude (g = 980.6199 gals.).
 GA2718
 GA2718.The modeled gravity was interpolated from observed gravity values.
 GA2718
 GA2718;                    North         East    Units  Estimated Accuracy
 GA2718;SPC TN       -   248,270.      808,330.      MT  (+/- 180 meters Scaled)
 GA2718
 GA2718                          SUPERSEDED SURVEY CONTROL
 GA2718
 GA2718  NGVD 29 (??/??/92)  373.858  (m)         1226.57   (f) ADJ UNCH    2 0
 GA2718
 GA2718.Superseded values are not recommended for survey control.
 GA2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2718.See file dsdata.txt to determine how the superseded data were derived.
 GA2718
 GA2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA607481(NAD 83)
 GA2718_MARKER: DR = REFERENCE MARK DISK
 GA2718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2718_SP_SET: MONUMENT
 GA2718_STAMPING: HAMLET RM 1 1963
 GA2718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2718
 GA2718  HISTORY     - Date     Condition        Report By
 GA2718  HISTORY     - 1963     MONUMENTED       TNHD
 GA2718  HISTORY     - 1965     GOOD             TNHD
 GA2718
 GA2718                          STATION DESCRIPTION
 GA2718
 GA2718'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2718'0.2 MI W FROM ARTHUR.
 GA2718'THIS MARK IS LOCATED AT THE HAMLET 1963 STATION SITE, 50 FEET
 GA2718'NORTH OF CLAUDE PEARMANS MAIL BOX, 47 FEET NORTHWEST OF A UTILITY
 GA2718'POLE, 39 FEET SOUTH OF A FENCE LINE AND 17 FEET WEST OF THE
 GA2718'APPROXIMATE CENTER OF A GRAVELED ROAD.  IT IS A STANDARD TENNESSEE
 GA2718'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2718'MONUMENT, STAMPED HAMLET RM-1 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2716 ***********************************************************************
 GA2716  DESIGNATION -  HAMLET RM 2
 GA2716  PID         -  GA2716
 GA2716  STATE/COUNTY-  TN/CLAIBORNE
 GA2716  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2716
 GA2716                         *CURRENT SURVEY CONTROL
 GA2716  ___________________________________________________________________
 GA2716* NAD 83(1986)-  36 32 55.     (N)    083 40 23.     (W)     SCALED    
 GA2716* NAVD 88     -       372.948  (meters)    1223.58   (feet)  ADJUSTED  
 GA2716  ___________________________________________________________________
 GA2716  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA2716  DYNAMIC HT  -         372.621 (meters)    1222.51  (feet)  COMP
 GA2716  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 GA2716
 GA2716  VERT ORDER  -  SECOND    CLASS 0
 GA2716
 GA2716.The horizontal coordinates were scaled from a topographic map and have
 GA2716.an estimated accuracy of +/- 6 seconds.
 GA2716
 GA2716.The orthometric height was determined by differential leveling
 GA2716.and adjusted by the National Geodetic Survey in June 1991..
 GA2716
 GA2716.The geoid height was determined by GEOID03.
 GA2716
 GA2716.The dynamic height is computed by dividing the NAVD 88
 GA2716.geopotential number by the normal gravity value computed on the
 GA2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2716.degrees latitude (g = 980.6199 gals.).
 GA2716
 GA2716.The modeled gravity was interpolated from observed gravity values.
 GA2716
 GA2716;                    North         East    Units  Estimated Accuracy
 GA2716;SPC TN       -   248,270.      808,330.      MT  (+/- 180 meters Scaled)
 GA2716
 GA2716                          SUPERSEDED SURVEY CONTROL
 GA2716
 GA2716  NGVD 29 (??/??/92)  373.094  (m)         1224.06   (f) ADJ UNCH    2 0
 GA2716
 GA2716.Superseded values are not recommended for survey control.
 GA2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2716.See file dsdata.txt to determine how the superseded data were derived.
 GA2716
 GA2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA607481(NAD 83)
 GA2716_MARKER: DR = REFERENCE MARK DISK
 GA2716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2716_SP_SET: MONUMENT
 GA2716_STAMPING: HAMLET RM 2 1963
 GA2716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2716
 GA2716  HISTORY     - Date     Condition        Report By
 GA2716  HISTORY     - 1963     MONUMENTED       TNHD
 GA2716  HISTORY     - 1965     GOOD             TNHD
 GA2716
 GA2716                          STATION DESCRIPTION
 GA2716
 GA2716'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2716'0.2 MI W FROM ARTHUR.
 GA2716'THIS MARK IS LOCATED AT THE HAMLET 1963 STATION SITE, 52 FEET
 GA2716'NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 41 FEET
 GA2716'SOUTHEAST OF A 10-INCH CEDAR TREE AND 26 FEET NORTHEAST OF A
 GA2716'FENCE LINE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2716'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GA2716'HAMLET RM-2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2532 ***********************************************************************
 GC2532  DESIGNATION -  HAMS
 GC2532  PID         -  GC2532
 GC2532  STATE/COUNTY-  TN/CHEATHAM
 GC2532  USGS QUAD   -  LILLAMAY (1983)
 GC2532
 GC2532                         *CURRENT SURVEY CONTROL
 GC2532  ___________________________________________________________________
 GC2532* NAD 83(1995)-  36 09 20.95101(N)    087 05 38.76922(W)     ADJUSTED  
 GC2532* NAVD 88     -       239.22   (+/-2cm)     784.8    (feet)  VERTCON   
 GC2532  ___________________________________________________________________
 GC2532  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GC2532  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC2532
 GC2532  HORZ ORDER  -  THIRD
 GC2532  VERT ORDER  -  THIRD ? (See Below)
 GC2532
 GC2532.The horizontal coordinates were established by classical geodetic methods
 GC2532.and adjusted by the National Geodetic Survey in April 1999..
 GC2532
 GC2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2532.The vertical order pertains to the NGVD 29 superseded value.
 GC2532
 GC2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2532
 GC2532.The geoid height was determined by GEOID03.
 GC2532
 GC2532;                    North         East     Units Scale Factor Converg.
 GC2532;SPC TN       -   202,754.840   501,551.688   MT  0.99996412   -0 38 25.9
 GC2532;SPC TN       -   665,204.84  1,645,507.50   sFT  0.99996412   -0 38 25.9
 GC2532;UTM  16      - 4,001,235.464   491,535.474   MT  0.99960088   -0 03 19.9
 GC2532
 GC2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2532!SPC TN       -   0.99996702  x   0.99996412  =   0.99993114
 GC2532!UTM  16      -   0.99996702  x   0.99960088  =   0.99956791
 GC2532
 GC2532|---------------------------------------------------------------------|
 GC2532| PID    Reference Object                     Distance      Geod. Az  |
 GC2532|                                                           dddmmss.s |
 GC2532| CG5978 HAMS RM 2                            25.853 METERS 12224     |
 GC2532| CG5976 HAMS AZ MK                                         1874603.4 |
 GC2532| CG5977 HAMS RM 1                            26.336 METERS 35300     |
 GC2532|---------------------------------------------------------------------|
 GC2532
 GC2532                          SUPERSEDED SURVEY CONTROL
 GC2532
 GC2532  NAD 83(1995)-  36 09 20.95251(N)    087 05 38.77208(W) AD(       ) 3
 GC2532  NAD 83(1995)-  36 09 20.95401(N)    087 05 38.77209(W) AD(       ) 3
 GC2532  NAD 83(1986)-  36 09 20.96117(N)    087 05 38.77258(W) AD(       ) 3
 GC2532  NAD 27      -  36 09 20.75400(N)    087 05 38.75200(W) AD(       ) 3
 GC2532  NGVD 29 (07/19/86)  239.25   (m)          784.9    (f) LEVELING    3  
 GC2532
 GC2532.Superseded values are not recommended for survey control.
 GC2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2532.See file dsdata.txt to determine how the superseded data were derived.
 GC2532
 GC2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9153501235(NAD 83)
 GC2532_MARKER: DS = TRIANGULATION STATION DISK
 GC2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2532
 GC2532  HISTORY     - Date     Condition        Report By
 GC2532  HISTORY     - 1953     MONUMENTED       CGS
 GC2532
 GC2532                          STATION DESCRIPTION
 GC2532
 GC2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2532'THE STATION IS ABOUT 9 MILES NORTHEAST OF WHITE BLUFF, 1 MILE EAST OF
 GC2532'THE LONE OAK METHODIST CHURCH ON THE LAND OWNED BY MR.
 GC2532'LINTON W. HAMS. IT IS 52 FEET SOUTH OF A TWIN HICKORY TREE WITH A
 GC2532'TRIANGLE BLAZE ON THE SOUTH SIDE, 32 FEET SOUTHWEST OF THE
 GC2532'CENTER OF A GRAVEL ROAD AND 8 FEET SOUTHEAST OF A WHITE WITNESS POST.
 GC2532'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED HAMS
 GC2532'1953.
 GC2532'
 GC2532'REFERENCE MARK NO. 1 IS 23 FEET SOUTHWEST OF THE CENTER OF A GRAVEL
 GC2532'ROAD AND 8 FEET SOUTHWEST OF A 12 INCH HICKORY TREE. THE MARK
 GC2532'PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED HAMS NO 1 1953.
 GC2532'
 GC2532'REFERENCE MARK NO. 2 IS 20 FEET NORTHEAST OF THE CENTER OF A GRAVEL
 GC2532'ROAD AND 6 FEET WEST OF A 14 INCH HICKORY TREE. THE MARK
 GC2532'PROJECTS ABOUT 4 INCHES AND THE DISK STAMPED HAMS NO 2 1953.
 GC2532'
 GC2532'AZIMUTH MARK IS 13 FEET SOUTH OF THE CENTER OF A WOODS ROAD, 2 FEET
 GC2532'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 GC2532'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED HAMS 1953. THE
 GC2532'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION WITHOUT
 GC2532'CONSIDEREBLE CLEARING.
 GC2532'
 GC2532'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND
 GC2532'STATE HIGHWAY 47 IN WHITE BLUFF GO EAST ON HIGHWAY 70 FOR
 GC2532'7.6 MILES TO THE EAST END OF THE STEEL BRIDGE OVER THE HARPETH RIVER,
 GC2532'TURN LEFT ON A SIDE ROAD AND GO NORTH FOR 0.15 MILE TO A
 GC2532'STREAM, FORD THE STREAM AND TURN SHARP LEFT AND GO 0.05 MILE TO A
 GC2532'REVERSE Y, TURN LEFT AND GO ON THE GRAVELED ROAD FOR 1.55
 GC2532'MILES TO A FORK, TAKE THE LEFT FORK AND GO 1.15 MILES TO A FORK, TAKE
 GC2532'THE RIGHT FORK AND GO 0.15 MILE TO A REVERSE Y, TURN SHARP
 GC2532'RIGHT AND GO 0.1 MILE TO THE LONE OAK METHODIST CHURCH,
 GC2532'CONTINUE 0.95 MILE TO A SIDE ROAD RIGHT (*) CONTINUE STRAIGHT AHEAD
 GC2532'FOR 0.25 MILE TO STATION ON THE LEFT AS DESCRIBED.
 GC2532'
 GC2532'TO REACH AZIMUTH MARK FROM THIS POINT (*) TURN RIGHT AND GO EAST ON
 GC2532'WOODS ROAD FOR 0.3 MILE TO AZIMUTH MARK AS DESCRIBED.
 GC2532'
 GC2532'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2565 ***********************************************************************
 GA2565  DESIGNATION -  HAN
 GA2565  PID         -  GA2565
 GA2565  STATE/COUNTY-  TN/KNOX
 GA2565  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2565
 GA2565                         *CURRENT SURVEY CONTROL
 GA2565  ___________________________________________________________________
 GA2565* NAD 83(1995)-  36 09 56.90662(N)    083 54 29.36560(W)     ADJUSTED  
 GA2565* NAVD 88     -       317.526  (meters)    1041.75   (feet)  ADJUSTED  
 GA2565  ___________________________________________________________________
 GA2565  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 GA2565  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2565  DYNAMIC HT  -         317.233 (meters)    1040.79  (feet)  COMP
 GA2565  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2565
 GA2565  HORZ ORDER  -  SECOND
 GA2565  VERT ORDER  -  SECOND    CLASS 0
 GA2565
 GA2565.The horizontal coordinates were established by classical geodetic methods
 GA2565.and adjusted by the National Geodetic Survey in April 1999..
 GA2565
 GA2565.The orthometric height was determined by differential leveling
 GA2565.and adjusted by the National Geodetic Survey in June 1991..
 GA2565
 GA2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2565
 GA2565.The geoid height was determined by GEOID03.
 GA2565
 GA2565.The dynamic height is computed by dividing the NAVD 88
 GA2565.geopotential number by the normal gravity value computed on the
 GA2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2565.degrees latitude (g = 980.6199 gals.).
 GA2565
 GA2565.The modeled gravity was interpolated from observed gravity values.
 GA2565
 GA2565;                    North         East     Units Scale Factor Converg.
 GA2565;SPC TN       -   205,324.046   788,191.769   MT  0.99996511   +1 13 28.7
 GA2565;SPC TN       -   673,633.97  2,585,925.83   sFT  0.99996511   +1 13 28.7
 GA2565;UTM  17      - 4,006,258.812   238,410.098   MT  1.00044323   -1 43 01.7
 GA2565
 GA2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2565!SPC TN       -   0.99995499  x   0.99996511  =   0.99992010
 GA2565!UTM  17      -   0.99995499  x   1.00044323  =   1.00039820
 GA2565
 GA2565|---------------------------------------------------------------------|
 GA2565| PID    Reference Object                     Distance      Geod. Az  |
 GA2565|                                                           dddmmss.s |
 GA2565| GA2564 HAN RM 1                             27.446 METERS 02443     |
 GA2565| GA2566 HAN RM 2                             25.921 METERS 20023     |
 GA2565| GA2567 HAN AZ MK                                          2172958.7 |
 GA2565|---------------------------------------------------------------------|
 GA2565
 GA2565                          SUPERSEDED SURVEY CONTROL
 GA2565
 GA2565  NAD 83(1995)-  36 09 56.91217(N)    083 54 29.36589(W) AD(       ) 2
 GA2565  NAD 83(1995)-  36 09 56.91324(N)    083 54 29.36502(W) AD(       ) 2
 GA2565  NAD 83(1995)-  36 09 56.91406(N)    083 54 29.36628(W) AD(       ) 2
 GA2565  NAD 83(1986)-  36 09 56.91861(N)    083 54 29.36421(W) AD(       ) 2
 GA2565  NAD 27      -  36 09 56.62941(N)    083 54 29.68704(W) AD(       ) 2
 GA2565  NGVD 29 (??/??/92)  317.612  (m)         1042.03   (f) ADJ UNCH    2 0
 GA2565
 GA2565.Superseded values are not recommended for survey control.
 GA2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2565.See file dsdata.txt to determine how the superseded data were derived.
 GA2565
 GA2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3841006259(NAD 83)
 GA2565_MARKER: DD = SURVEY DISK
 GA2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2565_STAMPING: HAN 1964
 GA2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2565+STABILITY: SURFACE MOTION
 GA2565
 GA2565  HISTORY     - Date     Condition        Report By
 GA2565  HISTORY     - 1964     MONUMENTED       TNHD
 GA2565  HISTORY     - 1964     GOOD             TNHD
 GA2565  HISTORY     - 1980     GOOD             NGS
 GA2565  HISTORY     - 1980     GOOD             NGS
 GA2565
 GA2565                          STATION DESCRIPTION
 GA2565
 GA2565'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2565'THE STATION IS LOCATED ABOUT 19 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA2565'
 GA2565'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND ST. RT. 131
 GA2565'AT HALLS CROSSROADS, GO
 GA2565'5.8 MILES NORTH ON ST.  RT.  33 TO THE AZIMUTH MARK ON
 GA2565'THE LEFT, CONTINUE STRAIGHT AHEAD
 GA2565'FOR 0.4 MILE ON ST.  RT.  33 TO THE
 GA2565'STATION ON THE RIGHT.
 GA2565'
 GA2565'THE STATION IS 67 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF ST. RT.
 GA2565'33 AND 3.3 FEET
 GA2565'WEST-NORTHWEST OF A WITNESS POST.  THE SURFACE AND
 GA2565'UNDERGROUND MARKS ARE
 GA2565'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2565'THE DISKS ARE STAMPED HAN 1964.  THE
 GA2565'UNDERGROUND MARK IS ABOUT 30
 GA2565'INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA2565'10-INCH
 GA2565'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2565'
 GA2565'REFERENCE MARK NO. 1 IS 53 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2565'OF ST. RT.  33 AND 38 FEET
 GA2565'SOUTH OF THE APPROXIMATE CENTER OF OVERHEAD POWER
 GA2565'LINES.  IT IS A STANDARD
 GA2565'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2565'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GA2565'AND THE DISK IS STAMPED HAN
 GA2565'RM-1 1964.
 GA2565'
 GA2565'REFERENCE MARK NO. 2 IS 86 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2565'OF ST. RT.  33 AND 17 FEET
 GA2565'NORTH OF A SQUARE CONCRETE RIGHT-OF-WAY POST.  IT IS A
 GA2565'STANDARD TENNESSEE HIGHWAY
 GA2565'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2565'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2565'STAMPED HAN RM-2 1964.
 GA2565'
 GA2565'THE AZIMUTH MARK IS 87 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA2565'ST. RT. 33, 13 FEET
 GA2565'NORTHEAST OF A GRAVELED DRIVE AND 2.4 FEET SOUTHEAST OF A
 GA2565'WITNESS POST.  IT IS A
 GA2565'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2565'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2565'MONUMENT AND THE DISK IS STAMPED
 GA2565'HAN AZI 1964.
 GA2565'
 GA2565'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA2565'
 GA2565'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA2565
 GA2565                          STATION RECOVERY (1964)
 GA2565
 GA2565'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2565'19 MI N FROM KNOXVILLE.
 GA2565'FROM THE POST OFFICE IN HALLS CROSSROAD, GO NORTH ON STATE ROUTE
 GA2565'33 FOR 6.5 MILES TO THE MARK ON THE RIGHT.  THE MARK IS SOUTHEAST
 GA2565'OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 3.3 FEET
 GA2565'WEST-NORTHWEST OF METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GA2565'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2565'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2565
 GA2565                          STATION RECOVERY (1980)
 GA2565
 GA2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLM)
 GA2565'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 GA2565'WITH THE FOLLOWING.
 GA2565'
 GA2565'THE STATION IS 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS
 GA2565'JUNCTION WITH HIGHWAY 131 AT HALLS CROSSROAD, 67 FEET SOUTHEAST OF
 GA2565'THE CENTERLINE OF THE HIGHWAY, 65.5 FEET SOUTHWEST OF POWER POLE
 GA2565'NO B192, 105 FEET SOUTH OF THE CENTER OF A TRANSMISSION LINE, ABOUT
 GA2565'500 FEET SOUTH OF A RESTURANT AND SERVICE STATION AND HAS 2 IRON
 GA2565'PINS DRIVEN ON EACH SIDE WITH A METAL WITNESS POST SET 1.5 FEET
 GA2565'EAST OF IT.
 GA2565'
 GA2565'REFERENCE MARK 1 IS 34 FEET NORTH OF THE POWER POLE, HAS 2 IRON
 GA2565'PINS DRIVEN ON EACH SIDE AND IS ABOUT 2 FEET ABOVE THE PAVEMENT.
 GA2565'
 GA2565'THE AZIMUTH MARK IS 67 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GA2565'A HOUSE, 1 FOOT NORTH OF A METAL WITNESS POST, 2.5 FEET SOUTHEAST
 GA2565'OF A CONCRETE RIGHT-OF-WAY POST AND ABOUT 500 FEET SOUTHWEST OF A
 GA2565'GRAVEL DRIVE TO THE NEW TESTAMENT BAPTIST CHURCH.
 GA2565
 GA2565                          STATION RECOVERY (1980)
 GA2565
 GA2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2565'6.1 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 GA2565'STATE HIGHWAY 131 AT HALLS CROSSROAD, 67 FEET SOUTHEAST OF THE
 GA2565'CENTERLINE OF THE HIGHWAY, 65.5 FEETD SOUTHWEST OF POWER POLE NO. B
 GA2565'192, 105 FEET SOUTH OF CENTER OF A TRANSMISSION LINE, ABOUT 500 FEET
 GA2565'SOUTH OF A RESTURANT AND SERVICE STATION, AND HAS 2 IRON PINS BY THE
 GA2565'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2567 ***********************************************************************
 GA2567  DESIGNATION -  HAN AZ MK
 GA2567  PID         -  GA2567
 GA2567  STATE/COUNTY-  TN/KNOX
 GA2567  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2567
 GA2567                         *CURRENT SURVEY CONTROL
 GA2567  ___________________________________________________________________
 GA2567* NAD 83(1986)-  36 09 43.     (N)    083 54 49.     (W)     SCALED    
 GA2567* NAVD 88     -       334.498  (meters)    1097.43   (feet)  ADJUSTED  
 GA2567  ___________________________________________________________________
 GA2567  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2567  DYNAMIC HT  -         334.190 (meters)    1096.42  (feet)  COMP
 GA2567  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GA2567
 GA2567  VERT ORDER  -  SECOND    CLASS 0
 GA2567
 GA2567.The horizontal coordinates were scaled from a topographic map and have
 GA2567.an estimated accuracy of +/- 6 seconds.
 GA2567
 GA2567.The orthometric height was determined by differential leveling
 GA2567.and adjusted by the National Geodetic Survey in June 1991..
 GA2567
 GA2567.The geoid height was determined by GEOID03.
 GA2567
 GA2567.The dynamic height is computed by dividing the NAVD 88
 GA2567.geopotential number by the normal gravity value computed on the
 GA2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2567.degrees latitude (g = 980.6199 gals.).
 GA2567
 GA2567.The modeled gravity was interpolated from observed gravity values.
 GA2567
 GA2567;                    North         East    Units  Estimated Accuracy
 GA2567;SPC TN       -   204,890.      787,710.      MT  (+/- 180 meters Scaled)
 GA2567
 GA2567                          SUPERSEDED SURVEY CONTROL
 GA2567
 GA2567  NGVD 29 (??/??/??)  334.64   (m)         1097.9    (f) RESET       3  
 GA2567
 GA2567.Superseded values are not recommended for survey control.
 GA2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2567.See file dsdata.txt to determine how the superseded data were derived.
 GA2567
 GA2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA379058(NAD 83)
 GA2567_MARKER: DD = SURVEY DISK
 GA2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2567_STAMPING: HAN AZI 1964
 GA2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2567+STABILITY: SURFACE MOTION
 GA2567
 GA2567  HISTORY     - Date     Condition        Report By
 GA2567  HISTORY     - 1964     MONUMENTED       TNHD
 GA2567  HISTORY     - 1980     GOOD             NGS
 GA2567
 GA2567                          STATION DESCRIPTION
 GA2567
 GA2567'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2567'19 MI N FROM KNOXVILLE.
 GA2567'FROM THE POST OFFICE IN HALLS CROSSROADS, GO NORTH ON STATE ROUTE
 GA2567'33, FOR 5.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  THE MARK IS
 GA2567'87 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 33
 GA2567'AND 13 FEET NORTHEAST OF A GRAVELED DRIVE AND 2.4 FEET SOUTHEAST
 GA2567'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2567'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2567'MONUMENT FLUSH WITH THE GROUND.
 GA2567
 GA2567                          STATION RECOVERY (1980)
 GA2567
 GA2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2567'5.7 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 GA2567'STATE HIGHWAY 131, 67 FEET NORTHEAST OF NORTHEAST CORNER OF A HOUSE,
 GA2567'1 FOOT NORTH OF A METAL WITNESS POST, 2.5 FEET SOUTHEAST OF A
 GA2567'CONCRETE RIGHT-OF-WAY POST AND ABOUT 500 FEET SOUTHWEST OF GRAVEL
 GA2567'DRIVE TO THE NEW TESTAMENT BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2564 ***********************************************************************
 GA2564  DESIGNATION -  HAN RM 1
 GA2564  PID         -  GA2564
 GA2564  STATE/COUNTY-  TN/KNOX
 GA2564  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2564
 GA2564                         *CURRENT SURVEY CONTROL
 GA2564  ___________________________________________________________________
 GA2564* NAD 83(1986)-  36 09 57.     (N)    083 54 30.     (W)     SCALED    
 GA2564* NAVD 88     -       315.702  (meters)    1035.77   (feet)  ADJUSTED  
 GA2564  ___________________________________________________________________
 GA2564  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2564  DYNAMIC HT  -         315.411 (meters)    1034.81  (feet)  COMP
 GA2564  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2564
 GA2564  VERT ORDER  -  SECOND    CLASS 0
 GA2564
 GA2564.The horizontal coordinates were scaled from a topographic map and have
 GA2564.an estimated accuracy of +/- 6 seconds.
 GA2564
 GA2564.The orthometric height was determined by differential leveling
 GA2564.and adjusted by the National Geodetic Survey in June 1991..
 GA2564
 GA2564.The geoid height was determined by GEOID03.
 GA2564
 GA2564.The dynamic height is computed by dividing the NAVD 88
 GA2564.geopotential number by the normal gravity value computed on the
 GA2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2564.degrees latitude (g = 980.6199 gals.).
 GA2564
 GA2564.The modeled gravity was interpolated from observed gravity values.
 GA2564
 GA2564;                    North         East    Units  Estimated Accuracy
 GA2564;SPC TN       -   205,330.      788,180.      MT  (+/- 180 meters Scaled)
 GA2564
 GA2564                          SUPERSEDED SURVEY CONTROL
 GA2564
 GA2564  NGVD 29 (??/??/92)  315.789  (m)         1036.05   (f) ADJ UNCH    2 0
 GA2564
 GA2564.Superseded values are not recommended for survey control.
 GA2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2564.See file dsdata.txt to determine how the superseded data were derived.
 GA2564
 GA2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA383062(NAD 83)
 GA2564_MARKER: DD = SURVEY DISK
 GA2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2564_STAMPING: HAN RM 1 1964
 GA2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2564+STABILITY: SURFACE MOTION
 GA2564
 GA2564  HISTORY     - Date     Condition        Report By
 GA2564  HISTORY     - 1964     MONUMENTED       TNHD
 GA2564  HISTORY     - 1980     GOOD             NGS
 GA2564
 GA2564                          STATION DESCRIPTION
 GA2564
 GA2564'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2564'19 MI N FROM KNOXVILLE.
 GA2564'THIS MARK IS LOCATED AT THE HAN 1964 STATION SITE, 53 FEET SOUTHEAST
 GA2564'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 38 FEET SOUTH OF THE
 GA2564'APPROXIMATE CENTER OF OVERHEAD POWER LINES AND 90 FEET NORTH-NORTHEAST
 GA2564'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2564'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2564'GROUND.
 GA2564
 GA2564                          STATION RECOVERY (1980)
 GA2564
 GA2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2564'IT IS 34 FEET NORTH OF POWER POLE NO B 192, HAS 2 IRON PINS BESIDE IT
 GA2564'AND IS ABOUT 2 FEET ABOVE THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2566 ***********************************************************************
 GA2566  DESIGNATION -  HAN RM 2
 GA2566  PID         -  GA2566
 GA2566  STATE/COUNTY-  TN/KNOX
 GA2566  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2566
 GA2566                         *CURRENT SURVEY CONTROL
 GA2566  ___________________________________________________________________
 GA2566* NAD 83(1986)-  36 09 57.     (N)    083 54 30.     (W)     SCALED    
 GA2566* NAVD 88     -       319.380  (meters)    1047.83   (feet)  ADJUSTED  
 GA2566  ___________________________________________________________________
 GA2566  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2566  DYNAMIC HT  -         319.086 (meters)    1046.87  (feet)  COMP
 GA2566  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA2566
 GA2566  VERT ORDER  -  SECOND    CLASS 0
 GA2566
 GA2566.The horizontal coordinates were scaled from a topographic map and have
 GA2566.an estimated accuracy of +/- 6 seconds.
 GA2566
 GA2566.The orthometric height was determined by differential leveling
 GA2566.and adjusted by the National Geodetic Survey in June 1991..
 GA2566
 GA2566.The geoid height was determined by GEOID03.
 GA2566
 GA2566.The dynamic height is computed by dividing the NAVD 88
 GA2566.geopotential number by the normal gravity value computed on the
 GA2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2566.degrees latitude (g = 980.6199 gals.).
 GA2566
 GA2566.The modeled gravity was interpolated from observed gravity values.
 GA2566
 GA2566;                    North         East    Units  Estimated Accuracy
 GA2566;SPC TN       -   205,330.      788,180.      MT  (+/- 180 meters Scaled)
 GA2566
 GA2566                          SUPERSEDED SURVEY CONTROL
 GA2566
 GA2566  NGVD 29 (??/??/92)  319.467  (m)         1048.12   (f) ADJ UNCH    2 0
 GA2566
 GA2566.Superseded values are not recommended for survey control.
 GA2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2566.See file dsdata.txt to determine how the superseded data were derived.
 GA2566
 GA2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA383062(NAD 83)
 GA2566_MARKER: DD = SURVEY DISK
 GA2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2566_STAMPING: HAN RM-2 1964
 GA2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2566+STABILITY: SURFACE MOTION
 GA2566
 GA2566  HISTORY     - Date     Condition        Report By
 GA2566  HISTORY     - 1964     MONUMENTED       TNHD
 GA2566  HISTORY     - 1980     GOOD             NGS
 GA2566
 GA2566                          STATION DESCRIPTION
 GA2566
 GA2566'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2566'19 MI N FROM KNOXVILLE.
 GA2566'THIS MARK IS LOCATED AT THE HAN 1964 STATION SITE, 86 FEET SOUTHEAST
 GA2566'OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 17 FEET NORTH OF A
 GA2566'SQUARE CONCRETE RIGHT-OF-WAY POST AND 85 FEET SOUTH-SOUTHWEST
 GA2566'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2566'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GA2566'GROUND.
 GA2566
 GA2566                          STATION RECOVERY (1980)
 GA2566
 GA2566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0130 ***********************************************************************
 FD0130  DESIGNATION -  HANDLE
 FD0130  PID         -  FD0130
 FD0130  STATE/COUNTY-  TN/COFFEE
 FD0130  USGS QUAD   -  NOAH (1976)
 FD0130
 FD0130                         *CURRENT SURVEY CONTROL
 FD0130  ___________________________________________________________________
 FD0130* NAD 83(1995)-  35 32 54.46450(N)    086 11 24.04365(W)     ADJUSTED  
 FD0130* NAVD 88     -       345.927  (meters)    1134.93   (feet)  ADJUSTED  
 FD0130  ___________________________________________________________________
 FD0130  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 FD0130  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0130  DYNAMIC HT  -         345.601 (meters)    1133.86  (feet)  COMP
 FD0130  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FD0130
 FD0130  HORZ ORDER  -  SECOND
 FD0130  VERT ORDER  -  SECOND    CLASS 0
 FD0130
 FD0130.The horizontal coordinates were established by classical geodetic methods
 FD0130.and adjusted by the National Geodetic Survey in April 1999..
 FD0130
 FD0130.The orthometric height was determined by differential leveling
 FD0130.and adjusted by the National Geodetic Survey in June 1991..
 FD0130
 FD0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0130
 FD0130.The geoid height was determined by GEOID03.
 FD0130
 FD0130.The dynamic height is computed by dividing the NAVD 88
 FD0130.geopotential number by the normal gravity value computed on the
 FD0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0130.degrees latitude (g = 980.6199 gals.).
 FD0130
 FD0130.The modeled gravity was interpolated from observed gravity values.
 FD0130
 FD0130;                    North         East     Units Scale Factor Converg.
 FD0130;SPC TN       -   134,834.319   582,771.364   MT  0.99996075   -0 06 40.5
 FD0130;SPC TN       -   442,368.93  1,911,975.72   sFT  0.99996075   -0 06 40.5
 FD0130;UTM  16      - 3,934,169.937   573,416.961   MT  0.99966642   +0 28 15.4
 FD0130
 FD0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0130!SPC TN       -   0.99995021  x   0.99996075  =   0.99991096
 FD0130!UTM  16      -   0.99995021  x   0.99966642  =   0.99961665
 FD0130
 FD0130|---------------------------------------------------------------------|
 FD0130| PID    Reference Object                     Distance      Geod. Az  |
 FD0130|                                                           dddmmss.s |
 FD0130| FD0129 HANDLE RM 1                           8.315 METERS 13339     |
 FD0130| FD0131 HANDLE RM 2                           8.010 METERS 24630     |
 FD0130| FD0127 PAN                                 APPROX. 1.5 KM 3195850.2 |
 FD0130|---------------------------------------------------------------------|
 FD0130
 FD0130                          SUPERSEDED SURVEY CONTROL
 FD0130
 FD0130  NAD 83(1995)-  35 32 54.47119(N)    086 11 24.04460(W) AD(       ) 2
 FD0130  NAD 83(1986)-  35 32 54.47503(N)    086 11 24.04234(W) AD(       ) 2
 FD0130  NAD 27      -  35 32 54.20810(N)    086 11 24.07040(W) AD(       ) 2
 FD0130  NGVD 29 (??/??/92)  345.921  (m)         1134.91   (f) ADJ UNCH    2 0
 FD0130
 FD0130.Superseded values are not recommended for survey control.
 FD0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0130.See file dsdata.txt to determine how the superseded data were derived.
 FD0130
 FD0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7341734170(NAD 83)
 FD0130_MARKER: DE = TRAVERSE STATION DISK
 FD0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0130_STAMPING: HANDLE 1960
 FD0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0130+STABILITY: SURFACE MOTION
 FD0130
 FD0130  HISTORY     - Date     Condition        Report By
 FD0130  HISTORY     - 1960     MONUMENTED       CGS
 FD0130  HISTORY     - 1960     GOOD             CGS
 FD0130
 FD0130                          STATION DESCRIPTION
 FD0130
 FD0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0130'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BEECH GROVE AND
 FD0130'ABOUT 2 MILES SOUTHWEST OF
 FD0130'NOAH COMMUNITY.
 FD0130'
 FD0130'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0130'SOUTHEAST ON U S HIGHWAY
 FD0130'41 FOR 5.1 MILES TO A CROSSROAD, TURN RIGHT, WEST, ON A
 FD0130'GRAVELED ROAD AND GO 0.3
 FD0130'MILE TO A FORK, KEEP RIGHT AND GO 1.4 MILES
 FD0130'TO A HOUSE ON THE RIGHT AND A WOOD GATE ON
 FD0130'THE LEFT, TURN LEFT
 FD0130'PASSING THROUGH THE WOOD GATE AND FOLLOW A TRACK ROAD,
 FD0130'SOUTHEAST, UP
 FD0130'DRAW FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH WIRE GATE AND CONTINUE
 FD0130'SOUTHEAST UP DRAW
 FD0130'FOR 0.15 MILE TO A GATE IN THE SOUTHEAST CORNER OF
 FD0130'A FIELD, PASS THROUGH THE GATE AND
 FD0130'FOLLOW THE TRACK ROAD SOUTH, UP
 FD0130'HILL, FOR 0.25 MILE TO A WIRE GATE ON THE LEFT, TURN
 FD0130'RIGHT, ACROSS
 FD0130'OPEN HILL FOR 0.1 MILE TO THE STATION.
 FD0130'
 FD0130'THE STATION IS 18 FEET NORTH OF A 12-INCH TREE AND 3.0 FEET SOUTH OF
 FD0130'A WITNESS POST.  IT IS A
 FD0130'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 FD0130'CONCRETE POST, FLUSH, AND STAMPED
 FD0130'HANDLE 1960.
 FD0130'
 FD0130'REFERENCE MARK NO 1 IS 29 FEET EAST OF A 12-INCH TREE.  IT IS A
 FD0130'STANDARD DISK SET IN A
 FD0130'10-INCH SQUARE CONCRETE POST, FLUSH, AND STAMPED HANDLE NO 1
 FD0130'1960.
 FD0130'
 FD0130'REFERENCE MARK NO 2 IS 16 FEET WEST OF A 12-INCH TREE.  IT IS A
 FD0130'STANDARD DISK SET IN A
 FD0130'10-INCH SQUARE CONCRETE POST, FLUSH, AND STAMPED HANDLE NO 2
 FD0130'1960.
 FD0130'
 FD0130'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0130'44.95 FEET.
 FD0130'
 FD0130'TRAVERSE STATION PAN WAS USED AS THE AZIMUTH MARK.  A TELLUROMETER
 FD0130'TRAVERSE CONNECTION WAS
 FD0130'MADE.  SEE DESCRIPTION THEREOF.
 FD0130
 FD0130                          STATION RECOVERY (1960)
 FD0130
 FD0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0130'7.5 MI SE FROM BEECH GROVE.
 FD0130'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0130'U.S. HIGHWAY 41, THEN 1.65 MILES SOUTH ON A GRAVELED ROAD, THEN
 FD0130'0.5 MILE EAST AND SOUTH ON A GRAVELED ROAD, THEN 0.5 MILE SOUTHEAST
 FD0130'ON A GRAVELED ROAD, THEN 2.6 MILES EAST ON A GRAVELED ROAD TO A
 FD0130'FARM HOUSE ON THE NORTH SIDE OF THE ROAD AND A WOODEN GATE ON
 FD0130'THE SOUTH SIDE OF THE ROAD, PASS THROUGH THE WOODEN GATE AND
 FD0130'FOLLOW A TRACK ROAD SOUTHEAST, UP A DRAW FOR 0.1 MILE TO A WIRE
 FD0130'GATE, PASS THROUGH THE WIRE GATE AND CONTINUE SOUTHEAST UP DRAW
 FD0130'FOR 0.15 MILE TO A GATE IN THE SOUTHEAST CORNER OF A FIELD, PASS
 FD0130'THROUGH THE GATE AND FOLLOW THE TRACK ROAD SOUTH, UP HILL FOR 0.25
 FD0130'MILE TO A WIRE GATE ON THE LEFT, TURN RIGHT, NORTH, ACROSS OPEN
 FD0130'HILL FOR 0.1 MILE TO THE STATION.  THE STATION MARK IS 18 FT.
 FD0130'NORTH OF A 12-INCH TREE AND 3.0 FT. SOUTH OF A WITNESS SIGN.
 FD0130'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0130'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0129 ***********************************************************************
 FD0129  DESIGNATION -  HANDLE RM 1
 FD0129  PID         -  FD0129
 FD0129  STATE/COUNTY-  TN/COFFEE
 FD0129  USGS QUAD   -  NOAH (1976)
 FD0129
 FD0129                         *CURRENT SURVEY CONTROL
 FD0129  ___________________________________________________________________
 FD0129* NAD 83(1986)-  35 32 54.     (N)    086 11 24.     (W)     SCALED    
 FD0129* NAVD 88     -       345.649  (meters)    1134.02   (feet)  ADJUSTED  
 FD0129  ___________________________________________________________________
 FD0129  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0129  DYNAMIC HT  -         345.323 (meters)    1132.95  (feet)  COMP
 FD0129  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FD0129
 FD0129  VERT ORDER  -  SECOND    CLASS 0
 FD0129
 FD0129.The horizontal coordinates were scaled from a topographic map and have
 FD0129.an estimated accuracy of +/- 6 seconds.
 FD0129
 FD0129.The orthometric height was determined by differential leveling
 FD0129.and adjusted by the National Geodetic Survey in June 1991..
 FD0129
 FD0129.The geoid height was determined by GEOID03.
 FD0129
 FD0129.The dynamic height is computed by dividing the NAVD 88
 FD0129.geopotential number by the normal gravity value computed on the
 FD0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0129.degrees latitude (g = 980.6199 gals.).
 FD0129
 FD0129.The modeled gravity was interpolated from observed gravity values.
 FD0129
 FD0129;                    North         East    Units  Estimated Accuracy
 FD0129;SPC TN       -   134,820.      582,770.      MT  (+/- 180 meters Scaled)
 FD0129
 FD0129                          SUPERSEDED SURVEY CONTROL
 FD0129
 FD0129  NGVD 29 (??/??/92)  345.643  (m)         1134.00   (f) ADJ UNCH    2 0
 FD0129
 FD0129.Superseded values are not recommended for survey control.
 FD0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0129.See file dsdata.txt to determine how the superseded data were derived.
 FD0129
 FD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE734341(NAD 83)
 FD0129_MARKER: DR = REFERENCE MARK DISK
 FD0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0129_STAMPING: HANDLE NO 1 1960
 FD0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0129+STABILITY: SURFACE MOTION
 FD0129
 FD0129  HISTORY     - Date     Condition        Report By
 FD0129  HISTORY     - 1960     MONUMENTED       CGS
 FD0129
 FD0129                          STATION DESCRIPTION
 FD0129
 FD0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0129'7.5 MI SE FROM BEECH GROVE.
 FD0129'THIS MARK IS LOCATED AT THE HANDLE 1960 STATION SITE, 27.3 FT.
 FD0129'SOUTHEAST OF THE STATION MARK AND 29 FT. EAST OF A 12-INCH TREE.
 FD0129'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0129'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0131 ***********************************************************************
 FD0131  DESIGNATION -  HANDLE RM 2
 FD0131  PID         -  FD0131
 FD0131  STATE/COUNTY-  TN/COFFEE
 FD0131  USGS QUAD   -  NOAH (1976)
 FD0131
 FD0131                         *CURRENT SURVEY CONTROL
 FD0131  ___________________________________________________________________
 FD0131* NAD 83(1986)-  35 32 54.     (N)    086 11 24.     (W)     SCALED    
 FD0131* NAVD 88     -       347.232  (meters)    1139.21   (feet)  ADJUSTED  
 FD0131  ___________________________________________________________________
 FD0131  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0131  DYNAMIC HT  -         346.905 (meters)    1138.14  (feet)  COMP
 FD0131  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FD0131
 FD0131  VERT ORDER  -  SECOND    CLASS 0
 FD0131
 FD0131.The horizontal coordinates were scaled from a topographic map and have
 FD0131.an estimated accuracy of +/- 6 seconds.
 FD0131
 FD0131.The orthometric height was determined by differential leveling
 FD0131.and adjusted by the National Geodetic Survey in June 1991..
 FD0131
 FD0131.The geoid height was determined by GEOID03.
 FD0131
 FD0131.The dynamic height is computed by dividing the NAVD 88
 FD0131.geopotential number by the normal gravity value computed on the
 FD0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0131.degrees latitude (g = 980.6199 gals.).
 FD0131
 FD0131.The modeled gravity was interpolated from observed gravity values.
 FD0131
 FD0131;                    North         East    Units  Estimated Accuracy
 FD0131;SPC TN       -   134,820.      582,770.      MT  (+/- 180 meters Scaled)
 FD0131
 FD0131                          SUPERSEDED SURVEY CONTROL
 FD0131
 FD0131  NGVD 29 (??/??/92)  347.226  (m)         1139.19   (f) ADJ UNCH    2 0
 FD0131
 FD0131.Superseded values are not recommended for survey control.
 FD0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0131.See file dsdata.txt to determine how the superseded data were derived.
 FD0131
 FD0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE734341(NAD 83)
 FD0131_MARKER: DR = REFERENCE MARK DISK
 FD0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0131_STAMPING: HANDLE NO 2 1960
 FD0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0131+STABILITY: SURFACE MOTION
 FD0131
 FD0131  HISTORY     - Date     Condition        Report By
 FD0131  HISTORY     - 1960     MONUMENTED       CGS
 FD0131
 FD0131                          STATION DESCRIPTION
 FD0131
 FD0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0131'7.5 MI SE FROM BEECH GROVE.
 FD0131'THIS MARK IS LOCATED AT THE HANDLE 1960 STATION SITE, 26.3 FT.
 FD0131'SOUTHWEST OF THE STATION MARK AND 16 FT. WEST OF A 12-INCH TREE.
 FD0131'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0131'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0952 ***********************************************************************
 FC0952  DESIGNATION -  HANNAH
 FC0952  PID         -  FC0952
 FC0952  STATE/COUNTY-  TN/ROANE
 FC0952  USGS QUAD   -  HARRIMAN (1980)
 FC0952
 FC0952                         *CURRENT SURVEY CONTROL
 FC0952  ___________________________________________________________________
 FC0952* NAD 83(1995)-  35 57 47.51999(N)    084 31 18.61985(W)     ADJUSTED  
 FC0952* NAVD 88     -       251.697  (meters)     825.78   (feet)  ADJUSTED  
 FC0952  ___________________________________________________________________
 FC0952  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 FC0952  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0952  DYNAMIC HT  -         251.466 (meters)     825.02  (feet)  COMP
 FC0952  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 FC0952
 FC0952  HORZ ORDER  -  SECOND
 FC0952  VERT ORDER  -  SECOND    CLASS 0
 FC0952
 FC0952.The horizontal coordinates were established by classical geodetic methods
 FC0952.and adjusted by the National Geodetic Survey in April 1999..
 FC0952
 FC0952.The orthometric height was determined by differential leveling
 FC0952.and adjusted by the National Geodetic Survey in June 1991..
 FC0952
 FC0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0952
 FC0952.The geoid height was determined by GEOID03.
 FC0952
 FC0952.The dynamic height is computed by dividing the NAVD 88
 FC0952.geopotential number by the normal gravity value computed on the
 FC0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0952.degrees latitude (g = 980.6199 gals.).
 FC0952
 FC0952.The modeled gravity was interpolated from observed gravity values.
 FC0952
 FC0952;                    North         East     Units Scale Factor Converg.
 FC0952;SPC TN       -   181,839.240   733,326.741   MT  0.99995093   +0 51 55.3
 FC0952;SPC TN       -   596,584.24  2,405,922.82   sFT  0.99995093   +0 51 55.3
 FC0952;UTM  16      - 3,982,706.038   723,476.298   MT  1.00021542   +1 27 21.4
 FC0952
 FC0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0952!SPC TN       -   0.99996521  x   0.99995093  =   0.99991614
 FC0952!UTM  16      -   0.99996521  x   1.00021542  =   1.00018063
 FC0952
 FC0952|---------------------------------------------------------------------|
 FC0952| PID    Reference Object                     Distance      Geod. Az  |
 FC0952|                                                           dddmmss.s |
 FC0952| FC0951 HANNAH RM 1                          13.236 METERS 09515     |
 FC0952| CZ4838 HANNAH RM 3                          13.781 METERS 18118     |
 FC0952| FC1810 WILD                                APPROX. 5.7 KM 2222806.9 |
 FC0952| FC0954 HANNAH AZ MK                                       2231941.3 |
 FC0952| FC0953 HANNAH RM 2                          13.171 METERS 26823     |
 FC0952| CZ4839 HANNAH RM 4                          11.342 METERS 27124     |
 FC0952|---------------------------------------------------------------------|
 FC0952
 FC0952                          SUPERSEDED SURVEY CONTROL
 FC0952
 FC0952  NAD 83(1995)-  35 57 47.52851(N)    084 31 18.61903(W) AD(       ) 2
 FC0952  NAD 83(1986)-  35 57 47.53357(N)    084 31 18.61752(W) AD(       ) 2
 FC0952  NAD 27      -  35 57 47.25815(N)    084 31 18.85911(W) AD(       ) 2
 FC0952  NGVD 29 (??/??/??)  251.81   (m)          826.1    (f) RESET       3  
 FC0952
 FC0952.Superseded values are not recommended for survey control.
 FC0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0952.See file dsdata.txt to determine how the superseded data were derived.
 FC0952
 FC0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2347682706(NAD 83)
 FC0952_MARKER: DD = SURVEY DISK
 FC0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0952_SP_SET: MONUMENT
 FC0952_STAMPING: HANNAH 1965
 FC0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0952
 FC0952  HISTORY     - Date     Condition        Report By
 FC0952  HISTORY     - 1965     MONUMENTED       TNHD
 FC0952  HISTORY     - 1968     SEE DESCRIPTION  TVA
 FC0952  HISTORY     - 1972     GOOD             NGS
 FC0952  HISTORY     - 1972     GOOD             NGS
 FC0952
 FC0952                          STATION DESCRIPTION
 FC0952
 FC0952'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 FC0952'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF HARRIMAN.
 FC0952'
 FC0952'TO REACH THE STATION FROM THE POST OFFICE IN HARRIMAN, GO EASTERLY ON
 FC0952'STATE ROUTE 61 FOR 2.9 MILES TO A GRAVELED DRIVE ON THE LEFT.
 FC0952'TURN LEFT ON THE GRAVELED DRIVE AND GO 0.05 MILE TO THE STATION ON
 FC0952'THE RIGHT.
 FC0952'
 FC0952'THE STATION IS 42 FEET SOUTHWEST OF A 16-INCH WALNUT TREE, 8 FEET
 FC0952'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE, 5 FEET
 FC0952'SOUTH OF A FENCE POST AT A GATE OPENING AND 1.9 FEET SOUTH OF A METAL
 FC0952'WITNESS POST WITH SIGN. THE SURFACE AND UNDERGROUND MARKS
 FC0952'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 FC0952'STAMPED HANNAH 1965. THE UNDERGROUND MARK IS ABOUT 30
 FC0952'INCHES BELOW THE SURFACE. THE SURFACE DISK IS SET IN A 10-INCH
 FC0952'SQUARE, FLUSH CONCRETE MONUMENT.
 FC0952'
 FC0952'REFERENCE MARK NO. 1 IS 8 FEET SOUTH OF A FENCE AND 7 FEET NORTH OF
 FC0952'THE APPROXIMATE CENTER OF A GRAVELED DRIVE. IT IS A STANDARD
 FC0952'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH
 FC0952'CONCRETE MONUMENT AND THE DISK IS STAMPED HANNAH RM-1 1965.
 FC0952'
 FC0952'REFERENCE MARK NO. 2 IS 8 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC0952'GRAVELED DRIVE AND 7 FEET SOUTH OF A FENCE. IT IS A STANDARD
 FC0952'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH
 FC0952'CONCRETE MONUMENT AND THE DISK IS STAMPED HANNAH RM-2 1965.
 FC0952'
 FC0952'THE AZIMUTH MARK IS 29 FEET SOUTHEAST OF THE APPROXINATE CENTER OF
 FC0952'STATE ROUTE 61 AND 2 FEET SOUTHEAST OF POWER POLE NO 3-82.
 FC0952'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FC0952'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED HANNAH
 FC0952'AZI 1965.
 FC0952'
 FC0952'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN HARRIMAN, GO
 FC0952'EASTERLY ON STATE ROUTE 61 FOR 2.55 MILES TO A BANK OF A
 FC0952'HIGHWAY CUT AND THE AZIMUTH MARK ON THE RIGHT.
 FC0952'
 FC0952'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 FC0952
 FC0952                          STATION RECOVERY (1968)
 FC0952
 FC0952'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968 (GBS)
 FC0952'HANNAH RM 1 NOT FOUND.  BELIEVED DESTROYED BY WIDENING OF ROAD.
 FC0952'HANNAH RM 2 - TOP
 FC0952'BROKEN OFF, BASE STILL IN ABOUT FLUSH WITH GROUND.
 FC0952'HANNAH AZI - NOT FOUND.  BELIEVED
 FC0952'DESTROYED BY WIDENING OF NEW HWY.
 FC0952'
 FC0952'SEARCHED FOR OR RECOVERED BY-LITTLE AND STINER
 FC0952'
 FC0952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-3.0 MI N-E OF
 FC0952'HARRIMAN.
 FC0952
 FC0952                          STATION RECOVERY (1972)
 FC0952
 FC0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FC0952'THE STATION MARK ONLY WAS FOUND IN GOOD CONDITION. THE AZIMUTH MARK
 FC0952'AND REFERENCE MARK NO. 1 WERE DESTROYED BY CONSTRUCTION
 FC0952'ALONG U.S. HIGHWAY 27 AND STATE ROUTE 61 SEVERAL YEARS AGO, WHEN
 FC0952'THESE HIGHWAYS WERE RELOCATED AND LANED.  THE CONCRETE MONUMENT FOR
 FC0952'THE REFERENCE MARK NO. 2 WAS RECOVERED WITH THE DISK GONE AND PART OF
 FC0952'THE MONUMENT CHIPPED AWAY, BUT WITH THE MARK OF THE SHANK OF THE
 FC0952'DISK STILL PLAINLY VISIBLE. THE CENTER OF THE OLD SHANK HOLE WAS
 FC0952'DETERMINED AND MARKED AND CHECKED THE 1965 MEASUREMENT FLAT. TWO NEW
 FC0952'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED. THE STATION WAS
 FC0952'THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED ON ALL POINTS USING
 FC0952'A DISTANT LOOKOUT TOWER AS THE INITIAL.
 FC0952'
 FC0952'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0952'
 FC0952'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF HARRIMAN AT THE T
 FC0952'JUNCTION OF A GRAVELED DRIVE LEADING NORTHWESTERLY TO
 FC0952'A DISTANT FARM, AND IS THOUGHT TO BE ALONG THE HIGHWAY RIGHT-OF-WAY.
 FC0952'
 FC0952'TO REACH THE STATION FROM THE POST OFFICE IN HARRIMAN, GO EAST AND
 FC0952'NORTHEASTERLY ON U. S. HIGHWAY 27 AND STATE ROUTE 61 FOR
 FC0952'0.4 OF A MILE TO THE T JUNCTION OF STATE ROUTE 29A ON THE LEFT.
 FC0952'CONTINUE NORTHEASTERLY ON U. S.  HIGHWAY 27 AND STATE
 FC0952'ROUTE 61 (RELOCATED) FOR 2.25 MILES TO A GRAVELED T ROAD ON THE LEFT
 FC0952'AND THE STATION. CONTINUE NORTHEASTERLY ON
 FC0952'THE DIVIDED HIGHWAY FOR 0.3 OF A MILE TO A CROSS-OVER AND ANOTHER T
 FC0952'ROAD LEFT. HERE CROSS-OVER TO THE SOUTHWEST BOUND TRAFFIC
 FC0952'LANES AND BACKTRACK FOR 0.3 OF A MILE TO THE STATION SITE ON
 FC0952'THE RIGHT.
 FC0952'
 FC0952'THE STATION IS 110 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FC0952'SOUTHWEST BOUND TRAFFIC LANES OF U. S. HIGHWAY 27 AND STATE
 FC0952'ROUTE 61, 50 FEET WEST OF A V FENCE CORNER POST, 41 FEET SOUTHWEST OF
 FC0952'AN 18-INCH OAK TREE, 20 FEET NORTH OF THE APPROXIMATE CENTER
 FC0952'OF A GRAVELED DRIVE, 4.5 FEET SOUTH OF A FENCE, AND 1.3 FEET SOUTH OF
 FC0952'A METAL WITNESS POST AND SIGN. IT IS A STANDARD TENNESSEE
 FC0952'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 FC0952'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HANNAH 1965.
 FC0952'
 FC0952'REFERENCE MARK NO. 3 IS ON A V SHAPED PIECE OF LAND ACROSS THE
 FC0952'GRAVELED DRIVEWAY SOUTH OF THE STATION, 100 FEET NORTHEAST
 FC0952'OF A POWERLINE POLE, 70 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FC0952'THE SOUTHWEST BOUND TRAFFIC LANES ON U.S.  HIGHWAY 27 AND STATE ROUTE
 FC0952'61, 24 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE,
 FC0952'AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FC0952'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FC0952'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED HANNAH 1965 NO 3 1972.
 FC0952'
 FC0952'REFERENCE MARK NO. 4 IS 87 FEET WEST OF THE V FENCE CORNER POST, 73
 FC0952'FEET WEST-SOUTHWEST OF THE 18-INCH OAK TREE, 15 FEET NORTH OF THE
 FC0952'APPROXIMATE CENTER OF THE GRAVELED DRIVE, 4.5 FEET SOUTH OF A FENCE,
 FC0952'AND 1.0 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 FC0952'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 FC0952'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED HANNAH 1965 NO
 FC0952'4 1972.
 FC0952'
 FC0952'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 FC0952'REFERENCE MARK NO. 4 IS 58.62 FEET-17.866 METERS.
 FC0952'
 FC0952'THE CONCRETE MONUMENT FOR OLD REFERENCE MARK NO. 2 IS SPLIT OFF ON
 FC0952'ONE SIDE SO BADLY AND IN SUCH A POOR LOCATION THAT NO REFERENCE
 FC0952'MEASUREMENTS WERE MADE TO IT.
 FC0952'
 FC0952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 3.0 MILES
 FC0952'NORTHEAST OF HARRIMAN.
 FC0952
 FC0952                          STATION RECOVERY (1972)
 FC0952
 FC0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FC0952'3 MI NE FROM HARRIMAN.
 FC0952'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 FC0952'DESCRIPTION FOLLOWS.  TO REACH THE MARK FROM THE POST OFFICE IN
 FC0952'HARRIMAN, GO EAST AND NORTHEASTERLY ON U.S. HIGHWAY 27 AND STATE
 FC0952'ROUTE 61 FOR 0.4 OF A MILE TO THE T JUNCTION OF STATE ROUTE 29A
 FC0952'ON THE LEFT.  CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 27 AND STATE
 FC0952'ROUTE 61 (RELOCATED) FOR 2.25 MILES TO A GRAVELED T ROAD LEFT
 FC0952'ACROSS THE FOUR LANE HIGHWAY AND THE HANNAH 1965 TRAVERSE
 FC0952'STATION AS DESCRIBED.  IT IS 110 FEET NORTHWEST OF THE APPROXIMATE
 FC0952'CENTER OF THE SOUTHWEST BOUND TRAFFIC LANES OF U.S. HIGHWAY 27
 FC0952'AND STATE ROUTE 61, 50 FEET WEST OF A V FENCE CORNER POST, 41
 FC0952'FEET SOUTHWEST OF AN 18-INCH OAK TREE, 20 FEET NORTH OF THE
 FC0952'APPROXIMATE CENTER OF A GRAVELED DRIVE, 4.5 FEET SOUTH OF A FENCE,
 FC0952'AND 1.3 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 FC0952'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FC0952'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FC0952'HANNAH 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0306 ***********************************************************************
 FE0306  DESIGNATION -  HARDIN
 FE0306  PID         -  FE0306
 FE0306  STATE/COUNTY-  TN/HARDIN
 FE0306  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0306
 FE0306                         *CURRENT SURVEY CONTROL
 FE0306  ___________________________________________________________________
 FE0306* NAD 83(1995)-  35 13 29.90352(N)    088 15 02.35317(W)     ADJUSTED  
 FE0306* NAVD 88     -       133.973  (meters)     439.54   (feet)  ADJUSTED  
 FE0306  ___________________________________________________________________
 FE0306  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FE0306  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0306  DYNAMIC HT  -         133.852 (meters)     439.15  (feet)  COMP
 FE0306  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE0306
 FE0306  HORZ ORDER  -  SECOND
 FE0306  VERT ORDER  -  SECOND    CLASS 0
 FE0306
 FE0306.The horizontal coordinates were established by classical geodetic methods
 FE0306.and adjusted by the National Geodetic Survey in April 1999..
 FE0306
 FE0306.The orthometric height was determined by differential leveling
 FE0306.and adjusted by the National Geodetic Survey in June 1991..
 FE0306
 FE0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0306
 FE0306.The geoid height was determined by GEOID03.
 FE0306
 FE0306.The dynamic height is computed by dividing the NAVD 88
 FE0306.geopotential number by the normal gravity value computed on the
 FE0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0306.degrees latitude (g = 980.6199 gals.).
 FE0306
 FE0306.The modeled gravity was interpolated from observed gravity values.
 FE0306
 FE0306;                    North         East     Units Scale Factor Converg.
 FE0306;SPC TN       -   101,283.807   395,123.007   MT  1.00000451   -1 19 03.4
 FE0306;SPC TN       -   332,295.29  1,296,332.73   sFT  1.00000451   -1 19 03.4
 FE0306;UTM  16      - 3,898,708.736   386,185.973   MT  0.99975964   -0 43 17.2
 FE0306
 FE0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0306!SPC TN       -   0.99998330  x   1.00000451  =   0.99998781
 FE0306!UTM  16      -   0.99998330  x   0.99975964  =   0.99974295
 FE0306
 FE0306:                Primary Azimuth Mark                     Grid Az
 FE0306:SPC TN       -  SAVANNAH RAD STA WORM MAST               029 30 01.0
 FE0306:UTM  16      -  SAVANNAH RAD STA WORM MAST               028 54 14.8
 FE0306
 FE0306|---------------------------------------------------------------------|
 FE0306| PID    Reference Object                     Distance      Geod. Az  |
 FE0306|                                                           dddmmss.s |
 FE0306| FE2252 SAVANNAH RAD STA WORM MAST          APPROX. 1.9 KM 0281057.6 |
 FE0306| FE2251 SAVANNAH MUNICIPAL TANK             APPROX. 0.7 KM 0733214.4 |
 FE0306| FE0305 HARDIN RM 1                          44.142 METERS 09017     |
 FE0306| FE2256 SAVANNAH COUNTY CTHSE CUPOLA         24.652 METERS 14004     |
 FE0306| FE0308 HARDIN AZ MK                                       2825139.9 |
 FE0306| FE0307 HARDIN RM 2                          44.734 METERS 28334     |
 FE0306|---------------------------------------------------------------------|
 FE0306
 FE0306                          SUPERSEDED SURVEY CONTROL
 FE0306
 FE0306  NAD 83(1995)-  35 13 29.90664(N)    088 15 02.35289(W) AD(       ) 2
 FE0306  NAD 83(1995)-  35 13 29.90708(N)    088 15 02.35253(W) AD(       ) 2
 FE0306  NAD 83(1995)-  35 13 29.91069(N)    088 15 02.35276(W) AD(       ) 2
 FE0306  NAD 83(1986)-  35 13 29.91249(N)    088 15 02.35258(W) AD(       ) 2
 FE0306  NAD 27      -  35 13 29.61990(N)    088 15 02.22020(W) AD(       ) 2
 FE0306  NGVD 29 (??/??/??)  133.987  (m)          439.59   (f) ADJUSTED    2 0
 FE0306
 FE0306.Superseded values are not recommended for survey control.
 FE0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0306.See file dsdata.txt to determine how the superseded data were derived.
 FE0306
 FE0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8618698709(NAD 83)
 FE0306_MARKER: DS = TRIANGULATION STATION DISK
 FE0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0306_STAMPING: HARDIN 1962
 FE0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0306+STABILITY: SURFACE MOTION
 FE0306
 FE0306  HISTORY     - Date     Condition        Report By
 FE0306  HISTORY     - 1962     MONUMENTED       TNHD
 FE0306  HISTORY     - 1962     GOOD             TNHD
 FE0306  HISTORY     - 1972     GOOD             LOCSUR
 FE0306
 FE0306                          STATION DESCRIPTION
 FE0306
 FE0306'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0306'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE HARDIN COUNTY
 FE0306'COURTHOUSE LAWN IN SAVANNAH.
 FE0306'
 FE0306'THE SURFACE MARK DISK IS CEMENTED FLUSH IN A 10-INCH SQUARE CONCRETE
 FE0306'MONUMENT.  IT IS 50 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 FE0306'ROUTE 15, 24 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HARDIN
 FE0306'COUNTY COURTHOUSE, AND 2 FEET NORTH OF A SIDEWALK.
 FE0306'
 FE0306'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0306'DEPARTMENT DISKS STAMPED HARDIN 1962.
 FE0306'
 FE0306'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 FE0306'
 FE0306'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0306'CEMENTED IN A DRILLED HOLE IN A SIDEWALK AND THE DISK IS STAMPED
 FE0306'HARDIN RM-1 1962.  IT IS 25 FEET WEST OF THE CORNER OF CERRY AND MAIN
 FE0306'STREET, 28 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 FE0306'15, 15 FEET SOUTH OF THE EDGE OF A SIDEWALK, AND 14 FEET NORTHWEST OF
 FE0306'A UTILITY POLE.
 FE0306'
 FE0306'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0306'CEMENTED IN A DRILLED HOLE IN A SIDEWALK.  IT IS 44 FEET EAST OF THE
 FE0306'APPROXIMATE CENTER OF CANDY CIRCLE, 43 FEET NORTH OF THE APPROXIMATE
 FE0306'CENTER OF MAIN STREET, 3 FEET SOUTHWEST OF A 10-INCH WILD CHERRY
 FE0306'TREE, AND 6 INCHES SOUTH OF THE EDGE OF THE SIDEWALK.
 FE0306'
 FE0306'THE AZIMUTH MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0306'CEMENTED IN A DRILLED HOLE IN A SIDEWALK AND THE DISK IS STAMPED
 FE0306'HARDIN AZI 1962.  IT IS 44 FEET EAST OF THE APPROXIMATE CENTER OF
 FE0306'CANDY CIRCLE, 43 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE0306'MAIN STREET, 3 FEET SOUTHWEST OF A 10-INCH WILD CHERRY TREE AND 6
 FE0306'INCHES SOUTH OF THE EDGE OF THE SIDEWALK.
 FE0306'
 FE0306'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE 0.2 MILE WEST ON
 FE0306'MAIN STREET TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE0306'
 FE0306'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 FE0306
 FE0306                          STATION RECOVERY (1962)
 FE0306
 FE0306'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0306'AT SAVANNAH.
 FE0306'AT THE COURTHOUSE IN SAVANNAH, THE MARK IS 24 FT. NORTHEAST OF
 FE0306'THE NORTHWEST CORNER OF THE HARDIN COUNTY COURTHOUSE AND 50 FT.
 FE0306'SOUTH OF THE CENTERLINE OF U.S. 64.  A STANDARD TENNESSEE HIGHWAY
 FE0306'DEPARTMENT DISK SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE
 FE0306'MONUMENT FLUSH WITH THE GROUND AND STAMPED HARDIN 1962.
 FE0306
 FE0306                          STATION RECOVERY (1972)
 FE0306
 FE0306'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (JOG)
 FE0306'CONDITION OF POINT WHEN FOUND GOOD.
 FE0306'
 FE0306'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HARDIN STATION MARK
 FE0306'STATE HWY DPT 1962.
 FE0306'
 FE0306'REF. AND DESCRIPTION GOOD.
 FE0306'
 FE0306'HARDIN RM 1- POINT WHEN FOUND GOOD.
 FE0306'
 FE0306'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HARDIN RM-1.
 FE0306'
 FE0306'DESCRIPTION GOOD IN BULLETIN.
 FE0306'
 FE0306'HARDIN RM 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE0306'
 FE0306'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HARDIN RM-2.
 FE0306'
 FE0306'DESCRIPTION GOOD IN BULLETIN.
 FE0306'
 FE0306'HARDIN AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0306'
 FE0306'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HARDIN AZI STATE
 FE0306'HWY DEPT.
 FE0306'
 FE0306'DESCRIPTION AND REF GOOD AS DESCRIBED IN QUAD NO. 13.
 FE0306'
 FE0306'DISTANCE AND DIRECTION FROM NEAREST TOWN 0.2 MI WEST FROM COURTHOUSE
 FE0306'(SAVANNAH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0308 ***********************************************************************
 FE0308  DESIGNATION -  HARDIN AZ MK
 FE0308  PID         -  FE0308
 FE0308  STATE/COUNTY-  TN/HARDIN
 FE0308  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0308
 FE0308                         *CURRENT SURVEY CONTROL
 FE0308  ___________________________________________________________________
 FE0308* NAD 83(1986)-  35 13 29.     (N)    088 15 02.     (W)     SCALED    
 FE0308* NAVD 88     -       131.166  (meters)     430.33   (feet)  ADJUSTED  
 FE0308  ___________________________________________________________________
 FE0308  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0308  DYNAMIC HT  -         131.047 (meters)     429.94  (feet)  COMP
 FE0308  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE0308
 FE0308  VERT ORDER  -  SECOND    CLASS 0
 FE0308
 FE0308.The horizontal coordinates were scaled from a topographic map and have
 FE0308.an estimated accuracy of +/- 6 seconds.
 FE0308
 FE0308.The orthometric height was determined by differential leveling
 FE0308.and adjusted by the National Geodetic Survey in June 1991..
 FE0308
 FE0308.The geoid height was determined by GEOID03.
 FE0308
 FE0308.The dynamic height is computed by dividing the NAVD 88
 FE0308.geopotential number by the normal gravity value computed on the
 FE0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0308.degrees latitude (g = 980.6199 gals.).
 FE0308
 FE0308.The modeled gravity was interpolated from observed gravity values.
 FE0308
 FE0308;                    North         East    Units  Estimated Accuracy
 FE0308;SPC TN       -   101,260.      395,130.      MT  (+/- 180 meters Scaled)
 FE0308
 FE0308                          SUPERSEDED SURVEY CONTROL
 FE0308
 FE0308  NGVD 29 (??/??/??)  131.178  (m)          430.37   (f) ADJUSTED    2 0
 FE0308
 FE0308.Superseded values are not recommended for survey control.
 FE0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0308.See file dsdata.txt to determine how the superseded data were derived.
 FE0308
 FE0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD861986(NAD 83)
 FE0308_MARKER: DZ = AZIMUTH MARK DISK
 FE0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0308_SP_SET: SIDEWALK
 FE0308_STAMPING: HARDIN AZI 1962
 FE0308_MARK LOGO: TNHD  
 FE0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0308
 FE0308  HISTORY     - Date     Condition        Report By
 FE0308  HISTORY     - 1962     MONUMENTED       TNHD
 FE0308
 FE0308                          STATION DESCRIPTION
 FE0308
 FE0308'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0308'AT SAVANNAH.
 FE0308'FROM THE COURTHOUSE IN SAVANNAH GO WEST ON MAIN ST. FOR 0.2 MILE
 FE0308'TO THE AZIMUTH ON THE RIGHT.  THE MARK IS 43 FT. NORTH OF THE
 FE0308'CENTER OF MAIN ST., 44 FT. EAST OF THE CENTER OF CANBY CIRCLE, 3
 FE0308'FT. SOUTHWEST OF A 10 INCH WILD CHERRY TREE AND 6 INCHES SOUTH OF
 FE0308'THE EDGE OF THE SIDEWALK.  A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0308'DISK CEMENTED IN A DRILLED HOLE IN THE SURFACE OF THE SIDEWALK
 FE0308'AND STAMPED HARDIN AZI, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0305 ***********************************************************************
 FE0305  DESIGNATION -  HARDIN RM 1
 FE0305  PID         -  FE0305
 FE0305  STATE/COUNTY-  TN/HARDIN
 FE0305  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0305
 FE0305                         *CURRENT SURVEY CONTROL
 FE0305  ___________________________________________________________________
 FE0305* NAD 83(1986)-  35 13 29.     (N)    088 15 01.     (W)     SCALED    
 FE0305* NAVD 88     -       133.420  (meters)     437.73   (feet)  ADJUSTED  
 FE0305  ___________________________________________________________________
 FE0305  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0305  DYNAMIC HT  -         133.300 (meters)     437.34  (feet)  COMP
 FE0305  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 FE0305
 FE0305  VERT ORDER  -  SECOND    CLASS 0
 FE0305
 FE0305.The horizontal coordinates were scaled from a topographic map and have
 FE0305.an estimated accuracy of +/- 6 seconds.
 FE0305
 FE0305.The orthometric height was determined by differential leveling
 FE0305.and adjusted by the National Geodetic Survey in June 1991..
 FE0305
 FE0305.The geoid height was determined by GEOID03.
 FE0305
 FE0305.The dynamic height is computed by dividing the NAVD 88
 FE0305.geopotential number by the normal gravity value computed on the
 FE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0305.degrees latitude (g = 980.6199 gals.).
 FE0305
 FE0305.The modeled gravity was interpolated from observed gravity values.
 FE0305
 FE0305;                    North         East    Units  Estimated Accuracy
 FE0305;SPC TN       -   101,260.      395,160.      MT  (+/- 180 meters Scaled)
 FE0305
 FE0305                          SUPERSEDED SURVEY CONTROL
 FE0305
 FE0305  NGVD 29 (??/??/??)  133.434  (m)          437.77   (f) ADJUSTED    2 0
 FE0305
 FE0305.Superseded values are not recommended for survey control.
 FE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0305.See file dsdata.txt to determine how the superseded data were derived.
 FE0305
 FE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD862986(NAD 83)
 FE0305_MARKER: DR = REFERENCE MARK DISK
 FE0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0305_SP_SET: SIDEWALK
 FE0305_STAMPING: HARDIN RM-1 1962
 FE0305_MARK LOGO: TNHD  
 FE0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0305
 FE0305  HISTORY     - Date     Condition        Report By
 FE0305  HISTORY     - 1962     MONUMENTED       TNHD
 FE0305
 FE0305                          STATION DESCRIPTION
 FE0305
 FE0305'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0305'AT SAVANNAH.
 FE0305'AT THE COURTHOUSE IN SAVANNAH, THE MARK IS 28 FT. SOUTH OF THE
 FE0305'CENTERLINE OF U.S. 64, 25 FT. WEST OF THE CORNER OF CHERRY AND
 FE0305'MAIN STREETS, 14 FT. NORTHWEST OF A POWER POLE, AND 1.5 FT. SOUTH
 FE0305'OF THE EDGE OF A SIDEWALK.  A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0305'DISK, CEMENTED IN A DRILLED HOLE IN A SIDEWALK AND STAMPED HARDIN
 FE0305'RM-1, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0307 ***********************************************************************
 FE0307  DESIGNATION -  HARDIN RM 2
 FE0307  PID         -  FE0307
 FE0307  STATE/COUNTY-  TN/HARDIN
 FE0307  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0307
 FE0307                         *CURRENT SURVEY CONTROL
 FE0307  ___________________________________________________________________
 FE0307* NAD 83(1986)-  35 13 28.     (N)    088 15 02.     (W)     SCALED    
 FE0307* NAVD 88     -       132.115  (meters)     433.45   (feet)  ADJUSTED  
 FE0307  ___________________________________________________________________
 FE0307  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE0307  DYNAMIC HT  -         131.996 (meters)     433.06  (feet)  COMP
 FE0307  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 FE0307
 FE0307  VERT ORDER  -  SECOND    CLASS 0
 FE0307
 FE0307.The horizontal coordinates were scaled from a topographic map and have
 FE0307.an estimated accuracy of +/- 6 seconds.
 FE0307
 FE0307.The orthometric height was determined by differential leveling
 FE0307.and adjusted by the National Geodetic Survey in June 1991..
 FE0307
 FE0307.The geoid height was determined by GEOID03.
 FE0307
 FE0307.The dynamic height is computed by dividing the NAVD 88
 FE0307.geopotential number by the normal gravity value computed on the
 FE0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0307.degrees latitude (g = 980.6199 gals.).
 FE0307
 FE0307.The modeled gravity was interpolated from observed gravity values.
 FE0307
 FE0307;                    North         East    Units  Estimated Accuracy
 FE0307;SPC TN       -   101,230.      395,130.      MT  (+/- 180 meters Scaled)
 FE0307
 FE0307                          SUPERSEDED SURVEY CONTROL
 FE0307
 FE0307  NGVD 29 (??/??/??)  132.128  (m)          433.49   (f) ADJUSTED    2 0
 FE0307
 FE0307.Superseded values are not recommended for survey control.
 FE0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0307.See file dsdata.txt to determine how the superseded data were derived.
 FE0307
 FE0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD861986(NAD 83)
 FE0307_MARKER: DR = REFERENCE MARK DISK
 FE0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0307_SP_SET: CURB
 FE0307_STAMPING: HARDIN RM-2 1962
 FE0307_MARK LOGO: TNHD  
 FE0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0307
 FE0307  HISTORY     - Date     Condition        Report By
 FE0307  HISTORY     - 1962     MONUMENTED       TNHD
 FE0307
 FE0307                          STATION DESCRIPTION
 FE0307
 FE0307'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0307'AT SAVANNAH.
 FE0307'AT THE COURTHOUSE IN SAVANNAH, THE MARK IS 36 FT. SOUTH OF THE
 FE0307'CENTERLINE OF U.S. 64, 13 FT. EAST OF THE CENTER OF ADAMS ST. AND
 FE0307'5 FT SOUTHWEST OF A POWER POLE.  A STANDARD TENNESSEE HIGHWAY
 FE0307'DEPARTMENT DISK, CEMENTED IN A DRILLED HOLE IN THE TOP OF A CURB
 FE0307'AND STAMPED, HARDIN RM-2, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1483 ***********************************************************************
 FD1483  DESIGNATION -  HARDISON
 FD1483  PID         -  FD1483
 FD1483  STATE/COUNTY-  TN/MARSHALL
 FD1483  USGS QUAD   -  VERONA (1980)
 FD1483
 FD1483                         *CURRENT SURVEY CONTROL
 FD1483  ___________________________________________________________________
 FD1483* NAD 83(1995)-  35 34 39.53420(N)    086 47 15.56797(W)     ADJUSTED  
 FD1483* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 FD1483  ___________________________________________________________________
 FD1483  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FD1483  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD1483
 FD1483  HORZ ORDER  -  SECOND
 FD1483
 FD1483.The horizontal coordinates were established by classical geodetic methods
 FD1483.and adjusted by the National Geodetic Survey in April 1999..
 FD1483
 FD1483.The orthometric height was scaled from a topographic map.
 FD1483
 FD1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1483
 FD1483.The geoid height was determined by GEOID03.
 FD1483
 FD1483;                    North         East     Units Scale Factor Converg.
 FD1483;SPC TN       -   138,342.965   528,608.874   MT  0.99995836   -0 27 40.1
 FD1483;SPC TN       -   453,880.21  1,734,277.61   sFT  0.99995836   -0 27 40.1
 FD1483;UTM  16      - 3,937,125.878   519,239.438   MT  0.99960456   +0 07 24.8
 FD1483
 FD1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1483!SPC TN       -   0.99996922  x   0.99995836  =   0.99992758
 FD1483!UTM  16      -   0.99996922  x   0.99960456  =   0.99957380
 FD1483
 FD1483|---------------------------------------------------------------------|
 FD1483| PID    Reference Object                     Distance      Geod. Az  |
 FD1483|                                                           dddmmss.s |
 FD1483| CG5981 HARDISON RM 1                        55.718 METERS 04355     |
 FD1483| CG5980 HARDISON AZ MK                                     0831816.9 |
 FD1483| FD1478 POPLIN                              APPROX.18.8 KM 0915636.5 |
 FD1483| CG5982 HARDISON RM 2                        57.016 METERS 12908     |
 FD1483|---------------------------------------------------------------------|
 FD1483
 FD1483                          SUPERSEDED SURVEY CONTROL
 FD1483
 FD1483  NAD 83(1995)-  35 34 39.53818(N)    086 47 15.56997(W) AD(       ) 2
 FD1483  NAD 83(1986)-  35 34 39.54488(N)    086 47 15.56816(W) AD(       ) 2
 FD1483  NAD 27      -  35 34 39.29300(N)    086 47 15.57500(W) AD(       ) 2
 FD1483
 FD1483.Superseded values are not recommended for survey control.
 FD1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1483.See file dsdata.txt to determine how the superseded data were derived.
 FD1483
 FD1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1923937126(NAD 83)
 FD1483_MARKER: DS = TRIANGULATION STATION DISK
 FD1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1483
 FD1483  HISTORY     - Date     Condition        Report By
 FD1483  HISTORY     - 1934     MONUMENTED       CGS
 FD1483  HISTORY     - 1962     GOOD             CGS
 FD1483  HISTORY     - 1972     GOOD             NGS
 FD1483
 FD1483                          STATION DESCRIPTION
 FD1483
 FD1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1483'ABOUT 3.25 MILES NORTH-NORTHWEST OF VERONAL, 2.5 MILES
 FD1483'SOUTH-SOUTHEAST OF
 FD1483'CANEY SPRINGS, AND ON PROPERTY OF R S O HARDISON.
 FD1483'TO REACH FROM LEWISBURG, GO NORTH 0.9
 FD1483'MILE ON STATE ROUTE 11, TURN
 FD1483'LEFT ONTO CANEY SPRINGS ROAD, GO 9.2 MILES TO A SIDE
 FD1483'ROAD ON LEFT
 FD1483'ABOUT 100 YARDS BEFORE REACHING DUEL RIVER BRIDGE, AND FOLLOW SIDE
 FD1483'ROAD LEFT 0.4 MILE
 FD1483'TO THE HARDISON HOME AND STATION SITE.  STATION IS
 FD1483'ALONG FENCE LINE ON SOUTH SIDE OF
 FD1483'HARDISONS FRONT YARD, 48 FEET SOUTH
 FD1483'OF 26-INCH HICKORY TREE, AND 90 FEET SOUTHEAST OF
 FD1483'SOUTHEAST CORNER OF
 FD1483'THE HARDISON HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1483'STATION DISKS IN
 FD1483'CONCRETE.  REFERENCE MARKS ARE
 FD1483'STANDARD REFERENCE DISKS IN
 FD1483'CONCRETE.  NO 1 IS IN HARDISONS
 FD1483'FRONT YARD, ALONG NORTH FENCE LINE, 20 FEET
 FD1483'EAST OF 10-INCH PEACH
 FD1483'TREE, AND 183.54 FEET FROM STATION.
 FD1483'NO 2 IS IN BARN
 FD1483'LOT, ALONG EAST FENCE LINE, 28 FEET NORTH OF NORTH FACE OF
 FD1483'BARN, AND 187.24 FEET FROM
 FD1483'STATION.
 FD1483'AZIMUTH MARK IS STANDARD REFERENCE DISK IN
 FD1483'CONCRETE ON
 FD1483'PROPERTY OF SAM KRUTCHER, ALONG WEST FENCE LINE OF HIGHWAY
 FD1483'BETWEEN
 FD1483'LEWISBURG AND CANEY SPRINGS, 0.15 MILE NORTH OF DUEL RIVER BRIDGE,
 FD1483'AND 0.5 MILE FROM
 FD1483'STATION N 83 DEG 19 MIN E.
 FD1483
 FD1483                          STATION RECOVERY (1962)
 FD1483
 FD1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1483'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1483'DUE TO THE MANY CHANGES
 FD1483'IS HIGHWAYS AND ROADS THE ORIGINAL DESCRIPTION IS NO
 FD1483'LONGER ADEQUATE.  FOLLOWING IS A
 FD1483'NEW AND COMPLETE DESCRIPTION.
 FD1483'
 FD1483'THE STATION IS LOCATED ON TOP OF A HIGH HILL NEAR THE FARM HOME, ON
 FD1483'THE PROPERTY OF MR
 FD1483'ROBERT S HARDISON, ABOUT 3.25 MILES NORTH-NORTHWEST OF
 FD1483'VERONA, AND 2.5 MILES
 FD1483'SOUTH-SOUTHEAST OF CANEY SPRINGS.
 FD1483'
 FD1483'TO REACH FROM THE NORTHWEST CORNER OF THE MARSHALL COUNTY COURTHOUSE
 FD1483'SQUARE IN LEWISBURG, GO
 FD1483'NORTH ON U S HIGHWAYS 31A AND 431 (THIS IS SECOND
 FD1483'AVENUE) FOR 0.95 MILE TO WHERE U
 FD1483'S HIGHWAY 431 TURNS LEFT, CONTINUE
 FD1483'NORTH ON U S HIGHWAY 31A FOR 0.15 MILE TO VERONA
 FD1483'ROAD (COUNTY ROAD S
 FD1483'7244) ON THE LEFT.  HERE BEAR LEFT ON VERONA ROAD AND GO NORTHERLY
 FD1483'FOR 5.2 MILES TO
 FD1483'THE SMALL COMMUNITY OF VERONA, CONTINUE NORTHERLY ON
 FD1483'VERONA ROAD FOR 1.4 MILES TO AN
 FD1483'OILED T ROAD RIGHT, CONTINUE STRAIGHT
 FD1483'AHEAD, NORTHERLY FOR 0.7 MILE TO A GRAVELED T ROAD
 FD1483'LEFT JUST BEFORE
 FD1483'COMING TO A STEEL BRIDGE OVER THE DUCK RIVER AND A HOUSE IN THE
 FD1483'NORTHWEST ANGLE.
 FD1483'HERE TURN LEFT AND GO WESTERLY FOR 0.3 MILE TO A
 FD1483'GRAVELED T ROAD LEFT, CONTINUE
 FD1483'STRAIGHT AHEAD, NORTHWESTERLY FOR 0.2
 FD1483'MILE TO THE DRIVE LEADING INTO THE ROBERT S
 FD1483'HARDISON FARM ON THE
 FD1483'LEFT, TURN LEFT ON THIS DRIVE AND GO WEST ABOUT 0.05 MILE TO
 FD1483'THE FARM HOME AND
 FD1483'THE STATION IN YARD AS DESCRIBED.
 FD1483'
 FD1483'THE STATION IS 117 FEET SOUTH OF AN 18-INCH HICKORY TREE, 29 FEET
 FD1483'WEST OF AN 8-INCH ELM
 FD1483'TREE, 22 FEET EAST OF A 16-INCH HICKORY TREE, 14 FEET EAST
 FD1483'OF THE CENTER OF A BOARD
 FD1483'GATE, AND 1 FOOT NORTH OF A WOVEN WIRE
 FD1483'FENCE.  IT IS A STANDARD DISK SET IN THE
 FD1483'TOP OF A 10-INCH, SQUARE,
 FD1483'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 FD1483'STAMPED
 FD1483'HARDISON 1934.
 FD1483'
 FD1483'REFERENCE MARK NO 1 IS 92 FEET NORTHWEST OF A 20-INCH HICKORY TREE,
 FD1483'83 FEET NORTH OF A
 FD1483'20-INCH HICKORY TREE, 60 FEET NORTH OF THE APPROXIMATE
 FD1483'CENTER OF THE DRIVEWAY, 54
 FD1483'FEET WEST OF A SMALL CEDAR TREE, AND 0.5
 FD1483'FOOT SOUTH OF A WOVEN WIRE FENCE.  IT IS A
 FD1483'STANDARD DISK SET IN THE
 FD1483'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 5
 FD1483'INCHES AND THE
 FD1483'DISK IS STAMPED HARDISON NO 1 1934.
 FD1483'
 FD1483'REFERENCE MARK NO 2 IS IN A BARN LOT, 109 FEET SOUTH OF A NORTHEAST
 FD1483'FENCE CORNER AND
 FD1483'6-INCH HACKBERRY TREE, 27 FEET NORTH OF THE NORTHEAST
 FD1483'CORNER OF THE BARN AND 1 FOOT
 FD1483'EAST OF A WOVEN WIRE FENCE.  IT IS A
 FD1483'STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1483'SQUARE, CONCRETE MONUMENT
 FD1483'THAT PROJECTS 14 INCHES AND THE DISK IS STAMPED HARDISON NO 2
 FD1483'1934.
 FD1483'
 FD1483'THE AZIMUTH MARK IS 136 FEET SOUTHWEST OF A METAL GATE IN A
 FD1483'NORTH-SOUTH FENCE ON THE
 FD1483'EAST SIDE OF VERONA ROAD, 17 FEET WEST OF THE APPROXIMATE
 FD1483'CENTER OF VERONA ROAD, 5
 FD1483'FEET EAST OF A FENCE, AND 1.3 FEET EAST OF A
 FD1483'METAL WITNESS POST AND SIGN.  IT IS A
 FD1483'STANDARD REFERENCE MARK DISK
 FD1483'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1483'THAT PROJECTS 5
 FD1483'INCHES AND THE DISK IS STAMPED HARDISON AZI 1934.
 FD1483'
 FD1483'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE THE GRAVELED ROAD GOES
 FD1483'WEST OFF VERONA ROAD AT THE
 FD1483'HOUSE IN THE NORTHWEST ANGLE, CONTINUE NORTHERLY
 FD1483'ON VERONA ROAD, CROSSING THE DUCK
 FD1483'RIVER BRIDGE, FOR 0.25 MILE AND THE
 FD1483'MARK ON THE LEFT ALONG RIGHT-OF-WAY.
 FD1483
 FD1483                          STATION RECOVERY (1972)
 FD1483
 FD1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FD1483'THE STATION MARK, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1483'RECOVERED AND
 FD1483'FOUND IN APPARENT GOOD CONDITION.  A COMPLETE AND
 FD1483'THOROUGH SEARCH WAS MADE FOR THE
 FD1483'AZIMUTH MARK, BUT IT COULD NOT BE
 FD1483'FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED BY NEW
 FD1483'ROAD CONSTRUCTION
 FD1483'IN THE AREA.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE
 FD1483'OBSERVED BETWEEN
 FD1483'REFERENCE MARK NO 1 AND REFERENCE MARK NO 2.  THE
 FD1483'ANGLE OBSERVED THIS DATE BETWEEN
 FD1483'THESE MARKS SHOWED A DISCREPANCY OF
 FD1483'-01 MIN 08.0 SEC AS COMPARED WITH THE 1934
 FD1483'OBSERVATIONS.  VERTICAL
 FD1483'ANGLES WERE OBSERVED UPON THE REFERENCE MARKS AND SLOPE
 FD1483'DISTANCES
 FD1483'MEASURED.  WHEN COMPUTED AND REDUCED TO THE HORIZONTAL A DISCREPANCY
 FD1483'OF -0.74 OF A FOOT
 FD1483'WAS NOTED FOR REFERENCE MARK NO 1 AND -0.18 OF A
 FD1483'FOOT FOR REFERENCE MARK NO 2.  IT IS
 FD1483'NOT BELIEVED THAT ANY OF THESE
 FD1483'MARKS HAVE BEEN DISTURBED, DUE TO THEIR LOCATION UNDER
 FD1483'OLD FENCES AND THE
 FD1483'GOOD CONDITION OF THE MARKS.
 FD1483'
 FD1483'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1483'
 FD1483'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF LEWISBURG, ABOUT 3.25
 FD1483'MILES
 FD1483'NORTH-NORTHWEST OF THE SMALL COMMUNITY OF VERONA, ABOUT 2.5
 FD1483'MILES SOUTH-SOUTHEAST OF
 FD1483'THE SMALL COMMUNITY OF CANEY SPRINGS, AND IS
 FD1483'NOW ON THE PROPERTY OF MR OLLIE B ORR WHO
 FD1483'GAVE PERMISSION TO OCCUPY.
 FD1483'
 FD1483'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE MARSHALL COUNTY
 FD1483'COURTHOUSE IN
 FD1483'LEWISBURG, GO NORTHERLY ON U S HIGHWAYS 31A AND 431
 FD1483'(SECOND AVENUE) FOR 0.95 OF A
 FD1483'MILE TO WHERE 431 FORKS LEFT AND RIGHT.
 FD1483'HERE CONTINUE NORTHERLY ON U S HIGHWAY 31A FOR
 FD1483'0.95 OF A MILE TO
 FD1483'VERONA ROAD (SECONDARY HIGHWAY 4277) ON THE LEFT.  HERE BEAR LEFT
 FD1483'ON VERONA ROAD
 FD1483'AND CONTINUE IN A GENERAL NORTHERLY DIRECTION FOR 5.05
 FD1483'MILES TO THE SMALL COMMUNITY
 FD1483'OF VERONA.  HERE CONTINUE NORTHERLY ON
 FD1483'SECONDARY HIGHWAY 4277 FOR 2.65 MILES TO AN
 FD1483'OILED T ROAD RIGHT,
 FD1483'CONTINUE STRAIGHT AHEAD, NORTHERLY, ON SECONDARY HIGHWAY 4277
 FD1483'FOR 0.55 OF A
 FD1483'MILE TO A GRAVELED T ROAD LEFT JUST BEFORE REACHING A
 FD1483'CONCRETE BRIDGE OVER THE
 FD1483'DUCK RIVER AND A HOUSE IN THE NORTHWEST
 FD1483'ANGLE.  HERE TURN LEFT ON THIS GRAVELED
 FD1483'ROAD AND GO WESTERLY FOR 0.3
 FD1483'OF A MILE TO A GRAVELED T ROAD LEFT, CONTINUE STRAIGHT
 FD1483'AHEAD,
 FD1483'NORTHWESTERLY ON THE GRAVELED ROAD FOR 0.2 OF A MILE TO A DRIVEWAY ON
 FD1483'THE LEFT LEADING
 FD1483'INTO A FARM HOMESITE.  HERE TURN LEFT ON THIS
 FD1483'GRAVELED DRIVEWAY AND GO WESTERLY
 FD1483'FOR ABOUT 0.05 OF A MILE TO THE
 FD1483'STATION ON THE LEFT AS DESCRIBED.
 FD1483'
 FD1483'THE STATION IS 106 FEET SOUTH OF A 24-INCH HICKORY TREE, 88 FEET WEST
 FD1483'OF A T FENCE
 FD1483'CORNER POST, 51 FEET EAST-SOUTHEAST OF A 16-INCH ELM
 FD1483'TREE, 29 FEET WEST OF AN
 FD1483'18-INCH ELM TREE, 29 FEET EAST OF A FENCE
 FD1483'CORNER POST AT ENTRANCE INTO OLD HOME SITE,
 FD1483'29 FEET EAST OF THE
 FD1483'APPROXIMATE CENTER OF THE DRIVEWAY AT THIS ENTRANCE, 15 FEET
 FD1483'EAST OF THE
 FD1483'APPROXIMATE CNETER OF AN ALUMINUM GATE IN A EAST-WEST FENCE, AND
 FD1483'0.7 OF A FOOT NORTH OF
 FD1483'A METAL WITNESS POST AND SIGN IN OLD FENCE
 FD1483'LINE.  IT IS A STANDARD DISK SET IN THE
 FD1483'TOP OF A 12-INCH, SQUARE,
 FD1483'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 FD1483'STAMPED
 FD1483'HARDISON 1934.
 FD1483'
 FD1483'REFERENCE MARK NO 1 IS 132 FEET EAST-NORTHEAST OF A 24-INCH HICKORY
 FD1483'TREE, 151 FEET
 FD1483'EAST OF A T FENCE CORNER POST, 112 FEET EAST OF THE
 FD1483'APPROXIMATE CENTER OF AN ALUMINUM
 FD1483'GATE IN AN EAST-WEST FENCE, 91 FEET
 FD1483'NORTH-NORTHWEST AND ACROSS THE GRAVELED DRIVE FROM A
 FD1483'30-INCH HICKORY
 FD1483'TREE, 57 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE,
 FD1483'54 FEET WEST OF AN
 FD1483'8-INCH CEDAR TREE, 1.1 FEET WEST OF A METAL
 FD1483'WITNESS POST AND SIGN, AND 0.5 OF A
 FD1483'FOOT SOUTH OF A WOVEN WIRE FENCE.
 FD1483'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1483'SQUARE, CONCRETE
 FD1483'MONUMENT THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED HARDISON NO 1
 FD1483'1934.
 FD1483'
 FD1483'REFERENCE MARK NO 2 IS 108 FEET SOUTH OF A T FENCE CORNER POST, 81
 FD1483'FEET EAST AND
 FD1483'ACROSS A BARN LOT FROM THE APPROXIMATE CENTER OF AN
 FD1483'ALUMINUM GATE IN A NORTH-SOUTH
 FD1483'FENCE, 62 FEET EAST-NORTHEAST OF THE
 FD1483'NORTHWEST CORNER OF A LARGE BARN, 46 FEET SOUTH
 FD1483'OF A 12-INCH ELM
 FD1483'TREE, 28 FEET NORTH OF THE NORTHEAST CORNER OF THE LARGE BARN, 1.2
 FD1483'FEET NORTH OF A
 FD1483'METAL WITNESS POST AND SIGN, AND 0.3 OF A FOOT EAST
 FD1483'OF A WOODEN FENCE.  IT IS A
 FD1483'STANDARD DISK SET IN THE TOP OF A
 FD1483'12-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD1483'PROJECTS 14 INCHES AND THE
 FD1483'DISK IS STAMPED HARDISON NO 2 1934.
 FD1483'
 FD1483'THE COMPUTED HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 1 AND
 FD1483'REFERENCE MARK NO
 FD1483'2 IS 250.37 FEET - (76.312) METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2400 ***********************************************************************
 GB2400  DESIGNATION -  HARDY
 GB2400  PID         -  GB2400
 GB2400  STATE/COUNTY-  TN/OVERTON
 GB2400  USGS QUAD   -  WINDLE (1981)
 GB2400
 GB2400                         *CURRENT SURVEY CONTROL
 GB2400  ___________________________________________________________________
 GB2400* NAD 83(1995)-  36 19 37.58154(N)    085 27 31.44460(W)     ADJUSTED  
 GB2400* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 GB2400  ___________________________________________________________________
 GB2400  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 GB2400  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB2400
 GB2400  HORZ ORDER  -  SECOND
 GB2400
 GB2400.The horizontal coordinates were established by classical geodetic methods
 GB2400.and adjusted by the National Geodetic Survey in April 1999..
 GB2400
 GB2400.The orthometric height was scaled from a topographic map.
 GB2400
 GB2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2400
 GB2400.The geoid height was determined by GEOID03.
 GB2400
 GB2400;                    North         East     Units Scale Factor Converg.
 GB2400;SPC TN       -   221,344.955   648,599.189   MT  0.99998534   +0 19 00.8
 GB2400;SPC TN       -   726,195.91  2,127,945.84   sFT  0.99998534   +0 19 00.8
 GB2400;UTM  16      - 4,021,332.691   638,339.684   MT  0.99983580   +0 54 47.5
 GB2400
 GB2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2400!SPC TN       -   0.99995388  x   0.99998534  =   0.99993922
 GB2400!UTM  16      -   0.99995388  x   0.99983580  =   0.99978969
 GB2400
 GB2400:                Primary Azimuth Mark                     Grid Az
 GB2400:SPC TN       -  HARDY AZ MK                              133 21 54.0
 GB2400:UTM  16      -  HARDY AZ MK                              132 46 07.3
 GB2400
 GB2400|---------------------------------------------------------------------|
 GB2400| PID    Reference Object                     Distance      Geod. Az  |
 GB2400|                                                           dddmmss.s |
 GB2400| CG5983 HARDY AZ MK                                        1334054.8 |
 GB2400| CG5984 HARDY RM 1                           24.888 METERS 21708     |
 GB2400| CG5985 HARDY RM 2                           25.427 METERS 30917     |
 GB2400|---------------------------------------------------------------------|
 GB2400
 GB2400                          SUPERSEDED SURVEY CONTROL
 GB2400
 GB2400  NAD 83(1995)-  36 19 37.58361(N)    085 27 31.44625(W) AD(       ) 2
 GB2400  NAD 83(1995)-  36 19 37.58806(N)    085 27 31.44777(W) AD(       ) 2
 GB2400  NAD 83(1986)-  36 19 37.59316(N)    085 27 31.44772(W) AD(       ) 2
 GB2400  NAD 27      -  36 19 37.37800(N)    085 27 31.55600(W) AD(       ) 2
 GB2400
 GB2400.Superseded values are not recommended for survey control.
 GB2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2400.See file dsdata.txt to determine how the superseded data were derived.
 GB2400
 GB2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3834021333(NAD 83)
 GB2400_MARKER: DS = TRIANGULATION STATION DISK
 GB2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2400
 GB2400  HISTORY     - Date     Condition        Report By
 GB2400  HISTORY     - 1949     MONUMENTED       CGS
 GB2400
 GB2400                          STATION DESCRIPTION
 GB2400
 GB2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2400'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF LIVINGSTON AND 6 MILES
 GB2400'SOUTH OF HILHAM.  IT IS 71 FEET SOUTHEAST OF THE INTERSECTION OF A
 GB2400'GRAVEL T-ROAD, 63 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 47
 GB2400'FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD AND 5 FEET WEST OF A
 GB2400'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HARDY
 GB2400'1949.
 GB2400'
 GB2400'REFERENCE MARK NO. 1 IS 36 FEET SOUTHWEST OF THE CENTER OF GRAVEL
 GB2400'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HARDY
 GB2400'NO 1 1949.
 GB2400'
 GB2400'REFERENCE MARK NO. 2 IS 27 FEET NORTHEAST OF THE CENTER OF GRAVEL
 GB2400'ROAD AND 20 FEET NORTHWEST OF THE CENTER OF GRAVEL ROAD.  THE
 GB2400'MARK IS FLUSH AND THE DISK IS STAMPED HARDY NO 2 1949.
 GB2400'
 GB2400'AZIMUTH MARK IS 41 FEET WEST OF THE INTERSECTION OF A GRAVEL T-ROAD,
 GB2400'23 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 2 FEET NORTHEAST OF A
 GB2400'POWERLINE POLE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 GB2400'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HARDY 1949.
 GB2400'
 GB2400'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2400'LIVINGSTON, GO SOUTHWEST ON STATE HIGHWAY NO. 42 AND NO. 85 FOR 1
 GB2400'MILE TO THE INTERSECTION OF STATE HIGHWAY NO. 42 AND NO. 85, TURN
 GB2400'RIGHT ON STATE HIGHWAY NO. 85 AND GO WEST FOR 7.15 MILES TO THE
 GB2400'INTERSECTION OF STATE HIGHWAY NO. 136 IN HILHAM, TURN LEFT ON STATE
 GB2400'HIGHWAY NO. 136 AND GO SOUTH FOR 7.65 MILES TO A GRAVEL T-ROAD
 GB2400'RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO NORTHWEST FOR 1 MILE TO A
 GB2400'T-ROAD LEFT AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE,
 GB2400'CONTINUE NORTHWEST ON GRAVEL ROAD FOR 0.3 MILE TO A T-ROAD RIGHT AND
 GB2400'THE STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 GB2400'
 GB2400'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3536 ***********************************************************************
 GA3536  DESIGNATION -  HARMON
 GA3536  PID         -  GA3536
 GA3536  STATE/COUNTY-  TN/CLAIBORNE
 GA3536  USGS QUAD   -  CLOUDS (1952)
 GA3536
 GA3536                         *CURRENT SURVEY CONTROL
 GA3536  ___________________________________________________________________
 GA3536* NAD 83(1995)-  36 25 20.78888(N)    083 39 26.23957(W)     ADJUSTED  
 GA3536* NAVD 88     -       469.8    (meters)    1541.     (feet)  VERTCON   
 GA3536  ___________________________________________________________________
 GA3536  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 GA3536  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA3536
 GA3536  HORZ ORDER  -  SECOND
 GA3536
 GA3536.The horizontal coordinates were established by classical geodetic methods
 GA3536.and adjusted by the National Geodetic Survey in April 1999..
 GA3536
 GA3536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3536
 GA3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3536
 GA3536.The geoid height was determined by GEOID03.
 GA3536
 GA3536;                    North         East     Units Scale Factor Converg.
 GA3536;SPC TN       -   234,303.928   810,075.358   MT  1.00000103   +1 22 17.5
 GA3536;SPC TN       -   768,712.14  2,657,722.24   sFT  1.00000103   +1 22 17.5
 GA3536;UTM  17      - 4,034,086.490   261,763.275   MT  1.00029934   -1 34 42.5
 GA3536
 GA3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3536!SPC TN       -   0.99993109  x   1.00000103  =   0.99993212
 GA3536!UTM  17      -   0.99993109  x   1.00029934  =   1.00023041
 GA3536
 GA3536|---------------------------------------------------------------------|
 GA3536| PID    Reference Object                     Distance      Geod. Az  |
 GA3536|                                                           dddmmss.s |
 GA3536| DB9911 HARMON RM 1                           7.722 METERS 00802     |
 GA3536| GA2502 HARMON AZ MK                        APPROX. 0.8 KM 1354050.3 |
 GA3536| DB9912 HARMON RM 2                           5.147 METERS 25337     |
 GA3536|---------------------------------------------------------------------|
 GA3536
 GA3536                          SUPERSEDED SURVEY CONTROL
 GA3536
 GA3536  NAD 83(1995)-  36 25 20.79209(N)    083 39 26.24159(W) AD(       ) 2
 GA3536  NAD 83(1995)-  36 25 20.79148(N)    083 39 26.23447(W) AD(       ) 2
 GA3536  NAD 83(1995)-  36 25 20.79775(N)    083 39 26.24162(W) AD(       ) 2
 GA3536  NAD 83(1986)-  36 25 20.80004(N)    083 39 26.24084(W) AD(       ) 2
 GA3536  NAD 27      -  36 25 20.50572(N)    083 39 26.56563(W) AD(       ) 2
 GA3536  NGVD 29 (07/19/86)  469.9    (m)         1542.     (f) VERT ANG       
 GA3536
 GA3536.Superseded values are not recommended for survey control.
 GA3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3536.See file dsdata.txt to determine how the superseded data were derived.
 GA3536
 GA3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6176334086(NAD 83)
 GA3536_MARKER: DD = SURVEY DISK
 GA3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3536
 GA3536  HISTORY     - Date     Condition        Report By
 GA3536  HISTORY     - 1963     MONUMENTED       TNHD
 GA3536
 GA3536                          STATION DESCRIPTION
 GA3536
 GA3536'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3536'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF NEW TAZEWELL
 GA3536'AND ON THE PROPERTY OF MR.
 GA3536'ED HARMON.
 GA3536'
 GA3536'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAZEWELL, GO
 GA3536'SOUTHWEST ON STATE
 GA3536'ROUTE 33 FOR 3.4 MILES TO A CHURCH ON THE LEFT AND THE AZIMUTH,
 GA3536'CONTINUE STRAIGHT AHEAD
 GA3536'FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT,
 GA3536'TURN SHARP RIGHT AND GO 0.1 MILE, PASSING
 GA3536'THROUGH TWO GATES AND IN
 GA3536'FRONT OF THE HARMON HOME, TO A BARN, FOLLOW A FARM ROAD WEST
 GA3536'FOR 0.05 MILE TO A
 GA3536'GATE, CONTINUE NORTH AND EAST ON THE FARM ROAD FOR 0.15
 GA3536'MILE TO A GATE, TURN LEFT
 GA3536'AND GO NORTH, UPHILL, FOR 0.2 MILE TO THE
 GA3536'STATION AS DESCRIBED.
 GA3536'
 GA3536'THE STATION IS 17 FEET SOUTHEAST OF AN 8-INCH PINE TREE, 16 FEET
 GA3536'SOUTHWEST OF A 6-INCH PINE
 GA3536'TREE AND 7.6 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  THE
 GA3536'SURFACE AND UNDERGROUND MARKS
 GA3536'ARE STANDARD TENNESSEE HIGHWAY
 GA3536'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA3536'HARMON 1963.  THE
 GA3536'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA3536'SURFACE DISK IS
 GA3536'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3536'
 GA3536'REFERENCE MARK NO. 1 IS 7 FEET SOUTHEAST OF AN 8-INCH TRIANGLE BLAZED
 GA3536'TREE.  IT IS A STANDARD
 GA3536'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GA3536'SQUARE, FLUSH, CONCRETE MONUMENT
 GA3536'AND DISK IS STAMPED HARMON RM-1
 GA3536'1963.
 GA3536'
 GA3536'REFERENCE MARK NO. 2 IS 8 FEET SOUTH OF A 4-INCH PINE TREE.  IT IS A
 GA3536'STANDARD TENNESSEE HIGHWAY
 GA3536'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA3536'CONCRETE MONUMENT AND THE DISK IS
 GA3536'STAMPED HARMON RM-2 1963.
 GA3536'
 GA3536'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GA3536'ROUTE 33, 5 FEET WEST OF
 GA3536'THE CENTER OF A GATE AND 1.9 FEET NORTH OF A WITNESS
 GA3536'POST.  IT IS A STANDARD TENNESSEE
 GA3536'HIGHWAY DEPARTMENT DISK SET IS A
 GA3536'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA3536'DISK IS STAMPED
 GA3536'HARMON AZI 1963.
 GA3536'
 GA3536'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3536'
 GA3536'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2502 ***********************************************************************
 GA2502  DESIGNATION -  HARMON AZ MK
 GA2502  PID         -  GA2502
 GA2502  STATE/COUNTY-  TN/CLAIBORNE
 GA2502  USGS QUAD   -  CLOUDS (1952)
 GA2502
 GA2502                         *CURRENT SURVEY CONTROL
 GA2502  ___________________________________________________________________
 GA2502* NAD 83(1995)-  36 25 01.58422(N)    083 39 03.03683(W)     ADJUSTED  
 GA2502* NAVD 88     -       405.768  (meters)    1331.26   (feet)  ADJUSTED  
 GA2502  ___________________________________________________________________
 GA2502  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 GA2502  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2502  DYNAMIC HT  -         405.401 (meters)    1330.05  (feet)  COMP
 GA2502  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 GA2502
 GA2502  HORZ ORDER  -  SECOND
 GA2502  VERT ORDER  -  SECOND    CLASS 0
 GA2502
 GA2502.The horizontal coordinates were established by classical geodetic methods
 GA2502.and adjusted by the National Geodetic Survey in April 1999..
 GA2502
 GA2502.The orthometric height was determined by differential leveling
 GA2502.and adjusted by the National Geodetic Survey in June 1991..
 GA2502
 GA2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2502
 GA2502.The geoid height was determined by GEOID03.
 GA2502
 GA2502.The dynamic height is computed by dividing the NAVD 88
 GA2502.geopotential number by the normal gravity value computed on the
 GA2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2502.degrees latitude (g = 980.6199 gals.).
 GA2502
 GA2502.The modeled gravity was interpolated from observed gravity values.
 GA2502
 GA2502;                    North         East     Units Scale Factor Converg.
 GA2502;SPC TN       -   233,725.985   810,667.409   MT  1.00000008   +1 22 31.0
 GA2502;SPC TN       -   766,816.00  2,659,664.66   sFT  1.00000008   +1 22 31.0
 GA2502;UTM  17      - 4,033,478.665   262,324.966   MT  1.00029604   -1 34 28.0
 GA2502
 GA2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2502!SPC TN       -   0.99994114  x   1.00000008  =   0.99994122
 GA2502!UTM  17      -   0.99994114  x   1.00029604  =   1.00023716
 GA2502
 GA2502                          SUPERSEDED SURVEY CONTROL
 GA2502
 GA2502  NAD 83(1995)-  36 25 01.58742(N)    083 39 03.03888(W) AD(       ) 2
 GA2502  NAD 83(1995)-  36 25 01.58677(N)    083 39 03.03182(W) AD(       ) 2
 GA2502  NAD 83(1995)-  36 25 01.59302(N)    083 39 03.03882(W) AD(       ) 2
 GA2502  NAD 83(1986)-  36 25 01.59528(N)    083 39 03.03804(W) AD(       ) 2
 GA2502  NAD 27      -  36 25 01.30034(N)    083 39 03.36435(W) AD(       ) 2
 GA2502  NGVD 29 (??/??/??)  405.93   (m)         1331.8    (f) RESET       3  
 GA2502
 GA2502.Superseded values are not recommended for survey control.
 GA2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2502.See file dsdata.txt to determine how the superseded data were derived.
 GA2502
 GA2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6232533479(NAD 83)
 GA2502_MARKER: DD = SURVEY DISK
 GA2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2502_STAMPING: HARMON AZI 1963
 GA2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2502+STABILITY: SURFACE MOTION
 GA2502
 GA2502  HISTORY     - Date     Condition        Report By
 GA2502  HISTORY     - 1963     MONUMENTED       TNHD
 GA2502  HISTORY     - 1964     GOOD             TNHD
 GA2502
 GA2502                          STATION DESCRIPTION
 GA2502
 GA2502'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2502'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAZEWELL, GO
 GA2502'SOUTHWEST ON STATE
 GA2502'ROUTE 33 FOR 3.4 MILES.
 GA2502'
 GA2502'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GA2502'ROUTE 33, 5 FEET WEST OF
 GA2502'THE CENTER OF A GATE AND 1.9 FEET NORTH OF A WITNESS
 GA2502'POST.  IT IS A STANDARD TENNESSEE
 GA2502'HIGHWAY DEPARTMENT DISK SET IS A
 GA2502'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2502'DISK IS STAMPED
 GA2502'HARMON AZI 1963.
 GA2502
 GA2502                          STATION RECOVERY (1964)
 GA2502
 GA2502'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2502'4 MI SW FROM NEW TAZEWELL.
 GA2502'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE
 GA2502'ROUTE 33 FOR 3.4 MILES TO A CHURCH AND THE AZIMUTH MARK ON THE
 GA2502'LEFT.  THE AZIMUTH MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER
 GA2502'OF STATE ROUTE 33, 5 FEET WEST OF THE CENTER OF A GATE AND 1.9
 GA2502'FEET NORTH OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GA2502'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2502'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0536 ***********************************************************************
 FD0536  DESIGNATION -  HARPETH
 FD0536  PID         -  FD0536
 FD0536  STATE/COUNTY-  TN/WILLIAMSON
 FD0536  USGS QUAD   -  FRANKLIN (1981)
 FD0536
 FD0536                         *CURRENT SURVEY CONTROL
 FD0536  ___________________________________________________________________
 FD0536* NAD 83(1995)-  35 53 35.46045(N)    086 49 47.31715(W)     ADJUSTED  
 FD0536* NAVD 88     -       207.284  (meters)     680.06   (feet)  ADJUSTED  
 FD0536  ___________________________________________________________________
 FD0536  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FD0536  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0536  DYNAMIC HT  -         207.101 (meters)     679.46  (feet)  COMP
 FD0536  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FD0536
 FD0536  HORZ ORDER  -  SECOND
 FD0536  VERT ORDER  -  SECOND    CLASS 0
 FD0536
 FD0536.The horizontal coordinates were established by classical geodetic methods
 FD0536.and adjusted by the National Geodetic Survey in April 1999..
 FD0536
 FD0536.The orthometric height was determined by differential leveling
 FD0536.and adjusted by the National Geodetic Survey in June 1991..
 FD0536
 FD0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0536
 FD0536.The geoid height was determined by GEOID03.
 FD0536
 FD0536.The dynamic height is computed by dividing the NAVD 88
 FD0536.geopotential number by the normal gravity value computed on the
 FD0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0536.degrees latitude (g = 980.6199 gals.).
 FD0536
 FD0536.The modeled gravity was interpolated from observed gravity values.
 FD0536
 FD0536;                    North         East     Units Scale Factor Converg.
 FD0536;SPC TN       -   173,381.478   525,085.199   MT  0.99994893   -0 29 08.9
 FD0536;SPC TN       -   568,835.73  1,722,717.02   sFT  0.99994893   -0 29 08.9
 FD0536;UTM  16      - 3,972,114.417   515,359.457   MT  0.99960291   +0 05 59.2
 FD0536
 FD0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0536!SPC TN       -   0.99997196  x   0.99994893  =   0.99992089
 FD0536!UTM  16      -   0.99997196  x   0.99960291  =   0.99957488
 FD0536
 FD0536|---------------------------------------------------------------------|
 FD0536| PID    Reference Object                     Distance      Geod. Az  |
 FD0536|                                                           dddmmss.s |
 FD0536| FD0532 HARPETH RM 1                         26.536 METERS 01833     |
 FD0536| FD1492 TS H1                               APPROX. 2.2 KM 2362234.2 |
 FD0536| FD0534 HARPETH RM 2                          8.723 METERS 29854     |
 FD0536|---------------------------------------------------------------------|
 FD0536
 FD0536                          SUPERSEDED SURVEY CONTROL
 FD0536
 FD0536  NAD 83(1995)-  35 53 35.46287(N)    086 49 47.31826(W) AD(       ) 2
 FD0536  NAD 83(1986)-  35 53 35.47133(N)    086 49 47.31957(W) AD(       ) 2
 FD0536  NAD 27      -  35 53 35.23500(N)    086 49 47.31510(W) AD(       ) 2
 FD0536  NGVD 29 (??/??/92)  207.270  (m)          680.02   (f) ADJ UNCH    2 0
 FD0536
 FD0536.Superseded values are not recommended for survey control.
 FD0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0536.See file dsdata.txt to determine how the superseded data were derived.
 FD0536
 FD0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1535972114(NAD 83)
 FD0536_MARKER: DE = TRAVERSE STATION DISK
 FD0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0536_STAMPING: HARPETH 1960
 FD0536_MARK LOGO: CGS   
 FD0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0536+STABILITY: SURFACE MOTION
 FD0536
 FD0536  HISTORY     - Date     Condition        Report By
 FD0536  HISTORY     - 1960     MONUMENTED       CGS
 FD0536  HISTORY     - 1960     GOOD             CGS
 FD0536  HISTORY     - 1961     GOOD             CGS
 FD0536  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0536
 FD0536                          STATION DESCRIPTION
 FD0536
 FD0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0536'THE STATION IS LOCATED ON THE PROPERTY OF MR THOMAS ROBINSON, ABOUT
 FD0536'3.5 MILES SOUTHEAST OF
 FD0536'FRANKLIN AND 500 FEET NORTH OF THE HARPETH RIVER.
 FD0536'
 FD0536'TO REACH FROM THE WILLIAMSON COUNTY COURTHOUSE IN FRANKLIN, GO EAST
 FD0536'ON STATE HIGHWAY NO 96
 FD0536'FOR 2.7 MILES TO CAROTHERS ROAD, TURN RIGHT, SOUTH, AND
 FD0536'GO 1.0 MILE TO A T-JUNCTION,
 FD0536'TURN RIGHT, WEST, AND GO 0.15 MILE TO A
 FD0536'T-JUNCTION, TURN LEFT, SOUTH, AND GO 0.3 MILE
 FD0536'TO THE ROBINSON FARM
 FD0536'BUILDINGS.  PASS THROUGH A BARN LOT EAST OF THE HOUSE TO A METAL
 FD0536'GATE IN AN
 FD0536'EAST-WEST FENCE LINE, PASS THROUGH THIS GATE FOR A DISTANCE OF
 FD0536'ABOUT 15 YARDS TO THE
 FD0536'STATION ON THE LEFT AS DESCRIBED.
 FD0536'
 FD0536'THE STATION IS 45 FEET SOUTH OF A METAL GATE, 18 FEET EAST OF A FARM
 FD0536'DRIVE AND 17.5 FEET WEST OF
 FD0536'THE SOUTHWEST CORNER OF A CHICKEN HOUSE.  IT IS A
 FD0536'STANDARD TRAVERSE DISK SET IN THE
 FD0536'TOP OF A SQUARE CONCRETE POST SET
 FD0536'FLUSH AND IS STAMPED HARPETH 1960.
 FD0536'
 FD0536'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE AND IS
 FD0536'STAMPED HARPETH 1960.
 FD0536'
 FD0536'REFERENCE MARK NO 1 STAMPED HARPETH NO 1 1960 IS SET FLUSH.  IT IS 2
 FD0536'FEET SOUTH OF A FENCE CORNER
 FD0536'AND 1 FOOT EAST OF A HOG LOT FENCE.
 FD0536'
 FD0536'REFERENCE MARK NO 2 STAMPED HARPETH NO 2 1960 IS SET FLUSH.  IT IS 43
 FD0536'FEET SOUTH OF A METAL
 FD0536'GATE, 10 FEET WEST OF A FARM DRIVE, 6 FEET SOUTH OF
 FD0536'A METAL WITNESS POST AND 1 FOOT
 FD0536'EAST OF A FENCE.
 FD0536'
 FD0536'TRAVERSE STATION TS-HL WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0536'THEREOF.
 FD0536'
 FD0536'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FD0536
 FD0536                          STATION RECOVERY (1960)
 FD0536
 FD0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0536'4.3 MI SE FROM FRANKLIN.
 FD0536'FROM THE L. AND N. RAILROAD STATION, GO 0.15 MILE SOUTH ON
 FD0536'THE L. AND N. RAILROAD, THEN 2.55 MILES EAST ON STATE HIGHWAY
 FD0536'96, THEN 1.1 MILES SOUTH ON CAROTHERS ROAD, THEN 0.2 MILE WEST
 FD0536'ON A GRAVEL ROAD, THEN 0.3 MILE SOUTH TO THE ROBINSON FARM
 FD0536'BUILDINGS.  PASS THROUGH A BARN LOT EAST OF THE HOUSE TO A
 FD0536'METAL GATE IN AN EAST-WEST FENCE, PASS THROUGH THIS GATE FOR
 FD0536'A DISTANCE OF ABOUT 15 YARDS.  THE STATION MARK IS 45 FT. SOUTH
 FD0536'OF A METAL GATE, 18 FT. EAST OF A FARM DRIVEWAY AND 17.5 FT. WEST
 FD0536'OF THE SOUTHWEST CORNER OF A CHICKEN HOUSE.  THE DISK IS SET
 FD0536'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FD0536
 FD0536                          STATION RECOVERY (1961)
 FD0536
 FD0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FD0536'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FD0536'CONDITION.
 FD0536'
 FD0536'THE ORIGINAL TO-REACH FOR THE STATION IS COMPLETELY ADEQUATE.
 FD0536'
 FD0536'UPON THE REQUEST OF THE PROPERTY OWNER, REFERENCE MARK NO 1 AND
 FD0536'REFERENCE MARK NO 2
 FD0536'WERE LOWERED IN THEIR EXACT ORIGINAL LOCATION, TO PERMIT
 FD0536'GRADING AND LANDSCAPING OF
 FD0536'THE FARM YARDS.  THE MEASUREMENTS FROM THE
 FD0536'STATION TO THE REFERENCE MARKS WERE CHECKED
 FD0536'BEFORE ANY WORK WAS
 FD0536'ATTEMPTED, AND IT WAS FOUND THAT THE OLD MEASUREMENTS GIVEN IN
 FD0536'THE ORIGINAL
 FD0536'DESCRIPTION, WERE SLOPE MEASUREMENTS INSTEAD OF HORIZONTAL.
 FD0536'AS THE STATION AND BOTH
 FD0536'REFERENCE MARKS WERE USED AS BENCH MARKS IN
 FD0536'THE VERTICAL CONTROL, LEVELS WERE TAKEN
 FD0536'BETWEEN THE STATION AND THE
 FD0536'REFERENCE MARKS, BOTH BEFORE, AND AFTER, THE MARKS WERE
 FD0536'LOWERED.  NO
 FD0536'CHECK COULD BE MADE ON THE HORIZONTAL ANGLES, AS TRAVERSE STATION
 FD0536'TS-HL, WHICH WAS
 FD0536'USED AS THE AZIMUTH MARK, IS NO LONGER VISIBLE FROM
 FD0536'THE GROUND, DUE TO CONSTRUCTION OF
 FD0536'NEW FARM BUILDINGS.
 FD0536'
 FD0536'FOLLOWING IS A NEW DESCRIPTION OF THE STATION MARK, REFERENCE MARK NO
 FD0536'1 AND REFERENCE MARK NO
 FD0536'2.
 FD0536'
 FD0536'THE STATION, STAMPED HARPETH 1960, IS A STANDARD DISK SET IN THE TOP
 FD0536'OF A FLUSH CONCRETE
 FD0536'MONUMENT.   IT IS 88 FEET SOUTH OF THE
 FD0536'SOUTHEAST CORNER OF A
 FD0536'GARAGE, 57 FEET EAST OF THE NORTHEAST CORNER OF
 FD0536'A CHICKEN HOUSE, 46 FEET NORTH OF AN
 FD0536'18-INCH GUM TREE, 17 FEET
 FD0536'SOUTHEAST OF THE CENTER OF A DRIVEWAY, AND 1.8 FEET
 FD0536'NORTH OF A
 FD0536'WITNESS POST.
 FD0536'
 FD0536'REFERENCE MARK NO 1, STAMPED HARPETH NO 1 1960, IS A STANDARD DISK
 FD0536'SET IN THE TOP OF A
 FD0536'CONCRETE MONUMENT, WHICH WILL BE ABOUT FLUSH WITH THE
 FD0536'SURFACE OF THE GROUND AFTER
 FD0536'THE YARD IS GRADED AND LANDSCAPED.
 FD0536'IT IS 61.5 FEET SOUTH OF THE CENTER OF
 FD0536'A DUG WELL AND 47 FEET
 FD0536'EAST OF THE NORTHEAST CORNER OF A GARAGE.
 FD0536'
 FD0536'REFERENCE MARK NO 2, STAMPED HARPETH NO 2 1960, IS A STANDARD DISK
 FD0536'SET IN THE TOP OF A
 FD0536'CONCRETE MONUMENT, WHICH WILL BE ABOUT FLUSH WITH THE
 FD0536'SURFACE OF THE GROUND AFTER
 FD0536'THE YARD IS GRADED AND LANDSCAPED.
 FD0536'IT IS 65.5 FEET SOUTH OF THE SOUTHEAST
 FD0536'CORNER OF A GARAGE,
 FD0536'28.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CHICKEN HOUSE,
 FD0536'AND 13 FEET
 FD0536'SOUTHWEST OF THE CENTER OF A DRIVEWAY.
 FD0536
 FD0536                          STATION RECOVERY (1979)
 FD0536
 FD0536'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2543 ***********************************************************************
 GC2543  DESIGNATION -  HARPETH
 GC2543  PID         -  GC2543
 GC2543  STATE/COUNTY-  TN/CHEATHAM
 GC2543  USGS QUAD   -  WHITE BLUFF (1983)
 GC2543
 GC2543                         *CURRENT SURVEY CONTROL
 GC2543  ___________________________________________________________________
 GC2543* NAD 83(1995)-  36 07 17.11562(N)    087 08 24.73727(W)     ADJUSTED  
 GC2543* NAVD 88     -       215.40   (+/-2cm)     706.7    (feet)  VERTCON   
 GC2543  ___________________________________________________________________
 GC2543  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GC2543  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC2543
 GC2543  HORZ ORDER  -  THIRD
 GC2543  VERT ORDER  -  THIRD ? (See Below)
 GC2543
 GC2543.The horizontal coordinates were established by classical geodetic methods
 GC2543.and adjusted by the National Geodetic Survey in April 1999..
 GC2543
 GC2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2543.The vertical order pertains to the NGVD 29 superseded value.
 GC2543
 GC2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2543
 GC2543.The geoid height was determined by GEOID03.
 GC2543
 GC2543;                    North         East     Units Scale Factor Converg.
 GC2543;SPC TN       -   198,985.659   497,359.086   MT  0.99996094   -0 40 03.1
 GC2543;SPC TN       -   652,838.78  1,631,752.27   sFT  0.99996094   -0 40 03.1
 GC2543;UTM  16      - 3,997,425.054   487,383.070   MT  0.99960196   -0 04 57.5
 GC2543
 GC2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2543!SPC TN       -   0.99997074  x   0.99996094  =   0.99993168
 GC2543!UTM  16      -   0.99997074  x   0.99960196  =   0.99957271
 GC2543
 GC2543:                Primary Azimuth Mark                     Grid Az
 GC2543:SPC TN       -  HARPETH AZ MK                            143 24 28.0
 GC2543:UTM  16      -  HARPETH AZ MK                            142 49 22.4
 GC2543
 GC2543|---------------------------------------------------------------------|
 GC2543| PID    Reference Object                     Distance      Geod. Az  |
 GC2543|                                                           dddmmss.s |
 GC2543| CG5986 HARPETH AZ MK                                      1424424.9 |
 GC2543| GC2544 KINGSTON SPRINGS ST FOREST LOT      APPROX. 5.9 KM 1693220.1 |
 GC2543| CG5987 HARPETH RM 1                         19.182 METERS 17824     |
 GC2543| CG5988 HARPETH RM 2                         24.516 METERS 26124     |
 GC2543|---------------------------------------------------------------------|
 GC2543
 GC2543                          SUPERSEDED SURVEY CONTROL
 GC2543
 GC2543  NAD 83(1995)-  36 07 17.11762(N)    087 08 24.74015(W) AD(       ) 3
 GC2543  NAD 83(1995)-  36 07 17.11844(N)    087 08 24.74036(W) AD(       ) 3
 GC2543  NAD 83(1986)-  36 07 17.12605(N)    087 08 24.74050(W) AD(       ) 3
 GC2543  NAD 27      -  36 07 16.91300(N)    087 08 24.71800(W) AD(       ) 3
 GC2543  NGVD 29 (07/19/86)  215.43   (m)          706.8    (f) LEVELING    3  
 GC2543
 GC2543.Superseded values are not recommended for survey control.
 GC2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2543.See file dsdata.txt to determine how the superseded data were derived.
 GC2543
 GC2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8738397425(NAD 83)
 GC2543_MARKER: DS = TRIANGULATION STATION DISK
 GC2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2543
 GC2543  HISTORY     - Date     Condition        Report By
 GC2543  HISTORY     - 1953     MONUMENTED       CGS
 GC2543
 GC2543                          STATION DESCRIPTION
 GC2543
 GC2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2543'STATION IS LOCATED ON THE PROPERTY OF MRS. CARRIE STREET ALONG THE
 GC2543'NORTH SIDE OF U.S. HIGHWAY 70 ABOUT 5 MILES EAST OF WHITE
 GC2543'BLUFF. IT IS 131 FEET NORTH OF THE CENTER OF THE HIGHWAY, 69 FEET
 GC2543'SOUTH OF THE SOUTHWEST CORNER OF MRS. STREETS HOUSE AND 33
 GC2543'FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY. THE MARK IS FLUSH AND
 GC2543'THE DISK IS STAMPED HARPETH 1953.
 GC2543'
 GC2543'REFERENCE MARK NO. 1 IS 68 FEET NORTH OF THE CENTER OF THE HIGHWAY
 GC2543'AND 10 FEET WEST OF THE CENTER OF THE DRIVEWAY.  THE MARK IS
 GC2543'FLUSH AND THE DISK IS STAMPED HARPETH NO 1 1953.
 GC2543'
 GC2543'REFERENCE MARK NO. 2 IS 46 FEET WEST OF A 6 INCH TWIN MAPLE TREE. THE
 GC2543'MARK IS FLUSH AND THE DISK IS STAMPED HARPETH NO 2 1953.
 GC2543'
 GC2543'AZIMUTH MARK IS 32 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 70
 GC2543'AND 3 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 GC2543'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HARPETH 1953.
 GC2543'
 GC2543'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2543'HIGHWAY 47 IN WHITE BLUFF, GO EAST ON HIGHWAY 70 FOR 5.0 MILES
 GC2543'TO A DRIVEWAY AND HOUSE ON THE LEFT AND THE STATION ON THE LEFT AS
 GC2543'DESCRIBED, CONTINUE ON THE HIGHWAY FOR 0.15 MILE TO THE
 GC2543'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2543'
 GC2543'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0532 ***********************************************************************
 FD0532  DESIGNATION -  HARPETH RM 1
 FD0532  PID         -  FD0532
 FD0532  STATE/COUNTY-  TN/WILLIAMSON
 FD0532  USGS QUAD   -  FRANKLIN (1981)
 FD0532
 FD0532                         *CURRENT SURVEY CONTROL
 FD0532  ___________________________________________________________________
 FD0532* NAD 83(1986)-  35 53 35.     (N)    086 49 47.     (W)     SCALED    
 FD0532* NAVD 88     -       209.019  (meters)     685.76   (feet)  ADJUSTED  
 FD0532  ___________________________________________________________________
 FD0532  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0532  DYNAMIC HT  -         208.835 (meters)     685.15  (feet)  COMP
 FD0532  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FD0532
 FD0532  VERT ORDER  -  SECOND    CLASS 0
 FD0532
 FD0532.The horizontal coordinates were scaled from a topographic map and have
 FD0532.an estimated accuracy of +/- 6 seconds.
 FD0532
 FD0532.The orthometric height was determined by differential leveling
 FD0532.and adjusted by the National Geodetic Survey in June 1991..
 FD0532
 FD0532.The geoid height was determined by GEOID03.
 FD0532
 FD0532.The dynamic height is computed by dividing the NAVD 88
 FD0532.geopotential number by the normal gravity value computed on the
 FD0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0532.degrees latitude (g = 980.6199 gals.).
 FD0532
 FD0532.The modeled gravity was interpolated from observed gravity values.
 FD0532
 FD0532;                    North         East    Units  Estimated Accuracy
 FD0532;SPC TN       -   173,370.      525,090.      MT  (+/- 180 meters Scaled)
 FD0532
 FD0532                          SUPERSEDED SURVEY CONTROL
 FD0532
 FD0532  NGVD 29 (??/??/92)  209.006  (m)          685.71   (f) ADJ UNCH    2 0
 FD0532
 FD0532.Superseded values are not recommended for survey control.
 FD0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0532.See file dsdata.txt to determine how the superseded data were derived.
 FD0532
 FD0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE153721(NAD 83)
 FD0532_MARKER: DR = REFERENCE MARK DISK
 FD0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0532_STAMPING: HARPETH NO 1 1960
 FD0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0532+STABILITY: SURFACE MOTION
 FD0532
 FD0532  HISTORY     - Date     Condition        Report By
 FD0532  HISTORY     - 1960     MONUMENTED       CGS
 FD0532
 FD0532                          STATION DESCRIPTION
 FD0532
 FD0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0532'4.3 MI SE FROM FRANKLIN.
 FD0532'THIS MARK IS LOCATED AT THE HARPETH 1960 STATION SITE, 87 FT.
 FD0532'NORTH OF THE STATION MARK, 2 FT. SOUTH OF A FENCE CORNER AND
 FD0532'1 FT. EAST OF A HOG LOT FENCE.  THE DISK IS SET IN TOP OF A
 FD0532'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0534 ***********************************************************************
 FD0534  DESIGNATION -  HARPETH RM 2
 FD0534  PID         -  FD0534
 FD0534  STATE/COUNTY-  TN/WILLIAMSON
 FD0534  USGS QUAD   -  FRANKLIN (1981)
 FD0534
 FD0534                         *CURRENT SURVEY CONTROL
 FD0534  ___________________________________________________________________
 FD0534* NAD 83(1986)-  35 53 35.     (N)    086 49 47.     (W)     SCALED    
 FD0534* NAVD 88     -       207.381  (meters)     680.38   (feet)  ADJUSTED  
 FD0534  ___________________________________________________________________
 FD0534  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0534  DYNAMIC HT  -         207.198 (meters)     679.78  (feet)  COMP
 FD0534  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 FD0534
 FD0534  VERT ORDER  -  SECOND    CLASS 0
 FD0534
 FD0534.The horizontal coordinates were scaled from a topographic map and have
 FD0534.an estimated accuracy of +/- 6 seconds.
 FD0534
 FD0534.The orthometric height was determined by differential leveling
 FD0534.and adjusted by the National Geodetic Survey in June 1991..
 FD0534
 FD0534.The geoid height was determined by GEOID03.
 FD0534
 FD0534.The dynamic height is computed by dividing the NAVD 88
 FD0534.geopotential number by the normal gravity value computed on the
 FD0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0534.degrees latitude (g = 980.6199 gals.).
 FD0534
 FD0534.The modeled gravity was interpolated from observed gravity values.
 FD0534
 FD0534;                    North         East    Units  Estimated Accuracy
 FD0534;SPC TN       -   173,370.      525,090.      MT  (+/- 180 meters Scaled)
 FD0534
 FD0534                          SUPERSEDED SURVEY CONTROL
 FD0534
 FD0534  NGVD 29 (??/??/92)  207.367  (m)          680.34   (f) ADJ UNCH    2 0
 FD0534
 FD0534.Superseded values are not recommended for survey control.
 FD0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0534.See file dsdata.txt to determine how the superseded data were derived.
 FD0534
 FD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE153721(NAD 83)
 FD0534_MARKER: DR = REFERENCE MARK DISK
 FD0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0534_STAMPING: HARPETH NO 2 1960
 FD0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0534+STABILITY: SURFACE MOTION
 FD0534
 FD0534  HISTORY     - Date     Condition        Report By
 FD0534  HISTORY     - 1960     MONUMENTED       CGS
 FD0534
 FD0534                          STATION DESCRIPTION
 FD0534
 FD0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0534'4.3 MI SE FROM FRANKLIN.
 FD0534'THIS MARK IS LOCATED AT THE HARPETH 1960 STATION SITE, 28.6 FT.
 FD0534'NORTHWEST OF THE STATION MARK, 43 FT. SOUTH OF A METAL GATE,
 FD0534'10 FT. WEST OF A FARM DRIVE, 6 FT. SOUTH OF A METAL WITNESS SIGN
 FD0534'AND 1 FT. EAST OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0534'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1858 ***********************************************************************
 FC1858  DESIGNATION -  HARRISON
 FC1858  PID         -  FC1858
 FC1858  STATE/COUNTY-  TN/HAMILTON
 FC1858  USGS QUAD   -  DAISY (1976)
 FC1858
 FC1858                         *CURRENT SURVEY CONTROL
 FC1858  ___________________________________________________________________
 FC1858* NAD 83(1995)-  35 09 32.20054(N)    085 11 14.44554(W)     ADJUSTED  
 FC1858* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 FC1858  ___________________________________________________________________
 FC1858  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 FC1858  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC1858
 FC1858  HORZ ORDER  -  SECOND
 FC1858
 FC1858.The horizontal coordinates were established by classical geodetic methods
 FC1858.and adjusted by the National Geodetic Survey in April 1999..
 FC1858
 FC1858.The orthometric height was scaled from a topographic map.
 FC1858
 FC1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1858
 FC1858.The geoid height was determined by GEOID03.
 FC1858
 FC1858;                    North         East     Units Scale Factor Converg.
 FC1858;SPC TN       -    91,909.788   674,042.390   MT  1.00001732   +0 28 32.7
 FC1858;SPC TN       -   301,540.70  2,211,420.74   sFT  1.00001732   +0 28 32.7
 FC1858;UTM  16      - 3,892,173.802   665,096.546   MT  0.99993593   +1 02 38.6
 FC1858
 FC1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1858!SPC TN       -   0.99994913  x   1.00001732  =   0.99996645
 FC1858!UTM  16      -   0.99994913  x   0.99993593  =   0.99988507
 FC1858
 FC1858|---------------------------------------------------------------------|
 FC1858| PID    Reference Object                     Distance      Geod. Az  |
 FC1858|                                                           dddmmss.s |
 FC1858| CG5993 HARRISON RM 1                        29.730 METERS 02654     |
 FC1858| CG5995 HARRISON RM 3                         7.742 METERS 04659     |
 FC1858| FC1112 GOAT                                APPROX.10.3 KM 2085411.6 |
 FC1858| CG5992 HARRISON AZ MK                                     2104035.3 |
 FC1858| CG5994 HARRISON RM 2                        29.118 METERS 23012     |
 FC1858|---------------------------------------------------------------------|
 FC1858
 FC1858                          SUPERSEDED SURVEY CONTROL
 FC1858
 FC1858  NAD 83(1995)-  35 09 32.20123(N)    085 11 14.44674(W) AD(       ) 2
 FC1858  NAD 83(1995)-  35 09 32.20128(N)    085 11 14.44863(W) AD(       ) 2
 FC1858  NAD 83(1995)-  35 09 32.20165(N)    085 11 14.44704(W) AD(       ) 2
 FC1858  NAD 83(1986)-  35 09 32.20236(N)    085 11 14.44618(W) AD(       ) 2
 FC1858  NAD 27      -  35 09 31.94300(N)    085 11 14.60500(W) AD(       ) 2
 FC1858
 FC1858.Superseded values are not recommended for survey control.
 FC1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1858.See file dsdata.txt to determine how the superseded data were derived.
 FC1858
 FC1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6509792174(NAD 83)
 FC1858_MARKER: DS = TRIANGULATION STATION DISK
 FC1858_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FC1858
 FC1858  HISTORY     - Date     Condition        Report By
 FC1858  HISTORY     - 1934     MONUMENTED       CGS
 FC1858  HISTORY     - 1949     GOOD             TVA
 FC1858  HISTORY     - 1958     GOOD             CGS
 FC1858  HISTORY     - 1972     GOOD             NGS
 FC1858  HISTORY     - 1975     GOOD             NGS
 FC1858  HISTORY     - 19980718 MARK NOT FOUND   USPSQD
 FC1858
 FC1858                          STATION DESCRIPTION
 FC1858
 FC1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1858'ABOUT 10-1/2 MILES NORTHEAST OF CHATTANOOGA, 6-1/4 MILES SOUTH OF
 FC1858'DAISY, 3 MILES EAST-NORTHEAST OF HIXON, ON HIGHEST SUMMIT ALONG
 FC1858'WHAT IS LOCALLY KNOWN AS RIVER RIDGE, AND ON PROPERTY OF J.B.
 FC1858'DAVIDSON. TO REACH FROM RAILROAD STATION AT HIXON, GO NORTH 1.2 MILES
 FC1858'ON HIXON PIKE, KEEP STRAIGHT AHEAD AT FORKS, CONTINUE 1.25 MILES,
 FC1858'TURN RIGHT ONTO GRAVEL ROAD AT ARROW BIG RIDGE ROAD, FOLLOW THIS
 FC1858'ROAD UP MOUNTAIN 0.6 MILE, TURN LEFT AT TOP OF GRADE AND CEMETERY ON
 FC1858'RIGHT, PROCEED ALONG TOP OF RIDGE 0.65 MILE, FOLLOW DIM ROAD
 FC1858'STRAIGHT AHEAD AT TRIANGLE-BLAZED OAK TREE, AND CONTINUE 0.4 MILE TO
 FC1858'HIGHEST POINT AND STATION SITE IN CENTER OF CLEARED AREA AND 25.2
 FC1858'FEET EAST-SOUTHEAST OF 15-INCH TRIANGLE-BLAZED RED OAK TREE. SURFACE
 FC1858'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1858'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FC1858'IN CONCRETE. NO. 1 IS 10 FEET EAST OF RAIL FENCE AND WOODS
 FC1858'LINE, ALONG RIDGE, AND 97.45 FEET FROM STATION, N 26 DEG 54 MIN E.
 FC1858'NO. 2 IS 4 FEET EAST OF RAIL FENCE AND WOODS LINE, ALONG
 FC1858'RIDGE, AND 94.65 FEET FROM STATION S 50 DEG 12 MIN W. AZIMUTH
 FC1858'MARK IS 25 FEET EAST OF WOODS LINE, 15 FEET EAST OF CENTER LINE OF
 FC1858'ROAD, IN CLEARED AREA, AND ABOUT 0.55 MILE FROM STATION
 FC1858'S 30 DEG 12 MIN W.
 FC1858
 FC1858                          STATION RECOVERY (1949)
 FC1858
 FC1858'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WFF)
 FC1858'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. STATION
 FC1858'DISK IS STAMPED HARRISON 1934.
 FC1858'
 FC1858'A POST AND MARKER WERE SET ON THE MONUMENT.
 FC1858'
 FC1858'MONUMENT IS ABOUT 1.0 FOOT BELOW GROUND SURFACE.
 FC1858'
 FC1858'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. A POST AND MARKER WERE
 FC1858'SET AT THE MONUMENT.
 FC1858
 FC1858                          STATION RECOVERY (1958)
 FC1858
 FC1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 FC1858'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 FC1858'GOOD CONDITION AS DESCRIBED. THE DISK HAS BEEN KNOCKED OUT AT
 FC1858'REFERENCE MARK 1 AND COULD NOT BE FOUND.
 FC1858'
 FC1858'A LARGE STEEL WATER TANK BELONGING TO THE CITY OF HIXSON IS LOCATED
 FC1858'THIRTY SIX FEET SOUTHEAST OF THE STATION.
 FC1858
 FC1858                          STATION RECOVERY (1972)
 FC1858
 FC1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GJ)
 FC1858'GOOD - (REF. MARKS NOT FOUND)
 FC1858'
 FC1858'HARRISON 1934
 FC1858'
 FC1858'MONUMENT WITH BRONZE TRIANGULATION DISK FOUND COVERED WITH 1/2
 FC1858'FOOT OF DIRT ON TOP OF HILL + OR - 35 FT N 50 W FROM 2 LARGE WATER
 FC1858'TANKS 4 FT SE OF EDGE OF BLACKTOP RD.
 FC1858'
 FC1858'33.0 FT N 30 W TO 18 IN TWIN WHITE OAK
 FC1858'
 FC1858'93.4 FT S 45 W TO POWER POLE C9-361-17
 FC1858'
 FC1858'104.0 FT N 45 E TO POWER POLE C9360-16
 FC1858'
 FC1858'6.0 FT N 50 W FROM POST AND SIGN
 FC1858'
 FC1858'7 FT EAST OF CYCLONE FENCE
 FC1858
 FC1858                          STATION RECOVERY (1975)
 FC1858
 FC1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1858'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 FC1858'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED
 FC1858'DESTROYED BY GRADING.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 FC1858'OBSTRUCTED BY TREES.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND
 FC1858'TO BE IN ERROR BY .88 OF A FOOT.  REFERENCE MARK 3 WAS SET.  A
 FC1858'NEW DESCRIPTION FOLLOWS--
 FC1858'
 FC1858'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF CHATTANOOGA,
 FC1858'ON THE HIGHEST POINT OF FAIRVIEW ROAD NEAR 2 WATER TANKS OWNED
 FC1858'BY THE TOWN OF HIXON, 33 FEET NORTHEAST OF THE NORTH GATE POST OF
 FC1858'WOVEN WIRE FENCE AROUND WATER TANKS, 12 FEET SOUTHEAST OF THE
 FC1858'CENTERLINE OF FAIRVIEW ROAD, 6 FEET NORTHWEST OF A METAL WITNESS
 FC1858'POST AND 7 FEET NORTHWEST OF THE FENCE.  THE MONUMENT IS 6
 FC1858'INCHES UNDERGROUND AND THE DISK IS STAMPED HARRISON 1934.
 FC1858'
 FC1858'REFERENCE MARK 2 IS 15 FEET NORTHWEST OF THE CENTERLINE OF THE
 FC1858'ROAD, 32 FEET NORTHWEST OF A FENCE CORNER AND 1 FOOT SOUTHEAST OF
 FC1858'A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 FC1858'DISK IS STAMPED HARRISON NO 2 1934.
 FC1858'
 FC1858'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 FC1858'MAGNETS, STAMPED HARRISON 1934 NO 3 1975, PROJECTING 2 INCHES,
 FC1858'1 FOOT NORTHWEST OF THE FENCE, 6 INCHES SOUTHWEST OF A METAL
 FC1858'WITNESS POST AND 17 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 FC1858'
 FC1858'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 FC1858'HARRISON AZI 1934, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FC1858'PROJECTING 4 INCHES, 17 FEET SOUTHEAST OF THE CENTERLINE OF
 FC1858'FAIRVIEW ROAD, 3 FEET SOUTHEAST OF A TRIPLE TRUNK WALNUT TREE, 1
 FC1858'FOOT NORTH OF A METAL WITNESS POST, 47 FEET NORTHEAST OF THE
 FC1858'CENTERLINE OF A DRIVEWAY AND 0.55 MILE SOUTHWEST OF THE STATION
 FC1858'ALONG FAIRVIEW DRIVE.
 FC1858'
 FC1858'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC1858'
 FC1858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1858'ABOUT 6 MILES SOUTH OF DAISY.
 FC1858
 FC1858                          STATION RECOVERY (1998)
 FC1858
 FC1858'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1410 ***********************************************************************
 FB1410  DESIGNATION -  HART RM 2
 FB1410  PID         -  FB1410
 FB1410  STATE/COUNTY-  TN/COCKE
 FB1410  USGS QUAD   -  HARTFORD (1968)
 FB1410
 FB1410                         *CURRENT SURVEY CONTROL
 FB1410  ___________________________________________________________________
 FB1410* NAD 83(1986)-  35 48 45.     (N)    083 08 40.     (W)     SCALED    
 FB1410* NAVD 88     -       384.544  (meters)    1261.62   (feet)  ADJUSTED  
 FB1410  ___________________________________________________________________
 FB1410  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FB1410  DYNAMIC HT  -         384.168 (meters)    1260.39  (feet)  COMP
 FB1410  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 FB1410
 FB1410  VERT ORDER  -  SECOND    CLASS 0
 FB1410
 FB1410.The horizontal coordinates were scaled from a topographic map and have
 FB1410.an estimated accuracy of +/- 6 seconds.
 FB1410
 FB1410.The orthometric height was determined by differential leveling
 FB1410.and adjusted by the National Geodetic Survey in June 1991..
 FB1410
 FB1410.The geoid height was determined by GEOID03.
 FB1410
 FB1410.The dynamic height is computed by dividing the NAVD 88
 FB1410.geopotential number by the normal gravity value computed on the
 FB1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1410.degrees latitude (g = 980.6199 gals.).
 FB1410
 FB1410.The modeled gravity was interpolated from observed gravity values.
 FB1410
 FB1410;                    North         East    Units  Estimated Accuracy
 FB1410;SPC TN       -   167,880.      858,030.      MT  (+/- 180 meters Scaled)
 FB1410
 FB1410                          SUPERSEDED SURVEY CONTROL
 FB1410
 FB1410  NGVD 29 (??/??/92)  384.692  (m)         1262.11   (f) ADJ UNCH    2 0
 FB1410
 FB1410.Superseded values are not recommended for survey control.
 FB1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1410.See file dsdata.txt to determine how the superseded data were derived.
 FB1410
 FB1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV062652(NAD 83)
 FB1410_MARKER: DR = REFERENCE MARK DISK
 FB1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1410_STAMPING: HART NO 2 1961
 FB1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1410+STABILITY: SURFACE MOTION
 FB1410
 FB1410  HISTORY     - Date     Condition        Report By
 FB1410  HISTORY     - 1961     MONUMENTED       CGS
 FB1410  HISTORY     - 1977     GOOD             USGS
 FB1410
 FB1410                          STATION DESCRIPTION
 FB1410
 FB1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB1410'AT HARTFORD.
 FB1410'FROM THE POST OFFICE IN HARTFORD, GO 0.4 MILE WEST AND SOUTH ON
 FB1410'THE PIGEON RIVER ROAD TO A BRIDGE OVER PIGEON RIVER.  THE REFERENCE
 FB1410'MARK IS 28.5 FT. SOUTH OF THE STATION MARK, 16 FT. EAST OF THE
 FB1410'PIGEON RIVER ROAD AND 1 FT. NORTH OF A POWER LINE POLE.  THE
 FB1410'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 FB1410'ABOUT LEVEL WITH THE ROAD.
 FB1410
 FB1410                          STATION RECOVERY (1977)
 FB1410
 FB1410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FB1410'THE MARK IS 410 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FB1410'HARTFORD ELEMENTARY SCHOOL, AT THE SOUTH EDGE OF HARTFORD, 79 FEET
 FB1410'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE OVER THE PIGEON
 FB1410'RIVER, 18 FEET WEST OF THE CENTERLINE OF PAVED ROAD, 36 FEET WEST OF
 FB1410'A POWER POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0648 ***********************************************************************
 FE0648  DESIGNATION -  HARTMAS
 FE0648  PID         -  FE0648
 FE0648  STATE/COUNTY-  TN/MADISON
 FE0648  USGS QUAD   -  CLAYBROOK (1980)
 FE0648
 FE0648                         *CURRENT SURVEY CONTROL
 FE0648  ___________________________________________________________________
 FE0648* NAD 83(1995)-  35 42 57.99014(N)    088 38 30.83588(W)     ADJUSTED  
 FE0648* NAVD 88     -       176.929  (meters)     580.47   (feet)  ADJUSTED  
 FE0648  ___________________________________________________________________
 FE0648  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FE0648  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0648  DYNAMIC HT  -         176.771 (meters)     579.96  (feet)  COMP
 FE0648  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FE0648
 FE0648  HORZ ORDER  -  SECOND
 FE0648  VERT ORDER  -  SECOND    CLASS 0
 FE0648
 FE0648.The horizontal coordinates were established by classical geodetic methods
 FE0648.and adjusted by the National Geodetic Survey in April 1999..
 FE0648
 FE0648.The orthometric height was determined by differential leveling
 FE0648.and adjusted by the National Geodetic Survey in June 1991..
 FE0648
 FE0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0648
 FE0648.The geoid height was determined by GEOID03.
 FE0648
 FE0648.The dynamic height is computed by dividing the NAVD 88
 FE0648.geopotential number by the normal gravity value computed on the
 FE0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0648.degrees latitude (g = 980.6199 gals.).
 FE0648
 FE0648.The modeled gravity was interpolated from observed gravity values.
 FE0648
 FE0648;                    North         East     Units Scale Factor Converg.
 FE0648;SPC TN       -   156,643.670   360,986.709   MT  0.99995051   -1 32 48.0
 FE0648;SPC TN       -   513,921.77  1,184,337.23   sFT  0.99995051   -1 32 48.0
 FE0648;UTM  16      - 3,953,703.911   351,484.477   MT  0.99987180   -0 57 31.2
 FE0648
 FE0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0648!SPC TN       -   0.99997666  x   0.99995051  =   0.99992717
 FE0648!UTM  16      -   0.99997666  x   0.99987180  =   0.99984846
 FE0648
 FE0648|---------------------------------------------------------------------|
 FE0648| PID    Reference Object                     Distance      Geod. Az  |
 FE0648|                                                           dddmmss.s |
 FE0648| FE0647 HARTMAS RM 1                         20.298 METERS 06516     |
 FE0648| CG3444 HARTMAS AZ MK                                      1025244.6 |
 FE0648| FE0649 HARTMAS RM 2                         18.328 METERS 16720     |
 FE0648| FE0650 HARTMAS RM 3                         20.470 METERS 25713     |
 FE0648|---------------------------------------------------------------------|
 FE0648
 FE0648                          SUPERSEDED SURVEY CONTROL
 FE0648
 FE0648  NAD 83(1995)-  35 42 57.99428(N)    088 38 30.84197(W) AD(       ) 2
 FE0648  NAD 83(1986)-  35 42 58.00145(N)    088 38 30.83698(W) AD(       ) 2
 FE0648  NAD 27      -  35 42 57.75600(N)    088 38 30.64050(W) AD(       ) 2
 FE0648  NGVD 29 (??/??/??)  176.959  (m)          580.57   (f) ADJUSTED    2 0
 FE0648
 FE0648.Superseded values are not recommended for survey control.
 FE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0648.See file dsdata.txt to determine how the superseded data were derived.
 FE0648
 FE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5148453704(NAD 83)
 FE0648_MARKER: DS = TRIANGULATION STATION DISK
 FE0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0648_STAMPING: HARTMAS 1959
 FE0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0648+STABILITY: SURFACE MOTION
 FE0648
 FE0648  HISTORY     - Date     Condition        Report By
 FE0648  HISTORY     - 1959     MONUMENTED       CGS
 FE0648  HISTORY     - 1959     GOOD             CGS
 FE0648  HISTORY     - 1961     GOOD             TNHD
 FE0648  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0648
 FE0648                          STATION DESCRIPTION
 FE0648
 FE0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0648'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF SPRING CREEK, ABOUT
 FE0648'0.5 MILE WEST OF THE INTERSECTION OF HARTMAS LANE AND LAWS
 FE0648'ROAD, ABOUT 200 YARDS SOUTH OF THE WOOLFOLKS FARM HOUSE AND IN THE
 FE0648'NORTHWEST CORNER OF A PLOWED FIELD. THE MARK IS 36 FEET SOUTH OF AN
 FE0648'EAST-WEST FENCE LINE, 40 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 3
 FE0648'FEET NORTHEAST OF A WITNESS SIGN. THE MARK IS A STANDARD TRAVERSE
 FE0648'DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF
 FE0648'THE GROUND AND IS STAMPED HARTMAS 1959.
 FE0648'
 FE0648'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0648'BELOW THE SURFACE OF THE GROUND AND IS STAMPED HARTMAS 1959.
 FE0648'
 FE0648'TO REACH THE STATION FROM THE CENTER OF THE SMALL VILLAGE OF SPRING
 FE0648'CREEK, WHICH IS ABOUT 13 MILES NORTHEAST OF JACKSON, GO SOUTHEAST ON
 FE0648'PAVED ROAD FOR 3.8 MILES TO A T-INTERSECTION, TURN RIGHT AND GO SOUTH
 FE0648'ON PAVED ROAD FOR 1.1 MILES TO HARTMAS LANE ON THE RIGHT, TURN
 FE0648'RIGHT AND GO WEST ON HARTMAS LANE FOR 0.25 OF A MILE TO A SIDE ROAD
 FE0648'ON THE LEFT AND A WOODEN GATE, TURN LEFT AND GO SOUTH ALONG THE
 FE0648'WEST EDGE OF FIELD FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH THE GATE
 FE0648'AND GO SOUTHWEST FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH THE
 FE0648'WIRE GATE AND GO WEST ALONG THE NORTH SIDE OF FIELD FOR 0.2
 FE0648'MILE TO THE STATION AS DESCRIBED.
 FE0648'
 FE0648'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF PLOWED FIELD, 10 FEET SOUTH
 FE0648'OF AN EAST-WEST FENCE AND IS ABOUT 4 FEET HIGHER THAN THE STATION.
 FE0648'THE MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS
 FE0648'STAMPED HARTMAS NO 1 1959.
 FE0648'
 FE0648'REFERENCE MARK NO. 2 IS 38 FEET EAST OF A NORTH-SOUTH FENCE, 1 FOOT
 FE0648'NORTH OF A PLOWED FIELD AND IS ABOUT 2 FEET LOWER THAN THE
 FE0648'STATION. THE MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND
 FE0648'IS STAMPED HARTMAS NO 2 1959.
 FE0648'
 FE0648'AZIMUTH MARK IS 35 FEET WEST OF LAW ROAD, 3 FEET NORTH OF A POWERLINE
 FE0648'POLE AND 1 FOOT SOUTH OF A WITNESS POST. THE MARK IS SET FLUSH WITH
 FE0648'THE SURFACE OF THE GROUND AND STAMPED HARTMAS 1959.
 FE0648'
 FE0648'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF LAWS ROAD AND
 FE0648'HARTMAS LANE, CONTINUE SOUTH ON LAWS ROAD FOR 0.2 MILE TO THE
 FE0648'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE0648'
 FE0648'NOTE- A PACK STATION FROM THE WOODEN GATE IN WET WEATHER.
 FE0648'
 FE0648'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 FE0648
 FE0648                          STATION RECOVERY (1959)
 FE0648
 FE0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0648'21.4 MI NE FROM JACKSON.
 FE0648'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0648'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0648'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0648'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ON STATE HIGHWAY 20, THENCE
 FE0648'3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 2.4 MILES
 FE0648'NORTHEAST ALONG HARTMAS LANE, THENCE 0.2 MILE ACROSS PASTURE LAND.
 FE0648'IT IS ABOUT 200 YARDS SOUTH OF THE WOOLFOLKS FARM HOUSE AND IN THE
 FE0648'NORTHWEST CORNER OF A PLOWED FIELD, 36 FEET SOUTH OF AN EAST-WEST
 FE0648'FENCE LINE, 40 FEET EAST OF A NORTH-SOUTH FENCE LINE, 3 FEET
 FE0648'NORTHEAST OF A WITNESS SIGN.  THE MARK IS SET IN THE TOP OF A
 FE0648'CONCRETE POST, WHICH IS FLUSH WITH THE GROUND.
 FE0648
 FE0648                          STATION RECOVERY (1961)
 FE0648
 FE0648'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE0648'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE0648'CONDITION. THE TO-REACH FOR THE STATION, AND DESCRIPTION
 FE0648'OF THE STATION, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK IS
 FE0648'COMPLETELY ADEQUATE.
 FE0648'
 FE0648'DUE TO CONSTRUCTION OF INTERSTATE HIGHWAY 40, REFERENCE MARK NO. 2
 FE0648'WOULD BE DESTROYED.
 FE0648'
 FE0648'A NEW REFERENCE MARK HARTMAS NO 3 1959, WAS ESTABLISHED BY THE
 FE0648'TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE.  SEE
 FE0648'DESCRIPTION OF NEW REFERENCE MARK BELOW.
 FE0648'
 FE0648'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE0648'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARK, THE
 FE0648'OLD REFERENCE MARK HARTMAS NO 2 1959 WAS DESTROYED, AND THE DISK
 FE0648'REMOVED FOR SUBMISSION TO THE COAST AND GEODETIC SURVEY OFFICE.
 FE0648'
 FE0648'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED HARTMAS NO 3 1958,
 FE0648'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT. IT IS
 FE0648'1.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND IS ABOUT THE SAME
 FE0648'ELEVATION AS THE STATION.
 FE0648
 FE0648                          STATION RECOVERY (2002)
 FE0648
 FE0648'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0647 ***********************************************************************
 FE0647  DESIGNATION -  HARTMAS RM 1
 FE0647  PID         -  FE0647
 FE0647  STATE/COUNTY-  TN/MADISON
 FE0647  USGS QUAD   -  CLAYBROOK (1980)
 FE0647
 FE0647                         *CURRENT SURVEY CONTROL
 FE0647  ___________________________________________________________________
 FE0647* NAD 83(1986)-  35 42 58.     (N)    088 38 31.     (W)     SCALED    
 FE0647* NAVD 88     -       177.325  (meters)     581.77   (feet)  ADJUSTED  
 FE0647  ___________________________________________________________________
 FE0647  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0647  DYNAMIC HT  -         177.167 (meters)     581.26  (feet)  COMP
 FE0647  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FE0647
 FE0647  VERT ORDER  -  SECOND    CLASS 0
 FE0647
 FE0647.The horizontal coordinates were scaled from a topographic map and have
 FE0647.an estimated accuracy of +/- 6 seconds.
 FE0647
 FE0647.The orthometric height was determined by differential leveling
 FE0647.and adjusted by the National Geodetic Survey in June 1991..
 FE0647
 FE0647.The geoid height was determined by GEOID03.
 FE0647
 FE0647.The dynamic height is computed by dividing the NAVD 88
 FE0647.geopotential number by the normal gravity value computed on the
 FE0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0647.degrees latitude (g = 980.6199 gals.).
 FE0647
 FE0647.The modeled gravity was interpolated from observed gravity values.
 FE0647
 FE0647;                    North         East    Units  Estimated Accuracy
 FE0647;SPC TN       -   156,640.      360,980.      MT  (+/- 180 meters Scaled)
 FE0647
 FE0647                          SUPERSEDED SURVEY CONTROL
 FE0647
 FE0647  NGVD 29 (??/??/??)  177.355  (m)          581.87   (f) ADJUSTED    2 0
 FE0647
 FE0647.Superseded values are not recommended for survey control.
 FE0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0647.See file dsdata.txt to determine how the superseded data were derived.
 FE0647
 FE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE514537(NAD 83)
 FE0647_MARKER: DR = REFERENCE MARK DISK
 FE0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0647_STAMPING: HARTMAS NO 1 1959
 FE0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0647+STABILITY: SURFACE MOTION
 FE0647
 FE0647  HISTORY     - Date     Condition        Report By
 FE0647  HISTORY     - 1959     MONUMENTED       CGS
 FE0647  HISTORY     - 1959     GOOD             CGS
 FE0647
 FE0647                          STATION DESCRIPTION
 FE0647
 FE0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0647'21.4 MI NE FROM JACKSON.
 FE0647'IT IS LOCATED AT THE HARTMAS 1959 STATION SITE 66.6 FEET NORTHEAST
 FE0647'OF THE STATION MARK.  THE MARK IS 60 FEET NORTH OF PLOWED FIELD,
 FE0647'10 FEET SOUTH OF AN EAST-WEST FENCE LINE AND IS ABOUT 4 FEET
 FE0647'HIGHER THAN THE STATION.  IT ALSO PROJECTS ABOUT 1 INCH FROM THE
 FE0647'SURFACE OF THE GROUND AND IS SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0649 ***********************************************************************
 FE0649  DESIGNATION -  HARTMAS RM 2
 FE0649  PID         -  FE0649
 FE0649  STATE/COUNTY-  TN/MADISON
 FE0649  USGS QUAD   -  CLAYBROOK (1980)
 FE0649
 FE0649                         *CURRENT SURVEY CONTROL
 FE0649  ___________________________________________________________________
 FE0649* NAD 83(1986)-  35 42 58.     (N)    088 38 31.     (W)     SCALED    
 FE0649* NAVD 88     -       176.001  (meters)     577.43   (feet)  ADJUSTED  
 FE0649  ___________________________________________________________________
 FE0649  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0649  DYNAMIC HT  -         175.844 (meters)     576.91  (feet)  COMP
 FE0649  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 FE0649
 FE0649  VERT ORDER  -  SECOND    CLASS 0
 FE0649
 FE0649.The horizontal coordinates were scaled from a topographic map and have
 FE0649.an estimated accuracy of +/- 6 seconds.
 FE0649
 FE0649.The orthometric height was determined by differential leveling
 FE0649.and adjusted by the National Geodetic Survey in June 1991..
 FE0649
 FE0649.The geoid height was determined by GEOID03.
 FE0649
 FE0649.The dynamic height is computed by dividing the NAVD 88
 FE0649.geopotential number by the normal gravity value computed on the
 FE0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0649.degrees latitude (g = 980.6199 gals.).
 FE0649
 FE0649.The modeled gravity was interpolated from observed gravity values.
 FE0649
 FE0649;                    North         East    Units  Estimated Accuracy
 FE0649;SPC TN       -   156,640.      360,980.      MT  (+/- 180 meters Scaled)
 FE0649
 FE0649                          SUPERSEDED SURVEY CONTROL
 FE0649
 FE0649  NGVD 29 (??/??/??)  176.031  (m)          577.53   (f) ADJUSTED    2 0
 FE0649
 FE0649.Superseded values are not recommended for survey control.
 FE0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0649.See file dsdata.txt to determine how the superseded data were derived.
 FE0649
 FE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE514537(NAD 83)
 FE0649_MARKER: DR = REFERENCE MARK DISK
 FE0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0649_STAMPING: HARTMAS NO 2 1959
 FE0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0649+STABILITY: SURFACE MOTION
 FE0649
 FE0649  HISTORY     - Date     Condition        Report By
 FE0649  HISTORY     - 1959     MONUMENTED       CGS
 FE0649  HISTORY     - 1959     GOOD             CGS
 FE0649
 FE0649                          STATION DESCRIPTION
 FE0649
 FE0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0649'21.4 MI NE FROM JACKSON.
 FE0649'IT IS LOCATED AT THE HARTMAS 1959 STATION SITE 60.1 FEET
 FE0649'SOUTH-SOUTHEAST OF THE STATION.  THE MARK IS 38 FEET EAST OF A
 FE0649'NORTH-SOUTH FENCE, 1 FOOT NORTH OF A PLOW FIELD.  THE DISK IS SET
 FE0649'IN THE TOP OF CONCRETE POST, WHICH PROJECTS ABOUT 1 INCH ABOVE THE
 FE0649'SURFACE OF THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0650 ***********************************************************************
 FE0650  DESIGNATION -  HARTMAS RM 3
 FE0650  PID         -  FE0650
 FE0650  STATE/COUNTY-  TN/MADISON
 FE0650  USGS QUAD   -  CLAYBROOK (1980)
 FE0650
 FE0650                         *CURRENT SURVEY CONTROL
 FE0650  ___________________________________________________________________
 FE0650* NAD 83(1986)-  35 42 58.     (N)    088 38 30.     (W)     SCALED    
 FE0650* NAVD 88     -       177.02   (+/-2cm)     580.8    (feet)  VERTCON   
 FE0650  ___________________________________________________________________
 FE0650  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0650
 FE0650  VERT ORDER  -  THIRD (See Below)
 FE0650
 FE0650.The horizontal coordinates were scaled from a topographic map and have
 FE0650.an estimated accuracy of +/- 6 seconds.
 FE0650
 FE0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0650.The vertical order pertains to the NGVD 29 superseded value.
 FE0650
 FE0650.The geoid height was determined by GEOID03.
 FE0650
 FE0650;                    North         East    Units  Estimated Accuracy
 FE0650;SPC TN       -   156,640.      361,010.      MT  (+/- 180 meters Scaled)
 FE0650
 FE0650                          SUPERSEDED SURVEY CONTROL
 FE0650
 FE0650  NGVD 29 (??/??/??)  177.05   (m)          580.9    (f) RESET       3  
 FE0650
 FE0650.Superseded values are not recommended for survey control.
 FE0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0650.See file dsdata.txt to determine how the superseded data were derived.
 FE0650
 FE0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE515537(NAD 83)
 FE0650_MARKER: DR = REFERENCE MARK DISK
 FE0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0650_STAMPING: HARTMAS NO 3 1961
 FE0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0650+STABILITY: SURFACE MOTION
 FE0650
 FE0650  HISTORY     - Date     Condition        Report By
 FE0650  HISTORY     - 1961     MONUMENTED       TNHD
 FE0650
 FE0650                          STATION DESCRIPTION
 FE0650
 FE0650'DESCRIBED BY TN HIGHWAY DEPT 1961
 FE0650'3.6 MI W FROM JACKSON.
 FE0650'FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 20 IN
 FE0650'JACKSON, GO 3.65 MILES NORTH ON STATE HIGHWAY 20, THEN 8.85 MILES
 FE0650'NORTHEAST ON INTERSTATE HIGHWAY 40, THEN 0.55 MILE SOUTHWEST ON
 FE0650'U.S. HIGHWAY 70, THEN 2.6 MILES NORTHEAST ON STATE HIGHWAY 20,
 FE0650'THEN 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THEN 2.4 MILES
 FE0650'NORTHEAST ON HARTMAS LANE, THEN 0.2 MILE ACROSS PASTURE LAND.  THE
 FE0650'MARK IS ABOUT 200 YARDS SOUTH OF THE WOOLFOLKS FARM HOUSE, 67.2
 FE0650'FEET WEST OF THE STATION MARK, AND 1.8 FEET SOUTH OF A RIGHT-OF-WAY
 FE0650'FENCE, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CQ5985 ***********************************************************************
 CQ5985  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ5985  DESIGNATION -  HARTSVILLE 2 CORS ARP
 CQ5985  CORS_ID     -  HTV2
 CQ5985  PID         -  CQ5985
 CQ5985  STATE/COUNTY-  TN/TROUSDALE
 CQ5985  USGS QUAD   -  DIXON SPRINGS (1994)
 CQ5985
 CQ5985                         *CURRENT SURVEY CONTROL
 CQ5985  ___________________________________________________________________
 CQ5985* NAD 83(CORS)-  36 21 27.36602(N)    086 05 23.08487(W)     ADJUSTED  
 CQ5985* NAVD 88     -                                                        
 CQ5985  ___________________________________________________________________
 CQ5985  EPOCH DATE  -        2002.00
 CQ5985  X           -     350,701.240 (meters)                     COMP
 CQ5985  Y           -  -5,130,739.299 (meters)                     COMP
 CQ5985  Z           -   3,760,320.708 (meters)                     COMP
 CQ5985  ELLIP HEIGHT-         168.65  (meters)          (05/??/02) GPS OBS
 CQ5985  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CQ5985
 CQ5985  HORZ ORDER  -  SPECIAL (CORS)
 CQ5985  ELLP ORDER  -  SPECIAL (CORS)
 CQ5985
 CQ5985.ITRF positions are available for this station.
 CQ5985.The coordinates were established by GPS observations
 CQ5985.and adjusted by the National Geodetic Survey in May 2002..
 CQ5985.The coordinates are valid at the epoch date displayed above.
 CQ5985.The epoch date for horizontal control is a decimal equivalence
 CQ5985.of Year/Month/Day.
 CQ5985
 CQ5985
 CQ5985.The PID for the CORS L1 Phase Center is CQ5986.
 CQ5985
 CQ5985.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ5985
 CQ5985.The ellipsoidal height was determined by GPS observations
 CQ5985.and is referenced to NAD 83.
 CQ5985
 CQ5985.The geoid height was determined by GEOID03.
 CQ5985
 CQ5985;                    North         East     Units Scale Factor Converg.
 CQ5985;SPC TN       -   224,598.181   591,944.959   MT  0.99999006   -0 03 09.1
 CQ5985;SPC TN       -   736,869.20  1,942,072.75   sFT  0.99999006   -0 03 09.1
 CQ5985
 CQ5985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ5985!SPC TN       -   0.99997353  x   0.99999006  =   0.99996359
 CQ5985
 CQ5985                          SUPERSEDED SURVEY CONTROL
 CQ5985
 CQ5985.No superseded survey control is available for this station.
 CQ5985
 CQ5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8166823997(NAD 83)
 CQ5985_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 CQ5985
 CQ5985                          STATION DESCRIPTION
 CQ5985
 CQ5985'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 CQ5985'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ5985'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ5985'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ5985'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ5985'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CQ5986 ***********************************************************************
 CQ5986  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ5986  DESIGNATION -  HARTSVILLE 2 CORS L1 PHASE CENTER
 CQ5986  CORS_ID     -  HTV2
 CQ5986  PID         -  CQ5986
 CQ5986  STATE/COUNTY-  TN/TROUSDALE
 CQ5986  USGS QUAD   -  DIXON SPRINGS (1994)
 CQ5986
 CQ5986                         *CURRENT SURVEY CONTROL
 CQ5986  ___________________________________________________________________
 CQ5986* NAD 83(CORS)-  36 21 27.36598(N)    086 05 23.08490(W)     ADJUSTED  
 CQ5986* NAVD 88     -                                                        
 CQ5986  ___________________________________________________________________
 CQ5986  EPOCH DATE  -        2002.00
 CQ5986  X           -     350,701.244 (meters)                     COMP
 CQ5986  Y           -  -5,130,739.372 (meters)                     COMP
 CQ5986  Z           -   3,760,320.760 (meters)                     COMP
 CQ5986  ELLIP HEIGHT-         168.74  (meters)          (05/??/02) GPS OBS
 CQ5986  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CQ5986
 CQ5986  HORZ ORDER  -  SPECIAL (CORS)
 CQ5986  ELLP ORDER  -  SPECIAL (CORS)
 CQ5986
 CQ5986.ITRF positions are available for this station.
 CQ5986.The coordinates were established by GPS observations
 CQ5986.and adjusted by the National Geodetic Survey in May 2002..
 CQ5986.The coordinates are valid at the epoch date displayed above.
 CQ5986.The epoch date for horizontal control is a decimal equivalence
 CQ5986.of Year/Month/Day.
 CQ5986
 CQ5986
 CQ5986.The PID for the CORS ARP is CQ5985.
 CQ5986
 CQ5986.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ5986
 CQ5986.The ellipsoidal height was determined by GPS observations
 CQ5986.and is referenced to NAD 83.
 CQ5986
 CQ5986.The geoid height was determined by GEOID03.
 CQ5986
 CQ5986;                    North         East     Units Scale Factor Converg.
 CQ5986;SPC TN       -   224,598.180   591,944.958   MT  0.99999006   -0 03 09.1
 CQ5986;SPC TN       -   736,869.20  1,942,072.75   sFT  0.99999006   -0 03 09.1
 CQ5986
 CQ5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ5986!SPC TN       -   0.99997352  x   0.99999006  =   0.99996358
 CQ5986
 CQ5986                          SUPERSEDED SURVEY CONTROL
 CQ5986
 CQ5986.No superseded survey control is available for this station.
 CQ5986
 CQ5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8166823997(NAD 83)
 CQ5986_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ5986
 CQ5986                          STATION DESCRIPTION
 CQ5986
 CQ5986'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ5986'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ5986'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ5986'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ5986'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ5986'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI0110 ***********************************************************************
 AI0110  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI0110  DESIGNATION -  HARTSVILLE CORS ARP
 AI0110  CORS_ID     -  HTV1
 AI0110  PID         -  AI0110
 AI0110  STATE/COUNTY-  TN/TROUSDALE
 AI0110  USGS QUAD   -  DIXON SPRINGS (1994)
 AI0110
 AI0110                         *CURRENT SURVEY CONTROL
 AI0110  ___________________________________________________________________
 AI0110* NAD 83(CORS)-  36 21 27.72894(N)    086 05 22.19724(W)     ADJUSTED  
 AI0110* NAVD 88     -                                                        
 AI0110  ___________________________________________________________________
 AI0110  EPOCH DATE  -        2002.00
 AI0110  X           -     350,722.865 (meters)                     COMP
 AI0110  Y           -  -5,130,731.149 (meters)                     COMP
 AI0110  Z           -   3,760,329.699 (meters)                     COMP
 AI0110  ELLIP HEIGHT-         168.62  (meters)          (03/??/02) GPS OBS
 AI0110  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AI0110
 AI0110  HORZ ORDER  -  SPECIAL (CORS)
 AI0110  ELLP ORDER  -  SPECIAL (CORS)
 AI0110
 AI0110.ITRF positions are available for this station.
 AI0110.The coordinates were established by GPS observations
 AI0110.and adjusted by the National Geodetic Survey in March 2002..
 AI0110.The coordinates are valid at the epoch date displayed above.
 AI0110.The epoch date for horizontal control is a decimal equivalence
 AI0110.of Year/Month/Day.
 AI0110
 AI0110
 AI0110.The PID for the CORS L1 Phase Center is AJ7963.
 AI0110
 AI0110.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI0110
 AI0110.The ellipsoidal height was determined by GPS observations
 AI0110.and is referenced to NAD 83.
 AI0110
 AI0110.The geoid height was determined by GEOID03.
 AI0110
 AI0110;                    North         East     Units Scale Factor Converg.
 AI0110;SPC TN       -   224,609.347   591,967.099   MT  0.99999007   -0 03 08.6
 AI0110;SPC TN       -   736,905.83  1,942,145.39   sFT  0.99999007   -0 03 08.6
 AI0110
 AI0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0110!SPC TN       -   0.99997354  x   0.99999007  =   0.99996361
 AI0110
 AI0110                          SUPERSEDED SURVEY CONTROL
 AI0110
 AI0110  NAD 83(CORS)-  36 21 27.72851(N)    086 05 22.19744(W) AD(1997.00) c
 AI0110  ELLIP H (08/??/99)  168.63   (m)                       GP(1997.00) c c
 AI0110  NAD 83(CORS)-  36 21 27.70415(N)    086 05 22.18171(W) AD(1997.00) c
 AI0110  ELLIP H (07/??/99)  169.93   (m)                       GP(1997.00) c c
 AI0110  NAD 83(CORS)-  36 21 27.72900(N)    086 05 22.19720(W) AD(1997.00) c
 AI0110  ELLIP H (06/??/99)  168.61   (m)                       GP(1997.00) c c
 AI0110
 AI0110.Superseded values are not recommended for survey control.
 AI0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0110.See file dsdata.txt to determine how the superseded data were derived.
 AI0110
 AI0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8169024009(NAD 83)
 AI0110_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI0110
 AI0110                          STATION DESCRIPTION
 AI0110
 AI0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI0110'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI0110'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI0110'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI0110'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI0110'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ7963 ***********************************************************************
 AJ7963  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7963  DESIGNATION -  HARTSVILLE CORS L1 PHASE CENTER
 AJ7963  CORS_ID     -  HTV1
 AJ7963  PID         -  AJ7963
 AJ7963  STATE/COUNTY-  TN/TROUSDALE
 AJ7963  USGS QUAD   -  DIXON SPRINGS (1994)
 AJ7963
 AJ7963                         *CURRENT SURVEY CONTROL
 AJ7963  ___________________________________________________________________
 AJ7963* NAD 83(CORS)-  36 21 27.72890(N)    086 05 22.19727(W)     ADJUSTED  
 AJ7963* NAVD 88     -                                                        
 AJ7963  ___________________________________________________________________
 AJ7963  EPOCH DATE  -        2002.00
 AJ7963  X           -     350,722.870 (meters)                     COMP
 AJ7963  Y           -  -5,130,731.222 (meters)                     COMP
 AJ7963  Z           -   3,760,329.751 (meters)                     COMP
 AJ7963  ELLIP HEIGHT-         168.71  (meters)          (03/??/02) GPS OBS
 AJ7963  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AJ7963
 AJ7963  HORZ ORDER  -  SPECIAL (CORS)
 AJ7963  ELLP ORDER  -  SPECIAL (CORS)
 AJ7963
 AJ7963.ITRF positions are available for this station.
 AJ7963.The coordinates were established by GPS observations
 AJ7963.and adjusted by the National Geodetic Survey in March 2002..
 AJ7963.The coordinates are valid at the epoch date displayed above.
 AJ7963.The epoch date for horizontal control is a decimal equivalence
 AJ7963.of Year/Month/Day.
 AJ7963
 AJ7963
 AJ7963.The PID for the CORS ARP is AI0110.
 AJ7963
 AJ7963.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7963
 AJ7963.The ellipsoidal height was determined by GPS observations
 AJ7963.and is referenced to NAD 83.
 AJ7963
 AJ7963.The geoid height was determined by GEOID03.
 AJ7963
 AJ7963;                    North         East     Units Scale Factor Converg.
 AJ7963;SPC TN       -   224,609.346   591,967.098   MT  0.99999007   -0 03 08.6
 AJ7963;SPC TN       -   736,905.83  1,942,145.39   sFT  0.99999007   -0 03 08.6
 AJ7963
 AJ7963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7963!SPC TN       -   0.99997352  x   0.99999007  =   0.99996359
 AJ7963
 AJ7963                          SUPERSEDED SURVEY CONTROL
 AJ7963
 AJ7963  NAD 83(CORS)-  36 21 27.72847(N)    086 05 22.19747(W) AD(1997.00) c
 AJ7963  ELLIP H (08/??/99)  168.72   (m)                       GP(1997.00) c c
 AJ7963  NAD 83(CORS)-  36 21 27.70411(N)    086 05 22.18174(W) AD(1997.00) c
 AJ7963  ELLIP H (07/??/99)  170.02   (m)                       GP(1997.00) c c
 AJ7963  NAD 83(CORS)-  36 21 27.72896(N)    086 05 22.19723(W) AD(1997.00) c
 AJ7963  ELLIP H (06/??/99)  168.70   (m)                       GP(1997.00) c c
 AJ7963
 AJ7963.Superseded values are not recommended for survey control.
 AJ7963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7963.See file dsdata.txt to determine how the superseded data were derived.
 AJ7963
 AJ7963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8169024009(NAD 83)
 AJ7963_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7963
 AJ7963                          STATION DESCRIPTION
 AJ7963
 AJ7963'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7963'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7963'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7963'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7963'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7963'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2147 ***********************************************************************
 GC2147  DESIGNATION -  HARTSVILLE MAGNETIC STA
 GC2147  PID         -  GC2147
 GC2147  STATE/COUNTY-  TN/TROUSDALE
 GC2147  USGS QUAD   -  HARTSVILLE (1994)
 GC2147
 GC2147                         *CURRENT SURVEY CONTROL
 GC2147  ___________________________________________________________________
 GC2147* NAD 83(1995)-  36 23 35.90002(N)    086 09 38.08633(W)     ADJUSTED  
 GC2147* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 GC2147  ___________________________________________________________________
 GC2147  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 GC2147  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC2147
 GC2147  HORZ ORDER  -  SECOND
 GC2147
 GC2147.The horizontal coordinates were established by classical geodetic methods
 GC2147.and adjusted by the National Geodetic Survey in April 1999..
 GC2147
 GC2147.The orthometric height was scaled from a topographic map.
 GC2147
 GC2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2147
 GC2147.The geoid height was determined by GEOID03.
 GC2147
 GC2147;                    North         East     Units Scale Factor Converg.
 GC2147;SPC TN       -   228,568.195   585,593.855   MT  0.99999594   -0 05 38.4
 GC2147;SPC TN       -   749,894.15  1,921,235.84   sFT  0.99999594   -0 05 38.4
 GC2147;UTM  16      - 4,027,900.420   575,278.331   MT  0.99966982   +0 29 53.1
 GC2147
 GC2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2147!SPC TN       -   0.99997953  x   0.99999594  =   0.99997547
 GC2147!UTM  16      -   0.99997953  x   0.99966982  =   0.99964935
 GC2147
 GC2147                          SUPERSEDED SURVEY CONTROL
 GC2147
 GC2147  NAD 83(1995)-  36 23 35.90102(N)    086 09 38.08778(W) AD(       ) 2
 GC2147  NAD 83(1995)-  36 23 35.90745(N)    086 09 38.09064(W) AD(       ) 2
 GC2147  NAD 83(1986)-  36 23 35.91001(N)    086 09 38.08887(W) AD(       ) 2
 GC2147  NAD 27      -  36 23 35.73900(N)    086 09 38.13100(W) AD(       ) 2
 GC2147
 GC2147.Superseded values are not recommended for survey control.
 GC2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2147.See file dsdata.txt to determine how the superseded data were derived.
 GC2147
 GC2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7527827900(NAD 83)
 GC2147_MARKER: DM = MAGNETIC STATION DISK
 GC2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2147_MARK LOGO: CGS   
 GC2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2147+STABILITY: SURFACE MOTION
 GC2147
 GC2147  HISTORY     - Date     Condition        Report By
 GC2147  HISTORY     - 1950     MONUMENTED       CGS
 GC2147
 GC2147                          STATION DESCRIPTION
 GC2147
 GC2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2147'STATION IS LOCATED ON THE SCHOOL GROUNDS OF THE HARTSVILLE SCHOOL
 GC2147'NEAR THE OLD SCHOOL BUILDING.  IT IS 3 FEET SOUTH OF THE SOUTHEAST
 GC2147'CORNER OF CONCRETE SCHOOL BUILDING.  THE MARK IS AN 8X8 INCHES
 GC2147'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE AND IN A CONCRETE
 GC2147'SIDEWALK AND THE DISK IS A STANDARD USC AND GS MAGNETIC STATION DISK
 GC2147'WITH STAMPINGS (IF ANY) WORN OFF.
 GC2147'
 GC2147'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HARTSVILLE.
 GC2147'THE DISTANCE WAS FOUND TO BE 49.110 METERS, (161.12 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1883 ***********************************************************************
 FC1883  CBN         -  This is a Cooperative Base Network Control Station.
 FC1883  DESIGNATION -  HARVEY RESET
 FC1883  PID         -  FC1883
 FC1883  STATE/COUNTY-  TN/SEQUATCHIE
 FC1883  USGS QUAD   -  MOUNT AIRY (1991)
 FC1883
 FC1883                         *CURRENT SURVEY CONTROL
 FC1883  ___________________________________________________________________
 FC1883* NAD 83(1995)-  35 23 33.17229(N)    085 17 49.13866(W)     ADJUSTED  
 FC1883* NAVD 88     -       725.5    (meters)    2380.     (feet)  VERTCON   
 FC1883  ___________________________________________________________________
 FC1883  X           -     426,836.280 (meters)                     COMP
 FC1883  Y           -  -5,188,364.714 (meters)                     COMP
 FC1883  Z           -   3,673,859.076 (meters)                     COMP
 FC1883  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FC1883  ELLIP HEIGHT-         696.18  (meters)          (04/12/99) GPS OBS
 FC1883  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1883
 FC1883  HORZ ORDER  -  B
 FC1883  ELLP ORDER  -  FOURTH    CLASS I
 FC1883
 FC1883.The horizontal coordinates were established by GPS observations
 FC1883.and adjusted by the National Geodetic Survey in April 1999..
 FC1883
 FC1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1883
 FC1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1883
 FC1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1883
 FC1883.The ellipsoidal height was determined by GPS observations
 FC1883.and is referenced to NAD 83.
 FC1883
 FC1883.The geoid height was determined by GEOID03.
 FC1883
 FC1883;                    North         East     Units Scale Factor Converg.
 FC1883;SPC TN       -   117,748.933   663,867.180   MT  0.99997790   +0 24 41.7
 FC1883;SPC TN       -   386,314.62  2,178,037.57   sFT  0.99997790   +0 24 41.7
 FC1883;UTM  16      - 3,917,908.048   654,664.875   MT  0.99989480   +0 59 11.5
 FC1883
 FC1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1883!SPC TN       -   0.99989074  x   0.99997790  =   0.99986864
 FC1883!UTM  16      -   0.99989074  x   0.99989480  =   0.99978555
 FC1883
 FC1883|---------------------------------------------------------------------|
 FC1883| PID    Reference Object                     Distance      Geod. Az  |
 FC1883|                                                           dddmmss.s |
 FC1883| CG6003 HARVEY RM 2 RESET                                  00732     |
 FC1883| CG6002 HARVEY RM 2                          28.316 METERS 00933     |
 FC1883| FC1837 DAYTON                              APPROX.25.0 KM 0634635.6 |
 FC1883| CG6001 HARVEY RM 1 RESET                                  11856     |
 FC1883| CG6000 HARVEY RM 1                          28.517 METERS 12831     |
 FC1883| CG5999 HARVEY AZ MK                                       2425620.8 |
 FC1883|---------------------------------------------------------------------|
 FC1883
 FC1883                          SUPERSEDED SURVEY CONTROL
 FC1883
 FC1883  NAD 83(1995)-  35 23 33.17316(N)    085 17 49.14049(W) AD(       ) B
 FC1883  ELLIP H (09/07/90)  696.20   (m)                       GP(       ) 4 1
 FC1883  NAD 83(1986)-  35 23 33.17621(N)    085 17 49.13981(W) AD(       ) 1
 FC1883  NAD 27      -  35 23 32.93400(N)    085 17 49.26700(W) AD(       ) 1
 FC1883  NGVD 29 (09/07/90)  725.6    (m)         2381.     (f) GPS OBS        
 FC1883
 FC1883.Superseded values are not recommended for survey control.
 FC1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1883.See file dsdata.txt to determine how the superseded data were derived.
 FC1883
 FC1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5466517908(NAD 83)
 FC1883_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FC1883_SETTING: 80 = SET IN A BOULDER
 FC1883_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1883+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FC1883
 FC1883  HISTORY     - Date     Condition        Report By
 FC1883  HISTORY     - 1934     MONUMENTED       CGS
 FC1883  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1883  HISTORY     - 1987     GOOD             AEROS
 FC1883
 FC1883                          STATION DESCRIPTION
 FC1883
 FC1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1883'ABOUT 4-3/4 MILES EAST-NORTHEAST OF DUNLAP, 2-1/2 MILES NORTH OF
 FC1883'HENSON GAP, ON HIGHEST POINT OF HIGH PEAK ON WEST SIDE OF WALDEN
 FC1883'RIDGE. TO REACH FROM DUNLAP, GO SOUTH ON STATE ROUTE 28 FOR 2.1 MILES
 FC1883'(OR 0.25 MILE PAST SEQUATCHIE RIVER), TURN LEFT ONTO GRAVEL ROAD
 FC1883'AT SHARP TURN TO RIGHT IN PAVEMENT, FOLLOW MAIN GRAVEL ROAD 1.65
 FC1883'MILES (OR 0.20 MILE PAST WHITE CHURCH TO RIGHT), TURN RIGHT ONTO
 FC1883'GRAVEL ROAD THROUGH HENSON GAP AT 2-STORY
 FC1883'FRAME HOUSE, GO 3.6 MILES (OR 0.50 MILE PAST GRAVEL PIT ON
 FC1883'LEFT), TURN LEFT ONTO NEWLY GRADED T-ROAD, GO 0.25 MILE, KEEP TO LEFT
 FC1883'ON NEW ROAD AT LEWIS CHAPEL SCHOOL, FOLLOW NEW ROAD 2.0 MILES, TURN
 FC1883'ONTO LEFT FORK UP HILL JUST AFTER PASSING HOME OF JIMMIE JOHNSON
 FC1883'ON RIGHT, GO 0.35 MILE AND TURN LEFT ONTO WOODS ROAD ALONG RAIL FENCE
 FC1883'ON NORTH SIDE OF FIELD, GO 0.3 MILE AND TAKE RIGHT FORK AT BLAZED
 FC1883'TREE ON LEFT, GO 0.5 MILE, TAKE LEFT FORK AT OLD PARTLY TORN DOWN
 FC1883'CABIN ON RIGHT, GO 0.15 MILE AND TAKE LEFT FORK AT BLAZED TREE
 FC1883'ON LEFT, GO 0.85 MILE TO BLAZED OAK ON LEFT. STATION IS ABOUT 1/2
 FC1883'MILE ALONG DIM ROAD THROUGH TREES AT TOP OF PEAK, 21.2 FEET EAST OF
 FC1883'12-INCH PINE WITH TRIANGULAR BLAZE AND 43 FEET NORTH OF DEAD TREE
 FC1883'WITH 4 TRUNKS. SURFACE MARK IS DRILL HOLE 1 INCH DEEP AT INTERSECTION
 FC1883'OF NORTH-SOUTH AND EAST-WEST GROOVES CUT IN SANDSTONE POST 3-1/2
 FC1883'FEET LONG AND PROJECTING ABOUT 4 INCHES ABOVE GROUND. UNDERGROUND
 FC1883'MARK IS CENTER OF TOP OF 9-INCH-HIGH FRUIT JAR, ABOUT 4 FEET BELOW
 FC1883'SURFACE OF GROUND. FOUR REFERENCE MARKS ARE DRILL HOLES IN SANDSTONE
 FC1883'POSTS SIMILAR TO SURFACE MARK, PLACED 6 FEET NORTH, EAST, SOUTH,
 FC1883'AND WEST FROM STATION, AND PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 FC1883'IN 1934 STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FC1883'STATION WAS RE-MARKED, AND TWO REFERENCE MARKS AND AN AZIMUTH MARK
 FC1883'ESTABLISHED AS FOLLOWS- SURFACE MARK IS STANDARD DISK STATION MARK IN
 FC1883'6- BY 8-INCH SANDSTONE POST (ORIGINAL MARK), CONCRETE CAPPED. OLD
 FC1883'REFERENCE MARKS ARE LOCATED AS FOLLOWS- NORTH 6 FEET, EAST 6.03 FEET,
 FC1883'SOUTH 6 FEET, AND WEST 6.03 FEET FROM STATION. NEW REFERENCE AND
 FC1883'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO.  1,
 FC1883'IS ON DOWN SLOPE, 17 FEET WEST OF DEAD TRIPLE TREE, AND 93.56
 FC1883'FEET FROM STATION, N 63 DEG 47 MIN E. NO. 2, IS ON
 FC1883'DOWN SLOPE, 13.3 FEET WEST OF DEAD TWIN TREE, AND 92.9 FEET FROM
 FC1883'STATION, N 09 DEG 33 MIN E. AZIMUTH MARK IS ON
 FC1883'ADJACENT KNOLL, 31.3 FEET WEST-NORTHWEST OF 7-INCH PINE, 12 FEET
 FC1883'SOUTH OF 7-INCH HICKORY, AND ABOUT 150 YARDS FROM STATION
 FC1883'S 62 DEG 56 MIN W. LATER IN YEAR 1934, WHEN STATION WAS
 FC1883'REOCCUPIED, OLD REFERENCE MARKS APPROXIMATELY 6 FEET NORTH,
 FC1883'EAST, SOUTH, AND WEST WERE NOT RECOVERED.
 FC1883
 FC1883                          STATION RECOVERY (1987)
 FC1883
 FC1883'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (SNB)
 FC1883'THE STATION WAS RECOVERED AT THIS DATE.
 FC1883'A NEW TO REACH DESCRIPTION FOLLOWS.
 FC1883'
 FC1883'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 FC1883'ROUTE 153, ON THE EAST EDGE OF CHATTANOOGA, GO
 FC1883'NORTH FOR 19.8 KM (12.3 MI) ON STATE ROUTE 153 UNTIL IT MERGES WITH
 FC1883'AND BECOMES STATE ROUTE 29.  CONTINUE STRAIGHT AHEAD AND GO FOR 5.6
 FC1883'KM (3.5 MI) ON OLD STATE ROUTE 29 TO THE JUNCTION OF MONTLAKE ROAD.
 FC1883'TURN LEFT AND GO FOR 8.5 KM (5.3 MI) ON MONTLAKE ROAD TO A STOP
 FC1883'SIGN AT THE (T) JUNCTION OF MOWBRAY PIKE.  TURN LEFT AND GO FOR 7.4
 FC1883'KM (4.6 MI) ON MOWBRAY PIKE TO A STOP SIGN AT THE (T) JUNCTION OF
 FC1883'POE ROAD.  TURN RIGHT AND GO FOR 7.9 KM (4.9 MI) ON POE ROAD TO A
 FC1883'FORK AT LEWIS CHAPEL ROAD.  FOLLOW THE RIGHT FORK AND GO FOR 4.5 KM
 FC1883'(2.8 MI) ON LEWIS CHAPEL ROAD TO THE JUNCTION OF A GRAVEL ROAD ON
 FC1883'THE LEFT.  TURN LEFT AND GO FOR 0.8 KM (0.5 MI) ON THE GRAVEL ROAD
 FC1883'TO A FORK IN THE ROAD.  FOLLOW THE RIGHT FORK AND GO FOR 0.2 KM
 FC1883'(0.1 MI) ON THE RIGHT FORK TO A GRAVEL ROAD ON THE RIGHT.  TURN
 FC1883'RIGHT AND GO FOR 2.1 KM (1.3 MI) ON THE GRAVEL ROAD TO A DIRT ROAD
 FC1883'ON THE RIGHT.  TURN RIGHT AND GO FOR 0.8 KM (0.5 MI) ON THE DIRT
 FC1883'ROAD TO THE STATION ON THE RIGHT.
 FC1883'
 FC1883'THE STATION IS A STANDARD NGS DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1598 ***********************************************************************
 FD1598  DESIGNATION -  HASSELL
 FD1598  PID         -  FD1598
 FD1598  STATE/COUNTY-  TN/WAYNE
 FD1598  USGS QUAD   -  WAYNESBORO (1968)
 FD1598
 FD1598                         *CURRENT SURVEY CONTROL
 FD1598  ___________________________________________________________________
 FD1598* NAD 83(1995)-  35 20 26.76456(N)    087 48 34.88133(W)     ADJUSTED  
 FD1598* NAVD 88     -       296.7    (meters)     973.     (feet)  VERTCON   
 FD1598  ___________________________________________________________________
 FD1598  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD1598  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1598
 FD1598  HORZ ORDER  -  FIRST
 FD1598
 FD1598.The horizontal coordinates were established by classical geodetic methods
 FD1598.and adjusted by the National Geodetic Survey in April 1999..
 FD1598
 FD1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1598
 FD1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1598
 FD1598.The geoid height was determined by GEOID03.
 FD1598
 FD1598;                    North         East     Units Scale Factor Converg.
 FD1598;SPC TN       -   113,295.779   435,496.402   MT  0.99998522   -1 03 34.1
 FD1598;SPC TN       -   371,704.57  1,428,791.11   sFT  0.99998522   -1 03 34.1
 FD1598;UTM  16      - 3,911,134.737   426,421.317   MT  0.99966672   -0 28 06.2
 FD1598
 FD1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1598!SPC TN       -   0.99995781  x   0.99998522  =   0.99994303
 FD1598!UTM  16      -   0.99995781  x   0.99966672  =   0.99962455
 FD1598
 FD1598|---------------------------------------------------------------------|
 FD1598| PID    Reference Object                     Distance      Geod. Az  |
 FD1598|                                                           dddmmss.s |
 FD1598| CG6005 HASSELL RM 1                         23.558 METERS 03304     |
 FD1598| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.32.5 KM 0460904.4 |
 FD1598| FD1605 HASSELL RM 2                         23.082 METERS 12047     |
 FD1598| FD0985 CLOUD                               APPROX. 3.9 KM 1464753.0 |
 FD1598| CG6004 HASSELL AZ MK                                      2893809.1 |
 FD1598|---------------------------------------------------------------------|
 FD1598
 FD1598                          SUPERSEDED SURVEY CONTROL
 FD1598
 FD1598  NAD 83(1995)-  35 20 26.76892(N)    087 48 34.88267(W) AD(       ) 1
 FD1598  NAD 83(1995)-  35 20 26.76895(N)    087 48 34.88270(W) AD(       ) 1
 FD1598  NAD 83(1995)-  35 20 26.76973(N)    087 48 34.88165(W) AD(       ) 1
 FD1598  NAD 83(1986)-  35 20 26.77402(N)    087 48 34.88094(W) AD(       ) 1
 FD1598  NAD 27      -  35 20 26.49400(N)    087 48 34.78300(W) AD(       ) 1
 FD1598  NGVD 29 (07/19/86)  296.7    (m)          973.     (f) VERT ANG       
 FD1598
 FD1598.Superseded values are not recommended for survey control.
 FD1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1598.See file dsdata.txt to determine how the superseded data were derived.
 FD1598
 FD1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2642111135(NAD 83)
 FD1598_MARKER: DS = TRIANGULATION STATION DISK
 FD1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1598_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1598_MARK LOGO: CGS   
 FD1598
 FD1598  HISTORY     - Date     Condition        Report By
 FD1598  HISTORY     - 1934     MONUMENTED       CGS
 FD1598  HISTORY     - 1950     GOOD             TVA
 FD1598  HISTORY     - 1962     GOOD             TNHD
 FD1598  HISTORY     - 1970     GOOD             NGS
 FD1598
 FD1598                          STATION DESCRIPTION
 FD1598
 FD1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1598'ABOUT 11 MILES EAST BY SOUTH OF CLIFTON, 3 MILES NORTHWEST BY WEST OF
 FD1598'WAYNESBORO, 1 MILE
 FD1598'SOUTHEAST OF HEAD OF EAGLE CREEK, ON SOUTH SIDE OF
 FD1598'OLD WAYNESBORO-CLIFTON TURNPIKE, ON
 FD1598'HIGH POINT OF LONG NARROW RIDGE,
 FD1598'AND ON LAND OWNED BY THE HASSELL HEIRS.  TO REACH FROM
 FD1598'COURTHOUSE IN
 FD1598'WAYNESBORO, GO WEST 0.1 MILE ON U S ROUTE 64, TURN NORTHEAST ONTO
 FD1598'GRAVEL ROAD, GO
 FD1598'3.4 MILES TO T-ROAD, TURN WEST, AND GO 0.1 MILE TO
 FD1598'TOP OF RIDGE AND STATION SITE.
 FD1598'STATION IS 75 FEET SOUTH OF CENTER
 FD1598'LINE OF ROAD, 19 FEET SOUTH OF 8-INCH
 FD1598'TRIANGLE-BLAZED PINE TREE, 16.9
 FD1598'FEET EAST OF 6-INCH TRIANGLE-BLAZED PINE TREE, AND 14
 FD1598'FEET NORTH OF
 FD1598'11-INCH TRIANGLE-BLAZED OAK TREE.  SURFACE AND UNDERGROUND MARKS ARE
 FD1598'STANDARD STATION
 FD1598'DISKS IN CONCRETE.  UPPER MARK
 FD1598'PROJECTS 10 INCHES ABOVE GROUND.
 FD1598'REFERENCE AND AZIMUTH MARKS ARE
 FD1598'STANDARD REFERENCE DISKS IN CONCRETE.  NO
 FD1598'1, PROJECTING 10
 FD1598'INCHES ABOVE GROUND, IS ABOUT 24 FEET FROM CENTER LINE OF ROAD, 13.7
 FD1598'FEET NORTHWEST OF
 FD1598'16-INCH TRIANGLE-BLAZED PINE TREE, AND 77.29 FEET
 FD1598'FROM STATION N 43 DEG 04 MIN E.
 FD1598'NO 2, PROJECTING 9 INCHES
 FD1598'ABOVE GROUND, IS ON SOUTHEAST SLOPE OF RIDGE, 11 FEET
 FD1598'SOUTH OF
 FD1598'16-INCH OAK TREE, AND AT ABOUT SAME ELEVATION AS AND 75.79 FEET FROM
 FD1598'STATION N 43 DEG 04 MIN E.
 FD1598'AZIMUTH MARK, PROJECTING 12
 FD1598'INCHES ABOVE GROUND, IS 50 YARDS WEST
 FD1598'OF SHARP CURVE IN ROAD, 24 FEET
 FD1598'SOUTH OF CENTER LINE OF ROAD, 10 FEET SOUTHWEST OF
 FD1598'16-INCH OAK TREE,
 FD1598'UNDER TELEPHONE LINE, AND ABOUT 0.1 MILE FROM STATION
 FD1598'N 70 DEG 22 MIN W.
 FD1598
 FD1598                          STATION RECOVERY (1950)
 FD1598
 FD1598'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (GLA)
 FD1598'STATION MARK RECOVERED IN GOOD CONDITION AND IS STAMPED HASSELL 1934.
 FD1598'STEEL POST WITH
 FD1598'CONTROL MARKER SET 2 FEET N OF STATION.
 FD1598'
 FD1598'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND IS STAMPED HASSELL
 FD1598'AZI 1934.  STEEL
 FD1598'POST WITH CONTROL MARKER SIGN SET 2 FEET N OF THE MARKER.
 FD1598'
 FD1598'STATION IS LOCATED 3.0 MILES NW OF WAYNESBORO.
 FD1598
 FD1598                          STATION RECOVERY (1962)
 FD1598
 FD1598'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD1598'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND
 FD1598'AS DESCRIBED.
 FD1598'HORIZONTAL DISTANCES WERE MEASURED BETWEEN THE
 FD1598'REFERENCE MARKS AND THE STATION
 FD1598'AND WERE FOUND TO CHECK THE 1934
 FD1598'MEASUREMENTS.
 FD1598
 FD1598                          STATION RECOVERY (1970)
 FD1598
 FD1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1598'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FD1598'ALL RECOVERED AS PREVIOUSLY DESCRIBED IN 1934 IN GOOD CONDITION.
 FD1598'THE DISTANCE AND DIRECTION TO ALL MARKS COMPARE FAVORABLY.
 FD1598'
 FD1598'THE STATION MARK COULD NOT BE BUILT OVER AT THIS TIME DUE TO A POWER
 FD1598'LINE OVERHEAD.  REFERENCE MARK 2 WAS OCCUPIED AT THIS TIME.
 FD1598'
 FD1598'FOR THE LOCATION, TO REACH AND THE DESCRIPTION OF ALL MARKS SEE THE
 FD1598'DESCRIPTION FOR HASSELL RM 2.
 FD1598'
 FD1598'A TRIPOD SETUP WAS MADE OVER THIS MARK, DISTANCES AND DIRECTIONS
 FD1598'NOTED BELOW.  THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FD1598'
 FD1598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHWEST
 FD1598'OF WAYNESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1605 ***********************************************************************
 FD1605  DESIGNATION -  HASSELL RM 2
 FD1605  PID         -  FD1605
 FD1605  STATE/COUNTY-  TN/WAYNE
 FD1605  USGS QUAD   -  WAYNESBORO (1968)
 FD1605
 FD1605                         *CURRENT SURVEY CONTROL
 FD1605  ___________________________________________________________________
 FD1605* NAD 83(1995)-  35 20 26.38127(N)    087 48 34.09602(W)     ADJUSTED  
 FD1605* NAVD 88     -       295.93   (+/-2cm)     970.9    (feet)  VERTCON   
 FD1605  ___________________________________________________________________
 FD1605  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FD1605  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1605
 FD1605  HORZ ORDER  -  FIRST
 FD1605  VERT ORDER  -  THIRD ? (See Below)
 FD1605
 FD1605.The horizontal coordinates were established by classical geodetic methods
 FD1605.and adjusted by the National Geodetic Survey in April 1999..
 FD1605
 FD1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1605.The vertical order pertains to the NGVD 29 superseded value.
 FD1605
 FD1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1605
 FD1605.The geoid height was determined by GEOID03.
 FD1605
 FD1605;                    North         East     Units Scale Factor Converg.
 FD1605;SPC TN       -   113,283.602   435,516.010   MT  0.99998524   -1 03 33.6
 FD1605;SPC TN       -   371,664.62  1,428,855.44   sFT  0.99998524   -1 03 33.6
 FD1605;UTM  16      - 3,911,122.767   426,441.044   MT  0.99966668   -0 28 05.7
 FD1605
 FD1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1605!SPC TN       -   0.99995794  x   0.99998524  =   0.99994318
 FD1605!UTM  16      -   0.99995794  x   0.99966668  =   0.99962463
 FD1605
 FD1605:                Primary Azimuth Mark                     Grid Az
 FD1605:SPC TN       -  WAYNE RM A                               066 12 17.1
 FD1605:UTM  16      -  WAYNE RM A                               065 36 49.2
 FD1605
 FD1605|---------------------------------------------------------------------|
 FD1605| PID    Reference Object                     Distance      Geod. Az  |
 FD1605|                                                           dddmmss.s |
 FD1605| FD1582 WAYNE RM A                          APPROX.10.1 KM 0650843.5 |
 FD1605| FD1579 WAYNESBORO ATT MW KYN               APPROX.10.5 KM 1024604.1 |
 FD1605| FD1612 HOLLAND RIM 11 LOT                  APPROX.13.2 KM 2341316.3 |
 FD1605| CG6004 HASSELL AZ MK                                      2911427.6 |
 FD1605| FD1598 HASSELL                              23.082 METERS 30047     |
 FD1605| FD1606 HOLLAND RIM 12 LOT                   16.709 METERS 30522     |
 FD1605| CG6005 HASSELL RM 1                         32.327 METERS 34732     |
 FD1605|---------------------------------------------------------------------|
 FD1605
 FD1605                          SUPERSEDED SURVEY CONTROL
 FD1605
 FD1605  NAD 83(1995)-  35 20 26.38563(N)    087 48 34.09736(W) AD(       ) 1
 FD1605  NAD 83(1995)-  35 20 26.38566(N)    087 48 34.09739(W) AD(       ) 1
 FD1605  NAD 83(1995)-  35 20 26.38645(N)    087 48 34.09635(W) AD(       ) 1
 FD1605  NAD 83(1986)-  35 20 26.39062(N)    087 48 34.09541(W) AD(       ) 1
 FD1605  NAD 27      -  35 20 26.11080(N)    087 48 33.99764(W) AD(       ) 1
 FD1605  NGVD 29 (07/19/86)  295.90   (m)          970.8    (f) LEVELING    3  
 FD1605
 FD1605.Superseded values are not recommended for survey control.
 FD1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1605.See file dsdata.txt to determine how the superseded data were derived.
 FD1605
 FD1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2644111123(NAD 83)
 FD1605_MARKER: DR = REFERENCE MARK DISK
 FD1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1605+STABILITY: SURFACE MOTION
 FD1605
 FD1605  HISTORY     - Date     Condition        Report By
 FD1605  HISTORY     - 1934     MONUMENTED       NGS
 FD1605
 FD1605                          STATION DESCRIPTION
 FD1605
 FD1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 (WMJ)
 FD1605'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF
 FD1605'COLLINWOOD, 5-1/2 MILES WEST OF LIBERTY, 3 MILES NORTHWEST OF
 FD1605'WAYNESBORO AND ON THE PROPERTY OF THE TENNESSEE STATE CONSERVATION
 FD1605'DEPARTMENT.
 FD1605'
 FD1605'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 FD1605'SQUARE IN WAYNESBORO GO SOUTH ON U.S. HIGHWAY 64 FOR 0.1 MILE TO
 FD1605'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON A PAVED
 FD1605'ROAD FOR 3.6 MILES TO A SIDE ROAD RIGHT.  TURN LEFT AND GO WEST
 FD1605'ON PAVED ROAD FOR 0.1 MILE TO A FIRE LOOKOUT TOWER AND THE
 FD1605'STATION ON THE LEFT.  CONTINUE WEST FOR 0.1 MILE TO THE AZIMUTH
 FD1605'MARK ON THE LEFT.
 FD1605'
 FD1605'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1605'HASSELL NO 2 1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 FD1605'CONCRETE MONUMENT WHICH PROJECTS 10 INCHES ABOVE THE GROUND
 FD1605'SURFACE.  IT IS 44 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 FD1605'LOOKOUT TOWER AND 24 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FD1605'A SHED.
 FD1605'
 FD1605'THE 1934 STATION MARK IS A STANDARD TRIANGULATION STATION MARK
 FD1605'DISK STAMPED HASSELL 1934, SET IN THE TOP OF A CYLINDRICAL
 FD1605'CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.  IT IS 56 FEET
 FD1605'SOUTHWEST OF A POWER POLE, 46 FEET EAST-NORTHEAST OF THE
 FD1605'NORTHEAST CORNER OF A HOUSE AND 13 FEET WEST OF THE NORTHWEST
 FD1605'LEG OF THE LOOKOUT TOWER.  THIS MARK COULD NOT BE BUILT OVER
 FD1605'DUE TO ITS LOCATION UNDER A POWERLINE.
 FD1605'
 FD1605'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1605'HASSELL NO 1 1934, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 FD1605'MONUMENT WHICH PROJECTS 10 INCHES.  IT IS 30 FEET SOUTH OF THE
 FD1605'CENTER OF A PAVED ROAD AND 20.5 FEET NORTHEAST OF A POWER POLE.
 FD1605'
 FD1605'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FD1605'HASSELL AZIMUTH 1934, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 FD1605'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 FD1605'IS 35 FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 23.5 FEET
 FD1605'NORTHWEST OF A TELEPHONE POLE AND 2 FEET SOUTHWEST OF A METAL
 FD1605'WITNESS POST WITH SIGN ATTACHED.
 FD1605'
 FD1605'NOTE--THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FD1605'
 FD1605'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2628 ***********************************************************************
 FE2628  DESIGNATION -  HATCHIE
 FE2628  PID         -  FE2628
 FE2628  STATE/COUNTY-  TN/LAUDERDALE
 FE2628  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2628
 FE2628                         *CURRENT SURVEY CONTROL
 FE2628  ___________________________________________________________________
 FE2628* NAD 83(1995)-  35 39 04.20011(N)    089 35 57.81819(W)     ADJUSTED  
 FE2628* NAVD 88     -       101.     (meters)     331.     (feet)  VERTCON   
 FE2628  ___________________________________________________________________
 FE2628  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 FE2628  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE2628
 FE2628  HORZ ORDER  -  SECOND
 FE2628
 FE2628.The horizontal coordinates were established by classical geodetic methods
 FE2628.and adjusted by the National Geodetic Survey in April 1999..
 FE2628
 FE2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2628
 FE2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2628
 FE2628.The geoid height was determined by GEOID03.
 FE2628
 FE2628;                    North         East     Units Scale Factor Converg.
 FE2628;SPC TN       -   152,205.408   274,130.806   MT  0.99995347   -2 06 26.0
 FE2628;SPC TN       -   499,360.58    899,377.49   sFT  0.99995347   -2 06 26.0
 FE2628;UTM  16      - 3,948,371.504   264,669.314   MT  1.00028250   -1 30 56.7
 FE2628
 FE2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2628!SPC TN       -   0.99998844  x   0.99995347  =   0.99994191
 FE2628!UTM  16      -   0.99998844  x   1.00028250  =   1.00027094
 FE2628
 FE2628:                Primary Azimuth Mark                     Grid Az
 FE2628:SPC TN       -  RIPLEY MUNICIPAL TANK                    033 36 29.0
 FE2628:UTM  16      -  RIPLEY MUNICIPAL TANK                    033 00 59.7
 FE2628
 FE2628|---------------------------------------------------------------------|
 FE2628| PID    Reference Object                     Distance      Geod. Az  |
 FE2628|                                                           dddmmss.s |
 FE2628| FE2632 RIPLEY MUNICIPAL TANK               APPROX.12.3 KM 0313003.0 |
 FE2628| FE2629 HENNING MUNICIPAL TANK              APPROX. 3.4 KM 0401255.0 |
 FE2628| FE2637 TABERNACLE LOT                      APPROX.16.3 KM 1623626.8 |
 FE2628| FE2638 TENN GAS TRANSM MAST KIC 806        APPROX.14.2 KM 1733524.2 |
 FE2628| FE2642 COVINGTON HYDE PARK MILLS TANK      APPROX.12.2 KM 2004917.1 |
 FE2628| FE2641 COVINGTON FED COMP WHSE S TANK      APPROX.10.3 KM 2011437.0 |
 FE2628| FE2640 COVINGTON FED COMP WHSE N TANK      APPROX. 9.6 KM 2024115.4 |
 FE2628| FE2643 COVINGTON MUNICIPAL TANK            APPROX.10.5 KM 2041357.2 |
 FE2628| CG3446 HATCHIE RM 1                         31.226 METERS 20605     |
 FE2628| FE2644 COVINGTON RAD STA WKBL MAST         APPROX. 8.0 KM 2065501.6 |
 FE2628| FE2646 FORT PILLOW STATE FARM TANK         APPROX.13.0 KM 2752659.3 |
 FE2628| CG3447 HATCHIE RM 2                         20.695 METERS 29651     |
 FE2628| CG3445 HATCHIE AZ MK                                      3463223.6 |
 FE2628|---------------------------------------------------------------------|
 FE2628
 FE2628                          SUPERSEDED SURVEY CONTROL
 FE2628
 FE2628  NAD 83(1995)-  35 39 04.20758(N)    089 35 57.81883(W) AD(       ) 2
 FE2628  NAD 83(1986)-  35 39 04.21165(N)    089 35 57.81901(W) AD(       ) 2
 FE2628  NAD 27      -  35 39 03.92540(N)    089 35 57.54310(W) AD(       ) 2
 FE2628  NGVD 29 (07/19/86)  101.     (m)          331.     (f) VERT ANG       
 FE2628
 FE2628.Superseded values are not recommended for survey control.
 FE2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2628.See file dsdata.txt to determine how the superseded data were derived.
 FE2628
 FE2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6466948372(NAD 83)
 FE2628_MARKER: DS = TRIANGULATION STATION DISK
 FE2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2628
 FE2628  HISTORY     - Date     Condition        Report By
 FE2628  HISTORY     - 1958     MONUMENTED       CGS
 FE2628  HISTORY     - 1971     SEE DESCRIPTION  TNDT
 FE2628  HISTORY     - 1976     SEE DESCRIPTION  NGS
 FE2628
 FE2628                          STATION DESCRIPTION
 FE2628
 FE2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2628'THE STATION IS ABOUT 2.5 MILES SOUTHWEST OF HENNING, ON THE WEST SIDE
 FE2628'OF U.S. HIGHWAY 51 AND IS ON THE PROPERTY OF MAJOR J.F. CRUCTHER, WHO
 FE2628'LIVES IN HENNING. IT IS 44 FEET WEST OF THE CENTERLINE OF U.S.
 FE2628'HIGHWAY 51, 10 FEET NORTHWEST OF A WHITE WITNESS POST, 13 FEET
 FE2628'SOUTHWEST OF A T-FENCE CORNER, 9 FEET SOUTH OF A FENCE AND 10 FEET
 FE2628'WEST OF A FENCE. THE MONUMENT IS 12 INCHES BELOW GROUND SURFACE
 FE2628'AND THE DISK IS STAMPED HATCHIE 1958.
 FE2628'
 FE2628'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 FE2628'HENNING, WHICH IS 150 FEET EAST OF U.S. HIGHWAY 51, GO SOUTHWEST ON
 FE2628'HIGHWAY 51 FOR 1.55 MILES TO A Y-FORK AND HIGHWAY 51 CURVES TO THE
 FE2628'SOUTH*. CONTINUE SOUTH ON HIGHWAY 51 FOR 0.5 MILE TO THE STATION ON
 FE2628'THE RIGHT.
 FE2628'
 FE2628'*TO REACH THE AZIMUTH FROM THIS POINT, KEEP RIGHT FORK AND GO SOUTH
 FE2628'ON A PAVED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 FE2628'
 FE2628'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 34 FEET WEST OF
 FE2628'CENTERLINE OF HIGHWAY 51 AND 110 FEET SOUTH OF THE T-FENCE CORNER.
 FE2628'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HATCHIE NO 1 1958.
 FE2628'
 FE2628'REFERENCE MARK 2 IS 1 FOOT EAST OF A POWER POLE, 3 FEET SOUTH OF A
 FE2628'FENCE AND 78 FEET WEST OF THE T-FENCE CORNER. THE MONUMENT IS
 FE2628'FLUSH AND THE DISK IS STAMPED HATCHIE NO 2 1958.
 FE2628'
 FE2628'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF A WHITE BOARD FENCE, 66 FEET
 FE2628'NORTHEAST OF A GRAVELED DRIVEWAY WEST, 23 FEET NORTHWEST OF THE
 FE2628'CENTERLINE OF A PAVED ROAD, AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 FE2628'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HATCHIE 1958.
 FE2628'
 FE2628'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2628
 FE2628                          STATION RECOVERY (1971)
 FE2628
 FE2628'RECOVERY NOTE BY TN DEPT OF TRANSP 1971 (RED)
 FE2628'HATCHIE 1958 RECOVERED GOOD.
 FE2628'
 FE2628'HATCHIE 1958 RECOVERED GOOD AZIMUTH MARK.
 FE2628'
 FE2628'HATCHIE NO. 2 1958 RECOVERED GOOD.
 FE2628'
 FE2628'R.M. NO. 1 APPARENTLY COVERED-UP, NOT SEARCHED FOR WHITE BOARD
 FE2628'FENCE IN AZ. DESCRIPTION IS GONE.
 FE2628'
 FE2628'STATION AND R.M. NO. 1 WILL BE DESTROYED BY NEW ROAD
 FE2628'CONSTRUCTION - SURVEY NOW UNDER WAY.
 FE2628'
 FE2628'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SW OF HENNING.
 FE2628
 FE2628                          STATION RECOVERY (1976)
 FE2628
 FE2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE2628'THE AZIMUTH MARK MONUMENT WAS FOUND WITH THE TOP PORTION SHEARED OFF
 FE2628'AND THE DISK GONE.  THE STATION SITE IS NOW PART OF A DEEP CUT FOR
 FE2628'U.S. HIGHWAY 51.  THE RESIDENT ENGINEER OF THE STATE HIGHWAY
 FE2628'DEPARTMENT WAS CONTACTED AND HE HAD NO KNOWLEDGE OF THE MARKS
 FE2628'BEING DESTROYED NOR ANY TIES BEING MADE.  THIS STATION SHOULD BE
 FE2628'CONSIDERED AS LOST.
 FE2628'
 FE2628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES
 FE2628'SOUTHEAST OF HENNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2167 ***********************************************************************
 FZ2167  DESIGNATION -  HAUNTED
 FZ2167  PID         -  FZ2167
 FZ2167  STATE/COUNTY-  TN/JOHNSON
 FZ2167  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ2167
 FZ2167                         *CURRENT SURVEY CONTROL
 FZ2167  ___________________________________________________________________
 FZ2167* NAD 83(1995)-  36 36 14.04391(N)    081 51 21.03193(W)     ADJUSTED  
 FZ2167* NAVD 88     -      1161.     (meters)    3809.     (feet)  SCALED    
 FZ2167  ___________________________________________________________________
 FZ2167  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FZ2167  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ2167
 FZ2167  HORZ ORDER  -  SECOND
 FZ2167
 FZ2167.The horizontal coordinates were established by classical geodetic methods
 FZ2167.and adjusted by the National Geodetic Survey in April 1999..
 FZ2167
 FZ2167.The orthometric height was scaled from a topographic map.
 FZ2167
 FZ2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2167
 FZ2167.The geoid height was determined by GEOID03.
 FZ2167
 FZ2167;                    North         East     Units Scale Factor Converg.
 FZ2167;SPC TN       -   259,775.594   970,686.503   MT  1.00003857   +2 25 34.2
 FZ2167;SPC TN       -   852,280.43  3,184,660.64   sFT  1.00003857   +2 25 34.2
 FZ2167;SPC VA S     - 1,035,362.606 3,199,801.751   MT  1.00003353   -2 02 12.3
 FZ2167;SPC VA S     - 3,396,852.15 10,498,016.24   sFT  1.00003353   -2 02 12.3
 FZ2167;UTM  17      - 4,051,274.190   423,456.523   MT  0.99967218   -0 30 37.2
 FZ2167
 FZ2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2167!SPC TN       -   0.99982270  x   1.00003857  =   0.99986126
 FZ2167!SPC VA S     -   0.99982270  x   1.00003353  =   0.99985622
 FZ2167!UTM  17      -   0.99982270  x   0.99967218  =   0.99949494
 FZ2167
 FZ2167:                Primary Azimuth Mark                     Grid Az
 FZ2167:SPC TN       -  DAMASCUS RESET                           063 46 00.7
 FZ2167:SPC VA S     -  DAMASCUS RESET                           068 13 47.2
 FZ2167:UTM  17      -  DAMASCUS RESET                           066 42 12.1
 FZ2167
 FZ2167|---------------------------------------------------------------------|
 FZ2167| PID    Reference Object                     Distance      Geod. Az  |
 FZ2167|                                                           dddmmss.s |
 FZ2167| FZ2166 DAMASCUS RESET                      APPROX. 2.9 KM 0661134.9 |
 FZ2167| DC3542 HAUNTED RM 1                         11.954 METERS 07645     |
 FZ2167| DC3543 HAUNTED RM 2                         18.322 METERS 17442     |
 FZ2167| DC3541 HAUNTED AZ MK                                      2554544.2 |
 FZ2167|---------------------------------------------------------------------|
 FZ2167
 FZ2167                          SUPERSEDED SURVEY CONTROL
 FZ2167
 FZ2167  NAD 83(1995)-  36 36 14.04402(N)    081 51 21.03205(W) AD(       ) 2
 FZ2167  NAD 83(1995)-  36 36 14.05399(N)    081 51 21.03132(W) AD(       ) 2
 FZ2167  NAD 83(1986)-  36 36 14.05402(N)    081 51 21.03123(W) AD(       ) 2
 FZ2167  NAD 27      -  36 36 13.64212(N)    081 51 21.59941(W) AD(       ) 2
 FZ2167
 FZ2167.Superseded values are not recommended for survey control.
 FZ2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2167.See file dsdata.txt to determine how the superseded data were derived.
 FZ2167
 FZ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2345751274(NAD 83)
 FZ2167_MARKER: DS = TRIANGULATION STATION DISK
 FZ2167_SETTING: 66 = SET IN ROCK OUTCROP
 FZ2167_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FZ2167
 FZ2167  HISTORY     - Date     Condition        Report By
 FZ2167  HISTORY     - 1934     MONUMENTED       CGS
 FZ2167
 FZ2167                          STATION DESCRIPTION
 FZ2167
 FZ2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ2167'ABOUT 4-1/2 MILES SOUTHWEST OF DAMASCUS, VA., 2-1/2 MILES WEST OF
 FZ2167'SUTHERLAND, ON
 FZ2167'HOLSTON MOUNTAIN IN UNAKA NATIONAL FOREST, ON DIVIDE
 FZ2167'WHICH FORMS BOUNDARY BETWEEN
 FZ2167'SULLIVAN AND JOHNSON COUNTIES, JUST
 FZ2167'NORTHEAST OF HAUNTED HOLLOW, IN TOP OF 6-BY
 FZ2167'12-INCH OUTCROP ON
 FZ2167'HIGHEST PART OF NORTHEAST-AND-SOUTHWEST ROCK LEDGE, AND 8 FEET
 FZ2167'WEST-NORTHWEST OF 16-INCH CHESTNUT TREE WITH TRIANGULAR BLAZE ON
 FZ2167'NORTHWEST SIDE.
 FZ2167'TO REACH FROM RAILROAD CROSSING IN DAMASCUS, GO
 FZ2167'NORTHWEST 0.7 MILE ON U.  S.  ROUTE
 FZ2167'58, TURN LEFT ONTO SLATE ROAD AND
 FZ2167'GO 3.2 MILES, TURN LEFT ONTO SIDE ROAD AND GO 0.1 MILE
 FZ2167'TO OLD
 FZ2167'ABANDONED SAWMILL SITE, FOLLOW WELL-DEFINED TRAIL 2 MILES TO RIGHT UP
 FZ2167'RIDGE TO JUNCTION
 FZ2167'WITH TRAIL LEADING ALONG TOP OF RIDGE AT ARROW ON
 FZ2167'RIGHT 2-1/2 MILES TO STATE HIGHWAY,
 FZ2167'TURN RIGHT AND FOLLOW TRAIL 1
 FZ2167'MILE ALONG TOP OF RIDGE TO POINT WHERE TRAIL LEADS
 FZ2167'AROUND HIGH KNOB
 FZ2167'ON LEFT, AND GO LEFT ABOUT 300 FEET TO STATION ON KNOB.  MARKED BY
 FZ2167'STANDARD STATION
 FZ2167'DISK IN ROCK OUTCROP.  REFERENCE MARKS ARE
 FZ2167'STANDARD REFERENCE DISKS IN ROCK
 FZ2167'OUTCROPS.  NO. 1 IS IN
 FZ2167'TOP OF 2-FOOT SQUARE ROCK OUTCROP WHICH SLOPES TO
 FZ2167'SOUTHEAST AND IN
 FZ2167'SAME ROCK LEDGE AS AND 39.22 FEET FROM STATION
 FZ2167'N 76 DEG 45 MIN E.  NO. 2 IS
 FZ2167'IN 1-BY 2-FOOT ROCK OUTCROP ON DOWNWARD SLOPE AND
 FZ2167'60.11 FEET FROM STATION S 5 DEG 18 MIN E.
 FZ2167'AZIMUTH MARK IS
 FZ2167'STANDARD REFERENCE DISK, IN TOP OF 8-BY
 FZ2167'24-INCH BOULDER ON
 FZ2167'TOP OF RIDGE BURIED 5 FEET NORTH-NORTHEAST OF DOUBLE 26-INCH
 FZ2167'CHESTNUT TREE, AND
 FZ2167'150 FEET FROM STATION S 75 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0771 ***********************************************************************
 GA0771  DESIGNATION -  HAWKINS COUNTY MILESTONE
 GA0771  PID         -  GA0771
 GA0771  STATE/COUNTY-  TN/HAWKINS
 GA0771  USGS QUAD   -  BUREM (1976)
 GA0771
 GA0771                         *CURRENT SURVEY CONTROL
 GA0771  ___________________________________________________________________
 GA0771* NAD 83(1995)-  36 25 28.67138(N)    082 58 56.48152(W)     ADJUSTED  
 GA0771* NAVD 88     -       397.653  (meters)    1304.63   (feet)  ADJUSTED  
 GA0771  ___________________________________________________________________
 GA0771  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 GA0771  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0771  DYNAMIC HT  -         397.292 (meters)    1303.45  (feet)  COMP
 GA0771  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 GA0771
 GA0771  HORZ ORDER  -  THIRD
 GA0771  VERT ORDER  -  SECOND    CLASS 0
 GA0771
 GA0771.The horizontal coordinates were established by classical geodetic methods
 GA0771.and adjusted by the National Geodetic Survey in April 1999..
 GA0771
 GA0771.The orthometric height was determined by differential leveling
 GA0771.and adjusted by the National Geodetic Survey in June 1991..
 GA0771
 GA0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0771
 GA0771.The geoid height was determined by GEOID03.
 GA0771
 GA0771.The dynamic height is computed by dividing the NAVD 88
 GA0771.geopotential number by the normal gravity value computed on the
 GA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0771.degrees latitude (g = 980.6199 gals.).
 GA0771
 GA0771.The modeled gravity was interpolated from observed gravity values.
 GA0771
 GA0771;                    North         East     Units Scale Factor Converg.
 GA0771;SPC TN       -   236,204.180   870,573.335   MT  1.00000142   +1 45 59.9
 GA0771;SPC TN       -   774,946.55  2,856,206.02   sFT  1.00000142   +1 45 59.9
 GA0771;UTM  17      - 4,032,873.744   322,287.136   MT  0.99998912   -1 10 38.5
 GA0771
 GA0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0771!SPC TN       -   0.99994251  x   1.00000142  =   0.99994393
 GA0771!UTM  17      -   0.99994251  x   0.99998912  =   0.99993163
 GA0771
 GA0771|---------------------------------------------------------------------|
 GA0771| PID    Reference Object                     Distance      Geod. Az  |
 GA0771|                                                           dddmmss.s |
 GA0771| DB9928 HAWKINS COUNTY MILESTONE RM 1        25.130 METERS 22036     |
 GA0771| DB9929 HAWKINS COUNTY MILESTONE RM 2        24.912 METERS 30101     |
 GA0771| DB9927 HAWKINS COUNTY MILESTONE AZ MK                     3315404.7 |
 GA0771|---------------------------------------------------------------------|
 GA0771
 GA0771                          SUPERSEDED SURVEY CONTROL
 GA0771
 GA0771  NAD 83(1995)-  36 25 28.67557(N)    082 58 56.48487(W) AD(       ) 3
 GA0771  NAD 83(1995)-  36 25 28.68189(N)    082 58 56.48601(W) AD(       ) 3
 GA0771  NAD 83(1995)-  36 25 28.67710(N)    082 58 56.48326(W) AD(       ) 3
 GA0771  NAD 83(1986)-  36 25 28.67961(N)    082 58 56.48415(W) AD(       ) 3
 GA0771  NAD 27      -  36 25 28.33800(N)    082 58 56.89000(W) AD(       ) 3
 GA0771  NGVD 29 (??/??/92)  397.789  (m)         1305.08   (f) ADJ UNCH    2 0
 GA0771
 GA0771.Superseded values are not recommended for survey control.
 GA0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0771.See file dsdata.txt to determine how the superseded data were derived.
 GA0771
 GA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2228732874(NAD 83)
 GA0771_MARKER: DS = TRIANGULATION STATION DISK
 GA0771_SETTING: 0 = UNSPECIFIED SETTING
 GA0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA0771+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 GA0771
 GA0771  HISTORY     - Date     Condition        Report By
 GA0771  HISTORY     - 1941     MONUMENTED       CGS
 GA0771  HISTORY     - 1950     GOOD             TVA
 GA0771  HISTORY     - 1964     GOOD             NGS
 GA0771  HISTORY     - 20040208 GOOD             GEOCAC
 GA0771
 GA0771                          STATION DESCRIPTION
 GA0771
 GA0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GA0771'THE STATION IS A PROMINENT MONUMENT ABOUT 2 MILES NE OF ROGERSVILLE
 GA0771'IN THE TRIANGULAR
 GA0771'PLOT BOUNDED BY THE TRAFFIC LANES AT THE
 GA0771'INTERSECTION OF U.S.  HIGHWAY 11 W
 GA0771'AND STATE HIGHWAY 70.  MARK IS A
 GA0771'2-FOOT MILESTONE INSCRIBED ON THE S FACE NEAR ITS
 GA0771'TOP.  U.S.C.  AND
 GA0771'G.S.  SQUARE GRANITE POST 4-1/2 FEET HIGH WITH THE NAME HAWKINS
 GA0771'COUNTY BENCH MARK
 GA0771'B 55 1934 IS AGAINST ITS BASE ON THE S SIDE.  LEVEL
 GA0771'CONNECTION WAS MADE TO THIS MARK.
 GA0771'IN THE CENTER OF THE GRANITE POST
 GA0771'THERE IS A CIRCULAR BRONZE PLATE INDICATING THE
 GA0771'CARDINAL DIRECTION
 GA0771'AND IN THE CENTER OF THIS PLATE IS A SMALL INDENTATION THAT MARKS
 GA0771'THE STATION
 GA0771'EXACTLY.  ITS ELEVATION IS 397.795 METERS OR 1,305.099 FEET.
 GA0771'
 GA0771'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 GA0771'CONCRETE.
 GA0771'
 GA0771'REFERENCE MARK NO. 1 IS 46.5 FEET NW OF U.S. HIGHWAY 11 W AND 27 FEET
 GA0771'E OF THE CENTER
 GA0771'LINE OF THE WESTERLY BRANCH OF THE STATE HIGHWAY 70,
 GA0771'IT PROJECTS 6 INCHES AND IS
 GA0771'STAMPED HAWKINS COUNTY MILESTONE NO. 1
 GA0771'1941.
 GA0771'
 GA0771'REFERENCE MARK NO. 2 IS 44 FEET SW OF THE CENTER LINE OF THE EASTERLY
 GA0771'BRANCH AND 21 FEET
 GA0771'ESE OF THE CENTER LINE OF THE WESTERLY BRANCH OF
 GA0771'STATE HIGHWAY 70.  IT PROJECTS 6
 GA0771'INCHES AND IS STAMPED HAWKINS COUNTY
 GA0771'MILESTONE NO.  2 1941.
 GA0771'
 GA0771'THE AZIMUTH MARK IS 30 FEET SW OF THE CENTER LINE OF STATE HIGHWAY
 GA0771'70, AND 10 FEET S
 GA0771'OF THE CENTER LINE OF A FIELD ROAD.  IT PROJECTS 3
 GA0771'INCHES AND IS STAMPED HAWKINS COUNTY
 GA0771'MILESTONE 1941.
 GA0771'
 GA0771'TO REACH THE STATION FROM THE POST OFFICE IN ROGERSVILLE, GO E ON
 GA0771'U.S.  HIGHWAY 11 W
 GA0771'FOR 2.0 MILES TO THE JUNCTION WITH STATE HIGHWAY
 GA0771'70 AND STATION.
 GA0771'
 GA0771'LIGHTS ELEVATED 4 FEET AT ROGERSVILLE AND DEVILS NOSE, AND 10 FEET AT
 GA0771'BUNKER HILL TO SEE
 GA0771'FROM A 77-FOOT STEEL TOWER AT HAWKINS COUNTY
 GA0771'MILESTONE.
 GA0771
 GA0771                          STATION RECOVERY (1950)
 GA0771
 GA0771'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (TVA)
 GA0771'ALL MARKS WERE FOUND IN GOOD CONDITION.  DESCRIPTION GOOD.
 GA0771'
 GA0771'THE AZIMUTH MARK IS 12 FEET S 25 DEG E FROM CENTER LINE OF FIELD
 GA0771'ROAD, 35 FEET S 66
 GA0771'DEG W FROM CENTER LINE OF TENN HWY 70, 16.1 FEET S 55
 GA0771'DEG E TO NAIL AND BOTTLE CAP IN
 GA0771'POWER POLE, 50.0 FEET N 66 DEG E TO
 GA0771'NAIL AND BOTTLE CAP IN MAIL BOX POST.  A SIGN SET
 GA0771'1.1 FEET S 60 DEG W
 GA0771'FROM AZIMUTH MARK.
 GA0771
 GA0771                          STATION RECOVERY (1964)
 GA0771
 GA0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA0771'2 MI NE FROM ROGERSVILLE.
 GA0771'IT IS NEAR THE CENTER OF THE GRASSY TRIANGLE BOUNDED BY THE
 GA0771'INTERSECTING LANES OF U.S. HIGHWAY 11 W AND STATE HIGHWAY 70.
 GA0771'THE ELEVATION DETERMINED IS THE SURFACE OF THE BRONZE ORIENTATION
 GA0771'PLATE AT THE SMALL INDENTATION THAT MARKS THE EXACT LOCATION OF
 GA0771'TRIANGULATION STATION HAWKINS COUNTY MILESTONE WHICH IS THE
 GA0771'CENTER OF THE PLATE AND THE 2-FOOT SQUARE GRANITE POST.  THE
 GA0771'GRANITE POST BEARS THE NAME HAWKINS COUNTY MILESTONE NEAR THE
 GA0771'TOP OF ITS SOUTHERN FACE.  THE POINT IS 2 FEET DUE NORTH OF
 GA0771'BENCH MARK B 55 ESTABLISHED IN 1934.
 GA0771
 GA0771                          STATION RECOVERY (2004)
 GA0771
 GA0771'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2592 ***********************************************************************
 GB2592  DESIGNATION -  HAWN
 GB2592  PID         -  GB2592
 GB2592  STATE/COUNTY-  TN/MORGAN
 GB2592  USGS QUAD   -  RUGBY (1984)
 GB2592
 GB2592                         *CURRENT SURVEY CONTROL
 GB2592  ___________________________________________________________________
 GB2592* NAD 83(1995)-  36 17 42.29479(N)    084 39 08.31328(W)     ADJUSTED  
 GB2592* NAVD 88     -       467.2    (meters)    1533.     (feet)  VERTCON   
 GB2592  ___________________________________________________________________
 GB2592  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GB2592  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB2592
 GB2592  HORZ ORDER  -  SECOND
 GB2592
 GB2592.The horizontal coordinates were established by classical geodetic methods
 GB2592.and adjusted by the National Geodetic Survey in April 1999..
 GB2592
 GB2592.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2592
 GB2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2592
 GB2592.The geoid height was determined by GEOID03.
 GB2592
 GB2592;                    North         East     Units Scale Factor Converg.
 GB2592;SPC TN       -   218,490.567   721,052.312   MT  0.99998069   +0 47 20.4
 GB2592;SPC TN       -   716,831.14  2,365,652.46   sFT  0.99998069   +0 47 20.4
 GB2592;UTM  16      - 4,019,235.673   710,818.526   MT  1.00014763   +1 23 24.8
 GB2592
 GB2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2592!SPC TN       -   0.99993122  x   0.99998069  =   0.99991191
 GB2592!UTM  16      -   0.99993122  x   1.00014763  =   1.00007884
 GB2592
 GB2592|---------------------------------------------------------------------|
 GB2592| PID    Reference Object                     Distance      Geod. Az  |
 GB2592|                                                           dddmmss.s |
 GB2592| DB9931 HAWN RM 1                            22.803 METERS 02519     |
 GB2592| DB9930 HAWN AZ MK                                         0381338.4 |
 GB2592| DB9932 HAWN RM 2                            35.510 METERS 26750     |
 GB2592|---------------------------------------------------------------------|
 GB2592
 GB2592                          SUPERSEDED SURVEY CONTROL
 GB2592
 GB2592  NAD 83(1995)-  36 17 42.29799(N)    084 39 08.31383(W) AD(       ) 2
 GB2592  NAD 83(1995)-  36 17 42.30263(N)    084 39 08.31916(W) AD(       ) 2
 GB2592  NAD 83(1986)-  36 17 42.30467(N)    084 39 08.31496(W) AD(       ) 2
 GB2592  NAD 27      -  36 17 42.01810(N)    084 39 08.51202(W) AD(       ) 2
 GB2592  NGVD 29 (07/19/86)  467.3    (m)         1533.     (f) VERT ANG       
 GB2592
 GB2592.Superseded values are not recommended for survey control.
 GB2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2592.See file dsdata.txt to determine how the superseded data were derived.
 GB2592
 GB2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1081919236(NAD 83)
 GB2592_MARKER: DD = SURVEY DISK
 GB2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2592
 GB2592  HISTORY     - Date     Condition        Report By
 GB2592  HISTORY     - 1965     MONUMENTED       TNHD
 GB2592
 GB2592                          STATION DESCRIPTION
 GB2592
 GB2592'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2592'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF SUNBRIGHT.
 GB2592'
 GB2592'TO REACH THE STATION FROM THE POST OFFICE IN SUNBRIGHT, GO 4.2 MILES
 GB2592'NORTHERLY ON U.S. HIGHWAY 27 TO THE MARK ON THE RIGHT AS
 GB2592'DESCRIBED.
 GB2592'
 GB2592'THE STATION IS 49 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GB2592'HIGHWAY 27, 33 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB2592'DRIVE, 12.9 FEET SOUTHEAST OF A WITNESS POST AND SIGN AND 10 FEET
 GB2592'SOUTHEAST OF A 24-INCH OAK TREE. THE SURFACE AND UNDERGROUND
 GB2592'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2592'ARE STAMPED HAWN 1965. THE UNDERGROUND MARK IS ABOUT 30-INCHES
 GB2592'BELOW THE SURFACE. THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH,
 GB2592'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2592'
 GB2592'REFERENCE MARK NO. 1 IS 18 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GB2592'OF U.S. HIGHWAY 27 AND 16 FEET NORTHWEST OF AN 18-INCH OAK
 GB2592'TREE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB2592'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2592'DISK IS STAMPED HAWN RM-1 1965.
 GB2592'
 GB2592'REFERENCE MARK NO. 2 IS 26 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB2592'OF U.S. HIGHWAY 27, 18 FEET EAST OF A 14-INCH PINE TREE, 16 FEET
 GB2592'SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 3 FEET
 GB2592'SOUTHEAST OF A POWER POLE. IT IS A STANDARD TENNESSEE HIGHWAY
 GB2592'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2592'MONUMENT AND THE DISK IS STAMPED HAWN RM-2 1965.
 GB2592'
 GB2592'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GB2592'WOODEN GATE, 12 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB2592'ROAD AND 3 FEET EAST OF A BARBED WIRE FENCE. IT IS A STANDARD
 GB2592'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2592'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HAWN AZI
 GB2592'1965.
 GB2592'
 GB2592'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.25 MILE
 GB2592'NORTHWESTERLY ON U.S. HIGHWAY 27 TO A GRAVELED ROAD ON THE LEFT,
 GB2592'TURN LEFT, NORTH, AND GO 0.15 MILE TO THE MARK ON THE LEFT AS
 GB2592'DESCRIBED.
 GB2592'
 GB2592'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2592'
 GB2592'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1451 ***********************************************************************
 FD1451  DESIGNATION -  HAWTHORNE
 FD1451  PID         -  FD1451
 FD1451  STATE/COUNTY-  TN/BEDFORD
 FD1451  USGS QUAD   -  LYNCHBURG WEST (1982)
 FD1451
 FD1451                         *CURRENT SURVEY CONTROL
 FD1451  ___________________________________________________________________
 FD1451* NAD 83(1995)-  35 21 43.94186(N)    086 29 33.58773(W)     ADJUSTED  
 FD1451* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 FD1451  ___________________________________________________________________
 FD1451  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 FD1451  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FD1451
 FD1451  HORZ ORDER  -  SECOND
 FD1451
 FD1451.The horizontal coordinates were established by classical geodetic methods
 FD1451.and adjusted by the National Geodetic Survey in April 1999..
 FD1451
 FD1451.The orthometric height was scaled from a topographic map.
 FD1451
 FD1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1451
 FD1451.The geoid height was determined by GEOID03.
 FD1451
 FD1451;                    North         East     Units Scale Factor Converg.
 FD1451;SPC TN       -   114,265.961   555,225.745   MT  0.99998209   -0 17 18.3
 FD1451;SPC TN       -   374,887.57  1,821,603.13   sFT  0.99998209   -0 17 18.3
 FD1451;UTM  16      - 3,913,329.643   546,090.589   MT  0.99962618   +0 17 37.0
 FD1451
 FD1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1451!SPC TN       -   0.99994600  x   0.99998209  =   0.99992809
 FD1451!UTM  16      -   0.99994600  x   0.99962618  =   0.99957220
 FD1451
 FD1451|---------------------------------------------------------------------|
 FD1451| PID    Reference Object                     Distance      Geod. Az  |
 FD1451|                                                           dddmmss.s |
 FD1451| CG6009 HAWTHORNE RM 1                       22.787 METERS 12102     |
 FD1451| CG6010 HAWTHORNE RM 2                       28.118 METERS 19826     |
 FD1451| CG6008 HAWTHORNE AZ MK                                    2135748.3 |
 FD1451| FD1454 ADAMS                               APPROX. 8.6 KM 3032055.5 |
 FD1451|---------------------------------------------------------------------|
 FD1451
 FD1451                          SUPERSEDED SURVEY CONTROL
 FD1451
 FD1451  NAD 83(1995)-  35 21 43.94686(N)    086 29 33.58934(W) AD(       ) 2
 FD1451  NAD 83(1995)-  35 21 43.94909(N)    086 29 33.58652(W) AD(       ) 2
 FD1451  NAD 83(1986)-  35 21 43.95344(N)    086 29 33.58607(W) AD(       ) 2
 FD1451  NAD 27      -  35 21 43.67800(N)    086 29 33.60600(W) AD(       ) 2
 FD1451
 FD1451.Superseded values are not recommended for survey control.
 FD1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1451.See file dsdata.txt to determine how the superseded data were derived.
 FD1451
 FD1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4609113330(NAD 83)
 FD1451_MARKER: DS = TRIANGULATION STATION DISK
 FD1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1451
 FD1451  HISTORY     - Date     Condition        Report By
 FD1451  HISTORY     - 1934     MONUMENTED       CGS
 FD1451
 FD1451                          STATION DESCRIPTION
 FD1451
 FD1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1451'ABOUT 9 MILES SOUTH BY WEST OF SHELBYVILLE, 4.5 MILES SOUTH-SOUTHEAST
 FD1451'OF PLEASANT GROVE,
 FD1451'0.75 MILE NORTH BY WEST OF MOUNT HERMAN CHURCH, ON
 FD1451'RIGHT-OF-WAY OF ROAD ALONG TOP OF
 FD1451'RIDGE SAID TO DIVIDE BEDFORD AND
 FD1451'LINCOLN COUNTIES, AND ON PROPERTY ADJOINING THAT OF
 FD1451'MR PIERCE.  TO
 FD1451'REACH FROM COURTHOUSE IN SHELBYVILLE, FOLLOW U S ROUTE 241 SOUTH 7.05
 FD1451'MILES (0.8 MILE
 FD1451'BEYOND SMALL RED HOUSE ON LEFT), TURN LEFT ONTO
 FD1451'GRAVEL FORK, GO 1.95 MILES, TURN
 FD1451'SHARPLY TO LEFT, PAST CEDAR GROVE
 FD1451'SETTLEMENT ONTO CROSSROAD ALONG TOP OF RIDGE, GO
 FD1451'0.3 MILE TO SHARP
 FD1451'LEFT TURN WITH SMALL LOG CABIN ON RIGHT, AND CONTINUE 0.1 MILE TO
 FD1451'RIGHT TURN AND
 FD1451'STATION SITE 26.8 FEET NORTH-NORTHWEST OF MOUNT HERMAN
 FD1451'ROAD, 3.7 FEET EAST-SOUTHEAST OF
 FD1451'LARGE CORNER FENCE POST, AND 1.5
 FD1451'FEET SOUTH OF WIRE FENCE.  SURFACE AND UNDERGROUND
 FD1451'MARKS ARE STANDARD
 FD1451'STATION DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 FD1451'MARKS ARE STANDARD
 FD1451'REFERENCE DISKS IN CONCRETE.  NO.  1 IS
 FD1451'ON EDGE OF FIELD, 21 FEET SOUTH OF
 FD1451'CENTER LINE OF ROAD, AND 74.76
 FD1451'FEET FROM STATION S 58 DEG 58 MIN E.  NO.  2
 FD1451'IS ON EDGE OF
 FD1451'FIELD, 18 FEET EAST OF CENTER LINE OF ROAD, 3 FEET EAST OF FENCE
 FD1451'LINE, AND 92.25
 FD1451'FEET FROM STATION S 18 DEG 26 MIN W.  AZIMUTH
 FD1451'MARK IS NEAR WALTER MURRAYS LOG
 FD1451'CABIN, 9 YARDS SOUTH OF CENTER LINE
 FD1451'OF ROAD, ABOUT 5 YARDS NORTHWEST OF 15-INCH
 FD1451'LOCUST, AND 0.1 MILE FROM
 FD1451'STATION S 33 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2438 ***********************************************************************
 GB2438  DESIGNATION -  HAYDEN
 GB2438  PID         -  GB2438
 GB2438  STATE/COUNTY-  TN/JACKSON
 GB2438  USGS QUAD   -  WILLETTE (1968)
 GB2438
 GB2438                         *CURRENT SURVEY CONTROL
 GB2438  ___________________________________________________________________
 GB2438* NAD 83(1995)-  36 25 15.90540(N)    085 45 16.29623(W)     ADJUSTED  
 GB2438* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2438  ___________________________________________________________________
 GB2438  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 GB2438  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB2438
 GB2438  HORZ ORDER  -  SECOND
 GB2438
 GB2438.The horizontal coordinates were established by classical geodetic methods
 GB2438.and adjusted by the National Geodetic Survey in April 1999..
 GB2438
 GB2438.The orthometric height was scaled from a topographic map.
 GB2438
 GB2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2438
 GB2438.The geoid height was determined by GEOID03.
 GB2438
 GB2438;                    North         East     Units Scale Factor Converg.
 GB2438;SPC TN       -   231,666.551   622,014.510   MT  1.00000079   +0 08 37.4
 GB2438;SPC TN       -   760,059.34  2,040,725.94   sFT  1.00000079   +0 08 37.4
 GB2438;UTM  16      - 4,031,375.130   611,654.384   MT  0.99975360   +0 44 22.3
 GB2438
 GB2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2438!SPC TN       -   0.99995546  x   1.00000079  =   0.99995625
 GB2438!UTM  16      -   0.99995546  x   0.99975360  =   0.99970907
 GB2438
 GB2438|---------------------------------------------------------------------|
 GB2438| PID    Reference Object                     Distance      Geod. Az  |
 GB2438|                                                           dddmmss.s |
 GB2438| CG6014 HAYDEN RM 3                           6.746 METERS 17548     |
 GB2438| CG6012 HAYDEN RM 1                          29.550 METERS 18543     |
 GB2438| CG6011 HAYDEN AZ MK                                       2025120.7 |
 GB2438| CG6013 HAYDEN RM 2                          30.809 METERS 24020     |
 GB2438| CG6015 HAYDEN RM 4                          30.410 METERS 31236     |
 GB2438|---------------------------------------------------------------------|
 GB2438
 GB2438                          SUPERSEDED SURVEY CONTROL
 GB2438
 GB2438  NAD 83(1995)-  36 25 15.90702(N)    085 45 16.29767(W) AD(       ) 2
 GB2438  NAD 83(1995)-  36 25 15.91239(N)    085 45 16.30056(W) AD(       ) 2
 GB2438  NAD 83(1986)-  36 25 15.91575(N)    085 45 16.29930(W) AD(       ) 2
 GB2438  NAD 27      -  36 25 15.70500(N)    085 45 16.37100(W) AD(       ) 2
 GB2438
 GB2438.Superseded values are not recommended for survey control.
 GB2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2438.See file dsdata.txt to determine how the superseded data were derived.
 GB2438
 GB2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1165431375(NAD 83)
 GB2438_MARKER: DS = TRIANGULATION STATION DISK
 GB2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2438
 GB2438  HISTORY     - Date     Condition        Report By
 GB2438  HISTORY     - 1950     MONUMENTED       CGS
 GB2438  HISTORY     - 1977     GOOD             NGS
 GB2438
 GB2438                          STATION DESCRIPTION
 GB2438
 GB2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2438'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF GAINESBORO AND 4 MILES
 GB2438'SOUTH OF NORTH SPRINGS. IT IS 20 FEET NORTH OF THE CENTER OF THE
 GB2438'ROAD, 26 FEET WEST OF THE SOUTH WEST CORNER OF THE BARN AND 8 FEET
 GB2438'NORTH OF A WHITE WITNESS POST. THE MARK IS FLUSH WITH THE GROUND
 GB2438'AND THE DISK IS STAMPED HAYDEN 1950.
 GB2438'
 GB2438'REFERENCE MARK NO. 1 IS 63 FEET SOUTH OF THE CENTER OF THE ROAD, 33
 GB2438'FEET WEST OF A FENCE AND 7 FEET EAST OF THE CENTER OF A LANE. THE
 GB2438'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HAYDEN NO. 1
 GB2438'1950.
 GB2438'
 GB2438'REFERENCE MARK NO. 2 IS 10 FEET NORTH OF THE CENTER OF THE ROAD. THE
 GB2438'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HAYDEN
 GB2438'NO. 2 1950.
 GB2438'
 GB2438'AZIMUTH MARK IS 34 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GREEN
 GB2438'SHINGLE HOUSE AND 4 FEET EAST OF A WHITE WITNESS POST IN A
 GB2438'FENCELINE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GB2438'HAYDEN 1950.
 GB2438'
 GB2438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 56 AND A
 GB2438'COUNTY ROAD AND THE NORTH SPRINGS SCHOOL IN THE NORTHEAST
 GB2438'ANGLE, GO SOUTH ON GRAVEL ROAD, CROSSING A LARGE STEEL BRIDGE, FOR
 GB2438'0.1 MILE TO A T-ROAD INTERSECTION, TURN RIGHT AND GO UP SKAGGS
 GB2438'CREEK FOR 3.8 MILES TO A T-ROAD AT THE TOP OF THE RIDGE, TURN LEFT
 GB2438'AND GO 0.4 MILE TO A FORK, KEEP LEFT FORK AND GO 0.1 MILE TO A
 GB2438'LANE RIGHT AND A BARN ON THE LEFT AND STATION AS DESCRIBED. TURN
 GB2438'RIGHT AND FOLLOW LANE 0.3 MILE TO A GREEN SHINGLE HOUSE AND THE
 GB2438'AZIMUTH MARK AS DESCRIBED.
 GB2438'
 GB2438'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2438
 GB2438                          STATION RECOVERY (1977)
 GB2438
 GB2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GB2438'THE STATION MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.
 GB2438'BOTH REFERENCE MARKS WERE FOUND UPROOTED AND THE DISK WERE SALVAGED.
 GB2438'THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND AND COULD
 GB2438'POSSIBLY BE DESTROYED.  REFERENCE MARKS 3 AND 4 ALONG WITH A NEW
 GB2438'AZIMUTH MARK WERE SET AND A POLARIS OBSERVATION TAKEN ON THE
 GB2438'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 GB2438'
 GB2438'THE STATION MARK IS ON THE PROPERTY OF MR. ELDON WITCHER, QUALLS
 GB2438'AVE., GAINESBORO TENN., 17 FEET NORTH OF THE CENTERLINE OF PAVED
 GB2438'ROAD, 24 FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 59 FEET EAST
 GB2438'OF THE EXTENDED CENTERLINE OF A LANE AND 120 FEET NORTHEAST OF A
 GB2438'POWER POLE.  THE MONUMENT IS 3 INCHES UNDERGROUND AND THE DISK IS
 GB2438'STAMPED HAYDEN 1950.
 GB2438'
 GB2438'TO REACH THE STATION FROM THE NORTH SPRINGS SCHOOL AT NORTH SPRINGS,
 GB2438'GO SOUTH ON GRAVEL ROAD FOR 0.1 MILE, CROSSING A STEEL BRIDGE TO A
 GB2438'GRAVELED T-ROAD.  TURN RIGHT ON THE GRAVELED ROAD FOLLOWING SKAGGS
 GB2438'CREEK FOR 3.8 MILES TO A PAVED T-ROAD AT THE TOP OF A RIDGE.  TURN
 GB2438'LEFT AND GO EASTERLY ON THE PAVED ROAD FOR 0.5 MILE TO THE
 GB2438'STATION ON THE LEFT.  CONTINUE EASTERLY ON THE PAVED ROAD FOR 0.3
 GB2438'MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB2438'
 GB2438'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GB2438'MAGNETS, STAMPED HAYDEN 1950 NO 3 1977, PROJECTING 3 INCHES, 2 FEET
 GB2438'WEST OF THE SOUTHWEST CORNER OF THE BARN AND 14 FEET NORTH OF THE
 GB2438'CENTERLINE OF THE ROAD.
 GB2438'
 GB2438'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GB2438'MAGNETS, STAMPED HAYDEN 1950 NO 4 1977, 6 INCHES WEST OF POWER POLE
 GB2438'GUY WIRE, 13 FEET WEST OF THE CENTERLINE OF FARM LANE, 53 FEET
 GB2438'SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND 22 FEET NORTHEAST
 GB2438'OF A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES.
 GB2438'
 GB2438'THE AZIMUTH MARK IS A STANDARD PRE-CAST ALUMINUM REFERENCE MARK
 GB2438'MONUMENT AND DISK REINFORCED WITH CONCRETE, STAMPED HAYDEN 1950 AZ
 GB2438'NO 2 1977, 17 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH
 GB2438'OF A METAL WITNESS POST, 2 FEET WEST OF A GUYED TELEPHONE POLE AND
 GB2438'2 FEET WEST OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES.
 GB2438'
 GB2438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES SOUTH
 GB2438'OF NORTH SPRINGS.
 GB2438'
 GB2438'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2073 ***********************************************************************
 GC2073  DESIGNATION -  HAYESVILLE
 GC2073  PID         -  GC2073
 GC2073  STATE/COUNTY-  TN/MACON
 GC2073  USGS QUAD   -  HOLLAND (1965)
 GC2073
 GC2073                         *CURRENT SURVEY CONTROL
 GC2073  ___________________________________________________________________
 GC2073* NAD 83(1995)-  36 38 01.97436(N)    086 05 40.15029(W)     ADJUSTED  
 GC2073* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 GC2073  ___________________________________________________________________
 GC2073  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 GC2073  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GC2073
 GC2073  HORZ ORDER  -  THIRD
 GC2073
 GC2073.The horizontal coordinates were established by classical geodetic methods
 GC2073.and adjusted by the National Geodetic Survey in April 1999..
 GC2073
 GC2073.The orthometric height was scaled from a topographic map.
 GC2073
 GC2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2073
 GC2073.The geoid height was determined by GEOID03.
 GC2073
 GC2073;                    North         East     Units Scale Factor Converg.
 GC2073;SPC TN       -   255,257.366   591,549.089   MT  1.00004574   -0 03 19.1
 GC2073;SPC TN       -   837,456.87  1,940,773.97   sFT  1.00004574   -0 03 19.1
 GC2073;SPC KY1Z     - 1,033,414.749 1,469,186.143   MT  1.00013782   -0 12 41.4
 GC2073;SPC KY1Z     - 3,390,461.56  4,820,154.87   sFT  1.00013782   -0 12 41.4
 GC2073;SPC KY S     -   533,409.290   469,189.786   MT  1.00001954   -0 12 32.1
 GC2073;SPC KY S     - 1,750,026.98  1,539,333.49   sFT  1.00001954   -0 12 32.1
 GC2073;UTM  16      - 4,054,640.673   580,954.679   MT  0.99968074   +0 32 25.3
 GC2073
 GC2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2073!SPC TN       -   0.99996232  x   1.00004574  =   1.00000806
 GC2073!SPC KY1Z     -   0.99996232  x   1.00013782  =   1.00010014
 GC2073!SPC KY S     -   0.99996232  x   1.00001954  =   0.99998186
 GC2073!UTM  16      -   0.99996232  x   0.99968074  =   0.99964307
 GC2073
 GC2073:                Primary Azimuth Mark                     Grid Az
 GC2073:SPC TN       -  HAYESVILLE AZ MK                         035 15 28.8
 GC2073:SPC KY1Z     -  HAYESVILLE AZ MK                         035 24 51.1
 GC2073:SPC KY S     -  HAYESVILLE AZ MK                         035 24 41.8
 GC2073:UTM  16      -  HAYESVILLE AZ MK                         034 39 44.4
 GC2073
 GC2073|---------------------------------------------------------------------|
 GC2073| PID    Reference Object                     Distance      Geod. Az  |
 GC2073|                                                           dddmmss.s |
 GC2073| CG6016 HAYESVILLE AZ MK                                   0351209.7 |
 GC2073| CG6017 HAYESVILLE RM 1                      26.975 METERS 19451     |
 GC2073| CG6019 HAYESVILLE RM 3                      26.975 METERS 19501     |
 GC2073| GC2080 CLIFTY                              APPROX.11.8 KM 2030930.1 |
 GC2073| CG6018 HAYESVILLE RM 2                      15.240 METERS 25507     |
 GC2073|---------------------------------------------------------------------|
 GC2073
 GC2073                          SUPERSEDED SURVEY CONTROL
 GC2073
 GC2073  NAD 83(1995)-  36 38 01.97466(N)    086 05 40.15074(W) AD(       ) 3
 GC2073  NAD 83(1995)-  36 38 01.98438(N)    086 05 40.15439(W) AD(       ) 3
 GC2073  NAD 83(1986)-  36 38 01.98427(N)    086 05 40.15437(W) AD(       ) 3
 GC2073  NAD 27      -  36 38 01.80400(N)    086 05 40.21400(W) AD(       ) 3
 GC2073
 GC2073.Superseded values are not recommended for survey control.
 GC2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2073.See file dsdata.txt to determine how the superseded data were derived.
 GC2073
 GC2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8095554641(NAD 83)
 GC2073_MARKER: DS = TRIANGULATION STATION DISK
 GC2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2073
 GC2073  HISTORY     - Date     Condition        Report By
 GC2073  HISTORY     - 1950     MONUMENTED       CGS
 GC2073  HISTORY     - 1978     GOOD             NGS
 GC2073
 GC2073                          STATION DESCRIPTION
 GC2073
 GC2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2073'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF WESTMORELAND AND 9
 GC2073'MILES NORTHWEST OF LAFAYETTE AT A Y ROAD INTERSECTION, JUST SOUTH OF
 GC2073'THE TENNESSEE-KENTUCKY STATE LINE. IT IS 272 FEET SOUTH OF A GRAVEL T
 GC2073'ROAD INTERSECTION (TENNESSEE- KENTUCKY STATE LINE), 37 FEET
 GC2073'WEST OF CENTER OF STATE HIGHWAY 10, 29 FEET EAST OF CENTER OF A DIRT
 GC2073'ROAD AND 9 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS
 GC2073'ABOUT 4 INCHES AND THE DISK IS STAMPED HAYESVILLE 1950.
 GC2073'
 GC2073'REFERENCE MARK NO.1 IS 20 FEET EAST OF CENTER OF DIRT ROAD. THE MARK
 GC2073'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HAYESVILLE NO 1
 GC2073'1950.
 GC2073'
 GC2073'REFERENCE MARK NO.2 IS 15 FEET WEST OF CENTER OF DIRT ROAD AND 2 FEET
 GC2073'SOUTH OF A POWER POLE. THE MARK IS FLUSH WITH THE GROUND AND THE
 GC2073'DISK IS STAMPED HAYESVILLE NO 2 1950.
 GC2073'
 GC2073'AZIMUTH MARK IS 30 FEET EAST OF CENTER OF KENTUCKY STATE HIGHWAY 99,
 GC2073'2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE
 GC2073'LINE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GC2073'HAYESVILLE 1950.
 GC2073'
 GC2073'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 10 IN
 GC2073'LAFAYETTE, GO NORTH FOR 0.05 MILE, TURN LEFT AND GO NORTH AND WEST
 GC2073'ON HIGHWAY 10 FOR 9.2 MILES TO A Y ROAD INTERSECTION AND STATION ON
 GC2073'LEFT AS DECRIBED.
 GC2073'
 GC2073'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON HIGHWAY 10 FOR 0.05
 GC2073'MILE TO THE TENNESSEE-KENTUCKY STATE LINE, CONTINUE NORTH ON
 GC2073'KENTUCKY STATE HIGHWAY 99 FOR 0.45 MILE TO THE AZIMUTH MARK ON RIGHT
 GC2073'AS DESCRIBED.
 GC2073'
 GC2073'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2073
 GC2073                          STATION RECOVERY (1978)
 GC2073
 GC2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GC2073'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 GC2073'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE DISK GONE AND A
 GC2073'NEW DISK FOR REFERENCE MARK 3 WAS SET IN THE MONUMENT.  THE LINE OF
 GC2073'SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY TREES.  THE DISTANCE TO
 GC2073'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 GC2073'
 GC2073'THE STATION IS LOCATED JUST SOUTH OF THE TENNESSEE-KENTUCKY STATE
 GC2073'LINE IN A Y INTERSECTION FORMED BY ROADS AND ON THE PROPERTY OF THE
 GC2073'STATE.  IT IS 28 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 GC2073'37 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 10, 1 FOOT
 GC2073'NORTH OF A METAL WITNESS POST AND 51 FEET NORTHEAST OF A POWER
 GC2073'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GC2073'HAYESVILLE 1950.
 GC2073'
 GC2073'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 52 IN
 GC2073'LAFAYETTE, GO NORTH FOR 0.05 MILE THEN TURN LEFT AND GO NORTH AND
 GC2073'WEST ON STATE HIGHWAY 10 FOR 9.2 MILES TO THE STATION.  TO REACH THE
 GC2073'AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 10 FOR 0.05
 GC2073'MILE TO THE KENTUCKY STATE LINE.  CONTINUE NORTH ON STATE HIGHWAY 99
 GC2073'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC2073'
 GC2073'REFERENCE MARK 2 IS 19 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 GC2073'2 FEET SOUTH OF A POWER POLE AND 17 FEET EAST OF A 10 INCH MAPLE
 GC2073'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HAYESVILLE NO
 GC2073'2 1950.
 GC2073'
 GC2073'REFERENCE MARK 3 IS 23 FEET EAST OF THE CENTERLINE OF THE PAVED
 GC2073'ROAD, 12 FEET NORTHWEST OF A 10 INCH PEAR TREE AND 1 FOOT NORTH OF A
 GC2073'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GC2073'HAYESVILLE 1950 NO 3 1978.
 GC2073'
 GC2073'THE AZIMUTH MARK IS 13 FEET SOUTHWEST OF A 10 INCH CEDAR TREE, 16
 GC2073'FEET NORTH OF A 12 INCH LOCUST TREE AND 30 FEET EAST OF THE
 GC2073'CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GC2073'DISK IS STAMPED HAYESVILLE 1950.
 GC2073'
 GC2073'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GC2073'
 GC2073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 GC2073'NORTHWEST OF LAFAYETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1144 ***********************************************************************
 GD1144  DESIGNATION -  HAYNES
 GD1144  PID         -  GD1144
 GD1144  STATE/COUNTY-  TN/LAKE
 GD1144  USGS QUAD   -  RIDGELY (1981)
 GD1144
 GD1144                         *CURRENT SURVEY CONTROL
 GD1144  ___________________________________________________________________
 GD1144* NAD 83(1995)-  36 18 24.92699(N)    089 27 47.43754(W)     ADJUSTED  
 GD1144* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 GD1144  ___________________________________________________________________
 GD1144  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GD1144  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1144
 GD1144  HORZ ORDER  -  THIRD
 GD1144
 GD1144.The horizontal coordinates were established by classical geodetic methods
 GD1144.and adjusted by the National Geodetic Survey in April 1999..
 GD1144
 GD1144.The orthometric height was scaled from a topographic map.
 GD1144
 GD1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1144
 GD1144.The geoid height was determined by GEOID03.
 GD1144
 GD1144;                    North         East     Units Scale Factor Converg.
 GD1144;SPC TN       -   224,473.693   289,031.999   MT  0.99998238   -2 01 38.9
 GD1144;SPC TN       -   736,460.77    948,265.82   sFT  0.99998238   -2 01 38.9
 GD1144;UTM  16      - 4,020,807.507   278,842.583   MT  1.00020267   -1 27 32.6
 GD1144
 GD1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1144!SPC TN       -   0.99999063  x   0.99998238  =   0.99997301
 GD1144!UTM  16      -   0.99999063  x   1.00020267  =   1.00019330
 GD1144
 GD1144|---------------------------------------------------------------------|
 GD1144| PID    Reference Object                     Distance      Geod. Az  |
 GD1144|                                                           dddmmss.s |
 GD1144| GD1142 HAYNES RM 1                           8.117 METERS 09234     |
 GD1144| GD1143 HAYNES RM 2                           7.222 METERS 28116     |
 GD1144| GD1141 HAYNES AZ MK                                       2975613.5 |
 GD1144|---------------------------------------------------------------------|
 GD1144
 GD1144                          SUPERSEDED SURVEY CONTROL
 GD1144
 GD1144  NAD 83(1995)-  36 18 24.93195(N)    089 27 47.43745(W) AD(       ) 3
 GD1144  NAD 83(1995)-  36 18 24.93387(N)    089 27 47.43901(W) AD(       ) 3
 GD1144  NAD 83(1986)-  36 18 24.93827(N)    089 27 47.43715(W) AD(       ) 3
 GD1144  NAD 27      -  36 18 24.69760(N)    089 27 47.17050(W) AD(       ) 3
 GD1144
 GD1144.Superseded values are not recommended for survey control.
 GD1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1144.See file dsdata.txt to determine how the superseded data were derived.
 GD1144
 GD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7884320808(NAD 83)
 GD1144_MARKER: DS = TRIANGULATION STATION DISK
 GD1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1144+STABILITY: SURFACE MOTION
 GD1144
 GD1144  HISTORY     - Date     Condition        Report By
 GD1144  HISTORY     - 1959     MONUMENTED       CGS
 GD1144  HISTORY     - 1967     GOOD             CGS
 GD1144  HISTORY     - 1974     GOOD             NGS
 GD1144
 GD1144                          STATION DESCRIPTION
 GD1144
 GD1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1144'THE STATION IS ABOUT 4 MILES NORTH OF RIDGELY, ABOUT 7 MILES SOUTH OF
 GD1144'TIPTONVILLE AND IS ON THE ROAD RIGHT-OF-WAY.  IT IS 25 FEET SOUTH OF
 GD1144'THE CENTERLINE OF A BLACKTOP ROAD, 106 FEET SOUTHEAST OF A POWER
 GD1144'POLE, 16 FEET SOUTHWEST OF A 12 INCH ELM TREE, 3 FEET SOUTHWEST OF A
 GD1144'WHITE WITNESS POST AND 302 FEET SOUTHEAST OF THE INTERSECTION OF A
 GD1144'BLACKTOP ROAD AND A DIRT ROAD.  THE MONUMENT IS 12 INCHES BELOW THE
 GD1144'SURFACE OF THE GROUND AND IS STAMPED HAYNES 1959.
 GD1144'
 GD1144'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GD1144'STATE HIGHWAY 78 AND EAST POPLAR STREET IN RIDGELY, GO NORTH ON
 GD1144'STATE HIGHWAY 78 FOR 3.0 MILES TO A BLACKTOP ROAD RIGHT.  TURN
 GD1144'RIGHT, GO EAST ON THE BLACKTOP ROAD FOR 0.7 MILE TO THE STATION
 GD1144'ON THE RIGHT AS DESCRIBED.
 GD1144'
 GD1144'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE BLACKTOP
 GD1144'ROAD FOR 0.7 MILE TO STATE HIGHWAY 78.  TURN RIGHT, GO NORTH ON
 GD1144'STATE HIGHWAY 78 FOR 0.3 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 GD1144'
 GD1144'REFERENCE MARK 1 IS 22 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP
 GD1144'ROAD, 24 FEET EAST OF A WHITE WITNESS POST AND 10 FEET EAST OF A 12
 GD1144'INCH ELM TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1144'HAYNES NO 1 1959.
 GD1144'
 GD1144'REFERENCE MARK 2 IS 23 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP
 GD1144'ROAD AND 26 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 GD1144'AND THE DISK IS STAMPED HAYNES NO 2 1959.
 GD1144'
 GD1144'THE AZIMUTH MARK IS 44 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 GD1144'78, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A POWER
 GD1144'POLE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GD1144'HAYNES 1959.
 GD1144'
 GD1144'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1144
 GD1144                          STATION RECOVERY (1967)
 GD1144
 GD1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1144'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1144'DUE TO THE LOCATION OF THE STATION AND ALL MARKS AT THE VERY EDGE OF
 GD1144'A CULTIVATED FIELD, METAL WITNESS POST AND SIGNS WERE SET AT ALL
 GD1144'MARKS.
 GD1144'
 GD1144'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1144'
 GD1144'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF A BLACKTOP ROAD
 GD1144'ABOUT 7 MILES SOUTH OF TIPTONVILLE AND ABOUT 4 MILES NORTH OF
 GD1144'RIDGELY.
 GD1144'
 GD1144'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GD1144'STATE ROUTE 78 AND EAST POPLAR STREET IN RIDGELY, GO NORTH ON STATE
 GD1144'ROUTE 78 FOR 3.0 MILES TO A BLACKTOP ROAD ON THE RIGHT, HERE TURN
 GD1144'RIGHT AND GO EAST ON THE BLACKTOP ROAD FOR 0.7 MILE TO THE STATION
 GD1144'ON THE RIGHT AS DESCRIBED.
 GD1144'
 GD1144'THE STATION IS ABOUT 302 FEET SOUTHEAST OF THE INTERSECTION OF THE
 GD1144'BLACKTOP ROAD AND A DIRT FIELD ROAD, 106 FEET SOUTHEAST OF POWERLINE
 GD1144'POLE NO. 532, 25 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GD1144'BLACKTOP ROAD, 16 FEET SOUTHWEST OF A 12-INCH ELM TREE, AND 0.7 OF A
 GD1144'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1144'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 12
 GD1144'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GD1144'HAYNES 1959.
 GD1144'
 GD1144'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1144'THE BLACKTOP ROAD, 10 FEET EAST OF A 12-INCH ELM TREE AND 0.7 OF A
 GD1144'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1144'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2
 GD1144'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GD1144'HAYNES NO 1 1959.
 GD1144'
 GD1144'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1144'THE BLACKTOP ROAD AND 0.7 OF A FOOT NORTH OF A METAL WITNESS POST
 GD1144'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GD1144'SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SURFACE OF
 GD1144'THE GROUND AND THE DISK IS STAMPED HAYNES NO 2 1959.
 GD1144'
 GD1144'DUE TO NUMEROUS TREES ON LINE THE HORIZONTAL DISTANCE BETWEEN
 GD1144'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 COULD NOT BE MEASURED.
 GD1144'1959 MEASUREMENTS BETWEEN THE REFERENCE MARKS WAS 50.13 FEET
 GD1144'-15.280 METERS.
 GD1144'
 GD1144'THE AZIMUTH MARK IS 44 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 GD1144'ROUTE 78, 1 FOOT SOUTH OF A POWERLINE POLE AND 0.7 OF A FOOT EAST
 GD1144'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1144'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2
 GD1144'INCHES AND THE DISK IS STAMPED HAYNES 1959.
 GD1144'
 GD1144'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE BLACKTOP
 GD1144'ROAD FOR 0.7 MILE TO STATE ROUTE 78.  HERE TURN RIGHT ON STATE ROUTE
 GD1144'78 AND GO NORTH FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GD1144'
 GD1144'NOTE - THIS WAS NOT AN OCCUPIED STATION.
 GD1144
 GD1144                          STATION RECOVERY (1974)
 GD1144
 GD1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1144'THE STATION, R. M. 1, R. M. 2 AND THE AZIMUTH MARK WERE RECOVERED.
 GD1144'R. M. 2 WAS FOUND IN POOR CONDITION, THE STATION, R. M. 1 AND THE
 GD1144'AZIMUTH WAS IN GOOD CONDITION, BUT ONLY THE AZIMUTH WAS LEVELED
 GD1144'OVER DURING THE 1974 RELEVELING.
 GD1144'
 GD1144'TO REACH GO 3.7 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE
 GD1144'COUNTY COMMISSION OFFICE BUILDING, THENCE 0.7 MILE EAST ALONG A
 GD1144'BLACK TOP ROAD.
 GD1144'
 GD1144'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 GD1144'HAYNES 1959.  25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16.2
 GD1144'FEET SOUTHWEST OF AN 18-INCH ELM TREE, 1 FOOT NORTH OF A WITNESS
 GD1144'POST, IN A CONCRETE POST.  R. M. 1 IS A C AND GS REFERENCE MARK
 GD1144'DISK, STAMPED HAYNES NO 1 1959.  26.63 FEET EAST OF THE STATION,
 GD1144'IN A CONCRETE POST.
 GD1144'
 GD1144'R. M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED HAYNES NO 2 1959.
 GD1144'23.70 FEET WEST OF THE STATION, IN A CONCRETE POST.  THE CONCRETE
 GD1144'POST IS ON THE EDGE OF A DITCH WITH ABOUT 2-1/2 FEET OF THE POST
 GD1144'EXPOSED.
 GD1144'
 GD1144'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED HAYNES 1959.
 GD1144'ABOUT 0.7 MILE SOUTH OF THE STATION, 44.7 FEET EAST OF THE CENTER
 GD1144'LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A POWER POLE, IN A CONCRETE
 GD1144'POST.
 GD1144'
 GD1144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 GD1144'NORTH OF RIDGELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1141 ***********************************************************************
 GD1141  DESIGNATION -  HAYNES AZ MK
 GD1141  PID         -  GD1141
 GD1141  STATE/COUNTY-  TN/LAKE
 GD1141  USGS QUAD   -  RIDGELY (1981)
 GD1141
 GD1141                         *CURRENT SURVEY CONTROL
 GD1141  ___________________________________________________________________
 GD1141* NAD 83(1986)-  36 18 43.     (N)    089 28 32.     (W)     SCALED    
 GD1141* NAVD 88     -        86.290  (meters)     283.10   (feet)  ADJUSTED  
 GD1141  ___________________________________________________________________
 GD1141  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1141  DYNAMIC HT  -          86.220 (meters)     282.87  (feet)  COMP
 GD1141  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GD1141
 GD1141  VERT ORDER  -  FIRST     CLASS I
 GD1141
 GD1141.The horizontal coordinates were scaled from a topographic map and have
 GD1141.an estimated accuracy of +/- 6 seconds.
 GD1141
 GD1141.The orthometric height was determined by differential leveling
 GD1141.and adjusted by the National Geodetic Survey in June 1991..
 GD1141
 GD1141.The geoid height was determined by GEOID03.
 GD1141
 GD1141.The dynamic height is computed by dividing the NAVD 88
 GD1141.geopotential number by the normal gravity value computed on the
 GD1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1141.degrees latitude (g = 980.6199 gals.).
 GD1141
 GD1141.The modeled gravity was interpolated from observed gravity values.
 GD1141
 GD1141;                    North         East    Units  Estimated Accuracy
 GD1141;SPC TN       -   225,070.      287,940.      MT  (+/- 180 meters Scaled)
 GD1141
 GD1141                          SUPERSEDED SURVEY CONTROL
 GD1141
 GD1141  NGVD 29 (??/??/??)   86.216  (m)          282.86   (f) ADJUSTED    1 1
 GD1141
 GD1141.Superseded values are not recommended for survey control.
 GD1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1141.See file dsdata.txt to determine how the superseded data were derived.
 GD1141
 GD1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF777213(NAD 83)
 GD1141_MARKER: DZ = AZIMUTH MARK DISK
 GD1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1141_STAMPING: HAYNES 1959
 GD1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1141+STABILITY: SURFACE MOTION
 GD1141
 GD1141  HISTORY     - Date     Condition        Report By
 GD1141  HISTORY     - 1959     MONUMENTED       CGS
 GD1141  HISTORY     - 1974     GOOD             NGS
 GD1141  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD1141
 GD1141                          STATION DESCRIPTION
 GD1141
 GD1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1141'3.30 MI N FROM RIDGELY.
 GD1141'ABOUT 3.30 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1141'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, 44.7 FEET EAST OF THE
 GD1141'CENTER LINE OF THE HIGHWAY, 1.1 FEET SOUTH OF A POWER POLE, 0.8 FOOT
 GD1141'EAST OF A METAL WITNESS POST, 1.5 FOOT BELOW LEVEL OF THE HIGHWAY AND
 GD1141'IN THE TOP OF A CONCRETE POST 0.6 FOOT BELOW GROUND.
 GD1141
 GD1141                          STATION RECOVERY (2002)
 GD1141
 GD1141'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1141'SUSPECTED DESTROYED DUE TO DITCH WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0967 ***********************************************************************
 FE0967  DESIGNATION -  HAYS
 FE0967  PID         -  FE0967
 FE0967  STATE/COUNTY-  TN/FAYETTE
 FE0967  USGS QUAD   -  MOSCOW (1965)
 FE0967
 FE0967                         *CURRENT SURVEY CONTROL
 FE0967  ___________________________________________________________________
 FE0967* NAD 83(1986)-  35 03 39.     (N)    089 28 00.     (W)     SCALED    
 FE0967* NAVD 88     -       103.552  (meters)     339.74   (feet)  ADJUSTED  
 FE0967  ___________________________________________________________________
 FE0967  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0967  DYNAMIC HT  -         103.455 (meters)     339.42  (feet)  COMP
 FE0967  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 FE0967
 FE0967  VERT ORDER  -  FIRST     CLASS II
 FE0967
 FE0967.The horizontal coordinates were scaled from a topographic map and have
 FE0967.an estimated accuracy of +/- 6 seconds.
 FE0967
 FE0967.The orthometric height was determined by differential leveling
 FE0967.and adjusted by the National Geodetic Survey in June 1991..
 FE0967
 FE0967.The geoid height was determined by GEOID03.
 FE0967
 FE0967.The dynamic height is computed by dividing the NAVD 88
 FE0967.geopotential number by the normal gravity value computed on the
 FE0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0967.degrees latitude (g = 980.6199 gals.).
 FE0967
 FE0967.The modeled gravity was interpolated from observed gravity values.
 FE0967
 FE0967;                    North         East    Units  Estimated Accuracy
 FE0967;SPC TN       -    86,320.      283,820.      MT  (+/- 180 meters Scaled)
 FE0967
 FE0967                          SUPERSEDED SURVEY CONTROL
 FE0967
 FE0967  NGVD 29 (??/??/??)  103.497  (m)          339.56   (f) ADJUSTED    1 2
 FE0967
 FE0967.Superseded values are not recommended for survey control.
 FE0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0967.See file dsdata.txt to determine how the superseded data were derived.
 FE0967
 FE0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD750825(NAD 83)
 FE0967_MARKER: P = PIPE CAP
 FE0967_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0967_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0967_STAMPING: B M HAYS
 FE0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0967
 FE0967  HISTORY     - Date     Condition        Report By
 FE0967  HISTORY     - UNK      MONUMENTED       DOD
 FE0967  HISTORY     - 1944     GOOD             CGS
 FE0967  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0967
 FE0967                          STATION DESCRIPTION
 FE0967
 FE0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0967'3.6 MI W FROM MOSCOW.
 FE0967'3.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0967'MOSCOW, FAYETTE COUNTY, AT HAYS CROSSING, 15 FEET WEST OF THE
 FE0967'CENTERLINE OF THE ROAD, 34 FEET SOUTH OF THE CENTERLINE OF THE
 FE0967'TRACK, AND LEVEL WITH THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY,
 FE0967'STANDARD CAP, STAMPED B M HAYS AND RIVETED ON THE TOP OF A 4-INCH
 FE0967'IRON PIPE PROJECTING ABOUT 1.5 FEET ABOVE GROUND.
 FE0967
 FE0967                          STATION RECOVERY (1983)
 FE0967
 FE0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0967'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2433 ***********************************************************************
 GB2433  DESIGNATION -  HAYS
 GB2433  PID         -  GB2433
 GB2433  STATE/COUNTY-  TN/PUTNAM
 GB2433  USGS QUAD   -  CENTER HILL DAM (1986)
 GB2433
 GB2433                         *CURRENT SURVEY CONTROL
 GB2433  ___________________________________________________________________
 GB2433* NAD 83(1995)-  36 06 38.74889(N)    085 46 34.38486(W)     ADJUSTED  
 GB2433* NAVD 88     -       278.6    (meters)     914.     (feet)  VERTCON   
 GB2433  ___________________________________________________________________
 GB2433  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GB2433  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB2433
 GB2433  HORZ ORDER  -  SECOND
 GB2433
 GB2433.The horizontal coordinates were established by classical geodetic methods
 GB2433.and adjusted by the National Geodetic Survey in April 1999..
 GB2433
 GB2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2433
 GB2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2433
 GB2433.The geoid height was determined by GEOID03.
 GB2433
 GB2433;                    North         East     Units Scale Factor Converg.
 GB2433;SPC TN       -   197,228.267   620,147.933   MT  0.99996002   +0 07 51.6
 GB2433;SPC TN       -   647,073.07  2,034,602.01   sFT  0.99996002   +0 07 51.6
 GB2433;UTM  16      - 3,996,927.174   610,144.699   MT  0.99974948   +0 43 16.7
 GB2433
 GB2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2433!SPC TN       -   0.99996090  x   0.99996002  =   0.99992093
 GB2433!UTM  16      -   0.99996090  x   0.99974948  =   0.99971039
 GB2433
 GB2433|---------------------------------------------------------------------|
 GB2433| PID    Reference Object                     Distance      Geod. Az  |
 GB2433|                                                           dddmmss.s |
 GB2433| CG6020 HAYS RM 1                             8.504 METERS 02827     |
 GB2433| CG6021 HAYS RM 2                             6.215 METERS 22347     |
 GB2433| GB1761 BUFFALO VALLEY                      APPROX. 3.0 KM 3442818.4 |
 GB2433|---------------------------------------------------------------------|
 GB2433
 GB2433                          SUPERSEDED SURVEY CONTROL
 GB2433
 GB2433  NAD 83(1995)-  36 06 38.75087(N)    085 46 34.38908(W) AD(       ) 2
 GB2433  NAD 83(1995)-  36 06 38.75074(N)    085 46 34.38862(W) AD(       ) 2
 GB2433  NAD 83(1986)-  36 06 38.76113(N)    085 46 34.38455(W) AD(       ) 2
 GB2433  NAD 27      -  36 06 38.54600(N)    085 46 34.43060(W) AD(       ) 2
 GB2433  NGVD 29 (07/19/86)  278.7    (m)          914.     (f) VERT ANG       
 GB2433
 GB2433.Superseded values are not recommended for survey control.
 GB2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2433.See file dsdata.txt to determine how the superseded data were derived.
 GB2433
 GB2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1014596927(NAD 83)
 GB2433_MARKER: DS = TRIANGULATION STATION DISK
 GB2433_SETTING: 66 = SET IN ROCK OUTCROP
 GB2433
 GB2433  HISTORY     - Date     Condition        Report By
 GB2433  HISTORY     - 1960     MONUMENTED       CGS
 GB2433
 GB2433                          STATION DESCRIPTION
 GB2433
 GB2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2433'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF SILVER POINT, 2.0
 GB2433'MILES SOUTHEAST OF BUFFALO VALLEY AND ON THE NORTH SLOPE AT THE EAST
 GB2433'SIDE OF A CULTIVATED FIELD. THE PROPERTY IS OWNED BY MR. HOUSTON
 GB2433'HAYS.
 GB2433'
 GB2433'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUFFALO VALLEY, GO
 GB2433'NORTH FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT JUST AFTER PASSING A
 GB2433'BRIDGE, TURN RIGHT, SOUTHEAST, FOR 1.7 MILES TO A SIDE ROAD ON THE
 GB2433'RIGHT, TURN SHARP RIGHT, WEST, FOR 0.1 MILE TO A HOUSE ON THE
 GB2433'LEFT, CONTINUE STRAIGHT AHEAD, WEST, FOR 0.1 MILE TO A HOUSE ON THE
 GB2433'RIGHT AND A TRACK ROAD ON LEFT, TURN LEFT, SOUTH, FOR 0.15 MILE TO A
 GB2433'WIRE GATE AND THE END OF TRUCK TRAVEL. PACK SOUTH FOR ABOUT 20
 GB2433'MINUTES TO THE STATION.
 GB2433'
 GB2433'STATION MARK IS 6 FEET WEST OF A WOVEN WIRE FENCE AT THE EDGE OF THE
 GB2433'WOODS AND 2.5 FEET NORTH OF A WITNESS SIGN. THE MARK IS A
 GB2433'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 6 INCHES
 GB2433'BELOW THE SURFACE, AND IS STAMPED HAYS 1960.
 GB2433'
 GB2433'REFERENCE MARK NO. 1 IS 5 FEET WEST OF THE WIRE FENCE AND IS ABOUT 3
 GB2433'FEET LOWER THAN THE STATION. THE MARK IS A STANDARD DISK BRAZED TO
 GB2433'THE TOP OF A 2-INCH IRON PIPE, PROJECTS 14 INCHES, AND IS STAMPED
 GB2433'HAYS NO 1 1960.
 GB2433'
 GB2433'REFERENCE MARK NO. 2 IS 10 FEET WEST OF THE WIRE FENCE AND IS ABOUT 3
 GB2433'FEET HIGHER THAN THE STATION. THE MARK IS A STANDARD DISK
 GB2433'BRAZED TO THE TOP OF A 2-INCH IRON PIPE, PROJECTS 16 INCHES, AND IS
 GB2433'STAMPED HAYS NO 2 1960.
 GB2433'
 GB2433'TRAVERSE STATION BUFFALO VALLEY WILL SERVE AS THE AZIMUTH MARK. SEE
 GB2433'DESCRIPTION THEREOF.
 GB2433'
 GB2433'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4577 ***********************************************************************
 AJ4577  DESIGNATION -  HD 94
 AJ4577  PID         -  AJ4577
 AJ4577  STATE/COUNTY-  TN/POLK
 AJ4577  USGS QUAD   -  ISABELLA (1978)
 AJ4577
 AJ4577                         *CURRENT SURVEY CONTROL
 AJ4577  ___________________________________________________________________
 AJ4577* NAD 83(1986)-  35 07 23.     (N)    084 18 33.     (W)     SCALED    
 AJ4577* NAVD 88     -       484.778  (meters)    1590.48   (feet)  ADJUSTED  
 AJ4577  ___________________________________________________________________
 AJ4577  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AJ4577  DYNAMIC HT  -         484.285 (meters)    1588.86  (feet)  COMP
 AJ4577  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 AJ4577
 AJ4577  VERT ORDER  -  SECOND    CLASS II
 AJ4577
 AJ4577.The horizontal coordinates were scaled from a topographic map and have
 AJ4577.an estimated accuracy of +/- 6 seconds.
 AJ4577
 AJ4577.The orthometric height was determined by differential leveling
 AJ4577.and adjusted by the National Geodetic Survey in January 2005..
 AJ4577.No vertical observational check was made to the station.
 AJ4577
 AJ4577.The geoid height was determined by GEOID03.
 AJ4577
 AJ4577.The dynamic height is computed by dividing the NAVD 88
 AJ4577.geopotential number by the normal gravity value computed on the
 AJ4577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4577.degrees latitude (g = 980.6199 gals.).
 AJ4577
 AJ4577.The modeled gravity was interpolated from observed gravity values.
 AJ4577
 AJ4577;                    North         East    Units  Estimated Accuracy
 AJ4577;SPC TN       -    88,950.      754,120.      MT  (+/- 180 meters Scaled)
 AJ4577
 AJ4577                          SUPERSEDED SURVEY CONTROL
 AJ4577
 AJ4577.No superseded survey control is available for this station.
 AJ4577
 AJ4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD452900(NAD 83)
 AJ4577_MARKER: DD = SURVEY DISK
 AJ4577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4577_SP_SET: CULVERT HEADWALL
 AJ4577_STAMPING: HD 94
 AJ4577_MARK LOGO: TVA   
 AJ4577_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4577+STABILITY: SURFACE MOTION
 AJ4577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4577+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 AJ4577
 AJ4577  HISTORY     - Date     Condition        Report By
 AJ4577  HISTORY     - UNK      MONUMENTED
 AJ4577  HISTORY     - 20000216 GOOD             NCGS
 AJ4577  HISTORY     - 20000216 GOOD             NCGS
 AJ4577
 AJ4577                          STATION DESCRIPTION
 AJ4577
 AJ4577'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4577'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF TURTLETOWN, TN AND
 AJ4577'0.9 MI (1.4 KM) WEST OF LIBERTY, NC.
 AJ4577'ALONG TN 123 FOR 0.3 MI (0.5 KM) NORTHWEST FROM THE TENNESSEE/NORTH
 AJ4577'CAROLINA STATE LINE, IN THE WEST END OF THE NORTH CULVERT HEADWALL.
 AJ4577'MARK IS ABOUT 3-FEET LOWER THAN TN 123 AND IS RECESSED 6-INCHES BELOW
 AJ4577'GROUND. LOCATED 24.0 FT (7.3 M) NORTH OF THE CENTERLINE OF TN 123 AND
 AJ4577'11.5 FT (3.5 M) WEST-SOUTHWEST OF A 36-INCH MAPLE WITH REFERENCE TAG.
 AJ4577
 AJ4577                          STATION RECOVERY (2000)
 AJ4577
 AJ4577'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4577'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4580 ***********************************************************************
 AJ4580  DESIGNATION -  HD 95
 AJ4580  PID         -  AJ4580
 AJ4580  STATE/COUNTY-  TN/POLK
 AJ4580  USGS QUAD   -  ISABELLA (1978)
 AJ4580
 AJ4580                         *CURRENT SURVEY CONTROL
 AJ4580  ___________________________________________________________________
 AJ4580* NAD 83(1986)-  35 07 27.     (N)    084 19 27.     (W)     SCALED    
 AJ4580* NAVD 88     -       463.974  (meters)    1522.22   (feet)  ADJUSTED  
 AJ4580  ___________________________________________________________________
 AJ4580  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AJ4580  DYNAMIC HT  -         463.502 (meters)    1520.67  (feet)  COMP
 AJ4580  MODELED GRAV-     979,602.4   (mgal)                       NAVD 88
 AJ4580
 AJ4580  VERT ORDER  -  SECOND    CLASS II
 AJ4580
 AJ4580.The horizontal coordinates were scaled from a topographic map and have
 AJ4580.an estimated accuracy of +/- 6 seconds.
 AJ4580
 AJ4580.The orthometric height was determined by differential leveling
 AJ4580.and adjusted by the National Geodetic Survey in January 2005..
 AJ4580.No vertical observational check was made to the station.
 AJ4580
 AJ4580.The geoid height was determined by GEOID03.
 AJ4580
 AJ4580.The dynamic height is computed by dividing the NAVD 88
 AJ4580.geopotential number by the normal gravity value computed on the
 AJ4580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4580.degrees latitude (g = 980.6199 gals.).
 AJ4580
 AJ4580.The modeled gravity was interpolated from observed gravity values.
 AJ4580
 AJ4580;                    North         East    Units  Estimated Accuracy
 AJ4580;SPC TN       -    89,050.      752,750.      MT  (+/- 180 meters Scaled)
 AJ4580
 AJ4580                          SUPERSEDED SURVEY CONTROL
 AJ4580
 AJ4580.No superseded survey control is available for this station.
 AJ4580
 AJ4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD438900(NAD 83)
 AJ4580_MARKER: DD = SURVEY DISK
 AJ4580_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4580_SP_SET: HEADWALL
 AJ4580_STAMPING: HD 95
 AJ4580_MARK LOGO: TVA   
 AJ4580_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4580+STABILITY: SURFACE MOTION
 AJ4580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4580+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2000
 AJ4580
 AJ4580  HISTORY     - Date     Condition        Report By
 AJ4580  HISTORY     - UNK      MONUMENTED
 AJ4580  HISTORY     - 20000217 GOOD             NCGS
 AJ4580  HISTORY     - 20000217 GOOD             NCGS
 AJ4580
 AJ4580                          STATION DESCRIPTION
 AJ4580
 AJ4580'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4580'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) EAST OF TURTLETOWN, TN AND
 AJ4580'1.7 MI (2.7 KM) WEST OF LIBERTY, NC.
 AJ4580'ALONG TENNESSEE STATE HIGHWAY 123 FOR 1.15 MI (1.85 KM) WEST FROM THE
 AJ4580'NORTH CAROLINA/TENNESSEE STATE LINE TO TN 68, IN THE NORTHEAST
 AJ4580'QUADRANT, IN THE EAST END OF THE NORTH HEADWALL. NOTE THAT THERE IS AN
 AJ4580'8-INCH CHERRY GROWING OUT OF THE BANK AND LEANING PARTIALLY OVER THE
 AJ4580'MARK, WHICH MAY MAKE OCCUPYING STATION DIFFICULT.
 AJ4580'MARK IS ABOUT 3-FEET LOWER THAN TN 123. LOCATED 25.0 FT (7.6 M) NORTH
 AJ4580'OF THE CENTERLINE OF TN 123, 158.0 FT (48.2 M) SOUTH-SOUTHEAST OF THE
 AJ4580'CENTERLINE OF TN 68, 6.8 FT (2.1 M) WEST OF A TELEPHONE PEDESTAL AND
 AJ4580'46.5 FT (14.2 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF AN OLD
 AJ4580'FRAME GARAGE.
 AJ4580
 AJ4580                          STATION RECOVERY (2000)
 AJ4580
 AJ4580'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4580'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4581 ***********************************************************************
 AJ4581  DESIGNATION -  HD 96
 AJ4581  PID         -  AJ4581
 AJ4581  STATE/COUNTY-  TN/POLK
 AJ4581  USGS QUAD   -  FARNER (1978)
 AJ4581
 AJ4581                         *CURRENT SURVEY CONTROL
 AJ4581  ___________________________________________________________________
 AJ4581* NAD 83(1986)-  35 07 33.     (N)    084 20 08.     (W)     SCALED    
 AJ4581* NAVD 88     -       461.400  (meters)    1513.78   (feet)  ADJUSTED  
 AJ4581  ___________________________________________________________________
 AJ4581  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AJ4581  DYNAMIC HT  -         460.931 (meters)    1512.24  (feet)  COMP
 AJ4581  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 AJ4581
 AJ4581  VERT ORDER  -  SECOND    CLASS II
 AJ4581
 AJ4581.The horizontal coordinates were scaled from a topographic map and have
 AJ4581.an estimated accuracy of +/- 6 seconds.
 AJ4581
 AJ4581.The orthometric height was determined by differential leveling
 AJ4581.and adjusted by the National Geodetic Survey in January 2005..
 AJ4581.No vertical observational check was made to the station.
 AJ4581
 AJ4581.The geoid height was determined by GEOID03.
 AJ4581
 AJ4581.The dynamic height is computed by dividing the NAVD 88
 AJ4581.geopotential number by the normal gravity value computed on the
 AJ4581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4581.degrees latitude (g = 980.6199 gals.).
 AJ4581
 AJ4581.The modeled gravity was interpolated from observed gravity values.
 AJ4581
 AJ4581;                    North         East    Units  Estimated Accuracy
 AJ4581;SPC TN       -    89,220.      751,710.      MT  (+/- 180 meters Scaled)
 AJ4581
 AJ4581                          SUPERSEDED SURVEY CONTROL
 AJ4581
 AJ4581.No superseded survey control is available for this station.
 AJ4581
 AJ4581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD427902(NAD 83)
 AJ4581_MARKER: DD = SURVEY DISK
 AJ4581_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4581_SP_SET: CULVERT HEADWALL
 AJ4581_STAMPING: HD 96
 AJ4581_MARK LOGO: TVA   
 AJ4581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4581+STABILITY: SURFACE MOTION
 AJ4581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4581+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2005
 AJ4581
 AJ4581  HISTORY     - Date     Condition        Report By
 AJ4581  HISTORY     - UNK      MONUMENTED
 AJ4581  HISTORY     - 20000217 GOOD             NCGS
 AJ4581  HISTORY     - 20000217 GOOD             NCGS
 AJ4581  HISTORY     - 20050602 GOOD             CAS
 AJ4581
 AJ4581                          STATION DESCRIPTION
 AJ4581
 AJ4581'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4581'STATION IS LOCATED ABOUT 0.55 MI (0.89 KM) EAST OF TURTLETOWN, TN AND
 AJ4581'2.4 MI (3.9 KM) WEST OF LIBERTY, NC.
 AJ4581'ALONG TN 123, BECOMING TN 68, FOR 1.95 MI (3.14 KM) WEST FROM THE
 AJ4581'TENNESSEE/NORTH CAROLINA STATE LINE, IN THE SOUTH END OF THE EAST
 AJ4581'CULVERT HEADWALL.
 AJ4581'MARK IS ABOUT 3-FEET LOWER THAN TN 68. LOCATED 21.5 FT (6.6 M)
 AJ4581'NORTHEAST OF THE CENTERLINE OF TN 68 AND 72.8 FT (22.2 M) NORTHWEST OF
 AJ4581'A 25-INCH WHITE PINE.
 AJ4581
 AJ4581                          STATION RECOVERY (2000)
 AJ4581
 AJ4581'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ4581'RECOVERED AS DESCRIBED.
 AJ4581
 AJ4581                          STATION RECOVERY (2005)
 AJ4581
 AJ4581'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 AJ4581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0979 ***********************************************************************
 FD0979  DESIGNATION -  HEAD
 FD0979  PID         -  FD0979
 FD0979  STATE/COUNTY-  TN/WAYNE
 FD0979  USGS QUAD   -  WAYNESBORO (1968)
 FD0979
 FD0979                         *CURRENT SURVEY CONTROL
 FD0979  ___________________________________________________________________
 FD0979* NAD 83(1995)-  35 17 53.60774(N)    087 48 15.27478(W)     ADJUSTED  
 FD0979* NAVD 88     -       197.006  (meters)     646.34   (feet)  ADJUSTED  
 FD0979  ___________________________________________________________________
 FD0979  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FD0979  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0979  DYNAMIC HT  -         196.819 (meters)     645.73  (feet)  COMP
 FD0979  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 FD0979
 FD0979  HORZ ORDER  -  SECOND
 FD0979  VERT ORDER  -  SECOND    CLASS 0
 FD0979
 FD0979.The horizontal coordinates were established by classical geodetic methods
 FD0979.and adjusted by the National Geodetic Survey in April 1999..
 FD0979
 FD0979.The orthometric height was determined by differential leveling
 FD0979.and adjusted by the National Geodetic Survey in June 1991..
 FD0979
 FD0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0979
 FD0979.The geoid height was determined by GEOID03.
 FD0979
 FD0979.The dynamic height is computed by dividing the NAVD 88
 FD0979.geopotential number by the normal gravity value computed on the
 FD0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0979.degrees latitude (g = 980.6199 gals.).
 FD0979
 FD0979.The modeled gravity was interpolated from observed gravity values.
 FD0979
 FD0979;                    North         East     Units Scale Factor Converg.
 FD0979;SPC TN       -   108,567.438   435,904.409   MT  0.99999184   -1 03 22.6
 FD0979;SPC TN       -   356,191.67  1,430,129.72   sFT  0.99999184   -1 03 22.6
 FD0979;UTM  16      - 3,906,412.381   426,877.952   MT  0.99966589   -0 27 53.1
 FD0979
 FD0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0979!SPC TN       -   0.99997345  x   0.99999184  =   0.99996529
 FD0979!UTM  16      -   0.99997345  x   0.99966589  =   0.99963935
 FD0979
 FD0979:                Primary Azimuth Mark                     Grid Az
 FD0979:SPC TN       -  HEAD AZ MK                               041 12 07.4
 FD0979:UTM  16      -  HEAD AZ MK                               040 36 37.9
 FD0979
 FD0979|---------------------------------------------------------------------|
 FD0979| PID    Reference Object                     Distance      Geod. Az  |
 FD0979|                                                           dddmmss.s |
 FD0979| FD0982 HEAD AZ MK                                         0400844.8 |
 FD0979| FD0981 HEAD RM 1                            27.477 METERS 06224     |
 FD0979| FD0980 HEAD RM 2                            32.150 METERS 13313     |
 FD0979| FD1600 LEATHER                             APPROX. 4.7 KM 2624216.2 |
 FD0979|---------------------------------------------------------------------|
 FD0979
 FD0979                          SUPERSEDED SURVEY CONTROL
 FD0979
 FD0979  NAD 83(1995)-  35 17 53.61203(N)    087 48 15.27536(W) AD(       ) 2
 FD0979  NAD 83(1995)-  35 17 53.61205(N)    087 48 15.27545(W) AD(       ) 2
 FD0979  NAD 83(1995)-  35 17 53.61330(N)    087 48 15.27456(W) AD(       ) 2
 FD0979  NAD 83(1986)-  35 17 53.61736(N)    087 48 15.27369(W) AD(       ) 2
 FD0979  NAD 27      -  35 17 53.33590(N)    087 48 15.17850(W) AD(       ) 2
 FD0979  NGVD 29 (??/??/92)  196.979  (m)          646.26   (f) ADJ UNCH    2 0
 FD0979
 FD0979.Superseded values are not recommended for survey control.
 FD0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0979.See file dsdata.txt to determine how the superseded data were derived.
 FD0979
 FD0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2687806412(NAD 83)
 FD0979_MARKER: DD = SURVEY DISK
 FD0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0979_STAMPING: HEAD 1962
 FD0979_MARK LOGO: TNHD  
 FD0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0979+STABILITY: SURFACE MOTION
 FD0979
 FD0979  HISTORY     - Date     Condition        Report By
 FD0979  HISTORY     - 1962     MONUMENTED       TNHD
 FD0979  HISTORY     - 1962     GOOD             TNHD
 FD0979
 FD0979                          STATION DESCRIPTION
 FD0979
 FD0979'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0979'3 MI W FROM WAYNESBORO.
 FD0979'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON
 FD0979'U.S. HIGHWAY 64 FOR 3.1 MILES TO THE STATION ON THE LEFT.  THE
 FD0979'STATION IS 115 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64,
 FD0979'29 FEET SOUTHWEST OF A POWER POLE, 25 FEET SOUTHEAST OF A CREEK
 FD0979'BED, AND 3.3 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A
 FD0979'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0979'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0979
 FD0979                          STATION RECOVERY (1962)
 FD0979
 FD0979'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0979'THE STATION IS LOCATED ABOUT 3 MILES WEST OF WAYNESBORO.
 FD0979'
 FD0979'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD0979'GO 3.1 MILES WEST ON
 FD0979'STATE ROUTE 15 TO THE STATION ON THE LEFT.
 FD0979'
 FD0979'THE STATION IS ABOUT 115 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FD0979'STATE ROUTE 15, 29
 FD0979'FEET SOUTHWEST OF A POWER POLE, 25 FEET SOUTHEAST OF THE
 FD0979'APPROXIMATE CENTER OF A DRY
 FD0979'CREEK BED, AND 3.3 FEET NORTHWEST OF A
 FD0979'WITNESS POST.  SURFACE AND UNDERGROUND MARKS
 FD0979'ARE STANDARD TENNESSEE
 FD0979'HIGHWAY DEPARTMENT DISKS STAMPED HEAD 1962.  THE UNDERGROUND
 FD0979'MARK IS ABOUT 30
 FD0979'INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 FD0979'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0979'
 FD0979'REFERENCE MARK NO 1 IS 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD0979'A DRY CREEK BED AND
 FD0979'49 FEET SOUTH OF THE SOUTEAST CORNER OF A SMALL,
 FD0979'WOOD, DRIVEWAY BRIDGE.  THE MARK IS
 FD0979'A STANDARD TENNESSEE HIGHWAY
 FD0979'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0979'CONCRETE MONUMENT AND
 FD0979'THE DISK IS STAMPED HEAD RM 1 1962.
 FD0979'
 FD0979'REFERENCE MARK NO 2 IS 14 FEET NORTHWEST OF A 6-INCH TWIN TRUNK
 FD0979'SYCAMORE TREE.  THE
 FD0979'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0979'IN A 10-INCH SQUARE, FLUSH,
 FD0979'CONCRETE MONUMENT AND THE DISK IS STAMPED
 FD0979'HEAD RM-2 1962.
 FD0979'
 FD0979'THE AZIMUTH MARK IS 26 FEET EAST OF A 24-INCH ELM TREE, 28 FEET SOUTH
 FD0979'OF A 24-INCH MAPLE
 FD0979'TREE, AND 9 FEET NORTH OF THE NORTHWEST CORNER OF A
 FD0979'SMALL FRAME SHED.  THE MARK IS A
 FD0979'STANDARD TENNESSEE HIGHWAY
 FD0979'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0979'CONCRETE MONUMENT AND
 FD0979'THE DISK IS STAMPED HEAD AZI 1962.
 FD0979'
 FD0979'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.1 MILE EAST ON STATE
 FD0979'ROUTE 15 TO A
 FD0979'TRACK ROAD LEFT, TURN LEFT, AND GO 50 FEET NORTH TO THE
 FD0979'SMALL SHED AND THE MARK.
 FD0979'
 FD0979'ALL OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0661 ***********************************************************************
 GC0661  DESIGNATION -  HEAD
 GC0661  PID         -  GC0661
 GC0661  STATE/COUNTY-  TN/DAVIDSON
 GC0661  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0661
 GC0661                         *CURRENT SURVEY CONTROL
 GC0661  ___________________________________________________________________
 GC0661* NAD 83(1995)-  36 09 47.02584(N)    086 47 44.96022(W)     ADJUSTED  
 GC0661* NAVD 88     -       137.910  (meters)     452.46   (feet)  ADJUSTED  
 GC0661  ___________________________________________________________________
 GC0661  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GC0661  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0661  DYNAMIC HT  -         137.792 (meters)     452.07  (feet)  COMP
 GC0661  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0661
 GC0661  HORZ ORDER  -  THIRD
 GC0661  VERT ORDER  -  SECOND    CLASS 0
 GC0661
 GC0661.The horizontal coordinates were established by classical geodetic methods
 GC0661.and adjusted by the National Geodetic Survey in April 1999..
 GC0661
 GC0661.The orthometric height was determined by differential leveling
 GC0661.and adjusted by the National Geodetic Survey in June 1991..
 GC0661
 GC0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0661
 GC0661.The geoid height was determined by GEOID03.
 GC0661
 GC0661.The dynamic height is computed by dividing the NAVD 88
 GC0661.geopotential number by the normal gravity value computed on the
 GC0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0661.degrees latitude (g = 980.6199 gals.).
 GC0661
 GC0661.The modeled gravity was interpolated from observed gravity values.
 GC0661
 GC0661;                    North         East     Units Scale Factor Converg.
 GC0661;SPC TN       -   203,299.333   528,397.043   MT  0.99996484   -0 27 57.3
 GC0661;SPC TN       -   666,991.23  1,733,582.63   sFT  0.99996484   -0 27 57.3
 GC0661;UTM  16      - 4,002,054.049   518,364.106   MT  0.99960416   +0 07 13.7
 GC0661
 GC0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0661!SPC TN       -   0.99998295  x   0.99996484  =   0.99994780
 GC0661!UTM  16      -   0.99998295  x   0.99960416  =   0.99958712
 GC0661
 GC0661:                Primary Azimuth Mark                     Grid Az
 GC0661:SPC TN       -  NASHVILLE STATE CAPITOL FLAGPOLE         074 06 26.5
 GC0661:UTM  16      -  NASHVILLE STATE CAPITOL FLAGPOLE         073 31 15.5
 GC0661
 GC0661|---------------------------------------------------------------------|
 GC0661| PID    Reference Object                     Distance      Geod. Az  |
 GC0661|                                                           dddmmss.s |
 GC0661| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 1.1 KM 0733829.2 |
 GC0661| GC0660 HEAD RM 1                            10.897 METERS 07501     |
 GC0661| GC0662 HEAD RM 2                            10.790 METERS 23245     |
 GC0661|---------------------------------------------------------------------|
 GC0661
 GC0661                          SUPERSEDED SURVEY CONTROL
 GC0661
 GC0661  NAD 83(1995)-  36 09 47.02788(N)    086 47 44.96215(W) AD(       ) 3
 GC0661  NAD 83(1995)-  36 09 47.02992(N)    086 47 44.96237(W) AD(       ) 3
 GC0661  NAD 83(1986)-  36 09 47.03602(N)    086 47 44.96337(W) AD(       ) 3
 GC0661  NAD 27      -  36 09 46.83080(N)    086 47 44.96620(W) AD(       ) 3
 GC0661  NGVD 29 (??/??/92)  137.935  (m)          452.54   (f) ADJ UNCH    2 0
 GC0661
 GC0661.Superseded values are not recommended for survey control.
 GC0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0661.See file dsdata.txt to determine how the superseded data were derived.
 GC0661
 GC0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1836402054(NAD 83)
 GC0661_MARKER: DS = TRIANGULATION STATION DISK
 GC0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0661_STAMPING: HEAD 1959
 GC0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0661+STABILITY: SURFACE MOTION
 GC0661
 GC0661  HISTORY     - Date     Condition        Report By
 GC0661  HISTORY     - 1959     MONUMENTED       CGS
 GC0661  HISTORY     - 1960     GOOD             NGS
 GC0661  HISTORY     - 19870807 GOOD             LOCSUR
 GC0661
 GC0661                          STATION DESCRIPTION
 GC0661
 GC0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0661'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF THE STATE CAPITOL
 GC0661'BUILDING AND ALONG THE SOUTH SIDE OF JO JOHNSON AVENUE BETWEEN THE
 GC0661'CURBING AND SIDEWALK.
 GC0661'
 GC0661'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING, GO SOUTHWEST ON
 GC0661'CHARLOTTE AVENUE FOR 0.5 MILE TO THIRTEENTH AVENUE NORTH, TURN RIGHT
 GC0661'AND GO 0.15 MILE TO JO JOHNSON AVENUE ON THE LEFT, TURN LEFT AND GO
 GC0661'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC0661'
 GC0661'THE STATION IS 230 FEET WEST OF THIRTEENTH AVENUE NORTH, 21 FEET
 GC0661'SOUTH OF THE CENTER OF JO JOHNSON AVENUE AND 12 FEET NORTH OF
 GC0661'STEPS LEADING INTO AN APARTMENT BUILDING.  IT IS A STANDARD DISK SET
 GC0661'FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED HEAD 1959.
 GC0661'
 GC0661'THE UNDERGROUND MARK STAMPED HEAD 1959 IS ABOUT 30-INCHES BELOW THE
 GC0661'SURFACE.
 GC0661'
 GC0661'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF JO JOHNSON
 GC0661'AVENUE, 12 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT NORTH OF THE
 GC0661'SOUTH EDGE OF A SIDEWALK.  IT IS A STANDARD DISK SET FLUSH IN A DRILL
 GC0661'HOLE IN THE SIDEWALK AND THE DISK IS STAMPED HEAD NO 1 1959.
 GC0661'
 GC0661'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE CENTER OF JO JOHNSON
 GC0661'AVENUE, 4 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE AND 1
 GC0661'FOOT SOUTH OF THE NORTH EDGE OF A SIDEWALK.  IT IS A STANDARD DISK
 GC0661'SET FLUSH IN A DRILL HOLE IN THE SIDEWALK AND THE DISK IS STAMPED
 GC0661'HEAD NO 2 1959.
 GC0661'
 GC0661'AN AZIMUTH MARK WAS NOT ESTABLISHED.  THE FLAGPOLE ATOP THE STATE
 GC0661'CAPITOL BUILDING CUPOLA WILL SERVE AS AN AZIMUTH MARK.
 GC0661
 GC0661                          STATION RECOVERY (1960)
 GC0661
 GC0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0661'AT NASHVILLE.
 GC0661'THE STATION IS LOCATED AOUT 0.05 MILE WEST OF THE STATE CAPITOL
 GC0661'BUILDING AND ALONG THE SOUTH SIDE OF JO JOHNSON AVENUE BETWEEN
 GC0661'THE CURBING AND SIDEWALK.  TO REACH THE STATION FROM THE STATE
 GC0661'CAPITOL BUILDING, GO SOUTHWEST ON CHARLOTTE AVENUE FOR 0.5 MILE
 GC0661'TO 13TH. AVENUE NORTH, TURN RIGHT AND GO 0.15 MILE TO JO JOHNSON
 GC0661'AVENUE ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO THE STATION.
 GC0661'THE STATION MARK IS 230 FT. WEST OF 13TH. AVENUE NORTH, 21 FT.
 GC0661'SOUTH OF THE CENTER OF JO JOHNSON AVENUE AND 12 FT. NORTH OF
 GC0661'THE STEPS LEADING TO AN APARTMENT BUILDING, IN THE TOP OF A
 GC0661'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC0661
 GC0661                          STATION RECOVERY (1987)
 GC0661
 GC0661'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GC0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1709 ***********************************************************************
 GD1709  DESIGNATION -  HEAD
 GD1709  PID         -  GD1709
 GD1709  STATE/COUNTY-  TN/DYER
 GD1709  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD1709
 GD1709                         *CURRENT SURVEY CONTROL
 GD1709  ___________________________________________________________________
 GD1709* NAD 83(1995)-  36 03 33.95143(N)    089 30 00.41442(W)     ADJUSTED  
 GD1709* NAVD 88     -       155.2    (meters)     509.     (feet)  VERTCON   
 GD1709  ___________________________________________________________________
 GD1709  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GD1709  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1709
 GD1709  HORZ ORDER  -  FIRST
 GD1709
 GD1709.The horizontal coordinates were established by classical geodetic methods
 GD1709.and adjusted by the National Geodetic Survey in April 1999..
 GD1709
 GD1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1709
 GD1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1709
 GD1709.The geoid height was determined by GEOID03.
 GD1709
 GD1709;                    North         East     Units Scale Factor Converg.
 GD1709;SPC TN       -   197,147.694   284,734.725   MT  0.99995611   -2 02 56.8
 GD1709;SPC TN       -   646,808.73    934,167.18   sFT  0.99995611   -2 02 56.8
 GD1709;UTM  16      - 3,993,433.193   274,817.625   MT  1.00022484   -1 28 20.1
 GD1709
 GD1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1709!SPC TN       -   0.99998008  x   0.99995611  =   0.99993619
 GD1709!UTM  16      -   0.99998008  x   1.00022484  =   1.00020491
 GD1709
 GD1709|---------------------------------------------------------------------|
 GD1709| PID    Reference Object                     Distance      Geod. Az  |
 GD1709|                                                           dddmmss.s |
 GD1709| CG3451 HEAD RM 1                            60.609 METERS 02342     |
 GD1709| CG3452 HEAD RM 2                            48.868 METERS 06850     |
 GD1709| GD1652 DYERSBURG RADIO STA WTRO MAST       APPROX. 9.3 KM 0820733.3 |
 GD1709| GD1643 DYERSBURG RADIO STA WDSG MAST       APPROX.11.9 KM 0944314.0 |
 GD1709| GD1642 DYERSBURG RAD STA KIA 385 MAST      APPROX.12.0 KM 0971423.0 |
 GD1709| CG3449 HEAD AZ MK RESET                                   1865422.7 |
 GD1709| CG3448 HEAD AZ MK                                         1865419.0 |
 GD1709| GD1737 CARUTHERSVILLE WATER TANK           APPROX.19.4 KM 3142704.4 |
 GD1709|---------------------------------------------------------------------|
 GD1709
 GD1709                          SUPERSEDED SURVEY CONTROL
 GD1709
 GD1709  NAD 83(1995)-  36 03 33.95439(N)    089 30 00.41507(W) AD(       ) 1
 GD1709  NAD 83(1995)-  36 03 33.95397(N)    089 30 00.41481(W) AD(       ) 1
 GD1709  NAD 83(1986)-  36 03 33.96268(N)    089 30 00.41435(W) AD(       ) 1
 GD1709  NAD 27      -  36 03 33.70581(N)    089 30 00.14624(W) AD(       ) 1
 GD1709  NGVD 29 (07/19/86)  155.1    (m)          509.     (f) VERT ANG       
 GD1709
 GD1709.Superseded values are not recommended for survey control.
 GD1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1709.See file dsdata.txt to determine how the superseded data were derived.
 GD1709
 GD1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7481893433(NAD 83)
 GD1709_MARKER: DS = TRIANGULATION STATION DISK
 GD1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1709
 GD1709  HISTORY     - Date     Condition        Report By
 GD1709  HISTORY     - 1929     MONUMENTED       CGS
 GD1709  HISTORY     - 1959     GOOD             CGS
 GD1709  HISTORY     - 1965     GOOD             CGS
 GD1709  HISTORY     - 19720518 GOOD             USGS
 GD1709
 GD1709                          STATION DESCRIPTION
 GD1709
 GD1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1709'ABOUT 7 MILES WEST OF DYERSBURG, 2 MILES NORTHWEST OF FINLEY AND ON
 GD1709'LAND OWNED BY J. M. HEAD.  TO REACH FROM DYERSBURG, GO ABOUT 7 MILES
 GD1709'ON ROUTE 20 TO CROSSROADS 1.1 MILES WEST OF FINLEY, TURN ONTO
 GD1709'GRAVEL ROAD LEADING NORTH AND GO 1.9 MILES TO MR. HEADS GATE ON
 GD1709'RIGHT SIDE OF ROAD AT FOOT OF BLUFF AND OPPOSITE SHED ON LEFT.
 GD1709'FROM GATE FOLLOW PRIVATE ROAD 0.2 MILE UP STEEP GRADE TO HOUSE AND
 GD1709'INQUIRE FOR ROUTE THROUGH ORCHARD TO STATION.  TRUCK CAN BE DRIVEN
 GD1709'TO STATION IN DRY WEATHER.  STATION IS IN PASTURE JUST WEST OF
 GD1709'LARGE ORCHARD, ON HIGHEST KNOLL OF BLUFF, 20 FEET WEST OF ORCHARD
 GD1709'FENCE, 200 YARDS NORTHWEST OF TWO-STORY SQUARE HOUSE, AND 400 YARDS
 GD1709'SOUTH OF BARN.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1709'STATION DISKS IN CONCRETE.  REFERENCE MARKS ARE
 GD1709'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ALONG
 GD1709'FENCE LINE, 199.50 FEET FROM STATION N 23 DEG 43 MIN E.
 GD1709'NO. 2 IS UNDER APPLE TREE IN ORCHARD, 162.70 FEET FROM STATION
 GD1709'N 68 DEG 50 MIN E.  BEARING FROM STATION
 GD1709'TO FINIAL OF BLACK WATER TANK AT DYERSBURG IS S 74 DEG 20 MIN E.
 GD1709
 GD1709                          STATION RECOVERY (1959)
 GD1709
 GD1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1709'THE STATION WAS RECOVERED.  THE ORCHARD IS NO LONGER THERE AND THE
 GD1709'LAND IS NOW OWNED BY HELEN KIRK OF LENOX, TENN.  A NEW DESCRIPTION
 GD1709'FOLLOWS.
 GD1709'
 GD1709'THE STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST OF DYERSBURG,
 GD1709'ABOUT 2-1/2 MILES NORTHWEST OF FINLEY, ABOUT 2 MILES EAST OF THE
 GD1709'OBION RIVER AND ON THE HIGHEST POINT OF THE HEADLANDS OVERLOOKING THE
 GD1709'VALLEY TO THE WEST.  IT IS 21 FEET WEST OF A FENCE, 14.5 FEET
 GD1709'SOUTHWEST OF A TRIANGULAR BLAZED TREE, 178.85 FEET SOUTH OF A FENCE
 GD1709'CORNER, AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 GD1709'MONUMENT IS FLUSH AND THE DISK IS STAMPED HEAD 1929.
 GD1709'
 GD1709'TO REACH THE STATION FROM THE FINLEY METHODIST CHURCH IN FINLEY, GO
 GD1709'WEST ON STATE HIGHWAY 20 FOR 1.15 MILES TO A CROSSROAD.* TURN
 GD1709'RIGHT, NORTHERLY, AND GO 1.85 MILES TO A GRAVELED ROAD RIGHT.  TURN
 GD1709'RIGHT, UP HILL, AND GO 0.3 MILE TO A HOUSE AND A SWITCHBACK TO THE
 GD1709'RIGHT.  TURN RIGHT AND GO 0.05 MILE TO A Y-INTERSECTION.  BEAR
 GD1709'RIGHT THROUGH GATE AND FOLLOW WASHED OUT ROAD FOR 0.1 MILE TO A
 GD1709'GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW AROUND FIELD
 GD1709'FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 GD1709'
 GD1709'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST FOR 0.2
 GD1709'MILE TO THE MARK ON THE SOUTH SIDE OF THE ROAD.
 GD1709'
 GD1709'REFERENCE MARK 1 IS 37 FEET EAST OF A FENCE CORNER, 8 FEET NORTH OF
 GD1709'THE CENTERLINE OF A DIM TRACK ROAD, 4 FEET WEST OF A 12 INCH TREE
 GD1709'AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1709'STAMPED HEAD NO 1 1929.
 GD1709'
 GD1709'REFERENCE MARK 2 IS 155 FEET SOUTHEAST OF A FENCE CORNER, 138 FEET
 GD1709'SOUTH OF A FENCE AND 128 FEET EAST OF A FENCE.  THE MONUMENT IS
 GD1709'FLUSH ON THE WEST SIDE, PROJECTS 8 INCHES ON THE EAST SIDE AND THE
 GD1709'DISK IS STAMPED HEAD NO 2 1929.
 GD1709'
 GD1709'THE AZIMUTH MARK IS 107 FEET EAST OF A TELEPHONE POLE, 52 FEET SOUTH
 GD1709'OF THE CENTERLINE OF HIGHWAY 20, 1 FOOT NORTHEAST OF A WHITE WITNESS
 GD1709'POST AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS 4 INCHES
 GD1709'AND THE DISK IS STAMPED HEAD 1959.
 GD1709'
 GD1709'NOTE - R.M. 1 IS 22 FEET BELOW STATION AND R.M. 2 IS 30 FEET BELOW
 GD1709'STATION.
 GD1709
 GD1709                          STATION RECOVERY (1965)
 GD1709
 GD1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GD1709'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1709'THE 1959 DESCRIPTION AND TO-REACH IS COMPLETELY ADEQUATE.
 GD1709
 GD1709                          STATION RECOVERY (1972)
 GD1709
 GD1709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 GD1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0982 ***********************************************************************
 FD0982  DESIGNATION -  HEAD AZ MK
 FD0982  PID         -  FD0982
 FD0982  STATE/COUNTY-  TN/WAYNE
 FD0982  USGS QUAD   -  WAYNESBORO (1968)
 FD0982
 FD0982                         *CURRENT SURVEY CONTROL
 FD0982  ___________________________________________________________________
 FD0982* NAD 83(1986)-  35 17 56.     (N)    087 48 12.     (W)     SCALED    
 FD0982* NAVD 88     -       205.840  (meters)     675.33   (feet)  ADJUSTED  
 FD0982  ___________________________________________________________________
 FD0982  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0982  DYNAMIC HT  -         205.646 (meters)     674.69  (feet)  COMP
 FD0982  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 FD0982
 FD0982  VERT ORDER  -  SECOND    CLASS 0
 FD0982
 FD0982.The horizontal coordinates were scaled from a topographic map and have
 FD0982.an estimated accuracy of +/- 6 seconds.
 FD0982
 FD0982.The orthometric height was determined by differential leveling
 FD0982.and adjusted by the National Geodetic Survey in June 1991..
 FD0982
 FD0982.The geoid height was determined by GEOID03.
 FD0982
 FD0982.The dynamic height is computed by dividing the NAVD 88
 FD0982.geopotential number by the normal gravity value computed on the
 FD0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0982.degrees latitude (g = 980.6199 gals.).
 FD0982
 FD0982.The modeled gravity was interpolated from observed gravity values.
 FD0982
 FD0982;                    North         East    Units  Estimated Accuracy
 FD0982;SPC TN       -   108,640.      435,990.      MT  (+/- 180 meters Scaled)
 FD0982
 FD0982                          SUPERSEDED SURVEY CONTROL
 FD0982
 FD0982  NGVD 29 (??/??/92)  205.814  (m)          675.24   (f) ADJ UNCH    2 0
 FD0982
 FD0982.Superseded values are not recommended for survey control.
 FD0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0982.See file dsdata.txt to determine how the superseded data were derived.
 FD0982
 FD0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE269064(NAD 83)
 FD0982_MARKER: DD = SURVEY DISK
 FD0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0982_STAMPING: HEAD AZI 1962
 FD0982_MARK LOGO: TNHD  
 FD0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0982+STABILITY: SURFACE MOTION
 FD0982
 FD0982  HISTORY     - Date     Condition        Report By
 FD0982  HISTORY     - 1962     MONUMENTED       TNHD
 FD0982
 FD0982                          STATION DESCRIPTION
 FD0982
 FD0982'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0982'3 MI W FROM WAYNESBORO.
 FD0982'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0982'HIGHWAY 64 FOR 3.0 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT AND
 FD0982'GO 50 FEET NORTH TO A SMALL SHED AND THE MARK.  THE AZIMUTH MARK
 FD0982'IS 26 FEET EAST OF A 24-INCH ELM TREE, 28 FEET SOUTH OF A 24-INCH
 FD0982'MAPLE TREE AND 9 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 FD0982'FRAME SHED.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0982'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD0982'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0981 ***********************************************************************
 FD0981  DESIGNATION -  HEAD RM 1
 FD0981  PID         -  FD0981
 FD0981  STATE/COUNTY-  TN/WAYNE
 FD0981  USGS QUAD   -  WAYNESBORO (1968)
 FD0981
 FD0981                         *CURRENT SURVEY CONTROL
 FD0981  ___________________________________________________________________
 FD0981* NAD 83(1986)-  35 17 53.     (N)    087 48 14.     (W)     SCALED    
 FD0981* NAVD 88     -       197.894  (meters)     649.26   (feet)  ADJUSTED  
 FD0981  ___________________________________________________________________
 FD0981  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0981  DYNAMIC HT  -         197.707 (meters)     648.64  (feet)  COMP
 FD0981  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 FD0981
 FD0981  VERT ORDER  -  SECOND    CLASS 0
 FD0981
 FD0981.The horizontal coordinates were scaled from a topographic map and have
 FD0981.an estimated accuracy of +/- 6 seconds.
 FD0981
 FD0981.The orthometric height was determined by differential leveling
 FD0981.and adjusted by the National Geodetic Survey in June 1991..
 FD0981
 FD0981.The geoid height was determined by GEOID03.
 FD0981
 FD0981.The dynamic height is computed by dividing the NAVD 88
 FD0981.geopotential number by the normal gravity value computed on the
 FD0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0981.degrees latitude (g = 980.6199 gals.).
 FD0981
 FD0981.The modeled gravity was interpolated from observed gravity values.
 FD0981
 FD0981;                    North         East    Units  Estimated Accuracy
 FD0981;SPC TN       -   108,550.      435,940.      MT  (+/- 180 meters Scaled)
 FD0981
 FD0981                          SUPERSEDED SURVEY CONTROL
 FD0981
 FD0981  NGVD 29 (??/??/92)  197.868  (m)          649.17   (f) ADJ UNCH    2 0
 FD0981
 FD0981.Superseded values are not recommended for survey control.
 FD0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0981.See file dsdata.txt to determine how the superseded data were derived.
 FD0981
 FD0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE269063(NAD 83)
 FD0981_MARKER: DD = SURVEY DISK
 FD0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0981_STAMPING: HEAD RM 1 1962
 FD0981_MARK LOGO: TNHD  
 FD0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0981+STABILITY: SURFACE MOTION
 FD0981
 FD0981  HISTORY     - Date     Condition        Report By
 FD0981  HISTORY     - 1962     MONUMENTED       TNHD
 FD0981
 FD0981                          STATION DESCRIPTION
 FD0981
 FD0981'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0981'3 MI W FROM WAYNESBORO.
 FD0981'THIS MARK IS LOCATED AT THE HEAD 1962 STATION SITE, 27 FEET
 FD0981'SOUTHEAST OF A CREEK BED, 49 FEET SOUTH OF THE SOUTHEAST CORNER
 FD0981'OF A SMALL, WOOD, DRIVEWAY BRIDGE AND 90 FEET NORTHEAST OF THE
 FD0981'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0981'DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0981'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0660 ***********************************************************************
 GC0660  DESIGNATION -  HEAD RM 1
 GC0660  PID         -  GC0660
 GC0660  STATE/COUNTY-  TN/DAVIDSON
 GC0660  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0660
 GC0660                         *CURRENT SURVEY CONTROL
 GC0660  ___________________________________________________________________
 GC0660* NAD 83(1986)-  36 09 46.     (N)    086 47 44.     (W)     SCALED    
 GC0660* NAVD 88     -       137.651  (meters)     451.61   (feet)  ADJUSTED  
 GC0660  ___________________________________________________________________
 GC0660  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0660  DYNAMIC HT  -         137.533 (meters)     451.22  (feet)  COMP
 GC0660  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0660
 GC0660  VERT ORDER  -  SECOND    CLASS 0
 GC0660
 GC0660.The horizontal coordinates were scaled from a topographic map and have
 GC0660.an estimated accuracy of +/- 6 seconds.
 GC0660
 GC0660.The orthometric height was determined by differential leveling
 GC0660.and adjusted by the National Geodetic Survey in June 1991..
 GC0660
 GC0660.The geoid height was determined by GEOID03.
 GC0660
 GC0660.The dynamic height is computed by dividing the NAVD 88
 GC0660.geopotential number by the normal gravity value computed on the
 GC0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0660.degrees latitude (g = 980.6199 gals.).
 GC0660
 GC0660.The modeled gravity was interpolated from observed gravity values.
 GC0660
 GC0660;                    North         East    Units  Estimated Accuracy
 GC0660;SPC TN       -   203,270.      528,420.      MT  (+/- 180 meters Scaled)
 GC0660
 GC0660                          SUPERSEDED SURVEY CONTROL
 GC0660
 GC0660  NGVD 29 (??/??/92)  137.676  (m)          451.69   (f) ADJ UNCH    2 0
 GC0660
 GC0660.Superseded values are not recommended for survey control.
 GC0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0660.See file dsdata.txt to determine how the superseded data were derived.
 GC0660
 GC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF183020(NAD 83)
 GC0660_MARKER: DR = REFERENCE MARK DISK
 GC0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0660_SP_SET: SIDEWALK
 GC0660_STAMPING: HEAD NO 1 1959
 GC0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0660
 GC0660  HISTORY     - Date     Condition        Report By
 GC0660  HISTORY     - 1959     MONUMENTED       CGS
 GC0660  HISTORY     - 1960     GOOD             NGS
 GC0660
 GC0660                          STATION DESCRIPTION
 GC0660
 GC0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0660'AT NASHVILLE.
 GC0660'THIS MARK IS LOCATED AT THE HEAD 1959 STATION SITE, 35.7 FT.
 GC0660'EAST OF THE STATION, 29 FT. SOUTH OF THE CENTER OF JO JOHNSON
 GC0660'AVENUE, 12 FT. SOUTH OF A TELEPHONE POLE AND 1 FT. NORTH OF
 GC0660'THE SOUTH EDGE OF THE SIDEWALK, DRILLED IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0980 ***********************************************************************
 FD0980  DESIGNATION -  HEAD RM 2
 FD0980  PID         -  FD0980
 FD0980  STATE/COUNTY-  TN/WAYNE
 FD0980  USGS QUAD   -  WAYNESBORO (1968)
 FD0980
 FD0980                         *CURRENT SURVEY CONTROL
 FD0980  ___________________________________________________________________
 FD0980* NAD 83(1986)-  35 17 53.     (N)    087 48 14.     (W)     SCALED    
 FD0980* NAVD 88     -       197.649  (meters)     648.45   (feet)  ADJUSTED  
 FD0980  ___________________________________________________________________
 FD0980  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0980  DYNAMIC HT  -         197.462 (meters)     647.84  (feet)  COMP
 FD0980  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 FD0980
 FD0980  VERT ORDER  -  SECOND    CLASS 0
 FD0980
 FD0980.The horizontal coordinates were scaled from a topographic map and have
 FD0980.an estimated accuracy of +/- 6 seconds.
 FD0980
 FD0980.The orthometric height was determined by differential leveling
 FD0980.and adjusted by the National Geodetic Survey in June 1991..
 FD0980
 FD0980.The geoid height was determined by GEOID03.
 FD0980
 FD0980.The dynamic height is computed by dividing the NAVD 88
 FD0980.geopotential number by the normal gravity value computed on the
 FD0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0980.degrees latitude (g = 980.6199 gals.).
 FD0980
 FD0980.The modeled gravity was interpolated from observed gravity values.
 FD0980
 FD0980;                    North         East    Units  Estimated Accuracy
 FD0980;SPC TN       -   108,550.      435,940.      MT  (+/- 180 meters Scaled)
 FD0980
 FD0980                          SUPERSEDED SURVEY CONTROL
 FD0980
 FD0980  NGVD 29 (??/??/92)  197.623  (m)          648.37   (f) ADJ UNCH    2 0
 FD0980
 FD0980.Superseded values are not recommended for survey control.
 FD0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0980.See file dsdata.txt to determine how the superseded data were derived.
 FD0980
 FD0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE269063(NAD 83)
 FD0980_MARKER: DD = SURVEY DISK
 FD0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0980_STAMPING: HEAD RM 2 1962
 FD0980_MARK LOGO: TNHD  
 FD0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0980+STABILITY: SURFACE MOTION
 FD0980
 FD0980  HISTORY     - Date     Condition        Report By
 FD0980  HISTORY     - 1962     MONUMENTED       TNHD
 FD0980
 FD0980                          STATION DESCRIPTION
 FD0980
 FD0980'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0980'3 MI W FROM WAYNESBORO.
 FD0980'THIS MARK IS LOCATED AT THE HEAD 1962 STATION SITE, 14 FEET
 FD0980'NORTHWEST OF A 6-INCH TWIN TRUNK SYCAMORE TREE, AND 105 FEET
 FD0980'SOUTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0980'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0980'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0662 ***********************************************************************
 GC0662  DESIGNATION -  HEAD RM 2
 GC0662  PID         -  GC0662
 GC0662  STATE/COUNTY-  TN/DAVIDSON
 GC0662  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0662
 GC0662                         *CURRENT SURVEY CONTROL
 GC0662  ___________________________________________________________________
 GC0662* NAD 83(1986)-  36 09 46.     (N)    086 47 44.     (W)     SCALED    
 GC0662* NAVD 88     -       138.305  (meters)     453.76   (feet)  ADJUSTED  
 GC0662  ___________________________________________________________________
 GC0662  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0662  DYNAMIC HT  -         138.186 (meters)     453.37  (feet)  COMP
 GC0662  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0662
 GC0662  VERT ORDER  -  SECOND    CLASS 0
 GC0662
 GC0662.The horizontal coordinates were scaled from a topographic map and have
 GC0662.an estimated accuracy of +/- 6 seconds.
 GC0662
 GC0662.The orthometric height was determined by differential leveling
 GC0662.and adjusted by the National Geodetic Survey in June 1991..
 GC0662
 GC0662.The geoid height was determined by GEOID03.
 GC0662
 GC0662.The dynamic height is computed by dividing the NAVD 88
 GC0662.geopotential number by the normal gravity value computed on the
 GC0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0662.degrees latitude (g = 980.6199 gals.).
 GC0662
 GC0662.The modeled gravity was interpolated from observed gravity values.
 GC0662
 GC0662;                    North         East    Units  Estimated Accuracy
 GC0662;SPC TN       -   203,270.      528,420.      MT  (+/- 180 meters Scaled)
 GC0662
 GC0662                          SUPERSEDED SURVEY CONTROL
 GC0662
 GC0662  NGVD 29 (??/??/92)  138.329  (m)          453.83   (f) ADJ UNCH    2 0
 GC0662
 GC0662.Superseded values are not recommended for survey control.
 GC0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0662.See file dsdata.txt to determine how the superseded data were derived.
 GC0662
 GC0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF183020(NAD 83)
 GC0662_MARKER: DR = REFERENCE MARK DISK
 GC0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0662_SP_SET: SIDEWALK
 GC0662_STAMPING: HEAD NO 2 1959
 GC0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0662
 GC0662  HISTORY     - Date     Condition        Report By
 GC0662  HISTORY     - 1959     MONUMENTED       CGS
 GC0662  HISTORY     - 1960     GOOD             NGS
 GC0662
 GC0662                          STATION DESCRIPTION
 GC0662
 GC0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0662'AT NASHVILLE.
 GC0662'THIS MARK IS LOCATED AT THE HEAD 1959 STATION SITE, 35.4 FT.
 GC0662'SOUTHWEST OF THE STATION MARK, 26 FT. SOUTH OF THE CENTER OF
 GC0662'JO JOHNSON AVENUE, 4 FT. NORTH OF THE NORTHWEST CORNER OF A
 GC0662'FENCE AND 1 FT. SOUTH OF THE NORTH EDGE OF THE SIDEWALK, DRILLED
 GC0662'IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1089 ***********************************************************************
 FE1089  DESIGNATION -  HEBRON
 FE1089  PID         -  FE1089
 FE1089  STATE/COUNTY-  TN/FAYETTE
 FE1089  USGS QUAD   -  STANTON (1983)
 FE1089
 FE1089                         *CURRENT SURVEY CONTROL
 FE1089  ___________________________________________________________________
 FE1089* NAD 83(1995)-  35 23 33.58977(N)    089 24 31.36409(W)     ADJUSTED  
 FE1089* NAVD 88     -       109.659  (meters)     359.77   (feet)  ADJUSTED  
 FE1089  ___________________________________________________________________
 FE1089  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FE1089  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1089  DYNAMIC HT  -         109.561 (meters)     359.45  (feet)  COMP
 FE1089  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FE1089
 FE1089  HORZ ORDER  -  THIRD
 FE1089  VERT ORDER  -  SECOND    CLASS 0
 FE1089
 FE1089.The horizontal coordinates were established by classical geodetic methods
 FE1089.and adjusted by the National Geodetic Survey in April 1999..
 FE1089
 FE1089.The orthometric height was determined by differential leveling
 FE1089.and adjusted by the National Geodetic Survey in June 1991..
 FE1089
 FE1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1089
 FE1089.The geoid height was determined by GEOID03.
 FE1089
 FE1089.The dynamic height is computed by dividing the NAVD 88
 FE1089.geopotential number by the normal gravity value computed on the
 FE1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1089.degrees latitude (g = 980.6199 gals.).
 FE1089
 FE1089.The modeled gravity was interpolated from observed gravity values.
 FE1089
 FE1089;                    North         East     Units Scale Factor Converg.
 FE1089;SPC TN       -   122,924.799   290,388.183   MT  0.99997789   -1 59 44.1
 FE1089;SPC TN       -   403,295.78    952,715.23   sFT  0.99997789   -1 59 44.1
 FE1089;UTM  16      - 3,919,253.635   281,234.804   MT  1.00018982   -1 23 44.2
 FE1089
 FE1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1089!SPC TN       -   0.99998712  x   0.99997789  =   0.99996501
 FE1089!UTM  16      -   0.99998712  x   1.00018982  =   1.00017694
 FE1089
 FE1089:                Primary Azimuth Mark                     Grid Az
 FE1089:SPC TN       -  STANTON MUNICIPAL TANK                   007 13 50.0
 FE1089:UTM  16      -  STANTON MUNICIPAL TANK                   006 37 50.1
 FE1089
 FE1089|---------------------------------------------------------------------|
 FE1089| PID    Reference Object                     Distance      Geod. Az  |
 FE1089|                                                           dddmmss.s |
 FE1089| FE2517 STANTON MUNICIPAL TANK              APPROX. 7.9 KM 0051405.9 |
 FE1089| FE1090 HEBRON RM 1                          23.516 METERS 10623     |
 FE1089| FE1088 HEBRON RM 2                          32.769 METERS 19631     |
 FE1089| FE1087 HEBRON AZ MK                        299.844 METERS 30302     |
 FE1089|---------------------------------------------------------------------|
 FE1089
 FE1089                          SUPERSEDED SURVEY CONTROL
 FE1089
 FE1089  NAD 83(1995)-  35 23 33.59536(N)    089 24 31.36556(W) AD(       ) 3
 FE1089  NAD 83(1986)-  35 23 33.60164(N)    089 24 31.36462(W) AD(       ) 3
 FE1089  NAD 27      -  35 23 33.30340(N)    089 24 31.10290(W) AD(       ) 3
 FE1089  NGVD 29 (??/??/??)  109.648  (m)          359.74   (f) ADJUSTED    2 0
 FE1089
 FE1089.Superseded values are not recommended for survey control.
 FE1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1089.See file dsdata.txt to determine how the superseded data were derived.
 FE1089
 FE1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8123519254(NAD 83)
 FE1089_MARKER: DS = TRIANGULATION STATION DISK
 FE1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1089_STAMPING: HEBRON 1958
 FE1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1089+STABILITY: SURFACE MOTION
 FE1089
 FE1089  HISTORY     - Date     Condition        Report By
 FE1089  HISTORY     - 1958     MONUMENTED       CGS
 FE1089  HISTORY     - 1959     GOOD             CGS
 FE1089  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1089
 FE1089                          STATION DESCRIPTION
 FE1089
 FE1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1089'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF MASON AND
 FE1089'ABOUT 5 MILES SOUTH OF STANTON. IT IS 91 FEET NORTHWEST OF
 FE1089'THE NORTHWEST CORNER OF A FRAME FARM HOUSE, 17 FEET NORTHEAST OF A
 FE1089'12-INCH CEDAR TREE IN A FENCE LINE AND 14 FEET EAST OF A FENCE.
 FE1089'THE MARK IS SET FLUSH AND IS STAMPED HEBRON 1958.
 FE1089'
 FE1089'REFERENCE MARK NO. 1 IS 53 FEET NORTH OF THE NORTH SIDE OF THE FARM
 FE1089'HOUSE AND 8 FEET SOUTHEAST OF AN ELECTRIC PRESSURE PUMP. THE MARK
 FE1089'IS SET FLUSH AND IS STAMPED HEBRON NO 1 1958.
 FE1089'
 FE1089'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 20
 FE1089'FEET WEST OF THE CENTER OF A TRACK ROAD AND 1 FOOT NORTH OF A FENCE.
 FE1089'THE MARK IS SET FLUSH AND IS STAMPED HEBRON NO 2 1958.
 FE1089'
 FE1089'THE AZIMUTH MARK IS 26 FEET NORTHWEST OF A 24-INCH OAK TREE, 33 FEET
 FE1089'EAST OF THE CENTER OF A GRAVELED ROAD AND 4 FEET SOUTHEAST OF A
 FE1089'THREE-WAY FENCE CORNER. THE MARK IS SET FLUSH AND IS STAMPED HEBRON
 FE1089'1958.
 FE1089'
 FE1089'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STANTON, GO WEST ON
 FE1089'OILED STREET FOR 0.15 MILE TO A T ROAD, TURN LEFT, CROSSING
 FE1089'RAILROAD TRACKS AND GO SOUTH ON OILED ROAD FOR 1.3 MILES TO POINT
 FE1089'WHERE PAVEMENT TURNS LEFT AND A DIRT ROAD CONTINUES STRAIGHT
 FE1089'AHEAD, TURN LEFT AND FOLLOW PAVEMENT FOR 7.9 MILES TO A SIDE ROAD
 FE1089'RIGHT JUST BEFORE REACHING A SMALL BRIDGE, TURN RIGHT AND GO WEST ON
 FE1089'DIRT ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT
 FE1089'AHEAD, WEST, ON DIRT ROAD FOR 2.3 MILES TO A T ROAD, TURN RIGHT AND
 FE1089'GO NORTH ON GRAVELED ROAD FOR 2.6 MILES TO A MAIL BOX (LETTERED R.E.
 FE1089'PERRY) AND DRIVEWAY RIGHT*, TURN RIGHT AND GO EAST FOR 0.15 MILE
 FE1089'TO FARM HOUSE AND STATION AS DESCRIBED.
 FE1089'
 FE1089'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON
 FE1089'GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 FE1089'
 FE1089'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1089
 FE1089                          STATION RECOVERY (1959)
 FE1089
 FE1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1089'13.5 MI ESE FROM BRADEN.
 FE1089'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1089'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1089'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1089'MILE NORTHEAST ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A
 FE1089'DIRT ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5
 FE1089'MILE NORTH, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE
 FE1089'1.45 MILES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST, AND
 FE1089'0.65 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES EAST,
 FE1089'THENCE 0.15 MILE SOUTH, THENCE 0.15 MILE EAST ALONG A PRIVATE
 FE1089'ROAD.  THE MARK IS 91 FEET NORTHWEST OF THE NORTHWEST CORNER
 FE1089'OF A FRAME FARM HOUSE, 17 FEET NORTHEAST OF A 12-INCH CEDAR
 FE1089'TREE IN A FENCE LINE AND 14 FEET EAST OF A FENCE.  IT IS SET
 FE1089'FLUSH WITH THE SURFACE OF THE GROUND.
 FE1089
 FE1089                          STATION RECOVERY (2002)
 FE1089
 FE1089'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1089'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1087 ***********************************************************************
 FE1087  DESIGNATION -  HEBRON AZ MK
 FE1087  PID         -  FE1087
 FE1087  STATE/COUNTY-  TN/FAYETTE
 FE1087  USGS QUAD   -  STANTON (1983)
 FE1087
 FE1087                         *CURRENT SURVEY CONTROL
 FE1087  ___________________________________________________________________
 FE1087* NAD 83(1995)-  35 23 38.89375(N)    089 24 41.32490(W)     ADJUSTED  
 FE1087* NAVD 88     -       104.746  (meters)     343.65   (feet)  ADJUSTED  
 FE1087  ___________________________________________________________________
 FE1087  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 FE1087  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1087  DYNAMIC HT  -         104.652 (meters)     343.35  (feet)  COMP
 FE1087  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FE1087
 FE1087  HORZ ORDER  -  SECOND
 FE1087  VERT ORDER  -  SECOND    CLASS 0
 FE1087
 FE1087.The horizontal coordinates were established by classical geodetic methods
 FE1087.and adjusted by the National Geodetic Survey in April 1999..
 FE1087
 FE1087.The orthometric height was determined by differential leveling
 FE1087.and adjusted by the National Geodetic Survey in June 1991..
 FE1087
 FE1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1087
 FE1087.The geoid height was determined by GEOID03.
 FE1087
 FE1087.The dynamic height is computed by dividing the NAVD 88
 FE1087.geopotential number by the normal gravity value computed on the
 FE1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1087.degrees latitude (g = 980.6199 gals.).
 FE1087
 FE1087.The modeled gravity was interpolated from observed gravity values.
 FE1087
 FE1087;                    North         East     Units Scale Factor Converg.
 FE1087;SPC TN       -   123,096.916   290,142.666   MT  0.99997769   -1 59 50.0
 FE1087;SPC TN       -   403,860.47    951,909.73   sFT  0.99997769   -1 59 50.0
 FE1087;UTM  16      - 3,919,423.207   280,987.446   MT  1.00019115   -1 23 50.2
 FE1087
 FE1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1087!SPC TN       -   0.99998789  x   0.99997769  =   0.99996558
 FE1087!UTM  16      -   0.99998789  x   1.00019115  =   1.00017904
 FE1087
 FE1087                          SUPERSEDED SURVEY CONTROL
 FE1087
 FE1087  NAD 83(1995)-  35 23 38.89933(N)    089 24 41.32638(W) AD(       ) 2
 FE1087  NAD 83(1986)-  35 23 38.90560(N)    089 24 41.32538(W) AD(       ) 2
 FE1087  NAD 27      -  35 23 38.60760(N)    089 24 41.06350(W) AD(       ) 2
 FE1087  NGVD 29 (??/??/??)  104.735  (m)          343.62   (f) ADJUSTED    2 0
 FE1087
 FE1087.Superseded values are not recommended for survey control.
 FE1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1087.See file dsdata.txt to determine how the superseded data were derived.
 FE1087
 FE1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8098719423(NAD 83)
 FE1087_MARKER: DZ = AZIMUTH MARK DISK
 FE1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1087_STAMPING: HEBRON 1958
 FE1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1087+STABILITY: SURFACE MOTION
 FE1087
 FE1087  HISTORY     - Date     Condition        Report By
 FE1087  HISTORY     - 1958     MONUMENTED       CGS
 FE1087  HISTORY     - 1959     GOOD             CGS
 FE1087  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1087
 FE1087                          STATION DESCRIPTION
 FE1087
 FE1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1087'THE AZIMUTH MARK IS 26 FEET NORTHWEST OF A 24-INCH OAK TREE, 33 FEET
 FE1087'EAST OF THE CENTER OF A GRAVELED ROAD AND 4 FEET SOUTHEAST OF A
 FE1087'THREE-WAY FENCE CORNER. THE MARK IS SET FLUSH AND IS STAMPED HEBRON
 FE1087'1958.
 FE1087'
 FE1087'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STANTON, GO WEST ON
 FE1087'OILED STREET FOR 0.15 MILE TO A T ROAD, TURN LEFT, CROSSING
 FE1087'RAILROAD TRACKS AND GO SOUTH ON OILED ROAD FOR 1.3 MILES TO POINT
 FE1087'WHERE PAVEMENT TURNS LEFT AND A DIRT ROAD CONTINUES STRAIGHT
 FE1087'AHEAD, TURN LEFT AND FOLLOW PAVEMENT FOR 7.9 MILES TO A SIDE ROAD
 FE1087'RIGHT JUST BEFORE REACHING A SMALL BRIDGE, TURN RIGHT AND GO WEST ON
 FE1087'DIRT ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT
 FE1087'AHEAD, WEST, ON DIRT ROAD FOR 2.3 MILES TO A T ROAD, TURN RIGHT AND
 FE1087'GO NORTH ON GRAVELED ROAD FOR 2.6 MILES TO A MAIL BOX (LETTERED R.E.
 FE1087'PERRY) AND DRIVEWAY RIGHT.  CONTINUE NORTH ON
 FE1087'GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 FE1087
 FE1087                          STATION RECOVERY (1959)
 FE1087
 FE1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1087'13.2 MI ESE FROM BRADEN.
 FE1087'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1087'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1087'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE
 FE1087'1 MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT
 FE1087'ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE
 FE1087'NORTH, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.45
 FE1087'MILES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST, AND 0.65
 FE1087'MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES EAST, 171
 FE1087'FT. SOUTHEAST OF THE CENTER LINE OF A T JUNCTION 35 FT. EAST
 FE1087'OF THE CENTER LINE OF A GRAVEL ROAD, 3 FT. EAST OF THE NORTH-SOUTH
 FE1087'FENCE, 3 FT. SOUTH OF THE EAST-WEST FENCE, A C AND GS DISK SET
 FE1087'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, ABOUT 4 FT.
 FE1087'BELOW THE LEVEL OF THE ROAD.
 FE1087
 FE1087                          STATION RECOVERY (2002)
 FE1087
 FE1087'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1087'MONUMENT LOCATED ON N EDGE OF DIRT FILL FOR NOW ABANDONED GAS STATION.
 FE1087'MONUMENT POSSIBLY STILL EXISTS BUT IS COVERED BY APPROX. 5 FT OF DIRT.
 FE1087' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1090 ***********************************************************************
 FE1090  DESIGNATION -  HEBRON RM 1
 FE1090  PID         -  FE1090
 FE1090  STATE/COUNTY-  TN/FAYETTE
 FE1090  USGS QUAD   -  STANTON (1983)
 FE1090
 FE1090                         *CURRENT SURVEY CONTROL
 FE1090  ___________________________________________________________________
 FE1090* NAD 83(1986)-  35 23 32.     (N)    089 24 30.     (W)     SCALED    
 FE1090* NAVD 88     -       109.905  (meters)     360.58   (feet)  ADJUSTED  
 FE1090  ___________________________________________________________________
 FE1090  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1090  DYNAMIC HT  -         109.807 (meters)     360.26  (feet)  COMP
 FE1090  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 FE1090
 FE1090  VERT ORDER  -  SECOND    CLASS 0
 FE1090
 FE1090.The horizontal coordinates were scaled from a topographic map and have
 FE1090.an estimated accuracy of +/- 6 seconds.
 FE1090
 FE1090.The orthometric height was determined by differential leveling
 FE1090.and adjusted by the National Geodetic Survey in June 1991..
 FE1090
 FE1090.The geoid height was determined by GEOID03.
 FE1090
 FE1090.The dynamic height is computed by dividing the NAVD 88
 FE1090.geopotential number by the normal gravity value computed on the
 FE1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1090.degrees latitude (g = 980.6199 gals.).
 FE1090
 FE1090.The modeled gravity was interpolated from observed gravity values.
 FE1090
 FE1090;                    North         East    Units  Estimated Accuracy
 FE1090;SPC TN       -   122,880.      290,420.      MT  (+/- 180 meters Scaled)
 FE1090
 FE1090                          SUPERSEDED SURVEY CONTROL
 FE1090
 FE1090  NGVD 29 (??/??/??)  109.894  (m)          360.54   (f) ADJUSTED    2 0
 FE1090
 FE1090.Superseded values are not recommended for survey control.
 FE1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1090.See file dsdata.txt to determine how the superseded data were derived.
 FE1090
 FE1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE812192(NAD 83)
 FE1090_MARKER: DR = REFERENCE MARK DISK
 FE1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1090_STAMPING: HEBRON NO 1 1958
 FE1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1090+STABILITY: SURFACE MOTION
 FE1090
 FE1090  HISTORY     - Date     Condition        Report By
 FE1090  HISTORY     - 1958     MONUMENTED       CGS
 FE1090  HISTORY     - 1959     GOOD             CGS
 FE1090  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1090
 FE1090                          STATION DESCRIPTION
 FE1090
 FE1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1090'13.5 MI ESE FROM BRADEN.
 FE1090'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1090'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1090'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1090'MILE NORTHEAST ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A
 FE1090'DIRT ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5
 FE1090'MILE NORTH, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE
 FE1090'1.45 MILIES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST,
 FE1090'AND 0.65 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES
 FE1090'EAST, THENCE 0.15 MILE EAST ALONG A PRIVATE ROAD.  THE MARK
 FE1090'IS 53 FEET NORTH OF THE NORTH SIDE OF THE FARM HOUSE AND 8
 FE1090'FEET SOUTHEAST OF AN ELECTRIC PRESSURE PUMP.  THE MARK IS
 FE1090'SET FLUSH WITH THE SURFACE OF THE GROUND.  THIS MARK IS 77
 FE1090'FEET EAST OF THE STATION MARK.
 FE1090
 FE1090                          STATION RECOVERY (2002)
 FE1090
 FE1090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1090'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1088 ***********************************************************************
 FE1088  DESIGNATION -  HEBRON RM 2
 FE1088  PID         -  FE1088
 FE1088  STATE/COUNTY-  TN/FAYETTE
 FE1088  USGS QUAD   -  STANTON (1983)
 FE1088
 FE1088                         *CURRENT SURVEY CONTROL
 FE1088  ___________________________________________________________________
 FE1088* NAD 83(1986)-  35 23 31.     (N)    089 24 30.     (W)     SCALED    
 FE1088* NAVD 88     -       109.901  (meters)     360.57   (feet)  ADJUSTED  
 FE1088  ___________________________________________________________________
 FE1088  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1088  DYNAMIC HT  -         109.803 (meters)     360.25  (feet)  COMP
 FE1088  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 FE1088
 FE1088  VERT ORDER  -  SECOND    CLASS 0
 FE1088
 FE1088.The horizontal coordinates were scaled from a topographic map and have
 FE1088.an estimated accuracy of +/- 6 seconds.
 FE1088
 FE1088.The orthometric height was determined by differential leveling
 FE1088.and adjusted by the National Geodetic Survey in June 1991..
 FE1088
 FE1088.The geoid height was determined by GEOID03.
 FE1088
 FE1088.The dynamic height is computed by dividing the NAVD 88
 FE1088.geopotential number by the normal gravity value computed on the
 FE1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1088.degrees latitude (g = 980.6199 gals.).
 FE1088
 FE1088.The modeled gravity was interpolated from observed gravity values.
 FE1088
 FE1088;                    North         East    Units  Estimated Accuracy
 FE1088;SPC TN       -   122,840.      290,420.      MT  (+/- 180 meters Scaled)
 FE1088
 FE1088                          SUPERSEDED SURVEY CONTROL
 FE1088
 FE1088  NGVD 29 (??/??/??)  109.890  (m)          360.53   (f) ADJUSTED    2 0
 FE1088
 FE1088.Superseded values are not recommended for survey control.
 FE1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1088.See file dsdata.txt to determine how the superseded data were derived.
 FE1088
 FE1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE812191(NAD 83)
 FE1088_MARKER: DR = REFERENCE MARK DISK
 FE1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1088_STAMPING: HEBRON NO 2 1958
 FE1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1088+STABILITY: SURFACE MOTION
 FE1088
 FE1088  HISTORY     - Date     Condition        Report By
 FE1088  HISTORY     - 1958     MONUMENTED       CGS
 FE1088  HISTORY     - 1959     GOOD             CGS
 FE1088  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1088
 FE1088                          STATION DESCRIPTION
 FE1088
 FE1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1088'13.5 MI ESE FROM BRADEN.
 FE1088'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1088'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1088'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1088'MILE NORTHEAST ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A
 FE1088'DIRT ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5
 FE1088'MILE NORTH, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE
 FE1088'1.45 MILES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST,
 FE1088'AND 0.65 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES
 FE1088'EAST, THENCE 0.15 MILE SOUTH, THENCE 0.15 MILE EAST ALONG A
 FE1088'PRIVATE ROAD.  THE MARK IS 107 FEET SOUTH OF THE STATION MARK,
 FE1088'13 FEET WEST OF THE CENTER OF A DIM TRACK ROAD AND 1 FOOT EAST
 FE1088'OF A NORTH-SOUTH FENCE LINE.  THE MARK IS SET FLUSH WITH THE
 FE1088'SURFACE OF THE GROUND.
 FE1088
 FE1088                          STATION RECOVERY (2002)
 FE1088
 FE1088'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1088'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0019 ***********************************************************************
 FE0019  CBN         -  This is a Cooperative Base Network Control Station.
 FE0019  DESIGNATION -  HEDGE
 FE0019  PID         -  FE0019
 FE0019  STATE/COUNTY-  TN/HENDERSON
 FE0019  USGS QUAD   -  HOLLADAY (1987)
 FE0019
 FE0019                         *CURRENT SURVEY CONTROL
 FE0019  ___________________________________________________________________
 FE0019* NAD 83(1995)-  35 48 46.20519(N)    088 12 24.61682(W)     ADJUSTED  
 FE0019* NAVD 88     -       176.499  (meters)     579.06   (feet)  ADJUSTED  
 FE0019  ___________________________________________________________________
 FE0019  X           -     162,036.576 (meters)                     COMP
 FE0019  Y           -  -5,175,762.494 (meters)                     COMP
 FE0019  Z           -   3,711,457.400 (meters)                     COMP
 FE0019  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FE0019  ELLIP HEIGHT-         148.28  (meters)          (08/03/04) GPS OBS
 FE0019  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0019  DYNAMIC HT  -         176.344 (meters)     578.56  (feet)  COMP
 FE0019  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 FE0019
 FE0019  HORZ ORDER  -  A
 FE0019  VERT ORDER  -  SECOND    CLASS 0
 FE0019  ELLP ORDER  -  FOURTH    CLASS I
 FE0019
 FE0019.The horizontal coordinates were established by GPS observations
 FE0019.and adjusted by the National Geodetic Survey in August 2004..
 FE0019
 FE0019.The orthometric height was determined by differential leveling
 FE0019.and adjusted by the National Geodetic Survey in June 1991..
 FE0019
 FE0019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0019
 FE0019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0019
 FE0019.The ellipsoidal height was determined by GPS observations
 FE0019.and is referenced to NAD 83.
 FE0019
 FE0019.The geoid height was determined by GEOID03.
 FE0019
 FE0019.The dynamic height is computed by dividing the NAVD 88
 FE0019.geopotential number by the normal gravity value computed on the
 FE0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0019.degrees latitude (g = 980.6199 gals.).
 FE0019
 FE0019.The modeled gravity was interpolated from observed gravity values.
 FE0019
 FE0019;                    North         East     Units Scale Factor Converg.
 FE0019;SPC TN       -   166,397.602   400,581.421   MT  0.99994847   -1 17 31.1
 FE0019;SPC TN       -   545,922.80  1,314,240.88   sFT  0.99994847   -1 17 31.1
 FE0019;UTM  16      - 3,963,861.362   390,971.563   MT  0.99974648   -0 42 22.5
 FE0019
 FE0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0019!SPC TN       -   0.99997673  x   0.99994847  =   0.99992520
 FE0019!UTM  16      -   0.99997673  x   0.99974648  =   0.99972321
 FE0019
 FE0019|---------------------------------------------------------------------|
 FE0019| PID    Reference Object                     Distance      Geod. Az  |
 FE0019|                                                           dddmmss.s |
 FE0019| FE0022 HEDGE RM 1                           22.520 METERS 05935     |
 FE0019| FE0018 HEDGE RM 2                           21.882 METERS 13407     |
 FE0019| FE0014 TRACE                               APPROX. 4.2 KM 2773047.7 |
 FE0019|---------------------------------------------------------------------|
 FE0019
 FE0019                          SUPERSEDED SURVEY CONTROL
 FE0019
 FE0019  NAD 83(1995)-  35 48 46.20969(N)    088 12 24.61158(W) AD(       ) 2
 FE0019  NAD 83(1995)-  35 48 46.21162(N)    088 12 24.61741(W) AD(       ) 2
 FE0019  NAD 83(1986)-  35 48 46.21984(N)    088 12 24.61208(W) AD(       ) 2
 FE0019  NAD 27      -  35 48 45.98790(N)    088 12 24.46410(W) AD(       ) 2
 FE0019  NAVD 88 (08/03/04)  176.50   (m)          579.1    (f) LEVELING    3  
 FE0019  NGVD 29 (??/??/??)  176.519  (m)          579.13   (f) ADJUSTED    2 0
 FE0019
 FE0019.Superseded values are not recommended for survey control.
 FE0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0019.See file dsdata.txt to determine how the superseded data were derived.
 FE0019
 FE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9097263861(NAD 83)
 FE0019_MARKER: DE = TRAVERSE STATION DISK
 FE0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0019_STAMPING: HEDGE 1959
 FE0019_MARK LOGO: CGS   
 FE0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0019+STABILITY: SURFACE MOTION
 FE0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0019+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE0019
 FE0019  HISTORY     - Date     Condition        Report By
 FE0019  HISTORY     - 1959     MONUMENTED       CGS
 FE0019  HISTORY     - 1972     GOOD             TVA
 FE0019  HISTORY     - 1975     GOOD             NGS
 FE0019  HISTORY     - 1975     GOOD             NGS
 FE0019  HISTORY     - 1975     GOOD             NGS
 FE0019  HISTORY     - 20031010 GOOD             TNDT
 FE0019
 FE0019                          STATION DESCRIPTION
 FE0019
 FE0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0019'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHWEST OF CAMDEN,
 FE0019'ABOUT 12 MILES NORTH-NORTHWEST OF PARSONS, ABOUT 1 MILE SOUTH OF
 FE0019'SMALL VILLAGE OF SHILOH, 36 FEET WEST OF THE CENTER OF THE GRAVELED
 FE0019'ROAD AND 6 FEET SOUTH OF A WITNESS SIGN. THE MARK IS A STANDARD
 FE0019'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE
 FE0019'SURFACE OF THE GROUND AND IS STAMPED HEDGE 1959.
 FE0019'
 FE0019'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0019'BELOW THE SURFACE OF THE GROUND AND IS STAMPED HEDGE 1959.
 FE0019'
 FE0019'TO REACH THE STATION FROM THE POST OFFICE IN CAMDEN, GO SOUTH ON
 FE0019'STATE HIGHWAY NO. 69 FOR 1.35 MILES TO A SIGN NATCHEZ TRACE
 FE0019'STATE PARK AND A SIDE ROAD ON THE RIGHT JUST AFTER PASSING UNDER AN
 FE0019'OVERPASS, TURN RIGHT AND GO SOUTHWEST FOR 0.2 MILE TO A FORK, TAKE
 FE0019'THE RIGHT FORK OR STRAIGHT AND GO SOUTHWEST FOR 8.8 MILES TO A SIGN
 FE0019'NATCHEZ TRACE STATE PARK 16 MILES AND A SIDE ROAD ON THE LEFT,
 FE0019'TURN LEFT AND GO SOUTH FOR 2.35 MILES TO THE END OF THE PAVEMENT AND
 FE0019'A FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 4.55 MILES TO A
 FE0019'SIGN WORLDS LARGEST PECAN TREE, CONTINUE SOUTHWEST FOR 1.7 MILES
 FE0019'TO A SIDE ROAD ON THE LEFT AND A POST MARKED US TVA 103-107, TURN
 FE0019'LEFT AND GO SOUTHEAST FOR 2.1 MILES TO A FORK, TAKE THE RIGHT FORK
 FE0019'AND GO SOUTH FOR 0.15 MILE TO A STORE ON THE LEFT IN THE SMALL
 FE0019'VILLAGE OF SHILOH, CONTINUE SOUTH FOR 0.05 MILE TO A FORK, TAKE
 FE0019'THE LEFT FORK OR STRAIGHT AHEAD AND GO SOUTH FOR 1.4 MILES TO THE
 FE0019'STATION ON THE RIGHT AS DESCRIBED.
 FE0019'
 FE0019'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE GRAVELED
 FE0019'ROAD AND 11 FEET NORTH OF A PIPE LINE POST. THE MARK IS SET FLUSH
 FE0019'WITH THE SURFACE OF THE GROUND AND IS STAMPED HEDGE NO 1 1959.
 FE0019'
 FE0019'REFERENCE MARK NO. 2 IS 15 FEET EAST OF THE CENTER OF THE GRAVELED
 FE0019'ROAD. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0019'STAMPED HEDGE NO 2 1959.
 FE0019'
 FE0019'NO SUTIABLE LOCATION FOR AN AZIMUTH MARK.
 FE0019'
 FE0019'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FE0019
 FE0019                          STATION RECOVERY (1972)
 FE0019
 FE0019'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE0019'CONDITION OF POINT WHEN FOUND GOOD.
 FE0019'
 FE0019'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HEDGE STATION MARK
 FE0019'1959 USC AND GS.
 FE0019'
 FE0019'SEE ORIGINAL DESCRIPTION.
 FE0019'
 FE0019'ADD TO DESCRIPTION 15.0 FT. S 70 E. OF POWER POLE.
 FE0019'68.0 FT. S 65 W. OF GASE LINE POST SIGN.
 FE0019'NO. 487 (MID-VALLEY PIPELINE, CO.).
 FE0019'
 FE0019'POST AND SIGN SET AT MON.
 FE0019'
 FE0019'HEDGE RM NO 1-CONDITION OF POINT WHEN FOUND BROKEN,
 FE0019'LAYING ON TOP OF GROUND.
 FE0019'
 FE0019'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HEDGE NO. 1 1959
 FE0019'USC AND GS.
 FE0019'
 FE0019'DESTROYED.  GRADED OUT, FOUND LAYING ON TOP OF GROUND BROKEN.
 FE0019'
 FE0019'HEDGE RM NO 2-CONDITION OF POINT WHEN FOUND BROKEN
 FE0019'LAYING ON TOP OF GROUND.
 FE0019'
 FE0019'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT HEDGE NO 2 1959
 FE0019'USC AND GS.
 FE0019'
 FE0019'DESTROYED.  GRADED OUT.
 FE0019'
 FE0019'DISTANCE AND DIRECTION FROM NEAREST TOWN 17.0 MI. S.S.W. OF CAMDEN.
 FE0019
 FE0019                          STATION RECOVERY (1975)
 FE0019
 FE0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FE0019'THE STATION MARK WAS FOUND IN GOOD CONDITION.  BOTH REFERENCE MARKS
 FE0019'WERE FOUND DESTROYED BY GRADING.  REFERENCE MARKS 3 AND 4 WERE SET
 FE0019'TO HELP IN FUTURE RECOVERY OF THE STATION.  THERE IS NO SITE
 FE0019'AVAILABLE TO SET AN AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 FE0019'
 FE0019'THE STATION IS 32 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 FE0019'6 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT NORTH OF A METAL
 FE0019'WITNESS POST, 15 FEET EAST OF A POWER POLE AND 68 FEET SOUTHWEST OF
 FE0019'A GAS LINE POST AND SIGN 487.  THE MONUMENT IS FLUSH AND THE DISK
 FE0019'IS STAMPED HEDGE 1959.
 FE0019'
 FE0019'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FE0019'STATE HIGHWAY 22 JUST NORTHWEST OF WILDERSVILLE, GO EAST ON HIGHWAY
 FE0019'40 FOR 10.7 MILES TO A OVERPASS.  FROM THE OVERPASS, GO SOUTH ON
 FE0019'GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 FE0019'
 FE0019'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE0019'HEDGE 1959 NO 3 1975, PROJECTING 3 INCHES, 26 FEET EAST OF THE
 FE0019'CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF THE PIPELINE SIGN POST,
 FE0019'AND 53 FEET NORTHWEST OF A 14 INCH OAK TREE.
 FE0019'
 FE0019'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FE0019'HEDGE 1959 NO 4 1975, PROJECTING 3 INCHES, 31 FEET NORTHWEST OF A
 FE0019'TRIPLE TRUNK OAK TREE, 25 FEET EAST OF THE CENTERLINE OF THE ROAD
 FE0019'AND 6 INCHES NORTH OF A METAL WITNESS POST.
 FE0019'
 FE0019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 FE0019'EAST OF WILDERSVILLE.
 FE0019'
 FE0019'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FE0019
 FE0019                          STATION RECOVERY (1975)
 FE0019
 FE0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE0019'17.8 MI SE FROM YUMA.
 FE0019'LOCATED 10.7 MILES EAST ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FE0019'WITH STATE HIGHWAY 22 JUST NORTH OF WILDERSVILLE TO AN OVERPASS,
 FE0019'THENCE SOUTH ALONG A GRAVELED ROAD TO THE MARK ON THE RIGHT, 32 FEET
 FE0019'WEST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTH OF A METAL WITNESS
 FE0019'POST, 15 FEET EAST OF A POWER POLE AND 68 FEET SOUTHWEST OF A GAS LINE
 FE0019'POST AND SIGN NUMBER 487, SET IN THE TOP OF A SQUARE CONCRETE POST
 FE0019'FLUSH WITH THE GROUND.
 FE0019
 FE0019                          STATION RECOVERY (1975)
 FE0019
 FE0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FE0019'DUE TO VARIOUS CHANGE A NEW DESCRIPTION FOLLOWS-- 10.7 MILES EAST
 FE0019'ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH STATE HIGHWAY 22
 FE0019'JUST NORTH OF WILDERSVILLE TO AN OVERPASS, THENCE SOUTH ALONG
 FE0019'GRAVELED ROAD TO THE MARK ON THE RIGHT, 32 FEET WEST OF THE
 FE0019'CENTERLINE OF THE ROAD, 6 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 FE0019'NORTH OF A METAL WITNESS POST, 15 FEET EAST OF A POWER POLE AND 68
 FE0019'FEET SOUTHWEST OF A GAS LINE POST AND SIGN 487, SET IN THE TOP OF A
 FE0019'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FE0019
 FE0019                          STATION RECOVERY (2003)
 FE0019
 FE0019'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE0019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0020 ***********************************************************************
 FE0020  DESIGNATION -  HEDGE RM 3
 FE0020  PID         -  FE0020
 FE0020  STATE/COUNTY-  TN/HENDERSON
 FE0020  USGS QUAD   -  HOLLADAY (1987)
 FE0020
 FE0020                         *CURRENT SURVEY CONTROL
 FE0020  ___________________________________________________________________
 FE0020* NAD 83(1986)-  35 48 45.     (N)    088 12 24.     (W)     SCALED    
 FE0020* NAVD 88     -       175.60   (+/-2cm)     576.1    (feet)  VERTCON   
 FE0020  ___________________________________________________________________
 FE0020  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0020
 FE0020  VERT ORDER  -  ? (See Below)
 FE0020
 FE0020.The horizontal coordinates were scaled from a topographic map and have
 FE0020.an estimated accuracy of +/- 6 seconds.
 FE0020
 FE0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0020.The vertical order pertains to the NGVD 29 superseded value.
 FE0020
 FE0020.The geoid height was determined by GEOID03.
 FE0020
 FE0020;                    North         East    Units  Estimated Accuracy
 FE0020;SPC TN       -   166,360.      400,600.      MT  (+/- 180 meters Scaled)
 FE0020
 FE0020                          SUPERSEDED SURVEY CONTROL
 FE0020
 FE0020  NGVD 29 (??/??/??)  175.624  (m)          576.19   (f) ADJUSTED    ?  
 FE0020
 FE0020.Superseded values are not recommended for survey control.
 FE0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0020.See file dsdata.txt to determine how the superseded data were derived.
 FE0020
 FE0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE909638(NAD 83)
 FE0020_MARKER: DR = REFERENCE MARK DISK
 FE0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0020_SP_SET: ALUMINUM
 FE0020_STAMPING: HEDGE 1959 NO 3 1975
 FE0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0020+STABILITY: SURFACE MOTION
 FE0020
 FE0020  HISTORY     - Date     Condition        Report By
 FE0020  HISTORY     - 1975     MONUMENTED       NGS
 FE0020
 FE0020                          STATION DESCRIPTION
 FE0020
 FE0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FE0020'10 MI E FROM WILDERSVILLE.
 FE0020'10.7 MILE EAST ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FE0020'WITH STATE HIGHWAY 22, JUST NORTHWEST OF WILDERSVILLE, THENCE
 FE0020'SOUTH FROM OVERPASS ON GRAVELED ROAD FOR 0.15 MILE, 26 FEET EAST
 FE0020'OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF A GAS PIPELINE
 FE0020'SIGN POST 487, THE MONUMENT PROJECTS 3 INCHES AND IS A STANDARD
 FE0020'SCREW TYPE REFERENCE MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0021 ***********************************************************************
 FE0021  DESIGNATION -  HEDGE RM 4
 FE0021  PID         -  FE0021
 FE0021  STATE/COUNTY-  TN/HENDERSON
 FE0021  USGS QUAD   -  HOLLADAY (1987)
 FE0021
 FE0021                         *CURRENT SURVEY CONTROL
 FE0021  ___________________________________________________________________
 FE0021* NAD 83(1986)-  35 48 45.     (N)    088 12 24.     (W)     SCALED    
 FE0021* NAVD 88     -       176.09   (+/-2cm)     577.7    (feet)  VERTCON   
 FE0021  ___________________________________________________________________
 FE0021  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0021
 FE0021  VERT ORDER  -  ? (See Below)
 FE0021
 FE0021.The horizontal coordinates were scaled from a topographic map and have
 FE0021.an estimated accuracy of +/- 6 seconds.
 FE0021
 FE0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0021.The vertical order pertains to the NGVD 29 superseded value.
 FE0021
 FE0021.The geoid height was determined by GEOID03.
 FE0021
 FE0021;                    North         East    Units  Estimated Accuracy
 FE0021;SPC TN       -   166,360.      400,600.      MT  (+/- 180 meters Scaled)
 FE0021
 FE0021                          SUPERSEDED SURVEY CONTROL
 FE0021
 FE0021  NGVD 29 (??/??/??)  176.110  (m)          577.79   (f) ADJUSTED    ?  
 FE0021
 FE0021.Superseded values are not recommended for survey control.
 FE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0021.See file dsdata.txt to determine how the superseded data were derived.
 FE0021
 FE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE909638(NAD 83)
 FE0021_MARKER: DR = REFERENCE MARK DISK
 FE0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0021_SP_SET: ALUMINUM
 FE0021_STAMPING: HEDGE 1959 NO 4 1975
 FE0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0021+STABILITY: SURFACE MOTION
 FE0021
 FE0021  HISTORY     - Date     Condition        Report By
 FE0021  HISTORY     - 1975     MONUMENTED       NGS
 FE0021
 FE0021                          STATION DESCRIPTION
 FE0021
 FE0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FE0021'10 MI E FROM WILDERSVILLE.
 FE0021'10.7 MILES EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FE0021'WITH STATE HIGHWAY 22 TO AN OVERPASS, THENCE SOUTH ON GRAVELED
 FE0021'ROAD FOR 0.15 MILE TO THE MARK, 31 FEET NORTHWEST OF A TRIPLE
 FE0021'TRUNK OAK TREE, 25 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FE0021'6 INCHES NORTH OF A METAL WITNESS POST, A STANDARD SCREW TYPE
 FE0021'REFERENCE MARK DISK PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1928 ***********************************************************************
 FB1928  DESIGNATION -  HEISKELL RESET
 FB1928  PID         -  FB1928
 FB1928  STATE/COUNTY-  TN/KNOX
 FB1928  USGS QUAD   -  KNOXVILLE (1978)
 FB1928
 FB1928                         *CURRENT SURVEY CONTROL
 FB1928  ___________________________________________________________________
 FB1928* NAD 83(1986)-  35 59 31.     (N)    083 57 00.     (W)     SCALED    
 FB1928* NAVD 88     -       289.29   (meters)     949.1    (feet)  RESET     
 FB1928  ___________________________________________________________________
 FB1928  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1928
 FB1928  VERT ORDER  -  THIRD
 FB1928
 FB1928.The horizontal coordinates were scaled from a topographic map and have
 FB1928.an estimated accuracy of +/- 6 seconds.
 FB1928
 FB1928.The orthometric height was computed from unverified reset data.
 FB1928
 FB1928.The geoid height was determined by GEOID03.
 FB1928
 FB1928;                    North         East    Units  Estimated Accuracy
 FB1928;SPC TN       -   185,960.      784,830.      MT  (+/- 180 meters Scaled)
 FB1928
 FB1928                          SUPERSEDED SURVEY CONTROL
 FB1928
 FB1928.No superseded survey control is available for this station.
 FB1928
 FB1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340870(NAD 83)
 FB1928_MARKER: DE = TRAVERSE STATION DISK
 FB1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1928_STAMPING: HEISKELL 1960 1968
 FB1928_MARK LOGO: CGS   
 FB1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1928+STABILITY: SURFACE MOTION
 FB1928
 FB1928  HISTORY     - Date     Condition        Report By
 FB1928  HISTORY     - 1968     MONUMENTED       CGS
 FB1928  HISTORY     - 1982     GOOD             LOCENG
 FB1928
 FB1928                          STATION DESCRIPTION
 FB1928
 FB1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1928'IN KNOXVILLE.
 FB1928'THIS MARK IS AT THE HEISKELL 1960 1968 TRAVERSE STATION SITE,
 FB1928'2.2 MILES NORTHWESTERLY ALONG INTERSTATE ROUTE 75 FROM THE CLOVER
 FB1928'LEAF INTERCHANGE AT INTERSTATE ROUTE 40 IN KNOXVILLE, THENCE
 FB1928'RIGHT ON THE EAST CENTRAL STREET EXIT FOR 0.2 MILE TO A SMALL
 FB1928'LANDSCAPED AREA ON THE RIGHT AND THE MARK AS DESCRIBED.  IT IS 64
 FB1928'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE EAST CENTRAL
 FB1928'STREET EXIT LANE, 62 FEET SOUTH OF A GUYED TELEPHONE POLE, 48.10
 FB1928'FEET SOUTHEAST OF REFERENCE MARK NO. 3, 45.94 FEET EAST OF
 FB1928'REFERENCE MARK NO. 2, 38 FEET NORTH-NORTHEAST OF THE NORTHWEST
 FB1928'CORNER OF A JOG IN THE RIGHT-OF-WAY FENCE, 29.79 FEET SOUTHWEST
 FB1928'OF REFERENCE MARK NO. 1, 4 FEET WEST OF A METAL WITNESS POST
 FB1928'AND SIGN, AND 3.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 FB1928'IT IS A STANDARD TRAVERSE STATION MARK DISK SET IN THE TOP OF
 FB1928'A 12-INCH, ROUND, CLAY SOIL PIPE FILLED WITH CONCRETE AND
 FB1928'PROJECTING ABOUT 4 INCHES, AND THE DISK IS STAMPED HEISKELL 1960
 FB1928'1968.
 FB1928
 FB1928                          STATION RECOVERY (1982)
 FB1928
 FB1928'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1929 ***********************************************************************
 FB1929  DESIGNATION -  HEISKELL RM 1
 FB1929  PID         -  FB1929
 FB1929  STATE/COUNTY-  TN/KNOX
 FB1929  USGS QUAD   -  KNOXVILLE (1978)
 FB1929
 FB1929                         *CURRENT SURVEY CONTROL
 FB1929  ___________________________________________________________________
 FB1929* NAD 83(1986)-  35 59 31.     (N)    083 57 00.     (W)     SCALED    
 FB1929* NAVD 88     -       289.608  (meters)     950.16   (feet)  ADJUSTED  
 FB1929  ___________________________________________________________________
 FB1929  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1929  DYNAMIC HT  -         289.339 (meters)     949.27  (feet)  COMP
 FB1929  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FB1929
 FB1929  VERT ORDER  -  FIRST     CLASS I
 FB1929
 FB1929.The horizontal coordinates were scaled from a topographic map and have
 FB1929.an estimated accuracy of +/- 6 seconds.
 FB1929
 FB1929.The orthometric height was determined by differential leveling
 FB1929.and adjusted by the National Geodetic Survey in June 1991..
 FB1929
 FB1929.The geoid height was determined by GEOID03.
 FB1929
 FB1929.The dynamic height is computed by dividing the NAVD 88
 FB1929.geopotential number by the normal gravity value computed on the
 FB1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1929.degrees latitude (g = 980.6199 gals.).
 FB1929
 FB1929.The modeled gravity was interpolated from observed gravity values.
 FB1929
 FB1929;                    North         East    Units  Estimated Accuracy
 FB1929;SPC TN       -   185,960.      784,830.      MT  (+/- 180 meters Scaled)
 FB1929
 FB1929                          SUPERSEDED SURVEY CONTROL
 FB1929
 FB1929  NGVD 29 (??/??/92)  289.734  (m)          950.57   (f) ADJ UNCH    1 1
 FB1929
 FB1929.Superseded values are not recommended for survey control.
 FB1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1929.See file dsdata.txt to determine how the superseded data were derived.
 FB1929
 FB1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340870(NAD 83)
 FB1929_MARKER: DR = REFERENCE MARK DISK
 FB1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1929_STAMPING: HEISKELL NO 1 1960
 FB1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1929+STABILITY: SURFACE MOTION
 FB1929
 FB1929  HISTORY     - Date     Condition        Report By
 FB1929  HISTORY     - 1960     MONUMENTED       CGS
 FB1929  HISTORY     - 1968     GOOD             NGS
 FB1929  HISTORY     - 1982     GOOD             LOCENG
 FB1929
 FB1929                          STATION DESCRIPTION
 FB1929
 FB1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1929'IN KNOXVILLE.
 FB1929'THIS MARK SHOWED SOME EVIDENCE OF HAVING BEEN STRUCK BY GRADING
 FB1929'EQUIPMENT, BUT WAS LEVEL AND FIRM IN THE GROUND.  A CHECK ON THE
 FB1929'ELEVATION FOR THE MARK WAS MADE THROUGH BENCH MARK HEISKELL R.M.
 FB1929'2 WHICH IS IN A HEAVY CONCRETE HEADWALL.  THE MARK IS AT THE
 FB1929'HEISKELL 1960 1968 TRAVERSE STATION SITE, 2.2 MILES NORTHWESTERLY
 FB1929'ALONG INTERSTATE ROUTE 75 FROM THE CLOVER LEAF INTERCHANGE AT
 FB1929'INTERSTATE ROUTE 40 IN KNOXVILLE, THENCE RIGHT ON THE EAST
 FB1929'CENTRAL STREET EXIT FOR 0.2 MILE TO A SMALL LANDSCAPED AREA
 FB1929'ON THE RIGHT AND THE MARK AS DESCRIBED.  IT IS 72 FEET SOUTHEAST
 FB1929'OF THE APPROXIMATE CENTER OF THE EAST CENTRAL STREET EXIT LANE,
 FB1929'67 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A JOG IN THE
 FB1929'RIGHT-OF-WAY FENCE, 61.93 FEET EAST-NORTHEAST OF REFERENCE MARK
 FB1929'NO. 2, 51.85 FEET EAST OF REFERENCE MARK NO. 3, 48 FEET SOUTHEAST
 FB1929'OF A GUYED TELEPHONE POLE, 29.79 FEET NORTHEAST OF THE STATION
 FB1929'MARK, AND 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.  IT IS A
 FB1929'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FB1929'CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE DISK IS
 FB1929'STAMPED HEISKELL NO 1 1960.
 FB1929
 FB1929                          STATION RECOVERY (1982)
 FB1929
 FB1929'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1926 ***********************************************************************
 FB1926  DESIGNATION -  HEISKELL RM 2
 FB1926  PID         -  FB1926
 FB1926  STATE/COUNTY-  TN/KNOX
 FB1926  USGS QUAD   -  KNOXVILLE (1978)
 FB1926
 FB1926                         *CURRENT SURVEY CONTROL
 FB1926  ___________________________________________________________________
 FB1926* NAD 83(1986)-  35 59 31.     (N)    083 57 00.     (W)     SCALED    
 FB1926* NAVD 88     -       288.966  (meters)     948.05   (feet)  ADJUSTED  
 FB1926  ___________________________________________________________________
 FB1926  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1926  DYNAMIC HT  -         288.698 (meters)     947.17  (feet)  COMP
 FB1926  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FB1926
 FB1926  VERT ORDER  -  FIRST     CLASS I
 FB1926
 FB1926.The horizontal coordinates were scaled from a topographic map and have
 FB1926.an estimated accuracy of +/- 6 seconds.
 FB1926
 FB1926.The orthometric height was determined by differential leveling
 FB1926.and adjusted by the National Geodetic Survey in June 1991..
 FB1926
 FB1926.The geoid height was determined by GEOID03.
 FB1926
 FB1926.The dynamic height is computed by dividing the NAVD 88
 FB1926.geopotential number by the normal gravity value computed on the
 FB1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1926.degrees latitude (g = 980.6199 gals.).
 FB1926
 FB1926.The modeled gravity was interpolated from observed gravity values.
 FB1926
 FB1926;                    North         East    Units  Estimated Accuracy
 FB1926;SPC TN       -   185,960.      784,830.      MT  (+/- 180 meters Scaled)
 FB1926
 FB1926                          SUPERSEDED SURVEY CONTROL
 FB1926
 FB1926  NGVD 29 (??/??/92)  289.092  (m)          948.46   (f) ADJ UNCH    1 1
 FB1926
 FB1926.Superseded values are not recommended for survey control.
 FB1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1926.See file dsdata.txt to determine how the superseded data were derived.
 FB1926
 FB1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340870(NAD 83)
 FB1926_MARKER: DR = REFERENCE MARK DISK
 FB1926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1926_SP_SET: CULVERT
 FB1926_STAMPING: HEISKELL NO 2 1960
 FB1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1926
 FB1926  HISTORY     - Date     Condition        Report By
 FB1926  HISTORY     - 1960     MONUMENTED       CGS
 FB1926  HISTORY     - 1968     GOOD             NGS
 FB1926  HISTORY     - 1982     GOOD             LOCENG
 FB1926
 FB1926                          STATION DESCRIPTION
 FB1926
 FB1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FB1926'IN KNOXVILLE.
 FB1926'THIS MARK IS AT THE HEISKELL 1960 1968 TRAVERSE STATION SITE,
 FB1926'2.2 MILES NORTHWESTERLY ALONG INTERSTATE ROUTE 75 FROM THE CLOVER
 FB1926'LEAF INTERCHANGE AT INTERSTATE ROUTE 40 IN KNOXVILLE, THENCE
 FB1926'RIGHT ON THE EAST CENTRAL STREET EXIT FOR 0.2 OF A MILE TO A
 FB1926'SMALL LANDSCAPED AREA ON THE RIGHT AND THE MARK AS DESCRIBED.
 FB1926'IT IS 61.93 FEET WEST-SOUTHWEST OF REFERENCE MARK NO. 1, 56 FEET
 FB1926'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A JOG IN THE
 FB1926'RIGHT-OF-WAY FENCE, 52 FEET SOUTHWEST OF A GUYED TELEPHONE POLE,
 FB1926'45.94 FEET WEST OF THE STATION MARK, 22.93 FEET SOUTH-SOUTHWEST
 FB1926'OF REFERENCE MARK NO. 3, AND 18 FEET SOUTHEAST OF THE APPROXIMATE
 FB1926'CENTER OF THE EAST CENTRAL STREET EXIT LANE.  IT IS A STANDARD
 FB1926'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 FB1926'HEADWALL OF THE MOST SOUTHWESTERLY OF TWO CONCRETE CULVERTS
 FB1926'UNDER THE EXIT LANE, AND THE DISK IS STAMPED HEISKELL NO 2 1960.
 FB1926
 FB1926                          STATION RECOVERY (1982)
 FB1926
 FB1926'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1925 ***********************************************************************
 FB1925  DESIGNATION -  HEISKELL RM 3
 FB1925  PID         -  FB1925
 FB1925  STATE/COUNTY-  TN/KNOX
 FB1925  USGS QUAD   -  KNOXVILLE (1978)
 FB1925
 FB1925                         *CURRENT SURVEY CONTROL
 FB1925  ___________________________________________________________________
 FB1925* NAD 83(1986)-  35 59 31.     (N)    083 57 00.     (W)     SCALED    
 FB1925* NAVD 88     -       289.15   (meters)     948.7    (feet)  RESET     
 FB1925  ___________________________________________________________________
 FB1925  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1925
 FB1925  VERT ORDER  -  THIRD
 FB1925
 FB1925.The horizontal coordinates were scaled from a topographic map and have
 FB1925.an estimated accuracy of +/- 6 seconds.
 FB1925
 FB1925.The orthometric height was computed from unverified reset data.
 FB1925
 FB1925.The geoid height was determined by GEOID03.
 FB1925
 FB1925;                    North         East    Units  Estimated Accuracy
 FB1925;SPC TN       -   185,960.      784,830.      MT  (+/- 180 meters Scaled)
 FB1925
 FB1925                          SUPERSEDED SURVEY CONTROL
 FB1925
 FB1925.No superseded survey control is available for this station.
 FB1925
 FB1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340870(NAD 83)
 FB1925_MARKER: DR = REFERENCE MARK DISK
 FB1925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1925_SP_SET: CULVERT
 FB1925_STAMPING: HEISKELL 1960 NO 3 1968
 FB1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1925
 FB1925  HISTORY     - Date     Condition        Report By
 FB1925  HISTORY     - 1968     MONUMENTED       CGS
 FB1925  HISTORY     - 1982     GOOD             LOCENG
 FB1925
 FB1925                          STATION DESCRIPTION
 FB1925
 FB1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1925'IN KNOXVILLE.
 FB1925'THE MARK IS AT THE HEISKELL 1960 1968 TRAVERSE STATION SITE,
 FB1925'2.2 MILES NORTHWESTERLY ALONG INTERSTATE ROUTE 75 FROM THE CLOVER
 FB1925'LEAF INTERCHANGE AT INTERSTATE ROUTE 40 IN KNOXVILLE, THENCE
 FB1925'RIGHT ON THE EAST CENTRAL STREET EXIT FOR 0.2 OF A MILE TO A
 FB1925'SMALL LANDSCAPED AREA ON THE RIGHT AND THE MARK AS DESCRIBED.
 FB1925'IT IS 71 FEET NORTH OF THE NORTHWEST CORNER OF A JOG IN THE
 FB1925'RIGHT-OF-WAY FENCE, 51.85 FEET WEST OF REFERENCE MARK NO. 1, 29
 FB1925'FEET SOUTHWEST OF A GUYED TELEPHONE POLE, 22.93 FEET NORTH-NORTHEAST
 FB1925'OF REFERENCE MARK NO. 2, AND 22 FEET SOUTHEAST OF THE APPROXIMATE
 FB1925'CENTER OF THE EAST CENTRAL STREET EXIT LANE.  IT IS A STANDARD
 FB1925'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 FB1925'HEADWALL OF THE MOST NORTHEASTERLY OF TWO CONCRETE CULVERTS
 FB1925'UNDER THE EXIT LANE, AND THE DISK IS STAMPED HEISKELL 1960 NO
 FB1925'3 1968.
 FB1925
 FB1925                          STATION RECOVERY (1982)
 FB1925
 FB1925'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2432 ***********************************************************************
 GB2432  DESIGNATION -  HELM
 GB2432  PID         -  GB2432
 GB2432  STATE/COUNTY-  TN/SMITH
 GB2432  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB2432
 GB2432                         *CURRENT SURVEY CONTROL
 GB2432  ___________________________________________________________________
 GB2432* NAD 83(1995)-  36 08 42.52119(N)    085 51 15.51576(W)     ADJUSTED  
 GB2432* NAVD 88     -       210.2    (meters)     690.     (feet)  VERTCON   
 GB2432  ___________________________________________________________________
 GB2432  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GB2432  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GB2432
 GB2432  HORZ ORDER  -  SECOND
 GB2432
 GB2432.The horizontal coordinates were established by classical geodetic methods
 GB2432.and adjusted by the National Geodetic Survey in April 1999..
 GB2432
 GB2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2432
 GB2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2432
 GB2432.The geoid height was determined by GEOID03.
 GB2432
 GB2432;                    North         East     Units Scale Factor Converg.
 GB2432;SPC TN       -   201,029.829   613,111.352   MT  0.99996309   +0 05 07.1
 GB2432;SPC TN       -   659,545.36  2,011,516.16   sFT  0.99996309   +0 05 07.1
 GB2432;UTM  16      - 4,000,655.199   603,070.884   MT  0.99973090   +0 40 33.0
 GB2432
 GB2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2432!SPC TN       -   0.99997165  x   0.99996309  =   0.99993474
 GB2432!UTM  16      -   0.99997165  x   0.99973090  =   0.99970255
 GB2432
 GB2432|---------------------------------------------------------------------|
 GB2432| PID    Reference Object                     Distance      Geod. Az  |
 GB2432|                                                           dddmmss.s |
 GB2432| CG6030 HELM RM 1                             8.631 METERS 09929     |
 GB2432| CG6031 HELM RM 2                             6.371 METERS 18744     |
 GB2432| GB2431 CONGO                               APPROX. 1.3 KM 2713149.3 |
 GB2432|---------------------------------------------------------------------|
 GB2432
 GB2432                          SUPERSEDED SURVEY CONTROL
 GB2432
 GB2432  NAD 83(1995)-  36 08 42.52347(N)    085 51 15.51989(W) AD(       ) 2
 GB2432  NAD 83(1995)-  36 08 42.52313(N)    085 51 15.52038(W) AD(       ) 2
 GB2432  NAD 83(1986)-  36 08 42.53337(N)    085 51 15.51579(W) AD(       ) 2
 GB2432  NAD 27      -  36 08 42.31750(N)    085 51 15.57140(W) AD(       ) 2
 GB2432  NGVD 29 (07/19/86)  210.3    (m)          690.     (f) VERT ANG       
 GB2432
 GB2432.Superseded values are not recommended for survey control.
 GB2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2432.See file dsdata.txt to determine how the superseded data were derived.
 GB2432
 GB2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0307100655(NAD 83)
 GB2432_MARKER: DS = TRIANGULATION STATION DISK
 GB2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2432
 GB2432  HISTORY     - Date     Condition        Report By
 GB2432  HISTORY     - 1960     MONUMENTED       CGS
 GB2432
 GB2432                          STATION DESCRIPTION
 GB2432
 GB2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2432'THE STATION IS LOCATED ABOUT 3 MILES WEST OF BUFFALO VALLEY AND ABOUT
 GB2432'1 MILE NORTH OF LANCASTER.
 GB2432'
 GB2432'TO REACH THE STATION FROM THE POST OFFICE IN LANCASTER, GO WEST ON
 GB2432'STATE HIGHWAY 141 FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 GB2432'RIGHT, NORTH, AND GO 0.15 MILE TO A FORK, KEEP LEFT, NORTH, CROSSING
 GB2432'RAILROAD AND GO ALONG A NARROW GRAVELED ROAD FOR 1.45 MILES TO THE
 GB2432'RESIDENCE OF CLAUDE HELM ON THE RIGHT AND A GATE STRAIGHT AHEAD, PASS
 GB2432'THROUGH GATE AND ALONG THE SOUTH SIDE OF A BARN FOR 0.15 MILE TO A
 GB2432'BARN, TURN RIGHT, SOUTH, TOWARD A LARGE OAK TREE FOR 0.15 MILE, TURN
 GB2432'RIGHT, WEST, ALONG THE SOUTH SIDE OF THE OAK TREE FOR 0.15 MILE TO
 GB2432'THE STATION.
 GB2432'
 GB2432'THE STATION IS ABOUT 0.15 MILE SOUTH OF THE HELM RESIDENCE AND 3.3
 GB2432'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD TRAVERSE DISK
 GB2432'SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND STAMPED HELM 1960.
 GB2432'
 GB2432'REFERENCE MARK NO. 1 IS 31.6 FEET SOUTH OF A WITNESS POST. IT IS A
 GB2432'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GB2432'STAMPED HELM NO 1 1960.
 GB2432'
 GB2432'REFERENCE MARK NO. 2 IS 20.9 FEET EAST OF A WITNESS POST. IT IS A
 GB2432'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GB2432'STAMPED HELM NO 2 1960.
 GB2432'
 GB2432'TRAVERSE STATION CONGO WAS USED AS THE AZIMUTH MARK. A TELLUROMETER
 GB2432'TRAVERSE CONNECTION WAS MADE. SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1715 ***********************************************************************
 GD1715  DESIGNATION -  HELOISE
 GD1715  PID         -  GD1715
 GD1715  STATE/COUNTY-  TN/DYER
 GD1715  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1715
 GD1715                         *CURRENT SURVEY CONTROL
 GD1715  ___________________________________________________________________
 GD1715* NAD 83(1995)-  36 03 14.44210(N)    089 40 12.21959(W)     ADJUSTED  
 GD1715* NAVD 88     -        81.6    (meters)     268.     (feet)  VERTCON   
 GD1715  ___________________________________________________________________
 GD1715  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GD1715  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1715
 GD1715  HORZ ORDER  -  SECOND
 GD1715
 GD1715.The horizontal coordinates were established by classical geodetic methods
 GD1715.and adjusted by the National Geodetic Survey in April 1999..
 GD1715
 GD1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1715
 GD1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1715
 GD1715.The geoid height was determined by GEOID03.
 GD1715
 GD1715;                    North         East     Units Scale Factor Converg.
 GD1715;SPC TN       -   197,107.559   269,411.685   MT  0.99995574   -2 08 55.0
 GD1715;SPC TN       -   646,677.05    883,894.84   sFT  0.99995574   -2 08 55.0
 GD1715;UTM  16      - 3,993,238.791   259,490.978   MT  1.00031280   -1 34 20.0
 GD1715
 GD1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1715!SPC TN       -   0.99999163  x   0.99995574  =   0.99994737
 GD1715!UTM  16      -   0.99999163  x   1.00031280  =   1.00030443
 GD1715
 GD1715:                Primary Azimuth Mark                     Grid Az
 GD1715:SPC TN       -  HELOISE AZ MK                            070 08 20.7
 GD1715:UTM  16      -  HELOISE AZ MK                            069 33 45.7
 GD1715
 GD1715|---------------------------------------------------------------------|
 GD1715| PID    Reference Object                     Distance      Geod. Az  |
 GD1715|                                                           dddmmss.s |
 GD1715| CG3453 HELOISE AZ MK                                      0675925.7 |
 GD1715| GD1711 34 110 C CAP                         28.867 METERS 11032     |
 GD1715| CG3454 HELOISE RM 1                         54.946 METERS 18236     |
 GD1715| GD1726 HELOISE AZ MK 2                     320.197 METERS 19422     |
 GD1715| CG3455 HELOISE RM 2                         12.037 METERS 28938     |
 GD1715|---------------------------------------------------------------------|
 GD1715
 GD1715                          SUPERSEDED SURVEY CONTROL
 GD1715
 GD1715  NAD 83(1995)-  36 03 14.44224(N)    089 40 12.22037(W) AD(       ) 2
 GD1715  NAD 83(1995)-  36 03 14.44202(N)    089 40 12.22041(W) AD(       ) 2
 GD1715  NAD 83(1986)-  36 03 14.45374(N)    089 40 12.22027(W) AD(       ) 2
 GD1715  NAD 27      -  36 03 14.19640(N)    089 40 11.93380(W) AD(       ) 2
 GD1715  NGVD 29 (07/19/86)   81.5    (m)          267.     (f) VERT ANG       
 GD1715
 GD1715.Superseded values are not recommended for survey control.
 GD1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1715.See file dsdata.txt to determine how the superseded data were derived.
 GD1715
 GD1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5949193239(NAD 83)
 GD1715_MARKER: DS = TRIANGULATION STATION DISK
 GD1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1715_STAMPING: HELOISE 1959
 GD1715_MARK LOGO: CGS   
 GD1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1715+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 GD1715
 GD1715  HISTORY     - Date     Condition        Report By
 GD1715  HISTORY     - 1959     MONUMENTED       CGS
 GD1715  HISTORY     - 1977     GOOD             NGS
 GD1715  HISTORY     - 20040322 GOOD             USACE
 GD1715
 GD1715                          STATION DESCRIPTION
 GD1715
 GD1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1715'THE STATION IS ABOUT 11 MILES WEST OF FINLEY, ABOUT 0.2 MILE
 GD1715'SOUTHEAST OF A FERRY LANDING AND ABOUT 0.2 MILE
 GD1715'EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER.  IT IS 247.5 FEET
 GD1715'NORTHWEST OF A FENCE CORNER, 80 FEET SOUTH OF A 36 INCH PECAN
 GD1715'TREE, 4 FEET EAST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A
 GD1715'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HELOISE
 GD1715'1959.
 GD1715'
 GD1715'TO REACH THE STATION FROM THE FINLEY METHODIST CHURCH IN FINLEY, GO
 GD1715'WEST ON STATE HIGHWAY 20 FOR 4.3 MILES TO THE CENTER OF THE BRIDGE
 GD1715'OVER THE OBION RIVER.  CONTINUE WEST ON HIGHWAY 20 FOR 5.7 MILES TO
 GD1715'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON HIGHWAY 20 FOR
 GD1715'0.55 MILE TO THE MISSISSIPPI RIVER AND A SIDE ROAD LEFT.  TURN
 GD1715'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY
 GD1715'LEFT.  TURN LEFT, PASSING TO THE RIGHT OF A HOUSE, AND GO 0.05 MILE
 GD1715'TO A GATE.  PASS THROUGH THE GATE AND GO ALONG SOUTH SIDE OF A
 GD1715'WIRE FENCE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 GD1715'
 GD1715'REFERENCE MARK 1 IS 108 FEET WEST OF A FENCE CORNER, 26 FEET EAST OF
 GD1715'A 20 INCH PECAN TREE AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 GD1715'PROJECTS 2 INCHES AND THE DISK IS STAMPED HELOISE NO 1 1959.
 GD1715'
 GD1715'B.M. 110 C (USED) WAS USED FOR REFERENCE MARK 2.  IT IS A STANDARD
 GD1715'U.S. ENGINEERS DEPARTMENT CAP STAMPED BM-REF 34-110 C 1953 RIVETED
 GD1715'TO THE TOP OF A 4 INCH IRON PIPE PROJECTING 14 INCHES.  IT IS 20
 GD1715'FEET SOUTH OF A WIRE FENCE AT THE SOUTH SIDE OF A CULTIVATED
 GD1715'FIELD, 9 FEET EAST OF A 24 INCH PECAN TREE AND 1 FOOT SOUTH OF
 GD1715'A WIRE FENCE.
 GD1715'
 GD1715'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF STATE
 GD1715'HIGHWAY 20, 3 FEET WEST OF A TELEPHONE POLE AND 2 FEET WEST OF A
 GD1715'WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GD1715'STAMPED HELOISE 1959.
 GD1715'
 GD1715'NOTE - THE STATION IS ON THE PROPERTY OF MR. E.R. MOODY.
 GD1715'
 GD1715'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1715
 GD1715                          STATION RECOVERY (1977)
 GD1715
 GD1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1715'THE STATION MARK AND BM 110 C USE WERE RECOVERED AND FOUND
 GD1715'IN GOOD CONDITION. REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 GD1715'NOT FOUND, AND BOTH ARE BELIEVED DESTROYED BY CULTIVATION.
 GD1715'A NEW REFERENCE MARK NO 2 AND AZIMUTH MARK WERE SET AND
 GD1715'STATION HELOISE WAS OCCUPIED AT THIS TIME FOR MARKS ONLY.
 GD1715'THE AZIMUTH MARK WAS OCCUPIED FOR THE ANGLE FROM COTTON 2 TO
 GD1715'HELOISE. A COMPLETE NEW DESCRIPTION FOLLOWS.
 GD1715'
 GD1715'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST-SOUTHEAST OF
 GD1715'STEELE, MISSOURI, 8 MILES EAST OF COOTER, MISSOURI, 2 MILES
 GD1715'EAST-SOUTHEAST OF THE SMALL COMMUNITY OF BRASHER, MISSOURI,
 GD1715'ABOUT 0.2 MILE SOUTHEAST OF A FERRY LANDING, AND ABOUT 0.2
 GD1715'MILE EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER IN
 GD1715'SECTION 20, R12E, T16N, ON PROPERTY OWNED BY MR. NEELY
 GD1715'PRITCHETT, FINDLEY, TENNESSEE, TELEPHONE 901 285 5537.
 GD1715'
 GD1715'TO REACH THE STATION FROM THE PAVED CROSSROAD AT BIG BOY
 GD1715'JUNCTION(THIS IS THE JUNCTION OF STATE ROUTE 20 AND THE ROAD
 GD1715'THAT CONNECTS TO I-55, ABOUT 1 MILE WEST OF FINDLEY,) GO WEST
 GD1715'ON STATE ROUTE 20 FOR 3.1 MILES TO BRIDGE OVER OBION RIVER.
 GD1715'CONTINUE WEST ON STATE ROUTE 20 FOR 4.6 MILES TO ALLENS SHELL
 GD1715'STATION AND GROCERY ON THE RIGHT.  CONTINUE WESTERLY ON THE
 GD1715'HIGHWAY FOR 1.4 MILES TO A CURVE IN STATE ROUTE 20 AT CHOCTAW
 GD1715'TRANS. CO(AS PER SIGN), ON THE RIGHT.  BEAR LEFT AND CONTINUE
 GD1715'SOUTHWESTERLY FOR 0.4 MILE TO AN OLD FENCELINE AND
 GD1715'SHRUB ROW ON THE RIGHT BETWEEN TWO CULTIVATED FIELDS AND THE
 GD1715'STATION ABOUT 400 FEET DOWN THE OLD FENCELINE FROM THE
 GD1715'ROAD.
 GD1715'
 GD1715'STATION MARKS, STAMPED---HELOISE 1959---, ARE STANDARD DISKS.
 GD1715'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 GD1715'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 GD1715'IT IS 1 FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET
 GD1715'SOUTHWEST OF A FENCELINE, 15 FEET NORTHEAST OF THE EDGE OF
 GD1715'A CULTIVATED FIELD, AND 24 FEET WEST OF A LOCUST TREE.
 GD1715'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 GD1715'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 GD1715'
 GD1715'REFERENCE MARK 2, STAMPED---HELOISE 1959 NO 2 1977---, IS A
 GD1715'STANDARD REFERENCE MARK DISK THAT IS ATTACHED TO THE TOP OF
 GD1715'A 3-INCH METAL PIPE THAT PROJECTS 10 INCHES ABOVE THE GROUND
 GD1715'SURFACE.  IT IS 5 FEET EAST OF A METAL WITNESS POST, 10 FEET
 GD1715'SOUTHWEST OF A FENCELINE, 10 FEET NORTHWEST OF THE EDGE OF A
 GD1715'FIELD AND 16 FEET SOUTHEAST OF AN 8-INCH LOCUST TREE.
 GD1715'
 GD1715'THE AZIMUTH MARK, STAMPED---HELOISE 1959 NO 2 1977---, IS A
 GD1715'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT
 GD1715'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.4 FEET
 GD1715'NORTHEAST OF A METAL WITNESS POST, 56 FEET SOUTHEAST OF THE
 GD1715'APPROXIMATE CENTER OF STATE ROUTE 20, AND 72.5 FEET
 GD1715'SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD WHICH
 GD1715'RUNS NORTHWEST AND SOUTHEAST.
 GD1715'
 GD1715'BM 110 C USE, STAMPED---BM-REF 34-110 C 1953---, IS A
 GD1715'U.S. ENGINEERS DEPARTMENT CAP RIVETED TO THE TOP OF A
 GD1715'4-INCH IRON PIPE THAT PROJECTS 10 INCHES ABOVE THE GROUND
 GD1715'SURFACE.  IT IS 5 FEET NORTH OF A METAL WITNESS POST, 10
 GD1715'FEET NORTH OF THE EDGE OF A FIELD, 10 FEET SOUTHWEST OF A
 GD1715'FENCE.  AND 16 FEET SOUTHEAST OF A LOCUST TREE.
 GD1715'
 GD1715'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1715'REFERENCE MARK 2 AND THE AZIMUTH MARK.
 GD1715'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.4 METERS.
 GD1715
 GD1715                          STATION RECOVERY (2004)
 GD1715
 GD1715'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1715'RM 2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2267 ***********************************************************************
 FE2267  DESIGNATION -  HENDERSON BLACK TANK
 FE2267  PID         -  FE2267
 FE2267  STATE/COUNTY-  TN/CHESTER
 FE2267  USGS QUAD   -  HENDERSON (1983)
 FE2267
 FE2267                         *CURRENT SURVEY CONTROL
 FE2267  ___________________________________________________________________
 FE2267* NAD 83(1995)-  35 26 25.20319(N)    088 38 25.87657(W)     ADJUSTED  
 FE2267* NAVD 88     -                                                        
 FE2267  ___________________________________________________________________
 FE2267  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 FE2267  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE2267
 FE2267  HORZ ORDER  -  THIRD
 FE2267
 FE2267.The horizontal coordinates were established by classical geodetic methods
 FE2267.and adjusted by the National Geodetic Survey in April 1999..
 FE2267
 FE2267
 FE2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2267
 FE2267.The geoid height was determined by GEOID03.
 FE2267
 FE2267;                    North         East     Units Scale Factor Converg.
 FE2267;SPC TN       -   126,055.215   360,285.910   MT  0.99997187   -1 32 45.1
 FE2267;SPC TN       -   413,566.15  1,182,038.02   sFT  0.99997187   -1 32 45.1
 FE2267;UTM  16      - 3,923,112.507   351,099.374   MT  0.99987323   -0 57 05.2
 FE2267
 FE2267                          SUPERSEDED SURVEY CONTROL
 FE2267
 FE2267  NAD 83(1995)-  35 26 25.20924(N)    088 38 25.88284(W) AD(       ) 4
 FE2267  NAD 83(1986)-  35 26 25.21496(N)    088 38 25.87800(W) AD(       ) 4
 FE2267  NAD 27      -  35 26 24.93900(N)    088 38 25.68500(W) AD(       ) 3
 FE2267
 FE2267.Superseded values are not recommended for survey control.
 FE2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2267.See file dsdata.txt to determine how the superseded data were derived.
 FE2267
 FE2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5109923113(NAD 83)
 FE2267_MARKER: 51 = TANK
 FE2267
 FE2267  HISTORY     - Date     Condition        Report By
 FE2267  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2267  HISTORY     - 1972     GOOD             TVA
 FE2267
 FE2267                          STATION DESCRIPTION
 FE2267
 FE2267'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1972 (NLI)
 FE2267'CONDITION OF POINT WHEN FOUND GOOD.
 FE2267'
 FE2267'WATER TANK IS STILL STANDING IN N COR. OF COURT HOUSE YARD.  TANK IS
 FE2267'NOW BEING REPAINTED.
 FE2267'
 FE2267'HENDERSON COURTHOUSE SPIRE IS + OR - S 20 W + OR - 100 FEET
 FE2267'FROM WATER TANK.
 FE2267'
 FE2267'DISTANCE AND DIRECTION FROM NEAREST TOWN AT HENDERSON, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2268 ***********************************************************************
 FE2268  DESIGNATION -  HENDERSON CTHSE SPIRE
 FE2268  PID         -  FE2268
 FE2268  STATE/COUNTY-  TN/CHESTER
 FE2268  USGS QUAD   -  HENDERSON (1983)
 FE2268
 FE2268                         *CURRENT SURVEY CONTROL
 FE2268  ___________________________________________________________________
 FE2268* NAD 83(1995)-  35 26 27.59492(N)    088 38 22.12818(W)     ADJUSTED  
 FE2268* NAVD 88     -                                                        
 FE2268  ___________________________________________________________________
 FE2268  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 FE2268  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE2268
 FE2268  HORZ ORDER  -  THIRD
 FE2268
 FE2268.The horizontal coordinates were established by classical geodetic methods
 FE2268.and adjusted by the National Geodetic Survey in April 1999..
 FE2268
 FE2268
 FE2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2268
 FE2268.The geoid height was determined by GEOID03.
 FE2268
 FE2268;                    North         East     Units Scale Factor Converg.
 FE2268;SPC TN       -   126,126.347   360,382.399   MT  0.99997179   -1 32 42.9
 FE2268;SPC TN       -   413,799.52  1,182,354.59   sFT  0.99997179   -1 32 42.9
 FE2268;UTM  16      - 3,923,184.629   351,195.111   MT  0.99987288   -0 57 03.1
 FE2268
 FE2268                          SUPERSEDED SURVEY CONTROL
 FE2268
 FE2268  NAD 83(1995)-  35 26 27.60097(N)    088 38 22.13445(W) AD(       ) 4
 FE2268  NAD 83(1986)-  35 26 27.60675(N)    088 38 22.12961(W) AD(       ) 4
 FE2268  NAD 27      -  35 26 27.32700(N)    088 38 21.93700(W) AD(       ) 3
 FE2268
 FE2268.Superseded values are not recommended for survey control.
 FE2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2268.See file dsdata.txt to determine how the superseded data were derived.
 FE2268
 FE2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5119523185(NAD 83)
 FE2268_MARKER: 89 = SPIRE
 FE2268
 FE2268  HISTORY     - Date     Condition        Report By
 FE2268  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2268  HISTORY     - 1972     GOOD             TVA
 FE2268
 FE2268                          STATION DESCRIPTION
 FE2268
 FE2268'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1972 (NLI)
 FE2268'CONDITION OF POINT WHEN FOUND GOOD.
 FE2268'
 FE2268'SPIRE ON TOP OF CHESTER CO. COURTHOUSE, OLD BUILDING + OR - 100
 FE2268'YR. OLD.  + OR - 100 FEET SW FROM WATER TANK.
 FE2268'
 FE2268'THERE SEEMS TO BE AN ERROR IN COORDINATES OF COURTHOUSE.
 FE2268'
 FE2268'THE COORDINATES COULD BE FOR SPIRE ON MAIN BLDG OF FREED HARDEMAN
 FE2268'COLLEGE + OR - 300 FEET NE FROM COURTHOUSE.
 FE2268'
 FE2268'DISTANCE AND DIRECTION FROM NEAREST TOWN AT HENDERSON TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3388 ***********************************************************************
 GA3388  DESIGNATION -  HENLEY
 GA3388  PID         -  GA3388
 GA3388  STATE/COUNTY-  TN/SULLIVAN
 GA3388  USGS QUAD   -  BOONE DAM (1968)
 GA3388
 GA3388                         *CURRENT SURVEY CONTROL
 GA3388  ___________________________________________________________________
 GA3388* NAD 83(1995)-  36 29 38.50889(N)    082 27 23.69040(W)     ADJUSTED  
 GA3388* NAVD 88     -       529.7    (meters)    1738.     (feet)  VERTCON   
 GA3388  ___________________________________________________________________
 GA3388  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 GA3388  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA3388
 GA3388  HORZ ORDER  -  SECOND
 GA3388
 GA3388.The horizontal coordinates were established by classical geodetic methods
 GA3388.and adjusted by the National Geodetic Survey in April 1999..
 GA3388
 GA3388.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3388
 GA3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3388
 GA3388.The geoid height was determined by GEOID03.
 GA3388
 GA3388;                    North         East     Units Scale Factor Converg.
 GA3388;SPC TN       -   245,480.449   917,418.492   MT  1.00001464   +2 04 28.1
 GA3388;SPC TN       -   805,380.44  3,009,897.17   sFT  1.00001464   +2 04 28.1
 GA3388;UTM  17      - 4,039,732.254   369,541.371   MT  0.99980969   -0 51 59.1
 GA3388
 GA3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3388!SPC TN       -   0.99992181  x   1.00001464  =   0.99993645
 GA3388!UTM  17      -   0.99992181  x   0.99980969  =   0.99973152
 GA3388
 GA3388|---------------------------------------------------------------------|
 GA3388| PID    Reference Object                     Distance      Geod. Az  |
 GA3388|                                                           dddmmss.s |
 GA3388| DB9955 HENLEY RM 2                          20.867 METERS 03025     |
 GA3388| DB9954 HENLEY RM 1                          30.095 METERS 22253     |
 GA3388| DB9953 HENLEY AZ MK                                       3440126.3 |
 GA3388|---------------------------------------------------------------------|
 GA3388
 GA3388                          SUPERSEDED SURVEY CONTROL
 GA3388
 GA3388  NAD 83(1995)-  36 29 38.51234(N)    082 27 23.69165(W) AD(       ) 2
 GA3388  NAD 83(1995)-  36 29 38.52359(N)    082 27 23.71134(W) AD(       ) 2
 GA3388  NAD 83(1995)-  36 29 38.51573(N)    082 27 23.69372(W) AD(       ) 2
 GA3388  NAD 83(1986)-  36 29 38.51815(N)    082 27 23.69618(W) AD(       ) 2
 GA3388  NAD 27      -  36 29 38.14750(N)    082 27 24.17190(W) AD(       ) 2
 GA3388  NGVD 29 (07/19/86)  529.8    (m)         1738.     (f) VERT ANG       
 GA3388
 GA3388.Superseded values are not recommended for survey control.
 GA3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3388.See file dsdata.txt to determine how the superseded data were derived.
 GA3388
 GA3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6954139732(NAD 83)
 GA3388_MARKER: DE = TRAVERSE STATION DISK
 GA3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3388
 GA3388  HISTORY     - Date     Condition        Report By
 GA3388  HISTORY     - 1961     MONUMENTED       CGS
 GA3388
 GA3388                          STATION DESCRIPTION
 GA3388
 GA3388'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3388'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF KINGSPORT AND 6
 GA3388'MILES SOUTHWEST OF
 GA3388'BLOUNTVILLE ON A TIMBER COVERED HILL AND ON THE PROPERTY
 GA3388'OF MR.  HENLEY.
 GA3388'
 GA3388'TO REACH THE STATION FROM THE COLONIAL HEIGHTS POST OFFICE IN
 GA3388'SOUTHERN PART OF
 GA3388'KINGSPORT, GO NORTHWEST ON U.S.  HIGHWAY 23 FOR 0.4 MILE TO A
 GA3388'CROSSROAD AND A SIGN
 GA3388'WARRIOR PATH STATE PARK, TURN RIGHT, AND GO
 GA3388'1.1 MILES TO A RAILROAD OVERPASS,
 GA3388'CONTINUE ON OILED ROAD FOR 0.5 MILE
 GA3388'TO A SIDE ROAD LEFT, ENTRANCE TO THE PARK STRAIGHT
 GA3388'AHEAD, TURN LEFT,
 GA3388'AND GO 2.4 MILES TO A T ROAD RIGHT, OLD MILL ROAD, TURN RIGHT, AND GO
 GA3388'0.8 MILE TO A T
 GA3388'ROAD, TURN RIGHT, AND GO ABOUT 50 YARDS TO A T ROAD
 GA3388'LEFT, TURN LEFT, AND GO 1.2 MILES
 GA3388'TO A T ROAD RIGHT AND THE AZIMUTH
 GA3388'MARK, CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A T
 GA3388'ROAD RIGHT ON A
 GA3388'CURVE TO THE LEFT, CONTINUE AROUND TO THE LEFT FOR 0.2 MILE TO A
 GA3388'CROSSROAD, BETHEL
 GA3388'METHODIST CHURCH ON THE LEFT, TURN LEFT ON
 GA3388'GRAVELED ROAD AND GO 0.2 MILE TO TOP
 GA3388'OF HILL AND A HOUSE ON THE RIGHT
 GA3388'TURN SHARP LEFT, ON WOODS ROAD AND GO 0.2 MILE TO THE
 GA3388'TOP OF HILL AND
 GA3388'STATION.
 GA3388'
 GA3388'STATION MARK IS 35 FEET NORTHWEST OF THE CENTER OF A WOODS ROAD, 26
 GA3388'FEET NORTHEAST OF A
 GA3388'12-INCH OAK TREE, 26 FEET WEST OF A POPLAR TREE AND
 GA3388'2.3 FEET WEST OF A WITNESS POST.
 GA3388'THE MARK IS A STANDARD TRAVERSE
 GA3388'DISK, FLUSH, AND IS STAMPED HENLEY 1961.
 GA3388'
 GA3388'REFERENCE MARK NO. 1 IS 95 FEET NORTHEAST OF A WIRE FENCE, 12 FEET
 GA3388'EAST OF A 11-INCH OAK
 GA3388'TREE AND 11 FEET WEST OF THE CENTER OF A WOODS ROAD.  THE
 GA3388'MARK IS A STANDARD DISK,
 GA3388'FLUSH, AND IS STAMPED HENLEY NO 1 1961.
 GA3388'
 GA3388'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE CENTER OF A WOODS ROAD
 GA3388'AND 9 FEET EAST OF A
 GA3388'POPLAR TREE.  THE MARK IS A STANDARD DISK, FLUSH, AND IS
 GA3388'STAMPED HENLEY NO 2 1961.
 GA3388'
 GA3388'AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 17
 GA3388'FEET WEST OF THE CENTER
 GA3388'OF A GRAVELED ROAD, 1.9 FEET SOUTH OF A WITNESS POST
 GA3388'AND 1.7 FEET NORTH OF THE
 GA3388'NORTHEAST CORNER OF A WAITING BUILDING FOR
 GA3388'SCHOOL CHILDREN.  THE MARK IS A STANDARD
 GA3388'DISK, FLUSH, AND IS STAMPED
 GA3388'HENLEY 1961.
 GA3388'
 GA3388'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2629 ***********************************************************************
 FE2629  DESIGNATION -  HENNING MUNICIPAL TANK
 FE2629  PID         -  FE2629
 FE2629  STATE/COUNTY-  TN/LAUDERDALE
 FE2629  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE2629
 FE2629                         *CURRENT SURVEY CONTROL
 FE2629  ___________________________________________________________________
 FE2629* NAD 83(1995)-  35 40 29.38544(N)    089 34 29.53659(W)     ADJUSTED  
 FE2629* NAVD 88     -                                                        
 FE2629  ___________________________________________________________________
 FE2629  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 FE2629  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE2629
 FE2629  HORZ ORDER  -  THIRD
 FE2629
 FE2629.The horizontal coordinates were established by classical geodetic methods
 FE2629.and adjusted by the National Geodetic Survey in April 1999..
 FE2629
 FE2629
 FE2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2629
 FE2629.The geoid height was determined by GEOID03.
 FE2629
 FE2629;                    North         East     Units Scale Factor Converg.
 FE2629;SPC TN       -   154,747.588   276,445.836   MT  0.99995224   -2 05 34.3
 FE2629;SPC TN       -   507,701.04    906,972.71   sFT  0.99995224   -2 05 34.3
 FE2629;UTM  16      - 3,950,938.257   266,958.737   MT  1.00026928   -1 30 08.3
 FE2629
 FE2629                          SUPERSEDED SURVEY CONTROL
 FE2629
 FE2629  NAD 83(1995)-  35 40 29.39154(N)    089 34 29.53827(W) AD(       ) 4
 FE2629  NAD 83(1986)-  35 40 29.39648(N)    089 34 29.53760(W) AD(       ) 4
 FE2629  NAD 27      -  35 40 29.11000(N)    089 34 29.26600(W) AD(       ) 3
 FE2629
 FE2629.Superseded values are not recommended for survey control.
 FE2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2629.See file dsdata.txt to determine how the superseded data were derived.
 FE2629
 FE2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6695950938(NAD 83)
 FE2629_MARKER: 53 = ELEVATED TANK
 FE2629
 FE2629  HISTORY     - Date     Condition        Report By
 FE2629  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2629
 FE2629                          STATION DESCRIPTION
 FE2629
 FE2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2629'THE STATION IS THE FINIAL AT THE APEX OF THE TANK, LOCATED IN
 FE2629'NORTHWEST SECTION OF HENNING.  IT IS SUPPORTED BY A 4 LEGGED
 FE2629'STEEL STRUCTURE.  THE TANK AND SUPPORTING STRUCTURE ARE PAINTED
 FE2629'SILVER.  THE OVERALL HEIGHT IS 80 FEET.  IT IS 36 FEET SOUTHEAST OF
 FE2629'THE CENTERLINE OF A PAVED STREET, 64 FEET SOUTHWEST OF THE CENTERLINE
 FE2629'OF A PAVED STREET AND 69 FEET SOUTH OF A T-INTERSECTION.
 FE2629'
 FE2629'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 FE2629'HENNING, GO NORTH ON U.S. HIGHWAY 51 FOR 0.1 MILE TO A SIDE STREET
 FE2629'LEFT.  TURN LEFT AND GO WEST ON THE PAVED STREET FOR 0.2 MILE TO THE
 FE2629'STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2527 ***********************************************************************
 GC2527  DESIGNATION -  HENRIETTI RESET
 GC2527  PID         -  GC2527
 GC2527  STATE/COUNTY-  TN/MONTGOMERY
 GC2527  USGS QUAD   -  HENRIETTA (1983)
 GC2527
 GC2527                         *CURRENT SURVEY CONTROL
 GC2527  ___________________________________________________________________
 GC2527* NAD 83(1995)-  36 24 43.55489(N)    087 12 06.09430(W)     ADJUSTED  
 GC2527* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 GC2527  ___________________________________________________________________
 GC2527  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 GC2527  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2527
 GC2527  HORZ ORDER  -  SECOND
 GC2527
 GC2527.The horizontal coordinates were established by classical geodetic methods
 GC2527.and adjusted by the National Geodetic Survey in April 1999..
 GC2527
 GC2527.The orthometric height was scaled from a topographic map.
 GC2527
 GC2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2527
 GC2527.The geoid height was determined by GEOID03.
 GC2527
 GC2527;                    North         East     Units Scale Factor Converg.
 GC2527;SPC TN       -   231,303.474   492,220.247   MT  0.99999919   -0 42 12.7
 GC2527;SPC TN       -   758,868.15  1,614,892.59   sFT  0.99999919   -0 42 12.7
 GC2527;SPC KY1Z     - 1,009,755.344 1,369,769.943   MT  1.00022807   -0 53 28.6
 GC2527;SPC KY1Z     - 3,312,838.99  4,493,986.89   sFT  1.00022807   -0 53 28.6
 GC2527;SPC KY S     -   509,741.415   369,789.900   MT  1.00007382   -0 52 49.4
 GC2527;SPC KY S     - 1,672,376.63  1,213,219.03   sFT  1.00007382   -0 52 49.4
 GC2527;UTM  16      - 4,029,676.678   481,916.936   MT  0.99960403   -0 07 11.0
 GC2527
 GC2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2527!SPC TN       -   0.99997308  x   0.99999919  =   0.99997227
 GC2527!SPC KY1Z     -   0.99997308  x   1.00022807  =   1.00020114
 GC2527!SPC KY S     -   0.99997308  x   1.00007382  =   1.00004690
 GC2527!UTM  16      -   0.99997308  x   0.99960403  =   0.99957712
 GC2527
 GC2527|---------------------------------------------------------------------|
 GC2527| PID    Reference Object                     Distance      Geod. Az  |
 GC2527|                                                           dddmmss.s |
 GC2527| CG6039 HENRIETTI RM 1                       69.939 METERS 10559     |
 GC2527| CG6038 HENRIETTI AZ MK RESET                              2513105.5 |
 GC2527| CG6041 HENRIETTI RM 3                       43.257 METERS 25543     |
 GC2527| CG6037 HENRIETTI AZ MK                                    2812918.6 |
 GC2527| CG6040 HENRIETTI RM 2                       48.829 METERS 30638     |
 GC2527| GC2498 FAIRVIEW JEFFERSON DAVIS MON        APPROX.48.5 KM 3493336.5 |
 GC2527|---------------------------------------------------------------------|
 GC2527
 GC2527                          SUPERSEDED SURVEY CONTROL
 GC2527
 GC2527  NAD 83(1995)-  36 24 43.55588(N)    087 12 06.09600(W) AD(       ) 2
 GC2527  NAD 83(1995)-  36 24 43.55909(N)    087 12 06.09794(W) AD(       ) 2
 GC2527  NAD 83(1986)-  36 24 43.56448(N)    087 12 06.09770(W) AD(       ) 2
 GC2527  NAD 27      -  36 24 43.38100(N)    087 12 06.07700(W) AD(       ) 2
 GC2527
 GC2527.Superseded values are not recommended for survey control.
 GC2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2527.See file dsdata.txt to determine how the superseded data were derived.
 GC2527
 GC2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8191729677(NAD 83)
 GC2527_MARKER: DS = TRIANGULATION STATION DISK
 GC2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2527_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2527
 GC2527  HISTORY     - Date     Condition        Report By
 GC2527  HISTORY     - 1934     MONUMENTED       CGS
 GC2527  HISTORY     - 1953     GOOD             CGS
 GC2527
 GC2527                          STATION DESCRIPTION
 GC2527
 GC2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2527'ABOUT 11-1/2 MILES SOUTHEAST OF CLARKSVILLE, 3/4 MILE NORTH OF
 GC2527'HENRIETTA, ON PROPERTY OF BILL AND HOMER BATTS, 8 YARDS
 GC2527'SOUTH-SOUTHEAST OF 20-INCH OAK, 11 YARDS SOUTHWEST OF 30-INCH OAK, 7
 GC2527'YARDS NORTH OF CENTER LINE OF ROAD, AND ON HIGH BANK JUST
 GC2527'IN FRONT OF MR. BARRS HOUSE. TO REACH FROM SMALL STORE WITH SHELL OIL
 GC2527'CO. PUMPS IN HENRIETTA, GO NORTH 0.45 MILE ON STATE ROUTE 12,
 GC2527'TURN RIGHT ONTO SIDE ROAD JUST BEFORE REACHING BAPTIST CHURCH ON LEFT
 GC2527'AND GO 0.2 MILE TO HOME OF MR. BARR AND STATION.  SURFACE AND
 GC2527'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 GC2527'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2527'DISKS IN CONCRETE.  NO. 1 IS 4 YARDS NORTH OF
 GC2527'ROAD AND 229.46 FEET FROM STATION.  NO. 2 IS
 GC2527'17 YARDS NORTH-NORTHWEST OF 30-INCH OAK TREE, 9-1/2 YARDS
 GC2527'NORTH OF NORTHEAST CORNER OF SMALL LOG BARN, AND 160.20 FEET FROM
 GC2527'STATION.  AZIMUTH MARK IS ON EAST EDGE
 GC2527'OF HERMAN SCHOOL PROPERTY, 9 YARDS NORTHEAST OF 18-INCH OAK, 42 YARDS
 GC2527'SOUTHEAST OF SOUTHEAST CORNER OF SCHOOL BUILDING, 18 YARDS
 GC2527'NORTH OF CENTER LINE OF ROAD LEADING TO STATION, AND 0.15
 GC2527'MILE BY ROAD FROM STATION.  EAST
 GC2527'GABLE OF BAPTIST CHURCH NEAR HENRITTA IS ABOUT 0.2 MILE
 GC2527'FROM STATION.
 GC2527
 GC2527                          STATION RECOVERY (1953)
 GC2527
 GC2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2527'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GC2527'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 CHECKED. AT
 GC2527'THE REQUEST OF THE PROPERTY OWNER THE STATION SURFACE MARK WAS
 GC2527'LOWERED 12 INCHES BELOW THE SURFACE, THE AZIMUTH MARK AND
 GC2527'REFERENCE MARK NO. 2 WERE DESTROYED AND NEW ONES WERE SET BY THIS
 GC2527'PARTY. A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2527'
 GC2527'STATION IS LOCATED 11-1/2 MILES SOUTHEAST OF CLARKSVILLE AND 0.75
 GC2527'MILE NORTH OF HENRIETTI ON PROPERTY OWNED BY MR.  BILL BATTS. IT
 GC2527'IS 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 30 FEET
 GC2527'NORTH OF THE CENTER OF A GRAVEL ROAD AND 10 FEET NORTH OF A
 GC2527'FENCE LINE AND WHITE WITNESS POST. THE MARK IS 12 INCHS BELOW THE
 GC2527'SURFACE AND THE DISK IS STAMPED HENRIETTI 1934 1953.
 GC2527'
 GC2527'REFERENCE MARK NO. 1 IS 229.46 FEET EAST OF THE STATION. IT IS 14
 GC2527'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, AND 3 FEET SOUTH
 GC2527'OF A FENCE LINE. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GC2527'HENRIETTI NO 1 1934.
 GC2527'
 GC2527'REFERENCE MARK NO. 3 IS 141.92 FEET WEST OF THE STATION. IT IS 36
 GC2527'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 15 FEET
 GC2527'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE
 GC2527'CORNER. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GC2527'HENRIETTI NO 3 1934 1953.
 GC2527'
 GC2527'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION. IT IS 21 FEET NORTH OF
 GC2527'THE CENTER OF STATE HIGHWAY 12, 2 FEET NORTH OF A WHITE
 GC2527'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE. THE MARK PROJECTS 2
 GC2527'INCHES AND THE DISK IS STAMPED HERRIETTI 1934 RESET 1953
 GC2527'
 GC2527'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC2527'STATE HIGHWAY 12, 3 MILES EAST OF CLARKSVILLE, GO SOUTHEAST ON
 GC2527'HIGHWAY 12 FOR 8.4 MILES TO THE FREDONIA SCHOOL ON THE RIGHT.
 GC2527'CONTINUE FOR 2.0 MILES TO THE MT.  HERMAN BAPTIST CHURCH ON
 GC2527'THE RIGHT AND A GRAVEL T-ROAD, LEFT(*). TURN LEFT AND GO 0.2 MILE TO
 GC2527'THE STATION ON THE LEFT AS DESCRIBED.
 GC2527'
 GC2527'(*) FROM THIS POINT CONTINUE ON THE HIGHWAY FOR 0.5 MILE TO THE
 GC2527'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2527'
 GC2527'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1572 ***********************************************************************
 FD1572  DESIGNATION -  HENRY
 FD1572  PID         -  FD1572
 FD1572  STATE/COUNTY-  TN/LAWRENCE
 FD1572  USGS QUAD   -  HENRYVILLE (1976)
 FD1572
 FD1572                         *CURRENT SURVEY CONTROL
 FD1572  ___________________________________________________________________
 FD1572* NAD 83(1995)-  35 22 40.76698(N)    087 25 05.35972(W)     ADJUSTED  
 FD1572* NAVD 88     -       309.2    (meters)    1014.     (feet)  VERTCON   
 FD1572  ___________________________________________________________________
 FD1572  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FD1572  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD1572
 FD1572  HORZ ORDER  -  FIRST
 FD1572
 FD1572.The horizontal coordinates were established by classical geodetic methods
 FD1572.and adjusted by the National Geodetic Survey in April 1999..
 FD1572
 FD1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1572
 FD1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1572
 FD1572.The geoid height was determined by GEOID03.
 FD1572
 FD1572;                    North         East     Units Scale Factor Converg.
 FD1572;SPC TN       -   116,838.116   471,144.442   MT  0.99997988   -0 49 48.9
 FD1572;SPC TN       -   383,326.39  1,545,746.39   sFT  0.99997988   -0 49 48.9
 FD1572;UTM  16      - 3,915,042.364   462,018.810   MT  0.99961778   -0 14 31.6
 FD1572
 FD1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1572!SPC TN       -   0.99995583  x   0.99997988  =   0.99993571
 FD1572!UTM  16      -   0.99995583  x   0.99961778  =   0.99957363
 FD1572
 FD1572:                Primary Azimuth Mark                     Grid Az
 FD1572:SPC TN       -  HENRY AZ MK                              049 48 40.2
 FD1572:UTM  16      -  HENRY AZ MK                              049 13 22.9
 FD1572
 FD1572|---------------------------------------------------------------------|
 FD1572| PID    Reference Object                     Distance      Geod. Az  |
 FD1572|                                                           dddmmss.s |
 FD1572| CG6042 HENRY AZ MK                                        0485851.3 |
 FD1572| FD0920 RIDGE                               APPROX.12.7 KM 1180500.1 |
 FD1572| CG6043 HENRY RM 1                           35.226 METERS 19703     |
 FD1572| CG6045 HENRY RM 3                           26.232 METERS 21504     |
 FD1572| CG6044 HENRY RM 2                           27.554 METERS 31059     |
 FD1572| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX.22.0 KM 3264338.2 |
 FD1572|---------------------------------------------------------------------|
 FD1572
 FD1572                          SUPERSEDED SURVEY CONTROL
 FD1572
 FD1572  NAD 83(1995)-  35 22 40.77092(N)    087 25 05.36143(W) AD(       ) 1
 FD1572  NAD 83(1995)-  35 22 40.77218(N)    087 25 05.36140(W) AD(       ) 1
 FD1572  NAD 83(1986)-  35 22 40.77811(N)    087 25 05.36035(W) AD(       ) 1
 FD1572  NAD 27      -  35 22 40.49900(N)    087 25 05.30800(W) AD(       ) 1
 FD1572  NGVD 29 (07/19/86)  309.2    (m)         1014.     (f) VERT ANG       
 FD1572
 FD1572.Superseded values are not recommended for survey control.
 FD1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1572.See file dsdata.txt to determine how the superseded data were derived.
 FD1572
 FD1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6201915042(NAD 83)
 FD1572_MARKER: DS = TRIANGULATION STATION DISK
 FD1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1572_STAMPING: HENRY 1934
 FD1572_MARK LOGO: CGS   
 FD1572
 FD1572  HISTORY     - Date     Condition        Report By
 FD1572  HISTORY     - 1934     MONUMENTED       CGS
 FD1572  HISTORY     - 1962     GOOD             CGS
 FD1572  HISTORY     - 1962     GOOD             CGS
 FD1572  HISTORY     - 1972     GOOD             TVA
 FD1572  HISTORY     - 1976     GOOD             NGS
 FD1572
 FD1572                          STATION DESCRIPTION
 FD1572
 FD1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1572'ABOUT 14 MILES SOUTHEAST BY SOUTH OF HOHENWALD, 7 MILES SOUTHWEST OF
 FD1572'SUMMERTOWN, 1.5
 FD1572'MILES WEST-SOUTHWEST OF HENRYVILLE POST OFFICE, ALONG
 FD1572'CENTRAL PIKE, AND ON HIGHEST
 FD1572'GROUND BETWEEN BUFFALO CREEK AND CHIEF
 FD1572'CREEK.  TO REACH FROM WAYNESBORO, GO EAST 15.6
 FD1572'MILES ON U S ROUTE 64
 FD1572'TO GRAVEL ROAD (CENTRAL PIKE) TO LEFT, TURN ABOUT 45 DEG LEFT AND
 FD1572'GO 7.9 MILES
 FD1572'NORTHEAST ON MAIN ROAD TO STATION.  TO REACH FROM
 FD1572'LAWRENCEBURG, GO WEST ABOUT
 FD1572'13 MILES TO CENTRAL PIKE AND PROCEED IN
 FD1572'LIKE MANNER.  STATION IS IN SOUTH CORNER OF
 FD1572'WOODS, 30 FEET NORTHWEST
 FD1572'OF CENTER LINE OF ROAD, 25 FEET NORTHEAST OF CENTER LINE OF
 FD1572'WOODS TRAIL,
 FD1572'AND 16 FEET SOUTH OF 18-INCH OAK TREE WITH TRIANGULAR BLAZES
 FD1572'ON SOUTH AND EAST SIDES.
 FD1572'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1572'STATION DISKS IN CONCRETE.
 FD1572'SURFACE MARD PROJECTS 6
 FD1572'INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1572'REFERENCE
 FD1572'DISKS IN CONCRETE.  REFERENCE MARKS PROJECT 10
 FD1572'INCHES ABOVE GROUND.  NO 1
 FD1572'IS 55 FEET SOUTHWEST OF CENTER LINE OF
 FD1572'WOODS TRAIL, 18 FEET SOUTHEAST OF CENTER LINE
 FD1572'OF ROAD, AND 115.57
 FD1572'FEET FROM STATION S 17 DEG 93 MIN W. NO 2 IS 8 FEET
 FD1572'NORTHEAST OF
 FD1572'CENTER LINE OF WOODS TRAIL AND 90.40 FEET FROM STATION.
 FD1572'AZIMUTH MARK, PROJECTING 8 INCHES ABOVE GROUND, IS
 FD1572'150 FEET NORTHEAST OF SMALL WHITE
 FD1572'HOUSE ON SOUTHEAST SIDE OF ROAD, ON
 FD1572'PROLONGATION OF CENTER LINE OR ROAD TO SOUTHWEST, 50
 FD1572'FEET NORTHEAST
 FD1572'OF SOUTH END OF CURVE IN ROAD, 14 FEET SOUTHEAST OF CENTER LINE OF
 FD1572'ROAD, AND ABOUT
 FD1572'0.1 MILE FROM STATION.
 FD1572
 FD1572                          STATION RECOVERY (1962)
 FD1572
 FD1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CEG)
 FD1572'THE STATION WAS RECOVERED AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND
 FD1572'THE DESCRIPTION IS
 FD1572'COMPLETELY ADEQUATE.
 FD1572'
 FD1572'NOTE-TRANSFERRED FROM OBSERVATIONS OF W A Z 1962.
 FD1572
 FD1572                          STATION RECOVERY (1962)
 FD1572
 FD1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1572'THE STATION, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE RECOVERED
 FD1572'AND FOUND IN GOOD
 FD1572'CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 FD1572'REFERENCE MARK NO 1 BUT IT
 FD1572'COULD NOT BE FOUND AND IS PRESUMED LOST
 FD1572'WHEN THE ROAD WAS WIDENED SEVERAL YEARS AGO.
 FD1572'A NEW REFERENCE MARK NO
 FD1572'3 WAS ESTABLISHED AT THE TIME OF THIS RECOVERY.  THE OLD
 FD1572'DESCRIPTION IS NO
 FD1572'LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1572'
 FD1572'THE STATION IS ON THE PROPERTY OF HAROLD FOSTER, ABOUT 14 MILES
 FD1572'SOUTH-SOUTHEAST OF
 FD1572'HOHENWALD, 7 MILES SOUTHWEST OF SUMMERTOWN, 1.5 MILES
 FD1572'SOUTH-SOUTHWEST OF
 FD1572'OLD HENRYVILLE, ON THE HIGHEST GROUND BETWEEN
 FD1572'BUFFALO CREEK AND CHIEF CREEK, AND
 FD1572'ALONG THE RIGHT-OF-WAY OF TURNPIKE
 FD1572'ROAD.
 FD1572'
 FD1572'TO REACH FROM THE TRAFFIC LIGHT ON U S HIGHWAY 64, 1 BLOCK NORTH OF
 FD1572'THE LAWRENCE COUNTY
 FD1572'COURTHOUSE SQUARE IN LAWRENCEBURG, GO WESTERLY ON U S HIGHWAY
 FD1572'64 FOR 13 MILES TO AN
 FD1572'OFFSET CROSSROAD IN THE SMALL COMMUNITY OF
 FD1572'PINEY (PINEY ROAD ON THE LEFT AND
 FD1572'TURNPIKE ROAD ON THE RIGHT).  HERE
 FD1572'TURN SHARP RIGHT ON TURNPIKE ROAD (LAWRENCE COUNTY
 FD1572'ROAD S 6312) AND
 FD1572'GO NORTHEASTERLY FOR 5.3 MILES TO THE SMALL COMMUNITY OF CENTER,
 FD1572'CONTINUE
 FD1572'NORTHEASTERLY ON TURNPIKE ROAD FOR 2.65 MILES TO THE TOP OF
 FD1572'A HIGH HILL AND THE STATION
 FD1572'IS ON THE LEFT IN THE YARD OF HAROLD
 FD1572'FOSTER.
 FD1572'
 FD1572'THE STATION IS 63 FEET SOUTH OF THE SOUTHWEST CORNER OF THE FOSTER
 FD1572'RESIDENCE, 54 FEET
 FD1572'NORTHWEST OF THE APPROXIMATE CENTER OF TURNPIKE ROAD AND 26
 FD1572'FEET NORTHEAST OF THE
 FD1572'APPROXIMATE CENTER OF A TRACK ROAD.  IT IS A
 FD1572'STANDARD DISK SET IN THE TOP OF A
 FD1572'10-INCH, ROUND, CONCRETE MONUMENT
 FD1572'THAT PROJECTS 9 INCHES AND THE DISK IS STAMPED HENRY 1934.
 FD1572'
 FD1572'REFERENCE MARK NO 2 IS ALONG THE SOUTHWEST EDGE OF THE YARD, 35 FEET
 FD1572'SOUTH OF THE SOUTHEAST
 FD1572'CORNER OF A BLOCK WELL HOUSE, 30 FEET SOUTHWEST OF THE
 FD1572'SOUTHWEST CORNER OF THE FOSTER
 FD1572'RESIDENCE, 9 FEET NORTHEAST OF THE
 FD1572'APPROXIMATE CENTER OF THE TRACK ROAD, AND 4 FEET
 FD1572'EAST OF A 6-INCH OAK
 FD1572'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FD1572'CONCRETE
 FD1572'MONUMENT THAT PROJECTS 9 INCHES AND THE DISK IS STAMPED
 FD1572'HENRY NO 2 1934.
 FD1572'
 FD1572'REFERENCE MARK NO 3 IS 54 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 FD1572'THE TRACK ROAD, 32 FEET
 FD1572'NORTHWEST OF THE APPROXIMATE CENTER OF TURNPIKE ROAD,
 FD1572'1.4 FEET NORTHWEST OF A METAL
 FD1572'WITNESS POST AND SIGN, AND ON TOP OF A
 FD1572'BANK AT THE EAST EDGE OF A CLEARING.  IT IS A
 FD1572'STANDARD DISK SET IN
 FD1572'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FD1572'INCHES AND
 FD1572'THE DISK IS STAMPED HENRY NO 3 1934.
 FD1572'
 FD1572'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 2 AND REFERENCE
 FD1572'MARK NO 3 IS 131.1 FEET.
 FD1572'
 FD1572'THE AZIMUTH MARK IS ON THE PROPERTY OF P A PHILLIPS, 96 FEET
 FD1572'NORTHEAST OF THE
 FD1572'APPROXIMATE CENTER OF A DRIVEWAY, 50 FEET SOUTHEAST OF THE
 FD1572'APPROXIMATE CENTER
 FD1572'OF TURNPIKE ROAD, 18 FEET NORTH OF A 14-INCH OAK
 FD1572'TREE, 4 FEET WEST OF THE SOUTHWEST
 FD1572'CORNER OF A GARDEN FENCE, AND 1.0
 FD1572'FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT
 FD1572'IS A STANDARD
 FD1572'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 FD1572'MONUMENT THAT
 FD1572'PROJECTS 10 INCHES AND THE DISK IS STAMPED HENRY
 FD1572'AZIMUTH 1934.
 FD1572'
 FD1572'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 FD1572'TURNPIKE ROAD FOR 0.1 MILE
 FD1572'TO THE P A PHILLIPS RESIDENCE ON THE RIGHT AND THE MARK.
 FD1572'
 FD1572'THE STATION WILL BE OCCUPIED BY THE TENNESSEE HIGHWAY CONTROL SURVEYS
 FD1572'PARTY.
 FD1572
 FD1572                          STATION RECOVERY (1972)
 FD1572
 FD1572'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JB)
 FD1572'HENRY 1934 RECOVERED FAIR-TOP OF CUP SLIGHTLY MARRED.  PUBLISHED
 FD1572'CALLS TO ROADS FROM TOWNS SEEM OK.  MONUMENT IN FRONT YARD OF TAN
 FD1572'BRICK HOUSE, 52.8 FEET NW OF CENTERLINE HWY. BETWEEN HENRYVILLE
 FD1572'AND CENTER, 25 FEET NE OF CENTERLINE WOODS TRAIL (DRIVEWAY) DELEATE
 FD1572'CALL TO 18 INCH OAK.  ADD 28.20 FEET NNW OF POWER POLE NO. 32.
 FD1572'
 FD1572'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILE SW OF
 FD1572'HENRYVILLE.
 FD1572'
 FD1572'HENRY RM 1 NOT FOUND.  DESTROYED BY HWY. CONSTRUCTION, REPLACED BY
 FD1572'HENRY NO. 3 1934.
 FD1572'
 FD1572'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES SW OF
 FD1572'HENRYVILLE.
 FD1572'
 FD1572'HENRY RM 2 RECOVERED IN GOOD CONDITION.
 FD1572'
 FD1572'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES SW. OF
 FD1572'HENRYVILLE.
 FD1572'
 FD1572'HENRY NO 3 RECOVERED IN GOOD CONDITION.  LOCATED 55 FEET SW OF
 FD1572'CENTERLINE WOODS TRAIL (DRIVEWAY), 32 FEET NW OF CENTERLINE HWY
 FD1572'BETWEEN HENRYVILLE AND CENTER AND 86.1 FEET SW OF STATION.
 FD1572'TENN. HWY DEPT WITNESS POST AND SIGN 2 FEET SW OF MONUMENT.
 FD1572'
 FD1572'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES SW OF
 FD1572'HENRYVILLE.
 FD1572'
 FD1572'HENRY AZI RECOVERED IN GOOD CONDITION.  FOUND MONUMENT IN BARNYARD
 FD1572'53 FEET SE OF CENTERLINE ROAD AND 150 FEET NE OF A SMALL UNPAINTED
 FD1572'HOUSE, PROJECTING 1 INCH ABOVE GROUND.  DELEATE CALLS TO
 FD1572'PROLONGATION OF RD. SW AND 50 NE OF SOUTH END OF CURVE.  TSHD SIGN
 FD1572'AND POST LOCATED 1 FOOT SE OF MONUMENT.
 FD1572'
 FD1572'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES SW OF
 FD1572'HENRYVILLE.
 FD1572
 FD1572                          STATION RECOVERY (1976)
 FD1572
 FD1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FD1572'THE STATION MARK, REFERENCE MARKS 2 AND 3 ALONG WITH THE AZIMUTH
 FD1572'MARK WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 FD1572'
 FD1572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 FD1572'SOUTHWEST OF HENRYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2694 ***********************************************************************
 GB2694  DESIGNATION -  HENSLEY RESET
 GB2694  PID         -  GB2694
 GB2694  STATE/COUNTY-  TN/ROANE
 GB2694  USGS QUAD   -  PETROS (1979)
 GB2694
 GB2694                         *CURRENT SURVEY CONTROL
 GB2694  ___________________________________________________________________
 GB2694* NAD 83(1995)-  36 00 13.59605(N)    084 23 48.59145(W)     ADJUSTED  
 GB2694* NAVD 88     -       275.12   (meters)     902.6    (feet)  RESET     
 GB2694  ___________________________________________________________________
 GB2694  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 GB2694  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB2694
 GB2694  HORZ ORDER  -  SECOND
 GB2694  VERT ORDER  -  THIRD
 GB2694
 GB2694.The horizontal coordinates were established by classical geodetic methods
 GB2694.and adjusted by the National Geodetic Survey in April 1999..
 GB2694
 GB2694.The orthometric height was computed from unverified reset data.
 GB2694.No vertical observational check was made to the station.
 GB2694
 GB2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2694
 GB2694.The geoid height was determined by GEOID03.
 GB2694
 GB2694;                    North         East     Units Scale Factor Converg.
 GB2694;SPC TN       -   186,518.255   744,527.450   MT  0.99995277   +0 56 18.8
 GB2694;SPC TN       -   611,935.31  2,442,670.48   sFT  0.99995277   +0 56 18.8
 GB2694;UTM  16      - 3,987,501.841   734,631.399   MT  1.00027839   +1 31 51.4
 GB2694
 GB2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2694!SPC TN       -   0.99996156  x   0.99995277  =   0.99991433
 GB2694!UTM  16      -   0.99996156  x   1.00027839  =   1.00023994
 GB2694
 GB2694|---------------------------------------------------------------------|
 GB2694| PID    Reference Object                     Distance      Geod. Az  |
 GB2694|                                                           dddmmss.s |
 GB2694| GB0527 HENSLEY RM 1                         16.337 METERS 02126     |
 GB2694| GB0532 HENSLEY AZ MK                                      2401432.6 |
 GB2694| GB0529 HENSLEY RM 2                         20.264 METERS 26432     |
 GB2694|---------------------------------------------------------------------|
 GB2694
 GB2694                          SUPERSEDED SURVEY CONTROL
 GB2694
 GB2694  NAD 83(1995)-  36 00 13.60362(N)    084 23 48.59116(W) AD(       ) 2
 GB2694  NAD 83(1995)-  36 00 13.60364(N)    084 23 48.59098(W) AD(       ) 2
 GB2694  NAD 83(1986)-  36 00 13.60933(N)    084 23 48.58946(W) AD(       ) 2
 GB2694  NGVD 29 (10/12/01)  275.25   (m)          903.0    (f) RESET       3  
 GB2694
 GB2694.Superseded values are not recommended for survey control.
 GB2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2694.See file dsdata.txt to determine how the superseded data were derived.
 GB2694
 GB2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3463187502(NAD 83)
 GB2694_MARKER: DS = TRIANGULATION STATION DISK
 GB2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2694_SP_SET: CONCRETE POST
 GB2694_STAMPING: HENSLEY 1965 1984
 GB2694_MARK LOGO: NGS   
 GB2694_PROJECTION: RECESSED 23 CENTIMETERS
 GB2694_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2694+STABILITY: SURFACE MOTION
 GB2694
 GB2694  HISTORY     - Date     Condition        Report By
 GB2694  HISTORY     - 1984     MONUMENTED       NGS
 GB2694  HISTORY     - 19840515 GOOD             NGS
 GB2694
 GB2694                          STATION DESCRIPTION
 GB2694
 GB2694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GB2694'8.0 KM (4.95 MI) SW FROM OLIVER SPRINGS.
 GB2694'7.7 KM (4.80 MI) SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE JUNCTION
 GB2694'WITH STATE HIGHWAY 61 IN OLIVER SPRINGS TO A PAVED ROAD LEFT, TURN
 GB2694'LEFT, CROSSING THE RAILROAD AT MILEPOST 40 AND TURN LEFT AGAIN AND GO
 GB2694'NORTHEAST ON THE PAVED ROAD ALONG THE RAILROAD 0.2 KM (0.10 MI) TO
 GB2694'THE MARK, 11.0 M (36.1 FT) SOUTHEAST OF POWERPOLE NUMBER 3, 9.1 M
 GB2694'(29.9 FT) SOUTH OF THE EDGE OF AN EMBANKMENT ABOVE THE RAILROAD, 5.8 M
 GB2694'(19.0 FT) SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND 2.9 M
 GB2694'(9.5 FT) SOUTHWEST OF A WIRE FENCE.
 GB2694'THE MARK IS 0.3 M ABOVE THE ROAD.
 GB2694
 GB2694                          STATION RECOVERY (1984)
 GB2694
 GB2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GB2694'THE STATION SURFACE MONUMENT WAS FOUND UPROOTED AND THE DISK WAS
 GB2694'SALVAGED.  THE UNDERGROUND MARK AND REFERENCE MARKS 1 AND 2 WERE
 GB2694'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN THE
 GB2694'RAILROAD WAS WIDENED.  NEW STATION AND AZIMUTH MARK WERE ESTABLISHED.
 GB2694'A NEW DESCRIPTION FOLLOWS.
 GB2694' 
 GB2694'THE STATION IS LOCATED ABOUT 63 KM (39.15 MI) WEST OF KNOXVILLE, 14 KM
 GB2694'(8.70 MI) NORTHEAST OF HARRIMAN, 8 KM (4.95 MI) SOUTHWEST OF OLIVER
 GB2694'SPRINGS, IN A GARDEN ON LAND OWNED BY EARNEST WHITLOCK WHO GRANTED
 GB2694'PERMISSION TO OCCUPY THE STATION.  ADDRESS ROUTE 2 BOX 184B, HARRIMAN,
 GB2694'TN.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 61
 GB2694'AND 62 IN OLIVER SPRINGS, GO SOUTHWEST ON HIGHWAY 62 FOR 7.7 KM (4.80
 GB2694'MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND CROSS THE RAILROAD
 GB2694'TRACKS TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ALONG THE
 GB2694'RAILROAD ON A PAVED ROAD FOR 0.2 KM (0.10 MI) TO THE STATION ON THE
 GB2694'RIGHT.  THE STATION IS ABOUT 0.2 KM (0.10 MI) NORTHEAST OF RAILROAD
 GB2694'MILEPOST 40.
 GB2694' 
 GB2694'THE STATION IS A STANDARD NGS DISK STAMPED---HENSLEY 1965 1984---, SET
 GB2694'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 GB2694'DIAMETER, RECESSED 9 INCHES, 23 CM, BELOW THE GROUND.  THE STATION IS
 GB2694'LOCATED 11.0 METERS (36.1 FT) SOUTHEAST FROM POWER POLE NUMBER 3, 9.1
 GB2694'METERS (29.9 FT) SOUTH FROM THE EDGE OF AN EMBANKMENT ABOVE THE
 GB2694'RAILROAD, 5.8 METERS (19.0 FT) SOUTH FROM THE CENTERLINE OF A PAVED
 GB2694'ROAD, 2.9 METERS (9.5 FT) SOUTHWEST FROM A WIRE FENCE.
 GB2694' 
 GB2694'REFERENCE MARK NO 1 IS A STANDARD THD DISK STAMPED--HENSLEY NO 1
 GB2694'1965--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES
 GB2694'(25 CM) IN DIAMETER, RECESSED 2 INCHES (5 CM)BELOW THE GROUND.  THE
 GB2694'STATION IS LOCATED 7.9 METERS (25.9 FT) NORTH-NORTHEAST FROM THE
 GB2694'CENTERLINE OF A PAVED ROAD, 5.3 METERS (17.4 FT) NORTHEAST FROM POWER
 GB2694'POLE NUMBER 3, 0.9 METERS (3.0 FT) WEST FROM A CARSONITE WITNESS POST,
 GB2694'0.6 METERS (2.0 FT) SOUTH FROM THE EDGE OF AN EMBANKMENT ABOVE THE
 GB2694'RAILROAD, AND 0.6 METERS (2.0 FT) LOWER THAN THE STATION.
 GB2694' 
 GB2694'REFERENCE MARK NO 2 IS A STANDARD THD DISK STAMPED--HENSLEY NO 2
 GB2694'1965--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES
 GB2694'(25 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 GB2694'31.7 METERS (104.0 FT) NORTHEAST FROM THE JUNCTION OF THE PAVED ROAD
 GB2694'AND A GRAVEL ROAD, 27.1 METERS (88.9 FT) SOUTHWEST FROM POWER POLE
 GB2694'NUMBER 3, 2.6 2.6 METERS (8.5 FT) NORTHWEST FROM THE CENTERLINE OF
 GB2694'THE PAVED ROAD, 0.3 METERS (1.0 FT) SOUTHEAST FROM THE EDGE OF AN
 GB2694'EMBANKMENT ABOVE THE RAILROAD AND 0.4 METERS (1.3 FT) LOWER THAN THE
 GB2694'STATION.
 GB2694' 
 GB2694'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---HENSLEY 1965 NO 2
 GB2694'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 GB2694'(25 CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  THE
 GB2694'STATION IS LOCATED 15.2 METERS (49.9 FT) NORTHWEST FROM THE NORTH RAIL
 GB2694'OF THE RAILROAD, 8.8 METERS (28.9 FT) EAST FROM THE EXTENDED WEST FACE
 GB2694'OF A TAVERN, 6.7 METERS (22.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 GB2694'ROAD, 1.5 METERS (4.9 FT) SOUTH FROM A MAILBOX, 0.52 METERS (1.71 FT)
 GB2694'NORTHEAST FROM A POWER POLE NUMBER 91112. THE STATION IS LOCATED ABOUT
 GB2694'63 KM (39.15 MI) WEST OF KNOXVILLE, 14 KM (8.70 MI) NORTHEAST OF
 GB2694'HARRIMAN, 8 KM (4.95 MI) SOUTHWEST OF OLIVE SPRINGS, ON THE RIGHT OF
 GB2694'WAY BETWEEN STATE HIGHWAY 62 AND A RAILROAD AND ACROSS THE ROAD FROM A
 GB2694'TAVERN.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 GB2694'61 AND 62 IN OLIVE SPRINGS GO SOUTHWEST ON HIGHWAY 62 FOR 8.1 KM (5.05
 GB2694'MI) TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0527 ***********************************************************************
 GB0527  DESIGNATION -  HENSLEY RM 1
 GB0527  PID         -  GB0527
 GB0527  STATE/COUNTY-  TN/ROANE
 GB0527  USGS QUAD   -  PETROS (1979)
 GB0527
 GB0527                         *CURRENT SURVEY CONTROL
 GB0527  ___________________________________________________________________
 GB0527* NAD 83(1986)-  36 00 13.     (N)    084 23 48.     (W)     SCALED    
 GB0527* NAVD 88     -       274.544  (meters)     900.73   (feet)  ADJUSTED  
 GB0527  ___________________________________________________________________
 GB0527  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB0527  DYNAMIC HT  -         274.294 (meters)     899.91  (feet)  COMP
 GB0527  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 GB0527
 GB0527  VERT ORDER  -  FIRST     CLASS I
 GB0527
 GB0527.The horizontal coordinates were scaled from a topographic map and have
 GB0527.an estimated accuracy of +/- 6 seconds.
 GB0527
 GB0527.The orthometric height was determined by differential leveling
 GB0527.and adjusted by the National Geodetic Survey in June 1991..
 GB0527
 GB0527.The geoid height was determined by GEOID03.
 GB0527
 GB0527.The dynamic height is computed by dividing the NAVD 88
 GB0527.geopotential number by the normal gravity value computed on the
 GB0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0527.degrees latitude (g = 980.6199 gals.).
 GB0527
 GB0527.The modeled gravity was interpolated from observed gravity values.
 GB0527
 GB0527;                    North         East    Units  Estimated Accuracy
 GB0527;SPC TN       -   186,500.      744,540.      MT  (+/- 180 meters Scaled)
 GB0527
 GB0527                          SUPERSEDED SURVEY CONTROL
 GB0527
 GB0527  NGVD 29 (??/??/92)  274.670  (m)          901.15   (f) ADJ UNCH    1 1
 GB0527
 GB0527.Superseded values are not recommended for survey control.
 GB0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0527.See file dsdata.txt to determine how the superseded data were derived.
 GB0527
 GB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE346874(NAD 83)
 GB0527_MARKER: DR = REFERENCE MARK DISK
 GB0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0527_STAMPING: HENSLEY RM 1 1965
 GB0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0527+STABILITY: SURFACE MOTION
 GB0527
 GB0527  HISTORY     - Date     Condition        Report By
 GB0527  HISTORY     - 1965     MONUMENTED       TNHD
 GB0527  HISTORY     - 1965     GOOD             NGS
 GB0527  HISTORY     - 1967     GOOD             CGS
 GB0527
 GB0527                          STATION DESCRIPTION
 GB0527
 GB0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GB0527'5 MI SW FROM OLIVER SPRINGS.
 GB0527'AT THE HENSLEY 1965 STATION SITE, 50 FEET SOUTHEAST OF THE
 GB0527'SOUTH RAIL OF THE SOUTHERN RAILROAD AND ABOUT 20 FEET ABOVE THE
 GB0527'TRACKS, 31 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB0527'ROAD AND 12 FEET SOUTHWEST OF A TELEPHONE POLE.  IT IS A STANDARD
 GB0527'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0527'FLUSH, CONCRETE MONUMENT, STAMPED HENSLEY RM-1 1965.
 GB0527
 GB0527                          STATION RECOVERY (1967)
 GB0527
 GB0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GB0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0529 ***********************************************************************
 GB0529  DESIGNATION -  HENSLEY RM 2
 GB0529  PID         -  GB0529
 GB0529  STATE/COUNTY-  TN/ROANE
 GB0529  USGS QUAD   -  PETROS (1979)
 GB0529
 GB0529                         *CURRENT SURVEY CONTROL
 GB0529  ___________________________________________________________________
 GB0529* NAD 83(1986)-  36 00 13.     (N)    084 23 48.     (W)     SCALED    
 GB0529* NAVD 88     -       274.685  (meters)     901.20   (feet)  ADJUSTED  
 GB0529  ___________________________________________________________________
 GB0529  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB0529  DYNAMIC HT  -         274.435 (meters)     900.38  (feet)  COMP
 GB0529  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 GB0529
 GB0529  VERT ORDER  -  FIRST     CLASS I
 GB0529
 GB0529.The horizontal coordinates were scaled from a topographic map and have
 GB0529.an estimated accuracy of +/- 6 seconds.
 GB0529
 GB0529.The orthometric height was determined by differential leveling
 GB0529.and adjusted by the National Geodetic Survey in June 1991..
 GB0529
 GB0529.The geoid height was determined by GEOID03.
 GB0529
 GB0529.The dynamic height is computed by dividing the NAVD 88
 GB0529.geopotential number by the normal gravity value computed on the
 GB0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0529.degrees latitude (g = 980.6199 gals.).
 GB0529
 GB0529.The modeled gravity was interpolated from observed gravity values.
 GB0529
 GB0529;                    North         East    Units  Estimated Accuracy
 GB0529;SPC TN       -   186,500.      744,540.      MT  (+/- 180 meters Scaled)
 GB0529
 GB0529                          SUPERSEDED SURVEY CONTROL
 GB0529
 GB0529  NGVD 29 (??/??/92)  274.812  (m)          901.61   (f) ADJ UNCH    1 1
 GB0529
 GB0529.Superseded values are not recommended for survey control.
 GB0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0529.See file dsdata.txt to determine how the superseded data were derived.
 GB0529
 GB0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE346874(NAD 83)
 GB0529_MARKER: DR = REFERENCE MARK DISK
 GB0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0529_STAMPING: HENSLEY RM 2 1965
 GB0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0529+STABILITY: SURFACE MOTION
 GB0529
 GB0529  HISTORY     - Date     Condition        Report By
 GB0529  HISTORY     - 1965     MONUMENTED       TNHD
 GB0529  HISTORY     - 1965     GOOD             NGS
 GB0529  HISTORY     - 1967     GOOD             CGS
 GB0529
 GB0529                          STATION DESCRIPTION
 GB0529
 GB0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GB0529'5 MI SW FROM OLIVER SPRINGS.
 GB0529'AT THE HENSLEY 1965 STATION SITE, 50 FEET SOUTHEAST OF THE
 GB0529'SOUTH RAIL OF THE SOUTHERN RAILROAD AND ABOUT 20 FEET ABOVE THE
 GB0529'TRACKS, AND 10 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 GB0529'GRAVELED ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0529'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GB0529'HENSLEY RM-2 1965.
 GB0529
 GB0529                          STATION RECOVERY (1967)
 GB0529
 GB0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GB0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0969 ***********************************************************************
 FD0969  DESIGNATION -  HERB
 FD0969  PID         -  FD0969
 FD0969  STATE/COUNTY-  TN/WAYNE
 FD0969  USGS QUAD   -  EAGLE CREEK (1972)
 FD0969
 FD0969                         *CURRENT SURVEY CONTROL
 FD0969  ___________________________________________________________________
 FD0969* NAD 83(1986)-  35 18 22.     (N)    087 54 36.     (W)     SCALED    
 FD0969* NAVD 88     -       167.312  (meters)     548.92   (feet)  ADJUSTED  
 FD0969  ___________________________________________________________________
 FD0969  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0969  DYNAMIC HT  -         167.157 (meters)     548.41  (feet)  COMP
 FD0969  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FD0969
 FD0969  VERT ORDER  -  SECOND    CLASS 0
 FD0969
 FD0969.The horizontal coordinates were scaled from a topographic map and have
 FD0969.an estimated accuracy of +/- 6 seconds.
 FD0969
 FD0969.The orthometric height was determined by differential leveling
 FD0969.and adjusted by the National Geodetic Survey in June 1991..
 FD0969
 FD0969.The geoid height was determined by GEOID03.
 FD0969
 FD0969.The dynamic height is computed by dividing the NAVD 88
 FD0969.geopotential number by the normal gravity value computed on the
 FD0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0969.degrees latitude (g = 980.6199 gals.).
 FD0969
 FD0969.The modeled gravity was interpolated from observed gravity values.
 FD0969
 FD0969;                    North         East    Units  Estimated Accuracy
 FD0969;SPC TN       -   109,630.      426,300.      MT  (+/- 180 meters Scaled)
 FD0969
 FD0969                          SUPERSEDED SURVEY CONTROL
 FD0969
 FD0969  NGVD 29 (??/??/92)  167.300  (m)          548.88   (f) ADJ UNCH    2 0
 FD0969
 FD0969.Superseded values are not recommended for survey control.
 FD0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0969.See file dsdata.txt to determine how the superseded data were derived.
 FD0969
 FD0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE172073(NAD 83)
 FD0969_MARKER: DD = SURVEY DISK
 FD0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0969_STAMPING: HERB 1962
 FD0969_MARK LOGO: TNHD  
 FD0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0969+STABILITY: SURFACE MOTION
 FD0969
 FD0969  HISTORY     - Date     Condition        Report By
 FD0969  HISTORY     - 1962     MONUMENTED       TNHD
 FD0969
 FD0969                          STATION DESCRIPTION
 FD0969
 FD0969'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0969'8 MI W FROM WAYNESBORO.
 FD0969'FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE ROUTE 114, GO
 FD0969'EAST ON U.S. HIGHWAY 64 FOR 2.2 MILES TO A HIGHWAY CUT AND THE
 FD0969'MARK ON THE LEFT.  THE STATION MARK IS 150 FEET NORTH OF THE
 FD0969'CENTERLINE OF U.S. HIGHWAY 64, 19 FEET NORTH OF A POWER POLE
 FD0969'AND 1.8 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0969'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0969'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1611 ***********************************************************************
 FD1611  DESIGNATION -  HERB
 FD1611  PID         -  FD1611
 FD1611  STATE/COUNTY-  TN/WAYNE
 FD1611  USGS QUAD   -  EAGLE CREEK (1972)
 FD1611
 FD1611                         *CURRENT SURVEY CONTROL
 FD1611  ___________________________________________________________________
 FD1611* NAD 83(1995)-  35 18 23.03267(N)    087 54 36.23157(W)     ADJUSTED  
 FD1611* NAVD 88     -       167.5    (meters)     550.     (feet)  VERTCON   
 FD1611  ___________________________________________________________________
 FD1611  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FD1611  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD1611
 FD1611  HORZ ORDER  -  SECOND
 FD1611
 FD1611.The horizontal coordinates were established by classical geodetic methods
 FD1611.and adjusted by the National Geodetic Survey in April 1999..
 FD1611
 FD1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1611
 FD1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1611
 FD1611.The geoid height was determined by GEOID03.
 FD1611
 FD1611;                    North         East     Units Scale Factor Converg.
 FD1611;SPC TN       -   109,656.719   426,298.862   MT  0.99999053   -1 07 05.6
 FD1611;SPC TN       -   359,765.42  1,398,615.52   sFT  0.99999053   -1 07 05.6
 FD1611;UTM  16      - 3,907,402.064   417,264.707   MT  0.99968436   -0 31 33.6
 FD1611
 FD1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1611!SPC TN       -   0.99997809  x   0.99999053  =   0.99996862
 FD1611!UTM  16      -   0.99997809  x   0.99968436  =   0.99966245
 FD1611
 FD1611|---------------------------------------------------------------------|
 FD1611| PID    Reference Object                     Distance      Geod. Az  |
 FD1611|                                                           dddmmss.s |
 FD1611| FD0970 HERB RM 1                            11.389 METERS 11401     |
 FD1611| FD0968 HERB RM 2                            19.176 METERS 27841     |
 FD1611| FD0966 GUS                                 APPROX. 2.4 KM 2784743.0 |
 FD1611|---------------------------------------------------------------------|
 FD1611
 FD1611                          SUPERSEDED SURVEY CONTROL
 FD1611
 FD1611  NAD 83(1995)-  35 18 23.03680(N)    087 54 36.23236(W) AD(       ) 2
 FD1611  NAD 83(1995)-  35 18 23.03685(N)    087 54 36.23241(W) AD(       ) 2
 FD1611  NAD 83(1995)-  35 18 23.03879(N)    087 54 36.23157(W) AD(       ) 2
 FD1611  NAD 83(1986)-  35 18 23.04223(N)    087 54 36.23091(W) AD(       ) 2
 FD1611  NAD 27      -  35 18 22.76370(N)    087 54 36.13570(W) AD(       ) 2
 FD1611  NGVD 29 (07/19/86)  167.5    (m)          550.     (f) VERT ANG       
 FD1611
 FD1611.Superseded values are not recommended for survey control.
 FD1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1611.See file dsdata.txt to determine how the superseded data were derived.
 FD1611
 FD1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1726507402(NAD 83)
 FD1611_MARKER: DD = SURVEY DISK
 FD1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1611_MARK LOGO: TNHD  
 FD1611
 FD1611  HISTORY     - Date     Condition        Report By
 FD1611  HISTORY     - 1962     MONUMENTED       TNHD
 FD1611
 FD1611                          STATION DESCRIPTION
 FD1611
 FD1611'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1611'THE STATION IS LOCATED ABOUT 8 MILES WEST OF WAYNESBORO.
 FD1611'
 FD1611'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 114 AND 15, GO
 FD1611'2.2 MILES EAST ON
 FD1611'STATE ROUTE 15 TO A HIGHWAY CUT AND THE STATION ON
 FD1611'THE LEFT AS DESCRIBED.
 FD1611'
 FD1611'THE STATION IS ABOUT 150 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD1611'STATE ROUTE 15, 19
 FD1611'FEET NORTH OF A POWERPOLE, AND 1.8 FEET SOUTH OF A
 FD1611'WITNESS POST.  SURFACE AND
 FD1611'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD1611'HIGHWAY DEPARTMENT DISKS STAMPED HERB 1962.
 FD1611'THE UNDERGROUND MARK IS
 FD1611'ABOUT 50 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS
 FD1611'SET IN A 10-INCH
 FD1611'SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1611'
 FD1611'REFERENCE MARK NO 1 IS 37 FEET EAST OF A POWERPOLE AND 7 FEET
 FD1611'SOUTHWEST OF A
 FD1611'STUMP.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1611'CEMENTED FLUSH IN A
 FD1611'DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK
 FD1611'IS STAMPED HERB RM-1 1962.
 FD1611'
 FD1611'REFERENCE MARK NO 2 IS 66 FEET WEST OF A FENCE.  THE MARK IS A
 FD1611'STANDARD TENNESSEE
 FD1611'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 FD1611'OUTCROPPING BEDROCK AND THE
 FD1611'DISK IS STAMPED HERB RM-2 1962.
 FD1611'
 FD1611'NO AZIMUTH MARK WAS POURED AT THIS STATION SITE BECAUSE STATION GUS
 FD1611'WAS VISIBLE FROM THE  GROUND.
 FD1611'
 FD1611'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0970 ***********************************************************************
 FD0970  DESIGNATION -  HERB RM 1
 FD0970  PID         -  FD0970
 FD0970  STATE/COUNTY-  TN/WAYNE
 FD0970  USGS QUAD   -  EAGLE CREEK (1972)
 FD0970
 FD0970                         *CURRENT SURVEY CONTROL
 FD0970  ___________________________________________________________________
 FD0970* NAD 83(1986)-  35 18 22.     (N)    087 54 36.     (W)     SCALED    
 FD0970* NAVD 88     -       166.560  (meters)     546.46   (feet)  ADJUSTED  
 FD0970  ___________________________________________________________________
 FD0970  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0970  DYNAMIC HT  -         166.406 (meters)     545.95  (feet)  COMP
 FD0970  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FD0970
 FD0970  VERT ORDER  -  SECOND    CLASS 0
 FD0970
 FD0970.The horizontal coordinates were scaled from a topographic map and have
 FD0970.an estimated accuracy of +/- 6 seconds.
 FD0970
 FD0970.The orthometric height was determined by differential leveling
 FD0970.and adjusted by the National Geodetic Survey in June 1991..
 FD0970
 FD0970.The geoid height was determined by GEOID03.
 FD0970
 FD0970.The dynamic height is computed by dividing the NAVD 88
 FD0970.geopotential number by the normal gravity value computed on the
 FD0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0970.degrees latitude (g = 980.6199 gals.).
 FD0970
 FD0970.The modeled gravity was interpolated from observed gravity values.
 FD0970
 FD0970;                    North         East    Units  Estimated Accuracy
 FD0970;SPC TN       -   109,630.      426,300.      MT  (+/- 180 meters Scaled)
 FD0970
 FD0970                          SUPERSEDED SURVEY CONTROL
 FD0970
 FD0970  NGVD 29 (??/??/92)  166.548  (m)          546.42   (f) ADJ UNCH    2 0
 FD0970
 FD0970.Superseded values are not recommended for survey control.
 FD0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0970.See file dsdata.txt to determine how the superseded data were derived.
 FD0970
 FD0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE172073(NAD 83)
 FD0970_MARKER: DD = SURVEY DISK
 FD0970_SETTING: 66 = SET IN ROCK OUTCROP
 FD0970_SP_SET: OUTCROPPING BEDROCK
 FD0970_STAMPING: HERB RM 1 1962
 FD0970_MARK LOGO: TNHD  
 FD0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0970+STABILITY: POSITION/ELEVATION WELL
 FD0970
 FD0970  HISTORY     - Date     Condition        Report By
 FD0970  HISTORY     - 1962     MONUMENTED       TNHD
 FD0970
 FD0970                          STATION DESCRIPTION
 FD0970
 FD0970'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0970'8 MI W FROM WAYNESBORO.
 FD0970'THIS MARK IS LOCATED AT THE HERB 1962 STATION SITE, 37 FEET
 FD0970'EAST OF A POWERPOLE, 7 FEET SOUTHWEST OF A STUMP AND 37 FEET
 FD0970'EAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0970'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN OUTCROPPING
 FD0970'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0968 ***********************************************************************
 FD0968  DESIGNATION -  HERB RM 2
 FD0968  PID         -  FD0968
 FD0968  STATE/COUNTY-  TN/WAYNE
 FD0968  USGS QUAD   -  EAGLE CREEK (1972)
 FD0968
 FD0968                         *CURRENT SURVEY CONTROL
 FD0968  ___________________________________________________________________
 FD0968* NAD 83(1986)-  35 18 22.     (N)    087 54 36.     (W)     SCALED    
 FD0968* NAVD 88     -       166.132  (meters)     545.05   (feet)  ADJUSTED  
 FD0968  ___________________________________________________________________
 FD0968  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0968  DYNAMIC HT  -         165.979 (meters)     544.55  (feet)  COMP
 FD0968  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FD0968
 FD0968  VERT ORDER  -  SECOND    CLASS 0
 FD0968
 FD0968.The horizontal coordinates were scaled from a topographic map and have
 FD0968.an estimated accuracy of +/- 6 seconds.
 FD0968
 FD0968.The orthometric height was determined by differential leveling
 FD0968.and adjusted by the National Geodetic Survey in June 1991..
 FD0968
 FD0968.The geoid height was determined by GEOID03.
 FD0968
 FD0968.The dynamic height is computed by dividing the NAVD 88
 FD0968.geopotential number by the normal gravity value computed on the
 FD0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0968.degrees latitude (g = 980.6199 gals.).
 FD0968
 FD0968.The modeled gravity was interpolated from observed gravity values.
 FD0968
 FD0968;                    North         East    Units  Estimated Accuracy
 FD0968;SPC TN       -   109,630.      426,300.      MT  (+/- 180 meters Scaled)
 FD0968
 FD0968                          SUPERSEDED SURVEY CONTROL
 FD0968
 FD0968  NGVD 29 (??/??/92)  166.119  (m)          545.01   (f) ADJ UNCH    2 0
 FD0968
 FD0968.Superseded values are not recommended for survey control.
 FD0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0968.See file dsdata.txt to determine how the superseded data were derived.
 FD0968
 FD0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE172073(NAD 83)
 FD0968_MARKER: DD = SURVEY DISK
 FD0968_SETTING: 66 = SET IN ROCK OUTCROP
 FD0968_SP_SET: OUTCROPPING BEDROCK
 FD0968_STAMPING: HERB RM 2 1962
 FD0968_MARK LOGO: TNHD  
 FD0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0968+STABILITY: POSITION/ELEVATION WELL
 FD0968
 FD0968  HISTORY     - Date     Condition        Report By
 FD0968  HISTORY     - 1962     MONUMENTED       TNHD
 FD0968
 FD0968                          STATION DESCRIPTION
 FD0968
 FD0968'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0968'8 MI W FROM WAYNESBORO.
 FD0968'THIS MARK IS LOCATED AT THE HERB 1962 STATION SITE, 66 FEET
 FD0968'WEST OF A FENCE AND 63 FEET WEST OF THE STATION.  THE MARK IS A
 FD0968'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 FD0968'DRILLED HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0593 ***********************************************************************
 GC0593  DESIGNATION -  HERBERT
 GC0593  PID         -  GC0593
 GC0593  STATE/COUNTY-  TN/DAVIDSON
 GC0593  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0593
 GC0593                         *CURRENT SURVEY CONTROL
 GC0593  ___________________________________________________________________
 GC0593* NAD 83(1995)-  36 09 17.72568(N)    086 49 28.36744(W)     ADJUSTED  
 GC0593* NAVD 88     -       219.856  (meters)     721.31   (feet)  ADJUSTED  
 GC0593  ___________________________________________________________________
 GC0593  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC0593  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0593  DYNAMIC HT  -         219.668 (meters)     720.69  (feet)  COMP
 GC0593  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0593
 GC0593  HORZ ORDER  -  SECOND
 GC0593  VERT ORDER  -  SECOND    CLASS 0
 GC0593
 GC0593.The horizontal coordinates were established by classical geodetic methods
 GC0593.and adjusted by the National Geodetic Survey in April 1999..
 GC0593
 GC0593.The orthometric height was determined by differential leveling
 GC0593.and adjusted by the National Geodetic Survey in June 1991..
 GC0593
 GC0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0593
 GC0593.The geoid height was determined by GEOID03.
 GC0593
 GC0593.The dynamic height is computed by dividing the NAVD 88
 GC0593.geopotential number by the normal gravity value computed on the
 GC0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0593.degrees latitude (g = 980.6199 gals.).
 GC0593
 GC0593.The modeled gravity was interpolated from observed gravity values.
 GC0593
 GC0593;                    North         East     Units Scale Factor Converg.
 GC0593;SPC TN       -   202,417.680   525,805.074   MT  0.99996403   -0 28 57.8
 GC0593;SPC TN       -   664,098.67  1,725,078.81   sFT  0.99996403   -0 28 57.8
 GC0593;UTM  16      - 4,001,146.246   515,782.226   MT  0.99960307   +0 06 12.6
 GC0593
 GC0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0593!SPC TN       -   0.99997009  x   0.99996403  =   0.99993412
 GC0593!UTM  16      -   0.99997009  x   0.99960307  =   0.99957317
 GC0593
 GC0593|---------------------------------------------------------------------|
 GC0593| PID    Reference Object                     Distance      Geod. Az  |
 GC0593|                                                           dddmmss.s |
 GC0593| GC0592 HERBERT RM 1                         19.547 METERS 05518     |
 GC0593| GC2289 NASHVILLE HERBERT RAD TWR 1959        4.906 METERS 10357     |
 GC0593| GC0594 HERBERT RM 2                         16.992 METERS 14700     |
 GC0593| GC0454 LOVE                                APPROX. 2.0 KM 1561551.5 |
 GC0593| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX. 4.0 KM 2471746.0 |
 GC0593|---------------------------------------------------------------------|
 GC0593
 GC0593                          SUPERSEDED SURVEY CONTROL
 GC0593
 GC0593  NAD 83(1995)-  36 09 17.72773(N)    086 49 28.36935(W) AD(       ) 2
 GC0593  NAD 83(1995)-  36 09 17.72964(N)    086 49 28.36966(W) AD(       ) 2
 GC0593  NAD 83(1986)-  36 09 17.73591(N)    086 49 28.37058(W) AD(       ) 2
 GC0593  NAD 27      -  36 09 17.52950(N)    086 49 28.36890(W) AD(       ) 2
 GC0593  NGVD 29 (??/??/92)  219.875  (m)          721.37   (f) ADJ UNCH    2 0
 GC0593
 GC0593.Superseded values are not recommended for survey control.
 GC0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0593.See file dsdata.txt to determine how the superseded data were derived.
 GC0593
 GC0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1578201146(NAD 83)
 GC0593_MARKER: DE = TRAVERSE STATION DISK
 GC0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0593_STAMPING: HERBERT 1959
 GC0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0593+STABILITY: SURFACE MOTION
 GC0593
 GC0593  HISTORY     - Date     Condition        Report By
 GC0593  HISTORY     - 1959     MONUMENTED       CGS
 GC0593  HISTORY     - 1959     GOOD             CGS
 GC0593
 GC0593                          STATION DESCRIPTION
 GC0593
 GC0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0593'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF DOWNTOWN NASHVILLE,
 GC0593'AT THE T.L. HERBERT RADIO TRANSMISSION TOWER SITE, ABOUT 0.15 MILE
 GC0593'NORTH OF CHARLOTTE ROAD AND JUST WEST OF 33RD STREET ON PROPERTY
 GC0593'OWNED BY THE T.L. HERBERT SAND AND GRAVEL CO.
 GC0593'
 GC0593'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC0593'CHARLOTTE ROAD IN THE WEST SECTION OF NASHVILLE, GO EAST ON
 GC0593'CHARLOTTE ROAD (U.S. HIGHWAY 70) FOR 0.9 MILE TO 33RD STREET LEFT,
 GC0593'TURN LEFT AND GO NORTH ON 33RD STREE FOR 0.15 MILE TO RADIO
 GC0593'TOWER AND STATION SITE AS DESCRIBED.
 GC0593'
 GC0593'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED HERBERT 1959.
 GC0593'THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS
 GC0593'FLUCH WITH THE SURFACE OF THE GROUND. IT IS 18 FEET NORTH-NORTHWEST
 GC0593'OF THE NORTHWEST CORNER OF A SMALL BRICK BUILDING AND 10 FEET
 GC0593'NORTHWEST OF THE NORTHWEST LEG OF RADIO TOWER.
 GC0593'
 GC0593'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC0593'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED HERBERT
 GC0593'1959.
 GC0593'
 GC0593'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED HERBERT NO.
 GC0593'1 1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0593'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 113 FEET
 GC0593'NORTHWEST OF A POWER LINE POLE, 50 FEET NORTH-NORTHEAST OF THE
 GC0593'NORTHEAST LEG OF RADIO TOWER AND ABOUT 5 FEET LOWER THAN THE STATION
 GC0593'MARK.
 GC0593'
 GC0593'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED HERBERT NO.
 GC0593'2 1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0593'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 59 FEET
 GC0593'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 28 FEET SOUTH OF
 GC0593'THE SOUTHWEST CORNER OF A SMALL BRICK BUILDING AND ABOUT 4 FEET LOWER
 GC0593'THAN THE STATION MARK.
 GC0593'
 GC0593'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 GC0593'
 GC0593'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 GC0593
 GC0593                          STATION RECOVERY (1959)
 GC0593
 GC0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC0593'AT NASHVILLE.
 GC0593'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0593'NASHVILLE, GO EAST ON CHARLOTTE ROAD (U.S. HIGHWAY 70 N) FOR
 GC0593'1.0 MILE TO 33RD STREET, THENCE 0.15 MILE NORTH ON 33RD STREET
 GC0593'TO A RADIO TOWER AND THE STATION, 18 FT. NORTH-NORTHWEST OF THE
 GC0593'NORTHWEST CORNER OF A SMALL BRICK BUILDING AND 10 FT. NORTHWEST OF
 GC0593'THE NORTHWEST LEG OF THE RADIO TOWER, A DISK SET IN TOP OF A
 GC0593'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0592 ***********************************************************************
 GC0592  DESIGNATION -  HERBERT RM 1
 GC0592  PID         -  GC0592
 GC0592  STATE/COUNTY-  TN/DAVIDSON
 GC0592  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0592
 GC0592                         *CURRENT SURVEY CONTROL
 GC0592  ___________________________________________________________________
 GC0592* NAD 83(1986)-  36 09 17.     (N)    086 49 28.     (W)     SCALED    
 GC0592* NAVD 88     -       217.572  (meters)     713.82   (feet)  ADJUSTED  
 GC0592  ___________________________________________________________________
 GC0592  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0592  DYNAMIC HT  -         217.386 (meters)     713.21  (feet)  COMP
 GC0592  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0592
 GC0592  VERT ORDER  -  SECOND    CLASS 0
 GC0592
 GC0592.The horizontal coordinates were scaled from a topographic map and have
 GC0592.an estimated accuracy of +/- 6 seconds.
 GC0592
 GC0592.The orthometric height was determined by differential leveling
 GC0592.and adjusted by the National Geodetic Survey in June 1991..
 GC0592
 GC0592.The geoid height was determined by GEOID03.
 GC0592
 GC0592.The dynamic height is computed by dividing the NAVD 88
 GC0592.geopotential number by the normal gravity value computed on the
 GC0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0592.degrees latitude (g = 980.6199 gals.).
 GC0592
 GC0592.The modeled gravity was interpolated from observed gravity values.
 GC0592
 GC0592;                    North         East    Units  Estimated Accuracy
 GC0592;SPC TN       -   202,400.      525,810.      MT  (+/- 180 meters Scaled)
 GC0592
 GC0592                          SUPERSEDED SURVEY CONTROL
 GC0592
 GC0592  NGVD 29 (??/??/92)  217.592  (m)          713.88   (f) ADJ UNCH    2 0
 GC0592
 GC0592.Superseded values are not recommended for survey control.
 GC0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0592.See file dsdata.txt to determine how the superseded data were derived.
 GC0592
 GC0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157011(NAD 83)
 GC0592_MARKER: DR = REFERENCE MARK DISK
 GC0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0592_STAMPING: HERBERT NO 1 1959
 GC0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0592+STABILITY: SURFACE MOTION
 GC0592
 GC0592  HISTORY     - Date     Condition        Report By
 GC0592  HISTORY     - 1959     MONUMENTED       CGS
 GC0592
 GC0592                          STATION DESCRIPTION
 GC0592
 GC0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0592'AT NASHVILLE.
 GC0592'THIS MARK IS LOCATED AT THE HERBERT 1959 STATION SITE, 64.1 FT.
 GC0592'NORTHEAST OF THE STATION MARK, 113 FT. NORTHWEST OF A POWER
 GC0592'LINE POLE, 50 FT. NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE
 GC0592'RADIO TOWER, A DISK SET IN TOP OF CONCRETE POST THAT IS FLUSH
 GC0592'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0594 ***********************************************************************
 GC0594  DESIGNATION -  HERBERT RM 2
 GC0594  PID         -  GC0594
 GC0594  STATE/COUNTY-  TN/DAVIDSON
 GC0594  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0594
 GC0594                         *CURRENT SURVEY CONTROL
 GC0594  ___________________________________________________________________
 GC0594* NAD 83(1986)-  36 09 17.     (N)    086 49 28.     (W)     SCALED    
 GC0594* NAVD 88     -       218.368  (meters)     716.43   (feet)  ADJUSTED  
 GC0594  ___________________________________________________________________
 GC0594  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0594  DYNAMIC HT  -         218.181 (meters)     715.82  (feet)  COMP
 GC0594  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 GC0594
 GC0594  VERT ORDER  -  SECOND    CLASS 0
 GC0594
 GC0594.The horizontal coordinates were scaled from a topographic map and have
 GC0594.an estimated accuracy of +/- 6 seconds.
 GC0594
 GC0594.The orthometric height was determined by differential leveling
 GC0594.and adjusted by the National Geodetic Survey in June 1991..
 GC0594
 GC0594.The geoid height was determined by GEOID03.
 GC0594
 GC0594.The dynamic height is computed by dividing the NAVD 88
 GC0594.geopotential number by the normal gravity value computed on the
 GC0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0594.degrees latitude (g = 980.6199 gals.).
 GC0594
 GC0594.The modeled gravity was interpolated from observed gravity values.
 GC0594
 GC0594;                    North         East    Units  Estimated Accuracy
 GC0594;SPC TN       -   202,400.      525,810.      MT  (+/- 180 meters Scaled)
 GC0594
 GC0594                          SUPERSEDED SURVEY CONTROL
 GC0594
 GC0594  NGVD 29 (??/??/92)  218.387  (m)          716.49   (f) ADJ UNCH    2 0
 GC0594
 GC0594.Superseded values are not recommended for survey control.
 GC0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0594.See file dsdata.txt to determine how the superseded data were derived.
 GC0594
 GC0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF157011(NAD 83)
 GC0594_MARKER: DR = REFERENCE MARK DISK
 GC0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0594_STAMPING: HERBERT NO 2 1959
 GC0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0594+STABILITY: SURFACE MOTION
 GC0594
 GC0594  HISTORY     - Date     Condition        Report By
 GC0594  HISTORY     - 1959     MONUMENTED       CGS
 GC0594
 GC0594                          STATION DESCRIPTION
 GC0594
 GC0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0594'AT NASHVILLE.
 GC0594'THIS MARK IS LOCATED AT THE HERBERT 1959 STATION SITE, 55.7
 GC0594'FT. SOUTHEAST OF THE STATION MARK, 59 FT. NORTHWEST OF THE
 GC0594'NORTHWEST CORNER OF A HOUSE, 28 FT. SOUTH OF THE SOUTHWEST
 GC0594'CORNER OF A SMALL BRICK BUILDING, A DISK SET IN TOP OF A CONCRETE
 GC0594'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2460 ***********************************************************************
 GB2460  DESIGNATION -  HERMITAGE
 GB2460  PID         -  GB2460
 GB2460  STATE/COUNTY-  TN/CLAY
 GB2460  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB2460
 GB2460                         *CURRENT SURVEY CONTROL
 GB2460  ___________________________________________________________________
 GB2460* NAD 83(1995)-  36 35 07.68988(N)    085 45 50.83540(W)     ADJUSTED  
 GB2460* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 GB2460  ___________________________________________________________________
 GB2460  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 GB2460  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GB2460
 GB2460  HORZ ORDER  -  THIRD
 GB2460
 GB2460.The horizontal coordinates were established by classical geodetic methods
 GB2460.and adjusted by the National Geodetic Survey in April 1999..
 GB2460
 GB2460.The orthometric height was scaled from a topographic map.
 GB2460
 GB2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2460
 GB2460.The geoid height was determined by GEOID03.
 GB2460
 GB2460;                    North         East     Units Scale Factor Converg.
 GB2460;SPC TN       -   249,906.176   621,110.119   MT  1.00003430   +0 08 17.1
 GB2460;SPC TN       -   819,900.51  2,037,758.78   sFT  1.00003430   +0 08 17.1
 GB2460;SPC KY1Z     - 1,027,984.846 1,498,736.083   MT  1.00015627   -0 00 31.2
 GB2460;SPC KY1Z     - 3,372,646.95  4,917,103.30   sFT  1.00015627   -0 00 31.2
 GB2460;SPC KY S     -   527,980.744   498,736.243   MT  1.00003013   -0 00 30.8
 GB2460;SPC KY S     - 1,732,216.82  1,636,270.49   sFT  1.00003013   -0 00 30.8
 GB2460;UTM  16      - 4,049,599.512   610,560.217   MT  0.99975060   +0 44 12.1
 GB2460
 GB2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2460!SPC TN       -   0.99996129  x   1.00003430  =   0.99999559
 GB2460!SPC KY1Z     -   0.99996129  x   1.00015627  =   1.00011756
 GB2460!SPC KY S     -   0.99996129  x   1.00003013  =   0.99999142
 GB2460!UTM  16      -   0.99996129  x   0.99975060  =   0.99971190
 GB2460
 GB2460|---------------------------------------------------------------------|
 GB2460| PID    Reference Object                     Distance      Geod. Az  |
 GB2460|                                                           dddmmss.s |
 GB2460| CG6047 HERMITAGE RM 1                       20.224 METERS 22645     |
 GB2460| CG6046 HERMITAGE AZ MK                                    2354250.5 |
 GB2460| CG6048 HERMITAGE RM 2                       27.285 METERS 32458     |
 GB2460|---------------------------------------------------------------------|
 GB2460
 GB2460                          SUPERSEDED SURVEY CONTROL
 GB2460
 GB2460  NAD 83(1995)-  36 35 07.69084(N)    085 45 50.83534(W) AD(       ) 3
 GB2460  NAD 83(1995)-  36 35 07.69861(N)    085 45 50.84037(W) AD(       ) 3
 GB2460  NAD 83(1986)-  36 35 07.69997(N)    085 45 50.83982(W) AD(       ) 3
 GB2460  NAD 27      -  36 35 07.49200(N)    085 45 50.92300(W) AD(       ) 3
 GB2460
 GB2460.Superseded values are not recommended for survey control.
 GB2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2460.See file dsdata.txt to determine how the superseded data were derived.
 GB2460
 GB2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1056049600(NAD 83)
 GB2460_MARKER: DS = TRIANGULATION STATION DISK
 GB2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2460
 GB2460  HISTORY     - Date     Condition        Report By
 GB2460  HISTORY     - 1950     MONUMENTED       CGS
 GB2460
 GB2460                          STATION DESCRIPTION
 GB2460
 GB2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2460'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF RED BOILING SPRINGS AND
 GB2460'1 MILE NORTHEAST OF HERMITAGE SPRINGS.  IT IS 50 FEET SOUTHWEST OF
 GB2460'THE NORTHWEST CORNER OF A CONCRETE HOUSE, 47 FEET WEST OF THE
 GB2460'SOUTHWEST CORNER OF HOUSE AND 22 FEET SOUTHEAST OF A WHITE WITNESS
 GB2460'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HERMITAGE 1950.
 GB2460'
 GB2460'REFERENCE MARK NO. 1 IS 105 FEET WEST OF THE SOUTHWEST CORNER OF
 GB2460'CONCRETE HOUSE AND 49 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 GB2460'MARK IS FLUSH AND THE DISK IS STAMPED HERMITAGE NO 1 1950.
 GB2460'
 GB2460'REFERENCE MARK NO. 2 IS 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GB2460'CONCRETE HOUSE AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH
 GB2460'AND THE DISK IS STAMPED HERMITAGE NO 2 1950.
 GB2460'
 GB2460'AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 52
 GB2460'AND 1 FOOT EAST OF A POWERLINE POLE AND WHITE WITNESS POST.
 GB2460'THE MARK IS FLUSH AND THE DISK IS STAMPED HERMITAGE 1950.
 GB2460'
 GB2460'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 52 AND
 GB2460'NO. 56 WHICH IS ABOUT 1 MILE NORTHEAST OF RED BOILING SPRINGS,
 GB2460'GO NORTHEAST ON STATE HIGHWAY NO. 52 FOR 5.0 MILES TO THE AZIMUTH
 GB2460'MARK ON THE LEFT, CONTINUE FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT,
 GB2460'TURN LEFT INTO DRIVEWAY AND GO 0.1 MILE TO A HOUSE ON TOP OF THE HILL
 GB2460'AND THE STATION AS DESCRIBED.
 GB2460'
 GB2460'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2191 ***********************************************************************
 GC2191  DESIGNATION -  HESTER
 GC2191  PID         -  GC2191
 GC2191  STATE/COUNTY-  TN/SUMNER
 GC2191  USGS QUAD   -  COTTONTOWN (1994)
 GC2191
 GC2191                         *CURRENT SURVEY CONTROL
 GC2191  ___________________________________________________________________
 GC2191* NAD 83(1995)-  36 28 40.79330(N)    086 34 49.49538(W)     ADJUSTED  
 GC2191* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 GC2191  ___________________________________________________________________
 GC2191  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 GC2191  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2191
 GC2191  HORZ ORDER  -  FIRST
 GC2191
 GC2191.The horizontal coordinates were established by classical geodetic methods
 GC2191.and adjusted by the National Geodetic Survey in April 1999..
 GC2191
 GC2191.The orthometric height was scaled from a topographic map.
 GC2191
 GC2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2191
 GC2191.The geoid height was determined by GEOID03.
 GC2191
 GC2191;                    North         East     Units Scale Factor Converg.
 GC2191;SPC TN       -   238,108.740   547,984.948   MT  1.00001145   -0 20 23.3
 GC2191;SPC TN       -   781,195.09  1,797,847.28   sFT  1.00001145   -0 20 23.3
 GC2191;UTM  16      - 4,037,049.376   537,586.739   MT  0.99961741   +0 14 58.0
 GC2191
 GC2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2191!SPC TN       -   0.99995946  x   1.00001145  =   0.99997091
 GC2191!UTM  16      -   0.99995946  x   0.99961741  =   0.99957688
 GC2191
 GC2191|---------------------------------------------------------------------|
 GC2191| PID    Reference Object                     Distance      Geod. Az  |
 GC2191|                                                           dddmmss.s |
 GC2191| CG6052 HESTER RM 1                         200.000 METERS 07638     |
 GC2191| GC2182 BAULCH                              APPROX. 9.7 KM 0970940.6 |
 GC2191| CG6053 HESTER RM 2                          40.130 METERS 17507     |
 GC2191|---------------------------------------------------------------------|
 GC2191
 GC2191                          SUPERSEDED SURVEY CONTROL
 GC2191
 GC2191  NAD 83(1995)-  36 28 40.79414(N)    086 34 49.49610(W) AD(       ) 1
 GC2191  NAD 83(1995)-  36 28 40.80002(N)    086 34 49.49863(W) AD(       ) 1
 GC2191  NAD 83(1986)-  36 28 40.80272(N)    086 34 49.49897(W) AD(       ) 1
 GC2191  NAD 27      -  36 28 40.64400(N)    086 34 49.51900(W) AD(       ) 1
 GC2191
 GC2191.Superseded values are not recommended for survey control.
 GC2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2191.See file dsdata.txt to determine how the superseded data were derived.
 GC2191
 GC2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3758737049(NAD 83)
 GC2191_MARKER: DS = TRIANGULATION STATION DISK
 GC2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2191
 GC2191  HISTORY     - Date     Condition        Report By
 GC2191  HISTORY     - 1930     MONUMENTED       CGS
 GC2191
 GC2191                          STATION DESCRIPTION
 GC2191
 GC2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2191'ABOUT 4 MILES EAST OF WHITE HOUSE, 1-1/2 MILES SOUTHEAST OF JOHNSON
 GC2191'CORNERS, ON LAND OWNED AND OCCUPIED BY J.T. HESTER, AND IN HAYFIELD
 GC2191'ABOUT 30 METERS (98 FEET) NORTH OF ROAD AND ABOUT 200 METERS (656
 GC2191'FEET) WEST OF HOUSE.  TO REACH FROM WHITE HOUSE, GO 5.75 MILES ON
 GC2191'ROUTE 25 TO CUMMINGS CROSS ROADS AND THENCE SOUTHWEST (RIGHT) ON DIRT
 GC2191'ROAD 0.3 MILE TO STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 GC2191'STANDARD STATION DISKS IN CONCRETE.  REFERENCE MARKS
 GC2191'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 1
 GC2191'METER (3 FEET) SOUTH OF NORTHWEST CORNER OF BARN,
 GC2191'APPROXIMATELY 200 METERS (656 FEET) FROM STATION, N 76 DEG 38 MIN
 GC2191'12 SEC E.  NO. 2 IS 5 METERS (16 FEET) SOUTH OF CENTER LINE OF
 GC2191'ROAD, 1 METER (3 FEET) WEST OF DEAD CHESTNUT TREE, AND 40.1 METERS
 GC2191'(132 FEET) FROM STATION S 4 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0920 ***********************************************************************
 GB0920  DESIGNATION -  HEWETT
 GB0920  PID         -  GB0920
 GB0920  STATE/COUNTY-  TN/SCOTT
 GB0920  USGS QUAD   -  ROBBINS (1980)
 GB0920
 GB0920                         *CURRENT SURVEY CONTROL
 GB0920  ___________________________________________________________________
 GB0920* NAD 83(1995)-  36 21 24.90761(N)    084 34 30.30612(W)     ADJUSTED  
 GB0920* NAVD 88     -       556.296  (meters)    1825.11   (feet)  ADJUSTED  
 GB0920  ___________________________________________________________________
 GB0920  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 GB0920  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0920  DYNAMIC HT  -         555.818 (meters)    1823.55  (feet)  COMP
 GB0920  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 GB0920
 GB0920  HORZ ORDER  -  FIRST
 GB0920  VERT ORDER  -  FIRST     CLASS II
 GB0920
 GB0920.The horizontal coordinates were established by classical geodetic methods
 GB0920.and adjusted by the National Geodetic Survey in April 1999..
 GB0920
 GB0920.The orthometric height was determined by differential leveling
 GB0920.and adjusted by the National Geodetic Survey in June 1991..
 GB0920
 GB0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0920
 GB0920.The geoid height was determined by GEOID03.
 GB0920
 GB0920.The dynamic height is computed by dividing the NAVD 88
 GB0920.geopotential number by the normal gravity value computed on the
 GB0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0920.degrees latitude (g = 980.6199 gals.).
 GB0920
 GB0920.The modeled gravity was interpolated from observed gravity values.
 GB0920
 GB0920;                    North         East     Units Scale Factor Converg.
 GB0920;SPC TN       -   225,449.727   727,888.371   MT  0.99998995   +0 50 03.1
 GB0920;SPC TN       -   739,662.98  2,388,080.43   sFT  0.99998995   +0 50 03.1
 GB0920;UTM  16      - 4,026,267.604   717,582.242   MT  1.00018333   +1 26 17.1
 GB0920
 GB0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0920!SPC TN       -   0.99991724  x   0.99998995  =   0.99990719
 GB0920!UTM  16      -   0.99991724  x   1.00018333  =   1.00010055
 GB0920
 GB0920:                Primary Azimuth Mark                     Grid Az
 GB0920:SPC TN       -  HEWETT AZ MK                             012 10 57.7
 GB0920:UTM  16      -  HEWETT AZ MK                             011 34 43.7
 GB0920
 GB0920|---------------------------------------------------------------------|
 GB0920| PID    Reference Object                     Distance      Geod. Az  |
 GB0920|                                                           dddmmss.s |
 GB0920| DB9962 HEWETT AZ MK                                       0130100.8 |
 GB0920| GB0919 HEWETT RM 1                          22.342 METERS 10547     |
 GB0920| GB0918 HEWETT RM 2                          32.310 METERS 18651     |
 GB0920| DB9963 HEWETT AZ MK RESET                                 2601141.1 |
 GB0920|---------------------------------------------------------------------|
 GB0920
 GB0920                          SUPERSEDED SURVEY CONTROL
 GB0920
 GB0920  NAD 83(1995)-  36 21 24.90944(N)    084 34 30.30621(W) AD(       ) 1
 GB0920  NAD 83(1995)-  36 21 24.91566(N)    084 34 30.31146(W) AD(       ) 1
 GB0920  NAD 83(1986)-  36 21 24.91690(N)    084 34 30.30771(W) AD(       ) 1
 GB0920  NAD 27      -  36 21 24.62683(N)    084 34 30.51778(W) AD(       ) 1
 GB0920  NGVD 29 (??/??/92)  556.431  (m)         1825.56   (f) ADJ UNCH    1 2
 GB0920
 GB0920.Superseded values are not recommended for survey control.
 GB0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0920.See file dsdata.txt to determine how the superseded data were derived.
 GB0920
 GB0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1758226268(NAD 83)
 GB0920_MARKER: DS = TRIANGULATION STATION DISK
 GB0920_SETTING: 66 = SET IN ROCK OUTCROP
 GB0920_SP_SET: ROCK OUTCROP
 GB0920_STAMPING: HEWETT 1935
 GB0920_MARK LOGO: CGS   
 GB0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0920+STABILITY: POSITION/ELEVATION WELL
 GB0920
 GB0920  HISTORY     - Date     Condition        Report By
 GB0920  HISTORY     - 1935     MONUMENTED       CGS
 GB0920  HISTORY     - 1951     GOOD             CGS
 GB0920  HISTORY     - 1966     GOOD             CGS
 GB0920  HISTORY     - 1968     GOOD             CGS
 GB0920  HISTORY     - 1968     GOOD             NGS
 GB0920
 GB0920                          STATION DESCRIPTION
 GB0920
 GB0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB0920'STATION IS ON THE HIGHEST POINT OF WHAT IS KNOWN LOCALLY AS BIG KNOB,
 GB0920'ABOUT 0.8 MILE E OF ROBBINS, A VILLAGE ON U.S.  ROUTE 27, ABOUT 2
 GB0920'MILES SW OF NEW RIVER, ON THE PROPERTY OF JASPER HEWETT.
 GB0920'
 GB0920'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 GB0920'OUTCROPPING BEDROCK.
 GB0920'
 GB0920'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK E OF STATION, SET IN
 GB0920'BURIED ROCK, 5 FEET NE OF FENCE LINE, AND PROJECTS ABOUT 3 INCHES.
 GB0920'
 GB0920'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK S OF STATION ON N EDGE
 GB0920'OF SMALL CLEAR SPACE, SET IN 5- BY 8- INCH BURIED ROCK,
 GB0920'PROJECTING ABOUT 3 INCHES.
 GB0920'
 GB0920'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 GB0920'IN NOTE 11B. IT IS N OF THE STATION ON THE PROPERTY OF MRS. MARTHA
 GB0920'FOSTER, ABOUT 225 FEET NE OF HER HOUSE, 12 FEET FROM THE W CORNER OF
 GB0920'A SMALL LOG BARN, AND 15 FEET SE OF PATH LEADING TO THE BARN.
 GB0920'
 GB0920'TO REACH FROM THE RAILROAD STATION IN ROBBINS, GO N ON ROUTE 27 FOR
 GB0920'0.8 MILE TO A DIRT SIDE ROAD RIGHT. BEAR RIGHT ON THIS ROAD AND GO
 GB0920'0.55 MILE TO FORKS, TAKE RIGHT FORK AND GO 0.05 MILE TO HOME OF MRS.
 GB0920'BECKY NEWPORT, CONTINUE UP HILL ABOUT 0.10 MILE TO FENCE CORNER
 GB0920'AND TRAIL LEADING TO RIGHT UPHILL THROUGH WOODS AND END OF TRUCK
 GB0920'TRAVEL. WALK UP TRAIL, FOLLOWING FENCE LINE, ABOUT 150 YARDS TO
 GB0920'STATION. STATION IS ON THE HIGHEST POINT, 10.5 FEET NE OF A 16-INCH
 GB0920'GUM TREE WITH TRIANGULAR BLAZE, 30 FEET SW OF FENCE LINE.
 GB0920'
 GB0920'A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GB0920
 GB0920                          STATION RECOVERY (1951)
 GB0920
 GB0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (MAH)
 GB0920'I FOUND WHAT I THOUGHT WAS PART OF THE AZIMUTH MARKER, I ALSO FOUND
 GB0920'THE TOP OF IT LAYING ABOUT 100 YARDS FROM THE MARK.  THERE HAS BEEN A
 GB0920'ROAD MADE WHERE THE MARKER SHOULD HAVE BEEN.
 GB0920
 GB0920                          STATION RECOVERY (1966)
 GB0920
 GB0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB0920'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GB0920'IN GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE
 GB0920'FOUND. IT IS PRESUMED LOST DUE TO ROAD CONSTRUCTION. A NEW AZUMUTH
 GB0920'MARK WAS ESTABLISHED BY THIS PARTY.
 GB0920'
 GB0920'A DISCREPANCY WAS NOTED IN THE DIRECTION BETWEEN REFERENCE MARKS NO.
 GB0920'1 AND NO. 2.
 GB0920'
 GB0920'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF NEW RIVER, ABOUT
 GB0920'0.8 MILE EAST OF ROBBINS AND ON THE HIGHEST POINT OF A HILL LOCALLY
 GB0920'KNOWN AS BIG KNOB.
 GB0920'
 GB0920'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ROBBINS, GO 0.15
 GB0920'MILES NORTHERLY ON U.S. HIGHWAY 27 TO THE AZIMUTH MARK ON THE LEFT.
 GB0920'CONTINUE NORTHERLY ON U.S. HIGHWAY 27 FOR 0.65 MILE TO A GRAVELED
 GB0920'ROAD ON THE RIGHT. TURN RIGHT ON THE GRAVELED ROAD AND GO 0.5
 GB0920'MILE NORTHEASTERLY TO A FORK, KEEP RIGHT, EAST, AND GO 0.2 MILE TO A
 GB0920'DIM WOODS ROAD ON THE RIGHT. TURN RIGHT, SOUTHWEST, AND GO 0.3
 GB0920'MILE ON THE WOODS ROAD TO A FENCE CORNER AT THE TOP OF THE RIDGE,
 GB0920'TURN RIGHT, NORTHWEST, AND GO 0.05 MILE ON THE WOODS ROAD TO THE
 GB0920'STATION.
 GB0920'
 GB0920'THE STATION IS 32 FEET SOUTHWEST OF A WIRE FENCE, 10 FEET SOUTH OF A
 GB0920'10-INCH OAK TREE WITH A WITNESS SIGN ATTACHED AND 10 FEET NORTHEAST
 GB0920'OF AN 18-INCH TRIANGULAR BLAZED GUM TREE.  IT IS A STANDARD U.S.C.
 GB0920'AND G.S. TRIANGULATION STATION DISK SET FLUSH IN A DRILL HOLE IN
 GB0920'OUTCROPPING BEDROCK AND THE DISK IS STAMPED HEWETT 1935.
 GB0920'
 GB0920'REFERENCE MARK NO. 1 IS 6 FEET NORTHEAST OF THE WIRE FENCE. IT IS A
 GB0920'STANDARD U.S.C.AND G.S. REFERENCE MARK DISK SET FLUSH IN A DRILL
 GB0920'HOLE IN A BOULDER AND THE DISK IS STAMPED HEWETT NO 1 1935.
 GB0920'
 GB0920'REFERENCE MARK NO. 2 IS 25 FEET WEST OF A 24-INCH TWIN-TRUNKED TREE,
 GB0920'20 FEET SOUTH OF A POINT BETWEEN TWO 8-INCH PINE TREES THAT ARE 2
 GB0920'FEET APART AND 19 FEET EAST OF A 12-INCH OAK TREE. IT IS A STANDARD
 GB0920'U.S.C. AND G.S. REFERENCE MARK DISK SET FLUSH IN A DRILL HOLE IN A
 GB0920'BOULDER AND THE DISK IS STAMPED HEWETT NO 2 1935.
 GB0920'
 GB0920'THE AZIMUTH MARK IS 48 FEET SOUTH OF A TELEPHONE POLE, 30 FEET EAST
 GB0920'OF THE EAST RAIL OF THE SOUTHERN RAILROAD, 27 FEET WEST OF THE
 GB0920'APPROXIMATE CENTER OF U.S. HIGHWAY 27 AND 2.4 FEET NORTHEAST OF A
 GB0920'METAL WITNESS POST AND SIGN. IT IS A STANDARD U.S.C. AND G.S.
 GB0920'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB0920'CONCRETE MONUMENT AND THE DISK IS STAMPED HEWETT 1935 RESET 1966.
 GB0920'
 GB0920'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB0920'
 GB0920'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB0920
 GB0920                          STATION RECOVERY (1968)
 GB0920
 GB0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GB0920'THE STATION MARK, STAMPED HEWETT 1935, IS ABOUT 0.65 MILE NORTH ALONG
 GB0920'U. S. HIGHWAY 27 FROM THE SOUTHERN RAILWAY STATION AT ROBBINS,
 GB0920'THENCE 0.45 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 GB0920'SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A
 GB0920'DIM TRAIL ROAD, THENCE 0.1 MILE WEST ALONG AN EAST-WEST FENCE, SET
 GB0920'IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 1 INCH, 31 FEET SOUTHWEST
 GB0920'OF THE FENCE, 159 FEET NORTHWEST OF THE MORE NORTHWESTERLY OF TWO
 GB0920'TREES, AND 10 FEET SOUTHEAST OF A 10-INCH OAK TREE WHICH BEARS A
 GB0920'METAL WITNESS SHIELD.
 GB0920'
 GB0920'R. M. 1, STAMPED HEWETT NO 1 1935, IS 73.30 FEET SOUTHEAST OF THE
 GB0920'STATION MARK, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 3
 GB0920'INCHES, 5-1/2 FEET NORTHEAST OF THE FENCE, 85 FEET NORTHWEST OF THE
 GB0920'MORE NORTHWESTERLY OF TWO TREES, AND 6 FEET NORTH OF AN 11-INCH
 GB0920'ASH TREE WHICH BEARS A TRIANGULAR SHAPED BLAZE.
 GB0920'
 GB0920'R. M. 2, STAMPED HEWETT NO 2 1935, IS 105.70 FEET SOUTH OF THE
 GB0920'STATION MARK, SET IN THE TOP OF A 6-X 10-INCH ROCK OUTCROP WHICH
 GB0920'PROJECTS 4 INCHES, 113 FEET SOUTHWEST OF THE FENCE, 24 FEET
 GB0920'NORTHWEST OF A FORKED MAPLE TREE, AND 119.00 FEET SOUTHWEST OF
 GB0920'HEWETT RM NO 1.
 GB0920'
 GB0920'THE AZIMUTH MARK, STAMPED HEWETT 1935 RESET 1966, IS 1.55 MILES
 GB0920'SOUTHWEST OF THE STATION MARK, 52 FEET EAST OF THE EAST RAIL OF THE
 GB0920'MAIN TRACK OF THE SOUTHERN RAILWAY, 30 FEET EAST OF THE EAST RAIL
 GB0920'OF THE EAST TRACK, 27 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY
 GB0920'27, 103 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST
 GB0920'CORNER OF A TWO-STORY FRAME HOUSE, 2.4 FEET NORTHEAST OF A METAL
 GB0920'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 5
 GB0920'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 GB0920'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GB0920'
 GB0920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES
 GB0920'NORTHEAST.
 GB0920
 GB0920                          STATION RECOVERY (1968)
 GB0920
 GB0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0920'1.7 MI NE FROM ROBBINS.
 GB0920'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GB0920'RAILWAY STATION AT ROBBINS, THENCE 0.45 MILE NORTHEAST ALONG A
 GB0920'GRAVELED ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED
 GB0920'ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD, THENCE
 GB0920'0.1 MILE WEST ALONG AN EAST-WEST FENCE, SET IN THE TOP OF A ROCK
 GB0920'OUTCROP WHICH PROJECTS 1 INCH, 31 FEET SOUTHWEST OF THE FENCE,
 GB0920'159 FEET NORTHWEST OF THE MORE NORTHWESTERLY OF TWO TREES, 10
 GB0920'FEET SOUTHEAST OF A 10-INCH OAK TREE WHICH BEARS A METAL WITNESS
 GB0920'SHIELD, 105.70 FEET NORTH OF HEWETT R.M. 2, 73.30 FEET NORTHWEST
 GB0920'OF HEWETT R.M. 1, AND ABOUT 1.55 MILES NORTHEAST OF HEWETT
 GB0920'1935-1966 AZIMUTH.  NOTE-- THIS MARK WAS NOT LEVELED TO BY THIS
 GB0920'PARTY IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0916 ***********************************************************************
 GB0916  DESIGNATION -  HEWETT AZ MK RESET
 GB0916  PID         -  GB0916
 GB0916  STATE/COUNTY-  TN/SCOTT
 GB0916  USGS QUAD   -  ROBBINS (1980)
 GB0916
 GB0916                         *CURRENT SURVEY CONTROL
 GB0916  ___________________________________________________________________
 GB0916* NAD 83(1986)-  36 21 17.     (N)    084 35 23.     (W)     SCALED    
 GB0916* NAVD 88     -       421.556  (meters)    1383.06   (feet)  ADJUSTED  
 GB0916  ___________________________________________________________________
 GB0916  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0916  DYNAMIC HT  -         421.193 (meters)    1381.86  (feet)  COMP
 GB0916  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 GB0916
 GB0916  VERT ORDER  -  FIRST     CLASS I
 GB0916
 GB0916.The horizontal coordinates were scaled from a topographic map and have
 GB0916.an estimated accuracy of +/- 6 seconds.
 GB0916
 GB0916.The orthometric height was determined by differential leveling
 GB0916.and adjusted by the National Geodetic Survey in June 1991..
 GB0916
 GB0916.The geoid height was determined by GEOID03.
 GB0916
 GB0916.The dynamic height is computed by dividing the NAVD 88
 GB0916.geopotential number by the normal gravity value computed on the
 GB0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0916.degrees latitude (g = 980.6199 gals.).
 GB0916
 GB0916.The modeled gravity was interpolated from observed gravity values.
 GB0916
 GB0916;                    North         East    Units  Estimated Accuracy
 GB0916;SPC TN       -   225,190.      726,580.      MT  (+/- 180 meters Scaled)
 GB0916
 GB0916                          SUPERSEDED SURVEY CONTROL
 GB0916
 GB0916  NGVD 29 (??/??/92)  421.685  (m)         1383.48   (f) ADJ UNCH    1 1
 GB0916
 GB0916.Superseded values are not recommended for survey control.
 GB0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0916.See file dsdata.txt to determine how the superseded data were derived.
 GB0916
 GB0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF162259(NAD 83)
 GB0916_MARKER: DZ = AZIMUTH MARK DISK
 GB0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0916_STAMPING: HEWETT 1935 RESET 1966
 GB0916_MARK LOGO: CGS   
 GB0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0916+STABILITY: SURFACE MOTION
 GB0916
 GB0916  HISTORY     - Date     Condition        Report By
 GB0916  HISTORY     - 1966     MONUMENTED       CGS
 GB0916  HISTORY     - 1968     GOOD             NGS
 GB0916
 GB0916                          STATION DESCRIPTION
 GB0916
 GB0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0916'0.2 MI N FROM ROBBINS.
 GB0916'ABOUT 0.15 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0916'STATION AT ROBBINS, 52 FEET EAST OF THE EAST RAIL OF THE MAIN
 GB0916'TRACK, 30 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 27 FEET
 GB0916'WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 103 FEET NORTHWEST AND
 GB0916'ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A TWO-STORY
 GB0916'FRAME HOUSE, 1.55 MILES SOUTHWEST OF TRIANGULATION STATION
 GB0916'HEWETT, 2.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2
 GB0916'FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 5 FEET ABOVE THE
 GB0916'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GB0916'LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0919 ***********************************************************************
 GB0919  DESIGNATION -  HEWETT RM 1
 GB0919  PID         -  GB0919
 GB0919  STATE/COUNTY-  TN/SCOTT
 GB0919  USGS QUAD   -  ROBBINS (1980)
 GB0919
 GB0919                         *CURRENT SURVEY CONTROL
 GB0919  ___________________________________________________________________
 GB0919* NAD 83(1986)-  36 21 24.     (N)    084 34 30.     (W)     SCALED    
 GB0919* NAVD 88     -       555.939  (meters)    1823.94   (feet)  ADJUSTED  
 GB0919  ___________________________________________________________________
 GB0919  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0919  DYNAMIC HT  -         555.461 (meters)    1822.38  (feet)  COMP
 GB0919  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 GB0919
 GB0919  VERT ORDER  -  FIRST     CLASS II
 GB0919
 GB0919.The horizontal coordinates were scaled from a topographic map and have
 GB0919.an estimated accuracy of +/- 6 seconds.
 GB0919
 GB0919.The orthometric height was determined by differential leveling
 GB0919.and adjusted by the National Geodetic Survey in June 1991..
 GB0919
 GB0919.The geoid height was determined by GEOID03.
 GB0919
 GB0919.The dynamic height is computed by dividing the NAVD 88
 GB0919.geopotential number by the normal gravity value computed on the
 GB0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0919.degrees latitude (g = 980.6199 gals.).
 GB0919
 GB0919.The modeled gravity was interpolated from observed gravity values.
 GB0919
 GB0919;                    North         East    Units  Estimated Accuracy
 GB0919;SPC TN       -   225,420.      727,900.      MT  (+/- 180 meters Scaled)
 GB0919
 GB0919                          SUPERSEDED SURVEY CONTROL
 GB0919
 GB0919  NGVD 29 (??/??/92)  556.073  (m)         1824.38   (f) ADJ UNCH    1 2
 GB0919
 GB0919.Superseded values are not recommended for survey control.
 GB0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0919.See file dsdata.txt to determine how the superseded data were derived.
 GB0919
 GB0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF175262(NAD 83)
 GB0919_MARKER: DR = REFERENCE MARK DISK
 GB0919_SETTING: 66 = SET IN ROCK OUTCROP
 GB0919_SP_SET: ROCK OUTCROP
 GB0919_STAMPING: HEWETT NO 1 1935
 GB0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0919+STABILITY: POSITION/ELEVATION WELL
 GB0919
 GB0919  HISTORY     - Date     Condition        Report By
 GB0919  HISTORY     - 1935     MONUMENTED       CGS
 GB0919  HISTORY     - 1968     GOOD             NGS
 GB0919
 GB0919                          STATION DESCRIPTION
 GB0919
 GB0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0919'1.7 MI NE FROM ROBBINS.
 GB0919'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GB0919'RAILWAY STATION AT ROBBINS, THENCE 0.45 MILE NORTHEAST ALONG A
 GB0919'GRAVELED ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED
 GB0919'ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD, THENCE
 GB0919'0.1 MILE WEST ALONG AN EAST-WEST FENCE, SET IN THE TOP OF A ROCK
 GB0919'OUTCROP WHICH PROJECTS 3 INCHES, 5 1/2 FEET NORTHEAST OF THE
 GB0919'FENCE, 6 FEET NORTH OF AN 11-INCH ASH TREE WHICH BEARS A
 GB0919'TRIANGULAR BLAZE, 85 FEET NORTHWEST OF THE MORE NORTHWESTERLY OF
 GB0919'TWO TREES, 73.30 FEET SOUTHEAST OF TRIANGULATION STATION HEWETT,
 GB0919'AND 119.00 FEET NORTHEAST OF HEWETT RM NO 2.  NOTE-- THE DISK
 GB0919'IS LEANING SLIGHTLY TO THE NORTH.  THIS MARK WAS NOT LEVELED TO
 GB0919'BY THIS PARTY IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0918 ***********************************************************************
 GB0918  DESIGNATION -  HEWETT RM 2
 GB0918  PID         -  GB0918
 GB0918  STATE/COUNTY-  TN/SCOTT
 GB0918  USGS QUAD   -  ROBBINS (1980)
 GB0918
 GB0918                         *CURRENT SURVEY CONTROL
 GB0918  ___________________________________________________________________
 GB0918* NAD 83(1986)-  36 21 24.     (N)    084 34 30.     (W)     SCALED    
 GB0918* NAVD 88     -       554.153  (meters)    1818.08   (feet)  ADJUSTED  
 GB0918  ___________________________________________________________________
 GB0918  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0918  DYNAMIC HT  -         553.676 (meters)    1816.52  (feet)  COMP
 GB0918  MODELED GRAV-     979,753.3   (mgal)                       NAVD 88
 GB0918
 GB0918  VERT ORDER  -  FIRST     CLASS II
 GB0918
 GB0918.The horizontal coordinates were scaled from a topographic map and have
 GB0918.an estimated accuracy of +/- 6 seconds.
 GB0918
 GB0918.The orthometric height was determined by differential leveling
 GB0918.and adjusted by the National Geodetic Survey in June 1991..
 GB0918
 GB0918.The geoid height was determined by GEOID03.
 GB0918
 GB0918.The dynamic height is computed by dividing the NAVD 88
 GB0918.geopotential number by the normal gravity value computed on the
 GB0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0918.degrees latitude (g = 980.6199 gals.).
 GB0918
 GB0918.The modeled gravity was interpolated from observed gravity values.
 GB0918
 GB0918;                    North         East    Units  Estimated Accuracy
 GB0918;SPC TN       -   225,420.      727,900.      MT  (+/- 180 meters Scaled)
 GB0918
 GB0918                          SUPERSEDED SURVEY CONTROL
 GB0918
 GB0918  NGVD 29 (??/??/92)  554.287  (m)         1818.52   (f) ADJ UNCH    1 2
 GB0918
 GB0918.Superseded values are not recommended for survey control.
 GB0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0918.See file dsdata.txt to determine how the superseded data were derived.
 GB0918
 GB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF175262(NAD 83)
 GB0918_MARKER: DR = REFERENCE MARK DISK
 GB0918_SETTING: 66 = SET IN ROCK OUTCROP
 GB0918_SP_SET: ROCK OUTCROP
 GB0918_STAMPING: HEWETT NO 2 1935
 GB0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0918+STABILITY: POSITION/ELEVATION WELL
 GB0918
 GB0918  HISTORY     - Date     Condition        Report By
 GB0918  HISTORY     - 1935     MONUMENTED       CGS
 GB0918  HISTORY     - 1968     GOOD             NGS
 GB0918
 GB0918                          STATION DESCRIPTION
 GB0918
 GB0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0918'1.7 MI NE FROM ROBBINS.
 GB0918'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 GB0918'RAILWAY STATION AT ROBBINS, THENCE 0.45 MILE NORTHEAST ALONG A
 GB0918'GRAVELED ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED
 GB0918'ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD, THENCE
 GB0918'0.1 MILE WEST ALONG AN EAST-WEST FENCE, SET IN THE TOP OF A
 GB0918'6- X 10-INCH ROCK OUTCROP WHICH PROJECTS 4 INCHES, 113 FEET
 GB0918'SOUTHWEST OF THE FENCE, 24 FEET NORTHWEST OF A FORKED MAPLE
 GB0918'TREE, 105.70 FEET SOUTH OF TRIANGULATION STATION HEWETT, AND
 GB0918'119.00 FEET SOUTHWEST OF HEWETT RM NO 1.  NOTE-- THE DISK IS
 GB0918'SLANTING TO THE SOUTH.  THIS MARK WAS NOT LEVELED TO BY THIS
 GB0918'PARTY IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2809 ***********************************************************************
 FE2809  DESIGNATION -  HHH
 FE2809  PID         -  FE2809
 FE2809  STATE/COUNTY-  TN/SHELBY
 FE2809  USGS QUAD   -  MILLINGTON (1997)
 FE2809
 FE2809                         *CURRENT SURVEY CONTROL
 FE2809  ___________________________________________________________________
 FE2809* NAD 83(1986)-  35 18 29.     (N)    089 58 46.     (W)     SCALED    
 FE2809* NAVD 88     -        72.567  (meters)     238.08   (feet)  ADJUSTED  
 FE2809  ___________________________________________________________________
 FE2809  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FE2809  DYNAMIC HT  -          72.502 (meters)     237.87  (feet)  COMP
 FE2809  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 FE2809
 FE2809  VERT ORDER  -  FIRST     CLASS II
 FE2809
 FE2809.The horizontal coordinates were scaled from a topographic map and have
 FE2809.an estimated accuracy of +/- 6 seconds.
 FE2809
 FE2809.The orthometric height was determined by differential leveling
 FE2809.and adjusted by the National Geodetic Survey in August 1995..
 FE2809
 FE2809.The geoid height was determined by GEOID03.
 FE2809
 FE2809.The dynamic height is computed by dividing the NAVD 88
 FE2809.geopotential number by the normal gravity value computed on the
 FE2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2809.degrees latitude (g = 980.6199 gals.).
 FE2809
 FE2809.The modeled gravity was interpolated from observed gravity values.
 FE2809
 FE2809;                    North         East    Units  Estimated Accuracy
 FE2809;SPC TN       -   115,500.      238,190.      MT  (+/- 180 meters Scaled)
 FE2809
 FE2809                          SUPERSEDED SURVEY CONTROL
 FE2809
 FE2809.No superseded survey control is available for this station.
 FE2809
 FE2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE291112(NAD 83)
 FE2809_MARKER: P = PIPE CAP
 FE2809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2809_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2809_STAMPING: HHH
 FE2809_MARK LOGO: NONE  
 FE2809_PROJECTION: FLUSH
 FE2809_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2809+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE2809_ROD/PIPE-DEPTH: 1.0  meters
 FE2809
 FE2809  HISTORY     - Date     Condition        Report By
 FE2809  HISTORY     - 1992     MONUMENTED       MLGW
 FE2809  HISTORY     - 19920116 GOOD             NGS
 FE2809  HISTORY     - 20021007 GOOD             USACE
 FE2809
 FE2809                          STATION DESCRIPTION
 FE2809
 FE2809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2809'7.6 KM (4.70 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2809'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.6 KM
 FE2809'(0.35 MI) NORTHERLY ALONG OLD MILLINGTON ROAD, THENCE 2.1 KM
 FE2809'(1.30 MI) NORTHWESTERLY ALONG LITTLE JOHN ROAD, A WELDED POINT ON A
 FE2809'PIPE CAP ATTACHED TO A 2-INCH GALVANIZED STEEL PIPE ENCASED IN A
 FE2809'7-INCH PVC PIPE FILLED WITH CONCRETE,  73.6 M (241.5 FT) NORTH OF AND
 FE2809'LEVEL WITH THE CENTERLINE OF THE ROAD, 25.5 M (83.7 FT)
 FE2809'NORTH-NORTHEAST OF UTILITY LIGHT POLE NUMBER 146374, 1.7 M (5.6 FT)
 FE2809'NORTHWEST OF THE WEST CORNER OF THE LITTLE JOHN BAPTIST CHURCH, 0.8 M
 FE2809'(2.6 FT) NORTHEAST OF THE WEST EDGE OF A SIDEWALK, AND THE MONUMENT
 FE2809'IS FLUSH WITH THE GROUND SURFACE.
 FE2809
 FE2809                          STATION RECOVERY (2002)
 FE2809
 FE2809'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1266 ***********************************************************************
 GC1266  DESIGNATION -  HIBBS
 GC1266  PID         -  GC1266
 GC1266  STATE/COUNTY-  TN/MONTGOMERY
 GC1266  USGS QUAD   -  TRENTON (1974)
 GC1266
 GC1266                         *CURRENT SURVEY CONTROL
 GC1266  ___________________________________________________________________
 GC1266* NAD 83(1995)-  36 38 12.72522(N)    087 20 24.50218(W)     ADJUSTED  
 GC1266* NAVD 88     -       163.811  (meters)     537.44   (feet)  ADJUSTED  
 GC1266  ___________________________________________________________________
 GC1266  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GC1266  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1266  DYNAMIC HT  -         163.677 (meters)     537.00  (feet)  COMP
 GC1266  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 GC1266
 GC1266  HORZ ORDER  -  SECOND
 GC1266  VERT ORDER  -  SECOND    CLASS 0
 GC1266
 GC1266.The horizontal coordinates were established by classical geodetic methods
 GC1266.and adjusted by the National Geodetic Survey in April 1999..
 GC1266
 GC1266.The orthometric height was determined by differential leveling
 GC1266.and adjusted by the National Geodetic Survey in June 1991..
 GC1266
 GC1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1266
 GC1266.The geoid height was determined by GEOID03.
 GC1266
 GC1266.The dynamic height is computed by dividing the NAVD 88
 GC1266.geopotential number by the normal gravity value computed on the
 GC1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1266.degrees latitude (g = 980.6199 gals.).
 GC1266
 GC1266.The modeled gravity was interpolated from observed gravity values.
 GC1266
 GC1266;                    North         East     Units Scale Factor Converg.
 GC1266;SPC TN       -   256,405.318   480,145.255   MT  1.00004647   -0 47 04.5
 GC1266;SPC TN       -   841,223.11  1,575,276.56   sFT  1.00004647   -0 47 04.5
 GC1266;SPC KY1Z     - 1,034,901.049 1,357,776.229   MT  1.00013670   -0 58 34.6
 GC1266;SPC KY1Z     - 3,395,337.86  4,454,637.51   sFT  1.00013670   -0 58 34.6
 GC1266;SPC KY S     -   534,881.313   357,792.813   MT  1.00001891   -0 57 51.7
 GC1266;SPC KY S     - 1,754,856.44  1,173,858.59   sFT  1.00001891   -0 57 51.7
 GC1266;UTM  16      - 4,054,644.065   469,592.363   MT  0.99961139   -0 12 10.7
 GC1266
 GC1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1266!SPC TN       -   0.99997894  x   1.00004647  =   1.00002541
 GC1266!SPC KY1Z     -   0.99997894  x   1.00013670  =   1.00011563
 GC1266!SPC KY S     -   0.99997894  x   1.00001891  =   0.99999785
 GC1266!UTM  16      -   0.99997894  x   0.99961139  =   0.99959034
 GC1266
 GC1266:                Primary Azimuth Mark                     Grid Az
 GC1266:SPC TN       -  HIBBS AZ MK                              009 36 56.8
 GC1266:SPC KY1Z     -  HIBBS AZ MK                              009 48 26.9
 GC1266:SPC KY S     -  HIBBS AZ MK                              009 47 44.0
 GC1266:UTM  16      -  HIBBS AZ MK                              009 02 03.0
 GC1266
 GC1266|---------------------------------------------------------------------|
 GC1266| PID    Reference Object                     Distance      Geod. Az  |
 GC1266|                                                           dddmmss.s |
 GC1266| GC1264 HIBBS AZ MK                                        0084952.3 |
 GC1266| GC1267 HIBBS RM 1                           22.859 METERS 19557     |
 GC1266| GC1265 HIBBS RM 2                           23.033 METERS 32412     |
 GC1266|---------------------------------------------------------------------|
 GC1266
 GC1266                          SUPERSEDED SURVEY CONTROL
 GC1266
 GC1266  NAD 83(1995)-  36 38 12.72575(N)    087 20 24.50261(W) AD(       ) 2
 GC1266  NAD 83(1995)-  36 38 12.73259(N)    087 20 24.50578(W) AD(       ) 2
 GC1266  NAD 83(1986)-  36 38 12.73523(N)    087 20 24.50553(W) AD(       ) 2
 GC1266  NAD 27      -  36 38 12.56880(N)    087 20 24.47821(W) AD(       ) 2
 GC1266  NGVD 29 (??/??/92)  163.894  (m)          537.71   (f) ADJ UNCH    2 0
 GC1266
 GC1266.Superseded values are not recommended for survey control.
 GC1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1266.See file dsdata.txt to determine how the superseded data were derived.
 GC1266
 GC1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6959254644(NAD 83)
 GC1266_MARKER: DD = SURVEY DISK
 GC1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1266_STAMPING: HIBBS 1965
 GC1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1266+STABILITY: SURFACE MOTION
 GC1266
 GC1266  HISTORY     - Date     Condition        Report By
 GC1266  HISTORY     - 1965     MONUMENTED       TNHD
 GC1266  HISTORY     - 1965     GOOD             TNHD
 GC1266
 GC1266                          STATION DESCRIPTION
 GC1266
 GC1266'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1266'7.5 MI N FROM CLARKSVILLE.
 GC1266'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48, ABOUT
 GC1266'3 MILES NORTHEAST OF CLARKSVILLE, GO 4.5 MILES NORTH ON STATE
 GC1266'ROUTE 48 TO A PAVED SECONDARY ROAD ON THE LEFT (NO. 56117),
 GC1266'TURN LEFT, WEST, AND GO 1.4 MILES TO A GRAVELED DRIVE AND A GATE
 GC1266'ON THE RIGHT, TURN RIGHT, PASSING THROUGH THE GATE AND GO 0.3
 GC1266'MILE NORTH ON THE GRAVELED ROAD TO A SECOND GATE, PASS THROUGH
 GC1266'THE GATE AND GO 0.1 MILE NORTH TO A THIRD GATE, PASS THROUGH
 GC1266'THE GATE AND GO 0.1 MILE NORTHEAST ON A FARM TRACK ROAD TO A
 GC1266'FOURTH GATE, PASS THROUGH THE GATE AND GO 0.15 MILE NORTHEAST
 GC1266'ON THE TRACK ROAD TO THE MARK ON THE RIGHT, 32 FEET SOUTHWEST
 GC1266'OF A 36-INCH TULIP POPLAR TREE, 15 FEET EAST OF THE APPROXIMATE
 GC1266'CENTER OF THE TRACK ROAD, 7 FEET WEST OF A WOVEN-WIRE FENCE AND
 GC1266'6.4 FEET WEST OF A METAL WITNESS POST WITH SIGN.  IT IS A
 GC1266'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1266'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1266
 GC1266                          STATION RECOVERY (1965)
 GC1266
 GC1266'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC1266'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF DOWNTOWN
 GC1266'CLARKSVILLE.
 GC1266'
 GC1266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC1266'ROUTE 48, ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO 4.5 MILES NORTH
 GC1266'ON STATE ROUTE 48 TO A PAVED SECONDARY ROAD ON THE LEFT (NO. 56117),
 GC1266'TURN LEFT, WEST, AND GO 1.4 MILES TO A GRAVELED DRIVE AND A GATE ON
 GC1266'THE RIGHT, TURN RIGHT, PASSING THROUGH THE GATE AND GO 0.3 MILE NORTH
 GC1266'ON THE GRAVELED ROAD TO A SECOND GATE, PASS THROUGH THE GATE AND GO
 GC1266'0.1 MILE NORTH TO A THIRD GATE, PASS THROUGH THE GATE AND GO 0.1
 GC1266'MILE NORTHEAST ON A FARM TRACK ROAD TO A FOURTH GATE, PASS THROUGH
 GC1266'THE GATE AND GO 0.15 MILE NORTHEAST ON THE TRACK ROAD TO THE STATION
 GC1266'ON THE RIGHT.
 GC1266'
 GC1266'THE STATION MARK IS 32 FEET SOUTHWEST OF A 36-INCH TULIP POPLAR TREE,
 GC1266'15 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 7 FEET
 GC1266'WEST OF A WOVEN WIRE FENCE AND 6.4 FEET WEST OF A WITNESS POST. THE
 GC1266'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC1266'DEPARTMENT DISKS AND THE DISKS ARE STAMPED HIBBS 1965.  THE
 GC1266'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GC1266'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1266'
 GC1266'REFERENCE MARK NO. 1 IS 14 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GC1266'TRACK ROAD AND 1 FOOT WEST OF THE WOVEN WIRE FENCE. IT IS A
 GC1266'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC1266'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HIBBS RM-1 1965.
 GC1266'
 GC1266'REFERENCE MARK NO. 2 IS 42 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GC1266'TRACK ROAD, 19 FEET WEST OF A 3-INCH HICKORY TREE AND 3 FEET EAST OF
 GC1266'THE FENCE. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC1266'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC1266'STAMPED HIBBS RM-2 1965.
 GC1266'
 GC1266'THE AZIMUTH MARK IS 21 FEET WEST OF A 12-INCH SASSAFRAS TREE, 20 FEET
 GC1266'EAST OF A 10-INCH HICKORY TREE, 2 FEET SOUTH OF A WOVEN WIRE FENCE
 GC1266'AND 1.4 SOUTH OF A WITNESS POST. IT IS A STANDARD TENNESSEE HIGHWAY
 GC1266'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 GC1266'AND THE DISK IS STAMPED HIBBS AZI 1965.
 GC1266'
 GC1266'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.4 MILE NORTH ON A
 GC1266'TRACK ROAD ACROSS AN OPEN FIELD TO A FENCE AND THE MARK AS
 GC1266'DESCRIBED.
 GC1266'
 GC1266'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC1266'
 GC1266'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1264 ***********************************************************************
 GC1264  DESIGNATION -  HIBBS AZ MK
 GC1264  PID         -  GC1264
 GC1264  STATE/COUNTY-  TN/MONTGOMERY
 GC1264  USGS QUAD   -  TRENTON (1974)
 GC1264
 GC1264                         *CURRENT SURVEY CONTROL
 GC1264  ___________________________________________________________________
 GC1264* NAD 83(1986)-  36 38 29.     (N)    087 20 20.     (W)     SCALED    
 GC1264* NAVD 88     -       162.836  (meters)     534.24   (feet)  ADJUSTED  
 GC1264  ___________________________________________________________________
 GC1264  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1264  DYNAMIC HT  -         162.703 (meters)     533.80  (feet)  COMP
 GC1264  MODELED GRAV-     979,813.1   (mgal)                       NAVD 88
 GC1264
 GC1264  VERT ORDER  -  SECOND    CLASS 0
 GC1264
 GC1264.The horizontal coordinates were scaled from a topographic map and have
 GC1264.an estimated accuracy of +/- 6 seconds.
 GC1264
 GC1264.The orthometric height was determined by differential leveling
 GC1264.and adjusted by the National Geodetic Survey in June 1991..
 GC1264
 GC1264.The geoid height was determined by GEOID03.
 GC1264
 GC1264.The dynamic height is computed by dividing the NAVD 88
 GC1264.geopotential number by the normal gravity value computed on the
 GC1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1264.degrees latitude (g = 980.6199 gals.).
 GC1264
 GC1264.The modeled gravity was interpolated from observed gravity values.
 GC1264
 GC1264;                    North         East    Units  Estimated Accuracy
 GC1264;SPC TN       -   256,910.      480,260.      MT  (+/- 180 meters Scaled)
 GC1264
 GC1264                          SUPERSEDED SURVEY CONTROL
 GC1264
 GC1264  NGVD 29 (??/??/92)  162.919  (m)          534.51   (f) ADJ UNCH    2 0
 GC1264
 GC1264.Superseded values are not recommended for survey control.
 GC1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1264.See file dsdata.txt to determine how the superseded data were derived.
 GC1264
 GC1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF697551(NAD 83)
 GC1264_MARKER: DD = SURVEY DISK
 GC1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1264_STAMPING: HIBBS AZI 1965
 GC1264_MARK LOGO: TNHD  
 GC1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1264+STABILITY: SURFACE MOTION
 GC1264
 GC1264  HISTORY     - Date     Condition        Report By
 GC1264  HISTORY     - 1965     MONUMENTED       TNHD
 GC1264  HISTORY     - 1974     MARK NOT FOUND   NGS
 GC1264
 GC1264                          STATION DESCRIPTION
 GC1264
 GC1264'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1264'7.5 MI N FROM CLARKSVILLE.
 GC1264'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48, ABOUT
 GC1264'3 MILES NORTHEAST OF CLARKSVILLE, GO 4.5 MILES NORTH ON STATE
 GC1264'ROUTE 48 TO A PAVED SECONDARY ROAD ON THE LEFT (NO. 56117),
 GC1264'TURN LEFT, WEST, AND GO 1.4 MILES TO A GRAVELED DRIVE AND A
 GC1264'GATE ON THE RIGHT, TURN RIGHT, PASSING THROUGH THE GATE, AND
 GC1264'GO 0.3 MILE NORTH ON THE GRAVELED ROAD TO A SECOND GATE, PASS
 GC1264'THROUGH THE GATE AND GO 0.1 MILE NORTH TO A THIRD GATE, PASS
 GC1264'THROUGH THE GATE AND GO 0.1 MILE NORTHEAST ON A FARM TRACK ROAD TO A
 GC1264'FOURTH GATE, PASS THROUGH THE GATE AND GO 0.55 MILE NORTHEAST AND
 GC1264'NORTH ON TRACK ROAD ACROSS AN OPEN FIELD TO A FENCE AND THE MARK 21
 GC1264'FEET WEST OF A 12-INCH SASSAFRAS TREE, 20 FEET EAST OF A 10-INCH
 GC1264'HICKORY TREE, 2 FEET SOUTH OF A WOVEN-WIRE FENCE AND 1.4 FEET SOUTH
 GC1264'OF A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1264'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC1264'MONUMENT.
 GC1264
 GC1264                          STATION RECOVERY (1974)
 GC1264
 GC1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GC1264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1267 ***********************************************************************
 GC1267  DESIGNATION -  HIBBS RM 1
 GC1267  PID         -  GC1267
 GC1267  STATE/COUNTY-  TN/MONTGOMERY
 GC1267  USGS QUAD   -  TRENTON (1974)
 GC1267
 GC1267                         *CURRENT SURVEY CONTROL
 GC1267  ___________________________________________________________________
 GC1267* NAD 83(1986)-  36 38 12.     (N)    087 20 24.     (W)     SCALED    
 GC1267* NAVD 88     -       164.761  (meters)     540.55   (feet)  ADJUSTED  
 GC1267  ___________________________________________________________________
 GC1267  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1267  DYNAMIC HT  -         164.626 (meters)     540.11  (feet)  COMP
 GC1267  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 GC1267
 GC1267  VERT ORDER  -  SECOND    CLASS 0
 GC1267
 GC1267.The horizontal coordinates were scaled from a topographic map and have
 GC1267.an estimated accuracy of +/- 6 seconds.
 GC1267
 GC1267.The orthometric height was determined by differential leveling
 GC1267.and adjusted by the National Geodetic Survey in June 1991..
 GC1267
 GC1267.The geoid height was determined by GEOID03.
 GC1267
 GC1267.The dynamic height is computed by dividing the NAVD 88
 GC1267.geopotential number by the normal gravity value computed on the
 GC1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1267.degrees latitude (g = 980.6199 gals.).
 GC1267
 GC1267.The modeled gravity was interpolated from observed gravity values.
 GC1267
 GC1267;                    North         East    Units  Estimated Accuracy
 GC1267;SPC TN       -   256,380.      480,160.      MT  (+/- 180 meters Scaled)
 GC1267
 GC1267                          SUPERSEDED SURVEY CONTROL
 GC1267
 GC1267  NGVD 29 (??/??/92)  164.843  (m)          540.82   (f) ADJ UNCH    2 0
 GC1267
 GC1267.Superseded values are not recommended for survey control.
 GC1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1267.See file dsdata.txt to determine how the superseded data were derived.
 GC1267
 GC1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF696546(NAD 83)
 GC1267_MARKER: DD = SURVEY DISK
 GC1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1267_STAMPING: HIBBS RM-1 1965
 GC1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1267+STABILITY: SURFACE MOTION
 GC1267
 GC1267  HISTORY     - Date     Condition        Report By
 GC1267  HISTORY     - 1965     MONUMENTED       TNHD
 GC1267
 GC1267                          STATION DESCRIPTION
 GC1267
 GC1267'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1267'7.5 MI W FROM CLARKSVILLE.
 GC1267'AT THE HIBBS 1965 STATION SITE, 14 FEET EAST OF THE APPROXIMATE
 GC1267'CENTER OF A TRACK ROAD AND 1 FOOT WEST OF A WOVEN-WIRE FENCE.
 GC1267'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC1267'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1265 ***********************************************************************
 GC1265  DESIGNATION -  HIBBS RM 2
 GC1265  PID         -  GC1265
 GC1265  STATE/COUNTY-  TN/MONTGOMERY
 GC1265  USGS QUAD   -  TRENTON (1974)
 GC1265
 GC1265                         *CURRENT SURVEY CONTROL
 GC1265  ___________________________________________________________________
 GC1265* NAD 83(1986)-  36 38 12.     (N)    087 20 24.     (W)     SCALED    
 GC1265* NAVD 88     -       162.482  (meters)     533.08   (feet)  ADJUSTED  
 GC1265  ___________________________________________________________________
 GC1265  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC1265  DYNAMIC HT  -         162.349 (meters)     532.64  (feet)  COMP
 GC1265  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 GC1265
 GC1265  VERT ORDER  -  SECOND    CLASS 0
 GC1265
 GC1265.The horizontal coordinates were scaled from a topographic map and have
 GC1265.an estimated accuracy of +/- 6 seconds.
 GC1265
 GC1265.The orthometric height was determined by differential leveling
 GC1265.and adjusted by the National Geodetic Survey in June 1991..
 GC1265
 GC1265.The geoid height was determined by GEOID03.
 GC1265
 GC1265.The dynamic height is computed by dividing the NAVD 88
 GC1265.geopotential number by the normal gravity value computed on the
 GC1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1265.degrees latitude (g = 980.6199 gals.).
 GC1265
 GC1265.The modeled gravity was interpolated from observed gravity values.
 GC1265
 GC1265;                    North         East    Units  Estimated Accuracy
 GC1265;SPC TN       -   256,380.      480,160.      MT  (+/- 180 meters Scaled)
 GC1265
 GC1265                          SUPERSEDED SURVEY CONTROL
 GC1265
 GC1265  NGVD 29 (??/??/92)  162.564  (m)          533.35   (f) ADJ UNCH    2 0
 GC1265
 GC1265.Superseded values are not recommended for survey control.
 GC1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1265.See file dsdata.txt to determine how the superseded data were derived.
 GC1265
 GC1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF696546(NAD 83)
 GC1265_MARKER: DD = SURVEY DISK
 GC1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1265_STAMPING: HIBBS RM-2 1965
 GC1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1265+STABILITY: SURFACE MOTION
 GC1265
 GC1265  HISTORY     - Date     Condition        Report By
 GC1265  HISTORY     - 1965     MONUMENTED       TNHD
 GC1265
 GC1265                          STATION DESCRIPTION
 GC1265
 GC1265'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1265'7.5 MI N FROM CLARKSVILLE.
 GC1265'AT THE HIBBS 1965 STATION SITE, 42 FEET WEST OF THE APPROXIMATE
 GC1265'CENTER OF A TRACK ROAD, 19 FEET WEST OF A 3-INCH HICKORY TREE
 GC1265'AND 3 FEET EAST OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1265'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1265'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1178 ***********************************************************************
 FD1178  DESIGNATION -  HICK
 FD1178  PID         -  FD1178
 FD1178  STATE/COUNTY-  TN/HICKMAN
 FD1178  USGS QUAD   -  SPOT (1942)
 FD1178
 FD1178                         *CURRENT SURVEY CONTROL
 FD1178  ___________________________________________________________________
 FD1178* NAD 83(1995)-  35 56 46.17602(N)    087 33 21.80172(W)     ADJUSTED  
 FD1178* NAVD 88     -       262.374  (meters)     860.81   (feet)  ADJUSTED  
 FD1178  ___________________________________________________________________
 FD1178  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FD1178  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1178  DYNAMIC HT  -         262.145 (meters)     860.05  (feet)  COMP
 FD1178  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD1178
 FD1178  HORZ ORDER  -  SECOND
 FD1178  VERT ORDER  -  SECOND    CLASS 0
 FD1178
 FD1178.The horizontal coordinates were established by classical geodetic methods
 FD1178.and adjusted by the National Geodetic Survey in April 1999..
 FD1178
 FD1178.The orthometric height was determined by differential leveling
 FD1178.and adjusted by the National Geodetic Survey in June 1991..
 FD1178
 FD1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1178
 FD1178.The geoid height was determined by GEOID03.
 FD1178
 FD1178.The dynamic height is computed by dividing the NAVD 88
 FD1178.geopotential number by the normal gravity value computed on the
 FD1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1178.degrees latitude (g = 980.6199 gals.).
 FD1178
 FD1178.The modeled gravity was interpolated from observed gravity values.
 FD1178
 FD1178;                    North         East     Units Scale Factor Converg.
 FD1178;SPC TN       -   180,057.759   459,617.838   MT  0.99995031   -0 54 39.5
 FD1178;SPC TN       -   590,739.50  1,507,929.52   sFT  0.99995031   -0 54 39.5
 FD1178;UTM  16      - 3,978,119.695   449,849.702   MT  0.99963099   -0 19 35.1
 FD1178
 FD1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1178!SPC TN       -   0.99996330  x   0.99995031  =   0.99991362
 FD1178!UTM  16      -   0.99996330  x   0.99963099  =   0.99959431
 FD1178
 FD1178:                Primary Azimuth Mark                     Grid Az
 FD1178:SPC TN       -  HICK AZ MK                               021 14 36.1
 FD1178:UTM  16      -  HICK AZ MK                               020 39 31.7
 FD1178
 FD1178|---------------------------------------------------------------------|
 FD1178| PID    Reference Object                     Distance      Geod. Az  |
 FD1178|                                                           dddmmss.s |
 FD1178| CG6055 HICK AZ MK                                         0201956.6 |
 FD1178| FD1179 HICK RM 1                            20.900 METERS 22952     |
 FD1178| FD1177 HICK RM 2                            21.903 METERS 35700     |
 FD1178|---------------------------------------------------------------------|
 FD1178
 FD1178                          SUPERSEDED SURVEY CONTROL
 FD1178
 FD1178  NAD 83(1995)-  35 56 46.17827(N)    087 33 21.80531(W) AD(       ) 2
 FD1178  NAD 83(1986)-  35 56 46.18648(N)    087 33 21.80336(W) AD(       ) 2
 FD1178  NAD 27      -  35 56 45.96040(N)    087 33 21.74060(W) AD(       ) 2
 FD1178  NGVD 29 (??/??/92)  262.386  (m)          860.84   (f) ADJ UNCH    2 0
 FD1178
 FD1178.Superseded values are not recommended for survey control.
 FD1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1178.See file dsdata.txt to determine how the superseded data were derived.
 FD1178
 FD1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4985078120(NAD 83)
 FD1178_MARKER: DB = BENCH MARK DISK
 FD1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1178_STAMPING: HICK 1959
 FD1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1178+STABILITY: SURFACE MOTION
 FD1178
 FD1178  HISTORY     - Date     Condition        Report By
 FD1178  HISTORY     - 1959     MONUMENTED       CGS
 FD1178  HISTORY     - 1959     GOOD             CGS
 FD1178
 FD1178                          STATION DESCRIPTION
 FD1178
 FD1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1178'THE STATION IS LOCATED ON A WOODED HILL AT THE HEAD OF JOHN WAYNICK
 FD1178'HOLLOW, ABOUT 4.6 MILES
 FD1178'NORTHEAST OF SPOT AND 5.0 MILES NORTHWEST OF
 FD1178'PINEWOOD.
 FD1178'
 FD1178'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, GO NORTHEAST ON
 FD1178'THE PAVED ROAD FOR 6.5
 FD1178'MILES TO A SIDE ROAD ON THE LEFT, THIS IS 0.15 MILE WEST
 FD1178'OF THE STORE IN SPOT, TURN LEFT
 FD1178'AND GO NORTH ON THE GRAVELED ROAD FOR
 FD1178'0.55 MILE TO A FORK, TAKE THE RIGHT FORK AND
 FD1178'CONTINUE NORTHERLY FOR
 FD1178'1.1 MILES TO A T-JUNCTION, TURN LEFT AND CONTINUE NORTH FOR
 FD1178'1.95 MILES TO
 FD1178'A T-JUNCTION, TURN RIGHT AND GO NORTHEAST FOR 2.1 MILES TO A
 FD1178'FORK, TURN RIGHT AND GO
 FD1178'SOUTH FOR 0.15 MILE TO THE STATION ON THE
 FD1178'LEFT AS DESCRIBED.
 FD1178'
 FD1178'STATION MARK IS 48 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 21
 FD1178'FEET EAST OF A TRIANGLE
 FD1178'BLAZED OAK TREE, 17 FEET NORTHEAST OF A DIM TRACK ROAD
 FD1178'AND 4 FEET WEST- NORTHWEST OF A
 FD1178'WITNESS SIGN.  THE MARK IS A STANDARD
 FD1178'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST,
 FD1178'PROJECTS 2 INCHES
 FD1178'ABOVE THE GROUND AND IS STAMPED HICK 1959.
 FD1178'
 FD1178'UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FD1178'BELOW THE SURFACE OF
 FD1178'THE GROUND AND IS STAMPED HICK 1959.
 FD1178'
 FD1178'REFERENCE MARK NO 1 IS 15 FEET EAST OF THE CENTER OF THE GRADED ROAD.
 FD1178'THE MARK PROJECTS 3 INCHES
 FD1178'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED HICK
 FD1178'NO 1 1959.
 FD1178'
 FD1178'REFERENCE MARK NO 2 IS 15 FEET EAST OF THE CENTER OF THE GRADED ROAD.
 FD1178'THE MARK PROJECTS 3 INCHES
 FD1178'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED HICK
 FD1178'NO 2 1959.
 FD1178'
 FD1178'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 3
 FD1178'FEET EAST OF A WITNESS
 FD1178'SIGN.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF
 FD1178'THE GROUND AND IS STAMPED HICK
 FD1178'1959.
 FD1178'
 FD1178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.15 MILE TO
 FD1178'A FORK, TURN RIGHT AND GO
 FD1178'0.25 MILE TO A CROSS ROAD, TURN RIGHT AND GO 0.05
 FD1178'MILE TO THE AZIMUTH MARK ON THE LEFT
 FD1178'AS DESCRIBED.
 FD1178'
 FD1178'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FD1178
 FD1178                          STATION RECOVERY (1959)
 FD1178
 FD1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1178'12.9 MI NE FROM ONLY.
 FD1178'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1178'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1178'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1178'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1178'2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE
 FD1178'4.4 MILES WEST AND NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION,
 FD1178'THENCE 0.2 MILE SOUTH TO THE STATION AS DESCRIBED, 48 FT. EAST OF
 FD1178'THE CENTER OF THE GRAVELED ROAD, 21 FT. EAST OF A TRIANGLE BLAZED
 FD1178'TREE, 17 FT. NORTHEAST OF A DIM TRACK ROAD, AND 4 FT. WEST-NORTHWEST
 FD1178'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1178'2 INCHES, AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1179 ***********************************************************************
 FD1179  DESIGNATION -  HICK RM 1
 FD1179  PID         -  FD1179
 FD1179  STATE/COUNTY-  TN/HICKMAN
 FD1179  USGS QUAD   -  SPOT (1942)
 FD1179
 FD1179                         *CURRENT SURVEY CONTROL
 FD1179  ___________________________________________________________________
 FD1179* NAD 83(1986)-  35 56 45.     (N)    087 33 21.     (W)     SCALED    
 FD1179* NAVD 88     -       262.050  (meters)     859.74   (feet)  ADJUSTED  
 FD1179  ___________________________________________________________________
 FD1179  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1179  DYNAMIC HT  -         261.821 (meters)     858.99  (feet)  COMP
 FD1179  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD1179
 FD1179  VERT ORDER  -  SECOND    CLASS 0
 FD1179
 FD1179.The horizontal coordinates were scaled from a topographic map and have
 FD1179.an estimated accuracy of +/- 6 seconds.
 FD1179
 FD1179.The orthometric height was determined by differential leveling
 FD1179.and adjusted by the National Geodetic Survey in June 1991..
 FD1179
 FD1179.The geoid height was determined by GEOID03.
 FD1179
 FD1179.The dynamic height is computed by dividing the NAVD 88
 FD1179.geopotential number by the normal gravity value computed on the
 FD1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1179.degrees latitude (g = 980.6199 gals.).
 FD1179
 FD1179.The modeled gravity was interpolated from observed gravity values.
 FD1179
 FD1179;                    North         East    Units  Estimated Accuracy
 FD1179;SPC TN       -   180,020.      459,640.      MT  (+/- 180 meters Scaled)
 FD1179
 FD1179                          SUPERSEDED SURVEY CONTROL
 FD1179
 FD1179  NGVD 29 (??/??/92)  262.061  (m)          859.78   (f) ADJ UNCH    2 0
 FD1179
 FD1179.Superseded values are not recommended for survey control.
 FD1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1179.See file dsdata.txt to determine how the superseded data were derived.
 FD1179
 FD1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE498780(NAD 83)
 FD1179_MARKER: DR = REFERENCE MARK DISK
 FD1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1179_STAMPING: HICK NO 1 1959
 FD1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1179+STABILITY: SURFACE MOTION
 FD1179
 FD1179  HISTORY     - Date     Condition        Report By
 FD1179  HISTORY     - 1959     MONUMENTED       CGS
 FD1179
 FD1179                          STATION DESCRIPTION
 FD1179
 FD1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1179'12.9 MI NE FROM ONLY.
 FD1179'THIS MARK IS LOCATED AT THE HICK 1959 STATION SITE, 68.6 FT.
 FD1179'SOUTHEAST OF THE STATION MARK, 15 FT. EAST OF THE CENTER OF THE
 FD1179'GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1179'3 INCHES, AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1177 ***********************************************************************
 FD1177  DESIGNATION -  HICK RM 2
 FD1177  PID         -  FD1177
 FD1177  STATE/COUNTY-  TN/HICKMAN
 FD1177  USGS QUAD   -  SPOT (1942)
 FD1177
 FD1177                         *CURRENT SURVEY CONTROL
 FD1177  ___________________________________________________________________
 FD1177* NAD 83(1986)-  35 56 45.     (N)    087 33 21.     (W)     SCALED    
 FD1177* NAVD 88     -       261.895  (meters)     859.23   (feet)  ADJUSTED  
 FD1177  ___________________________________________________________________
 FD1177  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1177  DYNAMIC HT  -         261.666 (meters)     858.48  (feet)  COMP
 FD1177  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD1177
 FD1177  VERT ORDER  -  SECOND    CLASS 0
 FD1177
 FD1177.The horizontal coordinates were scaled from a topographic map and have
 FD1177.an estimated accuracy of +/- 6 seconds.
 FD1177
 FD1177.The orthometric height was determined by differential leveling
 FD1177.and adjusted by the National Geodetic Survey in June 1991..
 FD1177
 FD1177.The geoid height was determined by GEOID03.
 FD1177
 FD1177.The dynamic height is computed by dividing the NAVD 88
 FD1177.geopotential number by the normal gravity value computed on the
 FD1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1177.degrees latitude (g = 980.6199 gals.).
 FD1177
 FD1177.The modeled gravity was interpolated from observed gravity values.
 FD1177
 FD1177;                    North         East    Units  Estimated Accuracy
 FD1177;SPC TN       -   180,020.      459,640.      MT  (+/- 180 meters Scaled)
 FD1177
 FD1177                          SUPERSEDED SURVEY CONTROL
 FD1177
 FD1177  NGVD 29 (??/??/92)  261.906  (m)          859.27   (f) ADJ UNCH    2 0
 FD1177
 FD1177.Superseded values are not recommended for survey control.
 FD1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1177.See file dsdata.txt to determine how the superseded data were derived.
 FD1177
 FD1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE498780(NAD 83)
 FD1177_MARKER: DR = REFERENCE MARK DISK
 FD1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1177_STAMPING: HICK NO 2 1959
 FD1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1177+STABILITY: SURFACE MOTION
 FD1177
 FD1177  HISTORY     - Date     Condition        Report By
 FD1177  HISTORY     - 1959     MONUMENTED       CGS
 FD1177
 FD1177                          STATION DESCRIPTION
 FD1177
 FD1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1177'12.9 MI NE FROM ONLY.
 FD1177'THIS MARK IS LOCATED AT THE HICK 1959 STATION SITE, 71.8 FT.
 FD1177'NORTH OF THE STATION MARK, 15 FT. EAST OF THE CENTER OF A GRAVELED
 FD1177'ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 FD1177'AND ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1510 ***********************************************************************
 FD1510  DESIGNATION -  HICKMAN
 FD1510  PID         -  FD1510
 FD1510  STATE/COUNTY-  TN/HICKMAN
 FD1510  USGS QUAD   -  CRAIGFIELD (1979)
 FD1510
 FD1510                         *CURRENT SURVEY CONTROL
 FD1510  ___________________________________________________________________
 FD1510* NAD 83(1995)-  35 55 56.37012(N)    087 13 09.97231(W)     ADJUSTED  
 FD1510* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 FD1510  ___________________________________________________________________
 FD1510  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FD1510  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1510
 FD1510  HORZ ORDER  -  THIRD
 FD1510
 FD1510.The horizontal coordinates were established by classical geodetic methods
 FD1510.and adjusted by the National Geodetic Survey in April 1999..
 FD1510
 FD1510.The orthometric height was scaled from a topographic map.
 FD1510
 FD1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1510
 FD1510.The geoid height was determined by GEOID03.
 FD1510
 FD1510;                    North         East     Units Scale Factor Converg.
 FD1510;SPC TN       -   178,092.231   489,965.587   MT  0.99994987   -0 42 50.1
 FD1510;SPC TN       -   584,290.93  1,607,495.43   sFT  0.99994987   -0 42 50.1
 FD1510;UTM  16      - 3,976,464.596   480,205.788   MT  0.99960483   -0 07 43.6
 FD1510
 FD1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1510!SPC TN       -   0.99995975  x   0.99994987  =   0.99990962
 FD1510!UTM  16      -   0.99995975  x   0.99960483  =   0.99956459
 FD1510
 FD1510|---------------------------------------------------------------------|
 FD1510| PID    Reference Object                     Distance      Geod. Az  |
 FD1510|                                                           dddmmss.s |
 FD1510| CG6057 HICKMAN RM 1                          8.453 METERS 02514     |
 FD1510| FD1511 11 20 12                             15.939 METERS 23649     |
 FD1510| CG6056 HICKMAN AZ MK                                      2672025.7 |
 FD1510|---------------------------------------------------------------------|
 FD1510
 FD1510                          SUPERSEDED SURVEY CONTROL
 FD1510
 FD1510  NAD 83(1995)-  35 55 56.37214(N)    087 13 09.97530(W) AD(       ) 3
 FD1510  NAD 83(1986)-  35 55 56.38096(N)    087 13 09.97518(W) AD(       ) 3
 FD1510  NAD 27      -  35 55 56.15000(N)    087 13 09.94300(W) AD(       ) 3
 FD1510
 FD1510.Superseded values are not recommended for survey control.
 FD1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1510.See file dsdata.txt to determine how the superseded data were derived.
 FD1510
 FD1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8020676465(NAD 83)
 FD1510_MARKER: DS = TRIANGULATION STATION DISK
 FD1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1510
 FD1510  HISTORY     - Date     Condition        Report By
 FD1510  HISTORY     - 1953     MONUMENTED       CGS
 FD1510
 FD1510                          STATION DESCRIPTION
 FD1510
 FD1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1510'STATION IS LOCATED 5 MILES EAST OF BON AQUA ON PROPERTY OWNED BY O K
 FD1510'SULLIVAN.  IT IS 68 FEET
 FD1510'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 100 AND
 FD1510'TURN BULL ROAD, 36 FEET WEST OF
 FD1510'THE CENTER OF TURN BULL ROAD AND 6
 FD1510'FEET WEST OF A FENCE LINE AND A WHITE WITNESS
 FD1510'POST.  THE MARK IS
 FD1510'FLUSH AND THE DISK IS STAMPED HICKMAN 1953.
 FD1510'
 FD1510'REFERENCE MARK NO 1 IS 30 FEET WEST OF THE CENTER OF TURN BULL ROAD
 FD1510'AND 1 FOOT WEST OF A FENCE
 FD1510'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FD1510'HICKMAN NO 1 1953.
 FD1510'
 FD1510'11-20-12 (TENN GEOLOGY S) IS USED AS A REFERENCE MARK.  IT IS 37 FEET
 FD1510'NORTH OF THE CENTER OF
 FD1510'STATE HIGHWAY 100 AND 3 FEET SOUTH OF A FENCE LINE.
 FD1510'THE MARK IS A 6X6 INCH CONCRETE
 FD1510'POST, WHICH PROJECTS 6 INCHES WITH A
 FD1510'STANDARD TENNESSEE DIVISION GEOLOGY WPA STATION
 FD1510'MARK DISK ATOP
 FD1510'STAMPED 11-20-12.
 FD1510'
 FD1510'AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF HIGHWAY 100, 24 FEET
 FD1510'WEST OF A POWER LINE POLE,
 FD1510'3 FEET EAST OF A WHITE WITNESS POST AND 2 FEET NORTH
 FD1510'OF A FENCE LINE.  THE MARK PROJECTS
 FD1510'4 INCHES AND THE DISK IS STAMPED
 FD1510'HICKMAN 1953.
 FD1510'
 FD1510'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 100 AND
 FD1510'46, 2 MILES SOUTH OF
 FD1510'BON AQUA, GO EAST ON HIGHWAY 100 FOR 4.7 MILES TO HICKMAN
 FD1510'AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.65 MILE TO
 FD1510'THE INTERSECTION OF TURN BULL ROAD AND THE STATION.
 FD1510'
 FD1510'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0222 ***********************************************************************
 FC0222  DESIGNATION -  HICKORY
 FC0222  PID         -  FC0222
 FC0222  STATE/COUNTY-  TN/KNOX
 FC0222  USGS QUAD   -  LOVELL (1990)
 FC0222
 FC0222                         *CURRENT SURVEY CONTROL
 FC0222  ___________________________________________________________________
 FC0222* NAD 83(1995)-  35 53 24.91091(N)    084 12 36.69443(W)     ADJUSTED  
 FC0222* NAVD 88     -       355.319  (meters)    1165.74   (feet)  ADJUSTED  
 FC0222  ___________________________________________________________________
 FC0222  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FC0222  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0222  DYNAMIC HT  -         354.985 (meters)    1164.65  (feet)  COMP
 FC0222  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FC0222
 FC0222  HORZ ORDER  -  SECOND
 FC0222  VERT ORDER  -  SECOND    CLASS 0
 FC0222
 FC0222.The horizontal coordinates were established by classical geodetic methods
 FC0222.and adjusted by the National Geodetic Survey in April 1999..
 FC0222
 FC0222.The orthometric height was determined by differential leveling
 FC0222.and adjusted by the National Geodetic Survey in June 1991..
 FC0222
 FC0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0222
 FC0222.The geoid height was determined by GEOID03.
 FC0222
 FC0222.The dynamic height is computed by dividing the NAVD 88
 FC0222.geopotential number by the normal gravity value computed on the
 FC0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0222.degrees latitude (g = 980.6199 gals.).
 FC0222
 FC0222.The modeled gravity was interpolated from observed gravity values.
 FC0222
 FC0222;                    North         East     Units Scale Factor Converg.
 FC0222;SPC TN       -   174,216.287   761,581.636   MT  0.99994888   +1 02 52.2
 FC0222;SPC TN       -   571,574.60  2,498,622.42   sFT  0.99994888   +1 02 52.2
 FC0222;UTM  16      - 3,975,371.692   751,817.971   MT  1.00038145   +1 38 10.8
 FC0222
 FC0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0222!SPC TN       -   0.99994905  x   0.99994888  =   0.99989793
 FC0222!UTM  16      -   0.99994905  x   1.00038145  =   1.00033048
 FC0222
 FC0222|---------------------------------------------------------------------|
 FC0222| PID    Reference Object                     Distance      Geod. Az  |
 FC0222|                                                           dddmmss.s |
 FC0222| FC0223 HICKORY RM 2                         10.607 METERS 05755     |
 FC0222| FC0229 CAMPBELL                            APPROX. 4.5 KM 0734546.4 |
 FC0222| FC0220 HICKORY AZ MK                                      2361533.3 |
 FC0222| CZ4854 HICKORY AZ MK 2                                    2361601.0 |
 FC0222| FC0221 HICKORY RM 1                         10.043 METERS 34440     |
 FC0222|---------------------------------------------------------------------|
 FC0222
 FC0222                          SUPERSEDED SURVEY CONTROL
 FC0222
 FC0222  NAD 83(1995)-  35 53 24.91778(N)    084 12 36.69322(W) AD(       ) 2
 FC0222  NAD 83(1986)-  35 53 24.92362(N)    084 12 36.69128(W) AD(       ) 2
 FC0222  NAD 27      -  35 53 24.63810(N)    084 12 36.98870(W) AD(       ) 2
 FC0222  NGVD 29 (??/??/92)  355.436  (m)         1166.13   (f) ADJ UNCH    2 0
 FC0222
 FC0222.Superseded values are not recommended for survey control.
 FC0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0222.See file dsdata.txt to determine how the superseded data were derived.
 FC0222
 FC0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5181875372(NAD 83)
 FC0222_MARKER: DE = TRAVERSE STATION DISK
 FC0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0222_STAMPING: HICKORY 1960
 FC0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0222+STABILITY: SURFACE MOTION
 FC0222
 FC0222  HISTORY     - Date     Condition        Report By
 FC0222  HISTORY     - 1960     MONUMENTED       CGS
 FC0222  HISTORY     - 1960     GOOD             CGS
 FC0222  HISTORY     - 1976     GOOD             NGS
 FC0222
 FC0222                          STATION DESCRIPTION
 FC0222
 FC0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0222'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF EATON
 FC0222'CROSSROAD, 3 MILES WEST OF FARRAGUT, AND ON THE INTERSTATE HIGHWAY
 FC0222'RIGHT-OF-WAY.
 FC0222'
 FC0222'TO REACH THE STATION FROM THE SCHOOL IN FARRAGUT, GO WEST, ON U.S.
 FC0222'HIGHWAY 70 FOR 0.1 MILE TO A TRAFFIC LIGHT. PROCEED WEST, ON U.S.
 FC0222'HIGHWAY 70 FOR 0.4 MILE TO CAMPBELL STATION ROAD ON THE RIGHT. TURN
 FC0222'RIGHT, NORTH, AND GO 1.45 MILES ON CAMPBELL STATION ROAD TO AN
 FC0222'OVERPASS. TURN LEFT, ON THE INTERSTATE HIGHWAY AND GO WESTERLY FOR
 FC0222'2.0 MILES TO THE STATION ON THE RIGHT.
 FC0222'
 FC0222'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST, ON THE
 FC0222'INTERSTATE HIGHWAY FOR 0.1 MILE TO THE WEST END OF AN OVERPASS
 FC0222'AND THE AZIMUTH MARK ON THE LEFT.
 FC0222'
 FC0222'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HICKORY 1960,
 FC0222'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 34 FEET SOUTH OF
 FC0222'THE RIGHT-OF-WAY FENCE, 4 FEET NORTH OF THE HIGHWAY CUT BANK, 2.2
 FC0222'FEET NORTH OF A WITNESS SIGN, AND SET ON THE WESTERN SLOPE OF THE
 FC0222'HIGHWAY CUT BANK.
 FC0222'
 FC0222'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HICKORY NO. 1 1960,
 FC0222'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 37 FEET NORTH OF
 FC0222'THE HIGHWAY CUT BANK, 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 FC0222'ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 FC0222'
 FC0222'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HICKORY NO. 2 1960,
 FC0222'SET IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 28 FEET SOUTH OF
 FC0222'THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF THE HIGHWAY CUT BANK, AND
 FC0222'ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 FC0222'
 FC0222'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HICKORY 1960, CEMENTED
 FC0222'IN A DRILL HOLE IN A CONCRETE WALK-WAY. THE WALK-WAY PROJECTS 9
 FC0222'INCHES ABOVE THE MAIN SURFACE OF AN OVERPASS. IT IS 16 FEET SOUTH OF
 FC0222'THE CENTER OF AN OVERPASS, 1.5 FEET NORTH OF THE SOUTH GUARD
 FC0222'RAIL, AND AT THE WEST END OF AN OVERPASS.
 FC0222'
 FC0222'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FC0222
 FC0222                          STATION RECOVERY (1960)
 FC0222
 FC0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0222'6 MI NE FROM EATON CROSSROADS.
 FC0222'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0222'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0222'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0222'2.9 MILES EAST ON INTERSTATE HIGHWAY 40.  THE STATION MARK IS 0.15
 FC0222'MILE EAST OF AN OVERPASS, ON THE NORTH RIGHT-OF-WAY ON THE WESTERN
 FC0222'SLOPE OF A CUT, 34 FT. SOUTH OF THE RIGHT-OF-WAY FENCE, 4 FT.
 FC0222'NORTH OF A HIGHWAY CUT BANK, AND 2.2 FT. NORTH OF A WITNESS SIGN.
 FC0222'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FC0222'GROUND.
 FC0222
 FC0222                          STATION RECOVERY (1976)
 FC0222
 FC0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FC0222'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 FC0222'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DIRECTION
 FC0222'TO THE AZIMUTH MARK WAS FOUND IN ERROR BY 28.0 SECONDS.  THE MARK
 FC0222'WAS STAMPED 1976 AND THE 1976 VALUE SHOULD BE USED FOR ALL FUTURE
 FC0222'WORK.
 FC0222'
 FC0222'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FC0222'
 FC0222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES WEST
 FC0222'OF FARRAGUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0503 ***********************************************************************
 GC0503  DESIGNATION -  HICKORY
 GC0503  PID         -  GC0503
 GC0503  STATE/COUNTY-  TN/DAVIDSON
 GC0503  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0503
 GC0503                         *CURRENT SURVEY CONTROL
 GC0503  ___________________________________________________________________
 GC0503* NAD 83(1995)-  36 16 08.04264(N)    086 44 20.85725(W)     ADJUSTED  
 GC0503* NAVD 88     -       221.129  (meters)     725.49   (feet)  ADJUSTED  
 GC0503  ___________________________________________________________________
 GC0503  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GC0503  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0503  DYNAMIC HT  -         220.941 (meters)     724.87  (feet)  COMP
 GC0503  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC0503
 GC0503  HORZ ORDER  -  SECOND
 GC0503  VERT ORDER  -  SECOND    CLASS 0
 GC0503
 GC0503.The horizontal coordinates were established by classical geodetic methods
 GC0503.and adjusted by the National Geodetic Survey in April 1999..
 GC0503
 GC0503.The orthometric height was determined by differential leveling
 GC0503.and adjusted by the National Geodetic Survey in June 1991..
 GC0503
 GC0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0503
 GC0503.The geoid height was determined by GEOID03.
 GC0503
 GC0503.The dynamic height is computed by dividing the NAVD 88
 GC0503.geopotential number by the normal gravity value computed on the
 GC0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0503.degrees latitude (g = 980.6199 gals.).
 GC0503
 GC0503.The modeled gravity was interpolated from observed gravity values.
 GC0503
 GC0503;                    North         East     Units Scale Factor Converg.
 GC0503;SPC TN       -   215,002.755   533,586.708   MT  0.99997713   -0 25 57.8
 GC0503;SPC TN       -   705,388.21  1,750,609.06   sFT  0.99997713   -0 25 57.8
 GC0503;UTM  16      - 4,013,805.703   523,431.808   MT  0.99960676   +0 09 15.6
 GC0503
 GC0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0503!SPC TN       -   0.99996992  x   0.99997713  =   0.99994705
 GC0503!UTM  16      -   0.99996992  x   0.99960676  =   0.99957669
 GC0503
 GC0503|---------------------------------------------------------------------|
 GC0503| PID    Reference Object                     Distance      Geod. Az  |
 GC0503|                                                           dddmmss.s |
 GC0503| GC0502 HICKORY RM 2                         10.592 METERS 00615     |
 GC0503| GC2204 MADISON RADIO STA WENO MAST         APPROX. 2.1 KM 0790501.6 |
 GC0503| GC0501 HICKORY AZ MK                       471.778 METERS 1473127.0 |
 GC0503| GC2235 MADISON SUBURBAN UTIL DIST TK       APPROX. 4.9 KM 1505438.1 |
 GC0503| GC0504 HICKORY RM 1                         10.623 METERS 19652     |
 GC0503|---------------------------------------------------------------------|
 GC0503
 GC0503                          SUPERSEDED SURVEY CONTROL
 GC0503
 GC0503  NAD 83(1995)-  36 16 08.04427(N)    086 44 20.85910(W) AD(       ) 2
 GC0503  NAD 83(1995)-  36 16 08.04744(N)    086 44 20.85961(W) AD(       ) 2
 GC0503  NAD 83(1986)-  36 16 08.05278(N)    086 44 20.86023(W) AD(       ) 2
 GC0503  NAD 27      -  36 16 07.86180(N)    086 44 20.87060(W) AD(       ) 2
 GC0503  NGVD 29 (??/??/92)  221.169  (m)          725.62   (f) ADJ UNCH    2 0
 GC0503
 GC0503.Superseded values are not recommended for survey control.
 GC0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0503.See file dsdata.txt to determine how the superseded data were derived.
 GC0503
 GC0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2343213806(NAD 83)
 GC0503_MARKER: DE = TRAVERSE STATION DISK
 GC0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0503_STAMPING: HICKORY 1959
 GC0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0503
 GC0503  HISTORY     - Date     Condition        Report By
 GC0503  HISTORY     - 1959     MONUMENTED       CGS
 GC0503  HISTORY     - 1960     GOOD             NGS
 GC0503  HISTORY     - 1967     GOOD             CGS
 GC0503  HISTORY     - 1967     GOOD             NGS
 GC0503
 GC0503                          STATION DESCRIPTION
 GC0503
 GC0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0503'THE STATION IS LOCATED ON THE EASTERN SLOPE OF A PROMINENT TIMBER AND
 GC0503'BRUSH COVERED HILL ON MR. C. B. BUCHANNAN PROPERTY, ABOUT
 GC0503'8.0 MILES EAST-NORTHEAST OF THE CENTER OF NASHVILLE, 4.0 MILES
 GC0503'SOUTH-SOUTHWEST OF GOODLETTSVILLE, 1.0 MILE WEST OF MADISON AND
 GC0503'0.25 MILE NORTH OF OLD HICKORY BOULEVARD.
 GC0503'
 GC0503'TO REACH THE STATION FROM INTERSECTION OF U. S. HIGHWAYS 31 W, 41 AND
 GC0503'341 IN THE NORTHERN SECTION OF NASHVILLE, GO NORTH ON U. S. HIGHWAYS
 GC0503'31 W AND 41 FOR 5.9 MILES TO OLD HICKORY BOULEVARD, TURN RIGHT AND GO
 GC0503'EAST ON OLD HICKORY BOULEVARD FOR 1.0 MILE TO THE AZIMUTH MARK ON
 GC0503'THE LEFT AS DESCRIBED, CONTINUE EAST ON OLD HICKORY BOULEVARD FOR 0.3
 GC0503'MILE TO GRAYCROFT AVE. ON THE LEFT, TURN LEFT AND GO NORTHERLY
 GC0503'ON GRAYCROFT AVE. FOR 0.6 MILE TO NESBITT DRIVE ON THE LEFT,
 GC0503'TURN LEFT AND GO WESTERLY FOR 0.3 MILE TO THE END OF THE PAVEMENT,
 GC0503'CONTINUE STRAIGHT AHEAD AND GO WEST AND SOUTH FOR 0.3 MILE, FROM HERE
 GC0503'LEAVE THE TRACK ROAD AND GO SOUTH FOR 0.1 MILE TO THE STATION AS
 GC0503'DESCRIBED.
 GC0503'
 GC0503'STATION MARK IS 45 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 4 FEET
 GC0503'EAST OF A WITNESS SIGN.  THE MARK IS A STANDARD DISK BRAZED TO THE
 GC0503'TOP OF A 2-INCH IRON PIPE, ABOUT 50 FEET LOWER THAN THE HIGHEST PART
 GC0503'OF THE HILL, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GC0503'IS STAMPED HICKORY 1959.
 GC0503'
 GC0503'UNDERGROUND STATION MARK IS A STANDARD DISK SET ABOUT 30 INCHES BELOW
 GC0503'THE SURFACE OF THE GROUND.  THE MARK IS STAMPED HICKORY 1959.
 GC0503'
 GC0503'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 GC0503'IRON PIPE, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GC0503'STAMPED HICKORY NO 1 1959.
 GC0503'
 GC0503'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 GC0503'IRON PIPE, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE SURFACE OF THE
 GC0503'GROUND AND IS STAMPED HICKORY NO 2 1959.
 GC0503'
 GC0503'AZIMUTH MARK IS 120 FEET EAST OF THE EAST SIDE OF A LARGE SILVER
 GC0503'WATER TANK, 30 FEET NORTH OF THE NORTHEAST CORNER OF A PIG PEN, 30
 GC0503'FEET NORTHEAST OF A FENCE CORNER AND 16 FEET EAST OF A WIRE FENCE AND
 GC0503'WITNESS SIGN.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GC0503'DRILLHOLE IN UNDERGROUND BEDROCK, SET ABOUT 6 INCHES BELOW THE
 GC0503'SURFACE OF THE GROUND AND IS STAMPED HICKORY 1959.
 GC0503'
 GC0503'A TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK TO THE AZIMUTH
 GC0503'MARK.
 GC0503'
 GC0503'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GC0503
 GC0503                          STATION RECOVERY (1960)
 GC0503
 GC0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0503'4.6 MI N FROM NASHVILLE.
 GC0503'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0503'(U.S. HIGHWAY 31 W AND 41) IN NORTHEAST NASHVILLE, GO NORTH ON
 GC0503'DICKERSON ROAD FOR 2.1 MILES TO DUE WEST AVENUE, THEN 1.5 MILE
 GC0503'EAST ON DUE WEST AVENUE, THEN 0.4 MILE NORTH ON GRAYCROFT AVENUE,
 GC0503'THEN 0.5 MILE WEST ON CHADWELL DRIVE, THEN 0.1 MILE NORTH ON PORT
 GC0503'DRIVE, THEN 0.6 MILE NORTH ON RHINE DRIVE, THENCE 0.2 MILE EAST
 GC0503'ON OLD HICKORY BOULEVARD, THEN 0.1 MILE NORTH ON A GRAVELED
 GC0503'ROAD LEADING TO A LARGE SILVER WATER TANK, THEN ABOUT 0.3 MILE
 GC0503'NORTHWEST ACROSS COUNTRY TO THE EASTERN SLOPE OF A PROMINENT
 GC0503'HILL.  THE STATION IS LOCATED 45 FT. EAST OF A NORTH-SOUTH FENCE
 GC0503'LINE AND 4 FT. EAST OF A WITNESS SIGN SET IN TOP OF A 2-INCH IRON
 GC0503'PIPE, ABOUT 50 FT. BELOW THE HIGHEST PART OF THE HILL.
 GC0503'NOTE-- THIS STATION IS ABOUT 0.7 MILE SOUTH OF B.M. U 221.
 GC0503
 GC0503                          STATION RECOVERY (1967)
 GC0503
 GC0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC0503'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS
 GC0503'DESCRIBED IN HORIZONTAL CONTROL DATA PUBLISHED MAY
 GC0503'1960 - QUAD 360863 - STATION 1042.  A COMPLETE AND THOROUGH SEARCH
 GC0503'WAS MADE FOR THE AZIMUTH MARK AND IT WAS NOT FOUND.  DUE TO CHANGES
 GC0503'IN THE AREA WHERE THE AZIMUTH MARK WAS SET, THERE IS CONSIDERABLE
 GC0503'DEBRIS PILED IN THE AREA AND IT IS THOUGHT THAT ONCE THIS IS REMOVED
 GC0503'THE AZIMUTH MARK CAN BE FOUND.  A NEW SEARCH WILL BE MADE AT A
 GC0503'FUTURE DATE.
 GC0503'
 GC0503'WHEN THE CONSTRUCTION WORK IS COMPLETED ON INTERSTATE ROUTE 65 IN
 GC0503'THIS VICINITY, IT WILL NO LONGER BE POSSIBLE TO REACH THE STATION
 GC0503'BY THE OLD DESCRIPTION.  ONCE THE WORK IS COMPLETED A NEW STATION
 GC0503'TO-REACH WILL BE WRITTEN.
 GC0503
 GC0503                          STATION RECOVERY (1967)
 GC0503
 GC0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2489 ***********************************************************************
 FE2489  DESIGNATION -  HICKORY
 FE2489  PID         -  FE2489
 FE2489  STATE/COUNTY-  TN/HARDEMAN
 FE2489  USGS QUAD   -  HICKORY VALLEY (1980)
 FE2489
 FE2489                         *CURRENT SURVEY CONTROL
 FE2489  ___________________________________________________________________
 FE2489* NAD 83(1995)-  35 08 24.47337(N)    089 08 22.94567(W)     ADJUSTED  
 FE2489* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 FE2489  ___________________________________________________________________
 FE2489  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FE2489  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE2489
 FE2489  HORZ ORDER  -  FIRST
 FE2489
 FE2489.The horizontal coordinates were established by classical geodetic methods
 FE2489.and adjusted by the National Geodetic Survey in April 1999..
 FE2489
 FE2489.The orthometric height was scaled from a topographic map.
 FE2489
 FE2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2489
 FE2489.The geoid height was determined by GEOID03.
 FE2489
 FE2489;                    North         East     Units Scale Factor Converg.
 FE2489;SPC TN       -    94,104.509   313,914.387   MT  1.00002121   -1 50 17.2
 FE2489;SPC TN       -   308,741.21  1,029,900.78   sFT  1.00002121   -1 50 17.2
 FE2489;UTM  16      - 3,890,678.912   305,066.221   MT  1.00006833   -1 13 55.0
 FE2489
 FE2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2489!SPC TN       -   0.99997139  x   1.00002121  =   0.99999260
 FE2489!UTM  16      -   0.99997139  x   1.00006833  =   1.00003972
 FE2489
 FE2489|---------------------------------------------------------------------|
 FE2489| PID    Reference Object                     Distance      Geod. Az  |
 FE2489|                                                           dddmmss.s |
 FE2489| CG3462 HICKORY RM 2                         51.938 METERS 00419     |
 FE2489| FE2465 BOLIVAR WESTERN ST HOSP TANK        APPROX.18.0 KM 0341955.6 |
 FE2489| FE2477 HICKORY VALLEY LOT WT 10            APPROX. 4.8 KM 0345047.5 |
 FE2489| FE2488 H B DURYEA TRACT TANK               APPROX. 0.9 KM 0364310.1 |
 FE2489| FE2478 HICKORY VALLEY WEST RAD MAST        APPROX. 5.5 KM 0430935.7 |
 FE2489| FE2283 BOLIVAR S MUNICIPAL TANK            APPROX.18.6 KM 0455226.7 |
 FE2489| CG3461 HICKORY RM 1                         38.009 METERS 11908     |
 FE2489| CG3463 HICKORY RM 3                         28.530 METERS 18338     |
 FE2489| CG3460 HICKORY AZ MK RESET                                2053005.0 |
 FE2489| CG3464 HICKORY AZ MK                                      2070550.6 |
 FE2489| FE2492 EBENEZER                            APPROX.19.2 KM 2704444.8 |
 FE2489|---------------------------------------------------------------------|
 FE2489
 FE2489                          SUPERSEDED SURVEY CONTROL
 FE2489
 FE2489  NAD 83(1995)-  35 08 24.47544(N)    089 08 22.94579(W) AD(       ) 1
 FE2489  NAD 83(1995)-  35 08 24.48015(N)    089 08 22.94601(W) AD(       ) 1
 FE2489  NAD 83(1986)-  35 08 24.48523(N)    089 08 22.94585(W) AD(       ) 1
 FE2489  NAD 27      -  35 08 24.17300(N)    089 08 22.71200(W) AD(       ) 1
 FE2489
 FE2489.Superseded values are not recommended for survey control.
 FE2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2489.See file dsdata.txt to determine how the superseded data were derived.
 FE2489
 FE2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0506690679(NAD 83)
 FE2489_MARKER: DS = TRIANGULATION STATION DISK
 FE2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2489
 FE2489  HISTORY     - Date     Condition        Report By
 FE2489  HISTORY     - 1914     MONUMENTED       CGS
 FE2489  HISTORY     - 1934     GOOD             CGS
 FE2489  HISTORY     - 1958     GOOD             CGS
 FE2489
 FE2489                          STATION DESCRIPTION
 FE2489
 FE2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2489'ABOUT 8 MILES NORTH OF GRAND JUNCTION, ABOUT 1 MILE SOUTHWEST OF
 FE2489'HICKORY VALLEY, AND ON LAND OWNED BY UNION STOCK LAND BANK OF
 FE2489'LOUISVILLE.  TO REACH FROM JUNCTION OF U.S. ROUTE 64 AND STATE ROUTE
 FE2489'18 AT SOUTHWEST CITY LIMITS OF BOLIVAR, GO SOUTH ON ROUTE 18 ABOUT
 FE2489'11 MILES TO GULF FILLING STATION AT HICKORY VALLEY, CONTINUE SOUTH
 FE2489'0.8 MILE ON ROUTE 18, TURN RIGHT ONTO DIRT ROAD, GO 0.2 MILE AND
 FE2489'TURN SHARPLY TO RIGHT THROUGH WIRE GATE, GO ABOUT 75 FEET AND TURN
 FE2489'LEFT THROUGH BARNYARD, GO THROUGH GATE AT WEST SIDE OF BARNYARD,
 FE2489'AND CONTINUE 0.15 MILE TO CULTIVATED FIELD AND STATION SITE.
 FE2489'STATION IS IN OPEN FIELD, ON SMALL HILL, ABOUT 100 METERS (328 FEET)
 FE2489'WEST OF HIGHEST GROUND IN VICINITY, ABOUT 170 FEET SOUTH OF WOODS,
 FE2489'AND 114 FEET NORTH-NORTHWEST OF CENTER LINE OF FARM ROAD.  SURFACE
 FE2489'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FE2489'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FE2489'CONCRETE.  NO. 1 IS IN FENCE LINE, AT EDGE OF
 FE2489'UNCULTIVATED FIELD, 11 FEET SOUTH-SOUTHEAST OF CENTER LINE OF FARM
 FE2489'ROAD, ON EAST SIDE OF HIGHEST POINT OF ROAD LEADING SOUTH, ABOUT 80
 FE2489'METERS (262 FEET) SOUTH OF TURN, AND 124.70 FEET FROM STATION
 FE2489'S 60 DEG 03 MIN E.  NO. 2 IS AT EDGE OF WOODS, 1 FOOT NORTH OF
 FE2489'FENCE AND PROPERTY LINE, ABOUT 60 METERS (197 FEET) WEST OF GULLY,
 FE2489'NEAR SOUTHWEST CORNER OF MANAGERS YARD, AND 170.59 FEET FROM STATION.
 FE2489'AZIMUTH MARK, ESTABLISHED IN 1934, IS
 FE2489'STANDARD REFERENCE DISK IN CONCRETE, IN CLEARED AREA, 10
 FE2489'FEET WEST OF CENTER LINE OF FARM ROAD, 27 FEET SOUTHWEST OF TWIN
 FE2489'OAK TREE, AND ABOUT 250 YARDS FROM STATION.
 FE2489'H.B. DURYEA TRACT, STEEL WATER TANK, IS 852.0 METERS
 FE2489'(2,795 FEET) FROM STATION N 36 DEG 43 MIN E.
 FE2489
 FE2489                          STATION RECOVERY (1958)
 FE2489
 FE2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2489'THE STATION AND REFERENCE MARK 2 WERE FOUND AS DESCRIBED.  AT THIS
 FE2489'TIME REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED.  A
 FE2489'DISTANCE OF .19 OF A FOOT SHORTER WAS FOUND IN THE MEASUREMENT TO
 FE2489'REFERENCE MARK 2 AND ALSO A DIFFERENCE OF 7 MINUTES WAS FOUND IN THE
 FE2489'DIRECTION.  THE TO REACH TO THE STATION AND THE DESCRIPTION ARE
 FE2489'ADEQUATE WITH THE EXCEPTION OF THE STATION IS NOW 42 FEET
 FE2489'WEST OF A FENCE AND A WHITE WITNESS POST.  THE PROPERTY IS NOW OWNED
 FE2489'BY MR. E.L. SCHULTZ.
 FE2489'
 FE2489'A NEW DESCRIPTION FOR REFERENCE MARK 3 AND THE AZIMUTH MARK FOLLOWS.
 FE2489'
 FE2489'REFERENCE MARK 3 IS 72 FEET SOUTH OF THE WHITE WITNESS POST AND 1
 FE2489'FOOT WEST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2489'STAMPED HICKORY NO 3 1914 1934.
 FE2489'
 FE2489'THE AZIMUTH MARK IS 21 FEET EAST OF A POWER LINE POLE, 9 FEET
 FE2489'SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT NORTH OF A
 FE2489'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2489'HICKORY 1914 RESET 1958.
 FE2489'
 FE2489'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ACROSS THE
 FE2489'FIELD FOR 0.15 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 FE2489'
 FE2489'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0220 ***********************************************************************
 FC0220  DESIGNATION -  HICKORY AZ MK
 FC0220  PID         -  FC0220
 FC0220  STATE/COUNTY-  TN/KNOX
 FC0220  USGS QUAD   -  LOVELL (1990)
 FC0220
 FC0220                         *CURRENT SURVEY CONTROL
 FC0220  ___________________________________________________________________
 FC0220* NAD 83(1986)-  35 53 19.     (N)    084 12 47.     (W)     SCALED    
 FC0220* NAVD 88     -       332.720  (meters)    1091.60   (feet)  ADJUSTED  
 FC0220  ___________________________________________________________________
 FC0220  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0220  DYNAMIC HT  -         332.407 (meters)    1090.57  (feet)  COMP
 FC0220  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 FC0220
 FC0220  VERT ORDER  -  SECOND    CLASS 0
 FC0220
 FC0220.The horizontal coordinates were scaled from a topographic map and have
 FC0220.an estimated accuracy of +/- 6 seconds.
 FC0220
 FC0220.The orthometric height was determined by differential leveling
 FC0220.and adjusted by the National Geodetic Survey in June 1991..
 FC0220
 FC0220.The geoid height was determined by GEOID03.
 FC0220
 FC0220.The dynamic height is computed by dividing the NAVD 88
 FC0220.geopotential number by the normal gravity value computed on the
 FC0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0220.degrees latitude (g = 980.6199 gals.).
 FC0220
 FC0220.The modeled gravity was interpolated from observed gravity values.
 FC0220
 FC0220;                    North         East    Units  Estimated Accuracy
 FC0220;SPC TN       -   174,030.      761,330.      MT  (+/- 180 meters Scaled)
 FC0220
 FC0220                          SUPERSEDED SURVEY CONTROL
 FC0220
 FC0220  NGVD 29 (??/??/92)  332.837  (m)         1091.98   (f) ADJ UNCH    2 0
 FC0220
 FC0220.Superseded values are not recommended for survey control.
 FC0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0220.See file dsdata.txt to determine how the superseded data were derived.
 FC0220
 FC0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE515751(NAD 83)
 FC0220_MARKER: DZ = AZIMUTH MARK DISK
 FC0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0220_SP_SET: SIDEWALK
 FC0220_STAMPING: HICKORY 1960
 FC0220_MARK LOGO: CGS   
 FC0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0220
 FC0220  HISTORY     - Date     Condition        Report By
 FC0220  HISTORY     - 1960     MONUMENTED       CGS
 FC0220
 FC0220                          STATION DESCRIPTION
 FC0220
 FC0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0220'5.8 MI NE FROM EATON CROSSROADS.
 FC0220'FROM THE EATON GRAMMER SCHOOL IN EATON CROSSROADS, GO 0.15 MILE
 FC0220'EAST ON U.S. HIGHWAY 70, THEN 2.45 MILES NORTHEAST ON A PAVED
 FC0220'ROAD, THEN 0.55 MILE NORTHEAST ON INTERSTATE HIGHWAY 75, THEN
 FC0220'2.75 MILES EAST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS.  THE
 FC0220'AZIMUTH MARK IS 16 FT. SOUTH OF THE CENTER OF THE WEST BOUND
 FC0220'TRAFFIC LANES, 1.5 FT. NORTH OF THE SOUTH GUARD RAIL.  THE DISK
 FC0220'IS CEMENTED IN A DRILL HOLE AT THE WEST END OF THE OVERPASS IN
 FC0220'A CONCRETE WALK WAY AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0501 ***********************************************************************
 GC0501  DESIGNATION -  HICKORY AZ MK
 GC0501  PID         -  GC0501
 GC0501  STATE/COUNTY-  TN/DAVIDSON
 GC0501  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0501
 GC0501                         *CURRENT SURVEY CONTROL
 GC0501  ___________________________________________________________________
 GC0501* NAD 83(1995)-  36 15 55.13021(N)    086 44 10.70881(W)     ADJUSTED  
 GC0501* NAVD 88     -       206.628  (meters)     677.91   (feet)  ADJUSTED  
 GC0501  ___________________________________________________________________
 GC0501  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GC0501  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0501  DYNAMIC HT  -         206.453 (meters)     677.34  (feet)  COMP
 GC0501  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC0501
 GC0501  HORZ ORDER  -  SECOND
 GC0501  VERT ORDER  -  SECOND    CLASS 0
 GC0501
 GC0501.The horizontal coordinates were established by classical geodetic methods
 GC0501.and adjusted by the National Geodetic Survey in April 1999..
 GC0501
 GC0501.The orthometric height was determined by differential leveling
 GC0501.and adjusted by the National Geodetic Survey in June 1991..
 GC0501
 GC0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0501
 GC0501.The geoid height was determined by GEOID03.
 GC0501
 GC0501.The dynamic height is computed by dividing the NAVD 88
 GC0501.geopotential number by the normal gravity value computed on the
 GC0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0501.degrees latitude (g = 980.6199 gals.).
 GC0501
 GC0501.The modeled gravity was interpolated from observed gravity values.
 GC0501
 GC0501;                    North         East     Units Scale Factor Converg.
 GC0501;SPC TN       -   214,602.862   533,837.008   MT  0.99997665   -0 25 51.8
 GC0501;SPC TN       -   704,076.22  1,751,430.25   sFT  0.99997665   -0 25 51.8
 GC0501;UTM  16      - 4,013,408.542   523,686.098   MT  0.99960691   +0 09 21.5
 GC0501
 GC0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0501!SPC TN       -   0.99997219  x   0.99997665  =   0.99994884
 GC0501!UTM  16      -   0.99997219  x   0.99960691  =   0.99957911
 GC0501
 GC0501:                Primary Azimuth Mark                     Grid Az
 GC0501:SPC TN       -  NASHVILLE RADIO STA WLAC MAST            289 18 18.0
 GC0501:UTM  16      -  NASHVILLE RADIO STA WLAC MAST            288 43 04.7
 GC0501
 GC0501|---------------------------------------------------------------------|
 GC0501| PID    Reference Object                     Distance      Geod. Az  |
 GC0501|                                                           dddmmss.s |
 GC0501| GC2344 NASHVILLE RADIO STA WLAC MAST       APPROX. 2.0 KM 2885226.2 |
 GC0501| GC0503 HICKORY                             471.778 METERS 3273133.0 |
 GC0501|---------------------------------------------------------------------|
 GC0501
 GC0501                          SUPERSEDED SURVEY CONTROL
 GC0501
 GC0501  NAD 83(1995)-  36 15 55.13184(N)    086 44 10.71069(W) AD(       ) 2
 GC0501  NAD 83(1995)-  36 15 55.13499(N)    086 44 10.71114(W) AD(       ) 2
 GC0501  NAD 83(1986)-  36 15 55.14032(N)    086 44 10.71179(W) AD(       ) 2
 GC0501  NAD 27      -  36 15 54.94900(N)    086 44 10.72220(W) AD(       ) 2
 GC0501  NGVD 29 (??/??/92)  206.668  (m)          678.04   (f) ADJ UNCH    2 0
 GC0501
 GC0501.Superseded values are not recommended for survey control.
 GC0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0501.See file dsdata.txt to determine how the superseded data were derived.
 GC0501
 GC0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2368613409(NAD 83)
 GC0501_MARKER: DZ = AZIMUTH MARK DISK
 GC0501_SETTING: 66 = SET IN ROCK OUTCROP
 GC0501_SP_SET: BEDROCK
 GC0501_STAMPING: HICKORY 1959
 GC0501_MARK LOGO: CGS   
 GC0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0501+STABILITY: POSITION/ELEVATION WELL
 GC0501
 GC0501  HISTORY     - Date     Condition        Report By
 GC0501  HISTORY     - 1959     MONUMENTED       CGS
 GC0501  HISTORY     - 1960     GOOD             NGS
 GC0501  HISTORY     - 1967     MARK NOT FOUND   NGS
 GC0501
 GC0501                          STATION DESCRIPTION
 GC0501
 GC0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0501'TO REACH THE STATION FROM INTERSECTION OF U. S. HIGHWAYS 31 W, 41 AND
 GC0501'341 IN THE NORTHERN SECTION OF NASHVILLE, GO NORTH ON U. S. HIGHWAYS
 GC0501'31 W AND 41 FOR 5.9 MILES TO OLD HICKORY BOULEVARD, TURN RIGHT AND GO
 GC0501'EAST ON OLD HICKORY BOULEVARD FOR 1.0 MILE TO THE AZIMUTH MARK ON
 GC0501'THE LEFT AS DESCRIBED.
 GC0501'
 GC0501'AZIMUTH MARK IS 120 FEET EAST OF THE EAST SIDE OF A LARGE SILVER
 GC0501'WATER TANK, 30 FEET NORTH OF THE NORTHEAST CORNER OF A PIG PEN, 30
 GC0501'FEET NORTHEAST OF A FENCE CORNER AND 16 FEET EAST OF A WIRE FENCE AND
 GC0501'WITNESS SIGN.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GC0501'DRILLHOLE IN UNDERGROUND BEDROCK, SET ABOUT 6 INCHES BELOW THE
 GC0501'SURFACE OF THE GROUND AND IS STAMPED HICKORY 1959.
 GC0501
 GC0501                          STATION RECOVERY (1960)
 GC0501
 GC0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0501'4.3 MI N FROM NASHVILLE.
 GC0501'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0501'(U.S. HIGHWAY 41 AND 31 W) IN NORTHEAST NASHVILLE, GO NORTH ON
 GC0501'DICKERSON ROAD FOR 2.1 MILES TO DUE WEST AVENUE, THEN 1.5 MILES
 GC0501'EAST ON DUE WEST AVENUE, THEN 0.4 MILE NORTH ON GRAYCROFT AVENUE,
 GC0501'THEN 0.5 MILE WEST ON CHADWELL DRIVE, THEN 0.1 MILE NORTH ON PORT
 GC0501'DRIVE, THEN 0.6 MILE ON CHADWELL DRIVE, THEN 0.1 MILE NORTH ON
 GC0501'PORT DRIVE, THEN 0.6 MILE NORTH ON RHINE DRIVE, THEN 0.2 MILE
 GC0501'EAST ON OLD HICKORY BOULEVARD, THEN 0.1 MILE NORTH ON A GRAVELED
 GC0501'ROAD LEADING TO A LARGE SILVER WATER TANK.  THE MARK IS LOCATED
 GC0501'120 FT. EAST OF THE EAST SIDE OF THE LARGE SILVER WATER TANK, 30
 GC0501'FT. NORTH OF THE NORTHEAST CORNER OF A PIG PEN, 30 FT. NORTHEAST
 GC0501'OF A FENCE CORNER AND 16 FT. EAST OF A WIRE FENCE AND THE WITNESS
 GC0501'SIGN SET IN TOP OF A LARGE BEDROCK ABOUT 6 INCHES BELOW THE
 GC0501'SURFACE OF THE GROUND.  NOTE-- DUE TO CHANGES IN THE AREA WHERE
 GC0501'THE MARK WAS LOCATED, THERE IS CONSIDERABLE DEBRIS PILES IN THE
 GC0501'AREA AND IT IS THOUGHT THAT ONCE THIS DEBRIS IS REMOVED THE
 GC0501'MARK CAN BE FOUND.
 GC0501
 GC0501                          STATION RECOVERY (1967)
 GC0501
 GC0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0221 ***********************************************************************
 FC0221  DESIGNATION -  HICKORY RM 1
 FC0221  PID         -  FC0221
 FC0221  STATE/COUNTY-  TN/KNOX
 FC0221  USGS QUAD   -  LOVELL (1990)
 FC0221
 FC0221                         *CURRENT SURVEY CONTROL
 FC0221  ___________________________________________________________________
 FC0221* NAD 83(1986)-  35 53 24.     (N)    084 12 36.     (W)     SCALED    
 FC0221* NAVD 88     -       355.480  (meters)    1166.27   (feet)  ADJUSTED  
 FC0221  ___________________________________________________________________
 FC0221  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0221  DYNAMIC HT  -         355.146 (meters)    1165.17  (feet)  COMP
 FC0221  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FC0221
 FC0221  VERT ORDER  -  SECOND    CLASS 0
 FC0221
 FC0221.The horizontal coordinates were scaled from a topographic map and have
 FC0221.an estimated accuracy of +/- 6 seconds.
 FC0221
 FC0221.The orthometric height was determined by differential leveling
 FC0221.and adjusted by the National Geodetic Survey in June 1991..
 FC0221
 FC0221.The geoid height was determined by GEOID03.
 FC0221
 FC0221.The dynamic height is computed by dividing the NAVD 88
 FC0221.geopotential number by the normal gravity value computed on the
 FC0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0221.degrees latitude (g = 980.6199 gals.).
 FC0221
 FC0221.The modeled gravity was interpolated from observed gravity values.
 FC0221
 FC0221;                    North         East    Units  Estimated Accuracy
 FC0221;SPC TN       -   174,190.      761,600.      MT  (+/- 180 meters Scaled)
 FC0221
 FC0221                          SUPERSEDED SURVEY CONTROL
 FC0221
 FC0221  NGVD 29 (??/??/92)  355.598  (m)         1166.66   (f) ADJ UNCH    2 0
 FC0221
 FC0221.Superseded values are not recommended for survey control.
 FC0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0221.See file dsdata.txt to determine how the superseded data were derived.
 FC0221
 FC0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE518753(NAD 83)
 FC0221_MARKER: DR = REFERENCE MARK DISK
 FC0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0221_STAMPING: HICKORY NO 1 1960
 FC0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0221+STABILITY: SURFACE MOTION
 FC0221
 FC0221  HISTORY     - Date     Condition        Report By
 FC0221  HISTORY     - 1960     MONUMENTED       CGS
 FC0221
 FC0221                          STATION DESCRIPTION
 FC0221
 FC0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0221'6 MI NE FROM EATON CROSSROADS.
 FC0221'THIS MARK IS LOCATED AT THE HICKORY 1960 STATION SITE, 33 FT.
 FC0221'NORTH OF THE STATION MARK, 37 FT. NORTH OF THE HIGHWAY CUT BANK,
 FC0221'AND 1.5 FT. SOUTH OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN
 FC0221'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0504 ***********************************************************************
 GC0504  DESIGNATION -  HICKORY RM 1
 GC0504  PID         -  GC0504
 GC0504  STATE/COUNTY-  TN/DAVIDSON
 GC0504  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0504
 GC0504                         *CURRENT SURVEY CONTROL
 GC0504  ___________________________________________________________________
 GC0504* NAD 83(1986)-  36 16 07.     (N)    086 44 20.     (W)     SCALED    
 GC0504* NAVD 88     -       220.706  (meters)     724.10   (feet)  ADJUSTED  
 GC0504  ___________________________________________________________________
 GC0504  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0504  DYNAMIC HT  -         220.519 (meters)     723.49  (feet)  COMP
 GC0504  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC0504
 GC0504  VERT ORDER  -  SECOND    CLASS 0
 GC0504
 GC0504.The horizontal coordinates were scaled from a topographic map and have
 GC0504.an estimated accuracy of +/- 6 seconds.
 GC0504
 GC0504.The orthometric height was determined by differential leveling
 GC0504.and adjusted by the National Geodetic Survey in June 1991..
 GC0504
 GC0504.The geoid height was determined by GEOID03.
 GC0504
 GC0504.The dynamic height is computed by dividing the NAVD 88
 GC0504.geopotential number by the normal gravity value computed on the
 GC0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0504.degrees latitude (g = 980.6199 gals.).
 GC0504
 GC0504.The modeled gravity was interpolated from observed gravity values.
 GC0504
 GC0504;                    North         East    Units  Estimated Accuracy
 GC0504;SPC TN       -   214,970.      533,610.      MT  (+/- 180 meters Scaled)
 GC0504
 GC0504                          SUPERSEDED SURVEY CONTROL
 GC0504
 GC0504  NGVD 29 (??/??/92)  220.747  (m)          724.23   (f) ADJ UNCH    2 0
 GC0504
 GC0504.Superseded values are not recommended for survey control.
 GC0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0504.See file dsdata.txt to determine how the superseded data were derived.
 GC0504
 GC0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF234137(NAD 83)
 GC0504_MARKER: DR = REFERENCE MARK DISK
 GC0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0504_STAMPING: HICKORY NO 1 1959
 GC0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0504
 GC0504  HISTORY     - Date     Condition        Report By
 GC0504  HISTORY     - 1959     MONUMENTED       CGS
 GC0504  HISTORY     - 1960     GOOD             NGS
 GC0504  HISTORY     - 1967     GOOD             NGS
 GC0504
 GC0504                          STATION DESCRIPTION
 GC0504
 GC0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0504'4.6 MI N FROM NASHVILLE.
 GC0504'THIS MARK IS LOCATED AT THE HICKORY 1959 STATION SITE, 34.8 FT.
 GC0504'SOUTH OF THE STATION MARK, BRAZED ON THE TOP OF A 2-INCH IRON
 GC0504'PIPE PROJECTING 2 INCHES.
 GC0504
 GC0504                          STATION RECOVERY (1967)
 GC0504
 GC0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0223 ***********************************************************************
 FC0223  DESIGNATION -  HICKORY RM 2
 FC0223  PID         -  FC0223
 FC0223  STATE/COUNTY-  TN/KNOX
 FC0223  USGS QUAD   -  LOVELL (1990)
 FC0223
 FC0223                         *CURRENT SURVEY CONTROL
 FC0223  ___________________________________________________________________
 FC0223* NAD 83(1986)-  35 53 24.     (N)    084 12 36.     (W)     SCALED    
 FC0223* NAVD 88     -       356.686  (meters)    1170.23   (feet)  ADJUSTED  
 FC0223  ___________________________________________________________________
 FC0223  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FC0223  DYNAMIC HT  -         356.350 (meters)    1169.12  (feet)  COMP
 FC0223  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FC0223
 FC0223  VERT ORDER  -  SECOND    CLASS 0
 FC0223
 FC0223.The horizontal coordinates were scaled from a topographic map and have
 FC0223.an estimated accuracy of +/- 6 seconds.
 FC0223
 FC0223.The orthometric height was determined by differential leveling
 FC0223.and adjusted by the National Geodetic Survey in June 1991..
 FC0223
 FC0223.The geoid height was determined by GEOID03.
 FC0223
 FC0223.The dynamic height is computed by dividing the NAVD 88
 FC0223.geopotential number by the normal gravity value computed on the
 FC0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0223.degrees latitude (g = 980.6199 gals.).
 FC0223
 FC0223.The modeled gravity was interpolated from observed gravity values.
 FC0223
 FC0223;                    North         East    Units  Estimated Accuracy
 FC0223;SPC TN       -   174,190.      761,600.      MT  (+/- 180 meters Scaled)
 FC0223
 FC0223                          SUPERSEDED SURVEY CONTROL
 FC0223
 FC0223  NGVD 29 (??/??/92)  356.803  (m)         1170.61   (f) ADJ UNCH    2 0
 FC0223
 FC0223.Superseded values are not recommended for survey control.
 FC0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0223.See file dsdata.txt to determine how the superseded data were derived.
 FC0223
 FC0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE518753(NAD 83)
 FC0223_MARKER: DR = REFERENCE MARK DISK
 FC0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0223_STAMPING: HICKORY NO 2 1960
 FC0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0223+STABILITY: SURFACE MOTION
 FC0223
 FC0223  HISTORY     - Date     Condition        Report By
 FC0223  HISTORY     - 1960     MONUMENTED       CGS
 FC0223
 FC0223                          STATION DESCRIPTION
 FC0223
 FC0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0223'6 MI NE FROM EATON CROSSROADS.
 FC0223'THIS MARK IS LOCATED AT THE HICKORY 1960 STATION SITE, 34.7 FT.
 FC0223'NORTHEAST OF THE STATION MARK, 28 FT. SOUTH OF THE RIGHT-OF-WAY
 FC0223'FENCE, AND 3 FT. NORTH OF THE HIGHWAY CUT BANK.  THE DISK IS
 FC0223'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0502 ***********************************************************************
 GC0502  DESIGNATION -  HICKORY RM 2
 GC0502  PID         -  GC0502
 GC0502  STATE/COUNTY-  TN/DAVIDSON
 GC0502  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0502
 GC0502                         *CURRENT SURVEY CONTROL
 GC0502  ___________________________________________________________________
 GC0502* NAD 83(1986)-  36 16 07.     (N)    086 44 20.     (W)     SCALED    
 GC0502* NAVD 88     -       221.287  (meters)     726.01   (feet)  ADJUSTED  
 GC0502  ___________________________________________________________________
 GC0502  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0502  DYNAMIC HT  -         221.100 (meters)     725.39  (feet)  COMP
 GC0502  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC0502
 GC0502  VERT ORDER  -  SECOND    CLASS 0
 GC0502
 GC0502.The horizontal coordinates were scaled from a topographic map and have
 GC0502.an estimated accuracy of +/- 6 seconds.
 GC0502
 GC0502.The orthometric height was determined by differential leveling
 GC0502.and adjusted by the National Geodetic Survey in June 1991..
 GC0502
 GC0502.The geoid height was determined by GEOID03.
 GC0502
 GC0502.The dynamic height is computed by dividing the NAVD 88
 GC0502.geopotential number by the normal gravity value computed on the
 GC0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0502.degrees latitude (g = 980.6199 gals.).
 GC0502
 GC0502.The modeled gravity was interpolated from observed gravity values.
 GC0502
 GC0502;                    North         East    Units  Estimated Accuracy
 GC0502;SPC TN       -   214,970.      533,610.      MT  (+/- 180 meters Scaled)
 GC0502
 GC0502                          SUPERSEDED SURVEY CONTROL
 GC0502
 GC0502  NGVD 29 (??/??/92)  221.327  (m)          726.14   (f) ADJ UNCH    2 0
 GC0502
 GC0502.Superseded values are not recommended for survey control.
 GC0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0502.See file dsdata.txt to determine how the superseded data were derived.
 GC0502
 GC0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF234137(NAD 83)
 GC0502_MARKER: DR = REFERENCE MARK DISK
 GC0502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC0502_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GC0502_STAMPING: HICKORY NO 2 1959
 GC0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0502
 GC0502  HISTORY     - Date     Condition        Report By
 GC0502  HISTORY     - 1959     MONUMENTED       CGS
 GC0502  HISTORY     - 1960     GOOD             NGS
 GC0502  HISTORY     - 1967     GOOD             NGS
 GC0502
 GC0502                          STATION DESCRIPTION
 GC0502
 GC0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0502'4.6 MI N FROM NASHVILLE.
 GC0502'THIS MARK IS LOCATED AT THE HICKORY 1959 STATION SITE, 34.7 FT.
 GC0502'NORTH OF THE STATION MARK, BRAZED ON THE TOP OF A 2-INCH IRON
 GC0502'PIPE PROJECTING 2 INCHES.
 GC0502
 GC0502                          STATION RECOVERY (1967)
 GC0502
 GC0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GC0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2477 ***********************************************************************
 FE2477  DESIGNATION -  HICKORY VALLEY LOT WT 10
 FE2477  PID         -  FE2477
 FE2477  STATE/COUNTY-  TN/HARDEMAN
 FE2477  USGS QUAD   -  MIDDLEBURG (1980)
 FE2477
 FE2477                         *CURRENT SURVEY CONTROL
 FE2477  ___________________________________________________________________
 FE2477* NAD 83(1995)-  35 10 33.60463(N)    089 06 33.43756(W)     ADJUSTED  
 FE2477* NAVD 88     -                                                        
 FE2477  ___________________________________________________________________
 FE2477  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 FE2477  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2477
 FE2477  HORZ ORDER  -  THIRD
 FE2477
 FE2477.The horizontal coordinates were established by classical geodetic methods
 FE2477.and adjusted by the National Geodetic Survey in April 1999..
 FE2477
 FE2477
 FE2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2477
 FE2477.The geoid height was determined by GEOID03.
 FE2477
 FE2477;                    North         East     Units Scale Factor Converg.
 FE2477;SPC TN       -    97,993.600   316,811.589   MT  1.00001388   -1 49 13.1
 FE2477;SPC TN       -   321,500.67  1,039,406.02   sFT  1.00001388   -1 49 13.1
 FE2477;UTM  16      - 3,894,598.575   307,922.291   MT  1.00005470   -1 12 55.8
 FE2477
 FE2477                          SUPERSEDED SURVEY CONTROL
 FE2477
 FE2477  NAD 83(1995)-  35 10 33.60773(N)    089 06 33.43745(W) AD(       ) 4
 FE2477  NAD 83(1995)-  35 10 33.61189(N)    089 06 33.43875(W) AD(       ) 4
 FE2477  NAD 83(1986)-  35 10 33.61645(N)    089 06 33.43761(W) AD(       ) 4
 FE2477  NAD 27      -  35 10 33.31000(N)    089 06 33.20800(W) AD(       ) 3
 FE2477
 FE2477.Superseded values are not recommended for survey control.
 FE2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2477.See file dsdata.txt to determine how the superseded data were derived.
 FE2477
 FE2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0792294599(NAD 83)
 FE2477_MARKER: 57 = LOOKOUT TOWER
 FE2477
 FE2477  HISTORY     - Date     Condition        Report By
 FE2477  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2477  HISTORY     - 20040712 GOOD             USPSQD
 FE2477
 FE2477                          STATION DESCRIPTION
 FE2477
 FE2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2477'THE STATION IS THE CENTER OF THE TOP OF THE STATE FOREST LOOKOUT
 FE2477'TOWER LOCATED ABOUT 2-1/2 MILES NORTHEAST OF HICKORY VALLEY AND
 FE2477'ABOUT 7-3/4 MILES SOUTHWEST OF BOLIVAR. IT IS A FOUR LEGGED STEEL
 FE2477'TOWER WITH A GLASS ENCLOSED OBSERVATION PLATFORM AT THE TOP. THE
 FE2477'OVERALL HEIGHT IS ABOUT 90 FEET.
 FE2477'
 FE2477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FE2477'HIGHWAY 59 AT THE SOUTHWEST EDGE OF BOLIVAR, GO SOUTHWEST ON
 FE2477'STATE HIGHWAY 18 FOR 8.3 MILES TO THE TOWER ON THE LEFT.
 FE2477
 FE2477                          STATION RECOVERY (2004)
 FE2477
 FE2477'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2478 ***********************************************************************
 FE2478  DESIGNATION -  HICKORY VALLEY WEST RAD MAST
 FE2478  PID         -  FE2478
 FE2478  STATE/COUNTY-  TN/HARDEMAN
 FE2478  USGS QUAD   -  MIDDLEBURG (1980)
 FE2478
 FE2478                         *CURRENT SURVEY CONTROL
 FE2478  ___________________________________________________________________
 FE2478* NAD 83(1995)-  35 10 34.06036(N)    089 05 54.91488(W)     ADJUSTED  
 FE2478* NAVD 88     -                                                        
 FE2478  ___________________________________________________________________
 FE2478  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 FE2478  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2478
 FE2478  HORZ ORDER  -  THIRD
 FE2478
 FE2478.The horizontal coordinates were established by classical geodetic methods
 FE2478.and adjusted by the National Geodetic Survey in April 1999..
 FE2478
 FE2478
 FE2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2478
 FE2478.The geoid height was determined by GEOID03.
 FE2478
 FE2478;                    North         East     Units Scale Factor Converg.
 FE2478;SPC TN       -    97,976.728   317,786.312   MT  1.00001386   -1 48 50.5
 FE2478;SPC TN       -   321,445.32  1,042,603.93   sFT  1.00001386   -1 48 50.5
 FE2478;UTM  16      - 3,894,591.990   308,897.175   MT  1.00005010   -1 12 33.6
 FE2478
 FE2478                          SUPERSEDED SURVEY CONTROL
 FE2478
 FE2478  NAD 83(1995)-  35 10 34.06346(N)    089 05 54.91467(W) AD(       ) 4
 FE2478  NAD 83(1995)-  35 10 34.06749(N)    089 05 54.91615(W) AD(       ) 4
 FE2478  NAD 83(1986)-  35 10 34.07222(N)    089 05 54.91489(W) AD(       ) 4
 FE2478  NAD 27      -  35 10 33.76100(N)    089 05 54.68800(W) AD(       ) 3
 FE2478
 FE2478.Superseded values are not recommended for survey control.
 FE2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2478.See file dsdata.txt to determine how the superseded data were derived.
 FE2478
 FE2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD0889794592(NAD 83)
 FE2478_MARKER: 42 = RADIO/TV MAST
 FE2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2478+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE2478
 FE2478  HISTORY     - Date     Condition        Report By
 FE2478  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2478  HISTORY     - 20040712 GOOD             USPSQD
 FE2478
 FE2478                          STATION DESCRIPTION
 FE2478
 FE2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2478'THE STATION IS THE CENTER OF THE TOP OF THE WEST ONE OF TWO MASTS,
 FE2478'OWNED BY THE MID VALLEY PIPELINE COMPANY. IT IS LOCATED ABOUT 2
 FE2478'1/2 MILES NORTHEAST OF HICKORY VALLEY AND ABOUT 7-3/4 MILES SOUTHWEST
 FE2478'OF BOLIVAR. THE MASTS ARE TWIN UNIFORM CROSS-SECTION STEEL
 FE2478'STRUCTURES PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE. THE HEIGHT
 FE2478'IS 205 FEET AND THERE ARE TWO LARGE SQUARE REFLECTORS ATTACHED AT
 FE2478'THE TOP.
 FE2478'
 FE2478'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 FE2478'HIGHWAY 59 AT THE SOUTHWEST EDGE OF BOLIVAR, GO SOUTHWEST ON
 FE2478'STATE HIGHWAY 59 FOR 8.3 MILES TO A SIDE ROAD LEFT, JUST AFTER
 FE2478'PASSING A LOOKOUT TOWER. TURN LEFT ON DIRT ROAD AND GO 0.25 MILE TO
 FE2478'A T-ROAD. TURN LEFT AND FOLLOW WINDING DIRT ROAD FOR 0.65 MILE TO THE
 FE2478'MASTS ON THE LEFT.
 FE2478
 FE2478                          STATION RECOVERY (2004)
 FE2478
 FE2478'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0621 ***********************************************************************
 FD0621  DESIGNATION -  HICKS
 FD0621  PID         -  FD0621
 FD0621  STATE/COUNTY-  TN/RUTHERFORD
 FD0621  USGS QUAD   -  WALTERHILL (1998)
 FD0621
 FD0621                         *CURRENT SURVEY CONTROL
 FD0621  ___________________________________________________________________
 FD0621* NAD 83(1995)-  35 53 24.14870(N)    086 28 56.11112(W)     ADJUSTED  
 FD0621* NAVD 88     -       180.898  (meters)     593.50   (feet)  ADJUSTED  
 FD0621  ___________________________________________________________________
 FD0621  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FD0621  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0621  DYNAMIC HT  -         180.741 (meters)     592.98  (feet)  COMP
 FD0621  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 FD0621
 FD0621  HORZ ORDER  -  SECOND
 FD0621  VERT ORDER  -  SECOND    CLASS 0
 FD0621
 FD0621.The horizontal coordinates were established by classical geodetic methods
 FD0621.and adjusted by the National Geodetic Survey in April 1999..
 FD0621
 FD0621.The orthometric height was determined by differential leveling
 FD0621.and adjusted by the National Geodetic Survey in June 1991..
 FD0621
 FD0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0621
 FD0621.The geoid height was determined by GEOID03.
 FD0621
 FD0621.The dynamic height is computed by dividing the NAVD 88
 FD0621.geopotential number by the normal gravity value computed on the
 FD0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0621.degrees latitude (g = 980.6199 gals.).
 FD0621
 FD0621.The modeled gravity was interpolated from observed gravity values.
 FD0621
 FD0621;                    North         East     Units Scale Factor Converg.
 FD0621;SPC TN       -   172,822.526   556,460.404   MT  0.99994888   -0 16 56.4
 FD0621;SPC TN       -   567,001.90  1,825,653.84   sFT  0.99994888   -0 16 56.4
 FD0621;UTM  16      - 3,971,876.310   546,728.191   MT  0.99962690   +0 18 12.7
 FD0621
 FD0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0621!SPC TN       -   0.99997612  x   0.99994888  =   0.99992500
 FD0621!UTM  16      -   0.99997612  x   0.99962690  =   0.99960302
 FD0621
 FD0621:                Primary Azimuth Mark                     Grid Az
 FD0621:SPC TN       -  HICKS AZ MK                              030 53 03.2
 FD0621:UTM  16      -  HICKS AZ MK                              030 17 54.1
 FD0621
 FD0621|---------------------------------------------------------------------|
 FD0621| PID    Reference Object                     Distance      Geod. Az  |
 FD0621|                                                           dddmmss.s |
 FD0621| CG6058 HICKS AZ MK                                        0303606.8 |
 FD0621| CG6059 HICKS RM 1                           24.145 METERS 09017     |
 FD0621| CG6060 HICKS RM 2                           22.213 METERS 27032     |
 FD0621|---------------------------------------------------------------------|
 FD0621
 FD0621                          SUPERSEDED SURVEY CONTROL
 FD0621
 FD0621  NAD 83(1995)-  35 53 24.15478(N)    086 28 56.11391(W) AD(       ) 2
 FD0621  NAD 83(1986)-  35 53 24.15985(N)    086 28 56.11204(W) AD(       ) 2
 FD0621  NAD 27      -  35 53 23.92650(N)    086 28 56.14150(W) AD(       ) 2
 FD0621  NGVD 29 (??/??/92)  180.912  (m)          593.54   (f) ADJ UNCH    2 0
 FD0621
 FD0621.Superseded values are not recommended for survey control.
 FD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0621.See file dsdata.txt to determine how the superseded data were derived.
 FD0621
 FD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE4672871876(NAD 83)
 FD0621_MARKER: DS = TRIANGULATION STATION DISK
 FD0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0621_STAMPING: HICKS 1960
 FD0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0621+STABILITY: SURFACE MOTION
 FD0621
 FD0621  HISTORY     - Date     Condition        Report By
 FD0621  HISTORY     - 1960     MONUMENTED       CGS
 FD0621  HISTORY     - 1960     GOOD             CGS
 FD0621
 FD0621                          STATION DESCRIPTION
 FD0621
 FD0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0621'THE STATION IS ABOUT 6 MILES WEST OF MURFREESBORO AND ABOUT 6 MILES
 FD0621'SOUTH OF SMYRNA.
 FD0621'
 FD0621'TO REACH THE STATION FROM THE JUNCTION OF U S HWY 70S AND STATE HWY
 FD0621'102 IN SMYRNA, GO
 FD0621'SOUTHEAST ON U S HWY 70S FOR 4.8 MILES TO A SIDE ROAD ON
 FD0621'THE RIGHT, TURN RIGHT, SOUTH,
 FD0621'AND GO 2.25 MILES TO THE AZIMUTH MARK
 FD0621'ON THE RIGHT, CONTINUE SOUTH FOR 0.25 MILE TO A
 FD0621'METAL GATE ON THE
 FD0621'RIGHT, TURN RIGHT, WEST, THROUGH GATE AND GO 0.1 MILE TO THE
 FD0621'STATION.
 FD0621'
 FD0621'THE STATION IS 3.0 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 FD0621'FENCE LINE.  IT IS A
 FD0621'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 FD0621'CONCRETE POST, FLUSH, AND STAMPED
 FD0621'HICKS 1960.
 FD0621'
 FD0621'REFERENCE MARK NO 1 IS 1 FOOT SOUTH OF A FENCE LINE.  IT IS A
 FD0621'STANDARD DISK SET IN A
 FD0621'10-INCH SQUARE CONCRETE POST, FLUSH, AND STAMPED HICKS NO 1
 FD0621'1960.
 FD0621'
 FD0621'REFERENCE MARK NO 2 IS 1 FOOT SOUTH OF A FENCE LINE.  IT IS A
 FD0621'STANDARD DISK SET IN A
 FD0621'10-INCH SQUARE CONCRETE POST, FLUSH, AND STAMPED HICKS NO 2
 FD0621'1960.
 FD0621'
 FD0621'AZIMUTH MARK IS 81 FEET EAST OF A POWER LINE POLE, 26 FEET NORTH OF
 FD0621'THE CENTER OF AN OILED
 FD0621'ROAD, 1.7 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF
 FD0621'A FENCE LINE.  IT IS A
 FD0621'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 FD0621'POST, FLUSH, AND STAMPED HICKS 1960.
 FD0621'
 FD0621'HEIGHT OF LIGHT ABOVE STATION MARK 26.19 METERS.
 FD0621
 FD0621                          STATION RECOVERY (1960)
 FD0621
 FD0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0621'9.8 MI NW FROM MURFREESBORO.
 FD0621'FROM THE JUNCTION OF U.S. HIGHWAY 70S, 41 AND 231 IN EAST
 FD0621'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0621'5.4 MILES NORTHWEST ON INTERSTATE HIGHWAY 24, THEN ABOUT 1.25 MILES
 FD0621'WEST ON MANSON PIKE, THEN 1.0 MILE NORTH ON HICKS ROAD TO A
 FD0621'GATE, PASS THROUGH THE GATE AND GO 0.1 MILE WEST TO THE STATION.
 FD0621'THE STATION MARK IS 3.0 FT. EAST OF A WITNESS SIGN AND 1 FT.
 FD0621'SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0621'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2606 ***********************************************************************
 GB2606  DESIGNATION -  HICKS
 GB2606  PID         -  GB2606
 GB2606  STATE/COUNTY-  TN/MORGAN
 GB2606  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2606
 GB2606                         *CURRENT SURVEY CONTROL
 GB2606  ___________________________________________________________________
 GB2606* NAD 83(1995)-  36 10 16.78625(N)    084 39 06.01315(W)     ADJUSTED  
 GB2606* NAVD 88     -       447.4    (meters)    1468.     (feet)  VERTCON   
 GB2606  ___________________________________________________________________
 GB2606  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 GB2606  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GB2606
 GB2606  HORZ ORDER  -  SECOND
 GB2606
 GB2606.The horizontal coordinates were established by classical geodetic methods
 GB2606.and adjusted by the National Geodetic Survey in April 1999..
 GB2606
 GB2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2606
 GB2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2606
 GB2606.The geoid height was determined by GEOID03.
 GB2606
 GB2606;                    North         East     Units Scale Factor Converg.
 GB2606;SPC TN       -   204,761.059   721,298.872   MT  0.99996567   +0 47 21.7
 GB2606;SPC TN       -   671,786.91  2,366,461.38   sFT  0.99996567   +0 47 21.7
 GB2606;UTM  16      - 4,005,507.080   711,208.717   MT  1.00014968   +1 23 11.4
 GB2606
 GB2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2606!SPC TN       -   0.99993436  x   0.99996567  =   0.99990003
 GB2606!UTM  16      -   0.99993436  x   1.00014968  =   1.00008403
 GB2606
 GB2606|---------------------------------------------------------------------|
 GB2606| PID    Reference Object                     Distance      Geod. Az  |
 GB2606|                                                           dddmmss.s |
 GB2606| DB9965 HICKS RM 1                            8.562 METERS 01157     |
 GB2606| GB2608 PILOT MTN SO RR MICROWAVE MAST      APPROX. 1.5 KM 0155044.2 |
 GB2606| DB9966 HICKS RM 2                            8.670 METERS 11449     |
 GB2606| DB9964 HICKS AZ MK                                        3163659.7 |
 GB2606|---------------------------------------------------------------------|
 GB2606
 GB2606                          SUPERSEDED SURVEY CONTROL
 GB2606
 GB2606  NAD 83(1995)-  36 10 16.79093(N)    084 39 06.01416(W) AD(       ) 2
 GB2606  NAD 83(1995)-  36 10 16.79358(N)    084 39 06.01740(W) AD(       ) 2
 GB2606  NAD 83(1986)-  36 10 16.79711(N)    084 39 06.01390(W) AD(       ) 2
 GB2606  NAD 27      -  36 10 16.52535(N)    084 39 06.21190(W) AD(       ) 2
 GB2606  NGVD 29 (07/19/86)  447.5    (m)         1468.     (f) VERT ANG       
 GB2606
 GB2606.Superseded values are not recommended for survey control.
 GB2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2606.See file dsdata.txt to determine how the superseded data were derived.
 GB2606
 GB2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF1120905507(NAD 83)
 GB2606_MARKER: DD = SURVEY DISK
 GB2606_SETTING: 0 = UNSPECIFIED SETTING
 GB2606
 GB2606  HISTORY     - Date     Condition        Report By
 GB2606  HISTORY     - 1965     MONUMENTED       TNHD
 GB2606
 GB2606                          STATION DESCRIPTION
 GB2606
 GB2606'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2606'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF WARTBURG ON THE
 GB2606'PROPERTY OF MR. JOE HICKS.
 GB2606'
 GB2606'TO REACH THE STATION FROM THE POST OFFICE IN WARTBURG, GO NORTHERLY
 GB2606'ON U.S. HIGHWAY 27 FOR 6.5 MILES TO THE STATION ON THE RIGHT, ABOUT
 GB2606'100 YARDS EAST OF THE HIGHWAY AND AT THE WEST EDGE OF A WOODS.
 GB2606'
 GB2606'THE STATION IS 9 FEET SOUTHWEST OF A 4-INCH, TWIN-TRUNKED, PINE TREE
 GB2606'AND 2.6 FEET SOUTHWEST OF A WITNESS POST AND SIGN.  THE MARKS ARE
 GB2606'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2606'HICKS 1965, BOTH MARKS ARE SUBSURFACE, ONE BEING ABOUT 40
 GB2606'INCHES BELOW THE SURFACE AND THE OTHER ABOUT 12 INCHES BELOW.
 GB2606'
 GB2606'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE WEST EDGE OF THE WOODS
 GB2606'AND 11 FEET NORTHWEST OF A 10 INCH OAK TREE. IT IS A STANDARD
 GB2606'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2606'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HICKS RM-1
 GB2606'1965.
 GB2606'
 GB2606'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE WEST EDGE OF THE WOODS
 GB2606'AND 10 FEET SOUTH OF A 4-INCH, TWIN-TRUNKED OAK TREE. IT IS A
 GB2606'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2606'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2606'HICKS RM-2 1965.
 GB2606'
 GB2606'THE AZIMUTH MARK IS 23 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GB2606'HIGHWAY 27 AND 2.5 FEET NORTH OF A WITNESS POST AND SIGN. IT IS A
 GB2606'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2606'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2606'HICKS AZI 1965.
 GB2606'
 GB2606'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON
 GB2606'U.S. HIGHWAY 27 FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GB2606'
 GB2606'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2606'
 GB2606'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0622 ***********************************************************************
 FD0622  DESIGNATION -  HICKS RM 1
 FD0622  PID         -  FD0622
 FD0622  STATE/COUNTY-  TN/RUTHERFORD
 FD0622  USGS QUAD   -  WALTERHILL (1998)
 FD0622
 FD0622                         *CURRENT SURVEY CONTROL
 FD0622  ___________________________________________________________________
 FD0622* NAD 83(1986)-  35 53 24.     (N)    086 28 56.     (W)     SCALED    
 FD0622* NAVD 88     -       180.038  (meters)     590.67   (feet)  ADJUSTED  
 FD0622  ___________________________________________________________________
 FD0622  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0622  DYNAMIC HT  -         179.882 (meters)     590.16  (feet)  COMP
 FD0622  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 FD0622
 FD0622  VERT ORDER  -  SECOND    CLASS 0
 FD0622
 FD0622.The horizontal coordinates were scaled from a topographic map and have
 FD0622.an estimated accuracy of +/- 6 seconds.
 FD0622
 FD0622.The orthometric height was determined by differential leveling
 FD0622.and adjusted by the National Geodetic Survey in June 1991..
 FD0622
 FD0622.The geoid height was determined by GEOID03.
 FD0622
 FD0622.The dynamic height is computed by dividing the NAVD 88
 FD0622.geopotential number by the normal gravity value computed on the
 FD0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0622.degrees latitude (g = 980.6199 gals.).
 FD0622
 FD0622.The modeled gravity was interpolated from observed gravity values.
 FD0622
 FD0622;                    North         East    Units  Estimated Accuracy
 FD0622;SPC TN       -   172,820.      556,460.      MT  (+/- 180 meters Scaled)
 FD0622
 FD0622                          SUPERSEDED SURVEY CONTROL
 FD0622
 FD0622  NGVD 29 (??/??/92)  180.052  (m)          590.72   (f) ADJ UNCH    2 0
 FD0622
 FD0622.Superseded values are not recommended for survey control.
 FD0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0622.See file dsdata.txt to determine how the superseded data were derived.
 FD0622
 FD0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE467718(NAD 83)
 FD0622_MARKER: DR = REFERENCE MARK DISK
 FD0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0622_STAMPING: HICKS NO 1 1960
 FD0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0622+STABILITY: SURFACE MOTION
 FD0622
 FD0622  HISTORY     - Date     Condition        Report By
 FD0622  HISTORY     - 1960     MONUMENTED       CGS
 FD0622
 FD0622                          STATION DESCRIPTION
 FD0622
 FD0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0622'9.8 MI NW FROM MURFREESBORO.
 FD0622'THIS MARK IS LOCATED AT THE HICKS 1960 STATION SITE, 79.2 FT.
 FD0622'EAST OF THE STATION MARK AND 1 FT. SOUTH OF A FENCE.  THE DISK
 FD0622'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 FD0622'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0620 ***********************************************************************
 FD0620  DESIGNATION -  HICKS RM 2
 FD0620  PID         -  FD0620
 FD0620  STATE/COUNTY-  TN/RUTHERFORD
 FD0620  USGS QUAD   -  WALTERHILL (1998)
 FD0620
 FD0620                         *CURRENT SURVEY CONTROL
 FD0620  ___________________________________________________________________
 FD0620* NAD 83(1986)-  35 53 24.     (N)    086 28 56.     (W)     SCALED    
 FD0620* NAVD 88     -       181.259  (meters)     594.68   (feet)  ADJUSTED  
 FD0620  ___________________________________________________________________
 FD0620  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0620  DYNAMIC HT  -         181.101 (meters)     594.16  (feet)  COMP
 FD0620  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 FD0620
 FD0620  VERT ORDER  -  SECOND    CLASS 0
 FD0620
 FD0620.The horizontal coordinates were scaled from a topographic map and have
 FD0620.an estimated accuracy of +/- 6 seconds.
 FD0620
 FD0620.The orthometric height was determined by differential leveling
 FD0620.and adjusted by the National Geodetic Survey in June 1991..
 FD0620
 FD0620.The geoid height was determined by GEOID03.
 FD0620
 FD0620.The dynamic height is computed by dividing the NAVD 88
 FD0620.geopotential number by the normal gravity value computed on the
 FD0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0620.degrees latitude (g = 980.6199 gals.).
 FD0620
 FD0620.The modeled gravity was interpolated from observed gravity values.
 FD0620
 FD0620;                    North         East    Units  Estimated Accuracy
 FD0620;SPC TN       -   172,820.      556,460.      MT  (+/- 180 meters Scaled)
 FD0620
 FD0620                          SUPERSEDED SURVEY CONTROL
 FD0620
 FD0620  NGVD 29 (??/??/92)  181.273  (m)          594.73   (f) ADJ UNCH    2 0
 FD0620
 FD0620.Superseded values are not recommended for survey control.
 FD0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0620.See file dsdata.txt to determine how the superseded data were derived.
 FD0620
 FD0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE467718(NAD 83)
 FD0620_MARKER: DR = REFERENCE MARK DISK
 FD0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0620_STAMPING: HICKS NO 2 1960
 FD0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0620+STABILITY: SURFACE MOTION
 FD0620
 FD0620  HISTORY     - Date     Condition        Report By
 FD0620  HISTORY     - 1960     MONUMENTED       CGS
 FD0620
 FD0620                          STATION DESCRIPTION
 FD0620
 FD0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0620'9.8 MI NW FROM MURFREESBORO.
 FD0620'THIS MARK IS LOCATED AT THE HICKS 1960 STATION SITE, 73 FT.
 FD0620'WEST OF THE STATION MARK AND 1 FT. SOUTH OF A FENCE.  THE DISK
 FD0620'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 FD0620'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1217 ***********************************************************************
 FE1217  DESIGNATION -  HIGH
 FE1217  PID         -  FE1217
 FE1217  STATE/COUNTY-  TN/SHELBY
 FE1217  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1217
 FE1217                         *CURRENT SURVEY CONTROL
 FE1217  ___________________________________________________________________
 FE1217* NAD 83(1995)-  35 08 49.47940(N)    089 56 41.81106(W)     ADJUSTED  
 FE1217* NAVD 88     -        87.269  (meters)     286.31   (feet)  ADJUSTED  
 FE1217  ___________________________________________________________________
 FE1217  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE1217  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1217  DYNAMIC HT  -          87.190 (meters)     286.06  (feet)  COMP
 FE1217  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1217
 FE1217  HORZ ORDER  -  SECOND
 FE1217  VERT ORDER  -  SECOND    CLASS 0
 FE1217
 FE1217.The horizontal coordinates were established by classical geodetic methods
 FE1217.and adjusted by the National Geodetic Survey in April 1999..
 FE1217
 FE1217.The orthometric height was determined by differential leveling
 FE1217.and adjusted by the National Geodetic Survey in June 1991..
 FE1217
 FE1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1217
 FE1217.The geoid height was determined by GEOID03.
 FE1217
 FE1217.The dynamic height is computed by dividing the NAVD 88
 FE1217.geopotential number by the normal gravity value computed on the
 FE1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1217.degrees latitude (g = 980.6199 gals.).
 FE1217
 FE1217.The modeled gravity was interpolated from observed gravity values.
 FE1217
 FE1217;                    North         East     Units Scale Factor Converg.
 FE1217;SPC TN       -    97,530.101   240,608.777   MT  1.00001976   -2 18 34.3
 FE1217;SPC TN       -   319,980.01    789,397.30   sFT  1.00001976   -2 18 34.3
 FE1217;UTM  16      - 3,893,324.919   231,710.247   MT  1.00048719   -1 41 46.9
 FE1217;UTM  15      - 3,893,627.645   778,323.674   MT  1.00055480   +1 45 35.5
 FE1217
 FE1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1217!SPC TN       -   0.99999059  x   1.00001976  =   1.00001035
 FE1217!UTM  16      -   0.99999059  x   1.00048719  =   1.00047778
 FE1217!UTM  15      -   0.99999059  x   1.00055480  =   1.00054539
 FE1217
 FE1217:                Primary Azimuth Mark                     Grid Az
 FE1217:SPC TN       -  HIGH AZ MK                               019 52 20.0
 FE1217:UTM  16      -  HIGH AZ MK                               019 15 32.6
 FE1217:UTM  15      -  HIGH AZ MK                               015 48 10.2
 FE1217
 FE1217|---------------------------------------------------------------------|
 FE1217| PID    Reference Object                     Distance      Geod. Az  |
 FE1217|                                                           dddmmss.s |
 FE1217| FE1214 HIGH AZ MK                                         0173345.7 |
 FE1217| FE1213 HIGH RM 1                            24.054 METERS 03645     |
 FE1217| FE1216 HIGH RM 3                            27.982 METERS 12339     |
 FE1217| FE2575 LESTER                              APPROX. 1.8 KM 2731403.8 |
 FE1217| FE1215 HIGH RM 2                            32.254 METERS 29201     |
 FE1217|---------------------------------------------------------------------|
 FE1217
 FE1217                          SUPERSEDED SURVEY CONTROL
 FE1217
 FE1217  NAD 83(1995)-  35 08 49.48196(N)    089 56 41.81017(W) AD(       ) 2
 FE1217  NAD 83(1995)-  35 08 49.48479(N)    089 56 41.81073(W) AD(       ) 2
 FE1217  NAD 83(1986)-  35 08 49.48983(N)    089 56 41.81189(W) AD(       ) 2
 FE1217  NAD 27      -  35 08 49.16870(N)    089 56 41.49350(W) AD(       ) 2
 FE1217  NGVD 29 (??/??/??)   87.245  (m)          286.24   (f) ADJUSTED    2 0
 FE1217
 FE1217.Superseded values are not recommended for survey control.
 FE1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1217.See file dsdata.txt to determine how the superseded data were derived.
 FE1217
 FE1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3171093325(NAD 83)
 FE1217_MARKER: DE = TRAVERSE STATION DISK
 FE1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1217_STAMPING: HIGH 1959
 FE1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1217+STABILITY: SURFACE MOTION
 FE1217
 FE1217  HISTORY     - Date     Condition        Report By
 FE1217  HISTORY     - 1959     MONUMENTED       CGS
 FE1217  HISTORY     - 1968     GOOD             CGS
 FE1217  HISTORY     - 1968     GOOD             CGS
 FE1217  HISTORY     - 19950610 MARK NOT FOUND   TN1620
 FE1217
 FE1217                          STATION DESCRIPTION
 FE1217
 FE1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1217'THE STATION IS LOCATED ABOUT 6.0 MILES EAST OF THE DOWNTOWN SECTION
 FE1217'OF MEMPHIS, 4.0 MILES EAST OF THE MAIN SEARS, ROEBUCK AND CO.
 FE1217'STORE BUILDING, 0.15 MILE SOUTH OF THE INTERSECTION OF SUMMER AVE.
 FE1217'(U.S. HIGHWAY 70) AND N. HIGHLAND ST., AND IN THE SOUTHWEST ANGLE
 FE1217'OF THE INTERSECTION OF GALLAWAY AND N. HIGHLAND STREETS.
 FE1217'
 FE1217'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED HIGH 1959,
 FE1217'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 FE1217'FLUSH WITH THE GROUND.  IT IS 108 FEET WEST OF THE CENTER OF N.
 FE1217'HIGHLAND STREET, AND 35 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FE1217'HELLINIC ANNUNCIATION GREEK ORTHODOX CHURCH.
 FE1217'
 FE1217'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION DISK
 FE1217'STAMPED HIGH 1959 AND IS SET ABOUT 30 INCHES BELOW THE SURFACE OF
 FE1217'THE GROUND.
 FE1217'
 FE1217'REFERENCE MARK 1, A STANDARD DISK STAMPED HIGH NO 1 1959, IS SET IN A
 FE1217'DRILL HOLE IN A CONCRETE WALK.  IT IS 63 FEET WEST OF THE CENTER OF
 FE1217'N. HIGHLAND STREET, 45 FEET EAST OF THE SOUTHEAST CORNER OF THE
 FE1217'CHURCH, AND IS ABOUT 1 FOOT SOUTH OF THE NORTH EDGE OF THE WALK.
 FE1217'
 FE1217'REFERENCE MARK 2, A STANDARD DISK STAMPED HIGH NO 2 1959, IS SET IN A
 FE1217'DRILL HOLE IN THE CONCRETE APRON AT THE SOUTH DOOR OF THE
 FE1217'CHURCH.  IT IS 4 FEET SOUTH OF THE SOUTH DOOR OF THE CHURCH.
 FE1217'
 FE1217'THE AZIMUTH MARK, A STANDARD DISK STAMPED HIGH 1959, IS SET IN A
 FE1217'DRILL HOLE IN AN EAST-WEST CONCRETE WALK.  IT IS 36 FEET EAST OF
 FE1217'THE CENTER OF N. HIGHLAND STREET, 15 FEET NORTH OF THE CENTER OF
 FE1217'FORREST AVE., 6 FEET EAST OF THE SIDEWALK INTERSECTION, AND 1 FOOT
 FE1217'NORTH OF THE SOUTH EDGE OF THE WALK.
 FE1217'
 FE1217'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG N. HIGHLAND
 FE1217'STREET FOR ABOUT 0.1 MILE TO THE INTERSECTION OF N. HIGHLAND STREET
 FE1217'AND FORREST AVE. AND THE MARK AS DESCRIBED.
 FE1217'
 FE1217'HEIGHT OF LIGHT ABOVE STATION MARK 30.32 METERS.
 FE1217
 FE1217                          STATION RECOVERY (1968)
 FE1217
 FE1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE1217'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT
 FE1217'GOOD CONDITION.  THE STATION MARK WILL NOW BE QUITE CLOSE TO THE
 FE1217'EAST WALL OF A NEW WING BEING BUILT ONTO THE HELLENIC ORTHODOX
 FE1217'CHURCH, BUT WAS UNDISTURBED BY THE CONSTRUCTION WORK WHEN THE
 FE1217'CONCRETE FOOTINGS FOR THE NEW STRUCTURE WERE POURED.  IT WAS THE
 FE1217'DESIRE OF THE REVEREND NICHOLAS L. VIERON THAT THE MARK REMAIN
 FE1217'IN ITS ORIGINAL POSITION, RATHER THAN MOVE IT, AS HE FEARED
 FE1217'SOME FUTURE CONSTRUCTION WOULD AGAIN PLACE THE MOVED MARK IN
 FE1217'DANGER.
 FE1217'
 FE1217'A DISCREPANCY OF 0.08 OF A FOOT IN MEASUREMENT, 00 DEG 01 MIN 24
 FE1217'SEC IN ANGLE AND + 0.023 OF A FOOT IN ELEVATION WAS NOTED FOR
 FE1217'REFERENCE MARK NO. 1.  A DISCREPANCY OF 0.16 OF A FOOT IN
 FE1217'MEASUREMENT, 00 DEG 00 MIN 20.9 SEC IN ANGLE AND - 0.100 OF A FOOT
 FE1217'IN ELEVATION WAS NOTED FOR REFERENCE MARK NO. 2.  FROM ALL
 FE1217'VISIBLE EVIDENCE IT IS ASSUMED THAT THE STATION MARK WAS IN NO
 FE1217'WAY DISTURBED, BUT THAT BOTH REFERENCE MARKS COULD HAVE
 FE1217'MOVED AS THEY ARE SET IN DRILL HOLES IN A CONCRETE WALK AND
 FE1217'A SMALL CONCRETE ENTRANCE SLAB THAT SHOWS VISIBLE EVIDENCE OF
 FE1217'HAVING SETTLED AND SEPARATING FROM THE DOORWAY.
 FE1217'
 FE1217'AS THE ORIGINAL REFERENCE MARK NO. 2 WILL BE OBSTRUCTED FROM THE
 FE1217'STATION BY THE NEW ADDITION, A NEW REFERENCE MARK NO. 3 WAS
 FE1217'ESTABLISHED AND ELEVATIONS TRANSFERRED TO IT WERE CORRECTED THROUGH
 FE1217'THE STATION MARK, WHICH IS BELIEVED TO BE THE MOST NEARLY CORRECT
 FE1217'AS A BENCH MARK.
 FE1217'
 FE1217'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1217'
 FE1217'THE STATION IS LOCATED ON THE GROUNDS OF THE HELLENIC ORTHODOX
 FE1217'CHURCH IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF NORTH HIGHLAND
 FE1217'STREET AND GALLOWAY AVENUE, ABOUT 6 MILES EAST-NORTHEAST OF
 FE1217'DOWNTOWN MEMPHIS.
 FE1217'
 FE1217'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE (U. S.
 FE1217'HIGHWAY 70) AND NORTH HIGHLAND STREET IN NORTHEAST MEMPHIS, GO
 FE1217'SOUTH ON NORTH HIGHLAND STREET FOR 0.05 OF A MILE TO FORREST AVENUE
 FE1217'AND THE AZIMUTH MARK ON THE LEFT IN THE NORTHEAST ANGLE AS
 FE1217'DESCRIBED.  CONTINUE SOUTH ON NORTH HIGHLAND STREET FOR 0.1 MILE
 FE1217'TO THE HELLENIC ORTHODOX CHURCH ON THE RIGHT AND THE STATION AS
 FE1217'DESCRIBED.
 FE1217'
 FE1217'THE STATION IS 108 FEET WEST OF THE APPROXIMATE CENTER OF NORTH
 FE1217'HIGHLAND STREET, 61 FEET SOUTH OF THE CENTER OF THE SOUTHEAST
 FE1217'ENTRANCE INTO THE CHURCH, 55.5 FEET WEST-SOUTHWEST OF A LARGE
 FE1217'FORKED TRUNKED OAK TREE, 40 FEET NORTH OF THE SOUTHEAST CORNER
 FE1217'OF THE SOUTH WING OF THE CHURCH, AND 1.4 FEET EAST OF THE EAST
 FE1217'WALL OF THE SOUTHEAST WING.  IT IS A STANDARD DISK SET IN THE
 FE1217'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT
 FE1217'2 INCHES AND THE DISK IS STAMPED HIGH 1959.
 FE1217'
 FE1217'REFERENCE MARK NO. 1 IS 63 FEET WEST OF THE APPROXIMATE CENTER OF
 FE1217'NORTH HIGHLAND STREET, 54 FEET NORTH-NORTHWEST OF THE SOUTHEAST
 FE1217'CORNER OF THE MAIN CHURCH BUILDING, 30 FEET NORTH OF A LARGE
 FE1217'FORKED TRUNKED OAK TREE, AND 1.3 FEET SOUTH OF THE NORTH EDGE OF
 FE1217'THE SIDEWALK LEADING TO THE SOUTHEAST ENTRANCE INTO THE CHURCH.
 FE1217'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK
 FE1217'LEADING TO THE CHURCH ENTRANCE AND THE DISK IS STAMPED HIGH NO
 FE1217'1 1959.
 FE1217'
 FE1217'REFERENCE MARK NO. 2 IS 58 FEET WEST OF THE WEST WALL OF THE
 FE1217'SOUTHEAST WING, 34 FEET EAST OF THE SOUTHWEST CORNER OF THE MAIN
 FE1217'CHURCH BUILDING AND 3.1 FEET SOUTH OF THE EAST EDGE OF A SMALL
 FE1217'DOOR IN THE SOUTH WALL OF THE MAIN BUILDING.  IT IS A STANDARD
 FE1217'DISK CEMENTED IN A DRILL HOLE NEAR THE SOUTHEAST CORNER OF A
 FE1217'SMALL, CONCRETE, ENTRANCE SLAB AND THE DISK IS STAMPED HIGH
 FE1217'NO 2 1959.
 FE1217'
 FE1217'REFERENCE MARK NO. 3 IS 79 FEET EAST OF THE SOUTHEAST CORNER
 FE1217'OF THE SOUTHEAST WING, 31 FEET WEST OF THE APPROXIMATE CENTER OF
 FE1217'NORTH HIGHLAND STREET, 8.5 FEET SOUTH OF A POWERLINE POLE WITH A
 FE1217'LARGE ROD TYPE BREAKER SWITCH ATTACHED, AND 5 FEET EAST OF THE
 FE1217'EAST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF NORTH HIGHLAND
 FE1217'STREET.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP
 FE1217'OF THE CONCRETE CURB ALONG THE WEST EDGE OF NORTH HIGHLAND
 FE1217'STREET AND THE DISK IS STAMPED HIGH 1959 NO 3 1968.
 FE1217'
 FE1217'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE1217'REFERENCE MARK NO. 3 IS 117.73 FEET - (35.884) METERS.
 FE1217'
 FE1217'THE AZIMUTH MARK IS 42 FEET EAST OF THE APPROXIMATE CENTER OF NORTH
 FE1217'HIGHLAND STREET, 35 FEET NORTH-NORTHWEST AND ACROSS FORREST AVENUE
 FE1217'FROM A FIRE HYDRANT, 19 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1217'FORREST AVENUE, 2.6 FEET NORTHEAST OF A CONCRETE STREET MARKER
 FE1217'POST, AND 1.2 FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK ALONG
 FE1217'THE SOUTH SIDE OF FORREST AVENUE.  IT IS A STANDARD DISK
 FE1217'CEMENTED IN A DRILL HOLE IN THE SIDEWALK AND THE DISK IS STAMPED
 FE1217'HIGH 1959.
 FE1217'
 FE1217'DUE TO THE LOCATION OF ALL MARKS AT THIS STATION, NO WITNESS POST
 FE1217'WERE SET.
 FE1217'
 FE1217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHEAST
 FE1217'SECTION OF MEMPHIS.
 FE1217
 FE1217                          STATION RECOVERY (1968)
 FE1217
 FE1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FE1217'IN MEMPHIS.
 FE1217'THIS MARK IS AT THE HIGH 1959 TRAVERSE STATION SITE ON THE GROUNDS
 FE1217'OF THE HELLENIC ORTHODOX CHURCH IN THE SOUTHWEST ANGLE OF THE
 FE1217'INTERSECTION OF NORTH HIGHLAND STREET AND GALLOWAY AVENUE, ABOUT
 FE1217'6 MILES EAST-NORTHEAST OF DOWNTOWN MEMPHIS AND 0.15 OF A MILE
 FE1217'SOUTH OF THE INTERSECTION OF SUMMER AVENUE (U.S. HIGHWAY 70) AND
 FE1217'NORTH HIGHLAND STREET.  IT IS 108 FEET WEST OF THE APPROXIMATE
 FE1217'CENTER OF NORTH HIGHLAND STREET, 91.80 FEET NORTHWEST OF REFERENCE
 FE1217'MARK NO. 3, 78.91 FEET SOUTH-SOUTHWEST OF REFERENCE MARK NO. 1,
 FE1217'61 FEET SOUTH OF THE CENTER OF THE SOUTHEAST ENTRANCE INTO THE
 FE1217'CHURCH, 55.5 FEET WEST-SOUTHWEST OF A LARGE, FORKED TRUNKED OAK
 FE1217'TREE, 40 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTH WING
 FE1217'OF THE CHURCH, AND 1.4 FEET EAST OF THE EAST WALL OF THE SOUTHEAST
 FE1217'WING.  IT IS A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF
 FE1217'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 FE1217'AND THE DISK IS STAMPED HIGH 1959.
 FE1217
 FE1217                          STATION RECOVERY (1995)
 FE1217
 FE1217'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2489 ***********************************************************************
 GB2489  DESIGNATION -  HIGH
 GB2489  PID         -  GB2489
 GB2489  STATE/COUNTY-  TN/CAMPBELL
 GB2489  USGS QUAD   -  JELLICO EAST (1982)
 GB2489
 GB2489                         *CURRENT SURVEY CONTROL
 GB2489  ___________________________________________________________________
 GB2489* NAD 83(1995)-  36 34 22.86869(N)    084 06 00.84502(W)     ADJUSTED  
 GB2489* NAVD 88     -       664.4    (meters)    2180.     (feet)  VERTCON   
 GB2489  ___________________________________________________________________
 GB2489  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GB2489  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 GB2489
 GB2489  HORZ ORDER  -  SECOND
 GB2489
 GB2489.The horizontal coordinates were established by classical geodetic methods
 GB2489.and adjusted by the National Geodetic Survey in April 1999..
 GB2489
 GB2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2489
 GB2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2489
 GB2489.The geoid height was determined by GEOID03.
 GB2489
 GB2489;                    North         East     Units Scale Factor Converg.
 GB2489;SPC TN       -   250,149.468   770,036.786   MT  1.00003147   +1 06 43.9
 GB2489;SPC TN       -   820,698.71  2,526,362.36   sFT  1.00003147   +1 06 43.9
 GB2489;SPC KY1Z     - 1,027,908.332 1,647,681.487   MT  1.00016112   +1 00 46.4
 GB2489;SPC KY1Z     - 3,372,395.92  5,405,768.35   sFT  1.00016112   +1 00 46.4
 GB2489;SPC KY S     -   527,888.299   647,662.750   MT  1.00003296   +1 00 01.9
 GB2489;SPC KY S     - 1,731,913.53  2,124,873.54   sFT  1.00003296   +1 00 01.9
 GB2489;UTM  16      - 4,051,422.037   759,477.597   MT  1.00042959   +1 43 43.6
 GB2489
 GB2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2489!SPC TN       -   0.99990045  x   1.00003147  =   0.99993191
 GB2489!SPC KY1Z     -   0.99990045  x   1.00016112  =   1.00006155
 GB2489!SPC KY S     -   0.99990045  x   1.00003296  =   0.99993340
 GB2489!UTM  16      -   0.99990045  x   1.00042959  =   1.00032999
 GB2489
 GB2489|---------------------------------------------------------------------|
 GB2489| PID    Reference Object                     Distance      Geod. Az  |
 GB2489|                                                           dddmmss.s |
 GB2489| DB9967 HIGH RM 1                            11.048 METERS 00229     |
 GB2489| DB9968 HIGH RM 2                            16.861 METERS 29522     |
 GB2489| GB0137 JELL                                APPROX. 1.5 KM 3044828.2 |
 GB2489|---------------------------------------------------------------------|
 GB2489
 GB2489                          SUPERSEDED SURVEY CONTROL
 GB2489
 GB2489  NAD 83(1995)-  36 34 22.86853(N)    084 06 00.84526(W) AD(       ) 2
 GB2489  NAD 83(1995)-  36 34 22.88003(N)    084 06 00.84751(W) AD(       ) 2
 GB2489  NAD 83(1986)-  36 34 22.88081(N)    084 06 00.84707(W) AD(       ) 2
 GB2489  NAD 27      -  36 34 22.57600(N)    084 06 01.08580(W) AD(       ) 2
 GB2489  NGVD 29 (07/19/86)  664.5    (m)         2180.     (f) VERT ANG       
 GB2489
 GB2489.Superseded values are not recommended for survey control.
 GB2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2489.See file dsdata.txt to determine how the superseded data were derived.
 GB2489
 GB2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5947851422(NAD 83)
 GB2489_MARKER: DS = TRIANGULATION STATION DISK
 GB2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2489
 GB2489  HISTORY     - Date     Condition        Report By
 GB2489  HISTORY     - 1961     MONUMENTED       CGS
 GB2489
 GB2489                          STATION DESCRIPTION
 GB2489
 GB2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2489'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE BUSINESS
 GB2489'DISTRICT IN JELLICO AND
 GB2489'ON THE SAME HIGH RIDGE AS STATION HIGHCLIFF 1950.
 GB2489'
 GB2489'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO WEST, ON
 GB2489'MAIN STREET AND U.S.
 GB2489'HIGHWAY 25W FOR 0.15 MILE TO A TRAFFIC LIGHT.  TURN LEFT
 GB2489'AND FOLLOW U.S.  HIGHWAY 25W
 GB2489'SOUTHEASTERLY FOR 0.9 MILE TO A SIDE
 GB2489'ROAD ON THE RIGHT AT THE CROUCHES CREEK BAPTIST
 GB2489'CHURCH.  TURN RIGHT
 GB2489'ON A HARD SURFACE ROAD AND GO 0.15 MILE TO A FORK.  KEEP LEFT AND
 GB2489'GO 0.15 MILE TO
 GB2489'THE INTERSTATE HIGHWAY NOW UNDER CONSTRUCTION.  PROCEED
 GB2489'ACROSS CONSTRUCTION 0.2 MILE TO
 GB2489'A GRAVELED ROAD, FOLLOW THE GRAVELED
 GB2489'ROAD KEEPING TO THE RIGHT FOR 50 YARDS, THEN TURN
 GB2489'SHARP LEFT UP THE
 GB2489'HILL AND FOLLOW THE TRACK ROAD FOR 1.35 MILES TO A SADDLE.  TURN
 GB2489'LEFT, FOLLOWING
 GB2489'ALONG THE RIDGE FOR 0.45 MILE TO THE HIGHEST POINT AT
 GB2489'4 POLES AND TELEVISION ANTENNAS
 GB2489'AND THE STATION AS DESCRIBED.  ( A
 GB2489'4-WHEEL DRIVE)
 GB2489'
 GB2489'THE STATION MARK IS A STANDARD DISK, STAMPED HIGH 1961, SET IN A
 GB2489'CONCRETE MONUMENT
 GB2489'WHICH IS FLUSH.  IT IS 11 FEET NORTHWEST OF THE CENTER OF A
 GB2489'TRACK ROAD, 7 FEET EAST OF
 GB2489'A 24-INCH TRIANGULAR BLAZED TREE, AND 2.9
 GB2489'FEET EAST OF A WITNESS SIGN.
 GB2489'
 GB2489'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HIGH NO 1 1961,
 GB2489'CEMENTED IN A DRILL HOLE IN
 GB2489'OUTCROPPING BEDROCK, FLUSH.  THE BEDROCK PROJECTS 3
 GB2489'FEET ON THE NORTH SIDE.  THE
 GB2489'MARK IS 36 FEET NORTHWEST OF THE CENTER
 GB2489'OF A TRACK ROAD, 15 FEET WEST OF THE WESTERN 1
 GB2489'OF 4 POLES, 11 FEET
 GB2489'SOUTH OF A 4-FOOT HIGH STUMP, AND ABOUT 1 FOOT LOWER THAN THE
 GB2489'STATION MARK.
 GB2489'
 GB2489'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HIGH NO 2 1961,
 GB2489'CEMENTED IN A DRILL HOLE IN
 GB2489'OUTCROPPING BEDROCK, FLUSH.  IT IS 17 FEET WEST OF A
 GB2489'24-INCH TRIANGULAR BLAZED TREE
 GB2489'AND ABOUT 5 FEET LOWER THAN THE
 GB2489'STATION MARK.
 GB2489'
 GB2489'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 GB2489'STATION JELL WILL SERVE
 GB2489'AS THE AZIMUTH MARK.
 GB2489'
 GB2489'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1214 ***********************************************************************
 FE1214  DESIGNATION -  HIGH AZ MK
 FE1214  PID         -  FE1214
 FE1214  STATE/COUNTY-  TN/SHELBY
 FE1214  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1214
 FE1214                         *CURRENT SURVEY CONTROL
 FE1214  ___________________________________________________________________
 FE1214* NAD 83(1986)-  35 08 49.     (N)    089 56 41.     (W)     SCALED    
 FE1214* NAVD 88     -        85.442  (meters)     280.32   (feet)  ADJUSTED  
 FE1214  ___________________________________________________________________
 FE1214  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1214  DYNAMIC HT  -          85.365 (meters)     280.07  (feet)  COMP
 FE1214  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1214
 FE1214  VERT ORDER  -  SECOND    CLASS 0
 FE1214
 FE1214.The horizontal coordinates were scaled from a topographic map and have
 FE1214.an estimated accuracy of +/- 6 seconds.
 FE1214
 FE1214.The orthometric height was determined by differential leveling
 FE1214.and adjusted by the National Geodetic Survey in June 1991..
 FE1214
 FE1214.The geoid height was determined by GEOID03.
 FE1214
 FE1214.The dynamic height is computed by dividing the NAVD 88
 FE1214.geopotential number by the normal gravity value computed on the
 FE1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1214.degrees latitude (g = 980.6199 gals.).
 FE1214
 FE1214.The modeled gravity was interpolated from observed gravity values.
 FE1214
 FE1214;                    North         East    Units  Estimated Accuracy
 FE1214;SPC TN       -    97,520.      240,630.      MT  (+/- 180 meters Scaled)
 FE1214
 FE1214                          SUPERSEDED SURVEY CONTROL
 FE1214
 FE1214  NGVD 29 (??/??/??)   85.418  (m)          280.24   (f) ADJUSTED    2 0
 FE1214
 FE1214.Superseded values are not recommended for survey control.
 FE1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1214.See file dsdata.txt to determine how the superseded data were derived.
 FE1214
 FE1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD317933(NAD 83)
 FE1214_MARKER: DZ = AZIMUTH MARK DISK
 FE1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1214_SP_SET: SIDEWALK
 FE1214_STAMPING: HIGH 1959
 FE1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1214
 FE1214  HISTORY     - Date     Condition        Report By
 FE1214  HISTORY     - 1959     MONUMENTED       CGS
 FE1214  HISTORY     - 1968     GOOD             CGS
 FE1214  HISTORY     - 19950610 MARK NOT FOUND   TN1620
 FE1214
 FE1214                          STATION DESCRIPTION
 FE1214
 FE1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1214'IN MEMPHIS.
 FE1214'THIS MARK IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 FE1214'OF NORTH HIGHLAND STREET AND FORREST AVENUE, ABOUT 6 MILES
 FE1214'EAST-NORTHEAST OF DOWNTOWN MEMPHIS, 0.1 OF A MILE NORTH ALONG
 FE1214'NORTH HIGHLAND STREET FROM THE HIGH 1959 TRAVERSE STATION SITE,
 FE1214'AND 0.05 OF A MILE SOUTH OF THE INTERSECTION OF SUMMER AVENUE
 FE1214'(U.S. HIGHWAY 70) AND NORTH HIGHLAND STREET.  IT IS 42 FEET
 FE1214'EAST OF THE APPROXIMATE CENTER OF NORTH HIGHLAND STREET, 35 FEET
 FE1214'NORTH-NORTHWEST AND ACROSS FORREST AVENUE FROM A FIRE HYDRANT,
 FE1214'19 FEET NORTH OF THE APPROXIMATE CENTER OF FORREST AVENUE, 2.6
 FE1214'FEET NORTHEAST OF A CONCRETE STREET MARKER POST, AND 1.2 FEET
 FE1214'NORTH OF THE SOUTH EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF
 FE1214'FORREST AVENUE.  IT IS A STANDARD AZIMUTH MARK DISK CEMENTED IN A
 FE1214'DRILL HOLE IN THE SIDEWALK AND THE DISK IS STAMPED HIGH 1959.
 FE1214
 FE1214                          STATION RECOVERY (1995)
 FE1214
 FE1214'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3566 ***********************************************************************
 GA3566  DESIGNATION -  HIGH KNOB
 GA3566  PID         -  GA3566
 GA3566  STATE/COUNTY-  TN/CAMPBELL
 GA3566  USGS QUAD   -  WELL SPRING (1980)
 GA3566
 GA3566                         *CURRENT SURVEY CONTROL
 GA3566  ___________________________________________________________________
 GA3566* NAD 83(1995)-  36 28 28.86955(N)    083 57 10.97741(W)     ADJUSTED  
 GA3566* NAVD 88     -       904.     (meters)    2966.     (feet)  SCALED    
 GA3566  ___________________________________________________________________
 GA3566  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 GA3566  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GA3566
 GA3566  HORZ ORDER  -  FIRST
 GA3566
 GA3566.The horizontal coordinates were established by classical geodetic methods
 GA3566.and adjusted by the National Geodetic Survey in April 1999..
 GA3566
 GA3566.The orthometric height was scaled from a topographic map.
 GA3566
 GA3566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3566
 GA3566.The geoid height was determined by GEOID03.
 GA3566
 GA3566;                    North         East     Units Scale Factor Converg.
 GA3566;SPC TN       -   239,505.353   783,436.851   MT  1.00001080   +1 11 54.1
 GA3566;SPC TN       -   785,777.15  2,570,325.74   sFT  1.00001080   +1 11 54.1
 GA3566;SPC KY1Z     - 1,017,239.792 1,661,065.615   MT  1.00020111   +1 06 11.7
 GA3566;SPC KY1Z     - 3,337,394.22  5,449,679.44   sFT  1.00020111   +1 06 11.7
 GA3566;SPC KY S     -   517,218.193   661,042.650   MT  1.00005700   +1 05 23.2
 GA3566;SPC KY S     - 1,696,906.69  2,168,770.76   sFT  1.00005700   +1 05 23.2
 GA3566;UTM  17      - 4,040,655.512   235,418.191   MT  1.00046257   -1 45 23.4
 GA3566;UTM  16      - 4,040,917.697   772,997.322   MT  1.00051833   +1 48 44.8
 GA3566
 GA3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3566!SPC TN       -   0.99986290  x   1.00001080  =   0.99987370
 GA3566!SPC KY1Z     -   0.99986290  x   1.00020111  =   1.00006398
 GA3566!SPC KY S     -   0.99986290  x   1.00005700  =   0.99991989
 GA3566!UTM  17      -   0.99986290  x   1.00046257  =   1.00032540
 GA3566!UTM  16      -   0.99986290  x   1.00051833  =   1.00038116
 GA3566
 GA3566|---------------------------------------------------------------------|
 GA3566| PID    Reference Object                     Distance      Geod. Az  |
 GA3566|                                                           dddmmss.s |
 GA3566| DB9969 HIGH KNOB RM 1                       30.044 METERS 01056     |
 GA3566| GA3567 MCLEAN RESET                        APPROX. 2.1 KM 0983504.6 |
 GA3566| DB9970 HIGH KNOB RM 2                        5.269 METERS 16402     |
 GA3566| DB9972 HIGH KNOB RM 4                        2.538 METERS 27312     |
 GA3566| DB9971 HIGH KNOB RM 3                        1.566 METERS 35733     |
 GA3566|---------------------------------------------------------------------|
 GA3566
 GA3566                          SUPERSEDED SURVEY CONTROL
 GA3566
 GA3566  NAD 83(1995)-  36 28 28.87076(N)    083 57 10.97947(W) AD(       ) 1
 GA3566  NAD 83(1995)-  36 28 28.87677(N)    083 57 10.97746(W) AD(       ) 1
 GA3566  NAD 83(1995)-  36 28 28.87727(N)    083 57 10.97748(W) AD(       ) 1
 GA3566  NAD 83(1986)-  36 28 28.88018(N)    083 57 10.97946(W) AD(       ) 1
 GA3566  NAD 27      -  36 28 28.59800(N)    083 57 11.26500(W) AD(       ) 1
 GA3566
 GA3566.Superseded values are not recommended for survey control.
 GA3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3566.See file dsdata.txt to determine how the superseded data were derived.
 GA3566
 GA3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3541840656(NAD 83)
 GA3566_MARKER: DS = TRIANGULATION STATION DISK
 GA3566_SETTING: 80 = SET IN A BOULDER
 GA3566_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GA3566
 GA3566  HISTORY     - Date     Condition        Report By
 GA3566  HISTORY     - 1935     MONUMENTED       CGS
 GA3566  HISTORY     - 1950     GOOD             CGS
 GA3566
 GA3566                          STATION DESCRIPTION
 GA3566
 GA3566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GA3566'STATION IS 10 MILES NE OF LAFOLLETTE ON A HEAVILY WOODED KNOB, WHICH
 GA3566'IS LOCALLY KNOWN
 GA3566'AS HIGH KNOB.
 GA3566'
 GA3566'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE IN A
 GA3566'DEPRESSION IN A
 GA3566'BURIED BOULDER FLUSH WITH GROUND, AND IS 42 FEET W OF
 GA3566'36-INCH CHESTNUT TREE.
 GA3566'
 GA3566'REFERENCE MARK NO. 1 IS N OF STATION ON BACKBONE OF RIDGE, AND IS A
 GA3566'STANDARD BRONZE
 GA3566'DISK SET IN ROCK OUTCROP ABOUT 2 FEET IN DIAMETER.
 GA3566'
 GA3566'REFERENCE MARK NO. 2 IS S OF STATION AND IS A STANDARD BRONZE DISK
 GA3566'SET IN W SIDE OF
 GA3566'18-INCH CHESTNUT TREE ABOUT 4 FEET ABOVE GROUND.
 GA3566'
 GA3566'AZIMUTH MARK (STATION MCLEAN) IS ABOUT 2 MILES E OF STATION ON ROCKY
 GA3566'CLIFF, LOCALLY
 GA3566'KNOWN AS MCLEANS ROCK.  IT IS 32 FEET NNW OF EDGE OF
 GA3566'CLIFF, SET IN BED ROCK, ABOUT 16
 GA3566'INCHES BELOW GROUND LEVEL.  TO REACH
 GA3566'FROM STATION GO E ON BACKBONE OF RIDGE FOR 2 MILES
 GA3566'TO MCLEANS ROCK
 GA3566'AND AZIMUTH.
 GA3566'
 GA3566'TO REACH FROM LAFOLLETTE, GO NE ON TENNESSEE ROUTE 63 FOR 10 MILES TO
 GA3566'T-ROAD, LEFT, AT
 GA3566'TWO STORES ON LEFT AND FRAME BUILDING ON RIGHT.
 GA3566'TURN LEFT, GOING BETWEEN STORES,
 GA3566'AND GO 2 MILES TO FARM HOUSE ON
 GA3566'RIGHT AND END OF TRUCK TRAVEL.  CONTINUE AHEAD ON
 GA3566'OLD WAGON ROAD FOR
 GA3566'75 YARDS TO DESERTED FARM HOUSE.  GO THROUGH GATE AND AROUND RIGHT
 GA3566'SIDE OF HOUSE FOR
 GA3566'50 YARDS TO RAIL FENCE, CROSS FENCE AND TAKE TRAIL
 GA3566'TO LEFT FOR ABOUT 2 MILES UP SIDE OF
 GA3566'MOUNTAIN TO 10-INCH BLAZED TREE.
 GA3566'TURN RIGHT AND GO ABOUT 0.3 MILE UP TO TOP OF RIDGE.
 GA3566'TURN RIGHT AND
 GA3566'FOLLOW UP RIDGE FOR ABOUT 0.4 MILE TO HIGHEST POINT ON RIDGE AND
 GA3566'STATION SITE.
 GA3566'
 GA3566'A 4-FOOT INSTRUMENT STAND IS REQUIRED.
 GA3566
 GA3566                          STATION RECOVERY (1950)
 GA3566
 GA3566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3566'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 1 WAS NOT
 GA3566'FOUND.  REFERENCE MARK
 GA3566'NO.  2 WAS RECOVERED, HOWEVER THE DISTANCE FAILED TO
 GA3566'CHECK.  TWO NEW REFERENCE MARKS,
 GA3566'REFERENCE MARK NO.  3 AND NO.  4
 GA3566'WERE ESTABLISHED BY THIS PARTY DUE TO REFERENCE
 GA3566'REFERENCE MARK NO.  1
 GA3566'BEING GONE AND REFERENCE MARK NO. 2 BEING IN THE SIDE OF A TREE
 GA3566'WHICH IS NOT MUCH
 GA3566'VALUE TO THE STATION.  A COMPLETE NEW DESCRIPTION
 GA3566'FOLLOWS.
 GA3566'
 GA3566'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF LAFOLLETTE.  IT IS 57
 GA3566'FEET NORTH OF A 30 INCH
 GA3566'CHESTNUT TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE
 GA3566'AND 8 FEET WEST OF A WHITE
 GA3566'WITNESS POST.  THE MARK IS A BURIED
 GA3566'BOULDER AND THE DISK IS SET FLUSH IN CONCRETE
 GA3566'IN A DEPRESSION IN TOP
 GA3566'OF THE BOULDER AND IS STAMPED HIGH KNOB 1935.
 GA3566'
 GA3566'REFERENCE MARK NO. 2 IS 56.72 FEET SOUTH OF THE STATION.  THE DISK IS
 GA3566'SET IN THE WEST SIDE OF A
 GA3566'30 INCH CHESTNUT TREE ABOUT 4 FEET ABOVE THE
 GA3566'GROUND AND IS STAMPED HIGH KNOB 1935
 GA3566'(THE DISK IS A STANDARD
 GA3566'TRIANGULATION REFERENCE MARK DISK).
 GA3566'
 GA3566'REFERENCE MARK NO. 3 IS 16.85 FEET NORTH OF THE STATION.  THE MARK IS
 GA3566'A CAST IRON STANDARD PIPE
 GA3566'4 INCHES IN DIAMETER FILLED WITH CONCRETE AND
 GA3566'PROJECTS 4 INCHES WITH A
 GA3566'TRIANGULATION REFERENCE MARK DISK ATOP
 GA3566'STAMPED HIGH KNOB NO 3 1950.
 GA3566'
 GA3566'REFERENCE MARK NO. 4 IS 27.32 FEET WEST OF THE STATION.  THE MARK IS
 GA3566'A CAST IRON PIPE 4
 GA3566'INCHES IN DIAMETER FILLED WITH CONCRETE AND PROJECTS 4
 GA3566'INCHES WITH A STANDARD
 GA3566'TRIANGULATION REFERENCE MARK DISK ATOP STAMPED
 GA3566'HIGH KNOB NO 4 1950.
 GA3566'
 GA3566'TRIANGULATION STATION MC LEAN CAN BE USED AS THE AZIMUTH MARK.
 GA3566'
 GA3566'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 25W
 GA3566'AND STATE HIGHWAY NO.  63
 GA3566'IN LAFOLLETTE, GO NORTHEAST ON STATE HIGHWAY NO.  63
 GA3566'FOR 10.3 MILES TO A GRAVEL T-ROAD
 GA3566'LEFT, TURN LEFT AND GO 0.8 MILE TO
 GA3566'WHERE ROAD FORKS, CONTINUE STRAIGHT AHEAD FOR 0.4
 GA3566'MILE TO WHERE ROAD
 GA3566'FORKS, TURN RIGHT AND GO 0.7 MILE TO TWO LARGE OAK TREES ON THE
 GA3566'RIGHT AND A OPEN
 GA3566'FIELD ON THE RIGHT.  THIS IS END OF TRUCK TRAVEL, HERE
 GA3566'PACK UP HILL SOUTHEAST
 GA3566'PASSING BETWEEN THE LARGE OAK TREES ACROSS
 GA3566'OPEN FIELD TO A PATH LEADING EAST
 GA3566'CONTINUE ON PATH FOR ABOUT 40
 GA3566'MINUTES TO A FENCE, CONTINUE ALONG FENCE FOR ABOUT 5
 GA3566'MINUTES TO AN
 GA3566'OLD ROAD BED, TURN LEFT ON OLD ROAD BED FOR ABOUT 100 YARDS TO WHERE
 GA3566'ROAD FORKS, TURN
 GA3566'SHARP LEFT UP HILL AND GO ABOUT 45 MINUTES TO WHERE
 GA3566'PATH STARTS DOWN STEEP GRADE, HERE
 GA3566'TURN RIGHT UP HILL AND FOLLOW
 GA3566'RIDGE FOR ABOUT 40 MINUTES TO THE HIGHEST POINT OF
 GA3566'HILL AND THE
 GA3566'STATION AS DESCRIBED.  (ABOUT 2 HOURS AND 10 MINUTE PACK) DISTANCE
 GA3566'AND DIRECTION TO
 GA3566'REFERENCE MARKS AND OBJECTS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1213 ***********************************************************************
 FE1213  DESIGNATION -  HIGH RM 1
 FE1213  PID         -  FE1213
 FE1213  STATE/COUNTY-  TN/SHELBY
 FE1213  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1213
 FE1213                         *CURRENT SURVEY CONTROL
 FE1213  ___________________________________________________________________
 FE1213* NAD 83(1986)-  35 08 49.     (N)    089 56 41.     (W)     SCALED    
 FE1213* NAVD 88     -        87.022  (meters)     285.50   (feet)  ADJUSTED  
 FE1213  ___________________________________________________________________
 FE1213  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1213  DYNAMIC HT  -          86.943 (meters)     285.25  (feet)  COMP
 FE1213  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1213
 FE1213  VERT ORDER  -  SECOND    CLASS 0
 FE1213
 FE1213.The horizontal coordinates were scaled from a topographic map and have
 FE1213.an estimated accuracy of +/- 6 seconds.
 FE1213
 FE1213.The orthometric height was determined by differential leveling
 FE1213.and adjusted by the National Geodetic Survey in June 1991..
 FE1213
 FE1213.The geoid height was determined by GEOID03.
 FE1213
 FE1213.The dynamic height is computed by dividing the NAVD 88
 FE1213.geopotential number by the normal gravity value computed on the
 FE1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1213.degrees latitude (g = 980.6199 gals.).
 FE1213
 FE1213.The modeled gravity was interpolated from observed gravity values.
 FE1213
 FE1213;                    North         East    Units  Estimated Accuracy
 FE1213;SPC TN       -    97,520.      240,630.      MT  (+/- 180 meters Scaled)
 FE1213
 FE1213                          SUPERSEDED SURVEY CONTROL
 FE1213
 FE1213  NGVD 29 (??/??/??)   86.998  (m)          285.43   (f) ADJUSTED    2 0
 FE1213
 FE1213.Superseded values are not recommended for survey control.
 FE1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1213.See file dsdata.txt to determine how the superseded data were derived.
 FE1213
 FE1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD317933(NAD 83)
 FE1213_MARKER: DR = REFERENCE MARK DISK
 FE1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1213_SP_SET: SIDEWALK
 FE1213_STAMPING: HIGH NO 1 1959
 FE1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1213
 FE1213  HISTORY     - Date     Condition        Report By
 FE1213  HISTORY     - 1959     MONUMENTED       CGS
 FE1213  HISTORY     - 1968     GOOD             CGS
 FE1213  HISTORY     - 19950610 GOOD             TN1620
 FE1213
 FE1213                          STATION DESCRIPTION
 FE1213
 FE1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1213'IN MEMPHIS.
 FE1213'THIS MARK IS AT THE HIGH 1959 TRAVERSE STATION SITE ON THE GROUNDS
 FE1213'OF THE HELLENIC ORTHODOX CHURCH IN THE SOUTHWEST ANGLE OF THE
 FE1213'INTERSECTION OF NORTH HIGHLAND STREET AND GALLOWAY AVENUE, ABOUT
 FE1213'6 MILES EAST-NORTHEAST OF DOWNTOWN MEMPHIS AND 0.15 OF A MILE
 FE1213'SOUTH OF THE INTERSECTION OF SUMMER AVENUE (U.S. HIGHWAY 70) AND
 FE1213'NORTH HIGHLAND STREET.  IT IS 116.27 FEET NORTH-NORTHWEST OF
 FE1213'REFERENCE MARK NO. 3, 78.91 FEET NORTH-NORTHEAST OF THE STATION
 FE1213'MARK, 63 FEET WEST OF THE APPROXIMATE CENTER OF NORTH HIGHLAND
 FE1213'STREET, 54 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE
 FE1213'MAIN CHURCH BUILDING, 30 FEET NORTH OF A LARGE, FORKED TRUNKED
 FE1213'OAK TREE, 1.3 FEET SOUTH OF THE NORTH EDGE OF THE SIDEWALK LEADING
 FE1213'TO THE SOUTHEAST ENTRANCE INTO THE CHURCH, AND ABOUT 0.8 OF A
 FE1213'FOOT BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 FE1213'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK
 FE1213'LEADING TO THE CHURCH ENTRANCE AND THE DISK IS STAMPED HIGH NO 1
 FE1213'1959.  NOTE-- THIS MARK SHOULD BE USED WITH CAUTION, AS THERE
 FE1213'IS SOME EVIDENCE OF MOVEMENT IN THE SIDEWALK IN WHICH THE DISK
 FE1213'IS CEMENTED.
 FE1213
 FE1213                          STATION RECOVERY (1995)
 FE1213
 FE1213'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1215 ***********************************************************************
 FE1215  DESIGNATION -  HIGH RM 2
 FE1215  PID         -  FE1215
 FE1215  STATE/COUNTY-  TN/SHELBY
 FE1215  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1215
 FE1215                         *CURRENT SURVEY CONTROL
 FE1215  ___________________________________________________________________
 FE1215* NAD 83(1986)-  35 08 48.     (N)    089 56 43.     (W)     SCALED    
 FE1215* NAVD 88     -        87.972  (meters)     288.62   (feet)  ADJUSTED  
 FE1215  ___________________________________________________________________
 FE1215  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1215  DYNAMIC HT  -          87.892 (meters)     288.36  (feet)  COMP
 FE1215  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 FE1215
 FE1215  VERT ORDER  -  SECOND    CLASS 0
 FE1215
 FE1215.The horizontal coordinates were scaled from a topographic map and have
 FE1215.an estimated accuracy of +/- 6 seconds.
 FE1215
 FE1215.The orthometric height was determined by differential leveling
 FE1215.and adjusted by the National Geodetic Survey in June 1991..
 FE1215
 FE1215.The geoid height was determined by GEOID03.
 FE1215
 FE1215.The dynamic height is computed by dividing the NAVD 88
 FE1215.geopotential number by the normal gravity value computed on the
 FE1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1215.degrees latitude (g = 980.6199 gals.).
 FE1215
 FE1215.The modeled gravity was interpolated from observed gravity values.
 FE1215
 FE1215;                    North         East    Units  Estimated Accuracy
 FE1215;SPC TN       -    97,490.      240,580.      MT  (+/- 180 meters Scaled)
 FE1215
 FE1215                          SUPERSEDED SURVEY CONTROL
 FE1215
 FE1215  NGVD 29 (??/??/??)   87.948  (m)          288.54   (f) ADJUSTED    2 0
 FE1215
 FE1215.Superseded values are not recommended for survey control.
 FE1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1215.See file dsdata.txt to determine how the superseded data were derived.
 FE1215
 FE1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD316932(NAD 83)
 FE1215_MARKER: DR = REFERENCE MARK DISK
 FE1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1215_STAMPING: HIGH NO 2 1959
 FE1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1215+STABILITY: SURFACE MOTION
 FE1215
 FE1215  HISTORY     - Date     Condition        Report By
 FE1215  HISTORY     - 1959     MONUMENTED       CGS
 FE1215  HISTORY     - 1968     GOOD             CGS
 FE1215  HISTORY     - 19950611 MARK NOT FOUND   TN1620
 FE1215
 FE1215                          STATION DESCRIPTION
 FE1215
 FE1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1215'IN MEMPHIS.
 FE1215'THIS MARK IS AT THE HIGH 1959 TRAVERSE STATION SITE ON THE
 FE1215'GROUNDS OF THE HELLENIC ORTHODOX CHURCH IN THE SOUTHWEST ANGLE
 FE1215'OF THE INTERSECTION OF NORTH HIGHLAND STREET AND GALLOWAY AVENUE,
 FE1215'ABOUT 6 MILES EAST-NORTHEAST OF DOWNTOWN MEMPHIS AND 0.15 OF A
 FE1215'MILE SOUTH OF THE INTERSECTION OF SUMMER AVENUE (U.S. HIGHWAY 70)
 FE1215'AND NORTH HIGHLAND STREET.  IT IS 58 FEET WEST OF THE WEST WALL
 FE1215'OF THE SOUTHEAST WING, 34 FEET EAST OF THE SOUTHWEST CORNER OF
 FE1215'THE MAIN CHURCH BUILDING, 3.1 FEET SOUTH OF THE EAST EDGE OF A
 FE1215'SMALL DOOR IN THE SOUTH WALL OF THE MAIN BUILDING, AND ABOUT 2.5
 FE1215'FEET ABOVE THE ELEVATION OF THE STATION.  IT IS A STANDARD
 FE1215'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE NEAR THE SOUTHEAST
 FE1215'CORNER OF A SMALL, CONCRETE, ENTRANCE SLAB AND THE DISK IS
 FE1215'STAMPED HIGH NO 2 1959.  NOTE-- THIS MARK SHOULD BE USED WITH
 FE1215'CAUTION, AS THERE IS VISIBLE EVIDENCE THAT THE SLAB IN WHICH
 FE1215'THE DISK IS CEMENTED HAS SETTLED AND SEPARATED FROM THE DOORWAY.
 FE1215
 FE1215                          STATION RECOVERY (1995)
 FE1215
 FE1215'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1216 ***********************************************************************
 FE1216  DESIGNATION -  HIGH RM 3
 FE1216  PID         -  FE1216
 FE1216  STATE/COUNTY-  TN/SHELBY
 FE1216  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE1216
 FE1216                         *CURRENT SURVEY CONTROL
 FE1216  ___________________________________________________________________
 FE1216* NAD 83(1986)-  35 08 48.     (N)    089 56 41.     (W)     SCALED    
 FE1216* NAVD 88     -        86.77   (+/-2cm)     284.7    (feet)  VERTCON   
 FE1216  ___________________________________________________________________
 FE1216  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FE1216
 FE1216  VERT ORDER  -  ? (See Below)
 FE1216
 FE1216.The horizontal coordinates were scaled from a topographic map and have
 FE1216.an estimated accuracy of +/- 6 seconds.
 FE1216
 FE1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1216.The vertical order pertains to the NGVD 29 superseded value.
 FE1216
 FE1216.The geoid height was determined by GEOID03.
 FE1216
 FE1216;                    North         East    Units  Estimated Accuracy
 FE1216;SPC TN       -    97,480.      240,630.      MT  (+/- 180 meters Scaled)
 FE1216
 FE1216                          SUPERSEDED SURVEY CONTROL
 FE1216
 FE1216  NGVD 29 (??/??/??)   86.750  (m)          284.61   (f) ADJUSTED    ?  
 FE1216
 FE1216.Superseded values are not recommended for survey control.
 FE1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1216.See file dsdata.txt to determine how the superseded data were derived.
 FE1216
 FE1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD317932(NAD 83)
 FE1216_MARKER: DR = REFERENCE MARK DISK
 FE1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1216_SP_SET: CURB
 FE1216_STAMPING: HIGH 1959 NO 3 1968
 FE1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1216
 FE1216  HISTORY     - Date     Condition        Report By
 FE1216  HISTORY     - 1968     MONUMENTED       CGS
 FE1216  HISTORY     - 19950611 GOOD             TN1620
 FE1216
 FE1216                          STATION DESCRIPTION
 FE1216
 FE1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE1216'IN MEMPHIS.
 FE1216'THIS MARK IS AT THE HIGH 1959 TRAVERSE STATION SITE ON THE
 FE1216'GROUNDS OF THE HELLENIC ORTHODOX CHURCH IN THE SOUTHWEST ANGLE
 FE1216'OF THE INTERSECTION OF NORTH HIGHLAND STREET AND GALLOWAY AVENUE,
 FE1216'ABOUT 6 MILES EAST-NORTHEAST OF DOWNTOWN MEMPHIS AND 0.15 OF A
 FE1216'MILE SOUTH OF THE INTERSECTION OF SUMMER AVENUE (U.S. HIGHWAY 70)
 FE1216'AND NORTH HIGHLAND STREET.  IT IS 116.27 FEET SOUTH-SOUTHEAST
 FE1216'OF REFERENCE MARK NO. 1, 91.80 FEET SOUTHEAST OF THE STATION
 FE1216'MARK, 79 FEET EAST OF THE SOUTHEAST CORNER OF THE SOUTHEAST WING,
 FE1216'31 FEET WEST OF THE APPROXIMATE CENTER OF NORTH HIGHLAND STREET,
 FE1216'8.5 FEET SOUTH OF A POWERLINE POLE WITH A LARGE ROD TYPE BREAKER
 FE1216'SWITCH ATTACHED, 5 FEET EAST OF THE EAST EDGE OF THE SIDEWALK
 FE1216'ALONG THE WEST SIDE OF NORTH HIGHLAND STREET, AND ABOUT 1.6 FEET
 FE1216'BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD REFERENCE
 FE1216'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 FE1216'CURB ALONG THE WEST EDGE OF NORTH HIGHLAND STREET AND THE DISK
 FE1216'IS STAMPED HIGH 1959 NO 3 1968.
 FE1216
 FE1216                          STATION RECOVERY (1995)
 FE1216
 FE1216'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3666 ***********************************************************************
 GA3666  DESIGNATION -  HIGH SPUR RESET
 GA3666  PID         -  GA3666
 GA3666  STATE/COUNTY-  TN/GREENE
 GA3666  USGS QUAD   -  MC CLOUD (1961)
 GA3666
 GA3666                         *CURRENT SURVEY CONTROL
 GA3666  ___________________________________________________________________
 GA3666* NAD 83(1995)-  36 18 27.42924(N)    082 58 16.52585(W)     ADJUSTED  
 GA3666* NAVD 88     -                                                        
 GA3666  ___________________________________________________________________
 GA3666  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GA3666  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3666
 GA3666  HORZ ORDER  -  SECOND
 GA3666
 GA3666.The horizontal coordinates were established by classical geodetic methods
 GA3666.and adjusted by the National Geodetic Survey in April 1999..
 GA3666
 GA3666
 GA3666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3666
 GA3666.The geoid height was determined by GEOID03.
 GA3666
 GA3666;                    North         East     Units Scale Factor Converg.
 GA3666;SPC TN       -   223,256.950   871,969.939   MT  0.99998248   +1 46 23.3
 GA3666;SPC TN       -   732,468.84  2,860,788.04   sFT  0.99998248   +1 46 23.3
 GA3666;UTM  17      - 4,019,871.946   323,017.302   MT  0.99998594   -1 10 03.1
 GA3666
 GA3666|---------------------------------------------------------------------|
 GA3666| PID    Reference Object                     Distance      Geod. Az  |
 GA3666|                                                           dddmmss.s |
 GA3666| DB9994 HIGH SPUR RM 1                       15.109 METERS 00116     |
 GA3666| GA3409 AIRWAY BEACON                         9.910 METERS 02928     |
 GA3666| GA3401 GREENEVILLE MUNICIPAL TANK          APPROX.19.7 KM 1404138.6 |
 GA3666| DB9995 HIGH SPUR RM 2                       18.555 METERS 24721     |
 GA3666| DB9993 HIGH SPUR AZ MK                                    3000614.5 |
 GA3666|---------------------------------------------------------------------|
 GA3666
 GA3666                          SUPERSEDED SURVEY CONTROL
 GA3666
 GA3666  NAD 83(1995)-  36 18 27.43290(N)    082 58 16.52949(W) AD(       ) 2
 GA3666  NAD 83(1995)-  36 18 27.44173(N)    082 58 16.53400(W) AD(       ) 2
 GA3666  NAD 83(1995)-  36 18 27.43506(N)    082 58 16.52819(W) AD(       ) 2
 GA3666  NAD 83(1986)-  36 18 27.43797(N)    082 58 16.52872(W) AD(       ) 2
 GA3666  NAD 27      -  36 18 27.08660(N)    082 58 16.94783(W) AD(       ) 2
 GA3666
 GA3666.Superseded values are not recommended for survey control.
 GA3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3666.See file dsdata.txt to determine how the superseded data were derived.
 GA3666
 GA3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2301719872(NAD 83)
 GA3666_MARKER: DS = TRIANGULATION STATION DISK
 GA3666_SETTING: 66 = SET IN ROCK OUTCROP
 GA3666_SP_SET: SET IN ROCK OUTCROP
 GA3666_STAMPING: HIGH SPUR 1934 1961
 GA3666_MARK LOGO: CGS   
 GA3666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3666+STABILITY: POSITION/ELEVATION WELL
 GA3666
 GA3666  HISTORY     - Date     Condition        Report By
 GA3666  HISTORY     - 1961     MONUMENTED       CGS
 GA3666  HISTORY     - 1964     GOOD             TNHD
 GA3666
 GA3666                          STATION DESCRIPTION
 GA3666
 GA3666'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3666'REFERENCE MARKS NO. 1, NO. 2, AND THE AZIMUTH MARK WERE RECOVERED IN
 GA3666'GOOD CONDITION.  THE
 GA3666'STATION DISK WAS MISSING.  A NEW DISK WAS SET IN THE
 GA3666'ORIGINAL DRILLED HOLE.  A
 GA3666'DIFFERENCE OF 0.03 FEET IN DISTANCE AND 11
 GA3666'MINUTES IN DIRECTION WAS MEASURED ON
 GA3666'REFERENCE MARK NO.  1, A
 GA3666'DIFFERENCE OF 0.02 FEET IN DISTANCE AND 4 MINUTES IN
 GA3666'DIRECTION WAS
 GA3666'MEASURED ON REFERENCE MARK NO.  2, AND 2 SECONDS IN DIRECTION ON THE
 GA3666'AZIMUTH MARK.  A
 GA3666'REVISED DESCRIPTION FOLLOWS-
 GA3666'
 GA3666'THE STATION IS LOCATED 7 MILES NORTHEAST OF BULLS GAP, IS ABOUT 7
 GA3666'MILES SOUTHEAST OF
 GA3666'ROGERSVILLE, IS ON A PEAK LOCALLY KNOWN AS HIGH SPUR IN
 GA3666'THE BAYS MOUNTAINS.
 GA3666'
 GA3666'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 11 E AND
 GA3666'STATE HIGHWAY 66 IN BULLS
 GA3666'GAP BY GOING NORTHERLY ON STATE HIGHWAY 66 FOR 5.9 MILES
 GA3666'TO A RAILROAD OVERPASS,
 GA3666'CONTINUE STRAIGHT AHEAD FOR 1.05 MILE TO A
 GA3666'SIDE ROAD RIGHT AND THE UNIT TEST FARMS ON
 GA3666'THE LEFT, THE AZIMUTH MARK
 GA3666'IS STRAIGHT AHEAD 0.05 MILE ON THE RIGHT, TURN RIGHT ON
 GA3666'GRAVELED ROAD AND
 GA3666'GO 0.9 MILE TO A FORK, KEEP LEFT ON MAIN GRAVELED ROAD AND GO 2.0
 GA3666'MILES TO A SIDE ROAD
 GA3666'RIGHT JUST BEFORE REACHING A HOUSE, TURN RIGHT
 GA3666'AND GO 1.45 MILE TO A FORK AND A BARN
 GA3666'ON THE RIGHT, KEEP RIGHT AND GO
 GA3666'0.6 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 GA3666'
 GA3666'THE STATION MARK IS A STANDARD DISK STAMPED HIGH SPUR 1934 1961, IS
 GA3666'CEMENTED IN A DRILLED HOLE
 GA3666'IN OUTCROPPING BED ROCK WHICH PROJECTS 10 INCHES, IS 7
 GA3666'FEET SOUTH OF A 24 INCH OAK TREE
 GA3666'WITH A TRIANGLE BLAZE, 4.8 FEET
 GA3666'SOUTH OF A WITNESS SIGN.
 GA3666'
 GA3666'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HIGH SPUR NO. 1 1934,
 GA3666'IS CEMENTED IN A
 GA3666'DRILLED HOLE IN OUTCROPPING BED ROCK WHICH PROJECTS 1
 GA3666'FOOT, IS 44.9 FEET NORTH OF A
 GA3666'WITNESS SIGN, IS 19 FEET NORTHWEST OF
 GA3666'ANCHOR STUB OF OLD AIRWAYS BEACON, IS ON THE
 GA3666'NORTH SLOPE OF HILL
 GA3666'ABOUT 4 FEET LOWER THAN STATION.
 GA3666'
 GA3666'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HIGH SPUR NO. 2 1934,
 GA3666'IS CEMENTED IN A
 GA3666'DRILLED HOLE IN OUTCROPPING BED ROCK WHICH PROJECTS 18
 GA3666'INCHES, IS 19 FEET SOUTHWEST OF
 GA3666'A TWIN TRUNK TREE, 16 FEET NORTHWEST
 GA3666'OF A 18 INCH TREE, IS ON THE SOUTHEAST SLOPE OF
 GA3666'HILL ABOUT 4 FEET
 GA3666'LOWER THAN STATION.
 GA3666'
 GA3666'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED HIGH SPUR AZI.
 GA3666'1934, SET IN A CONCRETE
 GA3666'MONUMENT WHICH PROJECTS 2 INCHES, IS EAST OF STATION (1
 GA3666'MILE) SET ALONG SIDE STATE
 GA3666'HIGHWAY 66, IS 19 FEET NORTH OF A
 GA3666'TELEPHONE POLE, 17 FEET EAST OF CENTER OF
 GA3666'STATE HIGHWAY 66, 1.3 FEET
 GA3666'SOUTH OF A WITNESS SIGN, MARK IS BEST REACHED FROM STATION
 GA3666'BY GOING
 GA3666'SOUTHEAST FOR 0.6 MILE TO FORKS, KEEP LEFT AND GO 1.45 MILE TO A
 GA3666'T-ROAD, TURN LEFT
 GA3666'AND GO 2.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 GA3666'AND GO 0.9 MILE TO STATE HIGHWAY 66,
 GA3666'TURN RIGHT AND GO 0.05 MILE TO
 GA3666'AZIMUTH MARK ON RIGHT.
 GA3666
 GA3666                          STATION RECOVERY (1964)
 GA3666
 GA3666'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GA3666'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 GA3666'WERE RECOVERED IN
 GA3666'GOOD CONDITION.  THE 1961 DESCRIPTION IS COMPLETELY
 GA3666'ADEQUATE.  THE 1961 LIST OF
 GA3666'DIRECTIONS WAS CHECKED AND A TYPING ERROR
 GA3666'OF 6 FEET WAS FOUND IN THE BOX DATA TO
 GA3666'REFERENCE MARK NO.  2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0786 ***********************************************************************
 GA0786  DESIGNATION -  HIGH SPUR RM 1
 GA0786  PID         -  GA0786
 GA0786  STATE/COUNTY-  TN/GREENE
 GA0786  USGS QUAD   -  MC CLOUD (1961)
 GA0786
 GA0786                         *CURRENT SURVEY CONTROL
 GA0786  ___________________________________________________________________
 GA0786* NAD 83(1986)-  36 18 27.     (N)    082 58 17.     (W)     SCALED    
 GA0786* NAVD 88     -       587.476  (meters)    1927.41   (feet)  ADJUSTED  
 GA0786  ___________________________________________________________________
 GA0786  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0786  DYNAMIC HT  -         586.942 (meters)    1925.66  (feet)  COMP
 GA0786  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 GA0786
 GA0786  VERT ORDER  -  SECOND    CLASS 0
 GA0786
 GA0786.The horizontal coordinates were scaled from a topographic map and have
 GA0786.an estimated accuracy of +/- 6 seconds.
 GA0786
 GA0786.The orthometric height was determined by differential leveling
 GA0786.and adjusted by the National Geodetic Survey in June 1991..
 GA0786
 GA0786.The geoid height was determined by GEOID03.
 GA0786
 GA0786.The dynamic height is computed by dividing the NAVD 88
 GA0786.geopotential number by the normal gravity value computed on the
 GA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0786.degrees latitude (g = 980.6199 gals.).
 GA0786
 GA0786.The modeled gravity was interpolated from observed gravity values.
 GA0786
 GA0786;                    North         East    Units  Estimated Accuracy
 GA0786;SPC TN       -   223,240.      871,960.      MT  (+/- 180 meters Scaled)
 GA0786
 GA0786                          SUPERSEDED SURVEY CONTROL
 GA0786
 GA0786  NGVD 29 (??/??/92)  587.629  (m)         1927.91   (f) ADJ UNCH    2 0
 GA0786
 GA0786.Superseded values are not recommended for survey control.
 GA0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0786.See file dsdata.txt to determine how the superseded data were derived.
 GA0786
 GA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA230198(NAD 83)
 GA0786_MARKER: DR = REFERENCE MARK DISK
 GA0786_SETTING: 66 = SET IN ROCK OUTCROP
 GA0786_SP_SET: ROCK OUTCROP
 GA0786_STAMPING: HIGH SPUR NO 1 1934
 GA0786_MARK LOGO: CGS   
 GA0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0786+STABILITY: POSITION/ELEVATION WELL
 GA0786
 GA0786  HISTORY     - Date     Condition        Report By
 GA0786  HISTORY     - 1934     MONUMENTED       CGS
 GA0786  HISTORY     - 1935     GOOD             NGS
 GA0786
 GA0786                          STATION DESCRIPTION
 GA0786
 GA0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0786'3.1 MI NW FROM ROMEO.
 GA0786'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 GA0786'THE BAILEYTON ROAD AT ROMEO, GREENE COUNTY, THENCE 2.1 MILES
 GA0786'WEST ALONG A FOOT TRAIL TO HIGHSPUR MOUNTAIN, AT THE SUMMIT OF
 GA0786'THE MOUNTAIN, 20 FEET NORTHWEST OF THE WEST CORNER OF THE AIRWAY
 GA0786'BEACON TOWER, IN LINE WITH THE SOUTHWEST SIDE OF THE TOWER, AND
 GA0786'IN THE TOP OF A SMALL ROCK OUTCROP.  A STANDARD REFERENCE-MARK
 GA0786'DISK, STAMPED HIGHSPUR NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2490 ***********************************************************************
 GB2490  DESIGNATION -  HIGHCLIFF
 GB2490  PID         -  GB2490
 GB2490  STATE/COUNTY-  TN/CAMPBELL
 GB2490  USGS QUAD   -  JELLICO EAST (1982)
 GB2490
 GB2490                         *CURRENT SURVEY CONTROL
 GB2490  ___________________________________________________________________
 GB2490* NAD 83(1995)-  36 34 37.94929(N)    084 05 29.51952(W)     ADJUSTED  
 GB2490* NAVD 88     -       660.2    (meters)    2166.     (feet)  VERTCON   
 GB2490  ___________________________________________________________________
 GB2490  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 GB2490  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB2490
 GB2490  HORZ ORDER  -  SECOND
 GB2490
 GB2490.The horizontal coordinates were established by classical geodetic methods
 GB2490.and adjusted by the National Geodetic Survey in April 1999..
 GB2490
 GB2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2490
 GB2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2490
 GB2490.The geoid height was determined by GEOID03.
 GB2490
 GB2490;                    North         East     Units Scale Factor Converg.
 GB2490;SPC TN       -   250,629.406   770,806.446   MT  1.00003242   +1 07 02.3
 GB2490;SPC TN       -   822,273.31  2,528,887.48   sFT  1.00003242   +1 07 02.3
 GB2490;SPC KY1Z     - 1,028,386.998 1,648,452.075   MT  1.00015948   +1 01 05.6
 GB2490;SPC KY1Z     - 3,373,966.34  5,408,296.52   sFT  1.00015948   +1 01 05.6
 GB2490;SPC KY S     -   528,366.737   648,433.343   MT  1.00003200   +1 00 20.9
 GB2490;SPC KY S     - 1,733,483.20  2,127,401.73   sFT  1.00003200   +1 00 20.9
 GB2490;UTM  16      - 4,051,910.426   760,242.352   MT  1.00043449   +1 44 02.9
 GB2490
 GB2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2490!SPC TN       -   0.99990111  x   1.00003242  =   0.99993353
 GB2490!SPC KY1Z     -   0.99990111  x   1.00015948  =   1.00006057
 GB2490!SPC KY S     -   0.99990111  x   1.00003200  =   0.99993311
 GB2490!UTM  16      -   0.99990111  x   1.00043449  =   1.00033556
 GB2490
 GB2490|---------------------------------------------------------------------|
 GB2490| PID    Reference Object                     Distance      Geod. Az  |
 GB2490|                                                           dddmmss.s |
 GB2490| DB9996 HIGHCLIFF RM 1                       10.870 METERS 07330     |
 GB2490| DB9997 HIGHCLIFF RM 2                        6.346 METERS 18116     |
 GB2490| GB0137 JELL                                APPROX. 2.0 KM 2802856.3 |
 GB2490|---------------------------------------------------------------------|
 GB2490
 GB2490                          SUPERSEDED SURVEY CONTROL
 GB2490
 GB2490  NAD 83(1995)-  36 34 37.94915(N)    084 05 29.51962(W) AD(       ) 2
 GB2490  NAD 83(1995)-  36 34 37.96083(N)    084 05 29.52176(W) AD(       ) 2
 GB2490  NAD 83(1986)-  36 34 37.96151(N)    084 05 29.52160(W) AD(       ) 2
 GB2490  NAD 27      -  36 34 37.65800(N)    084 05 29.75800(W) AD(       ) 2
 GB2490  NGVD 29 (07/19/86)  660.3    (m)         2166.     (f) VERT ANG       
 GB2490
 GB2490.Superseded values are not recommended for survey control.
 GB2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2490.See file dsdata.txt to determine how the superseded data were derived.
 GB2490
 GB2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6024251910(NAD 83)
 GB2490_MARKER: DS = TRIANGULATION STATION DISK
 GB2490_SETTING: 66 = SET IN ROCK OUTCROP
 GB2490
 GB2490  HISTORY     - Date     Condition        Report By
 GB2490  HISTORY     - 1950     MONUMENTED       CGS
 GB2490  HISTORY     - 1961     GOOD             CGS
 GB2490
 GB2490                          STATION DESCRIPTION
 GB2490
 GB2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2490'STATION IS LOCATED ABOUT 12 MILES SOUTH OF WILLIAMSBURG AND 3 MILES
 GB2490'EAST OF JELLICO ON TOP
 GB2490'OF A HIGH RIDGE.  IT IS 33 FEET SOUTH OF AN OAK TREE
 GB2490'WITH A TRIANGLE BLAZE ON THE WEST
 GB2490'SIDE.  THE DISK IS SET FLUSH IN A
 GB2490'LARGE CLIFF OF BEDROCK AND IS STAMPED HIGHCLIFF 1950.
 GB2490'
 GB2490'REFERENCE MARK NO. 1 IS 45 FEET EAST OF BLAZED TREE.  THE DISK IS SET
 GB2490'FLUSH IN BEDROCK AND IS
 GB2490'STAMPED HIGHCLIFF NO 1 1950.
 GB2490'
 GB2490'REFERENCE MARK NO.2 IS 19 FEET NORTH OF BLAZED TREE.  THE DISK IS SET
 GB2490'FLUSH IN BEDROCK AND IS
 GB2490'STAMPED HIGHCLIFF NO 2 1950.
 GB2490'
 GB2490'NO AZIMUTH MARK WAS SET AT THIS STATION.
 GB2490'
 GB2490'TO REACH STATION FROM THE MAIN INTERSECTION IN THE BUSINESS DISTRICT
 GB2490'OF JELLICO, GO EAST
 GB2490'ON U.S.  HIGHWAY 25W FOR 2.1 MILES TO A GRAVEL ROAD
 GB2490'SHARP RIGHT, TURN RIGHT ON GRAVEL
 GB2490'ROAD AND GO SOUTH AND WEST FOR 0.15
 GB2490'MILE TO A SIDE ROAD LEFT ACROSS A SMALL WOOD BRIDGE,
 GB2490'TURN LEFT ACROSS
 GB2490'WOOD BRIDGE AND FOLLOW ROCKY ROAD UPHILL FOR 0.2 MILE TO A ROAD FORK
 GB2490'AT A TRIANGLE
 GB2490'BLAZED PINE TREE, JUST BEFORE REACHING A COAL MINE
 GB2490'ENTRANCE, AND END OF TRUCK
 GB2490'TRAVEL.  FROM HERE PACK UP ROAD TO THE
 GB2490'RIGHT WHICH TURNS INTO A TRAIL AND FOLLOW
 GB2490'THIS TRAIL UP HILL FOR
 GB2490'ABOUT 40 MINUTES TO TOP OF HILL, TURN LEFT ON TOP OF HILL
 GB2490'AND FOLLOW TRAIL
 GB2490'FOR ABOUT 3 MINUTES TO STATION NEAR A TRIANGLE BLAZED OAK TREE
 GB2490'AS DESCRIBED.  (THIS IS
 GB2490'ABOUT 1-1/4 MILE-45 MINUTE PACK.)
 GB2490
 GB2490                          STATION RECOVERY (1961)
 GB2490
 GB2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2490'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GB2490'RECOVERED AND FOUND IN GOOD
 GB2490'CONDITION.  A REVISED DESCRIPTION IS AS FOLLOWS.
 GB2490'
 GB2490'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF WILLIAMSBURG AND ABOUT
 GB2490'3 MILES EAST OF JELLICO,
 GB2490'ON THE TOP OF A HIGH ROCKY RIDGE.
 GB2490'
 GB2490'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO WEST ON MAIN
 GB2490'STREET AND U.S.  HIGHWAY
 GB2490'25W FOR 0.15 MILE TO A TRAFFIC LIGHT, TURN LEFT AND
 GB2490'FOLLOW U.S.  HIGHWAY 25W
 GB2490'SOUTHEASTERLY FOR 0.9 MILE TO A SIDE ROAD ON
 GB2490'THE RIGHT AT THE CROUCHES CREEK BAPTIST
 GB2490'CHURCH, TURN LEFT AND GO 0.15
 GB2490'MILE TO A FORK, KEEP LEFT AND GO 0.15 MILE TO INTERSTATE
 GB2490'HIGHWAY 75,
 GB2490'CONTINUE ACROSS THE HIGHWAY AND GO ABOUT 50 YARDS TO A FORK, KEEP
 GB2490'RIGHT AND GO 0.2
 GB2490'MILE TO A SIDE ROAD ON THE LEFT, TURN SHARP LEFT UP
 GB2490'HILL AND GO 1.35 MILES TO A SADDLE,
 GB2490'TURN LEFT AND GO 0.45 MILE TO A
 GB2490'TELEVISION BOOSTER INSTALLATION AT THE TOP OF THE HILL AND
 GB2490'TRIANGULATION STATION HIGH.  HERE PACK NORTHEAST ALONG THE TOP OF THE
 GB2490'RIDGE FOR ABOUT
 GB2490'0.5 MILE (20 MINUTES) TO A TRIANGLE BLAZED OAK TREE
 GB2490'AND THE STATION.
 GB2490'
 GB2490'THE STATION IS 33 FEET NORTHWEST OF A TRIANGLE BLAZED OAK TREE WITH A
 GB2490'WITNESS SIGN ATTACHED TO
 GB2490'THE NORTHWEST SIDE AND 7 FEET SOUTH OF THE NORTH
 GB2490'EDGE OF A ROCK CLIFF.  IT IS A
 GB2490'STANDARD DISK CEMENTED IN A DRILL HOLE
 GB2490'IN A BOULDER, FLUSH, AND IS STAMPED HIGHCLIFF 1950.
 GB2490'
 GB2490'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE TRIANGLE BLAZED OAK TREE
 GB2490'WITH A WITNESS SIGN
 GB2490'ATTACHED TO THE NORTHWEST SIDE AND 3 FEET SOUTH OF THE
 GB2490'NORTH EDGE OF A ROCK CLIFF.  IT
 GB2490'IS A STANDARD DISK, FLUSH, AND IS
 GB2490'STAMPED HIGHCLIFF NO 1 1950.
 GB2490'
 GB2490'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE TRIANGLE BLAZED OAK TREE
 GB2490'WITH A WITNESS SIGN
 GB2490'ATTACHED TO THE NORTHWEST SIDE.  IT IS A STANDARD DISK,
 GB2490'FLUSH, AND IS STAMPED HIGHCLIFF
 GB2490'NO 2 1950.
 GB2490'
 GB2490'TRAVERSE STATION JELL WILL SERVE AS THE AZIMUTH MARK.
 GB2490'
 GB2490'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2325 ***********************************************************************
 FE2325  DESIGNATION -  HIGHLAND NORTH BASE
 FE2325  PID         -  FE2325
 FE2325  STATE/COUNTY-  TN/MADISON
 FE2325  USGS QUAD   -  JACKSON NORTH (1983)
 FE2325
 FE2325                         *CURRENT SURVEY CONTROL
 FE2325  ___________________________________________________________________
 FE2325* NAD 83(1995)-  35 37 46.63218(N)    088 49 07.45132(W)     ADJUSTED  
 FE2325* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 FE2325  ___________________________________________________________________
 FE2325  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FE2325  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2325
 FE2325  HORZ ORDER  -  FIRST
 FE2325
 FE2325.The horizontal coordinates were established by classical geodetic methods
 FE2325.and adjusted by the National Geodetic Survey in April 1999..
 FE2325
 FE2325.The orthometric height was scaled from a topographic map.
 FE2325
 FE2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2325
 FE2325.The geoid height was determined by GEOID03.
 FE2325
 FE2325;                    North         East     Units Scale Factor Converg.
 FE2325;SPC TN       -   147,498.295   344,716.117   MT  0.99995473   -1 39 00.7
 FE2325;SPC TN       -   483,917.32  1,130,956.13   sFT  0.99995473   -1 39 00.7
 FE2325;UTM  16      - 3,944,392.169   335,309.598   MT  0.99993424   -1 03 35.0
 FE2325
 FE2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2325!SPC TN       -   0.99998356  x   0.99995473  =   0.99993829
 FE2325!UTM  16      -   0.99998356  x   0.99993424  =   0.99991780
 FE2325
 FE2325|---------------------------------------------------------------------|
 FE2325| PID    Reference Object                     Distance      Geod. Az  |
 FE2325|                                                           dddmmss.s |
 FE2325| CG3475 HIGHLAND NORTH BASE RM 1             16.612 METERS 03245     |
 FE2325| FE2321 ALEXANDER                           103.863 METERS 09104     |
 FE2325| CG3476 HIGHLAND NORTH BASE RM 2             14.112 METERS 14223     |
 FE2325| FE2322 ALEXANDER AZ MK                     130.637 METERS 17905     |
 FE2325| FE2349 HIGHLAND SOUTH BASE                 APPROX. 1.6 KM 1822104.7 |
 FE2325| FE2326 HIGHLAND NORTH BASE AZ MK            77.929 METERS 35634     |
 FE2325|---------------------------------------------------------------------|
 FE2325
 FE2325                          SUPERSEDED SURVEY CONTROL
 FE2325
 FE2325  NAD 83(1995)-  35 37 46.63711(N)    088 49 07.45619(W) AD(       ) 1
 FE2325  NAD 83(1986)-  35 37 46.64368(N)    088 49 07.45229(W) AD(       ) 1
 FE2325  NAD 27      -  35 37 46.39000(N)    088 49 07.24700(W) AD(       ) 1
 FE2325
 FE2325.Superseded values are not recommended for survey control.
 FE2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2325.See file dsdata.txt to determine how the superseded data were derived.
 FE2325
 FE2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3531044392(NAD 83)
 FE2325_MARKER: DS = TRIANGULATION STATION DISK
 FE2325_SETTING: 0 = UNSPECIFIED SETTING
 FE2325
 FE2325  HISTORY     - Date     Condition        Report By
 FE2325  HISTORY     - 1951     MONUMENTED       CGS
 FE2325
 FE2325                          STATION DESCRIPTION
 FE2325
 FE2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2325'STATION IS LOCATED IN THE CENTER OF HIGHLAND AVE., JUST NORTH OF THE
 FE2325'INTERSECTION OF CRESCENT AVE. AND IN FRONT OF THE ALEXANDER SCHOOL
 FE2325'IN THE CITY OF JACKSON.  IT IS 5.4 FEET NORTH OF THE INTERSECTION OF
 FE2325'THE CENTERLINE OF HIGHLAND AND CRESCENT AVE., 18.8 FEET EAST OF
 FE2325'THE WEST CURB ON HIGHLAND AVE. AND 18.0 FEET WEST OF THE EAST CURB ON
 FE2325'HIGHLAND AVE.  THE MARK DISK IS SET IN A DRILL HOLE IN THE BRICKS
 FE2325'UNDER 2 INCHES OF ASPHALT PAVEMENT AND STAMPED HIGHLAND N
 FE2325'BASE 1951.
 FE2325'
 FE2325'REFERENCE MARK NO. 1 IS IN THE NORTH END OF THE FIRST STEP LEADING TO
 FE2325'HOUSE NO. 1016 HIGHLAND AVE.  THE DISK IS SET FLUSH IN A DRILL
 FE2325'HOLE IN THE STEP AND STAMPED HIGHLAND N BASE NO 1 1951.
 FE2325'
 FE2325'REFERENCE MARK NO. 2 IS IN THE SOUTH END OF THE FIRST STEP LEADING TO
 FE2325'THE ALEXANDER SCHOOL.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 FE2325'THE STEP AND STAMPED HIGHLAND N BASE NO 2 1951.
 FE2325'
 FE2325'AZIMUTH MARK IS IN THE CENTER OF THE SIDEWALK DIRECTLY IN FRONT OF
 FE2325'THE ENTRANCE OF A FRAME HOUSE ON THE SOUTHWEST CORNER OF
 FE2325'HIGHLAND AVE. AND WILKINSON STREET.  THE DISK IS SET FLUSH IN A DRILL
 FE2325'HOLE IN THE SIDEWALK AND IS STAMPED HIGHLAND N BASE 1951.
 FE2325'
 FE2325'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2326 ***********************************************************************
 FE2326  DESIGNATION -  HIGHLAND NORTH BASE AZ MK
 FE2326  PID         -  FE2326
 FE2326  STATE/COUNTY-  TN/MADISON
 FE2326  USGS QUAD   -  JACKSON NORTH (1983)
 FE2326
 FE2326                         *CURRENT SURVEY CONTROL
 FE2326  ___________________________________________________________________
 FE2326* NAD 83(1995)-  35 37 49.15617(N)    088 49 07.63637(W)     ADJUSTED  
 FE2326* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 FE2326  ___________________________________________________________________
 FE2326  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FE2326  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2326
 FE2326  HORZ ORDER  -  SECOND
 FE2326
 FE2326.The horizontal coordinates were established by classical geodetic methods
 FE2326.and adjusted by the National Geodetic Survey in April 1999..
 FE2326
 FE2326.The orthometric height was scaled from a topographic map.
 FE2326
 FE2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2326
 FE2326.The geoid height was determined by GEOID03.
 FE2326
 FE2326;                    North         East     Units Scale Factor Converg.
 FE2326;SPC TN       -   147,576.183   344,713.703   MT  0.99995469   -1 39 00.8
 FE2326;SPC TN       -   484,172.86  1,130,948.21   sFT  0.99995469   -1 39 00.8
 FE2326;UTM  16      - 3,944,470.026   335,306.381   MT  0.99993425   -1 03 35.2
 FE2326
 FE2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2326!SPC TN       -   0.99998356  x   0.99995469  =   0.99993825
 FE2326!UTM  16      -   0.99998356  x   0.99993425  =   0.99991781
 FE2326
 FE2326                          SUPERSEDED SURVEY CONTROL
 FE2326
 FE2326  NAD 83(1995)-  35 37 49.16110(N)    088 49 07.64124(W) AD(       ) 2
 FE2326  NAD 83(1986)-  35 37 49.16774(N)    088 49 07.63735(W) AD(       ) 2
 FE2326  NAD 27      -  35 37 48.91400(N)    088 49 07.43200(W) AD(       ) 2
 FE2326
 FE2326.Superseded values are not recommended for survey control.
 FE2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2326.See file dsdata.txt to determine how the superseded data were derived.
 FE2326
 FE2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3530644470(NAD 83)
 FE2326_MARKER: DZ = AZIMUTH MARK DISK
 FE2326_SETTING: 0 = UNSPECIFIED SETTING
 FE2326_STAMPING: HIGHLAND N BASE 1951
 FE2326_MARK LOGO: CGS   
 FE2326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2326
 FE2326  HISTORY     - Date     Condition        Report By
 FE2326  HISTORY     - 1951     MONUMENTED       CGS
 FE2326
 FE2326                          STATION DESCRIPTION
 FE2326
 FE2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2326'STATION IS LOCATED ON THE SOUTHWEST CORNER OF HIGHLAND AVE. AND
 FE2326'WILKINSON STREET IN THE CITY OF JACKSON.  IT IS IN THE CENTER OF
 FE2326'THE SIDEWALK DIRECTLY IN FRONT OF THE ENTRANCE OF A FRAME HOUSE.
 FE2326'THE MARK IS SET IN A DRILL HOLE IN THE SIDEWALK AND IS STAMPED
 FE2326'HIGHLAND N BASE 1951.
 FE2326'
 FE2326'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2349 ***********************************************************************
 FE2349  DESIGNATION -  HIGHLAND SOUTH BASE
 FE2349  PID         -  FE2349
 FE2349  STATE/COUNTY-  TN/MADISON
 FE2349  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2349
 FE2349                         *CURRENT SURVEY CONTROL
 FE2349  ___________________________________________________________________
 FE2349* NAD 83(1995)-  35 36 54.96468(N)    088 49 10.04941(W)     ADJUSTED  
 FE2349* NAVD 88     -       121.62   (meters)     399.0    (feet)  RESET     
 FE2349  ___________________________________________________________________
 FE2349  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2349  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2349
 FE2349  HORZ ORDER  -  FIRST
 FE2349  VERT ORDER  -  THIRD
 FE2349
 FE2349.The horizontal coordinates were established by classical geodetic methods
 FE2349.and adjusted by the National Geodetic Survey in April 1999..
 FE2349
 FE2349.The orthometric height was computed from unverified reset data.
 FE2349
 FE2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2349
 FE2349.The geoid height was determined by GEOID03.
 FE2349
 FE2349;                    North         East     Units Scale Factor Converg.
 FE2349;SPC TN       -   145,908.518   344,604.907   MT  0.99995565   -1 39 02.2
 FE2349;SPC TN       -   478,701.53  1,130,591.27   sFT  0.99995565   -1 39 02.2
 FE2349;UTM  16      - 3,942,801.362   335,214.784   MT  0.99993463   -1 03 35.2
 FE2349
 FE2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2349!SPC TN       -   0.99998534  x   0.99995565  =   0.99994099
 FE2349!UTM  16      -   0.99998534  x   0.99993463  =   0.99991997
 FE2349
 FE2349:                Primary Azimuth Mark                     Grid Az
 FE2349:SPC TN       -  HIGHLAND NORTH BASE                      004 00 05.3
 FE2349:UTM  16      -  HIGHLAND NORTH BASE                      003 24 38.3
 FE2349
 FE2349|---------------------------------------------------------------------|
 FE2349| PID    Reference Object                     Distance      Geod. Az  |
 FE2349|                                                           dddmmss.s |
 FE2349| FE2325 HIGHLAND NORTH BASE                 APPROX. 1.6 KM 0022103.1 |
 FE2349| FE2350 HIGHLAND SOUTH BASE AZ MK           101.498 METERS 09134     |
 FE2349| FE2371 NATIONAL                             80.990 METERS 15715     |
 FE2349| FE2372 NATIONAL AZ MK                      154.371 METERS 27240     |
 FE2349| CG3478 HIGHLAND SOUTH BASE RM 2             13.932 METERS 28305     |
 FE2349| CG3477 HIGHLAND SOUTH BASE RM 1             12.613 METERS 34743     |
 FE2349|---------------------------------------------------------------------|
 FE2349
 FE2349                          SUPERSEDED SURVEY CONTROL
 FE2349
 FE2349  NAD 83(1995)-  35 36 54.96961(N)    088 49 10.05430(W) AD(       ) 1
 FE2349  NAD 83(1986)-  35 36 54.97614(N)    088 49 10.05024(W) AD(       ) 1
 FE2349  NAD 27      -  35 36 54.72100(N)    088 49 09.84500(W) AD(       ) 1
 FE2349  NGVD 29 (10/12/01)  121.66   (m)          399.1    (f) RESET       3  
 FE2349
 FE2349.Superseded values are not recommended for survey control.
 FE2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2349.See file dsdata.txt to determine how the superseded data were derived.
 FE2349
 FE2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3521542801(NAD 83)
 FE2349_MARKER: DS = TRIANGULATION STATION DISK
 FE2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2349_SP_SET: CONCRETE POST
 FE2349_STAMPING: HIGHLAND S BASE 1951
 FE2349_MARK LOGO: CGS   
 FE2349_PROJECTION: RECESSED 10 CENTIMETERS
 FE2349_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2349+STABILITY: SURFACE MOTION
 FE2349
 FE2349  HISTORY     - Date     Condition        Report By
 FE2349  HISTORY     - 1951     MONUMENTED       CGS
 FE2349  HISTORY     - 1985     GOOD             NGS
 FE2349  HISTORY     - 1985     GOOD             NGS
 FE2349  HISTORY     - 19850313 GOOD             NGS
 FE2349
 FE2349                          STATION DESCRIPTION
 FE2349
 FE2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2349'STATION IS LOCATED ON THE NORTHWEST CORNER OF MARKET AND LAFAYETTE
 FE2349'STREETS IN DOWNTOWN JACKSON.  IT IS A 14.5 FEET SOUTHEAST OF
 FE2349'THE SOUTHEAST CORNER OF A RED BRICK BUILDING, 4.5 FEET WEST OF THE
 FE2349'CURB ON MARKET STREET AND 4.0 FEET NORTH OF THE CURB ON
 FE2349'LAFAYETTE STREET.  THE MARK IS A SQUARE HOLE CUT OUT OF THE SIDEWALK,
 FE2349'FILLED WITH CONCRETE AND THE DISK IS STAMPED HIGHLANDS S BASE 1951.
 FE2349'
 FE2349'REFERENCE MARK NO. 1 IS AT THE NORTHWEST CORNER OF THE RED BRICK
 FE2349'BUILDING. THE DISK IS SET IN A DRILL HOLE IN THE SIDEWALK AND
 FE2349'STAMPED HIGHLAND S BASE NO 1 1951.
 FE2349'
 FE2349'REFERENCE MARK NO. 2 IS AT THE EAST END OF THE LAFAYETTE STREET
 FE2349'ENTRANCE TO THE BRICK BUILDING.  IT IS 49.5 FEET WEST OF THE CURB
 FE2349'ON MARKET STREET AND 17.5 FEET NORTH OF THE CURB ON LAFAYETTE ST.
 FE2349'THE MARK IS SET IN A DRILL HOLE IN THE SIDEWALK AND STAMPED
 FE2349'HIGHLAND S BASE NO 2 1951.
 FE2349'
 FE2349'AZIMUTH MARK IS ON THE NORTHWEST CORNER OF LAFAYETTE AND LIBERTY
 FE2349'STREETS IN DOWNTOWN JACKSON.  IT IS 15.3 FEET WEST OF THE CURB ON
 FE2349'LIBERTY STREET, 7.6 FEET NORTH OF THE CURB ON LAFAYETTE STREET AND
 FE2349'5.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A TAN BRICK BUILDING.  THE
 FE2349'DISK IS SET IN A DRILL HOLE IN THE SIDEWALK AND STAMPED HIGHLAND S
 FE2349'BASE 1951.
 FE2349'
 FE2349'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2349
 FE2349                          STATION RECOVERY (1985)
 FE2349
 FE2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2349'IN JACKSON.
 FE2349'IN DOWNTOWN JACKSON AT THE INTERSECTION OF HIGHLAND AVENUE AND
 FE2349'LAFAYETTE STREET, 10.4 M (34.1 FT) WEST FROM THE CENTERLINE OF
 FE2349'HIGHLAND AVENUE, 10.4 M (34.1 FT) NORTH FROM THE CENTERLINE OF
 FE2349'LAFAYETTE STREET, 4.5 M (14.8 FT) SOUTHEAST FROM THE STEEL POST AT
 FE2349'THE SOUTHEAST CORNER OF THE BRICK BUILDING ON THE CORNER AND UNDER
 FE2349'THE LID OF A 45 CM (18 INCH) SQUARE STEEL BOX IN THE SIDEWALK.
 FE2349'THE MARK IS ABOVE LEVEL WITH HIGHLAND AVENUE.
 FE2349
 FE2349                          STATION RECOVERY (1985)
 FE2349
 FE2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2349'IN DOWNTOWN JACKSON AT THE INTERSECTION OF HIGHLAND AVENUE AND
 FE2349'LAFAYETTE STREET, 10.4 M (34.1 FT) WEST FROM THE CENTERLINE OF
 FE2349'HIGHLAND AVENUE, 10.4 M (34.1 FT) NORTH FROM THE CENTERLINE OF
 FE2349'LAFAYETTE STREET, 4.5 M (14.8 FT) SOUTHEAST FROM THE STEEL POST AT
 FE2349'THE SOUTHEAST CORNER OF THE BRICK BUILDING ON THE CORNER AND UNDER
 FE2349'THE LID OF A 45 CM (18 INCH) SQUARE STEEL BOX IN THE SIDEWALK.
 FE2349'THE MARK IS ABOVE LEVEL WITH HIGHLAND AVENUE.
 FE2349
 FE2349                          STATION RECOVERY (1985)
 FE2349
 FE2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FE2349'ALL MARKS WERE RECOVERED IN GOOD CONDITION BUT THE SIDEWALK AT THE
 FE2349'STATION MARK HAS BEEN REBUILT AND THE MARK IS NOW RECESSED UNDER A
 FE2349'STEEL BOX IN THE NEW CONCRETE.  ADDITIONAL CONSTRUCTION WOULD DESTROY
 FE2349'RM 1 AND RM 2 SO THEY WERE REMOVED AFTE CHECK MEASUREMENTS WERE MADE.
 FE2349'A GOOD CHECK COULD NOT BE OBTAINED BETWEEN THE EXISTING MARKS SO AN
 FE2349'ASTRONOMIC AZIMUTH WAS OBSERVED AND THE FOLLOWING DISCREPANCIES WERE
 FE2349'NOTED.  THE DISTANCE TO THE AZ MK CHECKED BUT THE DIRECTION DIFFERED
 FE2349'BY 31 SECONDS.  THE DISTANCE AND DIRECTION TO NATIONAL AZ MK BOTH
 FE2349'CHECKED.  THE DIRECTION TO RM 1 CHECKED BUT THE DISTANCE WAS LONGER BY
 FE2349'0.024 METERS.  (0.079 FT) THE DIRECTION TO RM 2 DIFFERED BY 3 MINUTES
 FE2349'AND 11 SECONDS AND THE DISTANCE WAS LONGER BY 0.018 METERS (0.059 FT)
 FE2349'RM 3 AND RM 4 WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 FE2349' 
 FE2349'THE STATION IS LOCATED ON THE NORTHEAST CORNER OF HIGHLAND AVENUE AND
 FE2349'LAFAYETTE STREET IN DOWNTOWN JACKSON.  THE STATION IS A STANDARD CGS
 FE2349'DISK STAMPED---HIGHLAND S BASE 1951---, SET INTO THE TOP OF A SQUARE
 FE2349'CONCRETE MONUMENT, RECESSED 4 INCHES (10 CM) BELOW THE GROUND.  THE
 FE2349'MARK IS UNDER A 45 CM (18 INCH) SQUARE STEEL BOX WHICH IS SET FLUSH
 FE2349'WITH THE SIDEWALK.  THE STATION IS LOCATED 10.4 METERS (34.1 FT) WEST
 FE2349'FROM THE CENTERLINE OF HIGHLAND AVENUE, 10.4 METERS (34.1 FT) NORTH
 FE2349'FROM THE CENTERLINE OF LAFAYETTE STREET, 4.5 METERS (14.8 FT)
 FE2349'SOUTHEAST FROM THE STEEL POST AT THE SOUTHEAST CORNER OF A BUILDING.
 FE2349' 
 FE2349'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--HIGHLAND S BASE
 FE2349'1951 NO 3 1984--,SET INTO A CONCRETE CURB.  THE STATION IS LOCATD 14.6
 FE2349'METERS (47.9 FT) NORTH FROM THE CENTERLINE OF LAFAYETTE STREET 8.2
 FE2349'METERS (26.9 FT) WEST FROM THE CENTERLINE OF HIGHLAND AVENUE 4.9
 FE2349'METERS (16.1 FT) EAST FROM THE STEEL POST AT THE SOUTHEAST CORNER OF A
 FE2349'BUILDING.
 FE2349' 
 FE2349'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--HIGHLAND S BASE
 FE2349'1951 NO 4 1984--, SET INTO THE A CONCRETE CURB.  THE STATION IS
 FE2349'LOCATED
 FE2349'19.2 METERS (63.0 FT) WEST FROM THE CENTERLINE OF HIGHLAND AVENUE 8.8
 FE2349'METERS (28.9 FT) NORTH FROM THE CENTERLINE OF LAFAYETTE STREET 7.3
 FE2349'METERS (24.0 FT) SOUTH FROM THE STEEL POST AT THE SOUTHEAST CORNER OF
 FE2349'A BUILDING AND 0.2 METERS (0.7 FT) LOWER THAN THE STATION.
 FE2349' 
 FE2349'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--HIGHLAND S BASE
 FE2349'1951--, SET IN A CONCRETE SIDEWALK.  LOCATED 15.3 FEET (4.66 METERS)
 FE2349'WEST FROM THE WEST CURB OF LIBERTY STREET.  7.6 FEET (2.32 METERS)
 FE2349'NORTH FROM THE NORTH CURB OF LAFAYETTE STREET.  5.0 FEET, 1.52 METER
 FE2349'SOUTH FROM THE SOUTHEAST CORNER OF A BRICK BUILDING.  TO REACH THE
 FE2349'AZIMUTH MARK FROM THE STATION GO EAST 0.1 KM (0.05 MI) ON LAFAYETTE
 FE2349'STREET TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2350 ***********************************************************************
 FE2350  DESIGNATION -  HIGHLAND SOUTH BASE AZ MK
 FE2350  PID         -  FE2350
 FE2350  STATE/COUNTY-  TN/MADISON
 FE2350  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2350
 FE2350                         *CURRENT SURVEY CONTROL
 FE2350  ___________________________________________________________________
 FE2350* NAD 83(1995)-  35 36 54.87501(N)    088 49 06.01785(W)     ADJUSTED  
 FE2350* NAVD 88     -       123.74   (meters)     406.0    (feet)  RESET     
 FE2350  ___________________________________________________________________
 FE2350  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2350  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2350
 FE2350  HORZ ORDER  -  SECOND
 FE2350  VERT ORDER  -  THIRD
 FE2350
 FE2350.The horizontal coordinates were established by classical geodetic methods
 FE2350.and adjusted by the National Geodetic Survey in April 1999..
 FE2350
 FE2350.The orthometric height was computed from unverified reset data.
 FE2350
 FE2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2350
 FE2350.The geoid height was determined by GEOID03.
 FE2350
 FE2350;                    North         East     Units Scale Factor Converg.
 FE2350;SPC TN       -   145,902.833   344,706.241   MT  0.99995565   -1 38 59.9
 FE2350;SPC TN       -   478,682.88  1,130,923.73   sFT  0.99995565   -1 38 59.9
 FE2350;UTM  16      - 3,942,796.723   335,316.170   MT  0.99993421   -1 03 32.9
 FE2350
 FE2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2350!SPC TN       -   0.99998501  x   0.99995565  =   0.99994066
 FE2350!UTM  16      -   0.99998501  x   0.99993421  =   0.99991922
 FE2350
 FE2350                          SUPERSEDED SURVEY CONTROL
 FE2350
 FE2350  NAD 83(1995)-  35 36 54.87994(N)    088 49 06.02274(W) AD(       ) 2
 FE2350  NAD 83(1986)-  35 36 54.88646(N)    088 49 06.01885(W) AD(       ) 2
 FE2350  NAD 27      -  35 36 54.63100(N)    088 49 05.81400(W) AD(       ) 2
 FE2350  NGVD 29 (10/12/01)  123.78   (m)          406.1    (f) RESET       3  
 FE2350
 FE2350.Superseded values are not recommended for survey control.
 FE2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2350.See file dsdata.txt to determine how the superseded data were derived.
 FE2350
 FE2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3531642797(NAD 83)
 FE2350_MARKER: DZ = AZIMUTH MARK DISK
 FE2350_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2350_SP_SET: SIDEWALK
 FE2350_STAMPING: HIGHLAND S BASE 1951
 FE2350_MARK LOGO: CGS   
 FE2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2350
 FE2350  HISTORY     - Date     Condition        Report By
 FE2350  HISTORY     - 1951     MONUMENTED       CGS
 FE2350  HISTORY     - 1985     GOOD             NGS
 FE2350  HISTORY     - 1985     GOOD             NGS
 FE2350
 FE2350                          STATION DESCRIPTION
 FE2350
 FE2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2350'STATION IS LOCATED ON THE NORTHWEST CORNER OF LAFAYETTE AND LIBERTY
 FE2350'STREETS IN DOWNTOWN JACKSON.  IT IS 15.3 FEET WEST OF THE CURB ON
 FE2350'LIBERTY STREET, 7.6 FEET NORTH OF THE CURB ON LAFAYETTE STREET AND
 FE2350'5.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A TAN BRICK BUILDING.  THE
 FE2350'DISK IS SET IN A DRILL HOLE IN THE SIDEWALK AND STAMPED HIGHLAND S.
 FE2350'BASE 1951.
 FE2350'
 FE2350'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2350
 FE2350                          STATION RECOVERY (1985)
 FE2350
 FE2350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2350'IN JACKSON.
 FE2350'IN DOWNTOWN JACKSON ON THE NORTHWEST CORNER OF LAFAYETTE AND LIBERTY
 FE2350'STREETS, 4.7 M (15.4 FT) WEST OF THE CURB ON LIBERTY STREET AND 1.52
 FE2350'M (5.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE BRICK BUILDING ON THE
 FE2350'CORNER.
 FE2350'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 FE2350
 FE2350                          STATION RECOVERY (1985)
 FE2350
 FE2350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2350'IN DOWNTOWN JACKSON ON THE NORTHWEST CORNER OF LAFAYETTE AND LIBERTY
 FE2350'STREETS, 4.7 M (15.4 FT) WEST OF THE CURB ON LIBERTY STREET AND 1.52
 FE2350'M (5.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE BRICK BUILDING ON THE
 FE2350'CORNER.
 FE2350'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2831 ***********************************************************************
 FE2831  DESIGNATION -  HIGHLAND SOUTH BASE RM 3
 FE2831  PID         -  FE2831
 FE2831  STATE/COUNTY-  TN/MADISON
 FE2831  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2831
 FE2831                         *CURRENT SURVEY CONTROL
 FE2831  ___________________________________________________________________
 FE2831* NAD 83(1986)-  35 36 54.     (N)    088 49 09.     (W)     SCALED    
 FE2831* NAVD 88     -       121.64   (meters)     399.1    (feet)  RESET     
 FE2831  ___________________________________________________________________
 FE2831  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2831
 FE2831  VERT ORDER  -  THIRD
 FE2831
 FE2831.The horizontal coordinates were scaled from a topographic map and have
 FE2831.an estimated accuracy of +/- 6 seconds.
 FE2831
 FE2831.The orthometric height was computed from unverified reset data.
 FE2831.No vertical observational check was made to the station.
 FE2831
 FE2831.The geoid height was determined by GEOID03.
 FE2831
 FE2831;                    North         East    Units  Estimated Accuracy
 FE2831;SPC TN       -   145,880.      344,630.      MT  (+/- 180 meters Scaled)
 FE2831
 FE2831                          SUPERSEDED SURVEY CONTROL
 FE2831
 FE2831  NGVD 29 (10/12/01)  121.67   (m)          399.2    (f) RESET       3  
 FE2831
 FE2831.Superseded values are not recommended for survey control.
 FE2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2831.See file dsdata.txt to determine how the superseded data were derived.
 FE2831
 FE2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE352427(NAD 83)
 FE2831_MARKER: DB = BENCH MARK DISK
 FE2831_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2831_SP_SET: CURB
 FE2831_STAMPING: HIGHLAND S BASE 1951 NO 3 1984
 FE2831_MARK LOGO: NGS   
 FE2831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2831
 FE2831  HISTORY     - Date     Condition        Report By
 FE2831  HISTORY     - 1984     MONUMENTED       NGS
 FE2831
 FE2831                          STATION DESCRIPTION
 FE2831
 FE2831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FE2831'IN JACKSON.
 FE2831'IN DOWNTOWN JACKSON AT THE INTERSECTION OF HIGHLAND AVENUE AND
 FE2831'LAFAYETTE STREET, 14.6 M (47.9 FT) NORTH FROM THE CENTERLINE OF
 FE2831'LAFAYETTE STREET, 8.2 M (26.9 FT) WEST FROM THE CENTERLINE OF
 FE2831'HIGHLAND AVENUE AND 4.9 M (16.1 FT) EAST FROM THE STEEL POST AT THE
 FE2831'SOUTHEAST CORNER OF THE BRICK BUILDING ON THE CORNER.
 FE2831'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2832 ***********************************************************************
 FE2832  DESIGNATION -  HIGHLAND SOUTH BASE RM 4
 FE2832  PID         -  FE2832
 FE2832  STATE/COUNTY-  TN/MADISON
 FE2832  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2832
 FE2832                         *CURRENT SURVEY CONTROL
 FE2832  ___________________________________________________________________
 FE2832* NAD 83(1986)-  35 36 54.     (N)    088 49 09.     (W)     SCALED    
 FE2832* NAVD 88     -       121.43   (meters)     398.4    (feet)  RESET     
 FE2832  ___________________________________________________________________
 FE2832  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2832
 FE2832  VERT ORDER  -  THIRD
 FE2832
 FE2832.The horizontal coordinates were scaled from a topographic map and have
 FE2832.an estimated accuracy of +/- 6 seconds.
 FE2832
 FE2832.The orthometric height was computed from unverified reset data.
 FE2832.No vertical observational check was made to the station.
 FE2832
 FE2832.The geoid height was determined by GEOID03.
 FE2832
 FE2832;                    North         East    Units  Estimated Accuracy
 FE2832;SPC TN       -   145,880.      344,630.      MT  (+/- 180 meters Scaled)
 FE2832
 FE2832                          SUPERSEDED SURVEY CONTROL
 FE2832
 FE2832  NGVD 29 (10/12/01)  121.47   (m)          398.5    (f) RESET       3  
 FE2832
 FE2832.Superseded values are not recommended for survey control.
 FE2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2832.See file dsdata.txt to determine how the superseded data were derived.
 FE2832
 FE2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE352427(NAD 83)
 FE2832_MARKER: DR = REFERENCE MARK DISK
 FE2832_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2832_SP_SET: CURB
 FE2832_STAMPING: HIGHLAND S BASE 1951 NO 4 1984
 FE2832_MARK LOGO: NGS   
 FE2832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2832
 FE2832  HISTORY     - Date     Condition        Report By
 FE2832  HISTORY     - 1984     MONUMENTED       NGS
 FE2832
 FE2832                          STATION DESCRIPTION
 FE2832
 FE2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FE2832'IN JACKSON.
 FE2832'IN DOWNTOWN JACKSON, AT THE INTERSECTION OF HIGHLAND AVENUE AND
 FE2832'LAFAYETTE STREET, 19.2 M (63.0 FT) WEST FROM THE CENTERLINE OF
 FE2832'HIGHLAND AVENUE, 8.8 M (28.9 FT) NORTH FROM THE CENTERLINE OF
 FE2832'LAFAYETTE STREET AND 7.3 M (24.0 FT) SOUTH FROM THE STEEL POST AT THE
 FE2832'SOUTHEAST CORNER OF THE BRICK BUILDING ON THE CORNER.
 FE2832'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0348 ***********************************************************************
 GA0348  DESIGNATION -  HIGHWAY 11 W MARK
 GA0348  PID         -  GA0348
 GA0348  STATE/COUNTY-  TN/SULLIVAN
 GA0348  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0348
 GA0348                         *CURRENT SURVEY CONTROL
 GA0348  ___________________________________________________________________
 GA0348* NAD 83(1986)-  36 35 20.     (N)    082 15 30.     (W)     SCALED    
 GA0348* NAVD 88     -       544.728  (meters)    1787.16   (feet)  ADJUSTED  
 GA0348  ___________________________________________________________________
 GA0348  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0348  DYNAMIC HT  -         544.223 (meters)    1785.51  (feet)  COMP
 GA0348  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 GA0348
 GA0348  VERT ORDER  -  SECOND    CLASS 0
 GA0348
 GA0348.The horizontal coordinates were scaled from a topographic map and have
 GA0348.an estimated accuracy of +/- 6 seconds.
 GA0348
 GA0348.The orthometric height was determined by differential leveling
 GA0348.and adjusted by the National Geodetic Survey in June 1991..
 GA0348
 GA0348.The geoid height was determined by GEOID03.
 GA0348
 GA0348.The dynamic height is computed by dividing the NAVD 88
 GA0348.geopotential number by the normal gravity value computed on the
 GA0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0348.degrees latitude (g = 980.6199 gals.).
 GA0348
 GA0348.The modeled gravity was interpolated from observed gravity values.
 GA0348
 GA0348;                    North         East    Units  Estimated Accuracy
 GA0348;SPC TN       -   256,660.      934,770.      MT  (+/- 180 meters Scaled)
 GA0348
 GA0348                          SUPERSEDED SURVEY CONTROL
 GA0348
 GA0348  NGVD 29 (??/??/92)  544.858  (m)         1787.59   (f) ADJ UNCH    2 0
 GA0348
 GA0348.Superseded values are not recommended for survey control.
 GA0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0348.See file dsdata.txt to determine how the superseded data were derived.
 GA0348
 GA0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA874500(NAD 83)
 GA0348_MARKER: DD = SURVEY DISK
 GA0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0348_SP_SET: OVERPASS
 GA0348_MARK LOGO: TNHD  
 GA0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0348
 GA0348  HISTORY     - Date     Condition        Report By
 GA0348  HISTORY     - UNK      MONUMENTED       TNHD
 GA0348  HISTORY     - 1961     GOOD             NGS
 GA0348
 GA0348                          STATION DESCRIPTION
 GA0348
 GA0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0348'IN BRISTOL.
 GA0348'THIS BENCH MARK IS AT THE U.S. HIGHWAY 11W OVERPASS OVER INTERSTATE
 GA0348'HIGHWAY 81 IN WEST BRISTOL.  THE DISK IS CEMENTED IN A DRILL HOLE
 GA0348'IN WALKWAY AT THE SOUTHWEST END OF THE WEST BOUND TRAFFIC LANES
 GA0348'OF THE OVERPASS, 19.5 FT. SOUTH OF THE CENTER OF WEST BOUND
 GA0348'TRAFFIC LANES AND 1 FT. WEST OF THE EAST END OF THE WALKWAY, AND
 GA0348'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0836 ***********************************************************************
 GC0836  DESIGNATION -  HILL
 GC0836  PID         -  GC0836
 GC0836  STATE/COUNTY-  TN/DAVIDSON
 GC0836  USGS QUAD   -  OAK HILL (1968)
 GC0836
 GC0836                         *CURRENT SURVEY CONTROL
 GC0836  ___________________________________________________________________
 GC0836* NAD 83(1995)-  36 03 29.11644(N)    086 51 14.55704(W)     ADJUSTED  
 GC0836* NAVD 88     -       199.597  (meters)     654.84   (feet)  ADJUSTED  
 GC0836  ___________________________________________________________________
 GC0836  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC0836  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0836  DYNAMIC HT  -         199.424 (meters)     654.28  (feet)  COMP
 GC0836  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 GC0836
 GC0836  HORZ ORDER  -  SECOND
 GC0836  VERT ORDER  -  SECOND    CLASS 0
 GC0836
 GC0836.The horizontal coordinates were established by classical geodetic methods
 GC0836.and adjusted by the National Geodetic Survey in April 1999..
 GC0836
 GC0836.The orthometric height was determined by differential leveling
 GC0836.and adjusted by the National Geodetic Survey in June 1991..
 GC0836
 GC0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0836
 GC0836.The geoid height was determined by GEOID03.
 GC0836
 GC0836.The dynamic height is computed by dividing the NAVD 88
 GC0836.geopotential number by the normal gravity value computed on the
 GC0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0836.degrees latitude (g = 980.6199 gals.).
 GC0836
 GC0836.The modeled gravity was interpolated from observed gravity values.
 GC0836
 GC0836;                    North         East     Units Scale Factor Converg.
 GC0836;SPC TN       -   191,696.278   523,057.149   MT  0.99995602   -0 29 60.0
 GC0836;SPC TN       -   628,923.54  1,716,063.33   sFT  0.99995602   -0 29 60.0
 GC0836;UTM  16      - 3,990,401.137   513,145.052   MT  0.99960213   +0 05 09.3
 GC0836
 GC0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0836!SPC TN       -   0.99997323  x   0.99995602  =   0.99992925
 GC0836!UTM  16      -   0.99997323  x   0.99960213  =   0.99957537
 GC0836
 GC0836|---------------------------------------------------------------------|
 GC0836| PID    Reference Object                     Distance      Geod. Az  |
 GC0836|                                                           dddmmss.s |
 GC0836| GC0837 HILL RM 1                            27.455 METERS 03528     |
 GC0836| GC0835 HILL RM 2                            26.144 METERS 21207     |
 GC0836| GC0830 SNEED                               APPROX. 4.8 KM 2141211.5 |
 GC0836| GC0834 HILL AZ MK                                         2164041.3 |
 GC0836|---------------------------------------------------------------------|
 GC0836
 GC0836                          SUPERSEDED SURVEY CONTROL
 GC0836
 GC0836  NAD 83(1995)-  36 03 29.11884(N)    086 51 14.55889(W) AD(       ) 2
 GC0836  NAD 83(1995)-  36 03 29.11979(N)    086 51 14.55909(W) AD(       ) 2
 GC0836  NAD 83(1986)-  36 03 29.12710(N)    086 51 14.56042(W) AD(       ) 2
 GC0836  NAD 27      -  36 03 28.90790(N)    086 51 14.55550(W) AD(       ) 2
 GC0836  NGVD 29 (??/??/92)  199.612  (m)          654.89   (f) ADJ UNCH    2 0
 GC0836
 GC0836.Superseded values are not recommended for survey control.
 GC0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0836.See file dsdata.txt to determine how the superseded data were derived.
 GC0836
 GC0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1314590401(NAD 83)
 GC0836_MARKER: DD = SURVEY DISK
 GC0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0836_STAMPING: HILL 1963
 GC0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0836+STABILITY: SURFACE MOTION
 GC0836
 GC0836  HISTORY     - Date     Condition        Report By
 GC0836  HISTORY     - 1963     MONUMENTED       TNHD
 GC0836  HISTORY     - 1963     GOOD             TNHD
 GC0836
 GC0836                          STATION DESCRIPTION
 GC0836
 GC0836'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0836'5 MI S FROM NASHVILLE.
 GC0836'FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO 4.0 MILES SOUTH
 GC0836'ON U.S. HIGHWAY 431 TO THE STATION ON THE LEFT.  THE MARK IS 37
 GC0836'FEET SOUTHWEST OF A 12-INCH ELM TREE, 31 FEET NORTH OF THE
 GC0836'TELEPHONE POLE NO. 90, AND 27 FEET EAST OF THE CENTER LINE OF
 GC0836'U.S. HIGHWAY 431.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0836'MONUMENT.
 GC0836
 GC0836                          STATION RECOVERY (1963)
 GC0836
 GC0836'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GC0836'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF NASHVILLE.
 GC0836'
 GC0836'TO REACH THE STATION FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO
 GC0836'4.0 MILES SOUTH ON U.S. HIGHWAY 431 TO THE STATION ON THE LEFT.
 GC0836'
 GC0836'THE STATION IS 37 FEET SOUTHWEST OF A 12-INCH ELM TREE, 31 FEET NORTH
 GC0836'OF THE TELEPHONE POLE NO. 90, AND 27 FEET EAST OF THE APPROXIMATE
 GC0836'CENTER OF U.S. HIGHWAY 431. THE SURFACE AND UNDERGROUND MARKS ARE
 GC0836'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GC0836'STAMPED HILL 1963.
 GC0836'
 GC0836'REFERENCE MARK NO. 1 IS 52 FEET SOUTHWEST OF THE TELEPHONE POLE NO
 GC0836'89, 30 FEET EAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 431, AND
 GC0836'23 FEET NORTH OF AN 8-INCH HACKBERRY TREE. THE MARK IS A STANDARD
 GC0836'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0836'CONCRETE MONUMENT AND THE DISK IS STAMPED HILL RM-1 1963.
 GC0836'
 GC0836'REFERENCE MARK NO. 2 IS 56 FEET SOUTH OF THE TELEPHONE POLE NO. 90,
 GC0836'30 FEET EAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 431, AND
 GC0836'17 FEET WEST OF A TWIN-TRUNKED 12-INCH ELM TREE. THE MARK IS A
 GC0836'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 12-INCH ROUND
 GC0836'CONCRETE MONUMENT, 3 INCHES BELOW THE SURFACE, AND THE DISK IS
 GC0836'STAMPED HILL RM-2 1963.
 GC0836'
 GC0836'THE AZIMUTH MARK IS 29 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 GC0836'HIGHWAY 431, 11 FEET EAST OF A WIRE FENCE, AND 3 FEET NORTH OF A
 GC0836'POWER POLE. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC0836'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC0836'STAMPED HILL AZI 1963.
 GC0836'
 GC0836'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE 0.15 MILE SOUTH
 GC0836'ON U.S. HIGHWAY 431 TO THE MARK ON THE RIGHT.
 GC0836'
 GC0836'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0406 ***********************************************************************
 FD0406  DESIGNATION -  HILL
 FD0406  PID         -  FD0406
 FD0406  STATE/COUNTY-  TN/GILES
 FD0406  USGS QUAD   -  TARPLEY (1982)
 FD0406
 FD0406                         *CURRENT SURVEY CONTROL
 FD0406  ___________________________________________________________________
 FD0406* NAD 83(1995)-  35 13 30.35967(N)    086 53 21.67396(W)     ADJUSTED  
 FD0406* NAVD 88     -       285.547  (meters)     936.83   (feet)  ADJUSTED  
 FD0406  ___________________________________________________________________
 FD0406  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FD0406  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0406  DYNAMIC HT  -         285.281 (meters)     935.96  (feet)  COMP
 FD0406  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FD0406
 FD0406  HORZ ORDER  -  SECOND
 FD0406  VERT ORDER  -  SECOND    CLASS 0
 FD0406
 FD0406.The horizontal coordinates were established by classical geodetic methods
 FD0406.and adjusted by the National Geodetic Survey in April 1999..
 FD0406
 FD0406.The orthometric height was determined by differential leveling
 FD0406.and adjusted by the National Geodetic Survey in June 1991..
 FD0406
 FD0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0406
 FD0406.The geoid height was determined by GEOID03.
 FD0406
 FD0406.The dynamic height is computed by dividing the NAVD 88
 FD0406.geopotential number by the normal gravity value computed on the
 FD0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0406.degrees latitude (g = 980.6199 gals.).
 FD0406
 FD0406.The modeled gravity was interpolated from observed gravity values.
 FD0406
 FD0406;                    North         East     Units Scale Factor Converg.
 FD0406;SPC TN       -    99,309.872   519,036.226   MT  1.00000449   -0 31 14.4
 FD0406;SPC TN       -   325,819.14  1,702,871.35   sFT  1.00000449   -0 31 14.4
 FD0406;UTM  16      - 3,898,011.860   510,068.916   MT  0.99960125   +0 03 49.8
 FD0406
 FD0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0406!SPC TN       -   0.99995952  x   1.00000449  =   0.99996401
 FD0406!UTM  16      -   0.99995952  x   0.99960125  =   0.99956079
 FD0406
 FD0406|---------------------------------------------------------------------|
 FD0406| PID    Reference Object                     Distance      Geod. Az  |
 FD0406|                                                           dddmmss.s |
 FD0406| FD0407 HILL RM 1                             8.000 METERS 23555     |
 FD0406| FD0408 HILL RM 2                             8.212 METERS 33716     |
 FD0406| FD0404 BEECH                               APPROX. 0.9 KM 3534806.5 |
 FD0406|---------------------------------------------------------------------|
 FD0406
 FD0406                          SUPERSEDED SURVEY CONTROL
 FD0406
 FD0406  NAD 83(1995)-  35 13 30.36172(N)    086 53 21.67397(W) AD(       ) 2
 FD0406  NAD 83(1995)-  35 13 30.36465(N)    086 53 21.67659(W) AD(       ) 2
 FD0406  NAD 83(1986)-  35 13 30.36872(N)    086 53 21.67506(W) AD(       ) 2
 FD0406  NAD 27      -  35 13 30.08380(N)    086 53 21.66400(W) AD(       ) 2
 FD0406  NGVD 29 (??/??/92)  285.523  (m)          936.75   (f) ADJ UNCH    2 0
 FD0406
 FD0406.Superseded values are not recommended for survey control.
 FD0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0406.See file dsdata.txt to determine how the superseded data were derived.
 FD0406
 FD0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1006998012(NAD 83)
 FD0406_MARKER: DE = TRAVERSE STATION DISK
 FD0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0406_STAMPING: HILL 1960
 FD0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0406+STABILITY: SURFACE MOTION
 FD0406
 FD0406  HISTORY     - Date     Condition        Report By
 FD0406  HISTORY     - 1960     MONUMENTED       CGS
 FD0406  HISTORY     - 1960     GOOD             CGS
 FD0406
 FD0406                          STATION DESCRIPTION
 FD0406
 FD0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0406'THE STATION IS LOCATED ON THE PROPERTY OF MR HOWARD GEORGE, ABOUT 3
 FD0406'MILES NORTHWEST OF
 FD0406'FRANKEWING, AND ABOUT 0.4 MILE SOUTH OF THE BEECH
 FD0406'HILL HIGH SCHOOL.
 FD0406'
 FD0406'TO REACH THE STATION FROM THE BEECH HILL HIGH SCHOOL, IN THE SMALL
 FD0406'SETTLEMENT OF
 FD0406'BEECH HILL, GO SOUTH ON A HARD SURFACE ROAD FOR 0.35 MILE TO
 FD0406'A T FENCE CORNER ON THE RIGHT,
 FD0406'AND THE END OF TRUCK TRAVEL.  PACK
 FD0406'WEST, ON THE NORTH SIDE OF A WIRE FENCE, ABOUT
 FD0406'200 YARDS TO THE
 FD0406'STATION, JUST BELOW THE SUMMIT OF THE HILL.
 FD0406'
 FD0406'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0406'MONUMENT, STAMPED
 FD0406'HILL 1960, AND SET FLUSH.  IT IS 8 FEET NORTH OF A
 FD0406'WIRE FENCE, 5.1 FEET NORTH OF A
 FD0406'WITNESS SIGN, AND ON THE EASTERN
 FD0406'SLOPE OF THE HILL.
 FD0406'
 FD0406'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0406'STAMPED HILL NO 1
 FD0406'1960, AND SET FLUSH.  IT IS 24.9 FEET SOUTHWEST OF
 FD0406'A WITNESS SIGN, 5 INCHES NORTH OF A
 FD0406'WORE FENCE, AND SET ABOUT 3 FEET
 FD0406'HIGHER THAN THE STATION MARK.
 FD0406'
 FD0406'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0406'STAMPED HILL NO 2
 FD0406'1960, AND SET FLUSH.  IT IS 32.0 FEET NORTH OF A
 FD0406'WITNESS SIGN, AND SET ABOUT THE SAME
 FD0406'ELEVATION AS THE STATION MARK.
 FD0406'
 FD0406'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0406'41.3 FEET.
 FD0406'
 FD0406'AN AZIMUTH MARK WAS NOT SET FOR THIS STATION, TRAVERSE STATION BEECH
 FD0406'WILL SERVE AS THE
 FD0406'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0406'
 FD0406'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FD0406
 FD0406                          STATION RECOVERY (1960)
 FD0406
 FD0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0406'0.3 MI S FROM BEECH HILL.
 FD0406'FROM THE BEECH HILL SCHOOL IN BEECH HILL, GO SOUTH ON A PAVED
 FD0406'ROAD FOR 0.3 MILE TO A T FENCE CORNER ON THE RIGHT, THEN GO
 FD0406'ABOUT 200 YARDS WEST JUST BELOW THE SUMMIT OF THE HILL TO THE
 FD0406'STATION.  THE STATION MARK IS 8 FT. NORTH OF A WIRE FENCE, 5.1
 FD0406'FT. NORTH OF A WITNESS SIGN, AND ON THE EASTERN SLOPE OF THE
 FD0406'HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0406'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2539 ***********************************************************************
 GB2539  DESIGNATION -  HILL
 GB2539  PID         -  GB2539
 GB2539  STATE/COUNTY-  TN/ANDERSON
 GB2539  USGS QUAD   -  NORRIS (1990)
 GB2539
 GB2539                         *CURRENT SURVEY CONTROL
 GB2539  ___________________________________________________________________
 GB2539* NAD 83(1995)-  36 12 32.50341(N)    084 04 15.28175(W)     ADJUSTED  
 GB2539* NAVD 88     -       420.6    (meters)    1380.     (feet)  VERTCON   
 GB2539  ___________________________________________________________________
 GB2539  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 GB2539  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB2539
 GB2539  HORZ ORDER  -  SECOND
 GB2539
 GB2539.The horizontal coordinates were established by classical geodetic methods
 GB2539.and adjusted by the National Geodetic Survey in April 1999..
 GB2539
 GB2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2539
 GB2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2539
 GB2539.The geoid height was determined by GEOID03.
 GB2539
 GB2539;                    North         East     Units Scale Factor Converg.
 GB2539;SPC TN       -   209,818.114   773,457.082   MT  0.99996976   +1 07 45.7
 GB2539;SPC TN       -   688,378.26  2,537,583.78   sFT  0.99996976   +1 07 45.7
 GB2539;UTM  16      - 4,011,111.414   763,328.292   MT  1.00045447   +1 43 52.7
 GB2539;UTM  17      - 4,011,506.259   223,918.015   MT  1.00053925   -1 48 54.8
 GB2539
 GB2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2539!SPC TN       -   0.99993877  x   0.99996976  =   0.99990853
 GB2539!UTM  16      -   0.99993877  x   1.00045447  =   1.00039321
 GB2539!UTM  17      -   0.99993877  x   1.00053925  =   1.00047799
 GB2539
 GB2539|---------------------------------------------------------------------|
 GB2539| PID    Reference Object                     Distance      Geod. Az  |
 GB2539|                                                           dddmmss.s |
 GB2539| DC2155 HILL RM 1                             8.995 METERS 06921     |
 GB2539| DC2156 HILL RM 2                             6.921 METERS 19256     |
 GB2539| GB0643 HILL AZ MK                          APPROX. 1.3 KM 3131910.1 |
 GB2539|---------------------------------------------------------------------|
 GB2539
 GB2539                          SUPERSEDED SURVEY CONTROL
 GB2539
 GB2539  NAD 83(1995)-  36 12 32.50768(N)    084 04 15.28578(W) AD(       ) 2
 GB2539  NAD 83(1995)-  36 12 32.50878(N)    084 04 15.28510(W) AD(       ) 2
 GB2539  NAD 83(1986)-  36 12 32.51563(N)    084 04 15.28087(W) AD(       ) 2
 GB2539  NAD 27      -  36 12 32.23878(N)    084 04 15.57607(W) AD(       ) 2
 GB2539  NGVD 29 (07/19/86)  420.7    (m)         1380.     (f) VERT ANG       
 GB2539
 GB2539.Superseded values are not recommended for survey control.
 GB2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2539.See file dsdata.txt to determine how the superseded data were derived.
 GB2539
 GB2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6332811111(NAD 83)
 GB2539_MARKER: DD = SURVEY DISK
 GB2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2539
 GB2539  HISTORY     - Date     Condition        Report By
 GB2539  HISTORY     - 1964     MONUMENTED       TNHD
 GB2539
 GB2539                          STATION DESCRIPTION
 GB2539
 GB2539'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2539'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF NORRIS.
 GB2539'
 GB2539'TO REACH THE STATION FROM THE POST OFFICE IN NORRIS, GO 0.3 MILE
 GB2539'NORTHWEST ON A TRACK ROAD TO
 GB2539'A FORK, KEEP RIGHT AND GO 0.2 MILE TO ANOTHER FORK,
 GB2539'KEEP RIGHT AND GO 0.2 MILE TO A
 GB2539'THIRD FORK, TURN RIGHT AND GO 0.3
 GB2539'MILE TO A T-ROAD, TURN LEFT AND GO 0.05 MILE TO A
 GB2539'FORK, KEEP LEFT AND
 GB2539'GO 0.2 MILE TO A SMALL OPEN WEEDEN SHELTER AND THE STATION.
 GB2539'
 GB2539'THE STATION IS 31 FEET WEST OF THE APPROXIMATE CENTER OF THE SHELTER,
 GB2539'9 FEET SOUTH OF AN
 GB2539'18-INCH OAK TREE AND 9 FEET EAST OF A 24-INCH OAK TREE.
 GB2539'THE SURFACE AND UNDERGROUND
 GB2539'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2539'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2539'HILL 1964.  THE
 GB2539'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GB2539'SURFACE DISK IS
 GB2539'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2539'
 GB2539'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB2539'THE SHELTER AND 13 FEET
 GB2539'SOUTHWEST OF A 18-INCH OAK TREE.  IT IS A STANDARD
 GB2539'TENNESSEE HIGHWAY DEPARTMENT
 GB2539'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2539'CONCRETE MONUMENT AND THE DISK IS STAMPED HILL
 GB2539'RM-1 1964.
 GB2539'
 GB2539'REFERENCE MARK NO. 2 IS 42 FEET NORTHWEST OF A 40-INCH OAK TREE, 37
 GB2539'FEET WEST OF THE
 GB2539'APPROXIMATE CENTER OF THE WOODEN SHELTER AND 18 FEET EAST OF A
 GB2539'12-INCH OAK TREE.  IT IS
 GB2539'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2539'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2539'MONUMENT AND THE DISK IS
 GB2539'STAMPED HILL RM-2 1964.
 GB2539'
 GB2539'THE AZIMUTH MARK IS 19 FEET EAST OF A 10-INCH MULBERRY TREE, 19.0
 GB2539'FEET EAST OF A WITNESS POST
 GB2539'AND 18 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB2539'U.S.  HIGHWAY 441.  IT IS A
 GB2539'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2539'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2539'MONUMENT AND THE DISK
 GB2539'IS STAMPED HILL AZI 1964.
 GB2539'
 GB2539'TO REACH THE AZIMUTH MARK FROM THE EAST SIDE OF NORRIS DAM, GO 0.75
 GB2539'MILE SOUTHEAST ON
 GB2539'U.S.  HIGHWAY 441 TO THE MARK ON THE RIGHT.
 GB2539'
 GB2539'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GB2539'
 GB2539'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0643 ***********************************************************************
 GB0643  DESIGNATION -  HILL AZ MK
 GB0643  PID         -  GB0643
 GB0643  STATE/COUNTY-  TN/ANDERSON
 GB0643  USGS QUAD   -  NORRIS (1990)
 GB0643
 GB0643                         *CURRENT SURVEY CONTROL
 GB0643  ___________________________________________________________________
 GB0643* NAD 83(1995)-  36 13 01.82435(N)    084 04 53.65567(W)     ADJUSTED  
 GB0643* NAVD 88     -       270.211  (meters)     886.52   (feet)  ADJUSTED  
 GB0643  ___________________________________________________________________
 GB0643  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 GB0643  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 GB0643  DYNAMIC HT  -         269.967 (meters)     885.72  (feet)  COMP
 GB0643  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 GB0643
 GB0643  HORZ ORDER  -  SECOND
 GB0643  VERT ORDER  -  SECOND    CLASS 0
 GB0643
 GB0643.The horizontal coordinates were established by classical geodetic methods
 GB0643.and adjusted by the National Geodetic Survey in April 1999..
 GB0643
 GB0643.The orthometric height was determined by differential leveling
 GB0643.and adjusted by the National Geodetic Survey in June 1991..
 GB0643
 GB0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0643
 GB0643.The geoid height was determined by GEOID03.
 GB0643
 GB0643.The dynamic height is computed by dividing the NAVD 88
 GB0643.geopotential number by the normal gravity value computed on the
 GB0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0643.degrees latitude (g = 980.6199 gals.).
 GB0643
 GB0643.The modeled gravity was interpolated from observed gravity values.
 GB0643
 GB0643;                    North         East     Units Scale Factor Converg.
 GB0643;SPC TN       -   210,702.834   772,481.031   MT  0.99997069   +1 07 23.2
 GB0643;SPC TN       -   691,280.88  2,534,381.52   sFT  0.99997069   +1 07 23.2
 GB0643;UTM  16      - 4,011,986.249   762,342.525   MT  1.00044808   +1 43 31.2
 GB0643;UTM  17      - 4,012,440.488   222,988.174   MT  1.00054559   -1 49 18.8
 GB0643
 GB0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0643!SPC TN       -   0.99996236  x   0.99997069  =   0.99993305
 GB0643!UTM  16      -   0.99996236  x   1.00044808  =   1.00041042
 GB0643!UTM  17      -   0.99996236  x   1.00054559  =   1.00050793
 GB0643
 GB0643                          SUPERSEDED SURVEY CONTROL
 GB0643
 GB0643  NAD 83(1995)-  36 13 01.82847(N)    084 04 53.65986(W) AD(       ) 2
 GB0643  NAD 83(1995)-  36 13 01.82965(N)    084 04 53.65932(W) AD(       ) 2
 GB0643  NAD 83(1986)-  36 13 01.83646(N)    084 04 53.65480(W) AD(       ) 2
 GB0643  NAD 27      -  36 13 01.56025(N)    084 04 53.94825(W) AD(       ) 2
 GB0643  NGVD 29 (??/??/??)  270.39   (m)          887.1    (f) RESET       3  
 GB0643
 GB0643.Superseded values are not recommended for survey control.
 GB0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0643.See file dsdata.txt to determine how the superseded data were derived.
 GB0643
 GB0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6234311986(NAD 83)
 GB0643_MARKER: DZ = AZIMUTH MARK DISK
 GB0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0643_STAMPING: HILL AZ 1964
 GB0643_MARK LOGO: TNHD  
 GB0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0643+STABILITY: SURFACE MOTION
 GB0643
 GB0643  HISTORY     - Date     Condition        Report By
 GB0643  HISTORY     - 1964     MONUMENTED       TNHD
 GB0643  HISTORY     - 1964     GOOD             TNHD
 GB0643
 GB0643                          STATION DESCRIPTION
 GB0643
 GB0643'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0643'THE AZIMUTH MARK IS 19 FEET EAST OF A 10-INCH MULBERRY TREE, 19.0
 GB0643'FEET EAST OF A WITNESS POST
 GB0643'AND 18 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB0643'U.S.  HIGHWAY 441.  IT IS A
 GB0643'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0643'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0643'MONUMENT AND THE DISK
 GB0643'IS STAMPED HILL AZI 1964.
 GB0643'
 GB0643'TO REACH THE STATION FROM THE POST OFFICE IN NORRIS, GO 0.3 MILE
 GB0643'NORTHWEST ON A TRACK ROAD TO
 GB0643'A FORK, KEEP RIGHT AND GO 0.2 MILE TO ANOTHER FORK,
 GB0643'KEEP RIGHT AND GO 0.2 MILE TO A
 GB0643'THIRD FORK, TURN RIGHT AND GO 0.3
 GB0643'MILE TO A T-ROAD, TURN LEFT AND GO 0.05 MILE TO A
 GB0643'FORK, KEEP LEFT AND
 GB0643'GO 0.2 MILE TO A SMALL OPEN WEEDEN SHELTER AND THE STATION.
 GB0643
 GB0643                          STATION RECOVERY (1964)
 GB0643
 GB0643'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GB0643'2.1 MI NE FROM NORRIS.
 GB0643'FROM THE EAST SIDE OF NORRIS DAM, GO 0.75 MILE SOUTHEAST ON U.S.
 GB0643'HIGHWAY 441 TO THE MARK ON THE RIGHT.  THE MARK IS 19 FEET EAST
 GB0643'OF A 10-INCH MULBERRY TREE, 19.0 FEET EAST OF A METAL WITNESS
 GB0643'POST SIGN AND 18 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB0643'U.S. HIGHWAY 441.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0643'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT,
 GB0643'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0834 ***********************************************************************
 GC0834  DESIGNATION -  HILL AZ MK
 GC0834  PID         -  GC0834
 GC0834  STATE/COUNTY-  TN/DAVIDSON
 GC0834  USGS QUAD   -  OAK HILL (1968)
 GC0834
 GC0834                         *CURRENT SURVEY CONTROL
 GC0834  ___________________________________________________________________
 GC0834* NAD 83(1986)-  36 03 22.     (N)    086 51 21.     (W)     SCALED    
 GC0834* NAVD 88     -       201.733  (meters)     661.85   (feet)  ADJUSTED  
 GC0834  ___________________________________________________________________
 GC0834  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0834  DYNAMIC HT  -         201.557 (meters)     661.27  (feet)  COMP
 GC0834  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 GC0834
 GC0834  VERT ORDER  -  SECOND    CLASS 0
 GC0834
 GC0834.The horizontal coordinates were scaled from a topographic map and have
 GC0834.an estimated accuracy of +/- 6 seconds.
 GC0834
 GC0834.The orthometric height was determined by differential leveling
 GC0834.and adjusted by the National Geodetic Survey in June 1991..
 GC0834
 GC0834.The geoid height was determined by GEOID03.
 GC0834
 GC0834.The dynamic height is computed by dividing the NAVD 88
 GC0834.geopotential number by the normal gravity value computed on the
 GC0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0834.degrees latitude (g = 980.6199 gals.).
 GC0834
 GC0834.The modeled gravity was interpolated from observed gravity values.
 GC0834
 GC0834;                    North         East    Units  Estimated Accuracy
 GC0834;SPC TN       -   191,480.      522,890.      MT  (+/- 180 meters Scaled)
 GC0834
 GC0834                          SUPERSEDED SURVEY CONTROL
 GC0834
 GC0834  NGVD 29 (??/??/??)  201.78   (m)          662.0    (f) RESET       3  
 GC0834
 GC0834.Superseded values are not recommended for survey control.
 GC0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0834.See file dsdata.txt to determine how the superseded data were derived.
 GC0834
 GC0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE129901(NAD 83)
 GC0834_MARKER: DD = SURVEY DISK
 GC0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0834_STAMPING: HILL AZI 1963
 GC0834_MARK LOGO: TNHD  
 GC0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0834+STABILITY: SURFACE MOTION
 GC0834
 GC0834  HISTORY     - Date     Condition        Report By
 GC0834  HISTORY     - 1963     MONUMENTED       TNHD
 GC0834
 GC0834                          STATION DESCRIPTION
 GC0834
 GC0834'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0834'5 MI S FROM NASHVILLE.
 GC0834'FROM THE POST OFFICE IN GREEN HILLS VILLAGE, GO 5.0 MILES SOUTH
 GC0834'ON U.S. HIGHWAY 431 TO THE MARK ON THE RIGHT.  THE MARK IS 29
 GC0834'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 431, 11 FEET EAST
 GC0834'OF A WIRE FENCE, AND 3 FEET NORTH OF A POWER POLE.  IT IS SET
 GC0834'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0837 ***********************************************************************
 GC0837  DESIGNATION -  HILL RM 1
 GC0837  PID         -  GC0837
 GC0837  STATE/COUNTY-  TN/DAVIDSON
 GC0837  USGS QUAD   -  OAK HILL (1968)
 GC0837
 GC0837                         *CURRENT SURVEY CONTROL
 GC0837  ___________________________________________________________________
 GC0837* NAD 83(1986)-  36 03 29.     (N)    086 51 14.     (W)     SCALED    
 GC0837* NAVD 88     -       200.176  (meters)     656.74   (feet)  ADJUSTED  
 GC0837  ___________________________________________________________________
 GC0837  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0837  DYNAMIC HT  -         200.002 (meters)     656.17  (feet)  COMP
 GC0837  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 GC0837
 GC0837  VERT ORDER  -  SECOND    CLASS 0
 GC0837
 GC0837.The horizontal coordinates were scaled from a topographic map and have
 GC0837.an estimated accuracy of +/- 6 seconds.
 GC0837
 GC0837.The orthometric height was determined by differential leveling
 GC0837.and adjusted by the National Geodetic Survey in June 1991..
 GC0837
 GC0837.The geoid height was determined by GEOID03.
 GC0837
 GC0837.The dynamic height is computed by dividing the NAVD 88
 GC0837.geopotential number by the normal gravity value computed on the
 GC0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0837.degrees latitude (g = 980.6199 gals.).
 GC0837
 GC0837.The modeled gravity was interpolated from observed gravity values.
 GC0837
 GC0837;                    North         East    Units  Estimated Accuracy
 GC0837;SPC TN       -   191,690.      523,070.      MT  (+/- 180 meters Scaled)
 GC0837
 GC0837                          SUPERSEDED SURVEY CONTROL
 GC0837
 GC0837  NGVD 29 (??/??/92)  200.191  (m)          656.79   (f) ADJ UNCH    2 0
 GC0837
 GC0837.Superseded values are not recommended for survey control.
 GC0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0837.See file dsdata.txt to determine how the superseded data were derived.
 GC0837
 GC0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE131903(NAD 83)
 GC0837_MARKER: DD = SURVEY DISK
 GC0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0837_STAMPING: HILL RM-1 1963
 GC0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0837+STABILITY: SURFACE MOTION
 GC0837
 GC0837  HISTORY     - Date     Condition        Report By
 GC0837  HISTORY     - 1963     MONUMENTED       TNHD
 GC0837
 GC0837                          STATION DESCRIPTION
 GC0837
 GC0837'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0837'5 MI S FROM NASHVILLE.
 GC0837'THE MARK IS LOCATED AT THE HILL 1963 STATION SITE, 52 FEET
 GC0837'SOUTHWEST OF THE TELEPHONE POLE NO. 89, 30 FEET EAST OF THE
 GC0837'CENTER LINE OF U.S. HIGHWAY 431, AND 23 FEET NORTH OF AN 8-INCH
 GC0837'HACKBERRY TREE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC0837'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0407 ***********************************************************************
 FD0407  DESIGNATION -  HILL RM 1
 FD0407  PID         -  FD0407
 FD0407  STATE/COUNTY-  TN/GILES
 FD0407  USGS QUAD   -  TARPLEY (1982)
 FD0407
 FD0407                         *CURRENT SURVEY CONTROL
 FD0407  ___________________________________________________________________
 FD0407* NAD 83(1986)-  35 13 30.     (N)    086 53 21.     (W)     SCALED    
 FD0407* NAVD 88     -       286.548  (meters)     940.12   (feet)  ADJUSTED  
 FD0407  ___________________________________________________________________
 FD0407  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0407  DYNAMIC HT  -         286.282 (meters)     939.24  (feet)  COMP
 FD0407  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FD0407
 FD0407  VERT ORDER  -  SECOND    CLASS 0
 FD0407
 FD0407.The horizontal coordinates were scaled from a topographic map and have
 FD0407.an estimated accuracy of +/- 6 seconds.
 FD0407
 FD0407.The orthometric height was determined by differential leveling
 FD0407.and adjusted by the National Geodetic Survey in June 1991..
 FD0407
 FD0407.The geoid height was determined by GEOID03.
 FD0407
 FD0407.The dynamic height is computed by dividing the NAVD 88
 FD0407.geopotential number by the normal gravity value computed on the
 FD0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0407.degrees latitude (g = 980.6199 gals.).
 FD0407
 FD0407.The modeled gravity was interpolated from observed gravity values.
 FD0407
 FD0407;                    North         East    Units  Estimated Accuracy
 FD0407;SPC TN       -    99,300.      519,050.      MT  (+/- 180 meters Scaled)
 FD0407
 FD0407                          SUPERSEDED SURVEY CONTROL
 FD0407
 FD0407  NGVD 29 (??/??/92)  286.524  (m)          940.04   (f) ADJ UNCH    2 0
 FD0407
 FD0407.Superseded values are not recommended for survey control.
 FD0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0407.See file dsdata.txt to determine how the superseded data were derived.
 FD0407
 FD0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED100980(NAD 83)
 FD0407_MARKER: DR = REFERENCE MARK DISK
 FD0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0407_STAMPING: HILL NO 1 1960
 FD0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0407+STABILITY: SURFACE MOTION
 FD0407
 FD0407  HISTORY     - Date     Condition        Report By
 FD0407  HISTORY     - 1960     MONUMENTED       CGS
 FD0407
 FD0407                          STATION DESCRIPTION
 FD0407
 FD0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0407'0.3 MI S FROM BEECH HILL.
 FD0407'THIS MARK IS LOCATED AT THE HILL 1960 STATION SITE, 26.2 FT.
 FD0407'SOUTHWEST OF THE STATION MARK, 24.9 FT. SOUTHWEST OF A WITNESS
 FD0407'SIGN, AND 0.5 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN
 FD0407'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0835 ***********************************************************************
 GC0835  DESIGNATION -  HILL RM 2
 GC0835  PID         -  GC0835
 GC0835  STATE/COUNTY-  TN/DAVIDSON
 GC0835  USGS QUAD   -  OAK HILL (1968)
 GC0835
 GC0835                         *CURRENT SURVEY CONTROL
 GC0835  ___________________________________________________________________
 GC0835* NAD 83(1986)-  36 03 29.     (N)    086 51 14.     (W)     SCALED    
 GC0835* NAVD 88     -       198.786  (meters)     652.18   (feet)  ADJUSTED  
 GC0835  ___________________________________________________________________
 GC0835  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0835  DYNAMIC HT  -         198.614 (meters)     651.62  (feet)  COMP
 GC0835  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 GC0835
 GC0835  VERT ORDER  -  SECOND    CLASS 0
 GC0835
 GC0835.The horizontal coordinates were scaled from a topographic map and have
 GC0835.an estimated accuracy of +/- 6 seconds.
 GC0835
 GC0835.The orthometric height was determined by differential leveling
 GC0835.and adjusted by the National Geodetic Survey in June 1991..
 GC0835
 GC0835.The geoid height was determined by GEOID03.
 GC0835
 GC0835.The dynamic height is computed by dividing the NAVD 88
 GC0835.geopotential number by the normal gravity value computed on the
 GC0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0835.degrees latitude (g = 980.6199 gals.).
 GC0835
 GC0835.The modeled gravity was interpolated from observed gravity values.
 GC0835
 GC0835;                    North         East    Units  Estimated Accuracy
 GC0835;SPC TN       -   191,690.      523,070.      MT  (+/- 180 meters Scaled)
 GC0835
 GC0835                          SUPERSEDED SURVEY CONTROL
 GC0835
 GC0835  NGVD 29 (??/??/92)  198.802  (m)          652.24   (f) ADJ UNCH    2 0
 GC0835
 GC0835.Superseded values are not recommended for survey control.
 GC0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0835.See file dsdata.txt to determine how the superseded data were derived.
 GC0835
 GC0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE131903(NAD 83)
 GC0835_MARKER: DD = SURVEY DISK
 GC0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0835_STAMPING: HILL RM-2 1963
 GC0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0835+STABILITY: SURFACE MOTION
 GC0835
 GC0835  HISTORY     - Date     Condition        Report By
 GC0835  HISTORY     - 1963     MONUMENTED       TNHD
 GC0835
 GC0835                          STATION DESCRIPTION
 GC0835
 GC0835'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0835'5 MI S FROM NASHVILLE.
 GC0835'THE MARK IS LOCATED AT THE HILL 1963 STATION SITE, 56 FEET SOUTH
 GC0835'OF THE TELEPHONE POLE NO. 90, 30 FEET EAST OF THE CENTER LINE OF
 GC0835'U.S. HIGHWAY 431, AND 17 FEET WEST OF A TWIN-TRUNKED 12-INCH ELM
 GC0835'TREE.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0408 ***********************************************************************
 FD0408  DESIGNATION -  HILL RM 2
 FD0408  PID         -  FD0408
 FD0408  STATE/COUNTY-  TN/GILES
 FD0408  USGS QUAD   -  TARPLEY (1982)
 FD0408
 FD0408                         *CURRENT SURVEY CONTROL
 FD0408  ___________________________________________________________________
 FD0408* NAD 83(1986)-  35 13 30.     (N)    086 53 21.     (W)     SCALED    
 FD0408* NAVD 88     -       285.781  (meters)     937.60   (feet)  ADJUSTED  
 FD0408  ___________________________________________________________________
 FD0408  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0408  DYNAMIC HT  -         285.516 (meters)     936.73  (feet)  COMP
 FD0408  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FD0408
 FD0408  VERT ORDER  -  SECOND    CLASS 0
 FD0408
 FD0408.The horizontal coordinates were scaled from a topographic map and have
 FD0408.an estimated accuracy of +/- 6 seconds.
 FD0408
 FD0408.The orthometric height was determined by differential leveling
 FD0408.and adjusted by the National Geodetic Survey in June 1991..
 FD0408
 FD0408.The geoid height was determined by GEOID03.
 FD0408
 FD0408.The dynamic height is computed by dividing the NAVD 88
 FD0408.geopotential number by the normal gravity value computed on the
 FD0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0408.degrees latitude (g = 980.6199 gals.).
 FD0408
 FD0408.The modeled gravity was interpolated from observed gravity values.
 FD0408
 FD0408;                    North         East    Units  Estimated Accuracy
 FD0408;SPC TN       -    99,300.      519,050.      MT  (+/- 180 meters Scaled)
 FD0408
 FD0408                          SUPERSEDED SURVEY CONTROL
 FD0408
 FD0408  NGVD 29 (??/??/92)  285.757  (m)          937.52   (f) ADJ UNCH    2 0
 FD0408
 FD0408.Superseded values are not recommended for survey control.
 FD0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0408.See file dsdata.txt to determine how the superseded data were derived.
 FD0408
 FD0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED100980(NAD 83)
 FD0408_MARKER: DR = REFERENCE MARK DISK
 FD0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0408_STAMPING: HILL NO 2 1960
 FD0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0408+STABILITY: SURFACE MOTION
 FD0408
 FD0408  HISTORY     - Date     Condition        Report By
 FD0408  HISTORY     - 1960     MONUMENTED       CGS
 FD0408
 FD0408                          STATION DESCRIPTION
 FD0408
 FD0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0408'0.3 MI S FROM BEECH HILL.
 FD0408'THIS MARK IS LOCATED AT THE HILL 1960 STATION SITE, 27 FT.
 FD0408'NORTH OF THE STATION MARK, AND 32 FT. NORTH OF A WITNESS SIGN.
 FD0408'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0408'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1437 ***********************************************************************
 FC1437  DESIGNATION -  HILLSBORO
 FC1437  PID         -  FC1437
 FC1437  STATE/COUNTY-  TN/COFFEE
 FC1437  USGS QUAD   -  HILLSBORO (1983)
 FC1437
 FC1437                         *CURRENT SURVEY CONTROL
 FC1437  ___________________________________________________________________
 FC1437* NAD 83(1995)-  35 23 43.47546(N)    085 59 47.87611(W)     ADJUSTED  
 FC1437* NAVD 88     -       332.222  (meters)    1089.96   (feet)  ADJUSTED  
 FC1437  ___________________________________________________________________
 FC1437  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FC1437  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1437  DYNAMIC HT  -         331.902 (meters)    1088.92  (feet)  COMP
 FC1437  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 FC1437
 FC1437  HORZ ORDER  -  SECOND
 FC1437  VERT ORDER  -  SECOND    CLASS 0
 FC1437
 FC1437.The horizontal coordinates were established by classical geodetic methods
 FC1437.and adjusted by the National Geodetic Survey in April 1999..
 FC1437
 FC1437.The orthometric height was determined by differential leveling
 FC1437.and adjusted by the National Geodetic Survey in June 1991..
 FC1437
 FC1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1437
 FC1437.The geoid height was determined by GEOID03.
 FC1437
 FC1437.The dynamic height is computed by dividing the NAVD 88
 FC1437.geopotential number by the normal gravity value computed on the
 FC1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1437.degrees latitude (g = 980.6199 gals.).
 FC1437
 FC1437.The modeled gravity was interpolated from observed gravity values.
 FC1437
 FC1437;                    North         East     Units Scale Factor Converg.
 FC1437;SPC TN       -   117,837.073   600,305.942   MT  0.99997752   +0 00 07.1
 FC1437;SPC TN       -   386,603.80  1,969,503.74   sFT  0.99997752   +0 00 07.1
 FC1437;UTM  16      - 3,917,356.091   591,117.885   MT  0.99970231   +0 34 52.3
 FC1437
 FC1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1437!SPC TN       -   0.99995239  x   0.99997752  =   0.99992991
 FC1437!UTM  16      -   0.99995239  x   0.99970231  =   0.99965471
 FC1437
 FC1437|---------------------------------------------------------------------|
 FC1437| PID    Reference Object                     Distance      Geod. Az  |
 FC1437|                                                           dddmmss.s |
 FC1437| FC1438 HILLSBORO RM 1                       23.003 METERS 01043     |
 FC1437| CG6074 HILLSBORO AZ MK                                    0795238.9 |
 FC1437| FC1436 HILLSBORO RM 2                       25.192 METERS 18138     |
 FC1437| FD1423 ARNOLD ENGR DEVELOP CTR TANK        APPROX. 4.4 KM 2531357.8 |
 FC1437|---------------------------------------------------------------------|
 FC1437
 FC1437                          SUPERSEDED SURVEY CONTROL
 FC1437
 FC1437  NAD 83(1995)-  35 23 43.48192(N)    085 59 47.87675(W) AD(       ) 2
 FC1437  NAD 83(1995)-  35 23 43.48152(N)    085 59 47.87715(W) AD(       ) 2
 FC1437  NAD 83(1995)-  35 23 43.48291(N)    085 59 47.87481(W) AD(       ) 2
 FC1437  NAD 83(1986)-  35 23 43.48558(N)    085 59 47.87317(W) AD(       ) 2
 FC1437  NAD 27      -  35 23 43.20320(N)    085 59 47.93020(W) AD(       ) 2
 FC1437  NGVD 29 (??/??/92)  332.216  (m)         1089.95   (f) ADJ UNCH    2 0
 FC1437
 FC1437.Superseded values are not recommended for survey control.
 FC1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1437.See file dsdata.txt to determine how the superseded data were derived.
 FC1437
 FC1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9111817356(NAD 83)
 FC1437_MARKER: DE = TRAVERSE STATION DISK
 FC1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1437_STAMPING: HILLSBORO 1962
 FC1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1437+STABILITY: SURFACE MOTION
 FC1437
 FC1437  HISTORY     - Date     Condition        Report By
 FC1437  HISTORY     - 1962     MONUMENTED       CGS
 FC1437  HISTORY     - 1962     GOOD             CGS
 FC1437
 FC1437                          STATION DESCRIPTION
 FC1437
 FC1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1437'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF MANCHESTER, 2 MILES
 FC1437'SOUTHWEST OF HILLSBORO AND ON THE PROPERTY OF MR.  ROY LEE.
 FC1437'
 FC1437'TO REACH THE STATION FROM THE POST OFFICE IN HILLSBORO, GO SOUTHWEST
 FC1437'ON COUNTY ROAD NO. 5103 FOR 0.4 MILE TO A FORK JUST AFTER PASSING
 FC1437'HILLSBORO SCHOOL, TURN RIGHT AND GO 1.0 MILE TO A SIDE ROAD RIGHT,
 FC1437'TURN RIGHT AND GO 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FC1437'CONTINUE NORTH AND WEST FOR 0.4 MILE TO DRIVE WAY INTO MR. LEES HOUSE
 FC1437'ON THE LEFT, TURN LEFT, GOING THROUGH YARD AND BARN LOT FOR 0.2
 FC1437'MILE TO THE STATION.
 FC1437'
 FC1437'THE STATION IS 13 FEET WEST OF A METAL WITNESS POST AND WIRE FENCE,
 FC1437'IN THE EAST EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK
 FC1437'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW THE
 FC1437'SURFACE AND IS STAMPED HILLSBORO 1962.
 FC1437'
 FC1437'REFERENCE MARK NO. 1 IS 6 FEET WEST OF A WIRE FENCE, IN THE EAST EDGE
 FC1437'OF A CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FC1437'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED HILLSBORO
 FC1437'NO 1 1962.
 FC1437'
 FC1437'REFERENCE MARK NO. 2 IS 7 FEET WEST OF A WIRE FENCE AND IN THE EAST
 FC1437'EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP
 FC1437'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED
 FC1437'HILLSBORO NO 2 1962.
 FC1437'
 FC1437'AZIMUTH MARK IS 111 FEET NORTH OF A TELEPHONE POLE, 14 FEET EAST OF
 FC1437'THE APPROXIMATE CENTER OF A GRAVELED ROAD, 1.2 FEET NORTH OF A METAL
 FC1437'WITNESS SIGN AND 1 FOOT WEST OF A WIRE FENCE.  IT IS A STANDARD DISK
 FC1437'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 FC1437'INCHES AND IS STAMPED HILLSBORO 1962.
 FC1437'
 FC1437'HEIGHT OF LIGHT ABOVE STATION MARK 25.5 METERS.
 FC1437
 FC1437                          STATION RECOVERY (1962)
 FC1437
 FC1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1437'2.8 MI SW FROM HILLSBORO.
 FC1437'TO REACH THE STATION FROM THE POST OFFICE IN HILLSBORO, GO
 FC1437'SOUTHWEST ON COUNTY ROAD NUMBER 5103 FOR 0.4 MILE TO A FORK
 FC1437'JUST AFTER PASSING HILLSBORO SCHOOL, TURN RIGHT AND GO 1.0 MILE
 FC1437'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.15 MILE NORTH AND
 FC1437'WEST TO DRIVEWAY LEADING TO MR. LEES HOUSE ON THE LEFT, TURN
 FC1437'LEFT, PASS THROUGH YARD AND BARN LOT AND AROUND SMALL POND
 FC1437'FOR 0.2 MILE TO THE STATION, 82.6 FEET NORTH OF REFERENCE MARK
 FC1437'2, 75.4 FEET SOUTH OF REFERENCE MARK 1 AND 13 FEET WEST OF A
 FC1437'METAL WITNESS POST AND WIRE FENCE IN THE EAST EDGE OF A
 FC1437'CULTIVATED FIELD.  A STANDARD TRAVERSE STATION DISK SET IN
 FC1437'A CONCRETE POST 10 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1438 ***********************************************************************
 FC1438  DESIGNATION -  HILLSBORO RM 1
 FC1438  PID         -  FC1438
 FC1438  STATE/COUNTY-  TN/COFFEE
 FC1438  USGS QUAD   -  HILLSBORO (1983)
 FC1438
 FC1438                         *CURRENT SURVEY CONTROL
 FC1438  ___________________________________________________________________
 FC1438* NAD 83(1986)-  35 23 43.     (N)    085 59 47.     (W)     SCALED    
 FC1438* NAVD 88     -       332.707  (meters)    1091.56   (feet)  ADJUSTED  
 FC1438  ___________________________________________________________________
 FC1438  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1438  DYNAMIC HT  -         332.387 (meters)    1090.51  (feet)  COMP
 FC1438  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 FC1438
 FC1438  VERT ORDER  -  SECOND    CLASS 0
 FC1438
 FC1438.The horizontal coordinates were scaled from a topographic map and have
 FC1438.an estimated accuracy of +/- 6 seconds.
 FC1438
 FC1438.The orthometric height was determined by differential leveling
 FC1438.and adjusted by the National Geodetic Survey in June 1991..
 FC1438
 FC1438.The geoid height was determined by GEOID03.
 FC1438
 FC1438.The dynamic height is computed by dividing the NAVD 88
 FC1438.geopotential number by the normal gravity value computed on the
 FC1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1438.degrees latitude (g = 980.6199 gals.).
 FC1438
 FC1438.The modeled gravity was interpolated from observed gravity values.
 FC1438
 FC1438;                    North         East    Units  Estimated Accuracy
 FC1438;SPC TN       -   117,820.      600,330.      MT  (+/- 180 meters Scaled)
 FC1438
 FC1438                          SUPERSEDED SURVEY CONTROL
 FC1438
 FC1438  NGVD 29 (??/??/92)  332.701  (m)         1091.54   (f) ADJ UNCH    2 0
 FC1438
 FC1438.Superseded values are not recommended for survey control.
 FC1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1438.See file dsdata.txt to determine how the superseded data were derived.
 FC1438
 FC1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE911173(NAD 83)
 FC1438_MARKER: DR = REFERENCE MARK DISK
 FC1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1438_STAMPING: HILLSBORO NO 1 1962
 FC1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1438+STABILITY: SURFACE MOTION
 FC1438
 FC1438  HISTORY     - Date     Condition        Report By
 FC1438  HISTORY     - 1962     MONUMENTED       CGS
 FC1438
 FC1438                          STATION DESCRIPTION
 FC1438
 FC1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1438'2.8 MI SW FROM HILLSBORO.
 FC1438'AT THE HILLSBORO STATION SITE, 75.4 FEET NORTH OF THE STATION
 FC1438'MARK, AND 6 FEET WEST OF A WIRE FENCE IN THE EAST EDGE OF A
 FC1438'CULTIVATED FIELD.  A STANDARD REFERENCE MARK DISK SET IN A
 FC1438'CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1436 ***********************************************************************
 FC1436  DESIGNATION -  HILLSBORO RM 2
 FC1436  PID         -  FC1436
 FC1436  STATE/COUNTY-  TN/COFFEE
 FC1436  USGS QUAD   -  HILLSBORO (1983)
 FC1436
 FC1436                         *CURRENT SURVEY CONTROL
 FC1436  ___________________________________________________________________
 FC1436* NAD 83(1986)-  35 23 43.     (N)    085 59 47.     (W)     SCALED    
 FC1436* NAVD 88     -       332.299  (meters)    1090.22   (feet)  ADJUSTED  
 FC1436  ___________________________________________________________________
 FC1436  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1436  DYNAMIC HT  -         331.980 (meters)    1089.17  (feet)  COMP
 FC1436  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 FC1436
 FC1436  VERT ORDER  -  SECOND    CLASS 0
 FC1436
 FC1436.The horizontal coordinates were scaled from a topographic map and have
 FC1436.an estimated accuracy of +/- 6 seconds.
 FC1436
 FC1436.The orthometric height was determined by differential leveling
 FC1436.and adjusted by the National Geodetic Survey in June 1991..
 FC1436
 FC1436.The geoid height was determined by GEOID03.
 FC1436
 FC1436.The dynamic height is computed by dividing the NAVD 88
 FC1436.geopotential number by the normal gravity value computed on the
 FC1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1436.degrees latitude (g = 980.6199 gals.).
 FC1436
 FC1436.The modeled gravity was interpolated from observed gravity values.
 FC1436
 FC1436;                    North         East    Units  Estimated Accuracy
 FC1436;SPC TN       -   117,820.      600,330.      MT  (+/- 180 meters Scaled)
 FC1436
 FC1436                          SUPERSEDED SURVEY CONTROL
 FC1436
 FC1436  NGVD 29 (??/??/92)  332.293  (m)         1090.20   (f) ADJ UNCH    2 0
 FC1436
 FC1436.Superseded values are not recommended for survey control.
 FC1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1436.See file dsdata.txt to determine how the superseded data were derived.
 FC1436
 FC1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE911173(NAD 83)
 FC1436_MARKER: DR = REFERENCE MARK DISK
 FC1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1436_STAMPING: HILLSBORO NO 2 1962
 FC1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1436+STABILITY: SURFACE MOTION
 FC1436
 FC1436  HISTORY     - Date     Condition        Report By
 FC1436  HISTORY     - 1962     MONUMENTED       CGS
 FC1436
 FC1436                          STATION DESCRIPTION
 FC1436
 FC1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1436'2.8 MI SW FROM HILLSBORO.
 FC1436'AT THE HILLSBORO STATION SITE, 82.6 FEET NORTH OF THE STATION
 FC1436'MARK, AND 7 FEET WEST OF A WIRE FENCE IN THE EAST EDGE OF A
 FC1436'CULTIVATED FIELD.  A STANDARD REFERENCE MARK DISK SET IN A
 FC1436'CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2142 ***********************************************************************
 GC2142  DESIGNATION -  HILLSDALE
 GC2142  PID         -  GC2142
 GC2142  STATE/COUNTY-  TN/TROUSDALE
 GC2142  USGS QUAD   -  HILLSDALE (1994)
 GC2142
 GC2142                         *CURRENT SURVEY CONTROL
 GC2142  ___________________________________________________________________
 GC2142* NAD 83(1995)-  36 24 41.47556(N)    086 04 05.08697(W)     ADJUSTED  
 GC2142* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 GC2142  ___________________________________________________________________
 GC2142  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 GC2142  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC2142
 GC2142  HORZ ORDER  -  SECOND
 GC2142
 GC2142.The horizontal coordinates were established by classical geodetic methods
 GC2142.and adjusted by the National Geodetic Survey in April 1999..
 GC2142
 GC2142.The orthometric height was scaled from a topographic map.
 GC2142
 GC2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2142
 GC2142.The geoid height was determined by GEOID03.
 GC2142
 GC2142;                    North         East     Units Scale Factor Converg.
 GC2142;SPC TN       -   230,579.797   593,893.737   MT  0.99999909   -0 02 23.5
 GC2142;SPC TN       -   756,493.88  1,948,466.37   sFT  0.99999909   -0 02 23.5
 GC2142;UTM  16      - 4,029,997.082   583,554.319   MT  0.99968601   +0 33 11.5
 GC2142
 GC2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2142!SPC TN       -   0.99995349  x   0.99999909  =   0.99995259
 GC2142!UTM  16      -   0.99995349  x   0.99968601  =   0.99963952
 GC2142
 GC2142:                Primary Azimuth Mark                     Grid Az
 GC2142:SPC TN       -  LAFAYETTE MUNICIPAL TANK                 017 35 21.8
 GC2142:UTM  16      -  LAFAYETTE MUNICIPAL TANK                 016 59 46.8
 GC2142
 GC2142|---------------------------------------------------------------------|
 GC2142| PID    Reference Object                     Distance      Geod. Az  |
 GC2142|                                                           dddmmss.s |
 GC2142| GC2076 LAFAYETTE MUNICIPAL TANK            APPROX.13.4 KM 0173258.3 |
 GC2142| CG6075 HILLSDALE RM 1                       60.810 METERS 17025     |
 GC2142| CG6076 HILLSDALE RM 2                                     26548     |
 GC2142|---------------------------------------------------------------------|
 GC2142
 GC2142                          SUPERSEDED SURVEY CONTROL
 GC2142
 GC2142  NAD 83(1995)-  36 24 41.47671(N)    086 04 05.08860(W) AD(       ) 2
 GC2142  NAD 83(1995)-  36 24 41.48314(N)    086 04 05.09144(W) AD(       ) 2
 GC2142  NAD 83(1986)-  36 24 41.48558(N)    086 04 05.08943(W) AD(       ) 2
 GC2142  NAD 27      -  36 24 41.30300(N)    086 04 05.14100(W) AD(       ) 2
 GC2142
 GC2142.Superseded values are not recommended for survey control.
 GC2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2142.See file dsdata.txt to determine how the superseded data were derived.
 GC2142
 GC2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8355429997(NAD 83)
 GC2142_MARKER: DS = TRIANGULATION STATION DISK
 GC2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2142
 GC2142  HISTORY     - Date     Condition        Report By
 GC2142  HISTORY     - 1950     MONUMENTED       CGS
 GC2142
 GC2142                          STATION DESCRIPTION
 GC2142
 GC2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2142'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF LAFAYETTE AND 6 MILES
 GC2142'NORTHEAST OF HARTSVILLE.  IT IS 200 FEET NORTH OF A FENCELINE, 137
 GC2142'FEET EAST OF A FENCELINE AND ABOUT 100 FEET SOUTHWEST OF THE
 GC2142'NORTHEAST SLOPE OF HILL.  THE MARK IS UNDERGROUND ABOUT 12
 GC2142'INCHES AND THE DISK IS STAMPED HILLSDALE 1950.
 GC2142'
 GC2142'REFERENCE MARK NO. 1 IS 2 FEET EAST OF A WHITE WITNESS POST AND 1
 GC2142'FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 GC2142'IS STAMPED HILLSDALE NO 1 1950.
 GC2142'
 GC2142'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCELINE.  THE MARK
 GC2142'PROJECTS 4 INCHES AND THE DISK IS STAMPED HILLSDALE NO 2 1950.
 GC2142'
 GC2142'LAFAYETTE MUNICIPAL WATER TANK WAS USED AS THE AZIMUTH MARK.
 GC2142'
 GC2142'TO REACH THE STATION FROM THE SW CORNER OF THE MACON COUNTY COURT
 GC2142'HOUSE SQUARE IN LAFAYETTE, GO SW ON STATE HIGHWAY NO. 10
 GC2142'FOR 9.5 MILES TO A GRAVEL T-ROAD LEFT, TURN LEFT ON GRAVEL ROAD AND
 GC2142'GO 0.55 MILE TO A FORK IN ROAD, TAKE LEFT FORK AND GO 0.9 MILE TO A
 GC2142'FORK IN ROAD, TAKE RIGHT FORK AND GO 0.9 MILE TO A HOUSE ON THE
 GC2142'RIGHT, TURN LEFT AT THIS POINT AND GO NORTH UP DRAW FOR 0.45 MILE TO
 GC2142'THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GC2142'
 GC2142'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1825 ***********************************************************************
 FC1825  DESIGNATION -  HINCH MOUNTAIN RESET
 FC1825  PID         -  FC1825
 FC1825  STATE/COUNTY-  TN/CUMBERLAND
 FC1825  USGS QUAD   -  GRASSY COVE (1976)
 FC1825
 FC1825                         *CURRENT SURVEY CONTROL
 FC1825  ___________________________________________________________________
 FC1825* NAD 83(1995)-  35 46 52.69854(N)    084 58 42.95748(W)     ADJUSTED  
 FC1825* NAVD 88     -       927.0    (meters)    3041.     (feet)  VERTCON   
 FC1825  ___________________________________________________________________
 FC1825  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FC1825  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FC1825
 FC1825  HORZ ORDER  -  FIRST
 FC1825
 FC1825.The horizontal coordinates were established by classical geodetic methods
 FC1825.and adjusted by the National Geodetic Survey in April 1999..
 FC1825
 FC1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1825
 FC1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1825
 FC1825.The geoid height was determined by GEOID03.
 FC1825
 FC1825;                    North         East     Units Scale Factor Converg.
 FC1825;SPC TN       -   161,132.811   692,340.447   MT  0.99994882   +0 35 52.7
 FC1825;SPC TN       -   528,649.90  2,271,453.62   sFT  0.99994882   +0 35 52.7
 FC1825;UTM  16      - 3,961,577.245   682,697.809   MT  1.00001132   +1 10 56.0
 FC1825
 FC1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1825!SPC TN       -   0.99985911  x   0.99994882  =   0.99980794
 FC1825!UTM  16      -   0.99985911  x   1.00001132  =   0.99987043
 FC1825
 FC1825|---------------------------------------------------------------------|
 FC1825| PID    Reference Object                     Distance      Geod. Az  |
 FC1825|                                                           dddmmss.s |
 FC1825| CZ4857 HINCH MOUNTAIN RM 1                  10.424 METERS 14050     |
 FC1825| CZ4858 HINCH MOUNTAIN RM 2                   8.207 METERS 27558     |
 FC1825| FC1828 CROSSVILLE RADIO STA WAEW MAST      APPROX.19.4 KM 3443806.4 |
 FC1825|---------------------------------------------------------------------|
 FC1825
 FC1825                          SUPERSEDED SURVEY CONTROL
 FC1825
 FC1825  NAD 83(1995)-  35 46 52.70308(N)    084 58 42.95830(W) AD(       ) 1
 FC1825  NAD 83(1986)-  35 46 52.70919(N)    084 58 42.95698(W) AD(       ) 1
 FC1825  NAD 27      -  35 46 52.46200(N)    084 58 43.13100(W) AD(       ) 1
 FC1825  NGVD 29 (07/19/86)  927.0    (m)         3041.     (f) VERT ANG       
 FC1825
 FC1825.Superseded values are not recommended for survey control.
 FC1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1825.See file dsdata.txt to determine how the superseded data were derived.
 FC1825
 FC1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8269861577(NAD 83)
 FC1825_MARKER: X = CHISELED CROSS
 FC1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1825
 FC1825  HISTORY     - Date     Condition        Report By
 FC1825  HISTORY     - 1952     MONUMENTED       CGS
 FC1825  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1825  HISTORY     - 1957     SEE DESCRIPTION  CGS
 FC1825  HISTORY     - 1958     GOOD             CGS
 FC1825  HISTORY     - 1960     GOOD             CGS
 FC1825
 FC1825                          STATION DESCRIPTION
 FC1825
 FC1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1825'ABOUT 13 MILES NORTHWEST OF SPRING CITY, ON HIGH SHARP POINT JUST
 FC1825'EAST OF HEAD OF SEQUATCHIE VALLEY (FORMERLY CALLED DEADENING, NOW
 FC1825'HINCH MOUNTAIN), ON LAND OWNED IN 1934 BY MR. ROBERT REED.  TO REACH
 FC1825'FROM COURTHOUSE AT CROSSVILLE, GO SOUTH 9.3 MILES ON STATE ROUTE
 FC1825'28, TURN LEFT ONTO COUNTY ROAD, AND GO 4.4 MILES TO PROPERTY OF MR.
 FC1825'FRANK JEWETT.  STATION SITE IS APPROXIMATELY 1 MILE SOUTH.
 FC1825'ORIGINAL STATION MARK IS INTERSECTION OF NORTH-SOUTH AND EAST-WEST
 FC1825'GROOVES WITH LETTERS U.S.G.S. CUT IN TOP OF BLUE LIMESTONE POST 14
 FC1825'INCHES SQUARE BY 4-1/2 FEET LONG, PROJECTING 4 INCHES ABOVE GROUND.
 FC1825'IN 1934 STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK DISK STAMPED
 FC1825'HINCH 1934 WAS SET IN TOP OF STATION MARK.
 FC1825
 FC1825                          STATION RECOVERY (1957)
 FC1825
 FC1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 FC1825'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 FC1825'CONDITION.  NO DESCRIPTION OF THE STATION FOUND WAS AVAILABLE.
 FC1825'
 FC1825'THE STATION IS LOCATED ON THE PROPERTY LEASED BY MRS. JEWETT TO THE
 FC1825'CIVIL AERONAUTICS ADMINISTRATION AND IS ON TOP OF HINCH MOUNTAIN.
 FC1825'THE STATION IS MARKED BY A STANDARD DISK STAMPED HINCH MT. 1884 1952
 FC1825'SET IN THE TOP OF A CONCRETE MONUMENT AT THE NORTH EDGE OF THE
 FC1825'CIRCULAR GRADED AREA IN WHICH THE OMNI RANGE DOME IS LOCATED.
 FC1825'REFERENCE MARK 1 IS WEST OF THE STATION AND IS A STANDARD DISK
 FC1825'STAMPED HINCH MT. NO. 1 1952 SET IN THE TOP OF A CONCRETE MONUMENT
 FC1825'WHICH PROJECTS 4 INCHES.  REFERENCE MARK 2 IS A STANDARD DISK
 FC1825'STAMPED HINCH MT NO 2 1952 SET IN THE TOP OF A CONCRETE MONUMENT
 FC1825'WHICH PROJECTS 4 INCHES.
 FC1825'
 FC1825'TO REACH THE STATION FROM THE COURTHOUSE AT CROSSVILLE GO SOUTH ALONG
 FC1825'ROUTE 28 FOR 9.3 MILES TO A COUNTY ROAD.  TURN LEFT ON COUNTY
 FC1825'ROAD AND GO 4.4 MILES TO THE JEWETT HOME.  TAKE ROAD RIGHT THROUGH
 FC1825'C.A.A. GATE AND FOLLOW ROAD TO END AT POWER HOUSE.  LEAVE TRUCK
 FC1825'AND GO ABOUT 100 YARDS NORTH TO C.A.A. OMNI RANGE DOME AND STATION
 FC1825'117.5 FEET NORTHERLY FROM DOME.
 FC1825
 FC1825                          STATION RECOVERY (1958)
 FC1825
 FC1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FC1825'THE STATION WAS RECOVERED MARKED WITH STANDARD DISKS IN CONCRETE
 FC1825'MONUMENTS, THESE MARKS WERE SET, 1952, BY A
 FC1825'THOMAS C. PHILLIPS, CIVIL ENGINEER, CIVIL AREONAUTICS ADMINISTRATION,
 FC1825'ALMA, GEORGIA, IN CO-OPERATION WITH CAPTAIN THOMAS, COAST AND
 FC1825'GEODETIC SURVEY OFFICE, ATLANTA, GEORGIA.  ACCORDING TO MR. PHILLIPS
 FC1825'THE HORIZONTAL POSITION OF THE MARKS WERE PRESERVED WHEN THE MARKS
 FC1825'WERE LOWERED TO THE PRESENT ELEVATION.  A COMPLETE NEW DESCRIPTION
 FC1825'FOLLOWS-
 FC1825'
 FC1825'THE STATION IS LOCATED AT THE SITE OF THE VOR INSTALLATION ON THE
 FC1825'SUMMIT OF HINCH MOUNTAIN ABOUT 12 MILES SOUTH OF
 FC1825'CROSSVILLE AND ABOUT 13 MILES NORTHWEST OF SPRING CITY.  IT IS 113
 FC1825'FEET NORTH OF THE DOME OF THE VOR.  THE MONUMENT PROJECTS
 FC1825'ABOUT 4 INCHES AND THE DISK IS STAMPED HINCH MT. 1884 1952.
 FC1825'
 FC1825'REFERENCE MARK 1 IS 81 FEET NORTH OF THE DOME.  THE MARK PROJECTS 4
 FC1825'INCHES AND THE DISK IS STAMPED HINCH MT.  NO 1 1884 1952.
 FC1825'
 FC1825'REFERENCE MARK 2 IS 128 FEET NORTH, NORTHWEST OF THE DOME.  THE MARK
 FC1825'PROJECTS 4 INCHES AND THE DISK IS STAMPED HINCH MT.
 FC1825'NO 2 1884 1952.
 FC1825'
 FC1825'*TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 68
 FC1825'ABOUT 3-1/2 MILES SOUTH OF CROSSVILLE, GO SOUTHEAST ON
 FC1825'HIGHWAY 68 FOR 13.5 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 FC1825'WEST ON THE PAVED ROAD FOR 2.4 MILES TO THE END OF
 FC1825'PAVEMENT.  CONTINUE WEST ON ROUGH MOUNTAIN ROAD FOR 4.7 MILES TO A
 FC1825'GRAVELED ROAD LEFT THROUGH A GATE.  TURN LEFT AND FOLLOW
 FC1825'WINDING GRAVELED ROAD TO TOP OF MOUNTAIN AND STATION.
 FC1825'
 FC1825'A SHORTER, MORE DIRECT ROUTE TO THE STATION CAN BE FOUND WHEN
 FC1825'CONSTRUCTION ON HIGHWAY 28 SOUTH OF THE JUNCTION OF
 FC1825'HIGHWAY 68 IS COMPLETED.
 FC1825'
 FC1825'AZIMUTH TO VOR DETERMINED BY SOLAR OBSERVATION.
 FC1825
 FC1825                          STATION RECOVERY (1960)
 FC1825
 FC1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1825'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1825'RECOVERED IN EXCELLENT CONDITION.  NO MEASUREMENTS
 FC1825'WERE MADE TO THE VOR STATION UPON THE REQUEST OF THE F.A.A. OFFICE IN
 FC1825'CROSSVILLE, AND ALL REFERENCE DISTANCES FROM THE
 FC1825'VOR AS GIVEN IN 1952 ARE ASSUMED CORRECT.
 FC1825'
 FC1825'A NEW DETERMINATION OF THE POSITION OF THE STATION WAS MADE BY THIS
 FC1825'PARTY THROUGH OBSERVATIONS OF THE CLOSED TRIANGLES, HINCH
 FC1825'MT. 1884 1952, WALKER 1882 1934, LUPER 1883 1941 AND HINCH MT. 1884
 FC1825'1952, LUPER 1883 1941, MELTON 1883 1934.
 FC1825'
 FC1825'A DISCREPANCY WAS FOUND IN THE DIRECTION AND DISTANCE OF THE
 FC1825'REFERENCE MARKS, AND A NEW TO-REACH IS GIVEN.  FOLLOWING
 FC1825'IS A NEW AND COMPLETE DESCRIPTION--
 FC1825'
 FC1825'THE STATION IS LOCATED AT THE SITE OF A VERY HIGH FREQUENCY,
 FC1825'OMNI-DIRECTIONAL RANGE STATION ON THE SUMMIT OF HINCH
 FC1825'MOUNTAIN, ABOUT 13 MILES NORTHWEST OF SPRING CITY, 12 MILES
 FC1825'SOUTH-SOUTHEAST OF CROSSVILLE AND 10 MILES SOUTH OF CRAB
 FC1825'ORCHARD.
 FC1825'
 FC1825'TO REACH THE STATION FROM THE POST OFFICE IN CROSSVILLE, GO SOUTH ON
 FC1825'THE MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF U.S.
 FC1825'HIGHWAY 70 AND STATE ROUTE 127.  GO SOUTHERLY ON STATE ROUTE 127 FOR
 FC1825'3.3 MILES TO THE JUNCTION OF STATE ROUTE 127 AND
 FC1825'STATE ROUTE 68, TURN RIGHT, WESTERLY, ON STATE ROUTE 127 FOR 1.95
 FC1825'MILES TO A SMALL GARAGE AND SERVICE STATION ON THE LEFT
 FC1825'AND AN OILED ROAD LEADING SOUTHWESTERLY.  TAKE THE ROAD LEFT AND
 FC1825'GO SOUTHWESTERLY AND SOUTH FOR 3.45 MILES TO A GRAVELED ROAD ON
 FC1825'THE LEFT.  TURN LEFT AND FOLLOW THE GRAVELED ROAD
 FC1825'SOUTHEASTERLY AND SOUTH FOR 3.8 MILES TO THE SUMMIT OF A HILL AND A
 FC1825'GATE ON THE RIGHT WITH SIGN U.S.  GOVERNMENT PROPERTY.
 FC1825'TURN RIGHT THROUGH THIS GATE AND FOLLOW A WINDING, GRAVELED ROAD,
 FC1825'SOUTHERLY, FOR 0.55 MILE TO A GATE, PASS THROUGH THIS
 FC1825'GATE AND CONTINUE 2.1 MILES TO A LOCKED GATE.  (KEY MAY BE OBTAINED
 FC1825'FROM THE F.A.A. OFFICE AT THE CROSSVILLE AIRPORT).
 FC1825'PASS THROUGH THE LOCKED GATE AND CONTINUE 0.15 MILE TO THE VOR
 FC1825'CONTROL BUILDINGS ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM
 FC1825'THIS POINT PACK UP THE GRAVELED ROAD TO THE SUMMIT OF THE
 FC1825'HILL AND THE STATION NORTH OF THE VOR.
 FC1825'
 FC1825'THE STATION IS A STANDARD DISK, STAMPED HINCH MT. 1884 1952, SET IN A
 FC1825'12-INCH, SQUARE, CONCRETE MONUMENT PROJECTING 4
 FC1825'INCHES.  IT IS TOWARD THE NORTH EDGE OF THE HILL AND 113 FEET NORTH
 FC1825'OF THE VOR DOME.
 FC1825'
 FC1825'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HINCH MT. NO. 1
 FC1825'1952, SET IN A 12-INCH, SQUARE, CONCRETE MONUMENT
 FC1825'PROJECTING 3 INCHES.  IT IS 81 FEET NORTH OF THE VOR DOME.
 FC1825'
 FC1825'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HINCH MT. NO. 2
 FC1825'1952, SET IN A 12-INCH, SQUARE, CONCRETE MONUMENT
 FC1825'PROJECTING 4 INCHES.  IT IS 128 FEET NORTH-NORTHWEST OF THE VOR DOME.
 FC1825'
 FC1825'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC1825'56.57 FEET.
 FC1825'
 FC1825'AN AZIMUTH MARK WAS NOT ESTABLISHED AS NO SUITABLE LOCATION COULD BE
 FC1825'FOUND.
 FC1825'
 FC1825'HEIGHT OF STAND--4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1918 ***********************************************************************
 FC1918  DESIGNATION -  HINTON
 FC1918  PID         -  FC1918
 FC1918  STATE/COUNTY-  TN/WARREN
 FC1918  USGS QUAD   -  MORRISON (1983)
 FC1918
 FC1918                         *CURRENT SURVEY CONTROL
 FC1918  ___________________________________________________________________
 FC1918* NAD 83(1995)-  35 34 52.09345(N)    085 56 45.29510(W)     ADJUSTED  
 FC1918* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 FC1918  ___________________________________________________________________
 FC1918  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FC1918  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FC1918
 FC1918  HORZ ORDER  -  THIRD
 FC1918
 FC1918.The horizontal coordinates were established by classical geodetic methods
 FC1918.and adjusted by the National Geodetic Survey in April 1999..
 FC1918
 FC1918.The orthometric height was scaled from a topographic map.
 FC1918
 FC1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1918
 FC1918.The geoid height was determined by GEOID03.
 FC1918
 FC1918;                    North         East     Units Scale Factor Converg.
 FC1918;SPC TN       -   138,444.091   604,901.926   MT  0.99995809   +0 01 54.0
 FC1918;SPC TN       -   454,211.99  1,984,582.40   sFT  0.99995809   +0 01 54.0
 FC1918;UTM  16      - 3,938,003.250   595,503.733   MT  0.99971240   +0 36 48.1
 FC1918
 FC1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1918!SPC TN       -   0.99995321  x   0.99995809  =   0.99991131
 FC1918!UTM  16      -   0.99995321  x   0.99971240  =   0.99966563
 FC1918
 FC1918|---------------------------------------------------------------------|
 FC1918| PID    Reference Object                     Distance      Geod. Az  |
 FC1918|                                                           dddmmss.s |
 FC1918| CG6078 HINTON RM 1                          33.141 METERS 04230     |
 FC1918| CG6077 HINTON AZ MK                                       2135646.7 |
 FC1918| CG6079 HINTON RM 2                          30.654 METERS 25824     |
 FC1918|---------------------------------------------------------------------|
 FC1918
 FC1918                          SUPERSEDED SURVEY CONTROL
 FC1918
 FC1918  NAD 83(1995)-  35 34 52.09991(N)    085 56 45.29879(W) AD(       ) 3
 FC1918  NAD 83(1986)-  35 34 52.10451(N)    085 56 45.29412(W) AD(       ) 3
 FC1918  NAD 27      -  35 34 51.83400(N)    085 56 45.34600(W) AD(       ) 3
 FC1918
 FC1918.Superseded values are not recommended for survey control.
 FC1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1918.See file dsdata.txt to determine how the superseded data were derived.
 FC1918
 FC1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9550438003(NAD 83)
 FC1918_MARKER: DS = TRIANGULATION STATION DISK
 FC1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1918
 FC1918  HISTORY     - Date     Condition        Report By
 FC1918  HISTORY     - 1934     MONUMENTED       CGS
 FC1918
 FC1918                          STATION DESCRIPTION
 FC1918
 FC1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1918'ABOUT 2 MILES SOUTHWEST OF MORRISON, ON RIGHT-OF-WAY OF STATE ROUTE
 FC1918'55, BETWEEN FENCE AND EAST DRAINAGE DITCH, ABOUT 5 FEET EAST OF
 FC1918'CENTER LINE OF DITCH, 34.5 FEET NORTH OF WARREN-COFFEE COUNTY MARKER,
 FC1918'20.3 FEET NORTH OF EASTERLY T-ROAD, 26 FEET EAST OF CENTER LINE OF
 FC1918'ROUTE 55, AND 9.4 FEET WEST OF FENCE OF THE HINTON BROTHERS
 FC1918'PROPERTY.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FC1918'STATION MARKS IN CONCRETE.  REFERENCE AND AZIMUTH
 FC1918'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FC1918'NO. 1 IS 30.3 FEET EAST OF CENTER LINE OF ROUTE 55, 1 FOOT WEST OF
 FC1918'FENCE LINE, AND 108.73 FEET FROM STATION N 42 DEG 30 MIN E.
 FC1918'NO. 2 IS 36 FEET WEST OF CENTER LINE OF ROUTE 55, 1.5 FEET
 FC1918'SOUTHEAST OF LARGE CORNER FENCE POST, 4 FEET SOUTH-SOUTHEAST FROM
 FC1918'CENTER LINE OF LANE, AND 100.57 FEET FROM STATION S 78 DEG 24 MIN W.
 FC1918'AZIMUTH MARK IS 10 YARDS WEST OF CENTER LINE OF HIGHWAY,
 FC1918'IN RIGHT-OF-WAY THEREOF, AND 0.3 MILE FROM STATION
 FC1918'S 33 DEG 57 MIN W.  TOP CENTER OF WEST ABUTMENT OF LARGE CONCRETE
 FC1918'BRIDGE ON ROUTE 55 IS 0.25 MILE FROM STATION S 24 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2407 ***********************************************************************
 GB2407  DESIGNATION -  HIX
 GB2407  PID         -  GB2407
 GB2407  STATE/COUNTY-  TN/JACKSON
 GB2407  USGS QUAD   -  BURRISTOWN (1979)
 GB2407
 GB2407                         *CURRENT SURVEY CONTROL
 GB2407  ___________________________________________________________________
 GB2407* NAD 83(1995)-  36 24 34.99438(N)    085 32 06.78250(W)     ADJUSTED  
 GB2407* NAVD 88     -       314.25   (+/-2cm)    1031.0    (feet)  VERTCON   
 GB2407  ___________________________________________________________________
 GB2407  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GB2407  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 GB2407
 GB2407  HORZ ORDER  -  THIRD
 GB2407  VERT ORDER  -  THIRD ? (See Below)
 GB2407
 GB2407.The horizontal coordinates were established by classical geodetic methods
 GB2407.and adjusted by the National Geodetic Survey in April 1999..
 GB2407
 GB2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2407.The vertical order pertains to the NGVD 29 superseded value.
 GB2407
 GB2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2407
 GB2407.The geoid height was determined by GEOID03.
 GB2407
 GB2407;                    North         East     Units Scale Factor Converg.
 GB2407;SPC TN       -   230,476.889   641,688.468   MT  0.99999878   +0 16 19.6
 GB2407;SPC TN       -   756,156.26  2,105,272.92   sFT  0.99999878   +0 16 19.6
 GB2407;UTM  16      - 4,030,390.615   631,335.381   MT  0.99981252   +0 52 10.4
 GB2407
 GB2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2407!SPC TN       -   0.99995543  x   0.99999878  =   0.99995421
 GB2407!UTM  16      -   0.99995543  x   0.99981252  =   0.99976796
 GB2407
 GB2407:                Primary Azimuth Mark                     Grid Az
 GB2407:SPC TN       -  HIX AZ MK                                258 50 20.2
 GB2407:UTM  16      -  HIX AZ MK                                258 14 29.4
 GB2407
 GB2407|---------------------------------------------------------------------|
 GB2407| PID    Reference Object                     Distance      Geod. Az  |
 GB2407|                                                           dddmmss.s |
 GB2407| CG6080 HIX AZ MK                                          2590639.8 |
 GB2407| GB2408 PTS 38 T                             30.154 METERS 28358     |
 GB2407| CG6081 HIX RM 1                             25.658 METERS 35608     |
 GB2407|---------------------------------------------------------------------|
 GB2407
 GB2407                          SUPERSEDED SURVEY CONTROL
 GB2407
 GB2407  NAD 83(1995)-  36 24 34.99577(N)    085 32 06.78357(W) AD(       ) 3
 GB2407  NAD 83(1995)-  36 24 35.00206(N)    085 32 06.78742(W) AD(       ) 3
 GB2407  NAD 83(1986)-  36 24 35.00544(N)    085 32 06.78577(W) AD(       ) 3
 GB2407  NAD 27      -  36 24 34.78700(N)    085 32 06.87700(W) AD(       ) 3
 GB2407  NGVD 29 (07/19/86)  314.33   (m)         1031.3    (f) LEVELING    3  
 GB2407
 GB2407.Superseded values are not recommended for survey control.
 GB2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2407.See file dsdata.txt to determine how the superseded data were derived.
 GB2407
 GB2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3133530391(NAD 83)
 GB2407_MARKER: DS = TRIANGULATION STATION DISK
 GB2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2407
 GB2407  HISTORY     - Date     Condition        Report By
 GB2407  HISTORY     - 1949     MONUMENTED       CGS
 GB2407
 GB2407                          STATION DESCRIPTION
 GB2407
 GB2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2407'STATION IS LOCATED ABOUT 10 MILES SOUTH OF CELINA, 5 MILES WEST OF
 GB2407'HILHAM ON PROPERTY OWNED BY BY MR. M. HIX. IT IS 141 FEET NORTHWEST
 GB2407'OF THE INTERSECTION OF A GRAVEL ROAD AND A T-ROAD LEFT, 37 FEET WEST
 GB2407'OF THE CENTER OF THE GRAVEL ROAD AND 5 FEET NORTHWEST OF A WHITE
 GB2407'WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED HIX 1949.
 GB2407'
 GB2407'REFERENCE MARK NO. 1 IS 20 FEET WEST OF THE CENTER OF THE GRAVEL
 GB2407'ROAD. THE MARK IS FLUSH AND THE DISK IS STAMPED HIX NO. 1 1949.
 GB2407'
 GB2407'PT 38 T (USGS) B.M. IS USED AS A REFERENCE MARK. IT IS 12 FEET SOUTH
 GB2407'OF A 16 INCH SYCAMORE. THE DISK IS A STANDARD USGS BENCH MARK DISK
 GB2407'SET IN A 6 X 10 INCH BOULDER FLUSH WITH THE GROUND AND IS STAMPED PT
 GB2407'STA. NO. 38 T 1925.
 GB2407'
 GB2407'AZIMUTH MARK IS ON PROPERTY OWNED BY MR. J. P. BARLOW. IT IS 25 FEET
 GB2407'SOUTH OF THE CENTER OF A GRAVEL ROAD AND 6 FEET NORTHEAST OF A
 GB2407'LOG BARN. THE MARK IS FLUSH AND THE DISK IS STAMPED HIX 1949.
 GB2407'
 GB2407'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 136 AND
 GB2407'85 IN HILHAM GO WEST ON HIGHWAY 85 FOR 5.6 MILES TO A GRAVEL T-ROAD
 GB2407'RIGHT, TURN RIGHT AND GO NORTHWEST ON GRAVEL ROAD FOR 1.3 MILE TO A
 GB2407'T-ROAD LEFT AND THE STATION AS DESCRIBED.
 GB2407'
 GB2407'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE T-ROAD FOR
 GB2407'0.8 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GB2407'
 GB2407'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2934 ***********************************************************************
 AJ2934  DESIGNATION -  HN 1
 AJ2934  PID         -  AJ2934
 AJ2934  STATE/COUNTY-  TN/TROUSDALE
 AJ2934  USGS QUAD   -  HARTSVILLE (1994)
 AJ2934
 AJ2934                         *CURRENT SURVEY CONTROL
 AJ2934  ___________________________________________________________________
 AJ2934* NAD 83(1986)-  36 23 07.     (N)    086 07 46.     (W)     SCALED    
 AJ2934* NAVD 88     -       147.415  (meters)     483.64   (feet)  ADJUSTED  
 AJ2934  ___________________________________________________________________
 AJ2934  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AJ2934  DYNAMIC HT  -         147.294 (meters)     483.25  (feet)  COMP
 AJ2934  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 AJ2934
 AJ2934  VERT ORDER  -  SECOND    CLASS I
 AJ2934
 AJ2934.The horizontal coordinates were scaled from a topographic map and have
 AJ2934.an estimated accuracy of +/- 6 seconds.
 AJ2934
 AJ2934.The orthometric height was determined by differential leveling
 AJ2934.and adjusted by the National Geodetic Survey in July 2002..
 AJ2934.No vertical observational check was made to the station.
 AJ2934
 AJ2934.The geoid height was determined by GEOID03.
 AJ2934
 AJ2934.The dynamic height is computed by dividing the NAVD 88
 AJ2934.geopotential number by the normal gravity value computed on the
 AJ2934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2934.degrees latitude (g = 980.6199 gals.).
 AJ2934
 AJ2934.The modeled gravity was interpolated from observed gravity values.
 AJ2934
 AJ2934;                    North         East    Units  Estimated Accuracy
 AJ2934;SPC TN       -   227,670.      588,390.      MT  (+/- 180 meters Scaled)
 AJ2934
 AJ2934                          SUPERSEDED SURVEY CONTROL
 AJ2934
 AJ2934.No superseded survey control is available for this station.
 AJ2934
 AJ2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF780270(NAD 83)
 AJ2934_MARKER: DD = SURVEY DISK
 AJ2934_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ2934_SP_SET: CURB
 AJ2934_STAMPING: HN-1 1975
 AJ2934_MARK LOGO: TVA   
 AJ2934_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2934+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 AJ2934
 AJ2934  HISTORY     - Date     Condition        Report By
 AJ2934  HISTORY     - 1975     MONUMENTED       TVA
 AJ2934  HISTORY     - 20010201 GOOD             NGS
 AJ2934
 AJ2934                          STATION DESCRIPTION
 AJ2934
 AJ2934'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2934'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2934'HARTSVILLE, THENCE 1.5 KM EASTERLY ALONG STATE HIGHWAY 25, IN TOP
 AJ2934'OF AND 0.3 M EAST OF THE WEST END OF THE NORTH CONCRETE CURB OF
 AJ2934'THE BRIDGE ABUTMENT DECK OF THE WEST ABUTMENT OF THE HIGHWAY
 AJ2934'BRIDGE SPANNING GOOSE CREEK, 4.4 M NORTH OF THE HIGHWAY
 AJ2934'CENTERLINE, AND 1.9 M SOUTH OF THE NORTH END OF THE WEST
 AJ2934'ABUTMENT.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2934'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2933 ***********************************************************************
 AJ2933  DESIGNATION -  HN 2
 AJ2933  PID         -  AJ2933
 AJ2933  STATE/COUNTY-  TN/TROUSDALE
 AJ2933  USGS QUAD   -  HILLSDALE (1994)
 AJ2933
 AJ2933                         *CURRENT SURVEY CONTROL
 AJ2933  ___________________________________________________________________
 AJ2933* NAD 83(1986)-  36 22 56.     (N)    086 07 02.     (W)     SCALED    
 AJ2933* NAVD 88     -       147.095  (meters)     482.59   (feet)  ADJUSTED  
 AJ2933  ___________________________________________________________________
 AJ2933  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AJ2933  DYNAMIC HT  -         146.974 (meters)     482.20  (feet)  COMP
 AJ2933  MODELED GRAV-     979,808.2   (mgal)                       NAVD 88
 AJ2933
 AJ2933  VERT ORDER  -  SECOND    CLASS I
 AJ2933
 AJ2933.The horizontal coordinates were scaled from a topographic map and have
 AJ2933.an estimated accuracy of +/- 6 seconds.
 AJ2933
 AJ2933.The orthometric height was determined by differential leveling
 AJ2933.and adjusted by the National Geodetic Survey in July 2002..
 AJ2933.No vertical observational check was made to the station.
 AJ2933
 AJ2933.The geoid height was determined by GEOID03.
 AJ2933
 AJ2933.The dynamic height is computed by dividing the NAVD 88
 AJ2933.geopotential number by the normal gravity value computed on the
 AJ2933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2933.degrees latitude (g = 980.6199 gals.).
 AJ2933
 AJ2933.The modeled gravity was interpolated from observed gravity values.
 AJ2933
 AJ2933;                    North         East    Units  Estimated Accuracy
 AJ2933;SPC TN       -   227,330.      589,480.      MT  (+/- 180 meters Scaled)
 AJ2933
 AJ2933                          SUPERSEDED SURVEY CONTROL
 AJ2933
 AJ2933.No superseded survey control is available for this station.
 AJ2933
 AJ2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF791267(NAD 83)
 AJ2933_MARKER: DD = SURVEY DISK
 AJ2933_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2933_SP_SET: HEADWALL
 AJ2933_STAMPING: HN-2 1975
 AJ2933_MARK LOGO: TVA   
 AJ2933_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2933+STABILITY: SURFACE MOTION
 AJ2933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2933+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 AJ2933
 AJ2933  HISTORY     - Date     Condition        Report By
 AJ2933  HISTORY     - 1975     MONUMENTED       TVA
 AJ2933  HISTORY     - 20010201 GOOD             NGS
 AJ2933
 AJ2933                          STATION DESCRIPTION
 AJ2933
 AJ2933'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2933'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2933'HARTSVILLE, THENCE 2.7 KM EASTERLY ALONG STATE HIGHWAY 25, IN TOP
 AJ2933'OF AND 0.1 M SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 AJ2933'CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 6.9 M
 AJ2933'NORTHEAST OF THE HIGHWAY CENTERLINE, AND 0.5 M BELOW THE LEVEL
 AJ2933'OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2933'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1085 ***********************************************************************
 FC1085  DESIGNATION -  HNC 9
 FC1085  PID         -  FC1085
 FC1085  STATE/COUNTY-  TN/HAMILTON
 FC1085  USGS QUAD   -  SODDY (1972)
 FC1085
 FC1085                         *CURRENT SURVEY CONTROL
 FC1085  ___________________________________________________________________
 FC1085* NAD 83(1986)-  35 18 54.     (N)    085 09 28.     (W)     SCALED    
 FC1085* NAVD 88     -       242.451  (meters)     795.44   (feet)  ADJUSTED  
 FC1085  ___________________________________________________________________
 FC1085  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1085  DYNAMIC HT  -         242.210 (meters)     794.65  (feet)  COMP
 FC1085  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 FC1085
 FC1085  VERT ORDER  -  FIRST     CLASS II
 FC1085
 FC1085.The horizontal coordinates were scaled from a topographic map and have
 FC1085.an estimated accuracy of +/- 6 seconds.
 FC1085
 FC1085.The orthometric height was determined by differential leveling
 FC1085.and adjusted by the National Geodetic Survey in June 1991..
 FC1085
 FC1085.The geoid height was determined by GEOID03.
 FC1085
 FC1085.The dynamic height is computed by dividing the NAVD 88
 FC1085.geopotential number by the normal gravity value computed on the
 FC1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1085.degrees latitude (g = 980.6199 gals.).
 FC1085
 FC1085.The modeled gravity was interpolated from observed gravity values.
 FC1085
 FC1085;                    North         East    Units  Estimated Accuracy
 FC1085;SPC TN       -   109,250.      676,590.      MT  (+/- 180 meters Scaled)
 FC1085
 FC1085                          SUPERSEDED SURVEY CONTROL
 FC1085
 FC1085  NGVD 29 (??/??/92)  242.496  (m)          795.59   (f) ADJ UNCH    1 2
 FC1085
 FC1085.Superseded values are not recommended for survey control.
 FC1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1085.See file dsdata.txt to determine how the superseded data were derived.
 FC1085
 FC1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE674095(NAD 83)
 FC1085_MARKER: DD = SURVEY DISK
 FC1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1085_STAMPING: HNC 9 1942
 FC1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1085+STABILITY: SURFACE MOTION
 FC1085
 FC1085  HISTORY     - Date     Condition        Report By
 FC1085  HISTORY     - 1942     MONUMENTED       TVA
 FC1085  HISTORY     - 1950     GOOD             NGS
 FC1085
 FC1085                          STATION DESCRIPTION
 FC1085
 FC1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1085'1.9 MI NE FROM SODDY.
 FC1085'ABOUT 1.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 FC1085'RATHBURN STATION IN SODDY, AT A ROAD CROSSING, ABOUT 0.1 MILE
 FC1085'SOUTHWEST OF MILE POST 315, 64 FEET WEST OF THE CENTER OF THE
 FC1085'CROSSING, 33.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 40.5 FEET
 FC1085'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST ONE OF
 FC1085'TWO TILE CULVERTS UNDER ROAD, 23 FEET SOUTHEAST OF THE CENTER
 FC1085'LINE OF THE ROAD, 3 FEET SOUTH OF A T.V.A. STEEL WITNESS POST,
 FC1085'ABOUT 4 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1085'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2138 ***********************************************************************
 FB2138  CBN         -  This is a Cooperative Base Network Control Station.
 FB2138  DESIGNATION -  HODGE
 FB2138  PID         -  FB2138
 FB2138  STATE/COUNTY-  TN/SEVIER
 FB2138  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2138
 FB2138                         *CURRENT SURVEY CONTROL
 FB2138  ___________________________________________________________________
 FB2138* NAD 83(1995)-  35 59 01.61914(N)    083 34 53.98151(W)     ADJUSTED  
 FB2138* NAVD 88     -       278.579  (meters)     913.97   (feet)  ADJUSTED  
 FB2138  ___________________________________________________________________
 FB2138  X           -     577,632.129 (meters)                     COMP
 FB2138  Y           -  -5,134,869.430 (meters)                     COMP
 FB2138  Z           -   3,726,881.411 (meters)                     COMP
 FB2138  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FB2138  ELLIP HEIGHT-         247.87  (meters)          (08/03/04) GPS OBS
 FB2138  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2138  DYNAMIC HT  -         278.320 (meters)     913.12  (feet)  COMP
 FB2138  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FB2138
 FB2138  HORZ ORDER  -  A
 FB2138  VERT ORDER  -  SECOND    CLASS 0
 FB2138  ELLP ORDER  -  FOURTH    CLASS I
 FB2138
 FB2138.The horizontal coordinates were established by GPS observations
 FB2138.and adjusted by the National Geodetic Survey in August 2004..
 FB2138
 FB2138.The orthometric height was determined by differential leveling
 FB2138.and adjusted by the National Geodetic Survey in June 1991..
 FB2138
 FB2138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2138
 FB2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2138
 FB2138.The ellipsoidal height was determined by GPS observations
 FB2138.and is referenced to NAD 83.
 FB2138
 FB2138.The geoid height was determined by GEOID03.
 FB2138
 FB2138.The dynamic height is computed by dividing the NAVD 88
 FB2138.geopotential number by the normal gravity value computed on the
 FB2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2138.degrees latitude (g = 980.6199 gals.).
 FB2138
 FB2138.The modeled gravity was interpolated from observed gravity values.
 FB2138
 FB2138;                    North         East     Units Scale Factor Converg.
 FB2138;SPC TN       -   185,810.391   818,058.244   MT  0.99995180   +1 24 56.8
 FB2138;SPC TN       -   609,612.92  2,683,912.76   sFT  0.99995180   +1 24 56.8
 FB2138;UTM  17      - 3,985,231.953   267,248.766   MT  1.00026757   -1 31 03.2
 FB2138
 FB2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2138!SPC TN       -   0.99996110  x   0.99995180  =   0.99991290
 FB2138!UTM  17      -   0.99996110  x   1.00026757  =   1.00022866
 FB2138
 FB2138|---------------------------------------------------------------------|
 FB2138| PID    Reference Object                     Distance      Geod. Az  |
 FB2138|                                                           dddmmss.s |
 FB2138| FB2137 HODGE RM 1                            7.060 METERS 20651     |
 FB2138| FB2625 CATE                                APPROX. 1.8 KM 3112309.3 |
 FB2138| FB2136 HODGE RM 2                            7.196 METERS 31439     |
 FB2138|---------------------------------------------------------------------|
 FB2138
 FB2138                          SUPERSEDED SURVEY CONTROL
 FB2138
 FB2138  NAD 83(1995)-  35 59 01.62193(N)    083 34 53.98454(W) AD(       ) 2
 FB2138  NAD 83(1995)-  35 59 01.62889(N)    083 34 53.98611(W) AD(       ) 2
 FB2138  NAD 83(1986)-  35 59 01.63360(N)    083 34 53.98521(W) AD(       ) 2
 FB2138  NAD 27      -  35 59 01.31830(N)    083 34 54.37400(W) AD(       ) 2
 FB2138  NAVD 88 (08/03/04)  278.58   (m)          914.0    (f) LEVELING    3  
 FB2138  NGVD 29 (??/??/92)  278.744  (m)          914.51   (f) ADJ UNCH    2 0
 FB2138
 FB2138.Superseded values are not recommended for survey control.
 FB2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2138.See file dsdata.txt to determine how the superseded data were derived.
 FB2138
 FB2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6724985232(NAD 83)
 FB2138_MARKER: DE = TRAVERSE STATION DISK
 FB2138_SETTING: 66 = SET IN ROCK OUTCROP
 FB2138_SP_SET: BEDROCK
 FB2138_STAMPING: HODGE 1961
 FB2138_MARK LOGO: CGS   
 FB2138_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2138+STABILITY: POSITION/ELEVATION WELL
 FB2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2138+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FB2138
 FB2138  HISTORY     - Date     Condition        Report By
 FB2138  HISTORY     - 1961     MONUMENTED       CGS
 FB2138  HISTORY     - 1961     GOOD             CGS
 FB2138  HISTORY     - 1972     GOOD             TVA
 FB2138  HISTORY     - 20031010 GOOD             TNDT
 FB2138
 FB2138                          STATION DESCRIPTION
 FB2138
 FB2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2138'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF DUMPLIN AND
 FB2138'ABOUT 3-1/2 MILES NORTHWEST OF DOUGLAS DAM.
 FB2138'
 FB2138'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FB2138'HIGHWAY 139 18 MILES EAST OF KNOXVILLE, GO SOUTH ON STATE HIGHWAY
 FB2138'139 FOR 3.35 MILES TO A CROSSROAD, TURN LEFT, AND GO 2.6 MILES TO A T
 FB2138'ROAD RIGHT, TURN RIGHT, AND GO 0.55 MILE TO A WOODEN GATE ON
 FB2138'THE LEFT, TURN LEFT THROUGH GATE AND GO ACROSS PASTURE FOR 0.1 MILE
 FB2138'TO THE STATION.
 FB2138'
 FB2138'STATION MARK IS 122 FEET EAST OF A 30-INCH TREE, 56 FEET SOUTH OF THE
 FB2138'SOUTHWEST CORNER OF A BARN AND 67.5 FEET NORTHWEST OF A WITNESS SIGN.
 FB2138'THE MARK IS A STANDARD TRAVERSE DISK CEMENTED IN A DRILLED HOLE IN
 FB2138'OUTCROPPING BEDROCK, WHICH PROJECTS 4-INCHES AND IS STAMPED
 FB2138'HODGE 1961.
 FB2138'
 FB2138'REFERENCE MARK NO. 1 IS 56.7 FEET NORTHWEST OF A WITNESS SIGN. THE
 FB2138'MARK IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 FB2138'BEDROCK, WHICH PROJECTS 8-INCHES AND IS STAMPED HODGE NO 1 1961.
 FB2138'
 FB2138'REFERENCE MARK NO. 2 IS 99 FEET EAST OF A 30-INCH TREE AND 51 FEET
 FB2138'SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN. THE MARK IS A STANDARD
 FB2138'DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK, WHICH
 FB2138'PROJECTS 3-INCHES AND IS STAMPED HODGE NO 2 1961.
 FB2138'
 FB2138'TRAVERSE STATION CATE WILL SERVE AS THE AZIMUTH. SEE DESCRIPTION
 FB2138'THEREOF.
 FB2138'
 FB2138'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FB2138
 FB2138                          STATION RECOVERY (1961)
 FB2138
 FB2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FB2138'2.4 MI E FROM KODAK.
 FB2138'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 FB2138'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 FB2138'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 FB2138'OF KNOXVILLE), GO 1.2 MILES EAST ON A PAVED ROAD, THEN 1.3 MILES
 FB2138'EAST ON INTERSTATE HIGHWAY 40.  THE STATION IS 122 FT. EAST OF
 FB2138'A 30-INCH TREE, 56 FT. SOUTH OF THE SOUTHWEST CORNER OF A BARN
 FB2138'AND 67.5 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS CEMENTED
 FB2138'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FB2138
 FB2138                          STATION RECOVERY (1972)
 FB2138
 FB2138'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JW)
 FB2138'RECOVERED IN GOOD CONDITION.
 FB2138'
 FB2138'REF. MARKS NO. 1 AND NO. 2 ARE IN GOOD CONDITION.  DESCRIPTION O. K.
 FB2138'
 FB2138'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 M. SW OF DUMPLIN.
 FB2138
 FB2138                          STATION RECOVERY (2003)
 FB2138
 FB2138'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB2138'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2137 ***********************************************************************
 FB2137  DESIGNATION -  HODGE RM 1
 FB2137  PID         -  FB2137
 FB2137  STATE/COUNTY-  TN/SEVIER
 FB2137  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2137
 FB2137                         *CURRENT SURVEY CONTROL
 FB2137  ___________________________________________________________________
 FB2137* NAD 83(1986)-  35 59 01.     (N)    083 34 54.     (W)     SCALED    
 FB2137* NAVD 88     -       279.051  (meters)     915.52   (feet)  ADJUSTED  
 FB2137  ___________________________________________________________________
 FB2137  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2137  DYNAMIC HT  -         278.792 (meters)     914.67  (feet)  COMP
 FB2137  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FB2137
 FB2137  VERT ORDER  -  SECOND    CLASS 0
 FB2137
 FB2137.The horizontal coordinates were scaled from a topographic map and have
 FB2137.an estimated accuracy of +/- 6 seconds.
 FB2137
 FB2137.The orthometric height was determined by differential leveling
 FB2137.and adjusted by the National Geodetic Survey in June 1991..
 FB2137
 FB2137.The geoid height was determined by GEOID03.
 FB2137
 FB2137.The dynamic height is computed by dividing the NAVD 88
 FB2137.geopotential number by the normal gravity value computed on the
 FB2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2137.degrees latitude (g = 980.6199 gals.).
 FB2137
 FB2137.The modeled gravity was interpolated from observed gravity values.
 FB2137
 FB2137;                    North         East    Units  Estimated Accuracy
 FB2137;SPC TN       -   185,790.      818,060.      MT  (+/- 180 meters Scaled)
 FB2137
 FB2137                          SUPERSEDED SURVEY CONTROL
 FB2137
 FB2137  NGVD 29 (??/??/92)  279.216  (m)          916.06   (f) ADJ UNCH    2 0
 FB2137
 FB2137.Superseded values are not recommended for survey control.
 FB2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2137.See file dsdata.txt to determine how the superseded data were derived.
 FB2137
 FB2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV672852(NAD 83)
 FB2137_MARKER: DR = REFERENCE MARK DISK
 FB2137_SETTING: 66 = SET IN ROCK OUTCROP
 FB2137_SP_SET: BEDROCK
 FB2137_STAMPING: HODGE NO 1 1961
 FB2137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2137+STABILITY: POSITION/ELEVATION WELL
 FB2137
 FB2137  HISTORY     - Date     Condition        Report By
 FB2137  HISTORY     - 1961     MONUMENTED       CGS
 FB2137
 FB2137                          STATION DESCRIPTION
 FB2137
 FB2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2137'2.4 MI E FROM KODAK.
 FB2137'THIS MARK IS LOCATED AT THE HODGE 1961 STATION SITE, 23.2 FT.
 FB2137'SOUTH OF THE STATION MARK AND 56.7 FT. NORTHWEST OF A WITNESS
 FB2137'SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FB2137'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2136 ***********************************************************************
 FB2136  DESIGNATION -  HODGE RM 2
 FB2136  PID         -  FB2136
 FB2136  STATE/COUNTY-  TN/SEVIER
 FB2136  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2136
 FB2136                         *CURRENT SURVEY CONTROL
 FB2136  ___________________________________________________________________
 FB2136* NAD 83(1986)-  35 59 01.     (N)    083 34 54.     (W)     SCALED    
 FB2136* NAVD 88     -       277.857  (meters)     911.60   (feet)  ADJUSTED  
 FB2136  ___________________________________________________________________
 FB2136  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB2136  DYNAMIC HT  -         277.599 (meters)     910.76  (feet)  COMP
 FB2136  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FB2136
 FB2136  VERT ORDER  -  SECOND    CLASS 0
 FB2136
 FB2136.The horizontal coordinates were scaled from a topographic map and have
 FB2136.an estimated accuracy of +/- 6 seconds.
 FB2136
 FB2136.The orthometric height was determined by differential leveling
 FB2136.and adjusted by the National Geodetic Survey in June 1991..
 FB2136
 FB2136.The geoid height was determined by GEOID03.
 FB2136
 FB2136.The dynamic height is computed by dividing the NAVD 88
 FB2136.geopotential number by the normal gravity value computed on the
 FB2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2136.degrees latitude (g = 980.6199 gals.).
 FB2136
 FB2136.The modeled gravity was interpolated from observed gravity values.
 FB2136
 FB2136;                    North         East    Units  Estimated Accuracy
 FB2136;SPC TN       -   185,790.      818,060.      MT  (+/- 180 meters Scaled)
 FB2136
 FB2136                          SUPERSEDED SURVEY CONTROL
 FB2136
 FB2136  NGVD 29 (??/??/92)  278.022  (m)          912.14   (f) ADJ UNCH    2 0
 FB2136
 FB2136.Superseded values are not recommended for survey control.
 FB2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2136.See file dsdata.txt to determine how the superseded data were derived.
 FB2136
 FB2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV672852(NAD 83)
 FB2136_MARKER: DR = REFERENCE MARK DISK
 FB2136_SETTING: 66 = SET IN ROCK OUTCROP
 FB2136_SP_SET: BEDROCK
 FB2136_STAMPING: HODGE NO 2 1961
 FB2136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2136+STABILITY: POSITION/ELEVATION WELL
 FB2136
 FB2136  HISTORY     - Date     Condition        Report By
 FB2136  HISTORY     - 1961     MONUMENTED       CGS
 FB2136
 FB2136                          STATION DESCRIPTION
 FB2136
 FB2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2136'2.4 MI E FROM KODAK.
 FB2136'THIS MARK IS LOCATED AT THE HODGE 1961 STATION SITE, 23.6 FT.
 FB2136'NORTHWEST OF THE STATION MARK, 99 FT. EAST OF A 30-INCH TREE
 FB2136'AND 51 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN.  THE
 FB2136'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1455 ***********************************************************************
 GC1455  DESIGNATION -  HOGIN
 GC1455  PID         -  GC1455
 GC1455  STATE/COUNTY-  TN/DICKSON
 GC1455  USGS QUAD   -  BURNS (1986)
 GC1455
 GC1455                         *CURRENT SURVEY CONTROL
 GC1455  ___________________________________________________________________
 GC1455* NAD 83(1995)-  36 01 20.64459(N)    087 17 19.58697(W)     ADJUSTED  
 GC1455* NAVD 88     -       254.999  (meters)     836.61   (feet)  ADJUSTED  
 GC1455  ___________________________________________________________________
 GC1455  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GC1455  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1455  DYNAMIC HT  -         254.776 (meters)     835.88  (feet)  COMP
 GC1455  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GC1455
 GC1455  HORZ ORDER  -  SECOND
 GC1455  VERT ORDER  -  SECOND    CLASS 0
 GC1455
 GC1455.The horizontal coordinates were established by classical geodetic methods
 GC1455.and adjusted by the National Geodetic Survey in April 1999..
 GC1455
 GC1455.The orthometric height was determined by differential leveling
 GC1455.and adjusted by the National Geodetic Survey in June 1991..
 GC1455
 GC1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1455
 GC1455.The geoid height was determined by GEOID03.
 GC1455
 GC1455.The dynamic height is computed by dividing the NAVD 88
 GC1455.geopotential number by the normal gravity value computed on the
 GC1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1455.degrees latitude (g = 980.6199 gals.).
 GC1455
 GC1455.The modeled gravity was interpolated from observed gravity values.
 GC1455
 GC1455;                    North         East     Units Scale Factor Converg.
 GC1455;SPC TN       -   188,165.786   483,840.967   MT  0.99995378   -0 45 16.2
 GC1455;SPC TN       -   617,340.58  1,587,401.57   sFT  0.99995378   -0 45 16.2
 GC1455;UTM  16      - 3,986,471.648   473,980.800   MT  0.99960834   -0 10 11.4
 GC1455
 GC1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1455!SPC TN       -   0.99996448  x   0.99995378  =   0.99991826
 GC1455!UTM  16      -   0.99996448  x   0.99960834  =   0.99957284
 GC1455
 GC1455:                Primary Azimuth Mark                     Grid Az
 GC1455:SPC TN       -  WHITE BLUFF MUNICIPAL TANK               034 38 09.8
 GC1455:UTM  16      -  WHITE BLUFF MUNICIPAL TANK               034 03 05.0
 GC1455
 GC1455|---------------------------------------------------------------------|
 GC1455| PID    Reference Object                     Distance      Geod. Az  |
 GC1455|                                                           dddmmss.s |
 GC1455| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX.11.1 KM 0335253.6 |
 GC1455| GC1456 HOGIN RM 1                           29.810 METERS 12606     |
 GC1455| GC1454 HOGIN RM 2                           25.779 METERS 27156     |
 GC1455| GC1453 HOGIN AZ MK                                        3021657.5 |
 GC1455|---------------------------------------------------------------------|
 GC1455
 GC1455                          SUPERSEDED SURVEY CONTROL
 GC1455
 GC1455  NAD 83(1995)-  36 01 20.64645(N)    087 17 19.59023(W) AD(       ) 2
 GC1455  NAD 83(1995)-  36 01 20.64695(N)    087 17 19.59044(W) AD(       ) 2
 GC1455  NAD 83(1986)-  36 01 20.65495(N)    087 17 19.59001(W) AD(       ) 2
 GC1455  NAD 27      -  36 01 20.43150(N)    087 17 19.55290(W) AD(       ) 2
 GC1455  NGVD 29 (??/??/92)  254.992  (m)          836.59   (f) ADJ UNCH    2 0
 GC1455
 GC1455.Superseded values are not recommended for survey control.
 GC1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1455.See file dsdata.txt to determine how the superseded data were derived.
 GC1455
 GC1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7398186472(NAD 83)
 GC1455_MARKER: DE = TRAVERSE STATION DISK
 GC1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1455_SP_SET: SQUARE CONCRETE MONUMENT
 GC1455_STAMPING: HOGIN 1959
 GC1455_MARK LOGO: CGS   
 GC1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1455+STABILITY: SURFACE MOTION
 GC1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1455+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1987
 GC1455
 GC1455  HISTORY     - Date     Condition        Report By
 GC1455  HISTORY     - 1959     MONUMENTED       CGS
 GC1455  HISTORY     - 1959     GOOD             CGS
 GC1455  HISTORY     - 19870624 GOOD             LOCENG
 GC1455
 GC1455                          STATION DESCRIPTION
 GC1455
 GC1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1455'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DICKSON, ABOUT 6
 GC1455'MILES SOUTH-SOUTHWEST OF WHITE BLUFF AND ABOUT 3 MILES
 GC1455'SOUTH-SOUTHEAST OF BURNS.
 GC1455'
 GC1455'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY NO. 47
 GC1455'AND STATE HIGHWAY NO. 96 IN BURNS, WHICH IS ABOUT 4 MILES SOUTHEAST
 GC1455'OF DICKSON, GO SOUTH FOR 0.25 MILE TO A T INTERSECTION AND STATE
 GC1455'HIGHWAY NO. 96 TURNS LEFT, TURN LEFT, EAST, AND GO 0.25 MILE TO A
 GC1455'SIDE ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 1.8
 GC1455'MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT
 GC1455'AS DESCRIBED. HERE CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A
 GC1455'CROSSROAD, TURN LEFT AND GO 0.2 MILE TO A FARM HOUSE ON THE RIGHT
 GC1455'AND THE STATION AS DESCRIBED.
 GC1455'
 GC1455'THE STATION IS 31 FEET EAST OF THE NORTHEAST CORNER OF A GARAGE, 27
 GC1455'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 9 FEET SOUTH OF AN
 GC1455'EAST-WEST FENCE AND 5 FEET WEST OF A WITNESS POST. IT IS A STANDARD
 GC1455'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST WITH AN
 GC1455'UNDERGROUND MARK, IS SET FLUSH WITH THE SURROUNDING SURFACE AND THE
 GC1455'DISK IS STAMPED HOGIN 1959.
 GC1455'
 GC1455'REFERENCE MARK NO. 1 IS 116 FEET SOUTH OF THE CENTER OF A GRAVELED
 GC1455'ROAD, 99 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 12
 GC1455'FEET NORTH OF THE CENTER OF A WOOD GATE AND 1 FOOT WEST OF A
 GC1455'NORTH-SOUTH FENCE. IT IS SET FLUSH WITH THE SURROUNDING SURFACE AND
 GC1455'THE DISK IS STAMPED HOGIN NO 1 1959.
 GC1455'
 GC1455'REFERENCE MARK NO 2 IS 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GC1455'GARAGE, 16 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT
 GC1455'SOUTH OF AN EAST-WEST FENCE. IT IS SET FLUSH WITH THE SURROUNDING
 GC1455'SURFACE AND THE DISK IS STAMPED HOGIN NO 2 1959.
 GC1455'
 GC1455'THE AZIMUTH MARK IS 70 FEET WEST OF A T INTERSECTION, 23 FEET NORTH
 GC1455'OF THE CENTER OF A GRAVELED ROAD AND 2 FEET EAST OF A WITNESS POST.
 GC1455'IT PROJECTS 1 INCH ABOVE THE SURROUNDING SURFACE AND THE DISK IS
 GC1455'STAMPED HOGIN 1959.
 GC1455'
 GC1455'HEIGHT OF LIGHT ABOVE STATION MARK 30.05 METERS.
 GC1455
 GC1455                          STATION RECOVERY (1959)
 GC1455
 GC1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1455'3.8 MI NE FROM TIDWELL.
 GC1455'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1455'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1455'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1455'ROAD, THENCE 0.65 MILES SOUTHEAST, THENCE 0.2 MILE NORTHEAST ON
 GC1455'A GRAVELED ROAD TO A FARM HOUSE ON THE RIGHT, 31 FT. EAST OF THE
 GC1455'NORTHEAST CORNER OF A GARAGE, 27 FT. SOUTH OF THE CENTER OF THE
 GC1455'GRAVELED ROAD, 9 FT. SOUTH OF AN EAST-WEST FENCE, AND 5 FT. WEST
 GC1455'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST THAT IS
 GC1455'SET FLUSH WITH THE SURFACE OF THE GROUND, AND ABOUT 3 FT. ABOVE
 GC1455'THE LEVEL OF THE ROAD.
 GC1455
 GC1455                          STATION RECOVERY (1987)
 GC1455
 GC1455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1453 ***********************************************************************
 GC1453  DESIGNATION -  HOGIN AZ MK
 GC1453  PID         -  GC1453
 GC1453  STATE/COUNTY-  TN/DICKSON
 GC1453  USGS QUAD   -  BURNS (1986)
 GC1453
 GC1453                         *CURRENT SURVEY CONTROL
 GC1453  ___________________________________________________________________
 GC1453* NAD 83(1986)-  36 01 37.     (N)    087 17 50.     (W)     SCALED    
 GC1453* NAVD 88     -       258.265  (meters)     847.32   (feet)  ADJUSTED  
 GC1453  ___________________________________________________________________
 GC1453  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1453  DYNAMIC HT  -         258.039 (meters)     846.58  (feet)  COMP
 GC1453  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 GC1453
 GC1453  VERT ORDER  -  SECOND    CLASS 0
 GC1453
 GC1453.The horizontal coordinates were scaled from a topographic map and have
 GC1453.an estimated accuracy of +/- 6 seconds.
 GC1453
 GC1453.The orthometric height was determined by differential leveling
 GC1453.and adjusted by the National Geodetic Survey in June 1991..
 GC1453
 GC1453.The geoid height was determined by GEOID03.
 GC1453
 GC1453.The dynamic height is computed by dividing the NAVD 88
 GC1453.geopotential number by the normal gravity value computed on the
 GC1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1453.degrees latitude (g = 980.6199 gals.).
 GC1453
 GC1453.The modeled gravity was interpolated from observed gravity values.
 GC1453
 GC1453;                    North         East    Units  Estimated Accuracy
 GC1453;SPC TN       -   188,680.      483,090.      MT  (+/- 180 meters Scaled)
 GC1453
 GC1453                          SUPERSEDED SURVEY CONTROL
 GC1453
 GC1453  NGVD 29 (??/??/92)  258.257  (m)          847.30   (f) ADJ UNCH    2 0
 GC1453
 GC1453.Superseded values are not recommended for survey control.
 GC1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1453.See file dsdata.txt to determine how the superseded data were derived.
 GC1453
 GC1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE732869(NAD 83)
 GC1453_MARKER: DZ = AZIMUTH MARK DISK
 GC1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1453_STAMPING: HOGIN 1959
 GC1453_MARK LOGO: CGS   
 GC1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1453+STABILITY: SURFACE MOTION
 GC1453
 GC1453  HISTORY     - Date     Condition        Report By
 GC1453  HISTORY     - 1959     MONUMENTED       CGS
 GC1453
 GC1453                          STATION DESCRIPTION
 GC1453
 GC1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1453'3 MI NE FROM TIDWELL.
 GC1453'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1453'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1453'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1453'ROAD, 70 FT. WEST OF A T JUNCTION, 23 FT. NORTH OF A GRAVELED
 GC1453'ROAD, AND 2 FT. EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1453'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1456 ***********************************************************************
 GC1456  DESIGNATION -  HOGIN RM 1
 GC1456  PID         -  GC1456
 GC1456  STATE/COUNTY-  TN/DICKSON
 GC1456  USGS QUAD   -  BURNS (1986)
 GC1456
 GC1456                         *CURRENT SURVEY CONTROL
 GC1456  ___________________________________________________________________
 GC1456* NAD 83(1986)-  36 01 20.     (N)    087 17 19.     (W)     SCALED    
 GC1456* NAVD 88     -       253.961  (meters)     833.20   (feet)  ADJUSTED  
 GC1456  ___________________________________________________________________
 GC1456  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1456  DYNAMIC HT  -         253.739 (meters)     832.48  (feet)  COMP
 GC1456  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GC1456
 GC1456  VERT ORDER  -  SECOND    CLASS 0
 GC1456
 GC1456.The horizontal coordinates were scaled from a topographic map and have
 GC1456.an estimated accuracy of +/- 6 seconds.
 GC1456
 GC1456.The orthometric height was determined by differential leveling
 GC1456.and adjusted by the National Geodetic Survey in June 1991..
 GC1456
 GC1456.The geoid height was determined by GEOID03.
 GC1456
 GC1456.The dynamic height is computed by dividing the NAVD 88
 GC1456.geopotential number by the normal gravity value computed on the
 GC1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1456.degrees latitude (g = 980.6199 gals.).
 GC1456
 GC1456.The modeled gravity was interpolated from observed gravity values.
 GC1456
 GC1456;                    North         East    Units  Estimated Accuracy
 GC1456;SPC TN       -   188,150.      483,860.      MT  (+/- 180 meters Scaled)
 GC1456
 GC1456                          SUPERSEDED SURVEY CONTROL
 GC1456
 GC1456  NGVD 29 (??/??/92)  253.954  (m)          833.18   (f) ADJ UNCH    2 0
 GC1456
 GC1456.Superseded values are not recommended for survey control.
 GC1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1456.See file dsdata.txt to determine how the superseded data were derived.
 GC1456
 GC1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE739864(NAD 83)
 GC1456_MARKER: DR = REFERENCE MARK DISK
 GC1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1456_STAMPING: HOGIN NO 1 1959
 GC1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1456+STABILITY: SURFACE MOTION
 GC1456
 GC1456  HISTORY     - Date     Condition        Report By
 GC1456  HISTORY     - 1959     MONUMENTED       CGS
 GC1456
 GC1456                          STATION DESCRIPTION
 GC1456
 GC1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1456'3.8 MI NE FROM TIDWELL.
 GC1456'THIS MARK IS LOCATED AT THE HOGIN 1959 STATION SITE, 97.8 FT.
 GC1456'SOUTH-SOUTHEAST OF THE STATION MARK, 116 FT. SOUTH OF THE CENTER
 GC1456'OF THE GRAVELED ROAD, 99 FT. EAST-SOUTHEAST OF THE SOUTHEAST
 GC1456'CORNER OF A GARAGE, 12 FT. NORTH OF THE CENTER OF A WOOD GATE,
 GC1456'AND 1 FT. WEST OF A FENCE, A DISK SET IN TOP OF A CONCRETE POST,
 GC1456'SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1454 ***********************************************************************
 GC1454  DESIGNATION -  HOGIN RM 2
 GC1454  PID         -  GC1454
 GC1454  STATE/COUNTY-  TN/DICKSON
 GC1454  USGS QUAD   -  BURNS (1986)
 GC1454
 GC1454                         *CURRENT SURVEY CONTROL
 GC1454  ___________________________________________________________________
 GC1454* NAD 83(1986)-  36 01 20.     (N)    087 17 19.     (W)     SCALED    
 GC1454* NAVD 88     -       255.138  (meters)     837.07   (feet)  ADJUSTED  
 GC1454  ___________________________________________________________________
 GC1454  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1454  DYNAMIC HT  -         254.915 (meters)     836.33  (feet)  COMP
 GC1454  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 GC1454
 GC1454  VERT ORDER  -  SECOND    CLASS 0
 GC1454
 GC1454.The horizontal coordinates were scaled from a topographic map and have
 GC1454.an estimated accuracy of +/- 6 seconds.
 GC1454
 GC1454.The orthometric height was determined by differential leveling
 GC1454.and adjusted by the National Geodetic Survey in June 1991..
 GC1454
 GC1454.The geoid height was determined by GEOID03.
 GC1454
 GC1454.The dynamic height is computed by dividing the NAVD 88
 GC1454.geopotential number by the normal gravity value computed on the
 GC1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1454.degrees latitude (g = 980.6199 gals.).
 GC1454
 GC1454.The modeled gravity was interpolated from observed gravity values.
 GC1454
 GC1454;                    North         East    Units  Estimated Accuracy
 GC1454;SPC TN       -   188,150.      483,860.      MT  (+/- 180 meters Scaled)
 GC1454
 GC1454                          SUPERSEDED SURVEY CONTROL
 GC1454
 GC1454  NGVD 29 (??/??/92)  255.132  (m)          837.05   (f) ADJ UNCH    2 0
 GC1454
 GC1454.Superseded values are not recommended for survey control.
 GC1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1454.See file dsdata.txt to determine how the superseded data were derived.
 GC1454
 GC1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE739864(NAD 83)
 GC1454_MARKER: DR = REFERENCE MARK DISK
 GC1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1454_STAMPING: HOGIN NO 2 1959
 GC1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1454+STABILITY: SURFACE MOTION
 GC1454
 GC1454  HISTORY     - Date     Condition        Report By
 GC1454  HISTORY     - 1959     MONUMENTED       CGS
 GC1454
 GC1454                          STATION DESCRIPTION
 GC1454
 GC1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1454'3.8 MI NE FROM TIDWELL.
 GC1454'THIS MARK IS LOCATED AT THE HOGIN 1959 STATION SITE, 84.6 FT.
 GC1454'EAST OF THE STATION MARK, 53 FT. NORTHWEST OF THE NORTHWEST
 GC1454'CORNER OF A GARAGE, 16 FT. NORTH OF THE CENTER OF A GRAVELED
 GC1454'ROAD AND 1 FT. SOUTH OF A FENCE, A DISK SET IN TOP OF A CONCRETE
 GC1454'POST, SET FLUSH WITH THE SURFACE OF THE GROUND, AND ABOUT 3 FT.
 GC1454'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1623 ***********************************************************************
 FD1623  DESIGNATION -  HOHENWALD BLACK MUNICIPAL TANK
 FD1623  PID         -  FD1623
 FD1623  STATE/COUNTY-  TN/LEWIS
 FD1623  USGS QUAD   -  HOHENWALD (1991)
 FD1623
 FD1623                         *CURRENT SURVEY CONTROL
 FD1623  ___________________________________________________________________
 FD1623* NAD 83(1995)-  35 32 36.63964(N)    087 33 03.97693(W)     ADJUSTED  
 FD1623* NAVD 88     -                                                        
 FD1623  ___________________________________________________________________
 FD1623  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FD1623  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1623
 FD1623  HORZ ORDER  -  THIRD
 FD1623
 FD1623.The horizontal coordinates were established by classical geodetic methods
 FD1623.and adjusted by the National Geodetic Survey in April 1999..
 FD1623
 FD1623
 FD1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1623
 FD1623.The geoid height was determined by GEOID03.
 FD1623
 FD1623;                    North         East     Units Scale Factor Converg.
 FD1623;SPC TN       -   135,382.810   459,356.495   MT  0.99996119   -0 54 29.1
 FD1623;SPC TN       -   444,168.44  1,507,072.10   sFT  0.99996119   -0 54 29.1
 FD1623;UTM  16      - 3,933,458.742   450,045.322   MT  0.99963075   -0 19 13.4
 FD1623
 FD1623                          SUPERSEDED SURVEY CONTROL
 FD1623
 FD1623  NAD 83(1995)-  35 32 36.64356(N)    087 33 03.97748(W) AD(       ) 4
 FD1623  NAD 83(1986)-  35 32 36.65014(N)    087 33 03.97820(W) AD(       ) 4
 FD1623  NAD 27      -  35 32 36.38300(N)    087 33 03.91400(W) AD(       ) 3
 FD1623
 FD1623.Superseded values are not recommended for survey control.
 FD1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1623.See file dsdata.txt to determine how the superseded data were derived.
 FD1623
 FD1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5004533459(NAD 83)
 FD1623_MARKER: 51 = TANK
 FD1623
 FD1623  HISTORY     - Date     Condition        Report By
 FD1623  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1623  HISTORY     - 1970     GOOD             NGS
 FD1623
 FD1623                          STATION DESCRIPTION
 FD1623
 FD1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1623'THE TANK IS NO LONGER BLACK IN COLOR BUT IS NOW PAINTED LIGHT GREEN.
 FD1623'THERE IS NO PREVIOUS DESCRIPTION AVAILABLE.
 FD1623'
 FD1623'THE STATION IS THE RED LIGHT ATOP THE HOHENWALD MUNICIPAL WATER TANK
 FD1623'THAT IS LOCATED NEAR THE INTERSECTION OF SOUTH MAPLE STREET AND EAST
 FD1623'THIRD AVENUE IN THE SOUTHEAST SECTION OF THE CITY OF HOHENWALD.
 FD1623'THE TANK IS CYLINDRICAL IN SHAPE, SUPPORTED BY FOUR STRUCTURAL
 FD1623'STEEL LEGS AND IS ABOUT 150 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1624 ***********************************************************************
 FD1624  DESIGNATION -  HOHENWALD NORTH MUNICIPAL TANK
 FD1624  PID         -  FD1624
 FD1624  STATE/COUNTY-  TN/LEWIS
 FD1624  USGS QUAD   -  HOHENWALD (1991)
 FD1624
 FD1624                         *CURRENT SURVEY CONTROL
 FD1624  ___________________________________________________________________
 FD1624* NAD 83(1995)-  35 33 15.59816(N)    087 33 21.21682(W)     ADJUSTED  
 FD1624* NAVD 88     -                                                        
 FD1624  ___________________________________________________________________
 FD1624  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FD1624  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1624
 FD1624  HORZ ORDER  -  THIRD
 FD1624
 FD1624.The horizontal coordinates were established by classical geodetic methods
 FD1624.and adjusted by the National Geodetic Survey in April 1999..
 FD1624
 FD1624
 FD1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1624
 FD1624.The geoid height was determined by GEOID03.
 FD1624
 FD1624;                    North         East     Units Scale Factor Converg.
 FD1624;SPC TN       -   136,590.190   458,941.398   MT  0.99996025   -0 54 39.2
 FD1624;SPC TN       -   448,129.65  1,505,710.24   sFT  0.99996025   -0 54 39.2
 FD1624;UTM  16      - 3,934,661.405   449,618.004   MT  0.99963128   -0 19 23.7
 FD1624
 FD1624                          SUPERSEDED SURVEY CONTROL
 FD1624
 FD1624  NAD 83(1995)-  35 33 15.60205(N)    087 33 21.21731(W) AD(       ) 4
 FD1624  NAD 83(1986)-  35 33 15.60866(N)    087 33 21.21814(W) AD(       ) 4
 FD1624  NAD 27      -  35 33 15.34300(N)    087 33 21.15300(W) AD(       ) 3
 FD1624
 FD1624.Superseded values are not recommended for survey control.
 FD1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1624.See file dsdata.txt to determine how the superseded data were derived.
 FD1624
 FD1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4961834661(NAD 83)
 FD1624_MARKER: 51 = TANK
 FD1624
 FD1624  HISTORY     - Date     Condition        Report By
 FD1624  HISTORY     - 1962     FIRST OBSERVED   CGS
 FD1624
 FD1624                          STATION DESCRIPTION
 FD1624
 FD1624'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1330 ***********************************************************************
 FC1330  DESIGNATION -  HOLDER
 FC1330  PID         -  FC1330
 FC1330  STATE/COUNTY-  TN/MARION
 FC1330  USGS QUAD   -  MONTEAGLE (1982)
 FC1330
 FC1330                         *CURRENT SURVEY CONTROL
 FC1330  ___________________________________________________________________
 FC1330* NAD 83(1995)-  35 08 49.30265(N)    085 46 27.33909(W)     ADJUSTED  
 FC1330* NAVD 88     -       203.619  (meters)     668.04   (feet)  ADJUSTED  
 FC1330  ___________________________________________________________________
 FC1330  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FC1330  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1330  DYNAMIC HT  -         203.422 (meters)     667.39  (feet)  COMP
 FC1330  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 FC1330
 FC1330  HORZ ORDER  -  SECOND
 FC1330  VERT ORDER  -  SECOND    CLASS 0
 FC1330
 FC1330.The horizontal coordinates were established by classical geodetic methods
 FC1330.and adjusted by the National Geodetic Survey in April 1999..
 FC1330
 FC1330.The orthometric height was determined by differential leveling
 FC1330.and adjusted by the National Geodetic Survey in June 1991..
 FC1330
 FC1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1330
 FC1330.The geoid height was determined by GEOID03.
 FC1330
 FC1330.The dynamic height is computed by dividing the NAVD 88
 FC1330.geopotential number by the normal gravity value computed on the
 FC1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1330.degrees latitude (g = 980.6199 gals.).
 FC1330
 FC1330.The modeled gravity was interpolated from observed gravity values.
 FC1330
 FC1330;                    North         East     Units Scale Factor Converg.
 FC1330;SPC TN       -    90,304.068   620,570.772   MT  1.00001977   +0 07 55.8
 FC1330;SPC TN       -   296,272.60  2,035,989.27   sFT  1.00001977   +0 07 55.8
 FC1330;UTM  16      - 3,890,035.763   611,653.181   MT  0.99975364   +0 42 20.5
 FC1330
 FC1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1330!SPC TN       -   0.99997257  x   1.00001977  =   0.99999234
 FC1330!UTM  16      -   0.99997257  x   0.99975364  =   0.99972622
 FC1330
 FC1330|---------------------------------------------------------------------|
 FC1330| PID    Reference Object                     Distance      Geod. Az  |
 FC1330|                                                           dddmmss.s |
 FC1330| FC1329 HOLDER RM 1                           5.819 METERS 14036     |
 FC1330| FC1328 H 38                                               1645133.0 |
 FC1330| FC1325 MARTIN                              APPROX. 1.8 KM 1701846.3 |
 FC1330| FC1331 HOLDER RM 2                           5.601 METERS 28401     |
 FC1330|---------------------------------------------------------------------|
 FC1330
 FC1330                          SUPERSEDED SURVEY CONTROL
 FC1330
 FC1330  NAD 83(1995)-  35 08 49.30404(N)    085 46 27.33885(W) AD(       ) 2
 FC1330  NAD 83(1995)-  35 08 49.30434(N)    085 46 27.34013(W) AD(       ) 2
 FC1330  NAD 83(1995)-  35 08 49.30746(N)    085 46 27.33735(W) AD(       ) 2
 FC1330  NAD 83(1986)-  35 08 49.30808(N)    085 46 27.33694(W) AD(       ) 2
 FC1330  NAD 27      -  35 08 49.01560(N)    085 46 27.43820(W) AD(       ) 2
 FC1330  NGVD 29 (??/??/92)  203.616  (m)          668.03   (f) ADJ UNCH    2 0
 FC1330
 FC1330.Superseded values are not recommended for survey control.
 FC1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1330.See file dsdata.txt to determine how the superseded data were derived.
 FC1330
 FC1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1165390036(NAD 83)
 FC1330_MARKER: DE = TRAVERSE STATION DISK
 FC1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1330_STAMPING: HOLDER 1962
 FC1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1330+STABILITY: SURFACE MOTION
 FC1330
 FC1330  HISTORY     - Date     Condition        Report By
 FC1330  HISTORY     - 1962     MONUMENTED       CGS
 FC1330  HISTORY     - 1964     GOOD             CGS
 FC1330  HISTORY     - 1964     GOOD             NGS
 FC1330
 FC1330                          STATION DESCRIPTION
 FC1330
 FC1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1330'THE STATION IS LOCATED ALONG THE EAST RIGHT-OF-WAY OF U.S. HIGHWAYS
 FC1330'41 AND 64, ABOUT 10 MILES NORTHWEST OF JASPER AND ABOUT 7-1/2
 FC1330'MILES SOUTH-SOUTHEAST OF MONTEAGLE.
 FC1330'
 FC1330'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO EASTERLY
 FC1330'ON U.S. HIGHWAYS 41 AND 64 FOR 0.45 MILE TO THE JUNCTION OF
 FC1330'STATE ROUTE 56 ON THE LEFT, HERE CONTINUE SOUTHEASTERLY ON U.S.
 FC1330'HIGHWAYS 41 AND 64 FOR 7.6 MILES TO THE STATION ON THE LEFT,
 FC1330'JUST AFTER PASSING A GRAVELED ROAD LEFT AND W. O. HOLDERS MAIL BOX.
 FC1330'
 FC1330'THE STATION IS 66 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1330'ROAD, 40 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS
 FC1330'41 AND 64, 17.5 FEET SOUTHWEST OF A GUYED POWERLINE POLE, AND 2.6
 FC1330'FEET SOUTH OF A METAL WITNESS POST. IT IS A STANDARD TRAVERSE
 FC1330'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT THAT
 FC1330'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HOLDER
 FC1330'1962. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE AND
 FC1330'THE DISK IS STAMPED HOLDER 1962.
 FC1330'
 FC1330'REFERENCE MARK NO. 1 IS 85 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FC1330'GRAVELED ROAD, 43 FEET EAST OF THE APPROXIMATE
 FC1330'CENTER OF U.S. HIGHWAYS 41 AND 64, 34 FEET SOUTHEAST OF A GUYED
 FC1330'POWERLINE POLE, AND ABOUT 1 FOOT ABOVE THE ELEVATION OF THE
 FC1330'STATION. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FC1330'CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES AND THE DISK
 FC1330'IS STAMPED HOLDER NO 1 1962.
 FC1330'
 FC1330'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FC1330'GRAVELED ROAD, 27 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 FC1330'HIGHWAYS 41 AND 64, 2 FEET NORTH OF A GUYED POWERLINE POLE, AND ABOUT
 FC1330'2-1/2 FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD
 FC1330'DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 FC1330'THE DISK IS STAMPED HOLDER NO 2 1962.
 FC1330'
 FC1330'THE HORIZONTAL MEASUREMENT BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FC1330'MARK NO. 2 IS 35.6 FEET.
 FC1330'
 FC1330'U.S. COAST AND GEODETIC SURVEY BENCH MARK H 38 1934 WILL SERVE AS THE
 FC1330'AZIMUTH MARK. IT IS 92 FEET NORTH OF A TELEPHONE POLE, 66
 FC1330'FEET NORTHWEST OF A POWERLINE TRANSFORMER POLE NO. 1713, 34 FEET WEST
 FC1330'OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 64, 1.4 FEET
 FC1330'WEST OF A METAL WITNESS POST SUPPORTING A T.V.A. SIGN, AND 0.7 OF A
 FC1330'FOOT EAST OF A WOVEN WIRE FENCE. IT IS A STANDARD C. AND
 FC1330'G.S. BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE,
 FC1330'CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES AND THE DISK IS
 FC1330'STAMPED H 38 1934.
 FC1330'
 FC1330'TO REACH THE BENCH MARK WHICH SERVED AS THE AZIMUTH MARK FOR THIS
 FC1330'STATION, CONTINUE SOUTH ON U.S. HIGHWAYS 41 AND 64 FOR ABOUT
 FC1330'0.1 MILE TO THE MARK ON THE RIGHT.
 FC1330
 FC1330                          STATION RECOVERY (1964)
 FC1330
 FC1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FC1330'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1330'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1962 TO REACH FOR THE
 FC1330'STATION IS COMPLETELY ADEQUATE.  U. S. COAST AND GEODETIC SURVEY
 FC1330'BENCH MARK H 38 1934 WHICH WAS USED AS THE AZIMUTH MARK FOR THIS
 FC1330'STATION HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  THE PROJECT
 FC1330'ENGINEER FOR INTERSTATE ROUTE 24 STATED THAT HE DEFINATELY KNOWS
 FC1330'THIS MARK WAS ACCIDENTALLY DESTROYED BY A BULLDOZER WHILE
 FC1330'CLEARING THE RIGHT-OF-WAY.  A COMPLETE SEARCH WAS MADE
 FC1330'OF THE AREA IN AN ATTEMPT TO RECOVER THE DISK, BUT NO EVIDENCE OF THE
 FC1330'OLD MARK COULD BE FOUND AND IT IS PRESUMED THAT THE MARK IS NOW
 FC1330'UNDER THE HIGHWAY FILL IN THAT AREA.
 FC1330'
 FC1330'TRAVERSE STATION JUMP 1962 ABOUT 1.0 MILE NORTHWEST OF THIS STATION
 FC1330'IS NOW VISIBLE FROM THE GROUND AND WILL SERVE AS AN AZIMUTH MARK.
 FC1330
 FC1330                          STATION RECOVERY (1964)
 FC1330
 FC1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC1330'8 MI SE FROM MONTEAGLE.
 FC1330'THIS MARK IS AT THE HOLDER 1962 TRAVERSE STATION SITE.  TO REACH
 FC1330'FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST ON U.S. HIGHWAYS
 FC1330'41 AND 64 FOR 8.05 MILES TO THE STATION ON THE LEFT, JUST AFTER
 FC1330'PASSING A GRAVELED ROAD LEFT AND W.O. HOLDERS MAIL BOX.  IT IS
 FC1330'66 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 40
 FC1330'FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 64,
 FC1330'17.5 FEET SOUTHWEST OF A GUYED POWERLINE POLE, AND 2.6 FEET
 FC1330'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD TRAVERSE
 FC1330'STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC1330'MONUMENT PROJECTING 3 INCHES, AND ABOUT LEVEL WITH THE TOP OF
 FC1330'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1329 ***********************************************************************
 FC1329  DESIGNATION -  HOLDER RM 1
 FC1329  PID         -  FC1329
 FC1329  STATE/COUNTY-  TN/MARION
 FC1329  USGS QUAD   -  MONTEAGLE (1982)
 FC1329
 FC1329                         *CURRENT SURVEY CONTROL
 FC1329  ___________________________________________________________________
 FC1329* NAD 83(1986)-  35 08 49.     (N)    085 46 27.     (W)     SCALED    
 FC1329* NAVD 88     -       203.970  (meters)     669.19   (feet)  ADJUSTED  
 FC1329  ___________________________________________________________________
 FC1329  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1329  DYNAMIC HT  -         203.772 (meters)     668.54  (feet)  COMP
 FC1329  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 FC1329
 FC1329  VERT ORDER  -  SECOND    CLASS 0
 FC1329
 FC1329.The horizontal coordinates were scaled from a topographic map and have
 FC1329.an estimated accuracy of +/- 6 seconds.
 FC1329
 FC1329.The orthometric height was determined by differential leveling
 FC1329.and adjusted by the National Geodetic Survey in June 1991..
 FC1329
 FC1329.The geoid height was determined by GEOID03.
 FC1329
 FC1329.The dynamic height is computed by dividing the NAVD 88
 FC1329.geopotential number by the normal gravity value computed on the
 FC1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1329.degrees latitude (g = 980.6199 gals.).
 FC1329
 FC1329.The modeled gravity was interpolated from observed gravity values.
 FC1329
 FC1329;                    North         East    Units  Estimated Accuracy
 FC1329;SPC TN       -    90,300.      620,580.      MT  (+/- 180 meters Scaled)
 FC1329
 FC1329                          SUPERSEDED SURVEY CONTROL
 FC1329
 FC1329  NGVD 29 (??/??/92)  203.966  (m)          669.18   (f) ADJ UNCH    2 0
 FC1329
 FC1329.Superseded values are not recommended for survey control.
 FC1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1329.See file dsdata.txt to determine how the superseded data were derived.
 FC1329
 FC1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD116900(NAD 83)
 FC1329_MARKER: DR = REFERENCE MARK DISK
 FC1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1329_STAMPING: HOLDER NO 1 1962
 FC1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1329+STABILITY: SURFACE MOTION
 FC1329
 FC1329  HISTORY     - Date     Condition        Report By
 FC1329  HISTORY     - 1962     MONUMENTED       CGS
 FC1329  HISTORY     - 1964     GOOD             NGS
 FC1329
 FC1329                          STATION DESCRIPTION
 FC1329
 FC1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1329'8 MI SE FROM MONTEAGLE.
 FC1329'THIS MARK IS AT THE HOLDER 1962 TRAVERSE STATION SITE.  IT IS
 FC1329'85 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 43
 FC1329'FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND 64,
 FC1329'34 FEET SOUTHEAST OF A GUYED POWER LINE POLE, 19.09 FEET SOUTH
 FC1329'OF THE STATION HOLDER 1962, AND ABOUT 1 FOOT ABOVE THE ELEVATION
 FC1329'OF THE STATION MARK.  A STANDARD REFERENCE MARK DISK SET IN THE
 FC1329'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FC1329'INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1331 ***********************************************************************
 FC1331  DESIGNATION -  HOLDER RM 2
 FC1331  PID         -  FC1331
 FC1331  STATE/COUNTY-  TN/MARION
 FC1331  USGS QUAD   -  MONTEAGLE (1982)
 FC1331
 FC1331                         *CURRENT SURVEY CONTROL
 FC1331  ___________________________________________________________________
 FC1331* NAD 83(1986)-  35 08 49.     (N)    085 46 27.     (W)     SCALED    
 FC1331* NAVD 88     -       203.089  (meters)     666.30   (feet)  ADJUSTED  
 FC1331  ___________________________________________________________________
 FC1331  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1331  DYNAMIC HT  -         202.892 (meters)     665.65  (feet)  COMP
 FC1331  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 FC1331
 FC1331  VERT ORDER  -  SECOND    CLASS 0
 FC1331
 FC1331.The horizontal coordinates were scaled from a topographic map and have
 FC1331.an estimated accuracy of +/- 6 seconds.
 FC1331
 FC1331.The orthometric height was determined by differential leveling
 FC1331.and adjusted by the National Geodetic Survey in June 1991..
 FC1331
 FC1331.The geoid height was determined by GEOID03.
 FC1331
 FC1331.The dynamic height is computed by dividing the NAVD 88
 FC1331.geopotential number by the normal gravity value computed on the
 FC1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1331.degrees latitude (g = 980.6199 gals.).
 FC1331
 FC1331.The modeled gravity was interpolated from observed gravity values.
 FC1331
 FC1331;                    North         East    Units  Estimated Accuracy
 FC1331;SPC TN       -    90,300.      620,580.      MT  (+/- 180 meters Scaled)
 FC1331
 FC1331                          SUPERSEDED SURVEY CONTROL
 FC1331
 FC1331  NGVD 29 (??/??/92)  203.085  (m)          666.29   (f) ADJ UNCH    2 0
 FC1331
 FC1331.Superseded values are not recommended for survey control.
 FC1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1331.See file dsdata.txt to determine how the superseded data were derived.
 FC1331
 FC1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD116900(NAD 83)
 FC1331_MARKER: DR = REFERENCE MARK DISK
 FC1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1331_STAMPING: HOLDER NO 2 1962
 FC1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1331+STABILITY: SURFACE MOTION
 FC1331
 FC1331  HISTORY     - Date     Condition        Report By
 FC1331  HISTORY     - 1962     MONUMENTED       CGS
 FC1331  HISTORY     - 1964     GOOD             NGS
 FC1331
 FC1331                          STATION DESCRIPTION
 FC1331
 FC1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1331'8 MI SE FROM MONTEAGLE.
 FC1331'THIS MARK IS AT THE HOLDER 1962 TRAVERSE STATION SITE.  IT IS
 FC1331'55 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FC1331'27 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND
 FC1331'64, 18.37 FEET NORTHWEST OF THE STATION HOLDER 1962, 2 FEET
 FC1331'NORTH OF A GUYED POWERLINE POLE, AND ABOUT 2 FEET BELOW THE
 FC1331'ELEVATION OF THE STATION.  IT IS A STANDARD REFERENCE MARK DISK
 FC1331'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH
 FC1331'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1846 ***********************************************************************
 GB1846  DESIGNATION -  HOLLADAY
 GB1846  PID         -  GB1846
 GB1846  STATE/COUNTY-  TN/PUTNAM
 GB1846  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1846
 GB1846                         *CURRENT SURVEY CONTROL
 GB1846  ___________________________________________________________________
 GB1846* NAD 83(1995)-  36 08 13.00666(N)    085 32 41.88348(W)     ADJUSTED  
 GB1846* NAVD 88     -       335.951  (meters)    1102.20   (feet)  ADJUSTED  
 GB1846  ___________________________________________________________________
 GB1846  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 GB1846  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1846  DYNAMIC HT  -         335.652 (meters)    1101.22  (feet)  COMP
 GB1846  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1846
 GB1846  HORZ ORDER  -  SECOND
 GB1846  VERT ORDER  -  SECOND    CLASS 0
 GB1846
 GB1846.The horizontal coordinates were established by classical geodetic methods
 GB1846.and adjusted by the National Geodetic Survey in April 1999..
 GB1846
 GB1846.The orthometric height was determined by differential leveling
 GB1846.and adjusted by the National Geodetic Survey in June 1991..
 GB1846
 GB1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1846
 GB1846.The geoid height was determined by GEOID03.
 GB1846
 GB1846.The dynamic height is computed by dividing the NAVD 88
 GB1846.geopotential number by the normal gravity value computed on the
 GB1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1846.degrees latitude (g = 980.6199 gals.).
 GB1846
 GB1846.The modeled gravity was interpolated from observed gravity values.
 GB1846
 GB1846;                    North         East     Units Scale Factor Converg.
 GB1846;SPC TN       -   200,205.596   640,954.655   MT  0.99996233   +0 15 59.0
 GB1846;SPC TN       -   656,841.19  2,102,865.40   sFT  0.99996233   +0 15 59.0
 GB1846;UTM  16      - 4,000,118.389   630,915.827   MT  0.99981118   +0 51 29.4
 GB1846
 GB1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1846!SPC TN       -   0.99995190  x   0.99996233  =   0.99991423
 GB1846!UTM  16      -   0.99995190  x   0.99981118  =   0.99976309
 GB1846
 GB1846:                Primary Azimuth Mark                     Grid Az
 GB1846:SPC TN       -  COOKEVILLE SMALL MUNICIPAL TK            033 54 54.5
 GB1846:UTM  16      -  COOKEVILLE SMALL MUNICIPAL TK            033 19 24.1
 GB1846
 GB1846|---------------------------------------------------------------------|
 GB1846| PID    Reference Object                     Distance      Geod. Az  |
 GB1846|                                                           dddmmss.s |
 GB1846| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX. 4.6 KM 0341053.5 |
 GB1846| GB1849 HOLLADAY AZ MK                                     0513946.9 |
 GB1846| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX. 5.2 KM 0621409.0 |
 GB1846| GB1848 HOLLADAY RM 1                        25.196 METERS 08440     |
 GB1846| GB1841 UNION                               APPROX. 4.6 KM 2755127.2 |
 GB1846| GB1847 HOLLADAY RM 2                        22.916 METERS 27632     |
 GB1846|---------------------------------------------------------------------|
 GB1846
 GB1846                          SUPERSEDED SURVEY CONTROL
 GB1846
 GB1846  NAD 83(1995)-  36 08 13.00877(N)    085 32 41.88619(W) AD(       ) 2
 GB1846  NAD 83(1995)-  36 08 13.01146(N)    085 32 41.88677(W) AD(       ) 2
 GB1846  NAD 83(1986)-  36 08 13.01941(N)    085 32 41.88483(W) AD(       ) 2
 GB1846  NAD 27      -  36 08 12.79460(N)    085 32 41.97240(W) AD(       ) 2
 GB1846  NGVD 29 (??/??/92)  336.020  (m)         1102.43   (f) ADJ UNCH    2 0
 GB1846
 GB1846.Superseded values are not recommended for survey control.
 GB1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1846.See file dsdata.txt to determine how the superseded data were derived.
 GB1846
 GB1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3091600118(NAD 83)
 GB1846_MARKER: DE = TRAVERSE STATION DISK
 GB1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1846_STAMPING: HOLLADAY 1960
 GB1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1846+STABILITY: SURFACE MOTION
 GB1846
 GB1846  HISTORY     - Date     Condition        Report By
 GB1846  HISTORY     - 1960     MONUMENTED       CGS
 GB1846  HISTORY     - 1960     GOOD             CGS
 GB1846
 GB1846                          STATION DESCRIPTION
 GB1846
 GB1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB1846'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF COOKEVILLE ON THE
 GB1846'NORTH SIDE OF INTERSTATE HIGHWAY 40.
 GB1846'
 GB1846'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE IN
 GB1846'COOKEVILLE, GO WEST ON U.S. HIGHWAY 70N FOR 0.55 MILE TO BUFFALO
 GB1846'VALLEY ROAD, TURN LEFT, SOUTHWEST, ON BUFFALO VALLEY ROAD AND GO 1.45
 GB1846'MILES TO A FORK, KEEP LEFT FORK AND GO 0.95 MILE TO A T JUNCTION
 GB1846'AT HOLLADAY SCHOOL, TURN LEFT, SOUTH, AND GO 0.3 MILE TO THE AZIMUTH
 GB1846'MARK ON THE LEFT, CONTINUE SOUTH FOR 0.15 MILE TO THE NORTH SIDE OF
 GB1846'INTERSTATE HIGHWAY 40, TURN RIGHT, WEST, ALONG FENCE LINE AND GO 0.05
 GB1846'MILE TO THE STATION.
 GB1846'
 GB1846'THE STATION IS 85 FEET WEST OF A POWER LINE POLE, 26 FEET SOUTH OF
 GB1846'THE SOUTHEAST CORNER OF A BARN AND 1.8 FEET NORTH OF A WITNESS POST.
 GB1846'IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 GB1846'FLUSH, AND STAMPED HOLLADAY 1960.
 GB1846'
 GB1846'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A POWER LINE POLE. IT IS A
 GB1846'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GB1846'STAMPED HOLLADAY NO 1 1960.
 GB1846'
 GB1846'REFERENCE MARK NO. 2 IS 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GB1846'A BARN, 13 FEET NORTH OF A FENCE LINE AND 1 FOOT SOUTH OF A WOOD
 GB1846'FENCE POST. IT IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE
 GB1846'POST, FLUSH, AND STAMPED HOLLADAY NO 2 1960.
 GB1846'
 GB1846'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 10
 GB1846'FEET SOUTH OF A 12-INCH LOCUST TREE, 9 FEET NORTH OF AN 18-INCH
 GB1846'LOCUST TREE AND 2.2 FEET SOUTHWEST OF A WITNESS POST. IT IS A
 GB1846'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH,
 GB1846'AND STAMPED HOLLADAY 1960.
 GB1846'
 GB1846'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GB1846
 GB1846                          STATION RECOVERY (1960)
 GB1846
 GB1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GB1846'4.2 MI SW FROM COOKEVILLE.
 GB1846'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON
 GB1846'STATE HIGHWAY 42, THEN 2.35 MILES WEST ON INTERSTATE HIGHWAY 40
 GB1846'TO THE INTERSECTION OF A GRAVELED ROAD.  THE STATION MARK IS ON
 GB1846'THE NORTH SIDE OF INTERSTATE HIGHWAY 40, 85 FT. WEST OF A POWER
 GB1846'LINE POLE, 28 FT. SOUTH OF THE SOUTHEAST CORNER OF A BARN AND
 GB1846'1.8 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB1846'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT LEVEL
 GB1846'WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1849 ***********************************************************************
 GB1849  DESIGNATION -  HOLLADAY AZ MK
 GB1849  PID         -  GB1849
 GB1849  STATE/COUNTY-  TN/PUTNAM
 GB1849  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1849
 GB1849                         *CURRENT SURVEY CONTROL
 GB1849  ___________________________________________________________________
 GB1849* NAD 83(1986)-  36 08 14.     (N)    085 32 38.     (W)     SCALED    
 GB1849* NAVD 88     -       338.563  (meters)    1110.77   (feet)  ADJUSTED  
 GB1849  ___________________________________________________________________
 GB1849  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB1849  DYNAMIC HT  -         338.261 (meters)    1109.78  (feet)  COMP
 GB1849  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1849
 GB1849  VERT ORDER  -  SECOND    CLASS 0
 GB1849
 GB1849.The horizontal coordinates were scaled from a topographic map and have
 GB1849.an estimated accuracy of +/- 6 seconds.
 GB1849
 GB1849.The orthometric height was determined by differential leveling
 GB1849.and adjusted by the National Geodetic Survey in June 1991..
 GB1849
 GB1849.The geoid height was determined by GEOID03.
 GB1849
 GB1849.The dynamic height is computed by dividing the NAVD 88
 GB1849.geopotential number by the normal gravity value computed on the
 GB1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1849.degrees latitude (g = 980.6199 gals.).
 GB1849
 GB1849.The modeled gravity was interpolated from observed gravity values.
 GB1849
 GB1849;                    North         East    Units  Estimated Accuracy
 GB1849;SPC TN       -   200,240.      641,050.      MT  (+/- 180 meters Scaled)
 GB1849
 GB1849                          SUPERSEDED SURVEY CONTROL
 GB1849
 GB1849  NGVD 29 (??/??/92)  338.632  (m)         1111.00   (f) ADJ UNCH    2 0
 GB1849
 GB1849.Superseded values are not recommended for survey control.
 GB1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1849.See file dsdata.txt to determine how the superseded data were derived.
 GB1849
 GB1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF310001(NAD 83)
 GB1849_MARKER: DR = REFERENCE MARK DISK
 GB1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1849_STAMPING: HOLLADAY 1960
 GB1849_MARK LOGO: CGS   
 GB1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1849+STABILITY: SURFACE MOTION
 GB1849
 GB1849  HISTORY     - Date     Condition        Report By
 GB1849  HISTORY     - 1960     MONUMENTED       CGS
 GB1849
 GB1849                          STATION DESCRIPTION
 GB1849
 GB1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1849'4.3 MI SW FROM COOKEVILLE.
 GB1849'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1849'HIGHWAY 42, THEN 2.35 MILES WEST ON INTERSTATE HIGHWAY 40 TO
 GB1849'THE INTERSECTION OF A GRAVELED ROAD, THEN 0.15 MILE NORTH ON
 GB1849'THE GRAVELED ROAD.  THE AZIMUTH MARK IS 25 FT. EAST OF THE
 GB1849'CENTER OF THE GRAVELED ROAD, 10 FT. SOUTH OF A 12-INCH LOCUST
 GB1849'TREE, 9 FT. NORTH OF AN 18-INCH LOCUST TREE AND 2.2 FT. SOUTHWEST
 GB1849'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1849'THAT IS FLUSH WITH THE GROUND AND ABOUT 2 FT. ABOVE THE LEVEL
 GB1849'OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1848 ***********************************************************************
 GB1848  DESIGNATION -  HOLLADAY RM 1
 GB1848  PID         -  GB1848
 GB1848  STATE/COUNTY-  TN/PUTNAM
 GB1848  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1848
 GB1848                         *CURRENT SURVEY CONTROL
 GB1848  ___________________________________________________________________
 GB1848* NAD 83(1986)-  36 08 12.     (N)    085 32 41.     (W)     SCALED    
 GB1848* NAVD 88     -       335.301  (meters)    1100.07   (feet)  ADJUSTED  
 GB1848  ___________________________________________________________________
 GB1848  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB1848  DYNAMIC HT  -         335.002 (meters)    1099.09  (feet)  COMP
 GB1848  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1848
 GB1848  VERT ORDER  -  SECOND    CLASS 0
 GB1848
 GB1848.The horizontal coordinates were scaled from a topographic map and have
 GB1848.an estimated accuracy of +/- 6 seconds.
 GB1848
 GB1848.The orthometric height was determined by differential leveling
 GB1848.and adjusted by the National Geodetic Survey in June 1991..
 GB1848
 GB1848.The geoid height was determined by GEOID03.
 GB1848
 GB1848.The dynamic height is computed by dividing the NAVD 88
 GB1848.geopotential number by the normal gravity value computed on the
 GB1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1848.degrees latitude (g = 980.6199 gals.).
 GB1848
 GB1848.The modeled gravity was interpolated from observed gravity values.
 GB1848
 GB1848;                    North         East    Units  Estimated Accuracy
 GB1848;SPC TN       -   200,180.      640,980.      MT  (+/- 180 meters Scaled)
 GB1848
 GB1848                          SUPERSEDED SURVEY CONTROL
 GB1848
 GB1848  NGVD 29 (??/??/92)  335.370  (m)         1100.29   (f) ADJ UNCH    2 0
 GB1848
 GB1848.Superseded values are not recommended for survey control.
 GB1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1848.See file dsdata.txt to determine how the superseded data were derived.
 GB1848
 GB1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF309000(NAD 83)
 GB1848_MARKER: DR = REFERENCE MARK DISK
 GB1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1848_STAMPING: HOLLADAY NO 1 1960
 GB1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1848+STABILITY: SURFACE MOTION
 GB1848
 GB1848  HISTORY     - Date     Condition        Report By
 GB1848  HISTORY     - 1960     MONUMENTED       CGS
 GB1848
 GB1848                          STATION DESCRIPTION
 GB1848
 GB1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1848'4.2 MI SW FROM COOKEVILLE.
 GB1848'THIS MARK IS LOCATED AT THE HOLLADAY 1960 STATION SITE, 82.7 FT.
 GB1848'EAST OF THE STATION MARK AND 2 FT. WEST OF A POWER LINE POLE.  THE
 GB1848'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GB1848'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1847 ***********************************************************************
 GB1847  DESIGNATION -  HOLLADAY RM 2
 GB1847  PID         -  GB1847
 GB1847  STATE/COUNTY-  TN/PUTNAM
 GB1847  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1847
 GB1847                         *CURRENT SURVEY CONTROL
 GB1847  ___________________________________________________________________
 GB1847* NAD 83(1986)-  36 08 12.     (N)    085 32 41.     (W)     SCALED    
 GB1847* NAVD 88     -       334.297  (meters)    1096.77   (feet)  ADJUSTED  
 GB1847  ___________________________________________________________________
 GB1847  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB1847  DYNAMIC HT  -         333.998 (meters)    1095.79  (feet)  COMP
 GB1847  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GB1847
 GB1847  VERT ORDER  -  SECOND    CLASS 0
 GB1847
 GB1847.The horizontal coordinates were scaled from a topographic map and have
 GB1847.an estimated accuracy of +/- 6 seconds.
 GB1847
 GB1847.The orthometric height was determined by differential leveling
 GB1847.and adjusted by the National Geodetic Survey in June 1991..
 GB1847
 GB1847.The geoid height was determined by GEOID03.
 GB1847
 GB1847.The dynamic height is computed by dividing the NAVD 88
 GB1847.geopotential number by the normal gravity value computed on the
 GB1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1847.degrees latitude (g = 980.6199 gals.).
 GB1847
 GB1847.The modeled gravity was interpolated from observed gravity values.
 GB1847
 GB1847;                    North         East    Units  Estimated Accuracy
 GB1847;SPC TN       -   200,180.      640,980.      MT  (+/- 180 meters Scaled)
 GB1847
 GB1847                          SUPERSEDED SURVEY CONTROL
 GB1847
 GB1847  NGVD 29 (??/??/92)  334.365  (m)         1097.00   (f) ADJ UNCH    2 0
 GB1847
 GB1847.Superseded values are not recommended for survey control.
 GB1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1847.See file dsdata.txt to determine how the superseded data were derived.
 GB1847
 GB1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF309000(NAD 83)
 GB1847_MARKER: DR = REFERENCE MARK DISK
 GB1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1847_STAMPING: HOLLADAY NO 2 1960
 GB1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1847+STABILITY: SURFACE MOTION
 GB1847
 GB1847  HISTORY     - Date     Condition        Report By
 GB1847  HISTORY     - 1960     MONUMENTED       CGS
 GB1847
 GB1847                          STATION DESCRIPTION
 GB1847
 GB1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1847'4.2 MI SW FROM COOKEVILLE.
 GB1847'THIS MARK IS LOCATED AT THE HOLLADAY 1960 STATION SITE, 75.2
 GB1847'FT. WEST OF THE STATION MARK, 47 FT. SOUTHWEST OF THE SOUTHWEST
 GB1847'CORNER OF A BARN 13 FT. NORTH OF A WIRE FENCE, AND 1 FT. SOUTH
 GB1847'OF A WOOD FENCE POST.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1847'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2247 ***********************************************************************
 FE2247  DESIGNATION -  HOLLAND
 FE2247  PID         -  FE2247
 FE2247  STATE/COUNTY-  TN/HARDIN
 FE2247  USGS QUAD   -  PICKWICK (1972)
 FE2247
 FE2247                         *CURRENT SURVEY CONTROL
 FE2247  ___________________________________________________________________
 FE2247* NAD 83(1995)-  35 04 38.88711(N)    088 08 15.77537(W)     ADJUSTED  
 FE2247* NAVD 88     -       234.3    (meters)     769.     (feet)  VERTCON   
 FE2247  ___________________________________________________________________
 FE2247  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FE2247  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE2247
 FE2247  HORZ ORDER  -  FIRST
 FE2247
 FE2247.The horizontal coordinates were established by classical geodetic methods
 FE2247.and adjusted by the National Geodetic Survey in April 1999..
 FE2247
 FE2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2247
 FE2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2247
 FE2247.The geoid height was determined by GEOID03.
 FE2247
 FE2247;                    North         East     Units Scale Factor Converg.
 FE2247;SPC TN       -    84,692.254   405,044.671   MT  1.00003493   -1 15 05.4
 FE2247;SPC TN       -   277,861.17  1,328,884.06   sFT  1.00003493   -1 15 05.4
 FE2247;UTM  16      - 3,882,225.955   396,277.196   MT  0.99973259   -0 39 14.0
 FE2247
 FE2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2247!SPC TN       -   0.99996753  x   1.00003493  =   1.00000246
 FE2247!UTM  16      -   0.99996753  x   0.99973259  =   0.99970013
 FE2247
 FE2247|---------------------------------------------------------------------|
 FE2247| PID    Reference Object                     Distance      Geod. Az  |
 FE2247|                                                           dddmmss.s |
 FE2247| CG3480 HOLLAND RM 1                         25.214 METERS 01056     |
 FE2247| FD1592 PINHOOK                             APPROX.17.9 KM 0594113.9 |
 FE2247| FE2250 PICKWICK TVA MICROWAVE KIE 35       APPROX.11.0 KM 2362244.0 |
 FE2247| FE2249 HOLLAND RIM 48 LOT                  APPROX. 9.6 KM 2423323.9 |
 FE2247| FE2259 COUNCE TN RIVER PULP CO TANK        APPROX.12.4 KM 2531109.2 |
 FE2247| CG3481 HOLLAND RM 2                         33.040 METERS 28200     |
 FE2247| CG3479 HOLLAND AZ MK                                      3513528.8 |
 FE2247| FE2248 HOLLAND RM A                         30.682 METERS 35302     |
 FE2247|---------------------------------------------------------------------|
 FE2247
 FE2247                          SUPERSEDED SURVEY CONTROL
 FE2247
 FE2247  NAD 83(1995)-  35 04 38.88808(N)    088 08 15.77541(W) AD(       ) 1
 FE2247  NAD 83(1995)-  35 04 38.88812(N)    088 08 15.77558(W) AD(       ) 1
 FE2247  NAD 83(1995)-  35 04 38.89485(N)    088 08 15.77340(W) AD(       ) 1
 FE2247  NAD 83(1986)-  35 04 38.89597(N)    088 08 15.77242(W) AD(       ) 1
 FE2247  NAD 27      -  35 04 38.59400(N)    088 08 15.63900(W) AD(       ) 1
 FE2247  NGVD 29 (07/19/86)  234.3    (m)          769.     (f) VERT ANG       
 FE2247
 FE2247.Superseded values are not recommended for survey control.
 FE2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2247.See file dsdata.txt to determine how the superseded data were derived.
 FE2247
 FE2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9627782226(NAD 83)
 FE2247_MARKER: DS = TRIANGULATION STATION DISK
 FE2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2247_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2247
 FE2247  HISTORY     - Date     Condition        Report By
 FE2247  HISTORY     - 1934     MONUMENTED       CGS
 FE2247  HISTORY     - 1962     GOOD             CGS
 FE2247  HISTORY     - 1970     GOOD             NGS
 FE2247
 FE2247                          STATION DESCRIPTION
 FE2247
 FE2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FE2247'ABOUT 12 MILES SOUTH-SOUTHEAST OF SAVANNAH, 3-1/2 MILES
 FE2247'EAST-NORTHEAST OF DUNCANS LANDING ON TENNESSEE RIVER, 2
 FE2247'MILES SOUTH OF HORSE CREEK, 1-1/4 MILES WEST OF HOLLAND CREEK, ON
 FE2247'FLAT WOODED RIDGE, AND ON LAND OWNED BY MR.  ROBERT
 FE2247'JOHNSON. TO REACH FROM JUNCTION OF U.S. ROUTE 64 AND STATE ROUTE 69
 FE2247'AT EAST EDGE OF SAVANNAH, GO SOUTHEAST 8.6 MILES ON STATE
 FE2247'ROUTE 69, TURN LEFT ONTO GRAVEL ROAD, GO 2.5 MILES TO FORK, TURN
 FE2247'LEFT, GO 1.5 MILES, TURN RIGHT, GO 0.6 MILE TO FORK (END
 FE2247'OF TRUCK TRAVEL), TURN RIGHT, FORD CREEK, AND FOLLOW BLAZED TRAIL
 FE2247'ABOUT 1.5 MILES TO STATION, OR FOLLOW TRAIL UP PORTERS HOLLOW
 FE2247'ABOUT 1-1/2 MILES, TURN RIGHT, AND GO ALONG TOP OF RIDGE ABOUT 1/2
 FE2247'MILE TO STATION SITE. STATION IS ON HIGH POINT OF RIDGE, 80 FEET
 FE2247'NORTHWEST OF 8-INCH ARROW-BLAZED HICKORY TREE BESIDE TRAIL
 FE2247'ALONG TOP OF RIDGE, AND 47 FEET NORTHEAST OF 10-INCH TRIANGLE-BLAZED
 FE2247'PINE TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 FE2247'DISKS IN CONCRETE. SURFACE MARK PROJECTS 4 INCHES
 FE2247'ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE2247'REFERENCE DISKS IN CONCRETE. REFERENCE MARK NO. 1,
 FE2247'PROJECTING 5 INCHES ABOVE GROUND, IS 82.70 FEET FROM STATION
 FE2247'10 DEG 56 MIN E. REFERENCE MARK NO. 2, PROJECTING 4
 FE2247'INCHES ABOVE GROUND, IS 100 FEET WEST-NORTHWEST OF BLAZED-PINE TREE
 FE2247'AND 108.38 FEET FROM STATION N 83 DEG 58 MIN W.
 FE2247'REFERENCE MARK NO. 1 IS 135.10 FEET NORTHEAST OF REFERENCE MARK NO.
 FE2247'2. AZIMUTH MARK, PROJECTING 6 INCHES ABOVE GROUND, IS 15
 FE2247'FEET SOUTH OF 8-INCH PINE TREE IN MIDDLE OF DIM TRAIL AND 252.5 FEET
 FE2247'FROM STATION N 8 DEG 24 MIN W.
 FE2247
 FE2247                          STATION RECOVERY (1962)
 FE2247
 FE2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FE2247'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE2247'HOWEVER, THE DISK IN REFERENCE MARK NO. 2 AND THE AZIMUTH
 FE2247'MARK WERE INTERCHANGED AT THE TIME THE STATION WAS ESTABLISHED, AND
 FE2247'THE STAMPING WAS ALTERED AT THE TIME OF THIS RECOVERY TO
 FE2247'AGREE WITH THE ORIGINAL DESCRIPTION. THE ORIGINAL TO REACH IS
 FE2247'COMPLETELY INADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 FE2247'DESCRIPTION.
 FE2247'
 FE2247'THE STATION IS ON THE TOP OF A FLAT-TOPPED, HEAVILY WOODED RIDGE, ON
 FE2247'THE PROPERTY OF MR. GEORGE L. JOHNSON ABOUT 12 MILES
 FE2247'SOUTH-SOUTHEAST OF SAVANNAH, 5-1/2 MILES EAST OF THE PICKWICK DAM ON
 FE2247'THE TENNESSEE RIVER, 2 MILES SOUTH OF HORSE CREEK, AND 1-1/2
 FE2247'MILES WEST OF HOLLAND CREEK.
 FE2247'
 FE2247'TO REACH FROM THE NORTHEAST CORNER OF THE HARDIN COUNTY COURTHOUSE
 FE2247'SQUARE IN SAVANNAH, GO EAST ON U. S. HIGHWAY 64 FOR 0.35
 FE2247'MILE TO THE TRAFFIC LIGHT AT THE JUNCTION OF STATE ROUTE 69. HERE
 FE2247'TURN RIGHT AND GO SOUTHEASTERLY ON STATE ROUTE 69 FOR 12.3
 FE2247'MILES TO A GRAVELED T ROAD ON THE RIGHT, (WATERLOO ROAD), TURN RIGHT
 FE2247'AND GO SOUTHERLY ON THIS GRAVELED ROAD FOR 0.7 MILE TO A
 FE2247'WOODS ROAD ON THE RIGHT JUST BEFORE REACHING THE BRICK HOME OF MR.
 FE2247'CECIL JOHNSON ON THE RIGHT. HERE TURN SHARP RIGHT, FORDING
 FE2247'HOLLAND CREEK, AND GO WESTERLY ON A WOODS ROAD FOR 0.1 MILE
 FE2247'TO A WIRE GATE, PASS THROUGH THIS GATE AND CONTINUE 0.05 MILE TO
 FE2247'ANOTHER WIRE GATE, PASS THROUGH THIS GATE AND CONTINUE
 FE2247'SOUTHWESTERLY FOR 0.15 MILE TO A ROAD RIGHT LEADING UPHILL, KEEP LEFT
 FE2247'AND CONTINUE SOUTHWESTERLY FOR 1.1 MILES TO WHERE THE T.V.A.
 FE2247'TRANSMISSION LINE CROSSES OVER THE ROAD, CONTINUE 0.1 MILE TO AN OLD
 FE2247'SAWMILL SITE, CONTINUE 0.25 MILE TO THE SUMMIT OF THE
 FE2247'HILL AND AN 8-INCH, TRIANGLE BLAZED OAK TREE ON THE RIGHT, A 14-INCH,
 FE2247'TRIANGLE BLAZED, FORKED OAK TREE ON THE LEFT AND THE
 FE2247'STATION ABOUT 50 YARDS SOUTH AT THE SUMMIT OF THE HILL.
 FE2247'
 FE2247'THE STATION IS 160 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WOODS
 FE2247'ROAD, 14 FEET SOUTH OF AN 8-INCH, TRIANGLE BLAZED OAK TREE,
 FE2247'10 FEET EAST OF AN 8-INCH, TRIANGLE BLAZED OAK TREE, 9 FEET NORTHWEST
 FE2247'OF A 10-INCH, TRIANGLE BLAZED GUM TREE, AND 1.4 FEET WEST
 FE2247'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE
 FE2247'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5
 FE2247'INCHES AND THE DISK IS STAMPED HOLLAND 1934.
 FE2247'
 FE2247'REFERENCE MARK NO. 1 IS 80 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FE2247'THE WOODS ROAD, 19 FEET NORTHWEST OF A 10-INCH, TRIANGLE BLAZED
 FE2247'OAK TREE, 10 FEET EAST OF AN 8-INCH, TRIANGLE BLAZED OAK TREE, AND 4
 FE2247'FEET SOUTHWEST OF A 12-INCH, TRIANGLE BLAZED HICKORY TREE. IT
 FE2247'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FE2247'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FE2247'HOLLAND NO 1 1934.
 FE2247'
 FE2247'REFERENCE MARK NO 2 IS 15 FEET WEST OF AN 8-INCH, TRIANGLE BLAZED
 FE2247'HICKORY TREE AND 14 FEET NORTH OF A 24 INCH HICKORY TREE
 FE2247'WITH A LARGE HOLLOW SCAR ON THE NORTH SIDE. IT IS A STANDARD DISK SET
 FE2247'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FE2247'3 INCHES AND THE DISK IS STAMPED HOLLAND NO 2 1934.
 FE2247'
 FE2247'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FE2247'MARK NO. 2 IS 135.10 FEET.
 FE2247'
 FE2247'THE AZIMUTH MARK IS 132 FEET SOUTHWEST OF TRIANGLE BLAZED TREES ON
 FE2247'WOODS ROAD NORTH OF STATION, 25 FEET SOUTH OF AN 8-INCH PINE
 FE2247'TREE, 22 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE WOODS ROAD,
 FE2247'21 FEET NORTHWEST OF AN 8-INCH PINE TREE, 5 FEET NORTHEAST OF A
 FE2247'14-INCH, TRIANGLE BLAZED OAK TREE, AND 1.0 FOOT NORTH OF A METAL
 FE2247'WITNESS POST AND SIGN. IT IS A STANDARD REFERENCE MARK DISK
 FE2247'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 FE2247'PROJECTS 5 INCHES AND THE DISK IS STAMPED HOLLAND AZIMUTH 1934.
 FE2247
 FE2247                          STATION RECOVERY (1970)
 FE2247
 FE2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FE2247'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 FE2247'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 FE2247'DIRECTION TO ALL OF THE MARKS COMPARED FAVORABLY WITH THE 1934
 FE2247'DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FE2247'
 FE2247'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF SAVANNAH, 6
 FE2247'MILES EAST OF THE PICKWICK DAM, 1-1/2 MILES SOUTH OF STATE HIGHWAY
 FE2247'69, 1-1/2 MILES WEST OF HOLLAND CREEK AND ON PROPERTY OWNED BY MR.
 FE2247'GEORGE L. JOHNSON OF SAVANNAH.
 FE2247'
 FE2247'TO REACH THE STATION FROM THE POST OFFICE IN PICKWICK GO NORTH ON
 FE2247'STATE HIGHWAY 57 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 128.
 FE2247'CONTINUE NORTH ON STATE HIGHWAY 128 FOR 2.55 MILES, CROSSING THE
 FE2247'PICKWICK DAM ON THE TENNESSEE RIVER, TO A SIDE ROAD RIGHT.  TURN
 FE2247'RIGHT AND GO NORTHEAST ON THE SURFACED ROAD FOR 0.5 MILE TO A
 FE2247'SURFACED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE SURFACED
 FE2247'ROAD FOR 6.15 MILES TO THE JUNCTION OF STATE HIGHWAY 69.  TURN
 FE2247'RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 69 FOR 2.4 MILES TO
 FE2247'A SURFACED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE
 FE2247'SURFACED ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 FE2247'AND GO WESTERLY CROSSING HOLLAND CREEK FOR 0.1 MILE TO A GATE.
 FE2247'PASS THROUGH THE GATE AND CONTINUE WESTERLY ON THE WOODS ROAD
 FE2247'FOR 0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 FE2247'WESTERLY ON THE WOODS ROAD FOR 1.0 MILE TO WHERE THE TENNESSEE
 FE2247'VALLEY AUTHORITY TRANSMISSION LINES CROSS OVER THE ROAD.
 FE2247'CONTINUE AHEAD ON THE WOODS ROAD FOR 0.45 MILE TO THE TOP OF THE
 FE2247'RIDGE AND THE STATION ON THE LEFT AS DESCRIBED.
 FE2247'
 FE2247'THE STATION MARK IS A STANDARD DISK STAMPED HOLLAND 1934, SET IN THE
 FE2247'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 FE2247'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 175 FEET
 FE2247'SOUTH OF THE CENTER OF THE WOODS ROAD, 10 FEET EAST OF A 8-INCH OAK
 FE2247'TREE WITH A TRIANGULAR BLAZE, 9 FEET NORTHWEST OF A 10-INCH
 FE2247'HICKORY TREE WITH A TRIANGULAR BLAZE AND 1 FOOT NORTH OF A METAL
 FE2247'WITNESS POST WITH SIGN ATTACHED.
 FE2247'
 FE2247'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOLLAND NO 1 1934, SET
 FE2247'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 FE2247'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 75
 FE2247'FEET SOUTH OF THE CENTER OF THE WOODS ROAD, 20 FEET NORTHWEST OF
 FE2247'A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE, 10 FEET EAST OF A
 FE2247'12-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 4 FEET SOUTHWEST OF A
 FE2247'8-INCH OAK TREE WITH A TRIANGULAR BLAZE.
 FE2247'
 FE2247'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOLLAND NO 2 1934, SET
 FE2247'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 FE2247'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 109
 FE2247'FEET WEST OF THE METAL WITNESS POST WITH SIGN ATTACHED, 15 FEET
 FE2247'WEST OF A 8-INCH HICKORY TREE WITH A TRIANGULAR BLAZE AND 14
 FE2247'FEET EAST OF A 26-INCH HICKORY TREE WITH A HOLLOW SCAR ON THE
 FE2247'NORTH SIDE.
 FE2247'
 FE2247'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HOLLAND
 FE2247'AZIMUTH 1934, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 FE2247'INCHES IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 FE2247'IT IS 23 FEET WEST OF THE CENTER OF THE WOODS ROAD, 5 FEET NORTH
 FE2247'OF A 14-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 1 FOOT EAST OF A
 FE2247'METAL WITNESS POST WITH SIGN ATTACHED.
 FE2247'
 FE2247'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 FE2247'
 FE2247'REFERENCE MARK 1 TO REFERENCE MARK 2 IS OBSTRUCTED BY BRUSH AND
 FE2247'TREES.
 FE2247'
 FE2247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 FE2247'PICKWICK DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1612 ***********************************************************************
 FD1612  DESIGNATION -  HOLLAND RIM 11 LOT
 FD1612  PID         -  FD1612
 FD1612  STATE/COUNTY-  TN/WAYNE
 FD1612  USGS QUAD   -  EAGLE CREEK (1972)
 FD1612
 FD1612                         *CURRENT SURVEY CONTROL
 FD1612  ___________________________________________________________________
 FD1612* NAD 83(1995)-  35 16 15.13517(N)    087 55 38.85844(W)     ADJUSTED  
 FD1612* NAVD 88     -                                                        
 FD1612  ___________________________________________________________________
 FD1612  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FD1612  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD1612
 FD1612  HORZ ORDER  -  THIRD
 FD1612
 FD1612.The horizontal coordinates were established by classical geodetic methods
 FD1612.and adjusted by the National Geodetic Survey in April 1999..
 FD1612
 FD1612
 FD1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1612
 FD1612.The geoid height was determined by GEOID03.
 FD1612
 FD1612;                    North         East     Units Scale Factor Converg.
 FD1612;SPC TN       -   105,746.943   424,639.421   MT  0.99999638   -1 07 42.3
 FD1612;SPC TN       -   346,938.10  1,393,171.17   sFT  0.99999638   -1 07 42.3
 FD1612;UTM  16      - 3,903,476.544   415,646.284   MT  0.99968769   -0 32 08.1
 FD1612
 FD1612                          SUPERSEDED SURVEY CONTROL
 FD1612
 FD1612  NAD 83(1995)-  35 16 15.13882(N)    087 55 38.86011(W) AD(       ) 4
 FD1612  NAD 83(1995)-  35 16 15.13889(N)    087 55 38.86018(W) AD(       ) 4
 FD1612  NAD 83(1995)-  35 16 15.14087(N)    087 55 38.85779(W) AD(       ) 4
 FD1612  NAD 83(1986)-  35 16 15.14420(N)    087 55 38.85709(W) AD(       ) 4
 FD1612  NAD 27      -  35 16 14.86061(N)    087 55 38.74709(W) AD(       ) 3
 FD1612
 FD1612.Superseded values are not recommended for survey control.
 FD1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1612.See file dsdata.txt to determine how the superseded data were derived.
 FD1612
 FD1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1564603477(NAD 83)
 FD1612_MARKER: 57 = LOOKOUT TOWER
 FD1612
 FD1612  HISTORY     - Date     Condition        Report By
 FD1612  HISTORY     - 1970     FIRST OBSERVED   NGS
 FD1612
 FD1612                          STATION DESCRIPTION
 FD1612
 FD1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1612'THE STATION IS THE TOP CENTER OF THE TENNESSEE, STATE
 FD1612'CONSERVATION DEPARTMENT, HOLLAND-RIM DISTRICT, LOOKOUT TOWER
 FD1612'NUMBER 11 THAT IS LOCATED ABOUT 3 MILES SOUTH OF CLIFTON
 FD1612'JUNCTION AND 2 MILES NORTH OF HOUSTON.  THE TOWER IS A FOUR
 FD1612'LEGGED STEEL STRUCTURE 80 FEET IN HEIGHT SURMOUNTED BY A
 FD1612'SMALL HOUSE.  THE OVERALL HEIGHT BEING 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1606 ***********************************************************************
 FD1606  DESIGNATION -  HOLLAND RIM 12 LOT
 FD1606  PID         -  FD1606
 FD1606  STATE/COUNTY-  TN/WAYNE
 FD1606  USGS QUAD   -  WAYNESBORO (1968)
 FD1606
 FD1606                         *CURRENT SURVEY CONTROL
 FD1606  ___________________________________________________________________
 FD1606* NAD 83(1995)-  35 20 26.69504(N)    087 48 34.63564(W)     ADJUSTED  
 FD1606* NAVD 88     -                                                        
 FD1606  ___________________________________________________________________
 FD1606  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD1606  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD1606
 FD1606  HORZ ORDER  -  THIRD
 FD1606
 FD1606.The horizontal coordinates were established by classical geodetic methods
 FD1606.and adjusted by the National Geodetic Survey in April 1999..
 FD1606.No horizontal observational check was made to the station.
 FD1606
 FD1606
 FD1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1606
 FD1606.The geoid height was determined by GEOID03.
 FD1606
 FD1606;                    North         East     Units Scale Factor Converg.
 FD1606;SPC TN       -   113,293.522   435,502.565   MT  0.99998523   -1 03 33.9
 FD1606;SPC TN       -   371,697.16  1,428,811.33   sFT  0.99998523   -1 03 33.9
 FD1606;UTM  16      - 3,911,132.545   426,427.501   MT  0.99966671   -0 28 06.0
 FD1606
 FD1606                          SUPERSEDED SURVEY CONTROL
 FD1606
 FD1606  NAD 83(1995)-  35 20 26.69940(N)    087 48 34.63698(W) AD(       ) 4
 FD1606  NAD 83(1995)-  35 20 26.69943(N)    087 48 34.63701(W) AD(       ) 4
 FD1606  NAD 83(1995)-  35 20 26.70022(N)    087 48 34.63597(W) AD(       ) 4
 FD1606  NAD 83(1986)-  35 20 26.70439(N)    087 48 34.63502(W) AD(       ) 4
 FD1606  NAD 27      -  35 20 26.42458(N)    087 48 34.53724(W) AD(       ) 3
 FD1606
 FD1606.Superseded values are not recommended for survey control.
 FD1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1606.See file dsdata.txt to determine how the superseded data were derived.
 FD1606
 FD1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2642811133(NAD 83)
 FD1606_MARKER: 57 = LOOKOUT TOWER
 FD1606
 FD1606  HISTORY     - Date     Condition        Report By
 FD1606  HISTORY     - 1970     FIRST OBSERVED   NGS
 FD1606
 FD1606                          STATION DESCRIPTION
 FD1606
 FD1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1606'THE STATION IS THE CENTER OF THE BASE OF THE TENNESSEE,
 FD1606'STATE CONSERVATION DEPARTMENT, HOLLAND-RIM DISTRICT, LOOKOUT
 FD1606'TOWER NUMBER 12 THAT IS LOCATED ABOUT 4-1/2 MILES
 FD1606'EAST-SOUTHEAST OF LEATHERWOOD AND 3 MILES WEST
 FD1606'OF WAYNESBORO.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE 50
 FD1606'FEET IN HEIGHT SURMOUNTED BY A SMALL HOUSE.  THE OVERALL
 FD1606'HEIGHT BEING 60 FEET.  A TRAVERSE CONNECTION WAS MADE TO
 FD1606'TRIANGULATION STATION HASSELL RM 2 WITH THE DISTANCE BEING
 FD1606'54.82 FEET OR 16.709 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1503 ***********************************************************************
 FD1503  DESIGNATION -  HOLLAND RIM 30 LOT
 FD1503  PID         -  FD1503
 FD1503  STATE/COUNTY-  TN/WILLIAMSON
 FD1503  USGS QUAD   -  FAIRVIEW (1951)
 FD1503
 FD1503                         *CURRENT SURVEY CONTROL
 FD1503  ___________________________________________________________________
 FD1503* NAD 83(1995)-  35 54 24.02004(N)    087 07 17.89966(W)     ADJUSTED  
 FD1503* NAVD 88     -                                                        
 FD1503  ___________________________________________________________________
 FD1503  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FD1503  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1503
 FD1503  HORZ ORDER  -  THIRD
 FD1503
 FD1503.The horizontal coordinates were established by classical geodetic methods
 FD1503.and adjusted by the National Geodetic Survey in April 1999..
 FD1503
 FD1503
 FD1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1503
 FD1503.The geoid height was determined by GEOID03.
 FD1503
 FD1503;                    North         East     Units Scale Factor Converg.
 FD1503;SPC TN       -   175,140.644   498,757.246   MT  0.99994920   -0 39 23.9
 FD1503;SPC TN       -   574,607.26  1,636,339.40   sFT  0.99994920   -0 39 23.9
 FD1503;UTM  16      - 3,973,603.953   489,024.079   MT  0.99960148   -0 04 16.8
 FD1503
 FD1503                          SUPERSEDED SURVEY CONTROL
 FD1503
 FD1503  NAD 83(1995)-  35 54 24.02169(N)    087 07 17.90263(W) AD(       ) 4
 FD1503  NAD 83(1986)-  35 54 24.03134(N)    087 07 17.90255(W) AD(       ) 4
 FD1503  NAD 27      -  35 54 23.79653(N)    087 07 17.87851(W) AD(       ) 3
 FD1503
 FD1503.Superseded values are not recommended for survey control.
 FD1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1503.See file dsdata.txt to determine how the superseded data were derived.
 FD1503
 FD1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8902473604(NAD 83)
 FD1503_MARKER: 57 = LOOKOUT TOWER
 FD1503
 FD1503  HISTORY     - Date     Condition        Report By
 FD1503  HISTORY     - 1970     FIRST OBSERVED   NGS
 FD1503
 FD1503                          STATION DESCRIPTION
 FD1503
 FD1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1503'THE STATION IS THE TOP CENTER OF THE TENNESSEE, STATE
 FD1503'CONSERVATION DEPARTMENT, HOLLAND-RIM DISTRICT, LOOKOUT TOWER
 FD1503'NUMBER 30 THAT IS LOCATED ABOUT 7 MILES WEST OF HILLSBORO,
 FD1503'5 MILES SOUTH OF FAIRVIEW AND 4 MILES NORTH-NORTHWEST OF
 FD1503'BENDING CHESTNUT.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE
 FD1503'80 FEET IN HEIGHT SURMOUNTED BY A SMALL HOUSE.  THE OVERALL
 FD1503'HEIGHT BEING 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2249 ***********************************************************************
 FE2249  DESIGNATION -  HOLLAND RIM 48 LOT
 FE2249  PID         -  FE2249
 FE2249  STATE/COUNTY-  TN/HARDIN
 FE2249  USGS QUAD   -  PICKWICK (1972)
 FE2249
 FE2249                         *CURRENT SURVEY CONTROL
 FE2249  ___________________________________________________________________
 FE2249* NAD 83(1995)-  35 02 14.50223(N)    088 13 53.51210(W)     ADJUSTED  
 FE2249* NAVD 88     -                                                        
 FE2249  ___________________________________________________________________
 FE2249  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 FE2249  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE2249
 FE2249  HORZ ORDER  -  THIRD
 FE2249
 FE2249.The horizontal coordinates were established by classical geodetic methods
 FE2249.and adjusted by the National Geodetic Survey in April 1999..
 FE2249
 FE2249
 FE2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2249
 FE2249.The geoid height was determined by GEOID03.
 FE2249
 FE2249;                    North         East     Units Scale Factor Converg.
 FE2249;SPC TN       -    80,434.692   396,388.864   MT  1.00004433   -1 18 23.1
 FE2249;SPC TN       -   263,892.82  1,300,485.80   sFT  1.00004433   -1 18 23.1
 FE2249;UTM  16      - 3,877,879.502   387,668.877   MT  0.99975551   -0 42 25.6
 FE2249
 FE2249                          SUPERSEDED SURVEY CONTROL
 FE2249
 FE2249  NAD 83(1995)-  35 02 14.50219(N)    088 13 53.51241(W) AD(       ) 4
 FE2249  NAD 83(1995)-  35 02 14.50225(N)    088 13 53.51236(W) AD(       ) 4
 FE2249  NAD 83(1995)-  35 02 14.51051(N)    088 13 53.50987(W) AD(       ) 4
 FE2249  NAD 83(1986)-  35 02 14.51089(N)    088 13 53.50939(W) AD(       ) 4
 FE2249  NAD 27      -  35 02 14.20406(N)    088 13 53.36481(W) AD(       ) 3
 FE2249
 FE2249.Superseded values are not recommended for survey control.
 FE2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2249.See file dsdata.txt to determine how the superseded data were derived.
 FE2249
 FE2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8766977880(NAD 83)
 FE2249_MARKER: 57 = LOOKOUT TOWER
 FE2249
 FE2249  HISTORY     - Date     Condition        Report By
 FE2249  HISTORY     - 1970     FIRST OBSERVED   NGS
 FE2249
 FE2249                          STATION DESCRIPTION
 FE2249
 FE2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FE2249'THE STATION IS THE TOP CENTER OF THE TENNESSEE, STATE
 FE2249'CONSERVATION DEPARTMENT, HOLLAND-RIM DISTRICT, LOOKOUT TOWER
 FE2249'NUMBER 48 THAT IS LOCATED ABOUT 2 MILES SOUTH OF COUNCE AND
 FE2249'0.3 MILE WEST OF STATE HIGHWAY 57.  THE TOWER IS A FOUR LEGGED
 FE2249'STEEL STRUCTURE 80 FEET IN HEIGHT SURMOUNTED BY A
 FE2249'SMALL HOUSE.  THE OVERALL HEIGHT BEING 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2248 ***********************************************************************
 FE2248  DESIGNATION -  HOLLAND RM A
 FE2248  PID         -  FE2248
 FE2248  STATE/COUNTY-  TN/HARDIN
 FE2248  USGS QUAD   -  PICKWICK (1972)
 FE2248
 FE2248                         *CURRENT SURVEY CONTROL
 FE2248  ___________________________________________________________________
 FE2248* NAD 83(1995)-  35 04 39.87538(N)    088 08 15.92228(W)     ADJUSTED  
 FE2248* NAVD 88     -       233.6    (meters)     766.     (feet)  VERTCON   
 FE2248  ___________________________________________________________________
 FE2248  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FE2248  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE2248
 FE2248  HORZ ORDER  -  FIRST
 FE2248
 FE2248.The horizontal coordinates were established by classical geodetic methods
 FE2248.and adjusted by the National Geodetic Survey in April 1999..
 FE2248
 FE2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2248
 FE2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2248
 FE2248.The geoid height was determined by GEOID03.
 FE2248
 FE2248;                    North         East     Units Scale Factor Converg.
 FE2248;SPC TN       -    84,722.784   405,041.615   MT  1.00003486   -1 15 05.5
 FE2248;SPC TN       -   277,961.33  1,328,874.03   sFT  1.00003486   -1 15 05.5
 FE2248;UTM  16      - 3,882,256.443   396,273.823   MT  0.99973260   -0 39 14.1
 FE2248
 FE2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2248!SPC TN       -   0.99996764  x   1.00003486  =   1.00000250
 FE2248!UTM  16      -   0.99996764  x   0.99973260  =   0.99970025
 FE2248
 FE2248:                Primary Azimuth Mark                     Grid Az
 FE2248:SPC TN       -  PINHOOK                                  061 01 43.4
 FE2248:UTM  16      -  PINHOOK                                  060 25 52.0
 FE2248
 FE2248|---------------------------------------------------------------------|
 FE2248| PID    Reference Object                     Distance      Geod. Az  |
 FE2248|                                                           dddmmss.s |
 FE2248| FD1592 PINHOOK                             APPROX.17.9 KM 0594637.9 |
 FE2248| FE2247 HOLLAND                              30.682 METERS 17302     |
 FE2248| FE2250 PICKWICK TVA MICROWAVE KIE 35       APPROX.11.0 KM 2361409.4 |
 FE2248| FE2249 HOLLAND RIM 48 LOT                  APPROX. 9.7 KM 2422309.8 |
 FE2248| FE2259 COUNCE TN RIVER PULP CO TANK        APPROX.12.4 KM 2530247.5 |
 FE2248|---------------------------------------------------------------------|
 FE2248
 FE2248                          SUPERSEDED SURVEY CONTROL
 FE2248
 FE2248  NAD 83(1995)-  35 04 39.87634(N)    088 08 15.92233(W) AD(       ) 1
 FE2248  NAD 83(1995)-  35 04 39.87638(N)    088 08 15.92249(W) AD(       ) 1
 FE2248  NAD 83(1995)-  35 04 39.88311(N)    088 08 15.92031(W) AD(       ) 1
 FE2248  NAD 83(1986)-  35 04 39.88411(N)    088 08 15.91932(W) AD(       ) 1
 FE2248  NAD 27      -  35 04 39.58229(N)    088 08 15.78592(W) AD(       ) 1
 FE2248  NGVD 29 (07/19/86)  233.6    (m)          766.     (f) VERT ANG       
 FE2248
 FE2248.Superseded values are not recommended for survey control.
 FE2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2248.See file dsdata.txt to determine how the superseded data were derived.
 FE2248
 FE2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9627482256(NAD 83)
 FE2248_MARKER: DS = TRIANGULATION STATION DISK
 FE2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2248_STAMPING: HOLLAND RM A 1970
 FE2248_MARK LOGO: CGS   
 FE2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2248+STABILITY: SURFACE MOTION
 FE2248
 FE2248  HISTORY     - Date     Condition        Report By
 FE2248  HISTORY     - 1970     MONUMENTED       CGS
 FE2248
 FE2248                          STATION DESCRIPTION
 FE2248
 FE2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FE2248'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF
 FE2248'SAVANNAH, 6 MILES EAST OF THE PICKWICK DAM, 1-1/2 MILES SOUTH OF
 FE2248'OF STATE HIGHWAY 69, 1-1/2 MILES WEST OF HOLLAND CREEK AND ON
 FE2248'PROPERTY OWNED BY MR. GEORGE L. JOHNSON OF SAVANNAH.
 FE2248'
 FE2248'THE STATION MARK IS A STANDARD DISK, STAMPED HOLLAND RM A
 FE2248'1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 FE2248'THAT PROJECTS 6-INCHES.  IT IS 81 FEET SOUTHWEST OF THE
 FE2248'CENTER OF THE WOODS ROAD, 27.5 FEET WEST OF A 10-INCH TRIANGLE
 FE2248'BLAZED HICKORY TREE, 16.5 FEET NORTH-NORTHEAST OF A 12-INCH
 FE2248'OAK TREE AND 5.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 FE2248'ATTACHED.
 FE2248'
 FE2248'THE TRAVERSE DISTANCE WAS CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1481 ***********************************************************************
 GD1481  DESIGNATION -  HOLLOW
 GD1481  PID         -  GD1481
 GD1481  STATE/COUNTY-  TN/CARROLL
 GD1481  USGS QUAD   -  VALE (1985)
 GD1481
 GD1481                         *CURRENT SURVEY CONTROL
 GD1481  ___________________________________________________________________
 GD1481* NAD 83(1995)-  36 02 29.46404(N)    088 15 55.65775(W)     ADJUSTED  
 GD1481* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 GD1481  ___________________________________________________________________
 GD1481  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GD1481  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1481
 GD1481  HORZ ORDER  -  SECOND
 GD1481
 GD1481.The horizontal coordinates were established by classical geodetic methods
 GD1481.and adjusted by the National Geodetic Survey in April 1999..
 GD1481
 GD1481.The orthometric height was scaled from a topographic map.
 GD1481
 GD1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1481
 GD1481.The geoid height was determined by GEOID03.
 GD1481
 GD1481;                    North         East     Units Scale Factor Converg.
 GD1481;SPC TN       -   191,884.712   395,872.279   MT  0.99995493   -1 19 34.6
 GD1481;SPC TN       -   629,541.76  1,298,790.97   sFT  0.99995493   -1 19 34.6
 GD1481;UTM  16      - 3,989,294.160   386,003.989   MT  0.99976012   -0 44 40.7
 GD1481
 GD1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1481!SPC TN       -   0.99997934  x   0.99995493  =   0.99993427
 GD1481!UTM  16      -   0.99997934  x   0.99976012  =   0.99973947
 GD1481
 GD1481|---------------------------------------------------------------------|
 GD1481| PID    Reference Object                     Distance      Geod. Az  |
 GD1481|                                                           dddmmss.s |
 GD1481| CG3486 HOLLOW RM 1                          42.428 METERS 00952     |
 GD1481| GD1477 BRUCETON MUNICIPAL TANK             APPROX. 2.1 KM 1134952.1 |
 GD1481| CG3487 HOLLOW RM 2                          35.826 METERS 14037     |
 GD1481| FE2226 RIDINGS                             APPROX. 7.5 KM 2004745.9 |
 GD1481| CG3485 HOLLOW AZ MK                                       2565137.9 |
 GD1481|---------------------------------------------------------------------|
 GD1481
 GD1481                          SUPERSEDED SURVEY CONTROL
 GD1481
 GD1481  NAD 83(1995)-  36 02 29.46626(N)    088 15 55.66453(W) AD(       ) 2
 GD1481  NAD 83(1995)-  36 02 29.46588(N)    088 15 55.66455(W) AD(       ) 2
 GD1481  NAD 83(1986)-  36 02 29.47383(N)    088 15 55.65797(W) AD(       ) 2
 GD1481  NAD 27      -  36 02 29.25800(N)    088 15 55.50000(W) AD(       ) 2
 GD1481
 GD1481.Superseded values are not recommended for survey control.
 GD1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1481.See file dsdata.txt to determine how the superseded data were derived.
 GD1481
 GD1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8600489294(NAD 83)
 GD1481_MARKER: DS = TRIANGULATION STATION DISK
 GD1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1481_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1481
 GD1481  HISTORY     - Date     Condition        Report By
 GD1481  HISTORY     - 1934     MONUMENTED       CGS
 GD1481  HISTORY     - 1968     GOOD             CGS
 GD1481  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 GD1481  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GD1481  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GD1481
 GD1481                          STATION DESCRIPTION
 GD1481
 GD1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1481'ABOUT 1.5 MILES WEST OF BRUCETON, AND ABOUT 0.6 MILE NORTHEAST OF
 GD1481'HOLLOW ROCK RAILROAD STATION, ON SUMMIT OF HIGH BARE HILL, AT
 GD1481'EASTERN EDGE OF CULTIVATED FIELD, 27.6 FEET NORTH-NORTHEAST OF
 GD1481'NORTHEAST CORNER OF STORE OPERATED BY NATHAN FOULKES, 16 FEET
 GD1481'WEST OF CENTER LINE OF ROAD, AND ON LAND OWNED BY NATHAN FOULKES,
 GD1481'COLORED.  TO REACH FROM BRUCETON, GO WEST ABOUT 2.4 MILES ON U.S.
 GD1481'ROUTE 70, TURN RIGHT NORTH ONTO DIRT ROAD AT PROSPECT BAPTIST
 GD1481'CHURCH, PROCEED 0.4 MILE TO HOLLOW ROCK RAILROAD STATION, FOLLOW
 GD1481'VILLAGE STREET NORTH 0.1 MILE, TURN RIGHT AT STREET INTERSECTION,
 GD1481'AND FOLLOW WINDING ROAD ABOUT 1 MILE TO NEGRO SETTLEMENT AND
 GD1481'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 GD1481'MARKS IN CONCRETE.  UPPER MARKS PROJECT 12 INCHES
 GD1481'ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GD1481'DISKS IN CONCRETE.  NO. 1 IS AT POINT OF INTERSECTION OF
 GD1481'CURVE, IN CULTIVATED FIELD, 7 FEET NORTHWEST OF CENTER LINE OF ROAD,
 GD1481'AND 139.18 FEET FROM STATION N 09 DEG 52 MIN E.  NO. 2 IS IN
 GD1481'YARD OF BETTY THORPE, AT WESTERN EDGE OF GARDEN, 54 FEET EAST OF
 GD1481'CENTER LINE OF ROAD, AND 117.53 FEET FROM STATION S 39 DEG 33 MIN E.
 GD1481'LAPLACE AZIMUTH MARK IS ON WESTERN EDGE OF CULTIVATED
 GD1481'FIELD, 27 FEET EAST OF CENTER LINE OF ROAD, ABOUT 6 FEET HIGHER THAN
 GD1481'DIRT ROAD, 1 FOOT EAST OF WIRE FENCE, AND ABOUT 1.2 MILES FROM
 GD1481'STATION S 76 DEG 52 MIN W.
 GD1481
 GD1481                          STATION RECOVERY (1968)
 GD1481
 GD1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1481'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1481'
 GD1481'DUE TO CHANGES IN ROADS AND AT THE STATION SITE, THE ORIGINAL STATION
 GD1481'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1481'
 GD1481'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1481'
 GD1481'THE STATION IS LOCATED IN A SMALL RESIDENTIAL SECTION, ATOP A HIGH,
 GD1481'BARE, HILL ABOUT 1.5 MILES WEST OF BRUCETON, ABOUT 0.5 OF A MILE
 GD1481'EAST-NORTHEAST OF THE CENTER OF HOLLOW ROCK, AND IN A VACANT LOT ON
 GD1481'PROPERTY OWNED BY MR. NATHAN FOULKES.
 GD1481'
 GD1481'TO REACH THE STATION FROM THE INTERSECTION OF HIGH STREET AND
 GD1481'SEMINARY STREET JUST SOUTH OF THE POST OFFICE IN HOLLOW ROCK, GO
 GD1481'EASTERLY ON HIGH STREET FOR 0.45 OF A MILE TO THE INTERSECTION OF
 GD1481'CEDAR STREET ON THE RIGHT AT POINT WHERE HIGH STREET TURNS SHARP
 GD1481'LEFT, NORTH.  HERE TURN NORTH ON HIGH STREET AND GO 0.1 OF A MILE
 GD1481'TO A VACANT LOT ON THE LEFT AND THE STATION AS DESCRIBED.
 GD1481'
 GD1481'THE STATION IS 66 FEET NORTH OF THE EAST END OF THE CONCRETE SIDEWALK
 GD1481'LEADING INTO THE FOULKES RESIDENCE, 61 FEET SOUTHWEST AND ACROSS
 GD1481'HIGH STREET FROM A BRACED UTILITY POLE, 56 FEET NORTH OF A 16-INCH
 GD1481'BOX ELDER TREE, 40 FEET SOUTH OF A GUYED UTILITY POLE, 20 FEET
 GD1481'WEST OF THE APPROXIMATE CENTER OF HIGH STREET, AND 0.8 OF A FOOT EAST
 GD1481'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1481'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12
 GD1481'INCHES AND THE DISK IS STAMPED HOLLOW 1934.
 GD1481'
 GD1481'REFERENCE MARK NO. 1 IS ALONG THE WEST SIDE OF HIGH STREET AT THE
 GD1481'POINT WHERE THE STREET CURVES TO THE EAST, 91 FEET NORTH OF A GUYED
 GD1481'UTILITY POLE, 12 FEET WEST OF THE APPROXIMATE CENTER OF HIGH STREET
 GD1481'AT THE POINT OF CURVE, 11 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GD1481'LARGE, WOODEN GATE IN A NORTHEAST FENCE CORNER, AND 2.0 FEET EAST
 GD1481'OF THE NORTH GATE POST.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1481'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND
 GD1481'THE DISK IS STAMPED HOLLOW NO 1 1934.
 GD1481'
 GD1481'REFERENCE MARK NO. 2 IS ON THE PROPERTY OF MR. JOHN KEITH ACROSS
 GD1481'HIGH STREET SOUTHEAST OF THE STATION, 56 FEET EAST OF THE
 GD1481'APPROXIMATE CENTER OF HIGH STREET, 46 FEET EAST-SOUTHEAST OF A
 GD1481'UTILITY AND LIGHT POLE, 37 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 GD1481'CORNER OF A FRAME HOUSE, 5.5 FEET WEST OF A 10-INCH ELM TREE IN
 GD1481'A FENCE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 GD1481'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1481'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED HOLLOW NO 2
 GD1481'1934.
 GD1481'
 GD1481'DUE TO A FRAME HOUSE BEING ON LINE BETWEEN THE MARKS, IT WAS NOT
 GD1481'POSSIBLE TO MEASURE BETWEEN THE REFERENCE MARKS.
 GD1481'
 GD1481'THE AZIMUTH MARK IS 103 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 GD1481'OF THE HOLLOW ROCK ELEMENTARY SCHOOL, 26 FEET NORTH OF AN 18-INCH,
 GD1481'SYCAMORE TREE, 20 FEET EAST OF THE APPROXIMATE CENTER OF SEMINARY
 GD1481'STREET, 10 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1481'DRIVE, 1.5 FEET SOUTH OF A GUYED UTILITY AND LIGHT POLE, AND 0.8 OF
 GD1481'A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1481'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1481'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED HOLLOW AZI
 GD1481'1934.
 GD1481'
 GD1481'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF HIGH STREET AND
 GD1481'SEMINARY STREET JUST SOUTH OF THE POST OFFICE IN HOLLOW ROCK, GO
 GD1481'NORTHERLY ON SEMINARY STREET FOR 0.25 OF A MILE TO THE MARK ON THE
 GD1481'RIGHT AS DESCRIBED.
 GD1481'
 GD1481'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT NORTHEAST EDGE
 GD1481'OF HOLLOW ROCK.
 GD1481
 GD1481                          STATION RECOVERY (1971)
 GD1481
 GD1481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1481'HOLLOW STATION MARK CONDITION OF POINT WHEN FOUND STATION NOT FOUND.
 GD1481'
 GD1481'STATION SAID TO BE DESTROYED BY NATIVE WHILE OWNER OF PROPERTY
 GD1481'WAS HAVING AREA WHERE STATION WAS LOCATED CLEARED BY DOZER.
 GD1481'DESCRIPTION DID NOT SAY THERE WAS AN UNDERGROUND THEREFORE NO
 GD1481'EFFORT WAS MADE TO LOCATE STATION UNDERGROUND.
 GD1481'
 GD1481'BOTH REF. MKS. GOOD.  SURVEY MARKER SIGN ON ALL 3 PTS.  AZ. MK. GOOD.
 GD1481'
 GD1481'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MI. N.E. OF RAILROAD
 GD1481'CROSSING IN HOLLOW ROCK.
 GD1481
 GD1481                          STATION RECOVERY (1973)
 GD1481
 GD1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 GD1481'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 GD1481'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 GD1481'MARK WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED BY
 GD1481'GRADING AT THE SITE.  THE UNDERGROUND STATION MARK WAS RECOVERED
 GD1481'IN APPARENT GOOD CONDITION.  THE UNDERGROUND STATION MARK WAS
 GD1481'OCCUPIED, AND AS THE AZIMUTH MARK IS NO LONGER VISIBLE BECAUSE
 GD1481'OF WOODS ON LINE, THE ANGLE BETWEEN RM NO. 1 AND RM NO. 2 ONLY
 GD1481'WERE A POSSIBLE CHECK.  IN CHECKING THIS ANGLE AGAINST THE 1943
 GD1481'PUBLISHED DATA, A DISCREPANCY OF +00 DEG 04 MIN 24.1 SEC
 GD1481'WAS NOTED.  A NEW SURFACE STATION MARK WAS ESTABLISHED DIRECTLY
 GD1481'OVER THE UNDERGROUND STATION MARK.
 GD1481'
 GD1481'STATION MARK IS LOCATED IN HOLLOW ROCK ON PROPERTY OWNED BY MR.
 GD1481'NATHAN FOULKES WHO GAVE PERMISSION.
 GD1481'
 GD1481'TO REACH THE STATION FROM THE INTERSECTION OF HIGH STREET AND
 GD1481'SEMINARY STREET JUST SOUTH OF POST OFFICE IN HOLLOW ROCK, GO
 GD1481'EASTERLY ON HIGH STREET 0.45 MILE TO THE INTERSECTION OF CEDAR
 GD1481'STREET ON RIGHT AT A POINT WHERE HIGH STREET TURNS SHARP LEFT, HERE
 GD1481'TURN NORTH ON HIGH STREET GO 0.1 MILE TO VACANT LOT ON LEFT AND
 GD1481'STATION AS DESCRIBED.
 GD1481'
 GD1481'STATION IS A STANDARD DISK STAMPED HOLLOW 1934 1973, SET IN THE
 GD1481'TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 66
 GD1481'FEET NORTH OF EAST END OF CONCRETE WALK LEADING INTO FOULKES
 GD1481'TRAILER, 61 FEET SOUTHWEST AND ACROSS HIGH STREET FROM A BRACED
 GD1481'UTILITY POLE AND STREET LIGHT, 56 FEET NORTH OF A 16-INCH
 GD1481'BOXELDER TREE, 40 FEET SOUTH OF A GUYED UTILITY POLE, 20 FEET
 GD1481'WEST OF APPROXIMATE CENTERLINE OF HIGH STREET 0.8 FOOT EAST
 GD1481'OF A METAL WITNESS POST AND SIGN.
 GD1481'
 GD1481'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOLLOW NO. 1 1934, SET IN
 GD1481'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING 12
 GD1481'INCHES.  IT IS ALONG THE WEST SIDE OF HIGH STREET AT POINT WHERE
 GD1481'STREET CURVES WEST, 91 FEET NORTH OF A GUYED UTILITY POLE, 12 FEET
 GD1481'WEST OF APPROXIMATE CENTERLINE OF HIGH STREET AT POINT OF CURVE,
 GD1481'11 FEET NORTH OF APPROXIMATE CENTERLINE OF LARGE WOODED GATE IN
 GD1481'NORTHEAST FENCE CORNER, 2.0 FEET EAST OF THE NORTH GATE POST.
 GD1481'
 GD1481'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOLLOW NO. 2 1934, SET
 GD1481'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING 12
 GD1481'INCHES.  IT IS ON PROPERTY OF MR. JOHN KEITH ACROSS HIGH STREET
 GD1481'SOUTHEAST OF STATION, 56 FEET EAST OF APPROXIMATE CENTERLINE OF
 GD1481'HIGH STREET, 46 FEET EAST-SOUTHEAST OF THE BRACED UTILITY LIGHT
 GD1481'POLE, 37 FEET SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF FRAME
 GD1481'HOUSE, 18 FEET SOUTH-SOUTHEAST OF EAST END OF LARGE BUTANE TANK,
 GD1481'5.5 FEET WEST OF A 10-INCH ELM TREE IN OLD FENCE, 1.0 FEET WEST
 GD1481'OF METAL WITNESS POST AND SIGN.
 GD1481'
 GD1481'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 GD1481'A 12 INCH ROUND CONCRETE MONUMENT PROJECTING 12 INCHES.  IT IS 103
 GD1481'FEET NORTH-NORTHWEST OF NORTHWEST CORNER HOLLOW ROCK ELEMENTARY
 GD1481'SCHOOL, 26 FEET NORTH OF AN 18-INCH SYCAMORE TREE, 20 FEET EAST OF
 GD1481'APPROXIMATE CENTERLINE OF SEMINARY STREET, 10 FEET NORTH OF
 GD1481'APPROXIMATE CENTERLINE OF GRAVELED DRIVE, 1.5 FEET SOUTH OF
 GD1481'GUYED UTILITY AND LIGHT POLE, 0.8 FOOT SOUTH OF A METAL WITNESS
 GD1481'POST AND SIGN, APPROXIMATELY 1.2 MILES WEST-SOUTHWEST OF
 GD1481'STATION.  AZIMUTH MARK IS NO LONGER V. G. WITHOUT CLEARING.
 GD1481
 GD1481                          STATION RECOVERY (1985)
 GD1481
 GD1481'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD1481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0676 ***********************************************************************
 FD0676  DESIGNATION -  HOLLY
 FD0676  PID         -  FD0676
 FD0676  STATE/COUNTY-  TN/WILLIAMSON
 FD0676  USGS QUAD   -  FRANKLIN (1981)
 FD0676
 FD0676                         *CURRENT SURVEY CONTROL
 FD0676  ___________________________________________________________________
 FD0676* NAD 83(1995)-  35 58 39.89421(N)    086 49 27.07861(W)     ADJUSTED  
 FD0676* NAVD 88     -       270.439  (meters)     887.27   (feet)  ADJUSTED  
 FD0676  ___________________________________________________________________
 FD0676  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FD0676  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0676  DYNAMIC HT  -         270.203 (meters)     886.49  (feet)  COMP
 FD0676  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 FD0676
 FD0676  HORZ ORDER  -  SECOND
 FD0676  VERT ORDER  -  SECOND    CLASS 0
 FD0676
 FD0676.The horizontal coordinates were established by classical geodetic methods
 FD0676.and adjusted by the National Geodetic Survey in April 1999..
 FD0676
 FD0676.The orthometric height was determined by differential leveling
 FD0676.and adjusted by the National Geodetic Survey in June 1991..
 FD0676
 FD0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0676
 FD0676.The geoid height was determined by GEOID03.
 FD0676
 FD0676.The dynamic height is computed by dividing the NAVD 88
 FD0676.geopotential number by the normal gravity value computed on the
 FD0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0676.degrees latitude (g = 980.6199 gals.).
 FD0676
 FD0676.The modeled gravity was interpolated from observed gravity values.
 FD0676
 FD0676;                    North         East     Units Scale Factor Converg.
 FD0676;SPC TN       -   182,759.527   525,671.736   MT  0.99995153   -0 28 57.0
 FD0676;SPC TN       -   599,603.55  1,724,641.35   sFT  0.99995153   -0 28 57.0
 FD0676;UTM  16      - 3,981,494.715   515,849.930   MT  0.99960310   +0 06 11.8
 FD0676
 FD0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0676!SPC TN       -   0.99996208  x   0.99995153  =   0.99991361
 FD0676!UTM  16      -   0.99996208  x   0.99960310  =   0.99956520
 FD0676
 FD0676:                Primary Azimuth Mark                     Grid Az
 FD0676:SPC TN       -  HOLLY AZ MK                              028 22 59.3
 FD0676:UTM  16      -  HOLLY AZ MK                              027 47 50.5
 FD0676
 FD0676|---------------------------------------------------------------------|
 FD0676| PID    Reference Object                     Distance      Geod. Az  |
 FD0676|                                                           dddmmss.s |
 FD0676| CG6094 HOLLY AZ MK                                        0275402.3 |
 FD0676| CG6095 HOLLY RM 1                            9.947 METERS 03655     |
 FD0676| CG6096 HOLLY RM 2                           13.339 METERS 22952     |
 FD0676|---------------------------------------------------------------------|
 FD0676
 FD0676                          SUPERSEDED SURVEY CONTROL
 FD0676
 FD0676  NAD 83(1995)-  35 58 39.89713(N)    086 49 27.08002(W) AD(       ) 2
 FD0676  NAD 83(1986)-  35 58 39.90488(N)    086 49 27.08164(W) AD(       ) 2
 FD0676  NAD 27      -  35 58 39.67790(N)    086 49 27.07300(W) AD(       ) 2
 FD0676  NGVD 29 (??/??/??)  270.44   (m)          887.3    (f) RESET       3  
 FD0676
 FD0676.Superseded values are not recommended for survey control.
 FD0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0676.See file dsdata.txt to determine how the superseded data were derived.
 FD0676
 FD0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1585081495(NAD 83)
 FD0676_MARKER: DD = SURVEY DISK
 FD0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0676_STAMPING: HOLLY 1963
 FD0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0676+STABILITY: SURFACE MOTION
 FD0676
 FD0676  HISTORY     - Date     Condition        Report By
 FD0676  HISTORY     - 1963     MONUMENTED       TNHD
 FD0676  HISTORY     - 1963     GOOD             TNHD
 FD0676  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0676  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0676
 FD0676                          STATION DESCRIPTION
 FD0676
 FD0676'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 FD0676'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF FRANKLIN.
 FD0676'
 FD0676'TO REACH THE STATION FROM THE HARPETH RIVER BRIDGE IN THE NORTHEAST
 FD0676'SECTION OF FRANKLIN, GO
 FD0676'NORTHEAST ON U S HIGHWAY 31 FOR 4.5 MILES TO THE STATION
 FD0676'AT THE TOP OF A CUT ON THE
 FD0676'LEFT.
 FD0676'
 FD0676'THE STATION IS 45 FEET SOUTHWEST OF A TELEPHONE POLE, 5 FEET WEST OF
 FD0676'THE TOP EDGE OF A HIGHWAY
 FD0676'CUT AND 4 FEET EAST OF A WIRE FENCE.  THE SURFACE
 FD0676'AND UNDERGROUND MARKS ARE STANDARD
 FD0676'TENNESSEE HIGHWAY DEPARTMENT DISKS
 FD0676'AND ARE STAMPED HOLLY 1963.  THE UNDERGROUND MARK IS
 FD0676'ABOUT 30 INCHES
 FD0676'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 FD0676'FLUSH, CONCRETE
 FD0676'MONUMENT.
 FD0676'
 FD0676'REFERENCE MARK NO 1 IS 13 FEET SOUTHWEST OF A TELEPHONE POLE, 11 FEET
 FD0676'WEST OF THE TOP
 FD0676'EDGE OF A HIGHWAY CUT AND 2 FEET EAST OF A WIRE
 FD0676'FENCE.  IT IS A STANDARD TENNESSEE
 FD0676'HIGHWAY DEPARTMENT DISK SET IN A
 FD0676'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD0676'IS STAMPED
 FD0676'HOLLY RM-1 1963.
 FD0676'
 FD0676'REFERENCE MARK NO 2 IS 31 FEET NORTHEAST OF A TELEPHONE POLE, 10 FEET
 FD0676'WEST OF THE TOP
 FD0676'EDGE OF A HIGHWAY CUT AND 1 FOOT EAST OF A WIRE
 FD0676'FENCE.  IT IS A STANDARD TENNESSEE
 FD0676'HIGHWAY DEPARTMENT DISK SET IN A
 FD0676'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD0676'IS STAMPED
 FD0676'HOLLY RM-2 1963.
 FD0676'
 FD0676'THE AZIMUTH MARK IS 30 FEET NORTHEAST OF A HISTORICAL MARKER HOODS
 FD0676'RETREAT, 26 FEET
 FD0676'NORTHWEST OF THE APPROXIMATE CENTER OF U S HIGHWAY 31 AND 3.0
 FD0676'FEET SOUTHEAST OF
 FD0676'TELEPHONE POLE NO 2.  IT IS A STANDARD TENNESSEE
 FD0676'HIGHWAY DEPARTMENT DISK SET IN A
 FD0676'10-INCH SQUARE, PROJECTING 2 INCHES,
 FD0676'CONCRETE MONUMENT AND THE DISK IS STAMPED HOLLY AZI
 FD0676'1963.
 FD0676'
 FD0676'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST FOR
 FD0676'0.4 MILES TO THE AZIMUTH
 FD0676'MARK ON THE LEFT.
 FD0676'
 FD0676'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 FD0676
 FD0676                          STATION RECOVERY (1963)
 FD0676
 FD0676'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0676'4.5 MI NE FROM FRANKLIN.
 FD0676'FROM THE HARPETH RIVER BRIDGE IN THE NORTHEAST SECTION OF
 FD0676'FRANKLIN, GO NORTHEAST ON U.S. HIGHWAY 31 FOR 4.5 MILES TO THE
 FD0676'STATION AT THE TOP OF A CUT ON THE LEFT.  THE MARK IS 45 FEET
 FD0676'SOUTHWEST OF A TELEPHONE POLE, 5 FEET WEST OF THE TOP EDGE OF A
 FD0676'HIGHWAY CUT AND 4 FEET EAST OF A WIRE FENCE.  IT IS SET IN A
 FD0676'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0676
 FD0676                          STATION RECOVERY (1979)
 FD0676
 FD0676'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0676'MARK NOT FOUND.
 FD0676
 FD0676                          STATION RECOVERY (1984)
 FD0676
 FD0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0676'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1897 ***********************************************************************
 FC1897  DESIGNATION -  HOLLY
 FC1897  PID         -  FC1897
 FC1897  STATE/COUNTY-  TN/MARION
 FC1897  USGS QUAD   -  ORME (1974)
 FC1897
 FC1897                         *CURRENT SURVEY CONTROL
 FC1897  ___________________________________________________________________
 FC1897* NAD 83(1995)-  35 00 30.65165(N)    085 51 30.74706(W)     ADJUSTED  
 FC1897* NAVD 88     -       561.2    (meters)    1841.     (feet)  VERTCON   
 FC1897  ___________________________________________________________________
 FC1897  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FC1897  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1897
 FC1897  HORZ ORDER  -  SECOND
 FC1897
 FC1897.The horizontal coordinates were established by classical geodetic methods
 FC1897.and adjusted by the National Geodetic Survey in April 1999..
 FC1897
 FC1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1897
 FC1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1897
 FC1897.The geoid height was determined by GEOID03.
 FC1897
 FC1897;                    North         East     Units Scale Factor Converg.
 FC1897;SPC TN       -    74,922.098   612,912.868   MT  1.00005139   +0 04 58.1
 FC1897;SPC TN       -   245,806.92  2,010,864.97   sFT  1.00005139   +0 04 58.1
 FC1897;UTM  16      - 3,874,582.513   604,151.620   MT  0.99973369   +0 39 17.7
 FC1897
 FC1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1897!SPC TN       -   0.99991643  x   1.00005139  =   0.99996782
 FC1897!UTM  16      -   0.99991643  x   0.99973369  =   0.99965015
 FC1897
 FC1897:                Primary Azimuth Mark                     Grid Az
 FC1897:SPC TN       -  HOLLY AZ MK                              156 41 04.9
 FC1897:UTM  16      -  HOLLY AZ MK                              156 06 45.3
 FC1897
 FC1897|---------------------------------------------------------------------|
 FC1897| PID    Reference Object                     Distance      Geod. Az  |
 FC1897|                                                           dddmmss.s |
 FC1897| CG6091 HOLLY AZ MK                                        1564603.0 |
 FC1897| CG6092 HOLLY RM 1                           29.689 METERS 23443     |
 FC1897| FC1902 PITT                                APPROX. 3.4 KM 2882351.0 |
 FC1897| CG6093 HOLLY RM 2                           33.077 METERS 32632     |
 FC1897|---------------------------------------------------------------------|
 FC1897
 FC1897                          SUPERSEDED SURVEY CONTROL
 FC1897
 FC1897  NAD 83(1995)-  35 00 30.65229(N)    085 51 30.74717(W) AD(       ) 2
 FC1897  NAD 83(1995)-  35 00 30.65290(N)    085 51 30.74794(W) AD(       ) 2
 FC1897  NAD 83(1995)-  35 00 30.65605(N)    085 51 30.74657(W) AD(       ) 2
 FC1897  NAD 83(1986)-  35 00 30.65667(N)    085 51 30.74659(W) AD(       ) 2
 FC1897  NAD 27      -  35 00 30.35800(N)    085 51 30.82500(W) AD(       ) 2
 FC1897  NGVD 29 (07/19/86)  561.2    (m)         1841.     (f) VERT ANG       
 FC1897
 FC1897.Superseded values are not recommended for survey control.
 FC1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1897.See file dsdata.txt to determine how the superseded data were derived.
 FC1897
 FC1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0415274583(NAD 83)
 FC1897_MARKER: DS = TRIANGULATION STATION DISK
 FC1897_SETTING: 80 = SET IN A BOULDER
 FC1897_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FC1897
 FC1897  HISTORY     - Date     Condition        Report By
 FC1897  HISTORY     - 1934     MONUMENTED       CGS
 FC1897  HISTORY     - 1979     GOOD             NGS
 FC1897
 FC1897                          STATION DESCRIPTION
 FC1897
 FC1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1897'ABOUT 14 MILES EAST BY SOUTH OF SEWANEE, 8-1/2 MILES WEST OF SOUTH
 FC1897'PITTSBURG, 1-1/2 MILES NORTH OF TENNESSEE-ALABAMA STATE LINE, AND
 FC1897'ON HIGHEST POINT OF HEAVILY WOODED RIDGE.  TO REACH FROM RAILROAD
 FC1897'STATION IN ANDERSON, FOLLOW STATE ROUTE 56 NORTH 0.8 MILE, TURN
 FC1897'RIGHT ONTO ROUGH FARM ROAD JUST BEFORE REACHING GREEN HOUSE WITH
 FC1897'TENNIS COURT (HOME OF E. S. GONCE) AND GO 0.95 MILE TO GATE HUNG
 FC1897'TO CEDAR TREE, PASS THROUGH GATE AND CONTINUE 0.8 MILE TO
 FC1897'TRIANGLE-BLAZED SYCAMORE TREE AT CREEK CROSSING AND END OF TRUCK
 FC1897'TRAVEL, CONTINUE ABOUT 1/2 MILE ALONG ROAD (0.1 MILE BEYOND LONE
 FC1897'BRICK CHIMNEY), TURN RIGHT ONTO DIM ROAD AT TRIANGLE-BLAZED TREE ON
 FC1897'LEFT AND GO ABOUT 1/4 MILE TO TRIANGLE-BLAZED TREE ON LEFT TURN LEFT
 FC1897'ONTO PATH AND GO ABOUT 1 MILE TO TOP OF RIDGE, TURN RIGHT AND GO
 FC1897'ABOUT 1/3 MILE ALONG RIDGE, TURN RIGHT AT TRIANGLE-BLAZED TREE
 FC1897'ON RIGHT AND FOLLOW BLAZES THROUGH WOODS 200 YARDS TO DIM ROAD, TURN
 FC1897'RIGHT AND CONTINUE ABOUT 3/4 MILE ALONG ROAD TO TRIANGLE-BLAZED
 FC1897'OAK AND STATION SITE.  STATION IS 24.5 FEET WEST OF 15-INCH WHITE
 FC1897'OAK, 24 FEET NORTH-NORTHWEST OF TRIANGLE-BLAZED 30-INCH CHESTNUT
 FC1897'OAK, AND 22.5 FEET EAST-SOUTHEAST OF 24-INCH WHITE OAK.  SURFACE
 FC1897'MARK IS STANDARD STATION DISK IN BURIED BOULDER.  UNDERGROUND
 FC1897'MARK IS STANDARD STATION DISK IN CONCRETE.  REFERENCE AND
 FC1897'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN BURIED BOULDERS.
 FC1897'NO. 1 IS 12 FEET WEST OF 36-INCH OAK AND 97.42 FEET FORM
 FC1897'STATION S 54 DEG 42 MIN W.  NO. 2 IS 10 FEET SOUTHWEST OF
 FC1897'CROOKED 16-INCH OAK AND 108.70 FEET FROM STATION, N 33 DEG 14 MIN W.
 FC1897'AZIMUTH MARK IS FLUSH WITH SURFACE OF GROUND, ALONG TOP
 FC1897'OF RIDGE, AND ABOUT 200 YARDS FROM STATION, S 23 DEG 14 MIN E.
 FC1897
 FC1897                          STATION RECOVERY (1979)
 FC1897
 FC1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FC1897'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FC1897'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 FC1897'NOT RECOVERED.  THE DISTANCE TO REFERENCE MARK 1 WAS NOTED
 FC1897'AND VERIFIED TO BE SHORTER BY 0.02 FOOT AND SHORTER BY
 FC1897'0.18 FOOT TO REFERENCE MARK 2.
 FC1897'FOLLOWING IS A NEW DESCRIPTION.
 FC1897'
 FC1897'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF
 FC1897'SEWANEE, 8-1/2 MILES WEST OF SOUTH PITTSBURG,
 FC1897'1-1/2 MILES NORTH OF THE ALABAMA STATE LINE,
 FC1897'ON THE HIGHEST POINT OF A HEAVY WOODED RIDGE, AND ON
 FC1897'PROPERTY OWNED BY HUBERT LAND COMPANY, P.O. BOX 1319,
 FC1897'MARYVILLE, TN 37801, ATTENTION MR. GARY SOWLER.
 FC1897'
 FC1897'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FC1897'72 AND STATE ROUTE 156 IN SOUTH PITTSBURG, GO NORTHEAST
 FC1897'ON U.S. HIGHWAY 72 FOR 0.15 MILE TO THE INTERSECTION OF
 FC1897'SECOND STREET.  TURN LEFT AND GO WESTERLY FOLLOWING MAIN
 FC1897'ROAD UP THE MOUNTAIN FOR 5.3 MILES TO A FORK AT A
 FC1897'MICROWAVE TOWER.  TAKE THE RIGHT FORK AND CONTINUE
 FC1897'ON THE MAIN ROAD FOR 2.75 MILES TO A REVERSE FORK ON
 FC1897'THE RIGHT.  CONTINUE WESTERLY ON THE MAIN ROAD FOR
 FC1897'1.4 MILES TO A WOODS ROAD ON THE LEFT JUST PAST A
 FC1897'CUT BANK ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON
 FC1897'THE WOODS ROAD FOR 0.35 MILE TO A PIPELINE CROSSING.
 FC1897'CONTINUE SOUTHERLY ON THE WOODS ROAD FOR 1.6 MILES TO
 FC1897'A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHERLY FOR
 FC1897'0.7 MILE TO A FORK.  TAKE THE RIGHT FORK FOR ABOUT
 FC1897'100 FEET TO THE STATION ON THE RIGHT.
 FC1897'
 FC1897'THE STATION IS A STANDARD CGS DISK
 FC1897'STAMPED---HOLLY 1934---,
 FC1897'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.5 METER
 FC1897'LARGEST DIMENSION.  IT IS LOCATED
 FC1897'43 FEET WEST FROM THE JUNCTION OF DIM ROAD FORK AND
 FC1897'4.0 FEET SOUTH FROM A METAL WITNESS POST.
 FC1897'
 FC1897'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 FC1897'STAMPED---HOLLY NO 1 1934---,
 FC1897'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.3 METER
 FC1897'LARGEST DIMENSION.  IT IS LOCATED
 FC1897'45 FEET SOUTH FROM THE CENTER OF A TRACK ROAD AND
 FC1897'4.7 FEET NORTHEAST FROM A METAL WITNESS POST.
 FC1897'MARK IS LEVEL WITH STATION.
 FC1897'
 FC1897'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 FC1897'STAMPED---HOLLY NO 2 1934---,
 FC1897'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.3 METER
 FC1897'LARGEST DIMENSION.  IT IS LOCATED
 FC1897'27 FEET NORTH FROM A 14-INCH OAK TREE AND
 FC1897'3.0 FEET SOUTHEAST FROM A METAL WITNESS POST.
 FC1897'MARK IS LEVEL WITH STATION.
 FC1897'
 FC1897'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND BRUSH
 FC1897'ON LINE.
 FC1897'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.1 METERS.
 FC1897'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1400 ***********************************************************************
 FD1400  DESIGNATION -  HOLLY AZ MK
 FD1400  PID         -  FD1400
 FD1400  STATE/COUNTY-  TN/WILLIAMSON
 FD1400  USGS QUAD   -  FRANKLIN (1981)
 FD1400
 FD1400                         *CURRENT SURVEY CONTROL
 FD1400  ___________________________________________________________________
 FD1400* NAD 83(1986)-  35 58 57.     (N)    086 49 11.     (W)     SCALED    
 FD1400* NAVD 88     -       243.496  (meters)     798.87   (feet)  ADJUSTED  
 FD1400  ___________________________________________________________________
 FD1400  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD1400  DYNAMIC HT  -         243.283 (meters)     798.17  (feet)  COMP
 FD1400  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FD1400
 FD1400  VERT ORDER  -  FIRST     CLASS II
 FD1400
 FD1400.The horizontal coordinates were scaled from a topographic map and have
 FD1400.an estimated accuracy of +/- 6 seconds.
 FD1400
 FD1400.The orthometric height was determined by differential leveling
 FD1400.and adjusted by the National Geodetic Survey in June 1991..
 FD1400
 FD1400.The geoid height was determined by GEOID03.
 FD1400
 FD1400.The dynamic height is computed by dividing the NAVD 88
 FD1400.geopotential number by the normal gravity value computed on the
 FD1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1400.degrees latitude (g = 980.6199 gals.).
 FD1400
 FD1400.The modeled gravity was interpolated from observed gravity values.
 FD1400
 FD1400;                    North         East    Units  Estimated Accuracy
 FD1400;SPC TN       -   183,280.      526,080.      MT  (+/- 180 meters Scaled)
 FD1400
 FD1400                          SUPERSEDED SURVEY CONTROL
 FD1400
 FD1400.No superseded survey control is available for this station.
 FD1400
 FD1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE162820(NAD 83)
 FD1400_MARKER: DZ = AZIMUTH MARK DISK
 FD1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1400_SP_SET: CONCRETE POST
 FD1400_STAMPING: HOLLY AZI 1963
 FD1400_MARK LOGO: TNHD  
 FD1400_PROJECTION: FLUSH
 FD1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1400+STABILITY: SURFACE MOTION
 FD1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1400+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 FD1400
 FD1400  HISTORY     - Date     Condition        Report By
 FD1400  HISTORY     - 1963     MONUMENTED       TNHD
 FD1400  HISTORY     - 1984     GOOD             NGS
 FD1400  HISTORY     - 20060425 GOOD             TNDT
 FD1400
 FD1400                          STATION DESCRIPTION
 FD1400
 FD1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1400'8.2 KM (5.1 MI) NE FROM FRANKLIN.
 FD1400'8.2 KM (5.1 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 FD1400'IN FRANKLIN, 7.92 METERS (26.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 FD1400'HIGHWAY, 9.14 METERS (30.0 FT) NORTHEAST OF HOODS RETREAT HISTORICAL
 FD1400'SIGN, 0.85 METERS (2.8 FT) SOUTHWEST OF TELEPHONE POLE NUMBER 582, AND
 FD1400'1.06 METERS (3.5 FT) SOUTHEAST OF A FENCE.
 FD1400'THE MARK IS 1.21 METERS  SE FROM A WITNESS POST.
 FD1400'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FD1400
 FD1400                          STATION RECOVERY (2006)
 FD1400
 FD1400'RECOVERY NOTE BY TN DEPT OF TRANSP 2006 (TWB)
 FD1400'3RD ORDER(DIGITAL)LEVEL RUN TO RICH RM-1 (PID GC0814) 4.7 KM DISTANT,
 FD1400'VERIFIED DIFFERENCE OF ELEVATION TO WITHIN 0.011 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0677 ***********************************************************************
 FD0677  DESIGNATION -  HOLLY RM 1
 FD0677  PID         -  FD0677
 FD0677  STATE/COUNTY-  TN/WILLIAMSON
 FD0677  USGS QUAD   -  FRANKLIN (1981)
 FD0677
 FD0677                         *CURRENT SURVEY CONTROL
 FD0677  ___________________________________________________________________
 FD0677* NAD 83(1986)-  35 58 40.     (N)    086 49 27.     (W)     SCALED    
 FD0677* NAVD 88     -       269.416  (meters)     883.91   (feet)  ADJUSTED  
 FD0677  ___________________________________________________________________
 FD0677  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0677  DYNAMIC HT  -         269.180 (meters)     883.13  (feet)  COMP
 FD0677  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 FD0677
 FD0677  VERT ORDER  -  SECOND    CLASS 0
 FD0677
 FD0677.The horizontal coordinates were scaled from a topographic map and have
 FD0677.an estimated accuracy of +/- 6 seconds.
 FD0677
 FD0677.The orthometric height was determined by differential leveling
 FD0677.and adjusted by the National Geodetic Survey in June 1991..
 FD0677
 FD0677.The geoid height was determined by GEOID03.
 FD0677
 FD0677.The dynamic height is computed by dividing the NAVD 88
 FD0677.geopotential number by the normal gravity value computed on the
 FD0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0677.degrees latitude (g = 980.6199 gals.).
 FD0677
 FD0677.The modeled gravity was interpolated from observed gravity values.
 FD0677
 FD0677;                    North         East    Units  Estimated Accuracy
 FD0677;SPC TN       -   182,760.      525,670.      MT  (+/- 180 meters Scaled)
 FD0677
 FD0677                          SUPERSEDED SURVEY CONTROL
 FD0677
 FD0677  NGVD 29 (??/??/??)  269.42   (m)          883.9    (f) RESET       3  
 FD0677
 FD0677.Superseded values are not recommended for survey control.
 FD0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0677.See file dsdata.txt to determine how the superseded data were derived.
 FD0677
 FD0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE158814(NAD 83)
 FD0677_MARKER: DD = SURVEY DISK
 FD0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0677_STAMPING: HOLLY RM 1 1963
 FD0677_MARK LOGO: TNHD  
 FD0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0677+STABILITY: SURFACE MOTION
 FD0677
 FD0677  HISTORY     - Date     Condition        Report By
 FD0677  HISTORY     - 1963     MONUMENTED       TNHD
 FD0677  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0677
 FD0677                          STATION DESCRIPTION
 FD0677
 FD0677'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0677'4.5 MI NE FROM FRANKLIN.
 FD0677'THE MARK IS LOCATED AT THE HOLLY 1963 STATION SITE, 13 FEET
 FD0677'SOUTHWEST OF A TELEPHONE POLE, 11 FEET WEST OF THE TOP EDGE OF
 FD0677'A HIGHWAY CUT AND 2 FEET EAST OF A WIRE FENCE.  IT IS SET IN A
 FD0677'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0677
 FD0677                          STATION RECOVERY (1984)
 FD0677
 FD0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0677'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0675 ***********************************************************************
 FD0675  DESIGNATION -  HOLLY RM 2
 FD0675  PID         -  FD0675
 FD0675  STATE/COUNTY-  TN/WILLIAMSON
 FD0675  USGS QUAD   -  FRANKLIN (1981)
 FD0675
 FD0675                         *CURRENT SURVEY CONTROL
 FD0675  ___________________________________________________________________
 FD0675* NAD 83(1986)-  35 58 40.     (N)    086 49 27.     (W)     SCALED    
 FD0675* NAVD 88     -       269.382  (meters)     883.80   (feet)  ADJUSTED  
 FD0675  ___________________________________________________________________
 FD0675  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0675  DYNAMIC HT  -         269.147 (meters)     883.03  (feet)  COMP
 FD0675  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 FD0675
 FD0675  VERT ORDER  -  SECOND    CLASS 0
 FD0675
 FD0675.The horizontal coordinates were scaled from a topographic map and have
 FD0675.an estimated accuracy of +/- 6 seconds.
 FD0675
 FD0675.The orthometric height was determined by differential leveling
 FD0675.and adjusted by the National Geodetic Survey in June 1991..
 FD0675
 FD0675.The geoid height was determined by GEOID03.
 FD0675
 FD0675.The dynamic height is computed by dividing the NAVD 88
 FD0675.geopotential number by the normal gravity value computed on the
 FD0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0675.degrees latitude (g = 980.6199 gals.).
 FD0675
 FD0675.The modeled gravity was interpolated from observed gravity values.
 FD0675
 FD0675;                    North         East    Units  Estimated Accuracy
 FD0675;SPC TN       -   182,760.      525,670.      MT  (+/- 180 meters Scaled)
 FD0675
 FD0675                          SUPERSEDED SURVEY CONTROL
 FD0675
 FD0675  NGVD 29 (??/??/??)  269.38   (m)          883.8    (f) RESET       3  
 FD0675
 FD0675.Superseded values are not recommended for survey control.
 FD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0675.See file dsdata.txt to determine how the superseded data were derived.
 FD0675
 FD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE158814(NAD 83)
 FD0675_MARKER: DD = SURVEY DISK
 FD0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0675_STAMPING: HOLLY RM 2 1963
 FD0675_MARK LOGO: TNHD  
 FD0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0675+STABILITY: SURFACE MOTION
 FD0675
 FD0675  HISTORY     - Date     Condition        Report By
 FD0675  HISTORY     - 1963     MONUMENTED       TNHD
 FD0675  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0675
 FD0675                          STATION DESCRIPTION
 FD0675
 FD0675'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0675'4.5 MI NE FROM FRANKLIN.
 FD0675'FROM THE POST OFFICE IN FRANKLIN GO 4.1 MILES NORTH ON U.S.
 FD0675'HIGHWAY 31, TO A CONCRETE CULVERT AND THE MARK ON THE LEFT.
 FD0675'THE MARK IS LOCATED 24 FEET NORTHWEST OF THE CENTER LINE OF THE
 FD0675'HIGHWAY, 25 FEET NORTHEAST OF TELEPHONE POLE NO. 28.  THE MARK
 FD0675'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A
 FD0675'DRILLED HOLE IN THE NORTH END OF A 3 FOOT CONCRETE CULVERT.
 FD0675
 FD0675                          STATION RECOVERY (1984)
 FD0675
 FD0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0675'NOT RECOVERED.  RECOVERY HAMPERED BY SNOW AND ICE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3370 ***********************************************************************
 GA3370  DESIGNATION -  HOLSTON 2
 GA3370  PID         -  GA3370
 GA3370  STATE/COUNTY-  TN/CARTER
 GA3370  USGS QUAD   -  KEENBURG (1960)
 GA3370
 GA3370                         *CURRENT SURVEY CONTROL
 GA3370  ___________________________________________________________________
 GA3370* NAD 83(1995)-  36 26 13.28126(N)    082 07 45.59054(W)     ADJUSTED  
 GA3370* NAVD 88     -      1311.     (meters)    4301.     (feet)  SCALED    
 GA3370  ___________________________________________________________________
 GA3370  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 GA3370  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA3370
 GA3370  HORZ ORDER  -  FIRST
 GA3370
 GA3370.The horizontal coordinates were established by classical geodetic methods
 GA3370.and adjusted by the National Geodetic Survey in April 1999..
 GA3370
 GA3370.The orthometric height was scaled from a topographic map.
 GA3370
 GA3370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3370
 GA3370.The geoid height was determined by GEOID03.
 GA3370
 GA3370;                    North         East     Units Scale Factor Converg.
 GA3370;SPC TN       -   240,269.700   946,968.940   MT  1.00000367   +2 15 57.8
 GA3370;SPC TN       -   788,284.84  3,106,847.26   sFT  1.00000367   +2 15 57.8
 GA3370;SPC VA S     - 1,017,762.101 3,174,636.527   MT  1.00007616   -2 12 09.8
 GA3370;SPC VA S     - 3,339,107.83 10,415,453.34   sFT  1.00007616   -2 12 09.8
 GA3370;UTM  17      - 4,033,014.953   398,778.701   MT  0.99972623   -0 40 14.9
 GA3370
 GA3370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3370!SPC TN       -   0.99979920  x   1.00000367  =   0.99980287
 GA3370!SPC VA S     -   0.99979920  x   1.00007616  =   0.99987534
 GA3370!UTM  17      -   0.99979920  x   0.99972623  =   0.99952548
 GA3370
 GA3370|---------------------------------------------------------------------|
 GA3370| PID    Reference Object                     Distance      Geod. Az  |
 GA3370|                                                           dddmmss.s |
 GA3370| DC2182 HOLSTON 2 RM 1                        7.935 METERS 10208     |
 GA3370| DC2183 HOLSTON 2 RM 2                       10.318 METERS 19857     |
 GA3370| DC2181 HOLSTON 2 AZ MK                                    2841347.4 |
 GA3370| DC2184 HOLSTON 2 RM 3                       36.881 METERS 28514     |
 GA3370|---------------------------------------------------------------------|
 GA3370
 GA3370                          SUPERSEDED SURVEY CONTROL
 GA3370
 GA3370  NAD 83(1995)-  36 26 13.28415(N)    082 07 45.59142(W) AD(       ) 1
 GA3370  NAD 83(1995)-  36 26 13.29003(N)    082 07 45.59817(W) AD(       ) 1
 GA3370  NAD 83(1995)-  36 26 13.28888(N)    082 07 45.59356(W) AD(       ) 1
 GA3370  NAD 83(1986)-  36 26 13.28958(N)    082 07 45.59468(W) AD(       ) 1
 GA3370  NAD 27      -  36 26 12.90900(N)    082 07 46.14700(W) AD(       ) 1
 GA3370
 GA3370.Superseded values are not recommended for survey control.
 GA3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3370.See file dsdata.txt to determine how the superseded data were derived.
 GA3370
 GA3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9877933015(NAD 83)
 GA3370_MARKER: DS = TRIANGULATION STATION DISK
 GA3370_SETTING: 80 = SET IN A BOULDER
 GA3370_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3370
 GA3370  HISTORY     - Date     Condition        Report By
 GA3370  HISTORY     - 1933     MONUMENTED       CGS
 GA3370  HISTORY     - 1959     MARK NOT FOUND   CGS
 GA3370
 GA3370                          STATION DESCRIPTION
 GA3370
 GA3370'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GA3370'STATION IS ABOUT 8 MILES NE OF ELIZABETHTON, ON HIGHEST PART OF
 GA3370'SUMMIT OF WESTERN
 GA3370'ONE OF TWO PEAKS OF HOLSTON MOUNTAIN.  IN 1894,
 GA3370'A.H.  BUCHANAN ESTABLISHED STATION
 GA3370'HOLSTON, MARKED BY DRILL HOLE AT
 GA3370'INTERSECTION OF N-S AND E-W GROOVES, IN ROCK IN SITU.
 GA3370'
 GA3370'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GA3370'BOULDER.
 GA3370'
 GA3370'THREE REFERENCE MARKS WERE DRILL HOLES AT MORE DISTANT END OF ARROWS
 GA3370'WHICH POINTED
 GA3370'TOWARD STATION, IN ROCK IN SITU, AT FOLLOWING DISTANCES
 GA3370'AND DIRECTIONS FROM STATION-
 GA3370'REFERENCE MARK NO.1, 24 FEET 4 INCHES, S
 GA3370'74 DEG 15 MIN E, REFERENCE MARK NO.2, 8 FEET 9
 GA3370'INCHES, N 38 DEG 20
 GA3370'MIN E- AND REFERENCE MARK NO.3, 25 FEET 11 INCHES, S 13 DEG 05
 GA3370'MIN W.  IN 1932,
 GA3370'STATION HOLSTON AND ITS REFERENCE MARKS WERE RECOVERED IN
 GA3370'GOOD CONDITION.  FIRE
 GA3370'LOOKOUT TOWER HAD BEEN ERECTED NEARBY AND
 GA3370'PROPERTY WAS UNDER LEASE TO STATE
 GA3370'FORESTRY DEPARTMENT.  IN 1933,
 GA3370'STATION MARK OF STATION HOLSTON WAS FOUND DESTROYED
 GA3370'AND STATION
 GA3370'HOLSTON 2 WAS ESTABLISHED IN CENTER OF GROUP OF ROCKS, ABOUT 115 FEET
 GA3370'SE OF OLD CABIN,
 GA3370'45 FEET SSE OF 12-INCH WHITE OAK, AND IN DRILL HOLE
 GA3370'OF REFERENCE MARK NO.2 OF STATION
 GA3370'HOLSTON.
 GA3370'
 GA3370'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS WEDGED IN
 GA3370'DRILL HOLES IN
 GA3370'OUTCROPPING BEDROCK.
 GA3370'
 GA3370'REFERENCE MARK NO.1 IS E EDGE OF SUMMIT, 7 FEET NE OF 4-INCH WHITE
 GA3370'OAK AND 7.93
 GA3370'METERS (26.0 FEET) FROM STATION S 77 DEG 56 MIN E.
 GA3370'
 GA3370'REFERENCE MARK NO.2 IS ON SW EDGE OF SUMMIT, IN DRILL HOLE USED FOR
 GA3370'REFERENCE MARK NO.
 GA3370'3 OF STATION HOLSTON, AND 10.31 METERS (33.8
 GA3370'FEET) FROM STATION S 18 DEG 56 MIN W.
 GA3370'
 GA3370'REFERENCE MARK NO.3 IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 GA3370'IN A BOULDER, 13
 GA3370'FEET NW OF A 30-INCH DEAD CHESTNUT TREE, AND 120
 GA3370'FEET FROM STATION N 75 DEG 46 MIN W.
 GA3370'
 GA3370'TO REACH FROM ELIZABETHTON, FOLLOW STATE HIGHWAY 91 E 8.65 MILES (OR
 GA3370'0.1 MILE PAST
 GA3370'UNAKA SCHOOL), TURN LEFT ONTO FARM ROAD AND GO 0.35
 GA3370'MILE TO FORK, TURN RIGHT AND GO
 GA3370'0.02 MILE TO OPEN GLADE AND END OF
 GA3370'TRUCK TRAVEL, THEN ON FOOT ALONG STEEP TRAIL UP
 GA3370'RIDGE TO W 300 YARDS
 GA3370'TO TOP, FOLLOW ROUGH WAGON ROAD ALONG RIDGE 3-1/2 MILES TO SUMMIT
 GA3370'OF MOUNTAIN
 GA3370'BETWEEN TWO PEAKS AT LOW GAP, TURN LEFT AND CONTINUE W 1/2
 GA3370'MILE TO SUMMIT AND STATION
 GA3370'SITE.
 GA3370
 GA3370                          STATION RECOVERY (1959)
 GA3370
 GA3370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GA3370'MARK SEARCHED FOR BUT NOT RECOVERED.  ALL MARKS WERE PROBABLY
 GA3370'DESTROYED WHEN CAA
 GA3370'MOUNTAIN TOP VOR FACILITY WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2417 ***********************************************************************
 GA2417  DESIGNATION -  HOLSTON 3
 GA2417  PID         -  GA2417
 GA2417  STATE/COUNTY-  TN/KNOX
 GA2417  USGS QUAD   -  JOHN SEVIER (1992)
 GA2417
 GA2417                         *CURRENT SURVEY CONTROL
 GA2417  ___________________________________________________________________
 GA2417* NAD 83(1995)-  36 00 30.07375(N)    083 49 27.02523(W)     ADJUSTED  
 GA2417* NAVD 88     -       270.97   (meters)     889.0    (feet)  RESET     
 GA2417  ___________________________________________________________________
 GA2417  X           -     555,719.931 (meters)                     COMP
 GA2417  Y           -  -5,135,669.018 (meters)                     COMP
 GA2417  Z           -   3,729,082.731 (meters)                     COMP
 GA2417  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GA2417  ELLIP HEIGHT-         240.16  (meters)          (04/12/99) GPS OBS
 GA2417  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2417
 GA2417  HORZ ORDER  -  FIRST
 GA2417  VERT ORDER  -  THIRD
 GA2417  ELLP ORDER  -  FOURTH    CLASS I
 GA2417
 GA2417.The horizontal coordinates were established by GPS observations
 GA2417.and adjusted by the National Geodetic Survey in April 1999..
 GA2417
 GA2417.The orthometric height was computed from unverified reset data.
 GA2417
 GA2417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA2417
 GA2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2417
 GA2417.The ellipsoidal height was determined by GPS observations
 GA2417.and is referenced to NAD 83.
 GA2417
 GA2417.The geoid height was determined by GEOID03.
 GA2417
 GA2417;                    North         East     Units Scale Factor Converg.
 GA2417;SPC TN       -   188,022.679   796,134.457   MT  0.99995301   +1 16 25.7
 GA2417;SPC TN       -   616,871.07  2,611,984.46   sFT  0.99995301   +1 16 25.7
 GA2417;UTM  17      - 3,988,564.856   245,458.696   MT  1.00039842   -1 39 40.4
 GA2417
 GA2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2417!SPC TN       -   0.99996231  x   0.99995301  =   0.99991532
 GA2417!UTM  17      -   0.99996231  x   1.00039842  =   1.00036071
 GA2417
 GA2417|---------------------------------------------------------------------|
 GA2417| PID    Reference Object                     Distance      Geod. Az  |
 GA2417|                                                           dddmmss.s |
 GA2417| GA2420 HOLSTON 3 RM 5                        9.430 METERS 05526     |
 GA2417| DC2185 HOLSTON 2 AZ MK                                    2990329.7 |
 GA2417| GA2422 HOLSTON 2 RM 4                        6.183 METERS 32450     |
 GA2417| GA2416 HOLSTON 2                            18.820 METERS 33950     |
 GA2417|---------------------------------------------------------------------|
 GA2417
 GA2417                          SUPERSEDED SURVEY CONTROL
 GA2417
 GA2417  NAD 83(1995)-  36 00 30.07699(N)    083 49 27.03133(W) AD(       ) 1
 GA2417  NAD 83(1995)-  36 00 30.07696(N)    083 49 27.03136(W) AD(       ) 1
 GA2417  NAD 83(1995)-  36 00 30.07538(N)    083 49 27.03137(W) AD(       ) 1
 GA2417  ELLIP H (05/28/93)  240.09   (m)                       GP(       ) 4 2
 GA2417  NAD 83(1995)-  36 00 30.08117(N)    083 49 27.01816(W) AD(       ) 2
 GA2417  NAD 83(1986)-  36 00 30.08622(N)    083 49 27.01638(W) AD(       ) 2
 GA2417  NAD 27      -  36 00 29.78005(N)    083 49 27.36466(W) AD(       ) 2
 GA2417  NGVD 29 (07/19/86)  271.11   (m)          889.5    (f) LEVELING    3  
 GA2417
 GA2417.Superseded values are not recommended for survey control.
 GA2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2417.See file dsdata.txt to determine how the superseded data were derived.
 GA2417
 GA2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4545988565(NAD 83)
 GA2417_MARKER: DE = TRAVERSE STATION DISK
 GA2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2417_STAMPING: HOLSTON 3 1972
 GA2417_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2417+STABILITY: SURFACE MOTION
 GA2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA2417+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GA2417
 GA2417  HISTORY     - Date     Condition        Report By
 GA2417  HISTORY     - 1972     MONUMENTED       NGS
 GA2417  HISTORY     - 1972     GOOD             NGS
 GA2417  HISTORY     - 1988     GOOD             AEROS
 GA2417
 GA2417                          STATION DESCRIPTION
 GA2417
 GA2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GA2417'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF DOWNTOWN
 GA2417'KNOXVILLE, ABOUT 0.55 OF A MILE SOUTH OF U. S. HIGHWAYS 11E, 25W AND
 GA2417'70, 185 FEET SOUTH OF THE EAST END OF THE INTERSTATE ROUTE 40
 GA2417'HOLSTON RIVER BRIDGE, AND ALONG THE EAST SIDE OF THE HOLSTON RIVER
 GA2417'ROAD (RELOCATED).
 GA2417'
 GA2417'TO REACH THE STATION FROM THE INTERSTATE ROUTE 40 AND U. S. HIGHWAYS
 GA2417'11E, 25W AND 70 INTERCHANGE IN EAST KNOXVILLE, GO EASTERLY ON U. S.
 GA2417'HIGHWAYS 11E, 25W AND 70 FOR 0.45 OF A MILE TO THE AZIMUTH MARK ON
 GA2417'THE RIGHT AS DESCRIBED.  CONTINUE EASTERLY ON U. S. HIGHWAYS 11E, 25W
 GA2417'AND 70 FOR 0.25 OF A MILE TO THE JAMES EDWARD BURKE BRIDGE ACROSS
 GA2417'THE HOLSTON RIVER, CONTINUE EASTERLY ON THE HIGHWAYS FOR 0.3 OF
 GA2417'A MILE TO HOLSTON RIVER ROAD ON THE RIGHT.  HERE TURN RIGHT ON
 GA2417'HOLSTON RIVER ROAD AND GO SOUTHERLY FOR 0.55 OF A MILE TO THE
 GA2417'INTERSTATE 40 BRIDGE OVER THE HOLSTON RIVER AND THE STATION ON THE
 GA2417'LEFT SOUTH OF THE INTERSTATE AS DESCRIBED.
 GA2417'
 GA2417'THE STATION IS 184 FEET SOUTH OF A POWERLINE POLE, 108 FEET EAST OF
 GA2417'THE APPROXIMATE CENTER OF EXISTING HOLSTON RIVER ROAD, 13 FEET EAST
 GA2417'OF A POWERLINE POLE, 10 FEET NORTH OF THE PROPOSED RIGHT-OF-WAY, 7
 GA2417'FEET SOUTHEAST OF A WATER VALVE COVER, AND 1.5 FEET NORTH OF A
 GA2417'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GA2417'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GA2417'AND THE DISK IS STAMPED HOLSTON 3 1972.
 GA2417'
 GA2417'REFERENCE MARK NO. 4 IS 165 FEET SOUTH OF A POWERLINE POLE, 104 FEET
 GA2417'EAST OF THE APPROXIMATE CENTER OF EXISTING HOLSTON RIVER ROAD, 28
 GA2417'FEET NORTH OF THE PROPOSED RIGHT-OF-WAY, 24 FEET NORTH OF A
 GA2417'POWERLINE POLE, 16 FEET NORTH OF THE WATER VALVE COVER, AND 1.0 FOOT
 GA2417'NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GA2417'IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3
 GA2417'INCHES AND THE DISK IS STAMPED HOLSTON 2 NO 4 1971.  NOTE--THE CAST
 GA2417'ARROW IN THE DISK POINTS TO OLD HOLSTON 2 1971, A CHISEL MARKED ARROW
 GA2417'POINTS TO HOLSTON 3 1972.
 GA2417'
 GA2417'REFERENCE MARK NO. 5 IS 188 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE,
 GA2417'139 FEET EAST OF THE APPROXIMATE CENTER OF EXISTING HOLSTON RIVER
 GA2417'ROAD, 45 FEET EAST OF A POWERLINE POLE, 36 FEET EAST OF THE WATER
 GA2417'VALVE COVER, AND 2.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GA2417'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GA2417'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GA2417'HOLSTON 3 NO 5 1972.
 GA2417'
 GA2417'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 4 AND
 GA2417'REFERENCE MARK NO. 5 IS 37.16 FEET - 11.327 METERS.
 GA2417'
 GA2417'THE AZIMUTH MARK IS ON THE PROPERTY OF THE HOLSTON-CHILHOWEE
 GA2417'RECREATION AREA AND NEAR THE ODEM-JOHNSON FOOTBALL FIELD, 50 FEET
 GA2417'EAST OF AN 8-INCH ALBIZZA TREE, 45 FEET SOUTH OF THE APPROXIMATE
 GA2417'CENTER OF THE EAST BOUND LANES OF U. S. HIGHWAYS 11E, 25W AND 70,
 GA2417'AND 20 FEET SOUTH OF A METAL GUARDRAIL.  IT IS A STANDARD DISK
 GA2417'CEMENTED IN A DRILL HOLE IN THE TOP OF A MASSIVE OUTCROPPING OF
 GA2417'LIMESTONE BEDROCK AND THE DISK IS STAMPED HOLSTON 2 1971.
 GA2417'
 GA2417'**NOTE--THE OLD STATION HOLSTON 2 1971 WAS DESTROYED UPON COMPLETION
 GA2417'OF THE WORK.
 GA2417
 GA2417                          STATION RECOVERY (1972)
 GA2417
 GA2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA2417'2 MI E FROM KNOXVILLE.
 GA2417'THIS MARK IS AT THE HOSTON 3 1972 TRAVERSE STATION SITE, 1.0
 GA2417'MILE EASTERLY ALONG U.S. HIGHWAYS 11E, 25W AND 70 FROM THEIR
 GA2417'INTERCHANGE WITH INTERSTATE ROUTE 40 IN EAST KNOXVILLE TO HOLSTON
 GA2417'RIVER ROAD ON THE RIGHT, THENCE RIGHT, SOUTHERLY ON HOLSTON
 GA2417'RIVER ROAD FOR 0.55 OF A MILE TO THE INTERSTATE 40 BRIDGE OVER
 GA2417'THE HOLSTON RIVER, AND THE MARK ON THE LEFT SOUTH OF THE INTERSTATE.
 GA2417'IT IS 184 FEET SOUTH OF A POWERLINE POLE, 108 FEET EAST OF THE
 GA2417'APPROXIMATE CENTER OF HOLSTON RIVER ROAD, 30.94 FEET SOUTHWEST
 GA2417'OF HOLSTON 3 R.M. 5, 20.28 FEET SOUTHEAST OF HOLSTON 3 R.M. 4,
 GA2417'13 FEET EAST OF A POWERLINE POLE, 10 FEET NORTH OF THE PROPOSED
 GA2417'RIGHT-OF-WAY, 7 FEET SOUTHEAST OF A WATER VALVE COVER, AND 1.5
 GA2417'FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GA2417'TRAVERSE STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 GA2417'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GA2417'HOLSTON 3 1972.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM
 GA2417'HOLSTON 2 R.M. 4.
 GA2417
 GA2417                          STATION RECOVERY (1988)
 GA2417
 GA2417'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 GA2417'THE STATION WAS RECOVERED AT THIS DATE.
 GA2417'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY W. A.
 GA2417'ZIEGLER IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2420 ***********************************************************************
 GA2420  DESIGNATION -  HOLSTON 3 RM 5
 GA2420  PID         -  GA2420
 GA2420  STATE/COUNTY-  TN/KNOX
 GA2420  USGS QUAD   -  JOHN SEVIER (1992)
 GA2420
 GA2420                         *CURRENT SURVEY CONTROL
 GA2420  ___________________________________________________________________
 GA2420* NAD 83(1986)-  36 00 29.     (N)    083 49 27.     (W)     SCALED    
 GA2420* NAVD 88     -       271.54   (meters)     890.9    (feet)  RESET     
 GA2420  ___________________________________________________________________
 GA2420  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2420
 GA2420  VERT ORDER  -  THIRD
 GA2420
 GA2420.The horizontal coordinates were scaled from a topographic map and have
 GA2420.an estimated accuracy of +/- 6 seconds.
 GA2420
 GA2420.The orthometric height was computed from unverified reset data.
 GA2420
 GA2420.The geoid height was determined by GEOID03.
 GA2420
 GA2420;                    North         East    Units  Estimated Accuracy
 GA2420;SPC TN       -   187,990.      796,140.      MT  (+/- 180 meters Scaled)
 GA2420
 GA2420                          SUPERSEDED SURVEY CONTROL
 GA2420
 GA2420.No superseded survey control is available for this station.
 GA2420
 GA2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV454885(NAD 83)
 GA2420_MARKER: DR = REFERENCE MARK DISK
 GA2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2420_STAMPING: HOLSTON 3 NO 5 1972
 GA2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2420+STABILITY: SURFACE MOTION
 GA2420
 GA2420  HISTORY     - Date     Condition        Report By
 GA2420  HISTORY     - 1972     MONUMENTED       NGS
 GA2420
 GA2420                          STATION DESCRIPTION
 GA2420
 GA2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA2420'2 MI E FROM KNOXVILLE.
 GA2420'THIS MARK IS LOCATED AT THE HOLSTON 3 1972 TRAVERSE STATION
 GA2420'SITE, 188 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, 139 FEET EAST
 GA2420'OF THE APPROXIMATE CENTER OF HOLSTON RIVER ROAD, 45 FEET EAST OF
 GA2420'A POWERLINE POLE, 37.16 FEET EAST OF HOLSTON 2 R.M. 4, 36 FEET
 GA2420'EAST OF A WATER VALVE COVER, 30.94 FEET NORTHEAST OF HOLSTON
 GA2420'3 1972, AND 2.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GA2420'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH,
 GA2420'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GA2420'STAMPED HOLSTON 3 NO 5 1972.  AN ELEVATION WAS TRANSFERRED
 GA2420'TO THIS MARK FROM HOLSTON 2 R.M. 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2411 ***********************************************************************
 GA2411  DESIGNATION -  HOLSTON AZ MK
 GA2411  PID         -  GA2411
 GA2411  STATE/COUNTY-  TN/KNOX
 GA2411  USGS QUAD   -  JOHN SEVIER (1992)
 GA2411
 GA2411                         *CURRENT SURVEY CONTROL
 GA2411  ___________________________________________________________________
 GA2411* NAD 83(1986)-  36 00 49.     (N)    083 49 55.     (W)     SCALED    
 GA2411* NAVD 88     -       257.514  (meters)     844.86   (feet)  ADJUSTED  
 GA2411  ___________________________________________________________________
 GA2411  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2411  DYNAMIC HT  -         257.278 (meters)     844.09  (feet)  COMP
 GA2411  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GA2411
 GA2411  VERT ORDER  -  SECOND    CLASS 0
 GA2411
 GA2411.The horizontal coordinates were scaled from a topographic map and have
 GA2411.an estimated accuracy of +/- 6 seconds.
 GA2411
 GA2411.The orthometric height was determined by differential leveling
 GA2411.and adjusted by the National Geodetic Survey in June 1991..
 GA2411
 GA2411.The geoid height was determined by GEOID03.
 GA2411
 GA2411.The dynamic height is computed by dividing the NAVD 88
 GA2411.geopotential number by the normal gravity value computed on the
 GA2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2411.degrees latitude (g = 980.6199 gals.).
 GA2411
 GA2411.The modeled gravity was interpolated from observed gravity values.
 GA2411
 GA2411;                    North         East    Units  Estimated Accuracy
 GA2411;SPC TN       -   188,590.      795,420.      MT  (+/- 180 meters Scaled)
 GA2411
 GA2411                          SUPERSEDED SURVEY CONTROL
 GA2411
 GA2411  NGVD 29 (??/??/92)  257.652  (m)          845.31   (f) ADJ UNCH    2 0
 GA2411
 GA2411.Superseded values are not recommended for survey control.
 GA2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2411.See file dsdata.txt to determine how the superseded data were derived.
 GA2411
 GA2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV447891(NAD 83)
 GA2411_MARKER: DZ = AZIMUTH MARK DISK
 GA2411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2411_SP_SET: SIDEWALK
 GA2411_STAMPING: HOLSTON 1961
 GA2411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2411
 GA2411  HISTORY     - Date     Condition        Report By
 GA2411  HISTORY     - 1961     MONUMENTED       CGS
 GA2411  HISTORY     - 1971     GOOD             NGS
 GA2411
 GA2411                          STATION DESCRIPTION
 GA2411
 GA2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2411'1 MI E FROM KNOXVILLE.
 GA2411'FROM THE CHILOWEE SCHOOL AT THE EAST EDGE OF KNOXVILLE, GO 1.0
 GA2411'MILE EAST ON U.S. HIGHWAY 70, 25W, AND 11E TO A SWIMMING POOL ON
 GA2411'THE SOUTH SIDE OF THE ROAD.  THE AZIMUTH MARK DISK IS CEMENTED
 GA2411'IN A DRILL HOLE IN TOP OF THE WEST END OF THE SIDEWALK LEADING
 GA2411'FROM THE PARKING LOT TO THE ENTRANCE OF THE SWIMMING POOL.
 GA2411
 GA2411                          STATION RECOVERY (1971)
 GA2411
 GA2411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GA2411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1480 ***********************************************************************
 FD1480  DESIGNATION -  HOLT
 FD1480  PID         -  FD1480
 FD1480  STATE/COUNTY-  TN/MARSHALL
 FD1480  USGS QUAD   -  CHAPEL HILL (1980)
 FD1480
 FD1480                         *CURRENT SURVEY CONTROL
 FD1480  ___________________________________________________________________
 FD1480* NAD 83(1995)-  35 41 38.13817(N)    086 42 12.56040(W)     ADJUSTED  
 FD1480* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 FD1480  ___________________________________________________________________
 FD1480  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 FD1480  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1480
 FD1480  HORZ ORDER  -  SECOND
 FD1480
 FD1480.The horizontal coordinates were established by classical geodetic methods
 FD1480.and adjusted by the National Geodetic Survey in April 1999..
 FD1480
 FD1480.The orthometric height was scaled from a topographic map.
 FD1480
 FD1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1480
 FD1480.The geoid height was determined by GEOID03.
 FD1480
 FD1480;                    North         East     Units Scale Factor Converg.
 FD1480;SPC TN       -   151,185.332   536,330.292   MT  0.99995138   -0 24 42.7
 FD1480;SPC TN       -   496,013.88  1,759,610.30   sFT  0.99995138   -0 24 42.7
 FD1480;UTM  16      - 3,950,041.881   526,826.752   MT  0.99960887   +0 10 22.8
 FD1480
 FD1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1480!SPC TN       -   0.99995592  x   0.99995138  =   0.99990730
 FD1480!UTM  16      -   0.99995592  x   0.99960887  =   0.99956480
 FD1480
 FD1480|---------------------------------------------------------------------|
 FD1480| PID    Reference Object                     Distance      Geod. Az  |
 FD1480|                                                           dddmmss.s |
 FD1480| CG6099 HOLT RM 2                            24.064 METERS 01756     |
 FD1480| FD1479 EAGLE                               APPROX. 5.5 KM 0334538.1 |
 FD1480| CG6097 HOLT AZ MK                                         1042159.5 |
 FD1480| CG6098 HOLT RM 1                            23.086 METERS 27208     |
 FD1480|---------------------------------------------------------------------|
 FD1480
 FD1480                          SUPERSEDED SURVEY CONTROL
 FD1480
 FD1480  NAD 83(1995)-  35 41 38.14274(N)    086 42 12.56312(W) AD(       ) 2
 FD1480  NAD 83(1986)-  35 41 38.14866(N)    086 42 12.56060(W) AD(       ) 2
 FD1480  NAD 27      -  35 41 37.90800(N)    086 42 12.57000(W) AD(       ) 2
 FD1480
 FD1480.Superseded values are not recommended for survey control.
 FD1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1480.See file dsdata.txt to determine how the superseded data were derived.
 FD1480
 FD1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2682750042(NAD 83)
 FD1480_MARKER: DS = TRIANGULATION STATION DISK
 FD1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1480
 FD1480  HISTORY     - Date     Condition        Report By
 FD1480  HISTORY     - 1934     MONUMENTED       CGS
 FD1480  HISTORY     - 1962     GOOD             CGS
 FD1480
 FD1480                          STATION DESCRIPTION
 FD1480
 FD1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1480'ABOUT 4.5 MILES SOUTHWEST OF EAGLEVILLE, 5 MILES NORTHWEST OF CHAPEL
 FD1480'HILL, 0.75 MILE
 FD1480'WEST-SOUTHWEST OF HOLTS CORNER RAILROAD STATION, ON
 FD1480'SUMMIT OF PROMINENT WOODED KNOB,
 FD1480'IN APPROXIMATE CENTER OF SMALL,
 FD1480'ROUNDED HILLTOP, AND 107 FEET EAST-SOUTHEAST OF
 FD1480'28-INCH OAK TREE.  TO
 FD1480'REACH FROM HOLTS CORNER RAILROAD STATION, GO SOUTH 0.3 MILE ON
 FD1480'STATE ROUTE 99,
 FD1480'TURN WEST ONTO GRAVEL ROAD AND GO 0.5 MILE TO FOOT OF HILL
 FD1480'ON NORTH (END OF TRUCK
 FD1480'TRAVEL), AND FOLLOW OLD WAGON ROAD TO NORTH TO
 FD1480'SUMMIT AND STATION SITE.  SURFACE AND
 FD1480'UNDERGROUND MARKS ARE STANDARD
 FD1480'DISK STATION MARKS IN CONCRETE.
 FD1480'REFERENCE AND
 FD1480'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO
 FD1480'1 IS SLIGHTLY DOWN
 FD1480'WEST SLOPE OF HILL, ON EAST EDGE OF WOODS, 30 FEET
 FD1480'NORTH OF 30-INCH OAK TREE, AND 75.74
 FD1480'FEET FROM STATION N 87 DEG 58 MIN W.
 FD1480'NO 2 IS AT NORTH END OF HILLTOP, IN
 FD1480'LONGITUDINAL CENTER
 FD1480'OF TOP, AND 78.95 FEET FROM STATION N 17 DEG 56 MIN E.
 FD1480'AZIMUTH MARK IS
 FD1480'ON NORTH EDGE OF DIRT ROAD LEADING TO HILL, ON
 FD1480'PROPERTY OF G H GAULT, 30 YARDS
 FD1480'SOUTH OF HIS BARN, 12 FEET NORTH OF
 FD1480'CENTER OF ROAD, AND 0.35 MILE FROM STATION
 FD1480'S 75 DEG 38 MIN E.
 FD1480
 FD1480                          STATION RECOVERY (1962)
 FD1480
 FD1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1480'THE STATION AND REFERENCE MARK NO 1 WERE RECOVERED AND FOUND IN GOOD
 FD1480'CONDITION.  A COMPLETE AND
 FD1480'THOROUGH SEARCH WAS MADE FOR REFERENCE MARK NO 2 AND
 FD1480'THE AZIMUTH MARK, BUT THEY COULD
 FD1480'NOT BE FOUND.  ACCORDING TO MR G H
 FD1480'GAULT, WHO OWNES THE PROPERTY WHERE THE ORIGINAL
 FD1480'AZIMUTH MARK WAS
 FD1480'ESTABLISHED, SAYS HE IS SURE THE MARK WAS DESTROYED BY THE
 FD1480'CONSTRUCTION
 FD1480'CONTRACTOR WHEN THICK ROAD WAS WIDENED AND BLACK-TOPPED.
 FD1480'NO HISTORY OF WHAT HAPPENED TO
 FD1480'REFERENCE MARK NO 2 COULD BE OBTAINED.
 FD1480'DUE TO ROAD CHANGES AND PROPERTY OWNERSHIP, THE
 FD1480'ORIGINAL DESCRIPTION
 FD1480'IS NO LONGER CORRECT.  FOLLOWING IS A NEW AND COMPLETE
 FD1480'DESCRIPTION.
 FD1480'
 FD1480'THE STATION IS LOCATED NEAR THE CENTER OF A PROMINENT WOODED KNOLL,
 FD1480'ON THE PROPERTY OF MR
 FD1480'EDWARD WILSON, ABOUT 5 MILES NORTHWEST OF CHAPEL HILL,
 FD1480'4.5 MILES SOUTHWEST OF
 FD1480'EAGLEVILLE, AND 0.75 MILE WEST-SOUTHWEST OF
 FD1480'HOLTLAND.
 FD1480'
 FD1480'TO REACH FROM THE POST OFFICE IN THE SMALL COMMUNITY OF HOLTLAND, GO
 FD1480'SOUTH ON U S HIGHWAY 31A
 FD1480'FOR 0.05 MILE TO THICK ROAD ON THE RIGHT (COUNTY ROAD
 FD1480'R 7238), TURN RIGHT, CROSSING
 FD1480'RAILROAD TRACKS AND GO WEST, NORTH, AND
 FD1480'WEST ON THICK ROAD FOR 0.35 MILE TO A WOODEN
 FD1480'GATE ON THE RIGHT AT A
 FD1480'SMALL CORRAL AND CATTLE CHUTE.  HERE TURN RIGHT THROUGH THIS
 FD1480'GATE AND GO
 FD1480'NORTHWESTERLY ON A TRACK ROAD FOR 0.25 MILE TO THE EDGE OF THE
 FD1480'WOODS AT BASE OF HILL
 FD1480'AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 FD1480'WESTERLY, UPHILL, THROUGH DENSE WOODS
 FD1480'FOR ABOUT 0.2 MILE TO THE TOP
 FD1480'OF THE HILL AND THE STATION IN A CLUMP OF SMALL CEDAR
 FD1480'TREES.  THIS IS
 FD1480'ABOUT A 10 MINUTE PACK.
 FD1480'
 FD1480'THE STATION IS 46 FEET SOUTHWEST OF A 10-INCH, TRIANGLE BLAZED LOCUST
 FD1480'TREE, 29 FEET WEST OF AN
 FD1480'8-INCH, TRIANGLE BLAZED ASH TREE AND 23 FEET
 FD1480'NORTHWEST OF A 12-INCH, TRIANGLE
 FD1480'BLAZED ASH TREE.  IT IS A STANDARD
 FD1480'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1480'MONUMENT THAT
 FD1480'PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLT 1934.
 FD1480'
 FD1480'REFERENCE MARK NO 1 IS 20 FEET EAST OF A 14-INCH, TRIANGLE BLAZED
 FD1480'HACKBERRY TREE AND 11
 FD1480'FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED ASH TREE.  IT IS
 FD1480'A STANDARD DISK SET IN THE TOP
 FD1480'OF A 10-INCH, ROUND, CONCRETE MONUMENT
 FD1480'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 FD1480'HOLT NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0553 ***********************************************************************
 GC0553  DESIGNATION -  HONEY
 GC0553  PID         -  GC0553
 GC0553  STATE/COUNTY-  TN/ROBERTSON
 GC0553  USGS QUAD   -  WHITE HOUSE (1981)
 GC0553
 GC0553                         *CURRENT SURVEY CONTROL
 GC0553  ___________________________________________________________________
 GC0553* NAD 83(1995)-  36 29 39.68859(N)    086 40 02.27254(W)     ADJUSTED  
 GC0553* NAVD 88     -       266.310  (meters)     873.72   (feet)  ADJUSTED  
 GC0553  ___________________________________________________________________
 GC0553  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GC0553  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC0553  DYNAMIC HT  -         266.084 (meters)     872.98  (feet)  COMP
 GC0553  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GC0553
 GC0553  HORZ ORDER  -  SECOND
 GC0553  VERT ORDER  -  SECOND    CLASS 0
 GC0553
 GC0553.The horizontal coordinates were established by classical geodetic methods
 GC0553.and adjusted by the National Geodetic Survey in April 1999..
 GC0553
 GC0553.The orthometric height was determined by differential leveling
 GC0553.and adjusted by the National Geodetic Survey in June 1991..
 GC0553
 GC0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0553
 GC0553.The geoid height was determined by GEOID03.
 GC0553
 GC0553.The dynamic height is computed by dividing the NAVD 88
 GC0553.geopotential number by the normal gravity value computed on the
 GC0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0553.degrees latitude (g = 980.6199 gals.).
 GC0553
 GC0553.The modeled gravity was interpolated from observed gravity values.
 GC0553
 GC0553;                    North         East     Units Scale Factor Converg.
 GC0553;SPC TN       -   239,973.769   540,211.291   MT  1.00001470   -0 23 26.4
 GC0553;SPC TN       -   787,313.94  1,772,343.21   sFT  1.00001470   -0 23 26.4
 GC0553;UTM  16      - 4,038,833.697   529,797.433   MT  0.99961094   +0 11 52.3
 GC0553
 GC0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0553!SPC TN       -   0.99996286  x   1.00001470  =   0.99997756
 GC0553!UTM  16      -   0.99996286  x   0.99961094  =   0.99957382
 GC0553
 GC0553:                Primary Azimuth Mark                     Grid Az
 GC0553:SPC TN       -  HONEY AZ MK                              017 31 53.2
 GC0553:UTM  16      -  HONEY AZ MK                              016 56 34.5
 GC0553
 GC0553|---------------------------------------------------------------------|
 GC0553| PID    Reference Object                     Distance      Geod. Az  |
 GC0553|                                                           dddmmss.s |
 GC0553| CG6104 HONEY AZ MK                                        0170826.8 |
 GC0553| GC0552 HONEY RM 1                           23.012 METERS 23437     |
 GC0553| GC0554 HONEY RM 2                           20.964 METERS 31648     |
 GC0553|---------------------------------------------------------------------|
 GC0553
 GC0553                          SUPERSEDED SURVEY CONTROL
 GC0553
 GC0553  NAD 83(1995)-  36 29 39.68919(N)    086 40 02.27340(W) AD(       ) 2
 GC0553  NAD 83(1995)-  36 29 39.69513(N)    086 40 02.27598(W) AD(       ) 2
 GC0553  NAD 83(1986)-  36 29 39.69788(N)    086 40 02.27584(W) AD(       ) 2
 GC0553  NAD 27      -  36 29 39.53960(N)    086 40 02.29580(W) AD(       ) 2
 GC0553  NGVD 29 (??/??/92)  266.374  (m)          873.93   (f) ADJ UNCH    2 0
 GC0553
 GC0553.Superseded values are not recommended for survey control.
 GC0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0553.See file dsdata.txt to determine how the superseded data were derived.
 GC0553
 GC0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2979738834(NAD 83)
 GC0553_MARKER: DE = TRAVERSE STATION DISK
 GC0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0553_STAMPING: HONEY 1959
 GC0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0553+STABILITY: SURFACE MOTION
 GC0553
 GC0553  HISTORY     - Date     Condition        Report By
 GC0553  HISTORY     - 1959     MONUMENTED       CGS
 GC0553  HISTORY     - 1959     GOOD             CGS
 GC0553
 GC0553                          STATION DESCRIPTION
 GC0553
 GC0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0553'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF GREENBRIER, 2 MILES
 GC0553'NORTHWEST OF WHITE HOUSE AND JUST EAST OF BARN ON PROPERTY OWNED BY
 GC0553'W.J. LUTON.
 GC0553'
 GC0553'TO REACH THE STATION FROM THE WHITE HOUSE POST OFFICE, GO NORTH ON
 GC0553'U.S. HIGHWAY 31W FOR 0.45 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 GC0553'GO WEST AND NORTH ON THE MAIN ROAD FOR 2.25 MILES TO A NARROW SIDE
 GC0553'ROAD LEFT*, (JUST AFTER PASSING A BRICK HOUSE ON THE LEFT) TURN LEFT
 GC0553'AND GO SOUTHERLY ON NARROW DIRT ROAD FOR 0.25 MILE TO A BARN ON THE
 GC0553'LEFT AND STATION SITE AS DESCRIBED.
 GC0553'
 GC0553'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED HONEY 1959.  THE
 GC0553'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS ABOUT 1
 GC0553'FOOT BELOW THE SURFACE OF THE GROUND. IT IS 42 FEET SOUTH OF A T
 GC0553'FENCE CORNER POST AT GATE, 34 FEET EAST OF THE NORTHEAST CORNER
 GC0553'OF BARN AND 6 FEET WEST OF A FENCE LINE.
 GC0553'
 GC0553'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC0553'45 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED HONEY
 GC0553'1959.
 GC0553'
 GC0553'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED HONEY NO 1
 GC0553'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0553'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET
 GC0553'SOUTHWEST OF THE SOUTHEAST CORNER OF BARN AND 33 FEET SOUTHEAST OF
 GC0553'THE SOUTHWEST CORNER OF BARN.
 GC0553'
 GC0553'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED HONEY NO 2
 GC0553'1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0553'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 56 FEET WEST OF
 GC0553'A T FENCE CORNER POST AT GATE, 18 FEET SOUTH OF THE CENTER OF A
 GC0553'DIRT ROAD, 2 FEET SOUTHEAST OF A WITNESS SIGN AND 1 FOOT NORTH OF A
 GC0553'FENCE LINE.
 GC0553'
 GC0553'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED HONEY 1959.  THE
 GC0553'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND PROJECTS 2
 GC0553'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 19 FEET SOUTHWEST OF
 GC0553'THE CENTER OF A HARD SURFACE ROAD, 2 FEET SOUTHEAST OF A WITNESS
 GC0553'SIGN, 18 INCHES EAST OF POWER LINE POLE NO. 137 AND 18 INCHES
 GC0553'NORTHEAST OF A FENCE LINE.
 GC0553'
 GC0553'TO REACH THE AZIMUTH MARK FROM NARROW SIDE ROAD LEFT, CONTINUE
 GC0553'WESTERLY ON HARD SURFACE ROAD FOR 0.05 MILE TO THE AZIMUTH
 GC0553'MARK ON THE LEFT AS DESCRIBED.
 GC0553'
 GC0553'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 GC0553
 GC0553                          STATION RECOVERY (1959)
 GC0553
 GC0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC0553'3.8 MI NW FROM WHITE HOUSE.
 GC0553'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0553'31 W FOR 0.15 MILE, THENCE 1.65 MILE WEST ON STATE HIGHWAY 76,
 GC0553'THENCE 1.95 MILE NORTH ON THE INTERSTATE HIGHWAY TO A BARN AND
 GC0553'THE STATION, 42 FT. SOUTH OF A T FENCE CORNER POST AT GATE,
 GC0553'34 FT. EAST OF THE NORTHEAST CORNER OF THE BARN AND 6 FT.
 GC0553'WEST OF A FENCE, A DISK SET IN TOP OF A CONCRETE POST THAT IS
 GC0553'1 FT. BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2595 ***********************************************************************
 GB2595  DESIGNATION -  HONEY
 GB2595  PID         -  GB2595
 GB2595  STATE/COUNTY-  TN/SCOTT
 GB2595  USGS QUAD   -  HONEY CREEK (1984)
 GB2595
 GB2595                         *CURRENT SURVEY CONTROL
 GB2595  ___________________________________________________________________
 GB2595* NAD 83(1995)-  36 25 57.49991(N)    084 40 29.75424(W)     ADJUSTED  
 GB2595* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 GB2595  ___________________________________________________________________
 GB2595  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 GB2595  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GB2595
 GB2595  HORZ ORDER  -  FIRST
 GB2595
 GB2595.The horizontal coordinates were established by classical geodetic methods
 GB2595.and adjusted by the National Geodetic Survey in April 1999..
 GB2595
 GB2595.The orthometric height was scaled from a topographic map.
 GB2595
 GB2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2595
 GB2595.The geoid height was determined by GEOID03.
 GB2595
 GB2595;                    North         East     Units Scale Factor Converg.
 GB2595;SPC TN       -   233,725.403   718,813.781   MT  1.00000287   +0 46 32.7
 GB2595;SPC TN       -   766,814.09  2,358,308.21   sFT  1.00000287   +0 46 32.7
 GB2595;UTM  16      - 4,034,448.373   708,419.320   MT  1.00013522   +1 22 52.7
 GB2595
 GB2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2595!SPC TN       -   0.99993048  x   1.00000287  =   0.99993334
 GB2595!UTM  16      -   0.99993048  x   1.00013522  =   1.00006569
 GB2595
 GB2595|---------------------------------------------------------------------|
 GB2595| PID    Reference Object                     Distance      Geod. Az  |
 GB2595|                                                           dddmmss.s |
 GB2595| DC2195 HONEY RM 1                           36.177 METERS 21415     |
 GB2595| DC2194 HONEY AZ MK                                        2165207.6 |
 GB2595| GB2636 BRANUM                              APPROX.16.1 KM 3071118.4 |
 GB2595| DC2196 HONEY RM 2                           30.928 METERS 31048     |
 GB2595|---------------------------------------------------------------------|
 GB2595
 GB2595                          SUPERSEDED SURVEY CONTROL
 GB2595
 GB2595  NAD 83(1995)-  36 25 57.50063(N)    084 40 29.75327(W) AD(       ) 1
 GB2595  NAD 83(1995)-  36 25 57.50864(N)    084 40 29.75940(W) AD(       ) 1
 GB2595  NAD 83(1986)-  36 25 57.50867(N)    084 40 29.75654(W) AD(       ) 1
 GB2595  NAD 27      -  36 25 57.22200(N)    084 40 29.96000(W) AD(       ) 1
 GB2595
 GB2595.Superseded values are not recommended for survey control.
 GB2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2595.See file dsdata.txt to determine how the superseded data were derived.
 GB2595
 GB2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF0841934448(NAD 83)
 GB2595_MARKER: DS = TRIANGULATION STATION DISK
 GB2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2595
 GB2595  HISTORY     - Date     Condition        Report By
 GB2595  HISTORY     - 1935     MONUMENTED       CGS
 GB2595
 GB2595                          STATION DESCRIPTION
 GB2595
 GB2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2595'STATION IS ON A HEAVILY-TIMBERED FLAT RIDGE BETWEEN CLEAR FORK CREEK,
 GB2595'AND WHITE OAK CREEK, ABOUT 8 MILES NW OF ROBBINS, AND 10-1/2 MILES
 GB2595'WSW OF ONEIDA, ON PROPERTY OF THE STATE OF TENNESSEE.
 GB2595'
 GB2595'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2595'DISKS SET IN CONCRETE.
 GB2595'
 GB2595'STATION IS 44.7 FEET NE OF 10-INCH TRIANGULAR BLAZED OAK TREE, 41
 GB2595'FEET E OF CENTER LINE OF ROAD, 21.3 FEET NNE OF 10-INCH
 GB2595'TRIANGULAR BLAZED PINE TREE, AND 19.4 FEET SSW OF 10-INCH TRIANGULAR
 GB2595'BLAZED OAK TREE.
 GB2595'
 GB2595'REFERENCE MARK NO.1 IS SW OF STATION, 9 PACES WSW OF CENTER LINE OF
 GB2595'ROAD, 4 PACES W OF 8-INCH PINE TREE, AND 4 PACES SW OF 10-INCH OAK
 GB2595'TREE.
 GB2595'
 GB2595'REFERENCE MARK NO.2 IS W OF STATION 17 PACES W OF CENTER LINE OF
 GB2595'ROAD, 6 PACES S OF 8-INCH OAK TREE, AND 12 PACES W OF 10-INCH OAK
 GB2595'TREE.
 GB2595'
 GB2595'AZIMUTH MARK IS SW OF STATION, IN LINE WITH STATION AND REFERENCE
 GB2595'MARK NO.1 AND 85 PACES W OF ROAD. AZIMUTH VISIBLE FROM GROUND WITH
 GB2595'CLEARING OF BRUSH.
 GB2595'
 GB2595'TO REACH FROM ROBBINS RAILROAD STATION ON U.S.HIGHWAY 27, GO N ON
 GB2595'ROUTE 27 FOR 2.4 MILES TO ROAD FORK, LEFT JUST S OF W.P.
 GB2595'SHOEMAKERS STORE AND GAS STATION. TURN LEFT ALONG BACK OF STORE AND
 GB2595'GO 0.1 MILE TO T-ROAD. TURN LEFT AND GO 2.15 MILES TO CROSSROADS
 GB2595'WITH CHURCH IN NE CORNER, TURN RIGHT AND GO 0.45 MILE TO REVERSE Y,
 GB2595'TURN LEFT AND GO 0.05 MILE TO FORKS. TAKE LEFT FORK AND GO 0.4
 GB2595'MILE TO BRIDGE OVER CLEAR FORK CREEK. CROSS BRIDGE AND FOLLOW MAIN
 GB2595'TRAVELED ROAD FOR 3.6 MILES TO HONEY CREEK SCHOOL ON RIGHT.
 GB2595'CONTINUE AHEAD FOR 0.7 MILE TO T-ROAD, RIGHT (UPHILL) OPPOSITE LOG
 GB2595'HOUSE. TURN RIGHT AND FOLLOW MAIN ROAD FOR 0.7 MILE TO FRED PELFREYS
 GB2595'HOUSE ON RIGHT. KEEP STRAIGHT AHEAD FOR 0.5 MILE TO FORK, TAKE LEFT
 GB2595'FORK AND GO 0.15 MILE TO ANOTHER FORK. TAKE LEFT FORK AND GO 0.05
 GB2595'MILE TO TRIANGULAR BLAZED TREE ON LEFT AND STATION SITE ON
 GB2595'RIGHT.
 GB2595'
 GB2595'A 77-FOOT TOWER REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0555 ***********************************************************************
 GC0555  DESIGNATION -  HONEY AZ MK
 GC0555  PID         -  GC0555
 GC0555  STATE/COUNTY-  TN/ROBERTSON
 GC0555  USGS QUAD   -  WHITE HOUSE (1981)
 GC0555
 GC0555                         *CURRENT SURVEY CONTROL
 GC0555  ___________________________________________________________________
 GC0555* NAD 83(1986)-  36 29 51.     (N)    086 39 58.     (W)     SCALED    
 GC0555* NAVD 88     -       259.863  (meters)     852.57   (feet)  ADJUSTED  
 GC0555  ___________________________________________________________________
 GC0555  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC0555  DYNAMIC HT  -         259.643 (meters)     851.85  (feet)  COMP
 GC0555  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 GC0555
 GC0555  VERT ORDER  -  SECOND    CLASS 0
 GC0555
 GC0555.The horizontal coordinates were scaled from a topographic map and have
 GC0555.an estimated accuracy of +/- 6 seconds.
 GC0555
 GC0555.The orthometric height was determined by differential leveling
 GC0555.and adjusted by the National Geodetic Survey in June 1991..
 GC0555
 GC0555.The geoid height was determined by GEOID03.
 GC0555
 GC0555.The dynamic height is computed by dividing the NAVD 88
 GC0555.geopotential number by the normal gravity value computed on the
 GC0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0555.degrees latitude (g = 980.6199 gals.).
 GC0555
 GC0555.The modeled gravity was interpolated from observed gravity values.
 GC0555
 GC0555;                    North         East    Units  Estimated Accuracy
 GC0555;SPC TN       -   240,320.      540,320.      MT  (+/- 180 meters Scaled)
 GC0555
 GC0555                          SUPERSEDED SURVEY CONTROL
 GC0555
 GC0555  NGVD 29 (??/??/92)  259.927  (m)          852.78   (f) ADJ UNCH    2 0
 GC0555
 GC0555.Superseded values are not recommended for survey control.
 GC0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0555.See file dsdata.txt to determine how the superseded data were derived.
 GC0555
 GC0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF299391(NAD 83)
 GC0555_MARKER: DZ = AZIMUTH MARK DISK
 GC0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0555_STAMPING: HONEY 1959
 GC0555_MARK LOGO: CGS   
 GC0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0555+STABILITY: SURFACE MOTION
 GC0555
 GC0555  HISTORY     - Date     Condition        Report By
 GC0555  HISTORY     - 1959     MONUMENTED       CGS
 GC0555
 GC0555                          STATION DESCRIPTION
 GC0555
 GC0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0555'4 MI NW FROM WHITE HOUSE.
 GC0555'FROM THE POST OFFICE IN WHITE HOUSE, GO SOUTH ON U.S. HIGHWAY
 GC0555'31 W FOR 0.15 MILE, THENCE 1.65 MILE WEST ON STATE HIGHWAY 76,
 GC0555'THENCE 2.15 MILES NORTH OF THE INTERSTATE HIGHWAY TO A PAVED
 GC0555'ROAD, ABOUT 0.05 MILE WEST OF A DIRT ROAD, 19 FT. SOUTHWEST OF THE
 GC0555'CENTER OF THE PAVED ROAD, 2 FT. SOUTHEAST OF A WITNESS SIGN, 1.5
 GC0555'FT. EAST OF POWER LINE POLE NO. 137 AND 1.5 FT. NORTHEAST OF A
 GC0555'FENCE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GC0555'AND ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0552 ***********************************************************************
 GC0552  DESIGNATION -  HONEY RM 1
 GC0552  PID         -  GC0552
 GC0552  STATE/COUNTY-  TN/ROBERTSON
 GC0552  USGS QUAD   -  WHITE HOUSE (1981)
 GC0552
 GC0552                         *CURRENT SURVEY CONTROL
 GC0552  ___________________________________________________________________
 GC0552* NAD 83(1986)-  36 29 39.     (N)    086 40 02.     (W)     SCALED    
 GC0552* NAVD 88     -       265.676  (meters)     871.64   (feet)  ADJUSTED  
 GC0552  ___________________________________________________________________
 GC0552  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC0552  DYNAMIC HT  -         265.451 (meters)     870.90  (feet)  COMP
 GC0552  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GC0552
 GC0552  VERT ORDER  -  SECOND    CLASS 0
 GC0552
 GC0552.The horizontal coordinates were scaled from a topographic map and have
 GC0552.an estimated accuracy of +/- 6 seconds.
 GC0552
 GC0552.The orthometric height was determined by differential leveling
 GC0552.and adjusted by the National Geodetic Survey in June 1991..
 GC0552
 GC0552.The geoid height was determined by GEOID03.
 GC0552
 GC0552.The dynamic height is computed by dividing the NAVD 88
 GC0552.geopotential number by the normal gravity value computed on the
 GC0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0552.degrees latitude (g = 980.6199 gals.).
 GC0552
 GC0552.The modeled gravity was interpolated from observed gravity values.
 GC0552
 GC0552;                    North         East    Units  Estimated Accuracy
 GC0552;SPC TN       -   239,950.      540,220.      MT  (+/- 180 meters Scaled)
 GC0552
 GC0552                          SUPERSEDED SURVEY CONTROL
 GC0552
 GC0552  NGVD 29 (??/??/92)  265.741  (m)          871.85   (f) ADJ UNCH    2 0
 GC0552
 GC0552.Superseded values are not recommended for survey control.
 GC0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0552.See file dsdata.txt to determine how the superseded data were derived.
 GC0552
 GC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF298388(NAD 83)
 GC0552_MARKER: DR = REFERENCE MARK DISK
 GC0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0552_STAMPING: HONEY NO 1 1959
 GC0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0552+STABILITY: SURFACE MOTION
 GC0552
 GC0552  HISTORY     - Date     Condition        Report By
 GC0552  HISTORY     - 1959     MONUMENTED       CGS
 GC0552
 GC0552                          STATION DESCRIPTION
 GC0552
 GC0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0552'3.8 MI NW FROM WHITE HOUSE.
 GC0552'THIS MARK IS LOCATED AT THE HONEY 1959 STATION SITE, 75.5
 GC0552'FT. SOUTHWEST OF THE STATION MARK, 34 FT. SOUTHWEST OF THE
 GC0552'SOUTHEAST CORNER OF THE BARN AND 33 FT. SOUTHEAST OF THE
 GC0552'SOUTHWEST CORNER OF THE BARN, A DISK SET IN TOP OF A CONCRETE
 GC0552'POST SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0554 ***********************************************************************
 GC0554  DESIGNATION -  HONEY RM 2
 GC0554  PID         -  GC0554
 GC0554  STATE/COUNTY-  TN/ROBERTSON
 GC0554  USGS QUAD   -  WHITE HOUSE (1981)
 GC0554
 GC0554                         *CURRENT SURVEY CONTROL
 GC0554  ___________________________________________________________________
 GC0554* NAD 83(1986)-  36 29 39.     (N)    086 40 02.     (W)     SCALED    
 GC0554* NAVD 88     -       265.872  (meters)     872.28   (feet)  ADJUSTED  
 GC0554  ___________________________________________________________________
 GC0554  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GC0554  DYNAMIC HT  -         265.647 (meters)     871.54  (feet)  COMP
 GC0554  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GC0554
 GC0554  VERT ORDER  -  SECOND    CLASS 0
 GC0554
 GC0554.The horizontal coordinates were scaled from a topographic map and have
 GC0554.an estimated accuracy of +/- 6 seconds.
 GC0554
 GC0554.The orthometric height was determined by differential leveling
 GC0554.and adjusted by the National Geodetic Survey in June 1991..
 GC0554
 GC0554.The geoid height was determined by GEOID03.
 GC0554
 GC0554.The dynamic height is computed by dividing the NAVD 88
 GC0554.geopotential number by the normal gravity value computed on the
 GC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0554.degrees latitude (g = 980.6199 gals.).
 GC0554
 GC0554.The modeled gravity was interpolated from observed gravity values.
 GC0554
 GC0554;                    North         East    Units  Estimated Accuracy
 GC0554;SPC TN       -   239,950.      540,220.      MT  (+/- 180 meters Scaled)
 GC0554
 GC0554                          SUPERSEDED SURVEY CONTROL
 GC0554
 GC0554  NGVD 29 (??/??/92)  265.937  (m)          872.50   (f) ADJ UNCH    2 0
 GC0554
 GC0554.Superseded values are not recommended for survey control.
 GC0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0554.See file dsdata.txt to determine how the superseded data were derived.
 GC0554
 GC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF298388(NAD 83)
 GC0554_MARKER: DR = REFERENCE MARK DISK
 GC0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0554_STAMPING: HONEY NO 2 1959
 GC0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0554+STABILITY: SURFACE MOTION
 GC0554
 GC0554  HISTORY     - Date     Condition        Report By
 GC0554  HISTORY     - 1959     MONUMENTED       CGS
 GC0554
 GC0554                          STATION DESCRIPTION
 GC0554
 GC0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0554'3.8 MI NW FROM WHITE HOUSE.
 GC0554'THIS MARK IS LOCATED AT THE HONEY 1959 STATION STE, 68.8 FT.
 GC0554'NORTHWEST OF THE STATION MARK, 56 FT. WEST OF A T FENCE CORNER
 GC0554'POST AT GATE, 18 FT. SOUTH OF THE CENTER OF A DIRT ROAD, 2 FT.
 GC0554'SOUTHEAST OF A WITNESS SIGN AND 1 FT. NORTH OF A FENCE, A
 GC0554'DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE SURFACE
 GC0554'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0099 ***********************************************************************
 FD0099  DESIGNATION -  HOOVER GAP
 FD0099  PID         -  FD0099
 FD0099  STATE/COUNTY-  TN/RUTHERFORD
 FD0099  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0099
 FD0099                         *CURRENT SURVEY CONTROL
 FD0099  ___________________________________________________________________
 FD0099* NAD 83(1995)-  35 40 02.44527(N)    086 16 48.78894(W)     ADJUSTED  
 FD0099* NAVD 88     -       260.116  (meters)     853.40   (feet)  ADJUSTED  
 FD0099  ___________________________________________________________________
 FD0099  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 FD0099  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD0099  DYNAMIC HT  -         259.878 (meters)     852.62  (feet)  COMP
 FD0099  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 FD0099
 FD0099  HORZ ORDER  -  SECOND
 FD0099  VERT ORDER  -  SECOND    CLASS 0
 FD0099
 FD0099.The horizontal coordinates were established by classical geodetic methods
 FD0099.and adjusted by the National Geodetic Survey in April 1999..
 FD0099
 FD0099.The orthometric height was determined by differential leveling
 FD0099.and adjusted by the National Geodetic Survey in June 1991..
 FD0099
 FD0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0099
 FD0099.The geoid height was determined by GEOID03.
 FD0099
 FD0099.The dynamic height is computed by dividing the NAVD 88
 FD0099.geopotential number by the normal gravity value computed on the
 FD0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0099.degrees latitude (g = 980.6199 gals.).
 FD0099
 FD0099.The modeled gravity was interpolated from observed gravity values.
 FD0099
 FD0099;                    North         East     Units Scale Factor Converg.
 FD0099;SPC TN       -   148,043.675   574,629.964   MT  0.99995261   -0 09 50.6
 FD0099;SPC TN       -   485,706.62  1,885,265.14   sFT  0.99995261   -0 09 50.6
 FD0099;UTM  16      - 3,947,291.872   565,144.037   MT  0.99965229   +0 25 10.9
 FD0099
 FD0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0099!SPC TN       -   0.99996367  x   0.99995261  =   0.99991628
 FD0099!UTM  16      -   0.99996367  x   0.99965229  =   0.99961597
 FD0099
 FD0099|---------------------------------------------------------------------|
 FD0099| PID    Reference Object                     Distance      Geod. Az  |
 FD0099|                                                           dddmmss.s |
 FD0099| FD0098 HOOVER GAP RM 1                      15.057 METERS 18559     |
 FD0099| FD0100 HOOVER GAP RM 2                      16.132 METERS 29605     |
 FD0099| FD0094 GOAT                                APPROX. 3.3 KM 3340045.0 |
 FD0099|---------------------------------------------------------------------|
 FD0099
 FD0099                          SUPERSEDED SURVEY CONTROL
 FD0099
 FD0099  NAD 83(1995)-  35 40 02.45207(N)    086 16 48.78996(W) AD(       ) 2
 FD0099  NAD 83(1986)-  35 40 02.45641(N)    086 16 48.78768(W) AD(       ) 2
 FD0099  NAD 27      -  35 40 02.19670(N)    086 16 48.81090(W) AD(       ) 2
 FD0099  NGVD 29 (??/??/92)  260.118  (m)          853.40   (f) ADJ UNCH    2 0
 FD0099
 FD0099.Superseded values are not recommended for survey control.
 FD0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0099.See file dsdata.txt to determine how the superseded data were derived.
 FD0099
 FD0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6514447292(NAD 83)
 FD0099_MARKER: DE = TRAVERSE STATION DISK
 FD0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0099_STAMPING: HOOVER GAP 1960
 FD0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0099+STABILITY: SURFACE MOTION
 FD0099
 FD0099  HISTORY     - Date     Condition        Report By
 FD0099  HISTORY     - 1960     MONUMENTED       CGS
 FD0099  HISTORY     - 1960     GOOD             CGS
 FD0099
 FD0099                          STATION DESCRIPTION
 FD0099
 FD0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0099'THE STATION IS LOCATED ON THE PROPERTY OF THE HOOVER HEIRS, ABOUT 14
 FD0099'MILES SOUTHEAST OF
 FD0099'MURFREESBORO, ABOUT 3.5 MILES NORTHWEST OF BEECH GROVE,
 FD0099'AND ABOUT 0.25 MILE SOUTHWEST
 FD0099'OF THE HOOVERS GAP METHODIST CHURCH.
 FD0099'
 FD0099'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0099'NORTHWEST, ON U S HIGHWAY
 FD0099'41 FOR 3.4 MILES TO A SIDE ROAD LEFT, AT HOOVERS GAP.  TURN
 FD0099'LEFT, WEST, AND GO 0.15
 FD0099'MILE TO A TRACK ROAD LEFT, AT STEEL GATE.
 FD0099'TURN LEFT, AND FOLLOW TRACK ROAD SOUTHERLY
 FD0099'FOR 0.2 MILE, THE BEAR
 FD0099'RIGHT, CROSSING DRY STREAM BED AND FOLLOW DIM TRACKS
 FD0099'NORTHWEST FOR
 FD0099'0.1 MILE, THEN BEAR RIGHT, NORTH, UP SLOPE FOR 0.2 MILE TO THE CREST
 FD0099'OF A LOW RIDGE AND
 FD0099'THE STATION.
 FD0099'
 FD0099'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HOOVER GAP
 FD0099'1960, SET IN A CONCRETE
 FD0099'MONUMENT, AND PROJECTS 3 INCHES.  IT IS 2.7 FEET SOUTH OF A
 FD0099'WITNESS SIGN.
 FD0099'
 FD0099'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED HOOVER GAP NO 1 1960,
 FD0099'AND SET FLUSH.  IT IS SET
 FD0099'ON THE SOUTHEAST SLOPE OF THE RIDGE AND ABOUT 2
 FD0099'FEET LOWER THAN THE STATION MARK.
 FD0099'
 FD0099'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED HOOVER GAP NO 2 1960,
 FD0099'AND SET FLUSH.  IT IS 12
 FD0099'FEET SOUTHEAST OF A 12-INCH HACKBERRY TREE AND ABOUT
 FD0099'THE SAME ELEVATION AS THE STATION
 FD0099'MARK.
 FD0099'
 FD0099'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, AS THERE WAS NO
 FD0099'SUITABLE LOCATION FOUND.
 FD0099'
 FD0099'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METER.
 FD0099
 FD0099                          STATION RECOVERY (1960)
 FD0099
 FD0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0099'4.2 MI NW FROM BEECH GROVE.
 FD0099'FROM THE POST OFFICE IN BEECH GROVE, GO 3.55 MILES NORTHWEST
 FD0099'ON U.S. HIGHWAY 41, THEN GO WEST FOR 0.15 MILE ON A PAVED ROAD
 FD0099'TO A TRACK ROAD LEFT, AT STEEL GATE.  TURN LEFT, AND FOLLOW
 FD0099'TRACK ROAD SOUTHERLY FOR 0.2 MILE, THEN BEAR RIGHT, CROSSING
 FD0099'DRY STREAM BED AND FOLLOW DIM TRACKS NORTHWEST FOR 0.1 MILE,
 FD0099'THEN BEAR RIGHT, NORTH, UP SLOPE FOR 0.2 MILE TO THE CREST
 FD0099'OF A LOW RIDGE AND THE STATION.  THE BENCH MARK IS 2.7 FT.
 FD0099'SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0099'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0098 ***********************************************************************
 FD0098  DESIGNATION -  HOOVER GAP RM 1
 FD0098  PID         -  FD0098
 FD0098  STATE/COUNTY-  TN/RUTHERFORD
 FD0098  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0098
 FD0098                         *CURRENT SURVEY CONTROL
 FD0098  ___________________________________________________________________
 FD0098* NAD 83(1986)-  35 40 02.     (N)    086 16 48.     (W)     SCALED    
 FD0098* NAVD 88     -       259.259  (meters)     850.59   (feet)  ADJUSTED  
 FD0098  ___________________________________________________________________
 FD0098  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD0098  DYNAMIC HT  -         259.022 (meters)     849.81  (feet)  COMP
 FD0098  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 FD0098
 FD0098  VERT ORDER  -  SECOND    CLASS 0
 FD0098
 FD0098.The horizontal coordinates were scaled from a topographic map and have
 FD0098.an estimated accuracy of +/- 6 seconds.
 FD0098
 FD0098.The orthometric height was determined by differential leveling
 FD0098.and adjusted by the National Geodetic Survey in June 1991..
 FD0098
 FD0098.The geoid height was determined by GEOID03.
 FD0098
 FD0098.The dynamic height is computed by dividing the NAVD 88
 FD0098.geopotential number by the normal gravity value computed on the
 FD0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0098.degrees latitude (g = 980.6199 gals.).
 FD0098
 FD0098.The modeled gravity was interpolated from observed gravity values.
 FD0098
 FD0098;                    North         East    Units  Estimated Accuracy
 FD0098;SPC TN       -   148,030.      574,650.      MT  (+/- 180 meters Scaled)
 FD0098
 FD0098                          SUPERSEDED SURVEY CONTROL
 FD0098
 FD0098  NGVD 29 (??/??/92)  259.262  (m)          850.60   (f) ADJ UNCH    2 0
 FD0098
 FD0098.Superseded values are not recommended for survey control.
 FD0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0098.See file dsdata.txt to determine how the superseded data were derived.
 FD0098
 FD0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE651472(NAD 83)
 FD0098_MARKER: DR = REFERENCE MARK DISK
 FD0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0098_STAMPING: HOOVER GAP NO 1 1960
 FD0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0098+STABILITY: SURFACE MOTION
 FD0098
 FD0098  HISTORY     - Date     Condition        Report By
 FD0098  HISTORY     - 1960     MONUMENTED       CGS
 FD0098
 FD0098                          STATION DESCRIPTION
 FD0098
 FD0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0098'4.2 MI NW FROM BEECH GROVE.
 FD0098'THIS MARK IS LOCATED AT THE HOOVER GAP 1960 STATION SITE, 49.4
 FD0098'FT. SOUTH OF THE STATION MARK AND SET ON THE SOUTHEAST SLOPE
 FD0098'OF THE HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 FD0098'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0100 ***********************************************************************
 FD0100  DESIGNATION -  HOOVER GAP RM 2
 FD0100  PID         -  FD0100
 FD0100  STATE/COUNTY-  TN/RUTHERFORD
 FD0100  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0100
 FD0100                         *CURRENT SURVEY CONTROL
 FD0100  ___________________________________________________________________
 FD0100* NAD 83(1986)-  35 40 02.     (N)    086 16 48.     (W)     SCALED    
 FD0100* NAVD 88     -       259.916  (meters)     852.74   (feet)  ADJUSTED  
 FD0100  ___________________________________________________________________
 FD0100  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD0100  DYNAMIC HT  -         259.679 (meters)     851.96  (feet)  COMP
 FD0100  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 FD0100
 FD0100  VERT ORDER  -  SECOND    CLASS 0
 FD0100
 FD0100.The horizontal coordinates were scaled from a topographic map and have
 FD0100.an estimated accuracy of +/- 6 seconds.
 FD0100
 FD0100.The orthometric height was determined by differential leveling
 FD0100.and adjusted by the National Geodetic Survey in June 1991..
 FD0100
 FD0100.The geoid height was determined by GEOID03.
 FD0100
 FD0100.The dynamic height is computed by dividing the NAVD 88
 FD0100.geopotential number by the normal gravity value computed on the
 FD0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0100.degrees latitude (g = 980.6199 gals.).
 FD0100
 FD0100.The modeled gravity was interpolated from observed gravity values.
 FD0100
 FD0100;                    North         East    Units  Estimated Accuracy
 FD0100;SPC TN       -   148,030.      574,650.      MT  (+/- 180 meters Scaled)
 FD0100
 FD0100                          SUPERSEDED SURVEY CONTROL
 FD0100
 FD0100  NGVD 29 (??/??/92)  259.919  (m)          852.75   (f) ADJ UNCH    2 0
 FD0100
 FD0100.Superseded values are not recommended for survey control.
 FD0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0100.See file dsdata.txt to determine how the superseded data were derived.
 FD0100
 FD0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE651472(NAD 83)
 FD0100_MARKER: DR = REFERENCE MARK DISK
 FD0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0100_STAMPING: HOOVER GAP NO 2 1960
 FD0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0100+STABILITY: SURFACE MOTION
 FD0100
 FD0100  HISTORY     - Date     Condition        Report By
 FD0100  HISTORY     - 1960     MONUMENTED       CGS
 FD0100
 FD0100                          STATION DESCRIPTION
 FD0100
 FD0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0100'4.2 MI NW FROM BEECH GROVE.
 FD0100'THIS MARK IS LOCATED AT THE HOOVER GAP 1960 STATION SITE, 53
 FD0100'FT. WEST OF THE STATION MARK, 12 FT. SOUTHEAST OF A 12-INCH
 FD0100'HACKBERRY TREE AND ABOUT THE SAME ELEVATION AS THE STATION.  THE
 FD0100'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0100'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0709 ***********************************************************************
 GC0709  DESIGNATION -  HOPE
 GC0709  PID         -  GC0709
 GC0709  STATE/COUNTY-  TN/DAVIDSON
 GC0709  USGS QUAD   -  HERMITAGE (1983)
 GC0709
 GC0709                         *CURRENT SURVEY CONTROL
 GC0709  ___________________________________________________________________
 GC0709* NAD 83(1995)-  36 10 04.71814(N)    086 34 50.59472(W)     ADJUSTED  
 GC0709* NAVD 88     -       195.764  (meters)     642.27   (feet)  ADJUSTED  
 GC0709  ___________________________________________________________________
 GC0709  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 GC0709  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0709  DYNAMIC HT  -         195.599 (meters)     641.73  (feet)  COMP
 GC0709  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 GC0709
 GC0709  HORZ ORDER  -  SECOND
 GC0709  VERT ORDER  -  SECOND    CLASS 0
 GC0709
 GC0709.The horizontal coordinates were established by classical geodetic methods
 GC0709.and adjusted by the National Geodetic Survey in April 1999..
 GC0709
 GC0709.The orthometric height was determined by differential leveling
 GC0709.and adjusted by the National Geodetic Survey in June 1991..
 GC0709
 GC0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0709
 GC0709.The geoid height was determined by GEOID03.
 GC0709
 GC0709.The dynamic height is computed by dividing the NAVD 88
 GC0709.geopotential number by the normal gravity value computed on the
 GC0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0709.degrees latitude (g = 980.6199 gals.).
 GC0709
 GC0709.The modeled gravity was interpolated from observed gravity values.
 GC0709
 GC0709;                    North         East     Units Scale Factor Converg.
 GC0709;SPC TN       -   203,708.524   547,753.458   MT  0.99996533   -0 20 23.9
 GC0709;SPC TN       -   668,333.72  1,797,087.80   sFT  0.99996533   -0 20 23.9
 GC0709;UTM  16      - 4,002,661.274   537,708.444   MT  0.99961752   +0 14 50.8
 GC0709
 GC0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0709!SPC TN       -   0.99997386  x   0.99996533  =   0.99993919
 GC0709!UTM  16      -   0.99997386  x   0.99961752  =   0.99959139
 GC0709
 GC0709:                Primary Azimuth Mark                     Grid Az
 GC0709:SPC TN       -  MILLS                                    269 18 52.8
 GC0709:UTM  16      -  MILLS                                    268 43 38.1
 GC0709
 GC0709|---------------------------------------------------------------------|
 GC0709| PID    Reference Object                     Distance      Geod. Az  |
 GC0709|                                                           dddmmss.s |
 GC0709| GC0703 MILLS                               APPROX. 2.0 KM 2685828.9 |
 GC0709| GC0708 HOPE RM 2                            22.123 METERS 27722     |
 GC0709| GC0710 HOPE RM 1                            21.745 METERS 35454     |
 GC0709|---------------------------------------------------------------------|
 GC0709
 GC0709                          SUPERSEDED SURVEY CONTROL
 GC0709
 GC0709  NAD 83(1995)-  36 10 04.72053(N)    086 34 50.59710(W) AD(       ) 2
 GC0709  NAD 83(1995)-  36 10 04.72295(N)    086 34 50.59712(W) AD(       ) 2
 GC0709  NAD 83(1986)-  36 10 04.72833(N)    086 34 50.59739(W) AD(       ) 2
 GC0709  NAD 27      -  36 10 04.52770(N)    086 34 50.61420(W) AD(       ) 2
 GC0709  NGVD 29 (??/??/92)  195.803  (m)          642.40   (f) ADJ UNCH    2 0
 GC0709
 GC0709.Superseded values are not recommended for survey control.
 GC0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0709.See file dsdata.txt to determine how the superseded data were derived.
 GC0709
 GC0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3770802661(NAD 83)
 GC0709_MARKER: DE = TRAVERSE STATION DISK
 GC0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0709_STAMPING: HOPE 1960
 GC0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0709+STABILITY: SURFACE MOTION
 GC0709
 GC0709  HISTORY     - Date     Condition        Report By
 GC0709  HISTORY     - 1960     MONUMENTED       CGS
 GC0709  HISTORY     - 1960     GOOD             CGS
 GC0709
 GC0709                          STATION DESCRIPTION
 GC0709
 GC0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0709'THE STATION IS LOCATED ABOUT 2 MILES EAST OF THE VILLAGE OF
 GC0709'HERMITAGE, ABOUT 0.35 MILE EAST OF THE NEW HOPE CHURCH, NEAR THE
 GC0709'SUMMIT OF HILL AND IN MRS. EAKES FRONT YARD.
 GC0709'
 GC0709'TO REACH THE STATION FROM THE POST OFFICE IN DONELSON, GO EAST AND
 GC0709'NORTHEAST ON U.S. HIGHWAY 70N FOR 2.5 MILES TO A SIDE ROAD
 GC0709'RIGHT, JUST AFTER CROSSING STONES RIVER, TURN RIGHT, SOUTHEAST, ON
 GC0709'CENTRAL PIKE FOR 1.3 MILES TO CROSSROADS (HERMITAGE POST OFFICE ON
 GC0709'THE RIGHT) CONTINUE EAST ON CENTRAL PIKE FOR 0.7 MILE TO ANGLING
 GC0709'CROSSROADS, CONTINUE EAST ON CENTRAL PIKE FOR 1.0 MILE TO A SIDE
 GC0709'ROAD RIGHT, TURN RIGHT, SOUTH, ON NEW HOPE ROAD FOR 0.2 MILE TO A
 GC0709'WOODEN GATE ON LEFT, TURN LEFT, EAST, ON TRACK ROAD FOR 0.35 MILE
 GC0709'TO STATION.
 GC0709'
 GC0709'THE STATION MARK IS 15 FEET SOUTHWEST OF WOODEN GATE, 3 FEET NORTH OF
 GC0709'WIRE FENCE AND 2.3 FEET NORTHEAST OF WITNESS SIGN.  THE MARK IS
 GC0709'A STANDARD TRAVERSE DISK SET IN TOP OF A CONCRETE POST, SET FLUSH AND
 GC0709'IS STAMPED HOPE 1960.
 GC0709'
 GC0709'REFERENCE MARK NO. 1 IS 40 FEET WEST OF SOUTHWEST CORNER OF HOUSE, 8
 GC0709'FEET EAST OF DRIVEWAY, 1 FOOT WEST OF WIRE FENCE.  THE MARK IS A
 GC0709'STANDARD DISK SET IN TOP OF A CONCRETE POST, SET FLUSH AND IS STAMPED
 GC0709'HOPE NO 1 1960.
 GC0709'
 GC0709'REFERENCE MARK NO. 2 IS 8 FEET SOUTH OF DRIVEWAY, 1 FOOT NORTH OF
 GC0709'WIRE FENCE, AND 5 FEET LOWER THAN STATION.  THE MARK IS A STANDARD
 GC0709'DISK SET IN TOP OF A CONCRETE POST, SET FLUSH AND IS STAMPED HOPE NO
 GC0709'2 1960.
 GC0709'
 GC0709'TRAVERSE STATION MILLS WILL SERVE AS THE AZIMUTH MARK.  SEE
 GC0709'DESCRIPTION THEREOF.
 GC0709'
 GC0709'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 GC0709
 GC0709                          STATION RECOVERY (1960)
 GC0709
 GC0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0709'7.3 MI SW FROM MOUNT JULIET.
 GC0709'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0709'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0709'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILES
 GC0709'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILE SOUTHWEST ON A GRAVELED
 GC0709'ROAD, THEN 2.75 MILE WEST ON CENTRAL PIKE ROAD, THEN 0.2 MILE
 GC0709'SOUTH ON NEW HOPE ROAD TO A WOODEN GATE ON THE LEFT, GO EAST ON
 GC0709'A TRACK ROAD FOR 0.35 MILE TO THE STATION.  THE STATION MARK IS
 GC0709'15 FT. SOUTHWEST OF A WOODEN GATE, 3 FT. NORTH OF A WIRE FENCE
 GC0709'AND 2.3 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN THE
 GC0709'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0710 ***********************************************************************
 GC0710  DESIGNATION -  HOPE RM 1
 GC0710  PID         -  GC0710
 GC0710  STATE/COUNTY-  TN/DAVIDSON
 GC0710  USGS QUAD   -  HERMITAGE (1983)
 GC0710
 GC0710                         *CURRENT SURVEY CONTROL
 GC0710  ___________________________________________________________________
 GC0710* NAD 83(1986)-  36 10 04.     (N)    086 34 50.     (W)     SCALED    
 GC0710* NAVD 88     -       196.748  (meters)     645.50   (feet)  ADJUSTED  
 GC0710  ___________________________________________________________________
 GC0710  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0710  DYNAMIC HT  -         196.582 (meters)     644.95  (feet)  COMP
 GC0710  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 GC0710
 GC0710  VERT ORDER  -  SECOND    CLASS 0
 GC0710
 GC0710.The horizontal coordinates were scaled from a topographic map and have
 GC0710.an estimated accuracy of +/- 6 seconds.
 GC0710
 GC0710.The orthometric height was determined by differential leveling
 GC0710.and adjusted by the National Geodetic Survey in June 1991..
 GC0710
 GC0710.The geoid height was determined by GEOID03.
 GC0710
 GC0710.The dynamic height is computed by dividing the NAVD 88
 GC0710.geopotential number by the normal gravity value computed on the
 GC0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0710.degrees latitude (g = 980.6199 gals.).
 GC0710
 GC0710.The modeled gravity was interpolated from observed gravity values.
 GC0710
 GC0710;                    North         East    Units  Estimated Accuracy
 GC0710;SPC TN       -   203,690.      547,770.      MT  (+/- 180 meters Scaled)
 GC0710
 GC0710                          SUPERSEDED SURVEY CONTROL
 GC0710
 GC0710  NGVD 29 (??/??/92)  196.787  (m)          645.63   (f) ADJ UNCH    2 0
 GC0710
 GC0710.Superseded values are not recommended for survey control.
 GC0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0710.See file dsdata.txt to determine how the superseded data were derived.
 GC0710
 GC0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF377026(NAD 83)
 GC0710_MARKER: DR = REFERENCE MARK DISK
 GC0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0710_STAMPING: HOPE NO 1 1960
 GC0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0710+STABILITY: SURFACE MOTION
 GC0710
 GC0710  HISTORY     - Date     Condition        Report By
 GC0710  HISTORY     - 1960     MONUMENTED       CGS
 GC0710
 GC0710                          STATION DESCRIPTION
 GC0710
 GC0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0710'7.3 MI SW FROM MOUNT JULIET.
 GC0710'THIS MARK IS LOCATED AT THE HOPE 1960 STATION SITE, 71.3 FT.
 GC0710'NORTH OF THE STATION MARK, 40 FT. WEST OF THE SOUTHWEST CORNER OF
 GC0710'A HOUSE, 8 FT. EAST OF A DRIVEWAY, 1 FT. WEST OF A WIRE FENCE.
 GC0710'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0710'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0708 ***********************************************************************
 GC0708  DESIGNATION -  HOPE RM 2
 GC0708  PID         -  GC0708
 GC0708  STATE/COUNTY-  TN/DAVIDSON
 GC0708  USGS QUAD   -  HERMITAGE (1983)
 GC0708
 GC0708                         *CURRENT SURVEY CONTROL
 GC0708  ___________________________________________________________________
 GC0708* NAD 83(1986)-  36 10 04.     (N)    086 34 50.     (W)     SCALED    
 GC0708* NAVD 88     -       193.377  (meters)     634.44   (feet)  ADJUSTED  
 GC0708  ___________________________________________________________________
 GC0708  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0708  DYNAMIC HT  -         193.214 (meters)     633.90  (feet)  COMP
 GC0708  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 GC0708
 GC0708  VERT ORDER  -  SECOND    CLASS 0
 GC0708
 GC0708.The horizontal coordinates were scaled from a topographic map and have
 GC0708.an estimated accuracy of +/- 6 seconds.
 GC0708
 GC0708.The orthometric height was determined by differential leveling
 GC0708.and adjusted by the National Geodetic Survey in June 1991..
 GC0708
 GC0708.The geoid height was determined by GEOID03.
 GC0708
 GC0708.The dynamic height is computed by dividing the NAVD 88
 GC0708.geopotential number by the normal gravity value computed on the
 GC0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0708.degrees latitude (g = 980.6199 gals.).
 GC0708
 GC0708.The modeled gravity was interpolated from observed gravity values.
 GC0708
 GC0708;                    North         East    Units  Estimated Accuracy
 GC0708;SPC TN       -   203,690.      547,770.      MT  (+/- 180 meters Scaled)
 GC0708
 GC0708                          SUPERSEDED SURVEY CONTROL
 GC0708
 GC0708  NGVD 29 (??/??/92)  193.416  (m)          634.57   (f) ADJ UNCH    2 0
 GC0708
 GC0708.Superseded values are not recommended for survey control.
 GC0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0708.See file dsdata.txt to determine how the superseded data were derived.
 GC0708
 GC0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF377026(NAD 83)
 GC0708_MARKER: DR = REFERENCE MARK DISK
 GC0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0708_STAMPING: HOPE NO 2 1960
 GC0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0708+STABILITY: SURFACE MOTION
 GC0708
 GC0708  HISTORY     - Date     Condition        Report By
 GC0708  HISTORY     - 1960     MONUMENTED       CGS
 GC0708
 GC0708                          STATION DESCRIPTION
 GC0708
 GC0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0708'7.3 MI SW FROM MOUNT JULIET.
 GC0708'THIS MARK IS LOCATED AT THE HOPE 1960 STATION SITE, 72.6 FT.
 GC0708'WEST OF THE STATION MARK, 8 FT. SOUTH OF THE CENTER OF A
 GC0708'DRIVEWAY, 1 FT. NORTH OF A WIRE FENCE.  THE DISK IS SET IN TOP
 GC0708'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2293 ***********************************************************************
 FE2293  DESIGNATION -  HOPEWELL
 FE2293  PID         -  FE2293
 FE2293  STATE/COUNTY-  TN/CARROLL
 FE2293  USGS QUAD   -  MC LEMORESVILLE (1981)
 FE2293
 FE2293                         *CURRENT SURVEY CONTROL
 FE2293  ___________________________________________________________________
 FE2293* NAD 83(1995)-  35 53 00.10866(N)    088 36 44.77129(W)     ADJUSTED  
 FE2293* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2293  ___________________________________________________________________
 FE2293  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2293  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2293
 FE2293  HORZ ORDER  -  THIRD
 FE2293
 FE2293.The horizontal coordinates were established by classical geodetic methods
 FE2293.and adjusted by the National Geodetic Survey in April 1999..
 FE2293
 FE2293.The orthometric height was scaled from a topographic map.
 FE2293
 FE2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2293
 FE2293.The geoid height was determined by GEOID03.
 FE2293
 FE2293;                    North         East     Units Scale Factor Converg.
 FE2293;SPC TN       -   175,122.403   364,146.832   MT  0.99994877   -1 31 45.9
 FE2293;SPC TN       -   574,547.42  1,194,705.06   sFT  0.99994877   -1 31 45.9
 FE2293;UTM  16      - 3,972,212.473   354,455.177   MT  0.99986103   -0 56 43.0
 FE2293
 FE2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2293!SPC TN       -   0.99997839  x   0.99994877  =   0.99992716
 FE2293!UTM  16      -   0.99997839  x   0.99986103  =   0.99983942
 FE2293
 FE2293:                Primary Azimuth Mark                     Grid Az
 FE2293:SPC TN       -  HOPEWELL AZ MK                           178 48 26.5
 FE2293:UTM  16      -  HOPEWELL AZ MK                           178 13 23.6
 FE2293
 FE2293|---------------------------------------------------------------------|
 FE2293| PID    Reference Object                     Distance      Geod. Az  |
 FE2293|                                                           dddmmss.s |
 FE2293| CG3493 HOPEWELL AZ MK                                     1771640.6 |
 FE2293| CG3497 HOPEWELL RM 2                        22.610 METERS 23243     |
 FE2293| CG3495 HOPEWELL RM 1                        29.956 METERS 34025     |
 FE2293| FE2306 HOUSES                              APPROX. 8.7 KM 3451738.9 |
 FE2293|---------------------------------------------------------------------|
 FE2293
 FE2293                          SUPERSEDED SURVEY CONTROL
 FE2293
 FE2293  NAD 83(1995)-  35 53 00.11170(N)    088 36 44.77677(W) AD(       ) 3
 FE2293  NAD 83(1986)-  35 53 00.11972(N)    088 36 44.77134(W) AD(       ) 3
 FE2293  NAD 27      -  35 52 59.89120(N)    088 36 44.56760(W) AD(       ) 3
 FE2293
 FE2293.Superseded values are not recommended for survey control.
 FE2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2293.See file dsdata.txt to determine how the superseded data were derived.
 FE2293
 FE2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5445572212(NAD 83)
 FE2293_MARKER: DS = TRIANGULATION STATION DISK
 FE2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2293
 FE2293  HISTORY     - Date     Condition        Report By
 FE2293  HISTORY     - 1958     MONUMENTED       CGS
 FE2293
 FE2293                          STATION DESCRIPTION
 FE2293
 FE2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2293'THE STATION IS ABOUT 9 MILES SOUTHEAST OF MILAN, 4 MILES NORTHWEST OF
 FE2293'CEDAR GROVE AND 1.5 MILE SOUTHEAST OF HOPEWELL CHURCH COMMUNITY.
 FE2293'THE STATION IS ON PROPERTY OWNED BY MR. O.B. JONES.  IT IS 36 FEET
 FE2293'EAST OF THE CENTERLINE OF STATE HIGHWAY 104, 5 FEET
 FE2293'NORTHWEST OF WHITE WITNESS POST, 38 FEET SOUTH OF THE CENTERLINE OF A
 FE2293'DIRT DRIVEWAY AND 155 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE2293'SMALL FRAME HOUSE COVERED WITH BRICK-SIDING.
 FE2293'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE2293'HOPEWELL 1958.
 FE2293'
 FE2293'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CEDAR GROVE, GO
 FE2293'NORTHEAST ON U.S. HIGHWAY 70 FOR 3.2 MILES TO THE JUNCTION OF
 FE2293'U.S. HIGHWAY 70 AND STATE HIGHWAY 104.  TURN LEFT AND GO NORTH AND
 FE2293'WEST ON HIGHWAY 104 FOR 3.1 MILES TO A PAVED CROSSROAD.  CONTUNIE
 FE2293'WEST ON HIGHWAY 104 FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 FE2293'
 FE2293'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 FE2293'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 FE2293'
 FE2293'REFERENCE MARK 1 IS 36 FEET SOUTH OF A TELEPHONE POLE, 39 FEET EAST
 FE2293'OF THE CENTERLINE OF HIGHWAY 104, 37 FEET SOUTHWEST OF A 6 INCH
 FE2293'CEDAR TREE, 102 FEET NORTH OF A WHITE WITNESS POST, AND 14 FEET WEST
 FE2293'OF A DIRT DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2293'HOPEWELL NO 1 1958.
 FE2293'
 FE2293'REFERENCE MARK 2 IS 39 FEET WEST OF THE CENTERLINE OF HIGHWAY 104, 19
 FE2293'FT NW OF THE CENTERLINE OF A GRAVELED ROAD, 32 FT NORTHEAST OF A
 FE2293'POWERLINE POLE, AND 75 FEET WEST OF A WHITE WITNESS POST.  THE
 FE2293'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED HOPEWELL NO 2
 FE2293'1958.
 FE2293'
 FE2293'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A WHITE WITNESS POST, 53 FEET
 FE2293'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 14 FEET SOUTHWEST OF
 FE2293'THE CENTERLINE OF A DIRT DRIVEWAY, 32 FEET NORTHEAST OF THE NORTHEAST
 FE2293'CORNER OF A FRAME HOUSE, AND 34 FEET SOUTHEAST OF A 6 INCH MAPLE
 FE2293'TREE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED HOPEWELL
 FE2293'1958.  THE AZIMUTH MARK IS ON THE PROPERTY OF MISS LIBBY COURTEY.
 FE2293'
 FE2293'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2583 ***********************************************************************
 FE2583  DESIGNATION -  HOPEWELL
 FE2583  PID         -  FE2583
 FE2583  STATE/COUNTY-  TN/TIPTON
 FE2583  USGS QUAD   -  MUNFORD (1983)
 FE2583
 FE2583                         *CURRENT SURVEY CONTROL
 FE2583  ___________________________________________________________________
 FE2583* NAD 83(1995)-  35 29 22.96063(N)    089 50 22.85840(W)     ADJUSTED  
 FE2583* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2583  ___________________________________________________________________
 FE2583  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 FE2583  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2583
 FE2583  HORZ ORDER  -  THIRD
 FE2583
 FE2583.The horizontal coordinates were established by classical geodetic methods
 FE2583.and adjusted by the National Geodetic Survey in April 1999..
 FE2583
 FE2583.The orthometric height was scaled from a topographic map.
 FE2583
 FE2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2583
 FE2583.The geoid height was determined by GEOID03.
 FE2583
 FE2583;                    North         East     Units Scale Factor Converg.
 FE2583;SPC TN       -   135,133.053   251,684.586   MT  0.99996635   -2 14 52.5
 FE2583;SPC TN       -   443,349.02    825,735.18   sFT  0.99996635   -2 14 52.5
 FE2583;SPC AR N     -   130,440.336   596,001.229   MT  0.99993729   +1 15 25.5
 FE2583;SPC AR N     -   427,953.00  1,955,380.70   sFT  0.99993729   +1 15 25.5
 FE2583;UTM  16      - 3,931,060.288   242,392.864   MT  1.00041787   -1 38 58.2
 FE2583
 FE2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2583!SPC TN       -   0.99998497  x   0.99996635  =   0.99995132
 FE2583!SPC AR N     -   0.99998497  x   0.99993729  =   0.99992226
 FE2583!UTM  16      -   0.99998497  x   1.00041787  =   1.00040283
 FE2583
 FE2583|---------------------------------------------------------------------|
 FE2583| PID    Reference Object                     Distance      Geod. Az  |
 FE2583|                                                           dddmmss.s |
 FE2583| CG3494 HOPEWELL RM 1                        27.934 METERS 08349     |
 FE2583| CG3496 HOPEWELL RM 2                        23.881 METERS 33319     |
 FE2583| CG3492 HOPEWELL AZ MK                                     3374408.9 |
 FE2583|---------------------------------------------------------------------|
 FE2583
 FE2583                          SUPERSEDED SURVEY CONTROL
 FE2583
 FE2583  NAD 83(1995)-  35 29 22.97016(N)    089 50 22.86101(W) AD(       ) 3
 FE2583  NAD 83(1986)-  35 29 22.97275(N)    089 50 22.86021(W) AD(       ) 3
 FE2583  NAD 27      -  35 29 22.67620(N)    089 50 22.55870(W) AD(       ) 3
 FE2583
 FE2583.Superseded values are not recommended for survey control.
 FE2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2583.See file dsdata.txt to determine how the superseded data were derived.
 FE2583
 FE2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4239331060(NAD 83)
 FE2583_MARKER: DS = TRIANGULATION STATION DISK
 FE2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2583
 FE2583  HISTORY     - Date     Condition        Report By
 FE2583  HISTORY     - 1958     MONUMENTED       CGS
 FE2583  HISTORY     - 1968     GOOD             CGS
 FE2583  HISTORY     - 19720518 GOOD             USGS
 FE2583
 FE2583                          STATION DESCRIPTION
 FE2583
 FE2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2583'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF MUNFORD, ABOUT
 FE2583'6-1/4 MILES WEST OF BRIGHTON AND IN THE YARD OF THE SIMONTON
 FE2583'ASSEMBLY OF GOD CHURCH.  IT IS 96 FEET EAST OF THE CENTERLINE OF GILT
 FE2583'EDGE ROAD, 75 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FE2583'SIMONTON ASSEMBLY OF GOD CHURCH, 21 FEET SOUTHWEST OF A SQUARE
 FE2583'CONCRETE PLATFORM WITH A 2-1/2 INCH GALVANIZED PIPE IN THE CENTER
 FE2583'AND 9.5 FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 FE2583'AND THE DISK IS STAMPED HOPEWELL 1958.
 FE2583'
 FE2583'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MUNFORD, GO WEST ON
 FE2583'EAST MAIN STREET FOR 0.05 MILE TO A CROSS STREET.  TURN RIGHT AND GO
 FE2583'NORTH FOR 0.05 MILE TO A SIDE STREET LEFT.  TURN LEFT AND GO WEST ON
 FE2583'WEST MAIN STREET FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 FE2583'GO NORTHERLY ON GILT EDGE ROAD FOR 4.15 MILE TO THE SIMONTON ASSEMBLY
 FE2583'OF GOD CHURCH AND THE STATION ON THE RIGHT, EAST, SIDE OF THE ROAD.
 FE2583'
 FE2583'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON GILT EDGE
 FE2583'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTHWEST, SIDE OF
 FE2583'THE ROAD.
 FE2583'
 FE2583'REFERENCE MARK 1 IS 65 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 FE2583'CHURCH, 21 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH AND
 FE2583'15 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS FLUSH
 FE2583'AND THE DISK IS STAMPED HOPEWELL NO 1 1958.
 FE2583'
 FE2583'REFERENCE MARK 2 IS 81 FEET WEST OF THE WEST GABLE OF THE CHURCH, 50
 FE2583'FEET EAST OF THE CENTERLINE OF GILT EDGE ROAD AND 18 FEET EAST OF A
 FE2583'POWERLINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2583'HOPEWELL NO 2 1958.
 FE2583'
 FE2583'THE AZIMUTH MARK IS 69 FEET SOUTH OF THE SOUTHWEST CORNER OF A WHITE
 FE2583'FRAME STORE, 18 FEET SOUTHWEST OF THE CENTERLINE OF GILT EDGE ROAD, 3
 FE2583'FEET EAST OF A POWERLINE POLE AND 2.4 FEET EAST OF A WHITE WITNESS
 FE2583'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HOPEWELL
 FE2583'1958.
 FE2583'
 FE2583'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2583
 FE2583                          STATION RECOVERY (1968)
 FE2583
 FE2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2583'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FE2583'CONDITION.
 FE2583'
 FE2583'THERE IS TO BE A NEW PARSONAGE FOR THE SIMINGTON ASSEMBLY OF GOD
 FE2583'CHURCH BUILT NEAR THE STATION SITE WHICH WILL IN NO WAY DISTURB
 FE2583'ANY OF THE STATION MARKS.
 FE2583'
 FE2583'ARRANGEMENTS HAVE BEEN MADE WITH E. T. ECHOLS, PASTOR OF THE CHURCH
 FE2583'TO NOTIFY OUR AGENCY WHEN THE WORK IS COMPLETED, AT WHICH TIME A NEW
 FE2583'AND UP-TO-DATE DESCRIPTION WILL BE WRITTEN FOR THIS STATION, AS THE
 FE2583'EXACT LOCATION OF THE NEW STRUCTURE HAD NOT BEEN DETERMINED AT THE
 FE2583'TIME OF THIS VISIT.
 FE2583
 FE2583                          STATION RECOVERY (1972)
 FE2583
 FE2583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 FE2583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0336 ***********************************************************************
 GC0336  DESIGNATION -  HOPPY
 GC0336  PID         -  GC0336
 GC0336  STATE/COUNTY-  TN/SUMNER
 GC0336  USGS QUAD   -  GALLATIN (1983)
 GC0336
 GC0336                         *CURRENT SURVEY CONTROL
 GC0336  ___________________________________________________________________
 GC0336* NAD 83(1995)-  36 24 56.44133(N)    086 24 19.73130(W)     ADJUSTED  
 GC0336* NAVD 88     -       224.373  (meters)     736.13   (feet)  ADJUSTED  
 GC0336  ___________________________________________________________________
 GC0336  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GC0336  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0336  DYNAMIC HT  -         224.191 (meters)     735.53  (feet)  COMP
 GC0336  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GC0336
 GC0336  HORZ ORDER  -  SECOND
 GC0336  VERT ORDER  -  SECOND    CLASS 0
 GC0336
 GC0336.The horizontal coordinates were established by classical geodetic methods
 GC0336.and adjusted by the National Geodetic Survey in April 1999..
 GC0336
 GC0336.The orthometric height was determined by differential leveling
 GC0336.and adjusted by the National Geodetic Survey in June 1991..
 GC0336
 GC0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0336
 GC0336.The geoid height was determined by GEOID03.
 GC0336
 GC0336.The dynamic height is computed by dividing the NAVD 88
 GC0336.geopotential number by the normal gravity value computed on the
 GC0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0336.degrees latitude (g = 980.6199 gals.).
 GC0336
 GC0336.The modeled gravity was interpolated from observed gravity values.
 GC0336
 GC0336;                    North         East     Units Scale Factor Converg.
 GC0336;SPC TN       -   231,114.316   563,633.279   MT  0.99999982   -0 14 14.6
 GC0336;SPC TN       -   758,247.55  1,849,186.85   sFT  0.99999982   -0 14 14.6
 GC0336;UTM  16      - 4,030,219.002   553,300.270   MT  0.99963500   +0 21 10.6
 GC0336
 GC0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0336!SPC TN       -   0.99996940  x   0.99999982  =   0.99996922
 GC0336!UTM  16      -   0.99996940  x   0.99963500  =   0.99960441
 GC0336
 GC0336:                Primary Azimuth Mark                     Grid Az
 GC0336:SPC TN       -  HOPPY AZ MK                              059 52 14.6
 GC0336:UTM  16      -  HOPPY AZ MK                              059 16 49.4
 GC0336
 GC0336|---------------------------------------------------------------------|
 GC0336| PID    Reference Object                     Distance      Geod. Az  |
 GC0336|                                                           dddmmss.s |
 GC0336| GC0334 HOPPY AZ MK                         APPROX. 2.0 KM 0593800.0 |
 GC0336| GC0337 HOPPY RM 1                           11.929 METERS 15730     |
 GC0336| GC0335 HOPPY RM 2                           15.755 METERS 25837     |
 GC0336|---------------------------------------------------------------------|
 GC0336
 GC0336                          SUPERSEDED SURVEY CONTROL
 GC0336
 GC0336  NAD 83(1995)-  36 24 56.44246(N)    086 24 19.73254(W) AD(       ) 2
 GC0336  NAD 83(1995)-  36 24 56.44863(N)    086 24 19.73560(W) AD(       ) 2
 GC0336  NAD 83(1986)-  36 24 56.45094(N)    086 24 19.73525(W) AD(       ) 2
 GC0336  NAD 27      -  36 24 56.28960(N)    086 24 19.76180(W) AD(       ) 2
 GC0336  NGVD 29 (??/??/92)  224.452  (m)          736.39   (f) ADJ UNCH    2 0
 GC0336
 GC0336.Superseded values are not recommended for survey control.
 GC0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0336.See file dsdata.txt to determine how the superseded data were derived.
 GC0336
 GC0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5330030219(NAD 83)
 GC0336_MARKER: DD = SURVEY DISK
 GC0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0336_STAMPING: HOPPY 1961
 GC0336_MARK LOGO: TNHD  
 GC0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0336+STABILITY: SURFACE MOTION
 GC0336
 GC0336  HISTORY     - Date     Condition        Report By
 GC0336  HISTORY     - 1961     MONUMENTED       TNHD
 GC0336  HISTORY     - 1961     GOOD             TNHD
 GC0336
 GC0336                          STATION DESCRIPTION
 GC0336
 GC0336'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0336'3 MI E FROM GALLATIN.
 GC0336'FROM THE COURTHOUSE IN GALLATIN, GO EAST ON STATE ROUTE 6 FOR 2.9
 GC0336'MILES TO A TRACK ROAD ON THE LEFT, TURN LEFT ON THIS TRACK ROAD
 GC0336'AND GO NORTHWEST FOR 0.1 MILES TO THE STATION.  THE STATION MARK
 GC0336'IS 61 FEET EAST OF AN 18 INCH HACKBERRY TREE, 45 FEET NORTH OF A
 GC0336'5 INCH HACKBERRY TREE, 3 FEET SOUTH OF A FENCE CORNER POST, AND
 GC0336'3.1 FEET SOUTHWEST OF A WITNESS POST.  THE DISK IS SET IN TOP OF
 GC0336'A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 GC0336
 GC0336                          STATION RECOVERY (1961)
 GC0336
 GC0336'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0336'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF GALLATIN.
 GC0336'
 GC0336'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO EAST ON
 GC0336'STATE ROUTE 6 FOR 2.9 MILES TO A TRACK ROAD ON THE LEFT, TURN
 GC0336'LEFT ON THIS TRACK ROAD AND GO NORTHWEST FOR 0.1 MILE TO THE STATION
 GC0336'AS DESCRIBED.
 GC0336'
 GC0336'THE STATION IS 61 FEET EAST OF AN 18-INCH HACKBERRY TREE, 45 FEET
 GC0336'NORTH OF A 5-INCH HACKBERRY TREE, 3 FEET SOUTH OF A FENCE CORNER
 GC0336'POST, AND 3.1 FEET SOUTHWEST OF A WITNESS POST.  SURFACE AND
 GC0336'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0336'DISKS, STAMPED HOPPY 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC0336'BELOW THE SURFACE.  THE SURFACE STATION MARK IS SET IN A 10-INCH
 GC0336'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0336'
 GC0336'REFERENCE MARK NO. 1 IS 6 FEET NORTH OF A 5-INCH HACKBERRY TREE AND 3
 GC0336'FEET WEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0336'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC0336'AND THE DISK IS STAMPED HOPPY RM-1 1961.
 GC0336'
 GC0336'REFERENCE MARK NO. 2 IS 10 FEET EAST OF AN 18-INCH HACKBERRY TREE AND
 GC0336'2 FEET SOUTH OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0336'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC0336'AND THE DISK IS STAMPED HOPPY RM-2 1961.
 GC0336'
 GC0336'THE AZIMUTH MARK IS 44 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC0336'STATE ROUTE 6, 18 FEET NORTHEAST OF A GATE, 7 FEET NORTHWEST OF A
 GC0336'FENCE, 2 FEET NORTH OF A TELEPHONE POLE, AND 2 FEET NORTH OF A
 GC0336'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0336'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC0336'AND THE DISK IS STAMPED HOPPY AZI 1961.
 GC0336'
 GC0336'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON STATE
 GC0336'ROUTE 6 FOR 1.3 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC0336'
 GC0336'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0334 ***********************************************************************
 GC0334  DESIGNATION -  HOPPY AZ MK
 GC0334  PID         -  GC0334
 GC0334  STATE/COUNTY-  TN/SUMNER
 GC0334  USGS QUAD   -  GALLATIN (1983)
 GC0334
 GC0334                         *CURRENT SURVEY CONTROL
 GC0334  ___________________________________________________________________
 GC0334* NAD 83(1995)-  36 25 28.97603(N)    086 23 11.00959(W)     ADJUSTED  
 GC0334* NAVD 88     -       162.923  (meters)     534.52   (feet)  ADJUSTED  
 GC0334  ___________________________________________________________________
 GC0334  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 GC0334  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0334  DYNAMIC HT  -         162.791 (meters)     534.09  (feet)  COMP
 GC0334  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 GC0334
 GC0334  HORZ ORDER  -  SECOND
 GC0334  VERT ORDER  -  SECOND    CLASS 0
 GC0334
 GC0334.The horizontal coordinates were established by classical geodetic methods
 GC0334.and adjusted by the National Geodetic Survey in April 1999..
 GC0334
 GC0334.The orthometric height was determined by differential leveling
 GC0334.and adjusted by the National Geodetic Survey in June 1991..
 GC0334
 GC0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0334
 GC0334.The geoid height was determined by GEOID03.
 GC0334
 GC0334.The dynamic height is computed by dividing the NAVD 88
 GC0334.geopotential number by the normal gravity value computed on the
 GC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0334.degrees latitude (g = 980.6199 gals.).
 GC0334
 GC0334.The modeled gravity was interpolated from observed gravity values.
 GC0334
 GC0334;                    North         East     Units Scale Factor Converg.
 GC0334;SPC TN       -   232,110.235   565,349.314   MT  1.00000144   -0 13 34.4
 GC0334;SPC TN       -   761,515.00  1,854,816.87   sFT  1.00000144   -0 13 34.4
 GC0334;UTM  16      - 4,031,232.183   555,005.329   MT  0.99963728   +0 21 51.7
 GC0334
 GC0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0334!SPC TN       -   0.99997904  x   1.00000144  =   0.99998048
 GC0334!UTM  16      -   0.99997904  x   0.99963728  =   0.99961633
 GC0334
 GC0334                          SUPERSEDED SURVEY CONTROL
 GC0334
 GC0334  NAD 83(1995)-  36 25 28.97711(N)    086 23 11.01079(W) AD(       ) 2
 GC0334  NAD 83(1995)-  36 25 28.98342(N)    086 23 11.01383(W) AD(       ) 2
 GC0334  NAD 83(1986)-  36 25 28.98569(N)    086 23 11.01347(W) AD(       ) 2
 GC0334  NAD 27      -  36 25 28.82510(N)    086 23 11.04220(W) AD(       ) 2
 GC0334  NGVD 29 (07/19/86)  163.0    (m)          535.     (f) VERT ANG       
 GC0334
 GC0334.Superseded values are not recommended for survey control.
 GC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0334.See file dsdata.txt to determine how the superseded data were derived.
 GC0334
 GC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5500531232(NAD 83)
 GC0334_MARKER: DD = SURVEY DISK
 GC0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0334_STAMPING: HOPPY AZI 1961
 GC0334_MARK LOGO: TNHD  
 GC0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0334+STABILITY: SURFACE MOTION
 GC0334
 GC0334  HISTORY     - Date     Condition        Report By
 GC0334  HISTORY     - 1961     MONUMENTED       TNHD
 GC0334
 GC0334                          STATION DESCRIPTION
 GC0334
 GC0334'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0334'4.2 MI NE FROM GALLATIN.
 GC0334'FROM THE COURTHOUSE IN GALLATIN, GO 4.2 MILES NORTHEAST ON STATE
 GC0334'ROUTE 6.  THE AZIMUTH MARK IS 44 FEET SOUTHEAST OF THE APPROXIMATE
 GC0334'CENTER OF STATE ROUTE 6, 18 FEET NORTHEAST OF A GATE, 7 FEET
 GC0334'NORTHWEST OF A FENCE, 2 FEET NORTH OF A TELEPHONE POLE AND 2 FEET
 GC0334'NORTH OF A WITNESS POST.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0334'SQUARE, CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0337 ***********************************************************************
 GC0337  DESIGNATION -  HOPPY RM 1
 GC0337  PID         -  GC0337
 GC0337  STATE/COUNTY-  TN/SUMNER
 GC0337  USGS QUAD   -  GALLATIN (1983)
 GC0337
 GC0337                         *CURRENT SURVEY CONTROL
 GC0337  ___________________________________________________________________
 GC0337* NAD 83(1986)-  36 24 56.     (N)    086 24 20.     (W)     SCALED    
 GC0337* NAVD 88     -       223.234  (meters)     732.39   (feet)  ADJUSTED  
 GC0337  ___________________________________________________________________
 GC0337  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0337  DYNAMIC HT  -         223.053 (meters)     731.80  (feet)  COMP
 GC0337  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GC0337
 GC0337  VERT ORDER  -  SECOND    CLASS 0
 GC0337
 GC0337.The horizontal coordinates were scaled from a topographic map and have
 GC0337.an estimated accuracy of +/- 6 seconds.
 GC0337
 GC0337.The orthometric height was determined by differential leveling
 GC0337.and adjusted by the National Geodetic Survey in June 1991..
 GC0337
 GC0337.The geoid height was determined by GEOID03.
 GC0337
 GC0337.The dynamic height is computed by dividing the NAVD 88
 GC0337.geopotential number by the normal gravity value computed on the
 GC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0337.degrees latitude (g = 980.6199 gals.).
 GC0337
 GC0337.The modeled gravity was interpolated from observed gravity values.
 GC0337
 GC0337;                    North         East    Units  Estimated Accuracy
 GC0337;SPC TN       -   231,100.      563,630.      MT  (+/- 180 meters Scaled)
 GC0337
 GC0337                          SUPERSEDED SURVEY CONTROL
 GC0337
 GC0337  NGVD 29 (??/??/92)  223.313  (m)          732.65   (f) ADJ UNCH    2 0
 GC0337
 GC0337.Superseded values are not recommended for survey control.
 GC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0337.See file dsdata.txt to determine how the superseded data were derived.
 GC0337
 GC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF532302(NAD 83)
 GC0337_MARKER: DD = SURVEY DISK
 GC0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0337_STAMPING: HOPPY RM-1 1961
 GC0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0337+STABILITY: SURFACE MOTION
 GC0337
 GC0337  HISTORY     - Date     Condition        Report By
 GC0337  HISTORY     - 1961     MONUMENTED       TNHD
 GC0337
 GC0337                          STATION DESCRIPTION
 GC0337
 GC0337'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0337'3 MI E FROM GALLATIN.
 GC0337'THIS MARK IS LOCATED AT THE HOPPY 1961 STATION SITE, 39.1 FEET
 GC0337'SOUTHEAST OF THE STATION MARK, 6 FEET NORTH OF A 5-INCH HACKBERRY
 GC0337'TREE, AND 3 FEET WEST OF A FENCE.  THE DISK IS SET IN TOP OF A
 GC0337'10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0335 ***********************************************************************
 GC0335  DESIGNATION -  HOPPY RM 2
 GC0335  PID         -  GC0335
 GC0335  STATE/COUNTY-  TN/SUMNER
 GC0335  USGS QUAD   -  GALLATIN (1983)
 GC0335
 GC0335                         *CURRENT SURVEY CONTROL
 GC0335  ___________________________________________________________________
 GC0335* NAD 83(1986)-  36 24 56.     (N)    086 24 20.     (W)     SCALED    
 GC0335* NAVD 88     -       222.845  (meters)     731.12   (feet)  ADJUSTED  
 GC0335  ___________________________________________________________________
 GC0335  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC0335  DYNAMIC HT  -         222.665 (meters)     730.53  (feet)  COMP
 GC0335  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GC0335
 GC0335  VERT ORDER  -  SECOND    CLASS 0
 GC0335
 GC0335.The horizontal coordinates were scaled from a topographic map and have
 GC0335.an estimated accuracy of +/- 6 seconds.
 GC0335
 GC0335.The orthometric height was determined by differential leveling
 GC0335.and adjusted by the National Geodetic Survey in June 1991..
 GC0335
 GC0335.The geoid height was determined by GEOID03.
 GC0335
 GC0335.The dynamic height is computed by dividing the NAVD 88
 GC0335.geopotential number by the normal gravity value computed on the
 GC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0335.degrees latitude (g = 980.6199 gals.).
 GC0335
 GC0335.The modeled gravity was interpolated from observed gravity values.
 GC0335
 GC0335;                    North         East    Units  Estimated Accuracy
 GC0335;SPC TN       -   231,100.      563,630.      MT  (+/- 180 meters Scaled)
 GC0335
 GC0335                          SUPERSEDED SURVEY CONTROL
 GC0335
 GC0335  NGVD 29 (??/??/92)  222.924  (m)          731.38   (f) ADJ UNCH    2 0
 GC0335
 GC0335.Superseded values are not recommended for survey control.
 GC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0335.See file dsdata.txt to determine how the superseded data were derived.
 GC0335
 GC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF532302(NAD 83)
 GC0335_MARKER: DD = SURVEY DISK
 GC0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0335_STAMPING: HOPPY RM-2 1961
 GC0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0335+STABILITY: SURFACE MOTION
 GC0335
 GC0335  HISTORY     - Date     Condition        Report By
 GC0335  HISTORY     - 1961     MONUMENTED       TNHD
 GC0335
 GC0335                          STATION DESCRIPTION
 GC0335
 GC0335'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0335'3 MI E FROM GALLATIN.
 GC0335'THIS MARK IS LOCATED AT THE HOPPY 1961 STATION SITE, 51.7 FEET
 GC0335'WEST OF THE STATION MARK, 10 FEET EAST OF AN 18-INCH HACKBERRY
 GC0335'TREE, AND 2 FEET SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A
 GC0335'10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1416 ***********************************************************************
 GA1416  DESIGNATION -  HORD
 GA1416  PID         -  GA1416
 GA1416  STATE/COUNTY-  TN/HAWKINS
 GA1416  USGS QUAD   -  CHURCH HILL (1991)
 GA1416
 GA1416                         *CURRENT SURVEY CONTROL
 GA1416  ___________________________________________________________________
 GA1416* NAD 83(1995)-  36 31 16.90613(N)    082 44 13.73919(W)     ADJUSTED  
 GA1416* NAVD 88     -       401.224  (meters)    1316.35   (feet)  ADJUSTED  
 GA1416  ___________________________________________________________________
 GA1416  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GA1416  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1416  DYNAMIC HT  -         400.863 (meters)    1315.16  (feet)  COMP
 GA1416  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 GA1416
 GA1416  HORZ ORDER  -  SECOND
 GA1416  VERT ORDER  -  SECOND    CLASS 0
 GA1416
 GA1416.The horizontal coordinates were established by classical geodetic methods
 GA1416.and adjusted by the National Geodetic Survey in April 1999..
 GA1416
 GA1416.The orthometric height was determined by differential leveling
 GA1416.and adjusted by the National Geodetic Survey in June 1991..
 GA1416
 GA1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1416
 GA1416.The geoid height was determined by GEOID03.
 GA1416
 GA1416.The dynamic height is computed by dividing the NAVD 88
 GA1416.geopotential number by the normal gravity value computed on the
 GA1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1416.degrees latitude (g = 980.6199 gals.).
 GA1416
 GA1416.The modeled gravity was interpolated from observed gravity values.
 GA1416
 GA1416;                    North         East     Units Scale Factor Converg.
 GA1416;SPC TN       -   247,637.901   892,193.801   MT  1.00002024   +1 54 36.7
 GA1416;SPC TN       -   812,458.68  2,927,139.16   sFT  1.00002024   +1 54 36.7
 GA1416;UTM  17      - 4,043,181.182   344,464.825   MT  0.99989805   -1 02 02.5
 GA1416
 GA1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1416!SPC TN       -   0.99994195  x   1.00002024  =   0.99996219
 GA1416!UTM  17      -   0.99994195  x   0.99989805  =   0.99984001
 GA1416
 GA1416|---------------------------------------------------------------------|
 GA1416| PID    Reference Object                     Distance      Geod. Az  |
 GA1416|                                                           dddmmss.s |
 GA1416| GA1415 HORD RM 1                             5.115 METERS 07800     |
 GA1416| GA3438 CHURCH HILL FIRST BAPTIST CH        APPROX. 2.5 KM 0870134.7 |
 GA1416| GA3452 CHURCH HILL KGSPORT PRESS 2 TK      APPROX. 3.3 KM 2464554.3 |
 GA1416| GA1417 HORD RM 2                             5.714 METERS 24921     |
 GA1416| GA3439 CHURCH HILL RAD STA WMCH MAST       APPROX. 1.0 KM 2655221.6 |
 GA1416|---------------------------------------------------------------------|
 GA1416
 GA1416                          SUPERSEDED SURVEY CONTROL
 GA1416
 GA1416  NAD 83(1995)-  36 31 16.90770(N)    082 44 13.74088(W) AD(       ) 2
 GA1416  NAD 83(1995)-  36 31 16.91239(N)    082 44 13.75412(W) AD(       ) 2
 GA1416  NAD 83(1995)-  36 31 16.91235(N)    082 44 13.74224(W) AD(       ) 2
 GA1416  NAD 83(1986)-  36 31 16.91410(N)    082 44 13.74278(W) AD(       ) 2
 GA1416  NAD 27      -  36 31 16.56204(N)    082 44 14.16303(W) AD(       ) 2
 GA1416  NGVD 29 (07/19/86)  401.39   (m)         1316.9    (f) LEVELING    3  
 GA1416
 GA1416.Superseded values are not recommended for survey control.
 GA1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1416.See file dsdata.txt to determine how the superseded data were derived.
 GA1416
 GA1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4446543181(NAD 83)
 GA1416_MARKER: DD = SURVEY DISK
 GA1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1416_STAMPING: HORD 1963
 GA1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1416+STABILITY: SURFACE MOTION
 GA1416
 GA1416  HISTORY     - Date     Condition        Report By
 GA1416  HISTORY     - 1963     MONUMENTED       TNHD
 GA1416  HISTORY     - 1964     GOOD             TNHD
 GA1416
 GA1416                          STATION DESCRIPTION
 GA1416
 GA1416'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1416'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CHURCH HILL.
 GA1416'
 GA1416'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO WEST ON
 GA1416'U.S. HIGHW HIGHWAY 11W FOR
 GA1416'1.4 MILES TO T.V.A.  SUB-STATION S180 ON THE LEFT AND
 GA1416'A GAP IN THE FENCE SIDE OF THE
 GA1416'FENCE AROUND THE SUB-STATION, THEN
 GA1416'LEFT, EAST, FOR 60 FEET TO THE STATION.
 GA1416'
 GA1416'THE STATION IS 43 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FENCE
 GA1416'AROUND THE SUBSTATION, 43
 GA1416'FEET EAST OF THE SOUTH END OF A FLIGHT OF WOODEN STEPS
 GA1416'LEADING UP A CUT BANK, 41 FEET
 GA1416'NORTHEAST OF THE NORTHEAST LEG OF A
 GA1416'POWER LINE TOWER, AND 2.8 FEET SOUTH OF A WITNESS
 GA1416'POST.  THE SURFACE
 GA1416'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1416'DISKS AND THE
 GA1416'DISKS ARE STAMPED HORD 1963.  THE UNDERGROUND MARK IS ABOUT
 GA1416'30 INCHES BELOW THE
 GA1416'SURFACE.  THE SURFACE MARK DISK IS SET IN THE TOP
 GA1416'OF A 10- INCH SQUARE, FLUSH, CONCRETE
 GA1416'MONUMENT.
 GA1416'
 GA1416'REFERENCE MARK NO. 1 IS 110 FEET WEST OF POWER POLE NO. 247, 51 FEET
 GA1416'NORTHEAST OF THE NORTHEAST
 GA1416'LEG OF THE POWER LINE TOWER AND 48 FEET EAST OF THE
 GA1416'SOUTHEAST CORNER OF THE SUB-STATION
 GA1416'FENCE.  IT IS A STANDARD
 GA1416'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1416'SQUARE, FLUSH,
 GA1416'CONCRETE MONUMENT AND THE DISK IS STAMPED HORD RM-1 1963.
 GA1416'
 GA1416'REFERENCE MARK NO. 2 IS 45 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GA1416'SUB-STATION FENCE,
 GA1416'33 FEET NORTH OF THE NORTHEAST LEG OF THE POWER
 GA1416'LINE TOWER AND 26 FEET EAST OF THE
 GA1416'SOUTH END OF THE FLIGHT OF WOODEN
 GA1416'STEPS.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1416'DISK SET IN A
 GA1416'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HORD
 GA1416'RM-2 1963.
 GA1416'
 GA1416'INTERSECTION STATION CHURCH HILL, WMCH RADIO MAST WILL SERVE AS AN
 GA1416'AZIMUTH MARK.  SEE
 GA1416'DESCRIPTION THEREOF.
 GA1416'
 GA1416'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 GA1416
 GA1416                          STATION RECOVERY (1964)
 GA1416
 GA1416'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1416'1.5 MI W FROM CHURCH HILL.
 GA1416'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO WEST
 GA1416'ON U.S. HIGHWAY 11W FOR 1.4 MILES TO T.V.A. SUB-STATION S-180
 GA1416'ON THE LEFT AND A GAP IN THE FENCE ON THE LEFT, TURN LEFT, SOUTH,
 GA1416'AND GO 0.1 MILE THROUGH A CLEARED FIELD ALONG THE WEST SIDE
 GA1416'OF THE FENCE AROUND THE SUB-STATION, THEN LEFT, EAST, FOR 60
 GA1416'FEET TO THE STATION.  THE STATION IS 43 FEET SOUTH OF THE
 GA1416'SOUTHEAST CORNER OF THE FENCE AROUND THE SUB-STATION, 43 FEET
 GA1416'EAST OF THE SOUTH END OF A FLIGHT OF WOODEN STEPS LEADING UP A
 GA1416'CUT BANK, 41 FEET NORTHEAST OF THE NORTHEAST LEG OF A POWER LINE
 GA1416'TOWER, AND 2.8 FEET SOUTH OF A WITNESS POST.  THE MARK IS A
 GA1416'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1416'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1415 ***********************************************************************
 GA1415  DESIGNATION -  HORD RM 1
 GA1415  PID         -  GA1415
 GA1415  STATE/COUNTY-  TN/HAWKINS
 GA1415  USGS QUAD   -  CHURCH HILL (1991)
 GA1415
 GA1415                         *CURRENT SURVEY CONTROL
 GA1415  ___________________________________________________________________
 GA1415* NAD 83(1986)-  36 31 16.     (N)    082 44 14.     (W)     SCALED    
 GA1415* NAVD 88     -       401.332  (meters)    1316.70   (feet)  ADJUSTED  
 GA1415  ___________________________________________________________________
 GA1415  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1415  DYNAMIC HT  -         400.972 (meters)    1315.52  (feet)  COMP
 GA1415  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 GA1415
 GA1415  VERT ORDER  -  SECOND    CLASS 0
 GA1415
 GA1415.The horizontal coordinates were scaled from a topographic map and have
 GA1415.an estimated accuracy of +/- 6 seconds.
 GA1415
 GA1415.The orthometric height was determined by differential leveling
 GA1415.and adjusted by the National Geodetic Survey in June 1991..
 GA1415
 GA1415.The geoid height was determined by GEOID03.
 GA1415
 GA1415.The dynamic height is computed by dividing the NAVD 88
 GA1415.geopotential number by the normal gravity value computed on the
 GA1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1415.degrees latitude (g = 980.6199 gals.).
 GA1415
 GA1415.The modeled gravity was interpolated from observed gravity values.
 GA1415
 GA1415;                    North         East    Units  Estimated Accuracy
 GA1415;SPC TN       -   247,610.      892,190.      MT  (+/- 180 meters Scaled)
 GA1415
 GA1415                          SUPERSEDED SURVEY CONTROL
 GA1415
 GA1415.No superseded survey control is available for this station.
 GA1415
 GA1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA444431(NAD 83)
 GA1415_MARKER: DD = SURVEY DISK
 GA1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1415_STAMPING: HORD RM-1 1963
 GA1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1415+STABILITY: SURFACE MOTION
 GA1415
 GA1415  HISTORY     - Date     Condition        Report By
 GA1415  HISTORY     - 1963     MONUMENTED       TNHD
 GA1415  HISTORY     - 1964     GOOD             TNHD
 GA1415
 GA1415                          STATION DESCRIPTION
 GA1415
 GA1415'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1415'1.5 MI W FROM CHURCH HILL.
 GA1415'THE MARK IS LOCATED AT THE HORD 1963 STATION SITE, 110 FEET
 GA1415'WEST OF POWER POLE NO. 247, 51 FEET NORTHEAST OF THE NORTHEAST
 GA1415'LEG OF THE POWER LINE TOWER AND 48 FEET EAST OF THE SOUTHEAST
 GA1415'CORNER OF THE SUB-STATION FENCE.  THE MARK IS A STANDARD
 GA1415'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA1415'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1417 ***********************************************************************
 GA1417  DESIGNATION -  HORD RM 2
 GA1417  PID         -  GA1417
 GA1417  STATE/COUNTY-  TN/HAWKINS
 GA1417  USGS QUAD   -  CHURCH HILL (1991)
 GA1417
 GA1417                         *CURRENT SURVEY CONTROL
 GA1417  ___________________________________________________________________
 GA1417* NAD 83(1986)-  36 31 16.     (N)    082 44 14.     (W)     SCALED    
 GA1417* NAVD 88     -       401.265  (meters)    1316.48   (feet)  ADJUSTED  
 GA1417  ___________________________________________________________________
 GA1417  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1417  DYNAMIC HT  -         400.905 (meters)    1315.30  (feet)  COMP
 GA1417  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 GA1417
 GA1417  VERT ORDER  -  SECOND    CLASS 0
 GA1417
 GA1417.The horizontal coordinates were scaled from a topographic map and have
 GA1417.an estimated accuracy of +/- 6 seconds.
 GA1417
 GA1417.The orthometric height was determined by differential leveling
 GA1417.and adjusted by the National Geodetic Survey in June 1991..
 GA1417
 GA1417.The geoid height was determined by GEOID03.
 GA1417
 GA1417.The dynamic height is computed by dividing the NAVD 88
 GA1417.geopotential number by the normal gravity value computed on the
 GA1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1417.degrees latitude (g = 980.6199 gals.).
 GA1417
 GA1417.The modeled gravity was interpolated from observed gravity values.
 GA1417
 GA1417;                    North         East    Units  Estimated Accuracy
 GA1417;SPC TN       -   247,610.      892,190.      MT  (+/- 180 meters Scaled)
 GA1417
 GA1417                          SUPERSEDED SURVEY CONTROL
 GA1417
 GA1417.No superseded survey control is available for this station.
 GA1417
 GA1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA444431(NAD 83)
 GA1417_MARKER: DD = SURVEY DISK
 GA1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1417_STAMPING: HORD RM-2 1963
 GA1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1417+STABILITY: SURFACE MOTION
 GA1417
 GA1417  HISTORY     - Date     Condition        Report By
 GA1417  HISTORY     - 1963     MONUMENTED       TNHD
 GA1417  HISTORY     - 1964     GOOD             TNHD
 GA1417
 GA1417                          STATION DESCRIPTION
 GA1417
 GA1417'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1417'1.5 MI W FROM CHURCH HILL.
 GA1417'THE MARK IS LOCATED AT THE HORD 1963 STATION SITE, 45 FEET
 GA1417'SOUTH OF THE SOUTHEAST CORNER OF THE SUB-STATION FENCE, 33 FEET
 GA1417'NORTH OF THE NORTHEAST LEG OF A POWER LINE TOWER AND 26 FEET
 GA1417'EAST OF THE SOUTH END OF A FLIGHT OF WOODEN STEPS.  THE MARK
 GA1417'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA1417'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1664 ***********************************************************************
 GD1664  DESIGNATION -  HORNBEAK
 GD1664  PID         -  GD1664
 GD1664  STATE/COUNTY-  TN/OBION
 GD1664  USGS QUAD   -  HORNBEAK (1983)
 GD1664
 GD1664                         *CURRENT SURVEY CONTROL
 GD1664  ___________________________________________________________________
 GD1664* NAD 83(1995)-  36 18 55.56493(N)    089 17 05.99012(W)     ADJUSTED  
 GD1664* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 GD1664  ___________________________________________________________________
 GD1664  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GD1664  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1664
 GD1664  HORZ ORDER  -  SECOND
 GD1664
 GD1664.The horizontal coordinates were established by classical geodetic methods
 GD1664.and adjusted by the National Geodetic Survey in April 1999..
 GD1664
 GD1664.The orthometric height was scaled from a topographic map.
 GD1664
 GD1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1664
 GD1664.The geoid height was determined by GEOID03.
 GD1664
 GD1664;                    North         East     Units Scale Factor Converg.
 GD1664;SPC TN       -   224,865.921   305,056.766   MT  0.99998361   -1 55 23.4
 GD1664;SPC TN       -   737,747.61  1,000,840.41   sFT  0.99998361   -1 55 23.4
 GD1664;UTM  16      - 4,021,358.932   294,865.502   MT  1.00011850   -1 21 13.4
 GD1664
 GD1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1664!SPC TN       -   0.99998136  x   0.99998361  =   0.99996497
 GD1664!UTM  16      -   0.99998136  x   1.00011850  =   1.00009986
 GD1664
 GD1664|---------------------------------------------------------------------|
 GD1664| PID    Reference Object                     Distance      Geod. Az  |
 GD1664|                                                           dddmmss.s |
 GD1664| GD2050 HORNBEAK RM 1                        25.408 METERS 01318     |
 GD1664| GD1663 HORNBEAK RADIO STA KID 61 MAST      APPROX. 3.3 KM 0154642.7 |
 GD1664| GD2052 HORNBEAK AZ MK                                     1464330.1 |
 GD1664| GD2051 HORNBEAK RM 2                        24.358 METERS 24846     |
 GD1664|---------------------------------------------------------------------|
 GD1664
 GD1664                          SUPERSEDED SURVEY CONTROL
 GD1664
 GD1664  NAD 83(1995)-  36 18 55.56894(N)    089 17 05.98933(W) AD(       ) 2
 GD1664  NAD 83(1995)-  36 18 55.57106(N)    089 17 05.98929(W) AD(       ) 2
 GD1664  NAD 83(1986)-  36 18 55.57666(N)    089 17 05.98940(W) AD(       ) 2
 GD1664  NAD 27      -  36 18 55.33300(N)    089 17 05.73750(W) AD(       ) 2
 GD1664
 GD1664.Superseded values are not recommended for survey control.
 GD1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1664.See file dsdata.txt to determine how the superseded data were derived.
 GD1664
 GD1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9486621359(NAD 83)
 GD1664_MARKER: DS = TRIANGULATION STATION DISK
 GD1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1664
 GD1664  HISTORY     - Date     Condition        Report By
 GD1664  HISTORY     - 1959     MONUMENTED       CGS
 GD1664  HISTORY     - 1967     GOOD             CGS
 GD1664
 GD1664                          STATION DESCRIPTION
 GD1664
 GD1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1664'THE STATION IS ABOUT 1-1/2 MILES SOUTH-SOUTHEAST OF HORNBEAK, ABOUT
 GD1664'3-1/2 MILES NORTHWEST OF GLASS AND ON THE PROPERTY OF MR. D. L.
 GD1664'BLACKLEY.  IT IS 75 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 GD1664'HOUSE, 17 FEET NORTH OF A NORTH GATE POST, 17 FEET EAST OF THE
 GD1664'CENTERLINE OF A DRIVEWAY, 9 FEET NORTH OF A WHITE WITNESS POST
 GD1664'AND 4 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 GD1664'DISK IS STAMPED HORNBEAK 1959.
 GD1664'
 GD1664'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HORNBEAK, GO SOUTH
 GD1664'ON A PAVED ROAD FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND FOLLOW
 GD1664'THE PAVED ROAD EAST AND SOUTH FOR 1.0 MILE TO A DRIVEWAY RIGHT.
 GD1664'TURN RIGHT AND GO SOUTH ON A GRAVELED DRIVEWAY FOR 0.15 MILE TO THE
 GD1664'STATION ON THE LEFT AS DESCRIBED.
 GD1664'
 GD1664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE DRIVEWAY
 GD1664'FOR 0.15 MILE TO THE PAVED ROAD.  TURN RIGHT AND GO SOUTHEAST ON THE
 GD1664'PAVED ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GD1664'DESCRIBED.
 GD1664'
 GD1664'REFERENCE MARK 1 IS 72 FEET EAST OF A 12 INCH CEDAR TREE, 15 FEET
 GD1664'EAST OF THE CENTERLINE OF THE DRIVEWAY AND 1 FOOT WEST OF A WIRE
 GD1664'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HORNBEAK NO
 GD1664'1 1959.
 GD1664'
 GD1664'REFERENCE MARK 2 IS 37 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GD1664'FRAME HOUSE, 28 FEET SOUTHWEST OF A WEST GATE POST AND 3 FEET EAST
 GD1664'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1664'HORNBEAK NO 2 1959.
 GD1664'
 GD1664'THE AZIMUTH MARK IS 42 FEET NORTH OF A TELEPHONE POLE, 25 FEET NORTH
 GD1664'OF A FENCE CORNER, 23 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 GD1664'2 FEET NORTH OF THE WHITE WITNESS POST AND 1 FOOT EAST OF A WIRE
 GD1664'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HORNBEAK
 GD1664'1959.
 GD1664'
 GD1664'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1664
 GD1664                          STATION RECOVERY (1967)
 GD1664
 GD1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1664'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1664'CONDITION.  DUE TO CHANGES AT THE STATION SITE THE ORIGINAL STATION
 GD1664'DESCRIPTION IS NO LONGER COMPLETELY ADEQUATE.
 GD1664'
 GD1664'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1664'
 GD1664'THE STATION IS ON THE PROPERTY OF MR. D. L. BLACKLEY, ABOUT 3-1/2
 GD1664'MILES NORTHWEST OF GLASS AND 1-1/2 MILES SOUTH-SOUTHEAST OF
 GD1664'HORNBEAK.
 GD1664'
 GD1664'TO REACH THE STATION FROM THE POST OFFICE IN HORNBEAK, GO SOUTH ON A
 GD1664'PAVED ROAD FOR 0.15 MILE TO A CROSSROAD, TURN LEFT AND FOLLOW A
 GD1664'PAVED ROAD EAST AND SOUTH FOR 1.0 MILE TO A GRAVELED DRIVEWAY ON
 GD1664'THE RIGHT, TURN RIGHT ON THIS DRIVEWAY AND GO SOUTHERLY FOR 0.15 OF
 GD1664'A MILE TO A GROUP OF FARM BUILDINGS AND THE STATION AS
 GD1664'DESCRIBED.
 GD1664'
 GD1664'THE STATION IS 75 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 GD1664'HOUSE, 17 FEET EAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 4
 GD1664'FEET WEST OF A WIRE FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 GD1664'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1664'SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SURFACE OF THE
 GD1664'GROUND AND THE DISK IS STAMPED HORNBEAK 1959.
 GD1664'
 GD1664'REFERENCE MARK NO. 1 IS 72 FEET EAST OF A 14-INCH CEDAR TREE, 15 FEET
 GD1664'EAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY AND 1 FOOT WEST OF A
 GD1664'WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1664'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH AND THE DISK
 GD1664'IS STAMPED HORNBEAK NO 1 1959.
 GD1664'
 GD1664'REFERENCE MARK NO. 2 IS 37 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GD1664'THE FRAME HOUSE, 21 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1664'THE WEST DRIVEWAY, 16 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GD1664'EAST DRIVEWAY, AND 1.5 FEET SOUTH OF THE SOUTH EDGE OF A STONE STORM
 GD1664'CELLAR.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1664'SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SURFACE OF THE
 GD1664'GROUND AND THE DISK IS STAMPED HORNBEAK NO 2 1959.
 GD1664'
 GD1664'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1664'REFERENCE MARK NO. 2 IS 144.50 FEET - 44.044 METERS.
 GD1664'
 GD1664'THE AZIMUTH MARK IS ALONG THE RIGHT-OF-WAY OF THE PAVED ROAD, ABOUT
 GD1664'150 FEET SOUTH AND ACROSS THE PAVED ROAD FROM A POWERLINE
 GD1664'TRANSFORMER POLE, 42 FEET NORTH OF A TELEPHONE POLE, 25 FEET NORTH
 GD1664'OF A FENCE CORNER, 23 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GD1664'PAVED ROAD, 1 FOOT EAST OF A WIRE FENCE, AND 1.0 FOOT NORTH OF A
 GD1664'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1664'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD1664'IS STAMPED HORNBEAK 1959.
 GD1664'
 GD1664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE
 GD1664'GRAVELED DRIVEWAY FOR 0.15 MILE TO THE PAVED ROAD.  HERE TURN RIGHT
 GD1664'AND GO SOUTHEASTERLY ON THE PAVED ROAD FOR 0.85 MILE TO THE AZIMUTH
 GD1664'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1663 ***********************************************************************
 GD1663  DESIGNATION -  HORNBEAK RADIO STA KID 61 MAST
 GD1663  PID         -  GD1663
 GD1663  STATE/COUNTY-  TN/OBION
 GD1663  USGS QUAD   -  HORNBEAK (1983)
 GD1663
 GD1663                         *CURRENT SURVEY CONTROL
 GD1663  ___________________________________________________________________
 GD1663* NAD 83(1995)-  36 20 39.69012(N)    089 16 29.62053(W)     ADJUSTED  
 GD1663* NAVD 88     -                                                        
 GD1663  ___________________________________________________________________
 GD1663  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GD1663  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1663
 GD1663  HORZ ORDER  -  THIRD
 GD1663
 GD1663.The horizontal coordinates were established by classical geodetic methods
 GD1663.and adjusted by the National Geodetic Survey in April 1999..
 GD1663
 GD1663
 GD1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1663
 GD1663.The geoid height was determined by GEOID03.
 GD1663
 GD1663;                    North         East     Units Scale Factor Converg.
 GD1663;SPC TN       -   228,043.197   306,070.871   MT  0.99998797   -1 55 02.1
 GD1663;SPC TN       -   748,171.72  1,004,167.52   sFT  0.99998797   -1 55 02.1
 GD1663;UTM  16      - 4,024,546.538   295,848.130   MT  1.00011354   -1 20 55.1
 GD1663
 GD1663                          SUPERSEDED SURVEY CONTROL
 GD1663
 GD1663  NAD 83(1995)-  36 20 39.69412(N)    089 16 29.61949(W) AD(       ) 4
 GD1663  NAD 83(1995)-  36 20 39.69648(N)    089 16 29.61940(W) AD(       ) 4
 GD1663  NAD 83(1986)-  36 20 39.70191(N)    089 16 29.61973(W) AD(       ) 4
 GD1663  NAD 27      -  36 20 39.46000(N)    089 16 29.36900(W) AD(       ) 3
 GD1663
 GD1663.Superseded values are not recommended for survey control.
 GD1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1663.See file dsdata.txt to determine how the superseded data were derived.
 GD1663
 GD1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9584824547(NAD 83)
 GD1663_MARKER: 42 = RADIO/TV MAST
 GD1663
 GD1663  HISTORY     - Date     Condition        Report By
 GD1663  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1663  HISTORY     - 1967     GOOD             CGS
 GD1663
 GD1663                          STATION DESCRIPTION
 GD1663
 GD1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1663'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS ABOUT 3
 GD1663'MILES NORTHEAST OF HORNBEAK, AND 1/2 MILE NORTH OF STATE HIGHWAY 21.
 GD1663'THE MAST IS SUPPORTED BY GUY WIRES AND IT IS PAINTED IN ALTERNATE
 GD1663'SECTIONS OF INTERNATIONAL ORANGE AND WHITE.  THE OVERALL HEIGHT IS
 GD1663'150 FEET.  IT IS OWNED AND OPERATED BY THE TRUNKLINE GAS COMPANY.
 GD1663
 GD1663                          STATION RECOVERY (1967)
 GD1663
 GD1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1663'THE STATION WAS RECOVERED AND IS IN THE EXACT LOCATION AS WHEN
 GD1663'INTERSECTED IN 1959.
 GD1663'
 GD1663'THE STATION IS ABOUT 2 MILES NORTHEAST OF HORNBEAK IN A FENCED
 GD1663'ENCLOSURE IN A CULTIVATED FIELD.
 GD1663'
 GD1663'TO REACH FROM THE HORNBEAK PUBLIC SCHOOL IN HORNBEAK, GO EASTERLY
 GD1663'ON STATE ROUTE 21 FOR 1.6 MILES TO A GRAVELED ROAD ON THE LEFT,
 GD1663'HERE TURN LEFT AND GO NORTHERLY ON THE GRAVELED ROAD FOR 0.35 MILE
 GD1663'TO A LOCKED GATE ON THE LEFT LEADING INTO THE ENCLOSURE AROUND THE
 GD1663'RADIO MAST AND CONTROL SHACK.  THE MAST IS ABOUT 200 FEET WEST
 GD1663'OF THIS GATE.  THE STATION IS THE PROPERTY OF THE TRUNKLINE GAS
 GD1663'COMPANY.
 GD1663'
 GD1663'THE STATION IS THE TOP AND CENTER OF A 3-LEGGED STEEL TRUSS STRUCTURE
 GD1663'SUPPORTED BY NUMEROUS GUY CABLES, IS PAINTED IN ALTERNATE
 GD1663'SECTIONS OF INTERNATIONAL ORANGE AND WHITE, HAS A RED FLASHING
 GD1663'LIGHT AT THE TOP OF THE MAST, AND THE OVER-ALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1411 ***********************************************************************
 FD1411  DESIGNATION -  HORSE
 FD1411  PID         -  FD1411
 FD1411  STATE/COUNTY-  TN/BEDFORD
 FD1411  USGS QUAD   -  DEASON (1981)
 FD1411
 FD1411                         *CURRENT SURVEY CONTROL
 FD1411  ___________________________________________________________________
 FD1411* NAD 83(1995)-  35 30 45.68316(N)    086 25 11.82357(W)     ADJUSTED  
 FD1411* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 FD1411  ___________________________________________________________________
 FD1411  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 FD1411  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD1411
 FD1411  HORZ ORDER  -  SECOND
 FD1411
 FD1411.The horizontal coordinates were established by classical geodetic methods
 FD1411.and adjusted by the National Geodetic Survey in April 1999..
 FD1411
 FD1411.The orthometric height was scaled from a topographic map.
 FD1411
 FD1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1411
 FD1411.The geoid height was determined by GEOID03.
 FD1411
 FD1411;                    North         East     Units Scale Factor Converg.
 FD1411;SPC TN       -   130,930.494   561,905.582   MT  0.99996404   -0 14 45.1
 FD1411;SPC TN       -   429,561.13  1,843,518.56   sFT  0.99996404   -0 14 45.1
 FD1411;UTM  16      - 3,930,055.483   552,598.462   MT  0.99963409   +0 20 13.0
 FD1411
 FD1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1411!SPC TN       -   0.99994714  x   0.99996404  =   0.99991118
 FD1411!UTM  16      -   0.99994714  x   0.99963409  =   0.99958125
 FD1411
 FD1411:                Primary Azimuth Mark                     Grid Az
 FD1411:SPC TN       -  HORSE AZ MK                              018 17 49.2
 FD1411:UTM  16      -  HORSE AZ MK                              017 42 51.1
 FD1411
 FD1411|---------------------------------------------------------------------|
 FD1411| PID    Reference Object                     Distance      Geod. Az  |
 FD1411|                                                           dddmmss.s |
 FD1411| CG6540 HORSE AZ MK                                        0180304.1 |
 FD1411| CG6541 HORSE RM 1                           33.979 METERS 17934     |
 FD1411| CG6542 HORSE RM 2                           28.593 METERS 26630     |
 FD1411|---------------------------------------------------------------------|
 FD1411
 FD1411                          SUPERSEDED SURVEY CONTROL
 FD1411
 FD1411  NAD 83(1995)-  35 30 45.69025(N)    086 25 11.82508(W) AD(       ) 2
 FD1411  NAD 83(1986)-  35 30 45.69484(N)    086 25 11.82302(W) AD(       ) 2
 FD1411  NAD 27      -  35 30 45.44100(N)    086 25 11.84500(W) AD(       ) 2
 FD1411
 FD1411.Superseded values are not recommended for survey control.
 FD1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1411.See file dsdata.txt to determine how the superseded data were derived.
 FD1411
 FD1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5259830055(NAD 83)
 FD1411_MARKER: DS = TRIANGULATION STATION DISK
 FD1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1411_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1411
 FD1411  HISTORY     - Date     Condition        Report By
 FD1411  HISTORY     - 1934     MONUMENTED       CGS
 FD1411  HISTORY     - 1972     GOOD             NGS
 FD1411
 FD1411                          STATION DESCRIPTION
 FD1411
 FD1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1411'ABOUT 7.5 MILES EAST-SOUTHEAST OF FALLCREEK, 5 MILES WEST-SOUTHWEST
 FD1411'OF WARTRACE, 2.5
 FD1411'MILES NORTHEAST OF SHELBYVILLE, ON HIGHEST POINT OF
 FD1411'HORSE MOUNTAIN, ON SHARP ROUNDED
 FD1411'PEAK THAT IS HEAVILY WOODED ON TOP,
 FD1411'AND ON PROPERTY OF G L BRAGG.  TO REACH FROM HOTEL
 FD1411'DIXIE IN
 FD1411'SHELBYVILLE, GO NORTH 0.05 MILE TO STEWART-RAY MOTOR CO ON WEST LANE
 FD1411'STREET, TURN
 FD1411'RIGHT, GO 0.5 MILE TO ASPHALT FORKS, TURN ONTO LEFT FORK
 FD1411'(WHITTHONE STREET), GO 3.2
 FD1411'MILES (0.1 MILE BEYOND WHITE CHURCH), TURN
 FD1411'LEFT ONTO DIM ROAD, GO 0.25 MILE TO HOME OF
 FD1411'MR BRAGG, AND CONTINUE
 FD1411'SOUTH 0.3 MILE TO KNOB AND STATION SITE AT SOUTHWEST END OF
 FD1411'POINTED TOP,
 FD1411'23.8 FEET SOUTHWEST OF 12-INCH BLACK OAK WITH TRIANGULAR BLAZE,
 FD1411'AND 13.7 FEET
 FD1411'WEST-NORTHWEST OF 18-INCH BLACK OAK.  SURFACE AND
 FD1411'UNDERGROUND MARKS ARE STANDARD
 FD1411'STATION DISKS IN CONCRETE.
 FD1411'REFERENCE MARKS ARE STANDARD REFERENCE
 FD1411'DISKS IN OUTCROPPING
 FD1411'BEDROCK.  NO 1 IS ON DOWNWARD SLOPE, 15 FEET SOUTHWEST OF
 FD1411'15-INCH
 FD1411'HICKORY, AND 111.48 FEET FROM STATION S 0 DEG 26 MIN E.
 FD1411'NO 2 IS ON SMALL
 FD1411'LEDGE, 6 FEET SOUTHWEST OF 9-INCH HICKORY, AND
 FD1411'93.81 FEET FROM STATION S 86 DEG 30 MIN W.
 FD1411'AZIMUTH MARK IS
 FD1411'STANDARD REFERENCE DISK IN LOWER FRONT STEP OF HOME OF MR
 FD1411'BRAGG AND 0.3
 FD1411'MILE FROM STATION N 18 DEG 04 MIN E.
 FD1411
 FD1411                          STATION RECOVERY (1972)
 FD1411
 FD1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JRH)
 FD1411'STATION RECOVERED AS DESCRIBED IN QUAD 350861 STA 1012.
 FD1411'
 FD1411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES NE OF
 FD1411'SHELBYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1051 ***********************************************************************
 FE1051  DESIGNATION -  HOSPITAL
 FE1051  PID         -  FE1051
 FE1051  STATE/COUNTY-  TN/HARDEMAN
 FE1051  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1051
 FE1051                         *CURRENT SURVEY CONTROL
 FE1051  ___________________________________________________________________
 FE1051* NAD 83(1995)-  35 16 38.97944(N)    089 01 28.15786(W)     ADJUSTED  
 FE1051* NAVD 88     -       139.213  (meters)     456.73   (feet)  ADJUSTED  
 FE1051  ___________________________________________________________________
 FE1051  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE1051  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1051  DYNAMIC HT  -         139.084 (meters)     456.31  (feet)  COMP
 FE1051  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FE1051
 FE1051  HORZ ORDER  -  SECOND
 FE1051  VERT ORDER  -  SECOND    CLASS 0
 FE1051
 FE1051.The horizontal coordinates were established by classical geodetic methods
 FE1051.and adjusted by the National Geodetic Survey in April 1999..
 FE1051
 FE1051.The orthometric height was determined by differential leveling
 FE1051.and adjusted by the National Geodetic Survey in June 1991..
 FE1051
 FE1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1051
 FE1051.The geoid height was determined by GEOID03.
 FE1051
 FE1051.The dynamic height is computed by dividing the NAVD 88
 FE1051.geopotential number by the normal gravity value computed on the
 FE1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1051.degrees latitude (g = 980.6199 gals.).
 FE1051
 FE1051.The modeled gravity was interpolated from observed gravity values.
 FE1051
 FE1051;                    North         East     Units Scale Factor Converg.
 FE1051;SPC TN       -   109,006.356   324,880.447   MT  0.99999526   -1 46 14.4
 FE1051;SPC TN       -   357,631.69  1,065,878.60   sFT  0.99999526   -1 46 14.4
 FE1051;UTM  16      - 3,905,695.982   315,875.068   MT  1.00001782   -1 10 10.4
 FE1051
 FE1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1051!SPC TN       -   0.99998254  x   0.99999526  =   0.99997780
 FE1051!UTM  16      -   0.99998254  x   1.00001782  =   1.00000035
 FE1051
 FE1051|---------------------------------------------------------------------|
 FE1051| PID    Reference Object                     Distance      Geod. Az  |
 FE1051|                                                           dddmmss.s |
 FE1051| FE1052 HOSPITAL RM 1                        48.183 METERS 04729     |
 FE1051| FE1054 HOSPITAL AZ MK                                     1091314.9 |
 FE1051| FE2281 BOLIVAR EPIS CH WHITE SPIRE         APPROX. 4.0 KM 1274647.1 |
 FE1051| FE2283 BOLIVAR S MUNICIPAL TANK            APPROX. 3.7 KM 1291058.2 |
 FE1051| FE2464 BOLIVAR WESTERN ST HOSP SPIRE       289.383 METERS 22504     |
 FE1051| FE1053 HOSPITAL RM 2                        48.634 METERS 31627     |
 FE1051|---------------------------------------------------------------------|
 FE1051
 FE1051                          SUPERSEDED SURVEY CONTROL
 FE1051
 FE1051  NAD 83(1995)-  35 16 38.98393(N)    089 01 28.15926(W) AD(       ) 2
 FE1051  NAD 83(1995)-  35 16 38.98624(N)    089 01 28.16028(W) AD(       ) 2
 FE1051  NAD 83(1986)-  35 16 38.99124(N)    089 01 28.15819(W) AD(       ) 2
 FE1051  NAD 27      -  35 16 38.69600(N)    089 01 27.93500(W) AD(       ) 2
 FE1051  NGVD 29 (??/??/??)  139.199  (m)          456.69   (f) ADJUSTED    2 0
 FE1051
 FE1051.Superseded values are not recommended for survey control.
 FE1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1051.See file dsdata.txt to determine how the superseded data were derived.
 FE1051
 FE1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1587505696(NAD 83)
 FE1051_MARKER: DS = TRIANGULATION STATION DISK
 FE1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1051_STAMPING: HOSPITAL 1934
 FE1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1051+STABILITY: SURFACE MOTION
 FE1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1051+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 FE1051
 FE1051  HISTORY     - Date     Condition        Report By
 FE1051  HISTORY     - 1934     MONUMENTED       CGS
 FE1051  HISTORY     - 1935     GOOD             CGS
 FE1051  HISTORY     - 1951     GOOD             CGS
 FE1051  HISTORY     - 1962     GOOD             CGS
 FE1051  HISTORY     - 20020923 GOOD             USACE
 FE1051
 FE1051                          STATION DESCRIPTION
 FE1051
 FE1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE1051'ABOUT 2.5 MILES NORTHWEST OF BOLIVAR, ON GROUNDS OF WESTERN STATE
 FE1051'HOSPITAL, 60 FEET SOUTH OF FENCE LINE, AND ABOUT 100 YARDS EAST OF
 FE1051'MAIN ENTRANCE GATE.  TO REACH FROM BOLIVAR, GO NORTHWEST 2.5 MILES ON
 FE1051'U.S. ROUTE 64 TO HOSPITAL GROUNDS ON SOUTH SIDE OF HIGHWAY.  SURFACE
 FE1051'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE1051'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FE1051'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 35.0 FEET NORTH OF
 FE1051'CENTER OF HIGHWAY, 2 FEET OUTSIDE OF FENCE LINE, 12.0 FEET FROM
 FE1051'TELEPHONE POLE NO. 288, AND 157.95 FEET FROM STATION.
 FE1051'NO. 2 IS 26.0 FEET NORTH OF CENTER LINE OF HIGHWAY,
 FE1051'2.0 FEET OUTSIDE FENCE LINE, 48.0 FEET FROM TELEPHONE POLE
 FE1051'NO. 287, AND 159.59 FEET FROM STATION.
 FE1051'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 226.75 FEET.
 FE1051'AZIMUTH MARK IS ON NORTH SIDE OF HIGHWAY RIGHT-OF-WAY, 1 FOOT OUTSIDE
 FE1051'FENCE LINE, 24.4 FEET FROM CENTER LINE OF HIGHWAY, 45.9 FEET
 FE1051'NORTHWEST OF TELEPHONE POLE NO. 295, AND 0.2 MILE FROM STATION
 FE1051'S 70 DEG 47 MIN E.  BEARING FROM STATION TO WESTERN STATE
 FE1051'HOSPITAL (NEAR BOLIVAR), MAIN BUILDING, TALL SPIRE, DISTANT ABOUT
 FE1051'950 FEET, IS S 45 DEG 04 MIN W.
 FE1051
 FE1051                          STATION RECOVERY (1935)
 FE1051
 FE1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FE1051'2.4 MI W FROM BOLIVAR.
 FE1051'2.4 MILES WEST ALONG U.S. HIGHWAY 64, FROM THE STANDARD OIL CO.
 FE1051'PLANT AT BOLIVAR, HARDEMAN COUNTY, ON THE GROUNDS OF THE WESTERN
 FE1051'STATE HOSPITAL, 100 YARDS EAST OF THE MAIN ENTRANCE GATE, 60 FEET
 FE1051'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET EAST OF A
 FE1051'TENNIS COURT.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 FE1051'HOSPITAL 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE1051
 FE1051                          STATION RECOVERY (1951)
 FE1051
 FE1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE1051'STATION AND ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FE1051'THE DESCRIPTION IS ADEQUATE.
 FE1051
 FE1051                          STATION RECOVERY (1962)
 FE1051
 FE1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FE1051'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 FE1051'EXCELLENT CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED,
 FE1051'BUT APPEARED TO HAVE BEEN STRUCK BY FARM MACHINERY AND WAS SLIGHTLY
 FE1051'TILTED AND LOOSE IN THE GROUND.  THE AZIMUTH MARK WAS FOUND
 FE1051'LAYING NEARLY ON ITS SIDE AND SOME DISTANCE FROM THE ORIGINAL
 FE1051'REFERENCED POSITION, THEREFORE THE MARK WAS DESTROYED.  A SMALL
 FE1051'TRENCH WAS DUG AROUND THE EDGE OF REFERENCE MARK NO. 1 AND IT WAS
 FE1051'BROUGHT TO PLUMB, AFTER WHICH THIS TRENCH WAS FILLED WITH CONCRETE
 FE1051'TO REINFORCE THE MARK.
 FE1051'
 FE1051'A SLIGHT DISCREPANCY WAS FOUND IN THE HORIZONTAL MEASUREMENT TO THE
 FE1051'REFERENCE MARKS, THEREFORE THE INSTRUMENT WAS SET UP OVER THE
 FE1051'STATION AND THE ANGLE TURNED BETWEEN REFERENCE MARK NO. 2 AND
 FE1051'REFERENCE MARK NO. 1.  THE PUBLISHED HORIZONTAL ANGLE
 FE1051'BETWEEN THESE MARKS WAS 91 DEG 02 MIN.  THE OBSERVED ANGLE AT THIS
 FE1051'OCCUPATION WAS 91 DEG 01 MIN 41.1 SEC.
 FE1051'
 FE1051'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1051'
 FE1051'THE STATION IS LOCATED ON THE GROUNDS OF TENNESSEE WESTERN STATE
 FE1051'HOSPITAL ABOUT 2-1/2 MILES NORTHWEST OF BOLIVAR ON U.S. HIGHWAY
 FE1051'64.
 FE1051'
 FE1051'THE STATION IS ABOUT 200 YARDS EAST OF THE MAIN GATE LEADING INTO THE
 FE1051'HOSPITAL, 85 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 FE1051'64, 69 FEET SOUTHWEST OF A 6-INCH CEDAR TREE, 49 FEET SOUTH OF A
 FE1051'24-INCH ELM TREE, AND 27 FEET NORTHWEST OF A 24-INCH SUGAR MAPLE
 FE1051'TREE.  IT IS A STANDARD STATION MARK DISK SET IN THE TOP OF A ROUND
 FE1051'CONCRETE MONUMENT THAT PROJECTS ABOUT 10 INCHES AND THE DISK IS
 FE1051'STAMPED HOSPITAL 1934.
 FE1051'
 FE1051'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION BETWEEN
 FE1051'THE HIGHWAY DITCH AND A GRAVELED ROAD ALONG THE SOUTH EDGE OF A
 FE1051'CULTIVATED FIELD.  IT IS 38 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE1051'U.S. HIGHWAY 64, 21 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FE1051'GRAVELED ROAD, 11.5 FEET EAST OF TELEPHONE POLE NO. 288, AND 0.9 OF A
 FE1051'FOOT SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE
 FE1051'MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 FE1051'ABOUT 12 INCHES AND THE DISK IS STAMPED HOSPITAL NO 1
 FE1051'1934.
 FE1051'
 FE1051'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION BETWEEN
 FE1051'THE HIGHWAY DITCH AND A GRAVELED ROAD ALONG THE SOUTH EDGE OF A
 FE1051'CULTIVATED FIELD.  IT IS 49 FEET WEST OF TELEPHONE POLE NO. 287, 26
 FE1051'FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 64, 12 FEET
 FE1051'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 1.1 FEET
 FE1051'SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK
 FE1051'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 FE1051'INCHES AND THE DISK IS STAMPED HOSPITAL NO 2 1934.
 FE1051'
 FE1051'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 FE1051'MARK NO. 2 IS 226.65 FEET.
 FE1051
 FE1051                          STATION RECOVERY (2002)
 FE1051
 FE1051'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1051'RM 1 AND 2 DESTROYED DUE TO HWY 64 WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2327 ***********************************************************************
 FE2327  DESIGNATION -  HOSPITAL
 FE2327  PID         -  FE2327
 FE2327  STATE/COUNTY-  TN/MADISON
 FE2327  USGS QUAD   -  JACKSON NORTH (1983)
 FE2327
 FE2327                         *CURRENT SURVEY CONTROL
 FE2327  ___________________________________________________________________
 FE2327* NAD 83(1995)-  35 38 11.28531(N)    088 49 54.15391(W)     ADJUSTED  
 FE2327* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 FE2327  ___________________________________________________________________
 FE2327  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2327  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2327
 FE2327  HORZ ORDER  -  FIRST
 FE2327
 FE2327.The horizontal coordinates were established by classical geodetic methods
 FE2327.and adjusted by the National Geodetic Survey in April 1999..
 FE2327
 FE2327.The orthometric height was scaled from a topographic map.
 FE2327
 FE2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2327
 FE2327.The geoid height was determined by GEOID03.
 FE2327
 FE2327;                    North         East     Units Scale Factor Converg.
 FE2327;SPC TN       -   148,291.671   343,563.507   MT  0.99995432   -1 39 28.1
 FE2327;SPC TN       -   486,520.26  1,127,174.61   sFT  0.99995432   -1 39 28.1
 FE2327;UTM  16      - 3,945,173.612   334,148.895   MT  0.99993897   -1 04 02.9
 FE2327
 FE2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2327!SPC TN       -   0.99998356  x   0.99995432  =   0.99993788
 FE2327!UTM  16      -   0.99998356  x   0.99993897  =   0.99992253
 FE2327
 FE2327|---------------------------------------------------------------------|
 FE2327| PID    Reference Object                     Distance      Geod. Az  |
 FE2327|                                                           dddmmss.s |
 FE2327| CG3498 HOSPITAL RM 1                         4.750 METERS 05720     |
 FE2327| FE2340 JACKSON TV STA WDXI MAST            APPROX. 2.3 KM 0734427.8 |
 FE2327| FE2338 JACKSON RAD STA WJAK MAST           APPROX. 5.3 KM 0812214.8 |
 FE2327| FE2328 JACKSON ALUMINUM FOILS TANK         APPROX. 2.7 KM 0904130.3 |
 FE2327| FE2321 ALEXANDER                           APPROX. 1.5 KM 1204627.5 |
 FE2327| FE2324 FOREST AZ MK                        112.407 METERS 14704     |
 FE2327| FE2364 JACKSON SOU BELL TT MAST            APPROX. 2.7 KM 1484027.4 |
 FE2327| FE2361 JACKSON RAD STA WTJS NE MAST        APPROX. 6.3 KM 1625452.6 |
 FE2327| FE2362 JACKSON RADIO STA WTJS SW MAST      APPROX. 6.3 KM 1641327.4 |
 FE2327| FE2365 JACKSON STATE RADIO MAST            APPROX. 2.4 KM 1882418.0 |
 FE2327| FE2359 JACKSON PUBLIC COMPRESS TANK        APPROX. 2.1 KM 1883739.8 |
 FE2327| FE2323 FOREST                               94.782 METERS 20002     |
 FE2327| FE2333 JACKSON RAD STA KIJ 653 MAST        APPROX. 1.4 KM 2362534.7 |
 FE2327| FE2378 WESTOVER MUNICIPAL TANK             APPROX. 6.4 KM 2385929.0 |
 FE2327| CG3499 HOSPITAL RM 2                         3.645 METERS 30256     |
 FE2327| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 1.1 KM 3543428.5 |
 FE2327|---------------------------------------------------------------------|
 FE2327
 FE2327                          SUPERSEDED SURVEY CONTROL
 FE2327
 FE2327  NAD 83(1995)-  35 38 11.29024(N)    088 49 54.15876(W) AD(       ) 1
 FE2327  NAD 83(1986)-  35 38 11.29680(N)    088 49 54.15476(W) AD(       ) 1
 FE2327  NAD 27      -  35 38 11.04300(N)    088 49 53.94700(W) AD(       ) 1
 FE2327
 FE2327.Superseded values are not recommended for survey control.
 FE2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2327.See file dsdata.txt to determine how the superseded data were derived.
 FE2327
 FE2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3414945174(NAD 83)
 FE2327_MARKER: DS = TRIANGULATION STATION DISK
 FE2327_SETTING: 0 = UNSPECIFIED SETTING
 FE2327
 FE2327  HISTORY     - Date     Condition        Report By
 FE2327  HISTORY     - 1951     MONUMENTED       CGS
 FE2327  HISTORY     - 1958     GOOD             CGS
 FE2327
 FE2327                          STATION DESCRIPTION
 FE2327
 FE2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2327'STATION IS LOCATED ON THE CONCRETE ROOF OF THE SUN PORCH OF THE
 FE2327'JACKSON-MADISON HOSPITAL IN THE CITY OF JACKSON.  IT IS SET IN THE
 FE2327'WEST ROOF SUPPORT, 12.9 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 FE2327'ROOF, 8.7 FEET SOUTH OF THE NORTH WALL OF THE ROOF AND 4.5 FEET
 FE2327'NORTH OF THE SOUTH EDGE OF THE ROOF. THE DISK IS SET FLUSH IN A DRILL
 FE2327'HOLE AND STAMPED HOSPITAL 1951.
 FE2327'
 FE2327'REFERENCE MARK NO. 1 IS 20.5 FEET WEST OF THE EAST WALL OF THE ROOF
 FE2327'AND 2.5 FEET S OF THE NORTH WALL. THE DISK IS SET FLUSH IN A DRILL
 FE2327'HOLE IN THE CONCRETE ROOF AND STAMPED HOSPITAL NO 1 1951.
 FE2327'
 FE2327'REFERENCE MARK NO. 2 IS AT THE NORTHWEST CORNER OF THE ROOF.  THE
 FE2327'DISK IS SET FLUSH IN A DRILL HOLE IN THE ROOF AND STAMPED
 FE2327'HOSPITAL NO 2 1951.
 FE2327'
 FE2327'STATION FOREST AND FOREST AZIMUTH MARK ARE ON THE LAWN OF THE
 FE2327'HOSPITAL AS DESCRIBED IN STATION FOREST DESCRIPTION AND CAN BE USED
 FE2327'AS AZIMUTH MARKS TO THIS STATION.
 FE2327'
 FE2327'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2327
 FE2327                          STATION RECOVERY (1958)
 FE2327
 FE2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2327'THE STATION, REFERENCE MARKS 1 AND 2, FORREST 1951, AND FORREST
 FE2327'AZIMUTH MARK 1951 WERE ALL RECOVERED AND FOUND TO BE IN GOOD
 FE2327'CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS 1 AND 2, FORREST
 FE2327'1951, AND FORREST AZIMUTH MARK 1951 CHECKED AS CLOSE AS COULD BE
 FE2327'EXPECTED FOR THEIR SHORT DISTANCES FROM THE STATION.  THE 1951
 FE2327'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1054 ***********************************************************************
 FE1054  DESIGNATION -  HOSPITAL AZ MK
 FE1054  PID         -  FE1054
 FE1054  STATE/COUNTY-  TN/HARDEMAN
 FE1054  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1054
 FE1054                         *CURRENT SURVEY CONTROL
 FE1054  ___________________________________________________________________
 FE1054* NAD 83(1986)-  35 16 38.     (N)    089 01 27.     (W)     SCALED    
 FE1054* NAVD 88     -       138.667  (meters)     454.94   (feet)  ADJUSTED  
 FE1054  ___________________________________________________________________
 FE1054  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1054  DYNAMIC HT  -         138.539 (meters)     454.52  (feet)  COMP
 FE1054  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FE1054
 FE1054  VERT ORDER  -  SECOND    CLASS 0
 FE1054
 FE1054.The horizontal coordinates were scaled from a topographic map and have
 FE1054.an estimated accuracy of +/- 6 seconds.
 FE1054
 FE1054.The orthometric height was determined by differential leveling
 FE1054.and adjusted by the National Geodetic Survey in June 1991..
 FE1054
 FE1054.The geoid height was determined by GEOID03.
 FE1054
 FE1054.The dynamic height is computed by dividing the NAVD 88
 FE1054.geopotential number by the normal gravity value computed on the
 FE1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1054.degrees latitude (g = 980.6199 gals.).
 FE1054
 FE1054.The modeled gravity was interpolated from observed gravity values.
 FE1054
 FE1054;                    North         East    Units  Estimated Accuracy
 FE1054;SPC TN       -   108,980.      324,910.      MT  (+/- 180 meters Scaled)
 FE1054
 FE1054                          SUPERSEDED SURVEY CONTROL
 FE1054
 FE1054  NGVD 29 (??/??/??)  138.653  (m)          454.90   (f) ADJUSTED    2 0
 FE1054
 FE1054.Superseded values are not recommended for survey control.
 FE1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1054.See file dsdata.txt to determine how the superseded data were derived.
 FE1054
 FE1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE159056(NAD 83)
 FE1054_MARKER: DZ = AZIMUTH MARK DISK
 FE1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1054_STAMPING: HOSPITAL AZIMUTH 1934
 FE1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1054+STABILITY: SURFACE MOTION
 FE1054
 FE1054  HISTORY     - Date     Condition        Report By
 FE1054  HISTORY     - 1934     MONUMENTED       CGS
 FE1054  HISTORY     - 1935     GOOD             CGS
 FE1054
 FE1054                          STATION DESCRIPTION
 FE1054
 FE1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1054'2.2 MI W FROM BOLIVAR.
 FE1054'2.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1054'PLANT AT BOLIVAR, HARDEMAN COUNTY, 0.2 MILE EAST OF TRIANGULATION
 FE1054'STATION HOSPITAL ON THE GROUNDS OF WESTERN STATE HOSPITAL, 125
 FE1054'YARDS EAST OF THE EAST ENTRANCE TO THE HOSPITAL, 45.9 FEET
 FE1054'NORTHWEST OF TELEPHONE POLE 295, 24.4 FEET NORTH OF THE
 FE1054'CENTERLINE OF THE HIGHWAY, AND 1 FOOT OUTSIDE THE RIGHT-OF-WAY
 FE1054'FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED HOSPITAL AZIMUTH
 FE1054'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1052 ***********************************************************************
 FE1052  DESIGNATION -  HOSPITAL RM 1
 FE1052  PID         -  FE1052
 FE1052  STATE/COUNTY-  TN/HARDEMAN
 FE1052  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1052
 FE1052                         *CURRENT SURVEY CONTROL
 FE1052  ___________________________________________________________________
 FE1052* NAD 83(1986)-  35 16 40.     (N)    089 01 27.     (W)     SCALED    
 FE1052* NAVD 88     -       136.444  (meters)     447.65   (feet)  ADJUSTED  
 FE1052  ___________________________________________________________________
 FE1052  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE1052  DYNAMIC HT  -         136.318 (meters)     447.24  (feet)  COMP
 FE1052  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FE1052
 FE1052  VERT ORDER  -  SECOND    CLASS 0
 FE1052
 FE1052.The horizontal coordinates were scaled from a topographic map and have
 FE1052.an estimated accuracy of +/- 6 seconds.
 FE1052
 FE1052.The orthometric height was determined by differential leveling
 FE1052.and adjusted by the National Geodetic Survey in June 1991..
 FE1052
 FE1052.The geoid height was determined by GEOID03.
 FE1052
 FE1052.The dynamic height is computed by dividing the NAVD 88
 FE1052.geopotential number by the normal gravity value computed on the
 FE1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1052.degrees latitude (g = 980.6199 gals.).
 FE1052
 FE1052.The modeled gravity was interpolated from observed gravity values.
 FE1052
 FE1052;                    North         East    Units  Estimated Accuracy
 FE1052;SPC TN       -   109,040.      324,910.      MT  (+/- 180 meters Scaled)
 FE1052
 FE1052                          SUPERSEDED SURVEY CONTROL
 FE1052
 FE1052  NGVD 29 (??/??/??)  136.430  (m)          447.60   (f) ADJUSTED    2 0
 FE1052
 FE1052.Superseded values are not recommended for survey control.
 FE1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1052.See file dsdata.txt to determine how the superseded data were derived.
 FE1052
 FE1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE159057(NAD 83)
 FE1052_MARKER: DR = REFERENCE MARK DISK
 FE1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1052_STAMPING: HOSPITAL NO 1 1934
 FE1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1052+STABILITY: SURFACE MOTION
 FE1052
 FE1052  HISTORY     - Date     Condition        Report By
 FE1052  HISTORY     - 1934     MONUMENTED       CGS
 FE1052  HISTORY     - 1935     GOOD             CGS
 FE1052  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1052
 FE1052                          STATION DESCRIPTION
 FE1052
 FE1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1052'NEAR BALDWIN.
 FE1052'158 FEET NORTHEAST OF TRIANGULATION STATION HOSPITAL DESCRIBED
 FE1052'ABOVE, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 50 FEET
 FE1052'WEST OF A FARM GATE, 12 FEET FROM TELEPHONE POLE 288, AND 2 FEET
 FE1052'OUTSIDE THE FENCE LINE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 FE1052'HOSPITAL NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE1052
 FE1052                          STATION RECOVERY (1987)
 FE1052
 FE1052'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1053 ***********************************************************************
 FE1053  DESIGNATION -  HOSPITAL RM 2
 FE1053  PID         -  FE1053
 FE1053  STATE/COUNTY-  TN/HARDEMAN
 FE1053  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1053
 FE1053                         *CURRENT SURVEY CONTROL
 FE1053  ___________________________________________________________________
 FE1053* NAD 83(1986)-  35 16 39.     (N)    089 01 29.     (W)     SCALED    
 FE1053* NAVD 88     -       139.471  (meters)     457.58   (feet)  ADJUSTED  
 FE1053  ___________________________________________________________________
 FE1053  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE1053  DYNAMIC HT  -         139.342 (meters)     457.16  (feet)  COMP
 FE1053  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 FE1053
 FE1053  VERT ORDER  -  SECOND    CLASS 0
 FE1053
 FE1053.The horizontal coordinates were scaled from a topographic map and have
 FE1053.an estimated accuracy of +/- 6 seconds.
 FE1053
 FE1053.The orthometric height was determined by differential leveling
 FE1053.and adjusted by the National Geodetic Survey in June 1991..
 FE1053
 FE1053.The geoid height was determined by GEOID03.
 FE1053
 FE1053.The dynamic height is computed by dividing the NAVD 88
 FE1053.geopotential number by the normal gravity value computed on the
 FE1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1053.degrees latitude (g = 980.6199 gals.).
 FE1053
 FE1053.The modeled gravity was interpolated from observed gravity values.
 FE1053
 FE1053;                    North         East    Units  Estimated Accuracy
 FE1053;SPC TN       -   109,010.      324,860.      MT  (+/- 180 meters Scaled)
 FE1053
 FE1053                          SUPERSEDED SURVEY CONTROL
 FE1053
 FE1053  NGVD 29 (??/??/??)  139.457  (m)          457.54   (f) ADJUSTED    2 0
 FE1053
 FE1053.Superseded values are not recommended for survey control.
 FE1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1053.See file dsdata.txt to determine how the superseded data were derived.
 FE1053
 FE1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE158056(NAD 83)
 FE1053_MARKER: DR = REFERENCE MARK DISK
 FE1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1053_STAMPING: HOSPITAL NO 2 1934
 FE1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1053+STABILITY: SURFACE MOTION
 FE1053
 FE1053  HISTORY     - Date     Condition        Report By
 FE1053  HISTORY     - 1934     MONUMENTED       CGS
 FE1053  HISTORY     - 1935     GOOD             CGS
 FE1053  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1053
 FE1053                          STATION DESCRIPTION
 FE1053
 FE1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1053'NEAR BOLIVAR.
 FE1053'159.6 FEET NORTHWEST OF TRIANGULATION STATION HOSPITAL DESCRIBED
 FE1053'ABOVE, 48 FEET FROM TELEPHONE POLE 287, 45 FEET WEST OF A FARM
 FE1053'GATE, 26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 FE1053'OUTSIDE THE FENCE LINE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 FE1053'HOSPITAL NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE1053
 FE1053                          STATION RECOVERY (1987)
 FE1053
 FE1053'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3544 ***********************************************************************
 GA3544  DESIGNATION -  HOUSE MOUNTAIN
 GA3544  PID         -  GA3544
 GA3544  STATE/COUNTY-  TN/KNOX
 GA3544  USGS QUAD   -  JOHN SEVIER (1992)
 GA3544
 GA3544                         *CURRENT SURVEY CONTROL
 GA3544  ___________________________________________________________________
 GA3544* NAD 83(1995)-  36 06 42.58869(N)    083 46 00.39631(W)     ADJUSTED  
 GA3544* NAVD 88     -       643.5    (meters)    2111.     (feet)  VERTCON   
 GA3544  ___________________________________________________________________
 GA3544  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GA3544  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA3544
 GA3544  HORZ ORDER  -  FIRST
 GA3544
 GA3544.The horizontal coordinates were established by classical geodetic methods
 GA3544.and adjusted by the National Geodetic Survey in April 1999..
 GA3544
 GA3544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3544
 GA3544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3544
 GA3544.The geoid height was determined by GEOID03.
 GA3544
 GA3544;                    North         East     Units Scale Factor Converg.
 GA3544;SPC TN       -   199,617.482   801,045.509   MT  0.99996011   +1 18 26.7
 GA3544;SPC TN       -   654,911.69  2,628,096.81   sFT  0.99996011   +1 18 26.7
 GA3544;UTM  17      - 3,999,897.614   250,959.724   MT  1.00036426   -1 37 53.3
 GA3544
 GA3544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3544!SPC TN       -   0.99990385  x   0.99996011  =   0.99986396
 GA3544!UTM  17      -   0.99990385  x   1.00036426  =   1.00026807
 GA3544
 GA3544:                Primary Azimuth Mark                     Grid Az
 GA3544:SPC TN       -  CLINCH RESET                             026 52 35.2
 GA3544:UTM  17      -  CLINCH RESET                             029 48 55.2
 GA3544
 GA3544|---------------------------------------------------------------------|
 GA3544| PID    Reference Object                     Distance      Geod. Az  |
 GA3544|                                                           dddmmss.s |
 GA3544| GA3542 CLINCH RESET                        APPROX. 8.1 KM 0281101.9 |
 GA3544| FB2657 KNOXVILLE COLLEGE CUPOLA            APPROX.22.3 KM 2195733.1 |
 GA3544|---------------------------------------------------------------------|
 GA3544
 GA3544                          SUPERSEDED SURVEY CONTROL
 GA3544
 GA3544  NAD 83(1995)-  36 06 42.59318(N)    083 46 00.39878(W) AD(       ) 1
 GA3544  NAD 83(1995)-  36 06 42.59568(N)    083 46 00.39648(W) AD(       ) 1
 GA3544  NAD 83(1995)-  36 06 42.59488(N)    083 46 00.39747(W) AD(       ) 1
 GA3544  NAD 83(1986)-  36 06 42.60049(N)    083 46 00.39595(W) AD(       ) 1
 GA3544  NAD 27      -  36 06 42.29300(N)    083 46 00.74400(W) AD(       ) 1
 GA3544  NGVD 29 (07/19/86)  643.6    (m)         2112.     (f) VERT ANG       
 GA3544
 GA3544.Superseded values are not recommended for survey control.
 GA3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3544.See file dsdata.txt to determine how the superseded data were derived.
 GA3544
 GA3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5096099898(NAD 83)
 GA3544_MARK LOGO: USGS  
 GA3544
 GA3544  HISTORY     - Date     Condition        Report By
 GA3544  HISTORY     - 1884     MONUMENTED       USGS
 GA3544  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GA3544
 GA3544                          STATION DESCRIPTION
 GA3544
 GA3544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA3544'ABOUT 5-1/2 MILES NORTHWEST OF STRAWBERRY PLAINS, ABOUT 3 MILES
 GA3544'SOUTH-SOUTHEAST OF
 GA3544'CORRYTON, AND ON HIGHEST POINT OF 1 1/2-MILE-LONG
 GA3544'ISOLATED MOUNTAIN, WHICH IS EASILY
 GA3544'FOUND.  TO REACH FROM KNOXVILLE
 GA3544'CITY LIMITS AT BURLINGTON, FOLLOW U.S.  ROUTE 11 W
 GA3544'NORTHEAST 7.2
 GA3544'MILES, TURN LEFT (NORTHEAST), GO 0.8 MILE, TURN LEFT (NORTHWEST) AT
 GA3544'CROSSROADS.  GO
 GA3544'0.8 MILE, TURN RIGHT (EAST) AT JUNCTION, GO 0.5 MILE,
 GA3544'TURN LEFT (NORTHWEST) AT JUNCTION,
 GA3544'GO 0.5 MILE, TURN ONTO RIGHT FORK
 GA3544'(NORTHEAST), AND GO 0.5 MILE TO PROPERTY OF J.  V.
 GA3544'WEBSTER.  TRAIL
 GA3544'LEADS UP SOUTH SIDE OF HOUSE MOUNTAIN TO TOP AT WEST END AND ALONG
 GA3544'TOP 3/4 MILE TO
 GA3544'STATION SITE.  STATION MARK IS 1-INCH DRILL HOLE, 2
 GA3544'1/2 INCHES DEEP, AT INTERSECTION
 GA3544'OF NORTH-SOUTH AND EAST-WEST GROOVES
 GA3544'SURROUNDED BY LETTERS U.S.G.S.  CUT IN ROCK.
 GA3544'GROOVES AND DRILL HOLE
 GA3544'ARE FILLED WITH PLASTER OF PARIS.  ROCK IS LARGE, OF SEVERAL
 GA3544'TONS WEIGHT,
 GA3544'AND RISES ABOUT 2 FEET ABOVE GROUND.  THREE REFERENCE MARKS
 GA3544'ARE CROSSES CUT IN ROCK AS
 GA3544'FOLLOWS- NO.  1 IS 9 FEET 9-1/2 INCHES
 GA3544'(SLOPE DISTANCE) N.  47-1/2 DEG E.  FROM
 GA3544'STATION, NO.  2 IS 14 FEET 1
 GA3544'5/8 INCHES (SLOPE DISTANCE) S.  62 DEG E.  FROM STATION,
 GA3544'AND NO.  3 IS 6
 GA3544'FEET 3-3/4 INCHES (SLOPE DISTANCE) S.  46-1/2 DEG W.  FROM
 GA3544'STATION.  PINE TREE
 GA3544'USED AS U.  S.  GEOLOGICAL SURVEY STATION WAS
 GA3544'4.06 METERS (13.3 FEET) FROM STATION N 61 DEG 28 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2306 ***********************************************************************
 FE2306  DESIGNATION -  HOUSES
 FE2306  PID         -  FE2306
 FE2306  STATE/COUNTY-  TN/CARROLL
 FE2306  USGS QUAD   -  ATWOOD (1983)
 FE2306
 FE2306                         *CURRENT SURVEY CONTROL
 FE2306  ___________________________________________________________________
 FE2306* NAD 83(1995)-  35 57 34.11823(N)    088 38 13.22919(W)     ADJUSTED  
 FE2306* NAVD 88     -       152.79   (+/-2cm)     501.3    (feet)  VERTCON   
 FE2306  ___________________________________________________________________
 FE2306  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2306  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE2306
 FE2306  HORZ ORDER  -  SECOND
 FE2306  VERT ORDER  -  THIRD ? (See Below)
 FE2306
 FE2306.The horizontal coordinates were established by classical geodetic methods
 FE2306.and adjusted by the National Geodetic Survey in April 1999..
 FE2306
 FE2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2306.The vertical order pertains to the NGVD 29 superseded value.
 FE2306
 FE2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2306
 FE2306.The geoid height was determined by GEOID03.
 FE2306
 FE2306;                    North         East     Units Scale Factor Converg.
 FE2306;SPC TN       -   183,623.803   362,156.535   MT  0.99995079   -1 32 37.7
 FE2306;SPC TN       -   602,439.09  1,188,175.23   sFT  0.99995079   -1 32 37.7
 FE2306;UTM  16      - 3,980,692.453   352,378.618   MT  0.99986852   -0 57 41.2
 FE2306
 FE2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2306!SPC TN       -   0.99998046  x   0.99995079  =   0.99993125
 FE2306!UTM  16      -   0.99998046  x   0.99986852  =   0.99984898
 FE2306
 FE2306:                Primary Azimuth Mark                     Grid Az
 FE2306:SPC TN       -  TREZEVANT SIEGEL CO WATER TANK           013 23 54.2
 FE2306:UTM  16      -  TREZEVANT SIEGEL CO WATER TANK           012 48 57.7
 FE2306
 FE2306|---------------------------------------------------------------------|
 FE2306| PID    Reference Object                     Distance      Geod. Az  |
 FE2306|                                                           dddmmss.s |
 FE2306| GD1496 TREZEVANT SIEGEL CO WATER TANK      APPROX. 6.1 KM 0115116.5 |
 FE2306| FE2237 LEACH LOT                           APPROX.15.1 KM 1095707.1 |
 FE2306| CG3508 HOUSES AZ MK                                       1131622.8 |
 FE2306| CG3509 HOUSES RM 1                          24.242 METERS 18038     |
 FE2306| FE2310 MILAN ORDNANCE DEPOT D TANK         APPROX. 6.7 KM 2014946.9 |
 FE2306| FE2308 MILAN ORDNANCE DEPOT B TANK         APPROX. 8.5 KM 2083241.3 |
 FE2306| FE2307 MILAN ORDNANCE DEPOT A TANK         APPROX. 9.1 KM 2254030.6 |
 FE2306| FE2309 MILAN ORDNANCE DEPOT C TANK         APPROX. 7.2 KM 2320355.2 |
 FE2306| FE2385 MILAN RAD STA WKBJ MAST             APPROX.14.5 KM 2434147.9 |
 FE2306| FE2384 MILAN MUNICIPAL TANK                APPROX.12.0 KM 2474300.7 |
 FE2306| FE2383 MILAN COMPRESS TANK                 APPROX.11.4 KM 2490511.6 |
 FE2306| CG3510 HOUSES RM 2                          22.037 METERS 27840     |
 FE2306|---------------------------------------------------------------------|
 FE2306
 FE2306                          SUPERSEDED SURVEY CONTROL
 FE2306
 FE2306  NAD 83(1995)-  35 57 34.12094(N)    088 38 13.23426(W) AD(       ) 2
 FE2306  NAD 83(1986)-  35 57 34.12933(N)    088 38 13.22889(W) AD(       ) 2
 FE2306  NAD 27      -  35 57 33.89760(N)    088 38 13.02000(W) AD(       ) 2
 FE2306  NGVD 29 (07/19/86)  152.84   (m)          501.4    (f) LEVELING    3  
 FE2306
 FE2306.Superseded values are not recommended for survey control.
 FE2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2306.See file dsdata.txt to determine how the superseded data were derived.
 FE2306
 FE2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5237980692(NAD 83)
 FE2306_MARKER: DS = TRIANGULATION STATION DISK
 FE2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2306+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 FE2306
 FE2306  HISTORY     - Date     Condition        Report By
 FE2306  HISTORY     - 1958     MONUMENTED       CGS
 FE2306  HISTORY     - 20020426 GOOD             USACE
 FE2306
 FE2306                          STATION DESCRIPTION
 FE2306
 FE2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2306'THE STATION IS ABOUT 5 MILES SOUTHWEST OF TREZEVANT, ABOUT 3 MILES
 FE2306'SOUTHEAST OF ATWOOD AND ON A PROMINENT KNOLL OWNED BY EDGAR AND G. H.
 FE2306'COOK.  IT IS 29 FEET SOUTHEAST OF A 14 INCH HICKORY TREE, 16 FEET
 FE2306'SOUTHEAST OF AN 18 INCH TWIN OAK TREE, 8 FEET SOUTH OF A WHITE
 FE2306'WITNESS POST AND ON THE HIGHEST POINT OF THE KNOLL.  THE MONUMENT
 FE2306'PROJECTS 3 INCHES AND THE DISK IS STAMPED HOUSES 1958.
 FE2306'
 FE2306'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79 AND 70A AT
 FE2306'THE NORTH EDGE OF ATWOOD, GO EAST ON HIGHWAY 70A FOR 2.4 MILES TO A
 FE2306'CROSSROAD.  TURN RIGHT ON THE GRAVELED ROAD AND GO SOUTH FOR 0.95
 FE2306'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST ON THE
 FE2306'GRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 FE2306'WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 FE2306'LEFT.  CONTINUE WEST ON THE ROAD FOR 0.4 MILE TO A FRAME HOUSE
 FE2306'AND A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH ACROSS A
 FE2306'FIELD AND UP THE KNOLL FOR 0.25 MILE TO THE HIGHEST POINT AND THE
 FE2306'STATION.
 FE2306'
 FE2306'REFERENCE MARK 1 IS 88 FEET SOUTH OF THE WHITE WITNESS POST AND ON
 FE2306'THE SOUTH SLOPE OF THE KNOLL ABOUT 3 FEET LOWER THAN THE
 FE2306'STATION MARK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HOUSES
 FE2306'NO 1 1958.
 FE2306'
 FE2306'REFERENCE MARK 2 IS 72 FEET WEST OF THE WHITE WITNESS POST, 15 FEET
 FE2306'WEST OF A 12 INCH HICKORY TREE AND ON THE WEST SLOPE OF THE KNOLL
 FE2306'ABOUT 4 FEET LOWER THAN THE STATION MARK.  THE MONUMENT PROJECTS 2
 FE2306'INCHES AND THE DISK IS STAMPED HOUSES NO 2 1958.
 FE2306'
 FE2306'THE AZIMUTH MARK IS 35 FEET NORTHWEST OF A POWER LINE POLE, 22 FEET
 FE2306'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 3 FEET SOUTH OF A FENCE
 FE2306'CORNER AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MONUMENT
 FE2306'PROJECTS 3 IN AND THE DISK IS STAMPED HOUSES 1958.
 FE2306'
 FE2306'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS
 FE2306
 FE2306                          STATION RECOVERY (2002)
 FE2306
 FE2306'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1591 ***********************************************************************
 FD1591  DESIGNATION -  HOUSTON
 FD1591  PID         -  FD1591
 FD1591  STATE/COUNTY-  TN/WAYNE
 FD1591  USGS QUAD   -  MARTINS MILLS (1950)
 FD1591
 FD1591                         *CURRENT SURVEY CONTROL
 FD1591  ___________________________________________________________________
 FD1591* NAD 83(1995)-  35 13 08.04389(N)    087 52 56.01753(W)     ADJUSTED  
 FD1591* NAVD 88     -       268.0    (meters)     879.     (feet)  VERTCON   
 FD1591  ___________________________________________________________________
 FD1591  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FD1591  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD1591
 FD1591  HORZ ORDER  -  FIRST
 FD1591
 FD1591.The horizontal coordinates were established by classical geodetic methods
 FD1591.and adjusted by the National Geodetic Survey in April 1999..
 FD1591
 FD1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1591
 FD1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1591
 FD1591.The geoid height was determined by GEOID03.
 FD1591
 FD1591;                    North         East     Units Scale Factor Converg.
 FD1591;SPC TN       -    99,902.112   428,643.381   MT  1.00000563   -1 06 06.9
 FD1591;SPC TN       -   327,762.18  1,406,307.49   sFT  1.00000563   -1 06 06.9
 FD1591;UTM  16      - 3,897,675.305   419,709.229   MT  0.99967945   -0 30 31.7
 FD1591
 FD1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1591!SPC TN       -   0.99996229  x   1.00000563  =   0.99996792
 FD1591!UTM  16      -   0.99996229  x   0.99967945  =   0.99964175
 FD1591
 FD1591|---------------------------------------------------------------------|
 FD1591| PID    Reference Object                     Distance      Geod. Az  |
 FD1591|                                                           dddmmss.s |
 FD1591| CG6545 HOUSTON RM 2                         29.523 METERS 00643     |
 FD1591| FD1605 HASSELL RM 2                        APPROX.15.0 KM 0260459.0 |
 FD1591| FD1587 COLLINGWOOD CONCRETE STACK          APPROX.14.5 KM 1104522.0 |
 FD1591| FE2245 OLIVE HILL ATT MW KYN               APPROX.16.3 KM 2653531.9 |
 FD1591| CG6544 HOUSTON RM 1                         28.623 METERS 26936     |
 FD1591| FD1593 HOUSTON RM A                         26.369 METERS 30635     |
 FD1591| FD1612 HOLLAND RIM 11 LOT                  APPROX. 7.1 KM 3242906.2 |
 FD1591| CG6543 HOUSTON AZ MK                                      3400003.6 |
 FD1591|---------------------------------------------------------------------|
 FD1591
 FD1591                          SUPERSEDED SURVEY CONTROL
 FD1591
 FD1591  NAD 83(1995)-  35 13 08.04744(N)    087 52 56.01846(W) AD(       ) 1
 FD1591  NAD 83(1995)-  35 13 08.04750(N)    087 52 56.01857(W) AD(       ) 1
 FD1591  NAD 83(1995)-  35 13 08.04975(N)    087 52 56.01697(W) AD(       ) 1
 FD1591  NAD 83(1986)-  35 13 08.05300(N)    087 52 56.01577(W) AD(       ) 1
 FD1591  NAD 27      -  35 13 07.76500(N)    087 52 55.91100(W) AD(       ) 1
 FD1591  NGVD 29 (07/19/86)  268.0    (m)          879.     (f) VERT ANG       
 FD1591
 FD1591.Superseded values are not recommended for survey control.
 FD1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1591.See file dsdata.txt to determine how the superseded data were derived.
 FD1591
 FD1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1970997675(NAD 83)
 FD1591_MARKER: DS = TRIANGULATION STATION DISK
 FD1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1591_MARK LOGO: CGS   
 FD1591
 FD1591  HISTORY     - Date     Condition        Report By
 FD1591  HISTORY     - 1934     MONUMENTED       CGS
 FD1591  HISTORY     - 1950     GOOD             TVA
 FD1591  HISTORY     - 1962     GOOD             TNHD
 FD1591  HISTORY     - 1970     GOOD             NGS
 FD1591
 FD1591                          STATION DESCRIPTION
 FD1591
 FD1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1591'ABOUT 10 MILES SOUTHWEST OF WAYNESBORO, 2.5 MILES EAST-SOUTHEAST OF
 FD1591'HOUSTON, 1 MILE
 FD1591'SOUTH OF INDIAN CREEK, 1 MILE NORTHEAST OF RAYBURN
 FD1591'CREEK, ON FLAT-TOPPED THICKLY
 FD1591'WOODED RIDGE, AND ON LAND OWNED BY
 FD1591'MESSRS HASSELL AND HAGGARD.  TO REACH FROM
 FD1591'HOUSTON, GO UP INDIAN
 FD1591'CREEK 2.5 MILES TO ROAD TO RIGHT (0.1 MILE BEYOND FORD),
 FD1591'FOLLOW ROAD TO
 FD1591'RIGHT, GO ABOUT 0.5 MILE TO FORD ACROSS INDIAN CREEK (END OF TRUCK
 FD1591'TRAVEL), CROSS CREEK,
 FD1591'FOLLOW MAIN ROAD PAST TWO SETS OF BUILDINGS TO
 FD1591'TRIPLE-NOTCH-BLAZED OAK TREE AT ROAD
 FD1591'FORKS ON RIDGE (1 MILE BEYOND
 FD1591'BUILDINGS), FOLLOW LEFT FORK, AND GO 350 FEET TO DIM
 FD1591'FORK TO RIGHT
 FD1591'AND STATION SITE.  STATION IS IN MIDDLE OF DIM ROAD LEADING LEFT FROM
 FD1591'MAIN ROAD, 315
 FD1591'FEET SOUTH-SOUTHEAST OF TRIPLE-NOTCH, BLAZED OAK TREE
 FD1591'AT ROAD FORK, 38 FEET SOUTHEAST
 FD1591'OF 18-INCH TRIANGLE-BLAZED HICKORY
 FD1591'TREE, 27 FEET SOUTHEAST OF 24-INCH
 FD1591'DOUBLE-TRIANGLE-BLAZED OAK TREE,
 FD1591'AND 20 FEET EAST OF MAIN WOODS ROAD.  SURFACE AND
 FD1591'UNDERGROUND MARKS
 FD1591'ARE STANDARD STATION DISKS IN CONCRETE.  SURFACE
 FD1591'MARK PROJECTS 6
 FD1591'INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1591'STANDARD REFERENCE DISKS IN
 FD1591'CONCRETE, PROJECTING 6 INCHES
 FD1591'ABOVE GROUND.  NO 1 IS 75 FEET SOUTHWEST OF
 FD1591'BLAZED HICKORY TREE, 65
 FD1591'FEET WEST OF MAIN WOODS ROAD, AND 93.94 FEET FROM STATION
 FD1591'S 89 DEG 37 MIN W.
 FD1591'NO 2 IS 60 FEET NORTH-NORTHEAST OF BLAZED OAK TREE,
 FD1591'42 FEET NORTHEAST OF MAIN
 FD1591'WOODS ROAD, AND 96.90 FEET FROM STATION N 06 DEG 42 MIN E.
 FD1591'AZIMUTH MARK IS 36 FEET NORTH-NORTHWEST OF
 FD1591'10-INCH TRIPLE-NOTCH-BLAZED OAK TREE AT ROAD FORKS, 20 FEET
 FD1591'WEST OF MAIN
 FD1591'WOODS ROAD, AND ABOUT 350 FEET FROM STATION N 20 DEG W.
 FD1591
 FD1591                          STATION RECOVERY (1950)
 FD1591
 FD1591'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (PHE)
 FD1591'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS AND AZIMUTH
 FD1591'MARK WERE ALSO
 FD1591'RECOVERED IN GOOD CONDITION.
 FD1591'
 FD1591'STATION IS LOCATED 2.5 MILES SE OF HOUSTON.  THE DISK IS STAMPED
 FD1591'HOUSTON 1934.
 FD1591'
 FD1591'A STEEL POST IS SET 2 FEET NE OF THE MARK.
 FD1591
 FD1591                          STATION RECOVERY (1962)
 FD1591
 FD1591'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD1591'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND
 FD1591'AS DESCRIBED EXCEPT
 FD1591'THE REFERENCE MARK DISK USED AS THE AZIMUTH MARK ON
 FD1591'WHICH THE WORD AZIMUTH WAS STAMPED
 FD1591'AZIMUTH.  THE HORIZONTAL DISTANCES
 FD1591'WERE MEASURED BETWEEN THE REFERENCE MARKS AND THE
 FD1591'STATION AND WERE
 FD1591'FOUND TO CHECK THE 1934 MEASUREMENTS.
 FD1591
 FD1591                          STATION RECOVERY (1970)
 FD1591
 FD1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1591'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FD1591'CONDITION.  THE DISTANCE AND DIRECTION COMPARED FAVORABLY
 FD1591'WITH THE 1934 OBSERVATIONS.  DUE TO CHANGES IN THE ROAD
 FD1591'A NEW DESCRIPTION FOLLOWS--
 FD1591'
 FD1591'THE STATION IS LOCATED ABOUT 20 MILES EAST OF SAVANNAH, 10
 FD1591'MILES SOUTHWEST OF WAYNESBORO, 2-1/2 MILES EAST-SOUTHWEST OF
 FD1591'HOUSTON AND ON PROPERTY OWNED BY MR. BILL HUGHES, COLLINWOOD,
 FD1591'TENNESSEE.
 FD1591'
 FD1591'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 64
 FD1591'AND STATE HIGHWAYS 69 AND 128 IN SAVANNAH, GO EAST ON U.S. HIGHWAY
 FD1591'64 FOR 15.9 MILES TO THE WAYNE-HARDIN COUNTY LINE.  CONTINUE ON
 FD1591'ON U.S. HIGHWAY 64 FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN
 FD1591'RIGHT AND GO EASTERLY ON WINDING ROAD FOR 3.05 MILES TO A SIDE
 FD1591'ROAD ON THE LEFT AND SIGN FIRE TOWER.  KEEP RIGHT FORK SOUTHERLY
 FD1591'DOWN HILL FOR 2.75 MILES TO A T-ROAD.  TURN LEFT AND GO
 FD1591'EASTERLY FOR 1.35 MILES TO A Y-FORK JUST AFTER PASSING A STORE
 FD1591'IN THE SMALL VILLAGE OF HOUSTON.  TAKE RIGHT FORK AND GO 0.35
 FD1591'MILE TO A BRIDGE OVER INDIAN CREEK.  CONTINUE SOUTHERLY ON
 FD1591'GRAVELED ROAD FOR 2.15 MILES TO A GATE ON THE LEFT JUST AFTER
 FD1591'PASSING FARM HOUSE.  TURN LEFT THROUGH GATE AND GO 0.1 MILE TO
 FD1591'A GATE.  CONTINUE EASTERLY ON FIELD ROAD FOR 0.2 MILE TO A
 FD1591'GATE.  CONTINUE ON THE FIELD ROAD, ROAD, BEARING LEFT AND GO 0.15
 FD1591'MILE TO A FORK.  KEEP LEFT FORK UP HILL AND GO 0.75 MILE TO
 FD1591'FORKS AND THE STATION.
 FD1591'
 FD1591'THE STATION MARK IS A STANDARD DISK, STAMPED HOUSTON 1934, SET
 FD1591'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 FD1591'5 INCHES.  IT IS 26 FEET SOUTHEAST OF A 24 INCH TRIANGLE BLAZED
 FD1591'OAK TREE, 22 FEET SOUTH-SOUTHWEST OF A WOODS ROAD AND 3.0
 FD1591'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1591'
 FD1591'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOUSTON NO 1 1934,
 FD1591'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FD1591'PROJECTS 6 INCHES.  IT IS 96 FEET WEST OF THE METAL WITNESS
 FD1591'POST AND 88 FEET SOUTHWEST OF THE CENTER OF THE WOODS ROAD.
 FD1591'
 FD1591'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOUSTON NO 2 1934,
 FD1591'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 FD1591'6 INCHES.  IT IS 98.7 FEET NORTH OF THE METAL WITNESS POST, 50
 FD1591'FEET NORTHEAST OF THE WOODS ROAD AND 6 FEET SOUTH-SOUTHEAST
 FD1591'OF A 15-INCH PINE TREE.
 FD1591'
 FD1591'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 FD1591'HOUSTON AZIMUTH 1934, SET IN THE TOP OF A 12-INCH ROUND
 FD1591'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 21 FEET WEST
 FD1591'OF THE CENTER OF THE WOODS ROAD, 4.5 FEET EAST OF A 12-INCH
 FD1591'OAK TREE AND 1.7 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 FD1591'SIGN ATTACHED.
 FD1591'
 FD1591'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH-NORTHWEST
 FD1591'ON WOODS ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2573 ***********************************************************************
 GC2573  DESIGNATION -  HOUSTON
 GC2573  PID         -  GC2573
 GC2573  STATE/COUNTY-  TN/HOUSTON
 GC2573  USGS QUAD   -  ELLIS MILLS (1982)
 GC2573
 GC2573                         *CURRENT SURVEY CONTROL
 GC2573  ___________________________________________________________________
 GC2573* NAD 83(1995)-  36 20 21.42341(N)    087 33 51.44420(W)     ADJUSTED  
 GC2573* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GC2573  ___________________________________________________________________
 GC2573  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC2573  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2573
 GC2573  HORZ ORDER  -  THIRD
 GC2573
 GC2573.The horizontal coordinates were established by classical geodetic methods
 GC2573.and adjusted by the National Geodetic Survey in April 1999..
 GC2573
 GC2573.The orthometric height was scaled from a topographic map.
 GC2573
 GC2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2573
 GC2573.The geoid height was determined by GEOID03.
 GC2573
 GC2573;                    North         East     Units Scale Factor Converg.
 GC2573;SPC TN       -   223,684.213   459,572.237   MT  0.99998719   -0 54 56.9
 GC2573;SPC TN       -   733,870.62  1,507,779.91   sFT  0.99998719   -0 54 56.9
 GC2573;UTM  16      - 4,021,728.877   449,360.372   MT  0.99963159   -0 20 03.8
 GC2573
 GC2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2573!SPC TN       -   0.99997445  x   0.99998719  =   0.99996165
 GC2573!UTM  16      -   0.99997445  x   0.99963159  =   0.99960605
 GC2573
 GC2573|---------------------------------------------------------------------|
 GC2573| PID    Reference Object                     Distance      Geod. Az  |
 GC2573|                                                           dddmmss.s |
 GC2573| CG6544 HOUSTON RM 1                         46.110 METERS 05809     |
 GC2573| GC2568 MARION                              APPROX.11.5 KM 1021717.8 |
 GC2573| CG6545 HOUSTON RM 2                         48.235 METERS 23822     |
 GC2573| CG6543 HOUSTON AZ MK                                      2510638.8 |
 GC2573|---------------------------------------------------------------------|
 GC2573
 GC2573                          SUPERSEDED SURVEY CONTROL
 GC2573
 GC2573  NAD 83(1995)-  36 20 21.42491(N)    087 33 51.44677(W) AD(       ) 3
 GC2573  NAD 83(1995)-  36 20 21.42678(N)    087 33 51.44847(W) AD(       ) 3
 GC2573  NAD 83(1986)-  36 20 21.43298(N)    087 33 51.44761(W) AD(       ) 3
 GC2573  NAD 27      -  36 20 21.23800(N)    087 33 51.39400(W) AD(       ) 3
 GC2573
 GC2573.Superseded values are not recommended for survey control.
 GC2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2573.See file dsdata.txt to determine how the superseded data were derived.
 GC2573
 GC2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4936021729(NAD 83)
 GC2573_MARKER: DS = TRIANGULATION STATION DISK
 GC2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2573_STAMPING: HOUSTON 1934
 GC2573_MARK LOGO: CGS   
 GC2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2573+STABILITY: SURFACE MOTION
 GC2573
 GC2573  HISTORY     - Date     Condition        Report By
 GC2573  HISTORY     - 1934     MONUMENTED       CGS
 GC2573  HISTORY     - 1953     GOOD             CGS
 GC2573
 GC2573                          STATION DESCRIPTION
 GC2573
 GC2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2573'ABOUT 1.5 MILES BY ROAD SOUTHWEST OF POINT WHERE STATE ROUTE 13
 GC2573'CROSSES YELLOW CREEK, NEAR COUNTY LINE, 112.5 FEET SOUTHWEST OF
 GC2573'WOODEN COUNTY-LINE MARKER, 33.6 FEET SOUTH FROM CENTER LINE OF STATE
 GC2573'ROUTE 13, AND 21.9 FEET FROM 16-INCH BLACK-OAK TREE. SURFACE AND
 GC2573'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2573'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GC2573'IN CONCRETE.  NO. 1 IS ON EDGE OF CULTIVATED FIELD, 42.0
 GC2573'FEET SOUTHEAST OF CENTER LINE OF ROAD, 33.3 FEET FROM
 GC2573'SOUTHEAST END OF CONCRETE CULVERT WALL, AND 151.28 FEET FROM STATION,
 GC2573'N 58 DEG 09 MIN E.  NO. 2 IS ON EDGE OF CULTIVATED FIELD, 6
 GC2573'FEET ABOVE AND 24.8 FEET SOUTHEAST OF CENTER LINE OF ROAD, AND
 GC2573'158.25 FEET FROM STATION, S 58 DEG 22 MIN W.  AZIMUTH MARK IS ON
 GC2573'EDGE OF WOODS, 6 FEET ABOVE AND AND 77.0 FEET FROM CENTER LINE
 GC2573'OF ROAD, 21.8 FEET FROM CENTER LINE OF OLD WOODS TRAIL, 19.4 FEET
 GC2573'FROM 14-INCH CHESTNUT TREE, AND 1,000 FEET FROM STATION,
 GC2573'S 71 DEG 06 MIN 38 SEC W.  JOHN HAGGIES HOUSE, EAST CHIMNEY, RIGHT
 GC2573'EDGE OF COLLAR, IS 270 FEET FROM STATION, N 66 DEG 37 MIN E.
 GC2573
 GC2573                          STATION RECOVERY (1953)
 GC2573
 GC2573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2573'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2573'CONDITION. THE STATION MARK WAS USED AS AN AZIMUTH MARK FOR
 GC2573'TRIANGULATION STATION SHILOH, BUT WAS NOT OCCUPIED BY THIS PARTY.
 GC2573'
 GC2573'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 13,
 GC2573'WHICH IS ABOUT 1.0 MILE EAST OF ERIN, GO EAST ON HIGHWAY 13 FOR
 GC2573'6.35 MILES TO A GRAVEL ROAD LEFT. CONTINUE EAST ON HIGHWAY FOR 0.35
 GC2573'MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1593 ***********************************************************************
 FD1593  DESIGNATION -  HOUSTON RM A
 FD1593  PID         -  FD1593
 FD1593  STATE/COUNTY-  TN/WAYNE
 FD1593  USGS QUAD   -  MARTINS MILLS (1950)
 FD1593
 FD1593                         *CURRENT SURVEY CONTROL
 FD1593  ___________________________________________________________________
 FD1593* NAD 83(1995)-  35 13 08.55394(N)    087 52 56.85471(W)     ADJUSTED  
 FD1593* NAVD 88     -       267.4    (meters)     877.     (feet)  VERTCON   
 FD1593  ___________________________________________________________________
 FD1593  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FD1593  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD1593
 FD1593  HORZ ORDER  -  FIRST
 FD1593
 FD1593.The horizontal coordinates were established by classical geodetic methods
 FD1593.and adjusted by the National Geodetic Survey in April 1999..
 FD1593
 FD1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1593
 FD1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1593
 FD1593.The geoid height was determined by GEOID03.
 FD1593
 FD1593;                    North         East     Units Scale Factor Converg.
 FD1593;SPC TN       -    99,918.235   428,622.515   MT  1.00000561   -1 06 07.4
 FD1593;SPC TN       -   327,815.08  1,406,239.03   sFT  1.00000561   -1 06 07.4
 FD1593;UTM  16      - 3,897,691.206   419,688.204   MT  0.99967949   -0 30 32.2
 FD1593
 FD1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1593!SPC TN       -   0.99996238  x   1.00000561  =   0.99996799
 FD1593!UTM  16      -   0.99996238  x   0.99967949  =   0.99964189
 FD1593
 FD1593:                Primary Azimuth Mark                     Grid Az
 FD1593:SPC TN       -  HASSELL RM 2                             027 17 01.5
 FD1593:UTM  16      -  HASSELL RM 2                             026 41 26.3
 FD1593
 FD1593|---------------------------------------------------------------------|
 FD1593| PID    Reference Object                     Distance      Geod. Az  |
 FD1593|                                                           dddmmss.s |
 FD1593| FD1605 HASSELL RM 2                        APPROX.15.0 KM 0261054.1 |
 FD1593| FD1591 HOUSTON                              26.369 METERS 12635     |
 FD1593| FE2245 OLIVE HILL ATT MW KYN               APPROX.16.3 KM 2653152.8 |
 FD1593| FD1612 HOLLAND RIM 11 LOT                  APPROX. 7.1 KM 3243302.5 |
 FD1593|---------------------------------------------------------------------|
 FD1593
 FD1593                          SUPERSEDED SURVEY CONTROL
 FD1593
 FD1593  NAD 83(1995)-  35 13 08.55748(N)    087 52 56.85563(W) AD(       ) 1
 FD1593  NAD 83(1995)-  35 13 08.55755(N)    087 52 56.85575(W) AD(       ) 1
 FD1593  NAD 83(1995)-  35 13 08.55979(N)    087 52 56.85414(W) AD(       ) 1
 FD1593  NAD 83(1986)-  35 13 08.56311(N)    087 52 56.85307(W) AD(       ) 1
 FD1593  NAD 27      -  35 13 08.27506(N)    087 52 56.74816(W) AD(       ) 1
 FD1593  NGVD 29 (07/19/86)  267.4    (m)          877.     (f) VERT ANG       
 FD1593
 FD1593.Superseded values are not recommended for survey control.
 FD1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1593.See file dsdata.txt to determine how the superseded data were derived.
 FD1593
 FD1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1968897691(NAD 83)
 FD1593_MARKER: DS = TRIANGULATION STATION DISK
 FD1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1593_MARK LOGO: CGS   
 FD1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1593+STABILITY: SURFACE MOTION
 FD1593
 FD1593  HISTORY     - Date     Condition        Report By
 FD1593  HISTORY     - 1970     MONUMENTED       CGS
 FD1593
 FD1593                          STATION DESCRIPTION
 FD1593
 FD1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FD1593'THE STATION IS LOCATED ABOUT 20 MILES EAST OF SAVANNAH, 10
 FD1593'MILES SOUTHWEST OF WAYNESBORO, 2-1/2 MILES EAST-SOUTHEAST OF
 FD1593'HOUSTON AND ON PROPERTY OWNED BY MR. BILL HUGHES OF COLLINWOOD,
 FD1593'TENNESSEE.
 FD1593'
 FD1593'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK
 FD1593'DISK STAMPED HOUSTON RM A 1970, SET IN THE TOP OF A ROUND
 FD1593'CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4
 FD1593'INCHES ABOVE THE GROUND SURFACE.  IT IS 89.5 FEET WEST OF A
 FD1593'METAL WITNESS POST WITH SIGN ATTACHED, 15 FEET SOUTH OF A 12-INCH
 FD1593'PINE TREE WITH A TRIANGULAR BLAZE AND 14 FEET NORTH OF A 12-INCH
 FD1593'OAK TREE WITH A TRIANGULAR BLAZE.
 FD1593'
 FD1593'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HOUSTON
 FD1593'1934, THE DIRECTION AND THE DISTANCE, REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1284 ***********************************************************************
 FC1284  DESIGNATION -  HOWARD
 FC1284  PID         -  FC1284
 FC1284  STATE/COUNTY-  TN/HAMILTON
 FC1284  USGS QUAD   -  CHATTANOOGA (1976)
 FC1284
 FC1284                         *CURRENT SURVEY CONTROL
 FC1284  ___________________________________________________________________
 FC1284* NAD 83(1995)-  35 01 33.58953(N)    085 18 11.35795(W)     ADJUSTED  
 FC1284* NAVD 88     -       211.722  (meters)     694.62   (feet)  ADJUSTED  
 FC1284  ___________________________________________________________________
 FC1284  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 FC1284  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1284  DYNAMIC HT  -         211.512 (meters)     693.94  (feet)  COMP
 FC1284  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 FC1284
 FC1284  HORZ ORDER  -  SECOND
 FC1284  VERT ORDER  -  FIRST     CLASS II
 FC1284
 FC1284.The horizontal coordinates were established by classical geodetic methods
 FC1284.and adjusted by the National Geodetic Survey in April 1999..
 FC1284
 FC1284.The orthometric height was determined by differential leveling
 FC1284.and adjusted by the National Geodetic Survey in June 1991..
 FC1284
 FC1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1284
 FC1284.The geoid height was determined by GEOID03.
 FC1284
 FC1284.The dynamic height is computed by dividing the NAVD 88
 FC1284.geopotential number by the normal gravity value computed on the
 FC1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1284.degrees latitude (g = 980.6199 gals.).
 FC1284
 FC1284.The modeled gravity was interpolated from observed gravity values.
 FC1284
 FC1284;                    North         East     Units Scale Factor Converg.
 FC1284;SPC TN       -    77,078.823   663,596.036   MT  1.00004708   +0 24 28.7
 FC1284;SPC TN       -   252,882.77  2,177,147.99   sFT  1.00004708   +0 24 28.7
 FC1284;UTM  16      - 3,877,241.894   654,798.713   MT  0.99989533   +0 58 26.7
 FC1284
 FC1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1284!SPC TN       -   0.99997142  x   1.00004708  =   1.00001850
 FC1284!UTM  16      -   0.99997142  x   0.99989533  =   0.99986676
 FC1284
 FC1284|---------------------------------------------------------------------|
 FC1284| PID    Reference Object                     Distance      Geod. Az  |
 FC1284|                                                           dddmmss.s |
 FC1284| FC1283 HOWARD RM 1                          17.009 METERS 13335     |
 FC1284| EE2060 CHATTANOOGA TENN PROD CHEM STK      APPROX. 3.8 KM 1940629.3 |
 FC1284| FC1286 L 245                                              2992849.9 |
 FC1284| FC1285 HOWARD RM 2                          17.378 METERS 30241     |
 FC1284| FC1865 ELDER MOUNTAIN TSFS LOT SC 28       APPROX. 7.5 KM 3085858.4 |
 FC1284| FC1860 SIGNAL MT ATT RELAY TOWER           APPROX.11.8 KM 3461737.8 |
 FC1284|---------------------------------------------------------------------|
 FC1284
 FC1284                          SUPERSEDED SURVEY CONTROL
 FC1284
 FC1284  NAD 83(1995)-  35 01 33.58996(N)    085 18 11.35800(W) AD(       ) 2
 FC1284  NAD 83(1995)-  35 01 33.58997(N)    085 18 11.36052(W) AD(       ) 2
 FC1284  NAD 83(1995)-  35 01 33.59067(N)    085 18 11.35844(W) AD(       ) 2
 FC1284  NAD 83(1986)-  35 01 33.59091(N)    085 18 11.35812(W) AD(       ) 2
 FC1284  NAD 27      -  35 01 33.32490(N)    085 18 11.51200(W) AD(       ) 2
 FC1284  NGVD 29 (??/??/92)  211.753  (m)          694.73   (f) ADJ UNCH    1 2
 FC1284
 FC1284.Superseded values are not recommended for survey control.
 FC1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1284.See file dsdata.txt to determine how the superseded data were derived.
 FC1284
 FC1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5479977242(NAD 83)
 FC1284_MARKER: DE = TRAVERSE STATION DISK
 FC1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1284_STAMPING: HOWARD 1961
 FC1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1284+STABILITY: SURFACE MOTION
 FC1284
 FC1284  HISTORY     - Date     Condition        Report By
 FC1284  HISTORY     - 1961     MONUMENTED       CGS
 FC1284  HISTORY     - 1962     GOOD             NGS
 FC1284  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1284
 FC1284                          STATION DESCRIPTION
 FC1284
 FC1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1284'THE STATION IS LOCATED SOUTH OF THE MAIN BUSINESS DISTRICT IN
 FC1284'CHATTANOOGA. IT IS ABOUT 0.25 MILE NORTHWEST OF HOWARD HIGH
 FC1284'SCHOOL AND IS ON THE RIGHT-OF-WAY OF THE NEW INTERSTATE HIGHWAY.
 FC1284'
 FC1284'TO REACH THE STATION FROM THE INTERSECTION OF EAST 23RD STREET AND
 FC1284'ROSSVILLE BOULEVARD, GO NORTHWEST ON U.S. HIGHWAY 41 CITY BYPASS
 FC1284'FOR 0.35 MILE TO THE STATION ON THE RIGHT JUST AFTER CROSSING
 FC1284'RAILROAD OVERPASS.
 FC1284'
 FC1284'THE STATION MARK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 FC1284'GROUND. IT IS 57.4 FEET SOUTHEAST OF A METAL LIGHT POLE, 54.0 FEET
 FC1284'NORTHWEST OF THE NORTHWEST END OF THE OVERPASS, 30.0 FEET NORTHEAST
 FC1284'OF THE APPROXIMATE CENTER OF THE NORTHWEST BOUND TRAFFIC LANE AND
 FC1284'3.0 FEET SOUTHWEST OF EDGE OF HIGHWAY RIGHT-OF-WAY FILL. IT IS A
 FC1284'STANDARD TRAVERSE DISK STAMPED HOWARD 1961.
 FC1284'
 FC1284'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILLED HOLE IN THE SIDEWALK IN
 FC1284'THE NORTHWEST END OF THE OVERPASS. IT IS 28.0 FEET NORTHEAST OF
 FC1284'THE APPROXIMATE CENTER OF THE NORTHWEST BOUND TRAFFIC LANE. IT IS A
 FC1284'STANDARD DISK STAMPED HOWARD NO 1 1961.
 FC1284'
 FC1284'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILLED HOLE IN THE CONCRETE
 FC1284'BASE OF A METAL LIGHT POLE. IT IS 29.0 FEET NORTHEAST OF THE
 FC1284'APPROXIMATE CENTER OF THE NORTHWEST BOUND TRAFFIC LANE. IT IS A
 FC1284'STANDARD DISK STAMPED HOWARD NO 2 1961.
 FC1284'
 FC1284'TO REACH THE BENCH MARK L 245 1961 FROM THE STATION, CONTINUE
 FC1284'NORTHWEST ON THE INTERSTATE HIGHWAY FOR 0.4 MILE TO THE OVERPASS
 FC1284'OVER BROAD STREET AND THE BENCH MARK ON THE RIGHT IN THE SIDEWALK AT
 FC1284'THE SOUTHEAST END OF THE OVERPASS.
 FC1284'
 FC1284'THE BENCH MARK IS CEMENTED IN A DRILLED HOLE IN THE SIDEWALK, 39.0
 FC1284'FEET EAST OF THE APPROXIMATE CENTER OF THE INTERSTATE HIGHWAY
 FC1284'OVERPASS, 1 FOOT EAST OF THE WEST SIDE OF SIDEWALK AND 1 FOOT
 FC1284'NORTHWEST OF THE SOUTHEAST END OF THE OVERPASS.  IT IS A STANDARD C
 FC1284'AND GS BENCH MARK DISK AND IS STAMPED L 245 1961. THE BENCH MARK WILL
 FC1284'SERVE AS AN AZIMUTH.
 FC1284'
 FC1284'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 FC1284
 FC1284                          STATION RECOVERY (1962)
 FC1284
 FC1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1284'AT CHATTANOOGA.
 FC1284'FROM THE BRIDGE ON INTERSTATE HIGHWAY 75 OVER BROAD STREET
 FC1284'IN CHATTANOOGA GO SOUTHEAST ON INTERSTATE HIGHWAY 75 FOR 0.85
 FC1284'MILES TO THE HIGHWAY BRIDGE OVER THE JUNCTION OF THE SOUTHERN
 FC1284'RAILROAD AND THE CENTRAL OF GEORGIA RAILROAD AND THE MARK
 FC1284'ON THE LEFT, 57.4 FEET SOUTHEAST OF A METAL LIGHT POLE, 54 FEET
 FC1284'NORTHWEST OF THE NORTHWEST END OF THE BRIDGE, 30 FEET NORTHEAST
 FC1284'OF THE NORTHWEST BOUND LANE, AND 3 FEET SOUTHEAST OF THE NORTHEAST
 FC1284'EDGE OF THE BRIDGE FILL.  A STANDARD DISK SET IN THE TOP OF A
 FC1284'CONCRETE POST, FLUSH, AND ABOUT LEVEL WITH THE HIGHWAY.
 FC1284
 FC1284                          STATION RECOVERY (1983)
 FC1284
 FC1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1284'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1945 ***********************************************************************
 GC1945  DESIGNATION -  HOWARD RESET
 GC1945  PID         -  GC1945
 GC1945  STATE/COUNTY-  TN/DAVIDSON
 GC1945  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1945
 GC1945                         *CURRENT SURVEY CONTROL
 GC1945  ___________________________________________________________________
 GC1945* NAD 83(1986)-  36 09 11.     (N)    086 46 02.     (W)     SCALED    
 GC1945* NAVD 88     -       158.69   (meters)     520.6    (feet)  RESET     
 GC1945  ___________________________________________________________________
 GC1945  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1945
 GC1945  VERT ORDER  -  THIRD
 GC1945
 GC1945.The horizontal coordinates were scaled from a topographic map and have
 GC1945.an estimated accuracy of +/- 6 seconds.
 GC1945
 GC1945.The orthometric height was computed from unverified reset data.
 GC1945.No vertical observational check was made to the station.
 GC1945
 GC1945.The geoid height was determined by GEOID03.
 GC1945
 GC1945;                    North         East    Units  Estimated Accuracy
 GC1945;SPC TN       -   202,170.      530,960.      MT  (+/- 180 meters Scaled)
 GC1945
 GC1945                          SUPERSEDED SURVEY CONTROL
 GC1945
 GC1945  NGVD 29 (10/12/01)  158.72   (m)          520.7    (f) RESET       3  
 GC1945
 GC1945.Superseded values are not recommended for survey control.
 GC1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1945.See file dsdata.txt to determine how the superseded data were derived.
 GC1945
 GC1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF209009(NAD 83)
 GC1945_MARKER: DS = TRIANGULATION STATION DISK
 GC1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1945_STAMPING: HOWARD 1959 1975
 GC1945_MARK LOGO: NGS   
 GC1945_PROJECTION: FLUSH
 GC1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1945+STABILITY: SURFACE MOTION
 GC1945
 GC1945  HISTORY     - Date     Condition        Report By
 GC1945  HISTORY     - 1975     MONUMENTED       NGS
 GC1945
 GC1945                          STATION DESCRIPTION
 GC1945
 GC1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GC1945'IN NASHVILLE.
 GC1945'SOUTHEAST OF THE METRO OFFICE BUILDINGS, JUST SOUTH OF THE CHILDRENS
 GC1945'MUSEUM, IN A PAVED PARKING LOT, 99 FEET NORTH OF THE CENTERLINE OF
 GC1945'LINDSLEY AVENUE, 104 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 GC1945'BRICK BUILDING, 68 FEET NORTH OF THE CENTER OF A ROCK WALL,96
 GC1945'FEET EAST OF THE EAST WALL OF THE BRICK BUILDING, 72 FEET NORTHWEST
 GC1945'OF A 24-INCH TREE, AND 75 FEET SOUTHEAST OF A WOODEN LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1283 ***********************************************************************
 FC1283  DESIGNATION -  HOWARD RM 1
 FC1283  PID         -  FC1283
 FC1283  STATE/COUNTY-  TN/HAMILTON
 FC1283  USGS QUAD   -  CHATTANOOGA (1976)
 FC1283
 FC1283                         *CURRENT SURVEY CONTROL
 FC1283  ___________________________________________________________________
 FC1283* NAD 83(1986)-  35 01 33.     (N)    085 18 11.     (W)     SCALED    
 FC1283* NAVD 88     -       211.969  (meters)     695.43   (feet)  ADJUSTED  
 FC1283  ___________________________________________________________________
 FC1283  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1283  DYNAMIC HT  -         211.759 (meters)     694.75  (feet)  COMP
 FC1283  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 FC1283
 FC1283  VERT ORDER  -  FIRST     CLASS II
 FC1283
 FC1283.The horizontal coordinates were scaled from a topographic map and have
 FC1283.an estimated accuracy of +/- 6 seconds.
 FC1283
 FC1283.The orthometric height was determined by differential leveling
 FC1283.and adjusted by the National Geodetic Survey in June 1991..
 FC1283.WARNING-Repeat measurements at this control monument indicate possible
 FC1283.vertical movement.
 FC1283
 FC1283.The geoid height was determined by GEOID03.
 FC1283
 FC1283.The dynamic height is computed by dividing the NAVD 88
 FC1283.geopotential number by the normal gravity value computed on the
 FC1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1283.degrees latitude (g = 980.6199 gals.).
 FC1283
 FC1283.The modeled gravity was interpolated from observed gravity values.
 FC1283
 FC1283;                    North         East    Units  Estimated Accuracy
 FC1283;SPC TN       -    77,060.      663,610.      MT  (+/- 180 meters Scaled)
 FC1283
 FC1283                          SUPERSEDED SURVEY CONTROL
 FC1283
 FC1283  NGVD 29 (??/??/92)  212.001  (m)          695.54   (f) ADJ UNCH    1 2
 FC1283
 FC1283.Superseded values are not recommended for survey control.
 FC1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1283.See file dsdata.txt to determine how the superseded data were derived.
 FC1283
 FC1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD548772(NAD 83)
 FC1283_MARKER: DR = REFERENCE MARK DISK
 FC1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1283_SP_SET: BRIDGE
 FC1283_STAMPING: HOWARD NO 1 1961
 FC1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1283
 FC1283  HISTORY     - Date     Condition        Report By
 FC1283  HISTORY     - 1961     MONUMENTED       CGS
 FC1283  HISTORY     - 1962     GOOD             NGS
 FC1283  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1283
 FC1283                          STATION DESCRIPTION
 FC1283
 FC1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1283'AT CHATTANOOGA.
 FC1283'THIS MARK IS LOCATED AT THE HOWARD 1961 STATION SITE, CEMENTED
 FC1283'IN A DRILLED HOLE IN THE NORTHWEST END OF THE NORTHEAST SIDEWALK
 FC1283'OF A BRIDGE ON THE NORTHWEST BOUND LANE, 113.1 FEET SOUTHEAST
 FC1283'OF R.M. NO. 2, 56.1 FEET SOUTHEAST OF THE STATION MARK, 28
 FC1283'FEET NORTHEAST OF THE NORTHWEST BOUND LANE AND 6 INCHES ABOVE
 FC1283'THE ROAD LEVEL.
 FC1283
 FC1283                          STATION RECOVERY (1983)
 FC1283
 FC1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1283'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0650 ***********************************************************************
 GC0650  DESIGNATION -  HOWARD RM 1
 GC0650  PID         -  GC0650
 GC0650  STATE/COUNTY-  TN/DAVIDSON
 GC0650  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0650
 GC0650                         *CURRENT SURVEY CONTROL
 GC0650  ___________________________________________________________________
 GC0650* NAD 83(1986)-  36 09 11.     (N)    086 46 02.     (W)     SCALED    
 GC0650* NAVD 88     -       157.999  (meters)     518.37   (feet)  ADJUSTED  
 GC0650  ___________________________________________________________________
 GC0650  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0650  DYNAMIC HT  -         157.864 (meters)     517.93  (feet)  COMP
 GC0650  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 GC0650
 GC0650  VERT ORDER  -  SECOND    CLASS 0
 GC0650
 GC0650.The horizontal coordinates were scaled from a topographic map and have
 GC0650.an estimated accuracy of +/- 6 seconds.
 GC0650
 GC0650.The orthometric height was determined by differential leveling
 GC0650.and adjusted by the National Geodetic Survey in June 1991..
 GC0650
 GC0650.The geoid height was determined by GEOID03.
 GC0650
 GC0650.The dynamic height is computed by dividing the NAVD 88
 GC0650.geopotential number by the normal gravity value computed on the
 GC0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0650.degrees latitude (g = 980.6199 gals.).
 GC0650
 GC0650.The modeled gravity was interpolated from observed gravity values.
 GC0650
 GC0650;                    North         East    Units  Estimated Accuracy
 GC0650;SPC TN       -   202,170.      530,960.      MT  (+/- 180 meters Scaled)
 GC0650
 GC0650                          SUPERSEDED SURVEY CONTROL
 GC0650
 GC0650  NGVD 29 (??/??/92)  158.020  (m)          518.44   (f) ADJ UNCH    2 0
 GC0650
 GC0650.Superseded values are not recommended for survey control.
 GC0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0650.See file dsdata.txt to determine how the superseded data were derived.
 GC0650
 GC0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF209009(NAD 83)
 GC0650_MARKER: DR = REFERENCE MARK DISK
 GC0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0650_STAMPING: HOWARD NO 1 1959
 GC0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0650+STABILITY: SURFACE MOTION
 GC0650
 GC0650  HISTORY     - Date     Condition        Report By
 GC0650  HISTORY     - 1959     MONUMENTED       CGS
 GC0650  HISTORY     - 1960     GOOD             NGS
 GC0650  HISTORY     - 1975     MARK NOT FOUND   USGS
 GC0650
 GC0650                          STATION DESCRIPTION
 GC0650
 GC0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0650'AT NASHVILLE.
 GC0650'THIS MARK IS LOCATED AT THE HOWARD 1959 STATION SITE, 93.3 FT.
 GC0650'SOUTHWEST OF THE STATION MARK, 29 FT. NORTH OF THE CENTER OF
 GC0650'AN IRON GATE, 24 FT. NORTHWEST OF A SIGN UNIVERSITY OF NASHVILLE
 GC0650'TENNESSEE HISTORICAL COMMISSION AND 8 INCHES EAST OF AN IRON
 GC0650'POST, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 GC0650'OF THE GROUND.
 GC0650
 GC0650                          STATION RECOVERY (1975)
 GC0650
 GC0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GC0650'THE MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 GC0650'CONSTRUCTION OF A NEW OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1285 ***********************************************************************
 FC1285  DESIGNATION -  HOWARD RM 2
 FC1285  PID         -  FC1285
 FC1285  STATE/COUNTY-  TN/HAMILTON
 FC1285  USGS QUAD   -  CHATTANOOGA (1976)
 FC1285
 FC1285                         *CURRENT SURVEY CONTROL
 FC1285  ___________________________________________________________________
 FC1285* NAD 83(1986)-  35 01 33.     (N)    085 18 11.     (W)     SCALED    
 FC1285* NAVD 88     -       211.477  (meters)     693.82   (feet)  ADJUSTED  
 FC1285  ___________________________________________________________________
 FC1285  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FC1285  DYNAMIC HT  -         211.267 (meters)     693.13  (feet)  COMP
 FC1285  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 FC1285
 FC1285  VERT ORDER  -  SECOND    CLASS 0
 FC1285
 FC1285.The horizontal coordinates were scaled from a topographic map and have
 FC1285.an estimated accuracy of +/- 6 seconds.
 FC1285
 FC1285.The orthometric height was determined by differential leveling
 FC1285.and adjusted by the National Geodetic Survey in June 1991..
 FC1285
 FC1285.The geoid height was determined by GEOID03.
 FC1285
 FC1285.The dynamic height is computed by dividing the NAVD 88
 FC1285.geopotential number by the normal gravity value computed on the
 FC1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1285.degrees latitude (g = 980.6199 gals.).
 FC1285
 FC1285.The modeled gravity was interpolated from observed gravity values.
 FC1285
 FC1285;                    North         East    Units  Estimated Accuracy
 FC1285;SPC TN       -    77,060.      663,610.      MT  (+/- 180 meters Scaled)
 FC1285
 FC1285                          SUPERSEDED SURVEY CONTROL
 FC1285
 FC1285  NGVD 29 (??/??/92)  211.508  (m)          693.92   (f) ADJ UNCH    2 0
 FC1285
 FC1285.Superseded values are not recommended for survey control.
 FC1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1285.See file dsdata.txt to determine how the superseded data were derived.
 FC1285
 FC1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD548772(NAD 83)
 FC1285_MARKER: DR = REFERENCE MARK DISK
 FC1285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1285_SP_SET: BASE LIGHT POLE
 FC1285_STAMPING: HOWARD NO 2 1961
 FC1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1285
 FC1285  HISTORY     - Date     Condition        Report By
 FC1285  HISTORY     - 1961     MONUMENTED       CGS
 FC1285  HISTORY     - 1962     GOOD             NGS
 FC1285  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1285
 FC1285                          STATION DESCRIPTION
 FC1285
 FC1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1285'AT CHATTANOOGA.
 FC1285'THIS MARK IS LOCATED AT THE HOWARD 1961 STATION SITE, CEMENTED
 FC1285'IN A DRILLED HOLE IN THE BASE OF A LIGHT POLE, 113.1 FEET NORTHWEST
 FC1285'OF R.M. NO. 1, 57 FEET NORTHWEST OF THE STATION MARK, AND 29
 FC1285'FEET NORTHEAST OF THE NORTHWEST BOUND LANE.  A STANDARD REFERENCE
 FC1285'MARK DISK ABOUT LEVEL WITH THE ROAD.
 FC1285
 FC1285                          STATION RECOVERY (1983)
 FC1285
 FC1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1285'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1946 ***********************************************************************
 GC1946  DESIGNATION -  HOWARD RM 3
 GC1946  PID         -  GC1946
 GC1946  STATE/COUNTY-  TN/DAVIDSON
 GC1946  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1946
 GC1946                         *CURRENT SURVEY CONTROL
 GC1946  ___________________________________________________________________
 GC1946* NAD 83(1986)-  36 09 11.     (N)    086 46 02.     (W)     SCALED    
 GC1946* NAVD 88     -       158.38   (meters)     519.6    (feet)  RESET     
 GC1946  ___________________________________________________________________
 GC1946  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1946
 GC1946  VERT ORDER  -  THIRD
 GC1946
 GC1946.The horizontal coordinates were scaled from a topographic map and have
 GC1946.an estimated accuracy of +/- 6 seconds.
 GC1946
 GC1946.The orthometric height was computed from unverified reset data.
 GC1946.No vertical observational check was made to the station.
 GC1946
 GC1946.The geoid height was determined by GEOID03.
 GC1946
 GC1946;                    North         East    Units  Estimated Accuracy
 GC1946;SPC TN       -   202,170.      530,960.      MT  (+/- 180 meters Scaled)
 GC1946
 GC1946                          SUPERSEDED SURVEY CONTROL
 GC1946
 GC1946  NGVD 29 (10/12/01)  158.40   (m)          519.7    (f) RESET       3  
 GC1946
 GC1946.Superseded values are not recommended for survey control.
 GC1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1946.See file dsdata.txt to determine how the superseded data were derived.
 GC1946
 GC1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF209009(NAD 83)
 GC1946_MARKER: DR = REFERENCE MARK DISK
 GC1946_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC1946_SP_SET: ROCKWALL
 GC1946_STAMPING: HOWARD 1959 NO 3 1975
 GC1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1946
 GC1946  HISTORY     - Date     Condition        Report By
 GC1946  HISTORY     - 1975     MONUMENTED       NGS
 GC1946
 GC1946                          STATION DESCRIPTION
 GC1946
 GC1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GC1946'IN NASHVILLE.
 GC1946'LOCATED JUST SOUTHEAST OF THE METRO OFFICE BUILDINGS, JUST SOUTH
 GC1946'OF THE CHILDRENS MUSEUM, IN THE TOP AND CENTER OF A ROCK WALL, 5
 GC1946'FEET SOUTHWEST OF A HISTORICAL MARKER SIGN, 32 FEET NORTH OF THE
 GC1946'CENTERLINE OF LINDSLEY AVNEUE AND 58 FEET EAST OF THE CENTERLINE
 GC1946'OF DRIVEWAY TO PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1947 ***********************************************************************
 GC1947  DESIGNATION -  HOWARD RM 4
 GC1947  PID         -  GC1947
 GC1947  STATE/COUNTY-  TN/DAVIDSON
 GC1947  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1947
 GC1947                         *CURRENT SURVEY CONTROL
 GC1947  ___________________________________________________________________
 GC1947* NAD 83(1986)-  36 09 11.     (N)    086 46 02.     (W)     SCALED    
 GC1947* NAVD 88     -       157.91   (meters)     518.1    (feet)  RESET     
 GC1947  ___________________________________________________________________
 GC1947  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC1947
 GC1947  VERT ORDER  -  THIRD
 GC1947
 GC1947.The horizontal coordinates were scaled from a topographic map and have
 GC1947.an estimated accuracy of +/- 6 seconds.
 GC1947
 GC1947.The orthometric height was computed from unverified reset data.
 GC1947.No vertical observational check was made to the station.
 GC1947
 GC1947.The geoid height was determined by GEOID03.
 GC1947
 GC1947;                    North         East    Units  Estimated Accuracy
 GC1947;SPC TN       -   202,170.      530,960.      MT  (+/- 180 meters Scaled)
 GC1947
 GC1947                          SUPERSEDED SURVEY CONTROL
 GC1947
 GC1947  NGVD 29 (10/12/01)  157.93   (m)          518.1    (f) RESET       3  
 GC1947
 GC1947.Superseded values are not recommended for survey control.
 GC1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1947.See file dsdata.txt to determine how the superseded data were derived.
 GC1947
 GC1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF209009(NAD 83)
 GC1947_MARKER: DR = REFERENCE MARK DISK
 GC1947_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GC1947_SP_SET: CURB
 GC1947_STAMPING: HOWARD 1959 NO 4 1975
 GC1947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1947
 GC1947  HISTORY     - Date     Condition        Report By
 GC1947  HISTORY     - 1975     MONUMENTED       NGS
 GC1947
 GC1947                          STATION DESCRIPTION
 GC1947
 GC1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GC1947'IN NASHVILLE.
 GC1947'LOCATED JUST SOUTHEAST OF THE METRO OFFICE BUILDINGS, JUST SOUTH OF
 GC1947'THE CHILDRENS MUSEUM, IN THE TOP OF CONCRETE CURBING, 1 FOOT NORTH
 GC1947'OF THE SOUTH END OF THE CURB, 1 FOOT NORTHEAST OF THE SOUTHEAST
 GC1947'CORNER OF BRICK BUILDING, 53 FEET NORTH OF THE CENTERLINE OF
 GC1947'LINDSLEY AVENUE AND 30 FEET WEST OF THE CENTERLINE OF DRIVEWAY TO
 GC1947'PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2294 ***********************************************************************
 FE2294  DESIGNATION -  HOWLEY
 FE2294  PID         -  FE2294
 FE2294  STATE/COUNTY-  TN/CARROLL
 FE2294  USGS QUAD   -  MC LEMORESVILLE (1981)
 FE2294
 FE2294                         *CURRENT SURVEY CONTROL
 FE2294  ___________________________________________________________________
 FE2294* NAD 83(1995)-  35 52 59.08310(N)    088 32 22.64650(W)     ADJUSTED  
 FE2294* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 FE2294  ___________________________________________________________________
 FE2294  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2294  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2294
 FE2294  HORZ ORDER  -  SECOND
 FE2294
 FE2294.The horizontal coordinates were established by classical geodetic methods
 FE2294.and adjusted by the National Geodetic Survey in April 1999..
 FE2294
 FE2294.The orthometric height was scaled from a topographic map.
 FE2294
 FE2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2294
 FE2294.The geoid height was determined by GEOID03.
 FE2294
 FE2294;                    North         East     Units Scale Factor Converg.
 FE2294;SPC TN       -   174,917.780   370,718.089   MT  0.99994877   -1 29 12.5
 FE2294;SPC TN       -   573,876.08  1,216,264.26   sFT  0.99994877   -1 29 12.5
 FE2294;UTM  16      - 3,972,074.873   361,027.527   MT  0.99983798   -0 54 09.2
 FE2294
 FE2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2294!SPC TN       -   0.99997604  x   0.99994877  =   0.99992481
 FE2294!UTM  16      -   0.99997604  x   0.99983798  =   0.99981402
 FE2294
 FE2294:                Primary Azimuth Mark                     Grid Az
 FE2294:SPC TN       -  ANDERSON                                 052 04 35.4
 FE2294:UTM  16      -  ANDERSON                                 051 29 32.1
 FE2294
 FE2294|---------------------------------------------------------------------|
 FE2294| PID    Reference Object                     Distance      Geod. Az  |
 FE2294|                                                           dddmmss.s |
 FE2294| FE2234 ANDERSON                            APPROX. 7.0 KM 0503522.9 |
 FE2294| CG3511 HOWLEY AZ MK                                       2111810.9 |
 FE2294| CG3514 HOWLEY RM 1                          41.575 METERS 21325     |
 FE2294| CG3515 HOWLEY RM 2                          28.045 METERS 28551     |
 FE2294| CG3512 HOWLEY AZ MK 2                                     2911000.4 |
 FE2294| FE2295 HOWLEY RM 3                          25.210 METERS 31922     |
 FE2294|---------------------------------------------------------------------|
 FE2294
 FE2294                          SUPERSEDED SURVEY CONTROL
 FE2294
 FE2294  NAD 83(1995)-  35 52 59.08597(N)    088 32 22.65237(W) AD(       ) 2
 FE2294  NAD 83(1986)-  35 52 59.09415(N)    088 32 22.64689(W) AD(       ) 2
 FE2294  NAD 27      -  35 52 58.86500(N)    088 32 22.45900(W) AD(       ) 2
 FE2294
 FE2294.Superseded values are not recommended for survey control.
 FE2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2294.See file dsdata.txt to determine how the superseded data were derived.
 FE2294
 FE2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6102872075(NAD 83)
 FE2294_MARKER: DS = TRIANGULATION STATION DISK
 FE2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2294
 FE2294  HISTORY     - Date     Condition        Report By
 FE2294  HISTORY     - 1934     MONUMENTED       CGS
 FE2294  HISTORY     - 1958     GOOD             CGS
 FE2294
 FE2294                          STATION DESCRIPTION
 FE2294
 FE2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2294'ABOUT 10 MILES SOUTHWEST OF HUNTINGDON, ABOUT 2.5 MILES NORTH OF
 FE2294'CEDAR GROVE, ON PROPERTY OF W. T. HOWLEY, AT REAR OF MR.
 FE2294'HOWLEYS STORE, NEAR FENCE LINE, 15 FEET NORTHEAST OF NORTHEAST CORNER
 FE2294'OF SMALL SHED, 55.1 FEET EAST OF NORTHEAST CORNER OF
 FE2294'STORE, AND 132 FEET SOUTH-SOUTHEAST OF CENTER LINE OF U. S. ROUTE 70.
 FE2294'TO REACH FROM JUNCTION OF U. S. ROUTE 70 AND STATE ROUTE 104 AT
 FE2294'CEDAR GROVE, GO NORTH 2.5 MILES ON ROUTE 70 TO MR. HOWLEYS STORE.
 FE2294'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 FE2294'MARKS IN CONCRETE.  UPPER MARK PROJECTS 1
 FE2294'INCH ABOVE GROUND. REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 FE2294'DISKS IN CONCRETE. NO. 1 IS AT WESTERN EDGE OF
 FE2294'GARDEN, ABOUT 75 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF STORE,
 FE2294'AND 136.40 FEET FROM STATION S 33 DEG 25 MIN W. NO. 2
 FE2294'IS 3 FEET NORTH OF NORTHWEST CORNER OF STORE, 23 FEET SOUTH OF
 FE2294'20-INCH BLACK-OAK TREE, AND 92.01 FEET FROM STATION
 FE2294'AZIMUTH MARK IS IN RIGHT-OF-WAY OF U. S.
 FE2294'ROUTE 70, 24 FEET EAST OF CENTER LINE OF HIGHWAY, 14 FEET
 FE2294'NORTHWEST OF SMALL ELM TREE, AND 0.3 MILE FROM STATION
 FE2294'S 31 DEG 18 MIN W.
 FE2294
 FE2294                          STATION RECOVERY (1958)
 FE2294
 FE2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2294'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FE2294'THE LINES FROM THE STATION MARK TO THE AZIMUTH MARK AND
 FE2294'REFERENCE MARK 1 ARE OBSTRUCTED BY A HOUSE. A TOWER COULD NOT BE
 FE2294'BUILT OVER THE STATION MARK SO REFERENCE MARK 3 WAS
 FE2294'ESTABLISHED AND USED AS A NEW STATION. A NO. 2 AZIMUTH MARK WAS
 FE2294'ESTABLISHED. A COMPLETE NEW DESCRIPTION FOLLOWS-
 FE2294'
 FE2294'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF HUNTINGDON AND
 FE2294'ABOUT 2-1/2 MILES NORTHEAST OF CEDAR GROVE ON PROPERTY OWNED
 FE2294'BY JOE HOWARD. IT IS 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 FE2294'FRAME HOUSE AND 24 FEET EAST OF A BOARD FENCE. THE MARK
 FE2294'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED HOWLEY 1934.
 FE2294'
 FE2294'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 70 AND 70 A
 FE2294'AT THE SOUTHWEST EDGE OF HUNTINGDON, GO SOUTHWEST ON
 FE2294'HIGHWAY 70 FOR 10.5 MILES TO THE STATION ON THE LEFT.
 FE2294'
 FE2294'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWEST ON THE
 FE2294'HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FE2294'
 FE2294'TO REACH AZIMUTH MARK NO. 2 FROM THE STATION, GO WEST ON A DIRT ROAD
 FE2294'FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 FE2294'
 FE2294'REFERENCE MARK 1 IS 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE2294'HOUSE AND 37 FEET WEST OF A T-FENCE CORNER.  THE MARK
 FE2294'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED HOWLEY NO 1 1934
 FE2294'
 FE2294'REFERENCE MARK 2 IS 3 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 FE2294'HOUSE. THE MARK PROJECTS ABOUT 16 INCHES AND THE DISK IS
 FE2294'STAMPED HOWLEY NO 2 1934.
 FE2294'
 FE2294'REFERENCE MARK 3 IS 54 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2294'70, 53 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE
 FE2294'AND 10 FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND
 FE2294'THE DISK IS STAMPED HOWLEY NO 3 1934.
 FE2294'
 FE2294'THE AZIMUTH MARK IS 25 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2294'70. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 FE2294'HOWLEY 1934 AZI.
 FE2294'
 FE2294'AZIMUTH MARK NO. 2 IS 96 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME
 FE2294'HOUSE, 88 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD AND 1
 FE2294'FOOT SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 FE2294'DISK IS STAMPED HOWLEY 1934 NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2295 ***********************************************************************
 FE2295  DESIGNATION -  HOWLEY RM 3
 FE2295  PID         -  FE2295
 FE2295  STATE/COUNTY-  TN/CARROLL
 FE2295  USGS QUAD   -  MC LEMORESVILLE (1981)
 FE2295
 FE2295                         *CURRENT SURVEY CONTROL
 FE2295  ___________________________________________________________________
 FE2295* NAD 83(1995)-  35 52 59.70383(N)    088 32 23.30102(W)     ADJUSTED  
 FE2295* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 FE2295  ___________________________________________________________________
 FE2295  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FE2295  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2295
 FE2295  HORZ ORDER  -  SECOND
 FE2295
 FE2295.The horizontal coordinates were established by classical geodetic methods
 FE2295.and adjusted by the National Geodetic Survey in April 1999..
 FE2295
 FE2295.The orthometric height was scaled from a topographic map.
 FE2295
 FE2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2295
 FE2295.The geoid height was determined by GEOID03.
 FE2295
 FE2295;                    North         East     Units Scale Factor Converg.
 FE2295;SPC TN       -   174,937.330   370,702.175   MT  0.99994877   -1 29 12.9
 FE2295;SPC TN       -   573,940.22  1,216,212.05   sFT  0.99994877   -1 29 12.9
 FE2295;UTM  16      - 3,972,094.258   361,011.416   MT  0.99983804   -0 54 09.6
 FE2295
 FE2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2295!SPC TN       -   0.99997604  x   0.99994877  =   0.99992481
 FE2295!UTM  16      -   0.99997604  x   0.99983804  =   0.99981408
 FE2295
 FE2295:                Primary Azimuth Mark                     Grid Az
 FE2295:SPC TN       -  HUNTINGDON RAD STA KIC 359 MST           038 51 13.6
 FE2295:UTM  16      -  HUNTINGDON RAD STA KIC 359 MST           038 16 10.3
 FE2295
 FE2295|---------------------------------------------------------------------|
 FE2295| PID    Reference Object                     Distance      Geod. Az  |
 FE2295|                                                           dddmmss.s |
 FE2295| FE2236 HUNTINGDON RAD STA KIC 359 MST      APPROX.15.7 KM 0372200.7 |
 FE2295| FE2237 LEACH LOT                           APPROX. 6.3 KM 0582136.5 |
 FE2295| FE2294 HOWLEY                               25.210 METERS 13922     |
 FE2295| CG3514 HOWLEY RM 1                          41.587 METERS 18653     |
 FE2295| CG3511 HOWLEY AZ MK                                       2083659.6 |
 FE2295| FE2299 WILLIAMSON                          APPROX.10.1 KM 2121836.6 |
 FE2295| CG3515 HOWLEY RM 2                          15.602 METERS 22236     |
 FE2295| CG3512 HOWLEY AZ MK 2                                     2851222.2 |
 FE2295|---------------------------------------------------------------------|
 FE2295
 FE2295                          SUPERSEDED SURVEY CONTROL
 FE2295
 FE2295  NAD 83(1995)-  35 52 59.70670(N)    088 32 23.30688(W) AD(       ) 2
 FE2295  NAD 83(1986)-  35 52 59.71470(N)    088 32 23.30121(W) AD(       ) 2
 FE2295  NAD 27      -  35 52 59.48600(N)    088 32 23.11400(W) AD(       ) 2
 FE2295
 FE2295.Superseded values are not recommended for survey control.
 FE2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2295.See file dsdata.txt to determine how the superseded data were derived.
 FE2295
 FE2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6101172094(NAD 83)
 FE2295_MARKER: DR = REFERENCE MARK DISK
 FE2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2295
 FE2295  HISTORY     - Date     Condition        Report By
 FE2295  HISTORY     - 1958     MONUMENTED       CGS
 FE2295
 FE2295                          STATION DESCRIPTION
 FE2295
 FE2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2295'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF HUNTINGDON AND
 FE2295'ABOUT 2-1/2 MILES NORTHEAST OF CEDAR GROVE ON PROPERTY OWNED
 FE2295'BY JOE HOWARD. IT IS 54 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 FE2295'HIGHWAY 70, 53 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 FE2295'FRAME HOUSE AND 10 FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK
 FE2295'IS FLUSH AND THE DISK IS STAMPED HOWLEY NO 3 1934.
 FE2295'
 FE2295'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 70 A
 FE2295'AT THE SOUTHWEST EDGE OF HUNTINGDON, GO SOUTHWEST ON
 FE2295'HIGHWAY 70 FOR 10.5 MILES TO THE STATION ON THE LEFT.
 FE2295'
 FE2295'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON THE
 FE2295'HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FE2295'
 FE2295'TO REACH AZIMUTH MARK NO. 2 FROM THE STATION, GO WEST ON A DIRT ROAD
 FE2295'FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 FE2295'
 FE2295'HOWLEY 1934 IS 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 FE2295'HOUSE AND 24 FEET EAST OF A BOARD FENCE. THE MARK PROJECTS
 FE2295'ABOUT 12 INCHES AND THE DISK IS STAMPED HOWLEY 1934.
 FE2295'
 FE2295'REFERENCE MARK 1 IS 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE2295'HOUSE AND 37 FEET WEST OF A T-FENCE CORNER. THE MARK PROJECTS
 FE2295'ABOUT 12 INCHES AND THE DISK IS STAMPED HOWLEY NO 1 1934.
 FE2295'
 FE2295'REFERENCE MARK 2 IS 3 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 FE2295'FRAME HOUSE. THE MARK PROJECTS ABOUT 16 INCHES AND THE DISK IS
 FE2295'STAMPED HOWLEY NO 2 1934.
 FE2295'
 FE2295'THE AZIMUTH MARK IS 25 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2295'70. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 FE2295'HOWLEY AZI 1934.
 FE2295'
 FE2295'AZIMUTH MARK NO. 2 IS 96 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME
 FE2295'HOUSE, 88 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD AND 1
 FE2295'FOOT SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 FE2295'DISK IS STAMPED HOWLEY NO 2 1934.
 FE2295'
 FE2295'THE AZIMUTH MARK AND REFERENCE MARK 1 ARE OBSTRUCTED FROM THE GROUND
 FE2295'AT THE STATION BY HOUSES.
 FE2295'
 FE2295'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0560 ***********************************************************************
 GC0560  DESIGNATION -  HOWS
 GC0560  PID         -  GC0560
 GC0560  STATE/COUNTY-  TN/DAVIDSON
 GC0560  USGS QUAD   -  BELLEVUE (1983)
 GC0560
 GC0560                         *CURRENT SURVEY CONTROL
 GC0560  ___________________________________________________________________
 GC0560* NAD 83(1995)-  36 04 25.58168(N)    086 58 39.72022(W)     ADJUSTED  
 GC0560* NAVD 88     -       194.510  (meters)     638.15   (feet)  ADJUSTED  
 GC0560  ___________________________________________________________________
 GC0560  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GC0560  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0560  DYNAMIC HT  -         194.340 (meters)     637.60  (feet)  COMP
 GC0560  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GC0560
 GC0560  HORZ ORDER  -  THIRD
 GC0560  VERT ORDER  -  SECOND    CLASS 0
 GC0560
 GC0560.The horizontal coordinates were established by classical geodetic methods
 GC0560.and adjusted by the National Geodetic Survey in April 1999..
 GC0560
 GC0560.The orthometric height was determined by differential leveling
 GC0560.and adjusted by the National Geodetic Survey in June 1991..
 GC0560
 GC0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0560
 GC0560.The geoid height was determined by GEOID03.
 GC0560
 GC0560.The dynamic height is computed by dividing the NAVD 88
 GC0560.geopotential number by the normal gravity value computed on the
 GC0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0560.degrees latitude (g = 980.6199 gals.).
 GC0560
 GC0560.The modeled gravity was interpolated from observed gravity values.
 GC0560
 GC0560;                    North         East     Units Scale Factor Converg.
 GC0560;SPC TN       -   193,540.758   511,934.374   MT  0.99995712   -0 34 20.6
 GC0560;SPC TN       -   634,974.97  1,679,571.36   sFT  0.99995712   -0 34 20.6
 GC0560;UTM  16      - 3,992,131.203   502,007.967   MT  0.99960005   +0 00 47.3
 GC0560
 GC0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0560!SPC TN       -   0.99997403  x   0.99995712  =   0.99993115
 GC0560!UTM  16      -   0.99997403  x   0.99960005  =   0.99957409
 GC0560
 GC0560|---------------------------------------------------------------------|
 GC0560| PID    Reference Object                     Distance      Geod. Az  |
 GC0560|                                                           dddmmss.s |
 GC0560| GC0559 HOWS RM 1                            14.219 METERS 07953     |
 GC0560| GC0561 HOWS RM 2                            21.673 METERS 11758     |
 GC0560| GC0557 NEWSOM                              APPROX. 0.9 KM 2913053.6 |
 GC0560|---------------------------------------------------------------------|
 GC0560
 GC0560                          SUPERSEDED SURVEY CONTROL
 GC0560
 GC0560  NAD 83(1995)-  36 04 25.58364(N)    086 58 39.72235(W) AD(       ) 3
 GC0560  NAD 83(1995)-  36 04 25.58450(N)    086 58 39.72249(W) AD(       ) 3
 GC0560  NAD 83(1986)-  36 04 25.59205(N)    086 58 39.72334(W) AD(       ) 3
 GC0560  NAD 27      -  36 04 25.37380(N)    086 58 39.71260(W) AD(       ) 3
 GC0560  NGVD 29 (??/??/92)  194.532  (m)          638.23   (f) ADJ UNCH    2 0
 GC0560
 GC0560.Superseded values are not recommended for survey control.
 GC0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0560.See file dsdata.txt to determine how the superseded data were derived.
 GC0560
 GC0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0200892131(NAD 83)
 GC0560_MARKER: DE = TRAVERSE STATION DISK
 GC0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0560_STAMPING: HOWS 1959
 GC0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0560+STABILITY: SURFACE MOTION
 GC0560
 GC0560  HISTORY     - Date     Condition        Report By
 GC0560  HISTORY     - 1959     MONUMENTED       CGS
 GC0560  HISTORY     - 1964     GOOD             CGS
 GC0560  HISTORY     - 1964     GOOD             NGS
 GC0560
 GC0560                          STATION DESCRIPTION
 GC0560
 GC0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0560'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF DOWNTOWN NASHVILLE
 GC0560'AND 4 MILES SOUTHEAST OF PEGRAM.
 GC0560'
 GC0560'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 S AND
 GC0560'70 N ABOUT 12 MILES SOUTHWEST OF DOWNTOWN NASHVILLE, GO SOUTHEAST ON
 GC0560'U.S. HIGHWAY 70 S FOR 1.25 MILES TO A SIDE ROAD RIGHT, HOOTEN-HOW
 GC0560'ROAD, TURN RIGHT AND GO 0.6 MILES TO THE END OF THE OILED ROAD AND
 GC0560'A CATTLE GUARD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ACROSS THE
 GC0560'CATTLE GUARD AND GO 0.1 MILE TO A FORK, TAKE LEFT FORK AND GO 0.05
 GC0560'MILE TO A DIM FORK LEFT, TAKE LEFT FORK AND GO ABOUT 50 YARDS TO A
 GC0560'WOODEN GATE, PASS THROUGH THIS GATE AND TURN SHARP LEFT ACROSS
 GC0560'OPEN PASTURE FOR ABOUT 150 YARDS TO THE TOP OF THE HILL AND THE
 GC0560'STATION AS DESCRIBED.
 GC0560'
 GC0560'THE STATION IS ON THE WEST SLOPE OF THE HILL AND 42 FEET
 GC0560'WEST-NORTHWEST OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK
 GC0560'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 GC0560'AND THE DISK IS STAMPED HOWS 1959. THE UNDERGROUND MARK IS
 GC0560'ABOUT 30 INCHES BELOW THE SURFACE.
 GC0560'
 GC0560'REFERENCE MARK NO. 1 IS SET ON THE SUMMIT OF THE HILL AND 32 FEET
 GC0560'NORTH-NORTHWEST OF A WITNESS SIGN. IT IS A STANDARD DISK SET IN
 GC0560'THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND THE
 GC0560'DISK IS STAMPED HOWS NO. 1 1959.
 GC0560'
 GC0560'REFERENCE MARK NO. 2 IS 29 FEET EAST OF A WITNESS SIGN. IT IS A
 GC0560'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 GC0560'WITH THE GROUND AND THE DISK IS STAMPED HOWS NO. 2 1959.
 GC0560'
 GC0560'TRAVERSE STATION NEWSOM WAS USED AS AN AZIMUTH MARK, A TELLUROMETER
 GC0560'CONNECTION WAS MADE, SEE DESCRIPTION THEREOF.
 GC0560
 GC0560                          STATION RECOVERY (1964)
 GC0560
 GC0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC0560'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC0560'GOOD CONDITION. DUE TO CHANGES IN THE HIGHWAYS AND FENCE LINES THE
 GC0560'ORIGINAL TO-REACH IS NO LONGER ADEQUATE. FOLLOWING IS A NEW AND
 GC0560'COMPLETE DESCRIPTION-
 GC0560'
 GC0560'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF DOWNTOWN NASHVILLE
 GC0560'AND 4 MILES SOUTHEAST OF PEGRAM.
 GC0560'
 GC0560'TO REACH FROM THE CHARLOTTE PIKE INTERCHANGE ON INTERSTATE ROUTE 40
 GC0560'AT THE WEST EDGE OF NASHVILLE, GO WEST-SOUTHWEST ON INTERSTATE
 GC0560'ROUTE 40 FOR 4.8 MILES TO THE INTERCHANGE WITH U.S. HIGHWAY 70 S.
 GC0560'HERE TURN RIGHT ON ACCESS ROAD AND GO 0.2 MILE TO U.S. HIGHWAY 70
 GC0560'S, TURN LEFT, SOUTH, ON U.S. HIGHWAY 70 S AND GO 0.2 MILE TO A
 GC0560'GRAVELED ROAD RIGHT JUST AFTER PASSING A PHILLIPS 66 STATION ON
 GC0560'THE LEFT AND JUST BEFORE REACHING A TEXACO STATION ON THE RIGHT. HERE
 GC0560'TURN RIGHT, WESTERLY, ON THIS GRAVELED ROAD AND GO 1.4 MILES TO A
 GC0560'ROAD CUT IN THE TOP OF A HIGH KNOLL AND THE STATION ON THE LEFT AS
 GC0560'DESCRIBED.
 GC0560'
 GC0560'THE STATION IS 89 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE FOR
 GC0560'INTERSTATE ROUTE 40, 52 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GC0560'GRAVELED ROAD, 2.0 FEET WEST OF A METAL WITNESS POST AND SIGN, 1.0
 GC0560'FOOT NORTH OF A WOVEN WIRE FENCE, AND JUST BELOW THE CREST AND ON
 GC0560'THE WEST SLOPE OF THE KNOLL. IT IS A STANDARD DISK SET IN THE TOP OF
 GC0560'A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 GC0560'THE DISK IS STAMPED HOWS 1959.
 GC0560'
 GC0560'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC0560'THE GRAVELED ROAD, 24 FEET NORTH OF A WOVEN WIRE FENCE AND 8
 GC0560'FEET SOUTH OF THE EDGE OF THE BANK. IT IS A STANDARD DISK SET IN THE
 GC0560'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 GC0560'GROUND AND THE DISK IS STAMPED HOWS NO. 1 1959.
 GC0560'
 GC0560'REFERENCE MARK NO. 2 IS ACROSS THE WOVEN WIRE FENCE FROM THE STATION
 GC0560'IN OPEN PASTURE AND 10 FEET SOUTH OF A WOVEN WIRE FENCE. IT IS A
 GC0560'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 GC0560'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HOWS NO. 2 1959.
 GC0560'
 GC0560'TRAVERSE STATION NEWSOM WAS USED AS THE AZIMUTH MARK IN 1959 AND A
 GC0560'TELLUROMETER CONNECTION WAS MADE AT THAT TIME. SEE 1964 RECOVERY
 GC0560'NOTE FOR NEWSOM 1959.
 GC0560'
 GC0560'NOTE-THE HORIZONTAL DISTANCE MEASUREMENTS BETWEEN THE STATION AND THE
 GC0560'REFERENCE MARKS WERE CHECKED AT THE TIME OF THIS OCCUPATION AND
 GC0560'AGREED WITH THOSE OF 1959.
 GC0560
 GC0560                          STATION RECOVERY (1964)
 GC0560
 GC0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GC0560'10.6 MI SW FROM NASHVILLE.
 GC0560'TO REACH FROM THE CHARLOTTE PIKE INTERCHANGE ON INTERSTATE ROUTE
 GC0560'40 AT THE WEST EDGE OF NASHVILLE, GO WEST-SOUTHWEST ON
 GC0560'INTERSTATE ROUTE 40 FOR 4.8 MILES TO THE ACCESS ROAD ONTO
 GC0560'U.S. HIGHWAY 70 S.  HERE BEAR RIGHT ON THE ACCESS ROAD FOR 0.2
 GC0560'MILE TO U.S. HIGHWAY 70 S, TURN LEFT SOUTH, ON U.S. HIGHWAY 70 S
 GC0560'AND GO 0.2 MILE TO A GRAVELED ROAD ON THE RIGHT JUST AFTER
 GC0560'PASSING A PHILLIPS 66 STATION ON THE LEFT AND BEFORE REACHING
 GC0560'A TEXACO STATION ON THE RIGHT.  HERE TURN RIGHT ON THIS
 GC0560'GRAVELED ROAD AND GO 1.4 MILES TO A ROAD CUT IN THE TOP OF A
 GC0560'HIGH KNOLL AND THE STATION ON THE LEFT AS DESCRIBED.  THE
 GC0560'STATION IS 89 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE FOR
 GC0560'INTERSTATE ROUTE 40, 52 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC0560'THE GRAVELED ROAD, 2.0 FEET WEST OF A METAL WITNESS POST AND
 GC0560'SIGN, 1.0 FOOT NORTH OF A WOVEN WIRE FENCE, AND JUST BELOW AND
 GC0560'ON THE WEST SLOPE OF THE KNOLL.  A STANDARD TRAVERSE DISK SET IN
 GC0560'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT IS FLUSH
 GC0560'WITH THE GROUND.  NOTE-- THIS STATION IS ABOUT 0.4 MILE
 GC0560'NORTHEAST OF B.M. E 172.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0559 ***********************************************************************
 GC0559  DESIGNATION -  HOWS RM 1
 GC0559  PID         -  GC0559
 GC0559  STATE/COUNTY-  TN/DAVIDSON
 GC0559  USGS QUAD   -  BELLEVUE (1983)
 GC0559
 GC0559                         *CURRENT SURVEY CONTROL
 GC0559  ___________________________________________________________________
 GC0559* NAD 83(1986)-  36 04 25.     (N)    086 58 39.     (W)     SCALED    
 GC0559* NAVD 88     -       194.907  (meters)     639.46   (feet)  ADJUSTED  
 GC0559  ___________________________________________________________________
 GC0559  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0559  DYNAMIC HT  -         194.737 (meters)     638.90  (feet)  COMP
 GC0559  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GC0559
 GC0559  VERT ORDER  -  SECOND    CLASS 0
 GC0559
 GC0559.The horizontal coordinates were scaled from a topographic map and have
 GC0559.an estimated accuracy of +/- 6 seconds.
 GC0559
 GC0559.The orthometric height was determined by differential leveling
 GC0559.and adjusted by the National Geodetic Survey in June 1991..
 GC0559
 GC0559.The geoid height was determined by GEOID03.
 GC0559
 GC0559.The dynamic height is computed by dividing the NAVD 88
 GC0559.geopotential number by the normal gravity value computed on the
 GC0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0559.degrees latitude (g = 980.6199 gals.).
 GC0559
 GC0559.The modeled gravity was interpolated from observed gravity values.
 GC0559
 GC0559;                    North         East    Units  Estimated Accuracy
 GC0559;SPC TN       -   193,520.      511,950.      MT  (+/- 180 meters Scaled)
 GC0559
 GC0559                          SUPERSEDED SURVEY CONTROL
 GC0559
 GC0559  NGVD 29 (??/??/92)  194.930  (m)          639.53   (f) ADJ UNCH    2 0
 GC0559
 GC0559.Superseded values are not recommended for survey control.
 GC0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0559.See file dsdata.txt to determine how the superseded data were derived.
 GC0559
 GC0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE020921(NAD 83)
 GC0559_MARKER: DR = REFERENCE MARK DISK
 GC0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0559_STAMPING: HOWS NO 1 1959
 GC0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0559+STABILITY: SURFACE MOTION
 GC0559
 GC0559  HISTORY     - Date     Condition        Report By
 GC0559  HISTORY     - 1959     MONUMENTED       CGS
 GC0559  HISTORY     - 1964     GOOD             NGS
 GC0559
 GC0559                          STATION DESCRIPTION
 GC0559
 GC0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0559'10.6 MI SW FROM NASHVILLE.
 GC0559'THIS MARK IS AT THE HOWS 1959 TRAVERSE STATION SITE.  IT IS 30
 GC0559'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 46.64
 GC0559'FEET EAST-NORTHEAST OF THE STATION HOWS 1959, 24 FEET NORTH OF
 GC0559'A WOVEN WIRE FENCE, AND 8 FEET SOUTH OF THE EDGE OF THE BANK.
 GC0559'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GC0559'10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 GC0559'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0561 ***********************************************************************
 GC0561  DESIGNATION -  HOWS RM 2
 GC0561  PID         -  GC0561
 GC0561  STATE/COUNTY-  TN/DAVIDSON
 GC0561  USGS QUAD   -  BELLEVUE (1983)
 GC0561
 GC0561                         *CURRENT SURVEY CONTROL
 GC0561  ___________________________________________________________________
 GC0561* NAD 83(1986)-  36 04 25.     (N)    086 58 39.     (W)     SCALED    
 GC0561* NAVD 88     -       194.487  (meters)     638.08   (feet)  ADJUSTED  
 GC0561  ___________________________________________________________________
 GC0561  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0561  DYNAMIC HT  -         194.317 (meters)     637.52  (feet)  COMP
 GC0561  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GC0561
 GC0561  VERT ORDER  -  SECOND    CLASS 0
 GC0561
 GC0561.The horizontal coordinates were scaled from a topographic map and have
 GC0561.an estimated accuracy of +/- 6 seconds.
 GC0561
 GC0561.The orthometric height was determined by differential leveling
 GC0561.and adjusted by the National Geodetic Survey in June 1991..
 GC0561
 GC0561.The geoid height was determined by GEOID03.
 GC0561
 GC0561.The dynamic height is computed by dividing the NAVD 88
 GC0561.geopotential number by the normal gravity value computed on the
 GC0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0561.degrees latitude (g = 980.6199 gals.).
 GC0561
 GC0561.The modeled gravity was interpolated from observed gravity values.
 GC0561
 GC0561;                    North         East    Units  Estimated Accuracy
 GC0561;SPC TN       -   193,520.      511,950.      MT  (+/- 180 meters Scaled)
 GC0561
 GC0561                          SUPERSEDED SURVEY CONTROL
 GC0561
 GC0561  NGVD 29 (??/??/92)  194.509  (m)          638.15   (f) ADJ UNCH    2 0
 GC0561
 GC0561.Superseded values are not recommended for survey control.
 GC0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0561.See file dsdata.txt to determine how the superseded data were derived.
 GC0561
 GC0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE020921(NAD 83)
 GC0561_MARKER: DR = REFERENCE MARK DISK
 GC0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0561_STAMPING: HOWS NO 2 1959
 GC0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0561+STABILITY: SURFACE MOTION
 GC0561
 GC0561  HISTORY     - Date     Condition        Report By
 GC0561  HISTORY     - 1959     MONUMENTED       CGS
 GC0561  HISTORY     - 1964     GOOD             NGS
 GC0561
 GC0561                          STATION DESCRIPTION
 GC0561
 GC0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0561'10.6 MI SW FROM NASHVILLE.
 GC0561'IT IS ACROSS A WOVEN WIRE FENCE IN OPEN PASTURE 71.11 FEET
 GC0561'SOUTHEAST OF THE STATION HOWS 1959 AND 10 FEET SOUTH OF THE WOVEN
 GC0561'WIRE FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 GC0561'OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURFACE
 GC0561'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2921 ***********************************************************************
 AJ2921  DESIGNATION -  HTV1 A
 AJ2921  PID         -  AJ2921
 AJ2921  STATE/COUNTY-  TN/TROUSDALE
 AJ2921  USGS QUAD   -  DIXON SPRINGS (1994)
 AJ2921
 AJ2921                         *CURRENT SURVEY CONTROL
 AJ2921  ___________________________________________________________________
 AJ2921* NAD 83(1995)-  36 21 17.74731(N)    086 05 37.02414(W)     ADJUSTED  
 AJ2921* NAVD 88     -       164.380  (meters)     539.30   (feet)  ADJUSTED  
 AJ2921  ___________________________________________________________________
 AJ2921  X           -     350,364.627 (meters)                     COMP
 AJ2921  Y           -  -5,130,911.199 (meters)                     COMP
 AJ2921  Z           -   3,760,061.904 (meters)                     COMP
 AJ2921  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AJ2921  ELLIP HEIGHT-         134.87  (meters)          (07/02/01) GPS OBS
 AJ2921  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AJ2921  DYNAMIC HT  -         164.245 (meters)     538.86  (feet)  COMP
 AJ2921  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 AJ2921
 AJ2921  HORZ ORDER  -  B
 AJ2921  VERT ORDER  -  SECOND    CLASS I
 AJ2921  ELLP ORDER  -  FIFTH     CLASS I
 AJ2921
 AJ2921.This is a reference station for the HARTSVILLE
 AJ2921.National Continuously Operating Reference Station (HTV1).
 AJ2921
 AJ2921.The horizontal coordinates were established by GPS observations
 AJ2921.and adjusted by the National Geodetic Survey in July 2001..
 AJ2921
 AJ2921.The orthometric height was determined by differential leveling
 AJ2921.and adjusted by the National Geodetic Survey in July 2002..
 AJ2921.No vertical observational check was made to the station.
 AJ2921
 AJ2921.Photographs are available for this station.
 AJ2921
 AJ2921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2921
 AJ2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2921
 AJ2921.The ellipsoidal height was determined by GPS observations
 AJ2921.and is referenced to NAD 83.
 AJ2921
 AJ2921.The geoid height was determined by GEOID03.
 AJ2921
 AJ2921.The dynamic height is computed by dividing the NAVD 88
 AJ2921.geopotential number by the normal gravity value computed on the
 AJ2921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2921.degrees latitude (g = 980.6199 gals.).
 AJ2921
 AJ2921.The modeled gravity was interpolated from observed gravity values.
 AJ2921
 AJ2921;                    North         East     Units Scale Factor Converg.
 AJ2921;SPC TN       -   224,302.025   591,597.146   MT  0.99998963   -0 03 17.3
 AJ2921;SPC TN       -   735,897.56  1,940,931.64   sFT  0.99998963   -0 03 17.3
 AJ2921;UTM  16      - 4,023,697.849   581,323.471   MT  0.99968148   +0 32 14.4
 AJ2921
 AJ2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2921!SPC TN       -   0.99997883  x   0.99998963  =   0.99996846
 AJ2921!UTM  16      -   0.99997883  x   0.99968148  =   0.99966032
 AJ2921
 AJ2921                          SUPERSEDED SURVEY CONTROL
 AJ2921
 AJ2921  NAVD 88 (07/02/01)  164.38   (m)          539.3    (f) LEVELING    3  
 AJ2921
 AJ2921.Superseded values are not recommended for survey control.
 AJ2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2921.See file dsdata.txt to determine how the superseded data were derived.
 AJ2921
 AJ2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8132323698(NAD 83)
 AJ2921_MARKER: DV = VERTICAL CONTROL DISK
 AJ2921_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2921_STAMPING: HTV1 A 2001
 AJ2921_MARK LOGO: NGS   
 AJ2921_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2921+STABILITY: POSITION/ELEVATION WELL
 AJ2921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2921+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AJ2921
 AJ2921  HISTORY     - Date     Condition        Report By
 AJ2921  HISTORY     - 20010202 MONUMENTED       NGS
 AJ2921
 AJ2921                          STATION DESCRIPTION
 AJ2921
 AJ2921'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2921'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2921'HARTSVILLE, THENCE 3.9 KM EASTERLY ALONG STATE HIGHWAY 25,
 AJ2921'THENCE 1.3 KM SOUTHERLY ALONG STARLITE ROAD, THENCE 0.4 KM
 AJ2921'EASTERLY ALONG JIM GOINS LANE,  THENCE 1.0 KM SOUTHERLY ALONG
 AJ2921'WAREHOUSE LANE TO A LOCKED GATE, THENCE 0.2 KM SOUTHERLY
 AJ2921'AND THEN EASTERLY ALONG A GRAVELED ROAD, THENCE 0.05 KM
 AJ2921'NORTHERLY ALONG A TRACK ROAD, NEAR THE CENTER OF A 2 BY 3-FOOT
 AJ2921'EXPOSED ROCK OUTCROP, 64.8 M NORTH OF A UTILITY POLE, 51.6 M NORTH
 AJ2921'OF THE CENTER OF THE GRAVELED ROAD, 20.1 M  WEST OF THE CENTER OF
 AJ2921'THE TRACK ROAD, 0.6 M BELOW THE LEVEL OF THE TRACK ROAD, AND 0.3 M
 AJ2921'NORTH OF A WITNESS POST.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 AJ2921'THE TENNESSEE VALLEY AUTHORITY, ANDREW NEAL SITE, PO BOX 2000
 AJ2921'(HDCIA - DST), DIXON SPRINGS, TN 37057, TELEPHONE (615) 374-7410.
 AJ2921'THIS IS A CORS SITE REFERENCE STATION.
 AJ2921' 
 AJ2921'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2920 ***********************************************************************
 AJ2920  DESIGNATION -  HTV1 B
 AJ2920  PID         -  AJ2920
 AJ2920  STATE/COUNTY-  TN/TROUSDALE
 AJ2920  USGS QUAD   -  DIXON SPRINGS (1994)
 AJ2920
 AJ2920                         *CURRENT SURVEY CONTROL
 AJ2920  ___________________________________________________________________
 AJ2920* NAD 83(1995)-  36 21 22.25466(N)    086 05 19.96893(W)     ADJUSTED  
 AJ2920* NAVD 88     -       174.199  (meters)     571.52   (feet)  ADJUSTED  
 AJ2920  ___________________________________________________________________
 AJ2920  X           -     350,783.802 (meters)                     COMP
 AJ2920  Y           -  -5,130,807.933 (meters)                     COMP
 AJ2920  Z           -   3,760,179.618 (meters)                     COMP
 AJ2920  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AJ2920  ELLIP HEIGHT-         144.69  (meters)          (07/02/01) GPS OBS
 AJ2920  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AJ2920  DYNAMIC HT  -         174.056 (meters)     571.05  (feet)  COMP
 AJ2920  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 AJ2920
 AJ2920  HORZ ORDER  -  B
 AJ2920  VERT ORDER  -  SECOND    CLASS I
 AJ2920  ELLP ORDER  -  FIFTH     CLASS I
 AJ2920
 AJ2920.This is a reference station for the HARTSVILLE
 AJ2920.National Continuously Operating Reference Station (HTV1).
 AJ2920
 AJ2920.The horizontal coordinates were established by GPS observations
 AJ2920.and adjusted by the National Geodetic Survey in July 2001..
 AJ2920
 AJ2920.The orthometric height was determined by differential leveling
 AJ2920.and adjusted by the National Geodetic Survey in July 2002..
 AJ2920.No vertical observational check was made to the station.
 AJ2920
 AJ2920.Photographs are available for this station.
 AJ2920
 AJ2920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2920
 AJ2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2920
 AJ2920.The ellipsoidal height was determined by GPS observations
 AJ2920.and is referenced to NAD 83.
 AJ2920
 AJ2920.The geoid height was determined by GEOID03.
 AJ2920
 AJ2920.The dynamic height is computed by dividing the NAVD 88
 AJ2920.geopotential number by the normal gravity value computed on the
 AJ2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2920.degrees latitude (g = 980.6199 gals.).
 AJ2920
 AJ2920.The modeled gravity was interpolated from observed gravity values.
 AJ2920
 AJ2920;                    North         East     Units Scale Factor Converg.
 AJ2920;SPC TN       -   224,440.560   592,022.501   MT  0.99998983   -0 03 07.3
 AJ2920;SPC TN       -   736,352.07  1,942,327.16   sFT  0.99998983   -0 03 07.3
 AJ2920;UTM  16      - 4,023,840.729   581,747.241   MT  0.99968233   +0 32 24.5
 AJ2920
 AJ2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2920!SPC TN       -   0.99997729  x   0.99998983  =   0.99996712
 AJ2920!UTM  16      -   0.99997729  x   0.99968233  =   0.99965963
 AJ2920
 AJ2920                          SUPERSEDED SURVEY CONTROL
 AJ2920
 AJ2920  NAVD 88 (07/02/01)  174.20   (m)          571.5    (f) LEVELING    3  
 AJ2920
 AJ2920.Superseded values are not recommended for survey control.
 AJ2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2920.See file dsdata.txt to determine how the superseded data were derived.
 AJ2920
 AJ2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8174723841(NAD 83)
 AJ2920_MARKER: DV = VERTICAL CONTROL DISK
 AJ2920_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2920_STAMPING: HTV1 B 2001
 AJ2920_MARK LOGO: NGS   
 AJ2920_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2920+STABILITY: POSITION/ELEVATION WELL
 AJ2920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2920+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AJ2920
 AJ2920  HISTORY     - Date     Condition        Report By
 AJ2920  HISTORY     - 20010202 MONUMENTED       NGS
 AJ2920
 AJ2920                          STATION DESCRIPTION
 AJ2920
 AJ2920'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2920'2.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2920'HARTSVILLE, THENCE 3.9 KM EASTERLY ALONG STATE HIGHWAY 25, THENCE
 AJ2920'1.3 KM SOUTHERLY ALONG STARLITE ROAD, THENCE 0.4 KM EASTERLY
 AJ2920'ALONG JIM GOINS LANE,  THENCE 1.0 KM SOUTHERLY ALONG WAREHOUSE
 AJ2920'LANE TO A LOCKED GATE, THENCE 0.65 KM SOUTHERLY AND THEN
 AJ2920'EASTERLY ALONG A GRAVELED ROAD, NEAR THE CENTER OF A 5 BY 20-FOOT
 AJ2920'EXPOSED ROCK OUTCROP, 39.5 M NORTHWEST OF A UTILITY POLE, 39.3 M
 AJ2920'NORTH OFTHE ROAD CENTER, 24.3 M EAST-SOUTHEAST OF A WITNESS POST,
 AJ2920'1.5 M ABOVE THE LEVEL OF THE ROAD, AND 0.6 M SOUTH OF A WITNESS
 AJ2920'POST.    NOTE--THE MARK IS ON PROPERTY OWNED BY THE TENNESSEE
 AJ2920'VALLEY AUTHORITY, ANDREW NEAL SITE,  P.O. BOX 2000 (HDCIA-DST), DIXON
 AJ2920'SPRINGS, TN 37057, TELEPHONE NUMBER (615)-374-7410.  THIS IS A CORS
 AJ2920'SITE REFERENCE STATION.
 AJ2920' 
 AJ2920'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2357 ***********************************************************************
 GB2357  DESIGNATION -  HUDDLESTON KNOB 2
 GB2357  PID         -  GB2357
 GB2357  STATE/COUNTY-  TN/PICKETT
 GB2357  USGS QUAD   -  MOODYVILLE (1962)
 GB2357
 GB2357                         *CURRENT SURVEY CONTROL
 GB2357  ___________________________________________________________________
 GB2357* NAD 83(1995)-  36 33 01.48738(N)    085 06 54.98587(W)     ADJUSTED  
 GB2357* NAVD 88     -       523.     (meters)    1716.     (feet)  SCALED    
 GB2357  ___________________________________________________________________
 GB2357  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 GB2357  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB2357
 GB2357  HORZ ORDER  -  FIRST
 GB2357
 GB2357.The horizontal coordinates were established by classical geodetic methods
 GB2357.and adjusted by the National Geodetic Survey in April 1999..
 GB2357
 GB2357.The orthometric height was scaled from a topographic map.
 GB2357
 GB2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2357
 GB2357.The geoid height was determined by GEOID03.
 GB2357
 GB2357;                    North         East     Units Scale Factor Converg.
 GB2357;SPC TN       -   246,348.487   679,213.193   MT  1.00002646   +0 31 04.6
 GB2357;SPC TN       -   808,228.33  2,228,385.28   sFT  1.00002646   +0 31 04.6
 GB2357;UTM  16      - 4,046,652.740   668,686.591   MT  0.99995059   +1 07 21.6
 GB2357
 GB2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2357!SPC TN       -   0.99992269  x   1.00002646  =   0.99994915
 GB2357!UTM  16      -   0.99992269  x   0.99995059  =   0.99987329
 GB2357
 GB2357|---------------------------------------------------------------------|
 GB2357| PID    Reference Object                     Distance      Geod. Az  |
 GB2357|                                                           dddmmss.s |
 GB2357| CG6553 HUDDLESTON KNOB 2 RM 1               17.185 METERS 18610     |
 GB2357| CG6552 HUDDLESTON KNOB 2 AZ MK                            2883605.4 |
 GB2357| CG6554 HUDDLESTON KNOB 2 RM 2               12.951 METERS 31031     |
 GB2357|---------------------------------------------------------------------|
 GB2357
 GB2357                          SUPERSEDED SURVEY CONTROL
 GB2357
 GB2357  NAD 83(1995)-  36 33 01.48745(N)    085 06 54.98623(W) AD(       ) 1
 GB2357  NAD 83(1995)-  36 33 01.49788(N)    085 06 54.99083(W) AD(       ) 1
 GB2357  NAD 83(1986)-  36 33 01.49820(N)    085 06 54.99111(W) AD(       ) 1
 GB2357  NAD 27      -  36 33 01.26200(N)    085 06 55.15800(W) AD(       ) 1
 GB2357
 GB2357.Superseded values are not recommended for survey control.
 GB2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2357.See file dsdata.txt to determine how the superseded data were derived.
 GB2357
 GB2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6868746653(NAD 83)
 GB2357_MARKER: DS = TRIANGULATION STATION DISK
 GB2357_SETTING: 80 = SET IN A BOULDER
 GB2357_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GB2357
 GB2357  HISTORY     - Date     Condition        Report By
 GB2357  HISTORY     - 1935     MONUMENTED       CGS
 GB2357  HISTORY     - 1949     GOOD             CGS
 GB2357  HISTORY     - 1971     GOOD             NGS
 GB2357
 GB2357                          STATION DESCRIPTION
 GB2357
 GB2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2357'THE STATION IS LOCATED ON THE SUMMIT OF HUDDLESTON KNOB, THE PROPERTY
 GB2357'OF MR. J.W. BARUSS, ABOUT 1-1/2 MILES SSE OF BYRDSTOWN, AND 1
 GB2357'1/2 MILES SW OF WOLF CREEK. IT IS 24.6 FEET N OF A TRIANGULAR-BLAZED
 GB2357'5-INCH CHESTNUT AND ABOUT 30 FEET S OF THE N EDGE OF THE KNOB. IT IS
 GB2357'20 FEET S AND 2 FEET LOWER THAN THE HIGHEST POINT OF THE KNOB.
 GB2357'
 GB2357'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 GB2357'BOULDER.
 GB2357'
 GB2357'REFERENCE MARK NO.1 A STANDARD BRONZE DISK IS S OF THE STATION, SET
 GB2357'IN OUTCROPPING BEDROCK, 2 FEET W OF A 6-INCH CHESTNUT AND
 GB2357'ABOUT 7 FEET LOWER THAN THE STATION.
 GB2357'
 GB2357'REFERENCE MARK NO.2 A STANDARD BRONZE DISK IS NW OF THE STATION, SET
 GB2357'IN OUTCROPPING BEDROCK, 14 FEET S OF A DEAD 14-INCH CHESTNUT, 11 FEET
 GB2357'E OF A 10-INCH CEHSTNUT, 18 FEET NE OF A GROUP OF FOUR 10-INCH
 GB2357'CHESTNUT, AND ABOUT 9 FEET LOWER THAN THE STATION.
 GB2357'
 GB2357'AZIMUTH MARK A STANDARD BRONZE DISK IS ABOUT 0.4 MILE SW OF THE
 GB2357'STATION, SET IN OUTCROPPING BEDROCK, IN THE YARD OF JOHN BOOHER.
 GB2357'THE OUTCROP IS ABOUT 24 FEET WIDE AND 45 FEET LONG. THE MARK IS SET
 GB2357'IN THE LONGITUDINAL CENTER ABOUT 14 FEET W OF THE E EDGE.
 GB2357'
 GB2357'TO REACH FROM THE NEW COURTHOUSE IN BYRDSTOWN, FROM THE CROSS STREET
 GB2357'AT THE SE CORNER OF THE COURTHOUSE, GO S ON A POOR DIRT ROAD FOR 1.3
 GB2357'MILES TO A CROSS ROAD AT THE TOP OF THE GRADE. (A FARMHOUSE IS IN THE
 GB2357'SE ANGLE.) TURN LEFT AND GO ABOUT 0.8 MILE TO A ROUGH WOODEN
 GB2357'BRIDGE JUST AFTER PASSING A SMALL LOG SHACK ON THE LEFT. CONTINUE
 GB2357'ABOUT 100 FEET TO A POLE GATE IN THE NW CORNER OF AN OPEN FIELD
 GB2357'(THE END OF TRUCK TRAVEL). FROM HERE, GO DIAGONALLY ACROSS THE FIELD
 GB2357'TO ABOUT THE CENTER OF THE OPPOSITE SIDE. HERE, TAKE DIM TRAIL
 GB2357'TO THE LEFT FOR ABOUT 0.25 MILE TO A LARGE 24-INCH BLAZED TREE ON
 GB2357'THE RIGHT. TURN RIGHT AND FOLLOW A VERY DIM BLAZED TRAIL ABOUT 1/2
 GB2357'MILE TO THE SUMMIT.
 GB2357'
 GB2357'A 4-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 GB2357'
 GB2357'NOTE- THIS SITE
 GB2357'WAS FORMERLY THE SITE OF A USGS STATION BUT NO TRACE OF THE OLD
 GB2357'STATION COULD BE FOUND.
 GB2357
 GB2357                          STATION RECOVERY (1949)
 GB2357
 GB2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2357'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GB2357'CONDITION. THE DISTANCE TO THE AZIMUTH MARK AND REFERENCE MARK
 GB2357'NO. 2 FAILED TO CHECK. THE DIRECTION TO REFERENCE MARK NO. 1 AND
 GB2357'REFERENCE MARK NO. 2 FAILED TO CHECK. A WHITE WITNESS POST WAS SET
 GB2357'AT THE STATION BY THIS PARTY. THE STATION IS 8 FEET SOUTH OF A WHITE
 GB2357'WITNESS POST.
 GB2357'
 GB2357'A NEW TO REACH THE STATION FOLLOWS.
 GB2357'
 GB2357'TO REACH THE STATION FROM THE PICKETT COUNTY COURT HOUSE IN
 GB2357'BYRDSTOWN, GO EAST ON A GRAVEL ROAD FOR 1.7 MILES TO A T-ROAD
 GB2357'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO A DIM WOODS ROAD
 GB2357'RIGHT. (END OF TRUCK TRAVEL), TURN RIGHT AND PACK UP HILL IN A
 GB2357'WESTERLY DIRECTION TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GB2357'
 GB2357'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE IN BYRDSTOWN, GO SOUTH
 GB2357'ON A GRAVEL ROAD FOR 1.55 MILE TO A T-ROAD INTERSECTION.
 GB2357'TURN LEFT AND GO EAST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GB2357'
 GB2357'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2357
 GB2357                          STATION RECOVERY (1971)
 GB2357
 GB2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GB2357'THE STATION AND ALL MARKS WERE RECOVERED IN APPARENT GOOD CONDITION,
 GB2357'HOWEVER, THE STATION MARK STONE, ALTHOUGH FIRM IN THE GROUND, DID
 GB2357'SEEM TO BE SLIGHTLY TILTED. THE STATION WAS OCCUPIED AND THE
 GB2357'HORIZONTAL ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE
 GB2357'REFERENCE MARKS. IN CHECKING THE HORIZONTAL ANGLES OBSERVED THIS DATE
 GB2357'AGAINST THE ORIGINAL OBSERVATIONS THE FOLLOWING
 GB2357'DISCREPANCIES WERE NOTED, MINUS 04 MIN 26.2 SEC FOR REFERENCE MARK
 GB2357'NO. 1 AND PLUS 05 MIN 34.3 SEC FOR REFERENCE
 GB2357'MARK
 GB2357'NO. 2. IN CHECKING THE HORIZONTAL ANGLES OBSERVED THIS
 GB2357'DATE AGAINST THE 1949 OBSERVATIONS THE FOLLOWING DISCREPANCIES
 GB2357'WERE NOTED, MINUS 00 MIN 25.9 SEC FOR REFERENCE MARK NO. 1 WHICH IS
 GB2357'WITHIN THE REQUIRED LIMITS, AND PLUS 07 MIN
 GB2357'05.0 SEC FOR
 GB2357'REFERENCE MARK NO. 2. VERTICAL
 GB2357'ANGLES WERE OBSERVED BETWEEN THE STATION AND SLOPE DISTANCE MEASURED.
 GB2357'WHEN REDUCED TO THE HORIZONTAL THE FOLLOWING DISCREPANCIES WERE NOTED
 GB2357'FOR REFERENCE MARK NO. 1 PLUS 0.05 OF A FOOT AGAINST BOTH THE 1935
 GB2357'AND 1949 MEASUREMENTS, AND FOR REFERENCE MARK NO. 2 A DISCREPANCY OF
 GB2357'PLUS 0.05 OF A FOOT AGAINST THE 1935 MEASUREMENT
 GB2357'AND MINUS 0.18
 GB2357'OF A FOOT AGAINST THE 1949
 GB2357'MEASUREMENT.
 GB2357'
 GB2357'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GB2357'
 GB2357'THE STATION IS LOCATED MEAR THE SUMMIT OF A HIGH, HEAVILY WOODED HILL
 GB2357'KNOWN LOCALLY AS HUDDLESTON KNOB, ABOUT 1-1/2 MILE MILES
 GB2357'SOUTH-SOUTHEAST OF BYRDSTOWN, 1-1/2 MILES SOUTHWEST OF WOLF CREEK,
 GB2357'AND IS NOW ON THE PROPERTY OF MR. PRENTICE WOODS.
 GB2357'
 GB2357'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PICKETT COUNTY
 GB2357'COURTHOUSE SQUARE IN BYRDSTOWN, GO IN A GENERAL SOUTHERLY
 GB2357'DIRECTION ON WINDING COUNTY ROAD R 5312 (THIS IS SOUTH MAIN STREET
 GB2357'WITHIN THE CITY LIMITS) FOR 1.5 MILES TO A T INTERSECTION WITH
 GB2357'COUNTY ROAD S 4461 (1) AT THE TOP OF A RIDGE. HERE TURN LEFT ON
 GB2357'COUNTY ROAD S 4461 AND GO EAST-NORTHEASTERLY FOR 0.35 OF A
 GB2357'MILE TO THE AZIMUTH MARK ON THE RIGHT WHERE THE ROAD CURVES SHARP TO
 GB2357'THE RIGHT. HERE CONTINUE ON COUNTY ROAD S 4461 IN A GENERAL WEST
 GB2357'AND SOUTHWESTERLY DIRECTION FOR 0.9 OF A MILE TO A WOODS ROAD ON THE
 GB2357'LEFT AND ETT, WITH CONVENTIONAL VEHICLE. HERE PACK NORTHERLY UP
 GB2357'STEEP HILL TO A SADDLE, HERE BEAR LEFT THROUGH THE WOODS IN A
 GB2357'NORTHWESTERLY DIRECTION TO THE TOP OF THE WOODED KNOLL AND THE
 GB2357'STATION AS DESCRIBED. THIS POINT IS ABOUT 0.5 OF A MILE
 GB2357'NORTH-NORTHWEST OF THE END OF TRUCK TRAVEL AND ABOUT A 35 MINUTE
 GB2357'PACK. IN DRY WEATHER WITH FOUR-WHEEL DRIVE EQUIPMENT, IT MAY
 GB2357'BE POSSIBLE TO DRIVE ALONG OLD LOGGING ROADS TO A POINT ABOUT 0.2 OF
 GB2357'A MILE SOUTH-SOUTHEAST OF THE STATION KNOB.
 GB2357'
 GB2357'THE STATION IS ON THE NARROW TOP OF A HEAVILY WOODED KNOLL ABOUT 80
 GB2357'FEET LONG NORTH AND SOUTH AND ABOUT 20 FEET WIDE EAST AND WEST,
 GB2357'40 FEET EAST OF AN 18-INCH, FOUR-TRUNKED CHESTNUT OAK TREE TREE ON
 GB2357'THE WEST EDGE OF THE KNOB AND WHICH HAS A TRIANGLE BLAZE ON THE
 GB2357'EAST SIDE OF THE EAST TRUNK, 27 FEET WEST OF A 12-INCH, TRIANGLE
 GB2357'BLAZED CHESTNUT OAK ON THE EAST SLOPE OF THE KNOB, 24 FEET
 GB2357'NORTH-NORTHWEST OF A 16-INCH, TRIANGLE BLAZED CHESTNUT OAK TREE ON
 GB2357'THE TOP OF THE KNOB, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND
 GB2357'SIGN. IT IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A 12 INCH BY 16
 GB2357'INCH BOULDER WHICH IS SLIGHTLY TILTED AND FLUSH WITH THE GROUND
 GB2357'SURFACE, AND THE DISK IS STAMPED HUDDLESTON KNOB 2 1935. IT SHOULD BE
 GB2357'NOTED THAT THE NUMERAL 9 IN THE DATE IS FORMED BY AN OUTLINE OF DOTS.
 GB2357'NO NOTE.
 GB2357'
 GB2357'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE KNOB, 35 FEET
 GB2357'SOUTH-SOUTHWEST OF THE 16-INCH, TRIANGLE BLAZED CHESTNUT OAK TREE ON
 GB2357'TOP OF THE KNOB, ABOUT 6 FEET BELOW THE STATION ELEVATION, AND 2.5
 GB2357'FEET WEST OF A 12-INCH CHESTNUT OAK TREE. IT IS A STANDARD DISK
 GB2357'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 2.5 FEET SOUTH
 GB2357'OF THE NORTH EDGE OF THE OUTCROP AND 1 FOOT WEST OF THE EAST EDGE
 GB2357'OF THE PROTRUDING TOP. THE DISK IS STAMPED HUDDLESTON KNOB 2 R.M. NO.
 GB2357'1 1935.
 GB2357'
 GB2357'REFERENCE MARK NO.2 IS ON THE NORTHWEST SLOPE OF THE KNOB, 19 FEET
 GB2357'NORTH OF AN 18-INCH, FOUR TRUNKED, TRIANGLE BLAZED CHESTNUT OAK
 GB2357'TREE, AND ABOUT 6 FEET BELOW THE STATION ELEVATION. IT IS A STANDARD
 GB2357'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 3
 GB2357'FEET EAST OF THE WEST AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE
 GB2357'PROTRUDING TOP. THE DISK IS STAMPED HUDDLESTON KNOB 2 R.M. NO. 2 1935
 GB2357'
 GB2357'DUE TO OBSTRUCTIONS, THE REFERENCE MARKS COULD NOT BE MEASURED
 GB2357'BETWEEN.
 GB2357'
 GB2357'THE AZIMUTH MARK IS ABOUT 0.95 OF A MILE WEST-NORTHWEST OF THE
 GB2357'STATION, 80 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GB2357'S 4461, 73 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 65
 GB2357'FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE, 47 FEET
 GB2357'SOUTHWEST OF A NORTHEAST FENCE CORNER POST, 42 FEET SOUTHEAST OF A
 GB2357'GUYED UTILITY POLE WITH METAL WITNESS SIGN ATTACHED, 37 FEET WEST
 GB2357'OF A BARN LOT FENCE, AND 34 FEET SOUTH OF A BARN LOT FENCE. IT IS A
 GB2357'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE NEAR THE
 GB2357'CENTER OF A MASSIVE OUTCROPPING OF BED ROCK AND THE DISK IS
 GB2357'STAMPED HUDDLESTON KNOB 2 AZI. 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH0228 ***********************************************************************
 EH0228  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0228  DESIGNATION -  HUDGINS RESET
 EH0228  PID         -  EH0228
 EH0228  STATE/COUNTY-  TN/SHELBY
 EH0228  USGS QUAD   -  HORN LAKE (1982)
 EH0228
 EH0228                         *CURRENT SURVEY CONTROL
 EH0228  ___________________________________________________________________
 EH0228* NAD 83(1995)-  34 59 52.54964(N)    090 00 07.30002(W)     ADJUSTED  
 EH0228* NAVD 88     -       106.03   (meters)     347.9    (feet)  GPS OBS   
 EH0228  ___________________________________________________________________
 EH0228  X           -       -,185.120 (meters)                     COMP
 EH0228  Y           -  -5,230,622.928 (meters)                     COMP
 EH0228  Z           -   3,637,723.925 (meters)                     COMP
 EH0228  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 EH0228  ELLIP HEIGHT-          78.62  (meters)          (05/31/05) GPS OBS
 EH0228  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EH0228
 EH0228  HORZ ORDER  -  FIRST
 EH0228  VERT ORDER  -  THIRD (See Below)
 EH0228  ELLP ORDER  -  FOURTH    CLASS II
 EH0228
 EH0228.The horizontal coordinates were established by GPS observations
 EH0228.and adjusted by the National Geodetic Survey in May 2005..
 EH0228
 EH0228.The orthometric height was determined by GPS observations and a
 EH0228.high-resolution geoid model using precise GPS observation and
 EH0228.processing techniques.
 EH0228.The vertical order pertains to the NGVD 29 superseded value.
 EH0228
 EH0228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0228
 EH0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 EH0228
 EH0228.The ellipsoidal height was determined by GPS observations
 EH0228.and is referenced to NAD 83.
 EH0228
 EH0228.The geoid height was determined by GEOID03.
 EH0228
 EH0228;                    North         East     Units Scale Factor Converg.
 EH0228;SPC TN       -    81,207.790   234,735.084   MT  1.00005404   -2 20 34.6
 EH0228;SPC TN       -   266,429.22    770,126.69   sFT  1.00005404   -2 20 34.6
 EH0228;SPC MS W     -   609,693.697   730,243.585   MT  0.99996127   +0 11 24.1
 EH0228;SPC MS W     - 2,000,303.40  2,395,807.50   sFT  0.99996127   +0 11 24.1
 EH0228;UTM  15      - 3,876,921.516   773,619.868   MT  1.00052282   +1 43 14.0
 EH0228;UTM  16      - 3,876,932.645   226,009.871   MT  1.00052532   -1 43 22.4
 EH0228
 EH0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0228!SPC TN       -   0.99998766  x   1.00005404  =   1.00004170
 EH0228!SPC MS W     -   0.99998766  x   0.99996127  =   0.99994893
 EH0228!UTM  15      -   0.99998766  x   1.00052282  =   1.00051047
 EH0228!UTM  16      -   0.99998766  x   1.00052532  =   1.00051297
 EH0228
 EH0228|---------------------------------------------------------------------|
 EH0228| PID    Reference Object                     Distance      Geod. Az  |
 EH0228|                                                           dddmmss.s |
 EH0228| EH0232 HUDGINS RM 3                         26.449 METERS 00135     |
 EH0228| EH0230 HUDGINS RM 2                         26.381 METERS 00414     |
 EH0228| EH0231 HUDGINS RM 1                         25.815 METERS 08552     |
 EH0228| EH2425 HUDGINS AZ MK                                      1804159.4 |
 EH0228|---------------------------------------------------------------------|
 EH0228
 EH0228                          SUPERSEDED SURVEY CONTROL
 EH0228
 EH0228  NAD 83(1995)-  34 59 52.55163(N)    090 00 07.29982(W) AD(       ) 3
 EH0228  NAD 83(1995)-  34 59 52.55232(N)    090 00 07.30047(W) AD(       ) 3
 EH0228  NAD 83(1995)-  34 59 52.55556(N)    090 00 07.30213(W) AD(       ) 3
 EH0228  NAD 83(1986)-  34 59 52.56136(N)    090 00 07.30092(W) AD(       ) 3
 EH0228  NGVD 29 (??/??/??)  106.02   (m)          347.8    (f) RESET       3  
 EH0228
 EH0228.Superseded values are not recommended for survey control.
 EH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0228.See file dsdata.txt to determine how the superseded data were derived.
 EH0228
 EH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7362076922(NAD 83)
 EH0228_MARKER: DS = TRIANGULATION STATION DISK
 EH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0228_SP_SET: MONUMENT
 EH0228_STAMPING: HUDGINS 1959 1970
 EH0228_MARK LOGO: NGS   
 EH0228_PROJECTION: FLUSH
 EH0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0228+STABILITY: SURFACE MOTION
 EH0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0228+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 EH0228
 EH0228  HISTORY     - Date     Condition        Report By
 EH0228  HISTORY     - 1970     MONUMENTED       NGS
 EH0228  HISTORY     - 1970     GOOD             NGS
 EH0228  HISTORY     - 1971     GOOD             NGS
 EH0228  HISTORY     - 1983     GOOD             MSU
 EH0228  HISTORY     - 19840712 GOOD             NGS
 EH0228  HISTORY     - 19891115 GOOD             NGS
 EH0228  HISTORY     - 20030414 GOOD             USACE
 EH0228  HISTORY     - 20030701 GOOD             EMCINC
 EH0228
 EH0228                          STATION DESCRIPTION
 EH0228
 EH0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EH0228'0.5 MI NE FROM SOUTHHAVEN.
 EH0228'ABOUT 0.65 OF A MILE EAST ALONG STATE LINE ROAD FROM THE NEW POST
 EH0228'OFFICE IN SOUTHHAVEN, MILL., THENCE NORTH ON INTERSTATE ROUTE 55 FOR
 EH0228'0.45 OF A MILE TO A LOW HIGHWAY CUT AND THE MARK ON THE RIGHT, ABOUT
 EH0228'0.25 OF A MILE NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE, 102 FEET
 EH0228'EAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANES OF INTERSTATE
 EH0228'ROUTE 55, 86.77 FEET SOUTH OF HUDGINS 1959 R.M. 3, 84.69 FEET WEST OF
 EH0228'HUDGINS R.M. 1, 6 FEET WEST OF THE CHAIN LINK FENCE ALONG THE EAST
 EH0228'RIGHT-OF-WAY OF INTERSTATE ROUTE 55, 1.0 FOOT NORTH OF A METAL WITNESS
 EH0228'POST AND SIGN, AND ABOUT 10 FEET ABOVE THE HIGHWAY. A STANDARD
 EH0228'TRAVERSE STATION DISK SET IN THE TOP OF A 10-INC, SQUARE, FLUSH,
 EH0228'CONCRETE MONUMENT AND THE DISK IS STAMPED HUDGINS 1959 1970. THE
 EH0228'ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK HUDGINS R.M. 1.
 EH0228
 EH0228                          STATION RECOVERY (1970)
 EH0228
 EH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EH0228'THE SURFACE STATION MARK MONUMENT WAS FOUND WITH THE DISK
 EH0228'SHEARED OFF THE SHANK BY MOWING EQUIPMENT.  REFERENCE MARK
 EH0228'NO. 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 EH0228'REFERENCE MARK NO. 2 WAS COMPLETELY DESTROYED BY CONSTRUCTION
 EH0228'AND THE DISK RECOVERED.  THE SURFACE STATION MARK WAS REMOVED
 EH0228'AND THE SUB-SURFACE MARK RECOVERED IN GOOD CONDITION.  A
 EH0228'FIRM PLUMBING BENCH WAS ERECTED OVER THIS MARK AND THE POINT
 EH0228'HELD.  A NEW SURFACE STATION MARK AND REFERENCE MARK NO. 3
 EH0228'WERE ESTABLISHED.  THE STATION WAS THEN OCCUPIED AND THE
 EH0228'HORIZONTAL ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE
 EH0228'REFERENCE MARKS.  WHEN THE ANGLES OBSERVED THIS DATE WERE
 EH0228'COMPARED WITH THE 1959 OBSERVATIONS A DISCREPANCY OF ONLY
 EH0228'- 01.0 SEC WAS NOTED FOR REFERENCE MARK NO. 1.  IN
 EH0228'CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE
 EH0228'STATION AND REFERENCE MARK NO. 1 A FLAT CHECK WAS
 EH0228'OBTAINED.  AS ALL MARKS AT THIS STATION WITH THE
 EH0228'EXCEPTION OF THE AZIMUTH MARK WERE BENCH MARKS, NEW
 EH0228'ELEVATIONS WERE TRANSFERRED TO THE NEW SURFACE STATION
 EH0228'MARK AND THE REFERENCE MARK NO. 3 USING HUDGINS R.M. 1
 EH0228'AS THE STARTING ELEVATION.
 EH0228'
 EH0228'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EH0228'
 EH0228'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF OAKVILLE,
 EH0228'ABOUT 2 MILES SOUTHEAST OF WHITE HAVEN, ABOUT 1/2 MILE NORTHEAST
 EH0228'OF SOUTHHAVEN, MISS., ABOUT 0.25 OF A MILE NORTH OF THE
 EH0228'TENNESSEE-MISSISSIPPI STATE LINE, AND ALONG THE EAST
 EH0228'RIGHT-OF-WAY OF INTERSTATE ROUTE 55.
 EH0228'
 EH0228'TO REACH THE STATION FROM THE NEW POST OFFICE IN SOUTHHAVEN,
 EH0228'MISS. GO EAST ON STATE LINE ROAD FOR 0.6 OF A MILE TO THE
 EH0228'INTERSTATE ROUTE 55 INTERCHANGE AND THE AZIMUTH MARK IN
 EH0228'THE OVERPASS AS DESCRIBED.  CONTINUE EAST ON STATE LINE
 EH0228'ROAD FOR ABOUT 0.05 OF A MILE TO THE ON RAMP TO INTERSTATE
 EH0228'ROUTE 55 NORTH.  HERE TURN LEFT ONTO THE INTERSTATE AND GO
 EH0228'NORTH FOR 0.45 OF A MILE TO A LOW CUT AND THE MARK ON THE
 EH0228'RIGHT AS DESCRIBED.
 EH0228'
 EH0228'THE STATION IS 102 FEET EAST OF THE APPROXIMATE CENTER OF
 EH0228'THE NORTH BOUND LANES OF INTERSTATE ROUTE 55, 6 FEET WEST
 EH0228'OF THE CHAIN LINK FENCE ALONG THE EAST RIGHT-OF-WAY, AND
 EH0228'1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS
 EH0228'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 EH0228'CONCRETE MONUMENT AND THE DISK IS STAMPED HUDGINS 1959
 EH0228'1970.
 EH0228'
 EH0228'REFERENCE MARK NO. 1 IS ACROSS THE RIGHT-OF-WAY FENCE EAST
 EH0228'OF THE STATION, 117 FEET WEST OF THE APPROXIMATE CENTER OF
 EH0228'HUDGINS ROAD, 79 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF
 EH0228'INTERSTATE ROUTE 55, 30 FEET NORTH-NORTHWEST OF A RED AND WHITE
 EH0228'POST MARKING A GAS TRANSMISSION LINE, AND 0.8 OF A FOOT SOUTH OF
 EH0228'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 EH0228'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 EH0228'DISK IS STAMPED HUDGINS NO 1 1959.
 EH0228'
 EH0228'REFERENCE MARK NO. 3 IS 106 FEET EAST OF THE APPROXIMATE
 EH0228'CENTER OF THE NORTH BOUND LANES OF INTERSTATE ROUTE 55,
 EH0228'1.1 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE OF INTERSTATE
 EH0228'ROUTE 55, 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN,
 EH0228'AND ABOUT 1.5 FEET ABOVE THE STATION ELEVATION.  IT IS A
 EH0228'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 EH0228'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 EH0228'HUDGINS 1959 NO 3 1970.
 EH0228'
 EH0228'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO.
 EH0228'1 AND REFERENCE MARK NO. 3 IS 115.06 FEET - (35.070) METERS.
 EH0228'
 EH0228'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE SOUTH OF THE
 EH0228'TENNESSEE-MISSISSIPPI STATE LINE IN DESOTO COUNTY MISSISSIPPI,
 EH0228'16 FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANES
 EH0228'OF INTERSTATE ROUTE 55, 5 FEET NORTH OF THE EXPANSION LOCK
 EH0228'AT THE NORTH END OF THE OVERPASS STRUCTURE, 3.5 FEET SOUTHWEST
 EH0228'OF THE NORTH END OF A BULLS NOSED, CONCRETE RAILING HEAD,
 EH0228'AND 0.8 OF A FOOT ABOVE THE DECK OF THE OVERPASS.  IT IS
 EH0228'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 EH0228'BASE OF THE CONCRETE RAILING HEAD AT THE NORTHEAST END OF THE
 EH0228'STRUCTURE AND THE DISK IS STAMPED HUDGINS 1959.
 EH0228'
 EH0228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 EH0228'1/2 MILE NORTHEAST OF SOUTHHAVEN, MISS.
 EH0228
 EH0228                          STATION RECOVERY (1971)
 EH0228
 EH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EH0228'THE STATION MARK, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK
 EH0228'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 EH0228'HAD BEEN DESTROYED BY CONSTRUCTION OF A HOUSING PROJECT
 EH0228'AND THE CONCRETE MONUMENT WITH THE DISK INTACT WAS FOUND
 EH0228'NEARBY, AND THE DISK RECOVERED.  A NEW REFERENCE MARK NO. 4
 EH0228'WAS ESTABLISHED.  THE STATION WAS THEN OCCUPIED AND THE
 EH0228'HORIZONTAL ANGLE BETWEEN THE SOUTHHAVEN, MISS. AMERICAN
 EH0228'ELECTRIC CO. WATER TANK AND THE REFERENCE MARKS OBSERVED.  IN
 EH0228'CHECKING THE ANGLE BETWEEN THIS TANK AND REFERENCE MARK NO.
 EH0228'3 AS OBSERVED IN 1970 THE ANGLE OBSERVED THIS DATE
 EH0228'CHECKED THE 1970 OBSERVATIONS WITHIN THE REQUIRED
 EH0228'LIMITS.  THE HORIZONTAL MEASURED DISTANCE BETWEEN THE
 EH0228'STATION AND REFERENCE MARK NO. 3 WAS CHECKED AND
 EH0228'VERIFIED.  AS ALL MARKS AT THIS STATION WERE BENCH MARKS AND
 EH0228'ELEVATION WAS TRANSFERRED FROM HUDGINS 1959 1970 TO THE
 EH0228'NEW R.M. NO. 4.
 EH0228'
 EH0228'THE FOLLOWING NEW DESCRIPTION IS AN ADDENDUM TO THE 1970
 EH0228'RECOVERY NOTE.
 EH0228'
 EH0228'THE 1970 STATION TO-REACH IS COMPLETELY ADEQUATE.
 EH0228'
 EH0228'THE DETAILED DESCRIPTION FOR THE STATION MARK, REFERENCE
 EH0228'MARK NO. 3 AND THE AZIMUTH MARK ARE EXACTLY AS DESCRIBED
 EH0228'IN THE 1970 RECOVERY NOTE.  REFERENCE MARK NO. 1 IS COMPLETELY
 EH0228'DESTROYED.
 EH0228'
 EH0228'FOLLOWING IS A DETAILED DESCRIPTION FOR THE NEWLY ESTABLISHED
 EH0228'REFERENCE MARK NO. 4.
 EH0228'
 EH0228'REFERENCE MARK NO. 4 IS 73 FEET EAST OF THE APPROXIMATE
 EH0228'CENTER OF THE NORTH BOUND LANES OF INTERSTATE ROUTE 55,
 EH0228'34 FEET WEST OF THE CHAIN LINK FENCE ALONG THE EAST RIGHT-OF-WAY,
 EH0228'28 FEET WEST OF THE METAL WITNESS POST AT THE STATION MARK,
 EH0228'AND AT A BREAK IN THE BACKSLOPE ABOUT 2.5 FEET BELOW THE
 EH0228'STATION ELEVATION.  IT IS A STANDARD DISK SET IN THE TOP OF
 EH0228'AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 EH0228'IS STAMPED HUDGINS 1959 NO 4 1971.
 EH0228'
 EH0228'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO.
 EH0228'3 AND REFERENCE MARK NO. 4 IS 95.90 FEET - 29.231 METERS.
 EH0228'
 EH0228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/2 MILE
 EH0228'NE. OF SOUTHHAVEN, MISS.
 EH0228
 EH0228                          STATION RECOVERY (1983)
 EH0228
 EH0228'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (MD)
 EH0228'RECOVERED IN GOOD CONDITION.
 EH0228
 EH0228                          STATION RECOVERY (1984)
 EH0228
 EH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EH0228'THE STATION MARK, RM 3 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 EH0228'CONDITION.  THE DISK HAD BEEN SHEARED OFF OF RM 4 AND RM 5 WAS
 EH0228'REPLACED IN THE REMAINING PORTION OF THE MONUMENT.  THE AZIMUTH MARK
 EH0228'IS NO LONGER VISIBLE DUE TO TREES AND AZ MK 2 WAS ESTABLISHED AT THIS
 EH0228'TIME.  THE DISTANCE TO RM 3 CHECKED PREVIOUS DATA.  THE DIRECTION TO
 EH0228'RM 3 DID NOT CHECK AND DIFFERED BY 1 MINUTE AND 47 SECONDS.  THE SOUTH
 EH0228'HAVEN, MISS, AMERICAN ELECTRIC CO WATER TANK MENTIONED IN THE 1970 AND
 EH0228'1971 RECOVERY NOTES IS NOW RED AND WHITE WITH ITT LIGHTING FIXTURE
 EH0228'DIVISION PAINTED ON IT.  THE DIRECTION TO THIS WATER TANK CHECKED THE
 EH0228'1970 DATA.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 8
 EH0228'KM (4.95 MI) SOUTHWEST OF OAKVILLE, 3 KM (1.85 MI) SOUTHEAST OF WHITE
 EH0228'HAVEN, 0.4 KM (0.25 MI) NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE
 EH0228'AND ALONG THE EAST RIGHT OF WAY OF INTERSTATE 55.  TO REACH THE
 EH0228'STATION OF THE STATE LINE ROAD ENTRANCE TO INTERSTATE 55, WHICH IS THE
 EH0228'FIRST ENTRANCE SOUTH OF THE TENNESSEE BORDER, GO NORTH ON INTERSTATE
 EH0228'55 FOR 0.7 KM (0.45 MI) TO A LOW CUT AND THE STATION ON THE RIGHT.
 EH0228' 
 EH0228'THE STATION IS A STANDARD NGS DISK STAMPED---HUDGINS 1959 1970---,
 EH0228'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 EH0228'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 36 METERS
 EH0228'(118.1 FT) NORTH FROM THE CENTERLINE OF A POWERLINE RIGHT OF WAY, 31
 EH0228'METERS (101.7 FT) EAST FROM THE CENTERLINE OF NORTHBOUND INTERSTATE
 EH0228'55, 1.8 METERS (5.9 FT) WEST FROM THE EAST RIGHT OF WAY FENCE, 0.3
 EH0228'METER (1.0 FT) NORTH FROM A METAL WITNESS POST.
 EH0228' 
 EH0228'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---HUDGINS 1959
 EH0228'NO 3 1970---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10
 EH0228'INCHES (25 CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE
 EH0228'GROUND.  THE STATION IS LOCATED 32.3 METERS (106.0 FT) EAST FROM THE
 EH0228'CENTERLINE OF NORTHBOUND INTERSTATE 55, 0.3 METERS (1.0 FT) WEST FROM
 EH0228'THE EAST RIGHT OF WAY FENCE, 0.3 METERS (1.0 FT) SOUTH FROM A METAL
 EH0228'WITNESS POST, AND 0.4 METERS (1.3 FT) HIGHER THAN THE STATION.
 EH0228' 
 EH0228'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--HUDGINS 1959 NO 5
 EH0228'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES
 EH0228'(25 CM) IN DIAMTER, FLUSH WITH THE GROUND.  THE STATION IS LOCATED 35
 EH0228'METERS (114.8 FT) NORTH FROM THE CENTERLINE OF A POWERLINE RIGHT OF
 EH0228'WAY 22.2 METERS (72.8 FT) EAST FROM THE CENTERLINE OF NORTHBOUND
 EH0228'INTERSTATE 55, 10.4 METERS (34.1 FT) WEST FROM THE EAST RIGHT OF
 EH0228'WAY FENCE AND 0.8 METERS (2.6 FT) LOWER THAN THE STATION.
 EH0228' 
 EH0228'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--HUDGINS 1959 NO 2
 EH0228'1984--, SET INTO THE TOP NORTHEAST CORNER OF A CONCRETE CULVERT
 EH0228'HEADWALL. THE STATION IS LOCATED 21.3 METERS (69.9 FT) SOUTH FROM THE
 EH0228'CENTERLINE OF THE HOLMES STREET OVERPASS BRIDGE, 11.3 METERS (37.1
 EH0228'FT) WEST FROM THE CENTERLINE OF SOUTHBOUND INTERSTATE 55, 2.11
 EH0228'METERS (6.92 FT) NORTH FROM THE SOUTH END OF THE CULVERT
 EH0228'HEADWALL.  TO REACH THE AZIMUTH MARK FROM THE STATE LINE ROAD
 EH0228'ENTRANCE TO INTERSTATE 55 GO NORTH ON INTERSTATE 55 FOR 1.8 KM
 EH0228'(1.10 MI) TO THE HOLMES STREET OVERPASS AND THE MARK ON THE LEFT.
 EH0228
 EH0228                          STATION RECOVERY (1989)
 EH0228
 EH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EH0228'RECOVERED IN GOOD CONDITION.
 EH0228
 EH0228                          STATION RECOVERY (2003)
 EH0228
 EH0228'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0228'RECOVERED IN GOOD CONDITION.
 EH0228
 EH0228                          STATION RECOVERY (2003)
 EH0228
 EH0228'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 EH0228'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH0232 ***********************************************************************
 EH0232  DESIGNATION -  HUDGINS RM 3
 EH0232  PID         -  EH0232
 EH0232  STATE/COUNTY-  TN/SHELBY
 EH0232  USGS QUAD   -  HORN LAKE (1982)
 EH0232
 EH0232                         *CURRENT SURVEY CONTROL
 EH0232  ___________________________________________________________________
 EH0232* NAD 83(1986)-  34 59 51.     (N)    090 00 08.     (W)     SCALED    
 EH0232* NAVD 88     -       106.50   (+/-2cm)     349.4    (feet)  VERTCON   
 EH0232  ___________________________________________________________________
 EH0232  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EH0232
 EH0232  VERT ORDER  -  THIRD (See Below)
 EH0232
 EH0232.The horizontal coordinates were scaled from a topographic map and have
 EH0232.an estimated accuracy of +/- 6 seconds.
 EH0232
 EH0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0232.The vertical order pertains to the NGVD 29 superseded value.
 EH0232
 EH0232.The geoid height was determined by GEOID03.
 EH0232
 EH0232;                    North         East    Units  Estimated Accuracy
 EH0232;SPC TN       -    81,160.      234,720.      MT  (+/- 180 meters Scaled)
 EH0232
 EH0232                          SUPERSEDED SURVEY CONTROL
 EH0232
 EH0232  NGVD 29 (??/??/??)  106.47   (m)          349.3    (f) RESET       3  
 EH0232
 EH0232.Superseded values are not recommended for survey control.
 EH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0232.See file dsdata.txt to determine how the superseded data were derived.
 EH0232
 EH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU736768(NAD 83)
 EH0232_MARKER: DR = REFERENCE MARK DISK
 EH0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EH0232_SP_SET: CONCRETE MONUMENT
 EH0232_STAMPING: HUDGINS 1959 NO 3 1970
 EH0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0232
 EH0232  HISTORY     - Date     Condition        Report By
 EH0232  HISTORY     - 1970     MONUMENTED       NGS
 EH0232  HISTORY     - 1971     GOOD             NGS
 EH0232  HISTORY     - 1983     GOOD             MSU
 EH0232
 EH0232                          STATION DESCRIPTION
 EH0232
 EH0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EH0232'0.5 MI NE FROM SOUTHHAVEN.
 EH0232'THIS MARK IS AT THE HUDGINS 1959 1970 TRAVERSE STATION SITE, 115.06
 EH0232'FEET NORTHWEST OF HUDGINS R.M. 1, 106 FEET EAST OF THE APPROXIMATE
 EH0232'CENTER OF THE NORTH BOUND LANES OF INTERSTATE ROUTE 55, 86.77 FEET
 EH0232'NORTH OF HUDGINS 1959 1970, 1.1 FEET WEST OF THE EAST RIGHT-OF-WAY
 EH0232'FENCE OF INTERSTATE ROUTE 55, AND 1.0 FOOT SOUTH OF A METAL WITNESS
 EH0232'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 EH0232'ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 EH0232'STAMPED HUDGINS 1959 NO 3 1970.  THE ELEVATION WAS TRANSFERRED TO THIS
 EH0232'MARK FROM BENCH MARK HUDGINS R.M. 1.
 EH0232
 EH0232                          STATION RECOVERY (1971)
 EH0232
 EH0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EH0232'RECOVERED IN GOOD CONDITION.
 EH0232
 EH0232                          STATION RECOVERY (1983)
 EH0232
 EH0232'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (MD)
 EH0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH0229 ***********************************************************************
 EH0229  DESIGNATION -  HUDGINS RM 4
 EH0229  PID         -  EH0229
 EH0229  STATE/COUNTY-  TN/SHELBY
 EH0229  USGS QUAD   -  HORN LAKE (1982)
 EH0229
 EH0229                         *CURRENT SURVEY CONTROL
 EH0229  ___________________________________________________________________
 EH0229* NAD 83(1986)-  34 59 50.     (N)    090 00 08.     (W)     SCALED    
 EH0229* NAVD 88     -       105.29   (+/-2cm)     345.4    (feet)  VERTCON   
 EH0229  ___________________________________________________________________
 EH0229  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EH0229
 EH0229  VERT ORDER  -  THIRD (See Below)
 EH0229
 EH0229.The horizontal coordinates were scaled from a topographic map and have
 EH0229.an estimated accuracy of +/- 6 seconds.
 EH0229
 EH0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 EH0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EH0229.The vertical order pertains to the NGVD 29 superseded value.
 EH0229
 EH0229.The geoid height was determined by GEOID03.
 EH0229
 EH0229;                    North         East    Units  Estimated Accuracy
 EH0229;SPC TN       -    81,130.      234,710.      MT  (+/- 180 meters Scaled)
 EH0229
 EH0229                          SUPERSEDED SURVEY CONTROL
 EH0229
 EH0229  NGVD 29 (??/??/??)  105.26   (m)          345.3    (f) RESET       3  
 EH0229
 EH0229.Superseded values are not recommended for survey control.
 EH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0229.See file dsdata.txt to determine how the superseded data were derived.
 EH0229
 EH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU736768(NAD 83)
 EH0229_MARKER: DR = REFERENCE MARK DISK
 EH0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0229_STAMPING: HUDGINS 1959 NO 4 1971
 EH0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0229+STABILITY: SURFACE MOTION
 EH0229
 EH0229  HISTORY     - Date     Condition        Report By
 EH0229  HISTORY     - 1971     MONUMENTED       NGS
 EH0229  HISTORY     - 1983     SEE DESCRIPTION  MSU
 EH0229
 EH0229                          STATION DESCRIPTION
 EH0229
 EH0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EH0229'0.5 MI NE FROM SOUTHHAVEN.
 EH0229'THIS MARK IS AT THE HUDGINS 1959 1970 TRAVERSE STATION SITE, 95.90
 EH0229'FEET SOUTH-SOUTHWEST OF HUDGINS 1959 R.M. 3, 73 FEET EAST OF THE
 EH0229'APPROXIMATE CENTER OF THE NORTH BOUND LANES OF INTERSTATE ROUTE 55, 34
 EH0229'FEET WEST OF THE CHAIN LINK FENCE ALONG THE EAST RIGHT-OF-WAY, 28.60
 EH0229'FEET WEST OF THE HUDGINS 1959 1970, 28 FEET WEST OF A METAL WITNESS
 EH0229'POST, AND AT A BREAK IN THE BACKSLOPE DOWNWARD TO THE HIGHWAY. IT IS A
 EH0229'STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 EH0229'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HUDGINS 1959 NO 4
 EH0229'1971.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK
 EH0229'HUDGINS 1959 1970.
 EH0229
 EH0229                          STATION RECOVERY (1983)
 EH0229
 EH0229'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (MD)
 EH0229'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH3133 ***********************************************************************
 EH3133  DESIGNATION -  HUDGINS RM 5
 EH3133  PID         -  EH3133
 EH3133  STATE/COUNTY-  TN/SHELBY
 EH3133  USGS QUAD   -  HORN LAKE (1982)
 EH3133
 EH3133                         *CURRENT SURVEY CONTROL
 EH3133  ___________________________________________________________________
 EH3133* NAD 83(1986)-  34 59 51.     (N)    090 00 08.     (W)     SCALED    
 EH3133* NAVD 88     -       105.39   (meters)     345.8    (feet)  RESET     
 EH3133  ___________________________________________________________________
 EH3133  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EH3133
 EH3133  VERT ORDER  -  THIRD
 EH3133
 EH3133.The horizontal coordinates were scaled from a topographic map and have
 EH3133.an estimated accuracy of +/- 6 seconds.
 EH3133
 EH3133.The orthometric height was computed from unverified reset data.
 EH3133.No vertical observational check was made to the station.
 EH3133
 EH3133.The geoid height was determined by GEOID03.
 EH3133
 EH3133;                    North         East    Units  Estimated Accuracy
 EH3133;SPC TN       -    81,160.      234,720.      MT  (+/- 180 meters Scaled)
 EH3133
 EH3133                          SUPERSEDED SURVEY CONTROL
 EH3133
 EH3133.No superseded survey control is available for this station.
 EH3133
 EH3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU736768(NAD 83)
 EH3133_MARKER: DR = REFERENCE MARK DISK
 EH3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3133_SP_SET: CONCRETE POST
 EH3133_STAMPING: HUDGINS 1959 NO 5 1984
 EH3133_MARK LOGO: NGS   
 EH3133_PROJECTION: FLUSH
 EH3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3133+STABILITY: SURFACE MOTION
 EH3133
 EH3133  HISTORY     - Date     Condition        Report By
 EH3133  HISTORY     - 1984     MONUMENTED       NGS
 EH3133
 EH3133                          STATION DESCRIPTION
 EH3133
 EH3133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EH3133'0.8 KM (0.50 MI) NE FROM SOUTHHAVEN.
 EH3133'0.7 KM (0.45 MI) NORTH ALONG INTERSTATE 55 FROM THE STATE LINE ROAD
 EH3133'JUNCTION, WHICH IS THE FIRST EXIT SOUTH OF THE MISSISSIPPI-TENNESSEE
 EH3133'STATE LINE, 35 M (114.8 FT) NORTH OF THE CENTERLINE OF A POWERLINE
 EH3133'RIGHT OF WAY, 22.2 M (72.8 FT) EAST OF THE CENTERLINE OF NORTHBOUND
 EH3133'INTERSTATE 55 AND 10.4 M (34.1 FT) WEST OF THE EAST RIGHT OF WAY
 EH3133'FENCE.
 EH3133'THE MARK IS 8.7 METERS  S FROM  A WITNESS POST
 EH3133'THE MARK IS 2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0881 ***********************************************************************
 FC0881  DESIGNATION -  HUGH
 FC0881  PID         -  FC0881
 FC0881  STATE/COUNTY-  TN/CUMBERLAND
 FC0881  USGS QUAD   -  DORTON (1991)
 FC0881
 FC0881                         *CURRENT SURVEY CONTROL
 FC0881  ___________________________________________________________________
 FC0881* NAD 83(1995)-  35 58 08.26900(N)    084 59 37.72796(W)     ADJUSTED  
 FC0881* NAVD 88     -       598.280  (meters)    1962.86   (feet)  ADJUSTED  
 FC0881  ___________________________________________________________________
 FC0881  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 FC0881  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC0881  DYNAMIC HT  -         597.723 (meters)    1961.03  (feet)  COMP
 FC0881  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC0881
 FC0881  HORZ ORDER  -  SECOND
 FC0881  VERT ORDER  -  SECOND    CLASS 0
 FC0881
 FC0881.The horizontal coordinates were established by classical geodetic methods
 FC0881.and adjusted by the National Geodetic Survey in April 1999..
 FC0881
 FC0881.The orthometric height was determined by differential leveling
 FC0881.and adjusted by the National Geodetic Survey in June 1991..
 FC0881
 FC0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0881
 FC0881.The geoid height was determined by GEOID03.
 FC0881
 FC0881.The dynamic height is computed by dividing the NAVD 88
 FC0881.geopotential number by the normal gravity value computed on the
 FC0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0881.degrees latitude (g = 980.6199 gals.).
 FC0881
 FC0881.The modeled gravity was interpolated from observed gravity values.
 FC0881
 FC0881;                    North         East     Units Scale Factor Converg.
 FC0881;SPC TN       -   181,938.364   690,751.004   MT  0.99995116   +0 35 20.6
 FC0881;SPC TN       -   596,909.45  2,266,238.92   sFT  0.99995116   +0 35 20.6
 FC0881;UTM  16      - 3,982,366.634   680,895.219   MT  1.00000322   +1 10 43.1
 FC0881
 FC0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0881!SPC TN       -   0.99991062  x   0.99995116  =   0.99986179
 FC0881!UTM  16      -   0.99991062  x   1.00000322  =   0.99991384
 FC0881
 FC0881:                Primary Azimuth Mark                     Grid Az
 FC0881:SPC TN       -  LINGER LAKE ATT MICROWAVE TWR            017 48 10.6
 FC0881:UTM  16      -  LINGER LAKE ATT MICROWAVE TWR            017 12 48.1
 FC0881
 FC0881|---------------------------------------------------------------------|
 FC0881| PID    Reference Object                     Distance      Geod. Az  |
 FC0881|                                                           dddmmss.s |
 FC0881| GB2611 LINGER LAKE ATT MICROWAVE TWR       APPROX. 6.2 KM 0182331.2 |
 FC0881| FC0883 HUGH RM 1                            22.198 METERS 11252     |
 FC0881| FC1828 CROSSVILLE RADIO STA WAEW MAST      APPROX. 4.3 KM 2410340.6 |
 FC0881| FC0884 HUGH AZ MK                                         2425700.7 |
 FC0881| FC1056 SELLS                               APPROX. 4.9 KM 3015747.8 |
 FC0881| FC0882 HUGH RM 2                            14.728 METERS 34613     |
 FC0881|---------------------------------------------------------------------|
 FC0881
 FC0881                          SUPERSEDED SURVEY CONTROL
 FC0881
 FC0881  NAD 83(1995)-  35 58 08.27403(N)    084 59 37.72814(W) AD(       ) 2
 FC0881  NAD 83(1986)-  35 58 08.28073(N)    084 59 37.72749(W) AD(       ) 2
 FC0881  NAD 27      -  35 58 08.03680(N)    084 59 37.88540(W) AD(       ) 2
 FC0881  NGVD 29 (??/??/92)  598.346  (m)         1963.07   (f) ADJ UNCH    2 0
 FC0881
 FC0881.Superseded values are not recommended for survey control.
 FC0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0881.See file dsdata.txt to determine how the superseded data were derived.
 FC0881
 FC0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8089582367(NAD 83)
 FC0881_MARKER: DE = TRAVERSE STATION DISK
 FC0881_SETTING: 66 = SET IN ROCK OUTCROP
 FC0881_SP_SET: BEDROCK
 FC0881_STAMPING: HUGH 1960
 FC0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0881+STABILITY: POSITION/ELEVATION WELL
 FC0881
 FC0881  HISTORY     - Date     Condition        Report By
 FC0881  HISTORY     - 1960     MONUMENTED       CGS
 FC0881  HISTORY     - 1960     GOOD             CGS
 FC0881
 FC0881                          STATION DESCRIPTION
 FC0881
 FC0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0881'THE STATION IS LOCATED ON THE PROPERTY OF MR. HUGH DAVENPORT, ABOUT 2
 FC0881'1/2 MILES NORTHEAST OF CROSSVILLE, AND ON THE HIGHEST HILL IN
 FC0881'THE VICINITY.
 FC0881'
 FC0881'TO REACH THE STATION FROM THE POST OFFICE IN CROSSVILLE, GO SOUTH, ON
 FC0881'THE MAIN STREET FOR 0.1 MILE TO W. FIRST ST.  TURN LEFT, AND GO
 FC0881'EASTERLY ON THE MAIN ROAD FOR 2.0 MILES TO A T-ROAD ON THE LEFT.
 FC0881'TURN LEFT, NORTH, AND GO 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FC0881'PROCEED NORTH, 0.05 MILE TO A TRACK ROAD RIGHT, TURN RIGHT, AND GO
 FC0881'0.05 MILE TO THE STATION.
 FC0881'
 FC0881'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HUGH 1960,
 FC0881'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH.
 FC0881'IT IS 13 FEET SOUTH OF THE CENTER OF A TRACK ROAD, AND 1.9 FEET EAST
 FC0881'OF A WITNESS SIGN.
 FC0881'
 FC0881'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HUGH NO 1 1960,
 FC0881'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH.
 FC0881'IT IS 16 FEET EAST OF A 10-INCH TREE, AND SET ON THE SOUTHEAST SLOPE
 FC0881'OF HILL ABOUT 4 FEET LOWER THAN THE STATION MARK.
 FC0881'
 FC0881'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HUGH NO 2 1960,
 FC0881'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND SET FLUSH.
 FC0881'IT IS 48.4 FEET NORTH OF A WITNESS SIGN, AND 38 FEET NORTH OF THE
 FC0881'CENTER OF A TRACK ROAD.
 FC0881'
 FC0881'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUGH 1960, SET IN A
 FC0881'CONCRETE MONUMENT, AND SET FLUSH.  IT IS 46 FEET WEST OF THE CENTER
 FC0881'OF A GRAVELED ROAD, 10 FEET WEST OF THE CENTER OF A TRACK ROAD, 2
 FC0881'FEET SOUTHEAST OF A POWER LINE POLE, AND 1.9 FEET NORTH OF A
 FC0881'WITNESS SIGN.
 FC0881'
 FC0881'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 FC0881
 FC0881                          STATION RECOVERY (1960)
 FC0881
 FC0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0881'2 MI NW FROM DORTON.
 FC0881'FROM THE DORTON SCHOOL IN DORTON, GO 1.55 MILES WEST ON A GRAVELED
 FC0881'AND PAVED ROAD, THEN 0.6 MILE NORTH ON A GRAVELED ROAD TO A
 FC0881'TRACK ROAD, THEN 0.05 MILE EAST ON THE TRACK ROAD.  THE STATION
 FC0881'MARK IS 13 FT. SOUTH OF THE CENTER OF THE TRACK ROAD, AND 1.9
 FC0881'FT. EAST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL
 FC0881'HOLE IN OUTCROPPING BEDROCK, AND IS ABOUT LEVEL WITH THE TRACK
 FC0881'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0884 ***********************************************************************
 FC0884  DESIGNATION -  HUGH AZ MK
 FC0884  PID         -  FC0884
 FC0884  STATE/COUNTY-  TN/CUMBERLAND
 FC0884  USGS QUAD   -  DORTON (1991)
 FC0884
 FC0884                         *CURRENT SURVEY CONTROL
 FC0884  ___________________________________________________________________
 FC0884* NAD 83(1986)-  35 58 08.     (N)    084 59 41.     (W)     SCALED    
 FC0884* NAVD 88     -       593.336  (meters)    1946.64   (feet)  ADJUSTED  
 FC0884  ___________________________________________________________________
 FC0884  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC0884  DYNAMIC HT  -         592.783 (meters)    1944.82  (feet)  COMP
 FC0884  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FC0884
 FC0884  VERT ORDER  -  SECOND    CLASS 0
 FC0884
 FC0884.The horizontal coordinates were scaled from a topographic map and have
 FC0884.an estimated accuracy of +/- 6 seconds.
 FC0884
 FC0884.The orthometric height was determined by differential leveling
 FC0884.and adjusted by the National Geodetic Survey in June 1991..
 FC0884
 FC0884.The geoid height was determined by GEOID03.
 FC0884
 FC0884.The dynamic height is computed by dividing the NAVD 88
 FC0884.geopotential number by the normal gravity value computed on the
 FC0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0884.degrees latitude (g = 980.6199 gals.).
 FC0884
 FC0884.The modeled gravity was interpolated from observed gravity values.
 FC0884
 FC0884;                    North         East    Units  Estimated Accuracy
 FC0884;SPC TN       -   181,930.      690,670.      MT  (+/- 180 meters Scaled)
 FC0884
 FC0884                          SUPERSEDED SURVEY CONTROL
 FC0884
 FC0884  NGVD 29 (??/??/92)  593.402  (m)         1946.85   (f) ADJ UNCH    2 0
 FC0884
 FC0884.Superseded values are not recommended for survey control.
 FC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0884.See file dsdata.txt to determine how the superseded data were derived.
 FC0884
 FC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE808823(NAD 83)
 FC0884_MARKER: DB = BENCH MARK DISK
 FC0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0884_STAMPING: HUGH 1960
 FC0884_MARK LOGO: CGS   
 FC0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0884+STABILITY: SURFACE MOTION
 FC0884
 FC0884  HISTORY     - Date     Condition        Report By
 FC0884  HISTORY     - 1960     MONUMENTED       CGS
 FC0884
 FC0884                          STATION DESCRIPTION
 FC0884
 FC0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0884'2 MI NW FROM DORTON.
 FC0884'FROM THE DORTON SCHOOL IN DORTON, GO 1.55 MILES WEST ON A GRAVELED
 FC0884'AND PAVED ROAD, THEN 0.55 MILES NORTH ON A GRAVELED ROAD TO THE
 FC0884'CREST OF A HILL.  THE AZIMUTH MARK IS 46 FT. WEST OF THE CENTER
 FC0884'OF THE GRAVELED ROAD, 10 FT. WEST OF THE CENTER OF A TRACK ROAD,
 FC0884'2 FT. SOUTHEAST OF A POWER LINE POLE, AND 1.9 FT. NORTH OF A WITNESS
 FC0884'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0884'WITH THE GROUND AND ABOUT 3 FT. ABOVE THE LEVEL OF THE GRAVELED
 FC0884'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0883 ***********************************************************************
 FC0883  DESIGNATION -  HUGH RM 1
 FC0883  PID         -  FC0883
 FC0883  STATE/COUNTY-  TN/CUMBERLAND
 FC0883  USGS QUAD   -  DORTON (1991)
 FC0883
 FC0883                         *CURRENT SURVEY CONTROL
 FC0883  ___________________________________________________________________
 FC0883* NAD 83(1986)-  35 58 08.     (N)    084 59 37.     (W)     SCALED    
 FC0883* NAVD 88     -       596.970  (meters)    1958.56   (feet)  ADJUSTED  
 FC0883  ___________________________________________________________________
 FC0883  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC0883  DYNAMIC HT  -         596.414 (meters)    1956.73  (feet)  COMP
 FC0883  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC0883
 FC0883  VERT ORDER  -  SECOND    CLASS 0
 FC0883
 FC0883.The horizontal coordinates were scaled from a topographic map and have
 FC0883.an estimated accuracy of +/- 6 seconds.
 FC0883
 FC0883.The orthometric height was determined by differential leveling
 FC0883.and adjusted by the National Geodetic Survey in June 1991..
 FC0883
 FC0883.The geoid height was determined by GEOID03.
 FC0883
 FC0883.The dynamic height is computed by dividing the NAVD 88
 FC0883.geopotential number by the normal gravity value computed on the
 FC0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0883.degrees latitude (g = 980.6199 gals.).
 FC0883
 FC0883.The modeled gravity was interpolated from observed gravity values.
 FC0883
 FC0883;                    North         East    Units  Estimated Accuracy
 FC0883;SPC TN       -   181,930.      690,770.      MT  (+/- 180 meters Scaled)
 FC0883
 FC0883                          SUPERSEDED SURVEY CONTROL
 FC0883
 FC0883  NGVD 29 (??/??/92)  597.036  (m)         1958.78   (f) ADJ UNCH    2 0
 FC0883
 FC0883.Superseded values are not recommended for survey control.
 FC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0883.See file dsdata.txt to determine how the superseded data were derived.
 FC0883
 FC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE809823(NAD 83)
 FC0883_MARKER: DR = REFERENCE MARK DISK
 FC0883_SETTING: 66 = SET IN ROCK OUTCROP
 FC0883_SP_SET: BEDROCK
 FC0883_STAMPING: HUGH NO 1 1960
 FC0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0883+STABILITY: POSITION/ELEVATION WELL
 FC0883
 FC0883  HISTORY     - Date     Condition        Report By
 FC0883  HISTORY     - 1960     MONUMENTED       CGS
 FC0883
 FC0883                          STATION DESCRIPTION
 FC0883
 FC0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0883'2 MI NW FROM DORTON.
 FC0883'THIS MARK IS LOCATED AT THE HUGH 1960 STATION SITE, 72.8 FT.
 FC0883'EAST OF THE STATION MARK, 74.8 FT. EAST OF A WITNESS SIGN, 16
 FC0883'FT. EAST OF A 10-INCH TREE, AND SET ON THE SOUTHEAST SLOPE OF A
 FC0883'HILL ABOUT 4 FT. LOWER THAN THE STATION MARK.  THE DISK IS
 FC0883'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0882 ***********************************************************************
 FC0882  DESIGNATION -  HUGH RM 2
 FC0882  PID         -  FC0882
 FC0882  STATE/COUNTY-  TN/CUMBERLAND
 FC0882  USGS QUAD   -  DORTON (1991)
 FC0882
 FC0882                         *CURRENT SURVEY CONTROL
 FC0882  ___________________________________________________________________
 FC0882* NAD 83(1986)-  35 58 08.     (N)    084 59 37.     (W)     SCALED    
 FC0882* NAVD 88     -       598.142  (meters)    1962.40   (feet)  ADJUSTED  
 FC0882  ___________________________________________________________________
 FC0882  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FC0882  DYNAMIC HT  -         597.585 (meters)    1960.58  (feet)  COMP
 FC0882  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC0882
 FC0882  VERT ORDER  -  SECOND    CLASS 0
 FC0882
 FC0882.The horizontal coordinates were scaled from a topographic map and have
 FC0882.an estimated accuracy of +/- 6 seconds.
 FC0882
 FC0882.The orthometric height was determined by differential leveling
 FC0882.and adjusted by the National Geodetic Survey in June 1991..
 FC0882
 FC0882.The geoid height was determined by GEOID03.
 FC0882
 FC0882.The dynamic height is computed by dividing the NAVD 88
 FC0882.geopotential number by the normal gravity value computed on the
 FC0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0882.degrees latitude (g = 980.6199 gals.).
 FC0882
 FC0882.The modeled gravity was interpolated from observed gravity values.
 FC0882
 FC0882;                    North         East    Units  Estimated Accuracy
 FC0882;SPC TN       -   181,930.      690,770.      MT  (+/- 180 meters Scaled)
 FC0882
 FC0882                          SUPERSEDED SURVEY CONTROL
 FC0882
 FC0882  NGVD 29 (??/??/92)  598.208  (m)         1962.62   (f) ADJ UNCH    2 0
 FC0882
 FC0882.Superseded values are not recommended for survey control.
 FC0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0882.See file dsdata.txt to determine how the superseded data were derived.
 FC0882
 FC0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE809823(NAD 83)
 FC0882_MARKER: DR = REFERENCE MARK DISK
 FC0882_SETTING: 66 = SET IN ROCK OUTCROP
 FC0882_SP_SET: BEDROCK
 FC0882_STAMPING: HUGH NO 2 1960
 FC0882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0882+STABILITY: POSITION/ELEVATION WELL
 FC0882
 FC0882  HISTORY     - Date     Condition        Report By
 FC0882  HISTORY     - 1960     MONUMENTED       CGS
 FC0882
 FC0882                          STATION DESCRIPTION
 FC0882
 FC0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0882'2 MI NW FROM DORTON.
 FC0882'THIS MARK IS LOCATED AT THE HUGH 1960 STATION SITE, 48.3 FT.
 FC0882'NORTH OF THE STATION MARK, 48 FT. NORTH OF A WITNESS SIGN, AND
 FC0882'38 FT. NORTH OF THE CENTER OF A TRACK ROAD.  THE DISK IS CEMENTED
 FC0882'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1049 ***********************************************************************
 GA1049  DESIGNATION -  HUGHES 2
 GA1049  PID         -  GA1049
 GA1049  STATE/COUNTY-  TN/GREENE
 GA1049  USGS QUAD   -  BAILEYTON (1971)
 GA1049
 GA1049                         *CURRENT SURVEY CONTROL
 GA1049  ___________________________________________________________________
 GA1049* NAD 83(1995)-  36 19 15.49543(N)    082 49 57.45685(W)     ADJUSTED  
 GA1049* NAVD 88     -       376.95   (meters)    1236.7    (feet)  RESET     
 GA1049  ___________________________________________________________________
 GA1049  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GA1049  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1049
 GA1049  HORZ ORDER  -  THIRD
 GA1049  VERT ORDER  -  THIRD
 GA1049
 GA1049.The horizontal coordinates were established by classical geodetic methods
 GA1049.and adjusted by the National Geodetic Survey in April 1999..
 GA1049.No horizontal observational check was made to the station.
 GA1049
 GA1049.The orthometric height was computed from unverified reset data.
 GA1049
 GA1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1049
 GA1049.The geoid height was determined by GEOID03.
 GA1049
 GA1049;                    North         East     Units Scale Factor Converg.
 GA1049;SPC TN       -   225,131.781   884,366.235   MT  0.99998443   +1 51 15.5
 GA1049;SPC TN       -   738,619.85  2,901,458.22   sFT  0.99998443   +1 51 15.5
 GA1049;UTM  17      - 4,021,108.395   335,493.150   MT  0.99993344   -1 05 08.6
 GA1049
 GA1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1049!SPC TN       -   0.99994577  x   0.99998443  =   0.99993020
 GA1049!UTM  17      -   0.99994577  x   0.99993344  =   0.99987922
 GA1049
 GA1049|---------------------------------------------------------------------|
 GA1049| PID    Reference Object                     Distance      Geod. Az  |
 GA1049|                                                           dddmmss.s |
 GA1049| GA1051 HUGHES 2 RM 3                        14.736 METERS 05750     |
 GA1049| GA1047 HUGHES 2 RM 4                        13.555 METERS 16025     |
 GA1049| DC2212 HUGHES 2 AZ MK                                     1760140.4 |
 GA1049| GA1048 HUGHES                               98.198 METERS 33550     |
 GA1049| GA1045 HUGHES AZ MK                                       3475640.4 |
 GA1049|---------------------------------------------------------------------|
 GA1049
 GA1049                          SUPERSEDED SURVEY CONTROL
 GA1049
 GA1049  NAD 83(1995)-  36 19 15.49808(N)    082 49 57.46002(W) AD(       ) 3
 GA1049  NAD 83(1995)-  36 19 15.50531(N)    082 49 57.46939(W) AD(       ) 3
 GA1049  NAD 83(1995)-  36 19 15.50013(N)    082 49 57.45926(W) AD(       ) 3
 GA1049  NAD 83(1986)-  36 19 15.50288(N)    082 49 57.46017(W) AD(       ) 3
 GA1049  NAD 27      -  36 19 15.14393(N)    082 49 57.88808(W) AD(       ) 3
 GA1049  NGVD 29 (07/19/86)  377.09   (m)         1237.2    (f) LEVELING    3  
 GA1049
 GA1049.Superseded values are not recommended for survey control.
 GA1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1049.See file dsdata.txt to determine how the superseded data were derived.
 GA1049
 GA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3549321108(NAD 83)
 GA1049_MARKER: DB = BENCH MARK DISK
 GA1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1049_STAMPING: HUGHES 2 1972
 GA1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1049+STABILITY: SURFACE MOTION
 GA1049
 GA1049  HISTORY     - Date     Condition        Report By
 GA1049  HISTORY     - 1972     MONUMENTED       NGS
 GA1049  HISTORY     - 1972     GOOD             NGS
 GA1049  HISTORY     - 1980     GOOD             NGS
 GA1049
 GA1049                          STATION DESCRIPTION
 GA1049
 GA1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GA1049'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF BAILEYTON, AT THE
 GA1049'EXTREME END OF THE
 GA1049'SOUTHEAST ANGLE OF THE INTERSECTION AND
 GA1049'INTERCHANGE OF INTERSTATE HIGHWAY 81
 GA1049'AND GREENVILLE ROAD, 63 FEET
 GA1049'EAST OF THE CENTERLINE OF GREENVILLE ROAD, 1 FOOT
 GA1049'NORTHWEST OF A
 GA1049'METAL WITNESS POST, AND 12 FEET WEST OF A FENCE CORNER.  THE
 GA1049'MONUMENT PROJECTS
 GA1049'2 INCHES AND THE DISK IS STAMPED HUGHES 2 1972.
 GA1049'
 GA1049'REFERENCE MARK 3 IS 107 FEET EAST OF THE CENTERLINE OF THE ROAD, 1
 GA1049'FOOT WEST OF A
 GA1049'METAL WITNESS POST, 38 FEET NORTHEAST OF THE FENCE
 GA1049'CORNER AND 1 FOOT NORTH OF
 GA1049'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS
 GA1049'2 INCHES AND THE DISK IS STAMPED HUGHES 2 NO
 GA1049'3 1972.
 GA1049'
 GA1049'REFERENCE MARK 3 IS 1 FOOT WEST OF FENCE, 1 FOOT NORTH OF A METAL
 GA1049'WITNESS POST, 44
 GA1049'FEET SOUTH OF THE FENCE CORNER AND 72 FEET EAST OF
 GA1049'THE CENTERLINE OF THE ROAD.  THE
 GA1049'MONUMENT PROJECTS 2 INCHES AND THE
 GA1049'DISK IS STAMPED HUGHES 2 NO 4 1972.
 GA1049'
 GA1049'THE AZIMUTH MARK IS 0.3 MILE SOUTH ALONG THE ROAD FROM THE STATION,
 GA1049'83 FEET NORTHWEST
 GA1049'AND ACROSS THE ROAD FROM POWER POLE 1 304 32 23, 25
 GA1049'FEET WEST OF THE CENTERLINE OF THE
 GA1049'ROAD, 1 FOOT EAST OF A METAL
 GA1049'WITNESS POST, 7 FEET NORTH OF A 10 INCH OAK TREE AND
 GA1049'28 FEET
 GA1049'SOUTHEAST OF A 12 INCH PINE TREE.  THE MONUMENT PROJECTS 4 INCHES AND
 GA1049'THE DISK IS
 GA1049'STAMPED HUGHES 2 1972.
 GA1049'
 GA1049'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA1049
 GA1049                          STATION RECOVERY (1972)
 GA1049
 GA1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA1049'1 MI S FROM BAILEYTON.
 GA1049'ABOUT 1 MILE SOUTH OF BAILEYTON IN THE EXTREME SOUTHEAST EDGE
 GA1049'OF THE SOUTHEAST ANGLE OF THE INTERSECTION OF THE INTERSTATE
 GA1049'HIGHWAY 81 AND GREENVILLE ROAD, 63 FEET EAST OF THE CENTERLINE
 GA1049'OF GREENVILLE ROAD, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 GA1049'AND 12 FEET WEST OF A FENCE CORNER, SET IN THE TOP OF A ROUND
 GA1049'CONCRETE POST PROJECTING 2 INCHES.
 GA1049
 GA1049                          STATION RECOVERY (1980)
 GA1049
 GA1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA1049'ALL MARKS FOUND AS DESCRIBED.  2 IRON PINS WERE DRIVEN BESIDE EACH
 GA1049'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1051 ***********************************************************************
 GA1051  DESIGNATION -  HUGHES 2 RM 3
 GA1051  PID         -  GA1051
 GA1051  STATE/COUNTY-  TN/GREENE
 GA1051  USGS QUAD   -  BAILEYTON (1971)
 GA1051
 GA1051                         *CURRENT SURVEY CONTROL
 GA1051  ___________________________________________________________________
 GA1051* NAD 83(1986)-  36 19 15.     (N)    082 49 57.     (W)     SCALED    
 GA1051* NAVD 88     -       376.28   (meters)    1234.5    (feet)  RESET     
 GA1051  ___________________________________________________________________
 GA1051  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1051
 GA1051  VERT ORDER  -  THIRD
 GA1051
 GA1051.The horizontal coordinates were scaled from a topographic map and have
 GA1051.an estimated accuracy of +/- 6 seconds.
 GA1051
 GA1051.The orthometric height was computed from unverified reset data.
 GA1051
 GA1051.The geoid height was determined by GEOID03.
 GA1051
 GA1051;                    North         East    Units  Estimated Accuracy
 GA1051;SPC TN       -   225,120.      884,380.      MT  (+/- 180 meters Scaled)
 GA1051
 GA1051                          SUPERSEDED SURVEY CONTROL
 GA1051
 GA1051.No superseded survey control is available for this station.
 GA1051
 GA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA355210(NAD 83)
 GA1051_MARKER: DR = REFERENCE MARK DISK
 GA1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1051_STAMPING: HUGHES 2 NO 3 1972
 GA1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1051+STABILITY: SURFACE MOTION
 GA1051
 GA1051  HISTORY     - Date     Condition        Report By
 GA1051  HISTORY     - 1972     MONUMENTED       NGS
 GA1051
 GA1051                          STATION DESCRIPTION
 GA1051
 GA1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA1051'1 MI S FROM BAILEYTON.
 GA1051'ABOUT 1 MILE SOUTH OF BAILEYTON, IN THE SOUTHEAST ANGLE OF THE
 GA1051'INTERSECTION OF INTERSTATE HIGHWAY 81 AND GREENVILLE ROAD, 107
 GA1051'FEET EAST OF THE CENTERLINE OF GREENVILLE ROAD, 1 FOOT WEST OF A
 GA1051'METAL WITNESS POST, 38 FEET NORTHEAST OF A FENCE CORNER AND 1 FOOT
 GA1051'NORTH OF RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A ROUND CONCRETE
 GA1051'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1047 ***********************************************************************
 GA1047  DESIGNATION -  HUGHES 2 RM 4
 GA1047  PID         -  GA1047
 GA1047  STATE/COUNTY-  TN/GREENE
 GA1047  USGS QUAD   -  BAILEYTON (1971)
 GA1047
 GA1047                         *CURRENT SURVEY CONTROL
 GA1047  ___________________________________________________________________
 GA1047* NAD 83(1986)-  36 19 15.     (N)    082 49 57.     (W)     SCALED    
 GA1047* NAVD 88     -       377.30   (meters)    1237.9    (feet)  RESET     
 GA1047  ___________________________________________________________________
 GA1047  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA1047
 GA1047  VERT ORDER  -  THIRD
 GA1047
 GA1047.The horizontal coordinates were scaled from a topographic map and have
 GA1047.an estimated accuracy of +/- 6 seconds.
 GA1047
 GA1047.The orthometric height was computed from unverified reset data.
 GA1047
 GA1047.The geoid height was determined by GEOID03.
 GA1047
 GA1047;                    North         East    Units  Estimated Accuracy
 GA1047;SPC TN       -   225,120.      884,380.      MT  (+/- 180 meters Scaled)
 GA1047
 GA1047                          SUPERSEDED SURVEY CONTROL
 GA1047
 GA1047.No superseded survey control is available for this station.
 GA1047
 GA1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA355210(NAD 83)
 GA1047_MARKER: DR = REFERENCE MARK DISK
 GA1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1047_STAMPING: HUGHES 2 NO 4 1972
 GA1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1047+STABILITY: SURFACE MOTION
 GA1047
 GA1047  HISTORY     - Date     Condition        Report By
 GA1047  HISTORY     - 1972     MONUMENTED       NGS
 GA1047
 GA1047                          STATION DESCRIPTION
 GA1047
 GA1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA1047'1 MI S FROM BAILEYTON.
 GA1047'ABOUT 1 MILE SOUTH OF BAILEYTON IN THE SOUTHEAST ANGLE OF THE
 GA1047'INTERSECTION OF INTERSTATE HIGHWAY 81 AND GREENVILLE ROAD, 1 FOOT
 GA1047'WEST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, 44 FEET
 GA1047'SOUTH OF A FENCE CORNER AND 72 FEET EAST OF THE CENTERLINE OF
 GA1047'GREENVILLE ROAD.  SET IN THE TOP OF A ROUND CONCRETE POST
 GA1047'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0799 ***********************************************************************
 FE0799  DESIGNATION -  HUMBOLDT
 FE0799  PID         -  FE0799
 FE0799  STATE/COUNTY-  TN/GIBSON
 FE0799  USGS QUAD   -  HUMBOLDT (1981)
 FE0799
 FE0799                         *CURRENT SURVEY CONTROL
 FE0799  ___________________________________________________________________
 FE0799* NAD 83(1986)-  35 49 10.     (N)    088 55 07.     (W)     SCALED    
 FE0799* NAVD 88     -       107.823  (meters)     353.75   (feet)  ADJUSTED  
 FE0799  ___________________________________________________________________
 FE0799  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0799  DYNAMIC HT  -         107.730 (meters)     353.44  (feet)  COMP
 FE0799  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 FE0799
 FE0799  VERT ORDER  -  SECOND    CLASS 0
 FE0799
 FE0799.The horizontal coordinates were scaled from a topographic map and have
 FE0799.an estimated accuracy of +/- 6 seconds.
 FE0799
 FE0799.The orthometric height was determined by differential leveling
 FE0799.and adjusted by the National Geodetic Survey in June 1991..
 FE0799
 FE0799.The geoid height was determined by GEOID03.
 FE0799
 FE0799.The dynamic height is computed by dividing the NAVD 88
 FE0799.geopotential number by the normal gravity value computed on the
 FE0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0799.degrees latitude (g = 980.6199 gals.).
 FE0799
 FE0799.The modeled gravity was interpolated from observed gravity values.
 FE0799
 FE0799;                    North         East    Units  Estimated Accuracy
 FE0799;SPC TN       -   168,820.      336,300.      MT  (+/- 180 meters Scaled)
 FE0799
 FE0799                          SUPERSEDED SURVEY CONTROL
 FE0799
 FE0799  NGVD 29 (??/??/??)  107.871  (m)          353.91   (f) ADJUSTED    2 0
 FE0799
 FE0799.Superseded values are not recommended for survey control.
 FE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0799.See file dsdata.txt to determine how the superseded data were derived.
 FE0799
 FE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE266656(NAD 83)
 FE0799_MARKER: DB = BENCH MARK DISK
 FE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0799_STAMPING: HUMBOLDT 1934
 FE0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0799+STABILITY: SURFACE MOTION
 FE0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0799+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2002
 FE0799
 FE0799  HISTORY     - Date     Condition        Report By
 FE0799  HISTORY     - 1934     MONUMENTED       CGS
 FE0799  HISTORY     - 1968     GOOD             USA
 FE0799  HISTORY     - 20020914 GOOD             USACE
 FE0799
 FE0799                          STATION DESCRIPTION
 FE0799
 FE0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE0799'AT HUMBOLDT.
 FE0799'AT HUMBOLDT, GIBSON COUNTY, AT THE REAR OF THE CITY HALL, AT A
 FE0799'WATER TOWER, IN THE TOP OF THE CONCRETE FOUNDATION OF THE
 FE0799'NORTHEAST SUPPORT, AND 6 INCHES BACK FROM EACH EDGE OF THE
 FE0799'NORTHWEST CORNER.  A STANDARD DISK, STAMPED HUMBOLDT 1934.
 FE0799
 FE0799                          STATION RECOVERY (1968)
 FE0799
 FE0799'RECOVERY NOTE BY US ARMY 1968
 FE0799'RECOVERED IN GOOD CONDITION.
 FE0799
 FE0799                          STATION RECOVERY (2002)
 FE0799
 FE0799'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2398 ***********************************************************************
 FE2398  DESIGNATION -  HUMBOLDT
 FE2398  PID         -  FE2398
 FE2398  STATE/COUNTY-  TN/GIBSON
 FE2398  USGS QUAD   -  HUMBOLDT (1981)
 FE2398
 FE2398                         *CURRENT SURVEY CONTROL
 FE2398  ___________________________________________________________________
 FE2398* NAD 83(1995)-  35 49 19.99798(N)    088 54 19.35936(W)     ADJUSTED  
 FE2398* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 FE2398  ___________________________________________________________________
 FE2398  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FE2398  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2398
 FE2398  HORZ ORDER  -  SECOND
 FE2398
 FE2398.The horizontal coordinates were established by classical geodetic methods
 FE2398.and adjusted by the National Geodetic Survey in April 1999..
 FE2398
 FE2398.The orthometric height was scaled from a topographic map.
 FE2398
 FE2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2398
 FE2398.The geoid height was determined by GEOID03.
 FE2398
 FE2398;                    North         East     Units Scale Factor Converg.
 FE2398;SPC TN       -   169,087.202   337,505.858   MT  0.99994842   -1 42 03.3
 FE2398;SPC TN       -   554,746.93  1,107,300.47   sFT  0.99994842   -1 42 03.3
 FE2398;UTM  16      - 3,965,905.919   327,878.168   MT  0.99996507   -1 06 55.6
 FE2398
 FE2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2398!SPC TN       -   0.99998466  x   0.99994842  =   0.99993308
 FE2398!UTM  16      -   0.99998466  x   0.99996507  =   0.99994973
 FE2398
 FE2398:                Primary Azimuth Mark                     Grid Az
 FE2398:SPC TN       -  HUMBOLDT FULL FASHIONED STACK            008 35 39.2
 FE2398:UTM  16      -  HUMBOLDT FULL FASHIONED STACK            008 00 31.5
 FE2398
 FE2398|---------------------------------------------------------------------|
 FE2398| PID    Reference Object                     Distance      Geod. Az  |
 FE2398|                                                           dddmmss.s |
 FE2398| FE2394 HUMBOLDT FULL FASHIONED STACK       APPROX. 0.6 KM 0065335.9 |
 FE2398| CG3517 HUMBOLDT RM 1                        26.875 METERS 01315     |
 FE2398| FE2391 MEDINA MUNICIPAL TANK               APPROX.11.9 KM 1002326.3 |
 FE2398| FE2395 HUMBOLDT MUN STANDPIPE              140.044 METERS 11347     |
 FE2398| FE2397 HUMBOLDT RAD STA WIRJ MAST          APPROX. 1.2 KM 2232453.0 |
 FE2398| CG3518 HUMBOLDT RM 2                        22.776 METERS 25158     |
 FE2398| FE2396 HUMBOLDT MUNICIPAL TANK             APPROX. 1.3 KM 2562723.7 |
 FE2398| CG3516 HUMBOLDT AZ MK                                     3374607.5 |
 FE2398|---------------------------------------------------------------------|
 FE2398
 FE2398                          SUPERSEDED SURVEY CONTROL
 FE2398
 FE2398  NAD 83(1995)-  35 49 20.00204(N)    088 54 19.36321(W) AD(       ) 2
 FE2398  NAD 83(1986)-  35 49 20.00944(N)    088 54 19.35979(W) AD(       ) 2
 FE2398  NAD 27      -  35 49 19.76310(N)    088 54 19.13730(W) AD(       ) 2
 FE2398
 FE2398.Superseded values are not recommended for survey control.
 FE2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2398.See file dsdata.txt to determine how the superseded data were derived.
 FE2398
 FE2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2787865906(NAD 83)
 FE2398_MARKER: DS = TRIANGULATION STATION DISK
 FE2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2398
 FE2398  HISTORY     - Date     Condition        Report By
 FE2398  HISTORY     - 1958     MONUMENTED       CGS
 FE2398  HISTORY     - 1968     GOOD             AMS
 FE2398
 FE2398                          STATION DESCRIPTION
 FE2398
 FE2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2398'THE STATION IS IN THE SOUTHEAST CORNER OF BAILEY PARK IN THE EAST
 FE2398'EDGE OF HUMBOLDT. THE PARK IS OWNED BY THE CITY.  IT IS 37 FEET
 FE2398'NORTHEAST OF THE NORTHEAST EDGE OF A TENNIS COURT, 48.2 FEET
 FE2398'SOUTHWEST OF THE SOUTHWEST CORNER OF A PARKING LOT, 24 FEET
 FE2398'NORTHWEST OF A WHITE WITNESS POST AND 17 FEET NORTHWEST OF A 10 INCH
 FE2398'CEDAR TREE. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2398'STAMPED HUMBOLDT 1958.
 FE2398'
 FE2398'REFERENCE MARK 1 IS 22 FEET WEST OF THE WEST EDGE OF THE PARKING LOT
 FE2398'AND 21 FEET WEST OF A FIRE PLUG. THE MONUMENT IS FLUSH AND THE
 FE2398'DISK IS STAMPED HUMBOLDT NO 1 1958.
 FE2398'
 FE2398'REFERENCE MARK 2 IS 34 FEET WEST OF A POWER LINE POLE AND 3 FEET
 FE2398'NORTH OF THE NORTH EDGE OF THE TENNIS COURT. THE MONUMENT IS
 FE2398'FLUSH AND THE DISK IS STAMPED HUMBOLDT NO 2 1958.
 FE2398'
 FE2398'THE AZIMUTH MARK IS LOCATED AT 2235 MITCHELL STREET, 28 FEET
 FE2398'NORTHWEST OF THE INTERSECTION OF MITCHELL STREET AND 23RD
 FE2398'STREET, 19 FEET NORTH OF THE CENTERLINE OF MITCHELL STREET AND 2 FEET
 FE2398'WEST OF A POWER LINE POLE AND A WHITE WITNESS POST. THE
 FE2398'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED HUMBOLDT 1958.
 FE2398'
 FE2398'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2398
 FE2398                          STATION RECOVERY (1968)
 FE2398
 FE2398'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 FE2398'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2394 ***********************************************************************
 FE2394  DESIGNATION -  HUMBOLDT FULL FASHIONED STACK
 FE2394  PID         -  FE2394
 FE2394  STATE/COUNTY-  TN/GIBSON
 FE2394  USGS QUAD   -  HUMBOLDT (1981)
 FE2394
 FE2394                         *CURRENT SURVEY CONTROL
 FE2394  ___________________________________________________________________
 FE2394* NAD 83(1995)-  35 49 40.69786(N)    088 54 16.28643(W)     ADJUSTED  
 FE2394* NAVD 88     -                                                        
 FE2394  ___________________________________________________________________
 FE2394  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FE2394  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2394
 FE2394  HORZ ORDER  -  THIRD
 FE2394
 FE2394.The horizontal coordinates were established by classical geodetic methods
 FE2394.and adjusted by the National Geodetic Survey in April 1999..
 FE2394
 FE2394
 FE2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2394
 FE2394.The geoid height was determined by GEOID03.
 FE2394
 FE2394;                    North         East     Units Scale Factor Converg.
 FE2394;SPC TN       -   169,722.591   337,601.886   MT  0.99994841   -1 42 01.5
 FE2394;SPC TN       -   556,831.53  1,107,615.52   sFT  0.99994841   -1 42 01.5
 FE2394;UTM  16      - 3,966,542.266   327,967.701   MT  0.99996469   -1 06 54.3
 FE2394
 FE2394                          SUPERSEDED SURVEY CONTROL
 FE2394
 FE2394  NAD 83(1995)-  35 49 40.70189(N)    088 54 16.29022(W) AD(       ) 4
 FE2394  NAD 83(1986)-  35 49 40.70939(N)    088 54 16.28681(W) AD(       ) 4
 FE2394  NAD 27      -  35 49 40.46200(N)    088 54 16.06600(W) AD(       ) 3
 FE2394
 FE2394.Superseded values are not recommended for survey control.
 FE2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2394.See file dsdata.txt to determine how the superseded data were derived.
 FE2394
 FE2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2796866542(NAD 83)
 FE2394_MARKER: 63 = STACK
 FE2394
 FE2394  HISTORY     - Date     Condition        Report By
 FE2394  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2394  HISTORY     - 1959     GOOD             CGS
 FE2394
 FE2394                          STATION DESCRIPTION
 FE2394
 FE2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2394'THE STATION IS THE CENTER OF THE TOP OF THE STACK WHICH IS ABOUT 1.0
 FE2394'MILE NORTHEAST OF THE HUMBOLDT BUSINESS DISTRICT.  IT IS MADE OF RED
 FE2394'COLORED BRICK, ABOUT 10 FEET IN DIAMETER AT THE BOTTOM, ABOUT 5 FEET
 FE2394'IN DIAMETER AT THE TOP AND HAS AN OVERALL HEIGHT OF ABOUT 180
 FE2394'FEET.
 FE2394'
 FE2394'THE STACK IS ABOUT 0.1 MILE SOUTHWEST OF DUNCAN STREET AND ABOUT 300
 FE2394'FEET SOUTHEAST OF U.S. HIGHWAY 45.
 FE2394
 FE2394                          STATION RECOVERY (1959)
 FE2394
 FE2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2394'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2394'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2395 ***********************************************************************
 FE2395  DESIGNATION -  HUMBOLDT MUN STANDPIPE
 FE2395  PID         -  FE2395
 FE2395  STATE/COUNTY-  TN/GIBSON
 FE2395  USGS QUAD   -  HUMBOLDT (1981)
 FE2395
 FE2395                         *CURRENT SURVEY CONTROL
 FE2395  ___________________________________________________________________
 FE2395* NAD 83(1995)-  35 49 18.16508(N)    088 54 14.25434(W)     ADJUSTED  
 FE2395* NAVD 88     -                                                        
 FE2395  ___________________________________________________________________
 FE2395  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FE2395  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2395
 FE2395  HORZ ORDER  -  THIRD
 FE2395
 FE2395.The horizontal coordinates were established by classical geodetic methods
 FE2395.and adjusted by the National Geodetic Survey in April 1999..
 FE2395
 FE2395
 FE2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2395
 FE2395.The geoid height was determined by GEOID03.
 FE2395
 FE2395;                    North         East     Units Scale Factor Converg.
 FE2395;SPC TN       -   169,026.936   337,632.263   MT  0.99994842   -1 42 00.3
 FE2395;SPC TN       -   554,549.21  1,107,715.18   sFT  0.99994842   -1 42 00.3
 FE2395;UTM  16      - 3,965,846.946   328,005.184   MT  0.99996453   -1 06 52.5
 FE2395
 FE2395                          SUPERSEDED SURVEY CONTROL
 FE2395
 FE2395  NAD 83(1995)-  35 49 18.16913(N)    088 54 14.25815(W) AD(       ) 4
 FE2395  NAD 83(1986)-  35 49 18.17654(N)    088 54 14.25475(W) AD(       ) 4
 FE2395  NAD 27      -  35 49 17.93000(N)    088 54 14.03300(W) AD(       ) 3
 FE2395
 FE2395.Superseded values are not recommended for survey control.
 FE2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2395.See file dsdata.txt to determine how the superseded data were derived.
 FE2395
 FE2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2800565847(NAD 83)
 FE2395_MARKER: 52 = STANDPIPE TANK
 FE2395
 FE2395  HISTORY     - Date     Condition        Report By
 FE2395  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2395  HISTORY     - 1959     GOOD             CGS
 FE2395
 FE2395                          STATION DESCRIPTION
 FE2395
 FE2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2395'THE STATION IS THE BALL AT THE CENTER OF THE TOP OF THE STANDPIPE
 FE2395'WHICH IS ABOUT 1.0 MILE EAST OF THE HUMBOLDT BUSINESS DISTRICT.  IT
 FE2395'IS A STEEL STRUCTURE PAINTED SILVER, ABOUT 20 FEET IN DIAMETER WITH
 FE2395'AN OVERALL HEIGHT OF 100 FEET.
 FE2395'
 FE2395'IT IS LOCATED 200 FEET SOUTH OF THE SOUTHEAST CORNER OF ST. MARYS
 FE2395'HOSPITAL WHICH IS ABOUT 500 FEET EAST OF THE INTERSECTION
 FE2395'OF 23RD STREET AND MITCHELL STREET.
 FE2395
 FE2395                          STATION RECOVERY (1959)
 FE2395
 FE2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2395'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2395'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2396 ***********************************************************************
 FE2396  DESIGNATION -  HUMBOLDT MUNICIPAL TANK
 FE2396  PID         -  FE2396
 FE2396  STATE/COUNTY-  TN/GIBSON
 FE2396  USGS QUAD   -  HUMBOLDT (1981)
 FE2396
 FE2396                         *CURRENT SURVEY CONTROL
 FE2396  ___________________________________________________________________
 FE2396* NAD 83(1995)-  35 49 10.40820(N)    088 55 08.22615(W)     ADJUSTED  
 FE2396* NAVD 88     -                                                        
 FE2396  ___________________________________________________________________
 FE2396  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FE2396  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2396
 FE2396  HORZ ORDER  -  THIRD
 FE2396
 FE2396.The horizontal coordinates were established by classical geodetic methods
 FE2396.and adjusted by the National Geodetic Survey in April 1999..
 FE2396
 FE2396
 FE2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2396
 FE2396.The geoid height was determined by GEOID03.
 FE2396
 FE2396;                    North         East     Units Scale Factor Converg.
 FE2396;SPC TN       -   168,828.274   336,271.018   MT  0.99994843   -1 42 31.9
 FE2396;SPC TN       -   553,897.43  1,103,249.16   sFT  0.99994843   -1 42 31.9
 FE2396;UTM  16      - 3,965,634.381   326,646.015   MT  0.99997032   -1 07 23.9
 FE2396
 FE2396                          SUPERSEDED SURVEY CONTROL
 FE2396
 FE2396  NAD 83(1995)-  35 49 10.41230(N)    088 55 08.22989(W) AD(       ) 4
 FE2396  NAD 83(1986)-  35 49 10.41970(N)    088 55 08.22654(W) AD(       ) 4
 FE2396  NAD 27      -  35 49 10.17300(N)    088 55 08.00100(W) AD(       ) 3
 FE2396
 FE2396.Superseded values are not recommended for survey control.
 FE2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2396.See file dsdata.txt to determine how the superseded data were derived.
 FE2396
 FE2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2664665634(NAD 83)
 FE2396_MARKER: 53 = ELEVATED TANK
 FE2396
 FE2396  HISTORY     - Date     Condition        Report By
 FE2396  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2396  HISTORY     - 1959     GOOD             CGS
 FE2396
 FE2396                          STATION DESCRIPTION
 FE2396
 FE2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2396'THE STATION IS THE CENTER OF THE TOP OF THE TANK WHICH IS IN THE
 FE2396'CENTER OF HUMBOLDT.  IT IS ABOUT 150 FEET HIGH, A SIX LEGGED STEEL
 FE2396'STRUCTURE, PAINTED SILVER WITH THE LEGEND HUMBOLDT PAINTED IN BLACK
 FE2396'LETTERS ON THE EAST AND WEST SIDES.
 FE2396'
 FE2396'IT IS 20 FEET SOUTH OF THE SOUTH EDGE OF THE CITY HALL AND 20 FEET
 FE2396'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRE STATION.
 FE2396
 FE2396                          STATION RECOVERY (1959)
 FE2396
 FE2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2396'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2396'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2397 ***********************************************************************
 FE2397  DESIGNATION -  HUMBOLDT RAD STA WIRJ MAST
 FE2397  PID         -  FE2397
 FE2397  STATE/COUNTY-  TN/GIBSON
 FE2397  USGS QUAD   -  HUMBOLDT (1981)
 FE2397
 FE2397                         *CURRENT SURVEY CONTROL
 FE2397  ___________________________________________________________________
 FE2397* NAD 83(1995)-  35 48 52.23177(N)    088 54 51.61141(W)     ADJUSTED  
 FE2397* NAVD 88     -                                                        
 FE2397  ___________________________________________________________________
 FE2397  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FE2397  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2397
 FE2397  HORZ ORDER  -  THIRD
 FE2397
 FE2397.The horizontal coordinates were established by classical geodetic methods
 FE2397.and adjusted by the National Geodetic Survey in April 1999..
 FE2397
 FE2397
 FE2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2397
 FE2397.The geoid height was determined by GEOID03.
 FE2397
 FE2397;                    North         East     Units Scale Factor Converg.
 FE2397;SPC TN       -   168,255.909   336,671.202   MT  0.99994846   -1 42 22.2
 FE2397;SPC TN       -   552,019.59  1,104,562.10   sFT  0.99994846   -1 42 22.2
 FE2397;UTM  16      - 3,965,066.123   327,052.037   MT  0.99996858   -1 07 13.7
 FE2397
 FE2397                          SUPERSEDED SURVEY CONTROL
 FE2397
 FE2397  NAD 83(1995)-  35 48 52.23591(N)    088 54 51.61519(W) AD(       ) 4
 FE2397  NAD 83(1986)-  35 48 52.24319(N)    088 54 51.61182(W) AD(       ) 4
 FE2397  NAD 27      -  35 48 51.99400(N)    088 54 51.38700(W) AD(       ) 3
 FE2397
 FE2397.Superseded values are not recommended for survey control.
 FE2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2397.See file dsdata.txt to determine how the superseded data were derived.
 FE2397
 FE2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2705265066(NAD 83)
 FE2397_MARKER: 42 = RADIO/TV MAST
 FE2397
 FE2397  HISTORY     - Date     Condition        Report By
 FE2397  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2397  HISTORY     - 1959     GOOD             CGS
 FE2397
 FE2397                          STATION DESCRIPTION
 FE2397
 FE2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2397'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A THREE
 FE2397'LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 276 FEET.  THE
 FE2397'MAST IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE
 FE2397'AND HAS A RED BLINKER LIGHT ON THE TOP.
 FE2397'
 FE2397'IT IS ABOUT 1/2 MILE SOUTH OF THE HUMBOLDT BUSINESS DISTRICT.
 FE2397
 FE2397                          STATION RECOVERY (1959)
 FE2397
 FE2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2397'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 FE2397'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2782 ***********************************************************************
 FE2782  DESIGNATION -  HUMBPORT
 FE2782  PID         -  FE2782
 FE2782  STATE/COUNTY-  TN/GIBSON
 FE2782  USGS QUAD   -  HUMBOLDT (1981)
 FE2782
 FE2782                         *CURRENT SURVEY CONTROL
 FE2782  ___________________________________________________________________
 FE2782* NAD 83(1995)-  35 47 57.94114(N)    088 52 40.04566(W)     ADJUSTED  
 FE2782* NAVD 88     -       124.0    (meters)     407.     (feet)  VERTCON   
 FE2782  ___________________________________________________________________
 FE2782  X           -     101,433.178 (meters)                     COMP
 FE2782  Y           -  -5,178,132.603 (meters)                     COMP
 FE2782  Z           -   3,710,220.239 (meters)                     COMP
 FE2782  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FE2782  ELLIP HEIGHT-          95.74  (meters)          (04/12/99) GPS OBS
 FE2782  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2782
 FE2782  HORZ ORDER  -  THIRD
 FE2782  ELLP ORDER  -  FOURTH    CLASS I
 FE2782
 FE2782.This mark is at Humboldt Airport (M53)
 FE2782
 FE2782.The horizontal coordinates were established by GPS observations
 FE2782.and adjusted by the National Geodetic Survey in April 1999..
 FE2782
 FE2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2782
 FE2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2782
 FE2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2782
 FE2782.The ellipsoidal height was determined by GPS observations
 FE2782.and is referenced to NAD 83.
 FE2782
 FE2782.The geoid height was determined by GEOID03.
 FE2782
 FE2782;                    North         East     Units Scale Factor Converg.
 FE2782;SPC TN       -   166,485.713   339,923.218   MT  0.99994858   -1 41 05.2
 FE2782;SPC TN       -   546,211.88  1,115,231.42   sFT  0.99994858   -1 41 05.2
 FE2782;UTM  16      - 3,963,329.251   330,322.027   MT  0.99995478   -1 05 55.2
 FE2782
 FE2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2782!SPC TN       -   0.99998497  x   0.99994858  =   0.99993355
 FE2782!UTM  16      -   0.99998497  x   0.99995478  =   0.99993975
 FE2782
 FE2782                          SUPERSEDED SURVEY CONTROL
 FE2782
 FE2782  NAD 83(1995)-  35 47 57.94098(N)    088 52 40.04626(W) AD(       ) 3
 FE2782  NGVD 29 (09/17/90)  124.1    (m)          407.     (f) GPS OBS        
 FE2782
 FE2782.Superseded values are not recommended for survey control.
 FE2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2782.See file dsdata.txt to determine how the superseded data were derived.
 FE2782
 FE2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3032263329(NAD 83)
 FE2782_MARKER: I = METAL ROD
 FE2782_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE2782_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2782+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 FE2782
 FE2782  HISTORY     - Date     Condition        Report By
 FE2782  HISTORY     - 1987     MONUMENTED       NGS
 FE2782  HISTORY     - 19890712 GOOD
 FE2782
 FE2782                          STATION DESCRIPTION
 FE2782
 FE2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2782'3.75 MILES SOUTH ALONG 45 HIGHWAY 45 W SOUTH BY PASS FROM THE JUNCTION
 FE2782'OF US HIGHWAY 45 W IN HUMBOLDT, TO THE JUNCTION OF US HIGHWAY 45 W
 FE2782'AND 45 W BUSINESS, THENCE 0.80 MILE SOUTH ALONG US HIGHWAY 45 W TO
 FE2782'THE JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.10 MILE EASTERLY
 FE2782'ALONG AIRPORT ENTRANCE DRIVE TO THE BRICK OFFICE BUILDING FOR THE
 FE2782'HUMBOLD MUNICIPAL AIRPORT, THENCE 0.10 MILE NORTHWEST ALONG TAXIWAY
 FE2782'TAXIWAY TO TAXIWAY CROSSOVER AND MARK A 3-D MARK, A STAINLESS STEEL
 FE2782'ROD DRIVEN 72.0 FEET TO REFUSAL 5 INCHES BELOW GROUND ENCASED IN
 FE2782'A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE
 FE2782'WITH LOGO CAP, ---STAMPED HUMBPORT 1987, 2 INCHES BELOW GROUND, WITH A
 FE2782'REBAR IN CONCRETE, 60.3 FEET SOUTHEAST OF SOUTHEAST EDGE OF RUNWAY,
 FE2782'85.0 FEET NORTHEAST OF NORTHEAST EDGE OF CROSSOVER, 82.7 FEET
 FE2782'NORTHWEST OF NORTHWEST EDGE OF TAXIWAY, 51.8 FEET SOUTHEAST OF A
 FE2782'STEEL PIPE FOR A TAXIWAY GUIDANCE SIGN AND 0.7 FOOT SOUTHWEST OF A
 FE2782'FIBERGLASS WITNESS POST.
 FE2782'
 FE2782'NOTE--  CONTACT GUY LONDE AT 901-989-7580 HOME OR 901-784-5571
 FE2782'OFFICE BEFORE WORKING ON AIRPORT.
 FE2782
 FE2782                          STATION RECOVERY (1989)
 FE2782
 FE2782'RECOVERED 1989
 FE2782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2783 ***********************************************************************
 FE2783  DESIGNATION -  HUMBPORT AZ MK
 FE2783  PID         -  FE2783
 FE2783  STATE/COUNTY-  TN/GIBSON
 FE2783  USGS QUAD   -  MEDINA (1981)
 FE2783
 FE2783                         *CURRENT SURVEY CONTROL
 FE2783  ___________________________________________________________________
 FE2783* NAD 83(1995)-  35 48 12.25934(N)    088 52 22.73835(W)     ADJUSTED  
 FE2783* NAVD 88     -       127.2    (meters)     417.     (feet)  VERTCON   
 FE2783  ___________________________________________________________________
 FE2783  X           -     101,862.638 (meters)                     COMP
 FE2783  Y           -  -5,177,868.539 (meters)                     COMP
 FE2783  Z           -   3,710,580.015 (meters)                     COMP
 FE2783  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FE2783  ELLIP HEIGHT-          98.91  (meters)          (04/12/99) GPS OBS
 FE2783  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2783
 FE2783  HORZ ORDER  -  THIRD
 FE2783  ELLP ORDER  -  FOURTH    CLASS I
 FE2783
 FE2783.This mark is at Humboldt Airport (M53)
 FE2783
 FE2783.The horizontal coordinates were established by GPS observations
 FE2783.and adjusted by the National Geodetic Survey in April 1999..
 FE2783
 FE2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2783
 FE2783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2783
 FE2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2783
 FE2783.The ellipsoidal height was determined by GPS observations
 FE2783.and is referenced to NAD 83.
 FE2783
 FE2783.The geoid height was determined by GEOID03.
 FE2783
 FE2783;                    North         East     Units Scale Factor Converg.
 FE2783;SPC TN       -   166,914.035   340,370.525   MT  0.99994854   -1 40 55.0
 FE2783;SPC TN       -   547,617.13  1,116,698.96   sFT  0.99994854   -1 40 55.0
 FE2783;UTM  16      - 3,963,762.128   330,764.932   MT  0.99995293   -1 05 45.5
 FE2783
 FE2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2783!SPC TN       -   0.99998448  x   0.99994854  =   0.99993302
 FE2783!UTM  16      -   0.99998448  x   0.99995293  =   0.99993741
 FE2783
 FE2783                          SUPERSEDED SURVEY CONTROL
 FE2783
 FE2783  NAD 83(1995)-  35 48 12.25917(N)    088 52 22.73895(W) AD(       ) 3
 FE2783  NGVD 29 (09/17/90)  127.2    (m)          417.     (f) GPS OBS        
 FE2783
 FE2783.Superseded values are not recommended for survey control.
 FE2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2783.See file dsdata.txt to determine how the superseded data were derived.
 FE2783
 FE2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3076563762(NAD 83)
 FE2783_MARKER: I = METAL ROD
 FE2783_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FE2783_SP_SET: OBJECT DRIVEN INTO GROUND
 FE2783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2783+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 FE2783
 FE2783  HISTORY     - Date     Condition        Report By
 FE2783  HISTORY     - 1987     MONUMENTED       NGS
 FE2783  HISTORY     - 19890712 GOOD
 FE2783
 FE2783                          STATION DESCRIPTION
 FE2783
 FE2783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FE2783'3.75 MILES SOUTH ALONG 45 HIGHWAY 45 W SOUTH BY PASS FROM THE JUNCTION
 FE2783'OF US HIGHWAY 45 W IN HUMBOLDT, TO THE JUNCTION OF US HIGHWAY 45 W
 FE2783'AND 45 W BUSINESS, THENCE 0.80 MILE SOUTH ALONG US HIGHWAY 45 W TO
 FE2783'THE JUNCTION OF AIRPORT ENTRANCE DRIVE, THENCE 0.10 MILE EASTERLY
 FE2783'ALONG AIRPORT ENTRANCE DRIVE TO THE BRICK OFFICE BUILDING FOR THE
 FE2783'HUMBOLD MUNICIPAL AIRPORT, THENCE 0.10 MILE NORTHWEST ALONG TAXIWAY
 FE2783'TAXIWAY TO TAXIWAY CROSSOVER ,THENCE 0.4 MILE NORTHEAST ALONG
 FE2783'TAXIWAY TO A TAXIWAY CROSSOVER AND MARK ON LEFT, A 3-D MARK, A
 FE2783'STAINLESS STEEL ROD DRIVEN 70.0 FEET TO REFUSAL, 6 INCHES BELOW
 FE2783'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED
 FE2783'IN A 5 INCH PVC PIPE WITH LOGO CAP, ---STAMPED HUMBPORT AZ MK 1987,
 FE2783'2 INCHES BELOW GROUND WITH A REBAR IN CONCRETE, 65.0 FEET SOUTHEAST
 FE2783'OF SOUTHEAST EDGE OF RUNWAY, 56.3 FEET SOUTHWEST OF SOUTHWEST EDGE
 FE2783'OF CROSSOVER, 79.0 FEET NORTHWEST OF NORTHWEST EDGE OF TAXIWAY, AND
 FE2783'1.0 FOOT NORTHEAST OF A FIBERGLASS WITNESS POST.
 FE2783'
 FE2783'NOTE--  CONTACT GUY LONDE AT 901-989-7580 HOME OR 901-784-5571
 FE2783'OFFICE BEFORE WORKING ON AIRPORT.
 FE2783
 FE2783                          STATION RECOVERY (1989)
 FE2783
 FE2783'RECOVERED 1989
 FE2783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0660 ***********************************************************************
 FD0660  DESIGNATION -  HUMP
 FD0660  PID         -  FD0660
 FD0660  STATE/COUNTY-  TN/WILLIAMSON
 FD0660  USGS QUAD   -  LEIPERS FORK (1981)
 FD0660
 FD0660                         *CURRENT SURVEY CONTROL
 FD0660  ___________________________________________________________________
 FD0660* NAD 83(1995)-  35 53 10.56553(N)    086 52 41.66238(W)     ADJUSTED  
 FD0660* NAVD 88     -       243.159  (meters)     797.76   (feet)  ADJUSTED  
 FD0660  ___________________________________________________________________
 FD0660  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FD0660  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD0660  DYNAMIC HT  -         242.945 (meters)     797.06  (feet)  COMP
 FD0660  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0660
 FD0660  HORZ ORDER  -  SECOND
 FD0660  VERT ORDER  -  FIRST     CLASS II
 FD0660
 FD0660.The horizontal coordinates were established by classical geodetic methods
 FD0660.and adjusted by the National Geodetic Survey in April 1999..
 FD0660
 FD0660.The orthometric height was determined by differential leveling
 FD0660.and adjusted by the National Geodetic Survey in June 1991..
 FD0660
 FD0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0660
 FD0660.The geoid height was determined by GEOID03.
 FD0660
 FD0660.The dynamic height is computed by dividing the NAVD 88
 FD0660.geopotential number by the normal gravity value computed on the
 FD0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0660.degrees latitude (g = 980.6199 gals.).
 FD0660
 FD0660.The modeled gravity was interpolated from observed gravity values.
 FD0660
 FD0660;                    North         East     Units Scale Factor Converg.
 FD0660;SPC TN       -   172,652.405   520,706.265   MT  0.99994881   -0 30 51.0
 FD0660;SPC TN       -   566,443.77  1,708,350.47   sFT  0.99994881   -0 30 51.0
 FD0660;UTM  16      - 3,971,340.899   510,989.718   MT  0.99960149   +0 04 16.9
 FD0660
 FD0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0660!SPC TN       -   0.99996633  x   0.99994881  =   0.99991514
 FD0660!UTM  16      -   0.99996633  x   0.99960149  =   0.99956783
 FD0660
 FD0660:                Primary Azimuth Mark                     Grid Az
 FD0660:SPC TN       -  FRANK                                    006 50 11.7
 FD0660:UTM  16      -  FRANK                                    006 15 03.8
 FD0660
 FD0660|---------------------------------------------------------------------|
 FD0660| PID    Reference Object                     Distance      Geod. Az  |
 FD0660|                                                           dddmmss.s |
 FD0660| FD0665 FRANK                               APPROX. 3.5 KM 0061920.7 |
 FD0660| CG6556 HUMP RM 1                            24.049 METERS 02051     |
 FD0660| CG6555 HUMP AZ MK                                         0230217.1 |
 FD0660| CG6557 HUMP RM 2                            24.410 METERS 21538     |
 FD0660|---------------------------------------------------------------------|
 FD0660
 FD0660                          SUPERSEDED SURVEY CONTROL
 FD0660
 FD0660  NAD 83(1995)-  35 53 10.56777(N)    086 52 41.66368(W) AD(       ) 2
 FD0660  NAD 83(1986)-  35 53 10.57606(N)    086 52 41.66491(W) AD(       ) 2
 FD0660  NAD 27      -  35 53 10.33870(N)    086 52 41.65830(W) AD(       ) 2
 FD0660  NGVD 29 (??/??/??)  243.14   (m)          797.7    (f) RESET       3  
 FD0660
 FD0660.Superseded values are not recommended for survey control.
 FD0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0660.See file dsdata.txt to determine how the superseded data were derived.
 FD0660
 FD0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1099071341(NAD 83)
 FD0660_MARKER: DD = SURVEY DISK
 FD0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0660_STAMPING: HUMP 1962
 FD0660_MARK LOGO: TNHD  
 FD0660_PROJECTION: FLUSH
 FD0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0660+STABILITY: SURFACE MOTION
 FD0660
 FD0660  HISTORY     - Date     Condition        Report By
 FD0660  HISTORY     - 1962     MONUMENTED       TNHD
 FD0660  HISTORY     - 1963     GOOD             TNHD
 FD0660  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0660  HISTORY     - 1984     GOOD             NGS
 FD0660
 FD0660                          STATION DESCRIPTION
 FD0660
 FD0660'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0660'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF FRANKLIN.
 FD0660'
 FD0660'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN AND THE
 FD0660'JUNCTION OF U S HIGHWAY
 FD0660'431 AND U S 31, GO SOUTH ON U S HIGHWAY 31 FOR 2.75 MILES TO
 FD0660'THE AZIMUTH MARK ON THE
 FD0660'LEFT, CONTINUE 0.05 MILE SOUTH ON U S HIGHWAY
 FD0660'31 TO THE STATION ON THE LEFT.
 FD0660'
 FD0660'THE STATION IS 63 FEET NORTHEAST OF TELEPHONE POLE NO 97, 55 FEET
 FD0660'SOUTH OF TELEPHONE POLE
 FD0660'NO 906, 51 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0660'HIGHWAY 31, AND 6 FEET WEST OF A
 FD0660'METAL WITNESS POST.  SURFACE AND
 FD0660'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FD0660'DEPARTMENT DISKS AND
 FD0660'ARE STAMPED HUMP 1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 FD0660'BELOW THE SURFACE.
 FD0660'THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 FD0660'FLUSH, CONCRETE MONUMENT.
 FD0660'
 FD0660'REFERENCE MARK NO 1 IS 52 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0660'HIGHWAY 31, 29 FEET
 FD0660'NORTHEAST OF TELEPHONE POLE NO 906 AND 15 FEET WEST OF A
 FD0660'WIRE FENCE.  IT IS A STANDARD
 FD0660'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0660'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FD0660'AND THE DISK IS STAMPED
 FD0660'HUMP RM-1 1962.
 FD0660'
 FD0660'REFERENCE MARK NO 2 IS 42 FEET WEST OF A WIRE FENCE, 29 FEET EAST OF
 FD0660'THE APPROXIMATE
 FD0660'CENTER OF U S HIGHWAY 31 AND 18 FEET SOUTH OF
 FD0660'TELEPHONE POLE NO 907.  IT IS A
 FD0660'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0660'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0660'MONUMENT AND THE DISK
 FD0660'IS STAMPED HUMP RM-2 1962.
 FD0660'
 FD0660'THE AZIMUTH MARK IS 66 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0660'HIGHWAY 31, 45 FEET
 FD0660'NORTHEAST OF TELEPHONE POLE NO 904, 3 FEET WEST OF A WIRE
 FD0660'FENCE AND 2.1 FEET WEST OF
 FD0660'A METAL WITNESS POST.  IT IS A STANDARD
 FD0660'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0660'10-INCH SQUARE, FLUSH,
 FD0660'CONCRETE MONUMENT AND THE DISK IS STAMPED HUMP AZI 1962.
 FD0660'
 FD0660'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD0660
 FD0660                          STATION RECOVERY (1963)
 FD0660
 FD0660'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0660'3 MI S FROM FRANKLIN.
 FD0660'FROM THE POST OFFICE IN FRANKLIN AND THE JUNCTION OF U.S. HIGHWAY
 FD0660'31, AND U.S. 431, GO SOUTH ON U.S. HIGHWAY 31 FOR 2.80 MILES
 FD0660'TO THE STATION ON THE LEFT.  THE MARK IS 63 FEET NORTHEAST OF
 FD0660'TELEPHONE POLE NO. 97, 55 FEET SOUTH OF TELEPHONE NO. 906, 51
 FD0660'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 6 FEET WEST OF
 FD0660'A METAL WITNESS POST.  IT IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0660'CONCRETE MONUMENT.
 FD0660
 FD0660                          STATION RECOVERY (1972)
 FD0660
 FD0660'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JSL)
 FD0660'HUMP AND REFS NOT FOUND BELIEVE REF. POLES HAVE BEEN RELOCTED OR
 FD0660'DESCRIPTION WRITTEN WRONG.  PROBABLY STILL IN WITH GRASS GROWING
 FD0660'OVER MONUMENTS.
 FD0660'
 FD0660'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MI. S OF
 FD0660'FRANKLIN.
 FD0660
 FD0660                          STATION RECOVERY (1984)
 FD0660
 FD0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0660'RECOVERED IN GOOD CONDITION.  ADD 0.61 METERS (2.0 FT) SOUTHWEST OF
 FD0660'THE SOUTHWEST CORNER OF A ROCK LEDGE.
 FD0660'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 FD0660'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0662 ***********************************************************************
 FD0662  DESIGNATION -  HUMP AZ MK
 FD0662  PID         -  FD0662
 FD0662  STATE/COUNTY-  TN/WILLIAMSON
 FD0662  USGS QUAD   -  LEIPERS FORK (1981)
 FD0662
 FD0662                         *CURRENT SURVEY CONTROL
 FD0662  ___________________________________________________________________
 FD0662* NAD 83(1986)-  35 53 12.     (N)    086 52 42.     (W)     SCALED    
 FD0662* NAVD 88     -       244.674  (meters)     802.73   (feet)  ADJUSTED  
 FD0662  ___________________________________________________________________
 FD0662  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD0662  DYNAMIC HT  -         244.459 (meters)     802.03  (feet)  COMP
 FD0662  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0662
 FD0662  VERT ORDER  -  FIRST     CLASS II
 FD0662
 FD0662.The horizontal coordinates were scaled from a topographic map and have
 FD0662.an estimated accuracy of +/- 6 seconds.
 FD0662
 FD0662.The orthometric height was determined by differential leveling
 FD0662.and adjusted by the National Geodetic Survey in June 1991..
 FD0662
 FD0662.The geoid height was determined by GEOID03.
 FD0662
 FD0662.The dynamic height is computed by dividing the NAVD 88
 FD0662.geopotential number by the normal gravity value computed on the
 FD0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0662.degrees latitude (g = 980.6199 gals.).
 FD0662
 FD0662.The modeled gravity was interpolated from observed gravity values.
 FD0662
 FD0662;                    North         East    Units  Estimated Accuracy
 FD0662;SPC TN       -   172,700.      520,700.      MT  (+/- 180 meters Scaled)
 FD0662
 FD0662                          SUPERSEDED SURVEY CONTROL
 FD0662
 FD0662  NGVD 29 (??/??/??)  244.65   (m)          802.7    (f) RESET       3  
 FD0662
 FD0662.Superseded values are not recommended for survey control.
 FD0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0662.See file dsdata.txt to determine how the superseded data were derived.
 FD0662
 FD0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109713(NAD 83)
 FD0662_MARKER: DD = SURVEY DISK
 FD0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0662_STAMPING: HUMP AZI 1962
 FD0662_MARK LOGO: TNHD  
 FD0662_PROJECTION: FLUSH
 FD0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0662+STABILITY: SURFACE MOTION
 FD0662
 FD0662  HISTORY     - Date     Condition        Report By
 FD0662  HISTORY     - 1962     MONUMENTED       TNHD
 FD0662  HISTORY     - 1963     GOOD             TNHD
 FD0662  HISTORY     - 1984     GOOD             NGS
 FD0662
 FD0662                          STATION DESCRIPTION
 FD0662
 FD0662'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0662'2.8 MI S FROM FRANKLIN.
 FD0662'FROM THE POST OFFICE IN FRANKLIN, GO SOUTH ON U.S. HIGHWAY 31
 FD0662'FOR 2.75 MILES TO THE MARK ON THE LEFT.  THE MARK IS 66 FEET
 FD0662'EAST OF THE CENTER LINE OF U.S. HIGHWAY 31, 45 FEET NORTHEAST
 FD0662'OF TELEPHONE POLE NO. 904, 3 FEET WEST OF A WIRE FENCE AND 2.1
 FD0662'FEET WEST OF A METAL WITNESS POST.  IT IS SET IN A 10-INCH
 FD0662'SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0662
 FD0662                          STATION RECOVERY (1984)
 FD0662
 FD0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0662'RECOVERED IN GOOD CONDITION.  NOTE, ADD 32.0 METERS (150.0 FT)
 FD0662'NORTHEAST OF POWERLINE POLE NUMBER 905, AND 6.7 METERS (22.0 FT)
 FD0662'EAST-NORTHEAST OF A NO DUMPING SIGN.
 FD0662'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0661 ***********************************************************************
 FD0661  DESIGNATION -  HUMP RM 1
 FD0661  PID         -  FD0661
 FD0661  STATE/COUNTY-  TN/WILLIAMSON
 FD0661  USGS QUAD   -  LEIPERS FORK (1981)
 FD0661
 FD0661                         *CURRENT SURVEY CONTROL
 FD0661  ___________________________________________________________________
 FD0661* NAD 83(1986)-  35 53 10.     (N)    086 52 42.     (W)     SCALED    
 FD0661* NAVD 88     -       244.252  (meters)     801.35   (feet)  ADJUSTED  
 FD0661  ___________________________________________________________________
 FD0661  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD0661  DYNAMIC HT  -         244.038 (meters)     800.65  (feet)  COMP
 FD0661  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0661
 FD0661  VERT ORDER  -  SECOND    CLASS 0
 FD0661
 FD0661.The horizontal coordinates were scaled from a topographic map and have
 FD0661.an estimated accuracy of +/- 6 seconds.
 FD0661
 FD0661.The orthometric height was determined by differential leveling
 FD0661.and adjusted by the National Geodetic Survey in June 1991..
 FD0661
 FD0661.The geoid height was determined by GEOID03.
 FD0661
 FD0661.The dynamic height is computed by dividing the NAVD 88
 FD0661.geopotential number by the normal gravity value computed on the
 FD0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0661.degrees latitude (g = 980.6199 gals.).
 FD0661
 FD0661.The modeled gravity was interpolated from observed gravity values.
 FD0661
 FD0661;                    North         East    Units  Estimated Accuracy
 FD0661;SPC TN       -   172,640.      520,700.      MT  (+/- 180 meters Scaled)
 FD0661
 FD0661                          SUPERSEDED SURVEY CONTROL
 FD0661
 FD0661  NGVD 29 (??/??/??)  244.23   (m)          801.3    (f) RESET       3  
 FD0661
 FD0661.Superseded values are not recommended for survey control.
 FD0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0661.See file dsdata.txt to determine how the superseded data were derived.
 FD0661
 FD0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109713(NAD 83)
 FD0661_MARKER: DD = SURVEY DISK
 FD0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0661_STAMPING: HUMP RM 1 1962
 FD0661_MARK LOGO: TNHD  
 FD0661_PROJECTION: FLUSH
 FD0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0661+STABILITY: SURFACE MOTION
 FD0661
 FD0661  HISTORY     - Date     Condition        Report By
 FD0661  HISTORY     - 1962     MONUMENTED       TNHD
 FD0661  HISTORY     - 1963     GOOD             TNHD
 FD0661  HISTORY     - 1984     GOOD             NGS
 FD0661
 FD0661                          STATION DESCRIPTION
 FD0661
 FD0661'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0661'3 MI S FROM FRANKLIN.
 FD0661'THE MARK IS LOCATED AT THE HUMP 1962 STATION SITE, 52 FEET EAST
 FD0661'OF THE CENTER LINE OF U.S. HIGHWAY 31, 29 FEET NORTHEAST OF
 FD0661'TELEPHONE POLE NO. 906 AND 15 FEET WEST OF A WIRE FENCE.  IT IS
 FD0661'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0661
 FD0661                          STATION RECOVERY (1984)
 FD0661
 FD0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0661'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.  NOTE, ADD
 FD0661'19.6 METERS (64.4 FT) SOUTHEAST OF POWERLINE POLE NUMBER 905.
 FD0661'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 FD0661'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0659 ***********************************************************************
 FD0659  DESIGNATION -  HUMP RM 2
 FD0659  PID         -  FD0659
 FD0659  STATE/COUNTY-  TN/WILLIAMSON
 FD0659  USGS QUAD   -  LEIPERS FORK (1981)
 FD0659
 FD0659                         *CURRENT SURVEY CONTROL
 FD0659  ___________________________________________________________________
 FD0659* NAD 83(1986)-  35 53 10.     (N)    086 52 42.     (W)     SCALED    
 FD0659* NAVD 88     -       239.415  (meters)     785.48   (feet)  ADJUSTED  
 FD0659  ___________________________________________________________________
 FD0659  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FD0659  DYNAMIC HT  -         239.205 (meters)     784.79  (feet)  COMP
 FD0659  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0659
 FD0659  VERT ORDER  -  SECOND    CLASS 0
 FD0659
 FD0659.The horizontal coordinates were scaled from a topographic map and have
 FD0659.an estimated accuracy of +/- 6 seconds.
 FD0659
 FD0659.The orthometric height was determined by differential leveling
 FD0659.and adjusted by the National Geodetic Survey in June 1991..
 FD0659
 FD0659.The geoid height was determined by GEOID03.
 FD0659
 FD0659.The dynamic height is computed by dividing the NAVD 88
 FD0659.geopotential number by the normal gravity value computed on the
 FD0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0659.degrees latitude (g = 980.6199 gals.).
 FD0659
 FD0659.The modeled gravity was interpolated from observed gravity values.
 FD0659
 FD0659;                    North         East    Units  Estimated Accuracy
 FD0659;SPC TN       -   172,640.      520,700.      MT  (+/- 180 meters Scaled)
 FD0659
 FD0659                          SUPERSEDED SURVEY CONTROL
 FD0659
 FD0659  NGVD 29 (??/??/??)  239.39   (m)          785.4    (f) RESET       3  
 FD0659
 FD0659.Superseded values are not recommended for survey control.
 FD0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0659.See file dsdata.txt to determine how the superseded data were derived.
 FD0659
 FD0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE109713(NAD 83)
 FD0659_MARKER: DD = SURVEY DISK
 FD0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0659_STAMPING: HUMP RM 2 1962
 FD0659_MARK LOGO: TNHD  
 FD0659_PROJECTION: FLUSH
 FD0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0659+STABILITY: SURFACE MOTION
 FD0659
 FD0659  HISTORY     - Date     Condition        Report By
 FD0659  HISTORY     - 1962     MONUMENTED       TNHD
 FD0659  HISTORY     - 1963     GOOD             TNHD
 FD0659  HISTORY     - 1984     GOOD             NGS
 FD0659
 FD0659                          STATION DESCRIPTION
 FD0659
 FD0659'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0659'3 MI S FROM FRANKLIN.
 FD0659'THE MARK IS LOCATED AT THE HUMP 1962 STATION SITE, 42 FEET WEST
 FD0659'OF A WIRE FENCE, 29 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 FD0659'31 AND 18 FEET SOUTH OF TELEPHONE POLE NO. 907.  IT IS SET IN
 FD0659'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0659
 FD0659                          STATION RECOVERY (1984)
 FD0659
 FD0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0659'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY, ADD
 FD0659'31.4 METERS (103.0 FT) NORTHEAST OF POWERLINE POLE NUMBER 907.
 FD0659'THE MARK IS 7.0 METERS  W FROM A WITNESS POST.
 FD0659'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2668 ***********************************************************************
 AJ2668  DESIGNATION -  HUMPHREY
 AJ2668  PID         -  AJ2668
 AJ2668  STATE/COUNTY-  TN/SHELBY
 AJ2668  USGS QUAD   -  GERMANTOWN (1997)
 AJ2668
 AJ2668                         *CURRENT SURVEY CONTROL
 AJ2668  ___________________________________________________________________
 AJ2668* NAD 83(1995)-  35 07 24.44083(N)    089 50 55.39109(W)     ADJUSTED  
 AJ2668* NAVD 88     -        78.48   (meters)     257.5    (feet)  LEVELING  
 AJ2668  ___________________________________________________________________
 AJ2668  X           -      13,789.417 (meters)                     COMP
 AJ2668  Y           -  -5,222,582.404 (meters)                     COMP
 AJ2668  Z           -   3,649,107.256 (meters)                     COMP
 AJ2668  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ2668  ELLIP HEIGHT-          51.08  (meters)          (04/26/01) GPS OBS
 AJ2668  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AJ2668
 AJ2668  HORZ ORDER  -  FIRST
 AJ2668  VERT ORDER  -  THIRD ?
 AJ2668  ELLP ORDER  -  FOURTH    CLASS I
 AJ2668
 AJ2668.The horizontal coordinates were established by GPS observations
 AJ2668.and adjusted by the National Geodetic Survey in April 2001..
 AJ2668
 AJ2668.The orthometric height was determined by differential leveling.
 AJ2668.The vertical network tie was performed by a horz. field party for horz.
 AJ2668.obs reductions. Reset procedures were used to establish the elevation.
 AJ2668
 AJ2668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2668
 AJ2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2668
 AJ2668.The ellipsoidal height was determined by GPS observations
 AJ2668.and is referenced to NAD 83.
 AJ2668
 AJ2668.The geoid height was determined by GEOID03.
 AJ2668
 AJ2668;                    North         East     Units Scale Factor Converg.
 AJ2668;SPC TN       -    94,562.331   249,267.674   MT  1.00002474   -2 15 11.5
 AJ2668;SPC TN       -   310,243.25    817,805.69   sFT  1.00002474   -2 15 11.5
 AJ2668;UTM  16      - 3,890,448.740   240,404.205   MT  1.00043061   -1 38 23.6
 AJ2668
 AJ2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2668!SPC TN       -   0.99999198  x   1.00002474  =   1.00001672
 AJ2668!UTM  16      -   0.99999198  x   1.00043061  =   1.00042259
 AJ2668
 AJ2668                          SUPERSEDED SURVEY CONTROL
 AJ2668
 AJ2668.No superseded survey control is available for this station.
 AJ2668
 AJ2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4040490449(NAD 83)
 AJ2668_MARKER: DD = SURVEY DISK
 AJ2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2668_MARK LOGO: TN1620
 AJ2668_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2668+STABILITY: SURFACE MOTION
 AJ2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2668+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ2668
 AJ2668  HISTORY     - Date     Condition        Report By
 AJ2668  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2668
 AJ2668                          STATION DESCRIPTION
 AJ2668
 AJ2668'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2668'THE STATION IS LOCATED IN THE SOUTH CENTRAL PART OF SHELBY COUNTY
 AJ2668'APPROXIMATELY 3.00 MILES (4.83 KM) SOUTHWEST OF AGRICENTER
 AJ2668'INTERNATIONAL.
 AJ2668'TO REACH THE STATION FROM THE INTERSECTION OF WALNUT GROVE ROAD AND
 AJ2668'HUMPHREYS BLVD., PROCEED SOUTHEAST ON HUMPHREYS BLVD.  FOR
 AJ2668'APPROXIMATELY 0.70 MILE (1.13 KM) TO SHADY GROVE EAST.  THE STATION IS
 AJ2668'ON THE RIGHT.
 AJ2668'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2668'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2668'THE GROUND.  THE STATION IS LOCATED IN THE GRASS MEDIAN IN THE CENTER
 AJ2668'OF HUMPHREYS BLVD.  ON THE WEST SIDE OF INTERSECTION, 12.80 FEET (3.90
 AJ2668'M) WEST OF THE CURBLINE ON THE EAST END OF MEDIAN, 11.20 FEET (3.41 M)
 AJ2668'SOUTH OF A DRAIN MANHOLE IN MEDIAN, 4.50 FEET (1.37 M) NORTH AND 5.70
 AJ2668'FEET (1.74 M) SOUTH OF THE CURBLINE OF MEDIAN.  THE CAP AND CONCRETE
 AJ2668'ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1221 ***********************************************************************
 FC1221  DESIGNATION -  HUNDLEY
 FC1221  PID         -  FC1221
 FC1221  STATE/COUNTY-  TN/HAMILTON
 FC1221  USGS QUAD   -  OOLTEWAH (1976)
 FC1221
 FC1221                         *CURRENT SURVEY CONTROL
 FC1221  ___________________________________________________________________
 FC1221* NAD 83(1995)-  35 05 24.37962(N)    085 03 45.55716(W)     ADJUSTED  
 FC1221* NAVD 88     -       238.681  (meters)     783.07   (feet)  ADJUSTED  
 FC1221  ___________________________________________________________________
 FC1221  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FC1221  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1221  DYNAMIC HT  -         238.442 (meters)     782.29  (feet)  COMP
 FC1221  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 FC1221
 FC1221  HORZ ORDER  -  SECOND
 FC1221  VERT ORDER  -  SECOND    CLASS 0
 FC1221
 FC1221.The horizontal coordinates were established by classical geodetic methods
 FC1221.and adjusted by the National Geodetic Survey in April 1999..
 FC1221
 FC1221.The orthometric height was determined by differential leveling
 FC1221.and adjusted by the National Geodetic Survey in June 1991..
 FC1221
 FC1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1221
 FC1221.The geoid height was determined by GEOID03.
 FC1221
 FC1221.The dynamic height is computed by dividing the NAVD 88
 FC1221.geopotential number by the normal gravity value computed on the
 FC1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1221.degrees latitude (g = 980.6199 gals.).
 FC1221
 FC1221.The modeled gravity was interpolated from observed gravity values.
 FC1221
 FC1221;                    North         East     Units Scale Factor Converg.
 FC1221;SPC TN       -    84,374.313   685,476.057   MT  1.00003206   +0 32 55.5
 FC1221;SPC TN       -   276,818.06  2,248,932.70   sFT  1.00003206   +0 32 55.5
 FC1221;UTM  16      - 3,884,752.277   676,603.451   MT  0.99998439   +1 06 50.4
 FC1221
 FC1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1221!SPC TN       -   0.99996725  x   1.00003206  =   0.99999931
 FC1221!UTM  16      -   0.99996725  x   0.99998439  =   0.99995164
 FC1221
 FC1221:                Primary Azimuth Mark                     Grid Az
 FC1221:SPC TN       -  BUNCOMBE PK PLANTATION PL TWR            027 44 01.0
 FC1221:UTM  16      -  BUNCOMBE PK PLANTATION PL TWR            027 10 06.1
 FC1221
 FC1221|---------------------------------------------------------------------|
 FC1221| PID    Reference Object                     Distance      Geod. Az  |
 FC1221|                                                           dddmmss.s |
 FC1221| FC1840 BUNCOMBE PK PLANTATION PL TWR       APPROX. 7.5 KM 0281656.5 |
 FC1221| FC1220 HUNDLEY RM 1                          8.755 METERS 11304     |
 FC1221| CG6558 HUNDLEY AZ MK                                      1700814.9 |
 FC1221| FC1222 HUNDLEY RM 2                         17.108 METERS 31304     |
 FC1221|---------------------------------------------------------------------|
 FC1221
 FC1221                          SUPERSEDED SURVEY CONTROL
 FC1221
 FC1221  NAD 83(1995)-  35 05 24.38076(N)    085 03 45.55792(W) AD(       ) 2
 FC1221  NAD 83(1995)-  35 05 24.38000(N)    085 03 45.55978(W) AD(       ) 2
 FC1221  NAD 83(1995)-  35 05 24.38048(N)    085 03 45.55818(W) AD(       ) 2
 FC1221  NAD 83(1986)-  35 05 24.38114(N)    085 03 45.55666(W) AD(       ) 2
 FC1221  NAD 27      -  35 05 24.11590(N)    085 03 45.73320(W) AD(       ) 2
 FC1221  NGVD 29 (??/??/92)  238.698  (m)          783.13   (f) ADJ UNCH    2 0
 FC1221
 FC1221.Superseded values are not recommended for survey control.
 FC1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1221.See file dsdata.txt to determine how the superseded data were derived.
 FC1221
 FC1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7660384752(NAD 83)
 FC1221_MARKER: DE = TRAVERSE STATION DISK
 FC1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1221_STAMPING: HUNDLEY 1961
 FC1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1221+STABILITY: SURFACE MOTION
 FC1221
 FC1221  HISTORY     - Date     Condition        Report By
 FC1221  HISTORY     - 1961     MONUMENTED       CGS
 FC1221  HISTORY     - 1962     GOOD             NGS
 FC1221  HISTORY     - 1972     GOOD             LOCENG
 FC1221  HISTORY     - 1975     MARK NOT FOUND   NGS
 FC1221  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1221
 FC1221                          STATION DESCRIPTION
 FC1221
 FC1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1221'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF OOLTEWAH.
 FC1221'
 FC1221'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND THE
 FC1221'OOLTEWAH-GEORGETOWN ROAD, GO WEST ON U.S. HIGHWAY 11 FOR 0.2
 FC1221'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR
 FC1221'0.35 MILE TO A CROSSROAD AND SIGN, SNOW HILL ROAD, TURN RIGHT AND
 FC1221'GO 0.5 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE
 FC1221'AND GO EAST FOR 0.15 MILE TO A GATE, PASS THROUGH THE GATE THEN
 FC1221'TURN RIGHT AND FOLLOW ALONG THE FENCE LINE FOR 0.05 MILE TO A GATE
 FC1221'AND THE STATION IN A FENCE CORNER.
 FC1221'
 FC1221'THE STATION MARK IS 31 FEET EAST OF THE EAST GATE POST, 2.5 FEET
 FC1221'NORTHWEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 FC1221'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT WHICH
 FC1221'PROJECTS 3 INCHES, AND IS STAMPED HUNDLEY 1961.
 FC1221'
 FC1221'REFERENCE MARK NO. 1 IS 26.2 FEET EAST OF THE WITNESS POST AND 1 FOOT
 FC1221'NORTH OF A FENCE, ON THE WEST SLOPE OF THE HILL AND ABOUT 2 FEET
 FC1221'HIGHER THAN THE STATION. IT IS A STANDARD DISK SET IN A SQUARE
 FC1221'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 FC1221'HUNDLEY NO 1 1961.
 FC1221'
 FC1221'REFERENCE MARK NO. 2 IS 58.8 FEET NORTHWEST OF THE WITNESS POST, 20
 FC1221'FEET NORTH OF THE WEST GATE POST AND 1 FOOT EAST OF A FENCE. THE
 FC1221'MARK IS ABOUT 2 FEET LOWER THAN THE STATION. IT IS A STANDARD DISK
 FC1221'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES, AND IS
 FC1221'STAMPED HUNDLEY NO 2 1961.
 FC1221'
 FC1221'THE AZIMUTH MARK IS IN THE HIGHWAY MEDIAN ABOUT 125 YARDS NORTHWEST
 FC1221'OF THE OOLTEWAH SCHOOL HOUSE. IT IS 73.2 FEET NORTH OF AN
 FC1221'EAST-WEST FENCE LINE, 67 FEET SOUTH FROM THE APPROXIMATE CENTER OF A
 FC1221'GRAVELED DRIVEWAY AND 18 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FC1221'EAST BOUND LANES. IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC1221'MONUMENT WHICH IS SET FLUSH. THE DISK IS STAMPED HUNDLEY 1961.
 FC1221'
 FC1221'HEIGHT OF LIGHT ABOVE STATION MARK 3.9 METERS.
 FC1221
 FC1221                          STATION RECOVERY (1962)
 FC1221
 FC1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1221'0.3 MI W FROM OOLTEWAH.
 FC1221'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND GEORGETOWN PIKE AT THE
 FC1221'NORTH EDGE OF OOLTEWAH GO WEST ON U.S. HIGHWAY 11 FOR 0.3 MILE,
 FC1221'THENCE NORTH ON SNOW HILL ROAD FOR 0.6 MILE TO A GATE AND A
 FC1221'TRACK ROAD RIGHT, PASS THROUGH GATE AND GO EAST ON THE TRACK ROAD
 FC1221'FOR 0.2 MILE TO A FENCE LINE AT THE EDGE OF A FIELD, THENCE
 FC1221'SOUTH ALONG THE FENCE FOR 0.1 MILE TO THE MARK AT THE FENCE
 FC1221'CORNER, 56.1 FEET SOUTHEAST OF REFERENCE MARK NO. 2, 38 FEET
 FC1221'EAST OF THE CENTER OF A GATE, 28.7 FEET WEST OF REFERENCE MARK NO.
 FC1221'1, 2.5 FEET WEST OF A WITNESS POST AND 1.0 FEET NORTH OF A FENCE.
 FC1221'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FC1221'INCHES AND ABOUT 8 FEET LOWER THAN THE HIGHEST POINT OF THE HILL.
 FC1221
 FC1221                          STATION RECOVERY (1972)
 FC1221
 FC1221'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FC1221'RECOVERED BY ERVIN AND FINLEY.
 FC1221'
 FC1221'GOOD
 FC1221'
 FC1221'POST AND SIGN
 FC1221
 FC1221                          STATION RECOVERY (1975)
 FC1221
 FC1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1221'A SEARCH WAS MADE AND NEARBY PROPERTY OWNER WAS CONTACTED BUT
 FC1221'NOTHING COULD BE FOUND.  HOWEVER THERE IS A LARGE FACTORY NEAR
 FC1221'THE SITE AND IT IS POSSIBLE THAT THE STATION WAS DESTROYED BY
 FC1221'CONSTRUCTION.
 FC1221'
 FC1221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1221'ABOUT 1 MILE NORTHWEST OF OOLTEWAH.
 FC1221
 FC1221                          STATION RECOVERY (1983)
 FC1221
 FC1221'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1219 ***********************************************************************
 FC1219  DESIGNATION -  HUNDLEY AZ MK RESET
 FC1219  PID         -  FC1219
 FC1219  STATE/COUNTY-  TN/HAMILTON
 FC1219  USGS QUAD   -  OOLTEWAH (1976)
 FC1219
 FC1219                         *CURRENT SURVEY CONTROL
 FC1219  ___________________________________________________________________
 FC1219* NAD 83(1986)-  35 05 01.     (N)    085 03 40.     (W)     SCALED    
 FC1219* NAVD 88     -       239.461  (meters)     785.63   (feet)  ADJUSTED  
 FC1219  ___________________________________________________________________
 FC1219  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FC1219  DYNAMIC HT  -         239.221 (meters)     784.84  (feet)  COMP
 FC1219  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 FC1219
 FC1219  VERT ORDER  -  SECOND    CLASS 0
 FC1219
 FC1219.The horizontal coordinates were scaled from a topographic map and have
 FC1219.an estimated accuracy of +/- 6 seconds.
 FC1219
 FC1219.The orthometric height was determined by differential leveling
 FC1219.and adjusted by the National Geodetic Survey in June 1991..
 FC1219
 FC1219.The geoid height was determined by GEOID03.
 FC1219
 FC1219.The dynamic height is computed by dividing the NAVD 88
 FC1219.geopotential number by the normal gravity value computed on the
 FC1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1219.degrees latitude (g = 980.6199 gals.).
 FC1219
 FC1219.The modeled gravity was interpolated from observed gravity values.
 FC1219
 FC1219;                    North         East    Units  Estimated Accuracy
 FC1219;SPC TN       -    83,660.      685,620.      MT  (+/- 180 meters Scaled)
 FC1219
 FC1219                          SUPERSEDED SURVEY CONTROL
 FC1219
 FC1219  NGVD 29 (??/??/92)  239.478  (m)          785.69   (f) ADJ UNCH    2 0
 FC1219
 FC1219.Superseded values are not recommended for survey control.
 FC1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1219.See file dsdata.txt to determine how the superseded data were derived.
 FC1219
 FC1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD767840(NAD 83)
 FC1219_MARKER: DZ = AZIMUTH MARK DISK
 FC1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1219_STAMPING: HUNDLEY 1961 RESET 1962
 FC1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1219+STABILITY: SURFACE MOTION
 FC1219
 FC1219  HISTORY     - Date     Condition        Report By
 FC1219  HISTORY     - 1962     MONUMENTED       CGS
 FC1219  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1219
 FC1219                          STATION DESCRIPTION
 FC1219
 FC1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1219'0.2 MI W FROM OOLTEWAH.
 FC1219'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND GEORGETOWN PIKE AT THE
 FC1219'NORTH EDGE OF OOLTEWAH GO WEST ON U.S. HIGHWAY 11 FOR 0.2 MILE TO
 FC1219'THE CREST OF A SMALL HILL AND THE MARK IN THE MEDIAN, 300 FEET
 FC1219'NORTHWEST OF THE OOLTEWAH GRADE SCHOOL, 180 FEET SOUTHEAST OF
 FC1219'THE SOUTHEAST CORNER OF A SMALL CONCRETE HOUSE, 147.3 NORTHWEST
 FC1219'OF TELEPHONE AND POWER LINE POLE NUMBER 494, 86.7 FEET NORTHEAST
 FC1219'OF POWER LINE POLE NUMBER 493, 44 FEET SOUTH OF THE WEST BOUND
 FC1219'LANE, 17 FEET NORTH OF THE EAST BOUND LANE AND ABOUT THE SAME
 FC1219'LEVEL AS THE EAST BOUND LANE.  A STANDARD AZIMUTH MARK DISK SET
 FC1219'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FC1219
 FC1219                          STATION RECOVERY (1983)
 FC1219
 FC1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1219'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1220 ***********************************************************************
 FC1220  DESIGNATION -  HUNDLEY RM 1
 FC1220  PID         -  FC1220
 FC1220  STATE/COUNTY-  TN/HAMILTON
 FC1220  USGS QUAD   -  OOLTEWAH (1976)
 FC1220
 FC1220                         *CURRENT SURVEY CONTROL
 FC1220  ___________________________________________________________________
 FC1220* NAD 83(1986)-  35 05 24.     (N)    085 03 45.     (W)     SCALED    
 FC1220* NAVD 88     -       239.195  (meters)     784.76   (feet)  ADJUSTED  
 FC1220  ___________________________________________________________________
 FC1220  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1220  DYNAMIC HT  -         238.955 (meters)     783.97  (feet)  COMP
 FC1220  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 FC1220
 FC1220  VERT ORDER  -  SECOND    CLASS 0
 FC1220
 FC1220.The horizontal coordinates were scaled from a topographic map and have
 FC1220.an estimated accuracy of +/- 6 seconds.
 FC1220
 FC1220.The orthometric height was determined by differential leveling
 FC1220.and adjusted by the National Geodetic Survey in June 1991..
 FC1220
 FC1220.The geoid height was determined by GEOID03.
 FC1220
 FC1220.The dynamic height is computed by dividing the NAVD 88
 FC1220.geopotential number by the normal gravity value computed on the
 FC1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1220.degrees latitude (g = 980.6199 gals.).
 FC1220
 FC1220.The modeled gravity was interpolated from observed gravity values.
 FC1220
 FC1220;                    North         East    Units  Estimated Accuracy
 FC1220;SPC TN       -    84,360.      685,490.      MT  (+/- 180 meters Scaled)
 FC1220
 FC1220                          SUPERSEDED SURVEY CONTROL
 FC1220
 FC1220  NGVD 29 (??/??/92)  239.212  (m)          784.81   (f) ADJ UNCH    2 0
 FC1220
 FC1220.Superseded values are not recommended for survey control.
 FC1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1220.See file dsdata.txt to determine how the superseded data were derived.
 FC1220
 FC1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD766847(NAD 83)
 FC1220_MARKER: DR = REFERENCE MARK DISK
 FC1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1220_STAMPING: HUNDLEY NO 1 1961
 FC1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1220+STABILITY: SURFACE MOTION
 FC1220
 FC1220  HISTORY     - Date     Condition        Report By
 FC1220  HISTORY     - 1961     MONUMENTED       CGS
 FC1220  HISTORY     - 1962     GOOD             NGS
 FC1220
 FC1220                          STATION DESCRIPTION
 FC1220
 FC1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1220'0.3 MI W FROM OOLTEWAH.
 FC1220'THIS MARK IS LOCATED AT THE HUNDLEY 1961 STATION SITE, 87.3 FEET
 FC1220'SOUTHEAST OF REFERENCE MARK NO. 2, 66 FEET EAST OF THE CENTER
 FC1220'OF THE GATE, 28.7 FEET EAST OF THE STATION AND 1.0 FEET NORTH
 FC1220'OF A FENCE LINE.  A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FC1220'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1222 ***********************************************************************
 FC1222  DESIGNATION -  HUNDLEY RM 2
 FC1222  PID         -  FC1222
 FC1222  STATE/COUNTY-  TN/HAMILTON
 FC1222  USGS QUAD   -  OOLTEWAH (1976)
 FC1222
 FC1222                         *CURRENT SURVEY CONTROL
 FC1222  ___________________________________________________________________
 FC1222* NAD 83(1986)-  35 05 24.     (N)    085 03 46.     (W)     SCALED    
 FC1222* NAVD 88     -       238.156  (meters)     781.35   (feet)  ADJUSTED  
 FC1222  ___________________________________________________________________
 FC1222  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC1222  DYNAMIC HT  -         237.917 (meters)     780.57  (feet)  COMP
 FC1222  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 FC1222
 FC1222  VERT ORDER  -  SECOND    CLASS 0
 FC1222
 FC1222.The horizontal coordinates were scaled from a topographic map and have
 FC1222.an estimated accuracy of +/- 6 seconds.
 FC1222
 FC1222.The orthometric height was determined by differential leveling
 FC1222.and adjusted by the National Geodetic Survey in June 1991..
 FC1222
 FC1222.The geoid height was determined by GEOID03.
 FC1222
 FC1222.The dynamic height is computed by dividing the NAVD 88
 FC1222.geopotential number by the normal gravity value computed on the
 FC1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1222.degrees latitude (g = 980.6199 gals.).
 FC1222
 FC1222.The modeled gravity was interpolated from observed gravity values.
 FC1222
 FC1222;                    North         East    Units  Estimated Accuracy
 FC1222;SPC TN       -    84,360.      685,470.      MT  (+/- 180 meters Scaled)
 FC1222
 FC1222                          SUPERSEDED SURVEY CONTROL
 FC1222
 FC1222  NGVD 29 (??/??/92)  238.173  (m)          781.41   (f) ADJ UNCH    2 0
 FC1222
 FC1222.Superseded values are not recommended for survey control.
 FC1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1222.See file dsdata.txt to determine how the superseded data were derived.
 FC1222
 FC1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD765847(NAD 83)
 FC1222_MARKER: DR = REFERENCE MARK DISK
 FC1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1222_STAMPING: HUNDLEY NO 2 1961
 FC1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1222+STABILITY: SURFACE MOTION
 FC1222
 FC1222  HISTORY     - Date     Condition        Report By
 FC1222  HISTORY     - 1961     MONUMENTED       CGS
 FC1222  HISTORY     - 1962     GOOD             NGS
 FC1222  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1222
 FC1222                          STATION DESCRIPTION
 FC1222
 FC1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1222'0.3 MI W FROM OOLTEWAH.
 FC1222'THIS MARK IS LOCATED AT THE HUNDLEY 1961 STATION SITE, 83.7
 FC1222'FEET NORTHWEST OF REFERENCE MARK NO. 1, 56.1 FEET NORTHWEST
 FC1222'OF THE STATION MARK, 26.6 FEET NORTHEAST OF A 15 INCH YELLOW
 FC1222'PINE TREE AT THE CORNER OF THE WOODS, 24.3 FEET NORTHWEST OF A
 FC1222'GATE, AND 1.0 FEET EAST OF A FENCE LINE.  A STANDARD REFERENCE
 FC1222'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FC1222
 FC1222                          STATION RECOVERY (1983)
 FC1222
 FC1222'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2376 ***********************************************************************
 FE2376  DESIGNATION -  HUNTERSVILLE
 FE2376  PID         -  FE2376
 FE2376  STATE/COUNTY-  TN/MADISON
 FE2376  USGS QUAD   -  WESTOVER (1981)
 FE2376
 FE2376                         *CURRENT SURVEY CONTROL
 FE2376  ___________________________________________________________________
 FE2376* NAD 83(1995)-  35 36 51.70005(N)    088 58 30.77838(W)     ADJUSTED  
 FE2376* NAVD 88     -       138.6    (meters)     455.     (feet)  VERTCON   
 FE2376  ___________________________________________________________________
 FE2376  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FE2376  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE2376
 FE2376  HORZ ORDER  -  THIRD
 FE2376
 FE2376.The horizontal coordinates were established by classical geodetic methods
 FE2376.and adjusted by the National Geodetic Survey in April 1999..
 FE2376
 FE2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2376
 FE2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2376
 FE2376.The geoid height was determined by GEOID03.
 FE2376
 FE2376;                    North         East     Units Scale Factor Converg.
 FE2376;SPC TN       -   146,225.641   330,497.044   MT  0.99995571   -1 44 30.5
 FE2376;SPC TN       -   479,741.96  1,084,305.72   sFT  0.99995571   -1 44 30.5
 FE2376;UTM  16      - 3,942,972.937   321,104.282   MT  0.99999439   -1 09 01.9
 FE2376
 FE2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2376!SPC TN       -   0.99998267  x   0.99995571  =   0.99993838
 FE2376!UTM  16      -   0.99998267  x   0.99999439  =   0.99997706
 FE2376
 FE2376|---------------------------------------------------------------------|
 FE2376| PID    Reference Object                     Distance      Geod. Az  |
 FE2376|                                                           dddmmss.s |
 FE2376| CG3522 HUNTERSVILLE RM 1                    24.148 METERS 04209     |
 FE2376| CG3521 HUNTERSVILLE AZ MK                                 1095839.1 |
 FE2376| CG3523 HUNTERSVILLE RM 2                    21.918 METERS 13136     |
 FE2376|---------------------------------------------------------------------|
 FE2376
 FE2376                          SUPERSEDED SURVEY CONTROL
 FE2376
 FE2376  NAD 83(1995)-  35 36 51.70514(N)    088 58 30.78221(W) AD(       ) 3
 FE2376  NAD 83(1986)-  35 36 51.71159(N)    088 58 30.77919(W) AD(       ) 3
 FE2376  NAD 27      -  35 36 51.44130(N)    088 58 30.55030(W) AD(       ) 3
 FE2376  NGVD 29 (07/19/86)  138.6    (m)          455.     (f) VERT ANG       
 FE2376
 FE2376.Superseded values are not recommended for survey control.
 FE2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2376.See file dsdata.txt to determine how the superseded data were derived.
 FE2376
 FE2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2110442973(NAD 83)
 FE2376_MARKER: DS = TRIANGULATION STATION DISK
 FE2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2376
 FE2376  HISTORY     - Date     Condition        Report By
 FE2376  HISTORY     - 1958     MONUMENTED       CGS
 FE2376  HISTORY     - 1959     GOOD             CGS
 FE2376
 FE2376                          STATION DESCRIPTION
 FE2376
 FE2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2376'THE STATION IS ON THE NORTHEAST EDGE OF THE HUNTERSVILLE SCHOOL
 FE2376'GROUNDS IN HUNTERSVILLE. IT IS 247 FEET NORTH OF THE
 FE2376'CENTERLINE OF U.S. HIGHWAY 70, 92.5 FEET SOUTH OF THE SOUTHEAST
 FE2376'CORNER OF A FRAME HOUSE, 85.5 FEET NORTHEAST OF THE NORTHEAST
 FE2376'CORNER OF THE BRICK SCHOOL, 56 FEET WEST OF A FENCE AND IN THE CENTER
 FE2376'OF A GRASSY CIRCLE FORMED BY A GRAVELED DRIVEWAY. THE
 FE2376'MONUMENT IS FLUSH AND THE DISK IS STAMPED HUNTERSVILLE 1958.
 FE2376'
 FE2376'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 70 FOR
 FE2376'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE2376'
 FE2376'REFERENCE MARK 1 IS 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2376'HOUSE AND 1 FOOT WEST OF THE FENCE. THE MONUMENT IS FLUSH
 FE2376'AND THE DISK IS STAMPED HUNTERSVILLE NO 1 1958.
 FE2376'
 FE2376'REFERENCE MARK 2 IS 94 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE2376'SCHOOL AND 1 FOOT WEST OF THE FENCE. THE MONUMENT IS FLUSH
 FE2376'AND THE DISK IS STAMPED HUNTERSVILLE NO 1 1958.
 FE2376'
 FE2376'THE AZIMUTH MARK IS 36 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 70 AND
 FE2376'3 FEET NORTHEAST OF A POWER LINE POLE AND A WHITE WITNESS
 FE2376'POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FE2376'HUNTERSVILLE 1958.
 FE2376'
 FE2376'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2376
 FE2376                          STATION RECOVERY (1959)
 FE2376
 FE2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2376'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE2376'GOOD CONDITION. THE DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1483 ***********************************************************************
 GD1483  DESIGNATION -  HUNTINGDON MUNICIPAL TANK
 GD1483  PID         -  GD1483
 GD1483  STATE/COUNTY-  TN/CARROLL
 GD1483  USGS QUAD   -  HUNTINGDON (1983)
 GD1483
 GD1483                         *CURRENT SURVEY CONTROL
 GD1483  ___________________________________________________________________
 GD1483* NAD 83(1995)-  36 00 11.63787(N)    088 25 27.85453(W)     ADJUSTED  
 GD1483* NAVD 88     -                                                        
 GD1483  ___________________________________________________________________
 GD1483  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GD1483  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD1483
 GD1483  HORZ ORDER  -  THIRD
 GD1483
 GD1483.The horizontal coordinates were established by classical geodetic methods
 GD1483.and adjusted by the National Geodetic Survey in April 1999..
 GD1483
 GD1483
 GD1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1483
 GD1483.The geoid height was determined by GEOID03.
 GD1483
 GD1483;                    North         East     Units Scale Factor Converg.
 GD1483;SPC TN       -   187,981.269   381,448.397   MT  0.99995274   -1 25 09.6
 GD1483;SPC TN       -   616,735.21  1,251,468.62   sFT  0.99995274   -1 25 09.6
 GD1483;UTM  16      - 3,985,245.162   371,622.968   MT  0.99980307   -0 50 14.7
 GD1483
 GD1483                          SUPERSEDED SURVEY CONTROL
 GD1483
 GD1483  NAD 83(1995)-  36 00 11.64042(N)    088 25 27.86100(W) AD(       ) 4
 GD1483  NAD 83(1995)-  36 00 11.63987(N)    088 25 27.86059(W) AD(       ) 4
 GD1483  NAD 83(1986)-  36 00 11.64827(N)    088 25 27.85436(W) AD(       ) 4
 GD1483  NAD 27      -  36 00 11.42400(N)    088 25 27.67600(W) AD(       ) 3
 GD1483
 GD1483.Superseded values are not recommended for survey control.
 GD1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1483.See file dsdata.txt to determine how the superseded data were derived.
 GD1483
 GD1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7162385245(NAD 83)
 GD1483_MARKER: 51 = TANK
 GD1483
 GD1483  HISTORY     - Date     Condition        Report By
 GD1483  HISTORY     - 1958     FIRST OBSERVED   CGS
 GD1483  HISTORY     - 1968     GOOD             CGS
 GD1483
 GD1483                          STATION DESCRIPTION
 GD1483
 GD1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1483'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK.  THE TANK IS
 GD1483'A 6-LEGGED STEEL STRUCTURE, PAINTED SILVER.  IT HAS AN OVERALL
 GD1483'HEIGHT OF 157 FEET.
 GD1483'
 GD1483'THE TANK IS LOCATED IN THE NORTHEAST EDGE OF THE HUNTINGDON BUSINESS
 GD1483'DISTRICT.
 GD1483
 GD1483                          STATION RECOVERY (1968)
 GD1483
 GD1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1483'THIS STATION WAS RECOVERED AND IS THE SAME TANK INTERSECTED IN
 GD1483'1958.
 GD1483'
 GD1483'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION--
 GD1483'
 GD1483'THE STATION IS ABOUT 0.25 OF A MILE EAST-NORTHEAST OF THE CARROLL
 GD1483'COUNTY COURTHOUSE SQUARE IN HUNTINGDON, 104 FEET EAST OF AND ACROSS
 GD1483'5TH. AVENUE EAST FROM A FIRE HALL IN MUNICIPAL BUILDING NO. 145,
 GD1483'69 FEET EAST OF THE APPROXIMATE CENTER OF 5TH. AVENUE EAST, AND
 GD1483'62 FEET SOUTH OF THE SOUTH RAIL OF THE LOUISVILLE AND NASHVILLE
 GD1483'RAILROAD TRACK.
 GD1483'
 GD1483'IT IS A SIX-LEGGED TUBULAR STEEL STRUCTURE SUPPORTING A LARGE,
 GD1483'ELIPSODAL TANK WITH A SMALL FINIAL AT THE TOP AND CENTER OF THE
 GD1483'ROOF, IS PAINTED SILVER, AND HAS AN OVER-ALL HEIGHT OF 157 FEET.
 GD1483'THE POINT INTERSECTED WAS THE SMALL FINIAL AT THE TOP AND CENTER
 GD1483'OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2236 ***********************************************************************
 FE2236  DESIGNATION -  HUNTINGDON RAD STA KIC 359 MST
 FE2236  PID         -  FE2236
 FE2236  STATE/COUNTY-  TN/CARROLL
 FE2236  USGS QUAD   -  PALMER SHELTER (1973)
 FE2236
 FE2236                         *CURRENT SURVEY CONTROL
 FE2236  ___________________________________________________________________
 FE2236* NAD 83(1995)-  35 59 44.81817(N)    088 26 02.45435(W)     ADJUSTED  
 FE2236* NAVD 88     -                                                        
 FE2236  ___________________________________________________________________
 FE2236  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FE2236  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FE2236
 FE2236  HORZ ORDER  -  THIRD
 FE2236
 FE2236.The horizontal coordinates were established by classical geodetic methods
 FE2236.and adjusted by the National Geodetic Survey in April 1999..
 FE2236
 FE2236
 FE2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2236
 FE2236.The geoid height was determined by GEOID03.
 FE2236
 FE2236;                    North         East     Units Scale Factor Converg.
 FE2236;SPC TN       -   187,176.434   380,561.616   MT  0.99995237   -1 25 29.9
 FE2236;SPC TN       -   614,094.68  1,248,559.24   sFT  0.99995237   -1 25 29.9
 FE2236;UTM  16      - 3,984,431.482   370,744.538   MT  0.99980586   -0 50 34.5
 FE2236
 FE2236                          SUPERSEDED SURVEY CONTROL
 FE2236
 FE2236  NAD 83(1995)-  35 59 44.82022(N)    088 26 02.46038(W) AD(       ) 4
 FE2236  NAD 83(1986)-  35 59 44.82859(N)    088 26 02.45418(W) AD(       ) 4
 FE2236  NAD 27      -  35 59 44.60500(N)    088 26 02.27500(W) AD(       ) 3
 FE2236
 FE2236.Superseded values are not recommended for survey control.
 FE2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2236.See file dsdata.txt to determine how the superseded data were derived.
 FE2236
 FE2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7074584431(NAD 83)
 FE2236_MARKER: 42 = RADIO/TV MAST
 FE2236
 FE2236  HISTORY     - Date     Condition        Report By
 FE2236  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2236  HISTORY     - 1972     GOOD             TVA
 FE2236
 FE2236                          STATION DESCRIPTION
 FE2236
 FE2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2236'THE STATION IS THE CENTER OF THE TOP OF THE MAST. IT IS A THREE
 FE2236'LEGGED, STEEL STRUCTURE, GUYED, PAINTED IN ALTERNATE SECTIONS OF
 FE2236'INTERNATIONAL RED AND WHITE AND HAS A RED BLINKER LIGHT ON THE TOP.
 FE2236'THE MAST HAS AN OVERALL HEIGHT OF 312 FEET. THE MAST IS OWNED AND
 FE2236'OPERATED BY THE STATE OF TENNESSEE.
 FE2236'
 FE2236'THE MAST IS LOCATED AT THE SOUTH EDGE OF HUNTINGDON, ABOUT 400 FEET
 FE2236'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 70 AND U.S. HIGHWAY
 FE2236'70A.
 FE2236
 FE2236                          STATION RECOVERY (1972)
 FE2236
 FE2236'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2236'CONDITION OF POINT WHEN FOUND GOOD.
 FE2236'
 FE2236'ORIGINAL DESCRIPTION IS GOOD.
 FE2236'
 FE2236'DISTANCE AND DIRECTION FROM NEAREST TOWN IN HUNTINGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0135 ***********************************************************************
 FD0135  DESIGNATION -  HURRICANE
 FD0135  PID         -  FD0135
 FD0135  STATE/COUNTY-  TN/COFFEE
 FD0135  USGS QUAD   -  NOAH (1976)
 FD0135
 FD0135                         *CURRENT SURVEY CONTROL
 FD0135  ___________________________________________________________________
 FD0135* NAD 83(1995)-  35 32 42.59468(N)    086 10 15.63494(W)     ADJUSTED  
 FD0135* NAVD 88     -       362.739  (meters)    1190.09   (feet)  ADJUSTED  
 FD0135  ___________________________________________________________________
 FD0135  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 FD0135  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0135  DYNAMIC HT  -         362.396 (meters)    1188.96  (feet)  COMP
 FD0135  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 FD0135
 FD0135  HORZ ORDER  -  SECOND
 FD0135  VERT ORDER  -  SECOND    CLASS 0
 FD0135
 FD0135.The horizontal coordinates were established by classical geodetic methods
 FD0135.and adjusted by the National Geodetic Survey in April 1999..
 FD0135
 FD0135.The orthometric height was determined by differential leveling
 FD0135.and adjusted by the National Geodetic Survey in June 1991..
 FD0135
 FD0135.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0135
 FD0135.The geoid height was determined by GEOID03.
 FD0135
 FD0135.The dynamic height is computed by dividing the NAVD 88
 FD0135.geopotential number by the normal gravity value computed on the
 FD0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0135.degrees latitude (g = 980.6199 gals.).
 FD0135
 FD0135.The modeled gravity was interpolated from observed gravity values.
 FD0135
 FD0135;                    North         East     Units Scale Factor Converg.
 FD0135;SPC TN       -   134,465.332   584,493.696   MT  0.99996104   -0 06 00.4
 FD0135;SPC TN       -   441,158.34  1,917,626.40   sFT  0.99996104   -0 06 00.4
 FD0135;UTM  16      - 3,933,818.571   575,142.447   MT  0.99966958   +0 28 55.0
 FD0135
 FD0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0135!SPC TN       -   0.99994757  x   0.99996104  =   0.99990862
 FD0135!UTM  16      -   0.99994757  x   0.99966958  =   0.99961717
 FD0135
 FD0135|---------------------------------------------------------------------|
 FD0135| PID    Reference Object                     Distance      Geod. Az  |
 FD0135|                                                           dddmmss.s |
 FD0135| FD0133 HURRICANE RM 2                       12.479 METERS 08017     |
 FD0135| FD0140 HAGGARD                             APPROX. 4.8 KM 1262529.8 |
 FD0135| CG6570 HURRICANE AZ MK                                    3343423.8 |
 FD0135| FD0134 HURRICANE RM 1                       24.846 METERS 35555     |
 FD0135|---------------------------------------------------------------------|
 FD0135
 FD0135                          SUPERSEDED SURVEY CONTROL
 FD0135
 FD0135  NAD 83(1995)-  35 32 42.60141(N)    086 10 15.63592(W) AD(       ) 2
 FD0135  NAD 83(1986)-  35 32 42.60519(N)    086 10 15.63364(W) AD(       ) 2
 FD0135  NAD 27      -  35 32 42.33780(N)    086 10 15.66400(W) AD(       ) 2
 FD0135  NGVD 29 (??/??/92)  362.730  (m)         1190.06   (f) ADJ UNCH    2 0
 FD0135
 FD0135.Superseded values are not recommended for survey control.
 FD0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0135.See file dsdata.txt to determine how the superseded data were derived.
 FD0135
 FD0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7514233819(NAD 83)
 FD0135_MARKER: DE = TRAVERSE STATION DISK
 FD0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0135_STAMPING: HURRICANE 1960
 FD0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0135+STABILITY: SURFACE MOTION
 FD0135
 FD0135  HISTORY     - Date     Condition        Report By
 FD0135  HISTORY     - 1960     MONUMENTED       CGS
 FD0135  HISTORY     - 1960     GOOD             CGS
 FD0135  HISTORY     - 1976     GOOD             NGS
 FD0135  HISTORY     - 1976     GOOD             USGS
 FD0135
 FD0135                          STATION DESCRIPTION
 FD0135
 FD0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0135'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MANCHESTER, ABOUT
 FD0135'2.5 MILES SOUTHEAST OF
 FD0135'NOAH AND ON THE WESTERN SIDE OF U S HIGHWAY 41.
 FD0135'
 FD0135'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0135'SOUTHEAST ON U S HIGHWAY
 FD0135'41 FOR 4.5 MILES TO STEPPS GENERAL STORE ON THE LEFT AT NOAH.
 FD0135'PROCEED SOUTHEAST, ON U S
 FD0135'HIGHWAY 41 FOR 2.0 MILES TO THE AZIMUTH
 FD0135'MARK ON THE LEFT ON TOP OF HIGHWAY CUT.
 FD0135'PROCEED SOUTHEAST, ON U S
 FD0135'HIGHWAY 41 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 FD0135'
 FD0135'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED HURRICANE 1960,
 FD0135'SET IN A CONCRETE MONUMENT,
 FD0135'AND SET FLUSH.  IT IS 97 FEET WEST OF THE CENTER
 FD0135'OF U S HIGHWAY 41, 18 FEET SOUTH OF
 FD0135'THE SOUTHEAST CORNER OF A
 FD0135'CONCRETE HOUSE FOUNDATION, AND 10.9 FEET NORTH OF A
 FD0135'WITNESS SIGN.
 FD0135'
 FD0135'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED HURRICANE NO 1 1960,
 FD0135'SET IN A CONCRETE
 FD0135'MONUMENT, AND SET FLUSH.  IT IS 60 FEET WEST OF THE CENTER
 FD0135'OF U S HIGHWAY 41, 18 FEET
 FD0135'SOUTH OF THE CENTER OF A DRIVE-WAY, AND 2
 FD0135'FEET SOUTH OF A POWER LINE POLE.
 FD0135'
 FD0135'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED HURRICANE NO 2 1960,
 FD0135'SET IN A CONCRETE
 FD0135'MONUMENT, AND SET FLUSH.  IT IS 59 FEET WEST OF THE CENTER
 FD0135'OF U S HIGHWAY 41 AND 1
 FD0135'FOOT NORTH OF A FENCE CORNER POST.
 FD0135'
 FD0135'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HURRICANE 1960, SET IN A
 FD0135'CONCRETE MONUMENT, AND SET
 FD0135'FLUSH.  IT IS 64 FEET EAST OF THE CENTER OF U S
 FD0135'HIGHWAY 41 AND 2.2 FEET SOUTH OF A
 FD0135'WITNESS SIGN.
 FD0135'
 FD0135'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FD0135
 FD0135                          STATION RECOVERY (1960)
 FD0135
 FD0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0135'6.3 MI NW FROM MANCHESTER.
 FD0135'FROM THE COURT HOUSE IN MANCHESTER, GO 6.3 MILES NORTHWEST ON
 FD0135'U.S. HIGHWAY 41.  THE STATION MARK IS 0.5 MILE NORTHWEST OF THE
 FD0135'INTERSECTION OF A GRAVELED ROAD AND U.S. HIGHWAY 41, 97 FT.
 FD0135'WEST OF THE CENTER OF U.S. HIGHWAY 41, 18 FT. SOUTH OF THE SOUTHEAST
 FD0135'CORNER OF A CONCRETE HOUSE FOUNDATION, AND 10.9 FT. NORTH OF A
 FD0135'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 FD0135'FLUSH WITH THE GROUND AND ABOUT 4 FT. ABOVE THE LEVEL OF THE
 FD0135'HIGHWAY.
 FD0135
 FD0135                          STATION RECOVERY (1976)
 FD0135
 FD0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FD0135'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 FD0135'REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 FD0135'GRADING.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND WITH
 FD0135'EXISTING MEASUREMENTS.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 FD0135'SIGHT IS NOW OBSTRUCTED BY TREES AND AN EXTENDED SEARCH COULD NOT
 FD0135'BE MADE.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.
 FD0135'REFERENCE MARK 3 WAS SET AND A NEW DESCRIPTION FOLLOWS--
 FD0135'
 FD0135'THE STATION MARK IS 83 FEET SOUTH OF A POWER POLE, 32 FEET SOUTHWEST
 FD0135'OF A MULTITRUNK MAPLE TREE, 28 FEET NORTHWEST OF A QUAD TRUNK MAPLE
 FD0135'TREE, 97 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 41, 38 FEET
 FD0135'NORTH OF THE CENTERLINE OF A DRIVEWAY, 65 FEET NORTH OF THE
 FD0135'NORTHEAST CORNER OF A BRICK HOUSE AND ON THE PROPERTY OF MR. JAMES
 FD0135'V. GOINS, RT 2 BOX 294A, MANCHESTER, TENN. 37355.  THE MONUMENT
 FD0135'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HURRICANE 1960.
 FD0135'
 FD0135'TO REACH THE STATION FROM THE COURTHOUSE AT MANCHESTER, GO NORTHERLY
 FD0135'ON U. S. HIGHWAY 41 FOR 6.3 MILES TO THE STATION ON THE LEFT.
 FD0135'
 FD0135'REFERENCE MARK 1 IS 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FD0135'18 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 2 FEET SOUTH OF A
 FD0135'POWER POLE AND 2 FEET WEST OF A 10 INCH BOX ELDER TREE.  THE
 FD0135'MONUMENT IS FLUSH AND THE DISK IS STAMPED HURRICANE NO 1 1960.
 FD0135'
 FD0135'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM WITH MAGNETS,
 FD0135'STAMPED HURRICANE 1960 NO 3 1976, FLUSH WITH THE GROUND, 28 FEET
 FD0135'NORTH OF THE CENTERLINE OF THE DRIVEWAY, 53 FEET WEST OF THE
 FD0135'CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF THE MULTITRUNK MAPLE
 FD0135'TREE AND 80 FEET NORTHEAST OF THE NORTHEAST OF THE NORTHEAST
 FD0135'CORNER OF THE HOUSE.
 FD0135'
 FD0135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 FD0135'NORTHWEST OF MANCHESTER.
 FD0135'
 FD0135'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FD0135
 FD0135                          STATION RECOVERY (1976)
 FD0135
 FD0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FD0135'6.3 MILES NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE COURTHOUSE AT
 FD0135'MANCHESTER, 83 FEET SOUTH OF A POWER POLE , 39 FEET SOUTHWEST OF A
 FD0135'MULTI-TRUNK MAPLE TREE, 97 FEET WEST OF THE CENTERLINE OF THE
 FD0135'HIGHWAY, 38 FEET NORTH OF THE THE CENTERLINE OF A DIVEWAY, 28 FEET
 FD0135'NORTHWEST OF A QUAD TRUNK MAPLE TREE, 65 FEET NORTH OF THE NORTHEAST
 FD0135'CORNER OF AND THE PROPERTY OF MR. JAMES V. GIONS. SET IN THE TOP OF A
 FD0135'SQUARE CONCRETE MONUMENT FLUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2580 ***********************************************************************
 GB2580  DESIGNATION -  HURRICANE
 GB2580  PID         -  GB2580
 GB2580  STATE/COUNTY-  TN/CAMPBELL
 GB2580  USGS QUAD   -  BLOCK (1979)
 GB2580
 GB2580                         *CURRENT SURVEY CONTROL
 GB2580  ___________________________________________________________________
 GB2580* NAD 83(1995)-  36 16 46.45969(N)    084 16 25.12767(W)     ADJUSTED  
 GB2580* NAVD 88     -      1006.6    (meters)    3302.     (feet)  VERTCON   
 GB2580  ___________________________________________________________________
 GB2580  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 GB2580  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB2580
 GB2580  HORZ ORDER  -  FIRST
 GB2580
 GB2580.The horizontal coordinates were established by classical geodetic methods
 GB2580.and adjusted by the National Geodetic Survey in April 1999..
 GB2580
 GB2580.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2580
 GB2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2580
 GB2580.The geoid height was determined by GEOID03.
 GB2580
 GB2580;                    North         East     Units Scale Factor Converg.
 GB2580;SPC TN       -   217,303.999   755,091.774   MT  0.99997856   +1 00 38.4
 GB2580;SPC TN       -   712,938.20  2,477,330.26   sFT  0.99997856   +1 00 38.4
 GB2580;UTM  16      - 4,018,406.781   744,877.477   MT  1.00033890   +1 36 50.6
 GB2580
 GB2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2580!SPC TN       -   0.99984668  x   0.99997856  =   0.99982524
 GB2580!UTM  16      -   0.99984668  x   1.00033890  =   1.00018552
 GB2580
 GB2580|---------------------------------------------------------------------|
 GB2580| PID    Reference Object                     Distance      Geod. Az  |
 GB2580|                                                           dddmmss.s |
 GB2580| DC2230 HURRICANE RM 1                       16.231 METERS 19411     |
 GB2580| DC2232 HURRICANE RM 3                       16.185 METERS 19414     |
 GB2580| GB2578 BOWMAN LOOKOUT TOWER NC 27          APPROX. 1.4 KM 2901036.2 |
 GB2580| DC2231 HURRICANE RM 2                       19.660 METERS 30327     |
 GB2580| DC2229 HURRICANE AZ MK                                    3213142.3 |
 GB2580|---------------------------------------------------------------------|
 GB2580
 GB2580                          SUPERSEDED SURVEY CONTROL
 GB2580
 GB2580  NAD 83(1995)-  36 16 46.46110(N)    084 16 25.13170(W) AD(       ) 1
 GB2580  NAD 83(1995)-  36 16 46.46516(N)    084 16 25.13425(W) AD(       ) 1
 GB2580  NAD 83(1986)-  36 16 46.46973(N)    084 16 25.12868(W) AD(       ) 1
 GB2580  NAD 27      -  36 16 46.18400(N)    084 16 25.38000(W) AD(       ) 1
 GB2580  NGVD 29 (07/19/86) 1006.7    (m)         3303.     (f) VERT ANG       
 GB2580
 GB2580.Superseded values are not recommended for survey control.
 GB2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2580.See file dsdata.txt to determine how the superseded data were derived.
 GB2580
 GB2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF4487718407(NAD 83)
 GB2580_MARKER: DS = TRIANGULATION STATION DISK
 GB2580_SETTING: 66 = SET IN ROCK OUTCROP
 GB2580_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GB2580
 GB2580  HISTORY     - Date     Condition        Report By
 GB2580  HISTORY     - 1935     MONUMENTED       CGS
 GB2580  HISTORY     - 1961     GOOD             CGS
 GB2580  HISTORY     - 1964     MARK NOT FOUND   TNHD
 GB2580  HISTORY     - 1978     MARK NOT FOUND   NGS
 GB2580
 GB2580                          STATION DESCRIPTION
 GB2580
 GB2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2580'STATION IS ON A ROUND TOPPED PEAK KNOWN LOCALLY AS HURRICANE
 GB2580'MOUNTAIN, NEAR THE
 GB2580'HEAD OF BEECH FORK CREEK, ABOUT 3.5 MILES SW OF
 GB2580'CARYVILLE, ABOUT 7.5 MILES NW OF COAL
 GB2580'CREEK, ON LAND OWNED BY THE
 GB2580'COAL CREEK LAND AND COAL COMPANY OF KNOXVILLE, AND
 GB2580'TENANTED BY MR. HILE WARD.
 GB2580'
 GB2580'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 GB2580'OUTCROPPING BEDROCK.
 GB2580'
 GB2580'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK LOCATED S OF STATION
 GB2580'IN ROCK OUTCROP
 GB2580'FLUSH WITH THE GROUND.
 GB2580'
 GB2580'REFERENCE MARK NO.2 IS W OF STATION, SET IN ROCK OUTCROP ON N EDGE OF
 GB2580'FIELD AND PROJECTS
 GB2580'ABOUT 4 INCHES.
 GB2580'
 GB2580'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.  IT
 GB2580'IS NW OF STATION ABOUT 100 YARDS W OF MR.  WARDS
 GB2580'HOUSE ALONG ROAD LEADING TO HIS
 GB2580'HOUSE, 6 FEET N OF CENTER LINE AT A
 GB2580'CURVE IN ROAD JUST BEFORE REACHING THE WARD HOUSE,
 GB2580'20 FEET N OF A
 GB2580'36-INCH OAK TREE.
 GB2580'
 GB2580'TO REACH FROM THE RAILROAD STATION IN CARYVILLE, CROSS THE TRACKS S
 GB2580'OF THE STATION AND
 GB2580'GO 3.5 MILES TO CROSSROADS.  KEEP STRAIGHT AHEAD
 GB2580'FOR 0.85 MILE TO CROSS ROAD AT TOP OF
 GB2580'DIVIDE, TURN RIGHT AND KEEP
 GB2580'MAIN ROAD STRAIGHT FOR 2.2 MILES TO ROAD FORKS, TAKE
 GB2580'LEFT FORK AND GO
 GB2580'0.5 MILE TO HILE WARDS HOUSE.  CONTINUE THROUGH GATE AND WARDS YARD
 GB2580'AND FOLLOW FARM
 GB2580'ROAD ABOUT 0.25 MILE TO TOP OF GRADE AND STATION AT
 GB2580'THE HIGHEST POINT.  STATION IS SET
 GB2580'IN ROCK OUTCROP FLUSH WITH THE
 GB2580'GROUND, 10 FEET N OF PATH ALONG TOP OF RIDGE, 21 FEET
 GB2580'NW OF LARGE
 GB2580'STUMP, 53.5 FEET W OF LARGE DEAD TRIPLE CHESTNUT TREE.
 GB2580'
 GB2580'A 37-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 GB2580
 GB2580                          STATION RECOVERY (1961)
 GB2580
 GB2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2580'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 GB2580'RECOVERED IN GOOD
 GB2580'CONDITION.  REFERENCE MARK NO.  1 WAS SEARCHED FOR BUT NOT FOUND.
 GB2580'THE DRILL HOLE WAS
 GB2580'FOUND AND REFERENCE MARK NO.  3 WAS ESTABLISHED IN
 GB2580'THE SAME APPROXIMATE LOCATION.  A
 GB2580'COMPLETE DESCRIPTION FOLLOWS-
 GB2580'
 GB2580'THE STATION IS LOCATED ON A ROUND TOPPED PEAK KNOWN LOCALLY AS
 GB2580'HURRICANE MOUNTAIN,
 GB2580'NEAR THE HEAD OF BEECH FORK CREEK, ABOUT 3.5 MILES
 GB2580'SOUTHWEST OF CARYVILLE AND
 GB2580'ABOUT 7.5 MILES NORTHWEST OF COAL CREEK.
 GB2580'
 GB2580'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARYVILLE, CROSS THE
 GB2580'TRACKS AND GO SOUTH ON
 GB2580'MAIN TRAVELED ROAD FOR 3.5 MILES TO A CROSSROAD, KEEP
 GB2580'STRAIGHT AHEAD FOR 0.85 MILE TO A
 GB2580'CROSSROAD AT TOP OF DIVIDE, TURN
 GB2580'SHARP RIGHT, SOUTHEAST, FOR 0.95 MILE TO A T ROAD
 GB2580'LEFT AT AN
 GB2580'ABANDONED HOUSE ON THE RIGHT, TURN LEFT, EAST FOR 0.25 MILE TO A
 GB2580'FORK, TAKE LEFT
 GB2580'FORK, NORTHEAST, FOR 0.55 MILE TO A CROSSROAD, TURN
 GB2580'RIGHT, EAST FOR 0.6 MILE TO A FORK, TAKE LEFT FORK, NORTHEAST FOR
 GB2580'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB2580'CONTINUE STRAIGHT AHEAD FOR 0.4
 GB2580'MILE TO THE TOP OF HILL AND THE STATION.
 GB2580'
 GB2580'STATION MARK IS 1.8 FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 GB2580'STANDARD DISK CEMENTED IN A
 GB2580'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH AND IS STAMPED HURRICANE 1935
 GB2580'
 GB2580'REFERENCE MARK NO. 2 IS ON THE NORTH EDGE OF HILL.  THE MARK IS A
 GB2580'STANDARD DISK CEMENTED IN A
 GB2580'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH AND IS STAMPED
 GB2580'HURRICANE NO 2 1935.
 GB2580'
 GB2580'REFERENCE MARK NO. 3 IS ABOUT 3 FEET LOWER THAN THE STATION ON THE
 GB2580'SOUTH SLOPE OF HILL.  THE
 GB2580'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GB2580'OUTCROPPING BEDROCK, FLUSH AND
 GB2580'IS STAMPED HURRICANE NO 3 1935.
 GB2580'
 GB2580'AZIMUTH MARK IS 18 FEET NORTH OF A CURVE IN THE ROAD AND 1.4 FEET
 GB2580'SOUTHWEST OF A WITNESS
 GB2580'SIGN.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST,
 GB2580'WHICH PROJECTS 2-INCHES AND
 GB2580'IS STAMPED HURRICANE 1935.
 GB2580
 GB2580                          STATION RECOVERY (1964)
 GB2580
 GB2580'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB2580'THE STATION AND REFERENCE MARKS NO. 2 AND NO. 3 ARE PRESUMED TO BE
 GB2580'DESTROYED SINCE THE ENTIRE STATION SITE HAS BEEN CUT AWAY BY STRIP
 GB2580'MINING.  THE AZIMUTH MARK COULD NOT BE FOUND AND IS PRESUMED TO BE
 GB2580'DESTROYED DUE TO THE WIDENING OF THE DIRT ROAD NEAR WHICH IT WAS
 GB2580'LOCATED.
 GB2580
 GB2580                          STATION RECOVERY (1978)
 GB2580
 GB2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GB2580'A SEARCH WAS MADE FOR THE STATION BUT ALL MARKS ARE ASSUMED
 GB2580'DESTROYED BY STRIP MINING OF THE MOUNTAIN TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1449 ***********************************************************************
 FD1449  DESIGNATION -  HURRICANE
 FD1449  PID         -  FD1449
 FD1449  STATE/COUNTY-  TN/MOORE
 FD1449  USGS QUAD   -  LYNCHBURG EAST (1978)
 FD1449
 FD1449                         *CURRENT SURVEY CONTROL
 FD1449  ___________________________________________________________________
 FD1449* NAD 83(1995)-  35 21 31.57258(N)    086 19 03.77342(W)     ADJUSTED  
 FD1449* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 FD1449  ___________________________________________________________________
 FD1449  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 FD1449  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FD1449
 FD1449  HORZ ORDER  -  SECOND
 FD1449
 FD1449.The horizontal coordinates were established by classical geodetic methods
 FD1449.and adjusted by the National Geodetic Survey in April 1999..
 FD1449
 FD1449.The orthometric height was scaled from a topographic map.
 FD1449
 FD1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1449
 FD1449.The geoid height was determined by GEOID03.
 FD1449
 FD1449;                    North         East     Units Scale Factor Converg.
 FD1449;SPC TN       -   113,818.938   571,124.110   MT  0.99998259   -0 11 09.6
 FD1449;SPC TN       -   373,420.97  1,873,763.02   sFT  0.99998259   -0 11 09.6
 FD1449;UTM  16      - 3,913,044.079   561,987.168   MT  0.99964735   +0 23 41.5
 FD1449
 FD1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1449!SPC TN       -   0.99995015  x   0.99998259  =   0.99993274
 FD1449!UTM  16      -   0.99995015  x   0.99964735  =   0.99959751
 FD1449
 FD1449|---------------------------------------------------------------------|
 FD1449| PID    Reference Object                     Distance      Geod. Az  |
 FD1449|                                                           dddmmss.s |
 FD1449| CG6562 HURRICANE RM 1                       30.242 METERS 12956     |
 FD1449| CG6561 HURRICANE AZ MK                                    2151621.8 |
 FD1449| CG6563 HURRICANE RM 3                       38.877 METERS 21944     |
 FD1449|---------------------------------------------------------------------|
 FD1449
 FD1449                          SUPERSEDED SURVEY CONTROL
 FD1449
 FD1449  NAD 83(1995)-  35 21 31.57721(N)    086 19 03.77303(W) AD(       ) 2
 FD1449  NAD 83(1995)-  35 21 31.58142(N)    086 19 03.77333(W) AD(       ) 2
 FD1449  NAD 83(1986)-  35 21 31.58470(N)    086 19 03.77204(W) AD(       ) 2
 FD1449  NAD 27      -  35 21 31.30500(N)    086 19 03.79800(W) AD(       ) 2
 FD1449
 FD1449.Superseded values are not recommended for survey control.
 FD1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1449.See file dsdata.txt to determine how the superseded data were derived.
 FD1449
 FD1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6198713044(NAD 83)
 FD1449_MARKER: DS = TRIANGULATION STATION DISK
 FD1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1449
 FD1449  HISTORY     - Date     Condition        Report By
 FD1449  HISTORY     - 1934     MONUMENTED       CGS
 FD1449
 FD1449                          STATION DESCRIPTION
 FD1449
 FD1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1449'ABOUT 6.8 MILES BY ROAD WEST OF TULLAHOMA, AT HURRICANE SCHOOL, AT
 FD1449'SOUTH EDGE OF
 FD1449'WOODS, 157 FEET NORTHEAST OF NORTHEAST CORNER OF
 FD1449'SCHOOL, 77 FEET WEST OF 24-INCH
 FD1449'OAK TREE WITH TRIANGULAR BLAZE, AND
 FD1449'71 FEET NORTHWEST OF CENTER OF ROUTE 55.  TO REACH
 FD1449'FROM TULLAHOMA
 FD1449'RAILROAD STATION, GO WEST 5.7 MILES ON ROUTE 55 TO ITS JUNCTION WITH
 FD1449'STATE ROUTE 16,
 FD1449'TURN LEFT ON ROUTE 55 AND GO 1.1 MILES TO HURRICANE
 FD1449'SCHOOL.  SURFACE AND UNDERGROUND
 FD1449'MARKS ARE STANDARD DISK STATION
 FD1449'MARKS IN CONCRETE.  REFERENCE AND
 FD1449'AZIMUTH MARKS ARE
 FD1449'STANDARD REFERENCE DISKS IN CONCRETE.  NO.  1 IS AT EDGE OF
 FD1449'WOODS, 28 FEET
 FD1449'SOUTHEAST OF CENTER LINE OF ROUTE 55, AND 99.22 FEET
 FD1449'FROM STATION S 50 DEG 04 MIN E.
 FD1449'NO 3 IS IN SCHOOL YARD, 62
 FD1449'FEET SOUTHEAST OF SCHOOL, 46 FEET NORTHWEST OF
 FD1449'CENTER LINE OF ROUTE
 FD1449'55, 161.4 FEET FROM NO 1, AND 127.55 FEET FROM STATION
 FD1449'S 39 DEG 44 MIN W.
 FD1449'AZIMUTH MARK IS IN YARD OF VIRGIL HALE, 30 FEET SOUTH OF
 FD1449'CENTER LINE OF ROUTE 55, AND
 FD1449'0.25 MILE FROM STATION S 85 DEG 17 MIN W.
 FD1449'CENTER CHIMNEY OF MR HALES
 FD1449'HOUSE IS 250 YARDS FROM
 FD1449'STATION S 47 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1633 ***********************************************************************
 FD1633  DESIGNATION -  HURRICANE
 FD1633  PID         -  FD1633
 FD1633  STATE/COUNTY-  TN/HUMPHREYS
 FD1633  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1633
 FD1633                         *CURRENT SURVEY CONTROL
 FD1633  ___________________________________________________________________
 FD1633* NAD 83(1995)-  35 57 37.94934(N)    087 45 24.86216(W)     ADJUSTED  
 FD1633* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 FD1633  ___________________________________________________________________
 FD1633  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FD1633  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1633
 FD1633  HORZ ORDER  -  THIRD
 FD1633
 FD1633.The horizontal coordinates were established by classical geodetic methods
 FD1633.and adjusted by the National Geodetic Survey in April 1999..
 FD1633
 FD1633.The orthometric height was scaled from a topographic map.
 FD1633
 FD1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1633
 FD1633.The geoid height was determined by GEOID03.
 FD1633
 FD1633;                    North         East     Units Scale Factor Converg.
 FD1633;SPC TN       -   181,959.857   441,528.292   MT  0.99995083   -1 01 42.8
 FD1633;SPC TN       -   596,979.96  1,448,580.74   sFT  0.99995083   -1 01 42.8
 FD1633;UTM  16      - 3,979,836.688   431,747.259   MT  0.99965740   -0 26 40.2
 FD1633
 FD1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1633!SPC TN       -   0.99997106  x   0.99995083  =   0.99992189
 FD1633!UTM  16      -   0.99997106  x   0.99965740  =   0.99962847
 FD1633
 FD1633|---------------------------------------------------------------------|
 FD1633| PID    Reference Object                     Distance      Geod. Az  |
 FD1633|                                                           dddmmss.s |
 FD1633| FD1632 HURRICANE LOOKOUT TOWER HR 19        17.249 METERS 02945     |
 FD1633| CG6568 HURRICANE RM 1                       17.249 METERS 02945     |
 FD1633| GC2593 TENNESSEE VALLEY FARMERS SILO       APPROX.10.9 KM 0631259.1 |
 FD1633| CG6567 HURRICANE AZ MK                                    0664153.9 |
 FD1633| FD1631 DUCK                                APPROX. 3.4 KM 2381951.0 |
 FD1633| CG6569 HURRICANE RM 2                       21.144 METERS 27211     |
 FD1633|---------------------------------------------------------------------|
 FD1633
 FD1633                          SUPERSEDED SURVEY CONTROL
 FD1633
 FD1633  NAD 83(1995)-  35 57 37.95119(N)    087 45 24.86651(W) AD(       ) 3
 FD1633  NAD 83(1986)-  35 57 37.95934(N)    087 45 24.86354(W) AD(       ) 3
 FD1633  NAD 27      -  35 57 37.73700(N)    087 45 24.77900(W) AD(       ) 3
 FD1633
 FD1633.Superseded values are not recommended for survey control.
 FD1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1633.See file dsdata.txt to determine how the superseded data were derived.
 FD1633
 FD1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3174779837(NAD 83)
 FD1633_MARKER: DS = TRIANGULATION STATION DISK
 FD1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1633
 FD1633  HISTORY     - Date     Condition        Report By
 FD1633  HISTORY     - 1952     MONUMENTED       CGS
 FD1633  HISTORY     - 1973     GOOD             TVA
 FD1633  HISTORY     - 1975     GOOD             NGS
 FD1633
 FD1633                          STATION DESCRIPTION
 FD1633
 FD1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 FD1633'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF WAVERLY ON PROPERTY
 FD1633'OWNED BY THE STATE.  IT IS
 FD1633'71 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 FD1633'BUILDING, 44 FEET SOUTH OF THE
 FD1633'SOUTHWEST LEG OF THE HURRICANE LOOKOUT
 FD1633'TOWER AND 19 FEET NORTHWEST OF A WHITE WITNESS
 FD1633'POST.  THE MARK IS
 FD1633'FLUSH AND THE DISK IS STAMPED HURRICANE 1952.
 FD1633'
 FD1633'REFERENCE MARK NO 1 IS SET AT THE CENTER OF THE BASE OF THE LOOKOUT
 FD1633'TOWER.  THE MARK IS FLUSH
 FD1633'AND THE DISK IS STAMPED HURRICANE NO 1 1952.
 FD1633'
 FD1633'REFERENCE MARK NO 2 IS 96 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 FD1633'LOOKOUT TOWER AND 10 FEET
 FD1633'SOUTH OF A 10 INCH OAK TREE.  THE MARK IS FLUSH AND
 FD1633'THE DISK IS STAMPED HURRICANE NO 2
 FD1633'1952.
 FD1633'
 FD1633'AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 10
 FD1633'FEET WEST OF AN 8 INCH OAK
 FD1633'TREE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 FD1633'THE MARK IS FLUSH AND THE DISK IS
 FD1633'STAMPED HURRICANE 1952.
 FD1633'
 FD1633'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 FD1633'STATE HIGHWAY 13 FOR 4.8
 FD1633'MILES TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON HIGHWAY FOR
 FD1633'4.3 MILES TO THE TOP OF A
 FD1633'HILL AND A DRIVEWAY ON THE RIGHT, TURN
 FD1633'RIGHT AND GO UP HILL ON THE DRIVEWAY FOR 0.2
 FD1633'MILE TO THE AZIMUTH MARK
 FD1633'ON THE RIGHT, CONTINUE FOR 0.1 MILE TO THE HURRICANE LOOKOUT
 FD1633'TOWER AND THE
 FD1633'STATION AS DESCRIBED.
 FD1633'
 FD1633'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FD1633
 FD1633                          STATION RECOVERY (1973)
 FD1633
 FD1633'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1633'HURRICANE RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1633'
 FD1633'HURRICANE RM 1 RECOVERED IN GOOD CONDITION.  GOOD AS DESCRIBED.
 FD1633'
 FD1633'HURRICANE, RM 2 RECOVERED IN GOOD CONDITION.  GOOD AS DESCRIBED.
 FD1633'
 FD1633'HURRICANE AZI. RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 FD1633'
 FD1633'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MI. SOUTHEAST
 FD1633'OF WAVERLY.
 FD1633
 FD1633                          STATION RECOVERY (1975)
 FD1633
 FD1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1633'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  A METAL
 FD1633'WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK AND 1 FOOT
 FD1633'NORTHEAST OF THE AZIMUTH MARK.
 FD1633'
 FD1633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 FD1633'SOUTHEAST OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2416 ***********************************************************************
 GB2416  DESIGNATION -  HURRICANE
 GB2416  PID         -  GB2416
 GB2416  STATE/COUNTY-  TN/JACKSON
 GB2416  USGS QUAD   -  WHITLEYVILLE (1982)
 GB2416
 GB2416                         *CURRENT SURVEY CONTROL
 GB2416  ___________________________________________________________________
 GB2416* NAD 83(1995)-  36 24 28.86698(N)    085 37 39.95936(W)     ADJUSTED  
 GB2416* NAVD 88     -       291.3    (meters)     956.     (feet)  VERTCON   
 GB2416  ___________________________________________________________________
 GB2416  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GB2416  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GB2416
 GB2416  HORZ ORDER  -  SECOND
 GB2416
 GB2416.The horizontal coordinates were established by classical geodetic methods
 GB2416.and adjusted by the National Geodetic Survey in April 1999..
 GB2416
 GB2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2416
 GB2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2416
 GB2416.The geoid height was determined by GEOID03.
 GB2416
 GB2416;                    North         East     Units Scale Factor Converg.
 GB2416;SPC TN       -   230,252.521   633,388.079   MT  0.99999848   +0 13 04.5
 GB2416;SPC TN       -   755,420.15  2,078,040.72   sFT  0.99999848   +0 13 04.5
 GB2416;UTM  16      - 4,030,079.830   623,039.434   MT  0.99978652   +0 48 52.4
 GB2416
 GB2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2416!SPC TN       -   0.99995903  x   0.99999848  =   0.99995751
 GB2416!UTM  16      -   0.99995903  x   0.99978652  =   0.99974556
 GB2416
 GB2416|---------------------------------------------------------------------|
 GB2416| PID    Reference Object                     Distance      Geod. Az  |
 GB2416|                                                           dddmmss.s |
 GB2416| CG6565 HURRICANE RM 1                       35.018 METERS 04824     |
 GB2416| CG6564 HURRICANE AZ MK                                    0740846.8 |
 GB2416| CG6566 HURRICANE RM 2                                     12609     |
 GB2416|---------------------------------------------------------------------|
 GB2416
 GB2416                          SUPERSEDED SURVEY CONTROL
 GB2416
 GB2416  NAD 83(1995)-  36 24 28.86853(N)    085 37 39.96076(W) AD(       ) 2
 GB2416  NAD 83(1995)-  36 24 28.87415(N)    085 37 39.96409(W) AD(       ) 2
 GB2416  NAD 83(1986)-  36 24 28.87782(N)    085 37 39.96322(W) AD(       ) 2
 GB2416  NAD 27      -  36 24 28.66400(N)    085 37 40.05500(W) AD(       ) 2
 GB2416  NGVD 29 (07/19/86)  291.4    (m)          956.     (f) VERT ANG       
 GB2416
 GB2416.Superseded values are not recommended for survey control.
 GB2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2416.See file dsdata.txt to determine how the superseded data were derived.
 GB2416
 GB2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2303930080(NAD 83)
 GB2416_MARKER: DS = TRIANGULATION STATION DISK
 GB2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2416
 GB2416  HISTORY     - Date     Condition        Report By
 GB2416  HISTORY     - 1949     MONUMENTED       CGS
 GB2416  HISTORY     - 1966     GOOD             TNHD
 GB2416
 GB2416                          STATION DESCRIPTION
 GB2416
 GB2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2416'STATION IS LOCATED ABOUT 10 MILES WEST OF HILHAM AND 4 MILES
 GB2416'NORTHEAST OF GAINESBORO ON TOP OF A BALD HILL. IT IS 8 FEET WEST
 GB2416'OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED
 GB2416'HURRICANE 1949.
 GB2416'
 GB2416'REFERENCE MARK NO. 1 IS 3 FEET SOUTHWEST OF A 12 INCH WILD CHERRY
 GB2416'TREE. THE MARK IS FLUSH AND THE DISK IS STAMPED HURRICANE NO 1
 GB2416'1949.
 GB2416'
 GB2416'REFERENCE MARK NO. 2 IS 5 FEET NORTH OF A 10 INCH WALNUT TREE AND IS
 GB2416'ABOUT 15 FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK IS FLUSH
 GB2416'AND THE DISK IS STAMPED HURRICANE NO 2 1949.
 GB2416'
 GB2416'AZIMUTH MARK IS 13 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 3
 GB2416'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 GB2416'FENCE LINE. THE MARK IS FLUSH AND THE DISK IS STAMPED HURRICANE 1949.
 GB2416'
 GB2416'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85 AND 53
 GB2416'ABOUT 2-1/2 MILES NORTHEAST OF GAINESBORO, GO NORTHEAST ON
 GB2416'HIGHWAY 53 FOR 2.3 MILES TO A T-ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD
 GB2416'AND GO IN AN EASTERLY DIRECTION FOR 1.75 MILES TO A FORK AT THE TOP
 GB2416'OF A HILL, BEAR RIGHT ON MAIN GRAVEL ROAD FOR 0.1 MILE TO A T-ROAD
 GB2416'RIGHT, TURN RIGHT AND GO SOUTHWESTERLY ON GRAVEL ROAD FOR 0.45 MILE
 GB2416'TO THE AZIMUTH MARK ON THE RIGHT, THENCE CONTINUE ON GRAVEL AND DIRT
 GB2416'ROAD FOR 0.75 MILES TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 GB2416'
 GB2416'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GB2416
 GB2416                          STATION RECOVERY (1966)
 GB2416
 GB2416'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2416'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 GB2416'MEASUREMENTS TO THE REFERENCE MARKS WERE NOT MADE AT THIS TIME DUE
 GB2416'TO THE DENSE UNDERGROWTH AT THE STATION SITE. A NEW AND COMPLETE
 GB2416'DESCRIPTION FOLLOWS.
 GB2416'
 GB2416'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF GAINESBORO, ON A SMALL
 GB2416'HILL DENSELY COVERED WITH SMALL CEDAR TREES.
 GB2416'
 GB2416'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 53 AND STATE
 GB2416'ROUTE 85, ABOUT 2-1/2 MILES NORTHEAST OF GAINESBORO, GO NORTHERLY ON
 GB2416'STATE ROUTE 53 FOR 2.3 MILES TO A GRAVELED ROAD ON THE RIGHT, TURN
 GB2416'RIGHT AND GO EASTERLY ON THE GRAVELED ROAD FOR 1.8 MILES TO A FORK,
 GB2416'KEEP RIGHT AND CONTINUE ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 GB2416'GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHWESTERLY ON THE
 GB2416'GRAVELED ROAD FOR 0.45 MILE TO A GATE AND THE AZIMUTH MARK ON THE
 GB2416'RIGHT. PASS THROUGH THE GATE AND FOLLOW THE GRAVELED, THEN TRACK
 GB2416'ROAD, FOR 0.8 MILE TO THE TOP OF THE HILL AND THE STATION.
 GB2416'
 GB2416'THE STATION IS ABOUT 75 FEET EAST OF THE SUMMIT OF THE HILL, 26 FEET
 GB2416'SOUTH OF A MULTI-TRUNKED CHERRY TREE AND 23 FEET WEST OF A SMALL
 GB2416'CHERRY TREE. THE SURFACE MARK IS A STANDARD U.S.C. AND G.S.
 GB2416'TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2416'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HURRICANE 1949.
 GB2416'
 GB2416'REFERENCE MARK NO. 1 IS 4 FEET SOUTHWEST OF A 15-INCH WILD CHERRY
 GB2416'TREE. THE MARK IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET
 GB2416'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2416'DISK IS STAMPED HURRICANE NO 1 1949.
 GB2416'
 GB2416'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF A CLEARED AREA AND 17 FEET
 GB2416'NORTHEAST OF THE TRACK ROAD. THE MARK IS A STANDARD U.S.C. AND G.S.
 GB2416'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2416'CONCRETE MONUMENT AD THE DISK IS STAMPED HURRICANE NO 2 1949.
 GB2416'
 GB2416'THE AZIMUTH MARK IS 21 FEET SOUTH OF A FENCE CORNER AND 13 FEET
 GB2416'NORTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD. THE
 GB2416'MARK IS A STANDARD U.S.C. AND G.S. AZIMUTH MARK DISK SET IN THE TOP
 GB2416'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2416'STAMPED HURRICANE 1949.
 GB2416'
 GB2416'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GB2416'
 GB2416'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GB2416'
 GB2416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1632 ***********************************************************************
 FD1632  DESIGNATION -  HURRICANE LOOKOUT TOWER HR 19
 FD1632  PID         -  FD1632
 FD1632  STATE/COUNTY-  TN/HUMPHREYS
 FD1632  USGS QUAD   -  HURRICANE MILLS (1969)
 FD1632
 FD1632                         *CURRENT SURVEY CONTROL
 FD1632  ___________________________________________________________________
 FD1632* NAD 83(1995)-  35 57 38.43519(N)    087 45 24.52051(W)     ADJUSTED  
 FD1632* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 FD1632  ___________________________________________________________________
 FD1632  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FD1632  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FD1632
 FD1632  HORZ ORDER  -  SECOND
 FD1632
 FD1632.The horizontal coordinates were established by classical geodetic methods
 FD1632.and adjusted by the National Geodetic Survey in April 1999..
 FD1632
 FD1632.The orthometric height was scaled from a topographic map.
 FD1632
 FD1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1632
 FD1632.The geoid height was determined by GEOID03.
 FD1632
 FD1632;                    North         East     Units Scale Factor Converg.
 FD1632;SPC TN       -   181,974.675   441,537.120   MT  0.99995083   -1 01 42.6
 FD1632;SPC TN       -   597,028.58  1,448,609.70   sFT  0.99995083   -1 01 42.6
 FD1632;UTM  16      - 3,979,851.591   431,755.933   MT  0.99965739   -0 26 40.0
 FD1632
 FD1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1632!SPC TN       -   0.99997106  x   0.99995083  =   0.99992189
 FD1632!UTM  16      -   0.99997106  x   0.99965739  =   0.99962846
 FD1632
 FD1632                          SUPERSEDED SURVEY CONTROL
 FD1632
 FD1632  NAD 83(1995)-  35 57 38.43704(N)    087 45 24.52487(W) AD(       ) 2
 FD1632  NAD 83(1986)-  35 57 38.44519(N)    087 45 24.52190(W) AD(       ) 2
 FD1632  NAD 27      -  35 57 38.22300(N)    087 45 24.43700(W) AD(       ) 2
 FD1632
 FD1632.Superseded values are not recommended for survey control.
 FD1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1632.See file dsdata.txt to determine how the superseded data were derived.
 FD1632
 FD1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3175679852(NAD 83)
 FD1632_MARKER: 57 = LOOKOUT TOWER
 FD1632
 FD1632  HISTORY     - Date     Condition        Report By
 FD1632  HISTORY     - 1952     FIRST OBSERVED   CGS
 FD1632  HISTORY     - 1959     GOOD             CGS
 FD1632  HISTORY     - 1973     GOOD             TVA
 FD1632
 FD1632                          STATION DESCRIPTION
 FD1632
 FD1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 FD1632'TRIANGULATION STATION, REFERENCE MARK NO 1 WHICH IS LOCATED AT THE
 FD1632'CENTER OF THE BASE
 FD1632'OF THE LOOKOUT TOWER.  THE LOOKOUT TOWER IS
 FD1632'LOCATED ABOUT 9 MILES SOUTHEAST OF
 FD1632'WAVERLY.  IT IS A 4-LEGGED STEEL
 FD1632'STRUCTURE ABOUT 95 FEET HIGH WITH AN OBSERVATION ROOM
 FD1632'ATOP.  A
 FD1632'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HURRICANE AND
 FD1632'THE DISTANCE WAS
 FD1632'FOUND TO BE 17.249 METERS (56.59 FEET).
 FD1632'
 FD1632'TO REACH THE STATION FROM THE COURTHOUSE IN WAVERLY, GO SOUTH ON
 FD1632'STATE HIGHWAY 13 FOR 4.8
 FD1632'MILES TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON HIGHWAY FOR
 FD1632'4.3 MILES TO THE TOP OF A
 FD1632'HILL AND A DRIVEWAY ON THE RIGHT, TURN
 FD1632'RIGHT AND GO UP HILL ON DRIVEWAY FOR 0.3
 FD1632'MILE TO THE LOOKOUT TOWER.
 FD1632
 FD1632                          STATION RECOVERY (1959)
 FD1632
 FD1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1632'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF WAVERLY ON THE TOP OF A
 FD1632'HIGH, WOODED RIDGE.
 FD1632'USCGS TRIANGULATION STATION HURRICANE 1952 IS LOCATED
 FD1632'NEARBY AND THE REFERENCE MARK NO
 FD1632'1 IS LOCATED BELOW AND IN THE
 FD1632'APPROXIMATE CENTER OF THE LOOKOUT TOWER.
 FD1632'
 FD1632'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED
 FD1632'OBSERVATION PLATFORM,
 FD1632'HAS AN OVER-ALL HEIGHT OF 85.0 FEET AND A SMALL FINIAL AT
 FD1632'THE APEX OF THE ROOF.  THE
 FD1632'FINIAL AT THE TOP AND CENTER OF THE ROOF
 FD1632'WAS THE POINT INTERSECTED.
 FD1632'
 FD1632'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY NO 70 AND STATE
 FD1632'ROUTE NO 13 AT THE
 FD1632'NORTHEAST CORNER OF THE SQUARE IN WAVERLY, GO SOUTH ON
 FD1632'STATE ROUTE NO 13 FOR 9.1
 FD1632'MILES TO A SIGN FIRE TOWER ON THE RIGHT,
 FD1632'TURN RIGHT ON A WOODS ROAD AND GO WEST AND
 FD1632'NORTHWESTERLY FOR ABOUT
 FD1632'0.15 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 FD1632
 FD1632                          STATION RECOVERY (1973)
 FD1632
 FD1632'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1632'HURRICANE LOOKOUT RECOVERED IN GOOD CONDITION.  SEE ORIGINAL
 FD1632'DESCRIPTION.
 FD1632'
 FD1632'NOTE--TOWER HAS BEEN CHANGED TO DISTRICT 6 LOOKOUT TOWER NUMBER 22
 FD1632'ACCORDING TO ATTENDANT.
 FD1632'
 FD1632'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH OF
 FD1632'WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0134 ***********************************************************************
 FD0134  DESIGNATION -  HURRICANE RM 1
 FD0134  PID         -  FD0134
 FD0134  STATE/COUNTY-  TN/COFFEE
 FD0134  USGS QUAD   -  NOAH (1976)
 FD0134
 FD0134                         *CURRENT SURVEY CONTROL
 FD0134  ___________________________________________________________________
 FD0134* NAD 83(1986)-  35 32 42.     (N)    086 10 15.     (W)     SCALED    
 FD0134* NAVD 88     -       362.793  (meters)    1190.26   (feet)  ADJUSTED  
 FD0134  ___________________________________________________________________
 FD0134  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0134  DYNAMIC HT  -         362.451 (meters)    1189.14  (feet)  COMP
 FD0134  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 FD0134
 FD0134  VERT ORDER  -  SECOND    CLASS 0
 FD0134
 FD0134.The horizontal coordinates were scaled from a topographic map and have
 FD0134.an estimated accuracy of +/- 6 seconds.
 FD0134
 FD0134.The orthometric height was determined by differential leveling
 FD0134.and adjusted by the National Geodetic Survey in June 1991..
 FD0134
 FD0134.The geoid height was determined by GEOID03.
 FD0134
 FD0134.The dynamic height is computed by dividing the NAVD 88
 FD0134.geopotential number by the normal gravity value computed on the
 FD0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0134.degrees latitude (g = 980.6199 gals.).
 FD0134
 FD0134.The modeled gravity was interpolated from observed gravity values.
 FD0134
 FD0134;                    North         East    Units  Estimated Accuracy
 FD0134;SPC TN       -   134,450.      584,510.      MT  (+/- 180 meters Scaled)
 FD0134
 FD0134                          SUPERSEDED SURVEY CONTROL
 FD0134
 FD0134  NGVD 29 (??/??/92)  362.785  (m)         1190.24   (f) ADJ UNCH    2 0
 FD0134
 FD0134.Superseded values are not recommended for survey control.
 FD0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0134.See file dsdata.txt to determine how the superseded data were derived.
 FD0134
 FD0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE751338(NAD 83)
 FD0134_MARKER: DR = REFERENCE MARK DISK
 FD0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0134_STAMPING: HURRICANE NO 1 1960
 FD0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0134+STABILITY: SURFACE MOTION
 FD0134
 FD0134  HISTORY     - Date     Condition        Report By
 FD0134  HISTORY     - 1960     MONUMENTED       CGS
 FD0134  HISTORY     - 1976     GOOD             USGS
 FD0134
 FD0134                          STATION DESCRIPTION
 FD0134
 FD0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0134'6.3 MI NW FROM MANCHESTER.
 FD0134'THIS MARK IS LOCATED AT THE HURRICANE 1960 STATION SITE, 81.5 FT.
 FD0134'NORTH OF THE STATION MARK, 60 FT. WEST OF THE CENTER OF U.S.
 FD0134'HIGHWAY 41, 18 FT. SOUTH OF THE CENTER OF A DRIVE-WAY, AND 2 FT.
 FD0134'SOUTH OF A POWER LINE POLE.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0134'POST THAT IS FLUSH WITH THE GROUND AND ABOUT 5 FT. ABOVE THE
 FD0134'LEVEL OF THE HIGHWAY.
 FD0134
 FD0134                          STATION RECOVERY (1976)
 FD0134
 FD0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FD0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0133 ***********************************************************************
 FD0133  DESIGNATION -  HURRICANE RM 2
 FD0133  PID         -  FD0133
 FD0133  STATE/COUNTY-  TN/COFFEE
 FD0133  USGS QUAD   -  NOAH (1976)
 FD0133
 FD0133                         *CURRENT SURVEY CONTROL
 FD0133  ___________________________________________________________________
 FD0133* NAD 83(1986)-  35 32 42.     (N)    086 10 15.     (W)     SCALED    
 FD0133* NAVD 88     -       362.564  (meters)    1189.51   (feet)  ADJUSTED  
 FD0133  ___________________________________________________________________
 FD0133  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD0133  DYNAMIC HT  -         362.222 (meters)    1188.39  (feet)  COMP
 FD0133  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 FD0133
 FD0133  VERT ORDER  -  SECOND    CLASS 0
 FD0133
 FD0133.The horizontal coordinates were scaled from a topographic map and have
 FD0133.an estimated accuracy of +/- 6 seconds.
 FD0133
 FD0133.The orthometric height was determined by differential leveling
 FD0133.and adjusted by the National Geodetic Survey in June 1991..
 FD0133
 FD0133.The geoid height was determined by GEOID03.
 FD0133
 FD0133.The dynamic height is computed by dividing the NAVD 88
 FD0133.geopotential number by the normal gravity value computed on the
 FD0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0133.degrees latitude (g = 980.6199 gals.).
 FD0133
 FD0133.The modeled gravity was interpolated from observed gravity values.
 FD0133
 FD0133;                    North         East    Units  Estimated Accuracy
 FD0133;SPC TN       -   134,450.      584,510.      MT  (+/- 180 meters Scaled)
 FD0133
 FD0133                          SUPERSEDED SURVEY CONTROL
 FD0133
 FD0133  NGVD 29 (??/??/92)  362.556  (m)         1189.49   (f) ADJ UNCH    2 0
 FD0133
 FD0133.Superseded values are not recommended for survey control.
 FD0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0133.See file dsdata.txt to determine how the superseded data were derived.
 FD0133
 FD0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE751338(NAD 83)
 FD0133_MARKER: DR = REFERENCE MARK DISK
 FD0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0133_STAMPING: HURRICANE NO 2 1960
 FD0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0133+STABILITY: SURFACE MOTION
 FD0133
 FD0133  HISTORY     - Date     Condition        Report By
 FD0133  HISTORY     - 1960     MONUMENTED       CGS
 FD0133  HISTORY     - 1976     MARK NOT FOUND   CGS
 FD0133
 FD0133                          STATION DESCRIPTION
 FD0133
 FD0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0133'6.3 MI NW FROM MANCHESTER.
 FD0133'THIS MARK IS LOCATED AT THE HURRICANE 1960 STATION SITE, 41 FT.
 FD0133'EAST OF THE STATION MARK, 59 FT. WEST OF THE CENTER OF U.S.
 FD0133'HIGHWAY 41 AND 1 FT. NORTH OF A FENCE CORNER POST.  THE DISK IS
 FD0133'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 FD0133'ABOUT 4 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 FD0133
 FD0133                          STATION RECOVERY (1976)
 FD0133
 FD0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1976
 FD0133'THE MARK WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED TO HAVE BEEN
 FD0133'DESTROYED BY GRADING FOR A LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1346 ***********************************************************************
 FD1346  DESIGNATION -  HURRICANE RM 3
 FD1346  PID         -  FD1346
 FD1346  STATE/COUNTY-  TN/COFFEE
 FD1346  USGS QUAD   -  NOAH (1976)
 FD1346
 FD1346                         *CURRENT SURVEY CONTROL
 FD1346  ___________________________________________________________________
 FD1346* NAD 83(1986)-  35 32 42.     (N)    086 10 15.     (W)     SCALED    
 FD1346* NAVD 88     -       362.33   (meters)    1188.7    (feet)  RESET     
 FD1346  ___________________________________________________________________
 FD1346  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD1346
 FD1346  VERT ORDER  -  THIRD
 FD1346
 FD1346.The horizontal coordinates were scaled from a topographic map and have
 FD1346.an estimated accuracy of +/- 6 seconds.
 FD1346
 FD1346.The orthometric height was computed from unverified reset data.
 FD1346.No vertical observational check was made to the station.
 FD1346
 FD1346.The geoid height was determined by GEOID03.
 FD1346
 FD1346;                    North         East    Units  Estimated Accuracy
 FD1346;SPC TN       -   134,450.      584,510.      MT  (+/- 180 meters Scaled)
 FD1346
 FD1346                          SUPERSEDED SURVEY CONTROL
 FD1346
 FD1346  NGVD 29 (10/12/01)  362.32   (m)         1188.7    (f) RESET       3  
 FD1346
 FD1346.Superseded values are not recommended for survey control.
 FD1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1346.See file dsdata.txt to determine how the superseded data were derived.
 FD1346
 FD1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE751338(NAD 83)
 FD1346_MARKER: DR = REFERENCE MARK DISK
 FD1346_SETTING: 0 = UNSPECIFIED SETTING
 FD1346_STAMPING: HURRICANE 1960 NO 3 1976
 FD1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1346
 FD1346  HISTORY     - Date     Condition        Report By
 FD1346  HISTORY     - 1976     MONUMENTED       NGS
 FD1346
 FD1346                          STATION DESCRIPTION
 FD1346
 FD1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FD1346'6.3 MI NW FROM MANCHESTER.
 FD1346'6.3 MILES NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE COURTHOUSE IN
 FD1346'MANCHESTER, 28 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 53 FEET
 FD1346'WEST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF A
 FD1346'MULTI-TRUNK MAPLE TREE, 80 FEET NORTHEAST OF THE NORTHEAST CORNER
 FD1346'OF A BRICK HOUSE, AND IN TOP OF A PRE-CAST ALUMINUM MONUMENT WITH
 FD1346'MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1265 ***********************************************************************
 FD1265  DESIGNATION -  HURST
 FD1265  PID         -  FD1265
 FD1265  STATE/COUNTY-  TN/LEWIS
 FD1265  USGS QUAD   -  HOHENWALD (1991)
 FD1265
 FD1265                         *CURRENT SURVEY CONTROL
 FD1265  ___________________________________________________________________
 FD1265* NAD 83(1995)-  35 32 19.30733(N)    087 31 54.12374(W)     ADJUSTED  
 FD1265* NAVD 88     -       297.687  (meters)     976.66   (feet)  ADJUSTED  
 FD1265  ___________________________________________________________________
 FD1265  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FD1265  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD1265  DYNAMIC HT  -         297.413 (meters)     975.76  (feet)  COMP
 FD1265  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FD1265
 FD1265  HORZ ORDER  -  FIRST
 FD1265  VERT ORDER  -  FIRST     CLASS II
 FD1265
 FD1265.The horizontal coordinates were established by classical geodetic methods
 FD1265.and adjusted by the National Geodetic Survey in April 1999..
 FD1265
 FD1265.The orthometric height was determined by differential leveling
 FD1265.and adjusted by the National Geodetic Survey in June 1991..
 FD1265
 FD1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1265
 FD1265.The geoid height was determined by GEOID03.
 FD1265
 FD1265.The dynamic height is computed by dividing the NAVD 88
 FD1265.geopotential number by the normal gravity value computed on the
 FD1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1265.degrees latitude (g = 980.6199 gals.).
 FD1265
 FD1265.The modeled gravity was interpolated from observed gravity values.
 FD1265
 FD1265;                    North         East     Units Scale Factor Converg.
 FD1265;SPC TN       -   134,821.011   461,107.382   MT  0.99996161   -0 53 48.2
 FD1265;SPC TN       -   442,325.27  1,512,816.47   sFT  0.99996161   -0 53 48.2
 FD1265;UTM  16      - 3,932,915.112   451,801.297   MT  0.99962863   -0 18 32.6
 FD1265
 FD1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1265!SPC TN       -   0.99995768  x   0.99996161  =   0.99991929
 FD1265!UTM  16      -   0.99995768  x   0.99962863  =   0.99958633
 FD1265
 FD1265:                Primary Azimuth Mark                     Grid Az
 FD1265:SPC TN       -  HURST AZ MK                              136 23 51.5
 FD1265:UTM  16      -  HURST AZ MK                              135 48 35.9
 FD1265
 FD1265|---------------------------------------------------------------------|
 FD1265| PID    Reference Object                     Distance      Geod. Az  |
 FD1265|                                                           dddmmss.s |
 FD1265| FD1266 HURST AZ MK                                        1353003.3 |
 FD1265| FD1264 HURST RM 1                           28.983 METERS 20349     |
 FD1265| FD1623 HOHENWALD BLACK MUNICIPAL TANK      APPROX. 1.8 KM 2865334.3 |
 FD1265| FD1624 HOHENWALD NORTH MUNICIPAL TANK      APPROX. 2.8 KM 3082042.9 |
 FD1265| CG6573 HURST RM 3                           28.707 METERS 34814     |
 FD1265| CG6572 HURST RM 2                           28.663 METERS 34829     |
 FD1265| CG6574 HURST RM 4                           25.181 METERS 34937     |
 FD1265|---------------------------------------------------------------------|
 FD1265
 FD1265                          SUPERSEDED SURVEY CONTROL
 FD1265
 FD1265  NAD 83(1995)-  35 32 19.31124(N)    087 31 54.12440(W) AD(       ) 1
 FD1265  NAD 83(1986)-  35 32 19.31781(N)    087 31 54.12486(W) AD(       ) 1
 FD1265  NAD 27      -  35 32 19.04900(N)    087 31 54.05900(W) AD(       ) 1
 FD1265  NGVD 29 (??/??/92)  297.664  (m)          976.59   (f) ADJ UNCH    1 2
 FD1265
 FD1265.Superseded values are not recommended for survey control.
 FD1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1265.See file dsdata.txt to determine how the superseded data were derived.
 FD1265
 FD1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE5180132915(NAD 83)
 FD1265_MARKER: DS = TRIANGULATION STATION DISK
 FD1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1265_STAMPING: HURST 1934
 FD1265_MARK LOGO: CGS   
 FD1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1265+STABILITY: SURFACE MOTION
 FD1265
 FD1265  HISTORY     - Date     Condition        Report By
 FD1265  HISTORY     - 1934     MONUMENTED       CGS
 FD1265  HISTORY     - 1962     GOOD             CGS
 FD1265  HISTORY     - 1964     GOOD             CGS
 FD1265  HISTORY     - 1970     GOOD             NGS
 FD1265  HISTORY     - 1970     GOOD             NGS
 FD1265
 FD1265                          STATION DESCRIPTION
 FD1265
 FD1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1265'ABOUT 1.25 MILES EAST OF HOHENWALD, 0.25 MILE WEST OF TENNESSEE POWER
 FD1265'CO TRANSMISSION
 FD1265'LINE, 0.1 MILE NORTH OF ROUTE 20, IN YARD AROUND
 FD1265'SMALL SHACK, AND ON LAND OWNED BY
 FD1265'MR T C HURST.  TO REACH FROM
 FD1265'RAILROAD CROSSING AT HOHENWALD, GO EAST 1.1 MILES ON
 FD1265'ROUTE 20 TO LANE
 FD1265'LEADING LEFT, TURN LEFT ONTO LANE, AND GO 0.1 MILE TO STATION SITE.
 FD1265'STATION IS 17 FEET
 FD1265'SOUTHWEST OF SOUTHWEST CORNER OF SHACK, 15.5 FEET
 FD1265'NORTH OF SMALL CEDAR TREE
 FD1265'(NORTHERNMOST ONE ALONG EAST SIDE OF LANE),
 FD1265'10 FEET NORTH OF SOUTHWEST CORNER OF YARD,
 FD1265'AND 1 FOOT EAST OF EAST
 FD1265'RIGHT-OF-WAY FENCE OF LANE.  SURFACE AND UNDERGROUND MARKS ARE
 FD1265'STANDARD STATION DISKS IN CONCRETE.  SURFACE MARK
 FD1265'PROJECTS 5 INCHES
 FD1265'ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1265'STANDARD REFERENCE DISKS IN
 FD1265'CONCRETE.  REFERENCE MARKS
 FD1265'PROJECT 10 INCHES ABOVE GROUND.  NO 1 IS IN
 FD1265'WEST RIGHT-OF-WAY FENCE
 FD1265'OF LANE, 80 FEET SOUTH-SOUTHWEST OF CEDAR TREE, AND 95.05 FEET
 FD1265'FROM STATION.
 FD1265'NO 2 IS IN WEST RIGHT-OF-WAY FENCE
 FD1265'OF LANE, 50 FEET NORTHWEST OF
 FD1265'NORTHWEST CORNER OF SHACK, AND 94.04
 FD1265'FEET FROM STATION N 11 DEG 31 MIN W.
 FD1265'REFERENCE MARK NO 1 IS
 FD1265'180 FEET SOUTH OF REFERENCE MARK NO 2.  AZIMUTH MARK, PROJECTING
 FD1265'6 INCHES ABOVE
 FD1265'GROUND, IS IN NORTH RIGHT-OF-WAY FENCE OF ROUTE 20, IN
 FD1265'LINE WITH SOUTHWEST LEG OF
 FD1265'TRANSMISSION TOWER NEAREST ROAD, 110 FEET
 FD1265'WEST OF POWER LINE, 110 FEET NORTHEAST OF AND
 FD1265'DIAGONALLY OPPOSITE
 FD1265'WHITE HOUSE, AND ABOUT 0.2 MILE FROM STATION S 44 DEG 30 MIN E.
 FD1265
 FD1265                          STATION RECOVERY (1962)
 FD1265
 FD1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1265'THE STATION, REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE RECOVERED
 FD1265'AND FOUND IN GOOD
 FD1265'CONDITION.  A DISCREPANCY OF 0.05 FOOT WAS FOUND IN THE
 FD1265'HORIZONTAL MEASUREMENT TO
 FD1265'REFERENCE MARK NO 1 AND THE DIRECTION
 FD1265'BETWEEN THE HOHENWALD, MUNICIPAL WATER TANK
 FD1265'(BLACK) 1934 AND
 FD1265'REFERENCE MARK NO 1 DID NOT AGREE WITH THE 1934 OBSERVATIONS,
 FD1265'ALTHOUGH
 FD1265'REFERENCE MARK NO 1 SHOWS NO SIGN OF HAVING BEEN DISTURBED.
 FD1265'REFERENCE MARK NO 2 WAS
 FD1265'FOUND BADLY TILTED AND THE MARK WAS DUG OUT,
 FD1265'LOWERED, AND REINFORCED IN NEARLY THE
 FD1265'ORIGINAL POSITION, THE DISK WAS
 FD1265'ALTERED AND STAMPED NO 3.  THE AZIMUTH MARK WAS NOT
 FD1265'VISIBLE BECAUSE
 FD1265'OF A FIELD OF CORN BETWEEN IT AND THE STATION.  DUE TO CHANGES IN THE
 FD1265'HIGHWAY AND
 FD1265'PROPERTY OWNERSHIP, THE ORIGINAL DESCRIPTION IS NO LONGER
 FD1265'ADEQUATE.  FOLLOWING IS A NEW
 FD1265'AND COMPLETE DESCRIPTION.
 FD1265'
 FD1265'THE STATION IS ON THE PROPERTY OF MRS EDNA BARHAM, ABOUT 1.25 MILES
 FD1265'EAST OF HOHENWALD AND
 FD1265'0.15 MILE NORTH OF THE INTERSECTION OF STATE ROUTE 20
 FD1265'AND SWISS COLONY ROAD.
 FD1265'
 FD1265'TO REACH FROM THE POST OFFICE IN HOHENWALD, GO EAST ON WEST LINDEN
 FD1265'STREET TO PARK AVENUE
 FD1265'NORTH, HERE TURN RIGHT, SOUTH, FOR 1 BLOCK TO THE TRAFFIC
 FD1265'LIGHT AT THE JUNCTION OF STATE
 FD1265'ROUTES 99, 48 AND 20.  HERE CONTINUE
 FD1265'SOUTH ON STATE ROUTES 48 AND 20 (THIS IS PARK
 FD1265'AVENUE SOUTH), FOR 0.4
 FD1265'MILE TO WHERE STATE ROUTE 20 TURNS LEFT AND STATE ROUTE 48
 FD1265'CONTINUES
 FD1265'STRAIGHT AHEAD, TURN LEFT, EAST, ON STATE ROUTE 20 FOR 1.4 MILES TO
 FD1265'SWISS COLONY ROAD
 FD1265'ON THE RIGHT AND A GRAVELED LANE ON THE LEFT,
 FD1265'(LARGE WHITE HOUSE IN THE NORTHEAST
 FD1265'ANGLE), TURN LEFT, NORTH, ON THE
 FD1265'GRAVELED LANE AND GO 0.15 MILE TO AN OLD FRAME HOUSE
 FD1265'ON THE RIGHT AND
 FD1265'THE STATION AS DESCRIBED.
 FD1265'
 FD1265'THE STATION IS 23 FEET EAST OF A WOVEN WIRE FENCE, 22 FEET SOUTHWEST
 FD1265'OF THE SOUTHWEST CORNER
 FD1265'OF AN OLD FRAME HOUSE, 15 FEET NORTH OF A 10-INCH
 FD1265'CEDAR TREE, 12 FEET SOUTH OF AN
 FD1265'8-INCH CATALPA TREE, 12 FEET EAST OF
 FD1265'THE APPROXIMATE CENTER OF THE LANE, AND 0.8 FOOT
 FD1265'WEST OF A METAL
 FD1265'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1265'10-INCH, ROUND,
 FD1265'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK
 FD1265'IS STAMPED HURST 1934.
 FD1265'
 FD1265'REFERENCE MARK NO 1 IS ACROSS THE LANE FROM THE STATION ON THE
 FD1265'PROPERTY OF MR JAMES
 FD1265'BROWN.  IT IS 81 FEET SOUTHWEST OF AN 8-INCH CEDAR TREE, 16
 FD1265'FEET WEST OF THE
 FD1265'APPROXIMATE CENTER OF THE LANE AND 5 FEET WEST OF A
 FD1265'WOVEN WIRE FENCE.  IT IS A STANDARD
 FD1265'DISK SET IN THE TOP OF A 10-INCH,
 FD1265'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND
 FD1265'THE DISK IS
 FD1265'STAMPED HURST NO 1 1934.
 FD1265'
 FD1265'REFERENCE MARK NO 3 IS ACROSS THE LANE FROM THE STATION ON THE
 FD1265'PROPERTY OF MR JAMES
 FD1265'BROWN.  IT IS 65 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FD1265'OLD FRAME HOUSE, 24 FEET
 FD1265'WEST OF THE APPROXIMATE CENTER OF THE LANE
 FD1265'AND 10.5 FEET NORTHWEST OF THE WEST GATE
 FD1265'POST OF A GATE IN AN OFFSET
 FD1265'NORTH-SOUTH FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD1265'A 10-INCH,
 FD1265'ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND THE
 FD1265'DISK IS STAMPED HURST NO 3
 FD1265'1934.
 FD1265'
 FD1265'THE AZIMUTH MARK IS ACROSS THE HIGHWAY TO THE NORTHWEST OF A LARGE,
 FD1265'STEEL TRANSMISSION
 FD1265'LINE TOWER, 25 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD1265'STATE ROUTE 20, 25 FEET WEST OF
 FD1265'A SMALL, TWIN TRUNKED CEDAR TREE, 2.5
 FD1265'FEET SOUTH OF A WOVEN WIRE FENCE ALONG THE SOUTH
 FD1265'EDGE OF A CULTIVATED
 FD1265'FIELD, AND 2.0 FEET SOUTH OF A METAL WITNESS POST AND TVA SIGN.  IT
 FD1265'IS A STANDARD
 FD1265'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FD1265'CONCRETE MONUMENT THAT PROJECTS 3
 FD1265'INCHES AND THE DISK IS STAMPED HURST
 FD1265'AZIMUTH 1934.
 FD1265'
 FD1265'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 FD1265'LANE FOR 0.15 MILE TO
 FD1265'STATE ROUTE 20, TURN LEFT, EAST, ON STATE ROUTE 20 AND
 FD1265'GO 0.15 MILE TO THE MARK ON THE
 FD1265'LEFT JUST AFTER PASSING A WHITE HOUSE
 FD1265'ON THE RIGHT.
 FD1265
 FD1265                          STATION RECOVERY (1964)
 FD1265
 FD1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FD1265'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.  BRONZE DISK
 FD1265'HAS BEEN MARRED BUT STILL USABLE.
 FD1265
 FD1265                          STATION RECOVERY (1970)
 FD1265
 FD1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1265'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 FD1265'RECOVERED AS DESCRIBED IN 1962 IN GOOD CONDITION.  A DIFFERENCE OF
 FD1265'0.09 FOOT WAS NOTED AND CHECKED IN THE MEASUREMENT TO REFERENCE
 FD1265'MARK 1.  THE DIRECTION TO REFERENCE MARK 1, THE AZIMUTH MARK AND
 FD1265'THE HOHENWALD MUNICIPAL TANK COMPARE FAVORABLY TO THAT OF THE
 FD1265'1962 OBSERVATIONS.  REFERENCE MARK 3 WAS DESTROYED, A NEW
 FD1265'REFERENCE MARK 4 WAS SET AT THIS TIME.  DUE TO CHANGES IN THE
 FD1265'AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 FD1265'
 FD1265'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE JUNCTION OF STATE
 FD1265'HIGHWAY 20 AND THE NATCHEZ TRACE PARKWAY, 1-1/4 MILES EAST OF
 FD1265'HOHENWALD AND ON THE PROPERTY OF MRS. EDNA BARHAM, RURAL DELIVERY,
 FD1265'HOHENWALD, TENNESSEE.
 FD1265'
 FD1265'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99, 48 AND
 FD1265'20 IN HOHENWALD GO SOUTH ON HIGHWAYS 20 AND 48 FOR 0.4 MILE TO THEIR
 FD1265'JUNCTION.  TURN LEFT AND GO EAST ON HIGHWAY 20 FOR 1.35 MILES TO
 FD1265'A SIDE ROAD ON THE RIGHT AND A GRAVELED DRIVEWAY ON THE LEFT.
 FD1265'(CONTINUE EAST ON HIGHWAY 20 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 FD1265'LEFT.) TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR 0.1 MILE TO THE
 FD1265'STATION ON THE RIGHT.
 FD1265'
 FD1265'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK
 FD1265'STAMPED HURST 1934, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 FD1265'WHICH PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET
 FD1265'EAST OF A NORTH-SOUTH FENCE, 15.5 FEET NORTH OF A 12-INCH CEDAR
 FD1265'TREE, 12 FEET EAST OF THE CENTER OF THE DRIVEWAY, 12 FEET SOUTH OF A
 FD1265'14-INCH OAK TREE AND 1 FOOT WEST OF A METAL WITNESS POST WITH
 FD1265'SIGN ATTACHED.
 FD1265'
 FD1265'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HURST NO 1 1934, SET IN
 FD1265'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 12 INCHES.
 FD1265'IT IS 80 FEET SOUTHWEST OF A 12-INCH CEDAR TREE, 16 FEET WEST OF
 FD1265'THE CENTER OF THE DRIVEWAY AND 5 FEET WEST OF THE NORTH-SOUTH
 FD1265'FENCE.
 FD1265'
 FD1265'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HURST NO 4 1934 1970, SET
 FD1265'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 FD1265'IT IS 18 FEET WEST OF THE CENTER OF THE DRIVEWAY AND 2 FEET SOUTH
 FD1265'OF A CORNER GATE POST.
 FD1265'
 FD1265'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HURST
 FD1265'AZIMUTH 1934, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 FD1265'WHICH PROJECTS 5 INCHES.  IT IS 24.5 FEET NORTH OF THE CENTER OF
 FD1265'HIGHWAY 20, 5.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND 2
 FD1265'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1265'
 FD1265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES EAST OF
 FD1265'HOHENWALD.
 FD1265'
 FD1265'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 FD1265
 FD1265                          STATION RECOVERY (1970)
 FD1265
 FD1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FD1265'1.8 MI E FROM HOHENWALD.
 FD1265'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1265'NATIONAL BANK AT HOHENWALD, THENCE 0.1 MILE NORTH ALONG THE
 FD1265'DRIVEWAY TO THE MARK ON THE EAST SIDE OF THE DRIVEWAY, 23 FEET
 FD1265'EAST OF A NORTH-SOUTH FENCE, 15.5 FEET NORTH OF A 12 INCH CEDAR
 FD1265'TREE, 12 FEET EAST OF THE CENTER OF THE DRIVEWAY, 12 FEET SOUTH
 FD1265'OF A 14 INCH OAK TREE, 1 FOOT WEST OF A METAL WITNESS POST WITH
 FD1265'SIGN ATTACHED, SET IN TOP OF A ROUND CONCRETE POST THAT PROJECTS
 FD1265'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1266 ***********************************************************************
 FD1266  DESIGNATION -  HURST AZ MK
 FD1266  PID         -  FD1266
 FD1266  STATE/COUNTY-  TN/LEWIS
 FD1266  USGS QUAD   -  HOHENWALD (1991)
 FD1266
 FD1266                         *CURRENT SURVEY CONTROL
 FD1266  ___________________________________________________________________
 FD1266* NAD 83(1986)-  35 32 12.     (N)    087 31 45.     (W)     SCALED    
 FD1266* NAVD 88     -       293.175  (meters)     961.86   (feet)  ADJUSTED  
 FD1266  ___________________________________________________________________
 FD1266  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD1266  DYNAMIC HT  -         292.905 (meters)     960.97  (feet)  COMP
 FD1266  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FD1266
 FD1266  VERT ORDER  -  FIRST     CLASS II
 FD1266
 FD1266.The horizontal coordinates were scaled from a topographic map and have
 FD1266.an estimated accuracy of +/- 6 seconds.
 FD1266
 FD1266.The orthometric height was determined by differential leveling
 FD1266.and adjusted by the National Geodetic Survey in June 1991..
 FD1266
 FD1266.The geoid height was determined by GEOID03.
 FD1266
 FD1266.The dynamic height is computed by dividing the NAVD 88
 FD1266.geopotential number by the normal gravity value computed on the
 FD1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1266.degrees latitude (g = 980.6199 gals.).
 FD1266
 FD1266.The modeled gravity was interpolated from observed gravity values.
 FD1266
 FD1266;                    North         East    Units  Estimated Accuracy
 FD1266;SPC TN       -   134,590.      461,330.      MT  (+/- 180 meters Scaled)
 FD1266
 FD1266                          SUPERSEDED SURVEY CONTROL
 FD1266
 FD1266  NGVD 29 (??/??/92)  293.152  (m)          961.78   (f) ADJ UNCH    1 2
 FD1266
 FD1266.Superseded values are not recommended for survey control.
 FD1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1266.See file dsdata.txt to determine how the superseded data were derived.
 FD1266
 FD1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE520326(NAD 83)
 FD1266_MARKER: DB = BENCH MARK DISK
 FD1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1266_STAMPING: HURST 1934 AZIMUTH
 FD1266_MARK LOGO: CGS   
 FD1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1266+STABILITY: SURFACE MOTION
 FD1266
 FD1266  HISTORY     - Date     Condition        Report By
 FD1266  HISTORY     - 1934     MONUMENTED       CGS
 FD1266  HISTORY     - 1970     GOOD             NGS
 FD1266
 FD1266                          STATION DESCRIPTION
 FD1266
 FD1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FD1266'1.9 MI E FROM HOHENWALD.
 FD1266'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST NATIONAL
 FD1266'BANK AT HOHENWALD, 24.5 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FD1266'5.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 2 FEET SOUTH OF
 FD1266'A METAL WITNESS POST WITH SIGN ATTACHED, SET IN THE TOP OF A
 FD1266'ROUND CONCRETE POST THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1264 ***********************************************************************
 FD1264  DESIGNATION -  HURST RM 1
 FD1264  PID         -  FD1264
 FD1264  STATE/COUNTY-  TN/LEWIS
 FD1264  USGS QUAD   -  HOHENWALD (1991)
 FD1264
 FD1264                         *CURRENT SURVEY CONTROL
 FD1264  ___________________________________________________________________
 FD1264* NAD 83(1986)-  35 32 19.     (N)    087 31 54.     (W)     SCALED    
 FD1264* NAVD 88     -       297.579  (meters)     976.31   (feet)  ADJUSTED  
 FD1264  ___________________________________________________________________
 FD1264  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FD1264  DYNAMIC HT  -         297.305 (meters)     975.41  (feet)  COMP
 FD1264  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FD1264
 FD1264  VERT ORDER  -  FIRST     CLASS II
 FD1264
 FD1264.The horizontal coordinates were scaled from a topographic map and have
 FD1264.an estimated accuracy of +/- 6 seconds.
 FD1264
 FD1264.The orthometric height was determined by differential leveling
 FD1264.and adjusted by the National Geodetic Survey in June 1991..
 FD1264
 FD1264.The geoid height was determined by GEOID03.
 FD1264
 FD1264.The dynamic height is computed by dividing the NAVD 88
 FD1264.geopotential number by the normal gravity value computed on the
 FD1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1264.degrees latitude (g = 980.6199 gals.).
 FD1264
 FD1264.The modeled gravity was interpolated from observed gravity values.
 FD1264
 FD1264;                    North         East    Units  Estimated Accuracy
 FD1264;SPC TN       -   134,810.      461,110.      MT  (+/- 180 meters Scaled)
 FD1264
 FD1264                          SUPERSEDED SURVEY CONTROL
 FD1264
 FD1264  NGVD 29 (??/??/92)  297.556  (m)          976.23   (f) ADJ UNCH    1 2
 FD1264
 FD1264.Superseded values are not recommended for survey control.
 FD1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1264.See file dsdata.txt to determine how the superseded data were derived.
 FD1264
 FD1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE518329(NAD 83)
 FD1264_MARKER: DR = REFERENCE MARK DISK
 FD1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1264_STAMPING: HURST NO 1 1934
 FD1264_MARK LOGO: CGS   
 FD1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1264+STABILITY: SURFACE MOTION
 FD1264
 FD1264  HISTORY     - Date     Condition        Report By
 FD1264  HISTORY     - 1934     MONUMENTED       CGS
 FD1264  HISTORY     - 1970     GOOD             NGS
 FD1264
 FD1264                          STATION DESCRIPTION
 FD1264
 FD1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FD1264'1.8 MI E FROM HOHENWALD.
 FD1264'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1264'NATIONAL BANK AT HOHENWALD, THENCE 0.1 MILE NORTH ALONG THE
 FD1264'DRIVEWAY, 80 FEET SOUTHWEST OF A 12-INCH CEDAR TREE, 16 FEET
 FD1264'WEST OF THE CENTER OF THE DRIVEWAY, 5 FEET WEST OF A NORTH-SOUTH
 FD1264'FENCE, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 FD1264'12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1450 ***********************************************************************
 FD1450  DESIGNATION -  HUSKEY
 FD1450  PID         -  FD1450
 FD1450  STATE/COUNTY-  TN/MOORE
 FD1450  USGS QUAD   -  LYNCHBURG EAST (1978)
 FD1450
 FD1450                         *CURRENT SURVEY CONTROL
 FD1450  ___________________________________________________________________
 FD1450* NAD 83(1995)-  35 16 29.66967(N)    086 21 23.44672(W)     ADJUSTED  
 FD1450* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 FD1450  ___________________________________________________________________
 FD1450  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 FD1450  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FD1450
 FD1450  HORZ ORDER  -  SECOND
 FD1450
 FD1450.The horizontal coordinates were established by classical geodetic methods
 FD1450.and adjusted by the National Geodetic Survey in April 1999..
 FD1450
 FD1450.The orthometric height was scaled from a topographic map.
 FD1450
 FD1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1450
 FD1450.The geoid height was determined by GEOID03.
 FD1450
 FD1450;                    North         East     Units Scale Factor Converg.
 FD1450;SPC TN       -   104,527.072   567,564.018   MT  0.99999570   -0 12 31.4
 FD1450;SPC TN       -   342,935.90  1,862,082.95   sFT  0.99999570   -0 12 31.4
 FD1450;UTM  16      - 3,903,719.826   558,522.605   MT  0.99964221   +0 22 17.8
 FD1450
 FD1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1450!SPC TN       -   0.99994935  x   0.99999570  =   0.99994505
 FD1450!UTM  16      -   0.99994935  x   0.99964221  =   0.99959158
 FD1450
 FD1450|---------------------------------------------------------------------|
 FD1450| PID    Reference Object                     Distance      Geod. Az  |
 FD1450|                                                           dddmmss.s |
 FD1450| CG6576 HUSKEY RM 1                          30.267 METERS 04208     |
 FD1450| FD1436 TULLAHOMA CAMPBELL AND DANN TK      APPROX.16.6 KM 0490430.5 |
 FD1450| FD1437 TULLAHOMA MUNICIPAL TANK            APPROX.16.5 KM 0541419.1 |
 FD1450| FD1441 WINCHESTER MUNICIPAL TANK           APPROX.24.2 KM 1140218.6 |
 FD1450| CG6575 HUSKEY AZ MK                                       2925303.0 |
 FD1450| CG6577 HUSKEY RM 2                          40.020 METERS 32900     |
 FD1450|---------------------------------------------------------------------|
 FD1450
 FD1450                          SUPERSEDED SURVEY CONTROL
 FD1450
 FD1450  NAD 83(1995)-  35 16 29.67305(N)    086 21 23.44679(W) AD(       ) 2
 FD1450  NAD 83(1995)-  35 16 29.67957(N)    086 21 23.44574(W) AD(       ) 2
 FD1450  NAD 83(1986)-  35 16 29.68241(N)    086 21 23.44515(W) AD(       ) 2
 FD1450  NAD 27      -  35 16 29.39300(N)    086 21 23.47300(W) AD(       ) 2
 FD1450
 FD1450.Superseded values are not recommended for survey control.
 FD1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1450.See file dsdata.txt to determine how the superseded data were derived.
 FD1450
 FD1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5852303720(NAD 83)
 FD1450_MARKER: DS = TRIANGULATION STATION DISK
 FD1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1450
 FD1450  HISTORY     - Date     Condition        Report By
 FD1450  HISTORY     - 1934     MONUMENTED       CGS
 FD1450
 FD1450                          STATION DESCRIPTION
 FD1450
 FD1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1450'ABOUT 1.1 MILES EAST-SOUTHEAST OF LYNCHBURG, IN CLEARED FIELD ON LAND
 FD1450'OWNED BY C T
 FD1450'HUSKEY.  TO REACH FROM LYNCHBURG COURTHOUSE, FOLLOW DIRT
 FD1450'ROAD LEADING SOUTH ACROSS CREEK
 FD1450'BRIDGE 1.2 MILES TO ABANDONED HOUSE
 FD1450'ON LEFT.  STATION IS 104 FEET NORTH-NORHTWEST OF
 FD1450'ABANDONED HOUSE, 51
 FD1450'FEET SOUTHWEST OF OLD BARN, 20 FEET WEST OF LANE, AND ABOUT 200
 FD1450'FEET NORTH OF
 FD1450'MAIN ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1450'STATION DISKS IN CONCRETE.
 FD1450'REFERENCE AND AZIMUTH
 FD1450'MARKS ARE STANDARD REFERENCE DISKS IN
 FD1450'CONCRETE.  NO 1 IS AT
 FD1450'NORTH EDGE OF LANE, 30 FEET NORTH OF OLD BARN, AND 99.3
 FD1450'FEET FROM
 FD1450'STATION N 42 DEG 07 MIN E. NO 2 IS IN CLEARED FIELD, 2 FEET
 FD1450'SOUTH OF RAIL
 FD1450'FENCE, AND 131.3 FEET FROM STATION N 31 DEG 01 MIN W.
 FD1450'DISTANCE BETWEEN NO 1
 FD1450'AND NO 2 IS 138.0 FEET.  AZIMUTH MARK
 FD1450'IS IN SOUTHEAST CORNER OF COY WHITE S YARD, 20
 FD1450'FEET NORTH OF MAIN
 FD1450'ROAD, 30 FEET WEST OF ROAD LEADING TO HOUSE, AND 0.3 MILE BY ROAD
 FD1450'FROM STATION
 FD1450'N 67 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3563 ***********************************************************************
 GA3563  DESIGNATION -  HUSTON
 GA3563  PID         -  GA3563
 GA3563  STATE/COUNTY-  TN/UNION
 GA3563  USGS QUAD   -  MAYNARDVILLE (1987)
 GA3563
 GA3563                         *CURRENT SURVEY CONTROL
 GA3563  ___________________________________________________________________
 GA3563* NAD 83(1995)-  36 19 14.79429(N)    083 45 06.46100(W)     ADJUSTED  
 GA3563* NAVD 88     -       453.6    (meters)    1488.     (feet)  VERTCON   
 GA3563  ___________________________________________________________________
 GA3563  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 GA3563  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA3563
 GA3563  HORZ ORDER  -  SECOND
 GA3563
 GA3563.The horizontal coordinates were established by classical geodetic methods
 GA3563.and adjusted by the National Geodetic Survey in April 1999..
 GA3563
 GA3563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3563
 GA3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3563
 GA3563.The geoid height was determined by GEOID03.
 GA3563
 GA3563;                    North         East     Units Scale Factor Converg.
 GA3563;SPC TN       -   222,826.855   801,861.481   MT  0.99998440   +1 18 58.3
 GA3563;SPC TN       -   731,057.77  2,630,773.88   sFT  0.99998440   +1 18 58.3
 GA3563;UTM  17      - 4,023,043.438   252,966.988   MT  1.00035196   -1 37 50.6
 GA3563
 GA3563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3563!SPC TN       -   0.99993363  x   0.99998440  =   0.99991803
 GA3563!UTM  17      -   0.99993363  x   1.00035196  =   1.00028556
 GA3563
 GA3563|---------------------------------------------------------------------|
 GA3563| PID    Reference Object                     Distance      Geod. Az  |
 GA3563|                                                           dddmmss.s |
 GA3563| DC2234 HUSTON RM 2                           7.808 METERS 01011     |
 GA3563| GA2521 SIDE                                APPROX. 2.5 KM 0191150.5 |
 GA3563| DC2233 HUSTON RM 1                           9.117 METERS 13232     |
 GA3563|---------------------------------------------------------------------|
 GA3563
 GA3563                          SUPERSEDED SURVEY CONTROL
 GA3563
 GA3563  NAD 83(1995)-  36 19 14.79819(N)    083 45 06.46270(W) AD(       ) 2
 GA3563  NAD 83(1995)-  36 19 14.79865(N)    083 45 06.45945(W) AD(       ) 2
 GA3563  NAD 83(1995)-  36 19 14.80250(N)    083 45 06.46250(W) AD(       ) 2
 GA3563  NAD 83(1986)-  36 19 14.80570(N)    083 45 06.46132(W) AD(       ) 2
 GA3563  NAD 27      -  36 19 14.51102(N)    083 45 06.78286(W) AD(       ) 2
 GA3563  NGVD 29 (07/19/86)  453.7    (m)         1489.     (f) VERT ANG       
 GA3563
 GA3563.Superseded values are not recommended for survey control.
 GA3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3563.See file dsdata.txt to determine how the superseded data were derived.
 GA3563
 GA3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5296723043(NAD 83)
 GA3563_MARKER: DD = SURVEY DISK
 GA3563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3563
 GA3563  HISTORY     - Date     Condition        Report By
 GA3563  HISTORY     - 1963     MONUMENTED       TNHD
 GA3563  HISTORY     - 1980     GOOD             NGS
 GA3563
 GA3563                          STATION DESCRIPTION
 GA3563
 GA3563'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3563'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF NEW TAZEWELL, 7
 GA3563'MILES NORTHEAST OF
 GA3563'MAYNARDVILLE AND ON THE PROPERTY OF MR.  HOUSTON.
 GA3563'
 GA3563'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA3563'NORTHEAST ON STATE
 GA3563'ROUTE 33 FOR 6.5 MILES TO A SIDE ROAD ON THE LEFT*, TURN LEFT
 GA3563'AND GO 0.1 MILE TO A
 GA3563'FIELD, TURN LEFT AND FOLLOW A TRACK ROAD AROUND
 GA3563'THE FIELD FOR 0.05 MILE TO A GATE, TURN
 GA3563'LEFT THROUGH THE GATE AND GO
 GA3563'0.05 MILE TO THE STATION.
 GA3563'
 GA3563'THE STATION IS 53 FEET WEST OF A WITNESS POST AND SIGN AND ABOUT 200
 GA3563'FEET SOUTHEAST OF THE
 GA3563'TOP OF THE HILL.  THE SURFACE AND UNDERGROUND MARKS
 GA3563'ARE STANDARD TENNESSEE HIGHWAY
 GA3563'DEPARTMENT DISKS AND ARE STAMPED
 GA3563'HUSTON 1963.  THE UNDERGROUND MARK IS ABOUT 30
 GA3563'INCHES BELOW THE
 GA3563'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH, SQUARE, FLUSH,
 GA3563'CONCRETE
 GA3563'MONUMENT.
 GA3563'
 GA3563'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN THE STATION.  IT IS A
 GA3563'STANDARD TENNESSEE HIGHWAY
 GA3563'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA3563'CONCRETE MONUMENT AND THE DISK IS
 GA3563'STAMPED HUSTON RM-1 1963.
 GA3563'
 GA3563'REFERENCE MARK NO. 2 IS 46 FEET SOUTH OF A HICKORY TREE AND 32 FEET
 GA3563'WEST OF A HICKORY TREE.
 GA3563'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3563'IN A 10-INCH, SQUARE, FLUSH,
 GA3563'CONCRETE MONUMENT AND THE DISK IS
 GA3563'STAMPED HUSTON RM-2 1963.
 GA3563'
 GA3563'THE AZIMUTH MARK IS 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GA3563'BRIDGE, 2.9 FEET EAST OF A
 GA3563'WITNESS POST AND SIGN AND 2.5 FEET SOUTH OF TELEPHONE
 GA3563'POLE NO.  1-2118.  IT IS A
 GA3563'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3563'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA3563'MONUMENT AND THE DISK IS
 GA3563'STAMPED HUSTON AZI 1963.
 GA3563'
 GA3563'TO REACH THE AZIMUTH MARK*, CONTINUE STRAIGHT AHEAD FOR 1.6 MILES TO
 GA3563'THE NORTH END OF A BRIDGE
 GA3563'AND THE MARK ON THE RIGHT.
 GA3563'
 GA3563'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3563'
 GA3563'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA3563
 GA3563                          STATION RECOVERY (1980)
 GA3563
 GA3563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3563'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 2 AND
 GA3563'THE AZIMUTH MARK WERE FOUND UPROOTED.  REFERENCE MARK 1 WAS NOT
 GA3563'FOUND AND IS ASSUMED DESTROYED.  REFERENCE MARKS 3 AND 4 WERE
 GA3563'SET.  WHEN THE TREES ARE BARE AN ATTEMPT WILL BE MADE TO MAKE AN
 GA3563'AZIMUTH TIE.  A NEW DESCRIPTION FOLLOWS.
 GA3563'
 GA3563'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF MAYNARDVILLE, ON
 GA3563'THE PROPERTY OF MR. JOHN HUSTON, ABOUT 200 FEET SOUTHEAST OF
 GA3563'HIGHEST POINT OF HILL, 49 FEET SOUTHWEST OF AN 18 INCH SHAG BARK
 GA3563'HICKORY TREE, 43 FEET NORTHWEST OF A 14 INCH SLICK BARK HICKORY
 GA3563'TREE, 5.3 FEET WEST OF A METAL WITNESS POST, 9 FEET EAST OF THE
 GA3563'CENTERLINE OF TRACK ROAD AND AT THE WEST EDGE OF A WOODS THICKET.  THE
 GA3563'MONUMENT IS FLUSH AND THE DISK IS STAMPED--HUSTON 1963---.
 GA3563'
 GA3563'TO REACH THE STATION FROM THE SOUTHWEST END OF THE BRIDGE OVER
 GA3563'NORRIS LAKE, GO SOUTHWESTERLY ON STATE HIGHWAY 33 FOR 1.35 MILES
 GA3563'TO TOP OF GRADE AND WOODS ROAD RIGHT.  TURN RIGHT ON WOODS ROAD AND
 GA3563'GO NORTHERLY ON TRACK ROAD FOR 0.2 MILE TO STATION ON THE RIGHT
 GA3563'JUST PRIOR TO REACHING THE TOP OF THE HILL.
 GA3563'
 GA3563'REFERENCE MARK 3 IS A STANDARD THD REFERENCE MARK DISK SET IN TOP
 GA3563'OF A SQUARE CONCRETE POST PROJECTING 4 INCHES, 1 FOOT SOUTH OF A
 GA3563'METAL WITNESS POST, 25 FEET EAST OF THE CENTERLINE OF TRACK ROAD, 15
 GA3563'FEET EAST OF WEST EDGE OF THICKET, AND 30 FEET SOUTHWEST OF THE 18
 GA3563'INCH HICKORY TREE.  THE DISK IS STAMPED---HUSTON 1963 NO 3 1980---.
 GA3563'
 GA3563'REFERENCE MARK 4 IS 27 FEET WEST OF THE 14 INCH HICKORY TREE, 5
 GA3563'FEET SOUTHEAST OF A 6 INCH HICKORY TREE, 8 FEET EAST OF THE WEST
 GA3563'EDGE OF THE THICKET AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 GA3563'STATION MARK.  IT IS A STANDARD PRE-CAST ALUMINUM
 GA3563'MONUMENT---STAMPED---HUSTON THD 1963 NO 4 1980---PROJECTING 4
 GA3563'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2523 ***********************************************************************
 GA2523  DESIGNATION -  HUSTON AZ MK
 GA2523  PID         -  GA2523
 GA2523  STATE/COUNTY-  TN/UNION
 GA2523  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2523
 GA2523                         *CURRENT SURVEY CONTROL
 GA2523  ___________________________________________________________________
 GA2523* NAD 83(1995)-  36 20 15.57738(N)    083 44 30.30942(W)     ADJUSTED  
 GA2523* NAVD 88     -       321.336  (meters)    1054.25   (feet)  ADJUSTED  
 GA2523  ___________________________________________________________________
 GA2523  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 GA2523  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2523  DYNAMIC HT  -         321.046 (meters)    1053.30  (feet)  COMP
 GA2523  MODELED GRAV-     979,722.2   (mgal)                       NAVD 88
 GA2523
 GA2523  HORZ ORDER  -  SECOND
 GA2523  VERT ORDER  -  SECOND    CLASS 0
 GA2523
 GA2523.The horizontal coordinates were established by classical geodetic methods
 GA2523.and adjusted by the National Geodetic Survey in April 1999..
 GA2523
 GA2523.The orthometric height was determined by differential leveling
 GA2523.and adjusted by the National Geodetic Survey in June 1991..
 GA2523
 GA2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2523
 GA2523.The geoid height was determined by GEOID03.
 GA2523
 GA2523.The dynamic height is computed by dividing the NAVD 88
 GA2523.geopotential number by the normal gravity value computed on the
 GA2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2523.degrees latitude (g = 980.6199 gals.).
 GA2523
 GA2523.The modeled gravity was interpolated from observed gravity values.
 GA2523
 GA2523;                    North         East     Units Scale Factor Converg.
 GA2523;SPC TN       -   224,720.645   802,719.754   MT  0.99998694   +1 19 19.4
 GA2523;SPC TN       -   737,270.98  2,633,589.73   sFT  0.99998694   +1 19 19.4
 GA2523;UTM  17      - 4,024,891.265   253,921.842   MT  1.00034615   -1 37 31.5
 GA2523
 GA2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2523!SPC TN       -   0.99995439  x   0.99998694  =   0.99994133
 GA2523!UTM  17      -   0.99995439  x   1.00034615  =   1.00030052
 GA2523
 GA2523                          SUPERSEDED SURVEY CONTROL
 GA2523
 GA2523  NAD 83(1995)-  36 20 15.58127(N)    083 44 30.31112(W) AD(       ) 2
 GA2523  NAD 83(1995)-  36 20 15.58159(N)    083 44 30.30752(W) AD(       ) 2
 GA2523  NAD 83(1995)-  36 20 15.58581(N)    083 44 30.31093(W) AD(       ) 2
 GA2523  NAD 83(1986)-  36 20 15.58892(N)    083 44 30.30980(W) AD(       ) 2
 GA2523  NAD 27      -  36 20 15.29497(N)    083 44 30.63143(W) AD(       ) 2
 GA2523  NGVD 29 (??/??/??)  321.47   (m)         1054.7    (f) RESET       3  
 GA2523
 GA2523.Superseded values are not recommended for survey control.
 GA2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2523.See file dsdata.txt to determine how the superseded data were derived.
 GA2523
 GA2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5392224891(NAD 83)
 GA2523_MARKER: DD = SURVEY DISK
 GA2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2523_STAMPING: HUSTON AZI 1963
 GA2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2523+STABILITY: SURFACE MOTION
 GA2523
 GA2523  HISTORY     - Date     Condition        Report By
 GA2523  HISTORY     - 1963     MONUMENTED       TNHD
 GA2523  HISTORY     - 1964     GOOD             TNHD
 GA2523
 GA2523                          STATION DESCRIPTION
 GA2523
 GA2523'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2523'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA2523'NORTHEAST ON STATE
 GA2523'ROUTE 33 FOR 6.5 MILES TO A SIDE ROAD ON THE LEFT.
 GA2523'CONTINUE STRAIGHT AHEAD FOR 1.6 MILES TO
 GA2523'THE NORTH END OF A BRIDGE
 GA2523'AND THE MARK ON THE RIGHT.
 GA2523'
 GA2523'THE AZIMUTH MARK IS 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GA2523'BRIDGE, 2.9 FEET EAST OF A
 GA2523'WITNESS POST AND SIGN AND 2.5 FEET SOUTH OF TELEPHONE
 GA2523'POLE NO.  1-2118.  IT IS A
 GA2523'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2523'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA2523'MONUMENT AND THE DISK IS
 GA2523'STAMPED HUSTON AZI 1963.
 GA2523
 GA2523                          STATION RECOVERY (1964)
 GA2523
 GA2523'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2523'8 MI NE FROM MAYNARDVILLE.
 GA2523'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2523'33 FOR 8.6 MILES TO THE NORTH END OF A BRIDGE AND THE MARK ON
 GA2523'THE RIGHT.  THE AZIMUTH MARK IS 70 FEET NORTHEAST OF THE NORTHEAST
 GA2523'CORNER OF A BRIDGE, 2.9 FEET EAST OF A METAL WITNESS POST WITH
 GA2523'SIGN AND 2.5 FEET SOUTH OF TELEPHONE POLE NO. 1-2118.  THE MARK
 GA2523'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2523'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0193 ***********************************************************************
 GC0193  DESIGNATION -  HUT
 GC0193  PID         -  GC0193
 GC0193  STATE/COUNTY-  TN/SUMNER
 GC0193  USGS QUAD   -  GALLATIN (1983)
 GC0193
 GC0193                         *CURRENT SURVEY CONTROL
 GC0193  ___________________________________________________________________
 GC0193* NAD 83(1995)-  36 23 46.86651(N)    086 23 44.82012(W)     ADJUSTED  
 GC0193* NAVD 88     -       203.881  (meters)     668.90   (feet)  ADJUSTED  
 GC0193  ___________________________________________________________________
 GC0193  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GC0193  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0193  DYNAMIC HT  -         203.715 (meters)     668.36  (feet)  COMP
 GC0193  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GC0193
 GC0193  HORZ ORDER  -  SECOND
 GC0193  VERT ORDER  -  SECOND    CLASS 0
 GC0193
 GC0193.The horizontal coordinates were established by classical geodetic methods
 GC0193.and adjusted by the National Geodetic Survey in April 1999..
 GC0193
 GC0193.The orthometric height was determined by differential leveling
 GC0193.and adjusted by the National Geodetic Survey in June 1991..
 GC0193
 GC0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0193
 GC0193.The geoid height was determined by GEOID03.
 GC0193
 GC0193.The dynamic height is computed by dividing the NAVD 88
 GC0193.geopotential number by the normal gravity value computed on the
 GC0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0193.degrees latitude (g = 980.6199 gals.).
 GC0193
 GC0193.The modeled gravity was interpolated from observed gravity values.
 GC0193
 GC0193;                    North         East     Units Scale Factor Converg.
 GC0193;SPC TN       -   228,966.200   564,494.354   MT  0.99999646   -0 13 54.1
 GC0193;SPC TN       -   751,199.94  1,852,011.89   sFT  0.99999646   -0 13 54.1
 GC0193;UTM  16      - 4,028,080.646   554,183.109   MT  0.99963617   +0 21 30.7
 GC0193
 GC0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0193!SPC TN       -   0.99997261  x   0.99999646  =   0.99996907
 GC0193!UTM  16      -   0.99997261  x   0.99963617  =   0.99960879
 GC0193
 GC0193|---------------------------------------------------------------------|
 GC0193| PID    Reference Object                     Distance      Geod. Az  |
 GC0193|                                                           dddmmss.s |
 GC0193| GC0194 HUT RM 2                             15.892 METERS 01147     |
 GC0193| GC0195 HUT AZ MK                                          0760545.1 |
 GC0193| GC0192 HUT RM 1                             18.543 METERS 19217     |
 GC0193| GC2183 GALLATIN HOSPITAL WATER TANK        APPROX. 4.0 KM 2513947.9 |
 GC0193| GC2184 GALLATIN MUNICIPAL TANK             APPROX. 4.7 KM 2595834.8 |
 GC0193| GC2186 GALLATIN TN HWY DISPATCH MAST       APPROX. 0.8 KM 2715517.1 |
 GC0193| GC2185 GALLATIN TEMPCO DISPATCH MAST       APPROX. 0.7 KM 2830148.8 |
 GC0193|---------------------------------------------------------------------|
 GC0193
 GC0193                          SUPERSEDED SURVEY CONTROL
 GC0193
 GC0193  NAD 83(1995)-  36 23 46.86762(N)    086 23 44.82144(W) AD(       ) 2
 GC0193  NAD 83(1995)-  36 23 46.87387(N)    086 23 44.82402(W) AD(       ) 2
 GC0193  NAD 83(1986)-  36 23 46.87597(N)    086 23 44.82405(W) AD(       ) 2
 GC0193  NAD 27      -  36 23 46.71200(N)    086 23 44.84930(W) AD(       ) 2
 GC0193  NGVD 29 (??/??/??)  203.98   (m)          669.2    (f) RESET       3  
 GC0193
 GC0193.Superseded values are not recommended for survey control.
 GC0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0193.See file dsdata.txt to determine how the superseded data were derived.
 GC0193
 GC0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5418328081(NAD 83)
 GC0193_MARKER: DD = SURVEY DISK
 GC0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0193_STAMPING: HUT 1961
 GC0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0193+STABILITY: SURFACE MOTION
 GC0193
 GC0193  HISTORY     - Date     Condition        Report By
 GC0193  HISTORY     - 1961     MONUMENTED       TNHD
 GC0193  HISTORY     - 1961     GOOD             TNHD
 GC0193
 GC0193                          STATION DESCRIPTION
 GC0193
 GC0193'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0193'2.6 MI NE FROM GALLATIN.
 GC0193'FROM THE COURTHOUSE IN GALLATIN, GO NORTHEAST ON STATE ROUTE 6
 GC0193'FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 25, THEN TURN RIGHT,
 GC0193'AND GO EAST ON STATE ROUTE 25 FOR 1.9 MILES TO A GRAVELED ROAD
 GC0193'RIGHT, TURN RIGHT, SOUTH, AND GO 0.05 MILE TO THE STATION ON
 GC0193'THE LEFT.  THE STATION MARK IS 15 FEET EAST OF THE CENTER
 GC0193'OF THE GRAVELED ROAD, 1.6 FEET NORTH OF A WITNESS POST, AND
 GC0193'1 FOOT EAST OF A FENCE.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0193'SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
 GC0193
 GC0193                          STATION RECOVERY (1961)
 GC0193
 GC0193'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC0193'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF GALLATIN.
 GC0193'
 GC0193'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO NORTHEAST ON
 GC0193'STATE ROUTE 6 FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 25.
 GC0193'HERE TURN RIGHT AND GO EAST ON STATE ROUTE 25 FOR 1.9 MILES TO A
 GC0193'GRAVELED ROAD RIGHT, TURN RIGHT, SOUTH, AND GO 0.05 MILE TO THE
 GC0193'STATION ON THE LEFT AS DESCRIBED.
 GC0193'
 GC0193'THE STATION IS 15 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GC0193'ROAD, 1.6 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.
 GC0193'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC0193'DEPARTMENT DISKS STAMPED HUT 1961.  THE UNDERGROUND MARK IS ABOUT
 GC0193'30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 GC0193'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0193'
 GC0193'REFERENCE MARK NO. 1 IS 10 FEET EAST OF THE APPROXIMATE CENTER OF A
 GC0193'GRAVELED ROAD AND 2 FEET WEST OF A FENCE.  THE MARK IS A STANDARD
 GC0193'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0193'CONCRETE MONUMENT, AND THE DISK IS STAMPED HUT RM-1 1961.
 GC0193'
 GC0193'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF A
 GC0193'GRAVELED ROAD AND 2 FEET EAST OF A FENCE.  THE MARK IS A
 GC0193'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC0193'FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED HUT RM-2 1961.
 GC0193'
 GC0193'THE AZIMUTH MARK IS 58 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GC0193'ROUTE 25, 28 FEET WEST OF A TELEPHONE POLE, 4 FEET SOUTH OF A FENCE,
 GC0193'AND 2.6 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 GC0193'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC0193'CONCRETE MONUMENT, AND THE DISK IS STAMPED HUT AZI 1961.
 GC0193'
 GC0193'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 GC0193'ROAD FOR 0.05 MILE TO STATE ROUTE 25, TURN RIGHT, EAST, AND GO 0.2
 GC0193'MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 GC0193'
 GC0193'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0195 ***********************************************************************
 GC0195  DESIGNATION -  HUT AZ MK
 GC0195  PID         -  GC0195
 GC0195  STATE/COUNTY-  TN/SUMNER
 GC0195  USGS QUAD   -  GALLATIN (1983)
 GC0195
 GC0195                         *CURRENT SURVEY CONTROL
 GC0195  ___________________________________________________________________
 GC0195* NAD 83(1986)-  36 23 50.     (N)    086 23 33.     (W)     SCALED    
 GC0195* NAVD 88     -       187.166  (meters)     614.06   (feet)  ADJUSTED  
 GC0195  ___________________________________________________________________
 GC0195  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0195  DYNAMIC HT  -         187.013 (meters)     613.56  (feet)  COMP
 GC0195  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 GC0195
 GC0195  VERT ORDER  -  SECOND    CLASS 0
 GC0195
 GC0195.The horizontal coordinates were scaled from a topographic map and have
 GC0195.an estimated accuracy of +/- 6 seconds.
 GC0195
 GC0195.The orthometric height was determined by differential leveling
 GC0195.and adjusted by the National Geodetic Survey in June 1991..
 GC0195
 GC0195.The geoid height was determined by GEOID03.
 GC0195
 GC0195.The dynamic height is computed by dividing the NAVD 88
 GC0195.geopotential number by the normal gravity value computed on the
 GC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0195.degrees latitude (g = 980.6199 gals.).
 GC0195
 GC0195.The modeled gravity was interpolated from observed gravity values.
 GC0195
 GC0195;                    North         East    Units  Estimated Accuracy
 GC0195;SPC TN       -   229,060.      564,790.      MT  (+/- 180 meters Scaled)
 GC0195
 GC0195                          SUPERSEDED SURVEY CONTROL
 GC0195
 GC0195  NGVD 29 (??/??/??)  187.27   (m)          614.4    (f) RESET       3  
 GC0195
 GC0195.Superseded values are not recommended for survey control.
 GC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0195.See file dsdata.txt to determine how the superseded data were derived.
 GC0195
 GC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF544281(NAD 83)
 GC0195_MARKER: DD = SURVEY DISK
 GC0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0195_STAMPING: HUT AZI 1961
 GC0195_MARK LOGO: TNHD  
 GC0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0195+STABILITY: SURFACE MOTION
 GC0195
 GC0195  HISTORY     - Date     Condition        Report By
 GC0195  HISTORY     - 1961     MONUMENTED       TNHD
 GC0195
 GC0195                          STATION DESCRIPTION
 GC0195
 GC0195'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0195'3.7 MI NE FROM GALLATIN.
 GC0195'FROM THE COURTHOUSE IN GALLATIN, GO NORTHEAST ON STATE ROUTE
 GC0195'6 FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 25, THEN TURN
 GC0195'RIGHT AND GO EAST ON STATE ROUTE 25 FOR 3.1 MILES TO THE MARK
 GC0195'ON THE LEFT.  THE AZIMUTH MARK IS 58 FEET NORTH OF THE CENTER
 GC0195'OF STATE ROUTE 25, 28 FEET WEST OF A TELEPHONE POLE, 4 FEET
 GC0195'SOUTH OF A FENCE, AND 2.6 FEET SOUTH OF A WITNESS POST.  THE DISK
 GC0195'IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH
 GC0195'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0192 ***********************************************************************
 GC0192  DESIGNATION -  HUT RM 1
 GC0192  PID         -  GC0192
 GC0192  STATE/COUNTY-  TN/SUMNER
 GC0192  USGS QUAD   -  GALLATIN (1983)
 GC0192
 GC0192                         *CURRENT SURVEY CONTROL
 GC0192  ___________________________________________________________________
 GC0192* NAD 83(1986)-  36 23 46.     (N)    086 23 45.     (W)     SCALED    
 GC0192* NAVD 88     -       204.075  (meters)     669.54   (feet)  ADJUSTED  
 GC0192  ___________________________________________________________________
 GC0192  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0192  DYNAMIC HT  -         203.909 (meters)     668.99  (feet)  COMP
 GC0192  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GC0192
 GC0192  VERT ORDER  -  SECOND    CLASS 0
 GC0192
 GC0192.The horizontal coordinates were scaled from a topographic map and have
 GC0192.an estimated accuracy of +/- 6 seconds.
 GC0192
 GC0192.The orthometric height was determined by differential leveling
 GC0192.and adjusted by the National Geodetic Survey in June 1991..
 GC0192
 GC0192.The geoid height was determined by GEOID03.
 GC0192
 GC0192.The dynamic height is computed by dividing the NAVD 88
 GC0192.geopotential number by the normal gravity value computed on the
 GC0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0192.degrees latitude (g = 980.6199 gals.).
 GC0192
 GC0192.The modeled gravity was interpolated from observed gravity values.
 GC0192
 GC0192;                    North         East    Units  Estimated Accuracy
 GC0192;SPC TN       -   228,940.      564,490.      MT  (+/- 180 meters Scaled)
 GC0192
 GC0192                          SUPERSEDED SURVEY CONTROL
 GC0192
 GC0192  NGVD 29 (??/??/92)  204.145  (m)          669.77   (f) ADJ UNCH    2 0
 GC0192
 GC0192.Superseded values are not recommended for survey control.
 GC0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0192.See file dsdata.txt to determine how the superseded data were derived.
 GC0192
 GC0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF541280(NAD 83)
 GC0192_MARKER: DD = SURVEY DISK
 GC0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0192_STAMPING: HUT RM-1 1961
 GC0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0192+STABILITY: SURFACE MOTION
 GC0192
 GC0192  HISTORY     - Date     Condition        Report By
 GC0192  HISTORY     - 1961     MONUMENTED       TNHD
 GC0192
 GC0192                          STATION DESCRIPTION
 GC0192
 GC0192'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0192'2.6 MI NE FROM GALLATIN.
 GC0192'THIS MARK IS LOCATED AT THE HUT 1961 STATION SITE, 60.1 FEET
 GC0192'SOUTH OF THE STATION MARK, 10 FEET EAST OF THE CENTER OF
 GC0192'THE GRAVELED ROAD AND 2 FEET WEST OF A FENCE.  THE DISK IS SET
 GC0192'IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0192'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0194 ***********************************************************************
 GC0194  DESIGNATION -  HUT RM 2
 GC0194  PID         -  GC0194
 GC0194  STATE/COUNTY-  TN/SUMNER
 GC0194  USGS QUAD   -  GALLATIN (1983)
 GC0194
 GC0194                         *CURRENT SURVEY CONTROL
 GC0194  ___________________________________________________________________
 GC0194* NAD 83(1986)-  36 23 46.     (N)    086 23 45.     (W)     SCALED    
 GC0194* NAVD 88     -       202.620  (meters)     664.76   (feet)  ADJUSTED  
 GC0194  ___________________________________________________________________
 GC0194  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0194  DYNAMIC HT  -         202.455 (meters)     664.22  (feet)  COMP
 GC0194  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 GC0194
 GC0194  VERT ORDER  -  SECOND    CLASS 0
 GC0194
 GC0194.The horizontal coordinates were scaled from a topographic map and have
 GC0194.an estimated accuracy of +/- 6 seconds.
 GC0194
 GC0194.The orthometric height was determined by differential leveling
 GC0194.and adjusted by the National Geodetic Survey in June 1991..
 GC0194
 GC0194.The geoid height was determined by GEOID03.
 GC0194
 GC0194.The dynamic height is computed by dividing the NAVD 88
 GC0194.geopotential number by the normal gravity value computed on the
 GC0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0194.degrees latitude (g = 980.6199 gals.).
 GC0194
 GC0194.The modeled gravity was interpolated from observed gravity values.
 GC0194
 GC0194;                    North         East    Units  Estimated Accuracy
 GC0194;SPC TN       -   228,940.      564,490.      MT  (+/- 180 meters Scaled)
 GC0194
 GC0194                          SUPERSEDED SURVEY CONTROL
 GC0194
 GC0194  NGVD 29 (??/??/92)  202.689  (m)          664.99   (f) ADJ UNCH    2 0
 GC0194
 GC0194.Superseded values are not recommended for survey control.
 GC0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0194.See file dsdata.txt to determine how the superseded data were derived.
 GC0194
 GC0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF541280(NAD 83)
 GC0194_MARKER: DD = SURVEY DISK
 GC0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0194_STAMPING: HUT RM-2 1961
 GC0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0194+STABILITY: SURFACE MOTION
 GC0194
 GC0194  HISTORY     - Date     Condition        Report By
 GC0194  HISTORY     - 1961     MONUMENTED       TNHD
 GC0194
 GC0194                          STATION DESCRIPTION
 GC0194
 GC0194'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0194'2.6 MI NE FROM GALLATIN.
 GC0194'THIS MARK IS LOCATED AT THE HUT 1961 STATION SITE, 52.1 FEET
 GC0194'NORTH OF THE STATION MARK, 16 FEET EAST OF THE CENTER OF THE
 GC0194'GRAVELED ROAD AND 2 FEET EAST OF A FENCE.  THE DISK IS SET IN
 GC0194'TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2317 ***********************************************************************
 GC2317  DESIGNATION -  HUTTON
 GC2317  PID         -  GC2317
 GC2317  STATE/COUNTY-  TN/DAVIDSON
 GC2317  USGS QUAD   -  BELLEVUE (1983)
 GC2317
 GC2317                         *CURRENT SURVEY CONTROL
 GC2317  ___________________________________________________________________
 GC2317* NAD 83(1995)-  36 03 09.67546(N)    086 58 58.47416(W)     ADJUSTED  
 GC2317* NAVD 88     -       281.9    (meters)     925.     (feet)  VERTCON   
 GC2317  ___________________________________________________________________
 GC2317  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GC2317  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC2317
 GC2317  HORZ ORDER  -  THIRD
 GC2317
 GC2317.The horizontal coordinates were established by classical geodetic methods
 GC2317.and adjusted by the National Geodetic Survey in April 1999..
 GC2317
 GC2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2317
 GC2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2317
 GC2317.The geoid height was determined by GEOID03.
 GC2317
 GC2317;                    North         East     Units Scale Factor Converg.
 GC2317;SPC TN       -   191,206.076   511,441.659   MT  0.99995566   -0 34 31.6
 GC2317;SPC TN       -   627,315.27  1,677,954.84   sFT  0.99995566   -0 34 31.6
 GC2317;UTM  16      - 3,989,792.442   501,539.302   MT  0.99960003   +0 00 36.2
 GC2317
 GC2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2317!SPC TN       -   0.99996031  x   0.99995566  =   0.99991597
 GC2317!UTM  16      -   0.99996031  x   0.99960003  =   0.99956035
 GC2317
 GC2317:                Primary Azimuth Mark                     Grid Az
 GC2317:SPC TN       -  WATKINS ST GAME COMM RAD MAST            013 45 22.2
 GC2317:UTM  16      -  WATKINS ST GAME COMM RAD MAST            013 10 14.4
 GC2317
 GC2317|---------------------------------------------------------------------|
 GC2317| PID    Reference Object                     Distance      Geod. Az  |
 GC2317|                                                           dddmmss.s |
 GC2317| GC2324 WATKINS ST GAME COMM RAD MAST       APPROX. 6.6 KM 0131050.6 |
 GC2317| GC2323 WATKINS LOOKOUT TOWER HR 25         APPROX. 6.7 KM 0131711.9 |
 GC2317| CG6579 HUTTON AZ MK                                       0405717.9 |
 GC2317| GC2314 AIRWAY BEACON 63                    APPROX. 9.4 KM 0772415.8 |
 GC2317| CG6580 HUTTON RM 1                           6.952 METERS 10452     |
 GC2317| CG6581 HUTTON RM 2                           6.504 METERS 33546     |
 GC2317|---------------------------------------------------------------------|
 GC2317
 GC2317                          SUPERSEDED SURVEY CONTROL
 GC2317
 GC2317  NAD 83(1995)-  36 03 09.67745(N)    086 58 58.47626(W) AD(       ) 3
 GC2317  NAD 83(1995)-  36 03 09.67807(N)    086 58 58.47636(W) AD(       ) 3
 GC2317  NAD 83(1986)-  36 03 09.68567(N)    086 58 58.47732(W) AD(       ) 3
 GC2317  NAD 27      -  36 03 09.46500(N)    086 58 58.46700(W) AD(       ) 3
 GC2317  NGVD 29 (07/19/86)  281.9    (m)          925.     (f) VERT ANG       
 GC2317
 GC2317.Superseded values are not recommended for survey control.
 GC2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2317.See file dsdata.txt to determine how the superseded data were derived.
 GC2317
 GC2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0153989792(NAD 83)
 GC2317_MARKER: DS = TRIANGULATION STATION DISK
 GC2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2317
 GC2317  HISTORY     - Date     Condition        Report By
 GC2317  HISTORY     - 1953     MONUMENTED       CGS
 GC2317  HISTORY     - 1959     GOOD             CGS
 GC2317  HISTORY     - 1964     SEE DESCRIPTION  CGS
 GC2317
 GC2317                          STATION DESCRIPTION
 GC2317
 GC2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2317'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF LINTON ON PROPERTY
 GC2317'OWNED BY LEWIS HERNDON.  IT IS 35 FEET NORTHEAST OF THE NORTHEAST OF
 GC2317'THE NORTHEAST CORNER OF A HOUSE, 11 FEET NORTHWEST OF A 24 INCH
 GC2317'WALNUT TREE AND 9 FEET EAST OF A 13 INCH OAK TREE.  THE MARK IS
 GC2317'FLUSH AND THE DISK IS STAMPED HUTTON 1953.
 GC2317'
 GC2317'REFERENCE MARK NO. 1 IS 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC2317'HOUSE, 14 FEET NORTH OF A 20 INCH OAK TREE AND 10 FEET EAST OF A 24
 GC2317'INCH WALNUT TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HUTTON
 GC2317'NO 1 1953.
 GC2317'
 GC2317'REFERENCE MARK NO. 2 IS 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GC2317'HOUSE AND 21 FEET NORTHEAST OF A 13 INCH OAK TREE.  THE MARK IS FLUSH
 GC2317'AND THE DISK IS STAMPED HUTTON NO 2 1953.
 GC2317'
 GC2317'AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF POPLAR CREEK ROAD, 32
 GC2317'FEET WEST OF A TELEPHONE POLE AND 3 FEET SOUTH OF A WHITE WITNESS
 GC2317'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HUTTON
 GC2317'1953.
 GC2317'
 GC2317'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PEGRAM, GO EAST ON
 GC2317'U.S. HIGHWAY 70 FOR 1.8 MILE TO A PAVED ROAD RIGHT (MC CRORY
 GC2317'LANE), TURN RIGHT AND GO SOUTH ON MC CRORY LANE FOR 3.95 MILES TO A
 GC2317'CROSSROAD (POPLAR CREEK ROAD).  CONTINUE SOUTH ON MC CRORY LANE FOR
 GC2317'0.1 MILE TO A DRIVEWAY LEFT, TURN LEFT ON DRIVEWAY FOR 0.15 MILE TO A
 GC2317'HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 GC2317'
 GC2317'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MCCRORY LANE AND
 GC2317'POPLAR CREEK ROAD, GO EAST ON POPLAR CREEK ROAD FOR 0.35 MILE TO
 GC2317'THE MARK ON THE LEFT AS DESCRIBED.
 GC2317'
 GC2317'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GC2317
 GC2317                          STATION RECOVERY (1959)
 GC2317
 GC2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2317'THE STATION AND ALL THE MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2317'CONDITION.  A DESCREPANCY WAS FOUND IN THE DIRECTION OF
 GC2317'REFERENCE MARK NO. 2.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2317'
 GC2317'THE STATION IS LOCATION ABOUT 4-1/2 MILES SOUTHEAST OF PEGRAM, ABOUT
 GC2317'3-1/2 MILES NORTHEAST OF LINTON AND ON PROPERTY OWNED BY LEWIS
 GC2317'HERNDON.
 GC2317'
 GC2317'TO REACH THE STATION FROM THE PEGRAM POST OFFICE, GO EAST OF U.S.
 GC2317'HIGHWAY 70 FOR 1.8 MILES TO A HARD SURFACE ROAD RIGHT, (MC CORY LANE)
 GC2317'TURN RIGHT AND GO SOUTHERLY ON MCCORY LANE FOR 3.95 MILES TO A
 GC2317'CROSSROAD, (POPLAR CREEK ROAD) CONTINUE SOUTH ON MCCORY LANE FOR
 GC2317'0.1 MILE TO A DRIVEWAY LEFT, TURN SHARP LEFT ON DRIVEWAY AND GO 0.15
 GC2317'MILE TO A HOUSE ON THE RIGHT AND THE STATION SITE AS DESCRIBED.
 GC2317'
 GC2317'THE STATION MARK IS A STANDARD STATION DISK STAMPED HUTTON 1953.  THE
 GC2317'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS
 GC2317'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 35 FEET NORTHEAST OF THE
 GC2317'NORTHEAST CORNER OF A FRAME HOUSE, 11 FEET NORTHWEST OF A 24-INCH
 GC2317'WALNUT TREE AND 9 FEET EAST OF A 14-INCH OAK TREE.
 GC2317'
 GC2317'REFERENCE MARK NO. 1 IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 GC2317'DISK IS STAMPED HUTTON NO 1 1953.  IT IS 60 FEET NORTHEAST OF THE
 GC2317'NORTHEAST CORNER OF HOUSE, 14 FEET NORTH OF A 20-INCH OAK TREE AND 10
 GC2317'FEET EAST OF A 24-INCH WALNUT TREE.
 GC2317'
 GC2317'REFERENCE MARK NO. 2 IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 GC2317'DISK IS STAMPED HUTTON NO 2 1953.  IT IS 70 FEET NORTHEAST OF THE
 GC2317'NORTHEAST CORNER OF HOUSE, 21 FEET NORTHEAST OF A 13-INCH OAK TREE
 GC2317'AND ABOUT 18 INCHES LOWER THAN THE STATION MARK.
 GC2317'
 GC2317'THE AZIMUTH MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 GC2317'AND THE DISK IS STAMPED HUTTON 1953.  IT IS 37 FEET NORTHWEST OF
 GC2317'THE CENTER OF POPLAR CREEK ROAD, 32 FEET WEST OF A TELEPHONE POLE AND
 GC2317'18 FEET NORTH OF A TRACK ROAD.
 GC2317'
 GC2317'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MCCORY LANE AND POPLAR
 GC2317'CREEK ROAD, GO EAST ON POPLAR CREEK ROAD FOR 0.35 MILE TO THE MARK
 GC2317'ON THE LEFT AS DESCRIBED.
 GC2317'
 GC2317'HEIGHT OF LIGHT ABOVE STATION MARK-1.5 METERS.
 GC2317
 GC2317                          STATION RECOVERY (1964)
 GC2317
 GC2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC2317'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1959
 GC2317'RECOVERY NOTE AND FOUND IN EXCELLENT CONDITION.  HOWEVER, DUE
 GC2317'TO THE CONSTRUCTION OF A NEW HOME BY MR. LEWIS HERNDON WHO OWNS THE
 GC2317'PROPERTY, THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 GC2317'NO. 2 WOULD BE DESTROYED.  A NEW STATION HUTTON 2 1964, REFERENCE
 GC2317'MARK NO. 3, REFERENCE MARK NO. 4 AND A NEW AZIMUTH MARK WERE
 GC2317'ESTABLISHED AT THIS TIME AND AFTER ALL NECESSARY OBSERVATIONS AND
 GC2317'MEASUREMENTS WERE COMPLETED AND CHECKED, ALL OF THE ORIGINAL
 GC2317'STATION AND REFERENCE MARKS WERE DESTROYED AND THE DISK REMOVED FOR
 GC2317'SUBMISSION TO THE WASHINGTON OFFICE.  THE ORIGINAL AZIMUTH MARK
 GC2317'COULD NOT BE MADE INTERVISIBLE WITH THE NEW STATION.
 GC2317'
 GC2317'SEE DESCRIPTION OF STATION HUTTON 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2318 ***********************************************************************
 GC2318  DESIGNATION -  HUTTON 2
 GC2318  PID         -  GC2318
 GC2318  STATE/COUNTY-  TN/DAVIDSON
 GC2318  USGS QUAD   -  BELLEVUE (1983)
 GC2318
 GC2318                         *CURRENT SURVEY CONTROL
 GC2318  ___________________________________________________________________
 GC2318* NAD 83(1995)-  36 03 10.32010(N)    086 58 59.27268(W)     ADJUSTED  
 GC2318* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 GC2318  ___________________________________________________________________
 GC2318  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GC2318  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GC2318
 GC2318  HORZ ORDER  -  SECOND
 GC2318
 GC2318.The horizontal coordinates were established by classical geodetic methods
 GC2318.and adjusted by the National Geodetic Survey in April 1999..
 GC2318
 GC2318.The orthometric height was scaled from a topographic map.
 GC2318
 GC2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2318
 GC2318.The geoid height was determined by GEOID03.
 GC2318
 GC2318;                    North         East     Units Scale Factor Converg.
 GC2318;SPC TN       -   191,226.144   511,421.874   MT  0.99995567   -0 34 32.0
 GC2318;SPC TN       -   627,381.11  1,677,889.93   sFT  0.99995567   -0 34 32.0
 GC2318;UTM  16      - 3,989,812.300   501,519.320   MT  0.99960003   +0 00 35.7
 GC2318
 GC2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2318!SPC TN       -   0.99996013  x   0.99995567  =   0.99991581
 GC2318!UTM  16      -   0.99996013  x   0.99960003  =   0.99956018
 GC2318
 GC2318:                Primary Azimuth Mark                     Grid Az
 GC2318:SPC TN       -  HUTTON 2 AZ MK                           046 03 14.8
 GC2318:UTM  16      -  HUTTON 2 AZ MK                           045 28 07.1
 GC2318
 GC2318|---------------------------------------------------------------------|
 GC2318| PID    Reference Object                     Distance      Geod. Az  |
 GC2318|                                                           dddmmss.s |
 GC2318| CG6582 HUTTON 2 AZ MK                                     0452842.8 |
 GC2318| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.14.4 KM 0471316.5 |
 GC2318| CG6583 HUTTON 2 RM 3                         7.044 METERS 12908     |
 GC2318| GC2317 HUTTON                               28.182 METERS 13450     |
 GC2318| CG6584 HUTTON 2 RM 4                         7.178 METERS 25404     |
 GC2318|---------------------------------------------------------------------|
 GC2318
 GC2318                          SUPERSEDED SURVEY CONTROL
 GC2318
 GC2318  NAD 83(1995)-  36 03 10.32209(N)    086 58 59.27478(W) AD(       ) 2
 GC2318  NAD 83(1995)-  36 03 10.32271(N)    086 58 59.27488(W) AD(       ) 2
 GC2318  NAD 83(1986)-  36 03 10.33024(N)    086 58 59.27574(W) AD(       ) 2
 GC2318  NAD 27      -  36 03 10.11000(N)    086 58 59.26600(W) AD(       ) 2
 GC2318
 GC2318.Superseded values are not recommended for survey control.
 GC2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2318.See file dsdata.txt to determine how the superseded data were derived.
 GC2318
 GC2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0151989812(NAD 83)
 GC2318_MARKER: DS = TRIANGULATION STATION DISK
 GC2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2318
 GC2318  HISTORY     - Date     Condition        Report By
 GC2318  HISTORY     - 1964     MONUMENTED       CGS
 GC2318
 GC2318                          STATION DESCRIPTION
 GC2318
 GC2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC2318'THE STATION IS LOCATED ON THE PROPERTY OF MR. JACK CLARK HERNDON,
 GC2318'ABOUT 4-1/2 MILES SOUTHEAST OF PEGRAM, ABOUT 3-1/2 MILES
 GC2318'NORTHEAST OF LINTON, AND ON A HIGH HILL OVERLOOKING THE HUTTON BEND
 GC2318'OF THE HARPETH RIVER TO THE NORTHEAST.
 GC2318'
 GC2318'TO REACH FROM THE CHARLOTTE PIKE INTERCHANGE ON INTERSTATE ROUTE 40
 GC2318'AT THE WEST EDGE OF NASHVILLE, GO WEST-SOUTHWEST ON INTERSTATE ROUTE
 GC2318'40 FOR 8.5 MILES TO THE MCCRORY LANE EXIT, BEAR RIGHT ONTO THIS EXIT
 GC2318'FOR 0.15 MILE TO MCCRORY LANE.  HERE TURN SHARP LEFT ON MCCRORY
 GC2318'LANE AND GO SOUTH-SOUTHEAST FOR 2.75 MILES TO A 4 WAY STOP SIGN AT
 GC2318'POPLAR CREEK ROAD AND AND LARGE SIGN COMMUNICATIONS CENTER.  CONTINUE
 GC2318'STRAIGHT AHEAD ON MCCRORY LANE FOR 0.15 MILE TO THE HERNDON MAIL BOX
 GC2318'ON THE RIGHT AND A PAVED DRIVE SHARP LEFT, TURN LEFT, EASTERLY ON
 GC2318'THIS DRIVEWAY AND GO 0.15 MILE TO A PARKING AREA BEHIND THE HERNDON
 GC2318'HOMES AND THE STATION TO THE NORTHEAST AS DESCRIBED.
 GC2318'
 GC2318'THE STATION IS IN THE LAWN OF THE JACK CLARK HERNDON HOME, 33.5 FEET
 GC2318'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 14 FEET WEST OF AN
 GC2318'18-INCH SHAGBARK HICKORY TREE AND 7 FEET SOUTH OF A 10-INCH PERSIMMON
 GC2318'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 GC2318'FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED HUTTON 2 1964.
 GC2318'
 GC2318'REFERENCE MARK NO. 3 IS IN THE LAWN OF THE LEWIS HERNDON HOME, 27
 GC2318'FEET WEST OF A 24-INCH OAK TREE, 19 FEET NORTH OF A 12-INCH
 GC2318'PERSIMMON TREE, 9 FEET SOUTH OF AN 18-INCH SHAGBARK HICKORY TREE, AND
 GC2318'ABOUT 1.5 FEET ABOVE THE STATION ELEVATION.  IT IS A
 GC2318'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GC2318'FLUSH WITH THE LAWN AND THE DISK IS STAMPED HUTTON 2 NO 3 1964.
 GC2318'
 GC2318'REFERENCE MARK NO. 4 IS IN THE LAWN OF THE JACK CLARK HERNDON HOME,
 GC2318'9.5 FEET EAST OF THE SOUTHEAST CORNER OF THE HOME, 8 FEET NORTH OF
 GC2318'THE SOUTHEAST CORNER OF A CONCRETE PORCH, 2 FEET EAST OF THE EAST
 GC2318'WALL OF THE CONCRETE PORCH, AND ABOUT 2.5 FEET ABOVE THE STATION
 GC2318'ELEVATIION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GC2318'ROUND, CONCRETE MONUMENT FLUSH WITH THE LAWN AND THE DISK IS
 GC2318'STAMPED HUTTON 2 NO 4 1964.
 GC2318'
 GC2318'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 GC2318'MARK NO. 4 IS 41.40 FEET.
 GC2318'
 GC2318'THE AZIMUTH MARK IS 13 FEET SOUTHEAST OF A WOVEN WIRE FENCE, 12 FEET
 GC2318'NORTHWEST OF THE APPROXIMATE CENTER OF POPLAR CREEK ROAD AND 12
 GC2318'FEET EAST OF A POWERLINE POLE WITH A WITNESS SIGN ATTACHED.  IT IS A
 GC2318'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 GC2318'THAT PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED HUTTON 2 1964.
 GC2318'
 GC2318'TO REACH THE AZIMUTH MARK FROM THE 4 WAY STOP SIGN AT THE
 GC2318'INTERSECTION OF MCCRORY LANE AND POPLAR CREEK ROAD, GO
 GC2318'EASTERLY ON POPLAR CREEK ROAD FOR 0.45 MILE TO WHERE THE ROAD BEARS
 GC2318'RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
 GC2318'
 GC2318'NOTE- THE HORIZONTAL DISTANCE MEASURED BETWEEN THE ORIGINAL STATION
 GC2318'HUTTON 1953 AND THE NEW STATION HUTTON 2 1964 IS 92.46 FEET AND
 GC2318'28.182 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9839 ***********************************************************************
 AI9839  PACS        -  This is a Primary Airport Control Station.
 AI9839  DESIGNATION -  HZD A
 AI9839  PID         -  AI9839
 AI9839  STATE/COUNTY-  TN/CARROLL
 AI9839  USGS QUAD   -  HUNTINGDON (1983)
 AI9839
 AI9839                         *CURRENT SURVEY CONTROL
 AI9839  ___________________________________________________________________
 AI9839* NAD 83(1995)-  36 05 48.80077(N)    088 27 41.98892(W)     ADJUSTED  
 AI9839* NAVD 88     -       150.60   (meters)     494.1    (feet)  GPS OBS   
 AI9839  ___________________________________________________________________
 AI9839  X           -     138,518.232 (meters)                     COMP
 AI9839  Y           -  -5,157,911.415 (meters)                     COMP
 AI9839  Z           -   3,736,955.954 (meters)                     COMP
 AI9839  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AI9839  ELLIP HEIGHT-         122.28  (meters)          (02/20/01) GPS OBS
 AI9839  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AI9839
 AI9839  HORZ ORDER  -  B
 AI9839  ELLP ORDER  -  SECOND    CLASS I
 AI9839
 AI9839.This mark is at Carroll County Airport (HZD)
 AI9839
 AI9839.The horizontal coordinates were established by GPS observations
 AI9839.and adjusted by the National Geodetic Survey in February 2001..
 AI9839
 AI9839.The orthometric height was determined by GPS observations and a
 AI9839.high-resolution geoid model.
 AI9839
 AI9839.GPS derived orthometric heights for airport stations designated as
 AI9839.PACS or SACS are published to 2 decimal places.  This maintains
 AI9839.centimeter relative accuracy between the PACS and SACS.  It does
 AI9839.not indicate centimeter accuracy relative to other marks which are
 AI9839.part of the NAVD 88 network.
 AI9839
 AI9839.Photographs are available for this station.
 AI9839
 AI9839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9839
 AI9839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9839
 AI9839.The ellipsoidal height was determined by GPS observations
 AI9839.and is referenced to NAD 83.
 AI9839
 AI9839.The geoid height was determined by GEOID03.
 AI9839
 AI9839;                    North         East     Units Scale Factor Converg.
 AI9839;SPC TN       -   198,453.468   378,351.633   MT  0.99995889   -1 26 28.2
 AI9839;SPC TN       -   651,092.75  1,241,308.65   sFT  0.99995889   -1 26 28.2
 AI9839;UTM  16      - 3,995,683.887   368,420.662   MT  0.99981333   -0 51 40.6
 AI9839
 AI9839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9839!SPC TN       -   0.99998081  x   0.99995889  =   0.99993970
 AI9839!UTM  16      -   0.99998081  x   0.99981333  =   0.99979414
 AI9839
 AI9839:                Primary Azimuth Mark                     Grid Az
 AI9839:SPC TN       -  HZD C                                    201 23 11.8
 AI9839:UTM  16      -  HZD C                                    200 48 24.2
 AI9839
 AI9839|---------------------------------------------------------------------|
 AI9839| PID    Reference Object                     Distance      Geod. Az  |
 AI9839|                                                           dddmmss.s |
 AI9839| AI9842 HZD C                               468.646 METERS 1995643.6 |
 AI9839|---------------------------------------------------------------------|
 AI9839
 AI9839                          SUPERSEDED SURVEY CONTROL
 AI9839
 AI9839.No superseded survey control is available for this station.
 AI9839
 AI9839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6842195684(NAD 83)
 AI9839_MARKER: I = METAL ROD
 AI9839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9839_STAMPING: HZD A 1996
 AI9839_MARK LOGO: NGS   
 AI9839_PROJECTION: FLUSH
 AI9839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9839+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9839_ROD/PIPE-DEPTH: 8.4  meters
 AI9839_SLEEVE-DEPTH  : 1 meters
 AI9839
 AI9839  HISTORY     - Date     Condition        Report By
 AI9839  HISTORY     - 1996     MONUMENTED       LOWE
 AI9839
 AI9839                          STATION DESCRIPTION
 AI9839
 AI9839'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9839'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF MCKENZIE
 AI9839'AND 8.0 KM (4.95 MI) NORTHWEST OF HUNTINGDON, AT THE CARROLL
 AI9839'COUNTY AIRPORT. CARROLL COUNTY AIRPORT IS AN UNCONTROLLED
 AI9839'AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE AIRPORT
 AI9839'MANAGER, TOMMY SWOR, TELEPHONE NUMBER 901-352-7278, BEFORE
 AI9839'ENTERING THE FIELD.
 AI9839' 
 AI9839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND
 AI9839'22, ON THE SOUTHEAST SIDE OF MCKENZIE, GO SOUTHEAST ON STATE
 AI9839'HIGHWAY 22 FOR 7.25 KM (4.50 MI) TO THE JUNCTION OF A PAVED ROAD ON
 AI9839'THE LEFT. TURN LEFT AND GO EASTERLY FOR 0.48 KM (0.30 MI) TO THE
 AI9839'AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT AND GO NORTH 0.48 KM
 AI9839'(0.30 MI) TO THE AIRPORT OFFICE AND GATE. PASS THROUGH THE GATE AND
 AI9839'GO EASTERLY ACROSS THE APRON 0.2 KM (0.10 MI) TO THE JUNCTION WITH
 AI9839'THE RUNWAY. TURN LEFT AND GO NORTH ON THE RUNWAY 1.21 KM (0.75 MI)
 AI9839'TO THE END OF THE RUNWAY AND THE STATION IN THE GRASS OFF THE
 AI9839'NORTHWEST CORNER OF THE RUNWAY.
 AI9839' 
 AI9839'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AI9839'REFUSAL TO A DEPTH OF 8.4 M (27.6 FT) IN A 0.025 M (0.082 FT) GREASE
 AI9839'FILLED FLUTED PLASTIC SLEEVE 0.9 M (3.0 FT) LONG ENCASED IN A 0.16 M
 AI9839'(0.52 FT) PVC PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE
 AI9839'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THE
 AI9839'STATION IS 34.4 M (112.9 FT) WEST OF THE EXTENDED CENTERLINE OF THE
 AI9839'RUNWAY, 23.1 M (75.8 FT) NORTHWEST FROM THE WESTERNMOST RUNWAY
 AI9839'LIGHT, AND 13.1 M (43.0 FT) NORTH FROM A STROBE LIGHT. THIS STATION IS
 AI9839'DESIGNATED A PRIMARY AIRPORT CONTROL STATION.
 AI9839' 
 AI9839' 
 AI9839'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9842 ***********************************************************************
 AI9842  SACS        -  This is a Secondary Airport Control Station.
 AI9842  DESIGNATION -  HZD C
 AI9842  PID         -  AI9842
 AI9842  STATE/COUNTY-  TN/CARROLL
 AI9842  USGS QUAD   -  HUNTINGDON (1983)
 AI9842
 AI9842                         *CURRENT SURVEY CONTROL
 AI9842  ___________________________________________________________________
 AI9842* NAD 83(1995)-  36 05 34.50802(N)    088 27 48.37950(W)     ADJUSTED  
 AI9842* NAVD 88     -       146.84   (meters)     481.8    (feet)  GPS OBS   
 AI9842  ___________________________________________________________________
 AI9842  X           -     138,365.305 (meters)                     COMP
 AI9842  Y           -  -5,158,172.102 (meters)                     COMP
 AI9842  Z           -   3,736,597.754 (meters)                     COMP
 AI9842  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AI9842  ELLIP HEIGHT-         118.51  (meters)          (02/20/01) GPS OBS
 AI9842  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AI9842
 AI9842  HORZ ORDER  -  FIRST
 AI9842  ELLP ORDER  -  SECOND    CLASS I
 AI9842
 AI9842.This mark is at Carroll County Airport (HZD)
 AI9842
 AI9842.The horizontal coordinates were established by GPS observations
 AI9842.and adjusted by the National Geodetic Survey in February 2001..
 AI9842
 AI9842.The orthometric height was determined by GPS observations and a
 AI9842.high-resolution geoid model.
 AI9842
 AI9842.GPS derived orthometric heights for airport stations designated as
 AI9842.PACS or SACS are published to 2 decimal places.  This maintains
 AI9842.centimeter relative accuracy between the PACS and SACS.  It does
 AI9842.not indicate centimeter accuracy relative to other marks which are
 AI9842.part of the NAVD 88 network.
 AI9842
 AI9842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9842
 AI9842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9842
 AI9842.The ellipsoidal height was determined by GPS observations
 AI9842.and is referenced to NAD 83.
 AI9842
 AI9842.The geoid height was determined by GEOID03.
 AI9842
 AI9842;                    North         East     Units Scale Factor Converg.
 AI9842;SPC TN       -   198,017.110   378,180.744   MT  0.99995857   -1 26 31.9
 AI9842;SPC TN       -   649,661.14  1,240,747.99   sFT  0.99995857   -1 26 31.9
 AI9842;UTM  16      - 3,995,245.885   368,254.222   MT  0.99981387   -0 51 44.0
 AI9842
 AI9842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9842!SPC TN       -   0.99998140  x   0.99995857  =   0.99993997
 AI9842!UTM  16      -   0.99998140  x   0.99981387  =   0.99979527
 AI9842
 AI9842:                Primary Azimuth Mark                     Grid Az
 AI9842:SPC TN       -  HZD A                                    021 23 11.7
 AI9842:UTM  16      -  HZD A                                    020 48 23.8
 AI9842
 AI9842|---------------------------------------------------------------------|
 AI9842| PID    Reference Object                     Distance      Geod. Az  |
 AI9842|                                                           dddmmss.s |
 AI9842| AI9839 HZD A                               468.646 METERS 0195639.8 |
 AI9842|---------------------------------------------------------------------|
 AI9842
 AI9842                          SUPERSEDED SURVEY CONTROL
 AI9842
 AI9842.No superseded survey control is available for this station.
 AI9842
 AI9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6825495246(NAD 83)
 AI9842_MARKER: DD = SURVEY DISK
 AI9842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9842_STAMPING: HZD C 1999
 AI9842_MARK LOGO: NGS   
 AI9842_PROJECTION: FLUSH
 AI9842_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9842+STABILITY: SURFACE MOTION
 AI9842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9842+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9842
 AI9842  HISTORY     - Date     Condition        Report By
 AI9842  HISTORY     - 1999     MONUMENTED       LOWE
 AI9842
 AI9842                          STATION DESCRIPTION
 AI9842
 AI9842'DESCRIBED BY LOWE ENGINEERS 1999 (JDJ)
 AI9842'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF MCKENZIE,
 AI9842'8.0 KM (4.95 MI) NORTHWEST OF HUNTINGDON AT THE CARROLL COUNTY
 AI9842'AIRPORT. CARROLL COUNTY AIRPORT IS AN UNCONTROLLED AIRPORT WITH
 AI9842'NO ESCORT REQUIRED. CHECK WITH THE AIRPORT MANAGER, TOMMY
 AI9842'SWOR, TELEPHONE NUMBER 901-352-7278, BEFORE ENTERING THE FIELD.
 AI9842' 
 AI9842'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND
 AI9842'22, ON THE SOUTHEAST SIDE OF MCKENZIE, GO SOUTHEAST ON STATE
 AI9842'HIGHWAY 22 FOR 7.25 KM (4.50 MI) TO THE JUNCTION OF A PAVED ROAD TO
 AI9842'THE LEFT. TURN LEFT AND GO EASTERLY 0.48 KM (0.30 MI) TO THE AIRPORT
 AI9842'ENTRANCE ROAD ON THE LEFT. TURN LEFT AND GO NORTH 0.48 KM (0.30 MI)
 AI9842'TO THE AIRPORT OFFICE AND GATE. PASS THROUGH THE GATE AND GO
 AI9842'EAST 0.11 KM (0.07 MI), TURN LEFT AND GO NORTH 0.72 (0.45 MI) ALONG
 AI9842'THE
 AI9842'CENTERLINE OF THE TAXIWAY TO THE STATION WHICH IS IN LINE WITH THE
 AI9842'CENTERLINE OF THE TAXIWAY.
 AI9842' 
 AI9842'THE STATION IS THE CENTER OF A NGS BRASS DISK SET IN CONCRETE IN A
 AI9842'1.07 M (3.5 FT) DEEP BELL BOTTOM HOLE THAT IS APPROXIMATELY 0.30 M
 AI9842'(1.0
 AI9842'FT) TO 0.36 M (1.17 FT) IN DIAMETER. THIS STATION IS DESIGNATED A
 AI9842'SECONDARY AIRPORT CONTROL STATION.
 AI9842' 
 AI9842'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1708 ***********************************************************************
 GC1708  DESIGNATION -  I 2
 GC1708  PID         -  GC1708
 GC1708  STATE/COUNTY-  TN/HUMPHREYS
 GC1708  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1708
 GC1708                         *CURRENT SURVEY CONTROL
 GC1708  ___________________________________________________________________
 GC1708* NAD 83(1986)-  36 01 38.     (N)    087 57 17.     (W)     SCALED    
 GC1708* NAVD 88     -       135.787  (meters)     445.49   (feet)  ADJUSTED  
 GC1708  ___________________________________________________________________
 GC1708  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GC1708  DYNAMIC HT  -         135.671 (meters)     445.11  (feet)  COMP
 GC1708  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC1708
 GC1708  VERT ORDER  -  SECOND    CLASS 0
 GC1708
 GC1708.The horizontal coordinates were scaled from a topographic map and have
 GC1708.an estimated accuracy of +/- 6 seconds.
 GC1708
 GC1708.The orthometric height was determined by differential leveling
 GC1708.and adjusted by the National Geodetic Survey in June 1991..
 GC1708
 GC1708.The geoid height was determined by GEOID03.
 GC1708
 GC1708.The dynamic height is computed by dividing the NAVD 88
 GC1708.geopotential number by the normal gravity value computed on the
 GC1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1708.degrees latitude (g = 980.6199 gals.).
 GC1708
 GC1708.The modeled gravity was interpolated from observed gravity values.
 GC1708
 GC1708;                    North         East    Units  Estimated Accuracy
 GC1708;SPC TN       -   189,700.      423,840.      MT  (+/- 180 meters Scaled)
 GC1708
 GC1708                          SUPERSEDED SURVEY CONTROL
 GC1708
 GC1708  NGVD 29 (??/??/92)  135.814  (m)          445.58   (f) ADJ UNCH    2 0
 GC1708
 GC1708.Superseded values are not recommended for survey control.
 GC1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1708.See file dsdata.txt to determine how the superseded data were derived.
 GC1708
 GC1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE139873(NAD 83)
 GC1708_MARKER: DD = SURVEY DISK
 GC1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1708_STAMPING: 1-2 1961
 GC1708_MARK LOGO: TNHD  
 GC1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1708+STABILITY: SURFACE MOTION
 GC1708
 GC1708  HISTORY     - Date     Condition        Report By
 GC1708  HISTORY     - 1961     MONUMENTED       TNHD
 GC1708  HISTORY     - 1972     GOOD             TVA
 GC1708
 GC1708                          STATION DESCRIPTION
 GC1708
 GC1708'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1708'1.4 MI E FROM JOHNSONVILLE.
 GC1708'FROM THE R.R. STATION AT JOHNSONVILLE, GO NORTHEAST ON U.S. 70
 GC1708'FOR 1.4 MILES TO A 4 FOOT CONCRETE BOX CULVERT PASSING UNDER
 GC1708'U.S. 70.  THE MARK IS LOCATED IN THE NORTHEAST CORNER OF THE
 GC1708'NORTH END OF THE CULVERT, 20.6 FEET NORTH OF THE CENTERLINE OF
 GC1708'U.S. 70.  THE MARK IS A STANDARD TENNESSEE BENCH MARK, CEMENTED
 GC1708'IN A DRILLED HOLE, FLUSH WITH THE CONCRETE AND ABOUT 3.5 FEET
 GC1708'LOWER THAN THE PAVEMENT.  NOTE-- MILEAGE FROM RR STATION SHOULD
 GC1708'BE 1.7 MI.
 GC1708
 GC1708                          STATION RECOVERY (1972)
 GC1708
 GC1708'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0486 ***********************************************************************
 FF0486  DESIGNATION -  I 3
 FF0486  PID         -  FF0486
 FF0486  STATE/COUNTY-  TN/SHELBY
 FF0486  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0486
 FF0486                         *CURRENT SURVEY CONTROL
 FF0486  ___________________________________________________________________
 FF0486* NAD 83(1986)-  35 08 36.     (N)    090 03 17.     (W)     SCALED    
 FF0486* NAVD 88     -        82.057  (meters)     269.22   (feet)  ADJUSTED  
 FF0486  ___________________________________________________________________
 FF0486  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0486  DYNAMIC HT  -          81.983 (meters)     268.97  (feet)  COMP
 FF0486  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 FF0486
 FF0486  VERT ORDER  -  FIRST     CLASS II
 FF0486
 FF0486.The horizontal coordinates were scaled from a topographic map and have
 FF0486.an estimated accuracy of +/- 6 seconds.
 FF0486
 FF0486.The orthometric height was determined by differential leveling
 FF0486.and adjusted by the National Geodetic Survey in June 1991..
 FF0486
 FF0486.The geoid height was determined by GEOID03.
 FF0486
 FF0486.The dynamic height is computed by dividing the NAVD 88
 FF0486.geopotential number by the normal gravity value computed on the
 FF0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0486.degrees latitude (g = 980.6199 gals.).
 FF0486
 FF0486.The modeled gravity was interpolated from observed gravity values.
 FF0486
 FF0486;                    North         East    Units  Estimated Accuracy
 FF0486;SPC TN       -    97,520.      230,600.      MT  (+/- 180 meters Scaled)
 FF0486
 FF0486                          SUPERSEDED SURVEY CONTROL
 FF0486
 FF0486  NGVD 29 (??/??/??)   82.014  (m)          269.07   (f) ADJUSTED    1 2
 FF0486
 FF0486.Superseded values are not recommended for survey control.
 FF0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0486.See file dsdata.txt to determine how the superseded data were derived.
 FF0486
 FF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU683929(NAD 83)
 FF0486_MARKER: DB = BENCH MARK DISK
 FF0486_SETTING: 0 = UNSPECIFIED SETTING
 FF0486_STAMPING: I 3 I 3
 FF0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0486
 FF0486  HISTORY     - Date     Condition        Report By
 FF0486  HISTORY     - 1916     MONUMENTED       CGS
 FF0486  HISTORY     - 1956     GOOD             CGS
 FF0486  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0486  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FF0486
 FF0486                          STATION DESCRIPTION
 FF0486
 FF0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0486'AT MEMPHIS.
 FF0486'AT MEMPHIS, AT INTERSECTION OF SOUTH FRONT STREET AND UNION
 FF0486'AVENUE, 32 1/2 FEET WEST OF WEST CURB LINE OF SOUTH FRONT STREET
 FF0486'LEADING SOUTH, 3 FEET NORTH OF NORTH CURB LINE OF UNION AVENUE,
 FF0486'18 1/2 FEET SOUTH OF SOUTHWEST CORNER OF FRONT STREET FIRE STATION,
 FF0486'2 FEET NORTHWEST OF A FIRE HYDRANT, IN THE TOP AND 2.3 FEET WEST
 FF0486'OF EAST END OF A STONE RETAINING WALL BETWEEN UNION AVENUE AND A
 FF0486'DRIVE TO FIRE STATION, ABOUT 1 FOOT ABOVE LEVEL OF DRIVE AND ABOUT
 FF0486'LEVEL WITH FRONT STREET.
 FF0486
 FF0486                          STATION RECOVERY (1974)
 FF0486
 FF0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0486'MARK NOT FOUND.
 FF0486
 FF0486                          STATION RECOVERY (1990)
 FF0486
 FF0486'RECOVERY NOTE BY US POWER SQUADRON 1990 (EL)
 FF0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0369 ***********************************************************************
 GC0369  DESIGNATION -  I 4
 GC0369  PID         -  GC0369
 GC0369  STATE/COUNTY-  TN/DAVIDSON
 GC0369  USGS QUAD   -  SCOTTSBORO (1983)
 GC0369
 GC0369                         *CURRENT SURVEY CONTROL
 GC0369  ___________________________________________________________________
 GC0369* NAD 83(1986)-  36 12 53.     (N)    086 59 13.     (W)     SCALED    
 GC0369* NAVD 88     -       125.118  (meters)     410.49   (feet)  ADJUSTED  
 GC0369  ___________________________________________________________________
 GC0369  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0369  DYNAMIC HT  -         125.011 (meters)     410.14  (feet)  COMP
 GC0369  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GC0369
 GC0369  VERT ORDER  -  FIRST     CLASS II
 GC0369
 GC0369.The horizontal coordinates were scaled from a topographic map and have
 GC0369.an estimated accuracy of +/- 6 seconds.
 GC0369
 GC0369.The orthometric height was determined by differential leveling
 GC0369.and adjusted by the National Geodetic Survey in June 1991..
 GC0369
 GC0369.The geoid height was determined by GEOID03.
 GC0369
 GC0369.The dynamic height is computed by dividing the NAVD 88
 GC0369.geopotential number by the normal gravity value computed on the
 GC0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0369.degrees latitude (g = 980.6199 gals.).
 GC0369
 GC0369.The modeled gravity was interpolated from observed gravity values.
 GC0369
 GC0369;                    North         East    Units  Estimated Accuracy
 GC0369;SPC TN       -   209,190.      511,260.      MT  (+/- 180 meters Scaled)
 GC0369
 GC0369                          SUPERSEDED SURVEY CONTROL
 GC0369
 GC0369  NGVD 29 (??/??/92)  125.160  (m)          410.63   (f) ADJ UNCH    1 2
 GC0369
 GC0369.Superseded values are not recommended for survey control.
 GC0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0369.See file dsdata.txt to determine how the superseded data were derived.
 GC0369
 GC0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF011077(NAD 83)
 GC0369_MARKER: DB = BENCH MARK DISK
 GC0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0369_STAMPING: I 4 1921 ELEV 411.033 FT
 GC0369_MARK LOGO: CGS   
 GC0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0369+STABILITY: SURFACE MOTION
 GC0369
 GC0369  HISTORY     - Date     Condition        Report By
 GC0369  HISTORY     - 1921     MONUMENTED       CGS
 GC0369  HISTORY     - 1949     GOOD             NGS
 GC0369  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0369
 GC0369                          STATION DESCRIPTION
 GC0369
 GC0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0369'6.7 MI SE FROM ASHLAND CITY.
 GC0369'6.7 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0369'STATION AT ASHLAND CITY, AT BULL RUN, 259 1/2 FEET EAST-SOUTHEAST
 GC0369'OF CHEATHAM-DAVIDSON COUNTY LINE SIGN POST, 61 FEET WEST-NORTHWEST
 GC0369'OF TELEPHONE POLE NO. 338, 15 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER
 GC0369'LINE OF THE ROAD CROSSING, 11 1/2 FEET SOUTH OF THE SOUTH RAIL, 1
 GC0369'FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK
 GC0369'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 GC0369
 GC0369                          STATION RECOVERY (1984)
 GC0369
 GC0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0369'SEARCHED FOR BUT NOT RECOVERED, RAILROAD WORK DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1513 ***********************************************************************
 FE1513  DESIGNATION -  I 66
 FE1513  PID         -  FE1513
 FE1513  STATE/COUNTY-  TN/SHELBY
 FE1513  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1513
 FE1513                         *CURRENT SURVEY CONTROL
 FE1513  ___________________________________________________________________
 FE1513* NAD 83(1986)-  35 03 50.     (N)    089 58 22.     (W)     SCALED    
 FE1513* NAVD 88     -        76.071  (meters)     249.58   (feet)  ADJUSTED  
 FE1513  ___________________________________________________________________
 FE1513  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1513  DYNAMIC HT  -          76.001 (meters)     249.35  (feet)  COMP
 FE1513  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 FE1513
 FE1513  VERT ORDER  -  THIRD
 FE1513
 FE1513.This mark is at Memphis Intl Airport (MEM)
 FE1513
 FE1513.The horizontal coordinates were scaled from a topographic map and have
 FE1513.an estimated accuracy of +/- 6 seconds.
 FE1513
 FE1513.The orthometric height was determined by differential leveling
 FE1513.and adjusted by the National Geodetic Survey in June 1991..
 FE1513
 FE1513.The geoid height was determined by GEOID03.
 FE1513
 FE1513.The dynamic height is computed by dividing the NAVD 88
 FE1513.geopotential number by the normal gravity value computed on the
 FE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1513.degrees latitude (g = 980.6199 gals.).
 FE1513
 FE1513.The modeled gravity was interpolated from observed gravity values.
 FE1513
 FE1513;                    North         East    Units  Estimated Accuracy
 FE1513;SPC TN       -    88,410.      237,700.      MT  (+/- 180 meters Scaled)
 FE1513
 FE1513                          SUPERSEDED SURVEY CONTROL
 FE1513
 FE1513  NGVD 29 (??/??/??)   76.038  (m)          249.47   (f) ADJUSTED    3 0
 FE1513
 FE1513.Superseded values are not recommended for survey control.
 FE1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1513.See file dsdata.txt to determine how the superseded data were derived.
 FE1513
 FE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD288841(NAD 83)
 FE1513_MARKER: DB = BENCH MARK DISK
 FE1513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1513_SP_SET: CONCRETE APRON
 FE1513_STAMPING: I 66 1973
 FE1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1513
 FE1513  HISTORY     - Date     Condition        Report By
 FE1513  HISTORY     - 1973     MONUMENTED       NGS
 FE1513  HISTORY     - 1979     GOOD             NGS
 FE1513  HISTORY     - 19951212 MARK NOT FOUND   TN1620
 FE1513
 FE1513                          STATION DESCRIPTION
 FE1513
 FE1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FE1513'6.5 MI SE FROM MEMPHIS.
 FE1513'LOCATED IN THE NORTH EDGE OF THE MEMPHIS INTERNATIONAL AIRPORT,
 FE1513'AT THE TENNESSEE AIR NATIONAL GUARD BASE, 0.25 MILE SOUTHWEST
 FE1513'OF THE ADMINISTRATION BUILDING, IN THE CONCRETE APRON IN FRONT
 FE1513'OF AND WEST OF THE FIRE STATION, 29 FEET SOUTH OF THE CENTER
 FE1513'OF SPANKEL STREET, 78 FEET WEST OF THE NORTHWEST CORNER OF THE
 FE1513'FIRE STATION, 2 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH
 FE1513'WALL OF THE FIRE STATION, 2 FEET WEST OF THE EAST EDGE OF THE
 FE1513'CONCRETE APRON, AND 15 FEET WEST-NORTHWEST OF A MANHOLE FOR A
 FE1513'WATER VALVE.  IT IS A BENCH MARK DISK SET IN A DRILL HOLE IN THE
 FE1513'CONCRETE APRON.  TO REACH FROM THE ENTRANCE TO THE TENNESSEE
 FE1513'AIR NATIONAL GUARD ON DEMOCRACT STREET, GO SOUTH FOR 0.3 MILE
 FE1513'TO SPANKEL STREET, TURN RIGHT AND GO WEST FOR 0.3 MILE TO THE
 FE1513'TAXIE APRON AND THE MARK ON THE LEFT.
 FE1513
 FE1513                          STATION RECOVERY (1979)
 FE1513
 FE1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FE1513'RECOVERED IN GOOD CONDITION.
 FE1513
 FE1513                          STATION RECOVERY (1995)
 FE1513
 FE1513'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1273 ***********************************************************************
 GC1273  DESIGNATION -  I24 1
 GC1273  PID         -  GC1273
 GC1273  STATE/COUNTY-  TN/MONTGOMERY
 GC1273  USGS QUAD   -  CLARKSVILLE (1984)
 GC1273
 GC1273                         *CURRENT SURVEY CONTROL
 GC1273  ___________________________________________________________________
 GC1273* NAD 83(1986)-  36 37 03.     (N)    087 17 37.     (W)     SCALED    
 GC1273* NAVD 88     -       154.653  (meters)     507.39   (feet)  ADJUSTED  
 GC1273  ___________________________________________________________________
 GC1273  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1273  DYNAMIC HT  -         154.527 (meters)     506.98  (feet)  COMP
 GC1273  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 GC1273
 GC1273  VERT ORDER  -  SECOND    CLASS 0
 GC1273
 GC1273.The horizontal coordinates were scaled from a topographic map and have
 GC1273.an estimated accuracy of +/- 6 seconds.
 GC1273
 GC1273.The orthometric height was determined by differential leveling
 GC1273.and adjusted by the National Geodetic Survey in June 1991..
 GC1273
 GC1273.The geoid height was determined by GEOID03.
 GC1273
 GC1273.The dynamic height is computed by dividing the NAVD 88
 GC1273.geopotential number by the normal gravity value computed on the
 GC1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1273.degrees latitude (g = 980.6199 gals.).
 GC1273
 GC1273.The modeled gravity was interpolated from observed gravity values.
 GC1273
 GC1273;                    North         East    Units  Estimated Accuracy
 GC1273;SPC TN       -   254,200.      484,280.      MT  (+/- 180 meters Scaled)
 GC1273
 GC1273                          SUPERSEDED SURVEY CONTROL
 GC1273
 GC1273  NGVD 29 (??/??/92)  154.733  (m)          507.65   (f) ADJ UNCH    2 0
 GC1273
 GC1273.Superseded values are not recommended for survey control.
 GC1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1273.See file dsdata.txt to determine how the superseded data were derived.
 GC1273
 GC1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF737524(NAD 83)
 GC1273_MARKER: DD = SURVEY DISK
 GC1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1273_STAMPING: I 24-1 1965
 GC1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1273+STABILITY: SURFACE MOTION
 GC1273
 GC1273  HISTORY     - Date     Condition        Report By
 GC1273  HISTORY     - 1965     MONUMENTED       TNHD
 GC1273  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1273
 GC1273                          STATION DESCRIPTION
 GC1273
 GC1273'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1273'3 MI N FROM ST BETHLEHEM.
 GC1273'FROM THE INTERSECTION OF STATE ROUTE 48 AND PEACHERS ROAD, ABOUT
 GC1273'4 MILES NORTH OF ST. BETHLEHEM, GO SOUTHERLY FOR 0.3 MILE ON
 GC1273'STATE ROUTE 48 TO A GRAVELED ROAD ON THE LEFT, TURN LEFT, AND
 GC1273'GO EASTERLY FOR 1.3 MILES TO THE HOME OF MRS. C.P. KENNEDY ON THE
 GC1273'RIGHT AND THE MARK ON THE LEFT, 15 FEET NORTH OF THE APPROXIMATE
 GC1273'CENTER OF THE GRAVELED ROAD, 4 FEET SOUTH OF A WIRE FENCE, AND
 GC1273'1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GC1273'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1273'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1273
 GC1273                          STATION RECOVERY (1984)
 GC1273
 GC1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1273'SEARCHED FOR BUT NOT RECOVERED, THE DESCRIPTION NOT COMPLETE ENOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1510 ***********************************************************************
 GC1510  DESIGNATION -  I24 1 G
 GC1510  PID         -  GC1510
 GC1510  STATE/COUNTY-  TN/MONTGOMERY
 GC1510  USGS QUAD   -  HENRIETTA (1983)
 GC1510
 GC1510                         *CURRENT SURVEY CONTROL
 GC1510  ___________________________________________________________________
 GC1510* NAD 83(1986)-  36 28 39.     (N)    087 08 57.     (W)     SCALED    
 GC1510* NAVD 88     -       196.924  (meters)     646.07   (feet)  ADJUSTED  
 GC1510  ___________________________________________________________________
 GC1510  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC1510  DYNAMIC HT  -         196.762 (meters)     645.54  (feet)  COMP
 GC1510  MODELED GRAV-     979,802.4   (mgal)                       NAVD 88
 GC1510
 GC1510  VERT ORDER  -  SECOND    CLASS 0
 GC1510
 GC1510.The horizontal coordinates were scaled from a topographic map and have
 GC1510.an estimated accuracy of +/- 6 seconds.
 GC1510
 GC1510.The orthometric height was determined by differential leveling
 GC1510.and adjusted by the National Geodetic Survey in June 1991..
 GC1510
 GC1510.The geoid height was determined by GEOID03.
 GC1510
 GC1510.The dynamic height is computed by dividing the NAVD 88
 GC1510.geopotential number by the normal gravity value computed on the
 GC1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1510.degrees latitude (g = 980.6199 gals.).
 GC1510
 GC1510.The modeled gravity was interpolated from observed gravity values.
 GC1510
 GC1510;                    North         East    Units  Estimated Accuracy
 GC1510;SPC TN       -   238,500.      497,020.      MT  (+/- 180 meters Scaled)
 GC1510
 GC1510                          SUPERSEDED SURVEY CONTROL
 GC1510
 GC1510  NGVD 29 (??/??/92)  196.988  (m)          646.28   (f) ADJ UNCH    2 0
 GC1510
 GC1510.Superseded values are not recommended for survey control.
 GC1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1510.See file dsdata.txt to determine how the superseded data were derived.
 GC1510
 GC1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF866369(NAD 83)
 GC1510_MARKER: DD = SURVEY DISK
 GC1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1510_STAMPING: I-24 1G 1965
 GC1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1510+STABILITY: SURFACE MOTION
 GC1510
 GC1510  HISTORY     - Date     Condition        Report By
 GC1510  HISTORY     - 1965     MONUMENTED       TNHD
 GC1510
 GC1510                          STATION DESCRIPTION
 GC1510
 GC1510'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1510'4.3 MI E FROM SANGO.
 GC1510'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1510'CHURCH AT SANGO, GO EASTERLY ON A PAVED ROAD FOR 4.3 MILES TO THE
 GC1510'INTERSECTION OF A GRAVELED ROAD ON THE RIGHT AND THE MARK ON THE
 GC1510'LEFT, 56 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GC1510'INTERSECTION, 3.5 FEET WEST OF A POWER POLE AND 2.2 FEET
 GC1510'SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1510'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1510'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1939 ***********************************************************************
 GC1939  DESIGNATION -  I24 1 J RESET
 GC1939  PID         -  GC1939
 GC1939  STATE/COUNTY-  TN/MONTGOMERY
 GC1939  USGS QUAD   -  HENRIETTA (1983)
 GC1939
 GC1939                         *CURRENT SURVEY CONTROL
 GC1939  ___________________________________________________________________
 GC1939* NAD 83(1986)-  36 27 53.     (N)    087 09 08.     (W)     SCALED    
 GC1939* NAVD 88     -       198.09   (meters)     649.9    (feet)  RESET     
 GC1939  ___________________________________________________________________
 GC1939  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1939
 GC1939  VERT ORDER  -  THIRD
 GC1939
 GC1939.The horizontal coordinates were scaled from a topographic map and have
 GC1939.an estimated accuracy of +/- 6 seconds.
 GC1939
 GC1939.The orthometric height was computed from unverified reset data.
 GC1939.No vertical observational check was made to the station.
 GC1939
 GC1939.The geoid height was determined by GEOID03.
 GC1939
 GC1939;                    North         East    Units  Estimated Accuracy
 GC1939;SPC TN       -   237,090.      496,730.      MT  (+/- 180 meters Scaled)
 GC1939
 GC1939                          SUPERSEDED SURVEY CONTROL
 GC1939
 GC1939  NGVD 29 (10/12/01)  198.18   (m)          650.2    (f) RESET       3  
 GC1939
 GC1939.Superseded values are not recommended for survey control.
 GC1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1939.See file dsdata.txt to determine how the superseded data were derived.
 GC1939
 GC1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF863355(NAD 83)
 GC1939_MARKER: DB = BENCH MARK DISK
 GC1939_SETTING: 0 = UNSPECIFIED SETTING
 GC1939_STAMPING: I 24 IJ RESET 1977
 GC1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1939
 GC1939  HISTORY     - Date     Condition        Report By
 GC1939  HISTORY     - 1977     MONUMENTED       NGS
 GC1939
 GC1939                          STATION DESCRIPTION
 GC1939
 GC1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GC1939'8.2 MI NW FROM PLEASANT VIEW.
 GC1939'8.2 MILES NORTHWEST ALONG U.S.HIGHWAY 41A FROM ITS JUNCTION WITH
 GC1939'STATE HIGHWAY 49 IN PLESANT VIEW, IN THE SOUTHEAST ANGLE OFA
 GC1939'CROSSROAD, 26 FEET EAST OF THE CENTERLINE OF MT CARMEL ROAD, 99
 GC1939'FEET NORTHEAST OF THE CENTELINE OF HIGHWAY 41A, 70 FEET NORTHWEST OF
 GC1939'A POWER POLE, AND 1 FOOT WEST OF A FENCE, IN TOP OF A PRE-CAST
 GC1939'ALUMINUM MONUMENT WITH MAGNETS.
 GC1939'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1513 ***********************************************************************
 GC1513  DESIGNATION -  I24 1 K
 GC1513  PID         -  GC1513
 GC1513  STATE/COUNTY-  TN/MONTGOMERY
 GC1513  USGS QUAD   -  HENRIETTA (1983)
 GC1513
 GC1513                         *CURRENT SURVEY CONTROL
 GC1513  ___________________________________________________________________
 GC1513* NAD 83(1986)-  36 27 14.     (N)    087 07 41.     (W)     SCALED    
 GC1513* NAVD 88     -       198.206  (meters)     650.28   (feet)  ADJUSTED  
 GC1513  ___________________________________________________________________
 GC1513  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1513  DYNAMIC HT  -         198.042 (meters)     649.74  (feet)  COMP
 GC1513  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 GC1513
 GC1513  VERT ORDER  -  SECOND    CLASS 0
 GC1513
 GC1513.The horizontal coordinates were scaled from a topographic map and have
 GC1513.an estimated accuracy of +/- 6 seconds.
 GC1513
 GC1513.The orthometric height was determined by differential leveling
 GC1513.and adjusted by the National Geodetic Survey in June 1991..
 GC1513
 GC1513.The geoid height was determined by GEOID03.
 GC1513
 GC1513.The dynamic height is computed by dividing the NAVD 88
 GC1513.geopotential number by the normal gravity value computed on the
 GC1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1513.degrees latitude (g = 980.6199 gals.).
 GC1513
 GC1513.The modeled gravity was interpolated from observed gravity values.
 GC1513
 GC1513;                    North         East    Units  Estimated Accuracy
 GC1513;SPC TN       -   235,860.      498,880.      MT  (+/- 180 meters Scaled)
 GC1513
 GC1513                          SUPERSEDED SURVEY CONTROL
 GC1513
 GC1513  NGVD 29 (??/??/92)  198.268  (m)          650.48   (f) ADJ UNCH    2 0
 GC1513
 GC1513.Superseded values are not recommended for survey control.
 GC1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1513.See file dsdata.txt to determine how the superseded data were derived.
 GC1513
 GC1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF885343(NAD 83)
 GC1513_MARKER: DD = SURVEY DISK
 GC1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1513_STAMPING: I 24-1K 1965
 GC1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1513+STABILITY: SURFACE MOTION
 GC1513
 GC1513  HISTORY     - Date     Condition        Report By
 GC1513  HISTORY     - 1965     MONUMENTED       TNHD
 GC1513  HISTORY     - 1971     GOOD             NGS
 GC1513  HISTORY     - 20010226 GOOD             TNDT
 GC1513
 GC1513                          STATION DESCRIPTION
 GC1513
 GC1513'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1513'6.2 MI NW FROM PLEASANT VIEW.
 GC1513'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC1513'PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41A FOR 6.2 MILES TO
 GC1513'A GRAVELED ROAD ON THE RIGHT AND THE HOME OF W.C. STROUD AND THE
 GC1513'MARK ON THE LEFT, 36 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC1513'U.S. HIGHWAY 41A, 2 FEET EAST OF TELEPHONE POLE NO. 79 AND 2.5
 GC1513'FEET EAST OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1513'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1513'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1513
 GC1513                          STATION RECOVERY (1971)
 GC1513
 GC1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1513'RECOVERED IN GOOD CONDITION.
 GC1513
 GC1513                          STATION RECOVERY (2001)
 GC1513
 GC1513'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1515 ***********************************************************************
 GC1515  DESIGNATION -  I24 1 L RESET
 GC1515  PID         -  GC1515
 GC1515  STATE/COUNTY-  TN/ROBERTSON
 GC1515  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1515
 GC1515                         *CURRENT SURVEY CONTROL
 GC1515  ___________________________________________________________________
 GC1515* NAD 83(1986)-  36 27 35.     (N)    087 07 10.     (W)     SCALED    
 GC1515* NAVD 88     -       204.66   (meters)     671.5    (feet)  RESET     
 GC1515  ___________________________________________________________________
 GC1515  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1515
 GC1515  VERT ORDER  -  THIRD
 GC1515
 GC1515.The horizontal coordinates were scaled from a topographic map and have
 GC1515.an estimated accuracy of +/- 6 seconds.
 GC1515
 GC1515.The orthometric height was computed from unverified reset data.
 GC1515
 GC1515.The geoid height was determined by GEOID03.
 GC1515
 GC1515;                    North         East    Units  Estimated Accuracy
 GC1515;SPC TN       -   236,500.      499,660.      MT  (+/- 180 meters Scaled)
 GC1515
 GC1515                          SUPERSEDED SURVEY CONTROL
 GC1515
 GC1515.No superseded survey control is available for this station.
 GC1515
 GC1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF892349(NAD 83)
 GC1515_MARKER: DD = SURVEY DISK
 GC1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1515_STAMPING: I24-1L RESET 1971
 GC1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1515+STABILITY: SURFACE MOTION
 GC1515
 GC1515  HISTORY     - Date     Condition        Report By
 GC1515  HISTORY     - 1971     MONUMENTED       NGS
 GC1515
 GC1515                          STATION DESCRIPTION
 GC1515
 GC1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1515'6.4 MI NW FROM PLEASANT VIEW.
 GC1515'FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 IN
 GC1515'PLEASANT VIEW, GO NORTHWESTERLY ALONG U.S. HIGHWAY 41A FOR 6.1
 GC1515'MILES TO COUNTY ROUTE R-7504 (STROUDSVILLE ROAD) ON THE RIGHT.
 GC1515'HERE TURN RIGHT ON COUNTY ROAD R-7504 AND GO NORTHERLY FOR 0.65
 GC1515'OF A MILE TO THE MARK ON THE LEFT ALONG THE RIGHT-OF-WAY FENCE
 GC1515'AS DESCRIBED.  THE MARK IS APPROXIMATELY 0.2 OF A MILE SOUTHWEST
 GC1515'OF THE STROUDSVILLE ROAD GRADE SEPERATION OVERPASS OF INTERSTATE
 GC1515'ROUTE 24, 65 FEET WEST OF THE APPROXIMATE CENTER OF STROUDSVILLE
 GC1515'ROAD, 46 FEET SOUTH OF A JOG IN THE RIGHT-OF-WAY FENCE, 0.8 OF A
 GC1515'FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND 0.5 OF A FOOT
 GC1515'WEST OF THE RIGHT-OF-WAY FENCE.  IT IS A STANDARD C AND GS BENCH
 GC1515'MARK DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 GC1515'THAT PROJECTS 3 INCHES AD THE DISK IS STAMPED I24-1L RESET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1516 ***********************************************************************
 GC1516  DESIGNATION -  I24 1 M
 GC1516  PID         -  GC1516
 GC1516  STATE/COUNTY-  TN/CHEATHAM
 GC1516  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1516
 GC1516                         *CURRENT SURVEY CONTROL
 GC1516  ___________________________________________________________________
 GC1516* NAD 83(1986)-  36 26 50.     (N)    087 06 45.     (W)     SCALED    
 GC1516* NAVD 88     -       210.222  (meters)     689.70   (feet)  ADJUSTED  
 GC1516  ___________________________________________________________________
 GC1516  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1516  DYNAMIC HT  -         210.048 (meters)     689.13  (feet)  COMP
 GC1516  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC1516
 GC1516  VERT ORDER  -  SECOND    CLASS 0
 GC1516
 GC1516.The horizontal coordinates were scaled from a topographic map and have
 GC1516.an estimated accuracy of +/- 6 seconds.
 GC1516
 GC1516.The orthometric height was determined by differential leveling
 GC1516.and adjusted by the National Geodetic Survey in June 1991..
 GC1516
 GC1516.The geoid height was determined by GEOID03.
 GC1516
 GC1516.The dynamic height is computed by dividing the NAVD 88
 GC1516.geopotential number by the normal gravity value computed on the
 GC1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1516.degrees latitude (g = 980.6199 gals.).
 GC1516
 GC1516.The modeled gravity was interpolated from observed gravity values.
 GC1516
 GC1516;                    North         East    Units  Estimated Accuracy
 GC1516;SPC TN       -   235,110.      500,260.      MT  (+/- 180 meters Scaled)
 GC1516
 GC1516                          SUPERSEDED SURVEY CONTROL
 GC1516
 GC1516  NGVD 29 (??/??/92)  210.284  (m)          689.91   (f) ADJ UNCH    2 0
 GC1516
 GC1516.Superseded values are not recommended for survey control.
 GC1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1516.See file dsdata.txt to determine how the superseded data were derived.
 GC1516
 GC1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF899335(NAD 83)
 GC1516_MARKER: DD = SURVEY DISK
 GC1516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1516_SP_SET: CULVERT
 GC1516_STAMPING: I 24-1M 1965
 GC1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1516
 GC1516  HISTORY     - Date     Condition        Report By
 GC1516  HISTORY     - 1965     MONUMENTED       TNHD
 GC1516  HISTORY     - 1971     GOOD             NGS
 GC1516  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC1516
 GC1516                          STATION DESCRIPTION
 GC1516
 GC1516'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1516'5.3 MI NW FROM PLEASANT VIEW.
 GC1516'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC1516'PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41A FOR 5.3 MILES
 GC1516'TO THE MARK ON THE LEFT, APPROXIMATELY 150 FEET SOUTHWEST OF A
 GC1516'SMALL GRAY HOUSE, 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC1516'U.S. HIGHWAY 41A AND 20 FEET NORTHEAST OF POWER POLE NO. J225T6.
 GC1516'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GC1516'FLUSH IN A DRILL HILE IN THE APPROXIMATE CENTER OF THE FACE OF
 GC1516'THE SOUTH END OF A 4-FOOT CONCRETE BOX CULVERT.  (VERTICAL MARK).
 GC1516
 GC1516                          STATION RECOVERY (1971)
 GC1516
 GC1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1516'RECOVERED IN GOOD CONDITION.
 GC1516
 GC1516                          STATION RECOVERY (2001)
 GC1516
 GC1516'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1521 ***********************************************************************
 GC1521  DESIGNATION -  I24 1 N
 GC1521  PID         -  GC1521
 GC1521  STATE/COUNTY-  TN/ROBERTSON
 GC1521  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1521
 GC1521                         *CURRENT SURVEY CONTROL
 GC1521  ___________________________________________________________________
 GC1521* NAD 83(1986)-  36 26 12.     (N)    087 05 17.     (W)     SCALED    
 GC1521* NAVD 88     -       209.250  (meters)     686.51   (feet)  ADJUSTED  
 GC1521  ___________________________________________________________________
 GC1521  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1521  DYNAMIC HT  -         209.076 (meters)     685.94  (feet)  COMP
 GC1521  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GC1521
 GC1521  VERT ORDER  -  SECOND    CLASS 0
 GC1521
 GC1521.The horizontal coordinates were scaled from a topographic map and have
 GC1521.an estimated accuracy of +/- 6 seconds.
 GC1521
 GC1521.The orthometric height was determined by differential leveling
 GC1521.and adjusted by the National Geodetic Survey in June 1991..
 GC1521
 GC1521.The geoid height was determined by GEOID03.
 GC1521
 GC1521.The dynamic height is computed by dividing the NAVD 88
 GC1521.geopotential number by the normal gravity value computed on the
 GC1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1521.degrees latitude (g = 980.6199 gals.).
 GC1521
 GC1521.The modeled gravity was interpolated from observed gravity values.
 GC1521
 GC1521;                    North         East    Units  Estimated Accuracy
 GC1521;SPC TN       -   233,910.      502,440.      MT  (+/- 180 meters Scaled)
 GC1521
 GC1521                          SUPERSEDED SURVEY CONTROL
 GC1521
 GC1521  NGVD 29 (??/??/92)  209.311  (m)          686.71   (f) ADJ UNCH    2 0
 GC1521
 GC1521.Superseded values are not recommended for survey control.
 GC1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1521.See file dsdata.txt to determine how the superseded data were derived.
 GC1521
 GC1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF921323(NAD 83)
 GC1521_MARKER: DD = SURVEY DISK
 GC1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1521_STAMPING: I 24-1N 1965
 GC1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1521+STABILITY: SURFACE MOTION
 GC1521
 GC1521  HISTORY     - Date     Condition        Report By
 GC1521  HISTORY     - 1965     MONUMENTED       TNHD
 GC1521  HISTORY     - 1971     GOOD             NGS
 GC1521  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC1521
 GC1521                          STATION DESCRIPTION
 GC1521
 GC1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1521'3.9 MI NW FROM PLEASANT VIEW.
 GC1521'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  FROM THE
 GC1521'JUNCTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 IN PLEASANT
 GC1521'VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY 41A FOR 3.9 MILES TO THE
 GC1521'MARK ON THE LEFT, ABOUT 190 FEET NORTHWEST OF THE SOUTHWEST END
 GC1521'OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 41A, ABOUT 150 FEET
 GC1521'SOUTHWEST OF A GRAVELED T ROAD LEADING INTO A SUB-DIVISION,
 GC1521'96 FEET NORTHWEST OF A UTILITY POLE, 36 FEET SOUTHWEST OF THE
 GC1521'APPROXIMATE CENTER OF U.S. HIGHWAY 41A, 6 FEET NORTHEAST OF A
 GC1521'12-INCH MAPLE TREE, AND 4.5 FEET NORTHEAST OF A METAL WITNESS
 GC1521'POST AND SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1521'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC1521'MONUMENT AND THE DISK IS STAMPED I24-1N 1965.
 GC1521
 GC1521                          STATION RECOVERY (2001)
 GC1521
 GC1521'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (LFM)
 GC1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1523 ***********************************************************************
 GC1523  DESIGNATION -  I24 1 P RESET
 GC1523  PID         -  GC1523
 GC1523  STATE/COUNTY-  TN/ROBERTSON
 GC1523  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1523
 GC1523                         *CURRENT SURVEY CONTROL
 GC1523  ___________________________________________________________________
 GC1523* NAD 83(1986)-  36 25 58.     (N)    087 04 28.     (W)     SCALED    
 GC1523* NAVD 88     -       211.91   (meters)     695.2    (feet)  RESET     
 GC1523  ___________________________________________________________________
 GC1523  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1523
 GC1523  VERT ORDER  -  THIRD
 GC1523
 GC1523.The horizontal coordinates were scaled from a topographic map and have
 GC1523.an estimated accuracy of +/- 6 seconds.
 GC1523
 GC1523.The orthometric height was computed from unverified reset data.
 GC1523
 GC1523.The geoid height was determined by GEOID03.
 GC1523
 GC1523;                    North         East    Units  Estimated Accuracy
 GC1523;SPC TN       -   233,470.      503,660.      MT  (+/- 180 meters Scaled)
 GC1523
 GC1523                          SUPERSEDED SURVEY CONTROL
 GC1523
 GC1523.No superseded survey control is available for this station.
 GC1523
 GC1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF933319(NAD 83)
 GC1523_MARKER: DD = SURVEY DISK
 GC1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1523_SP_SET: CULVERT
 GC1523_STAMPING: I64-1P RESET 1972
 GC1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1523
 GC1523  HISTORY     - Date     Condition        Report By
 GC1523  HISTORY     - 1972     MONUMENTED       NGS
 GC1523
 GC1523                          STATION DESCRIPTION
 GC1523
 GC1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GC1523'3.5 MI NW FROM PLEASANT VIEW.
 GC1523'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC1523'PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41A FOR 3.8 MILES TO
 GC1523'A PAVED ROAD ON THE RIGHT BEFORE REACHING A SHELL SERVICE STATION,
 GC1523'HERE TURN RIGHT ON OLD GAUSE ROAD AND GO EASTERLY FOR 0.4 OF A
 GC1523'MILE TO THE DEAD-END OF THE ROAD AT INTERSTATE ROUTE 24 AND THE
 GC1523'MARK ON THE LEFT AS DESCRIBED.  IT IS ABOUT 750 FEET NORTHWEST
 GC1523'OF THE NEW GAUSE ROAD OVERPASS OF INTERSTATE ROUTE 24, 85 FEET
 GC1523'NORTH OF A CONCRETE RIGHT-OF-WAY MARKER POST IN A JOG OF THE
 GC1523'RIGHT-OF-WAY FENCE, 62 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GC1523'A LARGE BARN, 54 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 GC1523'MARKER IN ANOTHER JOG IN THE RIGHT-OF-WAY FENCE, 53 FEET
 GC1523'NORTH-NORTHWEST OF A 24-INCH SHAGBARK HICKORY TREE, 43 FEET NORTH
 GC1523'OF A 24-INCH WHITE OAK TREE, 42 FEET SOUTHWEST OF THE APPROXIMATE
 GC1523'CENTER OF THE SOUTHEAST BOUND LANES OF INTERSTATE ROUTE 24, AND
 GC1523'41.8 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1523'STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE CENTER OF A
 GC1523'CONCRETE HEADWALL FOR A 24-INCH CONCRETE CULVERT AND THE DISK
 GC1523'IS STAMPED I24-1P RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1525 ***********************************************************************
 GC1525  DESIGNATION -  I24 1 R
 GC1525  PID         -  GC1525
 GC1525  STATE/COUNTY-  TN/ROBERTSON
 GC1525  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1525
 GC1525                         *CURRENT SURVEY CONTROL
 GC1525  ___________________________________________________________________
 GC1525* NAD 83(1986)-  36 25 18.     (N)    087 03 41.     (W)     SCALED    
 GC1525* NAVD 88     -       220.934  (meters)     724.85   (feet)  ADJUSTED  
 GC1525  ___________________________________________________________________
 GC1525  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1525  DYNAMIC HT  -         220.750 (meters)     724.24  (feet)  COMP
 GC1525  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 GC1525
 GC1525  VERT ORDER  -  SECOND    CLASS 0
 GC1525
 GC1525.The horizontal coordinates were scaled from a topographic map and have
 GC1525.an estimated accuracy of +/- 6 seconds.
 GC1525
 GC1525.The orthometric height was determined by differential leveling
 GC1525.and adjusted by the National Geodetic Survey in June 1991..
 GC1525
 GC1525.The geoid height was determined by GEOID03.
 GC1525
 GC1525.The dynamic height is computed by dividing the NAVD 88
 GC1525.geopotential number by the normal gravity value computed on the
 GC1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1525.degrees latitude (g = 980.6199 gals.).
 GC1525
 GC1525.The modeled gravity was interpolated from observed gravity values.
 GC1525
 GC1525;                    North         East    Units  Estimated Accuracy
 GC1525;SPC TN       -   232,220.      504,820.      MT  (+/- 180 meters Scaled)
 GC1525
 GC1525                          SUPERSEDED SURVEY CONTROL
 GC1525
 GC1525  NGVD 29 (??/??/92)  220.994  (m)          725.04   (f) ADJ UNCH    2 0
 GC1525
 GC1525.Superseded values are not recommended for survey control.
 GC1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1525.See file dsdata.txt to determine how the superseded data were derived.
 GC1525
 GC1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF944307(NAD 83)
 GC1525_MARKER: DD = SURVEY DISK
 GC1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1525_STAMPING: I 24-1R 1965
 GC1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1525+STABILITY: SURFACE MOTION
 GC1525
 GC1525  HISTORY     - Date     Condition        Report By
 GC1525  HISTORY     - 1965     MONUMENTED       TNHD
 GC1525  HISTORY     - 1971     GOOD             NGS
 GC1525
 GC1525                          STATION DESCRIPTION
 GC1525
 GC1525'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1525'2.3 MI NW FROM PLEASANT VIEW.
 GC1525'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC1525'PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41A FOR 2.3 MILES TO
 GC1525'A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE ON THE
 GC1525'GRAVELED ROAD TO A WOODEN BARN AND THE MARK ON THE RIGHT, 15 FEET
 GC1525'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 27 FEET WEST
 GC1525'OF A FENCE CORNER, 2.5 FEET NORTH NORTHWEST OF A FENCE LINE, AND
 GC1525'1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1525'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1525'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1525
 GC1525                          STATION RECOVERY (1971)
 GC1525
 GC1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0856 ***********************************************************************
 GC0856  DESIGNATION -  I24 1 S
 GC0856  PID         -  GC0856
 GC0856  STATE/COUNTY-  TN/ROBERTSON
 GC0856  USGS QUAD   -  FOREST GROVE (1994)
 GC0856
 GC0856                         *CURRENT SURVEY CONTROL
 GC0856  ___________________________________________________________________
 GC0856* NAD 83(1986)-  36 22 17.     (N)    086 59 01.     (W)     SCALED    
 GC0856* NAVD 88     -       152.979  (meters)     501.90   (feet)  ADJUSTED  
 GC0856  ___________________________________________________________________
 GC0856  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0856  DYNAMIC HT  -         152.848 (meters)     501.47  (feet)  COMP
 GC0856  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GC0856
 GC0856  VERT ORDER  -  SECOND    CLASS 0
 GC0856
 GC0856.The horizontal coordinates were scaled from a topographic map and have
 GC0856.an estimated accuracy of +/- 6 seconds.
 GC0856
 GC0856.The orthometric height was determined by differential leveling
 GC0856.and adjusted by the National Geodetic Survey in June 1991..
 GC0856
 GC0856.The geoid height was determined by GEOID03.
 GC0856
 GC0856.The dynamic height is computed by dividing the NAVD 88
 GC0856.geopotential number by the normal gravity value computed on the
 GC0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0856.degrees latitude (g = 980.6199 gals.).
 GC0856
 GC0856.The modeled gravity was interpolated from observed gravity values.
 GC0856
 GC0856;                    North         East    Units  Estimated Accuracy
 GC0856;SPC TN       -   226,570.      511,730.      MT  (+/- 180 meters Scaled)
 GC0856
 GC0856                          SUPERSEDED SURVEY CONTROL
 GC0856
 GC0856  NGVD 29 (??/??/92)  153.032  (m)          502.07   (f) ADJ UNCH    2 0
 GC0856
 GC0856.Superseded values are not recommended for survey control.
 GC0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0856.See file dsdata.txt to determine how the superseded data were derived.
 GC0856
 GC0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF014251(NAD 83)
 GC0856_MARKER: DD = SURVEY DISK
 GC0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0856_SP_SET: BRIDGE
 GC0856_STAMPING: I 24-1S 1965
 GC0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0856
 GC0856  HISTORY     - Date     Condition        Report By
 GC0856  HISTORY     - 1965     MONUMENTED       TNHD
 GC0856
 GC0856                          STATION DESCRIPTION
 GC0856
 GC0856'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0856'3.1 MI SE FROM PLEASANT VIEW.
 GC0856'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A
 GC0856'AT PLEASANT VIEW, GO SOUTHEAST FOR 3.1 MILES ON U.S. HIGHWAY 41A
 GC0856'TO A PAVED ROAD ON THE LEFT, TURN LEFT ON THE PAVED ROAD AND
 GC0856'GO 0.2 MILE TO A BRIDGE OVER A SMALL CREEK AND THE MARK ON THE
 GC0856'LEFT, 8 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD,
 GC0856'40 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD
 GC0856'LEADING EAST AND APPROXIMATELY 1 FOOT BELOW THE SURFACE OF THE
 GC0856'PAVED ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC0856'CEMENTED FLUSH IN A DRILL HOLE IN THE NORTHEAST WINGWALL OF THE
 GC0856'NORTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0857 ***********************************************************************
 GC0857  DESIGNATION -  I24 1 T
 GC0857  PID         -  GC0857
 GC0857  STATE/COUNTY-  TN/CHEATHAM
 GC0857  USGS QUAD   -  FOREST GROVE (1994)
 GC0857
 GC0857                         *CURRENT SURVEY CONTROL
 GC0857  ___________________________________________________________________
 GC0857* NAD 83(1986)-  36 21 41.     (N)    086 58 05.     (W)     SCALED    
 GC0857* NAVD 88     -       210.500  (meters)     690.62   (feet)  ADJUSTED  
 GC0857  ___________________________________________________________________
 GC0857  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0857  DYNAMIC HT  -         210.320 (meters)     690.02  (feet)  COMP
 GC0857  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GC0857
 GC0857  VERT ORDER  -  SECOND    CLASS 0
 GC0857
 GC0857.The horizontal coordinates were scaled from a topographic map and have
 GC0857.an estimated accuracy of +/- 6 seconds.
 GC0857
 GC0857.The orthometric height was determined by differential leveling
 GC0857.and adjusted by the National Geodetic Survey in June 1991..
 GC0857
 GC0857.The geoid height was determined by GEOID03.
 GC0857
 GC0857.The dynamic height is computed by dividing the NAVD 88
 GC0857.geopotential number by the normal gravity value computed on the
 GC0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0857.degrees latitude (g = 980.6199 gals.).
 GC0857
 GC0857.The modeled gravity was interpolated from observed gravity values.
 GC0857
 GC0857;                    North         East    Units  Estimated Accuracy
 GC0857;SPC TN       -   225,440.      513,120.      MT  (+/- 180 meters Scaled)
 GC0857
 GC0857                          SUPERSEDED SURVEY CONTROL
 GC0857
 GC0857  NGVD 29 (??/??/92)  210.552  (m)          690.79   (f) ADJ UNCH    2 0
 GC0857
 GC0857.Superseded values are not recommended for survey control.
 GC0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0857.See file dsdata.txt to determine how the superseded data were derived.
 GC0857
 GC0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF028240(NAD 83)
 GC0857_MARKER: DD = SURVEY DISK
 GC0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0857_SP_SET: CULVERT
 GC0857_STAMPING: I 24-1T 1965
 GC0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0857
 GC0857  HISTORY     - Date     Condition        Report By
 GC0857  HISTORY     - 1965     MONUMENTED       TNHD
 GC0857
 GC0857                          STATION DESCRIPTION
 GC0857
 GC0857'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0857'4 MI SE FROM PLEASANT VIEW.
 GC0857'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC0857'PLEASANT VIEW, GO SOUTHEAST FOR 4.1 MILES ON U.S. HIGHWAY 41A
 GC0857'TO THE MARK ON THE RIGHT, 62 FEET NORTHWEST OF A POWER POLE,
 GC0857'32 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE TWO SOUTHEAST
 GC0857'BOUND LANES OF U.S. HIGHWAY 41A.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0857'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE 0.8 FOOT NORTHWEST
 GC0857'OF THE SOUTHEAST END OF A 1-FOOT CONCRETE PIPE CULVERT AND
 GC0857'APPROXIMATELY 6 FEET BELOW THE SURACE LEVEL OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0858 ***********************************************************************
 GC0858  DESIGNATION -  I24 1 U
 GC0858  PID         -  GC0858
 GC0858  STATE/COUNTY-  TN/CHEATHAM
 GC0858  USGS QUAD   -  FOREST GROVE (1994)
 GC0858
 GC0858                         *CURRENT SURVEY CONTROL
 GC0858  ___________________________________________________________________
 GC0858* NAD 83(1986)-  36 21 48.     (N)    086 57 41.     (W)     SCALED    
 GC0858* NAVD 88     -       205.865  (meters)     675.41   (feet)  ADJUSTED  
 GC0858  ___________________________________________________________________
 GC0858  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0858  DYNAMIC HT  -         205.690 (meters)     674.83  (feet)  COMP
 GC0858  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GC0858
 GC0858  VERT ORDER  -  SECOND    CLASS 0
 GC0858
 GC0858.The horizontal coordinates were scaled from a topographic map and have
 GC0858.an estimated accuracy of +/- 6 seconds.
 GC0858
 GC0858.The orthometric height was determined by differential leveling
 GC0858.and adjusted by the National Geodetic Survey in June 1991..
 GC0858
 GC0858.The geoid height was determined by GEOID03.
 GC0858
 GC0858.The dynamic height is computed by dividing the NAVD 88
 GC0858.geopotential number by the normal gravity value computed on the
 GC0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0858.degrees latitude (g = 980.6199 gals.).
 GC0858
 GC0858.The modeled gravity was interpolated from observed gravity values.
 GC0858
 GC0858;                    North         East    Units  Estimated Accuracy
 GC0858;SPC TN       -   225,650.      513,720.      MT  (+/- 180 meters Scaled)
 GC0858
 GC0858                          SUPERSEDED SURVEY CONTROL
 GC0858
 GC0858  NGVD 29 (??/??/92)  205.915  (m)          675.57   (f) ADJ UNCH    2 0
 GC0858
 GC0858.Superseded values are not recommended for survey control.
 GC0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0858.See file dsdata.txt to determine how the superseded data were derived.
 GC0858
 GC0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF034242(NAD 83)
 GC0858_MARKER: DD = SURVEY DISK
 GC0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0858_STAMPING: I 24-1U 1965
 GC0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0858+STABILITY: SURFACE MOTION
 GC0858
 GC0858  HISTORY     - Date     Condition        Report By
 GC0858  HISTORY     - 1965     MONUMENTED       TNHD
 GC0858
 GC0858                          STATION DESCRIPTION
 GC0858
 GC0858'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0858'4.6 MI SE FROM PLEASANT VIEW.
 GC0858'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A AT
 GC0858'PLEASANT VIEW, GO SOUTHEAST FOR 4.6 MILES ON U.S. HIGHWAY 41A
 GC0858'TO A GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO 0.4 MILE TO THE
 GC0858'MARK ON THE RIGHT, 56 FEET EAST OF A TELEPHONE POLE, 24 FEET
 GC0858'NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6
 GC0858'FEET SOUTHWEST OF A 30-INCH OAK TREE AND 3.0 FEET EAST OF A
 GC0858'METAL WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE
 GC0858'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0858'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0874 ***********************************************************************
 GC0874  DESIGNATION -  I24 10
 GC0874  PID         -  GC0874
 GC0874  STATE/COUNTY-  TN/DAVIDSON
 GC0874  USGS QUAD   -  FOREST GROVE (1994)
 GC0874
 GC0874                         *CURRENT SURVEY CONTROL
 GC0874  ___________________________________________________________________
 GC0874* NAD 83(1986)-  36 19 34.     (N)    086 53 13.     (W)     SCALED    
 GC0874* NAVD 88     -       251.989  (meters)     826.73   (feet)  ADJUSTED  
 GC0874  ___________________________________________________________________
 GC0874  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0874  DYNAMIC HT  -         251.772 (meters)     826.02  (feet)  COMP
 GC0874  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GC0874
 GC0874  VERT ORDER  -  SECOND    CLASS 0
 GC0874
 GC0874.The horizontal coordinates were scaled from a topographic map and have
 GC0874.an estimated accuracy of +/- 6 seconds.
 GC0874
 GC0874.The orthometric height was determined by differential leveling
 GC0874.and adjusted by the National Geodetic Survey in June 1991..
 GC0874
 GC0874.The geoid height was determined by GEOID03.
 GC0874
 GC0874.The dynamic height is computed by dividing the NAVD 88
 GC0874.geopotential number by the normal gravity value computed on the
 GC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0874.degrees latitude (g = 980.6199 gals.).
 GC0874
 GC0874.The modeled gravity was interpolated from observed gravity values.
 GC0874
 GC0874;                    North         East    Units  Estimated Accuracy
 GC0874;SPC TN       -   221,460.      520,360.      MT  (+/- 180 meters Scaled)
 GC0874
 GC0874                          SUPERSEDED SURVEY CONTROL
 GC0874
 GC0874  NGVD 29 (??/??/92)  252.034  (m)          826.88   (f) ADJ UNCH    2 0
 GC0874
 GC0874.Superseded values are not recommended for survey control.
 GC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0874.See file dsdata.txt to determine how the superseded data were derived.
 GC0874
 GC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF101201(NAD 83)
 GC0874_MARKER: DD = SURVEY DISK
 GC0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0874_STAMPING: I 24-10 1965
 GC0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0874+STABILITY: SURFACE MOTION
 GC0874
 GC0874  HISTORY     - Date     Condition        Report By
 GC0874  HISTORY     - 1965     MONUMENTED       TNHD
 GC0874
 GC0874                          STATION DESCRIPTION
 GC0874
 GC0874'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0874'1 MI NW FROM JOELTON.
 GC0874'AT THE INTERSECTION OF BIDWELL ROAD AND BINKELY ROAD, ABOUT 1
 GC0874'MILE NORTHWEST OF JOELTON, 24 FEET WEST OF THE APPROXIMATE
 GC0874'CENTER OF BIDWELL ROAD, 3 FEET NORTH OF POWER POLE NO. 10
 GC0874'AND 1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC0874'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC0874'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0873 ***********************************************************************
 GC0873  DESIGNATION -  I24 11
 GC0873  PID         -  GC0873
 GC0873  STATE/COUNTY-  TN/DAVIDSON
 GC0873  USGS QUAD   -  FOREST GROVE (1994)
 GC0873
 GC0873                         *CURRENT SURVEY CONTROL
 GC0873  ___________________________________________________________________
 GC0873* NAD 83(1986)-  36 19 13.     (N)    086 53 51.     (W)     SCALED    
 GC0873* NAVD 88     -       224.244  (meters)     735.71   (feet)  ADJUSTED  
 GC0873  ___________________________________________________________________
 GC0873  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0873  DYNAMIC HT  -         224.051 (meters)     735.07  (feet)  COMP
 GC0873  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GC0873
 GC0873  VERT ORDER  -  SECOND    CLASS 0
 GC0873
 GC0873.The horizontal coordinates were scaled from a topographic map and have
 GC0873.an estimated accuracy of +/- 6 seconds.
 GC0873
 GC0873.The orthometric height was determined by differential leveling
 GC0873.and adjusted by the National Geodetic Survey in June 1991..
 GC0873
 GC0873.The geoid height was determined by GEOID03.
 GC0873
 GC0873.The dynamic height is computed by dividing the NAVD 88
 GC0873.geopotential number by the normal gravity value computed on the
 GC0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0873.degrees latitude (g = 980.6199 gals.).
 GC0873
 GC0873.The modeled gravity was interpolated from observed gravity values.
 GC0873
 GC0873;                    North         East    Units  Estimated Accuracy
 GC0873;SPC TN       -   220,820.      519,410.      MT  (+/- 180 meters Scaled)
 GC0873
 GC0873                          SUPERSEDED SURVEY CONTROL
 GC0873
 GC0873  NGVD 29 (??/??/92)  224.292  (m)          735.86   (f) ADJ UNCH    2 0
 GC0873
 GC0873.Superseded values are not recommended for survey control.
 GC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0873.See file dsdata.txt to determine how the superseded data were derived.
 GC0873
 GC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF092194(NAD 83)
 GC0873_MARKER: DD = SURVEY DISK
 GC0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0873_SP_SET: CULVERT
 GC0873_STAMPING: I 24-11 1965
 GC0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0873
 GC0873  HISTORY     - Date     Condition        Report By
 GC0873  HISTORY     - 1965     MONUMENTED       TNHD
 GC0873
 GC0873                          STATION DESCRIPTION
 GC0873
 GC0873'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0873'1.8 MI W FROM JOELTON.
 GC0873'FROM THE ST. LAWRENCE CHURCH AND SCHOOL ON U.S. HIGHWAY 41A,
 GC0873'ABOUT 2 MILES SOUTHWEST OF JOELTON, FOLLOW U.S. HIGHWAY 41A
 GC0873'NORTHERLY AND WESTERLY FOR 2.4 MILES TO THE JUNCTION OF OLD
 GC0873'CLARKSVILLE PIKE ON THE RIGHT, CONTINUE WESTERLY FOR 0.5 MILE
 GC0873'TO THE MARK ON THE RIGHT, ABOUT 280 FEET EAST OF A DRIVE LEADING
 GC0873'TO THE O.A. FELTS CABINET SHOP AND 30 FEET NORTH OF THE APPROXIMATE
 GC0873'CENTER OF U.S. HIGHWAY 41A.  THE MARK IS A STANDARD TENNESSEE
 GC0873'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN THE
 GC0873'TOP OF THE WEST END OF THE NORTH HEADWALL OF A 3-FOOT BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0872 ***********************************************************************
 GC0872  DESIGNATION -  I24 12
 GC0872  PID         -  GC0872
 GC0872  STATE/COUNTY-  TN/DAVIDSON
 GC0872  USGS QUAD   -  FOREST GROVE (1994)
 GC0872
 GC0872                         *CURRENT SURVEY CONTROL
 GC0872  ___________________________________________________________________
 GC0872* NAD 83(1986)-  36 19 48.     (N)    086 54 16.     (W)     SCALED    
 GC0872* NAVD 88     -       216.605  (meters)     710.64   (feet)  ADJUSTED  
 GC0872  ___________________________________________________________________
 GC0872  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0872  DYNAMIC HT  -         216.418 (meters)     710.03  (feet)  COMP
 GC0872  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 GC0872
 GC0872  VERT ORDER  -  SECOND    CLASS 0
 GC0872
 GC0872.The horizontal coordinates were scaled from a topographic map and have
 GC0872.an estimated accuracy of +/- 6 seconds.
 GC0872
 GC0872.The orthometric height was determined by differential leveling
 GC0872.and adjusted by the National Geodetic Survey in June 1991..
 GC0872
 GC0872.The geoid height was determined by GEOID03.
 GC0872
 GC0872.The dynamic height is computed by dividing the NAVD 88
 GC0872.geopotential number by the normal gravity value computed on the
 GC0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0872.degrees latitude (g = 980.6199 gals.).
 GC0872
 GC0872.The modeled gravity was interpolated from observed gravity values.
 GC0872
 GC0872;                    North         East    Units  Estimated Accuracy
 GC0872;SPC TN       -   221,910.      518,800.      MT  (+/- 180 meters Scaled)
 GC0872
 GC0872                          SUPERSEDED SURVEY CONTROL
 GC0872
 GC0872  NGVD 29 (??/??/92)  216.653  (m)          710.80   (f) ADJ UNCH    2 0
 GC0872
 GC0872.Superseded values are not recommended for survey control.
 GC0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0872.See file dsdata.txt to determine how the superseded data were derived.
 GC0872
 GC0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF085205(NAD 83)
 GC0872_MARKER: DD = SURVEY DISK
 GC0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0872_STAMPING: I 24-12 1965
 GC0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0872+STABILITY: SURFACE MOTION
 GC0872
 GC0872  HISTORY     - Date     Condition        Report By
 GC0872  HISTORY     - 1965     MONUMENTED       TNHD
 GC0872
 GC0872                          STATION DESCRIPTION
 GC0872
 GC0872'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0872'2.5 MI NW FROM JOELTON.
 GC0872'FROM THE ST. LAWRENCE CHURCH AND SCHOOL, ON U.S. HIGHWAY 41A,
 GC0872'ABOUT 2 MILES SOUTHWEST OF JOELTON, FOLLOW U.S. HIGHWAY 41A
 GC0872'NORTHWESTERLY AND WESTERLY FOR 3.4 MILES TO DOUGLAS ROAD ON THE
 GC0872'RIGHT, TURN RIGHT ON DOUGLAS ROAD AND GO 0.5 MILE TO THE MARK
 GC0872'ON THE LEFT, (NEAR THE HOME OF HOMER DOUGLAS), 100 FEET SOUTH OF
 GC0872'HOMER DOUGLAS MAILBOX, 51 FEET SOUTHWEST OF THE INTERSECTION
 GC0872'OF A DRIVEWAY LEADING TO A BROWN FRAME HOUSE, 25 FEET NORTHWEST
 GC0872'OF THE APPROXIMATE CENTER OF DOUGLAS ROAD, AND 1.8 FEET EAST
 GC0872'OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE
 GC0872'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0872'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0868 ***********************************************************************
 GC0868  DESIGNATION -  I24 13
 GC0868  PID         -  GC0868
 GC0868  STATE/COUNTY-  TN/DAVIDSON
 GC0868  USGS QUAD   -  FOREST GROVE (1994)
 GC0868
 GC0868                         *CURRENT SURVEY CONTROL
 GC0868  ___________________________________________________________________
 GC0868* NAD 83(1986)-  36 20 03.     (N)    086 54 51.     (W)     SCALED    
 GC0868* NAVD 88     -       240.063  (meters)     787.61   (feet)  ADJUSTED  
 GC0868  ___________________________________________________________________
 GC0868  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0868  DYNAMIC HT  -         239.857 (meters)     786.93  (feet)  COMP
 GC0868  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GC0868
 GC0868  VERT ORDER  -  SECOND    CLASS 0
 GC0868
 GC0868.The horizontal coordinates were scaled from a topographic map and have
 GC0868.an estimated accuracy of +/- 6 seconds.
 GC0868
 GC0868.The orthometric height was determined by differential leveling
 GC0868.and adjusted by the National Geodetic Survey in June 1991..
 GC0868
 GC0868.The geoid height was determined by GEOID03.
 GC0868
 GC0868.The dynamic height is computed by dividing the NAVD 88
 GC0868.geopotential number by the normal gravity value computed on the
 GC0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0868.degrees latitude (g = 980.6199 gals.).
 GC0868
 GC0868.The modeled gravity was interpolated from observed gravity values.
 GC0868
 GC0868;                    North         East    Units  Estimated Accuracy
 GC0868;SPC TN       -   222,380.      517,930.      MT  (+/- 180 meters Scaled)
 GC0868
 GC0868                          SUPERSEDED SURVEY CONTROL
 GC0868
 GC0868  NGVD 29 (??/??/92)  240.110  (m)          787.76   (f) ADJ UNCH    2 0
 GC0868
 GC0868.Superseded values are not recommended for survey control.
 GC0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0868.See file dsdata.txt to determine how the superseded data were derived.
 GC0868
 GC0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF077210(NAD 83)
 GC0868_MARKER: DD = SURVEY DISK
 GC0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0868_STAMPING: I 24-13 1965
 GC0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0868+STABILITY: SURFACE MOTION
 GC0868
 GC0868  HISTORY     - Date     Condition        Report By
 GC0868  HISTORY     - 1965     MONUMENTED       TNHD
 GC0868
 GC0868                          STATION DESCRIPTION
 GC0868
 GC0868'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0868'3 MI NW FROM JOELTON.
 GC0868'FROM THE JUNCTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A NEAR
 GC0868'PLEASANT VIEW, GO SOUTHEAST ON U.S. HIGHWAY 41A FOR 7.5 MILES
 GC0868'TO THE CHEATHAM-DAVIDSON COUNTY LINE, CONTINUE FOR 0.4 MILE ON
 GC0868'U.S. HIGHWAY 41A TO HARPER ROAD ON THE LEFT, TURN LEFT ON HARPER
 GC0868'ROAD AND GO 0.6 MILE TO THE MARK ON THE RIGHT, 18 FEET NORTH OF
 GC0868'THE APPROXIMATE CENTER OF HARPER ROAD AND 2 FEET SOUTH OF UTILITY
 GC0868'POLE NO. 3441-31.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0868'DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0867 ***********************************************************************
 GC0867  DESIGNATION -  I24 14
 GC0867  PID         -  GC0867
 GC0867  STATE/COUNTY-  TN/CHEATHAM
 GC0867  USGS QUAD   -  FOREST GROVE (1994)
 GC0867
 GC0867                         *CURRENT SURVEY CONTROL
 GC0867  ___________________________________________________________________
 GC0867* NAD 83(1986)-  36 20 09.     (N)    086 55 30.     (W)     SCALED    
 GC0867* NAVD 88     -       239.412  (meters)     785.47   (feet)  ADJUSTED  
 GC0867  ___________________________________________________________________
 GC0867  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0867  DYNAMIC HT  -         239.207 (meters)     784.80  (feet)  COMP
 GC0867  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GC0867
 GC0867  VERT ORDER  -  SECOND    CLASS 0
 GC0867
 GC0867.The horizontal coordinates were scaled from a topographic map and have
 GC0867.an estimated accuracy of +/- 6 seconds.
 GC0867
 GC0867.The orthometric height was determined by differential leveling
 GC0867.and adjusted by the National Geodetic Survey in June 1991..
 GC0867
 GC0867.The geoid height was determined by GEOID03.
 GC0867
 GC0867.The dynamic height is computed by dividing the NAVD 88
 GC0867.geopotential number by the normal gravity value computed on the
 GC0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0867.degrees latitude (g = 980.6199 gals.).
 GC0867
 GC0867.The modeled gravity was interpolated from observed gravity values.
 GC0867
 GC0867;                    North         East    Units  Estimated Accuracy
 GC0867;SPC TN       -   222,570.      516,960.      MT  (+/- 180 meters Scaled)
 GC0867
 GC0867                          SUPERSEDED SURVEY CONTROL
 GC0867
 GC0867  NGVD 29 (??/??/92)  239.461  (m)          785.63   (f) ADJ UNCH    2 0
 GC0867
 GC0867.Superseded values are not recommended for survey control.
 GC0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0867.See file dsdata.txt to determine how the superseded data were derived.
 GC0867
 GC0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF067212(NAD 83)
 GC0867_MARKER: DD = SURVEY DISK
 GC0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0867_STAMPING: I 24-14 1965
 GC0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0867+STABILITY: SURFACE MOTION
 GC0867
 GC0867  HISTORY     - Date     Condition        Report By
 GC0867  HISTORY     - 1965     MONUMENTED       TNHD
 GC0867
 GC0867                          STATION DESCRIPTION
 GC0867
 GC0867'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0867'7.1 MI SE FROM PLEASANT VIEW.
 GC0867'FROM THE INTERSECTION OF STATE ROUTE 49 AND U.S. HIGHWAY 41A
 GC0867'AT PLEASANT VIEW, GO SOUTHEAST FOR 7.1 MILES ON U.S. HIGHWAY 41A
 GC0867'TO THE HOME OF G.E. SMITH AND THE MARK ON THE RIGHT, 34 FEET
 GC0867'SOUTHWEST OF THE APPROXIMATE CENTER OF THE SOUTHEAST BOUND LANE
 GC0867'OF U.S. HIGHWAY 41A, 27 FEET SOUTHEAST OF THE APPROXIMATE
 GC0867'CENTER OF A GRAVELED DRIVE LEADING TO THE HOME OF G.E. SMITH
 GC0867'AND 1.6 FEET EAST OF A METAL WITNESS POST WITH SIGN.  IT IS A
 GC0867'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC0867'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1287 ***********************************************************************
 GC1287  DESIGNATION -  I24 1A
 GC1287  PID         -  GC1287
 GC1287  STATE/COUNTY-  TN/MONTGOMERY
 GC1287  USGS QUAD   -  SANGO (1984)
 GC1287
 GC1287                         *CURRENT SURVEY CONTROL
 GC1287  ___________________________________________________________________
 GC1287* NAD 83(1986)-  36 32 20.     (N)    087 14 11.     (W)     SCALED    
 GC1287* NAVD 88     -       146.764  (meters)     481.51   (feet)  ADJUSTED  
 GC1287  ___________________________________________________________________
 GC1287  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC1287  DYNAMIC HT  -         146.644 (meters)     481.11  (feet)  COMP
 GC1287  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GC1287
 GC1287  VERT ORDER  -  SECOND    CLASS 0
 GC1287
 GC1287.The horizontal coordinates were scaled from a topographic map and have
 GC1287.an estimated accuracy of +/- 6 seconds.
 GC1287
 GC1287.The orthometric height was determined by differential leveling
 GC1287.and adjusted by the National Geodetic Survey in June 1991..
 GC1287
 GC1287.The geoid height was determined by GEOID03.
 GC1287
 GC1287.The dynamic height is computed by dividing the NAVD 88
 GC1287.geopotential number by the normal gravity value computed on the
 GC1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1287.degrees latitude (g = 980.6199 gals.).
 GC1287
 GC1287.The modeled gravity was interpolated from observed gravity values.
 GC1287
 GC1287;                    North         East    Units  Estimated Accuracy
 GC1287;SPC TN       -   245,410.      489,290.      MT  (+/- 180 meters Scaled)
 GC1287
 GC1287                          SUPERSEDED SURVEY CONTROL
 GC1287
 GC1287  NGVD 29 (??/??/92)  146.833  (m)          481.73   (f) ADJ UNCH    2 0
 GC1287
 GC1287.Superseded values are not recommended for survey control.
 GC1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1287.See file dsdata.txt to determine how the superseded data were derived.
 GC1287
 GC1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF788437(NAD 83)
 GC1287_MARKER: DD = SURVEY DISK
 GC1287_SETTING: 66 = SET IN ROCK OUTCROP
 GC1287_SP_SET: BEDROCK
 GC1287_STAMPING: I 24-1A 1965
 GC1287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1287+STABILITY: POSITION/ELEVATION WELL
 GC1287
 GC1287  HISTORY     - Date     Condition        Report By
 GC1287  HISTORY     - 1965     MONUMENTED       TNHD
 GC1287
 GC1287                          STATION DESCRIPTION
 GC1287
 GC1287'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1287'1.5 MI S FROM ROSSVIEW.
 GC1287'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 76 AT
 GC1287'THE MEMORIAL HOSPITAL IN CLARKSVILLE, GO 3.6 MILES EAST ON STATE
 GC1287'ROUTE 76 TO THE PISGAH SCHOOL ON THE LEFT, CONTINUE ON STATE
 GC1287'ROUTE 76 FOR 0.8 MILE TO A GRAVELED ROAD ON THE LEFT, TURN LEFT,
 GC1287'AND GO 1.2 MILES ON THE GRAVELED ROAD TO THE MARK ON THE RIGHT,
 GC1287'APPROXIMATELY 250 FEET SOUTH OF A WHITE FRAME HOUSE AT THE END
 GC1287'OF THE GRAVELED ROAD, 28 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC1287'A SMALL TRACK ROAD LEADING TO A BARN AND 18 FEET SOUTHWEST OF
 GC1287'A FENCE LINE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1287'DISK CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1288 ***********************************************************************
 GC1288  DESIGNATION -  I24 1B
 GC1288  PID         -  GC1288
 GC1288  STATE/COUNTY-  TN/MONTGOMERY
 GC1288  USGS QUAD   -  SANGO (1984)
 GC1288
 GC1288                         *CURRENT SURVEY CONTROL
 GC1288  ___________________________________________________________________
 GC1288* NAD 83(1986)-  36 31 16.     (N)    087 14 09.     (W)     SCALED    
 GC1288* NAVD 88     -       156.751  (meters)     514.27   (feet)  ADJUSTED  
 GC1288  ___________________________________________________________________
 GC1288  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GC1288  DYNAMIC HT  -         156.623 (meters)     513.85  (feet)  COMP
 GC1288  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GC1288
 GC1288  VERT ORDER  -  SECOND    CLASS 0
 GC1288
 GC1288.The horizontal coordinates were scaled from a topographic map and have
 GC1288.an estimated accuracy of +/- 6 seconds.
 GC1288
 GC1288.The orthometric height was determined by differential leveling
 GC1288.and adjusted by the National Geodetic Survey in June 1991..
 GC1288
 GC1288.The geoid height was determined by GEOID03.
 GC1288
 GC1288.The dynamic height is computed by dividing the NAVD 88
 GC1288.geopotential number by the normal gravity value computed on the
 GC1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1288.degrees latitude (g = 980.6199 gals.).
 GC1288
 GC1288.The modeled gravity was interpolated from observed gravity values.
 GC1288
 GC1288;                    North         East    Units  Estimated Accuracy
 GC1288;SPC TN       -   243,440.      489,310.      MT  (+/- 180 meters Scaled)
 GC1288
 GC1288                          SUPERSEDED SURVEY CONTROL
 GC1288
 GC1288  NGVD 29 (??/??/92)  156.820  (m)          514.50   (f) ADJ UNCH    2 0
 GC1288
 GC1288.Superseded values are not recommended for survey control.
 GC1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1288.See file dsdata.txt to determine how the superseded data were derived.
 GC1288
 GC1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF788417(NAD 83)
 GC1288_MARKER: DD = SURVEY DISK
 GC1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1288_STAMPING: I 24-1B 1965
 GC1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1288+STABILITY: SURFACE MOTION
 GC1288
 GC1288  HISTORY     - Date     Condition        Report By
 GC1288  HISTORY     - 1965     MONUMENTED       TNHD
 GC1288
 GC1288                          STATION DESCRIPTION
 GC1288
 GC1288'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1288'2.5 MI S FROM ROSSVIEW.
 GC1288'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 76 AT
 GC1288'THE MEMORIAL HOSPITAL IN CLARKSVILLE, GO 3.6 MILES EAST ON STATE
 GC1288'ROUTE 76 TO THE PISGAH SCHOOL ON THE LEFT, CONTINUE AHEAD ON
 GC1288'STATE ROUTE 76 FOR 0.8 MILE TO THE MARK ON THE LEFT AT A GRAVELED
 GC1288'ROAD, 58 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GC1288'76, 16 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 GC1288'AND 2.4 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  IT
 GC1288'IS A STANDARD TENNESSEE HIGHWAY DISK SET IN THE TOP OF A 10-INCH,
 GC1288'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1290 ***********************************************************************
 GC1290  DESIGNATION -  I24 1C
 GC1290  PID         -  GC1290
 GC1290  STATE/COUNTY-  TN/MONTGOMERY
 GC1290  USGS QUAD   -  SANGO (1984)
 GC1290
 GC1290                         *CURRENT SURVEY CONTROL
 GC1290  ___________________________________________________________________
 GC1290* NAD 83(1986)-  36 31 25.     (N)    087 12 10.     (W)     SCALED    
 GC1290* NAVD 88     -       184.203  (meters)     604.34   (feet)  ADJUSTED  
 GC1290  ___________________________________________________________________
 GC1290  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1290  DYNAMIC HT  -         184.053 (meters)     603.85  (feet)  COMP
 GC1290  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GC1290
 GC1290  VERT ORDER  -  SECOND    CLASS 0
 GC1290
 GC1290.The horizontal coordinates were scaled from a topographic map and have
 GC1290.an estimated accuracy of +/- 6 seconds.
 GC1290
 GC1290.The orthometric height was determined by differential leveling
 GC1290.and adjusted by the National Geodetic Survey in June 1991..
 GC1290
 GC1290.The geoid height was determined by GEOID03.
 GC1290
 GC1290.The dynamic height is computed by dividing the NAVD 88
 GC1290.geopotential number by the normal gravity value computed on the
 GC1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1290.degrees latitude (g = 980.6199 gals.).
 GC1290
 GC1290.The modeled gravity was interpolated from observed gravity values.
 GC1290
 GC1290;                    North         East    Units  Estimated Accuracy
 GC1290;SPC TN       -   243,680.      492,280.      MT  (+/- 180 meters Scaled)
 GC1290
 GC1290                          SUPERSEDED SURVEY CONTROL
 GC1290
 GC1290  NGVD 29 (??/??/92)  184.271  (m)          604.56   (f) ADJ UNCH    2 0
 GC1290
 GC1290.Superseded values are not recommended for survey control.
 GC1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1290.See file dsdata.txt to determine how the superseded data were derived.
 GC1290
 GC1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF818420(NAD 83)
 GC1290_MARKER: DD = SURVEY DISK
 GC1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1290_STAMPING: I 24-1C 1965
 GC1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1290+STABILITY: SURFACE MOTION
 GC1290
 GC1290  HISTORY     - Date     Condition        Report By
 GC1290  HISTORY     - 1965     MONUMENTED       TNHD
 GC1290
 GC1290                          STATION DESCRIPTION
 GC1290
 GC1290'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1290'2 MI NE FROM SANGO.
 GC1290'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1290'CHURCH AT SANGO, GO EASTERLY ON A PAVED ROAD FOR 0.7 MILE TO A
 GC1290'PAVED ROAD ON THE LEFT, TURN LEFT ON THE PAVED ROAD AND GO 0.7
 GC1290'MILE TO A 4-WAY INTERSECTION, CONTINUE STRAIGHT AHEAD FOR 0.6
 GC1290'MILE TO THE MARK ON THE LEFT JUST PAST A TWO STORY, GREEN,
 GC1290'FARMHOUSE ON THE LEFT.  THE MARK IS 54 FEET SOUTH OF A SMALL
 GC1290'TRACK ROAD LEADING TO A BARN, 20 FEET WEST OF THE APPROXIMATE
 GC1290'CENTER OF THE PAVED ROAD, 4 FEET EAST OF A FENCE LINE AND 5 FEET
 GC1290'NORTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1290'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1290'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1291 ***********************************************************************
 GC1291  DESIGNATION -  I24 1D
 GC1291  PID         -  GC1291
 GC1291  STATE/COUNTY-  TN/MONTGOMERY
 GC1291  USGS QUAD   -  SANGO (1984)
 GC1291
 GC1291                         *CURRENT SURVEY CONTROL
 GC1291  ___________________________________________________________________
 GC1291* NAD 83(1986)-  36 30 34.     (N)    087 12 21.     (W)     SCALED    
 GC1291* NAVD 88     -       178.667  (meters)     586.18   (feet)  ADJUSTED  
 GC1291  ___________________________________________________________________
 GC1291  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC1291  DYNAMIC HT  -         178.521 (meters)     585.70  (feet)  COMP
 GC1291  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 GC1291
 GC1291  VERT ORDER  -  SECOND    CLASS 0
 GC1291
 GC1291.The horizontal coordinates were scaled from a topographic map and have
 GC1291.an estimated accuracy of +/- 6 seconds.
 GC1291
 GC1291.The orthometric height was determined by differential leveling
 GC1291.and adjusted by the National Geodetic Survey in June 1991..
 GC1291
 GC1291.The geoid height was determined by GEOID03.
 GC1291
 GC1291.The dynamic height is computed by dividing the NAVD 88
 GC1291.geopotential number by the normal gravity value computed on the
 GC1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1291.degrees latitude (g = 980.6199 gals.).
 GC1291
 GC1291.The modeled gravity was interpolated from observed gravity values.
 GC1291
 GC1291;                    North         East    Units  Estimated Accuracy
 GC1291;SPC TN       -   242,110.      491,980.      MT  (+/- 180 meters Scaled)
 GC1291
 GC1291                          SUPERSEDED SURVEY CONTROL
 GC1291
 GC1291  NGVD 29 (??/??/92)  178.734  (m)          586.40   (f) ADJ UNCH    2 0
 GC1291
 GC1291.Superseded values are not recommended for survey control.
 GC1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1291.See file dsdata.txt to determine how the superseded data were derived.
 GC1291
 GC1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF815404(NAD 83)
 GC1291_MARKER: DD = SURVEY DISK
 GC1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1291_STAMPING: I 24-1D 1965
 GC1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1291+STABILITY: SURFACE MOTION
 GC1291
 GC1291  HISTORY     - Date     Condition        Report By
 GC1291  HISTORY     - 1965     MONUMENTED       TNHD
 GC1291
 GC1291                          STATION DESCRIPTION
 GC1291
 GC1291'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1291'1 MI E FROM SANGO.
 GC1291'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1291'CHURCH AT SANGO, GO EASTERLY ON A PAVED ROAD FOR 0.7 MILE TO A
 GC1291'PAVED ROAD ON THE LEFT, TURN LEFT, AND GO 0.4 MILE ON THE PAVED
 GC1291'ROAD TO THE MARK ON THE LEFT, ACROSS THE ROAD FROM A BROWN, BRICK
 GC1291'SIDING HOUSE.  THE MARK IS 38 FEET SOUTHWEST OF A DRIVEWAY LEADING
 GC1291'TO THE BROWN, BRICK SIDING HOUSE, 20 FEET WEST OF THE APPROXIMATE
 GC1291'CENTER OF THE PAVED ROAD, 5 FEET NORTHEAST OF A FENCE CORNER, AND
 GC1291'3.4 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.  IT IS A
 GC1291'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1291'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1292 ***********************************************************************
 GC1292  DESIGNATION -  I24 1E
 GC1292  PID         -  GC1292
 GC1292  STATE/COUNTY-  TN/MONTGOMERY
 GC1292  USGS QUAD   -  HENRIETTA (1983)
 GC1292
 GC1292                         *CURRENT SURVEY CONTROL
 GC1292  ___________________________________________________________________
 GC1292* NAD 83(1986)-  36 29 56.     (N)    087 11 38.     (W)     SCALED    
 GC1292* NAVD 88     -       182.984  (meters)     600.34   (feet)  ADJUSTED  
 GC1292  ___________________________________________________________________
 GC1292  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC1292  DYNAMIC HT  -         182.833 (meters)     599.84  (feet)  COMP
 GC1292  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 GC1292
 GC1292  VERT ORDER  -  SECOND    CLASS 0
 GC1292
 GC1292.The horizontal coordinates were scaled from a topographic map and have
 GC1292.an estimated accuracy of +/- 6 seconds.
 GC1292
 GC1292.The orthometric height was determined by differential leveling
 GC1292.and adjusted by the National Geodetic Survey in June 1991..
 GC1292
 GC1292.The geoid height was determined by GEOID03.
 GC1292
 GC1292.The dynamic height is computed by dividing the NAVD 88
 GC1292.geopotential number by the normal gravity value computed on the
 GC1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1292.degrees latitude (g = 980.6199 gals.).
 GC1292
 GC1292.The modeled gravity was interpolated from observed gravity values.
 GC1292
 GC1292;                    North         East    Units  Estimated Accuracy
 GC1292;SPC TN       -   240,930.      493,040.      MT  (+/- 180 meters Scaled)
 GC1292
 GC1292                          SUPERSEDED SURVEY CONTROL
 GC1292
 GC1292  NGVD 29 (??/??/92)  183.049  (m)          600.55   (f) ADJ UNCH    2 0
 GC1292
 GC1292.Superseded values are not recommended for survey control.
 GC1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1292.See file dsdata.txt to determine how the superseded data were derived.
 GC1292
 GC1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF826393(NAD 83)
 GC1292_MARKER: DD = SURVEY DISK
 GC1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1292_STAMPING: I 24-1E 1965
 GC1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1292+STABILITY: SURFACE MOTION
 GC1292
 GC1292  HISTORY     - Date     Condition        Report By
 GC1292  HISTORY     - 1965     MONUMENTED       TNHD
 GC1292
 GC1292                          STATION DESCRIPTION
 GC1292
 GC1292'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1292'1.5 MI E FROM SANGO.
 GC1292'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1292'CHURCH AT SANGO, GO EASTERLY ON A PAVED ROAD FOR 1.5 MILES TO A
 GC1292'BRICK HOUSE AND THE MARK ON THE RIGHT, 24 FEET SOUTH OF THE
 GC1292'APPROXIMATE CENTER OF THE PAVED ROAD, 9 FEET EAST OF AN ELECTRIC
 GC1292'FENCE AND 2.4 FEET NORTH OF A METAL WITNESS POST WITH SIGN.  IT
 GC1292'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1292'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1293 ***********************************************************************
 GC1293  DESIGNATION -  I24 1F
 GC1293  PID         -  GC1293
 GC1293  STATE/COUNTY-  TN/MONTGOMERY
 GC1293  USGS QUAD   -  HENRIETTA (1983)
 GC1293
 GC1293                         *CURRENT SURVEY CONTROL
 GC1293  ___________________________________________________________________
 GC1293* NAD 83(1986)-  36 29 57.     (N)    087 11 38.     (W)     SCALED    
 GC1293* NAVD 88     -       182.973  (meters)     600.30   (feet)  ADJUSTED  
 GC1293  ___________________________________________________________________
 GC1293  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GC1293  DYNAMIC HT  -         182.823 (meters)     599.81  (feet)  COMP
 GC1293  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GC1293
 GC1293  VERT ORDER  -  SECOND    CLASS 0
 GC1293
 GC1293.The horizontal coordinates were scaled from a topographic map and have
 GC1293.an estimated accuracy of +/- 6 seconds.
 GC1293
 GC1293.The orthometric height was determined by differential leveling
 GC1293.and adjusted by the National Geodetic Survey in June 1991..
 GC1293
 GC1293.The geoid height was determined by GEOID03.
 GC1293
 GC1293.The dynamic height is computed by dividing the NAVD 88
 GC1293.geopotential number by the normal gravity value computed on the
 GC1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1293.degrees latitude (g = 980.6199 gals.).
 GC1293
 GC1293.The modeled gravity was interpolated from observed gravity values.
 GC1293
 GC1293;                    North         East    Units  Estimated Accuracy
 GC1293;SPC TN       -   240,960.      493,040.      MT  (+/- 180 meters Scaled)
 GC1293
 GC1293                          SUPERSEDED SURVEY CONTROL
 GC1293
 GC1293  NGVD 29 (??/??/92)  183.038  (m)          600.52   (f) ADJ UNCH    2 0
 GC1293
 GC1293.Superseded values are not recommended for survey control.
 GC1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1293.See file dsdata.txt to determine how the superseded data were derived.
 GC1293
 GC1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF826393(NAD 83)
 GC1293_MARKER: DD = SURVEY DISK
 GC1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1293_STAMPING: I 24-1F 1965
 GC1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1293+STABILITY: SURFACE MOTION
 GC1293
 GC1293  HISTORY     - Date     Condition        Report By
 GC1293  HISTORY     - 1965     MONUMENTED       TNHD
 GC1293
 GC1293                          STATION DESCRIPTION
 GC1293
 GC1293'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1293'1.5 MI E FROM SANGO.
 GC1293'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1293'CHURCH AT SANGO, GO EASTERLY FOR 1.5 MILES ON A PAVED ROAD TO A
 GC1293'TRACK ROAD ON THE LEFT JUST PAST A BRICK HOUSE, TURN LEFT, AND GO
 GC1293'0.3 MILE ON A TRACK ROAD TO THE MARK ON THE RIGHT, 30 FEET
 GC1293'SOUTHWEST OF THE SOUTHWEST CORNER OF A STOCK POND AND 3.0 FEET
 GC1293'SOUTH OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1293'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1293'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1279 ***********************************************************************
 GC1279  DESIGNATION -  I24 2
 GC1279  PID         -  GC1279
 GC1279  STATE/COUNTY-  TN/MONTGOMERY
 GC1279  USGS QUAD   -  CLARKSVILLE (1984)
 GC1279
 GC1279                         *CURRENT SURVEY CONTROL
 GC1279  ___________________________________________________________________
 GC1279* NAD 83(1986)-  36 34 47.     (N)    087 16 03.     (W)     SCALED    
 GC1279* NAVD 88     -       160.159  (meters)     525.46   (feet)  ADJUSTED  
 GC1279  ___________________________________________________________________
 GC1279  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1279  DYNAMIC HT  -         160.028 (meters)     525.03  (feet)  COMP
 GC1279  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 GC1279
 GC1279  VERT ORDER  -  SECOND    CLASS 0
 GC1279
 GC1279.The horizontal coordinates were scaled from a topographic map and have
 GC1279.an estimated accuracy of +/- 6 seconds.
 GC1279
 GC1279.The orthometric height was determined by differential leveling
 GC1279.and adjusted by the National Geodetic Survey in June 1991..
 GC1279
 GC1279.The geoid height was determined by GEOID03.
 GC1279
 GC1279.The dynamic height is computed by dividing the NAVD 88
 GC1279.geopotential number by the normal gravity value computed on the
 GC1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1279.degrees latitude (g = 980.6199 gals.).
 GC1279
 GC1279.The modeled gravity was interpolated from observed gravity values.
 GC1279
 GC1279;                    North         East    Units  Estimated Accuracy
 GC1279;SPC TN       -   249,980.      486,560.      MT  (+/- 180 meters Scaled)
 GC1279
 GC1279                          SUPERSEDED SURVEY CONTROL
 GC1279
 GC1279  NGVD 29 (??/??/92)  160.230  (m)          525.69   (f) ADJ UNCH    2 0
 GC1279
 GC1279.Superseded values are not recommended for survey control.
 GC1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1279.See file dsdata.txt to determine how the superseded data were derived.
 GC1279
 GC1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF760482(NAD 83)
 GC1279_MARKER: DD = SURVEY DISK
 GC1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1279_STAMPING: I 24-2 1965
 GC1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1279+STABILITY: SURFACE MOTION
 GC1279
 GC1279  HISTORY     - Date     Condition        Report By
 GC1279  HISTORY     - 1965     MONUMENTED       TNHD
 GC1279  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1279
 GC1279                          STATION DESCRIPTION
 GC1279
 GC1279'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1279'2 MI E FROM ST BETHLEHEM.
 GC1279'FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND A PAVED ROAD AT THE
 GC1279'TRANE FACTORY SITE AT ST. BETHLEHEM, GO 0.7 MILE SOUTHERLY ON
 GC1279'THE PAVED ROAD TO A RAILROAD CROSSING, CONTINUE FOR 1.0 MILE
 GC1279'ON THE PAVED ROAD TO THE MARK ON THE LEFT, 24 FEET NORTH OF THE
 GC1279'APPROXIMATE CENTER OF THE PAVED ROAD TO THE MARK ON THE LEFT,
 GC1279'24 FEET NORTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 3
 GC1279'FEET SOUTHWEST OF A FENCE CORNER AND 1.5 FEET EAST OF A METAL
 GC1279'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GC1279'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC1279'FLUSH, CONCRETE MONUMENT.
 GC1279
 GC1279                          STATION RECOVERY (1984)
 GC1279
 GC1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1279'SEARCHED FOR BUT NOT RECOVERED.  THE AREA HAS BEEN ALTERED BECAUSE OF
 GC1279'THE CONSTRUCTION OF INTERSTATE HIGHWAY 24, AN OVERPASS WAS BUILT FOR
 GC1279'THE ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1274 ***********************************************************************
 GC1274  DESIGNATION -  I24 2 B
 GC1274  PID         -  GC1274
 GC1274  STATE/COUNTY-  TN/MONTGOMERY
 GC1274  USGS QUAD   -  CLARKSVILLE (1984)
 GC1274
 GC1274                         *CURRENT SURVEY CONTROL
 GC1274  ___________________________________________________________________
 GC1274* NAD 83(1986)-  36 36 37.     (N)    087 17 05.     (W)     SCALED    
 GC1274* NAVD 88     -       158.468  (meters)     519.91   (feet)  ADJUSTED  
 GC1274  ___________________________________________________________________
 GC1274  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1274  DYNAMIC HT  -         158.339 (meters)     519.48  (feet)  COMP
 GC1274  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 GC1274
 GC1274  VERT ORDER  -  SECOND    CLASS 0
 GC1274
 GC1274.The horizontal coordinates were scaled from a topographic map and have
 GC1274.an estimated accuracy of +/- 6 seconds.
 GC1274
 GC1274.The orthometric height was determined by differential leveling
 GC1274.and adjusted by the National Geodetic Survey in June 1991..
 GC1274
 GC1274.The geoid height was determined by GEOID03.
 GC1274
 GC1274.The dynamic height is computed by dividing the NAVD 88
 GC1274.geopotential number by the normal gravity value computed on the
 GC1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1274.degrees latitude (g = 980.6199 gals.).
 GC1274
 GC1274.The modeled gravity was interpolated from observed gravity values.
 GC1274
 GC1274;                    North         East    Units  Estimated Accuracy
 GC1274;SPC TN       -   253,390.      485,060.      MT  (+/- 180 meters Scaled)
 GC1274
 GC1274                          SUPERSEDED SURVEY CONTROL
 GC1274
 GC1274  NGVD 29 (??/??/92)  158.549  (m)          520.17   (f) ADJ UNCH    2 0
 GC1274
 GC1274.Superseded values are not recommended for survey control.
 GC1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1274.See file dsdata.txt to determine how the superseded data were derived.
 GC1274
 GC1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF745516(NAD 83)
 GC1274_MARKER: DD = SURVEY DISK
 GC1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1274_STAMPING: I 24-2B 1965
 GC1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1274+STABILITY: SURFACE MOTION
 GC1274
 GC1274  HISTORY     - Date     Condition        Report By
 GC1274  HISTORY     - 1965     MONUMENTED       TNHD
 GC1274  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1274
 GC1274                          STATION DESCRIPTION
 GC1274
 GC1274'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1274'2.6 MI N FROM ST BETHLEHEM.
 GC1274'FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND A PAVED ROAD,
 GC1274'APPROXIMATELY 0.1 MILE NORTHEAST OF THE TRANE FACTORY SITE AT
 GC1274'ST. BETHLEHEM, GO NORTHEAST ON U.S. HIGHWAY 79 FOR 1.5 MILES
 GC1274'TO A GRAVELED ROAD ON THE LEFT, 0.5 MILE NORTHEAST OF JOE
 GC1274'DAVENPORTS GROCERY, TURN LEFT ON THE GRAVELED ROAD AND GO
 GC1274'NORTHERLY AND WESTERLY FOR 0.6 MILE TO A GRAVELED ROAD ON THE
 GC1274'RIGHT, CONTINUE AHEAD, WESTERLY, FOR 0.2 MILE TO THE MARK ON THE
 GC1274'RIGHT, 21 FEET EAST OF A 2-FOOT TWIN-TRUNKED OAK TREE, 19 FEET
 GC1274'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 2.5
 GC1274'FEET EAST OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC1274'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC1274'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1274
 GC1274                          STATION RECOVERY (1984)
 GC1274
 GC1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1274'SEARCHED FOR BUT NOT RECOVERED, THE DESCRIPTION WAS NOT ADEQUATE
 GC1274'ENOUGH FOR A LENGTHY SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1280 ***********************************************************************
 GC1280  DESIGNATION -  I24 3
 GC1280  PID         -  GC1280
 GC1280  STATE/COUNTY-  TN/MONTGOMERY
 GC1280  USGS QUAD   -  SANGO (1984)
 GC1280
 GC1280                         *CURRENT SURVEY CONTROL
 GC1280  ___________________________________________________________________
 GC1280* NAD 83(1986)-  36 34 41.     (N)    087 14 31.     (W)     SCALED    
 GC1280* NAVD 88     -       151.917  (meters)     498.41   (feet)  ADJUSTED  
 GC1280  ___________________________________________________________________
 GC1280  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1280  DYNAMIC HT  -         151.793 (meters)     498.01  (feet)  COMP
 GC1280  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 GC1280
 GC1280  VERT ORDER  -  SECOND    CLASS 0
 GC1280
 GC1280.The horizontal coordinates were scaled from a topographic map and have
 GC1280.an estimated accuracy of +/- 6 seconds.
 GC1280
 GC1280.The orthometric height was determined by differential leveling
 GC1280.and adjusted by the National Geodetic Survey in June 1991..
 GC1280
 GC1280.The geoid height was determined by GEOID03.
 GC1280
 GC1280.The dynamic height is computed by dividing the NAVD 88
 GC1280.geopotential number by the normal gravity value computed on the
 GC1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1280.degrees latitude (g = 980.6199 gals.).
 GC1280
 GC1280.The modeled gravity was interpolated from observed gravity values.
 GC1280
 GC1280;                    North         East    Units  Estimated Accuracy
 GC1280;SPC TN       -   249,760.      488,840.      MT  (+/- 180 meters Scaled)
 GC1280
 GC1280                          SUPERSEDED SURVEY CONTROL
 GC1280
 GC1280  NGVD 29 (??/??/92)  151.987  (m)          498.64   (f) ADJ UNCH    2 0
 GC1280
 GC1280.Superseded values are not recommended for survey control.
 GC1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1280.See file dsdata.txt to determine how the superseded data were derived.
 GC1280
 GC1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF783480(NAD 83)
 GC1280_MARKER: DD = SURVEY DISK
 GC1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1280_STAMPING: I 24-3 1965
 GC1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1280+STABILITY: SURFACE MOTION
 GC1280
 GC1280  HISTORY     - Date     Condition        Report By
 GC1280  HISTORY     - 1965     MONUMENTED       TNHD
 GC1280
 GC1280                          STATION DESCRIPTION
 GC1280
 GC1280'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1280'3.5 MI E FROM ST BETHLEHEM.
 GC1280'FROM THE INTERSECTION OF U.S. HIGHWAY 79 AND A PAVED ROAD
 GC1280'AT THE TRANE FACTORY SITE AT ST. BETHLEHEM, GO 0.7 MILE SOUTHERLY
 GC1280'ON THE PAVED ROAD TO A RAILROAD CROSSING, CONTINUE FOR 2.4 MILES
 GC1280'ON THE PAVED ROAD TO THE MARK ON THE LEFT, 17 FEET NORTH OF THE
 GC1280'APPROXIMATE CENTER OF THE PAVED ROAD, 9 FEET SOUTHWEST OF
 GC1280'TELEPHONE POLE NO. 33 WITH A WITNESS SIGN ATTACHED, AND 4 FEET
 GC1280'SOUTHWEST OF A FENCE CORNER.  THE MARK IS A STANDARD TENNESSEE
 GC1280'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC1280'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1286 ***********************************************************************
 GC1286  DESIGNATION -  I24 4
 GC1286  PID         -  GC1286
 GC1286  STATE/COUNTY-  TN/MONTGOMERY
 GC1286  USGS QUAD   -  SANGO (1984)
 GC1286
 GC1286                         *CURRENT SURVEY CONTROL
 GC1286  ___________________________________________________________________
 GC1286* NAD 83(1986)-  36 32 41.     (N)    087 14 24.     (W)     SCALED    
 GC1286* NAVD 88     -       119.533  (meters)     392.17   (feet)  ADJUSTED  
 GC1286  ___________________________________________________________________
 GC1286  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC1286  DYNAMIC HT  -         119.435 (meters)     391.85  (feet)  COMP
 GC1286  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 GC1286
 GC1286  VERT ORDER  -  SECOND    CLASS 0
 GC1286
 GC1286.The horizontal coordinates were scaled from a topographic map and have
 GC1286.an estimated accuracy of +/- 6 seconds.
 GC1286
 GC1286.The orthometric height was determined by differential leveling
 GC1286.and adjusted by the National Geodetic Survey in June 1991..
 GC1286
 GC1286.The geoid height was determined by GEOID03.
 GC1286
 GC1286.The dynamic height is computed by dividing the NAVD 88
 GC1286.geopotential number by the normal gravity value computed on the
 GC1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1286.degrees latitude (g = 980.6199 gals.).
 GC1286
 GC1286.The modeled gravity was interpolated from observed gravity values.
 GC1286
 GC1286;                    North         East    Units  Estimated Accuracy
 GC1286;SPC TN       -   246,060.      488,970.      MT  (+/- 180 meters Scaled)
 GC1286
 GC1286                          SUPERSEDED SURVEY CONTROL
 GC1286
 GC1286  NGVD 29 (??/??/92)  119.602  (m)          392.39   (f) ADJ UNCH    2 0
 GC1286
 GC1286.Superseded values are not recommended for survey control.
 GC1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1286.See file dsdata.txt to determine how the superseded data were derived.
 GC1286
 GC1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF785443(NAD 83)
 GC1286_MARKER: DD = SURVEY DISK
 GC1286_SETTING: 66 = SET IN ROCK OUTCROP
 GC1286_SP_SET: BEDROCK
 GC1286_STAMPING: I 24-4 1965
 GC1286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1286+STABILITY: POSITION/ELEVATION WELL
 GC1286
 GC1286  HISTORY     - Date     Condition        Report By
 GC1286  HISTORY     - 1965     MONUMENTED       TNHD
 GC1286
 GC1286                          STATION DESCRIPTION
 GC1286
 GC1286'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1286'1 MI S FROM ROSSVIEW.
 GC1286'FROM THE ST. MATTHEWS CHURCH ON ROSSVIEW ROAD, ABOUT 0.7 MILE WEST
 GC1286'OF ROSSVIEW, GO EASTERLY ON ROSSVIEW ROAD FOR 0.2 MILE TO THE
 GC1286'HOME OF L.C. CONNELL, SR., ON THE RIGHT, TURN RIGHT ONTO A
 GC1286'GRAVELED DRIVE AND BEAR LEFT FOR 0.1 MILE TO A METAL GATE.  PASS
 GC1286'THROUGH THE GATE AND TURN RIGHT, SOUTH, AND FOLLOW A DIM TRACK
 GC1286'ROAD FOR 0.6 MILE, PASSING BETWEEN TWO PONDS, TO A WIRE GATE AT
 GC1286'THE EDGE OF A SMALL PATCH OF WOODS.  PASS THROUGH THE GATE AND
 GC1286'CONTINUE ON THE DIM TRACK ROAD FOR 0.1 MILE TO A CLEARING.
 GC1286'FOLLOW ALONG THE RIGHT EDGE OF THE CLEARING FOR 0.3 MILE ON THE
 GC1286'TRACK ROAD TO A SMALL GAP IN THE WOODS, PASS THROUGH THE GAP AND
 GC1286'TURN LEFT FOR 0.05 MILE TO THE MARK ON THE LEFT, ABOUT 50 FEET
 GC1286'EAST OF THE TRACK ROAD AND 13.9 FEET SOUTHEAST OF A METAL WITNESS
 GC1286'SIGN FASTENED TO AN 8-INCH TREE.  THE MARK IS A STANDARD TENNESSEE
 GC1286'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN THE TOP
 GC1286'OF AN OUTCROP OF BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0894 ***********************************************************************
 GC0894  DESIGNATION -  I24 4 A
 GC0894  PID         -  GC0894
 GC0894  STATE/COUNTY-  TN/DAVIDSON
 GC0894  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0894
 GC0894                         *CURRENT SURVEY CONTROL
 GC0894  ___________________________________________________________________
 GC0894* NAD 83(1986)-  36 13 58.     (N)    086 46 53.     (W)     SCALED    
 GC0894* NAVD 88     -       146.313  (meters)     480.03   (feet)  ADJUSTED  
 GC0894  ___________________________________________________________________
 GC0894  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0894  DYNAMIC HT  -         146.188 (meters)     479.62  (feet)  COMP
 GC0894  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GC0894
 GC0894  VERT ORDER  -  SECOND    CLASS 0
 GC0894
 GC0894.The horizontal coordinates were scaled from a topographic map and have
 GC0894.an estimated accuracy of +/- 6 seconds.
 GC0894
 GC0894.The orthometric height was determined by differential leveling
 GC0894.and adjusted by the National Geodetic Survey in June 1991..
 GC0894
 GC0894.The geoid height was determined by GEOID03.
 GC0894
 GC0894.The dynamic height is computed by dividing the NAVD 88
 GC0894.geopotential number by the normal gravity value computed on the
 GC0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0894.degrees latitude (g = 980.6199 gals.).
 GC0894
 GC0894.The modeled gravity was interpolated from observed gravity values.
 GC0894
 GC0894;                    North         East    Units  Estimated Accuracy
 GC0894;SPC TN       -   211,020.      529,760.      MT  (+/- 180 meters Scaled)
 GC0894
 GC0894                          SUPERSEDED SURVEY CONTROL
 GC0894
 GC0894  NGVD 29 (??/??/92)  146.345  (m)          480.13   (f) ADJ UNCH    2 0
 GC0894
 GC0894.Superseded values are not recommended for survey control.
 GC0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0894.See file dsdata.txt to determine how the superseded data were derived.
 GC0894
 GC0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF196097(NAD 83)
 GC0894_MARKER: DD = SURVEY DISK
 GC0894_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GC0894_SP_SET: BRIDGE WINGWALL
 GC0894_STAMPING: I 24-4A 1965
 GC0894_MARK LOGO: TNHD  
 GC0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0894
 GC0894  HISTORY     - Date     Condition        Report By
 GC0894  HISTORY     - 1965     MONUMENTED       TNHD
 GC0894  HISTORY     - 19971008 GOOD             LOCENG
 GC0894
 GC0894                          STATION DESCRIPTION
 GC0894
 GC0894'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0894'4 MI SE FROM WHITE CREEK.
 GC0894'FROM THE BRICK CHURCH ELEMENTARY SCHOOL ON BRICK CHURCH PIKE, GO
 GC0894'SOUTHERLY ON BRICK CHURCH PIKE FOR 0.1 MILE TO THE MARK ON THE
 GC0894'LEFT IN A BRIDGE OVER EWING CREEK, 16 FEET EAST OF THE APPROXIMATE
 GC0894'CENTER OF BRICK CHURCH PIKE.  THE MARK IS A STANDARD TENNESSEE
 GC0894'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN THE
 GC0894'TOP OF THE NORTHEAST WINGWALL OF THE BRIDGE.
 GC0894
 GC0894                          STATION RECOVERY (1997)
 GC0894
 GC0894'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GMK)
 GC0894'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0893 ***********************************************************************
 GC0893  DESIGNATION -  I24 5
 GC0893  PID         -  GC0893
 GC0893  STATE/COUNTY-  TN/DAVIDSON
 GC0893  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0893
 GC0893                         *CURRENT SURVEY CONTROL
 GC0893  ___________________________________________________________________
 GC0893* NAD 83(1986)-  36 14 51.     (N)    086 46 41.     (W)     SCALED    
 GC0893* NAVD 88     -       153.887  (meters)     504.88   (feet)  ADJUSTED  
 GC0893  ___________________________________________________________________
 GC0893  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0893  DYNAMIC HT  -         153.756 (meters)     504.45  (feet)  COMP
 GC0893  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 GC0893
 GC0893  VERT ORDER  -  SECOND    CLASS 0
 GC0893
 GC0893.The horizontal coordinates were scaled from a topographic map and have
 GC0893.an estimated accuracy of +/- 6 seconds.
 GC0893
 GC0893.The orthometric height was determined by differential leveling
 GC0893.and adjusted by the National Geodetic Survey in June 1991..
 GC0893
 GC0893.The geoid height was determined by GEOID03.
 GC0893
 GC0893.The dynamic height is computed by dividing the NAVD 88
 GC0893.geopotential number by the normal gravity value computed on the
 GC0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0893.degrees latitude (g = 980.6199 gals.).
 GC0893
 GC0893.The modeled gravity was interpolated from observed gravity values.
 GC0893
 GC0893;                    North         East    Units  Estimated Accuracy
 GC0893;SPC TN       -   212,660.      530,070.      MT  (+/- 180 meters Scaled)
 GC0893
 GC0893                          SUPERSEDED SURVEY CONTROL
 GC0893
 GC0893  NGVD 29 (??/??/92)  153.922  (m)          504.99   (f) ADJ UNCH    2 0
 GC0893
 GC0893.Superseded values are not recommended for survey control.
 GC0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0893.See file dsdata.txt to determine how the superseded data were derived.
 GC0893
 GC0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF199114(NAD 83)
 GC0893_MARKER: DD = SURVEY DISK
 GC0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0893_STAMPING: I 24-5 1965
 GC0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0893+STABILITY: SURFACE MOTION
 GC0893
 GC0893  HISTORY     - Date     Condition        Report By
 GC0893  HISTORY     - 1965     MONUMENTED       TNHD
 GC0893
 GC0893                          STATION DESCRIPTION
 GC0893
 GC0893'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0893'3.5 MI E FROM WHITE CREEK.
 GC0893'FROM THE BRICK CHURCH ELEMENTARY SCHOOL ON BRICK CHURCH PIKE, GO
 GC0893'NORTHERLY ON BRICK CHURCH PIKE FOR 0.9 MILE TO THE MARK ON THE
 GC0893'RIGHT, 25 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF BRICK CHURCH
 GC0893'PIKE, 17 FEET EAST OF TELEPHONE POLE NO. 97 1/2, 14 FEET EAST
 GC0893'OF A POWER POLE AND 2 FEET WEST OF A METAL WITNESS POST WITH
 GC0893'SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC0893'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0892 ***********************************************************************
 GC0892  DESIGNATION -  I24 5 A
 GC0892  PID         -  GC0892
 GC0892  STATE/COUNTY-  TN/DAVIDSON
 GC0892  USGS QUAD   -  WHITES CREEK (1994)
 GC0892
 GC0892                         *CURRENT SURVEY CONTROL
 GC0892  ___________________________________________________________________
 GC0892* NAD 83(1986)-  36 15 43.     (N)    086 46 33.     (W)     SCALED    
 GC0892* NAVD 88     -       173.831  (meters)     570.31   (feet)  ADJUSTED  
 GC0892  ___________________________________________________________________
 GC0892  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0892  DYNAMIC HT  -         173.683 (meters)     569.83  (feet)  COMP
 GC0892  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 GC0892
 GC0892  VERT ORDER  -  SECOND    CLASS 0
 GC0892
 GC0892.The horizontal coordinates were scaled from a topographic map and have
 GC0892.an estimated accuracy of +/- 6 seconds.
 GC0892
 GC0892.The orthometric height was determined by differential leveling
 GC0892.and adjusted by the National Geodetic Survey in June 1991..
 GC0892
 GC0892.The geoid height was determined by GEOID03.
 GC0892
 GC0892.The dynamic height is computed by dividing the NAVD 88
 GC0892.geopotential number by the normal gravity value computed on the
 GC0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0892.degrees latitude (g = 980.6199 gals.).
 GC0892
 GC0892.The modeled gravity was interpolated from observed gravity values.
 GC0892
 GC0892;                    North         East    Units  Estimated Accuracy
 GC0892;SPC TN       -   214,260.      530,280.      MT  (+/- 180 meters Scaled)
 GC0892
 GC0892                          SUPERSEDED SURVEY CONTROL
 GC0892
 GC0892  NGVD 29 (??/??/92)  173.866  (m)          570.43   (f) ADJ UNCH    2 0
 GC0892
 GC0892.Superseded values are not recommended for survey control.
 GC0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0892.See file dsdata.txt to determine how the superseded data were derived.
 GC0892
 GC0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF201130(NAD 83)
 GC0892_MARKER: DD = SURVEY DISK
 GC0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0892_STAMPING: I 24-5A 1965
 GC0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0892+STABILITY: SURFACE MOTION
 GC0892
 GC0892  HISTORY     - Date     Condition        Report By
 GC0892  HISTORY     - 1965     MONUMENTED       TNHD
 GC0892
 GC0892                          STATION DESCRIPTION
 GC0892
 GC0892'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0892'3.5 MI E FROM WHITE CREEK.
 GC0892'FROM THE BRICK CHURCH ELEMENTARY SCHOOL ON BRICK CHURCH PIKE,
 GC0892'GO NORTHERLY ON BRICK CHURCH PIKE FOR 1.8 MILES TO THE MARK ON
 GC0892'THE LEFT, 23 FEET WEST OF THE APPROXIMATE CENTER OF BRICK CHURCH
 GC0892'PIKE, 5 FEET SOUTH OF POWER POLE NO. 6602-7 AND 4 FEET EAST OF A
 GC0892'METAL WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0892'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0892'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0889 ***********************************************************************
 GC0889  DESIGNATION -  I24 5 C
 GC0889  PID         -  GC0889
 GC0889  STATE/COUNTY-  TN/DAVIDSON
 GC0889  USGS QUAD   -  WHITES CREEK (1994)
 GC0889
 GC0889                         *CURRENT SURVEY CONTROL
 GC0889  ___________________________________________________________________
 GC0889* NAD 83(1986)-  36 16 25.     (N)    086 49 02.     (W)     SCALED    
 GC0889* NAVD 88     -       145.562  (meters)     477.56   (feet)  ADJUSTED  
 GC0889  ___________________________________________________________________
 GC0889  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0889  DYNAMIC HT  -         145.437 (meters)     477.15  (feet)  COMP
 GC0889  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GC0889
 GC0889  VERT ORDER  -  SECOND    CLASS 0
 GC0889
 GC0889.The horizontal coordinates were scaled from a topographic map and have
 GC0889.an estimated accuracy of +/- 6 seconds.
 GC0889
 GC0889.The orthometric height was determined by differential leveling
 GC0889.and adjusted by the National Geodetic Survey in June 1991..
 GC0889
 GC0889.The geoid height was determined by GEOID03.
 GC0889
 GC0889.The dynamic height is computed by dividing the NAVD 88
 GC0889.geopotential number by the normal gravity value computed on the
 GC0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0889.degrees latitude (g = 980.6199 gals.).
 GC0889
 GC0889.The modeled gravity was interpolated from observed gravity values.
 GC0889
 GC0889;                    North         East    Units  Estimated Accuracy
 GC0889;SPC TN       -   215,580.      526,570.      MT  (+/- 180 meters Scaled)
 GC0889
 GC0889                          SUPERSEDED SURVEY CONTROL
 GC0889
 GC0889  NGVD 29 (??/??/92)  145.604  (m)          477.70   (f) ADJ UNCH    2 0
 GC0889
 GC0889.Superseded values are not recommended for survey control.
 GC0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0889.See file dsdata.txt to determine how the superseded data were derived.
 GC0889
 GC0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF164143(NAD 83)
 GC0889_MARKER: DD = SURVEY DISK
 GC0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0889_SP_SET: BRIDGE
 GC0889_STAMPING: I 24-5C 1965
 GC0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0889
 GC0889  HISTORY     - Date     Condition        Report By
 GC0889  HISTORY     - 1965     MONUMENTED       TNHD
 GC0889
 GC0889                          STATION DESCRIPTION
 GC0889
 GC0889'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0889'1 MI NE FROM WHITE CREEK.
 GC0889'FROM THE BRICK CHURCH ELEMENTARY SCHOOL ON BRICK CHURCH PIKE, GO
 GC0889'NORTHERLY ON BRICK CHURCH PIKE FOR 3.2 MILES TO THE INTERSECTION
 GC0889'OF BRICK CHURCH PIKE AND OLD HICKORY BOULEVARD.  TURN LEFT AND GO
 GC0889'WESTERLY ON OLD HICKORY BOULEVARD FOR 2.1 MILES TO LICKTON PIKE
 GC0889'ON THE RIGHT AND THE MARK ON THE LEFT IN A BRIDGE, 13 FEET SOUTH
 GC0889'OF THE APPROXIMATE CENTER OF OLD HICKORY BOULEVARD.  THE MARK
 GC0889'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 GC0889'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST WINGWALL OF THE
 GC0889'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0887 ***********************************************************************
 GC0887  DESIGNATION -  I24 6
 GC0887  PID         -  GC0887
 GC0887  STATE/COUNTY-  TN/DAVIDSON
 GC0887  USGS QUAD   -  WHITES CREEK (1994)
 GC0887
 GC0887                         *CURRENT SURVEY CONTROL
 GC0887  ___________________________________________________________________
 GC0887* NAD 83(1986)-  36 18 05.     (N)    086 48 35.     (W)     SCALED    
 GC0887* NAVD 88     -       159.451  (meters)     523.13   (feet)  ADJUSTED  
 GC0887  ___________________________________________________________________
 GC0887  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC0887  DYNAMIC HT  -         159.314 (meters)     522.68  (feet)  COMP
 GC0887  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GC0887
 GC0887  VERT ORDER  -  SECOND    CLASS 0
 GC0887
 GC0887.The horizontal coordinates were scaled from a topographic map and have
 GC0887.an estimated accuracy of +/- 6 seconds.
 GC0887
 GC0887.The orthometric height was determined by differential leveling
 GC0887.and adjusted by the National Geodetic Survey in June 1991..
 GC0887
 GC0887.The geoid height was determined by GEOID03.
 GC0887
 GC0887.The dynamic height is computed by dividing the NAVD 88
 GC0887.geopotential number by the normal gravity value computed on the
 GC0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0887.degrees latitude (g = 980.6199 gals.).
 GC0887
 GC0887.The modeled gravity was interpolated from observed gravity values.
 GC0887
 GC0887;                    North         East    Units  Estimated Accuracy
 GC0887;SPC TN       -   218,660.      527,270.      MT  (+/- 180 meters Scaled)
 GC0887
 GC0887                          SUPERSEDED SURVEY CONTROL
 GC0887
 GC0887  NGVD 29 (??/??/92)  159.493  (m)          523.27   (f) ADJ UNCH    2 0
 GC0887
 GC0887.Superseded values are not recommended for survey control.
 GC0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0887.See file dsdata.txt to determine how the superseded data were derived.
 GC0887
 GC0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF170173(NAD 83)
 GC0887_MARKER: DD = SURVEY DISK
 GC0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0887_STAMPING: I 24-6 1965
 GC0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0887+STABILITY: SURFACE MOTION
 GC0887
 GC0887  HISTORY     - Date     Condition        Report By
 GC0887  HISTORY     - 1965     MONUMENTED       TNHD
 GC0887
 GC0887                          STATION DESCRIPTION
 GC0887
 GC0887'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0887'3.5 MI SE FROM JOELTON.
 GC0887'ABOUT 3.5 MILES SOUTHEAST OF JOELTON, AT THE INTERSECTION OF
 GC0887'LICKTON PIKE AND CLAYLICK ROAD, 19 FEET SOUTHEAST OF THE
 GC0887'APPROXIMATE CENTER OF LICKTON PIKE, 3 FEET EAST OF A POWER POLE
 GC0887'AND 1.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  IT IS
 GC0887'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC0887'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0881 ***********************************************************************
 GC0881  DESIGNATION -  I24 7
 GC0881  PID         -  GC0881
 GC0881  STATE/COUNTY-  TN/DAVIDSON
 GC0881  USGS QUAD   -  WHITES CREEK (1994)
 GC0881
 GC0881                         *CURRENT SURVEY CONTROL
 GC0881  ___________________________________________________________________
 GC0881* NAD 83(1986)-  36 19 00.     (N)    086 50 43.     (W)     SCALED    
 GC0881* NAVD 88     -       197.771  (meters)     648.85   (feet)  ADJUSTED  
 GC0881  ___________________________________________________________________
 GC0881  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0881  DYNAMIC HT  -         197.601 (meters)     648.30  (feet)  COMP
 GC0881  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GC0881
 GC0881  VERT ORDER  -  SECOND    CLASS 0
 GC0881
 GC0881.The horizontal coordinates were scaled from a topographic map and have
 GC0881.an estimated accuracy of +/- 6 seconds.
 GC0881
 GC0881.The orthometric height was determined by differential leveling
 GC0881.and adjusted by the National Geodetic Survey in June 1991..
 GC0881
 GC0881.The geoid height was determined by GEOID03.
 GC0881
 GC0881.The dynamic height is computed by dividing the NAVD 88
 GC0881.geopotential number by the normal gravity value computed on the
 GC0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0881.degrees latitude (g = 980.6199 gals.).
 GC0881
 GC0881.The modeled gravity was interpolated from observed gravity values.
 GC0881
 GC0881;                    North         East    Units  Estimated Accuracy
 GC0881;SPC TN       -   220,380.      524,100.      MT  (+/- 180 meters Scaled)
 GC0881
 GC0881                          SUPERSEDED SURVEY CONTROL
 GC0881
 GC0881  NGVD 29 (??/??/92)  197.812  (m)          648.99   (f) ADJ UNCH    2 0
 GC0881
 GC0881.Superseded values are not recommended for survey control.
 GC0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0881.See file dsdata.txt to determine how the superseded data were derived.
 GC0881
 GC0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF138190(NAD 83)
 GC0881_MARKER: DD = SURVEY DISK
 GC0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0881_SP_SET: CULVERT
 GC0881_STAMPING: I 24-7 1965
 GC0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0881
 GC0881  HISTORY     - Date     Condition        Report By
 GC0881  HISTORY     - 1965     MONUMENTED       TNHD
 GC0881
 GC0881                          STATION DESCRIPTION
 GC0881
 GC0881'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0881'1.1 MI E FROM JOELTON.
 GC0881'FROM THE INTERSECTION OF CLAYLICK ROAD AND UNION HILL ROAD, ABOUT
 GC0881'0.3 MILE EAST OF JOELTON, GO EASTERLY ON CLAYLICK ROAD FOR 0.8
 GC0881'MILE TO THE MARK OF THE RIGHT, 12 FEET SOUTH OF THE APPROXIMATE
 GC0881'CENTER OF CLAYLICK ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0881'DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF
 GC0881'THE SOUTHWEST WINGWALL OF A 15 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0877 ***********************************************************************
 GC0877  DESIGNATION -  I24 8
 GC0877  PID         -  GC0877
 GC0877  STATE/COUNTY-  TN/DAVIDSON
 GC0877  USGS QUAD   -  WHITES CREEK (1994)
 GC0877
 GC0877                         *CURRENT SURVEY CONTROL
 GC0877  ___________________________________________________________________
 GC0877* NAD 83(1986)-  36 19 02.     (N)    086 51 41.     (W)     SCALED    
 GC0877* NAVD 88     -       252.048  (meters)     826.93   (feet)  ADJUSTED  
 GC0877  ___________________________________________________________________
 GC0877  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0877  DYNAMIC HT  -         251.831 (meters)     826.22  (feet)  COMP
 GC0877  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GC0877
 GC0877  VERT ORDER  -  SECOND    CLASS 0
 GC0877
 GC0877.The horizontal coordinates were scaled from a topographic map and have
 GC0877.an estimated accuracy of +/- 6 seconds.
 GC0877
 GC0877.The orthometric height was determined by differential leveling
 GC0877.and adjusted by the National Geodetic Survey in June 1991..
 GC0877
 GC0877.The geoid height was determined by GEOID03.
 GC0877
 GC0877.The dynamic height is computed by dividing the NAVD 88
 GC0877.geopotential number by the normal gravity value computed on the
 GC0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0877.degrees latitude (g = 980.6199 gals.).
 GC0877
 GC0877.The modeled gravity was interpolated from observed gravity values.
 GC0877
 GC0877;                    North         East    Units  Estimated Accuracy
 GC0877;SPC TN       -   220,450.      522,650.      MT  (+/- 180 meters Scaled)
 GC0877
 GC0877                          SUPERSEDED SURVEY CONTROL
 GC0877
 GC0877  NGVD 29 (??/??/92)  252.091  (m)          827.07   (f) ADJ UNCH    2 0
 GC0877
 GC0877.Superseded values are not recommended for survey control.
 GC0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0877.See file dsdata.txt to determine how the superseded data were derived.
 GC0877
 GC0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF124191(NAD 83)
 GC0877_MARKER: DD = SURVEY DISK
 GC0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0877_STAMPING: I 24-8 1965
 GC0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0877+STABILITY: SURFACE MOTION
 GC0877
 GC0877  HISTORY     - Date     Condition        Report By
 GC0877  HISTORY     - 1965     MONUMENTED       TNHD
 GC0877
 GC0877                          STATION DESCRIPTION
 GC0877
 GC0877'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0877'0.3 MI E FROM JOELTON.
 GC0877'FROM THE INTERSECTION OF UNION HILL ROAD AND U.S. HIGHWAY 431
 GC0877'IN JOELTON, GO EASTERLY ON UNION HILL ROAD FOR 0.3 MILE TO THE
 GC0877'INTERSECTION OF UNION HILL ROAD AND CLAYLICK ROAD AND THE MARK
 GC0877'ON THE RIGHT, 19 FEET SOUTH OF THE APPROXIMATE CENTER OF CLAYLICK
 GC0877'ROAD, 4 FEET EAST OF A POWER POLE, AND 2 FEET EAST OF A WITNESS
 GC0877'POST WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC0877'DISK SET IN THE TOP OF  10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0876 ***********************************************************************
 GC0876  DESIGNATION -  I24 9
 GC0876  PID         -  GC0876
 GC0876  STATE/COUNTY-  TN/DAVIDSON
 GC0876  USGS QUAD   -  WHITES CREEK (1994)
 GC0876
 GC0876                         *CURRENT SURVEY CONTROL
 GC0876  ___________________________________________________________________
 GC0876* NAD 83(1986)-  36 19 25.     (N)    086 52 23.     (W)     SCALED    
 GC0876* NAVD 88     -       240.990  (meters)     790.65   (feet)  ADJUSTED  
 GC0876  ___________________________________________________________________
 GC0876  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0876  DYNAMIC HT  -         240.782 (meters)     789.97  (feet)  COMP
 GC0876  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 GC0876
 GC0876  VERT ORDER  -  SECOND    CLASS 0
 GC0876
 GC0876.The horizontal coordinates were scaled from a topographic map and have
 GC0876.an estimated accuracy of +/- 6 seconds.
 GC0876
 GC0876.The orthometric height was determined by differential leveling
 GC0876.and adjusted by the National Geodetic Survey in June 1991..
 GC0876
 GC0876.The geoid height was determined by GEOID03.
 GC0876
 GC0876.The dynamic height is computed by dividing the NAVD 88
 GC0876.geopotential number by the normal gravity value computed on the
 GC0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0876.degrees latitude (g = 980.6199 gals.).
 GC0876
 GC0876.The modeled gravity was interpolated from observed gravity values.
 GC0876
 GC0876;                    North         East    Units  Estimated Accuracy
 GC0876;SPC TN       -   221,170.      521,610.      MT  (+/- 180 meters Scaled)
 GC0876
 GC0876                          SUPERSEDED SURVEY CONTROL
 GC0876
 GC0876  NGVD 29 (??/??/92)  241.035  (m)          790.80   (f) ADJ UNCH    2 0
 GC0876
 GC0876.Superseded values are not recommended for survey control.
 GC0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0876.See file dsdata.txt to determine how the superseded data were derived.
 GC0876
 GC0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF113198(NAD 83)
 GC0876_MARKER: DD = SURVEY DISK
 GC0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0876_STAMPING: I 24-9 1965
 GC0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0876+STABILITY: SURFACE MOTION
 GC0876
 GC0876  HISTORY     - Date     Condition        Report By
 GC0876  HISTORY     - 1965     MONUMENTED       TNHD
 GC0876
 GC0876                          STATION DESCRIPTION
 GC0876
 GC0876'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0876'0.9 MI NW FROM JOELTON.
 GC0876'AT THE INTERSECTION OF BINKLEY ROAD AND EATONS CREEK ROAD,
 GC0876'ABOUT 1 MILE NORTHWEST OF JOELTON, 34 FEET SOUTH OF THE APPROXIMATE
 GC0876'CENTER OF BINKLEYROAD, 31 FEET NORTHWEST OF THE APPROXIMATE
 GC0876'CENTER OF EATONS CREEK ROAD, AND 1.5 FEET SOUTH OF A METAL
 GC0876'WITNESS POST WITH SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0876'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH,
 GC0876'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1511 ***********************************************************************
 GC1511  DESIGNATION -  I24 G 2
 GC1511  PID         -  GC1511
 GC1511  STATE/COUNTY-  TN/MONTGOMERY
 GC1511  USGS QUAD   -  HENRIETTA (1983)
 GC1511
 GC1511                         *CURRENT SURVEY CONTROL
 GC1511  ___________________________________________________________________
 GC1511* NAD 83(1986)-  36 28 39.     (N)    087 08 32.     (W)     SCALED    
 GC1511* NAVD 88     -       207.358  (meters)     680.31   (feet)  ADJUSTED  
 GC1511  ___________________________________________________________________
 GC1511  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC1511  DYNAMIC HT  -         207.187 (meters)     679.75  (feet)  COMP
 GC1511  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 GC1511
 GC1511  VERT ORDER  -  SECOND    CLASS 0
 GC1511
 GC1511.The horizontal coordinates were scaled from a topographic map and have
 GC1511.an estimated accuracy of +/- 6 seconds.
 GC1511
 GC1511.The orthometric height was determined by differential leveling
 GC1511.and adjusted by the National Geodetic Survey in June 1991..
 GC1511
 GC1511.The geoid height was determined by GEOID03.
 GC1511
 GC1511.The dynamic height is computed by dividing the NAVD 88
 GC1511.geopotential number by the normal gravity value computed on the
 GC1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1511.degrees latitude (g = 980.6199 gals.).
 GC1511
 GC1511.The modeled gravity was interpolated from observed gravity values.
 GC1511
 GC1511;                    North         East    Units  Estimated Accuracy
 GC1511;SPC TN       -   238,500.      497,640.      MT  (+/- 180 meters Scaled)
 GC1511
 GC1511                          SUPERSEDED SURVEY CONTROL
 GC1511
 GC1511  NGVD 29 (??/??/92)  207.422  (m)          680.52   (f) ADJ UNCH    2 0
 GC1511
 GC1511.Superseded values are not recommended for survey control.
 GC1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1511.See file dsdata.txt to determine how the superseded data were derived.
 GC1511
 GC1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF872369(NAD 83)
 GC1511_MARKER: DD = SURVEY DISK
 GC1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1511_STAMPING: I-24-G2 1965
 GC1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1511+STABILITY: SURFACE MOTION
 GC1511
 GC1511  HISTORY     - Date     Condition        Report By
 GC1511  HISTORY     - 1965     MONUMENTED       TNHD
 GC1511
 GC1511                          STATION DESCRIPTION
 GC1511
 GC1511'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1511'4.7 MI E FROM SANGO.
 GC1511'FROM THE CEMETERY SOUTH OF THE BETHEL CUMBERLAND PRESBYTERIAN
 GC1511'CHURCH AT SANGO, GO EASTERLY ON A PAVED ROAD FOR 4.7 MILES TO
 GC1511'THE MARK ON THE RIGHT, APPROXIMATELY 350 FEET WEST OF THE HOME
 GC1511'OF ROY HOLT, 32 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GC1511'ROAD, 1 FOOT NORTH OF A BARBED WIRE FENCE, AND 1.9 FEET NORTHWEST
 GC1511'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE
 GC1511'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC1511'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1531 ***********************************************************************
 GC1531  DESIGNATION -  I24 R 2 RESET
 GC1531  PID         -  GC1531
 GC1531  STATE/COUNTY-  TN/ROBERTSON
 GC1531  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1531
 GC1531                         *CURRENT SURVEY CONTROL
 GC1531  ___________________________________________________________________
 GC1531* NAD 83(1986)-  36 24 26.     (N)    087 02 17.     (W)     SCALED    
 GC1531* NAVD 88     -       234.59   (meters)     769.7    (feet)  RESET     
 GC1531  ___________________________________________________________________
 GC1531  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1531
 GC1531  VERT ORDER  -  THIRD
 GC1531
 GC1531.The horizontal coordinates were scaled from a topographic map and have
 GC1531.an estimated accuracy of +/- 6 seconds.
 GC1531
 GC1531.The orthometric height was computed from unverified reset data.
 GC1531
 GC1531.The geoid height was determined by GEOID03.
 GC1531
 GC1531;                    North         East    Units  Estimated Accuracy
 GC1531;SPC TN       -   230,590.      506,890.      MT  (+/- 180 meters Scaled)
 GC1531
 GC1531                          SUPERSEDED SURVEY CONTROL
 GC1531
 GC1531.No superseded survey control is available for this station.
 GC1531
 GC1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF965291(NAD 83)
 GC1531_MARKER: DD = SURVEY DISK
 GC1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1531_STAMPING: I24-R2 RESET 1971
 GC1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1531+STABILITY: SURFACE MOTION
 GC1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC1531+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 GC1531
 GC1531  HISTORY     - Date     Condition        Report By
 GC1531  HISTORY     - 1971     MONUMENTED       NGS
 GC1531  HISTORY     - 20060321 GOOD             TNDT
 GC1531
 GC1531                          STATION DESCRIPTION
 GC1531
 GC1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1531'0.6 MI NW FROM PLEASANT VIEW.
 GC1531'FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 IN
 GC1531'PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY 41A FOR 0.65
 GC1531'OF A MILE TO SANDY SPRINGS ROAD ON THE RIGHT.  HERE TURN RIGHT
 GC1531'ON SANDY SPRINGS ROAD AND GO NORTHERLY FOR 0.15 OF A MILE TO THE
 GC1531'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS APPROXIMATELY 1,000
 GC1531'FEET SOUTH-SOUTHWEST OF THE SANDY SPRINGS ROAD GRADE SEPERATION
 GC1531'OVERPASS OF INTERSTATE ROUTE 24, 80 FEET WEST-NORTHWEST OF THE
 GC1531'APPROXIMATE CENTER OF RE-LOCATED SANDY SPRINGS ROAD, 61 FEET
 GC1531'NORTH-NORTHEAST OF A 16-INCH, TWIN TRUNKED WHITE OAK TREE, AND
 GC1531'1.0 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC1531'A STANDARD C AND GS BENCH MARK DISK SET IN THE TOP OF AN 11-INCH,
 GC1531'ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS
 GC1531'STAMPED I24-R2 RESET 1971.
 GC1531
 GC1531                          STATION RECOVERY (2006)
 GC1531
 GC1531'RECOVERY NOTE BY TN DEPT OF TRANSP 2006 (DWB)
 GC1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0891 ***********************************************************************
 GC0891  DESIGNATION -  I25 5 B
 GC0891  PID         -  GC0891
 GC0891  STATE/COUNTY-  TN/DAVIDSON
 GC0891  USGS QUAD   -  WHITES CREEK (1994)
 GC0891
 GC0891                         *CURRENT SURVEY CONTROL
 GC0891  ___________________________________________________________________
 GC0891* NAD 83(1986)-  36 16 33.     (N)    086 46 49.     (W)     SCALED    
 GC0891* NAVD 88     -       169.974  (meters)     557.66   (feet)  ADJUSTED  
 GC0891  ___________________________________________________________________
 GC0891  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0891  DYNAMIC HT  -         169.830 (meters)     557.18  (feet)  COMP
 GC0891  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GC0891
 GC0891  VERT ORDER  -  SECOND    CLASS 0
 GC0891
 GC0891.The horizontal coordinates were scaled from a topographic map and have
 GC0891.an estimated accuracy of +/- 6 seconds.
 GC0891
 GC0891.The orthometric height was determined by differential leveling
 GC0891.and adjusted by the National Geodetic Survey in June 1991..
 GC0891
 GC0891.The geoid height was determined by GEOID03.
 GC0891
 GC0891.The dynamic height is computed by dividing the NAVD 88
 GC0891.geopotential number by the normal gravity value computed on the
 GC0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0891.degrees latitude (g = 980.6199 gals.).
 GC0891
 GC0891.The modeled gravity was interpolated from observed gravity values.
 GC0891
 GC0891;                    North         East    Units  Estimated Accuracy
 GC0891;SPC TN       -   215,800.      529,900.      MT  (+/- 180 meters Scaled)
 GC0891
 GC0891                          SUPERSEDED SURVEY CONTROL
 GC0891
 GC0891  NGVD 29 (??/??/92)  170.013  (m)          557.78   (f) ADJ UNCH    2 0
 GC0891
 GC0891.Superseded values are not recommended for survey control.
 GC0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0891.See file dsdata.txt to determine how the superseded data were derived.
 GC0891
 GC0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF197145(NAD 83)
 GC0891_MARKER: DD = SURVEY DISK
 GC0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0891_STAMPING: I 24-5B 1965
 GC0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0891+STABILITY: SURFACE MOTION
 GC0891
 GC0891  HISTORY     - Date     Condition        Report By
 GC0891  HISTORY     - 1965     MONUMENTED       TNHD
 GC0891
 GC0891                          STATION DESCRIPTION
 GC0891
 GC0891'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0891'4 MI E FROM WHITE CREEK.
 GC0891'FROM THE BRICK CHURCH ELEMENTARY SCHOOL ON BRICK CHURCH PIKE,
 GC0891'GO NORTHERLY ON BRICK CHURCH PIKE FOR 2.8 MILES TO THE MARK ON THE
 GC0891'LEFT, 17 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF BRICK CHURCH
 GC0891'PIKE, 3 FEET NORTHWEST OF POWER POLE NO. 5642-17, AND 1.3 FEET
 GC0891'NORTHWEST OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD
 GC0891'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GC0891'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1628 ***********************************************************************
 FD1628  DESIGNATION -  ICE
 FD1628  PID         -  FD1628
 FD1628  STATE/COUNTY-  TN/PERRY
 FD1628  USGS QUAD   -  LINDEN (1968)
 FD1628
 FD1628                         *CURRENT SURVEY CONTROL
 FD1628  ___________________________________________________________________
 FD1628* NAD 83(1995)-  35 33 20.21496(N)    087 46 15.11523(W)     ADJUSTED  
 FD1628* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 FD1628  ___________________________________________________________________
 FD1628  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 FD1628  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1628
 FD1628  HORZ ORDER  -  SECOND
 FD1628
 FD1628.The horizontal coordinates were established by classical geodetic methods
 FD1628.and adjusted by the National Geodetic Survey in April 1999..
 FD1628
 FD1628.The orthometric height was scaled from a topographic map.
 FD1628
 FD1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1628
 FD1628.The geoid height was determined by GEOID03.
 FD1628
 FD1628;                    North         East     Units Scale Factor Converg.
 FD1628;SPC TN       -   137,063.695   439,456.450   MT  0.99996014   -1 02 12.2
 FD1628;SPC TN       -   449,683.14  1,441,783.37   sFT  0.99996014   -1 02 12.2
 FD1628;UTM  16      - 3,934,934.819   430,135.367   MT  0.99966015   -0 26 53.8
 FD1628
 FD1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1628!SPC TN       -   0.99996220  x   0.99996014  =   0.99992234
 FD1628!UTM  16      -   0.99996220  x   0.99966015  =   0.99962236
 FD1628
 FD1628|---------------------------------------------------------------------|
 FD1628| PID    Reference Object                     Distance      Geod. Az  |
 FD1628|                                                           dddmmss.s |
 FD1628| CG6617 ICE RM 1                             38.969 METERS 02518     |
 FD1628| FD1596 POPE                                APPROX. 8.4 KM 1801739.2 |
 FD1628| CG6616 ICE AZ MK                                          2685828.2 |
 FD1628| CG6618 ICE RM 2                             40.520 METERS 28121     |
 FD1628|---------------------------------------------------------------------|
 FD1628
 FD1628                          SUPERSEDED SURVEY CONTROL
 FD1628
 FD1628  NAD 83(1995)-  35 33 20.21947(N)    087 46 15.11688(W) AD(       ) 2
 FD1628  NAD 83(1986)-  35 33 20.22520(N)    087 46 15.11566(W) AD(       ) 2
 FD1628  NAD 27      -  35 33 19.97200(N)    087 46 15.02800(W) AD(       ) 2
 FD1628
 FD1628.Superseded values are not recommended for survey control.
 FD1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1628.See file dsdata.txt to determine how the superseded data were derived.
 FD1628
 FD1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3013534935(NAD 83)
 FD1628_MARKER: DS = TRIANGULATION STATION DISK
 FD1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1628
 FD1628  HISTORY     - Date     Condition        Report By
 FD1628  HISTORY     - 1934     MONUMENTED       CGS
 FD1628  HISTORY     - 1962     GOOD             CGS
 FD1628  HISTORY     - 1975     GOOD             TVA
 FD1628
 FD1628                          STATION DESCRIPTION
 FD1628
 FD1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1628'ABOUT 6.75 MILES SOUTHEAST OF LINDEN, ABOUT 11 MILES WEST OF
 FD1628'HOHENWALD, ON
 FD1628'CLEARED HILL NEAR CENTER ONE OF THREE HOUSES, ON
 FD1628'PROPERTY OF WALTER P GROVER, 40
 FD1628'FEET SOUTH OF CENTER LINE OF ROAD, 18
 FD1628'FEET EAST OF HOUSE, AND 45 FEET SOUTHWEST OF
 FD1628'8-INCH OAK TREE.  TO
 FD1628'REACH FROM JUNCTION OF STATE ROUTES 13, 20, AND 100 IN LINDEN,
 FD1628'GO EAST 9.7
 FD1628'MILES ON ROUTE 20 TO T-ROAD, TURN SHARPLY TO RIGHT AND
 FD1628'CONTINUE 1.05 MILES TO
 FD1628'T-ROAD ON RIGHT, FOLLOW MAIN ROAD LEFT 1.15
 FD1628'MILES TO ROUGH DIRT ROAD TO RIGHT AT LEFT
 FD1628'TURN IN MAIN ROAD, TURN
 FD1628'RIGHT AND GO 2.8 MILES TO FORK, FOLLOW LEFT-HAND FORK 0.3
 FD1628'MILE TO TOP OF
 FD1628'HILL, CLEARED FIELD, AND STATION.  SURFACE AND UNDERGROUND MARKS
 FD1628'ARE STANDARD STATION
 FD1628'DISKS IN CONCRETE.  REFERENCE
 FD1628'AND AZIMUTH MARKS ARE STANDARD
 FD1628'REFERENCE DISKS IN CONCRETE.
 FD1628'NO 1 IS 4 YARDS NORTHWEST OF CENTER LINE OF ROAD,
 FD1628'5 FEET WEST OF
 FD1628'8-INCH OAK TREE, AND 127.85 FEET FROM STATION N 25 DEG 18 MIN E.
 FD1628'NO 2 IS 5
 FD1628'FEET NORTH OF CENTER LINE OF ROAD, 18 FEET EAST OF
 FD1628'FENCE CORNER, 10 FEET EAST OF
 FD1628'6-INCH HICKORY TREE, AND 132.94 FEET
 FD1628'FROM STATION N 78 DEG 39 MIN W.  AZIMUTH
 FD1628'MARK IS 2 YARDS
 FD1628'NORTH OF CENTER LINE OF ROAD, 21 YARDS WEST OF NORTHWEST CORNER OF
 FD1628'SAVAGES HOUSE,
 FD1628'AND 0.1 MILE BY ROAD FROM STATION S 88 DEG 58 MIN W.
 FD1628'BEARING FROM STATION.
 FD1628'TO SAVAGES HOUSE, EAST GABLE,
 FD1628'DISTANT 450.0 FEET, IS S 83 DEG 42 MIN W.
 FD1628
 FD1628                          STATION RECOVERY (1962)
 FD1628
 FD1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1628'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1628'RECOVERED AND FOUND IN
 FD1628'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND LYING BESIDE THE
 FD1628'WOODS ROAD SOME DISTANCE
 FD1628'FROM WHERE ITS ORIGINAL DESCRIPTION SAID AND
 FD1628'THE DISK WAS REMOVED FOR SUBMISSION TO THE
 FD1628'WASHINGTON OFFICE.  THE
 FD1628'ORIGINAL DESCRIPTION IS NOW COMPLETELY INADEQUATE.  FOLLOWING
 FD1628'IS A NEW AND
 FD1628'COMPLETE DESCRIPTION.
 FD1628'
 FD1628'THE STATION IS THOUGHT TO BE ON THE HOLDINGS OF THE MEMPHIS COTTON
 FD1628'COMPANY, AT THE WEST END OF
 FD1628'A LONG, FLAT-TOPPED RIDGE, ABOUT 11 MILES WEST OF
 FD1628'HOHENWALD AND 7 MILES SOUTHEAST OF
 FD1628'LINDEN.
 FD1628'
 FD1628'TO REACH THE STATION FROM THE POST OFFICE IN HOHENWALD, GO EAST ON
 FD1628'WEST LINDEN STREET TO PARK
 FD1628'AVENUE NORTH, HERE TURN RIGHT ON PARK AVENUE NORTH AND
 FD1628'GO 1 BLOCK TO THE TRAFFIC LIGHT
 FD1628'AT THE JUNCTION OF STATE ROUTES 99,
 FD1628'48 AND 20.  HERE TURN RIGHT AND GO WEST AND
 FD1628'NORTHWEST ON STATE ROUTE
 FD1628'20 FOR 10.0 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO
 FD1628'SOUTHERLY FOR 2.15
 FD1628'MILES TO AN OILED CROSSROAD, TURN LEFT ON THIS OILED ROAD
 FD1628'FOR ABOUT 0.05 MILE TO A
 FD1628'GRAVELED ROAD RIGHT, TURN RIGHT ON THIS
 FD1628'GRAVELED ROAD AND CONTINUE SOUTHERLY FOR
 FD1628'1.2 MILES TO A T CROSSROAD
 FD1628'AND A LARGE WHITE HOUSE IN THE NORTHWEST ANGLE.  HERE TURN LEFT,
 FD1628'EASTERLY, FOR 0.5 MILE TO A DIM ROAD LEFT LEADING INTO AN OLD HOME
 FD1628'SITE AND A LARGE
 FD1628'STONE CHIMNEY, HERE KEEP RIGHT, CROSSING A SMALL
 FD1628'BRIDGE AND CONTINUE SOUTHERLY UP A
 FD1628'STEEP HILL FOR 0.6 MILE TO A FORK,
 FD1628'KEEP RIGHT FORK AND GO WEST FOR 0.2 MILE TO A CURVE
 FD1628'WHERE THE MAIN
 FD1628'ROAD BEARS LEFT AND A WOODS ROAD CONTINUES STRAIGHT AHEAD AT A
 FD1628'14-INCH, TRIANGLE
 FD1628'BLAZED OAK TREE IN THE V OF THE FORK AND U S
 FD1628'GEOLOGICAL BENCH MARK TT 26 FR 1935
 FD1628'WITH WITNESS POST JUST SOUTH OF
 FD1628'THE BLAZED OAK.  HERE CONTINUE STRAIGHT AHEAD,
 FD1628'WESTERLY, ON THE WOODS
 FD1628'ROAD FOR 3.2 MILES TO A SMALL CLEARING WHERE A PIPE LINE
 FD1628'TRAVERSES THE
 FD1628'RIDGE, A BLAZED TWIN TRUNKED HICKORY TREE AND SMALL BLAZED ELM
 FD1628'TREE NEAR A PILE OF
 FD1628'LARGE ROCKS ARE ON THE RIGHT AND THE STATION ON
 FD1628'THE LEFT.
 FD1628'
 FD1628'THE STATION IS 100 FEET SOUTHWEST OF AN 8-INCH, BLAZED LOCUST TREE,
 FD1628'50 FEET SOUTH OF A
 FD1628'6-INCH, TWIN TRUNKED, TRIANGLE BLAZED HICKORY TREE, 40
 FD1628'FEET SOUTHEAST OF A 6-INCH,
 FD1628'TRIANGLE BLAZED ELM TREE, 24 FEET
 FD1628'SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 FD1628'WOODS ROAD WHERE IT BENDS
 FD1628'TO THE RIGHT, AND 0.9 FOOT WEST OF A METAL WITNESS POST AND
 FD1628'SIGN.  IT IS A
 FD1628'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH CONCRETE
 FD1628'MONUMENT AND THE DISK
 FD1628'IS STAMPED ICE 1934.
 FD1628'
 FD1628'REFERENCE MARK NO 1 IS 34 FEET NORTHWEST OF AN 8-INCH, BLAZED LOCUST
 FD1628'TREE, 24 FEET EAST OF A
 FD1628'10-INCH, TRIANGLE BLAZED OAK TREE AND 12 FEET
 FD1628'NORTHWEST OF THE APPROXIMATE
 FD1628'CENTER OF THE WOODS ROAD.  IT IS A
 FD1628'STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1628'ROUND, CONCRETE MONUMENT
 FD1628'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED ICE NO 1 1934.
 FD1628'
 FD1628'REFERENCE MARK NO 2 IS 21 FEET SOUTH OF AN 8-INCH, TRIANGLE BLAZED
 FD1628'OAK TREE, 9 FEET SOUTH OF
 FD1628'THE APPROXIMATE CENTER OF THE WOODS ROAD AND 2.5 FEET
 FD1628'WEST OF A SMALL, TWIN TRUNKED
 FD1628'HICKORY TREE.  IT IS A STANDARD DISK
 FD1628'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1628'MONUMENT THAT PROJECTS 8
 FD1628'INCHES AND THE DISK IS STAMPED ICE NO 2 1934.
 FD1628
 FD1628                          STATION RECOVERY (1975)
 FD1628
 FD1628'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975 (NOD)
 FD1628'ICE RECOVERED IN GOOD CONDITION.  DESC IN BULLETIN GOOD.
 FD1628'
 FD1628'ALL REF. TREES GOOD.
 FD1628'
 FD1628'ADD TO DESC. MARKER SET IN N EDGE OF GAS LINE R/W (CLEARED).
 FD1628'
 FD1628'ICE RM-1 RECOVERED IN GOOD CONDITION.  DESC AND REFS OF MARKER GOOD
 FD1628'REFS PAINTED WITH WHITE CROSS.
 FD1628'
 FD1628'ADD TO DESC POST AND SURVEY MARKER SIGN SET 2 DEG NE OF MARKER.
 FD1628'
 FD1628'ICE RM-2 RECOVERED IN GOOD CONDITION.  DESC OF MARKER GOOD, EXCEPT,
 FD1628'CHANGE TO READ 21 FEET NORTH OF A 10 INCH OAK INSTEAD OF 21 FEET
 FD1628'SOUTH OF A 8 INCH OAK.
 FD1628'
 FD1628'ADD TO REFS. 40.3 5.50 E TO 10 INCH TRIPLE OAK.
 FD1628'
 FD1628'ALL REFS TRESS PAINTED WITH WHITE CROSS.
 FD1628'
 FD1628'POST AND SIGN SET 2 FEET W OF MARKER.
 FD1628'
 FD1628'DISTANCE AND DIRECTION FROM NEAREST TOWN 7.0 MI SE OF LINDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0835 ***********************************************************************
 GB0835  DESIGNATION -  IDIOT
 GB0835  PID         -  GB0835
 GB0835  STATE/COUNTY-  TN/ANDERSON
 GB0835  USGS QUAD   -  LAKE CITY (1973)
 GB0835
 GB0835                         *CURRENT SURVEY CONTROL
 GB0835  ___________________________________________________________________
 GB0835* NAD 83(1995)-  36 08 25.27213(N)    084 09 16.34650(W)     ADJUSTED  
 GB0835* NAVD 88     -       271.270  (meters)     889.99   (feet)  ADJUSTED  
 GB0835  ___________________________________________________________________
 GB0835  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 GB0835  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0835  DYNAMIC HT  -         271.024 (meters)     889.18  (feet)  COMP
 GB0835  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 GB0835
 GB0835  HORZ ORDER  -  SECOND
 GB0835  VERT ORDER  -  SECOND    CLASS 0
 GB0835
 GB0835.The horizontal coordinates were established by classical geodetic methods
 GB0835.and adjusted by the National Geodetic Survey in April 1999..
 GB0835
 GB0835.The orthometric height was determined by differential leveling
 GB0835.and adjusted by the National Geodetic Survey in June 1991..
 GB0835
 GB0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0835
 GB0835.The geoid height was determined by GEOID03.
 GB0835
 GB0835.The dynamic height is computed by dividing the NAVD 88
 GB0835.geopotential number by the normal gravity value computed on the
 GB0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0835.degrees latitude (g = 980.6199 gals.).
 GB0835
 GB0835.The modeled gravity was interpolated from observed gravity values.
 GB0835
 GB0835;                    North         East     Units Scale Factor Converg.
 GB0835;SPC TN       -   202,054.348   766,082.030   MT  0.99996265   +1 04 49.5
 GB0835;SPC TN       -   662,906.64  2,513,387.46   sFT  0.99996265   +1 04 49.5
 GB0835;UTM  16      - 4,003,267.161   756,031.593   MT  1.00040778   +1 40 44.6
 GB0835
 GB0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0835!SPC TN       -   0.99996219  x   0.99996265  =   0.99992484
 GB0835!UTM  16      -   0.99996219  x   1.00040778  =   1.00036996
 GB0835
 GB0835:                Primary Azimuth Mark                     Grid Az
 GB0835:SPC TN       -  IDIOT AZ MK                              122 20 03.1
 GB0835:UTM  16      -  IDIOT AZ MK                              121 44 08.0
 GB0835
 GB0835|---------------------------------------------------------------------|
 GB0835| PID    Reference Object                     Distance      Geod. Az  |
 GB0835|                                                           dddmmss.s |
 GB0835| GB0837 IDIOT AZ MK                                        1232452.6 |
 GB0835| GB2561 WEBER                               APPROX. 1.4 KM 1441755.1 |
 GB0835| GB0836 IDIOT RM 1                            6.801 METERS 15933     |
 GB0835| GB0834 IDIOT RM 2                            8.223 METERS 26424     |
 GB0835|---------------------------------------------------------------------|
 GB0835
 GB0835                          SUPERSEDED SURVEY CONTROL
 GB0835
 GB0835  NAD 83(1995)-  36 08 25.27572(N)    084 09 16.34942(W) AD(       ) 2
 GB0835  NAD 83(1995)-  36 08 25.27593(N)    084 09 16.34900(W) AD(       ) 2
 GB0835  NAD 83(1986)-  36 08 25.28321(N)    084 09 16.34544(W) AD(       ) 2
 GB0835  NAD 27      -  36 08 25.00415(N)    084 09 16.63487(W) AD(       ) 2
 GB0835  NGVD 29 (??/??/92)  271.403  (m)          890.43   (f) ADJ UNCH    2 0
 GB0835
 GB0835.Superseded values are not recommended for survey control.
 GB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0835.See file dsdata.txt to determine how the superseded data were derived.
 GB0835
 GB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5603203267(NAD 83)
 GB0835_MARKER: DD = SURVEY DISK
 GB0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0835+STABILITY: SURFACE MOTION
 GB0835
 GB0835  HISTORY     - Date     Condition        Report By
 GB0835  HISTORY     - 1964     MONUMENTED       TNHD
 GB0835  HISTORY     - 1965     GOOD             TNHD
 GB0835
 GB0835                          STATION DESCRIPTION
 GB0835
 GB0835'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0835'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CLINTON.
 GB0835'
 GB0835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB0835'ROUTE 61 IN CLINTON, GO
 GB0835'NORTH ON U.S.  HIGHWAY 25W FOR 3.35 MILES TO THE
 GB0835'AZIMUTH MARK ON THE RIGHT,
 GB0835'CONTINUE NORTH FOR 0.1 MILE TO A GRAVELED
 GB0835'ROAD ON THE LEFT, JUST AFTER CROSSING A SMALL
 GB0835'CONCRETE BRIDGE.  THE
 GB0835'STATION IS ABOUT 300 FEET WEST IN A SMALL GROVE OF PINE TREES.
 GB0835'
 GB0835'THE STATION IS 1 FOOT NORTH OF A WITNESS POST.  THE SURFACE AND
 GB0835'UNDERGROUND MARKS ARE
 GB0835'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB0835'ARE STAMPED IDIOT 1964.  THE
 GB0835'UNDERGROUND MARK IS ABOUT 30 INCHES
 GB0835'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN
 GB0835'A 10-INCH, SQUARE,
 GB0835'FLUSH, CONCRETE MONUMENT.
 GB0835'
 GB0835'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WITNESS POST.  IT IS A
 GB0835'STANDARD TENNESSEE
 GB0835'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GB0835'CONCRETE MONUMENT AND THE
 GB0835'DISK IS STAMPED IDIOT RM-1 1964.
 GB0835'
 GB0835'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A WITNESS POST.  IT IS A
 GB0835'STANDARD TENNESSEE
 GB0835'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GB0835'CONCRETE MONUMENT AND THE
 GB0835'DISK IS STAMPED IDIOT RM-2 1964.
 GB0835'
 GB0835'THE AZIMUTH MARK IS 231 FEET SOUTH OF THE SOUTHEAST SIDE OF A SMALL
 GB0835'CONCRETE BRIDGE, 25 FEET
 GB0835'EAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 25W,
 GB0835'3 FEET WEST OF A FENCE LINE AND
 GB0835'2.5 FEET WEST OF A WITNESS POST.  IT
 GB0835'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0835'SET IN A 10-INCH,
 GB0835'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED IDIOT AZI
 GB0835'1964.
 GB0835'
 GB0835'ALL OBSERVATIONS WERE MADE FROM A 25 FOOT STEEL TOWER.
 GB0835'
 GB0835'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 GB0835
 GB0835                          STATION RECOVERY (1965)
 GB0835
 GB0835'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0835'3.4 MI N FROM CLINTON.
 GB0835'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 IN
 GB0835'CLINTON GO NORTH ON U.S. HIGHWAY 25W FOR 3.35 MILES TO A
 GB0835'GRAVELED ROAD ON THE LEFT, JUST AFTER CROSSING A SMALL CONCRETE
 GB0835'BRIDGE, THE STATION IS ABOUT 300 FEET TO THE WEST, IN A SMALL
 GB0835'GROVE OF PINE TREES AND 1.0 FOOT NORTH OF A METAL WITNESS POST
 GB0835'WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0835'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH
 GB0835'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0837 ***********************************************************************
 GB0837  DESIGNATION -  IDIOT AZ MK
 GB0837  PID         -  GB0837
 GB0837  STATE/COUNTY-  TN/ANDERSON
 GB0837  USGS QUAD   -  LAKE CITY (1973)
 GB0837
 GB0837                         *CURRENT SURVEY CONTROL
 GB0837  ___________________________________________________________________
 GB0837* NAD 83(1986)-  36 08 22.     (N)    084 09 12.     (W)     SCALED    
 GB0837* NAVD 88     -       269.539  (meters)     884.31   (feet)  ADJUSTED  
 GB0837  ___________________________________________________________________
 GB0837  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB0837  DYNAMIC HT  -         269.294 (meters)     883.51  (feet)  COMP
 GB0837  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 GB0837
 GB0837  VERT ORDER  -  SECOND    CLASS 0
 GB0837
 GB0837.The horizontal coordinates were scaled from a topographic map and have
 GB0837.an estimated accuracy of +/- 6 seconds.
 GB0837
 GB0837.The orthometric height was determined by differential leveling
 GB0837.and adjusted by the National Geodetic Survey in June 1991..
 GB0837
 GB0837.The geoid height was determined by GEOID03.
 GB0837
 GB0837.The dynamic height is computed by dividing the NAVD 88
 GB0837.geopotential number by the normal gravity value computed on the
 GB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0837.degrees latitude (g = 980.6199 gals.).
 GB0837
 GB0837.The modeled gravity was interpolated from observed gravity values.
 GB0837
 GB0837;                    North         East    Units  Estimated Accuracy
 GB0837;SPC TN       -   201,960.      766,190.      MT  (+/- 180 meters Scaled)
 GB0837
 GB0837                          SUPERSEDED SURVEY CONTROL
 GB0837
 GB0837  NGVD 29 (??/??/??)  269.72   (m)          884.9    (f) RESET       3  
 GB0837
 GB0837.Superseded values are not recommended for survey control.
 GB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0837.See file dsdata.txt to determine how the superseded data were derived.
 GB0837
 GB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF561031(NAD 83)
 GB0837_MARKER: DZ = AZIMUTH MARK DISK
 GB0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0837_STAMPING: IDIOT AZI 1964
 GB0837_MARK LOGO: TNHD  
 GB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0837+STABILITY: SURFACE MOTION
 GB0837
 GB0837  HISTORY     - Date     Condition        Report By
 GB0837  HISTORY     - 1964     MONUMENTED       TNHD
 GB0837  HISTORY     - 1965     GOOD             TNHD
 GB0837
 GB0837                          STATION DESCRIPTION
 GB0837
 GB0837'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0837'3.4 MI N FROM CLINTON.
 GB0837'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 AT
 GB0837'CLINTON, GO NORTH ON U.S. HIGHWAY 25W FOR 3.35 MILES TO THE
 GB0837'MARK ON THE RIGHT.  THE MARK IS 231 FEET SOUTH OF THE SOUTHEAST
 GB0837'SIDE OF A SMALL CONCRETE BRIDGE AND 25 FEET WEST OF A METAL
 GB0837'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GB0837'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0837'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0836 ***********************************************************************
 GB0836  DESIGNATION -  IDIOT RM 1
 GB0836  PID         -  GB0836
 GB0836  STATE/COUNTY-  TN/ANDERSON
 GB0836  USGS QUAD   -  LAKE CITY (1973)
 GB0836
 GB0836                         *CURRENT SURVEY CONTROL
 GB0836  ___________________________________________________________________
 GB0836* NAD 83(1986)-  36 08 25.     (N)    084 09 17.     (W)     SCALED    
 GB0836* NAVD 88     -       271.011  (meters)     889.14   (feet)  ADJUSTED  
 GB0836  ___________________________________________________________________
 GB0836  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0836  DYNAMIC HT  -         270.765 (meters)     888.33  (feet)  COMP
 GB0836  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 GB0836
 GB0836  VERT ORDER  -  SECOND    CLASS 0
 GB0836
 GB0836.The horizontal coordinates were scaled from a topographic map and have
 GB0836.an estimated accuracy of +/- 6 seconds.
 GB0836
 GB0836.The orthometric height was determined by differential leveling
 GB0836.and adjusted by the National Geodetic Survey in June 1991..
 GB0836
 GB0836.The geoid height was determined by GEOID03.
 GB0836
 GB0836.The dynamic height is computed by dividing the NAVD 88
 GB0836.geopotential number by the normal gravity value computed on the
 GB0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0836.degrees latitude (g = 980.6199 gals.).
 GB0836
 GB0836.The modeled gravity was interpolated from observed gravity values.
 GB0836
 GB0836;                    North         East    Units  Estimated Accuracy
 GB0836;SPC TN       -   202,050.      766,070.      MT  (+/- 180 meters Scaled)
 GB0836
 GB0836                          SUPERSEDED SURVEY CONTROL
 GB0836
 GB0836  NGVD 29 (??/??/92)  271.144  (m)          889.58   (f) ADJ UNCH    2 0
 GB0836
 GB0836.Superseded values are not recommended for survey control.
 GB0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0836.See file dsdata.txt to determine how the superseded data were derived.
 GB0836
 GB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF560032(NAD 83)
 GB0836_MARKER: DR = REFERENCE MARK DISK
 GB0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0836_STAMPING: IDIOT RM 1 1964
 GB0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0836+STABILITY: SURFACE MOTION
 GB0836
 GB0836  HISTORY     - Date     Condition        Report By
 GB0836  HISTORY     - 1964     MONUMENTED       TNHD
 GB0836  HISTORY     - 1965     GOOD             TNHD
 GB0836
 GB0836                          STATION DESCRIPTION
 GB0836
 GB0836'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0836'3.4 MI N FROM CLINTON.
 GB0836'THE MARK IS LOCATED AT THE IDIOT 1964 STATION SITE, 1 FOOT
 GB0836'NORTH OF METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GB0836'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0836'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0834 ***********************************************************************
 GB0834  DESIGNATION -  IDIOT RM 2
 GB0834  PID         -  GB0834
 GB0834  STATE/COUNTY-  TN/ANDERSON
 GB0834  USGS QUAD   -  LAKE CITY (1973)
 GB0834
 GB0834                         *CURRENT SURVEY CONTROL
 GB0834  ___________________________________________________________________
 GB0834* NAD 83(1986)-  36 08 25.     (N)    084 09 17.     (W)     SCALED    
 GB0834* NAVD 88     -       271.447  (meters)     890.57   (feet)  ADJUSTED  
 GB0834  ___________________________________________________________________
 GB0834  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0834  DYNAMIC HT  -         271.201 (meters)     889.77  (feet)  COMP
 GB0834  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 GB0834
 GB0834  VERT ORDER  -  SECOND    CLASS 0
 GB0834
 GB0834.The horizontal coordinates were scaled from a topographic map and have
 GB0834.an estimated accuracy of +/- 6 seconds.
 GB0834
 GB0834.The orthometric height was determined by differential leveling
 GB0834.and adjusted by the National Geodetic Survey in June 1991..
 GB0834
 GB0834.The geoid height was determined by GEOID03.
 GB0834
 GB0834.The dynamic height is computed by dividing the NAVD 88
 GB0834.geopotential number by the normal gravity value computed on the
 GB0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0834.degrees latitude (g = 980.6199 gals.).
 GB0834
 GB0834.The modeled gravity was interpolated from observed gravity values.
 GB0834
 GB0834;                    North         East    Units  Estimated Accuracy
 GB0834;SPC TN       -   202,050.      766,070.      MT  (+/- 180 meters Scaled)
 GB0834
 GB0834                          SUPERSEDED SURVEY CONTROL
 GB0834
 GB0834  NGVD 29 (??/??/92)  271.580  (m)          891.01   (f) ADJ UNCH    2 0
 GB0834
 GB0834.Superseded values are not recommended for survey control.
 GB0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0834.See file dsdata.txt to determine how the superseded data were derived.
 GB0834
 GB0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF560032(NAD 83)
 GB0834_MARKER: DR = REFERENCE MARK DISK
 GB0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0834_STAMPING: IDIOT RM 2 1964
 GB0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0834+STABILITY: SURFACE MOTION
 GB0834
 GB0834  HISTORY     - Date     Condition        Report By
 GB0834  HISTORY     - 1964     MONUMENTED       TNHD
 GB0834  HISTORY     - 1965     GOOD             TNHD
 GB0834
 GB0834                          STATION DESCRIPTION
 GB0834
 GB0834'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0834'3.4 MI N FROM CLINTON.
 GB0834'THE MARK IS LOCATED AT THE IDIOT 1964 STATION SITE, 1 FOOT
 GB0834'NORTH OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A
 GB0834'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0834'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1245 ***********************************************************************
 FC1245  DESIGNATION -  IGOU
 FC1245  PID         -  FC1245
 FC1245  STATE/COUNTY-  TN/HAMILTON
 FC1245  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1245
 FC1245                         *CURRENT SURVEY CONTROL
 FC1245  ___________________________________________________________________
 FC1245* NAD 83(1995)-  35 02 14.46496(N)    085 09 43.95123(W)     ADJUSTED  
 FC1245* NAVD 88     -       239.358  (meters)     785.29   (feet)  ADJUSTED  
 FC1245  ___________________________________________________________________
 FC1245  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FC1245  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC1245  DYNAMIC HT  -         239.120 (meters)     784.51  (feet)  COMP
 FC1245  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC1245
 FC1245  HORZ ORDER  -  SECOND
 FC1245  VERT ORDER  -  SECOND    CLASS 0
 FC1245
 FC1245.The horizontal coordinates were established by classical geodetic methods
 FC1245.and adjusted by the National Geodetic Survey in April 1999..
 FC1245
 FC1245.The orthometric height was determined by differential leveling
 FC1245.and adjusted by the National Geodetic Survey in June 1991..
 FC1245
 FC1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1245
 FC1245.The geoid height was determined by GEOID03.
 FC1245
 FC1245.The dynamic height is computed by dividing the NAVD 88
 FC1245.geopotential number by the normal gravity value computed on the
 FC1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1245.degrees latitude (g = 980.6199 gals.).
 FC1245
 FC1245.The modeled gravity was interpolated from observed gravity values.
 FC1245
 FC1245;                    North         East     Units Scale Factor Converg.
 FC1245;SPC TN       -    78,439.344   676,448.122   MT  1.00004433   +0 29 25.7
 FC1245;SPC TN       -   257,346.41  2,219,313.55   sFT  1.00004433   +0 29 25.7
 FC1245;UTM  16      - 3,878,729.006   667,635.137   MT  0.99994634   +1 03 19.2
 FC1245
 FC1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1245!SPC TN       -   0.99996712  x   1.00004433  =   1.00001145
 FC1245!UTM  16      -   0.99996712  x   0.99994634  =   0.99991346
 FC1245
 FC1245|---------------------------------------------------------------------|
 FC1245| PID    Reference Object                     Distance      Geod. Az  |
 FC1245|                                                           dddmmss.s |
 FC1245| FC1244 IGOU RM 1                            10.196 METERS 04040     |
 FC1245| FC1243 IGOU AZ MK                                         0472124.6 |
 FC1245| FC1246 IGOU RM 2                            10.094 METERS 22057     |
 FC1245|---------------------------------------------------------------------|
 FC1245
 FC1245                          SUPERSEDED SURVEY CONTROL
 FC1245
 FC1245  NAD 83(1995)-  35 02 14.46593(N)    085 09 43.95324(W) AD(       ) 2
 FC1245  NAD 83(1995)-  35 02 14.46432(N)    085 09 43.95520(W) AD(       ) 2
 FC1245  NAD 83(1995)-  35 02 14.46484(N)    085 09 43.95332(W) AD(       ) 2
 FC1245  NAD 83(1986)-  35 02 14.46528(N)    085 09 43.95255(W) AD(       ) 2
 FC1245  NAD 27      -  35 02 14.19650(N)    085 09 44.12240(W) AD(       ) 2
 FC1245  NGVD 29 (??/??/92)  239.379  (m)          785.36   (f) ADJ UNCH    2 0
 FC1245
 FC1245.Superseded values are not recommended for survey control.
 FC1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1245.See file dsdata.txt to determine how the superseded data were derived.
 FC1245
 FC1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6763578729(NAD 83)
 FC1245_MARKER: DE = TRAVERSE STATION DISK
 FC1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1245_STAMPING: IGOU 1961
 FC1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1245+STABILITY: SURFACE MOTION
 FC1245
 FC1245  HISTORY     - Date     Condition        Report By
 FC1245  HISTORY     - 1961     MONUMENTED       CGS
 FC1245  HISTORY     - 1962     GOOD             NGS
 FC1245  HISTORY     - 1964     GOOD             CGS
 FC1245  HISTORY     - 1972     GOOD             NGS
 FC1245  HISTORY     - 1975     GOOD             NGS
 FC1245  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1245
 FC1245                          STATION DESCRIPTION
 FC1245
 FC1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1245'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF DOWNTOWN
 FC1245'CHATTANOOGA, ABOUT 6 MILES SOUTHWEST OF OOLTEWAH, ABOUT MIDWAY
 FC1245'BETWEEN SHALLOWFORD ROAD AND IGOU GAP ROAD AND ON THE WEST SIDE OF
 FC1245'INTERSTATE HIGHWAY 75.
 FC1245'
 FC1245'TO REACH THE STATION FROM THE BRAINERD STATION POST OFFICE IN
 FC1245'CHATTANOOGA, GO NORTH ON U.S. HIGHWAY 11 AND 64 FOR 4.55 MILES TO A
 FC1245'CROSSROAD, TURN RIGHT, EAST, ON SHALLOWFORD ROAD AND GO 0.4 MILE TO A
 FC1245'BRIDGE OVER INTERSTATE HIGHWAY 75 AND THE AZIMUTH MARK, TURN
 FC1245'RIGHT, SOUTH, ON THE WEST END OF THE BRIDGE AND GO 0.6 MILE ON THE
 FC1245'INTERSTATE TO THE STATION ON THE RIGHT.
 FC1245'
 FC1245'STATION MARK IS 4 FEET EAST OF A WIRE FENCE, 3.3 FEET SOUTH OF A
 FC1245'METAL WITNESS POST AND 2 FEET WEST OF A HIGHWAY CUT.  THE MARK IS A
 FC1245'STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS
 FC1245'3 INCHES AND IS STAMPED IGOU 1961.
 FC1245'
 FC1245'REFERENCE MARK NO. 1 IS 4 FEET EAST OF A WIRE FENCE AND 2 FEET WEST
 FC1245'OF A HIGHWAY CUT. THE MARK IS A STANDARD DISK SET IN A SQUARE
 FC1245'CONCRETE POST, WHICH PROJECTS 3 INCHES AND IS STAMPED IGOU NO 1
 FC1245'1961.
 FC1245'
 FC1245'REFERENCE MARK NO. 2 IS 3 FEET EAST OF A WIRE FENCE AND 3 FEET WEST
 FC1245'OF A HIGHWAY CUT. THE MARK IS A STANDARD DISK SET IN A SQUARE
 FC1245'CONCRETE POST, WHICH PROJECTS 3 INCHES AND IS STAMPED IGOU NO 2
 FC1245'1961.
 FC1245'
 FC1245'AZIMUTH MARK IS 6.8 FEET WEST OF THE EAST END OF A SIDE WALK, 1.4
 FC1245'FEET SOUTH OF THE EDGE OF THE SIDE WALK AND 1.1 FEET NORTH OF A
 FC1245'METAL GUARD RAIL. THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 FC1245'HOLE IN A SIDE WALK AND IS STAMPED IGOU 1961.
 FC1245'
 FC1245'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FC1245
 FC1245                          STATION RECOVERY (1962)
 FC1245
 FC1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1245'2.4 MI E FROM EAST BRAINERD.
 FC1245'TO REACH THE STATION FROM THE ELBERT LONG SCHOOL ON EAST BRAINERD
 FC1245'ROAD GO EAST ON EAST BRAINERD ROAD 0.5 MILE TO THE INTERSTATE
 FC1245'HIGHWAY AND TURN LEFT 1.3 MILE TO A LARGE CUT AND THE MARK ON
 FC1245'THE LEFT, 4 FEET EAST OF A WIRE FENCE, 3.3 FEET SOUTH OF A
 FC1245'METAL WITNESS POST, 2 FEET WEST OF 40 FOOT BANK.  A STANDARD
 FC1245'TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC1245'3 INCHES AND IS ABOUT 40 FEET ABOVE THE LEVEL OF THE INTERSTATE
 FC1245'HIGHWAY.
 FC1245
 FC1245                          STATION RECOVERY (1964)
 FC1245
 FC1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1245'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FC1245'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1961
 FC1245'DESCRIPTION IS ADEQUATE EXCEPT THE WIRE FENCE HAS BEEN REPLACED
 FC1245'BY A CYCLONE FENCE.
 FC1245'
 FC1245'THE STATION MARK IS 1 FOOT EAST OF THE CYCLONE FENCE.  REFERENCE
 FC1245'MARK NO. 1 IS 1 INCH EAST OF THE CYCLONE FENCE.  REFERENCE MARK
 FC1245'NO. 2 IS 6 INCHES EAST OF THE CYCLONE FENCE.
 FC1245
 FC1245                          STATION RECOVERY (1972)
 FC1245
 FC1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1245'GOOD DESCRIPTION GOOD.
 FC1245'
 FC1245'IGOU 1961
 FC1245
 FC1245                          STATION RECOVERY (1975)
 FC1245
 FC1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1245'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 FC1245'STATION SITE IS OVERGROWN BY TREES AND COULD NOT BE OCCUPIED.  THE
 FC1245'DESCRIPTION IS GOOD WITH THE FOLLOWING--
 FC1245'
 FC1245'REFERENCE MARK 1 IS DIRECTLY UNDERNEATH THE FENCE LINE AND
 FC1245'REFERENCE MARK 2 IS 2 FEET EAST OF THE FENCE AND 1 FOOT WEST OF
 FC1245'A TWIN TRUNK 6 INCH LOCUST TREE.
 FC1245'
 FC1245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1245'ABOUT 6 MILES SOUTHWEST OF OOLTEWAH.
 FC1245
 FC1245                          STATION RECOVERY (1983)
 FC1245
 FC1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1245'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1243 ***********************************************************************
 FC1243  DESIGNATION -  IGOU AZ MK
 FC1243  PID         -  FC1243
 FC1243  STATE/COUNTY-  TN/HAMILTON
 FC1243  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1243
 FC1243                         *CURRENT SURVEY CONTROL
 FC1243  ___________________________________________________________________
 FC1243* NAD 83(1986)-  35 02 34.     (N)    085 09 20.     (W)     SCALED    
 FC1243* NAVD 88     -       226.515  (meters)     743.16   (feet)  ADJUSTED  
 FC1243  ___________________________________________________________________
 FC1243  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 FC1243  DYNAMIC HT  -         226.289 (meters)     742.42  (feet)  COMP
 FC1243  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 FC1243
 FC1243  VERT ORDER  -  FIRST     CLASS II
 FC1243
 FC1243.The horizontal coordinates were scaled from a topographic map and have
 FC1243.an estimated accuracy of +/- 6 seconds.
 FC1243
 FC1243.The orthometric height was determined by differential leveling
 FC1243.and adjusted by the National Geodetic Survey in June 1991..
 FC1243.WARNING-Repeat measurements at this control monument indicate possible
 FC1243.vertical movement.
 FC1243
 FC1243.The geoid height was determined by GEOID03.
 FC1243
 FC1243.The dynamic height is computed by dividing the NAVD 88
 FC1243.geopotential number by the normal gravity value computed on the
 FC1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1243.degrees latitude (g = 980.6199 gals.).
 FC1243
 FC1243.The modeled gravity was interpolated from observed gravity values.
 FC1243
 FC1243;                    North         East    Units  Estimated Accuracy
 FC1243;SPC TN       -    79,050.      677,050.      MT  (+/- 180 meters Scaled)
 FC1243
 FC1243                          SUPERSEDED SURVEY CONTROL
 FC1243
 FC1243  NGVD 29 (??/??/92)  226.519  (m)          743.17   (f) ADJ UNCH    1 2
 FC1243
 FC1243.Superseded values are not recommended for survey control.
 FC1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1243.See file dsdata.txt to determine how the superseded data were derived.
 FC1243
 FC1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD682793(NAD 83)
 FC1243_MARKER: DZ = AZIMUTH MARK DISK
 FC1243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1243_SP_SET: OVERPASS
 FC1243_STAMPING: IGOU 1961
 FC1243_MARK LOGO: CGS   
 FC1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1243
 FC1243  HISTORY     - Date     Condition        Report By
 FC1243  HISTORY     - 1961     MONUMENTED       CGS
 FC1243  HISTORY     - 1962     GOOD             NGS
 FC1243  HISTORY     - 1983     GOOD             NGS
 FC1243  HISTORY     - 1989     GOOD             USPSQD
 FC1243
 FC1243                          STATION DESCRIPTION
 FC1243
 FC1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1243'2.9 MI E FROM EAST BRAINERD.
 FC1243'TO REACH THE STATION FROM THE ELBERT LONG SCHOOL ON EAST BRAINERD
 FC1243'ROAD GO EAST ON EAST BRAINERD ROAD 0.5 TO THE INTERSTATE HIGHWAY
 FC1243'AND TURN LEFT AND GO 1.8 MILES TO A OVERPASS AND MARK IS SET
 FC1243'IN THE SOUTHEAST CORNER OF SIDEWALK ON THE OVERPASS, 6.8 FEET
 FC1243'WEST OF THE EAST END OF A SIDEWALK, 1.4 FEET SOUTH OF THE EDGE OF
 FC1243'THE SIDE WALK, 1.1 FEET NORTH OF A METAL GUARD RAIL.  A STANDARD
 FC1243'AZIMUTH MARK DISK SET IN A DRILL HOLE 6 INCHES ABOVE THE LEVEL
 FC1243'OF THE ROAD.
 FC1243
 FC1243                          STATION RECOVERY (1983)
 FC1243
 FC1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1243'RECOVERED IN GOOD CONDITION.
 FC1243
 FC1243                          STATION RECOVERY (1989)
 FC1243
 FC1243'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1244 ***********************************************************************
 FC1244  DESIGNATION -  IGOU RM 1
 FC1244  PID         -  FC1244
 FC1244  STATE/COUNTY-  TN/HAMILTON
 FC1244  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1244
 FC1244                         *CURRENT SURVEY CONTROL
 FC1244  ___________________________________________________________________
 FC1244* NAD 83(1986)-  35 02 14.     (N)    085 09 44.     (W)     SCALED    
 FC1244* NAVD 88     -       239.571  (meters)     785.99   (feet)  ADJUSTED  
 FC1244  ___________________________________________________________________
 FC1244  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC1244  DYNAMIC HT  -         239.333 (meters)     785.21  (feet)  COMP
 FC1244  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC1244
 FC1244  VERT ORDER  -  SECOND    CLASS 0
 FC1244
 FC1244.The horizontal coordinates were scaled from a topographic map and have
 FC1244.an estimated accuracy of +/- 6 seconds.
 FC1244
 FC1244.The orthometric height was determined by differential leveling
 FC1244.and adjusted by the National Geodetic Survey in June 1991..
 FC1244
 FC1244.The geoid height was determined by GEOID03.
 FC1244
 FC1244.The dynamic height is computed by dividing the NAVD 88
 FC1244.geopotential number by the normal gravity value computed on the
 FC1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1244.degrees latitude (g = 980.6199 gals.).
 FC1244
 FC1244.The modeled gravity was interpolated from observed gravity values.
 FC1244
 FC1244;                    North         East    Units  Estimated Accuracy
 FC1244;SPC TN       -    78,430.      676,450.      MT  (+/- 180 meters Scaled)
 FC1244
 FC1244                          SUPERSEDED SURVEY CONTROL
 FC1244
 FC1244  NGVD 29 (??/??/92)  239.592  (m)          786.06   (f) ADJ UNCH    2 0
 FC1244
 FC1244.Superseded values are not recommended for survey control.
 FC1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1244.See file dsdata.txt to determine how the superseded data were derived.
 FC1244
 FC1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD676787(NAD 83)
 FC1244_MARKER: DR = REFERENCE MARK DISK
 FC1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1244_STAMPING: IGOU NO 1 1961
 FC1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1244+STABILITY: SURFACE MOTION
 FC1244
 FC1244  HISTORY     - Date     Condition        Report By
 FC1244  HISTORY     - 1961     MONUMENTED       CGS
 FC1244  HISTORY     - 1962     GOOD             NGS
 FC1244  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1244
 FC1244                          STATION DESCRIPTION
 FC1244
 FC1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1244'2.4 MI E FROM EAST BRAINERD.
 FC1244'AT THE IGOU STATION SITE, 33.1 FEET NORTHEAST OF THE STATION,
 FC1244'4 FEET EAST OF A WIRE FENCE, 31 FEET SOUTH OF A METAL WITNESS
 FC1244'POST, 2 FEET WEST OF A HIGHWAY CUT.  A STANDARD REFERENCE MARK
 FC1244'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FC1244'AND IS ABOUT 40 FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.
 FC1244
 FC1244                          STATION RECOVERY (1983)
 FC1244
 FC1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1244'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1246 ***********************************************************************
 FC1246  DESIGNATION -  IGOU RM 2
 FC1246  PID         -  FC1246
 FC1246  STATE/COUNTY-  TN/HAMILTON
 FC1246  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1246
 FC1246                         *CURRENT SURVEY CONTROL
 FC1246  ___________________________________________________________________
 FC1246* NAD 83(1986)-  35 02 14.     (N)    085 09 44.     (W)     SCALED    
 FC1246* NAVD 88     -       239.142  (meters)     784.59   (feet)  ADJUSTED  
 FC1246  ___________________________________________________________________
 FC1246  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC1246  DYNAMIC HT  -         238.904 (meters)     783.80  (feet)  COMP
 FC1246  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 FC1246
 FC1246  VERT ORDER  -  SECOND    CLASS 0
 FC1246
 FC1246.The horizontal coordinates were scaled from a topographic map and have
 FC1246.an estimated accuracy of +/- 6 seconds.
 FC1246
 FC1246.The orthometric height was determined by differential leveling
 FC1246.and adjusted by the National Geodetic Survey in June 1991..
 FC1246
 FC1246.The geoid height was determined by GEOID03.
 FC1246
 FC1246.The dynamic height is computed by dividing the NAVD 88
 FC1246.geopotential number by the normal gravity value computed on the
 FC1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1246.degrees latitude (g = 980.6199 gals.).
 FC1246
 FC1246.The modeled gravity was interpolated from observed gravity values.
 FC1246
 FC1246;                    North         East    Units  Estimated Accuracy
 FC1246;SPC TN       -    78,430.      676,450.      MT  (+/- 180 meters Scaled)
 FC1246
 FC1246                          SUPERSEDED SURVEY CONTROL
 FC1246
 FC1246  NGVD 29 (??/??/92)  239.163  (m)          784.65   (f) ADJ UNCH    2 0
 FC1246
 FC1246.Superseded values are not recommended for survey control.
 FC1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1246.See file dsdata.txt to determine how the superseded data were derived.
 FC1246
 FC1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD676787(NAD 83)
 FC1246_MARKER: DR = REFERENCE MARK DISK
 FC1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1246_STAMPING: IGOU NO 2 1961
 FC1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1246+STABILITY: SURFACE MOTION
 FC1246
 FC1246  HISTORY     - Date     Condition        Report By
 FC1246  HISTORY     - 1961     MONUMENTED       CGS
 FC1246  HISTORY     - 1962     GOOD             NGS
 FC1246  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1246
 FC1246                          STATION DESCRIPTION
 FC1246
 FC1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1246'2.4 MI E FROM EAST BRAINERD.
 FC1246'AT THE IGOU STATION SITE, 33.5 SOUTHWEST OF THE STATION,
 FC1246'3 FEET EAST OF A WIRE FENCE, 3 FEET WEST OF A HIGHWAY CUT.  A
 FC1246'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FC1246'PROJECTING 3 INCHES AND IS ABOUT 40 FEET ABOVE THE LEVEL OF THE
 FC1246'INTERSTATE HIGHWAY.
 FC1246
 FC1246                          STATION RECOVERY (1983)
 FC1246
 FC1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1246'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2807 ***********************************************************************
 FE2807  DESIGNATION -  III
 FE2807  PID         -  FE2807
 FE2807  STATE/COUNTY-  TN/SHELBY
 FE2807  USGS QUAD   -  MILLINGTON (1997)
 FE2807
 FE2807                         *CURRENT SURVEY CONTROL
 FE2807  ___________________________________________________________________
 FE2807* NAD 83(1986)-  35 19 08.     (N)    089 59 36.     (W)     SCALED    
 FE2807* NAVD 88     -        79.629  (meters)     261.25   (feet)  ADJUSTED  
 FE2807  ___________________________________________________________________
 FE2807  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE2807  DYNAMIC HT  -          79.559 (meters)     261.02  (feet)  COMP
 FE2807  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FE2807
 FE2807  VERT ORDER  -  FIRST     CLASS II
 FE2807
 FE2807.The horizontal coordinates were scaled from a topographic map and have
 FE2807.an estimated accuracy of +/- 6 seconds.
 FE2807
 FE2807.The orthometric height was determined by differential leveling
 FE2807.and adjusted by the National Geodetic Survey in August 1995..
 FE2807
 FE2807.The geoid height was determined by GEOID03.
 FE2807
 FE2807.The dynamic height is computed by dividing the NAVD 88
 FE2807.geopotential number by the normal gravity value computed on the
 FE2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2807.degrees latitude (g = 980.6199 gals.).
 FE2807
 FE2807.The modeled gravity was interpolated from observed gravity values.
 FE2807
 FE2807;                    North         East    Units  Estimated Accuracy
 FE2807;SPC TN       -   116,760.      236,980.      MT  (+/- 180 meters Scaled)
 FE2807
 FE2807                          SUPERSEDED SURVEY CONTROL
 FE2807
 FE2807.No superseded survey control is available for this station.
 FE2807
 FE2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE278125(NAD 83)
 FE2807_MARKER: P = PIPE CAP
 FE2807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2807_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FE2807_STAMPING: III
 FE2807_MARK LOGO: NONE  
 FE2807_PROJECTION: FLUSH
 FE2807_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2807+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE2807_ROD/PIPE-DEPTH: 1.0  meters
 FE2807
 FE2807  HISTORY     - Date     Condition        Report By
 FE2807  HISTORY     - 1992     MONUMENTED       MLGW
 FE2807  HISTORY     - 19920116 GOOD             NGS
 FE2807  HISTORY     - 20021007 GOOD             USACE
 FE2807
 FE2807                          STATION DESCRIPTION
 FE2807
 FE2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2807'7.6 KM (4.70 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2807'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.6 KM
 FE2807'(0.35 MI) NORTHERLY ALONG OLD MILLINGTON ROAD, THENCE 3.4 KM
 FE2807'(2.10 MI) NORTHWESTERLY ALONG LITTLE JOHN ROAD, THENCE 1.1 KM
 FE2807'(0.70 MI) NORTHERLY ALONG WOODSTOCK CUBA ROAD, A WELDED POINT ON A
 FE2807'PIPE CAP ATTACHED TO A 2-INCH GALVANIZED STEEL PIPE ENCASED IN A
 FE2807'7-INCH PVC PIPE FILLED WITH CONCRETE, 17.7 M (58.1 FT) NORTH OF THE
 FE2807'CENTER OF A DRIVEWAY, 13.8 M (45.3 FT) WEST-NORTHWEST OF A FIRE
 FE2807'HYDRANT, 12.4 M (40.7 FT) SOUTH OF THE CENTERLINE OF CAMBELL ROAD,
 FE2807'6.1 M (20.0 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD,
 FE2807'AND 0.6 M (2.0 FT) EAST OF A CHAIN-LINK FENCE CORNER.
 FE2807
 FE2807                          STATION RECOVERY (2002)
 FE2807
 FE2807'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2679 ***********************************************************************
 GC2679  DESIGNATION -  IMPACT
 GC2679  PID         -  GC2679
 GC2679  STATE/COUNTY-  TN/STEWART
 GC2679  USGS QUAD   -  ROARING SPRING (1982)
 GC2679
 GC2679                         *CURRENT SURVEY CONTROL
 GC2679  ___________________________________________________________________
 GC2679* NAD 83(1995)-  36 37 34.87731(N)    087 44 14.59794(W)     ADJUSTED  
 GC2679* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 GC2679  ___________________________________________________________________
 GC2679  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 GC2679  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC2679
 GC2679  HORZ ORDER  -  SECOND
 GC2679
 GC2679.The horizontal coordinates were established by classical geodetic methods
 GC2679.and adjusted by the National Geodetic Survey in April 1999..
 GC2679
 GC2679.The orthometric height was scaled from a topographic map.
 GC2679
 GC2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2679
 GC2679.The geoid height was determined by GEOID03.
 GC2679
 GC2679;                    North         East     Units Scale Factor Converg.
 GC2679;SPC TN       -   255,797.372   444,600.088   MT  1.00004392   -1 01 01.7
 GC2679;SPC TN       -   839,228.54  1,458,658.79   sFT  1.00004392   -1 01 01.7
 GC2679;SPC KY1Z     - 1,034,415.510 1,322,225.858   MT  1.00014064   -1 13 12.6
 GC2679;SPC KY1Z     - 3,393,744.89  4,338,002.67   sFT  1.00014064   -1 13 12.6
 GC2679;SPC KY S     -   534,387.510   322,246.773   MT  1.00002114   -1 12 19.0
 GC2679;SPC KY S     - 1,753,236.36  1,057,237.95   sFT  1.00002114   -1 12 19.0
 GC2679;UTM  16      - 4,053,677.117   434,069.921   MT  0.99965355   -0 26 23.8
 GC2679
 GC2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2679!SPC TN       -   0.99997415  x   1.00004392  =   1.00001807
 GC2679!SPC KY1Z     -   0.99997415  x   1.00014064  =   1.00011479
 GC2679!SPC KY S     -   0.99997415  x   1.00002114  =   0.99999529
 GC2679!UTM  16      -   0.99997415  x   0.99965355  =   0.99962771
 GC2679
 GC2679|---------------------------------------------------------------------|
 GC2679| PID    Reference Object                     Distance      Geod. Az  |
 GC2679|                                                           dddmmss.s |
 GC2679| CG6621 IMPACT RM 2                          27.694 METERS 02059     |
 GC2679| CG6619 IMPACT AZ MK                                       0594002.9 |
 GC2679| CG6620 IMPACT RM 1                          25.691 METERS 26524     |
 GC2679|---------------------------------------------------------------------|
 GC2679
 GC2679                          SUPERSEDED SURVEY CONTROL
 GC2679
 GC2679  NAD 83(1995)-  36 37 34.87785(N)    087 44 14.59875(W) AD(       ) 2
 GC2679  NAD 83(1995)-  36 37 34.88277(N)    087 44 14.60124(W) AD(       ) 2
 GC2679  NAD 83(1986)-  36 37 34.88638(N)    087 44 14.60092(W) AD(       ) 2
 GC2679  NAD 27      -  36 37 34.70800(N)    087 44 14.53700(W) AD(       ) 2
 GC2679
 GC2679.Superseded values are not recommended for survey control.
 GC2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2679.See file dsdata.txt to determine how the superseded data were derived.
 GC2679
 GC2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3407053677(NAD 83)
 GC2679_MARKER: DS = TRIANGULATION STATION DISK
 GC2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2679
 GC2679  HISTORY     - Date     Condition        Report By
 GC2679  HISTORY     - 1953     MONUMENTED       CGS
 GC2679
 GC2679                          STATION DESCRIPTION
 GC2679
 GC2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2679'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF BUMPUS MILLS AND 5
 GC2679'MILES SOUTHWEST OF LAFAYETTE, NEAR THE SOUTHWEST CORNER OF THE
 GC2679'FORT CAMPBELL MILITARY RESERVATION. IT IS 56 FEET NORTHWEST OF THE
 GC2679'CENTER OF A GRAVEL ROAD (WEAVERS STORE ROAD) AND 15 FEET
 GC2679'NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES
 GC2679'AND THE DISK IS STAMPED IMPACT 1953.
 GC2679'
 GC2679'REFERENCE MARK NO. 1 IS IN A WOODS, 81 FEET NORTHWEST OF THE CENTER
 GC2679'OF THE GRAVEL ROAD. THE MARK PROJECTS ABOUT 3 INCHES AND THE
 GC2679'DISK IS STAMPED IMPACT NO 1 1953.
 GC2679'
 GC2679'REFERENCE MARK NO. 2 IS IN A WOODS, 108 FEET NORTHWEST OF THE CENTER
 GC2679'OF THE GRAVEL ROAD. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GC2679'DISK IS STAMPED IMPACT NO 2 1953.
 GC2679'
 GC2679'FORT CAMPBELL ARTILLERY B.M. NO. 10 CAN BE USED AS AN AZIMUTH MARK.
 GC2679'IT IS 50 FEET SOUTHEAST OF THE CENTER OF WEAVERS STORE
 GC2679'ROAD BENEATH A WOODEN TARGET FRAME ABOUT 15 FEET HIGH. THE MARK IS A
 GC2679'CONCRETE CYLINDER ABOUT 12 INCHES IN DIAMETER, FLUSH WITH THE
 GC2679'GROUND WITH A BRASS SHELL CASING EMBEDDED IN THE TOP STAMPED 11TH.
 GC2679'ABN ARTY 1950 B.M.  NO 10 ELEV. 631.
 GC2679'
 GC2679'AZIMUTH MARK IS 48 FEET SOUTHEAST OF THE CENTER OF WEAVERS STORE
 GC2679'ROAD, 1 FOOT NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 GC2679'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED IMPACT 1953.
 GC2679'
 GC2679'TO REACH THE STATION FORM THE INTERSECTION OF STATE HIGHWAY 107 AND
 GC2679'THE MAIN CROSS STREET IN LAFAYETTE, GO SOUTHWEST ON
 GC2679'HIGHWAY 107 FOR 0.9 MILE TO GATE NO. 19 AT THE FORT CAMPBELL MILITARY
 GC2679'RESERVATION, CONTINUE ON GRAVEL ROAD FOR 0.1 MILE TO THE
 GC2679'INTERSECTION OF 52D STREET ROAD AND WEAVERS STORE ROAD CONTINUE
 GC2679'SOUTHWEST ON GRAVEL ROAD (WEAVERS STORE ROAD) FOR 3.7 MILES TO
 GC2679'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON GRAVEL ROAD
 GC2679'FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED,
 GC2679'CONTINUE AHEAD FOR 0.25 MILE TO FORT CAMPBELL ARTILLERY B.M. NO.
 GC2679'10 ON THE LEFT AS DESCRIBED.
 GC2679'
 GC2679'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2468 ***********************************************************************
 FE2468  DESIGNATION -  INA
 FE2468  PID         -  FE2468
 FE2468  STATE/COUNTY-  TN/FAYETTE
 FE2468  USGS QUAD   -  WHITEVILLE (1981)
 FE2468
 FE2468                         *CURRENT SURVEY CONTROL
 FE2468  ___________________________________________________________________
 FE2468* NAD 83(1995)-  35 17 43.70025(N)    089 13 20.79384(W)     ADJUSTED  
 FE2468* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 FE2468  ___________________________________________________________________
 FE2468  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FE2468  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE2468
 FE2468  HORZ ORDER  -  THIRD
 FE2468
 FE2468.The horizontal coordinates were established by classical geodetic methods
 FE2468.and adjusted by the National Geodetic Survey in April 1999..
 FE2468
 FE2468.The orthometric height was scaled from a topographic map.
 FE2468
 FE2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2468
 FE2468.The geoid height was determined by GEOID03.
 FE2468
 FE2468;                    North         East     Units Scale Factor Converg.
 FE2468;SPC TN       -   111,574.527   306,945.689   MT  0.99999229   -1 53 11.6
 FE2468;SPC TN       -   366,057.43  1,007,037.65   sFT  0.99999229   -1 53 11.6
 FE2468;UTM  16      - 3,908,075.870   297,913.148   MT  1.00010332   -1 17 04.4
 FE2468
 FE2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2468!SPC TN       -   0.99997924  x   0.99999229  =   0.99997153
 FE2468!UTM  16      -   0.99997924  x   1.00010332  =   1.00008256
 FE2468
 FE2468:                Primary Azimuth Mark                     Grid Az
 FE2468:SPC TN       -  INA AZ MK                                060 11 51.1
 FE2468:UTM  16      -  INA AZ MK                                059 35 43.9
 FE2468
 FE2468|---------------------------------------------------------------------|
 FE2468| PID    Reference Object                     Distance      Geod. Az  |
 FE2468|                                                           dddmmss.s |
 FE2468| CG3547 INA AZ MK                                          0581839.5 |
 FE2468| FE2469 WHITEVILLE MUNICIPAL TANK           APPROX. 7.5 KM 0623630.0 |
 FE2468| CG3548 INA RM 1                              7.580 METERS 19008     |
 FE2468| CG3549 INA RM 2                             10.880 METERS 30444     |
 FE2468|---------------------------------------------------------------------|
 FE2468
 FE2468                          SUPERSEDED SURVEY CONTROL
 FE2468
 FE2468  NAD 83(1995)-  35 17 43.70537(N)    089 13 20.79515(W) AD(       ) 3
 FE2468  NAD 83(1995)-  35 17 43.70629(N)    089 13 20.79523(W) AD(       ) 3
 FE2468  NAD 83(1986)-  35 17 43.71210(N)    089 13 20.79421(W) AD(       ) 3
 FE2468  NAD 27      -  35 17 43.41200(N)    089 13 20.55230(W) AD(       ) 3
 FE2468
 FE2468.Superseded values are not recommended for survey control.
 FE2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2468.See file dsdata.txt to determine how the superseded data were derived.
 FE2468
 FE2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9791308076(NAD 83)
 FE2468_MARKER: DS = TRIANGULATION STATION DISK
 FE2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2468
 FE2468  HISTORY     - Date     Condition        Report By
 FE2468  HISTORY     - 1958     MONUMENTED       CGS
 FE2468
 FE2468                          STATION DESCRIPTION
 FE2468
 FE2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2468'THE STATION IS ABOUT 4.5 MILES SOUTHWEST OF WHITEVILLE, 8.0 MILES
 FE2468'NORTHEAST OF SOMERVILLE, AND ON THE PROPERTY OF D.W.  COVAN.  IT IS
 FE2468'12 FEET EAST OF A SMALL GATE, 13 FEET NORTHEAST OF A WHITE WITNESS
 FE2468'POST, 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE
 FE2468'CONCRETE BLOCK HOUSE, 37 FEET SOUTHEAST OF A 4 FOOT SQUARE CONCRETE
 FE2468'BLOCK PUMP HOUSE, AND 50 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 FE2468'THE HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED INA 1958.
 FE2468'
 FE2468'TO REACH THE STATION FROM THE COURTHOUSE SQUARE AND JUNCTION OF U.S.
 FE2468'HIGHWAY 64 AND STATE HIGHWAY 76 IN SOMERVILLE, GO EAST ON U.S.
 FE2468'HIGHWAY 64 FOR 6.45 MILES TO A GRAVELED CROSSROAD.  CONTINUE EAST ON
 FE2468'U.S. HIGHWAY 64 FOR 1.85 MILES TO A DRIVEWAY LEFT, NORTH, TURN
 FE2468'LEFT AND GO 0.1 MILES TO THE STATION ON THE RIGHT, BEHIND THE HOUSE.
 FE2468'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH 0.1 MILES TO
 FE2468'U.S. HIGHWAY 64, TURN LEFT, EAST AND GO 0.55 MILES TO A PAVED ROAD
 FE2468'LEFT, TURN LEFT, NORTH, AND GO 0.1 MILES ACROSS RAILROAD TRACKS
 FE2468'TO THE MARK ON THE RIGHT, EAST SIDE OF ROAD.
 FE2468'
 FE2468'REFERENCE MARK 1 IS 1 FOOT EAST OF A WIRE FENCE, 12 FEET EAST OF THE
 FE2468'NORTHEAST CORNER OF THE HOUSE, 14 FEET SOUTH OF A WHITE WITNESS
 FE2468'POST, AND 31 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 FE2468'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED INA NO 1 1958.
 FE2468'
 FE2468'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE, 13 FEET NORTHEAST OF
 FE2468'THE NORTHEAST CORNER OF A 4 FOOT SQUARE CONCRETE BLOCK PUMP HOUSE,
 FE2468'AND 26 FEET NORTH OF THE NORTH GATE POST.  THE MONUMENT IS FLUSH AND
 FE2468'THE DISK STAMPED INA NO 2 1958.
 FE2468'
 FE2468'THE AZIMUTH MARK IS SET IN A NORTH SOUTH FENCE LINE 1 FOOT NORTH OF
 FE2468'THE FENCE CORNER, 2 FEET SOUTH OF A WHITE WITNESS POST, 26 FEET
 FE2468'EAST OF THE CENTERLINE OF THE PAVED ROAD, AND 28 FEET SOUTHWEST OF A
 FE2468'4 FOOT OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 FE2468'IS STAMPED INA 1958.
 FE2468'
 FE2468'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0767 ***********************************************************************
 GC0767  DESIGNATION -  INDIAN
 GC0767  PID         -  GC0767
 GC0767  STATE/COUNTY-  TN/SUMNER
 GC0767  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0767
 GC0767                         *CURRENT SURVEY CONTROL
 GC0767  ___________________________________________________________________
 GC0767* NAD 83(1986)-  36 18 49.     (N)    086 35 32.     (W)     SCALED    
 GC0767* NAVD 88     -       165.731  (meters)     543.74   (feet)  ADJUSTED  
 GC0767  ___________________________________________________________________
 GC0767  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0767  DYNAMIC HT  -         165.592 (meters)     543.28  (feet)  COMP
 GC0767  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GC0767
 GC0767  VERT ORDER  -  SECOND    CLASS 0
 GC0767
 GC0767.The horizontal coordinates were scaled from a topographic map and have
 GC0767.an estimated accuracy of +/- 6 seconds.
 GC0767
 GC0767.The orthometric height was determined by differential leveling
 GC0767.and adjusted by the National Geodetic Survey in June 1991..
 GC0767
 GC0767.The geoid height was determined by GEOID03.
 GC0767
 GC0767.The dynamic height is computed by dividing the NAVD 88
 GC0767.geopotential number by the normal gravity value computed on the
 GC0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0767.degrees latitude (g = 980.6199 gals.).
 GC0767
 GC0767.The modeled gravity was interpolated from observed gravity values.
 GC0767
 GC0767;                    North         East    Units  Estimated Accuracy
 GC0767;SPC TN       -   219,870.      546,820.      MT  (+/- 180 meters Scaled)
 GC0767
 GC0767                          SUPERSEDED SURVEY CONTROL
 GC0767
 GC0767  NGVD 29 (??/??/92)  165.795  (m)          543.95   (f) ADJ UNCH    2 0
 GC0767
 GC0767.Superseded values are not recommended for survey control.
 GC0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0767.See file dsdata.txt to determine how the superseded data were derived.
 GC0767
 GC0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366188(NAD 83)
 GC0767_MARKER: DD = SURVEY DISK
 GC0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0767_STAMPING: INDIAN 1961
 GC0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0767+STABILITY: SURFACE MOTION
 GC0767
 GC0767  HISTORY     - Date     Condition        Report By
 GC0767  HISTORY     - 1961     MONUMENTED       TNHD
 GC0767
 GC0767                          STATION DESCRIPTION
 GC0767
 GC0767'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0767'1.7 MI E FROM HENDERSONVILLE.
 GC0767'FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST ON U.S. HIGHWAY
 GC0767'31E FOR 1.7 MILES TO THE STATION ON THE RIGHT.  THE STATION MARK
 GC0767'IS 67 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, AND 32.5 FEET
 GC0767'NORTH OF A WITNESS POST AND 36 FEET SOUTHWEST OF THE CENTERLINE
 GC0767'OF U.S. HIGHWAY 31E.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0767'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2195 ***********************************************************************
 GC2195  DESIGNATION -  INDIAN
 GC2195  PID         -  GC2195
 GC2195  STATE/COUNTY-  TN/SUMNER
 GC2195  USGS QUAD   -  HENDERSONVILLE (1983)
 GC2195
 GC2195                         *CURRENT SURVEY CONTROL
 GC2195  ___________________________________________________________________
 GC2195* NAD 83(1995)-  36 18 49.57099(N)    086 35 32.44101(W)     ADJUSTED  
 GC2195* NAVD 88     -       166.7    (meters)     547.     (feet)  VERTCON   
 GC2195  ___________________________________________________________________
 GC2195  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 GC2195  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2195
 GC2195  HORZ ORDER  -  SECOND
 GC2195
 GC2195.The horizontal coordinates were established by classical geodetic methods
 GC2195.and adjusted by the National Geodetic Survey in April 1999..
 GC2195
 GC2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2195
 GC2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2195
 GC2195.The geoid height was determined by GEOID03.
 GC2195
 GC2195;                    North         East     Units Scale Factor Converg.
 GC2195;SPC TN       -   219,891.709   546,805.592   MT  0.99998337   -0 20 48.4
 GC2195;SPC TN       -   721,428.05  1,793,978.01   sFT  0.99998337   -0 20 48.4
 GC2195;UTM  16      - 4,018,828.112   536,595.000   MT  0.99961650   +0 14 29.1
 GC2195
 GC2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2195!SPC TN       -   0.99997845  x   0.99998337  =   0.99996182
 GC2195!UTM  16      -   0.99997845  x   0.99961650  =   0.99959496
 GC2195
 GC2195|---------------------------------------------------------------------|
 GC2195| PID    Reference Object                     Distance      Geod. Az  |
 GC2195|                                                           dddmmss.s |
 GC2195| GC0766 INDIAN RM 1                          14.440 METERS 06827     |
 GC2195| GC0768 INDIAN RM 2                          12.544 METERS 21125     |
 GC2195| CG6628 INDIAN AZ MK                                       2415703.6 |
 GC2195|---------------------------------------------------------------------|
 GC2195
 GC2195                          SUPERSEDED SURVEY CONTROL
 GC2195
 GC2195  NAD 83(1995)-  36 18 49.57245(N)    086 35 32.44271(W) AD(       ) 2
 GC2195  NAD 83(1995)-  36 18 49.57698(N)    086 35 32.44301(W) AD(       ) 2
 GC2195  NAD 83(1986)-  36 18 49.58135(N)    086 35 32.44316(W) AD(       ) 2
 GC2195  NAD 27      -  36 18 49.40060(N)    086 35 32.46510(W) AD(       ) 2
 GC2195  NGVD 29 (07/19/86)  166.8    (m)          547.     (f) VERT ANG       
 GC2195
 GC2195.Superseded values are not recommended for survey control.
 GC2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2195.See file dsdata.txt to determine how the superseded data were derived.
 GC2195
 GC2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3659518828(NAD 83)
 GC2195_MARKER: DD = SURVEY DISK
 GC2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2195
 GC2195  HISTORY     - Date     Condition        Report By
 GC2195  HISTORY     - 1961     MONUMENTED       TNHD
 GC2195  HISTORY     - 1972     GOOD             LOCENG
 GC2195
 GC2195                          STATION DESCRIPTION
 GC2195
 GC2195'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2195'STATION IS ABOUT 1.7 MILES EAST OF HENDERSONVILLE.
 GC2195'
 GC2195'TO REACH THE STATION FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST
 GC2195'ON U.S. HIGHWAY 31E FOR 1.7 MILES TO THE STATION ON THE RIGHT AS
 GC2195'DESCRIBED.
 GC2195'
 GC2195'THE STATION IS 36 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC2195'HIGHWAY 31E, 67 FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 GC2195'AND 32.5 FEET NORTH OF A WITNESS POST.  SURFACE AND UNDERGROUND DISK
 GC2195'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK STAMPED INDIAN
 GC2195'1961.  THE UNDERGROUND MARK IS ABOUT 30-INCHES BELOW THE SURFACE.
 GC2195'THE SURFACE STATION MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC2195'CONCRETE MONUMENT.
 GC2195'
 GC2195'REFERENCE MARK NO. 1 IS 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC2195'OF A DRIVEWAY.  THE DISK IS A STANDARD TENNESSEE HIGHWAY
 GC2195'DEPARTMENT DISK CEMENTED, FLUSH, IN A DRILLED HOLE IN THE WEST END OF
 GC2195'A CULVERT AND IS STAMPED INDIAN RM-1 1961.
 GC2195'
 GC2195'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2195'U.S. HIGHWAY 31E AND IS 15 FEET NORTH OF A 12-INCH SUGAR MAPLE
 GC2195'TREE.  THE DISK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC2195'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2195'STAMPED INDIAN RM-2 1961.
 GC2195'
 GC2195'THE AZIMUTH MARK IS 49 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 GC2195'HIGHWAY 31E, 16 FEET SOUTH OF A FENCE LINE, AND 13 FEET SOUTHEAST
 GC2195'OF A TELEPHONE POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2195'DEPARTMENT DISK CEMENTED, FLUSH, IN A DRILLED HOLE IN THE
 GC2195'NORTHEAST END OF A CULVERT AND THE DISK IS STAMPED INDIAN AZI 1961.
 GC2195'
 GC2195'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 GC2195'HIGHWAY 31E FOR 0.8 MILE TO A MARK ON THE RIGHT AS DESCRIBED.
 GC2195'
 GC2195'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 GC2195
 GC2195                          STATION RECOVERY (1972)
 GC2195
 GC2195'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ATL)
 GC2195'INDIAN 1961 RECOVERED IN GOOD CONDITION.
 GC2195'AZIMUTH MARK 1961 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0770 ***********************************************************************
 GC0770  DESIGNATION -  INDIAN AZ MK
 GC0770  PID         -  GC0770
 GC0770  STATE/COUNTY-  TN/SUMNER
 GC0770  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0770
 GC0770                         *CURRENT SURVEY CONTROL
 GC0770  ___________________________________________________________________
 GC0770* NAD 83(1986)-  36 18 31.     (N)    086 36 14.     (W)     SCALED    
 GC0770* NAVD 88     -       150.669  (meters)     494.32   (feet)  ADJUSTED  
 GC0770  ___________________________________________________________________
 GC0770  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0770  DYNAMIC HT  -         150.542 (meters)     493.90  (feet)  COMP
 GC0770  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GC0770
 GC0770  VERT ORDER  -  SECOND    CLASS 0
 GC0770
 GC0770.The horizontal coordinates were scaled from a topographic map and have
 GC0770.an estimated accuracy of +/- 6 seconds.
 GC0770
 GC0770.The orthometric height was determined by differential leveling
 GC0770.and adjusted by the National Geodetic Survey in June 1991..
 GC0770
 GC0770.The geoid height was determined by GEOID03.
 GC0770
 GC0770.The dynamic height is computed by dividing the NAVD 88
 GC0770.geopotential number by the normal gravity value computed on the
 GC0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0770.degrees latitude (g = 980.6199 gals.).
 GC0770
 GC0770.The modeled gravity was interpolated from observed gravity values.
 GC0770
 GC0770;                    North         East    Units  Estimated Accuracy
 GC0770;SPC TN       -   219,330.      545,770.      MT  (+/- 180 meters Scaled)
 GC0770
 GC0770                          SUPERSEDED SURVEY CONTROL
 GC0770
 GC0770  NGVD 29 (??/??/??)  150.76   (m)          494.6    (f) RESET       3  
 GC0770
 GC0770.Superseded values are not recommended for survey control.
 GC0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0770.See file dsdata.txt to determine how the superseded data were derived.
 GC0770
 GC0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF355182(NAD 83)
 GC0770_MARKER: DD = SURVEY DISK
 GC0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0770_SP_SET: CULVERT
 GC0770_STAMPING: INDIAN AZI 1961
 GC0770_MARK LOGO: TNHD  
 GC0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0770
 GC0770  HISTORY     - Date     Condition        Report By
 GC0770  HISTORY     - 1961     MONUMENTED       TNHD
 GC0770
 GC0770                          STATION DESCRIPTION
 GC0770
 GC0770'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0770'0.9 MI E FROM HENDERSONVILLE.
 GC0770'FROM THE POST OFFICE IN HENDERSONVILLE, GO EAST ON U.S. HIGHWAY
 GC0770'31 FOR 0.9 MILE TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE
 GC0770'AZIMUTH MARK IS 49 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 GC0770'31E, 16 FEET SOUTH OF A FENCE LINE, AND 13 FEET SOUTHEAST OF
 GC0770'A TELEPHONE POLE.  THE DISK IS CEMENTED IN A DRILLED HOLE IN
 GC0770'THE NORTHEAST END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0766 ***********************************************************************
 GC0766  DESIGNATION -  INDIAN RM 1
 GC0766  PID         -  GC0766
 GC0766  STATE/COUNTY-  TN/SUMNER
 GC0766  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0766
 GC0766                         *CURRENT SURVEY CONTROL
 GC0766  ___________________________________________________________________
 GC0766* NAD 83(1986)-  36 18 49.     (N)    086 35 32.     (W)     SCALED    
 GC0766* NAVD 88     -       165.842  (meters)     544.10   (feet)  ADJUSTED  
 GC0766  ___________________________________________________________________
 GC0766  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0766  DYNAMIC HT  -         165.703 (meters)     543.64  (feet)  COMP
 GC0766  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GC0766
 GC0766  VERT ORDER  -  SECOND    CLASS 0
 GC0766
 GC0766.The horizontal coordinates were scaled from a topographic map and have
 GC0766.an estimated accuracy of +/- 6 seconds.
 GC0766
 GC0766.The orthometric height was determined by differential leveling
 GC0766.and adjusted by the National Geodetic Survey in June 1991..
 GC0766
 GC0766.The geoid height was determined by GEOID03.
 GC0766
 GC0766.The dynamic height is computed by dividing the NAVD 88
 GC0766.geopotential number by the normal gravity value computed on the
 GC0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0766.degrees latitude (g = 980.6199 gals.).
 GC0766
 GC0766.The modeled gravity was interpolated from observed gravity values.
 GC0766
 GC0766;                    North         East    Units  Estimated Accuracy
 GC0766;SPC TN       -   219,870.      546,820.      MT  (+/- 180 meters Scaled)
 GC0766
 GC0766                          SUPERSEDED SURVEY CONTROL
 GC0766
 GC0766  NGVD 29 (??/??/92)  165.906  (m)          544.31   (f) ADJ UNCH    2 0
 GC0766
 GC0766.Superseded values are not recommended for survey control.
 GC0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0766.See file dsdata.txt to determine how the superseded data were derived.
 GC0766
 GC0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366188(NAD 83)
 GC0766_MARKER: DD = SURVEY DISK
 GC0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0766_SP_SET: CULVERT
 GC0766_STAMPING: INDIAN RM-1 1961
 GC0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0766
 GC0766  HISTORY     - Date     Condition        Report By
 GC0766  HISTORY     - 1961     MONUMENTED       TNHD
 GC0766
 GC0766                          STATION DESCRIPTION
 GC0766
 GC0766'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0766'1.7 MI E FROM HENDERSONVILLE.
 GC0766'THIS MARK IS LOCATED AT THE INDIAN 1961 STATION SITE, 47.4
 GC0766'FEET EAST OF THE STATION, AND 20 FEET SOUTHWEST OF THE
 GC0766'CENTERLINE OF A DRIVEWAY.  THE DISK IS CEMENTED IN A DRILLED
 GC0766'HOLE IN THE WEST END OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0768 ***********************************************************************
 GC0768  DESIGNATION -  INDIAN RM 2
 GC0768  PID         -  GC0768
 GC0768  STATE/COUNTY-  TN/SUMNER
 GC0768  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0768
 GC0768                         *CURRENT SURVEY CONTROL
 GC0768  ___________________________________________________________________
 GC0768* NAD 83(1986)-  36 18 49.     (N)    086 35 32.     (W)     SCALED    
 GC0768* NAVD 88     -       165.278  (meters)     542.25   (feet)  ADJUSTED  
 GC0768  ___________________________________________________________________
 GC0768  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC0768  DYNAMIC HT  -         165.139 (meters)     541.79  (feet)  COMP
 GC0768  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GC0768
 GC0768  VERT ORDER  -  SECOND    CLASS 0
 GC0768
 GC0768.The horizontal coordinates were scaled from a topographic map and have
 GC0768.an estimated accuracy of +/- 6 seconds.
 GC0768
 GC0768.The orthometric height was determined by differential leveling
 GC0768.and adjusted by the National Geodetic Survey in June 1991..
 GC0768
 GC0768.The geoid height was determined by GEOID03.
 GC0768
 GC0768.The dynamic height is computed by dividing the NAVD 88
 GC0768.geopotential number by the normal gravity value computed on the
 GC0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0768.degrees latitude (g = 980.6199 gals.).
 GC0768
 GC0768.The modeled gravity was interpolated from observed gravity values.
 GC0768
 GC0768;                    North         East    Units  Estimated Accuracy
 GC0768;SPC TN       -   219,870.      546,820.      MT  (+/- 180 meters Scaled)
 GC0768
 GC0768                          SUPERSEDED SURVEY CONTROL
 GC0768
 GC0768  NGVD 29 (??/??/92)  165.342  (m)          542.46   (f) ADJ UNCH    2 0
 GC0768
 GC0768.Superseded values are not recommended for survey control.
 GC0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0768.See file dsdata.txt to determine how the superseded data were derived.
 GC0768
 GC0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366188(NAD 83)
 GC0768_MARKER: DD = SURVEY DISK
 GC0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0768_STAMPING: INDIAN RM-2 1961
 GC0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0768+STABILITY: SURFACE MOTION
 GC0768
 GC0768  HISTORY     - Date     Condition        Report By
 GC0768  HISTORY     - 1961     MONUMENTED       TNHD
 GC0768
 GC0768                          STATION DESCRIPTION
 GC0768
 GC0768'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0768'1.7 MI E FROM HENDERSONVILLE.
 GC0768'THIS MARK IS LOCATED AT THE INDIAN 1961 STATION SITE, 41.2 FEET
 GC0768'SOUTHWEST OF THE STATION MARK, 55 FEET SOUTH OF THE CENTERLINE
 GC0768'OF U.S. HIGHWAY 31E, AND 15 FEET NORTH OF A 12-INCH SUGAR MAPLE
 GC0768'TREE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0768'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2234 ***********************************************************************
 GC2234  DESIGNATION -  INGLEWOOD STATE TB HOSP TANK
 GC2234  PID         -  GC2234
 GC2234  STATE/COUNTY-  TN/DAVIDSON
 GC2234  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2234
 GC2234                         *CURRENT SURVEY CONTROL
 GC2234  ___________________________________________________________________
 GC2234* NAD 83(1995)-  36 12 52.70299(N)    086 44 39.33126(W)     ADJUSTED  
 GC2234* NAVD 88     -                                                        
 GC2234  ___________________________________________________________________
 GC2234  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GC2234  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2234
 GC2234  HORZ ORDER  -  THIRD
 GC2234
 GC2234.The horizontal coordinates were established by classical geodetic methods
 GC2234.and adjusted by the National Geodetic Survey in April 1999..
 GC2234
 GC2234
 GC2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2234
 GC2234.The geoid height was determined by GEOID03.
 GC2234
 GC2234;                    North         East     Units Scale Factor Converg.
 GC2234;SPC TN       -   208,985.591   533,079.831   MT  0.99997040   -0 26 08.6
 GC2234;SPC TN       -   685,646.89  1,748,946.08   sFT  0.99997040   -0 26 08.6
 GC2234;UTM  16      - 4,007,785.872   522,986.759   MT  0.99960651   +0 09 03.9
 GC2234
 GC2234                          SUPERSEDED SURVEY CONTROL
 GC2234
 GC2234  NAD 83(1995)-  36 12 52.70477(N)    086 44 39.33328(W) AD(       ) 4
 GC2234  NAD 83(1995)-  36 12 52.70740(N)    086 44 39.33343(W) AD(       ) 4
 GC2234  NAD 83(1986)-  36 12 52.71317(N)    086 44 39.33438(W) AD(       ) 4
 GC2234  NAD 27      -  36 12 52.51500(N)    086 44 39.34100(W) AD(       ) 3
 GC2234
 GC2234.Superseded values are not recommended for survey control.
 GC2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2234.See file dsdata.txt to determine how the superseded data were derived.
 GC2234
 GC2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2298707786(NAD 83)
 GC2234_MARKER: 53 = ELEVATED TANK
 GC2234
 GC2234  HISTORY     - Date     Condition        Report By
 GC2234  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2234  HISTORY     - 1959     GOOD             CGS
 GC2234
 GC2234                          STATION DESCRIPTION
 GC2234
 GC2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2234'STATION IS THE METAL BALL AT THE CENTER OF THE TOP OF AN OVAL SHAPED
 GC2234'TANK, LOCATED NEAR THE WEST SIDE OF THE TENNESSEE STATE T.B.
 GC2234'HOSPITAL ABOUT 1 MILE SOUTHWEST OF INGLEWOOD AND NEAR THE NORTH CITY
 GC2234'LIMITS OF NASHVILLE. THE TANK IS ATOP A 4 LEGGED STEEL STRUCTURE,
 GC2234'PAINTED GRAY-GREEN AND IS ABOUT 130 FEET HIGH.
 GC2234
 GC2234                          STATION RECOVERY (1959)
 GC2234
 GC2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2234'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0027 ***********************************************************************
 FE0027  DESIGNATION -  INMAN
 FE0027  PID         -  FE0027
 FE0027  STATE/COUNTY-  TN/DECATUR
 FE0027  USGS QUAD   -  HOLLADAY (1987)
 FE0027
 FE0027                         *CURRENT SURVEY CONTROL
 FE0027  ___________________________________________________________________
 FE0027* NAD 83(1995)-  35 49 03.64287(N)    088 09 05.60210(W)     ADJUSTED  
 FE0027* NAVD 88     -       198.805  (meters)     652.25   (feet)  ADJUSTED  
 FE0027  ___________________________________________________________________
 FE0027  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FE0027  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0027  DYNAMIC HT  -         198.633 (meters)     651.68  (feet)  COMP
 FE0027  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 FE0027
 FE0027  HORZ ORDER  -  SECOND
 FE0027  VERT ORDER  -  SECOND    CLASS 0
 FE0027
 FE0027.The horizontal coordinates were established by classical geodetic methods
 FE0027.and adjusted by the National Geodetic Survey in April 1999..
 FE0027
 FE0027.The orthometric height was determined by differential leveling
 FE0027.and adjusted by the National Geodetic Survey in June 1991..
 FE0027
 FE0027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0027
 FE0027.The geoid height was determined by GEOID03.
 FE0027
 FE0027.The dynamic height is computed by dividing the NAVD 88
 FE0027.geopotential number by the normal gravity value computed on the
 FE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0027.degrees latitude (g = 980.6199 gals.).
 FE0027
 FE0027.The modeled gravity was interpolated from observed gravity values.
 FE0027
 FE0027;                    North         East     Units Scale Factor Converg.
 FE0027;SPC TN       -   166,823.657   405,587.907   MT  0.99994844   -1 15 34.6
 FE0027;SPC TN       -   547,320.61  1,330,666.32   sFT  0.99994844   -1 15 34.6
 FE0027;UTM  16      - 3,964,338.472   395,972.388   MT  0.99973335   -0 40 26.3
 FE0027
 FE0027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0027!SPC TN       -   0.99997323  x   0.99994844  =   0.99992167
 FE0027!UTM  16      -   0.99997323  x   0.99973335  =   0.99970659
 FE0027
 FE0027|---------------------------------------------------------------------|
 FE0027| PID    Reference Object                     Distance      Geod. Az  |
 FE0027|                                                           dddmmss.s |
 FE0027| FE0028 INMAN RM 1                           30.328 METERS 14426     |
 FE0027| FE0026 INMAN RM 2                           23.921 METERS 23146     |
 FE0027|---------------------------------------------------------------------|
 FE0027
 FE0027                          SUPERSEDED SURVEY CONTROL
 FE0027
 FE0027  NAD 83(1995)-  35 49 03.64457(N)    088 09 05.60782(W) AD(       ) 2
 FE0027  NAD 83(1986)-  35 49 03.65297(N)    088 09 05.60268(W) AD(       ) 2
 FE0027  NAD 27      -  35 49 03.42260(N)    088 09 05.46390(W) AD(       ) 2
 FE0027  NGVD 29 (??/??/??)  198.826  (m)          652.32   (f) ADJUSTED    2 0
 FE0027
 FE0027.Superseded values are not recommended for survey control.
 FE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0027.See file dsdata.txt to determine how the superseded data were derived.
 FE0027
 FE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9597264338(NAD 83)
 FE0027_MARKER: DE = TRAVERSE STATION DISK
 FE0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0027_STAMPING: INMAN 1959
 FE0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0027+STABILITY: SURFACE MOTION
 FE0027
 FE0027  HISTORY     - Date     Condition        Report By
 FE0027  HISTORY     - 1959     MONUMENTED       CGS
 FE0027  HISTORY     - 1959     GOOD             CGS
 FE0027  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0027
 FE0027                          STATION DESCRIPTION
 FE0027
 FE0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0027'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF PARSONS AND ABOUT 4
 FE0027'MILES SOUTH OF HOLLADAY ON A WOODED HILL ON THE PROPERTY OWNED
 FE0027'BY MRS. ANNA DODDS.
 FE0027'
 FE0027'TO REACH THE STATION FROM THE HOLLADAY POST OFFICE WHICH IS ABOUT
 FE0027'12.5 MILES SOUTH OF CAMDEN, GO SOUTH ON STATE HIGHWAY 69 FOR 0.1
 FE0027'MILE TO A T-JUNCTION, TURN RIGHT AND GO 0.3 MILE TO THE END OF
 FE0027'BLACKTOP ROAD AND A ROAD TO THE RIGHT. GO STRAIGHT AHEAD, SOUTH,
 FE0027'ON GRAVELED ROAD FOR 0.8 MILE TO A FORK, TAKE THE LEFT ROAD FOR 1.2
 FE0027'MILES TO ANOTHER FORK, TAKE THE ROAD LEFT, UP HILL, SOUTH, FOR 1.5
 FE0027'MILES TO A ROAD TO THE LEFT AND A MAIL BOX, R.E. AND R.C. HAYNES,
 FE0027'CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.6 MILE TO A DIM TRACK
 FE0027'ROAD ON THE RIGHT LEADING BACK AND TO AN OLD ABANDONED HOUSE ON
 FE0027'TOP OF THE HILL.
 FE0027'
 FE0027'THE STATION MARK IS 183 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 FE0027'ROAD, 21 FEET NORTH OF THE NORTHEAST CORNER OF THE OLD HOUSE AND 5
 FE0027'FEET NORTH-NORTHWEST OF A WITNESS SIGN. IT IS A STANDARD TRAVERSE
 FE0027'DISK, STAMPED INMAN 1959 AND SET IN THE TOP OF A SQUARE CONCRETE
 FE0027'POST PROJECTING 1 INCH, WITH AN UNDERGROUND MARK.
 FE0027'
 FE0027'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL, 83 FEET NORTH
 FE0027'OF THE GRAVELED ROAD AND 6 FEET NORTH OF A SMALL PEACH TREE. IT IS
 FE0027'ABOUT 4 FEET LOWER THAN THE STATION, PROJECTS 1 INCH AND IS STAMPED
 FE0027'INMAN NO 1 1959.
 FE0027'
 FE0027'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL 47 FEET WEST OF
 FE0027'THE NORTHWEST CORNER OF THE OLD HOUSE AND 5 FEET NORTH OF THE
 FE0027'TRACK ROAD. IT IS ABOUT 2 FEET LOWER THAN THE STATION, PROJECTS 1
 FE0027'INCH AND IS STAMPED INMAN NO 2 1959.
 FE0027'
 FE0027'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 FE0027
 FE0027                          STATION RECOVERY (1959)
 FE0027
 FE0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0027'22.8 MI SE FROM YUMA.
 FE0027'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 FE0027'RAILROAD FROM THE STATION AT YUMA, THENCE 0.2 MILE EAST ON A
 FE0027'GRAVELED ROAD, THENCE 1.4 MILE NORTHEAST ON A GRAVELED ROAD TO
 FE0027'A T JUNCTION, THENCE 1.45 MILE EAST ON A GRAVELED ROAD TO A Y
 FE0027'JUNCTION, THENCE 0.2 MILE EAST-SOUTHEAST ON A GRAVELED ROAD,
 FE0027'THENCE 2.85 MILE SOUTHEAST ON BUCKSNORT TRAIL, THENCE 2.6
 FE0027'MILE NORTH-NORTHEAST ON A GRAVELED ROAD, THENCE 1.75 MILE
 FE0027'NORTHEAST ON SHILOH TRAIL, THENCE 2.4 MILE EAST AND SOUTH ON A
 FE0027'GRAVELED ROAD, THENCE 1.5 MILE EAST ON A GRAVELED ROAD, THENCE
 FE0027'0.2 MILE TO A DIM TRACK ROAD LEADING TO AN OLD ABANDONED HOUSE
 FE0027'ON THE TOP OF A HILL, 183 FT. NORTH OF THE CENTER OF THE GRAVELED
 FE0027'ROAD, 21 FT. NORTH OF THE NORTHEAST CORNER OF THE OLD HOUSE, AND
 FE0027'5 FT. NORTH-NORTHWEST OF A WITNESS SIGN, A DISK SET IN TOP OF
 FE0027'A CONCRETE POST PROJECTING 1 INCH ABOVE THE SURFACE OF THE
 FE0027'GROUND.
 FE0027
 FE0027                          STATION RECOVERY (1972)
 FE0027
 FE0027'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE0027'NOT FOUND.  AREA HAS BEEN GRADED BELIEVED DESTROYED.
 FE0027'
 FE0027'INMAN RM 1-NOT FOUND.  BELIEVED DESTROYED.
 FE0027'
 FE0027'INMAN RM 2-NOT FOUND.  BELIEVED DESTROYED.
 FE0027'
 FE0027'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 12.0 MI. NORTH OF
 FE0027'PARSONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0028 ***********************************************************************
 FE0028  DESIGNATION -  INMAN RM 1
 FE0028  PID         -  FE0028
 FE0028  STATE/COUNTY-  TN/DECATUR
 FE0028  USGS QUAD   -  HOLLADAY (1987)
 FE0028
 FE0028                         *CURRENT SURVEY CONTROL
 FE0028  ___________________________________________________________________
 FE0028* NAD 83(1986)-  35 49 02.     (N)    088 09 05.     (W)     SCALED    
 FE0028* NAVD 88     -       197.483  (meters)     647.91   (feet)  ADJUSTED  
 FE0028  ___________________________________________________________________
 FE0028  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0028  DYNAMIC HT  -         197.312 (meters)     647.35  (feet)  COMP
 FE0028  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 FE0028
 FE0028  VERT ORDER  -  SECOND    CLASS 0
 FE0028
 FE0028.The horizontal coordinates were scaled from a topographic map and have
 FE0028.an estimated accuracy of +/- 6 seconds.
 FE0028
 FE0028.The orthometric height was determined by differential leveling
 FE0028.and adjusted by the National Geodetic Survey in June 1991..
 FE0028
 FE0028.The geoid height was determined by GEOID03.
 FE0028
 FE0028.The dynamic height is computed by dividing the NAVD 88
 FE0028.geopotential number by the normal gravity value computed on the
 FE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0028.degrees latitude (g = 980.6199 gals.).
 FE0028
 FE0028.The modeled gravity was interpolated from observed gravity values.
 FE0028
 FE0028;                    North         East    Units  Estimated Accuracy
 FE0028;SPC TN       -   166,770.      405,600.      MT  (+/- 180 meters Scaled)
 FE0028
 FE0028                          SUPERSEDED SURVEY CONTROL
 FE0028
 FE0028  NGVD 29 (??/??/??)  197.504  (m)          647.98   (f) ADJUSTED    2 0
 FE0028
 FE0028.Superseded values are not recommended for survey control.
 FE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0028.See file dsdata.txt to determine how the superseded data were derived.
 FE0028
 FE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE959642(NAD 83)
 FE0028_MARKER: DR = REFERENCE MARK DISK
 FE0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0028_STAMPING: INMAN NO 1 1959
 FE0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0028+STABILITY: SURFACE MOTION
 FE0028
 FE0028  HISTORY     - Date     Condition        Report By
 FE0028  HISTORY     - 1959     MONUMENTED       CGS
 FE0028
 FE0028                          STATION DESCRIPTION
 FE0028
 FE0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0028'22.8 MI SE FROM YUMA.
 FE0028'THIS MARK IS LOCATED AT THE INMAN 1959 STATION SITE, 99.5 FT.
 FE0028'SOUTHEAST OF THE STATION MARK, ON THE SOUTH SLOPE OF A HILL,
 FE0028'83 FT. NORTH OF THE GRAVELED ROAD AND 6 FT. NORTH OF A SMALL
 FE0028'PEACH TREE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0026 ***********************************************************************
 FE0026  DESIGNATION -  INMAN RM 2
 FE0026  PID         -  FE0026
 FE0026  STATE/COUNTY-  TN/DECATUR
 FE0026  USGS QUAD   -  HOLLADAY (1987)
 FE0026
 FE0026                         *CURRENT SURVEY CONTROL
 FE0026  ___________________________________________________________________
 FE0026* NAD 83(1986)-  35 49 03.     (N)    088 09 04.     (W)     SCALED    
 FE0026* NAVD 88     -       197.914  (meters)     649.32   (feet)  ADJUSTED  
 FE0026  ___________________________________________________________________
 FE0026  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0026  DYNAMIC HT  -         197.742 (meters)     648.76  (feet)  COMP
 FE0026  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 FE0026
 FE0026  VERT ORDER  -  SECOND    CLASS 0
 FE0026
 FE0026.The horizontal coordinates were scaled from a topographic map and have
 FE0026.an estimated accuracy of +/- 6 seconds.
 FE0026
 FE0026.The orthometric height was determined by differential leveling
 FE0026.and adjusted by the National Geodetic Survey in June 1991..
 FE0026
 FE0026.The geoid height was determined by GEOID03.
 FE0026
 FE0026.The dynamic height is computed by dividing the NAVD 88
 FE0026.geopotential number by the normal gravity value computed on the
 FE0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0026.degrees latitude (g = 980.6199 gals.).
 FE0026
 FE0026.The modeled gravity was interpolated from observed gravity values.
 FE0026
 FE0026;                    North         East    Units  Estimated Accuracy
 FE0026;SPC TN       -   166,800.      405,630.      MT  (+/- 180 meters Scaled)
 FE0026
 FE0026                          SUPERSEDED SURVEY CONTROL
 FE0026
 FE0026  NGVD 29 (??/??/??)  197.935  (m)          649.39   (f) ADJUSTED    2 0
 FE0026
 FE0026.Superseded values are not recommended for survey control.
 FE0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0026.See file dsdata.txt to determine how the superseded data were derived.
 FE0026
 FE0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE960643(NAD 83)
 FE0026_MARKER: DR = REFERENCE MARK DISK
 FE0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0026_STAMPING: INMAN NO 2 1959
 FE0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0026+STABILITY: SURFACE MOTION
 FE0026
 FE0026  HISTORY     - Date     Condition        Report By
 FE0026  HISTORY     - 1959     MONUMENTED       CGS
 FE0026
 FE0026                          STATION DESCRIPTION
 FE0026
 FE0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0026'22.8 MI SE FROM YUMA.
 FE0026'THIS MARK IS LOCATED AT THE INMAN 1959 STATION SITE, 78.5 FT.
 FE0026'WEST OF THE STATION MARK ON THE WEST SLOPE OF A HILL, 47 FT. WEST
 FE0026'OF THE NORTHWEST CORNER OF THE OLD HOUSE AND 5 FT. NORTH OF A
 FE0026'TRACK ROAD, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 1
 FE0026'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2364 ***********************************************************************
 GA2364  DESIGNATION -  INSKIP RESET
 GA2364  PID         -  GA2364
 GA2364  STATE/COUNTY-  TN/KNOX
 GA2364  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2364
 GA2364                         *CURRENT SURVEY CONTROL
 GA2364  ___________________________________________________________________
 GA2364* NAD 83(1986)-  36 00 39.     (N)    083 57 45.     (W)     SCALED    
 GA2364* NAVD 88     -       319.143  (meters)    1047.06   (feet)  ADJUSTED  
 GA2364  ___________________________________________________________________
 GA2364  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2364  DYNAMIC HT  -         318.845 (meters)    1046.08  (feet)  COMP
 GA2364  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA2364
 GA2364  VERT ORDER  -  FIRST     CLASS I
 GA2364
 GA2364.The horizontal coordinates were scaled from a topographic map and have
 GA2364.an estimated accuracy of +/- 6 seconds.
 GA2364
 GA2364.The orthometric height was determined by differential leveling
 GA2364.and adjusted by the National Geodetic Survey in June 1991..
 GA2364
 GA2364.The geoid height was determined by GEOID03.
 GA2364
 GA2364.The dynamic height is computed by dividing the NAVD 88
 GA2364.geopotential number by the normal gravity value computed on the
 GA2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2364.degrees latitude (g = 980.6199 gals.).
 GA2364
 GA2364.The modeled gravity was interpolated from observed gravity values.
 GA2364
 GA2364;                    North         East    Units  Estimated Accuracy
 GA2364;SPC TN       -   188,030.      783,660.      MT  (+/- 180 meters Scaled)
 GA2364
 GA2364                          SUPERSEDED SURVEY CONTROL
 GA2364
 GA2364  NGVD 29 (??/??/92)  319.261  (m)         1047.44   (f) ADJ UNCH    1 1
 GA2364
 GA2364.Superseded values are not recommended for survey control.
 GA2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2364.See file dsdata.txt to determine how the superseded data were derived.
 GA2364
 GA2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV329892(NAD 83)
 GA2364_MARKER: DB = BENCH MARK DISK
 GA2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2364_STAMPING: INSKIP RESET 1967
 GA2364_MARK LOGO: TNHD  
 GA2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2364+STABILITY: SURFACE MOTION
 GA2364
 GA2364  HISTORY     - Date     Condition        Report By
 GA2364  HISTORY     - 1967     MONUMENTED       TNHD
 GA2364  HISTORY     - 1967     GOOD             NGS
 GA2364  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2364
 GA2364                          STATION DESCRIPTION
 GA2364
 GA2364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2364'4 MI NW FROM KNOXVILLE.
 GA2364'ABOUT 4.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2364'STATION AT KNOXVILLE, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 4,
 GA2364'142 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF INSKIP ROAD
 GA2364'AND THE MAIN TRACK, 44 FEET NORTHEAST OF THE CENTER LINE OF A
 GA2364'BLACK TOP DRIVE LEADING NORTHWEST TO A ONE STORY BRICK HOUSE,
 GA2364'16 FEET NORTHWEST OF THE CENTER LINE OF INSKIP ROAD, 2 1/2 FEET
 GA2364'SOUTHWEST OF A TELEPHONE CABLE POLE, 2.6 FEET SOUTHWEST OF A
 GA2364'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 GA2364'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL
 GA2364'OF THE GROUND.
 GA2364
 GA2364                          STATION RECOVERY (1982)
 GA2364
 GA2364'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2118 ***********************************************************************
 GA2118  DESIGNATION -  INTO
 GA2118  PID         -  GA2118
 GA2118  STATE/COUNTY-  TN/GRAINGER
 GA2118  USGS QUAD   -  BEAN STATION (1976)
 GA2118
 GA2118                         *CURRENT SURVEY CONTROL
 GA2118  ___________________________________________________________________
 GA2118* NAD 83(1995)-  36 21 12.12215(N)    083 22 11.11161(W)     ADJUSTED  
 GA2118* NAVD 88     -       441.386  (meters)    1448.11   (feet)  ADJUSTED  
 GA2118  ___________________________________________________________________
 GA2118  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 GA2118  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA2118  DYNAMIC HT  -         440.987 (meters)    1446.80  (feet)  COMP
 GA2118  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GA2118
 GA2118  HORZ ORDER  -  SECOND
 GA2118  VERT ORDER  -  SECOND    CLASS 0
 GA2118
 GA2118.The horizontal coordinates were established by classical geodetic methods
 GA2118.and adjusted by the National Geodetic Survey in April 1999..
 GA2118
 GA2118.The orthometric height was determined by differential leveling
 GA2118.and adjusted by the National Geodetic Survey in June 1991..
 GA2118
 GA2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2118
 GA2118.The geoid height was determined by GEOID03.
 GA2118
 GA2118.The dynamic height is computed by dividing the NAVD 88
 GA2118.geopotential number by the normal gravity value computed on the
 GA2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2118.degrees latitude (g = 980.6199 gals.).
 GA2118
 GA2118.The modeled gravity was interpolated from observed gravity values.
 GA2118
 GA2118;                    North         East     Units Scale Factor Converg.
 GA2118;SPC TN       -   227,296.912   836,059.319   MT  0.99998939   +1 32 23.5
 GA2118;SPC TN       -   745,723.29  2,742,971.28   sFT  0.99998939   +1 32 23.5
 GA2118;UTM  17      - 4,025,750.702   287,358.488   MT  1.00015714   -1 24 18.8
 GA2118
 GA2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2118!SPC TN       -   0.99993560  x   0.99998939  =   0.99992499
 GA2118!UTM  17      -   0.99993560  x   1.00015714  =   1.00009273
 GA2118
 GA2118|---------------------------------------------------------------------|
 GA2118| PID    Reference Object                     Distance      Geod. Az  |
 GA2118|                                                           dddmmss.s |
 GA2118| GA2119 INTO RM 1                            13.745 METERS 09142     |
 GA2118| DB9475 INTO AZ MK                                         2692049.7 |
 GA2118| GA2117 INTO RM 2                            13.317 METERS 30220     |
 GA2118|---------------------------------------------------------------------|
 GA2118
 GA2118                          SUPERSEDED SURVEY CONTROL
 GA2118
 GA2118  NAD 83(1995)-  36 21 12.12572(N)    083 22 11.11489(W) AD(       ) 2
 GA2118  NAD 83(1995)-  36 21 12.13086(N)    083 22 11.10750(W) AD(       ) 2
 GA2118  NAD 83(1995)-  36 21 12.12894(N)    083 22 11.11379(W) AD(       ) 2
 GA2118  NAD 83(1986)-  36 21 12.13110(N)    083 22 11.11359(W) AD(       ) 2
 GA2118  NAD 27      -  36 21 11.80780(N)    083 22 11.48305(W) AD(       ) 2
 GA2118  NGVD 29 (??/??/92)  441.513  (m)         1448.53   (f) ADJ UNCH    2 0
 GA2118
 GA2118.Superseded values are not recommended for survey control.
 GA2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2118.See file dsdata.txt to determine how the superseded data were derived.
 GA2118
 GA2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8735825751(NAD 83)
 GA2118_MARKER: DD = SURVEY DISK
 GA2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2118_STAMPING: INTO 1963
 GA2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2118+STABILITY: SURFACE MOTION
 GA2118
 GA2118  HISTORY     - Date     Condition        Report By
 GA2118  HISTORY     - 1963     MONUMENTED       TNHD
 GA2118  HISTORY     - 1963     GOOD             TNGS
 GA2118
 GA2118                          STATION DESCRIPTION
 GA2118
 GA2118'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2118'THE STATION IS LOCATED 2 MILES NORTHEAST OF THE VILLAGE OF ROCK
 GA2118'HAVEN.
 GA2118'
 GA2118'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST ON
 GA2118'U.S.  HIGHWAY 11W FOR
 GA2118'2.7 MILES TO THE JUNCTION OF U.S.  HIGHWAY 25E ON THE
 GA2118'RIGHT, TURN RIGHT GO 3.2 MILES
 GA2118'NORTH AND WEST ON U.S.  HIGHWAY 25E TO
 GA2118'THE STATION ON THE LEFT, CONTINUE FOR 0.4 MILES
 GA2118'TO THE AZIMUTH MARK
 GA2118'ON THE RIGHT.
 GA2118'
 GA2118'THE STATION IS 66 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED
 GA2118'ROAD, 35 FEET SOUTH OF
 GA2118'A HIGHWAY CUT AND 3 FEET NORTHWEST OF A WITNESS POST.
 GA2118'THE SURFACE AND UNDERGROUND
 GA2118'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA2118'DEPARTMENT DISKS AND ARE STAMPED INTO 1963.
 GA2118'THE UNDERGROUND MARK IS
 GA2118'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN
 GA2118'A 10-INCH
 GA2118'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2118'
 GA2118'REFERENCE MARK NO. 1 IS 58 FEET SOUTH OF A HIGHWAY CUT AND 18 FEET
 GA2118'EAST OF THE APPROXIMATE
 GA2118'CENTER OF A CIRCULAR GRAVELED DRIVE.  IT IS A
 GA2118'STANDARD TENNESSEE HIGHWAY
 GA2118'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2118'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2118'STAMPED INTO RM-1 1963.
 GA2118'
 GA2118'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2118'U.S.  HIGHWAY 25E, 31
 GA2118'FEET EAST OF THE APPROXIMATE CENTER OF A PAVED ROAD
 GA2118'AND 2.5 FEET NORTHEAST OF A SIGN
 GA2118'STOP.  IT IS A STANDARD TENNESSEE
 GA2118'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA2118'FLUSH, CONCRETE
 GA2118'MONUMENT AND THE DISK IS STAMPED INTO RM-2 1963.
 GA2118'
 GA2118'THE AZIMUTH MARK IS 36 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA2118'U.S.  HIGHWAY 25E, 16
 GA2118'FEET NORTHWEST OF THE EDGE OF A HIGHWAY CUT AND ABOUT
 GA2118'10 FEET ABOVE THE ROAD, 5 FEET
 GA2118'WEST OF A 4-INCH PINE TREE, AND 2.1
 GA2118'FEET EAST OF A WITNESS POST .  THE MARK IS A
 GA2118'STANDARD TENNESSEE
 GA2118'HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN
 GA2118'OUT-CROPPING
 GA2118'BED ROCK AND THE DISK IS STAMPED INTO AZI 1963.
 GA2118'
 GA2118'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GA2118
 GA2118                          STATION RECOVERY (1963)
 GA2118
 GA2118'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2118'6 MI NW FROM BEAN STATION.
 GA2118'FROM THE POST OFFICE IN BEAN STATION, GO WEST ON U.S. HIGHWAY
 GA2118'11W FOR 2.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 25E ON THE
 GA2118'RIGHT, TURN RIGHT AND GO 3.2 MILES NORTH AND WEST ON U.S. HIGHWAY
 GA2118'25E TO THE STATION ON THE LEFT.  THE STATION IS 66 FEET EAST
 GA2118'OF THE CENTERLINE OF A PAVED ROAD, 35 FEET SOUTH OF A HIGHWAY
 GA2118'CUT AND 3 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A
 GA2118'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA2118'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2119 ***********************************************************************
 GA2119  DESIGNATION -  INTO RM 1
 GA2119  PID         -  GA2119
 GA2119  STATE/COUNTY-  TN/GRAINGER
 GA2119  USGS QUAD   -  BEAN STATION (1976)
 GA2119
 GA2119                         *CURRENT SURVEY CONTROL
 GA2119  ___________________________________________________________________
 GA2119* NAD 83(1986)-  36 21 11.     (N)    083 22 11.     (W)     SCALED    
 GA2119* NAVD 88     -       440.908  (meters)    1446.55   (feet)  ADJUSTED  
 GA2119  ___________________________________________________________________
 GA2119  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA2119  DYNAMIC HT  -         440.508 (meters)    1445.23  (feet)  COMP
 GA2119  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GA2119
 GA2119  VERT ORDER  -  SECOND    CLASS 0
 GA2119
 GA2119.The horizontal coordinates were scaled from a topographic map and have
 GA2119.an estimated accuracy of +/- 6 seconds.
 GA2119
 GA2119.The orthometric height was determined by differential leveling
 GA2119.and adjusted by the National Geodetic Survey in June 1991..
 GA2119
 GA2119.The geoid height was determined by GEOID03.
 GA2119
 GA2119.The dynamic height is computed by dividing the NAVD 88
 GA2119.geopotential number by the normal gravity value computed on the
 GA2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2119.degrees latitude (g = 980.6199 gals.).
 GA2119
 GA2119.The modeled gravity was interpolated from observed gravity values.
 GA2119
 GA2119;                    North         East    Units  Estimated Accuracy
 GA2119;SPC TN       -   227,260.      836,060.      MT  (+/- 180 meters Scaled)
 GA2119
 GA2119                          SUPERSEDED SURVEY CONTROL
 GA2119
 GA2119  NGVD 29 (??/??/92)  441.033  (m)         1446.96   (f) ADJ UNCH    2 0
 GA2119
 GA2119.Superseded values are not recommended for survey control.
 GA2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2119.See file dsdata.txt to determine how the superseded data were derived.
 GA2119
 GA2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA873257(NAD 83)
 GA2119_MARKER: DD = SURVEY DISK
 GA2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2119_STAMPING: INTO RM-1 1963
 GA2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2119+STABILITY: SURFACE MOTION
 GA2119
 GA2119  HISTORY     - Date     Condition        Report By
 GA2119  HISTORY     - 1963     MONUMENTED       TNHD
 GA2119
 GA2119                          STATION DESCRIPTION
 GA2119
 GA2119'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2119'6 MI NW FROM BEAN STATION.
 GA2119'THIS MARK IS LOCATED AT THE INTO 1963 STATION SITE, 58 FEET
 GA2119'SOUTH OF A HIGHWAY CUT, 45 FEET EAST OF THE STATION AND 18 FEET
 GA2119'EAST OF THE CENTERLINE OF A CIRCULAR GRAVELED DRIVE.  IT IS
 GA2119'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2119'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR
 GA2119'DESCR. SEE STATION INTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2117 ***********************************************************************
 GA2117  DESIGNATION -  INTO RM 2
 GA2117  PID         -  GA2117
 GA2117  STATE/COUNTY-  TN/GRAINGER
 GA2117  USGS QUAD   -  BEAN STATION (1976)
 GA2117
 GA2117                         *CURRENT SURVEY CONTROL
 GA2117  ___________________________________________________________________
 GA2117* NAD 83(1986)-  36 21 11.     (N)    083 22 11.     (W)     SCALED    
 GA2117* NAVD 88     -       441.672  (meters)    1449.05   (feet)  ADJUSTED  
 GA2117  ___________________________________________________________________
 GA2117  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA2117  DYNAMIC HT  -         441.272 (meters)    1447.74  (feet)  COMP
 GA2117  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 GA2117
 GA2117  VERT ORDER  -  SECOND    CLASS 0
 GA2117
 GA2117.The horizontal coordinates were scaled from a topographic map and have
 GA2117.an estimated accuracy of +/- 6 seconds.
 GA2117
 GA2117.The orthometric height was determined by differential leveling
 GA2117.and adjusted by the National Geodetic Survey in June 1991..
 GA2117
 GA2117.The geoid height was determined by GEOID03.
 GA2117
 GA2117.The dynamic height is computed by dividing the NAVD 88
 GA2117.geopotential number by the normal gravity value computed on the
 GA2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2117.degrees latitude (g = 980.6199 gals.).
 GA2117
 GA2117.The modeled gravity was interpolated from observed gravity values.
 GA2117
 GA2117;                    North         East    Units  Estimated Accuracy
 GA2117;SPC TN       -   227,260.      836,060.      MT  (+/- 180 meters Scaled)
 GA2117
 GA2117                          SUPERSEDED SURVEY CONTROL
 GA2117
 GA2117  NGVD 29 (??/??/92)  441.798  (m)         1449.47   (f) ADJ UNCH    2 0
 GA2117
 GA2117.Superseded values are not recommended for survey control.
 GA2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2117.See file dsdata.txt to determine how the superseded data were derived.
 GA2117
 GA2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA873257(NAD 83)
 GA2117_MARKER: DD = SURVEY DISK
 GA2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2117_STAMPING: INTO RM-2 1963
 GA2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2117+STABILITY: SURFACE MOTION
 GA2117
 GA2117  HISTORY     - Date     Condition        Report By
 GA2117  HISTORY     - 1963     MONUMENTED       TNHD
 GA2117
 GA2117                          STATION DESCRIPTION
 GA2117
 GA2117'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2117'6 MI NW FROM BEAN STATION.
 GA2117'THIS MARK IS LOCATED AT THE INTO 1963 STATION SITE, 36 FEET
 GA2117'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 25E, 44 FEET NORTHWEST
 GA2117'OF THE STATION, 31 FEET EAST OF THE CENTERLINE OF A PAVED ROAD
 GA2117'AND 2.5 FEET NORTHEAST OF A SIGN STOP.  THE MARK IS A STANDARD
 GA2117'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GA2117'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.  NOTE-- FOR
 GA2117'DESCR. SEE STATION INTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2168 ***********************************************************************
 FZ2168  DESIGNATION -  IRON
 FZ2168  PID         -  FZ2168
 FZ2168  STATE/COUNTY-  TN/JOHNSON
 FZ2168  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ2168
 FZ2168                         *CURRENT SURVEY CONTROL
 FZ2168  ___________________________________________________________________
 FZ2168* NAD 83(1995)-  36 31 00.21985(N)    081 52 03.70325(W)     ADJUSTED  
 FZ2168* NAVD 88     -      1273.     (meters)    4177.     (feet)  SCALED    
 FZ2168  ___________________________________________________________________
 FZ2168  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FZ2168  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ2168
 FZ2168  HORZ ORDER  -  THIRD
 FZ2168
 FZ2168.The horizontal coordinates were established by classical geodetic methods
 FZ2168.and adjusted by the National Geodetic Survey in April 1999..
 FZ2168
 FZ2168.The orthometric height was scaled from a topographic map.
 FZ2168
 FZ2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2168
 FZ2168.The geoid height was determined by GEOID03.
 FZ2168
 FZ2168;                    North         East     Units Scale Factor Converg.
 FZ2168;SPC TN       -   250,065.531   970,035.235   MT  1.00001928   +2 25 09.2
 FZ2168;SPC TN       -   820,423.33  3,182,523.93   sFT  1.00001928   +2 25 09.2
 FZ2168;UTM  17      - 4,041,613.667   422,309.157   MT  0.99967436   -0 30 58.9
 FZ2168
 FZ2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2168!SPC TN       -   0.99980512  x   1.00001928  =   0.99982440
 FZ2168!UTM  17      -   0.99980512  x   0.99967436  =   0.99947955
 FZ2168
 FZ2168|---------------------------------------------------------------------|
 FZ2168| PID    Reference Object                     Distance      Geod. Az  |
 FZ2168|                                                           dddmmss.s |
 FZ2168| DC3633 IRON RM 1                            12.079 METERS 00346     |
 FZ2168| DC3632 IRON AZ MK                                         0953621.9 |
 FZ2168| DC3634 IRON RM 2                             9.650 METERS 27328     |
 FZ2168| FZ2170 MC QUEEN LOOKOUT TOWER              APPROX. 7.8 KM 3215246.4 |
 FZ2168| FZ1197 MCQUEEN                             APPROX. 7.8 KM 3215622.5 |
 FZ2168|---------------------------------------------------------------------|
 FZ2168
 FZ2168                          SUPERSEDED SURVEY CONTROL
 FZ2168
 FZ2168  NAD 83(1995)-  36 31 00.22210(N)    081 52 03.70303(W) AD(       ) 3
 FZ2168  NAD 83(1995)-  36 31 00.23096(N)    081 52 03.70376(W) AD(       ) 3
 FZ2168  NAD 83(1986)-  36 31 00.23155(N)    081 52 03.70362(W) AD(       ) 3
 FZ2168  NAD 27      -  36 30 59.81174(N)    081 52 04.27889(W) AD(       ) 3
 FZ2168
 FZ2168.Superseded values are not recommended for survey control.
 FZ2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2168.See file dsdata.txt to determine how the superseded data were derived.
 FZ2168
 FZ2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2230941614(NAD 83)
 FZ2168_MARKER: DD = SURVEY DISK
 FZ2168_SETTING: 80 = SET IN A BOULDER
 FZ2168
 FZ2168  HISTORY     - Date     Condition        Report By
 FZ2168  HISTORY     - 1934     MONUMENTED       USGS
 FZ2168
 FZ2168                          STATION DESCRIPTION
 FZ2168
 FZ2168'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (MAH)
 FZ2168'ABOUT 4-1/2 MILES NORTHWEST OF MOUNTAIN CITY, 3 MILES SOUTH-SOUTHEAST
 FZ2168'OF CRANDULL, ON
 FZ2168'HIGHEST POINT OF TOP OF IRON MOUNTAIN IN UNAKA
 FZ2168'NATIONAL FOREST, 33.8 FEET
 FZ2168'SOUTHWEST OF WIRE PASTURE FENCE, AND 7.8
 FZ2168'FEET NORTH-NORTHWEST OF 24-INCH CHESTNUT TREE
 FZ2168'WITH TOP CUT OUT.  TO
 FZ2168'REACH FROM JUNCTION OF ROUTES 421 AND 67 IN MOUNTAIN CITY, GO
 FZ2168'NORTHWEST 6.7
 FZ2168'MILES ON ROUTE 421 TO TOP OF GRADE AND IRON MOUNTAIN
 FZ2168'WALK, FOLLOW TRAIL 1,600 FEET UP
 FZ2168'RIDGE TO RIGHT TO SIGN SHADY VALLEY
 FZ2168'3, FOLLOW RIGHT FORK 1-1/2 MILES OVER
 FZ2168'TRIANGLE-BLAZED MAIN-RIDGE
 FZ2168'TRAIL TO SIGN DAMASCUS 12.5 MILES, AND FOLLOW LEFT FORK
 FZ2168'1/2 MILE TO
 FZ2168'CLEARED FIELD AND STATION SITE.  MARKED BY U.  S.  GEOLOGICAL SURVEY
 FZ2168'STATION DISK IN
 FZ2168'BOULDER FLUSH WITH GROUND.  REFERENCE AND AZIMUTH
 FZ2168'MARKS ARE STANDARD REFERENCE DISKS
 FZ2168'IN BOULDERS.  NO. 1 IS
 FZ2168'35 FEET WEST OF WIRE FENCE AND 39.63 FEET FROM
 FZ2168'STATION N 3 DEG 46 MIN E.
 FZ2168'NO. 2 IS AT ABOUT SAME ELEVATION AS AND 31.66 FEET
 FZ2168'FROM STATION N 86 DEG 32 MIN W.
 FZ2168'AZIMUTH MARK IS IN SMALL BOULDER
 FZ2168'FLUSH WITH GROUND ABOUT 48
 FZ2168'FEET NORTH OF WIRE FENCE, ABOUT 50 FEET
 FZ2168'SOUTH OF BACKBONE OF RIDGE, AND 150 YARDS
 FZ2168'FROM STATION S 84 DEG 23 MIN E.
 FZ2168'FOLLOWING BEARINGS ARE FROM STATION-
 FZ2168'MOUNTAIN CITY,
 FZ2168'RED BRICK SCHOOL, SPIRE, S 51 DEG 31 MIN E, RED-ROOFED
 FZ2168'WHITE SCHOOL, SPIRE,
 FZ2168'DISTANT 4 MILES, N 72 DEG 06 MIN E, AND
 FZ2168'MCQUEEN, FIRE LOOKOUT TOWER, DISTANT
 FZ2168'4.8 MILES, N 38 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0644 ***********************************************************************
 GB0644  DESIGNATION -  IRON PIPE
 GB0644  PID         -  GB0644
 GB0644  STATE/COUNTY-  TN/ANDERSON
 GB0644  USGS QUAD   -  NORRIS (1990)
 GB0644
 GB0644                         *CURRENT SURVEY CONTROL
 GB0644  ___________________________________________________________________
 GB0644* NAD 83(1986)-  36 12 55.     (N)    084 04 52.     (W)     SCALED    
 GB0644* NAVD 88     -       255.942  (meters)     839.70   (feet)  ADJUSTED  
 GB0644  ___________________________________________________________________
 GB0644  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 GB0644  DYNAMIC HT  -         255.711 (meters)     838.95  (feet)  COMP
 GB0644  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 GB0644
 GB0644  VERT ORDER  -  SECOND    CLASS 0
 GB0644
 GB0644.The horizontal coordinates were scaled from a topographic map and have
 GB0644.an estimated accuracy of +/- 6 seconds.
 GB0644
 GB0644.The orthometric height was determined by differential leveling
 GB0644.and adjusted by the National Geodetic Survey in June 1991..
 GB0644
 GB0644.The geoid height was determined by GEOID03.
 GB0644
 GB0644.The dynamic height is computed by dividing the NAVD 88
 GB0644.geopotential number by the normal gravity value computed on the
 GB0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0644.degrees latitude (g = 980.6199 gals.).
 GB0644
 GB0644.The modeled gravity was interpolated from observed gravity values.
 GB0644
 GB0644;                    North         East    Units  Estimated Accuracy
 GB0644;SPC TN       -   210,490.      772,530.      MT  (+/- 180 meters Scaled)
 GB0644
 GB0644                          SUPERSEDED SURVEY CONTROL
 GB0644
 GB0644  NGVD 29 (??/??/92)  256.075  (m)          840.14   (f) ADJ UNCH    2 0
 GB0644
 GB0644.Superseded values are not recommended for survey control.
 GB0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0644.See file dsdata.txt to determine how the superseded data were derived.
 GB0644
 GB0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF623117(NAD 83)
 GB0644_MARKER: Z = SEE DESCRIPTION
 GB0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0644+STABILITY: SURFACE MOTION
 GB0644
 GB0644  HISTORY     - Date     Condition        Report By
 GB0644  HISTORY     - UNK      MONUMENTED       DOD
 GB0644  HISTORY     - 1949     MARK NOT FOUND   NGS
 GB0644
 GB0644                          STATION DESCRIPTION
 GB0644
 GB0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0644'1.3 MI N FROM NORRIS.
 GB0644'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0644'NORRIS, ANDERSON COUNTY, THENCE 2.7 MILES NORTH ALONG T.V.A.
 GB0644'FREEWAY, 200 YARDS SOUTH OF THE CENTER OF A ROAD JUNCTION, 159
 GB0644'YARDS SOUTHWEST OF THE CENTERLINE OF THE FREEWAY, OPPOSITE THE
 GB0644'OLD LONGMIRE HOUSE, 70 YARDS NORTHWEST OF A DRAINAGE POINT, 10
 GB0644'YARDS EAST OF THE CLINCH RIVER BANK, AND 8 YARDS NORTH OF THE
 GB0644'NORTH END OF A C.C.C. HOTBED.  THE TOP OF A 1-INCH IRON PIPE, SET
 GB0644'IN A CONCRETE POST MARKED USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2669 ***********************************************************************
 AJ2669  DESIGNATION -  IRS
 AJ2669  PID         -  AJ2669
 AJ2669  STATE/COUNTY-  TN/SHELBY
 AJ2669  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AJ2669
 AJ2669                         *CURRENT SURVEY CONTROL
 AJ2669  ___________________________________________________________________
 AJ2669* NAD 83(1995)-  35 00 20.70345(N)    089 56 12.93843(W)     ADJUSTED  
 AJ2669* NAVD 88     -       116.61   (meters)     382.6    (feet)  LEVELING  
 AJ2669  ___________________________________________________________________
 AJ2669  X           -       5,757.464 (meters)                     COMP
 AJ2669  Y           -  -5,230,130.742 (meters)                     COMP
 AJ2669  Z           -   3,638,440.681 (meters)                     COMP
 AJ2669  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ2669  ELLIP HEIGHT-          89.18  (meters)          (04/26/01) GPS OBS
 AJ2669  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ2669
 AJ2669  HORZ ORDER  -  FIRST
 AJ2669  VERT ORDER  -  THIRD ?
 AJ2669  ELLP ORDER  -  FOURTH    CLASS I
 AJ2669
 AJ2669.The horizontal coordinates were established by GPS observations
 AJ2669.and adjusted by the National Geodetic Survey in April 2001..
 AJ2669
 AJ2669.The orthometric height was determined by differential leveling.
 AJ2669.The vertical network tie was performed by a horz. field party for horz.
 AJ2669.obs reductions. Reset procedures were used to establish the elevation.
 AJ2669
 AJ2669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2669
 AJ2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2669
 AJ2669.The ellipsoidal height was determined by GPS observations
 AJ2669.and is referenced to NAD 83.
 AJ2669
 AJ2669.The geoid height was determined by GEOID03.
 AJ2669
 AJ2669;                    North         East     Units Scale Factor Converg.
 AJ2669;SPC TN       -    81,833.751   240,708.461   MT  1.00005208   -2 18 17.4
 AJ2669;SPC TN       -   268,482.90    789,724.34   sFT  1.00005208   -2 18 17.4
 AJ2669;UTM  16      - 3,877,623.472   231,978.828   MT  1.00048544   -1 41 08.9
 AJ2669;UTM  15      - 3,877,969.682   779,536.772   MT  1.00056317   +1 45 29.9
 AJ2669
 AJ2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2669!SPC TN       -   0.99998600  x   1.00005208  =   1.00003808
 AJ2669!UTM  16      -   0.99998600  x   1.00048544  =   1.00047144
 AJ2669!UTM  15      -   0.99998600  x   1.00056317  =   1.00054916
 AJ2669
 AJ2669:                Primary Azimuth Mark                     Grid Az
 AJ2669:SPC TN       -  513                                      182 13 08.2
 AJ2669:UTM  16      -  513                                      181 35 59.7
 AJ2669:UTM  15      -  513                                      178 09 20.9
 AJ2669
 AJ2669|---------------------------------------------------------------------|
 AJ2669| PID    Reference Object                     Distance      Geod. Az  |
 AJ2669|                                                           dddmmss.s |
 AJ2669| AJ2683 513                                 434.750 METERS 1795450.8 |
 AJ2669|---------------------------------------------------------------------|
 AJ2669
 AJ2669                          SUPERSEDED SURVEY CONTROL
 AJ2669
 AJ2669.No superseded survey control is available for this station.
 AJ2669
 AJ2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3197977623(NAD 83)
 AJ2669_MARKER: DD = SURVEY DISK
 AJ2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2669_MARK LOGO: TN1620
 AJ2669_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2669+STABILITY: SURFACE MOTION
 AJ2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2669+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2669
 AJ2669  HISTORY     - Date     Condition        Report By
 AJ2669  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2669
 AJ2669                          STATION DESCRIPTION
 AJ2669
 AJ2669'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2669'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY APPROXIMATELY 2.00
 AJ2669'MILES (3.22 KM) SOUTHEAST OF THE MEMPHIS INTERNATIONAL AIRPORT AT THE
 AJ2669'INTERNAL REVENUE SERVICE CENTER.
 AJ2669'TO REACH THE STATION FROM THE INTERSECTION OF THE
 AJ2669'TENNESSEE-MISSISSIPPI STATE LINE AND GETWELL ROAD, PROCEED NORTH ON
 AJ2669'GETWELL ROAD APPROXIMATELY 0.80 MILE (1.29 KM) TO HOLMES ROAD.  THE
 AJ2669'STATION IS ON THE LEFT.
 AJ2669'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2669'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2669'THE GROUND.  THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF GETWELL
 AJ2669'ROAD AND HOLMES ROAD, 10.50 SOUTH OF A WOOD POWER POLE, AT THE BACK OF
 AJ2669'CURB AT END OF CURB RADIUS (ER) ON GETWELL ROAD SIDE. THE CAP AND
 AJ2669'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2508 ***********************************************************************
 GB2508  DESIGNATION -  ISHAM
 GB2508  PID         -  GB2508
 GB2508  STATE/COUNTY-  TN/SCOTT
 GB2508  USGS QUAD   -  WINFIELD (1982)
 GB2508
 GB2508                         *CURRENT SURVEY CONTROL
 GB2508  ___________________________________________________________________
 GB2508* NAD 83(1995)-  36 32 39.63252(N)    084 27 19.51471(W)     ADJUSTED  
 GB2508* NAVD 88     -       416.4    (meters)    1366.     (feet)  VERTCON   
 GB2508  ___________________________________________________________________
 GB2508  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GB2508  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GB2508
 GB2508  HORZ ORDER  -  SECOND
 GB2508
 GB2508.The horizontal coordinates were established by classical geodetic methods
 GB2508.and adjusted by the National Geodetic Survey in April 1999..
 GB2508
 GB2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2508
 GB2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2508
 GB2508.The geoid height was determined by GEOID03.
 GB2508
 GB2508;                    North         East     Units Scale Factor Converg.
 GB2508;SPC TN       -   246,408.115   738,299.345   MT  1.00002514   +0 54 15.3
 GB2508;SPC TN       -   808,423.96  2,422,237.10   sFT  1.00002514   +0 54 15.3
 GB2508;SPC KY1Z     - 1,024,224.290 1,615,932.889   MT  1.00017249   +0 47 41.4
 GB2508;SPC KY1Z     - 3,360,309.19  5,301,606.49   sFT  1.00017249   +0 47 41.4
 GB2508;SPC KY S     -   524,210.853   615,917.584   MT  1.00003967   +0 47 06.4
 GB2508;SPC KY S     - 1,719,848.44  2,020,722.94   sFT  1.00003967   +0 47 06.4
 GB2508;UTM  16      - 4,047,339.534   727,772.438   MT  1.00023923   +1 30 56.9
 GB2508
 GB2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2508!SPC TN       -   0.99993921  x   1.00002514  =   0.99996435
 GB2508!SPC KY1Z     -   0.99993921  x   1.00017249  =   1.00011169
 GB2508!SPC KY S     -   0.99993921  x   1.00003967  =   0.99997888
 GB2508!UTM  16      -   0.99993921  x   1.00023923  =   1.00017842
 GB2508
 GB2508:                Primary Azimuth Mark                     Grid Az
 GB2508:SPC TN       -  WINFIELD MISSIONARY BAP SP               010 42 21.2
 GB2508:SPC KY1Z     -  WINFIELD MISSIONARY BAP SP               010 48 55.1
 GB2508:SPC KY S     -  WINFIELD MISSIONARY BAP SP               010 49 30.1
 GB2508:UTM  16      -  WINFIELD MISSIONARY BAP SP               010 05 39.6
 GB2508
 GB2508|---------------------------------------------------------------------|
 GB2508| PID    Reference Object                     Distance      Geod. Az  |
 GB2508|                                                           dddmmss.s |
 GB2508| DC2807 WINFIELD MISSIONARY BAP SP                         0113636.5 |
 GB2508| DB9476 ISHAM RM 1                           10.899 METERS 02238     |
 GB2508| DB9477 ISHAM RM 2                            9.896 METERS 20046     |
 GB2508|---------------------------------------------------------------------|
 GB2508
 GB2508                          SUPERSEDED SURVEY CONTROL
 GB2508
 GB2508  NAD 83(1995)-  36 32 39.63299(N)    084 27 19.51472(W) AD(       ) 2
 GB2508  NAD 83(1995)-  36 32 39.64167(N)    084 27 19.51771(W) AD(       ) 2
 GB2508  NAD 83(1986)-  36 32 39.64198(N)    084 27 19.51674(W) AD(       ) 2
 GB2508  NAD 27      -  36 32 39.36200(N)    084 27 19.74508(W) AD(       ) 2
 GB2508  NGVD 29 (07/19/86)  416.5    (m)         1366.     (f) VERT ANG       
 GB2508
 GB2508.Superseded values are not recommended for survey control.
 GB2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2508.See file dsdata.txt to determine how the superseded data were derived.
 GB2508
 GB2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2777247340(NAD 83)
 GB2508_MARKER: DS = TRIANGULATION STATION DISK
 GB2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2508
 GB2508  HISTORY     - Date     Condition        Report By
 GB2508  HISTORY     - 1966     MONUMENTED       TNHD
 GB2508  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB2508
 GB2508                          STATION DESCRIPTION
 GB2508
 GB2508'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB2508'THE STATION IS LOCATED ON HIGHWAY RIGHT-OF-WAY ABOUT 5 MILES NORTH OF
 GB2508'ONEIDA AND ABOUT 4 MILES
 GB2508'SOUTH OF THE KENTUCKY-TENNESSEE STATE LINE.
 GB2508'
 GB2508'TO REACH THE STATION FROM THE SCHOOL IN WINFIELD, GO SOUTH ON U.S.
 GB2508'HIGHWAY 27 FOR 0.25 MILE
 GB2508'TO THE WINFIELD MISSIONARY BAPTIST CHURCH ON THE RIGHT,
 GB2508'CONTINUE SOUTH FOR 0.85 MILE TO
 GB2508'THE STATION AT THE TOP OF A CUT ON THE LEFT.
 GB2508'
 GB2508'THE STATION IS 106 FEET NORTH OF A TELEPHONE POLE AND 3.5 FEET EAST
 GB2508'OF THE EDGE OF THE CUT.  THE
 GB2508'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GB2508'HIGHWAY DEPARTMENT DISKS AND THE
 GB2508'DISKS ARE STAMPED ISHAM 1966.  THE
 GB2508'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB2508'SURFACE.  THE SURFACE
 GB2508'DISK IS SET IN THE TOP OF A 10- INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB2508'
 GB2508'REFERENCE MARK NO. 1 IS 2 FEET EAST OF THE EDGE OF THE CUT.  IT IS A
 GB2508'STANDARD TENNESSEE HIGHWAY
 GB2508'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2508'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2508'THE DISK IS STAMPED ISHAM RM-1
 GB2508'1966.
 GB2508'
 GB2508'REFERENCE MARK NO. 2 IS 74 FEET NORTH OF A TELEPHONE POLE AND 3.7
 GB2508'FEET EAST OF THE EDGE OF
 GB2508'THE CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2508'DEPARTMENT DISK SET IN THE TOP OF
 GB2508'A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2508'MONUMENT AND THE DISK IS STAMPED ISHAM RM-2 1966.
 GB2508'
 GB2508'WINFIELD MISSIONARY BAPTIST CHURCH SPIRE WILL SERVE AS THE AZIMUTH
 GB2508'MARK.  IT IS A RED
 GB2508'BRICK BUILDING WITH A WHITE SPIRE ATOP A STEEPLE.  THIS
 GB2508'WAS THE POINT OBSERVED.
 GB2508'
 GB2508'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2508'
 GB2508'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2508
 GB2508                          STATION RECOVERY (1980)
 GB2508
 GB2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2508'A SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND WITH EXISTING
 GB2508'DATA.  ALL THE MARKS WERE SET NEAR THE EDGE OF THE CUT AND IT IS
 GB2508'POSSIBLE THAT THE BANK HAS CAVED OFF AND THE MARK WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2670 ***********************************************************************
 AJ2670  DESIGNATION -  ISWALK1
 AJ2670  PID         -  AJ2670
 AJ2670  STATE/COUNTY-  TN/SHELBY
 AJ2670  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2670
 AJ2670                         *CURRENT SURVEY CONTROL
 AJ2670  ___________________________________________________________________
 AJ2670* NAD 83(1995)-  35 09 44.27848(N)    090 03 20.99733(W)     ADJUSTED  
 AJ2670* NAVD 88     -        71.86   (meters)     235.8    (feet)  LEVELING  
 AJ2670  ___________________________________________________________________
 AJ2670  X           -      -5,086.805 (meters)                     COMP
 AJ2670  Y           -  -5,220,112.208 (meters)                     COMP
 AJ2670  Z           -   3,652,627.470 (meters)                     COMP
 AJ2670  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AJ2670  ELLIP HEIGHT-          44.59  (meters)          (04/26/01) GPS OBS
 AJ2670  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2670
 AJ2670  HORZ ORDER  -  FIRST
 AJ2670  VERT ORDER  -  THIRD ?
 AJ2670  ELLP ORDER  -  FOURTH    CLASS I
 AJ2670
 AJ2670.The horizontal coordinates were established by GPS observations
 AJ2670.and adjusted by the National Geodetic Survey in April 2001..
 AJ2670
 AJ2670.The orthometric height was determined by differential leveling.
 AJ2670.The vertical network tie was performed by a horz. field party for horz.
 AJ2670.obs reductions. Reset procedures were used to establish the elevation.
 AJ2670
 AJ2670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2670
 AJ2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2670
 AJ2670.The ellipsoidal height was determined by GPS observations
 AJ2670.and is referenced to NAD 83.
 AJ2670
 AJ2670.The geoid height was determined by GEOID03.
 AJ2670
 AJ2670;                    North         East     Units Scale Factor Converg.
 AJ2670;SPC TN       -    99,630.371   230,582.636   MT  1.00001663   -2 22 28.0
 AJ2670;SPC TN       -   326,870.64    756,503.20   sFT  1.00001663   -2 22 28.0
 AJ2670;UTM  15      - 3,895,011.673   768,168.650   MT  1.00048638   +1 41 47.5
 AJ2670;UTM  16      - 3,895,318.746   221,657.148   MT  1.00055493   -1 45 39.5
 AJ2670
 AJ2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2670!SPC TN       -   0.99999300  x   1.00001663  =   1.00000963
 AJ2670!UTM  15      -   0.99999300  x   1.00048638  =   1.00047938
 AJ2670!UTM  16      -   0.99999300  x   1.00055493  =   1.00054793
 AJ2670
 AJ2670:                Primary Azimuth Mark                     Grid Az
 AJ2670:SPC TN       -  ISWALK2                                  006 08 53.6
 AJ2670:UTM  15      -  ISWALK2                                  002 04 38.1
 AJ2670:UTM  16      -  ISWALK2                                  005 32 05.1
 AJ2670
 AJ2670|---------------------------------------------------------------------|
 AJ2670| PID    Reference Object                     Distance      Geod. Az  |
 AJ2670|                                                           dddmmss.s |
 AJ2670| AJ2671 ISWALK2                             APPROX. 0.6 KM 0034625.6 |
 AJ2670| AJ2665 AUCTION                             304.562 METERS 18855     |
 AJ2670|---------------------------------------------------------------------|
 AJ2670
 AJ2670                          SUPERSEDED SURVEY CONTROL
 AJ2670
 AJ2670.No superseded survey control is available for this station.
 AJ2670
 AJ2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6816995012(NAD 83)
 AJ2670_MARKER: DD = SURVEY DISK
 AJ2670_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ2670_SP_SET: SIDEWALK
 AJ2670_MARK LOGO: TN1620
 AJ2670_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2670+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 AJ2670
 AJ2670  HISTORY     - Date     Condition        Report By
 AJ2670  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2670  HISTORY     - 20020812 GOOD             TN1620
 AJ2670
 AJ2670                          STATION DESCRIPTION
 AJ2670
 AJ2670'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2670'THE STATION IS LOCATED IN THE DOWNTOWN MEMPHIS AREA ON MUD ISLAND.
 AJ2670'TO REACH THE STATION FROM THE INTERSECTION OF AUCTION AVENUE AND FRONT
 AJ2670'STREET, PROCEED WEST ON AUCTION AVENUE ACROSS A.W.  WILLIS BRIDGE,
 AJ2670'CROSSING WOLF RIVER HARBOR, APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2670'T-INTERSECTION, ISLAND DRIVE.  TURN RIGHT AND PROCEED NORTH ON ISLAND
 AJ2670'DRIVE FOR APPROXIMATELY 0.20 MILES (0.32 KM) TO ADDRESS 764 ISLAND
 AJ2670'DRIVE.  THE STATION IS LOCATED ON THE LEFT.
 AJ2670'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET IN A DRILL
 AJ2670'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED ON THE WEST
 AJ2670'SIDE OF ISLAND DRIVE IN THE RIVERWALK SIDEWALK, 62.00 FEET (18.90 M)
 AJ2670'WEST OF THE CENTERLINE OF ISLAND DRIVE, AND DIRECTLY ACROSS FROM
 AJ2670'ADDRESS 764 ISLAND DRIVE, 53.70 FEET (16.37 M) SOUTH OF A WALKWAY
 AJ2670'LIGHT, 19.40 FEET (5.91 M) WEST OF A CONCRETE LIGHT POLE NO.  242024,
 AJ2670'0.30 FEET (9.14 CM) WEST OF THE EAST EDGE OF SIDEWALK.  THE CAP IS SET
 AJ2670'FLUSH WITH THE SIDEWALK.
 AJ2670
 AJ2670                          STATION RECOVERY (2002)
 AJ2670
 AJ2670'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2002 (DA)
 AJ2670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2671 ***********************************************************************
 AJ2671  DESIGNATION -  ISWALK2
 AJ2671  PID         -  AJ2671
 AJ2671  STATE/COUNTY-  TN/SHELBY
 AJ2671  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2671
 AJ2671                         *CURRENT SURVEY CONTROL
 AJ2671  ___________________________________________________________________
 AJ2671* NAD 83(1995)-  35 10 02.46723(N)    090 03 19.53630(W)     ADJUSTED  
 AJ2671* NAVD 88     -        71.63   (meters)     235.0    (feet)  LEVELING  
 AJ2671  ___________________________________________________________________
 AJ2671  X           -      -5,049.518 (meters)                     COMP
 AJ2671  Y           -  -5,219,789.224 (meters)                     COMP
 AJ2671  Z           -   3,653,085.577 (meters)                     COMP
 AJ2671  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AJ2671  ELLIP HEIGHT-          44.36  (meters)          (04/26/01) GPS OBS
 AJ2671  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2671
 AJ2671  HORZ ORDER  -  FIRST
 AJ2671  VERT ORDER  -  THIRD ?
 AJ2671  ELLP ORDER  -  FOURTH    CLASS I
 AJ2671
 AJ2671.The horizontal coordinates were established by GPS observations
 AJ2671.and adjusted by the National Geodetic Survey in April 2001..
 AJ2671
 AJ2671.The orthometric height was determined by differential leveling.
 AJ2671.The vertical network tie was performed by a horz. field party for horz.
 AJ2671.obs reductions. Reset procedures were used to establish the elevation.
 AJ2671
 AJ2671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2671
 AJ2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2671
 AJ2671.The ellipsoidal height was determined by GPS observations
 AJ2671.and is referenced to NAD 83.
 AJ2671
 AJ2671.The geoid height was determined by GEOID03.
 AJ2671
 AJ2671;                    North         East     Units Scale Factor Converg.
 AJ2671;SPC TN       -   100,188.902   230,642.801   MT  1.00001561   -2 22 27.1
 AJ2671;SPC TN       -   328,703.09    756,700.59   sFT  1.00001561   -2 22 27.1
 AJ2671;UTM  15      - 3,895,573.329   768,189.020   MT  1.00048651   +1 41 49.2
 AJ2671;UTM  16      - 3,895,878.191   221,711.359   MT  1.00055455   -1 45 39.4
 AJ2671
 AJ2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2671!SPC TN       -   0.99999304  x   1.00001561  =   1.00000865
 AJ2671!UTM  15      -   0.99999304  x   1.00048651  =   1.00047954
 AJ2671!UTM  16      -   0.99999304  x   1.00055455  =   1.00054758
 AJ2671
 AJ2671:                Primary Azimuth Mark                     Grid Az
 AJ2671:SPC TN       -  ISWALK3                                  003 40 42.5
 AJ2671:UTM  15      -  ISWALK3                                  359 36 26.2
 AJ2671:UTM  16      -  ISWALK3                                  003 03 54.8
 AJ2671
 AJ2671|---------------------------------------------------------------------|
 AJ2671| PID    Reference Object                     Distance      Geod. Az  |
 AJ2671|                                                           dddmmss.s |
 AJ2671| AJ2672 ISWALK3                             445.328 METERS 0011815.4 |
 AJ2671| AJ2670 ISWALK1                             APPROX. 0.6 KM 1834626.4 |
 AJ2671|---------------------------------------------------------------------|
 AJ2671
 AJ2671                          SUPERSEDED SURVEY CONTROL
 AJ2671
 AJ2671.No superseded survey control is available for this station.
 AJ2671
 AJ2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6818995573(NAD 83)
 AJ2671_MARKER: DD = SURVEY DISK
 AJ2671_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ2671_SP_SET: SIDEWALK
 AJ2671_MARK LOGO: TN1620
 AJ2671_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2671+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ2671
 AJ2671  HISTORY     - Date     Condition        Report By
 AJ2671  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2671
 AJ2671                          STATION DESCRIPTION
 AJ2671
 AJ2671'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (DA)
 AJ2671'THE STATION IS LOCATED IN DOWNTOWN MEMPHIS AREA ON MUD ISLAND.
 AJ2671'TO REACH THE STATION FROM THE INTERSECTION OF AUCTION AVENUE AND FRONT
 AJ2671'STREET, PROCEED WEST ON AUCTION AVENUE ACROSS A.W.  WILLIS BRIDGE,
 AJ2671'CROSSING WOLF RIVER HARBOR, APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2671'T-INTERSECTION, ISLAND DRIVE.  TURN RIGHT AND GO NORTH ON ISLAND DRIVE
 AJ2671'APPROXIMATELY 0.60 MILE (0.97 KM) TO ADDRESS 954 ISLAND DRIVE. THE
 AJ2671'STATION IS ON THE LEFT.
 AJ2671'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET IN A DRILL
 AJ2671'HOLE IN THE CONCRETE SIDEWALK.  THE STATION IS LOCATED ON THE WEST
 AJ2671'SIDE OF ISLAND DRIVE IN THE RIVERWALK SIDEWALK, 65.00 FEET (19.81 M)
 AJ2671'WEST OF THE CENTERLINE OF ISLAND DRIVE AND IN LINE WITH THE NORTH
 AJ2671'PROPERTY LINE ADDRESS 954 ISLAND DRIVE PROJECTED WEST, 49.00 NORTHWEST
 AJ2671'OF A CONCRETE LIGHT POLE NO.  233634, 39.60 FEET (12.07 M) NORTH OF
 AJ2671'WALKWAY LIGHT, 0.40 FEET (12.19 CM) EAST OF THE WEST EDGE OF SIDEWALK.
 AJ2671'THE CAP IS SET FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2672 ***********************************************************************
 AJ2672  DESIGNATION -  ISWALK3
 AJ2672  PID         -  AJ2672
 AJ2672  STATE/COUNTY-  TN/SHELBY
 AJ2672  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2672
 AJ2672                         *CURRENT SURVEY CONTROL
 AJ2672  ___________________________________________________________________
 AJ2672* NAD 83(1995)-  35 10 16.91388(N)    090 03 19.13572(W)     ADJUSTED  
 AJ2672* NAVD 88     -        72.66   (meters)     238.4    (feet)  LEVELING  
 AJ2672  ___________________________________________________________________
 AJ2672  X           -      -5,039.134 (meters)                     COMP
 AJ2672  Y           -  -5,219,533.642 (meters)                     COMP
 AJ2672  Z           -   3,653,450.119 (meters)                     COMP
 AJ2672  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AJ2672  ELLIP HEIGHT-          45.40  (meters)          (04/26/01) GPS OBS
 AJ2672  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2672
 AJ2672  HORZ ORDER  -  FIRST
 AJ2672  VERT ORDER  -  THIRD ?
 AJ2672  ELLP ORDER  -  FOURTH    CLASS I
 AJ2672
 AJ2672.The horizontal coordinates were established by GPS observations
 AJ2672.and adjusted by the National Geodetic Survey in April 2001..
 AJ2672
 AJ2672.The orthometric height was determined by differential leveling.
 AJ2672.The vertical network tie was performed by a horz. field party for horz.
 AJ2672.obs reductions. Reset procedures were used to establish the elevation.
 AJ2672
 AJ2672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2672
 AJ2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2672
 AJ2672.The ellipsoidal height was determined by GPS observations
 AJ2672.and is referenced to NAD 83.
 AJ2672
 AJ2672.The geoid height was determined by GEOID03.
 AJ2672
 AJ2672;                    North         East     Units Scale Factor Converg.
 AJ2672;SPC TN       -   100,633.319   230,671.372   MT  1.00001481   -2 22 26.9
 AJ2672;SPC TN       -   330,161.15    756,794.33   sFT  1.00001481   -2 22 26.9
 AJ2672;UTM  15      - 3,896,018.863   768,185.966   MT  1.00048649   +1 41 50.0
 AJ2672;UTM  16      - 3,896,323.128   221,735.186   MT  1.00055439   -1 45 39.8
 AJ2672
 AJ2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2672!SPC TN       -   0.99999287  x   1.00001481  =   1.00000768
 AJ2672!UTM  15      -   0.99999287  x   1.00048649  =   1.00047936
 AJ2672!UTM  16      -   0.99999287  x   1.00055439  =   1.00054726
 AJ2672
 AJ2672:                Primary Azimuth Mark                     Grid Az
 AJ2672:SPC TN       -  ISWALK2                                  183 40 42.6
 AJ2672:UTM  15      -  ISWALK2                                  179 36 25.7
 AJ2672:UTM  16      -  ISWALK2                                  183 03 55.5
 AJ2672
 AJ2672|---------------------------------------------------------------------|
 AJ2672| PID    Reference Object                     Distance      Geod. Az  |
 AJ2672|                                                           dddmmss.s |
 AJ2672| AJ2671 ISWALK2                             445.328 METERS 1811815.7 |
 AJ2672|---------------------------------------------------------------------|
 AJ2672
 AJ2672                          SUPERSEDED SURVEY CONTROL
 AJ2672
 AJ2672.No superseded survey control is available for this station.
 AJ2672
 AJ2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6818696019(NAD 83)
 AJ2672_MARKER: DD = SURVEY DISK
 AJ2672_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ2672_SP_SET: SIDEWALK
 AJ2672_MARK LOGO: TN1620
 AJ2672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2672+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2672
 AJ2672  HISTORY     - Date     Condition        Report By
 AJ2672  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2672
 AJ2672                          STATION DESCRIPTION
 AJ2672
 AJ2672'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2672'THE STATION IS LOCATED IN THE DOWNTOWN MEMPHIS AREA ON MUD ISLAND.
 AJ2672'TO REACH THE STATION FROM THE INTERSECTION OF FRONT STREET AND AUCTION
 AJ2672'AVENUE, PROCEED WEST ON AUCTION AVENUE ACROSS THE A.W.WILLIS BRIDGE,
 AJ2672'CROSSING THE WOLF RIVER HARBOR, APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2672'T-INTERSECTION, ISLAND DRIVE.  TURN RIGHT AND CONTINUE NORTH ON ISLAND
 AJ2672'DRIVE FOR APPROXIMATELY 0.80 MILE (1.29 KM) TO ADDRESS 1088 ISLAND
 AJ2672'DRIVE.  THE STATION IS ON THE LEFT.
 AJ2672'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK GLUED TO THE
 AJ2672'CONCRETE PAD OF A WALKWAY LIGHT ON THE WEST SIDE OF THE RIVERWALK
 AJ2672'SIDEWALK.  THE STATION IS LOCATED 64.00 FEET (19.51 M) WEST OF THE
 AJ2672'CENTERLINE OF ISLAND DRIVE, 15.50 FEET (4.72 M) SOUTH OF THE WESTERLY
 AJ2672'PROJECTION OF THE NORTH SIDE OF BUILDING AT ADDRESS 1088 ISLAND DRIVE,
 AJ2672'51.80 FEET (15.79 M) SOUTHWEST OF A PAD MOUNTED TRANSFORMER. THE
 AJ2672'STATION IS PROTRUDING 0.05 FEET (1.52 CM) ABOUE THE CONCRETE LIGHT
 AJ2672'PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1029 ***********************************************************************
 FD1029  DESIGNATION -  J 10
 FD1029  PID         -  FD1029
 FD1029  STATE/COUNTY-  TN/LAWRENCE
 FD1029  USGS QUAD   -  ST JOSEPH (1976)
 FD1029
 FD1029                         *CURRENT SURVEY CONTROL
 FD1029  ___________________________________________________________________
 FD1029* NAD 83(1986)-  35 00 18.     (N)    087 36 24.     (W)     SCALED    
 FD1029* NAVD 88     -       211.780  (meters)     694.81   (feet)  ADJUSTED  
 FD1029  ___________________________________________________________________
 FD1029  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FD1029  DYNAMIC HT  -         211.579 (meters)     694.16  (feet)  COMP
 FD1029  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FD1029
 FD1029  VERT ORDER  -  FIRST     CLASS II
 FD1029
 FD1029.The horizontal coordinates were scaled from a topographic map and have
 FD1029.an estimated accuracy of +/- 6 seconds.
 FD1029
 FD1029.The orthometric height was determined by differential leveling
 FD1029.and adjusted by the National Geodetic Survey in June 1991..
 FD1029
 FD1029.The geoid height was determined by GEOID03.
 FD1029
 FD1029.The dynamic height is computed by dividing the NAVD 88
 FD1029.geopotential number by the normal gravity value computed on the
 FD1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1029.degrees latitude (g = 980.6199 gals.).
 FD1029
 FD1029.The modeled gravity was interpolated from observed gravity values.
 FD1029
 FD1029;                    North         East    Units  Estimated Accuracy
 FD1029;SPC TN       -    75,730.      453,340.      MT  (+/- 180 meters Scaled)
 FD1029
 FD1029                          SUPERSEDED SURVEY CONTROL
 FD1029
 FD1029  NGVD 29 (??/??/92)  211.746  (m)          694.70   (f) ADJ UNCH    1 2
 FD1029
 FD1029.Superseded values are not recommended for survey control.
 FD1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1029.See file dsdata.txt to determine how the superseded data were derived.
 FD1029
 FD1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD446737(NAD 83)
 FD1029_MARKER: DB = BENCH MARK DISK
 FD1029_SETTING: 66 = SET IN ROCK OUTCROP
 FD1029_SP_SET: SET IN ROCK OUTCROP
 FD1029_STAMPING: 694.749 J 10 1931
 FD1029_MARK LOGO: CGS   
 FD1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1029+STABILITY: POSITION/ELEVATION WELL
 FD1029
 FD1029  HISTORY     - Date     Condition        Report By
 FD1029  HISTORY     - 1931     MONUMENTED       CGS
 FD1029  HISTORY     - 1950     GOOD             NGS
 FD1029  HISTORY     - 1983     GOOD             NGS
 FD1029
 FD1029                          STATION DESCRIPTION
 FD1029
 FD1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1029'2.2 MI SW FROM IRON CITY.
 FD1029'2.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD1029'FROM IRON CITY, ABOUT 150 YARDS NORTH OF THE TENNESSEE-ALABAMA
 FD1029'STATE LINE, OPPOSITE MILEPOST L 295, IN THE EAST SIDE OF A DEEP
 FD1029'ROCK CUT, 6 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET ABOVE
 FD1029'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED 694.749 J 10 1931.
 FD1029
 FD1029                          STATION RECOVERY (1983)
 FD1029
 FD1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD1029'RECOVERED IN GOOD CONDITION.  NOTE, 27.4 METERS (90.0 FT) NORTHEAST OF
 FD1029'RAILROAD MILEPOST NUMBER L 295, 30.2 METERS (99.0 FT) NORTHEAST OF THE
 FD1029'NORTHEAST SIDE OF OVERHEAD ROAD BRIDGE, AND 2.1 METERS (7.0 FT)
 FD1029'SOUTHEAST OF THE SOUTHEAST RAIL.
 FD1029'THE MARK IS 0.61 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0978 ***********************************************************************
 GA0978  DESIGNATION -  J 100
 GA0978  PID         -  GA0978
 GA0978  STATE/COUNTY-  TN/GREENE
 GA0978  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0978
 GA0978                         *CURRENT SURVEY CONTROL
 GA0978  ___________________________________________________________________
 GA0978* NAD 83(1986)-  36 16 31.     (N)    082 39 44.     (W)     SCALED    
 GA0978* NAVD 88     -       493.269  (meters)    1618.33   (feet)  ADJUSTED  
 GA0978  ___________________________________________________________________
 GA0978  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0978  DYNAMIC HT  -         492.799 (meters)    1616.79  (feet)  COMP
 GA0978  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 GA0978
 GA0978  VERT ORDER  -  SECOND    CLASS 0
 GA0978
 GA0978.The horizontal coordinates were scaled from a topographic map and have
 GA0978.an estimated accuracy of +/- 6 seconds.
 GA0978
 GA0978.The orthometric height was determined by differential leveling
 GA0978.and adjusted by the National Geodetic Survey in June 1991..
 GA0978
 GA0978.The geoid height was determined by GEOID03.
 GA0978
 GA0978.The dynamic height is computed by dividing the NAVD 88
 GA0978.geopotential number by the normal gravity value computed on the
 GA0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0978.degrees latitude (g = 980.6199 gals.).
 GA0978
 GA0978.The modeled gravity was interpolated from observed gravity values.
 GA0978
 GA0978;                    North         East    Units  Estimated Accuracy
 GA0978;SPC TN       -   220,570.      899,830.      MT  (+/- 180 meters Scaled)
 GA0978
 GA0978                          SUPERSEDED SURVEY CONTROL
 GA0978
 GA0978  NGVD 29 (??/??/92)  493.408  (m)         1618.79   (f) ADJ UNCH    2 0
 GA0978
 GA0978.Superseded values are not recommended for survey control.
 GA0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0978.See file dsdata.txt to determine how the superseded data were derived.
 GA0978
 GA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA507157(NAD 83)
 GA0978_MARKER: DB = BENCH MARK DISK
 GA0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0978_STAMPING: J 100 1935
 GA0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0978+STABILITY: SURFACE MOTION
 GA0978
 GA0978  HISTORY     - Date     Condition        Report By
 GA0978  HISTORY     - 1935     MONUMENTED       CGS
 GA0978
 GA0978                          STATION DESCRIPTION
 GA0978
 GA0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0978'AT JOCKEY.
 GA0978'AT JOCKEY, GREENE COUNTY, ON THE LIMESTONE TO JEAROLDSTOWN ROAD,
 GA0978'AT A CHURCH, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 50
 GA0978'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 36 FEET
 GA0978'EAST OF THE CENTERLINE OF A WALK, AND 1 FOOT HIGHER THAN THE ROAD.
 GA0978'A STANDARD DISK, STAMPED J 100 1935 AND SET IN THE TOP OF A CONCRETE
 GA0978'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0210 ***********************************************************************
 GA0210  DESIGNATION -  J 101 RESET
 GA0210  PID         -  GA0210
 GA0210  STATE/COUNTY-  TN/SULLIVAN
 GA0210  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0210
 GA0210                         *CURRENT SURVEY CONTROL
 GA0210  ___________________________________________________________________
 GA0210* NAD 83(1986)-  36 32 05.     (N)    082 19 12.     (W)     SCALED    
 GA0210* NAVD 88     -       486.38   (+/-2cm)    1595.7    (feet)  VERTCON   
 GA0210  ___________________________________________________________________
 GA0210  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0210
 GA0210  VERT ORDER  -  THIRD (See Below)
 GA0210
 GA0210.The horizontal coordinates were scaled from a topographic map and have
 GA0210.an estimated accuracy of +/- 6 seconds.
 GA0210
 GA0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0210.The vertical order pertains to the NGVD 29 superseded value.
 GA0210
 GA0210.The geoid height was determined by GEOID03.
 GA0210
 GA0210;                    North         East    Units  Estimated Accuracy
 GA0210;SPC TN       -   250,440.      929,480.      MT  (+/- 180 meters Scaled)
 GA0210
 GA0210                          SUPERSEDED SURVEY CONTROL
 GA0210
 GA0210  NGVD 29 (??/??/??)  486.53   (m)         1596.2    (f) RESET       3  
 GA0210
 GA0210.Superseded values are not recommended for survey control.
 GA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0210.See file dsdata.txt to determine how the superseded data were derived.
 GA0210
 GA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA818440(NAD 83)
 GA0210_MARKER: DD = SURVEY DISK
 GA0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0210_STAMPING: J 101 RESET 1963
 GA0210_MARK LOGO: TNHD  
 GA0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0210+STABILITY: SURFACE MOTION
 GA0210
 GA0210  HISTORY     - Date     Condition        Report By
 GA0210  HISTORY     - 1963     MONUMENTED       TNHD
 GA0210
 GA0210                          STATION DESCRIPTION
 GA0210
 GA0210'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA0210'0.4 MI E FROM BLOUNTVILLE.
 GA0210'0.4 MILE EAST ALONG OLD U.S. HIGHWAY 11W FROM THE COURTHOUSE AT
 GA0210'BLOUNTVILLE, SULLIVAN COUNTY, AT THE JUNCTION OF STATE HIGHWAY 37,
 GA0210'125 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 37, 23 1/2 FEET
 GA0210'SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 11W, AND LEVEL WITH
 GA0210'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0209 ***********************************************************************
 GA0209  DESIGNATION -  J 101 RESET MARCH
 GA0209  PID         -  GA0209
 GA0209  STATE/COUNTY-  TN/SULLIVAN
 GA0209  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0209
 GA0209                         *CURRENT SURVEY CONTROL
 GA0209  ___________________________________________________________________
 GA0209* NAD 83(1986)-  36 32 05.     (N)    082 19 12.     (W)     SCALED    
 GA0209* NAVD 88     -       486.39   (+/-2cm)    1595.8    (feet)  VERTCON   
 GA0209  ___________________________________________________________________
 GA0209  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0209
 GA0209  VERT ORDER  -  THIRD (See Below)
 GA0209
 GA0209.The horizontal coordinates were scaled from a topographic map and have
 GA0209.an estimated accuracy of +/- 6 seconds.
 GA0209
 GA0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0209.The vertical order pertains to the NGVD 29 superseded value.
 GA0209
 GA0209.The geoid height was determined by GEOID03.
 GA0209
 GA0209;                    North         East    Units  Estimated Accuracy
 GA0209;SPC TN       -   250,440.      929,480.      MT  (+/- 180 meters Scaled)
 GA0209
 GA0209                          SUPERSEDED SURVEY CONTROL
 GA0209
 GA0209  NGVD 29 (??/??/??)  486.53   (m)         1596.2    (f) RESET       3  
 GA0209
 GA0209.Superseded values are not recommended for survey control.
 GA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0209.See file dsdata.txt to determine how the superseded data were derived.
 GA0209
 GA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA818440(NAD 83)
 GA0209_MARKER: DD = SURVEY DISK
 GA0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0209_STAMPING: J 101 1935 RESET 1963
 GA0209_MARK LOGO: CGS   
 GA0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0209+STABILITY: SURFACE MOTION
 GA0209
 GA0209  HISTORY     - Date     Condition        Report By
 GA0209  HISTORY     - 1963     MONUMENTED       TNHD
 GA0209
 GA0209                          STATION DESCRIPTION
 GA0209
 GA0209'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA0209'0.4 MI E FROM BLOUNTVILLE.
 GA0209'TO REACH THE MARK FROM THE COURTHOUSE IN BLOUNTVILLE, SULLIVAN
 GA0209'COUNTY, GO EAST ON THE OLD U.S. HIGHWAY 11W FOR 0.4 MILE TO THE
 GA0209'MARK ON THE RIGHT.  THE MARK IS 12 FEET EAST OF THE APPROXIMATE
 GA0209'CENTER OF A PAVED DRIVE, 7 FEET SOUTHWEST OF POWER POLE NO. 106,
 GA0209'1 FOOT NORTH OF A WOODEN FENCE, AND SET IN THE TOP OF A 9-INCH
 GA0209'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  NOTE-- THIS MARK
 GA0209'IS THE ORIGINAL 1935 DISK THAT WAS RESET IN MARCH 1963.  IT SHOULD
 GA0209'NOT BE CONFUSED WITH J 101 RESET 1963 LISTED BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0213 ***********************************************************************
 GA0213  DESIGNATION -  J 101 X
 GA0213  PID         -  GA0213
 GA0213  STATE/COUNTY-  TN/SULLIVAN
 GA0213  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0213
 GA0213                         *CURRENT SURVEY CONTROL
 GA0213  ___________________________________________________________________
 GA0213* NAD 83(1986)-  36 32 43.     (N)    082 18 01.     (W)     SCALED    
 GA0213* NAVD 88     -       485.948  (meters)    1594.31   (feet)  ADJUSTED  
 GA0213  ___________________________________________________________________
 GA0213  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0213  DYNAMIC HT  -         485.499 (meters)    1592.84  (feet)  COMP
 GA0213  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 GA0213
 GA0213  VERT ORDER  -  SECOND    CLASS 0
 GA0213
 GA0213.The horizontal coordinates were scaled from a topographic map and have
 GA0213.an estimated accuracy of +/- 6 seconds.
 GA0213
 GA0213.The orthometric height was determined by differential leveling
 GA0213.and adjusted by the National Geodetic Survey in June 1991..
 GA0213
 GA0213.The geoid height was determined by GEOID03.
 GA0213
 GA0213.The dynamic height is computed by dividing the NAVD 88
 GA0213.geopotential number by the normal gravity value computed on the
 GA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0213.degrees latitude (g = 980.6199 gals.).
 GA0213
 GA0213.The modeled gravity was interpolated from observed gravity values.
 GA0213
 GA0213;                    North         East    Units  Estimated Accuracy
 GA0213;SPC TN       -   251,680.      931,200.      MT  (+/- 180 meters Scaled)
 GA0213
 GA0213                          SUPERSEDED SURVEY CONTROL
 GA0213
 GA0213  NGVD 29 (??/??/92)  486.094  (m)         1594.79   (f) ADJ UNCH    2 0
 GA0213
 GA0213.Superseded values are not recommended for survey control.
 GA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0213.See file dsdata.txt to determine how the superseded data were derived.
 GA0213
 GA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA836452(NAD 83)
 GA0213_MARKER: DB = BENCH MARK DISK
 GA0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0213_STAMPING: J 101 X 1935
 GA0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0213+STABILITY: SURFACE MOTION
 GA0213
 GA0213  HISTORY     - Date     Condition        Report By
 GA0213  HISTORY     - 1935     MONUMENTED       CGS
 GA0213
 GA0213                          STATION DESCRIPTION
 GA0213
 GA0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0213'1.7 MI NE FROM BLOUNTVILLE.
 GA0213'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 W FROM THE COURTHOUSE
 GA0213'AT BLOUNTVILLE, SULLIVAN COUNTY, 123 YARDS SOUTH OF THE CENTERLINE
 GA0213'OF A GRAVEL ROAD LEADING WEST, 28.6 FEET WEST OF THE CENTERLINE
 GA0213'OF THE HIGHWAY, 16.5 FEET NORTH OF A POLE, 1.9 FEET EAST OF A
 GA0213'FENCE LINE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0213'J 101 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0184 ***********************************************************************
 GA0184  DESIGNATION -  J 103
 GA0184  PID         -  GA0184
 GA0184  STATE/COUNTY-  TN/SULLIVAN
 GA0184  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0184
 GA0184                         *CURRENT SURVEY CONTROL
 GA0184  ___________________________________________________________________
 GA0184* NAD 83(1986)-  36 30 44.     (N)    082 04 35.     (W)     SCALED    
 GA0184* NAVD 88     -       470.125  (meters)    1542.40   (feet)  ADJUSTED  
 GA0184  ___________________________________________________________________
 GA0184  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0184  DYNAMIC HT  -         469.686 (meters)    1540.96  (feet)  COMP
 GA0184  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 GA0184
 GA0184  VERT ORDER  -  SECOND    CLASS 0
 GA0184
 GA0184.The horizontal coordinates were scaled from a topographic map and have
 GA0184.an estimated accuracy of +/- 6 seconds.
 GA0184
 GA0184.The orthometric height was determined by differential leveling
 GA0184.and adjusted by the National Geodetic Survey in June 1991..
 GA0184
 GA0184.The geoid height was determined by GEOID03.
 GA0184
 GA0184.The dynamic height is computed by dividing the NAVD 88
 GA0184.geopotential number by the normal gravity value computed on the
 GA0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0184.degrees latitude (g = 980.6199 gals.).
 GA0184
 GA0184.The modeled gravity was interpolated from observed gravity values.
 GA0184
 GA0184;                    North         East    Units  Estimated Accuracy
 GA0184;SPC TN       -   248,800.      951,380.      MT  (+/- 180 meters Scaled)
 GA0184
 GA0184                          SUPERSEDED SURVEY CONTROL
 GA0184
 GA0184  NGVD 29 (??/??/92)  470.242  (m)         1542.79   (f) ADJ UNCH    2 0
 GA0184
 GA0184.Superseded values are not recommended for survey control.
 GA0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0184.See file dsdata.txt to determine how the superseded data were derived.
 GA0184
 GA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA036413(NAD 83)
 GA0184_MARKER: DB = BENCH MARK DISK
 GA0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0184_SP_SET: BRIDGE
 GA0184_STAMPING: J 103 1935
 GA0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0184
 GA0184  HISTORY     - Date     Condition        Report By
 GA0184  HISTORY     - 1935     MONUMENTED       CGS
 GA0184
 GA0184                          STATION DESCRIPTION
 GA0184
 GA0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0184'0.5 MI S FROM BIG CREEK.
 GA0184'0.5 MILE SOUTH ALONG THE BIG CREEK ROAD FROM THE JUNCTION OF
 GA0184'THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 1/2 MILE SOUTH OF
 GA0184'SOUTH FORK HOLSTON RIVER, 34 YARDS NORTHEAST OF THE H.C. DUNCAN
 GA0184'RESIDENCE, AT A STONE BRIDGE OVER A CREEK, 13.2 FEET NORTHWEST OF
 GA0184'THE NORTH KEYSTONE OF THE BRIDGE, 11.4 FEET NORTH OF THE NORTHWEST
 GA0184'CORNER, IN THE TOP OF A LARGE BOULDER, 7.4 FEET WEST OF THE HIGHEST
 GA0184'POINT, AND 3-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 GA0184'STAMPED J 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0984 ***********************************************************************
 FZ0984  DESIGNATION -  J 104
 FZ0984  PID         -  FZ0984
 FZ0984  STATE/COUNTY-  TN/JOHNSON
 FZ0984  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0984
 FZ0984                         *CURRENT SURVEY CONTROL
 FZ0984  ___________________________________________________________________
 FZ0984* NAD 83(1986)-  36 23 37.     (N)    081 51 47.     (W)     SCALED    
 FZ0984* NAVD 88     -       659.891  (meters)    2164.99   (feet)  ADJUSTED  
 FZ0984  ___________________________________________________________________
 FZ0984  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 FZ0984  DYNAMIC HT  -         659.227 (meters)    2162.81  (feet)  COMP
 FZ0984  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 FZ0984
 FZ0984  VERT ORDER  -  SECOND    CLASS 0
 FZ0984
 FZ0984.The horizontal coordinates were scaled from a topographic map and have
 FZ0984.an estimated accuracy of +/- 6 seconds.
 FZ0984
 FZ0984.The orthometric height was determined by differential leveling
 FZ0984.and adjusted by the National Geodetic Survey in June 1991..
 FZ0984
 FZ0984.The geoid height was determined by GEOID03.
 FZ0984
 FZ0984.The dynamic height is computed by dividing the NAVD 88
 FZ0984.geopotential number by the normal gravity value computed on the
 FZ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0984.degrees latitude (g = 980.6199 gals.).
 FZ0984
 FZ0984.The modeled gravity was interpolated from observed gravity values.
 FZ0984
 FZ0984;                    North         East    Units  Estimated Accuracy
 FZ0984;SPC TN       -   236,430.      971,030.      MT  (+/- 180 meters Scaled)
 FZ0984
 FZ0984                          SUPERSEDED SURVEY CONTROL
 FZ0984
 FZ0984  NGVD 29 (??/??/92)  659.966  (m)         2165.24   (f) ADJ UNCH    2 0
 FZ0984
 FZ0984.Superseded values are not recommended for survey control.
 FZ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0984.See file dsdata.txt to determine how the superseded data were derived.
 FZ0984
 FZ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA226279(NAD 83)
 FZ0984_MARKER: DB = BENCH MARK DISK
 FZ0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0984_STAMPING: J 104 1935
 FZ0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0984+STABILITY: SURFACE MOTION
 FZ0984
 FZ0984  HISTORY     - Date     Condition        Report By
 FZ0984  HISTORY     - 1935     MONUMENTED       CGS
 FZ0984
 FZ0984                          STATION DESCRIPTION
 FZ0984
 FZ0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0984'AT NEVA.
 FZ0984'AT NEVA, JOHNSON COUNTY, ON THE SOUTHERN RAILWAY, 34 YARDS
 FZ0984'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 45 FEET
 FZ0984'WEST OF BRIDGE 120.9, AT A ROAD CROSSING, 26 FEET SOUTHWEST
 FZ0984'OF THE CENTERLINE OF THE ROAD, 11.7 FEET NORTHWEST OF THE
 FZ0984'NORTHWEST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 FZ0984'STAMPED J 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0498 ***********************************************************************
 GA0498  DESIGNATION -  J 105
 GA0498  PID         -  GA0498
 GA0498  STATE/COUNTY-  TN/SULLIVAN
 GA0498  USGS QUAD   -  KEENBURG (1960)
 GA0498
 GA0498                         *CURRENT SURVEY CONTROL
 GA0498  ___________________________________________________________________
 GA0498* NAD 83(1986)-  36 28 48.     (N)    082 11 14.     (W)     SCALED    
 GA0498* NAVD 88     -       451.140  (meters)    1480.12   (feet)  ADJUSTED  
 GA0498  ___________________________________________________________________
 GA0498  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0498  DYNAMIC HT  -         450.725 (meters)    1478.75  (feet)  COMP
 GA0498  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 GA0498
 GA0498  VERT ORDER  -  SECOND    CLASS 0
 GA0498
 GA0498.The horizontal coordinates were scaled from a topographic map and have
 GA0498.an estimated accuracy of +/- 6 seconds.
 GA0498
 GA0498.The orthometric height was determined by differential leveling
 GA0498.and adjusted by the National Geodetic Survey in June 1991..
 GA0498
 GA0498.The geoid height was determined by GEOID03.
 GA0498
 GA0498.The dynamic height is computed by dividing the NAVD 88
 GA0498.geopotential number by the normal gravity value computed on the
 GA0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0498.degrees latitude (g = 980.6199 gals.).
 GA0498
 GA0498.The modeled gravity was interpolated from observed gravity values.
 GA0498
 GA0498;                    North         East    Units  Estimated Accuracy
 GA0498;SPC TN       -   244,830.      941,600.      MT  (+/- 180 meters Scaled)
 GA0498
 GA0498                          SUPERSEDED SURVEY CONTROL
 GA0498
 GA0498  NGVD 29 (??/??/92)  451.278  (m)         1480.57   (f) ADJ UNCH    2 0
 GA0498
 GA0498.Superseded values are not recommended for survey control.
 GA0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0498.See file dsdata.txt to determine how the superseded data were derived.
 GA0498
 GA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA936378(NAD 83)
 GA0498_MARKER: DB = BENCH MARK DISK
 GA0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0498_STAMPING: J 105 1935
 GA0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0498+STABILITY: SURFACE MOTION
 GA0498
 GA0498  HISTORY     - Date     Condition        Report By
 GA0498  HISTORY     - 1935     MONUMENTED       CGS
 GA0498  HISTORY     - 1960     GOOD             TVA
 GA0498
 GA0498                          STATION DESCRIPTION
 GA0498
 GA0498'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0498'AT CEDAR GROVE.
 GA0498'AT CEDAR GROVE, SULLIVAN COUNTY, ON THE BEIDLEMAN MILL ROAD, 16
 GA0498'YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE OVER POSSUM
 GA0498'CREEK, AT THE W. WEBB RESIDENCE, 12 YARDS NORTHWEST OF THE
 GA0498'NORTHWEST CORNER OF THE HOUSE, AT THE NORTHWEST CORNER OF THE
 GA0498'LAWN, 6 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 GA0498'SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED J 105 1935 AND
 GA0498'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0788 ***********************************************************************
 GA0788  DESIGNATION -  J 106
 GA0788  PID         -  GA0788
 GA0788  STATE/COUNTY-  TN/GREENE
 GA0788  USGS QUAD   -  MOSHEIM (1971)
 GA0788
 GA0788                         *CURRENT SURVEY CONTROL
 GA0788  ___________________________________________________________________
 GA0788* NAD 83(1986)-  36 14 21.     (N)    082 54 16.     (W)     SCALED    
 GA0788* NAVD 88     -       369.895  (meters)    1213.56   (feet)  ADJUSTED  
 GA0788  ___________________________________________________________________
 GA0788  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0788  DYNAMIC HT  -         369.550 (meters)    1212.43  (feet)  COMP
 GA0788  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 GA0788
 GA0788  VERT ORDER  -  SECOND    CLASS 0
 GA0788
 GA0788.The horizontal coordinates were scaled from a topographic map and have
 GA0788.an estimated accuracy of +/- 6 seconds.
 GA0788
 GA0788.The orthometric height was determined by differential leveling
 GA0788.and adjusted by the National Geodetic Survey in June 1991..
 GA0788
 GA0788.The geoid height was determined by GEOID03.
 GA0788
 GA0788.The dynamic height is computed by dividing the NAVD 88
 GA0788.geopotential number by the normal gravity value computed on the
 GA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0788.degrees latitude (g = 980.6199 gals.).
 GA0788
 GA0788.The modeled gravity was interpolated from observed gravity values.
 GA0788
 GA0788;                    North         East    Units  Estimated Accuracy
 GA0788;SPC TN       -   215,850.      878,210.      MT  (+/- 180 meters Scaled)
 GA0788
 GA0788                          SUPERSEDED SURVEY CONTROL
 GA0788
 GA0788  NGVD 29 (??/??/92)  370.035  (m)         1214.02   (f) ADJ UNCH    2 0
 GA0788
 GA0788.Superseded values are not recommended for survey control.
 GA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0788.See file dsdata.txt to determine how the superseded data were derived.
 GA0788
 GA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA288121(NAD 83)
 GA0788_MARKER: DB = BENCH MARK DISK
 GA0788_SETTING: 66 = SET IN ROCK OUTCROP
 GA0788_SP_SET: ROCK OUTCROP
 GA0788_STAMPING: J 106 1935
 GA0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0788+STABILITY: POSITION/ELEVATION WELL
 GA0788
 GA0788  HISTORY     - Date     Condition        Report By
 GA0788  HISTORY     - 1935     MONUMENTED       CGS
 GA0788  HISTORY     - 1950     GOOD             TVA
 GA0788
 GA0788                          STATION DESCRIPTION
 GA0788
 GA0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0788'7.8 MI NW FROM GREENEVILLE.
 GA0788'7.8 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA0788'AT GREENEVILLE, GREENE COUNTY, 100 YARDS SOUTHWEST OF A SHACK,
 GA0788'45 YARDS SOUTHWEST OF AN ABANDONED QUARRY, 16 YARDS SOUTHWEST OF
 GA0788'THE CENTERLINE OF THE HIGHWAY, 9 YARDS SOUTHWEST OF A WIRE FENCE
 GA0788'LINE, 4 YARDS EAST OF A 14-INCH MULBERRY TREE, IN THE TOP OF A
 GA0788'ROCK OUTCROP, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0788'STAMPED J 106 1935.
 GA0788
 GA0788                          STATION RECOVERY (1950)
 GA0788
 GA0788'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0898 ***********************************************************************
 GA0898  DESIGNATION -  J 107
 GA0898  PID         -  GA0898
 GA0898  STATE/COUNTY-  TN/HAWKINS
 GA0898  USGS QUAD   -  STONY POINT (1971)
 GA0898
 GA0898                         *CURRENT SURVEY CONTROL
 GA0898  ___________________________________________________________________
 GA0898* NAD 83(1986)-  36 23 25.     (N)    082 48 11.     (W)     SCALED    
 GA0898* NAVD 88     -       390.307  (meters)    1280.53   (feet)  ADJUSTED  
 GA0898  ___________________________________________________________________
 GA0898  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0898  DYNAMIC HT  -         389.950 (meters)    1279.36  (feet)  COMP
 GA0898  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 GA0898
 GA0898  VERT ORDER  -  SECOND    CLASS 0
 GA0898
 GA0898.The horizontal coordinates were scaled from a topographic map and have
 GA0898.an estimated accuracy of +/- 6 seconds.
 GA0898
 GA0898.The orthometric height was determined by differential leveling
 GA0898.and adjusted by the National Geodetic Survey in June 1991..
 GA0898
 GA0898.The geoid height was determined by GEOID03.
 GA0898
 GA0898.The dynamic height is computed by dividing the NAVD 88
 GA0898.geopotential number by the normal gravity value computed on the
 GA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0898.degrees latitude (g = 980.6199 gals.).
 GA0898
 GA0898.The modeled gravity was interpolated from observed gravity values.
 GA0898
 GA0898;                    North         East    Units  Estimated Accuracy
 GA0898;SPC TN       -   232,910.      886,770.      MT  (+/- 180 meters Scaled)
 GA0898
 GA0898                          SUPERSEDED SURVEY CONTROL
 GA0898
 GA0898  NGVD 29 (??/??/92)  390.451  (m)         1281.00   (f) ADJ UNCH    2 0
 GA0898
 GA0898.Superseded values are not recommended for survey control.
 GA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0898.See file dsdata.txt to determine how the superseded data were derived.
 GA0898
 GA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA382287(NAD 83)
 GA0898_MARKER: DB = BENCH MARK DISK
 GA0898_SETTING: 66 = SET IN ROCK OUTCROP
 GA0898_SP_SET: ROCK OUTCROP
 GA0898_STAMPING: J 107 1935
 GA0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0898+STABILITY: POSITION/ELEVATION WELL
 GA0898
 GA0898  HISTORY     - Date     Condition        Report By
 GA0898  HISTORY     - 1935     MONUMENTED       CGS
 GA0898  HISTORY     - 1955     GOOD             NGS
 GA0898
 GA0898                          STATION DESCRIPTION
 GA0898
 GA0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0898'AT VAN HILL.
 GA0898'AT VAN HILL, HAWKINS COUNTY, ON THE CHIMNEY TOP ROAD, AT THE
 GA0898'SCHOOL, 25 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING,
 GA0898'65 YARDS NORTH OF THE CENTERLINE OF THE ROAD, 3-1/2 FEET NORTHEAST
 GA0898'OF A 6-INCH PINE TREE, IN THE TOP OF A ROCK OUTCROP, AND 25 FEET
 GA0898'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED J 107 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0541 ***********************************************************************
 GA0541  DESIGNATION -  J 108
 GA0541  PID         -  GA0541
 GA0541  STATE/COUNTY-  TN/WASHINGTON
 GA0541  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0541
 GA0541                         *CURRENT SURVEY CONTROL
 GA0541  ___________________________________________________________________
 GA0541* NAD 83(1986)-  36 22 59.     (N)    082 30 05.     (W)     SCALED    
 GA0541* NAVD 88     -       506.386  (meters)    1661.37   (feet)  ADJUSTED  
 GA0541  ___________________________________________________________________
 GA0541  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA0541  DYNAMIC HT  -         505.910 (meters)    1659.81  (feet)  COMP
 GA0541  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 GA0541
 GA0541  VERT ORDER  -  SECOND    CLASS 0
 GA0541
 GA0541.The horizontal coordinates were scaled from a topographic map and have
 GA0541.an estimated accuracy of +/- 6 seconds.
 GA0541
 GA0541.The orthometric height was determined by differential leveling
 GA0541.and adjusted by the National Geodetic Survey in June 1991..
 GA0541
 GA0541.The geoid height was determined by GEOID03.
 GA0541
 GA0541.The dynamic height is computed by dividing the NAVD 88
 GA0541.geopotential number by the normal gravity value computed on the
 GA0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0541.degrees latitude (g = 980.6199 gals.).
 GA0541
 GA0541.The modeled gravity was interpolated from observed gravity values.
 GA0541
 GA0541;                    North         East    Units  Estimated Accuracy
 GA0541;SPC TN       -   233,030.      913,850.      MT  (+/- 180 meters Scaled)
 GA0541
 GA0541                          SUPERSEDED SURVEY CONTROL
 GA0541
 GA0541  NGVD 29 (??/??/92)  506.528  (m)         1661.83   (f) ADJ UNCH    2 0
 GA0541
 GA0541.Superseded values are not recommended for survey control.
 GA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0541.See file dsdata.txt to determine how the superseded data were derived.
 GA0541
 GA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA653274(NAD 83)
 GA0541_MARKER: DB = BENCH MARK DISK
 GA0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0541_STAMPING: J 108 1935
 GA0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0541+STABILITY: SURFACE MOTION
 GA0541
 GA0541  HISTORY     - Date     Condition        Report By
 GA0541  HISTORY     - 1935     MONUMENTED       CGS
 GA0541
 GA0541                          STATION DESCRIPTION
 GA0541
 GA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0541'6.7 MI W FROM BOONE.
 GA0541'6.7 MILES WEST ALONG A COUNTY ROAD AND COUNTY HIGHWAY 508 FROM
 GA0541'THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT BOONE,
 GA0541'WASHINGTON COUNTY, AT THE FULLER BIRD RESIDENCE, 22 FEET NORTHWEST
 GA0541'OF THE CENTERLINE OF THE HIGHWAY, 41 FEET SOUTH OF THE SOUTH
 GA0541'CORNER OF THE HOUSE, 11 FEET WEST OF AN 8-INCH MAPLE TREE, 1 FOOT
 GA0541'NORTHEAST OF A WIRE FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.
 GA0541'A STANDARD DISK, STAMPED J 108 1935 AND SET IN THE TOP OF A
 GA0541'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0507 ***********************************************************************
 GA0507  DESIGNATION -  J 109
 GA0507  PID         -  GA0507
 GA0507  STATE/COUNTY-  TN/SULLIVAN
 GA0507  USGS QUAD   -  BOONE DAM (1968)
 GA0507
 GA0507                         *CURRENT SURVEY CONTROL
 GA0507  ___________________________________________________________________
 GA0507* NAD 83(1986)-  36 27 37.     (N)    082 28 15.     (W)     SCALED    
 GA0507* NAVD 88     -       423.987  (meters)    1391.03   (feet)  ADJUSTED  
 GA0507  ___________________________________________________________________
 GA0507  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0507  DYNAMIC HT  -         423.592 (meters)    1389.73  (feet)  COMP
 GA0507  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA0507
 GA0507  VERT ORDER  -  SECOND    CLASS 0
 GA0507
 GA0507.The horizontal coordinates were scaled from a topographic map and have
 GA0507.an estimated accuracy of +/- 6 seconds.
 GA0507
 GA0507.The orthometric height was determined by differential leveling
 GA0507.and adjusted by the National Geodetic Survey in June 1991..
 GA0507
 GA0507.The geoid height was determined by GEOID03.
 GA0507
 GA0507.The dynamic height is computed by dividing the NAVD 88
 GA0507.geopotential number by the normal gravity value computed on the
 GA0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0507.degrees latitude (g = 980.6199 gals.).
 GA0507
 GA0507.The modeled gravity was interpolated from observed gravity values.
 GA0507
 GA0507;                    North         East    Units  Estimated Accuracy
 GA0507;SPC TN       -   241,690.      916,280.      MT  (+/- 180 meters Scaled)
 GA0507
 GA0507                          SUPERSEDED SURVEY CONTROL
 GA0507
 GA0507  NGVD 29 (??/??/92)  424.125  (m)         1391.48   (f) ADJ UNCH    2 0
 GA0507
 GA0507.Superseded values are not recommended for survey control.
 GA0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0507.See file dsdata.txt to determine how the superseded data were derived.
 GA0507
 GA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA682360(NAD 83)
 GA0507_MARKER: DB = BENCH MARK DISK
 GA0507_SETTING: 66 = SET IN ROCK OUTCROP
 GA0507_SP_SET: SET IN ROCK OUTCROP
 GA0507_STAMPING: J 109 1935
 GA0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0507+STABILITY: POSITION/ELEVATION WELL
 GA0507
 GA0507  HISTORY     - Date     Condition        Report By
 GA0507  HISTORY     - 1935     MONUMENTED       CGS
 GA0507
 GA0507                          STATION DESCRIPTION
 GA0507
 GA0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0507'4.8 MI SW FROM HOLSTON.
 GA0507'4.8 MILES SOUTHWEST ALONG THE OLD BRISTOL ROAD FROM THE POST
 GA0507'OFFICE AT HOLSTON, SULLIVAN COUNTY, 0.6 MILE WEST OF THE HOLSTON
 GA0507'RIVER BRIDGE, 50 YARDS SOUTH OF THE CENTERLINE OF THE ROAD,
 GA0507'IN THE TOP OF A ROCK OUTCROP, AND 8 FEET HIGHER THAN THE ROAD.
 GA0507'A STANDARD DISK, STAMPED J 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1657 ***********************************************************************
 FB1657  DESIGNATION -  J 11
 FB1657  PID         -  FB1657
 FB1657  STATE/COUNTY-  TN/BLOUNT
 FB1657  USGS QUAD   -  TAPOCO (1978)
 FB1657
 FB1657                         *CURRENT SURVEY CONTROL
 FB1657  ___________________________________________________________________
 FB1657* NAD 83(1986)-  35 29 30.     (N)    083 55 47.     (W)     SCALED    
 FB1657* NAVD 88     -       503.415  (meters)    1651.62   (feet)  ADJUSTED  
 FB1657  ___________________________________________________________________
 FB1657  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FB1657  DYNAMIC HT  -         502.924 (meters)    1650.01  (feet)  COMP
 FB1657  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 FB1657
 FB1657  VERT ORDER  -  FIRST     CLASS II
 FB1657
 FB1657.The horizontal coordinates were scaled from a topographic map and have
 FB1657.an estimated accuracy of +/- 6 seconds.
 FB1657
 FB1657.The orthometric height was determined by differential leveling
 FB1657.and adjusted by the National Geodetic Survey in June 1991..
 FB1657
 FB1657.The geoid height was determined by GEOID03.
 FB1657
 FB1657.The dynamic height is computed by dividing the NAVD 88
 FB1657.geopotential number by the normal gravity value computed on the
 FB1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1657.degrees latitude (g = 980.6199 gals.).
 FB1657
 FB1657.The modeled gravity was interpolated from observed gravity values.
 FB1657
 FB1657;                    North         East    Units  Estimated Accuracy
 FB1657;SPC TN       -   130,500.      787,830.      MT  (+/- 180 meters Scaled)
 FB1657
 FB1657                          SUPERSEDED SURVEY CONTROL
 FB1657
 FB1657  NGVD 29 (??/??/92)  503.524  (m)         1651.98   (f) ADJ UNCH    1 2
 FB1657
 FB1657.Superseded values are not recommended for survey control.
 FB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1657.See file dsdata.txt to determine how the superseded data were derived.
 FB1657
 FB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV342315(NAD 83)
 FB1657_MARKER: DB = BENCH MARK DISK
 FB1657_SETTING: 80 = SET IN A BOULDER
 FB1657_SP_SET: BOULDER
 FB1657_STAMPING: J 11 1932
 FB1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1657+STABILITY: SURFACE MOTION
 FB1657
 FB1657  HISTORY     - Date     Condition        Report By
 FB1657  HISTORY     - 1932     MONUMENTED       CGS
 FB1657  HISTORY     - 1952     MARK NOT FOUND   NGS
 FB1657
 FB1657                          STATION DESCRIPTION
 FB1657
 FB1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FB1657'8.2 MI E FROM CALDERWOOD.
 FB1657'ON TENNESSEE STATE HIGHWAY NO. 72, IN LARGE EMBEDDED BOULDER
 FB1657'ABOUT 80 FEET WEST OF SHARP CURVE, 15 FEET NORTH OF CENTER OF
 FB1657'ROAD, AND ABOUT ONE FOOT BELOW LEVEL OF ROAD.
 FB1657
 FB1657                          STATION RECOVERY (1952)
 FB1657
 FB1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FB1657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0185 ***********************************************************************
 GA0185  DESIGNATION -  J 110
 GA0185  PID         -  GA0185
 GA0185  STATE/COUNTY-  TN/SULLIVAN
 GA0185  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0185
 GA0185                         *CURRENT SURVEY CONTROL
 GA0185  ___________________________________________________________________
 GA0185* NAD 83(1986)-  36 31 35.     (N)    082 04 26.     (W)     SCALED    
 GA0185* NAVD 88     -       473.057  (meters)    1552.02   (feet)  ADJUSTED  
 GA0185  ___________________________________________________________________
 GA0185  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0185  DYNAMIC HT  -         472.617 (meters)    1550.58  (feet)  COMP
 GA0185  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA0185
 GA0185  VERT ORDER  -  SECOND    CLASS 0
 GA0185
 GA0185.The horizontal coordinates were scaled from a topographic map and have
 GA0185.an estimated accuracy of +/- 6 seconds.
 GA0185
 GA0185.The orthometric height was determined by differential leveling
 GA0185.and adjusted by the National Geodetic Survey in June 1991..
 GA0185
 GA0185.The geoid height was determined by GEOID03.
 GA0185
 GA0185.The dynamic height is computed by dividing the NAVD 88
 GA0185.geopotential number by the normal gravity value computed on the
 GA0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0185.degrees latitude (g = 980.6199 gals.).
 GA0185
 GA0185.The modeled gravity was interpolated from observed gravity values.
 GA0185
 GA0185;                    North         East    Units  Estimated Accuracy
 GA0185;SPC TN       -   250,380.      951,540.      MT  (+/- 180 meters Scaled)
 GA0185
 GA0185                          SUPERSEDED SURVEY CONTROL
 GA0185
 GA0185  NGVD 29 (??/??/92)  473.174  (m)         1552.40   (f) ADJ UNCH    2 0
 GA0185
 GA0185.Superseded values are not recommended for survey control.
 GA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0185.See file dsdata.txt to determine how the superseded data were derived.
 GA0185
 GA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA038428(NAD 83)
 GA0185_MARKER: DB = BENCH MARK DISK
 GA0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0185_STAMPING: J 110 1935
 GA0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0185+STABILITY: SURFACE MOTION
 GA0185
 GA0185  HISTORY     - Date     Condition        Report By
 GA0185  HISTORY     - 1935     MONUMENTED       CGS
 GA0185
 GA0185                          STATION DESCRIPTION
 GA0185
 GA0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0185'0.7 MI NE FROM BIG CREEK.
 GA0185'0.7 MILE NORTHEAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION
 GA0185'OF THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, AT THE B.C.
 GA0185'BOLLING RESIDENCE, 35.8 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 GA0185'THE HOUSE, 16 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.8 FEET
 GA0185'WEST OF A FENCE LINE, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 GA0185'DISK, STAMPED J 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1022 ***********************************************************************
 FZ1022  DESIGNATION -  J 111
 FZ1022  PID         -  FZ1022
 FZ1022  STATE/COUNTY-  TN/JOHNSON
 FZ1022  USGS QUAD   -  ELK MILLS (1994)
 FZ1022
 FZ1022                         *CURRENT SURVEY CONTROL
 FZ1022  ___________________________________________________________________
 FZ1022* NAD 83(1986)-  36 19 10.     (N)    081 56 47.     (W)     SCALED    
 FZ1022* NAVD 88     -       587.202  (meters)    1926.51   (feet)  ADJUSTED  
 FZ1022  ___________________________________________________________________
 FZ1022  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ1022  DYNAMIC HT  -         586.603 (meters)    1924.55  (feet)  COMP
 FZ1022  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 FZ1022
 FZ1022  VERT ORDER  -  SECOND    CLASS 0
 FZ1022
 FZ1022.The horizontal coordinates were scaled from a topographic map and have
 FZ1022.an estimated accuracy of +/- 6 seconds.
 FZ1022
 FZ1022.The orthometric height was determined by differential leveling
 FZ1022.and adjusted by the National Geodetic Survey in June 1991..
 FZ1022
 FZ1022.The geoid height was determined by GEOID03.
 FZ1022
 FZ1022.The dynamic height is computed by dividing the NAVD 88
 FZ1022.geopotential number by the normal gravity value computed on the
 FZ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1022.degrees latitude (g = 980.6199 gals.).
 FZ1022
 FZ1022.The modeled gravity was interpolated from observed gravity values.
 FZ1022
 FZ1022;                    North         East    Units  Estimated Accuracy
 FZ1022;SPC TN       -   227,900.      963,900.      MT  (+/- 180 meters Scaled)
 FZ1022
 FZ1022                          SUPERSEDED SURVEY CONTROL
 FZ1022
 FZ1022  NGVD 29 (??/??/92)  587.318  (m)         1926.89   (f) ADJ UNCH    2 0
 FZ1022
 FZ1022.Superseded values are not recommended for survey control.
 FZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1022.See file dsdata.txt to determine how the superseded data were derived.
 FZ1022
 FZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA150197(NAD 83)
 FZ1022_MARKER: DB = BENCH MARK DISK
 FZ1022_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1022_SP_SET: ROCK OUTCROP
 FZ1022_STAMPING: J 111 1935
 FZ1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1022+STABILITY: POSITION/ELEVATION WELL
 FZ1022
 FZ1022  HISTORY     - Date     Condition        Report By
 FZ1022  HISTORY     - 1935     MONUMENTED       CGS
 FZ1022
 FZ1022                          STATION DESCRIPTION
 FZ1022
 FZ1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1022'0.9 MI NE FROM DUGGER BRIDGE.
 FZ1022'0.9 MILES NORTHEAST ALONG THE DRY HILL ROAD FROM GREGG SCHOOL
 FZ1022'AT DUGGER BRIDGE, JOHNSON COUNTY, 0.4 MILE NORTHEAST OF SUGAR
 FZ1022'GROVE CHURCH AND CEMETERY, IN THE NORTHWEST CORNER OF THE
 FZ1022'JUNCTION OF THE WATAUGA RIVER COUNTY ROAD, 100 FEET NORTHEAST
 FZ1022'OF A 40-INCH WALNUT TREE, 90 FEET NORTH OF THE JUNCTION OF
 FZ1022'LINES OF POLES NEAR A LOG BRIDGE, 90 FEET NORTHWEST OF THE CENTER
 FZ1022'OF THE ROAD JUNCTION, 43 FEET WEST OF THE CENTERLINE OF THE
 FZ1022'NORTH-AND-SOUTH ROAD, 25 FEET NORTHWEST OF A 4-INCH CEDAR TREE
 FZ1022'NEAR A STOCK-WATERING TROUGH, AT THE TOE OF A SLOPE, IN FRONT
 FZ1022'OF A VERTICAL WALL OF ROCK, AND IN A ROCK OUTCROP.  A STANDARD
 FZ1022'DISK, STAMPED J 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0607 ***********************************************************************
 GA0607  DESIGNATION -  J 112
 GA0607  PID         -  GA0607
 GA0607  STATE/COUNTY-  TN/UNICOI
 GA0607  USGS QUAD   -  UNICOI (1978)
 GA0607
 GA0607                         *CURRENT SURVEY CONTROL
 GA0607  ___________________________________________________________________
 GA0607* NAD 83(1986)-  36 11 21.     (N)    082 20 06.     (W)     SCALED    
 GA0607* NAVD 88     -       606.956  (meters)    1991.32   (feet)  ADJUSTED  
 GA0607  ___________________________________________________________________
 GA0607  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA0607  DYNAMIC HT  -         606.343 (meters)    1989.31  (feet)  COMP
 GA0607  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 GA0607
 GA0607  VERT ORDER  -  SECOND    CLASS 0
 GA0607
 GA0607.The horizontal coordinates were scaled from a topographic map and have
 GA0607.an estimated accuracy of +/- 6 seconds.
 GA0607
 GA0607.The orthometric height was determined by differential leveling
 GA0607.and adjusted by the National Geodetic Survey in June 1991..
 GA0607
 GA0607.The geoid height was determined by GEOID03.
 GA0607
 GA0607.The dynamic height is computed by dividing the NAVD 88
 GA0607.geopotential number by the normal gravity value computed on the
 GA0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0607.degrees latitude (g = 980.6199 gals.).
 GA0607
 GA0607.The modeled gravity was interpolated from observed gravity values.
 GA0607
 GA0607;                    North         East    Units  Estimated Accuracy
 GA0607;SPC TN       -   212,080.      929,570.      MT  (+/- 180 meters Scaled)
 GA0607
 GA0607                          SUPERSEDED SURVEY CONTROL
 GA0607
 GA0607  NGVD 29 (??/??/92)  607.050  (m)         1991.63   (f) ADJ UNCH    2 0
 GA0607
 GA0607.Superseded values are not recommended for survey control.
 GA0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0607.See file dsdata.txt to determine how the superseded data were derived.
 GA0607
 GA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA799057(NAD 83)
 GA0607_MARKER: DB = BENCH MARK DISK
 GA0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0607_STAMPING: J 112 1935
 GA0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0607+STABILITY: SURFACE MOTION
 GA0607
 GA0607  HISTORY     - Date     Condition        Report By
 GA0607  HISTORY     - 1935     MONUMENTED       CGS
 GA0607  HISTORY     - 1939     MARK NOT FOUND   TVA
 GA0607
 GA0607                          STATION DESCRIPTION
 GA0607
 GA0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0607'1.1 MI SE FROM UNICOI.
 GA0607'1.1 MILES SOUTHEAST ALONG THE LIMESTONE COVE ROAD FROM THE POST
 GA0607'OFFICE AT UNICOI, UNICOI COUNTY, AT THE ENTRANCE TO CIVILIAN
 GA0607'CONSERVATION CORPS CAMP CORDELL HULL, 35 FEET WEST OF THE ROAD,
 GA0607'29 FEET WEST OF THE CENTERLINE OF THE ENTRANCE TO THE CAMP, 3
 GA0607'FEET WEST OF A FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 GA0607'STAMPED J 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0607
 GA0607                          STATION RECOVERY (1939)
 GA0607
 GA0607'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1939
 GA0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1923 ***********************************************************************
 GA1923  DESIGNATION -  J 114
 GA1923  PID         -  GA1923
 GA1923  STATE/COUNTY-  TN/GREENE
 GA1923  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1923
 GA1923                         *CURRENT SURVEY CONTROL
 GA1923  ___________________________________________________________________
 GA1923* NAD 83(1986)-  36 03 59.     (N)    083 01 28.     (W)     SCALED    
 GA1923* NAVD 88     -       375.227  (meters)    1231.06   (feet)  ADJUSTED  
 GA1923  ___________________________________________________________________
 GA1923  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA1923  DYNAMIC HT  -         374.872 (meters)    1229.89  (feet)  COMP
 GA1923  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 GA1923
 GA1923  VERT ORDER  -  SECOND    CLASS 0
 GA1923
 GA1923.The horizontal coordinates were scaled from a topographic map and have
 GA1923.an estimated accuracy of +/- 6 seconds.
 GA1923
 GA1923.The orthometric height was determined by differential leveling
 GA1923.and adjusted by the National Geodetic Survey in June 1991..
 GA1923
 GA1923.The geoid height was determined by GEOID03.
 GA1923
 GA1923.The dynamic height is computed by dividing the NAVD 88
 GA1923.geopotential number by the normal gravity value computed on the
 GA1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1923.degrees latitude (g = 980.6199 gals.).
 GA1923
 GA1923.The modeled gravity was interpolated from observed gravity values.
 GA1923
 GA1923;                    North         East    Units  Estimated Accuracy
 GA1923;SPC TN       -   196,360.      868,010.      MT  (+/- 180 meters Scaled)
 GA1923
 GA1923                          SUPERSEDED SURVEY CONTROL
 GA1923
 GA1923  NGVD 29 (??/??/92)  375.381  (m)         1231.56   (f) ADJ UNCH    2 0
 GA1923
 GA1923.Superseded values are not recommended for survey control.
 GA1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1923.See file dsdata.txt to determine how the superseded data were derived.
 GA1923
 GA1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV176932(NAD 83)
 GA1923_MARKER: DB = BENCH MARK DISK
 GA1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1923_STAMPING: J 114 1935
 GA1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1923+STABILITY: SURFACE MOTION
 GA1923
 GA1923  HISTORY     - Date     Condition        Report By
 GA1923  HISTORY     - 1935     MONUMENTED       CGS
 GA1923
 GA1923                          STATION DESCRIPTION
 GA1923
 GA1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1923'3.2 MI NW FROM CANEY BRANCH.
 GA1923'3.2 MILES NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA1923'OFFICE AT CANEY BRANCH, 0.1 MILE EAST OF THE JUNCTION OF THREE
 GA1923'DIRT ROADS, IN THE FRONT YARD OF THE HORACE HAWK RESIDENCE, 22
 GA1923'FEET WEST OF THE WEST CORNER OF THE HOUSE, 23 FEET NORTHEAST
 GA1923'OF THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF A 20-INCH APPLE
 GA1923'TREE, 7.5 FEET SOUTHEAST OF A 20 INCH PEAR TREE, 4 FEET NORTHEAST
 GA1923'OF A FENCE CORNER AND 2 FEET LOWER THAN THE ROAD, 4.2 FEET
 GA1923'WEST-SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD DISK STAMPED
 GA1923'J 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0689 ***********************************************************************
 GA0689  DESIGNATION -  J 115
 GA0689  PID         -  GA0689
 GA0689  STATE/COUNTY-  TN/GREENE
 GA0689  USGS QUAD   -  GREYSTONE (1978)
 GA0689
 GA0689                         *CURRENT SURVEY CONTROL
 GA0689  ___________________________________________________________________
 GA0689* NAD 83(1986)-  36 05 51.     (N)    082 44 45.     (W)     SCALED    
 GA0689* NAVD 88     -       436.714  (meters)    1432.79   (feet)  ADJUSTED  
 GA0689  ___________________________________________________________________
 GA0689  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA0689  DYNAMIC HT  -         436.293 (meters)    1431.40  (feet)  COMP
 GA0689  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 GA0689
 GA0689  VERT ORDER  -  SECOND    CLASS 0
 GA0689
 GA0689.The horizontal coordinates were scaled from a topographic map and have
 GA0689.an estimated accuracy of +/- 6 seconds.
 GA0689
 GA0689.The orthometric height was determined by differential leveling
 GA0689.and adjusted by the National Geodetic Survey in June 1991..
 GA0689
 GA0689.The geoid height was determined by GEOID03.
 GA0689
 GA0689.The dynamic height is computed by dividing the NAVD 88
 GA0689.geopotential number by the normal gravity value computed on the
 GA0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0689.degrees latitude (g = 980.6199 gals.).
 GA0689
 GA0689.The modeled gravity was interpolated from observed gravity values.
 GA0689
 GA0689;                    North         East    Units  Estimated Accuracy
 GA0689;SPC TN       -   200,610.      892,980.      MT  (+/- 180 meters Scaled)
 GA0689
 GA0689                          SUPERSEDED SURVEY CONTROL
 GA0689
 GA0689  NGVD 29 (??/??/92)  436.837  (m)         1433.19   (f) ADJ UNCH    2 0
 GA0689
 GA0689.Superseded values are not recommended for survey control.
 GA0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0689.See file dsdata.txt to determine how the superseded data were derived.
 GA0689
 GA0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV428961(NAD 83)
 GA0689_MARKER: DB = BENCH MARK DISK
 GA0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0689_STAMPING: J 115 1935
 GA0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0689+STABILITY: SURFACE MOTION
 GA0689
 GA0689  HISTORY     - Date     Condition        Report By
 GA0689  HISTORY     - 1935     MONUMENTED       CGS
 GA0689  HISTORY     - 1955     GOOD             NGS
 GA0689
 GA0689                          STATION DESCRIPTION
 GA0689
 GA0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0689'3 MI SE FROM JONES BRIDGE.
 GA0689'2.3 MILES SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0689'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE
 GA0689'0.75 MILE NORTHEAST ALONG A PAVED ROAD, 0.2 MILE SOUTHWEST OF
 GA0689'DOBSON SCHOOL, 0.1 MILE NORTHEAST OF A CONCRETE BRIDGE, AT THE
 GA0689'H.A. DOBSON RESIDENCE, 62.7 FEET EAST OF THE SOUTHEAST CORNER OF
 GA0689'THE HOUSE, 41.5 FEET NORTHEAST OF THE CENTERLINE OF THE WALK
 GA0689'LEADING TO THE HOUSE, 25 FEET NORTHWEST OF THE CENTERLINE OF THE
 GA0689'ROAD, 13.4 FEET WEST OF A POLE, 2.5 FEET SOUTH OF A FENCE LINE,
 GA0689'AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED J 115
 GA0689'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 GA0689'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1024 ***********************************************************************
 GA1024  DESIGNATION -  J 117
 GA1024  PID         -  GA1024
 GA1024  STATE/COUNTY-  TN/GREENE
 GA1024  USGS QUAD   -  GREENEVILLE (1961)
 GA1024
 GA1024                         *CURRENT SURVEY CONTROL
 GA1024  ___________________________________________________________________
 GA1024* NAD 83(1986)-  36 08 21.     (N)    082 49 41.     (W)     SCALED    
 GA1024* NAVD 88     -       436.644  (meters)    1432.56   (feet)  ADJUSTED  
 GA1024  ___________________________________________________________________
 GA1024  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA1024  DYNAMIC HT  -         436.228 (meters)    1431.19  (feet)  COMP
 GA1024  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 GA1024
 GA1024  VERT ORDER  -  SECOND    CLASS 0
 GA1024
 GA1024.The horizontal coordinates were scaled from a topographic map and have
 GA1024.an estimated accuracy of +/- 6 seconds.
 GA1024
 GA1024.The orthometric height was determined by differential leveling
 GA1024.and adjusted by the National Geodetic Survey in June 1991..
 GA1024
 GA1024.The geoid height was determined by GEOID03.
 GA1024
 GA1024.The dynamic height is computed by dividing the NAVD 88
 GA1024.geopotential number by the normal gravity value computed on the
 GA1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1024.degrees latitude (g = 980.6199 gals.).
 GA1024
 GA1024.The modeled gravity was interpolated from observed gravity values.
 GA1024
 GA1024;                    North         East    Units  Estimated Accuracy
 GA1024;SPC TN       -   204,980.      885,430.      MT  (+/- 180 meters Scaled)
 GA1024
 GA1024                          SUPERSEDED SURVEY CONTROL
 GA1024
 GA1024  NGVD 29 (??/??/92)  436.766  (m)         1432.96   (f) ADJ UNCH    2 0
 GA1024
 GA1024.Superseded values are not recommended for survey control.
 GA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1024.See file dsdata.txt to determine how the superseded data were derived.
 GA1024
 GA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA355009(NAD 83)
 GA1024_MARKER: DB = BENCH MARK DISK
 GA1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1024_STAMPING: J 117 1935
 GA1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1024+STABILITY: SURFACE MOTION
 GA1024
 GA1024  HISTORY     - Date     Condition        Report By
 GA1024  HISTORY     - 1935     MONUMENTED       CGS
 GA1024  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA1024
 GA1024                          STATION DESCRIPTION
 GA1024
 GA1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1024'2.1 MI S FROM GREENEVILLE.
 GA1024'2.1 MILES SOUTH ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1024'THE COURTHOUSE AT GREENEVILLE, GREENE COUNTY, 360 YARDS NORTHEAST
 GA1024'OF THE NORTHEAST CORNER OF THE BRED HOLT RESIDENCE, 54 YARDS
 GA1024'NORTHEAST OF THE SOUTHEAST END OF A CULVERT, 7 YARDS SOUTHEAST
 GA1024'OF THE CENTERLINE OF THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.
 GA1024'A STANDARD DISK, STAMPED J 117 1935 AND SET IN THE TOP OF A CONCRETE
 GA1024'POST.
 GA1024
 GA1024                          STATION RECOVERY (1961)
 GA1024
 GA1024'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0984 ***********************************************************************
 GA0984  DESIGNATION -  J 118
 GA0984  PID         -  GA0984
 GA0984  STATE/COUNTY-  TN/GREENE
 GA0984  USGS QUAD   -  CEDAR CREEK (1980)
 GA0984
 GA0984                         *CURRENT SURVEY CONTROL
 GA0984  ___________________________________________________________________
 GA0984* NAD 83(1986)-  36 04 45.     (N)    082 57 38.     (W)     SCALED    
 GA0984* NAVD 88     -       367.754  (meters)    1206.54   (feet)  ADJUSTED  
 GA0984  ___________________________________________________________________
 GA0984  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0984  DYNAMIC HT  -         367.404 (meters)    1205.39  (feet)  COMP
 GA0984  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 GA0984
 GA0984  VERT ORDER  -  SECOND    CLASS 0
 GA0984
 GA0984.The horizontal coordinates were scaled from a topographic map and have
 GA0984.an estimated accuracy of +/- 6 seconds.
 GA0984
 GA0984.The orthometric height was determined by differential leveling
 GA0984.and adjusted by the National Geodetic Survey in June 1991..
 GA0984
 GA0984.The geoid height was determined by GEOID03.
 GA0984
 GA0984.The dynamic height is computed by dividing the NAVD 88
 GA0984.geopotential number by the normal gravity value computed on the
 GA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0984.degrees latitude (g = 980.6199 gals.).
 GA0984
 GA0984.The modeled gravity was interpolated from observed gravity values.
 GA0984
 GA0984;                    North         East    Units  Estimated Accuracy
 GA0984;SPC TN       -   197,950.      873,720.      MT  (+/- 180 meters Scaled)
 GA0984
 GA0984                          SUPERSEDED SURVEY CONTROL
 GA0984
 GA0984  NGVD 29 (??/??/92)  367.905  (m)         1207.04   (f) ADJ UNCH    2 0
 GA0984
 GA0984.Superseded values are not recommended for survey control.
 GA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0984.See file dsdata.txt to determine how the superseded data were derived.
 GA0984
 GA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV234945(NAD 83)
 GA0984_MARKER: DB = BENCH MARK DISK
 GA0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0984_STAMPING: J 118 1935
 GA0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0984+STABILITY: SURFACE MOTION
 GA0984
 GA0984  HISTORY     - Date     Condition        Report By
 GA0984  HISTORY     - 1935     MONUMENTED       CGS
 GA0984  HISTORY     - 1950     GOOD             TVA
 GA0984
 GA0984                          STATION DESCRIPTION
 GA0984
 GA0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0984'2.8 MI NE FROM CANEY BRANCH.
 GA0984'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 GA0984'AT CANEY BRANCH, GREENE COUNTY, 0.8 MILE NORTH OF THE NORTH END
 GA0984'OF LOVE BRIDGE OVER NOLICHUCKY RIVER, 106 YARDS SOUTH OF THE
 GA0984'JUNCTION OF A ROAD LEADING SOUTHWEST, 8 YARDS WEST OF THE
 GA0984'CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A BARBED-WIRE FENCE
 GA0984'LINE, AND LEVEL WITH THE HIGHWAY.  357 FEET SOUTHWEST OF THE
 GA0984'CENTERLINE OF THE INTERSECTION OF U.S. HIGHWAY 411 AND ROAD
 GA0984'SOUTHWEST, 134 FEET SOUTHWEST OF POWER POLE 150, 106.6 FEET
 GA0984'NORTHEAST OF POWER POLE 357, 78 FEET NORTH OF THE CENTERLINE
 GA0984'OF COUNTY ROAD AND 29 FEET WEST OF THE CENTERLINE OF U.S.
 GA0984'HIGHWAY 411.  A STANDARD DISK, STAMPED J 118 1935 AND SET IN
 GA0984'THE TOP OF A CONCRETE POST.
 GA0984
 GA0984                          STATION RECOVERY (1950)
 GA0984
 GA0984'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1957 ***********************************************************************
 GA1957  DESIGNATION -  J 119
 GA1957  PID         -  GA1957
 GA1957  STATE/COUNTY-  TN/COCKE
 GA1957  USGS QUAD   -  RANKIN (1980)
 GA1957
 GA1957                         *CURRENT SURVEY CONTROL
 GA1957  ___________________________________________________________________
 GA1957* NAD 83(1986)-  36 06 44.     (N)    083 07 35.     (W)     SCALED    
 GA1957* NAVD 88     -       331.352  (meters)    1087.11   (feet)  ADJUSTED  
 GA1957  ___________________________________________________________________
 GA1957  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA1957  DYNAMIC HT  -         331.043 (meters)    1086.10  (feet)  COMP
 GA1957  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 GA1957
 GA1957  VERT ORDER  -  SECOND    CLASS 0
 GA1957
 GA1957.The horizontal coordinates were scaled from a topographic map and have
 GA1957.an estimated accuracy of +/- 6 seconds.
 GA1957
 GA1957.The orthometric height was determined by differential leveling
 GA1957.and adjusted by the National Geodetic Survey in June 1991..
 GA1957
 GA1957.The geoid height was determined by GEOID03.
 GA1957
 GA1957.The dynamic height is computed by dividing the NAVD 88
 GA1957.geopotential number by the normal gravity value computed on the
 GA1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1957.degrees latitude (g = 980.6199 gals.).
 GA1957
 GA1957.The modeled gravity was interpolated from observed gravity values.
 GA1957
 GA1957;                    North         East    Units  Estimated Accuracy
 GA1957;SPC TN       -   201,170.      858,680.      MT  (+/- 180 meters Scaled)
 GA1957
 GA1957                          SUPERSEDED SURVEY CONTROL
 GA1957
 GA1957  NGVD 29 (??/??/92)  331.503  (m)         1087.61   (f) ADJ UNCH    2 0
 GA1957
 GA1957.Superseded values are not recommended for survey control.
 GA1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1957.See file dsdata.txt to determine how the superseded data were derived.
 GA1957
 GA1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV086984(NAD 83)
 GA1957_MARKER: DB = BENCH MARK DISK
 GA1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1957_STAMPING: J 119 1935
 GA1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1957+STABILITY: SURFACE MOTION
 GA1957
 GA1957  HISTORY     - Date     Condition        Report By
 GA1957  HISTORY     - 1935     MONUMENTED       CGS
 GA1957  HISTORY     - 1971     MARK NOT FOUND   TNDT
 GA1957
 GA1957                          STATION DESCRIPTION
 GA1957
 GA1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1957'6 MI NE FROM RANKIN.
 GA1957'6.0 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT RANKIN,
 GA1957'THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY 25 E, THENCE 2-1/2
 GA1957'MILES EAST ALONG THE BIRD HILL ROAD, 0.65 MILE NORTHWEST OF
 GA1957'CONWAY BRIDGE, 0.3 MILE NORTHEAST OF BRIAR THICKET CHURCH, 0.25
 GA1957'MILE SOUTHWEST OF Y ROAD JUNCTION, 45 FEET NORTH OF NORTH
 GA1957'SIDE OF GARAGE OF FLOYD MOORE, 66 FEET SOUTH-SOUTHWEST OF
 GA1957'SOUTHWEST CORNER OF MILK HOUSE, 21 FEET NORTH OF THE CENTERLINE
 GA1957'OF A WALK TO MOORE RESIDENCE, 20 FEET EAST OF CENTERLINE OF
 GA1957'ROAD, 3 FEET NORTHWEST OF A HEDGE.  A STANDARD DISK, STAMPED
 GA1957'J 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1957
 GA1957                          STATION RECOVERY (1971)
 GA1957
 GA1957'RECOVERY NOTE BY TN DEPT OF TRANSP 1971
 GA1957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1112 ***********************************************************************
 FB1112  DESIGNATION -  J 121
 FB1112  PID         -  FB1112
 FB1112  STATE/COUNTY-  TN/COCKE
 FB1112  USGS QUAD   -  PAINT ROCK (1991)
 FB1112
 FB1112                         *CURRENT SURVEY CONTROL
 FB1112  ___________________________________________________________________
 FB1112* NAD 83(1986)-  35 57 51.     (N)    082 56 51.     (W)     SCALED    
 FB1112* NAVD 88     -       552.35   (+/-2cm)    1812.2    (feet)  VERTCON   
 FB1112  ___________________________________________________________________
 FB1112  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB1112
 FB1112  VERT ORDER  -  ? (See Below)
 FB1112
 FB1112.The horizontal coordinates were scaled from a topographic map and have
 FB1112.an estimated accuracy of +/- 6 seconds.
 FB1112
 FB1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1112.The vertical order pertains to the NGVD 29 superseded value.
 FB1112
 FB1112.The geoid height was determined by GEOID03.
 FB1112
 FB1112;                    North         East    Units  Estimated Accuracy
 FB1112;SPC TN       -   185,230.      875,290.      MT  (+/- 180 meters Scaled)
 FB1112
 FB1112                          SUPERSEDED SURVEY CONTROL
 FB1112
 FB1112  NGVD 29 (??/??/92)  552.486  (m)         1812.61   (f) ADJ UNCH    ?  
 FB1112
 FB1112.Superseded values are not recommended for survey control.
 FB1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1112.See file dsdata.txt to determine how the superseded data were derived.
 FB1112
 FB1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV243817(NAD 83)
 FB1112_MARKER: DB = BENCH MARK DISK
 FB1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1112_SP_SET: CULVERT
 FB1112_STAMPING: J 121 1935
 FB1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1112
 FB1112  HISTORY     - Date     Condition        Report By
 FB1112  HISTORY     - 1935     MONUMENTED       CGS
 FB1112  HISTORY     - 1955     GOOD             NGS
 FB1112
 FB1112                          STATION DESCRIPTION
 FB1112
 FB1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1112'6.3 MI N FROM WOLF CREEK.
 FB1112'6.3 MILES NORTH ALONG THE COVE CREEK ROAD FROM WOLF CREEK,
 FB1112'COCKE COUNTY, AT THE L.N. COGGILL RESIDENCE, 60.5 FEET NORTH
 FB1112'OF THE NORTHEAST CORNER OF THE HOUSE, 120 FEET SOUTHEAST OF A
 FB1112'BARN, 85.8 FEET WEST OF A 10-INCH CHERRY TREE, 65 FEET SOUTHEAST
 FB1112'OF THE JUNCTION OF AN OLD ROAD LEADING NORTH, 14 FEET NORTH OF
 FB1112'A WIRE FENCE, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE WEST
 FB1112'END OF THE SOUTH HEADWALL, AND 7 FEET SOUTH OF THE ROAD.  A
 FB1112'STANDARD DISK.  NOTE-- STATION IS CAP IN CONCRETE HEADWALL OF
 FB1112'HIGHWAY CULVERT.  NO POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1343 ***********************************************************************
 FB1343  DESIGNATION -  J 122
 FB1343  PID         -  FB1343
 FB1343  STATE/COUNTY-  TN/COCKE
 FB1343  USGS QUAD   -  JONES COVE (1978)
 FB1343
 FB1343                         *CURRENT SURVEY CONTROL
 FB1343  ___________________________________________________________________
 FB1343* NAD 83(1986)-  35 50 50.     (N)    083 15 39.     (W)     SCALED    
 FB1343* NAVD 88     -       415.21   (+/-2cm)    1362.2    (feet)  VERTCON   
 FB1343  ___________________________________________________________________
 FB1343  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FB1343
 FB1343  VERT ORDER  -  ? (See Below)
 FB1343
 FB1343.The horizontal coordinates were scaled from a topographic map and have
 FB1343.an estimated accuracy of +/- 6 seconds.
 FB1343
 FB1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1343.The vertical order pertains to the NGVD 29 superseded value.
 FB1343
 FB1343.The geoid height was determined by GEOID03.
 FB1343
 FB1343;                    North         East    Units  Estimated Accuracy
 FB1343;SPC TN       -   171,430.      847,400.      MT  (+/- 180 meters Scaled)
 FB1343
 FB1343                          SUPERSEDED SURVEY CONTROL
 FB1343
 FB1343  NGVD 29 (??/??/92)  415.374  (m)         1362.77   (f) ADJ UNCH    ?  
 FB1343
 FB1343.Superseded values are not recommended for survey control.
 FB1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1343.See file dsdata.txt to determine how the superseded data were derived.
 FB1343
 FB1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV958693(NAD 83)
 FB1343_MARKER: DB = BENCH MARK DISK
 FB1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1343_STAMPING: J 122 1935
 FB1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1343+STABILITY: SURFACE MOTION
 FB1343
 FB1343  HISTORY     - Date     Condition        Report By
 FB1343  HISTORY     - 1935     MONUMENTED       CGS
 FB1343  HISTORY     - 1949     GOOD             NGS
 FB1343
 FB1343                          STATION DESCRIPTION
 FB1343
 FB1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1343'0.9 MI NE FROM COSBY.
 FB1343'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 32 FROM COSBY, COCKE
 FB1343'COUNTY, 1 MILE WEST ALONG THE CHAVIS CREEK ROAD, 1.1 MILES SOUTH
 FB1343'OF PLEASANT VALLEY CHURCH, 600 FEET NORTH OF A Y-ROAD JUNCTION,
 FB1343'ON THE PROPERTY OF ESSIE LARGE, 95 FEET NORTHEAST OF THE HOUSE,
 FB1343'30.6 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A NEW GARAGE,
 FB1343'28.5 FEET NORTHEAST OF THE SOUTHEAST CORNER, 19 FEET WEST OF
 FB1343'THE CENTERLINE OF THE ROAD, 11 FEET WEST OF A WIRE FENCE, AND
 FB1343'1 FOOT WEST OF A CONTROL MARKER SIGN.  A STANDARD DISK, STAMPED
 FB1343'J 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2000 ***********************************************************************
 GA2000  DESIGNATION -  J 122 X
 GA2000  PID         -  GA2000
 GA2000  STATE/COUNTY-  TN/JEFFERSON
 GA2000  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2000
 GA2000                         *CURRENT SURVEY CONTROL
 GA2000  ___________________________________________________________________
 GA2000* NAD 83(1986)-  36 01 00.     (N)    083 24 58.     (W)     SCALED    
 GA2000* NAVD 88     -       305.57   (+/-2cm)    1002.5    (feet)  VERTCON   
 GA2000  ___________________________________________________________________
 GA2000  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2000
 GA2000  VERT ORDER  -  ? (See Below)
 GA2000
 GA2000.The horizontal coordinates were scaled from a topographic map and have
 GA2000.an estimated accuracy of +/- 6 seconds.
 GA2000
 GA2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2000.The vertical order pertains to the NGVD 29 superseded value.
 GA2000
 GA2000.The geoid height was determined by GEOID03.
 GA2000
 GA2000;                    North         East    Units  Estimated Accuracy
 GA2000;SPC TN       -   189,840.      832,890.      MT  (+/- 180 meters Scaled)
 GA2000
 GA2000                          SUPERSEDED SURVEY CONTROL
 GA2000
 GA2000  NGVD 29 (??/??/92)  305.742  (m)         1003.09   (f) ADJ UNCH    ?  
 GA2000
 GA2000.Superseded values are not recommended for survey control.
 GA2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2000.See file dsdata.txt to determine how the superseded data were derived.
 GA2000
 GA2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV822884(NAD 83)
 GA2000_MARKER: DB = BENCH MARK DISK
 GA2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2000_STAMPING: J 122 X 1935
 GA2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2000+STABILITY: SURFACE MOTION
 GA2000
 GA2000  HISTORY     - Date     Condition        Report By
 GA2000  HISTORY     - 1935     MONUMENTED       CGS
 GA2000  HISTORY     - 1937     GOOD             TVA
 GA2000
 GA2000                          STATION DESCRIPTION
 GA2000
 GA2000'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA2000'AT DANDRIDGE.
 GA2000'AT DANDRIDGE, AT THE COUNTY COURTHOUSE, 18 FEET NORTH OF THE
 GA2000'NORTH EDGE OF MAIN STREET, 11.4 FEET SOUTHWEST OF THE SOUTHWEST
 GA2000'CORNER OF THE COURTHOUSE, 6.4 FEET SOUTHWEST OF THE EAST CORNER
 GA2000'OF AN IRON FENCE, 28 FEET EAST OF AN 11-INCH MAPLE TREE, AND AT
 GA2000'THE NORTH EDGE OF THE CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED
 GA2000'J 122 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1242 ***********************************************************************
 FZ1242  DESIGNATION -  J 123
 FZ1242  PID         -  FZ1242
 FZ1242  STATE/COUNTY-  TN/JOHNSON
 FZ1242  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1242
 FZ1242                         *CURRENT SURVEY CONTROL
 FZ1242  ___________________________________________________________________
 FZ1242* NAD 83(1986)-  36 31 43.     (N)    081 54 32.     (W)     SCALED    
 FZ1242* NAVD 88     -       866.991  (meters)    2844.45   (feet)  ADJUSTED  
 FZ1242  ___________________________________________________________________
 FZ1242  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1242  DYNAMIC HT  -         866.145 (meters)    2841.68  (feet)  COMP
 FZ1242  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 FZ1242
 FZ1242  VERT ORDER  -  SECOND    CLASS 0
 FZ1242
 FZ1242.The horizontal coordinates were scaled from a topographic map and have
 FZ1242.an estimated accuracy of +/- 6 seconds.
 FZ1242
 FZ1242.The orthometric height was determined by differential leveling
 FZ1242.and adjusted by the National Geodetic Survey in June 1991..
 FZ1242
 FZ1242.The geoid height was determined by GEOID03.
 FZ1242
 FZ1242.The dynamic height is computed by dividing the NAVD 88
 FZ1242.geopotential number by the normal gravity value computed on the
 FZ1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1242.degrees latitude (g = 980.6199 gals.).
 FZ1242
 FZ1242.The modeled gravity was interpolated from observed gravity values.
 FZ1242
 FZ1242;                    North         East    Units  Estimated Accuracy
 FZ1242;SPC TN       -   251,230.      966,290.      MT  (+/- 180 meters Scaled)
 FZ1242
 FZ1242                          SUPERSEDED SURVEY CONTROL
 FZ1242
 FZ1242  NGVD 29 (??/??/92)  867.075  (m)         2844.73   (f) ADJ UNCH    2 0
 FZ1242
 FZ1242.Superseded values are not recommended for survey control.
 FZ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1242.See file dsdata.txt to determine how the superseded data were derived.
 FZ1242
 FZ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA186429(NAD 83)
 FZ1242_MARKER: DB = BENCH MARK DISK
 FZ1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ1242_SP_SET: PORCH
 FZ1242_STAMPING: J 123 1935
 FZ1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1242
 FZ1242  HISTORY     - Date     Condition        Report By
 FZ1242  HISTORY     - 1935     MONUMENTED       CGS
 FZ1242
 FZ1242                          STATION DESCRIPTION
 FZ1242
 FZ1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1242'1.9 MI SW FROM CRANDULL.
 FZ1242'1.9 MILES SOUTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1242'JOHNSON COUNTY, AT HARMON, NEAR THE JUNCTION OF THE OWL BRANCH
 FZ1242'FARM ROAD, 200 FEET WEST OF A SCHOOLHOUSE, AT THE CHURCH, IN THE
 FZ1242'CONCRETE FRONT PORCH, DIRECTLY UNDER THE LARGE CENTER WINDOW,
 FZ1242'110 FEET NORTHEAST OF A 30-INCH RED OAK TREE, 100 FEET WEST OF THE
 FZ1242'SCHOOL PUMP, 40-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 FZ1242'AND 4-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 FZ1242'J 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1348 ***********************************************************************
 FB1348  DESIGNATION -  J 126
 FB1348  PID         -  FB1348
 FB1348  STATE/COUNTY-  TN/COCKE
 FB1348  USGS QUAD   -  WATERVILLE (1968)
 FB1348
 FB1348                         *CURRENT SURVEY CONTROL
 FB1348  ___________________________________________________________________
 FB1348* NAD 83(1986)-  35 49 23.     (N)    083 05 24.     (W)     SCALED    
 FB1348* NAVD 88     -       597.10   (+/-2cm)    1959.0    (feet)  VERTCON   
 FB1348  ___________________________________________________________________
 FB1348  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB1348
 FB1348  VERT ORDER  -  ? (See Below)
 FB1348
 FB1348.The horizontal coordinates were scaled from a topographic map and have
 FB1348.an estimated accuracy of +/- 6 seconds.
 FB1348
 FB1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1348.The vertical order pertains to the NGVD 29 superseded value.
 FB1348
 FB1348.The geoid height was determined by GEOID03.
 FB1348
 FB1348;                    North         East    Units  Estimated Accuracy
 FB1348;SPC TN       -   169,190.      862,910.      MT  (+/- 180 meters Scaled)
 FB1348
 FB1348                          SUPERSEDED SURVEY CONTROL
 FB1348
 FB1348  NGVD 29 (??/??/92)  597.233  (m)         1959.42   (f) ADJ UNCH    ?  
 FB1348
 FB1348.Superseded values are not recommended for survey control.
 FB1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1348.See file dsdata.txt to determine how the superseded data were derived.
 FB1348
 FB1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV112663(NAD 83)
 FB1348_MARKER: DB = BENCH MARK DISK
 FB1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1348_STAMPING: J 126 1935
 FB1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1348+STABILITY: SURFACE MOTION
 FB1348
 FB1348  HISTORY     - Date     Condition        Report By
 FB1348  HISTORY     - 1935     MONUMENTED       CGS
 FB1348  HISTORY     - 1949     GOOD             NGS
 FB1348
 FB1348                          STATION DESCRIPTION
 FB1348
 FB1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1348'2.7 MI SE FROM RAVEN BRANCH.
 FB1348'2.7 MILES SOUTHEAST OF RAVEN BRANCH, COCKE COUNTY, 0.1 MILE
 FB1348'SOUTHEAST OF THE JUNCTION OF THE GRASSY FORK ROAD LEADING
 FB1348'SOUTH, ON THE GULF FORK ROAD, ON THE PROPERTY OF KIN HOLT,
 FB1348'46.1 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOLT STORE,
 FB1348'16.2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 25
 FB1348'FEET NORTHEAST OF A FENCE CORNER, 28 FEET NORTHEAST OF THE
 FB1348'ROAD, 28 FEET SOUTHWEST OF A SHED, 12 FEET NORTH OF A 12-INCH
 FB1348'APPLE TREE, AND 2 FEET NORTHWEST OF A WIRE FENCE.  A STANDARD
 FB1348'DISK, STAMPED J 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0772 ***********************************************************************
 GD0772  DESIGNATION -  J 13
 GD0772  PID         -  GD0772
 GD0772  STATE/COUNTY-  TN/OBION
 GD0772  USGS QUAD   -  HORNBEAK (1983)
 GD0772
 GD0772                         *CURRENT SURVEY CONTROL
 GD0772  ___________________________________________________________________
 GD0772* NAD 83(1986)-  36 19 52.     (N)    089 17 47.     (W)     SCALED    
 GD0772* NAVD 88     -       144.378  (meters)     473.68   (feet)  ADJUSTED  
 GD0772  ___________________________________________________________________
 GD0772  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD0772  DYNAMIC HT  -         144.259 (meters)     473.29  (feet)  COMP
 GD0772  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GD0772
 GD0772  VERT ORDER  -  SECOND    CLASS 0
 GD0772
 GD0772.The horizontal coordinates were scaled from a topographic map and have
 GD0772.an estimated accuracy of +/- 6 seconds.
 GD0772
 GD0772.The orthometric height was determined by differential leveling
 GD0772.and adjusted by the National Geodetic Survey in June 1991..
 GD0772
 GD0772.The geoid height was determined by GEOID03.
 GD0772
 GD0772.The dynamic height is computed by dividing the NAVD 88
 GD0772.geopotential number by the normal gravity value computed on the
 GD0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0772.degrees latitude (g = 980.6199 gals.).
 GD0772
 GD0772.The modeled gravity was interpolated from observed gravity values.
 GD0772
 GD0772;                    North         East    Units  Estimated Accuracy
 GD0772;SPC TN       -   226,640.      304,090.      MT  (+/- 180 meters Scaled)
 GD0772
 GD0772                          SUPERSEDED SURVEY CONTROL
 GD0772
 GD0772  NGVD 29 (??/??/??)  144.327  (m)          473.51   (f) ADJUSTED    2 0
 GD0772
 GD0772.Superseded values are not recommended for survey control.
 GD0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0772.See file dsdata.txt to determine how the superseded data were derived.
 GD0772
 GD0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF938231(NAD 83)
 GD0772_MARKER: DB = BENCH MARK DISK
 GD0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0772_STAMPING: J 13 1935
 GD0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0772+STABILITY: SURFACE MOTION
 GD0772
 GD0772  HISTORY     - Date     Condition        Report By
 GD0772  HISTORY     - 1935     MONUMENTED       CGS
 GD0772  HISTORY     - 1967     GOOD             CGS
 GD0772  HISTORY     - 20000429 MARK NOT FOUND   USE
 GD0772
 GD0772                          STATION DESCRIPTION
 GD0772
 GD0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0772'AT HORNBEAK.
 GD0772'THE MARK IS LOCATED IN THE NORTHWEST ANGLE OF A T INTERSECTION
 GD0772'IN THE CENTER OF HORNBEAK WHERE STATE ROUTE 21 TURNS SHARP WEST
 GD0772'AND A PAVED ROAD CONTINUES SOUTH.  IT IS 62.8 FEET WEST OF A
 GD0772'POINT DIRECTLY BELOW THE CENTER OF A LARGE STAINED GLASS WINDOW
 GD0772'IN THE EAST WALL OF THE METHODIST CHURCH, 48 FEET NORTH OF THE
 GD0772'APPROXIMATE CENTER OF STATE ROUTE 21 AT POINT SOUTH OF AND ON
 GD0772'TANGENT WITH A CONCRETE RETAINING WALL, 47.5 FEET EAST-NORTHEAST
 GD0772'OF A 16-INCH PINE TREE, 29.2 FEET NORTH OF THE NORTH EDGE OF A
 GD0772'CONCRETE SIDEWALK, 3.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GD0772'OF A FILLING STATION, AND 3.1 FEET WEST OF THE WEST EDGE OF THE
 GD0772'CONCRETE RETAINING WALL BETWEEN THE FILLING STATION AND THE
 GD0772'CHURCH LAWN.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF
 GD0772'A 6-INCH, SQUARE, CONCRETE MONUMENT ABOUT 8 INCHES BELOW THE
 GD0772'SURFACE OF THE LAWN AND THE DISK IS J 13 1935.
 GD0772
 GD0772                          STATION RECOVERY (2000)
 GD0772
 GD0772'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0772'STATION NOT FOUND.  ALL REFERENCES ARE GONE, CURVE IN HIGHWAY 21 HAS
 GD0772'BEEN RESHAPED.  A VACANT LOT EXISTS IN AREA OF MARK.  MARK PROBABLY
 GD0772'STILL EXISTS, BUT NO REFERENCES EXIST TO LOCATE FROM.  MAY HOLD WELL,
 GD0772'BUT SUBJECT TO GROUND MOVEMENT.  CONTAINS MAGNETIC MATERIAL.  USE CAR.
 GD0772'DESCRIBED BY JAMES M HANNA, USACE MEMPHIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2239 ***********************************************************************
 GA2239  DESIGNATION -  J 130
 GA2239  PID         -  GA2239
 GA2239  STATE/COUNTY-  TN/KNOX
 GA2239  USGS QUAD   -  JOHN SEVIER (1992)
 GA2239
 GA2239                         *CURRENT SURVEY CONTROL
 GA2239  ___________________________________________________________________
 GA2239* NAD 83(1986)-  36 01 22.     (N)    083 51 03.     (W)     SCALED    
 GA2239* NAVD 88     -       275.843  (meters)     904.99   (feet)  ADJUSTED  
 GA2239  ___________________________________________________________________
 GA2239  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2239  DYNAMIC HT  -         275.589 (meters)     904.16  (feet)  COMP
 GA2239  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2239
 GA2239  VERT ORDER  -  FIRST     CLASS I
 GA2239
 GA2239.The horizontal coordinates were scaled from a topographic map and have
 GA2239.an estimated accuracy of +/- 6 seconds.
 GA2239
 GA2239.The orthometric height was determined by differential leveling
 GA2239.and adjusted by the National Geodetic Survey in June 1991..
 GA2239
 GA2239.The geoid height was determined by GEOID03.
 GA2239
 GA2239.The dynamic height is computed by dividing the NAVD 88
 GA2239.geopotential number by the normal gravity value computed on the
 GA2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2239.degrees latitude (g = 980.6199 gals.).
 GA2239
 GA2239.The modeled gravity was interpolated from observed gravity values.
 GA2239
 GA2239;                    North         East    Units  Estimated Accuracy
 GA2239;SPC TN       -   189,570.      793,700.      MT  (+/- 180 meters Scaled)
 GA2239
 GA2239                          SUPERSEDED SURVEY CONTROL
 GA2239
 GA2239  NGVD 29 (??/??/92)  275.976  (m)          905.43   (f) ADJ UNCH    1 1
 GA2239
 GA2239.Superseded values are not recommended for survey control.
 GA2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2239.See file dsdata.txt to determine how the superseded data were derived.
 GA2239
 GA2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV431902(NAD 83)
 GA2239_MARKER: DB = BENCH MARK DISK
 GA2239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2239_SP_SET: OVERPASS
 GA2239_STAMPING: J 130 1936
 GA2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2239
 GA2239  HISTORY     - Date     Condition        Report By
 GA2239  HISTORY     - 1936     MONUMENTED       CGS
 GA2239  HISTORY     - 1967     GOOD             NGS
 GA2239
 GA2239                          STATION DESCRIPTION
 GA2239
 GA2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2239'5.8 MI NE FROM KNOXVILLE.
 GA2239'ABOUT 5.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2239'STATION AT KNOXVILLE, ABOUT 5 1/2 RAILS NORTHEAST OF MILEPOST 125,
 GA2239'NEAR THE SOUTHWEST END OF THE JOHN SEVIER YARDS, SET ON THE TOP OF
 GA2239'THE CONCRETE BASE OF THE FIRST PIER NORTHWEST OF THE TRACK
 GA2239'UNDER THE U.S. HIGHWAY 11W OVERPASS OVER THE TRACKS, 7 FEET
 GA2239'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST ONE OF FOUR
 GA2239'TRACK AND 3 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0445 ***********************************************************************
 FC0445  DESIGNATION -  J 131
 FC0445  PID         -  FC0445
 FC0445  STATE/COUNTY-  TN/BRADLEY
 FC0445  USGS QUAD   -  MC DONALD (1976)
 FC0445
 FC0445                         *CURRENT SURVEY CONTROL
 FC0445  ___________________________________________________________________
 FC0445* NAD 83(1986)-  35 03 56.     (N)    084 55 08.     (W)     SCALED    
 FC0445* NAVD 88     -       285.684  (meters)     937.28   (feet)  ADJUSTED  
 FC0445  ___________________________________________________________________
 FC0445  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FC0445  DYNAMIC HT  -         285.400 (meters)     936.35  (feet)  COMP
 FC0445  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 FC0445
 FC0445  VERT ORDER  -  FIRST     CLASS I
 FC0445
 FC0445.The horizontal coordinates were scaled from a topographic map and have
 FC0445.an estimated accuracy of +/- 6 seconds.
 FC0445
 FC0445.The orthometric height was determined by differential leveling
 FC0445.and adjusted by the National Geodetic Survey in June 1991..
 FC0445
 FC0445.The geoid height was determined by GEOID03.
 FC0445
 FC0445.The dynamic height is computed by dividing the NAVD 88
 FC0445.geopotential number by the normal gravity value computed on the
 FC0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0445.degrees latitude (g = 980.6199 gals.).
 FC0445
 FC0445.The modeled gravity was interpolated from observed gravity values.
 FC0445
 FC0445;                    North         East    Units  Estimated Accuracy
 FC0445;SPC TN       -    81,790.      698,620.      MT  (+/- 180 meters Scaled)
 FC0445
 FC0445                          SUPERSEDED SURVEY CONTROL
 FC0445
 FC0445  NGVD 29 (??/??/92)  285.677  (m)          937.26   (f) ADJ UNCH    1 1
 FC0445
 FC0445.Superseded values are not recommended for survey control.
 FC0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0445.See file dsdata.txt to determine how the superseded data were derived.
 FC0445
 FC0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD897822(NAD 83)
 FC0445_MARKER: DB = BENCH MARK DISK
 FC0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0445_STAMPING: J 131 1936
 FC0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0445+STABILITY: SURFACE MOTION
 FC0445
 FC0445  HISTORY     - Date     Condition        Report By
 FC0445  HISTORY     - 1936     MONUMENTED       CGS
 FC0445  HISTORY     - 1968     GOOD             NGS
 FC0445
 FC0445                          STATION DESCRIPTION
 FC0445
 FC0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0445'6.6 MI SW FROM CLEVELAND.
 FC0445'ABOUT 6.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0445'STATION AT CLEVELAND, ABOUT 0.1 MILE NORTHEAST OF MILEPOST 7,
 FC0445'ABOUT 50 YARDS NORTH OF AND ACROSS THE TRACK FROM A ONE STORY
 FC0445'BRICK FARMHOUSE, 71 1/2 FEET SOUTH OF A WELL WITH A PUMP IN THE
 FC0445'BARN YARD, 19.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 15 1/2
 FC0445'FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 0.6 FOOT NORTHWEST
 FC0445'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK
 FC0445'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 FC0445'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2012 ***********************************************************************
 FB2012  DESIGNATION -  J 132
 FB2012  PID         -  FB2012
 FB2012  STATE/COUNTY-  TN/BLOUNT
 FB2012  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2012
 FB2012                         *CURRENT SURVEY CONTROL
 FB2012  ___________________________________________________________________
 FB2012* NAD 83(1986)-  35 40 31.     (N)    083 56 21.     (W)     SCALED    
 FB2012* NAVD 88     -       318.48   (+/-2cm)    1044.9    (feet)  VERTCON   
 FB2012  ___________________________________________________________________
 FB2012  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FB2012
 FB2012  VERT ORDER  -  ? (See Below)
 FB2012
 FB2012.The horizontal coordinates were scaled from a topographic map and have
 FB2012.an estimated accuracy of +/- 6 seconds.
 FB2012
 FB2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2012.The vertical order pertains to the NGVD 29 superseded value.
 FB2012
 FB2012.The geoid height was determined by GEOID03.
 FB2012
 FB2012;                    North         East    Units  Estimated Accuracy
 FB2012;SPC TN       -   150,850.      786,550.      MT  (+/- 180 meters Scaled)
 FB2012
 FB2012                          SUPERSEDED SURVEY CONTROL
 FB2012
 FB2012  NGVD 29 (??/??/92)  318.586  (m)         1045.23   (f) ADJ UNCH    ?  
 FB2012
 FB2012.Superseded values are not recommended for survey control.
 FB2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2012.See file dsdata.txt to determine how the superseded data were derived.
 FB2012
 FB2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339519(NAD 83)
 FB2012_MARKER: DB = BENCH MARK DISK
 FB2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2012_STAMPING: J 132 1935
 FB2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2012+STABILITY: SURFACE MOTION
 FB2012
 FB2012  HISTORY     - Date     Condition        Report By
 FB2012  HISTORY     - 1935     MONUMENTED       CGS
 FB2012
 FB2012                          STATION DESCRIPTION
 FB2012
 FB2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2012'6 MI S FROM MARYVILLE.
 FB2012'6 MILES SOUTH (AIR LINE) FROM MARYVILLE, ABOUT 0.9 MILE SOUTHWEST
 FB2012'ALONG OLD PINEY ROAD FROM OLD PINEY CHURCH, 1.8 MILES NORTHEAST OF
 FB2012'SIXMILE, 75 FEET EAST OF A PLANK BRIDGE OVER A CREEK, 53.6 FEET
 FB2012'NORTHEAST OF A 6-INCH APPLE TREE, 24.6 FEET SOUTHEAST OF THE
 FB2012'J.L. PERKINS MAIN BOX, 21 FEET SOUTH OF THE CENTERLINE OF THE
 FB2012'ROAD, AT A FENCE, AND 2.8 FEET NORTH OF A SPLIT FENCE POST.  A
 FB2012'STANDARD DISK, STAMPED J 132 1935 AND SET IN THE TOP OF A CONCRETE
 FB2012'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2254 ***********************************************************************
 GA2254  DESIGNATION -  J 132
 GA2254  PID         -  GA2254
 GA2254  STATE/COUNTY-  TN/CLAIBORNE
 GA2254  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2254
 GA2254                         *CURRENT SURVEY CONTROL
 GA2254  ___________________________________________________________________
 GA2254* NAD 83(1986)-  36 21 37.     (N)    083 39 26.     (W)     SCALED    
 GA2254* NAVD 88     -       317.635  (meters)    1042.11   (feet)  ADJUSTED  
 GA2254  ___________________________________________________________________
 GA2254  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2254  DYNAMIC HT  -         317.349 (meters)    1041.17  (feet)  COMP
 GA2254  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GA2254
 GA2254  VERT ORDER  -  SECOND    CLASS 0
 GA2254
 GA2254.The horizontal coordinates were scaled from a topographic map and have
 GA2254.an estimated accuracy of +/- 6 seconds.
 GA2254
 GA2254.The orthometric height was determined by differential leveling
 GA2254.and adjusted by the National Geodetic Survey in June 1991..
 GA2254
 GA2254.The geoid height was determined by GEOID03.
 GA2254
 GA2254.The dynamic height is computed by dividing the NAVD 88
 GA2254.geopotential number by the normal gravity value computed on the
 GA2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2254.degrees latitude (g = 980.6199 gals.).
 GA2254
 GA2254.The modeled gravity was interpolated from observed gravity values.
 GA2254
 GA2254;                    North         East    Units  Estimated Accuracy
 GA2254;SPC TN       -   227,410.      810,250.      MT  (+/- 180 meters Scaled)
 GA2254
 GA2254                          SUPERSEDED SURVEY CONTROL
 GA2254
 GA2254  NGVD 29 (??/??/92)  317.716  (m)         1042.37   (f) ADJ UNCH    2 0
 GA2254
 GA2254.Superseded values are not recommended for survey control.
 GA2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2254.See file dsdata.txt to determine how the superseded data were derived.
 GA2254
 GA2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA615271(NAD 83)
 GA2254_MARKER: DB = BENCH MARK DISK
 GA2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2254_STAMPING: J 132 1936
 GA2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2254+STABILITY: SURFACE MOTION
 GA2254
 GA2254  HISTORY     - Date     Condition        Report By
 GA2254  HISTORY     - 1936     MONUMENTED       CGS
 GA2254  HISTORY     - 1950     GOOD             NGS
 GA2254
 GA2254                          STATION DESCRIPTION
 GA2254
 GA2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2254'5.5 MI W FROM LONE MOUNTAIN.
 GA2254'5.5 MILES WEST ALONG LONE MOUNTAIN PIKE FROM THE SOUTHERN
 GA2254'RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY, 1.2 MILES
 GA2254'EAST OF OLD WALKERS FORD, 0.6 MILE WEST OF A WHITE HOUSE, 0.3
 GA2254'MILE WEST OF A TWO-STORY LOG HOUSE AT THE LEFT BANK OF BEAR
 GA2254'CREEK, 300 FEET EAST OF THE NORRIS RESERVOIR HIGHWATER CROSSING,
 GA2254'NEAR THE TOP OF A HILL, OPPOSITE A CURVE, ON THE ARCH WOLF
 GA2254'PROPERTY, 50 FEET SOUTH OF THE EDGE OF A CLEARING, AND 25 FEET
 GA2254'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 GA2254'J 132 1936 AND SET IN THE TOP OF A CONCRETE POST.  STEEL POST
 GA2254'WITH CONTROL-MARKER SIGN SET 1.3 FEET SOUTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0704 ***********************************************************************
 GD0704  DESIGNATION -  J 134
 GD0704  PID         -  GD0704
 GD0704  STATE/COUNTY-  TN/LAKE
 GD0704  USGS QUAD   -  TIPTONVILLE (1981)
 GD0704
 GD0704                         *CURRENT SURVEY CONTROL
 GD0704  ___________________________________________________________________
 GD0704* NAD 83(1986)-  36 28 57.     (N)    089 22 33.     (W)     SCALED    
 GD0704* NAVD 88     -        88.261  (meters)     289.57   (feet)  ADJUSTED  
 GD0704  ___________________________________________________________________
 GD0704  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD0704  DYNAMIC HT  -          88.191 (meters)     289.34  (feet)  COMP
 GD0704  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 GD0704
 GD0704  VERT ORDER  -  FIRST     CLASS I
 GD0704
 GD0704.The horizontal coordinates were scaled from a topographic map and have
 GD0704.an estimated accuracy of +/- 6 seconds.
 GD0704
 GD0704.The orthometric height was determined by differential leveling
 GD0704.and adjusted by the National Geodetic Survey in June 1991..
 GD0704
 GD0704.The geoid height was determined by GEOID03.
 GD0704
 GD0704.The dynamic height is computed by dividing the NAVD 88
 GD0704.geopotential number by the normal gravity value computed on the
 GD0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0704.degrees latitude (g = 980.6199 gals.).
 GD0704
 GD0704.The modeled gravity was interpolated from observed gravity values.
 GD0704
 GD0704;                    North         East    Units  Estimated Accuracy
 GD0704;SPC TN       -   243,670.      297,540.      MT  (+/- 180 meters Scaled)
 GD0704
 GD0704                          SUPERSEDED SURVEY CONTROL
 GD0704
 GD0704  NGVD 29 (??/??/??)   88.195  (m)          289.35   (f) ADJUSTED    1 1
 GD0704
 GD0704.Superseded values are not recommended for survey control.
 GD0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0704.See file dsdata.txt to determine how the superseded data were derived.
 GD0704
 GD0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF871400(NAD 83)
 GD0704_MARKER: DB = BENCH MARK DISK
 GD0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0704_STAMPING: J 134 1957
 GD0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0704+STABILITY: SURFACE MOTION
 GD0704
 GD0704  HISTORY     - Date     Condition        Report By
 GD0704  HISTORY     - 1957     MONUMENTED       CGS
 GD0704  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0704
 GD0704                          STATION DESCRIPTION
 GD0704
 GD0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0704'2.1 MI NE FROM MARKHAM.
 GD0704'ABOUT 2.15 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD0704'WITH A BLACKTOP ROAD AT NEW MARKHAM, AT THE SMALL COMMUNITY OF
 GD0704'PHILLIPPY, AT THE INTERSECTION OF A BLACKTOP ROAD, 144 FEET NORTHWEST
 GD0704'AND ACROSS THE ILLINOIS CENTRAL RAILROAD FROM THE CENTER LINE OF THE
 GD0704'HIGHWAY, 94 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP
 GD0704'ROAD, 62.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK OF
 GD0704'ILLINOIS CENTRAL RAILROAD, 116 FEET WEST-SOUTHWEST OF THE CENTER OF
 GD0704'THE CROSSING OF THE BLACKTOP ROAD AND MAIN TRACK, 0.5 FOOT NORTHEAST
 GD0704'OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY AND IN THE
 GD0704'TOP OF A CONCRETE POST 0.1 FOOT BELOW GROUND.
 GD0704
 GD0704                          STATION RECOVERY (2002)
 GD0704
 GD0704'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0900 ***********************************************************************
 FE0900  DESIGNATION -  J 135
 FE0900  PID         -  FE0900
 FE0900  STATE/COUNTY-  TN/DYER
 FE0900  USGS QUAD   -  FOWLKES (1983)
 FE0900
 FE0900                         *CURRENT SURVEY CONTROL
 FE0900  ___________________________________________________________________
 FE0900* NAD 83(1986)-  35 59 50.     (N)    089 23 04.     (W)     SCALED    
 FE0900* NAVD 88     -        86.388  (meters)     283.42   (feet)  ADJUSTED  
 FE0900  ___________________________________________________________________
 FE0900  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0900  DYNAMIC HT  -          86.315 (meters)     283.19  (feet)  COMP
 FE0900  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 FE0900
 FE0900  VERT ORDER  -  SECOND    CLASS 0
 FE0900
 FE0900.The horizontal coordinates were scaled from a topographic map and have
 FE0900.an estimated accuracy of +/- 6 seconds.
 FE0900
 FE0900.The orthometric height was determined by differential leveling
 FE0900.and adjusted by the National Geodetic Survey in June 1991..
 FE0900
 FE0900.The geoid height was determined by GEOID03.
 FE0900
 FE0900.The dynamic height is computed by dividing the NAVD 88
 FE0900.geopotential number by the normal gravity value computed on the
 FE0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0900.degrees latitude (g = 980.6199 gals.).
 FE0900
 FE0900.The modeled gravity was interpolated from observed gravity values.
 FE0900
 FE0900;                    North         East    Units  Estimated Accuracy
 FE0900;SPC TN       -   189,880.      294,910.      MT  (+/- 180 meters Scaled)
 FE0900
 FE0900                          SUPERSEDED SURVEY CONTROL
 FE0900
 FE0900  NGVD 29 (??/??/??)   86.384  (m)          283.41   (f) ADJUSTED    2 0
 FE0900
 FE0900.Superseded values are not recommended for survey control.
 FE0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0900.See file dsdata.txt to determine how the superseded data were derived.
 FE0900
 FE0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE850862(NAD 83)
 FE0900_MARKER: DB = BENCH MARK DISK
 FE0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0900_SP_SET: BRIDGE
 FE0900_STAMPING: J 135 1957
 FE0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0900
 FE0900  HISTORY     - Date     Condition        Report By
 FE0900  HISTORY     - 1957     MONUMENTED       CGS
 FE0900
 FE0900                          STATION DESCRIPTION
 FE0900
 FE0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0900'2.5 MI S FROM DYERSBURG.
 FE0900'ABOUT 2.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0900'THE STATION AT DYERSBURG, IN THE TOP OF THE NORTH END OF THE EAST
 FE0900'CONCRETE HEADWALL OF RAILROAD BRIDGE NO. J 316-6, 4 1/2 FEET
 FE0900'EAST OF EAST RAIL, 1.5 FEET SOUTH OF NORTH END OF HEADWALL AND
 FE0900'ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0802 ***********************************************************************
 FE0802  DESIGNATION -  J 14
 FE0802  PID         -  FE0802
 FE0802  STATE/COUNTY-  TN/GIBSON
 FE0802  USGS QUAD   -  HUMBOLDT (1981)
 FE0802
 FE0802                         *CURRENT SURVEY CONTROL
 FE0802  ___________________________________________________________________
 FE0802* NAD 83(1986)-  35 50 56.     (N)    088 55 48.     (W)     SCALED    
 FE0802* NAVD 88     -       108.566  (meters)     356.19   (feet)  ADJUSTED  
 FE0802  ___________________________________________________________________
 FE0802  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0802  DYNAMIC HT  -         108.472 (meters)     355.88  (feet)  COMP
 FE0802  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 FE0802
 FE0802  VERT ORDER  -  SECOND    CLASS 0
 FE0802
 FE0802.The horizontal coordinates were scaled from a topographic map and have
 FE0802.an estimated accuracy of +/- 6 seconds.
 FE0802
 FE0802.The orthometric height was determined by differential leveling
 FE0802.and adjusted by the National Geodetic Survey in June 1991..
 FE0802
 FE0802.The geoid height was determined by GEOID03.
 FE0802
 FE0802.The dynamic height is computed by dividing the NAVD 88
 FE0802.geopotential number by the normal gravity value computed on the
 FE0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0802.degrees latitude (g = 980.6199 gals.).
 FE0802
 FE0802.The modeled gravity was interpolated from observed gravity values.
 FE0802
 FE0802;                    North         East    Units  Estimated Accuracy
 FE0802;SPC TN       -   172,110.      335,370.      MT  (+/- 180 meters Scaled)
 FE0802
 FE0802                          SUPERSEDED SURVEY CONTROL
 FE0802
 FE0802  NGVD 29 (??/??/??)  108.611  (m)          356.33   (f) ADJUSTED    2 0
 FE0802
 FE0802.Superseded values are not recommended for survey control.
 FE0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0802.See file dsdata.txt to determine how the superseded data were derived.
 FE0802
 FE0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE257689(NAD 83)
 FE0802_MARKER: DB = BENCH MARK DISK
 FE0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0802_STAMPING: J 14 1935
 FE0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0802+STABILITY: SURFACE MOTION
 FE0802
 FE0802  HISTORY     - Date     Condition        Report By
 FE0802  HISTORY     - 1935     MONUMENTED       CGS
 FE0802  HISTORY     - 1968     MARK NOT FOUND   DOD
 FE0802
 FE0802                          STATION DESCRIPTION
 FE0802
 FE0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0802'1.8 MI N FROM HUMBOLDT.
 FE0802'1.8 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 FE0802'STATION AT HUMBOLDT, GIBSON COUNTY, 7 RAILS NORTH OF MILEPOST
 FE0802'405, AT A ROAD CROSSING, 100 FEET SOUTH OF THE CENTERLINE OF
 FE0802'THE ROAD, AND 30 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 FE0802'STANDARD DISK, STAMPED J 14 1935 AND SET IN THE TOP OF A CONCRETE
 FE0802'POST.
 FE0802
 FE0802                          STATION RECOVERY (1968)
 FE0802
 FE0802'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 FE0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0832 ***********************************************************************
 FC0832  DESIGNATION -  J 15
 FC0832  PID         -  FC0832
 FC0832  STATE/COUNTY-  TN/MEIGS
 FC0832  USGS QUAD   -  DECATUR (1973)
 FC0832
 FC0832                         *CURRENT SURVEY CONTROL
 FC0832  ___________________________________________________________________
 FC0832* NAD 83(1986)-  35 30 52.     (N)    084 47 45.     (W)     SCALED    
 FC0832* NAVD 88     -       232.363  (meters)     762.34   (feet)  ADJUSTED  
 FC0832  ___________________________________________________________________
 FC0832  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC0832  DYNAMIC HT  -         232.139 (meters)     761.61  (feet)  COMP
 FC0832  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 FC0832
 FC0832  VERT ORDER  -  SECOND    CLASS 0
 FC0832
 FC0832.The horizontal coordinates were scaled from a topographic map and have
 FC0832.an estimated accuracy of +/- 6 seconds.
 FC0832
 FC0832.The orthometric height was determined by differential leveling
 FC0832.and adjusted by the National Geodetic Survey in June 1991..
 FC0832
 FC0832.The geoid height was determined by GEOID03.
 FC0832
 FC0832.The dynamic height is computed by dividing the NAVD 88
 FC0832.geopotential number by the normal gravity value computed on the
 FC0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0832.degrees latitude (g = 980.6199 gals.).
 FC0832
 FC0832.The modeled gravity was interpolated from observed gravity values.
 FC0832
 FC0832;                    North         East    Units  Estimated Accuracy
 FC0832;SPC TN       -   131,720.      709,230.      MT  (+/- 180 meters Scaled)
 FC0832
 FC0832                          SUPERSEDED SURVEY CONTROL
 FC0832
 FC0832  NGVD 29 (??/??/92)  232.435  (m)          762.58   (f) ADJ UNCH    2 0
 FC0832
 FC0832.Superseded values are not recommended for survey control.
 FC0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0832.See file dsdata.txt to determine how the superseded data were derived.
 FC0832
 FC0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE998323(NAD 83)
 FC0832_MARKER: DB = BENCH MARK DISK
 FC0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0832_STAMPING: J 15 1933
 FC0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0832+STABILITY: SURFACE MOTION
 FC0832
 FC0832  HISTORY     - Date     Condition        Report By
 FC0832  HISTORY     - 1933     MONUMENTED       CGS
 FC0832  HISTORY     - 1949     GOOD             NGS
 FC0832
 FC0832                          STATION DESCRIPTION
 FC0832
 FC0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0832'0.4 MI W FROM DECATUR.
 FC0832'0.4 MILE WEST ALONG STATE HIGHWAY 30 FROM THE COURTHOUSE AT DECATUR,
 FC0832'MEIGS COUNTY, ON THE PROPERTY OF J.T. SMITH, 150 FEET WEST OF THE
 FC0832'CENTERLINE OF A ROAD LEADING TO A NEW SCHOOLHOUSE NORTH OF
 FC0832'THE HIGHWAY, 26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30
 FC0832'FEET WEST OF AN 18-INCH OAK TREE, 24 FEET NORTHEAST OF AN 18-INCH
 FC0832'HICKORY TREE, AND 4 FEET WEST OF A FENCE LINE.  A STANDARD DISK,
 FC0832'STAMPED J 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1762 ***********************************************************************
 FE1762  DESIGNATION -  J 152
 FE1762  PID         -  FE1762
 FE1762  STATE/COUNTY-  TN/LAUDERDALE
 FE1762  USGS QUAD   -  KNOB CREEK (1972)
 FE1762
 FE1762                         *CURRENT SURVEY CONTROL
 FE1762  ___________________________________________________________________
 FE1762* NAD 83(1986)-  35 55 00.     (N)    089 37 17.     (W)     SCALED    
 FE1762* NAVD 88     -        79.333  (meters)     260.28   (feet)  ADJUSTED  
 FE1762  ___________________________________________________________________
 FE1762  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE1762  DYNAMIC HT  -          79.266 (meters)     260.06  (feet)  COMP
 FE1762  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FE1762
 FE1762  VERT ORDER  -  FIRST     CLASS I
 FE1762
 FE1762.The horizontal coordinates were scaled from a topographic map and have
 FE1762.an estimated accuracy of +/- 6 seconds.
 FE1762
 FE1762.The orthometric height was determined by differential leveling
 FE1762.and adjusted by the National Geodetic Survey in June 1991..
 FE1762.WARNING-Repeat measurements at this control monument indicate possible
 FE1762.vertical movement.
 FE1762
 FE1762.The geoid height was determined by GEOID03.
 FE1762
 FE1762.The dynamic height is computed by dividing the NAVD 88
 FE1762.geopotential number by the normal gravity value computed on the
 FE1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1762.degrees latitude (g = 980.6199 gals.).
 FE1762
 FE1762.The modeled gravity was interpolated from observed gravity values.
 FE1762
 FE1762;                    North         East    Units  Estimated Accuracy
 FE1762;SPC TN       -   181,720.      273,230.      MT  (+/- 180 meters Scaled)
 FE1762
 FE1762                          SUPERSEDED SURVEY CONTROL
 FE1762
 FE1762  NGVD 29 (??/??/??)   79.273  (m)          260.08   (f) ADJUSTED    1 1
 FE1762
 FE1762.Superseded values are not recommended for survey control.
 FE1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1762.See file dsdata.txt to determine how the superseded data were derived.
 FE1762
 FE1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE634778(NAD 83)
 FE1762_MARKER: DB = BENCH MARK DISK
 FE1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1762_STAMPING: J 152 1943
 FE1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1762+STABILITY: SURFACE MOTION
 FE1762
 FE1762  HISTORY     - Date     Condition        Report By
 FE1762  HISTORY     - 1943     MONUMENTED       CGS
 FE1762  HISTORY     - 1974     GOOD             NGS
 FE1762  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1762
 FE1762                          STATION DESCRIPTION
 FE1762
 FE1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1762'13.4 MI W FROM HALLS.
 FE1762'ABOUT 13.40 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1762'BAPTIST CHURCH AT HALLS, ABOUT 0.35 MILES EAST OF THE HALES
 FE1762'POINT BAPTIST CHURCH, 62.3 FEET NORTH OF THE CENTER LINE OF THE
 FE1762'HIGHWAY, 13.5 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE
 FE1762'ABANDONED DRIVEWAY LEADING NORTH, 1.7 FEET NORTH-NORTHWEST OF A
 FE1762'12-INCH TREE WITH WITNESS POST SIGN, 2.5 FEET BELOW LEVEL OF
 FE1762'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 FE1762'FOOT.
 FE1762
 FE1762                          STATION RECOVERY (2002)
 FE1762
 FE1762'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1762'AREA CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0474 ***********************************************************************
 FE0474  DESIGNATION -  J 154
 FE0474  PID         -  FE0474
 FE0474  STATE/COUNTY-  TN/MCNAIRY
 FE0474  USGS QUAD   -  CHEWALLA (1983)
 FE0474
 FE0474                         *CURRENT SURVEY CONTROL
 FE0474  ___________________________________________________________________
 FE0474* NAD 83(1986)-  35 01 51.     (N)    088 43 01.     (W)     SCALED    
 FE0474* NAVD 88     -       117.395  (meters)     385.15   (feet)  ADJUSTED  
 FE0474  ___________________________________________________________________
 FE0474  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0474  DYNAMIC HT  -         117.284 (meters)     384.79  (feet)  COMP
 FE0474  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 FE0474
 FE0474  VERT ORDER  -  FIRST     CLASS II
 FE0474
 FE0474.The horizontal coordinates were scaled from a topographic map and have
 FE0474.an estimated accuracy of +/- 6 seconds.
 FE0474
 FE0474.The orthometric height was determined by differential leveling
 FE0474.and adjusted by the National Geodetic Survey in June 1991..
 FE0474
 FE0474.The geoid height was determined by GEOID03.
 FE0474
 FE0474.The dynamic height is computed by dividing the NAVD 88
 FE0474.geopotential number by the normal gravity value computed on the
 FE0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0474.degrees latitude (g = 980.6199 gals.).
 FE0474
 FE0474.The modeled gravity was interpolated from observed gravity values.
 FE0474
 FE0474;                    North         East    Units  Estimated Accuracy
 FE0474;SPC TN       -    80,830.      352,090.      MT  (+/- 180 meters Scaled)
 FE0474
 FE0474                          SUPERSEDED SURVEY CONTROL
 FE0474
 FE0474  NGVD 29 (??/??/??)  117.380  (m)          385.10   (f) ADJUSTED    1 2
 FE0474
 FE0474.Superseded values are not recommended for survey control.
 FE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0474.See file dsdata.txt to determine how the superseded data were derived.
 FE0474
 FE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD433778(NAD 83)
 FE0474_MARKER: DB = BENCH MARK DISK
 FE0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0474_SP_SET: CONCRETE BASE
 FE0474_STAMPING: J 154 1944
 FE0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0474
 FE0474  HISTORY     - Date     Condition        Report By
 FE0474  HISTORY     - 1944     MONUMENTED       CGS
 FE0474  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0474
 FE0474                          STATION DESCRIPTION
 FE0474
 FE0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0474'5.4 MI E FROM POCAHONTAS.
 FE0474'IN MCNAIRY  COUNTY, 5.4 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE0474'FROM THE STATION AT POCAHONTAS, HARDEMAN COUNTY, AT BLOCK SIGNAL
 FE0474'4722, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE,
 FE0474'9.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2
 FE0474'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 154 1944.
 FE0474
 FE0474                          STATION RECOVERY (1972)
 FE0474
 FE0474'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0759 ***********************************************************************
 GD0759  DESIGNATION -  J 154
 GD0759  PID         -  GD0759
 GD0759  STATE/COUNTY-  TN/DYER
 GD0759  USGS QUAD   -  MISTON (1983)
 GD0759
 GD0759                         *CURRENT SURVEY CONTROL
 GD0759  ___________________________________________________________________
 GD0759* NAD 83(1986)-  36 08 13.     (N)    089 29 35.     (W)     SCALED    
 GD0759* NAVD 88     -        81.582  (meters)     267.66   (feet)  ADJUSTED  
 GD0759  ___________________________________________________________________
 GD0759  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD0759  DYNAMIC HT  -          81.515 (meters)     267.44  (feet)  COMP
 GD0759  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GD0759
 GD0759  VERT ORDER  -  SECOND    CLASS 0
 GD0759
 GD0759.The horizontal coordinates were scaled from a topographic map and have
 GD0759.an estimated accuracy of +/- 6 seconds.
 GD0759
 GD0759.The orthometric height was determined by differential leveling
 GD0759.and adjusted by the National Geodetic Survey in June 1991..
 GD0759
 GD0759.The geoid height was determined by GEOID03.
 GD0759
 GD0759.The dynamic height is computed by dividing the NAVD 88
 GD0759.geopotential number by the normal gravity value computed on the
 GD0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0759.degrees latitude (g = 980.6199 gals.).
 GD0759
 GD0759.The modeled gravity was interpolated from observed gravity values.
 GD0759
 GD0759;                    North         East    Units  Estimated Accuracy
 GD0759;SPC TN       -   205,720.      285,680.      MT  (+/- 180 meters Scaled)
 GD0759
 GD0759                          SUPERSEDED SURVEY CONTROL
 GD0759
 GD0759  NGVD 29 (??/??/??)   81.503  (m)          267.40   (f) ADJUSTED    2 0
 GD0759
 GD0759.Superseded values are not recommended for survey control.
 GD0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0759.See file dsdata.txt to determine how the superseded data were derived.
 GD0759
 GD0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF756020(NAD 83)
 GD0759_MARKER: DB = BENCH MARK DISK
 GD0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0759_STAMPING: J 154 1943
 GD0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0759+STABILITY: SURFACE MOTION
 GD0759
 GD0759  HISTORY     - Date     Condition        Report By
 GD0759  HISTORY     - 1943     MONUMENTED       CGS
 GD0759  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD0759
 GD0759                          STATION DESCRIPTION
 GD0759
 GD0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0759'2 MI S FROM MISTON.
 GD0759'2.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0759'CROSSING OF STATE HIGHWAY 103 AT MISTON, DYER COUNTY, 1.6 MILES
 GD0759'NORTH OF THE OBION RIVER TRESTLE, 0.2 MILE SOUTH OF A 90-DEGREE
 GD0759'TURN IN A COUNTY ROAD (THE TURN IS FROM SOUTH TO EAST), 0.15 MILE
 GD0759'SOUTH OF A WOODEN TRESTLE, AT THE NORTHEAST CORNER OF A SMALL
 GD0759'FIELD, 52 FEET WEST OF THE CENTERLINE OF THE TRACK, 11 FEET EAST
 GD0759'OF A TRIANGULAR BLAZE ON A 30-INCH OAK TREE, IN LINE WITH THE
 GD0759'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GD0759'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GD0759'J 154 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GD0759'0.5 FOOT ABOVE GROUND.
 GD0759
 GD0759                          STATION RECOVERY (2002)
 GD0759
 GD0759'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0583 ***********************************************************************
 FE0583  DESIGNATION -  J 155
 FE0583  PID         -  FE0583
 FE0583  STATE/COUNTY-  TN/HARDEMAN
 FE0583  USGS QUAD   -  MIDDLETON (1980)
 FE0583
 FE0583                         *CURRENT SURVEY CONTROL
 FE0583  ___________________________________________________________________
 FE0583* NAD 83(1986)-  35 01 28.     (N)    088 53 39.     (W)     SCALED    
 FE0583* NAVD 88     -       137.314  (meters)     450.50   (feet)  ADJUSTED  
 FE0583  ___________________________________________________________________
 FE0583  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE0583  DYNAMIC HT  -         137.184 (meters)     450.08  (feet)  COMP
 FE0583  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 FE0583
 FE0583  VERT ORDER  -  FIRST     CLASS II
 FE0583
 FE0583.The horizontal coordinates were scaled from a topographic map and have
 FE0583.an estimated accuracy of +/- 6 seconds.
 FE0583
 FE0583.The orthometric height was determined by differential leveling
 FE0583.and adjusted by the National Geodetic Survey in June 1991..
 FE0583
 FE0583.The geoid height was determined by GEOID03.
 FE0583
 FE0583.The dynamic height is computed by dividing the NAVD 88
 FE0583.geopotential number by the normal gravity value computed on the
 FE0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0583.degrees latitude (g = 980.6199 gals.).
 FE0583
 FE0583.The modeled gravity was interpolated from observed gravity values.
 FE0583
 FE0583;                    North         East    Units  Estimated Accuracy
 FE0583;SPC TN       -    80,590.      335,900.      MT  (+/- 180 meters Scaled)
 FE0583
 FE0583                          SUPERSEDED SURVEY CONTROL
 FE0583
 FE0583  NGVD 29 (??/??/??)  137.283  (m)          450.40   (f) ADJUSTED    1 2
 FE0583
 FE0583.Superseded values are not recommended for survey control.
 FE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0583.See file dsdata.txt to determine how the superseded data were derived.
 FE0583
 FE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD271773(NAD 83)
 FE0583_MARKER: DB = BENCH MARK DISK
 FE0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0583_STAMPING: J 155 1944
 FE0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0583+STABILITY: SURFACE MOTION
 FE0583
 FE0583  HISTORY     - Date     Condition        Report By
 FE0583  HISTORY     - 1944     MONUMENTED       CGS
 FE0583  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE0583
 FE0583                          STATION DESCRIPTION
 FE0583
 FE0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE0583'2.6 MI S FROM MIDDLETON.
 FE0583'2.6 MILES SOUTH ALONG THE GULF, MOBILE AND NORTHERN RAILROAD
 FE0583'FROM THE STATION AT MIDDLETON, HARDEMAN COUNTY, 0.1 MILE NORTH
 FE0583'OF MILEPOST 366, 49 FEET WEST OF THE CENTERLINE OF THE TRACK,
 FE0583'29 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD PARALLELING THE
 FE0583'TRACK, AT THE NORTH END OF A SMALL CUT, 2 FEET SOUTH OF A WHITE
 FE0583'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 FE0583'STAMPED J 155 1944 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1147 ***********************************************************************
 FE1147  DESIGNATION -  J 157
 FE1147  PID         -  FE1147
 FE1147  STATE/COUNTY-  TN/FAYETTE
 FE1147  USGS QUAD   -  ROSSVILLE (1981)
 FE1147
 FE1147                         *CURRENT SURVEY CONTROL
 FE1147  ___________________________________________________________________
 FE1147* NAD 83(1986)-  35 02 56.     (N)    089 35 35.     (W)     SCALED    
 FE1147* NAVD 88     -        96.406  (meters)     316.29   (feet)  ADJUSTED  
 FE1147  ___________________________________________________________________
 FE1147  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE1147  DYNAMIC HT  -          96.316 (meters)     316.00  (feet)  COMP
 FE1147  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 FE1147
 FE1147  VERT ORDER  -  FIRST     CLASS II
 FE1147
 FE1147.The horizontal coordinates were scaled from a topographic map and have
 FE1147.an estimated accuracy of +/- 6 seconds.
 FE1147
 FE1147.The orthometric height was determined by differential leveling
 FE1147.and adjusted by the National Geodetic Survey in June 1991..
 FE1147
 FE1147.The geoid height was determined by GEOID03.
 FE1147
 FE1147.The dynamic height is computed by dividing the NAVD 88
 FE1147.geopotential number by the normal gravity value computed on the
 FE1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1147.degrees latitude (g = 980.6199 gals.).
 FE1147
 FE1147.The modeled gravity was interpolated from observed gravity values.
 FE1147
 FE1147;                    North         East    Units  Estimated Accuracy
 FE1147;SPC TN       -    85,410.      272,250.      MT  (+/- 180 meters Scaled)
 FE1147
 FE1147                          SUPERSEDED SURVEY CONTROL
 FE1147
 FE1147  NGVD 29 (??/??/??)   96.352  (m)          316.11   (f) ADJUSTED    1 2
 FE1147
 FE1147.Superseded values are not recommended for survey control.
 FE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1147.See file dsdata.txt to determine how the superseded data were derived.
 FE1147
 FE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD634815(NAD 83)
 FE1147_MARKER: DB = BENCH MARK DISK
 FE1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1147_STAMPING: J 157 1944
 FE1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1147+STABILITY: SURFACE MOTION
 FE1147
 FE1147  HISTORY     - Date     Condition        Report By
 FE1147  HISTORY     - 1944     MONUMENTED       CGS
 FE1147  HISTORY     - 1964     POOR             USGS
 FE1147  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1147
 FE1147                          STATION DESCRIPTION
 FE1147
 FE1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1147'2.8 MI W FROM ROSSVILLE.
 FE1147'2.8 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1147'ROSSVILLE, FAYETTE COUNTY, 0.2 MILE EAST OF MILEPOST 524, AT A
 FE1147'FARM ROAD CROSSING, 32 FEET SOUTH OF THE CENTERLINE OF THE
 FE1147'TRACK, 28 FEET EAST OF THE CENTERLINE OF THE ROAD, 18 FEET NORTH
 FE1147'OF THE RIGHT-OF-WAY FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 FE1147'POST, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 FE1147'STAMPED J 157 1944 AND SET IN THE TOP OF A CONCRETE POST
 FE1147'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE1147'NOTE-1964 REPORT-MARK HAS BEEN MOVED 2.3 INCHES BY CATERPILLER
 FE1147'BLADE.
 FE1147
 FE1147                          STATION RECOVERY (1964)
 FE1147
 FE1147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FE1147'MARK RECOVERED IN POOR CONDITION.
 FE1147
 FE1147                          STATION RECOVERY (1983)
 FE1147
 FE1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1147'NOT RECOVERED, POSSIBLY DESTROYED BY RAILROAD RECONSTRUCTION IN 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0530 ***********************************************************************
 FE0530  DESIGNATION -  J 158
 FE0530  PID         -  FE0530
 FE0530  STATE/COUNTY-  TN/MCNAIRY
 FE0530  USGS QUAD   -  PURDY (1984)
 FE0530
 FE0530                         *CURRENT SURVEY CONTROL
 FE0530  ___________________________________________________________________
 FE0530* NAD 83(1986)-  35 11 47.     (N)    088 35 23.     (W)     SCALED    
 FE0530* NAVD 88     -       135.956  (meters)     446.05   (feet)  ADJUSTED  
 FE0530  ___________________________________________________________________
 FE0530  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0530  DYNAMIC HT  -         135.830 (meters)     445.64  (feet)  COMP
 FE0530  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 FE0530
 FE0530  VERT ORDER  -  FIRST     CLASS II
 FE0530
 FE0530.The horizontal coordinates were scaled from a topographic map and have
 FE0530.an estimated accuracy of +/- 6 seconds.
 FE0530
 FE0530.The orthometric height was determined by differential leveling
 FE0530.and adjusted by the National Geodetic Survey in June 1991..
 FE0530
 FE0530.The geoid height was determined by GEOID03.
 FE0530
 FE0530.The dynamic height is computed by dividing the NAVD 88
 FE0530.geopotential number by the normal gravity value computed on the
 FE0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0530.degrees latitude (g = 980.6199 gals.).
 FE0530
 FE0530.The modeled gravity was interpolated from observed gravity values.
 FE0530
 FE0530;                    North         East    Units  Estimated Accuracy
 FE0530;SPC TN       -    98,880.      364,180.      MT  (+/- 180 meters Scaled)
 FE0530
 FE0530                          SUPERSEDED SURVEY CONTROL
 FE0530
 FE0530  NGVD 29 (??/??/??)  135.954  (m)          446.04   (f) ADJUSTED    1 2
 FE0530
 FE0530.Superseded values are not recommended for survey control.
 FE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0530.See file dsdata.txt to determine how the superseded data were derived.
 FE0530
 FE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD552959(NAD 83)
 FE0530_MARKER: DB = BENCH MARK DISK
 FE0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0530_STAMPING: J 158 1944
 FE0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0530+STABILITY: SURFACE MOTION
 FE0530
 FE0530  HISTORY     - Date     Condition        Report By
 FE0530  HISTORY     - 1944     MONUMENTED       CGS
 FE0530  HISTORY     - 1948     GOOD             CGS
 FE0530  HISTORY     - 1972     GOOD             TVA
 FE0530
 FE0530                          STATION DESCRIPTION
 FE0530
 FE0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0530'2 MI N FROM SELMER.
 FE0530'ABOUT 2.0 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0530'FROM THE STATION AT SELMER, ABOUT 12 1/2 RAILS SOUTHEAST OF A
 FE0530'20-FOOT WOODEN TRESTLE NO. 350/08, 5 1/2 RAILS SOUTHEAST OF AN
 FE0530'ABANDONED BLOCK SIGNAL BASE, AT A FIELD ROAD CROSSING, 71.5 FEET
 FE0530'SOUTH AND ACROSS THE TRACK FROM MILE POST 350, 42 FEET SOUTHWEST
 FE0530'OF THE SOUTHWEST RAIL, 12 FEET SOUTHEAST OF THE CENTER LINE OF
 FE0530'THE FIELD ROAD, 25 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 8.5
 FE0530'FEET SOUTHWEST OF THE LINE OF POLES, 3 FEET NORTHWEST OF A WHITE
 FE0530'WOODEN WITNESS POST, 1.5 FEET BELOW THE TRACK AND SET IN THE
 FE0530'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- A STEEL POST
 FE0530'WAS SET 2 FEET NORTHWEST OF MARKER.  DELETE 12 FT SE FROM
 FE0530'CENTERLINE OF FIELD RD. FROM DESCRIPTION AND WOOD WITNESS POST.
 FE0530'ADD-5 NE FROM FENCE.
 FE0530
 FE0530                          STATION RECOVERY (1972)
 FE0530
 FE0530'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0490 ***********************************************************************
 FE0490  DESIGNATION -  J 159
 FE0490  PID         -  FE0490
 FE0490  STATE/COUNTY-  TN/CHESTER
 FE0490  USGS QUAD   -  HENDERSON (1983)
 FE0490
 FE0490                         *CURRENT SURVEY CONTROL
 FE0490  ___________________________________________________________________
 FE0490* NAD 83(1986)-  35 27 39.     (N)    088 39 54.     (W)     SCALED    
 FE0490* NAVD 88     -       123.282  (meters)     404.47   (feet)  ADJUSTED  
 FE0490  ___________________________________________________________________
 FE0490  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0490  DYNAMIC HT  -         123.170 (meters)     404.10  (feet)  COMP
 FE0490  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 FE0490
 FE0490  VERT ORDER  -  FIRST     CLASS II
 FE0490
 FE0490.The horizontal coordinates were scaled from a topographic map and have
 FE0490.an estimated accuracy of +/- 6 seconds.
 FE0490
 FE0490.The orthometric height was determined by differential leveling
 FE0490.and adjusted by the National Geodetic Survey in June 1991..
 FE0490
 FE0490.The geoid height was determined by GEOID03.
 FE0490
 FE0490.The dynamic height is computed by dividing the NAVD 88
 FE0490.geopotential number by the normal gravity value computed on the
 FE0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0490.degrees latitude (g = 980.6199 gals.).
 FE0490
 FE0490.The modeled gravity was interpolated from observed gravity values.
 FE0490
 FE0490;                    North         East    Units  Estimated Accuracy
 FE0490;SPC TN       -   128,390.      358,130.      MT  (+/- 180 meters Scaled)
 FE0490
 FE0490                          SUPERSEDED SURVEY CONTROL
 FE0490
 FE0490  NGVD 29 (??/??/??)  123.303  (m)          404.54   (f) ADJUSTED    1 2
 FE0490
 FE0490.Superseded values are not recommended for survey control.
 FE0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0490.See file dsdata.txt to determine how the superseded data were derived.
 FE0490
 FE0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE489254(NAD 83)
 FE0490_MARKER: DB = BENCH MARK DISK
 FE0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0490_STAMPING: J 159 1944
 FE0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0490+STABILITY: SURFACE MOTION
 FE0490
 FE0490  HISTORY     - Date     Condition        Report By
 FE0490  HISTORY     - 1944     MONUMENTED       CGS
 FE0490  HISTORY     - 1948     GOOD             CGS
 FE0490  HISTORY     - 1972     GOOD             TVA
 FE0490
 FE0490                          STATION DESCRIPTION
 FE0490
 FE0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0490'2.2 MI NW FROM HENDERSON.
 FE0490'ABOUT 2.2 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0490'FROM THE STATION AT HENDERSON, 83.5 FEET WEST AND DIAGONALLY ACROSS
 FE0490'THE TRACK FROM MILE POST 371, 23 FEET SOUTHWEST OF THE SOUTHWEST
 FE0490'RAIL, ABOUT 100 YARDS SOUTHEAST OF THE CENTER OF THE WOODEN
 FE0490'OVERPASS OF U.S. HIGHWAY 45 CITY ROUTE OVER THE TRACK, 8 FEET
 FE0490'WEST-SOUTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE TRACK
 FE0490'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FE0490'NOTE-- 31.0 S-10W TO 18 FT S. GUM., 42.4 W TO 24 IN POPLAR,
 FE0490'STEEL POST SET 0.5 W OF MONUMENT.
 FE0490
 FE0490                          STATION RECOVERY (1972)
 FE0490
 FE0490'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0368 ***********************************************************************
 GD0368  DESIGNATION -  J 161
 GD0368  PID         -  GD0368
 GD0368  STATE/COUNTY-  TN/GIBSON
 GD0368  USGS QUAD   -  BRADFORD (1985)
 GD0368
 GD0368                         *CURRENT SURVEY CONTROL
 GD0368  ___________________________________________________________________
 GD0368* NAD 83(1986)-  36 05 18.     (N)    088 48 35.     (W)     SCALED    
 GD0368* NAVD 88     -       104.726  (meters)     343.59   (feet)  ADJUSTED  
 GD0368  ___________________________________________________________________
 GD0368  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0368  DYNAMIC HT  -         104.639 (meters)     343.30  (feet)  COMP
 GD0368  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 GD0368
 GD0368  VERT ORDER  -  FIRST     CLASS II
 GD0368
 GD0368.The horizontal coordinates were scaled from a topographic map and have
 GD0368.an estimated accuracy of +/- 6 seconds.
 GD0368
 GD0368.The orthometric height was determined by differential leveling
 GD0368.and adjusted by the National Geodetic Survey in June 1991..
 GD0368
 GD0368.The geoid height was determined by GEOID03.
 GD0368
 GD0368.The dynamic height is computed by dividing the NAVD 88
 GD0368.geopotential number by the normal gravity value computed on the
 GD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0368.degrees latitude (g = 980.6199 gals.).
 GD0368
 GD0368.The modeled gravity was interpolated from observed gravity values.
 GD0368
 GD0368;                    North         East    Units  Estimated Accuracy
 GD0368;SPC TN       -   198,350.      346,990.      MT  (+/- 180 meters Scaled)
 GD0368
 GD0368                          SUPERSEDED SURVEY CONTROL
 GD0368
 GD0368  NGVD 29 (??/??/??)  104.765  (m)          343.72   (f) ADJUSTED    1 2
 GD0368
 GD0368.Superseded values are not recommended for survey control.
 GD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0368.See file dsdata.txt to determine how the superseded data were derived.
 GD0368
 GD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE370952(NAD 83)
 GD0368_MARKER: DB = BENCH MARK DISK
 GD0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0368_STAMPING: J 161 1944
 GD0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0368+STABILITY: SURFACE MOTION
 GD0368
 GD0368  HISTORY     - Date     Condition        Report By
 GD0368  HISTORY     - 1944     MONUMENTED       CGS
 GD0368  HISTORY     - 1967     GOOD             CGS
 GD0368  HISTORY     - 1990     GOOD             USPSQD
 GD0368
 GD0368                          STATION DESCRIPTION
 GD0368
 GD0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0368'0.9 MI N FROM BRADFORD.
 GD0368'THIS BENCH MARK IS ABOUT 0.9 OF A MILE NORTH ALONG THE ILLINOIS
 GD0368'CENTRAL RAILROAD FROM THE STATION AT BRADFORD, ABOUT 117 YARDS
 GD0368'SOUTH OF MILE POST C 436 NEAR A ROAD CROSSING, 118 FEET NORTH
 GD0368'OF THE APPROXIMATE CENTER OF A FIELD ROAD, 28.5 FEET WEST OF THE
 GD0368'WEST RAIL, 5 FEET SOUTH OF A TELEPHONE POLE, 0.6 OF A FOOT EAST
 GD0368'OF A METAL WITNESS POST AND SIGN, AND IN LINE WITH A ROW OF
 GD0368'POLES.  IT IS A STANDARD DISK SET IN THE TOP OF A 7-INCH,
 GD0368'SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SURFACE OF THE
 GD0368'GROUND AND THE DISK IS STAMPED J 161 1944.
 GD0368
 GD0368                          STATION RECOVERY (1990)
 GD0368
 GD0368'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1275 ***********************************************************************
 GA1275  DESIGNATION -  J 162
 GA1275  PID         -  GA1275
 GA1275  STATE/COUNTY-  TN/HAWKINS
 GA1275  USGS QUAD   -  CHURCH HILL (1991)
 GA1275
 GA1275                         *CURRENT SURVEY CONTROL
 GA1275  ___________________________________________________________________
 GA1275* NAD 83(1986)-  36 31 53.     (N)    082 40 55.     (W)     SCALED    
 GA1275* NAVD 88     -       382.151  (meters)    1253.77   (feet)  ADJUSTED  
 GA1275  ___________________________________________________________________
 GA1275  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1275  DYNAMIC HT  -         381.807 (meters)    1252.65  (feet)  COMP
 GA1275  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 GA1275
 GA1275  VERT ORDER  -  FIRST     CLASS I
 GA1275
 GA1275.The horizontal coordinates were scaled from a topographic map and have
 GA1275.an estimated accuracy of +/- 6 seconds.
 GA1275
 GA1275.The orthometric height was determined by differential leveling
 GA1275.and adjusted by the National Geodetic Survey in June 1991..
 GA1275
 GA1275.The geoid height was determined by GEOID03.
 GA1275
 GA1275.The dynamic height is computed by dividing the NAVD 88
 GA1275.geopotential number by the normal gravity value computed on the
 GA1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1275.degrees latitude (g = 980.6199 gals.).
 GA1275
 GA1275.The modeled gravity was interpolated from observed gravity values.
 GA1275
 GA1275;                    North         East    Units  Estimated Accuracy
 GA1275;SPC TN       -   248,920.      897,100.      MT  (+/- 180 meters Scaled)
 GA1275
 GA1275                          SUPERSEDED SURVEY CONTROL
 GA1275
 GA1275  NGVD 29 (??/??/92)  382.294  (m)         1254.24   (f) ADJ UNCH    1 1
 GA1275
 GA1275.Superseded values are not recommended for survey control.
 GA1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1275.See file dsdata.txt to determine how the superseded data were derived.
 GA1275
 GA1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA494442(NAD 83)
 GA1275_MARKER: DB = BENCH MARK DISK
 GA1275_SETTING: 66 = SET IN ROCK OUTCROP
 GA1275_SP_SET: ROCK OUTCROP
 GA1275_STAMPING: J 162 1967
 GA1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1275+STABILITY: POSITION/ELEVATION WELL
 GA1275
 GA1275  HISTORY     - Date     Condition        Report By
 GA1275  HISTORY     - 1967     MONUMENTED       CGS
 GA1275
 GA1275                          STATION DESCRIPTION
 GA1275
 GA1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1275'1.4 MI E FROM CHURCH HILL.
 GA1275'ABOUT 1.4 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1275'FROM THE STATION AT CHURCH HILL, 77 FEET NORTHEAST OF THE CENTER
 GA1275'OF THE CROSSING OF THE RAILROAD AND CAROLYN AVENUE, 31 FEET
 GA1275'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, SET IN THE TOP
 GA1275'OF A 3- X 9-FOOT ROCK OUTCROP WHICH PROJECTS 8 INCHES ABOVE THE
 GA1275'LEVEL OF THE GROUND, 77 FEET EAST OF THE EAST CORNER OF A SMALL
 GA1275'BRICK BUILDING, 69 FEET SOUTHEAST OF THE CENTERLINE OF OLD STAGE
 GA1275'ROAD, 45 1/2 FEET SOUTHEAST OF AN 11-INCH TREE, 23 1/2 FEET
 GA1275'NORTHWEST OF A POLE, IN LINE WITH A ROW OF POLES, AND ABOUT 1
 GA1275'FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1857 ***********************************************************************
 GA1857  DESIGNATION -  J 163
 GA1857  PID         -  GA1857
 GA1857  STATE/COUNTY-  TN/HAMBLEN
 GA1857  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1857
 GA1857                         *CURRENT SURVEY CONTROL
 GA1857  ___________________________________________________________________
 GA1857* NAD 83(1986)-  36 15 57.     (N)    083 08 58.     (W)     SCALED    
 GA1857* NAVD 88     -       374.738  (meters)    1229.45   (feet)  ADJUSTED  
 GA1857  ___________________________________________________________________
 GA1857  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA1857  DYNAMIC HT  -         374.397 (meters)    1228.33  (feet)  COMP
 GA1857  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GA1857
 GA1857  VERT ORDER  -  FIRST     CLASS I
 GA1857
 GA1857.The horizontal coordinates were scaled from a topographic map and have
 GA1857.an estimated accuracy of +/- 6 seconds.
 GA1857
 GA1857.The orthometric height was determined by differential leveling
 GA1857.and adjusted by the National Geodetic Survey in June 1991..
 GA1857
 GA1857.The geoid height was determined by GEOID03.
 GA1857
 GA1857.The dynamic height is computed by dividing the NAVD 88
 GA1857.geopotential number by the normal gravity value computed on the
 GA1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1857.degrees latitude (g = 980.6199 gals.).
 GA1857
 GA1857.The modeled gravity was interpolated from observed gravity values.
 GA1857
 GA1857;                    North         East    Units  Estimated Accuracy
 GA1857;SPC TN       -   218,140.      856,110.      MT  (+/- 180 meters Scaled)
 GA1857
 GA1857                          SUPERSEDED SURVEY CONTROL
 GA1857
 GA1857  NGVD 29 (??/??/92)  374.885  (m)         1229.94   (f) ADJ UNCH    1 1
 GA1857
 GA1857.Superseded values are not recommended for survey control.
 GA1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1857.See file dsdata.txt to determine how the superseded data were derived.
 GA1857
 GA1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA069155(NAD 83)
 GA1857_MARKER: DB = BENCH MARK DISK
 GA1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1857_STAMPING: J 163 1967
 GA1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1857+STABILITY: SURFACE MOTION
 GA1857
 GA1857  HISTORY     - Date     Condition        Report By
 GA1857  HISTORY     - 1967     MONUMENTED       CGS
 GA1857
 GA1857                          STATION DESCRIPTION
 GA1857
 GA1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1857'1.2 MI SW FROM WHITESBURG.
 GA1857'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 11 E FROM THE POST OFFICE
 GA1857'AT THE SMALL COMMUNITY OF WHITESBURG, THENCE 0.05 MILE SOUTHEAST
 GA1857'ALONG A PAVED ROAD, THENCE 0.85 MILE SOUTHWEST ALONG THE
 GA1857'SOUTHERN RAILWAY COMPANY RAILROAD, OR ABOUT 0.25 MILE SOUTHEAST
 GA1857'ALONG A PAVED ROAD FROM THE POST OFFICE AT RUSSELLVILLE, THENCE
 GA1857'2.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD,
 GA1857'6 1/2 POLES NORTHEAST OF MILEPOST 80, 150 YARDS WEST OF A LARGE
 GA1857'BARN, 27 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 GA1857'19 FEET EAST OF A POLE, 9 FEET NORTHEAST OF THE CENTERLINE OF A
 GA1857'PRIVATE ROAD, 2 FEET NORTHWEST OF A FENCE, 1.5 FEET EAST OF A
 GA1857'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 GA1857'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1162 ***********************************************************************
 FB1162  DESIGNATION -  J 164
 FB1162  PID         -  FB1162
 FB1162  STATE/COUNTY-  TN/COCKE
 FB1162  USGS QUAD   -  NEWPORT (1992)
 FB1162
 FB1162                         *CURRENT SURVEY CONTROL
 FB1162  ___________________________________________________________________
 FB1162* NAD 83(1986)-  35 59 28.     (N)    083 11 43.     (W)     SCALED    
 FB1162* NAVD 88     -       313.722  (meters)    1029.27   (feet)  ADJUSTED  
 FB1162  ___________________________________________________________________
 FB1162  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FB1162  DYNAMIC HT  -         313.426 (meters)    1028.30  (feet)  COMP
 FB1162  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FB1162
 FB1162  VERT ORDER  -  FIRST     CLASS I
 FB1162
 FB1162.The horizontal coordinates were scaled from a topographic map and have
 FB1162.an estimated accuracy of +/- 6 seconds.
 FB1162
 FB1162.The orthometric height was determined by differential leveling
 FB1162.and adjusted by the National Geodetic Survey in June 1991..
 FB1162
 FB1162.The geoid height was determined by GEOID03.
 FB1162
 FB1162.The dynamic height is computed by dividing the NAVD 88
 FB1162.geopotential number by the normal gravity value computed on the
 FB1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1162.degrees latitude (g = 980.6199 gals.).
 FB1162
 FB1162.The modeled gravity was interpolated from observed gravity values.
 FB1162
 FB1162;                    North         East    Units  Estimated Accuracy
 FB1162;SPC TN       -   187,550.      852,870.      MT  (+/- 180 meters Scaled)
 FB1162
 FB1162                          SUPERSEDED SURVEY CONTROL
 FB1162
 FB1162  NGVD 29 (??/??/92)  313.864  (m)         1029.74   (f) ADJ UNCH    1 1
 FB1162
 FB1162.Superseded values are not recommended for survey control.
 FB1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1162.See file dsdata.txt to determine how the superseded data were derived.
 FB1162
 FB1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV021851(NAD 83)
 FB1162_MARKER: DB = BENCH MARK DISK
 FB1162_SETTING: 66 = SET IN ROCK OUTCROP
 FB1162_SP_SET: ROCK OUTCROP
 FB1162_STAMPING: J 164 1967
 FB1162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1162+STABILITY: POSITION/ELEVATION WELL
 FB1162
 FB1162  HISTORY     - Date     Condition        Report By
 FB1162  HISTORY     - 1967     MONUMENTED       CGS
 FB1162
 FB1162                          STATION DESCRIPTION
 FB1162
 FB1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1162'2.3 MI N FROM NEWPORT.
 FB1162'ABOUT 2.3 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1162'FROM THE STATION AT NEWPORT, 0.25 MILE SOUTH OF MILEPOST 209, 20
 FB1162'FEET WEST OF THE WEST RAIL OF THE TRACK, SET IN THE TOP AND 10
 FB1162'INCHES NORTHEAST OF THE SOUTHWEST EDGE OF A ROCK OUTCROP, 10
 FB1162'FEET WEST OF THE NORTH END OF THE CONCRETE ABUTMENT OF A STEEL
 FB1162'RAILROAD BRIDGE OVER SINKING CREEK, 14 1/2 FEET WEST OF THE NORTH
 FB1162'END OF THE WEST STEEL GIRDER OF THE BRIDGE, ABOUT 1/2 FOOT BELOW
 FB1162'THE LEVEL OF THE ABUTMENT OF THE BRIDGE, AND ABOUT 6 1/2 FEET
 FB1162'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1585 ***********************************************************************
 GC1585  DESIGNATION -  J 166
 GC1585  PID         -  GC1585
 GC1585  STATE/COUNTY-  TN/STEWART
 GC1585  USGS QUAD   -  STANDING ROCK (1986)
 GC1585
 GC1585                         *CURRENT SURVEY CONTROL
 GC1585  ___________________________________________________________________
 GC1585* NAD 83(1986)-  36 27 26.     (N)    087 59 29.     (W)     SCALED    
 GC1585* NAVD 88     -       184.538  (meters)     605.44   (feet)  ADJUSTED  
 GC1585  ___________________________________________________________________
 GC1585  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC1585  DYNAMIC HT  -         184.385 (meters)     604.94  (feet)  COMP
 GC1585  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GC1585
 GC1585  VERT ORDER  -  FIRST     CLASS II
 GC1585
 GC1585.The horizontal coordinates were scaled from a topographic map and have
 GC1585.an estimated accuracy of +/- 6 seconds.
 GC1585
 GC1585.The orthometric height was determined by differential leveling
 GC1585.and adjusted by the National Geodetic Survey in June 1991..
 GC1585
 GC1585.The geoid height was determined by GEOID03.
 GC1585
 GC1585.The dynamic height is computed by dividing the NAVD 88
 GC1585.geopotential number by the normal gravity value computed on the
 GC1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1585.degrees latitude (g = 980.6199 gals.).
 GC1585
 GC1585.The modeled gravity was interpolated from observed gravity values.
 GC1585
 GC1585;                    North         East    Units  Estimated Accuracy
 GC1585;SPC TN       -   237,470.      421,500.      MT  (+/- 180 meters Scaled)
 GC1585
 GC1585                          SUPERSEDED SURVEY CONTROL
 GC1585
 GC1585  NGVD 29 (??/??/92)  184.578  (m)          605.57   (f) ADJ UNCH    1 2
 GC1585
 GC1585.Superseded values are not recommended for survey control.
 GC1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1585.See file dsdata.txt to determine how the superseded data were derived.
 GC1585
 GC1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF111351(NAD 83)
 GC1585_MARKER: DB = BENCH MARK DISK
 GC1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1585_SP_SET: SQUARE CONCRETE MONUMENT
 GC1585_STAMPING: J 166 1947
 GC1585_MARK LOGO: CGS   
 GC1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1585+STABILITY: SURFACE MOTION
 GC1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1585+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1987
 GC1585
 GC1585  HISTORY     - Date     Condition        Report By
 GC1585  HISTORY     - 1947     MONUMENTED       CGS
 GC1585  HISTORY     - 1972     GOOD             TVA
 GC1585  HISTORY     - 19870617 GOOD             LOCENG
 GC1585
 GC1585                          STATION DESCRIPTION
 GC1585
 GC1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1585'10.4 MI W FROM DOVER.
 GC1585'10.4 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE AT
 GC1585'DOVER, ABOUT 0.7 MILE WEST OF THE SCARBOROUGH GENERAL STORE AND
 GC1585'THE JUNCTION OF THE T.V.A. ROAD LEADING SOUTH TO MC KINNON, ABOUT
 GC1585'0.6 MILE EAST OF THE WOFFORD CHURCH AND CEMETERY, AT A CURVE
 GC1585'WITH TANGENTS LEADING NORTHWEST AND NORTHEAST, 79 FEET
 GC1585'SOUTH-SOUTHEAST ACROSS THE HIGHWAY FROM A 14-INCH BLAZED HICKORY
 GC1585'TREE, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 GC1585'NORTHEAST OF AN 8-INCH BLAZED OAK TREE, 12.5 FEET WEST OF ANOTHER
 GC1585'8-INCH BLAZED OAK TREE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 GC1585'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1585'NOTE-- POST AND SIGN SET AT MONUMENT.  12.9 W TO 14 IN POST OAK.
 GC1585'17.8 SW TO 16 IN POST OAK.
 GC1585
 GC1585                          STATION RECOVERY (1972)
 GC1585
 GC1585'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1585'RECOVERED IN GOOD CONDITION.
 GC1585
 GC1585                          STATION RECOVERY (1987)
 GC1585
 GC1585'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1613 ***********************************************************************
 GC1613  DESIGNATION -  J 167
 GC1613  PID         -  GC1613
 GC1613  STATE/COUNTY-  TN/HOUSTON
 GC1613  USGS QUAD   -  STEWART (1982)
 GC1613
 GC1613                         *CURRENT SURVEY CONTROL
 GC1613  ___________________________________________________________________
 GC1613* NAD 83(1986)-  36 15 39.     (N)    087 50 23.     (W)     SCALED    
 GC1613* NAVD 88     -       118.962  (meters)     390.29   (feet)  ADJUSTED  
 GC1613  ___________________________________________________________________
 GC1613  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GC1613  DYNAMIC HT  -         118.862 (meters)     389.97  (feet)  COMP
 GC1613  MODELED GRAV-     979,794.5   (mgal)                       NAVD 88
 GC1613
 GC1613  VERT ORDER  -  FIRST     CLASS II
 GC1613
 GC1613.The horizontal coordinates were scaled from a topographic map and have
 GC1613.an estimated accuracy of +/- 6 seconds.
 GC1613
 GC1613.The orthometric height was determined by differential leveling
 GC1613.and adjusted by the National Geodetic Survey in June 1991..
 GC1613
 GC1613.The geoid height was determined by GEOID03.
 GC1613
 GC1613.The dynamic height is computed by dividing the NAVD 88
 GC1613.geopotential number by the normal gravity value computed on the
 GC1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1613.degrees latitude (g = 980.6199 gals.).
 GC1613
 GC1613.The modeled gravity was interpolated from observed gravity values.
 GC1613
 GC1613;                    North         East    Units  Estimated Accuracy
 GC1613;SPC TN       -   215,410.      434,690.      MT  (+/- 180 meters Scaled)
 GC1613
 GC1613                          SUPERSEDED SURVEY CONTROL
 GC1613
 GC1613  NGVD 29 (??/??/92)  118.996  (m)          390.41   (f) ADJ UNCH    1 2
 GC1613
 GC1613.Superseded values are not recommended for survey control.
 GC1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1613.See file dsdata.txt to determine how the superseded data were derived.
 GC1613
 GC1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF245132(NAD 83)
 GC1613_MARKER: DB = BENCH MARK DISK
 GC1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1613_STAMPING: J 167 1947
 GC1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1613+STABILITY: SURFACE MOTION
 GC1613
 GC1613  HISTORY     - Date     Condition        Report By
 GC1613  HISTORY     - 1947     MONUMENTED       CGS
 GC1613  HISTORY     - 1972     GOOD             TVA
 GC1613  HISTORY     - 1987     GOOD             USPSQD
 GC1613
 GC1613                          STATION DESCRIPTION
 GC1613
 GC1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1613'8.6 MI S FROM MC KINNON.
 GC1613'8.6 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1613'METHODIST CHURCH AT MC KINNON, AT NEW HOPE CHURCH, ABOUT 100
 GC1613'YARDS SOUTH OF THE JUNCTION OF THE MAIN EAST-AND-WEST GRAVEL
 GC1613'ROAD AND A GRAVEL ROAD LEADING SOUTH, 61 FEET SOUTHEAST OF THE
 GC1613'SOUTHEAST CORNER OF THE CONCRETE CURB AROUND A WELL, 3.5 FEET
 GC1613'EAST OF THE NORTHEAST CORNER OF THE LOG CHURCH, ABOUT LEVEL WITH
 GC1613'THE ROAD LEADING SOUTH, AND IN THE TOP OF A CONCRETE POST
 GC1613'PROJECTING ABOUT 4 INCHES.  NOTE-- 100 FT W OF INTERSECTION OF
 GC1613'BLACKTOP ROAD AND DRAIN.  73.2 S 40 W FROM HIGHWAY RIGHT-OF-WAY
 GC1613'MARKER.  62.0 S 50 E FROM THE SE CORNER OF A CONCRETE CURB
 GC1613'AROUND A WELL.  3.5 SE FROM A 3 IN APPLE TREE 4.0 E OF THE NE
 GC1613'CORNER OF THE LOG CHURCH.  STATION IS FLUSH WITH GROUND.
 GC1613
 GC1613                          STATION RECOVERY (1972)
 GC1613
 GC1613'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1613'RECOVERED IN GOOD CONDITION.
 GC1613
 GC1613                          STATION RECOVERY (1987)
 GC1613
 GC1613'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1583 ***********************************************************************
 GC1583  DESIGNATION -  J 168
 GC1583  PID         -  GC1583
 GC1583  STATE/COUNTY-  TN/HUMPHREYS
 GC1583  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1583
 GC1583                         *CURRENT SURVEY CONTROL
 GC1583  ___________________________________________________________________
 GC1583* NAD 83(1986)-  36 01 04.     (N)    087 59 53.     (W)     SCALED    
 GC1583* NAVD 88     -       118.449  (meters)     388.61   (feet)  ADJUSTED  
 GC1583  ___________________________________________________________________
 GC1583  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GC1583  DYNAMIC HT  -         118.348 (meters)     388.28  (feet)  COMP
 GC1583  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 GC1583
 GC1583  VERT ORDER  -  FIRST     CLASS II
 GC1583
 GC1583.The horizontal coordinates were scaled from a topographic map and have
 GC1583.an estimated accuracy of +/- 6 seconds.
 GC1583
 GC1583.The orthometric height was determined by differential leveling
 GC1583.and adjusted by the National Geodetic Survey in June 1991..
 GC1583
 GC1583.The geoid height was determined by GEOID03.
 GC1583
 GC1583.The dynamic height is computed by dividing the NAVD 88
 GC1583.geopotential number by the normal gravity value computed on the
 GC1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1583.degrees latitude (g = 980.6199 gals.).
 GC1583
 GC1583.The modeled gravity was interpolated from observed gravity values.
 GC1583
 GC1583;                    North         East    Units  Estimated Accuracy
 GC1583;SPC TN       -   188,730.      419,910.      MT  (+/- 180 meters Scaled)
 GC1583
 GC1583                          SUPERSEDED SURVEY CONTROL
 GC1583
 GC1583  NGVD 29 (??/??/92)  118.481  (m)          388.72   (f) ADJ UNCH    1 2
 GC1583
 GC1583.Superseded values are not recommended for survey control.
 GC1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1583.See file dsdata.txt to determine how the superseded data were derived.
 GC1583
 GC1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE100863(NAD 83)
 GC1583_MARKER: DB = BENCH MARK DISK
 GC1583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1583_SP_SET: BRIDGE
 GC1583_STAMPING: J 168 1947
 GC1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1583
 GC1583  HISTORY     - Date     Condition        Report By
 GC1583  HISTORY     - UNK      MONUMENTED       TVA
 GC1583  HISTORY     - 1947     GOOD             NGS
 GC1583
 GC1583                          STATION DESCRIPTION
 GC1583
 GC1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1583'0.9 MI W FROM JOHNSONVILLE.
 GC1583'0.9 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1583'RAILWAY FROM THE STATION AT JOHNSONVILLE, AT THE EAST END OF THE
 GC1583'RAILWAY BRIDGE OVER TENNESSEE RIVER, 25 FEET WEST OF THE SECOND
 GC1583'POLE WEST OF POLE 80/10, IN THE TOP OF THE EAST END OF THE NORTH
 GC1583'RETAINING WALL OF THE EAST ABUTMENT, 6 FEET NORTH OF THE NORTH
 GC1583'RAIL, AND ABOUT LEVEL WITH THE TRACK.  NOTE-- THIS BENCH MARK
 GC1583'WAS RECOVERED AND STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0108 ***********************************************************************
 FE0108  DESIGNATION -  J 169
 FE0108  PID         -  FE0108
 FE0108  STATE/COUNTY-  TN/DECATUR
 FE0108  USGS QUAD   -  JEANNETTE (1986)
 FE0108
 FE0108                         *CURRENT SURVEY CONTROL
 FE0108  ___________________________________________________________________
 FE0108* NAD 83(1986)-  35 40 09.     (N)    088 07 12.     (W)     SCALED    
 FE0108* NAVD 88     -       170.871  (meters)     560.60   (feet)  ADJUSTED  
 FE0108  ___________________________________________________________________
 FE0108  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0108  DYNAMIC HT  -         170.722 (meters)     560.11  (feet)  COMP
 FE0108  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 FE0108
 FE0108  VERT ORDER  -  FIRST     CLASS II
 FE0108
 FE0108.The horizontal coordinates were scaled from a topographic map and have
 FE0108.an estimated accuracy of +/- 6 seconds.
 FE0108
 FE0108.The orthometric height was determined by differential leveling
 FE0108.and adjusted by the National Geodetic Survey in June 1991..
 FE0108
 FE0108.The geoid height was determined by GEOID03.
 FE0108
 FE0108.The dynamic height is computed by dividing the NAVD 88
 FE0108.geopotential number by the normal gravity value computed on the
 FE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0108.degrees latitude (g = 980.6199 gals.).
 FE0108
 FE0108.The modeled gravity was interpolated from observed gravity values.
 FE0108
 FE0108;                    North         East    Units  Estimated Accuracy
 FE0108;SPC TN       -   150,290.      408,080.      MT  (+/- 180 meters Scaled)
 FE0108
 FE0108                          SUPERSEDED SURVEY CONTROL
 FE0108
 FE0108  NGVD 29 (??/??/??)  170.886  (m)          560.65   (f) ADJUSTED    1 2
 FE0108
 FE0108.Superseded values are not recommended for survey control.
 FE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0108.See file dsdata.txt to determine how the superseded data were derived.
 FE0108
 FE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE986478(NAD 83)
 FE0108_MARKER: DD = SURVEY DISK
 FE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0108_STAMPING: J 169 1947
 FE0108_MARK LOGO: TVA   
 FE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0108+STABILITY: SURFACE MOTION
 FE0108
 FE0108  HISTORY     - Date     Condition        Report By
 FE0108  HISTORY     - 1947     MONUMENTED       TVA
 FE0108  HISTORY     - 1947     GOOD             CGS
 FE0108
 FE0108                          STATION DESCRIPTION
 FE0108
 FE0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0108'1.4 MI N FROM PARSONS.
 FE0108'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0108'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0108'ABOUT 0.85 MILE SOUTH OF MOUNT JOY SCHOOL, 82 FEET EAST OF THE
 FE0108'EAST CORNER OF AN IMITATION STONE FARMHOUSE, 20 FEET SOUTHWEST
 FE0108'OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTH OF AN 8-INCH
 FE0108'BLAZED OAK TREE, 30 FEET NORTHEAST OF A 10-INCH BLAZED OAK
 FE0108'TREE, 3.5 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHEAST
 FE0108'OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 FE0108'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0108'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0398 ***********************************************************************
 FF0398  DESIGNATION -  J 17
 FF0398  PID         -  FF0398
 FF0398  STATE/COUNTY-  TN/SHELBY
 FF0398  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0398
 FF0398                         *CURRENT SURVEY CONTROL
 FF0398  ___________________________________________________________________
 FF0398* NAD 83(1986)-  35 05 03.     (N)    090 03 12.     (W)     SCALED    
 FF0398* NAVD 88     -        72.398  (meters)     237.53   (feet)  ADJUSTED  
 FF0398  ___________________________________________________________________
 FF0398  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0398  DYNAMIC HT  -          72.332 (meters)     237.31  (feet)  COMP
 FF0398  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FF0398
 FF0398  VERT ORDER  -  SECOND    CLASS 0
 FF0398
 FF0398.The horizontal coordinates were scaled from a topographic map and have
 FF0398.an estimated accuracy of +/- 6 seconds.
 FF0398
 FF0398.The orthometric height was determined by differential leveling
 FF0398.and adjusted by the National Geodetic Survey in June 1991..
 FF0398
 FF0398.The geoid height was determined by GEOID03.
 FF0398
 FF0398.The dynamic height is computed by dividing the NAVD 88
 FF0398.geopotential number by the normal gravity value computed on the
 FF0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0398.degrees latitude (g = 980.6199 gals.).
 FF0398
 FF0398.The modeled gravity was interpolated from observed gravity values.
 FF0398
 FF0398;                    North         East    Units  Estimated Accuracy
 FF0398;SPC TN       -    90,960.      230,450.      MT  (+/- 180 meters Scaled)
 FF0398
 FF0398                          SUPERSEDED SURVEY CONTROL
 FF0398
 FF0398  NGVD 29 (??/??/??)   72.364  (m)          237.41   (f) ADJUSTED    2 0
 FF0398
 FF0398.Superseded values are not recommended for survey control.
 FF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0398.See file dsdata.txt to determine how the superseded data were derived.
 FF0398
 FF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU686863(NAD 83)
 FF0398_MARKER: DB = BENCH MARK DISK
 FF0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0398_STAMPING: J 17 1934
 FF0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0398+STABILITY: SURFACE MOTION
 FF0398
 FF0398  HISTORY     - Date     Condition        Report By
 FF0398  HISTORY     - 1934     MONUMENTED       CGS
 FF0398  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0398
 FF0398                          STATION DESCRIPTION
 FF0398
 FF0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0398'AT MEMPHIS.
 FF0398'AT MEMPHIS, SHELBY COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, TWO
 FF0398'BLOCKS SOUTH OF MALLORY AVENUE, 670 FEET SOUTH OF INTERNATIONAL
 FF0398'SUGAR FEED COMPANY PLANT 2, 75 FEET EAST OF THE CENTERLINE OF
 FF0398'THE MAIN TRACK, AND 42 FEET SOUTH OF THE CENTERLINE OF A
 FF0398'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED J 17 1934 AND
 FF0398'SET IN THE TOP OF A CONCRETE POST.
 FF0398
 FF0398                          STATION RECOVERY (1974)
 FF0398
 FF0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1259 ***********************************************************************
 FD1259  DESIGNATION -  J 170
 FD1259  PID         -  FD1259
 FD1259  STATE/COUNTY-  TN/PERRY
 FD1259  USGS QUAD   -  POPE (1973)
 FD1259
 FD1259                         *CURRENT SURVEY CONTROL
 FD1259  ___________________________________________________________________
 FD1259* NAD 83(1986)-  35 30 47.     (N)    087 55 44.     (W)     SCALED    
 FD1259* NAVD 88     -       145.883  (meters)     478.62   (feet)  ADJUSTED  
 FD1259  ___________________________________________________________________
 FD1259  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1259  DYNAMIC HT  -         145.749 (meters)     478.18  (feet)  COMP
 FD1259  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 FD1259
 FD1259  VERT ORDER  -  FIRST     CLASS II
 FD1259
 FD1259.The horizontal coordinates were scaled from a topographic map and have
 FD1259.an estimated accuracy of +/- 6 seconds.
 FD1259
 FD1259.The orthometric height was determined by differential leveling
 FD1259.and adjusted by the National Geodetic Survey in June 1991..
 FD1259
 FD1259.The geoid height was determined by GEOID03.
 FD1259
 FD1259.The dynamic height is computed by dividing the NAVD 88
 FD1259.geopotential number by the normal gravity value computed on the
 FD1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1259.degrees latitude (g = 980.6199 gals.).
 FD1259
 FD1259.The modeled gravity was interpolated from observed gravity values.
 FD1259
 FD1259;                    North         East    Units  Estimated Accuracy
 FD1259;SPC TN       -   132,610.      425,040.      MT  (+/- 180 meters Scaled)
 FD1259
 FD1259                          SUPERSEDED SURVEY CONTROL
 FD1259
 FD1259  NGVD 29 (??/??/92)  145.890  (m)          478.64   (f) ADJ UNCH    1 2
 FD1259
 FD1259.Superseded values are not recommended for survey control.
 FD1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1259.See file dsdata.txt to determine how the superseded data were derived.
 FD1259
 FD1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE157303(NAD 83)
 FD1259_MARKER: DD = SURVEY DISK
 FD1259_SETTING: 66 = SET IN ROCK OUTCROP
 FD1259_SP_SET: SET IN ROCK OUTCROP
 FD1259_STAMPING: J 170 1947
 FD1259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1259+STABILITY: POSITION/ELEVATION WELL
 FD1259
 FD1259  HISTORY     - Date     Condition        Report By
 FD1259  HISTORY     - 1947     MONUMENTED       CGS
 FD1259  HISTORY     - 1975     GOOD             TVA
 FD1259
 FD1259                          STATION DESCRIPTION
 FD1259
 FD1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FD1259'13.2 MI NE FROM CLIFTON.
 FD1259'ABOUT 13.2 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1259'HOTEL AT CLIFTON, ABOUT 110 YARDS SOUTHEAST OF THE JUNCTION OF A
 FD1259'DIRT ROAD LEADING SOUTHWEST, SET IN THE TOP OF A PROJECTING  OF
 FD1259'ROCK OUTCROP, 45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FD1259'362 FEET NORTH-NORTHEAST OF A T FENCE CORNER POST IN THE
 FD1259'SOUTHWEST RIGHT-OF-WAY FENCE, 22 FEET EAST OF A 16-INCH TRIANGULAR
 FD1259'BLAZED OAK TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FD1259'4 FEET ABOVE THE ROAD AND SET IN A DRILL HOLE.
 FD1259
 FD1259                          STATION RECOVERY (1975)
 FD1259
 FD1259'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1259'DESC OF MARKER GOOD, EXCEPT. DELETE THE FOLLOWING PORTIONS-- 1. 362
 FD1259'FT. N NE OF A T FENCE COR POST IN SW R/W FENCE 2. 22 FT. E OF A 16
 FD1259'IN. TRIANGULAR BLAZED OAK TREE. 3. 45 FT. NE OF C/L OF ROAD. ADD TO
 FD1259'DESC. 30 FT. NE OF C/L OF BLACK TOP ROAD. ADD NEW REFS. 6.3 N15E TO 4
 FD1259'IN. CEDAR 8.0 S75E TO 3 IN. CEDAR 13.8 S30E TO 3 IN. CEDAR NO FENCE
 FD1259'POST SET DUE TO ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0252 ***********************************************************************
 FE0252  DESIGNATION -  J 171
 FE0252  PID         -  FE0252
 FE0252  STATE/COUNTY-  TN/HARDIN
 FE0252  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0252
 FE0252                         *CURRENT SURVEY CONTROL
 FE0252  ___________________________________________________________________
 FE0252* NAD 83(1986)-  35 10 47.     (N)    088 19 36.     (W)     SCALED    
 FE0252* NAVD 88     -       120.623  (meters)     395.74   (feet)  ADJUSTED  
 FE0252  ___________________________________________________________________
 FE0252  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE0252  DYNAMIC HT  -         120.513 (meters)     395.38  (feet)  COMP
 FE0252  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FE0252
 FE0252  VERT ORDER  -  FIRST     CLASS II
 FE0252
 FE0252.The horizontal coordinates were scaled from a topographic map and have
 FE0252.an estimated accuracy of +/- 6 seconds.
 FE0252
 FE0252.The orthometric height was determined by differential leveling
 FE0252.and adjusted by the National Geodetic Survey in June 1991..
 FE0252
 FE0252.The geoid height was determined by GEOID03.
 FE0252
 FE0252.The dynamic height is computed by dividing the NAVD 88
 FE0252.geopotential number by the normal gravity value computed on the
 FE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0252.degrees latitude (g = 980.6199 gals.).
 FE0252
 FE0252.The modeled gravity was interpolated from observed gravity values.
 FE0252
 FE0252;                    North         East    Units  Estimated Accuracy
 FE0252;SPC TN       -    96,430.      388,090.      MT  (+/- 180 meters Scaled)
 FE0252
 FE0252                          SUPERSEDED SURVEY CONTROL
 FE0252
 FE0252  NGVD 29 (??/??/??)  120.632  (m)          395.77   (f) ADJUSTED    1 2
 FE0252
 FE0252.Superseded values are not recommended for survey control.
 FE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0252.See file dsdata.txt to determine how the superseded data were derived.
 FE0252
 FE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD792937(NAD 83)
 FE0252_MARKER: DD = SURVEY DISK
 FE0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0252_SP_SET: BRIDGE
 FE0252_STAMPING: J 171 1947
 FE0252_MARK LOGO: TVA   
 FE0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0252
 FE0252  HISTORY     - Date     Condition        Report By
 FE0252  HISTORY     - 1947     MONUMENTED       TVA
 FE0252  HISTORY     - 1947     GOOD             CGS
 FE0252  HISTORY     - 1949     GOOD             CGS
 FE0252
 FE0252                          STATION DESCRIPTION
 FE0252
 FE0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0252'2.9 MI S FROM CRUMP.
 FE0252'2.9 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE METHODIST CHURCH
 FE0252'AND CEMETERY AT CRUMP, ABOUT 3.0 MILES NORTHWEST OF THE POST
 FE0252'OFFICE AT PITTSBURG LANDING, SET IN THE TOP OF THE CONCRETE
 FE0252'BASE OF THE WEST CONCRETE BRIDGE RAILING AT THE SOUTH END OF A
 FE0252'230-FOOT CONCRETE BRIDGE, 10 FEET WEST OF THE CENTER LINE OF THE
 FE0252'HIGHWAY, 15 FEET NORTH OF THE SOUTH END OF THE BRIDGE, AND
 FE0252'ABOUT 0.5 FOOT ABOVE THE BRIDGE FLOOR.
 FE0252
 FE0252                          STATION RECOVERY (1949)
 FE0252
 FE0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1325 ***********************************************************************
 GC1325  DESIGNATION -  J 172
 GC1325  PID         -  GC1325
 GC1325  STATE/COUNTY-  TN/CHEATHAM
 GC1325  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1325
 GC1325                         *CURRENT SURVEY CONTROL
 GC1325  ___________________________________________________________________
 GC1325* NAD 83(1986)-  36 06 33.     (N)    087 05 18.     (W)     SCALED    
 GC1325* NAVD 88     -       158.282  (meters)     519.30   (feet)  ADJUSTED  
 GC1325  ___________________________________________________________________
 GC1325  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC1325  DYNAMIC HT  -         158.146 (meters)     518.85  (feet)  COMP
 GC1325  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 GC1325
 GC1325  VERT ORDER  -  FIRST     CLASS II
 GC1325
 GC1325.The horizontal coordinates were scaled from a topographic map and have
 GC1325.an estimated accuracy of +/- 6 seconds.
 GC1325
 GC1325.The orthometric height was determined by differential leveling
 GC1325.and adjusted by the National Geodetic Survey in June 1991..
 GC1325
 GC1325.The geoid height was determined by GEOID03.
 GC1325
 GC1325.The dynamic height is computed by dividing the NAVD 88
 GC1325.geopotential number by the normal gravity value computed on the
 GC1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1325.degrees latitude (g = 980.6199 gals.).
 GC1325
 GC1325.The modeled gravity was interpolated from observed gravity values.
 GC1325
 GC1325;                    North         East    Units  Estimated Accuracy
 GC1325;SPC TN       -   197,570.      502,010.      MT  (+/- 180 meters Scaled)
 GC1325
 GC1325                          SUPERSEDED SURVEY CONTROL
 GC1325
 GC1325  NGVD 29 (??/??/92)  158.305  (m)          519.37   (f) ADJ UNCH    1 2
 GC1325
 GC1325.Superseded values are not recommended for survey control.
 GC1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1325.See file dsdata.txt to determine how the superseded data were derived.
 GC1325
 GC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE920960(NAD 83)
 GC1325_MARKER: DB = BENCH MARK DISK
 GC1325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1325_SP_SET: CULVERT
 GC1325_STAMPING: J 172 1948
 GC1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1325
 GC1325  HISTORY     - Date     Condition        Report By
 GC1325  HISTORY     - 1948     MONUMENTED       CGS
 GC1325
 GC1325                          STATION DESCRIPTION
 GC1325
 GC1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1325'2.2 MI W FROM PEGRAM.
 GC1325'2.25 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1325'RAILWAY FROM THE STATION AT PEGRAM, ABOUT 1.95 MILES EAST OF THE
 GC1325'STATION AT KINGSTON SPRINGS, 4 RAILS SOUTHWEST OF MILE POST
 GC1325'22, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GC1325'CONCRETE HEAD WALL OF A 2-FOOT CONCRETE CULVERT, 13 FEET SOUTHEAST
 GC1325'OF THE SOUTHEAST RAIL AND ABOUT 5 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0740 ***********************************************************************
 FE0740  DESIGNATION -  J 173
 FE0740  PID         -  FE0740
 FE0740  STATE/COUNTY-  TN/MADISON
 FE0740  USGS QUAD   -  WESTOVER (1981)
 FE0740
 FE0740                         *CURRENT SURVEY CONTROL
 FE0740  ___________________________________________________________________
 FE0740* NAD 83(1995)-  35 36 07.54329(N)    088 55 16.86817(W)     ADJUSTED  
 FE0740* NAVD 88     -       125.949  (meters)     413.22   (feet)  ADJUSTED  
 FE0740  ___________________________________________________________________
 FE0740  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 FE0740  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0740  DYNAMIC HT  -         125.836 (meters)     412.85  (feet)  COMP
 FE0740  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 FE0740
 FE0740  HORZ ORDER  -  SECOND
 FE0740  VERT ORDER  -  FIRST     CLASS II
 FE0740
 FE0740.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 FE0740
 FE0740.The horizontal coordinates were established by classical geodetic methods
 FE0740.and adjusted by the National Geodetic Survey in April 1999..
 FE0740
 FE0740.The orthometric height was determined by differential leveling
 FE0740.and adjusted by the National Geodetic Survey in June 1991..
 FE0740
 FE0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0740
 FE0740.The geoid height was determined by GEOID03.
 FE0740
 FE0740.The dynamic height is computed by dividing the NAVD 88
 FE0740.geopotential number by the normal gravity value computed on the
 FE0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0740.degrees latitude (g = 980.6199 gals.).
 FE0740
 FE0740.The modeled gravity was interpolated from observed gravity values.
 FE0740
 FE0740;                    North         East     Units Scale Factor Converg.
 FE0740;SPC TN       -   144,718.414   335,334.105   MT  0.99995655   -1 42 37.0
 FE0740;SPC TN       -   474,797.00  1,100,175.31   sFT  0.99995655   -1 42 37.0
 FE0740;UTM  16      - 3,941,515.674   325,956.776   MT  0.99997329   -1 07 07.7
 FE0740
 FE0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0740!SPC TN       -   0.99998465  x   0.99995655  =   0.99994121
 FE0740!UTM  16      -   0.99998465  x   0.99997329  =   0.99995795
 FE0740
 FE0740                          SUPERSEDED SURVEY CONTROL
 FE0740
 FE0740  NAD 83(1995)-  35 36 07.54837(N)    088 55 16.87248(W) AD(       ) 2
 FE0740  NAD 83(1986)-  35 36 07.55488(N)    088 55 16.86900(W) AD(       ) 2
 FE0740  NAD 27      -  35 36 07.28400(N)    088 55 16.65020(W) AD(       ) 2
 FE0740  NGVD 29 (??/??/??)  125.985  (m)          413.34   (f) ADJUSTED    1 2
 FE0740
 FE0740.Superseded values are not recommended for survey control.
 FE0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0740.See file dsdata.txt to determine how the superseded data were derived.
 FE0740
 FE0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2595741516(NAD 83)
 FE0740_MARKER: DB = BENCH MARK DISK
 FE0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0740_SP_SET: BUILDING
 FE0740_STAMPING: J 173 1948
 FE0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0740+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0740
 FE0740  HISTORY     - Date     Condition        Report By
 FE0740  HISTORY     - 1948     MONUMENTED       CGS
 FE0740  HISTORY     - 1958     GOOD             CGS
 FE0740  HISTORY     - 1965     GOOD             CGS
 FE0740  HISTORY     - 1968     GOOD             CGS
 FE0740  HISTORY     - 1968     GOOD             CGS
 FE0740  HISTORY     - 1983     GOOD             USGS
 FE0740  HISTORY     - 20020910 GOOD             USACE
 FE0740
 FE0740                          STATION DESCRIPTION
 FE0740
 FE0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0740'6.1 MI W FROM JACKSON.
 FE0740'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE
 FE0740'AT JACKSON, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG DRIVES IN
 FE0740'MC KELLAR FIELD, AT MC KELLAR FIELD, SET IN THE TOP OF THE NORTH
 FE0740'END OF THE CONCRETE DOOR SILL AT THE EAST ENTRANCE TO A LARGE
 FE0740'METAL HANGAR, 87 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 FE0740'A BUILDING HOUSING WEATHER BUREAU HEADQUARTERS, C.A.A. OFFICE
 FE0740'AND CONTROL TOWER, 1 FOOT SOUTH OF THE DOOR FACING AND ABOUT LEVEL
 FE0740'WITH THE CONCRETE TAXI-WAY.
 FE0740
 FE0740                          STATION RECOVERY (1958)
 FE0740
 FE0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE0740'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 FE0740'SQUARE IN JACKSON, GO WEST ON U.S. HIGHWAY 70 AND STATE
 FE0740'HIGHWAY 20 FOR 0.6 MILE TO THEIR JUNCTION. CONTINUE WESTERLY ON
 FE0740'HIGHWAY 70 FOR 5.0 MILES TO TT 39 (TVA) MARK ON THE LEFT.
 FE0740'CONTINUE WEST ON HIGHWAY 70 FOR 0.65 MILE TO A SIDE ROAD LEFT, JUST
 FE0740'AFTER PASSING BRICK STORE AND SERVICE STATION ON THE LEFT.
 FE0740'TURN LEFT AND GO SOUTH ON PAVED ROAD FOR 0.25 MILE TO A SIDE ROAD
 FE0740'LEFT. TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.1 MILE TO
 FE0740'A SHARP CURVE RIGHT. TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO
 FE0740'SHARP CURVE LEFT. TURN LEFT AND GO EAST 0.15 MILE TO THE
 FE0740'SOUTHEAST CORNER OF A HANGAR AND THE STATION ON THE LEFT.
 FE0740'
 FE0740'BENCH MARK J-173 WAS USED AS REFERENCE MARK 2 FOR STATION MCKELLER.
 FE0740'IT IS 16 FEET SOUTH OF
 FE0740'THE NORTHEAST CORNER OF THE HANGAR AND 1 FOOT SOUTH OF THE
 FE0740'NORTH EDGE OF THE NORTH DOORWAY. THE MARK IS A STANDARD U.S. COAST
 FE0740'AND GEODETIC SURVEY BENCH MARK DISK STAMPED J-173 1948 SET
 FE0740'IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE NORTH DOORWAY TO THE
 FE0740'HANGAR.
 FE0740
 FE0740                          STATION RECOVERY (1965)
 FE0740
 FE0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE0740'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FE0740'ORIGINAL DESCRIPTION IS FOUND IN QUAD 350884, STATION 1050.
 FE0740
 FE0740                          STATION RECOVERY (1968)
 FE0740
 FE0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 FE0740'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 FE0740'DESCRIBED.
 FE0740'
 FE0740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MCKELLAR
 FE0740'FIELD.
 FE0740
 FE0740                          STATION RECOVERY (1968)
 FE0740
 FE0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FE0740'RECOVERED IN GOOD CONDITION.
 FE0740
 FE0740                          STATION RECOVERY (1983)
 FE0740
 FE0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 FE0740'RECOVERED IN GOOD CONDITION.
 FE0740
 FE0740                          STATION RECOVERY (2002)
 FE0740
 FE0740'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0740'PERMISSION NEEDED FROM AIRPORT ADMINISTRATOR TO ACCESS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0688 ***********************************************************************
 FE0688  DESIGNATION -  J 174
 FE0688  PID         -  FE0688
 FE0688  STATE/COUNTY-  TN/GIBSON
 FE0688  USGS QUAD   -  ATWOOD (1983)
 FE0688
 FE0688                         *CURRENT SURVEY CONTROL
 FE0688  ___________________________________________________________________
 FE0688* NAD 83(1986)-  35 56 24.     (N)    088 44 55.     (W)     SCALED    
 FE0688* NAVD 88     -       127.287  (meters)     417.61   (feet)  ADJUSTED  
 FE0688  ___________________________________________________________________
 FE0688  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0688  DYNAMIC HT  -         127.177 (meters)     417.25  (feet)  COMP
 FE0688  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FE0688
 FE0688  VERT ORDER  -  FIRST     CLASS II
 FE0688
 FE0688.The horizontal coordinates were scaled from a topographic map and have
 FE0688.an estimated accuracy of +/- 6 seconds.
 FE0688
 FE0688.The orthometric height was determined by differential leveling
 FE0688.and adjusted by the National Geodetic Survey in June 1991..
 FE0688
 FE0688.The geoid height was determined by GEOID03.
 FE0688
 FE0688.The dynamic height is computed by dividing the NAVD 88
 FE0688.geopotential number by the normal gravity value computed on the
 FE0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0688.degrees latitude (g = 980.6199 gals.).
 FE0688
 FE0688.The modeled gravity was interpolated from observed gravity values.
 FE0688
 FE0688;                    North         East    Units  Estimated Accuracy
 FE0688;SPC TN       -   181,740.      352,030.      MT  (+/- 180 meters Scaled)
 FE0688
 FE0688                          SUPERSEDED SURVEY CONTROL
 FE0688
 FE0688  NGVD 29 (??/??/??)  127.340  (m)          417.78   (f) ADJUSTED    1 2
 FE0688
 FE0688.Superseded values are not recommended for survey control.
 FE0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0688.See file dsdata.txt to determine how the superseded data were derived.
 FE0688
 FE0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE422787(NAD 83)
 FE0688_MARKER: DB = BENCH MARK DISK
 FE0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0688_STAMPING: J 174 1948
 FE0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0688+STABILITY: SURFACE MOTION
 FE0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0688+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0688
 FE0688  HISTORY     - Date     Condition        Report By
 FE0688  HISTORY     - 1948     MONUMENTED       CGS
 FE0688  HISTORY     - 20020910 GOOD             USACE
 FE0688
 FE0688                          STATION DESCRIPTION
 FE0688
 FE0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0688'1.6 MI NE FROM MILAN.
 FE0688'ABOUT 0.55 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0688'RAILROAD FROM THE STATION AT MILAN, THENCE ABOUT 1.05 MILES
 FE0688'NORTH ALONG A GRAVEL ROAD LEADING TO MILAN AIRPORT, AT A
 FE0688'CROSSROAD AND AT THE SOUTHWEST CORNER OF THE SALEM METHODIST
 FE0688'CHURCH YARDS, 32 FEET EAST OF THE CENTER LINE OF THE ROAD
 FE0688'SOUTH, 187 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 70
 FE0688'FEET SOUTHWEST OF A 24-INCH OAK TREE, 79 FEET SOUTH OF A
 FE0688'30-INCH OAK TREE, 257.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FE0688'CORNER OF THE RED BRICK CHURCH BUILDING, 2 FEET SOUTH OF A WHITE
 FE0688'WOODEN WITNESS POST, ABOUT 0.5 FOOT ABOVE THE ROAD AND SET IN THE
 FE0688'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0688
 FE0688                          STATION RECOVERY (2002)
 FE0688
 FE0688'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0577 ***********************************************************************
 FE0577  DESIGNATION -  J 175
 FE0577  PID         -  FE0577
 FE0577  STATE/COUNTY-  TN/MCNAIRY
 FE0577  USGS QUAD   -  PURDY (1984)
 FE0577
 FE0577                         *CURRENT SURVEY CONTROL
 FE0577  ___________________________________________________________________
 FE0577* NAD 83(1986)-  35 09 46.     (N)    088 34 34.     (W)     SCALED    
 FE0577* NAVD 88     -       145.307  (meters)     476.73   (feet)  ADJUSTED  
 FE0577  ___________________________________________________________________
 FE0577  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE0577  DYNAMIC HT  -         145.172 (meters)     476.29  (feet)  COMP
 FE0577  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 FE0577
 FE0577  VERT ORDER  -  FIRST     CLASS II
 FE0577
 FE0577.The horizontal coordinates were scaled from a topographic map and have
 FE0577.an estimated accuracy of +/- 6 seconds.
 FE0577
 FE0577.The orthometric height was determined by differential leveling
 FE0577.and adjusted by the National Geodetic Survey in June 1991..
 FE0577
 FE0577.The geoid height was determined by GEOID03.
 FE0577
 FE0577.The dynamic height is computed by dividing the NAVD 88
 FE0577.geopotential number by the normal gravity value computed on the
 FE0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0577.degrees latitude (g = 980.6199 gals.).
 FE0577
 FE0577.The modeled gravity was interpolated from observed gravity values.
 FE0577
 FE0577;                    North         East    Units  Estimated Accuracy
 FE0577;SPC TN       -    95,120.      365,320.      MT  (+/- 180 meters Scaled)
 FE0577
 FE0577                          SUPERSEDED SURVEY CONTROL
 FE0577
 FE0577  NGVD 29 (??/??/??)  145.302  (m)          476.71   (f) ADJUSTED    1 2
 FE0577
 FE0577.Superseded values are not recommended for survey control.
 FE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0577.See file dsdata.txt to determine how the superseded data were derived.
 FE0577
 FE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD564922(NAD 83)
 FE0577_MARKER: DB = BENCH MARK DISK
 FE0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0577_STAMPING: J 175 1949
 FE0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0577+STABILITY: SURFACE MOTION
 FE0577
 FE0577  HISTORY     - Date     Condition        Report By
 FE0577  HISTORY     - 1949     MONUMENTED       CGS
 FE0577  HISTORY     - 1949     GOOD             CGS
 FE0577  HISTORY     - 1980     POOR             LOCENG
 FE0577  HISTORY     - 1980     POOR             LOCENG
 FE0577
 FE0577                          STATION DESCRIPTION
 FE0577
 FE0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0577'1.1 MI SE FROM SELMER.
 FE0577'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE
 FE0577'AT SELMER, MCNAIRY  COUNTY, AT THE TOP OF A GRADE, 31 FEET SOUTH
 FE0577'OF THE CENTERLINE OF THE HIGHWAY, 130 FEET WEST OF A POWER POLE,
 FE0577'28.5 FEET WEST OF A RIGHT-OF-WAY MARKER, 26 FEET EAST OF A
 FE0577'FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET WEST OF A
 FE0577'STEEL POST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 FE0577'ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD
 FE0577'DISK, STAMPED J 175 1949 AND SET IN THE TOP OF A CONCRETE POST
 FE0577'PROJECTING 4 INCHES ABOVE GROUND.
 FE0577
 FE0577                          STATION RECOVERY (1980)
 FE0577
 FE0577'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 FE0577'MARK RECOVERED IN POOR CONDITION.
 FE0577
 FE0577                          STATION RECOVERY (1980)
 FE0577
 FE0577'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 FE0577'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0878 ***********************************************************************
 FD0878  DESIGNATION -  J 176
 FD0878  PID         -  FD0878
 FD0878  STATE/COUNTY-  TN/LEWIS
 FD0878  USGS QUAD   -  SUMMERTOWN (1976)
 FD0878
 FD0878                         *CURRENT SURVEY CONTROL
 FD0878  ___________________________________________________________________
 FD0878* NAD 83(1986)-  35 26 51.     (N)    087 19 21.     (W)     SCALED    
 FD0878* NAVD 88     -       308.128  (meters)    1010.92   (feet)  ADJUSTED  
 FD0878  ___________________________________________________________________
 FD0878  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0878  DYNAMIC HT  -         307.843 (meters)    1009.98  (feet)  COMP
 FD0878  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 FD0878
 FD0878  VERT ORDER  -  FIRST     CLASS II
 FD0878
 FD0878.The horizontal coordinates were scaled from a topographic map and have
 FD0878.an estimated accuracy of +/- 6 seconds.
 FD0878
 FD0878.The orthometric height was determined by differential leveling
 FD0878.and adjusted by the National Geodetic Survey in June 1991..
 FD0878
 FD0878.The geoid height was determined by GEOID03.
 FD0878
 FD0878.The dynamic height is computed by dividing the NAVD 88
 FD0878.geopotential number by the normal gravity value computed on the
 FD0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0878.degrees latitude (g = 980.6199 gals.).
 FD0878
 FD0878.The modeled gravity was interpolated from observed gravity values.
 FD0878
 FD0878;                    North         East    Units  Estimated Accuracy
 FD0878;SPC TN       -   124,430.      479,940.      MT  (+/- 180 meters Scaled)
 FD0878
 FD0878                          SUPERSEDED SURVEY CONTROL
 FD0878
 FD0878  NGVD 29 (??/??/92)  308.098  (m)         1010.82   (f) ADJ UNCH    1 2
 FD0878
 FD0878.Superseded values are not recommended for survey control.
 FD0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0878.See file dsdata.txt to determine how the superseded data were derived.
 FD0878
 FD0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE707227(NAD 83)
 FD0878_MARKER: DB = BENCH MARK DISK
 FD0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0878_STAMPING: J 176 1949
 FD0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0878+STABILITY: SURFACE MOTION
 FD0878
 FD0878  HISTORY     - Date     Condition        Report By
 FD0878  HISTORY     - 1949     MONUMENTED       CGS
 FD0878  HISTORY     - 1973     GOOD             TVA
 FD0878
 FD0878                          STATION DESCRIPTION
 FD0878
 FD0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0878'2.1 MI NW FROM SUMMERTOWN.
 FD0878'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0878'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION
 FD0878'AT SUMMERTOWN, ABOUT 20 FEET NORTH OF THE LAWRENCE-LEWIS COUNTY
 FD0878'LINE, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT
 FD0878'THE SOUTHEAST END OF A WOODED SECTION, 16 FEET WEST OF A
 FD0878'TRIANGULAR BLAZED 18-INCH OAK TREE, 11 FEET NORTH OF THE CENTER
 FD0878'LINE OF A FIELD ROAD BETWEEN A CULTIVATED FIELD AND THE WOODS,
 FD0878'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FD0878'POST PROJECTING 4 INCHES.  NOTE-- IN YARD OF RESIDENCE OF
 FD0878'CLARENCE C. PIGE.
 FD0878
 FD0878                          STATION RECOVERY (1973)
 FD0878
 FD0878'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0274 ***********************************************************************
 GD0274  DESIGNATION -  J 177
 GD0274  PID         -  GD0274
 GD0274  STATE/COUNTY-  TN/WEAKLEY
 GD0274  USGS QUAD   -  DRESDEN (1981)
 GD0274
 GD0274                         *CURRENT SURVEY CONTROL
 GD0274  ___________________________________________________________________
 GD0274* NAD 83(1986)-  36 17 33.     (N)    088 43 27.     (W)     SCALED    
 GD0274* NAVD 88     -       117.780  (meters)     386.42   (feet)  ADJUSTED  
 GD0274  ___________________________________________________________________
 GD0274  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0274  DYNAMIC HT  -         117.683 (meters)     386.10  (feet)  COMP
 GD0274  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GD0274
 GD0274  VERT ORDER  -  FIRST     CLASS II
 GD0274
 GD0274.The horizontal coordinates were scaled from a topographic map and have
 GD0274.an estimated accuracy of +/- 6 seconds.
 GD0274
 GD0274.The orthometric height was determined by differential leveling
 GD0274.and adjusted by the National Geodetic Survey in June 1991..
 GD0274
 GD0274.The geoid height was determined by GEOID03.
 GD0274
 GD0274.The dynamic height is computed by dividing the NAVD 88
 GD0274.geopotential number by the normal gravity value computed on the
 GD0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0274.degrees latitude (g = 980.6199 gals.).
 GD0274
 GD0274.The modeled gravity was interpolated from observed gravity values.
 GD0274
 GD0274;                    North         East    Units  Estimated Accuracy
 GD0274;SPC TN       -   220,780.      355,330.      MT  (+/- 180 meters Scaled)
 GD0274
 GD0274                          SUPERSEDED SURVEY CONTROL
 GD0274
 GD0274  NGVD 29 (??/??/??)  117.804  (m)          386.50   (f) ADJUSTED    1 2
 GD0274
 GD0274.Superseded values are not recommended for survey control.
 GD0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0274.See file dsdata.txt to determine how the superseded data were derived.
 GD0274
 GD0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF451177(NAD 83)
 GD0274_MARKER: DB = BENCH MARK DISK
 GD0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0274_SP_SET: BRIDGE ABUTMENT
 GD0274_STAMPING: J 177 1949
 GD0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0274
 GD0274  HISTORY     - Date     Condition        Report By
 GD0274  HISTORY     - 1949     MONUMENTED       CGS
 GD0274  HISTORY     - 1967     GOOD             CGS
 GD0274
 GD0274                          STATION DESCRIPTION
 GD0274
 GD0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0274'1.2 MI NW FROM DRESDEN.
 GD0274'ABOUT 1.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 GD0274'ST. LOUIS RAILWAY FROM THE STATION AT DRESDEN, ABOUT 165 YARDS
 GD0274'NORTHWEST OF MILE POST 133, BETWEEN POLES 133/3 AND 133/4, SET
 GD0274'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 GD0274'ABUTMENT OF 120-FOOT TRESTLE NO 133.1 OVER A SMALL CREEK, 7
 GD0274'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.6 FOOT NORTHEAST OF THE
 GD0274'SOUTHWEST END OF THE ABUTMENT AND ABOUT LEVEL WITH THE TRACK.
 GD0274
 GD0274                          STATION RECOVERY (1967)
 GD0274
 GD0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0197 ***********************************************************************
 FD0197  DESIGNATION -  J 178
 FD0197  PID         -  FD0197
 FD0197  STATE/COUNTY-  TN/FRANKLIN
 FD0197  USGS QUAD   -  BEANS CREEK (1975)
 FD0197
 FD0197                         *CURRENT SURVEY CONTROL
 FD0197  ___________________________________________________________________
 FD0197* NAD 83(1986)-  35 04 10.     (N)    086 14 17.     (W)     SCALED    
 FD0197* NAVD 88     -       270.232  (meters)     886.59   (feet)  ADJUSTED  
 FD0197  ___________________________________________________________________
 FD0197  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0197  DYNAMIC HT  -         269.966 (meters)     885.71  (feet)  COMP
 FD0197  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 FD0197
 FD0197  VERT ORDER  -  FIRST     CLASS II
 FD0197
 FD0197.The horizontal coordinates were scaled from a topographic map and have
 FD0197.an estimated accuracy of +/- 6 seconds.
 FD0197
 FD0197.The orthometric height was determined by differential leveling
 FD0197.and adjusted by the National Geodetic Survey in June 1991..
 FD0197
 FD0197.The geoid height was determined by GEOID03.
 FD0197
 FD0197.The dynamic height is computed by dividing the NAVD 88
 FD0197.geopotential number by the normal gravity value computed on the
 FD0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0197.degrees latitude (g = 980.6199 gals.).
 FD0197
 FD0197.The modeled gravity was interpolated from observed gravity values.
 FD0197
 FD0197;                    North         East    Units  Estimated Accuracy
 FD0197;SPC TN       -    81,700.      578,290.      MT  (+/- 180 meters Scaled)
 FD0197
 FD0197                          SUPERSEDED SURVEY CONTROL
 FD0197
 FD0197  NGVD 29 (??/??/92)  270.196  (m)          886.47   (f) ADJ UNCH    1 2
 FD0197
 FD0197.Superseded values are not recommended for survey control.
 FD0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0197.See file dsdata.txt to determine how the superseded data were derived.
 FD0197
 FD0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED694810(NAD 83)
 FD0197_MARKER: DB = BENCH MARK DISK
 FD0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0197_STAMPING: J 178 1949
 FD0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0197+STABILITY: SURFACE MOTION
 FD0197
 FD0197  HISTORY     - Date     Condition        Report By
 FD0197  HISTORY     - 1949     MONUMENTED       CGS
 FD0197
 FD0197                          STATION DESCRIPTION
 FD0197
 FD0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0197'0.8 MI NE FROM BEANS CREEK.
 FD0197'0.75 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0197'RAILWAY FROM THE STATION AT BEANS CREEK, AT A ROAD CROSSING AND
 FD0197'OLD HOUSE SITE, 164 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 FD0197'CROSSING, ABOUT 160 FEET EAST OF POLE NO. 13/20, 72 1/2 FEET
 FD0197'WEST-SOUTHWEST OF A POWER POLE, 33 FEET SOUTH OF THE CENTER LINE
 FD0197'OF THE ROAD, 13 1/2 FEET SOUTHEAST OF A 6-INCH ELM TREE, 8 1/2
 FD0197'FEET EAST-SOUTHEAST OF A 12-INCH CEDAR TREE, 1 1/2 FEET EAST OF A
 FD0197'WHITE WOODEN WITNESS POST, ABOUT 7 FEET BELOW THE TRACK AND SET IN
 FD0197'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0175 ***********************************************************************
 FD0175  DESIGNATION -  J 179
 FD0175  PID         -  FD0175
 FD0175  STATE/COUNTY-  TN/LINCOLN
 FD0175  USGS QUAD   -  FLINTVILLE (1972)
 FD0175
 FD0175                         *CURRENT SURVEY CONTROL
 FD0175  ___________________________________________________________________
 FD0175* NAD 83(1986)-  35 06 06.     (N)    086 27 19.     (W)     SCALED    
 FD0175* NAVD 88     -       250.110  (meters)     820.57   (feet)  ADJUSTED  
 FD0175  ___________________________________________________________________
 FD0175  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FD0175  DYNAMIC HT  -         249.872 (meters)     819.79  (feet)  COMP
 FD0175  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 FD0175
 FD0175  VERT ORDER  -  FIRST     CLASS II
 FD0175
 FD0175.The horizontal coordinates were scaled from a topographic map and have
 FD0175.an estimated accuracy of +/- 6 seconds.
 FD0175
 FD0175.The orthometric height was determined by differential leveling
 FD0175.and adjusted by the National Geodetic Survey in June 1991..
 FD0175
 FD0175.The geoid height was determined by GEOID03.
 FD0175
 FD0175.The dynamic height is computed by dividing the NAVD 88
 FD0175.geopotential number by the normal gravity value computed on the
 FD0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0175.degrees latitude (g = 980.6199 gals.).
 FD0175
 FD0175.The modeled gravity was interpolated from observed gravity values.
 FD0175
 FD0175;                    North         East    Units  Estimated Accuracy
 FD0175;SPC TN       -    85,340.      558,490.      MT  (+/- 180 meters Scaled)
 FD0175
 FD0175                          SUPERSEDED SURVEY CONTROL
 FD0175
 FD0175  NGVD 29 (??/??/92)  250.083  (m)          820.48   (f) ADJ UNCH    1 2
 FD0175
 FD0175.Superseded values are not recommended for survey control.
 FD0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0175.See file dsdata.txt to determine how the superseded data were derived.
 FD0175
 FD0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED496844(NAD 83)
 FD0175_MARKER: DB = BENCH MARK DISK
 FD0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0175_STAMPING: J 179 1949
 FD0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0175+STABILITY: SURFACE MOTION
 FD0175
 FD0175  HISTORY     - Date     Condition        Report By
 FD0175  HISTORY     - 1949     MONUMENTED       CGS
 FD0175  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0175
 FD0175                          STATION DESCRIPTION
 FD0175
 FD0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0175'1.8 MI SE FROM KELSO.
 FD0175'1.75 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND
 FD0175'ST. LOUIS RAILWAY FROM THE STATION AT KELSO, AT A DIM ROAD
 FD0175'CROSSING, ABOUT 0.1 MILE NORTHWEST OF MILE POST 30, 29 1/2 FEET
 FD0175'EAST-SOUTHEAST OF THE CENTER OF THE CROSSING, 30 1/2 FEET
 FD0175'EAST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE ROAD, 19
 FD0175'FEET NORTHEAST OF THE NORTHEAST RAIL, 21 1/2 FEET SOUTHWEST OF
 FD0175'AN 8-INCH CEDAR TREE, 20 FEET SOUTHEAST OF A CROSSING SIGN POST,
 FD0175'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FD0175'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0175'PROJECTING 3 INCHES.
 FD0175
 FD0175                          STATION RECOVERY (2001)
 FD0175
 FD0175'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0222 ***********************************************************************
 GD0222  DESIGNATION -  J 18
 GD0222  PID         -  GD0222
 GD0222  STATE/COUNTY-  TN/HENRY
 GD0222  USGS QUAD   -  PARIS (1986)
 GD0222
 GD0222                         *CURRENT SURVEY CONTROL
 GD0222  ___________________________________________________________________
 GD0222* NAD 83(1986)-  36 18 13.     (N)    088 19 39.     (W)     SCALED    
 GD0222* NAVD 88     -       154.671  (meters)     507.45   (feet)  ADJUSTED  
 GD0222  ___________________________________________________________________
 GD0222  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0222  DYNAMIC HT  -         154.545 (meters)     507.04  (feet)  COMP
 GD0222  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 GD0222
 GD0222  VERT ORDER  -  FIRST     CLASS II
 GD0222
 GD0222.The horizontal coordinates were scaled from a topographic map and have
 GD0222.an estimated accuracy of +/- 6 seconds.
 GD0222
 GD0222.The orthometric height was determined by differential leveling
 GD0222.and adjusted by the National Geodetic Survey in June 1991..
 GD0222
 GD0222.The geoid height was determined by GEOID03.
 GD0222
 GD0222.The dynamic height is computed by dividing the NAVD 88
 GD0222.geopotential number by the normal gravity value computed on the
 GD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0222.degrees latitude (g = 980.6199 gals.).
 GD0222
 GD0222.The modeled gravity was interpolated from observed gravity values.
 GD0222
 GD0222;                    North         East    Units  Estimated Accuracy
 GD0222;SPC TN       -   221,090.      390,980.      MT  (+/- 180 meters Scaled)
 GD0222
 GD0222                          SUPERSEDED SURVEY CONTROL
 GD0222
 GD0222  NGVD 29 (??/??/??)  154.712  (m)          507.58   (f) ADJUSTED    1 2
 GD0222
 GD0222.Superseded values are not recommended for survey control.
 GD0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0222.See file dsdata.txt to determine how the superseded data were derived.
 GD0222
 GD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF808184(NAD 83)
 GD0222_MARKER: DB = BENCH MARK DISK
 GD0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0222_STAMPING: J 18 1934 507.811
 GD0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0222+STABILITY: SURFACE MOTION
 GD0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0222+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0222
 GD0222  HISTORY     - Date     Condition        Report By
 GD0222  HISTORY     - 1934     MONUMENTED       CGS
 GD0222  HISTORY     - 1968     GOOD             CGS
 GD0222  HISTORY     - 1971     GOOD             NGS
 GD0222  HISTORY     - 20040508 GOOD             USACE
 GD0222
 GD0222                          STATION DESCRIPTION
 GD0222
 GD0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0222'AT PARIS.
 GD0222'BEEN CHIPPED, THE MARK IS PLUMB AND COMPLETELY FIRM IN THE
 GD0222'GROUND, AND IS NOT THOUGHT TO HAVE BEEN DISTURBED.  THE MARK IS
 GD0222'IN THE NORTHWEST ANGLE OF THE T INTERSECTION OF WEST RUFF STREET
 GD0222'AND NORTH FENTRESS STREET, AND JUST NORTHWEST OF THE OLD NASHVILLE,
 GD0222'CHATTANOOGA AND ST. LOUIS RAILROAD STATION IN PARIS.  (THIS
 GD0222'RAILROAD IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS 94
 GD0222'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OLD RAILROAD
 GD0222'STATION, 32.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 GD0222'30 FEET NORTH OF THE APPROXIMATE CENTER OF WEST RUFF STREET,
 GD0222'0.8 OF A FOOT NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK,
 GD0222'AND 0.7 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 GD0222'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD0222'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED J 18
 GD0222'1934 507.811.  NOTE-- POST AND SIGN AT MONUMENT.
 GD0222
 GD0222                          STATION RECOVERY (1971)
 GD0222
 GD0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0222'RECOVERED IN GOOD CONDITION.
 GD0222
 GD0222                          STATION RECOVERY (2004)
 GD0222
 GD0222'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0317 ***********************************************************************
 FD0317  DESIGNATION -  J 180
 FD0317  PID         -  FD0317
 FD0317  STATE/COUNTY-  TN/MARSHALL
 FD0317  USGS QUAD   -  PETERSBURG (1980)
 FD0317
 FD0317                         *CURRENT SURVEY CONTROL
 FD0317  ___________________________________________________________________
 FD0317* NAD 83(1986)-  35 20 07.     (N)    086 39 56.     (W)     SCALED    
 FD0317* NAVD 88     -       235.787  (meters)     773.58   (feet)  ADJUSTED  
 FD0317  ___________________________________________________________________
 FD0317  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0317  DYNAMIC HT  -         235.571 (meters)     772.87  (feet)  COMP
 FD0317  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FD0317
 FD0317  VERT ORDER  -  FIRST     CLASS II
 FD0317
 FD0317.The horizontal coordinates were scaled from a topographic map and have
 FD0317.an estimated accuracy of +/- 6 seconds.
 FD0317
 FD0317.The orthometric height was determined by differential leveling
 FD0317.and adjusted by the National Geodetic Survey in June 1991..
 FD0317
 FD0317.The geoid height was determined by GEOID03.
 FD0317
 FD0317.The dynamic height is computed by dividing the NAVD 88
 FD0317.geopotential number by the normal gravity value computed on the
 FD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0317.degrees latitude (g = 980.6199 gals.).
 FD0317
 FD0317.The modeled gravity was interpolated from observed gravity values.
 FD0317
 FD0317;                    North         East    Units  Estimated Accuracy
 FD0317;SPC TN       -   111,370.      539,490.      MT  (+/- 180 meters Scaled)
 FD0317
 FD0317                          SUPERSEDED SURVEY CONTROL
 FD0317
 FD0317  NGVD 29 (??/??/92)  235.763  (m)          773.50   (f) ADJ UNCH    1 2
 FD0317
 FD0317.Superseded values are not recommended for survey control.
 FD0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0317.See file dsdata.txt to determine how the superseded data were derived.
 FD0317
 FD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE303102(NAD 83)
 FD0317_MARKER: DB = BENCH MARK DISK
 FD0317_SETTING: 66 = SET IN ROCK OUTCROP
 FD0317_SP_SET: SET IN ROCK OUTCROP
 FD0317_STAMPING: J 180 1949
 FD0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0317+STABILITY: POSITION/ELEVATION WELL
 FD0317
 FD0317  HISTORY     - Date     Condition        Report By
 FD0317  HISTORY     - 1949     MONUMENTED       CGS
 FD0317
 FD0317                          STATION DESCRIPTION
 FD0317
 FD0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0317'2.2 MI NW FROM PETERSBURG.
 FD0317'2.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0317'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.1 MILE
 FD0317'SOUTHEAST OF A KRAFT FOOD PLANT, ABOUT 300 FEET NORTH AND ACROSS
 FD0317'STATE HIGHWAY 50 FROM CANE CREEK CHURCH, 88 1/2 FEET NORTHEAST
 FD0317'AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A CONCRETE
 FD0317'BLOCK BUILDING, 64 1/2 FEET EAST OF THE NORTHEAST END OF A
 FD0317'4-FOOT CONCRETE BRIDGE UNDER HIGHWAY, 47 FEET NORTHEAST OF THE
 FD0317'CENTER LINE OF THE HIGHWAY, 15.4 FEET SOUTHWEST OF THE SOUTHWEST
 FD0317'RAIL OF THE TRACK, 11 1/2 FEET WEST-NORTHWEST OF POLE NO. 54/9,
 FD0317'ABOUT 3 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF AN OUTCROP
 FD0317'OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1389 ***********************************************************************
 GC1389  DESIGNATION -  J 182
 GC1389  PID         -  GC1389
 GC1389  STATE/COUNTY-  TN/MONTGOMERY
 GC1389  USGS QUAD   -  EXCELL (1983)
 GC1389
 GC1389                         *CURRENT SURVEY CONTROL
 GC1389  ___________________________________________________________________
 GC1389* NAD 83(1986)-  36 27 46.     (N)    087 18 01.     (W)     SCALED    
 GC1389* NAVD 88     -       121.960  (meters)     400.13   (feet)  ADJUSTED  
 GC1389  ___________________________________________________________________
 GC1389  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC1389  DYNAMIC HT  -         121.858 (meters)     399.80  (feet)  COMP
 GC1389  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 GC1389
 GC1389  VERT ORDER  -  FIRST     CLASS II
 GC1389
 GC1389.The horizontal coordinates were scaled from a topographic map and have
 GC1389.an estimated accuracy of +/- 6 seconds.
 GC1389
 GC1389.The orthometric height was determined by differential leveling
 GC1389.and adjusted by the National Geodetic Survey in June 1991..
 GC1389
 GC1389.The geoid height was determined by GEOID03.
 GC1389
 GC1389.The dynamic height is computed by dividing the NAVD 88
 GC1389.geopotential number by the normal gravity value computed on the
 GC1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1389.degrees latitude (g = 980.6199 gals.).
 GC1389
 GC1389.The modeled gravity was interpolated from observed gravity values.
 GC1389
 GC1389;                    North         East    Units  Estimated Accuracy
 GC1389;SPC TN       -   237,040.      483,450.      MT  (+/- 180 meters Scaled)
 GC1389
 GC1389                          SUPERSEDED SURVEY CONTROL
 GC1389
 GC1389  NGVD 29 (??/??/92)  122.022  (m)          400.33   (f) ADJ UNCH    1 2
 GC1389
 GC1389.Superseded values are not recommended for survey control.
 GC1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1389.See file dsdata.txt to determine how the superseded data were derived.
 GC1389
 GC1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF730353(NAD 83)
 GC1389_MARKER: DB = BENCH MARK DISK
 GC1389_SETTING: 66 = SET IN ROCK OUTCROP
 GC1389_SP_SET: ROCK CUT
 GC1389_STAMPING: J 182 1949
 GC1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1389+STABILITY: POSITION/ELEVATION WELL
 GC1389
 GC1389  HISTORY     - Date     Condition        Report By
 GC1389  HISTORY     - 1949     MONUMENTED       CGS
 GC1389  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1389
 GC1389                          STATION DESCRIPTION
 GC1389
 GC1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1389'7 MI SE FROM CLARKSVILLE.
 GC1389'6.95 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1389'STATION AT CLARKSVILLE, ABOUT 110 YARDS NORTH OF MILE POST H
 GC1389'49, 103.5 FEET NORTH OF THE NORTHEAST CORNER OF TRESTLE NO.
 GC1389'H 49-03, SET IN THE TOP OF THE WEST EDGE OF A LAYER OF ROCK
 GC1389'PROJECTING OUT OF BOTTOM OF A CUT, 9.2 FEET EAST OF THE EAST
 GC1389'RAIL, 0.3 FOOT EAST OF THE WEST EDGE OF THE ROCK, AND ABOUT LEVEL
 GC1389'WITH THE TRACK.
 GC1389
 GC1389                          STATION RECOVERY (1984)
 GC1389
 GC1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1389'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0847 ***********************************************************************
 EE0847  DESIGNATION -  J 183
 EE0847  PID         -  EE0847
 EE0847  STATE/COUNTY-  TN/MARION
 EE0847  USGS QUAD   -  BRIDGEPORT (1983)
 EE0847
 EE0847                         *CURRENT SURVEY CONTROL
 EE0847  ___________________________________________________________________
 EE0847* NAD 83(1986)-  34 59 09.     (N)    085 39 21.     (W)     SCALED    
 EE0847* NAVD 88     -       205.541  (meters)     674.35   (feet)  ADJUSTED  
 EE0847  ___________________________________________________________________
 EE0847  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE0847  DYNAMIC HT  -         205.339 (meters)     673.68  (feet)  COMP
 EE0847  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 EE0847
 EE0847  VERT ORDER  -  FIRST     CLASS II
 EE0847
 EE0847.The horizontal coordinates were scaled from a topographic map and have
 EE0847.an estimated accuracy of +/- 6 seconds.
 EE0847
 EE0847.The orthometric height was determined by differential leveling
 EE0847.and adjusted by the National Geodetic Survey in June 1991..
 EE0847
 EE0847.The geoid height was determined by GEOID03.
 EE0847
 EE0847.The dynamic height is computed by dividing the NAVD 88
 EE0847.geopotential number by the normal gravity value computed on the
 EE0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0847.degrees latitude (g = 980.6199 gals.).
 EE0847
 EE0847.The modeled gravity was interpolated from observed gravity values.
 EE0847
 EE0847;                    North         East    Units  Estimated Accuracy
 EE0847;SPC TN       -    72,450.      631,430.      MT  (+/- 180 meters Scaled)
 EE0847
 EE0847                          SUPERSEDED SURVEY CONTROL
 EE0847
 EE0847  NGVD 29 (??/??/92)  205.536  (m)          674.33   (f) ADJ UNCH    1 2
 EE0847
 EE0847.Superseded values are not recommended for survey control.
 EE0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0847.See file dsdata.txt to determine how the superseded data were derived.
 EE0847
 EE0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD226722(NAD 83)
 EE0847_MARKER: DB = BENCH MARK DISK
 EE0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0847_SP_SET: CULVERT
 EE0847_STAMPING: J 183 1950
 EE0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0847
 EE0847  HISTORY     - Date     Condition        Report By
 EE0847  HISTORY     - 1950     MONUMENTED       CGS
 EE0847  HISTORY     - 1963     GOOD             NGS
 EE0847  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0847
 EE0847                          STATION DESCRIPTION
 EE0847
 EE0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0847'1.3 MI NE FROM LONG ISLAND.
 EE0847'ABOUT 1.3 MILES NE ALONG THE SOUTHERN AND THE LOUISVILLE AND
 EE0847'NASHVILLE RAILROADS FROM THE STATION AT LONG ISLAND, ABOUT 1.2
 EE0847'MILES SW ALONG SAME FROM MOORES CROSSING, ABOUT 30 OR 35 YARDS
 EE0847'NE OF ALABAMA-TENNESSEE BOUNDARY LINE MARKER OR SIGN, ABOUT 210
 EE0847'YARDS SW OF A PRIVATE ROAD CROSSING WHICH IS ON APPROXIMATE
 EE0847'CREST OF THE RAILROAD GRADES, 23.5 FEET SE OF SE RAIL OF MAIN
 EE0847'LINE DOUBLE TRACKS, 11-1/2 FEET LOWER THAN TOP OF SAME, IN TOP
 EE0847'OF BOTTOM STEP OF STRAIGHT SIDES-EXTENDED WINGWALL OF 3- BY
 EE0847'3-FOOT ROCK MASONRY BOX CULVERT UNDER RAILROAD, 2.0 FEET ABOVE
 EE0847'THE BOTTOM OF THE CULVERT, 0.6 FOOT WSW OF THE E CORNER OF THE
 EE0847'WINGWALL, AND SET IN A DRILL HOLE IN THE ROCK.
 EE0847
 EE0847                          STATION RECOVERY (1983)
 EE0847
 EE0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0847'NOT RECOVERED, NOT SEARCHED FOR, TOO FAR OFF LINE, SURVEY LINE
 EE0847'REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1105 ***********************************************************************
 FC1105  DESIGNATION -  J 184
 FC1105  PID         -  FC1105
 FC1105  STATE/COUNTY-  TN/HAMILTON
 FC1105  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1105
 FC1105                         *CURRENT SURVEY CONTROL
 FC1105  ___________________________________________________________________
 FC1105* NAD 83(1986)-  35 07 12.     (N)    085 14 02.     (W)     SCALED    
 FC1105* NAVD 88     -       206.192  (meters)     676.48   (feet)  ADJUSTED  
 FC1105  ___________________________________________________________________
 FC1105  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FC1105  DYNAMIC HT  -         205.988 (meters)     675.81  (feet)  COMP
 FC1105  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 FC1105
 FC1105  VERT ORDER  -  FIRST     CLASS II
 FC1105
 FC1105.The horizontal coordinates were scaled from a topographic map and have
 FC1105.an estimated accuracy of +/- 6 seconds.
 FC1105
 FC1105.The orthometric height was determined by differential leveling
 FC1105.and adjusted by the National Geodetic Survey in June 1991..
 FC1105
 FC1105.The geoid height was determined by GEOID03.
 FC1105
 FC1105.The dynamic height is computed by dividing the NAVD 88
 FC1105.geopotential number by the normal gravity value computed on the
 FC1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1105.degrees latitude (g = 980.6199 gals.).
 FC1105
 FC1105.The modeled gravity was interpolated from observed gravity values.
 FC1105
 FC1105;                    North         East    Units  Estimated Accuracy
 FC1105;SPC TN       -    87,560.      669,840.      MT  (+/- 180 meters Scaled)
 FC1105
 FC1105                          SUPERSEDED SURVEY CONTROL
 FC1105
 FC1105  NGVD 29 (??/??/92)  206.234  (m)          676.62   (f) ADJ UNCH    1 2
 FC1105
 FC1105.Superseded values are not recommended for survey control.
 FC1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1105.See file dsdata.txt to determine how the superseded data were derived.
 FC1105
 FC1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD609877(NAD 83)
 FC1105_MARKER: DB = BENCH MARK DISK
 FC1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1105_STAMPING: J 184 1950
 FC1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1105+STABILITY: SURFACE MOTION
 FC1105
 FC1105  HISTORY     - Date     Condition        Report By
 FC1105  HISTORY     - 1950     MONUMENTED       CGS
 FC1105  HISTORY     - 1972     GOOD             TVA
 FC1105
 FC1105                          STATION DESCRIPTION
 FC1105
 FC1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1105'1.6 MI S FROM HIXON.
 FC1105'ABOUT 1.65 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1105'STATION AT HIXON, ABOUT 0.3 MILE SOUTH OF A BLACK TOP ROAD
 FC1105'CROSSING, ABOUT 0.9 MILE NORTH OF THE NORTH END OF THE BRIDGE OVER
 FC1105'THE TENNESSEE RIVER, AT A FENCE CORNER, 483 FEET NORTH OF
 FC1105'SEMAPHORE NO. 330.4, 329 FEET SOUTH-SOUTHEAST AND ACROSS THE
 FC1105'TRACK FROM A YARD LIMIT SIGN POST, 46 1/2 FEET EAST OF THE EAST
 FC1105'RAIL, 55 1/2 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 1 FOOT WEST
 FC1105'OF THE FENCE CORNER, 1 1/2 FEET NORTH OF A T.V.A. STEEL WITNESS
 FC1105'POST, 3 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC1105'POST PROJECTING 4 INCHES.
 FC1105
 FC1105                          STATION RECOVERY (1972)
 FC1105
 FC1105'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0479 ***********************************************************************
 FD0479  DESIGNATION -  J 185
 FD0479  PID         -  FD0479
 FD0479  STATE/COUNTY-  TN/MAURY
 FD0479  USGS QUAD   -  GLENDALE (1981)
 FD0479
 FD0479                         *CURRENT SURVEY CONTROL
 FD0479  ___________________________________________________________________
 FD0479* NAD 83(1986)-  35 30 40.     (N)    086 53 20.     (W)     SCALED    
 FD0479* NAVD 88     -       224.507  (meters)     736.57   (feet)  ADJUSTED  
 FD0479  ___________________________________________________________________
 FD0479  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0479  DYNAMIC HT  -         224.307 (meters)     735.91  (feet)  COMP
 FD0479  MODELED GRAV-     979,734.6   (mgal)                       NAVD 88
 FD0479
 FD0479  VERT ORDER  -  FIRST     CLASS II
 FD0479
 FD0479.The horizontal coordinates were scaled from a topographic map and have
 FD0479.an estimated accuracy of +/- 6 seconds.
 FD0479
 FD0479.The orthometric height was determined by differential leveling
 FD0479.and adjusted by the National Geodetic Survey in June 1991..
 FD0479
 FD0479.The geoid height was determined by GEOID03.
 FD0479
 FD0479.The dynamic height is computed by dividing the NAVD 88
 FD0479.geopotential number by the normal gravity value computed on the
 FD0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0479.degrees latitude (g = 980.6199 gals.).
 FD0479
 FD0479.The modeled gravity was interpolated from observed gravity values.
 FD0479
 FD0479;                    North         East    Units  Estimated Accuracy
 FD0479;SPC TN       -   131,040.      519,370.      MT  (+/- 180 meters Scaled)
 FD0479
 FD0479                          SUPERSEDED SURVEY CONTROL
 FD0479
 FD0479  NGVD 29 (??/??/92)  224.493  (m)          736.52   (f) ADJ UNCH    1 2
 FD0479
 FD0479.Superseded values are not recommended for survey control.
 FD0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0479.See file dsdata.txt to determine how the superseded data were derived.
 FD0479
 FD0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE100297(NAD 83)
 FD0479_MARKER: DB = BENCH MARK DISK
 FD0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0479_STAMPING: J 185 1949
 FD0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0479+STABILITY: SURFACE MOTION
 FD0479
 FD0479  HISTORY     - Date     Condition        Report By
 FD0479  HISTORY     - 1949     MONUMENTED       CGS
 FD0479  HISTORY     - 1960     GOOD             NGS
 FD0479
 FD0479                          STATION DESCRIPTION
 FD0479
 FD0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0479'AT BRYANT.
 FD0479'AT BRYANT, ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 50 FROM
 FD0479'BRYANT STATION SCHOOL, AT THE METHODIST CHURCH AND CEMETERY,
 FD0479'57 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42 1/2
 FD0479'FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE SOUTHWEST TO
 FD0479'A HOUSE, 34 1/2 FEET NORTH OF THE NORTH CORNER OF THE CONCRETE
 FD0479'STEPS AT NORTH CORNER OF CHURCH, 17 FEET SOUTHEAST OF A FENCE
 FD0479'CORNER, 9 FEET NORTHWEST OF THE CENTER OF A GATE THROUGH FENCE
 FD0479'TO CHURCH, 12 FEET EAST-NORTHEAST OF A 14-INCH MAPLE TREE, 1
 FD0479'FOOT NORTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE
 FD0479'WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE HIGHWAY AND SET IN
 FD0479'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FD0479
 FD0479                          STATION RECOVERY (1960)
 FD0479
 FD0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FD0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0044 ***********************************************************************
 FD0044  DESIGNATION -  J 186
 FD0044  PID         -  FD0044
 FD0044  STATE/COUNTY-  TN/RUTHERFORD
 FD0044  USGS QUAD   -  WALTERHILL (1998)
 FD0044
 FD0044                         *CURRENT SURVEY CONTROL
 FD0044  ___________________________________________________________________
 FD0044* NAD 83(1986)-  35 56 29.     (N)    086 29 01.     (W)     SCALED    
 FD0044* NAVD 88     -       178.020  (meters)     584.05   (feet)  ADJUSTED  
 FD0044  ___________________________________________________________________
 FD0044  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FD0044  DYNAMIC HT  -         177.867 (meters)     583.55  (feet)  COMP
 FD0044  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 FD0044
 FD0044  VERT ORDER  -  FIRST     CLASS II
 FD0044
 FD0044.The horizontal coordinates were scaled from a topographic map and have
 FD0044.an estimated accuracy of +/- 6 seconds.
 FD0044
 FD0044.The orthometric height was determined by differential leveling
 FD0044.and adjusted by the National Geodetic Survey in June 1991..
 FD0044
 FD0044.The geoid height was determined by GEOID03.
 FD0044
 FD0044.The dynamic height is computed by dividing the NAVD 88
 FD0044.geopotential number by the normal gravity value computed on the
 FD0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0044.degrees latitude (g = 980.6199 gals.).
 FD0044
 FD0044.The modeled gravity was interpolated from observed gravity values.
 FD0044
 FD0044;                    North         East    Units  Estimated Accuracy
 FD0044;SPC TN       -   178,520.      556,370.      MT  (+/- 180 meters Scaled)
 FD0044
 FD0044                          SUPERSEDED SURVEY CONTROL
 FD0044
 FD0044  NGVD 29 (??/??/92)  178.036  (m)          584.11   (f) ADJ UNCH    1 2
 FD0044
 FD0044.Superseded values are not recommended for survey control.
 FD0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0044.See file dsdata.txt to determine how the superseded data were derived.
 FD0044
 FD0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE465775(NAD 83)
 FD0044_MARKER: DB = BENCH MARK DISK
 FD0044_SETTING: 66 = SET IN ROCK OUTCROP
 FD0044_SP_SET: ROCK OUTCROP
 FD0044_STAMPING: J 186 1949
 FD0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0044+STABILITY: POSITION/ELEVATION WELL
 FD0044
 FD0044  HISTORY     - Date     Condition        Report By
 FD0044  HISTORY     - 1949     MONUMENTED       CGS
 FD0044  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0044
 FD0044                          STATION DESCRIPTION
 FD0044
 FD0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0044'3.4 MI SE FROM SMYRNA.
 FD0044'3.45 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0044'LOUIS RAILWAY FROM THE STATION AT SMYRNA, ON A GRADE DECENDING
 FD0044'SOUTHEAST, SET IN THE TOP OF AN OUTCROP OF ROCK, 60.3 FEET
 FD0044'SOUTH AND ACROSS THE TRACK FROM POLE NO. 23/21, 47.3 FEET
 FD0044'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 23 FEET SOUTHWEST OF THE
 FD0044'SOUTHWEST RAIL, 11 FEET NORTHEAST OF A FENCE LINE, AND 4 FEET ABOVE
 FD0044'THE TRACK.
 FD0044
 FD0044                          STATION RECOVERY (2001)
 FD0044
 FD0044'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0723 ***********************************************************************
 GC0723  DESIGNATION -  J 187
 GC0723  PID         -  GC0723
 GC0723  STATE/COUNTY-  TN/DAVIDSON
 GC0723  USGS QUAD   -  ANTIOCH (1983)
 GC0723
 GC0723                         *CURRENT SURVEY CONTROL
 GC0723  ___________________________________________________________________
 GC0723* NAD 83(1986)-  36 05 48.     (N)    086 42 03.     (W)     SCALED    
 GC0723* NAVD 88     -       144.695  (meters)     474.72   (feet)  ADJUSTED  
 GC0723  ___________________________________________________________________
 GC0723  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC0723  DYNAMIC HT  -         144.570 (meters)     474.31  (feet)  COMP
 GC0723  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC0723
 GC0723  VERT ORDER  -  FIRST     CLASS II
 GC0723
 GC0723.The horizontal coordinates were scaled from a topographic map and have
 GC0723.an estimated accuracy of +/- 6 seconds.
 GC0723
 GC0723.The orthometric height was determined by differential leveling
 GC0723.and adjusted by the National Geodetic Survey in June 1991..
 GC0723
 GC0723.The geoid height was determined by GEOID03.
 GC0723
 GC0723.The dynamic height is computed by dividing the NAVD 88
 GC0723.geopotential number by the normal gravity value computed on the
 GC0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0723.degrees latitude (g = 980.6199 gals.).
 GC0723
 GC0723.The modeled gravity was interpolated from observed gravity values.
 GC0723
 GC0723;                    North         East    Units  Estimated Accuracy
 GC0723;SPC TN       -   195,870.      536,890.      MT  (+/- 180 meters Scaled)
 GC0723
 GC0723                          SUPERSEDED SURVEY CONTROL
 GC0723
 GC0723  NGVD 29 (??/??/92)  144.718  (m)          474.80   (f) ADJ UNCH    1 2
 GC0723
 GC0723.Superseded values are not recommended for survey control.
 GC0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0723.See file dsdata.txt to determine how the superseded data were derived.
 GC0723
 GC0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE269947(NAD 83)
 GC0723_MARKER: DB = BENCH MARK DISK
 GC0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0723_SP_SET: CULVERT
 GC0723_STAMPING: J 187 1949
 GC0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0723
 GC0723  HISTORY     - Date     Condition        Report By
 GC0723  HISTORY     - 1949     MONUMENTED       CGS
 GC0723
 GC0723                          STATION DESCRIPTION
 GC0723
 GC0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0723'3.2 MI NW FROM ANTIOCH.
 GC0723'ABOUT 3.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND
 GC0723'ST. LOUIS RAILWAY FROM THE STATION AT ANTIOCH, SET IN THE TOP OF THE
 GC0723'SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 12-FOOT CONCRETE
 GC0723'CULVERT UNDER RAILROAD, AT POLE NO. 6/25, ABOUT 16 FEET NORTHEAST
 GC0723'OF THE NORTHEAST RAIL AND ABOUT 6 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0724 ***********************************************************************
 GC0724  DESIGNATION -  J 187 RESET
 GC0724  PID         -  GC0724
 GC0724  STATE/COUNTY-  TN/DAVIDSON
 GC0724  USGS QUAD   -  ANTIOCH (1983)
 GC0724
 GC0724                         *CURRENT SURVEY CONTROL
 GC0724  ___________________________________________________________________
 GC0724* NAD 83(1986)-  36 05 49.     (N)    086 42 03.     (W)     SCALED    
 GC0724* NAVD 88     -       145.372  (meters)     476.94   (feet)  ADJUSTED  
 GC0724  ___________________________________________________________________
 GC0724  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC0724  DYNAMIC HT  -         145.247 (meters)     476.53  (feet)  COMP
 GC0724  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 GC0724
 GC0724  VERT ORDER  -  SECOND    CLASS 0
 GC0724
 GC0724.The horizontal coordinates were scaled from a topographic map and have
 GC0724.an estimated accuracy of +/- 6 seconds.
 GC0724
 GC0724.The orthometric height was determined by differential leveling
 GC0724.and adjusted by the National Geodetic Survey in June 1991..
 GC0724
 GC0724.The geoid height was determined by GEOID03.
 GC0724
 GC0724.The dynamic height is computed by dividing the NAVD 88
 GC0724.geopotential number by the normal gravity value computed on the
 GC0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0724.degrees latitude (g = 980.6199 gals.).
 GC0724
 GC0724.The modeled gravity was interpolated from observed gravity values.
 GC0724
 GC0724;                    North         East    Units  Estimated Accuracy
 GC0724;SPC TN       -   195,900.      536,890.      MT  (+/- 180 meters Scaled)
 GC0724
 GC0724                          SUPERSEDED SURVEY CONTROL
 GC0724
 GC0724  NGVD 29 (??/??/92)  145.397  (m)          477.02   (f) ADJ UNCH    2 0
 GC0724
 GC0724.Superseded values are not recommended for survey control.
 GC0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0724.See file dsdata.txt to determine how the superseded data were derived.
 GC0724
 GC0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE269947(NAD 83)
 GC0724_MARKER: DB = BENCH MARK DISK
 GC0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0724_SP_SET: CULVERT
 GC0724_STAMPING: J 187 1949 RESET 1960
 GC0724_MARK LOGO: CGS   
 GC0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0724
 GC0724  HISTORY     - Date     Condition        Report By
 GC0724  HISTORY     - 1960     MONUMENTED       CGS
 GC0724
 GC0724                          STATION DESCRIPTION
 GC0724
 GC0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0724'4.2 MI NW FROM ANTIOCH.
 GC0724'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0724'FOR 0.1 MILE, THEN 3.0 MILES NORTHWEST ON INTERSTATE HIGHWAY 24,
 GC0724'THEN 0.6 MILE NORTH ON A GRAVELED ROAD, THEN 0.35 MILES NORTHWEST
 GC0724'ON ANTIOCH PIKE TO THE MILL CREEK CHURCH, THEN GO 0.1 MILE NORTH
 GC0724'ACROSS A FIELD TO A CONCRETE CULVERT UNDER THE NASHVILLE, CHATTANOOGA
 GC0724'AND ST. LOUIS RAILWAY.  THE BENCH MARK DISK IS CEMENTED IN A DRILL
 GC0724'HOLE IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF
 GC0724'A 12-FOOT CONCRETE CULVERT, AT POLE NO. 6/25, ABOUT 16 FT. NORTHEAST
 GC0724'OF THE NORTHEAST RAIL AND ABOUT 3 FT. BELOW THE TRACK.  NOTE-- AN
 GC0724'ADDITIONAL 3 FT. OF CONCRETE WAS ADDED TO THE HEADWALL OF THE
 GC0724'CULVERT.  THE BENCH MARK WAS RESET BY THE RAILROAD AT THAT TIME.
 GC0724'THIS PARTY STAMPED RESET 1960 ON THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0380 ***********************************************************************
 GC0380  DESIGNATION -  J 188
 GC0380  PID         -  GC0380
 GC0380  STATE/COUNTY-  TN/DAVIDSON
 GC0380  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0380
 GC0380                         *CURRENT SURVEY CONTROL
 GC0380  ___________________________________________________________________
 GC0380* NAD 83(1986)-  36 11 29.     (N)    086 50 54.     (W)     SCALED    
 GC0380* NAVD 88     -       135.109  (meters)     443.27   (feet)  ADJUSTED  
 GC0380  ___________________________________________________________________
 GC0380  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0380  DYNAMIC HT  -         134.992 (meters)     442.89  (feet)  COMP
 GC0380  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GC0380
 GC0380  VERT ORDER  -  FIRST     CLASS II
 GC0380
 GC0380.The horizontal coordinates were scaled from a topographic map and have
 GC0380.an estimated accuracy of +/- 6 seconds.
 GC0380
 GC0380.The orthometric height was determined by differential leveling
 GC0380.and adjusted by the National Geodetic Survey in June 1991..
 GC0380
 GC0380.The geoid height was determined by GEOID03.
 GC0380
 GC0380.The dynamic height is computed by dividing the NAVD 88
 GC0380.geopotential number by the normal gravity value computed on the
 GC0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0380.degrees latitude (g = 980.6199 gals.).
 GC0380
 GC0380.The modeled gravity was interpolated from observed gravity values.
 GC0380
 GC0380;                    North         East    Units  Estimated Accuracy
 GC0380;SPC TN       -   206,480.      523,700.      MT  (+/- 180 meters Scaled)
 GC0380
 GC0380                          SUPERSEDED SURVEY CONTROL
 GC0380
 GC0380  NGVD 29 (??/??/92)  135.137  (m)          443.36   (f) ADJ UNCH    1 2
 GC0380
 GC0380.Superseded values are not recommended for survey control.
 GC0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0380.See file dsdata.txt to determine how the superseded data were derived.
 GC0380
 GC0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF136051(NAD 83)
 GC0380_MARKER: DB = BENCH MARK DISK
 GC0380_SETTING: 66 = SET IN ROCK OUTCROP
 GC0380_SP_SET: ROCK OUTCROP
 GC0380_STAMPING: J 188 1949
 GC0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0380+STABILITY: POSITION/ELEVATION WELL
 GC0380
 GC0380  HISTORY     - Date     Condition        Report By
 GC0380  HISTORY     - 1949     MONUMENTED       CGS
 GC0380  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0380
 GC0380                          STATION DESCRIPTION
 GC0380
 GC0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0380'2.8 MI W FROM NASHVILLE.
 GC0380'2.8 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE OVERPASS
 GC0380'OVER JEFFERSON STREET AT NASHVILLE, ABOUT 1.1 MILES NORTHWEST OF
 GC0380'THE NORTHWEST END OF THE BRIDGE OVER CUMBERLAND RIVER, AT A ROAD
 GC0380'CROSSING, SET IN THE TOP OF A FLAT ROCK OUTCROP ABOUT 30 BY 9 FEET,
 GC0380'68 FEET EAST-NORTHEAST OF THE CENTER OF THE CROSSING, 64 FEET EAST
 GC0380'OF THE EAST RAIL, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GC0380'26 1/2 FEET SOUTH OF A LONE 24-INCH HACKBERRY TREE, 7 1/2 FEET
 GC0380'NORTH OF A FENCE LINE AND ABOUT 2 FEET ABOVE THE TRACK.
 GC0380
 GC0380                          STATION RECOVERY (1984)
 GC0380
 GC0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0380'SEARCHED FOR BUT NOT RECOVERED.  THE ROCK HAS BEEN COVERED WITH SOD
 GC0380'AND IS POSSIBLE THIS MARK COULD BE FOUND BY USING A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1922 ***********************************************************************
 FB1922  DESIGNATION -  J 189
 FB1922  PID         -  FB1922
 FB1922  STATE/COUNTY-  TN/KNOX
 FB1922  USGS QUAD   -  KNOXVILLE (1978)
 FB1922
 FB1922                         *CURRENT SURVEY CONTROL
 FB1922  ___________________________________________________________________
 FB1922* NAD 83(1986)-  35 59 02.     (N)    083 56 21.     (W)     SCALED    
 FB1922* NAVD 88     -       281.857  (meters)     924.73   (feet)  ADJUSTED  
 FB1922  ___________________________________________________________________
 FB1922  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1922  DYNAMIC HT  -         281.596 (meters)     923.87  (feet)  COMP
 FB1922  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 FB1922
 FB1922  VERT ORDER  -  FIRST     CLASS I
 FB1922
 FB1922.The horizontal coordinates were scaled from a topographic map and have
 FB1922.an estimated accuracy of +/- 6 seconds.
 FB1922
 FB1922.The orthometric height was determined by differential leveling
 FB1922.and adjusted by the National Geodetic Survey in June 1991..
 FB1922
 FB1922.The geoid height was determined by GEOID03.
 FB1922
 FB1922.The dynamic height is computed by dividing the NAVD 88
 FB1922.geopotential number by the normal gravity value computed on the
 FB1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1922.degrees latitude (g = 980.6199 gals.).
 FB1922
 FB1922.The modeled gravity was interpolated from observed gravity values.
 FB1922
 FB1922;                    North         East    Units  Estimated Accuracy
 FB1922;SPC TN       -   185,080.      785,830.      MT  (+/- 180 meters Scaled)
 FB1922
 FB1922                          SUPERSEDED SURVEY CONTROL
 FB1922
 FB1922  NGVD 29 (??/??/92)  281.985  (m)          925.15   (f) ADJ UNCH    1 1
 FB1922
 FB1922.Superseded values are not recommended for survey control.
 FB1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1922.See file dsdata.txt to determine how the superseded data were derived.
 FB1922
 FB1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV350861(NAD 83)
 FB1922_MARKER: DB = BENCH MARK DISK
 FB1922_SETTING: 66 = SET IN ROCK OUTCROP
 FB1922_SP_SET: ROCK LEDGE
 FB1922_STAMPING: T 189 1950
 FB1922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1922+STABILITY: POSITION/ELEVATION WELL
 FB1922
 FB1922  HISTORY     - Date     Condition        Report By
 FB1922  HISTORY     - 1950     MONUMENTED       CGS
 FB1922  HISTORY     - 1967     GOOD             NGS
 FB1922  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1922
 FB1922                          STATION DESCRIPTION
 FB1922
 FB1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1922'AT KNOXVILLE.
 FB1922'AT KNOXVILLE, ABOUT 1.6 MILES NORTHWEST ALONG THE SOUTHERN
 FB1922'RAILWAY FROM THE STATION, ABOUT 0.2 MILE NORTHWEST OF THE
 FB1922'WOODLAND AVENUE OVERPASS OVER TRACKS, ABOUT 132 YARDS SOUTHEAST
 FB1922'OF THE SOUTHEAST ONE OF FOUR LARGE CULVERTS FOR SECOND CREEK,
 FB1922'175 FEET SOUTHEAST OF AN OVERHEAD POWER LINE CROSSING OVER THE
 FB1922'TRACKS, SET ON THE TOP OF A 1-FOOT WIDE ROCK LEDGE WHICH IS AT
 FB1922'THE BASE OF A ROCK OUTCROP, 19 FEET SOUTHWEST OF THE SOUTHWEST
 FB1922'RAIL OF THE SOUTHWEST ONE OF THREE TRACKS, 2 1/2 FEET ABOVE THE
 FB1922'LEVEL OF THE TRACK AND 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
 FB1922
 FB1922                          STATION RECOVERY (1982)
 FB1922
 FB1922'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0058 ***********************************************************************
 FE0058  DESIGNATION -  J 19
 FE0058  PID         -  FE0058
 FE0058  STATE/COUNTY-  TN/HENDERSON
 FE0058  USGS QUAD   -  YUMA (1986)
 FE0058
 FE0058                         *CURRENT SURVEY CONTROL
 FE0058  ___________________________________________________________________
 FE0058* NAD 83(1986)-  35 48 18.     (N)    088 20 42.     (W)     SCALED    
 FE0058* NAVD 88     -       137.633  (meters)     451.55   (feet)  ADJUSTED  
 FE0058  ___________________________________________________________________
 FE0058  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0058  DYNAMIC HT  -         137.513 (meters)     451.16  (feet)  COMP
 FE0058  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 FE0058
 FE0058  VERT ORDER  -  FIRST     CLASS II
 FE0058
 FE0058.The horizontal coordinates were scaled from a topographic map and have
 FE0058.an estimated accuracy of +/- 6 seconds.
 FE0058
 FE0058.The orthometric height was determined by differential leveling
 FE0058.and adjusted by the National Geodetic Survey in June 1991..
 FE0058
 FE0058.The geoid height was determined by GEOID03.
 FE0058
 FE0058.The dynamic height is computed by dividing the NAVD 88
 FE0058.geopotential number by the normal gravity value computed on the
 FE0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0058.degrees latitude (g = 980.6199 gals.).
 FE0058
 FE0058.The modeled gravity was interpolated from observed gravity values.
 FE0058
 FE0058;                    North         East    Units  Estimated Accuracy
 FE0058;SPC TN       -   165,820.      388,080.      MT  (+/- 180 meters Scaled)
 FE0058
 FE0058                          SUPERSEDED SURVEY CONTROL
 FE0058
 FE0058  NGVD 29 (??/??/??)  137.655  (m)          451.62   (f) ADJUSTED    1 2
 FE0058
 FE0058.Superseded values are not recommended for survey control.
 FE0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0058.See file dsdata.txt to determine how the superseded data were derived.
 FE0058
 FE0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE784631(NAD 83)
 FE0058_MARKER: DB = BENCH MARK DISK
 FE0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0058_SP_SET: BRIDGE ABUTMENT
 FE0058_STAMPING: J 19 1934
 FE0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0058
 FE0058  HISTORY     - Date     Condition        Report By
 FE0058  HISTORY     - 1934     MONUMENTED       CGS
 FE0058  HISTORY     - 1959     GOOD             CGS
 FE0058  HISTORY     - 1972     GOOD             TVA
 FE0058
 FE0058                          STATION DESCRIPTION
 FE0058
 FE0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0058'3 MI S FROM YUMA.
 FE0058'ABOUT 3.0 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0058'RAILROAD FROM THE STATION IN YUMA, 7 1/2 POLES SOUTH OF THE
 FE0058'MILEPOST 105, AT BRIDGE NO. 105.2, IN THE TOP OF THE EAST END OF
 FE0058'THE NORTH CONCRETE ABUTMENT, 24 INCHES FROM THE EAST EDGE OF
 FE0058'CONCRETE ABUTMENT, AND 10 INCHES NORTH OF THE SOUTH EDGE OF
 FE0058'ABUTMENT.  NOTE-- I-40, 0.3 MI N OF BRIDGE OVER BIG SANDY RIVER,
 FE0058'WHICH IS 2.5 MI W OF I-40 HWY 22 INTERCHANGE.
 FE0058
 FE0058                          STATION RECOVERY (1972)
 FE0058
 FE0058'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0493 ***********************************************************************
 GB0493  DESIGNATION -  J 190
 GB0493  PID         -  GB0493
 GB0493  STATE/COUNTY-  TN/ANDERSON
 GB0493  USGS QUAD   -  CLINTON (1990)
 GB0493
 GB0493                         *CURRENT SURVEY CONTROL
 GB0493  ___________________________________________________________________
 GB0493* NAD 83(1986)-  36 06 20.     (N)    084 07 54.     (W)     SCALED    
 GB0493* NAVD 88     -       257.818  (meters)     845.86   (feet)  ADJUSTED  
 GB0493  ___________________________________________________________________
 GB0493  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB0493  DYNAMIC HT  -         257.584 (meters)     845.09  (feet)  COMP
 GB0493  MODELED GRAV-     979,715.9   (mgal)                       NAVD 88
 GB0493
 GB0493  VERT ORDER  -  FIRST     CLASS I
 GB0493
 GB0493.The horizontal coordinates were scaled from a topographic map and have
 GB0493.an estimated accuracy of +/- 6 seconds.
 GB0493
 GB0493.The orthometric height was determined by differential leveling
 GB0493.and adjusted by the National Geodetic Survey in June 1991..
 GB0493
 GB0493.The geoid height was determined by GEOID03.
 GB0493
 GB0493.The dynamic height is computed by dividing the NAVD 88
 GB0493.geopotential number by the normal gravity value computed on the
 GB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0493.degrees latitude (g = 980.6199 gals.).
 GB0493
 GB0493.The modeled gravity was interpolated from observed gravity values.
 GB0493
 GB0493;                    North         East    Units  Estimated Accuracy
 GB0493;SPC TN       -   198,230.      768,210.      MT  (+/- 180 meters Scaled)
 GB0493
 GB0493                          SUPERSEDED SURVEY CONTROL
 GB0493
 GB0493  NGVD 29 (??/??/92)  257.954  (m)          846.30   (f) ADJ UNCH    1 1
 GB0493
 GB0493.Superseded values are not recommended for survey control.
 GB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0493.See file dsdata.txt to determine how the superseded data were derived.
 GB0493
 GB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE582994(NAD 83)
 GB0493_MARKER: DB = BENCH MARK DISK
 GB0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0493_SP_SET: ABUTMENT
 GB0493_STAMPING: J 190 1950
 GB0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0493
 GB0493  HISTORY     - Date     Condition        Report By
 GB0493  HISTORY     - 1950     MONUMENTED       CGS
 GB0493  HISTORY     - 1967     GOOD             NGS
 GB0493  HISTORY     - 1973     GOOD             TVA
 GB0493
 GB0493                          STATION DESCRIPTION
 GB0493
 GB0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0493'AT CLINTON.
 GB0493'AT CLINTON, ABOUT 0.2 MILE WEST ALONG THE SOUTHERN RAILWAY FROM
 GB0493'THE STATION, ABOUT 72 FEET WEST OF MILEPOST 21, SET ON THE
 GB0493'TOP OF THE NORTH END OF THE EAST ABUTMENT OF RAILWAY OVERPASS
 GB0493'OVER U.S. HIGHWAY 25W, 10.1 FEET NORTH OF THE NORTH RAIL AND
 GB0493'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 GB0493
 GB0493                          STATION RECOVERY (1973)
 GB0493
 GB0493'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0855 ***********************************************************************
 GB0855  DESIGNATION -  J 191
 GB0855  PID         -  GB0855
 GB0855  STATE/COUNTY-  TN/MORGAN
 GB0855  USGS QUAD   -  CAMP AUSTIN (1979)
 GB0855
 GB0855                         *CURRENT SURVEY CONTROL
 GB0855  ___________________________________________________________________
 GB0855* NAD 83(1986)-  36 03 06.     (N)    084 37 09.     (W)     SCALED    
 GB0855* NAVD 88     -       260.332  (meters)     854.11   (feet)  ADJUSTED  
 GB0855  ___________________________________________________________________
 GB0855  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB0855  DYNAMIC HT  -         260.097 (meters)     853.33  (feet)  COMP
 GB0855  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 GB0855
 GB0855  VERT ORDER  -  FIRST     CLASS I
 GB0855
 GB0855.The horizontal coordinates were scaled from a topographic map and have
 GB0855.an estimated accuracy of +/- 6 seconds.
 GB0855
 GB0855.The orthometric height was determined by differential leveling
 GB0855.and adjusted by the National Geodetic Survey in June 1991..
 GB0855
 GB0855.The geoid height was determined by GEOID03.
 GB0855
 GB0855.The dynamic height is computed by dividing the NAVD 88
 GB0855.geopotential number by the normal gravity value computed on the
 GB0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0855.degrees latitude (g = 980.6199 gals.).
 GB0855
 GB0855.The modeled gravity was interpolated from observed gravity values.
 GB0855
 GB0855;                    North         East    Units  Estimated Accuracy
 GB0855;SPC TN       -   191,530.      724,410.      MT  (+/- 180 meters Scaled)
 GB0855
 GB0855                          SUPERSEDED SURVEY CONTROL
 GB0855
 GB0855  NGVD 29 (??/??/92)  260.447  (m)          854.48   (f) ADJ UNCH    1 1
 GB0855
 GB0855.Superseded values are not recommended for survey control.
 GB0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0855.See file dsdata.txt to determine how the superseded data were derived.
 GB0855
 GB0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE144923(NAD 83)
 GB0855_MARKER: DB = BENCH MARK DISK
 GB0855_SETTING: 66 = SET IN ROCK OUTCROP
 GB0855_SP_SET: ROCK CUT
 GB0855_STAMPING: J 191 1950
 GB0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0855+STABILITY: POSITION/ELEVATION WELL
 GB0855
 GB0855  HISTORY     - Date     Condition        Report By
 GB0855  HISTORY     - 1950     MONUMENTED       CGS
 GB0855  HISTORY     - 1968     GOOD             NGS
 GB0855
 GB0855                          STATION DESCRIPTION
 GB0855
 GB0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0855'6 MI NW FROM OAKDALE.
 GB0855'ABOUT 6.05 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0855'STATION AT OAKDALE, 0.25 MILE SOUTHEAST OF MILEPOST 248, SET IN THE
 GB0855'TOP OF A LEDGE ON THE NORTHEAST ROCK WALL OF A CUT FOR THE RAILROAD,
 GB0855'31 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 235 FEET NORTHWEST
 GB0855'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT
 GB0855'UNDER THE TRACK, 1.0 FOOT BELOW A 9-INCH TRIANGLE WHICH IS INSCRIBED
 GB0855'IN THE NORTHEAST WALL OF THE CUT, 238.0 FEET NORTHWEST OF BENCH
 GB0855'MARK F 49 E, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1062 ***********************************************************************
 FC1062  DESIGNATION -  J 192
 FC1062  PID         -  FC1062
 FC1062  STATE/COUNTY-  TN/RHEA
 FC1062  USGS QUAD   -  GRAYSVILLE (1990)
 FC1062
 FC1062                         *CURRENT SURVEY CONTROL
 FC1062  ___________________________________________________________________
 FC1062* NAD 83(1986)-  35 29 32.     (N)    085 00 52.     (W)     SCALED    
 FC1062* NAVD 88     -       214.558  (meters)     703.93   (feet)  ADJUSTED  
 FC1062  ___________________________________________________________________
 FC1062  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FC1062  DYNAMIC HT  -         214.353 (meters)     703.26  (feet)  COMP
 FC1062  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 FC1062
 FC1062  VERT ORDER  -  FIRST     CLASS II
 FC1062
 FC1062.The horizontal coordinates were scaled from a topographic map and have
 FC1062.an estimated accuracy of +/- 6 seconds.
 FC1062
 FC1062.The orthometric height was determined by differential leveling
 FC1062.and adjusted by the National Geodetic Survey in June 1991..
 FC1062
 FC1062.The geoid height was determined by GEOID03.
 FC1062
 FC1062.The dynamic height is computed by dividing the NAVD 88
 FC1062.geopotential number by the normal gravity value computed on the
 FC1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1062.degrees latitude (g = 980.6199 gals.).
 FC1062
 FC1062.The modeled gravity was interpolated from observed gravity values.
 FC1062
 FC1062;                    North         East    Units  Estimated Accuracy
 FC1062;SPC TN       -   129,030.      689,420.      MT  (+/- 180 meters Scaled)
 FC1062
 FC1062                          SUPERSEDED SURVEY CONTROL
 FC1062
 FC1062  NGVD 29 (??/??/92)  214.634  (m)          704.18   (f) ADJ UNCH    1 2
 FC1062
 FC1062.Superseded values are not recommended for survey control.
 FC1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1062.See file dsdata.txt to determine how the superseded data were derived.
 FC1062
 FC1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE801294(NAD 83)
 FC1062_MARKER: DB = BENCH MARK DISK
 FC1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1062_SP_SET: BRIDGE
 FC1062_STAMPING: J 192 1950
 FC1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1062
 FC1062  HISTORY     - Date     Condition        Report By
 FC1062  HISTORY     - 1950     MONUMENTED       CGS
 FC1062  HISTORY     - 1972     GOOD             TVA
 FC1062  HISTORY     - 1980     GOOD             LOCSUR
 FC1062
 FC1062                          STATION DESCRIPTION
 FC1062
 FC1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1062'AT DAYTON.
 FC1062'AT DAYTON, ABOUT 0.15 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC1062'FROM THE STATION, SET IN THE TOP OF THE SOUTHEAST END OF THE
 FC1062'SOUTHWEST CONCRETE ABUTMENT OF BRIDGE NO. 299.9 OVER RICHLAND
 FC1062'CREEK, 5.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK
 FC1062'AND ABOUT LEVEL WITH THE TRACK.
 FC1062
 FC1062                          STATION RECOVERY (1972)
 FC1062
 FC1062'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1062'RECOVERED IN GOOD CONDITION.
 FC1062
 FC1062                          STATION RECOVERY (1980)
 FC1062
 FC1062'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FC1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0791 ***********************************************************************
 FC0791  DESIGNATION -  J 193
 FC0791  PID         -  FC0791
 FC0791  STATE/COUNTY-  TN/MONROE
 FC0791  USGS QUAD   -  NIOTA (1990)
 FC0791
 FC0791                         *CURRENT SURVEY CONTROL
 FC0791  ___________________________________________________________________
 FC0791* NAD 83(1986)-  35 35 57.     (N)    084 30 12.     (W)     SCALED    
 FC0791* NAVD 88     -       335.369  (meters)    1100.29   (feet)  ADJUSTED  
 FC0791  ___________________________________________________________________
 FC0791  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0791  DYNAMIC HT  -         335.044 (meters)    1099.22  (feet)  COMP
 FC0791  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 FC0791
 FC0791  VERT ORDER  -  FIRST     CLASS II
 FC0791
 FC0791.The horizontal coordinates were scaled from a topographic map and have
 FC0791.an estimated accuracy of +/- 6 seconds.
 FC0791
 FC0791.The orthometric height was determined by differential leveling
 FC0791.and adjusted by the National Geodetic Survey in June 1991..
 FC0791.WARNING-Repeat measurements at this control monument indicate possible
 FC0791.vertical movement.
 FC0791
 FC0791.The geoid height was determined by GEOID03.
 FC0791
 FC0791.The dynamic height is computed by dividing the NAVD 88
 FC0791.geopotential number by the normal gravity value computed on the
 FC0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0791.degrees latitude (g = 980.6199 gals.).
 FC0791
 FC0791.The modeled gravity was interpolated from observed gravity values.
 FC0791
 FC0791;                    North         East    Units  Estimated Accuracy
 FC0791;SPC TN       -   141,480.      735,610.      MT  (+/- 180 meters Scaled)
 FC0791
 FC0791                          SUPERSEDED SURVEY CONTROL
 FC0791
 FC0791  NGVD 29 (??/??/92)  335.449  (m)         1100.55   (f) ADJ UNCH    1 2
 FC0791
 FC0791.Superseded values are not recommended for survey control.
 FC0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0791.See file dsdata.txt to determine how the superseded data were derived.
 FC0791
 FC0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE261423(NAD 83)
 FC0791_MARKER: DB = BENCH MARK DISK
 FC0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0791_STAMPING: J 193 1950
 FC0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0791+STABILITY: SURFACE MOTION
 FC0791
 FC0791  HISTORY     - Date     Condition        Report By
 FC0791  HISTORY     - 1950     MONUMENTED       CGS
 FC0791  HISTORY     - 1961     GOOD             NGS
 FC0791
 FC0791                          STATION DESCRIPTION
 FC0791
 FC0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0791'2.4 MI W FROM SWEETWATER.
 FC0791'2.35 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0791'HIGHWAY 11 AT SWEETWATER, ABOUT 0.1 MILE SOUTHWEST OF THE TOP OF A
 FC0791'GRADE, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FC0791'22 FEET EAST OF THE CENTER LINE OF A WOODS TRAIL LEADING SOUTH
 FC0791'TO A TRASH PILE, 19 FEET SOUTHEAST OF A LOW FORKED 30-INCH OAK
 FC0791'TREE, 17 FEET SOUTHWEST OF A WIRE FENCE AND THE NORTHEAST EDGE
 FC0791'OF A WOODED AREA, 8 FEET WEST OF A TRIANGULAR BLAZED 20-INCH OAK
 FC0791'TREE, 2 FEET NORTH OF A T.V.A. STEEL WITNESS POST, ABOUT 2 FEET
 FC0791'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0791'4 INCHES.
 FC0791
 FC0791                          STATION RECOVERY (1961)
 FC0791
 FC0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0658 ***********************************************************************
 FC0658  DESIGNATION -  J 194
 FC0658  PID         -  FC0658
 FC0658  STATE/COUNTY-  TN/ROANE
 FC0658  USGS QUAD   -  ROCKWOOD (1980)
 FC0658
 FC0658                         *CURRENT SURVEY CONTROL
 FC0658  ___________________________________________________________________
 FC0658* NAD 83(1986)-  35 50 45.     (N)    084 42 31.     (W)     SCALED    
 FC0658* NAVD 88     -       259.837  (meters)     852.48   (feet)  ADJUSTED  
 FC0658  ___________________________________________________________________
 FC0658  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0658  DYNAMIC HT  -         259.594 (meters)     851.68  (feet)  COMP
 FC0658  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 FC0658
 FC0658  VERT ORDER  -  FIRST     CLASS II
 FC0658
 FC0658.The horizontal coordinates were scaled from a topographic map and have
 FC0658.an estimated accuracy of +/- 6 seconds.
 FC0658
 FC0658.The orthometric height was determined by differential leveling
 FC0658.and adjusted by the National Geodetic Survey in June 1991..
 FC0658
 FC0658.The geoid height was determined by GEOID03.
 FC0658
 FC0658.The dynamic height is computed by dividing the NAVD 88
 FC0658.geopotential number by the normal gravity value computed on the
 FC0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0658.degrees latitude (g = 980.6199 gals.).
 FC0658
 FC0658.The modeled gravity was interpolated from observed gravity values.
 FC0658
 FC0658;                    North         East    Units  Estimated Accuracy
 FC0658;SPC TN       -   168,580.      716,650.      MT  (+/- 180 meters Scaled)
 FC0658
 FC0658                          SUPERSEDED SURVEY CONTROL
 FC0658
 FC0658  NGVD 29 (??/??/92)  259.937  (m)          852.81   (f) ADJ UNCH    1 2
 FC0658
 FC0658.Superseded values are not recommended for survey control.
 FC0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0658.See file dsdata.txt to determine how the superseded data were derived.
 FC0658
 FC0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE069692(NAD 83)
 FC0658_MARKER: DB = BENCH MARK DISK
 FC0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0658_SP_SET: PIER (BRIDGE)
 FC0658_STAMPING: J 194 1950
 FC0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0658
 FC0658  HISTORY     - Date     Condition        Report By
 FC0658  HISTORY     - 1950     MONUMENTED       CGS
 FC0658  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC0658
 FC0658                          STATION DESCRIPTION
 FC0658
 FC0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0658'1.9 MI SW FROM ROCKWOOD.
 FC0658'1.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0658'AT ROCKWOOD, AT THE OVERPASS OF U.S. HIGHWAY 70 OVER THE TRACK,
 FC0658'SET VERTICALLY IN THE WEST FACE OF THE SECOND CONCRETE PIER
 FC0658'FROM THE SOUTH END OF ROW OF PIERS, 20.8 FEET EAST OF THE EAST
 FC0658'RAIL, ABOUT LEVEL WITH THE TRACK AND 2 FEET ABOVE THE GROUND.
 FC0658
 FC0658                          STATION RECOVERY (1972)
 FC0658
 FC0658'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0126 ***********************************************************************
 FC0126  DESIGNATION -  J 195
 FC0126  PID         -  FC0126
 FC0126  STATE/COUNTY-  TN/ROANE
 FC0126  USGS QUAD   -  ELVERTON (1990)
 FC0126
 FC0126                         *CURRENT SURVEY CONTROL
 FC0126  ___________________________________________________________________
 FC0126* NAD 83(1986)-  35 58 29.     (N)    084 27 27.     (W)     SCALED    
 FC0126* NAVD 88     -       233.637  (meters)     766.52   (feet)  ADJUSTED  
 FC0126  ___________________________________________________________________
 FC0126  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0126  DYNAMIC HT  -         233.424 (meters)     765.83  (feet)  COMP
 FC0126  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FC0126
 FC0126  VERT ORDER  -  FIRST     CLASS I
 FC0126
 FC0126.The horizontal coordinates were scaled from a topographic map and have
 FC0126.an estimated accuracy of +/- 6 seconds.
 FC0126
 FC0126.The orthometric height was determined by differential leveling
 FC0126.and adjusted by the National Geodetic Survey in June 1991..
 FC0126
 FC0126.The geoid height was determined by GEOID03.
 FC0126
 FC0126.The dynamic height is computed by dividing the NAVD 88
 FC0126.geopotential number by the normal gravity value computed on the
 FC0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0126.degrees latitude (g = 980.6199 gals.).
 FC0126
 FC0126.The modeled gravity was interpolated from observed gravity values.
 FC0126
 FC0126;                    North         East    Units  Estimated Accuracy
 FC0126;SPC TN       -   183,210.      739,110.      MT  (+/- 180 meters Scaled)
 FC0126
 FC0126                          SUPERSEDED SURVEY CONTROL
 FC0126
 FC0126  NGVD 29 (??/??/92)  233.760  (m)          766.93   (f) ADJ UNCH    1 1
 FC0126
 FC0126.Superseded values are not recommended for survey control.
 FC0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0126.See file dsdata.txt to determine how the superseded data were derived.
 FC0126
 FC0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE292841(NAD 83)
 FC0126_MARKER: DB = BENCH MARK DISK
 FC0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0126_SP_SET: CULVERT
 FC0126_STAMPING: J 195 1950
 FC0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0126
 FC0126  HISTORY     - Date     Condition        Report By
 FC0126  HISTORY     - 1950     MONUMENTED       CGS
 FC0126  HISTORY     - 1967     GOOD             NGS
 FC0126
 FC0126                          STATION DESCRIPTION
 FC0126
 FC0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0126'6.2 MI NE FROM HARRIMAN.
 FC0126'ABOUT 6.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0126'STATION AT HARRIMAN, ABOUT 0.1 MILE NORTHEAST OF MILEPOST
 FC0126'44, 70 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF
 FC0126'THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 10-FOOT CONCRETE
 FC0126'BOX CULVERT UNDER STATE HIGHWAY 61, 17 1/2 FEET SOUTHEAST OF THE
 FC0126'CENTER LINE OF THE HIGHWAY, 1.2 FEET NORTHEAST OF THE SOUTHWEST
 FC0126'END OF THE HEAD WALL, ABOUT LEVEL WITH THE TRACK AND ABOUT
 FC0126'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0887 ***********************************************************************
 GB0887  DESIGNATION -  J 196
 GB0887  PID         -  GB0887
 GB0887  STATE/COUNTY-  TN/MORGAN
 GB0887  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0887
 GB0887                         *CURRENT SURVEY CONTROL
 GB0887  ___________________________________________________________________
 GB0887* NAD 83(1986)-  36 14 19.     (N)    084 40 10.     (W)     SCALED    
 GB0887* NAVD 88     -       416.739  (meters)    1367.25   (feet)  ADJUSTED  
 GB0887  ___________________________________________________________________
 GB0887  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GB0887  DYNAMIC HT  -         416.374 (meters)    1366.05  (feet)  COMP
 GB0887  MODELED GRAV-     979,744.3   (mgal)                       NAVD 88
 GB0887
 GB0887  VERT ORDER  -  FIRST     CLASS I
 GB0887
 GB0887.The horizontal coordinates were scaled from a topographic map and have
 GB0887.an estimated accuracy of +/- 6 seconds.
 GB0887
 GB0887.The orthometric height was determined by differential leveling
 GB0887.and adjusted by the National Geodetic Survey in June 1991..
 GB0887
 GB0887.The geoid height was determined by GEOID03.
 GB0887
 GB0887.The dynamic height is computed by dividing the NAVD 88
 GB0887.geopotential number by the normal gravity value computed on the
 GB0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0887.degrees latitude (g = 980.6199 gals.).
 GB0887
 GB0887.The modeled gravity was interpolated from observed gravity values.
 GB0887
 GB0887;                    North         East    Units  Estimated Accuracy
 GB0887;SPC TN       -   212,200.      719,600.      MT  (+/- 180 meters Scaled)
 GB0887
 GB0887                          SUPERSEDED SURVEY CONTROL
 GB0887
 GB0887  NGVD 29 (??/??/92)  416.847  (m)         1367.61   (f) ADJ UNCH    1 1
 GB0887
 GB0887.Superseded values are not recommended for survey control.
 GB0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0887.See file dsdata.txt to determine how the superseded data were derived.
 GB0887
 GB0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF094129(NAD 83)
 GB0887_MARKER: DB = BENCH MARK DISK
 GB0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0887_STAMPING: J 196 1950
 GB0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0887+STABILITY: SURFACE MOTION
 GB0887
 GB0887  HISTORY     - Date     Condition        Report By
 GB0887  HISTORY     - 1950     MONUMENTED       CGS
 GB0887  HISTORY     - 1968     GOOD             NGS
 GB0887
 GB0887                          STATION DESCRIPTION
 GB0887
 GB0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0887'0.4 MI S FROM SUNBRIGHT.
 GB0887'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0887'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0887'SOUTHERN RAILWAY, 98 FEET NORTH OF MILEPOST 232, 108 FEET EAST
 GB0887'OF THE EAST RAIL OF THE SIDETRACK, 29 1/2 FEET WEST OF THE WEST
 GB0887'RAIL OF THE MAIN TRACK OF THE SOUTHERN RAILWAY, 286 FEET NORTH
 GB0887'OF A SIGN WHICH READS SUNBRIGHT, 214 FEET NORTH OF THE NORTHEAST
 GB0887'CORNER OF AN ABANDONED CONCRETE FOUNDATION, 6 INCHES NORTH OF
 GB0887'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 GB0887'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0935 ***********************************************************************
 GB0935  DESIGNATION -  J 197
 GB0935  PID         -  GB0935
 GB0935  STATE/COUNTY-  TN/SCOTT
 GB0935  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0935
 GB0935                         *CURRENT SURVEY CONTROL
 GB0935  ___________________________________________________________________
 GB0935* NAD 83(1986)-  36 25 15.     (N)    084 32 45.     (W)     SCALED    
 GB0935* NAVD 88     -       418.261  (meters)    1372.24   (feet)  ADJUSTED  
 GB0935  ___________________________________________________________________
 GB0935  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GB0935  DYNAMIC HT  -         417.905 (meters)    1371.08  (feet)  COMP
 GB0935  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 GB0935
 GB0935  VERT ORDER  -  FIRST     CLASS I
 GB0935
 GB0935.The horizontal coordinates were scaled from a topographic map and have
 GB0935.an estimated accuracy of +/- 6 seconds.
 GB0935
 GB0935.The orthometric height was determined by differential leveling
 GB0935.and adjusted by the National Geodetic Survey in June 1991..
 GB0935
 GB0935.The geoid height was determined by GEOID03.
 GB0935
 GB0935.The dynamic height is computed by dividing the NAVD 88
 GB0935.geopotential number by the normal gravity value computed on the
 GB0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0935.degrees latitude (g = 980.6199 gals.).
 GB0935
 GB0935.The modeled gravity was interpolated from observed gravity values.
 GB0935
 GB0935;                    North         East    Units  Estimated Accuracy
 GB0935;SPC TN       -   232,580.      730,410.      MT  (+/- 180 meters Scaled)
 GB0935
 GB0935                          SUPERSEDED SURVEY CONTROL
 GB0935
 GB0935  NGVD 29 (??/??/92)  418.389  (m)         1372.66   (f) ADJ UNCH    1 1
 GB0935
 GB0935.Superseded values are not recommended for survey control.
 GB0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0935.See file dsdata.txt to determine how the superseded data were derived.
 GB0935
 GB0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF200334(NAD 83)
 GB0935_MARKER: DB = BENCH MARK DISK
 GB0935_SETTING: 66 = SET IN ROCK OUTCROP
 GB0935_SP_SET: ROCK OUTCROP
 GB0935_STAMPING: J 197 1950
 GB0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0935+STABILITY: POSITION/ELEVATION WELL
 GB0935
 GB0935  HISTORY     - Date     Condition        Report By
 GB0935  HISTORY     - 1950     MONUMENTED       CGS
 GB0935  HISTORY     - 1968     GOOD             NGS
 GB0935
 GB0935                          STATION DESCRIPTION
 GB0935
 GB0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0935'0.7 MI S FROM HELENWOOD.
 GB0935'ABOUT 0.7 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0935'AT HELENWOOD, NEAR THE CENTER OF A FILL BETWEEN TWO CUTS FOR
 GB0935'THE RAILROAD, 0.3 MILE NORTHEAST OF MILEPOST 216, SET IN THE
 GB0935'TOP OF A ROCK OUTCROP WHICH PROJECTS 1 1/2 FEET ON THE SOUTH
 GB0935'SIDE, 81 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE OLDER
 GB0935'TRACK, 100 YARDS SOUTHEAST OF THE NEWER TRACK, 53 FEET NORTHWEST
 GB0935'OF MARKER POST NUMBER 215.4 FOR AN UNDERGROUND TELEPHONE CABLE,
 GB0935'45 FEET WEST OF THE SOUTH END OF THE CONCRETE HEADWALL OF A
 GB0935'CULVERT UNDER THE TRACK, 26 FEET NORTHWEST OF A FENCE, 19 FEET
 GB0935'NORTHWEST OF AN 18-INCH POPLAR TREE, AND ABOUT 7 FEET BELOW THE
 GB0935'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1142 ***********************************************************************
 GC1142  DESIGNATION -  J 198
 GC1142  PID         -  GC1142
 GC1142  STATE/COUNTY-  TN/MONTGOMERY
 GC1142  USGS QUAD   -  CLARKSVILLE (1984)
 GC1142
 GC1142                         *CURRENT SURVEY CONTROL
 GC1142  ___________________________________________________________________
 GC1142* NAD 83(1986)-  36 35 21.     (N)    087 16 15.     (W)     SCALED    
 GC1142* NAVD 88     -       156.753  (meters)     514.28   (feet)  ADJUSTED  
 GC1142  ___________________________________________________________________
 GC1142  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1142  DYNAMIC HT  -         156.625 (meters)     513.86  (feet)  COMP
 GC1142  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 GC1142
 GC1142  VERT ORDER  -  FIRST     CLASS II
 GC1142
 GC1142.The horizontal coordinates were scaled from a topographic map and have
 GC1142.an estimated accuracy of +/- 6 seconds.
 GC1142
 GC1142.The orthometric height was determined by differential leveling
 GC1142.and adjusted by the National Geodetic Survey in June 1991..
 GC1142
 GC1142.The geoid height was determined by GEOID03.
 GC1142
 GC1142.The dynamic height is computed by dividing the NAVD 88
 GC1142.geopotential number by the normal gravity value computed on the
 GC1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1142.degrees latitude (g = 980.6199 gals.).
 GC1142
 GC1142.The modeled gravity was interpolated from observed gravity values.
 GC1142
 GC1142;                    North         East    Units  Estimated Accuracy
 GC1142;SPC TN       -   251,030.      486,280.      MT  (+/- 180 meters Scaled)
 GC1142
 GC1142                          SUPERSEDED SURVEY CONTROL
 GC1142
 GC1142  NGVD 29 (??/??/92)  156.826  (m)          514.52   (f) ADJ UNCH    1 2
 GC1142
 GC1142.Superseded values are not recommended for survey control.
 GC1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1142.See file dsdata.txt to determine how the superseded data were derived.
 GC1142
 GC1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF757493(NAD 83)
 GC1142_MARKER: DB = BENCH MARK DISK
 GC1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1142_STAMPING: J 198 1954
 GC1142_MARK LOGO: CGS   
 GC1142_PROJECTION: FLUSH
 GC1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1142+STABILITY: SURFACE MOTION
 GC1142
 GC1142  HISTORY     - Date     Condition        Report By
 GC1142  HISTORY     - 1954     MONUMENTED       CGS
 GC1142  HISTORY     - 1965     GOOD             NGS
 GC1142  HISTORY     - 1984     GOOD             NGS
 GC1142
 GC1142                          STATION DESCRIPTION
 GC1142
 GC1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1142'2 MI NE FROM ST BETHLEHEM.
 GC1142'2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1142'FROM THE FLAG STATION AND BLACK TOP ROAD CROSSING AT ST.
 GC1142'BETHLEHEM, ABOUT 263 YARDS SOUTHWEST OF MILE POST 171, 34 FEET
 GC1142'NORTHWEST OF NORTHWEST RAIL, 72 FEET NORTH AND ACROSS TRACK FROM
 GC1142'THE NORTH CORNER OF A TELEPHONE BOOTH, 1 FOOT SOUTHEAST OF A
 GC1142'FENCE LINE, 87 FEET SOUTHWEST OF A FENCE CORNER, 131 FEET EAST OF
 GC1142'POWER POLE NO. 1106, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 GC1142'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GC1142'CONCRETE POST PROJECTING 2 INCHES.
 GC1142
 GC1142                          STATION RECOVERY (1965)
 GC1142
 GC1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GC1142'RECOVERED IN GOOD CONDITION.
 GC1142
 GC1142                          STATION RECOVERY (1984)
 GC1142
 GC1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1142'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO THIS SURVEY.  NEW
 GC1142'DESCRIPTION FOLLOWS.  5.4 KM (3.35 MI) NORTHEAST ALONG U.S. HIGHWAY 79
 GC1142'FROM THE POST OFFICE IN ST. BETHLEHEM, THENCE 1.9 KM (1.2 MI)
 GC1142'EAST-SOUTHEAST ALONG AN ACCESS ROAD TO THE RAILROAD TRACKS AND THE
 GC1142'MARK ON THE LEFT, 91.44 METERS (300.0 FT) NORTHEAST OF THE NORTHBOUND
 GC1142'LANE OF INTERSTATE HIGHWAY 24, 8.99 METERS (29.5 FT) NORTHEAST OF THE
 GC1142'APPROXIMATE CENTER OF AN ACCESS ROAD TO THE INTERNATIONAL LABEL
 GC1142'COMPANY, INC., 7.28 METERS (23.9 FT) NORTHWEST OF A RAILROAD
 GC1142'ELECTRICAL BOX 6 FEET HIGH AND 2.5 FEET WIDE, AND 4.42 METERS
 GC1142'(14.5 FT) SOUTHEAST OF A PIPELINE BLOW OFF SPOUT.
 GC1142'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 GC1142'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0122 ***********************************************************************
 FE0122  HT_MOD      -  This is a Height Modernization Survey Station.
 FE0122  DESIGNATION -  J 20
 FE0122  PID         -  FE0122
 FE0122  STATE/COUNTY-  TN/HENDERSON
 FE0122  USGS QUAD   -  LIFE (1991)
 FE0122
 FE0122                         *CURRENT SURVEY CONTROL
 FE0122  ___________________________________________________________________
 FE0122* NAD 83(1995)-  35 37 03.39517(N)    088 27 10.36638(W)     ADJUSTED  
 FE0122* NAVD 88     -       140.68   (meters)     461.5    (feet)  GPS OBS   
 FE0122  ___________________________________________________________________
 FE0122  X           -     140,149.829 (meters)                     COMP
 FE0122  Y           -  -5,189,021.964 (meters)                     COMP
 FE0122  Z           -   3,693,849.054 (meters)                     COMP
 FE0122  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FE0122  ELLIP HEIGHT-         112.55  (meters)          (04/05/04) GPS OBS
 FE0122  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0122  DYNAMIC HT  -         140.55  (meters)     461.1   (feet)  COMP
 FE0122  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 FE0122
 FE0122  HORZ ORDER  -  B
 FE0122  VERT ORDER  -  THIRD (See Below)
 FE0122  ELLP ORDER  -  FOURTH    CLASS I
 FE0122
 FE0122.The horizontal coordinates were established by GPS observations
 FE0122.and adjusted by the National Geodetic Survey in April 2004..
 FE0122
 FE0122.The orthometric height was determined by GPS observations and a
 FE0122.high-resolution geoid model using precise GPS observation and
 FE0122.processing techniques. It supersedes the leveled height previously
 FE0122.determined for this station.
 FE0122.The vertical order pertains to the first NAVD 88 superseded value.
 FE0122
 FE0122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0122
 FE0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0122
 FE0122.The ellipsoidal height was determined by GPS observations
 FE0122.and is referenced to NAD 83.
 FE0122
 FE0122.The geoid height was determined by GEOID03.
 FE0122
 FE0122.The dynamic height is computed by dividing the NAVD 88
 FE0122.geopotential number by the normal gravity value computed on the
 FE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0122.degrees latitude (g = 980.6199 gals.).
 FE0122
 FE0122.The modeled gravity was interpolated from observed gravity values.
 FE0122
 FE0122;                    North         East     Units Scale Factor Converg.
 FE0122;SPC TN       -   145,273.806   377,809.751   MT  0.99995550   -1 26 09.6
 FE0122;SPC TN       -   476,619.15  1,239,530.82   sFT  0.99995550   -1 26 09.6
 FE0122;UTM  16      - 3,942,508.806   368,421.621   MT  0.99981335   -0 50 46.5
 FE0122
 FE0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0122!SPC TN       -   0.99998233  x   0.99995550  =   0.99993784
 FE0122!UTM  16      -   0.99998233  x   0.99981335  =   0.99979569
 FE0122
 FE0122                          SUPERSEDED SURVEY CONTROL
 FE0122
 FE0122  NAVD 88 (06/15/91)  140.621  (m)          461.35   (f) ADJUSTED    2 0
 FE0122  NGVD 29 (??/??/??)  140.641  (m)          461.42   (f) ADJUSTED    2 0
 FE0122
 FE0122.Superseded values are not recommended for survey control.
 FE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0122.See file dsdata.txt to determine how the superseded data were derived.
 FE0122
 FE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6842242509(NAD 83)
 FE0122_MARKER: DB = BENCH MARK DISK
 FE0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0122_STAMPING: 461.535 J 20 1934
 FE0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0122+STABILITY: SURFACE MOTION
 FE0122
 FE0122  HISTORY     - Date     Condition        Report By
 FE0122  HISTORY     - 1934     MONUMENTED       CGS
 FE0122  HISTORY     - 1936     GOOD             CGS
 FE0122  HISTORY     - 20020603 GOOD             USACE
 FE0122
 FE0122                          STATION DESCRIPTION
 FE0122
 FE0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FE0122'3.9 MI W FROM LEXINGTON.
 FE0122'4.1 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0122'RAILWAY FROM LEXINGTON, HENDERSON COUNTY, 11-1/2 POLES WEST OF
 FE0122'MILEPOST 122, OPPOSITE SURVEY STATION 644+23 60 FEET EAST OF A
 FE0122'GRADE CROSSING, AND 26.5 FEET NORTH OF THE CENTERLINE OF THE MAIN
 FE0122'TRACK.  A STANDARD DISK, STAMPED 461.535 J 20 1934 AND SET IN THE
 FE0122'TOP OF A CONCRETE POST.
 FE0122
 FE0122                          STATION RECOVERY (2002)
 FE0122
 FE0122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002
 FE0122'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0155 ***********************************************************************
 GB0155  DESIGNATION -  J 201
 GB0155  PID         -  GB0155
 GB0155  STATE/COUNTY-  TN/SCOTT
 GB0155  USGS QUAD   -  KETCHEN (1982)
 GB0155
 GB0155                         *CURRENT SURVEY CONTROL
 GB0155  ___________________________________________________________________
 GB0155* NAD 83(1986)-  36 34 23.     (N)    084 21 03.     (W)     SCALED    
 GB0155* NAVD 88     -       340.969  (meters)    1118.66   (feet)  ADJUSTED  
 GB0155  ___________________________________________________________________
 GB0155  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB0155  DYNAMIC HT  -         340.684 (meters)    1117.73  (feet)  COMP
 GB0155  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 GB0155
 GB0155  VERT ORDER  -  SECOND    CLASS 0
 GB0155
 GB0155.The horizontal coordinates were scaled from a topographic map and have
 GB0155.an estimated accuracy of +/- 6 seconds.
 GB0155
 GB0155.The orthometric height was determined by differential leveling
 GB0155.and adjusted by the National Geodetic Survey in June 1991..
 GB0155
 GB0155.The geoid height was determined by GEOID03.
 GB0155
 GB0155.The dynamic height is computed by dividing the NAVD 88
 GB0155.geopotential number by the normal gravity value computed on the
 GB0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0155.degrees latitude (g = 980.6199 gals.).
 GB0155
 GB0155.The modeled gravity was interpolated from observed gravity values.
 GB0155
 GB0155;                    North         East    Units  Estimated Accuracy
 GB0155;SPC TN       -   249,750.      747,610.      MT  (+/- 180 meters Scaled)
 GB0155
 GB0155                          SUPERSEDED SURVEY CONTROL
 GB0155
 GB0155  NGVD 29 (??/??/92)  341.105  (m)         1119.11   (f) ADJ UNCH    2 0
 GB0155
 GB0155.Superseded values are not recommended for survey control.
 GB0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0155.See file dsdata.txt to determine how the superseded data were derived.
 GB0155
 GB0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF370507(NAD 83)
 GB0155_MARKER: DB = BENCH MARK DISK
 GB0155_SETTING: 66 = SET IN ROCK OUTCROP
 GB0155_SP_SET: ROCK OUTCROP
 GB0155_STAMPING: J 201 1951 1119.109
 GB0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0155+STABILITY: POSITION/ELEVATION WELL
 GB0155
 GB0155  HISTORY     - Date     Condition        Report By
 GB0155  HISTORY     - 1951     MONUMENTED       CGS
 GB0155  HISTORY     - 1957     GOOD             NGS
 GB0155  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0155
 GB0155                          STATION DESCRIPTION
 GB0155
 GB0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0155'2.2 MI W FROM KETCHEN.
 GB0155'ABOUT 2.2 MILES WEST ALONG A DIRT ROAD FROM THE CHURCH AND
 GB0155'SCHOOL AT KETCHEN, ABOUT 0.25 MILE EAST OF A CHURCH, ABOUT 0.95
 GB0155'MILE EAST OF A 45-FOOT WOODEN BRIDGE OVER A CREEK, ABOUT 1.15
 GB0155'MILES WEST OF A BRIDGE OVER GUM FORK, SET IN THE TOP OF THE
 GB0155'SOUTH EDGE OF A SLANTING OUTCROP OF ROCK AT AN OLD ABANDONED SCHOOL,
 GB0155'29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 129 FEET
 GB0155'NORTHEAST OF THE NORTH CORNER OF THE OLD SCHOOL BUILDING, 9
 GB0155'FEET WEST OF A 15-INCH SYCAMORE TREE, ABOUT 4 FEET ABOVE THE
 GB0155'ROAD AND SET IN A DRILL HOLE.
 GB0155
 GB0155                          STATION RECOVERY (1957)
 GB0155
 GB0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0155'RECOVERED IN GOOD CONDITION.
 GB0155
 GB0155                          STATION RECOVERY (1977)
 GB0155
 GB0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0159 ***********************************************************************
 GB0159  DESIGNATION -  J 202
 GB0159  PID         -  GB0159
 GB0159  STATE/COUNTY-  TN/SCOTT
 GB0159  USGS QUAD   -  KETCHEN (1982)
 GB0159
 GB0159                         *CURRENT SURVEY CONTROL
 GB0159  ___________________________________________________________________
 GB0159* NAD 83(1986)-  36 34 44.     (N)    084 17 33.     (W)     SCALED    
 GB0159* NAVD 88     -       329.920  (meters)    1082.41   (feet)  ADJUSTED  
 GB0159  ___________________________________________________________________
 GB0159  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GB0159  DYNAMIC HT  -         329.641 (meters)    1081.50  (feet)  COMP
 GB0159  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 GB0159
 GB0159  VERT ORDER  -  SECOND    CLASS 0
 GB0159
 GB0159.The horizontal coordinates were scaled from a topographic map and have
 GB0159.an estimated accuracy of +/- 6 seconds.
 GB0159
 GB0159.The orthometric height was determined by differential leveling
 GB0159.and adjusted by the National Geodetic Survey in June 1991..
 GB0159
 GB0159.The geoid height was determined by GEOID03.
 GB0159
 GB0159.The dynamic height is computed by dividing the NAVD 88
 GB0159.geopotential number by the normal gravity value computed on the
 GB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0159.degrees latitude (g = 980.6199 gals.).
 GB0159
 GB0159.The modeled gravity was interpolated from observed gravity values.
 GB0159
 GB0159;                    North         East    Units  Estimated Accuracy
 GB0159;SPC TN       -   250,480.      752,820.      MT  (+/- 180 meters Scaled)
 GB0159
 GB0159                          SUPERSEDED SURVEY CONTROL
 GB0159
 GB0159  NGVD 29 (??/??/92)  330.055  (m)         1082.86   (f) ADJ UNCH    2 0
 GB0159
 GB0159.Superseded values are not recommended for survey control.
 GB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0159.See file dsdata.txt to determine how the superseded data were derived.
 GB0159
 GB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF422515(NAD 83)
 GB0159_MARKER: DB = BENCH MARK DISK
 GB0159_SETTING: 66 = SET IN ROCK OUTCROP
 GB0159_SP_SET: ROCK OUTCROP
 GB0159_STAMPING: J 202 1951 1082.855
 GB0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0159+STABILITY: POSITION/ELEVATION WELL
 GB0159
 GB0159  HISTORY     - Date     Condition        Report By
 GB0159  HISTORY     - 1951     MONUMENTED       CGS
 GB0159  HISTORY     - 1957     GOOD             NGS
 GB0159
 GB0159                          STATION DESCRIPTION
 GB0159
 GB0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0159'1.6 MI E FROM KETCHEN.
 GB0159'ABOUT 1.65 MILES EAST ALONG A DIRT ROAD FROM THE CHURCH AND
 GB0159'SCHOOL AT KETCHEN, ABOUT 0.3 MILE WEST OF THE JUNCTION OF AN OLD
 GB0159'LOGGING ROAD LEADING NORTHEAST, ON THE OUTSIDE OF A CURVE WITH
 GB0159'TANGENTS EXTENDING EAST AND NORTHWEST, ON THE EAST SIDE OF A
 GB0159'SMALL RAVINE, SET IN THE TOP OF THE WEST EDGE OF A LARGE ROCK
 GB0159'OUTCROP, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2
 GB0159'FEET EAST OF THE WEST EDGE OF OUTCROP AND ABOUT 3 FEET ABOVE
 GB0159'THE ROAD.
 GB0159
 GB0159                          STATION RECOVERY (1957)
 GB0159
 GB0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1088 ***********************************************************************
 GB1088  DESIGNATION -  J 203
 GB1088  PID         -  GB1088
 GB1088  STATE/COUNTY-  TN/PICKETT
 GB1088  USGS QUAD   -  SHARP PLACE (1981)
 GB1088
 GB1088                         *CURRENT SURVEY CONTROL
 GB1088  ___________________________________________________________________
 GB1088* NAD 83(1986)-  36 34 31.     (N)    084 50 39.     (W)     SCALED    
 GB1088* NAVD 88     -       506.692  (meters)    1662.37   (feet)  ADJUSTED  
 GB1088  ___________________________________________________________________
 GB1088  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1088  DYNAMIC HT  -         506.266 (meters)    1660.97  (feet)  COMP
 GB1088  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 GB1088
 GB1088  VERT ORDER  -  SECOND    CLASS 0
 GB1088
 GB1088.The horizontal coordinates were scaled from a topographic map and have
 GB1088.an estimated accuracy of +/- 6 seconds.
 GB1088
 GB1088.The orthometric height was determined by differential leveling
 GB1088.and adjusted by the National Geodetic Survey in June 1991..
 GB1088
 GB1088.The geoid height was determined by GEOID03.
 GB1088
 GB1088.The dynamic height is computed by dividing the NAVD 88
 GB1088.geopotential number by the normal gravity value computed on the
 GB1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1088.degrees latitude (g = 980.6199 gals.).
 GB1088
 GB1088.The modeled gravity was interpolated from observed gravity values.
 GB1088
 GB1088;                    North         East    Units  Estimated Accuracy
 GB1088;SPC TN       -   249,360.      703,450.      MT  (+/- 180 meters Scaled)
 GB1088
 GB1088                          SUPERSEDED SURVEY CONTROL
 GB1088
 GB1088  NGVD 29 (??/??/92)  506.821  (m)         1662.80   (f) ADJ UNCH    2 0
 GB1088
 GB1088.Superseded values are not recommended for survey control.
 GB1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1088.See file dsdata.txt to determine how the superseded data were derived.
 GB1088
 GB1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF928499(NAD 83)
 GB1088_MARKER: DB = BENCH MARK DISK
 GB1088_SETTING: 66 = SET IN ROCK OUTCROP
 GB1088_SP_SET: ROCK OUTCROP
 GB1088_STAMPING: J 203 1951 1662.795
 GB1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1088+STABILITY: POSITION/ELEVATION WELL
 GB1088
 GB1088  HISTORY     - Date     Condition        Report By
 GB1088  HISTORY     - 1951     MONUMENTED       CGS
 GB1088  HISTORY     - 1958     GOOD             NGS
 GB1088
 GB1088                          STATION DESCRIPTION
 GB1088
 GB1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1088'11.4 MI N FROM PICKETT.
 GB1088'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1088'AT EAST JAMESTOWN, THENCE ABOUT 5.25 MILES NORTHWEST AND
 GB1088'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 70 YARDS SOUTHWEST OF
 GB1088'CENTER OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST AND NORTH,
 GB1088'IN THE TOP OF A FLAT OUTCROPPING OF SANDSTONE ABOUT 27 BY 6
 GB1088'FEET, 27 FEET NORTHWEST OF CENTER LINE OF ROAD, 40 FEET NORTHWEST
 GB1088'AND ACROSS ROAD FROM A SLASH BLAZED 5-INCH OAK TREE, 16 FEET
 GB1088'NORTHEAST OF SOUTHWEST END OF OUTCROP AND ABOUT 5 FEET BELOW
 GB1088'ROAD.
 GB1088
 GB1088                          STATION RECOVERY (1958)
 GB1088
 GB1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1579 ***********************************************************************
 GB1579  DESIGNATION -  J 204
 GB1579  PID         -  GB1579
 GB1579  STATE/COUNTY-  TN/CLAY
 GB1579  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1579
 GB1579                         *CURRENT SURVEY CONTROL
 GB1579  ___________________________________________________________________
 GB1579* NAD 83(1986)-  36 32 34.     (N)    085 27 16.     (W)     SCALED    
 GB1579* NAVD 88     -       184.830  (meters)     606.40   (feet)  ADJUSTED  
 GB1579  ___________________________________________________________________
 GB1579  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1579  DYNAMIC HT  -         184.670 (meters)     605.87  (feet)  COMP
 GB1579  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 GB1579
 GB1579  VERT ORDER  -  SECOND    CLASS 0
 GB1579
 GB1579.The horizontal coordinates were scaled from a topographic map and have
 GB1579.an estimated accuracy of +/- 6 seconds.
 GB1579
 GB1579.The orthometric height was determined by differential leveling
 GB1579.and adjusted by the National Geodetic Survey in June 1991..
 GB1579
 GB1579.The geoid height was determined by GEOID03.
 GB1579
 GB1579.The dynamic height is computed by dividing the NAVD 88
 GB1579.geopotential number by the normal gravity value computed on the
 GB1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1579.degrees latitude (g = 980.6199 gals.).
 GB1579
 GB1579.The modeled gravity was interpolated from observed gravity values.
 GB1579
 GB1579;                    North         East    Units  Estimated Accuracy
 GB1579;SPC TN       -   245,280.      648,850.      MT  (+/- 180 meters Scaled)
 GB1579
 GB1579                          SUPERSEDED SURVEY CONTROL
 GB1579
 GB1579  NGVD 29 (??/??/92)  184.939  (m)          606.75   (f) ADJ UNCH    2 0
 GB1579
 GB1579.Superseded values are not recommended for survey control.
 GB1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1579.See file dsdata.txt to determine how the superseded data were derived.
 GB1579
 GB1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF383452(NAD 83)
 GB1579_MARKER: DB = BENCH MARK DISK
 GB1579_SETTING: 66 = SET IN ROCK OUTCROP
 GB1579_SP_SET: LIMESTONE
 GB1579_STAMPING: J 204 1951
 GB1579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1579+STABILITY: POSITION/ELEVATION WELL
 GB1579
 GB1579  HISTORY     - Date     Condition        Report By
 GB1579  HISTORY     - 1951     MONUMENTED       CGS
 GB1579  HISTORY     - 1966     GOOD             NGS
 GB1579
 GB1579                          STATION DESCRIPTION
 GB1579
 GB1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1579'3.4 MI NE FROM CELINA.
 GB1579'ABOUT 2.85 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 53 FROM
 GB1579'THE COURT HOUSE AT CELINA, THENCE ABOUT 0.6 MILE EAST ALONG A
 GB1579'BLACK TOP ROAD LEADING TO DALE HOLLOW DAM, ABOUT 0.3 MILE
 GB1579'NORTHWEST OF NORTH END OF DALE HOLLOW DAM, ABOUT 50 YARDS
 GB1579'SOUTHWEST OF THE JUNCTION OF A PROMINENT GRAVEL ROAD LEADING
 GB1579'NORTH AND A CURVE IN THE BLACK TOP ROAD WITH TANGENTS EXTENDING
 GB1579'SOUTHWEST AND SOUTHEAST, 19 FEET NORTHWEST OF CENTER LINE OF
 GB1579'BLACK TOP ROAD, SET VERTICALLY IN THE SOUTH FACE OF A MASS OF HARD
 GB1579'LIMESTONE ROCK PROJECTING OUT OF SOUTHEAST FACE OF A ROCK CUT,
 GB1579'AND ABOUT 3 1/2 FEET ABOVE BLACK TOP ROAD.
 GB1579
 GB1579                          STATION RECOVERY (1966)
 GB1579
 GB1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0174 ***********************************************************************
 FE0174  DESIGNATION -  J 21
 FE0174  PID         -  FE0174
 FE0174  STATE/COUNTY-  TN/DECATUR
 FE0174  USGS QUAD   -  BATH SPRINGS (1972)
 FE0174
 FE0174                         *CURRENT SURVEY CONTROL
 FE0174  ___________________________________________________________________
 FE0174* NAD 83(1986)-  35 29 29.     (N)    088 06 00.     (W)     SCALED    
 FE0174* NAVD 88     -       175.442  (meters)     575.60   (feet)  POSTED    
 FE0174  ___________________________________________________________________
 FE0174  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE0174  DYNAMIC HT  -         175.280 (meters)     575.06  (feet)  COMP
 FE0174  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FE0174
 FE0174  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FE0174
 FE0174.The horizontal coordinates were scaled from a topographic map and have
 FE0174.an estimated accuracy of +/- 6 seconds.
 FE0174
 FE0174.The orthometric height was determined by differential leveling
 FE0174.and adjusted by the National Geodetic Survey in 1992..
 FE0174.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FE0174.rate of 2.1 thru 3.0 mm/km.
 FE0174
 FE0174.The geoid height was determined by GEOID03.
 FE0174
 FE0174.The dynamic height is computed by dividing the NAVD 88
 FE0174.geopotential number by the normal gravity value computed on the
 FE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0174.degrees latitude (g = 980.6199 gals.).
 FE0174
 FE0174.The modeled gravity was interpolated from observed gravity values.
 FE0174
 FE0174;                    North         East    Units  Estimated Accuracy
 FE0174;SPC TN       -   130,530.      409,470.      MT  (+/- 180 meters Scaled)
 FE0174
 FE0174                          SUPERSEDED SURVEY CONTROL
 FE0174
 FE0174  NGVD 29 (??/??/??)  175.452  (m)          575.63   (f) ADJUSTED    2 0
 FE0174
 FE0174.Superseded values are not recommended for survey control.
 FE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0174.See file dsdata.txt to determine how the superseded data were derived.
 FE0174
 FE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE002280(NAD 83)
 FE0174_MARKER: DB = BENCH MARK DISK
 FE0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0174_STAMPING: 575.796 J 21 1934
 FE0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0174+STABILITY: SURFACE MOTION
 FE0174
 FE0174  HISTORY     - Date     Condition        Report By
 FE0174  HISTORY     - 1934     MONUMENTED       CGS
 FE0174  HISTORY     - 1935     GOOD             CGS
 FE0174
 FE0174                          STATION DESCRIPTION
 FE0174
 FE0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0174'7.8 MI S FROM DECATURVILLE.
 FE0174'7.75 MILES SOUTH ALONG STATE HIGHWAY 69 FROM DECATURVILLE,
 FE0174'DECATUR COUNTY, 350 FEET NORTHWEST OF THE STORE OWNED IN 1934 BY
 FE0174'J.A. JONES, AT THE TOP OF A HILL, AT THE Y-INTERSECTION OF A
 FE0174'ROAD LEADING SOUTHEAST, 40 FEET WEST OF THE Y-ROAD, 30 FEET
 FE0174'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET SOUTHWEST
 FE0174'OF A TWIN RED OAK TREE, 17 FEET WEST OF A FENCE, AND 2 FEET
 FE0174'SOUTH OF A STEEL POST.  A STANDARD DISK, STAMPED 575.796 J 21
 FE0174'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1082 ***********************************************************************
 FE1082  DESIGNATION -  J 213
 FE1082  PID         -  FE1082
 FE1082  STATE/COUNTY-  TN/FAYETTE
 FE1082  USGS QUAD   -  LAMBERT (1983)
 FE1082
 FE1082                         *CURRENT SURVEY CONTROL
 FE1082  ___________________________________________________________________
 FE1082* NAD 83(1986)-  35 21 57.     (N)    089 27 09.     (W)     SCALED    
 FE1082* NAVD 88     -       100.958  (meters)     331.23   (feet)  ADJUSTED  
 FE1082  ___________________________________________________________________
 FE1082  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1082  DYNAMIC HT  -         100.868 (meters)     330.93  (feet)  COMP
 FE1082  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 FE1082
 FE1082  VERT ORDER  -  SECOND    CLASS 0
 FE1082
 FE1082.The horizontal coordinates were scaled from a topographic map and have
 FE1082.an estimated accuracy of +/- 6 seconds.
 FE1082
 FE1082.The orthometric height was determined by differential leveling
 FE1082.and adjusted by the National Geodetic Survey in June 1991..
 FE1082
 FE1082.The geoid height was determined by GEOID03.
 FE1082
 FE1082.The dynamic height is computed by dividing the NAVD 88
 FE1082.geopotential number by the normal gravity value computed on the
 FE1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1082.degrees latitude (g = 980.6199 gals.).
 FE1082
 FE1082.The modeled gravity was interpolated from observed gravity values.
 FE1082
 FE1082;                    North         East    Units  Estimated Accuracy
 FE1082;SPC TN       -   120,090.      286,310.      MT  (+/- 180 meters Scaled)
 FE1082
 FE1082                          SUPERSEDED SURVEY CONTROL
 FE1082
 FE1082  NGVD 29 (??/??/??)  100.943  (m)          331.18   (f) ADJUSTED    2 0
 FE1082
 FE1082.Superseded values are not recommended for survey control.
 FE1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1082.See file dsdata.txt to determine how the superseded data were derived.
 FE1082
 FE1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE771163(NAD 83)
 FE1082_MARKER: DB = BENCH MARK DISK
 FE1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1082_STAMPING: J 213 1959
 FE1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1082+STABILITY: SURFACE MOTION
 FE1082
 FE1082  HISTORY     - Date     Condition        Report By
 FE1082  HISTORY     - 1959     MONUMENTED       CGS
 FE1082  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1082
 FE1082                          STATION DESCRIPTION
 FE1082
 FE1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1082'8.9 MI ESE FROM BRADEN.
 FE1082'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1082'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1082'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE
 FE1082'1 MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1082'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1082'THENCE 2.4 MILES ALONG A GRAVEL ROAD, 0.1 MILE SOUTH OF A BEND
 FE1082'IN THE ROAD, 115.8 FEET EAST-SOUTHEAST OF A POWERLINE POLE,
 FE1082'21.7 FEET EAST OF THE CENTER OF A DIRT ROAD AND 2 FEET SOUTH
 FE1082'OF A WITNESS POST.  A C AND GS DISK SET IN THE TOP OF A CONCRETE
 FE1082'POST, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND
 FE1082'AND ABOUT LEVEL WITH THE ROAD.
 FE1082
 FE1082                          STATION RECOVERY (2002)
 FE1082
 FE1082'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1115 ***********************************************************************
 FE1115  DESIGNATION -  J 214
 FE1115  PID         -  FE1115
 FE1115  STATE/COUNTY-  TN/HAYWOOD
 FE1115  USGS QUAD   -  DANCYVILLE (1981)
 FE1115
 FE1115                         *CURRENT SURVEY CONTROL
 FE1115  ___________________________________________________________________
 FE1115* NAD 83(1986)-  35 27 37.     (N)    089 17 48.     (W)     SCALED    
 FE1115* NAVD 88     -       101.024  (meters)     331.44   (feet)  ADJUSTED  
 FE1115  ___________________________________________________________________
 FE1115  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE1115  DYNAMIC HT  -         100.935 (meters)     331.15  (feet)  COMP
 FE1115  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 FE1115
 FE1115  VERT ORDER  -  SECOND    CLASS 0
 FE1115
 FE1115.The horizontal coordinates were scaled from a topographic map and have
 FE1115.an estimated accuracy of +/- 6 seconds.
 FE1115
 FE1115.The orthometric height was determined by differential leveling
 FE1115.and adjusted by the National Geodetic Survey in June 1991..
 FE1115
 FE1115.The geoid height was determined by GEOID03.
 FE1115
 FE1115.The dynamic height is computed by dividing the NAVD 88
 FE1115.geopotential number by the normal gravity value computed on the
 FE1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1115.degrees latitude (g = 980.6199 gals.).
 FE1115
 FE1115.The modeled gravity was interpolated from observed gravity values.
 FE1115
 FE1115;                    North         East    Units  Estimated Accuracy
 FE1115;SPC TN       -   130,070.      300,810.      MT  (+/- 180 meters Scaled)
 FE1115
 FE1115                          SUPERSEDED SURVEY CONTROL
 FE1115
 FE1115  NGVD 29 (??/??/??)  101.026  (m)          331.45   (f) ADJUSTED    2 0
 FE1115
 FE1115.Superseded values are not recommended for survey control.
 FE1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1115.See file dsdata.txt to determine how the superseded data were derived.
 FE1115
 FE1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE915265(NAD 83)
 FE1115_MARKER: DB = BENCH MARK DISK
 FE1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1115_STAMPING: J 214 1959
 FE1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1115+STABILITY: SURFACE MOTION
 FE1115
 FE1115  HISTORY     - Date     Condition        Report By
 FE1115  HISTORY     - 1959     MONUMENTED       CGS
 FE1115  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1115
 FE1115                          STATION DESCRIPTION
 FE1115
 FE1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1115'10.6 MI NW FROM BROWNSVILLE.
 FE1115'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1115'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE1115'MILE WEST-SOUTHWEST ON A PAVED ROAD, THENCE 0.25 MILE SOUTHWEST
 FE1115'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL, THENCE ABOUT 0.9
 FE1115'MILE SOUTHWEST ACROSS COUNTRY, 147 FT. SOUTHEAST OF THE CENTER
 FE1115'OF INTERSTATE HIGHWAY 40, 135 FT. SOUTH OF THE NORTHWEST CORNER
 FE1115'OF A FIELD, 23 FT. WEST OF THE EAST EDGE OF A FIELD, 2.5 FT.
 FE1115'SOUTH OF A WITNESS POST, AT THE EAST EDGE OF A WOODED AREA, A
 FE1115'C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1115
 FE1115                          STATION RECOVERY (2002)
 FE1115
 FE1115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0850 ***********************************************************************
 FE0850  DESIGNATION -  J 215
 FE0850  PID         -  FE0850
 FE0850  STATE/COUNTY-  TN/MADISON
 FE0850  USGS QUAD   -  DENMARK (1981)
 FE0850
 FE0850                         *CURRENT SURVEY CONTROL
 FE0850  ___________________________________________________________________
 FE0850* NAD 83(1986)-  35 35 31.     (N)    089 04 06.     (W)     SCALED    
 FE0850* NAVD 88     -       123.098  (meters)     403.86   (feet)  ADJUSTED  
 FE0850  ___________________________________________________________________
 FE0850  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0850  DYNAMIC HT  -         122.989 (meters)     403.51  (feet)  COMP
 FE0850  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FE0850
 FE0850  VERT ORDER  -  SECOND    CLASS 0
 FE0850
 FE0850.The horizontal coordinates were scaled from a topographic map and have
 FE0850.an estimated accuracy of +/- 6 seconds.
 FE0850
 FE0850.The orthometric height was determined by differential leveling
 FE0850.and adjusted by the National Geodetic Survey in June 1991..
 FE0850
 FE0850.The geoid height was determined by GEOID03.
 FE0850
 FE0850.The dynamic height is computed by dividing the NAVD 88
 FE0850.geopotential number by the normal gravity value computed on the
 FE0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0850.degrees latitude (g = 980.6199 gals.).
 FE0850
 FE0850.The modeled gravity was interpolated from observed gravity values.
 FE0850
 FE0850;                    North         East    Units  Estimated Accuracy
 FE0850;SPC TN       -   144,000.      321,990.      MT  (+/- 180 meters Scaled)
 FE0850
 FE0850                          SUPERSEDED SURVEY CONTROL
 FE0850
 FE0850  NGVD 29 (??/??/??)  123.118  (m)          403.93   (f) ADJUSTED    2 0
 FE0850
 FE0850.Superseded values are not recommended for survey control.
 FE0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0850.See file dsdata.txt to determine how the superseded data were derived.
 FE0850
 FE0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE126406(NAD 83)
 FE0850_MARKER: DB = BENCH MARK DISK
 FE0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0850_SP_SET: CULVERT
 FE0850_STAMPING: J 215 1959
 FE0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0850+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0850
 FE0850  HISTORY     - Date     Condition        Report By
 FE0850  HISTORY     - 1959     MONUMENTED       CGS
 FE0850  HISTORY     - 20020907 GOOD             USACE
 FE0850
 FE0850                          STATION DESCRIPTION
 FE0850
 FE0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0850'11.4 MI ENE FROM BROWNSVILLE.
 FE0850'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0850'BROWNSVILLE, THENCE 0.95 MILE NORTHEAST ON INTERSTATE HIGHWAY 40,
 FE0850'0.95 MILE EAST FROM SUB AZIMUTH.  IT IS 45 FEET SOUTH-SOUTHEAST
 FE0850'OF THE CENTER OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY
 FE0850'40, 0.4 MILE EAST-NORTHEAST OF AN OVERPASS, SET IN THE SOUTHWEST
 FE0850'CORNER OF THE SOUTH CONCRETE CULVERT.
 FE0850
 FE0850                          STATION RECOVERY (2002)
 FE0850
 FE0850'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0850'MILAGE FROM JCT OF HWY 70 INCORRECT IN DATABASE.
 FE0850'SOULD READ,,,1.45 ENE ALONG I40 FROM THE HWY 70 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0668 ***********************************************************************
 FE0668  DESIGNATION -  J 216
 FE0668  PID         -  FE0668
 FE0668  STATE/COUNTY-  TN/HENDERSON
 FE0668  USGS QUAD   -  JUNO (1980)
 FE0668
 FE0668                         *CURRENT SURVEY CONTROL
 FE0668  ___________________________________________________________________
 FE0668* NAD 83(1986)-  35 44 37.     (N)    088 34 00.     (W)     SCALED    
 FE0668* NAVD 88     -       143.235  (meters)     469.93   (feet)  ADJUSTED  
 FE0668  ___________________________________________________________________
 FE0668  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0668  DYNAMIC HT  -         143.107 (meters)     469.51  (feet)  COMP
 FE0668  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 FE0668
 FE0668  VERT ORDER  -  SECOND    CLASS 0
 FE0668
 FE0668.The horizontal coordinates were scaled from a topographic map and have
 FE0668.an estimated accuracy of +/- 6 seconds.
 FE0668
 FE0668.The orthometric height was determined by differential leveling
 FE0668.and adjusted by the National Geodetic Survey in June 1991..
 FE0668
 FE0668.The geoid height was determined by GEOID03.
 FE0668
 FE0668.The dynamic height is computed by dividing the NAVD 88
 FE0668.geopotential number by the normal gravity value computed on the
 FE0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0668.degrees latitude (g = 980.6199 gals.).
 FE0668
 FE0668.The modeled gravity was interpolated from observed gravity values.
 FE0668
 FE0668;                    North         East    Units  Estimated Accuracy
 FE0668;SPC TN       -   159,510.      367,870.      MT  (+/- 180 meters Scaled)
 FE0668
 FE0668                          SUPERSEDED SURVEY CONTROL
 FE0668
 FE0668  NGVD 29 (??/??/??)  143.262  (m)          470.02   (f) ADJUSTED    2 0
 FE0668
 FE0668.Superseded values are not recommended for survey control.
 FE0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0668.See file dsdata.txt to determine how the superseded data were derived.
 FE0668
 FE0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE583566(NAD 83)
 FE0668_MARKER: DB = BENCH MARK DISK
 FE0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0668_STAMPING: J 216 1959
 FE0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0668+STABILITY: SURFACE MOTION
 FE0668
 FE0668  HISTORY     - Date     Condition        Report By
 FE0668  HISTORY     - 1959     MONUMENTED       CGS
 FE0668  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0668
 FE0668                          STATION DESCRIPTION
 FE0668
 FE0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0668'20.2 MI SW FROM YUMA.
 FE0668'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0668'RAILROAD FROM THE STATION IN YUMA, THENCE 1.85 MILES WEST AND
 FE0668'SOUTH ON A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN
 FE0668'ASPHALT AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED
 FE0668'ROAD TO A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY
 FE0668'TO A TRACK ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE
 FE0668'2.5 MILES EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILES
 FE0668'NORTHWEST ON STATE HIGHWAY 104, THENCE 3.4 MILES WEST ON A GRAVELED
 FE0668'ROAD, 87 FEET WEST-SOUTHWEST OF A POWER LINE POLE WITH A GUY
 FE0668'WIRE, 21 FEET NORTH-NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 FE0668'1.1 FEET SOUTH-SOUTHEAST OF A FENCE LINE AND 1.4 FEET
 FE0668'NORTH-NORTHWEST OF A WITNESS SIGN.  THE MARK IS SET IN THE TOP
 FE0668'OF A CONCRETE POST WHICH PROJECTS 3-INCHES ABOVE THE SURFACE OF
 FE0668'THE GROUND.
 FE0668
 FE0668                          STATION RECOVERY (2002)
 FE0668
 FE0668'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0048 ***********************************************************************
 FE0048  DESIGNATION -  J 217
 FE0048  PID         -  FE0048
 FE0048  STATE/COUNTY-  TN/BENTON
 FE0048  USGS QUAD   -  SUGAR TREE (1986)
 FE0048
 FE0048                         *CURRENT SURVEY CONTROL
 FE0048  ___________________________________________________________________
 FE0048* NAD 83(1986)-  35 50 57.     (N)    088 01 34.     (W)     SCALED    
 FE0048* NAVD 88     -       130.841  (meters)     429.27   (feet)  ADJUSTED  
 FE0048  ___________________________________________________________________
 FE0048  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE0048  DYNAMIC HT  -         130.727 (meters)     428.89  (feet)  COMP
 FE0048  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 FE0048
 FE0048  VERT ORDER  -  SECOND    CLASS 0
 FE0048
 FE0048.The horizontal coordinates were scaled from a topographic map and have
 FE0048.an estimated accuracy of +/- 6 seconds.
 FE0048
 FE0048.The orthometric height was determined by differential leveling
 FE0048.and adjusted by the National Geodetic Survey in June 1991..
 FE0048
 FE0048.The geoid height was determined by GEOID03.
 FE0048
 FE0048.The dynamic height is computed by dividing the NAVD 88
 FE0048.geopotential number by the normal gravity value computed on the
 FE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0048.degrees latitude (g = 980.6199 gals.).
 FE0048
 FE0048.The modeled gravity was interpolated from observed gravity values.
 FE0048
 FE0048;                    North         East    Units  Estimated Accuracy
 FE0048;SPC TN       -   170,080.      416,990.      MT  (+/- 180 meters Scaled)
 FE0048
 FE0048                          SUPERSEDED SURVEY CONTROL
 FE0048
 FE0048  NGVD 29 (??/??/??)  130.866  (m)          429.35   (f) ADJUSTED    2 0
 FE0048
 FE0048.Superseded values are not recommended for survey control.
 FE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0048.See file dsdata.txt to determine how the superseded data were derived.
 FE0048
 FE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE073677(NAD 83)
 FE0048_MARKER: DB = BENCH MARK DISK
 FE0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0048_STAMPING: J 217 1959
 FE0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0048+STABILITY: SURFACE MOTION
 FE0048
 FE0048  HISTORY     - Date     Condition        Report By
 FE0048  HISTORY     - 1959     MONUMENTED       CGS
 FE0048  HISTORY     - 1972     GOOD             TVA
 FE0048
 FE0048                          STATION DESCRIPTION
 FE0048
 FE0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0048'4.3 MI SE FROM MC ILLWAIN.
 FE0048'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0048'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0048'MILES SOUTHEAST OF HOLLADAY, GO 1.6 MILES SOUTHEAST ON STATE
 FE0048'HIGHWAY 69, THENCE 1.1 MILES EAST AND NORTH ON A GRAVELED ROAD
 FE0048'TO A T JUNCTION, THENCE 1.4 MILES SOUTHEAST ON A GRAVELED ROAD
 FE0048'TO A Y JUNCTION, THENCE 0.2 MILE SOUTHEAST ON A GRAVELED ROAD, 105
 FE0048'FEET NORTHWEST OF THE CENTER OF THE T JUNCTION OF GRAVELED ROADS,
 FE0048'20 FEET SOUTHWEST OF THE CENTER OF GRAVELED ROAD, 2.4 FEET
 FE0048'SOUTHEAST OF A GUY WIRE POLE.  THE MARK IS SET IN THE TOP OF A
 FE0048'CONCRETE POST WHICH PROJECTS 3 INCHES, IS 1.6 FEET SOUTHEAST OF
 FE0048'A WITNESS SIGN AND ABOUT LEVEL WITH THE GRAVELED ROAD.  NOTE-- 1972
 FE0048'REPORT-TVA POST AND SIGN SET AT MARKER.
 FE0048
 FE0048                          STATION RECOVERY (1972)
 FE0048
 FE0048'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1149 ***********************************************************************
 FD1149  DESIGNATION -  J 218
 FD1149  PID         -  FD1149
 FD1149  STATE/COUNTY-  TN/HICKMAN
 FD1149  USGS QUAD   -  COBLE (1968)
 FD1149
 FD1149                         *CURRENT SURVEY CONTROL
 FD1149  ___________________________________________________________________
 FD1149* NAD 83(1986)-  35 52 02.     (N)    087 40 47.     (W)     SCALED    
 FD1149* NAVD 88     -       140.374  (meters)     460.54   (feet)  ADJUSTED  
 FD1149  ___________________________________________________________________
 FD1149  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1149  DYNAMIC HT  -         140.253 (meters)     460.15  (feet)  COMP
 FD1149  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 FD1149
 FD1149  VERT ORDER  -  SECOND    CLASS 0
 FD1149
 FD1149.The horizontal coordinates were scaled from a topographic map and have
 FD1149.an estimated accuracy of +/- 6 seconds.
 FD1149
 FD1149.The orthometric height was determined by differential leveling
 FD1149.and adjusted by the National Geodetic Survey in June 1991..
 FD1149
 FD1149.The geoid height was determined by GEOID03.
 FD1149
 FD1149.The dynamic height is computed by dividing the NAVD 88
 FD1149.geopotential number by the normal gravity value computed on the
 FD1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1149.degrees latitude (g = 980.6199 gals.).
 FD1149
 FD1149.The modeled gravity was interpolated from observed gravity values.
 FD1149
 FD1149;                    North         East    Units  Estimated Accuracy
 FD1149;SPC TN       -   171,490.      448,310.      MT  (+/- 180 meters Scaled)
 FD1149
 FD1149                          SUPERSEDED SURVEY CONTROL
 FD1149
 FD1149  NGVD 29 (??/??/92)  140.400  (m)          460.63   (f) ADJ UNCH    2 0
 FD1149
 FD1149.Superseded values are not recommended for survey control.
 FD1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1149.See file dsdata.txt to determine how the superseded data were derived.
 FD1149
 FD1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE386694(NAD 83)
 FD1149_MARKER: DB = BENCH MARK DISK
 FD1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1149_SP_SET: CULVERT
 FD1149_STAMPING: J 218 1959
 FD1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1149
 FD1149  HISTORY     - Date     Condition        Report By
 FD1149  HISTORY     - 1959     MONUMENTED       CGS
 FD1149
 FD1149                          STATION DESCRIPTION
 FD1149
 FD1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1149'0.8 MI NE FROM ONLY.
 FD1149'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1149'6173, GO 0.8 MILE NORTHEAST ON STATE HIGHWAY 6173 TO A LARGE
 FD1149'CONCRETE CULVERT OVER A CREEK, 19 FT. SOUTH OF THE CENTER LINE
 FD1149'OF STATE HIGHWAY 6173, A DISK DRILLED IN THE TOP OF THE EAST
 FD1149'END OF THE SOUTH CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1452 ***********************************************************************
 GC1452  DESIGNATION -  J 219
 GC1452  PID         -  GC1452
 GC1452  STATE/COUNTY-  TN/DICKSON
 GC1452  USGS QUAD   -  BURNS (1986)
 GC1452
 GC1452                         *CURRENT SURVEY CONTROL
 GC1452  ___________________________________________________________________
 GC1452* NAD 83(1986)-  36 01 27.     (N)    087 18 43.     (W)     SCALED    
 GC1452* NAVD 88     -       251.014  (meters)     823.54   (feet)  ADJUSTED  
 GC1452  ___________________________________________________________________
 GC1452  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1452  DYNAMIC HT  -         250.794 (meters)     822.81  (feet)  COMP
 GC1452  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 GC1452
 GC1452  VERT ORDER  -  SECOND    CLASS 0
 GC1452
 GC1452.The horizontal coordinates were scaled from a topographic map and have
 GC1452.an estimated accuracy of +/- 6 seconds.
 GC1452
 GC1452.The orthometric height was determined by differential leveling
 GC1452.and adjusted by the National Geodetic Survey in June 1991..
 GC1452
 GC1452.The geoid height was determined by GEOID03.
 GC1452
 GC1452.The dynamic height is computed by dividing the NAVD 88
 GC1452.geopotential number by the normal gravity value computed on the
 GC1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1452.degrees latitude (g = 980.6199 gals.).
 GC1452
 GC1452.The modeled gravity was interpolated from observed gravity values.
 GC1452
 GC1452;                    North         East    Units  Estimated Accuracy
 GC1452;SPC TN       -   188,390.      481,760.      MT  (+/- 180 meters Scaled)
 GC1452
 GC1452                          SUPERSEDED SURVEY CONTROL
 GC1452
 GC1452  NGVD 29 (??/??/92)  251.005  (m)          823.51   (f) ADJ UNCH    2 0
 GC1452
 GC1452.Superseded values are not recommended for survey control.
 GC1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1452.See file dsdata.txt to determine how the superseded data were derived.
 GC1452
 GC1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE718866(NAD 83)
 GC1452_MARKER: DB = BENCH MARK DISK
 GC1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1452_STAMPING: J 219 1959
 GC1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1452+STABILITY: SURFACE MOTION
 GC1452
 GC1452  HISTORY     - Date     Condition        Report By
 GC1452  HISTORY     - 1959     MONUMENTED       CGS
 GC1452
 GC1452                          STATION DESCRIPTION
 GC1452
 GC1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1452'2 MI NE FROM TIDWELL.
 GC1452'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1452'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1452'MILE NORTH ON A PAVED ROAD, THENCE 1.05 MILE EAST ON A GRAVELED
 GC1452'ROAD TO A T JUNCTION, 44 FT. NORTHEAST OF THE CENTER OF THE T
 GC1452'JUNCTION, 23 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD, 33
 GC1452'FT. WEST OF THE WEST FENCE CORNER POST, 1.5 FT. SOUTH OF A FENCE,
 GC1452'AND 2 FT. NORTH OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1452'CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 2 FT. ABOVE THE
 GC1452'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0590 ***********************************************************************
 GC0590  DESIGNATION -  J 220
 GC0590  PID         -  GC0590
 GC0590  STATE/COUNTY-  TN/DAVIDSON
 GC0590  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0590
 GC0590                         *CURRENT SURVEY CONTROL
 GC0590  ___________________________________________________________________
 GC0590* NAD 83(1986)-  36 09 09.     (N)    086 50 08.     (W)     SCALED    
 GC0590* NAVD 88     -       159.875  (meters)     524.52   (feet)  ADJUSTED  
 GC0590  ___________________________________________________________________
 GC0590  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0590  DYNAMIC HT  -         159.738 (meters)     524.07  (feet)  COMP
 GC0590  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 GC0590
 GC0590  VERT ORDER  -  SECOND    CLASS 0
 GC0590
 GC0590.The horizontal coordinates were scaled from a topographic map and have
 GC0590.an estimated accuracy of +/- 6 seconds.
 GC0590
 GC0590.The orthometric height was determined by differential leveling
 GC0590.and adjusted by the National Geodetic Survey in June 1991..
 GC0590
 GC0590.The geoid height was determined by GEOID03.
 GC0590
 GC0590.The dynamic height is computed by dividing the NAVD 88
 GC0590.geopotential number by the normal gravity value computed on the
 GC0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0590.degrees latitude (g = 980.6199 gals.).
 GC0590
 GC0590.The modeled gravity was interpolated from observed gravity values.
 GC0590
 GC0590;                    North         East    Units  Estimated Accuracy
 GC0590;SPC TN       -   202,160.      524,810.      MT  (+/- 180 meters Scaled)
 GC0590
 GC0590                          SUPERSEDED SURVEY CONTROL
 GC0590
 GC0590  NGVD 29 (??/??/92)  159.895  (m)          524.59   (f) ADJ UNCH    2 0
 GC0590
 GC0590.Superseded values are not recommended for survey control.
 GC0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0590.See file dsdata.txt to determine how the superseded data were derived.
 GC0590
 GC0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF147008(NAD 83)
 GC0590_MARKER: DB = BENCH MARK DISK
 GC0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0590_STAMPING: J 220 1959
 GC0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0590+STABILITY: SURFACE MOTION
 GC0590
 GC0590  HISTORY     - Date     Condition        Report By
 GC0590  HISTORY     - 1959     MONUMENTED       CGS
 GC0590
 GC0590                          STATION DESCRIPTION
 GC0590
 GC0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0590'0.4 MI E FROM NASHVILLE.
 GC0590'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0590'NASHVILLE, GO EAST ON CHARLOTTE ROAD (U.S. HIGHWAY 70 N) FOR 0.4
 GC0590'MILE TO A RAIL ROAD CROSSING, 67 FT. NORTH OF THE CENTER OF
 GC0590'CHARLOTTE AVENUE AND THE RAIL ROAD CROSSING, 9.5 FT. WEST OF
 GC0590'THE WEST RAIL OF THE MAIN TRACK, 6.2 FT. EAST OF A FENCE, A DISK
 GC0590'DRILLED IN THE TOP OF A CONCRETE FOUNDATION FOR 2 SIGNAL BOXES
 GC0590'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0526 ***********************************************************************
 GC0526  DESIGNATION -  J 221
 GC0526  PID         -  GC0526
 GC0526  STATE/COUNTY-  TN/SUMNER
 GC0526  USGS QUAD   -  WHITE HOUSE (1981)
 GC0526
 GC0526                         *CURRENT SURVEY CONTROL
 GC0526  ___________________________________________________________________
 GC0526* NAD 83(1986)-  36 24 08.     (N)    086 43 16.     (W)     SCALED    
 GC0526* NAVD 88     -       176.160  (meters)     577.95   (feet)  ADJUSTED  
 GC0526  ___________________________________________________________________
 GC0526  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0526  DYNAMIC HT  -         176.009 (meters)     577.46  (feet)  COMP
 GC0526  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GC0526
 GC0526  VERT ORDER  -  SECOND    CLASS 0
 GC0526
 GC0526.The horizontal coordinates were scaled from a topographic map and have
 GC0526.an estimated accuracy of +/- 6 seconds.
 GC0526
 GC0526.The orthometric height was determined by differential leveling
 GC0526.and adjusted by the National Geodetic Survey in June 1991..
 GC0526
 GC0526.The geoid height was determined by GEOID03.
 GC0526
 GC0526.The dynamic height is computed by dividing the NAVD 88
 GC0526.geopotential number by the normal gravity value computed on the
 GC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0526.degrees latitude (g = 980.6199 gals.).
 GC0526
 GC0526.The modeled gravity was interpolated from observed gravity values.
 GC0526
 GC0526;                    North         East    Units  Estimated Accuracy
 GC0526;SPC TN       -   229,780.      535,310.      MT  (+/- 180 meters Scaled)
 GC0526
 GC0526                          SUPERSEDED SURVEY CONTROL
 GC0526
 GC0526  NGVD 29 (??/??/92)  176.212  (m)          578.12   (f) ADJ UNCH    2 0
 GC0526
 GC0526.Superseded values are not recommended for survey control.
 GC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0526.See file dsdata.txt to determine how the superseded data were derived.
 GC0526
 GC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250285(NAD 83)
 GC0526_MARKER: DB = BENCH MARK DISK
 GC0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0526_STAMPING: J 221 1959
 GC0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0526+STABILITY: SURFACE MOTION
 GC0526
 GC0526  HISTORY     - Date     Condition        Report By
 GC0526  HISTORY     - 1959     MONUMENTED       CGS
 GC0526  HISTORY     - 1960     GOOD             NGS
 GC0526
 GC0526                          STATION DESCRIPTION
 GC0526
 GC0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0526'2.4 MI N FROM MILLERSVILLE.
 GC0526'FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE, GO NORTH ON
 GC0526'U.S. HIGHWAY 31 W FOR 0.3 MILE, THENCE 2.0 MILE NORTHWEST ON A
 GC0526'GRAVELED ROAD, THENCE 0.1 MILE NORTH ON A GRAVELED ROAD LEADING
 GC0526'TO A FARM HOUSE, 42 FT. EAST OF POWER LINE POLE NO. J33AT8, 22 FT.
 GC0526'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 5 FT. NORTHEAST OF
 GC0526'THE NORTHEAST CORNER OF A SMALL BUILDING, 2 FT. SOUTH OF A
 GC0526'FENCE CORNER POST AND 2 FT. NORTHEAST OF A WITNESS SIGN, A DISK
 GC0526'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, AND ABOUT
 GC0526'1 FT. ABOVE THE LEVEL OF THE ROAD.  THIS MARK IS ABOUT 1 MILE
 GC0526'SOUTH OF SLATER 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0488 ***********************************************************************
 GC0488  DESIGNATION -  J 222
 GC0488  PID         -  GC0488
 GC0488  STATE/COUNTY-  TN/DAVIDSON
 GC0488  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0488
 GC0488                         *CURRENT SURVEY CONTROL
 GC0488  ___________________________________________________________________
 GC0488* NAD 83(1986)-  36 12 11.     (N)    086 46 10.     (W)     SCALED    
 GC0488* NAVD 88     -       152.788  (meters)     501.27   (feet)  ADJUSTED  
 GC0488  ___________________________________________________________________
 GC0488  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0488  DYNAMIC HT  -         152.657 (meters)     500.84  (feet)  COMP
 GC0488  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 GC0488
 GC0488  VERT ORDER  -  SECOND    CLASS 0
 GC0488
 GC0488.The horizontal coordinates were scaled from a topographic map and have
 GC0488.an estimated accuracy of +/- 6 seconds.
 GC0488
 GC0488.The orthometric height was determined by differential leveling
 GC0488.and adjusted by the National Geodetic Survey in June 1991..
 GC0488
 GC0488.The geoid height was determined by GEOID03.
 GC0488
 GC0488.The dynamic height is computed by dividing the NAVD 88
 GC0488.geopotential number by the normal gravity value computed on the
 GC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0488.degrees latitude (g = 980.6199 gals.).
 GC0488
 GC0488.The modeled gravity was interpolated from observed gravity values.
 GC0488
 GC0488;                    North         East    Units  Estimated Accuracy
 GC0488;SPC TN       -   207,720.      530,810.      MT  (+/- 180 meters Scaled)
 GC0488
 GC0488                          SUPERSEDED SURVEY CONTROL
 GC0488
 GC0488  NGVD 29 (??/??/92)  152.817  (m)          501.37   (f) ADJ UNCH    2 0
 GC0488
 GC0488.Superseded values are not recommended for survey control.
 GC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0488.See file dsdata.txt to determine how the superseded data were derived.
 GC0488
 GC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF207064(NAD 83)
 GC0488_MARKER: DB = BENCH MARK DISK
 GC0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0488_STAMPING: J 222 1960
 GC0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0488+STABILITY: SURFACE MOTION
 GC0488
 GC0488  HISTORY     - Date     Condition        Report By
 GC0488  HISTORY     - 1960     MONUMENTED       CGS
 GC0488
 GC0488                          STATION DESCRIPTION
 GC0488
 GC0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0488'AT NASHVILLE.
 GC0488'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0488'(U.S. HIGHWAY 41 AND 31 W) IN NORTHEAST NASHVILLE, GO SOUTH ON
 GC0488'DICKERSON ROAD FOR 0.2 MILE TO A ROOT BEER STAND ON THE RIGHT.
 GC0488'THE BENCH MARK IS 61 FT. SOUTH OF THE SOUTHEAST CORNER OF THE
 GC0488'ROOT BEER STAND, 39 FT. WEST OF THE CENTER OF DICKERSON ROAD, 16
 GC0488'FT. SOUTH OF A POWER LINE POLE, 8 FT. WEST OF A FENCE AND 1.5
 GC0488'FT. WEST OF A WITNESS SIGN SET IN TOP OF A CONCRETE POST
 GC0488'PROJECTING 3 INCHES AND ABOUT 3 FT. BELOW THE LEVEL OF THE
 GC0488'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0683 ***********************************************************************
 GC0683  DESIGNATION -  J 223
 GC0683  PID         -  GC0683
 GC0683  STATE/COUNTY-  TN/WILLIAMSON
 GC0683  USGS QUAD   -  OAK HILL (1968)
 GC0683
 GC0683                         *CURRENT SURVEY CONTROL
 GC0683  ___________________________________________________________________
 GC0683* NAD 83(1986)-  36 00 40.     (N)    086 47 09.     (W)     SCALED    
 GC0683* NAVD 88     -       212.930  (meters)     698.59   (feet)  ADJUSTED  
 GC0683  ___________________________________________________________________
 GC0683  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GC0683  DYNAMIC HT  -         212.745 (meters)     697.98  (feet)  COMP
 GC0683  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 GC0683
 GC0683  VERT ORDER  -  SECOND    CLASS 0
 GC0683
 GC0683.The horizontal coordinates were scaled from a topographic map and have
 GC0683.an estimated accuracy of +/- 6 seconds.
 GC0683
 GC0683.The orthometric height was determined by differential leveling
 GC0683.and adjusted by the National Geodetic Survey in June 1991..
 GC0683
 GC0683.The geoid height was determined by GEOID03.
 GC0683
 GC0683.The dynamic height is computed by dividing the NAVD 88
 GC0683.geopotential number by the normal gravity value computed on the
 GC0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0683.degrees latitude (g = 980.6199 gals.).
 GC0683
 GC0683.The modeled gravity was interpolated from observed gravity values.
 GC0683
 GC0683;                    North         East    Units  Estimated Accuracy
 GC0683;SPC TN       -   186,430.      529,160.      MT  (+/- 180 meters Scaled)
 GC0683
 GC0683                          SUPERSEDED SURVEY CONTROL
 GC0683
 GC0683  NGVD 29 (??/??/92)  212.935  (m)          698.60   (f) ADJ UNCH    2 0
 GC0683
 GC0683.Superseded values are not recommended for survey control.
 GC0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0683.See file dsdata.txt to determine how the superseded data were derived.
 GC0683
 GC0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE193852(NAD 83)
 GC0683_MARKER: DB = BENCH MARK DISK
 GC0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0683_STAMPING: J 223 1960
 GC0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0683+STABILITY: SURFACE MOTION
 GC0683
 GC0683  HISTORY     - Date     Condition        Report By
 GC0683  HISTORY     - 1960     MONUMENTED       CGS
 GC0683
 GC0683                          STATION DESCRIPTION
 GC0683
 GC0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0683'2.2 MI S FROM BRENTWOOD.
 GC0683'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 GC0683'HIGHWAY 31, THEN 1.35 MILE SOUTH ON WILSON PIKE ROAD, THEN 0.8
 GC0683'MILE SOUTH ON INTERSTATE HIGHWAY 65 TO THE CROSSING OF THE L.
 GC0683'AND N. RAILROAD.  THE BENCH MARK IS ABOUT 300 FT. NORTH OF
 GC0683'INTERSTATE HIGHWAY 65, 12 FT. SOUTH OF A TOOL SHED, 11.5FT.
 GC0683'EAST OF THE EAST RAIL OF THE RAILROAD.  THE DISK IS CEMENTED IN
 GC0683'A DRILL HOLE IN THE TOP OF THE SOUTH END OF A CONCRETE FOUNDATION
 GC0683'FOR A SWITCH BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0594 ***********************************************************************
 FD0594  DESIGNATION -  J 224
 FD0594  PID         -  FD0594
 FD0594  STATE/COUNTY-  TN/MAURY
 FD0594  USGS QUAD   -  GLENDALE (1981)
 FD0594
 FD0594                         *CURRENT SURVEY CONTROL
 FD0594  ___________________________________________________________________
 FD0594* NAD 83(1986)-  35 33 00.     (N)    086 54 29.     (W)     SCALED    
 FD0594* NAVD 88     -       205.299  (meters)     673.55   (feet)  ADJUSTED  
 FD0594  ___________________________________________________________________
 FD0594  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0594  DYNAMIC HT  -         205.117 (meters)     672.95  (feet)  COMP
 FD0594  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 FD0594
 FD0594  VERT ORDER  -  SECOND    CLASS 0
 FD0594
 FD0594.The horizontal coordinates were scaled from a topographic map and have
 FD0594.an estimated accuracy of +/- 6 seconds.
 FD0594
 FD0594.The orthometric height was determined by differential leveling
 FD0594.and adjusted by the National Geodetic Survey in June 1991..
 FD0594
 FD0594.The geoid height was determined by GEOID03.
 FD0594
 FD0594.The dynamic height is computed by dividing the NAVD 88
 FD0594.geopotential number by the normal gravity value computed on the
 FD0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0594.degrees latitude (g = 980.6199 gals.).
 FD0594
 FD0594.The modeled gravity was interpolated from observed gravity values.
 FD0594
 FD0594;                    North         East    Units  Estimated Accuracy
 FD0594;SPC TN       -   135,370.      517,670.      MT  (+/- 180 meters Scaled)
 FD0594
 FD0594                          SUPERSEDED SURVEY CONTROL
 FD0594
 FD0594  NGVD 29 (??/??/92)  205.283  (m)          673.50   (f) ADJ UNCH    2 0
 FD0594
 FD0594.Superseded values are not recommended for survey control.
 FD0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0594.See file dsdata.txt to determine how the superseded data were derived.
 FD0594
 FD0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE083340(NAD 83)
 FD0594_MARKER: DB = BENCH MARK DISK
 FD0594_SETTING: 66 = SET IN ROCK OUTCROP
 FD0594_SP_SET: OUTCROPPING BEDROCK
 FD0594_STAMPING: J 224 1960
 FD0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0594+STABILITY: POSITION/ELEVATION WELL
 FD0594
 FD0594  HISTORY     - Date     Condition        Report By
 FD0594  HISTORY     - 1960     MONUMENTED       CGS
 FD0594  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0594
 FD0594                          STATION DESCRIPTION
 FD0594
 FD0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0594'2.6 MI NW FROM BRYANT.
 FD0594'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0594'50 FOR 0.7 MILE, THEN 1.9 MILE NORTH ON INTERSTATE HIGHWAY 65.
 FD0594'THE BENCH MARK IS ABOUT 215 FT. SOUTHWEST OF THE CENTER OF
 FD0594'INTERSTATE HIGHWAY 65, 20 FT. SOUTHWEST OF THE CENTER OF A TRACK
 FD0594'ROAD, 18 FT. EAST OF THE CENTER OF A GATE AND TRACK ROAD AND 10 FT.
 FD0594'NORTHWEST OF A LONE CEDAR TREE WITH A WITNESS SIGN NAILED TO IT.
 FD0594'THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING
 FD0594'BEDROCK.
 FD0594
 FD0594                          STATION RECOVERY (1972)
 FD0594
 FD0594'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0432 ***********************************************************************
 FD0432  DESIGNATION -  J 225
 FD0432  PID         -  FD0432
 FD0432  STATE/COUNTY-  TN/GILES
 FD0432  USGS QUAD   -  TARPLEY (1982)
 FD0432
 FD0432                         *CURRENT SURVEY CONTROL
 FD0432  ___________________________________________________________________
 FD0432* NAD 83(1986)-  35 08 17.     (N)    086 52 40.     (W)     SCALED    
 FD0432* NAVD 88     -       203.414  (meters)     667.37   (feet)  ADJUSTED  
 FD0432  ___________________________________________________________________
 FD0432  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0432  DYNAMIC HT  -         203.225 (meters)     666.75  (feet)  COMP
 FD0432  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 FD0432
 FD0432  VERT ORDER  -  SECOND    CLASS 0
 FD0432
 FD0432.The horizontal coordinates were scaled from a topographic map and have
 FD0432.an estimated accuracy of +/- 6 seconds.
 FD0432
 FD0432.The orthometric height was determined by differential leveling
 FD0432.and adjusted by the National Geodetic Survey in June 1991..
 FD0432
 FD0432.The geoid height was determined by GEOID03.
 FD0432
 FD0432.The dynamic height is computed by dividing the NAVD 88
 FD0432.geopotential number by the normal gravity value computed on the
 FD0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0432.degrees latitude (g = 980.6199 gals.).
 FD0432
 FD0432.The modeled gravity was interpolated from observed gravity values.
 FD0432
 FD0432;                    North         East    Units  Estimated Accuracy
 FD0432;SPC TN       -    89,640.      520,000.      MT  (+/- 180 meters Scaled)
 FD0432
 FD0432                          SUPERSEDED SURVEY CONTROL
 FD0432
 FD0432  NGVD 29 (??/??/92)  203.387  (m)          667.28   (f) ADJ UNCH    2 0
 FD0432
 FD0432.Superseded values are not recommended for survey control.
 FD0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0432.See file dsdata.txt to determine how the superseded data were derived.
 FD0432
 FD0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111883(NAD 83)
 FD0432_MARKER: DB = BENCH MARK DISK
 FD0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0432_SP_SET: BRIDGE
 FD0432_STAMPING: J 225 1960
 FD0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0432
 FD0432  HISTORY     - Date     Condition        Report By
 FD0432  HISTORY     - 1960     MONUMENTED       CGS
 FD0432
 FD0432                          STATION DESCRIPTION
 FD0432
 FD0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0432'AT BUNKER HILL.
 FD0432'FROM THE T JUNCTION IN BUNKER HILL, GO WEST ON A PAVED ROAD FOR
 FD0432'0.1 MILE TO A CONCRETE BRIDGE.  THE BENCH MARK IS CEMENTED IN
 FD0432'A DRILL HOLE IN THE TOP OF THE NORTHWEST END OF THE NORTH
 FD0432'CONCRETE HEADWALL OF THE BRIDGE, 13 FT. NORTH OF THE CENTER OF
 FD0432'THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0433 ***********************************************************************
 FD0433  DESIGNATION -  J 225 RESET
 FD0433  PID         -  FD0433
 FD0433  STATE/COUNTY-  TN/GILES
 FD0433  USGS QUAD   -  TARPLEY (1982)
 FD0433
 FD0433                         *CURRENT SURVEY CONTROL
 FD0433  ___________________________________________________________________
 FD0433* NAD 83(1986)-  35 08 17.     (N)    086 52 40.     (W)     SCALED    
 FD0433* NAVD 88     -       203.35   (+/-2cm)     667.2    (feet)  VERTCON   
 FD0433  ___________________________________________________________________
 FD0433  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0433
 FD0433  VERT ORDER  -  THIRD (See Below)
 FD0433
 FD0433.The horizontal coordinates were scaled from a topographic map and have
 FD0433.an estimated accuracy of +/- 6 seconds.
 FD0433
 FD0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD0433.The vertical order pertains to the NGVD 29 superseded value.
 FD0433
 FD0433.The geoid height was determined by GEOID03.
 FD0433
 FD0433;                    North         East    Units  Estimated Accuracy
 FD0433;SPC TN       -    89,640.      520,000.      MT  (+/- 180 meters Scaled)
 FD0433
 FD0433                          SUPERSEDED SURVEY CONTROL
 FD0433
 FD0433  NGVD 29 (??/??/??)  203.32   (m)          667.1    (f) RESET       3  
 FD0433
 FD0433.Superseded values are not recommended for survey control.
 FD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0433.See file dsdata.txt to determine how the superseded data were derived.
 FD0433
 FD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111883(NAD 83)
 FD0433_MARKER: DB = BENCH MARK DISK
 FD0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0433_STAMPING: J 225 1960 RESET 1963
 FD0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0433+STABILITY: SURFACE MOTION
 FD0433
 FD0433  HISTORY     - Date     Condition        Report By
 FD0433  HISTORY     - 1963     MONUMENTED       TNHD
 FD0433
 FD0433                          STATION DESCRIPTION
 FD0433
 FD0433'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0433'AT BUNKER HILL.
 FD0433'THE MARK IS LOCATED AT THE T JUNCTION IN BUNKER HILL, 36 FEET
 FD0433'NORTHWEST OF THE CENTER OF THE T JUNCTION, 25 FEET SOUTH OF
 FD0433'UTILITY POLE NO. B-473, 11 FEET WEST OF A FENCE CORNER AND 2.3
 FD0433'FEET WEST OF A WITNESS SIGN, AND SET IN THE TOP OF A 10-INCH
 FD0433'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0246 ***********************************************************************
 GC0246  DESIGNATION -  J 226
 GC0246  PID         -  GC0246
 GC0246  STATE/COUNTY-  TN/WILSON
 GC0246  USGS QUAD   -  MARTHA (1975)
 GC0246
 GC0246                         *CURRENT SURVEY CONTROL
 GC0246  ___________________________________________________________________
 GC0246* NAD 83(1986)-  36 10 44.     (N)    086 27 23.     (W)     SCALED    
 GC0246* NAVD 88     -       176.561  (meters)     579.27   (feet)  ADJUSTED  
 GC0246  ___________________________________________________________________
 GC0246  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0246  DYNAMIC HT  -         176.411 (meters)     578.78  (feet)  COMP
 GC0246  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 GC0246
 GC0246  VERT ORDER  -  SECOND    CLASS 0
 GC0246
 GC0246.The horizontal coordinates were scaled from a topographic map and have
 GC0246.an estimated accuracy of +/- 6 seconds.
 GC0246
 GC0246.The orthometric height was determined by differential leveling
 GC0246.and adjusted by the National Geodetic Survey in June 1991..
 GC0246
 GC0246.The geoid height was determined by GEOID03.
 GC0246
 GC0246.The dynamic height is computed by dividing the NAVD 88
 GC0246.geopotential number by the normal gravity value computed on the
 GC0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0246.degrees latitude (g = 980.6199 gals.).
 GC0246
 GC0246.The modeled gravity was interpolated from observed gravity values.
 GC0246
 GC0246;                    North         East    Units  Estimated Accuracy
 GC0246;SPC TN       -   204,860.      558,950.      MT  (+/- 180 meters Scaled)
 GC0246
 GC0246                          SUPERSEDED SURVEY CONTROL
 GC0246
 GC0246  NGVD 29 (??/??/92)  176.612  (m)          579.43   (f) ADJ UNCH    2 0
 GC0246
 GC0246.Superseded values are not recommended for survey control.
 GC0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0246.See file dsdata.txt to determine how the superseded data were derived.
 GC0246
 GC0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF488039(NAD 83)
 GC0246_MARKER: DB = BENCH MARK DISK
 GC0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0246_STAMPING: J 226 1960
 GC0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0246+STABILITY: SURFACE MOTION
 GC0246
 GC0246  HISTORY     - Date     Condition        Report By
 GC0246  HISTORY     - 1960     MONUMENTED       CGS
 GC0246  HISTORY     - 20010226 GOOD             TNDT
 GC0246
 GC0246                          STATION DESCRIPTION
 GC0246
 GC0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0246'5 MI SE FROM MOUNT JULIET.
 GC0246'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0246'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0246'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILE
 GC0246'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES EAST ON A GRAVELED ROAD,
 GC0246'THEN 1.5 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION
 GC0246'OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT 200 FT. SOUTH OF
 GC0246'THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 45 FT. NORTH
 GC0246'OF A POWER LINE POLE, 29 FT. WEST OF THE CENTER OF THE GRAVELED ROAD,
 GC0246'31 FT. SOUTHWEST OF THE CENTER OF THE WEST END OF A ROCK AND
 GC0246'CONCRETE CULVERT, 0.9 FT. EAST OF A FENCE, AND 2.7 FT. SOUTH OF A
 GC0246'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GC0246'PROJECTING 3 INCHES.
 GC0246
 GC0246                          STATION RECOVERY (2001)
 GC0246
 GC0246'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0297 ***********************************************************************
 GC0297  DESIGNATION -  J 227
 GC0297  PID         -  GC0297
 GC0297  STATE/COUNTY-  TN/SMITH
 GC0297  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0297
 GC0297                         *CURRENT SURVEY CONTROL
 GC0297  ___________________________________________________________________
 GC0297* NAD 83(1986)-  36 10 42.     (N)    086 00 17.     (W)     SCALED    
 GC0297* NAVD 88     -       171.469  (meters)     562.56   (feet)  ADJUSTED  
 GC0297  ___________________________________________________________________
 GC0297  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0297  DYNAMIC HT  -         171.323 (meters)     562.08  (feet)  COMP
 GC0297  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GC0297
 GC0297  VERT ORDER  -  SECOND    CLASS 0
 GC0297
 GC0297.The horizontal coordinates were scaled from a topographic map and have
 GC0297.an estimated accuracy of +/- 6 seconds.
 GC0297
 GC0297.The orthometric height was determined by differential leveling
 GC0297.and adjusted by the National Geodetic Survey in June 1991..
 GC0297
 GC0297.The geoid height was determined by GEOID03.
 GC0297
 GC0297.The dynamic height is computed by dividing the NAVD 88
 GC0297.geopotential number by the normal gravity value computed on the
 GC0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0297.degrees latitude (g = 980.6199 gals.).
 GC0297
 GC0297.The modeled gravity was interpolated from observed gravity values.
 GC0297
 GC0297;                    North         East    Units  Estimated Accuracy
 GC0297;SPC TN       -   204,700.      599,580.      MT  (+/- 180 meters Scaled)
 GC0297
 GC0297                          SUPERSEDED SURVEY CONTROL
 GC0297
 GC0297  NGVD 29 (??/??/92)  171.532  (m)          562.77   (f) ADJ UNCH    2 0
 GC0297
 GC0297.Superseded values are not recommended for survey control.
 GC0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0297.See file dsdata.txt to determine how the superseded data were derived.
 GC0297
 GC0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF895041(NAD 83)
 GC0297_MARKER: DB = BENCH MARK DISK
 GC0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0297_STAMPING: J 227 1960
 GC0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0297+STABILITY: SURFACE MOTION
 GC0297
 GC0297  HISTORY     - Date     Condition        Report By
 GC0297  HISTORY     - 1960     MONUMENTED       CGS
 GC0297
 GC0297                          STATION DESCRIPTION
 GC0297
 GC0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0297'0.4 MI N FROM NEW MIDDLETON.
 GC0297'FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST ON STATE HIGHWAY
 GC0297'141 FOR 0.05 MILE, THEN 0.3 MILE NORTH ON A GRAVELED ROAD TO
 GC0297'THE NEW MIDDLETON BAPTIST CHURCH.  THE BENCH MARK IS ABOUT 212
 GC0297'FT. NORTH OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40,
 GC0297'48 FT. NORTHEAST OF THE NORTHWEST CORNER OF THE NEW MIDDLETON
 GC0297'BAPTIST CHURCH, 37 FT. WEST OF THE CENTER OF THE GRAVELED ROAD,
 GC0297'3.4 FT. WEST OF A FENCE CORNER, AND 1.7 FT. WEST OF A WITNESS
 GC0297'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 GC0297'INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0068 ***********************************************************************
 FD0068  DESIGNATION -  J 228
 FD0068  PID         -  FD0068
 FD0068  STATE/COUNTY-  TN/RUTHERFORD
 FD0068  USGS QUAD   -  MURFREESBORO (1983)
 FD0068
 FD0068                         *CURRENT SURVEY CONTROL
 FD0068  ___________________________________________________________________
 FD0068* NAD 83(1986)-  35 51 38.     (N)    086 27 01.     (W)     SCALED    
 FD0068* NAVD 88     -       185.020  (meters)     607.02   (feet)  ADJUSTED  
 FD0068  ___________________________________________________________________
 FD0068  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0068  DYNAMIC HT  -         184.859 (meters)     606.49  (feet)  COMP
 FD0068  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 FD0068
 FD0068  VERT ORDER  -  SECOND    CLASS 0
 FD0068
 FD0068.The horizontal coordinates were scaled from a topographic map and have
 FD0068.an estimated accuracy of +/- 6 seconds.
 FD0068
 FD0068.The orthometric height was determined by differential leveling
 FD0068.and adjusted by the National Geodetic Survey in June 1991..
 FD0068
 FD0068.The geoid height was determined by GEOID03.
 FD0068
 FD0068.The dynamic height is computed by dividing the NAVD 88
 FD0068.geopotential number by the normal gravity value computed on the
 FD0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0068.degrees latitude (g = 980.6199 gals.).
 FD0068
 FD0068.The modeled gravity was interpolated from observed gravity values.
 FD0068
 FD0068;                    North         East    Units  Estimated Accuracy
 FD0068;SPC TN       -   169,540.      559,330.      MT  (+/- 180 meters Scaled)
 FD0068
 FD0068                          SUPERSEDED SURVEY CONTROL
 FD0068
 FD0068  NGVD 29 (??/??/92)  185.033  (m)          607.06   (f) ADJ UNCH    2 0
 FD0068
 FD0068.Superseded values are not recommended for survey control.
 FD0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0068.See file dsdata.txt to determine how the superseded data were derived.
 FD0068
 FD0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE496686(NAD 83)
 FD0068_MARKER: DB = BENCH MARK DISK
 FD0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0068_STAMPING: J 228 1960
 FD0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0068+STABILITY: SURFACE MOTION
 FD0068
 FD0068  HISTORY     - Date     Condition        Report By
 FD0068  HISTORY     - 1960     MONUMENTED       CGS
 FD0068  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0068
 FD0068                          STATION DESCRIPTION
 FD0068
 FD0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0068'6.6 MI W FROM MURFREESBORO.
 FD0068'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0068'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0068'4.5 MILES NORTHWEST ON INTERSTATE HIGHWAY 24 TO THE INTERSECTION
 FD0068'OF GRISHAM LANE.  THE BENCH MARK IS ABOUT 300 FT. SOUTH OF THE
 FD0068'CENTER OF PROPOSED INTERSTATE HIGHWAY 24, 51 FT. NORTH OF THE
 FD0068'CENTER OF A GATE AT A FENCE CORNER, 20 FT. WEST OF THE CENTER
 FD0068'OF GRISHAM LANE, 1 FT. EAST OF A FENCE LINE, AND 1.5 FT. SOUTH
 FD0068'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0068'PROJECTING 2 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF GRISHAM
 FD0068'LANE.
 FD0068
 FD0068                          STATION RECOVERY (2001)
 FD0068
 FD0068'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
 FD0068' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0143 ***********************************************************************
 FD0143  DESIGNATION -  J 229
 FD0143  PID         -  FD0143
 FD0143  STATE/COUNTY-  TN/COFFEE
 FD0143  USGS QUAD   -  FREDONIA (1976)
 FD0143
 FD0143                         *CURRENT SURVEY CONTROL
 FD0143  ___________________________________________________________________
 FD0143* NAD 83(1986)-  35 30 15.     (N)    086 07 02.     (W)     SCALED    
 FD0143* NAVD 88     -       329.299  (meters)    1080.38   (feet)  ADJUSTED  
 FD0143  ___________________________________________________________________
 FD0143  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FD0143  DYNAMIC HT  -         328.985 (meters)    1079.35  (feet)  COMP
 FD0143  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 FD0143
 FD0143  VERT ORDER  -  SECOND    CLASS 0
 FD0143
 FD0143.The horizontal coordinates were scaled from a topographic map and have
 FD0143.an estimated accuracy of +/- 6 seconds.
 FD0143
 FD0143.The orthometric height was determined by differential leveling
 FD0143.and adjusted by the National Geodetic Survey in June 1991..
 FD0143
 FD0143.The geoid height was determined by GEOID03.
 FD0143
 FD0143.The dynamic height is computed by dividing the NAVD 88
 FD0143.geopotential number by the normal gravity value computed on the
 FD0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0143.degrees latitude (g = 980.6199 gals.).
 FD0143
 FD0143.The modeled gravity was interpolated from observed gravity values.
 FD0143
 FD0143;                    North         East    Units  Estimated Accuracy
 FD0143;SPC TN       -   129,910.      589,370.      MT  (+/- 180 meters Scaled)
 FD0143
 FD0143                          SUPERSEDED SURVEY CONTROL
 FD0143
 FD0143  NGVD 29 (??/??/92)  329.291  (m)         1080.35   (f) ADJ UNCH    2 0
 FD0143
 FD0143.Superseded values are not recommended for survey control.
 FD0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0143.See file dsdata.txt to determine how the superseded data were derived.
 FD0143
 FD0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE800293(NAD 83)
 FD0143_MARKER: DB = BENCH MARK DISK
 FD0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0143_SP_SET: CULVERT
 FD0143_STAMPING: J 229 1960
 FD0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0143
 FD0143  HISTORY     - Date     Condition        Report By
 FD0143  HISTORY     - 1960     MONUMENTED       CGS
 FD0143
 FD0143                          STATION DESCRIPTION
 FD0143
 FD0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0143'2.2 MI NW FROM MANCHESTER.
 FD0143'FROM THE COURT HOUSE IN MANCHESTER, GO 2.15 MILES NORTHWEST
 FD0143'ON U.S. HIGHWAY 41 TO A CONCRETE CULVERT UNDER THE HIGHWAY.
 FD0143'THE BENCH MARK IS ABOUT 100 FT. SOUTHWEST OF A LARGE BARN WITH
 FD0143'SEE ROCK CITY PAINTED ON THE ROOF, 25 FT. NORTHEAST OF THE
 FD0143'CENTER OF U.S. HIGHWAY 41.  THE DISK IS CEMENTED IN A DRILL
 FD0143'HOLE IN TOP OF THE NORTHEAST CONCRETE HEADWALL OF THE CULVERT
 FD0143'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0279 ***********************************************************************
 GD0279  DESIGNATION -  J 23
 GD0279  PID         -  GD0279
 GD0279  STATE/COUNTY-  TN/WEAKLEY
 GD0279  USGS QUAD   -  PILLOWVILLE (1985)
 GD0279
 GD0279                         *CURRENT SURVEY CONTROL
 GD0279  ___________________________________________________________________
 GD0279* NAD 83(1986)-  36 14 21.     (N)    088 38 12.     (W)     SCALED    
 GD0279* NAVD 88     -       114.285  (meters)     374.95   (feet)  ADJUSTED  
 GD0279  ___________________________________________________________________
 GD0279  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD0279  DYNAMIC HT  -         114.190 (meters)     374.64  (feet)  COMP
 GD0279  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GD0279
 GD0279  VERT ORDER  -  SECOND    CLASS 0
 GD0279
 GD0279.The horizontal coordinates were scaled from a topographic map and have
 GD0279.an estimated accuracy of +/- 6 seconds.
 GD0279
 GD0279.The orthometric height was determined by differential leveling
 GD0279.and adjusted by the National Geodetic Survey in June 1991..
 GD0279
 GD0279.The geoid height was determined by GEOID03.
 GD0279
 GD0279.The dynamic height is computed by dividing the NAVD 88
 GD0279.geopotential number by the normal gravity value computed on the
 GD0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0279.degrees latitude (g = 980.6199 gals.).
 GD0279
 GD0279.The modeled gravity was interpolated from observed gravity values.
 GD0279
 GD0279;                    North         East    Units  Estimated Accuracy
 GD0279;SPC TN       -   214,650.      363,020.      MT  (+/- 180 meters Scaled)
 GD0279
 GD0279                          SUPERSEDED SURVEY CONTROL
 GD0279
 GD0279  NGVD 29 (??/??/??)  114.322  (m)          375.07   (f) ADJUSTED    2 0
 GD0279
 GD0279.Superseded values are not recommended for survey control.
 GD0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0279.See file dsdata.txt to determine how the superseded data were derived.
 GD0279
 GD0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF529117(NAD 83)
 GD0279_MARKER: DB = BENCH MARK DISK
 GD0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0279_STAMPING: J 23 1934 375.213
 GD0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0279+STABILITY: SURFACE MOTION
 GD0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0279+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0279
 GD0279  HISTORY     - Date     Condition        Report By
 GD0279  HISTORY     - 1934     MONUMENTED       CGS
 GD0279  HISTORY     - 1967     GOOD             CGS
 GD0279  HISTORY     - 20020826 GOOD             USACE
 GD0279
 GD0279                          STATION DESCRIPTION
 GD0279
 GD0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0279'2.2 MI NW FROM GLEASON.
 GD0279'ABOUT 2.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0279'RAILROAD FROM GLEASON, AT A GRAVELED ROAD CROSSING, 28 POLES
 GD0279'NORTHWEST OF MILE POST 126, 36 FEET NORTH OF THE APPROXIMATE
 GD0279'CENTER OF THE GRAVELED ROAD, 26 FEET SOUTHWEST OF THE SOUTHWEST
 GD0279'RAIL OF THE RAILROAD TRACK, 19 FEET EAST OF A 16-INCH HICKORY
 GD0279'TREE, 1.5 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER, AND 0.7
 GD0279'OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD
 GD0279'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GD0279'MONUMENT ABOUT LEVEL WITH THE TRACK.
 GD0279
 GD0279                          STATION RECOVERY (2002)
 GD0279
 GD0279'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1845 ***********************************************************************
 GB1845  DESIGNATION -  J 230
 GB1845  PID         -  GB1845
 GB1845  STATE/COUNTY-  TN/PUTNAM
 GB1845  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1845
 GB1845                         *CURRENT SURVEY CONTROL
 GB1845  ___________________________________________________________________
 GB1845* NAD 83(1986)-  36 08 10.     (N)    085 33 35.     (W)     SCALED    
 GB1845* NAVD 88     -       314.485  (meters)    1031.77   (feet)  ADJUSTED  
 GB1845  ___________________________________________________________________
 GB1845  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB1845  DYNAMIC HT  -         314.204 (meters)    1030.85  (feet)  COMP
 GB1845  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 GB1845
 GB1845  VERT ORDER  -  SECOND    CLASS 0
 GB1845
 GB1845.The horizontal coordinates were scaled from a topographic map and have
 GB1845.an estimated accuracy of +/- 6 seconds.
 GB1845
 GB1845.The orthometric height was determined by differential leveling
 GB1845.and adjusted by the National Geodetic Survey in June 1991..
 GB1845
 GB1845.The geoid height was determined by GEOID03.
 GB1845
 GB1845.The dynamic height is computed by dividing the NAVD 88
 GB1845.geopotential number by the normal gravity value computed on the
 GB1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1845.degrees latitude (g = 980.6199 gals.).
 GB1845
 GB1845.The modeled gravity was interpolated from observed gravity values.
 GB1845
 GB1845;                    North         East    Units  Estimated Accuracy
 GB1845;SPC TN       -   200,110.      639,630.      MT  (+/- 180 meters Scaled)
 GB1845
 GB1845                          SUPERSEDED SURVEY CONTROL
 GB1845
 GB1845  NGVD 29 (??/??/92)  314.553  (m)         1032.00   (f) ADJ UNCH    2 0
 GB1845
 GB1845.Superseded values are not recommended for survey control.
 GB1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1845.See file dsdata.txt to determine how the superseded data were derived.
 GB1845
 GB1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF295000(NAD 83)
 GB1845_MARKER: DB = BENCH MARK DISK
 GB1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1845_STAMPING: J 230 1960
 GB1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1845+STABILITY: SURFACE MOTION
 GB1845
 GB1845  HISTORY     - Date     Condition        Report By
 GB1845  HISTORY     - 1960     MONUMENTED       CGS
 GB1845
 GB1845                          STATION DESCRIPTION
 GB1845
 GB1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1845'5.2 MI SW FROM COOKEVILLE.
 GB1845'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1845'HIGHWAY 42, THEN 3.35 MILES WEST ON INTERSTATE HIGHWAY 40.  THE
 GB1845'BENCH MARK IS ABOUT 101 FT. NORTH OF THE CENTER OF THE WEST BOUND
 GB1845'TRAFFIC LANES OF INTERSTATE HIGHWAY 40 NOW UNDER CONSTRUCTION,
 GB1845'77 FT. SOUTH OF THE RIGHT-OF-WAY FENCE, 12 FT. EAST OF A 24-INCH
 GB1845'POPLAR TREE, AND 1.5 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK
 GB1845'IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 GB1845'3 FT. ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK IS 0.9
 GB1845'MILE EAST OF B.M. K 230.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1632 ***********************************************************************
 GB1632  DESIGNATION -  J 231
 GB1632  PID         -  GB1632
 GB1632  STATE/COUNTY-  TN/PUTNAM
 GB1632  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1632
 GB1632                         *CURRENT SURVEY CONTROL
 GB1632  ___________________________________________________________________
 GB1632* NAD 83(1986)-  36 06 45.     (N)    085 14 15.     (W)     SCALED    
 GB1632* NAVD 88     -       607.620  (meters)    1993.50   (feet)  ADJUSTED  
 GB1632  ___________________________________________________________________
 GB1632  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB1632  DYNAMIC HT  -         607.056 (meters)    1991.65  (feet)  COMP
 GB1632  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 GB1632
 GB1632  VERT ORDER  -  SECOND    CLASS 0
 GB1632
 GB1632.The horizontal coordinates were scaled from a topographic map and have
 GB1632.an estimated accuracy of +/- 6 seconds.
 GB1632
 GB1632.The orthometric height was determined by differential leveling
 GB1632.and adjusted by the National Geodetic Survey in June 1991..
 GB1632
 GB1632.The geoid height was determined by GEOID03.
 GB1632
 GB1632.The dynamic height is computed by dividing the NAVD 88
 GB1632.geopotential number by the normal gravity value computed on the
 GB1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1632.degrees latitude (g = 980.6199 gals.).
 GB1632
 GB1632.The modeled gravity was interpolated from observed gravity values.
 GB1632
 GB1632;                    North         East    Units  Estimated Accuracy
 GB1632;SPC TN       -   197,670.      668,650.      MT  (+/- 180 meters Scaled)
 GB1632
 GB1632                          SUPERSEDED SURVEY CONTROL
 GB1632
 GB1632  NGVD 29 (??/??/92)  607.634  (m)         1993.55   (f) ADJ UNCH    2 0
 GB1632
 GB1632.Superseded values are not recommended for survey control.
 GB1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1632.See file dsdata.txt to determine how the superseded data were derived.
 GB1632
 GB1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE586978(NAD 83)
 GB1632_MARKER: DB = BENCH MARK DISK
 GB1632_SETTING: 66 = SET IN ROCK OUTCROP
 GB1632_SP_SET: BEDROCK
 GB1632_STAMPING: J 231 1960
 GB1632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1632+STABILITY: POSITION/ELEVATION WELL
 GB1632
 GB1632  HISTORY     - Date     Condition        Report By
 GB1632  HISTORY     - 1960     MONUMENTED       CGS
 GB1632
 GB1632                          STATION DESCRIPTION
 GB1632
 GB1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1632'2.8 MI SE FROM MONTEREY.
 GB1632'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST
 GB1632'ON STATE HIGHWAY 84, THEN 3.2 MILES SOUTHEAST ON U.S. HIGHWAY 70N.
 GB1632'THE BENCH MARK IS 61 FT. NORTHWEST OF A POWER LINE POLE, 48
 GB1632'FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 70N, 19 FT. EAST OF
 GB1632'A TELEPHONE POLE, AND 4.8 FT. NORTHWEST OF A WITNESS SIGN.  THE
 GB1632'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND
 GB1632'ABOUT 3 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0813 ***********************************************************************
 FC0813  DESIGNATION -  J 232
 FC0813  PID         -  FC0813
 FC0813  STATE/COUNTY-  TN/CUMBERLAND
 FC0813  USGS QUAD   -  OZONE (1989)
 FC0813
 FC0813                         *CURRENT SURVEY CONTROL
 FC0813  ___________________________________________________________________
 FC0813* NAD 83(1986)-  35 53 48.     (N)    084 51 09.     (W)     SCALED    
 FC0813* NAVD 88     -       520.422  (meters)    1707.42   (feet)  ADJUSTED  
 FC0813  ___________________________________________________________________
 FC0813  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FC0813  DYNAMIC HT  -         519.935 (meters)    1705.82  (feet)  COMP
 FC0813  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 FC0813
 FC0813  VERT ORDER  -  SECOND    CLASS 0
 FC0813
 FC0813.The horizontal coordinates were scaled from a topographic map and have
 FC0813.an estimated accuracy of +/- 6 seconds.
 FC0813
 FC0813.The orthometric height was determined by differential leveling
 FC0813.and adjusted by the National Geodetic Survey in June 1991..
 FC0813
 FC0813.The geoid height was determined by GEOID03.
 FC0813
 FC0813.The dynamic height is computed by dividing the NAVD 88
 FC0813.geopotential number by the normal gravity value computed on the
 FC0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0813.degrees latitude (g = 980.6199 gals.).
 FC0813
 FC0813.The modeled gravity was interpolated from observed gravity values.
 FC0813
 FC0813;                    North         East    Units  Estimated Accuracy
 FC0813;SPC TN       -   174,060.      703,590.      MT  (+/- 180 meters Scaled)
 FC0813
 FC0813                          SUPERSEDED SURVEY CONTROL
 FC0813
 FC0813  NGVD 29 (??/??/92)  520.507  (m)         1707.70   (f) ADJ UNCH    2 0
 FC0813
 FC0813.Superseded values are not recommended for survey control.
 FC0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0813.See file dsdata.txt to determine how the superseded data were derived.
 FC0813
 FC0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE938746(NAD 83)
 FC0813_MARKER: DB = BENCH MARK DISK
 FC0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0813_STAMPING: J 232 1960
 FC0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0813+STABILITY: SURFACE MOTION
 FC0813
 FC0813  HISTORY     - Date     Condition        Report By
 FC0813  HISTORY     - 1960     MONUMENTED       CGS
 FC0813
 FC0813                          STATION DESCRIPTION
 FC0813
 FC0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0813'1.6 MI E FROM CRAB ORCHARD.
 FC0813'FROM THE RAILROAD DEPOT IN CRAB ORCHARD, GO 1.55 MILES EAST ON
 FC0813'THE TENNESSEE CENTRAL RAILWAY TO A GRAVELED ROAD CROSSING.  THE
 FC0813'BENCH MARK IS 53 FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 70,
 FC0813'29 FT. EAST OF A POWER LINE POLE, 26 FT. SOUTHWEST OF THE
 FC0813'SOUTHWEST RAIL, 21 FT. NORTHWEST OF THE CENTER OF THE GRAVELED
 FC0813'RAILROAD CROSSING, 2 FT. NORTHEAST OF A TELEPHONE POLE, AND 2 FT.
 FC0813'NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0813'POST PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE THE LEVEL OF THE
 FC0813'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0188 ***********************************************************************
 FC0188  DESIGNATION -  J 233
 FC0188  PID         -  FC0188
 FC0188  STATE/COUNTY-  TN/ROANE
 FC0188  USGS QUAD   -  CAVE CREEK (1989)
 FC0188
 FC0188                         *CURRENT SURVEY CONTROL
 FC0188  ___________________________________________________________________
 FC0188* NAD 83(1986)-  35 52 17.     (N)    084 26 38.     (W)     SCALED    
 FC0188* NAVD 88     -       253.889  (meters)     832.97   (feet)  ADJUSTED  
 FC0188  ___________________________________________________________________
 FC0188  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0188  DYNAMIC HT  -         253.651 (meters)     832.19  (feet)  COMP
 FC0188  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 FC0188
 FC0188  VERT ORDER  -  SECOND    CLASS 0
 FC0188
 FC0188.The horizontal coordinates were scaled from a topographic map and have
 FC0188.an estimated accuracy of +/- 6 seconds.
 FC0188
 FC0188.The orthometric height was determined by differential leveling
 FC0188.and adjusted by the National Geodetic Survey in June 1991..
 FC0188
 FC0188.The geoid height was determined by GEOID03.
 FC0188
 FC0188.The dynamic height is computed by dividing the NAVD 88
 FC0188.geopotential number by the normal gravity value computed on the
 FC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0188.degrees latitude (g = 980.6199 gals.).
 FC0188
 FC0188.The modeled gravity was interpolated from observed gravity values.
 FC0188
 FC0188;                    North         East    Units  Estimated Accuracy
 FC0188;SPC TN       -   171,760.      740,520.      MT  (+/- 180 meters Scaled)
 FC0188
 FC0188                          SUPERSEDED SURVEY CONTROL
 FC0188
 FC0188  NGVD 29 (??/??/92)  253.999  (m)          833.33   (f) ADJ UNCH    2 0
 FC0188
 FC0188.Superseded values are not recommended for survey control.
 FC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0188.See file dsdata.txt to determine how the superseded data were derived.
 FC0188
 FC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE307727(NAD 83)
 FC0188_MARKER: DB = BENCH MARK DISK
 FC0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0188_SP_SET: OVERPASS
 FC0188_STAMPING: J 233 1960
 FC0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0188
 FC0188  HISTORY     - Date     Condition        Report By
 FC0188  HISTORY     - 1960     MONUMENTED       CGS
 FC0188
 FC0188                          STATION DESCRIPTION
 FC0188
 FC0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0188'4.6 MI SE FROM KINGSTON.
 FC0188'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0188'FOR 0.8 MILE, THEN 3.85 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0188'40 TO AN OVERPASS.  THE BENCH MARK DISK IS CEMENTED IN A DRILL
 FC0188'HOLE IN TOP OF THE SOUTHWEST CONCRETE HEADWALL AT THE SOUTHEAST
 FC0188'END OF THE OVERPASS, 24 FT. SOUTHWEST OF THE CENTER OF THE
 FC0188'SOUTHEAST BOUND TRAFFIC LANES, AND ABOUT 1 FT. ABOVE THE LEVEL
 FC0188'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0231 ***********************************************************************
 FC0231  DESIGNATION -  J 234
 FC0231  PID         -  FC0231
 FC0231  STATE/COUNTY-  TN/KNOX
 FC0231  USGS QUAD   -  LOVELL (1990)
 FC0231
 FC0231                         *CURRENT SURVEY CONTROL
 FC0231  ___________________________________________________________________
 FC0231* NAD 83(1986)-  35 54 31.     (N)    084 07 58.     (W)     SCALED    
 FC0231* NAVD 88     -       285.998  (meters)     938.31   (feet)  ADJUSTED  
 FC0231  ___________________________________________________________________
 FC0231  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0231  DYNAMIC HT  -         285.731 (meters)     937.44  (feet)  COMP
 FC0231  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 FC0231
 FC0231  VERT ORDER  -  SECOND    CLASS 0
 FC0231
 FC0231.The horizontal coordinates were scaled from a topographic map and have
 FC0231.an estimated accuracy of +/- 6 seconds.
 FC0231
 FC0231.The orthometric height was determined by differential leveling
 FC0231.and adjusted by the National Geodetic Survey in June 1991..
 FC0231
 FC0231.The geoid height was determined by GEOID03.
 FC0231
 FC0231.The dynamic height is computed by dividing the NAVD 88
 FC0231.geopotential number by the normal gravity value computed on the
 FC0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0231.degrees latitude (g = 980.6199 gals.).
 FC0231
 FC0231.The modeled gravity was interpolated from observed gravity values.
 FC0231
 FC0231;                    North         East    Units  Estimated Accuracy
 FC0231;SPC TN       -   176,380.      768,530.      MT  (+/- 180 meters Scaled)
 FC0231
 FC0231                          SUPERSEDED SURVEY CONTROL
 FC0231
 FC0231  NGVD 29 (??/??/92)  286.120  (m)          938.71   (f) ADJ UNCH    2 0
 FC0231
 FC0231.Superseded values are not recommended for survey control.
 FC0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0231.See file dsdata.txt to determine how the superseded data were derived.
 FC0231
 FC0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE587776(NAD 83)
 FC0231_MARKER: DB = BENCH MARK DISK
 FC0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0231_SP_SET: CULVERT
 FC0231_STAMPING: J 234 1960
 FC0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0231
 FC0231  HISTORY     - Date     Condition        Report By
 FC0231  HISTORY     - 1960     MONUMENTED       CGS
 FC0231  HISTORY     - 1976     GOOD             TNDT
 FC0231
 FC0231                          STATION DESCRIPTION
 FC0231
 FC0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0231'9.4 MI W FROM BEARDEN.
 FC0231'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0231'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 7.65 MILES WEST ON
 FC0231'INTERSTATE HIGHWAY 40 TO A CONCRETE UNDER THE HIGHWAY.  THE BENCH
 FC0231'MARK IS ABOUT 200 FT. NORTH OF A BARN, AND 50 FT. SOUTH OF THE CENTER
 FC0231'OF THE EAST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A
 FC0231'DRILL HOLE IN TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL
 FC0231'OF THE CULVERT AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
 FC0231'NOTE-- THIS MARK IS 1.0 MILE WEST ALONG INTERSTATE 40 FROM B.M.
 FC0231'H 234.
 FC0231
 FC0231                          STATION RECOVERY (1976)
 FC0231
 FC0231'RECOVERY NOTE BY TN DEPT OF TRANSP 1976
 FC0231'0.8 MILE E OF LOVELL RD. OVERPASS OF I 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0555 ***********************************************************************
 GB0555  DESIGNATION -  J 236
 GB0555  PID         -  GB0555
 GB0555  STATE/COUNTY-  TN/CAMPBELL
 GB0555  USGS QUAD   -  PIONEER (1979)
 GB0555
 GB0555                         *CURRENT SURVEY CONTROL
 GB0555  ___________________________________________________________________
 GB0555* NAD 83(1986)-  36 24 54.     (N)    084 17 11.     (W)     SCALED    
 GB0555* NAVD 88     -       493.758  (meters)    1619.94   (feet)  ADJUSTED  
 GB0555  ___________________________________________________________________
 GB0555  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GB0555  DYNAMIC HT  -         493.318 (meters)    1618.49  (feet)  COMP
 GB0555  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 GB0555
 GB0555  VERT ORDER  -  SECOND    CLASS 0
 GB0555
 GB0555.The horizontal coordinates were scaled from a topographic map and have
 GB0555.an estimated accuracy of +/- 6 seconds.
 GB0555
 GB0555.The orthometric height was determined by differential leveling
 GB0555.and adjusted by the National Geodetic Survey in June 1991..
 GB0555
 GB0555.The geoid height was determined by GEOID03.
 GB0555
 GB0555.The dynamic height is computed by dividing the NAVD 88
 GB0555.geopotential number by the normal gravity value computed on the
 GB0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0555.degrees latitude (g = 980.6199 gals.).
 GB0555
 GB0555.The modeled gravity was interpolated from observed gravity values.
 GB0555
 GB0555;                    North         East    Units  Estimated Accuracy
 GB0555;SPC TN       -   232,310.      753,680.      MT  (+/- 180 meters Scaled)
 GB0555
 GB0555                          SUPERSEDED SURVEY CONTROL
 GB0555
 GB0555  NGVD 29 (??/??/92)  493.863  (m)         1620.28   (f) ADJ UNCH    2 0
 GB0555
 GB0555.Superseded values are not recommended for survey control.
 GB0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0555.See file dsdata.txt to determine how the superseded data were derived.
 GB0555
 GB0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF433334(NAD 83)
 GB0555_MARKER: DB = BENCH MARK DISK
 GB0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0555_STAMPING: J 236 1961
 GB0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0555+STABILITY: SURFACE MOTION
 GB0555
 GB0555  HISTORY     - Date     Condition        Report By
 GB0555  HISTORY     - 1961     MONUMENTED       CGS
 GB0555
 GB0555                          STATION DESCRIPTION
 GB0555
 GB0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0555'4.6 MI SE FROM PIONEER.
 GB0555'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0555'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTERLY ON A SPUR TRACK,
 GB0555'THEN 0.5 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO
 GB0555'1.55 MILE NORTHERLY ON A GRAVELED ROAD TO A SMALL CREEK UNDER THE
 GB0555'ROAD.  THE BENCH MARK IS 31 FT. EAST OF THE CENTER OF THE GRAVELED
 GB0555'ROAD, 19 FT. NORTH OF A SMALL CREEK, AND 1.6 FT. EAST OF A WITNESS
 GB0555'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6
 GB0555'INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2440 ***********************************************************************
 GA2440  DESIGNATION -  J 237
 GA2440  PID         -  GA2440
 GA2440  STATE/COUNTY-  TN/JEFFERSON
 GA2440  USGS QUAD   -  NEW MARKET (1987)
 GA2440
 GA2440                         *CURRENT SURVEY CONTROL
 GA2440  ___________________________________________________________________
 GA2440* NAD 83(1986)-  36 00 10.     (N)    083 32 40.     (W)     SCALED    
 GA2440* NAVD 88     -       285.433  (meters)     936.46   (feet)  ADJUSTED  
 GA2440  ___________________________________________________________________
 GA2440  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2440  DYNAMIC HT  -         285.168 (meters)     935.59  (feet)  COMP
 GA2440  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 GA2440
 GA2440  VERT ORDER  -  SECOND    CLASS 0
 GA2440
 GA2440.The horizontal coordinates were scaled from a topographic map and have
 GA2440.an estimated accuracy of +/- 6 seconds.
 GA2440
 GA2440.The orthometric height was determined by differential leveling
 GA2440.and adjusted by the National Geodetic Survey in June 1991..
 GA2440
 GA2440.The geoid height was determined by GEOID03.
 GA2440
 GA2440.The dynamic height is computed by dividing the NAVD 88
 GA2440.geopotential number by the normal gravity value computed on the
 GA2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2440.degrees latitude (g = 980.6199 gals.).
 GA2440
 GA2440.The modeled gravity was interpolated from observed gravity values.
 GA2440
 GA2440;                    North         East    Units  Estimated Accuracy
 GA2440;SPC TN       -   188,000.      821,360.      MT  (+/- 180 meters Scaled)
 GA2440
 GA2440                          SUPERSEDED SURVEY CONTROL
 GA2440
 GA2440  NGVD 29 (??/??/92)  285.605  (m)          937.02   (f) ADJ UNCH    2 0
 GA2440
 GA2440.Superseded values are not recommended for survey control.
 GA2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2440.See file dsdata.txt to determine how the superseded data were derived.
 GA2440
 GA2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV706872(NAD 83)
 GA2440_MARKER: DB = BENCH MARK DISK
 GA2440_SETTING: 80 = SET IN A BOULDER
 GA2440_STAMPING: J 237 1961
 GA2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2440+STABILITY: SURFACE MOTION
 GA2440
 GA2440  HISTORY     - Date     Condition        Report By
 GA2440  HISTORY     - 1961     MONUMENTED       CGS
 GA2440
 GA2440                          STATION DESCRIPTION
 GA2440
 GA2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2440'4.9 MI E FROM KODAK.
 GA2440'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN KODAK,
 GA2440'(LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 70
 GA2440'AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 GA2440'OF KNOXVILLE), GO 1.2 MILES EAST ON THE PAVED ROAD, THEN 3.7
 GA2440'MILES EAST ON INTERSTATE HIGHWAY 40 TO TWO BARNS ON THE NORTH
 GA2440'SIDE OF THE HIGHWAY.  THE BENCH MARK IS ABOUT 200 FT. NORTHWEST OF
 GA2440'INTERSTATE HIGHWAY 40, 68 FT. WEST OF THE SOUTHWEST CORNER OF A
 GA2440'BARN, 68 FT. NORTHEAST OF THE NORTHEAST CORNER OF A BARN.  THE
 GA2440'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF A 4 X 12 BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0290 ***********************************************************************
 FC0290  DESIGNATION -  J 238
 FC0290  PID         -  FC0290
 FC0290  STATE/COUNTY-  TN/LOUDON
 FC0290  USGS QUAD   -  PHILADELPHIA (1974)
 FC0290
 FC0290                         *CURRENT SURVEY CONTROL
 FC0290  ___________________________________________________________________
 FC0290* NAD 83(1986)-  35 41 25.     (N)    084 25 12.     (W)     SCALED    
 FC0290* NAVD 88     -       312.898  (meters)    1026.57   (feet)  ADJUSTED  
 FC0290  ___________________________________________________________________
 FC0290  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FC0290  DYNAMIC HT  -         312.599 (meters)    1025.59  (feet)  COMP
 FC0290  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 FC0290
 FC0290  VERT ORDER  -  SECOND    CLASS 0
 FC0290
 FC0290.The horizontal coordinates were scaled from a topographic map and have
 FC0290.an estimated accuracy of +/- 6 seconds.
 FC0290
 FC0290.The orthometric height was determined by differential leveling
 FC0290.and adjusted by the National Geodetic Survey in June 1991..
 FC0290
 FC0290.The geoid height was determined by GEOID03.
 FC0290
 FC0290.The dynamic height is computed by dividing the NAVD 88
 FC0290.geopotential number by the normal gravity value computed on the
 FC0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0290.degrees latitude (g = 980.6199 gals.).
 FC0290
 FC0290.The modeled gravity was interpolated from observed gravity values.
 FC0290
 FC0290;                    North         East    Units  Estimated Accuracy
 FC0290;SPC TN       -   151,710.      743,000.      MT  (+/- 180 meters Scaled)
 FC0290
 FC0290                          SUPERSEDED SURVEY CONTROL
 FC0290
 FC0290  NGVD 29 (??/??/92)  312.982  (m)         1026.84   (f) ADJ UNCH    2 0
 FC0290
 FC0290.Superseded values are not recommended for survey control.
 FC0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0290.See file dsdata.txt to determine how the superseded data were derived.
 FC0290
 FC0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE334526(NAD 83)
 FC0290_MARKER: DB = BENCH MARK DISK
 FC0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0290_STAMPING: J 238 1961
 FC0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0290+STABILITY: SURFACE MOTION
 FC0290
 FC0290  HISTORY     - Date     Condition        Report By
 FC0290  HISTORY     - 1961     MONUMENTED       CGS
 FC0290  HISTORY     - 1974     MARK NOT FOUND   TNDT
 FC0290
 FC0290                          STATION DESCRIPTION
 FC0290
 FC0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0290'1.6 MI NW FROM PHILADELPHIA.
 FC0290'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0290'0.1 MILE NORTH, THEN GO 1.15 MILE NORTHWEST ON A PAVED ROAD TO
 FC0290'A Y JUNCTION, THEN TAKE THE LEFT FORK AND GO 0.3 MILE WEST ON A
 FC0290'PAVED ROAD TO A Y JUNCTION.  THE BENCH MARK IS AT THE Y JUNCTION,
 FC0290'30 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 21 FT. SOUTH
 FC0290'OF THE CENTER OF THE PAVED ROAD, 14.5 FT. EAST OF A FENCE CORNER
 FC0290'POST, 1.4 FT. NORTH OF A FENCE, AND 4.2 FT. EAST OF A WITNESS
 FC0290'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FC0290'4 INCHES AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE PAVED ROAD.
 FC0290
 FC0290                          STATION RECOVERY (1974)
 FC0290
 FC0290'RECOVERY NOTE BY TN DEPT OF TRANSP 1974
 FC0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2014 ***********************************************************************
 GA2014  DESIGNATION -  J 239
 GA2014  PID         -  GA2014
 GA2014  STATE/COUNTY-  TN/JEFFERSON
 GA2014  USGS QUAD   -  WHITE PINE (1961)
 GA2014
 GA2014                         *CURRENT SURVEY CONTROL
 GA2014  ___________________________________________________________________
 GA2014* NAD 83(1986)-  36 02 21.     (N)    083 20 00.     (W)     SCALED    
 GA2014* NAVD 88     -       318.035  (meters)    1043.42   (feet)  ADJUSTED  
 GA2014  ___________________________________________________________________
 GA2014  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2014  DYNAMIC HT  -         317.738 (meters)    1042.45  (feet)  COMP
 GA2014  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 GA2014
 GA2014  VERT ORDER  -  SECOND    CLASS 0
 GA2014
 GA2014.The horizontal coordinates were scaled from a topographic map and have
 GA2014.an estimated accuracy of +/- 6 seconds.
 GA2014
 GA2014.The orthometric height was determined by differential leveling
 GA2014.and adjusted by the National Geodetic Survey in June 1991..
 GA2014
 GA2014.The geoid height was determined by GEOID03.
 GA2014
 GA2014.The dynamic height is computed by dividing the NAVD 88
 GA2014.geopotential number by the normal gravity value computed on the
 GA2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2014.degrees latitude (g = 980.6199 gals.).
 GA2014
 GA2014.The modeled gravity was interpolated from observed gravity values.
 GA2014
 GA2014;                    North         East    Units  Estimated Accuracy
 GA2014;SPC TN       -   192,540.      840,280.      MT  (+/- 180 meters Scaled)
 GA2014
 GA2014                          SUPERSEDED SURVEY CONTROL
 GA2014
 GA2014  NGVD 29 (??/??/92)  318.198  (m)         1043.95   (f) ADJ UNCH    2 0
 GA2014
 GA2014.Superseded values are not recommended for survey control.
 GA2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2014.See file dsdata.txt to determine how the superseded data were derived.
 GA2014
 GA2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV897908(NAD 83)
 GA2014_MARKER: DB = BENCH MARK DISK
 GA2014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2014_SP_SET: BRIDGE
 GA2014_STAMPING: J 239 1961
 GA2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2014
 GA2014  HISTORY     - Date     Condition        Report By
 GA2014  HISTORY     - 1961     MONUMENTED       CGS
 GA2014
 GA2014                          STATION DESCRIPTION
 GA2014
 GA2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2014'11.4 MI NW FROM NEWPORT.
 GA2014'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2014'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 6.95
 GA2014'MILES NORTHWEST ON INTERSTATE 40 TO A LARGE BRIDGE OVER THE
 GA2014'FRENCH RIVER.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN
 GA2014'TOP OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE WINGWALL OF THE
 GA2014'BRIDGE AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2082 ***********************************************************************
 GA2082  DESIGNATION -  J 240
 GA2082  PID         -  GA2082
 GA2082  STATE/COUNTY-  TN/GREENE
 GA2082  USGS QUAD   -  MOHAWK (1980)
 GA2082
 GA2082                         *CURRENT SURVEY CONTROL
 GA2082  ___________________________________________________________________
 GA2082* NAD 83(1986)-  36 12 26.     (N)    083 05 51.     (W)     SCALED    
 GA2082* NAVD 88     -       353.502  (meters)    1159.78   (feet)  ADJUSTED  
 GA2082  ___________________________________________________________________
 GA2082  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA2082  DYNAMIC HT  -         353.177 (meters)    1158.71  (feet)  COMP
 GA2082  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GA2082
 GA2082  VERT ORDER  -  SECOND    CLASS 0
 GA2082
 GA2082.The horizontal coordinates were scaled from a topographic map and have
 GA2082.an estimated accuracy of +/- 6 seconds.
 GA2082
 GA2082.The orthometric height was determined by differential leveling
 GA2082.and adjusted by the National Geodetic Survey in June 1991..
 GA2082
 GA2082.The geoid height was determined by GEOID03.
 GA2082
 GA2082.The dynamic height is computed by dividing the NAVD 88
 GA2082.geopotential number by the normal gravity value computed on the
 GA2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2082.degrees latitude (g = 980.6199 gals.).
 GA2082
 GA2082.The modeled gravity was interpolated from observed gravity values.
 GA2082
 GA2082;                    North         East    Units  Estimated Accuracy
 GA2082;SPC TN       -   211,780.      860,970.      MT  (+/- 180 meters Scaled)
 GA2082
 GA2082                          SUPERSEDED SURVEY CONTROL
 GA2082
 GA2082  NGVD 29 (??/??/92)  353.656  (m)         1160.29   (f) ADJ UNCH    2 0
 GA2082
 GA2082.Superseded values are not recommended for survey control.
 GA2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2082.See file dsdata.txt to determine how the superseded data were derived.
 GA2082
 GA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA114089(NAD 83)
 GA2082_MARKER: DB = BENCH MARK DISK
 GA2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2082_STAMPING: J 240 1961
 GA2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2082+STABILITY: SURFACE MOTION
 GA2082
 GA2082  HISTORY     - Date     Condition        Report By
 GA2082  HISTORY     - 1961     MONUMENTED       CGS
 GA2082
 GA2082                          STATION DESCRIPTION
 GA2082
 GA2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2082'3.3 MI W FROM MOHAWK.
 GA2082'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE TO
 GA2082'A T JUNCTION, THEN GO 1.2 MILES NORTH ON A PAVED ROAD, THEN 2.1
 GA2082'MILES WEST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION OF A GRAVELED
 GA2082'ROAD.  THE BENCH MARK IS ABOUT 400 FT. NORTH OF INTERSTATE 81,
 GA2082'ABOUT 0.1 MILE NORTHWEST OF A HOUSE, AT A Y JUNCTION OF TWO
 GA2082'GRAVELED ROADS, 18 FT. NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 GA2082'19.3 FT. SOUTHEAST OF A FENCE CORNER POST, 42 FT. SOUTHEAST OF THE
 GA2082'CENTER OF THE TRIANGLE OF THE Y JUNCTION, 1.6 FT. SOUTHWEST OF A
 GA2082'FENCE, AND 2 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN
 GA2082'TOP OF A CONCRETE POST PROJECTING 5 INCHES AND ABOUT 2 FT. BELOW
 GA2082'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1066 ***********************************************************************
 GA1066  DESIGNATION -  J 241
 GA1066  PID         -  GA1066
 GA1066  STATE/COUNTY-  TN/GREENE
 GA1066  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1066
 GA1066                         *CURRENT SURVEY CONTROL
 GA1066  ___________________________________________________________________
 GA1066* NAD 83(1986)-  36 21 15.     (N)    082 43 44.     (W)     SCALED    
 GA1066* NAVD 88     -       379.324  (meters)    1244.50   (feet)  ADJUSTED  
 GA1066  ___________________________________________________________________
 GA1066  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1066  DYNAMIC HT  -         378.968 (meters)    1243.33  (feet)  COMP
 GA1066  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 GA1066
 GA1066  VERT ORDER  -  SECOND    CLASS 0
 GA1066
 GA1066.The horizontal coordinates were scaled from a topographic map and have
 GA1066.an estimated accuracy of +/- 6 seconds.
 GA1066
 GA1066.The orthometric height was determined by differential leveling
 GA1066.and adjusted by the National Geodetic Survey in June 1991..
 GA1066
 GA1066.The geoid height was determined by GEOID03.
 GA1066
 GA1066.The dynamic height is computed by dividing the NAVD 88
 GA1066.geopotential number by the normal gravity value computed on the
 GA1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1066.degrees latitude (g = 980.6199 gals.).
 GA1066
 GA1066.The modeled gravity was interpolated from observed gravity values.
 GA1066
 GA1066;                    North         East    Units  Estimated Accuracy
 GA1066;SPC TN       -   229,120.      893,550.      MT  (+/- 180 meters Scaled)
 GA1066
 GA1066                          SUPERSEDED SURVEY CONTROL
 GA1066
 GA1066  NGVD 29 (??/??/92)  379.460  (m)         1244.94   (f) ADJ UNCH    2 0
 GA1066
 GA1066.Superseded values are not recommended for survey control.
 GA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1066.See file dsdata.txt to determine how the superseded data were derived.
 GA1066
 GA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA448246(NAD 83)
 GA1066_MARKER: DB = BENCH MARK DISK
 GA1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1066_STAMPING: J 241 1961
 GA1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1066+STABILITY: SURFACE MOTION
 GA1066
 GA1066  HISTORY     - Date     Condition        Report By
 GA1066  HISTORY     - 1961     MONUMENTED       CGS
 GA1066
 GA1066                          STATION DESCRIPTION
 GA1066
 GA1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1066'1.8 MI SW FROM JEAROLDSTOWN.
 GA1066'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1066'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1066'FALL BRANCH), GO 1.1 MILE WEST ON A GRAVELED ROAD TO THE T
 GA1066'JUNCTION OF A GRAVELED ROAD ABOUT 0.1 MILE WEST OF A BRIDGE OVER
 GA1066'A CREEK, THEN GO 0.7 MILE SOUTHWEST ON THE GRAVELED ROAD.  THE
 GA1066'BENCH MARK IS 100 FT. NORTHEAST OF A WOOD BRIDGE OVER A SMALL
 GA1066'CREEK, 13 FT. NORTHWEST OF THE CENTER OF THE ROAD, 8.2 FT.
 GA1066'NORTHEAST OF THE CENTER OF A WIRE GATE, AND 1.7 FT. WEST OF A
 GA1066'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA1066'6 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0344 ***********************************************************************
 GA0344  DESIGNATION -  J 242
 GA0344  PID         -  GA0344
 GA0344  STATE/COUNTY-  TN/SULLIVAN
 GA0344  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0344
 GA0344                         *CURRENT SURVEY CONTROL
 GA0344  ___________________________________________________________________
 GA0344* NAD 83(1986)-  36 34 44.     (N)    082 16 35.     (W)     SCALED    
 GA0344* NAVD 88     -       537.324  (meters)    1762.87   (feet)  ADJUSTED  
 GA0344  ___________________________________________________________________
 GA0344  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0344  DYNAMIC HT  -         536.825 (meters)    1761.23  (feet)  COMP
 GA0344  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 GA0344
 GA0344  VERT ORDER  -  SECOND    CLASS 0
 GA0344
 GA0344.The horizontal coordinates were scaled from a topographic map and have
 GA0344.an estimated accuracy of +/- 6 seconds.
 GA0344
 GA0344.The orthometric height was determined by differential leveling
 GA0344.and adjusted by the National Geodetic Survey in June 1991..
 GA0344
 GA0344.The geoid height was determined by GEOID03.
 GA0344
 GA0344.The dynamic height is computed by dividing the NAVD 88
 GA0344.geopotential number by the normal gravity value computed on the
 GA0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0344.degrees latitude (g = 980.6199 gals.).
 GA0344
 GA0344.The modeled gravity was interpolated from observed gravity values.
 GA0344
 GA0344;                    North         East    Units  Estimated Accuracy
 GA0344;SPC TN       -   255,490.      933,190.      MT  (+/- 180 meters Scaled)
 GA0344
 GA0344                          SUPERSEDED SURVEY CONTROL
 GA0344
 GA0344  NGVD 29 (??/??/92)  537.458  (m)         1763.31   (f) ADJ UNCH    2 0
 GA0344
 GA0344.Superseded values are not recommended for survey control.
 GA0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0344.See file dsdata.txt to determine how the superseded data were derived.
 GA0344
 GA0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA858489(NAD 83)
 GA0344_MARKER: DB = BENCH MARK DISK
 GA0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0344_STAMPING: J 242 1961
 GA0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0344+STABILITY: SURFACE MOTION
 GA0344
 GA0344  HISTORY     - Date     Condition        Report By
 GA0344  HISTORY     - 1961     MONUMENTED       CGS
 GA0344
 GA0344                          STATION DESCRIPTION
 GA0344
 GA0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0344'3.3 MI SW FROM BRISTOL.
 GA0344'FROM THE POINT WHERE U.S. HIGHWAY 11W CROSSES OVER INTERSTATE
 GA0344'HIGHWAY 81 IN WEST BRISTOL, GO 0.2 MILE WEST ON U.S. HIGHWAY 11W
 GA0344'TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.3 MILES SOUTHWEST ON A
 GA0344'PAVED ROAD TO A BARN ON THE LEFT.  THE BENCH MARK IS ABOUT 200
 GA0344'FT. NORTH OF PROPOSED INTERSTATE HIGHWAY 81, 35.4 FT. SOUTH AND
 GA0344'ACROSS ROAD FROM A SIGN (NOW LEAVING CROSS COMMUNITY), 32.7 FT.
 GA0344'EAST OF THE NORTHEAST CORNER OF THE BARN, 18 FT. SOUTH OF THE CENTER
 GA0344'OF THE PAVED ROAD, 22 FT. WEST OF THE CENTER OF A PRIVATE DRIVE,
 GA0344'AND 1.9 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 GA0344'A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE
 GA0344'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0606 ***********************************************************************
 FC0606  DESIGNATION -  J 243
 FC0606  PID         -  FC0606
 FC0606  STATE/COUNTY-  TN/BRADLEY
 FC0606  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0606
 FC0606                         *CURRENT SURVEY CONTROL
 FC0606  ___________________________________________________________________
 FC0606* NAD 83(1986)-  35 12 34.     (N)    084 51 46.     (W)     SCALED    
 FC0606* NAVD 88     -       255.565  (meters)     838.47   (feet)  ADJUSTED  
 FC0606  ___________________________________________________________________
 FC0606  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FC0606  DYNAMIC HT  -         255.314 (meters)     837.64  (feet)  COMP
 FC0606  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC0606
 FC0606  VERT ORDER  -  SECOND    CLASS 0
 FC0606
 FC0606.The horizontal coordinates were scaled from a topographic map and have
 FC0606.an estimated accuracy of +/- 6 seconds.
 FC0606
 FC0606.The orthometric height was determined by differential leveling
 FC0606.and adjusted by the National Geodetic Survey in June 1991..
 FC0606
 FC0606.The geoid height was determined by GEOID03.
 FC0606
 FC0606.The dynamic height is computed by dividing the NAVD 88
 FC0606.geopotential number by the normal gravity value computed on the
 FC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0606.degrees latitude (g = 980.6199 gals.).
 FC0606
 FC0606.The modeled gravity was interpolated from observed gravity values.
 FC0606
 FC0606;                    North         East    Units  Estimated Accuracy
 FC0606;SPC TN       -    97,810.      703,550.      MT  (+/- 180 meters Scaled)
 FC0606
 FC0606                          SUPERSEDED SURVEY CONTROL
 FC0606
 FC0606  NGVD 29 (??/??/92)  255.596  (m)          838.57   (f) ADJ UNCH    2 0
 FC0606
 FC0606.Superseded values are not recommended for survey control.
 FC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0606.See file dsdata.txt to determine how the superseded data were derived.
 FC0606
 FC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD945983(NAD 83)
 FC0606_MARKER: DB = BENCH MARK DISK
 FC0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0606_STAMPING: J 243 1961
 FC0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0606+STABILITY: SURFACE MOTION
 FC0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0606+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 FC0606
 FC0606  HISTORY     - Date     Condition        Report By
 FC0606  HISTORY     - 1961     MONUMENTED       CGS
 FC0606  HISTORY     - 1962     GOOD             NGS
 FC0606  HISTORY     - 1967     GOOD             NGS
 FC0606  HISTORY     - 1979     GOOD             TVA
 FC0606  HISTORY     - 20041208 GOOD             INDIV
 FC0606
 FC0606                          STATION DESCRIPTION
 FC0606
 FC0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0606'4.6 MI N FROM CLEVELAND.
 FC0606'FROM THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND STATE HIGHWAY 60
 FC0606'(GEORGETOWN PIKE), IN THE NORTHWEST EDGE OF CLEVELAND, GO
 FC0606'NORTHEAST ON U.S. HIGHWAY 11 BYPASS FOR 3.3 MILES TO A SIDE ROAD
 FC0606'LEFT, JUST AFTER CROSSING A BRIDGE AND JUST BEFORE REACHING THE
 FC0606'JUNCTION OF U.S. HIGHWAYS 11 AND 11 BYPASS, TURN LEFT AND GO
 FC0606'NORTHWEST FOR 1.0 MILE ON AN OILED ROAD TO A SHARP RIGHT TURN AND
 FC0606'THE VALLEY HEAD SCHOOL ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON
 FC0606'A GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT, 53.0 FEET
 FC0606'NORTHWEST OF THE NORTHWEST CORNER OF A GREEN HOUSE, 39 FEET
 FC0606'SOUTH OF THE CENTER OF THE ROAD, 10 FEET WEST OF THE CENTER OF
 FC0606'DRIVEWAY LEADING TO THE HOUSE, 3 FEET WEST OF POWER LINE POLE
 FC0606'NUMBER 1, AND 1.8 FEET EAST OF WITNESS SIGN.  A DISK SET IN THE
 FC0606'TOP OF A CONCRETE POST PROJECTING 6 INCHES AND ABOUT 3.0 FEET
 FC0606'ABOVE THE LEVEL OF THE ROAD.
 FC0606
 FC0606                          STATION RECOVERY (1967)
 FC0606
 FC0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0606'RECOVERED IN GOOD CONDITION.
 FC0606
 FC0606                          STATION RECOVERY (1979)
 FC0606
 FC0606'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 FC0606'RECOVERED IN GOOD CONDITION.
 FC0606
 FC0606                          STATION RECOVERY (2004)
 FC0606
 FC0606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEL)
 FC0606'THE OILED ROAD DESCRIBED IS NOW MOUSE CREEK ROAD NW. THE GRAVELED ROAD
 FC0606'DESCRIBED IS NOW VALLEY HEAD ROAD NW. THE SCHOOL IS NOW YATES PRIMARY
 FC0606'SCHOOL. VALLEY HEAD CHURCH IS NOW ON THE RIGHT SIDE OF THE ROAD AT THE
 FC0606'SHARP CURVE RIGHT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0582 ***********************************************************************
 FC0582  DESIGNATION -  J 244
 FC0582  PID         -  FC0582
 FC0582  STATE/COUNTY-  TN/MCMINN
 FC0582  USGS QUAD   -  CALHOUN (1980)
 FC0582
 FC0582                         *CURRENT SURVEY CONTROL
 FC0582  ___________________________________________________________________
 FC0582* NAD 83(1986)-  35 18 13.     (N)    084 44 53.     (W)     SCALED    
 FC0582* NAVD 88     -       215.989  (meters)     708.62   (feet)  ADJUSTED  
 FC0582  ___________________________________________________________________
 FC0582  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FC0582  DYNAMIC HT  -         215.778 (meters)     707.93  (feet)  COMP
 FC0582  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0582
 FC0582  VERT ORDER  -  FIRST     CLASS I
 FC0582
 FC0582.The horizontal coordinates were scaled from a topographic map and have
 FC0582.an estimated accuracy of +/- 6 seconds.
 FC0582
 FC0582.The orthometric height was determined by differential leveling
 FC0582.and adjusted by the National Geodetic Survey in June 1991..
 FC0582
 FC0582.The geoid height was determined by GEOID03.
 FC0582
 FC0582.The dynamic height is computed by dividing the NAVD 88
 FC0582.geopotential number by the normal gravity value computed on the
 FC0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0582.degrees latitude (g = 980.6199 gals.).
 FC0582
 FC0582.The modeled gravity was interpolated from observed gravity values.
 FC0582
 FC0582;                    North         East    Units  Estimated Accuracy
 FC0582;SPC TN       -   108,380.      713,860.      MT  (+/- 180 meters Scaled)
 FC0582
 FC0582                          SUPERSEDED SURVEY CONTROL
 FC0582
 FC0582  NGVD 29 (??/??/92)  216.027  (m)          708.75   (f) ADJ UNCH    1 1
 FC0582
 FC0582.Superseded values are not recommended for survey control.
 FC0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0582.See file dsdata.txt to determine how the superseded data were derived.
 FC0582
 FC0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE047090(NAD 83)
 FC0582_MARKER: DB = BENCH MARK DISK
 FC0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0582_STAMPING: J 244 1961
 FC0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0582+STABILITY: SURFACE MOTION
 FC0582
 FC0582  HISTORY     - Date     Condition        Report By
 FC0582  HISTORY     - 1961     MONUMENTED       CGS
 FC0582  HISTORY     - 1968     GOOD             NGS
 FC0582
 FC0582                          STATION DESCRIPTION
 FC0582
 FC0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0582'0.9 MI NE FROM CALHOUN.
 FC0582'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE NORTHEAST
 FC0582'END OF THE HIGHWAY BRIDGE OVER THE HIWASSEE RIVER AT CALHOUN,
 FC0582'ABOUT 115 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF BIG
 FC0582'SPRINGS CALHOUN ROAD, 77 1/2 FEET SOUTHWEST OF A HIGHWAY
 FC0582'RIGHT-OF-WAY MARKER POST, 38 1/2 FEET NORTHWEST OF THE CENTER
 FC0582'LINE OF THE HIGHWAY, 3 1/2 FEET SOUTHEAST OF TELEPHONE POLE
 FC0582'515, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 FC0582'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FC0582'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1250 ***********************************************************************
 FC1250  DESIGNATION -  J 245
 FC1250  PID         -  FC1250
 FC1250  STATE/COUNTY-  TN/HAMILTON
 FC1250  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1250
 FC1250                         *CURRENT SURVEY CONTROL
 FC1250  ___________________________________________________________________
 FC1250* NAD 83(1986)-  35 00 41.     (N)    085 11 22.     (W)     SCALED    
 FC1250* NAVD 88     -       217.444  (meters)     713.40   (feet)  ADJUSTED  
 FC1250  ___________________________________________________________________
 FC1250  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FC1250  DYNAMIC HT  -         217.228 (meters)     712.69  (feet)  COMP
 FC1250  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 FC1250
 FC1250  VERT ORDER  -  FIRST     CLASS II
 FC1250
 FC1250.The horizontal coordinates were scaled from a topographic map and have
 FC1250.an estimated accuracy of +/- 6 seconds.
 FC1250
 FC1250.The orthometric height was determined by differential leveling
 FC1250.and adjusted by the National Geodetic Survey in June 1991..
 FC1250
 FC1250.The geoid height was determined by GEOID03.
 FC1250
 FC1250.The dynamic height is computed by dividing the NAVD 88
 FC1250.geopotential number by the normal gravity value computed on the
 FC1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1250.degrees latitude (g = 980.6199 gals.).
 FC1250
 FC1250.The modeled gravity was interpolated from observed gravity values.
 FC1250
 FC1250;                    North         East    Units  Estimated Accuracy
 FC1250;SPC TN       -    75,540.      673,990.      MT  (+/- 180 meters Scaled)
 FC1250
 FC1250                          SUPERSEDED SURVEY CONTROL
 FC1250
 FC1250  NGVD 29 (??/??/92)  217.460  (m)          713.45   (f) ADJ UNCH    1 2
 FC1250
 FC1250.Superseded values are not recommended for survey control.
 FC1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1250.See file dsdata.txt to determine how the superseded data were derived.
 FC1250
 FC1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD652758(NAD 83)
 FC1250_MARKER: DB = BENCH MARK DISK
 FC1250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1250_SP_SET: BRIDGE
 FC1250_STAMPING: J 245 1961
 FC1250_MARK LOGO: CGS   
 FC1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1250
 FC1250  HISTORY     - Date     Condition        Report By
 FC1250  HISTORY     - 1961     MONUMENTED       CGS
 FC1250  HISTORY     - 1962     GOOD             NGS
 FC1250  HISTORY     - 1972     GOOD             TVA
 FC1250  HISTORY     - 1983     GOOD             NGS
 FC1250
 FC1250                          STATION DESCRIPTION
 FC1250
 FC1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1250'4.3 MI E FROM CHATTANOOGA.
 FC1250'TO REACH THE MARK FROM THE JUNCTION OF THE INTERSTATE HIGHWAY
 FC1250'AND SPRING CREEK ROAD, GO EAST ON THE INTERSTATE HIGHWAY 2.2
 FC1250'MILES AND THE MARK IS SET IN NORTHWEST HEADWALL OF A OVERPASS
 FC1250'OVER THE LOUISVILLE AND NASHVILLE RAILROAD, 30 FEET NORTH OF
 FC1250'THE CENTER OF WEST BOUND LANE, 4.2 FEET SOUTH OF NORTH END
 FC1250'OF BRIDGE FLOOR, 1.3 FEET SOUTH OF NORTH END OF HEADWALL.
 FC1250'A STANDARD DISK SET IN A CONCRETE BRIDGE ABOUT 3 FEET BELOW
 FC1250'THE LEVEL OF THE ROAD.
 FC1250
 FC1250                          STATION RECOVERY (1972)
 FC1250
 FC1250'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1250'RECOVERED IN GOOD CONDITION.
 FC1250
 FC1250                          STATION RECOVERY (1983)
 FC1250
 FC1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1304 ***********************************************************************
 FC1304  DESIGNATION -  J 246
 FC1304  PID         -  FC1304
 FC1304  STATE/COUNTY-  TN/MARION
 FC1304  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1304
 FC1304                         *CURRENT SURVEY CONTROL
 FC1304  ___________________________________________________________________
 FC1304* NAD 83(1986)-  35 03 21.     (N)    085 42 57.     (W)     SCALED    
 FC1304* NAVD 88     -       195.427  (meters)     641.16   (feet)  ADJUSTED  
 FC1304  ___________________________________________________________________
 FC1304  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FC1304  DYNAMIC HT  -         195.237 (meters)     640.54  (feet)  COMP
 FC1304  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 FC1304
 FC1304  VERT ORDER  -  SECOND    CLASS 0
 FC1304
 FC1304.The horizontal coordinates were scaled from a topographic map and have
 FC1304.an estimated accuracy of +/- 6 seconds.
 FC1304
 FC1304.The orthometric height was determined by differential leveling
 FC1304.and adjusted by the National Geodetic Survey in June 1991..
 FC1304
 FC1304.The geoid height was determined by GEOID03.
 FC1304
 FC1304.The dynamic height is computed by dividing the NAVD 88
 FC1304.geopotential number by the normal gravity value computed on the
 FC1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1304.degrees latitude (g = 980.6199 gals.).
 FC1304
 FC1304.The modeled gravity was interpolated from observed gravity values.
 FC1304
 FC1304;                    North         East    Units  Estimated Accuracy
 FC1304;SPC TN       -    80,200.      625,920.      MT  (+/- 180 meters Scaled)
 FC1304
 FC1304                          SUPERSEDED SURVEY CONTROL
 FC1304
 FC1304  NGVD 29 (??/??/92)  195.433  (m)          641.18   (f) ADJ UNCH    2 0
 FC1304
 FC1304.Superseded values are not recommended for survey control.
 FC1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1304.See file dsdata.txt to determine how the superseded data were derived.
 FC1304
 FC1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD171799(NAD 83)
 FC1304_MARKER: DB = BENCH MARK DISK
 FC1304_SETTING: 66 = SET IN ROCK OUTCROP
 FC1304_SP_SET: SET IN ROCK OUTCROP
 FC1304_STAMPING: J 246 1962
 FC1304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1304+STABILITY: POSITION/ELEVATION WELL
 FC1304
 FC1304  HISTORY     - Date     Condition        Report By
 FC1304  HISTORY     - 1962     MONUMENTED       CGS
 FC1304
 FC1304                          STATION DESCRIPTION
 FC1304
 FC1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1304'1.8 MI NW FROM DIXIE LEE.
 FC1304'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1304'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1304'41-64 FOR 1.85 MILES TO THE MARK SET IN THE TOP OF A ROCK LEDGE
 FC1304'AT THE EAST END OF A CUT, 120 FEET WEST OF THE WEST EDGE OF
 FC1304'A ROAD SIDE PARK, 104 FEET EAST OF TELEPHONE POLE NUMBER 2,
 FC1304'55 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64, 48
 FC1304'FEET EAST OF THE EAST END OF THE CUT, 4.0 FEET EAST OF THE
 FC1304'WEST EDGE OF THE LEDGE, 2.2 FEET NORTHWEST OF A METAL WITNESS
 FC1304'POST AND 0.8 FEET NORTH OF THE SOUTH EDGE OF THE LEDGE.  A
 FC1304'STANDARD DISK DRILLED IN THE TOP OF A ROCK LEDGE AND ABOUT
 FC1304'ONE FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1816 ***********************************************************************
 GA1816  DESIGNATION -  J 247
 GA1816  PID         -  GA1816
 GA1816  STATE/COUNTY-  TN/HAMBLEN
 GA1816  USGS QUAD   -  TALBOTT (1980)
 GA1816
 GA1816                         *CURRENT SURVEY CONTROL
 GA1816  ___________________________________________________________________
 GA1816* NAD 83(1986)-  36 09 21.     (N)    083 25 29.     (W)     SCALED    
 GA1816* NAVD 88     -       384.445  (meters)    1261.30   (feet)  ADJUSTED  
 GA1816  ___________________________________________________________________
 GA1816  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1816  DYNAMIC HT  -         384.091 (meters)    1260.14  (feet)  COMP
 GA1816  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 GA1816
 GA1816  VERT ORDER  -  FIRST     CLASS I
 GA1816
 GA1816.The horizontal coordinates were scaled from a topographic map and have
 GA1816.an estimated accuracy of +/- 6 seconds.
 GA1816
 GA1816.The orthometric height was determined by differential leveling
 GA1816.and adjusted by the National Geodetic Survey in June 1991..
 GA1816
 GA1816.The geoid height was determined by GEOID03.
 GA1816
 GA1816.The dynamic height is computed by dividing the NAVD 88
 GA1816.geopotential number by the normal gravity value computed on the
 GA1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1816.degrees latitude (g = 980.6199 gals.).
 GA1816
 GA1816.The modeled gravity was interpolated from observed gravity values.
 GA1816
 GA1816;                    North         East    Units  Estimated Accuracy
 GA1816;SPC TN       -   205,260.      831,700.      MT  (+/- 180 meters Scaled)
 GA1816
 GA1816                          SUPERSEDED SURVEY CONTROL
 GA1816
 GA1816  NGVD 29 (??/??/92)  384.574  (m)         1261.72   (f) ADJ UNCH    1 1
 GA1816
 GA1816.Superseded values are not recommended for survey control.
 GA1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1816.See file dsdata.txt to determine how the superseded data were derived.
 GA1816
 GA1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA818039(NAD 83)
 GA1816_MARKER: DB = BENCH MARK DISK
 GA1816_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1816_STAMPING: J 247 1967
 GA1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1816
 GA1816  HISTORY     - Date     Condition        Report By
 GA1816  HISTORY     - 1967     MONUMENTED       CGS
 GA1816
 GA1816                          STATION DESCRIPTION
 GA1816
 GA1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1816'7.4 MI W FROM MORRISTOWN.
 GA1816'ABOUT 7.45 MILES WEST ALONG U.S. HIGHWAY 11E FROM THE CITY HALL AT
 GA1816'MORRISTOWN, ABOUT 0.15 MILE SOUTHWEST OF THE JUNCTION OF A BLACK
 GA1816'TOPPED ROAD LEADING SOUTH TO TALBOTT, SET ON THE TOP OF AN
 GA1816'EXPOSED ROCK WHICH IS 21 FEET LONG, 3 FEET WIDE AND FLUSH WITH THE
 GA1816'GROUND, 30 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GA1816'ON TOP OF THE HIGHEST POINT OF THE ROCK AND ABOUT LEVEL WITH THE
 GA1816'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2221 ***********************************************************************
 GA2221  DESIGNATION -  J 248
 GA2221  PID         -  GA2221
 GA2221  STATE/COUNTY-  TN/KNOX
 GA2221  USGS QUAD   -  JOHN SEVIER (1992)
 GA2221
 GA2221                         *CURRENT SURVEY CONTROL
 GA2221  ___________________________________________________________________
 GA2221* NAD 83(1986)-  36 03 53.     (N)    083 45 26.     (W)     SCALED    
 GA2221* NAVD 88     -       272.485  (meters)     893.98   (feet)  ADJUSTED  
 GA2221  ___________________________________________________________________
 GA2221  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2221  DYNAMIC HT  -         272.235 (meters)     893.16  (feet)  COMP
 GA2221  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 GA2221
 GA2221  VERT ORDER  -  FIRST     CLASS I
 GA2221
 GA2221.The horizontal coordinates were scaled from a topographic map and have
 GA2221.an estimated accuracy of +/- 6 seconds.
 GA2221
 GA2221.The orthometric height was determined by differential leveling
 GA2221.and adjusted by the National Geodetic Survey in June 1991..
 GA2221
 GA2221.The geoid height was determined by GEOID03.
 GA2221
 GA2221.The dynamic height is computed by dividing the NAVD 88
 GA2221.geopotential number by the normal gravity value computed on the
 GA2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2221.degrees latitude (g = 980.6199 gals.).
 GA2221
 GA2221.The modeled gravity was interpolated from observed gravity values.
 GA2221
 GA2221;                    North         East    Units  Estimated Accuracy
 GA2221;SPC TN       -   194,410.      802,030.      MT  (+/- 180 meters Scaled)
 GA2221
 GA2221                          SUPERSEDED SURVEY CONTROL
 GA2221
 GA2221  NGVD 29 (??/??/92)  272.615  (m)          894.40   (f) ADJ UNCH    1 1
 GA2221
 GA2221.Superseded values are not recommended for survey control.
 GA2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2221.See file dsdata.txt to determine how the superseded data were derived.
 GA2221
 GA2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV516946(NAD 83)
 GA2221_MARKER: DB = BENCH MARK DISK
 GA2221_SETTING: 66 = SET IN ROCK OUTCROP
 GA2221_SP_SET: ROCK LEDGE
 GA2221_STAMPING: J 248 1967
 GA2221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2221+STABILITY: POSITION/ELEVATION WELL
 GA2221
 GA2221  HISTORY     - Date     Condition        Report By
 GA2221  HISTORY     - 1967     MONUMENTED       CGS
 GA2221
 GA2221                          STATION DESCRIPTION
 GA2221
 GA2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2221'1.2 MI W FROM MASCOT.
 GA2221'ABOUT 1.25 MILES WEST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2221'CHURCH AT MASCOT, 120 FEET WEST OF THE WEST END OF A 250-FOOT
 GA2221'BRIDGE OVER ROSEBERRY CREEK, NEAR THE JUNCTION OF A BLACK TOPPED
 GA2221'ROAD LEADING NORTH, SET ON THE TOP OF A ROCK LEDGE WHICH PROJECTS
 GA2221'OUT OF A CUT, 35 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GA2221'18 FEET NORTHWEST OF THE CENTER LINE OF THE WEST LEG OF THE ROAD
 GA2221'LEADING NORTH, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0471 ***********************************************************************
 GB0471  DESIGNATION -  J 249
 GB0471  PID         -  GB0471
 GB0471  STATE/COUNTY-  TN/KNOX
 GB0471  USGS QUAD   -  POWELL (1976)
 GB0471
 GB0471                         *CURRENT SURVEY CONTROL
 GB0471  ___________________________________________________________________
 GB0471* NAD 83(1986)-  36 04 08.     (N)    084 02 51.     (W)     SCALED    
 GB0471* NAVD 88     -       260.986  (meters)     856.25   (feet)  ADJUSTED  
 GB0471  ___________________________________________________________________
 GB0471  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0471  DYNAMIC HT  -         260.744 (meters)     855.46  (feet)  COMP
 GB0471  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 GB0471
 GB0471  VERT ORDER  -  FIRST     CLASS I
 GB0471
 GB0471.The horizontal coordinates were scaled from a topographic map and have
 GB0471.an estimated accuracy of +/- 6 seconds.
 GB0471
 GB0471.The orthometric height was determined by differential leveling
 GB0471.and adjusted by the National Geodetic Survey in June 1991..
 GB0471
 GB0471.The geoid height was determined by GEOID03.
 GB0471
 GB0471.The dynamic height is computed by dividing the NAVD 88
 GB0471.geopotential number by the normal gravity value computed on the
 GB0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0471.degrees latitude (g = 980.6199 gals.).
 GB0471
 GB0471.The modeled gravity was interpolated from observed gravity values.
 GB0471
 GB0471;                    North         East    Units  Estimated Accuracy
 GB0471;SPC TN       -   194,310.      775,870.      MT  (+/- 180 meters Scaled)
 GB0471
 GB0471                          SUPERSEDED SURVEY CONTROL
 GB0471
 GB0471  NGVD 29 (??/??/92)  261.111  (m)          856.66   (f) ADJ UNCH    1 1
 GB0471
 GB0471.Superseded values are not recommended for survey control.
 GB0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0471.See file dsdata.txt to determine how the superseded data were derived.
 GB0471
 GB0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE659956(NAD 83)
 GB0471_MARKER: DB = BENCH MARK DISK
 GB0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0471_SP_SET: ABUTMENT
 GB0471_STAMPING: J 249 1967
 GB0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0471
 GB0471  HISTORY     - Date     Condition        Report By
 GB0471  HISTORY     - 1967     MONUMENTED       CGS
 GB0471  HISTORY     - 1973     GOOD             TVA
 GB0471
 GB0471                          STATION DESCRIPTION
 GB0471
 GB0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0471'4.2 MI NW FROM POWELL.
 GB0471'ABOUT 4.2 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0471'STATION AT POWELL, ABOUT 0.4 MILE NORTHWEST OF MILEPOST 12, SET
 GB0471'ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 GB0471'RAILWAY BRIDGE OVER BULLRUN CREEK, 6 FEET EAST OF THE EAST RAIL,
 GB0471'2 1/2 FEET WEST OF THE EAST END OF THE ABUTMENT AND ABOUT 1/2
 GB0471'FOOT BELOW LEVEL OF THE TRACK.
 GB0471
 GB0471                          STATION RECOVERY (1973)
 GB0471
 GB0471'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1243 ***********************************************************************
 GC1243  DESIGNATION -  J 25
 GC1243  PID         -  GC1243
 GC1243  STATE/COUNTY-  TN/MONTGOMERY
 GC1243  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1243
 GC1243                         *CURRENT SURVEY CONTROL
 GC1243  ___________________________________________________________________
 GC1243* NAD 83(1986)-  36 30 46.     (N)    087 24 37.     (W)     SCALED    
 GC1243* NAVD 88     -       119.385  (meters)     391.68   (feet)  ADJUSTED  
 GC1243  ___________________________________________________________________
 GC1243  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1243  DYNAMIC HT  -         119.285 (meters)     391.35  (feet)  COMP
 GC1243  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 GC1243
 GC1243  VERT ORDER  -  SECOND    CLASS 0
 GC1243
 GC1243.The horizontal coordinates were scaled from a topographic map and have
 GC1243.an estimated accuracy of +/- 6 seconds.
 GC1243
 GC1243.The orthometric height was determined by differential leveling
 GC1243.and adjusted by the National Geodetic Survey in June 1991..
 GC1243
 GC1243.The geoid height was determined by GEOID03.
 GC1243
 GC1243.The dynamic height is computed by dividing the NAVD 88
 GC1243.geopotential number by the normal gravity value computed on the
 GC1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1243.degrees latitude (g = 980.6199 gals.).
 GC1243
 GC1243.The modeled gravity was interpolated from observed gravity values.
 GC1243
 GC1243;                    North         East    Units  Estimated Accuracy
 GC1243;SPC TN       -   242,720.      473,670.      MT  (+/- 180 meters Scaled)
 GC1243
 GC1243                          SUPERSEDED SURVEY CONTROL
 GC1243
 GC1243  NGVD 29 (??/??/92)  119.455  (m)          391.91   (f) ADJ UNCH    2 0
 GC1243
 GC1243.Superseded values are not recommended for survey control.
 GC1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1243.See file dsdata.txt to determine how the superseded data were derived.
 GC1243
 GC1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF632409(NAD 83)
 GC1243_MARKER: DB = BENCH MARK DISK
 GC1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1243_STAMPING: J 25 1934
 GC1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1243+STABILITY: SURFACE MOTION
 GC1243
 GC1243  HISTORY     - Date     Condition        Report By
 GC1243  HISTORY     - 1934     MONUMENTED       CGS
 GC1243  HISTORY     - 1956     MARK NOT FOUND   USGS
 GC1243
 GC1243                          STATION DESCRIPTION
 GC1243
 GC1243'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GC1243'4.5 MI SW FROM CLARKSVILLE.
 GC1243'ABOUT 4-1/2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GC1243'RAILROAD FROM THE STATION AT CLARKSVILLE, MONTGOMERY COUNTY,
 GC1243'0.2 MILE NORTH OF MILEPOST 182, AT A FARM-ROAD CROSSING, 12
 GC1243'YARDS EAST OF THE CENTERLINE OF THE TRACK, 6 YARDS NORTH OF THE
 GC1243'CENTERLINE OF THE ROAD, 3 YARDS WEST OF A FENCE, AND 3 YARDS
 GC1243'NORTH OF A GATE.  A STANDARD DISK, STAMPED J 25 1934 AND SET
 GC1243'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0892 ***********************************************************************
 GB0892  DESIGNATION -  J 250
 GB0892  PID         -  GB0892
 GB0892  STATE/COUNTY-  TN/MORGAN
 GB0892  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB0892
 GB0892                         *CURRENT SURVEY CONTROL
 GB0892  ___________________________________________________________________
 GB0892* NAD 83(1986)-  36 14 51.     (N)    084 39 36.     (W)     SCALED    
 GB0892* NAVD 88     -       415.312  (meters)    1362.57   (feet)  ADJUSTED  
 GB0892  ___________________________________________________________________
 GB0892  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GB0892  DYNAMIC HT  -         414.948 (meters)    1361.38  (feet)  COMP
 GB0892  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 GB0892
 GB0892  VERT ORDER  -  FIRST     CLASS I
 GB0892
 GB0892.The horizontal coordinates were scaled from a topographic map and have
 GB0892.an estimated accuracy of +/- 6 seconds.
 GB0892
 GB0892.The orthometric height was determined by differential leveling
 GB0892.and adjusted by the National Geodetic Survey in June 1991..
 GB0892
 GB0892.The geoid height was determined by GEOID03.
 GB0892
 GB0892.The dynamic height is computed by dividing the NAVD 88
 GB0892.geopotential number by the normal gravity value computed on the
 GB0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0892.degrees latitude (g = 980.6199 gals.).
 GB0892
 GB0892.The modeled gravity was interpolated from observed gravity values.
 GB0892
 GB0892;                    North         East    Units  Estimated Accuracy
 GB0892;SPC TN       -   213,200.      720,430.      MT  (+/- 180 meters Scaled)
 GB0892
 GB0892                          SUPERSEDED SURVEY CONTROL
 GB0892
 GB0892  NGVD 29 (??/??/92)  415.421  (m)         1362.93   (f) ADJ UNCH    1 1
 GB0892
 GB0892.Superseded values are not recommended for survey control.
 GB0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0892.See file dsdata.txt to determine how the superseded data were derived.
 GB0892
 GB0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF102139(NAD 83)
 GB0892_MARKER: DB = BENCH MARK DISK
 GB0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0892_SP_SET: FOOTING
 GB0892_STAMPING: J 250 1968
 GB0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0892
 GB0892  HISTORY     - Date     Condition        Report By
 GB0892  HISTORY     - 1968     MONUMENTED       CGS
 GB0892
 GB0892                          STATION DESCRIPTION
 GB0892
 GB0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0892'1.1 MI NE FROM SUNBRIGHT.
 GB0892'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0892'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0892'SOUTHERN RAILWAY, THENCE 0.75 MILE NORTHEAST ALONG THE MAIN
 GB0892'TRACK, 0.25 MILE SOUTHWEST OF MILEPOST 231, 92 YARDS NORTHEAST
 GB0892'OF SEMAPHORE NUMBER 231.2, 104 YARDS SOUTHWEST OF THE CENTER OF A
 GB0892'CROSSING OF THE RAILROAD AND A PAVED ROAD, SET IN THE CENTER OF
 GB0892'THE TOP OF THE MOST SOUTHERLY OF THREE ABANDONED CONCRETE
 GB0892'FOOTINGS WHICH PROJECT 14 INCHES, 44 1/2 FEET SOUTHEAST OF THE
 GB0892'SOUTHEAST RAIL, 25 FEET NORTHWEST OF THE CENTERLINE OF A TRAIL
 GB0892'ROAD, 32 FEET SOUTHWEST OF A TELEPHONE POLE, AND ABOUT 3 FEET
 GB0892'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1050 ***********************************************************************
 GD1050  DESIGNATION -  J 251
 GD1050  PID         -  GD1050
 GD1050  STATE/COUNTY-  TN/LAKE
 GD1050  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1050
 GD1050                         *CURRENT SURVEY CONTROL
 GD1050  ___________________________________________________________________
 GD1050* NAD 83(1986)-  36 12 39.     (N)    089 39 33.     (W)     SCALED    
 GD1050* NAVD 88     -        82.009  (meters)     269.06   (feet)  ADJUSTED  
 GD1050  ___________________________________________________________________
 GD1050  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1050  DYNAMIC HT  -          81.941 (meters)     268.83  (feet)  COMP
 GD1050  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 GD1050
 GD1050  VERT ORDER  -  FIRST     CLASS I
 GD1050
 GD1050.The horizontal coordinates were scaled from a topographic map and have
 GD1050.an estimated accuracy of +/- 6 seconds.
 GD1050
 GD1050.The orthometric height was determined by differential leveling
 GD1050.and adjusted by the National Geodetic Survey in June 1991..
 GD1050
 GD1050.The geoid height was determined by GEOID03.
 GD1050
 GD1050.The dynamic height is computed by dividing the NAVD 88
 GD1050.geopotential number by the normal gravity value computed on the
 GD1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1050.degrees latitude (g = 980.6199 gals.).
 GD1050
 GD1050.The modeled gravity was interpolated from observed gravity values.
 GD1050
 GD1050;                    North         East    Units  Estimated Accuracy
 GD1050;SPC TN       -   214,460.      271,040.      MT  (+/- 180 meters Scaled)
 GD1050
 GD1050                          SUPERSEDED SURVEY CONTROL
 GD1050
 GD1050  NGVD 29 (??/??/??)   81.925  (m)          268.78   (f) ADJUSTED    1 1
 GD1050
 GD1050.Superseded values are not recommended for survey control.
 GD1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1050.See file dsdata.txt to determine how the superseded data were derived.
 GD1050
 GD1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF609106(NAD 83)
 GD1050_MARKER: DB = BENCH MARK DISK
 GD1050_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1050_SP_SET: COPPER-CLAD STEEL ROD
 GD1050_STAMPING: J 251 1976
 GD1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1050
 GD1050  HISTORY     - Date     Condition        Report By
 GD1050  HISTORY     - 1976     MONUMENTED       NGS
 GD1050  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD1050
 GD1050                          STATION DESCRIPTION
 GD1050
 GD1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1050'11.8 MI SW FROM RIDGELY.
 GD1050'1.5 MILE WEST ALONG A BLACKTOP ROAD FROM THE ILLINOIS CENTRAL
 GD1050'RAILROAD STATION AT RIDGELY, THENCE 3.05 MILES SOUTHWEST ALONG A
 GD1050'BLACKTOP ROAD, THENCE 7 MILES WEST ALONG STATE HIGHWAY 79,
 GD1050'THENCE 0.2 MILE SOUTHEAST ON A GRAVEL ROAD, 0.1 MILE EAST OF
 GD1050'POWELLS FERRY LANDING, 1.8 FEET EAST OF A LARGE OAK TREE WITH A
 GD1050'TRIANGLER BLAZE, 135 FEET EAST OF CENTER OF THE ROAD LEADING
 GD1050'WEST TO THE FERRY, AND 17.5 FEET EAST OF CENTER OF THE EAST ROAD
 GD1050'LEADING TO THE FERRY.
 GD1050
 GD1050                          STATION RECOVERY (2002)
 GD1050
 GD1050'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0441 ***********************************************************************
 FC0441  DESIGNATION -  J 256
 FC0441  PID         -  FC0441
 FC0441  STATE/COUNTY-  TN/BRADLEY
 FC0441  USGS QUAD   -  MC DONALD (1976)
 FC0441
 FC0441                         *CURRENT SURVEY CONTROL
 FC0441  ___________________________________________________________________
 FC0441* NAD 83(1986)-  35 02 43.     (N)    084 55 28.     (W)     SCALED    
 FC0441* NAVD 88     -       276.772  (meters)     908.04   (feet)  ADJUSTED  
 FC0441  ___________________________________________________________________
 FC0441  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0441  DYNAMIC HT  -         276.495 (meters)     907.13  (feet)  COMP
 FC0441  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 FC0441
 FC0441  VERT ORDER  -  FIRST     CLASS I
 FC0441
 FC0441.The horizontal coordinates were scaled from a topographic map and have
 FC0441.an estimated accuracy of +/- 6 seconds.
 FC0441
 FC0441.The orthometric height was determined by differential leveling
 FC0441.and adjusted by the National Geodetic Survey in June 1991..
 FC0441
 FC0441.The geoid height was determined by GEOID03.
 FC0441
 FC0441.The dynamic height is computed by dividing the NAVD 88
 FC0441.geopotential number by the normal gravity value computed on the
 FC0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0441.degrees latitude (g = 980.6199 gals.).
 FC0441
 FC0441.The modeled gravity was interpolated from observed gravity values.
 FC0441
 FC0441;                    North         East    Units  Estimated Accuracy
 FC0441;SPC TN       -    79,530.      698,130.      MT  (+/- 180 meters Scaled)
 FC0441
 FC0441                          SUPERSEDED SURVEY CONTROL
 FC0441
 FC0441  NGVD 29 (??/??/92)  276.762  (m)          908.01   (f) ADJ UNCH    1 1
 FC0441
 FC0441.Superseded values are not recommended for survey control.
 FC0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0441.See file dsdata.txt to determine how the superseded data were derived.
 FC0441
 FC0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD893800(NAD 83)
 FC0441_MARKER: DB = BENCH MARK DISK
 FC0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0441_STAMPING: J 256 1968
 FC0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0441+STABILITY: SURFACE MOTION
 FC0441
 FC0441  HISTORY     - Date     Condition        Report By
 FC0441  HISTORY     - 1968     MONUMENTED       CGS
 FC0441
 FC0441                          STATION DESCRIPTION
 FC0441
 FC0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0441'8.1 MI SW FROM CLEVELAND.
 FC0441'ABOUT 8.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0441'STATION AT CLEVELAND, ABOUT 0.1 MILE SOUTH OF MILEPOST 8, 50 1/2
 FC0441'FEET NORTHEAST OF THE CENTER OF A BLACKTOP ROAD CROSSING, 25.8
 FC0441'FEET EAST OF THE EAST RAIL, 26 FEET NORTH OF A FENCE LINE CORNER,
 FC0441'1 1/2 FEET WEST OF A FENCE LINE, 1.3 FEET SOUTH OF A METAL
 FC0441'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 FC0441'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 FC0441'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0423 ***********************************************************************
 FC0423  DESIGNATION -  J 257
 FC0423  PID         -  FC0423
 FC0423  STATE/COUNTY-  TN/MCMINN
 FC0423  USGS QUAD   -  CALHOUN (1980)
 FC0423
 FC0423                         *CURRENT SURVEY CONTROL
 FC0423  ___________________________________________________________________
 FC0423* NAD 83(1986)-  35 22 22.     (N)    084 41 58.     (W)     SCALED    
 FC0423* NAVD 88     -       240.448  (meters)     788.87   (feet)  ADJUSTED  
 FC0423  ___________________________________________________________________
 FC0423  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0423  DYNAMIC HT  -         240.214 (meters)     788.10  (feet)  COMP
 FC0423  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 FC0423
 FC0423  VERT ORDER  -  FIRST     CLASS I
 FC0423
 FC0423.The horizontal coordinates were scaled from a topographic map and have
 FC0423.an estimated accuracy of +/- 6 seconds.
 FC0423
 FC0423.The orthometric height was determined by differential leveling
 FC0423.and adjusted by the National Geodetic Survey in June 1991..
 FC0423
 FC0423.The geoid height was determined by GEOID03.
 FC0423
 FC0423.The dynamic height is computed by dividing the NAVD 88
 FC0423.geopotential number by the normal gravity value computed on the
 FC0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0423.degrees latitude (g = 980.6199 gals.).
 FC0423
 FC0423.The modeled gravity was interpolated from observed gravity values.
 FC0423
 FC0423;                    North         East    Units  Estimated Accuracy
 FC0423;SPC TN       -   116,110.      718,180.      MT  (+/- 180 meters Scaled)
 FC0423
 FC0423                          SUPERSEDED SURVEY CONTROL
 FC0423
 FC0423  NGVD 29 (??/??/92)  240.491  (m)          789.01   (f) ADJ UNCH    1 1
 FC0423
 FC0423.Superseded values are not recommended for survey control.
 FC0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0423.See file dsdata.txt to determine how the superseded data were derived.
 FC0423
 FC0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE089168(NAD 83)
 FC0423_MARKER: DB = BENCH MARK DISK
 FC0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0423_STAMPING: J 257 1968
 FC0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0423+STABILITY: SURFACE MOTION
 FC0423
 FC0423  HISTORY     - Date     Condition        Report By
 FC0423  HISTORY     - 1968     MONUMENTED       CGS
 FC0423
 FC0423                          STATION DESCRIPTION
 FC0423
 FC0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0423'0.6 MI SW FROM RICEVILLE.
 FC0423'ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0423'OFFICE AT RICEVILLE, AT THE JUNCTION OF A GRAVELED DRIVE LEADING
 FC0423'SOUTHEAST TO A LARGE TWO-STORIED BRICK HOUSE ON THE CHARLIE
 FC0423'MILLER ANGUS FARM, ABOUT 75 YARDS WEST OF AND ACROSS THE DRIVE
 FC0423'FROM THE SOUTHERN RAILWAY MILEPOST 194, 36 FEET SOUTHEAST OF THE
 FC0423'CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHWEST OF THE CENTER LINE
 FC0423'OF THE DRIVE, 1 FOOT NORTHEAST OF A FENCE LINE, 1.3 FEET SOUTHEAST
 FC0423'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND DRIVE
 FC0423'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 FC0423'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0859 ***********************************************************************
 FC0859  DESIGNATION -  J 258
 FC0859  PID         -  FC0859
 FC0859  STATE/COUNTY-  TN/MCMINN
 FC0859  USGS QUAD   -  NIOTA (1990)
 FC0859
 FC0859                         *CURRENT SURVEY CONTROL
 FC0859  ___________________________________________________________________
 FC0859* NAD 83(1986)-  35 30 36.     (N)    084 33 26.     (W)     SCALED    
 FC0859* NAVD 88     -       287.817  (meters)     944.28   (feet)  ADJUSTED  
 FC0859  ___________________________________________________________________
 FC0859  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0859  DYNAMIC HT  -         287.535 (meters)     943.35  (feet)  COMP
 FC0859  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 FC0859
 FC0859  VERT ORDER  -  FIRST     CLASS I
 FC0859
 FC0859.The horizontal coordinates were scaled from a topographic map and have
 FC0859.an estimated accuracy of +/- 6 seconds.
 FC0859
 FC0859.The orthometric height was determined by differential leveling
 FC0859.and adjusted by the National Geodetic Survey in June 1991..
 FC0859
 FC0859.The geoid height was determined by GEOID03.
 FC0859
 FC0859.The dynamic height is computed by dividing the NAVD 88
 FC0859.geopotential number by the normal gravity value computed on the
 FC0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0859.degrees latitude (g = 980.6199 gals.).
 FC0859
 FC0859.The modeled gravity was interpolated from observed gravity values.
 FC0859
 FC0859;                    North         East    Units  Estimated Accuracy
 FC0859;SPC TN       -   131,520.      730,880.      MT  (+/- 180 meters Scaled)
 FC0859
 FC0859                          SUPERSEDED SURVEY CONTROL
 FC0859
 FC0859  NGVD 29 (??/??/92)  287.875  (m)          944.47   (f) ADJ UNCH    1 1
 FC0859
 FC0859.Superseded values are not recommended for survey control.
 FC0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0859.See file dsdata.txt to determine how the superseded data were derived.
 FC0859
 FC0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE215323(NAD 83)
 FC0859_MARKER: DB = BENCH MARK DISK
 FC0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0859_SP_SET: BRIDGE
 FC0859_STAMPING: J 258 1968
 FC0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0859
 FC0859  HISTORY     - Date     Condition        Report By
 FC0859  HISTORY     - 1968     MONUMENTED       CGS
 FC0859
 FC0859                          STATION DESCRIPTION
 FC0859
 FC0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0859'0.6 MI SW FROM NIOTA.
 FC0859'ABOUT 0.55 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0859'CORNER OF A LARGE CEMETERY AT NIOTA, ABOUT 100 YARDS SOUTHWEST
 FC0859'OF THE JUNCTION OF A BLACKTOP ROAD LEADING SOUTHEAST, SET IN THE
 FC0859'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 4-FOOT
 FC0859'CONCRETE BOX CULVERT OVER A DRAINAGE DITCH LEADING FROM THE
 FC0859'WHITE CLIF CORPORATION DYE HOUSE, 1 FOOT NORTHEAST OF THE SOUTHWEST
 FC0859'END OF THE HEAD WALL AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 FC0859'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0041 ***********************************************************************
 FC0041  DESIGNATION -  J 259
 FC0041  PID         -  FC0041
 FC0041  STATE/COUNTY-  TN/LOUDON
 FC0041  USGS QUAD   -  LOUDON (1984)
 FC0041
 FC0041                         *CURRENT SURVEY CONTROL
 FC0041  ___________________________________________________________________
 FC0041* NAD 83(1986)-  35 43 05.     (N)    084 21 31.     (W)     SCALED    
 FC0041* NAVD 88     -       263.606  (meters)     864.85   (feet)  ADJUSTED  
 FC0041  ___________________________________________________________________
 FC0041  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FC0041  DYNAMIC HT  -         263.354 (meters)     864.02  (feet)  COMP
 FC0041  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FC0041
 FC0041  VERT ORDER  -  FIRST     CLASS I
 FC0041
 FC0041.The horizontal coordinates were scaled from a topographic map and have
 FC0041.an estimated accuracy of +/- 6 seconds.
 FC0041
 FC0041.The orthometric height was determined by differential leveling
 FC0041.and adjusted by the National Geodetic Survey in June 1991..
 FC0041
 FC0041.The geoid height was determined by GEOID03.
 FC0041
 FC0041.The dynamic height is computed by dividing the NAVD 88
 FC0041.geopotential number by the normal gravity value computed on the
 FC0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0041.degrees latitude (g = 980.6199 gals.).
 FC0041
 FC0041.The modeled gravity was interpolated from observed gravity values.
 FC0041
 FC0041;                    North         East    Units  Estimated Accuracy
 FC0041;SPC TN       -   154,880.      748,500.      MT  (+/- 180 meters Scaled)
 FC0041
 FC0041                          SUPERSEDED SURVEY CONTROL
 FC0041
 FC0041  NGVD 29 (??/??/92)  263.700  (m)          865.16   (f) ADJ UNCH    1 1
 FC0041
 FC0041.Superseded values are not recommended for survey control.
 FC0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0041.See file dsdata.txt to determine how the superseded data were derived.
 FC0041
 FC0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE389558(NAD 83)
 FC0041_MARKER: DB = BENCH MARK DISK
 FC0041_SETTING: 66 = SET IN ROCK OUTCROP
 FC0041_SP_SET: LEDGE
 FC0041_STAMPING: J 259 1968
 FC0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0041+STABILITY: POSITION/ELEVATION WELL
 FC0041
 FC0041  HISTORY     - Date     Condition        Report By
 FC0041  HISTORY     - 1968     MONUMENTED       CGS
 FC0041
 FC0041                          STATION DESCRIPTION
 FC0041
 FC0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0041'2 MI SW FROM LOUDON.
 FC0041'ABOUT 2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 FC0041'COURTHOUSE AT LOUDON, ABOUT 0.45 MILE SOUTHWEST OF THE JUNCTION
 FC0041'OF CITY SPRINGS ROAD, AT A POWER LINE CROSSING, 72 FEET EAST OF
 FC0041'THE CENTER OF THE JUNCTION OF A BLACKTOP DRIVE LEADING NORTHWEST
 FC0041'OF A ONE STORY WHITE FRAME HOUSE, SET IN THE TOP OF A ROCK LEDGE
 FC0041'THAT THE EXPOSED PART IS ABOUT 16 FEET LONG BY 3 FEET HIGH AT
 FC0041'THE HIGHEST POINT, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC0041'HIGHWAY, 1.2 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK AND
 FC0041'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0114 ***********************************************************************
 FC0114  DESIGNATION -  J 260
 FC0114  PID         -  FC0114
 FC0114  STATE/COUNTY-  TN/KNOX
 FC0114  USGS QUAD   -  BEARDEN (1990)
 FC0114
 FC0114                         *CURRENT SURVEY CONTROL
 FC0114  ___________________________________________________________________
 FC0114* NAD 83(1986)-  35 55 02.     (N)    084 01 46.     (W)     SCALED    
 FC0114* NAVD 88     -       280.992  (meters)     921.89   (feet)  ADJUSTED  
 FC0114  ___________________________________________________________________
 FC0114  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0114  DYNAMIC HT  -         280.729 (meters)     921.03  (feet)  COMP
 FC0114  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC0114
 FC0114  VERT ORDER  -  FIRST     CLASS I
 FC0114
 FC0114.The horizontal coordinates were scaled from a topographic map and have
 FC0114.an estimated accuracy of +/- 6 seconds.
 FC0114
 FC0114.The orthometric height was determined by differential leveling
 FC0114.and adjusted by the National Geodetic Survey in June 1991..
 FC0114
 FC0114.The geoid height was determined by GEOID03.
 FC0114
 FC0114.The dynamic height is computed by dividing the NAVD 88
 FC0114.geopotential number by the normal gravity value computed on the
 FC0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0114.degrees latitude (g = 980.6199 gals.).
 FC0114
 FC0114.The modeled gravity was interpolated from observed gravity values.
 FC0114
 FC0114;                    North         East    Units  Estimated Accuracy
 FC0114;SPC TN       -   177,520.      777,840.      MT  (+/- 180 meters Scaled)
 FC0114
 FC0114                          SUPERSEDED SURVEY CONTROL
 FC0114
 FC0114  NGVD 29 (??/??/92)  281.125  (m)          922.32   (f) ADJ UNCH    1 1
 FC0114
 FC0114.Superseded values are not recommended for survey control.
 FC0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0114.See file dsdata.txt to determine how the superseded data were derived.
 FC0114
 FC0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE680788(NAD 83)
 FC0114_MARKER: DB = BENCH MARK DISK
 FC0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0114_SP_SET: CULVERT
 FC0114_STAMPING: J 260 1968
 FC0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0114
 FC0114  HISTORY     - Date     Condition        Report By
 FC0114  HISTORY     - 1968     MONUMENTED       CGS
 FC0114  HISTORY     - 1982     GOOD             LOCENG
 FC0114
 FC0114                          STATION DESCRIPTION
 FC0114
 FC0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0114'1.8 MI SW FROM BEARDEN.
 FC0114'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0114'RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT 0.15 MILE NORTHEAST
 FC0114'OF MILEPOST 138, ABOUT 90 YARDS NORTHEAST OF THE CENTER OF THE
 FC0114'CROSSING OF MORRELL ROAD, SET IN THE TOP OF THE WING WALL AND AT
 FC0114'THE NORTH CORNER OF A 4-FOOT CONCRETE AND STONE BOX CULVERT UNDER
 FC0114'THE TRACK, 27.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 5.9 FEET
 FC0114'SOUTH OF THE NORTH END OF THE WING WALL, AND ABOUT 15 FEET BELOW
 FC0114'THE LEVEL OF THE TRACK.
 FC0114
 FC0114                          STATION RECOVERY (1982)
 FC0114
 FC0114'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0322 ***********************************************************************
 FF0322  DESIGNATION -  J 261
 FF0322  PID         -  FF0322
 FF0322  STATE/COUNTY-  TN/SHELBY
 FF0322  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0322
 FF0322                         *CURRENT SURVEY CONTROL
 FF0322  ___________________________________________________________________
 FF0322* NAD 83(1995)-  35 13 06.00479(N)    090 01 46.46696(W)     ADJUSTED  
 FF0322* NAVD 88     -        76.758  (meters)     251.83   (feet)  ADJUSTED  
 FF0322  ___________________________________________________________________
 FF0322  X           -      -2,692.600 (meters)                     COMP
 FF0322  Y           -  -5,216,535.254 (meters)                     COMP
 FF0322  Z           -   3,657,710.907 (meters)                     COMP
 FF0322  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FF0322  ELLIP HEIGHT-          49.45  (meters)          (05/31/05) GPS OBS
 FF0322  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0322  DYNAMIC HT  -          76.689 (meters)     251.60  (feet)  COMP
 FF0322  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 FF0322
 FF0322  HORZ ORDER  -  FIRST
 FF0322  VERT ORDER  -  FIRST     CLASS I
 FF0322  ELLP ORDER  -  FOURTH    CLASS II
 FF0322
 FF0322.The horizontal coordinates were established by GPS observations
 FF0322.and adjusted by the National Geodetic Survey in May 2005..
 FF0322
 FF0322.The orthometric height was determined by differential leveling
 FF0322.and adjusted by the National Geodetic Survey in June 1991..
 FF0322
 FF0322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0322
 FF0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0322
 FF0322.The ellipsoidal height was determined by GPS observations
 FF0322.and is referenced to NAD 83.
 FF0322
 FF0322.The geoid height was determined by GEOID03.
 FF0322
 FF0322.The dynamic height is computed by dividing the NAVD 88
 FF0322.geopotential number by the normal gravity value computed on the
 FF0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0322.degrees latitude (g = 980.6199 gals.).
 FF0322
 FF0322.The modeled gravity was interpolated from observed gravity values.
 FF0322
 FF0322;                    North         East     Units Scale Factor Converg.
 FF0322;SPC TN       -   105,743.136   233,228.873   MT  1.00000574   -2 21 32.7
 FF0322;SPC TN       -   346,925.61    765,185.06   sFT  1.00000574   -2 21 32.7
 FF0322;UTM  15      - 3,901,299.951   770,375.198   MT  1.00050102   +1 42 50.6
 FF0322;UTM  16      - 3,901,462.719   224,239.307   MT  1.00053728   -1 44 53.7
 FF0322
 FF0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0322!SPC TN       -   0.99999224  x   1.00000574  =   0.99999798
 FF0322!UTM  15      -   0.99999224  x   1.00050102  =   1.00049325
 FF0322!UTM  16      -   0.99999224  x   1.00053728  =   1.00052951
 FF0322
 FF0322                          SUPERSEDED SURVEY CONTROL
 FF0322
 FF0322  NAVD 88 (05/31/05)   76.76   (m)          251.8    (f) LEVELING    3  
 FF0322  NGVD 29 (??/??/??)   76.713  (m)          251.68   (f) ADJUSTED    1 1
 FF0322
 FF0322.Superseded values are not recommended for survey control.
 FF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0322.See file dsdata.txt to determine how the superseded data were derived.
 FF0322
 FF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7037501300(NAD 83)
 FF0322_MARKER: DB = BENCH MARK DISK
 FF0322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0322_SP_SET: 46 FEET
 FF0322_STAMPING: J 261 1974
 FF0322_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0322+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FF0322
 FF0322  HISTORY     - Date     Condition        Report By
 FF0322  HISTORY     - 1974     MONUMENTED       NGS
 FF0322  HISTORY     - 19941212 GOOD             TN1620
 FF0322  HISTORY     - 20021022 GOOD             USACE
 FF0322  HISTORY     - 20030702 GOOD             EMCINC
 FF0322
 FF0322                          STATION DESCRIPTION
 FF0322
 FF0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0322'AT FRAYSER.
 FF0322'AT FRAYSER, 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FF0322'OVERPASS OVER ILLINOIS CENTRAL RAILROAD, 47 FEET SOUTHEAST OF THE
 FF0322'SOUTHEAST CORNER OF THE FRAYSER BAPTIST CHURCH, 81 FEET
 FF0322'WEST-NORTHWEST OF THE WEST-NORTHWEST LANE OF U.S. HIGHWAY 51,
 FF0322'51 FEET WEST OF TELEPHONE POLE 104222, 12 FEET SOUTH OF THE SOUTH
 FF0322'EDGE OF A CONCRETE SIDEWALK, 1 FOOT EAST OF THE SOUTH END OF A LOW
 FF0322'BRICK FOUNDATION SUPPORTING WROUGHT IRON SIGN FRAYSER BAPTIST
 FF0322'CHURCH, ABOUT LEVEL WITH THE HIGHWAY AND ON TOP OF A COPPER COATED
 FF0322'STEEL ROD, 1-INCH BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 FF0322'PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL DEPTH
 FF0322'OF 46 FEET.
 FF0322
 FF0322                          STATION RECOVERY (1994)
 FF0322
 FF0322'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0322'RECOVERED IN GOOD CONDITION.
 FF0322
 FF0322                          STATION RECOVERY (2002)
 FF0322
 FF0322'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0322'RECOVERED IN GOOD CONDITION.
 FF0322
 FF0322                          STATION RECOVERY (2003)
 FF0322
 FF0322'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0322'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1349 ***********************************************************************
 FE1349  DESIGNATION -  J 262
 FE1349  PID         -  FE1349
 FE1349  STATE/COUNTY-  TN/TIPTON
 FE1349  USGS QUAD   -  MUNFORD (1983)
 FE1349
 FE1349                         *CURRENT SURVEY CONTROL
 FE1349  ___________________________________________________________________
 FE1349* NAD 83(1986)-  35 27 05.     (N)    089 46 45.     (W)     SCALED    
 FE1349* NAVD 88     -       133.611  (meters)     438.36   (feet)  ADJUSTED  
 FE1349  ___________________________________________________________________
 FE1349  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1349  DYNAMIC HT  -         133.494 (meters)     437.97  (feet)  COMP
 FE1349  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 FE1349
 FE1349  VERT ORDER  -  FIRST     CLASS I
 FE1349
 FE1349.The horizontal coordinates were scaled from a topographic map and have
 FE1349.an estimated accuracy of +/- 6 seconds.
 FE1349
 FE1349.The orthometric height was determined by differential leveling
 FE1349.and adjusted by the National Geodetic Survey in June 1991..
 FE1349
 FE1349.The geoid height was determined by GEOID03.
 FE1349
 FE1349.The dynamic height is computed by dividing the NAVD 88
 FE1349.geopotential number by the normal gravity value computed on the
 FE1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1349.degrees latitude (g = 980.6199 gals.).
 FE1349
 FE1349.The modeled gravity was interpolated from observed gravity values.
 FE1349
 FE1349;                    North         East    Units  Estimated Accuracy
 FE1349;SPC TN       -   130,670.      257,010.      MT  (+/- 180 meters Scaled)
 FE1349
 FE1349                          SUPERSEDED SURVEY CONTROL
 FE1349
 FE1349  NGVD 29 (??/??/??)  133.585  (m)          438.27   (f) ADJUSTED    1 1
 FE1349
 FE1349.Superseded values are not recommended for survey control.
 FE1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1349.See file dsdata.txt to determine how the superseded data were derived.
 FE1349
 FE1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE477266(NAD 83)
 FE1349_MARKER: DB = BENCH MARK DISK
 FE1349_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1349+WITH SETTING: INTO GROUND
 FE1349_STAMPING: J 262 1974
 FE1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1349+STABILITY: SURFACE MOTION
 FE1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1349+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1349
 FE1349  HISTORY     - Date     Condition        Report By
 FE1349  HISTORY     - 1974     MONUMENTED       NGS
 FE1349  HISTORY     - 20021003 GOOD             USACE
 FE1349
 FE1349                          STATION DESCRIPTION
 FE1349
 FE1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1349'0.7 MI NE FROM CROSSTOWN.
 FE1349'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1349'INTERSECTION WITH THE ATOKA-MUNFORD ROAD AT CROSSRTOWN, 340
 FE1349'FEET SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD LEADING
 FE1349'NORTH, 74.5 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST
 FE1349'LANE OF U.S. HIGHWAY 51, 104.7 FEET NORTHEAST OF A FENCE CORNER
 FE1349'POST, 107 FEET SOUTHWEST OF TELEPHONE CABLE PEDESTAL C10-3, 5.2
 FE1349'FEET NORTHEAST OF A TELEPHONE POLE, 1.3 FEET SOUTHEAST OF A
 FE1349'GARDEN FENCE, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, 3 1/2
 FE1349'FEET ABOVE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 FE1349'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 FE1349'3-INCHES BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 FE1349'THAT IS 1-INCH BELOW GROUND.
 FE1349
 FE1349                          STATION RECOVERY (2002)
 FE1349
 FE1349'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1772 ***********************************************************************
 FE1772  DESIGNATION -  J 263
 FE1772  PID         -  FE1772
 FE1772  STATE/COUNTY-  TN/LAUDERDALE
 FE1772  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1772
 FE1772                         *CURRENT SURVEY CONTROL
 FE1772  ___________________________________________________________________
 FE1772* NAD 83(1986)-  35 45 15.     (N)    089 32 58.     (W)     SCALED    
 FE1772* NAVD 88     -       104.319  (meters)     342.25   (feet)  ADJUSTED  
 FE1772  ___________________________________________________________________
 FE1772  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1772  DYNAMIC HT  -         104.230 (meters)     341.96  (feet)  COMP
 FE1772  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 FE1772
 FE1772  VERT ORDER  -  FIRST     CLASS I
 FE1772
 FE1772.The horizontal coordinates were scaled from a topographic map and have
 FE1772.an estimated accuracy of +/- 6 seconds.
 FE1772
 FE1772.The orthometric height was determined by differential leveling
 FE1772.and adjusted by the National Geodetic Survey in June 1991..
 FE1772
 FE1772.The geoid height was determined by GEOID03.
 FE1772
 FE1772.The dynamic height is computed by dividing the NAVD 88
 FE1772.geopotential number by the normal gravity value computed on the
 FE1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1772.degrees latitude (g = 980.6199 gals.).
 FE1772
 FE1772.The modeled gravity was interpolated from observed gravity values.
 FE1772
 FE1772;                    North         East    Units  Estimated Accuracy
 FE1772;SPC TN       -   163,460.      279,070.      MT  (+/- 180 meters Scaled)
 FE1772
 FE1772                          SUPERSEDED SURVEY CONTROL
 FE1772
 FE1772  NGVD 29 (??/??/??)  104.278  (m)          342.12   (f) ADJUSTED    1 1
 FE1772
 FE1772.Superseded values are not recommended for survey control.
 FE1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1772.See file dsdata.txt to determine how the superseded data were derived.
 FE1772
 FE1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE694596(NAD 83)
 FE1772_MARKER: DB = BENCH MARK DISK
 FE1772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1772_SP_SET: OVERPASS
 FE1772_STAMPING: J 263 1974
 FE1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1772+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1772
 FE1772  HISTORY     - Date     Condition        Report By
 FE1772  HISTORY     - 1974     MONUMENTED       NGS
 FE1772  HISTORY     - 20020809 GOOD             USACE
 FE1772
 FE1772                          STATION DESCRIPTION
 FE1772
 FE1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1772'1.4 MI NW FROM RIPLEY.
 FE1772'ABOUT 0.35 MILE NORTHWEST ALONG STATE HIGHWAY 19 FROM THE
 FE1772'COUNTY COURTHOUSE AT RIPLEY, AT THE MOST SOUTHEASTERLY OF TWO
 FE1772'NEW CONCRETE OVERPASSES OF NEW U.S. HIGHWAY 51 OVER STATE
 FE1772'HIGHWAY 19, 90 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 FE1772'HIGHWAY 19, 24.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE1772'SOUTHEAST LANE OF NEW U.S. HIGHWAY 51, SET IN TOP OF THE EAST
 FE1772'CORNER OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE SEAT OF
 FE1772'OVERPASS, ABOUT 15 FEET ABOVE STATE HIGHWAY 19 AND 6.2 FEET BELOW
 FE1772'LEVEL OF U.S. HIGHWAY 51.
 FE1772
 FE1772                          STATION RECOVERY (2002)
 FE1772
 FE1772'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0961 ***********************************************************************
 FE0961  DESIGNATION -  J 264
 FE0961  PID         -  FE0961
 FE0961  STATE/COUNTY-  TN/LAUDERDALE
 FE0961  USGS QUAD   -  FOWLKES (1983)
 FE0961
 FE0961                         *CURRENT SURVEY CONTROL
 FE0961  ___________________________________________________________________
 FE0961* NAD 83(1986)-  35 54 25.     (N)    089 28 20.     (W)     SCALED    
 FE0961* NAVD 88     -       123.791  (meters)     406.14   (feet)  ADJUSTED  
 FE0961  ___________________________________________________________________
 FE0961  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE0961  DYNAMIC HT  -         123.686 (meters)     405.79  (feet)  COMP
 FE0961  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 FE0961
 FE0961  VERT ORDER  -  FIRST     CLASS I
 FE0961
 FE0961.The horizontal coordinates were scaled from a topographic map and have
 FE0961.an estimated accuracy of +/- 6 seconds.
 FE0961
 FE0961.The orthometric height was determined by differential leveling
 FE0961.and adjusted by the National Geodetic Survey in June 1991..
 FE0961
 FE0961.The geoid height was determined by GEOID03.
 FE0961
 FE0961.The dynamic height is computed by dividing the NAVD 88
 FE0961.geopotential number by the normal gravity value computed on the
 FE0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0961.degrees latitude (g = 980.6199 gals.).
 FE0961
 FE0961.The modeled gravity was interpolated from observed gravity values.
 FE0961
 FE0961;                    North         East    Units  Estimated Accuracy
 FE0961;SPC TN       -   180,150.      286,650.      MT  (+/- 180 meters Scaled)
 FE0961
 FE0961                          SUPERSEDED SURVEY CONTROL
 FE0961
 FE0961  NGVD 29 (??/??/??)  123.734  (m)          405.95   (f) ADJUSTED    1 1
 FE0961
 FE0961.Superseded values are not recommended for survey control.
 FE0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0961.See file dsdata.txt to determine how the superseded data were derived.
 FE0961
 FE0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE769764(NAD 83)
 FE0961_MARKER: DB = BENCH MARK DISK
 FE0961_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0961_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0961_STAMPING: J 264 1974
 FE0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0961
 FE0961  HISTORY     - Date     Condition        Report By
 FE0961  HISTORY     - 1974     MONUMENTED       NGS
 FE0961  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0961
 FE0961                          STATION DESCRIPTION
 FE0961
 FE0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0961'5 MI W FROM HALLS.
 FE0961'ABOUT 5 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST BAPTIST
 FE0961'CHURCH AT HALLS, ABOUT 1.50 MILES EAST OF SMALL COMMUNITY OF
 FE0961'PORTER GAP, ALSO, ABOUT 1.05 MILES WEST OF SMALL COMMUNITY OF
 FE0961'DOUBLE BRIDGES, 153.8 FEET WEST OF THE JUNCTION OF A PAVED ROAD
 FE0961'LEADING NORTHWEST, 27.1 FEET NORTH OF THE CENTER LINE OF THE
 FE0961'HIGHWAY, 2.9 FEET NORTHEAST OF A POWER POLE WITH WITNESS SIGN,
 FE0961'1.9 FEET SOUTH OF A FENCE, 1.5 FOOT ABOVE HIGHWAY AND ON TOP OF
 FE0961'A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 FE0961'BASE PLATE.  THE DISK IS 0.1 FOOT BELOW GROUND AND PROTECTED BY
 FE0961'A 4-INCH PLASTIC PIPE PROJECTING 0.2 FOOT.
 FE0961
 FE0961                          STATION RECOVERY (2002)
 FE0961
 FE0961'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1076 ***********************************************************************
 GD1076  DESIGNATION -  J 265
 GD1076  PID         -  GD1076
 GD1076  STATE/COUNTY-  TN/LAKE
 GD1076  USGS QUAD   -  MOORING (1983)
 GD1076
 GD1076                         *CURRENT SURVEY CONTROL
 GD1076  ___________________________________________________________________
 GD1076* NAD 83(1986)-  36 15 48.     (N)    089 30 27.     (W)     SCALED    
 GD1076* NAVD 88     -        83.897  (meters)     275.25   (feet)  ADJUSTED  
 GD1076  ___________________________________________________________________
 GD1076  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1076  DYNAMIC HT  -          83.828 (meters)     275.03  (feet)  COMP
 GD1076  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 GD1076
 GD1076  VERT ORDER  -  FIRST     CLASS I
 GD1076
 GD1076.The horizontal coordinates were scaled from a topographic map and have
 GD1076.an estimated accuracy of +/- 6 seconds.
 GD1076
 GD1076.The orthometric height was determined by differential leveling
 GD1076.and adjusted by the National Geodetic Survey in June 1991..
 GD1076
 GD1076.The geoid height was determined by GEOID03.
 GD1076
 GD1076.The dynamic height is computed by dividing the NAVD 88
 GD1076.geopotential number by the normal gravity value computed on the
 GD1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1076.degrees latitude (g = 980.6199 gals.).
 GD1076
 GD1076.The modeled gravity was interpolated from observed gravity values.
 GD1076
 GD1076;                    North         East    Units  Estimated Accuracy
 GD1076;SPC TN       -   219,780.      284,880.      MT  (+/- 180 meters Scaled)
 GD1076
 GD1076                          SUPERSEDED SURVEY CONTROL
 GD1076
 GD1076  NGVD 29 (??/??/??)   83.822  (m)          275.01   (f) ADJUSTED    1 1
 GD1076
 GD1076.Superseded values are not recommended for survey control.
 GD1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1076.See file dsdata.txt to determine how the superseded data were derived.
 GD1076
 GD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF747160(NAD 83)
 GD1076_MARKER: DB = BENCH MARK DISK
 GD1076_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1076+WITH SETTING: INTO GROUND
 GD1076_STAMPING: J 265 1974
 GD1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1076+STABILITY: SURFACE MOTION
 GD1076
 GD1076  HISTORY     - Date     Condition        Report By
 GD1076  HISTORY     - 1974     MONUMENTED       NGS
 GD1076  HISTORY     - 20020723 MARK NOT FOUND   USACE
 GD1076
 GD1076                          STATION DESCRIPTION
 GD1076
 GD1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1076'1.65 MI W FROM RIDGELY.
 GD1076'ABOUT 0.75 MI WEST ALONG POPLAR STREET FROM THE LAKE COUNTY
 GD1076'HIGHWAY COMM. OFFICE BLDG AT RIDGELY, THENCE 0.90 WEST ALONG
 GD1076'LEVEE ROAD FROM THE RAILROAD STATION AT RIDGELY, AT THREE ABANDONED
 GD1076'FRAME HOUSES IN A ROW, BETWEEN THE TWO EAST HOUSES,81.5 FT
 GD1076'SOUTH OF THE CENTER LINE OF LEVEE ROAD, 25.8 FT WEST OF THE
 GD1076'EXTENDED CENTER LINE OF A DRIVE BETWEEN THE HOUSES, 16.2 FT
 GD1076'ESE OF THE SE CORNER OF THE CENTER HOUSE, 1.5 FT WEST OF A
 GD1076'POWER POLE, 1.5 FT BELOW THE LEVEL OF THE HIGHWAY AND ON TOP
 GD1076'OF A 4 FT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 GD1076'METAL BASE PLATE. THE DISK IS 0.1 FT BELOW THE GROUND AND
 GD1076'PROTECTED BY A 4 INCH PLASTIC PIPE FLUSH WITH THE GROUND.
 GD1076
 GD1076                          STATION RECOVERY (2002)
 GD1076
 GD1076'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1076'SUSPECTED DESTROYED AND NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1330 ***********************************************************************
 GC1330  DESIGNATION -  J 28
 GC1330  PID         -  GC1330
 GC1330  STATE/COUNTY-  TN/CHEATHAM
 GC1330  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1330
 GC1330                         *CURRENT SURVEY CONTROL
 GC1330  ___________________________________________________________________
 GC1330* NAD 83(1986)-  36 06 08.     (N)    087 06 56.     (W)     SCALED    
 GC1330* NAVD 88     -       156.097  (meters)     512.13   (feet)  ADJUSTED  
 GC1330  ___________________________________________________________________
 GC1330  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GC1330  DYNAMIC HT  -         155.963 (meters)     511.69  (feet)  COMP
 GC1330  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GC1330
 GC1330  VERT ORDER  -  FIRST     CLASS II
 GC1330
 GC1330.The horizontal coordinates were scaled from a topographic map and have
 GC1330.an estimated accuracy of +/- 6 seconds.
 GC1330
 GC1330.The orthometric height was determined by differential leveling
 GC1330.and adjusted by the National Geodetic Survey in June 1991..
 GC1330
 GC1330.The geoid height was determined by GEOID03.
 GC1330
 GC1330.The dynamic height is computed by dividing the NAVD 88
 GC1330.geopotential number by the normal gravity value computed on the
 GC1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1330.degrees latitude (g = 980.6199 gals.).
 GC1330
 GC1330.The modeled gravity was interpolated from observed gravity values.
 GC1330
 GC1330;                    North         East    Units  Estimated Accuracy
 GC1330;SPC TN       -   196,830.      499,550.      MT  (+/- 180 meters Scaled)
 GC1330
 GC1330                          SUPERSEDED SURVEY CONTROL
 GC1330
 GC1330  NGVD 29 (??/??/92)  156.120  (m)          512.20   (f) ADJ UNCH    1 2
 GC1330
 GC1330.Superseded values are not recommended for survey control.
 GC1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1330.See file dsdata.txt to determine how the superseded data were derived.
 GC1330
 GC1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE895952(NAD 83)
 GC1330_MARKER: DB = BENCH MARK DISK
 GC1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1330_STAMPING: 512.460 J 28 1934
 GC1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1330+STABILITY: SURFACE MOTION
 GC1330
 GC1330  HISTORY     - Date     Condition        Report By
 GC1330  HISTORY     - 1934     MONUMENTED       CGS
 GC1330  HISTORY     - 1948     GOOD             NGS
 GC1330
 GC1330                          STATION DESCRIPTION
 GC1330
 GC1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1330'IN KINGSTON SPRINGS.
 GC1330'AT KINGSTON SPRINGS, ALONG THE NASHVILLE, CHATTANOOGA AND
 GC1330'ST. LOUIS RAILWAY, 182 FEET NORTHWEST AND ACROSS THE TRACKS FROM
 GC1330'THE NORTHWEST OF MILEPOST 24, 44 FEET NORTH OF THE NORTH RAIL
 GC1330'OF THE MAIN TRACK, 44 FEET WEST OF A FENCE CORNER, 3 FEET
 GC1330'SOUTH OF THE FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 GC1330'POST, ABOUT 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF
 GC1330'A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1232 ***********************************************************************
 FD1232  DESIGNATION -  J 29
 FD1232  PID         -  FD1232
 FD1232  STATE/COUNTY-  TN/HICKMAN
 FD1232  USGS QUAD   -  BEAVERDAM SPRINGS (1968)
 FD1232
 FD1232                         *CURRENT SURVEY CONTROL
 FD1232  ___________________________________________________________________
 FD1232* NAD 83(1986)-  35 38 16.     (N)    087 31 14.     (W)     SCALED    
 FD1232* NAVD 88     -       234.659  (meters)     769.88   (feet)  ADJUSTED  
 FD1232  ___________________________________________________________________
 FD1232  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1232  DYNAMIC HT  -         234.446 (meters)     769.18  (feet)  COMP
 FD1232  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 FD1232
 FD1232  VERT ORDER  -  SECOND    CLASS 0
 FD1232
 FD1232.The horizontal coordinates were scaled from a topographic map and have
 FD1232.an estimated accuracy of +/- 6 seconds.
 FD1232
 FD1232.The orthometric height was determined by differential leveling
 FD1232.and adjusted by the National Geodetic Survey in June 1991..
 FD1232
 FD1232.The geoid height was determined by GEOID03.
 FD1232
 FD1232.The dynamic height is computed by dividing the NAVD 88
 FD1232.geopotential number by the normal gravity value computed on the
 FD1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1232.degrees latitude (g = 980.6199 gals.).
 FD1232
 FD1232.The modeled gravity was interpolated from observed gravity values.
 FD1232
 FD1232;                    North         East    Units  Estimated Accuracy
 FD1232;SPC TN       -   145,800.      462,290.      MT  (+/- 180 meters Scaled)
 FD1232
 FD1232                          SUPERSEDED SURVEY CONTROL
 FD1232
 FD1232  NGVD 29 (??/??/92)  234.639  (m)          769.81   (f) ADJ UNCH    2 0
 FD1232
 FD1232.Superseded values are not recommended for survey control.
 FD1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1232.See file dsdata.txt to determine how the superseded data were derived.
 FD1232
 FD1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE528438(NAD 83)
 FD1232_MARKER: DB = BENCH MARK DISK
 FD1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1232_STAMPING: J 29 1934
 FD1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1232+STABILITY: SURFACE MOTION
 FD1232
 FD1232  HISTORY     - Date     Condition        Report By
 FD1232  HISTORY     - 1934     MONUMENTED       CGS
 FD1232  HISTORY     - 1953     GOOD             NGS
 FD1232
 FD1232                          STATION DESCRIPTION
 FD1232
 FD1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1232'1.7 MI S FROM AETNA.
 FD1232'1.7 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA ST. LOUIS
 FD1232'RAILWAY FROM AETNA, HICKMAN COUNTY, 32 YARDS NORTH OF MILEPOST
 FD1232'44, 3 FEET SOUTH OF POLE 43/26, AND 18 FEET WEST OF THE CENTERLINE
 FD1232'OF THE TRACK.  A STANDARD DISK STAMPED J 29 1934 AND SET IN THE
 FD1232'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2402 ***********************************************************************
 FB2402  DESIGNATION -  J 292
 FB2402  PID         -  FB2402
 FB2402  STATE/COUNTY-  TN/KNOX
 FB2402  USGS QUAD   -  MARYVILLE (1979)
 FB2402
 FB2402                         *CURRENT SURVEY CONTROL
 FB2402  ___________________________________________________________________
 FB2402* NAD 83(1986)-  35 52 25.     (N)    083 56 32.     (W)     SCALED    
 FB2402* NAVD 88     -       250.395  (meters)     821.50   (feet)  ADJUSTED  
 FB2402  ___________________________________________________________________
 FB2402  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FB2402  DYNAMIC HT  -         250.161 (meters)     820.74  (feet)  COMP
 FB2402  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 FB2402
 FB2402  VERT ORDER  -  FIRST     CLASS II
 FB2402
 FB2402.The horizontal coordinates were scaled from a topographic map and have
 FB2402.an estimated accuracy of +/- 6 seconds.
 FB2402
 FB2402.The orthometric height was determined by differential leveling
 FB2402.and adjusted by the National Geodetic Survey in June 1991..
 FB2402
 FB2402.The geoid height was determined by GEOID03.
 FB2402
 FB2402.The dynamic height is computed by dividing the NAVD 88
 FB2402.geopotential number by the normal gravity value computed on the
 FB2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2402.degrees latitude (g = 980.6199 gals.).
 FB2402
 FB2402.The modeled gravity was interpolated from observed gravity values.
 FB2402
 FB2402;                    North         East    Units  Estimated Accuracy
 FB2402;SPC TN       -   172,850.      785,810.      MT  (+/- 180 meters Scaled)
 FB2402
 FB2402                          SUPERSEDED SURVEY CONTROL
 FB2402
 FB2402  NGVD 29 (12/12/91)  250.526  (m)          821.93   (f) ADJUSTED    1 2
 FB2402
 FB2402.Superseded values are not recommended for survey control.
 FB2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2402.See file dsdata.txt to determine how the superseded data were derived.
 FB2402
 FB2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV343739(NAD 83)
 FB2402_MARKER: I = METAL ROD
 FB2402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2402_SP_SET: STAINLESS STEEL ROD
 FB2402_STAMPING: J 292 1983
 FB2402_MARK LOGO: NGS   
 FB2402_PROJECTION: FLUSH
 FB2402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2402_ROD/PIPE-DEPTH: 6.8  meters
 FB2402
 FB2402  HISTORY     - Date     Condition        Report By
 FB2402  HISTORY     - 1983     MONUMENTED       NGS
 FB2402
 FB2402                          STATION DESCRIPTION
 FB2402
 FB2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2402'10.2 KM (6.35 MI) SW FROM SOUTH KNOXVILLE.
 FB2402'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2402'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2402'KNOXVILLE, THENCE 8.6 KM (5.35 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2402'(MARYVILLE PIKE) TO THE ENTRANCE TO STOCK CREEK MARINA AND THE MARK ON
 FB2402'THE RIGHT, 13.41 METERS (44.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 FB2402'HIGHWAY, 11.28 METERS (37.0 FT) NORTH OF THE CENTER OF A PAVED ROAD
 FB2402'LEADING INTO THE MARINA, 7.68 METERS (25.2 FT) WEST OF A POWER LINE
 FB2402'BRACE POLE WITH 1 GUY WIRE, 1.13 METERS (3.7 FT) SOUTHEAST OF THE
 FB2402'SOUTH WOODEN LEG OF A SIGN FOR STOCK CREEK MARINA.
 FB2402'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1623 ***********************************************************************
 FC1623  DESIGNATION -  J 293
 FC1623  PID         -  FC1623
 FC1623  STATE/COUNTY-  TN/MARION
 FC1623  USGS QUAD   -  SEQUATCHIE (1982)
 FC1623
 FC1623                         *CURRENT SURVEY CONTROL
 FC1623  ___________________________________________________________________
 FC1623* NAD 83(1986)-  35 00 15.     (N)    085 34 19.     (W)     SCALED    
 FC1623* NAVD 88     -       206.422  (meters)     677.24   (feet)  ADJUSTED  
 FC1623  ___________________________________________________________________
 FC1623  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FC1623  DYNAMIC HT  -         206.221 (meters)     676.58  (feet)  COMP
 FC1623  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 FC1623
 FC1623  VERT ORDER  -  FIRST     CLASS II
 FC1623
 FC1623.The horizontal coordinates were scaled from a topographic map and have
 FC1623.an estimated accuracy of +/- 6 seconds.
 FC1623
 FC1623.The orthometric height was determined by differential leveling
 FC1623.and adjusted by the National Geodetic Survey in June 1991..
 FC1623
 FC1623.The geoid height was determined by GEOID03.
 FC1623
 FC1623.The dynamic height is computed by dividing the NAVD 88
 FC1623.geopotential number by the normal gravity value computed on the
 FC1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1623.degrees latitude (g = 980.6199 gals.).
 FC1623
 FC1623.The modeled gravity was interpolated from observed gravity values.
 FC1623
 FC1623;                    North         East    Units  Estimated Accuracy
 FC1623;SPC TN       -    74,520.      639,080.      MT  (+/- 180 meters Scaled)
 FC1623
 FC1623                          SUPERSEDED SURVEY CONTROL
 FC1623
 FC1623.No superseded survey control is available for this station.
 FC1623
 FC1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD303744(NAD 83)
 FC1623_MARKER: I = METAL ROD
 FC1623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1623_SP_SET: STAINLESS STEEL ROD
 FC1623_STAMPING: J 293 1983
 FC1623_MARK LOGO: NGS   
 FC1623_PROJECTION: RECESSED 5 CENTIMETERS
 FC1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1623_ROD/PIPE-DEPTH: 4.3  meters
 FC1623
 FC1623  HISTORY     - Date     Condition        Report By
 FC1623  HISTORY     - 1983     MONUMENTED       NGS
 FC1623
 FC1623                          STATION DESCRIPTION
 FC1623
 FC1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1623'5.2 KM (3.25 MI) SW FROM HALETOWN.
 FC1623'0.4 KM (0.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 41, 64, AND 72 FROM
 FC1623'THE POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM
 FC1623'(0.45 MI) SOUTHERLY ALONG STATE HIGHWAY 156 AND 134, THENCE 4.1 KM
 FC1623'(2.55 MI) WESTERLY ALONG STATE HIGHWAY 156, SET AT A POINT WHERE THE
 FC1623'HIGH TENSION POWERLINES CROSS OVER THE HIGHWAY, 6.94 METERS (22.8 FT)
 FC1623'EAST OF THE CENTERLINE OF THE HIGHWAY, 11.98 METERS (39.3 FT)
 FC1623'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE, 3.66 METERS
 FC1623'(12.0 FT) SOUTH OF THE EXTENDED CENTER OF A GRAVEL ROAD LEADING WEST,
 FC1623'AND 1.31 METERS (4.3 FT) EAST OF A POWERLINE POLE.  NOTE, THE ROD WAS
 FC1623'DRIVEN TO REFUSAL.
 FC1623'THE MARK IS 1.8 METERS  NE FROM A WITNESS POST.
 FC1623'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1648 ***********************************************************************
 FC1648  DESIGNATION -  J 294
 FC1648  PID         -  FC1648
 FC1648  STATE/COUNTY-  TN/BRADLEY
 FC1648  USGS QUAD   -  MC DONALD (1976)
 FC1648
 FC1648                         *CURRENT SURVEY CONTROL
 FC1648  ___________________________________________________________________
 FC1648* NAD 83(1986)-  35 06 51.     (N)    084 58 36.     (W)     SCALED    
 FC1648* NAVD 88     -       266.161  (meters)     873.23   (feet)  ADJUSTED  
 FC1648  ___________________________________________________________________
 FC1648  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC1648  DYNAMIC HT  -         265.896 (meters)     872.36  (feet)  COMP
 FC1648  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 FC1648
 FC1648  VERT ORDER  -  FIRST     CLASS II
 FC1648
 FC1648.The horizontal coordinates were scaled from a topographic map and have
 FC1648.an estimated accuracy of +/- 6 seconds.
 FC1648
 FC1648.The orthometric height was determined by differential leveling
 FC1648.and adjusted by the National Geodetic Survey in June 1991..
 FC1648
 FC1648.The geoid height was determined by GEOID03.
 FC1648
 FC1648.The dynamic height is computed by dividing the NAVD 88
 FC1648.geopotential number by the normal gravity value computed on the
 FC1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1648.degrees latitude (g = 980.6199 gals.).
 FC1648
 FC1648.The modeled gravity was interpolated from observed gravity values.
 FC1648
 FC1648;                    North         East    Units  Estimated Accuracy
 FC1648;SPC TN       -    87,120.      693,290.      MT  (+/- 180 meters Scaled)
 FC1648
 FC1648                          SUPERSEDED SURVEY CONTROL
 FC1648
 FC1648.No superseded survey control is available for this station.
 FC1648
 FC1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD843875(NAD 83)
 FC1648_MARKER: I = METAL ROD
 FC1648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FC1648+WITH SETTING: INFORMATION.
 FC1648_SP_SET: SHALLOW SET METAL ROD
 FC1648_STAMPING: J 294 1983
 FC1648_MARK LOGO: NGS   
 FC1648_PROJECTION: FLUSH
 FC1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1648_ROD/PIPE-DEPTH: 2.7  meters
 FC1648
 FC1648  HISTORY     - Date     Condition        Report By
 FC1648  HISTORY     - 1983     MONUMENTED       NGS
 FC1648
 FC1648                          STATION DESCRIPTION
 FC1648
 FC1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1648'0.8 KM (0.5 MI) EAST FROM MCDONALD.
 FC1648'0.8 KM (0.5 MI) EASTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1648'HIGHWAY) FROM THE POST OFFICE IN MCDONALD, SET IN THE NORTHEAST ANGLE
 FC1648'OF A HIGHWAY TURNOUT, 12.86 METERS (42.2 FT) NORTH OF THE CENTERLINE
 FC1648'OF THE HIGHWAY, 37.73 METERS (123.8 FT) EAST OF A TELEPHONE JUNCTION
 FC1648'BOX, AND 1.98 METERS (6.5 FT) SOUTH OF A 12-INCH DIAMETER PINE TREE.
 FC1648'NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1648'THE MARK IS 1.3 METERS  W FROM A WITNESS POST.
 FC1648'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1601 ***********************************************************************
 FC1601  DESIGNATION -  J 295
 FC1601  PID         -  FC1601
 FC1601  STATE/COUNTY-  TN/BLOUNT
 FC1601  USGS QUAD   -  TALLASSEE (1985)
 FC1601
 FC1601                         *CURRENT SURVEY CONTROL
 FC1601  ___________________________________________________________________
 FC1601* NAD 83(1986)-  35 32 39.     (N)    084 05 12.     (W)     SCALED    
 FC1601* NAVD 88     -       254.512  (meters)     835.01   (feet)  ADJUSTED  
 FC1601  ___________________________________________________________________
 FC1601  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FC1601  DYNAMIC HT  -         254.268 (meters)     834.21  (feet)  COMP
 FC1601  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 FC1601
 FC1601  VERT ORDER  -  FIRST     CLASS II
 FC1601
 FC1601.The horizontal coordinates were scaled from a topographic map and have
 FC1601.an estimated accuracy of +/- 6 seconds.
 FC1601
 FC1601.The orthometric height was determined by differential leveling
 FC1601.and adjusted by the National Geodetic Survey in June 1991..
 FC1601
 FC1601.The geoid height was determined by GEOID03.
 FC1601
 FC1601.The dynamic height is computed by dividing the NAVD 88
 FC1601.geopotential number by the normal gravity value computed on the
 FC1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1601.degrees latitude (g = 980.6199 gals.).
 FC1601
 FC1601.The modeled gravity was interpolated from observed gravity values.
 FC1601
 FC1601;                    North         East    Units  Estimated Accuracy
 FC1601;SPC TN       -   136,040.      773,480.      MT  (+/- 180 meters Scaled)
 FC1601
 FC1601                          SUPERSEDED SURVEY CONTROL
 FC1601
 FC1601  NGVD 29 (12/12/91)  254.626  (m)          835.39   (f) ADJUSTED    1 2
 FC1601
 FC1601.Superseded values are not recommended for survey control.
 FC1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1601.See file dsdata.txt to determine how the superseded data were derived.
 FC1601
 FC1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE641372(NAD 83)
 FC1601_MARKER: I = METAL ROD
 FC1601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1601_SP_SET: STAINLESS STEEL ROD
 FC1601_STAMPING: J 295 1983
 FC1601_MARK LOGO: NGS   
 FC1601_PROJECTION: FLUSH
 FC1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1601_ROD/PIPE-DEPTH: 9.7  meters
 FC1601
 FC1601  HISTORY     - Date     Condition        Report By
 FC1601  HISTORY     - 1983     MONUMENTED       NGS
 FC1601
 FC1601                          STATION DESCRIPTION
 FC1601
 FC1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1601'1.9 KM (1.2 MI) NW FROM TALLASSEE.
 FC1601'1.9 KM (1.2 MI) NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE
 FC1601'IN TALLASSEE TO THE MARK ON THE LEFT, 5.64 METERS (18.5 FT) SOUTHWEST
 FC1601'OF THE CENTERLINE OF THE HIGHWAY, 35.02 METERS (115.0 FT)
 FC1601'SOUTH-SOUTHEAST OF THE EXTENDED END OF THE ABANDONED BABCOCK TRESTLE
 FC1601'OVER THE LITTLE TENNESSEE RIVER, 0.61 METER (2.0 FT) NORTH-NORTHWEST
 FC1601'OF UTILITY POLE 30.
 FC1601'THE MARK IS 0.51 METERS  NE FROM A WITNESS POST.
 FC1601'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2120 ***********************************************************************
 FE2120  DESIGNATION -  J 297
 FE2120  PID         -  FE2120
 FE2120  STATE/COUNTY-  TN/MCNAIRY
 FE2120  USGS QUAD   -  GUYS (1983)
 FE2120
 FE2120                         *CURRENT SURVEY CONTROL
 FE2120  ___________________________________________________________________
 FE2120* NAD 83(1986)-  35 04 21.     (N)    088 35 31.     (W)     SCALED    
 FE2120* NAVD 88     -       135.137  (meters)     443.36   (feet)  ADJUSTED  
 FE2120  ___________________________________________________________________
 FE2120  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE2120  DYNAMIC HT  -         135.009 (meters)     442.94  (feet)  COMP
 FE2120  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 FE2120
 FE2120  VERT ORDER  -  FIRST     CLASS II
 FE2120
 FE2120.The horizontal coordinates were scaled from a topographic map and have
 FE2120.an estimated accuracy of +/- 6 seconds.
 FE2120
 FE2120.The orthometric height was determined by differential leveling
 FE2120.and adjusted by the National Geodetic Survey in June 1991..
 FE2120
 FE2120.The geoid height was determined by GEOID03.
 FE2120
 FE2120.The dynamic height is computed by dividing the NAVD 88
 FE2120.geopotential number by the normal gravity value computed on the
 FE2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2120.degrees latitude (g = 980.6199 gals.).
 FE2120
 FE2120.The modeled gravity was interpolated from observed gravity values.
 FE2120
 FE2120;                    North         East    Units  Estimated Accuracy
 FE2120;SPC TN       -    85,140.      363,610.      MT  (+/- 180 meters Scaled)
 FE2120
 FE2120                          SUPERSEDED SURVEY CONTROL
 FE2120
 FE2120.No superseded survey control is available for this station.
 FE2120
 FE2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD548822(NAD 83)
 FE2120_MARKER: I = METAL ROD
 FE2120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2120_SP_SET: STAINLESS STEEL ROD
 FE2120_STAMPING: J 297 1983
 FE2120_MARK LOGO: NGS   
 FE2120_PROJECTION: FLUSH
 FE2120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2120_ROD/PIPE-DEPTH: 8.53 meters
 FE2120
 FE2120  HISTORY     - Date     Condition        Report By
 FE2120  HISTORY     - 1983     MONUMENTED       NGS
 FE2120  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE2120
 FE2120                          STATION DESCRIPTION
 FE2120
 FE2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2120'2.6 KM (1.65 MI) EAST FROM RAMER.
 FE2120'2.6 KM (1.65 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2120'RAMER, TO THE MARK ON THE RIGHT, 12.13 METERS (39.8 FT) SOUTH OF THE
 FE2120'CENTERLINE OF THE HIGHWAY, 32.40 METERS (106.3 FT) EAST-SOUTHEAST OF A
 FE2120'2 FOOT DIAMETER CONCRETE CULVERT UNDER AN ACCESS ROAD, AND 0.76 METER
 FE2120'(2.5 FT) SOUTH OF A POWERLINE POLE.
 FE2120'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2120'THE MARK IS 0.91 M ABOVE HIGHWAY.
 FE2120
 FE2120                          STATION RECOVERY (2002)
 FE2120
 FE2120'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2120'NO REFERENCES EXIST ANYMORE. POWERPOLES ARE NOW ON N SIDE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2147 ***********************************************************************
 FE2147  DESIGNATION -  J 298
 FE2147  PID         -  FE2147
 FE2147  STATE/COUNTY-  TN/HARDEMAN
 FE2147  USGS QUAD   -  SAULSBURY (1981)
 FE2147
 FE2147                         *CURRENT SURVEY CONTROL
 FE2147  ___________________________________________________________________
 FE2147* NAD 83(1986)-  35 03 08.     (N)    089 00 36.     (W)     SCALED    
 FE2147* NAVD 88     -       154.840  (meters)     508.00   (feet)  ADJUSTED  
 FE2147  ___________________________________________________________________
 FE2147  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2147  DYNAMIC HT  -         154.692 (meters)     507.52  (feet)  COMP
 FE2147  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 FE2147
 FE2147  VERT ORDER  -  FIRST     CLASS II
 FE2147
 FE2147.The horizontal coordinates were scaled from a topographic map and have
 FE2147.an estimated accuracy of +/- 6 seconds.
 FE2147
 FE2147.The orthometric height was determined by differential leveling
 FE2147.and adjusted by the National Geodetic Survey in June 1991..
 FE2147
 FE2147.The geoid height was determined by GEOID03.
 FE2147
 FE2147.The dynamic height is computed by dividing the NAVD 88
 FE2147.geopotential number by the normal gravity value computed on the
 FE2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2147.degrees latitude (g = 980.6199 gals.).
 FE2147
 FE2147.The modeled gravity was interpolated from observed gravity values.
 FE2147
 FE2147;                    North         East    Units  Estimated Accuracy
 FE2147;SPC TN       -    83,990.      325,430.      MT  (+/- 180 meters Scaled)
 FE2147
 FE2147                          SUPERSEDED SURVEY CONTROL
 FE2147
 FE2147.No superseded survey control is available for this station.
 FE2147
 FE2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD166806(NAD 83)
 FE2147_MARKER: I = METAL ROD
 FE2147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2147_SP_SET: STAINLESS STEEL ROD
 FE2147_STAMPING: J 298 1983
 FE2147_MARK LOGO: NGS   
 FE2147_PROJECTION: FLUSH
 FE2147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2147_ROD/PIPE-DEPTH: 9.75 meters
 FE2147
 FE2147  HISTORY     - Date     Condition        Report By
 FE2147  HISTORY     - 1983     MONUMENTED       NGS
 FE2147  HISTORY     - 20020410 MARK NOT FOUND   USACE
 FE2147
 FE2147                          STATION DESCRIPTION
 FE2147
 FE2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2147'7.8 KM (4.85 MI) EAST FROM SAULSBURY.
 FE2147'7.8 KM (4.85 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2147'SAULSBURY, TO THE MARK ON THE RIGHT, 1.0 KM (0.65 MI) WEST OF A BRIDGE
 FE2147'OVER THE SOUTHERN RAILROAD, 15.39 METERS (50.5 FT) SOUTH OF THE
 FE2147'CENTERLINE OF THE HIGHWAY, 13.41 METERS (44.0 FT) EAST OF A PINE TREE
 FE2147'JUST OUTSIDE OF A FENCE LINE, 1.92 METERS (6.3 FT) WEST OF A RAILROAD
 FE2147'TIE FENCE POST, AND 0.46 METER (1.5 FT) NORTH OF A BARBWIRE FENCE.
 FE2147'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2147'THE MARK IS 0.30 M BELOW HIGHWAY.
 FE2147
 FE2147                          STATION RECOVERY (2002)
 FE2147
 FE2147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2173 ***********************************************************************
 FE2173  DESIGNATION -  J 299
 FE2173  PID         -  FE2173
 FE2173  STATE/COUNTY-  TN/FAYETTE
 FE2173  USGS QUAD   -  MOSCOW (1965)
 FE2173
 FE2173                         *CURRENT SURVEY CONTROL
 FE2173  ___________________________________________________________________
 FE2173* NAD 83(1986)-  35 02 22.     (N)    089 29 59.     (W)     SCALED    
 FE2173* NAVD 88     -       109.208  (meters)     358.29   (feet)  ADJUSTED  
 FE2173  ___________________________________________________________________
 FE2173  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE2173  DYNAMIC HT  -         109.106 (meters)     357.96  (feet)  COMP
 FE2173  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FE2173
 FE2173  VERT ORDER  -  FIRST     CLASS II
 FE2173
 FE2173.The horizontal coordinates were scaled from a topographic map and have
 FE2173.an estimated accuracy of +/- 6 seconds.
 FE2173
 FE2173.The orthometric height was determined by differential leveling
 FE2173.and adjusted by the National Geodetic Survey in June 1991..
 FE2173
 FE2173.The geoid height was determined by GEOID03.
 FE2173
 FE2173.The dynamic height is computed by dividing the NAVD 88
 FE2173.geopotential number by the normal gravity value computed on the
 FE2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2173.degrees latitude (g = 980.6199 gals.).
 FE2173
 FE2173.The modeled gravity was interpolated from observed gravity values.
 FE2173
 FE2173;                    North         East    Units  Estimated Accuracy
 FE2173;SPC TN       -    84,050.      280,720.      MT  (+/- 180 meters Scaled)
 FE2173
 FE2173                          SUPERSEDED SURVEY CONTROL
 FE2173
 FE2173.No superseded survey control is available for this station.
 FE2173
 FE2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD719802(NAD 83)
 FE2173_MARKER: I = METAL ROD
 FE2173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2173_SP_SET: STAINLESS STEEL ROD
 FE2173_STAMPING: J 299 1983
 FE2173_MARK LOGO: NGS   
 FE2173_PROJECTION: FLUSH
 FE2173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2173+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE2173_ROD/PIPE-DEPTH: 9.75 meters
 FE2173
 FE2173  HISTORY     - Date     Condition        Report By
 FE2173  HISTORY     - 1983     MONUMENTED       NGS
 FE2173  HISTORY     - 20020410 GOOD             USACE
 FE2173  HISTORY     - 20060506 GOOD             GEOCAC
 FE2173
 FE2173                          STATION DESCRIPTION
 FE2173
 FE2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2173'4.6 KM (2.85 MI) EAST FROM ROSSVILLE.
 FE2173'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2173'ROSSVILLE, THENCE 4.0 KM (2.5 MI) EAST ALONG STATE HIGHWAY 57 TO THE
 FE2173'MARK ON THE RIGHT, AT A LARGE ONE LEVEL HOUSE, 11.76 METERS (38.6 FT)
 FE2173'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 56.84 METERS (186.5 FT)
 FE2173'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 6.61 METERS (21.7 FT)
 FE2173'EAST OF THE APPROXIMATE CENTER OF THE SOUTH DRIVEWAY TO THE HOUSE,
 FE2173'5.30 METERS (17.4 FT) EAST-SOUTHEAST OF A METAL CULVERT UNDER THE
 FE2173'SOUTH DRIVEWAY, 0.58 METER (1.9 FT) EAST OF A CORNER POST FOR A
 FE2173'BARBWIRE FENCE, AND 0.36 METER (1.2 FT) NORTH OF A BARBWIRE FENCE.
 FE2173'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2173'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2173
 FE2173                          STATION RECOVERY (2002)
 FE2173
 FE2173'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2173'RECOVERED IN GOOD CONDITION.
 FE2173
 FE2173                          STATION RECOVERY (2006)
 FE2173
 FE2173'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE2173'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0444 ***********************************************************************
 GC0444  DESIGNATION -  J 3 RM
 GC0444  PID         -  GC0444
 GC0444  STATE/COUNTY-  TN/DAVIDSON
 GC0444  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0444
 GC0444                         *CURRENT SURVEY CONTROL
 GC0444  ___________________________________________________________________
 GC0444* NAD 83(1986)-  36 09 33.     (N)    086 46 54.     (W)     SCALED    
 GC0444* NAVD 88     -       151.589  (meters)     497.34   (feet)  ADJUSTED  
 GC0444  ___________________________________________________________________
 GC0444  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0444  DYNAMIC HT  -         151.459 (meters)     496.91  (feet)  COMP
 GC0444  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GC0444
 GC0444  VERT ORDER  -  FIRST     CLASS II
 GC0444
 GC0444.The horizontal coordinates were scaled from a topographic map and have
 GC0444.an estimated accuracy of +/- 6 seconds.
 GC0444
 GC0444.The orthometric height was determined by differential leveling
 GC0444.and adjusted by the National Geodetic Survey in June 1991..
 GC0444
 GC0444.The geoid height was determined by GEOID03.
 GC0444
 GC0444.The dynamic height is computed by dividing the NAVD 88
 GC0444.geopotential number by the normal gravity value computed on the
 GC0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0444.degrees latitude (g = 980.6199 gals.).
 GC0444
 GC0444.The modeled gravity was interpolated from observed gravity values.
 GC0444
 GC0444;                    North         East    Units  Estimated Accuracy
 GC0444;SPC TN       -   202,860.      529,670.      MT  (+/- 180 meters Scaled)
 GC0444
 GC0444                          SUPERSEDED SURVEY CONTROL
 GC0444
 GC0444  NGVD 29 (??/??/92)  151.612  (m)          497.41   (f) ADJ UNCH    1 2
 GC0444
 GC0444.Superseded values are not recommended for survey control.
 GC0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0444.See file dsdata.txt to determine how the superseded data were derived.
 GC0444
 GC0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF196016(NAD 83)
 GC0444_MARKER: X = CHISELED CROSS
 GC0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0444_SP_SET: BUILDING
 GC0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0444
 GC0444  HISTORY     - Date     Condition        Report By
 GC0444  HISTORY     - UNK      MONUMENTED       USE
 GC0444  HISTORY     - 1949     GOOD             NGS
 GC0444
 GC0444                          STATION DESCRIPTION
 GC0444
 GC0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0444'AT NASHVILLE.
 GC0444'AT NASHVILLE, DAVIDSON COUNTY, AT THE FRONT ENTRANCE TO CUSTOM
 GC0444'HOUSE, BROAD STREET BETWEEN 7TH AND 8TH AVENUES, AND AT THE WEST END
 GC0444'OF THE STONE DOOR SILL OF THE MIDDLE DOORS OF THE MAIN ENTRANCE.
 GC0444'A TWO INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0285 ***********************************************************************
 FD0285  DESIGNATION -  J 30
 FD0285  PID         -  FD0285
 FD0285  STATE/COUNTY-  TN/MAURY
 FD0285  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0285
 FD0285                         *CURRENT SURVEY CONTROL
 FD0285  ___________________________________________________________________
 FD0285* NAD 83(1986)-  35 26 49.     (N)    086 59 20.     (W)     SCALED    
 FD0285* NAVD 88     -       215.273  (meters)     706.27   (feet)  ADJUSTED  
 FD0285  ___________________________________________________________________
 FD0285  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FD0285  DYNAMIC HT  -         215.076 (meters)     705.63  (feet)  COMP
 FD0285  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 FD0285
 FD0285  VERT ORDER  -  SECOND    CLASS 0
 FD0285
 FD0285.The horizontal coordinates were scaled from a topographic map and have
 FD0285.an estimated accuracy of +/- 6 seconds.
 FD0285
 FD0285.The orthometric height was determined by differential leveling
 FD0285.and adjusted by the National Geodetic Survey in June 1991..
 FD0285
 FD0285.The geoid height was determined by GEOID03.
 FD0285
 FD0285.The dynamic height is computed by dividing the NAVD 88
 FD0285.geopotential number by the normal gravity value computed on the
 FD0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0285.degrees latitude (g = 980.6199 gals.).
 FD0285
 FD0285.The modeled gravity was interpolated from observed gravity values.
 FD0285
 FD0285;                    North         East    Units  Estimated Accuracy
 FD0285;SPC TN       -   124,010.      510,220.      MT  (+/- 180 meters Scaled)
 FD0285
 FD0285                          SUPERSEDED SURVEY CONTROL
 FD0285
 FD0285  NGVD 29 (??/??/92)  215.243  (m)          706.18   (f) ADJ UNCH    2 0
 FD0285
 FD0285.Superseded values are not recommended for survey control.
 FD0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0285.See file dsdata.txt to determine how the superseded data were derived.
 FD0285
 FD0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE010226(NAD 83)
 FD0285_MARKER: DB = BENCH MARK DISK
 FD0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0285_STAMPING: J 30 1934
 FD0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0285+STABILITY: SURFACE MOTION
 FD0285
 FD0285  HISTORY     - Date     Condition        Report By
 FD0285  HISTORY     - 1934     MONUMENTED       CGS
 FD0285
 FD0285                          STATION DESCRIPTION
 FD0285
 FD0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0285'2.4 MI S FROM CULLEOKA.
 FD0285'2.4 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0285'FROM CULLEOKA, MAURY COUNTY, AT CAMPBELLS, 16 FEET NORTH OF
 FD0285'THE STATION, 4 RAILS NORTH OF A ROAD CROSSING, 30 FEET WEST OF
 FD0285'THE CENTERLINE OF THE TRACK, 8 FEET NORTH OF TELEPHONE POLE E 3,
 FD0285'AND 2 FEET NORTH AND 2 FEET EAST OF THE CORNER OF A STABLE.
 FD0285'A STANDARD DISK, STAMPED J 30 1934 AND SET IN THE TOP OF A CONCRETE
 FD0285'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1769 ***********************************************************************
 FF1769  DESIGNATION -  J 300
 FF1769  PID         -  FF1769
 FF1769  STATE/COUNTY-  TN/SHELBY
 FF1769  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1769
 FF1769                         *CURRENT SURVEY CONTROL
 FF1769  ___________________________________________________________________
 FF1769* NAD 83(1986)-  35 06 57.     (N)    090 02 31.     (W)     SCALED    
 FF1769* NAVD 88     -        96.566  (meters)     316.82   (feet)  ADJUSTED  
 FF1769  ___________________________________________________________________
 FF1769  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1769  DYNAMIC HT  -          96.478 (meters)     316.53  (feet)  COMP
 FF1769  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 FF1769
 FF1769  VERT ORDER  -  FIRST     CLASS II
 FF1769
 FF1769.The horizontal coordinates were scaled from a topographic map and have
 FF1769.an estimated accuracy of +/- 6 seconds.
 FF1769
 FF1769.The orthometric height was determined by differential leveling
 FF1769.and adjusted by the National Geodetic Survey in June 1991..
 FF1769
 FF1769.The geoid height was determined by GEOID03.
 FF1769
 FF1769.The dynamic height is computed by dividing the NAVD 88
 FF1769.geopotential number by the normal gravity value computed on the
 FF1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1769.degrees latitude (g = 980.6199 gals.).
 FF1769
 FF1769.The modeled gravity was interpolated from observed gravity values.
 FF1769
 FF1769;                    North         East    Units  Estimated Accuracy
 FF1769;SPC TN       -    94,430.      231,630.      MT  (+/- 180 meters Scaled)
 FF1769
 FF1769                          SUPERSEDED SURVEY CONTROL
 FF1769
 FF1769.No superseded survey control is available for this station.
 FF1769
 FF1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695898(NAD 83)
 FF1769_MARKER: I = METAL ROD
 FF1769_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF1769_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF1769_STAMPING: J 300 1983
 FF1769_MARK LOGO: NGS   
 FF1769_PROJECTION: FLUSH
 FF1769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1769+STABILITY: POSITION/ELEVATION WELL
 FF1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1769+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF1769_ROD/PIPE-DEPTH: 13.4 meters
 FF1769_SLEEVE-DEPTH  : 6.09 meters
 FF1769
 FF1769  HISTORY     - Date     Condition        Report By
 FF1769  HISTORY     - 1983     MONUMENTED       NGS
 FF1769  HISTORY     - 19950602 GOOD             TN1620
 FF1769  HISTORY     - 20021030 GOOD             USACE
 FF1769
 FF1769                          STATION DESCRIPTION
 FF1769
 FF1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FF1769'IN MEMPHIS.
 FF1769'IN MEMPHIS, SET IN THE LAWN AT THE SOUTHEAST CORNER OF THE CENTENARY
 FF1769'UNITED METHODIST CHURCH IN SOUTHWEST MEMPHIS, AT 584 EAST MCLEMORE
 FF1769'AVENUE, 40.54 METERS (133.0 FT) NORTH OF THE CENTERLINE OF THE AVENUE,
 FF1769'5.85 METERS (19.2 FT) SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH,
 FF1769'10.15 METERS (33.3 FT) EAST-SOUTHEAST OF THE CENTER OF TWO DOORS AT
 FF1769'THE MAIN ENTRANCE TO THE CHURCH, 8.96 METERS (29.4 FT) EAST OF THE
 FF1769'EAST EDGE OF A SIDEWALK LEADING TO THE MAIN ENTRANCE, 3.20 METERS
 FF1769'(10.5 FT) WEST OF THE WEST EDGE OF THE EAST PARKING LOT OF THE CHURCH.
 FF1769'THE MARK IS 1.22 M ABOVE AVENUE.
 FF1769
 FF1769                          STATION RECOVERY (1995)
 FF1769
 FF1769'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF1769'RECOVERED IN GOOD CONDITION.
 FF1769
 FF1769                          STATION RECOVERY (2002)
 FF1769
 FF1769'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1360 ***********************************************************************
 FD1360  DESIGNATION -  J 301
 FD1360  PID         -  FD1360
 FD1360  STATE/COUNTY-  TN/LAWRENCE
 FD1360  USGS QUAD   -  LORETTO (1976)
 FD1360
 FD1360                         *CURRENT SURVEY CONTROL
 FD1360  ___________________________________________________________________
 FD1360* NAD 83(1986)-  35 06 04.     (N)    087 24 55.     (W)     SCALED    
 FD1360* NAVD 88     -       267.697  (meters)     878.27   (feet)  ADJUSTED  
 FD1360  ___________________________________________________________________
 FD1360  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FD1360  DYNAMIC HT  -         267.441 (meters)     877.43  (feet)  COMP
 FD1360  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 FD1360
 FD1360  VERT ORDER  -  FIRST     CLASS II
 FD1360
 FD1360.The horizontal coordinates were scaled from a topographic map and have
 FD1360.an estimated accuracy of +/- 6 seconds.
 FD1360
 FD1360.The orthometric height was determined by differential leveling
 FD1360.and adjusted by the National Geodetic Survey in June 1991..
 FD1360
 FD1360.The geoid height was determined by GEOID03.
 FD1360
 FD1360.The dynamic height is computed by dividing the NAVD 88
 FD1360.geopotential number by the normal gravity value computed on the
 FD1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1360.degrees latitude (g = 980.6199 gals.).
 FD1360
 FD1360.The modeled gravity was interpolated from observed gravity values.
 FD1360
 FD1360;                    North         East    Units  Estimated Accuracy
 FD1360;SPC TN       -    86,120.      470,960.      MT  (+/- 180 meters Scaled)
 FD1360
 FD1360                          SUPERSEDED SURVEY CONTROL
 FD1360
 FD1360.No superseded survey control is available for this station.
 FD1360
 FD1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD621843(NAD 83)
 FD1360_MARKER: I = METAL ROD
 FD1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1360_SP_SET: STAINLESS STEEL ROD
 FD1360_STAMPING: J 301 1983
 FD1360_MARK LOGO: NGS   
 FD1360_PROJECTION: FLUSH
 FD1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1360_ROD/PIPE-DEPTH: 3.65 meters
 FD1360
 FD1360  HISTORY     - Date     Condition        Report By
 FD1360  HISTORY     - 1983     MONUMENTED       NGS
 FD1360
 FD1360                          STATION DESCRIPTION
 FD1360
 FD1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1360'5.0 KM (3.1 MI) NE FROM LORETTO.
 FD1360'3.1 KM (1.95 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1360'LORETTO TO THE MARK ON THE RIGHT, 12.34 METERS (40.5 FT) SOUTHEAST OF
 FD1360'THE CENTERLINE OF THE HIGHWAY, 32.89 METERS (107.9 FT) NORTH-NORTHWEST
 FD1360'OF THE NORTHWEST CORNER OF A LARGE BRICK BUILDING (AT PRESENT AN ACE
 FD1360'HARDWARE), 10.36 METERS (34.0 FT) NORTHEAST OF A 2.0 FOOT DIAMETER
 FD1360'CULVERT UNDER THE NORTH ENTRANCE TO THE HARDWARE STORE, AND
 FD1360'0.98 METERS (3.2 FT) SOUTHWEST OF A POWERLINE POLE WITH 2
 FD1360'TRANSFORMERS.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN BEDROCK.
 FD1360'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 FD1360'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1392 ***********************************************************************
 FD1392  DESIGNATION -  J 302
 FD1392  PID         -  FD1392
 FD1392  STATE/COUNTY-  TN/WILLIAMSON
 FD1392  USGS QUAD   -  SPRING HILL (1979)
 FD1392
 FD1392                         *CURRENT SURVEY CONTROL
 FD1392  ___________________________________________________________________
 FD1392* NAD 83(1986)-  35 48 43.     (N)    086 53 47.     (W)     SCALED    
 FD1392* NAVD 88     -       234.290  (meters)     768.67   (feet)  ADJUSTED  
 FD1392  ___________________________________________________________________
 FD1392  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FD1392  DYNAMIC HT  -         234.083 (meters)     767.99  (feet)  COMP
 FD1392  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FD1392
 FD1392  VERT ORDER  -  FIRST     CLASS II
 FD1392
 FD1392.The horizontal coordinates were scaled from a topographic map and have
 FD1392.an estimated accuracy of +/- 6 seconds.
 FD1392
 FD1392.The orthometric height was determined by differential leveling
 FD1392.and adjusted by the National Geodetic Survey in June 1991..
 FD1392
 FD1392.The geoid height was determined by GEOID03.
 FD1392
 FD1392.The dynamic height is computed by dividing the NAVD 88
 FD1392.geopotential number by the normal gravity value computed on the
 FD1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1392.degrees latitude (g = 980.6199 gals.).
 FD1392
 FD1392.The modeled gravity was interpolated from observed gravity values.
 FD1392
 FD1392;                    North         East    Units  Estimated Accuracy
 FD1392;SPC TN       -   164,420.      518,990.      MT  (+/- 180 meters Scaled)
 FD1392
 FD1392                          SUPERSEDED SURVEY CONTROL
 FD1392
 FD1392.No superseded survey control is available for this station.
 FD1392
 FD1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE093630(NAD 83)
 FD1392_MARKER: DB = BENCH MARK DISK
 FD1392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1392_SP_SET: SMALL CULVERT
 FD1392_STAMPING: J 302 1984
 FD1392_MARK LOGO: NGS   
 FD1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1392
 FD1392  HISTORY     - Date     Condition        Report By
 FD1392  HISTORY     - 1984     MONUMENTED       NGS
 FD1392
 FD1392                          STATION DESCRIPTION
 FD1392
 FD1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1392'7.3 KM (4.55 MI) NE FROM SPRING HILL.
 FD1392'7.3 KM (4.55 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1392'SPRING HILL, A DISK SET IN THE SOUTHEAST HEADWALL OF A CONCRETE BOX
 FD1392'CULVERT, 7.01 METERS (23.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FD1392'HIGHWAY, 22.95 METERS (75.3 FT) SOUTHWEST OF A TELEPHONE POLE,
 FD1392'3.78 METERS (12.4 FT) NORTHWEST OF A WOOD FENCE, 0.30 METERS (1.0 FT)
 FD1392'NORTHWEST OF THE SOUTHWEST END OF THE HEADWALL, AND 39.01 METERS
 FD1392'(128.0 FT) NORTHEAST OF THE T JUNCTION OF THE WOOD FENCE.
 FD1392'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 FD1392'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1969 ***********************************************************************
 GC1969  DESIGNATION -  J 303
 GC1969  PID         -  GC1969
 GC1969  STATE/COUNTY-  TN/DAVIDSON
 GC1969  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1969
 GC1969                         *CURRENT SURVEY CONTROL
 GC1969  ___________________________________________________________________
 GC1969* NAD 83(1986)-  36 09 16.     (N)    086 47 39.     (W)     SCALED    
 GC1969* NAVD 88     -       156.232  (meters)     512.57   (feet)  ADJUSTED  
 GC1969  ___________________________________________________________________
 GC1969  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1969  DYNAMIC HT  -         156.098 (meters)     512.13  (feet)  COMP
 GC1969  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GC1969
 GC1969  VERT ORDER  -  FIRST     CLASS II
 GC1969
 GC1969.The horizontal coordinates were scaled from a topographic map and have
 GC1969.an estimated accuracy of +/- 6 seconds.
 GC1969
 GC1969.The orthometric height was determined by differential leveling
 GC1969.and adjusted by the National Geodetic Survey in June 1991..
 GC1969
 GC1969.The geoid height was determined by GEOID03.
 GC1969
 GC1969.The dynamic height is computed by dividing the NAVD 88
 GC1969.geopotential number by the normal gravity value computed on the
 GC1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1969.degrees latitude (g = 980.6199 gals.).
 GC1969
 GC1969.The modeled gravity was interpolated from observed gravity values.
 GC1969
 GC1969;                    North         East    Units  Estimated Accuracy
 GC1969;SPC TN       -   202,340.      528,540.      MT  (+/- 180 meters Scaled)
 GC1969
 GC1969                          SUPERSEDED SURVEY CONTROL
 GC1969
 GC1969.No superseded survey control is available for this station.
 GC1969
 GC1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF185010(NAD 83)
 GC1969_MARKER: DB = BENCH MARK DISK
 GC1969_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GC1969_SP_SET: FOUNDATION OF PILLAR
 GC1969_STAMPING: J 303 1984
 GC1969_MARK LOGO: NGS   
 GC1969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1969
 GC1969  HISTORY     - Date     Condition        Report By
 GC1969  HISTORY     - 1984     MONUMENTED       NGS
 GC1969
 GC1969                          STATION DESCRIPTION
 GC1969
 GC1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1969'IN NASHVILLE.
 GC1969'IN NASHVILLE, SET IN THE TOP OF THE EXTENDED BASE OF THE WESTERNMOST
 GC1969'ONE OF FOUR PILLARS AT THE FRONT ENTRANCE TO THE CORINTHIAN LODGE
 GC1969'NUMBER 414 AT THE JUNCTION OF BROADWAY AVENUE AND 17TH AVENUE NORTH,
 GC1969'1.1 KM (0.7 MI) WEST ALONG BROADWAY AVENUE FROM THE POST OFFICE IN
 GC1969'NASHVILLE, 7.46 METERS (24.5 FT) NORTHWEST OF THE NORTHWEST CURB OF
 GC1969'BROADWAY AVENUE, 7.01 METERS (23.0 FT) NORTHWEST OF A LIGHT POLE,
 GC1969'3.44 METERS (11.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE LODGE,
 GC1969'AND 0.33 METERS (1.1 FT) SOUTH OF THE SOUTH FACE OF THE BASE OF THE
 GC1969'WESTERNMOST PILLAR.
 GC1969'THE MARK IS 1.21 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1980 ***********************************************************************
 GC1980  DESIGNATION -  J 304
 GC1980  PID         -  GC1980
 GC1980  STATE/COUNTY-  TN/CHEATHAM
 GC1980  USGS QUAD   -  LILLAMAY (1983)
 GC1980
 GC1980                         *CURRENT SURVEY CONTROL
 GC1980  ___________________________________________________________________
 GC1980* NAD 83(1986)-  36 14 21.     (N)    087 01 21.     (W)     SCALED    
 GC1980* NAVD 88     -       126.745  (meters)     415.83   (feet)  ADJUSTED  
 GC1980  ___________________________________________________________________
 GC1980  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1980  DYNAMIC HT  -         126.637 (meters)     415.47  (feet)  COMP
 GC1980  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GC1980
 GC1980  VERT ORDER  -  FIRST     CLASS II
 GC1980
 GC1980.The horizontal coordinates were scaled from a topographic map and have
 GC1980.an estimated accuracy of +/- 6 seconds.
 GC1980
 GC1980.The orthometric height was determined by differential leveling
 GC1980.and adjusted by the National Geodetic Survey in June 1991..
 GC1980
 GC1980.The geoid height was determined by GEOID03.
 GC1980
 GC1980.The dynamic height is computed by dividing the NAVD 88
 GC1980.geopotential number by the normal gravity value computed on the
 GC1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1980.degrees latitude (g = 980.6199 gals.).
 GC1980
 GC1980.The modeled gravity was interpolated from observed gravity values.
 GC1980
 GC1980;                    North         East    Units  Estimated Accuracy
 GC1980;SPC TN       -   211,930.      508,090.      MT  (+/- 180 meters Scaled)
 GC1980
 GC1980                          SUPERSEDED SURVEY CONTROL
 GC1980
 GC1980.No superseded survey control is available for this station.
 GC1980
 GC1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF979104(NAD 83)
 GC1980_MARKER: I = METAL ROD
 GC1980_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GC1980+WITH SETTING: INFORMATION.
 GC1980_SP_SET: SHALLOW SET METAL ROD
 GC1980_STAMPING: J 304 1984
 GC1980_MARK LOGO: NGS   
 GC1980_PROJECTION: FLUSH
 GC1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1980_ROD/PIPE-DEPTH: 1.83 meters
 GC1980
 GC1980  HISTORY     - Date     Condition        Report By
 GC1980  HISTORY     - 1984     MONUMENTED       NGS
 GC1980
 GC1980                          STATION DESCRIPTION
 GC1980
 GC1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1980'5.9 KM (3.65 MI) SE FROM ASHLAND CITY.
 GC1980'5.9 KM (3.65 MI) SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1980'COURTHOUSE IN ASHLAND CITY TO THE MARK ON THE RIGHT, AT A DRIVEWAY TO
 GC1980'A ONE LEVEL BRICK HOUSE, 10.91 METERS (35.8 FT) WEST-SOUTHWEST OF THE
 GC1980'CENTERLINE OF THE HIGHWAY, 39.78 METERS (130.5 FT) NORTH-NORTHEAST OF
 GC1980'THE NORTHEAST CORNER OF A ONE STORY HOUSE, 8.05 METERS (26.4 FT)
 GC1980'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE DRIVE TO THE HOUSE,
 GC1980'7.32 METERS (24.0 FT) WEST OF A METAL PIPE CULVERT UNDER THE DRIVE,
 GC1980'AND 2.50 METERS (8.2 FT) WEST-SOUTHWEST OF THE NORTHEAST END OF A
 GC1980'CHAIN LINK FENCE.
 GC1980'THE MARK IS 3.35 METERS  W FROM A WITNESS POST.
 GC1980'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2007 ***********************************************************************
 GC2007  DESIGNATION -  J 305
 GC2007  PID         -  GC2007
 GC2007  STATE/COUNTY-  TN/MONTGOMERY
 GC2007  USGS QUAD   -  HENRIETTA (1983)
 GC2007
 GC2007                         *CURRENT SURVEY CONTROL
 GC2007  ___________________________________________________________________
 GC2007* NAD 83(1986)-  36 27 22.     (N)    087 14 00.     (W)     SCALED    
 GC2007* NAVD 88     -       166.116  (meters)     545.00   (feet)  ADJUSTED  
 GC2007  ___________________________________________________________________
 GC2007  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2007  DYNAMIC HT  -         165.978 (meters)     544.55  (feet)  COMP
 GC2007  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 GC2007
 GC2007  VERT ORDER  -  FIRST     CLASS II
 GC2007
 GC2007.The horizontal coordinates were scaled from a topographic map and have
 GC2007.an estimated accuracy of +/- 6 seconds.
 GC2007
 GC2007.The orthometric height was determined by differential leveling
 GC2007.and adjusted by the National Geodetic Survey in June 1991..
 GC2007
 GC2007.The geoid height was determined by GEOID03.
 GC2007
 GC2007.The dynamic height is computed by dividing the NAVD 88
 GC2007.geopotential number by the normal gravity value computed on the
 GC2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2007.degrees latitude (g = 980.6199 gals.).
 GC2007
 GC2007.The modeled gravity was interpolated from observed gravity values.
 GC2007
 GC2007;                    North         East    Units  Estimated Accuracy
 GC2007;SPC TN       -   236,220.      489,440.      MT  (+/- 180 meters Scaled)
 GC2007
 GC2007                          SUPERSEDED SURVEY CONTROL
 GC2007
 GC2007.No superseded survey control is available for this station.
 GC2007
 GC2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF790345(NAD 83)
 GC2007_MARKER: DB = BENCH MARK DISK
 GC2007_SETTING: 66 = SET IN ROCK OUTCROP
 GC2007_SP_SET: ROCK OUTCROP
 GC2007_STAMPING: J 305 1984
 GC2007_MARK LOGO: NGS   
 GC2007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2007+STABILITY: POSITION/ELEVATION WELL
 GC2007
 GC2007  HISTORY     - Date     Condition        Report By
 GC2007  HISTORY     - 1984     MONUMENTED       NGS
 GC2007
 GC2007                          STATION DESCRIPTION
 GC2007
 GC2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2007'16.9 KM (10.5 MI) NW FROM CHEAP HILL.
 GC2007'16.9 KM (10.5 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2007'OFFICE IN CHEAP HILL TO A ROCK LEDGE AND THE MARK ON THE RIGHT, A DISK
 GC2007'SET IN A ROCK LEDGE, 9.72 METERS (31.9 FT) NORTHEAST OF THE CENTERLINE
 GC2007'OF THE HIGHWAY, AND 0.46 METERS (1.5 FT) NORTHEAST OF THE SOUTHWEST
 GC2007'EDGE OF THE ROCK SHELF.
 GC2007'THE MARK IS 0.58 METERS  E FROM A WITNESS POST.
 GC2007'THE MARK IS 0.43 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2926 ***********************************************************************
 AJ2926  DESIGNATION -  J 307
 AJ2926  PID         -  AJ2926
 AJ2926  STATE/COUNTY-  TN/TROUSDALE
 AJ2926  USGS QUAD   -  HARTSVILLE (1994)
 AJ2926
 AJ2926                         *CURRENT SURVEY CONTROL
 AJ2926  ___________________________________________________________________
 AJ2926* NAD 83(1986)-  36 24 05.     (N)    086 10 12.     (W)     SCALED    
 AJ2926* NAVD 88     -       146.763  (meters)     481.50   (feet)  ADJUSTED  
 AJ2926  ___________________________________________________________________
 AJ2926  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AJ2926  DYNAMIC HT  -         146.642 (meters)     481.11  (feet)  COMP
 AJ2926  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 AJ2926
 AJ2926  VERT ORDER  -  SECOND    CLASS I
 AJ2926
 AJ2926.The horizontal coordinates were scaled from a topographic map and have
 AJ2926.an estimated accuracy of +/- 6 seconds.
 AJ2926
 AJ2926.The orthometric height was determined by differential leveling
 AJ2926.and adjusted by the National Geodetic Survey in July 2002..
 AJ2926.No vertical observational check was made to the station.
 AJ2926
 AJ2926.The geoid height was determined by GEOID03.
 AJ2926
 AJ2926.The dynamic height is computed by dividing the NAVD 88
 AJ2926.geopotential number by the normal gravity value computed on the
 AJ2926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2926.degrees latitude (g = 980.6199 gals.).
 AJ2926
 AJ2926.The modeled gravity was interpolated from observed gravity values.
 AJ2926
 AJ2926;                    North         East    Units  Estimated Accuracy
 AJ2926;SPC TN       -   229,470.      584,750.      MT  (+/- 180 meters Scaled)
 AJ2926
 AJ2926                          SUPERSEDED SURVEY CONTROL
 AJ2926
 AJ2926.No superseded survey control is available for this station.
 AJ2926
 AJ2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF744287(NAD 83)
 AJ2926_MARKER: DV = VERTICAL CONTROL DISK
 AJ2926_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ2926_SP_SET: BRIDGE ABUTMENT
 AJ2926_STAMPING: J 307 2001
 AJ2926_MARK LOGO: NGS   
 AJ2926_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2926+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2926
 AJ2926  HISTORY     - Date     Condition        Report By
 AJ2926  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2926
 AJ2926                          STATION DESCRIPTION
 AJ2926
 AJ2926'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2926'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2926'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2926'HIGHWAY 141), THENCE 0,7 KM WESTERLY ALONG STATE HIGHWAY 25, IN
 AJ2926'TOP OF AND 3.5 M SOUTHEAST OF THE NORTHWEST END OF THE WEST
 AJ2926'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING AN OVER FLOW
 AJ2926'AREA OF LITTLE GOOSE CREEK, 5.2 M NORTH OF THE HIGHWAY CENTERLINE,
 AJ2926'AND 0.1 M ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE
 AJ2926'HIGHWAY RIGHT-OF-WAY.
 AJ2926'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1219 ***********************************************************************
 FD1219  DESIGNATION -  J 31 RESET
 FD1219  PID         -  FD1219
 FD1219  STATE/COUNTY-  TN/LEWIS
 FD1219  USGS QUAD   -  GRAVES SPRING (1968)
 FD1219
 FD1219                         *CURRENT SURVEY CONTROL
 FD1219  ___________________________________________________________________
 FD1219* NAD 83(1986)-  35 33 22.     (N)    087 39 50.     (W)     SCALED    
 FD1219* NAVD 88     -       287.359  (meters)     942.78   (feet)  ADJUSTED  
 FD1219  ___________________________________________________________________
 FD1219  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1219  DYNAMIC HT  -         287.092 (meters)     941.90  (feet)  COMP
 FD1219  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 FD1219
 FD1219  VERT ORDER  -  FIRST     CLASS II
 FD1219
 FD1219.The horizontal coordinates were scaled from a topographic map and have
 FD1219.an estimated accuracy of +/- 6 seconds.
 FD1219
 FD1219.The orthometric height was determined by differential leveling
 FD1219.and adjusted by the National Geodetic Survey in June 1991..
 FD1219
 FD1219.The geoid height was determined by GEOID03.
 FD1219
 FD1219.The dynamic height is computed by dividing the NAVD 88
 FD1219.geopotential number by the normal gravity value computed on the
 FD1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1219.degrees latitude (g = 980.6199 gals.).
 FD1219
 FD1219.The modeled gravity was interpolated from observed gravity values.
 FD1219
 FD1219;                    North         East    Units  Estimated Accuracy
 FD1219;SPC TN       -   136,950.      449,160.      MT  (+/- 180 meters Scaled)
 FD1219
 FD1219                          SUPERSEDED SURVEY CONTROL
 FD1219
 FD1219  NGVD 29 (??/??/92)  287.339  (m)          942.71   (f) ADJ UNCH    1 2
 FD1219
 FD1219.Superseded values are not recommended for survey control.
 FD1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1219.See file dsdata.txt to determine how the superseded data were derived.
 FD1219
 FD1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE398349(NAD 83)
 FD1219_MARKER: DB = BENCH MARK DISK
 FD1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1219_STAMPING: J 31 1934 RESET 1949
 FD1219_MARK LOGO: CGS   
 FD1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1219+STABILITY: SURFACE MOTION
 FD1219
 FD1219  HISTORY     - Date     Condition        Report By
 FD1219  HISTORY     - 1949     MONUMENTED       CGS
 FD1219
 FD1219                          STATION DESCRIPTION
 FD1219
 FD1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1219'6.8 MI W FROM HOHENWALD.
 FD1219'ABOUT 6.85 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1219'NATIONAL BANK AT HOHELWALD, ABOUT 0.75 MILE EAST OF THE LEWIS-PERRY
 FD1219'COUNTY LINE, ABOUT 0.8 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD
 FD1219'LEADING NORTHWEST, 105 FEET SOUTH OF A SMALL GRADE TOP, 67 FEET
 FD1219'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, NEAR THE SOUTH
 FD1219'END OF A 3-FOOT CUT, 17 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 FD1219'12-INCH BLACK OAK TREE, EAST AND ACROSS THE HIGHWAY FROM A TRAIL
 FD1219'LEADING NORTHWEST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF
 FD1219'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0300 ***********************************************************************
 FD0300  DESIGNATION -  J 32
 FD0300  PID         -  FD0300
 FD0300  STATE/COUNTY-  TN/MARSHALL
 FD0300  USGS QUAD   -  LEWISBURG (1981)
 FD0300
 FD0300                         *CURRENT SURVEY CONTROL
 FD0300  ___________________________________________________________________
 FD0300* NAD 83(1986)-  35 26 56.     (N)    086 47 18.     (W)     SCALED    
 FD0300* NAVD 88     -       223.235  (meters)     732.40   (feet)  ADJUSTED  
 FD0300  ___________________________________________________________________
 FD0300  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0300  DYNAMIC HT  -         223.034 (meters)     731.74  (feet)  COMP
 FD0300  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 FD0300
 FD0300  VERT ORDER  -  FIRST     CLASS II
 FD0300
 FD0300.The horizontal coordinates were scaled from a topographic map and have
 FD0300.an estimated accuracy of +/- 6 seconds.
 FD0300
 FD0300.The orthometric height was determined by differential leveling
 FD0300.and adjusted by the National Geodetic Survey in June 1991..
 FD0300
 FD0300.The geoid height was determined by GEOID03.
 FD0300
 FD0300.The dynamic height is computed by dividing the NAVD 88
 FD0300.geopotential number by the normal gravity value computed on the
 FD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0300.degrees latitude (g = 980.6199 gals.).
 FD0300
 FD0300.The modeled gravity was interpolated from observed gravity values.
 FD0300
 FD0300;                    North         East    Units  Estimated Accuracy
 FD0300;SPC TN       -   124,060.      528,430.      MT  (+/- 180 meters Scaled)
 FD0300
 FD0300                          SUPERSEDED SURVEY CONTROL
 FD0300
 FD0300  NGVD 29 (??/??/92)  223.212  (m)          732.32   (f) ADJ UNCH    1 2
 FD0300
 FD0300.Superseded values are not recommended for survey control.
 FD0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0300.See file dsdata.txt to determine how the superseded data were derived.
 FD0300
 FD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE192228(NAD 83)
 FD0300_MARKER: DB = BENCH MARK DISK
 FD0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0300_SP_SET: BUILDING
 FD0300_STAMPING: J 32 1934
 FD0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0300
 FD0300  HISTORY     - Date     Condition        Report By
 FD0300  HISTORY     - 1934     MONUMENTED       CGS
 FD0300  HISTORY     - 1949     GOOD             NGS
 FD0300
 FD0300                          STATION DESCRIPTION
 FD0300
 FD0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0300'AT LEWISBURG.
 FD0300'AT LEWISBURG, SET VERTICALLY IN THE NORTH FACE AT THE NORTHWEST
 FD0300'CORNER OF THE PEOPLES BANK BUILDING LOCATED ON THE SOUTH SIDE OF
 FD0300'THE COURT HOUSE SQUARE, 1.3 FEET EAST OF THE NORTHWEST CORNER OF
 FD0300'THE BANK BUILDING AND ABOUT 0.6 FOOT ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0267 ***********************************************************************
 FD0267  DESIGNATION -  J 33
 FD0267  PID         -  FD0267
 FD0267  STATE/COUNTY-  TN/GILES
 FD0267  USGS QUAD   -  TARPLEY (1982)
 FD0267
 FD0267                         *CURRENT SURVEY CONTROL
 FD0267  ___________________________________________________________________
 FD0267* NAD 83(1986)-  35 10 54.     (N)    086 59 32.     (W)     SCALED    
 FD0267* NAVD 88     -       293.229  (meters)     962.04   (feet)  ADJUSTED  
 FD0267  ___________________________________________________________________
 FD0267  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0267  DYNAMIC HT  -         292.955 (meters)     961.14  (feet)  COMP
 FD0267  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 FD0267
 FD0267  VERT ORDER  -  SECOND    CLASS 0
 FD0267
 FD0267.The horizontal coordinates were scaled from a topographic map and have
 FD0267.an estimated accuracy of +/- 6 seconds.
 FD0267
 FD0267.The orthometric height was determined by differential leveling
 FD0267.and adjusted by the National Geodetic Survey in June 1991..
 FD0267
 FD0267.The geoid height was determined by GEOID03.
 FD0267
 FD0267.The dynamic height is computed by dividing the NAVD 88
 FD0267.geopotential number by the normal gravity value computed on the
 FD0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0267.degrees latitude (g = 980.6199 gals.).
 FD0267
 FD0267.The modeled gravity was interpolated from observed gravity values.
 FD0267
 FD0267;                    North         East    Units  Estimated Accuracy
 FD0267;SPC TN       -    94,580.      509,620.      MT  (+/- 180 meters Scaled)
 FD0267
 FD0267                          SUPERSEDED SURVEY CONTROL
 FD0267
 FD0267  NGVD 29 (??/??/92)  293.197  (m)          961.93   (f) ADJ UNCH    2 0
 FD0267
 FD0267.Superseded values are not recommended for survey control.
 FD0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0267.See file dsdata.txt to determine how the superseded data were derived.
 FD0267
 FD0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED007931(NAD 83)
 FD0267_MARKER: DB = BENCH MARK DISK
 FD0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0267_STAMPING: J 33 1934
 FD0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0267+STABILITY: SURFACE MOTION
 FD0267
 FD0267  HISTORY     - Date     Condition        Report By
 FD0267  HISTORY     - 1934     MONUMENTED       CGS
 FD0267
 FD0267                          STATION DESCRIPTION
 FD0267
 FD0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0267'2.8 MI E FROM PULASKI.
 FD0267'2.8 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FD0267'PULASKI, GILES COUNTY, AT THE TOP OF A LONG HILL KNOWN AS MC GREWS
 FD0267'HILL, AT THE WEST END OF A GRAVEL CUT, AND 40 FEET SOUTH OF THE
 FD0267'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 33 1934
 FD0267'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0822 ***********************************************************************
 FD0822  DESIGNATION -  J 34
 FD0822  PID         -  FD0822
 FD0822  STATE/COUNTY-  TN/LAWRENCE
 FD0822  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0822
 FD0822                         *CURRENT SURVEY CONTROL
 FD0822  ___________________________________________________________________
 FD0822* NAD 83(1986)-  35 14 13.     (N)    087 17 51.     (W)     SCALED    
 FD0822* NAVD 88     -       265.937  (meters)     872.50   (feet)  ADJUSTED  
 FD0822  ___________________________________________________________________
 FD0822  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0822  DYNAMIC HT  -         265.683 (meters)     871.66  (feet)  COMP
 FD0822  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 FD0822
 FD0822  VERT ORDER  -  SECOND    CLASS 0
 FD0822
 FD0822.The horizontal coordinates were scaled from a topographic map and have
 FD0822.an estimated accuracy of +/- 6 seconds.
 FD0822
 FD0822.The orthometric height was determined by differential leveling
 FD0822.and adjusted by the National Geodetic Survey in June 1991..
 FD0822
 FD0822.The geoid height was determined by GEOID03.
 FD0822
 FD0822.The dynamic height is computed by dividing the NAVD 88
 FD0822.geopotential number by the normal gravity value computed on the
 FD0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0822.degrees latitude (g = 980.6199 gals.).
 FD0822
 FD0822.The modeled gravity was interpolated from observed gravity values.
 FD0822
 FD0822;                    North         East    Units  Estimated Accuracy
 FD0822;SPC TN       -   101,040.      481,900.      MT  (+/- 180 meters Scaled)
 FD0822
 FD0822                          SUPERSEDED SURVEY CONTROL
 FD0822
 FD0822  NGVD 29 (??/??/92)  265.897  (m)          872.36   (f) ADJ UNCH    2 0
 FD0822
 FD0822.Superseded values are not recommended for survey control.
 FD0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0822.See file dsdata.txt to determine how the superseded data were derived.
 FD0822
 FD0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD729993(NAD 83)
 FD0822_MARKER: DB = BENCH MARK DISK
 FD0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0822_STAMPING: J 34 1934
 FD0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0822+STABILITY: SURFACE MOTION
 FD0822
 FD0822  HISTORY     - Date     Condition        Report By
 FD0822  HISTORY     - 1934     MONUMENTED       CGS
 FD0822  HISTORY     - 1950     MARK NOT FOUND   NGS
 FD0822  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD0822
 FD0822                          STATION DESCRIPTION
 FD0822
 FD0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0822'2 MI E FROM LAWRENCEBURG.
 FD0822'2.0 MILES EAST ALONG U.S. HIGHWAY 64 FROM LAWRENCEBURG, LAWRENCE
 FD0822'COUNTY, 220 YARDS WEST OF THE YELLOW HOUSE OWNED IN 1934 BY
 FD0822'J.C. CANNON, ON A SMALL RISE, 1 FOOT SOUTH OF A FENCE, AND 20
 FD0822'FEET NORTH OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 34 1934
 FD0822'AND SET IN THE TOP OF A CONCRETE POST.
 FD0822
 FD0822                          STATION RECOVERY (1973)
 FD0822
 FD0822'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0298 ***********************************************************************
 FE0298  DESIGNATION -  J 35 RESET
 FE0298  PID         -  FE0298
 FE0298  STATE/COUNTY-  TN/HARDIN
 FE0298  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0298
 FE0298                         *CURRENT SURVEY CONTROL
 FE0298  ___________________________________________________________________
 FE0298* NAD 83(1986)-  35 09 03.     (N)    088 19 27.     (W)     SCALED    
 FE0298* NAVD 88     -       147.043  (meters)     482.42   (feet)  ADJUSTED  
 FE0298  ___________________________________________________________________
 FE0298  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE0298  DYNAMIC HT  -         146.908 (meters)     481.98  (feet)  COMP
 FE0298  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 FE0298
 FE0298  VERT ORDER  -  FIRST     CLASS II
 FE0298
 FE0298.The horizontal coordinates were scaled from a topographic map and have
 FE0298.an estimated accuracy of +/- 6 seconds.
 FE0298
 FE0298.The orthometric height was determined by differential leveling
 FE0298.and adjusted by the National Geodetic Survey in June 1991..
 FE0298.WARNING-Repeat measurements at this control monument indicate possible
 FE0298.vertical movement.
 FE0298
 FE0298.The geoid height was determined by GEOID03.
 FE0298
 FE0298.The dynamic height is computed by dividing the NAVD 88
 FE0298.geopotential number by the normal gravity value computed on the
 FE0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0298.degrees latitude (g = 980.6199 gals.).
 FE0298
 FE0298.The modeled gravity was interpolated from observed gravity values.
 FE0298
 FE0298;                    North         East    Units  Estimated Accuracy
 FE0298;SPC TN       -    93,220.      388,240.      MT  (+/- 180 meters Scaled)
 FE0298
 FE0298                          SUPERSEDED SURVEY CONTROL
 FE0298
 FE0298  NGVD 29 (??/??/??)  147.050  (m)          482.45   (f) ADJUSTED    1 2
 FE0298
 FE0298.Superseded values are not recommended for survey control.
 FE0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0298.See file dsdata.txt to determine how the superseded data were derived.
 FE0298
 FE0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD793905(NAD 83)
 FE0298_MARKER: DB = BENCH MARK DISK
 FE0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0298_STAMPING: J 35 RESET 1935
 FE0298_MARK LOGO: CGS   
 FE0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0298+STABILITY: SURFACE MOTION
 FE0298
 FE0298  HISTORY     - Date     Condition        Report By
 FE0298  HISTORY     - 1935     MONUMENTED       CGS
 FE0298  HISTORY     - 1947     GOOD             CGS
 FE0298  HISTORY     - 1949     GOOD             CGS
 FE0298
 FE0298                          STATION DESCRIPTION
 FE0298
 FE0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0298'AT PITTSBURG LANDING.
 FE0298'AT PITTSBURG LANDING, IN THE SHILOH NATIONAL MILITARY PARK, ABOUT
 FE0298'600 FEET WEST OF THE ADMINSTRATION BUILDING, 137 FEET NORTH OF THE
 FE0298'CENTER LINE OF GRANT ROAD, 178 FEET WEST OF THE CENTER LINE OF A
 FE0298'PAVED ROAD LEADING NORTH, 35 FEET SOUTH OF THE SOUTH FACE OF THE
 FE0298'W.H.L. WALLACE HEADQUARTERS MONUMENT, 37 FEET NORTH OF THE
 FE0298'NORTHEAST CORNER OF THE IOWA STATE MONUMENT, 22 FEET SOUTHEAST
 FE0298'OF A 24 INCH OAK TREE AND SET IN THE TOP OF A CONCRETE POST
 FE0298'PROJECTING 1 INCH.
 FE0298
 FE0298                          STATION RECOVERY (1949)
 FE0298
 FE0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0962 ***********************************************************************
 FD0962  DESIGNATION -  J 36
 FD0962  PID         -  FD0962
 FD0962  STATE/COUNTY-  TN/WAYNE
 FD0962  USGS QUAD   -  EAGLE CREEK (1972)
 FD0962
 FD0962                         *CURRENT SURVEY CONTROL
 FD0962  ___________________________________________________________________
 FD0962* NAD 83(1986)-  35 18 27.     (N)    087 57 12.     (W)     SCALED    
 FD0962* NAVD 88     -       139.968  (meters)     459.21   (feet)  ADJUSTED  
 FD0962  ___________________________________________________________________
 FD0962  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0962  DYNAMIC HT  -         139.838 (meters)     458.79  (feet)  COMP
 FD0962  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 FD0962
 FD0962  VERT ORDER  -  SECOND    CLASS 0
 FD0962
 FD0962.The horizontal coordinates were scaled from a topographic map and have
 FD0962.an estimated accuracy of +/- 6 seconds.
 FD0962
 FD0962.The orthometric height was determined by differential leveling
 FD0962.and adjusted by the National Geodetic Survey in June 1991..
 FD0962
 FD0962.The geoid height was determined by GEOID03.
 FD0962
 FD0962.The dynamic height is computed by dividing the NAVD 88
 FD0962.geopotential number by the normal gravity value computed on the
 FD0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0962.degrees latitude (g = 980.6199 gals.).
 FD0962
 FD0962.The modeled gravity was interpolated from observed gravity values.
 FD0962
 FD0962;                    North         East    Units  Estimated Accuracy
 FD0962;SPC TN       -   109,860.      422,370.      MT  (+/- 180 meters Scaled)
 FD0962
 FD0962                          SUPERSEDED SURVEY CONTROL
 FD0962
 FD0962  NGVD 29 (??/??/92)  139.966  (m)          459.21   (f) ADJ UNCH    2 0
 FD0962
 FD0962.Superseded values are not recommended for survey control.
 FD0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0962.See file dsdata.txt to determine how the superseded data were derived.
 FD0962
 FD0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE133075(NAD 83)
 FD0962_MARKER: DB = BENCH MARK DISK
 FD0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0962_SP_SET: CONCRETE
 FD0962_STAMPING: J 36 1934
 FD0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0962
 FD0962  HISTORY     - Date     Condition        Report By
 FD0962  HISTORY     - 1934     MONUMENTED       CGS
 FD0962  HISTORY     - 1950     GOOD             NGS
 FD0962  HISTORY     - 1962     GOOD             NGS
 FD0962
 FD0962                          STATION DESCRIPTION
 FD0962
 FD0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0962'5.5 MI E FROM OLIVE HILL.
 FD0962'IN WAYNE, COUNTY, 5.5 MILES EAST ALONG U.S. HIGHWAY 64 FROM
 FD0962'OLIVE HILL, HARDIN COUNTY, 0.2 MILE WEST OF THE JUNCTION OF
 FD0962'STATE HIGHWAY 114, ABOUT 1/4 MILE WEST OF A GENERAL STORE AND
 FD0962'A TENNESSEE ELECTRIC POWER CO. SUBSTATION, AT THE SIX-SPAN
 FD0962'CONCRETE BRIDGE OVER HARDIN CREEK, AND IN THE TOP OF THE EAST
 FD0962'END OF THE CONCRETE BASE OF THE SOUTH RAIL.  A STANDARD DISK,
 FD0962'STAMPED J 36 1934.
 FD0962
 FD0962                          STATION RECOVERY (1962)
 FD0962
 FD0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0859 ***********************************************************************
 FD0859  DESIGNATION -  J 37
 FD0859  PID         -  FD0859
 FD0859  STATE/COUNTY-  TN/GILES
 FD0859  USGS QUAD   -  MILKY WAY (1988)
 FD0859
 FD0859                         *CURRENT SURVEY CONTROL
 FD0859  ___________________________________________________________________
 FD0859* NAD 83(1986)-  35 16 39.     (N)    087 02 39.     (W)     SCALED    
 FD0859* NAVD 88     -       215.302  (meters)     706.37   (feet)  ADJUSTED  
 FD0859  ___________________________________________________________________
 FD0859  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FD0859  DYNAMIC HT  -         215.100 (meters)     705.71  (feet)  COMP
 FD0859  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 FD0859
 FD0859  VERT ORDER  -  SECOND    CLASS 0
 FD0859
 FD0859.The horizontal coordinates were scaled from a topographic map and have
 FD0859.an estimated accuracy of +/- 6 seconds.
 FD0859
 FD0859.The orthometric height was determined by differential leveling
 FD0859.and adjusted by the National Geodetic Survey in June 1991..
 FD0859
 FD0859.The geoid height was determined by GEOID03.
 FD0859
 FD0859.The dynamic height is computed by dividing the NAVD 88
 FD0859.geopotential number by the normal gravity value computed on the
 FD0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0859.degrees latitude (g = 980.6199 gals.).
 FD0859
 FD0859.The modeled gravity was interpolated from observed gravity values.
 FD0859
 FD0859;                    North         East    Units  Estimated Accuracy
 FD0859;SPC TN       -   105,260.      505,010.      MT  (+/- 180 meters Scaled)
 FD0859
 FD0859                          SUPERSEDED SURVEY CONTROL
 FD0859
 FD0859  NGVD 29 (??/??/92)  215.265  (m)          706.25   (f) ADJ UNCH    2 0
 FD0859
 FD0859.Superseded values are not recommended for survey control.
 FD0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0859.See file dsdata.txt to determine how the superseded data were derived.
 FD0859
 FD0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE959038(NAD 83)
 FD0859_MARKER: DB = BENCH MARK DISK
 FD0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0859_STAMPING: J 37 1934
 FD0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0859+STABILITY: SURFACE MOTION
 FD0859
 FD0859  HISTORY     - Date     Condition        Report By
 FD0859  HISTORY     - 1934     MONUMENTED       CGS
 FD0859
 FD0859                          STATION DESCRIPTION
 FD0859
 FD0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0859'8 MI N FROM PULASKI.
 FD0859'8.0 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FD0859'THE STATION AT PULASKI, GILES COUNTY, AT RIVERSBURG, 2 RAILS SOUTH
 FD0859'OF A ROAD CROSSING, 14 FEET EAST OF THE CENTERLINE OF THE TRACK,
 FD0859'10 FEET WEST OF A RED WAREHOUSE, 8 FEET SOUTH OF A CATTLE GUARD
 FD0859'AND FENCE CORNER, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 FD0859'STAMPED J 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1322 ***********************************************************************
 FC1322  DESIGNATION -  J 38
 FC1322  PID         -  FC1322
 FC1322  STATE/COUNTY-  TN/MARION
 FC1322  USGS QUAD   -  ORME (1974)
 FC1322
 FC1322                         *CURRENT SURVEY CONTROL
 FC1322  ___________________________________________________________________
 FC1322* NAD 83(1986)-  35 07 25.     (N)    085 45 51.     (W)     SCALED    
 FC1322* NAVD 88     -       192.064  (meters)     630.13   (feet)  ADJUSTED  
 FC1322  ___________________________________________________________________
 FC1322  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1322  DYNAMIC HT  -         191.877 (meters)     629.52  (feet)  COMP
 FC1322  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 FC1322
 FC1322  VERT ORDER  -  SECOND    CLASS 0
 FC1322
 FC1322.The horizontal coordinates were scaled from a topographic map and have
 FC1322.an estimated accuracy of +/- 6 seconds.
 FC1322
 FC1322.The orthometric height was determined by differential leveling
 FC1322.and adjusted by the National Geodetic Survey in June 1991..
 FC1322
 FC1322.The geoid height was determined by GEOID03.
 FC1322
 FC1322.The dynamic height is computed by dividing the NAVD 88
 FC1322.geopotential number by the normal gravity value computed on the
 FC1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1322.degrees latitude (g = 980.6199 gals.).
 FC1322
 FC1322.The modeled gravity was interpolated from observed gravity values.
 FC1322
 FC1322;                    North         East    Units  Estimated Accuracy
 FC1322;SPC TN       -    87,710.      621,500.      MT  (+/- 180 meters Scaled)
 FC1322
 FC1322                          SUPERSEDED SURVEY CONTROL
 FC1322
 FC1322  NGVD 29 (??/??/92)  192.062  (m)          630.12   (f) ADJ UNCH    2 0
 FC1322
 FC1322.Superseded values are not recommended for survey control.
 FC1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1322.See file dsdata.txt to determine how the superseded data were derived.
 FC1322
 FC1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD126874(NAD 83)
 FC1322_MARKER: DB = BENCH MARK DISK
 FC1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1322_STAMPING: J 38 1934
 FC1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1322+STABILITY: SURFACE MOTION
 FC1322
 FC1322  HISTORY     - Date     Condition        Report By
 FC1322  HISTORY     - 1934     MONUMENTED       CGS
 FC1322  HISTORY     - 1939     GOOD             NGS
 FC1322  HISTORY     - 1962     MARK NOT FOUND   NGS
 FC1322
 FC1322                          STATION DESCRIPTION
 FC1322
 FC1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FC1322'10.1 MI SE FROM MONTEAGLE.
 FC1322'IN MARION COUNTY, 10.1 MILES SOUTHEAST ALONG STATE HIGHWAY 2
 FC1322'FROM MONTEAGLE, GRUNDY COUNTY, IN THE LOIS CHAPEL CHURCHYARD,
 FC1322'30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 FC1322'NORTHWEST OF CENTERLINE OF DRIVE TO CHURCH AND 200 FEET
 FC1322'NORTHEAST OF CHURCH.  A STANDARD DISK, STAMPED J 38 1934 AND
 FC1322'SET IN THE TOP OF A CONCRETE POST.
 FC1322
 FC1322                          STATION RECOVERY (1962)
 FC1322
 FC1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1164 ***********************************************************************
 FC1164  DESIGNATION -  J 39
 FC1164  PID         -  FC1164
 FC1164  STATE/COUNTY-  TN/HAMILTON
 FC1164  USGS QUAD   -  CHATTANOOGA (1976)
 FC1164
 FC1164                         *CURRENT SURVEY CONTROL
 FC1164  ___________________________________________________________________
 FC1164* NAD 83(1986)-  35 03 42.     (N)    085 15 04.     (W)     SCALED    
 FC1164* NAVD 88     -       221.283  (meters)     725.99   (feet)  ADJUSTED  
 FC1164  ___________________________________________________________________
 FC1164  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1164  DYNAMIC HT  -         221.062 (meters)     725.27  (feet)  COMP
 FC1164  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FC1164
 FC1164  VERT ORDER  -  SECOND    CLASS 0
 FC1164
 FC1164.The horizontal coordinates were scaled from a topographic map and have
 FC1164.an estimated accuracy of +/- 6 seconds.
 FC1164
 FC1164.The orthometric height was determined by differential leveling
 FC1164.and adjusted by the National Geodetic Survey in June 1991..
 FC1164
 FC1164.The geoid height was determined by GEOID03.
 FC1164
 FC1164.The dynamic height is computed by dividing the NAVD 88
 FC1164.geopotential number by the normal gravity value computed on the
 FC1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1164.degrees latitude (g = 980.6199 gals.).
 FC1164
 FC1164.The modeled gravity was interpolated from observed gravity values.
 FC1164
 FC1164;                    North         East    Units  Estimated Accuracy
 FC1164;SPC TN       -    81,070.      668,320.      MT  (+/- 180 meters Scaled)
 FC1164
 FC1164                          SUPERSEDED SURVEY CONTROL
 FC1164
 FC1164  NGVD 29 (??/??/92)  221.311  (m)          726.08   (f) ADJ UNCH    2 0
 FC1164
 FC1164.Superseded values are not recommended for survey control.
 FC1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1164.See file dsdata.txt to determine how the superseded data were derived.
 FC1164
 FC1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD594812(NAD 83)
 FC1164_MARKER: DB = BENCH MARK DISK
 FC1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1164_SP_SET: BRIDGE
 FC1164_STAMPING: J 39 1934
 FC1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1164
 FC1164  HISTORY     - Date     Condition        Report By
 FC1164  HISTORY     - 1934     MONUMENTED       CGS
 FC1164  HISTORY     - 1965     GOOD             NGS
 FC1164  HISTORY     - 1972     GOOD             TVA
 FC1164  HISTORY     - 1983     GOOD             USPSQD
 FC1164
 FC1164                          STATION DESCRIPTION
 FC1164
 FC1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FC1164'AT EAST CHATTANOOGA.
 FC1164'AT EAST CHATTANOOGA, HAMILTON COUNTY, 10 RAILS WEST OF THE SOUTHERN
 FC1164'RAILWAY STATION, AT STEEL TRESTLE 237.8A OVER NORTH CHAMBERLAIN
 FC1164'AVENUE, AND IN THE TOP OF THE SOUTH SIDE OF THE WEST CONCRETE
 FC1164'ABUTMENT.  A STANDARD DISK, STAMPED J 39 1934.  NOTE-- THE
 FC1164'TRACKS AND THE TRESTLE HAVE BEEN REMOVED, BUT THE ABUTMENT IS
 FC1164'STILL STANDING.
 FC1164
 FC1164                          STATION RECOVERY (1972)
 FC1164
 FC1164'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1164'RECOVERED IN GOOD CONDITION.
 FC1164
 FC1164                          STATION RECOVERY (1983)
 FC1164
 FC1164'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0373 ***********************************************************************
 GC0373  DESIGNATION -  J 4
 GC0373  PID         -  GC0373
 GC0373  STATE/COUNTY-  TN/DAVIDSON
 GC0373  USGS QUAD   -  SCOTTSBORO (1983)
 GC0373
 GC0373                         *CURRENT SURVEY CONTROL
 GC0373  ___________________________________________________________________
 GC0373* NAD 83(1986)-  36 12 36.     (N)    086 55 39.     (W)     SCALED    
 GC0373* NAVD 88     -       134.157  (meters)     440.15   (feet)  ADJUSTED  
 GC0373  ___________________________________________________________________
 GC0373  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0373  DYNAMIC HT  -         134.042 (meters)     439.77  (feet)  COMP
 GC0373  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GC0373
 GC0373  VERT ORDER  -  FIRST     CLASS II
 GC0373
 GC0373.The horizontal coordinates were scaled from a topographic map and have
 GC0373.an estimated accuracy of +/- 6 seconds.
 GC0373
 GC0373.The orthometric height was determined by differential leveling
 GC0373.and adjusted by the National Geodetic Survey in June 1991..
 GC0373
 GC0373.The geoid height was determined by GEOID03.
 GC0373
 GC0373.The dynamic height is computed by dividing the NAVD 88
 GC0373.geopotential number by the normal gravity value computed on the
 GC0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0373.degrees latitude (g = 980.6199 gals.).
 GC0373
 GC0373.The modeled gravity was interpolated from observed gravity values.
 GC0373
 GC0373;                    North         East    Units  Estimated Accuracy
 GC0373;SPC TN       -   208,610.      516,600.      MT  (+/- 180 meters Scaled)
 GC0373
 GC0373                          SUPERSEDED SURVEY CONTROL
 GC0373
 GC0373  NGVD 29 (??/??/92)  134.188  (m)          440.25   (f) ADJ UNCH    1 2
 GC0373
 GC0373.Superseded values are not recommended for survey control.
 GC0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0373.See file dsdata.txt to determine how the superseded data were derived.
 GC0373
 GC0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF065072(NAD 83)
 GC0373_MARKER: DB = BENCH MARK DISK
 GC0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0373_STAMPING: J 4 1921 ELEV 440.616 FT
 GC0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0373+STABILITY: SURFACE MOTION
 GC0373
 GC0373  HISTORY     - Date     Condition        Report By
 GC0373  HISTORY     - 1921     MONUMENTED       CGS
 GC0373  HISTORY     - 1949     GOOD             NGS
 GC0373  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0373
 GC0373                          STATION DESCRIPTION
 GC0373
 GC0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC0373'8.1 MI NW FROM NASHVILLE.
 GC0373'8.1 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0373'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, AT THE ROAD CROSSING
 GC0373'AT SCOTTSBORO, 150 FEET SOUTHWEST OF MILE POST 19, 143 FEET SOUTH
 GC0373'AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF A SECTION HOUSE,
 GC0373'97 FEET SOUTHWEST OF A WELL, 99 FEET SOUTH-SOUTHEAST OF THE CENTER
 GC0373'OF THE ROAD CROSSING AND MAIN TRACK, 21 FEET EAST OF THE CENTER
 GC0373'LINE OF THE ROAD SOUTH, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 GC0373'71 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 221, ABOUT 2 1/2 FEET
 GC0373'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GC0373'7 INCHES.
 GC0373
 GC0373                          STATION RECOVERY (1984)
 GC0373
 GC0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0373'SEARCHED FOR BUT NOT RECOVERED.  THE SECTION HOUSE IS GONE AS IS
 GC0373'MILEPOST MARKER NUMBER 19, REPLACED WITH MILEPOST NUMBER 196.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1203 ***********************************************************************
 FC1203  DESIGNATION -  J 41
 FC1203  PID         -  FC1203
 FC1203  STATE/COUNTY-  TN/HAMILTON
 FC1203  USGS QUAD   -  CHATTANOOGA (1976)
 FC1203
 FC1203                         *CURRENT SURVEY CONTROL
 FC1203  ___________________________________________________________________
 FC1203* NAD 83(1986)-  35 01 14.     (N)    085 21 49.     (W)     SCALED    
 FC1203* NAVD 88     -       212.373  (meters)     696.76   (feet)  ADJUSTED  
 FC1203  ___________________________________________________________________
 FC1203  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FC1203  DYNAMIC HT  -         212.162 (meters)     696.07  (feet)  COMP
 FC1203  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 FC1203
 FC1203  VERT ORDER  -  FIRST     CLASS II
 FC1203
 FC1203.The horizontal coordinates were scaled from a topographic map and have
 FC1203.an estimated accuracy of +/- 6 seconds.
 FC1203
 FC1203.The orthometric height was determined by differential leveling
 FC1203.and adjusted by the National Geodetic Survey in June 1991..
 FC1203
 FC1203.The geoid height was determined by GEOID03.
 FC1203
 FC1203.The dynamic height is computed by dividing the NAVD 88
 FC1203.geopotential number by the normal gravity value computed on the
 FC1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1203.degrees latitude (g = 980.6199 gals.).
 FC1203
 FC1203.The modeled gravity was interpolated from observed gravity values.
 FC1203
 FC1203;                    North         East    Units  Estimated Accuracy
 FC1203;SPC TN       -    76,440.      658,080.      MT  (+/- 180 meters Scaled)
 FC1203
 FC1203                          SUPERSEDED SURVEY CONTROL
 FC1203
 FC1203  NGVD 29 (??/??/92)  212.400  (m)          696.85   (f) ADJ UNCH    1 2
 FC1203
 FC1203.Superseded values are not recommended for survey control.
 FC1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1203.See file dsdata.txt to determine how the superseded data were derived.
 FC1203
 FC1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD492765(NAD 83)
 FC1203_MARKER: DB = BENCH MARK DISK
 FC1203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1203_SP_SET: OVERPASS
 FC1203_STAMPING: J 41 1934
 FC1203_MARK LOGO: CGS   
 FC1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1203
 FC1203  HISTORY     - Date     Condition        Report By
 FC1203  HISTORY     - 1934     MONUMENTED       CGS
 FC1203  HISTORY     - 1950     GOOD             NGS
 FC1203  HISTORY     - 1962     GOOD             NGS
 FC1203  HISTORY     - 1983     GOOD             NGS
 FC1203
 FC1203                          STATION DESCRIPTION
 FC1203
 FC1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1203'1.1 MI NE FROM WAUHATCHIE.
 FC1203'ABOUT 1.1 MILES NORTHEAST ALONG THE ALABAMA GREAT SOUTHERN
 FC1203'RAILROAD FROM THE CONTROL TOWER AT WAUHATCHIE, SET IN THE TOP
 FC1203'OF THE NORTHWEST HEADWALL OF THE OVERPASS OVER U.S. HIGHWAYS 11
 FC1203'AND 64, 111 FEET NORTHEAST OF THE NORTHEAST END OF THE NASHVILLE,
 FC1203'CHATTANOOGA AND ST. LOUIS RAILWAY UNDERPASS UNDER A.G.S. RR.,
 FC1203'9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHWEST BOUND
 FC1203'TRACK AND ABOUT LEVEL WITH THE TRACK.
 FC1203
 FC1203                          STATION RECOVERY (1962)
 FC1203
 FC1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1203'RECOVERED IN GOOD CONDITION.
 FC1203
 FC1203                          STATION RECOVERY (1983)
 FC1203
 FC1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0977 ***********************************************************************
 FC0977  DESIGNATION -  J 42
 FC0977  PID         -  FC0977
 FC0977  STATE/COUNTY-  TN/BLEDSOE
 FC0977  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC0977
 FC0977                         *CURRENT SURVEY CONTROL
 FC0977  ___________________________________________________________________
 FC0977* NAD 83(1986)-  35 39 29.     (N)    085 08 55.     (W)     SCALED    
 FC0977* NAVD 88     -       270.082  (meters)     886.09   (feet)  ADJUSTED  
 FC0977  ___________________________________________________________________
 FC0977  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FC0977  DYNAMIC HT  -         269.829 (meters)     885.26  (feet)  COMP
 FC0977  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FC0977
 FC0977  VERT ORDER  -  SECOND    CLASS 0
 FC0977
 FC0977.The horizontal coordinates were scaled from a topographic map and have
 FC0977.an estimated accuracy of +/- 6 seconds.
 FC0977
 FC0977.The orthometric height was determined by differential leveling
 FC0977.and adjusted by the National Geodetic Survey in June 1991..
 FC0977
 FC0977.The geoid height was determined by GEOID03.
 FC0977
 FC0977.The dynamic height is computed by dividing the NAVD 88
 FC0977.geopotential number by the normal gravity value computed on the
 FC0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0977.degrees latitude (g = 980.6199 gals.).
 FC0977
 FC0977.The modeled gravity was interpolated from observed gravity values.
 FC0977
 FC0977;                    North         East    Units  Estimated Accuracy
 FC0977;SPC TN       -   147,310.      677,090.      MT  (+/- 180 meters Scaled)
 FC0977
 FC0977                          SUPERSEDED SURVEY CONTROL
 FC0977
 FC0977  NGVD 29 (??/??/92)  270.133  (m)          886.26   (f) ADJ UNCH    2 0
 FC0977
 FC0977.Superseded values are not recommended for survey control.
 FC0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0977.See file dsdata.txt to determine how the superseded data were derived.
 FC0977
 FC0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE675476(NAD 83)
 FC0977_MARKER: DB = BENCH MARK DISK
 FC0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0977_STAMPING: J 42 1934
 FC0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0977+STABILITY: SURFACE MOTION
 FC0977
 FC0977  HISTORY     - Date     Condition        Report By
 FC0977  HISTORY     - 1934     MONUMENTED       CGS
 FC0977  HISTORY     - 1934     GOOD             NGS
 FC0977
 FC0977                          STATION DESCRIPTION
 FC0977
 FC0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0977'4.4 MI N FROM PIKEVILLE.
 FC0977'4.4 MILES NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0977'COUNTY, 45 YARDS WEST OF THE NORTHWEST CORNER OF THE COLD
 FC0977'SPRINGS SCHOOL, 30 FEET NORTH OF A SIDEWALK, 31 FEET EAST OF
 FC0977'THE CENTERLINE OF THE HIGHWAY, 42 FEET SOUTH OF A FENCE CORNER,
 FC0977'AND 2 FEET EAST OF THE YARD FENCE.  A STANDARD DISK, STAMPED
 FC0977'J 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1022 ***********************************************************************
 FC1022  DESIGNATION -  J 43
 FC1022  PID         -  FC1022
 FC1022  STATE/COUNTY-  TN/VAN BUREN
 FC1022  USGS QUAD   -  SPENCER (1974)
 FC1022
 FC1022                         *CURRENT SURVEY CONTROL
 FC1022  ___________________________________________________________________
 FC1022* NAD 83(1986)-  35 44 00.     (N)    085 26 13.     (W)     SCALED    
 FC1022* NAVD 88     -       529.595  (meters)    1737.51   (feet)  ADJUSTED  
 FC1022  ___________________________________________________________________
 FC1022  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FC1022  DYNAMIC HT  -         529.107 (meters)    1735.91  (feet)  COMP
 FC1022  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 FC1022
 FC1022  VERT ORDER  -  SECOND    CLASS 0
 FC1022
 FC1022.The horizontal coordinates were scaled from a topographic map and have
 FC1022.an estimated accuracy of +/- 6 seconds.
 FC1022
 FC1022.The orthometric height was determined by differential leveling
 FC1022.and adjusted by the National Geodetic Survey in June 1991..
 FC1022
 FC1022.The geoid height was determined by GEOID03.
 FC1022
 FC1022.The dynamic height is computed by dividing the NAVD 88
 FC1022.geopotential number by the normal gravity value computed on the
 FC1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1022.degrees latitude (g = 980.6199 gals.).
 FC1022
 FC1022.The modeled gravity was interpolated from observed gravity values.
 FC1022
 FC1022;                    North         East    Units  Estimated Accuracy
 FC1022;SPC TN       -   155,480.      650,940.      MT  (+/- 180 meters Scaled)
 FC1022
 FC1022                          SUPERSEDED SURVEY CONTROL
 FC1022
 FC1022  NGVD 29 (??/??/92)  529.650  (m)         1737.69   (f) ADJ UNCH    2 0
 FC1022
 FC1022.Superseded values are not recommended for survey control.
 FC1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1022.See file dsdata.txt to determine how the superseded data were derived.
 FC1022
 FC1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE413554(NAD 83)
 FC1022_MARKER: DB = BENCH MARK DISK
 FC1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1022_STAMPING: J 43 1934
 FC1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1022+STABILITY: SURFACE MOTION
 FC1022
 FC1022  HISTORY     - Date     Condition        Report By
 FC1022  HISTORY     - 1934     MONUMENTED       CGS
 FC1022  HISTORY     - 1952     GOOD             NGS
 FC1022
 FC1022                          STATION DESCRIPTION
 FC1022
 FC1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1022'1.8 MI S FROM SPENCER.
 FC1022'1.8 MILES SOUTH ALONG STATE HIGHWAY 30 FROM SPENCER, VAN BUREN COUNTY,
 FC1022'ON THE TOP OF A MOUNTAIN, 100 FEET NORTHEAST OF LOG CABIN, 30
 FC1022'FEET FROM THE HIGHWAY, 10 FEET FROM THE EDGE OF A BANK, AND ABOUT
 FC1022'3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 43
 FC1022'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1049 ***********************************************************************
 FC1049  DESIGNATION -  J 44
 FC1049  PID         -  FC1049
 FC1049  STATE/COUNTY-  TN/RHEA
 FC1049  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1049
 FC1049                         *CURRENT SURVEY CONTROL
 FC1049  ___________________________________________________________________
 FC1049* NAD 83(1986)-  35 33 03.     (N)    085 04 17.     (W)     SCALED    
 FC1049* NAVD 88     -       573.527  (meters)    1881.65   (feet)  ADJUSTED  
 FC1049  ___________________________________________________________________
 FC1049  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 FC1049  DYNAMIC HT  -         572.956 (meters)    1879.77  (feet)  COMP
 FC1049  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 FC1049
 FC1049  VERT ORDER  -  SECOND    CLASS 0
 FC1049
 FC1049.The horizontal coordinates were scaled from a topographic map and have
 FC1049.an estimated accuracy of +/- 6 seconds.
 FC1049
 FC1049.The orthometric height was determined by differential leveling
 FC1049.and adjusted by the National Geodetic Survey in June 1991..
 FC1049
 FC1049.The geoid height was determined by GEOID03.
 FC1049
 FC1049.The dynamic height is computed by dividing the NAVD 88
 FC1049.geopotential number by the normal gravity value computed on the
 FC1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1049.degrees latitude (g = 980.6199 gals.).
 FC1049
 FC1049.The modeled gravity was interpolated from observed gravity values.
 FC1049
 FC1049;                    North         East    Units  Estimated Accuracy
 FC1049;SPC TN       -   135,480.      684,200.      MT  (+/- 180 meters Scaled)
 FC1049
 FC1049                          SUPERSEDED SURVEY CONTROL
 FC1049
 FC1049  NGVD 29 (??/??/92)  573.580  (m)         1881.82   (f) ADJ UNCH    2 0
 FC1049
 FC1049.Superseded values are not recommended for survey control.
 FC1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1049.See file dsdata.txt to determine how the superseded data were derived.
 FC1049
 FC1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE748358(NAD 83)
 FC1049_MARKER: DB = BENCH MARK DISK
 FC1049_SETTING: 0 = UNSPECIFIED SETTING
 FC1049_STAMPING: J 44 1934
 FC1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1049
 FC1049  HISTORY     - Date     Condition        Report By
 FC1049  HISTORY     - 1934     MONUMENTED       CGS
 FC1049  HISTORY     - 1952     GOOD             NGS
 FC1049  HISTORY     - 1972     MARK NOT FOUND   TVA
 FC1049
 FC1049                          STATION DESCRIPTION
 FC1049
 FC1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1049'6.4 MI NW FROM DAYTON.
 FC1049'6.4 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA
 FC1049'COUNTY, 550 FEET WEST OF THE TOP OF A HILL, AT THE S.A. TAYLOR
 FC1049'HOME IN 1952, 65.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FC1049'HOUSE, 39.7 FEET SOUTH OF AN 8-INCH POST OAK TREE, 48 FEET
 FC1049'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND UNDER 0.6 FOOT
 FC1049'OF GRAVEL IN THE DRIVEWAY.  A STANDARD DISK, STAMPED J 44 1934.
 FC1049
 FC1049                          STATION RECOVERY (1972)
 FC1049
 FC1049'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3257 ***********************************************************************
 GA3257  DESIGNATION -  J 45 RESET
 GA3257  PID         -  GA3257
 GA3257  STATE/COUNTY-  TN/KNOX
 GA3257  USGS QUAD   -  JOHN SEVIER (1992)
 GA3257
 GA3257                         *CURRENT SURVEY CONTROL
 GA3257  ___________________________________________________________________
 GA3257* NAD 83(1986)-  36 05 12.     (N)    083 50 08.     (W)     SCALED    
 GA3257* NAVD 88     -       322.25   (meters)    1057.2    (feet)  RESET     
 GA3257  ___________________________________________________________________
 GA3257  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA3257
 GA3257  VERT ORDER  -  THIRD
 GA3257
 GA3257.The horizontal coordinates were scaled from a topographic map and have
 GA3257.an estimated accuracy of +/- 6 seconds.
 GA3257
 GA3257.The orthometric height was computed from unverified reset data.
 GA3257.No vertical observational check was made to the station.
 GA3257
 GA3257.The geoid height was determined by GEOID03.
 GA3257
 GA3257;                    North         East    Units  Estimated Accuracy
 GA3257;SPC TN       -   196,690.      794,920.      MT  (+/- 180 meters Scaled)
 GA3257
 GA3257                          SUPERSEDED SURVEY CONTROL
 GA3257
 GA3257  NGVD 29 (10/12/01)  322.35   (m)         1057.6    (f) RESET       3  
 GA3257
 GA3257.Superseded values are not recommended for survey control.
 GA3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3257.See file dsdata.txt to determine how the superseded data were derived.
 GA3257
 GA3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV446972(NAD 83)
 GA3257_MARKER: DB = BENCH MARK DISK
 GA3257_SETTING: 0 = UNSPECIFIED SETTING
 GA3257_STAMPING: J 45 RESET 1977
 GA3257_MARK LOGO: NGS   
 GA3257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3257
 GA3257  HISTORY     - Date     Condition        Report By
 GA3257  HISTORY     - 1977     MONUMENTED       NGS
 GA3257
 GA3257                          STATION DESCRIPTION
 GA3257
 GA3257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GA3257'IN MALONEYVILLE.
 GA3257'AT THE CROSSING OF THE SOUTHERN RAILROAD AND MALONEYVILLE ROAD IN
 GA3257'MALONEYVILLE, 12 FEET WEST OF A POWER POLE, 15 FEET NORTH OF THE
 GA3257'CENTERLINE OF MALONEYVILLE ROAD, 25 FEET EAST OF THE EAST RAIL OF
 GA3257'THE RAILROAD, 77 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, A
 GA3257'PRE-CAST ALUMINUM MONUMENT, WITH MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2692 ***********************************************************************
 GA2692  DESIGNATION -  J 46
 GA2692  PID         -  GA2692
 GA2692  STATE/COUNTY-  TN/CLAIBORNE
 GA2692  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2692
 GA2692                         *CURRENT SURVEY CONTROL
 GA2692  ___________________________________________________________________
 GA2692* NAD 83(1986)-  36 30 00.     (N)    083 41 19.     (W)     SCALED    
 GA2692* NAVD 88     -       317.276  (meters)    1040.93   (feet)  ADJUSTED  
 GA2692  ___________________________________________________________________
 GA2692  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA2692  DYNAMIC HT  -         316.989 (meters)    1039.99  (feet)  COMP
 GA2692  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 GA2692
 GA2692  VERT ORDER  -  SECOND    CLASS 0
 GA2692
 GA2692.The horizontal coordinates were scaled from a topographic map and have
 GA2692.an estimated accuracy of +/- 6 seconds.
 GA2692
 GA2692.The orthometric height was determined by differential leveling
 GA2692.and adjusted by the National Geodetic Survey in June 1991..
 GA2692
 GA2692.The geoid height was determined by GEOID03.
 GA2692
 GA2692.The dynamic height is computed by dividing the NAVD 88
 GA2692.geopotential number by the normal gravity value computed on the
 GA2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2692.degrees latitude (g = 980.6199 gals.).
 GA2692
 GA2692.The modeled gravity was interpolated from observed gravity values.
 GA2692
 GA2692;                    North         East    Units  Estimated Accuracy
 GA2692;SPC TN       -   242,840.      807,060.      MT  (+/- 180 meters Scaled)
 GA2692
 GA2692                          SUPERSEDED SURVEY CONTROL
 GA2692
 GA2692  NGVD 29 (??/??/92)  317.413  (m)         1041.38   (f) ADJ UNCH    2 0
 GA2692
 GA2692.Superseded values are not recommended for survey control.
 GA2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2692.See file dsdata.txt to determine how the superseded data were derived.
 GA2692
 GA2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA591427(NAD 83)
 GA2692_MARKER: DB = BENCH MARK DISK
 GA2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2692_STAMPING: J 46 1934
 GA2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2692+STABILITY: SURFACE MOTION
 GA2692
 GA2692  HISTORY     - Date     Condition        Report By
 GA2692  HISTORY     - 1934     MONUMENTED       CGS
 GA2692  HISTORY     - 1949     MARK NOT FOUND   TVA
 GA2692
 GA2692                          STATION DESCRIPTION
 GA2692
 GA2692'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 GA2692'4 MI S FROM ARTHUR.
 GA2692'4.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2692'ARTHUR, CLAIBORNE COUNTY, 18 RAILS SOUTH OF THE STATION SIGN AT
 GA2692'COMBS, 4 POLES NORTH OF MILEPOST 57, AND 20 FEET WEST OF THE
 GA2692'TRACK.  A STANDARD DISK, STAMPED J 46 1934 AND SET IN THE TOP OF
 GA2692'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1153 ***********************************************************************
 FB1153  DESIGNATION -  J 47
 FB1153  PID         -  FB1153
 FB1153  STATE/COUNTY-  TN/SEVIER
 FB1153  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1153
 FB1153                         *CURRENT SURVEY CONTROL
 FB1153  ___________________________________________________________________
 FB1153* NAD 83(1986)-  35 55 00.     (N)    083 21 13.     (W)     SCALED    
 FB1153* NAVD 88     -       368.558  (meters)    1209.18   (feet)  ADJUSTED  
 FB1153  ___________________________________________________________________
 FB1153  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1153  DYNAMIC HT  -         368.210 (meters)    1208.04  (feet)  COMP
 FB1153  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 FB1153
 FB1153  VERT ORDER  -  SECOND    CLASS 0
 FB1153
 FB1153.The horizontal coordinates were scaled from a topographic map and have
 FB1153.an estimated accuracy of +/- 6 seconds.
 FB1153
 FB1153.The orthometric height was determined by differential leveling
 FB1153.and adjusted by the National Geodetic Survey in June 1991..
 FB1153
 FB1153.The geoid height was determined by GEOID03.
 FB1153
 FB1153.The dynamic height is computed by dividing the NAVD 88
 FB1153.geopotential number by the normal gravity value computed on the
 FB1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1153.degrees latitude (g = 980.6199 gals.).
 FB1153
 FB1153.The modeled gravity was interpolated from observed gravity values.
 FB1153
 FB1153;                    North         East    Units  Estimated Accuracy
 FB1153;SPC TN       -   178,900.      838,820.      MT  (+/- 180 meters Scaled)
 FB1153
 FB1153                          SUPERSEDED SURVEY CONTROL
 FB1153
 FB1153  NGVD 29 (??/??/92)  368.712  (m)         1209.68   (f) ADJ UNCH    2 0
 FB1153
 FB1153.Superseded values are not recommended for survey control.
 FB1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1153.See file dsdata.txt to determine how the superseded data were derived.
 FB1153
 FB1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV876772(NAD 83)
 FB1153_MARKER: DB = BENCH MARK DISK
 FB1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1153_STAMPING: J 47 1934
 FB1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1153+STABILITY: SURFACE MOTION
 FB1153
 FB1153  HISTORY     - Date     Condition        Report By
 FB1153  HISTORY     - 1934     MONUMENTED       CGS
 FB1153  HISTORY     - 1936     GOOD             NGS
 FB1153
 FB1153                          STATION DESCRIPTION
 FB1153
 FB1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1153'11.4 MI W FROM NEWPORT.
 FB1153'IN SEVIER COUNTY, 11.4 MILES WEST ALONG STATE HIGHWAY 35 FROM
 FB1153'NEWPORT, COCKE COUNTY, ON THE J.R. BATSON PROPERTY, 10 FEET EAST
 FB1153'OF A DRIVE LEADING TO THE FARMHOUSE, 1.4 MILES SOUTHWEST OF
 FB1153'CHESTNUT HILL, 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FB1153'25 FEET NORTHEAST OF THE SOUTH-MOST OF 3 MAPLE TREES AND IN THE
 FB1153'SOUTHWEST CORNER OF THE GARDEN FENCE, 33.4 FEET SOUTHEAST OF
 FB1153'THE SOUTHEAST CORNER OF CONCRETE PORCH, 1 FEET SOUTHEAST OF A
 FB1153'FENCE LINE, AND 1 FOOT NORTH OF STEEL WITNESS POST.  A STANDARD
 FB1153'DISK, STAMPED J 47 1934 AND SET IN THE TOP OF A CONCRETE POST
 FB1153'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0965 ***********************************************************************
 GB0965  DESIGNATION -  J 48
 GB0965  PID         -  GB0965
 GB0965  STATE/COUNTY-  TN/FENTRESS
 GB0965  USGS QUAD   -  GRIMSLEY (1984)
 GB0965
 GB0965                         *CURRENT SURVEY CONTROL
 GB0965  ___________________________________________________________________
 GB0965* NAD 83(1986)-  36 17 35.     (N)    084 58 29.     (W)     SCALED    
 GB0965* NAVD 88     -       525.857  (meters)    1725.25   (feet)  ADJUSTED  
 GB0965  ___________________________________________________________________
 GB0965  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0965  DYNAMIC HT  -         525.384 (meters)    1723.70  (feet)  COMP
 GB0965  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 GB0965
 GB0965  VERT ORDER  -  SECOND    CLASS 0
 GB0965
 GB0965.The horizontal coordinates were scaled from a topographic map and have
 GB0965.an estimated accuracy of +/- 6 seconds.
 GB0965
 GB0965.The orthometric height was determined by differential leveling
 GB0965.and adjusted by the National Geodetic Survey in June 1991..
 GB0965
 GB0965.The geoid height was determined by GEOID03.
 GB0965
 GB0965.The dynamic height is computed by dividing the NAVD 88
 GB0965.geopotential number by the normal gravity value computed on the
 GB0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0965.degrees latitude (g = 980.6199 gals.).
 GB0965
 GB0965.The modeled gravity was interpolated from observed gravity values.
 GB0965
 GB0965;                    North         East    Units  Estimated Accuracy
 GB0965;SPC TN       -   217,920.      692,100.      MT  (+/- 180 meters Scaled)
 GB0965
 GB0965                          SUPERSEDED SURVEY CONTROL
 GB0965
 GB0965  NGVD 29 (??/??/92)  525.946  (m)         1725.54   (f) ADJ UNCH    2 0
 GB0965
 GB0965.Superseded values are not recommended for survey control.
 GB0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0965.See file dsdata.txt to determine how the superseded data were derived.
 GB0965
 GB0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF818183(NAD 83)
 GB0965_MARKER: DB = BENCH MARK DISK
 GB0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0965_STAMPING: J 48 1934
 GB0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0965+STABILITY: SURFACE MOTION
 GB0965
 GB0965  HISTORY     - Date     Condition        Report By
 GB0965  HISTORY     - 1934     MONUMENTED       CGS
 GB0965
 GB0965                          STATION DESCRIPTION
 GB0965
 GB0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0965'1.8 MI NE FROM GRIMSLEY.
 GB0965'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM GRIMLSEY,
 GB0965'FENTRESS COUNTY, 120 FEET SOUTHEAST OF A FARMHOUSE AT THE SUMMIT
 GB0965'OF A HILL ON THE WEST SIDE OF THE HIGHWAY, 35 FEET EAST OF THE
 GB0965'CENTERLINE OF THE HIGHWAY, 18 FEET FROM THE EDGE OF A BANK,
 GB0965'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GB0965'STAMPED J 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0950 ***********************************************************************
 GB0950  DESIGNATION -  J 49
 GB0950  PID         -  GB0950
 GB0950  STATE/COUNTY-  TN/SCOTT
 GB0950  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0950
 GB0950                         *CURRENT SURVEY CONTROL
 GB0950  ___________________________________________________________________
 GB0950* NAD 83(1986)-  36 24 59.     (N)    084 30 15.     (W)     SCALED    
 GB0950* NAVD 88     -       405.515  (meters)    1330.43   (feet)  ADJUSTED  
 GB0950  ___________________________________________________________________
 GB0950  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GB0950  DYNAMIC HT  -         405.173 (meters)    1329.31  (feet)  COMP
 GB0950  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 GB0950
 GB0950  VERT ORDER  -  SECOND    CLASS 0
 GB0950
 GB0950.The horizontal coordinates were scaled from a topographic map and have
 GB0950.an estimated accuracy of +/- 6 seconds.
 GB0950
 GB0950.The orthometric height was determined by differential leveling
 GB0950.and adjusted by the National Geodetic Survey in June 1991..
 GB0950
 GB0950.The geoid height was determined by GEOID03.
 GB0950
 GB0950.The dynamic height is computed by dividing the NAVD 88
 GB0950.geopotential number by the normal gravity value computed on the
 GB0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0950.degrees latitude (g = 980.6199 gals.).
 GB0950
 GB0950.The modeled gravity was interpolated from observed gravity values.
 GB0950
 GB0950;                    North         East    Units  Estimated Accuracy
 GB0950;SPC TN       -   232,140.      734,150.      MT  (+/- 180 meters Scaled)
 GB0950
 GB0950                          SUPERSEDED SURVEY CONTROL
 GB0950
 GB0950  NGVD 29 (??/??/92)  405.646  (m)         1330.86   (f) ADJ UNCH    2 0
 GB0950
 GB0950.Superseded values are not recommended for survey control.
 GB0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0950.See file dsdata.txt to determine how the superseded data were derived.
 GB0950
 GB0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF237330(NAD 83)
 GB0950_MARKER: DB = BENCH MARK DISK
 GB0950_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0950_SP_SET: BRIDGE
 GB0950_STAMPING: J 49 1934
 GB0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0950
 GB0950  HISTORY     - Date     Condition        Report By
 GB0950  HISTORY     - 1934     MONUMENTED       CGS
 GB0950  HISTORY     - 1935     GOOD             NGS
 GB0950
 GB0950                          STATION DESCRIPTION
 GB0950
 GB0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0950'1.1 MI W FROM HUNTSVILLE.
 GB0950'1.1 MILES WEST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT
 GB0950'COUNTY, AT THE CONCRETE BRIDGE OVER FLAT RIVER, AND IN THE TOP
 GB0950'OF THE NORTHWEST WING WALL.  A STANDARD DISK, STAMPED J 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2695 ***********************************************************************
 GB2695  DESIGNATION -  J 49 RESET
 GB2695  PID         -  GB2695
 GB2695  STATE/COUNTY-  TN/SCOTT
 GB2695  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB2695
 GB2695                         *CURRENT SURVEY CONTROL
 GB2695  ___________________________________________________________________
 GB2695* NAD 83(1986)-  36 24 59.     (N)    084 30 15.     (W)     SCALED    
 GB2695* NAVD 88     -       405.44   (meters)    1330.2    (feet)  RESET     
 GB2695  ___________________________________________________________________
 GB2695  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GB2695
 GB2695  VERT ORDER  -  THIRD
 GB2695
 GB2695.The horizontal coordinates were scaled from a topographic map and have
 GB2695.an estimated accuracy of +/- 6 seconds.
 GB2695
 GB2695.The orthometric height was computed from unverified reset data.
 GB2695.No vertical observational check was made to the station.
 GB2695
 GB2695.The geoid height was determined by GEOID03.
 GB2695
 GB2695;                    North         East    Units  Estimated Accuracy
 GB2695;SPC TN       -   232,140.      734,150.      MT  (+/- 180 meters Scaled)
 GB2695
 GB2695                          SUPERSEDED SURVEY CONTROL
 GB2695
 GB2695  NGVD 29 (10/12/01)  405.57   (m)         1330.6    (f) RESET       3  
 GB2695
 GB2695.Superseded values are not recommended for survey control.
 GB2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2695.See file dsdata.txt to determine how the superseded data were derived.
 GB2695
 GB2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF237330(NAD 83)
 GB2695_MARKER: DB = BENCH MARK DISK
 GB2695_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GB2695_SP_SET: WINGWALL
 GB2695_STAMPING: J 49 RESET 1983
 GB2695_MARK LOGO: TNHD  
 GB2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2695+STABILITY: SURFACE MOTION
 GB2695
 GB2695  HISTORY     - Date     Condition        Report By
 GB2695  HISTORY     - 1983     MONUMENTED       TNHD
 GB2695
 GB2695                          STATION DESCRIPTION
 GB2695
 GB2695'DESCRIBED BY TN HIGHWAY DEPT 1983
 GB2695'1.8 KM (1.10 MI) WEST FROM HUNTSVILLE.
 GB2695'1.1 MILES WEST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, AT THE CONCRETE
 GB2695'BRIDGE OVER FLAT CREEK, AND IN THE TOP OF THE NORTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0579 ***********************************************************************
 GB0579  DESIGNATION -  J 50
 GB0579  PID         -  GB0579
 GB0579  STATE/COUNTY-  TN/ANDERSON
 GB0579  USGS QUAD   -  LAKE CITY (1973)
 GB0579
 GB0579                         *CURRENT SURVEY CONTROL
 GB0579  ___________________________________________________________________
 GB0579* NAD 83(1986)-  36 10 57.     (N)    084 08 44.     (W)     SCALED    
 GB0579* NAVD 88     -       273.601  (meters)     897.64   (feet)  ADJUSTED  
 GB0579  ___________________________________________________________________
 GB0579  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 GB0579  DYNAMIC HT  -         273.355 (meters)     896.83  (feet)  COMP
 GB0579  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 GB0579
 GB0579  VERT ORDER  -  SECOND    CLASS 0
 GB0579
 GB0579.The horizontal coordinates were scaled from a topographic map and have
 GB0579.an estimated accuracy of +/- 6 seconds.
 GB0579
 GB0579.The orthometric height was determined by differential leveling
 GB0579.and adjusted by the National Geodetic Survey in June 1991..
 GB0579
 GB0579.The geoid height was determined by GEOID03.
 GB0579
 GB0579.The dynamic height is computed by dividing the NAVD 88
 GB0579.geopotential number by the normal gravity value computed on the
 GB0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0579.degrees latitude (g = 980.6199 gals.).
 GB0579
 GB0579.The modeled gravity was interpolated from observed gravity values.
 GB0579
 GB0579;                    North         East    Units  Estimated Accuracy
 GB0579;SPC TN       -   206,750.      766,800.      MT  (+/- 180 meters Scaled)
 GB0579
 GB0579                          SUPERSEDED SURVEY CONTROL
 GB0579
 GB0579  NGVD 29 (??/??/92)  273.736  (m)          898.08   (f) ADJ UNCH    2 0
 GB0579
 GB0579.Superseded values are not recommended for survey control.
 GB0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0579.See file dsdata.txt to determine how the superseded data were derived.
 GB0579
 GB0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF567079(NAD 83)
 GB0579_MARKER: DB = BENCH MARK DISK
 GB0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0579_STAMPING: J 50 1934
 GB0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0579+STABILITY: SURFACE MOTION
 GB0579
 GB0579  HISTORY     - Date     Condition        Report By
 GB0579  HISTORY     - 1934     MONUMENTED       CGS
 GB0579  HISTORY     - 1949     GOOD             NGS
 GB0579  HISTORY     - 1973     MARK NOT FOUND   TVA
 GB0579
 GB0579                          STATION DESCRIPTION
 GB0579
 GB0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0579'2.6 MI S FROM COAL CREEK.
 GB0579'2.6 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0579'ANDERSON COUNTY, 12 FEET NORTH OF A ROAD CROSSING, 15 FEET
 GB0579'EAST OF THE TRACK, 1 FOOT WEST OF A CORNER POST, AND NEAR A STEEL
 GB0579'POST WITH A CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED J 50 1934
 GB0579'AND SET IN THE TOP OF A CONCRETE POST.
 GB0579
 GB0579                          STATION RECOVERY (1973)
 GB0579
 GB0579'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0114 ***********************************************************************
 GB0114  DESIGNATION -  J 51
 GB0114  PID         -  GB0114
 GB0114  STATE/COUNTY-  TN/CAMPBELL
 GB0114  USGS QUAD   -  JELLICO EAST (1982)
 GB0114
 GB0114                         *CURRENT SURVEY CONTROL
 GB0114  ___________________________________________________________________
 GB0114* NAD 83(1986)-  36 33 04.     (N)    084 02 54.     (W)     SCALED    
 GB0114* NAVD 88     -       322.260  (meters)    1057.28   (feet)  ADJUSTED  
 GB0114  ___________________________________________________________________
 GB0114  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 GB0114  DYNAMIC HT  -         321.980 (meters)    1056.36  (feet)  COMP
 GB0114  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 GB0114
 GB0114  VERT ORDER  -  SECOND    CLASS 0
 GB0114
 GB0114.The horizontal coordinates were scaled from a topographic map and have
 GB0114.an estimated accuracy of +/- 6 seconds.
 GB0114
 GB0114.The orthometric height was determined by differential leveling
 GB0114.and adjusted by the National Geodetic Survey in June 1991..
 GB0114
 GB0114.The geoid height was determined by GEOID03.
 GB0114
 GB0114.The dynamic height is computed by dividing the NAVD 88
 GB0114.geopotential number by the normal gravity value computed on the
 GB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0114.degrees latitude (g = 980.6199 gals.).
 GB0114
 GB0114.The modeled gravity was interpolated from observed gravity values.
 GB0114
 GB0114;                    North         East    Units  Estimated Accuracy
 GB0114;SPC TN       -   247,810.      774,730.      MT  (+/- 180 meters Scaled)
 GB0114
 GB0114                          SUPERSEDED SURVEY CONTROL
 GB0114
 GB0114  NGVD 29 (??/??/92)  322.407  (m)         1057.76   (f) ADJ UNCH    2 0
 GB0114
 GB0114.Superseded values are not recommended for survey control.
 GB0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0114.See file dsdata.txt to determine how the superseded data were derived.
 GB0114
 GB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF641491(NAD 83)
 GB0114_MARKER: DB = BENCH MARK DISK
 GB0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0114_STAMPING: J 51 1934
 GB0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0114+STABILITY: SURFACE MOTION
 GB0114
 GB0114  HISTORY     - Date     Condition        Report By
 GB0114  HISTORY     - 1934     MONUMENTED       CGS
 GB0114
 GB0114                          STATION DESCRIPTION
 GB0114
 GB0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0114'AT MORLEY.
 GB0114'AT MORLEY, CAMPBELL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0114'RAILROAD, 84 FEET SOUTHWEST OF THE STATION, 52 FEET NORTHWEST
 GB0114'OF THE MAIN TRACK, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK,
 GB0114'STAMPED J 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0616 ***********************************************************************
 GA0616  DESIGNATION -  J 52
 GA0616  PID         -  GA0616
 GA0616  STATE/COUNTY-  TN/UNICOI
 GA0616  USGS QUAD   -  CHESTOA (1978)
 GA0616
 GA0616                         *CURRENT SURVEY CONTROL
 GA0616  ___________________________________________________________________
 GA0616* NAD 83(1986)-  36 05 54.     (N)    082 26 31.     (W)     SCALED    
 GA0616* NAVD 88     -       519.229  (meters)    1703.50   (feet)  ADJUSTED  
 GA0616  ___________________________________________________________________
 GA0616  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA0616  DYNAMIC HT  -         518.707 (meters)    1701.79  (feet)  COMP
 GA0616  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 GA0616
 GA0616  VERT ORDER  -  SECOND    CLASS 0
 GA0616
 GA0616.The horizontal coordinates were scaled from a topographic map and have
 GA0616.an estimated accuracy of +/- 6 seconds.
 GA0616
 GA0616.The orthometric height was determined by differential leveling
 GA0616.and adjusted by the National Geodetic Survey in June 1991..
 GA0616
 GA0616.The geoid height was determined by GEOID03.
 GA0616
 GA0616.The dynamic height is computed by dividing the NAVD 88
 GA0616.geopotential number by the normal gravity value computed on the
 GA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0616.degrees latitude (g = 980.6199 gals.).
 GA0616
 GA0616.The modeled gravity was interpolated from observed gravity values.
 GA0616
 GA0616;                    North         East    Units  Estimated Accuracy
 GA0616;SPC TN       -   201,650.      920,330.      MT  (+/- 180 meters Scaled)
 GA0616
 GA0616                          SUPERSEDED SURVEY CONTROL
 GA0616
 GA0616  NGVD 29 (??/??/92)  519.343  (m)         1703.88   (f) ADJ UNCH    2 0
 GA0616
 GA0616.Superseded values are not recommended for survey control.
 GA0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0616.See file dsdata.txt to determine how the superseded data were derived.
 GA0616
 GA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV701958(NAD 83)
 GA0616_MARKER: DB = BENCH MARK DISK
 GA0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0616_SP_SET: BRIDGE
 GA0616_STAMPING: J 52 1934
 GA0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0616
 GA0616  HISTORY     - Date     Condition        Report By
 GA0616  HISTORY     - 1934     MONUMENTED       CGS
 GA0616  HISTORY     - 1944     GOOD             NGS
 GA0616
 GA0616                          STATION DESCRIPTION
 GA0616
 GA0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0616'3.9 MI S FROM ERWIN.
 GA0616'3.9 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD FROM ERWIN, UNICOI
 GA0616'COUNTY, AT UNAKA SPRINGS, AT THE EAST END OF THE BRIDGE OVER
 GA0616'NOLICHUCKY RIVER, IN THE TOP OF THE CONCRETE RETAINING WALL, AND
 GA0616'5 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED J 52 1934.
 GA0616
 GA0616                          STATION RECOVERY (1944)
 GA0616
 GA0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GA0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1804 ***********************************************************************
 FB1804  DESIGNATION -  J 53
 FB1804  PID         -  FB1804
 FB1804  STATE/COUNTY-  TN/SEVIER
 FB1804  USGS QUAD   -  GATLINBURG (1979)
 FB1804
 FB1804                         *CURRENT SURVEY CONTROL
 FB1804  ___________________________________________________________________
 FB1804* NAD 83(1986)-  35 38 42.     (N)    083 30 29.     (W)     SCALED    
 FB1804* NAVD 88     -       712.673  (meters)    2338.16   (feet)  ADJUSTED  
 FB1804  ___________________________________________________________________
 FB1804  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FB1804  DYNAMIC HT  -         711.921 (meters)    2335.69  (feet)  COMP
 FB1804  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 FB1804
 FB1804  VERT ORDER  -  SECOND    CLASS 0
 FB1804
 FB1804.The horizontal coordinates were scaled from a topographic map and have
 FB1804.an estimated accuracy of +/- 6 seconds.
 FB1804
 FB1804.The orthometric height was determined by differential leveling
 FB1804.and adjusted by the National Geodetic Survey in June 1991..
 FB1804
 FB1804.The geoid height was determined by GEOID03.
 FB1804
 FB1804.The dynamic height is computed by dividing the NAVD 88
 FB1804.geopotential number by the normal gravity value computed on the
 FB1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1804.degrees latitude (g = 980.6199 gals.).
 FB1804
 FB1804.The modeled gravity was interpolated from observed gravity values.
 FB1804
 FB1804;                    North         East    Units  Estimated Accuracy
 FB1804;SPC TN       -   148,400.      825,650.      MT  (+/- 180 meters Scaled)
 FB1804
 FB1804                          SUPERSEDED SURVEY CONTROL
 FB1804
 FB1804  NGVD 29 (??/??/92)  712.732  (m)         2338.35   (f) ADJ UNCH    2 0
 FB1804
 FB1804.Superseded values are not recommended for survey control.
 FB1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1804.See file dsdata.txt to determine how the superseded data were derived.
 FB1804
 FB1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV729474(NAD 83)
 FB1804_MARKER: DB = BENCH MARK DISK
 FB1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1804_STAMPING: J 53 1934
 FB1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1804+STABILITY: SURFACE MOTION
 FB1804
 FB1804  HISTORY     - Date     Condition        Report By
 FB1804  HISTORY     - 1934     MONUMENTED       CGS
 FB1804  HISTORY     - 1956     MARK NOT FOUND   USGS
 FB1804
 FB1804                          STATION DESCRIPTION
 FB1804
 FB1804'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FB1804'5.6 MI SE FROM GATLINBURG.
 FB1804'5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1804'IN A HOLLOW, 12 FEET SOUTH OF A STONE CULVERT, 30 FEET SOUTH
 FB1804'OF THE CENTERLINE OF THE HIGHWAY, AND IN A CLUMP OF LOCUST
 FB1804'TREES.  A STANDARD DISK, STAMPED J 53 1934 AND SET IN THE TOP
 FB1804'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0162 ***********************************************************************
 FC0162  DESIGNATION -  J 54
 FC0162  PID         -  FC0162
 FC0162  STATE/COUNTY-  TN/MONROE
 FC0162  USGS QUAD   -  VONORE (1986)
 FC0162
 FC0162                         *CURRENT SURVEY CONTROL
 FC0162  ___________________________________________________________________
 FC0162* NAD 83(1986)-  35 35 21.     (N)    084 11 07.     (W)     SCALED    
 FC0162* NAVD 88     -       273.762  (meters)     898.17   (feet)  ADJUSTED  
 FC0162  ___________________________________________________________________
 FC0162  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0162  DYNAMIC HT  -         273.501 (meters)     897.31  (feet)  COMP
 FC0162  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 FC0162
 FC0162  VERT ORDER  -  SECOND    CLASS 0
 FC0162
 FC0162.The horizontal coordinates were scaled from a topographic map and have
 FC0162.an estimated accuracy of +/- 6 seconds.
 FC0162
 FC0162.The orthometric height was determined by differential leveling
 FC0162.and adjusted by the National Geodetic Survey in June 1991..
 FC0162
 FC0162.The geoid height was determined by GEOID03.
 FC0162
 FC0162.The dynamic height is computed by dividing the NAVD 88
 FC0162.geopotential number by the normal gravity value computed on the
 FC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0162.degrees latitude (g = 980.6199 gals.).
 FC0162
 FC0162.The modeled gravity was interpolated from observed gravity values.
 FC0162
 FC0162;                    North         East    Units  Estimated Accuracy
 FC0162;SPC TN       -   140,860.      764,450.      MT  (+/- 180 meters Scaled)
 FC0162
 FC0162                          SUPERSEDED SURVEY CONTROL
 FC0162
 FC0162  NGVD 29 (??/??/92)  273.877  (m)          898.54   (f) ADJ UNCH    2 0
 FC0162
 FC0162.Superseded values are not recommended for survey control.
 FC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0162.See file dsdata.txt to determine how the superseded data were derived.
 FC0162
 FC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE550420(NAD 83)
 FC0162_MARKER: DB = BENCH MARK DISK
 FC0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0162_STAMPING: J 54 1934
 FC0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0162+STABILITY: SURFACE MOTION
 FC0162
 FC0162  HISTORY     - Date     Condition        Report By
 FC0162  HISTORY     - 1934     MONUMENTED       CGS
 FC0162
 FC0162                          STATION DESCRIPTION
 FC0162
 FC0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0162'2.3 MI SE FROM MC GHEE.
 FC0162'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM MC GHEE, MONROE
 FC0162'COUNTY, AT THE SUMMIT OF A RISE AT THE BEGINNING OF A REVERSE
 FC0162'CURVE TO THE EAST, 100 YARDS NORTH OF A LONE 14-INCH OAK TREE,
 FC0162'55 FEET NORTH OF A GATE, 22 FEET WEST OF THE CENTERLINE OF THE
 FC0162'HIGHWAY, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED
 FC0162'J 54 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0162'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1888 ***********************************************************************
 GA1888  DESIGNATION -  J 55
 GA1888  PID         -  GA1888
 GA1888  STATE/COUNTY-  TN/HAWKINS
 GA1888  USGS QUAD   -  CAMELOT (1976)
 GA1888
 GA1888                         *CURRENT SURVEY CONTROL
 GA1888  ___________________________________________________________________
 GA1888* NAD 83(1986)-  36 29 21.     (N)    083 00 32.     (W)     SCALED    
 GA1888* NAVD 88     -       431.302  (meters)    1415.03   (feet)  ADJUSTED  
 GA1888  ___________________________________________________________________
 GA1888  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1888  DYNAMIC HT  -         430.910 (meters)    1413.74  (feet)  COMP
 GA1888  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA1888
 GA1888  VERT ORDER  -  SECOND    CLASS 0
 GA1888
 GA1888.The horizontal coordinates were scaled from a topographic map and have
 GA1888.an estimated accuracy of +/- 6 seconds.
 GA1888
 GA1888.The orthometric height was determined by differential leveling
 GA1888.and adjusted by the National Geodetic Survey in June 1991..
 GA1888
 GA1888.The geoid height was determined by GEOID03.
 GA1888
 GA1888.The dynamic height is computed by dividing the NAVD 88
 GA1888.geopotential number by the normal gravity value computed on the
 GA1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1888.degrees latitude (g = 980.6199 gals.).
 GA1888
 GA1888.The modeled gravity was interpolated from observed gravity values.
 GA1888
 GA1888;                    North         East    Units  Estimated Accuracy
 GA1888;SPC TN       -   243,290.      867,980.      MT  (+/- 180 meters Scaled)
 GA1888
 GA1888                          SUPERSEDED SURVEY CONTROL
 GA1888
 GA1888  NGVD 29 (??/??/92)  431.445  (m)         1415.50   (f) ADJ UNCH    2 0
 GA1888
 GA1888.Superseded values are not recommended for survey control.
 GA1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1888.See file dsdata.txt to determine how the superseded data were derived.
 GA1888
 GA1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA200400(NAD 83)
 GA1888_MARKER: DB = BENCH MARK DISK
 GA1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1888_STAMPING: J 55 1934
 GA1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1888+STABILITY: SURFACE MOTION
 GA1888
 GA1888  HISTORY     - Date     Condition        Report By
 GA1888  HISTORY     - 1934     MONUMENTED       CGS
 GA1888  HISTORY     - 1935     GOOD             NGS
 GA1888  HISTORY     - 1949     GOOD             NGS
 GA1888
 GA1888                          STATION DESCRIPTION
 GA1888
 GA1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1888'8.3 MI N FROM ROGERSVILLE.
 GA1888'8.3 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, 40 FEET
 GA1888'WEST OF HIGHWAY, 9 FEET SOUTHWEST OF HEDGE FENCE, 1 FOOT EAST OF
 GA1888'BOARD FENCE AROUND HOUSE, 34.7 FEET EAST-NORTHEAST OF SOUTHEAST
 GA1888'CORNER OF CHIMNEY, 11.4 FEET SOUTH OF AND IN LINE WITH EAST
 GA1888'EDGE OF GARAGE.  A STANDARD DISK, STAMPED J 55 1934 AND SET IN
 GA1888'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 GA1888'GROUND.
 GA1888
 GA1888                          STATION RECOVERY (1949)
 GA1888
 GA1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GA1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0743 ***********************************************************************
 GA0743  DESIGNATION -  J 56
 GA0743  PID         -  GA0743
 GA0743  STATE/COUNTY-  TN/GREENE
 GA0743  USGS QUAD   -  GREENEVILLE (1961)
 GA0743
 GA0743                         *CURRENT SURVEY CONTROL
 GA0743  ___________________________________________________________________
 GA0743* NAD 83(1986)-  36 09 44.     (N)    082 49 54.     (W)     SCALED    
 GA0743* NAVD 88     -       465.765  (meters)    1528.10   (feet)  ADJUSTED  
 GA0743  ___________________________________________________________________
 GA0743  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0743  DYNAMIC HT  -         465.321 (meters)    1526.64  (feet)  COMP
 GA0743  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GA0743
 GA0743  VERT ORDER  -  SECOND    CLASS 0
 GA0743
 GA0743.The horizontal coordinates were scaled from a topographic map and have
 GA0743.an estimated accuracy of +/- 6 seconds.
 GA0743
 GA0743.The orthometric height was determined by differential leveling
 GA0743.and adjusted by the National Geodetic Survey in June 1991..
 GA0743
 GA0743.The geoid height was determined by GEOID03.
 GA0743
 GA0743.The dynamic height is computed by dividing the NAVD 88
 GA0743.geopotential number by the normal gravity value computed on the
 GA0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0743.degrees latitude (g = 980.6199 gals.).
 GA0743
 GA0743.The modeled gravity was interpolated from observed gravity values.
 GA0743
 GA0743;                    North         East    Units  Estimated Accuracy
 GA0743;SPC TN       -   207,530.      885,020.      MT  (+/- 180 meters Scaled)
 GA0743
 GA0743                          SUPERSEDED SURVEY CONTROL
 GA0743
 GA0743  NGVD 29 (??/??/92)  465.888  (m)         1528.50   (f) ADJ UNCH    2 0
 GA0743
 GA0743.Superseded values are not recommended for survey control.
 GA0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0743.See file dsdata.txt to determine how the superseded data were derived.
 GA0743
 GA0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA352034(NAD 83)
 GA0743_MARKER: DB = BENCH MARK DISK
 GA0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0743_STAMPING: 1528.790 J 56 1934
 GA0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0743+STABILITY: SURFACE MOTION
 GA0743
 GA0743  HISTORY     - Date     Condition        Report By
 GA0743  HISTORY     - 1934     MONUMENTED       CGS
 GA0743  HISTORY     - 1955     GOOD             NGS
 GA0743
 GA0743                          STATION DESCRIPTION
 GA0743
 GA0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0743'AT GREENEVILLE.
 GA0743'AT GREENEVILLE, GREENE COUNTY, AT THE NORTHEAST CORNER OF THE POST
 GA0743'OFFICE, 18 INCHES SOUTH, AND 6 INCHES WEST OF THE WALK.  A
 GA0743'STANDARD DISK, STAMPED 1528.790 J 56 1934 AND SET IN THE TOP
 GA0743'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0632 ***********************************************************************
 GA0632  DESIGNATION -  J 57
 GA0632  PID         -  GA0632
 GA0632  STATE/COUNTY-  TN/WASHINGTON
 GA0632  USGS QUAD   -  JONESBOROUGH (1968)
 GA0632
 GA0632                         *CURRENT SURVEY CONTROL
 GA0632  ___________________________________________________________________
 GA0632* NAD 83(1986)-  36 19 52.     (N)    082 24 18.     (W)     SCALED    
 GA0632* NAVD 88     -       519.852  (meters)    1705.55   (feet)  ADJUSTED  
 GA0632  ___________________________________________________________________
 GA0632  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0632  DYNAMIC HT  -         519.361 (meters)    1703.94  (feet)  COMP
 GA0632  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 GA0632
 GA0632  VERT ORDER  -  SECOND    CLASS 0
 GA0632
 GA0632.The horizontal coordinates were scaled from a topographic map and have
 GA0632.an estimated accuracy of +/- 6 seconds.
 GA0632
 GA0632.The orthometric height was determined by differential leveling
 GA0632.and adjusted by the National Geodetic Survey in June 1991..
 GA0632
 GA0632.The geoid height was determined by GEOID03.
 GA0632
 GA0632.The dynamic height is computed by dividing the NAVD 88
 GA0632.geopotential number by the normal gravity value computed on the
 GA0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0632.degrees latitude (g = 980.6199 gals.).
 GA0632
 GA0632.The modeled gravity was interpolated from observed gravity values.
 GA0632
 GA0632;                    North         East    Units  Estimated Accuracy
 GA0632;SPC TN       -   227,580.      922,700.      MT  (+/- 180 meters Scaled)
 GA0632
 GA0632                          SUPERSEDED SURVEY CONTROL
 GA0632
 GA0632  NGVD 29 (??/??/92)  519.992  (m)         1706.01   (f) ADJ UNCH    2 0
 GA0632
 GA0632.Superseded values are not recommended for survey control.
 GA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0632.See file dsdata.txt to determine how the superseded data were derived.
 GA0632
 GA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA738215(NAD 83)
 GA0632_MARKER: DB = BENCH MARK DISK
 GA0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0632_STAMPING: J 57 1934
 GA0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0632+STABILITY: SURFACE MOTION
 GA0632
 GA0632  HISTORY     - Date     Condition        Report By
 GA0632  HISTORY     - 1934     MONUMENTED       CGS
 GA0632  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0632
 GA0632                          STATION DESCRIPTION
 GA0632
 GA0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0632'4.7 MI NW FROM JOHNSON CITY.
 GA0632'4.7 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0632'CITY, WASHINGTON COUNTY, AT MILEAGE 115.5, 40 FEET WEST OF A ROAD
 GA0632'CROSSING, AND 30 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 GA0632'STANDARD DISK, STAMPED J 57 1934 AND SET IN THE TOP OF A CONCRETE
 GA0632'POST.
 GA0632
 GA0632                          STATION RECOVERY (2001)
 GA0632
 GA0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0632'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0580 ***********************************************************************
 GA0580  DESIGNATION -  J 58
 GA0580  PID         -  GA0580
 GA0580  STATE/COUNTY-  TN/CARTER
 GA0580  USGS QUAD   -  ELIZABETHTON (1968)
 GA0580
 GA0580                         *CURRENT SURVEY CONTROL
 GA0580  ___________________________________________________________________
 GA0580* NAD 83(1986)-  36 20 49.     (N)    082 13 04.     (W)     SCALED    
 GA0580* NAVD 88     -       471.174  (meters)    1545.84   (feet)  ADJUSTED  
 GA0580  ___________________________________________________________________
 GA0580  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0580  DYNAMIC HT  -         470.725 (meters)    1544.37  (feet)  COMP
 GA0580  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 GA0580
 GA0580  VERT ORDER  -  SECOND    CLASS 0
 GA0580
 GA0580.The horizontal coordinates were scaled from a topographic map and have
 GA0580.an estimated accuracy of +/- 6 seconds.
 GA0580
 GA0580.The orthometric height was determined by differential leveling
 GA0580.and adjusted by the National Geodetic Survey in June 1991..
 GA0580
 GA0580.The geoid height was determined by GEOID03.
 GA0580
 GA0580.The dynamic height is computed by dividing the NAVD 88
 GA0580.geopotential number by the normal gravity value computed on the
 GA0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0580.degrees latitude (g = 980.6199 gals.).
 GA0580
 GA0580.The modeled gravity was interpolated from observed gravity values.
 GA0580
 GA0580;                    North         East    Units  Estimated Accuracy
 GA0580;SPC TN       -   229,970.      939,430.      MT  (+/- 180 meters Scaled)
 GA0580
 GA0580                          SUPERSEDED SURVEY CONTROL
 GA0580
 GA0580  NGVD 29 (??/??/92)  471.319  (m)         1546.32   (f) ADJ UNCH    2 0
 GA0580
 GA0580.Superseded values are not recommended for survey control.
 GA0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0580.See file dsdata.txt to determine how the superseded data were derived.
 GA0580
 GA0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA907231(NAD 83)
 GA0580_MARKER: DB = BENCH MARK DISK
 GA0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0580+STABILITY: SURFACE MOTION
 GA0580
 GA0580  HISTORY     - Date     Condition        Report By
 GA0580  HISTORY     - UNK      MONUMENTED       CGS
 GA0580  HISTORY     - 1934     GOOD             NGS
 GA0580  HISTORY     - 1959     MARK NOT FOUND   NGS
 GA0580  HISTORY     - 19970101 GOOD             NGS
 GA0580
 GA0580                          STATION DESCRIPTION
 GA0580
 GA0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0580'AT ELIZABETHTON.
 GA0580'OPPOSITE CENTER OF NORTH SIDE OF ELIZABETHTON HIGH SCHOOL, 2 FEET
 GA0580'NORTH OF STONE FENCE, 6 INCHES SOUTH OF WALK.
 GA0580
 GA0580                          STATION RECOVERY (1959)
 GA0580
 GA0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GA0580'MARK NOT FOUND.
 GA0580
 GA0580                          STATION RECOVERY (1997)
 GA0580
 GA0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (BES)
 GA0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0760 ***********************************************************************
 GA0760  DESIGNATION -  J 59
 GA0760  PID         -  GA0760
 GA0760  STATE/COUNTY-  TN/WASHINGTON
 GA0760  USGS QUAD   -  TELFORD (1971)
 GA0760
 GA0760                         *CURRENT SURVEY CONTROL
 GA0760  ___________________________________________________________________
 GA0760* NAD 83(1986)-  36 14 30.     (N)    082 35 03.     (W)     SCALED    
 GA0760* NAVD 88     -       464.695  (meters)    1524.59   (feet)  ADJUSTED  
 GA0760  ___________________________________________________________________
 GA0760  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0760  DYNAMIC HT  -         464.252 (meters)    1523.13  (feet)  COMP
 GA0760  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 GA0760
 GA0760  VERT ORDER  -  SECOND    CLASS 0
 GA0760
 GA0760.The horizontal coordinates were scaled from a topographic map and have
 GA0760.an estimated accuracy of +/- 6 seconds.
 GA0760
 GA0760.The orthometric height was determined by differential leveling
 GA0760.and adjusted by the National Geodetic Survey in June 1991..
 GA0760
 GA0760.The geoid height was determined by GEOID03.
 GA0760
 GA0760.The dynamic height is computed by dividing the NAVD 88
 GA0760.geopotential number by the normal gravity value computed on the
 GA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0760.degrees latitude (g = 980.6199 gals.).
 GA0760
 GA0760.The modeled gravity was interpolated from observed gravity values.
 GA0760
 GA0760;                    North         East    Units  Estimated Accuracy
 GA0760;SPC TN       -   217,090.      906,970.      MT  (+/- 180 meters Scaled)
 GA0760
 GA0760                          SUPERSEDED SURVEY CONTROL
 GA0760
 GA0760  NGVD 29 (??/??/92)  464.835  (m)         1525.05   (f) ADJ UNCH    2 0
 GA0760
 GA0760.Superseded values are not recommended for survey control.
 GA0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0760.See file dsdata.txt to determine how the superseded data were derived.
 GA0760
 GA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA576119(NAD 83)
 GA0760_MARKER: DB = BENCH MARK DISK
 GA0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0760_STAMPING: J 59 1934
 GA0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0760+STABILITY: SURFACE MOTION
 GA0760
 GA0760  HISTORY     - Date     Condition        Report By
 GA0760  HISTORY     - 1934     MONUMENTED       CGS
 GA0760  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0760
 GA0760                          STATION DESCRIPTION
 GA0760
 GA0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0760'7.1 MI SW FROM JONESBORO.
 GA0760'7.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0760'AT JONESBORO, WASHINGTON COUNTY, 36 FEET EAST OF THE EAST
 GA0760'SIDE OF THE STATION AT WASHINGTON COLLEGE, AT MILEAGE 40.2,
 GA0760'80 FEET WEST OF A CROSSING, AND 20 FEET NORTH OF THE CENTERLINE
 GA0760'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED J 59 1934 AND SET
 GA0760'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0804 ***********************************************************************
 GD0804  DESIGNATION -  J 59
 GD0804  PID         -  GD0804
 GD0804  STATE/COUNTY-  TN/OBION
 GD0804  USGS QUAD   -  UNION CITY (1980)
 GD0804
 GD0804                         *CURRENT SURVEY CONTROL
 GD0804  ___________________________________________________________________
 GD0804* NAD 83(1986)-  36 24 30.     (N)    089 03 20.     (W)     SCALED    
 GD0804* NAVD 88     -        96.290  (meters)     315.91   (feet)  ADJUSTED  
 GD0804  ___________________________________________________________________
 GD0804  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0804  DYNAMIC HT  -          96.213 (meters)     315.66  (feet)  COMP
 GD0804  MODELED GRAV-     979,832.3   (mgal)                       NAVD 88
 GD0804
 GD0804  VERT ORDER  -  SECOND    CLASS 0
 GD0804
 GD0804.The horizontal coordinates were scaled from a topographic map and have
 GD0804.an estimated accuracy of +/- 6 seconds.
 GD0804
 GD0804.The orthometric height was determined by differential leveling
 GD0804.and adjusted by the National Geodetic Survey in June 1991..
 GD0804
 GD0804.The geoid height was determined by GEOID03.
 GD0804
 GD0804.The dynamic height is computed by dividing the NAVD 88
 GD0804.geopotential number by the normal gravity value computed on the
 GD0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0804.degrees latitude (g = 980.6199 gals.).
 GD0804
 GD0804.The modeled gravity was interpolated from observed gravity values.
 GD0804
 GD0804;                    North         East    Units  Estimated Accuracy
 GD0804;SPC TN       -   234,500.      325,970.      MT  (+/- 180 meters Scaled)
 GD0804
 GD0804                          SUPERSEDED SURVEY CONTROL
 GD0804
 GD0804  NGVD 29 (??/??/??)   96.289  (m)          315.91   (f) ADJUSTED    2 0
 GD0804
 GD0804.Superseded values are not recommended for survey control.
 GD0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0804.See file dsdata.txt to determine how the superseded data were derived.
 GD0804
 GD0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF156312(NAD 83)
 GD0804_MARKER: DB = BENCH MARK DISK
 GD0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0804_STAMPING: J 59 1935
 GD0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0804+STABILITY: SURFACE MOTION
 GD0804
 GD0804  HISTORY     - Date     Condition        Report By
 GD0804  HISTORY     - 1935     MONUMENTED       CGS
 GD0804  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0804
 GD0804                          STATION DESCRIPTION
 GD0804
 GD0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0804'1 MI S FROM UNION CITY.
 GD0804'1.0 MILE SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE STATION
 GD0804'AT UNION CITY, OBION COUNTY, 0.4 MILE SOUTH OF MILEPOST 446, AND
 GD0804'A COALING STATION, AT A PRIVATE ROAD-CROSSING, 14 YARDS EAST OF
 GD0804'THE CENTERLINE OF THE TRACK, 8 YARDS SOUTH OF THE CENTERLINE OF
 GD0804'THE ROAD, AND AT THE NORTHWEST CORNER OF THE YARD OF A GROUP OF
 GD0804'FARM BUILDINGS.  A STANDARD DISK, STAMPED J 59 1935 AND SET IN
 GD0804'THE TOP OF A CONCRETE POST.  NOTE-- THE OLD COALING STATION, THE
 GD0804'PRIVATE ROAD CROSSING AND THE FARM BUILDINGS MENTIONED IN THE
 GD0804'DESCRIPTION ARE NOW ALL GONE.  THERE HAVE BEEN NEW SIDINGS FOR
 GD0804'THE RR BUILT ALONG THE E SIDE OF THE MAIN LINE.
 GD0804
 GD0804                          STATION RECOVERY (1967)
 GD0804
 GD0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0144 ***********************************************************************
 FD0144  DESIGNATION -  J 6
 FD0144  PID         -  FD0144
 FD0144  STATE/COUNTY-  TN/BEDFORD
 FD0144  USGS QUAD   -  NORMANDY (1983)
 FD0144
 FD0144                         *CURRENT SURVEY CONTROL
 FD0144  ___________________________________________________________________
 FD0144* NAD 83(1986)-  35 29 12.     (N)    086 18 37.     (W)     SCALED    
 FD0144* NAVD 88     -       256.079  (meters)     840.15   (feet)  ADJUSTED  
 FD0144  ___________________________________________________________________
 FD0144  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD0144  DYNAMIC HT  -         255.841 (meters)     839.37  (feet)  COMP
 FD0144  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FD0144
 FD0144  VERT ORDER  -  FIRST     CLASS II
 FD0144
 FD0144.The horizontal coordinates were scaled from a topographic map and have
 FD0144.an estimated accuracy of +/- 6 seconds.
 FD0144
 FD0144.The orthometric height was determined by differential leveling
 FD0144.and adjusted by the National Geodetic Survey in June 1991..
 FD0144
 FD0144.The geoid height was determined by GEOID03.
 FD0144
 FD0144.The dynamic height is computed by dividing the NAVD 88
 FD0144.geopotential number by the normal gravity value computed on the
 FD0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0144.degrees latitude (g = 980.6199 gals.).
 FD0144
 FD0144.The modeled gravity was interpolated from observed gravity values.
 FD0144
 FD0144;                    North         East    Units  Estimated Accuracy
 FD0144;SPC TN       -   128,010.      571,850.      MT  (+/- 180 meters Scaled)
 FD0144
 FD0144                          SUPERSEDED SURVEY CONTROL
 FD0144
 FD0144  NGVD 29 (??/??/92)  256.073  (m)          840.13   (f) ADJ UNCH    1 2
 FD0144
 FD0144.Superseded values are not recommended for survey control.
 FD0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0144.See file dsdata.txt to determine how the superseded data were derived.
 FD0144
 FD0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE625272(NAD 83)
 FD0144_MARKER: DB = BENCH MARK DISK
 FD0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0144_SP_SET: LEDGE
 FD0144_STAMPING: 840.487 J 6 1930
 FD0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0144
 FD0144  HISTORY     - Date     Condition        Report By
 FD0144  HISTORY     - 1930     MONUMENTED       CGS
 FD0144  HISTORY     - 1936     GOOD             NGS
 FD0144
 FD0144                          STATION DESCRIPTION
 FD0144
 FD0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FD0144'AT HALEY.
 FD0144'AT HALEY, BEDFORD COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FD0144'ST. LOUIS RAILWAY, 15 RAILS SOUTH OF THE STATION, 5-3/4 RAILS
 FD0144'SOUTH OF MILEPOST N 58-C 93, IN A FLAT LEDGE BETWEEN THE TRACK
 FD0144'AND A ROAD, AND 32 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 FD0144'A STANDARD DISK, STAMPED 840.487 J 6 1930.  NOTE-- 5 FEET SOUTH
 FD0144'OF A STEEL WITNESS POST, 53 FEET SOUTHWEST OF A T. POLE, 25
 FD0144'FEET WEST OF CENTERLINE OF ROAD AND 2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0948 ***********************************************************************
 FE0948  DESIGNATION -  J 61
 FE0948  PID         -  FE0948
 FE0948  STATE/COUNTY-  TN/LAUDERDALE
 FE0948  USGS QUAD   -  GATES (1983)
 FE0948
 FE0948                         *CURRENT SURVEY CONTROL
 FE0948  ___________________________________________________________________
 FE0948* NAD 83(1986)-  35 47 16.     (N)    089 29 05.     (W)     SCALED    
 FE0948* NAVD 88     -       115.338  (meters)     378.40   (feet)  ADJUSTED  
 FE0948  ___________________________________________________________________
 FE0948  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0948  DYNAMIC HT  -         115.239 (meters)     378.08  (feet)  COMP
 FE0948  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 FE0948
 FE0948  VERT ORDER  -  FIRST     CLASS I
 FE0948
 FE0948.The horizontal coordinates were scaled from a topographic map and have
 FE0948.an estimated accuracy of +/- 6 seconds.
 FE0948
 FE0948.The orthometric height was determined by differential leveling
 FE0948.and adjusted by the National Geodetic Survey in June 1991..
 FE0948
 FE0948.The geoid height was determined by GEOID03.
 FE0948
 FE0948.The dynamic height is computed by dividing the NAVD 88
 FE0948.geopotential number by the normal gravity value computed on the
 FE0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0948.degrees latitude (g = 980.6199 gals.).
 FE0948
 FE0948.The modeled gravity was interpolated from observed gravity values.
 FE0948
 FE0948;                    North         East    Units  Estimated Accuracy
 FE0948;SPC TN       -   166,980.      285,050.      MT  (+/- 180 meters Scaled)
 FE0948
 FE0948                          SUPERSEDED SURVEY CONTROL
 FE0948
 FE0948  NGVD 29 (??/??/??)  115.293  (m)          378.26   (f) ADJUSTED    1 1
 FE0948
 FE0948.Superseded values are not recommended for survey control.
 FE0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0948.See file dsdata.txt to determine how the superseded data were derived.
 FE0948
 FE0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE754632(NAD 83)
 FE0948_MARKER: DB = BENCH MARK DISK
 FE0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0948_STAMPING: J 61 1935
 FE0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0948+STABILITY: SURFACE MOTION
 FE0948
 FE0948  HISTORY     - Date     Condition        Report By
 FE0948  HISTORY     - 1935     MONUMENTED       CGS
 FE0948  HISTORY     - 1974     GOOD             NGS
 FE0948  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0948
 FE0948                          STATION DESCRIPTION
 FE0948
 FE0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0948'4 MI NE FROM RIPLEY.
 FE0948'ABOUT 0.2 MILE NORTH ALONG RANDOLPH STREET FROM THE POST OFFICE
 FE0948'AT RIPLEY, THENCE 3.8 MILES NORTHEAST ALONG OLD U.S. HIGHWAY
 FE0948'51, 16 RAILS EAST OF THE RAILROAD MILEPOST 334, 48 FEET NORTHWEST
 FE0948'OF THE CENTER OF THE CROSSING OF ILLINOIS CENTRAL RAILROAD AND
 FE0948'BLUE BIRD HILL ROAD (PAVED), 60 FEET SOUTH OF THE CENTER LINE
 FE0948'OF OLD U.S. HIGHWAY 51, 27.8 FEET NORTH OF THE NORTH RAIL OF
 FE0948'MAIN TRACK, 29 1/2 FEET WEST OF THE CENTER LINE OF PAVED ROAD,
 FE0948'18 FEET SOUTH OF A TELEPHONE POLE AND POWER POLE COMBINED, 2
 FE0948'FEET EAST OF THE BASE OF A GUY WIRE, 3 FEET ABOVE HIGHWAY AND IN
 FE0948'THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
 FE0948
 FE0948                          STATION RECOVERY (2002)
 FE0948
 FE0948'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0948'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0787 ***********************************************************************
 FE0787  DESIGNATION -  J 62
 FE0787  PID         -  FE0787
 FE0787  STATE/COUNTY-  TN/GIBSON
 FE0787  USGS QUAD   -  ATWOOD (1983)
 FE0787
 FE0787                         *CURRENT SURVEY CONTROL
 FE0787  ___________________________________________________________________
 FE0787* NAD 83(1986)-  35 57 40.     (N)    088 41 56.     (W)     SCALED    
 FE0787* NAVD 88     -       127.185  (meters)     417.27   (feet)  ADJUSTED  
 FE0787  ___________________________________________________________________
 FE0787  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0787  DYNAMIC HT  -         127.076 (meters)     416.92  (feet)  COMP
 FE0787  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 FE0787
 FE0787  VERT ORDER  -  SECOND    CLASS 0
 FE0787
 FE0787.The horizontal coordinates were scaled from a topographic map and have
 FE0787.an estimated accuracy of +/- 6 seconds.
 FE0787
 FE0787.The orthometric height was determined by differential leveling
 FE0787.and adjusted by the National Geodetic Survey in June 1991..
 FE0787
 FE0787.The geoid height was determined by GEOID03.
 FE0787
 FE0787.The dynamic height is computed by dividing the NAVD 88
 FE0787.geopotential number by the normal gravity value computed on the
 FE0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0787.degrees latitude (g = 980.6199 gals.).
 FE0787
 FE0787.The modeled gravity was interpolated from observed gravity values.
 FE0787
 FE0787;                    North         East    Units  Estimated Accuracy
 FE0787;SPC TN       -   183,960.      356,580.      MT  (+/- 180 meters Scaled)
 FE0787
 FE0787                          SUPERSEDED SURVEY CONTROL
 FE0787
 FE0787  NGVD 29 (??/??/??)  127.238  (m)          417.45   (f) ADJUSTED    2 0
 FE0787
 FE0787.Superseded values are not recommended for survey control.
 FE0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0787.See file dsdata.txt to determine how the superseded data were derived.
 FE0787
 FE0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE468809(NAD 83)
 FE0787_MARKER: DB = BENCH MARK DISK
 FE0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0787_STAMPING: J 62 1935
 FE0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0787+STABILITY: SURFACE MOTION
 FE0787
 FE0787  HISTORY     - Date     Condition        Report By
 FE0787  HISTORY     - 1935     MONUMENTED       CGS
 FE0787  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0787
 FE0787                          STATION DESCRIPTION
 FE0787
 FE0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0787'1.3 MI SW FROM ATWOOD.
 FE0787'1.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0787'FROM THE STATION AT ATWOOD, CARROLL COUNTY, AT MILEAGE 279.85,
 FE0787'40 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 48 FEET
 FE0787'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTHWEST
 FE0787'OF AND 1-1/2 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER.  A
 FE0787'STANDARD DISK, STAMPED J 62 1935 AND SET IN THE TOP OF A CONCRETE
 FE0787'POST.
 FE0787
 FE0787                          STATION RECOVERY (2002)
 FE0787
 FE0787'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0870 ***********************************************************************
 FE0870  DESIGNATION -  J 63
 FE0870  PID         -  FE0870
 FE0870  STATE/COUNTY-  TN/HAYWOOD
 FE0870  USGS QUAD   -  JONES (1981)
 FE0870
 FE0870                         *CURRENT SURVEY CONTROL
 FE0870  ___________________________________________________________________
 FE0870* NAD 83(1986)-  35 38 22.     (N)    089 11 12.     (W)     SCALED    
 FE0870* NAVD 88     -       111.285  (meters)     365.11   (feet)  ADJUSTED  
 FE0870  ___________________________________________________________________
 FE0870  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0870  DYNAMIC HT  -         111.187 (meters)     364.79  (feet)  COMP
 FE0870  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 FE0870
 FE0870  VERT ORDER  -  SECOND    CLASS 0
 FE0870
 FE0870.The horizontal coordinates were scaled from a topographic map and have
 FE0870.an estimated accuracy of +/- 6 seconds.
 FE0870
 FE0870.The orthometric height was determined by differential leveling
 FE0870.and adjusted by the National Geodetic Survey in June 1991..
 FE0870
 FE0870.The geoid height was determined by GEOID03.
 FE0870
 FE0870.The dynamic height is computed by dividing the NAVD 88
 FE0870.geopotential number by the normal gravity value computed on the
 FE0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0870.degrees latitude (g = 980.6199 gals.).
 FE0870
 FE0870.The modeled gravity was interpolated from observed gravity values.
 FE0870
 FE0870;                    North         East    Units  Estimated Accuracy
 FE0870;SPC TN       -   149,610.      311,440.      MT  (+/- 180 meters Scaled)
 FE0870
 FE0870                          SUPERSEDED SURVEY CONTROL
 FE0870
 FE0870  NGVD 29 (??/??/??)  111.305  (m)          365.17   (f) ADJUSTED    2 0
 FE0870
 FE0870.Superseded values are not recommended for survey control.
 FE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0870.See file dsdata.txt to determine how the superseded data were derived.
 FE0870
 FE0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE020461(NAD 83)
 FE0870_MARKER: DB = BENCH MARK DISK
 FE0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0870_STAMPING: J 63 1935
 FE0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0870+STABILITY: SURFACE MOTION
 FE0870
 FE0870  HISTORY     - Date     Condition        Report By
 FE0870  HISTORY     - 1935     MONUMENTED       CGS
 FE0870  HISTORY     - 1949     GOOD             CGS
 FE0870  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0870
 FE0870                          STATION DESCRIPTION
 FE0870
 FE0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0870'5.4 MI NE FROM BROWNSVILLE.
 FE0870'5.4 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0870'FROM THE STATION AT BROWNSVILLE, HAYWOOD COUNTY, 2-1/2 RAILS
 FE0870'EAST OF THE STATION SIGN AT ALLENS, AT MILEAGE 315.15, AT A ROAD
 FE0870'CROSSING, 5 RAILS EAST OF THE ROAD, 60 FEET SOUTH OF THE
 FE0870'CENTERLINE OF THE TRACK, AND BEHIND A POLE.  A STANDARD DISK,
 FE0870'STAMPED J 63 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0870'NOTE-- 5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE IN TALL
 FE0870'WEEDS.
 FE0870
 FE0870                          STATION RECOVERY (2002)
 FE0870
 FE0870'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1064 ***********************************************************************
 FE1064  DESIGNATION -  J 64
 FE1064  PID         -  FE1064
 FE1064  STATE/COUNTY-  TN/HARDEMAN
 FE1064  USGS QUAD   -  MIDDLEBURG (1980)
 FE1064
 FE1064                         *CURRENT SURVEY CONTROL
 FE1064  ___________________________________________________________________
 FE1064* NAD 83(1986)-  35 10 26.     (N)    089 06 29.     (W)     SCALED    
 FE1064* NAVD 88     -       179.939  (meters)     590.35   (feet)  ADJUSTED  
 FE1064  ___________________________________________________________________
 FE1064  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE1064  DYNAMIC HT  -         179.771 (meters)     589.80  (feet)  COMP
 FE1064  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FE1064
 FE1064  VERT ORDER  -  SECOND    CLASS 0
 FE1064
 FE1064.The horizontal coordinates were scaled from a topographic map and have
 FE1064.an estimated accuracy of +/- 6 seconds.
 FE1064
 FE1064.The orthometric height was determined by differential leveling
 FE1064.and adjusted by the National Geodetic Survey in June 1991..
 FE1064
 FE1064.The geoid height was determined by GEOID03.
 FE1064
 FE1064.The dynamic height is computed by dividing the NAVD 88
 FE1064.geopotential number by the normal gravity value computed on the
 FE1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1064.degrees latitude (g = 980.6199 gals.).
 FE1064
 FE1064.The modeled gravity was interpolated from observed gravity values.
 FE1064
 FE1064;                    North         East    Units  Estimated Accuracy
 FE1064;SPC TN       -    97,760.      316,920.      MT  (+/- 180 meters Scaled)
 FE1064
 FE1064                          SUPERSEDED SURVEY CONTROL
 FE1064
 FE1064  NGVD 29 (??/??/??)  179.909  (m)          590.25   (f) ADJUSTED    2 0
 FE1064
 FE1064.Superseded values are not recommended for survey control.
 FE1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1064.See file dsdata.txt to determine how the superseded data were derived.
 FE1064
 FE1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD080943(NAD 83)
 FE1064_MARKER: DB = BENCH MARK DISK
 FE1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1064_STAMPING: J 64 1935
 FE1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1064+STABILITY: SURFACE MOTION
 FE1064
 FE1064  HISTORY     - Date     Condition        Report By
 FE1064  HISTORY     - 1935     MONUMENTED       CGS
 FE1064  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1064
 FE1064                          STATION DESCRIPTION
 FE1064
 FE1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1064'1.8 MI N FROM HICKORY VALLEY.
 FE1064'1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1064'STATION AT HICKORY VALLEY, 0.1 MILE NORTH OF MILEPOST 404, AT A
 FE1064'FARM-ROAD CROSSING 45 FEET EAST OF THE TRACK, AND 10 FEET
 FE1064'SOUTH OF THE ROAD.  A STANDARD DISK STAMPED J 64 1935 AND SET
 FE1064'IN THE TOP OF A CONCRETE POST.
 FE1064
 FE1064                          STATION RECOVERY (2002)
 FE1064
 FE1064'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1064'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0952 ***********************************************************************
 FE0952  DESIGNATION -  J 65
 FE0952  PID         -  FE0952
 FE0952  STATE/COUNTY-  TN/CROCKETT
 FE0952  USGS QUAD   -  BELLS (1981)
 FE0952
 FE0952                         *CURRENT SURVEY CONTROL
 FE0952  ___________________________________________________________________
 FE0952* NAD 83(1986)-  35 42 22.     (N)    089 04 34.     (W)     SCALED    
 FE0952* NAVD 88     -       101.930  (meters)     334.42   (feet)  ADJUSTED  
 FE0952  ___________________________________________________________________
 FE0952  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0952  DYNAMIC HT  -         101.841 (meters)     334.12  (feet)  COMP
 FE0952  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 FE0952
 FE0952  VERT ORDER  -  SECOND    CLASS 0
 FE0952
 FE0952.The horizontal coordinates were scaled from a topographic map and have
 FE0952.an estimated accuracy of +/- 6 seconds.
 FE0952
 FE0952.The orthometric height was determined by differential leveling
 FE0952.and adjusted by the National Geodetic Survey in June 1991..
 FE0952
 FE0952.The geoid height was determined by GEOID03.
 FE0952
 FE0952.The dynamic height is computed by dividing the NAVD 88
 FE0952.geopotential number by the normal gravity value computed on the
 FE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0952.degrees latitude (g = 980.6199 gals.).
 FE0952
 FE0952.The modeled gravity was interpolated from observed gravity values.
 FE0952
 FE0952;                    North         East    Units  Estimated Accuracy
 FE0952;SPC TN       -   156,680.      321,680.      MT  (+/- 180 meters Scaled)
 FE0952
 FE0952                          SUPERSEDED SURVEY CONTROL
 FE0952
 FE0952  NGVD 29 (??/??/??)  101.965  (m)          334.53   (f) ADJUSTED    2 0
 FE0952
 FE0952.Superseded values are not recommended for survey control.
 FE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0952.See file dsdata.txt to determine how the superseded data were derived.
 FE0952
 FE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE121533(NAD 83)
 FE0952_MARKER: DB = BENCH MARK DISK
 FE0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0952_STAMPING: J 65 1935
 FE0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0952+STABILITY: SURFACE MOTION
 FE0952
 FE0952  HISTORY     - Date     Condition        Report By
 FE0952  HISTORY     - 1935     MONUMENTED       CGS
 FE0952  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE0952
 FE0952                          STATION DESCRIPTION
 FE0952
 FE0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0952'0.5 MI E FROM BELLS.
 FE0952'0.5 MILE EAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 FE0952'STATION AT BELLS, CROCKETT COUNTY, AT A ROAD CROSSING, 24 FEET
 FE0952'EAST OF THE CENTERLINE OF THE ROAD, 21 FEET NORTH OF THE
 FE0952'CENTERLINE OF THE TRACK, AND AT THE FENCE.  A STANDARD DISK,
 FE0952'STAMPED J 65 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1175 ***********************************************************************
 FE1175  DESIGNATION -  J 67
 FE1175  PID         -  FE1175
 FE1175  STATE/COUNTY-  TN/FAYETTE
 FE1175  USGS QUAD   -  GALLAWAY (1981)
 FE1175
 FE1175                         *CURRENT SURVEY CONTROL
 FE1175  ___________________________________________________________________
 FE1175* NAD 83(1986)-  35 19 33.     (N)    089 36 56.     (W)     SCALED    
 FE1175* NAVD 88     -        86.966  (meters)     285.32   (feet)  ADJUSTED  
 FE1175  ___________________________________________________________________
 FE1175  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1175  DYNAMIC HT  -          86.889 (meters)     285.07  (feet)  COMP
 FE1175  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 FE1175
 FE1175  VERT ORDER  -  SECOND    CLASS 0
 FE1175
 FE1175.The horizontal coordinates were scaled from a topographic map and have
 FE1175.an estimated accuracy of +/- 6 seconds.
 FE1175
 FE1175.The orthometric height was determined by differential leveling
 FE1175.and adjusted by the National Geodetic Survey in June 1991..
 FE1175
 FE1175.The geoid height was determined by GEOID03.
 FE1175
 FE1175.The dynamic height is computed by dividing the NAVD 88
 FE1175.geopotential number by the normal gravity value computed on the
 FE1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1175.degrees latitude (g = 980.6199 gals.).
 FE1175
 FE1175.The modeled gravity was interpolated from observed gravity values.
 FE1175
 FE1175;                    North         East    Units  Estimated Accuracy
 FE1175;SPC TN       -   116,190.      271,340.      MT  (+/- 180 meters Scaled)
 FE1175
 FE1175                          SUPERSEDED SURVEY CONTROL
 FE1175
 FE1175  NGVD 29 (??/??/??)   86.955  (m)          285.28   (f) ADJUSTED    2 0
 FE1175
 FE1175.Superseded values are not recommended for survey control.
 FE1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1175.See file dsdata.txt to determine how the superseded data were derived.
 FE1175
 FE1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE622123(NAD 83)
 FE1175_MARKER: DB = BENCH MARK DISK
 FE1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1175_STAMPING: J 67 1935
 FE1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1175+STABILITY: SURFACE MOTION
 FE1175
 FE1175  HISTORY     - Date     Condition        Report By
 FE1175  HISTORY     - 1935     MONUMENTED       CGS
 FE1175  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1175
 FE1175                          STATION DESCRIPTION
 FE1175
 FE1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1175'AT GALLAWAY.
 FE1175'AT GALLAWAY, FAYETTE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1175'RAILROAD, 6 RAILS NORTH OF THE STATION, 50 FEET EAST OF THE STREET
 FE1175'IN FRONT OF THE STORES, AND 32 FEET WEST OF THE CENTERLINE OF
 FE1175'THE TRACK.  A STANDARD DISK, STAMPED J 67 1935 AND SET IN THE
 FE1175'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FE1175
 FE1175                          STATION RECOVERY (1963)
 FE1175
 FE1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0347 ***********************************************************************
 FF0347  DESIGNATION -  J 68
 FF0347  PID         -  FF0347
 FF0347  STATE/COUNTY-  TN/SHELBY
 FF0347  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0347
 FF0347                         *CURRENT SURVEY CONTROL
 FF0347  ___________________________________________________________________
 FF0347* NAD 83(1986)-  35 09 04.     (N)    090 03 01.     (W)     SCALED    
 FF0347* NAVD 88     -        81.207  (meters)     266.43   (feet)  ADJUSTED  
 FF0347  ___________________________________________________________________
 FF0347  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0347  DYNAMIC HT  -          81.133 (meters)     266.18  (feet)  COMP
 FF0347  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 FF0347
 FF0347  VERT ORDER  -  FIRST     CLASS II
 FF0347
 FF0347.The horizontal coordinates were scaled from a topographic map and have
 FF0347.an estimated accuracy of +/- 6 seconds.
 FF0347
 FF0347.The orthometric height was determined by differential leveling
 FF0347.and adjusted by the National Geodetic Survey in June 1991..
 FF0347
 FF0347.The geoid height was determined by GEOID03.
 FF0347
 FF0347.The dynamic height is computed by dividing the NAVD 88
 FF0347.geopotential number by the normal gravity value computed on the
 FF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0347.degrees latitude (g = 980.6199 gals.).
 FF0347
 FF0347.The modeled gravity was interpolated from observed gravity values.
 FF0347
 FF0347;                    North         East    Units  Estimated Accuracy
 FF0347;SPC TN       -    98,370.      231,040.      MT  (+/- 180 meters Scaled)
 FF0347
 FF0347                          SUPERSEDED SURVEY CONTROL
 FF0347
 FF0347  NGVD 29 (??/??/??)   81.168  (m)          266.30   (f) ADJUSTED    1 2
 FF0347
 FF0347.Superseded values are not recommended for survey control.
 FF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0347.See file dsdata.txt to determine how the superseded data were derived.
 FF0347
 FF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU687937(NAD 83)
 FF0347_MARKER: DB = BENCH MARK DISK
 FF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0347_STAMPING: J 68 1935
 FF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0347+STABILITY: SURFACE MOTION
 FF0347
 FF0347  HISTORY     - Date     Condition        Report By
 FF0347  HISTORY     - 1935     MONUMENTED       CGS
 FF0347  HISTORY     - 1957     GOOD             CGS
 FF0347  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0347
 FF0347                          STATION DESCRIPTION
 FF0347
 FF0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0347'AT MEMPHIS.
 FF0347'AT MEMPHIS, NEAR THE INTERSECTION OF MAIN STREET AND EXCHANGE
 FF0347'AVENUE, 89 FEET SOUTH OF THE SOUTH CURB OF EXCHANGE AVENUE, 19
 FF0347'FEET WEST OF THE WEST CURB OF MAIN STREET, 41 FEET NORTH OF THE
 FF0347'NORTH END OF THE CONCRETE STEP AT THE MAIN (EAST) ENTRANCE TO THE
 FF0347'ELLIS AUDITORIUM, 3 1/2 FEET WEST OF THE WEST EDGE OF A CONCRETE
 FF0347'SIDEWALK, 0.7 FOOT ABOVE THE SIDEWALK AND SET IN THE TOP OF A
 FF0347'CONCRETE POST FLUSH WITH THE GROUND.
 FF0347'NOTE--COMPLETE NORTH SIDE OF AUDITORIUM REMODELED PLUS NEW
 FF0347'EAST ENTRANCE AND SIDEWALK, MOST LIKELY DESTROYED.
 FF0347
 FF0347                          STATION RECOVERY (1974)
 FF0347
 FF0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1741 ***********************************************************************
 FE1741  DESIGNATION -  J 69
 FE1741  PID         -  FE1741
 FE1741  STATE/COUNTY-  TN/TIPTON
 FE1741  USGS QUAD   -  COVINGTON (1983)
 FE1741
 FE1741                         *CURRENT SURVEY CONTROL
 FE1741  ___________________________________________________________________
 FE1741* NAD 83(1986)-  35 32 50.     (N)    089 38 56.     (W)     SCALED    
 FE1741* NAVD 88     -        99.699  (meters)     327.10   (feet)  ADJUSTED  
 FE1741  ___________________________________________________________________
 FE1741  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1741  DYNAMIC HT  -          99.614 (meters)     326.82  (feet)  COMP
 FE1741  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 FE1741
 FE1741  VERT ORDER  -  SECOND    CLASS 0
 FE1741
 FE1741.The horizontal coordinates were scaled from a topographic map and have
 FE1741.an estimated accuracy of +/- 6 seconds.
 FE1741
 FE1741.The orthometric height was determined by differential leveling
 FE1741.and adjusted by the National Geodetic Survey in June 1991..
 FE1741
 FE1741.The geoid height was determined by GEOID03.
 FE1741
 FE1741.The dynamic height is computed by dividing the NAVD 88
 FE1741.geopotential number by the normal gravity value computed on the
 FE1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1741.degrees latitude (g = 980.6199 gals.).
 FE1741
 FE1741.The modeled gravity was interpolated from observed gravity values.
 FE1741
 FE1741;                    North         East    Units  Estimated Accuracy
 FE1741;SPC TN       -   140,850.      269,220.      MT  (+/- 180 meters Scaled)
 FE1741
 FE1741                          SUPERSEDED SURVEY CONTROL
 FE1741
 FE1741  NGVD 29 (??/??/??)   99.680  (m)          327.03   (f) ADJUSTED    2 0
 FE1741
 FE1741.Superseded values are not recommended for survey control.
 FE1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1741.See file dsdata.txt to determine how the superseded data were derived.
 FE1741
 FE1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE598369(NAD 83)
 FE1741_MARKER: DB = BENCH MARK DISK
 FE1741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1741_SP_SET: UNDERPASS
 FE1741_STAMPING: J 69 1935
 FE1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1741+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 FE1741
 FE1741  HISTORY     - Date     Condition        Report By
 FE1741  HISTORY     - 1935     MONUMENTED       CGS
 FE1741  HISTORY     - 1957     GOOD             CGS
 FE1741  HISTORY     - 20020529 GOOD             USACE
 FE1741
 FE1741                          STATION DESCRIPTION
 FE1741
 FE1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1741'1.2 MI SW FROM COVINGTON.
 FE1741'1.25 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE1741'THE STATION AT COVINGTON, ABOUT 0.5 MILE SOUTH OF MILEPOST NO.
 FE1741'353, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF
 FE1741'THE SOUTH COLLEGE STREET UNDERPASS UNDER THE TRACKS, 7 FEET
 FE1741'SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET SOUTHWEST OF THE NORTHEAST
 FE1741'END OF THE HEADWALL AND ABOUT 4 FEET LOWER THAN THE TRACK.
 FE1741
 FE1741                          STATION RECOVERY (2002)
 FE1741
 FE1741'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1741'MONUMENT HAS BEEN COVERED BY PLUS OR MINUS 60 PERCENT ON NORTH PART OF
 FE1741'DISK DUE TO CONSTRUCTION OF CONCRETE TRACK RETAINING WALLS BUILT ON
 FE1741'TOP OF HEADWALLS. MONUMENT IS USABLE FOR LOWER ORDER ELEVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5298 ***********************************************************************
 DG5298  DESIGNATION -  J 69X
 DG5298  PID         -  DG5298
 DG5298  STATE/COUNTY-  TN/TIPTON
 DG5298  USGS QUAD   -  COVINGTON (1983)
 DG5298
 DG5298                         *CURRENT SURVEY CONTROL
 DG5298  ___________________________________________________________________
 DG5298* NAD 83(1995)-  35 32 52.90897(N)    089 38 54.75096(W)     ADJUSTED  
 DG5298* NAVD 88     -        99.81   (meters)     327.5    (feet)  LEVELING  
 DG5298  ___________________________________________________________________
 DG5298  X           -      31,868.745 (meters)                     COMP
 DG5298  Y           -  -5,195,276.126 (meters)                     COMP
 DG5298  Z           -   3,687,547.256 (meters)                     COMP
 DG5298  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DG5298  ELLIP HEIGHT-          72.55  (meters)          (04/05/04) GPS OBS
 DG5298  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DG5298
 DG5298  HORZ ORDER  -  FIRST
 DG5298  VERT ORDER  -  THIRD ?
 DG5298  ELLP ORDER  -  FOURTH    CLASS I
 DG5298
 DG5298.The horizontal coordinates were established by GPS observations
 DG5298.and adjusted by the National Geodetic Survey in April 2004..
 DG5298
 DG5298.The orthometric height was determined by differential leveling.
 DG5298.The vertical network tie was performed by a horz. field party for horz.
 DG5298.obs reductions. Reset procedures were used to establish the elevation.
 DG5298
 DG5298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5298
 DG5298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5298
 DG5298.The ellipsoidal height was determined by GPS observations
 DG5298.and is referenced to NAD 83.
 DG5298
 DG5298.The geoid height was determined by GEOID03.
 DG5298
 DG5298;                    North         East     Units Scale Factor Converg.
 DG5298;SPC TN       -   140,935.465   269,256.780   MT  0.99996079   -2 08 09.6
 DG5298;SPC TN       -   462,385.77    883,386.62   sFT  0.99996079   -2 08 09.6
 DG5298;UTM  16      - 3,937,047.839   259,910.662   MT  1.00031040   -1 32 26.0
 DG5298
 DG5298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5298!SPC TN       -   0.99998861  x   0.99996079  =   0.99994940
 DG5298!UTM  16      -   0.99998861  x   1.00031040  =   1.00029901
 DG5298
 DG5298                          SUPERSEDED SURVEY CONTROL
 DG5298
 DG5298.No superseded survey control is available for this station.
 DG5298
 DG5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5991137048(NAD 83)
 DG5298_MARKER: F = FLANGE-ENCASED ROD
 DG5298_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5298+WITH SETTING: INFORMATION.
 DG5298_STAMPING: J69X 2002
 DG5298_MARK LOGO: USACE 
 DG5298_PROJECTION: RECESSED 10 CENTIMETERS
 DG5298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5298+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DG5298_ROD/PIPE-DEPTH: 2.1  meters
 DG5298
 DG5298  HISTORY     - Date     Condition        Report By
 DG5298  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5298  HISTORY     - 20030707 GOOD             EMCINC
 DG5298
 DG5298                          STATION DESCRIPTION
 DG5298
 DG5298'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5298'THE MARK IS LOCATED IN COVINGTON, TN.
 DG5298' 
 DG5298'TO REACH THE MARK FROM THE INTERSECTION OF S.R 384 (SOUTH MAIN ST.)
 DG5298'AND MILL ROAD, PROCEED SOUTHWEST ON MILL RD. FOR 0.81 KM (0.5MI) TO A
 DG5298'RAILROAD OVERPASS AND THE INTERSECTION WITH SOUTH COLLEGE ST., THENCE
 DG5298'NORTHEAST ALONG THE SOUTH SIDE OF THE ILL. CENTRAL RAILROAD FOR 80.0 M
 DG5298'(263 FT.) TO THE MARK ON THE RIGHT, ON THE SOUTH SIDE OF THE RAILROAD.
 DG5298'THE MARK IS 3.7 M (12.2 FT.) SOUTHEAST OF THE SOUTH RAIL OF THE
 DG5298'RAILROAD TRACK, 3.0 M (9.8 FT.) NORTHWEST OF A CARSONITE WITNESS POST
 DG5298'SET IN A CHAINLINK FENCE, AND 71.2 M (233.6 FT.) NORTHEAST OF
 DG5298'BENCHMARK J69 (1935).
 DG5298' 
 DG5298'THE MARK IS A MEMPHIS DIST. C.O.E. (TYPE F MONUMENT) ALUMINUM CAP SET
 DG5298'ON A 7.0 FT. ALUMINUM ROD RECESSED 0.1 M (0.3 FT) BELOW GROUND.
 DG5298' 
 DG5298'THE MARK IS STAMPED ... J69X 2002
 DG5298' 
 DG5298'
 DG5298
 DG5298                          STATION RECOVERY (2003)
 DG5298
 DG5298'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DG5298'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1457 ***********************************************************************
 FC1457  DESIGNATION -  J 7
 FC1457  PID         -  FC1457
 FC1457  STATE/COUNTY-  TN/WARREN
 FC1457  USGS QUAD   -  MORRISON (1983)
 FC1457
 FC1457                         *CURRENT SURVEY CONTROL
 FC1457  ___________________________________________________________________
 FC1457* NAD 83(1986)-  35 36 10.     (N)    085 55 16.     (W)     SCALED    
 FC1457* NAVD 88     -       326.438  (meters)    1070.99   (feet)  ADJUSTED  
 FC1457  ___________________________________________________________________
 FC1457  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1457  DYNAMIC HT  -         326.132 (meters)    1069.98  (feet)  COMP
 FC1457  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FC1457
 FC1457  VERT ORDER  -  SECOND    CLASS 0
 FC1457
 FC1457.The horizontal coordinates were scaled from a topographic map and have
 FC1457.an estimated accuracy of +/- 6 seconds.
 FC1457
 FC1457.The orthometric height was determined by differential leveling
 FC1457.and adjusted by the National Geodetic Survey in June 1991..
 FC1457
 FC1457.The geoid height was determined by GEOID03.
 FC1457
 FC1457.The dynamic height is computed by dividing the NAVD 88
 FC1457.geopotential number by the normal gravity value computed on the
 FC1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1457.degrees latitude (g = 980.6199 gals.).
 FC1457
 FC1457.The modeled gravity was interpolated from observed gravity values.
 FC1457
 FC1457;                    North         East    Units  Estimated Accuracy
 FC1457;SPC TN       -   140,850.      607,150.      MT  (+/- 180 meters Scaled)
 FC1457
 FC1457                          SUPERSEDED SURVEY CONTROL
 FC1457
 FC1457  NGVD 29 (??/??/92)  326.449  (m)         1071.02   (f) ADJ UNCH    2 0
 FC1457
 FC1457.Superseded values are not recommended for survey control.
 FC1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1457.See file dsdata.txt to determine how the superseded data were derived.
 FC1457
 FC1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE977404(NAD 83)
 FC1457_MARKER: DB = BENCH MARK DISK
 FC1457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1457_SP_SET: CULVERT
 FC1457_STAMPING: 1071.297 J 7 1930
 FC1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1457
 FC1457  HISTORY     - Date     Condition        Report By
 FC1457  HISTORY     - 1930     MONUMENTED       CGS
 FC1457  HISTORY     - 1943     GOOD             NGS
 FC1457
 FC1457                          STATION DESCRIPTION
 FC1457
 FC1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1457'AT MORRISON.
 FC1457'AT MORRISON, WARREN COUNTY, 13 RAILS SOUTHWEST OF THE NASHVILLE,
 FC1457'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, IN THE SOUTHEAST
 FC1457'HEADWALL OF A CONCRETE CULVERT, 14 INCHES EAST OF THE WEST END,
 FC1457'12 INCHES NORTH OF THE SOUTH FACE, 12 FEET SOUTHWEST OF THE
 FC1457'SOUTHWEST RAIL, AND 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 FC1457'STAMPED 1071.297 J 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1045 ***********************************************************************
 FE1045  DESIGNATION -  J 72
 FE1045  PID         -  FE1045
 FE1045  STATE/COUNTY-  TN/HARDEMAN
 FE1045  USGS QUAD   -  BOLIVAR WEST (1981)
 FE1045
 FE1045                         *CURRENT SURVEY CONTROL
 FE1045  ___________________________________________________________________
 FE1045* NAD 83(1986)-  35 17 13.     (N)    089 06 00.     (W)     SCALED    
 FE1045* NAVD 88     -       161.910  (meters)     531.20   (feet)  ADJUSTED  
 FE1045  ___________________________________________________________________
 FE1045  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FE1045  DYNAMIC HT  -         161.761 (meters)     530.71  (feet)  COMP
 FE1045  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FE1045
 FE1045  VERT ORDER  -  SECOND    CLASS 0
 FE1045
 FE1045.The horizontal coordinates were scaled from a topographic map and have
 FE1045.an estimated accuracy of +/- 6 seconds.
 FE1045
 FE1045.The orthometric height was determined by differential leveling
 FE1045.and adjusted by the National Geodetic Survey in June 1991..
 FE1045
 FE1045.The geoid height was determined by GEOID03.
 FE1045
 FE1045.The dynamic height is computed by dividing the NAVD 88
 FE1045.geopotential number by the normal gravity value computed on the
 FE1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1045.degrees latitude (g = 980.6199 gals.).
 FE1045
 FE1045.The modeled gravity was interpolated from observed gravity values.
 FE1045
 FE1045;                    North         East    Units  Estimated Accuracy
 FE1045;SPC TN       -   110,270.      318,050.      MT  (+/- 180 meters Scaled)
 FE1045
 FE1045                          SUPERSEDED SURVEY CONTROL
 FE1045
 FE1045  NGVD 29 (??/??/??)  161.893  (m)          531.14   (f) ADJUSTED    2 0
 FE1045
 FE1045.Superseded values are not recommended for survey control.
 FE1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1045.See file dsdata.txt to determine how the superseded data were derived.
 FE1045
 FE1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE090068(NAD 83)
 FE1045_MARKER: DB = BENCH MARK DISK
 FE1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1045_STAMPING: J 72 1935
 FE1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1045+STABILITY: SURFACE MOTION
 FE1045
 FE1045  HISTORY     - Date     Condition        Report By
 FE1045  HISTORY     - 1935     MONUMENTED       CGS
 FE1045  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1045
 FE1045                          STATION DESCRIPTION
 FE1045
 FE1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1045'6.7 MI W FROM BOLIVAR.
 FE1045'6.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE STANDARD OIL CO.
 FE1045'PLANT AT BOLIVAR, HARDEMAN COUNTY, 80 FEET NORTH OF A FARMHOUSE,
 FE1045'AT THE J.R. SMITH PROPERTY IN 1935, AND 30 FEET SOUTH OF THE
 FE1045'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 72 1935
 FE1045'AND SET IN THE TOP OF A CONCRETE POST.
 FE1045
 FE1045                          STATION RECOVERY (2002)
 FE1045
 FE1045'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1045'MARK IS ALONG OLD HWY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1019 ***********************************************************************
 FE1019  DESIGNATION -  J 73
 FE1019  PID         -  FE1019
 FE1019  STATE/COUNTY-  TN/FAYETTE
 FE1019  USGS QUAD   -  LAMBERT (1983)
 FE1019
 FE1019                         *CURRENT SURVEY CONTROL
 FE1019  ___________________________________________________________________
 FE1019* NAD 83(1986)-  35 18 06.     (N)    089 23 46.     (W)     SCALED    
 FE1019* NAVD 88     -       119.980  (meters)     393.63   (feet)  ADJUSTED  
 FE1019  ___________________________________________________________________
 FE1019  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE1019  DYNAMIC HT  -         119.871 (meters)     393.28  (feet)  COMP
 FE1019  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 FE1019
 FE1019  VERT ORDER  -  SECOND    CLASS 0
 FE1019
 FE1019.The horizontal coordinates were scaled from a topographic map and have
 FE1019.an estimated accuracy of +/- 6 seconds.
 FE1019
 FE1019.The orthometric height was determined by differential leveling
 FE1019.and adjusted by the National Geodetic Survey in June 1991..
 FE1019
 FE1019.The geoid height was determined by GEOID03.
 FE1019
 FE1019.The dynamic height is computed by dividing the NAVD 88
 FE1019.geopotential number by the normal gravity value computed on the
 FE1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1019.degrees latitude (g = 980.6199 gals.).
 FE1019
 FE1019.The modeled gravity was interpolated from observed gravity values.
 FE1019
 FE1019;                    North         East    Units  Estimated Accuracy
 FE1019;SPC TN       -   112,800.      291,180.      MT  (+/- 180 meters Scaled)
 FE1019
 FE1019                          SUPERSEDED SURVEY CONTROL
 FE1019
 FE1019  NGVD 29 (??/??/??)  119.963  (m)          393.58   (f) ADJUSTED    2 0
 FE1019
 FE1019.Superseded values are not recommended for survey control.
 FE1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1019.See file dsdata.txt to determine how the superseded data were derived.
 FE1019
 FE1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE821091(NAD 83)
 FE1019_MARKER: DB = BENCH MARK DISK
 FE1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1019+STABILITY: SURFACE MOTION
 FE1019
 FE1019  HISTORY     - Date     Condition        Report By
 FE1019  HISTORY     - 1935     MONUMENTED       CGS
 FE1019  HISTORY     - 1935     GOOD             CGS
 FE1019  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1019
 FE1019                          STATION DESCRIPTION
 FE1019
 FE1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1019'5.2 MI N FROM SOMERVILLE.
 FE1019'5.2 MILES NORTHWEST OF FAYETTE, 30 FT. SOUTH OF HIGHWAY 59,
 FE1019'70 FT. NORTH OF FENCE INTERSECTION, 300 YDS NORTH OF TOP OF
 FE1019'HILL, 300 YDS. NORTH OF A.P. WINFRYS HOUSE.
 FE1019
 FE1019                          STATION RECOVERY (2002)
 FE1019
 FE1019'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2085 ***********************************************************************
 FE2085  DESIGNATION -  J 74 RESET
 FE2085  PID         -  FE2085
 FE2085  STATE/COUNTY-  TN/SHELBY
 FE2085  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2085
 FE2085                         *CURRENT SURVEY CONTROL
 FE2085  ___________________________________________________________________
 FE2085* NAD 83(1986)-  35 03 06.     (N)    089 54 55.     (W)     SCALED    
 FE2085* NAVD 88     -        85.84   (+/-2cm)     281.6    (feet)  VERTCON   
 FE2085  ___________________________________________________________________
 FE2085  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2085
 FE2085  VERT ORDER  -  THIRD (See Below)
 FE2085
 FE2085.The horizontal coordinates were scaled from a topographic map and have
 FE2085.an estimated accuracy of +/- 6 seconds.
 FE2085
 FE2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2085.The vertical order pertains to the NGVD 29 superseded value.
 FE2085
 FE2085.The geoid height was determined by GEOID03.
 FE2085
 FE2085;                    North         East    Units  Estimated Accuracy
 FE2085;SPC TN       -    86,850.      242,890.      MT  (+/- 180 meters Scaled)
 FE2085
 FE2085                          SUPERSEDED SURVEY CONTROL
 FE2085
 FE2085  NGVD 29 (??/??/??)   85.81   (m)          281.5    (f) RESET       3  
 FE2085
 FE2085.Superseded values are not recommended for survey control.
 FE2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2085.See file dsdata.txt to determine how the superseded data were derived.
 FE2085
 FE2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD341826(NAD 83)
 FE2085_MARKER: DB = BENCH MARK DISK
 FE2085_SETTING: 0 = UNSPECIFIED SETTING
 FE2085_STAMPING: J 74 RESET 1976
 FE2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2085
 FE2085  HISTORY     - Date     Condition        Report By
 FE2085  HISTORY     - 1976     MONUMENTED       NGS
 FE2085  HISTORY     - 19950913 GOOD             TN1620
 FE2085
 FE2085                          STATION DESCRIPTION
 FE2085
 FE2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE2085'0.6 MI E FROM OAKVILLE.
 FE2085'ABOUT 0.65 MILE EAST ALONG WINCHESTER ROAD FROM INTERSECTION OF
 FE2085'U.S. HIGHWAY 78 AT OAKVILLE, ABOUT 0.8 MILE EAST ALONG ROAD FROM
 FE2085'FRISCO RAILROAD OVERPASS OVER WINCHESTER, ABOUT 230 FEET SOUTH OF
 FE2085'CENTERLINE OF ROAD, ABOUT 3 FEET BELOW LEVEL OF ROAD, ABOUT 108.5
 FE2085'FEET EAST OF CHAIN LINK FENCE AROUND SUB-STATION, 138.5 FEET WEST
 FE2085'OF TEN MILE CREEK TOP BANK, 1.6 FEET NORTHEAST OF NORTHWEST LEG
 FE2085'OF THE MOST WESTERN ONE OF TWO POWER TRANSMISSION TOWERS, A DISK
 FE2085'STAMPED AS ABOVE IN CONCRETE, ABOUT 1 INCH BELOW SURFACE OF GROUND.
 FE2085
 FE2085                          STATION RECOVERY (1995)
 FE2085
 FE2085'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE2085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0458 ***********************************************************************
 FF0458  DESIGNATION -  J 75
 FF0458  PID         -  FF0458
 FF0458  STATE/COUNTY-  TN/SHELBY
 FF0458  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0458
 FF0458                         *CURRENT SURVEY CONTROL
 FF0458  ___________________________________________________________________
 FF0458* NAD 83(1986)-  35 05 52.     (N)    090 03 48.     (W)     SCALED    
 FF0458* NAVD 88     -        77.029  (meters)     252.72   (feet)  ADJUSTED  
 FF0458  ___________________________________________________________________
 FF0458  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0458  DYNAMIC HT  -          76.959 (meters)     252.49  (feet)  COMP
 FF0458  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 FF0458
 FF0458  VERT ORDER  -  FIRST     CLASS I
 FF0458
 FF0458.The horizontal coordinates were scaled from a topographic map and have
 FF0458.an estimated accuracy of +/- 6 seconds.
 FF0458
 FF0458.The orthometric height was determined by differential leveling
 FF0458.and adjusted by the National Geodetic Survey in July 1994..
 FF0458.WARNING-Repeat measurements at this control monument indicate possible
 FF0458.vertical movement.
 FF0458
 FF0458.The geoid height was determined by GEOID03.
 FF0458
 FF0458.The dynamic height is computed by dividing the NAVD 88
 FF0458.geopotential number by the normal gravity value computed on the
 FF0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0458.degrees latitude (g = 980.6199 gals.).
 FF0458
 FF0458.The modeled gravity was interpolated from observed gravity values.
 FF0458
 FF0458;                    North         East    Units  Estimated Accuracy
 FF0458;SPC TN       -    92,510.      229,600.      MT  (+/- 180 meters Scaled)
 FF0458
 FF0458                          SUPERSEDED SURVEY CONTROL
 FF0458
 FF0458  NAVD 88 (06/15/91)   77.033  (m)          252.73   (f) UNKNOWN     1 1
 FF0458  NGVD 29 (??/??/??)   77.012  (m)          252.66   (f) ADJUSTED    1 1
 FF0458
 FF0458.Superseded values are not recommended for survey control.
 FF0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0458.See file dsdata.txt to determine how the superseded data were derived.
 FF0458
 FF0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU676878(NAD 83)
 FF0458_MARKER: DB = BENCH MARK DISK
 FF0458_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FF0458_SP_SET: BUILDING
 FF0458_STAMPING: J 75 1956
 FF0458_MARK LOGO: CGS   
 FF0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF0458+STABILITY: POSITION/ELEVATION WELL
 FF0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0458+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 FF0458
 FF0458  HISTORY     - Date     Condition        Report By
 FF0458  HISTORY     - 1956     MONUMENTED       CGS
 FF0458  HISTORY     - 1974     GOOD             NGS
 FF0458  HISTORY     - 1976     GOOD             NGS
 FF0458  HISTORY     - 1983     GOOD             NGS
 FF0458  HISTORY     - 19911112 GOOD             NGS
 FF0458  HISTORY     - 19950322 GOOD             TN1620
 FF0458  HISTORY     - 20021029 GOOD             USACE
 FF0458
 FF0458                          STATION DESCRIPTION
 FF0458
 FF0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0458'AT MEMPHIS.
 FF0458'AT MEMPHIS, 1.8 MILES SOUTH ALONG FLORIDA STREET FROM THE
 FF0458'INTERSECTION WITH CRUMP BOULEVARD, 191 FEET NW OF THE CENTER OF
 FF0458'THE CROSSING OF FLORIDA STREET AND ILLINOIS CENTRAL RAILROAD,
 FF0458'100 FEET WEST OF THE CENTER LINE OF FLORIDA STREET, SET VERTICALLY
 FF0458'IN THE EAST FACE OF A CONCRETE PILLAR AT THE SOUTHEAST CORNER
 FF0458'OF A LARGE WAREHOUSE (ALLSTATES TRUCK BROKERAGE COMPANY), 1
 FF0458'FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 2 FEET
 FF0458'ABOVE LEVEL OF THE GROUND AND 3 FEET BELOW LEVEL OF FLORIDA
 FF0458'STREET.
 FF0458
 FF0458                          STATION RECOVERY (1976)
 FF0458
 FF0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0458'RECOVERED IN GOOD CONDITION.
 FF0458
 FF0458                          STATION RECOVERY (1983)
 FF0458
 FF0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FF0458'RECOVERED IN GOOD CONDITION.  NOTE, BUILDING IS NOW THE CONTINENTAL
 FF0458'WAREHOUSE.
 FF0458
 FF0458                          STATION RECOVERY (1991)
 FF0458
 FF0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0458'IN MEMPHIS, SET VERTICALLY IN THE EAST FACE OF A CONCRETE COLUMN AT
 FF0458'THE MEMPHIS DISTRIBUTION SERVICES INCORPORATED AT 1797 FLORIDA
 FF0458'STREET, 29.7 M (97.4 FT) WEST OF THE STREET CENTERLINE, 0.6 M
 FF0458'(2.0 FT) BELOW THE LEVEL OF THE STREET, 0.6 M (2.0 FT) ABOVE THE
 FF0458'GROUND SURFACE, AND 0.3 M (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF
 FF0458'THE BUILDING.
 FF0458
 FF0458                          STATION RECOVERY (1995)
 FF0458
 FF0458'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0458'RECOVERED IN GOOD CONDITION.
 FF0458
 FF0458                          STATION RECOVERY (2002)
 FF0458
 FF0458'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0475 ***********************************************************************
 FD0475  DESIGNATION -  J 77
 FD0475  PID         -  FD0475
 FD0475  STATE/COUNTY-  TN/MAURY
 FD0475  USGS QUAD   -  GLENDALE (1981)
 FD0475
 FD0475                         *CURRENT SURVEY CONTROL
 FD0475  ___________________________________________________________________
 FD0475* NAD 83(1986)-  35 31 52.     (N)    086 55 44.     (W)     SCALED    
 FD0475* NAVD 88     -       196.274  (meters)     643.94   (feet)  ADJUSTED  
 FD0475  ___________________________________________________________________
 FD0475  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0475  DYNAMIC HT  -         196.099 (meters)     643.37  (feet)  COMP
 FD0475  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 FD0475
 FD0475  VERT ORDER  -  FIRST     CLASS II
 FD0475
 FD0475.The horizontal coordinates were scaled from a topographic map and have
 FD0475.an estimated accuracy of +/- 6 seconds.
 FD0475
 FD0475.The orthometric height was determined by differential leveling
 FD0475.and adjusted by the National Geodetic Survey in June 1991..
 FD0475
 FD0475.The geoid height was determined by GEOID03.
 FD0475
 FD0475.The dynamic height is computed by dividing the NAVD 88
 FD0475.geopotential number by the normal gravity value computed on the
 FD0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0475.degrees latitude (g = 980.6199 gals.).
 FD0475
 FD0475.The modeled gravity was interpolated from observed gravity values.
 FD0475
 FD0475;                    North         East    Units  Estimated Accuracy
 FD0475;SPC TN       -   133,290.      515,760.      MT  (+/- 180 meters Scaled)
 FD0475
 FD0475                          SUPERSEDED SURVEY CONTROL
 FD0475
 FD0475  NGVD 29 (??/??/92)  196.257  (m)          643.89   (f) ADJ UNCH    1 2
 FD0475
 FD0475.Superseded values are not recommended for survey control.
 FD0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0475.See file dsdata.txt to determine how the superseded data were derived.
 FD0475
 FD0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE064319(NAD 83)
 FD0475_MARKER: DB = BENCH MARK DISK
 FD0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0475_SP_SET: CULVERT
 FD0475_STAMPING: J 77 1934
 FD0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0475
 FD0475  HISTORY     - Date     Condition        Report By
 FD0475  HISTORY     - 1934     MONUMENTED       CGS
 FD0475  HISTORY     - 1949     GOOD             NGS
 FD0475
 FD0475                          STATION DESCRIPTION
 FD0475
 FD0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0475'2.7 MI NW FROM BRYANT.
 FD0475'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0475'SCHOOL AT BRYANT, AT THE CROSSING OF THE OLD ABANDONED NASHVILLE,
 FD0475'CHATTANOOGA AND ST. LOUIS RAILWAY, SET IN THE TOP OF THE NORTHEAST
 FD0475'END OF THE NORTHWEST ABUTMENT OF A 10-FOOT CONCRETE CULVERT
 FD0475'UNDER OLD RAILWAY BED, 54 FEET SOUTH OF THE CENTER LINE OF THE
 FD0475'HIGHWAY, 85 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 28 FEET
 FD0475'SOUTH OF POWER TRANSFORMER POLE NO. 193, 7 FEET NORTHEAST OF
 FD0475'THE CENTER OF THE OLD RAILWAY BED AND ABOUT LEVEL WITH THE
 FD0475'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1139 ***********************************************************************
 GB1139  DESIGNATION -  J 78
 GB1139  PID         -  GB1139
 GB1139  STATE/COUNTY-  TN/FENTRESS
 GB1139  USGS QUAD   -  PALL MALL (1986)
 GB1139
 GB1139                         *CURRENT SURVEY CONTROL
 GB1139  ___________________________________________________________________
 GB1139* NAD 83(1986)-  36 33 07.     (N)    084 59 19.     (W)     SCALED    
 GB1139* NAVD 88     -       277.125  (meters)     909.20   (feet)  ADJUSTED  
 GB1139  ___________________________________________________________________
 GB1139  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 GB1139  DYNAMIC HT  -         276.888 (meters)     908.42  (feet)  COMP
 GB1139  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 GB1139
 GB1139  VERT ORDER  -  SECOND    CLASS 0
 GB1139
 GB1139.The horizontal coordinates were scaled from a topographic map and have
 GB1139.an estimated accuracy of +/- 6 seconds.
 GB1139
 GB1139.The orthometric height was determined by differential leveling
 GB1139.and adjusted by the National Geodetic Survey in June 1991..
 GB1139
 GB1139.The geoid height was determined by GEOID03.
 GB1139
 GB1139.The dynamic height is computed by dividing the NAVD 88
 GB1139.geopotential number by the normal gravity value computed on the
 GB1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1139.degrees latitude (g = 980.6199 gals.).
 GB1139
 GB1139.The modeled gravity was interpolated from observed gravity values.
 GB1139
 GB1139;                    North         East    Units  Estimated Accuracy
 GB1139;SPC TN       -   246,630.      690,550.      MT  (+/- 180 meters Scaled)
 GB1139
 GB1139                          SUPERSEDED SURVEY CONTROL
 GB1139
 GB1139  NGVD 29 (??/??/92)  277.252  (m)          909.62   (f) ADJ UNCH    2 0
 GB1139
 GB1139.Superseded values are not recommended for survey control.
 GB1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1139.See file dsdata.txt to determine how the superseded data were derived.
 GB1139
 GB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF800470(NAD 83)
 GB1139_MARKER: DB = BENCH MARK DISK
 GB1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1139_STAMPING: J 78 1935 909.618
 GB1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1139+STABILITY: SURFACE MOTION
 GB1139
 GB1139  HISTORY     - Date     Condition        Report By
 GB1139  HISTORY     - 1935     MONUMENTED       CGS
 GB1139  HISTORY     - 1951     GOOD             NGS
 GB1139  HISTORY     - 1958     POOR             NGS
 GB1139
 GB1139                          STATION DESCRIPTION
 GB1139
 GB1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1139'1.8 MI SE FROM FORBUS.
 GB1139'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 GB1139'OFFICE AT FORBUS, AT FORBUS SCHOOL, 46 FEET SOUTH OF CENTER LINE
 GB1139'OF HIGHWAY, 265 FEET SOUTHWEST AND ACROSS HIGHWAY FROM SOUTHWEST
 GB1139'CORNER OF SCHOOL, 81 FEET NORTHWEST OF THE WEST ONE OF THREE
 GB1139'20-INCH SYCAMORE TREES, 42 FEET NORTHEAST OF A LONE 14-INCH WALNUT
 GB1139'TREE, 22 FEET EAST OF SOUTHEAST CORNER OF C.W. UPCHURCHS GROCERY
 GB1139'STORE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 GB1139'FOOT BELOW HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GB1139'5 INCHES.
 GB1139
 GB1139                          STATION RECOVERY (1958)
 GB1139
 GB1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1139'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0172 ***********************************************************************
 GC0172  DESIGNATION -  J 79
 GC0172  PID         -  GC0172
 GC0172  STATE/COUNTY-  TN/WILSON
 GC0172  USGS QUAD   -  WATERTOWN (1994)
 GC0172
 GC0172                         *CURRENT SURVEY CONTROL
 GC0172  ___________________________________________________________________
 GC0172* NAD 83(1986)-  36 06 00.     (N)    086 08 03.     (W)     SCALED    
 GC0172* NAVD 88     -       203.229  (meters)     666.76   (feet)  ADJUSTED  
 GC0172  ___________________________________________________________________
 GC0172  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GC0172  DYNAMIC HT  -         203.054 (meters)     666.19  (feet)  COMP
 GC0172  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC0172
 GC0172  VERT ORDER  -  SECOND    CLASS 0
 GC0172
 GC0172.The horizontal coordinates were scaled from a topographic map and have
 GC0172.an estimated accuracy of +/- 6 seconds.
 GC0172
 GC0172.The orthometric height was determined by differential leveling
 GC0172.and adjusted by the National Geodetic Survey in June 1991..
 GC0172
 GC0172.The geoid height was determined by GEOID03.
 GC0172
 GC0172.The dynamic height is computed by dividing the NAVD 88
 GC0172.geopotential number by the normal gravity value computed on the
 GC0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0172.degrees latitude (g = 980.6199 gals.).
 GC0172
 GC0172.The modeled gravity was interpolated from observed gravity values.
 GC0172
 GC0172;                    North         East    Units  Estimated Accuracy
 GC0172;SPC TN       -   196,020.      587,920.      MT  (+/- 180 meters Scaled)
 GC0172
 GC0172                          SUPERSEDED SURVEY CONTROL
 GC0172
 GC0172  NGVD 29 (??/??/92)  203.284  (m)          666.94   (f) ADJ UNCH    2 0
 GC0172
 GC0172.Superseded values are not recommended for survey control.
 GC0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0172.See file dsdata.txt to determine how the superseded data were derived.
 GC0172
 GC0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE779953(NAD 83)
 GC0172_MARKER: DB = BENCH MARK DISK
 GC0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0172_SP_SET: BUILDING
 GC0172_STAMPING: J 79 1935
 GC0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0172
 GC0172  HISTORY     - Date     Condition        Report By
 GC0172  HISTORY     - 1935     MONUMENTED       CGS
 GC0172  HISTORY     - 1954     GOOD             NGS
 GC0172
 GC0172                          STATION DESCRIPTION
 GC0172
 GC0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GC0172'AT WATERTOWN.
 GC0172'AT WATERTOWN, WILSON COUNTY, ON U.S. HIGHWAY 70 N, IN THE EAST
 GC0172'FACE OF THE PIONEER BUILDING, 14 INCHES NORTH OF THE SOUTHEAST
 GC0172'CORNER OF THE BUILDING, 29 FEET NORTH OF THE CENTERLINE OF THE
 GC0172'HIGHWAY, AND 2 1/2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 GC0172'STAMPED J 79 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1008 ***********************************************************************
 FC1008  DESIGNATION -  J 8
 FC1008  PID         -  FC1008
 FC1008  STATE/COUNTY-  TN/CUMBERLAND
 FC1008  USGS QUAD   -  CROSSVILLE (1982)
 FC1008
 FC1008                         *CURRENT SURVEY CONTROL
 FC1008  ___________________________________________________________________
 FC1008* NAD 83(1986)-  35 57 04.     (N)    085 01 57.     (W)     SCALED    
 FC1008* NAVD 88     -       555.734  (meters)    1823.27   (feet)  ADJUSTED  
 FC1008  ___________________________________________________________________
 FC1008  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1008  DYNAMIC HT  -         555.215 (meters)    1821.57  (feet)  COMP
 FC1008  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 FC1008
 FC1008  VERT ORDER  -  SECOND    CLASS 0
 FC1008
 FC1008.The horizontal coordinates were scaled from a topographic map and have
 FC1008.an estimated accuracy of +/- 6 seconds.
 FC1008
 FC1008.The orthometric height was determined by differential leveling
 FC1008.and adjusted by the National Geodetic Survey in June 1991..
 FC1008
 FC1008.The geoid height was determined by GEOID03.
 FC1008
 FC1008.The dynamic height is computed by dividing the NAVD 88
 FC1008.geopotential number by the normal gravity value computed on the
 FC1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1008.degrees latitude (g = 980.6199 gals.).
 FC1008
 FC1008.The modeled gravity was interpolated from observed gravity values.
 FC1008
 FC1008;                    North         East    Units  Estimated Accuracy
 FC1008;SPC TN       -   179,920.      687,280.      MT  (+/- 180 meters Scaled)
 FC1008
 FC1008                          SUPERSEDED SURVEY CONTROL
 FC1008
 FC1008  NGVD 29 (??/??/92)  555.791  (m)         1823.46   (f) ADJ UNCH    2 0
 FC1008
 FC1008.Superseded values are not recommended for survey control.
 FC1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1008.See file dsdata.txt to determine how the superseded data were derived.
 FC1008
 FC1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE774803(NAD 83)
 FC1008_MARKER: DB = BENCH MARK DISK
 FC1008_SETTING: 66 = SET IN ROCK OUTCROP
 FC1008_SP_SET: ROCK LEDGE
 FC1008_STAMPING: 1823.625 J 8 1931
 FC1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1008+STABILITY: POSITION/ELEVATION WELL
 FC1008
 FC1008  HISTORY     - Date     Condition        Report By
 FC1008  HISTORY     - 1931     MONUMENTED       CGS
 FC1008  HISTORY     - 1934     GOOD             NGS
 FC1008
 FC1008                          STATION DESCRIPTION
 FC1008
 FC1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1008'0.3 MI W FROM CROSSVILLE.
 FC1008'0.3 MILE WEST ALONG U.S. HIGHWAY 70 A FROM THE TENNESSEE CENTRAL
 FC1008'RAILWAY STATION AT CROSSVILLE, CUMBERLAND COUNTY, AT A CONCRETE
 FC1008'HIGHWAY CULVERT, 36 FEET NORTHWEST OF THE CENTER OF THE NORTH END,
 FC1008'IN A ROCK LEDGE, 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FC1008'AND 7-1/2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FC1008'STAMPED 1823.625 J 8 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1814 ***********************************************************************
 GB1814  DESIGNATION -  J 80
 GB1814  PID         -  GB1814
 GB1814  STATE/COUNTY-  TN/MACON
 GB1814  USGS QUAD   -  PLEASANT SHADE (1981)
 GB1814
 GB1814                         *CURRENT SURVEY CONTROL
 GB1814  ___________________________________________________________________
 GB1814* NAD 83(1986)-  36 26 01.     (N)    085 53 36.     (W)     SCALED    
 GB1814* NAVD 88     -       316.274  (meters)    1037.64   (feet)  POSTED    
 GB1814  ___________________________________________________________________
 GB1814  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 GB1814  DYNAMIC HT  -         316.000 (meters)    1036.74  (feet)  COMP
 GB1814  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GB1814
 GB1814  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1814
 GB1814.The horizontal coordinates were scaled from a topographic map and have
 GB1814.an estimated accuracy of +/- 6 seconds.
 GB1814
 GB1814.The orthometric height was determined by differential leveling
 GB1814.and adjusted by the National Geodetic Survey in 1992..
 GB1814.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1814.rate of 0.0 thru 1.0 mm/km.
 GB1814
 GB1814.The geoid height was determined by GEOID03.
 GB1814
 GB1814.The dynamic height is computed by dividing the NAVD 88
 GB1814.geopotential number by the normal gravity value computed on the
 GB1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1814.degrees latitude (g = 980.6199 gals.).
 GB1814
 GB1814.The modeled gravity was interpolated from observed gravity values.
 GB1814
 GB1814;                    North         East    Units  Estimated Accuracy
 GB1814;SPC TN       -   233,030.      609,570.      MT  (+/- 180 meters Scaled)
 GB1814
 GB1814                          SUPERSEDED SURVEY CONTROL
 GB1814
 GB1814  NGVD 29 (??/??/92)  316.363  (m)         1037.93   (f) ADJ UNCH    2 0
 GB1814
 GB1814.Superseded values are not recommended for survey control.
 GB1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1814.See file dsdata.txt to determine how the superseded data were derived.
 GB1814
 GB1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF991326(NAD 83)
 GB1814_MARKER: DB = BENCH MARK DISK
 GB1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1814_STAMPING: J 80 1935
 GB1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1814+STABILITY: SURFACE MOTION
 GB1814
 GB1814  HISTORY     - Date     Condition        Report By
 GB1814  HISTORY     - 1935     MONUMENTED       CGS
 GB1814
 GB1814                          STATION DESCRIPTION
 GB1814
 GB1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1814'5.7 MI N FROM PLEASANT SHADE.
 GB1814'IN MACON COUNTY, 5.7 MILES NORTH ALONG STATE HIGHWAY 80 FROM
 GB1814'PLEASANT SHADE, SMITH COUNTY, 300 YARDS NORTH OF A STORE BUILDING
 GB1814'(VACANT IN 1935), 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GB1814'28 FEET NORTHEAST OF A METAL CULVERT UNDER THE HIGHWAY, AND 0.6
 GB1814'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 80 1935
 GB1814'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1977 ***********************************************************************
 GB1977  DESIGNATION -  J 82
 GB1977  PID         -  GB1977
 GB1977  STATE/COUNTY-  TN/CLAY
 GB1977  USGS QUAD   -  UNION HILL (1968)
 GB1977
 GB1977                         *CURRENT SURVEY CONTROL
 GB1977  ___________________________________________________________________
 GB1977* NAD 83(1986)-  36 36 01.     (N)    085 41 12.     (W)     SCALED    
 GB1977* NAVD 88     -       258.981  (meters)     849.67   (feet)  ADJUSTED  
 GB1977  ___________________________________________________________________
 GB1977  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 GB1977  DYNAMIC HT  -         258.760 (meters)     848.95  (feet)  COMP
 GB1977  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GB1977
 GB1977  VERT ORDER  -  SECOND    CLASS 0
 GB1977
 GB1977.The horizontal coordinates were scaled from a topographic map and have
 GB1977.an estimated accuracy of +/- 6 seconds.
 GB1977
 GB1977.The orthometric height was determined by differential leveling
 GB1977.and adjusted by the National Geodetic Survey in June 1991..
 GB1977
 GB1977.The geoid height was determined by GEOID03.
 GB1977
 GB1977.The dynamic height is computed by dividing the NAVD 88
 GB1977.geopotential number by the normal gravity value computed on the
 GB1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1977.degrees latitude (g = 980.6199 gals.).
 GB1977
 GB1977.The modeled gravity was interpolated from observed gravity values.
 GB1977
 GB1977;                    North         East    Units  Estimated Accuracy
 GB1977;SPC TN       -   251,570.      628,040.      MT  (+/- 180 meters Scaled)
 GB1977
 GB1977                          SUPERSEDED SURVEY CONTROL
 GB1977
 GB1977  NGVD 29 (??/??/92)  259.088  (m)          850.02   (f) ADJ UNCH    2 0
 GB1977
 GB1977.Superseded values are not recommended for survey control.
 GB1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1977.See file dsdata.txt to determine how the superseded data were derived.
 GB1977
 GB1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF174513(NAD 83)
 GB1977_MARKER: DB = BENCH MARK DISK
 GB1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1977_STAMPING: J 82 1935
 GB1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1977+STABILITY: SURFACE MOTION
 GB1977
 GB1977  HISTORY     - Date     Condition        Report By
 GB1977  HISTORY     - 1935     MONUMENTED       CGS
 GB1977
 GB1977                          STATION DESCRIPTION
 GB1977
 GB1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1977'4.2 MI W FROM MOSS.
 GB1977'4.2 MILES WEST ALONG STATE HIGHWAY 52 FROM MOSS, CLAY COUNTY, 60
 GB1977'YARDS WEST OF THE RESIDENCE OF W.C. WHITE, 33 FEET EAST OF A
 GB1977'10-INCH APPLE TREE, 26 FEET SOUTH OF THE CENTERLINE OF THE
 GB1977'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GB1977'DISK, STAMPED J 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0219 ***********************************************************************
 GC0219  DESIGNATION -  J 83
 GC0219  PID         -  GC0219
 GC0219  STATE/COUNTY-  TN/TROUSDALE
 GC0219  USGS QUAD   -  HARTSVILLE (1994)
 GC0219
 GC0219                         *CURRENT SURVEY CONTROL
 GC0219  ___________________________________________________________________
 GC0219* NAD 83(1986)-  36 23 44.     (N)    086 13 37.     (W)     SCALED    
 GC0219* NAVD 88     -       183.089  (meters)     600.68   (feet)  ADJUSTED  
 GC0219  ___________________________________________________________________
 GC0219  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0219  DYNAMIC HT  -         182.938 (meters)     600.19  (feet)  COMP
 GC0219  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GC0219
 GC0219  VERT ORDER  -  SECOND    CLASS 0
 GC0219
 GC0219.The horizontal coordinates were scaled from a topographic map and have
 GC0219.an estimated accuracy of +/- 6 seconds.
 GC0219
 GC0219.The orthometric height was determined by differential leveling
 GC0219.and adjusted by the National Geodetic Survey in June 1991..
 GC0219
 GC0219.The geoid height was determined by GEOID03.
 GC0219
 GC0219.The dynamic height is computed by dividing the NAVD 88
 GC0219.geopotential number by the normal gravity value computed on the
 GC0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0219.degrees latitude (g = 980.6199 gals.).
 GC0219
 GC0219.The modeled gravity was interpolated from observed gravity values.
 GC0219
 GC0219;                    North         East    Units  Estimated Accuracy
 GC0219;SPC TN       -   228,830.      579,640.      MT  (+/- 180 meters Scaled)
 GC0219
 GC0219                          SUPERSEDED SURVEY CONTROL
 GC0219
 GC0219  NGVD 29 (??/??/92)  183.155  (m)          600.90   (f) ADJ UNCH    2 0
 GC0219
 GC0219.Superseded values are not recommended for survey control.
 GC0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0219.See file dsdata.txt to determine how the superseded data were derived.
 GC0219
 GC0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF693281(NAD 83)
 GC0219_MARKER: DB = BENCH MARK DISK
 GC0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0219_STAMPING: J 83 1935
 GC0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0219+STABILITY: SURFACE MOTION
 GC0219
 GC0219  HISTORY     - Date     Condition        Report By
 GC0219  HISTORY     - 1935     MONUMENTED       CGS
 GC0219  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0219  HISTORY     - 20010202 MARK NOT FOUND   NGS
 GC0219
 GC0219                          STATION DESCRIPTION
 GC0219
 GC0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0219'4.2 MI W FROM HARTSVILLE.
 GC0219'4.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 GC0219'HARTSVILLE, TROUSDALE COUNTY, IN THE SOUTHEAST CORNER OF A
 GC0219'TRIANGULAR YARD, 29 YARDS NORTHEAST OF A 24-INCH LOCUST TREE,
 GC0219'24.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.8 FEET
 GC0219'SOUTH OF A FENCE CORNER, AND 1 FOOT LOWER THAN THE HIGHWAY.
 GC0219'A STANDARD DISK, STAMPED J 83 1935 AND SET IN THE TOP OF A
 GC0219'CONCRETE POST.
 GC0219
 GC0219                          STATION RECOVERY (2001)
 GC0219
 GC0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GC0219'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0219' 
 GC0219'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0366 ***********************************************************************
 GC0366  DESIGNATION -  J 85
 GC0366  PID         -  GC0366
 GC0366  STATE/COUNTY-  TN/WILSON
 GC0366  USGS QUAD   -  HERMITAGE (1983)
 GC0366
 GC0366                         *CURRENT SURVEY CONTROL
 GC0366  ___________________________________________________________________
 GC0366* NAD 83(1986)-  36 12 15.     (N)    086 33 14.     (W)     SCALED    
 GC0366* NAVD 88     -       156.183  (meters)     512.41   (feet)  ADJUSTED  
 GC0366  ___________________________________________________________________
 GC0366  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0366  DYNAMIC HT  -         156.051 (meters)     511.98  (feet)  COMP
 GC0366  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GC0366
 GC0366  VERT ORDER  -  SECOND    CLASS 0
 GC0366
 GC0366.The horizontal coordinates were scaled from a topographic map and have
 GC0366.an estimated accuracy of +/- 6 seconds.
 GC0366
 GC0366.The orthometric height was determined by differential leveling
 GC0366.and adjusted by the National Geodetic Survey in June 1991..
 GC0366
 GC0366.The geoid height was determined by GEOID03.
 GC0366
 GC0366.The dynamic height is computed by dividing the NAVD 88
 GC0366.geopotential number by the normal gravity value computed on the
 GC0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0366.degrees latitude (g = 980.6199 gals.).
 GC0366
 GC0366.The modeled gravity was interpolated from observed gravity values.
 GC0366
 GC0366;                    North         East    Units  Estimated Accuracy
 GC0366;SPC TN       -   207,710.      550,190.      MT  (+/- 180 meters Scaled)
 GC0366
 GC0366                          SUPERSEDED SURVEY CONTROL
 GC0366
 GC0366  NGVD 29 (??/??/92)  156.233  (m)          512.57   (f) ADJ UNCH    2 0
 GC0366
 GC0366.Superseded values are not recommended for survey control.
 GC0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0366.See file dsdata.txt to determine how the superseded data were derived.
 GC0366
 GC0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF401066(NAD 83)
 GC0366_MARKER: DB = BENCH MARK DISK
 GC0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0366_STAMPING: J 85 1935
 GC0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0366+STABILITY: SURFACE MOTION
 GC0366
 GC0366  HISTORY     - Date     Condition        Report By
 GC0366  HISTORY     - 1935     MONUMENTED       CGS
 GC0366  HISTORY     - 1960     GOOD             NGS
 GC0366
 GC0366                          STATION DESCRIPTION
 GC0366
 GC0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0366'2.1 MI W FROM MOUNT JULIET.
 GC0366'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0366'ON A PAVED ROAD, THEN 2.1 MILES WEST ON THE TENNESSEE CENTRAL
 GC0366'RAILWAY TO A ROAD CROSSING.  THE BENCH MARK IS ABOUT 59 FT. NORTHWEST
 GC0366'OF MILEPOST 15, 25 FT. EAST OF THE CENTER OF THE DIRT ROAD, 30
 GC0366'FT. NORTH OF THE NORTH RAIL, AND 1.3 FT. NORTH OF A WITNESS SIGN.
 GC0366'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GC0366'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0149 ***********************************************************************
 GC0149  DESIGNATION -  J 86
 GC0149  PID         -  GC0149
 GC0149  STATE/COUNTY-  TN/SUMNER
 GC0149  USGS QUAD   -  GALLATIN (1983)
 GC0149
 GC0149                         *CURRENT SURVEY CONTROL
 GC0149  ___________________________________________________________________
 GC0149* NAD 83(1986)-  36 23 51.     (N)    086 24 08.     (W)     SCALED    
 GC0149* NAVD 88     -       187.959  (meters)     616.66   (feet)  ADJUSTED  
 GC0149  ___________________________________________________________________
 GC0149  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0149  DYNAMIC HT  -         187.806 (meters)     616.16  (feet)  COMP
 GC0149  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GC0149
 GC0149  VERT ORDER  -  SECOND    CLASS 0
 GC0149
 GC0149.The horizontal coordinates were scaled from a topographic map and have
 GC0149.an estimated accuracy of +/- 6 seconds.
 GC0149
 GC0149.The orthometric height was determined by differential leveling
 GC0149.and adjusted by the National Geodetic Survey in June 1991..
 GC0149
 GC0149.The geoid height was determined by GEOID03.
 GC0149
 GC0149.The dynamic height is computed by dividing the NAVD 88
 GC0149.geopotential number by the normal gravity value computed on the
 GC0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0149.degrees latitude (g = 980.6199 gals.).
 GC0149
 GC0149.The modeled gravity was interpolated from observed gravity values.
 GC0149
 GC0149;                    North         East    Units  Estimated Accuracy
 GC0149;SPC TN       -   229,100.      563,920.      MT  (+/- 180 meters Scaled)
 GC0149
 GC0149                          SUPERSEDED SURVEY CONTROL
 GC0149
 GC0149  NGVD 29 (??/??/92)  188.033  (m)          616.90   (f) ADJ UNCH    2 0
 GC0149
 GC0149.Superseded values are not recommended for survey control.
 GC0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0149.See file dsdata.txt to determine how the superseded data were derived.
 GC0149
 GC0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF536282(NAD 83)
 GC0149_MARKER: DB = BENCH MARK DISK
 GC0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0149_STAMPING: J 86 1935
 GC0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0149+STABILITY: SURFACE MOTION
 GC0149
 GC0149  HISTORY     - Date     Condition        Report By
 GC0149  HISTORY     - 1935     MONUMENTED       CGS
 GC0149  HISTORY     - 1961     MARK NOT FOUND   NGS
 GC0149
 GC0149                          STATION DESCRIPTION
 GC0149
 GC0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0149'3.7 MI NE FROM GALLATIN.
 GC0149'3.7 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0149'FROM THE STATION AT GALLATIN, SUMNER COUNTY, AT THE CROSSING OF
 GC0149'STATE HIGHWAY 25, 44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GC0149'27.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 2.5 FEET
 GC0149'WEST OF A FENCE LINE, AND ABOUT 1 FOOT BELOW THE TOP OF THE
 GC0149'RAIL.  A STANDARD DISK, STAMPED J 86 1935 AND SET IN THE TOP OF
 GC0149'A CONCRETE POST.
 GC0149
 GC0149                          STATION RECOVERY (1961)
 GC0149
 GC0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0436 ***********************************************************************
 GC0436  DESIGNATION -  J 87
 GC0436  PID         -  GC0436
 GC0436  STATE/COUNTY-  TN/ROBERTSON
 GC0436  USGS QUAD   -  GREENBRIER (1981)
 GC0436
 GC0436                         *CURRENT SURVEY CONTROL
 GC0436  ___________________________________________________________________
 GC0436* NAD 83(1986)-  36 26 14.     (N)    086 48 30.     (W)     SCALED    
 GC0436* NAVD 88     -       253.811  (meters)     832.71   (feet)  ADJUSTED  
 GC0436  ___________________________________________________________________
 GC0436  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC0436  DYNAMIC HT  -         253.595 (meters)     832.00  (feet)  COMP
 GC0436  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GC0436
 GC0436  VERT ORDER  -  SECOND    CLASS 0
 GC0436
 GC0436.The horizontal coordinates were scaled from a topographic map and have
 GC0436.an estimated accuracy of +/- 6 seconds.
 GC0436
 GC0436.The orthometric height was determined by differential leveling
 GC0436.and adjusted by the National Geodetic Survey in June 1991..
 GC0436
 GC0436.The geoid height was determined by GEOID03.
 GC0436
 GC0436.The dynamic height is computed by dividing the NAVD 88
 GC0436.geopotential number by the normal gravity value computed on the
 GC0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0436.degrees latitude (g = 980.6199 gals.).
 GC0436
 GC0436.The modeled gravity was interpolated from observed gravity values.
 GC0436
 GC0436;                    North         East    Units  Estimated Accuracy
 GC0436;SPC TN       -   233,730.      527,520.      MT  (+/- 180 meters Scaled)
 GC0436
 GC0436                          SUPERSEDED SURVEY CONTROL
 GC0436
 GC0436  NGVD 29 (??/??/92)  253.839  (m)          832.80   (f) ADJ UNCH    2 0
 GC0436
 GC0436.Superseded values are not recommended for survey control.
 GC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0436.See file dsdata.txt to determine how the superseded data were derived.
 GC0436
 GC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF171324(NAD 83)
 GC0436_MARKER: DB = BENCH MARK DISK
 GC0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0436_STAMPING: J 87 1935
 GC0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0436+STABILITY: SURFACE MOTION
 GC0436
 GC0436  HISTORY     - Date     Condition        Report By
 GC0436  HISTORY     - 1935     MONUMENTED       CGS
 GC0436
 GC0436                          STATION DESCRIPTION
 GC0436
 GC0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0436'0.7 MI NW FROM GREENBRIER.
 GC0436'0.7 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0436'FROM THE STATION AT GREENBRIER, ROBERTSON COUNTY, 65 YARDS
 GC0436'NORTHWEST OF THE CITY-LIMIT SIGN, 16 FEET NORTH OF THE CENTERLINE
 GC0436'OF A PRIVATE DRIVEWAY, 17.7 FEET WEST OF THE WEST RAIL, AND
 GC0436'2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC0436'J 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0316 ***********************************************************************
 FF0316  DESIGNATION -  J 88
 FF0316  PID         -  FF0316
 FF0316  STATE/COUNTY-  TN/SHELBY
 FF0316  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0316
 FF0316                         *CURRENT SURVEY CONTROL
 FF0316  ___________________________________________________________________
 FF0316* NAD 83(1986)-  35 13 28.     (N)    090 02 27.     (W)     SCALED    
 FF0316* NAVD 88     -        73.476  (meters)     241.06   (feet)  ADJUSTED  
 FF0316  ___________________________________________________________________
 FF0316  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0316  DYNAMIC HT  -          73.410 (meters)     240.85  (feet)  COMP
 FF0316  MODELED GRAV-     979,738.3   (mgal)                       NAVD 88
 FF0316
 FF0316  VERT ORDER  -  FIRST     CLASS II
 FF0316
 FF0316.The horizontal coordinates were scaled from a topographic map and have
 FF0316.an estimated accuracy of +/- 6 seconds.
 FF0316
 FF0316.The orthometric height was determined by differential leveling
 FF0316.and adjusted by the National Geodetic Survey in June 1991..
 FF0316
 FF0316.The geoid height was determined by GEOID03.
 FF0316
 FF0316.The dynamic height is computed by dividing the NAVD 88
 FF0316.geopotential number by the normal gravity value computed on the
 FF0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0316.degrees latitude (g = 980.6199 gals.).
 FF0316
 FF0316.The modeled gravity was interpolated from observed gravity values.
 FF0316
 FF0316;                    North         East    Units  Estimated Accuracy
 FF0316;SPC TN       -   106,460.      232,230.      MT  (+/- 180 meters Scaled)
 FF0316
 FF0316                          SUPERSEDED SURVEY CONTROL
 FF0316
 FF0316  NGVD 29 (??/??/??)   73.438  (m)          240.94   (f) ADJUSTED    1 2
 FF0316
 FF0316.Superseded values are not recommended for survey control.
 FF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0316.See file dsdata.txt to determine how the superseded data were derived.
 FF0316
 FF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV693019(NAD 83)
 FF0316_MARKER: DB = BENCH MARK DISK
 FF0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0316_SP_SET: BUILDING
 FF0316_STAMPING: J 88 1957
 FF0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0316+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0316
 FF0316  HISTORY     - Date     Condition        Report By
 FF0316  HISTORY     - 1957     MONUMENTED       CGS
 FF0316  HISTORY     - 19970915 GOOD             TN1620
 FF0316  HISTORY     - 20021022 GOOD             USACE
 FF0316
 FF0316                          STATION DESCRIPTION
 FF0316
 FF0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0316'1.9 MI NW FROM FRAYSER.
 FF0316'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0316'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0316'ALONG MARSH ROAD, THENCE 0.9 MILE NORTH ALONG BENJESTOWN ROAD,
 FF0316'SET VERTICALLY IN THE EAST BRICK FACE OF THE TRANSMITTER
 FF0316'BUILDING OF RADIO STATION WMPS, 14 1/2 FEET NORTH OF THE CENTER
 FF0316'OF THE MAIN (EAST) ENTRANCE TO THE BUILDING, 124 FEET WEST OF THE
 FF0316'CENTER LINE OF BENJESTOWN ROAD, 2 FEET ABOVE THE LEVEL OF THE
 FF0316'GROUND.
 FF0316
 FF0316                          STATION RECOVERY (1997)
 FF0316
 FF0316'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0316'RECOVERED IN GOOD CONDITION.
 FF0316
 FF0316                          STATION RECOVERY (2002)
 FF0316
 FF0316'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2088 ***********************************************************************
 FE2088  DESIGNATION -  J 89 RESET
 FE2088  PID         -  FE2088
 FE2088  STATE/COUNTY-  TN/LAUDERDALE
 FE2088  USGS QUAD   -  GILT EDGE (1981)
 FE2088
 FE2088                         *CURRENT SURVEY CONTROL
 FE2088  ___________________________________________________________________
 FE2088* NAD 83(1986)-  35 37 17.     (N)    089 50 21.     (W)     SCALED    
 FE2088* NAVD 88     -        82.89   (+/-2cm)     271.9    (feet)  VERTCON   
 FE2088  ___________________________________________________________________
 FE2088  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2088
 FE2088  VERT ORDER  -  ? (See Below)
 FE2088
 FE2088.The horizontal coordinates were scaled from a topographic map and have
 FE2088.an estimated accuracy of +/- 6 seconds.
 FE2088
 FE2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2088.The vertical order pertains to the NGVD 29 superseded value.
 FE2088
 FE2088.The geoid height was determined by GEOID03.
 FE2088
 FE2088;                    North         East    Units  Estimated Accuracy
 FE2088;SPC TN       -   149,730.      252,300.      MT  (+/- 180 meters Scaled)
 FE2088
 FE2088                          SUPERSEDED SURVEY CONTROL
 FE2088
 FE2088  NGVD 29 (??/??/??)   82.862  (m)          271.86   (f) ADJUSTED    ?  
 FE2088
 FE2088.Superseded values are not recommended for survey control.
 FE2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2088.See file dsdata.txt to determine how the superseded data were derived.
 FE2088
 FE2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE428456(NAD 83)
 FE2088_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FE2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2088_STAMPING: J 89 RESET 1976
 FE2088_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2088+STABILITY: SURFACE MOTION
 FE2088
 FE2088  HISTORY     - Date     Condition        Report By
 FE2088  HISTORY     - 1976     MONUMENTED       NGS
 FE2088  HISTORY     - 19971204 GOOD             USE
 FE2088
 FE2088                          STATION DESCRIPTION
 FE2088
 FE2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FE2088'2.95 MI NE FROM FULTON.
 FE2088'2.95 MILES NE ALONG ST HWY 87 FROM THE POST OFFICE AT FULTON,
 FE2088'110 FT E OF THE CENTERLINE OF A DRIVEWAY TO A BARN, 1 FT NE OF A METAL
 FE2088'WITNESS POST, 2 FT SW OF A WOODEN FENCE CORNER POST, 54 FT W OF A
 FE2088'POWERPOLE AND 29 FT S OF THE CENTERLINE OF THE HWY. THE MON.
 FE2088'PROJECTS 3 INCHES.
 FE2088
 FE2088                          STATION RECOVERY (1997)
 FE2088
 FE2088'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2088'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0703 ***********************************************************************
 FD0703  DESIGNATION -  J 9
 FD0703  PID         -  FD0703
 FD0703  STATE/COUNTY-  TN/MAURY
 FD0703  USGS QUAD   -  GODWIN (1988)
 FD0703
 FD0703                         *CURRENT SURVEY CONTROL
 FD0703  ___________________________________________________________________
 FD0703* NAD 83(1986)-  35 38 59.     (N)    087 02 49.     (W)     SCALED    
 FD0703* NAVD 88     -       187.558  (meters)     615.35   (feet)  ADJUSTED  
 FD0703  ___________________________________________________________________
 FD0703  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FD0703  DYNAMIC HT  -         187.393 (meters)     614.81  (feet)  COMP
 FD0703  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 FD0703
 FD0703  VERT ORDER  -  FIRST     CLASS II
 FD0703
 FD0703.The horizontal coordinates were scaled from a topographic map and have
 FD0703.an estimated accuracy of +/- 6 seconds.
 FD0703
 FD0703.The orthometric height was determined by differential leveling
 FD0703.and adjusted by the National Geodetic Survey in June 1991..
 FD0703
 FD0703.The geoid height was determined by GEOID03.
 FD0703
 FD0703.The dynamic height is computed by dividing the NAVD 88
 FD0703.geopotential number by the normal gravity value computed on the
 FD0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0703.degrees latitude (g = 980.6199 gals.).
 FD0703
 FD0703.The modeled gravity was interpolated from observed gravity values.
 FD0703
 FD0703;                    North         East    Units  Estimated Accuracy
 FD0703;SPC TN       -   146,560.      505,190.      MT  (+/- 180 meters Scaled)
 FD0703
 FD0703                          SUPERSEDED SURVEY CONTROL
 FD0703
 FD0703  NGVD 29 (??/??/92)  187.539  (m)          615.28   (f) ADJ UNCH    1 2
 FD0703
 FD0703.Superseded values are not recommended for survey control.
 FD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0703.See file dsdata.txt to determine how the superseded data were derived.
 FD0703
 FD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE957451(NAD 83)
 FD0703_MARKER: DB = BENCH MARK DISK
 FD0703_SETTING: 66 = SET IN ROCK OUTCROP
 FD0703_SP_SET: SET IN ROCK OUTCROP
 FD0703_STAMPING: 615.488 J 9 1931
 FD0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0703+STABILITY: POSITION/ELEVATION WELL
 FD0703
 FD0703  HISTORY     - Date     Condition        Report By
 FD0703  HISTORY     - 1931     MONUMENTED       CGS
 FD0703  HISTORY     - 1958     MARK NOT FOUND   NGS
 FD0703
 FD0703                          STATION DESCRIPTION
 FD0703
 FD0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FD0703'AT GODWIN.
 FD0703'AT GODWIN, ON THE LOUISVILLE AND NASHVILLE RAILROAD, 2 RAILS
 FD0703'NORTHEAST OF THE STATION, IN A ROCK LEDGE, AND 13.4 FEET SOUTHEAST
 FD0703'OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED 615.488 J 9
 FD0703'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1414 ***********************************************************************
 FE1414  DESIGNATION -  J 90
 FE1414  PID         -  FE1414
 FE1414  STATE/COUNTY-  TN/SHELBY
 FE1414  USGS QUAD   -  MILLINGTON (1997)
 FE1414
 FE1414                         *CURRENT SURVEY CONTROL
 FE1414  ___________________________________________________________________
 FE1414* NAD 83(1986)-  35 15 08.     (N)    089 59 23.     (W)     SCALED    
 FE1414* NAVD 88     -        67.295  (meters)     220.78   (feet)  POSTED    
 FE1414  ___________________________________________________________________
 FE1414  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1414  DYNAMIC HT  -          67.240 (meters)     220.60  (feet)  COMP
 FE1414  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FE1414
 FE1414  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FE1414
 FE1414.The horizontal coordinates were scaled from a topographic map and have
 FE1414.an estimated accuracy of +/- 6 seconds.
 FE1414
 FE1414.The orthometric height was determined by differential leveling
 FE1414.and adjusted by the National Geodetic Survey in 1992..
 FE1414.No vertical observational check was made to the station.
 FE1414.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FE1414.was located on a no-check spur therefore a value was not computed.
 FE1414
 FE1414.The geoid height was determined by GEOID03.
 FE1414
 FE1414.The dynamic height is computed by dividing the NAVD 88
 FE1414.geopotential number by the normal gravity value computed on the
 FE1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1414.degrees latitude (g = 980.6199 gals.).
 FE1414
 FE1414.The modeled gravity was interpolated from observed gravity values.
 FE1414
 FE1414;                    North         East    Units  Estimated Accuracy
 FE1414;SPC TN       -   109,350.      237,010.      MT  (+/- 180 meters Scaled)
 FE1414
 FE1414                          SUPERSEDED SURVEY CONTROL
 FE1414
 FE1414  NGVD 29 (??/??/??)   67.271  (m)          220.70   (f) ADJUSTED    2 0
 FE1414
 FE1414.Superseded values are not recommended for survey control.
 FE1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1414.See file dsdata.txt to determine how the superseded data were derived.
 FE1414
 FE1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE279051(NAD 83)
 FE1414_MARKER: P = PIPE CAP
 FE1414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1414_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1414_STAMPING: J 90 1957
 FE1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1414
 FE1414  HISTORY     - Date     Condition        Report By
 FE1414  HISTORY     - 1957     MONUMENTED       CGS
 FE1414
 FE1414                          STATION DESCRIPTION
 FE1414
 FE1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1414'1.8 MI SW FROM WOODSTOCK.
 FE1414'ABOUT 1.75 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1414'FROM THE STATION AT WOODSTOCK, ABOUT 0.4 MILE SOUTHWEST OF
 FE1414'MILEPOST NO. 382, 122 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 87
 FE1414'FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. 6816 AND ON A SMALL
 FE1414'KNOLL, 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 14 FEET BELOW
 FE1414'THE LEVEL OF THE TRACK, A DISK ON A 2 1/2 INCH PIPE PROJECTING
 FE1414'5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1550 ***********************************************************************
 FE1550  DESIGNATION -  J 91
 FE1550  PID         -  FE1550
 FE1550  STATE/COUNTY-  TN/LAUDERDALE
 FE1550  USGS QUAD   -  OPEN LAKE (1983)
 FE1550
 FE1550                         *CURRENT SURVEY CONTROL
 FE1550  ___________________________________________________________________
 FE1550* NAD 83(1986)-  35 52 21.     (N)    089 42 29.     (W)     SCALED    
 FE1550* NAVD 88     -        77.593  (meters)     254.57   (feet)  ADJUSTED  
 FE1550  ___________________________________________________________________
 FE1550  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE1550  DYNAMIC HT  -          77.528 (meters)     254.36  (feet)  COMP
 FE1550  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FE1550
 FE1550  VERT ORDER  -  FIRST     CLASS II
 FE1550
 FE1550.The horizontal coordinates were scaled from a topographic map and have
 FE1550.an estimated accuracy of +/- 6 seconds.
 FE1550
 FE1550.The orthometric height was determined by differential leveling
 FE1550.and adjusted by the National Geodetic Survey in June 1991..
 FE1550
 FE1550.The geoid height was determined by GEOID03.
 FE1550
 FE1550.The dynamic height is computed by dividing the NAVD 88
 FE1550.geopotential number by the normal gravity value computed on the
 FE1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1550.degrees latitude (g = 980.6199 gals.).
 FE1550
 FE1550.The modeled gravity was interpolated from observed gravity values.
 FE1550
 FE1550;                    North         East    Units  Estimated Accuracy
 FE1550;SPC TN       -   177,110.      265,230.      MT  (+/- 180 meters Scaled)
 FE1550
 FE1550                          SUPERSEDED SURVEY CONTROL
 FE1550
 FE1550  NGVD 29 (??/??/??)   77.541  (m)          254.40   (f) ADJUSTED    1 2
 FE1550
 FE1550.Superseded values are not recommended for survey control.
 FE1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1550.See file dsdata.txt to determine how the superseded data were derived.
 FE1550
 FE1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE555731(NAD 83)
 FE1550_MARKER: DB = BENCH MARK DISK
 FE1550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1550_SP_SET: 56 FEET
 FE1550_STAMPING: J 91 1957
 FE1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1550
 FE1550  HISTORY     - Date     Condition        Report By
 FE1550  HISTORY     - 1957     MONUMENTED       CGS
 FE1550  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1550
 FE1550                          STATION DESCRIPTION
 FE1550
 FE1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1550'3.6 MI E FROM BARR.
 FE1550'1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE STORE AND POST
 FE1550'OFFICE AT BARR, THENCE 2.6 MILES NORTHEAST ALONG THE GRAVEL ROAD
 FE1550'LEADING TO HALES POINT, ON THE EAST BANK OF A SMALL LAKE KNOWN AS
 FE1550'WADLOWS POCKET, 205 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 FE1550'ROAD, 82 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TENANT
 FE1550'HOUSE WHICH IS BUILT ON STILTS, 61 1/2 FEET NORTHWEST OF THE
 FE1550'NORTHWEST CORNER OF A CLUB HOUSE WHICH IS ALSO BUILT ON STILTS,
 FE1550'51 FEET WEST-NORTHWEST OF A POWER LINE POLE, 36 FEET
 FE1550'SOUTH-SOUTHEAST OF A LONE 30 INCH THORN TREE, 12 FEET
 FE1550'SOUTH-SOUTHEAST OF A WELL PUMP, 1 FOOT ABOVE THE LEVEL OF THE
 FE1550'ROAD AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING
 FE1550'1 INCH AND PROTECTED BY A 4 INCH TILE PROJECTING 1 1/2 INCH.
 FE1550'ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 FE1550
 FE1550                          STATION RECOVERY (2002)
 FE1550
 FE1550'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1550'MONUMENT PROBABLY STILL EXISTS. REFERENCES ARE ALL DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1561 ***********************************************************************
 FE1561  DESIGNATION -  J 92
 FE1561  PID         -  FE1561
 FE1561  STATE/COUNTY-  TN/LAUDERDALE
 FE1561  USGS QUAD   -  OPEN LAKE (1983)
 FE1561
 FE1561                         *CURRENT SURVEY CONTROL
 FE1561  ___________________________________________________________________
 FE1561* NAD 83(1986)-  35 51 42.     (N)    089 43 00.     (W)     SCALED    
 FE1561* NAVD 88     -        77.023  (meters)     252.70   (feet)  ADJUSTED  
 FE1561  ___________________________________________________________________
 FE1561  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE1561  DYNAMIC HT  -          76.958 (meters)     252.49  (feet)  COMP
 FE1561  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 FE1561
 FE1561  VERT ORDER  -  FIRST     CLASS II
 FE1561
 FE1561.The horizontal coordinates were scaled from a topographic map and have
 FE1561.an estimated accuracy of +/- 6 seconds.
 FE1561
 FE1561.The orthometric height was determined by differential leveling
 FE1561.and adjusted by the National Geodetic Survey in June 1991..
 FE1561
 FE1561.The geoid height was determined by GEOID03.
 FE1561
 FE1561.The dynamic height is computed by dividing the NAVD 88
 FE1561.geopotential number by the normal gravity value computed on the
 FE1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1561.degrees latitude (g = 980.6199 gals.).
 FE1561
 FE1561.The modeled gravity was interpolated from observed gravity values.
 FE1561
 FE1561;                    North         East    Units  Estimated Accuracy
 FE1561;SPC TN       -   175,940.      264,410.      MT  (+/- 180 meters Scaled)
 FE1561
 FE1561                          SUPERSEDED SURVEY CONTROL
 FE1561
 FE1561  NGVD 29 (??/??/??)   76.976  (m)          252.55   (f) ADJUSTED    1 2
 FE1561
 FE1561.Superseded values are not recommended for survey control.
 FE1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1561.See file dsdata.txt to determine how the superseded data were derived.
 FE1561
 FE1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE546720(NAD 83)
 FE1561_MARKER: DB = BENCH MARK DISK
 FE1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1561_STAMPING: J 92 1957
 FE1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1561+STABILITY: SURFACE MOTION
 FE1561
 FE1561  HISTORY     - Date     Condition        Report By
 FE1561  HISTORY     - 1957     MONUMENTED       CGS
 FE1561  HISTORY     - 20020802 MARK NOT FOUND   USACE
 FE1561
 FE1561                          STATION DESCRIPTION
 FE1561
 FE1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1561'2.6 MI SE FROM BARR.
 FE1561'2.6 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ARP FROM
 FE1561'THE STORE AND POST OFFICE AT BARR, 38 FEET SOUTHWEST OF THE CENTER
 FE1561'LINE OF THE ROAD, 233 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD
 FE1561'FROM A BLAZED LONE 18-INCH PECAN TREE IN A PLOWED FIELD ON THE
 FE1561'NORTHEAST SIDE OF THE ROAD, 53 FEET NORTH OF A BLAZED 36-INCH
 FE1561'SYCAMORE TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 FE1561'1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1561'POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FE1561
 FE1561                          STATION RECOVERY (2002)
 FE1561
 FE1561'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1321 ***********************************************************************
 FE1321  DESIGNATION -  J 93
 FE1321  PID         -  FE1321
 FE1321  STATE/COUNTY-  TN/TIPTON
 FE1321  USGS QUAD   -  MUNFORD (1983)
 FE1321
 FE1321                         *CURRENT SURVEY CONTROL
 FE1321  ___________________________________________________________________
 FE1321* NAD 83(1986)-  35 27 04.     (N)    089 51 07.     (W)     SCALED    
 FE1321* NAVD 88     -       128.033  (meters)     420.05   (feet)  ADJUSTED  
 FE1321  ___________________________________________________________________
 FE1321  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE1321  DYNAMIC HT  -         127.921 (meters)     419.69  (feet)  COMP
 FE1321  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 FE1321
 FE1321  VERT ORDER  -  FIRST     CLASS I
 FE1321
 FE1321.The horizontal coordinates were scaled from a topographic map and have
 FE1321.an estimated accuracy of +/- 6 seconds.
 FE1321
 FE1321.The orthometric height was determined by differential leveling
 FE1321.and adjusted by the National Geodetic Survey in June 1991..
 FE1321
 FE1321.The geoid height was determined by GEOID03.
 FE1321
 FE1321.The dynamic height is computed by dividing the NAVD 88
 FE1321.geopotential number by the normal gravity value computed on the
 FE1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1321.degrees latitude (g = 980.6199 gals.).
 FE1321
 FE1321.The modeled gravity was interpolated from observed gravity values.
 FE1321
 FE1321;                    North         East    Units  Estimated Accuracy
 FE1321;SPC TN       -   130,900.      250,400.      MT  (+/- 180 meters Scaled)
 FE1321
 FE1321                          SUPERSEDED SURVEY CONTROL
 FE1321
 FE1321  NGVD 29 (??/??/??)  128.008  (m)          419.97   (f) ADJUSTED    1 1
 FE1321
 FE1321.Superseded values are not recommended for survey control.
 FE1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1321.See file dsdata.txt to determine how the superseded data were derived.
 FE1321
 FE1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE411268(NAD 83)
 FE1321_MARKER: DB = BENCH MARK DISK
 FE1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1321_STAMPING: J 93 1957
 FE1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1321+STABILITY: SURFACE MOTION
 FE1321
 FE1321  HISTORY     - Date     Condition        Report By
 FE1321  HISTORY     - 1957     MONUMENTED       CGS
 FE1321  HISTORY     - 1974     GOOD             NGS
 FE1321  HISTORY     - 20021003 MARK NOT FOUND   USACE
 FE1321
 FE1321                          STATION DESCRIPTION
 FE1321
 FE1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1321'2.2 MI W FROM MUNFORD.
 FE1321'ABOUT 2.2 MILES WEST ALONG AN ASPHALT ROAD FROM THE
 FE1321'MUNFORD-PRESBYTERIAN CHURCH AT MUNFORD, 138 FEET NORTH OF AND
 FE1321'ACROSS AN ASPHALT ROAD FROM THE NORTHWEST CORNER OF A RED BRICK
 FE1321'HOUSE, 51 FEET NORTHWEST OF THE CENTER OF THE JUNCTION WITH A
 FE1321'PAVED ROAD LEADING SOUTH, 22 FEET WEST OF THE CENTER LINE OF A
 FE1321'FIELD ROAD, INSIDE OF A FENCE, 4 FEET WEST OF A CORNER POST, 10
 FE1321'FEET SOUTH OF A POWER POLE 52, 1 FOOT NORTH OF A FENCE, 3 FEET
 FE1321'ABOVE THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE1321'3-INCHES.
 FE1321
 FE1321                          STATION RECOVERY (2002)
 FE1321
 FE1321'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1715 ***********************************************************************
 FE1715  DESIGNATION -  J 94
 FE1715  PID         -  FE1715
 FE1715  STATE/COUNTY-  TN/LAUDERDALE
 FE1715  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1715
 FE1715                         *CURRENT SURVEY CONTROL
 FE1715  ___________________________________________________________________
 FE1715* NAD 83(1986)-  35 40 20.     (N)    089 34 23.     (W)     SCALED    
 FE1715* NAVD 88     -        89.383  (meters)     293.25   (feet)  ADJUSTED  
 FE1715  ___________________________________________________________________
 FE1715  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1715  DYNAMIC HT  -          89.307 (meters)     293.00  (feet)  COMP
 FE1715  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 FE1715
 FE1715  VERT ORDER  -  FIRST     CLASS I
 FE1715
 FE1715.The horizontal coordinates were scaled from a topographic map and have
 FE1715.an estimated accuracy of +/- 6 seconds.
 FE1715
 FE1715.The orthometric height was determined by differential leveling
 FE1715.and adjusted by the National Geodetic Survey in June 1991..
 FE1715.WARNING-Repeat measurements at this control monument indicate possible
 FE1715.vertical movement.
 FE1715
 FE1715.The geoid height was determined by GEOID03.
 FE1715
 FE1715.The dynamic height is computed by dividing the NAVD 88
 FE1715.geopotential number by the normal gravity value computed on the
 FE1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1715.degrees latitude (g = 980.6199 gals.).
 FE1715
 FE1715.The modeled gravity was interpolated from observed gravity values.
 FE1715
 FE1715;                    North         East    Units  Estimated Accuracy
 FE1715;SPC TN       -   154,450.      276,600.      MT  (+/- 180 meters Scaled)
 FE1715
 FE1715                          SUPERSEDED SURVEY CONTROL
 FE1715
 FE1715  NGVD 29 (??/??/??)   89.346  (m)          293.13   (f) ADJUSTED    1 1
 FE1715
 FE1715.Superseded values are not recommended for survey control.
 FE1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1715.See file dsdata.txt to determine how the superseded data were derived.
 FE1715
 FE1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE671506(NAD 83)
 FE1715_MARKER: DB = BENCH MARK DISK
 FE1715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1715_SP_SET: BUILDING
 FE1715_STAMPING: J 94 1957
 FE1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1715+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1715
 FE1715  HISTORY     - Date     Condition        Report By
 FE1715  HISTORY     - 1957     MONUMENTED       CGS
 FE1715  HISTORY     - 1974     GOOD             NGS
 FE1715  HISTORY     - 20020808 GOOD             USACE
 FE1715
 FE1715                          STATION DESCRIPTION
 FE1715
 FE1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1715'AT HENNING.
 FE1715'AT HENNING, SET VERTICALLY IN THE NORTHEAST BRICK FACE OF THE
 FE1715'CITY HALL, 94 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 FE1715'TRACK OF THE ILLINOIS CENTRAL RAILROAD, 31 FEET SOUTHWEST OF THE
 FE1715'CENTER LINE OF SIXTH STREET, 46 FEET SOUTHEAST OF THE SOUTHEAST
 FE1715'CURB OF OLD U.S. HIGHWAY 51, 1 FOOT NORTHWEST OF THE EAST CORNER
 FE1715'OF BUILDING, 2 1/2 FEET ABOVE GROUND AND 11 FEET BELOW LEVEL
 FE1715'OF THE RAILS.
 FE1715
 FE1715                          STATION RECOVERY (2002)
 FE1715
 FE1715'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0894 ***********************************************************************
 GD0894  DESIGNATION -  J 95
 GD0894  PID         -  GD0894
 GD0894  STATE/COUNTY-  TN/DYER
 GD0894  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0894
 GD0894                         *CURRENT SURVEY CONTROL
 GD0894  ___________________________________________________________________
 GD0894* NAD 83(1986)-  36 02 03.     (N)    089 40 41.     (W)     SCALED    
 GD0894* NAVD 88     -        80.796  (meters)     265.08   (feet)  ADJUSTED  
 GD0894  ___________________________________________________________________
 GD0894  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0894  DYNAMIC HT  -          80.729 (meters)     264.86  (feet)  COMP
 GD0894  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GD0894
 GD0894  VERT ORDER  -  FIRST     CLASS II
 GD0894
 GD0894.The horizontal coordinates were scaled from a topographic map and have
 GD0894.an estimated accuracy of +/- 6 seconds.
 GD0894
 GD0894.The orthometric height was determined by differential leveling
 GD0894.and adjusted by the National Geodetic Survey in June 1991..
 GD0894
 GD0894.The geoid height was determined by GEOID03.
 GD0894
 GD0894.The dynamic height is computed by dividing the NAVD 88
 GD0894.geopotential number by the normal gravity value computed on the
 GD0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0894.degrees latitude (g = 980.6199 gals.).
 GD0894
 GD0894.The modeled gravity was interpolated from observed gravity values.
 GD0894
 GD0894;                    North         East    Units  Estimated Accuracy
 GD0894;SPC TN       -   194,930.      268,610.      MT  (+/- 180 meters Scaled)
 GD0894
 GD0894                          SUPERSEDED SURVEY CONTROL
 GD0894
 GD0894  NGVD 29 (??/??/??)   80.736  (m)          264.88   (f) ADJUSTED    1 2
 GD0894
 GD0894.Superseded values are not recommended for survey control.
 GD0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0894.See file dsdata.txt to determine how the superseded data were derived.
 GD0894
 GD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE587910(NAD 83)
 GD0894_MARKER: DB = BENCH MARK DISK
 GD0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0894_STAMPING: J 95 1957
 GD0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0894+STABILITY: SURFACE MOTION
 GD0894
 GD0894  HISTORY     - Date     Condition        Report By
 GD0894  HISTORY     - 1957     MONUMENTED       CGS
 GD0894  HISTORY     - 20020717 POOR             USACE
 GD0894
 GD0894                          STATION DESCRIPTION
 GD0894
 GD0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0894'2.4 MI N FROM MIDWAY.
 GD0894'ABOUT 2.35 MILES NORTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 GD0894'AND BAPTIST CHURCH AT MIDWAY, ABOUT 1.15 MILES SOUTH OF FERRY
 GD0894'LANDING AT HELOISE, AT A POINT WHERE GRAVEL ROAD CROSSES THE
 GD0894'LEVEE, 44 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD, 220 FEET
 GD0894'SOUTHEAST OF CENTER LINE OF ROAD AT CENTER OF ITS CROSSING WITH
 GD0894'LEVEE, 46 FEET SOUTH OF SOUTHWEST CORNER OF A TENANT HOUSE OWNED
 GD0894'BY MR. E.R. MOODY, 69 FEET WEST-SOUTHWEST OF A WELL WITH PUMP, 48
 GD0894'FEET SOUTHWEST OF SOUTHWEST CORNER OF A WELL HOUSE, 45 1/2 FEET
 GD0894'SOUTHWEST OF ANOTHER WELL WITH PUMP, 1 1/2 FEET NORTHEAST OF A
 GD0894'FENCE CORNER, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 1 1/2
 GD0894'FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 GD0894'PROJECTING 5 INCHES.
 GD0894
 GD0894                          STATION RECOVERY (2002)
 GD0894
 GD0894'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0894'MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0935 ***********************************************************************
 GA0935  DESIGNATION -  J 97
 GA0935  PID         -  GA0935
 GA0935  STATE/COUNTY-  TN/WASHINGTON
 GA0935  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0935
 GA0935                         *CURRENT SURVEY CONTROL
 GA0935  ___________________________________________________________________
 GA0935* NAD 83(1986)-  36 25 06.     (N)    082 37 25.     (W)     SCALED    
 GA0935* NAVD 88     -       456.682  (meters)    1498.30   (feet)  ADJUSTED  
 GA0935  ___________________________________________________________________
 GA0935  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0935  DYNAMIC HT  -         456.256 (meters)    1496.90  (feet)  COMP
 GA0935  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 GA0935
 GA0935  VERT ORDER  -  SECOND    CLASS 0
 GA0935
 GA0935.The horizontal coordinates were scaled from a topographic map and have
 GA0935.an estimated accuracy of +/- 6 seconds.
 GA0935
 GA0935.The orthometric height was determined by differential leveling
 GA0935.and adjusted by the National Geodetic Survey in June 1991..
 GA0935
 GA0935.The geoid height was determined by GEOID03.
 GA0935
 GA0935.The dynamic height is computed by dividing the NAVD 88
 GA0935.geopotential number by the normal gravity value computed on the
 GA0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0935.degrees latitude (g = 980.6199 gals.).
 GA0935
 GA0935.The modeled gravity was interpolated from observed gravity values.
 GA0935
 GA0935;                    North         East    Units  Estimated Accuracy
 GA0935;SPC TN       -   236,560.      902,750.      MT  (+/- 180 meters Scaled)
 GA0935
 GA0935                          SUPERSEDED SURVEY CONTROL
 GA0935
 GA0935  NGVD 29 (??/??/92)  456.819  (m)         1498.75   (f) ADJ UNCH    2 0
 GA0935
 GA0935.Superseded values are not recommended for survey control.
 GA0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0935.See file dsdata.txt to determine how the superseded data were derived.
 GA0935
 GA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA544315(NAD 83)
 GA0935_MARKER: DB = BENCH MARK DISK
 GA0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0935_SP_SET: BUILDING
 GA0935_STAMPING: J 97 1935
 GA0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0935
 GA0935  HISTORY     - Date     Condition        Report By
 GA0935  HISTORY     - 1935     MONUMENTED       CGS
 GA0935  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0935
 GA0935                          STATION DESCRIPTION
 GA0935
 GA0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0935'AT FALL BRANCH.
 GA0935'AT FALL BRANCH, WASHINGTON COUNTY, ON STATE HIGHWAY 81, 50 FEET
 GA0935'SOUTH OF A CROSSROADS, IN THE WEST FACE OF THE POST OFFICE, 38
 GA0935'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF THE
 GA0935'MAIN ENTRANCE STEPS, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A
 GA0935'STANDARD DISK, STAMPED J 97 1935.
 GA0935
 GA0935                          STATION RECOVERY (2001)
 GA0935
 GA0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0935'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0812 ***********************************************************************
 GA0812  DESIGNATION -  J 98
 GA0812  PID         -  GA0812
 GA0812  STATE/COUNTY-  TN/GREENE
 GA0812  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0812
 GA0812                         *CURRENT SURVEY CONTROL
 GA0812  ___________________________________________________________________
 GA0812* NAD 83(1986)-  36 21 22.     (N)    082 39 47.     (W)     SCALED    
 GA0812* NAVD 88     -       492.648  (meters)    1616.30   (feet)  ADJUSTED  
 GA0812  ___________________________________________________________________
 GA0812  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0812  DYNAMIC HT  -         492.182 (meters)    1614.77  (feet)  COMP
 GA0812  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 GA0812
 GA0812  VERT ORDER  -  SECOND    CLASS 0
 GA0812
 GA0812.The horizontal coordinates were scaled from a topographic map and have
 GA0812.an estimated accuracy of +/- 6 seconds.
 GA0812
 GA0812.The orthometric height was determined by differential leveling
 GA0812.and adjusted by the National Geodetic Survey in June 1991..
 GA0812
 GA0812.The geoid height was determined by GEOID03.
 GA0812
 GA0812.The dynamic height is computed by dividing the NAVD 88
 GA0812.geopotential number by the normal gravity value computed on the
 GA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0812.degrees latitude (g = 980.6199 gals.).
 GA0812
 GA0812.The modeled gravity was interpolated from observed gravity values.
 GA0812
 GA0812;                    North         East    Units  Estimated Accuracy
 GA0812;SPC TN       -   229,540.      899,450.      MT  (+/- 180 meters Scaled)
 GA0812
 GA0812                          SUPERSEDED SURVEY CONTROL
 GA0812
 GA0812  NGVD 29 (??/??/92)  492.788  (m)         1616.76   (f) ADJ UNCH    2 0
 GA0812
 GA0812.Superseded values are not recommended for survey control.
 GA0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0812.See file dsdata.txt to determine how the superseded data were derived.
 GA0812
 GA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA507247(NAD 83)
 GA0812_MARKER: DB = BENCH MARK DISK
 GA0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0812_STAMPING: J 98 1935
 GA0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0812+STABILITY: SURFACE MOTION
 GA0812
 GA0812  HISTORY     - Date     Condition        Report By
 GA0812  HISTORY     - 1935     MONUMENTED       CGS
 GA0812
 GA0812                          STATION DESCRIPTION
 GA0812
 GA0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0812'6.4 MI SW FROM FALL BRANCH.
 GA0812'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0812'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 3.2 MILES SOUTHWEST
 GA0812'ALONG STATE HIGHWAY 93, 40 YARDS WEST OF BETHSEDA SCHOOL, 50
 GA0812'YARDS NORTHWEST OF THE B.C. BAXTER RESIDENCE, 13 YARDS SOUTHWEST
 GA0812'OF THE SOUTHWEST CORNER OF THE B.C. BAXTER STORE, 12 YARDS
 GA0812'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 YARD NORTHEAST OF
 GA0812'A FRAME STOREROOM, AND 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A
 GA0812'STANDARD DISK, STAMPED J 98 1935 AND SET IN THE TOP OF A CONCRETE
 GA0812'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0748 ***********************************************************************
 FC0748  DESIGNATION -  J D M 11
 FC0748  PID         -  FC0748
 FC0748  STATE/COUNTY-  TN/RHEA
 FC0748  USGS QUAD   -  DECATUR (1973)
 FC0748
 FC0748                         *CURRENT SURVEY CONTROL
 FC0748  ___________________________________________________________________
 FC0748* NAD 83(1986)-  35 36 51.     (N)    084 47 50.     (W)     SCALED    
 FC0748* NAVD 88     -       236.197  (meters)     774.92   (feet)  ADJUSTED  
 FC0748  ___________________________________________________________________
 FC0748  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FC0748  DYNAMIC HT  -         235.974 (meters)     774.19  (feet)  COMP
 FC0748  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 FC0748
 FC0748  VERT ORDER  -  FIRST     CLASS II
 FC0748
 FC0748.The horizontal coordinates were scaled from a topographic map and have
 FC0748.an estimated accuracy of +/- 6 seconds.
 FC0748
 FC0748.The orthometric height was determined by differential leveling
 FC0748.and adjusted by the National Geodetic Survey in June 1991..
 FC0748
 FC0748.The geoid height was determined by GEOID03.
 FC0748
 FC0748.The dynamic height is computed by dividing the NAVD 88
 FC0748.geopotential number by the normal gravity value computed on the
 FC0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0748.degrees latitude (g = 980.6199 gals.).
 FC0748
 FC0748.The modeled gravity was interpolated from observed gravity values.
 FC0748
 FC0748;                    North         East    Units  Estimated Accuracy
 FC0748;SPC TN       -   142,780.      708,970.      MT  (+/- 180 meters Scaled)
 FC0748
 FC0748                          SUPERSEDED SURVEY CONTROL
 FC0748
 FC0748  NGVD 29 (??/??/92)  236.280  (m)          775.20   (f) ADJ UNCH    1 2
 FC0748
 FC0748.Superseded values are not recommended for survey control.
 FC0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0748.See file dsdata.txt to determine how the superseded data were derived.
 FC0748
 FC0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE995433(NAD 83)
 FC0748_MARKER: DD = SURVEY DISK
 FC0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0748_STAMPING: J D M 11
 FC0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0748+STABILITY: SURFACE MOTION
 FC0748
 FC0748  HISTORY     - Date     Condition        Report By
 FC0748  HISTORY     - UNK      MONUMENTED       TVA
 FC0748  HISTORY     - 1950     GOOD             NGS
 FC0748
 FC0748                          STATION DESCRIPTION
 FC0748
 FC0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0748'8.8 MI SE FROM SPRING CITY.
 FC0748'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0748'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 6.05 MILES EAST
 FC0748'ALONG STATE HIGHWAY 68, IN THE TRIANGLE FORMED BY THE JUNCTION
 FC0748'OF THE HIGHWAY AND A BLACK TOP ROAD LEADING NORTHEAST TO WATTS
 FC0748'BAR DAM AND POWER HOUSE, 67.2 FEET WEST OF THE EAST CONCRETE
 FC0748'CURB OF THE TRIANGLE, 17.5 FEET SOUTHEAST OF THE NORTHWEST CURB
 FC0748'OF THE TRIANGLE, 17 FEET NORTH OF THE SOUTH CURB OF THE TRIANGLE,
 FC0748'29.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 56 FEET NORTH
 FC0748'OF THE NORTH RAIL OF THE WATTS BAR SPUR RAILWAY, 58.5 FEET
 FC0748'NORTHWEST AND ACROSS HIGHWAY FROM NAIL AND WASHER IN GUARD RAIL
 FC0748'POST, 50.1 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM NAIL AND
 FC0748'WASHER IN GUARD RAIL POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND
 FC0748'SET IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0749 ***********************************************************************
 FC0749  DESIGNATION -  J D M 13
 FC0749  PID         -  FC0749
 FC0749  STATE/COUNTY-  TN/RHEA
 FC0749  USGS QUAD   -  DECATUR (1973)
 FC0749
 FC0749                         *CURRENT SURVEY CONTROL
 FC0749  ___________________________________________________________________
 FC0749* NAD 83(1986)-  35 36 47.     (N)    084 47 39.     (W)     SCALED    
 FC0749* NAVD 88     -       237.713  (meters)     779.90   (feet)  ADJUSTED  
 FC0749  ___________________________________________________________________
 FC0749  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0749  DYNAMIC HT  -         237.488 (meters)     779.16  (feet)  COMP
 FC0749  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 FC0749
 FC0749  VERT ORDER  -  FIRST     CLASS II
 FC0749
 FC0749.The horizontal coordinates were scaled from a topographic map and have
 FC0749.an estimated accuracy of +/- 6 seconds.
 FC0749
 FC0749.The orthometric height was determined by differential leveling
 FC0749.and adjusted by the National Geodetic Survey in June 1991..
 FC0749
 FC0749.The geoid height was determined by GEOID03.
 FC0749
 FC0749.The dynamic height is computed by dividing the NAVD 88
 FC0749.geopotential number by the normal gravity value computed on the
 FC0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0749.degrees latitude (g = 980.6199 gals.).
 FC0749
 FC0749.The modeled gravity was interpolated from observed gravity values.
 FC0749
 FC0749;                    North         East    Units  Estimated Accuracy
 FC0749;SPC TN       -   142,660.      709,240.      MT  (+/- 180 meters Scaled)
 FC0749
 FC0749                          SUPERSEDED SURVEY CONTROL
 FC0749
 FC0749  NGVD 29 (??/??/92)  237.795  (m)          780.17   (f) ADJ UNCH    1 2
 FC0749
 FC0749.Superseded values are not recommended for survey control.
 FC0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0749.See file dsdata.txt to determine how the superseded data were derived.
 FC0749
 FC0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE997432(NAD 83)
 FC0749_MARKER: DD = SURVEY DISK
 FC0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0749_STAMPING: J D M 13
 FC0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0749+STABILITY: SURFACE MOTION
 FC0749
 FC0749  HISTORY     - Date     Condition        Report By
 FC0749  HISTORY     - UNK      MONUMENTED       TVA
 FC0749  HISTORY     - 1950     GOOD             NGS
 FC0749
 FC0749                          STATION DESCRIPTION
 FC0749
 FC0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0749'9 MI SE FROM SPRING CITY.
 FC0749'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0749'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 6.2 MILES EAST ALONG
 FC0749'STATE HIGHWAY 68, ABOUT 0.15 MILE SOUTHEAST OF THE JUNCTION OF
 FC0749'THE HIGHWAY AND A BLACK TOP ROAD LEADING NORTHEAST TO WATTS BAR
 FC0749'AND POWER HOUSE, 52.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 FC0749'HIGHWAY, 93 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 FC0749'NORTHEAST RAIL OF THE WATTS BAR SPUR RAILWAY, 81 FEET NORTH OF
 FC0749'THE NORTHWEST END POST OF A ROW OF GUARD RAIL POSTS, 24.5 FEET
 FC0749'SOUTH OF A HIGHWAY R/W MARKER POST, 5 FEET NORTH OF AN 8-INCH
 FC0749'OAK TREE WITH NAIL AND WASHER, 1 FOOT SOUTH OF A T.V.A. STEEL
 FC0749'WITNESS POST, ABOUT 5 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE
 FC0749'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0751 ***********************************************************************
 FC0751  DESIGNATION -  J D M 34
 FC0751  PID         -  FC0751
 FC0751  STATE/COUNTY-  TN/RHEA
 FC0751  USGS QUAD   -  DECATUR (1973)
 FC0751
 FC0751                         *CURRENT SURVEY CONTROL
 FC0751  ___________________________________________________________________
 FC0751* NAD 83(1986)-  35 36 54.     (N)    084 46 55.     (W)     SCALED    
 FC0751* NAVD 88     -       214.652  (meters)     704.24   (feet)  ADJUSTED  
 FC0751  ___________________________________________________________________
 FC0751  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FC0751  DYNAMIC HT  -         214.448 (meters)     703.57  (feet)  COMP
 FC0751  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 FC0751
 FC0751  VERT ORDER  -  FIRST     CLASS II
 FC0751
 FC0751.The horizontal coordinates were scaled from a topographic map and have
 FC0751.an estimated accuracy of +/- 6 seconds.
 FC0751
 FC0751.The orthometric height was determined by differential leveling
 FC0751.and adjusted by the National Geodetic Survey in June 1991..
 FC0751
 FC0751.The geoid height was determined by GEOID03.
 FC0751
 FC0751.The dynamic height is computed by dividing the NAVD 88
 FC0751.geopotential number by the normal gravity value computed on the
 FC0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0751.degrees latitude (g = 980.6199 gals.).
 FC0751
 FC0751.The modeled gravity was interpolated from observed gravity values.
 FC0751
 FC0751;                    North         East    Units  Estimated Accuracy
 FC0751;SPC TN       -   142,890.      710,350.      MT  (+/- 180 meters Scaled)
 FC0751
 FC0751                          SUPERSEDED SURVEY CONTROL
 FC0751
 FC0751  NGVD 29 (??/??/92)  214.735  (m)          704.51   (f) ADJ UNCH    1 2
 FC0751
 FC0751.Superseded values are not recommended for survey control.
 FC0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0751.See file dsdata.txt to determine how the superseded data were derived.
 FC0751
 FC0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE008435(NAD 83)
 FC0751_MARKER: DD = SURVEY DISK
 FC0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0751_STAMPING: J D M 34
 FC0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0751+STABILITY: SURFACE MOTION
 FC0751
 FC0751  HISTORY     - Date     Condition        Report By
 FC0751  HISTORY     - UNK      MONUMENTED       TVA
 FC0751  HISTORY     - 1950     GOOD             NGS
 FC0751
 FC0751                          STATION DESCRIPTION
 FC0751
 FC0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0751'10.2 MI SE FROM SPRING CITY.
 FC0751'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0751'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 6.65 MILES SOUTHEAST
 FC0751'ALONG STATE HIGHWAY 68, THENCE ABOUT 0.7 MILE NORTH ALONG BLACK
 FC0751'TOP ROAD LEADING TO WATTS BAR DAM, ALONG A SPUR RAILWAY CONNECTING
 FC0751'THE WEST END OF THE DAM AND THE STEAM PLANT, ABOUT 0.4 MILE
 FC0751'SOUTH ALONG THE RAILWAY SPUR FROM THE WEST END OF THE DAM, ABOUT
 FC0751'0.25 MILE NORTHEAST OF THE STEAM PLANT, 90 YARDS SOUTH OF THE
 FC0751'SOUTH END OF A WAREHOUSE, 11 FEET SOUTHWEST OF THE SOUTHWEST
 FC0751'RAIL OF THE SOUTHWEST TRACK, 23.5 FEET NORTHWEST OF A SWITCH STAND,
 FC0751'1 FOOT NORTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT
 FC0751'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0751'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0813 ***********************************************************************
 GB0813  DESIGNATION -  JACK
 GB0813  PID         -  GB0813
 GB0813  STATE/COUNTY-  TN/CAMPBELL
 GB0813  USGS QUAD   -  JACKSBORO (1991)
 GB0813
 GB0813                         *CURRENT SURVEY CONTROL
 GB0813  ___________________________________________________________________
 GB0813* NAD 83(1995)-  36 20 13.62168(N)    084 10 24.30671(W)     ADJUSTED  
 GB0813* NAVD 88     -       351.616  (meters)    1153.59   (feet)  ADJUSTED  
 GB0813  ___________________________________________________________________
 GB0813  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 GB0813  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0813  DYNAMIC HT  -         351.305 (meters)    1152.57  (feet)  COMP
 GB0813  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 GB0813
 GB0813  HORZ ORDER  -  SECOND
 GB0813  VERT ORDER  -  SECOND    CLASS 0
 GB0813
 GB0813.The horizontal coordinates were established by classical geodetic methods
 GB0813.and adjusted by the National Geodetic Survey in April 1999..
 GB0813
 GB0813.The orthometric height was determined by differential leveling
 GB0813.and adjusted by the National Geodetic Survey in June 1991..
 GB0813
 GB0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0813
 GB0813.The geoid height was determined by GEOID03.
 GB0813
 GB0813.The dynamic height is computed by dividing the NAVD 88
 GB0813.geopotential number by the normal gravity value computed on the
 GB0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0813.degrees latitude (g = 980.6199 gals.).
 GB0813
 GB0813.The modeled gravity was interpolated from observed gravity values.
 GB0813
 GB0813;                    North         East     Units Scale Factor Converg.
 GB0813;SPC TN       -   223,851.683   763,975.856   MT  0.99998686   +1 04 09.7
 GB0813;SPC TN       -   734,420.06  2,506,477.45   sFT  0.99998686   +1 04 09.7
 GB0813;UTM  16      - 4,025,050.433   753,695.318   MT  1.00039307   +1 40 32.7
 GB0813
 GB0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0813!SPC TN       -   0.99994951  x   0.99998686  =   0.99993637
 GB0813!UTM  16      -   0.99994951  x   1.00039307  =   1.00034256
 GB0813
 GB0813|---------------------------------------------------------------------|
 GB0813| PID    Reference Object                     Distance      Geod. Az  |
 GB0813|                                                           dddmmss.s |
 GB0813| GB0812 JACK RM 1                             7.994 METERS 03323     |
 GB0813| GB0814 JACK RM 2                             7.375 METERS 21544     |
 GB0813|---------------------------------------------------------------------|
 GB0813
 GB0813                          SUPERSEDED SURVEY CONTROL
 GB0813
 GB0813  NAD 83(1995)-  36 20 13.62313(N)    084 10 24.31014(W) AD(       ) 2
 GB0813  NAD 83(1995)-  36 20 13.62873(N)    084 10 24.31075(W) AD(       ) 2
 GB0813  NAD 83(1986)-  36 20 13.63192(N)    084 10 24.30766(W) AD(       ) 2
 GB0813  NAD 27      -  36 20 13.33518(N)    084 10 24.57281(W) AD(       ) 2
 GB0813  NGVD 29 (??/??/92)  351.715  (m)         1153.92   (f) ADJ UNCH    2 0
 GB0813
 GB0813.Superseded values are not recommended for survey control.
 GB0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0813.See file dsdata.txt to determine how the superseded data were derived.
 GB0813
 GB0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5369525050(NAD 83)
 GB0813_MARKER: DD = SURVEY DISK
 GB0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0813_STAMPING: JACK 1964
 GB0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0813+STABILITY: SURFACE MOTION
 GB0813
 GB0813  HISTORY     - Date     Condition        Report By
 GB0813  HISTORY     - 1964     MONUMENTED       TNHD
 GB0813  HISTORY     - 1965     GOOD             TNHD
 GB0813  HISTORY     - 1976     MARK NOT FOUND   NGS
 GB0813
 GB0813                          STATION DESCRIPTION
 GB0813
 GB0813'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0813'THE STATION IS LOCATED ABOUT 0.6 MILE NORTHEAST OF JACKSBORO.
 GB0813'
 GB0813'TO REACH THE STATION FROM THE CAMPBELL COUNTY COURTHOUSE IN
 GB0813'JACKSBORO, GO 0.7 MILE
 GB0813'NORTHEAST ON U.  S.  HIGHWAY 25W TO THE MARK ON THE LEFT AS
 GB0813'DESCRIBED.
 GB0813'
 GB0813'THE STATION IS 38.5 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GB0813'WEST BOUND LANE OF U.S.
 GB0813'HIGHWAY 25W, 12 FEET SOUTHEAST OF UTILITY POLE NO 48, 9
 GB0813'FEET NORTHWEST OF THE EDGE OF
 GB0813'THE BANK OF A HIGHWAY CUT, 6.9 FEET
 GB0813'SOUTHEAST OF A WITNESS POST AND IS ABOUT 8 FEET
 GB0813'ABOVE THE PAVEMENT.
 GB0813'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB0813'DEPARTMENT
 GB0813'DISKS AND THE DISKS ARE STAMPED JACK 1964.  THE
 GB0813'UNDERGROUND MARK IS ABOUT 30
 GB0813'INCHES BELOW THE SURFACE.  THE SURFACE
 GB0813'DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GB0813'CONCRETE MONUMENT.
 GB0813'
 GB0813'REFERENCE MARK NO. 1 IS 41 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB0813'OF THE WEST BOUND LANE OF U.
 GB0813'S.  HIGHWAY 25W, 14 FEET NORTHEAST OF THE UTILITY
 GB0813'POLE NO 48 AND 3 FEET NORTHWEST OF
 GB0813'THE EDGE OF THE BANK OF A HIGHWAY
 GB0813'CUT.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0813'DISK SET IN A
 GB0813'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JACK
 GB0813'RM-1 1964.
 GB0813'
 GB0813'REFERENCE MARK NO. 2 IS 33 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB0813'OF THE WEST BOUND LANE OF U.
 GB0813'S.  HIGHWAY 25W AND 7 FEET NORTHWEST OF THE EDGE OF
 GB0813'THE BANK OF A HIGHWAY CUT.  IT IS A
 GB0813'STANDARD TENNESSEE HIGHWAY
 GB0813'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0813'CONCRETE MONUMENT AND
 GB0813'THE DISK IS STAMPED JACK RM-2 1964.
 GB0813'
 GB0813'TRAVERSE STATION EAGLE 1961 AND/OR SKY WILL SERVE AS THE AZIMUTH
 GB0813'MARK.
 GB0813'
 GB0813'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0813'
 GB0813'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0813
 GB0813                          STATION RECOVERY (1965)
 GB0813
 GB0813'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0813'0.7 MI NE FROM JACKSBORO.
 GB0813'FROM THE COURT HOUSE IN JACKSBORO, GO 0.7 MILE NORTHEAST ON
 GB0813'U.S. HIGHWAY 25W TO THE MARK ON THE LEFT, 39 FEET NORTHWEST
 GB0813'OF THE APPROXIMATE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY
 GB0813'25W, 12 FEET SOUTHEAST OF UTILITY POLE 48, 9 FEET NORTHWEST
 GB0813'OF THE EDGE OF THE BANK OF A HIGHWAY CUT, 6.9 FEET SOUTHEAST OF
 GB0813'A METAL WITNESS POST WITH SIGN AND IS ABOUT 8 FEET ABOVE THE
 GB0813'PAVEMENT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0813'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED JACK 1964.
 GB0813
 GB0813                          STATION RECOVERY (1976)
 GB0813
 GB0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB0813'A SEARCH WAS MADE FOR THE STATION AND REFERENCE MARKS BUT NOTHING
 GB0813'WAS FOUND.  THE CUT-BANK MENTIONED IN THE DESCRIPTION HAS BEEN
 GB0813'GRADED DOWN AND ALL MARKS ARE ASSUMED DESTROYED BY THE GRADING.
 GB0813'
 GB0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE NORTHEAST
 GB0813'OF JASKSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0853 ***********************************************************************
 GC0853  DESIGNATION -  JACK
 GC0853  PID         -  GC0853
 GC0853  STATE/COUNTY-  TN/ROBERTSON
 GC0853  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC0853
 GC0853                         *CURRENT SURVEY CONTROL
 GC0853  ___________________________________________________________________
 GC0853* NAD 83(1995)-  36 23 06.42805(N)    086 59 55.22843(W)     ADJUSTED  
 GC0853* NAVD 88     -       220.813  (meters)     724.45   (feet)  ADJUSTED  
 GC0853  ___________________________________________________________________
 GC0853  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GC0853  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0853  DYNAMIC HT  -         220.626 (meters)     723.84  (feet)  COMP
 GC0853  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GC0853
 GC0853  HORZ ORDER  -  SECOND
 GC0853  VERT ORDER  -  SECOND    CLASS 0
 GC0853
 GC0853.The horizontal coordinates were established by classical geodetic methods
 GC0853.and adjusted by the National Geodetic Survey in April 1999..
 GC0853
 GC0853.The orthometric height was determined by differential leveling
 GC0853.and adjusted by the National Geodetic Survey in June 1991..
 GC0853
 GC0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0853
 GC0853.The geoid height was determined by GEOID03.
 GC0853
 GC0853.The dynamic height is computed by dividing the NAVD 88
 GC0853.geopotential number by the normal gravity value computed on the
 GC0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0853.degrees latitude (g = 980.6199 gals.).
 GC0853
 GC0853.The modeled gravity was interpolated from observed gravity values.
 GC0853
 GC0853;                    North         East     Units Scale Factor Converg.
 GC0853;SPC TN       -   228,105.107   510,397.699   MT  0.99999456   -0 35 04.8
 GC0853;SPC TN       -   748,374.84  1,674,529.78   sFT  0.99999456   -0 35 04.8
 GC0853;UTM  16      - 4,026,665.146   500,118.875   MT  0.99960000   +0 00 02.8
 GC0853
 GC0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0853!SPC TN       -   0.99996996  x   0.99999456  =   0.99996453
 GC0853!UTM  16      -   0.99996996  x   0.99960000  =   0.99956998
 GC0853
 GC0853|---------------------------------------------------------------------|
 GC0853| PID    Reference Object                     Distance      Geod. Az  |
 GC0853|                                                           dddmmss.s |
 GC0853| GC0854 JACK RM 1                             7.891 METERS 01939     |
 GC0853| GC0852 JACK RM 2                             7.623 METERS 19722     |
 GC0853| GC1536 JACK AZ MK                                         3050500.5 |
 GC0853|---------------------------------------------------------------------|
 GC0853
 GC0853                          SUPERSEDED SURVEY CONTROL
 GC0853
 GC0853  NAD 83(1995)-  36 23 06.42936(N)    086 59 55.23043(W) AD(       ) 2
 GC0853  NAD 83(1995)-  36 23 06.43196(N)    086 59 55.23186(W) AD(       ) 2
 GC0853  NAD 83(1986)-  36 23 06.43777(N)    086 59 55.23195(W) AD(       ) 2
 GC0853  NAD 27      -  36 23 06.25693(N)    086 59 55.22813(W) AD(       ) 2
 GC0853  NGVD 29 (??/??/92)  220.867  (m)          724.63   (f) ADJ UNCH    2 0
 GC0853
 GC0853.Superseded values are not recommended for survey control.
 GC0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0853.See file dsdata.txt to determine how the superseded data were derived.
 GC0853
 GC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0011926665(NAD 83)
 GC0853_MARKER: DD = SURVEY DISK
 GC0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0853_STAMPING: JACK 1965
 GC0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0853+STABILITY: SURFACE MOTION
 GC0853
 GC0853  HISTORY     - Date     Condition        Report By
 GC0853  HISTORY     - 1965     MONUMENTED       TNHD
 GC0853  HISTORY     - 1965     GOOD             TNHD
 GC0853
 GC0853                          STATION DESCRIPTION
 GC0853
 GC0853'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0853'2 MI SE FROM PLEASANT VIEW.
 GC0853'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49
 GC0853'AT PLEASANT VIEW, GO SOUTHEASTERLY ON U.S. HIGHWAY 41A FOR
 GC0853'0.7 MILE TO A PAVED ROAD ON THE LEFT, TURN LEFT, EAST, AND GO
 GC0853'0.9 MILE SOUTHEASTERLY TO A CURVE RIGHT AND A GRAVELED ROAD ON
 GC0853'THE LEFT, TURN LEFT AND GO 0.5 MILE EAST ON THE GRAVELED, THEN
 GC0853'TRACK ROAD, TO THE MARK ON THE LEFT, 88 FEET NORTHEAST OF THE
 GC0853'APPROXIMATE CENTER OF THE TRACK ROAD AND IN A CLEARED FIELD.
 GC0853'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC0853'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0853
 GC0853                          STATION RECOVERY (1965)
 GC0853
 GC0853'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (JAG)
 GC0853'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF JOELTON AND ABOUT
 GC0853'2 MILES SOUTHEAST OF PLEASANT VIEW.
 GC0853'
 GC0853'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC0853'STATE ROUTE 49 AT PLEASANT VIEW, GO SOUTHEASTERLY ON U.S. HIGHWAY
 GC0853'41A FOR 0.7 MILE TO A PAVED ROAD ON THE LEFT, TURN LEFT, EAST, AND GO
 GC0853'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD,
 GC0853'SOUTHEASTERLY, ON THE PAVED ROAD FOR 0.5 MILE TO A CURVE RIGHT AND A
 GC0853'GRAVELED ROAD ON THE LEFT, TURN LEFT AD GO 0.5 MILE EAST ON THE
 GC0853'GRAVELED, THEN TRACK ROAD, TO THE STATION ON THE LEFT.
 GC0853'
 GC0853'THE STATION IS 88 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GC0853'TRACK ROAD AND IN A CLEARED FIELD. THE SURFACE AND UNDERGROUND
 GC0853'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GC0853'ARE STAMPED JACK 1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GC0853'BELOW THE SURFACE. THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH,
 GC0853'SQUARE, FLUSH, CONCRETE MONUMENT.
 GC0853'
 GC0853'REFERENCE MARK NO. 1 IS 190 FEET SOUTHWEST OF THE SOUTH EDGE OF A
 GC0853'PATCH OF WOODS. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0853'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC0853'MONUMENT AND THE DISK IS STAMPED JACK RM-1 1965.
 GC0853'
 GC0853'REFERENCE MARK NO. 2 IS 63 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC0853'OF THE TRACK ROAD. THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC0853'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC0853'MONUMENT AND THE DISK IS STAMPED JACK RM-2 1965.
 GC0853'
 GC0853'THE AZIMUTH MARK IS 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC0853'THE PAVED ROAD, 7 FEET SOUTHEAST OF A 4-INCH TWIN-TRUNKED
 GC0853'ELM TREE AND 2.6 FEET NORTHEAST OF A METAL WITNESS POST. THE MARK IS
 GC0853'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC0853'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC0853'STAMPED JACK AZI 1965.
 GC0853'
 GC0853'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC0853'
 GC0853'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0914 ***********************************************************************
 FD0914  DESIGNATION -  JACK
 FD0914  PID         -  FD0914
 FD0914  STATE/COUNTY-  TN/LAWRENCE
 FD0914  USGS QUAD   -  ETHRIDGE (1988)
 FD0914
 FD0914                         *CURRENT SURVEY CONTROL
 FD0914  ___________________________________________________________________
 FD0914* NAD 83(1995)-  35 16 25.14743(N)    087 19 05.88357(W)     ADJUSTED  
 FD0914* NAVD 88     -       295.287  (meters)     968.79   (feet)  ADJUSTED  
 FD0914  ___________________________________________________________________
 FD0914  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FD0914  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0914  DYNAMIC HT  -         295.007 (meters)     967.87  (feet)  COMP
 FD0914  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FD0914
 FD0914  HORZ ORDER  -  SECOND
 FD0914  VERT ORDER  -  SECOND    CLASS 0
 FD0914
 FD0914.The horizontal coordinates were established by classical geodetic methods
 FD0914.and adjusted by the National Geodetic Survey in April 1999..
 FD0914
 FD0914.The orthometric height was determined by differential leveling
 FD0914.and adjusted by the National Geodetic Survey in June 1991..
 FD0914
 FD0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0914
 FD0914.The geoid height was determined by GEOID03.
 FD0914
 FD0914.The dynamic height is computed by dividing the NAVD 88
 FD0914.geopotential number by the normal gravity value computed on the
 FD0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0914.degrees latitude (g = 980.6199 gals.).
 FD0914
 FD0914.The modeled gravity was interpolated from observed gravity values.
 FD0914
 FD0914;                    North         East     Units Scale Factor Converg.
 FD0914;SPC TN       -   105,136.440   480,060.864   MT  0.99999591   -0 46 18.4
 FD0914;SPC TN       -   344,935.14  1,574,999.68   sFT  0.99999591   -0 46 18.4
 FD0914;UTM  16      - 3,903,437.160   471,051.489   MT  0.99961033   -0 11 01.7
 FD0914
 FD0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0914!SPC TN       -   0.99995800  x   0.99999591  =   0.99995391
 FD0914!UTM  16      -   0.99995800  x   0.99961033  =   0.99956835
 FD0914
 FD0914:                Primary Azimuth Mark                     Grid Az
 FD0914:SPC TN       -  JACK AZ MK                               019 34 14.4
 FD0914:UTM  16      -  JACK AZ MK                               018 58 57.7
 FD0914
 FD0914|---------------------------------------------------------------------|
 FD0914| PID    Reference Object                     Distance      Geod. Az  |
 FD0914|                                                           dddmmss.s |
 FD0914| FD0916 JACK AZ MK                                         0184756.0 |
 FD0914| FD0915 JACK RM 1                            22.423 METERS 10505     |
 FD0914| FD0913 JACK RM 2                            21.762 METERS 20533     |
 FD0914|---------------------------------------------------------------------|
 FD0914
 FD0914                          SUPERSEDED SURVEY CONTROL
 FD0914
 FD0914  NAD 83(1995)-  35 16 25.14909(N)    087 19 05.88434(W) AD(       ) 2
 FD0914  NAD 83(1995)-  35 16 25.15469(N)    087 19 05.88526(W) AD(       ) 2
 FD0914  NAD 83(1986)-  35 16 25.15836(N)    087 19 05.88432(W) AD(       ) 2
 FD0914  NAD 27      -  35 16 24.86650(N)    087 19 05.81580(W) AD(       ) 2
 FD0914  NGVD 29 (??/??/92)  295.249  (m)          968.66   (f) ADJ UNCH    2 0
 FD0914
 FD0914.Superseded values are not recommended for survey control.
 FD0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0914.See file dsdata.txt to determine how the superseded data were derived.
 FD0914
 FD0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7105103437(NAD 83)
 FD0914_MARKER: DD = SURVEY DISK
 FD0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0914_STAMPING: JACK 1962
 FD0914_MARK LOGO: TNHD  
 FD0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0914+STABILITY: SURFACE MOTION
 FD0914
 FD0914  HISTORY     - Date     Condition        Report By
 FD0914  HISTORY     - 1962     MONUMENTED       TNHD
 FD0914  HISTORY     - 1962     GOOD             TNHD
 FD0914  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0914
 FD0914                          STATION DESCRIPTION
 FD0914
 FD0914'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0914'2 MI N FROM LAWRENCEBURG.
 FD0914'FROM THE JUNCTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0914'LAWRENCEBURG, GO 2.4 MILES NORTH ON U.S. HIGHWAY 43 TO A SHARP
 FD0914'CUT AND THE STATION IS ON THE RIGHT.  THE STATION IS 33 FEET
 FD0914'NORTH OF A 14-INCH OAK TREE, 22 FEET WEST OF A 12-INCH OAK TREE,
 FD0914'20.8 FEET SOUTH OF A WITNESS POST, AND 19 FEET EAST OF A HIGHWAY
 FD0914'CUT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0914'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH
 FD0914'THE GROUND.
 FD0914
 FD0914                          STATION RECOVERY (1962)
 FD0914
 FD0914'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (JAG)
 FD0914'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF LAWRENCEBURG.
 FD0914'
 FD0914'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND U S
 FD0914'HIGHWAY 43 IN
 FD0914'LAWRENCEBURG, GO 2.4 MILES NORTH ON U S HIGHWAY 43 TO A SHARP
 FD0914'HIGHWAY CUT AND THE
 FD0914'STATION ON THE RIGHT.
 FD0914'
 FD0914'THE STATION IS 33 FEET NORTH OF A 14-INCH OAK TREE, 22 FEET WEST OF A
 FD0914'12-INCH OAK TREE, 20.8
 FD0914'FEET SOUTH OF A WITNESS POST, AND 19 FEET EAST OF A
 FD0914'HIGHWAY CUT.  THE SURFACE AND
 FD0914'UNDERGROUND MARKS ARE STANDARD
 FD0914'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 FD0914'STAMPED JACK 1962.  THE
 FD0914'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 FD0914'SURFACE DISK IS
 FD0914'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0914'
 FD0914'REFERENCE MARK NO 1 IS 54 FEET WEST OF A 12-INCH OAK TREE, 38 FEET
 FD0914'SOUTH OF A TWIN-TRUNKED
 FD0914'APPLE TREE, AND 36 FEET EAST OF A 15-INCH OAK TREE.  IT
 FD0914'IS A STANDARD TENNESSEE HIGHWAY
 FD0914'DEPARTMENT DISK SET IN A 10-INCH
 FD0914'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD0914'STAMPED JACK RM 1
 FD0914'1962.
 FD0914'
 FD0914'REFERENCE MARK NO 2 IS 32 FEET NORTHWEST OF AN 18-INCH OAK TREE, 30
 FD0914'FEET SOUTH OF A 20-INCH OAK
 FD0914'TREE, 29 FEET EAST OF A HIGHWAY CUT, AND 9 FEET
 FD0914'SOUTHEAST OF A 12-INCH OAK TREE.
 FD0914'IT IS A STANDARD TENNESSEE HIGHWAY
 FD0914'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0914'CONCRETE MONUMENT AND
 FD0914'THE DISK IS STAMPED JACK RM 2 1962.
 FD0914'
 FD0914'THE AZIMUTH MARK IS 30 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0914'HIGHWAY 43, 25 FEET SOUTH
 FD0914'OF THE APPROXIMATE CENTER OF THE DRIVEWAY OF JAMES N
 FD0914'HARRIS, 4 FEET SOUTH OF
 FD0914'TELEPHONE POLE B 64, AND 3.7 FEET SOUTH OF A
 FD0914'WITNESS POST.  THE MARK IS A STANDARD
 FD0914'TENNESSEE HIGHWAY DEPARTMENT
 FD0914'REFERENCE MARK DISK SET IN A 10-INCH SQUARE CONCRETE
 FD0914'MONUMENT,
 FD0914'PROJECTING 1-INCH, AND THE DISK IS STAMPED JACK AZI 1962.
 FD0914'
 FD0914'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.8 MILE NORTH ON U S
 FD0914'HIGHWAY 43 TO THE MARK ON
 FD0914'THE LEFT.
 FD0914'
 FD0914'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0914'
 FD0914'HEIGHT OF LIGHT ABOVE STATION MARK 22.03 METERS.
 FD0914
 FD0914                          STATION RECOVERY (1983)
 FD0914
 FD0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0914'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1536 ***********************************************************************
 GC1536  DESIGNATION -  JACK AZ MK
 GC1536  PID         -  GC1536
 GC1536  STATE/COUNTY-  TN/ROBERTSON
 GC1536  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1536
 GC1536                         *CURRENT SURVEY CONTROL
 GC1536  ___________________________________________________________________
 GC1536* NAD 83(1986)-  36 23 33.     (N)    087 00 42.     (W)     SCALED    
 GC1536* NAVD 88     -       224.851  (meters)     737.70   (feet)  ADJUSTED  
 GC1536  ___________________________________________________________________
 GC1536  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC1536  DYNAMIC HT  -         224.661 (meters)     737.08  (feet)  COMP
 GC1536  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 GC1536
 GC1536  VERT ORDER  -  SECOND    CLASS 0
 GC1536
 GC1536.The horizontal coordinates were scaled from a topographic map and have
 GC1536.an estimated accuracy of +/- 6 seconds.
 GC1536
 GC1536.The orthometric height was determined by differential leveling
 GC1536.and adjusted by the National Geodetic Survey in June 1991..
 GC1536
 GC1536.The geoid height was determined by GEOID03.
 GC1536
 GC1536.The dynamic height is computed by dividing the NAVD 88
 GC1536.geopotential number by the normal gravity value computed on the
 GC1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1536.degrees latitude (g = 980.6199 gals.).
 GC1536
 GC1536.The modeled gravity was interpolated from observed gravity values.
 GC1536
 GC1536;                    North         East    Units  Estimated Accuracy
 GC1536;SPC TN       -   228,940.      509,240.      MT  (+/- 180 meters Scaled)
 GC1536
 GC1536                          SUPERSEDED SURVEY CONTROL
 GC1536
 GC1536  NGVD 29 (??/??/92)  224.907  (m)          737.88   (f) ADJ UNCH    2 0
 GC1536
 GC1536.Superseded values are not recommended for survey control.
 GC1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1536.See file dsdata.txt to determine how the superseded data were derived.
 GC1536
 GC1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF989274(NAD 83)
 GC1536_MARKER: DD = SURVEY DISK
 GC1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1536_STAMPING: JACK AZI 1965
 GC1536_MARK LOGO: TNHD  
 GC1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1536+STABILITY: SURFACE MOTION
 GC1536
 GC1536  HISTORY     - Date     Condition        Report By
 GC1536  HISTORY     - 1965     MONUMENTED       TNHD
 GC1536
 GC1536                          STATION DESCRIPTION
 GC1536
 GC1536'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1536'1.1 MI SE FROM PLEASANT VIEW.
 GC1536'FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND STATE ROUTE 49 AT
 GC1536'PLEASANT VIEW, GO SOUTHEASTERLY ON U.S. HIGHWAY 41A FOR 0.7 MILE
 GC1536'TO A PAVED ROAD ON THE LEFT, TURN LEFT, EAST, AND GO 0.4 MILE TO
 GC1536'THE MARK ON THE RIGHT, 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC1536'OF THE PAVED ROAD, 7 FEET SOUTHEAST OF A 4-INCH TWIN-TRUNKED
 GC1536'ELM TREE AND 2.6 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 GC1536'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC1536'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0916 ***********************************************************************
 FD0916  DESIGNATION -  JACK AZ MK
 FD0916  PID         -  FD0916
 FD0916  STATE/COUNTY-  TN/LAWRENCE
 FD0916  USGS QUAD   -  ETHRIDGE (1988)
 FD0916
 FD0916                         *CURRENT SURVEY CONTROL
 FD0916  ___________________________________________________________________
 FD0916* NAD 83(1986)-  35 17 02.     (N)    087 18 51.     (W)     SCALED    
 FD0916* NAVD 88     -       286.431  (meters)     939.73   (feet)  ADJUSTED  
 FD0916  ___________________________________________________________________
 FD0916  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD0916  DYNAMIC HT  -         286.159 (meters)     938.84  (feet)  COMP
 FD0916  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 FD0916
 FD0916  VERT ORDER  -  FIRST     CLASS II
 FD0916
 FD0916.The horizontal coordinates were scaled from a topographic map and have
 FD0916.an estimated accuracy of +/- 6 seconds.
 FD0916
 FD0916.The orthometric height was determined by differential leveling
 FD0916.and adjusted by the National Geodetic Survey in June 1991..
 FD0916
 FD0916.The geoid height was determined by GEOID03.
 FD0916
 FD0916.The dynamic height is computed by dividing the NAVD 88
 FD0916.geopotential number by the normal gravity value computed on the
 FD0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0916.degrees latitude (g = 980.6199 gals.).
 FD0916
 FD0916.The modeled gravity was interpolated from observed gravity values.
 FD0916
 FD0916;                    North         East    Units  Estimated Accuracy
 FD0916;SPC TN       -   106,270.      480,450.      MT  (+/- 180 meters Scaled)
 FD0916
 FD0916                          SUPERSEDED SURVEY CONTROL
 FD0916
 FD0916  NGVD 29 (??/??/92)  286.398  (m)          939.62   (f) ADJ UNCH    1 2
 FD0916
 FD0916.Superseded values are not recommended for survey control.
 FD0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0916.See file dsdata.txt to determine how the superseded data were derived.
 FD0916
 FD0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE714045(NAD 83)
 FD0916_MARKER: DD = SURVEY DISK
 FD0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0916_STAMPING: JACK AZI 1962
 FD0916_MARK LOGO: TNHD  
 FD0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0916+STABILITY: SURFACE MOTION
 FD0916
 FD0916  HISTORY     - Date     Condition        Report By
 FD0916  HISTORY     - 1962     MONUMENTED       TNHD
 FD0916  HISTORY     - 1983     GOOD             NGS
 FD0916
 FD0916                          STATION DESCRIPTION
 FD0916
 FD0916'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0916'2 MI N FROM LAWRENCEBURG.
 FD0916'FROM THE JUNCTION OF U.S. HIGHWAY 43 AND U.S. HIGHWAY 64 IN
 FD0916'LAWRENCEBURG, GO 3.2 MILES NORTH ON U.S. HIGHWAY 43 TO THE MARK
 FD0916'ON THE LEFT.  THE AZIMUTH IS 30 FEET WEST OF THE CENTERLINE OF
 FD0916'U.S. HIGHWAY 43, 25 FEET SOUTH OF CENTERLINE OF THE DRIVEWAY OF
 FD0916'JAMES N. HARRIS, 4 FEET SOUTH OF TELEPHONE POLE NO. B64, AND 3.7
 FD0916'FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FD0916'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FD0916'CONCRETE MONUMENT, PROJECTING 1-INCH ABOVE THE GROUND.
 FD0916
 FD0916                          STATION RECOVERY (1983)
 FD0916
 FD0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0812 ***********************************************************************
 GB0812  DESIGNATION -  JACK RM 1
 GB0812  PID         -  GB0812
 GB0812  STATE/COUNTY-  TN/CAMPBELL
 GB0812  USGS QUAD   -  JACKSBORO (1991)
 GB0812
 GB0812                         *CURRENT SURVEY CONTROL
 GB0812  ___________________________________________________________________
 GB0812* NAD 83(1986)-  36 20 13.     (N)    084 10 25.     (W)     SCALED    
 GB0812* NAVD 88     -       351.636  (meters)    1153.66   (feet)  ADJUSTED  
 GB0812  ___________________________________________________________________
 GB0812  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0812  DYNAMIC HT  -         351.325 (meters)    1152.64  (feet)  COMP
 GB0812  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 GB0812
 GB0812  VERT ORDER  -  SECOND    CLASS 0
 GB0812
 GB0812.The horizontal coordinates were scaled from a topographic map and have
 GB0812.an estimated accuracy of +/- 6 seconds.
 GB0812
 GB0812.The orthometric height was determined by differential leveling
 GB0812.and adjusted by the National Geodetic Survey in June 1991..
 GB0812
 GB0812.The geoid height was determined by GEOID03.
 GB0812
 GB0812.The dynamic height is computed by dividing the NAVD 88
 GB0812.geopotential number by the normal gravity value computed on the
 GB0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0812.degrees latitude (g = 980.6199 gals.).
 GB0812
 GB0812.The modeled gravity was interpolated from observed gravity values.
 GB0812
 GB0812;                    North         East    Units  Estimated Accuracy
 GB0812;SPC TN       -   223,830.      763,960.      MT  (+/- 180 meters Scaled)
 GB0812
 GB0812                          SUPERSEDED SURVEY CONTROL
 GB0812
 GB0812  NGVD 29 (??/??/92)  351.734  (m)         1153.98   (f) ADJ UNCH    2 0
 GB0812
 GB0812.Superseded values are not recommended for survey control.
 GB0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0812.See file dsdata.txt to determine how the superseded data were derived.
 GB0812
 GB0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF536250(NAD 83)
 GB0812_MARKER: DR = REFERENCE MARK DISK
 GB0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0812_STAMPING: JACK RM 1 1964
 GB0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0812+STABILITY: SURFACE MOTION
 GB0812
 GB0812  HISTORY     - Date     Condition        Report By
 GB0812  HISTORY     - 1964     MONUMENTED       TNHD
 GB0812  HISTORY     - 1965     GOOD             TNHD
 GB0812
 GB0812                          STATION DESCRIPTION
 GB0812
 GB0812'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0812'0.7 MI NE FROM JACKSBORO.
 GB0812'THIS MARK IS LOCATED AT THE JACK 1964 STATION SITE, 41 FEET
 GB0812'NORTHWEST OF THE APPROXIMATE CENTER OF THE WEST BOUND LANE OF
 GB0812'U.S. HIGHWAY 25W, 14 FEET NORTHEAST OF UTILITY POLE NO. 48
 GB0812'AND 3 FEET NORTHWEST OF THE EDGE OF THE BANK OF A HIGHWAY
 GB0812'CUT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0812'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GB0812'JACK RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0854 ***********************************************************************
 GC0854  DESIGNATION -  JACK RM 1
 GC0854  PID         -  GC0854
 GC0854  STATE/COUNTY-  TN/ROBERTSON
 GC0854  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC0854
 GC0854                         *CURRENT SURVEY CONTROL
 GC0854  ___________________________________________________________________
 GC0854* NAD 83(1986)-  36 23 06.     (N)    086 59 55.     (W)     SCALED    
 GC0854* NAVD 88     -       220.660  (meters)     723.95   (feet)  ADJUSTED  
 GC0854  ___________________________________________________________________
 GC0854  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0854  DYNAMIC HT  -         220.473 (meters)     723.34  (feet)  COMP
 GC0854  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GC0854
 GC0854  VERT ORDER  -  SECOND    CLASS 0
 GC0854
 GC0854.The horizontal coordinates were scaled from a topographic map and have
 GC0854.an estimated accuracy of +/- 6 seconds.
 GC0854
 GC0854.The orthometric height was determined by differential leveling
 GC0854.and adjusted by the National Geodetic Survey in June 1991..
 GC0854
 GC0854.The geoid height was determined by GEOID03.
 GC0854
 GC0854.The dynamic height is computed by dividing the NAVD 88
 GC0854.geopotential number by the normal gravity value computed on the
 GC0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0854.degrees latitude (g = 980.6199 gals.).
 GC0854
 GC0854.The modeled gravity was interpolated from observed gravity values.
 GC0854
 GC0854;                    North         East    Units  Estimated Accuracy
 GC0854;SPC TN       -   228,090.      510,400.      MT  (+/- 180 meters Scaled)
 GC0854
 GC0854                          SUPERSEDED SURVEY CONTROL
 GC0854
 GC0854  NGVD 29 (??/??/92)  220.715  (m)          724.13   (f) ADJ UNCH    2 0
 GC0854
 GC0854.Superseded values are not recommended for survey control.
 GC0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0854.See file dsdata.txt to determine how the superseded data were derived.
 GC0854
 GC0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF001266(NAD 83)
 GC0854_MARKER: DD = SURVEY DISK
 GC0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0854_STAMPING: JACK RM-1 1965
 GC0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0854+STABILITY: SURFACE MOTION
 GC0854
 GC0854  HISTORY     - Date     Condition        Report By
 GC0854  HISTORY     - 1965     MONUMENTED       TNHD
 GC0854
 GC0854                          STATION DESCRIPTION
 GC0854
 GC0854'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0854'2 MI SE FROM PLEASANT VIEW.
 GC0854'AT THE JACK 1965 STATION SITE, 190 FEET SOUTHWEST OF THE SOUTH
 GC0854'EDGE OF A PATCH OF WOODS.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0854'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0854'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0915 ***********************************************************************
 FD0915  DESIGNATION -  JACK RM 1
 FD0915  PID         -  FD0915
 FD0915  STATE/COUNTY-  TN/LAWRENCE
 FD0915  USGS QUAD   -  ETHRIDGE (1988)
 FD0915
 FD0915                         *CURRENT SURVEY CONTROL
 FD0915  ___________________________________________________________________
 FD0915* NAD 83(1986)-  35 16 25.     (N)    087 19 06.     (W)     SCALED    
 FD0915* NAVD 88     -       294.896  (meters)     967.50   (feet)  ADJUSTED  
 FD0915  ___________________________________________________________________
 FD0915  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0915  DYNAMIC HT  -         294.616 (meters)     966.59  (feet)  COMP
 FD0915  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FD0915
 FD0915  VERT ORDER  -  SECOND    CLASS 0
 FD0915
 FD0915.The horizontal coordinates were scaled from a topographic map and have
 FD0915.an estimated accuracy of +/- 6 seconds.
 FD0915
 FD0915.The orthometric height was determined by differential leveling
 FD0915.and adjusted by the National Geodetic Survey in June 1991..
 FD0915
 FD0915.The geoid height was determined by GEOID03.
 FD0915
 FD0915.The dynamic height is computed by dividing the NAVD 88
 FD0915.geopotential number by the normal gravity value computed on the
 FD0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0915.degrees latitude (g = 980.6199 gals.).
 FD0915
 FD0915.The modeled gravity was interpolated from observed gravity values.
 FD0915
 FD0915;                    North         East    Units  Estimated Accuracy
 FD0915;SPC TN       -   105,130.      480,060.      MT  (+/- 180 meters Scaled)
 FD0915
 FD0915                          SUPERSEDED SURVEY CONTROL
 FD0915
 FD0915  NGVD 29 (??/??/92)  294.858  (m)          967.38   (f) ADJ UNCH    2 0
 FD0915
 FD0915.Superseded values are not recommended for survey control.
 FD0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0915.See file dsdata.txt to determine how the superseded data were derived.
 FD0915
 FD0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE710034(NAD 83)
 FD0915_MARKER: DD = SURVEY DISK
 FD0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0915_STAMPING: JACK RM 1 1962
 FD0915_MARK LOGO: TNHD  
 FD0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0915+STABILITY: SURFACE MOTION
 FD0915
 FD0915  HISTORY     - Date     Condition        Report By
 FD0915  HISTORY     - 1962     MONUMENTED       TNHD
 FD0915  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0915
 FD0915                          STATION DESCRIPTION
 FD0915
 FD0915'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0915'2 MI N FROM LAWRENCEBURG.
 FD0915'THIS MARK IS LOCATED AT THE JACK 1962 STATION SITE, 54 FEET WEST
 FD0915'OF A 12-INCH OAK TREE, 38 FEET SOUTH OF A TWIN-TRUNKED APPLE
 FD0915'TREE, 36 FEET EAST OF A 15-INCH OAK TREE AND 74 FEET EAST OF
 FD0915'THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0915'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD0915'WITH THE GROUND.
 FD0915
 FD0915                          STATION RECOVERY (1983)
 FD0915
 FD0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0915'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0814 ***********************************************************************
 GB0814  DESIGNATION -  JACK RM 2
 GB0814  PID         -  GB0814
 GB0814  STATE/COUNTY-  TN/CAMPBELL
 GB0814  USGS QUAD   -  JACKSBORO (1991)
 GB0814
 GB0814                         *CURRENT SURVEY CONTROL
 GB0814  ___________________________________________________________________
 GB0814* NAD 83(1986)-  36 20 13.     (N)    084 10 25.     (W)     SCALED    
 GB0814* NAVD 88     -       351.709  (meters)    1153.90   (feet)  ADJUSTED  
 GB0814  ___________________________________________________________________
 GB0814  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB0814  DYNAMIC HT  -         351.398 (meters)    1152.88  (feet)  COMP
 GB0814  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 GB0814
 GB0814  VERT ORDER  -  SECOND    CLASS 0
 GB0814
 GB0814.The horizontal coordinates were scaled from a topographic map and have
 GB0814.an estimated accuracy of +/- 6 seconds.
 GB0814
 GB0814.The orthometric height was determined by differential leveling
 GB0814.and adjusted by the National Geodetic Survey in June 1991..
 GB0814
 GB0814.The geoid height was determined by GEOID03.
 GB0814
 GB0814.The dynamic height is computed by dividing the NAVD 88
 GB0814.geopotential number by the normal gravity value computed on the
 GB0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0814.degrees latitude (g = 980.6199 gals.).
 GB0814
 GB0814.The modeled gravity was interpolated from observed gravity values.
 GB0814
 GB0814;                    North         East    Units  Estimated Accuracy
 GB0814;SPC TN       -   223,830.      763,960.      MT  (+/- 180 meters Scaled)
 GB0814
 GB0814                          SUPERSEDED SURVEY CONTROL
 GB0814
 GB0814  NGVD 29 (??/??/92)  351.808  (m)         1154.22   (f) ADJ UNCH    2 0
 GB0814
 GB0814.Superseded values are not recommended for survey control.
 GB0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0814.See file dsdata.txt to determine how the superseded data were derived.
 GB0814
 GB0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF536250(NAD 83)
 GB0814_MARKER: DR = REFERENCE MARK DISK
 GB0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0814_STAMPING: JACK RM 2 1964
 GB0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0814+STABILITY: SURFACE MOTION
 GB0814
 GB0814  HISTORY     - Date     Condition        Report By
 GB0814  HISTORY     - 1964     MONUMENTED       TNHD
 GB0814  HISTORY     - 1965     GOOD             TNHD
 GB0814
 GB0814                          STATION DESCRIPTION
 GB0814
 GB0814'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0814'0.7 MI NE FROM JACKSBORO.
 GB0814'THIS MARK IS LOCATED AT THE JACK 1964 STATION SITE, 33 FEET
 GB0814'NORTHWEST OF THE APPROXIMATE CENTER OF THE WEST BOUND LANE OF
 GB0814'U.S. HIGHWAY 25W AND 7 FEET NORTHWEST OF THE EDGE OF THE BANK OF
 GB0814'A HIGHWAY CUT.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0814'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED
 GB0814'JACK RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0852 ***********************************************************************
 GC0852  DESIGNATION -  JACK RM 2
 GC0852  PID         -  GC0852
 GC0852  STATE/COUNTY-  TN/ROBERTSON
 GC0852  USGS QUAD   -  SPRINGFIELD SOUTH (1983)
 GC0852
 GC0852                         *CURRENT SURVEY CONTROL
 GC0852  ___________________________________________________________________
 GC0852* NAD 83(1986)-  36 23 06.     (N)    086 59 55.     (W)     SCALED    
 GC0852* NAVD 88     -       220.641  (meters)     723.89   (feet)  ADJUSTED  
 GC0852  ___________________________________________________________________
 GC0852  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0852  DYNAMIC HT  -         220.454 (meters)     723.27  (feet)  COMP
 GC0852  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GC0852
 GC0852  VERT ORDER  -  SECOND    CLASS 0
 GC0852
 GC0852.The horizontal coordinates were scaled from a topographic map and have
 GC0852.an estimated accuracy of +/- 6 seconds.
 GC0852
 GC0852.The orthometric height was determined by differential leveling
 GC0852.and adjusted by the National Geodetic Survey in June 1991..
 GC0852
 GC0852.The geoid height was determined by GEOID03.
 GC0852
 GC0852.The dynamic height is computed by dividing the NAVD 88
 GC0852.geopotential number by the normal gravity value computed on the
 GC0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0852.degrees latitude (g = 980.6199 gals.).
 GC0852
 GC0852.The modeled gravity was interpolated from observed gravity values.
 GC0852
 GC0852;                    North         East    Units  Estimated Accuracy
 GC0852;SPC TN       -   228,090.      510,400.      MT  (+/- 180 meters Scaled)
 GC0852
 GC0852                          SUPERSEDED SURVEY CONTROL
 GC0852
 GC0852  NGVD 29 (??/??/92)  220.696  (m)          724.07   (f) ADJ UNCH    2 0
 GC0852
 GC0852.Superseded values are not recommended for survey control.
 GC0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0852.See file dsdata.txt to determine how the superseded data were derived.
 GC0852
 GC0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF001266(NAD 83)
 GC0852_MARKER: DD = SURVEY DISK
 GC0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0852_STAMPING: JACK RM-2 1965
 GC0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0852+STABILITY: SURFACE MOTION
 GC0852
 GC0852  HISTORY     - Date     Condition        Report By
 GC0852  HISTORY     - 1965     MONUMENTED       TNHD
 GC0852
 GC0852                          STATION DESCRIPTION
 GC0852
 GC0852'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0852'2 MI SE FROM PLEASANT VIEW.
 GC0852'AT THE JACK 1965 STATION SITE, 63 FEET NORTHEAST OF THE APPROXIMATE
 GC0852'CENTER OF THE TRACK ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0852'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0852'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0913 ***********************************************************************
 FD0913  DESIGNATION -  JACK RM 2
 FD0913  PID         -  FD0913
 FD0913  STATE/COUNTY-  TN/LAWRENCE
 FD0913  USGS QUAD   -  ETHRIDGE (1988)
 FD0913
 FD0913                         *CURRENT SURVEY CONTROL
 FD0913  ___________________________________________________________________
 FD0913* NAD 83(1986)-  35 16 25.     (N)    087 19 06.     (W)     SCALED    
 FD0913* NAVD 88     -       295.799  (meters)     970.47   (feet)  ADJUSTED  
 FD0913  ___________________________________________________________________
 FD0913  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FD0913  DYNAMIC HT  -         295.518 (meters)     969.55  (feet)  COMP
 FD0913  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FD0913
 FD0913  VERT ORDER  -  SECOND    CLASS 0
 FD0913
 FD0913.The horizontal coordinates were scaled from a topographic map and have
 FD0913.an estimated accuracy of +/- 6 seconds.
 FD0913
 FD0913.The orthometric height was determined by differential leveling
 FD0913.and adjusted by the National Geodetic Survey in June 1991..
 FD0913
 FD0913.The geoid height was determined by GEOID03.
 FD0913
 FD0913.The dynamic height is computed by dividing the NAVD 88
 FD0913.geopotential number by the normal gravity value computed on the
 FD0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0913.degrees latitude (g = 980.6199 gals.).
 FD0913
 FD0913.The modeled gravity was interpolated from observed gravity values.
 FD0913
 FD0913;                    North         East    Units  Estimated Accuracy
 FD0913;SPC TN       -   105,130.      480,060.      MT  (+/- 180 meters Scaled)
 FD0913
 FD0913                          SUPERSEDED SURVEY CONTROL
 FD0913
 FD0913  NGVD 29 (??/??/92)  295.761  (m)          970.34   (f) ADJ UNCH    2 0
 FD0913
 FD0913.Superseded values are not recommended for survey control.
 FD0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0913.See file dsdata.txt to determine how the superseded data were derived.
 FD0913
 FD0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE710034(NAD 83)
 FD0913_MARKER: DD = SURVEY DISK
 FD0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0913_STAMPING: JACK RM 2 1962
 FD0913_MARK LOGO: TNHD  
 FD0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0913+STABILITY: SURFACE MOTION
 FD0913
 FD0913  HISTORY     - Date     Condition        Report By
 FD0913  HISTORY     - 1962     MONUMENTED       TNHD
 FD0913  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0913
 FD0913                          STATION DESCRIPTION
 FD0913
 FD0913'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0913'2 MI N FROM LAWRENCEBURG.
 FD0913'THIS MARK IS LOCATED AT THE JACK 1962 STATION SITE, 32 FEET
 FD0913'NORTHWEST OF AN 18-INCH OAK TREE, 30 FEET SOUTH OF A 20 INCH OAK
 FD0913'TREE, 29 FEET EAST OF A HIGHWAY CUT, 9 FEET SOUTHEAST OF A 12
 FD0913'INCH OAK TREE AND 71 FEET SOUTH OF THE STATION.  THE MARK IS
 FD0913'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 FD0913'A 10-INCH SQUARE, CONCRETE, FLUSH, MONUMENT.
 FD0913
 FD0913                          STATION RECOVERY (1983)
 FD0913
 FD0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0913'NOT RECOVERED, POSSIBLY TAKEN OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2678 ***********************************************************************
 GB2678  DESIGNATION -  JACKPORT AZ MK
 GB2678  PID         -  GB2678
 GB2678  STATE/COUNTY-  TN/CAMPBELL
 GB2678  USGS QUAD   -  JACKSBORO (1991)
 GB2678
 GB2678                         *CURRENT SURVEY CONTROL
 GB2678  ___________________________________________________________________
 GB2678* NAD 83(1995)-  36 20 06.48360(N)    084 09 43.97474(W)     ADJUSTED  
 GB2678* NAVD 88     -       354.3    (meters)    1162.     (feet)  VERTCON   
 GB2678  ___________________________________________________________________
 GB2678  X           -     523,240.362 (meters)                     COMP
 GB2678  Y           -  -5,117,634.835 (meters)                     COMP
 GB2678  Z           -   3,758,404.785 (meters)                     COMP
 GB2678  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 GB2678  ELLIP HEIGHT-         324.25  (meters)          (04/12/99) GPS OBS
 GB2678  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB2678
 GB2678  HORZ ORDER  -  THIRD
 GB2678  ELLP ORDER  -  FOURTH    CLASS I
 GB2678
 GB2678.This mark is at Campbell County Airport (JAU)
 GB2678
 GB2678.The horizontal coordinates were established by GPS observations
 GB2678.and adjusted by the National Geodetic Survey in April 1999..
 GB2678
 GB2678.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2678
 GB2678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2678
 GB2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2678
 GB2678.The ellipsoidal height was determined by GPS observations
 GB2678.and is referenced to NAD 83.
 GB2678
 GB2678.The geoid height was determined by GEOID03.
 GB2678
 GB2678;                    North         East     Units Scale Factor Converg.
 GB2678;SPC TN       -   223,650.532   764,985.614   MT  0.99998655   +1 04 33.3
 GB2678;SPC TN       -   733,760.12  2,509,790.30   sFT  0.99998655   +1 04 33.3
 GB2678;UTM  16      - 4,024,859.901   754,707.563   MT  1.00039941   +1 40 56.3
 GB2678
 GB2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2678!SPC TN       -   0.99994911  x   0.99998655  =   0.99993566
 GB2678!UTM  16      -   0.99994911  x   1.00039941  =   1.00034850
 GB2678
 GB2678                          SUPERSEDED SURVEY CONTROL
 GB2678
 GB2678  NAD 83(1995)-  36 20 06.48360(N)    084 09 43.97474(W) AD(       ) 3
 GB2678  NAD 83(1995)-  36 20 06.48447(N)    084 09 43.97600(W) AD(       ) 3
 GB2678  NAD 83(1995)-  36 20 06.48561(N)    084 09 43.97950(W) AD(       ) 3
 GB2678  NGVD 29 (09/17/90)  354.4    (m)         1163.     (f) GPS OBS        
 GB2678
 GB2678.Superseded values are not recommended for survey control.
 GB2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2678.See file dsdata.txt to determine how the superseded data were derived.
 GB2678
 GB2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5470824860(NAD 83)
 GB2678_MARKER: DZ = AZIMUTH MARK DISK
 GB2678_SETTING: 66 = SET IN ROCK OUTCROP
 GB2678_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 GB2678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB2678+STABILITY: POSITION/ELEVATION WELL
 GB2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2678+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 GB2678
 GB2678  HISTORY     - Date     Condition        Report By
 GB2678  HISTORY     - 1987     MONUMENTED       NGS
 GB2678  HISTORY     - 19881128 GOOD
 GB2678  HISTORY     - 20050310 GOOD             CAS
 GB2678
 GB2678                          STATION DESCRIPTION
 GB2678
 GB2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2678'0.30 MILE SOUTHERLY ALONG TOWER STRING ROAD FROM THE JUNCTION OF
 GB2678'U.S. HIGHWAY 25W NORTH IN JACKSBORO, TO THE JUNCTION OF MEMORIAL
 GB2678'DRIVE, THENCE SOUTHWEST ALONG MEMORIAL DRIVE FOR 1.0 MILE PASSING
 GB2678'THE CAMPBELL COUNTY MEMORIAL GARDENS ON THE NORTH SIDE AND UP HILL
 GB2678'TO THE JACKSBORO CAMPBELL COUNTY AIRPORT OFFICE BUILDING THENCE 0.1
 GB2678'MILE SOUTHWEST ALONG CORNER OF TAXIWAY AND RUNWAY ABOUT 2.0 FEET
 GB2678'SOUTHWEST ALONG THE TAXIWAY TO THE MARK ON THE RIGHT IN BEDROCK
 GB2678'ON A SMALL SLOPE NEAR THE CORNER OF TAXIWAY AND RUNWAY ABOUT 2.0 FEET
 GB2678'ABOVE RUNWAY, A STANDARD HORIZONTAL AZIMUTH MARK DISK ---STAMPED
 GB2678'JACKPORT 1987, 69.0 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY,
 GB2678'50.2 FEET WEST OF WEST EDGE OF TAXIWAY, 135.0 FEET SOUTHWEST OF CENTER
 GB2678'OF TAXIWAY AND HOLDBAR, AND 1.5 FEET NORTHEAST OF A FIBERGLASS
 GB2678'WITNESS POST. ALSO 0.25 MILE SOUTHWEST OF JACKPORT 1987.
 GB2678
 GB2678                          STATION RECOVERY (1988)
 GB2678
 GB2678'RECOVERED 1988
 GB2678'RECOVERED IN GOOD CONDITION.
 GB2678
 GB2678                          STATION RECOVERY (2005)
 GB2678
 GB2678'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GB2678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0978 ***********************************************************************
 FE0978  DESIGNATION -  JACKSON
 FE0978  PID         -  FE0978
 FE0978  STATE/COUNTY-  TN/FAYETTE
 FE0978  USGS QUAD   -  MOSCOW SE (1983)
 FE0978
 FE0978                         *CURRENT SURVEY CONTROL
 FE0978  ___________________________________________________________________
 FE0978* NAD 83(1995)-  35 02 55.98510(N)    089 19 34.52412(W)     ADJUSTED  
 FE0978* NAVD 88     -       165.614  (meters)     543.35   (feet)  ADJUSTED  
 FE0978  ___________________________________________________________________
 FE0978  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE0978  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0978  DYNAMIC HT  -         165.459 (meters)     542.84  (feet)  COMP
 FE0978  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FE0978
 FE0978  HORZ ORDER  -  FIRST
 FE0978  VERT ORDER  -  FIRST     CLASS II
 FE0978
 FE0978.The horizontal coordinates were established by classical geodetic methods
 FE0978.and adjusted by the National Geodetic Survey in April 1999..
 FE0978
 FE0978.The orthometric height was determined by differential leveling
 FE0978.and adjusted by the National Geodetic Survey in June 1991..
 FE0978
 FE0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0978
 FE0978.The geoid height was determined by GEOID03.
 FE0978
 FE0978.The dynamic height is computed by dividing the NAVD 88
 FE0978.geopotential number by the normal gravity value computed on the
 FE0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0978.degrees latitude (g = 980.6199 gals.).
 FE0978
 FE0978.The modeled gravity was interpolated from observed gravity values.
 FE0978
 FE0978;                    North         East     Units Scale Factor Converg.
 FE0978;SPC TN       -    84,548.428   296,578.618   MT  1.00004158   -1 56 50.4
 FE0978;SPC TN       -   277,389.30    973,025.02   sFT  1.00004158   -1 56 50.4
 FE0978;SPC MS E     -   615,407.272   255,030.764   MT  0.99997491   -0 16 59.1
 FE0978;SPC MS E     - 2,019,048.69    836,713.43   sFT  0.99997491   -0 16 59.1
 FE0978;UTM  16      - 3,880,938.487   287,831.541   MT  1.00015482   -1 20 11.1
 FE0978
 FE0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0978!SPC TN       -   0.99997835  x   1.00004158  =   1.00001993
 FE0978!SPC MS E     -   0.99997835  x   0.99997491  =   0.99995326
 FE0978!UTM  16      -   0.99997835  x   1.00015482  =   1.00013317
 FE0978
 FE0978:                Primary Azimuth Mark                     Grid Az
 FE0978:SPC TN       -  BEA                                      054 18 33.3
 FE0978:SPC MS E     -  BEA                                      052 38 42.0
 FE0978:UTM  16      -  BEA                                      053 41 54.0
 FE0978
 FE0978|---------------------------------------------------------------------|
 FE0978| PID    Reference Object                     Distance      Geod. Az  |
 FE0978|                                                           dddmmss.s |
 FE0978| FE2483 BEA                                 APPROX. 9.0 KM 0522142.9 |
 FE0978| FE2485 LA GRANGE CHURCH SPIRE              APPROX. 7.4 KM 0924707.7 |
 FE0978| CG3593 JACKSON RM 2                         60.720 METERS 12422     |
 FE0978| CG3595 JACKSON RM 3                         20.484 METERS 24039     |
 FE0978| CG3592 JACKSON AZ MK                                      2973208.7 |
 FE0978| FE0979 JACKSON RM 1                         42.383 METERS 33955     |
 FE0978| CG3594 JACKSON RM 2 RESET                   35.537 METERS 34921     |
 FE0978|---------------------------------------------------------------------|
 FE0978
 FE0978                          SUPERSEDED SURVEY CONTROL
 FE0978
 FE0978  NAD 83(1995)-  35 02 55.98529(N)    089 19 34.52413(W) AD(       ) 1
 FE0978  NAD 83(1995)-  35 02 55.99201(N)    089 19 34.52493(W) AD(       ) 1
 FE0978  NAD 83(1986)-  35 02 55.99669(N)    089 19 34.52386(W) AD(       ) 1
 FE0978  NAD 27      -  35 02 55.67374(N)    089 19 34.26791(W) AD(       ) 1
 FE0978  NGVD 29 (??/??/??)  165.558  (m)          543.17   (f) ADJUSTED    1 2
 FE0978
 FE0978.Superseded values are not recommended for survey control.
 FE0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0978.See file dsdata.txt to determine how the superseded data were derived.
 FE0978
 FE0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD8783280938(NAD 83)
 FE0978_MARKER: DS = TRIANGULATION STATION DISK
 FE0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0978_STAMPING: JACKSON 1934
 FE0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0978+STABILITY: SURFACE MOTION
 FE0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0978+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE0978
 FE0978  HISTORY     - Date     Condition        Report By
 FE0978  HISTORY     - 1914     MONUMENTED       CGS
 FE0978  HISTORY     - 1934     GOOD             CGS
 FE0978  HISTORY     - 1944     GOOD             CGS
 FE0978  HISTORY     - 1966     GOOD             CGS
 FE0978  HISTORY     - 1966     GOOD             CGS
 FE0978  HISTORY     - 20060506 GOOD             GEOCAC
 FE0978
 FE0978                          STATION DESCRIPTION
 FE0978
 FE0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 FE0978'ABOUT 5 MILES EAST-SOUTHEAST OF MOSCOW, ABOUT 5 MILES WEST OF LA
 FE0978'GRANGE, ON SPARSELY WOODED HIGH GROUND OWNED BY FRANK JACKSON.  IN
 FE0978'1914 STATION WAS DESCRIBED AS BEING ABOUT 1-1/2 MILES WEST AND 1/2
 FE0978'MILE SOUTH OF FORTYFIVE SWITCH OF SOUTHERN RAILWAY, ABOUT 600
 FE0978'METERS (1,968 FEET) SOUTH OF ITS TRACKS, ABOUT 1/4 MILE NORTH OF
 FE0978'MITCHELL JACKSONS HOUSE, AND 200 METERS (656 FEET) SOUTH OF OLD
 FE0978'COTTON GIN STANDING BETWEEN TWO WATERING PONDS.
 FE0978'REFERENCE MARK NO. 1 (ESTABLISHED IN 1914) IS STANDARD REFERENCE DISK
 FE0978'IN CONCRETE. IN 1914 IT WAS DESCRIBED AS BEING 4 METERS (13
 FE0978'FEET) WEST OF ROAD, 2 METERS (7 FEET) EAST OF SMALL TREE, AND 0.5
 FE0978'METER (2 FEET) IN ELEVATION BELOW STATION.
 FE0978'REFERENCE MARK NO. 2
 FE0978'(ESTABLISHED IN 1914) IS STANDARD REFERENCE DISK IN CONCRETE,
 FE0978'2 METERS (7 FEET) EAST OF ROAD, 3 METERS (10 FEET) NORTHWEST OF
 FE0978'SMALL TREE, AND 3.75 METERS (12.3 FEET) BELOW AND 60.72 METERS
 FE0978'(199.2 FEET) FROM STATION S 55 DEG 38 MIN E.
 FE0978
 FE0978                          STATION RECOVERY (1934)
 FE0978
 FE0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FE0978'IN 1934 STATION WAS
 FE0978'DESCRIBED AS BEING 0.35 MILE SOUTH OF ROUTE 57, 61-1/2 FEET WEST OF
 FE0978'CENTER LINE OF FARM ROAD LEADING SOUTH, AND 40 FEET NORTHEAST OF
 FE0978'3-INCH OAK TREE.  TO REACH FROM JUNCTION OF ROUTES 18 AND 57 AT LA
 FE0978'GRANGE, GO WEST 5.0 MILES ON ROUTE 57, TURN SOUTH ONTO FARM ROAD,
 FE0978'AND FOLLOW 0.35 MILE TO STATION SITE.  SURFACE AND UNDERGROUND MARKS
 FE0978'ARE STANDARD STATION DISKS IN CONCRETE.
 FE0978'IN 1934 REFERENCE MARK NO. 1 WAS
 FE0978'DESCRIBED AS BEING NEAR BASE OF LARGE SPREADING OAK TREE AND 139.09
 FE0978'FEET FROM STATION.
 FE0978'IN 1934 REFERENCE MARK 2 WAS
 FE0978'REPORTED WASHED OUT AND NEW REFERENCE MARK WAS ESTABLISHED.
 FE0978'REFERENCE MARK NO. 2 (ESTABLISHED IN 1934) IS STANDARD REFERENCE DISK
 FE0978'IN CONCRETE, ON TOP OF SMALL BANK, EAST OF ROAD, AND
 FE0978'116.59 FEET FROM STATION N 79 DEG 17 MIN E.  AZIMUTH MARK
 FE0978'(ESTABLISHED IN 1934) IS PROBABLY A STANDARD REFERENCE DISK IN
 FE0978'CONCRETE, 35 FEET SOUTH OF CENTER LINE OF ROUTE 57, 1.0 MILE EAST OF
 FE0978'JUNCTION WITH ABOVE-MENTIONED FARM ROAD, AND 1 MILE FROM STATION
 FE0978'N 27 DEG 28 MIN E.
 FE0978
 FE0978                          STATION RECOVERY (1944)
 FE0978
 FE0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 FE0978'0.1 MI S FROM MOSCOW.
 FE0978'0.1 MILE SOUTH ALONG A ROAD FROM THE POST OFFICE AT MOSCOW,
 FE0978'FAYETTE COUNTY, THENCE ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY
 FE0978'57, THENCE ABOUT 0.35 MILE SOUTH ALONG A FARM ROAD, ON THE TOP
 FE0978'OF A HILL, 61 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN
 FE0978'A SMALL CLUMP OF BUSHES.  A STANDARD TRIANGULATION-STATION DISK,
 FE0978'STAMPED JACKSON 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0978'NOTE-- THE STATION MARK WAS FOUND TO BE STAMPED JACKSON 1914
 FE0978'INSTEAD OF JACKSON 1934 AS PREVIOUSLY DESCRIBED.  THE STATION
 FE0978'WAS RECOVERED AND DESCRIBED BY TRIANGULATION PARTY.
 FE0978
 FE0978                          STATION RECOVERY (1966)
 FE0978
 FE0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE0978'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 FE0978'IN GOOD CONDITION.  THE DISK HAS BEEN BATTERED ON REFERENCE MARK 1
 FE0978'AND THE STAMPING IS LEGIBLE EXCEPT FOR REF. OR RM ON THE DISK.  NO
 FE0978'OLD DATA WAS FURNISHED WITH THIS STATION AT THIS TIME AND NO WAY
 FE0978'OF CHECKING THE STAMPING.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 FE0978'TO BE 0.3 FOOT SHORTER.  REFERENCE MARK 2 WAS FOUND TO HAVE BEEN
 FE0978'DESTROYED.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO
 FE0978'HAVE BEEN DESTROYED DUE TO ROAD CONSTRUCTION.  REFERENCE MARK 3 WAS
 FE0978'ESTABLISHED AT THIS TIME.
 FE0978'
 FE0978'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 FE0978'
 FE0978'STATION IS ABOUT 8 MILES WEST OF GRAND JUNCTION, 4 MILES EAST OF
 FE0978'MOSCOW, 3-1/2 MILES NORTH OF THE TENNESSEE-MISSISSIPPI STATE LINE, 2
 FE0978'1/2 MILES WEST OF LA GRANGE, ON THE HIGHEST POINT OF A SPARSELY
 FE0978'WOODED AREA AND ON PROPERTY OWNED BY MR.  R.J. TACKER.
 FE0978'
 FE0978'TO REACH THE STATION FROM THE POST OFFICE IN LA GRANGE, GO WEST ON
 FE0978'STATE HIGHWAY 57 FOR 4.05 MILES TO THE 45 BAPTIST CHURCH ON THE
 FE0978'LEFT.  CONTINUE WEST ON STATE HIGHWAY 57 FOR 0.7 MILE TO A RED BRICK
 FE0978'HOUSE AND DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 FE0978'DRIVEWAY PASSING TO THE WEST OF THE HOUSE FOR 0.05 MILE TO A RED BARN
 FE0978'ON THE RIGHT AND A SMALL WHITE HOUSE ON THE LEFT.  CONTINUE SOUTH ON
 FE0978'A LANE PASSING BETWEEN THE HOUSE AND BARN FOR ABOUT 100 FEET TO A
 FE0978'FORK AND A WIRE GATE ON THE RIGHT.  TAKE THE RIGHT FORK, PASS
 FE0978'THROUGH THE GATE AND GO WEST ON A TRACK ROAD AND FOLLOW ALONG THE
 FE0978'SOUTH SIDE OF A FENCE FOR 0.35 MILE TO A POINT WHERE THE ROAD CURVES
 FE0978'SHARP TO THE SOUTH.  TURN SHARP LEFT AND GO SOUTHERLY UPHILL
 FE0978'ON A TRACK ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 FE0978'
 FE0978'STATION MARK, A STANDARD DISK STAMPED JACKSON 1914, IS SET IN THE TOP
 FE0978'OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 FE0978'IT IS 71 FEET WEST OF THE CENTER OF A TRACK ROAD, 13 FEET NORTH OF A
 FE0978'10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE,
 FE0978'12 FEET EAST OF AN 8 INCH CEDAR TREE AND 1.7 FEET NORTH OF A METAL
 FE0978'WITNESS POST.
 FE0978'
 FE0978'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JACKSON NO 1 1934, IS
 FE0978'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 FE0978'PROJECTS 2 INCHES. IT IS 27 FEET WEST OF THE CENTER OF THE TRACK
 FE0978'ROAD, 13 FEET EAST OF AN 8 INCH CEDAR TREE AND 1.8 FEET SOUTH OF A
 FE0978'METAL WITNESS POST.
 FE0978'
 FE0978'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JACKSON 1914 NO 3 1966,
 FE0978'IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 FE0978'WHICH PROJECTS 4 INCHES.  IT IS 62 FEET EAST OF A 12 INCH TWIN
 FE0978'TRUNKED PINE TREE, 42 FEET SOUTHEAST OF A 24 INCH OAK TREE, 37
 FE0978'FEET NORTHWEST OF A 10 INCH OAK TREE AND 1.5 FEET NORTH OF A METAL
 FE0978'WITNESS POST.
 FE0978'
 FE0978'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK AT THIS TIME.
 FE0978'
 FE0978'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE0978
 FE0978                          STATION RECOVERY (1966)
 FE0978
 FE0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FE0978'RECOVERED IN GOOD CONDITION.
 FE0978
 FE0978                          STATION RECOVERY (2006)
 FE0978
 FE0978'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE0978'THE MARK AND BOTH REFERENCE MARKS, ONE OF WHICH IS FE0979, WERE
 FE0978'RECOVERED IN GOOD CONDITION.  THE MARKS ARE NOW ON LAND OWNED BY MR
 FE0978'BOBBY PIDGEON OF PIDGEON ENTERPRISES OF GERMANTOWN TENNESSEE.  MR
 FE0978'PIDGEON PROVIDED US ESCORED ACCESS TO THE MARKS AND NEW EXACTLY WHERE
 FE0978'THEY WERE LOCATED.
 FE0978' 
 FE0978'THE TO REACH IS NOT SPECIFIC AT THE REQUEST OF THE LAND OWNER.  THE
 FE0978'MARK CAN BE ACCESSED BY GOING IN HIS PRIVATE DRIVE, THEN ACROSS A
 FE0978'LOCKED PASTURE TO THE REMAINS OF A DIM WOODS ROAD HEAVILY OVERGROWN.
 FE0978'THE MARK AND BOTH REFERENCE MARKS ARE IN THE LOCATIONS THEY SHOULD BE
 FE0978'WITH METAL WITNESS POSTS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0410 ***********************************************************************
 FF0410  DESIGNATION -  JACKSON
 FF0410  PID         -  FF0410
 FF0410  STATE/COUNTY-  TN/SHELBY
 FF0410  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0410
 FF0410                         *CURRENT SURVEY CONTROL
 FF0410  ___________________________________________________________________
 FF0410* NAD 83(1995)-  35 09 34.20446(N)    090 01 08.47574(W)     ADJUSTED  
 FF0410* NAVD 88     -        73.344  (meters)     240.63   (feet)  ADJUSTED  
 FF0410  ___________________________________________________________________
 FF0410  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FF0410  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0410  DYNAMIC HT  -          73.277 (meters)     240.41  (feet)  COMP
 FF0410  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 FF0410
 FF0410  HORZ ORDER  -  THIRD
 FF0410  VERT ORDER  -  SECOND    CLASS 0
 FF0410
 FF0410.The horizontal coordinates were established by classical geodetic methods
 FF0410.and adjusted by the National Geodetic Survey in April 1999..
 FF0410
 FF0410.The orthometric height was determined by differential leveling
 FF0410.and adjusted by the National Geodetic Survey in June 1991..
 FF0410
 FF0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0410
 FF0410.The geoid height was determined by GEOID03.
 FF0410
 FF0410.The dynamic height is computed by dividing the NAVD 88
 FF0410.geopotential number by the normal gravity value computed on the
 FF0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0410.degrees latitude (g = 980.6199 gals.).
 FF0410
 FF0410.The modeled gravity was interpolated from observed gravity values.
 FF0410
 FF0410;                    North         East     Units Scale Factor Converg.
 FF0410;SPC TN       -    99,181.850   233,920.902   MT  1.00001720   -2 21 10.4
 FF0410;SPC TN       -   325,399.12    767,455.49   sFT  1.00001720   -2 21 10.4
 FF0410;SPC AR N     -    93,471.838   580,469.515   MT  0.99996324   +1 09 09.8
 FF0410;SPC AR N     -   306,665.52  1,904,423.73   sFT  0.99996324   +1 09 09.8
 FF0410;UTM  15      - 3,894,801.160   771,531.950   MT  1.00050876   +1 43 03.6
 FF0410;UTM  16      - 3,894,905.770   225,001.785   MT  1.00053211   -1 44 22.6
 FF0410
 FF0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0410!SPC TN       -   0.99999277  x   1.00001720  =   1.00000997
 FF0410!SPC AR N     -   0.99999277  x   0.99996324  =   0.99995601
 FF0410!UTM  15      -   0.99999277  x   1.00050876  =   1.00050153
 FF0410!UTM  16      -   0.99999277  x   1.00053211  =   1.00052488
 FF0410
 FF0410:                Primary Azimuth Mark                     Grid Az
 FF0410:SPC TN       -  CHELSEA                                  011 03 32.5
 FF0410:SPC AR N     -  CHELSEA                                  007 33 12.3
 FF0410:UTM  15      -  CHELSEA                                  006 59 18.5
 FF0410:UTM  16      -  CHELSEA                                  010 26 44.7
 FF0410
 FF0410|---------------------------------------------------------------------|
 FF0410| PID    Reference Object                     Distance      Geod. Az  |
 FF0410|                                                           dddmmss.s |
 FF0410| FF0412 CHELSEA                             APPROX. 1.5 KM 0084222.1 |
 FF0410| CI3941 JACKSON AZ MK                                      0174951.8 |
 FF0410| FF0409 JACKSON RM 1                         39.118 METERS 04307     |
 FF0410| FF0408 JACKSON RM 2                         30.191 METERS 13654     |
 FF0410|---------------------------------------------------------------------|
 FF0410
 FF0410                          SUPERSEDED SURVEY CONTROL
 FF0410
 FF0410  NAD 83(1995)-  35 09 34.20681(N)    090 01 08.47533(W) AD(       ) 3
 FF0410  NAD 83(1995)-  35 09 34.20997(N)    090 01 08.47517(W) AD(       ) 3
 FF0410  NAD 83(1986)-  35 09 34.21469(N)    090 01 08.47681(W) AD(       ) 3
 FF0410  NAD 27      -  35 09 33.89100(N)    090 01 08.15070(W) AD(       ) 3
 FF0410  NGVD 29 (??/??/??)   73.316  (m)          240.54   (f) ADJUSTED    2 0
 FF0410
 FF0410.Superseded values are not recommended for survey control.
 FF0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0410.See file dsdata.txt to determine how the superseded data were derived.
 FF0410
 FF0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7153294801(NAD 83)
 FF0410_MARKER: DE = TRAVERSE STATION DISK
 FF0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0410_STAMPING: JACKSON 1959
 FF0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0410+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 FF0410
 FF0410  HISTORY     - Date     Condition        Report By
 FF0410  HISTORY     - 1959     MONUMENTED       CGS
 FF0410  HISTORY     - 1959     GOOD             CGS
 FF0410  HISTORY     - 19950910 MARK NOT FOUND   TN1620
 FF0410  HISTORY     - 20050622 GOOD             TN1620
 FF0410
 FF0410                          STATION DESCRIPTION
 FF0410
 FF0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0410'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE DOWNTOWN
 FF0410'BUSINESS CENTER OF MEMPHIS, IN THE FRONT LAWN OF RESIDENCE AT
 FF0410'739 N. BELLEVUE BLVD. AND ABOUT 100 YARDS NORTH OF THE
 FF0410'INTERSECTION OF JACKSON AVE. AND N. BELLEVUE BLVD.
 FF0410'
 FF0410'TO REACH THE AZIMUTH FROM THE INTERSECTION OF JACKSON AVE.
 FF0410'AND N. BELLEVUE BLVD., GO NORTH ON N. BELLEVUE BLVD. FOR
 FF0410'0.15 MILE TO GRANT AVE. AND AZIMUTH ON THE RIGHT AS DESCRIBED.
 FF0410'
 FF0410'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED JACKSON
 FF0410'1959, CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FF0410'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET SOUTH
 FF0410'OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE NUMBER 749,
 FF0410'51 FEET WEST OF THE CENTER OF N. BELLEVUE BLVD., 50 FEET
 FF0410'EAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE NUMBER 739
 FF0410'AND 20 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 FF0410'NUMBER 735.
 FF0410'
 FF0410'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK, STAMPED
 FF0410'JACKSON NO 1 1959, CEMENTED IN A DRILL HOLE AND FLUSH WITH
 FF0410'THE SURFACE OF THE SIDEWALK.  IT IS 49 FEET NORTH OF POWER
 FF0410'LINE POLE NUMBER 71-749, 27 FEET EAST OF THE CENTER OF N.
 FF0410'BELLEVUE BLVD., 11 FEET WEST OF THE SOUTHWEST CORNER OF
 FF0410'HOUSE NUMBER 752 AND 3 FEET EAST OF THE EAST CURB OF N.
 FF0410'BELLEVUE BLVD.
 FF0410'
 FF0410'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK, STAMPED
 FF0410'JACKSON NO 2 1959, CEMENTED IN A DRILL HOLE AND FLUSH WITH
 FF0410'THE SURFACE OF THE SIDEWALK.  IT IS 27 FEET EAST OF THE CENTER OF
 FF0410'N. BELLEVUE BLVD., 19 FEET WEST OF THE SOUTHWEST CORNER OF
 FF0410'HOUSE NUMBER 734, 16 FEET NORTH OF POWER LINE POLE NUMBER
 FF0410'28618 AND 3 FEET EAST OF THE EAST CURB OF N. BELLEVUE BLVD.
 FF0410'
 FF0410'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK, STAMPED JACKSON
 FF0410'1959, CEMENTED IN A DRILL HOLE AND FLUSH WITH THE SURFACE
 FF0410'OF THE CURB.  IT IS 69 FEET NORTHWEST OF THE NORTHWEST CORNER
 FF0410'OF THE KEEL AVE. BAPTIST CHURCH, 32 FEET EAST OF THE CENTER
 FF0410'OF N. BELLEVUE BLVD., 15 FEET SOUTH OF THE CENTER OF GRANT
 FF0410'AVE. AND 13 FEET NORTHEAST OF POWER LINE POLE NUMBER 28622.
 FF0410'
 FF0410'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 FF0410
 FF0410                          STATION RECOVERY (1959)
 FF0410
 FF0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0410'IN MEMPHIS.
 FF0410'THE STATION IS LOCATED IN THE FRONT LAWN OF A RESIDENCE AT 739
 FF0410'N. BELLEVUE BLVD. AND ABOUT 100 YARDS NORTH OF THE INTERSECTION
 FF0410'OF JACKSON AVE. AND N. BELLEVUE BLVD.  THE MARK IS SET IN THE
 FF0410'TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT
 FF0410'IS 60 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE,
 FF0410'NUMBER 749, 51 FEET WEST OF THE CENTER OF N. BELLEVUE BLVD., 50
 FF0410'FEET EAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, NUMBER 739 AND
 FF0410'20 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, NUMBER
 FF0410'735.  IT IS 0.5 MILE NORTH OF STATION AUTUMN.
 FF0410
 FF0410                          STATION RECOVERY (1995)
 FF0410
 FF0410'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0410'MARK NOT FOUND.
 FF0410
 FF0410                          STATION RECOVERY (2005)
 FF0410
 FF0410'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2005 (MP)
 FF0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2551 ***********************************************************************
 GC2551  DESIGNATION -  JACKSON
 GC2551  PID         -  GC2551
 GC2551  STATE/COUNTY-  TN/DICKSON
 GC2551  USGS QUAD   -  HARPETH VALLEY (1983)
 GC2551
 GC2551                         *CURRENT SURVEY CONTROL
 GC2551  ___________________________________________________________________
 GC2551* NAD 83(1995)-  36 14 23.87397(N)    087 14 44.09469(W)     ADJUSTED  
 GC2551* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 GC2551  ___________________________________________________________________
 GC2551  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GC2551  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GC2551
 GC2551  HORZ ORDER  -  THIRD
 GC2551
 GC2551.The horizontal coordinates were established by classical geodetic methods
 GC2551.and adjusted by the National Geodetic Survey in April 1999..
 GC2551
 GC2551.The orthometric height was scaled from a topographic map.
 GC2551
 GC2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2551
 GC2551.The geoid height was determined by GEOID03.
 GC2551
 GC2551;                    North         East     Units Scale Factor Converg.
 GC2551;SPC TN       -   212,253.700   488,040.965   MT  0.99997343   -0 43 45.2
 GC2551;SPC TN       -   696,369.01  1,601,181.07   sFT  0.99997343   -0 43 45.2
 GC2551;UTM  16      - 4,010,592.569   477,933.520   MT  0.99960600   -0 08 42.7
 GC2551
 GC2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2551!SPC TN       -   0.99996769  x   0.99997343  =   0.99994112
 GC2551!UTM  16      -   0.99996769  x   0.99960600  =   0.99957370
 GC2551
 GC2551|---------------------------------------------------------------------|
 GC2551| PID    Reference Object                     Distance      Geod. Az  |
 GC2551|                                                           dddmmss.s |
 GC2551| CG6639 JACKSON RM 1                          8.407 METERS 05423     |
 GC2551| CG6640 JACKSON RM 2                          8.787 METERS 18217     |
 GC2551| CG6638 JACKSON AZ MK                                      1973436.5 |
 GC2551|---------------------------------------------------------------------|
 GC2551
 GC2551                          SUPERSEDED SURVEY CONTROL
 GC2551
 GC2551  NAD 83(1995)-  36 14 23.87560(N)    087 14 44.09739(W) AD(       ) 3
 GC2551  NAD 83(1995)-  36 14 23.87728(N)    087 14 44.09820(W) AD(       ) 3
 GC2551  NAD 83(1986)-  36 14 23.88388(N)    087 14 44.09774(W) AD(       ) 3
 GC2551  NAD 27      -  36 14 23.68100(N)    087 14 44.06900(W) AD(       ) 3
 GC2551
 GC2551.Superseded values are not recommended for survey control.
 GC2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2551.See file dsdata.txt to determine how the superseded data were derived.
 GC2551
 GC2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7793410593(NAD 83)
 GC2551_MARKER: DS = TRIANGULATION STATION DISK
 GC2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2551
 GC2551  HISTORY     - Date     Condition        Report By
 GC2551  HISTORY     - 1953     MONUMENTED       CGS
 GC2551
 GC2551                          STATION DESCRIPTION
 GC2551
 GC2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2551'STATION IS LOCATED 9 MILES WEST OF ASHLAND CITY AND 8 MILES NORTHEAST
 GC2551'OF CHARLOTTE ON PROPERTY OWNED BY J.H.  JACKSON. IT IS 90
 GC2551'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 34 FEET EAST OF
 GC2551'THE CENTER OF STATE HIGHWAY 49, 10 FEET SOUTH OF A FENCE
 GC2551'CORNER AND WHITE WITNESS POST AND 2 FEET WEST OF A FENCE LINE. THE
 GC2551'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED JACKSON 1953.
 GC2551'
 GC2551'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 GC2551'HOUSE, 53 FEET EAST OF THE CENTER OF THE HIGHWAY AND 1
 GC2551'FOOT SOUTH OF A FENCE LINE. THE MARK PROJECTS 4 INCHES AND THE DISK
 GC2551'IS STAMPED JACKSON NO 1 1953.
 GC2551'
 GC2551'REFERENCE MARK NO. 2 IS 34 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 GC2551'1 FOOT WEST OF A FENCE LINE. THE MARK PROJECTS 2 INCHES
 GC2551'AND THE DISK IS STAMPED JACKSON NO 2 1953.
 GC2551'
 GC2551'AZIMUTH MARK IS 28 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 49, 2 FEET
 GC2551'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 GC2551'FENCE LINE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GC2551'JACKSON 1953.
 GC2551'
 GC2551'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 48 AND
 GC2551'49 IN CHARLOTTE, GO NORTHEAST ON HIGHWAY 49 FOR 8.0 MILES TO
 GC2551'THE RESIDENCE OF MR. JACKSON ON THE RIGHT AND THE STATION AS
 GC2551'DESCRIBED.
 GC2551'
 GC2551'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON HIGHWAY 49 FOR
 GC2551'0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC2551'
 GC2551'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0742 ***********************************************************************
 FE0742  DESIGNATION -  JACKSON 1
 FE0742  PID         -  FE0742
 FE0742  STATE/COUNTY-  TN/MADISON
 FE0742  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0742
 FE0742                         *CURRENT SURVEY CONTROL
 FE0742  ___________________________________________________________________
 FE0742* NAD 83(1986)-  35 36 19.     (N)    088 48 46.     (W)     SCALED    
 FE0742* NAVD 88     -       109.526  (meters)     359.34   (feet)  ADJUSTED  
 FE0742  ___________________________________________________________________
 FE0742  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0742  DYNAMIC HT  -         109.428 (meters)     359.01  (feet)  COMP
 FE0742  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 FE0742
 FE0742  VERT ORDER  -  FIRST     CLASS II
 FE0742
 FE0742.The horizontal coordinates were scaled from a topographic map and have
 FE0742.an estimated accuracy of +/- 6 seconds.
 FE0742
 FE0742.The orthometric height was determined by differential leveling
 FE0742.and adjusted by the National Geodetic Survey in June 1991..
 FE0742.WARNING-Repeat measurements at this control monument indicate possible
 FE0742.vertical movement.
 FE0742
 FE0742.The geoid height was determined by GEOID03.
 FE0742
 FE0742.The dynamic height is computed by dividing the NAVD 88
 FE0742.geopotential number by the normal gravity value computed on the
 FE0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0742.degrees latitude (g = 980.6199 gals.).
 FE0742
 FE0742.The modeled gravity was interpolated from observed gravity values.
 FE0742
 FE0742;                    North         East    Units  Estimated Accuracy
 FE0742;SPC TN       -   144,780.      345,180.      MT  (+/- 180 meters Scaled)
 FE0742
 FE0742                          SUPERSEDED SURVEY CONTROL
 FE0742
 FE0742  NGVD 29 (??/??/??)  109.561  (m)          359.45   (f) ADJUSTED    1 2
 FE0742
 FE0742.Superseded values are not recommended for survey control.
 FE0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0742.See file dsdata.txt to determine how the superseded data were derived.
 FE0742
 FE0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE357416(NAD 83)
 FE0742_MARKER: DD = SURVEY DISK
 FE0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0742_STAMPING: JACKSON 1 BM 1933
 FE0742_MARK LOGO: USE   
 FE0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0742+STABILITY: SURFACE MOTION
 FE0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0742+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0742
 FE0742  HISTORY     - Date     Condition        Report By
 FE0742  HISTORY     - 1933     MONUMENTED       DOD
 FE0742  HISTORY     - 1948     GOOD             CGS
 FE0742  HISTORY     - 20020909 GOOD             USACE
 FE0742
 FE0742                          STATION DESCRIPTION
 FE0742
 FE0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0742'AT JACKSON.
 FE0742'AT JACKSON, AT THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY
 FE0742'STATION, IN THE NORTHWEST CORNER OF A SMALL WATER WORKS PARK,
 FE0742'33 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 61 FEET EAST
 FE0742'OF THE CENTER LINE OF U.S. HIGHWAY 45 (SOUTH ROYAL STREET), 75.5
 FE0742'FEET SOUTH-SOUTHEAST AND ACROSS THE TRACKS FROM THE SOUTHWEST
 FE0742'CORNER OF THE BRICK STATION BUILDING, 21.5 FEET WEST OF A POWER
 FE0742'POLE, 5 FEET WEST OF A 24-INCH WILLOW TREE, ABOUT LEVEL WITH THE
 FE0742'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0742
 FE0742                          STATION RECOVERY (2002)
 FE0742
 FE0742'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0742'S ROYAL ST. NO LONGER HWY 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1431 ***********************************************************************
 GD1431  DESIGNATION -  JACKSON 2
 GD1431  PID         -  GD1431
 GD1431  STATE/COUNTY-  TN/WEAKLEY
 GD1431  USGS QUAD   -  MARTIN (1983)
 GD1431
 GD1431                         *CURRENT SURVEY CONTROL
 GD1431  ___________________________________________________________________
 GD1431* NAD 83(1995)-  36 22 04.31021(N)    088 52 00.67335(W)     ADJUSTED  
 GD1431* NAVD 88     -       137.50   (+/-2cm)     451.1    (feet)  VERTCON   
 GD1431  ___________________________________________________________________
 GD1431  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GD1431  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1431
 GD1431  HORZ ORDER  -  SECOND
 GD1431  VERT ORDER  -  THIRD (See Below)
 GD1431
 GD1431.The horizontal coordinates were established by classical geodetic methods
 GD1431.and adjusted by the National Geodetic Survey in April 1999..
 GD1431
 GD1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1431.The vertical order pertains to the NGVD 29 superseded value.
 GD1431
 GD1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1431
 GD1431.The geoid height was determined by GEOID03.
 GD1431
 GD1431;                    North         East     Units Scale Factor Converg.
 GD1431;SPC TN       -   229,501.204   342,758.627   MT  0.99999171   -1 40 42.1
 GD1431;SPC TN       -   752,955.20  1,124,533.93   sFT  0.99999171   -1 40 42.1
 GD1431;UTM  16      - 4,026,369.419   332,520.926   MT  0.99994560   -1 06 26.1
 GD1431
 GD1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1431!SPC TN       -   0.99998284  x   0.99999171  =   0.99997455
 GD1431!UTM  16      -   0.99998284  x   0.99994560  =   0.99992844
 GD1431
 GD1431|---------------------------------------------------------------------|
 GD1431| PID    Reference Object                     Distance      Geod. Az  |
 GD1431|                                                           dddmmss.s |
 GD1431| GD1432 JACKSON 2 RM 3                        7.647 METERS 03258     |
 GD1431| GD1433 JACKSON 2 RM 4                       12.606 METERS 21035     |
 GD1431| GD0314 JACKSON                              28.506 METERS 24106     |
 GD1431| GD1522 JACKSON AZ MK                       420.478 METERS 2953732.6 |
 GD1431|---------------------------------------------------------------------|
 GD1431
 GD1431                          SUPERSEDED SURVEY CONTROL
 GD1431
 GD1431  NAD 83(1995)-  36 22 04.31111(N)    088 52 00.67412(W) AD(       ) 2
 GD1431  NAD 83(1995)-  36 22 04.31247(N)    088 52 00.67617(W) AD(       ) 2
 GD1431  NAD 83(1986)-  36 22 04.32348(N)    088 52 00.67208(W) AD(       ) 2
 GD1431  NAD 27      -  36 22 04.09698(N)    088 52 00.45394(W) AD(       ) 2
 GD1431  NGVD 29 (??/??/??)  137.50   (m)          451.1    (f) RESET       3  
 GD1431
 GD1431.Superseded values are not recommended for survey control.
 GD1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1431.See file dsdata.txt to determine how the superseded data were derived.
 GD1431
 GD1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3252126369(NAD 83)
 GD1431_MARKER: DS = TRIANGULATION STATION DISK
 GD1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1431_STAMPING: JACKSON 2 1976
 GD1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1431+STABILITY: SURFACE MOTION
 GD1431
 GD1431  HISTORY     - Date     Condition        Report By
 GD1431  HISTORY     - 1976     MONUMENTED       NGS
 GD1431  HISTORY     - 1976     GOOD             NGS
 GD1431
 GD1431                          STATION DESCRIPTION
 GD1431
 GD1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GD1431'THE STATION IS LOCATED ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 45
 GD1431'E, ABOUT 2 MILES NORTH OF MARTIN, 604 FEET SOUTH OF THE CENTERLINE
 GD1431'OF PARISH ROAD, 1 FOOT WEST OF FENCE, 1 FOOT SOUTH OF A METAL
 GD1431'WITNESS POST AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 GD1431'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED JACKSON
 GD1431'2 1976.
 GD1431'
 GD1431'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND OLD
 GD1431'US HIGHWAY 45 E (1 BLOCK WEST OF THE U.S. POST OFFICE) AT MARTIN,
 GD1431'GO NORTH ON HIGHWAY 45 E FOR 1.85 MILES TO A PAVED ROAD LEFT.
 GD1431'TURN LEFT AND GO WEST ON PARISH ROAD FOR 0.95 MILE TO THE
 GD1431'INTERSECTION OF NEW U.S. HIGHWAY 45 E AND THE STATION AS
 GD1431'DESCRIBED.  CONTINUE WEST ON PARISH ROAD FOR 0.1 MILE TO A CURVE TO
 GD1431'THE RIGHT AND A GRAVELED ROAD STRAIGHT AHEAD.  CONTINUE WEST ON
 GD1431'THE GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GD1431'
 GD1431'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GD1431'MAGNETS, PROJECTING 3 INCHES, STAMPED JACKSON 2 NO 3 1976, 1 FOOT
 GD1431'WEST OF THE FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST AND 580
 GD1431'FEET SOUTH OF THE CENTERLINE OF PARISH ROAD.
 GD1431'
 GD1431'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 GD1431'MAGNETS PROJECTING 2 INCHES, STAMPED JACKSON 2 NO 4 1976, 1 FOOT
 GD1431'WEST OF THE FENCE, 1 FOOT NORTH OF A METAL WITNESS POST AND 645
 GD1431'FEET SOUTH OF THE CENTERLINE OF PARISH ROAD.
 GD1431'
 GD1431'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 14 FEET
 GD1431'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 51 FEET SOUTHEAST
 GD1431'OF A POWER POLE AND 19 FEET WEST OF THE EXTENDED CENTERLINE OF A
 GD1431'DRIVEWAY NORTH TO A BRICK HOUSE.  THE MONUMENT PROJECTS 6 INCHES
 GD1431'AND THE DISK IS STAMPED JACKSON AZI 1934.
 GD1431'
 GD1431'NEAREST TOWN--MARTIN.
 GD1431'
 GD1431'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GD1431
 GD1431                          STATION RECOVERY (1976)
 GD1431
 GD1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1431'2.0 MI N FROM MARTIN.
 GD1431'1.85 MILES NORTH ALONG OLD HIGHWAY 45 EAST FROM ITS JUNCTION WITH
 GD1431'STATE HIGHWAY 22 AT MARTIN, THENCE 0.95 MILES WEST ALONG PARISH ROAD
 GD1431'TO THE INTERSECTION OF NEW HIGHWAY 45 EAST AND THE MARK ON THE LEFT,
 GD1431'604 FEET SOUTH OF THE CENTERLINE OF PARISH ROAD, ON THE EAST RIGHT-
 GD1431'OF-WAY OF THE HIGHWAY, 1 FOOT WEST OF FENCE, 1 FOOT SOUTH OF A METAL
 GD1431'WITNESS POST.  SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 GD1431'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1432 ***********************************************************************
 GD1432  DESIGNATION -  JACKSON 2 RM 3
 GD1432  PID         -  GD1432
 GD1432  STATE/COUNTY-  TN/WEAKLEY
 GD1432  USGS QUAD   -  MARTIN (1983)
 GD1432
 GD1432                         *CURRENT SURVEY CONTROL
 GD1432  ___________________________________________________________________
 GD1432* NAD 83(1986)-  36 22 04.     (N)    088 52 00.     (W)     SCALED    
 GD1432* NAVD 88     -       137.72   (+/-2cm)     451.8    (feet)  VERTCON   
 GD1432  ___________________________________________________________________
 GD1432  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1432
 GD1432  VERT ORDER  -  THIRD (See Below)
 GD1432
 GD1432.The horizontal coordinates were scaled from a topographic map and have
 GD1432.an estimated accuracy of +/- 6 seconds.
 GD1432
 GD1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1432.The vertical order pertains to the NGVD 29 superseded value.
 GD1432
 GD1432.The geoid height was determined by GEOID03.
 GD1432
 GD1432;                    North         East    Units  Estimated Accuracy
 GD1432;SPC TN       -   229,490.      342,780.      MT  (+/- 180 meters Scaled)
 GD1432
 GD1432                          SUPERSEDED SURVEY CONTROL
 GD1432
 GD1432  NGVD 29 (??/??/??)  137.72   (m)          451.8    (f) RESET       3  
 GD1432
 GD1432.Superseded values are not recommended for survey control.
 GD1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1432.See file dsdata.txt to determine how the superseded data were derived.
 GD1432
 GD1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF325263(NAD 83)
 GD1432_MARKER: DR = REFERENCE MARK DISK
 GD1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1432_STAMPING: JACKSON 2 RM 3 1976
 GD1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1432+STABILITY: SURFACE MOTION
 GD1432
 GD1432  HISTORY     - Date     Condition        Report By
 GD1432  HISTORY     - 1976     MONUMENTED       NGS
 GD1432
 GD1432                          STATION DESCRIPTION
 GD1432
 GD1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1432'2.0 MI N FROM MARTIN.
 GD1432'1.85 MILES NORTH ALONG OLD HIGHWAY 45 EAST, FROM ITS JUNCTION WITH
 GD1432'STATE HIGHWAY 22 AT MARTIN, THENCE 0.95 MILE WEST ALONG PARISH ROAD
 GD1432'TO THE INTERSECTION WITH NEW HIGHWAY 45 EAST AND THE MARK ON THE LEFT,
 GD1432'580 FEET SOUTH OF THE CENTERLINE OF PARISH ROAD, ON THE EAST RIGHT-
 GD1432'OF-WAY OF THE HIGHWAY, 1 FOOT WEST OF THE FENCE, AND 1 FOOT SOUTH OF
 GD1432'A METAL WITNESS POST.  A PRE-CAST ALUMINUM REFERENCE MONEMENT WITH
 GD1432'MAGNETS PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1433 ***********************************************************************
 GD1433  DESIGNATION -  JACKSON 2 RM 4
 GD1433  PID         -  GD1433
 GD1433  STATE/COUNTY-  TN/WEAKLEY
 GD1433  USGS QUAD   -  MARTIN (1983)
 GD1433
 GD1433                         *CURRENT SURVEY CONTROL
 GD1433  ___________________________________________________________________
 GD1433* NAD 83(1986)-  36 22 04.     (N)    088 52 00.     (W)     SCALED    
 GD1433* NAVD 88     -       137.03   (+/-2cm)     449.6    (feet)  VERTCON   
 GD1433  ___________________________________________________________________
 GD1433  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1433
 GD1433  VERT ORDER  -  THIRD (See Below)
 GD1433
 GD1433.The horizontal coordinates were scaled from a topographic map and have
 GD1433.an estimated accuracy of +/- 6 seconds.
 GD1433
 GD1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1433.The vertical order pertains to the NGVD 29 superseded value.
 GD1433
 GD1433.The geoid height was determined by GEOID03.
 GD1433
 GD1433;                    North         East    Units  Estimated Accuracy
 GD1433;SPC TN       -   229,490.      342,780.      MT  (+/- 180 meters Scaled)
 GD1433
 GD1433                          SUPERSEDED SURVEY CONTROL
 GD1433
 GD1433  NGVD 29 (??/??/??)  137.03   (m)          449.6    (f) RESET       3  
 GD1433
 GD1433.Superseded values are not recommended for survey control.
 GD1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1433.See file dsdata.txt to determine how the superseded data were derived.
 GD1433
 GD1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF325263(NAD 83)
 GD1433_MARKER: DR = REFERENCE MARK DISK
 GD1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1433_STAMPING: JACKSON 2 RM 4 1976
 GD1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1433+STABILITY: SURFACE MOTION
 GD1433
 GD1433  HISTORY     - Date     Condition        Report By
 GD1433  HISTORY     - 1976     MONUMENTED       NGS
 GD1433
 GD1433                          STATION DESCRIPTION
 GD1433
 GD1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1433'2.0 MI N FROM MARTIN.
 GD1433'1.85 MILES NORTH ALONG OLD HIGHWAY 45 EAST, FROM ITS JUNCTION WITH
 GD1433'STATE HIGHWAY 22 AT MARTIN, THENCE 0.95 MILE WEST ALONG PARISH ROAD
 GD1433'TO THE INTERSECTION WITH NEW HIGHWAY 45 EAST AND THE MARK ON THE LEFT,
 GD1433'645 FEET SOUTH OF THE CENTERLINE OF PARISH ROAD, 1 FOOT NORTH OF A
 GD1433'METAL WITNESS POST, 1 FOOT WEST OF FENCE AND ON THE EAST RIGHT-OF-WAY
 GD1433'OF THE HIGHWAY.  A STANDARD PRE-CAST ALUMINUM MONUMENT WITH MAGNETS
 GD1433'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2328 ***********************************************************************
 FE2328  DESIGNATION -  JACKSON ALUMINUM FOILS TANK
 FE2328  PID         -  FE2328
 FE2328  STATE/COUNTY-  TN/MADISON
 FE2328  USGS QUAD   -  JACKSON NORTH (1983)
 FE2328
 FE2328                         *CURRENT SURVEY CONTROL
 FE2328  ___________________________________________________________________
 FE2328* NAD 83(1995)-  35 38 10.20379(N)    088 48 05.80070(W)     ADJUSTED  
 FE2328* NAVD 88     -                                                        
 FE2328  ___________________________________________________________________
 FE2328  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FE2328  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2328
 FE2328  HORZ ORDER  -  THIRD
 FE2328
 FE2328.The horizontal coordinates were established by classical geodetic methods
 FE2328.and adjusted by the National Geodetic Survey in April 1999..
 FE2328
 FE2328
 FE2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2328
 FE2328.The geoid height was determined by GEOID03.
 FE2328
 FE2328;                    North         East     Units Scale Factor Converg.
 FE2328;SPC TN       -   148,179.909   346,287.456   MT  0.99995433   -1 38 24.6
 FE2328;SPC TN       -   486,153.58  1,136,111.43   sFT  0.99995433   -1 38 24.6
 FE2328;UTM  16      - 3,945,089.920   336,873.794   MT  0.99992792   -1 02 59.7
 FE2328
 FE2328                          SUPERSEDED SURVEY CONTROL
 FE2328
 FE2328  NAD 83(1995)-  35 38 10.20869(N)    088 48 05.80552(W) AD(       ) 4
 FE2328  NAD 83(1986)-  35 38 10.21527(N)    088 48 05.80157(W) AD(       ) 4
 FE2328  NAD 27      -  35 38 09.96200(N)    088 48 05.59800(W) AD(       ) 3
 FE2328
 FE2328.Superseded values are not recommended for survey control.
 FE2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2328.See file dsdata.txt to determine how the superseded data were derived.
 FE2328
 FE2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3687445090(NAD 83)
 FE2328_MARKER: 53 = ELEVATED TANK
 FE2328
 FE2328  HISTORY     - Date     Condition        Report By
 FE2328  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2328
 FE2328                          STATION DESCRIPTION
 FE2328
 FE2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2328'STATION IS LOCATED ABOUT 500 FEET NORTHEAST OF THE INTERSECTION OF
 FE2328'RICHMOND AND HIGHVIEW STREETS IN THE CITY OF JACKSON. IT IS A SIX
 FE2328'LEGGED STEEL STRUCTURE ABOUT 150 FEET HIGH AND PAINTED SILVER.  THE
 FE2328'POINT OBSERVED ON WAS THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2351 ***********************************************************************
 FE2351  DESIGNATION -  JACKSON AMERICAN CREOSOTE STK
 FE2351  PID         -  FE2351
 FE2351  STATE/COUNTY-  TN/MADISON
 FE2351  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2351
 FE2351                         *CURRENT SURVEY CONTROL
 FE2351  ___________________________________________________________________
 FE2351* NAD 83(1995)-  35 36 38.05569(N)    088 50 08.83471(W)     ADJUSTED  
 FE2351* NAVD 88     -                                                        
 FE2351  ___________________________________________________________________
 FE2351  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FE2351  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2351
 FE2351  HORZ ORDER  -  THIRD
 FE2351
 FE2351.The horizontal coordinates were established by classical geodetic methods
 FE2351.and adjusted by the National Geodetic Survey in April 1999..
 FE2351
 FE2351
 FE2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2351
 FE2351.The geoid height was determined by GEOID03.
 FE2351
 FE2351;                    North         East     Units Scale Factor Converg.
 FE2351;SPC TN       -   145,430.361   343,111.069   MT  0.99995597   -1 39 36.7
 FE2351;SPC TN       -   477,132.78  1,125,690.23   sFT  0.99995597   -1 39 36.7
 FE2351;UTM  16      - 3,942,307.834   333,725.985   MT  0.99994070   -1 04 09.0
 FE2351
 FE2351                          SUPERSEDED SURVEY CONTROL
 FE2351
 FE2351  NAD 83(1995)-  35 36 38.06064(N)    088 50 08.83960(W) AD(       ) 4
 FE2351  NAD 83(1986)-  35 36 38.06708(N)    088 50 08.83542(W) AD(       ) 4
 FE2351  NAD 27      -  35 36 37.81200(N)    088 50 08.62900(W) AD(       ) 3
 FE2351
 FE2351.Superseded values are not recommended for survey control.
 FE2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2351.See file dsdata.txt to determine how the superseded data were derived.
 FE2351
 FE2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3372642308(NAD 83)
 FE2351_MARKER: 63 = STACK
 FE2351
 FE2351  HISTORY     - Date     Condition        Report By
 FE2351  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2351
 FE2351                          STATION DESCRIPTION
 FE2351
 FE2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2351'STATION IS LOCATED ABOUT 200 FEET SOUTH OF THE INTERSECTION OF MEADOW
 FE2351'STREET AND STATE STREET IN THE CITY OF JACKSON.  IT IS A METAL
 FE2351'STACK PAINTED SILVER AND ABOUT 100 FEET HIGH.  A TRAVERSE CONNECTION
 FE2351'WAS MADE FROM TRIANGULATION STATION MEADOW AND THE DISTANCE WAS
 FE2351'FOUND TO BE 268.4 FEET (81.81 METERS).  THE POINT OBSERVED ON AND
 FE2351'TRAVERSED TO WAS THE CENTER OF THE BASE OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1522 ***********************************************************************
 GD1522  DESIGNATION -  JACKSON AZ MK
 GD1522  PID         -  GD1522
 GD1522  STATE/COUNTY-  TN/WEAKLEY
 GD1522  USGS QUAD   -  MARTIN (1983)
 GD1522
 GD1522                         *CURRENT SURVEY CONTROL
 GD1522  ___________________________________________________________________
 GD1522* NAD 83(1995)-  36 22 10.20968(N)    088 52 15.88184(W)     ADJUSTED  
 GD1522* NAVD 88     -       124.5    (meters)     408.     (feet)  VERTCON   
 GD1522  ___________________________________________________________________
 GD1522  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GD1522  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1522
 GD1522  HORZ ORDER  -  SECOND
 GD1522
 GD1522.The horizontal coordinates were established by classical geodetic methods
 GD1522.and adjusted by the National Geodetic Survey in April 1999..
 GD1522
 GD1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1522
 GD1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1522
 GD1522.The geoid height was determined by GEOID03.
 GD1522
 GD1522;                    North         East     Units Scale Factor Converg.
 GD1522;SPC TN       -   229,694.081   342,385.000   MT  0.99999197   -1 40 51.0
 GD1522;SPC TN       -   753,588.00  1,123,308.12   sFT  0.99999197   -1 40 51.0
 GD1522;UTM  16      - 4,026,558.554   332,145.413   MT  0.99994715   -1 06 35.2
 GD1522
 GD1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1522!SPC TN       -   0.99998488  x   0.99999197  =   0.99997685
 GD1522!UTM  16      -   0.99998488  x   0.99994715  =   0.99993203
 GD1522
 GD1522:                Primary Azimuth Mark                     Grid Az
 GD1522:SPC TN       -  JACKSON 2                                117 18 14.6
 GD1522:UTM  16      -  JACKSON 2                                116 43 58.8
 GD1522
 GD1522|---------------------------------------------------------------------|
 GD1522| PID    Reference Object                     Distance      Geod. Az  |
 GD1522|                                                           dddmmss.s |
 GD1522| GD1431 JACKSON 2                           420.478 METERS 1153723.6 |
 GD1522| GD0314 JACKSON                             404.602 METERS 1185445.2 |
 GD1522|---------------------------------------------------------------------|
 GD1522
 GD1522                          SUPERSEDED SURVEY CONTROL
 GD1522
 GD1522  NAD 83(1995)-  36 22 10.21061(N)    088 52 15.88261(W) AD(       ) 2
 GD1522  NAD 83(1995)-  36 22 10.21190(N)    088 52 15.88469(W) AD(       ) 2
 GD1522  NAD 83(1986)-  36 22 10.22282(N)    088 52 15.88068(W) AD(       ) 2
 GD1522  NAD 27      -  36 22 09.99649(N)    088 52 15.66200(W) AD(       ) 2
 GD1522  NGVD 29 (07/19/86)  124.5    (m)          408.     (f) VERT ANG       
 GD1522
 GD1522.Superseded values are not recommended for survey control.
 GD1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1522.See file dsdata.txt to determine how the superseded data were derived.
 GD1522
 GD1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3214526559(NAD 83)
 GD1522_MARKER: DD = SURVEY DISK
 GD1522_SETTING: 0 = UNSPECIFIED SETTING
 GD1522_STAMPING: JACKSON AZI 1934
 GD1522_MARK LOGO: CGS   
 GD1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1522
 GD1522  HISTORY     - Date     Condition        Report By
 GD1522  HISTORY     - 1934     MONUMENTED       NGS
 GD1522
 GD1522                          STATION DESCRIPTION
 GD1522
 GD1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 (CLN)
 GD1522'THE STATION IS LOCATED ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 GD1522'45 E, ABOUT 2 MILES NORTH OF MARTIN.
 GD1522'
 GD1522'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND OLD
 GD1522'US HIGHWAY 45 E (1 BLOCK WEST OF THE U.S. POST OFFICE) AT MARTIN,
 GD1522'GO NORTH ON HIGHWAY 45 E FOR 1.85 MILES TO A PAVED ROAD LEFT.
 GD1522'TURN LEFT AND GO WEST ON PARISH ROAD FOR 0.95 MILE TO THE
 GD1522'INTERSECTION OF NEW U.S. HIGHWAY 45 E.
 GD1522'CONTINUE WEST ON PARISH ROAD FOR 0.1 MILE TO A CURVE TO
 GD1522'THE RIGHT AND A GRAVELED ROAD STRAIGHT AHEAD.  CONTINUE WEST ON
 GD1522'THE GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GD1522'
 GD1522'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 14 FEET
 GD1522'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 51 FEET SOUTHEAST
 GD1522'OF A POWER POLE AND 19 FEET WEST OF THE EXTENDED CENTERLINE OF A
 GD1522'DRIVEWAY NORTH TO A BRICK HOUSE.  THE MONUMENT PROJECTS 6 INCHES
 GD1522'AND THE DISK IS STAMPED JACKSON AZI 1934.
 GD1522'
 GD1522'NEAREST TOWN--MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2352 ***********************************************************************
 FE2352  DESIGNATION -  JACKSON BEARE ICE AND COAL STK
 FE2352  PID         -  FE2352
 FE2352  STATE/COUNTY-  TN/MADISON
 FE2352  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2352
 FE2352                         *CURRENT SURVEY CONTROL
 FE2352  ___________________________________________________________________
 FE2352* NAD 83(1995)-  35 36 33.37888(N)    088 49 19.08552(W)     ADJUSTED  
 FE2352* NAVD 88     -                                                        
 FE2352  ___________________________________________________________________
 FE2352  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FE2352  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2352
 FE2352  HORZ ORDER  -  THIRD
 FE2352
 FE2352.The horizontal coordinates were established by classical geodetic methods
 FE2352.and adjusted by the National Geodetic Survey in April 1999..
 FE2352
 FE2352
 FE2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2352
 FE2352.The geoid height was determined by GEOID03.
 FE2352
 FE2352;                    North         East     Units Scale Factor Converg.
 FE2352;SPC TN       -   145,250.103   344,358.425   MT  0.99995606   -1 39 07.5
 FE2352;SPC TN       -   476,541.38  1,129,782.60   sFT  0.99995606   -1 39 07.5
 FE2352;UTM  16      - 3,942,140.455   334,975.110   MT  0.99993560   -1 03 39.9
 FE2352
 FE2352                          SUPERSEDED SURVEY CONTROL
 FE2352
 FE2352  NAD 83(1995)-  35 36 33.38382(N)    088 49 19.09038(W) AD(       ) 4
 FE2352  NAD 83(1986)-  35 36 33.39043(N)    088 49 19.08639(W) AD(       ) 4
 FE2352  NAD 27      -  35 36 33.13500(N)    088 49 18.88000(W) AD(       ) 3
 FE2352
 FE2352.Superseded values are not recommended for survey control.
 FE2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2352.See file dsdata.txt to determine how the superseded data were derived.
 FE2352
 FE2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3497542140(NAD 83)
 FE2352_MARKER: 63 = STACK
 FE2352
 FE2352  HISTORY     - Date     Condition        Report By
 FE2352  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2352
 FE2352                          STATION DESCRIPTION
 FE2352
 FE2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2352'STATION IS LOCATED IN THE SOUTHWEST SECTION OF JACKSON.  IT IS A
 FE2352'BLACK METAL STACK ABOUT 75 FEET HIGH.  THE POINT OBSERVED ON
 FE2352'WAS THE CENTER OF THE TOP OF THE STACK.
 FE2352'
 FE2352'TO REACH THE STATION FROM THE INTERSECTION OF SHANNON AND SYCAMORE
 FE2352'STREETS IN JACKSON GO WEST ON SYCAMORE STREET FOR 0.1 MILE, TURN LEFT
 FE2352'AND GO 0.1 MILE TO THE BEARE ICE AND COAL CO. JUST BEFORE REACHING
 FE2352'RAILROAD TRACKS AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0730 ***********************************************************************
 FE0730  DESIGNATION -  JACKSON BM
 FE0730  PID         -  FE0730
 FE0730  STATE/COUNTY-  TN/MADISON
 FE0730  USGS QUAD   -  JACKSON SOUTH (1983)
 FE0730
 FE0730                         *CURRENT SURVEY CONTROL
 FE0730  ___________________________________________________________________
 FE0730* NAD 83(1986)-  35 36 49.     (N)    088 49 09.     (W)     SCALED    
 FE0730* NAVD 88     -       121.884  (meters)     399.88   (feet)  ADJUSTED  
 FE0730  ___________________________________________________________________
 FE0730  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0730  DYNAMIC HT  -         121.775 (meters)     399.52  (feet)  COMP
 FE0730  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 FE0730
 FE0730  VERT ORDER  -  FIRST     CLASS II
 FE0730
 FE0730.The horizontal coordinates were scaled from a topographic map and have
 FE0730.an estimated accuracy of +/- 6 seconds.
 FE0730
 FE0730.The orthometric height was determined by differential leveling
 FE0730.and adjusted by the National Geodetic Survey in June 1991..
 FE0730
 FE0730.The geoid height was determined by GEOID03.
 FE0730
 FE0730.The dynamic height is computed by dividing the NAVD 88
 FE0730.geopotential number by the normal gravity value computed on the
 FE0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0730.degrees latitude (g = 980.6199 gals.).
 FE0730
 FE0730.The modeled gravity was interpolated from observed gravity values.
 FE0730
 FE0730;                    North         East    Units  Estimated Accuracy
 FE0730;SPC TN       -   145,720.      344,630.      MT  (+/- 180 meters Scaled)
 FE0730
 FE0730                          SUPERSEDED SURVEY CONTROL
 FE0730
 FE0730  NGVD 29 (??/??/??)  121.920  (m)          400.00   (f) ADJUSTED    1 2
 FE0730
 FE0730.Superseded values are not recommended for survey control.
 FE0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0730.See file dsdata.txt to determine how the superseded data were derived.
 FE0730
 FE0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE352426(NAD 83)
 FE0730_MARKER: DB = BENCH MARK DISK
 FE0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0730_SP_SET: BUILDING
 FE0730_STAMPING: JACKSON 1933 400.052
 FE0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0730+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0730
 FE0730  HISTORY     - Date     Condition        Report By
 FE0730  HISTORY     - 1933     MONUMENTED       CGS
 FE0730  HISTORY     - 1948     GOOD             CGS
 FE0730  HISTORY     - 20020909 GOOD             USACE
 FE0730
 FE0730                          STATION DESCRIPTION
 FE0730
 FE0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0730'AT JACKSON.
 FE0730'AT JACKSON, AT THE INTERSECTION OF MARKET STREET AND BALTIMORE
 FE0730'STREET, IN THE TOP OF THE EAST END OF THE BANISTER AT THE NORTH
 FE0730'END OF THE STEPS TO THE MAIN (EAST) ENTRANCE TO THE POST OFFICE
 FE0730'AND FEDERAL BUILDING, IN LINE WITH THE EAST EDGE OF THE LOWEST
 FE0730'STEP AND ABOUT 1 FOOT ABOVE THE SIDE WALK.
 FE0730
 FE0730                          STATION RECOVERY (2002)
 FE0730
 FE0730'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0730'POST OFFICE HAS MOVED 1 BUILDING S. MONUMENT IS AT ED JONES FED. BLDG
 FE0730'AND COURTHOUSE AT 109 S MARKET ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2329 ***********************************************************************
 FE2329  DESIGNATION -  JACKSON BUDDE AND WEIS TANK
 FE2329  PID         -  FE2329
 FE2329  STATE/COUNTY-  TN/MADISON
 FE2329  USGS QUAD   -  JACKSON NORTH (1983)
 FE2329
 FE2329                         *CURRENT SURVEY CONTROL
 FE2329  ___________________________________________________________________
 FE2329* NAD 83(1995)-  35 37 52.28446(N)    088 48 21.72651(W)     ADJUSTED  
 FE2329* NAVD 88     -                                                        
 FE2329  ___________________________________________________________________
 FE2329  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FE2329  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2329
 FE2329  HORZ ORDER  -  THIRD
 FE2329
 FE2329.The horizontal coordinates were established by classical geodetic methods
 FE2329.and adjusted by the National Geodetic Survey in April 1999..
 FE2329
 FE2329
 FE2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2329
 FE2329.The geoid height was determined by GEOID03.
 FE2329
 FE2329;                    North         East     Units Scale Factor Converg.
 FE2329;SPC TN       -   147,639.363   345,871.114   MT  0.99995464   -1 38 34.0
 FE2329;SPC TN       -   484,380.14  1,134,745.48   sFT  0.99995464   -1 38 34.0
 FE2329;UTM  16      - 3,944,545.128   336,463.053   MT  0.99992957   -1 03 08.5
 FE2329
 FE2329                          SUPERSEDED SURVEY CONTROL
 FE2329
 FE2329  NAD 83(1995)-  35 37 52.28936(N)    088 48 21.73134(W) AD(       ) 4
 FE2329  NAD 83(1986)-  35 37 52.29594(N)    088 48 21.72741(W) AD(       ) 4
 FE2329  NAD 27      -  35 37 52.04200(N)    088 48 21.52300(W) AD(       ) 3
 FE2329
 FE2329.Superseded values are not recommended for survey control.
 FE2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2329.See file dsdata.txt to determine how the superseded data were derived.
 FE2329
 FE2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3646344545(NAD 83)
 FE2329_MARKER: 53 = ELEVATED TANK
 FE2329
 FE2329  HISTORY     - Date     Condition        Report By
 FE2329  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2329
 FE2329                          STATION DESCRIPTION
 FE2329
 FE2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2329'STATION IS LOCATED ABOUT 300 FEET SOUTH OF THE INTERSECTION OF HARDEE
 FE2329'AND RICHMOND STREETS IN THE CITY OF JACKSON.  IT IS A FOUR LEGGED
 FE2329'STEEL WATER TANK ON TOP OF A ONE STORY BRICK BUILDING ABOUT 100 FEET
 FE2329'HIGH AND PAINTED SILVER.  THE POINT OBSERVED ON WAS THE SMALL
 FE2329'BALL AT THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2353 ***********************************************************************
 FE2353  DESIGNATION -  JACKSON CITY POLICE RADIO MAST
 FE2353  PID         -  FE2353
 FE2353  STATE/COUNTY-  TN/MADISON
 FE2353  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2353
 FE2353                         *CURRENT SURVEY CONTROL
 FE2353  ___________________________________________________________________
 FE2353* NAD 83(1995)-  35 36 50.49201(N)    088 48 59.60281(W)     ADJUSTED  
 FE2353* NAVD 88     -                                                        
 FE2353  ___________________________________________________________________
 FE2353  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2353  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2353
 FE2353  HORZ ORDER  -  THIRD
 FE2353
 FE2353.The horizontal coordinates were established by classical geodetic methods
 FE2353.and adjusted by the National Geodetic Survey in April 1999..
 FE2353
 FE2353
 FE2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2353
 FE2353.The geoid height was determined by GEOID03.
 FE2353
 FE2353;                    North         East     Units Scale Factor Converg.
 FE2353;SPC TN       -   145,763.165   344,863.725   MT  0.99995574   -1 38 56.1
 FE2353;SPC TN       -   478,224.65  1,131,440.40   sFT  0.99995574   -1 38 56.1
 FE2353;UTM  16      - 3,942,658.689   335,475.082   MT  0.99993357   -1 03 29.0
 FE2353
 FE2353                          SUPERSEDED SURVEY CONTROL
 FE2353
 FE2353  NAD 83(1995)-  35 36 50.49693(N)    088 48 59.60766(W) AD(       ) 4
 FE2353  NAD 83(1986)-  35 36 50.50354(N)    088 48 59.60369(W) AD(       ) 4
 FE2353  NAD 27      -  35 36 50.24800(N)    088 48 59.39800(W) AD(       ) 3
 FE2353
 FE2353.Superseded values are not recommended for survey control.
 FE2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2353.See file dsdata.txt to determine how the superseded data were derived.
 FE2353
 FE2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3547542659(NAD 83)
 FE2353_MARKER: 42 = RADIO/TV MAST
 FE2353
 FE2353  HISTORY     - Date     Condition        Report By
 FE2353  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2353
 FE2353                          STATION DESCRIPTION
 FE2353
 FE2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2353'STATION IS LOCATED ON THE SOUTHWEST CORNER OF MAIN STREET AND
 FE2353'CUMBERLAND STREET IN THE CITY OF JACKSON. IT IS A RED AND WHITE
 FE2353'RADIO MAST ON THE ROOF OF THE CITY HALL AND ABOUT 125 FEET ABOVE THE
 FE2353'GROUND.  THE POINT OBSERVED ON WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2330 ***********************************************************************
 FE2330  DESIGNATION -  JACKSON EAST MUN STANDPIPE
 FE2330  PID         -  FE2330
 FE2330  STATE/COUNTY-  TN/MADISON
 FE2330  USGS QUAD   -  JACKSON NORTH (1983)
 FE2330
 FE2330                         *CURRENT SURVEY CONTROL
 FE2330  ___________________________________________________________________
 FE2330* NAD 83(1995)-  35 37 41.22580(N)    088 48 16.28861(W)     ADJUSTED  
 FE2330* NAVD 88     -                                                        
 FE2330  ___________________________________________________________________
 FE2330  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2330  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2330
 FE2330  HORZ ORDER  -  THIRD
 FE2330
 FE2330.The horizontal coordinates were established by classical geodetic methods
 FE2330.and adjusted by the National Geodetic Survey in April 1999..
 FE2330
 FE2330
 FE2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2330
 FE2330.The geoid height was determined by GEOID03.
 FE2330
 FE2330;                    North         East     Units Scale Factor Converg.
 FE2330;SPC TN       -   147,294.769   345,998.112   MT  0.99995483   -1 38 30.8
 FE2330;SPC TN       -   483,249.59  1,135,162.14   sFT  0.99995483   -1 38 30.8
 FE2330;UTM  16      - 3,944,201.869   336,593.593   MT  0.99992905   -1 03 05.1
 FE2330
 FE2330                          SUPERSEDED SURVEY CONTROL
 FE2330
 FE2330  NAD 83(1995)-  35 37 41.23071(N)    088 48 16.29349(W) AD(       ) 4
 FE2330  NAD 83(1986)-  35 37 41.23713(N)    088 48 16.28931(W) AD(       ) 4
 FE2330  NAD 27      -  35 37 40.98200(N)    088 48 16.08800(W) AD(       ) 3
 FE2330
 FE2330.Superseded values are not recommended for survey control.
 FE2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2330.See file dsdata.txt to determine how the superseded data were derived.
 FE2330
 FE2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3659444202(NAD 83)
 FE2330_MARKER: 52 = STANDPIPE TANK
 FE2330
 FE2330  HISTORY     - Date     Condition        Report By
 FE2330  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2330
 FE2330                          STATION DESCRIPTION
 FE2330
 FE2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2330'STATION IS LOCATED ON THE WEST SIDE OF MIDDLETON STREET ABOUT 200
 FE2330'FEET NORTHWEST OF THE INTERSECTION OF LANE AVE.  IT IS A LARGE
 FE2330'STANDPIPE ABOUT 100 FEET HIGH AND PAINTED SILVER.  A TRAVERSE
 FE2330'CONNECTION WAS MADE TO TRIANGULATION PAUL AND THE DISTANCE WAS
 FE2330'FOUND TO BE 236.7 FEET (72.15 METERS).  THE POINT TRAVERSED TO AND
 FE2330'OBSERVED ON WAS THE CENTER OF THE BASE OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2354 ***********************************************************************
 FE2354  DESIGNATION -  JACKSON FED COMP WHSE TANK 1
 FE2354  PID         -  FE2354
 FE2354  STATE/COUNTY-  TN/MADISON
 FE2354  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2354
 FE2354                         *CURRENT SURVEY CONTROL
 FE2354  ___________________________________________________________________
 FE2354* NAD 83(1995)-  35 36 24.47271(N)    088 49 10.48018(W)     ADJUSTED  
 FE2354* NAVD 88     -                                                        
 FE2354  ___________________________________________________________________
 FE2354  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FE2354  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2354
 FE2354  HORZ ORDER  -  THIRD
 FE2354
 FE2354.The horizontal coordinates were established by classical geodetic methods
 FE2354.and adjusted by the National Geodetic Survey in April 1999..
 FE2354
 FE2354
 FE2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2354
 FE2354.The geoid height was determined by GEOID03.
 FE2354
 FE2354;                    North         East     Units Scale Factor Converg.
 FE2354;SPC TN       -   144,969.500   344,567.001   MT  0.99995623   -1 39 02.5
 FE2354;SPC TN       -   475,620.77  1,130,466.90   sFT  0.99995623   -1 39 02.5
 FE2354;UTM  16      - 3,941,862.024   335,186.566   MT  0.99993474   -1 03 34.7
 FE2354
 FE2354                          SUPERSEDED SURVEY CONTROL
 FE2354
 FE2354  NAD 83(1995)-  35 36 24.47764(N)    088 49 10.48504(W) AD(       ) 4
 FE2354  NAD 83(1986)-  35 36 24.48426(N)    088 49 10.48106(W) AD(       ) 4
 FE2354  NAD 27      -  35 36 24.22900(N)    088 49 10.27500(W) AD(       ) 3
 FE2354
 FE2354.Superseded values are not recommended for survey control.
 FE2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2354.See file dsdata.txt to determine how the superseded data were derived.
 FE2354
 FE2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3518741862(NAD 83)
 FE2354_MARKER: 53 = ELEVATED TANK
 FE2354
 FE2354  HISTORY     - Date     Condition        Report By
 FE2354  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2354
 FE2354                          STATION DESCRIPTION
 FE2354
 FE2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2354'STATION IS LOCATED ABOUT 200 FEET SOUTHWEST OF THE INTERSECTION OF
 FE2354'LIBERTY STREET AND THE N.C. AND ST.L. RAILROAD TRACKS IN THE CITY OF
 FE2354'JACKSON.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH AND
 FE2354'PAINTED SILVER.  THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX
 FE2354'OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2355 ***********************************************************************
 FE2355  DESIGNATION -  JACKSON FED COMP WHSE TANK 2
 FE2355  PID         -  FE2355
 FE2355  STATE/COUNTY-  TN/MADISON
 FE2355  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2355
 FE2355                         *CURRENT SURVEY CONTROL
 FE2355  ___________________________________________________________________
 FE2355* NAD 83(1995)-  35 36 34.65569(N)    088 48 38.82094(W)     ADJUSTED  
 FE2355* NAVD 88     -                                                        
 FE2355  ___________________________________________________________________
 FE2355  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2355  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2355
 FE2355  HORZ ORDER  -  THIRD
 FE2355
 FE2355.The horizontal coordinates were established by classical geodetic methods
 FE2355.and adjusted by the National Geodetic Survey in April 1999..
 FE2355
 FE2355
 FE2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2355
 FE2355.The geoid height was determined by GEOID03.
 FE2355
 FE2355;                    North         East     Units Scale Factor Converg.
 FE2355;SPC TN       -   145,260.279   345,372.487   MT  0.99995603   -1 38 44.0
 FE2355;SPC TN       -   476,574.77  1,133,109.57   sFT  0.99995603   -1 38 44.0
 FE2355;UTM  16      - 3,942,161.089   335,988.991   MT  0.99993149   -1 03 16.5
 FE2355
 FE2355                          SUPERSEDED SURVEY CONTROL
 FE2355
 FE2355  NAD 83(1995)-  35 36 34.66061(N)    088 48 38.82581(W) AD(       ) 4
 FE2355  NAD 83(1986)-  35 36 34.66723(N)    088 48 38.82184(W) AD(       ) 4
 FE2355  NAD 27      -  35 36 34.41100(N)    088 48 38.61800(W) AD(       ) 3
 FE2355
 FE2355.Superseded values are not recommended for survey control.
 FE2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2355.See file dsdata.txt to determine how the superseded data were derived.
 FE2355
 FE2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3598942161(NAD 83)
 FE2355_MARKER: 53 = ELEVATED TANK
 FE2355
 FE2355  HISTORY     - Date     Condition        Report By
 FE2355  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2355
 FE2355                          STATION DESCRIPTION
 FE2355
 FE2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2355'STATION IS LOCATED ON THE EAST SIDE OF THE G.M. AND O. RAILROAD
 FE2355'TRACKS ABOUT 300 FEET NORTH OF MADISON STREET IN THE CITY OF
 FE2355'JACKSON.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 115 FEET HIGH AND
 FE2355'PAINTED SILVER WITH THE LEGEND FEDERAL COMPRESS AND WHSE. CO.
 FE2355'PLANT NO. 2 PAINTED IN LARGE BLACK LETTERS ON THE NORTH AND SOUTH
 FE2355'SIDE OF THE TANK.  THE POINT OBSERVED ON WAS THE SMALL BALL AT THE
 FE2355'APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2356 ***********************************************************************
 FE2356  DESIGNATION -  JACKSON FED COMP WHSE TANK 3
 FE2356  PID         -  FE2356
 FE2356  STATE/COUNTY-  TN/MADISON
 FE2356  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2356
 FE2356                         *CURRENT SURVEY CONTROL
 FE2356  ___________________________________________________________________
 FE2356* NAD 83(1995)-  35 36 26.05543(N)    088 49 01.43623(W)     ADJUSTED  
 FE2356* NAVD 88     -                                                        
 FE2356  ___________________________________________________________________
 FE2356  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FE2356  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2356
 FE2356  HORZ ORDER  -  THIRD
 FE2356
 FE2356.The horizontal coordinates were established by classical geodetic methods
 FE2356.and adjusted by the National Geodetic Survey in April 1999..
 FE2356
 FE2356
 FE2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2356
 FE2356.The geoid height was determined by GEOID03.
 FE2356
 FE2356;                    North         East     Units Scale Factor Converg.
 FE2356;SPC TN       -   145,011.703   344,795.930   MT  0.99995620   -1 38 57.2
 FE2356;SPC TN       -   475,759.23  1,131,217.98   sFT  0.99995620   -1 38 57.2
 FE2356;UTM  16      - 3,941,906.585   335,415.042   MT  0.99993381   -1 03 29.4
 FE2356
 FE2356                          SUPERSEDED SURVEY CONTROL
 FE2356
 FE2356  NAD 83(1995)-  35 36 26.06036(N)    088 49 01.44109(W) AD(       ) 4
 FE2356  NAD 83(1986)-  35 36 26.06698(N)    088 49 01.43712(W) AD(       ) 4
 FE2356  NAD 27      -  35 36 25.81100(N)    088 49 01.23200(W) AD(       ) 3
 FE2356
 FE2356.Superseded values are not recommended for survey control.
 FE2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2356.See file dsdata.txt to determine how the superseded data were derived.
 FE2356
 FE2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3541541907(NAD 83)
 FE2356_MARKER: 53 = ELEVATED TANK
 FE2356
 FE2356  HISTORY     - Date     Condition        Report By
 FE2356  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2356
 FE2356                          STATION DESCRIPTION
 FE2356
 FE2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2356'STATION IS LOCATED ON THE SOUTHWEST CORNER OF SOUTH CUMBERLAND STREET
 FE2356'AND BEASLEY STREET IN THE CITY OF JACKSON.  IT IS A FOUR LEGGED
 FE2356'STEEL STRUCTURE ABOUT 100 FEET HIGH AND PAINTED SILVER.  THE POINT
 FE2356'OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2357 ***********************************************************************
 FE2357  DESIGNATION -  JACKSON FIRST BAP CH DOME
 FE2357  PID         -  FE2357
 FE2357  STATE/COUNTY-  TN/MADISON
 FE2357  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2357
 FE2357                         *CURRENT SURVEY CONTROL
 FE2357  ___________________________________________________________________
 FE2357* NAD 83(1995)-  35 36 53.33355(N)    088 48 58.07828(W)     ADJUSTED  
 FE2357* NAVD 88     -                                                        
 FE2357  ___________________________________________________________________
 FE2357  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FE2357  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2357
 FE2357  HORZ ORDER  -  THIRD
 FE2357
 FE2357.The horizontal coordinates were established by classical geodetic methods
 FE2357.and adjusted by the National Geodetic Survey in April 1999..
 FE2357
 FE2357
 FE2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2357
 FE2357.The geoid height was determined by GEOID03.
 FE2357
 FE2357;                    North         East     Units Scale Factor Converg.
 FE2357;SPC TN       -   145,849.597   344,904.595   MT  0.99995568   -1 38 55.2
 FE2357;SPC TN       -   478,508.22  1,131,574.49   sFT  0.99995568   -1 38 55.2
 FE2357;UTM  16      - 3,942,745.536   335,515.057   MT  0.99993341   -1 03 28.2
 FE2357
 FE2357                          SUPERSEDED SURVEY CONTROL
 FE2357
 FE2357  NAD 83(1995)-  35 36 53.33847(N)    088 48 58.08312(W) AD(       ) 4
 FE2357  NAD 83(1986)-  35 36 53.34508(N)    088 48 58.07917(W) AD(       ) 4
 FE2357  NAD 27      -  35 36 53.09000(N)    088 48 57.87400(W) AD(       ) 3
 FE2357
 FE2357.Superseded values are not recommended for survey control.
 FE2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2357.See file dsdata.txt to determine how the superseded data were derived.
 FE2357
 FE2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3551542746(NAD 83)
 FE2357_MARKER: 87 = DOME
 FE2357
 FE2357  HISTORY     - Date     Condition        Report By
 FE2357  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2357
 FE2357                          STATION DESCRIPTION
 FE2357
 FE2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2357'STATION IS LOCATED ON THE SOUTHEAST CORNER OF LAFAYETTE AND
 FE2357'CUMBERLAND STREETS IN THE CITY OF JACKSON.  IT IS A GREY STONE
 FE2357'DOME ATOP A TWO STORY, TAN BRICK BUILDING.  THE POINT OBSERVED ON WAS
 FE2357'THE TOP OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2331 ***********************************************************************
 FE2331  DESIGNATION -  JACKSON GM AND O RR TANK
 FE2331  PID         -  FE2331
 FE2331  STATE/COUNTY-  TN/MADISON
 FE2331  USGS QUAD   -  JACKSON NORTH (1983)
 FE2331
 FE2331                         *CURRENT SURVEY CONTROL
 FE2331  ___________________________________________________________________
 FE2331* NAD 83(1995)-  35 38 44.43603(N)    088 51 39.67216(W)     ADJUSTED  
 FE2331* NAVD 88     -                                                        
 FE2331  ___________________________________________________________________
 FE2331  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FE2331  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2331
 FE2331  HORZ ORDER  -  THIRD
 FE2331
 FE2331.The horizontal coordinates were established by classical geodetic methods
 FE2331.and adjusted by the National Geodetic Survey in April 1999..
 FE2331
 FE2331
 FE2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2331
 FE2331.The geoid height was determined by GEOID03.
 FE2331
 FE2331;                    North         East     Units Scale Factor Converg.
 FE2331;SPC TN       -   149,390.094   340,939.783   MT  0.99995378   -1 40 29.8
 FE2331;SPC TN       -   490,124.00  1,118,566.60   sFT  0.99995378   -1 40 29.8
 FE2331;UTM  16      - 3,946,244.938   331,514.021   MT  0.99994982   -1 05 05.3
 FE2331
 FE2331                          SUPERSEDED SURVEY CONTROL
 FE2331
 FE2331  NAD 83(1995)-  35 38 44.44092(N)    088 51 39.67684(W) AD(       ) 4
 FE2331  NAD 83(1986)-  35 38 44.44756(N)    088 51 39.67300(W) AD(       ) 4
 FE2331  NAD 27      -  35 38 44.19500(N)    088 51 39.46500(W) AD(       ) 3
 FE2331
 FE2331.Superseded values are not recommended for survey control.
 FE2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2331.See file dsdata.txt to determine how the superseded data were derived.
 FE2331
 FE2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3151446245(NAD 83)
 FE2331_MARKER: 53 = ELEVATED TANK
 FE2331
 FE2331  HISTORY     - Date     Condition        Report By
 FE2331  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2331
 FE2331                          STATION DESCRIPTION
 FE2331
 FE2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2331'THE STATION IS THE CENTER OF THE BALL AT THE TOP OF THE TANK.  THE
 FE2331'TANK IS A SIX LEGGED STEEL STRUCTURE, OWNED BY THE GULF MOBILE AND
 FE2331'OHIO RAILROAD, LOCATED AT THE NORTHWEST EDGE OF JACKSON.  IT HAS THE
 FE2331'LEGEND G M AND O RR PAINTED IN BLACK LETTERS ON THE EAST AND
 FE2331'WEST SIDES.  THE OVERALL HEIGHT OF THE TANK IS ABOUT 65 FEET.
 FE2331'
 FE2331'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2331'HIGHWAY 20 AT THE WEST EDGE OF JACKSON, GO NORTHWEST ON HIGHWAY 20
 FE2331'FOR 2.3 MILES TO A SIDE ROAD LEFT AND THE TANK ABOUT 200 FEET SOUTH
 FE2331'OF THE INTERSECTION OF THE SIDE ROAD AND HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2332 ***********************************************************************
 FE2332  DESIGNATION -  JACKSON LANE COLLEGE STACK
 FE2332  PID         -  FE2332
 FE2332  STATE/COUNTY-  TN/MADISON
 FE2332  USGS QUAD   -  JACKSON NORTH (1983)
 FE2332
 FE2332                         *CURRENT SURVEY CONTROL
 FE2332  ___________________________________________________________________
 FE2332* NAD 83(1995)-  35 37 42.52973(N)    088 48 28.15180(W)     ADJUSTED  
 FE2332* NAVD 88     -                                                        
 FE2332  ___________________________________________________________________
 FE2332  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2332  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2332
 FE2332  HORZ ORDER  -  THIRD
 FE2332
 FE2332.The horizontal coordinates were established by classical geodetic methods
 FE2332.and adjusted by the National Geodetic Survey in April 1999..
 FE2332
 FE2332
 FE2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2332
 FE2332.The geoid height was determined by GEOID03.
 FE2332
 FE2332;                    North         East     Units Scale Factor Converg.
 FE2332;SPC TN       -   147,343.495   345,700.893   MT  0.99995480   -1 38 37.7
 FE2332;SPC TN       -   483,409.45  1,134,187.01   sFT  0.99995480   -1 38 37.7
 FE2332;UTM  16      - 3,944,247.529   336,295.895   MT  0.99993025   -1 03 12.0
 FE2332
 FE2332                          SUPERSEDED SURVEY CONTROL
 FE2332
 FE2332  NAD 83(1995)-  35 37 42.53464(N)    088 48 28.15664(W) AD(       ) 4
 FE2332  NAD 83(1986)-  35 37 42.54124(N)    088 48 28.15269(W) AD(       ) 4
 FE2332  NAD 27      -  35 37 42.28700(N)    088 48 27.94800(W) AD(       ) 3
 FE2332
 FE2332.Superseded values are not recommended for survey control.
 FE2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2332.See file dsdata.txt to determine how the superseded data were derived.
 FE2332
 FE2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3629644248(NAD 83)
 FE2332_MARKER: 63 = STACK
 FE2332
 FE2332  HISTORY     - Date     Condition        Report By
 FE2332  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2332
 FE2332                          STATION DESCRIPTION
 FE2332
 FE2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2332'STATION IS LOCATED ABOUT 200 FEET NORTHWEST OF LANE AND HAYES STREETS
 FE2332'IN THE CITY OF JACKSON AND ON THE CAMPUS OF LANE COLLEGE.  IT IS A
 FE2332'RED BRICK STACK ABOUT 100 FEET HIGH.  THE POINT OBSERVED ON WAS THE
 FE2332'CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2358 ***********************************************************************
 FE2358  DESIGNATION -  JACKSON MORGAN LUMBER TANK
 FE2358  PID         -  FE2358
 FE2358  STATE/COUNTY-  TN/MADISON
 FE2358  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2358
 FE2358                         *CURRENT SURVEY CONTROL
 FE2358  ___________________________________________________________________
 FE2358* NAD 83(1995)-  35 36 33.97468(N)    088 49 52.08502(W)     ADJUSTED  
 FE2358* NAVD 88     -                                                        
 FE2358  ___________________________________________________________________
 FE2358  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FE2358  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2358
 FE2358  HORZ ORDER  -  THIRD
 FE2358
 FE2358.The horizontal coordinates were established by classical geodetic methods
 FE2358.and adjusted by the National Geodetic Survey in April 1999..
 FE2358
 FE2358
 FE2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2358
 FE2358.The geoid height was determined by GEOID03.
 FE2358
 FE2358;                    North         East     Units Scale Factor Converg.
 FE2358;SPC TN       -   145,292.440   343,528.793   MT  0.99995604   -1 39 26.9
 FE2358;SPC TN       -   476,680.28  1,127,060.72   sFT  0.99995604   -1 39 26.9
 FE2358;UTM  16      - 3,942,174.231   334,145.102   MT  0.99993898   -1 03 59.2
 FE2358
 FE2358                          SUPERSEDED SURVEY CONTROL
 FE2358
 FE2358  NAD 83(1995)-  35 36 33.97962(N)    088 49 52.08987(W) AD(       ) 4
 FE2358  NAD 83(1986)-  35 36 33.98622(N)    088 49 52.08587(W) AD(       ) 4
 FE2358  NAD 27      -  35 36 33.73100(N)    088 49 51.87900(W) AD(       ) 3
 FE2358
 FE2358.Superseded values are not recommended for survey control.
 FE2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2358.See file dsdata.txt to determine how the superseded data were derived.
 FE2358
 FE2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3414542174(NAD 83)
 FE2358_MARKER: 53 = ELEVATED TANK
 FE2358
 FE2358  HISTORY     - Date     Condition        Report By
 FE2358  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2358
 FE2358                          STATION DESCRIPTION
 FE2358
 FE2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2358'STATION IS LOCATED ABOUT 400 FEET SOUTH OF MEADOW STREET AND 0.3 MILE
 FE2358'WEST OF BOLIVAR STREET IN THE CITY OF JACKSON.  IT IS A FOUR LEGGED
 FE2358'STEEL STRUCTURE ABOUT 110 FEET HIGH AND PAINTED SILVER.  THE POINT
 FE2358'OBSERVED ON WAS THE WEATHER VANE AT THE APEX OF THE ROOF OF THE
 FE2358'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2359 ***********************************************************************
 FE2359  DESIGNATION -  JACKSON PUBLIC COMPRESS TANK
 FE2359  PID         -  FE2359
 FE2359  STATE/COUNTY-  TN/MADISON
 FE2359  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2359
 FE2359                         *CURRENT SURVEY CONTROL
 FE2359  ___________________________________________________________________
 FE2359* NAD 83(1995)-  35 37 03.90188(N)    088 50 06.67518(W)     ADJUSTED  
 FE2359* NAVD 88     -                                                        
 FE2359  ___________________________________________________________________
 FE2359  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FE2359  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2359
 FE2359  HORZ ORDER  -  THIRD
 FE2359
 FE2359.The horizontal coordinates were established by classical geodetic methods
 FE2359.and adjusted by the National Geodetic Survey in April 1999..
 FE2359
 FE2359
 FE2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2359
 FE2359.The geoid height was determined by GEOID03.
 FE2359
 FE2359;                    North         East     Units Scale Factor Converg.
 FE2359;SPC TN       -   146,224.996   343,188.467   MT  0.99995549   -1 39 35.4
 FE2359;SPC TN       -   479,739.84  1,125,944.16   sFT  0.99995549   -1 39 35.4
 FE2359;UTM  16      - 3,943,103.212   333,795.182   MT  0.99994042   -1 04 08.4
 FE2359
 FE2359                          SUPERSEDED SURVEY CONTROL
 FE2359
 FE2359  NAD 83(1995)-  35 37 03.90682(N)    088 50 06.68002(W) AD(       ) 4
 FE2359  NAD 83(1986)-  35 37 03.91342(N)    088 50 06.67602(W) AD(       ) 4
 FE2359  NAD 27      -  35 37 03.65900(N)    088 50 06.46900(W) AD(       ) 3
 FE2359
 FE2359.Superseded values are not recommended for survey control.
 FE2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2359.See file dsdata.txt to determine how the superseded data were derived.
 FE2359
 FE2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3379543103(NAD 83)
 FE2359_MARKER: 53 = ELEVATED TANK
 FE2359
 FE2359  HISTORY     - Date     Condition        Report By
 FE2359  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2359
 FE2359                          STATION DESCRIPTION
 FE2359
 FE2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2359'STATION IS LOCATED ABOUT 200 FEET NORTH OF POPLAR STREET AND 200 FEET
 FE2359'WEST OF BELLEVUE STREET IN THE CITY OF JACKSON.  IT IS A
 FE2359'FOUR-LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH, AND PAINTED SILVER
 FE2359'WITH THE LEGEND PUBLIC COMPRESS COMPANY PAINTED IN LARGE BLACK
 FE2359'LETTERS ON THE EAST AND WEST SIDE OF THE TANK.  THE POINT OBSERVED ON
 FE2359'WAS THE SMALL BALL AT THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2333 ***********************************************************************
 FE2333  DESIGNATION -  JACKSON RAD STA KIJ 653 MAST
 FE2333  PID         -  FE2333
 FE2333  STATE/COUNTY-  TN/MADISON
 FE2333  USGS QUAD   -  JACKSON NORTH (1983)
 FE2333
 FE2333                         *CURRENT SURVEY CONTROL
 FE2333  ___________________________________________________________________
 FE2333* NAD 83(1995)-  35 37 46.17156(N)    088 50 40.49426(W)     ADJUSTED  
 FE2333* NAVD 88     -                                                        
 FE2333  ___________________________________________________________________
 FE2333  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FE2333  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2333
 FE2333  HORZ ORDER  -  THIRD
 FE2333
 FE2333.The horizontal coordinates were established by classical geodetic methods
 FE2333.and adjusted by the National Geodetic Survey in April 1999..
 FE2333
 FE2333
 FE2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2333
 FE2333.The geoid height was determined by GEOID03.
 FE2333
 FE2333;                    North         East     Units Scale Factor Converg.
 FE2333;SPC TN       -   147,551.831   342,375.638   MT  0.99995474   -1 39 55.2
 FE2333;SPC TN       -   484,092.97  1,123,277.41   sFT  0.99995474   -1 39 55.2
 FE2333;UTM  16      - 3,944,421.580   332,968.729   MT  0.99994381   -1 04 29.3
 FE2333
 FE2333                          SUPERSEDED SURVEY CONTROL
 FE2333
 FE2333  NAD 83(1995)-  35 37 46.17650(N)    088 50 40.49908(W) AD(       ) 4
 FE2333  NAD 83(1986)-  35 37 46.18308(N)    088 50 40.49510(W) AD(       ) 4
 FE2333  NAD 27      -  35 37 45.92900(N)    088 50 40.28700(W) AD(       ) 3
 FE2333
 FE2333.Superseded values are not recommended for survey control.
 FE2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2333.See file dsdata.txt to determine how the superseded data were derived.
 FE2333
 FE2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3296944422(NAD 83)
 FE2333_MARKER: 42 = RADIO/TV MAST
 FE2333
 FE2333  HISTORY     - Date     Condition        Report By
 FE2333  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2333
 FE2333                          STATION DESCRIPTION
 FE2333
 FE2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2333'THE STATION IS THE CENTER OF THE TOP OF THE MAST, WHICH IS OWNED AND
 FE2333'OPERATED BY THE WEST TENNESSEE GAS COMPANY.  THE MAST IS A THREE
 FE2333'LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 189 FEET.  IT IS
 FE2333'GUYED, HAS A RED BLINKER LIGHT ON THE TOP AND IS PAINTED IN
 FE2333'ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.
 FE2333'
 FE2333'THE MAST IS LOCATED AT THE WEST EDGE OF JACKSON.
 FE2333'
 FE2333'TO REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2333'HIGHWAY 20 AT THE WEST EDGE OF JACKSON, GO NORTHWEST ON HIGHWAY 20
 FE2333'FOR 0.9 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT ON THE PAVED ROAD
 FE2333'AND GO SOUTH FOR 0.15 MILE TO A RAILROAD CROSSING AND A GRAVELED ROAD
 FE2333'RIGHT.  TURN RIGHT ON THE GRAVELED ROAD AND GO WEST FOR 0.1 MILE TO
 FE2333'THE GAS BULK PLANT ON THE RIGHT AND THE MAST ABOUT 300 FEET WEST OF
 FE2333'THE WEST EDGE OF THE PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2334 ***********************************************************************
 FE2334  DESIGNATION -  JACKSON RAD STA WDXI NE MAST
 FE2334  PID         -  FE2334
 FE2334  STATE/COUNTY-  TN/MADISON
 FE2334  USGS QUAD   -  JACKSON NORTH (1983)
 FE2334
 FE2334                         *CURRENT SURVEY CONTROL
 FE2334  ___________________________________________________________________
 FE2334* NAD 83(1995)-  35 39 52.52331(N)    088 49 16.11653(W)     ADJUSTED  
 FE2334* NAVD 88     -                                                        
 FE2334  ___________________________________________________________________
 FE2334  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2334  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2334
 FE2334  HORZ ORDER  -  THIRD
 FE2334
 FE2334.The horizontal coordinates were established by classical geodetic methods
 FE2334.and adjusted by the National Geodetic Survey in April 1999..
 FE2334
 FE2334
 FE2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2334
 FE2334.The geoid height was determined by GEOID03.
 FE2334
 FE2334;                    North         East     Units Scale Factor Converg.
 FE2334;SPC TN       -   151,382.766   344,610.006   MT  0.99995275   -1 39 05.8
 FE2334;SPC TN       -   496,661.62  1,130,607.99   sFT  0.99995275   -1 39 05.8
 FE2334;UTM  16      - 3,948,275.267   335,163.495   MT  0.99993483   -1 03 43.3
 FE2334
 FE2334                          SUPERSEDED SURVEY CONTROL
 FE2334
 FE2334  NAD 83(1995)-  35 39 52.52793(N)    088 49 16.12125(W) AD(       ) 4
 FE2334  NAD 83(1986)-  35 39 52.53479(N)    088 49 16.11739(W) AD(       ) 4
 FE2334  NAD 27      -  35 39 52.28300(N)    088 49 15.91200(W) AD(       ) 3
 FE2334
 FE2334.Superseded values are not recommended for survey control.
 FE2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2334.See file dsdata.txt to determine how the superseded data were derived.
 FE2334
 FE2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3516348275(NAD 83)
 FE2334_MARKER: 42 = RADIO/TV MAST
 FE2334
 FE2334  HISTORY     - Date     Condition        Report By
 FE2334  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2334
 FE2334                          STATION DESCRIPTION
 FE2334
 FE2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2334'THE STATIONS ARE THE CENTER OF THE TOP OF THE FOUR MASTS OWNED BY THE
 FE2334'JACKSON, RADIO AND TELEVISION STATION.  THEY ARE LOCATED 1.8 MILES
 FE2334'NORTH OF THE JACKSON CITY LIMITS, 0.3 MILE EAST OF U.S. HIGHWAY 45 AT
 FE2334'THE SOUTH SIDE OF THE RIDGECREST CEMETERY AND AT THE EAST SIDE OF THE
 FE2334'WDXI RADIO STATION TRANSMITTING BUILDING.
 FE2334'
 FE2334'THE FOUR MASTS ARE IDENTICAL AND SET IN A NW, SW, NE, SE DIRECTION.
 FE2334'THEY ARE A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES,
 FE2334'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAVE BLINKING RED
 FE2334'LIGHTS AT THE TOP, OVERALL HEIGHT IS 207 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2335 ***********************************************************************
 FE2335  DESIGNATION -  JACKSON RAD STA WDXI NW MAST
 FE2335  PID         -  FE2335
 FE2335  STATE/COUNTY-  TN/MADISON
 FE2335  USGS QUAD   -  JACKSON NORTH (1983)
 FE2335
 FE2335                         *CURRENT SURVEY CONTROL
 FE2335  ___________________________________________________________________
 FE2335* NAD 83(1995)-  35 39 53.12823(N)    088 49 21.31904(W)     ADJUSTED  
 FE2335* NAVD 88     -                                                        
 FE2335  ___________________________________________________________________
 FE2335  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2335  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2335
 FE2335  HORZ ORDER  -  THIRD
 FE2335
 FE2335.The horizontal coordinates were established by classical geodetic methods
 FE2335.and adjusted by the National Geodetic Survey in April 1999..
 FE2335
 FE2335
 FE2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2335
 FE2335.The geoid height was determined by GEOID03.
 FE2335
 FE2335;                    North         East     Units Scale Factor Converg.
 FE2335;SPC TN       -   151,405.174   344,479.756   MT  0.99995274   -1 39 08.8
 FE2335;SPC TN       -   496,735.14  1,130,180.67   sFT  0.99995274   -1 39 08.8
 FE2335;UTM  16      - 3,948,296.332   335,033.023   MT  0.99993536   -1 03 46.4
 FE2335
 FE2335                          SUPERSEDED SURVEY CONTROL
 FE2335
 FE2335  NAD 83(1995)-  35 39 53.13285(N)    088 49 21.32376(W) AD(       ) 4
 FE2335  NAD 83(1986)-  35 39 53.13973(N)    088 49 21.31988(W) AD(       ) 4
 FE2335  NAD 27      -  35 39 52.88800(N)    088 49 21.11400(W) AD(       ) 3
 FE2335
 FE2335.Superseded values are not recommended for survey control.
 FE2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2335.See file dsdata.txt to determine how the superseded data were derived.
 FE2335
 FE2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3503348296(NAD 83)
 FE2335_MARKER: 42 = RADIO/TV MAST
 FE2335
 FE2335  HISTORY     - Date     Condition        Report By
 FE2335  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2335
 FE2335                          STATION DESCRIPTION
 FE2335
 FE2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2335'THE STATIONS ARE THE CENTER OF THE TOP OF THE FOUR MASTS OWNED BY THE
 FE2335'JACKSON, RADIO AND TELEVISION STATION.  THEY ARE LOCATED
 FE2335'1.8 MILES NORTH OF THE JACKSON CITY LIMITS, 0.3 MILE EAST OF U.S.
 FE2335'HIGHWAY 45 AT THE SOUTH SIDE OF THE RIDGECREST CEMETERY
 FE2335'AND AT THE EAST SIDE OF THE WDXI RADIO STATION TRANSMITTING BUILDING.
 FE2335'
 FE2335'THE FOUR MASTS ARE IDENTICAL AND SET IN A NW, SW, NE, SE DIRECTION.
 FE2335'THEY ARE A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES,
 FE2335'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAVE BLINKING RED
 FE2335'LIGHTS AT THE TOP, OVERALL HEIGHT IS 207 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2336 ***********************************************************************
 FE2336  DESIGNATION -  JACKSON RAD STA WDXI SE MAST
 FE2336  PID         -  FE2336
 FE2336  STATE/COUNTY-  TN/MADISON
 FE2336  USGS QUAD   -  JACKSON NORTH (1983)
 FE2336
 FE2336                         *CURRENT SURVEY CONTROL
 FE2336  ___________________________________________________________________
 FE2336* NAD 83(1995)-  35 39 50.68659(N)    088 49 16.43732(W)     ADJUSTED  
 FE2336* NAVD 88     -                                                        
 FE2336  ___________________________________________________________________
 FE2336  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2336  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2336
 FE2336  HORZ ORDER  -  THIRD
 FE2336
 FE2336.The horizontal coordinates were established by classical geodetic methods
 FE2336.and adjusted by the National Geodetic Survey in April 1999..
 FE2336
 FE2336
 FE2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2336
 FE2336.The geoid height was determined by GEOID03.
 FE2336
 FE2336;                    North         East     Units Scale Factor Converg.
 FE2336;SPC TN       -   151,326.417   344,600.310   MT  0.99995278   -1 39 06.0
 FE2336;SPC TN       -   496,476.75  1,130,576.18   sFT  0.99995278   -1 39 06.0
 FE2336;UTM  16      - 3,948,218.822   335,154.379   MT  0.99993487   -1 03 43.5
 FE2336
 FE2336                          SUPERSEDED SURVEY CONTROL
 FE2336
 FE2336  NAD 83(1995)-  35 39 50.69121(N)    088 49 16.44204(W) AD(       ) 4
 FE2336  NAD 83(1986)-  35 39 50.69807(N)    088 49 16.43817(W) AD(       ) 4
 FE2336  NAD 27      -  35 39 50.44700(N)    088 49 16.23300(W) AD(       ) 3
 FE2336
 FE2336.Superseded values are not recommended for survey control.
 FE2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2336.See file dsdata.txt to determine how the superseded data were derived.
 FE2336
 FE2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3515448219(NAD 83)
 FE2336_MARKER: 42 = RADIO/TV MAST
 FE2336
 FE2336  HISTORY     - Date     Condition        Report By
 FE2336  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2336
 FE2336                          STATION DESCRIPTION
 FE2336
 FE2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2336'THE STATIONS ARE THE CENTER OF THE TOP OF THE FOUR MASTS OWNED BY THE
 FE2336'JACKSON, RADIO AND TELEVISION STATION.  THEY ARE LOCATED
 FE2336'1.8 MILES NORTH OF THE JACKSON CITY LIMITS, 0.3 MILE EAST OF U.S.
 FE2336'HIGHWAY 45 AT THE SOUTH SIDE OF THE RIDGECREST CEMETERY
 FE2336'AND AT THE EAST SIDE OF THE WDXI RADIO STATION TRANSMITTING BUILDING.
 FE2336'
 FE2336'THE FOUR MASTS ARE IDENTICAL AND SET IN A NW, SW, NE, SE DIRECTION.
 FE2336'THEY ARE A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES,
 FE2336'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAVE BLINKING RED
 FE2336'LIGHTS AT THE TOP, OVERALL HEIGHT IS 207 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2337 ***********************************************************************
 FE2337  DESIGNATION -  JACKSON RAD STA WDXI SW MAST
 FE2337  PID         -  FE2337
 FE2337  STATE/COUNTY-  TN/MADISON
 FE2337  USGS QUAD   -  JACKSON NORTH (1983)
 FE2337
 FE2337                         *CURRENT SURVEY CONTROL
 FE2337  ___________________________________________________________________
 FE2337* NAD 83(1995)-  35 39 51.29189(N)    088 49 21.63758(W)     ADJUSTED  
 FE2337* NAVD 88     -                                                        
 FE2337  ___________________________________________________________________
 FE2337  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2337  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2337
 FE2337  HORZ ORDER  -  THIRD
 FE2337
 FE2337.The horizontal coordinates were established by classical geodetic methods
 FE2337.and adjusted by the National Geodetic Survey in April 1999..
 FE2337
 FE2337
 FE2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2337
 FE2337.The geoid height was determined by GEOID03.
 FE2337
 FE2337;                    North         East     Units Scale Factor Converg.
 FE2337;SPC TN       -   151,348.834   344,470.116   MT  0.99995277   -1 39 09.0
 FE2337;SPC TN       -   496,550.30  1,130,149.04   sFT  0.99995277   -1 39 09.0
 FE2337;UTM  16      - 3,948,239.898   335,023.963   MT  0.99993540   -1 03 46.5
 FE2337
 FE2337                          SUPERSEDED SURVEY CONTROL
 FE2337
 FE2337  NAD 83(1995)-  35 39 51.29652(N)    088 49 21.64229(W) AD(       ) 4
 FE2337  NAD 83(1986)-  35 39 51.30337(N)    088 49 21.63843(W) AD(       ) 4
 FE2337  NAD 27      -  35 39 51.05200(N)    088 49 21.43300(W) AD(       ) 3
 FE2337
 FE2337.Superseded values are not recommended for survey control.
 FE2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2337.See file dsdata.txt to determine how the superseded data were derived.
 FE2337
 FE2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3502448240(NAD 83)
 FE2337_MARKER: 42 = RADIO/TV MAST
 FE2337
 FE2337  HISTORY     - Date     Condition        Report By
 FE2337  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2337
 FE2337                          STATION DESCRIPTION
 FE2337
 FE2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2337'THE STATIONS ARE THE CENTER OF THE TOP OF THE FOUR MASTS OWNED BY THE
 FE2337'JACKSON, RADIO AND TELEVISION STATION.  THEY ARE LOCATED
 FE2337'1.8 MILES NORTH OF THE JACKSON CITY LIMITS, 0.3 MILE EAST OF U.S.
 FE2337'HIGHWAY 45 AT THE SOUTH SIDE OF THE RIDGECREST CEMETERY
 FE2337'AND AT THE EAST SIDE OF THE WDXI RADIO STATION TRANSMITTING BUILDING.
 FE2337'
 FE2337'THE FOUR MASTS ARE IDENTICAL AND SET IN A NW, SW, NE, SE DIRECTION.
 FE2337'THEY ARE A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES,
 FE2337'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAVE BLINKING RED
 FE2337'LIGHTS AT THE TOP, OVERALL HEIGHT IS 207 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2338 ***********************************************************************
 FE2338  DESIGNATION -  JACKSON RAD STA WJAK MAST
 FE2338  PID         -  FE2338
 FE2338  STATE/COUNTY-  TN/MADISON
 FE2338  USGS QUAD   -  JACKSON NORTH (1983)
 FE2338
 FE2338                         *CURRENT SURVEY CONTROL
 FE2338  ___________________________________________________________________
 FE2338* NAD 83(1995)-  35 38 37.25930(N)    088 46 24.06567(W)     ADJUSTED  
 FE2338* NAVD 88     -                                                        
 FE2338  ___________________________________________________________________
 FE2338  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FE2338  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2338
 FE2338  HORZ ORDER  -  THIRD
 FE2338
 FE2338.The horizontal coordinates were established by classical geodetic methods
 FE2338.and adjusted by the National Geodetic Survey in April 1999..
 FE2338
 FE2338
 FE2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2338
 FE2338.The geoid height was determined by GEOID03.
 FE2338
 FE2338;                    North         East     Units Scale Factor Converg.
 FE2338;SPC TN       -   148,940.498   348,869.580   MT  0.99995389   -1 37 25.1
 FE2338;SPC TN       -   488,648.95  1,144,582.95   sFT  0.99995389   -1 37 25.1
 FE2338;UTM  16      - 3,945,877.039   339,447.867   MT  0.99991765   -1 02 01.1
 FE2338
 FE2338                          SUPERSEDED SURVEY CONTROL
 FE2338
 FE2338  NAD 83(1995)-  35 38 37.26408(N)    088 46 24.07075(W) AD(       ) 4
 FE2338  NAD 83(1986)-  35 38 37.27074(N)    088 46 24.06664(W) AD(       ) 4
 FE2338  NAD 27      -  35 38 37.01700(N)    088 46 23.86400(W) AD(       ) 3
 FE2338
 FE2338.Superseded values are not recommended for survey control.
 FE2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2338.See file dsdata.txt to determine how the superseded data were derived.
 FE2338
 FE2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3944845877(NAD 83)
 FE2338_MARKER: 42 = RADIO/TV MAST
 FE2338
 FE2338  HISTORY     - Date     Condition        Report By
 FE2338  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2338
 FE2338                          STATION DESCRIPTION
 FE2338
 FE2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2338'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  THE MAST IS 180
 FE2338'FEET HIGH AND SUPPORTED BY GUY WIRES.  IT IS PAINTED ALTERNATELY RED
 FE2338'AND WHITE.  IT IS ABOUT 1 MILE EAST OF JACKSON ON THE BROWNS CHURCH
 FE2338'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2339 ***********************************************************************
 FE2339  DESIGNATION -  JACKSON RAD STA WTJS FM MAST
 FE2339  PID         -  FE2339
 FE2339  STATE/COUNTY-  TN/MADISON
 FE2339  USGS QUAD   -  JACKSON NORTH (1983)
 FE2339
 FE2339                         *CURRENT SURVEY CONTROL
 FE2339  ___________________________________________________________________
 FE2339* NAD 83(1995)-  35 38 47.12622(N)    088 49 58.32422(W)     ADJUSTED  
 FE2339* NAVD 88     -                                                        
 FE2339  ___________________________________________________________________
 FE2339  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2339  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2339
 FE2339  HORZ ORDER  -  THIRD
 FE2339
 FE2339.The horizontal coordinates were established by classical geodetic methods
 FE2339.and adjusted by the National Geodetic Survey in April 1999..
 FE2339
 FE2339
 FE2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2339
 FE2339.The geoid height was determined by GEOID03.
 FE2339
 FE2339;                    North         East     Units Scale Factor Converg.
 FE2339;SPC TN       -   149,398.814   343,490.599   MT  0.99995374   -1 39 30.5
 FE2339;SPC TN       -   490,152.61  1,126,935.41   sFT  0.99995374   -1 39 30.5
 FE2339;UTM  16      - 3,946,279.928   334,064.588   MT  0.99993931   -1 04 06.3
 FE2339
 FE2339                          SUPERSEDED SURVEY CONTROL
 FE2339
 FE2339  NAD 83(1995)-  35 38 47.13105(N)    088 49 58.32899(W) AD(       ) 4
 FE2339  NAD 83(1986)-  35 38 47.13771(N)    088 49 58.32507(W) AD(       ) 4
 FE2339  NAD 27      -  35 38 46.88400(N)    088 49 58.12000(W) AD(       ) 3
 FE2339
 FE2339.Superseded values are not recommended for survey control.
 FE2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2339.See file dsdata.txt to determine how the superseded data were derived.
 FE2339
 FE2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3406546280(NAD 83)
 FE2339_MARKER: 42 = RADIO/TV MAST
 FE2339
 FE2339  HISTORY     - Date     Condition        Report By
 FE2339  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2339  HISTORY     - 1959     GOOD             CGS
 FE2339  HISTORY     - 1965     GOOD             CGS
 FE2339
 FE2339                          STATION DESCRIPTION
 FE2339
 FE2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2339'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE CENTER OF THE CITY
 FE2339'OF JACKSON.  IT IS A FOUR LEGGED STEEL RADIO MAST PAINTED RED AND
 FE2339'WHITE AND ABOUT 550 FEET HIGH.  THE POINT OBSERVED ON WAS THE CENTER
 FE2339'OF THE RED LIGHT ON TOP OF THE MAST.
 FE2339'
 FE2339'TO REACH THE STATION FROM THE POST OFFICE IN JACKSON GO NORTH ON U.S.
 FE2339'HIGHWAY 45 FOR 2.7 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 0.3
 FE2339'MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.2 MILE TO THE STATION.
 FE2339
 FE2339                          STATION RECOVERY (1959)
 FE2339
 FE2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2339'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF JACKSON.  IT IS A
 FE2339'4-LEGGED STEEL STRUCTURE, PAINTED IN COLORS RED AND WHITE IN
 FE2339'ALTERNATING SECTIONS, THAT IS 500 FEET HIGH AND SUPPORTS A 54 FOOT
 FE2339'DIAPOLE.  THE OVERALL HEIGHT IS 554 FEET.  THE POINT OF
 FE2339'INTERSECTION IS THE TOP AND CENTER OF THE DIAPOLE.
 FE2339'
 FE2339'TO REACH THE STATION FROM THE JUNCTION OF RADIO ROAD AND U.S. HIGHWAY
 FE2339'45 IN NORTHWESTERN SECTION OF JACKSON GO WEST ON RADIO ROAD FOR 0.3
 FE2339'MILE TO A SIGN PIGFORD WOODS GIRL SCOUT CAMP AND SIDE ROAD LEFT.
 FE2339'TURN LEFT AND GO 0.2 MILE TO THE STATION.
 FE2339
 FE2339                          STATION RECOVERY (1965)
 FE2339
 FE2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2339'THE STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN GOOD
 FE2339'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2361 ***********************************************************************
 FE2361  DESIGNATION -  JACKSON RAD STA WTJS NE MAST
 FE2361  PID         -  FE2361
 FE2361  STATE/COUNTY-  TN/MADISON
 FE2361  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2361
 FE2361                         *CURRENT SURVEY CONTROL
 FE2361  ___________________________________________________________________
 FE2361* NAD 83(1995)-  35 34 56.47729(N)    088 48 40.85925(W)     ADJUSTED  
 FE2361* NAVD 88     -                                                        
 FE2361  ___________________________________________________________________
 FE2361  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FE2361  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2361
 FE2361  HORZ ORDER  -  THIRD
 FE2361
 FE2361.The horizontal coordinates were established by classical geodetic methods
 FE2361.and adjusted by the National Geodetic Survey in April 1999..
 FE2361
 FE2361
 FE2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2361
 FE2361.The geoid height was determined by GEOID03.
 FE2361
 FE2361;                    North         East     Units Scale Factor Converg.
 FE2361;SPC TN       -   142,237.285   345,234.305   MT  0.99995800   -1 38 45.2
 FE2361;SPC TN       -   466,656.83  1,132,656.22   sFT  0.99995800   -1 38 45.2
 FE2361;UTM  16      - 3,939,136.906   335,882.017   MT  0.99993192   -1 03 15.2
 FE2361
 FE2361                          SUPERSEDED SURVEY CONTROL
 FE2361
 FE2361  NAD 83(1995)-  35 34 56.48237(N)    088 48 40.86416(W) AD(       ) 4
 FE2361  NAD 83(1986)-  35 34 56.48887(N)    088 48 40.86017(W) AD(       ) 4
 FE2361  NAD 27      -  35 34 56.22500(N)    088 48 40.65600(W) AD(       ) 3
 FE2361
 FE2361.Superseded values are not recommended for survey control.
 FE2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2361.See file dsdata.txt to determine how the superseded data were derived.
 FE2361
 FE2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3588239137(NAD 83)
 FE2361_MARKER: 42 = RADIO/TV MAST
 FE2361
 FE2361  HISTORY     - Date     Condition        Report By
 FE2361  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2361
 FE2361                          STATION DESCRIPTION
 FE2361
 FE2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2361'THE STATIONS ARE THE CENTER OF THE TOP OF THE TWO MASTS, OWNED BY
 FE2361'JACKSON, RADIO STATION WTJS.  THEY ARE LOCATED ABOUT 1.4 MILES
 FE2361'SOUTH OF THE SOUTH EDGE OF JACKSON, 0.1 MILE EAST OF U.S. HIGHWAY 45
 FE2361'S AT THE WTJS TRANSMITTING BUILDING.
 FE2361'
 FE2361'THE TWO MASTS ARE IDENTICAL AND SET IN A NE, SW DIRECTION.  THEY ARE
 FE2361'A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES, PAINTED IN
 FE2361'ALTERNATE SECTIONS OF ORANGE AND WHITE AND HAVE A DOUBLE SET OF RED
 FE2361'OBSTRUCTION LIGHTS AT THE TOP.  OVERALL HEIGHT IS 197 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2362 ***********************************************************************
 FE2362  DESIGNATION -  JACKSON RADIO STA WTJS SW MAST
 FE2362  PID         -  FE2362
 FE2362  STATE/COUNTY-  TN/MADISON
 FE2362  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2362
 FE2362                         *CURRENT SURVEY CONTROL
 FE2362  ___________________________________________________________________
 FE2362* NAD 83(1995)-  35 34 54.09655(N)    088 48 45.96133(W)     ADJUSTED  
 FE2362* NAVD 88     -                                                        
 FE2362  ___________________________________________________________________
 FE2362  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FE2362  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2362
 FE2362  HORZ ORDER  -  THIRD
 FE2362
 FE2362.The horizontal coordinates were established by classical geodetic methods
 FE2362.and adjusted by the National Geodetic Survey in April 1999..
 FE2362
 FE2362
 FE2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2362
 FE2362.The geoid height was determined by GEOID03.
 FE2362
 FE2362;                    North         East     Units Scale Factor Converg.
 FE2362;SPC TN       -   142,167.635   345,103.800   MT  0.99995805   -1 38 48.1
 FE2362;SPC TN       -   466,428.32  1,132,228.05   sFT  0.99995805   -1 38 48.1
 FE2362;UTM  16      - 3,939,065.914   335,752.242   MT  0.99993245   -1 03 18.1
 FE2362
 FE2362                          SUPERSEDED SURVEY CONTROL
 FE2362
 FE2362  NAD 83(1995)-  35 34 54.10163(N)    088 48 45.96624(W) AD(       ) 4
 FE2362  NAD 83(1986)-  35 34 54.10811(N)    088 48 45.96226(W) AD(       ) 4
 FE2362  NAD 27      -  35 34 53.84500(N)    088 48 45.75800(W) AD(       ) 3
 FE2362
 FE2362.Superseded values are not recommended for survey control.
 FE2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2362.See file dsdata.txt to determine how the superseded data were derived.
 FE2362
 FE2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3575239066(NAD 83)
 FE2362_MARKER: 42 = RADIO/TV MAST
 FE2362
 FE2362  HISTORY     - Date     Condition        Report By
 FE2362  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2362
 FE2362                          STATION DESCRIPTION
 FE2362
 FE2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2362'THE STATIONS ARE THE CENTER OF THE TOP OF THE TWO MASTS, OWNED BY
 FE2362'JACKSON, RADIO STATION WTJS.  THEY ARE LOCATED ABOUT
 FE2362'1.4 MILES SOUTH OF THE SOUTH EDGE OF JACKSON, 0.1 MILE EAST OF U.S.
 FE2362'HIGHWAY 45 S AT THE WTJS TRANSMITTING BUILDING.
 FE2362'
 FE2362'THE TWO MASTS ARE IDENTICAL AND SET IN A NE, SW DIRECTION.  THEY ARE
 FE2362'A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURES,
 FE2362'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND HAVE A DOUBLE
 FE2362'SET OF RED OBSTRUCTION LIGHTS AT THE TOP.  OVERALL HEIGHT
 FE2362'IS 197 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0979 ***********************************************************************
 FE0979  DESIGNATION -  JACKSON RM 1
 FE0979  PID         -  FE0979
 FE0979  STATE/COUNTY-  TN/FAYETTE
 FE0979  USGS QUAD   -  MOSCOW SE (1983)
 FE0979
 FE0979                         *CURRENT SURVEY CONTROL
 FE0979  ___________________________________________________________________
 FE0979* NAD 83(1986)-  35 02 56.     (N)    089 19 34.     (W)     SCALED    
 FE0979* NAVD 88     -       164.858  (meters)     540.87   (feet)  ADJUSTED  
 FE0979  ___________________________________________________________________
 FE0979  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0979  DYNAMIC HT  -         164.703 (meters)     540.36  (feet)  COMP
 FE0979  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FE0979
 FE0979  VERT ORDER  -  FIRST     CLASS II
 FE0979
 FE0979.The horizontal coordinates were scaled from a topographic map and have
 FE0979.an estimated accuracy of +/- 6 seconds.
 FE0979
 FE0979.The orthometric height was determined by differential leveling
 FE0979.and adjusted by the National Geodetic Survey in June 1991..
 FE0979
 FE0979.The geoid height was determined by GEOID03.
 FE0979
 FE0979.The dynamic height is computed by dividing the NAVD 88
 FE0979.geopotential number by the normal gravity value computed on the
 FE0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0979.degrees latitude (g = 980.6199 gals.).
 FE0979
 FE0979.The modeled gravity was interpolated from observed gravity values.
 FE0979
 FE0979;                    North         East    Units  Estimated Accuracy
 FE0979;SPC TN       -    84,550.      296,590.      MT  (+/- 180 meters Scaled)
 FE0979
 FE0979                          SUPERSEDED SURVEY CONTROL
 FE0979
 FE0979  NGVD 29 (??/??/??)  164.801  (m)          540.68   (f) ADJUSTED    1 2
 FE0979
 FE0979.Superseded values are not recommended for survey control.
 FE0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0979.See file dsdata.txt to determine how the superseded data were derived.
 FE0979
 FE0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD878809(NAD 83)
 FE0979_MARKER: DR = REFERENCE MARK DISK
 FE0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0979_STAMPING: JACKSON NO 1 1934
 FE0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0979+STABILITY: SURFACE MOTION
 FE0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0979+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 FE0979
 FE0979  HISTORY     - Date     Condition        Report By
 FE0979  HISTORY     - 1914     MONUMENTED       CGS
 FE0979  HISTORY     - 1944     GOOD             CGS
 FE0979  HISTORY     - 1966     GOOD             CGS
 FE0979  HISTORY     - 20060506 GOOD             GEOCAC
 FE0979
 FE0979                          STATION DESCRIPTION
 FE0979
 FE0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0979'NEAR MOSCOW.
 FE0979'140 FEET NORTH OF TRIANGULATION STATION JACKSON, DESCRIBED ABOVE,
 FE0979'AND 13 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FE0979'REFERENCE-MARK DISK, STAMPED JACKSON NO. 1 1934 AND SET IN THE
 FE0979'TOP OF A CONCRETE POST.
 FE0979
 FE0979                          STATION RECOVERY (1966)
 FE0979
 FE0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FE0979'RECOVERED IN GOOD CONDITION.
 FE0979
 FE0979                          STATION RECOVERY (2006)
 FE0979
 FE0979'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE0979'THE DESCRIPTION BELOW WAS USED FOR FE0978, STATION JACKSON FOR WHICH
 FE0979'THIS IS A REFERENCE MARK.
 FE0979' 
 FE0979'THE MARK AND BOTH REFERENCE MARKS, ONE OF WHICH IS FE0979, WERE
 FE0979'RECOVERED IN GOOD CONDITION.  THE MARKS ARE NOW ON LAND OWNED BY MR
 FE0979'BOBBY PIDGEON OF PIDGEON ENTERPRISES OF GERMANTOWN TENNESSEE.  MR
 FE0979'PIDGEON PROVIDED US ESCORED ACCESS TO THE MARKS AND NEW EXACTLY WHERE
 FE0979'THEY WERE LOCATED.
 FE0979' 
 FE0979'THE TO REACH IS NOT SPECIFIC AT THE REQUEST OF THE LAND OWNER.  THE
 FE0979'MARK CAN BE ACCESSED BY GOING IN HIS PRIVATE DRIVE, THEN ACROSS A
 FE0979'LOCKED PASTURE TO THE REMAINS OF A DIM WOODS ROAD HEAVILY OVERGROWN.
 FE0979'THE MARK AND BOTH REFERENCE MARKS ARE IN THE LOCATIONS THEY SHOULD BE
 FE0979'WITH METAL WITNESS POSTS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0409 ***********************************************************************
 FF0409  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0409  DESIGNATION -  JACKSON RM 1
 FF0409  PID         -  FF0409
 FF0409  STATE/COUNTY-  TN/SHELBY
 FF0409  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0409
 FF0409                         *CURRENT SURVEY CONTROL
 FF0409  ___________________________________________________________________
 FF0409* NAD 83(1995)-  35 09 35.13097(N)    090 01 07.41921(W)     ADJUSTED  
 FF0409* NAVD 88     -        71.79   (meters)     235.5    (feet)  GPS OBS   
 FF0409  ___________________________________________________________________
 FF0409  X           -      -1,706.287 (meters)                     COMP
 FF0409  Y           -  -5,220,276.644 (meters)                     COMP
 FF0409  Z           -   3,652,396.926 (meters)                     COMP
 FF0409  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FF0409  ELLIP HEIGHT-          44.46  (meters)          (05/31/05) GPS OBS
 FF0409  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0409  DYNAMIC HT  -          71.72  (meters)     235.3   (feet)  COMP
 FF0409  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF0409
 FF0409  HORZ ORDER  -  FIRST
 FF0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FF0409  ELLP ORDER  -  FOURTH    CLASS II
 FF0409
 FF0409.The horizontal coordinates were established by GPS observations
 FF0409.and adjusted by the National Geodetic Survey in May 2005..
 FF0409
 FF0409.The orthometric height was determined by GPS observations and a
 FF0409.high-resolution geoid model using precise GPS observation and
 FF0409.processing techniques. It supersedes the leveled height previously
 FF0409.determined for this station.
 FF0409.The vertical order pertains to the first NAVD 88 superseded value.
 FF0409
 FF0409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0409
 FF0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0409
 FF0409.The ellipsoidal height was determined by GPS observations
 FF0409.and is referenced to NAD 83.
 FF0409
 FF0409.The geoid height was determined by GEOID03.
 FF0409
 FF0409.The dynamic height is computed by dividing the NAVD 88
 FF0409.geopotential number by the normal gravity value computed on the
 FF0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0409.degrees latitude (g = 980.6199 gals.).
 FF0409
 FF0409.The modeled gravity was interpolated from observed gravity values.
 FF0409
 FF0409;                    North         East     Units Scale Factor Converg.
 FF0409;SPC TN       -    99,209.281   233,948.792   MT  1.00001715   -2 21 09.8
 FF0409;SPC TN       -   325,489.12    767,547.00   sFT  1.00001715   -2 21 09.8
 FF0409;UTM  15      - 3,894,830.517   771,557.835   MT  1.00050893   +1 43 04.2
 FF0409;UTM  16      - 3,894,933.513   225,029.393   MT  1.00053192   -1 44 22.0
 FF0409
 FF0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0409!SPC TN       -   0.99999302  x   1.00001715  =   1.00001017
 FF0409!UTM  15      -   0.99999302  x   1.00050893  =   1.00050195
 FF0409!UTM  16      -   0.99999302  x   1.00053192  =   1.00052494
 FF0409
 FF0409                          SUPERSEDED SURVEY CONTROL
 FF0409
 FF0409  NAVD 88 (06/15/91)   71.771  (m)          235.47   (f) ADJUSTED    2 0
 FF0409  NGVD 29 (??/??/??)   71.743  (m)          235.38   (f) ADJUSTED    2 0
 FF0409
 FF0409.Superseded values are not recommended for survey control.
 FF0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0409.See file dsdata.txt to determine how the superseded data were derived.
 FF0409
 FF0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7155894831(NAD 83)
 FF0409_MARKER: DR = REFERENCE MARK DISK
 FF0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0409_SP_SET: SIDEWALK
 FF0409_STAMPING: JACKSON NO 1 1959
 FF0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0409+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FF0409
 FF0409  HISTORY     - Date     Condition        Report By
 FF0409  HISTORY     - 1959     MONUMENTED       CGS
 FF0409  HISTORY     - 19950910 GOOD             TN1620
 FF0409  HISTORY     - 20021024 GOOD             USACE
 FF0409  HISTORY     - 20030702 GOOD             EMCINC
 FF0409
 FF0409                          STATION DESCRIPTION
 FF0409
 FF0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0409'IN MEMPHIS.
 FF0409'THE MARK IS LOCATED AT THE JACKSON STATION SITE, SET IN A DRILL
 FF0409'HOLE IN THE SIDEWALK, FLUSH WITH THE SIDEWALK.  IT IS 49 FEET
 FF0409'NORTH OF POWER LINE POLE NUMBER 71-749, 27 FEET EAST OF THE
 FF0409'CENTER OF N. BELLEVUE BLVD., 11 FEET WEST OF THE SOUTHWEST
 FF0409'CORNER OF A HOUSE, NUMBER 752 AND 3 FEET EAST OF THE EAST CURB
 FF0409'OF N. BELLEVUE BLVD, 128.3 FEET NORTH-NORTHEAST OF THE STATION
 FF0409'MARK.
 FF0409
 FF0409                          STATION RECOVERY (1995)
 FF0409
 FF0409'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0409'RECOVERED IN GOOD CONDITION.
 FF0409
 FF0409                          STATION RECOVERY (2002)
 FF0409
 FF0409'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0409'RECOVERED IN GOOD CONDITION.
 FF0409
 FF0409                          STATION RECOVERY (2003)
 FF0409
 FF0409'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0409'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0408 ***********************************************************************
 FF0408  DESIGNATION -  JACKSON RM 2
 FF0408  PID         -  FF0408
 FF0408  STATE/COUNTY-  TN/SHELBY
 FF0408  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0408
 FF0408                         *CURRENT SURVEY CONTROL
 FF0408  ___________________________________________________________________
 FF0408* NAD 83(1986)-  35 09 32.     (N)    090 01 07.     (W)     SCALED    
 FF0408* NAVD 88     -        72.744  (meters)     238.66   (feet)  ADJUSTED  
 FF0408  ___________________________________________________________________
 FF0408  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0408  DYNAMIC HT  -          72.678 (meters)     238.44  (feet)  COMP
 FF0408  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 FF0408
 FF0408  VERT ORDER  -  SECOND    CLASS 0
 FF0408
 FF0408.The horizontal coordinates were scaled from a topographic map and have
 FF0408.an estimated accuracy of +/- 6 seconds.
 FF0408
 FF0408.The orthometric height was determined by differential leveling
 FF0408.and adjusted by the National Geodetic Survey in June 1991..
 FF0408
 FF0408.The geoid height was determined by GEOID03.
 FF0408
 FF0408.The dynamic height is computed by dividing the NAVD 88
 FF0408.geopotential number by the normal gravity value computed on the
 FF0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0408.degrees latitude (g = 980.6199 gals.).
 FF0408
 FF0408.The modeled gravity was interpolated from observed gravity values.
 FF0408
 FF0408;                    North         East    Units  Estimated Accuracy
 FF0408;SPC TN       -    99,110.      233,960.      MT  (+/- 180 meters Scaled)
 FF0408
 FF0408                          SUPERSEDED SURVEY CONTROL
 FF0408
 FF0408  NGVD 29 (??/??/??)   72.717  (m)          238.57   (f) ADJUSTED    2 0
 FF0408
 FF0408.Superseded values are not recommended for survey control.
 FF0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0408.See file dsdata.txt to determine how the superseded data were derived.
 FF0408
 FF0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU715947(NAD 83)
 FF0408_MARKER: DR = REFERENCE MARK DISK
 FF0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0408_SP_SET: SIDEWALK
 FF0408_STAMPING: JACKSON NO 2 1959
 FF0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0408+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF0408
 FF0408  HISTORY     - Date     Condition        Report By
 FF0408  HISTORY     - 1959     MONUMENTED       CGS
 FF0408  HISTORY     - 19950910 GOOD             TN1620
 FF0408  HISTORY     - 20021024 GOOD             USACE
 FF0408
 FF0408                          STATION DESCRIPTION
 FF0408
 FF0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0408'IN MEMPHIS.
 FF0408'THE MARK IS LOCATED AT THE JACKSON STATION SITE, SET IN A DRILL
 FF0408'HOLE IN THE SIDEWALK, FLUSH WITH THE SIDEWALK.  IT IS 99.1 FEET
 FF0408'SOUTHEAST OF THE STATION MARK, 27 FEET EAST OF THE CENTER OF
 FF0408'N. BELLEVUE BLVD., 19 FEET WEST OF THE SOUTHWEST CORNER OF A
 FF0408'HOUSE, NUMBER 734, 16 FEET NORTH OF POWER LINE POLE NUMBER
 FF0408'28618 AND 3 FEET EAST OF THE EAST CURB OF N. BELLEVUE BLVD.
 FF0408
 FF0408                          STATION RECOVERY (1995)
 FF0408
 FF0408'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF0408'RECOVERED IN GOOD CONDITION.
 FF0408
 FF0408                          STATION RECOVERY (2002)
 FF0408
 FF0408'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2363 ***********************************************************************
 FE2363  DESIGNATION -  JACKSON SCHAEFER LUMBER STACK
 FE2363  PID         -  FE2363
 FE2363  STATE/COUNTY-  TN/MADISON
 FE2363  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2363
 FE2363                         *CURRENT SURVEY CONTROL
 FE2363  ___________________________________________________________________
 FE2363* NAD 83(1995)-  35 36 27.50576(N)    088 48 08.23613(W)     ADJUSTED  
 FE2363* NAVD 88     -                                                        
 FE2363  ___________________________________________________________________
 FE2363  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FE2363  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2363
 FE2363  HORZ ORDER  -  THIRD
 FE2363
 FE2363.The horizontal coordinates were established by classical geodetic methods
 FE2363.and adjusted by the National Geodetic Survey in April 1999..
 FE2363
 FE2363
 FE2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2363
 FE2363.The geoid height was determined by GEOID03.
 FE2363
 FE2363;                    North         East     Units Scale Factor Converg.
 FE2363;SPC TN       -   145,017.948   346,135.596   MT  0.99995617   -1 38 26.1
 FE2363;SPC TN       -   475,779.72  1,135,613.20   sFT  0.99995617   -1 38 26.1
 FE2363;UTM  16      - 3,941,926.648   336,754.539   MT  0.99992840   -1 02 58.5
 FE2363
 FE2363                          SUPERSEDED SURVEY CONTROL
 FE2363
 FE2363  NAD 83(1995)-  35 36 27.51067(N)    088 48 08.24100(W) AD(       ) 4
 FE2363  NAD 83(1986)-  35 36 27.51729(N)    088 48 08.23705(W) AD(       ) 4
 FE2363  NAD 27      -  35 36 27.26100(N)    088 48 08.03300(W) AD(       ) 3
 FE2363
 FE2363.Superseded values are not recommended for survey control.
 FE2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2363.See file dsdata.txt to determine how the superseded data were derived.
 FE2363
 FE2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3675541927(NAD 83)
 FE2363_MARKER: 63 = STACK
 FE2363
 FE2363  HISTORY     - Date     Condition        Report By
 FE2363  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2363
 FE2363                          STATION DESCRIPTION
 FE2363
 FE2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2363'STATION IS LOCATED AT THE END OF BELMONT STREET IN THE CITY OF
 FE2363'JACKSON.  IT IS A BLACK METAL STACK ABOUT 80 FEET HIGH.  THE POINT
 FE2363'OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2364 ***********************************************************************
 FE2364  DESIGNATION -  JACKSON SOU BELL TT MAST
 FE2364  PID         -  FE2364
 FE2364  STATE/COUNTY-  TN/MADISON
 FE2364  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2364
 FE2364                         *CURRENT SURVEY CONTROL
 FE2364  ___________________________________________________________________
 FE2364* NAD 83(1995)-  35 36 57.76904(N)    088 48 59.36079(W)     ADJUSTED  
 FE2364* NAVD 88     -                                                        
 FE2364  ___________________________________________________________________
 FE2364  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FE2364  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2364
 FE2364  HORZ ORDER  -  THIRD
 FE2364
 FE2364.The horizontal coordinates were established by classical geodetic methods
 FE2364.and adjusted by the National Geodetic Survey in April 1999..
 FE2364
 FE2364
 FE2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2364
 FE2364.The geoid height was determined by GEOID03.
 FE2364
 FE2364;                    North         East     Units Scale Factor Converg.
 FE2364;SPC TN       -   145,987.164   344,876.266   MT  0.99995560   -1 38 56.0
 FE2364;SPC TN       -   478,959.55  1,131,481.55   sFT  0.99995560   -1 38 56.0
 FE2364;UTM  16      - 3,942,882.801   335,485.312   MT  0.99993353   -1 03 29.1
 FE2364
 FE2364                          SUPERSEDED SURVEY CONTROL
 FE2364
 FE2364  NAD 83(1995)-  35 36 57.77398(N)    088 48 59.36565(W) AD(       ) 4
 FE2364  NAD 83(1986)-  35 36 57.78058(N)    088 48 59.36168(W) AD(       ) 4
 FE2364  NAD 27      -  35 36 57.52600(N)    088 48 59.15800(W) AD(       ) 3
 FE2364
 FE2364.Superseded values are not recommended for survey control.
 FE2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2364.See file dsdata.txt to determine how the superseded data were derived.
 FE2364
 FE2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3548542883(NAD 83)
 FE2364_MARKER: 41 = ANTENNA MAST
 FE2364
 FE2364  HISTORY     - Date     Condition        Report By
 FE2364  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2364
 FE2364                          STATION DESCRIPTION
 FE2364
 FE2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2364'THE STATION IS THE CENTER OF THE TOP OF THE MAST OWNED BY THE
 FE2364'SOUTHERN BELL TELEPHONE AND TELEGRAPH CO., LOCATED ON THE TOP OF THE
 FE2364'CENTRAL OFFICE BUILDING, 315 EAST COLLEGE STREET IN DOWNTOWN JACKSON
 FE2364'AND IS THEIR MICRO-WAVE RELAY RECEIVING STATION.
 FE2364'
 FE2364'IT IS A FOUR LEGGED STEEL STRUCTURE, HAS A PARABOLIC REFLECTOR AT THE
 FE2364'TOP AND ON THE WEST SIDE.  OVERALL HEIGHT IS ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2365 ***********************************************************************
 FE2365  DESIGNATION -  JACKSON STATE RADIO MAST
 FE2365  PID         -  FE2365
 FE2365  STATE/COUNTY-  TN/MADISON
 FE2365  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2365
 FE2365                         *CURRENT SURVEY CONTROL
 FE2365  ___________________________________________________________________
 FE2365* NAD 83(1995)-  35 36 55.60695(N)    088 50 07.84779(W)     ADJUSTED  
 FE2365* NAVD 88     -                                                        
 FE2365  ___________________________________________________________________
 FE2365  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FE2365  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2365
 FE2365  HORZ ORDER  -  THIRD
 FE2365
 FE2365.The horizontal coordinates were established by classical geodetic methods
 FE2365.and adjusted by the National Geodetic Survey in April 1999..
 FE2365
 FE2365
 FE2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2365
 FE2365.The geoid height was determined by GEOID03.
 FE2365
 FE2365;                    North         East     Units Scale Factor Converg.
 FE2365;SPC TN       -   145,970.320   343,151.566   MT  0.99995564   -1 39 36.1
 FE2365;SPC TN       -   478,904.29  1,125,823.10   sFT  0.99995564   -1 39 36.1
 FE2365;UTM  16      - 3,942,848.173   333,760.910   MT  0.99994056   -1 04 08.9
 FE2365
 FE2365                          SUPERSEDED SURVEY CONTROL
 FE2365
 FE2365  NAD 83(1995)-  35 36 55.61189(N)    088 50 07.85262(W) AD(       ) 4
 FE2365  NAD 83(1986)-  35 36 55.61848(N)    088 50 07.84864(W) AD(       ) 4
 FE2365  NAD 27      -  35 36 55.36300(N)    088 50 07.64200(W) AD(       ) 3
 FE2365
 FE2365.Superseded values are not recommended for survey control.
 FE2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2365.See file dsdata.txt to determine how the superseded data were derived.
 FE2365
 FE2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3376142848(NAD 83)
 FE2365_MARKER: 42 = RADIO/TV MAST
 FE2365
 FE2365  HISTORY     - Date     Condition        Report By
 FE2365  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2365
 FE2365                          STATION DESCRIPTION
 FE2365
 FE2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2365'THE STATION IS THE CENTER OF THE TOP OF THE MAST WHICH IS LOCATED AT
 FE2365'THE WEST EDGE OF JACKSON.  THE MAST IS OWNED AND OPERATED BY THE
 FE2365'STATE OF TENNESSEE AND HAS THE FOLLOWING CALL LETTERS, KII 269, KIH
 FE2365'573, KIN 634.
 FE2365'
 FE2365'THE MAST IS A THREE LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE
 FE2365'SECTIONS OF INTERNATIONAL RED AND WHITE.  IT IS GUYED, HAS A RED
 FE2365'BLINKER LIGHT ON THE TOP, AND HAS AN OVERALL HEIGHT OF 170 FEET.
 FE2365'
 FE2365'THE MAST IS LOCATED ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF STATE
 FE2365'STREET AND POPLAR STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2340 ***********************************************************************
 FE2340  DESIGNATION -  JACKSON TV STA WDXI MAST
 FE2340  PID         -  FE2340
 FE2340  STATE/COUNTY-  TN/MADISON
 FE2340  USGS QUAD   -  JACKSON NORTH (1983)
 FE2340
 FE2340                         *CURRENT SURVEY CONTROL
 FE2340  ___________________________________________________________________
 FE2340* NAD 83(1995)-  35 38 31.90935(N)    088 48 27.48559(W)     ADJUSTED  
 FE2340* NAVD 88     -                                                        
 FE2340  ___________________________________________________________________
 FE2340  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FE2340  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2340
 FE2340  HORZ ORDER  -  THIRD
 FE2340
 FE2340.The horizontal coordinates were established by classical geodetic methods
 FE2340.and adjusted by the National Geodetic Survey in April 1999..
 FE2340
 FE2340
 FE2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2340
 FE2340.The geoid height was determined by GEOID03.
 FE2340
 FE2340;                    North         East     Units Scale Factor Converg.
 FE2340;SPC TN       -   148,864.202   345,761.301   MT  0.99995398   -1 38 37.3
 FE2340;SPC TN       -   488,398.64  1,134,385.20   sFT  0.99995398   -1 38 37.3
 FE2340;UTM  16      - 3,945,768.741   336,340.631   MT  0.99993007   -1 03 12.9
 FE2340
 FE2340                          SUPERSEDED SURVEY CONTROL
 FE2340
 FE2340  NAD 83(1995)-  35 38 31.91419(N)    088 48 27.49044(W) AD(       ) 4
 FE2340  NAD 83(1986)-  35 38 31.92083(N)    088 48 27.48648(W) AD(       ) 4
 FE2340  NAD 27      -  35 38 31.66700(N)    088 48 27.28200(W) AD(       ) 3
 FE2340
 FE2340.Superseded values are not recommended for survey control.
 FE2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2340.See file dsdata.txt to determine how the superseded data were derived.
 FE2340
 FE2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3634145769(NAD 83)
 FE2340_MARKER: 42 = RADIO/TV MAST
 FE2340
 FE2340  HISTORY     - Date     Condition        Report By
 FE2340  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2340
 FE2340                          STATION DESCRIPTION
 FE2340
 FE2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2340'THE STATION IS THE CENTER OF THE TOP OF THE MAST, OWNED BY THE
 FE2340'JACKSON, RADIO AND TELEVISION STATION WDXI.  IT IS LOCATED IN
 FE2340'THE NORTHEAST SECTION OF JACKSON, 0.15 MILE EAST OF MUSE STREET AT
 FE2340'THE EAST SIDE OF THE WDXI TELEVISION TRANSMITTING BUILDING.
 FE2340'
 FE2340'THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE, GUYED AND IS
 FE2340'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE STRUCTURE
 FE2340'IS 500 FEET HIGH, HAS A TRANSMITTING ANTENNA ATTACHED TO THE TOP THAT
 FE2340'IS 64 FEET HIGH WITH A BLINKING RED LIGHT AT ITS TOP.  OVERALL
 FE2340'HEIGHT IS 564 FEET.
 FE2340'
 FE2340'TO REACH THE STATION FROM THE INTERSECTION OF MUSE STREET AND EAST
 FE2340'FOREST AVENUE IN THE NORTHEAST SECTION OF JACKSON, GO NORTH ON MUSE
 FE2340'STREET FOR 0.45 MILE TO DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 FE2340'EAST ON THE DRIVEWAY FOR 0.15 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2366 ***********************************************************************
 FE2366  DESIGNATION -  JACKSON W H COLEMAN WEST STACK
 FE2366  PID         -  FE2366
 FE2366  STATE/COUNTY-  TN/MADISON
 FE2366  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2366
 FE2366                         *CURRENT SURVEY CONTROL
 FE2366  ___________________________________________________________________
 FE2366* NAD 83(1995)-  35 37 28.01276(N)    088 48 37.48692(W)     ADJUSTED  
 FE2366* NAVD 88     -                                                        
 FE2366  ___________________________________________________________________
 FE2366  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2366  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2366
 FE2366  HORZ ORDER  -  THIRD
 FE2366
 FE2366.The horizontal coordinates were established by classical geodetic methods
 FE2366.and adjusted by the National Geodetic Survey in April 1999..
 FE2366
 FE2366
 FE2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2366
 FE2366.The geoid height was determined by GEOID03.
 FE2366
 FE2366;                    North         East     Units Scale Factor Converg.
 FE2366;SPC TN       -   146,903.028   345,453.261   MT  0.99995506   -1 38 43.2
 FE2366;SPC TN       -   481,964.35  1,133,374.57   sFT  0.99995506   -1 38 43.2
 FE2366;UTM  16      - 3,943,804.543   336,052.821   MT  0.99993123   -1 03 17.1
 FE2366
 FE2366                          SUPERSEDED SURVEY CONTROL
 FE2366
 FE2366  NAD 83(1995)-  35 37 28.01768(N)    088 48 37.49175(W) AD(       ) 4
 FE2366  NAD 83(1986)-  35 37 28.02428(N)    088 48 37.48781(W) AD(       ) 4
 FE2366  NAD 27      -  35 37 27.77000(N)    088 48 37.28200(W) AD(       ) 3
 FE2366
 FE2366.Superseded values are not recommended for survey control.
 FE2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2366.See file dsdata.txt to determine how the superseded data were derived.
 FE2366
 FE2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3605343805(NAD 83)
 FE2366_MARKER: 63 = STACK
 FE2366
 FE2366  HISTORY     - Date     Condition        Report By
 FE2366  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2366
 FE2366                          STATION DESCRIPTION
 FE2366
 FE2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2366'STATION IS LOCATED ON THE ON THE NORTHWEST CORNER OF PRESTON AVE. AND
 FE2366'THE ILLINOIS CENTRAL RAILROAD TRACKS IN THE CITY OF JACKSON.  IT IS
 FE2366'THE WEST OF TWO METAL SILVER STACKS ABOUT 100 FEET HIGH.  THE POINT
 FE2366'OBSERVED ON WAS THE CENTER OF THE TO OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2341 ***********************************************************************
 FE2341  DESIGNATION -  JACKSON WEST MUN STANDPIPE
 FE2341  PID         -  FE2341
 FE2341  STATE/COUNTY-  TN/MADISON
 FE2341  USGS QUAD   -  JACKSON NORTH (1983)
 FE2341
 FE2341                         *CURRENT SURVEY CONTROL
 FE2341  ___________________________________________________________________
 FE2341* NAD 83(1995)-  35 37 48.52800(N)    088 49 00.11903(W)     ADJUSTED  
 FE2341* NAVD 88     -                                                        
 FE2341  ___________________________________________________________________
 FE2341  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FE2341  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2341
 FE2341  HORZ ORDER  -  THIRD
 FE2341
 FE2341.The horizontal coordinates were established by classical geodetic methods
 FE2341.and adjusted by the National Geodetic Survey in April 1999..
 FE2341
 FE2341
 FE2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2341
 FE2341.The geoid height was determined by GEOID03.
 FE2341
 FE2341;                    North         East     Units Scale Factor Converg.
 FE2341;SPC TN       -   147,551.387   344,902.209   MT  0.99995470   -1 38 56.4
 FE2341;SPC TN       -   484,091.51  1,131,566.66   sFT  0.99995470   -1 38 56.4
 FE2341;UTM  16      - 3,944,447.174   335,495.129   MT  0.99993349   -1 03 30.8
 FE2341
 FE2341                          SUPERSEDED SURVEY CONTROL
 FE2341
 FE2341  NAD 83(1995)-  35 37 48.53292(N)    088 49 00.12390(W) AD(       ) 4
 FE2341  NAD 83(1986)-  35 37 48.53950(N)    088 49 00.11991(W) AD(       ) 4
 FE2341  NAD 27      -  35 37 48.28500(N)    088 48 59.91500(W) AD(       ) 3
 FE2341
 FE2341.Superseded values are not recommended for survey control.
 FE2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2341.See file dsdata.txt to determine how the superseded data were derived.
 FE2341
 FE2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3549544447(NAD 83)
 FE2341_MARKER: 52 = STANDPIPE TANK
 FE2341
 FE2341  HISTORY     - Date     Condition        Report By
 FE2341  HISTORY     - 1951     FIRST OBSERVED   CGS
 FE2341
 FE2341                          STATION DESCRIPTION
 FE2341
 FE2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2341'STATION IS LOCATED ON THE NORTH SIDE OF WILKINSON STREET ABOUT 400
 FE2341'FEET EAST OF HIGHLAND AVE. AND NEAR THE ALEXANDER SCHOOL.  IT IS
 FE2341'A LARGE STANDPIPE ABOUT 100 FEET HIGH AND PAINTED SILVER.  A TRAVERSE
 FE2341'CONNECTION WAS MADE FROM TRIANGULATION STATION ALEXANDER
 FE2341'AND THE DISTANCE WAS FOUND TO BE 300.5 FEET (100.73 METERS).  THE
 FE2341'POINT MEASURED TO AND OBSERVED ON WAS THE CENTER OF THE BASE OF THE
 FE2341'STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2367 ***********************************************************************
 FE2367  DESIGNATION -  JACKSON WOOD PRODUCTS TALL STK
 FE2367  PID         -  FE2367
 FE2367  STATE/COUNTY-  TN/MADISON
 FE2367  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2367
 FE2367                         *CURRENT SURVEY CONTROL
 FE2367  ___________________________________________________________________
 FE2367* NAD 83(1995)-  35 36 08.10709(N)    088 47 59.36885(W)     ADJUSTED  
 FE2367* NAVD 88     -                                                        
 FE2367  ___________________________________________________________________
 FE2367  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FE2367  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2367
 FE2367  HORZ ORDER  -  THIRD
 FE2367
 FE2367.The horizontal coordinates were established by classical geodetic methods
 FE2367.and adjusted by the National Geodetic Survey in April 1999..
 FE2367
 FE2367
 FE2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2367
 FE2367.The geoid height was determined by GEOID03.
 FE2367
 FE2367;                    North         East     Units Scale Factor Converg.
 FE2367;SPC TN       -   144,413.967   346,341.574   MT  0.99995654   -1 38 20.9
 FE2367;SPC TN       -   473,798.16  1,136,288.98   sFT  0.99995654   -1 38 20.9
 FE2367;UTM  16      - 3,941,324.841   336,966.731   MT  0.99992755   -1 02 52.8
 FE2367
 FE2367                          SUPERSEDED SURVEY CONTROL
 FE2367
 FE2367  NAD 83(1995)-  35 36 08.11210(N)    088 47 59.37380(W) AD(       ) 4
 FE2367  NAD 83(1986)-  35 36 08.11867(N)    088 47 59.36981(W) AD(       ) 4
 FE2367  NAD 27      -  35 36 07.86100(N)    088 47 59.16600(W) AD(       ) 3
 FE2367
 FE2367.Superseded values are not recommended for survey control.
 FE2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2367.See file dsdata.txt to determine how the superseded data were derived.
 FE2367
 FE2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3696741325(NAD 83)
 FE2367_MARKER: 63 = STACK
 FE2367
 FE2367  HISTORY     - Date     Condition        Report By
 FE2367  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2367
 FE2367                          STATION DESCRIPTION
 FE2367
 FE2367'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2681 ***********************************************************************
 GB2681  DESIGNATION -  JAMEPORT
 GB2681  PID         -  GB2681
 GB2681  STATE/COUNTY-  TN/FENTRESS
 GB2681  USGS QUAD   -  GRIMSLEY (1984)
 GB2681
 GB2681                         *CURRENT SURVEY CONTROL
 GB2681  ___________________________________________________________________
 GB2681* NAD 83(1995)-  36 21 16.38781(N)    084 56 48.69012(W)     ADJUSTED  
 GB2681* NAVD 88     -       515.7    (meters)    1692.     (feet)  VERTCON   
 GB2681  ___________________________________________________________________
 GB2681  X           -     453,008.544 (meters)                     COMP
 GB2681  Y           -  -5,123,178.646 (meters)                     COMP
 GB2681  Z           -   3,760,236.783 (meters)                     COMP
 GB2681  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 GB2681  ELLIP HEIGHT-         486.82  (meters)          (04/12/99) GPS OBS
 GB2681  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB2681
 GB2681  HORZ ORDER  -  THIRD
 GB2681  ELLP ORDER  -  FOURTH    CLASS I
 GB2681
 GB2681.This mark is at Jamestown Airport (2A1)
 GB2681
 GB2681.The horizontal coordinates were established by GPS observations
 GB2681.and adjusted by the National Geodetic Survey in April 1999..
 GB2681
 GB2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2681
 GB2681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2681
 GB2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2681
 GB2681.The ellipsoidal height was determined by GPS observations
 GB2681.and is referenced to NAD 83.
 GB2681
 GB2681.The geoid height was determined by GEOID03.
 GB2681
 GB2681;                    North         East     Units Scale Factor Converg.
 GB2681;SPC TN       -   224,764.693   694,525.468   MT  0.99998957   +0 36 59.6
 GB2681;SPC TN       -   737,415.50  2,278,622.31   sFT  0.99998957   +0 36 59.6
 GB2681;UTM  16      - 4,025,231.750   684,224.759   MT  1.00001817   +1 13 02.7
 GB2681
 GB2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2681!SPC TN       -   0.99992360  x   0.99998957  =   0.99991317
 GB2681!UTM  16      -   0.99992360  x   1.00001817  =   0.99994177
 GB2681
 GB2681                          SUPERSEDED SURVEY CONTROL
 GB2681
 GB2681  NAD 83(1995)-  36 21 16.38966(N)    084 56 48.69253(W) AD(       ) 3
 GB2681  NAD 83(1995)-  36 21 16.39069(N)    084 56 48.69622(W) AD(       ) 3
 GB2681  NGVD 29 (09/17/90)  515.8    (m)         1692.     (f) GPS OBS        
 GB2681
 GB2681.Superseded values are not recommended for survey control.
 GB2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2681.See file dsdata.txt to determine how the superseded data were derived.
 GB2681
 GB2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF8422525232(NAD 83)
 GB2681_MARKER: I = METAL ROD
 GB2681_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2681_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2681+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1989
 GB2681
 GB2681  HISTORY     - Date     Condition        Report By
 GB2681  HISTORY     - 1987     MONUMENTED       NGS
 GB2681  HISTORY     - 19891006 GOOD
 GB2681
 GB2681                          STATION DESCRIPTION
 GB2681
 GB2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2681'5.65 MILES SOUTH ALONG US HIGHWAY 127 FROM THE POST OFFICE IN
 GB2681'JAMESTOWN, TO THE JUNCTION OF THE JAMESTOWN MUNICIPAL AIRPORT ROAD,
 GB2681'THENCE 0.1 MILE EAST ALONG THE AIRPORT ROAD TO THE AIRPORT OFFICE
 GB2681'BUILDING, THENCE 0.15 NORTHEAST ALONG THE TAXIWAY TO THE MARK
 GB2681'NEAR THE CORNER OF THE TAXIWAY AND RUNWAY, A 3-D MARK, A STAINLESS
 GB2681'STEEL ROD DRIVEN 16.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED
 GB2681'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN 5 INCH PVC PIPE
 GB2681'WITH A LOGO CAP AND ---STAMPED JAMEPORT 1987, RECESSED 1 INCH BELOW
 GB2681'GROUND, WITH A REBAR IN CONCRETE, 38.0 FEET NORTHWEST CORNER OF THE
 GB2681'TAXIWAY AND RUNWAY, 24.6 FEET WEST OF THE MOST WESTERLY ONE OF
 GB2681'THREE RUNWAY THRESHOLD LIGHTS 34.4 FEET SOUTHWEST OF THE EXTENDED
 GB2681'SOUTHWEST EDGE OF NORTH-SOUTH RUNWAY, 36.1 FEET NORTHWEST OF
 GB2681'NORTHWEST EDGE OF TAXIWAY, 25.9 FEET EAST OF THE IRON PIPE
 GB2681'SUPPORTING A REIL, AND 1.8 FEET SOUTH OF A FIBERGLASS WITNESS POST.
 GB2681'THE MARK IS 0.3 MILE OF JAMESPORT AZ MK 1987.
 GB2681
 GB2681                          STATION RECOVERY (1989)
 GB2681
 GB2681'RECOVERED 1989
 GB2681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2682 ***********************************************************************
 GB2682  DESIGNATION -  JAMEPORT AZ MK
 GB2682  PID         -  GB2682
 GB2682  STATE/COUNTY-  TN/FENTRESS
 GB2682  USGS QUAD   -  GRIMSLEY (1984)
 GB2682
 GB2682                         *CURRENT SURVEY CONTROL
 GB2682  ___________________________________________________________________
 GB2682* NAD 83(1995)-  36 21 00.92814(N)    084 56 48.87132(W)     ADJUSTED  
 GB2682* NAVD 88     -       510.4    (meters)    1675.     (feet)  VERTCON   
 GB2682  ___________________________________________________________________
 GB2682  X           -     453,028.550 (meters)                     COMP
 GB2682  Y           -  -5,123,456.200 (meters)                     COMP
 GB2682  Z           -   3,759,849.844 (meters)                     COMP
 GB2682  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 GB2682  ELLIP HEIGHT-         481.55  (meters)          (04/12/99) GPS OBS
 GB2682  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB2682
 GB2682  HORZ ORDER  -  THIRD
 GB2682  ELLP ORDER  -  FOURTH    CLASS I
 GB2682
 GB2682.This mark is at Jamestown Airport (2A1)
 GB2682
 GB2682.The horizontal coordinates were established by GPS observations
 GB2682.and adjusted by the National Geodetic Survey in April 1999..
 GB2682
 GB2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2682
 GB2682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2682
 GB2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2682
 GB2682.The ellipsoidal height was determined by GPS observations
 GB2682.and is referenced to NAD 83.
 GB2682
 GB2682.The geoid height was determined by GEOID03.
 GB2682
 GB2682;                    North         East     Units Scale Factor Converg.
 GB2682;SPC TN       -   224,288.152   694,526.078   MT  0.99998890   +0 36 59.5
 GB2682;SPC TN       -   735,852.05  2,278,624.31   sFT  0.99998890   +0 36 59.5
 GB2682;UTM  16      - 4,024,755.227   684,230.366   MT  1.00001820   +1 13 02.1
 GB2682
 GB2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2682!SPC TN       -   0.99992443  x   0.99998890  =   0.99991333
 GB2682!UTM  16      -   0.99992443  x   1.00001820  =   0.99994263
 GB2682
 GB2682                          SUPERSEDED SURVEY CONTROL
 GB2682
 GB2682  NAD 83(1995)-  36 21 00.92998(N)    084 56 48.87369(W) AD(       ) 3
 GB2682  NAD 83(1995)-  36 21 00.93103(N)    084 56 48.87744(W) AD(       ) 3
 GB2682  NGVD 29 (09/17/90)  510.5    (m)         1675.     (f) GPS OBS        
 GB2682
 GB2682.Superseded values are not recommended for survey control.
 GB2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2682.See file dsdata.txt to determine how the superseded data were derived.
 GB2682
 GB2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF8423024755(NAD 83)
 GB2682_MARKER: I = METAL ROD
 GB2682_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2682_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2682+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1989
 GB2682
 GB2682  HISTORY     - Date     Condition        Report By
 GB2682  HISTORY     - 1987     MONUMENTED       NGS
 GB2682  HISTORY     - 19891006 GOOD
 GB2682
 GB2682                          STATION DESCRIPTION
 GB2682
 GB2682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2682'5.65 MILES SOUTH ALONG US HIGHWAY 127 FROM THE POST OFFICE IN
 GB2682'JAMESTOWN TO THE JUNCTION OF THE JAMESTOWN MUNICIPAL AIRPORT ROAD,
 GB2682'THENCE 0.1 MILE EAST ALONG THE AIRPORT ROAD TO THE AIRPORT OFFICE
 GB2682'BUILDING, THENCE 0.3 MILE SOUTHERLY ALONG THE TAXIWAY TO THE MARK
 GB2682'ON THE LEFT, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 5.0 FEET TO
 GB2682'REFUSAL 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED
 GB2682'1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND
 GB2682'---STAMPED JAMESPORT AZ MK 1987, RECESSED 1 INCH BELOW GROUND LEVEL
 GB2682'WITH A REBAR IN CONCRETE 31.3 FEET SOUTHEAST OF A CONCRETE CULVERT,
 GB2682'39.0 FEET WEST OF THE WEST EDGE OF NORTH-SOUTH RUNWAY, 36.4 FEET NORTH
 GB2682'OF THE NORTH EDGE OF TAXIWAY, AND 2.0 FEET EAST OF A FIBERGLASS
 GB2682'WITNESS POST THE AZ MK IS 0.3 SOUTH OF JAMEPORT 1987.
 GB2682
 GB2682                          STATION RECOVERY (1989)
 GB2682
 GB2682'RECOVERED 1989
 GB2682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1672 ***********************************************************************
 FC1672  DESIGNATION -  JAMES
 FC1672  PID         -  FC1672
 FC1672  STATE/COUNTY-  TN/LOUDON
 FC1672  USGS QUAD   -  PHILADELPHIA (1974)
 FC1672
 FC1672                         *CURRENT SURVEY CONTROL
 FC1672  ___________________________________________________________________
 FC1672* NAD 83(1995)-  35 43 08.48951(N)    084 25 13.65465(W)     ADJUSTED  
 FC1672* NAVD 88     -       347.8    (meters)    1141.     (feet)  VERTCON   
 FC1672  ___________________________________________________________________
 FC1672  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FC1672  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC1672
 FC1672  HORZ ORDER  -  SECOND
 FC1672
 FC1672.The horizontal coordinates were established by classical geodetic methods
 FC1672.and adjusted by the National Geodetic Survey in April 1999..
 FC1672
 FC1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1672
 FC1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1672
 FC1672.The geoid height was determined by GEOID03.
 FC1672
 FC1672;                    North         East     Units Scale Factor Converg.
 FC1672;SPC TN       -   154,894.281   742,907.367   MT  0.99995041   +0 55 29.0
 FC1672;SPC TN       -   508,182.32  2,437,355.25   sFT  0.99995041   +0 55 29.0
 FC1672;UTM  16      - 3,955,852.638   733,335.040   MT  1.00027096   +1 30 23.9
 FC1672
 FC1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1672!SPC TN       -   0.99995021  x   0.99995041  =   0.99990062
 FC1672!UTM  16      -   0.99995021  x   1.00027096  =   1.00022115
 FC1672
 FC1672:                Primary Azimuth Mark                     Grid Az
 FC1672:SPC TN       -  TILLEY                                   202 34 49.4
 FC1672:UTM  16      -  TILLEY                                   201 59 54.5
 FC1672
 FC1672|---------------------------------------------------------------------|
 FC1672| PID    Reference Object                     Distance      Geod. Az  |
 FC1672|                                                           dddmmss.s |
 FC1672| FC0293 TILLEY                              APPROX. 3.9 KM 2033018.4 |
 FC1672| CZ4873 JAMES RM 1                           13.634 METERS 26640     |
 FC1672| CZ4874 JAMES RM 2                           11.384 METERS 35322     |
 FC1672|---------------------------------------------------------------------|
 FC1672
 FC1672                          SUPERSEDED SURVEY CONTROL
 FC1672
 FC1672  NAD 83(1995)-  35 43 08.49611(N)    084 25 13.65443(W) AD(       ) 2
 FC1672  NAD 83(1986)-  35 43 08.50127(N)    084 25 13.65272(W) AD(       ) 2
 FC1672  NAD 27      -  35 43 08.23420(N)    084 25 13.91160(W) AD(       ) 2
 FC1672  NGVD 29 (07/19/86)  347.9    (m)         1141.     (f) VERT ANG       
 FC1672
 FC1672.Superseded values are not recommended for survey control.
 FC1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1672.See file dsdata.txt to determine how the superseded data were derived.
 FC1672
 FC1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3333555853(NAD 83)
 FC1672_MARKER: DE = TRAVERSE STATION DISK
 FC1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1672
 FC1672  HISTORY     - Date     Condition        Report By
 FC1672  HISTORY     - 1961     MONUMENTED       CGS
 FC1672  HISTORY     - 1980     GOOD             NGS
 FC1672
 FC1672                          STATION DESCRIPTION
 FC1672
 FC1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1672'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LOUDON AND ABOUT 3
 FC1672'MILES NORTHWEST OF PHILADELPHIA ON THE PROPERTY OF MR. JAMES.
 FC1672'
 FC1672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1672'HIGHWAY 72, JUST SOUTH OF THE BUSINESS DISTRICT OF LENOIR CITY, GO
 FC1672'WEST ON STATE HIGHWAY 72 FOR 3.85 MILES TO A Y, STATE HIGHWAY 72
 FC1672'TURNS RIGHT, KEEP LEFT AND GO 1 MILE TO A Y AND A SIGN
 FC1672'PHILADELPHIA, KEEP LEFT AND GO 0.2 MILE TO A SMALL POND AND A WIRE
 FC1672'GATE JUST BEYOND, TURN RIGHT THROUGH WIRE GATE AND GO 0.2 MILE
 FC1672'WEST TO THE TOP OF THE HILL AND THE STATION.
 FC1672'
 FC1672'THE STATION IS 31.9 FEET SOUTHEAST OF A WITNESS POST, AND 31 FEET
 FC1672'SOUTH OF THE EDGE OF A SLOPE AT THE TIMBER.  IT IS A STANDARD
 FC1672'TRAVERSE DISK, 8 INCHES BELOW THE SURFACE, AND IS STAMPED JAMES 1961.
 FC1672'
 FC1672'REFERENCE MARK NO. 1 IS 20.4 FEET SOUTHWEST OF THE WITNESS POST AND 3
 FC1672'FEET SOUTHEAST OF THE EDGE OF A SLOPE AT THE TIMBER.  IT IS A
 FC1672'STANDARD DISK, FLUSH, AND IS STAMPED JAMES NO 1 1961.
 FC1672'
 FC1672'REFERENCE MARK NO. 2 IS 35.9 FEET NORTHEAST OF THE WITNESS POST AND 3
 FC1672'FEET SOUTHEAST OF THE EDGE OF A SLOPE AT THE TIMBER.  IT IS A
 FC1672'STANDARD DISK, FLUSH, AND IS STAMPED JAMES NO 2 1961.
 FC1672'
 FC1672'TRAVERSE STATION TILLEY WILL SERVE AS AN AZIMUTH.  SEE DESCRIPTION
 FC1672'THEREOF.
 FC1672'
 FC1672'HEIGHT OF LIGHT ABOVE STATION MARK 1.95 METERS.
 FC1672
 FC1672                          STATION RECOVERY (1980)
 FC1672
 FC1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FC1672'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FC1672'DESCRIPTION IS GOOD WITH THE BELOW.
 FC1672'
 FC1672'THE STATION MARK IS 45 FEET EAST OF A METAL WITNESS POST AND 37
 FC1672'FEET SOUTH OF A METAL WITNESS POST.
 FC1672'
 FC1672'REFERENCE MARK 1 IS 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 FC1672'
 FC1672'REFERENCE MARK 2 IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 FC1672'
 FC1672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND
 FC1672'INTERSTATE HIGHWAY 75, WEST OF LENOIR CITY, GO WEST ON HIGHWAY 72 FOR
 FC1672'0.45 MILE TO A ROAD LEFT TURN LEFT ON THE PAVED ROAD AND GO 1.1 MILE
 FC1672'TO A ROAD FORK.  TAKE THE LEFT FORK AND GO 0.2 MILE TO A GATE AND A
 FC1672'FARM POND ON THE RIGHT.  PASS THROUGH THE GATE AND GO 0.2 MILE ACROSS
 FC1672'PASTURE TO TOP OF HILL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1920 ***********************************************************************
 GB1920  DESIGNATION -  JAN
 GB1920  PID         -  GB1920
 GB1920  STATE/COUNTY-  TN/JACKSON
 GB1920  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1920
 GB1920                         *CURRENT SURVEY CONTROL
 GB1920  ___________________________________________________________________
 GB1920* NAD 83(1995)-  36 24 56.13818(N)    085 38 22.01323(W)     ADJUSTED  
 GB1920* NAVD 88     -       175.394  (meters)     575.44   (feet)  ADJUSTED  
 GB1920  ___________________________________________________________________
 GB1920  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GB1920  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB1920  DYNAMIC HT  -         175.241 (meters)     574.94  (feet)  COMP
 GB1920  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GB1920
 GB1920  HORZ ORDER  -  SECOND
 GB1920  VERT ORDER  -  SECOND    CLASS 0
 GB1920
 GB1920.The horizontal coordinates were established by classical geodetic methods
 GB1920.and adjusted by the National Geodetic Survey in April 1999..
 GB1920
 GB1920.The orthometric height was determined by differential leveling
 GB1920.and adjusted by the National Geodetic Survey in June 1991..
 GB1920
 GB1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1920
 GB1920.The geoid height was determined by GEOID03.
 GB1920
 GB1920.The dynamic height is computed by dividing the NAVD 88
 GB1920.geopotential number by the normal gravity value computed on the
 GB1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1920.degrees latitude (g = 980.6199 gals.).
 GB1920
 GB1920.The modeled gravity was interpolated from observed gravity values.
 GB1920
 GB1920;                    North         East     Units Scale Factor Converg.
 GB1920;SPC TN       -   231,089.201   632,337.185   MT  0.99999981   +0 12 39.9
 GB1920;SPC TN       -   758,165.15  2,074,592.91   sFT  0.99999981   +0 12 39.9
 GB1920;UTM  16      - 4,030,905.344   621,980.111   MT  0.99978332   +0 48 28.0
 GB1920
 GB1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1920!SPC TN       -   0.99997722  x   0.99999981  =   0.99997703
 GB1920!UTM  16      -   0.99997722  x   0.99978332  =   0.99976055
 GB1920
 GB1920|---------------------------------------------------------------------|
 GB1920| PID    Reference Object                     Distance      Geod. Az  |
 GB1920|                                                           dddmmss.s |
 GB1920| GB1919 JAN RM 1                              9.448 METERS 14136     |
 GB1920| GB1918 JAN AZ MK                                          1695457.9 |
 GB1920| GB1921 JAN RM 2                             10.211 METERS 32616     |
 GB1920| GB2417 VIEW                                APPROX. 2.3 KM 3494721.8 |
 GB1920|---------------------------------------------------------------------|
 GB1920
 GB1920                          SUPERSEDED SURVEY CONTROL
 GB1920
 GB1920  NAD 83(1995)-  36 24 56.13974(N)    085 38 22.01454(W) AD(       ) 2
 GB1920  NAD 83(1995)-  36 24 56.14529(N)    085 38 22.01827(W) AD(       ) 2
 GB1920  NAD 83(1986)-  36 24 56.14852(N)    085 38 22.01758(W) AD(       ) 2
 GB1920  NAD 27      -  36 24 55.92916(N)    085 38 22.11120(W) AD(       ) 2
 GB1920  NGVD 29 (??/??/92)  175.493  (m)          575.76   (f) ADJ UNCH    2 0
 GB1920
 GB1920.Superseded values are not recommended for survey control.
 GB1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1920.See file dsdata.txt to determine how the superseded data were derived.
 GB1920
 GB1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2198030905(NAD 83)
 GB1920_MARKER: DE = TRAVERSE STATION DISK
 GB1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1920_STAMPING: JAN 1966
 GB1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1920+STABILITY: SURFACE MOTION
 GB1920
 GB1920  HISTORY     - Date     Condition        Report By
 GB1920  HISTORY     - 1966     MONUMENTED       TNHD
 GB1920  HISTORY     - 1966     GOOD             TNHD
 GB1920
 GB1920                          STATION DESCRIPTION
 GB1920
 GB1920'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1920'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF GAINESBORO.
 GB1920'
 GB1920'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB1920'GAINESBORO, GO EASTERLY FOR 1.35 MILES ON STATE ROUTE 53 AND 56 TO
 GB1920'THE JUNCTION OF STATE ROUTES 53, 56 AND 85.  TURN RIGHT ON STATE
 GB1920'ROUTE 53 AND 85 AND GO 0.85 MILE EASTERLY TO THE JUNCTION OF STATE
 GB1920'ROUTE 135, CONTINUE ON STATE ROUTE 53 AND 85 FOR 0.25 MILE TO A
 GB1920'BRIDGE CROSSING THE ROARING RIVER.  CONTINUE FOR 0.15 MILE TO THE
 GB1920'JUNCTION OF STATE ROUTE 53 AND 85, TURN LEFT AND GO NORTHERLY ON
 GB1920'STATE ROUTE 53 FOR 2.45 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GB1920'CONTINUE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 GB1920'
 GB1920'THE STATION IS 34 FEET SOUTHEAST OF A WOODEN GATE, 18 FEET SOUTHWEST
 GB1920'OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 2 FEET NORTHEAST OF A
 GB1920'WIRE FENCE AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 GB1920'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB1920'DEPARTMENT DISKS AND THE DISKS ARE STAMPED JAN 1966.  THE UNDERGROUND
 GB1920'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS
 GB1920'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB1920'
 GB1920'REFERENCE MARK NO. 1 IS 37 FEET NORTHWEST OF A UTILITY POLE, 14 FEET
 GB1920'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 6 FEET
 GB1920'NORTHEAST OF A WIRE FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB1920'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1920'CONCRETE MONUMENT AND THE DISK IS STAMPED JAN RM-1 1966.
 GB1920'
 GB1920'REFERENCE MARK NO. 2 IS 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GB1920'OF STATE ROUTE 53 AND 1.3 FEET NORTHEAST OF A WOODEN GATE AT A FENCE
 GB1920'CORNER.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB1920'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB1920'DISK IS STAMPED JAN RM-2 1966.
 GB1920'
 GB1920'THE AZIMUTH MARK IS 71 FEET NORTHWEST OF A GRAVELED DRIVE, 24 FEET
 GB1920'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 12 FEET
 GB1920'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 8 FEET EAST OF A FENCE
 GB1920'CORNER AND 7.4 FEET EAST OF A METAL WITNESS POST AND SIGN.  THE
 GB1920'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB1920'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1920'STAMPED JAN AZI 1966.
 GB1920'
 GB1920'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1920'
 GB1920'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1920
 GB1920                          STATION RECOVERY (1966)
 GB1920
 GB1920'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1920'4.5 MI N FROM GAINESBORO.
 GB1920'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1920'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND
 GB1920'56 FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1920'KEEP RIGHT AND GO EASTERLY, THEN NORTHERLY, ON STATE ROUTE 53
 GB1920'AND 85 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND
 GB1920'85.  CONTINUE NORTHERLY ON STATE ROUTE 53 FOR 2.5 MILES TO THE
 GB1920'MARK ON THE LEFT, 34 FEET SOUTHEAST OF A WOODEN GATE, 18 FEET
 GB1920'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 2 FEET
 GB1920'NORTHEAST OF A WIRE FENCE AND 1.8 FEET NORTHEAST OF A METAL
 GB1920'WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1920'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1918 ***********************************************************************
 GB1918  DESIGNATION -  JAN AZ MK
 GB1918  PID         -  GB1918
 GB1918  STATE/COUNTY-  TN/JACKSON
 GB1918  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1918
 GB1918                         *CURRENT SURVEY CONTROL
 GB1918  ___________________________________________________________________
 GB1918* NAD 83(1986)-  36 24 49.     (N)    085 38 20.     (W)     SCALED    
 GB1918* NAVD 88     -       169.825  (meters)     557.17   (feet)  ADJUSTED  
 GB1918  ___________________________________________________________________
 GB1918  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB1918  DYNAMIC HT  -         169.677 (meters)     556.68  (feet)  COMP
 GB1918  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 GB1918
 GB1918  VERT ORDER  -  SECOND    CLASS 0
 GB1918
 GB1918.The horizontal coordinates were scaled from a topographic map and have
 GB1918.an estimated accuracy of +/- 6 seconds.
 GB1918
 GB1918.The orthometric height was determined by differential leveling
 GB1918.and adjusted by the National Geodetic Survey in June 1991..
 GB1918
 GB1918.The geoid height was determined by GEOID03.
 GB1918
 GB1918.The dynamic height is computed by dividing the NAVD 88
 GB1918.geopotential number by the normal gravity value computed on the
 GB1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1918.degrees latitude (g = 980.6199 gals.).
 GB1918
 GB1918.The modeled gravity was interpolated from observed gravity values.
 GB1918
 GB1918;                    North         East    Units  Estimated Accuracy
 GB1918;SPC TN       -   230,870.      632,390.      MT  (+/- 180 meters Scaled)
 GB1918
 GB1918                          SUPERSEDED SURVEY CONTROL
 GB1918
 GB1918  NGVD 29 (??/??/??)  169.95   (m)          557.6    (f) RESET       3  
 GB1918
 GB1918.Superseded values are not recommended for survey control.
 GB1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1918.See file dsdata.txt to determine how the superseded data were derived.
 GB1918
 GB1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF220306(NAD 83)
 GB1918_MARKER: DR = REFERENCE MARK DISK
 GB1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1918_STAMPING: JAN AZI 1966
 GB1918_MARK LOGO: TNHD  
 GB1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1918+STABILITY: SURFACE MOTION
 GB1918
 GB1918  HISTORY     - Date     Condition        Report By
 GB1918  HISTORY     - 1966     MONUMENTED       TNHD
 GB1918
 GB1918                          STATION DESCRIPTION
 GB1918
 GB1918'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1918'4.5 MI NE FROM GAINESBORO.
 GB1918'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1918'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56
 GB1918'FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.
 GB1918'KEEP RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53 AND 85
 GB1918'FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.  CONTINUE
 GB1918'NORTHERLY ON STATE ROUTE 53 FOR 2.4 MILES TO THE MARK ON THE LEFT,
 GB1918'71 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE,
 GB1918'24 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, 12
 GB1918'FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 8 FEET EAST OF
 GB1918'A FENCE CORNER AND 7.4 FEET EAST OF A METAL WITNESS POST AND SIGN.
 GB1918'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1918'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1919 ***********************************************************************
 GB1919  DESIGNATION -  JAN RM 1
 GB1919  PID         -  GB1919
 GB1919  STATE/COUNTY-  TN/JACKSON
 GB1919  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1919
 GB1919                         *CURRENT SURVEY CONTROL
 GB1919  ___________________________________________________________________
 GB1919* NAD 83(1986)-  36 24 56.     (N)    085 38 22.     (W)     SCALED    
 GB1919* NAVD 88     -       174.815  (meters)     573.54   (feet)  ADJUSTED  
 GB1919  ___________________________________________________________________
 GB1919  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB1919  DYNAMIC HT  -         174.663 (meters)     573.04  (feet)  COMP
 GB1919  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 GB1919
 GB1919  VERT ORDER  -  SECOND    CLASS 0
 GB1919
 GB1919.The horizontal coordinates were scaled from a topographic map and have
 GB1919.an estimated accuracy of +/- 6 seconds.
 GB1919
 GB1919.The orthometric height was determined by differential leveling
 GB1919.and adjusted by the National Geodetic Survey in June 1991..
 GB1919
 GB1919.The geoid height was determined by GEOID03.
 GB1919
 GB1919.The dynamic height is computed by dividing the NAVD 88
 GB1919.geopotential number by the normal gravity value computed on the
 GB1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1919.degrees latitude (g = 980.6199 gals.).
 GB1919
 GB1919.The modeled gravity was interpolated from observed gravity values.
 GB1919
 GB1919;                    North         East    Units  Estimated Accuracy
 GB1919;SPC TN       -   231,090.      632,340.      MT  (+/- 180 meters Scaled)
 GB1919
 GB1919                          SUPERSEDED SURVEY CONTROL
 GB1919
 GB1919  NGVD 29 (??/??/92)  174.915  (m)          573.87   (f) ADJ UNCH    2 0
 GB1919
 GB1919.Superseded values are not recommended for survey control.
 GB1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1919.See file dsdata.txt to determine how the superseded data were derived.
 GB1919
 GB1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF219309(NAD 83)
 GB1919_MARKER: DR = REFERENCE MARK DISK
 GB1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1919_STAMPING: JAN RM-1 1966
 GB1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1919+STABILITY: SURFACE MOTION
 GB1919
 GB1919  HISTORY     - Date     Condition        Report By
 GB1919  HISTORY     - 1966     MONUMENTED       TNHD
 GB1919
 GB1919                          STATION DESCRIPTION
 GB1919
 GB1919'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1919'4.5 MI NE FROM GAINESBORO.
 GB1919'AT THE JAN 1966 STATION SITE, 37 FEET NORTHWEST OF A UTILITY
 GB1919'POLE, 30.99 FEET SOUTHEAST OF THE STATION MARK, 14 FEET SOUTHWEST
 GB1919'OF THE APPROXIMATE CENTER OF STATE ROUTE 53 AND 6 FEET NORTHEAST
 GB1919'OF A WIRE FENCE.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1919'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1921 ***********************************************************************
 GB1921  DESIGNATION -  JAN RM 2
 GB1921  PID         -  GB1921
 GB1921  STATE/COUNTY-  TN/JACKSON
 GB1921  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1921
 GB1921                         *CURRENT SURVEY CONTROL
 GB1921  ___________________________________________________________________
 GB1921* NAD 83(1986)-  36 24 56.     (N)    085 38 22.     (W)     SCALED    
 GB1921* NAVD 88     -       176.113  (meters)     577.80   (feet)  ADJUSTED  
 GB1921  ___________________________________________________________________
 GB1921  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 GB1921  DYNAMIC HT  -         175.960 (meters)     577.30  (feet)  COMP
 GB1921  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 GB1921
 GB1921  VERT ORDER  -  SECOND    CLASS 0
 GB1921
 GB1921.The horizontal coordinates were scaled from a topographic map and have
 GB1921.an estimated accuracy of +/- 6 seconds.
 GB1921
 GB1921.The orthometric height was determined by differential leveling
 GB1921.and adjusted by the National Geodetic Survey in June 1991..
 GB1921
 GB1921.The geoid height was determined by GEOID03.
 GB1921
 GB1921.The dynamic height is computed by dividing the NAVD 88
 GB1921.geopotential number by the normal gravity value computed on the
 GB1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1921.degrees latitude (g = 980.6199 gals.).
 GB1921
 GB1921.The modeled gravity was interpolated from observed gravity values.
 GB1921
 GB1921;                    North         East    Units  Estimated Accuracy
 GB1921;SPC TN       -   231,090.      632,340.      MT  (+/- 180 meters Scaled)
 GB1921
 GB1921                          SUPERSEDED SURVEY CONTROL
 GB1921
 GB1921  NGVD 29 (??/??/92)  176.213  (m)          578.13   (f) ADJ UNCH    2 0
 GB1921
 GB1921.Superseded values are not recommended for survey control.
 GB1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1921.See file dsdata.txt to determine how the superseded data were derived.
 GB1921
 GB1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF219309(NAD 83)
 GB1921_MARKER: DR = REFERENCE MARK DISK
 GB1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1921_STAMPING: JAN RM-2 1966
 GB1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1921+STABILITY: SURFACE MOTION
 GB1921
 GB1921  HISTORY     - Date     Condition        Report By
 GB1921  HISTORY     - 1966     MONUMENTED       TNHD
 GB1921
 GB1921                          STATION DESCRIPTION
 GB1921
 GB1921'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1921'4.5 MI NE FROM GAINESBORO.
 GB1921'AT THE JAN 1966 STATION SITE, 33.50 FEET NORTHWEST OF THE
 GB1921'STATION MARK, 20 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB1921'STATE ROUTE 53 AND 1.3 FEET NORTHEAST OF A WOODEN GATE AT A
 GB1921'FENCE CORNER.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GB1921'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1710 ***********************************************************************
 GD1710  DESIGNATION -  JAY
 GD1710  PID         -  GD1710
 GD1710  STATE/COUNTY-  TN/DYER
 GD1710  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD1710
 GD1710                         *CURRENT SURVEY CONTROL
 GD1710  ___________________________________________________________________
 GD1710* NAD 83(1995)-  36 06 35.09178(N)    089 36 51.39311(W)     ADJUSTED  
 GD1710* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 GD1710  ___________________________________________________________________
 GD1710  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GD1710  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1710
 GD1710  HORZ ORDER  -  SECOND
 GD1710
 GD1710.The horizontal coordinates were established by classical geodetic methods
 GD1710.and adjusted by the National Geodetic Survey in April 1999..
 GD1710
 GD1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1710
 GD1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1710
 GD1710.The geoid height was determined by GEOID03.
 GD1710
 GD1710;                    North         East     Units Scale Factor Converg.
 GD1710;SPC TN       -   203,100.574   274,662.676   MT  0.99995994   -2 06 57.4
 GD1710;SPC TN       -   666,339.13    901,122.46   sFT  0.99995994   -2 06 57.4
 GD1710;UTM  16      - 3,999,286.296   264,683.277   MT  1.00028235   -1 32 29.0
 GD1710
 GD1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1710!SPC TN       -   0.99999131  x   0.99995994  =   0.99995125
 GD1710!UTM  16      -   0.99999131  x   1.00028235  =   1.00027366
 GD1710
 GD1710|---------------------------------------------------------------------|
 GD1710| PID    Reference Object                     Distance      Geod. Az  |
 GD1710|                                                           dddmmss.s |
 GD1710| CG3598 JAY RM 1                             25.607 METERS 06235     |
 GD1710| CG3597 JAY AZ MK                                          0733557.0 |
 GD1710| CG3599 JAY RM 2                             26.923 METERS 24456     |
 GD1710|---------------------------------------------------------------------|
 GD1710
 GD1710                          SUPERSEDED SURVEY CONTROL
 GD1710
 GD1710  NAD 83(1995)-  36 06 35.09503(N)    089 36 51.39378(W) AD(       ) 2
 GD1710  NAD 83(1995)-  36 06 35.09484(N)    089 36 51.39492(W) AD(       ) 2
 GD1710  NAD 83(1986)-  36 06 35.10357(N)    089 36 51.39415(W) AD(       ) 2
 GD1710  NAD 27      -  36 06 34.85090(N)    089 36 51.11058(W) AD(       ) 2
 GD1710  NGVD 29 (07/19/86)   83.6    (m)          274.     (f) VERT ANG       
 GD1710
 GD1710.Superseded values are not recommended for survey control.
 GD1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1710.See file dsdata.txt to determine how the superseded data were derived.
 GD1710
 GD1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6468399286(NAD 83)
 GD1710_MARKER: DS = TRIANGULATION STATION DISK
 GD1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1710
 GD1710  HISTORY     - Date     Condition        Report By
 GD1710  HISTORY     - 1965     MONUMENTED       TNHD
 GD1710
 GD1710                          STATION DESCRIPTION
 GD1710
 GD1710'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GD1710'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF FINLEY AND 6-1/2
 GD1710'MILES WEST OF LENOX ON THE EAST BANK OF THE MISSISSIPPI RIVER.
 GD1710'
 GD1710'TO REACH THE STATION FROM THE POST OFFICE IN FINLEY, GO 9.45 MILES
 GD1710'WESTERLY ON STATE ROUTE 20 TO AN ABANDONED CEMENT BLOCK BUILDING ON
 GD1710'THE RIGHT AND A GRAVELED ROAD ON THE RIGHT, TURN RIGHT, NORTH, AND
 GD1710'FOLLOW THE GRAVELED ROAD FOR 4.35 MILES TO A POINT WHERE THE ROAD
 GD1710'TURNS RIGHT AND CROSSES THE LEVEE,* AND THE STATION ON THE LEVEE
 GD1710'ABOUT 300 FEET NORTH OF THE ROAD.
 GD1710'
 GD1710'THE STATION MARK IS ABOUT 79 FEET SOUTHEAST OF THE EAST BANK OF THE
 GD1710'MISSISSIPPI RIVER AND 4.2 FEET SOUTHEAST OF A WITNESS POST.  THE
 GD1710'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GD1710'DEPARTMENT DISKS AND THE DISKS ARE STAMPED JAY 1965.  THE
 GD1710'UNDERGROUND MARK IS ABOUT 36 INCHES BELOW THE SURFACE.  THE SURFACE
 GD1710'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GD1710'
 GD1710'REFERENCE MARK NO. 1 IS SET IN THE LEVEE ABOUT 375 FEET WEST OF A BIG
 GD1710'RUSTY STORAGE BIN AND ABOUT 74 FEET SOUTHEAST OF THE EAST BANK OF
 GD1710'THE RIVER.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GD1710'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1710'STAMPED JAY RM-1 1965.
 GD1710'
 GD1710'REFERENCE MARK NO. 2 IS 62 FEET NORTHEAST OF A 4-INCH THORN TREE AND
 GD1710'ABOUT 100 FEET SOUTH OF THE EAST BANK OF THE RIVER.  IT IS A
 GD1710'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GD1710'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JAY RM-2 1965.
 GD1710'
 GD1710'THE AZIMUTH MARK IS 37 FEET SOUTHWEST OF A 30-INCH PECAN TREE, 20
 GD1710'FEET NORTHWEST OF A 36-INCH PECAN TREE, 15 FEET SOUTHEAST OF THE
 GD1710'APPROXIMATE CENTER OF THE GRAVELED ROAD AND 1.5 FEET NORTHWEST
 GD1710'OF A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GD1710'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GD1710'IS STAMPED JAY AZI 1965.
 GD1710'
 GD1710'TO REACH THE AZIMUTH MARK,* CONTINUE ON THE GRAVELED ROAD FOR 0.45
 GD1710'MILES NORTHEASTERLY TO THE MARK ON THE RIGHT.
 GD1710'
 GD1710'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GD1710'
 GD1710'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3531 ***********************************************************************
 GA3531  DESIGNATION -  JAYNES
 GA3531  PID         -  GA3531
 GA3531  STATE/COUNTY-  TN/CLAIBORNE
 GA3531  USGS QUAD   -  TAZEWELL (1971)
 GA3531
 GA3531                         *CURRENT SURVEY CONTROL
 GA3531  ___________________________________________________________________
 GA3531* NAD 83(1995)-  36 29 49.34716(N)    083 35 42.59793(W)     ADJUSTED  
 GA3531* NAVD 88     -       506.1    (meters)    1660.     (feet)  VERTCON   
 GA3531  ___________________________________________________________________
 GA3531  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 GA3531  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA3531
 GA3531  HORZ ORDER  -  SECOND
 GA3531
 GA3531.The horizontal coordinates were established by classical geodetic methods
 GA3531.and adjusted by the National Geodetic Survey in April 1999..
 GA3531
 GA3531.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3531
 GA3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3531
 GA3531.The geoid height was determined by GEOID03.
 GA3531
 GA3531;                    North         East     Units Scale Factor Converg.
 GA3531;SPC TN       -   242,714.736   815,441.516   MT  1.00001524   +1 24 28.4
 GA3531;SPC TN       -   796,306.60  2,675,327.71   sFT  1.00001524   +1 24 28.4
 GA3531;UTM  17      - 4,042,212.108   267,556.922   MT  1.00026572   -1 32 39.3
 GA3531
 GA3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3531!SPC TN       -   0.99992539  x   1.00001524  =   0.99994063
 GA3531!UTM  17      -   0.99992539  x   1.00026572  =   1.00019109
 GA3531
 GA3531|---------------------------------------------------------------------|
 GA3531| PID    Reference Object                     Distance      Geod. Az  |
 GA3531|                                                           dddmmss.s |
 GA3531| DB9486 JAYNES RM 1                           6.622 METERS 10248     |
 GA3531| DB9487 JAYNES RM 2                           6.012 METERS 28220     |
 GA3531| GA2587 DON                                 APPROX. 0.8 KM 3424036.3 |
 GA3531|---------------------------------------------------------------------|
 GA3531
 GA3531                          SUPERSEDED SURVEY CONTROL
 GA3531
 GA3531  NAD 83(1995)-  36 29 49.34935(N)    083 35 42.59964(W) AD(       ) 2
 GA3531  NAD 83(1995)-  36 29 49.34688(N)    083 35 42.59169(W) AD(       ) 2
 GA3531  NAD 83(1995)-  36 29 49.35630(N)    083 35 42.59908(W) AD(       ) 2
 GA3531  NAD 83(1986)-  36 29 49.35768(N)    083 35 42.59871(W) AD(       ) 2
 GA3531  NAD 27      -  36 29 49.06715(N)    083 35 42.93175(W) AD(       ) 2
 GA3531  NGVD 29 (07/19/86)  506.2    (m)         1661.     (f) VERT ANG       
 GA3531
 GA3531.Superseded values are not recommended for survey control.
 GA3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3531.See file dsdata.txt to determine how the superseded data were derived.
 GA3531
 GA3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6755742212(NAD 83)
 GA3531_MARKER: DD = SURVEY DISK
 GA3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3531
 GA3531  HISTORY     - Date     Condition        Report By
 GA3531  HISTORY     - 1963     MONUMENTED       TNHD
 GA3531  HISTORY     - 1980     GOOD             NGS
 GA3531
 GA3531                          STATION DESCRIPTION
 GA3531
 GA3531'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3531'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOHN JAYNES  *23*
 GA3531'ABOUT 3 MILES NORTHWEST OF TAZEWELL.
 GA3531'
 GA3531'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3531'ROUTE 33 IN TAZEWELL, GO
 GA3531'NORTHEASTERLY ON U.  S.  HIGHWAY 25E FOR 2.6 MILES TO
 GA3531'A PAVED ROAD ON THE LEFT, TURN
 GA3531'LEFT AND GO NORTH AND WEST ON THIS
 GA3531'PAVED ROAD FOR 0.8 MILE TO A GRAVELED ROAD ON THE
 GA3531'RIGHT, TURN RIGHT
 GA3531'AND GO EASTERLY ON THIS GRAVELED ROAD FOR 0.25 MILE TO THE FARM HOME
 GA3531'OF MR.  JOHN
 GA3531'JAYNES.  FROM THIS POINT CONTINUE EASTERLY ON A FARM
 GA3531'ROAD, PASSING THROUGH A WIRE
 GA3531'GATE FOR 0.05 MILE TO A BARN, TURN LEFT
 GA3531'JUST BEFORE REACHING THIS BARN AND GO ABOUT 60
 GA3531'FEET NORTH TO TWO WIRE
 GA3531'GATES IN AN EAST-WEST FENCE.  PASS THROUGH THE MOST WESTERLY OF
 GA3531'THESE TWO GATES
 GA3531'AND CONTINUE NORTHERLY FOR ABOUT 200 FEET TO A FENCE
 GA3531'CORNER, TURN LEFT, WEST,
 GA3531'ALONG FENCE AND GO ABOUT 200 FEET TO A WIRE
 GA3531'GATE ON THE RIGHT, TURN RIGHT, PASSING
 GA3531'THROUGH THIS WIRE GATE AND GO
 GA3531'NORTHERLY ABOUT 300 FEET TO A FENCE AND THE STATION AS
 GA3531'DESCRIBED.
 GA3531'
 GA3531'THE STATION IS 42 FEET NORTHEAST OF A LARGE PILE OF ROCK, 5 FEET WEST
 GA3531'OF A FENCE POST, 3.5
 GA3531'FEET EAST OF A METAL WITNESS POST AND SIGN, AND 1
 GA3531'FOOT SOUTH OF THE FENCE.  THE
 GA3531'SURFACE AND UNDERGROUND MARKS ARE
 GA3531'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA3531'ARE STAMPED JAYNES
 GA3531'1963.  THE UNDERGROUND MARK IS ABOUT 32 INCHES BELOW THE SURFACE.
 GA3531'THE SURFACE
 GA3531'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3531'MONUMENT.
 GA3531'
 GA3531'REFERENCE MARK NO. 1 IS ABOUT 135 FEET WEST OF A FENCE CORNER, 6 FEET
 GA3531'EAST OF A FENCE POST AND 1
 GA3531'FOOT SOUTH OF THE FENCE.  IT IS A STANDARD TENNESSEE
 GA3531'HIGHWAY DEPARTMENT DISK SET IN A
 GA3531'10-INCH SQUARE, FLUSH, CONCRETE
 GA3531'MONUMENT AND THE DISK IS STAMPED JAYNES RM-1 1963.
 GA3531'
 GA3531'REFERENCE MARK NO. 2 IS 35 FEET NORTH-NORTHEAST OF A LARGE ROCK PILE,
 GA3531'6 FEET EAST OF A FENCE
 GA3531'POST AND 1 FOOT SOUTH OF THE FENCE.  IT IS A STANDARD
 GA3531'TENNESSEE HIGHWAY DEPARTMENT DISK
 GA3531'SET IN A 10-INCH SQUARE, FLUSH,
 GA3531'CONCRETE MONUMENT AND THE DISK IS STAMPED JAYNES
 GA3531'RM-2 1963.
 GA3531'
 GA3531'TRAVERSE STATION DON WILL SERVE AS AN AZIMUTH MARK.
 GA3531'
 GA3531'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3531
 GA3531                          STATION RECOVERY (1980)
 GA3531
 GA3531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA3531'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 GA3531'GOOD CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE
 GA3531'STATION MARK, THE MENTIONED FENCE IS NOW GONE AND THE STATION 1
 GA3531'BELOW THE CREST OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1894 ***********************************************************************
 GB1894  DESIGNATION -  JEAN
 GB1894  PID         -  GB1894
 GB1894  STATE/COUNTY-  TN/JACKSON
 GB1894  USGS QUAD   -  DODSON BRANCH (1968)
 GB1894
 GB1894                         *CURRENT SURVEY CONTROL
 GB1894  ___________________________________________________________________
 GB1894* NAD 83(1995)-  36 15 59.60457(N)    085 36 18.11755(W)     ADJUSTED  
 GB1894* NAVD 88     -       309.647  (meters)    1015.90   (feet)  ADJUSTED  
 GB1894  ___________________________________________________________________
 GB1894  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GB1894  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1894  DYNAMIC HT  -         309.372 (meters)    1015.00  (feet)  COMP
 GB1894  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GB1894
 GB1894  HORZ ORDER  -  SECOND
 GB1894  VERT ORDER  -  SECOND    CLASS 0
 GB1894
 GB1894.The horizontal coordinates were established by classical geodetic methods
 GB1894.and adjusted by the National Geodetic Survey in April 1999..
 GB1894
 GB1894.The orthometric height was determined by differential leveling
 GB1894.and adjusted by the National Geodetic Survey in June 1991..
 GB1894
 GB1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1894
 GB1894.The geoid height was determined by GEOID03.
 GB1894
 GB1894.The dynamic height is computed by dividing the NAVD 88
 GB1894.geopotential number by the normal gravity value computed on the
 GB1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1894.degrees latitude (g = 980.6199 gals.).
 GB1894
 GB1894.The modeled gravity was interpolated from observed gravity values.
 GB1894
 GB1894;                    North         East     Units Scale Factor Converg.
 GB1894;SPC TN       -   214,563.499   635,490.565   MT  0.99997682   +0 13 52.4
 GB1894;SPC TN       -   703,947.08  2,084,938.63   sFT  0.99997682   +0 13 52.4
 GB1894;UTM  16      - 4,014,416.590   625,304.382   MT  0.99979346   +0 49 31.0
 GB1894
 GB1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1894!SPC TN       -   0.99995610  x   0.99997682  =   0.99993292
 GB1894!UTM  16      -   0.99995610  x   0.99979346  =   0.99974956
 GB1894
 GB1894|---------------------------------------------------------------------|
 GB1894| PID    Reference Object                     Distance      Geod. Az  |
 GB1894|                                                           dddmmss.s |
 GB1894| GB1895 JEAN RM 1                            11.269 METERS 08535     |
 GB1894| GB1893 JEAN RM 2                            12.659 METERS 23801     |
 GB1894| GB1892 JEAN AZ MK                                         2420924.3 |
 GB1894| GB1902 SALEM                               APPROX. 6.9 KM 3125723.7 |
 GB1894|---------------------------------------------------------------------|
 GB1894
 GB1894                          SUPERSEDED SURVEY CONTROL
 GB1894
 GB1894  NAD 83(1995)-  36 15 59.60659(N)    085 36 18.11955(W) AD(       ) 2
 GB1894  NAD 83(1995)-  36 15 59.60969(N)    085 36 18.12120(W) AD(       ) 2
 GB1894  NAD 83(1986)-  36 15 59.61527(N)    085 36 18.11995(W) AD(       ) 2
 GB1894  NAD 27      -  36 15 59.39884(N)    085 36 18.20560(W) AD(       ) 2
 GB1894  NGVD 29 (??/??/92)  309.728  (m)         1016.17   (f) ADJ UNCH    2 0
 GB1894
 GB1894.Superseded values are not recommended for survey control.
 GB1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1894.See file dsdata.txt to determine how the superseded data were derived.
 GB1894
 GB1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2530414417(NAD 83)
 GB1894_MARKER: DE = TRAVERSE STATION DISK
 GB1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1894_STAMPING: JEAN 1966
 GB1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1894+STABILITY: SURFACE MOTION
 GB1894
 GB1894  HISTORY     - Date     Condition        Report By
 GB1894  HISTORY     - 1966     MONUMENTED       TNHD
 GB1894  HISTORY     - 1966     GOOD             TNHD
 GB1894
 GB1894                          STATION DESCRIPTION
 GB1894
 GB1894'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1894'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF COOKEVILLE.
 GB1894'
 GB1894'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT HOUSE IN
 GB1894'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1894'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 1.15
 GB1894'MILES TO EAST 12TH STREET.  TURN LEFT ON EAST 12TH STREET AND GO
 GB1894'NORTHWESTERLY FOR 8.8 MILES TO STATE ROUTE 56.  TURN RIGHT ON STATE
 GB1894'ROUTE 56, AND GO NORTHEASTERLY FOR 0.8 MILE TO OLD STATE
 GB1894'ROUTE 56 ON THE RIGHT, TURN RIGHT AND GO 0.4 MILE TO A PAVED ROAD ON
 GB1894'THE RIGHT, JUST AFTER PASSING JESSIES MARKET.  TURN RIGHT ON THE
 GB1894'PAVED ROAD AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GB1894'CONTINUE ON THE PAVED ROAD FOR ABOUT 100 FEET TO A GRAVELED ROAD ON
 GB1894'THE RIGHT, TURN RIGHT AND FOLLOW THE GRAVELED ROAD FOR 0.2 MILE TO
 GB1894'THE STATION ON THE LEFT.
 GB1894'
 GB1894'THE STATION IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB1894'GRAVELED ROAD AND 8.8 FEET NORTHEAST OF A METAL WITNESS POST AND
 GB1894'SIGN.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GB1894'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED JEAN 1966.
 GB1894'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GB1894'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1894'MONUMENT.
 GB1894'
 GB1894'REFERENCE MARK NO. 1 IS 14 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB1894'THE GRAVELED ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB1894'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1894'MONUMENT AND THE DISK IS STAMPED JEAN RM-1 1966.
 GB1894'
 GB1894'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF THE APPROXIMATE CENTER OF
 GB1894'THE GRAVELED ROAD, 12 FEET NORTHEAST OF AN 8-INCH OAK TREE AND 9 FEET
 GB1894'NORTHEAST OF AN 8-INCH SOURWOOD TREE.  THE MARK IS A STANDARD
 GB1894'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB1894'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JEAN RM-2
 GB1894'1966.
 GB1894'
 GB1894'THE AZIMUTH MARK IS 39 FEET EAST OF THE EAST CORNER OF A CONCRETE
 GB1894'PORCH, 39 FEET SOUTHWEST OF A POWERLINE TRANSFORMER POLE, 22 FEET
 GB1894'EAST OF A 14-INCH LOCUST TREE, 10 FEET NORTHWEST OF THE APPROXIMATE
 GB1894'CENTER OF THE PAVED ROAD AND 3.3 FEET SOUTH OF A METAL WITNESS POST
 GB1894'AND SIGN.
 GB1894'
 GB1894'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GB1894'
 GB1894'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GB1894
 GB1894                          STATION RECOVERY (1966)
 GB1894
 GB1894'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1894'9 MI NW FROM COOKEVILLE.
 GB1894'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1894'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1894'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 1.15
 GB1894'MILES TO EAST 12TH STREET, TURN LEFT ON EAST 12TH STREET AND GO
 GB1894'NORTHWESTERLY FOR 8.8 MILES TO STATE ROUTE 56.  TURN RIGHT ON
 GB1894'STATE ROUTE 56 AND GO NORTHEASTERLY FOR 0.8 MILE TO OLD STATE
 GB1894'ROUTE 56 ON THE RIGHT, TURN RIGHT AND GO 0.4 MILE TO A PAVED ROAD
 GB1894'ON THE RIGHT, JUST AFTER PASSING JESSIES MARKET.  TURN RIGHT ON
 GB1894'THE PAVED ROAD AND GO 0.15 MILE TO A GRAVELED ROAD ON THE RIGHT,
 GB1894'TURN RIGHT AND FOLLOW THE GRAVELED ROAD FOR 0.2 MILE TO THE MARK
 GB1894'ON THE LEFT, 20 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB1894'GRAVELED ROAD AND 8.8 FEET NORTHEAST OF A METAL WITNESS POST AND
 GB1894'SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB1894'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1892 ***********************************************************************
 GB1892  DESIGNATION -  JEAN AZ MK
 GB1892  PID         -  GB1892
 GB1892  STATE/COUNTY-  TN/JACKSON
 GB1892  USGS QUAD   -  DODSON BRANCH (1968)
 GB1892
 GB1892                         *CURRENT SURVEY CONTROL
 GB1892  ___________________________________________________________________
 GB1892* NAD 83(1986)-  36 15 56.     (N)    085 36 28.     (W)     SCALED    
 GB1892* NAVD 88     -       307.077  (meters)    1007.47   (feet)  ADJUSTED  
 GB1892  ___________________________________________________________________
 GB1892  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1892  DYNAMIC HT  -         306.804 (meters)    1006.57  (feet)  COMP
 GB1892  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GB1892
 GB1892  VERT ORDER  -  SECOND    CLASS 0
 GB1892
 GB1892.The horizontal coordinates were scaled from a topographic map and have
 GB1892.an estimated accuracy of +/- 6 seconds.
 GB1892
 GB1892.The orthometric height was determined by differential leveling
 GB1892.and adjusted by the National Geodetic Survey in June 1991..
 GB1892
 GB1892.The geoid height was determined by GEOID03.
 GB1892
 GB1892.The dynamic height is computed by dividing the NAVD 88
 GB1892.geopotential number by the normal gravity value computed on the
 GB1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1892.degrees latitude (g = 980.6199 gals.).
 GB1892
 GB1892.The modeled gravity was interpolated from observed gravity values.
 GB1892
 GB1892;                    North         East    Units  Estimated Accuracy
 GB1892;SPC TN       -   214,450.      635,240.      MT  (+/- 180 meters Scaled)
 GB1892
 GB1892                          SUPERSEDED SURVEY CONTROL
 GB1892
 GB1892  NGVD 29 (??/??/??)  307.21   (m)         1007.9    (f) RESET       3  
 GB1892
 GB1892.Superseded values are not recommended for survey control.
 GB1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1892.See file dsdata.txt to determine how the superseded data were derived.
 GB1892
 GB1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF250143(NAD 83)
 GB1892_MARKER: DR = REFERENCE MARK DISK
 GB1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1892_STAMPING: JEAN AZI 1966
 GB1892_MARK LOGO: TNHD  
 GB1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1892+STABILITY: SURFACE MOTION
 GB1892
 GB1892  HISTORY     - Date     Condition        Report By
 GB1892  HISTORY     - 1966     MONUMENTED       TNHD
 GB1892
 GB1892                          STATION DESCRIPTION
 GB1892
 GB1892'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1892'9 MI NW FROM COOKEVILLE.
 GB1892'FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY COURTHOUSE IN
 GB1892'COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE 135 (DIXIE
 GB1892'AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135 FOR 1.15
 GB1892'MILES TO EAST 12TH STREET, TURN LEFT ON EAST 12TH STREET AND GO
 GB1892'NORTHWESTERLY FOR 8.8 MILES TO STATE ROUTE 56.  TURN RIGHT ON
 GB1892'STATE ROUTE 56 AND GO NORTHEASTERLY FOR 0.8 MILE TO OLD STATE
 GB1892'ROUTE 56 ON THE RIGHT, TURN RIGHT AND GO 0.4 MILE TO A PAVED ROAD
 GB1892'ON THE RIGHT, JUST AFTER PASSING JESSIES MARKET.  TURN RIGHT ON
 GB1892'THE PAVED ROAD AND GO 0.15 MILE TO A HOUSE AND THE MARK ON THE
 GB1892'LEFT, 39 FEET SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER,
 GB1892'22 FEET EAST OF A 14-INCH LOCUST TREE, 10 FEET NORTHWEST OF THE
 GB1892'APPROXIMATE CENTER OF THE PAVED ROAD AND 3.3 FEET SOUTH OF A METAL
 GB1892'WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF A 10-INCH,
 GB1892'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1895 ***********************************************************************
 GB1895  DESIGNATION -  JEAN RM 1
 GB1895  PID         -  GB1895
 GB1895  STATE/COUNTY-  TN/JACKSON
 GB1895  USGS QUAD   -  DODSON BRANCH (1968)
 GB1895
 GB1895                         *CURRENT SURVEY CONTROL
 GB1895  ___________________________________________________________________
 GB1895* NAD 83(1986)-  36 15 59.     (N)    085 36 18.     (W)     SCALED    
 GB1895* NAVD 88     -       309.562  (meters)    1015.62   (feet)  ADJUSTED  
 GB1895  ___________________________________________________________________
 GB1895  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1895  DYNAMIC HT  -         309.286 (meters)    1014.72  (feet)  COMP
 GB1895  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GB1895
 GB1895  VERT ORDER  -  SECOND    CLASS 0
 GB1895
 GB1895.The horizontal coordinates were scaled from a topographic map and have
 GB1895.an estimated accuracy of +/- 6 seconds.
 GB1895
 GB1895.The orthometric height was determined by differential leveling
 GB1895.and adjusted by the National Geodetic Survey in June 1991..
 GB1895
 GB1895.The geoid height was determined by GEOID03.
 GB1895
 GB1895.The dynamic height is computed by dividing the NAVD 88
 GB1895.geopotential number by the normal gravity value computed on the
 GB1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1895.degrees latitude (g = 980.6199 gals.).
 GB1895
 GB1895.The modeled gravity was interpolated from observed gravity values.
 GB1895
 GB1895;                    North         East    Units  Estimated Accuracy
 GB1895;SPC TN       -   214,550.      635,490.      MT  (+/- 180 meters Scaled)
 GB1895
 GB1895                          SUPERSEDED SURVEY CONTROL
 GB1895
 GB1895  NGVD 29 (??/??/92)  309.643  (m)         1015.89   (f) ADJ UNCH    2 0
 GB1895
 GB1895.Superseded values are not recommended for survey control.
 GB1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1895.See file dsdata.txt to determine how the superseded data were derived.
 GB1895
 GB1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF253143(NAD 83)
 GB1895_MARKER: DR = REFERENCE MARK DISK
 GB1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1895_STAMPING: JEAN RM-1 1966
 GB1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1895+STABILITY: SURFACE MOTION
 GB1895
 GB1895  HISTORY     - Date     Condition        Report By
 GB1895  HISTORY     - 1966     MONUMENTED       TNHD
 GB1895
 GB1895                          STATION DESCRIPTION
 GB1895
 GB1895'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1895'9 MI NW FROM COOKEVILLE.
 GB1895'AT THE JEAN 1966 STATION SITE, 36.97 FEET EAST OF THE STATION MARK
 GB1895'AND 14 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.
 GB1895'THE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB1895'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1893 ***********************************************************************
 GB1893  DESIGNATION -  JEAN RM 2
 GB1893  PID         -  GB1893
 GB1893  STATE/COUNTY-  TN/JACKSON
 GB1893  USGS QUAD   -  DODSON BRANCH (1968)
 GB1893
 GB1893                         *CURRENT SURVEY CONTROL
 GB1893  ___________________________________________________________________
 GB1893* NAD 83(1986)-  36 15 59.     (N)    085 36 18.     (W)     SCALED    
 GB1893* NAVD 88     -       309.445  (meters)    1015.24   (feet)  ADJUSTED  
 GB1893  ___________________________________________________________________
 GB1893  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GB1893  DYNAMIC HT  -         309.170 (meters)    1014.34  (feet)  COMP
 GB1893  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GB1893
 GB1893  VERT ORDER  -  SECOND    CLASS 0
 GB1893
 GB1893.The horizontal coordinates were scaled from a topographic map and have
 GB1893.an estimated accuracy of +/- 6 seconds.
 GB1893
 GB1893.The orthometric height was determined by differential leveling
 GB1893.and adjusted by the National Geodetic Survey in June 1991..
 GB1893
 GB1893.The geoid height was determined by GEOID03.
 GB1893
 GB1893.The dynamic height is computed by dividing the NAVD 88
 GB1893.geopotential number by the normal gravity value computed on the
 GB1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1893.degrees latitude (g = 980.6199 gals.).
 GB1893
 GB1893.The modeled gravity was interpolated from observed gravity values.
 GB1893
 GB1893;                    North         East    Units  Estimated Accuracy
 GB1893;SPC TN       -   214,550.      635,490.      MT  (+/- 180 meters Scaled)
 GB1893
 GB1893                          SUPERSEDED SURVEY CONTROL
 GB1893
 GB1893  NGVD 29 (??/??/92)  309.527  (m)         1015.51   (f) ADJ UNCH    2 0
 GB1893
 GB1893.Superseded values are not recommended for survey control.
 GB1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1893.See file dsdata.txt to determine how the superseded data were derived.
 GB1893
 GB1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF253143(NAD 83)
 GB1893_MARKER: DR = REFERENCE MARK DISK
 GB1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1893_STAMPING: JEAN RM-2 1966
 GB1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1893+STABILITY: SURFACE MOTION
 GB1893
 GB1893  HISTORY     - Date     Condition        Report By
 GB1893  HISTORY     - 1966     MONUMENTED       TNHD
 GB1893
 GB1893                          STATION DESCRIPTION
 GB1893
 GB1893'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1893'9 MI NW FROM COOKEVILLE.
 GB1893'AT THE JEAN 1966 STATION SITE, 41.53 FEET SOUTHWEST OF THE STATION
 GB1893'MARK, 12 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 GB1893'ROAD, 12 FEET NORTHEAST OF AN 8-INCH OAK TREE AND 9 FEET NORTHEAST
 GB1893'OF AN 8-INCH, SOURWOOD TREE.  THE DISK IS SET IN THE TOP OF A
 GB1893'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1072 ***********************************************************************
 GA1072  DESIGNATION -  JEAROLD
 GA1072  PID         -  GA1072
 GA1072  STATE/COUNTY-  TN/GREENE
 GA1072  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1072
 GA1072                         *CURRENT SURVEY CONTROL
 GA1072  ___________________________________________________________________
 GA1072* NAD 83(1995)-  36 21 52.32783(N)    082 40 57.76720(W)     ADJUSTED  
 GA1072* NAVD 88     -       481.353  (meters)    1579.24   (feet)  ADJUSTED  
 GA1072  ___________________________________________________________________
 GA1072  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GA1072  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1072  DYNAMIC HT  -         480.899 (meters)    1577.75  (feet)  COMP
 GA1072  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 GA1072
 GA1072  HORZ ORDER  -  SECOND
 GA1072  VERT ORDER  -  SECOND    CLASS 0
 GA1072
 GA1072.The horizontal coordinates were established by classical geodetic methods
 GA1072.and adjusted by the National Geodetic Survey in April 1999..
 GA1072
 GA1072.The orthometric height was determined by differential leveling
 GA1072.and adjusted by the National Geodetic Survey in June 1991..
 GA1072
 GA1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1072
 GA1072.The geoid height was determined by GEOID03.
 GA1072
 GA1072.The dynamic height is computed by dividing the NAVD 88
 GA1072.geopotential number by the normal gravity value computed on the
 GA1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1072.degrees latitude (g = 980.6199 gals.).
 GA1072
 GA1072.The modeled gravity was interpolated from observed gravity values.
 GA1072
 GA1072;                    North         East     Units Scale Factor Converg.
 GA1072;SPC TN       -   230,408.998   897,656.609   MT  0.99999117   +1 56 31.5
 GA1072;SPC TN       -   755,933.52  2,945,061.72   sFT  0.99999117   +1 56 31.5
 GA1072;UTM  17      - 4,025,696.624   349,035.605   MT  0.99988080   -0 59 52.5
 GA1072
 GA1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1072!SPC TN       -   0.99992939  x   0.99999117  =   0.99992056
 GA1072!UTM  17      -   0.99992939  x   0.99988080  =   0.99981019
 GA1072
 GA1072|---------------------------------------------------------------------|
 GA1072| PID    Reference Object                     Distance      Geod. Az  |
 GA1072|                                                           dddmmss.s |
 GA1072| GA1073 JEAROLD RM 1                          5.529 METERS 08053     |
 GA1072| GA1071 JEAROLD RM 2                          6.258 METERS 26203     |
 GA1072| GA1070 JEAROLD AZ MK                                      2791611.6 |
 GA1072| GA3392 AIRWAY BEACON 23                    APPROX. 5.4 KM 3403051.9 |
 GA1072|---------------------------------------------------------------------|
 GA1072
 GA1072                          SUPERSEDED SURVEY CONTROL
 GA1072
 GA1072  NAD 83(1995)-  36 21 52.32989(N)    082 40 57.76993(W) AD(       ) 2
 GA1072  NAD 83(1995)-  36 21 52.33800(N)    082 40 57.78409(W) AD(       ) 2
 GA1072  NAD 83(1995)-  36 21 52.33258(N)    082 40 57.76965(W) AD(       ) 2
 GA1072  NAD 83(1986)-  36 21 52.33509(N)    082 40 57.77079(W) AD(       ) 2
 GA1072  NAD 27      -  36 21 51.97060(N)    082 40 58.20640(W) AD(       ) 2
 GA1072  NGVD 29 (??/??/92)  481.488  (m)         1579.68   (f) ADJ UNCH    2 0
 GA1072
 GA1072.Superseded values are not recommended for survey control.
 GA1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1072.See file dsdata.txt to determine how the superseded data were derived.
 GA1072
 GA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4903625697(NAD 83)
 GA1072_MARKER: DE = TRAVERSE STATION DISK
 GA1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1072_STAMPING: JEAROLD 1961
 GA1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1072+STABILITY: SURFACE MOTION
 GA1072
 GA1072  HISTORY     - Date     Condition        Report By
 GA1072  HISTORY     - 1961     MONUMENTED       CGS
 GA1072  HISTORY     - 1961     GOOD             CGS
 GA1072
 GA1072                          STATION DESCRIPTION
 GA1072
 GA1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1072'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF FALL BRANCH AND
 GA1072'ABOUT 1 MILE EAST OF
 GA1072'JEAROLDSTOWN.
 GA1072'
 GA1072'TO REACH THE STATION FROM THE POST OFFICE IN GREENEVILLE, GO NORTH ON
 GA1072'U.S.  HIGHWAY 11E FOR
 GA1072'0.5 MILE TO THE JUNCTION OF U.S.  HIGHWAY 11E AND
 GA1072'STATE HIGHWAY 93, CONTINUE NORTH
 GA1072'ON STATE HIGHWAY 93 FOR 16.7 MILES
 GA1072'TO THE BETHESDA SCHOOL ON THE RIGHT AND HAYES
 GA1072'BROTHERS GROCERY STORE
 GA1072'ON THE LEFT JUST BEFORE REACHING A SIDE ROAD ON THE LEFT, TURN
 GA1072'LEFT ON THE SIDE
 GA1072'ROAD AND GO 1.2 MILES TO A CROSSROAD, CONTINUE STRAIGHT
 GA1072'AHEAD AND GO 0.3 MILE TO THE
 GA1072'STATION ON THE LEFT.
 GA1072'
 GA1072'THE STATION IS ABOUT 350 FEET SOUTH OF A GRAVELED ROAD, 18 FEET WEST
 GA1072'OF A TRIANGLE BLAZED
 GA1072'TREE, 10 FEET NORTHEAST OF A TRIANGLE BLAZED TREE,
 GA1072'AND 2.5 FEET NORTHEAST OF A
 GA1072'WITNESS POST.  IT IS A STANDARD TRAVERSE
 GA1072'DISK, FLUSH, AND IS STAMPED JEAROLD 1961.
 GA1072'
 GA1072'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF A TRIANGLE BLAZED TREE.  IT
 GA1072'IS A STANDARD DISK,
 GA1072'FLUSH, AND IS STAMPED JEAROLD NO 1 1961.
 GA1072'
 GA1072'REFERENCE MARK NO. 2 IS A STANDARD DISK, FLUSH, AND IS STAMPED
 GA1072'JEAROLD NO 2 1961.
 GA1072'
 GA1072'THE AZIMUTH MARK IS 220 FEET NORTHEAST OF AN IRON GATE 90 FEET
 GA1072'SOUTHWEST OF THE
 GA1072'SOUTHWEST CORNER OF A BARN AND 19 FEET SOUTHEAST OF A 10-INCH
 GA1072'WALNUT TREE.  IT IS A
 GA1072'STANDARD DISK, FLUSH, AND IS STAMPED JEAROLD
 GA1072'1961.
 GA1072'
 GA1072'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON GRAVELED ROAD
 GA1072'FOR 0.5 MILE TO A T ROAD,
 GA1072'TURN LEFT AND GO 0.35 MILE TO THE AZIMUTH MARK ON
 GA1072'THE RIGHT.
 GA1072
 GA1072                          STATION RECOVERY (1961)
 GA1072
 GA1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA1072'1.4 MI E FROM JEAROLDSTOWN.
 GA1072'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1072'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1072'FALL BRANCH), GO 0.85 MILE EAST ON THE GRAVELED ROAD TO A T
 GA1072'JUNCTION, THEN GO 0.3 MILE SOUTH ON A GRAVELED ROAD TO A SHARP
 GA1072'CURVE, CONTINUE STRAIGHT AHEAD, SOUTH, FOR ABOUT 0.2 MILE ACROSS
 GA1072'PASTURE AND UP THE SIDE OF A STEEP HILL TO THE EDGE OF SOME WOODS
 GA1072'AND THE STATION.  THE STATION MARK IS ABOUT 350 FT. SOUTH OF A
 GA1072'GRAVELED ROAD, 18 FT. WEST OF A TRIANGLE BLAZED TREE, 10 FT.
 GA1072'NORTHEAST OF A TRIANGLE BLAZED TREE, AND 2.5 FT. NORTHEAST OF A
 GA1072'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 GA1072'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1070 ***********************************************************************
 GA1070  DESIGNATION -  JEAROLD AZ MK
 GA1070  PID         -  GA1070
 GA1070  STATE/COUNTY-  TN/GREENE
 GA1070  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1070
 GA1070                         *CURRENT SURVEY CONTROL
 GA1070  ___________________________________________________________________
 GA1070* NAD 83(1986)-  36 21 58.     (N)    082 41 40.     (W)     SCALED    
 GA1070* NAVD 88     -       456.707  (meters)    1498.38   (feet)  ADJUSTED  
 GA1070  ___________________________________________________________________
 GA1070  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1070  DYNAMIC HT  -         456.278 (meters)    1496.97  (feet)  COMP
 GA1070  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 GA1070
 GA1070  VERT ORDER  -  SECOND    CLASS 0
 GA1070
 GA1070.The horizontal coordinates were scaled from a topographic map and have
 GA1070.an estimated accuracy of +/- 6 seconds.
 GA1070
 GA1070.The orthometric height was determined by differential leveling
 GA1070.and adjusted by the National Geodetic Survey in June 1991..
 GA1070
 GA1070.The geoid height was determined by GEOID03.
 GA1070
 GA1070.The dynamic height is computed by dividing the NAVD 88
 GA1070.geopotential number by the normal gravity value computed on the
 GA1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1070.degrees latitude (g = 980.6199 gals.).
 GA1070
 GA1070.The modeled gravity was interpolated from observed gravity values.
 GA1070
 GA1070;                    North         East    Units  Estimated Accuracy
 GA1070;SPC TN       -   230,550.      896,600.      MT  (+/- 180 meters Scaled)
 GA1070
 GA1070                          SUPERSEDED SURVEY CONTROL
 GA1070
 GA1070  NGVD 29 (??/??/92)  456.844  (m)         1498.83   (f) ADJ UNCH    2 0
 GA1070
 GA1070.Superseded values are not recommended for survey control.
 GA1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1070.See file dsdata.txt to determine how the superseded data were derived.
 GA1070
 GA1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA479258(NAD 83)
 GA1070_MARKER: DR = REFERENCE MARK DISK
 GA1070_SETTING: 66 = SET IN ROCK OUTCROP
 GA1070_SP_SET: OUTCROPPING BEDROCK
 GA1070_STAMPING: JEAROLD 1961
 GA1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1070+STABILITY: POSITION/ELEVATION WELL
 GA1070
 GA1070  HISTORY     - Date     Condition        Report By
 GA1070  HISTORY     - 1961     MONUMENTED       CGS
 GA1070
 GA1070                          STATION DESCRIPTION
 GA1070
 GA1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1070'0.5 MI E FROM JEAROLDSTOWN.
 GA1070'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1070'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1070'FALL BRANCH), GO 0.5 MILE EAST ON THE GRAVELED ROAD TO A BARN
 GA1070'ON THE LEFT.  THE AZIMUTH MARK IS ABOUT 250 FT. NORTH OF THE
 GA1070'GRAVELED ROAD, 220 FT. NORTHEAST OF AN IRON GATE, 90 FT. SOUTHWEST
 GA1070'OF THE SOUTHWEST CORNER OF A BARN AND 19 FT. SOUTHEAST OF A 10-INCH
 GA1070'WALNUT TREE.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA1070'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1073 ***********************************************************************
 GA1073  DESIGNATION -  JEAROLD RM 1
 GA1073  PID         -  GA1073
 GA1073  STATE/COUNTY-  TN/GREENE
 GA1073  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1073
 GA1073                         *CURRENT SURVEY CONTROL
 GA1073  ___________________________________________________________________
 GA1073* NAD 83(1986)-  36 21 51.     (N)    082 40 58.     (W)     SCALED    
 GA1073* NAVD 88     -       481.896  (meters)    1581.02   (feet)  ADJUSTED  
 GA1073  ___________________________________________________________________
 GA1073  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1073  DYNAMIC HT  -         481.442 (meters)    1579.53  (feet)  COMP
 GA1073  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 GA1073
 GA1073  VERT ORDER  -  SECOND    CLASS 0
 GA1073
 GA1073.The horizontal coordinates were scaled from a topographic map and have
 GA1073.an estimated accuracy of +/- 6 seconds.
 GA1073
 GA1073.The orthometric height was determined by differential leveling
 GA1073.and adjusted by the National Geodetic Survey in June 1991..
 GA1073
 GA1073.The geoid height was determined by GEOID03.
 GA1073
 GA1073.The dynamic height is computed by dividing the NAVD 88
 GA1073.geopotential number by the normal gravity value computed on the
 GA1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1073.degrees latitude (g = 980.6199 gals.).
 GA1073
 GA1073.The modeled gravity was interpolated from observed gravity values.
 GA1073
 GA1073;                    North         East    Units  Estimated Accuracy
 GA1073;SPC TN       -   230,370.      897,650.      MT  (+/- 180 meters Scaled)
 GA1073
 GA1073                          SUPERSEDED SURVEY CONTROL
 GA1073
 GA1073  NGVD 29 (??/??/92)  482.031  (m)         1581.46   (f) ADJ UNCH    2 0
 GA1073
 GA1073.Superseded values are not recommended for survey control.
 GA1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1073.See file dsdata.txt to determine how the superseded data were derived.
 GA1073
 GA1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA490256(NAD 83)
 GA1073_MARKER: DR = REFERENCE MARK DISK
 GA1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1073_STAMPING: JEAROLD NO 1 1961
 GA1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1073+STABILITY: SURFACE MOTION
 GA1073
 GA1073  HISTORY     - Date     Condition        Report By
 GA1073  HISTORY     - 1961     MONUMENTED       CGS
 GA1073
 GA1073                          STATION DESCRIPTION
 GA1073
 GA1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1073'1.4 MI E FROM JEAROLDSTOWN.
 GA1073'THIS MARK IS LOCATED AT THE JEAROLD 1961 STATION SITE, 18 FT.
 GA1073'EAST OF THE STATION MARK, AND 4 FT. NORTH OF A TRIANGLE BLAZED
 GA1073'TREE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA1073'GROUND.  NOTE-- SEE DESCRIPTION FOR STATION JEAROLD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1071 ***********************************************************************
 GA1071  DESIGNATION -  JEAROLD RM 2
 GA1071  PID         -  GA1071
 GA1071  STATE/COUNTY-  TN/GREENE
 GA1071  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1071
 GA1071                         *CURRENT SURVEY CONTROL
 GA1071  ___________________________________________________________________
 GA1071* NAD 83(1986)-  36 21 51.     (N)    082 40 58.     (W)     SCALED    
 GA1071* NAVD 88     -       480.996  (meters)    1578.07   (feet)  ADJUSTED  
 GA1071  ___________________________________________________________________
 GA1071  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1071  DYNAMIC HT  -         480.543 (meters)    1576.58  (feet)  COMP
 GA1071  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 GA1071
 GA1071  VERT ORDER  -  SECOND    CLASS 0
 GA1071
 GA1071.The horizontal coordinates were scaled from a topographic map and have
 GA1071.an estimated accuracy of +/- 6 seconds.
 GA1071
 GA1071.The orthometric height was determined by differential leveling
 GA1071.and adjusted by the National Geodetic Survey in June 1991..
 GA1071
 GA1071.The geoid height was determined by GEOID03.
 GA1071
 GA1071.The dynamic height is computed by dividing the NAVD 88
 GA1071.geopotential number by the normal gravity value computed on the
 GA1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1071.degrees latitude (g = 980.6199 gals.).
 GA1071
 GA1071.The modeled gravity was interpolated from observed gravity values.
 GA1071
 GA1071;                    North         East    Units  Estimated Accuracy
 GA1071;SPC TN       -   230,370.      897,650.      MT  (+/- 180 meters Scaled)
 GA1071
 GA1071                          SUPERSEDED SURVEY CONTROL
 GA1071
 GA1071  NGVD 29 (??/??/92)  481.131  (m)         1578.51   (f) ADJ UNCH    2 0
 GA1071
 GA1071.Superseded values are not recommended for survey control.
 GA1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1071.See file dsdata.txt to determine how the superseded data were derived.
 GA1071
 GA1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA490256(NAD 83)
 GA1071_MARKER: DR = REFERENCE MARK DISK
 GA1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1071_STAMPING: JEAROLD NO 2 1961
 GA1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1071+STABILITY: SURFACE MOTION
 GA1071
 GA1071  HISTORY     - Date     Condition        Report By
 GA1071  HISTORY     - 1961     MONUMENTED       CGS
 GA1071
 GA1071                          STATION DESCRIPTION
 GA1071
 GA1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1071'1.4 MI E FROM JEAROLDSTOWN.
 GA1071'THIS MARK IS LOCATED AT THE JEAROLD 1961 STATION SITE, 20.5 FT.
 GA1071'WEST OF THE STATION MARK, THE DISK IS SET IN TOP OF A CONCRETE
 GA1071'POST FLUSH WITH THE GROUND.  NOTE-- SEE DESCRIPTION FOR STATION
 GA1071'JEAROLD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1792 ***********************************************************************
 FC1792  DESIGNATION -  JEB 2
 FC1792  PID         -  FC1792
 FC1792  STATE/COUNTY-  TN/POLK
 FC1792  USGS QUAD   -  PARKSVILLE (1974)
 FC1792
 FC1792                         *CURRENT SURVEY CONTROL
 FC1792  ___________________________________________________________________
 FC1792* NAD 83(1995)-  35 00 51.54155(N)    084 44 01.59432(W)     ADJUSTED  
 FC1792* NAVD 88     -       236.31   (+/-2cm)     775.3    (feet)  VERTCON   
 FC1792  ___________________________________________________________________
 FC1792  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 FC1792  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FC1792
 FC1792  HORZ ORDER  -  SECOND
 FC1792  VERT ORDER  -  THIRD ? (See Below)
 FC1792
 FC1792.The horizontal coordinates were established by classical geodetic methods
 FC1792.and adjusted by the National Geodetic Survey in April 1999..
 FC1792
 FC1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1792.The vertical order pertains to the NGVD 29 superseded value.
 FC1792
 FC1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1792
 FC1792.The geoid height was determined by GEOID03.
 FC1792
 FC1792;                    North         East     Units Scale Factor Converg.
 FC1792;SPC TN       -    76,304.221   715,573.664   MT  1.00004995   +0 44 28.7
 FC1792;SPC TN       -   250,341.43  2,347,677.93   sFT  1.00004995   +0 44 28.7
 FC1792;UTM  16      - 3,876,977.908   706,779.214   MT  1.00012700   +1 18 02.8
 FC1792
 FC1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1792!SPC TN       -   0.99996757  x   1.00004995  =   1.00001752
 FC1792!UTM  16      -   0.99996757  x   1.00012700  =   1.00009457
 FC1792
 FC1792                          SUPERSEDED SURVEY CONTROL
 FC1792
 FC1792  NAD 83(1995)-  35 00 51.54171(N)    084 44 01.59404(W) AD(       ) 2
 FC1792  NAD 83(1995)-  35 00 51.54416(N)    084 44 01.59988(W) AD(       ) 2
 FC1792  NAD 83(1995)-  35 00 51.54508(N)    084 44 01.59930(W) AD(       ) 2
 FC1792  NAD 83(1986)-  35 00 51.54520(N)    084 44 01.59942(W) AD(       ) 2
 FC1792  NAD 27      -  35 00 51.27294(N)    084 44 01.81904(W) AD(       ) 2
 FC1792  NGVD 29 (07/19/86)  236.33   (m)          775.4    (f) LEVELING    3  
 FC1792
 FC1792.Superseded values are not recommended for survey control.
 FC1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1792.See file dsdata.txt to determine how the superseded data were derived.
 FC1792
 FC1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0677976978(NAD 83)
 FC1792_MARKER: DD = SURVEY DISK
 FC1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1792_MARK LOGO: USGS  
 FC1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1792
 FC1792  HISTORY     - Date     Condition        Report By
 FC1792  HISTORY     - 1942     MONUMENTED       USGS
 FC1792  HISTORY     - 1978     GOOD             NGS
 FC1792
 FC1792                          STATION DESCRIPTION
 FC1792
 FC1792'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 FC1792'LOCATED 7.0 MI S. ALONG U. S. HGIHWAY 411 FROM OCOEE, TENN., AT
 FC1792'CROSSROAD, AND 2.0 MI N. OF CONASAUGA, TENN.  STATION IS APPROXIMATELY
 FC1792'100 FT W. OF WHITE HOUSE BELONGING TO J. S. HAWKINS, 24 FT S. OF
 FC1792'CENTERLINE OF COUNTY RD., 62 FT W. OF CENTERLINE OF HIGHWAY 411, ON
 FC1792'BANK OF WIDE DITCH, 60 FT N. OF 8-IN. PINE TREE, AND APPROXIMATELY
 FC1792'0.2 MI N. OF HWY. BRIDGE OVER CONASAUGA RIVER.  STANDARD DISK
 FC1792'STAMPED---JEB 2 1942---.
 FC1792
 FC1792                          STATION RECOVERY (1978)
 FC1792
 FC1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 FC1792'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE GEORGIA
 FC1792'AND TENNESSEE BORDER, 3/4 MILE NORTH OF THE TOWN OF
 FC1792'CONASAUGA, 4 MILES SOUTH OF OLD FORT, JUST OFF U.S. HIGHWAY
 FC1792'411, AND ON HIGHWAY RIGHT-OF-WAY.
 FC1792'
 FC1792'TO REACH THE STATION FROM THE TENNESSEE AND GEORGIA STATE LINE
 FC1792'AT TENNGA, GEORGIA, GO NORTH ON U.S. HIGHWAY 411 FOR 1.6 MILES TO
 FC1792'A BRIDGE ACROSS THE CONASAUGA RIVER.  CONTINUE NORTH FOR 0.3
 FC1792'MILE TO A CROSSROADS AND THE STATION ON THE LEFT, AS DESCRIBED.
 FC1792'
 FC1792'THE STATION IS A STANDARD  TVA DISK
 FC1792'STAMPED---JEB 2 1942---,
 FC1792'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 5 CM ON A SIDE
 FC1792'FLUSH WITH GROUND.  IT IS LOCATED
 FC1792'62 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 411,
 FC1792'38.6 FEET WEST FROM A POWER POLE, AND
 FC1792'25 FEET SOUTH FROM THE CENTER OF A GRADED ROAD.
 FC1792'
 FC1792'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0663 ***********************************************************************
 GC0663  DESIGNATION -  JEFF
 GC0663  PID         -  GC0663
 GC0663  STATE/COUNTY-  TN/DAVIDSON
 GC0663  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0663
 GC0663                         *CURRENT SURVEY CONTROL
 GC0663  ___________________________________________________________________
 GC0663* NAD 83(1995)-  36 10 10.91309(N)    086 47 57.32970(W)     ADJUSTED  
 GC0663* NAVD 88     -       153.221  (meters)     502.69   (feet)  ADJUSTED  
 GC0663  ___________________________________________________________________
 GC0663  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GC0663  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0663  DYNAMIC HT  -         153.089 (meters)     502.26  (feet)  COMP
 GC0663  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GC0663
 GC0663  HORZ ORDER  -  SECOND
 GC0663  VERT ORDER  -  SECOND    CLASS 0
 GC0663
 GC0663.The horizontal coordinates were established by classical geodetic methods
 GC0663.and adjusted by the National Geodetic Survey in April 1999..
 GC0663
 GC0663.The orthometric height was determined by differential leveling
 GC0663.and adjusted by the National Geodetic Survey in June 1991..
 GC0663
 GC0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0663
 GC0663.The geoid height was determined by GEOID03.
 GC0663
 GC0663.The dynamic height is computed by dividing the NAVD 88
 GC0663.geopotential number by the normal gravity value computed on the
 GC0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0663.degrees latitude (g = 980.6199 gals.).
 GC0663
 GC0663.The modeled gravity was interpolated from observed gravity values.
 GC0663
 GC0663;                    North         East     Units Scale Factor Converg.
 GC0663;SPC TN       -   204,038.074   528,093.916   MT  0.99996551   -0 28 04.5
 GC0663;SPC TN       -   669,414.91  1,732,588.12   sFT  0.99996551   -0 28 04.5
 GC0663;UTM  16      - 4,002,789.383   518,053.547   MT  0.99960402   +0 07 06.5
 GC0663
 GC0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0663!SPC TN       -   0.99998055  x   0.99996551  =   0.99994606
 GC0663!UTM  16      -   0.99998055  x   0.99960402  =   0.99958458
 GC0663
 GC0663:                Primary Azimuth Mark                     Grid Az
 GC0663:SPC TN       -  NASHVILLE NHA CHEATAM PL STK             024 22 40.0
 GC0663:UTM  16      -  NASHVILLE NHA CHEATAM PL STK             023 47 29.0
 GC0663
 GC0663|---------------------------------------------------------------------|
 GC0663| PID    Reference Object                     Distance      Geod. Az  |
 GC0663|                                                           dddmmss.s |
 GC0663| GC2268 NASHVILLE NHA CHEATAM PL STK        APPROX. 1.0 KM 0235435.5 |
 GC0663| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 1.4 KM 1073830.1 |
 GC0663| GC0602 JEFF RM 1                            26.320 METERS 13108     |
 GC0663| GC2265 NASHVILLE FISK UNIV CUPOLA          APPROX. 0.5 KM 2602242.2 |
 GC0663| GC0664 JEFF RM 2                            26.073 METERS 26242     |
 GC0663|---------------------------------------------------------------------|
 GC0663
 GC0663                          SUPERSEDED SURVEY CONTROL
 GC0663
 GC0663  NAD 83(1995)-  36 10 10.91511(N)    086 47 57.33161(W) AD(       ) 2
 GC0663  NAD 83(1995)-  36 10 10.91718(N)    086 47 57.33190(W) AD(       ) 2
 GC0663  NAD 83(1986)-  36 10 10.92327(N)    086 47 57.33283(W) AD(       ) 2
 GC0663  NAD 27      -  36 10 10.71810(N)    086 47 57.33580(W) AD(       ) 2
 GC0663  NGVD 29 (??/??/92)  153.246  (m)          502.77   (f) ADJ UNCH    2 0
 GC0663
 GC0663.Superseded values are not recommended for survey control.
 GC0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0663.See file dsdata.txt to determine how the superseded data were derived.
 GC0663
 GC0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1805402789(NAD 83)
 GC0663_MARKER: DS = TRIANGULATION STATION DISK
 GC0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0663_STAMPING: JEFF 1959
 GC0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0663+STABILITY: SURFACE MOTION
 GC0663
 GC0663  HISTORY     - Date     Condition        Report By
 GC0663  HISTORY     - 1959     MONUMENTED       CGS
 GC0663  HISTORY     - 1960     GOOD             NGS
 GC0663
 GC0663                          STATION DESCRIPTION
 GC0663
 GC0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0663'THE STATION IS LOCATED ON A VACANT LOT BETWEEN THE HILLCREST
 GC0663'APARTMENTS AND A HOME AT 1218 PHILLIPS STREET OWNED BY MR.  C.
 GC0663'WALKER.  THE LOT IS ALSO OWNED BY MR. WALKER.  IT IS ABOUT 1.0 MILE
 GC0663'NORTHWEST OF THE DOWNTOWN SECTION OF NASHVILLE AND 0.1 MILE
 GC0663'SOUTH-SOUTHWEST OF THE INTERSECTION OF 7TH. AVE. NORTH AND JEFFERSON
 GC0663'STREET.
 GC0663'
 GC0663'THE STATION MARK, A STANDARD DISK STAMPED JEFF 1959, IS SET IN THE
 GC0663'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 GC0663'IS 105 FEET NORTH OF PHILLIPS STREET, 76 FEET SOUTH OF A BOARD FENCE
 GC0663'PAINTED WHITE, AND 75 FEET EAST OF THE NORTHEAST CORNER OF MR.
 GC0663'WALKERS HOME.
 GC0663'
 GC0663'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED JEFF 1959 AND
 GC0663'IS SET ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GC0663'
 GC0663'REFERENCE MARK 1, A STANDARD DISK STAMPED JEFF NO 1 1959, IS SET IN A
 GC0663'DRILL HOLE IN A CONCRETE WALK.  IT IS 16 FEET NORTH OF THE
 GC0663'CENTER OF PHILLIPS STREET, 13 FEET WEST-SOUTHWEST OF THE WEST END OF
 GC0663'A STONE RETAINING WALL, 2 FEET SOUTH OF THE WALK, AND 2 FEET LOWER
 GC0663'THAN THE STATION.
 GC0663'
 GC0663'REFERENCE MARK 2, A STANDARD DISK STAMPED JEFF NO 2 1959, IS SET IN A
 GC0663'DRILL HOLE IN A CONCRETE DRIVEWAY.  IT IS 40 FEET NORTH OF THE
 GC0663'NORTHEAST CORNER OF MR. WALKERS HOME, 17 FEET SOUTH OF THE SOUTHWEST
 GC0663'CORNER OF A GARAGE, AND 1 FOOT EAST OF THE WEST EDGE OF THE
 GC0663'DRIVEWAY.
 GC0663'
 GC0663'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC0663
 GC0663                          STATION RECOVERY (1960)
 GC0663
 GC0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0663'AT NASHVILLE.
 GC0663'THE STATION IS LOCATED ON A VACANT LOT BETWEEN THE HILLCREST
 GC0663'APARTMENTS AND A HOME AT 1218 PHILLIPS STREET OWNED BY MR. C.
 GC0663'WALKER, 105 FT. NORTH OF PHILLIPS STREET, 76 FT. SOUTH OF A BOARD
 GC0663'FENCE PAINTED WHITE, AND 75 FT. EAST OF THE CORNER OF MR.
 GC0663'WALKERS HOME, SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 GC0663'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0602 ***********************************************************************
 GC0602  DESIGNATION -  JEFF RM 1
 GC0602  PID         -  GC0602
 GC0602  STATE/COUNTY-  TN/DAVIDSON
 GC0602  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0602
 GC0602                         *CURRENT SURVEY CONTROL
 GC0602  ___________________________________________________________________
 GC0602* NAD 83(1986)-  36 10 10.     (N)    086 47 57.     (W)     SCALED    
 GC0602* NAVD 88     -       152.327  (meters)     499.76   (feet)  ADJUSTED  
 GC0602  ___________________________________________________________________
 GC0602  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0602  DYNAMIC HT  -         152.196 (meters)     499.33  (feet)  COMP
 GC0602  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GC0602
 GC0602  VERT ORDER  -  SECOND    CLASS 0
 GC0602
 GC0602.The horizontal coordinates were scaled from a topographic map and have
 GC0602.an estimated accuracy of +/- 6 seconds.
 GC0602
 GC0602.The orthometric height was determined by differential leveling
 GC0602.and adjusted by the National Geodetic Survey in June 1991..
 GC0602
 GC0602.The geoid height was determined by GEOID03.
 GC0602
 GC0602.The dynamic height is computed by dividing the NAVD 88
 GC0602.geopotential number by the normal gravity value computed on the
 GC0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0602.degrees latitude (g = 980.6199 gals.).
 GC0602
 GC0602.The modeled gravity was interpolated from observed gravity values.
 GC0602
 GC0602;                    North         East    Units  Estimated Accuracy
 GC0602;SPC TN       -   204,010.      528,100.      MT  (+/- 180 meters Scaled)
 GC0602
 GC0602                          SUPERSEDED SURVEY CONTROL
 GC0602
 GC0602  NGVD 29 (??/??/92)  152.352  (m)          499.84   (f) ADJ UNCH    2 0
 GC0602
 GC0602.Superseded values are not recommended for survey control.
 GC0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0602.See file dsdata.txt to determine how the superseded data were derived.
 GC0602
 GC0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF180027(NAD 83)
 GC0602_MARKER: DR = REFERENCE MARK DISK
 GC0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0602_SP_SET: SIDEWALK
 GC0602_STAMPING: JEFF NO 1 1959
 GC0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0602
 GC0602  HISTORY     - Date     Condition        Report By
 GC0602  HISTORY     - 1959     MONUMENTED       CGS
 GC0602  HISTORY     - 1960     GOOD             NGS
 GC0602
 GC0602                          STATION DESCRIPTION
 GC0602
 GC0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0602'AT NASHVILLE.
 GC0602'THIS MARK IS LOCATED AT THE JEFF 1959 STATION SITE, 86.3 FT.
 GC0602'SOUTHEAST OF THE STATION MARK, 16 FT. NORTH OF THE CENTER OF PHILLIPS
 GC0602'STREET, 13 FT. WEST-SOUTHWEST OF THE WEST END OF A STONE RETAINING
 GC0602'WALL AND 2 FT. SOUTH OF THE NORTH EDGE OF THE SIDEWALK, DRILLED
 GC0602'IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0664 ***********************************************************************
 GC0664  DESIGNATION -  JEFF RM 2
 GC0664  PID         -  GC0664
 GC0664  STATE/COUNTY-  TN/DAVIDSON
 GC0664  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0664
 GC0664                         *CURRENT SURVEY CONTROL
 GC0664  ___________________________________________________________________
 GC0664* NAD 83(1986)-  36 10 10.     (N)    086 47 57.     (W)     SCALED    
 GC0664* NAVD 88     -       153.142  (meters)     502.43   (feet)  ADJUSTED  
 GC0664  ___________________________________________________________________
 GC0664  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC0664  DYNAMIC HT  -         153.011 (meters)     502.00  (feet)  COMP
 GC0664  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GC0664
 GC0664  VERT ORDER  -  SECOND    CLASS 0
 GC0664
 GC0664.The horizontal coordinates were scaled from a topographic map and have
 GC0664.an estimated accuracy of +/- 6 seconds.
 GC0664
 GC0664.The orthometric height was determined by differential leveling
 GC0664.and adjusted by the National Geodetic Survey in June 1991..
 GC0664
 GC0664.The geoid height was determined by GEOID03.
 GC0664
 GC0664.The dynamic height is computed by dividing the NAVD 88
 GC0664.geopotential number by the normal gravity value computed on the
 GC0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0664.degrees latitude (g = 980.6199 gals.).
 GC0664
 GC0664.The modeled gravity was interpolated from observed gravity values.
 GC0664
 GC0664;                    North         East    Units  Estimated Accuracy
 GC0664;SPC TN       -   204,010.      528,100.      MT  (+/- 180 meters Scaled)
 GC0664
 GC0664                          SUPERSEDED SURVEY CONTROL
 GC0664
 GC0664  NGVD 29 (??/??/92)  153.168  (m)          502.52   (f) ADJ UNCH    2 0
 GC0664
 GC0664.Superseded values are not recommended for survey control.
 GC0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0664.See file dsdata.txt to determine how the superseded data were derived.
 GC0664
 GC0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF180027(NAD 83)
 GC0664_MARKER: DR = REFERENCE MARK DISK
 GC0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0664_SP_SET: SIDEWALK
 GC0664_STAMPING: JEFF NO 2 1959
 GC0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0664
 GC0664  HISTORY     - Date     Condition        Report By
 GC0664  HISTORY     - 1959     MONUMENTED       CGS
 GC0664  HISTORY     - 1960     GOOD             NGS
 GC0664
 GC0664                          STATION DESCRIPTION
 GC0664
 GC0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0664'AT NASHVILLE.
 GC0664'THIS MARK IS LOCATED AT THE JEFF 1959 STATION SITE, 85.5 FT.
 GC0664'WEST OF THE STATION MARK, 40 FT. NORTH OF THE NORTHEAST CORNER
 GC0664'OF MR. WALKERS HOME, 17 FT. SOUTH OF THE SOUTHWEST CORNER OF
 GC0664'A GARAGE, AND 1 FT. EAST OF THE WEST EDGE OF THE DRIVEWAY,
 GC0664'DRILLED IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0137 ***********************************************************************
 GB0137  DESIGNATION -  JELL
 GB0137  PID         -  GB0137
 GB0137  STATE/COUNTY-  TN/CAMPBELL
 GB0137  USGS QUAD   -  JELLICO EAST (1982)
 GB0137
 GB0137                         *CURRENT SURVEY CONTROL
 GB0137  ___________________________________________________________________
 GB0137* NAD 83(1995)-  36 34 49.77863(N)    084 06 48.84302(W)     ADJUSTED  
 GB0137* NAVD 88     -       320.960  (meters)    1053.02   (feet)  ADJUSTED  
 GB0137  ___________________________________________________________________
 GB0137  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GB0137  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB0137  DYNAMIC HT  -         320.682 (meters)    1052.10  (feet)  COMP
 GB0137  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GB0137
 GB0137  HORZ ORDER  -  SECOND
 GB0137  VERT ORDER  -  SECOND    CLASS 0
 GB0137
 GB0137.The horizontal coordinates were established by classical geodetic methods
 GB0137.and adjusted by the National Geodetic Survey in April 1999..
 GB0137
 GB0137.The orthometric height was determined by differential leveling
 GB0137.and adjusted by the National Geodetic Survey in June 1991..
 GB0137
 GB0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0137
 GB0137.The geoid height was determined by GEOID03.
 GB0137
 GB0137.The dynamic height is computed by dividing the NAVD 88
 GB0137.geopotential number by the normal gravity value computed on the
 GB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0137.degrees latitude (g = 980.6199 gals.).
 GB0137
 GB0137.The modeled gravity was interpolated from observed gravity values.
 GB0137
 GB0137;                    North         East     Units Scale Factor Converg.
 GB0137;SPC TN       -   250,955.754   768,827.608   MT  1.00003316   +1 06 15.8
 GB0137;SPC TN       -   823,344.00  2,522,395.24   sFT  1.00003316   +1 06 15.8
 GB0137;SPC KY1Z     - 1,028,716.820 1,646,473.557   MT  1.00015820   +1 00 16.9
 GB0137;SPC KY1Z     - 3,375,048.43  5,401,805.33   sFT  1.00015820   +1 00 16.9
 GB0137;SPC KY S     -   528,696.944   646,455.148   MT  1.00003126   +0 59 32.8
 GB0137;SPC KY S     - 1,734,566.56  2,120,911.60   sFT  1.00003126   +0 59 32.8
 GB0137;UTM  16      - 4,052,215.574   758,259.332   MT  1.00042182   +1 43 16.0
 GB0137
 GB0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0137!SPC TN       -   0.99995433  x   1.00003316  =   0.99998749
 GB0137!SPC KY1Z     -   0.99995433  x   1.00015820  =   1.00011252
 GB0137!SPC KY S     -   0.99995433  x   1.00003126  =   0.99998559
 GB0137!UTM  16      -   0.99995433  x   1.00042182  =   1.00037613
 GB0137
 GB0137|---------------------------------------------------------------------|
 GB0137| PID    Reference Object                     Distance      Geod. Az  |
 GB0137|                                                           dddmmss.s |
 GB0137| DB9488 JELL RM 3                            17.948 METERS 03105     |
 GB0137| GB2489 HIGH                                APPROX. 1.5 KM 1244759.6 |
 GB0137| DB9489 JELL RM 4                            12.585 METERS 13328     |
 GB0137| GB0139 JELL RM 1                            17.254 METERS 14522     |
 GB0137| GB0138 JELL RM 2                             9.116 METERS 21652     |
 GB0137|---------------------------------------------------------------------|
 GB0137
 GB0137                          SUPERSEDED SURVEY CONTROL
 GB0137
 GB0137  NAD 83(1995)-  36 34 49.77860(N)    084 06 48.84325(W) AD(       ) 2
 GB0137  NAD 83(1995)-  36 34 49.79001(N)    084 06 48.84578(W) AD(       ) 2
 GB0137  NAD 83(1986)-  36 34 49.79054(N)    084 06 48.84503(W) AD(       ) 2
 GB0137  NAD 27      -  36 34 49.48830(N)    084 06 49.08160(W) AD(       ) 2
 GB0137  NGVD 29 (??/??/92)  321.104  (m)         1053.49   (f) ADJ UNCH    2 0
 GB0137
 GB0137.Superseded values are not recommended for survey control.
 GB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0137.See file dsdata.txt to determine how the superseded data were derived.
 GB0137
 GB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5825952216(NAD 83)
 GB0137_MARKER: DE = TRAVERSE STATION DISK
 GB0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0137_STAMPING: JELL 1961
 GB0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0137+STABILITY: SURFACE MOTION
 GB0137
 GB0137  HISTORY     - Date     Condition        Report By
 GB0137  HISTORY     - 1961     MONUMENTED       CGS
 GB0137  HISTORY     - 1961     GOOD             CGS
 GB0137  HISTORY     - 1964     GOOD             TNHD
 GB0137  HISTORY     - 20051127 GOOD             USPSQD
 GB0137
 GB0137                          STATION DESCRIPTION
 GB0137
 GB0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB0137'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEASTERLY OF THE BUSINESS
 GB0137'DISTRICT OF JELLICO AND AT
 GB0137'THE CROUCHES CREEK BAPTIST CHURCH.
 GB0137'
 GB0137'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO WEST, ON
 GB0137'MAIN STREET AND U.S.
 GB0137'HIGHWAY 25W FOR 0.15 MILE TO A TRAFFIC LIGHT.  TURN LEFT
 GB0137'AND FOLLOW U.S.  HIGHWAY 25W
 GB0137'SOUTHEASTERLY FOR 0.9 MILE TO A SIDE
 GB0137'ROAD ON THE RIGHT AT THE CROUCHES CREEK BAPTIST
 GB0137'CHURCH AND THE
 GB0137'STATION ON THE RIGHT AS DESCRIBED.
 GB0137'
 GB0137'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED JELL 1961, SET
 GB0137'IN A CONCRETE MONUMENT
 GB0137'WHICH PROJECTS 5 INCHES.  IT IS 73 FEET NORTHWEST
 GB0137'OF THE NORTHEAST CORNER OF THE
 GB0137'CROUCHES CREEK BAPTIST CHURCH, 53 FEET
 GB0137'SOUTHWEST OF THE CENTER OF U.S.  HIGHWAY 25W, 3.3
 GB0137'FEET SOUTHWEST OF A
 GB0137'POWER LINE POLE, AND 3.1 FEET NORTHEAST OF A WITNESS SIGN.
 GB0137'
 GB0137'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED JELL NO 1 1961,
 GB0137'CEMENTED IN A DRILL HOLE IN
 GB0137'A CONCRETE STEP, AND SET FLUSH WITH THE STEP.  IT IS 34
 GB0137'FEET SOUTHEAST OF THE CENTER OF
 GB0137'A HARD SURFACE ROAD, 27 FEET WEST OF
 GB0137'THE NORTHEAST CORNER OF THE CHURCH, 24 FEET NORTH
 GB0137'OF THE NORTHWEST
 GB0137'CORNER OF THE CHURCH, AND SET IN THE SECOND STEP OF THE CHURCH
 GB0137'ENTRANCE.
 GB0137'
 GB0137'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED JELL NO 2 1961, SET
 GB0137'IN A CONCRETE MONUMENT
 GB0137'WHICH PROJECTS 5 INCHES.  IT IS 70.8 FEET NORTHWEST
 GB0137'OF THE NORTHWEST CORNER OF THE
 GB0137'CHURCH, 26.8 FEET SOUTHWEST OF A
 GB0137'WITNESS SIGN, AND 21 FEET NORTHWEST OF THE CENTER
 GB0137'OF A HARD SURFACE ROAD.
 GB0137'
 GB0137'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GB0137'55.0 FEET.
 GB0137'
 GB0137'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 GB0137'STATION HIGH WILL SERVE
 GB0137'AS THE AZIMUTH MARK.
 GB0137'
 GB0137'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GB0137
 GB0137                          STATION RECOVERY (1961)
 GB0137
 GB0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GB0137'1 MI E FROM JELLICO.
 GB0137'FROM THE POST OFFICE IN JELLICO, GO 0.15 MILE EAST ON MAIN
 GB0137'STREET AND U.S. HIGHWAY 25W, THEN GO NORTHEASTERLY ON U.S.
 GB0137'HIGHWAY 25W FOR 0.9 MILE TO THE CROUCHES CREEK BAPTIST CHURCH.
 GB0137'THE STATION MARK IS 73 FT. NORTHWEST OF THE NORTHEAST CORNER OF
 GB0137'THE CHURCH, 53 FT. SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 25W,
 GB0137'3.3 FT. SOUTHWEST OF A POWER LINE POLE, AND 3.1 FT. NORTHEAST
 GB0137'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB0137'PROJECTING 5 INCHES AND IS ABOUT LEVEL WITH A GRAVELED ROAD.
 GB0137
 GB0137                          STATION RECOVERY (1964)
 GB0137
 GB0137'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GB0137'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 GB0137'REFERENCE MARK NO.  2 WAS DESTROYED BY CONSTRUCTION OF A SERVICE
 GB0137'STATION.  THE
 GB0137'CROUCHES CREEK BAPTIST CHURCH MENTIONED IN THE ORIGINAL
 GB0137'DESCRIPTION WAS RELOCATED AND
 GB0137'REFERENCE MARK NO.  1 WOULD ALSO BE
 GB0137'DESTROYED.  TWO NEW REFERENCE MARKS, NO.  3 AND
 GB0137'NO.  4, WERE
 GB0137'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 GB0137'
 GB0137'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE BUSINESS
 GB0137'DISTRICT OF JELLICO
 GB0137'AND ABOUT 0.2 MILE NORTHWEST OF THE INTERSTATE HIGHWAY 75 OVERPASS.
 GB0137'
 GB0137'TO REACH THE STATION FROM THE POST OFFICE IN JELLICO, GO WEST, ON
 GB0137'U.S. HIGHWAY 25W (MAIN
 GB0137'STREET), FOR 0.15 MILE TO AN INTERSECTION.  TURN LEFT AND
 GB0137'FOLLOW U.S.  HIGHWAY 25W
 GB0137'SOUTHEASTERLY FOR 0.9 MILE TO A SIDE ROAD ON
 GB0137'THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GB0137'
 GB0137'THE STATION MARK IS 103 FEET EAST OF THE NORTHEAST CORNER OF THE
 GB0137'SERVICE STATION, 40
 GB0137'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE SOUTHEAST
 GB0137'BOUND LANE OF U.S.  HIGHWAY
 GB0137'25W, 21 FEET NORTHWEST OF THE APPROXIMATE
 GB0137'CENTER OF A PAVED ROAD 13 FEET NORTH OF A STOP
 GB0137'SIGN, 4 FEET SOUTHWEST
 GB0137'OF A FIRE HYDRANT AND 4 FEET SOUTHWEST OF A POWER POLE WITH A
 GB0137'WITNESS SIGN
 GB0137'ATTACHED.  IT IS A STANDARD DISK, STAMPED JELL 1961, SET IN A
 GB0137'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0137'
 GB0137'REFERENCE MARK NO. 3 IS 38 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB0137'OF A CROSS OVER LANE, 36
 GB0137'FEET SOUTHEAST OF A HIGHWAY SIGN (TWO WAY TRAFFIC
 GB0137'AHEAD), 18 FEET NORTHEAST OF THE
 GB0137'APPROXIMATE CENTER OF THE SOUTHEAST
 GB0137'BOUND LANE OF U.S.  HIGHWAY 25W AND 2 FEET
 GB0137'NORTHEAST OF A CURB.  IT
 GB0137'IS A STANDARD DISK, STAMPED JELL NO 3 1961, SET IN A SQUARE,
 GB0137'FLUSH, CONCRETE MONUMENT.
 GB0137'
 GB0137'REFERENCE MARK NO. 4 IS ABOUT 250 FEET NORTH OF THE NORTHWEST CORNER
 GB0137'OF THE CROUCHES CREEK
 GB0137'BAPTIST CHURCH, 24 FEET SOUTHWEST OF THE APPROXIMATE
 GB0137'CENTER OF A PAVED ROAD, 21 FEET
 GB0137'SOUTHWEST OF THE APPROXIMATE CENTER
 GB0137'OF THE SOUTHEAST BOUND LANE OF U.S.  HIGHWAY 25W
 GB0137'AND IT IS SET UNDER
 GB0137'A SIGN WHICH READS WELCOME TO CROUCHES CREEK BAPTIST CHURCH.  IT IS
 GB0137'A STANDARD DISK,
 GB0137'STAMPED JELLO NO 4 1961, SET IN A SQUARE, FLUSH,
 GB0137'CONCRETE MONUMENT.
 GB0137'
 GB0137'THE TRAVERSE GROUND STATION HIGH 1961 WILL SERVE AS THE AZIMUTH MARK.
 GB0137
 GB0137                          STATION RECOVERY (2005)
 GB0137
 GB0137'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 GB0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0139 ***********************************************************************
 GB0139  DESIGNATION -  JELL RM 1
 GB0139  PID         -  GB0139
 GB0139  STATE/COUNTY-  TN/CAMPBELL
 GB0139  USGS QUAD   -  JELLICO EAST (1982)
 GB0139
 GB0139                         *CURRENT SURVEY CONTROL
 GB0139  ___________________________________________________________________
 GB0139* NAD 83(1986)-  36 34 49.     (N)    084 06 49.     (W)     SCALED    
 GB0139* NAVD 88     -       320.984  (meters)    1053.10   (feet)  ADJUSTED  
 GB0139  ___________________________________________________________________
 GB0139  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB0139  DYNAMIC HT  -         320.706 (meters)    1052.18  (feet)  COMP
 GB0139  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GB0139
 GB0139  VERT ORDER  -  SECOND    CLASS 0
 GB0139
 GB0139.The horizontal coordinates were scaled from a topographic map and have
 GB0139.an estimated accuracy of +/- 6 seconds.
 GB0139
 GB0139.The orthometric height was determined by differential leveling
 GB0139.and adjusted by the National Geodetic Survey in June 1991..
 GB0139
 GB0139.The geoid height was determined by GEOID03.
 GB0139
 GB0139.The dynamic height is computed by dividing the NAVD 88
 GB0139.geopotential number by the normal gravity value computed on the
 GB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0139.degrees latitude (g = 980.6199 gals.).
 GB0139
 GB0139.The modeled gravity was interpolated from observed gravity values.
 GB0139
 GB0139;                    North         East    Units  Estimated Accuracy
 GB0139;SPC TN       -   250,930.      768,820.      MT  (+/- 180 meters Scaled)
 GB0139
 GB0139                          SUPERSEDED SURVEY CONTROL
 GB0139
 GB0139  NGVD 29 (??/??/92)  321.129  (m)         1053.57   (f) ADJ UNCH    2 0
 GB0139
 GB0139.Superseded values are not recommended for survey control.
 GB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0139.See file dsdata.txt to determine how the superseded data were derived.
 GB0139
 GB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF582521(NAD 83)
 GB0139_MARKER: DR = REFERENCE MARK DISK
 GB0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0139_SP_SET: STEP
 GB0139_STAMPING: JELL NO 1 1961
 GB0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0139
 GB0139  HISTORY     - Date     Condition        Report By
 GB0139  HISTORY     - 1961     MONUMENTED       CGS
 GB0139
 GB0139                          STATION DESCRIPTION
 GB0139
 GB0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0139'1 MI E FROM JELLICO.
 GB0139'FROM THE POST OFFICE IN JELLICO, GO 0.15 MILE EAST ON MAIN
 GB0139'STREET AND U.S. HIGHWAY 25W, THEN GO SOUTHEASTERLY ON U.S.
 GB0139'HIGHWAY 25W FOR 0.9 MILE TO THE CROUCHES CREEK BAPTIST CHURCH
 GB0139'AND A T JUNCTION.  THE REFERENCE MARK IS 34 FT. SOUTHEAST OF
 GB0139'THE CENTER OF A HARD SURFACE ROAD, 27 FT. WEST OF THE NORTHEAST
 GB0139'CORNER OF THE CHURCH, AND 24 FT. NORTH OF THE NORTHWEST CORNER
 GB0139'OF THE CHURCH.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP
 GB0139'OF THE SECOND STEP OF THE CHURCH ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0138 ***********************************************************************
 GB0138  DESIGNATION -  JELL RM 2
 GB0138  PID         -  GB0138
 GB0138  STATE/COUNTY-  TN/CAMPBELL
 GB0138  USGS QUAD   -  JELLICO EAST (1982)
 GB0138
 GB0138                         *CURRENT SURVEY CONTROL
 GB0138  ___________________________________________________________________
 GB0138* NAD 83(1986)-  36 34 49.     (N)    084 06 49.     (W)     SCALED    
 GB0138* NAVD 88     -       320.787  (meters)    1052.45   (feet)  ADJUSTED  
 GB0138  ___________________________________________________________________
 GB0138  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 GB0138  DYNAMIC HT  -         320.509 (meters)    1051.54  (feet)  COMP
 GB0138  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GB0138
 GB0138  VERT ORDER  -  SECOND    CLASS 0
 GB0138
 GB0138.The horizontal coordinates were scaled from a topographic map and have
 GB0138.an estimated accuracy of +/- 6 seconds.
 GB0138
 GB0138.The orthometric height was determined by differential leveling
 GB0138.and adjusted by the National Geodetic Survey in June 1991..
 GB0138
 GB0138.The geoid height was determined by GEOID03.
 GB0138
 GB0138.The dynamic height is computed by dividing the NAVD 88
 GB0138.geopotential number by the normal gravity value computed on the
 GB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0138.degrees latitude (g = 980.6199 gals.).
 GB0138
 GB0138.The modeled gravity was interpolated from observed gravity values.
 GB0138
 GB0138;                    North         East    Units  Estimated Accuracy
 GB0138;SPC TN       -   250,930.      768,820.      MT  (+/- 180 meters Scaled)
 GB0138
 GB0138                          SUPERSEDED SURVEY CONTROL
 GB0138
 GB0138  NGVD 29 (??/??/92)  320.932  (m)         1052.92   (f) ADJ UNCH    2 0
 GB0138
 GB0138.Superseded values are not recommended for survey control.
 GB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0138.See file dsdata.txt to determine how the superseded data were derived.
 GB0138
 GB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF582521(NAD 83)
 GB0138_MARKER: DR = REFERENCE MARK DISK
 GB0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0138_STAMPING: JELL NO 2 1961
 GB0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0138+STABILITY: SURFACE MOTION
 GB0138
 GB0138  HISTORY     - Date     Condition        Report By
 GB0138  HISTORY     - 1961     MONUMENTED       CGS
 GB0138
 GB0138                          STATION DESCRIPTION
 GB0138
 GB0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0138'1 MI E FROM JELLICO.
 GB0138'FROM THE POST OFFICE IN JELLICO, GO 0.15 MILE EAST ON MAIN
 GB0138'STREET AND U.S. HIGHWAY 25W, THEN 0.9 MILE SOUTHEASTERLY ON
 GB0138'U.S. HIGHWAY 25W TO THE CROUCHES CREEK BAPTIST CHURCH AND A
 GB0138'T JUNCTION.  THE REFERENCE MARK IS 71 FT. NORTHWEST OF THE
 GB0138'NORTHWEST CORNER OF THE CHURCH, 26.8 FT. SOUTHWEST OF A WITNESS
 GB0138'SIGN, AND 21 FT. NORTHWEST OF THE CENTER OF A HARD SURFACE ROAD.
 GB0138'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES AND
 GB0138'IS ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2491 ***********************************************************************
 GB2491  DESIGNATION -  JELLICO
 GB2491  PID         -  GB2491
 GB2491  STATE/COUNTY-  TN/CAMPBELL
 GB2491  USGS QUAD   -  JELLICO EAST (1982)
 GB2491
 GB2491                         *CURRENT SURVEY CONTROL
 GB2491  ___________________________________________________________________
 GB2491* NAD 83(1995)-  36 35 06.57275(N)    084 05 56.76080(W)     ADJUSTED  
 GB2491* NAVD 88     -       297.8    (meters)     977.     (feet)  VERTCON   
 GB2491  ___________________________________________________________________
 GB2491  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GB2491  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 GB2491
 GB2491  HORZ ORDER  -  SECOND
 GB2491
 GB2491.The horizontal coordinates were established by classical geodetic methods
 GB2491.and adjusted by the National Geodetic Survey in April 1999..
 GB2491
 GB2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2491
 GB2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2491
 GB2491.The geoid height was determined by GEOID03.
 GB2491
 GB2491;                    North         East     Units Scale Factor Converg.
 GB2491;SPC TN       -   251,498.405   770,112.151   MT  1.00003423   +1 06 46.3
 GB2491;SPC TN       -   825,124.35  2,526,609.62   sFT  1.00003423   +1 06 46.3
 GB2491;SPC KY1Z     - 1,029,257.306 1,647,759.199   MT  1.00015639   +1 00 48.9
 GB2491;SPC KY1Z     - 3,376,821.68  5,406,023.31   sFT  1.00015639   +1 00 48.9
 GB2491;SPC KY S     -   529,237.085   647,740.744   MT  1.00003020   +1 00 04.4
 GB2491;SPC KY S     - 1,736,338.67  2,125,129.42   sFT  1.00003020   +1 00 04.4
 GB2491;UTM  16      - 4,052,772.242   759,538.460   MT  1.00042998   +1 43 47.8
 GB2491
 GB2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2491!SPC TN       -   0.99995797  x   1.00003423  =   0.99999220
 GB2491!SPC KY1Z     -   0.99995797  x   1.00015639  =   1.00011436
 GB2491!SPC KY S     -   0.99995797  x   1.00003020  =   0.99998817
 GB2491!UTM  16      -   0.99995797  x   1.00042998  =   1.00038794
 GB2491
 GB2491|---------------------------------------------------------------------|
 GB2491| PID    Reference Object                     Distance      Geod. Az  |
 GB2491|                                                           dddmmss.s |
 GB2491| DB9490 JELLICO RM 1                          7.925 METERS 06344     |
 GB2491| GB2492 JELLICO AZ MK                       393.978 METERS 06857     |
 GB2491| DB9491 JELLICO RM 2                         18.472 METERS 18302     |
 GB2491| DB9492 JELLICO RM 3                          4.658 METERS 21550     |
 GB2491| GB0462 I75 T 29 AZ MK                      APPROX. 1.7 KM 3384704.3 |
 GB2491|---------------------------------------------------------------------|
 GB2491
 GB2491                          SUPERSEDED SURVEY CONTROL
 GB2491
 GB2491  NAD 83(1995)-  36 35 06.57265(N)    084 05 56.76085(W) AD(       ) 2
 GB2491  NAD 83(1995)-  36 35 06.58490(N)    084 05 56.76344(W) AD(       ) 2
 GB2491  NAD 83(1986)-  36 35 06.58574(N)    084 05 56.76352(W) AD(       ) 2
 GB2491  NAD 27      -  36 35 06.28300(N)    084 05 56.99900(W) AD(       ) 2
 GB2491  NGVD 29 (07/19/86)  297.9    (m)          977.     (f) VERT ANG       
 GB2491
 GB2491.Superseded values are not recommended for survey control.
 GB2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2491.See file dsdata.txt to determine how the superseded data were derived.
 GB2491
 GB2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5953852772(NAD 83)
 GB2491_MARKER: DS = TRIANGULATION STATION DISK
 GB2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2491
 GB2491  HISTORY     - Date     Condition        Report By
 GB2491  HISTORY     - 1950     MONUMENTED       CGS
 GB2491  HISTORY     - 1968     GOOD             CGS
 GB2491  HISTORY     - 1976     GOOD             NGS
 GB2491
 GB2491                          STATION DESCRIPTION
 GB2491
 GB2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2491'STATION IS LOCATED ABOUT 2 MILES EAST OF JELLICO ALONG THE
 GB2491'RIGHT-OF-WAY OF U. S .
 GB2491'HIGHWAY 25W.  IT IS 27 FEET NORTH OF CENTER OF HIGHWAY, 5 FEET
 GB2491'SOUTHWEST OF A WHITE
 GB2491'WITNESS POST AND 3 FEET SOUTH OF A FENCE LINE.
 GB2491'THE MARK IS FLUSH WITH THE GROUND AND
 GB2491'THE DISK IS STAMPED JELLICO 1950.
 GB2491'
 GB2491'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF CENTER OF HIGHWAY AND 1 FOOT
 GB2491'SOUTH OF A FENCE LINE.  THE
 GB2491'MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GB2491'STAMPED JELLICO NO 1 1950.
 GB2491'
 GB2491'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF CENTER OF HIGHWAY AND 1 FOOT
 GB2491'NORTH OF A FENCE LINE.  THE
 GB2491'MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GB2491'STAMPED JELLICO NO 2 1950.
 GB2491'
 GB2491'AZIMUTH MARK IS 27 FEET SOUTH OF CENTER OF HIGHWAY 25W, 5 FEET EAST
 GB2491'OF A WHITE WITNESS POST AND
 GB2491'2 FEET NORTH OF A FENCE LINE.  THE MARK IS FLUSH
 GB2491'WITH THE GROUND AND THE DISK IS
 GB2491'STAMPED JELLICO 1950.
 GB2491'
 GB2491'TO REACH STATION FROM THE MAIN INTERSECTION IN JELLICO, GO EAST ON U.
 GB2491'S.  HIGHWAY 25W FOR
 GB2491'1.9 MILES TO THE STATION ON LEFT AS DESCRIBED.
 GB2491'
 GB2491'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON HIGHWAY FOR 0.25 MILE
 GB2491'TO THE MARK ON RIGHT AS DESCRIBED.
 GB2491'
 GB2491'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB2491
 GB2491                          STATION RECOVERY (1968)
 GB2491
 GB2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LW)
 GB2491'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE ALL FOUND AS
 GB2491'DESCRIBED AND IN GOOD
 GB2491'CONDITION.  REFERENCE MARK NO.  2 COULD NOT BE FOUND.  IT
 GB2491'COULD HAVE POSSIBLY BEEN
 GB2491'DESTROYED BY CULTIVATION.
 GB2491'
 GB2491'THE OLD TO REACH IS ADEQUATE FOR STATION AND AZIMUTH MARK.  OLD
 GB2491'DESCRIPTION FOR AZIMUTH MARK IS ADEQUATE.
 GB2491'
 GB2491'NEW LOCAL DESCRIPTION FOR STATION AND REFERENCE MARK NO. 1 IS AS
 GB2491'FOLLOWS.
 GB2491'
 GB2491'STATION IS 31 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 27 FEET
 GB2491'NORTH OF THE CENTER OF U.
 GB2491'S.  HIGHWAY 25-W AND 10 FEET SOUTH OF T.  V.  ANTENNA.
 GB2491'
 GB2491'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF HIGHWAY 25-W
 GB2491'AND 58 FEET EAST OF THE
 GB2491'SOUTHWEST CORNER OF HOUSE.
 GB2491'
 GB2491'STATION IS ABOUT 0.6 MILE EAST OF THE INTERSTATE ROUTE 75 AND U. S.
 GB2491'HIGHWAY 25-W INTERCHANGE.
 GB2491'
 GB2491'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GB2491
 GB2491                          STATION RECOVERY (1976)
 GB2491
 GB2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GB2491'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 GB2491'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE
 GB2491'BEEN DESTROYED.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 GB2491'OBSTRUCTED BY PARKED TRUCKS AND COULD NOT BE TAKEN.  THE DISTANCE TO
 GB2491'REFERENCE MARK 1 CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW
 GB2491'DESCRIPTION FOLLOWS--
 GB2491'
 GB2491'THE STATION IS LOCATED ON ROAD RIGHT-OF-WAY, 33 FEET SOUTHEAST OF THE
 GB2491'SOUTHEAST CORNER OF A SMALL ALUMINUM SIDING BUILDING, 52 FEET EAST
 GB2491'OF THE CENTERLINE OF A DRIVEWAY, 83 FEET WEST OF A TELEPHONE POLE,
 GB2491'26 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 25 W AND ABOUT 250
 GB2491'FEET NORTHEAST ACROSS THE HIGHWAY FROM A BEER STORE AND A PIZZA
 GB2491'HUT.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED JELLICO
 GB2491'1950.
 GB2491'
 GB2491'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 GB2491'U. S. HIGHWAY 25 W AT THE EAST EDGE OF WILLIAMSBURG, GO EASTERLY ON
 GB2491'HIGHWAY 25 W FOR 0.85 MILE TO THE STATION ON THE LEFT.  CONTINUE
 GB2491'EASTERLY ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 GB2491'RIGHT.
 GB2491'
 GB2491'REFERENCE MARK 1 IS 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GB2491'SMALL HOUSE, 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 57
 GB2491'FEET WEST OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK
 GB2491'IS STAMPED JELLICO NO 1 1950.
 GB2491'
 GB2491'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GB2491'MAGNETS, STAMPED JELLICO 1950 NO 3 1976, FLUSH WITH THE GROUND, 36
 GB2491'FEET SOUTH OF THE SOUTHEAST CORNER OF THE SMALL HOUSE, 1 FOOT
 GB2491'SOUTHEAST OF MAIL BOX NO. 261A, 19 FEET NORTH OF THE CENTERLINE OF
 GB2491'THE HIGHWAY AND 40 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY.
 GB2491'
 GB2491'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 GB2491'2 FEET NORTH OF A FENCE, 3 FEET NORTHWEST OF A WOODEN FENCE POST
 GB2491'WITH A WITNESS SIGN NAILED ON THE NORTH SIDE, 26 FEET SOUTH OF THE
 GB2491'CENTERLINE OF THE HIGHWAY AND 100 FEET EAST OF THE CENTERLINE
 GB2491'OF A PAVED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GB2491'JELLICO 1950.
 GB2491'
 GB2491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 GB2491'EAST.
 GB2491'
 GB2491'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2492 ***********************************************************************
 GB2492  DESIGNATION -  JELLICO AZ MK
 GB2492  PID         -  GB2492
 GB2492  STATE/COUNTY-  TN/CAMPBELL
 GB2492  USGS QUAD   -  JELLICO EAST (1982)
 GB2492
 GB2492                         *CURRENT SURVEY CONTROL
 GB2492  ___________________________________________________________________
 GB2492* NAD 83(1995)-  36 35 11.16347(N)    084 05 41.96986(W)     ADJUSTED  
 GB2492* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 GB2492  ___________________________________________________________________
 GB2492  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 GB2492  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 GB2492
 GB2492  HORZ ORDER  -  SECOND
 GB2492
 GB2492.The horizontal coordinates were established by classical geodetic methods
 GB2492.and adjusted by the National Geodetic Survey in April 1999..
 GB2492
 GB2492.The orthometric height was scaled from a topographic map.
 GB2492
 GB2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2492
 GB2492.The geoid height was determined by GEOID03.
 GB2492
 GB2492;                    North         East     Units Scale Factor Converg.
 GB2492;SPC TN       -   251,647.041   770,477.030   MT  1.00003452   +1 06 55.0
 GB2492;SPC TN       -   825,612.00  2,527,806.72   sFT  1.00003452   +1 06 55.0
 GB2492;SPC KY1Z     - 1,029,405.328 1,648,124.379   MT  1.00015589   +1 00 58.0
 GB2492;SPC KY1Z     - 3,377,307.31  5,407,221.40   sFT  1.00015589   +1 00 58.0
 GB2492;SPC KY S     -   529,385.009   648,105.910   MT  1.00002991   +1 00 13.3
 GB2492;SPC KY S     - 1,736,823.98  2,126,327.47   sFT  1.00002991   +1 00 13.3
 GB2492;UTM  16      - 4,052,924.860   759,901.860   MT  1.00043230   +1 43 56.8
 GB2492
 GB2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2492!SPC TN       -   0.99995780  x   1.00003452  =   0.99999232
 GB2492!SPC KY1Z     -   0.99995780  x   1.00015589  =   1.00011369
 GB2492!SPC KY S     -   0.99995780  x   1.00002991  =   0.99998771
 GB2492!UTM  16      -   0.99995780  x   1.00043230  =   1.00039008
 GB2492
 GB2492|---------------------------------------------------------------------|
 GB2492| PID    Reference Object                     Distance      Geod. Az  |
 GB2492|                                                           dddmmss.s |
 GB2492| GB2491 JELLICO                             393.978 METERS 24857     |
 GB2492|---------------------------------------------------------------------|
 GB2492
 GB2492                          SUPERSEDED SURVEY CONTROL
 GB2492
 GB2492  NAD 83(1995)-  36 35 11.16336(N)    084 05 41.96991(W) AD(       ) 2
 GB2492  NAD 83(1995)-  36 35 11.17567(N)    084 05 41.97237(W) AD(       ) 2
 GB2492  NAD 83(1986)-  36 35 11.17655(N)    084 05 41.97234(W) AD(       ) 2
 GB2492  NAD 27      -  36 35 10.87300(N)    084 05 42.20800(W) AD(       ) 2
 GB2492
 GB2492.Superseded values are not recommended for survey control.
 GB2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2492.See file dsdata.txt to determine how the superseded data were derived.
 GB2492
 GB2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5990252925(NAD 83)
 GB2492_MARKER: DD = SURVEY DISK
 GB2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2492_MARK LOGO: CGS   
 GB2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2492+STABILITY: SURFACE MOTION
 GB2492
 GB2492  HISTORY     - Date     Condition        Report By
 GB2492  HISTORY     - 1950     MONUMENTED       CGS
 GB2492
 GB2492                          STATION DESCRIPTION
 GB2492
 GB2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2492'STATION IS LOCATED ABOUT 2 MILES EAST OF JELLICO ALONG THE
 GB2492'RIGHT-OF-WAY OF U. S .
 GB2492'HIGHWAY 25W.  IT IS 27 FEET SOUTH OF CENTER OF HIGHWAY, 5 FEET
 GB2492'EAST OF A WHITE
 GB2492'WITNESS POST AND 2 FEET NORTH OF A FENCE LINE.  THE
 GB2492'MARK IS FLUSH WITH THE GROUND AND
 GB2492'THE DISK IS STAMPED JELLICO 1950.
 GB2492'
 GB2492'TO REACH STATION FROM THE MAIN INTERSECTION IN JELLICO, GO EAST ON U.
 GB2492'S.  HIGHWAY 25W FOR
 GB2492'2.15 MILES TO THE STATION ON RIGHT AS DESCRIBED.
 GB2492'
 GB2492'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0103 ***********************************************************************
 GC0103  DESIGNATION -  JENKINS AZ MK 3
 GC0103  PID         -  GC0103
 GC0103  STATE/COUNTY-  TN/SUMNER
 GC0103  USGS QUAD   -  TURNERS STATION (1979)
 GC0103
 GC0103                         *CURRENT SURVEY CONTROL
 GC0103  ___________________________________________________________________
 GC0103* NAD 83(1986)-  36 33 21.     (N)    086 15 12.     (W)     SCALED    
 GC0103* NAVD 88     -       302.523  (meters)     992.53   (feet)  ADJUSTED  
 GC0103  ___________________________________________________________________
 GC0103  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0103  DYNAMIC HT  -         302.277 (meters)     991.72  (feet)  COMP
 GC0103  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 GC0103
 GC0103  VERT ORDER  -  SECOND    CLASS 0
 GC0103
 GC0103.The horizontal coordinates were scaled from a topographic map and have
 GC0103.an estimated accuracy of +/- 6 seconds.
 GC0103
 GC0103.The orthometric height was determined by differential leveling
 GC0103.and adjusted by the National Geodetic Survey in June 1991..
 GC0103
 GC0103.The geoid height was determined by GEOID03.
 GC0103
 GC0103.The dynamic height is computed by dividing the NAVD 88
 GC0103.geopotential number by the normal gravity value computed on the
 GC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0103.degrees latitude (g = 980.6199 gals.).
 GC0103
 GC0103.The modeled gravity was interpolated from observed gravity values.
 GC0103
 GC0103;                    North         East    Units  Estimated Accuracy
 GC0103;SPC TN       -   246,620.      577,320.      MT  (+/- 180 meters Scaled)
 GC0103
 GC0103                          SUPERSEDED SURVEY CONTROL
 GC0103
 GC0103  NGVD 29 (??/??/92)  302.618  (m)          992.84   (f) ADJ UNCH    2 0
 GC0103
 GC0103.Superseded values are not recommended for survey control.
 GC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0103.See file dsdata.txt to determine how the superseded data were derived.
 GC0103
 GC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF668458(NAD 83)
 GC0103_MARKER: DZ = AZIMUTH MARK DISK
 GC0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0103_STAMPING: JENKINS 1933 RESET 1950-1961
 GC0103_MARK LOGO: TNHD  
 GC0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0103+STABILITY: SURFACE MOTION
 GC0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0103+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 GC0103
 GC0103  HISTORY     - Date     Condition        Report By
 GC0103  HISTORY     - 1961     MONUMENTED       CGS
 GC0103  HISTORY     - 1968     GOOD             NGS
 GC0103  HISTORY     - 20020520 GOOD             TNDT
 GC0103
 GC0103                          STATION DESCRIPTION
 GC0103
 GC0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0103'0.4 MI SSW FROM WESTMORELAND.
 GC0103'TO REACH THE MARK FROM THE POST OFFICE IN WESTMORELAND, GO SOUTH
 GC0103'ON MAIN STREET FOR 0.05 OF A MILE TO STATE ROUTE 52.  HERE TURN
 GC0103'RIGHT AND GO WEST ON STATE ROUTE 52 FOR 0.1 OF A MILE TO A PAVED
 GC0103'T STREET LEFT, TURN LEFT ON THE PAVED STREET AND GO SOUTHWESTERLY
 GC0103'FOR 0.45 OF A MILE TO THE MARK ON THE RIGHT AS DESCRIBED.  THE
 GC0103'MARK IS ABOUT 0.2 OF A MILE NORTH OF THE JENKINS 1933 1968
 GC0103'TRIANGULATION STATION SITE, 76 FEET SOUTH OF THE SOUTH CORNER OF
 GC0103'A BRICK HOUSE, 47 FEET NORTHEAST OF THE EAST CORNER OF A CEMENT
 GC0103'BLOCK BUILDING, 29 FEET SOUTHEAST OF A 10-INCH APPLE TREE, 17
 GC0103'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED STREET,
 GC0103'13 FEET NORTHEAST OF A GUYED TELEPHONE AND UTILITY POLE, 13
 GC0103'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY,
 GC0103'AND 1.3 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC0103'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GC0103'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JENKINS 1933
 GC0103'RESET 1950 1961.
 GC0103
 GC0103                          STATION RECOVERY (2002)
 GC0103
 GC0103'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0105 ***********************************************************************
 GC0105  DESIGNATION -  JENKINS RESET
 GC0105  PID         -  GC0105
 GC0105  STATE/COUNTY-  TN/SUMNER
 GC0105  USGS QUAD   -  TURNERS STATION (1979)
 GC0105
 GC0105                         *CURRENT SURVEY CONTROL
 GC0105  ___________________________________________________________________
 GC0105* NAD 83(1986)-  36 33 20.     (N)    086 15 24.     (W)     SCALED    
 GC0105* NAVD 88     -       305.71   (+/-2cm)    1003.0    (feet)  VERTCON   
 GC0105  ___________________________________________________________________
 GC0105  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0105
 GC0105  VERT ORDER  -  THIRD (See Below)
 GC0105
 GC0105.The horizontal coordinates were scaled from a topographic map and have
 GC0105.an estimated accuracy of +/- 6 seconds.
 GC0105
 GC0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0105.The vertical order pertains to the NGVD 29 superseded value.
 GC0105
 GC0105.The geoid height was determined by GEOID03.
 GC0105
 GC0105;                    North         East    Units  Estimated Accuracy
 GC0105;SPC TN       -   246,590.      577,020.      MT  (+/- 180 meters Scaled)
 GC0105
 GC0105                          SUPERSEDED SURVEY CONTROL
 GC0105
 GC0105  NGVD 29 (??/??/??)  305.80   (m)         1003.3    (f) RESET       3  
 GC0105
 GC0105.Superseded values are not recommended for survey control.
 GC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0105.See file dsdata.txt to determine how the superseded data were derived.
 GC0105
 GC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF665458(NAD 83)
 GC0105_MARKER: DS = TRIANGULATION STATION DISK
 GC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0105_STAMPING: JENKINS 1933 1968
 GC0105_MARK LOGO: CGS   
 GC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0105+STABILITY: SURFACE MOTION
 GC0105
 GC0105  HISTORY     - Date     Condition        Report By
 GC0105  HISTORY     - 1968     MONUMENTED       CGS
 GC0105
 GC0105                          STATION DESCRIPTION
 GC0105
 GC0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC0105'0.5 MI SW FROM WESTMORELAND.
 GC0105'TO REACH THE MARK FROM THE POST OFFICE IN WESTMORELAND, GO SOUTH
 GC0105'ON MAIN STREET FOR 0.05 OF A MILE TO STATE ROUTE 52.  HERE
 GC0105'TURN RIGHT AND GO WEST ON STATE ROUTE 52 FOR 0.1 OF A MILE TO A
 GC0105'PAVED T STREET LEFT, TURN LEFT ON THE PAVED STREET AND GO
 GC0105'SOUTHWESTERLY FOR 0.5 OF A MILE TO OLD U.S. HIGHWAY 31E.  HERE
 GC0105'CONTINUE SOUTHERLY ON THE OLD HIGHWAY FOR 0.05 OF A MILE TO A PAVED
 GC0105'T ROAD RIGHT, TURN RIGHT ON THE PAVED ROAD AND GO WESTERLY
 GC0105'FOR 0.1 OF A MILE TO A WIRE GATE ON THE RIGHT AND THE MARK ABOUT
 GC0105'50 YARDS NORTH IN A BARN LOT, AT THE JENKINS 1933 1968 TRIANGULATION
 GC0105'STATION SITE.  IT IS 14 FEET NORTH OF THE APPROXIMATE CENTER
 GC0105'OF THE PAVED ROAD, 141 FEET WEST OF AN 18-INCH HICKORY TREE,
 GC0105'133.58 FEET NORTH OF REFERENCE MARK NO. 3, 106 FEET NORTHEAST
 GC0105'OF A 16-INCH ELM TREE, 93 FEET SOUTH OF A WOVEN WIRE FENCE, 82.51
 GC0105'FEET EAST OF REFERENCE MARK NO. 5, 82 FEET EAST OF A 12-INCH
 GC0105'SHAGBARK HICKORY TREE, 35 FEET NORTH-NORTHWEST OF AN 8-INCH
 GC0105'BLACK WALNUT TREE, AND 31 FEET SOUTHEAST OF THE SOUTHEAST
 GC0105'CORNER OF A BARN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC0105'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE
 GC0105'DISK IS STAMPED JENKINS 1933 1968.  NOTE-- DUE TO THE MARK BEING
 GC0105'IN A LOT WHERE CATTLE ARE PRESENT, NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0108 ***********************************************************************
 GC0108  DESIGNATION -  JENKINS RM 3
 GC0108  PID         -  GC0108
 GC0108  STATE/COUNTY-  TN/SUMNER
 GC0108  USGS QUAD   -  TURNERS STATION (1979)
 GC0108
 GC0108                         *CURRENT SURVEY CONTROL
 GC0108  ___________________________________________________________________
 GC0108* NAD 83(1986)-  36 33 20.     (N)    086 15 24.     (W)     SCALED    
 GC0108* NAVD 88     -       304.201  (meters)     998.03   (feet)  ADJUSTED  
 GC0108  ___________________________________________________________________
 GC0108  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0108  DYNAMIC HT  -         303.954 (meters)     997.22  (feet)  COMP
 GC0108  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GC0108
 GC0108  VERT ORDER  -  SECOND    CLASS 0
 GC0108
 GC0108.The horizontal coordinates were scaled from a topographic map and have
 GC0108.an estimated accuracy of +/- 6 seconds.
 GC0108
 GC0108.The orthometric height was determined by differential leveling
 GC0108.and adjusted by the National Geodetic Survey in June 1991..
 GC0108
 GC0108.The geoid height was determined by GEOID03.
 GC0108
 GC0108.The dynamic height is computed by dividing the NAVD 88
 GC0108.geopotential number by the normal gravity value computed on the
 GC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0108.degrees latitude (g = 980.6199 gals.).
 GC0108
 GC0108.The modeled gravity was interpolated from observed gravity values.
 GC0108
 GC0108;                    North         East    Units  Estimated Accuracy
 GC0108;SPC TN       -   246,590.      577,020.      MT  (+/- 180 meters Scaled)
 GC0108
 GC0108                          SUPERSEDED SURVEY CONTROL
 GC0108
 GC0108  NGVD 29 (??/??/92)  304.296  (m)          998.34   (f) ADJ UNCH    2 0
 GC0108
 GC0108.Superseded values are not recommended for survey control.
 GC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0108.See file dsdata.txt to determine how the superseded data were derived.
 GC0108
 GC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF665458(NAD 83)
 GC0108_MARKER: DR = REFERENCE MARK DISK
 GC0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0108_STAMPING: JENKINS NO 3 1950
 GC0108_MARK LOGO: CGS   
 GC0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0108+STABILITY: SURFACE MOTION
 GC0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0108+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 GC0108
 GC0108  HISTORY     - Date     Condition        Report By
 GC0108  HISTORY     - 1950     MONUMENTED       CGS
 GC0108  HISTORY     - 1968     GOOD             NGS
 GC0108  HISTORY     - 20020520 GOOD             TNDT
 GC0108
 GC0108                          STATION DESCRIPTION
 GC0108
 GC0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC0108'0.5 MI SW FROM WESTMORELAND.
 GC0108'IT IS LOCATED AT THE JENKINS 1933 1968 TRIANGULATION STATION
 GC0108'SITE, 150.70 FEET SOUTHEAST OF REFERENCE MARK NO. 5, 113.58
 GC0108'FEET SOUTH OF THE STATION MARK, 45 FEET WEST OF A 12-INCH
 GC0108'CATALPA TREE, 33 FEET NORTH OF THE APPROXIMATE CENTER OF A PAVED
 GC0108'ROAD, 19 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A WIRE
 GC0108'GATE, 15 FEET NORTH OF A METAL WITNESS SIGN ATTACHED TO THE EAST
 GC0108'GATE POST, 13 FEET EAST OF THE APPROXIMATE CENTER OF A FARM DRIVE,
 GC0108'10 FEET SOUTH OF A 14-INCH BLACK LOCUST TREE, AND IN AN OLD
 GC0108'FENCE LINE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GC0108'SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 GC0108'IS STAMPED JENKINS NO 3 1950.
 GC0108
 GC0108                          STATION RECOVERY (2002)
 GC0108
 GC0108'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 GC0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0109 ***********************************************************************
 GC0109  DESIGNATION -  JENKINS RM 5
 GC0109  PID         -  GC0109
 GC0109  STATE/COUNTY-  TN/SUMNER
 GC0109  USGS QUAD   -  TURNERS STATION (1979)
 GC0109
 GC0109                         *CURRENT SURVEY CONTROL
 GC0109  ___________________________________________________________________
 GC0109* NAD 83(1986)-  36 33 20.     (N)    086 15 24.     (W)     SCALED    
 GC0109* NAVD 88     -       306.08   (+/-2cm)    1004.2    (feet)  VERTCON   
 GC0109  ___________________________________________________________________
 GC0109  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0109
 GC0109  VERT ORDER  -  THIRD (See Below)
 GC0109
 GC0109.The horizontal coordinates were scaled from a topographic map and have
 GC0109.an estimated accuracy of +/- 6 seconds.
 GC0109
 GC0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0109.The vertical order pertains to the NGVD 29 superseded value.
 GC0109
 GC0109.The geoid height was determined by GEOID03.
 GC0109
 GC0109;                    North         East    Units  Estimated Accuracy
 GC0109;SPC TN       -   246,590.      577,020.      MT  (+/- 180 meters Scaled)
 GC0109
 GC0109                          SUPERSEDED SURVEY CONTROL
 GC0109
 GC0109  NGVD 29 (??/??/??)  306.17   (m)         1004.5    (f) RESET       3  
 GC0109
 GC0109.Superseded values are not recommended for survey control.
 GC0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0109.See file dsdata.txt to determine how the superseded data were derived.
 GC0109
 GC0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF665458(NAD 83)
 GC0109_MARKER: DR = REFERENCE MARK DISK
 GC0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0109_STAMPING: JENKINS 1933 NO 5 1968
 GC0109_MARK LOGO: CGS   
 GC0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0109+STABILITY: SURFACE MOTION
 GC0109
 GC0109  HISTORY     - Date     Condition        Report By
 GC0109  HISTORY     - 1968     MONUMENTED       CGS
 GC0109
 GC0109                          STATION DESCRIPTION
 GC0109
 GC0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC0109'0.5 MI SW FROM WESTMORELAND.
 GC0109'THE MARK IS LOCATED AT THE JENKINS 1933 1968 TRIANGULATION
 GC0109'STATION SITE, 150.70 FEET NORTHWEST OF REFERENCE MARK NO. 3,
 GC0109'82.51 FEET WEST OF THE STATION MARK, 38 FEET WEST-SOUTHWEST OF
 GC0109'THE SOUTHWEST CORNER OF A BARN, 2.3 FEET NORTH OF A 12-INCH
 GC0109'SHAGBARK HICKORY TREE, AND 1.1 FEET NORTH OF A METAL WITNESS
 GC0109'POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE
 GC0109'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GC0109'AND THE DISK IS STAMPED JENKINS 1933 NO 5 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2544 ***********************************************************************
 GB2544  DESIGNATION -  JENNING
 GB2544  PID         -  GB2544
 GB2544  STATE/COUNTY-  TN/KNOX
 GB2544  USGS QUAD   -  POWELL (1976)
 GB2544
 GB2544                         *CURRENT SURVEY CONTROL
 GB2544  ___________________________________________________________________
 GB2544* NAD 83(1995)-  36 01 49.93177(N)    084 04 10.80645(W)     ADJUSTED  
 GB2544* NAVD 88     -       371.6    (meters)    1219.     (feet)  VERTCON   
 GB2544  ___________________________________________________________________
 GB2544  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GB2544  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB2544
 GB2544  HORZ ORDER  -  SECOND
 GB2544
 GB2544.The horizontal coordinates were established by classical geodetic methods
 GB2544.and adjusted by the National Geodetic Survey in April 1999..
 GB2544
 GB2544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2544
 GB2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2544
 GB2544.The geoid height was determined by GEOID03.
 GB2544
 GB2544;                    North         East     Units Scale Factor Converg.
 GB2544;SPC TN       -   190,019.235   773,959.450   MT  0.99995426   +1 07 48.3
 GB2544;SPC TN       -   623,421.44  2,539,231.96   sFT  0.99995426   +1 07 48.3
 GB2544;UTM  16      - 3,991,309.050   764,037.712   MT  1.00045911   +1 43 28.8
 GB2544;UTM  17      - 3,991,696.198   223,403.683   MT  1.00054280   -1 48 24.4
 GB2544
 GB2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2544!SPC TN       -   0.99994650  x   0.99995426  =   0.99990076
 GB2544!UTM  16      -   0.99994650  x   1.00045911  =   1.00040559
 GB2544!UTM  17      -   0.99994650  x   1.00054280  =   1.00048927
 GB2544
 GB2544:                Primary Azimuth Mark                     Grid Az
 GB2544:SPC TN       -  JENNING AZ MK                            118 25 55.0
 GB2544:UTM  16      -  JENNING AZ MK                            117 50 14.5
 GB2544:UTM  17      -  JENNING AZ MK                            121 22 07.7
 GB2544
 GB2544|---------------------------------------------------------------------|
 GB2544| PID    Reference Object                     Distance      Geod. Az  |
 GB2544|                                                           dddmmss.s |
 GB2544| GB0794 JENNING AZ MK                                      1193343.3 |
 GB2544| DB9494 JENNING RM 1                         14.851 METERS 21844     |
 GB2544| DB9495 JENNING RM 2                         14.656 METERS 31600     |
 GB2544|---------------------------------------------------------------------|
 GB2544
 GB2544                          SUPERSEDED SURVEY CONTROL
 GB2544
 GB2544  NAD 83(1995)-  36 01 49.93712(N)    084 04 10.80600(W) AD(       ) 2
 GB2544  NAD 83(1995)-  36 01 49.93703(N)    084 04 10.80630(W) AD(       ) 2
 GB2544  NAD 83(1986)-  36 01 49.94367(N)    084 04 10.80361(W) AD(       ) 2
 GB2544  NAD 27      -  36 01 49.65587(N)    084 04 11.11660(W) AD(       ) 2
 GB2544  NGVD 29 (07/19/86)  371.7    (m)         1219.     (f) VERT ANG       
 GB2544
 GB2544.Superseded values are not recommended for survey control.
 GB2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2544.See file dsdata.txt to determine how the superseded data were derived.
 GB2544
 GB2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6403891309(NAD 83)
 GB2544_MARKER: DD = SURVEY DISK
 GB2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2544
 GB2544  HISTORY     - Date     Condition        Report By
 GB2544  HISTORY     - 1964     MONUMENTED       TNHD
 GB2544
 GB2544                          STATION DESCRIPTION
 GB2544
 GB2544'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2544'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF CLINTON.
 GB2544'
 GB2544'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON
 GB2544'U.S.  HIGHWAY 25W FOR
 GB2544'0.6 MILE TO THE INTERSECTION OF U.S.  HIGHWAY 25W AND
 GB2544'STATE ROUTE 61.  TURN LEFT ON U.S.
 GB2544'HIGHWAY 25W AND GO SOUTHERLY FOR
 GB2544'7.3 MILES TO OLD CLINTON HIGHWAY ON THE LEFT,
 GB2544'CONTINUE STRAIGHT AHEAD
 GB2544'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  TURN LEFT ON THE
 GB2544'OLD CLINTON
 GB2544'HIGHWAY FOR ABOUT 50 FEET TO A PAVED ROAD ON THE LEFT.  TURN
 GB2544'LEFT ON THE PAVED ROAD GO
 GB2544'FOR ABOUT 20 YARDS TO A GRAVELED DRIVE ON
 GB2544'THE RIGHT.  THIS IS THE SECOND DRIVE YOU
 GB2544'APPROACH ON THE RIGHT.  TURN
 GB2544'RIGHT AND FOLLOW GRAVELED DRIVE UPHILL TO A WHITE FRAME
 GB2544'HOUSE ON THE LEFT
 GB2544'AND THE STATION.
 GB2544'
 GB2544'THE STATION IS ABOUT 100 FEET SOUTHEAST OF A WHITE FRAME HOUSE, 9.3
 GB2544'FEET NORTHEAST OF A
 GB2544'METAL WITNESS POST WITH SIGN AND 9 FEET NORTHEAST OF A
 GB2544'TELEPHONE POLE.  THE SURFACE AND
 GB2544'UNDERGROUND MARKS ARE STANDARD
 GB2544'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2544'ARE STAMPED JENNING
 GB2544'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2544'THE SURFACE
 GB2544'DISKS IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2544'MONUMENT.
 GB2544'
 GB2544'REFERENCE MARK NO. 1 IS 79 FEET EAST OF THE NORTHEAST CORNER OF A
 GB2544'WHITE FRAME HOUSE, 54 FEET
 GB2544'NORTH OF A TWIN-TRUNKED PINE TREE AND 41 FEET
 GB2544'SOUTHWEST OF A TELEPHONE POLE.
 GB2544'IT IS A STANDARD TENNESSEE HIGHWAY
 GB2544'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2544'CONCRETE MONUMENT AND
 GB2544'THE DISK IS STAMPED JENNING RM-1 1964.
 GB2544'
 GB2544'REFERENCE MARK NO. 2 IS 54 FEET NORTHWEST OF A TELEPHONE POLE AND 27
 GB2544'FEET SOUTH OF A 12-INCH PINE
 GB2544'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2544'DEPARTMENT DISK SET IN A 10-INCH
 GB2544'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2544'THE DISK IS STAMPED JENNING RM-2 1964.
 GB2544'
 GB2544'THE AZIMUTH MARK IS 52 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GB2544'U.S.  HIGHWAY 25W, 57
 GB2544'FEET WEST OF THE NORTHWEST CORNER OF A ROCK CAFE
 GB2544'BUILDING, 6 FEET NORTHWEST OF
 GB2544'UTILITY POLE NO.  153 AND 4.7 FEET
 GB2544'NORTHWEST OF A METAL WITNESS POST WITH SIGN.  IT
 GB2544'IS A STANDARD
 GB2544'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB2544'CONCRETE
 GB2544'MONUMENT AND THE DISK IS STAMPED JENNING AZI 1964.
 GB2544'
 GB2544'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2544'
 GB2544'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0794 ***********************************************************************
 GB0794  DESIGNATION -  JENNING AZ MK
 GB0794  PID         -  GB0794
 GB0794  STATE/COUNTY-  TN/KNOX
 GB0794  USGS QUAD   -  POWELL (1976)
 GB0794
 GB0794                         *CURRENT SURVEY CONTROL
 GB0794  ___________________________________________________________________
 GB0794* NAD 83(1986)-  36 01 36.     (N)    084 03 45.     (W)     SCALED    
 GB0794* NAVD 88     -       323.799  (meters)    1062.33   (feet)  ADJUSTED  
 GB0794  ___________________________________________________________________
 GB0794  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0794  DYNAMIC HT  -         323.497 (meters)    1061.34  (feet)  COMP
 GB0794  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GB0794
 GB0794  VERT ORDER  -  SECOND    CLASS 0
 GB0794
 GB0794.The horizontal coordinates were scaled from a topographic map and have
 GB0794.an estimated accuracy of +/- 6 seconds.
 GB0794
 GB0794.The orthometric height was determined by differential leveling
 GB0794.and adjusted by the National Geodetic Survey in June 1991..
 GB0794
 GB0794.The geoid height was determined by GEOID03.
 GB0794
 GB0794.The dynamic height is computed by dividing the NAVD 88
 GB0794.geopotential number by the normal gravity value computed on the
 GB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0794.degrees latitude (g = 980.6199 gals.).
 GB0794
 GB0794.The modeled gravity was interpolated from observed gravity values.
 GB0794
 GB0794;                    North         East    Units  Estimated Accuracy
 GB0794;SPC TN       -   189,600.      774,610.      MT  (+/- 180 meters Scaled)
 GB0794
 GB0794                          SUPERSEDED SURVEY CONTROL
 GB0794
 GB0794  NGVD 29 (??/??/??)  323.98   (m)         1062.9    (f) RESET       3  
 GB0794
 GB0794.Superseded values are not recommended for survey control.
 GB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0794.See file dsdata.txt to determine how the superseded data were derived.
 GB0794
 GB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE646908(NAD 83)
 GB0794_MARKER: DZ = AZIMUTH MARK DISK
 GB0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0794_STAMPING: JENNING AZI 1964
 GB0794_MARK LOGO: TNHD  
 GB0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0794+STABILITY: SURFACE MOTION
 GB0794
 GB0794  HISTORY     - Date     Condition        Report By
 GB0794  HISTORY     - 1964     MONUMENTED       TNHD
 GB0794  HISTORY     - 1965     GOOD             TNHD
 GB0794
 GB0794                          STATION DESCRIPTION
 GB0794
 GB0794'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0794'8.4 MI SW FROM CLINTON.
 GB0794'FROM THE POST OFFICE IN CLINTON, GO SOUTHWESTERLY ON U.S. HIGHWAY
 GB0794'25W FOR 0.6 MILE TO THE INTERSECTION OF U.S. HIGHWAY 25W AND
 GB0794'STATE ROUTE 61.  TURN LEFT ON U.S. HIGHWAY 25W AND GO SOUTHERLY FOR
 GB0794'7.3 MILES TO THE OLD CLINTON HIGHWAY ON THE LEFT, CONTINUE
 GB0794'STRAIGHT AHEAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GB0794'IT IS 52 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GB0794'25W, 57 FEET WEST OF THE NORTHWEST CORNER OF A ROCK CAFE BUILDING,
 GB0794'6 FEET NORTHWEST OF UTILITY POLE NO. 153 AND 4.7 FEET NORTHWEST
 GB0794'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GB0794'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0794'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2150 ***********************************************************************
 GC2150  DESIGNATION -  JENNINGS
 GC2150  PID         -  GC2150
 GC2150  STATE/COUNTY-  TN/WILSON
 GC2150  USGS QUAD   -  SHOP SPRINGS (1994)
 GC2150
 GC2150                         *CURRENT SURVEY CONTROL
 GC2150  ___________________________________________________________________
 GC2150* NAD 83(1995)-  36 08 54.05227(N)    086 12 53.01497(W)     ADJUSTED  
 GC2150* NAVD 88     -       373.2    (meters)    1224.     (feet)  VERTCON   
 GC2150  ___________________________________________________________________
 GC2150  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 GC2150  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GC2150
 GC2150  HORZ ORDER  -  FIRST
 GC2150
 GC2150.The horizontal coordinates were established by classical geodetic methods
 GC2150.and adjusted by the National Geodetic Survey in April 1999..
 GC2150
 GC2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2150
 GC2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2150
 GC2150.The geoid height was determined by GEOID03.
 GC2150
 GC2150;                    North         East     Units Scale Factor Converg.
 GC2150;SPC TN       -   201,396.675   580,676.525   MT  0.99996340   -0 07 32.6
 GC2150;SPC TN       -   660,748.92  1,905,102.90   sFT  0.99996340   -0 07 32.6
 GC2150;UTM  16      - 4,000,688.173   570,642.733   MT  0.99966149   +0 27 47.6
 GC2150
 GC2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2150!SPC TN       -   0.99994600  x   0.99996340  =   0.99990940
 GC2150!UTM  16      -   0.99994600  x   0.99966149  =   0.99960751
 GC2150
 GC2150|---------------------------------------------------------------------|
 GC2150| PID    Reference Object                     Distance      Geod. Az  |
 GC2150|                                                           dddmmss.s |
 GC2150| CG6649 JENNINGS RM 1                         6.245 METERS 03017     |
 GC2150| CG6648 JENNINGS AZ MK                                     1273304.3 |
 GC2150| CG6650 JENNINGS RM 2                         7.644 METERS 14633     |
 GC2150| GC2153 LEBANON CUMBERLAND U CLOCK TWR      APPROX. 9.8 KM 3085503.5 |
 GC2150| GC2152 LEBANON ALUMINUM WATER TANK         APPROX. 9.0 KM 3214632.5 |
 GC2150|---------------------------------------------------------------------|
 GC2150
 GC2150                          SUPERSEDED SURVEY CONTROL
 GC2150
 GC2150  NAD 83(1995)-  36 08 54.05528(N)    086 12 53.01823(W) AD(       ) 1
 GC2150  NAD 83(1995)-  36 08 54.05704(N)    086 12 53.01854(W) AD(       ) 1
 GC2150  NAD 83(1986)-  36 08 54.06375(N)    086 12 53.01668(W) AD(       ) 1
 GC2150  NAD 27      -  36 08 53.86000(N)    086 12 53.04900(W) AD(       ) 1
 GC2150  NGVD 29 (07/19/86)  373.2    (m)         1224.     (f) VERT ANG       
 GC2150
 GC2150.Superseded values are not recommended for survey control.
 GC2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2150.See file dsdata.txt to determine how the superseded data were derived.
 GC2150
 GC2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7064300688(NAD 83)
 GC2150_MARKER: DS = TRIANGULATION STATION DISK
 GC2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2150
 GC2150  HISTORY     - Date     Condition        Report By
 GC2150  HISTORY     - 1878     MONUMENTED       CGS
 GC2150  HISTORY     - 1960     SEE DESCRIPTION  CGS
 GC2150  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GC2150
 GC2150                          STATION DESCRIPTION
 GC2150
 GC2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (AHB)
 GC2150'ABOUT 6 MILES SOUTHEAST OF LEBANON, 1 MILE NORTHEAST OF
 GC2150'LEBANON-ALEXANDRIA PIKE, AND ON HIGH WOODED KNOB WEST OF MAJ.
 GC2150'MAGNESE HANKENS HOME.  TO REACH FROM SQUARE IN LEBANON, GO EAST 6.9
 GC2150'MILES ON U.S. ROUTE 70N AND TURN LEFT ONTO GRAVEL ROAD ABOUT 100
 GC2150'YARDS BEYOND BRICK SCHOOL.  FOLLOW THIS ROAD 1.8 MILES TO MAJOR
 GC2150'HANKENS HOME.  STATION IS ON MAJOR HANKENS PROPERTY, 8.5 FEET
 GC2150'SOUTH-SOUTHWEST OF 14-INCH TRIANGLE-BLAZED LOCUST TREE, AND 24 FEET
 GC2150'NNW OF 12-INCH TRIANGLE-BLAZED HICKORY TREE.  SURFACE MARK
 GC2150'IS 5-INCH SQUARE
 GC2150'STONE, 2-1/2 FEET LONG PROJECTING 3 INCHES, WITH TOP DRESSED,
 GC2150'TWO GROOVES CUT IN TOP AT RIGHT ANGLES, AND LETTERS U.S.G.S.
 GC2150'UNDERGROUND MARK IS LONG BLACK BOTTLE FILLED WITH ASHES, WITH MOUTH
 GC2150'UPWARD, ABOUT 2-1/2 FEET BELOW SURFACE OF GROUND.  FOUR LOCUST POSTS
 GC2150'4 INCHES SQUARE, 6 FEET NORTH, SOUTH, EAST, AND WEST OF STATION MARK
 GC2150'WERE NOT RECOVERED IN 1934.  IN 1934 STANDARD STATION DISK WAS SET
 GC2150'IN SURFACE MARK, AND TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK
 GC2150'ESTABLISHED.  NO. 1, STANDARD REFERENCE DISK IN TOP OF 20-INCH
 GC2150'SQUARE ROCK OUTCROP SLIGHTLY BELOW SURFACE, IS ON NORTHWEST
 GC2150'SIDE OF TOP OF KNOB, ON DOWNHILL SLOPE, 14 FEET EAST-NORTHEAST OF
 GC2150'14-INCH TRIANGLE-BLAZED LOCUST TREE, AND 20.66 FEET FROM STATION.
 GC2150'NO. 2, STANDARD REFERENCE DISK IN TOP OF
 GC2150'12- BY 16-INCH BURIED BOULDER, IS ON SOUTHEAST SIDE OF TOP OF
 GC2150'KNOB, 5 FEET NORTH OF 12-INCH TRIANGLE-BLAZED HICKORY TREE, AND 25.08
 GC2150'FEET FROM STATION.  AZIMUTH MARK, STANDARD
 GC2150'REFERENCE DISK IN TOP OF SQUARE BLOCK OF CONCRETE, IS ON
 GC2150'PROPERTY OF EZRA HANKINS, 125 YARDS BEHIND (NORTHEAST OF) HOUSE, 18
 GC2150'YARDS NORTHWEST OF BARN, 7 YARDS NORTHEAST OF FENCE LINE, 3 YARDS
 GC2150'WEST OF CENTER LINE OF FIELD ROAD, AND 0.5 MILE FROM STATION.
 GC2150'FOLLOWING DISTANCES AND BEARINGS ARE
 GC2150'FROM STATION- LEBANON, CUMBERLAND UNIVERSITY, ADMINISTRATION
 GC2150'BUILDING, FINIAL OF CLOCK TOWER, 6.1 MILES, N 51 DEG 04 MIN 56 SEC W,
 GC2150'AND LEBANON, ALUMINUM WATER TANK, 5.6 MILES, N 38 DEG 13 MIN 26 SEC W.
 GC2150
 GC2150                          STATION RECOVERY (1960)
 GC2150
 GC2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2150'THE STATION WAS RECOVERED.  THE SURFACE STATION WAS FOUND BROKEN OFF
 GC2150'AND WAS DESTROYED BY THIS PARTY.  A NEW SURFACE MARK WAS
 GC2150'ESTABLISHED FROM THE UNDERGROUND MARK, A LONG BLACK BOTTLE FILLED
 GC2150'WITH ASHES, IN THE EXACT ORIGINAL LOCATION.  A DISCREPANCY WAS FOUND
 GC2150'IN THE DIRECTION AND DISTANCE OF REFERENCE MARK NO. 1, AND IN THE
 GC2150'DIRECTION OF REFERENCE MARK NO. 2 AND THE AZIMUTH MARK.
 GC2150'
 GC2150'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2150'
 GC2150'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF LEBANON AND 1-1/2
 GC2150'MILES NORTH OF SHOP SPRINGS ON THE HIGHEST WOODED PEAK IN THIS
 GC2150'AREA.
 GC2150'
 GC2150'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO EAST FOR 0.3 MILE
 GC2150'TO THE JUNCTION OF STATE HIGHWAY 26, TURN RIGHT, SOUTHEAST, AND GO
 GC2150'6.1 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, NORTH, ON SHOP
 GC2150'SPRINGS ROAD FOR 1.4 MILES TO EZRA HANKINS RESIDENCE ON THE LEFT,
 GC2150'PACK WEST FOR ABOUT 0.1 MILE TO THE AZIMUTH MARK, CONTINUE NORTH FOR
 GC2150'0.25 MILE TO M.E. HANKINS RESIDENCE ON THE LEFT, TURN LEFT PASSING
 GC2150'THROUGH A WOOD GATE AND ALONG THE EAST SIDE OF A BARN FOR 0.2 MILE TO
 GC2150'A WOOD GATE, PASS THROUGH THE WOOD GATE AND GO WEST PICKING WAY UP
 GC2150'HILL FOR ABOUT 0.25 MILE TO THE TOP AND THE STATION.  A 4-WHEEL
 GC2150'DRIVE WAS DRIVEN TO THE TOP.
 GC2150'
 GC2150'THE STATION IS 24 FEET NORTHWEST OF A 16 INCH TRIANGLE BLAZED HICKORY
 GC2150'TREE, 23 FEET SOUTHWEST OF A 24 INCH LOCUST TREE AND 3.3 FEET
 GC2150'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK SET IN A 10-INCH
 GC2150'SQUARE CONCRETE POST, FLUSH, AND STAMPED JENNINGS 1878 1934
 GC2150'1960.
 GC2150'
 GC2150'REFERENCE MARK NO. 1 IS 13 FEET NORTHWEST OF A 24 INCH TRIANGLE
 GC2150'BLAZED LOCUST TREE.  IT IS A STANDARD DISK SET IN THE TOP OF
 GC2150'OUTCROPPING BEDROCK, FLUSH, AND STAMPED JENNINGS NO 1 1934.
 GC2150'
 GC2150'REFERENCE MARK NO. 2 IS 5 FEET EAST OF A 16 INCH TRIANGLE BLAZED
 GC2150'HICKORY TREE.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC2150'A BURIED BOULDER, FLUSH, AND STAMPED JENNINGS NO 2 1934.
 GC2150'
 GC2150'AZIMUTH MARK IS 123 FEET SOUTHWEST OF A FENCE CORNER, 30 FEET WEST OF
 GC2150'A 24 INCH ELM TREE AND 1.9 FEET EAST OF A WITNESS POST.  IT IS A
 GC2150'STANDARD REFERENCE MARK DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 GC2150'PROJECTING 8 INCHES, AND STAMPED JENNINGS AZI 1934.
 GC2150
 GC2150                          STATION RECOVERY (1965)
 GC2150
 GC2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 GC2150'DUE TO CONSTRUCTION OF A FOREST LOOKOUT TOWER ON THIS SITE, THE
 GC2150'STATION HAD TO BE LOWERED TO PERMIT GRADING OPERATIONS.  THE STATION
 GC2150'MARK ONLY WAS RECOVERED.  THE SURFACE MARK WAS REMOVED AFTER A
 GC2150'PLUMBING BENCH HAD BEEN ESTABLISHED AND THE UNDERGROUND MARK WHICH
 GC2150'WAS A BOTTLE FILLED WITH ASHES WAS FOUND.  THE ENTIRE MARK WAS
 GC2150'LOWERED STRAIGHT DOWN IN SOLID ROCK ABOUT 1.7 FEET.  THE
 GC2150'ELEVATION AS SHOWN ON THE HORIZONTAL CONTROL DATA WAS TRANSFERRED TO
 GC2150'THE NEW MARK THROUGH A T.B.M. (LARGE SPIKE DRIVEN INTO BASE OF
 GC2150'TREE).  NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME AS A
 GC2150'SUITABLE LOCATION COULD NOT BE FOUND UNTIL SUCH TIME AS THE
 GC2150'CONSTRUCTION WORK IS COMPLETED, AT WHICH TIME THE STATION WILL BE
 GC2150'OCCUPIED AND THE NEW MARKS SET.  THE UNDERGROUND AND SURFACE
 GC2150'STATION MARKS ARE NOW STAMPED JENNINGS 1878 1934 1960 1965.
 GC2150'
 GC2150'NOTE- THE STATION IS PROTECTED BY HEAVY STEEL POST SET IN A TRIANGLE
 GC2150'AROUND THE MARK UNTIL SUCH TIME AS THE WORK CAN BE COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0326 ***********************************************************************
 FE0326  DESIGNATION -  JERROLDS
 FE0326  PID         -  FE0326
 FE0326  STATE/COUNTY-  TN/HARDIN
 FE0326  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0326
 FE0326                         *CURRENT SURVEY CONTROL
 FE0326  ___________________________________________________________________
 FE0326* NAD 83(1995)-  35 14 42.04064(N)    088 07 15.43542(W)     ADJUSTED  
 FE0326* NAVD 88     -       183.427  (meters)     601.79   (feet)  ADJUSTED  
 FE0326  ___________________________________________________________________
 FE0326  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FE0326  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0326  DYNAMIC HT  -         183.259 (meters)     601.24  (feet)  COMP
 FE0326  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0326
 FE0326  HORZ ORDER  -  SECOND
 FE0326  VERT ORDER  -  SECOND    CLASS 0
 FE0326
 FE0326.The horizontal coordinates were established by classical geodetic methods
 FE0326.and adjusted by the National Geodetic Survey in April 1999..
 FE0326
 FE0326.The orthometric height was determined by differential leveling
 FE0326.and adjusted by the National Geodetic Survey in June 1991..
 FE0326
 FE0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0326
 FE0326.The geoid height was determined by GEOID03.
 FE0326
 FE0326.The dynamic height is computed by dividing the NAVD 88
 FE0326.geopotential number by the normal gravity value computed on the
 FE0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0326.degrees latitude (g = 980.6199 gals.).
 FE0326
 FE0326.The modeled gravity was interpolated from observed gravity values.
 FE0326
 FE0326;                    North         East     Units Scale Factor Converg.
 FE0326;SPC TN       -   103,242.724   406,975.811   MT  1.00000088   -1 14 30.1
 FE0326;SPC TN       -   338,722.17  1,335,219.81   sFT  1.00000088   -1 14 30.1
 FE0326;UTM  16      - 3,900,790.189   398,014.713   MT  0.99972818   -0 38 48.9
 FE0326
 FE0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0326!SPC TN       -   0.99997555  x   1.00000088  =   0.99997643
 FE0326!UTM  16      -   0.99997555  x   0.99972818  =   0.99970374
 FE0326
 FE0326|---------------------------------------------------------------------|
 FE0326| PID    Reference Object                     Distance      Geod. Az  |
 FE0326|                                                           dddmmss.s |
 FE0326| FE0328 JERROLDS RM 1                        33.171 METERS 02446     |
 FE0326| FE0325 JERROLDS AZ MK                                     1695946.1 |
 FE0326| FE0327 JERROLDS RM 2                        32.152 METERS 33814     |
 FE0326| FE2243 TENN ST FOREST TOWER HR 34          APPROX. 2.0 KM 3400518.2 |
 FE0326|---------------------------------------------------------------------|
 FE0326
 FE0326                          SUPERSEDED SURVEY CONTROL
 FE0326
 FE0326  NAD 83(1995)-  35 14 42.04431(N)    088 07 15.43589(W) AD(       ) 2
 FE0326  NAD 83(1995)-  35 14 42.04454(N)    088 07 15.43593(W) AD(       ) 2
 FE0326  NAD 83(1995)-  35 14 42.04691(N)    088 07 15.43618(W) AD(       ) 2
 FE0326  NAD 83(1986)-  35 14 42.04955(N)    088 07 15.43544(W) AD(       ) 2
 FE0326  NAD 27      -  35 14 41.77100(N)    088 07 15.31380(W) AD(       ) 2
 FE0326  NGVD 29 (??/??/??)  183.445  (m)          601.85   (f) ADJUSTED    2 0
 FE0326
 FE0326.Superseded values are not recommended for survey control.
 FE0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0326.See file dsdata.txt to determine how the superseded data were derived.
 FE0326
 FE0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE9801500790(NAD 83)
 FE0326_MARKER: DS = TRIANGULATION STATION DISK
 FE0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0326_STAMPING: JERROLDS 1962
 FE0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0326+STABILITY: SURFACE MOTION
 FE0326
 FE0326  HISTORY     - Date     Condition        Report By
 FE0326  HISTORY     - 1962     MONUMENTED       TNHD
 FE0326  HISTORY     - 1962     GOOD             TNHD
 FE0326  HISTORY     - 1972     GOOD             TVA
 FE0326  HISTORY     - 1976     GOOD             NGS
 FE0326
 FE0326                          STATION DESCRIPTION
 FE0326
 FE0326'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0326'THE STATION IS LOCATED ABOUT 8 MILES EAST OF SAVANNAH.
 FE0326'
 FE0326'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH,
 FE0326'GO 8 MILES EAST ON STATE ROUTE 15 TO A GRAVEL ROAD LEFT LEADING TO
 FE0326'FIRE TOWER HR-34, TURN LEFT, AND GO 0.2 MILE NORTH ON GRAVEL ROAD TO
 FE0326'A TRACK ROAD LEFT, TURN LEFT, AND GO 0.1 MILE SOUTHWEST ON TRACK
 FE0326'ROAD TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE0326'
 FE0326'THE STATION IS 37 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK
 FE0326'ROAD, 21 FEET NORTHWEST OF A 15-INCH TRIANGLE BLAZED OAK TREE, AND
 FE0326'11.9 FEET WEST OF A WITNESS POST.  SURFACE AND UNDERGROUND MARKS ARE
 FE0326'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED JERROLDS 1962.
 FE0326'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 FE0326'SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FE0326'MONUMENT.
 FE0326'
 FE0326'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FE0326'TRACK ROAD AND 11 FEET EAST OF AN 8-INCH TRIANGLE BLAZED OAK TREE.
 FE0326'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FE0326'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE0326'JERROLDS RM-1 1962.
 FE0326'
 FE0326'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF A 15-INCH TRIANGLE BLAZED
 FE0326'OAK TREE AND 7 FEET NORTH OF A 5-INCH ELM TREE.  THE MARK IS A
 FE0326'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FE0326'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JERROLDS RM-2
 FE0326'1962.
 FE0326'
 FE0326'THE AZIMUTH MARK IS 28 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT
 FE0326'ROAD, 6 FEET NORTHWEST OF A 12-INCH OAK TREE, AND 4.7 FEET NORTH OF
 FE0326'A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0326'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0326'DISK IS STAMPED JERROLDS AZI 1962.
 FE0326'
 FE0326'TO REACH THE AZIMUTH MARK FROM THE HARDIN COUNTY COURTHOUSE IN
 FE0326'SAVANNAH, GO 8 MILES EAST ON STATE ROUTE 15 TO A DIRT ROAD RIGHT,
 FE0326'TURN RIGHT, AND GO 0.1 MILE SOUTH TO THE MARK ON THE LEFT AS
 FE0326'DESCRIBED.
 FE0326'
 FE0326'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FE0326
 FE0326                          STATION RECOVERY (1962)
 FE0326
 FE0326'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0326'8 MI E FROM SAVANNAH.
 FE0326'FROM THE HARDIN COUNTY COURT HOUSE IN SAVANNAH, GO EAST ON
 FE0326'U.S. HIGHWAY 64 FOR 8.0 MILES TO A GRAVEL ROAD LEADING TO
 FE0326'FIRE TOWER HR-34, TURN LEFT, AND GO 0.2 MILE NORTH ON GRAVEL
 FE0326'ROAD TO A TRACK ROAD LEFT, TURN LEFT, AND GO 0.1 MILE SOUTHWEST
 FE0326'ON TRACK ROAD TO THE STATION ON THE RIGHT.  THE STATION MARK
 FE0326'IS 37 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 21 FEET
 FE0326'NORTHWEST OF A 15-INCH TRIANGLE BLAZED OAK TREE AND 11.9 FEET
 FE0326'WEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FE0326'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FE0326'MONUMENT, FLUSH WITH THE GROUND.
 FE0326
 FE0326                          STATION RECOVERY (1972)
 FE0326
 FE0326'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JOG)
 FE0326'CONDITION OF POINT WHEN FOUND GOOD.
 FE0326'
 FE0326'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT JERROLDS STATION
 FE0326'MARK HWY DEPT 1962.
 FE0326'
 FE0326'DESCRIPTION SHOULD BE 0.25 MI SOUTHWEST OF TRACK RD.  OTHER
 FE0326'DESCRIPTIONS GOOD.
 FE0326'
 FE0326'REF-15.6 WEST TO 6 INCH BLOCK GUM.
 FE0326'13.0 SOUTH W. TO 8 INCH WHITE OAK.
 FE0326'1.0 SOUTH TO STEEL POST AND SIGN.
 FE0326'
 FE0326'JERROLDS RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE0326'
 FE0326'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT JERROLDS RM-1.
 FE0326'
 FE0326'DESCRIPTION SHOULD BE 0.25 MI SOUTHWEST OF TRACK RD.
 FE0326'
 FE0326'OTHER DESCRIPTIONS AND REF. GOOD.
 FE0326'
 FE0326'JERROLDS AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0326'
 FE0326'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT JERROLDS AZI.
 FE0326'
 FE0326'DESCRIPTION GOOD IN BULLETIN.
 FE0326'
 FE0326'REF. 18.2 SOUTH TO 8 INCH HICKORY.
 FE0326'
 FE0326'DID NOT FIND MONUMENT BECAUSE REF. HAD BEEN DESTROYED.
 FE0326'
 FE0326'MONUMENT BELIEVE TO STILL BE THERE.  TIMBER HAS BEEN CUT.
 FE0326'
 FE0326'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 8. MI EAST OF
 FE0326'SAVANNAH HWY 64.
 FE0326
 FE0326                          STATION RECOVERY (1976)
 FE0326
 FE0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FE0326'NOT OCCUPIED.
 FE0326'
 FE0326'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO VARIOUS
 FE0326'CHANGES AND AN ERROR IN THE ORIGINAL DESCRIPTION A NEW ONE
 FE0326'FOLLOWS--
 FE0326'
 FE0326'THE STATION IS 37 FEET WEST OF THE CENTERLINE OF TRACK ROAD, 16 FEET
 FE0326'EAST OF A 6 INCH GUM TREE, 13 FEET NORTHEAST OF AN 8 INCH OAK TREE
 FE0326'AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 FE0326'AND THE DISK IS STAMPED JERROLDS 1962.
 FE0326'
 FE0326'TO REACH THE STATION FROM THE HARDIN COUNTY COURTHOUSE AT SAVANNAH,
 FE0326'GO EAST ON U.S. HIGHWAY 64 FOR 8.0 MILES TO A ROAD LEFT.  TURN LEFT
 FE0326'AND GO NORTH ON ROAD TO FIRE TOWER 0.2 MILE OT A TRACK ROAD LEFT.
 FE0326'TURN LEFT AND GO 0.25 MILE TO THE STATION ON THE RIGHT.  (THIS IS
 FE0326'0.15 MILE SOUTHWEST OF AND LOWER IN ELEVATION THAT THE HIGHEST
 FE0326'POINT OF THE HILL).
 FE0326'
 FE0326'REFERENCE MARK 1 IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 35
 FE0326'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD, 14 FEET
 FE0326'NORTHEAST OF A 12 INCH OAK TREE AND 4 FEET EAST OF A 6 INCH GUM
 FE0326'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE0326'JERROLDS RM-1 1962.
 FE0326'
 FE0326'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 6 FEET
 FE0326'NORTHEAST OF A 6 INCH OAK TREE AND 13 FEET SOUTH OF A 12 INCH OAK
 FE0326'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FE0326'JERROLDS RM-2 1962.
 FE0326'
 FE0326'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST, 28 FEET EAST
 FE0326'OF CENTERLINE OF PAVED ROAD, 6 FEET NORTHWEST OF A 14 INCH OAK TREE,
 FE0326'AND 5 FEET NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 FE0326'AND THE DISK IS STAMPED JERROLDS 1962.
 FE0326'
 FE0326'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE, GO EAST ON HIGHWAY
 FE0326'64 FOR 7.9 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON PAVED
 FE0326'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FE0326'
 FE0326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 FE0326'EAST OF SAVANNAH.
 FE0326'
 FE0326'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0325 ***********************************************************************
 FE0325  DESIGNATION -  JERROLDS AZ MK
 FE0325  PID         -  FE0325
 FE0325  STATE/COUNTY-  TN/HARDIN
 FE0325  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0325
 FE0325                         *CURRENT SURVEY CONTROL
 FE0325  ___________________________________________________________________
 FE0325* NAD 83(1986)-  35 14 41.     (N)    088 07 15.     (W)     SCALED    
 FE0325* NAVD 88     -       159.729  (meters)     524.04   (feet)  ADJUSTED  
 FE0325  ___________________________________________________________________
 FE0325  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE0325  DYNAMIC HT  -         159.583 (meters)     523.57  (feet)  COMP
 FE0325  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0325
 FE0325  VERT ORDER  -  SECOND    CLASS 0
 FE0325
 FE0325.The horizontal coordinates were scaled from a topographic map and have
 FE0325.an estimated accuracy of +/- 6 seconds.
 FE0325
 FE0325.The orthometric height was determined by differential leveling
 FE0325.and adjusted by the National Geodetic Survey in June 1991..
 FE0325
 FE0325.The geoid height was determined by GEOID03.
 FE0325
 FE0325.The dynamic height is computed by dividing the NAVD 88
 FE0325.geopotential number by the normal gravity value computed on the
 FE0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0325.degrees latitude (g = 980.6199 gals.).
 FE0325
 FE0325.The modeled gravity was interpolated from observed gravity values.
 FE0325
 FE0325;                    North         East    Units  Estimated Accuracy
 FE0325;SPC TN       -   103,210.      406,990.      MT  (+/- 180 meters Scaled)
 FE0325
 FE0325                          SUPERSEDED SURVEY CONTROL
 FE0325
 FE0325  NGVD 29 (??/??/??)  159.747  (m)          524.10   (f) ADJUSTED    2 0
 FE0325
 FE0325.Superseded values are not recommended for survey control.
 FE0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0325.See file dsdata.txt to determine how the superseded data were derived.
 FE0325
 FE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE980007(NAD 83)
 FE0325_MARKER: DZ = AZIMUTH MARK DISK
 FE0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0325_STAMPING: JERROLDS AZI 1962
 FE0325_MARK LOGO: TNHD  
 FE0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0325+STABILITY: SURFACE MOTION
 FE0325
 FE0325  HISTORY     - Date     Condition        Report By
 FE0325  HISTORY     - 1962     MONUMENTED       TNHD
 FE0325
 FE0325                          STATION DESCRIPTION
 FE0325
 FE0325'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0325'8 MI E FROM SAVANNAH.
 FE0325'FROM THE HARDIN COUNTY COURTHOUSE IN SAVANNAH, GO EAST ON U.S.
 FE0325'HIGHWAY 64 FOR 8 MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT, AND
 FE0325'GO 0.1 MILE SOUTH TO THE MARK ON THE LEFT.  THE AZIMUTH MARK
 FE0325'IS 28 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 6 FEET
 FE0325'NORTHWEST OF A 12-INCH OAK TREE AND 4.7 FEET NORTH OF A WITNESS
 FE0325'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FE0325'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FE0325'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0328 ***********************************************************************
 FE0328  DESIGNATION -  JERROLDS RM 1
 FE0328  PID         -  FE0328
 FE0328  STATE/COUNTY-  TN/HARDIN
 FE0328  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0328
 FE0328                         *CURRENT SURVEY CONTROL
 FE0328  ___________________________________________________________________
 FE0328* NAD 83(1986)-  35 14 48.     (N)    088 07 11.     (W)     SCALED    
 FE0328* NAVD 88     -       185.415  (meters)     608.32   (feet)  ADJUSTED  
 FE0328  ___________________________________________________________________
 FE0328  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE0328  DYNAMIC HT  -         185.246 (meters)     607.76  (feet)  COMP
 FE0328  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0328
 FE0328  VERT ORDER  -  SECOND    CLASS 0
 FE0328
 FE0328.The horizontal coordinates were scaled from a topographic map and have
 FE0328.an estimated accuracy of +/- 6 seconds.
 FE0328
 FE0328.The orthometric height was determined by differential leveling
 FE0328.and adjusted by the National Geodetic Survey in June 1991..
 FE0328
 FE0328.The geoid height was determined by GEOID03.
 FE0328
 FE0328.The dynamic height is computed by dividing the NAVD 88
 FE0328.geopotential number by the normal gravity value computed on the
 FE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0328.degrees latitude (g = 980.6199 gals.).
 FE0328
 FE0328.The modeled gravity was interpolated from observed gravity values.
 FE0328
 FE0328;                    North         East    Units  Estimated Accuracy
 FE0328;SPC TN       -   103,420.      407,090.      MT  (+/- 180 meters Scaled)
 FE0328
 FE0328                          SUPERSEDED SURVEY CONTROL
 FE0328
 FE0328  NGVD 29 (??/??/??)  185.433  (m)          608.37   (f) ADJUSTED    2 0
 FE0328
 FE0328.Superseded values are not recommended for survey control.
 FE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0328.See file dsdata.txt to determine how the superseded data were derived.
 FE0328
 FE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE981009(NAD 83)
 FE0328_MARKER: DR = REFERENCE MARK DISK
 FE0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0328_STAMPING: JERROLDS RM-1 1962
 FE0328_MARK LOGO: TNHD  
 FE0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0328+STABILITY: SURFACE MOTION
 FE0328
 FE0328  HISTORY     - Date     Condition        Report By
 FE0328  HISTORY     - 1962     MONUMENTED       TNHD
 FE0328
 FE0328                          STATION DESCRIPTION
 FE0328
 FE0328'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0328'8 MI E FROM SAVANNAH.
 FE0328'THIS MARK IS LOCATED AT THE JERROLDS 1962 STATION SITE, 38 FEET
 FE0328'WEST OF THE CENTERLINE OF A TRACK ROAD, 11 FEET EAST OF A TRIANGLE
 FE0328'BLAZED OAK TREE AND 109 FEET NORTH OF THE STATION.  THE MARK
 FE0328'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF
 FE0328'A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0327 ***********************************************************************
 FE0327  DESIGNATION -  JERROLDS RM 2
 FE0327  PID         -  FE0327
 FE0327  STATE/COUNTY-  TN/HARDIN
 FE0327  USGS QUAD   -  WOLF PIT RIDGE (1972)
 FE0327
 FE0327                         *CURRENT SURVEY CONTROL
 FE0327  ___________________________________________________________________
 FE0327* NAD 83(1986)-  35 14 48.     (N)    088 07 11.     (W)     SCALED    
 FE0327* NAVD 88     -       183.565  (meters)     602.25   (feet)  ADJUSTED  
 FE0327  ___________________________________________________________________
 FE0327  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FE0327  DYNAMIC HT  -         183.397 (meters)     601.70  (feet)  COMP
 FE0327  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0327
 FE0327  VERT ORDER  -  SECOND    CLASS 0
 FE0327
 FE0327.The horizontal coordinates were scaled from a topographic map and have
 FE0327.an estimated accuracy of +/- 6 seconds.
 FE0327
 FE0327.The orthometric height was determined by differential leveling
 FE0327.and adjusted by the National Geodetic Survey in June 1991..
 FE0327
 FE0327.The geoid height was determined by GEOID03.
 FE0327
 FE0327.The dynamic height is computed by dividing the NAVD 88
 FE0327.geopotential number by the normal gravity value computed on the
 FE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0327.degrees latitude (g = 980.6199 gals.).
 FE0327
 FE0327.The modeled gravity was interpolated from observed gravity values.
 FE0327
 FE0327;                    North         East    Units  Estimated Accuracy
 FE0327;SPC TN       -   103,420.      407,090.      MT  (+/- 180 meters Scaled)
 FE0327
 FE0327                          SUPERSEDED SURVEY CONTROL
 FE0327
 FE0327  NGVD 29 (??/??/??)  183.583  (m)          602.31   (f) ADJUSTED    2 0
 FE0327
 FE0327.Superseded values are not recommended for survey control.
 FE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0327.See file dsdata.txt to determine how the superseded data were derived.
 FE0327
 FE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE981009(NAD 83)
 FE0327_MARKER: DR = REFERENCE MARK DISK
 FE0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0327_STAMPING: JERROLDS RM-2 1962
 FE0327_MARK LOGO: TNHD  
 FE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0327+STABILITY: SURFACE MOTION
 FE0327
 FE0327  HISTORY     - Date     Condition        Report By
 FE0327  HISTORY     - 1962     MONUMENTED       TNHD
 FE0327
 FE0327                          STATION DESCRIPTION
 FE0327
 FE0327'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0327'8 MI E FROM SAVANNAH.
 FE0327'THIS MARK IS LOCATED AT THE JERROLDS 1962 STATION SITE, 21
 FE0327'FEET SOUTH OF A TRIANGLE BLAZED OAK TREE, 7 FEET NORTH OF A
 FE0327'5-INCH ELM TREE AND 105 FEET NORTHWEST OF THE STATION.  THE
 FE0327'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FE0327'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2166 ***********************************************************************
 FF2166  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2166  DESIGNATION -  JJJ
 FF2166  PID         -  FF2166
 FF2166  STATE/COUNTY-  TN/SHELBY
 FF2166  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2166
 FF2166                         *CURRENT SURVEY CONTROL
 FF2166  ___________________________________________________________________
 FF2166* NAD 83(1995)-  35 01 25.01272(N)    090 02 56.67349(W)     ADJUSTED  
 FF2166* NAVD 88     -        83.23   (meters)     273.1    (feet)  GPS OBS   
 FF2166  ___________________________________________________________________
 FF2166  X           -      -4,478.807 (meters)                     COMP
 FF2166  Y           -  -5,228,967.561 (meters)                     COMP
 FF2166  Z           -   3,640,044.701 (meters)                     COMP
 FF2166  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 FF2166  ELLIP HEIGHT-          55.87  (meters)          (04/05/04) GPS OBS
 FF2166  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF2166
 FF2166  HORZ ORDER  -  B
 FF2166  ELLP ORDER  -  THIRD     CLASS I
 FF2166
 FF2166.The horizontal coordinates were established by GPS observations
 FF2166.and adjusted by the National Geodetic Survey in April 2004..
 FF2166
 FF2166.The orthometric height was determined by GPS observations and a
 FF2166.high-resolution geoid model using precise GPS observation and
 FF2166.processing techniques. It supersedes the leveled height previously
 FF2166.determined for this station.
 FF2166
 FF2166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2166
 FF2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2166
 FF2166.The ellipsoidal height was determined by GPS observations
 FF2166.and is referenced to NAD 83.
 FF2166
 FF2166.The geoid height was determined by GEOID03.
 FF2166
 FF2166;                    North         East     Units Scale Factor Converg.
 FF2166;SPC TN       -    84,231.546   230,561.295   MT  1.00004766   -2 22 13.8
 FF2166;SPC TN       -   276,349.66    756,433.18   sFT  1.00004766   -2 22 13.8
 FF2166;UTM  15      - 3,879,643.091   769,240.263   MT  1.00049351   +1 41 40.5
 FF2166;UTM  16      - 3,879,912.533   221,801.563   MT  1.00055396   -1 45 03.7
 FF2166
 FF2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2166!SPC TN       -   0.99999123  x   1.00004766  =   1.00003889
 FF2166!UTM  15      -   0.99999123  x   1.00049351  =   1.00048474
 FF2166!UTM  16      -   0.99999123  x   1.00055396  =   1.00054519
 FF2166
 FF2166                          SUPERSEDED SURVEY CONTROL
 FF2166
 FF2166  NAVD 88 (08/15/95)   83.247  (m)          273.12   (f) ADJUSTED    1 2
 FF2166
 FF2166.Superseded values are not recommended for survey control.
 FF2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2166.See file dsdata.txt to determine how the superseded data were derived.
 FF2166
 FF2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6924079643(NAD 83)
 FF2166_MARKER: DD = SURVEY DISK
 FF2166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF2166_SP_SET: METAL PIPE IN CONCRETE
 FF2166_STAMPING: JJJ JJJ
 FF2166_MARK LOGO: MLGW  
 FF2166_PROJECTION: RECESSED 1 CENTIMETERS
 FF2166_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2166+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF2166_ROD/PIPE-DEPTH: 1.00 meters
 FF2166
 FF2166  HISTORY     - Date     Condition        Report By
 FF2166  HISTORY     - 1992     MONUMENTED       MLGW
 FF2166  HISTORY     - 19920116 GOOD             NGS
 FF2166  HISTORY     - 19920402 GOOD             JCLS
 FF2166  HISTORY     - 19960620 GOOD             TN1620
 FF2166  HISTORY     - 20020402 GOOD             JCLS
 FF2166  HISTORY     - 20020411 GOOD             USACE
 FF2166  HISTORY     - 20030701 GOOD             EMCINC
 FF2166
 FF2166                          STATION DESCRIPTION
 FF2166
 FF2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FF2166'7.4 KM (4.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 61 FROM THE JUNCTION
 FF2166'OF INTERSTATE HIGHWAY 55 IN MEMPHIS, THENCE 3.4 KM (2.10 MI) EAST
 FF2166'ALONG COUNTY ROAD 175 (SHELBY DRIVE), THENCE 0.3 NORTHERLY ALONG
 FF2166'HODGE ROAD, A WELDED POINT ON A PIPE CAP ATTACHED TO A 2-INCH
 FF2166'GALVANIZED PIPE, 60.8 M (199.5 FT) EAST OF THE CENTER OF 3 DOORS AT
 FF2166'THE MAIN ENTRANCE TO THE WESTHAVEN ELEMENTARY SCHOOL AT 4585 HODGE
 FF2166'ROAD, 28.1 M (92.2 FT) WEST OF THE CENTER OF THE ROAD, 17.1 M
 FF2166'(56.1 FT) NORTH OF THE NORTH EDGE OF THE MOST NORTHERLY OF 2
 FF2166'STAIRWAYS LEADING TO THE SCHOOL, 16.9 M (55.4 FT) SOUTH-SOUTHEAST OF
 FF2166'A 15-INCH PIN OAK TREE, 3.5 M (11.5 FT) ABOVE THE LEVEL OF THE ROAD,
 FF2166'3.1 M (10.2 FT) EAST OF THE MOST SOUTHERLY OF 2 LEGS FOR A SIGN
 FF2166'(WESTHAVEN ELEM MEMPHIS CITY SCHOOLS), AND THE MONUMENT IS RECESSED
 FF2166'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  NOTE--THE STAMPING IS
 FF2166'JJJ JJJ.
 FF2166
 FF2166                          STATION RECOVERY (1992)
 FF2166
 FF2166'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1992 (MRY)
 FF2166'CONTACT SCHOOL PRINCIPAL, BARBARA THOMPSON (901) 789 8202, PRIOR TO
 FF2166'OCCUPYING THIS MONUMENT.
 FF2166
 FF2166                          STATION RECOVERY (1996)
 FF2166
 FF2166'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (MP)
 FF2166'RECOVERED IN GOOD CONDITION.
 FF2166
 FF2166                          STATION RECOVERY (2002)
 FF2166
 FF2166'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 FF2166'RECOVERED IN GOOD CONDITION.
 FF2166
 FF2166                          STATION RECOVERY (2002)
 FF2166
 FF2166'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF2166'RECOVERED IN GOOD CONDITION.
 FF2166
 FF2166                          STATION RECOVERY (2003)
 FF2166
 FF2166'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF2166'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2768 ***********************************************************************
 GC2768  DESIGNATION -  JLM 1
 GC2768  PID         -  GC2768
 GC2768  STATE/COUNTY-  TN/MONTGOMERY
 GC2768  USGS QUAD   -  OAK GROVE (1982)
 GC2768
 GC2768                         *CURRENT SURVEY CONTROL
 GC2768  ___________________________________________________________________
 GC2768* NAD 83(1995)-  36 37 30.92588(N)    087 26 29.87592(W)     ADJUSTED  
 GC2768* NAVD 88     -       156.4    (meters)     513.     (feet)  GPS OBS   
 GC2768  ___________________________________________________________________
 GC2768  X           -     228,765.775 (meters)                     COMP
 GC2768  Y           -  -5,119,905.409 (meters)                     COMP
 GC2768  Z           -   3,784,174.571 (meters)                     COMP
 GC2768  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GC2768  ELLIP HEIGHT-         126.86  (meters)          (09/07/94) GPS OBS
 GC2768  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2768
 GC2768  HORZ ORDER  -  A
 GC2768  ELLP ORDER  -  THIRD     CLASS I
 GC2768
 GC2768.The horizontal coordinates were established by GPS observations
 GC2768.and adjusted by the National Geodetic Survey in September 1994..
 GC2768
 GC2768.The orthometric height was determined by GPS observations and a
 GC2768.high-resolution geoid model.
 GC2768
 GC2768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2768
 GC2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2768
 GC2768.The ellipsoidal height was determined by GPS observations
 GC2768.and is referenced to NAD 83.
 GC2768
 GC2768.The geoid height was determined by GEOID03.
 GC2768
 GC2768;                    North         East     Units Scale Factor Converg.
 GC2768;SPC TN       -   255,245.927   471,049.956   MT  1.00004365   -0 50 38.4
 GC2768;SPC TN       -   837,419.35  1,545,436.40   sFT  1.00004365   -0 50 38.4
 GC2768;SPC KY1Z     - 1,033,772.221 1,348,676.220   MT  1.00014105   -1 02 18.9
 GC2768;SPC KY1Z     - 3,391,634.36  4,424,781.90   sFT  1.00014105   -1 02 18.9
 GC2768;SPC KY S     -   533,750.665   348,694.126   MT  1.00002137   -1 01 33.3
 GC2768;SPC KY S     - 1,751,146.97  1,144,007.31   sFT  1.00002137   -1 01 33.3
 GC2768;UTM  16      - 4,053,393.035   460,513.195   MT  0.99961921   -0 15 48.5
 GC2768
 GC2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2768!SPC TN       -   0.99998009  x   1.00004365  =   1.00002374
 GC2768!SPC KY1Z     -   0.99998009  x   1.00014105  =   1.00012114
 GC2768!SPC KY S     -   0.99998009  x   1.00002137  =   1.00000146
 GC2768!UTM  16      -   0.99998009  x   0.99961921  =   0.99959931
 GC2768
 GC2768                          SUPERSEDED SURVEY CONTROL
 GC2768
 GC2768.No superseded survey control is available for this station.
 GC2768
 GC2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6051353393(NAD 83)
 GC2768_MARKER: DD = SURVEY DISK
 GC2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2768_SP_SET: CONCRETE POST
 GC2768_STAMPING: JLM 1
 GC2768_MARK LOGO: NONE  
 GC2768_MAGNETIC: N = NO MAGNETIC MATERIAL
 GC2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2768+STABILITY: SURFACE MOTION
 GC2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2768+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1994
 GC2768
 GC2768  HISTORY     - Date     Condition        Report By
 GC2768  HISTORY     - 1994     MONUMENTED       TNDPW
 GC2768  HISTORY     - 19940318 GOOD             NGS
 GC2768
 GC2768                          STATION DESCRIPTION
 GC2768
 GC2768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GC2768'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF
 GC2768'CLARKSVILLE, TN. 3.0 MI (4.8 KM) SOUTHWEST OF OAK GROVE, KY., 1.0 MI
 GC2768'(1.6 KM) SOUTH OF THE KENTUCKY/TENNESSEE STATE LINE AND ON FORT
 GC2768'CAMPBELL MILITARY RESERVATION.  OWNERSHIP--U.S. GOVERNMENT, CONTACT
 GC2768'TOM HARSBARGER. OFFICE PHONE 502-798-2623, MOBILE PHONE 615-553-7410
 GC2768'OR JENNIFER MASTROVITO AT 502-798-2877 OR 2616, MAILING
 GC2768'ADDRESS--DIRECTOR OF PUBLIC WORKS, DPW ENVIRONMENTAL DIVISION,
 GC2768'ATTN-AFZB-DPW-E-CN, BUILDING 865, 16TH STREET, FORT CAMPBELL, KY
 GC2768'42223-5130.
 GC2768'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 24 AND
 GC2768'U.S. HIGHWAY 41 ALTERNANT (EXIT 86) WHICH IS LOCATED ABOUT 4.0 MI
 GC2768'(6.4 KM) NORTH OF THE KENTUCKY/TENNESSEE STATE LINE, GO SOUTH ON U.S.
 GC2768'HIGHWAY 41 A FOR 4.3 MI (6.9 KM) TO SIDE ROAD RIGHT (GATE 4 ENTRANCE
 GC2768'TO FORT CAMPBELL), TURN RIGHT, GO WEST FOR 0.1 MI (0.2 KM) TO A GUARD
 GC2768'HOUSE. PASS THROUGH, CONTINUE WEST FOR 0.55 MI (0.89 KM) ON CHAFFEE
 GC2768'ROAD TO OHIO AVENUE, TURN LEFT, SOUTH ON OHIO AVENUE FOR 1.1 MI
 GC2768'(1.8 KM) TO A PAVED ROAD ON THE LEFT, ABOUT 150 FT (45.7 M) SOUTH OF
 GC2768'11TH STREET AND A OPEN AREA, TURN ROGHT, GO WEST ACROSS A GRASSY OPEN
 GC2768'AREA FOR 0.1 MI (0.2 KM) TO A SLIGHT HILL AND THE STATION.
 GC2768'THE STATION IS RECESSED 10 CM BELOW THE LEVEL OF THE GROUND.  LOCATED
 GC2768'469.0 FT (143.0 M) NORTH FROM THE CENTER OF 7TH STREET, ALMOST AT THE
 GC2768'INTERSECTION WITH MASSACHUSETTS AVENUE, 446.0 FT (135.9 M) WEST FROM
 GC2768'THE CENTER OF OHIO AVENUE, 445.0 FT (135.6 M) SOUTH FROM THE CENTER
 GC2768'OF 11TH STREET AND 414.0 FT (126.2 M) EAST FROM THE CENTER OF ALASKA
 GC2768'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1116 ***********************************************************************
 GA1116  DESIGNATION -  JMO 685
 GA1116  PID         -  GA1116
 GA1116  STATE/COUNTY-  TN/HAWKINS
 GA1116  USGS QUAD   -  STONY POINT (1971)
 GA1116
 GA1116                         *CURRENT SURVEY CONTROL
 GA1116  ___________________________________________________________________
 GA1116* NAD 83(1986)-  36 28 15.     (N)    082 51 06.     (W)     SCALED    
 GA1116* NAVD 88     -       345.521  (meters)    1133.60   (feet)  ADJUSTED  
 GA1116  ___________________________________________________________________
 GA1116  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1116  DYNAMIC HT  -         345.208 (meters)    1132.57  (feet)  COMP
 GA1116  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 GA1116
 GA1116  VERT ORDER  -  SECOND    CLASS 0
 GA1116
 GA1116.The horizontal coordinates were scaled from a topographic map and have
 GA1116.an estimated accuracy of +/- 6 seconds.
 GA1116
 GA1116.The orthometric height was determined by differential leveling
 GA1116.and adjusted by the National Geodetic Survey in June 1991..
 GA1116
 GA1116.The geoid height was determined by GEOID03.
 GA1116
 GA1116.The dynamic height is computed by dividing the NAVD 88
 GA1116.geopotential number by the normal gravity value computed on the
 GA1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1116.degrees latitude (g = 980.6199 gals.).
 GA1116
 GA1116.The modeled gravity was interpolated from observed gravity values.
 GA1116
 GA1116;                    North         East    Units  Estimated Accuracy
 GA1116;SPC TN       -   241,700.      882,120.      MT  (+/- 180 meters Scaled)
 GA1116
 GA1116                          SUPERSEDED SURVEY CONTROL
 GA1116
 GA1116  NGVD 29 (??/??/92)  345.701  (m)         1134.19   (f) ADJ UNCH    2 0
 GA1116
 GA1116.Superseded values are not recommended for survey control.
 GA1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1116.See file dsdata.txt to determine how the superseded data were derived.
 GA1116
 GA1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA341377(NAD 83)
 GA1116_MARKER: DD = SURVEY DISK
 GA1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1116_SP_SET: BRIDGE
 GA1116_STAMPING: JMO 685 1957
 GA1116_MARK LOGO: TVA   
 GA1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1116
 GA1116  HISTORY     - Date     Condition        Report By
 GA1116  HISTORY     - 1957     MONUMENTED       TVA
 GA1116  HISTORY     - 1964     GOOD             TNHD
 GA1116
 GA1116                          STATION DESCRIPTION
 GA1116
 GA1116'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1116'AT SURGOINSVILLE.
 GA1116'FROM THE POST OFFICE IN SURGOINSVILLE, GO EASTERLY ON U.S.
 GA1116'HIGHWAY 11W 0.2 MILE TO THE MARK ON THE LEFT.  THE MARK IS IN
 GA1116'THE SURGOINSVILLE CREEK BRIDGE IN THE NORTH END OF THE EAST
 GA1116'ABUTMENT.  THE MARK IS A TENNESSEE VALLEY AUTHORITY DISK SET IN A
 GA1116'DRILLED HOLE IN THE NORTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1656 ***********************************************************************
 FD1656  CBN         -  This is a Cooperative Base Network Control Station.
 FD1656  DESIGNATION -  JMR STA 11178 GSS
 FD1656  PID         -  FD1656
 FD1656  STATE/COUNTY-  TN/GILES
 FD1656  USGS QUAD   -  BRICK CHURCH (1981)
 FD1656
 FD1656                         *CURRENT SURVEY CONTROL
 FD1656  ___________________________________________________________________
 FD1656* NAD 83(1995)-  35 15 42.82959(N)    086 55 56.90001(W)     ADJUSTED  
 FD1656* NAVD 88     -       326.3    (meters)    1071.     (feet)  VERTCON   
 FD1656  ___________________________________________________________________
 FD1656  X           -     279,013.552 (meters)                     COMP
 FD1656  Y           -  -5,206,479.944 (meters)                     COMP
 FD1656  Z           -   3,661,802.131 (meters)                     COMP
 FD1656  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FD1656  ELLIP HEIGHT-         298.63  (meters)          (04/12/99) GPS OBS
 FD1656  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD1656
 FD1656  HORZ ORDER  -  B
 FD1656  ELLP ORDER  -  FOURTH    CLASS I
 FD1656
 FD1656.The horizontal coordinates were established by GPS observations
 FD1656.and adjusted by the National Geodetic Survey in April 1999..
 FD1656
 FD1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1656
 FD1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1656
 FD1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1656
 FD1656.The ellipsoidal height was determined by GPS observations
 FD1656.and is referenced to NAD 83.
 FD1656
 FD1656.The geoid height was determined by GEOID03.
 FD1656
 FD1656;                    North         East     Units Scale Factor Converg.
 FD1656;SPC TN       -   103,428.694   515,149.890   MT  0.99999792   -0 32 45.3
 FD1656;SPC TN       -   339,332.31  1,690,120.93   sFT  0.99999792   -0 32 45.3
 FD1656;UTM  16      - 3,902,089.176   506,142.324   MT  0.99960046   +0 02 20.3
 FD1656
 FD1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1656!SPC TN       -   0.99995313  x   0.99999792  =   0.99995105
 FD1656!UTM  16      -   0.99995313  x   0.99960046  =   0.99955361
 FD1656
 FD1656                          SUPERSEDED SURVEY CONTROL
 FD1656
 FD1656  NAD 83(1995)-  35 15 42.83050(N)    086 55 56.90048(W) AD(       ) B
 FD1656  ELLIP H (09/07/90)  298.60   (m)                       GP(       ) 4 1
 FD1656  NGVD 29 (09/07/90)  326.3    (m)         1071.     (f) GPS OBS        
 FD1656
 FD1656.Superseded values are not recommended for survey control.
 FD1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1656.See file dsdata.txt to determine how the superseded data were derived.
 FD1656
 FD1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0614202089(NAD 83)
 FD1656_MARKER: DD = SURVEY DISK
 FD1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1656_STAMPING: JMR STA 11178 1982 CSS
 FD1656_MARK LOGO: DOD   
 FD1656_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1656+STABILITY: SURFACE MOTION
 FD1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1656+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FD1656
 FD1656  HISTORY     - Date     Condition        Report By
 FD1656  HISTORY     - 1987     MONUMENTED       DMA
 FD1656
 FD1656                          STATION DESCRIPTION
 FD1656
 FD1656'DESCRIBED BY DEFENSE MAP AGENCY 1987 (SNB)
 FD1656'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 FD1656'SOUTHWEST OF THE JUNCTION OF INTERSTATE 65 AND U.S. HIGHWAY 31A,
 FD1656'14.5 KM (9 MI) NORTHEAST OF PULASKI, AT BRICK CHURCH LOOKOUT TOWER.
 FD1656'OWNERSHIP--STATE OF TENNESSEE
 FD1656'
 FD1656'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 65 AND U.S.
 FD1656'HIGHWAY 31A, ABOUT 17.7 KM (11 MI) NORTHEAST OF PULASKI, GO
 FD1656'SOUTHWEST FOR 6.8 KM (4.2 MI) ON U.S. HIGHWAY 31A TO THE JUNCTION
 FD1656'OF A DIRT ROAD ON THE RIGHT.
 FD1656'TURN RIGHT AND GO WEST FOR 0.3 KM (0.2 MI) ON THE DIRT ROAD TO
 FD1656'BRICK CHURCH LOOKOUT TOWER AND THE STATION ON THE RIGHT, (NORTH).
 FD1656'
 FD1656'THE STATION IS A STANDARD DMA DISK
 FD1656'STAMPED---JMR STA 11178 1982 GSS---,
 FD1656'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FD1656'38 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FD1656'9.94 METERS (32.61 FT) NORTH FROM THE CENTER OF THE DIRT ROAD,
 FD1656'15 METERS (49.2 FT) SOUTH FROM THE SOUTHEAST TOWER SUPPORT BASE,
 FD1656'2.17 METERS (7.12 FT) WEST FROM A FENCE RUNNING NORTH-SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0869 ***********************************************************************
 GC0869  DESIGNATION -  JOELTON
 GC0869  PID         -  GC0869
 GC0869  STATE/COUNTY-  TN/DAVIDSON
 GC0869  USGS QUAD   -  FOREST GROVE (1994)
 GC0869
 GC0869                         *CURRENT SURVEY CONTROL
 GC0869  ___________________________________________________________________
 GC0869* NAD 83(1995)-  36 19 22.85830(N)    086 54 39.23857(W)     ADJUSTED  
 GC0869* NAVD 88     -       249.231  (meters)     817.69   (feet)  ADJUSTED  
 GC0869  ___________________________________________________________________
 GC0869  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GC0869  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0869  DYNAMIC HT  -         249.016 (meters)     816.98  (feet)  COMP
 GC0869  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0869
 GC0869  HORZ ORDER  -  THIRD
 GC0869  VERT ORDER  -  SECOND    CLASS 0
 GC0869
 GC0869.The horizontal coordinates were established by classical geodetic methods
 GC0869.and adjusted by the National Geodetic Survey in April 1999..
 GC0869
 GC0869.The orthometric height was determined by differential leveling
 GC0869.and adjusted by the National Geodetic Survey in June 1991..
 GC0869
 GC0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0869
 GC0869.The geoid height was determined by GEOID03.
 GC0869
 GC0869.The dynamic height is computed by dividing the NAVD 88
 GC0869.geopotential number by the normal gravity value computed on the
 GC0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0869.degrees latitude (g = 980.6199 gals.).
 GC0869
 GC0869.The modeled gravity was interpolated from observed gravity values.
 GC0869
 GC0869;                    North         East     Units Scale Factor Converg.
 GC0869;SPC TN       -   221,137.384   518,208.599   MT  0.99998473   -0 31 59.8
 GC0869;SPC TN       -   725,514.90  1,700,156.05   sFT  0.99998473   -0 31 59.8
 GC0869;UTM  16      - 4,019,780.322   507,997.532   MT  0.99960079   +0 03 10.0
 GC0869
 GC0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0869!SPC TN       -   0.99996550  x   0.99998473  =   0.99995023
 GC0869!UTM  16      -   0.99996550  x   0.99960079  =   0.99956631
 GC0869
 GC0869|---------------------------------------------------------------------|
 GC0869| PID    Reference Object                     Distance      Geod. Az  |
 GC0869|                                                           dddmmss.s |
 GC0869| GC0871 JOELTON RM 1                         26.676 METERS 05120     |
 GC0869| GC0870 JOELTON RM 2                         27.305 METERS 12205     |
 GC0869| CG6202 25035                                              2995331.8 |
 GC0869|---------------------------------------------------------------------|
 GC0869
 GC0869                          SUPERSEDED SURVEY CONTROL
 GC0869
 GC0869  NAD 83(1995)-  36 19 22.85979(N)    086 54 39.24025(W) AD(       ) 3
 GC0869  NAD 83(1995)-  36 19 22.86232(N)    086 54 39.24183(W) AD(       ) 3
 GC0869  NAD 83(1986)-  36 19 22.86824(N)    086 54 39.24179(W) AD(       ) 3
 GC0869  NAD 27      -  36 19 22.68200(N)    086 54 39.24300(W) AD(       ) 3
 GC0869  NGVD 29 (??/??/92)  249.278  (m)          817.84   (f) ADJ UNCH    2 0
 GC0869
 GC0869.Superseded values are not recommended for survey control.
 GC0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0869.See file dsdata.txt to determine how the superseded data were derived.
 GC0869
 GC0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0799819780(NAD 83)
 GC0869_MARKER: DD = SURVEY DISK
 GC0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0869_STAMPING: JOELTON 1965
 GC0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0869+STABILITY: SURFACE MOTION
 GC0869
 GC0869  HISTORY     - Date     Condition        Report By
 GC0869  HISTORY     - 1953     MONUMENTED       CGS
 GC0869  HISTORY     - 1965     GOOD             CGS
 GC0869  HISTORY     - 1965     GOOD             CGS
 GC0869
 GC0869                          STATION DESCRIPTION
 GC0869
 GC0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC0869'STATION IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY 41A AND OLD
 GC0869'CLARKSVILLE PIKE, ABOUT 2-1/2 MILES WEST OF JOELTON AND ON PROPERTY
 GC0869'OWNED BY THOMAS R. SIMMONS.  IT IS 99 FEET WEST OF THE INTERSECTION,
 GC0869'44 FEET SOUTH OF THE CENTER OF HIGHWAY 41A AND 28 FEET NORTH OF
 GC0869'THE CENTER OF OLD CLARKSVILLE PIKE.  THE MARK IS FLUSH AND THE DISK
 GC0869'IS STAMPED JOELTON 1953.
 GC0869'
 GC0869'REFERENCE MARK NO. 1 IS 3 FEET SOUTH OF A FENCE LINE AND 2 FEET EAST
 GC0869'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 GC0869'DISK IS STAMPED JOELTON NO 1 1953.
 GC0869'
 GC0869'REFERENCE MARK NO. 2 IS 40 FEET SOUTHEAST OF THE INTERSECTION, 14
 GC0869'FEET NORTH OF A FENCE LINE AND 2 FEET SOUTHWEST OF A POWER LINE
 GC0869'POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JOELTON NO
 GC0869'2 1953.
 GC0869'
 GC0869'NO. 25035 (TENN. GEOD. S) WAS USED AS AN AZIMUTH MARK.  IT IS 48 FEET
 GC0869'NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 31 FEET SOUTHWEST
 GC0869'OF U.S. HIGHWAY 41A.  THE MARK IS A 4 X 4 INCH CONCRETE POST THAT
 GC0869'PROJECTS 2 INCHES WITH A STANDARD USC AND GS AND SS DISK STAMPED
 GC0869'STATION NO. 25035.
 GC0869'
 GC0869'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65 AND OLD
 GC0869'CLARKSVILLE PIKE IN JOELTON, GO NORTHWEST ON OLD CLARKSVILLE
 GC0869'PIKE FOR 1.55 MILE TO THE JUNCTION OF U.S. HIGHWAY 41A, TURN RIGHT
 GC0869'AND GO NORTHWEST ON HIGHWAY 41A FOR 01.0 TO THE JUNCTION WITH
 GC0869'OLD CLARKSVILLE PIKE AND THE STATION AS DESCRIBED.
 GC0869'
 GC0869'TO REACH NO. 25035 (TENN. GEOD. S) FROM THE STATION, GO NORTHWEST ON
 GC0869'U.S. HIGHWAY 41A FOR 0.2 MILE TO THE MARK ON THE LEFT AS
 GC0869'DESCRIBED.
 GC0869'
 GC0869'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC0869
 GC0869                          STATION RECOVERY (1965)
 GC0869
 GC0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC0869'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 GC0869'GOOD CONDITION AS DESCRIBED.  DUE TO EXCAVATION AND PAVING FOR THE
 GC0869'DRIVE AT A GARAGE, NO. 25035 (TENN. GEOD. S.), WHICH HAD SERVED AS
 GC0869'THE AZIMUTH MARK, COULD NOT BE FOUND AND IS PRESUMED LOST.
 GC0869'
 GC0869'NO SIGNAL WAS BUILT AT THIS TIME SINCE THE STATION MARK IS NOW UNDER
 GC0869'OVERHEAD POWER LINES.  NO OTHER STATIONS ARE VISIBLE FROM THE
 GC0869'GROUND, THEREFORE, A NEW AZIMUTH MARK WAS NOT ESTABLISHED.
 GC0869
 GC0869                          STATION RECOVERY (1965)
 GC0869
 GC0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GC0869'2.5 MI W FROM JOELTON.
 GC0869'FROM THE POST OFFICE IN JOELTON, GO 1.45 MILES NORTHWESTERLY
 GC0869'ON OLD CLARKSVILLE PIKE TO THE JUNCTION OF U.S. HIGHWAY 41A,
 GC0869'TURN RIGHT AND GO NORTHWESTERLY ON U.S. HIGHWAY 41A FOR 1.0
 GC0869'MILE TO THE JUNCTION OF OLD CLARKSVILLE PIKE AND THE MARK
 GC0869'ON THE LEFT, 99 FEET WEST OF THE JUNCTION, 44 FEET SOUTH OF THE
 GC0869'APPROXIMATE CENTER OF U.S. HIGHWAY 41A AND 28 FEET NORTH OF THE
 GC0869'APPROXIMATE CENTER OF OLD CLARKSVILLE PIKE.  IT IS A STANDARD
 GC0869'U.S.C. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP OF A
 GC0869'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2343 ***********************************************************************
 GC2343  DESIGNATION -  JOELTON FAA MICROWAVE MAST
 GC2343  PID         -  GC2343
 GC2343  STATE/COUNTY-  TN/DAVIDSON
 GC2343  USGS QUAD   -  WHITES CREEK (1994)
 GC2343
 GC2343                         *CURRENT SURVEY CONTROL
 GC2343  ___________________________________________________________________
 GC2343* NAD 83(1995)-  36 20 09.83456(N)    086 51 41.01398(W)     ADJUSTED  
 GC2343* NAVD 88     -                                                        
 GC2343  ___________________________________________________________________
 GC2343  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GC2343  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2343
 GC2343  HORZ ORDER  -  THIRD
 GC2343
 GC2343.The horizontal coordinates were established by classical geodetic methods
 GC2343.and adjusted by the National Geodetic Survey in April 1999..
 GC2343
 GC2343
 GC2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2343
 GC2343.The geoid height was determined by GEOID03.
 GC2343
 GC2343;                    North         East     Units Scale Factor Converg.
 GC2343;SPC TN       -   222,545.037   522,666.537   MT  0.99998670   -0 30 15.5
 GC2343;SPC TN       -   730,133.18  1,714,781.80   sFT  0.99998670   -0 30 15.5
 GC2343;UTM  16      - 4,021,232.954   512,439.126   MT  0.99960191   +0 04 55.7
 GC2343
 GC2343                          SUPERSEDED SURVEY CONTROL
 GC2343
 GC2343  NAD 83(1995)-  36 20 09.83602(N)    086 51 41.01571(W) AD(       ) 4
 GC2343  NAD 83(1995)-  36 20 09.83887(N)    086 51 41.01704(W) AD(       ) 4
 GC2343  NAD 83(1986)-  36 20 09.84459(N)    086 51 41.01717(W) AD(       ) 4
 GC2343  NAD 27      -  36 20 09.65726(N)    086 51 41.00777(W) AD(       ) 3
 GC2343
 GC2343.Superseded values are not recommended for survey control.
 GC2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2343.See file dsdata.txt to determine how the superseded data were derived.
 GC2343
 GC2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1243921233(NAD 83)
 GC2343_MARKER: 44 = MICROWAVE MAST
 GC2343
 GC2343  HISTORY     - Date     Condition        Report By
 GC2343  HISTORY     - 1965     FIRST OBSERVED   TNHD
 GC2343
 GC2343                          STATION DESCRIPTION
 GC2343
 GC2343'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2343'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF JOELTON.
 GC2343'
 GC2343'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO 0.1 MILE
 GC2343'EASTERLY ON OLD CLARKSVILLE PIKE TO THE JUNCTION OF U.S. HIGHWAY
 GC2343'431, TURN LEFT, NORTH, AND GO 1.7 MILES ON U.S. HIGHWAY 431 TO MORGAN
 GC2343'ROAD ON THE RIGHT, TURN RIGHT, EAST, AND GO 0.5 MILE TO THE STATION
 GC2343'ON THE LEFT.
 GC2343'
 GC2343'THE STATION IS A 3-LEGGED, GUYED, STEEL STRUCTURE, PAINTED
 GC2343'ALTERNATIVELY RED AND WHITE, WITH AN OVERALL HEIGHT OF 180 FEET.
 GC2343'
 GC2343'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2359 ***********************************************************************
 GC2359  DESIGNATION -  JOELTON MUNICIPAL TANK
 GC2359  PID         -  GC2359
 GC2359  STATE/COUNTY-  TN/DAVIDSON
 GC2359  USGS QUAD   -  FOREST GROVE (1994)
 GC2359
 GC2359                         *CURRENT SURVEY CONTROL
 GC2359  ___________________________________________________________________
 GC2359* NAD 83(1995)-  36 19 00.12518(N)    086 52 33.17592(W)     ADJUSTED  
 GC2359* NAVD 88     -                                                        
 GC2359  ___________________________________________________________________
 GC2359  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GC2359  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2359
 GC2359  HORZ ORDER  -  THIRD
 GC2359
 GC2359.The horizontal coordinates were established by classical geodetic methods
 GC2359.and adjusted by the National Geodetic Survey in April 1999..
 GC2359
 GC2359
 GC2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2359
 GC2359.The geoid height was determined by GEOID03.
 GC2359
 GC2359;                    North         East     Units Scale Factor Converg.
 GC2359;SPC TN       -   220,408.004   521,346.521   MT  0.99998380   -0 30 46.0
 GC2359;SPC TN       -   723,121.93  1,710,451.04   sFT  0.99998380   -0 30 46.0
 GC2359;UTM  16      - 4,019,083.350   511,141.547   MT  0.99960153   +0 04 24.6
 GC2359
 GC2359                          SUPERSEDED SURVEY CONTROL
 GC2359
 GC2359  NAD 83(1995)-  36 19 00.12664(N)    086 52 33.17760(W) AD(       ) 4
 GC2359  NAD 83(1995)-  36 19 00.12933(N)    086 52 33.17891(W) AD(       ) 4
 GC2359  NAD 83(1986)-  36 19 00.13507(N)    086 52 33.17912(W) AD(       ) 4
 GC2359  NAD 27      -  36 18 59.94958(N)    086 52 33.18134(W) AD(       ) 3
 GC2359
 GC2359.Superseded values are not recommended for survey control.
 GC2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2359.See file dsdata.txt to determine how the superseded data were derived.
 GC2359
 GC2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1114219083(NAD 83)
 GC2359_MARKER: 53 = ELEVATED TANK
 GC2359
 GC2359  HISTORY     - Date     Condition        Report By
 GC2359  HISTORY     - 1965     FIRST OBSERVED   TNHD
 GC2359
 GC2359                          STATION DESCRIPTION
 GC2359
 GC2359'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2359'THE STATION IS LOCATED IN THE WESTERN EDGE OF JOELTON.
 GC2359'
 GC2359'TO REACH THE STATION FROM THE POST OFFICE IN JOELTON, GO WESTERLY ON
 GC2359'OLD CLARKSVILLE PIKE FOR 0.6 MILE TO THE INTERSECTION OF
 GC2359'EATONS CREEK ROAD AND THE STATION IN THE NORTHEAST ANGLE OF THE
 GC2359'INTERSECTION.
 GC2359'
 GC2359'THE STATION IS A SPHERICAL SHAPED TANK ATOP A PEDESTAL WITH AN
 GC2359'OVERALL HEIGHT OF ABOUT 125 FEET. IT IS PAINTED LIGHT BLUE WITH
 GC2359'JOELTON PAINTED ON IT IN RED.
 GC2359'
 GC2359'THE POINT INTERSECTED WAS THE MIDDLE OF THE CAP AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0871 ***********************************************************************
 GC0871  DESIGNATION -  JOELTON RM 1
 GC0871  PID         -  GC0871
 GC0871  STATE/COUNTY-  TN/DAVIDSON
 GC0871  USGS QUAD   -  FOREST GROVE (1994)
 GC0871
 GC0871                         *CURRENT SURVEY CONTROL
 GC0871  ___________________________________________________________________
 GC0871* NAD 83(1986)-  36 19 22.     (N)    086 54 39.     (W)     SCALED    
 GC0871* NAVD 88     -       249.046  (meters)     817.08   (feet)  ADJUSTED  
 GC0871  ___________________________________________________________________
 GC0871  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0871  DYNAMIC HT  -         248.832 (meters)     816.38  (feet)  COMP
 GC0871  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0871
 GC0871  VERT ORDER  -  SECOND    CLASS 0
 GC0871
 GC0871.The horizontal coordinates were scaled from a topographic map and have
 GC0871.an estimated accuracy of +/- 6 seconds.
 GC0871
 GC0871.The orthometric height was determined by differential leveling
 GC0871.and adjusted by the National Geodetic Survey in June 1991..
 GC0871
 GC0871.The geoid height was determined by GEOID03.
 GC0871
 GC0871.The dynamic height is computed by dividing the NAVD 88
 GC0871.geopotential number by the normal gravity value computed on the
 GC0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0871.degrees latitude (g = 980.6199 gals.).
 GC0871
 GC0871.The modeled gravity was interpolated from observed gravity values.
 GC0871
 GC0871;                    North         East    Units  Estimated Accuracy
 GC0871;SPC TN       -   221,110.      518,210.      MT  (+/- 180 meters Scaled)
 GC0871
 GC0871                          SUPERSEDED SURVEY CONTROL
 GC0871
 GC0871  NGVD 29 (??/??/92)  249.093  (m)          817.23   (f) ADJ UNCH    2 0
 GC0871
 GC0871.Superseded values are not recommended for survey control.
 GC0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0871.See file dsdata.txt to determine how the superseded data were derived.
 GC0871
 GC0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF080197(NAD 83)
 GC0871_MARKER: DD = SURVEY DISK
 GC0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0871_STAMPING: JOELTON NO 1 1953
 GC0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0871+STABILITY: SURFACE MOTION
 GC0871
 GC0871  HISTORY     - Date     Condition        Report By
 GC0871  HISTORY     - 1953     MONUMENTED       CGS
 GC0871  HISTORY     - 1965     GOOD             TNHD
 GC0871
 GC0871                          STATION DESCRIPTION
 GC0871
 GC0871'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0871'2.5 MI W FROM JOELTON.
 GC0871'AT THE JOELTON 1953 STATION SITE, 3 FEET SOUTH OF A FENCE LINE
 GC0871'AND 2 FEET EAST OF A WHITE, WOODEN, WITNESS POST.  IT IS A
 GC0871'STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF
 GC0871'A SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE THE
 GC0871'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0870 ***********************************************************************
 GC0870  DESIGNATION -  JOELTON RM 2
 GC0870  PID         -  GC0870
 GC0870  STATE/COUNTY-  TN/DAVIDSON
 GC0870  USGS QUAD   -  FOREST GROVE (1994)
 GC0870
 GC0870                         *CURRENT SURVEY CONTROL
 GC0870  ___________________________________________________________________
 GC0870* NAD 83(1986)-  36 19 22.     (N)    086 54 39.     (W)     SCALED    
 GC0870* NAVD 88     -       248.779  (meters)     816.20   (feet)  ADJUSTED  
 GC0870  ___________________________________________________________________
 GC0870  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GC0870  DYNAMIC HT  -         248.564 (meters)     815.50  (feet)  COMP
 GC0870  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GC0870
 GC0870  VERT ORDER  -  SECOND    CLASS 0
 GC0870
 GC0870.The horizontal coordinates were scaled from a topographic map and have
 GC0870.an estimated accuracy of +/- 6 seconds.
 GC0870
 GC0870.The orthometric height was determined by differential leveling
 GC0870.and adjusted by the National Geodetic Survey in June 1991..
 GC0870
 GC0870.The geoid height was determined by GEOID03.
 GC0870
 GC0870.The dynamic height is computed by dividing the NAVD 88
 GC0870.geopotential number by the normal gravity value computed on the
 GC0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0870.degrees latitude (g = 980.6199 gals.).
 GC0870
 GC0870.The modeled gravity was interpolated from observed gravity values.
 GC0870
 GC0870;                    North         East    Units  Estimated Accuracy
 GC0870;SPC TN       -   221,110.      518,210.      MT  (+/- 180 meters Scaled)
 GC0870
 GC0870                          SUPERSEDED SURVEY CONTROL
 GC0870
 GC0870  NGVD 29 (??/??/92)  248.826  (m)          816.36   (f) ADJ UNCH    2 0
 GC0870
 GC0870.Superseded values are not recommended for survey control.
 GC0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0870.See file dsdata.txt to determine how the superseded data were derived.
 GC0870
 GC0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF080197(NAD 83)
 GC0870_MARKER: DD = SURVEY DISK
 GC0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0870_STAMPING: JOELTON NO 2 1953
 GC0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0870+STABILITY: SURFACE MOTION
 GC0870
 GC0870  HISTORY     - Date     Condition        Report By
 GC0870  HISTORY     - 1953     MONUMENTED       CGS
 GC0870  HISTORY     - 1965     GOOD             TNHD
 GC0870
 GC0870                          STATION DESCRIPTION
 GC0870
 GC0870'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC0870'2.5 MI W FROM JOELTON.
 GC0870'AT THE JOELTON 1953 STATION SITE, 40 FEET SOUTHEAST OF THE JUNCTION,
 GC0870'14 FEET NORTH OF A FENCE LINE AND 2 FEET SOUTHWEST OF A POWER
 GC0870'POLE.  IT IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK
 GC0870'SET IN THE TOP OF A SQUARE, CONCRETE MONUMENT PROJECTING ABOUT
 GC0870'4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0771 ***********************************************************************
 FD0771  DESIGNATION -  JOHN
 FD0771  PID         -  FD0771
 FD0771  STATE/COUNTY-  TN/MAURY
 FD0771  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0771
 FD0771                         *CURRENT SURVEY CONTROL
 FD0771  ___________________________________________________________________
 FD0771* NAD 83(1995)-  35 34 28.18488(N)    087 08 28.60744(W)     ADJUSTED  
 FD0771* NAVD 88     -       214.842  (meters)     704.86   (feet)  ADJUSTED  
 FD0771  ___________________________________________________________________
 FD0771  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 FD0771  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0771  DYNAMIC HT  -         214.650 (meters)     704.23  (feet)  COMP
 FD0771  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 FD0771
 FD0771  HORZ ORDER  -  SECOND
 FD0771  VERT ORDER  -  SECOND    CLASS 0
 FD0771
 FD0771.The horizontal coordinates were established by classical geodetic methods
 FD0771.and adjusted by the National Geodetic Survey in April 1999..
 FD0771
 FD0771.The orthometric height was determined by differential leveling
 FD0771.and adjusted by the National Geodetic Survey in June 1991..
 FD0771
 FD0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0771
 FD0771.The geoid height was determined by GEOID03.
 FD0771
 FD0771.The dynamic height is computed by dividing the NAVD 88
 FD0771.geopotential number by the normal gravity value computed on the
 FD0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0771.degrees latitude (g = 980.6199 gals.).
 FD0771
 FD0771.The modeled gravity was interpolated from observed gravity values.
 FD0771
 FD0771;                    North         East     Units Scale Factor Converg.
 FD0771;SPC TN       -   138,309.077   496,554.694   MT  0.99995861   -0 40 05.3
 FD0771;SPC TN       -   453,769.03  1,629,113.19   sFT  0.99995861   -0 40 05.3
 FD0771;UTM  16      - 3,936,764.674   487,198.730   MT  0.99960202   -0 04 55.9
 FD0771
 FD0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0771!SPC TN       -   0.99997067  x   0.99995861  =   0.99992928
 FD0771!UTM  16      -   0.99997067  x   0.99960202  =   0.99957270
 FD0771
 FD0771|---------------------------------------------------------------------|
 FD0771| PID    Reference Object                     Distance      Geod. Az  |
 FD0771|                                                           dddmmss.s |
 FD0771| FD0770 JOHN RM 1                            23.122 METERS 14934     |
 FD0771| FD0773 JOHN AZ MK                                         3354548.4 |
 FD0771| FD0772 JOHN RM 2                            21.462 METERS 34912     |
 FD0771|---------------------------------------------------------------------|
 FD0771
 FD0771                          SUPERSEDED SURVEY CONTROL
 FD0771
 FD0771  NAD 83(1995)-  35 34 28.18771(N)    087 08 28.60985(W) AD(       ) 2
 FD0771  NAD 83(1986)-  35 34 28.19585(N)    087 08 28.60949(W) AD(       ) 2
 FD0771  NAD 27      -  35 34 27.93240(N)    087 08 28.58420(W) AD(       ) 2
 FD0771  NGVD 29 (??/??/92)  214.824  (m)          704.80   (f) ADJ UNCH    2 0
 FD0771
 FD0771.Superseded values are not recommended for survey control.
 FD0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0771.See file dsdata.txt to determine how the superseded data were derived.
 FD0771
 FD0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8719936765(NAD 83)
 FD0771_MARKER: DD = SURVEY DISK
 FD0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0771_STAMPING: JOHN 1962
 FD0771_MARK LOGO: TNHD  
 FD0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0771+STABILITY: SURFACE MOTION
 FD0771
 FD0771  HISTORY     - Date     Condition        Report By
 FD0771  HISTORY     - 1962     MONUMENTED       TNHD
 FD0771  HISTORY     - 1963     GOOD             TNHD
 FD0771  HISTORY     - 1982     GOOD
 FD0771  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0771  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0771
 FD0771                          STATION DESCRIPTION
 FD0771
 FD0771'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0771'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF COLUMBIA.
 FD0771'
 FD0771'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBIA, GO
 FD0771'SOUTHWESTERLY ON U S
 FD0771'HIGHWAY 43 FOR 7.2 MILES TO THE INTERSECTION OF U S HIGHWAY 43 AND
 FD0771'POLK LANE LEFT AND
 FD0771'ASHWOOD LANE RIGHT.  TURN RIGHT, NORTH AND GO
 FD0771'ABOUT 30 YARDS TOTHE STATION ON THE
 FD0771'LEFT.
 FD0771'
 FD0771'THE STATION IS 91 FEET NORTHEAST OF A 33-INCH OAK TREE, 62 FEET
 FD0771'SOUTHWEST OF A UTILITY
 FD0771'POLE, AND 40 FEET WEST OF THE APPROXIMATE CENTER OF ASHWOOD
 FD0771'LANE.  THE SURFACE AND
 FD0771'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 FD0771'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 FD0771'JOHN 1962.  THE UNDERGROUND
 FD0771'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 FD0771'DISK IS SET IN A
 FD0771'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0771'
 FD0771'REFERENCE MARK NO 1 IS 91 FEET EAST OF A 33-INCH OAK TREE, 80 FEET
 FD0771'WEST OF A UTILITY POLE,
 FD0771'43 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 FD0771'BUILDING AND 34 FEET WEST OF THE
 FD0771'APPROXIMATE CENTER OF ASHWOOD LANE.
 FD0771'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0771'SET IN A 10-INCH,
 FD0771'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JOHN RM-1
 FD0771'1962.
 FD0771'
 FD0771'REFERENCE MARK NO 2 IS 114 FEET SOUTHEAST OF A TWIN TRUNKED TREE, 62
 FD0771'FEET WEST OF A UTILITY POLE
 FD0771'AND 21 FEET WEST OF THE APRPOXIMATE CENTER OF
 FD0771'ASHWOOD LANE.  IT IS A STANDARD
 FD0771'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0771'IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 FD0771'IS STAMPED JOHN
 FD0771'RM-2 1962.
 FD0771'
 FD0771'THE AZIMUTH MARK IS 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FD0771'HOME OF EARL MCCOY, 63
 FD0771'FEET NORTH OF A UTILITY POLE, 17 FEET EAST OF THE
 FD0771'APPROXIMATE CENTER OF ASHWOOD
 FD0771'LANE AND 1.8 FEET WEST OF A WITNESS
 FD0771'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 FD0771'DEPARTMENT DISK SET IN A
 FD0771'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD0771'STAMPED JOHN
 FD0771'AZI 1962.
 FD0771'
 FD0771'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON ASHWOOD
 FD0771'LANE FOR 0.3 MILE TO THE
 FD0771'AZIMUTH MARK ON THE RIGHT.
 FD0771'
 FD0771'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0771
 FD0771                          STATION RECOVERY (1963)
 FD0771
 FD0771'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0771'7 MI SW FROM COLUMBIA.
 FD0771'FROM THE COURTHOUSE IN COLUMBIA, GO SOUTHWESTERLY ON U.S.
 FD0771'HIGHWAY 43 FOR 7.2 MILES TO THE INTERSECTION OF U.S. HIGHWAY 43
 FD0771'AND POLK LANE ON THE LEFT AND ASHWOOD LANE ON THE RIGHT.  TURN
 FD0771'RIGHT ON ASHWOOD LANE AND GO NORTH FOR ABOUT 30 YARDS TO THE
 FD0771'STATION ON THE LEFT.  THE STATION MARK IS 40 FEET WEST OF THE
 FD0771'CENTERLINE OF ASHWOOD LANE, 91 FEET NORTHEAST OF A 33-INCH OAK
 FD0771'TREE AND 62 FEET SOUTHWEST OF A UTILITY POLE.  THE MARK IS A
 FD0771'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FD0771'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0771
 FD0771                          STATION RECOVERY (1982)
 FD0771
 FD0771'RECOVERED 1982
 FD0771'RECOVERED IN GOOD CONDITION.
 FD0771
 FD0771                          STATION RECOVERY (1983)
 FD0771
 FD0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0771'SEARCHED FOR BUT NOT RECOVERED.  CONSTRUCTION IN THE AREA.
 FD0771
 FD0771                          STATION RECOVERY (2002)
 FD0771
 FD0771'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0771'AREA HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0773 ***********************************************************************
 FD0773  DESIGNATION -  JOHN AZ MK
 FD0773  PID         -  FD0773
 FD0773  STATE/COUNTY-  TN/MAURY
 FD0773  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0773
 FD0773                         *CURRENT SURVEY CONTROL
 FD0773  ___________________________________________________________________
 FD0773* NAD 83(1986)-  35 34 42.     (N)    087 08 36.     (W)     SCALED    
 FD0773* NAVD 88     -       214.346  (meters)     703.23   (feet)  ADJUSTED  
 FD0773  ___________________________________________________________________
 FD0773  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0773  DYNAMIC HT  -         214.154 (meters)     702.60  (feet)  COMP
 FD0773  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 FD0773
 FD0773  VERT ORDER  -  FIRST     CLASS II
 FD0773
 FD0773.The horizontal coordinates were scaled from a topographic map and have
 FD0773.an estimated accuracy of +/- 6 seconds.
 FD0773
 FD0773.The orthometric height was determined by differential leveling
 FD0773.and adjusted by the National Geodetic Survey in June 1991..
 FD0773
 FD0773.The geoid height was determined by GEOID03.
 FD0773
 FD0773.The dynamic height is computed by dividing the NAVD 88
 FD0773.geopotential number by the normal gravity value computed on the
 FD0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0773.degrees latitude (g = 980.6199 gals.).
 FD0773
 FD0773.The modeled gravity was interpolated from observed gravity values.
 FD0773
 FD0773;                    North         East    Units  Estimated Accuracy
 FD0773;SPC TN       -   138,740.      496,370.      MT  (+/- 180 meters Scaled)
 FD0773
 FD0773                          SUPERSEDED SURVEY CONTROL
 FD0773
 FD0773.No superseded survey control is available for this station.
 FD0773
 FD0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE870371(NAD 83)
 FD0773_MARKER: DD = SURVEY DISK
 FD0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0773_STAMPING: JOHN AZI 1962
 FD0773_MARK LOGO: TNHD  
 FD0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0773+STABILITY: SURFACE MOTION
 FD0773
 FD0773  HISTORY     - Date     Condition        Report By
 FD0773  HISTORY     - 1962     MONUMENTED       TNHD
 FD0773  HISTORY     - 1963     GOOD             TNHD
 FD0773  HISTORY     - 1983     GOOD             NGS
 FD0773  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0773
 FD0773                          STATION DESCRIPTION
 FD0773
 FD0773'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0773'7 MI SW FROM COLUMBIA.
 FD0773'FROM THE COURT HOUSE IN COLUMBIA, GO SOUTHWESTERLY ON U.S.
 FD0773'HIGHWAY 43 FOR 7.2 MILES TO THE INTERSECTION OF U.S. HIGHWAY 43
 FD0773'AND POLK LANE ON THE LEFT AND ASHWOOD LANE ON THE RIGHT.  TURN
 FD0773'RIGHT ON ASHWOOD LANE AND GO NORTH FOR 0.3 MILE TO THE MARK ON
 FD0773'THE RIGHT.  THE AZIMUTH MARK IS 17 FEET EAST OF THE CENTERLINE
 FD0773'OF ASHWOOD LANE, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FD0773'HOME OF EARL MC COY, 63 FEET NORTH OF A UTILITY POLE AND 2 FEET
 FD0773'WEST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0773'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0773'FLUSH WITH THE GROUND.
 FD0773
 FD0773                          STATION RECOVERY (1983)
 FD0773
 FD0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0773'RECOVERED IN GOOD CONDITION.
 FD0773
 FD0773                          STATION RECOVERY (2002)
 FD0773
 FD0773'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0773'TOP OF MONUMENT BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0770 ***********************************************************************
 FD0770  DESIGNATION -  JOHN RM 1
 FD0770  PID         -  FD0770
 FD0770  STATE/COUNTY-  TN/MAURY
 FD0770  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0770
 FD0770                         *CURRENT SURVEY CONTROL
 FD0770  ___________________________________________________________________
 FD0770* NAD 83(1986)-  35 34 27.     (N)    087 08 29.     (W)     SCALED    
 FD0770* NAVD 88     -       215.207  (meters)     706.06   (feet)  ADJUSTED  
 FD0770  ___________________________________________________________________
 FD0770  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0770  DYNAMIC HT  -         215.014 (meters)     705.43  (feet)  COMP
 FD0770  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FD0770
 FD0770  VERT ORDER  -  SECOND    CLASS 0
 FD0770
 FD0770.The horizontal coordinates were scaled from a topographic map and have
 FD0770.an estimated accuracy of +/- 6 seconds.
 FD0770
 FD0770.The orthometric height was determined by differential leveling
 FD0770.and adjusted by the National Geodetic Survey in June 1991..
 FD0770
 FD0770.The geoid height was determined by GEOID03.
 FD0770
 FD0770.The dynamic height is computed by dividing the NAVD 88
 FD0770.geopotential number by the normal gravity value computed on the
 FD0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0770.degrees latitude (g = 980.6199 gals.).
 FD0770
 FD0770.The modeled gravity was interpolated from observed gravity values.
 FD0770
 FD0770;                    North         East    Units  Estimated Accuracy
 FD0770;SPC TN       -   138,270.      496,540.      MT  (+/- 180 meters Scaled)
 FD0770
 FD0770                          SUPERSEDED SURVEY CONTROL
 FD0770
 FD0770  NGVD 29 (??/??/92)  215.188  (m)          706.00   (f) ADJ UNCH    2 0
 FD0770
 FD0770.Superseded values are not recommended for survey control.
 FD0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0770.See file dsdata.txt to determine how the superseded data were derived.
 FD0770
 FD0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE871367(NAD 83)
 FD0770_MARKER: DD = SURVEY DISK
 FD0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0770_STAMPING: JOHN RM-1 1962
 FD0770_MARK LOGO: TNHD  
 FD0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0770+STABILITY: SURFACE MOTION
 FD0770
 FD0770  HISTORY     - Date     Condition        Report By
 FD0770  HISTORY     - 1962     MONUMENTED       TNHD
 FD0770  HISTORY     - 1963     GOOD             TNHD
 FD0770  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0770  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0770
 FD0770                          STATION DESCRIPTION
 FD0770
 FD0770'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0770'7 MI SW FROM COLUMBIA.
 FD0770'THIS MARK IS LOCATED AT THE JOHN 1962 STATION SITE, 34 FEET
 FD0770'WEST OF THE CENTERLINE OF ASHWOOD LANE, 91 FEET EAST OF A 33-INCH
 FD0770'OAK TREE, 80 FEET WEST OF A UTILITY POLE, 76 FEET SOUTHEAST OF
 FD0770'THE STATION AND 43 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 FD0770'BRICK BUILDING.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0770'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD0770'FLUSH WITH THE GROUND.
 FD0770
 FD0770                          STATION RECOVERY (1983)
 FD0770
 FD0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0770'SEARCHED FOR BUT NOT RECOVERED.  CONSTRUCTION IN AREA.
 FD0770
 FD0770                          STATION RECOVERY (2002)
 FD0770
 FD0770'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0770'AREA HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0772 ***********************************************************************
 FD0772  DESIGNATION -  JOHN RM 2
 FD0772  PID         -  FD0772
 FD0772  STATE/COUNTY-  TN/MAURY
 FD0772  USGS QUAD   -  MOUNT PLEASANT (1986)
 FD0772
 FD0772                         *CURRENT SURVEY CONTROL
 FD0772  ___________________________________________________________________
 FD0772* NAD 83(1986)-  35 34 27.     (N)    087 08 29.     (W)     SCALED    
 FD0772* NAVD 88     -       214.311  (meters)     703.12   (feet)  ADJUSTED  
 FD0772  ___________________________________________________________________
 FD0772  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0772  DYNAMIC HT  -         214.119 (meters)     702.49  (feet)  COMP
 FD0772  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FD0772
 FD0772  VERT ORDER  -  SECOND    CLASS 0
 FD0772
 FD0772.The horizontal coordinates were scaled from a topographic map and have
 FD0772.an estimated accuracy of +/- 6 seconds.
 FD0772
 FD0772.The orthometric height was determined by differential leveling
 FD0772.and adjusted by the National Geodetic Survey in June 1991..
 FD0772
 FD0772.The geoid height was determined by GEOID03.
 FD0772
 FD0772.The dynamic height is computed by dividing the NAVD 88
 FD0772.geopotential number by the normal gravity value computed on the
 FD0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0772.degrees latitude (g = 980.6199 gals.).
 FD0772
 FD0772.The modeled gravity was interpolated from observed gravity values.
 FD0772
 FD0772;                    North         East    Units  Estimated Accuracy
 FD0772;SPC TN       -   138,270.      496,540.      MT  (+/- 180 meters Scaled)
 FD0772
 FD0772                          SUPERSEDED SURVEY CONTROL
 FD0772
 FD0772  NGVD 29 (??/??/92)  214.292  (m)          703.06   (f) ADJ UNCH    2 0
 FD0772
 FD0772.Superseded values are not recommended for survey control.
 FD0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0772.See file dsdata.txt to determine how the superseded data were derived.
 FD0772
 FD0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE871367(NAD 83)
 FD0772_MARKER: DD = SURVEY DISK
 FD0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0772_STAMPING: JOHN RM-2 1962
 FD0772_MARK LOGO: TNHD  
 FD0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0772+STABILITY: SURFACE MOTION
 FD0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0772+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FD0772
 FD0772  HISTORY     - Date     Condition        Report By
 FD0772  HISTORY     - 1962     MONUMENTED       TNHD
 FD0772  HISTORY     - 1963     GOOD             TNHD
 FD0772  HISTORY     - 1982     GOOD             LOCSUR
 FD0772  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0772  HISTORY     - 20020514 GOOD             TNDT
 FD0772
 FD0772                          STATION DESCRIPTION
 FD0772
 FD0772'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0772'7 MI SW FROM COLUMBIA.
 FD0772'THIS MARK IS LOCATED AT THE JOHN 1962 STATION SITE, 21 FEET WEST
 FD0772'OF THE CENTERLINE OF ASHWOOD LANE, 114 FEET SOUTHEAST OF A TWIN
 FD0772'TRUNKED TREE, 62 FEET WEST OF A UTILITY POLE AND 70 FEET NORTHEAST
 FD0772'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0772'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FD0772'MONUMENT, FLUSH WITH THE GROUND.
 FD0772
 FD0772                          STATION RECOVERY (1982)
 FD0772
 FD0772'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 FD0772'RECOVERED IN GOOD CONDITION.
 FD0772
 FD0772                          STATION RECOVERY (1983)
 FD0772
 FD0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0772'SEARCHED FOR BUT NOT RECOVERED, CONSTRUCTION IN AREA.
 FD0772
 FD0772                          STATION RECOVERY (2002)
 FD0772
 FD0772'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0841 ***********************************************************************
 GB0841  DESIGNATION -  JOHNS
 GB0841  PID         -  GB0841
 GB0841  STATE/COUNTY-  TN/ANDERSON
 GB0841  USGS QUAD   -  CLINTON (1990)
 GB0841
 GB0841                         *CURRENT SURVEY CONTROL
 GB0841  ___________________________________________________________________
 GB0841* NAD 83(1995)-  36 07 03.70124(N)    084 07 53.12506(W)     ADJUSTED  
 GB0841* NAVD 88     -       303.054  (meters)     994.27   (feet)  ADJUSTED  
 GB0841  ___________________________________________________________________
 GB0841  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 GB0841  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB0841  DYNAMIC HT  -         302.779 (meters)     993.37  (feet)  COMP
 GB0841  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0841
 GB0841  HORZ ORDER  -  SECOND
 GB0841  VERT ORDER  -  SECOND    CLASS 0
 GB0841
 GB0841.The horizontal coordinates were established by classical geodetic methods
 GB0841.and adjusted by the National Geodetic Survey in April 1999..
 GB0841
 GB0841.The orthometric height was determined by differential leveling
 GB0841.and adjusted by the National Geodetic Survey in June 1991..
 GB0841
 GB0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0841
 GB0841.The geoid height was determined by GEOID03.
 GB0841
 GB0841.The dynamic height is computed by dividing the NAVD 88
 GB0841.geopotential number by the normal gravity value computed on the
 GB0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0841.degrees latitude (g = 980.6199 gals.).
 GB0841
 GB0841.The modeled gravity was interpolated from observed gravity values.
 GB0841
 GB0841;                    North         East     Units Scale Factor Converg.
 GB0841;SPC TN       -   199,580.150   768,210.197   MT  0.99996061   +1 05 38.2
 GB0841;SPC TN       -   654,789.21  2,520,369.62   sFT  0.99996061   +1 05 38.2
 GB0841;UTM  16      - 4,000,814.209   758,186.454   MT  1.00042144   +1 41 30.5
 GB0841
 GB0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0841!SPC TN       -   0.99995722  x   0.99996061  =   0.99991783
 GB0841!UTM  16      -   0.99995722  x   1.00042144  =   1.00037864
 GB0841
 GB0841|---------------------------------------------------------------------|
 GB0841| PID    Reference Object                     Distance      Geod. Az  |
 GB0841|                                                           dddmmss.s |
 GB0841| GB0842 JOHNS RM 1                           10.687 METERS 18425     |
 GB0841| GB2553 RIDE                                APPROX. 0.8 KM 2152827.5 |
 GB0841| GB0839 JOHNS AZ MK                                        3165555.3 |
 GB0841| GB0840 JOHNS RM 2                           17.048 METERS 32524     |
 GB0841|---------------------------------------------------------------------|
 GB0841
 GB0841                          SUPERSEDED SURVEY CONTROL
 GB0841
 GB0841  NAD 83(1995)-  36 07 03.70527(N)    084 07 53.12770(W) AD(       ) 2
 GB0841  NAD 83(1995)-  36 07 03.70535(N)    084 07 53.12700(W) AD(       ) 2
 GB0841  NAD 83(1986)-  36 07 03.71244(N)    084 07 53.12354(W) AD(       ) 2
 GB0841  NAD 27      -  36 07 03.43041(N)    084 07 53.41692(W) AD(       ) 2
 GB0841  NGVD 29 (??/??/92)  303.188  (m)          994.71   (f) ADJ UNCH    2 0
 GB0841
 GB0841.Superseded values are not recommended for survey control.
 GB0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0841.See file dsdata.txt to determine how the superseded data were derived.
 GB0841
 GB0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5818600814(NAD 83)
 GB0841_MARKER: DD = SURVEY DISK
 GB0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0841_STAMPING: JOHNS 1964
 GB0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0841+STABILITY: SURFACE MOTION
 GB0841
 GB0841  HISTORY     - Date     Condition        Report By
 GB0841  HISTORY     - 1964     MONUMENTED       TNHD
 GB0841  HISTORY     - 1965     GOOD             TNHD
 GB0841
 GB0841                          STATION DESCRIPTION
 GB0841
 GB0841'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0841'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF CLINTON ON U.S. HIGHWAY
 GB0841'25W AT THE WESTWOOD NURSERY.
 GB0841'
 GB0841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB0841'ROUTE 61 IN CLINTON, GO
 GB0841'NORTH ON U.S.  HIGHWAY 25W FOR 1.05 MILES TO THE
 GB0841'STATION ON THE RIGHT.
 GB0841'
 GB0841'THE STATION IS 46 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GB0841'25W, 6.8 FEET EAST OF A
 GB0841'WITNESS POST AND POWER POLE AND IS IN THE NORTH
 GB0841'SECTION OF THE PARKING AREA.  THE
 GB0841'SURFACE AND UNDERGROUND MARKS ARE
 GB0841'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 GB0841'STAMPED JOHNS
 GB0841'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB0841'THE SURFACE DISK
 GB0841'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0841'MONUMENT.
 GB0841'
 GB0841'REFERENCE MARK NO. 1 IS SET AT THE NORTHWEST EDGE OF THE WESTWOOD
 GB0841'NURSERY SIGN.  IT IS A
 GB0841'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB0841'SQUARE, FLUSH, CONCRETE
 GB0841'MONUMENT AND THE DISK IS STAMPED JOHNS RM-1
 GB0841'1964.
 GB0841'
 GB0841'REFERENCE MARK NO. 2 IS 4 FEET EAST OF A TELEPHONE BRACE POLE.  IT IS
 GB0841'A STANDARD TENNESSEE
 GB0841'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0841'FLUSH, CONCRETE MONUMENT AND THE DISK
 GB0841'IS STAMPED JOHNS RM-2 1964.
 GB0841'
 GB0841'THE AZIMUTH MARK IS 52 FEET SOUTH OF A TELEPHONE POLE, 22 FEET WEST
 GB0841'OF THE APPROXIMATE
 GB0841'CENTER OF U.S.  HIGHWAY 25W AND 1.8 FEET SOUTH OF A
 GB0841'WITNESS POST.  IT IS A
 GB0841'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0841'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0841'MONUMENT AND THE DISK IS STAMPED
 GB0841'JOHNS 1964.
 GB0841'
 GB0841'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 GB0841'25W FOR 0.15 MILE TO THE
 GB0841'AZIMUTH MARK ON THE LEFT.
 GB0841'
 GB0841'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0841'
 GB0841'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0841
 GB0841                          STATION RECOVERY (1965)
 GB0841
 GB0841'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0841'1 MI N FROM CLINTON.
 GB0841'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 IN CLINTON,
 GB0841'GO NORTH ON U.S. HIGHWAY 25W FOR 1.05 MILES TO THE STATION ON
 GB0841'THE RIGHT.  THE STATION IS LOCATED AT THE WESTWOOD NURSERY, 46 FEET
 GB0841'EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W AND 6.8 FEET
 GB0841'EAST OF A METAL WITNESS POST WITH SIGN.  THE STATION IS IN THE
 GB0841'NORTH SECTION OF THE PARKING AREA.  THE MARK IS A STANDARD
 GB0841'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0841'CONCRETE MONUMENT, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0839 ***********************************************************************
 GB0839  DESIGNATION -  JOHNS AZ MK
 GB0839  PID         -  GB0839
 GB0839  STATE/COUNTY-  TN/ANDERSON
 GB0839  USGS QUAD   -  CLINTON (1990)
 GB0839
 GB0839                         *CURRENT SURVEY CONTROL
 GB0839  ___________________________________________________________________
 GB0839* NAD 83(1986)-  36 07 09.     (N)    084 08 00.     (W)     SCALED    
 GB0839* NAVD 88     -       287.751  (meters)     944.06   (feet)  ADJUSTED  
 GB0839  ___________________________________________________________________
 GB0839  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB0839  DYNAMIC HT  -         287.490 (meters)     943.21  (feet)  COMP
 GB0839  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 GB0839
 GB0839  VERT ORDER  -  SECOND    CLASS 0
 GB0839
 GB0839.The horizontal coordinates were scaled from a topographic map and have
 GB0839.an estimated accuracy of +/- 6 seconds.
 GB0839
 GB0839.The orthometric height was determined by differential leveling
 GB0839.and adjusted by the National Geodetic Survey in June 1991..
 GB0839
 GB0839.The geoid height was determined by GEOID03.
 GB0839
 GB0839.The dynamic height is computed by dividing the NAVD 88
 GB0839.geopotential number by the normal gravity value computed on the
 GB0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0839.degrees latitude (g = 980.6199 gals.).
 GB0839
 GB0839.The modeled gravity was interpolated from observed gravity values.
 GB0839
 GB0839;                    North         East    Units  Estimated Accuracy
 GB0839;SPC TN       -   199,740.      768,040.      MT  (+/- 180 meters Scaled)
 GB0839
 GB0839                          SUPERSEDED SURVEY CONTROL
 GB0839
 GB0839  NGVD 29 (??/??/??)  287.93   (m)          944.7    (f) RESET       3  
 GB0839
 GB0839.Superseded values are not recommended for survey control.
 GB0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0839.See file dsdata.txt to determine how the superseded data were derived.
 GB0839
 GB0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF580009(NAD 83)
 GB0839_MARKER: DZ = AZIMUTH MARK DISK
 GB0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0839_STAMPING: JOHNS AZI 1964
 GB0839_MARK LOGO: TNHD  
 GB0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0839+STABILITY: SURFACE MOTION
 GB0839
 GB0839  HISTORY     - Date     Condition        Report By
 GB0839  HISTORY     - 1964     MONUMENTED       TNHD
 GB0839  HISTORY     - 1965     GOOD             TNHD
 GB0839
 GB0839                          STATION DESCRIPTION
 GB0839
 GB0839'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0839'1.2 MI N FROM CLINTON.
 GB0839'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 AT
 GB0839'CLINTON, GO NORTH ON U.S. HIGHWAY 25W FOR 1.2 MILES TO THE
 GB0839'AZIMUTH MARK ON THE LEFT.  IT IS 52 FEET SOUTH OF A TELEPHONE
 GB0839'POLE, 22 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HGHWAY 25W
 GB0839'AND 1.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GB0839'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0839'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0839'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0842 ***********************************************************************
 GB0842  DESIGNATION -  JOHNS RM 1
 GB0842  PID         -  GB0842
 GB0842  STATE/COUNTY-  TN/ANDERSON
 GB0842  USGS QUAD   -  CLINTON (1990)
 GB0842
 GB0842                         *CURRENT SURVEY CONTROL
 GB0842  ___________________________________________________________________
 GB0842* NAD 83(1986)-  36 07 04.     (N)    084 07 53.     (W)     SCALED    
 GB0842* NAVD 88     -       303.040  (meters)     994.22   (feet)  ADJUSTED  
 GB0842  ___________________________________________________________________
 GB0842  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB0842  DYNAMIC HT  -         302.765 (meters)     993.32  (feet)  COMP
 GB0842  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0842
 GB0842  VERT ORDER  -  SECOND    CLASS 0
 GB0842
 GB0842.The horizontal coordinates were scaled from a topographic map and have
 GB0842.an estimated accuracy of +/- 6 seconds.
 GB0842
 GB0842.The orthometric height was determined by differential leveling
 GB0842.and adjusted by the National Geodetic Survey in June 1991..
 GB0842
 GB0842.The geoid height was determined by GEOID03.
 GB0842
 GB0842.The dynamic height is computed by dividing the NAVD 88
 GB0842.geopotential number by the normal gravity value computed on the
 GB0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0842.degrees latitude (g = 980.6199 gals.).
 GB0842
 GB0842.The modeled gravity was interpolated from observed gravity values.
 GB0842
 GB0842;                    North         East    Units  Estimated Accuracy
 GB0842;SPC TN       -   199,590.      768,210.      MT  (+/- 180 meters Scaled)
 GB0842
 GB0842                          SUPERSEDED SURVEY CONTROL
 GB0842
 GB0842  NGVD 29 (??/??/92)  303.173  (m)          994.66   (f) ADJ UNCH    2 0
 GB0842
 GB0842.Superseded values are not recommended for survey control.
 GB0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0842.See file dsdata.txt to determine how the superseded data were derived.
 GB0842
 GB0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF581008(NAD 83)
 GB0842_MARKER: DR = REFERENCE MARK DISK
 GB0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0842_STAMPING: JOHNS RM-1 1964
 GB0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0842+STABILITY: SURFACE MOTION
 GB0842
 GB0842  HISTORY     - Date     Condition        Report By
 GB0842  HISTORY     - 1964     MONUMENTED       TNHD
 GB0842  HISTORY     - 1965     GOOD             TNHD
 GB0842
 GB0842                          STATION DESCRIPTION
 GB0842
 GB0842'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0842'1 MI N FROM CLINTON.
 GB0842'THE MARK IS LOCATED AT THE JOHNS 1964 STATION SITE.  THE MARK IS SET
 GB0842'AT THE NORTHWEST EDGE OF THE WESTWOOD NURSERY SIGN.  THE MARK IS A
 GB0842'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0842'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0840 ***********************************************************************
 GB0840  DESIGNATION -  JOHNS RM 2
 GB0840  PID         -  GB0840
 GB0840  STATE/COUNTY-  TN/ANDERSON
 GB0840  USGS QUAD   -  CLINTON (1990)
 GB0840
 GB0840                         *CURRENT SURVEY CONTROL
 GB0840  ___________________________________________________________________
 GB0840* NAD 83(1986)-  36 07 04.     (N)    084 07 53.     (W)     SCALED    
 GB0840* NAVD 88     -       302.225  (meters)     991.55   (feet)  ADJUSTED  
 GB0840  ___________________________________________________________________
 GB0840  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 GB0840  DYNAMIC HT  -         301.951 (meters)     990.65  (feet)  COMP
 GB0840  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GB0840
 GB0840  VERT ORDER  -  SECOND    CLASS 0
 GB0840
 GB0840.The horizontal coordinates were scaled from a topographic map and have
 GB0840.an estimated accuracy of +/- 6 seconds.
 GB0840
 GB0840.The orthometric height was determined by differential leveling
 GB0840.and adjusted by the National Geodetic Survey in June 1991..
 GB0840
 GB0840.The geoid height was determined by GEOID03.
 GB0840
 GB0840.The dynamic height is computed by dividing the NAVD 88
 GB0840.geopotential number by the normal gravity value computed on the
 GB0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0840.degrees latitude (g = 980.6199 gals.).
 GB0840
 GB0840.The modeled gravity was interpolated from observed gravity values.
 GB0840
 GB0840;                    North         East    Units  Estimated Accuracy
 GB0840;SPC TN       -   199,590.      768,210.      MT  (+/- 180 meters Scaled)
 GB0840
 GB0840                          SUPERSEDED SURVEY CONTROL
 GB0840
 GB0840  NGVD 29 (??/??/92)  302.359  (m)          991.99   (f) ADJ UNCH    2 0
 GB0840
 GB0840.Superseded values are not recommended for survey control.
 GB0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0840.See file dsdata.txt to determine how the superseded data were derived.
 GB0840
 GB0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF581008(NAD 83)
 GB0840_MARKER: DR = REFERENCE MARK DISK
 GB0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0840_STAMPING: JOHNS RM-2 1964
 GB0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0840+STABILITY: SURFACE MOTION
 GB0840
 GB0840  HISTORY     - Date     Condition        Report By
 GB0840  HISTORY     - 1964     MONUMENTED       TNHD
 GB0840  HISTORY     - 1965     GOOD             TNHD
 GB0840
 GB0840                          STATION DESCRIPTION
 GB0840
 GB0840'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0840'1 MI N FROM CLINTON.
 GB0840'THE MARK IS LOCATED AT THE JOHNS 1964 STATION SITE.  THE MARK IS
 GB0840'4 FEET SOUTH OF A TELEPHONE BRACE POLE.  THE MARK IS A STANDARD
 GB0840'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0840'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0626 ***********************************************************************
 FD0626  DESIGNATION -  JOHNSON
 FD0626  PID         -  FD0626
 FD0626  STATE/COUNTY-  TN/MAURY
 FD0626  USGS QUAD   -  CARTERS CREEK (1982)
 FD0626
 FD0626                         *CURRENT SURVEY CONTROL
 FD0626  ___________________________________________________________________
 FD0626* NAD 83(1995)-  35 41 24.04521(N)    086 59 32.42631(W)     ADJUSTED  
 FD0626* NAVD 88     -       233.137  (meters)     764.88   (feet)  ADJUSTED  
 FD0626  ___________________________________________________________________
 FD0626  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FD0626  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD0626  DYNAMIC HT  -         232.932 (meters)     764.21  (feet)  COMP
 FD0626  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0626
 FD0626  HORZ ORDER  -  SECOND
 FD0626  VERT ORDER  -  FIRST     CLASS II
 FD0626
 FD0626.The horizontal coordinates were established by classical geodetic methods
 FD0626.and adjusted by the National Geodetic Survey in April 1999..
 FD0626
 FD0626.The orthometric height was determined by differential leveling
 FD0626.and adjusted by the National Geodetic Survey in June 1991..
 FD0626
 FD0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0626
 FD0626.The geoid height was determined by GEOID03.
 FD0626
 FD0626.The dynamic height is computed by dividing the NAVD 88
 FD0626.geopotential number by the normal gravity value computed on the
 FD0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0626.degrees latitude (g = 980.6199 gals.).
 FD0626
 FD0626.The modeled gravity was interpolated from observed gravity values.
 FD0626
 FD0626;                    North         East     Units Scale Factor Converg.
 FD0626;SPC TN       -   150,977.521   510,183.956   MT  0.99995155   -0 34 51.4
 FD0626;SPC TN       -   495,332.08  1,673,828.53   sFT  0.99995155   -0 34 51.4
 FD0626;UTM  16      - 3,949,567.231   500,693.011   MT  0.99960001   +0 00 16.1
 FD0626
 FD0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0626!SPC TN       -   0.99996782  x   0.99995155  =   0.99991937
 FD0626!UTM  16      -   0.99996782  x   0.99960001  =   0.99956784
 FD0626
 FD0626:                Primary Azimuth Mark                     Grid Az
 FD0626:SPC TN       -  TS 1L                                    040 09 44.2
 FD0626:UTM  16      -  TS 1L                                    039 34 36.7
 FD0626
 FD0626|---------------------------------------------------------------------|
 FD0626| PID    Reference Object                     Distance      Geod. Az  |
 FD0626|                                                           dddmmss.s |
 FD0626| FD0628 TS 1L                               APPROX. 2.1 KM 0393452.8 |
 FD0626| FD0627 JOHNSON RM 1                         24.278 METERS 05530     |
 FD0626| FD0625 JOHNSON RM 2                         24.915 METERS 28411     |
 FD0626|---------------------------------------------------------------------|
 FD0626
 FD0626                          SUPERSEDED SURVEY CONTROL
 FD0626
 FD0626  NAD 83(1995)-  35 41 24.04784(N)    086 59 32.42801(W) AD(       ) 2
 FD0626  NAD 83(1986)-  35 41 24.05635(N)    086 59 32.42813(W) AD(       ) 2
 FD0626  NAD 27      -  35 41 23.80540(N)    086 59 32.41380(W) AD(       ) 2
 FD0626  NGVD 29 (??/??/??)  233.12   (m)          764.8    (f) RESET       3  
 FD0626
 FD0626.Superseded values are not recommended for survey control.
 FD0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0626.See file dsdata.txt to determine how the superseded data were derived.
 FD0626
 FD0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0069349567(NAD 83)
 FD0626_MARKER: DD = SURVEY DISK
 FD0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0626_STAMPING: JOHNSON 1962
 FD0626_MARK LOGO: TNHD  
 FD0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0626+STABILITY: SURFACE MOTION
 FD0626
 FD0626  HISTORY     - Date     Condition        Report By
 FD0626  HISTORY     - 1962     MONUMENTED       TNHD
 FD0626  HISTORY     - 1963     GOOD             TNHD
 FD0626  HISTORY     - 1984     GOOD             NGS
 FD0626
 FD0626                          STATION DESCRIPTION
 FD0626
 FD0626'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0626'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SPRING HILL AND
 FD0626'ABOUT 6 MILES
 FD0626'NORTHEAST OF COLUMBIA.
 FD0626'
 FD0626'TO REACH THE STATION FROM THE POST OFFICE IN SPRING HILL, GO SOUTH ON
 FD0626'U S HIGHWAY 31 FOR
 FD0626'5.85 MILES TO THE STATION ON THE RIGHT.
 FD0626'
 FD0626'THE STATION IS 80 FEET NORTH OF THE APPROXIMATE CENTER OF HARLAN
 FD0626'ROAD, 61 FEET WEST OF
 FD0626'THE APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF U S
 FD0626'HIGHWAY 31 AND 42.3 FEET NORTH
 FD0626'OF A WITNESS POST.  THE SURFACE AND
 FD0626'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FD0626'DEPARTMENT DISKS AND
 FD0626'ARE STAMPED JOHNSON 1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 FD0626'BELOW THE
 FD0626'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 FD0626'FLUSH, CONCRETE MONUMENT.
 FD0626'
 FD0626'REFERENCE MARK NO 1 IS 114 FEET SOUTH OF UTILITY POLE NO 121 AND 35
 FD0626'FEET WEST OF THE
 FD0626'APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF U S HIGHWAY
 FD0626'31.  IT IS A STANDARD
 FD0626'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0626'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT
 FD0626'AND THE DISK IS STAMPED
 FD0626'JOHNSON RM-1 1962.
 FD0626'
 FD0626'REFERENCE MARK NO 2 IS 74.7 FEET WEST OF A WITNESS POST AND 44 FEET
 FD0626'NORTH OF THE APPROXIMATE
 FD0626'CENTER OF HARLAN ROAD.  IT IS A STANDARD TENNESSEE
 FD0626'HIGHWAY DEPARTMENT DISK SET IN A
 FD0626'10-INCH SQUARE, FLUSH, CONCRETE
 FD0626'MONUMENT AND THE DISK IS STAMPED JOHNSON RM-2 1962.
 FD0626'
 FD0626'TRAVERSE STATION TS-1L WILL SERVE AS THE AZIMUTH.  SEE DESCRIPTION
 FD0626'THEREOF.
 FD0626'
 FD0626'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 FD0626'
 FD0626'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 FD0626
 FD0626                          STATION RECOVERY (1963)
 FD0626
 FD0626'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0626'6 MI SW FROM SPRING HILL.
 FD0626'FROM THE POST OFFICE IN SPRING HILL, GO SOUTH ON U.S. HIGHWAY 31
 FD0626'FOR 5.85 MILES TO THE STATION ON THE RIGHT.  THE MARK IS 80 FEET
 FD0626'NORTH OF THE CENTER LINE OF HARLAN ROAD, 61 FEET WEST OF THE
 FD0626'CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31, AND 42.3
 FD0626'FEET NORTH OF A WITNESS POST.  IT IS SET IN A 10-INCH SQUARE, FLUSH,
 FD0626'CONCRETE MONUMENT.
 FD0626
 FD0626                          STATION RECOVERY (1984)
 FD0626
 FD0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0626'RECOVERED IN GOOD CONDITION.  NOTE, ADDITIONAL MEASUREMENTS, ALSO THE
 FD0626'WITNESS POST NO LONGER STANDS, 8.53 METERS (28.0 FT) NORTH OF THE
 FD0626'APPROXIMATE CENTER OF A DRIVEWAY TO A LARGE TWO LEVEL BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1606 ***********************************************************************
 FE1606  DESIGNATION -  JOHNSON
 FE1606  PID         -  FE1606
 FE1606  STATE/COUNTY-  TN/LAUDERDALE
 FE1606  USGS QUAD   -  GOLDDUST (1983)
 FE1606
 FE1606                         *CURRENT SURVEY CONTROL
 FE1606  ___________________________________________________________________
 FE1606* NAD 83(1986)-  35 44 18.     (N)    089 48 38.     (W)     SCALED    
 FE1606* NAVD 88     -        74.964  (meters)     245.94   (feet)  ADJUSTED  
 FE1606  ___________________________________________________________________
 FE1606  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1606  DYNAMIC HT  -          74.901 (meters)     245.74  (feet)  COMP
 FE1606  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 FE1606
 FE1606  VERT ORDER  -  FIRST     CLASS II
 FE1606
 FE1606.The horizontal coordinates were scaled from a topographic map and have
 FE1606.an estimated accuracy of +/- 6 seconds.
 FE1606
 FE1606.The orthometric height was determined by differential leveling
 FE1606.and adjusted by the National Geodetic Survey in June 1991..
 FE1606
 FE1606.The geoid height was determined by GEOID03.
 FE1606
 FE1606.The dynamic height is computed by dividing the NAVD 88
 FE1606.geopotential number by the normal gravity value computed on the
 FE1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1606.degrees latitude (g = 980.6199 gals.).
 FE1606
 FE1606.The modeled gravity was interpolated from observed gravity values.
 FE1606
 FE1606;                    North         East    Units  Estimated Accuracy
 FE1606;SPC TN       -   162,590.      255,400.      MT  (+/- 180 meters Scaled)
 FE1606
 FE1606                          SUPERSEDED SURVEY CONTROL
 FE1606
 FE1606  NGVD 29 (??/??/??)   74.921  (m)          245.80   (f) ADJUSTED    1 2
 FE1606
 FE1606.Superseded values are not recommended for survey control.
 FE1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1606.See file dsdata.txt to determine how the superseded data were derived.
 FE1606
 FE1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE458585(NAD 83)
 FE1606_MARKER: DD = SURVEY DISK
 FE1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1606_STAMPING: JOHNSON 1954
 FE1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1606+STABILITY: SURFACE MOTION
 FE1606
 FE1606  HISTORY     - Date     Condition        Report By
 FE1606  HISTORY     - 1954     MONUMENTED       DOD
 FE1606  HISTORY     - 1957     GOOD             CGS
 FE1606
 FE1606                          STATION DESCRIPTION
 FE1606
 FE1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1606'3.8 MI SW FROM ASHPORT.
 FE1606'3.2 MILES WEST ALONG STATE HIGHWAY 19 FROM THE SCHOOL AT ASHPORT,
 FE1606'THENCE 0.6 MILE SOUTH OF A FARM ROAD, 22 FEET EAST-SOUTHEAST OF
 FE1606'THE CENTER LINE OF THE ROAD, 65 FEET NORTHEAST OF THE CENTER
 FE1606'OF THE JUNCTION OF FARM ROADS, 89 FEET SOUTH OF A LONE 48-INCH
 FE1606'PECAN TREE WITH A TRIANGULAR BLAZE, 26 FEET SOUTH-SOUTHEAST OF
 FE1606'THE SOUTHEAST END OF A 18-INCH METAL PIPE CULVERT UNDER THE
 FE1606'ROAD, 21 FEET EAST OF THE SOUTHEAST END OF ANOTHER METAL PIPE
 FE1606'CULVERT UNDER THE ROAD, 86 1/2 FEET SOUTH OF TBM JOHNSON, IN A
 FE1606'PLOWED AREA, A DISK SET IN THE TOP OF A CONCRETE POST 30 INCHES
 FE1606'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2655 ***********************************************************************
 FB2655  DESIGNATION -  JOHNSON
 FB2655  PID         -  FB2655
 FB2655  STATE/COUNTY-  TN/KNOX
 FB2655  USGS QUAD   -  KNOXVILLE (1978)
 FB2655
 FB2655                         *CURRENT SURVEY CONTROL
 FB2655  ___________________________________________________________________
 FB2655* NAD 83(1995)-  35 57 40.86672(N)    083 54 56.14948(W)     ADJUSTED  
 FB2655* NAVD 88     -       342.1    (meters)    1122.     (feet)  VERTCON   
 FB2655  ___________________________________________________________________
 FB2655  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FB2655  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2655
 FB2655  HORZ ORDER  -  SECOND
 FB2655
 FB2655.The horizontal coordinates were established by classical geodetic methods
 FB2655.and adjusted by the National Geodetic Survey in April 1999..
 FB2655
 FB2655.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2655
 FB2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2655
 FB2655.The geoid height was determined by GEOID03.
 FB2655
 FB2655;                    North         East     Units Scale Factor Converg.
 FB2655;SPC TN       -   182,629.465   788,005.657   MT  0.99995086   +1 13 13.1
 FB2655;SPC TN       -   599,176.84  2,585,315.23   sFT  0.99995086   +1 13 13.1
 FB2655;UTM  17      - 3,983,592.474   237,060.503   MT  1.00045199   -1 42 47.3
 FB2655
 FB2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2655!SPC TN       -   0.99995114  x   0.99995086  =   0.99990200
 FB2655!UTM  17      -   0.99995114  x   1.00045199  =   1.00040310
 FB2655
 FB2655|---------------------------------------------------------------------|
 FB2655| PID    Reference Object                     Distance      Geod. Az  |
 FB2655|                                                           dddmmss.s |
 FB2655| CZ4875 JOHNSON RM 1                          5.606 METERS 21201     |
 FB2655| CZ4876 JOHNSON RM 2                          5.134 METERS 26350     |
 FB2655| FB2661 KNOXVILLE RADIO STA WKGN MAST       APPROX. 3.0 KM 2670359.8 |
 FB2655| FB2663 KNOXVILLE SECOND METH CHURCH        APPROX. 1.8 KM 2851340.0 |
 FB2655| FB2662 KNOXVILLE RADIO STA WKXV MAST       APPROX. 6.8 KM 2882401.5 |
 FB2655| FB2658 KNOXVILLE FIFTH MUN DIST SPIPE      APPROX. 3.6 KM 3011122.3 |
 FB2655| FB2665 NORWOOD TVA MICROWAVE MAST 239      APPROX. 5.3 KM 3081958.0 |
 FB2655| FB2659 KNOXVILLE IMM CONCEPTION CH         APPROX. 0.8 KM 3185624.5 |
 FB2655| GA3549 KNOXVILLE SHARP RIDGE LOT           APPROX. 5.2 KM 3292622.0 |
 FB2655|---------------------------------------------------------------------|
 FB2655
 FB2655                          SUPERSEDED SURVEY CONTROL
 FB2655
 FB2655  NAD 83(1995)-  35 57 40.87458(N)    083 54 56.14664(W) AD(       ) 2
 FB2655  NAD 83(1986)-  35 57 40.88016(N)    083 54 56.14500(W) AD(       ) 2
 FB2655  NAD 27      -  35 57 40.58100(N)    083 54 56.48820(W) AD(       ) 2
 FB2655  NGVD 29 (07/19/86)  342.2    (m)         1123.     (f) VERT ANG       
 FB2655
 FB2655.Superseded values are not recommended for survey control.
 FB2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2655.See file dsdata.txt to determine how the superseded data were derived.
 FB2655
 FB2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3706183592(NAD 83)
 FB2655_MARKER: DS = TRIANGULATION STATION DISK
 FB2655_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FB2655+WITH SETTING: PAVEMENT
 FB2655
 FB2655  HISTORY     - Date     Condition        Report By
 FB2655  HISTORY     - 1960     MONUMENTED       CGS
 FB2655
 FB2655                          STATION DESCRIPTION
 FB2655
 FB2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2655'THE STATION IS LOCATED ATOP THE HIGHEST ROOF OF THE ANDREW JOHNSON
 FB2655'HOTEL AT 918 SOUTH GAY STREET IN DOWNTOWN KNOXVILLE.
 FB2655'
 FB2655'THE STATION MARK IS A STANDARD DISK, STAMPED JOHNSON 1960, CEMENTED
 FB2655'IN A DRILL HOLE IN THE CONCRETE ROOF OF THE HOTEL.  THE SURFACE OF
 FB2655'THIS ROOF HAS AN ASPHALT AND PEBBLE SURFACE OVER THE CONCRETE SLAB OF
 FB2655'THE ROOF AND THE MARK IS SET FLUSH WITH THE ASPHALT SURFACE.  IT IS
 FB2655'16.1 FEET EAST OF THE WEST EDGE OF THE WEST FIRE WALL, 6.1 FEET SOUTH
 FB2655'OF THE NORTH EDGE OF THE NORTH FIRE WALL, AND 6.1 FEET NORTH OF
 FB2655'THE NORTH EDGE OF A LARGE VENTILATOR.
 FB2655'
 FB2655'REFERENCE MARK NO. 1 IS A 3/8 INCH COPPER NAIL SET IN A DRILLED HOLE
 FB2655'IN THE CAPSTONE OF THE WEST FIRE WALL AND HAS A CROSS
 FB2655'CHISELED IN THE HEAD OF THE NAIL.  THE MARK BEARS NO STAMPING.  IT IS
 FB2655'15.8 FEET SOUTH OF THE NORTHWEST CORNER OF THE FIRE WALL,
 FB2655'10.1 FEET NORTH OF THE SOUTH END OF THE FIRE WALL, AND IS ABOUT 12
 FB2655'INCHES ABOVE THE ELEVATION OF THE STATION.
 FB2655'
 FB2655'REFERENCE MARK NO. 2 IS A 3/8-INCH COPPER NAIL SET IN A DRILLED HOLE
 FB2655'IN THE NORTHWEST CORNER CAPSTONE OF THE FIRE WALL AND HAS A CROSS
 FB2655'CHISELED IN THE HEAD OF THE NAIL.  THE MARK BEARS NO STAMPING.  IT IS
 FB2655'ABOUT 12 INCHES ABOVE THE ELEVATION OF THE STATION.
 FB2655'
 FB2655'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FB2655'15.46 FEET.
 FB2655'
 FB2655'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  THE KNOXVILLE,
 FB2655'IMMACULATE CONCEPTION CHURCH SPIRE ABOUT 0.5 MILE NORTHWEST OF
 FB2655'THE STATION WILL SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3519 ***********************************************************************
 GA3519  DESIGNATION -  JOHNSON
 GA3519  PID         -  GA3519
 GA3519  STATE/COUNTY-  TN/GRAINGER
 GA3519  USGS QUAD   -  BEAN STATION (1976)
 GA3519
 GA3519                         *CURRENT SURVEY CONTROL
 GA3519  ___________________________________________________________________
 GA3519* NAD 83(1995)-  36 20 43.37779(N)    083 19 29.77671(W)     ADJUSTED  
 GA3519* NAVD 88     -       340.8    (meters)    1118.     (feet)  VERTCON   
 GA3519  ___________________________________________________________________
 GA3519  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GA3519  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA3519
 GA3519  HORZ ORDER  -  SECOND
 GA3519
 GA3519.The horizontal coordinates were established by classical geodetic methods
 GA3519.and adjusted by the National Geodetic Survey in April 1999..
 GA3519
 GA3519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3519
 GA3519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3519
 GA3519.The geoid height was determined by GEOID03.
 GA3519
 GA3519;                    North         East     Units Scale Factor Converg.
 GA3519;SPC TN       -   226,520.260   840,104.618   MT  0.99998813   +1 33 57.9
 GA3519;SPC TN       -   743,175.22  2,756,243.23   sFT  0.99998813   +1 33 57.9
 GA3519;UTM  17      - 4,024,767.100   291,359.178   MT  1.00013637   -1 22 42.1
 GA3519
 GA3519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3519!SPC TN       -   0.99995140  x   0.99998813  =   0.99993953
 GA3519!UTM  17      -   0.99995140  x   1.00013637  =   1.00008776
 GA3519
 GA3519|---------------------------------------------------------------------|
 GA3519| PID    Reference Object                     Distance      Geod. Az  |
 GA3519|                                                           dddmmss.s |
 GA3519| DB9504 JOHNSON RM 1                          9.077 METERS 17804     |
 GA3519| GA2126 DAM                                 APPROX. 1.0 KM 2533340.4 |
 GA3519| DB9505 JOHNSON RM 2                          9.860 METERS 35711     |
 GA3519|---------------------------------------------------------------------|
 GA3519
 GA3519                          SUPERSEDED SURVEY CONTROL
 GA3519
 GA3519  NAD 83(1995)-  36 20 43.38164(N)    083 19 29.78025(W) AD(       ) 2
 GA3519  NAD 83(1995)-  36 20 43.38859(N)    083 19 29.77372(W) AD(       ) 2
 GA3519  NAD 83(1995)-  36 20 43.38445(N)    083 19 29.77900(W) AD(       ) 2
 GA3519  NAD 83(1986)-  36 20 43.38661(N)    083 19 29.77900(W) AD(       ) 2
 GA3519  NAD 27      -  36 20 43.06057(N)    083 19 30.15209(W) AD(       ) 2
 GA3519  NGVD 29 (07/19/86)  340.9    (m)         1118.     (f) VERT ANG       
 GA3519
 GA3519.Superseded values are not recommended for survey control.
 GA3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3519.See file dsdata.txt to determine how the superseded data were derived.
 GA3519
 GA3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9135924767(NAD 83)
 GA3519_MARKER: DD = SURVEY DISK
 GA3519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3519
 GA3519  HISTORY     - Date     Condition        Report By
 GA3519  HISTORY     - 1963     MONUMENTED       TNHD
 GA3519
 GA3519                          STATION DESCRIPTION
 GA3519
 GA3519'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3519'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF BEAN STATION ON THE
 GA3519'NORTH SIDE OF U.S.  HIGHWAY
 GA3519'11W.
 GA3519'
 GA3519'TO REACH THE STATION FROM THE POST OFFICE IN BEAN STATION, GO WEST OF
 GA3519'U.S.  HIGHWAY 11W FOR
 GA3519'2.35 MILES TO A DRIVEWAY ON THE RIGHT, TURN RIGHT FOR
 GA3519'50 YARDS TO A FORK, KEEP LEFT AND
 GA3519'GO 50 YARDS TO A WHITE FRAME HOUSE
 GA3519'AND THE STATION.
 GA3519'
 GA3519'THE STATION IS 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 GA3519'FRAME HOUSE AND 24
 GA3519'FEET WEST OF A SMALL TREE.  THE SURFACE AND UNDERGROUND
 GA3519'MARKS ARE STANDARD TENNESSEE
 GA3519'HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 GA3519'JOHNSON 1963.  THE UNDERGROUND MARK IS ABOUT 30
 GA3519'INCHES BELOW THE
 GA3519'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA3519'FLUSH,CONCRETE
 GA3519'MONUMENT.
 GA3519'
 GA3519'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF A SMALL TREE.  IT IS A
 GA3519'STANDARD TENNESSEE
 GA3519'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA3519'CONCRETE MONUMENT AND THE
 GA3519'DISK IS STAMPED JOHNSON RM-1 1963.
 GA3519'
 GA3519'REFERENCE MARK NO. 2 IS 47 FEET WEST OF THE SOUTHWEST CORNER OF A
 GA3519'WHITE FRAME HOUSE
 GA3519'AND 32 FEET NORTHWEST OF A SMALL TREE.  IT IS A STANDARD
 GA3519'TENNESSEE HIGHWAY DEPARTMENT
 GA3519'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA3519'CONCRETE MONUMENT AND THE DISK IS STAMPED
 GA3519'JOHNSON RM-2 1963.
 GA3519'
 GA3519'TRAVERSE STATION DAM WILL SERVE AS AN AZIMUTH MARK.
 GA3519'
 GA3519'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2314 ***********************************************************************
 FE2314  DESIGNATION -  JOHNSON
 FE2314  PID         -  FE2314
 FE2314  STATE/COUNTY-  TN/MADISON
 FE2314  USGS QUAD   -  BEECH BLUFF (1981)
 FE2314
 FE2314                         *CURRENT SURVEY CONTROL
 FE2314  ___________________________________________________________________
 FE2314* NAD 83(1995)-  35 34 31.59425(N)    088 40 24.39320(W)     ADJUSTED  
 FE2314* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 FE2314  ___________________________________________________________________
 FE2314  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 FE2314  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2314
 FE2314  HORZ ORDER  -  FIRST
 FE2314
 FE2314.The horizontal coordinates were established by classical geodetic methods
 FE2314.and adjusted by the National Geodetic Survey in April 1999..
 FE2314
 FE2314.The orthometric height was scaled from a topographic map.
 FE2314
 FE2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2314
 FE2314.The geoid height was determined by GEOID03.
 FE2314
 FE2314;                    North         East     Units Scale Factor Converg.
 FE2314;SPC TN       -   141,120.522   357,707.382   MT  0.99995853   -1 33 54.5
 FE2314;SPC TN       -   462,992.91  1,173,578.30   sFT  0.99995853   -1 33 54.5
 FE2314;UTM  16      - 3,938,149.024   348,365.323   MT  0.99988335   -0 58 25.5
 FE2314
 FE2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2314!SPC TN       -   0.99997790  x   0.99995853  =   0.99993643
 FE2314!UTM  16      -   0.99997790  x   0.99988335  =   0.99986125
 FE2314
 FE2314:                Primary Azimuth Mark                     Grid Az
 FE2314:SPC TN       -  JOHNSON AZ MK                            008 45 20.6
 FE2314:UTM  16      -  JOHNSON AZ MK                            008 09 51.6
 FE2314
 FE2314|---------------------------------------------------------------------|
 FE2314| PID    Reference Object                     Distance      Geod. Az  |
 FE2314|                                                           dddmmss.s |
 FE2314| CG3610 JOHNSON AZ MK                                      0071126.1 |
 FE2314| CG3611 JOHNSON RM 1                         31.434 METERS 04345     |
 FE2314| CG3613 JOHNSON RM 3                         20.875 METERS 06343     |
 FE2314| CG3614 JOHNSON RM 4                         23.714 METERS 22727     |
 FE2314| CG3612 JOHNSON RM 2                         47.457 METERS 24408     |
 FE2314| FE2367 JACKSON WOOD PRODUCTS TALL STK      APPROX.11.8 KM 2843540.3 |
 FE2314| FE2338 JACKSON RAD STA WJAK MAST           APPROX.11.8 KM 3095617.3 |
 FE2314|---------------------------------------------------------------------|
 FE2314
 FE2314                          SUPERSEDED SURVEY CONTROL
 FE2314
 FE2314  NAD 83(1995)-  35 34 31.59932(N)    088 40 24.39913(W) AD(       ) 1
 FE2314  NAD 83(1986)-  35 34 31.60575(N)    088 40 24.39438(W) AD(       ) 1
 FE2314  NAD 27      -  35 34 31.34400(N)    088 40 24.19700(W) AD(       ) 1
 FE2314
 FE2314.Superseded values are not recommended for survey control.
 FE2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2314.See file dsdata.txt to determine how the superseded data were derived.
 FE2314
 FE2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4836538149(NAD 83)
 FE2314_MARKER: DS = TRIANGULATION STATION DISK
 FE2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2314
 FE2314  HISTORY     - Date     Condition        Report By
 FE2314  HISTORY     - 1934     MONUMENTED       CGS
 FE2314  HISTORY     - 1943     GOOD             CGS
 FE2314  HISTORY     - 1951     GOOD             CGS
 FE2314  HISTORY     - 1958     GOOD             CGS
 FE2314
 FE2314                          STATION DESCRIPTION
 FE2314
 FE2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2314'ABOUT 10 MILES BY ROAD, EAST OF JACKSON, ON HIGH WOODED POINT, AND ON
 FE2314'PROPERTY OF R. M. K. JOHNSON. TO REACH FROM RAILROAD CROSSING
 FE2314'ON EAST CHESTER STREET IN JACKSON, GO EAST 2.8 MILES TO T-ROAD, TURN
 FE2314'RIGHT AT SIGN MIFLIN 12 MILES AND GO 2.5 MILES TO FORKS,
 FE2314'TAKE LEFT FORK AT ARROW MIFLIN ROAD AND CONTINUE 4.9 MILES TO TOP OF
 FE2314'GRADE AND STATION, ON HIGH WOODED POINT TO RIGHT, ABOUT 150
 FE2314'FEET SOUTHWEST OF MIFLIN ROAD, 16 FEET EAST-SOUTHEAST OF CENTER
 FE2314'LINE OF FARM ROAD, AND 11 FEET WEST-SOUTHWEST OF 8-INCH BLACK OAK
 FE2314'WITH TRIANGULAR BLAZE. SURFACE AND UNDERGROUND MARKS ARE
 FE2314'STANDARD DISK STATION MARKS IN CONCRETE.  UPPER MARK
 FE2314'PROJECTS 9 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS
 FE2314'ARE STANDARD REFERENCE DISKS IN CONCRETE PROJECTING 9
 FE2314'INCHES ABOVE GROUND.  NO. 1 IS AT EDGE OF WOODS, 9 FEET
 FE2314'NORTHWEST OF CENTER LINE OF FARM ROAD, AND 103.13 FEET FROM STATION.
 FE2314'NO. 2 IS IN WOODS, 29 FEET
 FE2314'NORTHWEST OF CENTER LINE OF FARM ROAD, 20 FEET NORTHWEST OF WIRE
 FE2314'FENCE, AND 155.70 FEET FROM STATION.
 FE2314'AZIMUTH MARK IS IN CLEARED AREA, ABOUT 90 FEET SOUTH OF
 FE2314'WHITE HOUSE, 35 FEET NORTHEAST OF CENTER LINE OF MIFLIN ROAD, AND 0.2
 FE2314'MILE FROM STATION.
 FE2314
 FE2314                          STATION RECOVERY (1943)
 FE2314
 FE2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 FE2314'THE ORIGINAL DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.
 FE2314'HOWEVER, THE TWO SIGNS MENTIONED (MIFLIN 12 MILES AND
 FE2314'MIFLIN ROAD) ARE GONE.
 FE2314'
 FE2314'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FE2314'DESCRIBED IN GOOD CONDITION.
 FE2314
 FE2314                          STATION RECOVERY (1951)
 FE2314
 FE2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2314'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 FE2314'GOOD CONDITION. THE DISTANCES AND DIRECTIONS TO THE AZIMUTH
 FE2314'MARK AND REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT. THE
 FE2314'1934 TO REACH THE STATION IS ADEQUATE.
 FE2314'
 FE2314'HEIGHT OF LIGHT ABOVE STATION MARK, 26 METERS.
 FE2314
 FE2314                          STATION RECOVERY (1958)
 FE2314
 FE2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2314'THE STATION AND AZIMUTH MARKS WERE RECOVERED AND FOUND IN GOOD
 FE2314'CONDITION. REFERENCE MARK 1 WAS NEVER FOUND AND SHOULD BE
 FE2314'CONSIDERED LOST. REFERENCE MARK 2 WAS FOUND DESTROYED. TWO NEW
 FE2314'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME. THE
 FE2314'REFERENCE POINTS TO THE STATION ARE TO BE DISREGARDED. THE DIRECTION
 FE2314'TO THE AZIMUTH MARK CHECKED.  THE REFERENCE MEASUREMENT TO THE
 FE2314'CENTERLINE OF MIFLIN ROAD DID NOT CHECK AND THE WHITE HOUSE IS NO
 FE2314'LONGER THERE.  THE TO REACH FOR THE STATION DID NOT CHECK.
 FE2314'
 FE2314'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 FE2314'
 FE2314'THE STATION IS ABOUT 8 MILES SOUTHEAST OF JACKSON, ABOUT 0.15 MILE
 FE2314'WEST OF MIFLIN ROAD, ON A HIGH WOODED KNOLL, AT THE SOUTH EDGE
 FE2314'OF A GRAVEL PIT. THE PROPERTY OWNER HAS CHANGED FROM R.M.K. JOHNSON
 FE2314'TO MRS. F.L. JOHNSON. IT IS 18 FEET EAST OF A 16 INCH OAK TREE, 21
 FE2314'FEET NORTH OF A 6 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTH
 FE2314'SIDE, 2 FEET SOUTH OF A WHITE WITNESS POST, 14 FEET WEST OF A
 FE2314'12 INCH HICKORY TREE, AT THE SOUTH EDGE OF THE GRAVEL PIT AND IN
 FE2314'THE NORTH EDGE OF A WOODED SECTOR. THE MONUMENT PROJECTS 9 INCHES
 FE2314'AND THE DISK IS STAMPED JOHNSON 1934.
 FE2314'
 FE2314'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE IN
 FE2314'JACKSON, GO EAST ON U.S. HIGHWAYS 70 AND 45 FOR 0.3 MILE TO
 FE2314'THEIR JUNCTION. TURN RIGHT AND GO SOUTH ON HIGHWAY 45 FOR 0.1 MILE TO
 FE2314'A CROSS STREET (EAST CHESTER STREET). TURN LEFT AND GO EAST ON
 FE2314'EAST CHESTER STREET FOR 0.1 MILE TO A RAILROAD CROSSING. CONTINUE
 FE2314'EAST ON EAST CHESTER STREET FOR 2.45 MILES TO A SIDE ROAD
 FE2314'RIGHT AND A GROCERY STORE ON THE LEFT. TURN RIGHT AND GO SOUTHEAST
 FE2314'ON MIFLIN ROAD FOR 2.15 MILES TO A FORK. KEEP LEFT FORK AND
 FE2314'CONTINUE ON MIFLIN ROAD FOR 0.95 MILE TO ANOTHER FORK.  CONTINUE
 FE2314'STRAIGHT AHEAD ON MIFLIN ROAD FOR 0.85 MILE TO A SIDE ROAD RIGHT
 FE2314'(ROCKY SPRINGS ROAD). CONTINUE ON MIFLIN ROAD IN AN EASTERLY
 FE2314'DIRECTION FOR 2.05 MILES TO A REVERSE Y-FORK. CONTINUE STRAIGHT AHEAD
 FE2314'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE ON
 FE2314'MIFLIN ROAD FOR 0.15 MILE TO A Y-FORK. KEEP RIGHT ON A DIRT ROAD FOR
 FE2314'0.1 MILE INTO A GRAVEL PIT AND THE STATION AT THE SOUTH
 FE2314'EDGE OF THE GRAVEL PIT.
 FE2314'
 FE2314'REFERENCE MARK 3 IS 69 FEET NORTHEAST OF THE WHITE WITNESS POST, 2
 FE2314'FEET WEST OF A 14 INCH HICKORY TREE, 26 FEET NORTHWEST OF A
 FE2314'14 INCH HICKORY TREE AND 17 FEET SOUTH OF THE SOUTH BANK OF THE
 FE2314'GRAVEL PIT. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2314'JOHNSON NO 3 1934.
 FE2314'
 FE2314'REFERENCE MARK 4 IS 78 FEET SOUTHWEST OF THE WHITE WITNESS POST, 12
 FE2314'FEET EAST OF A 10 INCH OAK TREE, 62 FEET SOUTHWEST OF THE
 FE2314'16 INCH OAK TREE AND 26 FEET SOUTHEAST OF THE CENTERLINE OF A DIM
 FE2314'WOODS ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2314'JOHNSON NO 4 1934.
 FE2314'
 FE2314'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF MIFLIN ROAD, 1
 FE2314'FOOT SOUTH OF A WHITE WITNESS POST AND 13 FEET NORTHWEST OF
 FE2314'A TELEPHONE POLE. THE MONUMENT PROJECTS 9 INCHES AND THE DISK IS
 FE2314'STAMPED JOHNSON 1934.
 FE2314'
 FE2314'HEIGHT OF LIGHT 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1605 ***********************************************************************
 FE1605  DESIGNATION -  JOHNSON CAP
 FE1605  PID         -  FE1605
 FE1605  STATE/COUNTY-  TN/LAUDERDALE
 FE1605  USGS QUAD   -  GOLDDUST (1983)
 FE1605
 FE1605                         *CURRENT SURVEY CONTROL
 FE1605  ___________________________________________________________________
 FE1605* NAD 83(1986)-  35 44 16.     (N)    089 48 37.     (W)     SCALED    
 FE1605* NAVD 88     -        75.557  (meters)     247.89   (feet)  ADJUSTED  
 FE1605  ___________________________________________________________________
 FE1605  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE1605  DYNAMIC HT  -          75.493 (meters)     247.68  (feet)  COMP
 FE1605  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 FE1605
 FE1605  VERT ORDER  -  SECOND    CLASS 0
 FE1605
 FE1605.The horizontal coordinates were scaled from a topographic map and have
 FE1605.an estimated accuracy of +/- 6 seconds.
 FE1605
 FE1605.The orthometric height was determined by differential leveling
 FE1605.and adjusted by the National Geodetic Survey in June 1991..
 FE1605
 FE1605.The geoid height was determined by GEOID03.
 FE1605
 FE1605.The dynamic height is computed by dividing the NAVD 88
 FE1605.geopotential number by the normal gravity value computed on the
 FE1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1605.degrees latitude (g = 980.6199 gals.).
 FE1605
 FE1605.The modeled gravity was interpolated from observed gravity values.
 FE1605
 FE1605;                    North         East    Units  Estimated Accuracy
 FE1605;SPC TN       -   162,530.      255,420.      MT  (+/- 180 meters Scaled)
 FE1605
 FE1605                          SUPERSEDED SURVEY CONTROL
 FE1605
 FE1605  NGVD 29 (??/??/??)   75.552  (m)          247.87   (f) ADJUSTED    2 0
 FE1605
 FE1605.Superseded values are not recommended for survey control.
 FE1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1605.See file dsdata.txt to determine how the superseded data were derived.
 FE1605
 FE1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE458585(NAD 83)
 FE1605_MARKER: P = PIPE CAP
 FE1605_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1605_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1605_STAMPING: BM 1906
 FE1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1605
 FE1605  HISTORY     - Date     Condition        Report By
 FE1605  HISTORY     - 1906     MONUMENTED       MRC
 FE1605  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1605
 FE1605                          STATION DESCRIPTION
 FE1605
 FE1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1605'1.8 MI SW FROM ASHPORT.
 FE1605'1.8 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 FE1605'ASHPORT, LAUDERDALE COUNTY, THENCE 0.6 MILE SOUTH ALONG A DIRT
 FE1605'ROAD, 18 FEET NORTH OF THE NORTH END OF THE FORK, ON THE JOHNSON
 FE1605'FARM, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 88.5 FEET
 FE1605'SOUTH OF A 3-FOOT PECAN TREE, 0.8 FOOT EAST OF A WHITE WOODEN
 FE1605'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 FE1605'A 3 1/2 INCH IRON PIPE BEARING A MRC STANDARD CAP AND PROJECTING
 FE1605'0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0627 ***********************************************************************
 FD0627  DESIGNATION -  JOHNSON RM 1
 FD0627  PID         -  FD0627
 FD0627  STATE/COUNTY-  TN/MAURY
 FD0627  USGS QUAD   -  CARTERS CREEK (1982)
 FD0627
 FD0627                         *CURRENT SURVEY CONTROL
 FD0627  ___________________________________________________________________
 FD0627* NAD 83(1986)-  35 41 23.     (N)    086 59 32.     (W)     SCALED    
 FD0627* NAVD 88     -       231.924  (meters)     760.90   (feet)  ADJUSTED  
 FD0627  ___________________________________________________________________
 FD0627  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD0627  DYNAMIC HT  -         231.720 (meters)     760.23  (feet)  COMP
 FD0627  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0627
 FD0627  VERT ORDER  -  SECOND    CLASS 0
 FD0627
 FD0627.The horizontal coordinates were scaled from a topographic map and have
 FD0627.an estimated accuracy of +/- 6 seconds.
 FD0627
 FD0627.The orthometric height was determined by differential leveling
 FD0627.and adjusted by the National Geodetic Survey in June 1991..
 FD0627
 FD0627.The geoid height was determined by GEOID03.
 FD0627
 FD0627.The dynamic height is computed by dividing the NAVD 88
 FD0627.geopotential number by the normal gravity value computed on the
 FD0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0627.degrees latitude (g = 980.6199 gals.).
 FD0627
 FD0627.The modeled gravity was interpolated from observed gravity values.
 FD0627
 FD0627;                    North         East    Units  Estimated Accuracy
 FD0627;SPC TN       -   150,950.      510,190.      MT  (+/- 180 meters Scaled)
 FD0627
 FD0627                          SUPERSEDED SURVEY CONTROL
 FD0627
 FD0627  NGVD 29 (??/??/??)  231.91   (m)          760.9    (f) RESET       3  
 FD0627
 FD0627.Superseded values are not recommended for survey control.
 FD0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0627.See file dsdata.txt to determine how the superseded data were derived.
 FD0627
 FD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE007495(NAD 83)
 FD0627_MARKER: DD = SURVEY DISK
 FD0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0627_STAMPING: JOHNSON RM 1 1962
 FD0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0627+STABILITY: SURFACE MOTION
 FD0627
 FD0627  HISTORY     - Date     Condition        Report By
 FD0627  HISTORY     - 1962     MONUMENTED       TNHD
 FD0627  HISTORY     - 1963     GOOD             TNHD
 FD0627  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0627
 FD0627                          STATION DESCRIPTION
 FD0627
 FD0627'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0627'6 MI SW FROM SPRING HILL.
 FD0627'THE MARK IS LOCATED AT THE JOHNSON 1962 STATION SITE, 114
 FD0627'FEET SOUTH OF UTILITY POLE NO. 121 AND 35 FEET WEST OF THE CENTER
 FD0627'LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31.  IT IS SET IN
 FD0627'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0627
 FD0627                          STATION RECOVERY (1984)
 FD0627
 FD0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0627'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0625 ***********************************************************************
 FD0625  DESIGNATION -  JOHNSON RM 2
 FD0625  PID         -  FD0625
 FD0625  STATE/COUNTY-  TN/MAURY
 FD0625  USGS QUAD   -  CARTERS CREEK (1982)
 FD0625
 FD0625                         *CURRENT SURVEY CONTROL
 FD0625  ___________________________________________________________________
 FD0625* NAD 83(1986)-  35 41 23.     (N)    086 59 32.     (W)     SCALED    
 FD0625* NAVD 88     -       233.403  (meters)     765.76   (feet)  ADJUSTED  
 FD0625  ___________________________________________________________________
 FD0625  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD0625  DYNAMIC HT  -         233.197 (meters)     765.08  (feet)  COMP
 FD0625  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0625
 FD0625  VERT ORDER  -  SECOND    CLASS 0
 FD0625
 FD0625.The horizontal coordinates were scaled from a topographic map and have
 FD0625.an estimated accuracy of +/- 6 seconds.
 FD0625
 FD0625.The orthometric height was determined by differential leveling
 FD0625.and adjusted by the National Geodetic Survey in June 1991..
 FD0625
 FD0625.The geoid height was determined by GEOID03.
 FD0625
 FD0625.The dynamic height is computed by dividing the NAVD 88
 FD0625.geopotential number by the normal gravity value computed on the
 FD0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0625.degrees latitude (g = 980.6199 gals.).
 FD0625
 FD0625.The modeled gravity was interpolated from observed gravity values.
 FD0625
 FD0625;                    North         East    Units  Estimated Accuracy
 FD0625;SPC TN       -   150,950.      510,190.      MT  (+/- 180 meters Scaled)
 FD0625
 FD0625                          SUPERSEDED SURVEY CONTROL
 FD0625
 FD0625  NGVD 29 (??/??/??)  233.38   (m)          765.7    (f) RESET       3  
 FD0625
 FD0625.Superseded values are not recommended for survey control.
 FD0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0625.See file dsdata.txt to determine how the superseded data were derived.
 FD0625
 FD0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE007495(NAD 83)
 FD0625_MARKER: DD = SURVEY DISK
 FD0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0625_STAMPING: JOHNSON RM 2 1962
 FD0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0625+STABILITY: SURFACE MOTION
 FD0625
 FD0625  HISTORY     - Date     Condition        Report By
 FD0625  HISTORY     - 1962     MONUMENTED       TNHD
 FD0625  HISTORY     - 1963     GOOD             TNHD
 FD0625  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0625
 FD0625                          STATION DESCRIPTION
 FD0625
 FD0625'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0625'6 MI SW FROM SPRING HILL.
 FD0625'THE MARK IS LOCATED AT THE JOHNSON 1962 STATION SITE, 74.7 FEET
 FD0625'WEST OF A WITNESS POST AND 44 FEET NORTH OF THE CENTER LINE OF
 FD0625'HARLAN ROAD.  IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0625'MONUMENT.
 FD0625
 FD0625                          STATION RECOVERY (1984)
 FD0625
 FD0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0625'THE CONCRETE POST WAS FOUND ALL CHIPPED UP BUT THE DISK WAS NOT
 FD0625'LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1604 ***********************************************************************
 FE1604  DESIGNATION -  JOHNSON TBM
 FE1604  PID         -  FE1604
 FE1604  STATE/COUNTY-  TN/LAUDERDALE
 FE1604  USGS QUAD   -  GOLDDUST (1983)
 FE1604
 FE1604                         *CURRENT SURVEY CONTROL
 FE1604  ___________________________________________________________________
 FE1604* NAD 83(1986)-  35 37 45.     (N)    089 48 45.     (W)     SCALED    
 FE1604* NAVD 88     -        76.50   (+/-2cm)     251.0    (feet)  VERTCON   
 FE1604  ___________________________________________________________________
 FE1604  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1604
 FE1604  VERT ORDER  -  ? (See Below)
 FE1604
 FE1604.The horizontal coordinates were scaled from a topographic map and have
 FE1604.an estimated accuracy of +/- 6 seconds.
 FE1604
 FE1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1604.The vertical order pertains to the NGVD 29 superseded value.
 FE1604
 FE1604.The geoid height was determined by GEOID03.
 FE1604
 FE1604;                    North         East    Units  Estimated Accuracy
 FE1604;SPC TN       -   150,500.      254,750.      MT  (+/- 180 meters Scaled)
 FE1604
 FE1604                          SUPERSEDED SURVEY CONTROL
 FE1604
 FE1604  NGVD 29 (??/??/??)   76.465  (m)          250.87   (f) ADJUSTED    ?  
 FE1604
 FE1604.Superseded values are not recommended for survey control.
 FE1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1604.See file dsdata.txt to determine how the superseded data were derived.
 FE1604
 FE1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE453464(NAD 83)
 FE1604_MARKER: S = SPIKE
 FE1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1604_SP_SET: PECAN TREE
 FE1604_STAMPING: TBM JOHNSON
 FE1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1604
 FE1604  HISTORY     - Date     Condition        Report By
 FE1604  HISTORY     - UNK      MONUMENTED       MRC
 FE1604  HISTORY     - 1957     GOOD             CGS
 FE1604
 FE1604                          STATION DESCRIPTION
 FE1604
 FE1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1604'3.8 MI SW FROM ASHPORT.
 FE1604'3.2 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1604'THENCE 0.6 MILE SOUTH ALONG A FARM ROAD, 16 FEET EAST OF THE
 FE1604'CENTER LINE OF THE ROAD, 86 1/2 FEET NORTH OF PBM JOHNSON, ON
 FE1604'TOP OF A ROOT ON THE SOUTH SIDE OF A LONE 48-INCH PECAN TREE,
 FE1604'A SPIKE DRIVEN THROUGH A METAL PLATE PAINTED YELLOW AND ABOUT
 FE1604'2 1/2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1577 ***********************************************************************
 GC1577  DESIGNATION -  JOHNSONVILLE
 GC1577  PID         -  GC1577
 GC1577  STATE/COUNTY-  TN/HUMPHREYS
 GC1577  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1577
 GC1577                         *CURRENT SURVEY CONTROL
 GC1577  ___________________________________________________________________
 GC1577* NAD 83(1986)-  36 03 45.     (N)    087 57 53.     (W)     SCALED    
 GC1577* NAVD 88     -       113.955  (meters)     373.87   (feet)  ADJUSTED  
 GC1577  ___________________________________________________________________
 GC1577  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GC1577  DYNAMIC HT  -         113.858 (meters)     373.55  (feet)  COMP
 GC1577  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GC1577
 GC1577  VERT ORDER  -  FIRST     CLASS II
 GC1577
 GC1577.The horizontal coordinates were scaled from a topographic map and have
 GC1577.an estimated accuracy of +/- 6 seconds.
 GC1577
 GC1577.The orthometric height was determined by differential leveling
 GC1577.and adjusted by the National Geodetic Survey in June 1991..
 GC1577
 GC1577.The geoid height was determined by GEOID03.
 GC1577
 GC1577.The dynamic height is computed by dividing the NAVD 88
 GC1577.geopotential number by the normal gravity value computed on the
 GC1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1577.degrees latitude (g = 980.6199 gals.).
 GC1577
 GC1577.The modeled gravity was interpolated from observed gravity values.
 GC1577
 GC1577;                    North         East    Units  Estimated Accuracy
 GC1577;SPC TN       -   193,630.      423,010.      MT  (+/- 180 meters Scaled)
 GC1577
 GC1577                          SUPERSEDED SURVEY CONTROL
 GC1577
 GC1577  NGVD 29 (??/??/92)  113.987  (m)          373.97   (f) ADJ UNCH    1 2
 GC1577
 GC1577.Superseded values are not recommended for survey control.
 GC1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1577.See file dsdata.txt to determine how the superseded data were derived.
 GC1577
 GC1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE131913(NAD 83)
 GC1577_MARKER: DD = SURVEY DISK
 GC1577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1577_SP_SET: STEP
 GC1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1577
 GC1577  HISTORY     - Date     Condition        Report By
 GC1577  HISTORY     - UNK      MONUMENTED       DOD
 GC1577  HISTORY     - 1947     GOOD             NGS
 GC1577
 GC1577                          STATION DESCRIPTION
 GC1577
 GC1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1577'2.6 MI W FROM DENVER.
 GC1577'2.6 MILES WEST ALONG A GRAVEL ROAD (THE ABANDONED RAILWAY GRADE)
 GC1577'FROM THE POST OFFICE AT DENVER, ABOUT 0.2 MILE WEST AND 3.4
 GC1577'MILES NORTH ALONG A GRAVEL FROM THE STATION AT JOHNSONVILLE,
 GC1577'ABOUT 160 FEET EAST OF THE SITE OF THE NASHVILLE, CHATTANOOGA
 GC1577'AND ST. LOUIS RAILWAY STATION AT ABANDONED JOHNSONVILLE, AT THE
 GC1577'SITE OF A STORE WHICH HAS BEEN TORN DOWN, 68 FEET EAST OF THE
 GC1577'NORTHEAST CORNER OF A SMALL CAMP CABIN, 71 FEET SOUTH OF THE
 GC1577'CENTER LINE OF THE OLD RAILWAY BED, NEAR THE MIDDLE OF THE NORTH
 GC1577'SIDE OF AN OLD CONCRETE LOADING PLATFORM, ON THE TOP OF THE WEST
 GC1577'END OF THE MIDDLE CONCRETE STEP, AND ABOUT 2-1/2 FEET ABOVE
 GC1577'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2456 ***********************************************************************
 GA2456  DESIGNATION -  JONES
 GA2456  PID         -  GA2456
 GA2456  STATE/COUNTY-  TN/KNOX
 GA2456  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2456
 GA2456                         *CURRENT SURVEY CONTROL
 GA2456  ___________________________________________________________________
 GA2456* NAD 83(1995)-  36 01 11.70337(N)    083 54 50.11351(W)     ADJUSTED  
 GA2456* NAVD 88     -       351.587  (meters)    1153.50   (feet)  ADJUSTED  
 GA2456  ___________________________________________________________________
 GA2456  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GA2456  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2456  DYNAMIC HT  -         351.262 (meters)    1152.43  (feet)  COMP
 GA2456  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 GA2456
 GA2456  HORZ ORDER  -  SECOND
 GA2456  VERT ORDER  -  SECOND    CLASS 0
 GA2456
 GA2456.The horizontal coordinates were established by classical geodetic methods
 GA2456.and adjusted by the National Geodetic Survey in April 1999..
 GA2456
 GA2456.The orthometric height was determined by differential leveling
 GA2456.and adjusted by the National Geodetic Survey in June 1991..
 GA2456
 GA2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2456
 GA2456.The geoid height was determined by GEOID03.
 GA2456
 GA2456.The dynamic height is computed by dividing the NAVD 88
 GA2456.geopotential number by the normal gravity value computed on the
 GA2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2456.degrees latitude (g = 980.6199 gals.).
 GA2456
 GA2456.The modeled gravity was interpolated from observed gravity values.
 GA2456
 GA2456;                    North         East     Units Scale Factor Converg.
 GA2456;SPC TN       -   189,129.286   788,018.365   MT  0.99995364   +1 13 16.6
 GA2456;SPC TN       -   620,501.67  2,585,356.92   sFT  0.99995364   +1 13 16.6
 GA2456;UTM  17      - 3,990,086.357   237,406.135   MT  1.00044974   -1 42 52.4
 GA2456
 GA2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2456!SPC TN       -   0.99994965  x   0.99995364  =   0.99990329
 GA2456!UTM  17      -   0.99994965  x   1.00044974  =   1.00039936
 GA2456
 GA2456:                Primary Azimuth Mark                     Grid Az
 GA2456:SPC TN       -  KNOXVILLE RADIO STA WNOX MAST            027 03 01.6
 GA2456:UTM  17      -  KNOXVILLE RADIO STA WNOX MAST            029 59 10.6
 GA2456
 GA2456|---------------------------------------------------------------------|
 GA2456| PID    Reference Object                     Distance      Geod. Az  |
 GA2456|                                                           dddmmss.s |
 GA2456| GA3548 KNOXVILLE RADIO STA WNOX MAST       APPROX. 2.9 KM 0281618.2 |
 GA2456| GA2457 JONES RM 1                           22.051 METERS 12529     |
 GA2456| FB2656 KNOXVILLE C B ATKIN CO TANK         APPROX. 3.5 KM 2202032.1 |
 GA2456| GA2455 JONES RM 2                           47.116 METERS 24502     |
 GA2456|---------------------------------------------------------------------|
 GA2456
 GA2456                          SUPERSEDED SURVEY CONTROL
 GA2456
 GA2456  NAD 83(1995)-  36 01 11.71026(N)    083 54 50.11210(W) AD(       ) 2
 GA2456  NAD 83(1995)-  36 01 11.71025(N)    083 54 50.11208(W) AD(       ) 2
 GA2456  NAD 83(1995)-  36 01 11.71222(N)    083 54 50.11158(W) AD(       ) 2
 GA2456  NAD 83(1986)-  36 01 11.71768(N)    083 54 50.10966(W) AD(       ) 2
 GA2456  NAD 27      -  36 01 11.41960(N)    083 54 50.44610(W) AD(       ) 2
 GA2456  NGVD 29 (??/??/92)  351.719  (m)         1153.93   (f) ADJ UNCH    2 0
 GA2456
 GA2456.Superseded values are not recommended for survey control.
 GA2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2456.See file dsdata.txt to determine how the superseded data were derived.
 GA2456
 GA2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3740690086(NAD 83)
 GA2456_MARKER: DE = TRAVERSE STATION DISK
 GA2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2456_STAMPING: JONES 1960
 GA2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2456+STABILITY: SURFACE MOTION
 GA2456
 GA2456  HISTORY     - Date     Condition        Report By
 GA2456  HISTORY     - 1960     MONUMENTED       CGS
 GA2456  HISTORY     - 1961     GOOD             NGS
 GA2456  HISTORY     - 1980     GOOD             NGS
 GA2456  HISTORY     - 1980     GOOD             NGS
 GA2456  HISTORY     - 1982     GOOD             LOCENG
 GA2456
 GA2456                          STATION DESCRIPTION
 GA2456
 GA2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2456'THE STATION IS LOCATED ON SHARP RIDGE, ABOUT 3-1/2 MILES NORTH OF
 GA2456'DOWNTOWN KNOXVILLE, 0.2
 GA2456'MILE NORTH OF THE WITTLE SPRINGS GOLF COURSE, AND 0.15
 GA2456'MILE EAST OF THE MOST NORTHEAST
 GA2456'CORNER OF THE KNOXVILLE CITY LIMITS.
 GA2456'
 GA2456'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GA2456'MERCHANTS DRIVE AND
 GA2456'CLINTON PIKE, (U.  S.  HIGHWAY 25W), IN NORWOOD, GO
 GA2456'SOUTHEASTERLY ON CLINTON
 GA2456'PIKE FOR 0.95 MILE TO TILLERY ROAD.  TURN
 GA2456'LEFT, NORTHEAST, ON TILLERY ROAD FOR 0.4
 GA2456'MILE TO CENTRAL AVENUE PIKE,
 GA2456'TURN RIGHT, SOUTHEAST, ON CENTRAL AVENUE PIKE FOR 0.35 MILE
 GA2456'TO DUTCH VALLEY
 GA2456'DRIVE ON THE LEFT.  TURN LEFT, NORTHEAST, ON DUTCH VALLEY
 GA2456'DRIVE FOR 2.15 MILES TO
 GA2456'NORTH BROADWAY, (U.  S.  HIGHWAY 441), TURN
 GA2456'RIGHT, SOUTH, ON NORTH BROADW BROADWAY FOR
 GA2456'0.2 MILE TO MINERAL
 GA2456'SPRINGS ROAD NE ON THE LEFT.  TURN LEFT, NORTHEAST, ON
 GA2456'MINERAL
 GA2456'SPRINGS ROAD NE FOR 0.25 MILE TO WITTLE SPRINGS ROAD, TURN RIGHT,
 GA2456'SOUTHEAST, ON
 GA2456'WITTLE SPRINGS ROAD FOR 0.25 MILE TO VALLEY VIEW ROAD
 GA2456'NE, TURN LEFT, NORTHEAST, ON
 GA2456'VALLEY VIEW ROAD NE FOR 0.45 MILE TO A
 GA2456'GRAVEL ROAD LEFT JUST BEFORE REACHING THE R.
 GA2456'S.  MOORE STORE ON THE
 GA2456'LEFT AND THE WITTLE SPRINGS GOLF COURSE CLUBHOUSE ON THE RIGHT.
 GA2456'TURN LEFT AND GO
 GA2456'NORTHERLY ON THIS GRAVELED ROAD FOR 0.2 MILE TO WHERE THE
 GA2456'ROAD CURVES TO THE LEFT AND A
 GA2456'DRIVEWAY STRAIGHT AHEAD, CONTINUE
 GA2456'STRAIGHT AHEAD ON THE DRIVEWAY FOR ABOUT 75
 GA2456'YARDS TO WHERE THE
 GA2456'DRIVEWAY CURVES LEFT AND THE STATION ON A SMALL RIDGE ABOUT 20
 GA2456'YARDS TO THE
 GA2456'NORTHWEST.
 GA2456'
 GA2456'THE STATION IS A STANDARD TRAVERSE DISK, STAMPED JONES 1960, SET IN A
 GA2456'10 INCH, SQUARE, CONCRETE
 GA2456'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 120 FEET
 GA2456'NORTHEAST OF THE JONES RESIDENCE,
 GA2456'58 FEET NORTHEAST OF THE CENTER OF
 GA2456'THE DRIVEWAY AT THE CURVE, 27 FEET NORTH OF A LARGE
 GA2456'OAK TREE, AND 3.1
 GA2456'FEET SOUTHWEST OF A WITNESS SIGN.
 GA2456'
 GA2456'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED JONES NO 1 1960, SET
 GA2456'IN A 10-INCH, SQUARE,
 GA2456'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS ON
 GA2456'THE WEST SLOPE OF THE HILL, 70.0
 GA2456'FEET SOUTHEAST OF A WITNESS SIGN,
 GA2456'AND 31 FEET NORTHEAST OF THE CENTER OF THE DRIVE.
 GA2456'
 GA2456'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED JONES NO 2 1960, SET
 GA2456'IN A 10-INCH, SQUARE,
 GA2456'CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 57.6 FEET
 GA2456'WEST OF THE NORTHWEST CORNER OF THE
 GA2456'JONES RESIDENCE, 3 FEET NORTH OF
 GA2456'A 12-INCH PINE TREE, AND ABOUT 6 FEET BELOW THE
 GA2456'ELEVATION OF THE
 GA2456'STATION.
 GA2456'
 GA2456'NO AZIMUTH MARK WAS ESTABLISHED AS NO SUITABLE LOCATION COULD BE
 GA2456'FOUND.  THE KNOXVILLE, C.
 GA2456'B.  ATKIN CO.  WATER TANK ABOUT 2 MILES SOUTHWEST OF
 GA2456'THE STATION WILL SERVE AS AN
 GA2456'AZIMUTH MARK.
 GA2456'
 GA2456'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 GA2456
 GA2456                          STATION RECOVERY (1961)
 GA2456
 GA2456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA2456'IN NORTHEAST KNOXVILLE.
 GA2456'FROM THE INTERSECTION OF BROADWAY AND GREENWAY DRIVE IN NORTHEAST
 GA2456'KNOXVILLE, GO 0.5 MILE EAST ON GREENWAY DRIVE TO NORA ROAD, THEN
 GA2456'GO 0.2 MILE SOUTHEAST ON NORA ROAD TO A RAILROAD CROSSING, CONTINUE
 GA2456'STRAIGHT AHEAD, UP THE SIDE OF A STEEP HILL FOR ABOUT 0.15 MILE TO
 GA2456'THE CREST OF THE HILL AND THE STATION.  THE STATION MARK IS 120
 GA2456'FT. NORTHEAST OF THE JONES RESIDENCE, 58 FT. NORTHEAST OF THE
 GA2456'CENTER OF A DRIVEWAY AT THE CURVE, 27 FT. NORTH OF A LARGE OAK
 GA2456'TREE, AND 3.3 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK IS SET
 GA2456'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GA2456
 GA2456                          STATION RECOVERY (1980)
 GA2456
 GA2456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2456'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GA2456'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND IS ASSUMED DESTROYED
 GA2456'BY GRADING.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE
 GA2456'MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GA2456'
 GA2456'THE STATION IS LOCATED ON SHARP RIDGE, ABOUT 3.5 MILES NORTH OF
 GA2456'DOWNTOWN KNOXVILLE, 0.2 MILE NORTH OF THE WITTLE SPRINGS GOLF COURSE,
 GA2456'ON THE PROPERTY OF MR. C.E. JONES, 25 FEET SOUTHEAST OF AN 18 INCH
 GA2456'OAK TREE, 120 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE JONES
 GA2456'HOME AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT
 GA2456'PROJECTS 2 INCHES AND THE DISK IS STAMPED---JONES 1960---
 GA2456'
 GA2456'REFERENCE MARK 1 IS 3 FEET NORTH OF THE EXTENDED NORTH WALL OF
 GA2456'THE HOUSE, ABOUT 150 FEET EAST OF THE NORTHEAST CORNER OF THE
 GA2456'HOUSE AND 17 FEET NORTHWEST OF A 14 INCH BLACK OAK TREE.  THE MONUMENT
 GA2456'PROJECTS 2 INCHES AND THE DISK IS STAMPED---JONES NO 1 1960---
 GA2456'
 GA2456'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM MONUMENT,
 GA2456'STAMPED---JONES 1960 NO 3 1980---PROJECTING 4 INCHES, 2 FEET NORTH
 GA2456'OF THE CENTER OF A TRAIL AND 8 FEET WEST OF AN 8 INCH OAK TREE.
 GA2456
 GA2456                          STATION RECOVERY (1980)
 GA2456
 GA2456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2456'THE MARK IS LOCATED ON SHARP RIDGE,0.2 MILE NORTH OF THE WITTLE
 GA2456'SPRINGS GOLF COURSE, ON THE PROPERTY OF C.E.JONES AND 25 FEET SOUTH
 GA2456'EAST OF AN 18 INCH OAK TREE.
 GA2456
 GA2456                          STATION RECOVERY (1982)
 GA2456
 GA2456'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2456'JONES 1960 RECOVERED IN GOOD CONDITION.  DESCRIPTION NEEDS TO BE
 GA2456'REWRITTEN TO READ--FROM THE INTERSECTION OF WHITTLE SPRINGS RD AND
 GA2456'WHITE OAK LN IN NORTHEAST KNOXVILLE, GO .43 MILES TO INTERSECTION
 GA2456'OF WHITE OAK LN AND VALLEY VIEW DR. THENCE APPROX. 275 FT.
 GA2456'NORTHEAST ON VALLEY VIEW DR TO A T ROAD (SAYLOR CRT) LEADING N. W.
 GA2456'CONTINUE UP THIS ROAD (SAYLOR) APPROX. .16 MILES TO A ONE-TIME DRIVE,
 GA2456'BEING A CUT ON THE HILL, 25 FT. W. OF TRANS. AND LIGHT POLE NO.
 GA2456'14178 THEN FOLLOW THE CUT ON THE HILL IN A N. BY NORTHWESTERLY
 GA2456'DIRECTION THRU A WOODED AREA APPROX. 170 FT. TO THE STATION.  THE
 GA2456'SAID STATION MARK IS ALSO ON THE CREST OF THE HILL 120 FT. N. E. OF
 GA2456'THE JONES RESIDENCE AT 3936 SAYLOR CT. AND 3.3 FT. S. W. OF A
 GA2456'WITNESS SIGN.  THE DISK IS SET ON TOP OF A CONCRETE POST PROJECTING
 GA2456'2 INCHES.  (CITY BLOCK NO. 33230)
 GA2456'
 GA2456'JONES NO. 1 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 GA2456'DESCRIBED.  (CITY BLK 33230)
 GA2456'
 GA2456'JONES NO. 2 1960 SEARCHED FOR - NOT RECOVERED - THIS AREA HAS BEEN
 GA2456'RELANDSCAPED AND THE REFERENCE MARK MAY HAVE BEEN REMOVED.
 GA2456'(CITY BLK 33230)
 GA2456'
 GA2456'JONES NO. 3 1960, 1980 RECOVERED IN GOOD CONDITION.  THIS IS A NEW
 GA2456'MARK, CURRENTLY NOT LISTED IN THE LATEST SET OF DESCRIPTIONS.  IT IS
 GA2456'LOCATED APPROX. 27 FT. N. E. OF THE TRAVERSE STATION MARK, ON THE
 GA2456'WEST FACE OF THE CREST OF A HILL.  (CITY BLK 33230)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3359 ***********************************************************************
 GA3359  DESIGNATION -  JONES
 GA3359  PID         -  GA3359
 GA3359  STATE/COUNTY-  TN/SULLIVAN
 GA3359  USGS QUAD   -  BLOUNTVILLE (1978)
 GA3359
 GA3359                         *CURRENT SURVEY CONTROL
 GA3359  ___________________________________________________________________
 GA3359* NAD 83(1995)-  36 33 07.17632(N)    082 20 41.97636(W)     ADJUSTED  
 GA3359* NAVD 88     -       581.7    (meters)    1908.     (feet)  VERTCON   
 GA3359  ___________________________________________________________________
 GA3359  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 GA3359  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA3359
 GA3359  HORZ ORDER  -  SECOND
 GA3359
 GA3359.The horizontal coordinates were established by classical geodetic methods
 GA3359.and adjusted by the National Geodetic Survey in April 1999..
 GA3359
 GA3359.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3359
 GA3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3359
 GA3359.The geoid height was determined by GEOID03.
 GA3359
 GA3359;                    North         East     Units Scale Factor Converg.
 GA3359;SPC TN       -   252,275.807   927,169.703   MT  1.00002680   +2 08 23.2
 GA3359;SPC TN       -   827,674.88  3,041,889.27   sFT  1.00002680   +2 08 23.2
 GA3359;UTM  17      - 4,046,016.944   379,626.094   MT  0.99977852   -0 48 04.0
 GA3359
 GA3359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3359!SPC TN       -   0.99991364  x   1.00002680  =   0.99994044
 GA3359!UTM  17      -   0.99991364  x   0.99977852  =   0.99969218
 GA3359
 GA3359|---------------------------------------------------------------------|
 GA3359| PID    Reference Object                     Distance      Geod. Az  |
 GA3359|                                                           dddmmss.s |
 GA3359| DB9507 JONES RM 1                          100.279 METERS 04225     |
 GA3359| DB9508 JONES RM 2                           15.736 METERS 14123     |
 GA3359| GA0333 COX                                 APPROX. 2.7 KM 2412032.9 |
 GA3359|---------------------------------------------------------------------|
 GA3359
 GA3359                          SUPERSEDED SURVEY CONTROL
 GA3359
 GA3359  NAD 83(1995)-  36 33 07.17904(N)    082 20 41.97714(W) AD(       ) 2
 GA3359  NAD 83(1995)-  36 33 07.18660(N)    082 20 41.99010(W) AD(       ) 2
 GA3359  NAD 83(1995)-  36 33 07.18620(N)    082 20 41.98115(W) AD(       ) 2
 GA3359  NAD 83(1986)-  36 33 07.18777(N)    082 20 41.98280(W) AD(       ) 2
 GA3359  NAD 27      -  36 33 06.80891(N)    082 20 42.48078(W) AD(       ) 2
 GA3359  NGVD 29 (07/19/86)  581.8    (m)         1909.     (f) VERT ANG       
 GA3359
 GA3359.Superseded values are not recommended for survey control.
 GA3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3359.See file dsdata.txt to determine how the superseded data were derived.
 GA3359
 GA3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA7962646017(NAD 83)
 GA3359_MARKER: DE = TRAVERSE STATION DISK
 GA3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3359
 GA3359  HISTORY     - Date     Condition        Report By
 GA3359  HISTORY     - 1961     MONUMENTED       CGS
 GA3359  HISTORY     - 1963     GOOD             CGS
 GA3359
 GA3359                          STATION DESCRIPTION
 GA3359
 GA3359'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3359'THE STATION IS LOCATED ON THE PROPERTY OF B. A. JONES, D. V. M.,
 GA3359'ABOUT 9 MILES SOUTHWEST OF
 GA3359'BRISTOL AND 2 MILES NORTH OF BLOUNTVILLE.
 GA3359'
 GA3359'TO REACH THE STATION FROM THE COURTHOUSE IN BLOUNTVILLE, GO WEST
 GA3359'ABOUT 100 YARDS TO A
 GA3359'TRAFFIC LIGHT AND A SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 GA3359'GO NORTHERLY ON A HARD
 GA3359'SURFACE ROAD FOR 2.0 MILES TO A CROSSROAD, A
 GA3359'CHURCH ON THE RIGHT AND THE NEIGBORHOOD
 GA3359'GROCERY ON THE LEFT, TURN
 GA3359'LEFT AND GO 0.55 MILE TO A WHITE FRAME HOUSE ON THE RIGHT
 GA3359'AND A TRACK ROAD
 GA3359'ON THE LEFT, TURN LEFT ON THE TRACK ROAD AND GO 0.2 MILE TO A
 GA3359'GAP IN FENCE, PROCEED
 GA3359'SOUTHEAST ABOUT 100 YARDS TO POWERLINE TOWER
 GA3359'AND THE STATION.
 GA3359'
 GA3359'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED JONES 1961, SET
 GA3359'IN A SQUARE CONCRETE
 GA3359'MONUMENT WHICH IS 1 FOOT BELOW THE SURFACE.  IT IS
 GA3359'54.1 FEET NORTHWEST OF THE
 GA3359'NORTHEAST LEG OF POWERLINE TOWER, 48.4
 GA3359'FEET NORTH OF THE NORTHWEST LEG OF TOWER AND
 GA3359'3 FEET EAST OF A WIRE
 GA3359'FENCE.
 GA3359'
 GA3359'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED JONES NO 1 1961, SET
 GA3359'IN A SQUARE CONCRETE
 GA3359'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 1.9 FEET
 GA3359'SOUTHWEST OF A WITNESS POST AND
 GA3359'SIGN AND SET AT THE EAST EDGE OF
 GA3359'CLEARING AND AT THE WEST EDGE OF TIMBER, ACROSS
 GA3359'CLEARING AND SADDLE
 GA3359'FROM STATION.
 GA3359'
 GA3359'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED JONES NO 2 1961, SET
 GA3359'IN A SQUARE CONCRETE
 GA3359'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 12 FEET EAST
 GA3359'OF A WIRE FENCE, 8.8 FEET WEST OF
 GA3359'THE NORTHEAST LEG OF POWERLINE
 GA3359'TOWER, 8.2 FEET EAST OF THE NORTHWEST LEG OF TOWER
 GA3359'AND ABOUT 2 FEET
 GA3359'BELOW THE STATION ELEVATION.
 GA3359'
 GA3359'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 GA3359'STATION COX WILL SERVE
 GA3359'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 GA3359'
 GA3359'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GA3359
 GA3359                          STATION RECOVERY (1963)
 GA3359
 GA3359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 GA3359'THE STATION AND REFERENCE MRAK NUMBER 1 WAS RECOVERED IN GOOD
 GA3359'CONDITION AS DESCRIBED.
 GA3359'NO SEARCH WAS MADE FOR REFERENCE MARK NUMBER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2607 ***********************************************************************
 GB2607  DESIGNATION -  JONES
 GB2607  PID         -  GB2607
 GB2607  STATE/COUNTY-  TN/MORGAN
 GB2607  USGS QUAD   -  PILOT MOUNTAIN (1980)
 GB2607
 GB2607                         *CURRENT SURVEY CONTROL
 GB2607  ___________________________________________________________________
 GB2607* NAD 83(1995)-  36 13 19.40683(N)    084 40 04.39233(W)     ADJUSTED  
 GB2607* NAVD 88     -       487.8    (meters)    1600.     (feet)  VERTCON   
 GB2607  ___________________________________________________________________
 GB2607  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 GB2607  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GB2607
 GB2607  HORZ ORDER  -  SECOND
 GB2607
 GB2607.The horizontal coordinates were established by classical geodetic methods
 GB2607.and adjusted by the National Geodetic Survey in April 1999..
 GB2607
 GB2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2607
 GB2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2607
 GB2607.The geoid height was determined by GEOID03.
 GB2607
 GB2607;                    North         East     Units Scale Factor Converg.
 GB2607;SPC TN       -   210,369.288   719,763.482   MT  0.99997127   +0 46 47.5
 GB2607;SPC TN       -   690,186.57  2,361,424.02   sFT  0.99997127   +0 46 47.5
 GB2607;UTM  16      - 4,011,099.972   709,614.603   MT  1.00014140   +1 22 42.9
 GB2607
 GB2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2607!SPC TN       -   0.99992799  x   0.99997127  =   0.99989927
 GB2607!UTM  16      -   0.99992799  x   1.00014140  =   1.00006938
 GB2607
 GB2607|---------------------------------------------------------------------|
 GB2607| PID    Reference Object                     Distance      Geod. Az  |
 GB2607|                                                           dddmmss.s |
 GB2607| DB9510 JONES RM 1                           22.689 METERS 08504     |
 GB2607| DB9509 JONES AZ MK                                        1410554.3 |
 GB2607| GB2608 PILOT MTN SO RR MICROWAVE MAST      APPROX. 4.6 KM 1553618.1 |
 GB2607| DB9511 JONES RM 2                           20.828 METERS 25403     |
 GB2607| GB2593 SUNBRIGHT SHIRT CORP TANK           APPROX. 4.0 KM 3512535.4 |
 GB2607|---------------------------------------------------------------------|
 GB2607
 GB2607                          SUPERSEDED SURVEY CONTROL
 GB2607
 GB2607  NAD 83(1995)-  36 13 19.41103(N)    084 40 04.39329(W) AD(       ) 2
 GB2607  NAD 83(1995)-  36 13 19.41425(N)    084 40 04.39766(W) AD(       ) 2
 GB2607  NAD 83(1986)-  36 13 19.41732(N)    084 40 04.39363(W) AD(       ) 2
 GB2607  NAD 27      -  36 13 19.13992(N)    084 40 04.58865(W) AD(       ) 2
 GB2607  NGVD 29 (07/19/86)  487.9    (m)         1601.     (f) VERT ANG       
 GB2607
 GB2607.Superseded values are not recommended for survey control.
 GB2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2607.See file dsdata.txt to determine how the superseded data were derived.
 GB2607
 GB2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF0961511100(NAD 83)
 GB2607_MARKER: DD = SURVEY DISK
 GB2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2607
 GB2607  HISTORY     - Date     Condition        Report By
 GB2607  HISTORY     - 1965     MONUMENTED       TNHD
 GB2607
 GB2607                          STATION DESCRIPTION
 GB2607
 GB2607'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2607'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF SUNBRIGHT.
 GB2607'
 GB2607'TO REACH THE STATION FROM THE POST OFFICE IN SUNBRIGHT, GO 1.6 MILES
 GB2607'SOUTH ON U.S. HIGHWAY 27 TO A GRAVELED DRIVE ON THE RIGHT,* TURN
 GB2607'RIGHT, WEST, AND GO 0.05 MILE TO A TRACK ROAD ON THE RIGHT LEADING
 GB2607'UPHILL, TURN RIGHT, NORTH, AND FOLLOW TRACK ROAD TO TOP OF HILL AT
 GB2607'A POWERLINE CLEARING AND THE STATION DESCRIBED.
 GB2607'
 GB2607'THE STATION IS 39 FEET WEST OF THE WEST EDGE OF THE POWERLINE
 GB2607'CLEARING, 34 FEET NORTHEAST OF A 12-INCH OAK TREE AND 20 FEET SOUTH
 GB2607'OF A 5-INCH PINE TREE. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2607'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED JONES
 GB2607'1965. THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE, THE
 GB2607'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GB2607'MONUMENT.
 GB2607'
 GB2607'REFERENCE MARK NO. 1 IS 25 FT E OF THE W EDGE OF THE CLEARING AND 5
 GB2607'FT SE OF A POWER POLE IN THE CENTER OF THE CLEARING. IT IS A STANDARD
 GB2607'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2607'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED JONES RM-1
 GB2607'1965.
 GB2607'
 GB2607'REFERENCE MARK NO. 2 IS 16 FEET SOUTHEAST OF A 6-INCH PINE TREE AND 7
 GB2607'FEET NORTHEAST OF A 4-INCH OAK TREE. IT IS A STANDARD TENNESSEE
 GB2607'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2607'CONCRETE MONUMENT AND THE DISK IS STAMPED JONES RM-2 1965.
 GB2607'
 GB2607'THE AZIMUTH MARK IS 43 FEET NORTH OF A TELEPHONE POLE, 23 FEET EAST
 GB2607'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 27, 5 FEET SOUTHEAST OF A
 GB2607'HIGHWAY SIGN (TENNESSEE U.S. 27) AND 1.7 FEET WEST OF A WITNESS POST
 GB2607'AND SIGN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2607'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2607'IS STAMPED JONES AZI 1965.
 GB2607'
 GB2607'TO REACH THE AZIMUTH MARK,* CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY
 GB2607'27 FOR 0.05 MILE SOUTHERLY TO THE MARK ON THE LEFT AS
 GB2607'DESCRIBED.
 GB2607'
 GB2607'PILOT MOUNTAIN, SOUTHERN RAILROAD MICROWAVE RELAY MAST WILL ALSO
 GB2607'SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 GB2607'
 GB2607'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB2607'
 GB2607'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2401 ***********************************************************************
 GC2401  DESIGNATION -  JONES
 GC2401  PID         -  GC2401
 GC2401  STATE/COUNTY-  TN/ROBERTSON
 GC2401  USGS QUAD   -  ORLINDA (1980)
 GC2401
 GC2401                         *CURRENT SURVEY CONTROL
 GC2401  ___________________________________________________________________
 GC2401* NAD 83(1995)-  36 32 00.33230(N)    086 39 00.55532(W)     ADJUSTED  
 GC2401* NAVD 88     -       244.0    (meters)     801.     (feet)  VERTCON   
 GC2401  ___________________________________________________________________
 GC2401  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GC2401  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GC2401
 GC2401  HORZ ORDER  -  SECOND
 GC2401
 GC2401.The horizontal coordinates were established by classical geodetic methods
 GC2401.and adjusted by the National Geodetic Survey in April 1999..
 GC2401
 GC2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2401
 GC2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2401
 GC2401.The geoid height was determined by GEOID03.
 GC2401
 GC2401;                    North         East     Units Scale Factor Converg.
 GC2401;SPC TN       -   244,298.702   541,776.112   MT  1.00002279   -0 22 50.3
 GC2401;SPC TN       -   801,503.32  1,777,477.13   sFT  1.00002279   -0 22 50.3
 GC2401;UTM  16      - 4,043,172.712   531,317.114   MT  0.99961208   +0 12 29.7
 GC2401
 GC2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2401!SPC TN       -   0.99996637  x   1.00002279  =   0.99998916
 GC2401!UTM  16      -   0.99996637  x   0.99961208  =   0.99957846
 GC2401
 GC2401:                Primary Azimuth Mark                     Grid Az
 GC2401:SPC TN       -  JONES AZ MK                              149 40 28.1
 GC2401:UTM  16      -  JONES AZ MK                              149 05 08.1
 GC2401
 GC2401|---------------------------------------------------------------------|
 GC2401| PID    Reference Object                     Distance      Geod. Az  |
 GC2401|                                                           dddmmss.s |
 GC2401| GC1029 JONES AZ MK                         APPROX. 1.0 KM 1491737.8 |
 GC2401| GC0553 HONEY                               APPROX. 4.6 KM 1993037.0 |
 GC2401| CG6662 JONES RM 1                           30.965 METERS 31330     |
 GC2401| CG6663 JONES RM 2                           33.345 METERS 35816     |
 GC2401|---------------------------------------------------------------------|
 GC2401
 GC2401                          SUPERSEDED SURVEY CONTROL
 GC2401
 GC2401  NAD 83(1995)-  36 32 00.33275(N)    086 39 00.55592(W) AD(       ) 2
 GC2401  NAD 83(1995)-  36 32 00.33928(N)    086 39 00.55907(W) AD(       ) 2
 GC2401  NAD 83(1986)-  36 32 00.34156(N)    086 39 00.55867(W) AD(       ) 2
 GC2401  NAD 27      -  36 32 00.18880(N)    086 39 00.57930(W) AD(       ) 2
 GC2401  NGVD 29 (07/19/86)  244.1    (m)          801.     (f) VERT ANG       
 GC2401
 GC2401.Superseded values are not recommended for survey control.
 GC2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2401.See file dsdata.txt to determine how the superseded data were derived.
 GC2401
 GC2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3131743173(NAD 83)
 GC2401_MARKER: DE = TRAVERSE STATION DISK
 GC2401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GC2401_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GC2401
 GC2401  HISTORY     - Date     Condition        Report By
 GC2401  HISTORY     - 1959     MONUMENTED       CGS
 GC2401  HISTORY     - 1968     GOOD             CGS
 GC2401
 GC2401                          STATION DESCRIPTION
 GC2401
 GC2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2401'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF PORTLAND, 4-1/2
 GC2401'MILES NORTH OF WHITE HOUSE, 1 MILE NORTHWEST OF THE INTERSECTION
 GC2401'OF U.S. HIGHWAY 31W AND STATE HIGHWAY 25 AND ON THE SUMMIT OF A KNOLL
 GC2401'ABOUT 250 FEET NORTHEAST OF STATE HIGHWAY 25 ON PROPERTY OWNED BY
 GC2401'MR. JAMES RAINWATER.
 GC2401'
 GC2401'TO REACH THE STATION FROM THE WHITE HOUSE POST OFFICE, GO NORTH ON
 GC2401'U.S. HIGHWAY 31W FOR 4.0 MILES TO A CROSSROAD, TURN LEFT ON STATE
 GC2401'HIGHWAY 25 AND GO WESTERLY FOR 0.4 MILE TO A SIDE ROAD LEFT*,
 GC2401'CONTINUE WESTERLY FOR 0.4 MILE TO A HOUSE ON THE LEFT AND A FARM
 GC2401'LANE RIGHT, TURN RIGHT ON FARM LANE THENCE SHARP LEFT AND GO WESTERLY
 GC2401'ALONG SOUTH EDGE OF FIELD FOR 0.1 MILE TO A FENCE, PASS OVER FENCE
 GC2401'AND GO NORTHWEST FOR ABOUT 0.1 MILE TO THE SUMMIT OF KNOLL AND
 GC2401'STATION SITE.
 GC2401'
 GC2401'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED JONES 1959. THE
 GC2401'DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE AND SET
 GC2401'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 103 FEET SOUTHEAST OF A
 GC2401'FENCE LINE AND NEAR THE HIGHEST POINT OF KNOLL.
 GC2401'
 GC2401'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC2401'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED JONES
 GC2401'1959.
 GC2401'
 GC2401'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED JONES NO 1
 GC2401'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC2401'AND SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7 FEET LOWER THAN
 GC2401'THE STATION MARK, 30 INCHES SOUTH OF 3 SMALL TREES AND 18 INCHES
 GC2401'SOUTHEAST OF A FENCE LINE.
 GC2401'
 GC2401'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED JONES NO 2
 GC2401'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC2401'AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND. IT IS 14 FEET
 GC2401'LOWER THAN THE STATION MARK, 4 FEET SOUTH OF A LARGE WALNUT TREE
 GC2401'AND 2 FEET SOUTHEAST OF A FENCE LINE.
 GC2401'
 GC2401'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED JONES AZIMUTH
 GC2401'1959. THE DISK IS BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE
 GC2401'AND SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 25 FEET EAST OF
 GC2401'THE CENTER OF A GRAVELED ROAD AND 15 FEET EAST OF A WITNESS SIGN. A
 GC2401'TELLUROMETER TRAVERSE MEASUREMENT WAS MADE TO THE AZIMUTH MARK.
 GC2401'
 GC2401'*TO REACH THE AZIMUTH MARK FROM SIDE ROAD LEFT, TURN LEFT SOUTH AND
 GC2401'GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC2401'
 GC2401'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GC2401
 GC2401                          STATION RECOVERY (1968)
 GC2401
 GC2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2401'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC2401'CONDITION.  HOWEVER, DUE TO THE CONSTRUCTION OF AN ACCESS
 GC2401'ROAD ALONG THE WEST SIDE OF INTERSTATE ROUTE 65, THE ORIGINAL AZIMUTH
 GC2401'MARK WOULD BE DESTROYED.  THIS AZIMUTH MARK WAS A
 GC2401'POSITIONED MARK WHEN ESTABLISHED.  A NEW AZIMUTH MARK WAS ESTABLISHED
 GC2401'ON LINE BETWEEN THE JONES 1959 AZIMUTH MARK AND TRAVERSE
 GC2401'STATION JONES 1959, AND TRAVERSE MEASUREMENTS MADE, THE DISTANCE
 GC2401'BEING 29.726 METERS - 97.526 FEET.
 GC2401'
 GC2401'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2401'
 GC2401'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF PORTLAND, 4-1/2
 GC2401'MILES NORTH OF WHITE HOUSE, 1 MILE NORTHWEST OF
 GC2401'THE JUNCTION OF U.S. HIGHWAY 31W AND STATE ROUTE 25, 1/2 MILE
 GC2401'WEST-NORTHWEST OF THE GRADE SEPARATION OVERPASS FOR
 GC2401'STATE ROUTE 25 OVER INTERSTATE ROUTE 65, AND NEAR THE SUMMIT OF A
 GC2401'HIGH, BARE KNOLL ON THE PROPERTY OF MR. JAMES
 GC2401'RAINWATER.
 GC2401'
 GC2401'TO REACH THE STATION FROM THE NEW POST OFFICE IN WHITE HOUSE, GO EAST
 GC2401'ON STATE ROUTE 76 FOR 0.1 MILE TO THE JUNCTION OF
 GC2401'U.S. HIGHWAY 31W.  HERE TURN LEFT AND GO NORTH AND NORTHEASTERLY ON
 GC2401'U.S. HIGHWAY 31W FOR 4.1 MILES TO THE JUNCTION OF
 GC2401'STATE ROUTE 25, TURN LEFT ON STATE ROUTE 25 AND GO WEST-NORTHWESTERLY
 GC2401'FOR 0.4 OF A MILE TO THE GRADE SEPARATION OVERPASS AT
 GC2401'INTERSTATE ROUTE 65.  HERE CONTINUE WEST-NORTHWESTERLY ON
 GC2401'STATE ROUTE 25 FOR 0.5 OF A MILE TO THE STATION KNOLL ON THE
 GC2401'RIGHT AND END OF TRUCK TRAVEL.  FROM THIS POINT
 GC2401'PACK NORTHERLY ACROSS OPEN PASTURE LAND FOR ABOUT 85 YARDS TO THE TOP
 GC2401'OF THE KNOLL AND THE STATION AS DESCRIBED.
 GC2401'
 GC2401'THE STATION IS ON THE HIGHEST POINT OF THE KNOLL, 255 FEET NORTHEAST
 GC2401'OF THE APPROXIMATE CENTER OF STATE ROUTE 25, 110
 GC2401'FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 103 FEET SOUTHEAST
 GC2401'OF A FENCE.  IT IS A STANDARD DISK BRAZED TO THE
 GC2401'TOP OF A 2-INCH GALVANIZED PIPE SET IN CONCRETE FLUSH WITH THE
 GC2401'SURFACE OF THE GROUND, AND THE DISK IS STAMPED JONES
 GC2401'1959.
 GC2401'
 GC2401'REFERENCE MARK NO. 1 IS ON THE NORTHWEST SLOPE OF THE KNOLL ABOUT 7
 GC2401'FEET BELOW THE ELEVATION OF THE STATION, 1.5
 GC2401'FEET SOUTHEAST OF A FENCE AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS
 GC2401'POST AND SIGN.  IT IS A STANDARD DISK BRAZED TO THE
 GC2401'TOP OF A 2-INCH GALVANIZED PIPE SET IN CONCRETE FLUSH WITH THE
 GC2401'SURFACE OF THE GROUND AND THE DISK IS STAMPED JONES NO
 GC2401'1 1959.
 GC2401'
 GC2401'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE KNOLL ABOUT 12 FEET
 GC2401'BELOW THE ELEVATION OF THE STATION, 4 FEET SOUTH OF A
 GC2401'16-INCH BLACK WALNUT TREE, 2 FEET SOUTHEAST OF A FENCE, AND 1.0 FOOT
 GC2401'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC2401'A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN
 GC2401'CONCRETE THAT PROJECTS ABOUT 1 INCH AND THE DISK IS
 GC2401'STAMPED JONES NO 2 1959.
 GC2401'
 GC2401'DUE TO TREES ON LINE BETWEEN THE REFERENCE MARKS, NO MEASUREMENT
 GC2401'BETWEEN THEM COULD BE OBTAINED.
 GC2401'
 GC2401'THE AZIMUTH MARK IS 40 FEET NORTH OF A POWERLINE POLE, 7 FEET EAST OF
 GC2401'THE ACCESS ROAD RIGHT-OF-WAY FENCE AND 1.3 FEET
 GC2401'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GC2401'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 GC2401'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED JONES 1959 1968.
 GC2401'
 GC2401'TO REACH THE AZIMUTH MARK FROM THE GRADE SEPARATION OVERPASS OF STATE
 GC2401'ROUTE 25 OVER INTERSTATE ROUTE 65, COMING INTO THE
 GC2401'STATION, TURN LEFT ON AN ACCESS ROAD AND GO SOUTHERLY FOR 0.15 OF A
 GC2401'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2401'
 GC2401'THIS WAS NOT AN OCCUPIED STATION.
 GC2401'
 GC2401'DUE TO THE LOCATION OF THE STATION MARK IN A MOWED AREA, NO WITNESS
 GC2401'POST WAS SET.
 GC2401'
 GC2401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4-1/2 MILES
 GC2401'NORTH OF WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1030 ***********************************************************************
 GC1030  DESIGNATION -  JONES AZ MK RESET
 GC1030  PID         -  GC1030
 GC1030  STATE/COUNTY-  TN/ROBERTSON
 GC1030  USGS QUAD   -  ORLINDA (1980)
 GC1030
 GC1030                         *CURRENT SURVEY CONTROL
 GC1030  ___________________________________________________________________
 GC1030* NAD 83(1995)-  36 31 34.22307(N)    086 38 41.34281(W)     ADJUSTED  
 GC1030* NAVD 88     -       233.12   (meters)     764.8    (feet)  RESET     
 GC1030  ___________________________________________________________________
 GC1030  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 GC1030  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 GC1030
 GC1030  HORZ ORDER  -  SECOND
 GC1030  VERT ORDER  -  THIRD
 GC1030
 GC1030.The horizontal coordinates were established by classical geodetic methods
 GC1030.and adjusted by the National Geodetic Survey in April 1999..
 GC1030
 GC1030.The orthometric height was computed from unverified reset data.
 GC1030
 GC1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1030
 GC1030.The geoid height was determined by GEOID03.
 GC1030
 GC1030;                    North         East     Units Scale Factor Converg.
 GC1030;SPC TN       -   243,490.731   542,248.734   MT  1.00002126   -0 22 39.0
 GC1030;SPC TN       -   798,852.51  1,779,027.72   sFT  1.00002126   -0 22 39.0
 GC1030;UTM  16      - 4,042,369.970   531,797.819   MT  0.99961246   +0 12 41.1
 GC1030
 GC1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1030!SPC TN       -   0.99996808  x   1.00002126  =   0.99998934
 GC1030!UTM  16      -   0.99996808  x   0.99961246  =   0.99958055
 GC1030
 GC1030|---------------------------------------------------------------------|
 GC1030| PID    Reference Object                     Distance      Geod. Az  |
 GC1030|                                                           dddmmss.s |
 GC1030| GC1029 JONES AZ MK                          29.729 METERS 14918     |
 GC1030| GC2401 JONES                               APPROX. 0.9 KM 3291749.3 |
 GC1030|---------------------------------------------------------------------|
 GC1030
 GC1030                          SUPERSEDED SURVEY CONTROL
 GC1030
 GC1030  NAD 83(1995)-  36 31 34.22351(N)    086 38 41.34347(W) AD(       ) 2
 GC1030  NAD 83(1995)-  36 31 34.23005(N)    086 38 41.34643(W) AD(       ) 2
 GC1030  NAD 83(1986)-  36 31 34.23238(N)    086 38 41.34617(W) AD(       ) 2
 GC1030  NAD 27      -  36 31 34.08049(N)    086 38 41.36828(W) AD(       ) 2
 GC1030  NGVD 29 (07/19/86)  233.19   (m)          765.1    (f) LEVELING    3  
 GC1030
 GC1030.Superseded values are not recommended for survey control.
 GC1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1030.See file dsdata.txt to determine how the superseded data were derived.
 GC1030
 GC1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3179842370(NAD 83)
 GC1030_MARKER: DZ = AZIMUTH MARK DISK
 GC1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1030_STAMPING: JONES 1959 1968
 GC1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1030+STABILITY: SURFACE MOTION
 GC1030
 GC1030  HISTORY     - Date     Condition        Report By
 GC1030  HISTORY     - 1968     MONUMENTED       CGS
 GC1030  HISTORY     - 1968     GOOD             CGS
 GC1030
 GC1030                          STATION DESCRIPTION
 GC1030
 GC1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC1030'4 MI N FROM WHITE HOUSE.
 GC1030'TO REACH THIS MARK FROM THE NEW POST OFFICE IN WHITE HOUSE,
 GC1030'GO EAST ON STATE ROUTE 76 FOR 0.1 OF A MILE TO U.S. HIGHWAY 31W.
 GC1030'HERE TURN LEFT AND GO NORTH AND NORTHEASTERLY ON U.S. HIGHWAY 31W
 GC1030'FOR 4.1 MILES TO THE JUNCTION OF STATE ROUTE 25, TURN LEFT ON
 GC1030'STATE ROUTE 25 AND GO WEST-NORTHWESTERLY FOR 0.4 OF A MILE TO THE
 GC1030'GRADE SEPERATION OVERPASS AT INTERSTATE ROUTE 65.  HERE TURN
 GC1030'LEFT ON AN ACCESS ROAD AND GO SOUTHERLY FOR 0.15 OF A MILE TO THE
 GC1030'MARK ON THE RIGHT AS DESCRIBED.  THE MARK IS 40 FEET NORTH OF A
 GC1030'POWERLINE POLE, 7 FEET EAST OF THE ACCESS ROAD RIGHT-OF-WAY FENCE
 GC1030'AND 1.3 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC1030'A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF AN 11-INCH,
 GC1030'ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK
 GC1030'IS STAMPED JONES 1959 1968.
 GC1030
 GC1030                          STATION RECOVERY (1968)
 GC1030
 GC1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC1030'THIS MARK WAS ESTABLISHED TO REPLACE JONES AZIMUTH MARK 1959 TRAVERSE
 GC1030'STATION.  THE MARK WAS ESTABLISHED ON LINE BETWEEN THE
 GC1030'OLD STATION AND TRAVERSE STATION JONES 1959.  WHEN THE OBSERVATIONS
 GC1030'WERE COMPLETED, THE ORIGINAL MARK JONES AZIMUTH MARK
 GC1030'1959 WAS COMPLETELY DESTROYED AND THE DISK REMOVED.
 GC1030'
 GC1030'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF PORTLAND, 4
 GC1030'MILES NORTH OF WHITE HOUSE, 1/2 MILE NORTHWEST OF
 GC1030'THE JUNCTION OF U.S. HIGHWAY 31W AND STATE ROUTE 25, AND 0.15 OF A
 GC1030'MILE SOUTH OF THE GRADE SEPARATION OVERPASS OF STATE
 GC1030'ROUTE 25 AND INTERSTATE ROUTE 65.
 GC1030'
 GC1030'TO REACH THE STATION FROM THE NEW POST OFFICE IN WHITE HOUSE, GO EAST
 GC1030'ON STATE ROUTE 76 FOR 0.1 OF A MILE TO THE JUNCTION OF
 GC1030'U.S. HIGHWAY 31W.  HERE TURN LEFT AND GO NORTH AND NORTHEASTERLY ON
 GC1030'U.S. HIGHWAY 31W FOR 4.1 MILES TO THE JUNCTION OF STATE
 GC1030'ROUTE 25, TURN LEFT ON STATE ROUTE 25 AND GO WEST-NORTHWESTERLY FOR
 GC1030'0.4 OF A MILE TO THE GRADE SEPARATION OVERPASS AT
 GC1030'INTERSTATE ROUTE 65.  HERE TURN LEFT ON AN ACCESS ROAD AND GO
 GC1030'SOUTHERLY FOR 0.15 OF A MILE TO THE MARK ON RIGHT AS
 GC1030'DESCRIBED.
 GC1030'
 GC1030'THE MARK IS 40 FEET NORTH OF A POWERLINE POLE, 7 FEET EAST OF THE
 GC1030'ACCESS ROAD RIGHT-OF-WAY FENCE AND 1.3 FEET SOUTHEAST OF A
 GC1030'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 GC1030'AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6
 GC1030'INCHES AND THE DISK IS STAMPED JONES 1959 1968.
 GC1030'
 GC1030'NOTE--THE ELEVATION OF BENCH MARK JONES AZIMUTH 1959 WAS TRANSFERRED
 GC1030'TO THIS MARK.  SEE DESCRIPTION FOR BENCH MARK JONES
 GC1030'AZIMUTH 1959 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2457 ***********************************************************************
 GA2457  DESIGNATION -  JONES RM 1
 GA2457  PID         -  GA2457
 GA2457  STATE/COUNTY-  TN/KNOX
 GA2457  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2457
 GA2457                         *CURRENT SURVEY CONTROL
 GA2457  ___________________________________________________________________
 GA2457* NAD 83(1986)-  36 01 11.     (N)    083 54 50.     (W)     SCALED    
 GA2457* NAVD 88     -       350.831  (meters)    1151.02   (feet)  ADJUSTED  
 GA2457  ___________________________________________________________________
 GA2457  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2457  DYNAMIC HT  -         350.506 (meters)    1149.95  (feet)  COMP
 GA2457  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 GA2457
 GA2457  VERT ORDER  -  SECOND    CLASS 0
 GA2457
 GA2457.The horizontal coordinates were scaled from a topographic map and have
 GA2457.an estimated accuracy of +/- 6 seconds.
 GA2457
 GA2457.The orthometric height was determined by differential leveling
 GA2457.and adjusted by the National Geodetic Survey in June 1991..
 GA2457
 GA2457.The geoid height was determined by GEOID03.
 GA2457
 GA2457.The dynamic height is computed by dividing the NAVD 88
 GA2457.geopotential number by the normal gravity value computed on the
 GA2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2457.degrees latitude (g = 980.6199 gals.).
 GA2457
 GA2457.The modeled gravity was interpolated from observed gravity values.
 GA2457
 GA2457;                    North         East    Units  Estimated Accuracy
 GA2457;SPC TN       -   189,110.      788,020.      MT  (+/- 180 meters Scaled)
 GA2457
 GA2457                          SUPERSEDED SURVEY CONTROL
 GA2457
 GA2457  NGVD 29 (??/??/92)  350.963  (m)         1151.45   (f) ADJ UNCH    2 0
 GA2457
 GA2457.Superseded values are not recommended for survey control.
 GA2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2457.See file dsdata.txt to determine how the superseded data were derived.
 GA2457
 GA2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV374900(NAD 83)
 GA2457_MARKER: DR = REFERENCE MARK DISK
 GA2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2457_STAMPING: JONES NO 1 1960
 GA2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2457+STABILITY: SURFACE MOTION
 GA2457
 GA2457  HISTORY     - Date     Condition        Report By
 GA2457  HISTORY     - 1960     MONUMENTED       CGS
 GA2457  HISTORY     - 1961     GOOD             NGS
 GA2457  HISTORY     - 1980     GOOD             NGS
 GA2457
 GA2457                          STATION DESCRIPTION
 GA2457
 GA2457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2457'IN NORTHEAST KNOXVILLE.
 GA2457'THIS MARK IS LOCATED AT THE JONES 1960 STATION SITE, 72.3 FT.
 GA2457'SOUTHEAST OF THE STATION MARK, 70 FT. SOUTHEAST OF A WITNESS
 GA2457'SIGN, 31 FT. NORTHEAST OF THE CENTER OF A DRIVE, AND ON THE WEST
 GA2457'SLOPE OF A HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2457'PROJECTING 3 INCHES.
 GA2457
 GA2457                          STATION RECOVERY (1980)
 GA2457
 GA2457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2457'IT IS 3 FEET NORTH OF THE EXTENDED NORTH WALL OF THE C.E JONES HOUSE,
 GA2457'ABOUT 150 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE AND 17 FEET
 GA2457'NORTHWEST OF A 14 INCH BLACK OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2455 ***********************************************************************
 GA2455  DESIGNATION -  JONES RM 2
 GA2455  PID         -  GA2455
 GA2455  STATE/COUNTY-  TN/KNOX
 GA2455  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2455
 GA2455                         *CURRENT SURVEY CONTROL
 GA2455  ___________________________________________________________________
 GA2455* NAD 83(1986)-  36 01 11.     (N)    083 54 50.     (W)     SCALED    
 GA2455* NAVD 88     -       348.420  (meters)    1143.11   (feet)  ADJUSTED  
 GA2455  ___________________________________________________________________
 GA2455  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2455  DYNAMIC HT  -         348.097 (meters)    1142.05  (feet)  COMP
 GA2455  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 GA2455
 GA2455  VERT ORDER  -  SECOND    CLASS 0
 GA2455
 GA2455.The horizontal coordinates were scaled from a topographic map and have
 GA2455.an estimated accuracy of +/- 6 seconds.
 GA2455
 GA2455.The orthometric height was determined by differential leveling
 GA2455.and adjusted by the National Geodetic Survey in June 1991..
 GA2455
 GA2455.The geoid height was determined by GEOID03.
 GA2455
 GA2455.The dynamic height is computed by dividing the NAVD 88
 GA2455.geopotential number by the normal gravity value computed on the
 GA2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2455.degrees latitude (g = 980.6199 gals.).
 GA2455
 GA2455.The modeled gravity was interpolated from observed gravity values.
 GA2455
 GA2455;                    North         East    Units  Estimated Accuracy
 GA2455;SPC TN       -   189,110.      788,020.      MT  (+/- 180 meters Scaled)
 GA2455
 GA2455                          SUPERSEDED SURVEY CONTROL
 GA2455
 GA2455  NGVD 29 (??/??/92)  348.552  (m)         1143.54   (f) ADJ UNCH    2 0
 GA2455
 GA2455.Superseded values are not recommended for survey control.
 GA2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2455.See file dsdata.txt to determine how the superseded data were derived.
 GA2455
 GA2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV374900(NAD 83)
 GA2455_MARKER: DR = REFERENCE MARK DISK
 GA2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2455_STAMPING: JONES NO 2 1960
 GA2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2455+STABILITY: SURFACE MOTION
 GA2455
 GA2455  HISTORY     - Date     Condition        Report By
 GA2455  HISTORY     - 1960     MONUMENTED       CGS
 GA2455  HISTORY     - 1961     GOOD             NGS
 GA2455  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2455
 GA2455                          STATION DESCRIPTION
 GA2455
 GA2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2455'IN NORTHEAST KNOXVILLE.
 GA2455'THIS MARK IS LOCATED AT THE JONES 1960 STATION SITE, 154.6 FT.
 GA2455'WEST OF THE STATION MARK, 57.6 FT. WEST OF THE NORTHWEST CORNER
 GA2455'OF THE JONES RESIDENCE, AND 3 FT. NORTH OF A 12-INCH PINE TREE.
 GA2455'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GA2455'GROUND.
 GA2455
 GA2455                          STATION RECOVERY (1980)
 GA2455
 GA2455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3260 ***********************************************************************
 GA3260  DESIGNATION -  JONES RM 3
 GA3260  PID         -  GA3260
 GA3260  STATE/COUNTY-  TN/KNOX
 GA3260  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3260
 GA3260                         *CURRENT SURVEY CONTROL
 GA3260  ___________________________________________________________________
 GA3260* NAD 83(1986)-  36 01 11.     (N)    083 54 50.     (W)     SCALED    
 GA3260* NAVD 88     -       351.82   (meters)    1154.3    (feet)  RESET     
 GA3260  ___________________________________________________________________
 GA3260  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3260
 GA3260  VERT ORDER  -  THIRD
 GA3260
 GA3260.The horizontal coordinates were scaled from a topographic map and have
 GA3260.an estimated accuracy of +/- 6 seconds.
 GA3260
 GA3260.The orthometric height was computed from unverified reset data.
 GA3260.No vertical observational check was made to the station.
 GA3260
 GA3260.The geoid height was determined by GEOID03.
 GA3260
 GA3260;                    North         East    Units  Estimated Accuracy
 GA3260;SPC TN       -   189,110.      788,020.      MT  (+/- 180 meters Scaled)
 GA3260
 GA3260                          SUPERSEDED SURVEY CONTROL
 GA3260
 GA3260  NGVD 29 (10/12/01)  351.95   (m)         1154.7    (f) RESET       3  
 GA3260
 GA3260.Superseded values are not recommended for survey control.
 GA3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3260.See file dsdata.txt to determine how the superseded data were derived.
 GA3260
 GA3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV374900(NAD 83)
 GA3260_MARKER: DR = REFERENCE MARK DISK
 GA3260_SETTING: 0 = UNSPECIFIED SETTING
 GA3260_STAMPING: JONES 1960 NO 3 1980
 GA3260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3260
 GA3260  HISTORY     - Date     Condition        Report By
 GA3260  HISTORY     - 1980     MONUMENTED       NGS
 GA3260
 GA3260                          STATION DESCRIPTION
 GA3260
 GA3260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3260'3.5 MI NORTH FROM KNOXVILLE.
 GA3260'0.5 MILE EAST ALONG GREENWAY DRIVE FROM THE INTERSECTION OF
 GA3260'BROADWAY AND GREENWAY DRIVE IN NORTHEAST KNOXVILLE TO NORA
 GA3260'ROAD, THENCE 0.2 MILE SOUTHEAST ALONG NORA ROAD TO A
 GA3260'RAILROAD CROSSING, CONTINUE AHEAD, UP THE SIDE OF A
 GA3260'STEEP HILL FOR ABOUT 0.15 MILE TO THE CREST OF HILL AND STATION
 GA3260'0.2 MILE NORTH OF THE WITTLE SPRINGS GOLF COURSE, 26.8 FEET
 GA3260'NORTHEAST OF TRAVERSE STATION JONES 1960, ABOUT 150 FEET
 GA3260'NORTHEAST OF THE NORTHEAST CORNER OF MR. C. E. JONES HOUSE,2 FEET
 GA3260'NORTH OF THE CENTER OF A TRAIL AND 8 FEET WEST OF AN 8-INCH OAK
 GA3260'TREE, IN TOP OF A PRE-CAST ALUMINUM MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1915 ***********************************************************************
 GB1915  DESIGNATION -  JULIE
 GB1915  PID         -  GB1915
 GB1915  STATE/COUNTY-  TN/JACKSON
 GB1915  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1915
 GB1915                         *CURRENT SURVEY CONTROL
 GB1915  ___________________________________________________________________
 GB1915* NAD 83(1995)-  36 23 26.08212(N)    085 38 07.56454(W)     ADJUSTED  
 GB1915* NAVD 88     -       168.990  (meters)     554.43   (feet)  ADJUSTED  
 GB1915  ___________________________________________________________________
 GB1915  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GB1915  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB1915  DYNAMIC HT  -         168.842 (meters)     553.94  (feet)  COMP
 GB1915  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 GB1915
 GB1915  HORZ ORDER  -  SECOND
 GB1915  VERT ORDER  -  SECOND    CLASS 0
 GB1915
 GB1915.The horizontal coordinates were established by classical geodetic methods
 GB1915.and adjusted by the National Geodetic Survey in April 1999..
 GB1915
 GB1915.The orthometric height was determined by differential leveling
 GB1915.and adjusted by the National Geodetic Survey in June 1991..
 GB1915
 GB1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1915
 GB1915.The geoid height was determined by GEOID03.
 GB1915
 GB1915.The dynamic height is computed by dividing the NAVD 88
 GB1915.geopotential number by the normal gravity value computed on the
 GB1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1915.degrees latitude (g = 980.6199 gals.).
 GB1915
 GB1915.The modeled gravity was interpolated from observed gravity values.
 GB1915
 GB1915;                    North         East     Units Scale Factor Converg.
 GB1915;SPC TN       -   228,314.670   632,707.489   MT  0.99999548   +0 12 48.4
 GB1915;SPC TN       -   749,062.38  2,075,807.82   sFT  0.99999548   +0 12 48.4
 GB1915;UTM  16      - 4,028,135.411   622,379.193   MT  0.99978452   +0 48 34.8
 GB1915
 GB1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1915!SPC TN       -   0.99997822  x   0.99999548  =   0.99997370
 GB1915!UTM  16      -   0.99997822  x   0.99978452  =   0.99976275
 GB1915
 GB1915|---------------------------------------------------------------------|
 GB1915| PID    Reference Object                     Distance      Geod. Az  |
 GB1915|                                                           dddmmss.s |
 GB1915| GB1916 JULIE RM 2                            8.952 METERS 11242     |
 GB1915| CG6664 JULIE AZ MK                                        2960434.4 |
 GB1915| GB1914 JULIE RM 1                           10.572 METERS 35833     |
 GB1915|---------------------------------------------------------------------|
 GB1915
 GB1915                          SUPERSEDED SURVEY CONTROL
 GB1915
 GB1915  NAD 83(1995)-  36 23 26.08375(N)    085 38 07.56607(W) AD(       ) 2
 GB1915  NAD 83(1995)-  36 23 26.08893(N)    085 38 07.56928(W) AD(       ) 2
 GB1915  NAD 83(1986)-  36 23 26.09256(N)    085 38 07.56866(W) AD(       ) 2
 GB1915  NAD 27      -  36 23 25.87387(N)    085 38 07.66229(W) AD(       ) 2
 GB1915  NGVD 29 (??/??/92)  169.089  (m)          554.75   (f) ADJ UNCH    2 0
 GB1915
 GB1915.Superseded values are not recommended for survey control.
 GB1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1915.See file dsdata.txt to determine how the superseded data were derived.
 GB1915
 GB1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2237928135(NAD 83)
 GB1915_MARKER: DE = TRAVERSE STATION DISK
 GB1915_SETTING: 66 = SET IN ROCK OUTCROP
 GB1915_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GB1915_STAMPING: JULIE 1966
 GB1915_MARK LOGO: TNHD  
 GB1915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1915+STABILITY: POSITION/ELEVATION WELL
 GB1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB1915+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1987
 GB1915
 GB1915  HISTORY     - Date     Condition        Report By
 GB1915  HISTORY     - 1966     MONUMENTED       TNHD
 GB1915  HISTORY     - 1966     GOOD             TNHD
 GB1915  HISTORY     - 19870626 GOOD             TNDT
 GB1915
 GB1915                          STATION DESCRIPTION
 GB1915
 GB1915'DESCRIBED BY TN HIGHWAY DEPT 1966 (JAG)
 GB1915'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF GAINESBORO.
 GB1915'
 GB1915'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB1915'GAINESBORO, GO EASTERLY ON STATE ROUTE 53 AND 56 FOR 1.35 MILES TO
 GB1915'THE JUNCTION OF STATE ROUTES 53, 56 AND 85, *TURN RIGHT ON STATE
 GB1915'ROUTE 53 AND 85 AND GO EASTERLY FOR 0.85 MILE TO THE JUNCTION OF
 GB1915'STATE ROUTE 135, CONTINUE ON STATE ROUTE 53 AND 85 FOR 0.25 MILE TO A
 GB1915'BRIDGE CROSSING THE ROARING RIVER.  CONTINUE FOR 0.15 MILE TO THE
 GB1915'JUNCTION OF STATE ROUTE 53 AND 85, TURN LEFT AND GO NORTHERLY ON
 GB1915'STATE ROUTE 53 FOR 0.85 MILE TO THE STATION ON THE RIGHT.
 GB1915'
 GB1915'THE STATION IS 200 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB1915'53, 108 FEET NORTH OF A POWER POLE, 106 FEET SOUTH OF TWO 12-INCH
 GB1915'ELDER TREES AND 43 FEET SOUTH OF A 36-INCH HACKBERRY TREE.  THE MARK
 GB1915'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 GB1915'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED JULIE
 GB1915'1966.
 GB1915'
 GB1915'REFERENCE MARK NO. 1 IS 200 FEET EAST OF THE APPROXIMATE CENTER OF
 GB1915'STATE ROUTE 53 AND 8 FEET SOUTH OF A 36-INCH HACKBERRY TREE.
 GB1915'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GB1915'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GB1915'JULIE RM-1 1966.
 GB1915'
 GB1915'REFERENCE MARK NO. 2 IS 100 FEET NORTH OF THE POWER POLE AND 82 FEET
 GB1915'WEST OF THE TWO 12-INCH ELDER TREES.  THE MARK IS A STANDARD
 GB1915'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL HOLE IN
 GB1915'OUTCROPPING BEDROCK AND THE DISK IS STAMPED JULIE RM-2 1966.
 GB1915'
 GB1915'THE AZIMUTH MARK IS 14 FEET WEST OF THE APPROXIMATE CENTER OF A PAVED
 GB1915'ROAD AND 2.0 FEET EAST OF A METAL WITNESS POST AND SIGN.  THE
 GB1915'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GB1915'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB1915'STAMPED JULIE AZI 1966.
 GB1915'
 GB1915'TO REACH THE AZIMUTH MARK, *CONTINUE NORTHERLY ACROSS THE BRIDGE ON
 GB1915'STATE ROUTE 56 AND 85 FOR 0.45 MILE TO A PAVED ROAD ON THE RIGHT,
 GB1915'TURN RIGHT AND FOLLOW THE PAVED ROAD FOR 1.35 MILES TO THE MARK ON
 GB1915'THE LEFT.
 GB1915'
 GB1915'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB1915'
 GB1915'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1915
 GB1915                          STATION RECOVERY (1966)
 GB1915
 GB1915'RECOVERY NOTE BY TN HIGHWAY DEPT 1966
 GB1915'3 MI NE FROM GAINESBORO.
 GB1915'FROM THE NORTHEAST CORNER OF THE JACKSON COUNTY COURTHOUSE IN
 GB1915'GAINESBORO, GO EASTERLY AND NORTHERLY ON STATE ROUTE 53 AND 56 FOR
 GB1915'1.5 MILES TO THE JUNCTION OF STATE ROUTES 53, 56 AND 85.  KEEP
 GB1915'RIGHT AND GO EASTERLY THEN NORTHERLY ON STATE ROUTE 53 AND 85 FOR
 GB1915'1.2 MILES TO THE JUNCTION OF STATE ROUTES 53 AND 85.  CONTINUE
 GB1915'NORTHERLY ON STATE ROUTE 53 FOR 0.8 MILE TO THE MARK ON THE
 GB1915'RIGHT, 200 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53,
 GB1915'108 FEET NORTH OF A POWER POLE, 106 FEET SOUTH OF TWO 12-INCH BOX
 GB1915'ELDER TREES AND 43 FEET SOUTH OF 36-INCH HACKBERRY TREE.  THE DISK
 GB1915'IS CEMENTED FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GB1915
 GB1915                          STATION RECOVERY (1987)
 GB1915
 GB1915'RECOVERY NOTE BY TN DEPT OF TRANSP 1987
 GB1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1914 ***********************************************************************
 GB1914  DESIGNATION -  JULIE RM 1
 GB1914  PID         -  GB1914
 GB1914  STATE/COUNTY-  TN/JACKSON
 GB1914  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1914
 GB1914                         *CURRENT SURVEY CONTROL
 GB1914  ___________________________________________________________________
 GB1914* NAD 83(1986)-  36 23 26.     (N)    085 38 08.     (W)     SCALED    
 GB1914* NAVD 88     -       169.031  (meters)     554.56   (feet)  ADJUSTED  
 GB1914  ___________________________________________________________________
 GB1914  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB1914  DYNAMIC HT  -         168.884 (meters)     554.08  (feet)  COMP
 GB1914  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 GB1914
 GB1914  VERT ORDER  -  SECOND    CLASS 0
 GB1914
 GB1914.The horizontal coordinates were scaled from a topographic map and have
 GB1914.an estimated accuracy of +/- 6 seconds.
 GB1914
 GB1914.The orthometric height was determined by differential leveling
 GB1914.and adjusted by the National Geodetic Survey in June 1991..
 GB1914
 GB1914.The geoid height was determined by GEOID03.
 GB1914
 GB1914.The dynamic height is computed by dividing the NAVD 88
 GB1914.geopotential number by the normal gravity value computed on the
 GB1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1914.degrees latitude (g = 980.6199 gals.).
 GB1914
 GB1914.The modeled gravity was interpolated from observed gravity values.
 GB1914
 GB1914;                    North         East    Units  Estimated Accuracy
 GB1914;SPC TN       -   228,310.      632,700.      MT  (+/- 180 meters Scaled)
 GB1914
 GB1914                          SUPERSEDED SURVEY CONTROL
 GB1914
 GB1914  NGVD 29 (??/??/92)  169.131  (m)          554.89   (f) ADJ UNCH    2 0
 GB1914
 GB1914.Superseded values are not recommended for survey control.
 GB1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1914.See file dsdata.txt to determine how the superseded data were derived.
 GB1914
 GB1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF223281(NAD 83)
 GB1914_MARKER: DR = REFERENCE MARK DISK
 GB1914_SETTING: 66 = SET IN ROCK OUTCROP
 GB1914_SP_SET: BEDROCK
 GB1914_STAMPING: JULIE RM-1 1966
 GB1914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1914+STABILITY: POSITION/ELEVATION WELL
 GB1914
 GB1914  HISTORY     - Date     Condition        Report By
 GB1914  HISTORY     - 1966     MONUMENTED       TNHD
 GB1914
 GB1914                          STATION DESCRIPTION
 GB1914
 GB1914'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1914'3 MI NE FROM GAINESBORO.
 GB1914'AT THE JULIE STATION SITE, 200 FEET EAST OF THE APPROXIMATE CENTER
 GB1914'OF STATE ROUTE 53, 34.69 FEET NORTH OF THE STATION MARK AND 8
 GB1914'FEET SOUTH OF A 36-INCH HACKBERRY TREE.  THE DISK IS CEMENTED
 GB1914'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1916 ***********************************************************************
 GB1916  DESIGNATION -  JULIE RM 2
 GB1916  PID         -  GB1916
 GB1916  STATE/COUNTY-  TN/JACKSON
 GB1916  USGS QUAD   -  WHITLEYVILLE (1982)
 GB1916
 GB1916                         *CURRENT SURVEY CONTROL
 GB1916  ___________________________________________________________________
 GB1916* NAD 83(1986)-  36 23 26.     (N)    085 38 08.     (W)     SCALED    
 GB1916* NAVD 88     -       170.318  (meters)     558.78   (feet)  ADJUSTED  
 GB1916  ___________________________________________________________________
 GB1916  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB1916  DYNAMIC HT  -         170.169 (meters)     558.30  (feet)  COMP
 GB1916  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 GB1916
 GB1916  VERT ORDER  -  SECOND    CLASS 0
 GB1916
 GB1916.The horizontal coordinates were scaled from a topographic map and have
 GB1916.an estimated accuracy of +/- 6 seconds.
 GB1916
 GB1916.The orthometric height was determined by differential leveling
 GB1916.and adjusted by the National Geodetic Survey in June 1991..
 GB1916
 GB1916.The geoid height was determined by GEOID03.
 GB1916
 GB1916.The dynamic height is computed by dividing the NAVD 88
 GB1916.geopotential number by the normal gravity value computed on the
 GB1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1916.degrees latitude (g = 980.6199 gals.).
 GB1916
 GB1916.The modeled gravity was interpolated from observed gravity values.
 GB1916
 GB1916;                    North         East    Units  Estimated Accuracy
 GB1916;SPC TN       -   228,310.      632,700.      MT  (+/- 180 meters Scaled)
 GB1916
 GB1916                          SUPERSEDED SURVEY CONTROL
 GB1916
 GB1916  NGVD 29 (??/??/92)  170.417  (m)          559.11   (f) ADJ UNCH    2 0
 GB1916
 GB1916.Superseded values are not recommended for survey control.
 GB1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1916.See file dsdata.txt to determine how the superseded data were derived.
 GB1916
 GB1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF223281(NAD 83)
 GB1916_MARKER: DR = REFERENCE MARK DISK
 GB1916_SETTING: 66 = SET IN ROCK OUTCROP
 GB1916_SP_SET: BEDROCK
 GB1916_STAMPING: JULIE RM-2 1966
 GB1916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1916+STABILITY: POSITION/ELEVATION WELL
 GB1916
 GB1916  HISTORY     - Date     Condition        Report By
 GB1916  HISTORY     - 1966     MONUMENTED       TNHD
 GB1916
 GB1916                          STATION DESCRIPTION
 GB1916
 GB1916'DESCRIBED BY TN HIGHWAY DEPT 1966
 GB1916'3 MI NE FROM GAINESBORO.
 GB1916'AT THE JULIE 1966 STATION SITE, 100 FEET NORTH OF A POWER POLE, 82
 GB1916'FEET WEST OF TWO 12-INCH ELDER TREES AND 29.37 FEET EAST OF THE
 GB1916'STATION MARK.  THE DISK IS CEMENTED FLUSH IN A DRILL HOLE IN
 GB1916'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0718 ***********************************************************************
 GC0718  DESIGNATION -  JULIET
 GC0718  PID         -  GC0718
 GC0718  STATE/COUNTY-  TN/WILSON
 GC0718  USGS QUAD   -  HERMITAGE (1983)
 GC0718
 GC0718                         *CURRENT SURVEY CONTROL
 GC0718  ___________________________________________________________________
 GC0718* NAD 83(1995)-  36 10 23.69596(N)    086 30 46.23038(W)     ADJUSTED  
 GC0718* NAVD 88     -       204.110  (meters)     669.65   (feet)  ADJUSTED  
 GC0718  ___________________________________________________________________
 GC0718  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 GC0718  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0718  DYNAMIC HT  -         203.938 (meters)     669.09  (feet)  COMP
 GC0718  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GC0718
 GC0718  HORZ ORDER  -  SECOND
 GC0718  VERT ORDER  -  SECOND    CLASS 0
 GC0718
 GC0718.The horizontal coordinates were established by classical geodetic methods
 GC0718.and adjusted by the National Geodetic Survey in April 1999..
 GC0718
 GC0718.The orthometric height was determined by differential leveling
 GC0718.and adjusted by the National Geodetic Survey in June 1991..
 GC0718
 GC0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0718
 GC0718.The geoid height was determined by GEOID03.
 GC0718
 GC0718.The dynamic height is computed by dividing the NAVD 88
 GC0718.geopotential number by the normal gravity value computed on the
 GC0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0718.degrees latitude (g = 980.6199 gals.).
 GC0718
 GC0718.The modeled gravity was interpolated from observed gravity values.
 GC0718
 GC0718;                    North         East     Units Scale Factor Converg.
 GC0718;SPC TN       -   204,259.327   553,863.430   MT  0.99996587   -0 18 00.9
 GC0718;SPC TN       -   670,140.81  1,817,133.60   sFT  0.99996587   -0 18 00.9
 GC0718;UTM  16      - 4,003,274.496   543,810.339   MT  0.99962365   +0 17 15.1
 GC0718
 GC0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0718!SPC TN       -   0.99997255  x   0.99996587  =   0.99993842
 GC0718!UTM  16      -   0.99997255  x   0.99962365  =   0.99959621
 GC0718
 GC0718|---------------------------------------------------------------------|
 GC0718| PID    Reference Object                     Distance      Geod. Az  |
 GC0718|                                                           dddmmss.s |
 GC0718| GC0719 JULIET RM 1                          25.093 METERS 01235     |
 GC0718| GC0717 JULIET RM 2                          21.202 METERS 13809     |
 GC0718| CG6668 JULIET AZ MK                                       1893453.7 |
 GC0718|---------------------------------------------------------------------|
 GC0718
 GC0718                          SUPERSEDED SURVEY CONTROL
 GC0718
 GC0718  NAD 83(1995)-  36 10 23.69870(N)    086 30 46.23271(W) AD(       ) 2
 GC0718  NAD 83(1995)-  36 10 23.70082(N)    086 30 46.23396(W) AD(       ) 2
 GC0718  NAD 83(1986)-  36 10 23.70617(N)    086 30 46.23315(W) AD(       ) 2
 GC0718  NAD 27      -  36 10 23.50600(N)    086 30 46.25300(W) AD(       ) 2
 GC0718  NGVD 29 (??/??/92)  204.157  (m)          669.81   (f) ADJ UNCH    2 0
 GC0718
 GC0718.Superseded values are not recommended for survey control.
 GC0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0718.See file dsdata.txt to determine how the superseded data were derived.
 GC0718
 GC0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF4381003274(NAD 83)
 GC0718_MARKER: DE = TRAVERSE STATION DISK
 GC0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0718_STAMPING: JULIET 1960
 GC0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0718+STABILITY: SURFACE MOTION
 GC0718
 GC0718  HISTORY     - Date     Condition        Report By
 GC0718  HISTORY     - 1960     MONUMENTED       CGS
 GC0718  HISTORY     - 1960     GOOD             CGS
 GC0718
 GC0718                          STATION DESCRIPTION
 GC0718
 GC0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0718'THE STATION IS LOCATED ABOUT 10 MILES EAST OF DONELSON AND ABOUT 2
 GC0718'MILES SOUTH OF MOUNT JULIET.
 GC0718'
 GC0718'TO REACH THE STATION FROM THE POST OFFICE IN HERMITAGE, GO EAST ON
 GC0718'CENTRAL PIKE FOR 6.0 MILES TO A SIDE ROAD ON THE LEFT, TURN
 GC0718'SHARP LEFT AND GO NORTH ON MT. JULIET ROAD FOR 0.45 MILE TO THE
 GC0718'AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.9 MILE TO A DRIVEWAY
 GC0718'ON THE RIGHT AND THE STATION.
 GC0718'
 GC0718'THE STATION IS 30 FEET NORTH OF A WOOD GATE.  IT IS A STANDARD
 GC0718'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GC0718'STAMPED JULIET 1960.
 GC0718'
 GC0718'REFERENCE MARK NO. 1 IS 96 FEET WEST OF A FENCE LINE.  IT IS A
 GC0718'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST FLUSH, AND
 GC0718'STAMPED JULIET NO 1 1960.
 GC0718'
 GC0718'REFERENCE MARK NO. 2 IS 2.1 FEET EAST OF A WITNESS POST AND 1 FOOT
 GC0718'NORTH OF A FENCE LINE.  IT IS A STANDARD DISK SET IN A 10-INCH
 GC0718'SQUARE CONCRETE POST, FLUSH, AND STAMPED JULIET NO 2 1960.
 GC0718'
 GC0718'THE AZIMUTH MARK IS 30 FEET NORTH OF A POWER LINE POLE, 27 FEET WEST
 GC0718'OF THE CENTER OF AN OIL ROAD AND 3.4 FEET WEST OF A WITNESS POST.  IT
 GC0718'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 GC0718'FLUSH, AND STAMPED JULIET 1960.
 GC0718
 GC0718                          STATION RECOVERY (1960)
 GC0718
 GC0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0718'2.3 MI SE FROM MOUNT JULIET.
 GC0718'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0718'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0718'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILE
 GC0718'SOUTH ON MT. JULIET ROAD TO A PRIVATE DRIVE LEADING EAST.  THE
 GC0718'STATION MARK IS IN A LOT JUST NORTH OF A HOUSE, 30 FT. NORTH OF
 GC0718'A WOOD GATE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 GC0718'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0719 ***********************************************************************
 GC0719  DESIGNATION -  JULIET RM 1
 GC0719  PID         -  GC0719
 GC0719  STATE/COUNTY-  TN/WILSON
 GC0719  USGS QUAD   -  HERMITAGE (1983)
 GC0719
 GC0719                         *CURRENT SURVEY CONTROL
 GC0719  ___________________________________________________________________
 GC0719* NAD 83(1986)-  36 10 23.     (N)    086 30 46.     (W)     SCALED    
 GC0719* NAVD 88     -       202.307  (meters)     663.74   (feet)  ADJUSTED  
 GC0719  ___________________________________________________________________
 GC0719  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0719  DYNAMIC HT  -         202.136 (meters)     663.17  (feet)  COMP
 GC0719  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GC0719
 GC0719  VERT ORDER  -  SECOND    CLASS 0
 GC0719
 GC0719.The horizontal coordinates were scaled from a topographic map and have
 GC0719.an estimated accuracy of +/- 6 seconds.
 GC0719
 GC0719.The orthometric height was determined by differential leveling
 GC0719.and adjusted by the National Geodetic Survey in June 1991..
 GC0719
 GC0719.The geoid height was determined by GEOID03.
 GC0719
 GC0719.The dynamic height is computed by dividing the NAVD 88
 GC0719.geopotential number by the normal gravity value computed on the
 GC0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0719.degrees latitude (g = 980.6199 gals.).
 GC0719
 GC0719.The modeled gravity was interpolated from observed gravity values.
 GC0719
 GC0719;                    North         East    Units  Estimated Accuracy
 GC0719;SPC TN       -   204,240.      553,870.      MT  (+/- 180 meters Scaled)
 GC0719
 GC0719                          SUPERSEDED SURVEY CONTROL
 GC0719
 GC0719  NGVD 29 (??/??/92)  202.353  (m)          663.89   (f) ADJ UNCH    2 0
 GC0719
 GC0719.Superseded values are not recommended for survey control.
 GC0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0719.See file dsdata.txt to determine how the superseded data were derived.
 GC0719
 GC0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF438032(NAD 83)
 GC0719_MARKER: DR = REFERENCE MARK DISK
 GC0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0719_STAMPING: JULIET NO 1 1960
 GC0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0719+STABILITY: SURFACE MOTION
 GC0719
 GC0719  HISTORY     - Date     Condition        Report By
 GC0719  HISTORY     - 1960     MONUMENTED       CGS
 GC0719
 GC0719                          STATION DESCRIPTION
 GC0719
 GC0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0719'2.3 MI SE FROM MOUNT JULIET.
 GC0719'THIS MARK IS LOCATED AT THE JULIET 1960 STATION SITE, 82.3 FT.
 GC0719'NORTH OF THE STATION MARK, AND 96 FT. WEST OF A FENCE.  THE DISK
 GC0719'IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0717 ***********************************************************************
 GC0717  DESIGNATION -  JULIET RM 2
 GC0717  PID         -  GC0717
 GC0717  STATE/COUNTY-  TN/WILSON
 GC0717  USGS QUAD   -  HERMITAGE (1983)
 GC0717
 GC0717                         *CURRENT SURVEY CONTROL
 GC0717  ___________________________________________________________________
 GC0717* NAD 83(1986)-  36 10 23.     (N)    086 30 46.     (W)     SCALED    
 GC0717* NAVD 88     -       203.429  (meters)     667.42   (feet)  ADJUSTED  
 GC0717  ___________________________________________________________________
 GC0717  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC0717  DYNAMIC HT  -         203.257 (meters)     666.85  (feet)  COMP
 GC0717  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GC0717
 GC0717  VERT ORDER  -  SECOND    CLASS 0
 GC0717
 GC0717.The horizontal coordinates were scaled from a topographic map and have
 GC0717.an estimated accuracy of +/- 6 seconds.
 GC0717
 GC0717.The orthometric height was determined by differential leveling
 GC0717.and adjusted by the National Geodetic Survey in June 1991..
 GC0717
 GC0717.The geoid height was determined by GEOID03.
 GC0717
 GC0717.The dynamic height is computed by dividing the NAVD 88
 GC0717.geopotential number by the normal gravity value computed on the
 GC0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0717.degrees latitude (g = 980.6199 gals.).
 GC0717
 GC0717.The modeled gravity was interpolated from observed gravity values.
 GC0717
 GC0717;                    North         East    Units  Estimated Accuracy
 GC0717;SPC TN       -   204,240.      553,870.      MT  (+/- 180 meters Scaled)
 GC0717
 GC0717                          SUPERSEDED SURVEY CONTROL
 GC0717
 GC0717  NGVD 29 (??/??/92)  203.475  (m)          667.57   (f) ADJ UNCH    2 0
 GC0717
 GC0717.Superseded values are not recommended for survey control.
 GC0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0717.See file dsdata.txt to determine how the superseded data were derived.
 GC0717
 GC0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF438032(NAD 83)
 GC0717_MARKER: DR = REFERENCE MARK DISK
 GC0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0717_STAMPING: JULIET NO 2 1960
 GC0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0717+STABILITY: SURFACE MOTION
 GC0717
 GC0717  HISTORY     - Date     Condition        Report By
 GC0717  HISTORY     - 1960     MONUMENTED       CGS
 GC0717
 GC0717                          STATION DESCRIPTION
 GC0717
 GC0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0717'2.3 MI SE FROM MOUNT JULIET.
 GC0717'THIS MARK IS LOCATED AT THE JULIET 1960 STATION SITE, 2.1 FT.
 GC0717'EAST OF A WITNESS SIGN AND 1 FT. NORTH OF A FENCE, AND 69.5 FT.
 GC0717'SOUTHEAST OF THE STATION MARK.  THE DISK IS SET IN TOP OF A
 GC0717'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1334 ***********************************************************************
 FC1334  DESIGNATION -  JUMP
 FC1334  PID         -  FC1334
 FC1334  STATE/COUNTY-  TN/MARION
 FC1334  USGS QUAD   -  MONTEAGLE (1982)
 FC1334
 FC1334                         *CURRENT SURVEY CONTROL
 FC1334  ___________________________________________________________________
 FC1334* NAD 83(1995)-  35 09 20.55176(N)    085 47 08.46479(W)     ADJUSTED  
 FC1334* NAVD 88     -       205.910  (meters)     675.56   (feet)  ADJUSTED  
 FC1334  ___________________________________________________________________
 FC1334  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FC1334  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1334  DYNAMIC HT  -         205.707 (meters)     674.89  (feet)  COMP
 FC1334  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC1334
 FC1334  HORZ ORDER  -  SECOND
 FC1334  VERT ORDER  -  SECOND    CLASS 0
 FC1334
 FC1334.The horizontal coordinates were established by classical geodetic methods
 FC1334.and adjusted by the National Geodetic Survey in April 1999..
 FC1334
 FC1334.The orthometric height was determined by differential leveling
 FC1334.and adjusted by the National Geodetic Survey in June 1991..
 FC1334
 FC1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1334
 FC1334.The geoid height was determined by GEOID03.
 FC1334
 FC1334.The dynamic height is computed by dividing the NAVD 88
 FC1334.geopotential number by the normal gravity value computed on the
 FC1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1334.degrees latitude (g = 980.6199 gals.).
 FC1334
 FC1334.The modeled gravity was interpolated from observed gravity values.
 FC1334
 FC1334;                    North         East     Units Scale Factor Converg.
 FC1334;SPC TN       -    91,264.766   619,527.656   MT  1.00001798   +0 07 31.7
 FC1334;SPC TN       -   299,424.49  2,032,566.98   sFT  1.00001798   +0 07 31.7
 FC1334;UTM  16      - 3,890,985.715   610,600.779   MT  0.99975075   +0 41 57.4
 FC1334
 FC1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1334!SPC TN       -   0.99997221  x   1.00001798  =   0.99999019
 FC1334!UTM  16      -   0.99997221  x   0.99975075  =   0.99972297
 FC1334
 FC1334|---------------------------------------------------------------------|
 FC1334| PID    Reference Object                     Distance      Geod. Az  |
 FC1334|                                                           dddmmss.s |
 FC1334| FC1335 JUMP RM 2                             7.989 METERS 03051     |
 FC1334| FC1333 JUMP RM 1                             6.675 METERS 15017     |
 FC1334| FC1337 TS F3                               APPROX. 1.2 KM 3434744.6 |
 FC1334|---------------------------------------------------------------------|
 FC1334
 FC1334                          SUPERSEDED SURVEY CONTROL
 FC1334
 FC1334  NAD 83(1995)-  35 09 20.55324(N)    085 47 08.46456(W) AD(       ) 2
 FC1334  NAD 83(1995)-  35 09 20.55350(N)    085 47 08.46571(W) AD(       ) 2
 FC1334  NAD 83(1995)-  35 09 20.55676(N)    085 47 08.46293(W) AD(       ) 2
 FC1334  NAD 83(1986)-  35 09 20.55744(N)    085 47 08.46250(W) AD(       ) 2
 FC1334  NAD 27      -  35 09 20.26500(N)    085 47 08.56310(W) AD(       ) 2
 FC1334  NGVD 29 (??/??/92)  205.903  (m)          675.53   (f) ADJ UNCH    2 0
 FC1334
 FC1334.Superseded values are not recommended for survey control.
 FC1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1334.See file dsdata.txt to determine how the superseded data were derived.
 FC1334
 FC1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1060190986(NAD 83)
 FC1334_MARKER: DE = TRAVERSE STATION DISK
 FC1334_SETTING: 66 = SET IN ROCK OUTCROP
 FC1334_SP_SET: OUTCROP
 FC1334_STAMPING: JUMP 1962
 FC1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1334+STABILITY: POSITION/ELEVATION WELL
 FC1334
 FC1334  HISTORY     - Date     Condition        Report By
 FC1334  HISTORY     - 1962     MONUMENTED       CGS
 FC1334  HISTORY     - 1964     GOOD             CGS
 FC1334  HISTORY     - 1964     GOOD             NGS
 FC1334
 FC1334                          STATION DESCRIPTION
 FC1334
 FC1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1334'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MONTEAGLE AND ABOUT
 FC1334'1/2 MILE SOUTHEAST OF MARTIN SPRINGS.
 FC1334'
 FC1334'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST
 FC1334'ON U.S. HIGHWAYS 41 AND 64 FOR 7.1 MILES TO THE STATION ON
 FC1334'THE RIGHT.
 FC1334'
 FC1334'STATION MARK IS 95 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAYS 41
 FC1334'AND 64, 48 FEET SOUTH OF A POWER POLE, 24 FEET WEST OF THE
 FC1334'CENTER POST OF A METAL SIGN BOARD, 7 FEET NORTH OF THE EDGE OF A
 FC1334'HIGHWAY CUT AND 3.6 FEET SOUTH OF A METAL WITNESS POST. THE
 FC1334'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1334'BEDROCK, WHICH PROJECTS 6-INCHES AND STAMPED JUMP 1962.
 FC1334'
 FC1334'REFERENCE MARK NO. 1 IS 9 FEET NORTH OF THE EDGE OF A HIGHWAY CUT AND
 FC1334'6 FEET WEST OF THE SOUTH END OF A METAL SIGN BOARD. THE MARK IS
 FC1334'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 FC1334'WHICH PROJECTS 4-INCHES AND STAMPED JUMP NO 1 1962.
 FC1334'
 FC1334'REFERENCE MARK NO. 2 IS 70 FEET SOUTH OF THE CENTER LINE OF U.S.
 FC1334'HIGHWAYS 41 AND 64 AND 26 FEET SOUTHWEST OF A POWER POLE.
 FC1334'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FC1334'BEDROCK, WHICH PROJECTS 4-INCHES AND STAMPED JUMP NO 2 1962.
 FC1334'
 FC1334'TRAVERSE STATION TS-F3 WILL SERVE AS THE AZIMUTH MARK. SEE
 FC1334'DESCRIPTION THEREOF.
 FC1334'
 FC1334'HEIGHT OF LIGHT ABOVE STATION MARK 3.7 METERS.
 FC1334
 FC1334                          STATION RECOVERY (1964)
 FC1334
 FC1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FC1334'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1334'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1962 TO-REACH FOR THE
 FC1334'STATION IS COMPLETELY ADEQUATE.
 FC1334'
 FC1334'IT WAS AT ONE TIME FEARED THAT THIS STATION WOULD BE DESTROYED BY
 FC1334'CONSTRUCTION ALONG INTERSTATE ROUTE 24, BUT CHANGES IN THE PLANS
 FC1334'HAVE AVOIDED THIS STATION AND IT IS IN NO DANGER OF BEING DISTURBED.
 FC1334'THE SIGNS MENTIONED IN THE ORIGINAL DESCRIPTION HAVE ALL BEEN
 FC1334'REMOVED AND THE STATION IS NOW INSIDE THE RIGHT-OF-WAY FENCE FOR
 FC1334'INTERSTATE ROUTE 24.
 FC1334
 FC1334                          STATION RECOVERY (1964)
 FC1334
 FC1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FC1334'7.1 MI SE FROM MONTEAGLE.
 FC1334'THIS MARK IS AT THE JUMP TRAVERSE STATION SITE.  TO REACH FROM
 FC1334'THE POST OFFICE IN MONTEAGLE, GO SOUTHEAST ON U.S. HIGHWAYS 41
 FC1334'AND 64 FOR 7.1 MILES TO THE STATION ON THE RIGHT, 0.50 MILE
 FC1334'SOUTHEAST OF MARTIN SPRINGS, 95 FEET SOUTH OF THE APPROXIMATE
 FC1334'CENTER OF U.S. HIGHWAYS 41 AND 64, 48 FEET SOUTH OF A POWERLINE
 FC1334'POLE, 3.6 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND
 FC1334'INSIDE THE RIGHT-OF-WAY FENCE FOR INTERSTATE ROUTE 24.  A
 FC1334'STANDARD TRAVERSE STATION DISK CEMENTED IN A DRILL HOLE IN
 FC1334'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 7 INCHES AND IS ABOUT
 FC1334'10 FEET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1333 ***********************************************************************
 FC1333  DESIGNATION -  JUMP RM 1
 FC1333  PID         -  FC1333
 FC1333  STATE/COUNTY-  TN/MARION
 FC1333  USGS QUAD   -  MONTEAGLE (1982)
 FC1333
 FC1333                         *CURRENT SURVEY CONTROL
 FC1333  ___________________________________________________________________
 FC1333* NAD 83(1986)-  35 09 20.     (N)    085 47 08.     (W)     SCALED    
 FC1333* NAVD 88     -       205.272  (meters)     673.46   (feet)  ADJUSTED  
 FC1333  ___________________________________________________________________
 FC1333  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1333  DYNAMIC HT  -         205.069 (meters)     672.80  (feet)  COMP
 FC1333  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC1333
 FC1333  VERT ORDER  -  SECOND    CLASS 0
 FC1333
 FC1333.The horizontal coordinates were scaled from a topographic map and have
 FC1333.an estimated accuracy of +/- 6 seconds.
 FC1333
 FC1333.The orthometric height was determined by differential leveling
 FC1333.and adjusted by the National Geodetic Survey in June 1991..
 FC1333
 FC1333.The geoid height was determined by GEOID03.
 FC1333
 FC1333.The dynamic height is computed by dividing the NAVD 88
 FC1333.geopotential number by the normal gravity value computed on the
 FC1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1333.degrees latitude (g = 980.6199 gals.).
 FC1333
 FC1333.The modeled gravity was interpolated from observed gravity values.
 FC1333
 FC1333;                    North         East    Units  Estimated Accuracy
 FC1333;SPC TN       -    91,250.      619,540.      MT  (+/- 180 meters Scaled)
 FC1333
 FC1333                          SUPERSEDED SURVEY CONTROL
 FC1333
 FC1333  NGVD 29 (??/??/92)  205.264  (m)          673.44   (f) ADJ UNCH    2 0
 FC1333
 FC1333.Superseded values are not recommended for survey control.
 FC1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1333.See file dsdata.txt to determine how the superseded data were derived.
 FC1333
 FC1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD106909(NAD 83)
 FC1333_MARKER: DR = REFERENCE MARK DISK
 FC1333_SETTING: 66 = SET IN ROCK OUTCROP
 FC1333_SP_SET: OUTCROP
 FC1333_STAMPING: JUMP NO 1 1962
 FC1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1333+STABILITY: POSITION/ELEVATION WELL
 FC1333
 FC1333  HISTORY     - Date     Condition        Report By
 FC1333  HISTORY     - 1962     MONUMENTED       CGS
 FC1333  HISTORY     - 1964     GOOD             NGS
 FC1333
 FC1333                          STATION DESCRIPTION
 FC1333
 FC1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1333'7.1 MI SE FROM MONTEAGLE.
 FC1333'THIS MARK IS AT THE JUMP 1962 TRAVERSE STATION SITE.  IT IS 21.90
 FC1333'FEET SOUTHEAST OF THE STATION JUMP 1962 AND INSIDE THE
 FC1333'RIGHT-OF-WAY FENCE FOR INTERSTATE ROUTE 24.  A STANDARD REFERENCE
 FC1333'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FC1333'WHICH PROJECTS ABOUT 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1335 ***********************************************************************
 FC1335  DESIGNATION -  JUMP RM 2
 FC1335  PID         -  FC1335
 FC1335  STATE/COUNTY-  TN/MARION
 FC1335  USGS QUAD   -  MONTEAGLE (1982)
 FC1335
 FC1335                         *CURRENT SURVEY CONTROL
 FC1335  ___________________________________________________________________
 FC1335* NAD 83(1986)-  35 09 20.     (N)    085 47 08.     (W)     SCALED    
 FC1335* NAVD 88     -       205.776  (meters)     675.12   (feet)  ADJUSTED  
 FC1335  ___________________________________________________________________
 FC1335  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1335  DYNAMIC HT  -         205.573 (meters)     674.45  (feet)  COMP
 FC1335  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 FC1335
 FC1335  VERT ORDER  -  SECOND    CLASS 0
 FC1335
 FC1335.The horizontal coordinates were scaled from a topographic map and have
 FC1335.an estimated accuracy of +/- 6 seconds.
 FC1335
 FC1335.The orthometric height was determined by differential leveling
 FC1335.and adjusted by the National Geodetic Survey in June 1991..
 FC1335
 FC1335.The geoid height was determined by GEOID03.
 FC1335
 FC1335.The dynamic height is computed by dividing the NAVD 88
 FC1335.geopotential number by the normal gravity value computed on the
 FC1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1335.degrees latitude (g = 980.6199 gals.).
 FC1335
 FC1335.The modeled gravity was interpolated from observed gravity values.
 FC1335
 FC1335;                    North         East    Units  Estimated Accuracy
 FC1335;SPC TN       -    91,250.      619,540.      MT  (+/- 180 meters Scaled)
 FC1335
 FC1335                          SUPERSEDED SURVEY CONTROL
 FC1335
 FC1335  NGVD 29 (??/??/92)  205.769  (m)          675.09   (f) ADJ UNCH    2 0
 FC1335
 FC1335.Superseded values are not recommended for survey control.
 FC1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1335.See file dsdata.txt to determine how the superseded data were derived.
 FC1335
 FC1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD106909(NAD 83)
 FC1335_MARKER: DR = REFERENCE MARK DISK
 FC1335_SETTING: 66 = SET IN ROCK OUTCROP
 FC1335_SP_SET: OUTCROP
 FC1335_STAMPING: JUMP NO 2 1962
 FC1335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1335+STABILITY: POSITION/ELEVATION WELL
 FC1335
 FC1335  HISTORY     - Date     Condition        Report By
 FC1335  HISTORY     - 1962     MONUMENTED       CGS
 FC1335  HISTORY     - 1964     GOOD             NGS
 FC1335
 FC1335                          STATION DESCRIPTION
 FC1335
 FC1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FC1335'7.1 MI SE FROM MONTEAGLE.
 FC1335'THIS MARK IS AT THE JUMP 1962 TRAVERSE STATION SITE.  IT IS 70
 FC1335'FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41 AND
 FC1335'64, 26.21 FEET NORTH OF THE STATION JUMP 1962, 26 FEET SOUTHWEST
 FC1335'OF A POWERLINE POLE, AND INSIDE THE RIGHT-OF-WAY FENCE FOR
 FC1335'INTERSTATE ROUTE 24.  A STANDARD REFERENCE MARK DISK CEMENTED
 FC1335'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 4
 FC1335'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0329 ***********************************************************************
 GD0329  DESIGNATION -  JUNIOR
 GD0329  PID         -  GD0329
 GD0329  STATE/COUNTY-  TN/WEAKLEY
 GD0329  USGS QUAD   -  MARTIN (1983)
 GD0329
 GD0329                         *CURRENT SURVEY CONTROL
 GD0329  ___________________________________________________________________
 GD0329* NAD 83(1995)-  36 20 29.73790(N)    088 51 48.88076(W)     ADJUSTED  
 GD0329* NAVD 88     -       127.252  (meters)     417.49   (feet)  ADJUSTED  
 GD0329  ___________________________________________________________________
 GD0329  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GD0329  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0329  DYNAMIC HT  -         127.149 (meters)     417.15  (feet)  COMP
 GD0329  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GD0329
 GD0329  HORZ ORDER  -  THIRD
 GD0329  VERT ORDER  -  FIRST     CLASS II
 GD0329
 GD0329.The horizontal coordinates were established by classical geodetic methods
 GD0329.and adjusted by the National Geodetic Survey in April 1999..
 GD0329
 GD0329.The orthometric height was determined by differential leveling
 GD0329.and adjusted by the National Geodetic Survey in June 1991..
 GD0329
 GD0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0329
 GD0329.The geoid height was determined by GEOID03.
 GD0329
 GD0329.The dynamic height is computed by dividing the NAVD 88
 GD0329.geopotential number by the normal gravity value computed on the
 GD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0329.degrees latitude (g = 980.6199 gals.).
 GD0329
 GD0329.The modeled gravity was interpolated from observed gravity values.
 GD0329
 GD0329;                    North         East     Units Scale Factor Converg.
 GD0329;SPC TN       -   226,578.801   342,967.190   MT  0.99998755   -1 40 35.2
 GD0329;SPC TN       -   743,367.28  1,125,218.19   sFT  0.99998755   -1 40 35.2
 GD0329;UTM  16      - 4,023,449.372   332,758.618   MT  0.99994462   -1 06 16.6
 GD0329
 GD0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0329!SPC TN       -   0.99998445  x   0.99998755  =   0.99997200
 GD0329!UTM  16      -   0.99998445  x   0.99994462  =   0.99992907
 GD0329
 GD0329:                Primary Azimuth Mark                     Grid Az
 GD0329:SPC TN       -  JUNIOR AZ MK                             042 35 28.9
 GD0329:UTM  16      -  JUNIOR AZ MK                             042 01 10.3
 GD0329
 GD0329|---------------------------------------------------------------------|
 GD0329| PID    Reference Object                     Distance      Geod. Az  |
 GD0329|                                                           dddmmss.s |
 GD0329| GD0327 JUNIOR AZ MK                                       0405453.7 |
 GD0329| GD0330 JUNIOR RM 1                           4.578 METERS 05317     |
 GD0329| GD1517 MARTIN FIRST METH CHURCH SPIRE      APPROX. 1.4 KM 0851049.0 |
 GD0329| GD1519 MARTIN MUNICIPAL TANK               APPROX. 1.4 KM 0863526.7 |
 GD0329| GD1521 MARTIN TVA STACK                    APPROX. 1.3 KM 0870047.0 |
 GD0329| GD1518 MARTIN JR COLL U TENN CHIMNEY       329.646 METERS 10712     |
 GD0329| GD1523 BELL                                APPROX. 8.4 KM 2234418.7 |
 GD0329| CG3623 JUNIOR RM 2                          77.358 METERS 31448     |
 GD0329|---------------------------------------------------------------------|
 GD0329
 GD0329                          SUPERSEDED SURVEY CONTROL
 GD0329
 GD0329  NAD 83(1995)-  36 20 29.73898(N)    088 51 48.88178(W) AD(       ) 3
 GD0329  NAD 83(1995)-  36 20 29.74024(N)    088 51 48.88354(W) AD(       ) 3
 GD0329  NAD 83(1986)-  36 20 29.75094(N)    088 51 48.87959(W) AD(       ) 3
 GD0329  NAD 27      -  36 20 29.52000(N)    088 51 48.66000(W) AD(       ) 3
 GD0329  NGVD 29 (??/??/??)  127.260  (m)          417.52   (f) ADJUSTED    1 2
 GD0329
 GD0329.Superseded values are not recommended for survey control.
 GD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0329.See file dsdata.txt to determine how the superseded data were derived.
 GD0329
 GD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3275923449(NAD 83)
 GD0329_MARKER: DS = TRIANGULATION STATION DISK
 GD0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0329_STAMPING: JUNIOR 1934
 GD0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0329+STABILITY: SURFACE MOTION
 GD0329
 GD0329  HISTORY     - Date     Condition        Report By
 GD0329  HISTORY     - 1934     MONUMENTED       CGS
 GD0329  HISTORY     - 1967     GOOD             CGS
 GD0329  HISTORY     - 1967     GOOD             CGS
 GD0329  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0329
 GD0329                          STATION DESCRIPTION
 GD0329
 GD0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD0329'ABOUT 0.7 MILE WEST OF POST OFFICE IN MARTIN, ON GROUNDS OF JUNIOR
 GD0329'COLLEGE OF UNIVERSITY OF TENNESSEE, 19.65 FEET EAST OF EAST SIDE OF
 GD0329'WEST WING OF INDUSTRIAL ARTS BUILDING, AND 12.5 FEET NORTH OF NORTH
 GD0329'SIDE OF SAME BUILDING.  TO REACH FROM POST OFFICE IN MARTIN,
 GD0329'FOLLOW ROUTE 22 WEST 0.7 MILE, TURN LEFT AND GO TO TOP OF HILL AND
 GD0329'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 GD0329'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH MARKS
 GD0329'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1, FLUSH
 GD0329'WITH SURFACE OF GROUND, IS 87.7 FEET NORTH-NORTHEAST OF NORTHEAST
 GD0329'CORNER OF INDUSTRIAL ARTS BUILDING, 3.7 FEET NORTHWEST OF 18-INCH ELM
 GD0329'TREE, AND 150.2 FEET FROM STATION N 53 DEG 17 MIN E.  NO. 2
 GD0329'IS 12 FEET WEST OF CENTER LINE OF DRIVE TO BUILDINGS AND 253.8
 GD0329'FEET FROM STATION N 45 DEG 12 MIN W.  AZIMUTH MARK IS
 GD0329'ABOUT 100 YARDS NORTH OF EAST ENTRANCE TO GYMNASIUM, 1 FOOT EAST OF
 GD0329'EAST FENCE OF ATHLETIC FIELD, AND APPROXIMATELY 0.25 MILE FROM
 GD0329'STATION N 40 DEG 55 MIN E.
 GD0329
 GD0329                          STATION RECOVERY (1967)
 GD0329
 GD0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD0329'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GD0329'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 GD0329'DESTROYED BY GRADING OPERATIONS ABOUT 11 YEARS AGO.  THE AZIMUTH
 GD0329'MARK IS NO LONGER VISIBLE FROM THE STATION BECAUSE OF BUILDINGS ON
 GD0329'LINE.  NO NEW REFERENCE MARK OR AZIMUTH MARK WERE SET BECAUSE NO
 GD0329'VISIBLE STATION IS NOW EXISTENT FOR AN INITIAL.  THE AZIMUTH
 GD0329'MARK WAS NOT DISTURBED AS IT IS NOW A BENCH MARK.
 GD0329'
 GD0329'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD0329'
 GD0329'THE STATION IS LOCATED ON THE CAMPUS OF THE MARTIN BRANCH OF THE
 GD0329'UNIVERSITY OF TENNESSEE, FORMERLY THE JUNIOR COLLEGE OF UNIVERSITY
 GD0329'OF TENNESSEE.
 GD0329'
 GD0329'TO REACH THE STATION FROM THE NEW POST OFFICE IN MARTIN, GO WEST ON
 GD0329'U.S. HIGHWAY 45E AND STATE ROUTE 22 FOR 0.1 MILE TO WHERE U.S.
 GD0329'HIGHWAY 45E TURNS LEFT.  HERE CONTINUE WEST ON STATE ROUTE 22 FOR
 GD0329'0.75 MILE TO MT. PELIA ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON
 GD0329'MT. PELIA ROAD FOR 0.2 MILE TO A PAVED DRIVE LEFT LEADING EASTERLY,
 GD0329'TURN LEFT AND GO EAST ON THIS DRIVE FOR 0.1 MILE TO A PARKING LOT
 GD0329'WEST OF THE ENGINEERING AND MAINTENANCE BUILDING AND THE
 GD0329'STATION IN A LANDSCAPED AREA AT THE NORTH SIDE OF THIS BUILDING AS
 GD0329'DESCRIBED.
 GD0329'
 GD0329'THE STATION IS 79 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 GD0329'EAST WING OF THE BUILDING, 22.5 FEET EAST-SOUTHEAST OF THE NORTHEAST
 GD0329'CORNER OF THE WEST WING OF THE BUILDING, 22.4 FEET SOUTH OF THE
 GD0329'SOUTH CURB OF AN ASPHALT WALKWAY, 20 FEET NORTHEAST OF THE CENTER OF
 GD0329'THE WEST ENTRANCE INTO THE BUILDING, 12.6 FEET EAST OF THE EAST
 GD0329'EDGE OF THE ENTRANCE SIDEWALK, AND 10 FEET EAST-NORTHEAST OF A
 GD0329'SMALL BURFORT HOLLY BUSH.  IT IS A STANDARD DISK SET IN THE TOP OF
 GD0329'A 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SWARD
 GD0329'AND THE DISK IS STAMPED JUNIOR 1934.
 GD0329'
 GD0329'REFERENCE MARK NO. 1 IS IN A LANDSCAPED AREA NORTH OF THE MAINTENANCE
 GD0329'BUILDING, 88 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE EAST
 GD0329'WING OF THE BUILDING, 63 FEET EAST OF A 40-INCH CHESTNUT OAK TREE,
 GD0329'AND 6 FEET NORTHWEST OF A 10-INCH GINKO TREE.  IT IS A STANDARD
 GD0329'DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 GD0329'AND THE DISK IS STAMPED JUNIOR NO 1 1934.
 GD0329'
 GD0329'THE AZIMUTH MARK IS LOCATED ALONG A FENCE AT THE EAST EDGE OF THE
 GD0329'ATHLETIC FIELD, 276 FEET NORTH OF THE EAST ENTRANCE OF THE WOMENS
 GD0329'GYM, 169 FEET NORTH OF A FLAGPOLE, 98 FEET SOUTHWEST OF THE
 GD0329'APPROXIMATE CENTER OF THE INTERSECTION OF OXFORD AND MOODY
 GD0329'STREETS, 56 FEET SOUTH OF A PEDESTRIANS ENTRANCE INTO THE ATHLETIC
 GD0329'FIELD, 37 FEET NORTH-NORTHWEST OF A LARGE POLE SUPPORTING
 GD0329'A BRACT OF FLOODLIGHTS, 22 FEET WEST OF THE WEST CURB OF MOODY
 GD0329'STREET, AND 1 FOOT EAST OF A CHAIN LINK FENCE.  IT IS A STANDARD DISK
 GD0329'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD0329'16 INCHES AND THE DISK IS STAMPED JUNIOR AZI 1934.
 GD0329'
 GD0329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.7 MILE
 GD0329'WEST OF DOWNTOWN MARTIN.
 GD0329
 GD0329                          STATION RECOVERY (1967)
 GD0329
 GD0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0329'0.7 MI W FROM MARTIN.
 GD0329'THE MARK IS ON THE CAMPUS OF THE MARTIN BRANCH OF THE UNIVERSITY
 GD0329'OF TENNESSEE AT THE SITE OF TRIANGULATION STATION JUNIOR 1934,
 GD0329'ABOUT 0.85 MILE WEST ALONG STATE ROUTE 22 FROM THE NEW POST
 GD0329'OFFICE IN MARTIN, THENCE ABOUT 0.2 MILE SOUTH ALONG MT. PELIA
 GD0329'ROAD TO A PAVED DRIVE ON THE LEFT, THENCE EAST ALONG THEPAVED
 GD0329'DRIVE FOR 0.1 MILE TO A PARKING LOT AT THE WEST EDGE OF THE
 GD0329'ENGINEERING AND MAINTENANCE BUILDING AND THE MARK NORTH OF THIS
 GD0329'BUILDING.  IT IS 76 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 GD0329'OF THE EAST WING, 22.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 GD0329'OF THE WEST WING, 22.4 FEET SOUTH OF THE CURB OF AN ASPHALT WALKWAY,
 GD0329'20 FEET NORTHEAST OF THE CENTER OF THE WEST ENTRANCE, 12.6 FEET EAST
 GD0329'OF THE EDGE OF THE ENTRANCE SIDEWALK, AND 10 FEET EAST-NORTHEAST
 GD0329'OF A SMALL BURFORT HOLLY BUSH.  IT IS A STANDARD DISK SET IN THE
 GD0329'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 2 INCHES BELOW
 GD0329'THE SWARD AND THE DISK IS STAMPED JUNIOR 1934.
 GD0329
 GD0329                          STATION RECOVERY (2002)
 GD0329
 GD0329'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0329'AFTER SPEAKING TO A FACULTY MEMBER SINCE 1965, MONUMENT IS NOW UNDER
 GD0329'NEW ENGINEERING BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0327 ***********************************************************************
 GD0327  DESIGNATION -  JUNIOR AZ MK
 GD0327  PID         -  GD0327
 GD0327  STATE/COUNTY-  TN/WEAKLEY
 GD0327  USGS QUAD   -  MARTIN (1983)
 GD0327
 GD0327                         *CURRENT SURVEY CONTROL
 GD0327  ___________________________________________________________________
 GD0327* NAD 83(1986)-  36 20 29.     (N)    088 51 48.     (W)     SCALED    
 GD0327* NAVD 88     -       124.774  (meters)     409.36   (feet)  ADJUSTED  
 GD0327  ___________________________________________________________________
 GD0327  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0327  DYNAMIC HT  -         124.672 (meters)     409.03  (feet)  COMP
 GD0327  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GD0327
 GD0327  VERT ORDER  -  FIRST     CLASS II
 GD0327
 GD0327.The horizontal coordinates were scaled from a topographic map and have
 GD0327.an estimated accuracy of +/- 6 seconds.
 GD0327
 GD0327.The orthometric height was determined by differential leveling
 GD0327.and adjusted by the National Geodetic Survey in June 1991..
 GD0327
 GD0327.The geoid height was determined by GEOID03.
 GD0327
 GD0327.The dynamic height is computed by dividing the NAVD 88
 GD0327.geopotential number by the normal gravity value computed on the
 GD0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0327.degrees latitude (g = 980.6199 gals.).
 GD0327
 GD0327.The modeled gravity was interpolated from observed gravity values.
 GD0327
 GD0327;                    North         East    Units  Estimated Accuracy
 GD0327;SPC TN       -   226,560.      342,990.      MT  (+/- 180 meters Scaled)
 GD0327
 GD0327                          SUPERSEDED SURVEY CONTROL
 GD0327
 GD0327  NGVD 29 (??/??/??)  124.782  (m)          409.39   (f) ADJUSTED    1 2
 GD0327
 GD0327.Superseded values are not recommended for survey control.
 GD0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0327.See file dsdata.txt to determine how the superseded data were derived.
 GD0327
 GD0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF327234(NAD 83)
 GD0327_MARKER: DZ = AZIMUTH MARK DISK
 GD0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0327_STAMPING: JUNIOR AZI 1934
 GD0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0327+STABILITY: SURFACE MOTION
 GD0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0327+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0327
 GD0327  HISTORY     - Date     Condition        Report By
 GD0327  HISTORY     - 1934     MONUMENTED       CGS
 GD0327  HISTORY     - 1967     GOOD             CGS
 GD0327  HISTORY     - 20020820 GOOD             USACE
 GD0327
 GD0327                          STATION DESCRIPTION
 GD0327
 GD0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0327'0.7 MI W FROM MARTIN.
 GD0327'THE MARK IS ABOUT 0.6 OF A MILE WEST ALONG STATE ROUTE 22 FROM
 GD0327'THE NEW POST OFFICE IN MARTIN, THENCE NORTH ALONG MOODY STREET
 GD0327'FOR 0.1 MILE TO THE EAST ENTRANCE INTO THE ATHLETIC FIELD OF THE
 GD0327'MARTIN BRANCH OF THE UNIVERSITY OF TENNESSEE AND THE MARK ON
 GD0327'THE LEFT.  IT IS 276 FEET NORTH OF THE EAST ENTRANCE INTO THE
 GD0327'WOMENS GYM, 169 FEET NORTH OF A FLAGPOLE, 98 FEET SOUTHWEST OF
 GD0327'THE APPROXIMATE CENTER OF THE INTERSECTION OF OXFORD STREET AND
 GD0327'MOODY STREET, 56 FEET SOUTH OF A PEDESTRIANS ENTRANCE INTO THE
 GD0327'ATHLETIC FIELD, 37 FEET NORTH-NORTHWEST OF A LARGE POLE
 GD0327'SUPPORTING A BRACT OF FLOOD LIGHTS, 22 FEET WEST OF THE WEST CURB
 GD0327'OF MOODY STREET, AND 1 FOOT EAST OF A CHAIN LINK FENCE.  IT IS
 GD0327'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD0327'ROUND, CONCRETE MONUMENT THAT PROJECTS 16 INCHES AND THE DISK IS
 GD0327'STAMPED JUNIOR AZI 1934.
 GD0327
 GD0327                          STATION RECOVERY (2002)
 GD0327
 GD0327'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0330 ***********************************************************************
 GD0330  DESIGNATION -  JUNIOR RM 1
 GD0330  PID         -  GD0330
 GD0330  STATE/COUNTY-  TN/WEAKLEY
 GD0330  USGS QUAD   -  MARTIN (1983)
 GD0330
 GD0330                         *CURRENT SURVEY CONTROL
 GD0330  ___________________________________________________________________
 GD0330* NAD 83(1986)-  36 20 30.     (N)    088 51 49.     (W)     SCALED    
 GD0330* NAVD 88     -       125.381  (meters)     411.35   (feet)  ADJUSTED  
 GD0330  ___________________________________________________________________
 GD0330  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0330  DYNAMIC HT  -         125.279 (meters)     411.02  (feet)  COMP
 GD0330  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 GD0330
 GD0330  VERT ORDER  -  FIRST     CLASS II
 GD0330
 GD0330.The horizontal coordinates were scaled from a topographic map and have
 GD0330.an estimated accuracy of +/- 6 seconds.
 GD0330
 GD0330.The orthometric height was determined by differential leveling
 GD0330.and adjusted by the National Geodetic Survey in June 1991..
 GD0330
 GD0330.The geoid height was determined by GEOID03.
 GD0330
 GD0330.The dynamic height is computed by dividing the NAVD 88
 GD0330.geopotential number by the normal gravity value computed on the
 GD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0330.degrees latitude (g = 980.6199 gals.).
 GD0330
 GD0330.The modeled gravity was interpolated from observed gravity values.
 GD0330
 GD0330;                    North         East    Units  Estimated Accuracy
 GD0330;SPC TN       -   226,590.      342,960.      MT  (+/- 180 meters Scaled)
 GD0330
 GD0330                          SUPERSEDED SURVEY CONTROL
 GD0330
 GD0330  NGVD 29 (??/??/??)  125.389  (m)          411.38   (f) ADJUSTED    1 2
 GD0330
 GD0330.Superseded values are not recommended for survey control.
 GD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0330.See file dsdata.txt to determine how the superseded data were derived.
 GD0330
 GD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF327234(NAD 83)
 GD0330_MARKER: DR = REFERENCE MARK DISK
 GD0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0330_STAMPING: JUNIOR NO 1 1934
 GD0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0330+STABILITY: SURFACE MOTION
 GD0330
 GD0330  HISTORY     - Date     Condition        Report By
 GD0330  HISTORY     - 1934     MONUMENTED       CGS
 GD0330  HISTORY     - 1967     GOOD             CGS
 GD0330  HISTORY     - 20020820 MARK NOT FOUND   USACE
 GD0330
 GD0330                          STATION DESCRIPTION
 GD0330
 GD0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0330'0.7 MI W FROM MARTIN.
 GD0330'THE MARK IS ON THE CAMPUS OF THE MARTIN BRANCH OF THE UNIVERSITY
 GD0330'OF TENNESSEE AT THE SITE OF TRIANGULATION STATION JUNIOR 1934,
 GD0330'ABOUT 0.85 MILE WEST ALONG STATE ROUTE 22 FROM THE NEW POST
 GD0330'OFFICE IN MARTIN, THENCE ABOUT 0.2 MILE SOUTH ALONG MT. PELIA
 GD0330'ROAD TO A PAVED DRIVE ON THE LEFT, THENCE EAST ALONG THE PAVED
 GD0330'DRIVE FOR 0.1 MILE TO A PARKING LOT AT THE WEST EDGE OF THE
 GD0330'ENGINEERING AND MAINTENANCE BUILDING AND THE MARK NORTH OF THIS
 GD0330'BUILDING.  IT IS 150.2 FEET NORTHEAST OF THE STATION, 88 FEET
 GD0330'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE EAST WING, 63
 GD0330'FEET EAST OF A 40-INCH CHESTNUT OAK TREE, AND 6 FEET NORTHWEST
 GD0330'OF A 10-INCH GINKO TREE.  IT IS A STANDARD DISK SET IN THE TOP
 GD0330'OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD0330'STAMPED JUNIOR NO 1 1934.
 GD0330
 GD0330                          STATION RECOVERY (2002)
 GD0330
 GD0330'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0330'AFTER SPEAKING TO A FACULTY MEMBER SINCE 1965, MONUMENT IS NOW UNDER
 GD0330'NEW ENGINEERING BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0937 ***********************************************************************
 FD0937  DESIGNATION -  JUNK
 FD0937  PID         -  FD0937
 FD0937  STATE/COUNTY-  TN/LAWRENCE
 FD0937  USGS QUAD   -  SUMMERTOWN (1976)
 FD0937
 FD0937                         *CURRENT SURVEY CONTROL
 FD0937  ___________________________________________________________________
 FD0937* NAD 83(1995)-  35 25 51.41397(N)    087 16 52.21355(W)     ADJUSTED  
 FD0937* NAVD 88     -       313.151  (meters)    1027.40   (feet)  ADJUSTED  
 FD0937  ___________________________________________________________________
 FD0937  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FD0937  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0937  DYNAMIC HT  -         312.862 (meters)    1026.45  (feet)  COMP
 FD0937  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0937
 FD0937  HORZ ORDER  -  SECOND
 FD0937  VERT ORDER  -  SECOND    CLASS 0
 FD0937
 FD0937.The horizontal coordinates were established by classical geodetic methods
 FD0937.and adjusted by the National Geodetic Survey in April 1999..
 FD0937
 FD0937.The orthometric height was determined by differential leveling
 FD0937.and adjusted by the National Geodetic Survey in June 1991..
 FD0937
 FD0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0937
 FD0937.The geoid height was determined by GEOID03.
 FD0937
 FD0937.The dynamic height is computed by dividing the NAVD 88
 FD0937.geopotential number by the normal gravity value computed on the
 FD0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0937.degrees latitude (g = 980.6199 gals.).
 FD0937
 FD0937.The modeled gravity was interpolated from observed gravity values.
 FD0937
 FD0937;                    North         East     Units Scale Factor Converg.
 FD0937;SPC TN       -   122,541.354   483,667.254   MT  0.99997300   -0 45 00.2
 FD0937;SPC TN       -   402,037.76  1,586,831.65   sFT  0.99997300   -0 45 00.2
 FD0937;UTM  16      - 3,920,871.602   474,477.943   MT  0.99960803   -0 09 46.8
 FD0937
 FD0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0937!SPC TN       -   0.99995522  x   0.99997300  =   0.99992822
 FD0937!UTM  16      -   0.99995522  x   0.99960803  =   0.99956327
 FD0937
 FD0937|---------------------------------------------------------------------|
 FD0937| PID    Reference Object                     Distance      Geod. Az  |
 FD0937|                                                           dddmmss.s |
 FD0937| FD0938 JUNK RM 1                            22.351 METERS 00544     |
 FD0937| FD0939 JUNK AZ MK                                         0101140.1 |
 FD0937| FD0936 JUNK RM 2                            22.232 METERS 18917     |
 FD0937|---------------------------------------------------------------------|
 FD0937
 FD0937                          SUPERSEDED SURVEY CONTROL
 FD0937
 FD0937  NAD 83(1995)-  35 25 51.41728(N)    087 16 52.21522(W) AD(       ) 2
 FD0937  NAD 83(1995)-  35 25 51.41825(N)    087 16 52.21548(W) AD(       ) 2
 FD0937  NAD 83(1986)-  35 25 51.42487(N)    087 16 52.21428(W) AD(       ) 2
 FD0937  NAD 27      -  35 25 51.14380(N)    087 16 52.16450(W) AD(       ) 2
 FD0937  NGVD 29 (??/??/92)  313.132  (m)         1027.33   (f) ADJ UNCH    2 0
 FD0937
 FD0937.Superseded values are not recommended for survey control.
 FD0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0937.See file dsdata.txt to determine how the superseded data were derived.
 FD0937
 FD0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7447820872(NAD 83)
 FD0937_MARKER: DD = SURVEY DISK
 FD0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0937_STAMPING: JUNK 1962
 FD0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0937+STABILITY: SURFACE MOTION
 FD0937
 FD0937  HISTORY     - Date     Condition        Report By
 FD0937  HISTORY     - 1962     MONUMENTED       TNHD
 FD0937  HISTORY     - 1963     GOOD             TNHD
 FD0937  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0937
 FD0937                          STATION DESCRIPTION
 FD0937
 FD0937'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0937'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF LAWRENCEBURG AND 9
 FD0937'MILES SOUTHWEST OF
 FD0937'MT PLEASANT.
 FD0937'
 FD0937'TO REACH THE STATION FROM THE POST OFFICE IN MT PLEASANT, GO
 FD0937'SOUTHWEST ON U S HIGHWAY
 FD0937'43 FOR 8.3 MILES TO THE JUNCTION OF U S HIGHWAY 43 AND STATE
 FD0937'ROUTE 20, CONTINUE FOR 0.4
 FD0937'MILE ON U S HIGHWAY 43 TO THE AZIMUTH MARK
 FD0937'ON THE LEFT, CONTINUE SOUTH FOR 0.5 MILE TO
 FD0937'THE STATION ON THE RIGHT.
 FD0937'
 FD0937'THE STATION IS 54 FEET WEST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0937'43 AND 7.3 FEET EAST OF A
 FD0937'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE
 FD0937'STANDARD TENNESSEE HIGHWAY
 FD0937'DEPARTMENT DISKS AND ARE STAMPED JUNK
 FD0937'1962.  THE UNDERGROUND MARK IS ABOUT 30
 FD0937'INCHES BELOW THE SURFACE.
 FD0937'THE SURFACE MARK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0937'
 FD0937'REFERENCE MARK NO 1 IS 58 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0937'HIGHWAY 43 AND 5 FEET
 FD0937'EAST OF A FENCE LINE.  IT IS A STANDARD TENNESSEE
 FD0937'HIGHWAY DEPARTMENT DISK SET IN A
 FD0937'10-INCH SQUARE, FLUSH, CONCRETE
 FD0937'MONUMENT AND THE DISK IS STAMPED JUNK RM 1 1962.
 FD0937'
 FD0937'REFERENCE MARK NO 2 IS 56 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0937'HIGHWAY 43, 38 FEET NORTH
 FD0937'OF TELEPHONE NO 13 AND 5 FEET EAST OF A FENCE LINE.
 FD0937'IT IS A STANDARD TENNESSEE HIGHWAY
 FD0937'DEPARTMENT DISK SET IN A 10-INCH
 FD0937'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD0937'STAMPED JUNK RM 2 1962.
 FD0937'
 FD0937'THE AZIMUTH MARK IS 101 FEET SOUTH OF TEH MAURY-LAWRENCE COUNTY LINE,
 FD0937'52 FEET EAST OF THE
 FD0937'APPROXIMATE CENTER OF U S HIGHWAY 43 AND 1.8 FEET WEST OF
 FD0937'POWER POLE NO 422.  IT IS A
 FD0937'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0937'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD0937'MONUMENT, AND THE DISK
 FD0937'IS STAMPED JUNK AZI 1962.
 FD0937'
 FD0937'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0937'
 FD0937'HEIGHT OF LIGHT ABOVE STATION MARK 22.18 METERS.
 FD0937
 FD0937                          STATION RECOVERY (1963)
 FD0937
 FD0937'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 FD0937'9 MI SW FROM MT PLEASANT.
 FD0937'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTHWESTERLY ON U.S.
 FD0937'HIGHWAY 43 FOR 8.3 MILES TO THE JUNCTION OF U.S. HIGHWAY 43 AND
 FD0937'STATE ROUTE 20, CONTINUE FOR 0.5 MILE TO THE STATION ON THE
 FD0937'RIGHT.  THE STATION MARK IS 54 FEET WEST OF THE CENTER OF U.S.
 FD0937'HIGHWAY 43 AND 7.3 FEET EAST OF A WITNESS POST.  THE MARK IS A
 FD0937'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FD0937'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0937
 FD0937                          STATION RECOVERY (1983)
 FD0937
 FD0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0937'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0939 ***********************************************************************
 FD0939  DESIGNATION -  JUNK AZ MK
 FD0939  PID         -  FD0939
 FD0939  STATE/COUNTY-  TN/LAWRENCE
 FD0939  USGS QUAD   -  SUMMERTOWN (1976)
 FD0939
 FD0939                         *CURRENT SURVEY CONTROL
 FD0939  ___________________________________________________________________
 FD0939* NAD 83(1986)-  35 26 19.     (N)    087 16 47.     (W)     SCALED    
 FD0939* NAVD 88     -       306.129  (meters)    1004.36   (feet)  ADJUSTED  
 FD0939  ___________________________________________________________________
 FD0939  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0939  DYNAMIC HT  -         305.846 (meters)    1003.43  (feet)  COMP
 FD0939  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 FD0939
 FD0939  VERT ORDER  -  SECOND    CLASS 0
 FD0939
 FD0939.The horizontal coordinates were scaled from a topographic map and have
 FD0939.an estimated accuracy of +/- 6 seconds.
 FD0939
 FD0939.The orthometric height was determined by differential leveling
 FD0939.and adjusted by the National Geodetic Survey in June 1991..
 FD0939
 FD0939.The geoid height was determined by GEOID03.
 FD0939
 FD0939.The dynamic height is computed by dividing the NAVD 88
 FD0939.geopotential number by the normal gravity value computed on the
 FD0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0939.degrees latitude (g = 980.6199 gals.).
 FD0939
 FD0939.The modeled gravity was interpolated from observed gravity values.
 FD0939
 FD0939;                    North         East    Units  Estimated Accuracy
 FD0939;SPC TN       -   123,390.      483,810.      MT  (+/- 180 meters Scaled)
 FD0939
 FD0939                          SUPERSEDED SURVEY CONTROL
 FD0939
 FD0939  NGVD 29 (??/??/92)  306.109  (m)         1004.29   (f) ADJ UNCH    2 0
 FD0939
 FD0939.Superseded values are not recommended for survey control.
 FD0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0939.See file dsdata.txt to determine how the superseded data were derived.
 FD0939
 FD0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE746217(NAD 83)
 FD0939_MARKER: DD = SURVEY DISK
 FD0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0939_STAMPING: JUNK AZI 1962
 FD0939_MARK LOGO: TNHD  
 FD0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0939+STABILITY: SURFACE MOTION
 FD0939
 FD0939  HISTORY     - Date     Condition        Report By
 FD0939  HISTORY     - 1962     MONUMENTED       TNHD
 FD0939  HISTORY     - 1963     GOOD             TNHD
 FD0939  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0939
 FD0939                          STATION DESCRIPTION
 FD0939
 FD0939'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0939'9 MI SW FROM MT PLEASANT.
 FD0939'FROM THE POST OFFICE IN MT. PLEASANT, GO SOUTHWESTERLY ON U.S.
 FD0939'HIGHWAY 43 FOR 9 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH MARK
 FD0939'IS 52 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 43, 101 FEET
 FD0939'SOUTH OF THE MAURY-LAWRENCE COUNTY LINE AND 1.8 FEET WEST OF POWER
 FD0939'POLE NO. 422.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0939'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0939'THE GROUND.
 FD0939
 FD0939                          STATION RECOVERY (1983)
 FD0939
 FD0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0939'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0938 ***********************************************************************
 FD0938  DESIGNATION -  JUNK RM 1
 FD0938  PID         -  FD0938
 FD0938  STATE/COUNTY-  TN/LAWRENCE
 FD0938  USGS QUAD   -  SUMMERTOWN (1976)
 FD0938
 FD0938                         *CURRENT SURVEY CONTROL
 FD0938  ___________________________________________________________________
 FD0938* NAD 83(1986)-  35 25 51.     (N)    087 16 52.     (W)     SCALED    
 FD0938* NAVD 88     -       312.368  (meters)    1024.83   (feet)  ADJUSTED  
 FD0938  ___________________________________________________________________
 FD0938  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0938  DYNAMIC HT  -         312.079 (meters)    1023.88  (feet)  COMP
 FD0938  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0938
 FD0938  VERT ORDER  -  SECOND    CLASS 0
 FD0938
 FD0938.The horizontal coordinates were scaled from a topographic map and have
 FD0938.an estimated accuracy of +/- 6 seconds.
 FD0938
 FD0938.The orthometric height was determined by differential leveling
 FD0938.and adjusted by the National Geodetic Survey in June 1991..
 FD0938
 FD0938.The geoid height was determined by GEOID03.
 FD0938
 FD0938.The dynamic height is computed by dividing the NAVD 88
 FD0938.geopotential number by the normal gravity value computed on the
 FD0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0938.degrees latitude (g = 980.6199 gals.).
 FD0938
 FD0938.The modeled gravity was interpolated from observed gravity values.
 FD0938
 FD0938;                    North         East    Units  Estimated Accuracy
 FD0938;SPC TN       -   122,530.      483,670.      MT  (+/- 180 meters Scaled)
 FD0938
 FD0938                          SUPERSEDED SURVEY CONTROL
 FD0938
 FD0938  NGVD 29 (??/??/92)  312.348  (m)         1024.76   (f) ADJ UNCH    2 0
 FD0938
 FD0938.Superseded values are not recommended for survey control.
 FD0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0938.See file dsdata.txt to determine how the superseded data were derived.
 FD0938
 FD0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE744208(NAD 83)
 FD0938_MARKER: DD = SURVEY DISK
 FD0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0938_STAMPING: JUNK RM 1 1962
 FD0938_MARK LOGO: TNHD  
 FD0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0938+STABILITY: SURFACE MOTION
 FD0938
 FD0938  HISTORY     - Date     Condition        Report By
 FD0938  HISTORY     - 1962     MONUMENTED       TNHD
 FD0938  HISTORY     - 1963     GOOD             TNHD
 FD0938  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0938
 FD0938                          STATION DESCRIPTION
 FD0938
 FD0938'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0938'9 MI SW FROM MT PLEASANT.
 FD0938'THIS MARK IS LOCATED AT THE JUNK 1962 STATION SITE, 58 FEET WEST
 FD0938'OF THE CENTERLINE OF U.S. HIGHWAY 43, 73 FEET NORTH OF THE
 FD0938'STATION AND 5 FEET EAST OF A FENCE LINE.  THE MARK IS A STANDARD
 FD0938'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FD0938'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0938
 FD0938                          STATION RECOVERY (1983)
 FD0938
 FD0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0938'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0936 ***********************************************************************
 FD0936  DESIGNATION -  JUNK RM 2
 FD0936  PID         -  FD0936
 FD0936  STATE/COUNTY-  TN/LAWRENCE
 FD0936  USGS QUAD   -  SUMMERTOWN (1976)
 FD0936
 FD0936                         *CURRENT SURVEY CONTROL
 FD0936  ___________________________________________________________________
 FD0936* NAD 83(1986)-  35 25 51.     (N)    087 16 52.     (W)     SCALED    
 FD0936* NAVD 88     -       313.162  (meters)    1027.43   (feet)  ADJUSTED  
 FD0936  ___________________________________________________________________
 FD0936  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FD0936  DYNAMIC HT  -         312.873 (meters)    1026.48  (feet)  COMP
 FD0936  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 FD0936
 FD0936  VERT ORDER  -  SECOND    CLASS 0
 FD0936
 FD0936.The horizontal coordinates were scaled from a topographic map and have
 FD0936.an estimated accuracy of +/- 6 seconds.
 FD0936
 FD0936.The orthometric height was determined by differential leveling
 FD0936.and adjusted by the National Geodetic Survey in June 1991..
 FD0936
 FD0936.The geoid height was determined by GEOID03.
 FD0936
 FD0936.The dynamic height is computed by dividing the NAVD 88
 FD0936.geopotential number by the normal gravity value computed on the
 FD0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0936.degrees latitude (g = 980.6199 gals.).
 FD0936
 FD0936.The modeled gravity was interpolated from observed gravity values.
 FD0936
 FD0936;                    North         East    Units  Estimated Accuracy
 FD0936;SPC TN       -   122,530.      483,670.      MT  (+/- 180 meters Scaled)
 FD0936
 FD0936                          SUPERSEDED SURVEY CONTROL
 FD0936
 FD0936  NGVD 29 (??/??/92)  313.143  (m)         1027.37   (f) ADJ UNCH    2 0
 FD0936
 FD0936.Superseded values are not recommended for survey control.
 FD0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0936.See file dsdata.txt to determine how the superseded data were derived.
 FD0936
 FD0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE744208(NAD 83)
 FD0936_MARKER: DD = SURVEY DISK
 FD0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0936_STAMPING: JUNK RM 2 1962
 FD0936_MARK LOGO: TNHD  
 FD0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0936+STABILITY: SURFACE MOTION
 FD0936
 FD0936  HISTORY     - Date     Condition        Report By
 FD0936  HISTORY     - 1962     MONUMENTED       TNHD
 FD0936  HISTORY     - 1963     GOOD             TNHD
 FD0936  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0936
 FD0936                          STATION DESCRIPTION
 FD0936
 FD0936'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0936'9 MI SW FROM MT PLEASANT.
 FD0936'THIS MARK IS LOCATED AT THE JUNK 1962 STATION SITE, 56 FEET WEST
 FD0936'OF THE CENTER OF U.S. HIGHWAY 43, 38 FEET NORTH OF TELEPHONE POLE
 FD0936'NO. 13, 73 FEET SOUTH OF THE STATION AND 5 FEET EAST OF A FENCE
 FD0936'LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0936'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0936'GROUND.
 FD0936
 FD0936                          STATION RECOVERY (1983)
 FD0936
 FD0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0936'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7706 ***********************************************************************
 DG7706  CBN         -  This is a Cooperative Base Network Control Station.
 DG7706  DESIGNATION -  JWN A
 DG7706  PID         -  DG7706
 DG7706  STATE/COUNTY-  TN/DAVIDSON
 DG7706  USGS QUAD   -  SCOTTSBORO (1983)
 DG7706
 DG7706                         *CURRENT SURVEY CONTROL
 DG7706  ___________________________________________________________________
 DG7706* NAD 83(1995)-  36 11 07.12670(N)    086 52 59.07733(W)     ADJUSTED  
 DG7706* NAVD 88     -       150.7    (meters)     494.     (feet)  GPS OBS   
 DG7706  ___________________________________________________________________
 DG7706  X           -     280,241.360 (meters)                     COMP
 DG7706  Y           -  -5,146,359.011 (meters)                     COMP
 DG7706  Z           -   3,744,879.132 (meters)                     COMP
 DG7706  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DG7706  ELLIP HEIGHT-         121.36  (meters)          (08/03/04) GPS OBS
 DG7706  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DG7706
 DG7706  HORZ ORDER  -  A
 DG7706  ELLP ORDER  -  FOURTH    CLASS I
 DG7706
 DG7706.The horizontal coordinates were established by GPS observations
 DG7706.and adjusted by the National Geodetic Survey in August 2004..
 DG7706
 DG7706.The orthometric height was determined by GPS observations and a
 DG7706.high-resolution geoid model.
 DG7706
 DG7706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7706
 DG7706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7706
 DG7706.The ellipsoidal height was determined by GPS observations
 DG7706.and is referenced to NAD 83.
 DG7706
 DG7706.The geoid height was determined by GEOID03.
 DG7706
 DG7706;                    North         East     Units Scale Factor Converg.
 DG7706;SPC TN       -   205,835.423   520,568.902   MT  0.99996714   -0 31 01.2
 DG7706;SPC TN       -   675,311.72  1,707,899.81   sFT  0.99996714   -0 31 01.2
 DG7706;UTM  16      - 4,004,509.022   510,513.282   MT  0.99960136   +0 04 08.5
 DG7706
 DG7706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7706!SPC TN       -   0.99998095  x   0.99996714  =   0.99994809
 DG7706!UTM  16      -   0.99998095  x   0.99960136  =   0.99958232
 DG7706
 DG7706                          SUPERSEDED SURVEY CONTROL
 DG7706
 DG7706.No superseded survey control is available for this station.
 DG7706
 DG7706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1051304509(NAD 83)
 DG7706_MARKER: DD = SURVEY DISK
 DG7706_SETTING: 66 = SET IN ROCK OUTCROP
 DG7706_STAMPING: JWN A 1990
 DG7706_MARK LOGO: NOS   
 DG7706_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7706+STABILITY: POSITION/ELEVATION WELL
 DG7706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7706+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7706
 DG7706  HISTORY     - Date     Condition        Report By
 DG7706  HISTORY     - 1990     MONUMENTED       NOS
 DG7706  HISTORY     - 20031010 GOOD             TNDT
 DG7706
 DG7706                          STATION DESCRIPTION
 DG7706
 DG7706'DESCRIBED BY TN DEPT OF TRANSP 2003 (BES)
 DG7706'THE STATION IS LOCATED IN THE NORTH PORIOTN OF THE JOHN C. TUNE
 DG7706'AIRPORT IN NASHVILLE, TN.
 DG7706' 
 DG7706'OWNERSHIP -- METROPOLITAN NASHVILLE AIRPORT AUTHORITY, ONE TERMINAL
 DG7706'DR., SUITE 501, NASHVILLE, TN 37214-4114.
 DG7706' 
 DG7706'TO REACH THE STATION FROM THE INTERSECTION OF TERMINAL RAMP, PROCEED
 DG7706'WEST ON TAXIWAY R-1 UNTIL TAXIWAY ALPHA.  TURN RIGHT ONTO TAXIWAY
 DG7706'ALPHA AND PROCEED NORTH UNTIL THE SECOND ASPHALT ACCESS ROAD ON THE
 DG7706'RIGHT.  TURN RIGHT. STATION IS LOCATED IN THE BEDROCK NORTHEAST OF THE
 DG7706'AWAS ANTENNA.
 DG7706' 
 DG7706'THE STATION IS 125.8 FT (38.34 M) W OF THE SECURITY FENCE, 122.6 FT
 DG7706'(37.37 M) N OF THE POWER POLE, 71.6 FT (21.82 M) NE OF THE NW CORNER
 DG7706'POST OF THE FENCE AROUND THE AWAS ANTENNA. ACCESS TO THE FIELD IS
 DG7706'CONTROLLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7707 ***********************************************************************
 DG7707  CBN         -  This is a Cooperative Base Network Control Station.
 DG7707  DESIGNATION -  JWN B
 DG7707  PID         -  DG7707
 DG7707  STATE/COUNTY-  TN/DAVIDSON
 DG7707  USGS QUAD   -  SCOTTSBORO (1983)
 DG7707
 DG7707                         *CURRENT SURVEY CONTROL
 DG7707  ___________________________________________________________________
 DG7707* NAD 83(1995)-  36 10 30.95082(N)    086 53 18.74571(W)     ADJUSTED  
 DG7707* NAVD 88     -       138.9    (meters)     456.     (feet)  GPS OBS   
 DG7707  ___________________________________________________________________
 DG7707  X           -     279,785.841 (meters)                     COMP
 DG7707  Y           -  -5,147,033.508 (meters)                     COMP
 DG7707  Z           -   3,743,972.144 (meters)                     COMP
 DG7707  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DG7707  ELLIP HEIGHT-         109.59  (meters)          (08/03/04) GPS OBS
 DG7707  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG7707
 DG7707  HORZ ORDER  -  A
 DG7707  ELLP ORDER  -  FOURTH    CLASS I
 DG7707
 DG7707.The horizontal coordinates were established by GPS observations
 DG7707.and adjusted by the National Geodetic Survey in August 2004..
 DG7707
 DG7707.The orthometric height was determined by GPS observations and a
 DG7707.high-resolution geoid model.
 DG7707
 DG7707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7707
 DG7707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7707
 DG7707.The ellipsoidal height was determined by GPS observations
 DG7707.and is referenced to NAD 83.
 DG7707
 DG7707.The geoid height was determined by GEOID03.
 DG7707
 DG7707;                    North         East     Units Scale Factor Converg.
 DG7707;SPC TN       -   204,724.909   520,067.366   MT  0.99996608   -0 31 12.7
 DG7707;SPC TN       -   671,668.31  1,706,254.35   sFT  0.99996608   -0 31 12.7
 DG7707;UTM  16      - 4,003,393.845   510,023.309   MT  0.99960124   +0 03 56.8
 DG7707
 DG7707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7707!SPC TN       -   0.99998280  x   0.99996608  =   0.99994888
 DG7707!UTM  16      -   0.99998280  x   0.99960124  =   0.99958405
 DG7707
 DG7707                          SUPERSEDED SURVEY CONTROL
 DG7707
 DG7707.No superseded survey control is available for this station.
 DG7707
 DG7707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1002303394(NAD 83)
 DG7707_MARKER: DD = SURVEY DISK
 DG7707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7707_STAMPING: JWN B 1996
 DG7707_MARK LOGO: NOS   
 DG7707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7707+STABILITY: SURFACE MOTION
 DG7707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7707+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7707
 DG7707  HISTORY     - Date     Condition        Report By
 DG7707  HISTORY     - 1996     MONUMENTED       NOS
 DG7707  HISTORY     - 20031010 GOOD             TNDT
 DG7707
 DG7707                          STATION DESCRIPTION
 DG7707
 DG7707'DESCRIBED BY TN DEPT OF TRANSP 2003 (BES)
 DG7707'THE STATION IS LOCATED IN THE SOUTH PORTION OF THE JOHN C TUNE AIRPORT
 DG7707'IN NASHVILLE, TN.
 DG7707' 
 DG7707'OWNERSHIP--METROPOLITAN NASHVILLE AIRPORT AUTHORITY, ONE TERMINAL
 DG7707'DRIVE, NASHVILLE, TN 37214-4114.
 DG7707' 
 DG7707'TO REACH THE STATION FROM THE INTERSECTION OF TERMINAL RAMP, PROCEED
 DG7707'WEST ON TAXIWAY R-1 UNTIL TAXIWAY ALPHA. TURN RIGHT ONTO TAXIWAY ALPHA
 DG7707'AND PROCEED SOUTH UNTIL TAXIWAY A-1, PROCEED WEST.  TURN RIGHT,
 DG7707'STATION IS LOCATED IN THE GRASS AREA BETWEEN TAXIWAY ALPHA AND RUNWAY
 DG7707'01-19.
 DG7707' 
 DG7707'THE STATION IS 135.8 FT (41.39 M) E OF CENTERLINE OF RUNWAY 01-19,
 DG7707'85.3 FT (26.00 M) N OF THE CENTERLINE OF TAXIWAY A-1.  ACCESS TO THE
 DG7707'FIELD IS CONTROLLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7711 ***********************************************************************
 DG7711  CBN         -  This is a Cooperative Base Network Control Station.
 DG7711  DESIGNATION -  JWN C
 DG7711  PID         -  DG7711
 DG7711  STATE/COUNTY-  TN/DAVIDSON
 DG7711  USGS QUAD   -  SCOTTSBORO (1983)
 DG7711
 DG7711                         *CURRENT SURVEY CONTROL
 DG7711  ___________________________________________________________________
 DG7711* NAD 83(1995)-  36 11 22.13103(N)    086 53 05.23386(W)     ADJUSTED  
 DG7711* NAVD 88     -       149.7    (meters)     491.     (feet)  GPS OBS   
 DG7711  ___________________________________________________________________
 DG7711  X           -     280,072.871 (meters)                     COMP
 DG7711  Y           -  -5,146,093.931 (meters)                     COMP
 DG7711  Z           -   3,745,251.827 (meters)                     COMP
 DG7711  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DG7711  ELLIP HEIGHT-         120.39  (meters)          (08/03/04) GPS OBS
 DG7711  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DG7711
 DG7711  HORZ ORDER  -  A
 DG7711  ELLP ORDER  -  FOURTH    CLASS I
 DG7711
 DG7711.The horizontal coordinates were established by GPS observations
 DG7711.and adjusted by the National Geodetic Survey in August 2004..
 DG7711
 DG7711.The orthometric height was determined by GPS observations and a
 DG7711.high-resolution geoid model.
 DG7711
 DG7711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7711
 DG7711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7711
 DG7711.The ellipsoidal height was determined by GPS observations
 DG7711.and is referenced to NAD 83.
 DG7711
 DG7711.The geoid height was determined by GEOID03.
 DG7711
 DG7711;                    North         East     Units Scale Factor Converg.
 DG7711;SPC TN       -   206,299.255   520,419.262   MT  0.99996759   -0 31 04.8
 DG7711;SPC TN       -   676,833.47  1,707,408.86   sFT  0.99996759   -0 31 04.8
 DG7711;UTM  16      - 4,004,971.131   510,358.963   MT  0.99960132   +0 04 04.9
 DG7711
 DG7711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7711!SPC TN       -   0.99998111  x   0.99996759  =   0.99994870
 DG7711!UTM  16      -   0.99998111  x   0.99960132  =   0.99958243
 DG7711
 DG7711                          SUPERSEDED SURVEY CONTROL
 DG7711
 DG7711.No superseded survey control is available for this station.
 DG7711
 DG7711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1035904971(NAD 83)
 DG7711_MARKER: DD = SURVEY DISK
 DG7711_SETTING: 66 = SET IN ROCK OUTCROP
 DG7711_STAMPING: JWN C 1996
 DG7711_MARK LOGO: NGS   
 DG7711_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7711+STABILITY: POSITION/ELEVATION WELL
 DG7711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7711+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7711
 DG7711  HISTORY     - Date     Condition        Report By
 DG7711  HISTORY     - 1996     MONUMENTED       NGS
 DG7711  HISTORY     - 20031010 GOOD             NASHAP
 DG7711
 DG7711                          STATION DESCRIPTION
 DG7711
 DG7711'DESCRIBED BY METRO NASHVILLE APT AUTH 2003 (MDF)
 DG7711'THE STATION IS LOCATED IN THE NORTHWEST PORTION OF THE JOHN C TUNE
 DG7711'AIRPORT IN NASHVILLE,TN
 DG7711' 
 DG7711'OWNERSHIP--METROPOLITAN NASHVILEE AIRPORT AUTHORITY, ONE TERMINAL
 DG7711'DRIVE, SUITE 501, NASHVILLE, TN 373214-4114.
 DG7711' 
 DG7711'TO REACH THE STATION FROM THE INTERSECTION OF THE TERMINAL RAMP,
 DG7711'PROCEED WEST ON TAXIWAY R-1 UNTIL TAXIWAY ALPHA.  TURN RIGHT ONTO
 DG7711'TAXIWAY ALPHA AND PROCEED NORTH UNTIL TAXIWAY A-5, PROCEED WEST ACROSS
 DG7711'RUNWAY INTO GRASS.  TURN RIGHT, STATION IS LOCATED IN THE GRASS AREA
 DG7711'BETWEEN THE TOP OF THE BANK AND THE OVERRUN AREA OF RUNWAY 01-19.
 DG7711' 
 DG7711'THE STATION IS 112.2 FT (34.20 M) W OF CENTERLINE OF RUNWAY 01-19,
 DG7711'97.6 FT (29.75 M) S OF THE END OF OVERRUN OF RWY END 19, 46.5 FT
 DG7711'(14.17 M) E OF TOP OF BANK.  ACCESS TO THE FIELD IS CONTROLLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1746 ***********************************************************************
 FB1746  DESIGNATION -  K 10
 FB1746  PID         -  FB1746
 FB1746  STATE/COUNTY-  TN/KNOX
 FB1746  USGS QUAD   -  KNOXVILLE (1978)
 FB1746
 FB1746                         *CURRENT SURVEY CONTROL
 FB1746  ___________________________________________________________________
 FB1746* NAD 83(1986)-  35 57 34.     (N)    083 55 25.     (W)     SCALED    
 FB1746* NAVD 88     -       262.093  (meters)     859.88   (feet)  ADJUSTED  
 FB1746  ___________________________________________________________________
 FB1746  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1746  DYNAMIC HT  -         261.852 (meters)     859.09  (feet)  COMP
 FB1746  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 FB1746
 FB1746  VERT ORDER  -  FIRST     CLASS II
 FB1746
 FB1746.The horizontal coordinates were scaled from a topographic map and have
 FB1746.an estimated accuracy of +/- 6 seconds.
 FB1746
 FB1746.The orthometric height was determined by differential leveling
 FB1746.and adjusted by the National Geodetic Survey in June 1991..
 FB1746
 FB1746.The geoid height was determined by GEOID03.
 FB1746
 FB1746.The dynamic height is computed by dividing the NAVD 88
 FB1746.geopotential number by the normal gravity value computed on the
 FB1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1746.degrees latitude (g = 980.6199 gals.).
 FB1746
 FB1746.The modeled gravity was interpolated from observed gravity values.
 FB1746
 FB1746;                    North         East    Units  Estimated Accuracy
 FB1746;SPC TN       -   182,400.      787,290.      MT  (+/- 180 meters Scaled)
 FB1746
 FB1746                          SUPERSEDED SURVEY CONTROL
 FB1746
 FB1746  NGVD 29 (??/??/92)  262.233  (m)          860.34   (f) ADJ UNCH    1 2
 FB1746
 FB1746.Superseded values are not recommended for survey control.
 FB1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1746.See file dsdata.txt to determine how the superseded data were derived.
 FB1746
 FB1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV363834(NAD 83)
 FB1746_MARKER: DB = BENCH MARK DISK
 FB1746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1746_SP_SET: BRIDGE
 FB1746_STAMPING: 860.559 K 10 1932
 FB1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1746
 FB1746  HISTORY     - Date     Condition        Report By
 FB1746  HISTORY     - 1932     MONUMENTED       CGS
 FB1746  HISTORY     - 1950     GOOD             NGS
 FB1746  HISTORY     - 1978     MARK NOT FOUND   NCDOT
 FB1746  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1746
 FB1746                          STATION DESCRIPTION
 FB1746
 FB1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1746'AT KNOXVILLE.
 FB1746'AT KNOXVILLE, KNOX COUNTY, 0.5 MILE SOUTH ALONG THE
 FB1746'KNOXVILLE-MARYVILLE BRANCH OF THE SOUTHERN RAILWAY FROM THE
 FB1746'PASSENGER STATION, AT RAILWAY BRIDGE B 1 OVER WEST CUMBERLAND
 FB1746'AVENUE, AND IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT.
 FB1746'A STANDARD DISK, STAMPED 860.559 K 10 1932.
 FB1746
 FB1746                          STATION RECOVERY (1978)
 FB1746
 FB1746'RECOVERY NOTE BY 
NC DOT 1978
 FB1746'STATION WAS NOT FOUND AFTER THOROUGH SEARCH.  IT MAY BE IN BUT
 FB1746'COVERED BY DIRT.
 FB1746
 FB1746                          STATION RECOVERY (1983)
 FB1746
 FB1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0976 ***********************************************************************
 GA0976  DESIGNATION -  K 100
 GA0976  PID         -  GA0976
 GA0976  STATE/COUNTY-  TN/GREENE
 GA0976  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0976
 GA0976                         *CURRENT SURVEY CONTROL
 GA0976  ___________________________________________________________________
 GA0976* NAD 83(1986)-  36 15 15.     (N)    082 38 53.     (W)     SCALED    
 GA0976* NAVD 88     -       463.541  (meters)    1520.80   (feet)  ADJUSTED  
 GA0976  ___________________________________________________________________
 GA0976  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0976  DYNAMIC HT  -         463.098 (meters)    1519.35  (feet)  COMP
 GA0976  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 GA0976
 GA0976  VERT ORDER  -  SECOND    CLASS 0
 GA0976
 GA0976.The horizontal coordinates were scaled from a topographic map and have
 GA0976.an estimated accuracy of +/- 6 seconds.
 GA0976
 GA0976.The orthometric height was determined by differential leveling
 GA0976.and adjusted by the National Geodetic Survey in June 1991..
 GA0976
 GA0976.The geoid height was determined by GEOID03.
 GA0976
 GA0976.The dynamic height is computed by dividing the NAVD 88
 GA0976.geopotential number by the normal gravity value computed on the
 GA0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0976.degrees latitude (g = 980.6199 gals.).
 GA0976
 GA0976.The modeled gravity was interpolated from observed gravity values.
 GA0976
 GA0976;                    North         East    Units  Estimated Accuracy
 GA0976;SPC TN       -   218,280.      901,190.      MT  (+/- 180 meters Scaled)
 GA0976
 GA0976                          SUPERSEDED SURVEY CONTROL
 GA0976
 GA0976  NGVD 29 (??/??/92)  463.681  (m)         1521.26   (f) ADJ UNCH    2 0
 GA0976
 GA0976.Superseded values are not recommended for survey control.
 GA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0976.See file dsdata.txt to determine how the superseded data were derived.
 GA0976
 GA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA519133(NAD 83)
 GA0976_MARKER: DB = BENCH MARK DISK
 GA0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0976_STAMPING: K 100 1935
 GA0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0976+STABILITY: SURFACE MOTION
 GA0976
 GA0976  HISTORY     - Date     Condition        Report By
 GA0976  HISTORY     - 1935     MONUMENTED       CGS
 GA0976
 GA0976                          STATION DESCRIPTION
 GA0976
 GA0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0976'3 MI NW FROM LIMESTONE.
 GA0976'IN GREENE COUNTY, 0.8 MILE WEST ALONG U.S. HIGHWAY 11 E FROM
 GA0976'THE POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, THENCE 2.2 MILES
 GA0976'NORTH ALONG THE JEAROLDSTOWN ROAD, AT THE O.F. DOTSON RESIDENCE,
 GA0976'25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 33 FEET WEST OF THE
 GA0976'CENTERLINE OF A WALK, 3 FEET NORTH OF A YARD FENCE, AND LEVEL
 GA0976'WITH THE ROAD.  A STANDARD DISK, STAMPED K 100 1935 AND SET IN THE
 GA0976'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0215 ***********************************************************************
 GA0215  DESIGNATION -  K 101
 GA0215  PID         -  GA0215
 GA0215  STATE/COUNTY-  TN/SULLIVAN
 GA0215  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0215
 GA0215                         *CURRENT SURVEY CONTROL
 GA0215  ___________________________________________________________________
 GA0215* NAD 83(1986)-  36 33 33.     (N)    082 18 45.     (W)     SCALED    
 GA0215* NAVD 88     -       509.035  (meters)    1670.06   (feet)  ADJUSTED  
 GA0215  ___________________________________________________________________
 GA0215  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0215  DYNAMIC HT  -         508.564 (meters)    1668.51  (feet)  COMP
 GA0215  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 GA0215
 GA0215  VERT ORDER  -  SECOND    CLASS 0
 GA0215
 GA0215.The horizontal coordinates were scaled from a topographic map and have
 GA0215.an estimated accuracy of +/- 6 seconds.
 GA0215
 GA0215.The orthometric height was determined by differential leveling
 GA0215.and adjusted by the National Geodetic Survey in June 1991..
 GA0215
 GA0215.The geoid height was determined by GEOID03.
 GA0215
 GA0215.The dynamic height is computed by dividing the NAVD 88
 GA0215.geopotential number by the normal gravity value computed on the
 GA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0215.degrees latitude (g = 980.6199 gals.).
 GA0215
 GA0215.The modeled gravity was interpolated from observed gravity values.
 GA0215
 GA0215;                    North         East    Units  Estimated Accuracy
 GA0215;SPC TN       -   253,180.      930,050.      MT  (+/- 180 meters Scaled)
 GA0215
 GA0215                          SUPERSEDED SURVEY CONTROL
 GA0215
 GA0215  NGVD 29 (??/??/92)  509.177  (m)         1670.52   (f) ADJ UNCH    2 0
 GA0215
 GA0215.Superseded values are not recommended for survey control.
 GA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0215.See file dsdata.txt to determine how the superseded data were derived.
 GA0215
 GA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA825467(NAD 83)
 GA0215_MARKER: DB = BENCH MARK DISK
 GA0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0215_STAMPING: K 101 1935
 GA0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0215+STABILITY: SURFACE MOTION
 GA0215
 GA0215  HISTORY     - Date     Condition        Report By
 GA0215  HISTORY     - 1935     MONUMENTED       CGS
 GA0215  HISTORY     - 1961     GOOD             NGS
 GA0215
 GA0215                          STATION DESCRIPTION
 GA0215
 GA0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0215'2.8 MI NE FROM BLOUNTVILLE.
 GA0215'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 W FROM THE COURTHOUSE
 GA0215'AT BLOUNTVILLE, SULLIVAN COUNTY, THENCE 1.3 MILES NORTHWEST ALONG
 GA0215'THE SULLIVAN COUNTY POORHOUSE FARM ROAD, 0.1 MILE EAST OF A
 GA0215'RIGHT-ANGLE TURN IN THE ROAD, 150 YARDS EAST OF THE JOHN ELSEA
 GA0215'FARMHOUSE, 24 YARDS EAST OF A TWO-FORKED SYCAMORE TREE, 17.6 FEET
 GA0215'NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 15.7 FEET EAST OF A
 GA0215'CEDAR TREE, 1 FEET NORTH OF A FENCE LINE, AND 2 FEET HIGHER THAN
 GA0215'THE ROAD AND 1 FOOT SOUTH OF STEEL WITNESS POST.  A STANDARD
 GA0215'DISK, STAMPED K 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0195 ***********************************************************************
 GA0195  DESIGNATION -  K 102
 GA0195  PID         -  GA0195
 GA0195  STATE/COUNTY-  TN/SULLIVAN
 GA0195  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0195
 GA0195                         *CURRENT SURVEY CONTROL
 GA0195  ___________________________________________________________________
 GA0195* NAD 83(1986)-  36 33 12.     (N)    082 06 32.     (W)     SCALED    
 GA0195* NAVD 88     -       522.924  (meters)    1715.63   (feet)  ADJUSTED  
 GA0195  ___________________________________________________________________
 GA0195  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0195  DYNAMIC HT  -         522.447 (meters)    1714.06  (feet)  COMP
 GA0195  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GA0195
 GA0195  VERT ORDER  -  SECOND    CLASS 0
 GA0195
 GA0195.The horizontal coordinates were scaled from a topographic map and have
 GA0195.an estimated accuracy of +/- 6 seconds.
 GA0195
 GA0195.The orthometric height was determined by differential leveling
 GA0195.and adjusted by the National Geodetic Survey in June 1991..
 GA0195
 GA0195.The geoid height was determined by GEOID03.
 GA0195
 GA0195.The dynamic height is computed by dividing the NAVD 88
 GA0195.geopotential number by the normal gravity value computed on the
 GA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0195.degrees latitude (g = 980.6199 gals.).
 GA0195
 GA0195.The modeled gravity was interpolated from observed gravity values.
 GA0195
 GA0195;                    North         East    Units  Estimated Accuracy
 GA0195;SPC TN       -   253,240.      948,290.      MT  (+/- 180 meters Scaled)
 GA0195
 GA0195                          SUPERSEDED SURVEY CONTROL
 GA0195
 GA0195  NGVD 29 (??/??/92)  523.049  (m)         1716.04   (f) ADJ UNCH    2 0
 GA0195
 GA0195.Superseded values are not recommended for survey control.
 GA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0195.See file dsdata.txt to determine how the superseded data were derived.
 GA0195
 GA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA007458(NAD 83)
 GA0195_MARKER: DB = BENCH MARK DISK
 GA0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0195_STAMPING: K 102 1935
 GA0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0195+STABILITY: SURFACE MOTION
 GA0195
 GA0195  HISTORY     - Date     Condition        Report By
 GA0195  HISTORY     - 1935     MONUMENTED       CGS
 GA0195  HISTORY     - 1951     GOOD             TVA
 GA0195
 GA0195                          STATION DESCRIPTION
 GA0195
 GA0195'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1951
 GA0195'0.3 MI NW FROM VINEGAR HILL.
 GA0195'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 421 FROM VINEGAR HILL,
 GA0195'SULLIVAN COUNTY, 2.6 MILES SOUTHWEST OF THE POST OFFICE AT
 GA0195'HOLSTON VALLEY, AT THE JUNCTION OF A ROAD LEADING TO VIRGINIA
 GA0195'INTERMONT CAMP, 24 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GA0195'17.6 FEET SOUTHEAST OF THE CENTERLINE OF THE SIDE ROAD, ON THE K.M.
 GA0195'HARROP PROPERTY, 18 INCHES WEST OF A FENCE LINE, AND 6 INCHES
 GA0195'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED K 102 1935 AND SET
 GA0195'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0186 ***********************************************************************
 GA0186  DESIGNATION -  K 103
 GA0186  PID         -  GA0186
 GA0186  STATE/COUNTY-  TN/SULLIVAN
 GA0186  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0186
 GA0186                         *CURRENT SURVEY CONTROL
 GA0186  ___________________________________________________________________
 GA0186* NAD 83(1986)-  36 31 51.     (N)    082 03 38.     (W)     SCALED    
 GA0186* NAVD 88     -       468.306  (meters)    1536.43   (feet)  ADJUSTED  
 GA0186  ___________________________________________________________________
 GA0186  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA0186  DYNAMIC HT  -         467.869 (meters)    1535.00  (feet)  COMP
 GA0186  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 GA0186
 GA0186  VERT ORDER  -  SECOND    CLASS 0
 GA0186
 GA0186.The horizontal coordinates were scaled from a topographic map and have
 GA0186.an estimated accuracy of +/- 6 seconds.
 GA0186
 GA0186.The orthometric height was determined by differential leveling
 GA0186.and adjusted by the National Geodetic Survey in June 1991..
 GA0186
 GA0186.The geoid height was determined by GEOID03.
 GA0186
 GA0186.The dynamic height is computed by dividing the NAVD 88
 GA0186.geopotential number by the normal gravity value computed on the
 GA0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0186.degrees latitude (g = 980.6199 gals.).
 GA0186
 GA0186.The modeled gravity was interpolated from observed gravity values.
 GA0186
 GA0186;                    North         East    Units  Estimated Accuracy
 GA0186;SPC TN       -   250,920.      952,710.      MT  (+/- 180 meters Scaled)
 GA0186
 GA0186                          SUPERSEDED SURVEY CONTROL
 GA0186
 GA0186  NGVD 29 (??/??/92)  468.420  (m)         1536.81   (f) ADJ UNCH    2 0
 GA0186
 GA0186.Superseded values are not recommended for survey control.
 GA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0186.See file dsdata.txt to determine how the superseded data were derived.
 GA0186
 GA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA050433(NAD 83)
 GA0186_MARKER: DB = BENCH MARK DISK
 GA0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0186_STAMPING: K 103 1935
 GA0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0186+STABILITY: SURFACE MOTION
 GA0186
 GA0186  HISTORY     - Date     Condition        Report By
 GA0186  HISTORY     - 1935     MONUMENTED       CGS
 GA0186
 GA0186                          STATION DESCRIPTION
 GA0186
 GA0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0186'1.8 MI NE FROM BIG CREEK.
 GA0186'1.8 MILES NORTHEAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION
 GA0186'OF THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, NEAR A CROSSROADS,
 GA0186'AT THE J.M. PETERS RESIDENCE, 32.4 FEET NORTH OF THE CENTERLINE
 GA0186'OF THE ROAD, 3.8 FEET EAST OF A GATE POST, 1.3 FEET SOUTH OF A
 GA0186'PICKET FENCE, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 GA0186'STAMPED K 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0986 ***********************************************************************
 FZ0986  DESIGNATION -  K 104
 FZ0986  PID         -  FZ0986
 FZ0986  STATE/COUNTY-  TN/JOHNSON
 FZ0986  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0986
 FZ0986                         *CURRENT SURVEY CONTROL
 FZ0986  ___________________________________________________________________
 FZ0986* NAD 83(1986)-  36 24 48.     (N)    081 50 19.     (W)     SCALED    
 FZ0986* NAVD 88     -       675.004  (meters)    2214.58   (feet)  ADJUSTED  
 FZ0986  ___________________________________________________________________
 FZ0986  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FZ0986  DYNAMIC HT  -         674.323 (meters)    2212.34  (feet)  COMP
 FZ0986  MODELED GRAV-     979,600.9   (mgal)                       NAVD 88
 FZ0986
 FZ0986  VERT ORDER  -  SECOND    CLASS 0
 FZ0986
 FZ0986.The horizontal coordinates were scaled from a topographic map and have
 FZ0986.an estimated accuracy of +/- 6 seconds.
 FZ0986
 FZ0986.The orthometric height was determined by differential leveling
 FZ0986.and adjusted by the National Geodetic Survey in June 1991..
 FZ0986
 FZ0986.The geoid height was determined by GEOID03.
 FZ0986
 FZ0986.The dynamic height is computed by dividing the NAVD 88
 FZ0986.geopotential number by the normal gravity value computed on the
 FZ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0986.degrees latitude (g = 980.6199 gals.).
 FZ0986
 FZ0986.The modeled gravity was interpolated from observed gravity values.
 FZ0986
 FZ0986;                    North         East    Units  Estimated Accuracy
 FZ0986;SPC TN       -   238,710.      973,130.      MT  (+/- 180 meters Scaled)
 FZ0986
 FZ0986                          SUPERSEDED SURVEY CONTROL
 FZ0986
 FZ0986  NGVD 29 (??/??/92)  675.074  (m)         2214.81   (f) ADJ UNCH    2 0
 FZ0986
 FZ0986.Superseded values are not recommended for survey control.
 FZ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0986.See file dsdata.txt to determine how the superseded data were derived.
 FZ0986
 FZ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA248301(NAD 83)
 FZ0986_MARKER: DB = BENCH MARK DISK
 FZ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0986_STAMPING: K 104 1935
 FZ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0986+STABILITY: SURFACE MOTION
 FZ0986
 FZ0986  HISTORY     - Date     Condition        Report By
 FZ0986  HISTORY     - 1935     MONUMENTED       CGS
 FZ0986
 FZ0986                          STATION DESCRIPTION
 FZ0986
 FZ0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0986'AT MAYMEAD.
 FZ0986'AT MAYMEAD, JOHNSON COUNTY, 0.3 MILE SOUTHWEST ALONG THE
 FZ0986'SOUTHERN RAILWAY FROM THE STATION, AT DIRT-ROAD CROSSING, 35
 FZ0986'YARDS WEST OF THE ENTRANCE TO PLEASANT GROVE CHURCH, 52 FEET
 FZ0986'SOUTH OF THE CENTERLINE OF THE ROAD, 33 FEET SOUTHEAST OF THE
 FZ0986'SOUTHEAST RAIL, 2.8 FEET NORTHWEST OF A FENCE LINE, AND 2-1/2
 FZ0986'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 104 1935
 FZ0986'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0604 ***********************************************************************
 GA0604  DESIGNATION -  K 105
 GA0604  PID         -  GA0604
 GA0604  STATE/COUNTY-  TN/UNICOI
 GA0604  USGS QUAD   -  UNICOI (1978)
 GA0604
 GA0604                         *CURRENT SURVEY CONTROL
 GA0604  ___________________________________________________________________
 GA0604* NAD 83(1986)-  36 11 46.     (N)    082 21 02.     (W)     SCALED    
 GA0604* NAVD 88     -       589.390  (meters)    1933.69   (feet)  ADJUSTED  
 GA0604  ___________________________________________________________________
 GA0604  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0604  DYNAMIC HT  -         588.811 (meters)    1931.79  (feet)  COMP
 GA0604  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 GA0604
 GA0604  VERT ORDER  -  SECOND    CLASS 0
 GA0604
 GA0604.The horizontal coordinates were scaled from a topographic map and have
 GA0604.an estimated accuracy of +/- 6 seconds.
 GA0604
 GA0604.The orthometric height was determined by differential leveling
 GA0604.and adjusted by the National Geodetic Survey in June 1991..
 GA0604
 GA0604.The geoid height was determined by GEOID03.
 GA0604
 GA0604.The dynamic height is computed by dividing the NAVD 88
 GA0604.geopotential number by the normal gravity value computed on the
 GA0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0604.degrees latitude (g = 980.6199 gals.).
 GA0604
 GA0604.The modeled gravity was interpolated from observed gravity values.
 GA0604
 GA0604;                    North         East    Units  Estimated Accuracy
 GA0604;SPC TN       -   212,790.      928,140.      MT  (+/- 180 meters Scaled)
 GA0604
 GA0604                          SUPERSEDED SURVEY CONTROL
 GA0604
 GA0604  NGVD 29 (??/??/92)  589.501  (m)         1934.05   (f) ADJ UNCH    2 0
 GA0604
 GA0604.Superseded values are not recommended for survey control.
 GA0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0604.See file dsdata.txt to determine how the superseded data were derived.
 GA0604
 GA0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785065(NAD 83)
 GA0604_MARKER: DB = BENCH MARK DISK
 GA0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0604_STAMPING: K 105 1935
 GA0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0604+STABILITY: SURFACE MOTION
 GA0604
 GA0604  HISTORY     - Date     Condition        Report By
 GA0604  HISTORY     - 1935     MONUMENTED       CGS
 GA0604
 GA0604                          STATION DESCRIPTION
 GA0604
 GA0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0604'AT UNICOI.
 GA0604'AT UNICOI, UNICOI COUNTY, ON THE CLINCHFIELD RAILROAD, AT A
 GA0604'ROAD CROSSING, 13 FEET EAST OF THE EAST RAIL, 25 FEET SOUTH OF
 GA0604'THE CENTERLINE OF THE ROAD, AND 1 FOOT LOWER THAN THE TRACK.  A
 GA0604'STANDARD DISK, STAMPED K 105 1935 AND SET IN THE TOP OF A CONCRETE
 GA0604'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0606 ***********************************************************************
 GA0606  DESIGNATION -  K 105 X
 GA0606  PID         -  GA0606
 GA0606  STATE/COUNTY-  TN/UNICOI
 GA0606  USGS QUAD   -  UNICOI (1978)
 GA0606
 GA0606                         *CURRENT SURVEY CONTROL
 GA0606  ___________________________________________________________________
 GA0606* NAD 83(1986)-  36 11 43.     (N)    082 20 55.     (W)     SCALED    
 GA0606* NAVD 88     -       588.018  (meters)    1929.19   (feet)  ADJUSTED  
 GA0606  ___________________________________________________________________
 GA0606  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0606  DYNAMIC HT  -         587.438 (meters)    1927.29  (feet)  COMP
 GA0606  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 GA0606
 GA0606  VERT ORDER  -  SECOND    CLASS 0
 GA0606
 GA0606.The horizontal coordinates were scaled from a topographic map and have
 GA0606.an estimated accuracy of +/- 6 seconds.
 GA0606
 GA0606.The orthometric height was determined by differential leveling
 GA0606.and adjusted by the National Geodetic Survey in June 1991..
 GA0606
 GA0606.The geoid height was determined by GEOID03.
 GA0606
 GA0606.The dynamic height is computed by dividing the NAVD 88
 GA0606.geopotential number by the normal gravity value computed on the
 GA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0606.degrees latitude (g = 980.6199 gals.).
 GA0606
 GA0606.The modeled gravity was interpolated from observed gravity values.
 GA0606
 GA0606;                    North         East    Units  Estimated Accuracy
 GA0606;SPC TN       -   212,710.      928,320.      MT  (+/- 180 meters Scaled)
 GA0606
 GA0606                          SUPERSEDED SURVEY CONTROL
 GA0606
 GA0606  NGVD 29 (??/??/92)  588.127  (m)         1929.55   (f) ADJ UNCH    2 0
 GA0606
 GA0606.Superseded values are not recommended for survey control.
 GA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0606.See file dsdata.txt to determine how the superseded data were derived.
 GA0606
 GA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA787064(NAD 83)
 GA0606_MARKER: DB = BENCH MARK DISK
 GA0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0606_STAMPING: K 105 X 1935
 GA0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0606+STABILITY: SURFACE MOTION
 GA0606
 GA0606  HISTORY     - Date     Condition        Report By
 GA0606  HISTORY     - 1935     MONUMENTED       CGS
 GA0606
 GA0606                          STATION DESCRIPTION
 GA0606
 GA0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0606'AT UNICOI.
 GA0606'AT UNICOI, UNICOI COUNTY, ON U.S. HIGHWAY 19W, AT THE SOUTHWEST
 GA0606'ANGLE OF A TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 23
 GA0606'AND 19W AND GRAVEL ROADS, 18 YARDS WEST OF THE APEX OF THE TRIANGLE,
 GA0606'32 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD LEADING
 GA0606'NORTH, 29 FEET NORTH OF THE EAST-WEST GRAVEL ROAD, AND LEVEL WITH
 GA0606'THE ROAD.  A STANDARD DISK, STAMPED K 105 X 1935 AND SET IN THE
 GA0606'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0787 ***********************************************************************
 GA0787  DESIGNATION -  K 106
 GA0787  PID         -  GA0787
 GA0787  STATE/COUNTY-  TN/GREENE
 GA0787  USGS QUAD   -  MC CLOUD (1961)
 GA0787
 GA0787                         *CURRENT SURVEY CONTROL
 GA0787  ___________________________________________________________________
 GA0787* NAD 83(1986)-  36 16 09.     (N)    082 55 10.     (W)     SCALED    
 GA0787* NAVD 88     -       353.711  (meters)    1160.47   (feet)  ADJUSTED  
 GA0787  ___________________________________________________________________
 GA0787  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0787  DYNAMIC HT  -         353.384 (meters)    1159.39  (feet)  COMP
 GA0787  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 GA0787
 GA0787  VERT ORDER  -  SECOND    CLASS 0
 GA0787
 GA0787.The horizontal coordinates were scaled from a topographic map and have
 GA0787.an estimated accuracy of +/- 6 seconds.
 GA0787
 GA0787.The orthometric height was determined by differential leveling
 GA0787.and adjusted by the National Geodetic Survey in June 1991..
 GA0787
 GA0787.The geoid height was determined by GEOID03.
 GA0787
 GA0787.The dynamic height is computed by dividing the NAVD 88
 GA0787.geopotential number by the normal gravity value computed on the
 GA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0787.degrees latitude (g = 980.6199 gals.).
 GA0787
 GA0787.The modeled gravity was interpolated from observed gravity values.
 GA0787
 GA0787;                    North         East    Units  Estimated Accuracy
 GA0787;SPC TN       -   219,140.      876,760.      MT  (+/- 180 meters Scaled)
 GA0787
 GA0787                          SUPERSEDED SURVEY CONTROL
 GA0787
 GA0787  NGVD 29 (??/??/92)  353.855  (m)         1160.94   (f) ADJ UNCH    2 0
 GA0787
 GA0787.Superseded values are not recommended for survey control.
 GA0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0787.See file dsdata.txt to determine how the superseded data were derived.
 GA0787
 GA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA275155(NAD 83)
 GA0787_MARKER: DB = BENCH MARK DISK
 GA0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0787_STAMPING: K 106 1935
 GA0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0787+STABILITY: SURFACE MOTION
 GA0787
 GA0787  HISTORY     - Date     Condition        Report By
 GA0787  HISTORY     - 1935     MONUMENTED       CGS
 GA0787  HISTORY     - 1961     GOOD             NGS
 GA0787
 GA0787                          STATION DESCRIPTION
 GA0787
 GA0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0787'1.8 MI S FROM ROMEO.
 GA0787'1.8 MILES SE ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF THE
 GA0787'BAILEYTON ROAD AT ROMEO, GREENE COUNTY, AT THE GEORGE MC NEESE
 GA0787'RESIDENCE, 50 FEET SW OF THE SW CORNER OF THE HOUSE, 21 FEET
 GA0787'NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET WEST OF A SW
 GA0787'FENCE CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 GA0787'STAMPED K 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0839 ***********************************************************************
 GA0839  DESIGNATION -  K 107
 GA0839  PID         -  GA0839
 GA0839  STATE/COUNTY-  TN/HAWKINS
 GA0839  USGS QUAD   -  STONY POINT (1971)
 GA0839
 GA0839                         *CURRENT SURVEY CONTROL
 GA0839  ___________________________________________________________________
 GA0839* NAD 83(1986)-  36 24 14.     (N)    082 46 44.     (W)     SCALED    
 GA0839* NAVD 88     -       386.416  (meters)    1267.77   (feet)  ADJUSTED  
 GA0839  ___________________________________________________________________
 GA0839  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0839  DYNAMIC HT  -         386.062 (meters)    1266.61  (feet)  COMP
 GA0839  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 GA0839
 GA0839  VERT ORDER  -  SECOND    CLASS 0
 GA0839
 GA0839.The horizontal coordinates were scaled from a topographic map and have
 GA0839.an estimated accuracy of +/- 6 seconds.
 GA0839
 GA0839.The orthometric height was determined by differential leveling
 GA0839.and adjusted by the National Geodetic Survey in June 1991..
 GA0839
 GA0839.The geoid height was determined by GEOID03.
 GA0839
 GA0839.The dynamic height is computed by dividing the NAVD 88
 GA0839.geopotential number by the normal gravity value computed on the
 GA0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0839.degrees latitude (g = 980.6199 gals.).
 GA0839
 GA0839.The modeled gravity was interpolated from observed gravity values.
 GA0839
 GA0839;                    North         East    Units  Estimated Accuracy
 GA0839;SPC TN       -   234,490.      888,890.      MT  (+/- 180 meters Scaled)
 GA0839
 GA0839                          SUPERSEDED SURVEY CONTROL
 GA0839
 GA0839  NGVD 29 (??/??/92)  386.561  (m)         1268.24   (f) ADJ UNCH    2 0
 GA0839
 GA0839.Superseded values are not recommended for survey control.
 GA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0839.See file dsdata.txt to determine how the superseded data were derived.
 GA0839
 GA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA404302(NAD 83)
 GA0839_MARKER: DB = BENCH MARK DISK
 GA0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0839_STAMPING: K 107 1935
 GA0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0839+STABILITY: SURFACE MOTION
 GA0839
 GA0839  HISTORY     - Date     Condition        Report By
 GA0839  HISTORY     - 1935     MONUMENTED       CGS
 GA0839
 GA0839                          STATION DESCRIPTION
 GA0839
 GA0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0839'2.4 MI E FROM VAN HILL.
 GA0839'2.4 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0839'AT VAN HILL, HAWKINS COUNTY, AT THE O.K. BALL RESIDENCE, 17 FEET
 GA0839'NORTH OF THE CENTERLINE OF THE ROAD, 11 FEET WEST OF A GATE,
 GA0839'IN THE FRONT YARD 2 FEET NORTH OF A FENCE LINE, AND 1 FOOT
 GA0839'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED K 107 1935 AND
 GA0839'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0543 ***********************************************************************
 GA0543  DESIGNATION -  K 108
 GA0543  PID         -  GA0543
 GA0543  STATE/COUNTY-  TN/WASHINGTON
 GA0543  USGS QUAD   -  BOONE DAM (1968)
 GA0543
 GA0543                         *CURRENT SURVEY CONTROL
 GA0543  ___________________________________________________________________
 GA0543* NAD 83(1986)-  36 22 54.     (N)    082 29 13.     (W)     SCALED    
 GA0543* NAVD 88     -       501.898  (meters)    1646.64   (feet)  ADJUSTED  
 GA0543  ___________________________________________________________________
 GA0543  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA0543  DYNAMIC HT  -         501.425 (meters)    1645.09  (feet)  COMP
 GA0543  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 GA0543
 GA0543  VERT ORDER  -  SECOND    CLASS 0
 GA0543
 GA0543.The horizontal coordinates were scaled from a topographic map and have
 GA0543.an estimated accuracy of +/- 6 seconds.
 GA0543
 GA0543.The orthometric height was determined by differential leveling
 GA0543.and adjusted by the National Geodetic Survey in June 1991..
 GA0543
 GA0543.The geoid height was determined by GEOID03.
 GA0543
 GA0543.The dynamic height is computed by dividing the NAVD 88
 GA0543.geopotential number by the normal gravity value computed on the
 GA0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0543.degrees latitude (g = 980.6199 gals.).
 GA0543
 GA0543.The modeled gravity was interpolated from observed gravity values.
 GA0543
 GA0543;                    North         East    Units  Estimated Accuracy
 GA0543;SPC TN       -   232,920.      915,150.      MT  (+/- 180 meters Scaled)
 GA0543
 GA0543                          SUPERSEDED SURVEY CONTROL
 GA0543
 GA0543  NGVD 29 (??/??/92)  502.040  (m)         1647.11   (f) ADJ UNCH    2 0
 GA0543
 GA0543.Superseded values are not recommended for survey control.
 GA0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0543.See file dsdata.txt to determine how the superseded data were derived.
 GA0543
 GA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA666273(NAD 83)
 GA0543_MARKER: DB = BENCH MARK DISK
 GA0543_SETTING: 66 = SET IN ROCK OUTCROP
 GA0543_SP_SET: SET IN ROCK OUTCROP
 GA0543_STAMPING: K 108 1935
 GA0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0543+STABILITY: POSITION/ELEVATION WELL
 GA0543
 GA0543  HISTORY     - Date     Condition        Report By
 GA0543  HISTORY     - 1935     MONUMENTED       CGS
 GA0543
 GA0543                          STATION DESCRIPTION
 GA0543
 GA0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0543'4.8 MI W FROM BOONE.
 GA0543'4.8 MILES WEST ALONG A COUNTY ROAD AND COUNTY HIGHWAY 508 FROM THE
 GA0543'CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT BOONE, WASHINGTON
 GA0543'COUNTY, AT THE TOP OF A HILL, 25 FEET WEST OF THE CENTERLINE OF
 GA0543'THE HIGHWAY, 37 FEET SOUTHEAST OF A POLE, 6 FEET WEST OF A
 GA0543'WIRE FENCE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 GA0543'STAMPED K 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0503 ***********************************************************************
 GA0503  DESIGNATION -  K 109
 GA0503  PID         -  GA0503
 GA0503  STATE/COUNTY-  TN/SULLIVAN
 GA0503  USGS QUAD   -  BLUFF CITY (1968)
 GA0503
 GA0503                         *CURRENT SURVEY CONTROL
 GA0503  ___________________________________________________________________
 GA0503* NAD 83(1986)-  36 28 59.     (N)    082 15 46.     (W)     SCALED    
 GA0503* NAVD 88     -       452.289  (meters)    1483.88   (feet)  ADJUSTED  
 GA0503  ___________________________________________________________________
 GA0503  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0503  DYNAMIC HT  -         451.873 (meters)    1482.52  (feet)  COMP
 GA0503  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 GA0503
 GA0503  VERT ORDER  -  SECOND    CLASS 0
 GA0503
 GA0503.The horizontal coordinates were scaled from a topographic map and have
 GA0503.an estimated accuracy of +/- 6 seconds.
 GA0503
 GA0503.The orthometric height was determined by differential leveling
 GA0503.and adjusted by the National Geodetic Survey in June 1991..
 GA0503
 GA0503.The geoid height was determined by GEOID03.
 GA0503
 GA0503.The dynamic height is computed by dividing the NAVD 88
 GA0503.geopotential number by the normal gravity value computed on the
 GA0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0503.degrees latitude (g = 980.6199 gals.).
 GA0503
 GA0503.The modeled gravity was interpolated from observed gravity values.
 GA0503
 GA0503;                    North         East    Units  Estimated Accuracy
 GA0503;SPC TN       -   244,910.      934,820.      MT  (+/- 180 meters Scaled)
 GA0503
 GA0503                          SUPERSEDED SURVEY CONTROL
 GA0503
 GA0503  NGVD 29 (??/??/92)  452.444  (m)         1484.39   (f) ADJ UNCH    2 0
 GA0503
 GA0503.Superseded values are not recommended for survey control.
 GA0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0503.See file dsdata.txt to determine how the superseded data were derived.
 GA0503
 GA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA868382(NAD 83)
 GA0503_MARKER: DB = BENCH MARK DISK
 GA0503_SETTING: 66 = SET IN ROCK OUTCROP
 GA0503_SP_SET: SET IN ROCK OUTCROP
 GA0503_STAMPING: K 109 1935
 GA0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0503+STABILITY: POSITION/ELEVATION WELL
 GA0503
 GA0503  HISTORY     - Date     Condition        Report By
 GA0503  HISTORY     - 1935     MONUMENTED       CGS
 GA0503  HISTORY     - 1960     GOOD             TVA
 GA0503
 GA0503                          STATION DESCRIPTION
 GA0503
 GA0503'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0503'0.6 MI E FROM BLUFF CITY.
 GA0503'0.6 MILE EAST ALONG U.S. HIGHWAY 11-E FROM THE SOUTHERN RAILWAY
 GA0503'STATION AT BLUFF CITY, SULLIVAN COUNTY, 22 FEET WEST OF THE
 GA0503'CENTERLINE OF U.S. HIGHWAY 11-E, 238 FEET SOUTH OF THE E.S.
 GA0503'KING RESIDENCE, 85 YARDS NORTH OF THE J.T. HARKLEROAD RESIDENCE,
 GA0503'26.5 FEET SOUTH OF A POWERLINE POLE 150, 18.2 FEET WEST OF THE
 GA0503'WEST EDGE OF THE PAVEMENT, IN THE TOP OF A ROCK OUTCROP, 2 FEET
 GA0503'HIGHER THAN THE HIGHWAY, AND 2 FEET EAST OF A STEEL WITNESS POST.
 GA0503'A STANDARD DISK, STAMPED K 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1658 ***********************************************************************
 FB1658  DESIGNATION -  K 11
 FB1658  PID         -  FB1658
 FB1658  STATE/COUNTY-  TN/BLOUNT
 FB1658  USGS QUAD   -  TAPOCO (1978)
 FB1658
 FB1658                         *CURRENT SURVEY CONTROL
 FB1658  ___________________________________________________________________
 FB1658* NAD 83(1986)-  35 28 35.     (N)    083 55 09.     (W)     SCALED    
 FB1658* NAVD 88     -       567.420  (meters)    1861.61   (feet)  ADJUSTED  
 FB1658  ___________________________________________________________________
 FB1658  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FB1658  DYNAMIC HT  -         566.866 (meters)    1859.79  (feet)  COMP
 FB1658  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 FB1658
 FB1658  VERT ORDER  -  FIRST     CLASS II
 FB1658
 FB1658.The horizontal coordinates were scaled from a topographic map and have
 FB1658.an estimated accuracy of +/- 6 seconds.
 FB1658
 FB1658.The orthometric height was determined by differential leveling
 FB1658.and adjusted by the National Geodetic Survey in June 1991..
 FB1658
 FB1658.The geoid height was determined by GEOID03.
 FB1658
 FB1658.The dynamic height is computed by dividing the NAVD 88
 FB1658.geopotential number by the normal gravity value computed on the
 FB1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1658.degrees latitude (g = 980.6199 gals.).
 FB1658
 FB1658.The modeled gravity was interpolated from observed gravity values.
 FB1658
 FB1658;                    North         East    Units  Estimated Accuracy
 FB1658;SPC TN       -   128,830.      788,830.      MT  (+/- 180 meters Scaled)
 FB1658
 FB1658                          SUPERSEDED SURVEY CONTROL
 FB1658
 FB1658  NGVD 29 (12/12/91)  567.529  (m)         1861.97   (f) ADJUSTED    1 2
 FB1658
 FB1658.Superseded values are not recommended for survey control.
 FB1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1658.See file dsdata.txt to determine how the superseded data were derived.
 FB1658
 FB1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV351297(NAD 83)
 FB1658_MARKER: DB = BENCH MARK DISK
 FB1658_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB1658_SP_SET: CULVERT HEADWALL
 FB1658_STAMPING: K 11 1932
 FB1658_MARK LOGO: CGS   
 FB1658_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1658+STABILITY: SURFACE MOTION
 FB1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1658+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 FB1658
 FB1658  HISTORY     - Date     Condition        Report By
 FB1658  HISTORY     - 1932     MONUMENTED       CGS
 FB1658  HISTORY     - 1952     GOOD             NGS
 FB1658  HISTORY     - 1978     MARK NOT FOUND   NCDOT
 FB1658  HISTORY     - 1983     GOOD             NGS
 FB1658  HISTORY     - 20000621 GOOD             NCGS
 FB1658
 FB1658                          STATION DESCRIPTION
 FB1658
 FB1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FB1658'11 MI SE FROM CALDERWOOD.
 FB1658'11.0 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE SOUTHERN
 FB1658'RAILWAY STATION AT CALDERWOOD, BLOUNT COUNTY, 0.3 MILE WEST
 FB1658'OF THE TENNESSEE-NORTH CAROLINA STATE LINE, IN THE HEADWALL
 FB1658'OF A CONCRETE CULVERT, 23 FEET NORTH OF THE CENTERLINE OF THE
 FB1658'HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  NOTE-- ABOUT
 FB1658'150 FEET NORTHWEST OF THE POINT WHERE A TELEPHONE LINE CROSSES
 FB1658'THE HIGHWAY, AND 25 FEET EAST OF THE ENTRANCE TO A SMALL CAMP AREA.
 FB1658
 FB1658                          STATION RECOVERY (1978)
 FB1658
 FB1658'RECOVERY NOTE BY 
NC DOT 1978
 FB1658'ROAD HAS BEEN MOVED, ALL REFERENCES EXCEPT THE IRON STAKE ARE
 FB1658'MISSING.
 FB1658
 FB1658                          STATION RECOVERY (1983)
 FB1658
 FB1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1658'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 1.7 KM (1.05 MI)
 FB1658'NORTHWEST ALONG U.S. HIGHWAY 129 FROM THE JUNCTION OF STATE HIGHWAY 28
 FB1658'IN DEALS GAP, NC, TO THE MARK ON RIGHT, 0.55 KM (0.35 MI) NORTHEAST OF
 FB1658'THE NORTH CAROLINA STATE LINE, 7.92 METERS (26.0 FT) NORTHEAST OF THE
 FB1658'CENTERLINE OF THE HIGHWAY, 0.18 METER (0.6 FT) SOUTHEAST OF THE
 FB1658'NORTHWEST END OF THE HEADWALL.
 FB1658'THE MARK IS 0.24 METERS  SE FROM A WITNESS POST.
 FB1658'THE MARK IS 0.91 M BELOW HIGHWAY.
 FB1658
 FB1658                          STATION RECOVERY (2000)
 FB1658
 FB1658'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB1658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1025 ***********************************************************************
 FZ1025  DESIGNATION -  K 111
 FZ1025  PID         -  FZ1025
 FZ1025  STATE/COUNTY-  TN/JOHNSON
 FZ1025  USGS QUAD   -  ELK MILLS (1994)
 FZ1025
 FZ1025                         *CURRENT SURVEY CONTROL
 FZ1025  ___________________________________________________________________
 FZ1025* NAD 83(1986)-  36 17 49.     (N)    081 57 15.     (W)     SCALED    
 FZ1025* NAVD 88     -       637.86   (+/-2cm)    2092.7    (feet)  VERTCON   
 FZ1025  ___________________________________________________________________
 FZ1025  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FZ1025
 FZ1025  VERT ORDER  -  ? (See Below)
 FZ1025
 FZ1025.The horizontal coordinates were scaled from a topographic map and have
 FZ1025.an estimated accuracy of +/- 6 seconds.
 FZ1025
 FZ1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1025.The vertical order pertains to the NGVD 29 superseded value.
 FZ1025
 FZ1025.The geoid height was determined by GEOID03.
 FZ1025
 FZ1025;                    North         East    Units  Estimated Accuracy
 FZ1025;SPC TN       -   225,370.      963,300.      MT  (+/- 180 meters Scaled)
 FZ1025
 FZ1025                          SUPERSEDED SURVEY CONTROL
 FZ1025
 FZ1025  NGVD 29 (??/??/92)  637.971  (m)         2093.08   (f) ADJ UNCH    ?  
 FZ1025
 FZ1025.Superseded values are not recommended for survey control.
 FZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1025.See file dsdata.txt to determine how the superseded data were derived.
 FZ1025
 FZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA143173(NAD 83)
 FZ1025_MARKER: DB = BENCH MARK DISK
 FZ1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1025_STAMPING: K 111 1935
 FZ1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1025+STABILITY: SURFACE MOTION
 FZ1025
 FZ1025  HISTORY     - Date     Condition        Report By
 FZ1025  HISTORY     - 1935     MONUMENTED       CGS
 FZ1025
 FZ1025                          STATION DESCRIPTION
 FZ1025
 FZ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1025'1.3 MI SE FROM DUGGER BRIDGE.
 FZ1025'1.3 MILES SOUTHEAST ALONG THE GREGG BRANCH COUNTY ROAD FROM
 FZ1025'DUGGER BRIDGE, JOHNSON COUNTY, ON THE TOM MOODY PROPERTY, 550
 FZ1025'FEET SOUTHWEST OF TWO BARNS ON OPPOSITE SIDES OF THE ROAD NEAR
 FZ1025'A ONE-STORY FARMHOUSE, ON THE EAST SIDE OF THE COUNTY ROAD,
 FZ1025'IN A FIELD, 62.4 FEET WEST OF A 24-INCH TWIN WILLOW TREE ON
 FZ1025'THE LEFT BANK OF GREGG BRANCH, 60 FEET NORTHWEST OF A 30-INCH
 FZ1025'PINE TREE ON THE RIGHT BANK OF THE CREEK, 54.1 FEET SOUTHWEST
 FZ1025'OF A FENCE CORNER, AND 30 FEET NORTH OF A 3-INCH CEDAR TREE.
 FZ1025'A STANDARD DISK, STAMPED K 111 1935 AND SET IN THE TOP OF A
 FZ1025'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0665 ***********************************************************************
 GA0665  DESIGNATION -  K 112
 GA0665  PID         -  GA0665
 GA0665  STATE/COUNTY-  TN/UNICOI
 GA0665  USGS QUAD   -  CHESTOA (1978)
 GA0665
 GA0665                         *CURRENT SURVEY CONTROL
 GA0665  ___________________________________________________________________
 GA0665* NAD 83(1986)-  36 02 15.     (N)    082 26 29.     (W)     SCALED    
 GA0665* NAVD 88     -       913.16   (+/-2cm)    2995.9    (feet)  VERTCON   
 GA0665  ___________________________________________________________________
 GA0665  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA0665
 GA0665  VERT ORDER  -  ? (See Below)
 GA0665
 GA0665.The horizontal coordinates were scaled from a topographic map and have
 GA0665.an estimated accuracy of +/- 6 seconds.
 GA0665
 GA0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0665.The vertical order pertains to the NGVD 29 superseded value.
 GA0665
 GA0665.The geoid height was determined by GEOID03.
 GA0665
 GA0665;                    North         East    Units  Estimated Accuracy
 GA0665;SPC TN       -   194,910.      920,620.      MT  (+/- 180 meters Scaled)
 GA0665
 GA0665                          SUPERSEDED SURVEY CONTROL
 GA0665
 GA0665  NGVD 29 (??/??/92)  913.244  (m)         2996.20   (f) ADJ UNCH    ?  
 GA0665
 GA0665.Superseded values are not recommended for survey control.
 GA0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0665.See file dsdata.txt to determine how the superseded data were derived.
 GA0665
 GA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV701890(NAD 83)
 GA0665_MARKER: DB = BENCH MARK DISK
 GA0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0665_STAMPING: K 112 1935
 GA0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0665+STABILITY: SURFACE MOTION
 GA0665
 GA0665  HISTORY     - Date     Condition        Report By
 GA0665  HISTORY     - 1935     MONUMENTED       CGS
 GA0665  HISTORY     - 1938     GOOD             TVA
 GA0665
 GA0665                          STATION DESCRIPTION
 GA0665
 GA0665'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0665'6.2 MI SE FROM ERNESTVILLE.
 GA0665'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0665'UNICOI COUNTY, ON THE PROPERTY OF THE CHEROKEE NATIONAL FOREST,
 GA0665'500 FEET SOUTHEAST OF A GROUP OF HOUSES, 225 FEET NORTHWEST
 GA0665'OF THE TENNESSEE-NORTH CAROLINA STATE LINE, 150 FEET NORTH OF A
 GA0665'FOREST SIGN, 130 FEET NORTHEAST OF SPIVEY CREEK, AT A PIPE
 GA0665'CULVERT, 20 FEET NORTHEAST OF THE HIGHWAY, 18.2 FEET NORTH
 GA0665'OF THE EDGE OF THE CONCRETE HEADWALL OF THE CULVERT, AND 12.5
 GA0665'FEET SOUTHWEST OF A 9-INCH PINE TREE.  A STANDARD DISK, STAMPED
 GA0665'K 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0706 ***********************************************************************
 GA0706  DESIGNATION -  K 113
 GA0706  PID         -  GA0706
 GA0706  STATE/COUNTY-  TN/WASHINGTON
 GA0706  USGS QUAD   -  TELFORD (1971)
 GA0706
 GA0706                         *CURRENT SURVEY CONTROL
 GA0706  ___________________________________________________________________
 GA0706* NAD 83(1986)-  36 10 34.     (N)    082 31 04.     (W)     SCALED    
 GA0706* NAVD 88     -       481.489  (meters)    1579.69   (feet)  ADJUSTED  
 GA0706  ___________________________________________________________________
 GA0706  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0706  DYNAMIC HT  -         481.027 (meters)    1578.17  (feet)  COMP
 GA0706  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 GA0706
 GA0706  VERT ORDER  -  SECOND    CLASS 0
 GA0706
 GA0706.The horizontal coordinates were scaled from a topographic map and have
 GA0706.an estimated accuracy of +/- 6 seconds.
 GA0706
 GA0706.The orthometric height was determined by differential leveling
 GA0706.and adjusted by the National Geodetic Survey in June 1991..
 GA0706
 GA0706.The geoid height was determined by GEOID03.
 GA0706
 GA0706.The dynamic height is computed by dividing the NAVD 88
 GA0706.geopotential number by the normal gravity value computed on the
 GA0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0706.degrees latitude (g = 980.6199 gals.).
 GA0706
 GA0706.The modeled gravity was interpolated from observed gravity values.
 GA0706
 GA0706;                    North         East    Units  Estimated Accuracy
 GA0706;SPC TN       -   210,030.      913,190.      MT  (+/- 180 meters Scaled)
 GA0706
 GA0706                          SUPERSEDED SURVEY CONTROL
 GA0706
 GA0706  NGVD 29 (??/??/92)  481.639  (m)         1580.18   (f) ADJ UNCH    2 0
 GA0706
 GA0706.Superseded values are not recommended for survey control.
 GA0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0706.See file dsdata.txt to determine how the superseded data were derived.
 GA0706
 GA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA635045(NAD 83)
 GA0706_MARKER: DB = BENCH MARK DISK
 GA0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0706_SP_SET: CULVERT
 GA0706_STAMPING: K 113 1935
 GA0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0706
 GA0706  HISTORY     - Date     Condition        Report By
 GA0706  HISTORY     - 1935     MONUMENTED       CGS
 GA0706  HISTORY     - 1955     GOOD             NGS
 GA0706
 GA0706                          STATION DESCRIPTION
 GA0706
 GA0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0706'3 MI N FROM EMBREEVILLE.
 GA0706'3.0 MILES NORTH ALONG STATE HIGHWAY 81 FROM EMBREEVILLE,
 GA0706'WASHINGTON COUNTY, THENCE 3.3 MILES SOUTHWEST ALONG STATE
 GA0706'HIGHWAY 107, 0.7 MILE NORTHEAST OF THE JUNCTION OF COUNTY ROAD
 GA0706'502, AT THE TOP OF A HILL, 55 YARDS NORTHEAST OF THE JUNCTION
 GA0706'OF A ROAD LEADING SOUTHEAST, 120 YARDS SOUTHWEST OF AN ABANDONED
 GA0706'SERVICE STATION, 21 YARDS WEST OF THE WEST CORNER OF THE T.D.
 GA0706'JOHNSON BARN, 21 FEET WEST OF A FENCE CORNER, 19 FEET SOUTHEAST
 GA0706'OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT, IN THE
 GA0706'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, AND LEVEL
 GA0706'WITH THE HIGHWAY, 1 1/2 FEET SOUTHWEST OF STEEL WITNESS
 GA0706'POST.  A STANDARD DISK, STAMPED K 113 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1924 ***********************************************************************
 GA1924  DESIGNATION -  K 114
 GA1924  PID         -  GA1924
 GA1924  STATE/COUNTY-  TN/GREENE
 GA1924  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1924
 GA1924                         *CURRENT SURVEY CONTROL
 GA1924  ___________________________________________________________________
 GA1924* NAD 83(1986)-  36 03 26.     (N)    083 00 37.     (W)     SCALED    
 GA1924* NAVD 88     -       383.760  (meters)    1259.05   (feet)  ADJUSTED  
 GA1924  ___________________________________________________________________
 GA1924  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA1924  DYNAMIC HT  -         383.396 (meters)    1257.86  (feet)  COMP
 GA1924  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 GA1924
 GA1924  VERT ORDER  -  SECOND    CLASS 0
 GA1924
 GA1924.The horizontal coordinates were scaled from a topographic map and have
 GA1924.an estimated accuracy of +/- 6 seconds.
 GA1924
 GA1924.The orthometric height was determined by differential leveling
 GA1924.and adjusted by the National Geodetic Survey in June 1991..
 GA1924
 GA1924.The geoid height was determined by GEOID03.
 GA1924
 GA1924.The dynamic height is computed by dividing the NAVD 88
 GA1924.geopotential number by the normal gravity value computed on the
 GA1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1924.degrees latitude (g = 980.6199 gals.).
 GA1924
 GA1924.The modeled gravity was interpolated from observed gravity values.
 GA1924
 GA1924;                    North         East    Units  Estimated Accuracy
 GA1924;SPC TN       -   195,380.      869,320.      MT  (+/- 180 meters Scaled)
 GA1924
 GA1924                          SUPERSEDED SURVEY CONTROL
 GA1924
 GA1924  NGVD 29 (??/??/92)  383.912  (m)         1259.55   (f) ADJ UNCH    2 0
 GA1924
 GA1924.Superseded values are not recommended for survey control.
 GA1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1924.See file dsdata.txt to determine how the superseded data were derived.
 GA1924
 GA1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV189921(NAD 83)
 GA1924_MARKER: DB = BENCH MARK DISK
 GA1924_SETTING: 66 = SET IN ROCK OUTCROP
 GA1924_SP_SET: LIMESTONE OUTCROP
 GA1924_STAMPING: K 114 1935
 GA1924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1924+STABILITY: POSITION/ELEVATION WELL
 GA1924
 GA1924  HISTORY     - Date     Condition        Report By
 GA1924  HISTORY     - 1935     MONUMENTED       CGS
 GA1924
 GA1924                          STATION DESCRIPTION
 GA1924
 GA1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1924'2 MI NW FROM CANEY BRANCH.
 GA1924'2.05 MILES NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA1924'OFFICE AT CANEY BRANCH, 0.1 MILE NORTHWEST OF THE A. BELLINGER
 GA1924'RESIDENCE, 30 YARDS NORTHWEST OF A 48-INCH OAK TREE, 20 YARDS
 GA1924'SOUTHEAST OF A FENCE CORNER, 27 FEET SOUTHWEST OF THE CENTERLINE
 GA1924'OF THE HIGHWAY, 9 FEET SOUTHWEST OF A FENCE LINE, AT A LIMESTONE
 GA1924'OUTCROP, IN THE TOP OF THE MIDDLE BOULDER, AND 2 FEET HIGHER
 GA1924'THAN THE ROAD, 13 FEET SOUTHEAST OF POWER POLE 26, AND 11.5 FEET
 GA1924'SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA1924'K 114 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0690 ***********************************************************************
 GA0690  DESIGNATION -  K 115
 GA0690  PID         -  GA0690
 GA0690  STATE/COUNTY-  TN/GREENE
 GA0690  USGS QUAD   -  GREYSTONE (1978)
 GA0690
 GA0690                         *CURRENT SURVEY CONTROL
 GA0690  ___________________________________________________________________
 GA0690* NAD 83(1986)-  36 05 41.     (N)    082 43 49.     (W)     SCALED    
 GA0690* NAVD 88     -       461.906  (meters)    1515.44   (feet)  ADJUSTED  
 GA0690  ___________________________________________________________________
 GA0690  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA0690  DYNAMIC HT  -         461.458 (meters)    1513.97  (feet)  COMP
 GA0690  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 GA0690
 GA0690  VERT ORDER  -  SECOND    CLASS 0
 GA0690
 GA0690.The horizontal coordinates were scaled from a topographic map and have
 GA0690.an estimated accuracy of +/- 6 seconds.
 GA0690
 GA0690.The orthometric height was determined by differential leveling
 GA0690.and adjusted by the National Geodetic Survey in June 1991..
 GA0690
 GA0690.The geoid height was determined by GEOID03.
 GA0690
 GA0690.The dynamic height is computed by dividing the NAVD 88
 GA0690.geopotential number by the normal gravity value computed on the
 GA0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0690.degrees latitude (g = 980.6199 gals.).
 GA0690
 GA0690.The modeled gravity was interpolated from observed gravity values.
 GA0690
 GA0690;                    North         East    Units  Estimated Accuracy
 GA0690;SPC TN       -   200,340.      894,390.      MT  (+/- 180 meters Scaled)
 GA0690
 GA0690                          SUPERSEDED SURVEY CONTROL
 GA0690
 GA0690  NGVD 29 (??/??/92)  462.026  (m)         1515.83   (f) ADJ UNCH    2 0
 GA0690
 GA0690.Superseded values are not recommended for survey control.
 GA0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0690.See file dsdata.txt to determine how the superseded data were derived.
 GA0690
 GA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV442958(NAD 83)
 GA0690_MARKER: DB = BENCH MARK DISK
 GA0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0690_STAMPING: K 115 1935
 GA0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0690+STABILITY: SURFACE MOTION
 GA0690
 GA0690  HISTORY     - Date     Condition        Report By
 GA0690  HISTORY     - 1935     MONUMENTED       CGS
 GA0690  HISTORY     - 1955     GOOD             NGS
 GA0690
 GA0690                          STATION DESCRIPTION
 GA0690
 GA0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0690'4.1 MI SE FROM JONES BRIDGE.
 GA0690'2.3 MILES SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0690'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE 1.8
 GA0690'MILES EAST ALONG A PAVED ROAD, 0.7 MILE NORTHWEST OF A SMALL
 GA0690'SETTLEMENT CALLED BETHANY, 135 YARDS NORTHWEST OF THE C.E. JENNINGS
 GA0690'RESIDENCE, 68 YARDS SOUTHEAST OF THE JUNCTION OF A ROAD LEADING
 GA0690'NORTH, 32 FEET WEST OF A 10-INCH HACKBERRY TREE, 18 FEET NORTHEAST
 GA0690'OF THE CENTERLINE OF THE ROAD, 4.5 FEET NORTHEAST OF A FENCE CORNER,
 GA0690'1.5 FEET SOUTHEAST OF A FENCE LINE, AND LEVEL WITH THE ROAD.  A
 GA0690'STANDARD DISK, STAMPED K 115 1935 AND SET IN THE TOP OF A CONCRETE
 GA0690'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1023 ***********************************************************************
 GA1023  DESIGNATION -  K 117
 GA1023  PID         -  GA1023
 GA1023  STATE/COUNTY-  TN/GREENE
 GA1023  USGS QUAD   -  GREENEVILLE (1961)
 GA1023
 GA1023                         *CURRENT SURVEY CONTROL
 GA1023  ___________________________________________________________________
 GA1023* NAD 83(1986)-  36 07 46.     (N)    082 50 32.     (W)     SCALED    
 GA1023* NAVD 88     -       421.150  (meters)    1381.72   (feet)  ADJUSTED  
 GA1023  ___________________________________________________________________
 GA1023  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1023  DYNAMIC HT  -         420.748 (meters)    1380.40  (feet)  COMP
 GA1023  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 GA1023
 GA1023  VERT ORDER  -  SECOND    CLASS 0
 GA1023
 GA1023.The horizontal coordinates were scaled from a topographic map and have
 GA1023.an estimated accuracy of +/- 6 seconds.
 GA1023
 GA1023.The orthometric height was determined by differential leveling
 GA1023.and adjusted by the National Geodetic Survey in June 1991..
 GA1023
 GA1023.The geoid height was determined by GEOID03.
 GA1023
 GA1023.The dynamic height is computed by dividing the NAVD 88
 GA1023.geopotential number by the normal gravity value computed on the
 GA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1023.degrees latitude (g = 980.6199 gals.).
 GA1023
 GA1023.The modeled gravity was interpolated from observed gravity values.
 GA1023
 GA1023;                    North         East    Units  Estimated Accuracy
 GA1023;SPC TN       -   203,860.      884,190.      MT  (+/- 180 meters Scaled)
 GA1023
 GA1023                          SUPERSEDED SURVEY CONTROL
 GA1023
 GA1023  NGVD 29 (??/??/92)  421.272  (m)         1382.12   (f) ADJ UNCH    2 0
 GA1023
 GA1023.Superseded values are not recommended for survey control.
 GA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1023.See file dsdata.txt to determine how the superseded data were derived.
 GA1023
 GA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV342998(NAD 83)
 GA1023_MARKER: DB = BENCH MARK DISK
 GA1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1023_STAMPING: K 117 1935
 GA1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1023+STABILITY: SURFACE MOTION
 GA1023
 GA1023  HISTORY     - Date     Condition        Report By
 GA1023  HISTORY     - 1935     MONUMENTED       CGS
 GA1023  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA1023
 GA1023                          STATION DESCRIPTION
 GA1023
 GA1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1023'3.2 MI S FROM GREENEVILLE.
 GA1023'3.2 MILES SOUTH ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1023'THE COURTHOUSE AT GREENEVILLE, GREENE COUNTY, 0.4 MILE NORTH OF
 GA1023'STAUNTON MILL, 44 YARDS NORTHEAST OF POLE 4, 11 YARDS SOUTHEAST
 GA1023'OF THE CENTERLINE OF THE ROAD, 30 YARDS NORTHEAST OF A 16-INCH
 GA1023'LOCUST TREE, 9 YARDS SOUTH OF A POLE, 2 YARDS SOUTHEAST OF A FENCE
 GA1023'LINE, AND 2 YARDS HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA1023'K 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1023
 GA1023                          STATION RECOVERY (1961)
 GA1023
 GA1023'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0915 ***********************************************************************
 GA0915  DESIGNATION -  K 118
 GA0915  PID         -  GA0915
 GA0915  STATE/COUNTY-  TN/GREENE
 GA0915  USGS QUAD   -  CEDAR CREEK (1980)
 GA0915
 GA0915                         *CURRENT SURVEY CONTROL
 GA0915  ___________________________________________________________________
 GA0915* NAD 83(1986)-  36 02 26.     (N)    082 59 56.     (W)     SCALED    
 GA0915* NAVD 88     -       416.38   (+/-2cm)    1366.1    (feet)  VERTCON   
 GA0915  ___________________________________________________________________
 GA0915  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA0915
 GA0915  VERT ORDER  -  ? (See Below)
 GA0915
 GA0915.The horizontal coordinates were scaled from a topographic map and have
 GA0915.an estimated accuracy of +/- 6 seconds.
 GA0915
 GA0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0915.The vertical order pertains to the NGVD 29 superseded value.
 GA0915
 GA0915.The geoid height was determined by GEOID03.
 GA0915
 GA0915;                    North         East    Units  Estimated Accuracy
 GA0915;SPC TN       -   193,560.      870,400.      MT  (+/- 180 meters Scaled)
 GA0915
 GA0915                          SUPERSEDED SURVEY CONTROL
 GA0915
 GA0915  NGVD 29 (??/??/92)  416.526  (m)         1366.55   (f) ADJ UNCH    ?  
 GA0915
 GA0915.Superseded values are not recommended for survey control.
 GA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0915.See file dsdata.txt to determine how the superseded data were derived.
 GA0915
 GA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV199902(NAD 83)
 GA0915_MARKER: DB = BENCH MARK DISK
 GA0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0915+STABILITY: SURFACE MOTION
 GA0915
 GA0915  HISTORY     - Date     Condition        Report By
 GA0915  HISTORY     - UNK      MONUMENTED       CGS
 GA0915  HISTORY     - 1937     GOOD             TVA
 GA0915  HISTORY     - 1950     GOOD             TVA
 GA0915
 GA0915                          STATION DESCRIPTION
 GA0915
 GA0915'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0915'1 MI SW FROM CANEY BRANCH.
 GA0915'IN GREENE COUNTY, 13.5 MILES NORTHEAST ALONG STATE HIGHWAY 35
 GA0915'FROM NEWPORT, COCKE COUNTY, 3.3 MILES NORTHEAST OF SALEM, 1 MILE
 GA0915'SOUTHWEST OF CANEY BRANCH, ON THE PROPERTY OF MRS. J.S. NEAS,
 GA0915'45 FEET SOUTH OF THE JUNCTION OF A Y-ROAD LEADING SOUTH, 85 FEET
 GA0915'EAST OF THE HOUSE, 34.8 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 GA0915'THE GARDEN, 32 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GA0915'CONCRETE STEPS, 23.5 FEET EAST OF A 10-INCH WHITE OAK TREE, 10 FEET
 GA0915'WEST OF THE SIDE ROAD, AND 9 FEET NORTH OF A FLOWER BED.  A STANDARD
 GA0915'DISK, SET IN THE TOP OF A CONCRETE POST.
 GA0915
 GA0915                          STATION RECOVERY (1950)
 GA0915
 GA0915'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1956 ***********************************************************************
 GA1956  DESIGNATION -  K 119
 GA1956  PID         -  GA1956
 GA1956  STATE/COUNTY-  TN/COCKE
 GA1956  USGS QUAD   -  RANKIN (1980)
 GA1956
 GA1956                         *CURRENT SURVEY CONTROL
 GA1956  ___________________________________________________________________
 GA1956* NAD 83(1986)-  36 06 45.     (N)    083 08 27.     (W)     SCALED    
 GA1956* NAVD 88     -       327.097  (meters)    1073.15   (feet)  ADJUSTED  
 GA1956  ___________________________________________________________________
 GA1956  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1956  DYNAMIC HT  -         326.793 (meters)    1072.15  (feet)  COMP
 GA1956  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 GA1956
 GA1956  VERT ORDER  -  SECOND    CLASS 0
 GA1956
 GA1956.The horizontal coordinates were scaled from a topographic map and have
 GA1956.an estimated accuracy of +/- 6 seconds.
 GA1956
 GA1956.The orthometric height was determined by differential leveling
 GA1956.and adjusted by the National Geodetic Survey in June 1991..
 GA1956
 GA1956.The geoid height was determined by GEOID03.
 GA1956
 GA1956.The dynamic height is computed by dividing the NAVD 88
 GA1956.geopotential number by the normal gravity value computed on the
 GA1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1956.degrees latitude (g = 980.6199 gals.).
 GA1956
 GA1956.The modeled gravity was interpolated from observed gravity values.
 GA1956
 GA1956;                    North         East    Units  Estimated Accuracy
 GA1956;SPC TN       -   201,160.      857,380.      MT  (+/- 180 meters Scaled)
 GA1956
 GA1956                          SUPERSEDED SURVEY CONTROL
 GA1956
 GA1956  NGVD 29 (??/??/92)  327.252  (m)         1073.66   (f) ADJ UNCH    2 0
 GA1956
 GA1956.Superseded values are not recommended for survey control.
 GA1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1956.See file dsdata.txt to determine how the superseded data were derived.
 GA1956
 GA1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV073985(NAD 83)
 GA1956_MARKER: DB = BENCH MARK DISK
 GA1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1956_STAMPING: K 119 1935
 GA1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1956+STABILITY: SURFACE MOTION
 GA1956
 GA1956  HISTORY     - Date     Condition        Report By
 GA1956  HISTORY     - 1935     MONUMENTED       CGS
 GA1956  HISTORY     - 1935     GOOD             NGS
 GA1956
 GA1956                          STATION DESCRIPTION
 GA1956
 GA1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1956'6 MI NE FROM RANKIN.
 GA1956'6.0 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT RANKIN,
 GA1956'THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY 25 E, AND THENCE
 GA1956'1-1/2 MILES EAST ALONG THE BIRD HILL ROAD, 1.55 MILES NORTHEAST
 GA1956'OF ROAD JUNCTION AT HIGH POINT, 0.75 MILES NORTHWEST OF BRIAR
 GA1956'THICKET CHURCH, 50 FEET EAST OF CONCRETE WALK TO CLYDE MOORE
 GA1956'RESIDENCE, 50 FEET NORTH OF NORTHWEST CORNER OF GARAGE, 6 FEET
 GA1956'SOUTHWEST OF A 6 IN CHERRY TREE.  A STANDARD DISK STAMPED K
 GA1956'119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0749 ***********************************************************************
 GD0749  DESIGNATION -  K 12
 GD0749  PID         -  GD0749
 GD0749  STATE/COUNTY-  TN/LAKE
 GD0749  USGS QUAD   -  MISTON (1983)
 GD0749
 GD0749                         *CURRENT SURVEY CONTROL
 GD0749  ___________________________________________________________________
 GD0749* NAD 83(1986)-  36 13 54.     (N)    089 29 51.     (W)     SCALED    
 GD0749* NAVD 88     -        84.485  (meters)     277.18   (feet)  ADJUSTED  
 GD0749  ___________________________________________________________________
 GD0749  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0749  DYNAMIC HT  -          84.416 (meters)     276.95  (feet)  COMP
 GD0749  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 GD0749
 GD0749  VERT ORDER  -  SECOND    CLASS 0
 GD0749
 GD0749.The horizontal coordinates were scaled from a topographic map and have
 GD0749.an estimated accuracy of +/- 6 seconds.
 GD0749
 GD0749.The orthometric height was determined by differential leveling
 GD0749.and adjusted by the National Geodetic Survey in June 1991..
 GD0749
 GD0749.The geoid height was determined by GEOID03.
 GD0749
 GD0749.The dynamic height is computed by dividing the NAVD 88
 GD0749.geopotential number by the normal gravity value computed on the
 GD0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0749.degrees latitude (g = 980.6199 gals.).
 GD0749
 GD0749.The modeled gravity was interpolated from observed gravity values.
 GD0749
 GD0749;                    North         East    Units  Estimated Accuracy
 GD0749;SPC TN       -   216,240.      285,650.      MT  (+/- 180 meters Scaled)
 GD0749
 GD0749                          SUPERSEDED SURVEY CONTROL
 GD0749
 GD0749  NGVD 29 (??/??/??)   84.410  (m)          276.94   (f) ADJUSTED    2 0
 GD0749
 GD0749.Superseded values are not recommended for survey control.
 GD0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0749.See file dsdata.txt to determine how the superseded data were derived.
 GD0749
 GD0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF755125(NAD 83)
 GD0749_MARKER: DB = BENCH MARK DISK
 GD0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0749_STAMPING: K 12 1933
 GD0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0749+STABILITY: SURFACE MOTION
 GD0749
 GD0749  HISTORY     - Date     Condition        Report By
 GD0749  HISTORY     - 1933     MONUMENTED       CGS
 GD0749  HISTORY     - 1943     GOOD             CGS
 GD0749  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GD0749
 GD0749                          STATION DESCRIPTION
 GD0749
 GD0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0749'2.2 MI S FROM RIDGELY.
 GD0749'2.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0749'STATION AT RIDGELY, LAKE COUNTY, AT THE CROSSING OF STATE HIGHWAY
 GD0749'79, 91 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17 FEET EAST
 GD0749'OF THE CENTERLINE OF THE TRACK, 26 FEET WEST OF THE CENTERLINE
 GD0749'OF A COUNTY GRAVEL ROAD PARALLELING THE TRACK, 3 FEET NORTHWEST
 GD0749'OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A WHITE WOODEN WITNESS
 GD0749'POST, 3 FEET LOWER THAN THE TRACK, LEVEL WITH THE COUNTY GRAVEL
 GD0749'ROAD, AND 0.5 FOOT BELOW THE SURFACE OF THE GROUND.  A STANDARD
 GD0749'DISK, STAMPED K 12 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GD0749
 GD0749                          STATION RECOVERY (2002)
 GD0749
 GD0749'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0749'SUSPECTED DESTROYED DUE TO DITCH ENLARGEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1111 ***********************************************************************
 FB1111  DESIGNATION -  K 121
 FB1111  PID         -  FB1111
 FB1111  STATE/COUNTY-  TN/COCKE
 FB1111  USGS QUAD   -  PAINT ROCK (1991)
 FB1111
 FB1111                         *CURRENT SURVEY CONTROL
 FB1111  ___________________________________________________________________
 FB1111* NAD 83(1986)-  35 57 34.     (N)    082 58 00.     (W)     SCALED    
 FB1111* NAVD 88     -       543.74   (+/-2cm)    1783.9    (feet)  VERTCON   
 FB1111  ___________________________________________________________________
 FB1111  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1111
 FB1111  VERT ORDER  -  ? (See Below)
 FB1111
 FB1111.The horizontal coordinates were scaled from a topographic map and have
 FB1111.an estimated accuracy of +/- 6 seconds.
 FB1111
 FB1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1111.The vertical order pertains to the NGVD 29 superseded value.
 FB1111
 FB1111.The geoid height was determined by GEOID03.
 FB1111
 FB1111;                    North         East    Units  Estimated Accuracy
 FB1111;SPC TN       -   184,660.      873,580.      MT  (+/- 180 meters Scaled)
 FB1111
 FB1111                          SUPERSEDED SURVEY CONTROL
 FB1111
 FB1111  NGVD 29 (??/??/92)  543.873  (m)         1784.36   (f) ADJ UNCH    ?  
 FB1111
 FB1111.Superseded values are not recommended for survey control.
 FB1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1111.See file dsdata.txt to determine how the superseded data were derived.
 FB1111
 FB1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV226812(NAD 83)
 FB1111_MARKER: DB = BENCH MARK DISK
 FB1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1111_STAMPING: K 121 1935
 FB1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1111+STABILITY: SURFACE MOTION
 FB1111
 FB1111  HISTORY     - Date     Condition        Report By
 FB1111  HISTORY     - 1935     MONUMENTED       CGS
 FB1111  HISTORY     - 1955     GOOD             NGS
 FB1111
 FB1111                          STATION DESCRIPTION
 FB1111
 FB1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1111'5 MI NW FROM WOLF CREEK.
 FB1111'5.0 MILES NORTHWEST ALONG THE COVE CREEK ROAD FROM WOLF CREEK,
 FB1111'55 FEET NORTH OF A GALVANIZED-IRON PIPE CULVERT UNDER THE ROAD,
 FB1111'AT THE HOUSTON VALLEY CHURCH, 4 FEET NORTH OF THE NORTHEAST
 FB1111'CORNER OF THE BUILDING, 38 FEET NORTHWEST OF THE ROAD, 32 FEET EAST
 FB1111'OF A DRAIN, 25.8 FEET SOUTHEAST OF AN 8-INCH WALNUT TREE, AND 10
 FB1111'FEET SOUTHWEST OF A CORNFIELD.  A STANDARD DISK, SET IN THE TOP
 FB1111'OF A CONCRETE POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1342 ***********************************************************************
 FB1342  DESIGNATION -  K 122
 FB1342  PID         -  FB1342
 FB1342  STATE/COUNTY-  TN/COCKE
 FB1342  USGS QUAD   -  HARTFORD (1968)
 FB1342
 FB1342                         *CURRENT SURVEY CONTROL
 FB1342  ___________________________________________________________________
 FB1342* NAD 83(1986)-  35 49 45.     (N)    083 14 28.     (W)     SCALED    
 FB1342* NAVD 88     -       423.74   (+/-2cm)    1390.2    (feet)  VERTCON   
 FB1342  ___________________________________________________________________
 FB1342  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB1342
 FB1342  VERT ORDER  -  ? (See Below)
 FB1342
 FB1342.The horizontal coordinates were scaled from a topographic map and have
 FB1342.an estimated accuracy of +/- 6 seconds.
 FB1342
 FB1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1342.The vertical order pertains to the NGVD 29 superseded value.
 FB1342
 FB1342.The geoid height was determined by GEOID03.
 FB1342
 FB1342;                    North         East    Units  Estimated Accuracy
 FB1342;SPC TN       -   169,470.      849,240.      MT  (+/- 180 meters Scaled)
 FB1342
 FB1342                          SUPERSEDED SURVEY CONTROL
 FB1342
 FB1342  NGVD 29 (??/??/92)  423.893  (m)         1390.72   (f) ADJ UNCH    ?  
 FB1342
 FB1342.Superseded values are not recommended for survey control.
 FB1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1342.See file dsdata.txt to determine how the superseded data were derived.
 FB1342
 FB1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV975673(NAD 83)
 FB1342_MARKER: DB = BENCH MARK DISK
 FB1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1342_STAMPING: K 122 1935
 FB1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1342+STABILITY: SURFACE MOTION
 FB1342
 FB1342  HISTORY     - Date     Condition        Report By
 FB1342  HISTORY     - 1935     MONUMENTED       CGS
 FB1342  HISTORY     - 1949     GOOD             NGS
 FB1342
 FB1342                          STATION DESCRIPTION
 FB1342
 FB1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1342'0.9 MI NE FROM COSBY.
 FB1342'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 32 FROM COSBY, COCKE
 FB1342'COUNTY, 1.4 MILES SOUTHEAST OF COSBY SCHOOL, AT THE NORTHEAST
 FB1342'CORNER OF A WOODS, AT THE JUNCTION OF THE CHAVIS CREEK ROAD,
 FB1342'12 FEET SOUTH OF THE CHAVIS CREEK ROAD, 7 FEET WEST OF THE
 FB1342'HIGHWAY, 21.7 FEET NORTH OF A MAIL-BOX POST, 16.1 FEET SOUTHEAST
 FB1342'OF A 6-INCH POPLAR TREE MARKED WITH NAIL AND BOTTLE CAP, 12.1
 FB1342'FEET EAST OF AN 8-INCH WILD CHERRY TREE MARKED WITH NAIL
 FB1342'AND BOTTLE CAP, AND 1.3 FEET SOUTHEAST OF A STEEL POST WITH A
 FB1342'CONTROL MARKER SIGN.  A STANDARD DISK, STAMPED K 122 1935 AND
 FB1342'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1357 ***********************************************************************
 FB1357  DESIGNATION -  K 125
 FB1357  PID         -  FB1357
 FB1357  STATE/COUNTY-  TN/COCKE
 FB1357  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1357
 FB1357                         *CURRENT SURVEY CONTROL
 FB1357  ___________________________________________________________________
 FB1357* NAD 83(1986)-  35 54 26.     (N)    083 01 13.     (W)     SCALED    
 FB1357* NAVD 88     -       358.48   (+/-2cm)    1176.1    (feet)  VERTCON   
 FB1357  ___________________________________________________________________
 FB1357  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FB1357
 FB1357  VERT ORDER  -  ? (See Below)
 FB1357
 FB1357.The horizontal coordinates were scaled from a topographic map and have
 FB1357.an estimated accuracy of +/- 6 seconds.
 FB1357
 FB1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1357.The vertical order pertains to the NGVD 29 superseded value.
 FB1357
 FB1357.The geoid height was determined by GEOID03.
 FB1357
 FB1357;                    North         East    Units  Estimated Accuracy
 FB1357;SPC TN       -   178,720.      868,920.      MT  (+/- 180 meters Scaled)
 FB1357
 FB1357                          SUPERSEDED SURVEY CONTROL
 FB1357
 FB1357  NGVD 29 (??/??/92)  358.629  (m)         1176.60   (f) ADJ UNCH    ?  
 FB1357
 FB1357.Superseded values are not recommended for survey control.
 FB1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1357.See file dsdata.txt to determine how the superseded data were derived.
 FB1357
 FB1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV176755(NAD 83)
 FB1357_MARKER: DB = BENCH MARK DISK
 FB1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1357_STAMPING: K 125 1935
 FB1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1357+STABILITY: SURFACE MOTION
 FB1357
 FB1357  HISTORY     - Date     Condition        Report By
 FB1357  HISTORY     - 1935     MONUMENTED       CGS
 FB1357  HISTORY     - 1949     GOOD             NGS
 FB1357
 FB1357                          STATION DESCRIPTION
 FB1357
 FB1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1357'1 MI S FROM DEL RIO.
 FB1357'1.0 MILE SOUTH ALONG STATE HIGHWAY 107 FROM THE CROSSING OF
 FB1357'THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, AT THE JUNCTION
 FB1357'OF FIFTEENTH ROAD LEADING WEST, ON THE PROPERTY OF ED BURNETT,
 FB1357'AT THE SOUTHWEST EDGE OF A CULTIVATED FIELD, 75 FEET SOUTHWEST
 FB1357'OF THE EDGE OF A WOODS, 42 FEET NORTHEAST OF THE ROAD JUNCTION,
 FB1357'32.3 FEET SOUTHEAST OF A 10-INCH ELM TREE MARKED WITH NAIL AND
 FB1357'BOTTLE CAP, 14.8 FEET NORTH OF A 6-INCH ELM TREE MARKED WITH
 FB1357'NAIL AND BOTTLE CAP, 9 FEET NORTHEAST OF THE HIGHWAY, 2 FEET
 FB1357'NORTHEAST OF A WIRE FENCE, 1.7 FEET SOUTHEAST OF A 4-INCH TWIN
 FB1357'HACKBERRY MARKED WITH NAIL AND BOTTLE CAP, AND 2.4 FEET NORTHEAST
 FB1357'OF A STEEL POST WITH A CONTROL MARKER SIGN.  A STANDARD DISK,
 FB1357'STAMPED K 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB1357'NOTE-- THE CORNERS HAVE BEEN CHIPPED OFF THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2053 ***********************************************************************
 FB2053  DESIGNATION -  K 127
 FB2053  PID         -  FB2053
 FB2053  STATE/COUNTY-  TN/SEVIER
 FB2053  USGS QUAD   -  GATLINBURG (1979)
 FB2053
 FB2053                         *CURRENT SURVEY CONTROL
 FB2053  ___________________________________________________________________
 FB2053* NAD 83(1986)-  35 43 23.     (N)    083 31 03.     (W)     SCALED    
 FB2053* NAVD 88     -       431.96   (+/-2cm)    1417.2    (feet)  VERTCON   
 FB2053  ___________________________________________________________________
 FB2053  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FB2053
 FB2053  VERT ORDER  -  ? (See Below)
 FB2053
 FB2053.The horizontal coordinates were scaled from a topographic map and have
 FB2053.an estimated accuracy of +/- 6 seconds.
 FB2053
 FB2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2053.The vertical order pertains to the NGVD 29 superseded value.
 FB2053
 FB2053.The geoid height was determined by GEOID03.
 FB2053
 FB2053;                    North         East    Units  Estimated Accuracy
 FB2053;SPC TN       -   157,040.      824,580.      MT  (+/- 180 meters Scaled)
 FB2053
 FB2053                          SUPERSEDED SURVEY CONTROL
 FB2053
 FB2053  NGVD 29 (??/??/92)  432.070  (m)         1417.55   (f) ADJ UNCH    ?  
 FB2053
 FB2053.Superseded values are not recommended for survey control.
 FB2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2053.See file dsdata.txt to determine how the superseded data were derived.
 FB2053
 FB2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV722561(NAD 83)
 FB2053_MARKER: DB = BENCH MARK DISK
 FB2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2053_STAMPING: K 127 1935
 FB2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2053+STABILITY: SURFACE MOTION
 FB2053
 FB2053  HISTORY     - Date     Condition        Report By
 FB2053  HISTORY     - 1935     MONUMENTED       CGS
 FB2053
 FB2053                          STATION DESCRIPTION
 FB2053
 FB2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2053'1 MI SW FROM HATCHERTOWN.
 FB2053'1 MILE SOUTHWEST (AIR LINE) FROM HATCHERTOWN, SEVIER COUNTY, ON
 FB2053'THE WEAR VALLEY ROAD, 200 FEET NORTHEAST OF THE WALTER OGLE HOUSE,
 FB2053'175 FEET EAST OF THE BARN, AT THE JUNCTION OF A ROAD LEADING
 FB2053'NORTHWEST, 30 FEET NORTHEAST OF A DRAIN, 12 FEET NORTHEAST OF
 FB2053'THE SIDE ROAD, 12 FEET NORTHWEST OF THE MAIN ROAD, 8.6 FEET WEST
 FB2053'OF A MAIL-BOX POST, AND 4.8 FEET NORTHEAST OF A FENCE CORNER.
 FB2053'A STANDARD DISK, STAMPED K 127 1935 AND SET IN THE TOP OF A
 FB2053'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1818 ***********************************************************************
 GA1818  DESIGNATION -  K 129
 GA1818  PID         -  GA1818
 GA1818  STATE/COUNTY-  TN/JEFFERSON
 GA1818  USGS QUAD   -  TALBOTT (1980)
 GA1818
 GA1818                         *CURRENT SURVEY CONTROL
 GA1818  ___________________________________________________________________
 GA1818* NAD 83(1986)-  36 08 42.     (N)    083 26 06.     (W)     SCALED    
 GA1818* NAVD 88     -       348.793  (meters)    1144.33   (feet)  ADJUSTED  
 GA1818  ___________________________________________________________________
 GA1818  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1818  DYNAMIC HT  -         348.470 (meters)    1143.27  (feet)  COMP
 GA1818  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 GA1818
 GA1818  VERT ORDER  -  FIRST     CLASS I
 GA1818
 GA1818.The horizontal coordinates were scaled from a topographic map and have
 GA1818.an estimated accuracy of +/- 6 seconds.
 GA1818
 GA1818.The orthometric height was determined by differential leveling
 GA1818.and adjusted by the National Geodetic Survey in June 1991..
 GA1818
 GA1818.The geoid height was determined by GEOID03.
 GA1818
 GA1818.The dynamic height is computed by dividing the NAVD 88
 GA1818.geopotential number by the normal gravity value computed on the
 GA1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1818.degrees latitude (g = 980.6199 gals.).
 GA1818
 GA1818.The modeled gravity was interpolated from observed gravity values.
 GA1818
 GA1818;                    North         East    Units  Estimated Accuracy
 GA1818;SPC TN       -   204,030.      830,810.      MT  (+/- 180 meters Scaled)
 GA1818
 GA1818                          SUPERSEDED SURVEY CONTROL
 GA1818
 GA1818  NGVD 29 (??/??/92)  348.922  (m)         1144.75   (f) ADJ UNCH    1 1
 GA1818
 GA1818.Superseded values are not recommended for survey control.
 GA1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1818.See file dsdata.txt to determine how the superseded data were derived.
 GA1818
 GA1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA809027(NAD 83)
 GA1818_MARKER: DB = BENCH MARK DISK
 GA1818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1818_SP_SET: SIGNAL BASE
 GA1818_STAMPING: K 129 1936
 GA1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1818
 GA1818  HISTORY     - Date     Condition        Report By
 GA1818  HISTORY     - 1936     MONUMENTED       CGS
 GA1818  HISTORY     - 1967     GOOD             NGS
 GA1818  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA1818
 GA1818                          STATION DESCRIPTION
 GA1818
 GA1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1818'3.7 MI NE FROM JEFFERSON CITY.
 GA1818'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE
 GA1818'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, THENCE 0.8
 GA1818'MILE EAST ALONG THE SOUTHERN RAILWAY, ABOUT 0.3 MILE WEST OF
 GA1818'MILEPOST 98, SET ON THE TOP OF THE NORTHWEST CORNER OF A 2-FOOT
 GA1818'SQUARE CONCRETE BASE FOR SEMAPHORE 983A, 8.7 FEET NORTH OF THE
 GA1818'NORTH RAIL AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 GA1818
 GA1818                          STATION RECOVERY (1978)
 GA1818
 GA1818'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0775 ***********************************************************************
 GD0775  DESIGNATION -  K 13
 GD0775  PID         -  GD0775
 GD0775  STATE/COUNTY-  TN/OBION
 GD0775  USGS QUAD   -  HORNBEAK (1983)
 GD0775
 GD0775                         *CURRENT SURVEY CONTROL
 GD0775  ___________________________________________________________________
 GD0775* NAD 83(1986)-  36 20 20.     (N)    089 16 35.     (W)     SCALED    
 GD0775* NAVD 88     -       147.784  (meters)     484.85   (feet)  ADJUSTED  
 GD0775  ___________________________________________________________________
 GD0775  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD0775  DYNAMIC HT  -         147.662 (meters)     484.45  (feet)  COMP
 GD0775  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 GD0775
 GD0775  VERT ORDER  -  SECOND    CLASS 0
 GD0775
 GD0775.The horizontal coordinates were scaled from a topographic map and have
 GD0775.an estimated accuracy of +/- 6 seconds.
 GD0775
 GD0775.The orthometric height was determined by differential leveling
 GD0775.and adjusted by the National Geodetic Survey in June 1991..
 GD0775
 GD0775.The geoid height was determined by GEOID03.
 GD0775
 GD0775.The dynamic height is computed by dividing the NAVD 88
 GD0775.geopotential number by the normal gravity value computed on the
 GD0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0775.degrees latitude (g = 980.6199 gals.).
 GD0775
 GD0775.The modeled gravity was interpolated from observed gravity values.
 GD0775
 GD0775;                    North         East    Units  Estimated Accuracy
 GD0775;SPC TN       -   227,440.      305,920.      MT  (+/- 180 meters Scaled)
 GD0775
 GD0775                          SUPERSEDED SURVEY CONTROL
 GD0775
 GD0775  NGVD 29 (??/??/??)  147.734  (m)          484.69   (f) ADJUSTED    2 0
 GD0775
 GD0775.Superseded values are not recommended for survey control.
 GD0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0775.See file dsdata.txt to determine how the superseded data were derived.
 GD0775
 GD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF957239(NAD 83)
 GD0775_MARKER: DB = BENCH MARK DISK
 GD0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0775_STAMPING: K 13 1935
 GD0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0775+STABILITY: SURFACE MOTION
 GD0775
 GD0775  HISTORY     - Date     Condition        Report By
 GD0775  HISTORY     - 1935     MONUMENTED       CGS
 GD0775  HISTORY     - 1967     GOOD             CGS
 GD0775  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GD0775
 GD0775                          STATION DESCRIPTION
 GD0775
 GD0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0775'1.5 MI E FROM HORNBEAK.
 GD0775'THE MARK IS ABOUT 1.5 MILES EAST ALONG STATE ROUTE 21 FROM THE
 GD0775'MAIN INTERSECTION IN HORNBEAK, AT THE TOP OF A RISE, 29 FEET
 GD0775'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 21, 10 FEET
 GD0775'WEST-NORTHWEST OF A 10-INCH SILVER MAPLE TREE, 6 FEET NORTHWEST
 GD0775'OF THE APPROXIMATE CENTER OF A GATE, 1 FOOT EAST OF A UTILITY
 GD0775'POLE, AND 0.4 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 GD0775'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6-INCH,
 GD0775'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GD0775'STAMPED K 13 1935.
 GD0775
 GD0775                          STATION RECOVERY (2002)
 GD0775
 GD0775'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2241 ***********************************************************************
 GA2241  DESIGNATION -  K 130
 GA2241  PID         -  GA2241
 GA2241  STATE/COUNTY-  TN/KNOX
 GA2241  USGS QUAD   -  JOHN SEVIER (1992)
 GA2241
 GA2241                         *CURRENT SURVEY CONTROL
 GA2241  ___________________________________________________________________
 GA2241* NAD 83(1986)-  36 01 05.     (N)    083 51 35.     (W)     SCALED    
 GA2241* NAVD 88     -       266.098  (meters)     873.02   (feet)  POSTED    
 GA2241  ___________________________________________________________________
 GA2241  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2241  DYNAMIC HT  -         265.850 (meters)     872.21  (feet)  COMP
 GA2241  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GA2241
 GA2241  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2241
 GA2241.The horizontal coordinates were scaled from a topographic map and have
 GA2241.an estimated accuracy of +/- 6 seconds.
 GA2241
 GA2241.The orthometric height was determined by differential leveling
 GA2241.and adjusted by the National Geodetic Survey in 1992..
 GA2241.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2241.rate of 0.0 thru 1.0 mm/km.
 GA2241
 GA2241.The geoid height was determined by GEOID03.
 GA2241
 GA2241.The dynamic height is computed by dividing the NAVD 88
 GA2241.geopotential number by the normal gravity value computed on the
 GA2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2241.degrees latitude (g = 980.6199 gals.).
 GA2241
 GA2241.The modeled gravity was interpolated from observed gravity values.
 GA2241
 GA2241;                    North         East    Units  Estimated Accuracy
 GA2241;SPC TN       -   189,030.      792,910.      MT  (+/- 180 meters Scaled)
 GA2241
 GA2241                          SUPERSEDED SURVEY CONTROL
 GA2241
 GA2241  NGVD 29 (??/??/92)  266.229  (m)          873.45   (f) ADJ UNCH    1 2
 GA2241
 GA2241.Superseded values are not recommended for survey control.
 GA2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2241.See file dsdata.txt to determine how the superseded data were derived.
 GA2241
 GA2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV422897(NAD 83)
 GA2241_MARKER: DB = BENCH MARK DISK
 GA2241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2241_SP_SET: OVERPASS
 GA2241_STAMPING: K 130 1936
 GA2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2241
 GA2241  HISTORY     - Date     Condition        Report By
 GA2241  HISTORY     - 1936     MONUMENTED       CGS
 GA2241  HISTORY     - 1950     GOOD             NGS
 GA2241  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2241  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 GA2241
 GA2241                          STATION DESCRIPTION
 GA2241
 GA2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2241'4.6 MI NE FROM KNOXVILLE.
 GA2241'4.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2241'AT KNOXVILLE, KNOX COUNTY, 0.8 MILES SOUTHWEST OF JOHN SEVIER
 GA2241'STATION, 11-1/2 POWER-TRANSMISSION LINE POLES NORTHEAST OF
 GA2241'MILEPOST 126, 41 YARDS NORTHWEST OF A RIGHT-ANGLE INTERSECTION
 GA2241'OF U.S. HIGHWAY 11 W AND A STATE HIGHWAY, AT A CONCRETE OVERPASS,
 GA2241'IN THE TOP OF THE NORTH END OF THE COPING, 5.9 FEET NORTHWEST
 GA2241'OF THE NORTHWEST RAIL, AND ABOUT 2-1/2 FEET LOWER THAN THE TOP
 GA2241'OF THE RAIL.  A STANDARD DISK, STAMPED K 130 1936.
 GA2241
 GA2241                          STATION RECOVERY (1967)
 GA2241
 GA2241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2241'MARK NOT FOUND.
 GA2241
 GA2241                          STATION RECOVERY (1982)
 GA2241
 GA2241'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 GA2241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0440 ***********************************************************************
 FC0440  DESIGNATION -  K 131
 FC0440  PID         -  FC0440
 FC0440  STATE/COUNTY-  TN/BRADLEY
 FC0440  USGS QUAD   -  MC DONALD (1976)
 FC0440
 FC0440                         *CURRENT SURVEY CONTROL
 FC0440  ___________________________________________________________________
 FC0440* NAD 83(1986)-  35 02 07.     (N)    084 55 37.     (W)     SCALED    
 FC0440* NAVD 88     -       269.615  (meters)     884.56   (feet)  ADJUSTED  
 FC0440  ___________________________________________________________________
 FC0440  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FC0440  DYNAMIC HT  -         269.345 (meters)     883.68  (feet)  COMP
 FC0440  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 FC0440
 FC0440  VERT ORDER  -  FIRST     CLASS I
 FC0440
 FC0440.The horizontal coordinates were scaled from a topographic map and have
 FC0440.an estimated accuracy of +/- 6 seconds.
 FC0440
 FC0440.The orthometric height was determined by differential leveling
 FC0440.and adjusted by the National Geodetic Survey in June 1991..
 FC0440.WARNING-Repeat measurements at this control monument indicate possible
 FC0440.vertical movement.
 FC0440
 FC0440.The geoid height was determined by GEOID03.
 FC0440
 FC0440.The dynamic height is computed by dividing the NAVD 88
 FC0440.geopotential number by the normal gravity value computed on the
 FC0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0440.degrees latitude (g = 980.6199 gals.).
 FC0440
 FC0440.The modeled gravity was interpolated from observed gravity values.
 FC0440
 FC0440;                    North         East    Units  Estimated Accuracy
 FC0440;SPC TN       -    78,420.      697,920.      MT  (+/- 180 meters Scaled)
 FC0440
 FC0440                          SUPERSEDED SURVEY CONTROL
 FC0440
 FC0440  NGVD 29 (??/??/92)  269.604  (m)          884.53   (f) ADJ UNCH    1 1
 FC0440
 FC0440.Superseded values are not recommended for survey control.
 FC0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0440.See file dsdata.txt to determine how the superseded data were derived.
 FC0440
 FC0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD891789(NAD 83)
 FC0440_MARKER: DB = BENCH MARK DISK
 FC0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0440_STAMPING: K 131 1936
 FC0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0440+STABILITY: SURFACE MOTION
 FC0440
 FC0440  HISTORY     - Date     Condition        Report By
 FC0440  HISTORY     - 1936     MONUMENTED       CGS
 FC0440  HISTORY     - 1968     POOR             NGS
 FC0440
 FC0440                          STATION DESCRIPTION
 FC0440
 FC0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0440'8.8 MI SW FROM CLEVELAND.
 FC0440'ABOUT 8.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0440'STATION AT CLEVELAND, ON THE EAST BANK OF A DEEP DITCH, IN THE
 FC0440'SOUTHWEST CORNER OF A PASTURE, 35 FEET NORTHEAST OF THE CENTER
 FC0440'OF A PRIVATE ROAD CROSSING, 20.6 FEET EAST OF THE EAST RAIL, 16
 FC0440'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 FC0440'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2.3 FEET
 FC0440'ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK LEANING SLIGHTLY TO
 FC0440'THE SOUTHWEST BUT IS SOLID.  LEVELING INDICATES THAT THE MARK IS
 FC0440'ABOUT 8 1/2 DECIMETERS HIGHER THAN PUBLISHED ELEVATION.  MARK
 FC0440'PROBABLY HAS BEEN RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2253 ***********************************************************************
 GA2253  DESIGNATION -  K 132
 GA2253  PID         -  GA2253
 GA2253  STATE/COUNTY-  TN/CLAIBORNE
 GA2253  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2253
 GA2253                         *CURRENT SURVEY CONTROL
 GA2253  ___________________________________________________________________
 GA2253* NAD 83(1986)-  36 22 17.     (N)    083 38 21.     (W)     SCALED    
 GA2253* NAVD 88     -       352.380  (meters)    1156.10   (feet)  ADJUSTED  
 GA2253  ___________________________________________________________________
 GA2253  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2253  DYNAMIC HT  -         352.063 (meters)    1155.06  (feet)  COMP
 GA2253  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 GA2253
 GA2253  VERT ORDER  -  SECOND    CLASS 0
 GA2253
 GA2253.The horizontal coordinates were scaled from a topographic map and have
 GA2253.an estimated accuracy of +/- 6 seconds.
 GA2253
 GA2253.The orthometric height was determined by differential leveling
 GA2253.and adjusted by the National Geodetic Survey in June 1991..
 GA2253
 GA2253.The geoid height was determined by GEOID03.
 GA2253
 GA2253.The dynamic height is computed by dividing the NAVD 88
 GA2253.geopotential number by the normal gravity value computed on the
 GA2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2253.degrees latitude (g = 980.6199 gals.).
 GA2253
 GA2253.The modeled gravity was interpolated from observed gravity values.
 GA2253
 GA2253;                    North         East    Units  Estimated Accuracy
 GA2253;SPC TN       -   228,680.      811,840.      MT  (+/- 180 meters Scaled)
 GA2253
 GA2253                          SUPERSEDED SURVEY CONTROL
 GA2253
 GA2253  NGVD 29 (??/??/92)  352.461  (m)         1156.37   (f) ADJ UNCH    2 0
 GA2253
 GA2253.Superseded values are not recommended for survey control.
 GA2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2253.See file dsdata.txt to determine how the superseded data were derived.
 GA2253
 GA2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA632283(NAD 83)
 GA2253_MARKER: DB = BENCH MARK DISK
 GA2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2253_STAMPING: K 132 1936
 GA2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2253+STABILITY: SURFACE MOTION
 GA2253
 GA2253  HISTORY     - Date     Condition        Report By
 GA2253  HISTORY     - 1936     MONUMENTED       CGS
 GA2253  HISTORY     - 1950     GOOD             NGS
 GA2253
 GA2253                          STATION DESCRIPTION
 GA2253
 GA2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2253'4.1 MI W FROM LONE MOUNTAIN.
 GA2253'4.1 MILES WEST ALONG LONE MOUNTAIN PIKE FROM THE SOUTHERN
 GA2253'RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY, OPPOSITE
 GA2253'POLE 2887, OPPOSITE A HOUSE, 50 FEET WEST OF THE CENTERLINE
 GA2253'OF THE ROAD, 22 FEET SOUTH OF THE CENTERLINE OF A LANE LEADING
 GA2253'TO A HOUSE, AND 12 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 GA2253'STAMPED K 132 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2014 ***********************************************************************
 FB2014  DESIGNATION -  K 132
 FB2014  PID         -  FB2014
 FB2014  STATE/COUNTY-  TN/BLOUNT
 FB2014  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2014
 FB2014                         *CURRENT SURVEY CONTROL
 FB2014  ___________________________________________________________________
 FB2014* NAD 83(1986)-  35 39 35.     (N)    083 57 40.     (W)     SCALED    
 FB2014* NAVD 88     -       299.86   (+/-2cm)     983.8    (feet)  VERTCON   
 FB2014  ___________________________________________________________________
 FB2014  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB2014
 FB2014  VERT ORDER  -  ? (See Below)
 FB2014
 FB2014.The horizontal coordinates were scaled from a topographic map and have
 FB2014.an estimated accuracy of +/- 6 seconds.
 FB2014
 FB2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2014.The vertical order pertains to the NGVD 29 superseded value.
 FB2014
 FB2014.The geoid height was determined by GEOID03.
 FB2014
 FB2014;                    North         East    Units  Estimated Accuracy
 FB2014;SPC TN       -   149,080.      784,600.      MT  (+/- 180 meters Scaled)
 FB2014
 FB2014                          SUPERSEDED SURVEY CONTROL
 FB2014
 FB2014  NGVD 29 (??/??/92)  299.963  (m)          984.13   (f) ADJ UNCH    ?  
 FB2014
 FB2014.Superseded values are not recommended for survey control.
 FB2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2014.See file dsdata.txt to determine how the superseded data were derived.
 FB2014
 FB2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319502(NAD 83)
 FB2014_MARKER: DB = BENCH MARK DISK
 FB2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2014_STAMPING: K 132 1935
 FB2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2014+STABILITY: SURFACE MOTION
 FB2014
 FB2014  HISTORY     - Date     Condition        Report By
 FB2014  HISTORY     - 1935     MONUMENTED       CGS
 FB2014  HISTORY     - 1962     MARK NOT FOUND   NGS
 FB2014
 FB2014                          STATION DESCRIPTION
 FB2014
 FB2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2014'6.7 MI S FROM MARYVILLE.
 FB2014'6.7 MILES SOUTH (AIR LINE) FROM MARYVILLE, AT SIXMILE, 150 FEET
 FB2014'SOUTHWEST OF THE INTERSECTION OF OLD PINEY ROAD AND A
 FB2014'NORTH-AND-SOUTH ROAD, AT THE SIX-MILE BAPTIST CHURCH, 49.2 FEET
 FB2014'SOUTHEAST OF THE SOUTHWEST CORNER, 30 FEET EAST OF THE CHURCH
 FB2014'ENTRANCE, 85.5 FEET NORTHWEST OF A 24-INCH SWEET-GUM TREE, 38.2
 FB2014'FEET SOUTH OF A 16-INCH SWEET-GUM TREE, 20 FEET EAST OF A ROAD
 FB2014'LEADING AROUND THE CHURCH, AND 15 FEET WEST OF SIXMILE CREEK.
 FB2014'A STANDARD DISK, STAMPED K 132 1935 AND SET IN THE TOP OF A
 FB2014'CONCRETE POST.
 FB2014
 FB2014                          STATION RECOVERY (1962)
 FB2014
 FB2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FB2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0147 ***********************************************************************
 FC0147  DESIGNATION -  K 133
 FC0147  PID         -  FC0147
 FC0147  STATE/COUNTY-  TN/ROANE
 FC0147  USGS QUAD   -  CAVE CREEK (1989)
 FC0147
 FC0147                         *CURRENT SURVEY CONTROL
 FC0147  ___________________________________________________________________
 FC0147* NAD 83(1986)-  35 51 20.     (N)    084 27 53.     (W)     SCALED    
 FC0147* NAVD 88     -       282.648  (meters)     927.32   (feet)  ADJUSTED  
 FC0147  ___________________________________________________________________
 FC0147  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0147  DYNAMIC HT  -         282.384 (meters)     926.45  (feet)  COMP
 FC0147  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FC0147
 FC0147  VERT ORDER  -  SECOND    CLASS 0
 FC0147
 FC0147.The horizontal coordinates were scaled from a topographic map and have
 FC0147.an estimated accuracy of +/- 6 seconds.
 FC0147
 FC0147.The orthometric height was determined by differential leveling
 FC0147.and adjusted by the National Geodetic Survey in June 1991..
 FC0147
 FC0147.The geoid height was determined by GEOID03.
 FC0147
 FC0147.The dynamic height is computed by dividing the NAVD 88
 FC0147.geopotential number by the normal gravity value computed on the
 FC0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0147.degrees latitude (g = 980.6199 gals.).
 FC0147
 FC0147.The modeled gravity was interpolated from observed gravity values.
 FC0147
 FC0147;                    North         East    Units  Estimated Accuracy
 FC0147;SPC TN       -   169,980.      738,670.      MT  (+/- 180 meters Scaled)
 FC0147
 FC0147                          SUPERSEDED SURVEY CONTROL
 FC0147
 FC0147  NGVD 29 (??/??/92)  282.757  (m)          927.68   (f) ADJ UNCH    2 0
 FC0147
 FC0147.Superseded values are not recommended for survey control.
 FC0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0147.See file dsdata.txt to determine how the superseded data were derived.
 FC0147
 FC0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE289708(NAD 83)
 FC0147_MARKER: DD = SURVEY DISK
 FC0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0147_STAMPING: K 133 1936
 FC0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0147+STABILITY: SURFACE MOTION
 FC0147
 FC0147  HISTORY     - Date     Condition        Report By
 FC0147  HISTORY     - 1936     MONUMENTED       TVA
 FC0147
 FC0147                          STATION DESCRIPTION
 FC0147
 FC0147'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 FC0147'3.4 MI E FROM KINGSTON.
 FC0147'3.4 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COUNTY COURTHOUSE
 FC0147'AT KINGSTON, ROANE COUNTY, 2.5 MILES WEST OF THE JUNCTION OF
 FC0147'BRADBERRY ROAD, 1.2 MILES EAST OF A STORE, AT THE JUNCTION OF
 FC0147'A ROAD LEADING SOUTH, AT THE GENERAL STORE, 5 YARDS EAST OF
 FC0147'THE EAST END OF A HOUSE, 27 YARDS SOUTH OF THE CENTERLINE OF
 FC0147'THE HIGHWAY, AND 4 FEET EAST OF A SMALL TREE.  A TENNESSEE VALLEY
 FC0147'AUTHORITY STANDARD DISK, STAMPED K 133 1936 AND SET IN THE TOP
 FC0147'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0703 ***********************************************************************
 GD0703  DESIGNATION -  K 134
 GD0703  PID         -  GD0703
 GD0703  STATE/COUNTY-  TN/LAKE
 GD0703  USGS QUAD   -  SAMBURG (1981)
 GD0703
 GD0703                         *CURRENT SURVEY CONTROL
 GD0703  ___________________________________________________________________
 GD0703* NAD 83(1986)-  36 29 30.     (N)    089 22 01.     (W)     SCALED    
 GD0703* NAVD 88     -        89.534  (meters)     293.75   (feet)  ADJUSTED  
 GD0703  ___________________________________________________________________
 GD0703  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0703  DYNAMIC HT  -          89.463 (meters)     293.51  (feet)  COMP
 GD0703  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 GD0703
 GD0703  VERT ORDER  -  FIRST     CLASS I
 GD0703
 GD0703.The horizontal coordinates were scaled from a topographic map and have
 GD0703.an estimated accuracy of +/- 6 seconds.
 GD0703
 GD0703.The orthometric height was determined by differential leveling
 GD0703.and adjusted by the National Geodetic Survey in June 1991..
 GD0703.WARNING-Repeat measurements at this control monument indicate possible
 GD0703.vertical movement.
 GD0703
 GD0703.The geoid height was determined by GEOID03.
 GD0703
 GD0703.The dynamic height is computed by dividing the NAVD 88
 GD0703.geopotential number by the normal gravity value computed on the
 GD0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0703.degrees latitude (g = 980.6199 gals.).
 GD0703
 GD0703.The modeled gravity was interpolated from observed gravity values.
 GD0703
 GD0703;                    North         East    Units  Estimated Accuracy
 GD0703;SPC TN       -   244,660.      298,380.      MT  (+/- 180 meters Scaled)
 GD0703
 GD0703                          SUPERSEDED SURVEY CONTROL
 GD0703
 GD0703  NGVD 29 (??/??/??)   89.468  (m)          293.53   (f) ADJUSTED    1 1
 GD0703
 GD0703.Superseded values are not recommended for survey control.
 GD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0703.See file dsdata.txt to determine how the superseded data were derived.
 GD0703
 GD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF879410(NAD 83)
 GD0703_MARKER: DB = BENCH MARK DISK
 GD0703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GD0703_SP_SET: CULVERT
 GD0703_STAMPING: K 134 1957
 GD0703_MARK LOGO: CGS   
 GD0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0703+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0703
 GD0703  HISTORY     - Date     Condition        Report By
 GD0703  HISTORY     - 1957     MONUMENTED       CGS
 GD0703  HISTORY     - 1974     GOOD             NGS
 GD0703  HISTORY     - 20000118 GOOD             USE
 GD0703  HISTORY     - 20020730 GOOD             USACE
 GD0703
 GD0703                          STATION DESCRIPTION
 GD0703
 GD0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0703'2.9 MI NE FROM MARKHAM.
 GD0703'ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 GD0703'WITH A BLACKTOP ROAD AT NEW MARKHAM, ABOUT 0.90 MILE SOUTHWEST OF THE
 GD0703'KENTUCKY AND TENNESSEE STATE LINE, ABOUT 0.80 MILE NORTHEAST OF A
 GD0703'BLACKTOP ROAD CROSSING THE TRACKS IN THE SMALL COMMUNITY OF PHILLIPPY,
 GD0703'0.10 MILE NORTHEAST OF THE JUNCTION OF A BLACKTOP ROAD LEADING EAST,
 GD0703'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL
 GD0703'OF A BOX CULVERT WITH WINGWALLS, 16.3 FEET SOUTHEAST OF THE CENTER
 GD0703'LINE OF STATE HIGHWAY 78, 30.6 FEET SOUTHWEST OF A POWER POLE, 5.8
 GD0703'FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE HIGHWAY.
 GD0703
 GD0703                          STATION RECOVERY (2000)
 GD0703
 GD0703'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD0703'FOUND AS DESCRIBED.
 GD0703
 GD0703                          STATION RECOVERY (2002)
 GD0703
 GD0703'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0815 ***********************************************************************
 GD0815  DESIGNATION -  K 135
 GD0815  PID         -  GD0815
 GD0815  STATE/COUNTY-  TN/DYER
 GD0815  USGS QUAD   -  DYERSBURG (1983)
 GD0815
 GD0815                         *CURRENT SURVEY CONTROL
 GD0815  ___________________________________________________________________
 GD0815* NAD 83(1986)-  36 02 01.     (N)    089 23 10.     (W)     SCALED    
 GD0815* NAVD 88     -        94.993  (meters)     311.66   (feet)  ADJUSTED  
 GD0815  ___________________________________________________________________
 GD0815  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0815  DYNAMIC HT  -          94.913 (meters)     311.39  (feet)  COMP
 GD0815  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GD0815
 GD0815  VERT ORDER  -  FIRST     CLASS I
 GD0815
 GD0815.The horizontal coordinates were scaled from a topographic map and have
 GD0815.an estimated accuracy of +/- 6 seconds.
 GD0815
 GD0815.The orthometric height was determined by differential leveling
 GD0815.and adjusted by the National Geodetic Survey in June 1991..
 GD0815.WARNING-Repeat measurements at this control monument indicate possible
 GD0815.vertical movement.
 GD0815
 GD0815.The geoid height was determined by GEOID03.
 GD0815
 GD0815.The dynamic height is computed by dividing the NAVD 88
 GD0815.geopotential number by the normal gravity value computed on the
 GD0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0815.degrees latitude (g = 980.6199 gals.).
 GD0815
 GD0815.The modeled gravity was interpolated from observed gravity values.
 GD0815
 GD0815;                    North         East    Units  Estimated Accuracy
 GD0815;SPC TN       -   193,920.      294,900.      MT  (+/- 180 meters Scaled)
 GD0815
 GD0815                          SUPERSEDED SURVEY CONTROL
 GD0815
 GD0815  NGVD 29 (??/??/??)   94.922  (m)          311.42   (f) ADJUSTED    1 1
 GD0815
 GD0815.Superseded values are not recommended for survey control.
 GD0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0815.See file dsdata.txt to determine how the superseded data were derived.
 GD0815
 GD0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE850903(NAD 83)
 GD0815_MARKER: DB = BENCH MARK DISK
 GD0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0815_SP_SET: BUILDING
 GD0815_STAMPING: K 135 1957
 GD0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0815+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0815
 GD0815  HISTORY     - Date     Condition        Report By
 GD0815  HISTORY     - 1957     MONUMENTED       CGS
 GD0815  HISTORY     - 1974     GOOD             NGS
 GD0815  HISTORY     - 20020730 GOOD             USACE
 GD0815
 GD0815                          STATION DESCRIPTION
 GD0815
 GD0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0815'AT DYERSBURG.
 GD0815'AT DYERSBURG, IN NORTHEAST QUARTER OF WEST MASONIC STREET AND
 GD0815'NORTH MILL AVENUE, AT THE POST OFFICE, SET VERTICALLY IN THE
 GD0815'NORTH FACE AT THE NORTHEAST CORNER OF BUILDING, 1.2 FEET WEST
 GD0815'OF NORTHEAST CORNER AND 4 FEET ABOVE GROUND.
 GD0815
 GD0815                          STATION RECOVERY (1974)
 GD0815
 GD0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0815'AT DYERSBURG, SET VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER
 GD0815'OF THE MCIVERS GRANT PUBLIC LIBRARY (OLD POST OFFICE) IN THE REAR OF
 GD0815'THE BUILDING, 104.6 FEET EAST OF THE NORTH MILL AVENUE, 1.2 FEET WEST
 GD0815'OF THE NORTHEAST CORNER OF BUILDING AND 4.9 FEET ABOVE GROUND.
 GD0815
 GD0815                          STATION RECOVERY (2002)
 GD0815
 GD0815'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0803 ***********************************************************************
 FE0803  DESIGNATION -  K 14
 FE0803  PID         -  FE0803
 FE0803  STATE/COUNTY-  TN/GIBSON
 FE0803  USGS QUAD   -  TRENTON (1981)
 FE0803
 FE0803                         *CURRENT SURVEY CONTROL
 FE0803  ___________________________________________________________________
 FE0803* NAD 83(1986)-  35 52 40.     (N)    088 55 47.     (W)     SCALED    
 FE0803* NAVD 88     -       115.359  (meters)     378.47   (feet)  ADJUSTED  
 FE0803  ___________________________________________________________________
 FE0803  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0803  DYNAMIC HT  -         115.260 (meters)     378.15  (feet)  COMP
 FE0803  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 FE0803
 FE0803  VERT ORDER  -  SECOND    CLASS 0
 FE0803
 FE0803.The horizontal coordinates were scaled from a topographic map and have
 FE0803.an estimated accuracy of +/- 6 seconds.
 FE0803
 FE0803.The orthometric height was determined by differential leveling
 FE0803.and adjusted by the National Geodetic Survey in June 1991..
 FE0803
 FE0803.The geoid height was determined by GEOID03.
 FE0803
 FE0803.The dynamic height is computed by dividing the NAVD 88
 FE0803.geopotential number by the normal gravity value computed on the
 FE0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0803.degrees latitude (g = 980.6199 gals.).
 FE0803
 FE0803.The modeled gravity was interpolated from observed gravity values.
 FE0803
 FE0803;                    North         East    Units  Estimated Accuracy
 FE0803;SPC TN       -   175,310.      335,490.      MT  (+/- 180 meters Scaled)
 FE0803
 FE0803                          SUPERSEDED SURVEY CONTROL
 FE0803
 FE0803  NGVD 29 (??/??/??)  115.399  (m)          378.60   (f) ADJUSTED    2 0
 FE0803
 FE0803.Superseded values are not recommended for survey control.
 FE0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0803.See file dsdata.txt to determine how the superseded data were derived.
 FE0803
 FE0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE258721(NAD 83)
 FE0803_MARKER: DB = BENCH MARK DISK
 FE0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0803_STAMPING: K 14 1935
 FE0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0803+STABILITY: SURFACE MOTION
 FE0803
 FE0803  HISTORY     - Date     Condition        Report By
 FE0803  HISTORY     - 1935     MONUMENTED       CGS
 FE0803  HISTORY     - 1951     MARK NOT FOUND   CGS
 FE0803  HISTORY     - 1968     GOOD             DOD
 FE0803
 FE0803                          STATION DESCRIPTION
 FE0803
 FE0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FE0803'1.1 MI S FROM FRUITLAND.
 FE0803'1.1 MILES SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 FE0803'STATION AT FRUITLAND, GIBSON COUNTY, 7 RAILS NORTH OF MILEPOST
 FE0803'407, AT A FIELD ROAD CROSSING, 50 FEET WEST OF THE CENTERLINE
 FE0803'OF THE TRACK, AND 27 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 FE0803'A STANDARD DISK, STAMPED K 14 1935 AND SET IN THE TOP OF A
 FE0803'CONCRETE POST.
 FE0803
 FE0803                          STATION RECOVERY (1968)
 FE0803
 FE0803'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 FE0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0833 ***********************************************************************
 FC0833  DESIGNATION -  K 15
 FC0833  PID         -  FC0833
 FC0833  STATE/COUNTY-  TN/MEIGS
 FC0833  USGS QUAD   -  DECATUR (1973)
 FC0833
 FC0833                         *CURRENT SURVEY CONTROL
 FC0833  ___________________________________________________________________
 FC0833* NAD 83(1986)-  35 30 54.     (N)    084 47 24.     (W)     SCALED    
 FC0833* NAVD 88     -       240.262  (meters)     788.26   (feet)  ADJUSTED  
 FC0833  ___________________________________________________________________
 FC0833  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0833  DYNAMIC HT  -         240.030 (meters)     787.50  (feet)  COMP
 FC0833  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 FC0833
 FC0833  VERT ORDER  -  SECOND    CLASS 0
 FC0833
 FC0833.The horizontal coordinates were scaled from a topographic map and have
 FC0833.an estimated accuracy of +/- 6 seconds.
 FC0833
 FC0833.The orthometric height was determined by differential leveling
 FC0833.and adjusted by the National Geodetic Survey in June 1991..
 FC0833
 FC0833.The geoid height was determined by GEOID03.
 FC0833
 FC0833.The dynamic height is computed by dividing the NAVD 88
 FC0833.geopotential number by the normal gravity value computed on the
 FC0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0833.degrees latitude (g = 980.6199 gals.).
 FC0833
 FC0833.The modeled gravity was interpolated from observed gravity values.
 FC0833
 FC0833;                    North         East    Units  Estimated Accuracy
 FC0833;SPC TN       -   131,780.      709,760.      MT  (+/- 180 meters Scaled)
 FC0833
 FC0833                          SUPERSEDED SURVEY CONTROL
 FC0833
 FC0833  NGVD 29 (??/??/92)  240.333  (m)          788.49   (f) ADJ UNCH    2 0
 FC0833
 FC0833.Superseded values are not recommended for survey control.
 FC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0833.See file dsdata.txt to determine how the superseded data were derived.
 FC0833
 FC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE004324(NAD 83)
 FC0833_MARKER: DB = BENCH MARK DISK
 FC0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0833_SP_SET: BUILDING
 FC0833_STAMPING: K 15 1933
 FC0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0833
 FC0833  HISTORY     - Date     Condition        Report By
 FC0833  HISTORY     - 1933     MONUMENTED       CGS
 FC0833  HISTORY     - 1949     GOOD             NGS
 FC0833
 FC0833                          STATION DESCRIPTION
 FC0833
 FC0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0833'AT DECATUR.
 FC0833'AT DECATUR, MEIGS COUNTY, ON STATE HIGHWAY 30, IN THE SOUTH FACE
 FC0833'OF THE COUNTY COURTHOUSE, 2 FEET EAST OF THE SOUTHWEST CORNER
 FC0833'OF THE BUILDING, AND 4 FEET ABOVE GROUND.  A STANDARD DISK,
 FC0833'STAMPED K 15 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1781 ***********************************************************************
 FE1781  DESIGNATION -  K 151
 FE1781  PID         -  FE1781
 FE1781  STATE/COUNTY-  TN/LAUDERDALE
 FE1781  USGS QUAD   -  GOLDDUST (1983)
 FE1781
 FE1781                         *CURRENT SURVEY CONTROL
 FE1781  ___________________________________________________________________
 FE1781* NAD 83(1986)-  35 44 26.     (N)    089 49 22.     (W)     SCALED    
 FE1781* NAVD 88     -        76.986  (meters)     252.58   (feet)  ADJUSTED  
 FE1781  ___________________________________________________________________
 FE1781  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE1781  DYNAMIC HT  -          76.921 (meters)     252.37  (feet)  COMP
 FE1781  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 FE1781
 FE1781  VERT ORDER  -  SECOND    CLASS 0
 FE1781
 FE1781.The horizontal coordinates were scaled from a topographic map and have
 FE1781.an estimated accuracy of +/- 6 seconds.
 FE1781
 FE1781.The orthometric height was determined by differential leveling
 FE1781.and adjusted by the National Geodetic Survey in June 1991..
 FE1781
 FE1781.The geoid height was determined by GEOID03.
 FE1781
 FE1781.The dynamic height is computed by dividing the NAVD 88
 FE1781.geopotential number by the normal gravity value computed on the
 FE1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1781.degrees latitude (g = 980.6199 gals.).
 FE1781
 FE1781.The modeled gravity was interpolated from observed gravity values.
 FE1781
 FE1781;                    North         East    Units  Estimated Accuracy
 FE1781;SPC TN       -   162,880.      254,300.      MT  (+/- 180 meters Scaled)
 FE1781
 FE1781                          SUPERSEDED SURVEY CONTROL
 FE1781
 FE1781  NGVD 29 (??/??/??)   76.980  (m)          252.56   (f) ADJUSTED    2 0
 FE1781
 FE1781.Superseded values are not recommended for survey control.
 FE1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1781.See file dsdata.txt to determine how the superseded data were derived.
 FE1781
 FE1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE447588(NAD 83)
 FE1781_MARKER: DB = BENCH MARK DISK
 FE1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1781_STAMPING: K 151 1943
 FE1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1781+STABILITY: SURFACE MOTION
 FE1781
 FE1781  HISTORY     - Date     Condition        Report By
 FE1781  HISTORY     - 1943     MONUMENTED       CGS
 FE1781  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1781
 FE1781                          STATION DESCRIPTION
 FE1781
 FE1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1781'2.8 MI SW FROM GOLDDUST.
 FE1781'0.6 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT GOLDDUST,
 FE1781'LAUDERDALE COUNTY, THENCE 2.1 MILES NORTHEAST ALONG A ROAD, 2.8
 FE1781'MILES SOUTHWEST OF THE POST OFFICE AT ASHPORT, ON THE HIGHEST
 FE1781'POINT OF A KNOLL SOUTH OF THE ROAD, 90 FEET WEST OF THE WEST
 FE1781'BANK OF A SMALL SLOUGH, 24.5 FEET SOUTH OF THE CENTERLINE OF THE
 FE1781'ROAD, 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2.4 FEET EAST OF A
 FE1781'WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 FE1781'ROAD.  A STANDARD DISK, STAMPED K 151 1943 AND SET IN THE TOP
 FE1781'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 FE1781
 FE1781                          STATION RECOVERY (2002)
 FE1781
 FE1781'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0585 ***********************************************************************
 FE0585  DESIGNATION -  K 155
 FE0585  PID         -  FE0585
 FE0585  STATE/COUNTY-  TN/HARDEMAN
 FE0585  USGS QUAD   -  MIDDLETON (1980)
 FE0585
 FE0585                         *CURRENT SURVEY CONTROL
 FE0585  ___________________________________________________________________
 FE0585* NAD 83(1986)-  35 02 30.     (N)    088 53 36.     (W)     SCALED    
 FE0585* NAVD 88     -       129.269  (meters)     424.11   (feet)  ADJUSTED  
 FE0585  ___________________________________________________________________
 FE0585  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0585  DYNAMIC HT  -         129.146 (meters)     423.71  (feet)  COMP
 FE0585  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 FE0585
 FE0585  VERT ORDER  -  FIRST     CLASS II
 FE0585
 FE0585.The horizontal coordinates were scaled from a topographic map and have
 FE0585.an estimated accuracy of +/- 6 seconds.
 FE0585
 FE0585.The orthometric height was determined by differential leveling
 FE0585.and adjusted by the National Geodetic Survey in June 1991..
 FE0585
 FE0585.The geoid height was determined by GEOID03.
 FE0585
 FE0585.The dynamic height is computed by dividing the NAVD 88
 FE0585.geopotential number by the normal gravity value computed on the
 FE0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0585.degrees latitude (g = 980.6199 gals.).
 FE0585
 FE0585.The modeled gravity was interpolated from observed gravity values.
 FE0585
 FE0585;                    North         East    Units  Estimated Accuracy
 FE0585;SPC TN       -    82,490.      336,030.      MT  (+/- 180 meters Scaled)
 FE0585
 FE0585                          SUPERSEDED SURVEY CONTROL
 FE0585
 FE0585  NGVD 29 (??/??/??)  129.240  (m)          424.01   (f) ADJUSTED    1 2
 FE0585
 FE0585.Superseded values are not recommended for survey control.
 FE0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0585.See file dsdata.txt to determine how the superseded data were derived.
 FE0585
 FE0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD273793(NAD 83)
 FE0585_MARKER: DB = BENCH MARK DISK
 FE0585_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FE0585+WITH SETTING: PAVEMENT
 FE0585_STAMPING: K 155 1944
 FE0585_MARK LOGO: CGS   
 FE0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0585+STABILITY: SURFACE MOTION
 FE0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0585+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 FE0585
 FE0585  HISTORY     - Date     Condition        Report By
 FE0585  HISTORY     - 1944     MONUMENTED       CGS
 FE0585  HISTORY     - 1974     GOOD             TVA
 FE0585  HISTORY     - 1983     GOOD             NGS
 FE0585  HISTORY     - 20020919 GOOD             USACE
 FE0585
 FE0585                          STATION DESCRIPTION
 FE0585
 FE0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0585'1.5 MI S FROM MIDDLETON.
 FE0585'1.5 MILES SOUTH ALONG THE GULF, MOBILE AND NORTHERN RAILROAD
 FE0585'FROM THE STATION AT MIDDLETON, HARDEMAN COUNTY, AT THE CROSSING
 FE0585'OF STATE HIGHWAY 57, 20 FEET SOUTH OF THE CENTERLINE OF THE
 FE0585'HIGHWAY, 14 FEET WEST OF THE CENTERLINE OF THE TRACK, AND IN THE
 FE0585'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE HIGHWAY
 FE0585'WARNING-AND-STOP SIGN.  A STANDARD DISK, STAMPED K 155 1944.
 FE0585
 FE0585                          STATION RECOVERY (1974)
 FE0585
 FE0585'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FE0585'RECOVERED IN GOOD CONDITION.
 FE0585
 FE0585                          STATION RECOVERY (1983)
 FE0585
 FE0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0585'RECOVERED IN GOOD CONDITION.  NOTE, ALSO AT THE JUNCTION OF STATE
 FE0585'HIGHWAY 57 AND STATE ROUTE 125 AT THE CROSSING OF THE ILLINOIS CENTRAL
 FE0585'GULF RAILROAD, JUST SOUTH OF MIDDLETON.
 FE0585
 FE0585                          STATION RECOVERY (2002)
 FE0585
 FE0585'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0999 ***********************************************************************
 FE0999  DESIGNATION -  K 156
 FE0999  PID         -  FE0999
 FE0999  STATE/COUNTY-  TN/HARDEMAN
 FE0999  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0999
 FE0999                         *CURRENT SURVEY CONTROL
 FE0999  ___________________________________________________________________
 FE0999* NAD 83(1986)-  35 02 53.     (N)    089 09 13.     (W)     SCALED    
 FE0999* NAVD 88     -       169.851  (meters)     557.25   (feet)  ADJUSTED  
 FE0999  ___________________________________________________________________
 FE0999  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 FE0999  DYNAMIC HT  -         169.690 (meters)     556.72  (feet)  COMP
 FE0999  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 FE0999
 FE0999  VERT ORDER  -  FIRST     CLASS II
 FE0999
 FE0999.The horizontal coordinates were scaled from a topographic map and have
 FE0999.an estimated accuracy of +/- 6 seconds.
 FE0999
 FE0999.The orthometric height was determined by differential leveling
 FE0999.and adjusted by the National Geodetic Survey in June 1991..
 FE0999
 FE0999.The geoid height was determined by GEOID03.
 FE0999
 FE0999.The dynamic height is computed by dividing the NAVD 88
 FE0999.geopotential number by the normal gravity value computed on the
 FE0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0999.degrees latitude (g = 980.6199 gals.).
 FE0999
 FE0999.The modeled gravity was interpolated from observed gravity values.
 FE0999
 FE0999;                    North         East    Units  Estimated Accuracy
 FE0999;SPC TN       -    83,940.      312,320.      MT  (+/- 180 meters Scaled)
 FE0999
 FE0999                          SUPERSEDED SURVEY CONTROL
 FE0999
 FE0999  NGVD 29 (??/??/??)  169.794  (m)          557.07   (f) ADJUSTED    1 2
 FE0999
 FE0999.Superseded values are not recommended for survey control.
 FE0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0999.See file dsdata.txt to determine how the superseded data were derived.
 FE0999
 FE0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD035804(NAD 83)
 FE0999_MARKER: DB = BENCH MARK DISK
 FE0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0999_STAMPING: K 156 1944
 FE0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0999+STABILITY: SURFACE MOTION
 FE0999
 FE0999  HISTORY     - Date     Condition        Report By
 FE0999  HISTORY     - 1944     MONUMENTED       CGS
 FE0999  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0999
 FE0999                          STATION DESCRIPTION
 FE0999
 FE0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0999'1.8 MI E FROM GRAND JUNCTION.
 FE0999'1.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0999'GRAND JUNCTION, HARDEMAN COUNTY, 240 FEET EAST OF MILEPOST 497,
 FE0999'38 FEET NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET EAST OF A
 FE0999'WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET HIGHER THAN THE
 FE0999'TRACK.  A STANDARD DISK, STAMPED K 156 1944 AND SET IN THE TOP
 FE0999'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE0999
 FE0999                          STATION RECOVERY (1983)
 FE0999
 FE0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0999'NOT SEARCHED FOR, LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1145 ***********************************************************************
 FE1145  DESIGNATION -  K 157
 FE1145  PID         -  FE1145
 FE1145  STATE/COUNTY-  TN/FAYETTE
 FE1145  USGS QUAD   -  ROSSVILLE (1981)
 FE1145
 FE1145                         *CURRENT SURVEY CONTROL
 FE1145  ___________________________________________________________________
 FE1145* NAD 83(1986)-  35 02 53.     (N)    089 36 19.     (W)     SCALED    
 FE1145* NAVD 88     -       101.317  (meters)     332.40   (feet)  ADJUSTED  
 FE1145  ___________________________________________________________________
 FE1145  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE1145  DYNAMIC HT  -         101.223 (meters)     332.10  (feet)  COMP
 FE1145  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 FE1145
 FE1145  VERT ORDER  -  FIRST     CLASS II
 FE1145
 FE1145.The horizontal coordinates were scaled from a topographic map and have
 FE1145.an estimated accuracy of +/- 6 seconds.
 FE1145
 FE1145.The orthometric height was determined by differential leveling
 FE1145.and adjusted by the National Geodetic Survey in June 1991..
 FE1145
 FE1145.The geoid height was determined by GEOID03.
 FE1145
 FE1145.The dynamic height is computed by dividing the NAVD 88
 FE1145.geopotential number by the normal gravity value computed on the
 FE1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1145.degrees latitude (g = 980.6199 gals.).
 FE1145
 FE1145.The modeled gravity was interpolated from observed gravity values.
 FE1145
 FE1145;                    North         East    Units  Estimated Accuracy
 FE1145;SPC TN       -    85,360.      271,130.      MT  (+/- 180 meters Scaled)
 FE1145
 FE1145                          SUPERSEDED SURVEY CONTROL
 FE1145
 FE1145  NGVD 29 (??/??/??)  101.262  (m)          332.22   (f) ADJUSTED    1 2
 FE1145
 FE1145.Superseded values are not recommended for survey control.
 FE1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1145.See file dsdata.txt to determine how the superseded data were derived.
 FE1145
 FE1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD623814(NAD 83)
 FE1145_MARKER: DB = BENCH MARK DISK
 FE1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1145_SP_SET: CULVERT
 FE1145_STAMPING: K 157 1944
 FE1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1145
 FE1145  HISTORY     - Date     Condition        Report By
 FE1145  HISTORY     - 1944     MONUMENTED       CGS
 FE1145  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1145
 FE1145                          STATION DESCRIPTION
 FE1145
 FE1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1145'3.5 MI W FROM ROSSVILLE.
 FE1145'3.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1145'ROSSVILLE, FAYETTE COUNTY, MIDWAY BETWEEN MILEPOSTS 524 AND 525,
 FE1145'AT A LARGE STONE-ARCH CULVERT, IN THE TOP OF THE CENTER STONE
 FE1145'OF THE SOUTH HEADWALL, 9.5 FEET SOUTH OF THE CENTERLINE OF THE
 FE1145'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 FE1145'STAMPED K 157 1944.  NOTE-- IT WAS REPORTED IN MAY 1944 THAT THIS
 FE1145'BENCH MARK IS LIKELY TO BE COVERED WITH LARGE STONES AND EARTH.
 FE1145
 FE1145                          STATION RECOVERY (1983)
 FE1145
 FE1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1145'NOT SEARCHED FOR, MAIN LEVEL LINE REROUTED ALONG STATE HIGHWAY 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0528 ***********************************************************************
 FE0528  DESIGNATION -  K 158
 FE0528  PID         -  FE0528
 FE0528  STATE/COUNTY-  TN/MCNAIRY
 FE0528  USGS QUAD   -  PURDY (1984)
 FE0528
 FE0528                         *CURRENT SURVEY CONTROL
 FE0528  ___________________________________________________________________
 FE0528* NAD 83(1986)-  35 12 34.     (N)    088 35 52.     (W)     SCALED    
 FE0528* NAVD 88     -       137.769  (meters)     452.00   (feet)  ADJUSTED  
 FE0528  ___________________________________________________________________
 FE0528  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE0528  DYNAMIC HT  -         137.642 (meters)     451.58  (feet)  COMP
 FE0528  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 FE0528
 FE0528  VERT ORDER  -  FIRST     CLASS II
 FE0528
 FE0528.The horizontal coordinates were scaled from a topographic map and have
 FE0528.an estimated accuracy of +/- 6 seconds.
 FE0528
 FE0528.The orthometric height was determined by differential leveling
 FE0528.and adjusted by the National Geodetic Survey in June 1991..
 FE0528
 FE0528.The geoid height was determined by GEOID03.
 FE0528
 FE0528.The dynamic height is computed by dividing the NAVD 88
 FE0528.geopotential number by the normal gravity value computed on the
 FE0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0528.degrees latitude (g = 980.6199 gals.).
 FE0528
 FE0528.The modeled gravity was interpolated from observed gravity values.
 FE0528
 FE0528;                    North         East    Units  Estimated Accuracy
 FE0528;SPC TN       -   100,340.      363,490.      MT  (+/- 180 meters Scaled)
 FE0528
 FE0528                          SUPERSEDED SURVEY CONTROL
 FE0528
 FE0528  NGVD 29 (??/??/??)  137.769  (m)          452.00   (f) ADJUSTED    1 2
 FE0528
 FE0528.Superseded values are not recommended for survey control.
 FE0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0528.See file dsdata.txt to determine how the superseded data were derived.
 FE0528
 FE0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD545974(NAD 83)
 FE0528_MARKER: DB = BENCH MARK DISK
 FE0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0528_SP_SET: CONCRETE BASE
 FE0528_STAMPING: K 158 1944
 FE0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0528
 FE0528  HISTORY     - Date     Condition        Report By
 FE0528  HISTORY     - 1944     MONUMENTED       CGS
 FE0528  HISTORY     - 1948     GOOD             CGS
 FE0528  HISTORY     - 1972     GOOD             TVA
 FE0528  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0528
 FE0528                          STATION DESCRIPTION
 FE0528
 FE0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0528'1.8 MI S FROM BETHEL SPRINGS.
 FE0528'ABOUT 1.75 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0528'FROM THE STATION AT BETHEL SPRINGS, ABOUT 0.2 MILE NORTHWEST OF
 FE0528'A FARM ROAD CROSSING, 7 RAILS SOUTHEAST OF TRESTLE NO. 351/07, 29
 FE0528'YARDS NORTHWEST OF MILE POST 351, SET IN THE TOP OF THE NORTH
 FE0528'CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL NO. 351/0, 9.5 FEET
 FE0528'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE TRACK.
 FE0528
 FE0528                          STATION RECOVERY (1972)
 FE0528
 FE0528'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0528'RECOVERED IN GOOD CONDITION.
 FE0528
 FE0528                          STATION RECOVERY (2002)
 FE0528
 FE0528'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0528'SUSPECTED DESTROYED, SIGNAL BASE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0489 ***********************************************************************
 FE0489  DESIGNATION -  K 159
 FE0489  PID         -  FE0489
 FE0489  STATE/COUNTY-  TN/CHESTER
 FE0489  USGS QUAD   -  HENDERSON (1983)
 FE0489
 FE0489                         *CURRENT SURVEY CONTROL
 FE0489  ___________________________________________________________________
 FE0489* NAD 83(1986)-  35 28 02.     (N)    088 40 23.     (W)     SCALED    
 FE0489* NAVD 88     -       118.728  (meters)     389.53   (feet)  ADJUSTED  
 FE0489  ___________________________________________________________________
 FE0489  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0489  DYNAMIC HT  -         118.620 (meters)     389.17  (feet)  COMP
 FE0489  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 FE0489
 FE0489  VERT ORDER  -  FIRST     CLASS II
 FE0489
 FE0489.The horizontal coordinates were scaled from a topographic map and have
 FE0489.an estimated accuracy of +/- 6 seconds.
 FE0489
 FE0489.The orthometric height was determined by differential leveling
 FE0489.and adjusted by the National Geodetic Survey in June 1991..
 FE0489
 FE0489.The geoid height was determined by GEOID03.
 FE0489
 FE0489.The dynamic height is computed by dividing the NAVD 88
 FE0489.geopotential number by the normal gravity value computed on the
 FE0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0489.degrees latitude (g = 980.6199 gals.).
 FE0489
 FE0489.The modeled gravity was interpolated from observed gravity values.
 FE0489
 FE0489;                    North         East    Units  Estimated Accuracy
 FE0489;SPC TN       -   129,120.      357,420.      MT  (+/- 180 meters Scaled)
 FE0489
 FE0489                          SUPERSEDED SURVEY CONTROL
 FE0489
 FE0489  NGVD 29 (??/??/??)  118.751  (m)          389.60   (f) ADJUSTED    1 2
 FE0489
 FE0489.Superseded values are not recommended for survey control.
 FE0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0489.See file dsdata.txt to determine how the superseded data were derived.
 FE0489
 FE0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE481261(NAD 83)
 FE0489_MARKER: DB = BENCH MARK DISK
 FE0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0489_SP_SET: CULVERT
 FE0489_STAMPING: K 159 1944
 FE0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0489
 FE0489  HISTORY     - Date     Condition        Report By
 FE0489  HISTORY     - 1944     MONUMENTED       CGS
 FE0489  HISTORY     - 1948     GOOD             CGS
 FE0489  HISTORY     - 1972     GOOD             TVA
 FE0489
 FE0489                          STATION DESCRIPTION
 FE0489
 FE0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0489'2.8 MI NW FROM HENDERSON.
 FE0489'ABOUT 2.85 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0489'RAILROAD FROM THE STATION AT HENDERSON, ABOUT 0.35 MILE SOUTHEAST
 FE0489'OF MILE POST 372, ABOUT 0.65 MILE NORTHWEST OF U.S. HIGHWAY 45
 FE0489'CITY ROUTE OVER THE RAILROAD, SET IN THE TOP OF THE SOUTHWEST
 FE0489'HEAD WALL AND OVER THE CENTER PARTITION OF A 16-FOOT CONCRETE
 FE0489'CULVERT, ABOUT 100 YARDS SOUTH OF A SIGNAL CONTROL BOX, 15
 FE0489'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK AND ABOUT 6.5
 FE0489'FEET BELOW THE TRACK.
 FE0489
 FE0489                          STATION RECOVERY (1972)
 FE0489
 FE0489'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0337 ***********************************************************************
 FC0337  DESIGNATION -  K 16
 FC0337  PID         -  FC0337
 FC0337  STATE/COUNTY-  TN/POLK
 FC0337  USGS QUAD   -  FARNER (1978)
 FC0337
 FC0337                         *CURRENT SURVEY CONTROL
 FC0337  ___________________________________________________________________
 FC0337* NAD 83(1986)-  35 10 22.     (N)    084 20 44.     (W)     SCALED    
 FC0337* NAVD 88     -       332.262  (meters)    1090.10   (feet)  ADJUSTED  
 FC0337  ___________________________________________________________________
 FC0337  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FC0337  DYNAMIC HT  -         331.924 (meters)    1088.99  (feet)  COMP
 FC0337  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 FC0337
 FC0337  VERT ORDER  -  SECOND    CLASS 0
 FC0337
 FC0337.The horizontal coordinates were scaled from a topographic map and have
 FC0337.an estimated accuracy of +/- 6 seconds.
 FC0337
 FC0337.The orthometric height was determined by differential leveling
 FC0337.and adjusted by the National Geodetic Survey in June 1991..
 FC0337
 FC0337.The geoid height was determined by GEOID03.
 FC0337
 FC0337.The dynamic height is computed by dividing the NAVD 88
 FC0337.geopotential number by the normal gravity value computed on the
 FC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0337.degrees latitude (g = 980.6199 gals.).
 FC0337
 FC0337.The modeled gravity was interpolated from observed gravity values.
 FC0337
 FC0337;                    North         East    Units  Estimated Accuracy
 FC0337;SPC TN       -    94,410.      750,710.      MT  (+/- 180 meters Scaled)
 FC0337
 FC0337                          SUPERSEDED SURVEY CONTROL
 FC0337
 FC0337  NGVD 29 (??/??/92)  332.306  (m)         1090.24   (f) ADJ UNCH    2 0
 FC0337
 FC0337.Superseded values are not recommended for survey control.
 FC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0337.See file dsdata.txt to determine how the superseded data were derived.
 FC0337
 FC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD417954(NAD 83)
 FC0337_MARKER: DB = BENCH MARK DISK
 FC0337_SETTING: 66 = SET IN ROCK OUTCROP
 FC0337_SP_SET: LEDGE
 FC0337_STAMPING: K 16 1933
 FC0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0337+STABILITY: POSITION/ELEVATION WELL
 FC0337
 FC0337  HISTORY     - Date     Condition        Report By
 FC0337  HISTORY     - 1933     MONUMENTED       CGS
 FC0337  HISTORY     - 1951     MARK NOT FOUND   NGS
 FC0337
 FC0337                          STATION DESCRIPTION
 FC0337
 FC0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0337'1.6 MI W FROM APALACHIA.
 FC0337'1.6 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0337'THE STATION AT APALACHIA, POLK COUNTY, 0.4 MILE WEST OF MILEPOST
 FC0337'L 359, BETWEEN THE TRACK AND HIWASSEE RIVER, 5.8 FEET NORTH OF
 FC0337'THE NORTH RAIL, AND IN THE TOP OF A STONE LEDGE, ABOUT 6 INCHES
 FC0337'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED K 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0704 ***********************************************************************
 FE0704  DESIGNATION -  K 160
 FE0704  PID         -  FE0704
 FE0704  STATE/COUNTY-  TN/MADISON
 FE0704  USGS QUAD   -  MEDINA (1981)
 FE0704
 FE0704                         *CURRENT SURVEY CONTROL
 FE0704  ___________________________________________________________________
 FE0704* NAD 83(1986)-  35 47 32.     (N)    088 46 59.     (W)     SCALED    
 FE0704* NAVD 88     -       142.347  (meters)     467.02   (feet)  ADJUSTED  
 FE0704  ___________________________________________________________________
 FE0704  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0704  DYNAMIC HT  -         142.223 (meters)     466.61  (feet)  COMP
 FE0704  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 FE0704
 FE0704  VERT ORDER  -  FIRST     CLASS II
 FE0704
 FE0704.The horizontal coordinates were scaled from a topographic map and have
 FE0704.an estimated accuracy of +/- 6 seconds.
 FE0704
 FE0704.The orthometric height was determined by differential leveling
 FE0704.and adjusted by the National Geodetic Survey in June 1991..
 FE0704
 FE0704.The geoid height was determined by GEOID03.
 FE0704
 FE0704.The dynamic height is computed by dividing the NAVD 88
 FE0704.geopotential number by the normal gravity value computed on the
 FE0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0704.degrees latitude (g = 980.6199 gals.).
 FE0704
 FE0704.The modeled gravity was interpolated from observed gravity values.
 FE0704
 FE0704;                    North         East    Units  Estimated Accuracy
 FE0704;SPC TN       -   165,440.      348,460.      MT  (+/- 180 meters Scaled)
 FE0704
 FE0704                          SUPERSEDED SURVEY CONTROL
 FE0704
 FE0704  NGVD 29 (??/??/??)  142.399  (m)          467.19   (f) ADJUSTED    1 2
 FE0704
 FE0704.Superseded values are not recommended for survey control.
 FE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0704.See file dsdata.txt to determine how the superseded data were derived.
 FE0704
 FE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE388623(NAD 83)
 FE0704_MARKER: DB = BENCH MARK DISK
 FE0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0704_STAMPING: K 160 1944
 FE0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0704+STABILITY: SURFACE MOTION
 FE0704
 FE0704  HISTORY     - Date     Condition        Report By
 FE0704  HISTORY     - 1944     MONUMENTED       CGS
 FE0704  HISTORY     - 1948     GOOD             CGS
 FE0704  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0704
 FE0704                          STATION DESCRIPTION
 FE0704
 FE0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0704'0.8 MI S FROM MEDINA.
 FE0704'ABOUT 0.8 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0704'THE STATION AT MEDINA, ABOUT 0.2 MILE NORTH OF MILE POST C 458,
 FE0704'ABOUT 40 YARDS SOUTH OF THE INTERSECTION OF A POWER TRANSMISSION
 FE0704'LINE, 32.5 FEET WEST OF THE WEST RAIL, 23 FEET NORTH OF THE
 FE0704'CENTER LINE OF A SMALL DIRT ROAD, 27.5 FEET SOUTH OF A TELEPHONE
 FE0704'POLE, 23 FEET NORTHEAST OF A GARDEN FENCE CORNER, 2 FEET SOUTH
 FE0704'OF A WHITE WOODEN WITNESS POST, 2.5 FEET ABOVE THE TRACK AND
 FE0704'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0704
 FE0704                          STATION RECOVERY (2002)
 FE0704
 FE0704'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0704'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0367 ***********************************************************************
 GD0367  DESIGNATION -  K 161
 GD0367  PID         -  GD0367
 GD0367  STATE/COUNTY-  TN/GIBSON
 GD0367  USGS QUAD   -  BRADFORD (1985)
 GD0367
 GD0367                         *CURRENT SURVEY CONTROL
 GD0367  ___________________________________________________________________
 GD0367* NAD 83(1986)-  36 06 08.     (N)    088 48 20.     (W)     SCALED    
 GD0367* NAVD 88     -       100.538  (meters)     329.85   (feet)  ADJUSTED  
 GD0367  ___________________________________________________________________
 GD0367  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0367  DYNAMIC HT  -         100.454 (meters)     329.57  (feet)  COMP
 GD0367  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 GD0367
 GD0367  VERT ORDER  -  FIRST     CLASS II
 GD0367
 GD0367.The horizontal coordinates were scaled from a topographic map and have
 GD0367.an estimated accuracy of +/- 6 seconds.
 GD0367
 GD0367.The orthometric height was determined by differential leveling
 GD0367.and adjusted by the National Geodetic Survey in June 1991..
 GD0367
 GD0367.The geoid height was determined by GEOID03.
 GD0367
 GD0367.The dynamic height is computed by dividing the NAVD 88
 GD0367.geopotential number by the normal gravity value computed on the
 GD0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0367.degrees latitude (g = 980.6199 gals.).
 GD0367
 GD0367.The modeled gravity was interpolated from observed gravity values.
 GD0367
 GD0367;                    North         East    Units  Estimated Accuracy
 GD0367;SPC TN       -   199,880.      347,410.      MT  (+/- 180 meters Scaled)
 GD0367
 GD0367                          SUPERSEDED SURVEY CONTROL
 GD0367
 GD0367  NGVD 29 (??/??/??)  100.576  (m)          329.97   (f) ADJUSTED    1 2
 GD0367
 GD0367.Superseded values are not recommended for survey control.
 GD0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0367.See file dsdata.txt to determine how the superseded data were derived.
 GD0367
 GD0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE374967(NAD 83)
 GD0367_MARKER: DB = BENCH MARK DISK
 GD0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0367_STAMPING: K 161 1944
 GD0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0367+STABILITY: SURFACE MOTION
 GD0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0367+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0367
 GD0367  HISTORY     - Date     Condition        Report By
 GD0367  HISTORY     - 1944     MONUMENTED       CGS
 GD0367  HISTORY     - 1967     GOOD             CGS
 GD0367  HISTORY     - 1990     GOOD             USPSQD
 GD0367  HISTORY     - 20020826 GOOD             USACE
 GD0367
 GD0367                          STATION DESCRIPTION
 GD0367
 GD0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0367'1.9 MI N FROM BRADFORD.
 GD0367'THIS BENCH MARK IS ABOUT 1.9 MILES NORTH ALONG THE ILLINOIS
 GD0367'CENTRAL RAILROAD FROM THE STATION AT BRADFORD, AT A PUBLIC ROAD
 GD0367'CROSSING ABOUT 99 YARDS SOUTH OF MILE POST C 435, 61 FEET
 GD0367'NORTHWEST OF THE CENTER OF THE CROSSING, 46 FEET WEST OF THE
 GD0367'WEST RAIL, 29 FEET NORTH OF THE APPROXIMATE CENTER OF A ROAD,
 GD0367'9.2 FEET NORTHWEST OF A POWERLINE BRACE POLE, AND 0.6 OF A FOOT
 GD0367'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD0367'SET IN THE TOP OF A 7-INCH, SQUARE, CONCRETE POST THAT PROJECTS
 GD0367'ABOUT 10 INCHES AND THE DISK IS STAMPED K 161 1944.
 GD0367
 GD0367                          STATION RECOVERY (1990)
 GD0367
 GD0367'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0367'RECOVERED IN GOOD CONDITION.
 GD0367
 GD0367                          STATION RECOVERY (2002)
 GD0367
 GD0367'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0367'ROAD CROSSING IS LILLIE BROWN RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1276 ***********************************************************************
 GA1276  DESIGNATION -  K 162
 GA1276  PID         -  GA1276
 GA1276  STATE/COUNTY-  TN/HAWKINS
 GA1276  USGS QUAD   -  CHURCH HILL (1991)
 GA1276
 GA1276                         *CURRENT SURVEY CONTROL
 GA1276  ___________________________________________________________________
 GA1276* NAD 83(1986)-  36 31 34.     (N)    082 41 37.     (W)     SCALED    
 GA1276* NAVD 88     -       383.202  (meters)    1257.22   (feet)  ADJUSTED  
 GA1276  ___________________________________________________________________
 GA1276  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1276  DYNAMIC HT  -         382.857 (meters)    1256.09  (feet)  COMP
 GA1276  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA1276
 GA1276  VERT ORDER  -  FIRST     CLASS I
 GA1276
 GA1276.The horizontal coordinates were scaled from a topographic map and have
 GA1276.an estimated accuracy of +/- 6 seconds.
 GA1276
 GA1276.The orthometric height was determined by differential leveling
 GA1276.and adjusted by the National Geodetic Survey in June 1991..
 GA1276
 GA1276.The geoid height was determined by GEOID03.
 GA1276
 GA1276.The dynamic height is computed by dividing the NAVD 88
 GA1276.geopotential number by the normal gravity value computed on the
 GA1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1276.degrees latitude (g = 980.6199 gals.).
 GA1276
 GA1276.The modeled gravity was interpolated from observed gravity values.
 GA1276
 GA1276;                    North         East    Units  Estimated Accuracy
 GA1276;SPC TN       -   248,300.      896,070.      MT  (+/- 180 meters Scaled)
 GA1276
 GA1276                          SUPERSEDED SURVEY CONTROL
 GA1276
 GA1276  NGVD 29 (??/??/92)  383.344  (m)         1257.69   (f) ADJ UNCH    1 1
 GA1276
 GA1276.Superseded values are not recommended for survey control.
 GA1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1276.See file dsdata.txt to determine how the superseded data were derived.
 GA1276
 GA1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA483436(NAD 83)
 GA1276_MARKER: DB = BENCH MARK DISK
 GA1276_SETTING: 80 = SET IN A BOULDER
 GA1276_SP_SET: BOULDER
 GA1276_STAMPING: K 162 1967
 GA1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1276+STABILITY: SURFACE MOTION
 GA1276
 GA1276  HISTORY     - Date     Condition        Report By
 GA1276  HISTORY     - 1967     MONUMENTED       CGS
 GA1276  HISTORY     - 20030904 GOOD             GEOCAC
 GA1276
 GA1276                          STATION DESCRIPTION
 GA1276
 GA1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1276'0.7 MI E FROM CHURCH HILL.
 GA1276'ABOUT 0.7 MILE EAST ALONG THE SOUTHERN RAILWAY COMAPNY RAILROAD
 GA1276'FROM THE STATION AT CHURCH HILL, 0.2 MILE WEST OF MILEPOST 53,
 GA1276'108 YARDS NORTHWEST AND ACROSS U.S. HIGHWAY 11 W FROM THE
 GA1276'RIDGEWAY MOTEL, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GA1276'TRACK, SET IN THE TOP OF A 4- X 9-FOOT SLOPING BOULDER WHICH
 GA1276'PROJECTS 2 FEET ON THE SOUTHEAST SIDE, 45 FEET NORTHWEST OF THE
 GA1276'CENTERLINE OF U.S. HIGHWAY 11 W, 17 FEET NORTH OF THE MORE
 GA1276'NORTHERLY OF TWO IRON PIPES WHICH SUPPORT A NEON SIGN THAT
 GA1276'READS MOTEL, ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GA1276'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 GA1276
 GA1276                          STATION RECOVERY (2003)
 GA1276
 GA1276'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1858 ***********************************************************************
 GA1858  DESIGNATION -  K 163
 GA1858  PID         -  GA1858
 GA1858  STATE/COUNTY-  TN/HAMBLEN
 GA1858  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1858
 GA1858                         *CURRENT SURVEY CONTROL
 GA1858  ___________________________________________________________________
 GA1858* NAD 83(1986)-  36 15 46.     (N)    083 10 05.     (W)     SCALED    
 GA1858* NAVD 88     -       382.305  (meters)    1254.28   (feet)  ADJUSTED  
 GA1858  ___________________________________________________________________
 GA1858  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1858  DYNAMIC HT  -         381.957 (meters)    1253.14  (feet)  COMP
 GA1858  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 GA1858
 GA1858  VERT ORDER  -  FIRST     CLASS I
 GA1858
 GA1858.The horizontal coordinates were scaled from a topographic map and have
 GA1858.an estimated accuracy of +/- 6 seconds.
 GA1858
 GA1858.The orthometric height was determined by differential leveling
 GA1858.and adjusted by the National Geodetic Survey in June 1991..
 GA1858
 GA1858.The geoid height was determined by GEOID03.
 GA1858
 GA1858.The dynamic height is computed by dividing the NAVD 88
 GA1858.geopotential number by the normal gravity value computed on the
 GA1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1858.degrees latitude (g = 980.6199 gals.).
 GA1858
 GA1858.The modeled gravity was interpolated from observed gravity values.
 GA1858
 GA1858;                    North         East    Units  Estimated Accuracy
 GA1858;SPC TN       -   217,750.      854,450.      MT  (+/- 180 meters Scaled)
 GA1858
 GA1858                          SUPERSEDED SURVEY CONTROL
 GA1858
 GA1858  NGVD 29 (??/??/92)  382.451  (m)         1254.76   (f) ADJ UNCH    1 1
 GA1858
 GA1858.Superseded values are not recommended for survey control.
 GA1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1858.See file dsdata.txt to determine how the superseded data were derived.
 GA1858
 GA1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA052152(NAD 83)
 GA1858_MARKER: DB = BENCH MARK DISK
 GA1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1858_STAMPING: K 163 1967
 GA1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1858+STABILITY: SURFACE MOTION
 GA1858
 GA1858  HISTORY     - Date     Condition        Report By
 GA1858  HISTORY     - 1967     MONUMENTED       CGS
 GA1858
 GA1858                          STATION DESCRIPTION
 GA1858
 GA1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1858'1.8 MI E FROM RUSSELLVILLE.
 GA1858'ABOUT 0.25 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE
 GA1858'AT RUSSELLVILLE, THENCE 1.6 MILES NORTHEAST ALONG THE SOUTHERN
 GA1858'RAILWAY COMPANY RAILROAD, OR ABOUT 0.35 MILE EAST ALONG U.S.
 GA1858'HIGHWAY 11 E FROM THE POST OFFICE AT THE SMALL COMMUNITY OF
 GA1858'WHITESBURG, THENCE 0.05 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 GA1858'2.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD,
 GA1858'13 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 21 FEET
 GA1858'SOUTHWEST OF A POLE, 12 1/2 FEET NORTHEAST OF MILEPOST 81, 1.7
 GA1858'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 GA1858'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA1858'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1164 ***********************************************************************
 FB1164  DESIGNATION -  K 164
 FB1164  PID         -  FB1164
 FB1164  STATE/COUNTY-  TN/COCKE
 FB1164  USGS QUAD   -  NEWPORT (1992)
 FB1164
 FB1164                         *CURRENT SURVEY CONTROL
 FB1164  ___________________________________________________________________
 FB1164* NAD 83(1986)-  35 58 58.     (N)    083 12 02.     (W)     SCALED    
 FB1164* NAVD 88     -       315.510  (meters)    1035.14   (feet)  ADJUSTED  
 FB1164  ___________________________________________________________________
 FB1164  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FB1164  DYNAMIC HT  -         315.212 (meters)    1034.16  (feet)  COMP
 FB1164  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 FB1164
 FB1164  VERT ORDER  -  FIRST     CLASS I
 FB1164
 FB1164.The horizontal coordinates were scaled from a topographic map and have
 FB1164.an estimated accuracy of +/- 6 seconds.
 FB1164
 FB1164.The orthometric height was determined by differential leveling
 FB1164.and adjusted by the National Geodetic Survey in June 1991..
 FB1164
 FB1164.The geoid height was determined by GEOID03.
 FB1164
 FB1164.The dynamic height is computed by dividing the NAVD 88
 FB1164.geopotential number by the normal gravity value computed on the
 FB1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1164.degrees latitude (g = 980.6199 gals.).
 FB1164
 FB1164.The modeled gravity was interpolated from observed gravity values.
 FB1164
 FB1164;                    North         East    Units  Estimated Accuracy
 FB1164;SPC TN       -   186,620.      852,420.      MT  (+/- 180 meters Scaled)
 FB1164
 FB1164                          SUPERSEDED SURVEY CONTROL
 FB1164
 FB1164  NGVD 29 (??/??/92)  315.653  (m)         1035.60   (f) ADJ UNCH    1 1
 FB1164
 FB1164.Superseded values are not recommended for survey control.
 FB1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1164.See file dsdata.txt to determine how the superseded data were derived.
 FB1164
 FB1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV016842(NAD 83)
 FB1164_MARKER: DB = BENCH MARK DISK
 FB1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1164_SP_SET: RETAINING WALL
 FB1164_STAMPING: K 164 1967
 FB1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1164
 FB1164  HISTORY     - Date     Condition        Report By
 FB1164  HISTORY     - 1967     MONUMENTED       CGS
 FB1164
 FB1164                          STATION DESCRIPTION
 FB1164
 FB1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1164'1.6 MI NW FROM NEWPORT.
 FB1164'ABOUT 1.6 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1164'RAILROAD FROM THE STATION AT NEWPORT, 2 1/2 POLES NORTH OF
 FB1164'MILEPOST 208, 165 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 FB1164'SET IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE RETAINING
 FB1164'WALL FOR A TREATMENT WELL AT THE NEWPORT SEWAGE TREATMENT PLANT,
 FB1164'16.7 FEET SOUTH OF THE SOUTH BRICK WALL OF THE CONTROL BUILDING,
 FB1164'14 FEET WEST OF A METAL STAIRWAY WHICH LEADS TO THE BASEMENT
 FB1164'OF THE CONTROL BUILDING, 69 FEET EAST OF A CHAIN LINK FENCE, 64
 FB1164'FEET EAST OF A WEATHER BUREAU TEMPERATURE GAUGE, ABOUT LEVEL WITH
 FB1164'THE SURFACE OF THE GROUND, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 FB1164'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1586 ***********************************************************************
 GC1586  DESIGNATION -  K 166
 GC1586  PID         -  GC1586
 GC1586  STATE/COUNTY-  TN/STEWART
 GC1586  USGS QUAD   -  STANDING ROCK (1986)
 GC1586
 GC1586                         *CURRENT SURVEY CONTROL
 GC1586  ___________________________________________________________________
 GC1586* NAD 83(1986)-  36 27 30.     (N)    087 58 44.     (W)     SCALED    
 GC1586* NAVD 88     -       184.114  (meters)     604.05   (feet)  ADJUSTED  
 GC1586  ___________________________________________________________________
 GC1586  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1586  DYNAMIC HT  -         183.961 (meters)     603.55  (feet)  COMP
 GC1586  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 GC1586
 GC1586  VERT ORDER  -  FIRST     CLASS II
 GC1586
 GC1586.The horizontal coordinates were scaled from a topographic map and have
 GC1586.an estimated accuracy of +/- 6 seconds.
 GC1586
 GC1586.The orthometric height was determined by differential leveling
 GC1586.and adjusted by the National Geodetic Survey in June 1991..
 GC1586
 GC1586.The geoid height was determined by GEOID03.
 GC1586
 GC1586.The dynamic height is computed by dividing the NAVD 88
 GC1586.geopotential number by the normal gravity value computed on the
 GC1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1586.degrees latitude (g = 980.6199 gals.).
 GC1586
 GC1586.The modeled gravity was interpolated from observed gravity values.
 GC1586
 GC1586;                    North         East    Units  Estimated Accuracy
 GC1586;SPC TN       -   237,570.      422,630.      MT  (+/- 180 meters Scaled)
 GC1586
 GC1586                          SUPERSEDED SURVEY CONTROL
 GC1586
 GC1586  NGVD 29 (??/??/92)  184.154  (m)          604.18   (f) ADJ UNCH    1 2
 GC1586
 GC1586.Superseded values are not recommended for survey control.
 GC1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1586.See file dsdata.txt to determine how the superseded data were derived.
 GC1586
 GC1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF122352(NAD 83)
 GC1586_MARKER: DB = BENCH MARK DISK
 GC1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1586_STAMPING: K 166 1947
 GC1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1586+STABILITY: SURFACE MOTION
 GC1586
 GC1586  HISTORY     - Date     Condition        Report By
 GC1586  HISTORY     - 1947     MONUMENTED       CGS
 GC1586
 GC1586                          STATION DESCRIPTION
 GC1586
 GC1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1586'9.7 MI W FROM DOVER.
 GC1586'9.7 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE AT
 GC1586'DOVER, ABOUT 1.4 MILES NORTH OF MULBERRY HILL SCHOOL, AT THE
 GC1586'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWEST AND THE T.V.A
 GC1586'ROAD LEADING SOUTH TO MC KINNON, 63 FEET NORTHEAST AND ACROSS
 GC1586'THE T.V.A. ROAD FROM THE NORTHEAST CORNER OF THE SCARBOROUGH
 GC1586'GENERAL STORE, 135 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GC1586'HIGHWAY, 26 FEET NORTHEAST OF THE CENTER LINE OF THE T.V.A. ROAD,
 GC1586'3 FEET NORTHWEST OF A DELCO LIGHT POWER POLE, ABOUT 3 FEET LOWER
 GC1586'THAN THE T.V.A. ROAD, AND IN THE TOP OF A CONCRETE POST
 GC1586'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1614 ***********************************************************************
 GC1614  DESIGNATION -  K 167
 GC1614  PID         -  GC1614
 GC1614  STATE/COUNTY-  TN/HOUSTON
 GC1614  USGS QUAD   -  HALLS CREEK (1973)
 GC1614
 GC1614                         *CURRENT SURVEY CONTROL
 GC1614  ___________________________________________________________________
 GC1614* NAD 83(1986)-  36 14 43.     (N)    087 50 25.     (W)     SCALED    
 GC1614* NAVD 88     -       139.122  (meters)     456.44   (feet)  ADJUSTED  
 GC1614  ___________________________________________________________________
 GC1614  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GC1614  DYNAMIC HT  -         139.006 (meters)     456.06  (feet)  COMP
 GC1614  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 GC1614
 GC1614  VERT ORDER  -  FIRST     CLASS II
 GC1614
 GC1614.The horizontal coordinates were scaled from a topographic map and have
 GC1614.an estimated accuracy of +/- 6 seconds.
 GC1614
 GC1614.The orthometric height was determined by differential leveling
 GC1614.and adjusted by the National Geodetic Survey in June 1991..
 GC1614
 GC1614.The geoid height was determined by GEOID03.
 GC1614
 GC1614.The dynamic height is computed by dividing the NAVD 88
 GC1614.geopotential number by the normal gravity value computed on the
 GC1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1614.degrees latitude (g = 980.6199 gals.).
 GC1614
 GC1614.The modeled gravity was interpolated from observed gravity values.
 GC1614
 GC1614;                    North         East    Units  Estimated Accuracy
 GC1614;SPC TN       -   213,690.      434,600.      MT  (+/- 180 meters Scaled)
 GC1614
 GC1614                          SUPERSEDED SURVEY CONTROL
 GC1614
 GC1614  NGVD 29 (??/??/92)  139.155  (m)          456.54   (f) ADJ UNCH    1 2
 GC1614
 GC1614.Superseded values are not recommended for survey control.
 GC1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1614.See file dsdata.txt to determine how the superseded data were derived.
 GC1614
 GC1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF245114(NAD 83)
 GC1614_MARKER: DB = BENCH MARK DISK
 GC1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1614_STAMPING: K 167 1947
 GC1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1614+STABILITY: SURFACE MOTION
 GC1614
 GC1614  HISTORY     - Date     Condition        Report By
 GC1614  HISTORY     - 1947     MONUMENTED       CGS
 GC1614  HISTORY     - 1972     GOOD             TVA
 GC1614  HISTORY     - 1987     GOOD             USPSQD
 GC1614
 GC1614                          STATION DESCRIPTION
 GC1614
 GC1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1614'9.5 MI S FROM MC KINNON.
 GC1614'9.5 MILES SOUTH ALONG THE GRAVEL ROAD LEADING TO WAVERLY FROM THE
 GC1614'METHODIST CHURCH AT MC KINNON, ABOUT 0.9 MILE SOUTH OF THE
 GC1614'JUNCTION OF THE MAIN EAST-AND-WEST GRAVEL ROAD AT NEW HOPE
 GC1614'CHURCH, ABOUT 0.5 MILE SOUTH OF A 2-STORY IMITATION BRICK HOUSE
 GC1614'WEST OF THE ROAD, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 22
 GC1614'FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 14.5 FEET SOUTH OF
 GC1614'A 24-INCH BLAZED OAK TREE, 6.5 FEET NORTH OF A 24-INCH BLAZED
 GC1614'TREE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 GC1614'POST PROJECTING ABOUT 4 INCHES.  NOTE-- TVA POST AND SIGN SET.
 GC1614
 GC1614                          STATION RECOVERY (1972)
 GC1614
 GC1614'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1614'RECOVERED IN GOOD CONDITION.
 GC1614
 GC1614                          STATION RECOVERY (1987)
 GC1614
 GC1614'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0240 ***********************************************************************
 GD0240  DESIGNATION -  K 168
 GD0240  PID         -  GD0240
 GD0240  STATE/COUNTY-  TN/BENTON
 GD0240  USGS QUAD   -  CAMDEN (1984)
 GD0240
 GD0240                         *CURRENT SURVEY CONTROL
 GD0240  ___________________________________________________________________
 GD0240* NAD 83(1986)-  36 01 02.     (N)    088 00 13.     (W)     SCALED    
 GD0240* NAVD 88     -       118.445  (meters)     388.60   (feet)  ADJUSTED  
 GD0240  ___________________________________________________________________
 GD0240  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GD0240  DYNAMIC HT  -         118.345 (meters)     388.27  (feet)  COMP
 GD0240  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GD0240
 GD0240  VERT ORDER  -  FIRST     CLASS II
 GD0240
 GD0240.The horizontal coordinates were scaled from a topographic map and have
 GD0240.an estimated accuracy of +/- 6 seconds.
 GD0240
 GD0240.The orthometric height was determined by differential leveling
 GD0240.and adjusted by the National Geodetic Survey in June 1991..
 GD0240
 GD0240.The geoid height was determined by GEOID03.
 GD0240
 GD0240.The dynamic height is computed by dividing the NAVD 88
 GD0240.geopotential number by the normal gravity value computed on the
 GD0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0240.degrees latitude (g = 980.6199 gals.).
 GD0240
 GD0240.The modeled gravity was interpolated from observed gravity values.
 GD0240
 GD0240;                    North         East    Units  Estimated Accuracy
 GD0240;SPC TN       -   188,680.      419,410.      MT  (+/- 180 meters Scaled)
 GD0240
 GD0240                          SUPERSEDED SURVEY CONTROL
 GD0240
 GD0240  NGVD 29 (??/??/??)  118.477  (m)          388.70   (f) ADJUSTED    1 2
 GD0240
 GD0240.Superseded values are not recommended for survey control.
 GD0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0240.See file dsdata.txt to determine how the superseded data were derived.
 GD0240
 GD0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE095863(NAD 83)
 GD0240_MARKER: DD = SURVEY DISK
 GD0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0240_SP_SET: BRIDGE ABUTMENT
 GD0240_STAMPING: K 168 1947
 GD0240_MARK LOGO: TVA   
 GD0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0240
 GD0240  HISTORY     - Date     Condition        Report By
 GD0240  HISTORY     - UNK      MONUMENTED       TVA
 GD0240  HISTORY     - 1969     GOOD             CGS
 GD0240  HISTORY     - 1971     GOOD             NGS
 GD0240
 GD0240                          STATION DESCRIPTION
 GD0240
 GD0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0240'1.2 MI W FROM NEW JOHNSONVILLE.
 GD0240'THE MARK IS ABOUT 1.2 MILES WEST ALONG THE OLD NASHVILLE,
 GD0240'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN NEW
 GD0240'JOHNSONVILLE, (THIS IS NOW THE LOUISVILLE AND NASHVILLE
 GD0240'RAILROAD), AT THE WEST END OF THE RAILROAD BRIDGE OVER KENTUCKY
 GD0240'LANE ON THE TENNESSEE RIVER.  IT IS 15 FEET SOUTHEAST OF
 GD0240'TELEGRAPH POLE NO. 80-25, 6 FEET NORTH OF THE NORTH RAIL OF THE
 GD0240'RAILROAD, 3 FEET EAST OF THE APPROXIMATE CENTER OF AN ELEVATED
 GD0240'WALKWAY LEADING INTO A T.V.A. WATER PUMPING STATION, AND ABOUT
 GD0240'LEVEL WITH THE TRACK.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 GD0240'HOLE IN THE TOP OF THE WEST END OF THE NORTH RETAINING WALL OF
 GD0240'THE WEST ABUTMENT OF THE BRIDGE, AND THE DISK IS STAMPED K 168
 GD0240'1947.  DUE TO THE MARKS LOCATION, NO WITNESS POST WAS SET.
 GD0240'NOTE-- THIS MARK WAS STAMPED BY THE USC AND GS LEVEL PARTY IN
 GD0240'1947.
 GD0240
 GD0240                          STATION RECOVERY (1971)
 GD0240
 GD0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0110 ***********************************************************************
 FE0110  DESIGNATION -  K 169
 FE0110  PID         -  FE0110
 FE0110  STATE/COUNTY-  TN/DECATUR
 FE0110  USGS QUAD   -  JEANNETTE (1986)
 FE0110
 FE0110                         *CURRENT SURVEY CONTROL
 FE0110  ___________________________________________________________________
 FE0110* NAD 83(1986)-  35 38 49.     (N)    088 06 34.     (W)     SCALED    
 FE0110* NAVD 88     -       134.270  (meters)     440.52   (feet)  ADJUSTED  
 FE0110  ___________________________________________________________________
 FE0110  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0110  DYNAMIC HT  -         134.152 (meters)     440.13  (feet)  COMP
 FE0110  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 FE0110
 FE0110  VERT ORDER  -  FIRST     CLASS II
 FE0110
 FE0110.The horizontal coordinates were scaled from a topographic map and have
 FE0110.an estimated accuracy of +/- 6 seconds.
 FE0110
 FE0110.The orthometric height was determined by differential leveling
 FE0110.and adjusted by the National Geodetic Survey in June 1991..
 FE0110
 FE0110.The geoid height was determined by GEOID03.
 FE0110
 FE0110.The dynamic height is computed by dividing the NAVD 88
 FE0110.geopotential number by the normal gravity value computed on the
 FE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0110.degrees latitude (g = 980.6199 gals.).
 FE0110
 FE0110.The modeled gravity was interpolated from observed gravity values.
 FE0110
 FE0110;                    North         East    Units  Estimated Accuracy
 FE0110;SPC TN       -   147,800.      408,980.      MT  (+/- 180 meters Scaled)
 FE0110
 FE0110                          SUPERSEDED SURVEY CONTROL
 FE0110
 FE0110  NGVD 29 (??/??/??)  134.284  (m)          440.56   (f) ADJUSTED    1 2
 FE0110
 FE0110.Superseded values are not recommended for survey control.
 FE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0110.See file dsdata.txt to determine how the superseded data were derived.
 FE0110
 FE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE995453(NAD 83)
 FE0110_MARKER: DB = BENCH MARK DISK
 FE0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0110_SP_SET: CULVERT
 FE0110_STAMPING: K 169 1947
 FE0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0110
 FE0110  HISTORY     - Date     Condition        Report By
 FE0110  HISTORY     - 1947     MONUMENTED       CGS
 FE0110
 FE0110                          STATION DESCRIPTION
 FE0110
 FE0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0110'1 MI E FROM PARSONS.
 FE0110'1.0 MILE EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0110'OFFICE AT PARSONS, ABOUT 0.75 MILE EAST OF THE JUNCTION OF
 FE0110'STATE HIGHWAY 69-NORTH, ABOUT 100 YARDS WEST OF THE WEST END
 FE0110'OF A DEEP THRU CUT IN THE HIGHWAY, SET IN THE TOP OF THE EAST
 FE0110'END OF THE SOUTH HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT,
 FE0110'15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF
 FE0110'THE EAST END OF THE HEAD WALL AND ABOUT 0.5 FOOT ABOVE THE
 FE0110'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1566 ***********************************************************************
 GC1566  DESIGNATION -  K 17
 GC1566  PID         -  GC1566
 GC1566  STATE/COUNTY-  TN/HUMPHREYS
 GC1566  USGS QUAD   -  WAVERLY (1987)
 GC1566
 GC1566                         *CURRENT SURVEY CONTROL
 GC1566  ___________________________________________________________________
 GC1566* NAD 83(1986)-  36 05 02.     (N)    087 51 20.     (W)     SCALED    
 GC1566* NAVD 88     -       142.227  (meters)     466.62   (feet)  ADJUSTED  
 GC1566  ___________________________________________________________________
 GC1566  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1566  DYNAMIC HT  -         142.105 (meters)     466.22  (feet)  COMP
 GC1566  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GC1566
 GC1566  VERT ORDER  -  FIRST     CLASS II
 GC1566
 GC1566.The horizontal coordinates were scaled from a topographic map and have
 GC1566.an estimated accuracy of +/- 6 seconds.
 GC1566
 GC1566.The orthometric height was determined by differential leveling
 GC1566.and adjusted by the National Geodetic Survey in June 1991..
 GC1566
 GC1566.The geoid height was determined by GEOID03.
 GC1566
 GC1566.The dynamic height is computed by dividing the NAVD 88
 GC1566.geopotential number by the normal gravity value computed on the
 GC1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1566.degrees latitude (g = 980.6199 gals.).
 GC1566
 GC1566.The modeled gravity was interpolated from observed gravity values.
 GC1566
 GC1566;                    North         East    Units  Estimated Accuracy
 GC1566;SPC TN       -   195,810.      432,890.      MT  (+/- 180 meters Scaled)
 GC1566
 GC1566                          SUPERSEDED SURVEY CONTROL
 GC1566
 GC1566  NGVD 29 (??/??/92)  142.259  (m)          466.73   (f) ADJ UNCH    1 2
 GC1566
 GC1566.Superseded values are not recommended for survey control.
 GC1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1566.See file dsdata.txt to determine how the superseded data were derived.
 GC1566
 GC1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE229935(NAD 83)
 GC1566_MARKER: DD = SURVEY DISK
 GC1566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1566_SP_SET: CULVERT
 GC1566_STAMPING: 466.820 TENN K 17 1925
 GC1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1566
 GC1566  HISTORY     - Date     Condition        Report By
 GC1566  HISTORY     - 1925     MONUMENTED       USGS
 GC1566  HISTORY     - 1947     GOOD             NGS
 GC1566
 GC1566                          STATION DESCRIPTION
 GC1566
 GC1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1566'3.6 MI W FROM WAVERLY.
 GC1566'3.6 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1566'RAILWAY FROM THE STATION AT WAVERLY, 95 FEET SOUTHEAST OF POLE
 GC1566'70/5, ABOUT 6 POLES EAST OF THE CENTER OF THE CROSSING OF A
 GC1566'SHORT NORTH-AND-SOUTH TANGENT IN THE EAST-AND-WEST GRAVEL ROAD
 GC1566'PARALLELING THE TRACK, AT A 24-INCH CAST-IRON PIPE CULVERT, IN
 GC1566'THE TOP OF THE SOUTH CONCRETE HEAD WALL, 3 FEET EAST OF THE WEST
 GC1566'END, 12.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER
 GC1566'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0403 ***********************************************************************
 FF0403  DESIGNATION -  K 17
 FF0403  PID         -  FF0403
 FF0403  STATE/COUNTY-  TN/SHELBY
 FF0403  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0403
 FF0403                         *CURRENT SURVEY CONTROL
 FF0403  ___________________________________________________________________
 FF0403* NAD 83(1986)-  35 02 05.     (N)    090 02 29.     (W)     SCALED    
 FF0403* NAVD 88     -        88.204  (meters)     289.38   (feet)  ADJUSTED  
 FF0403  ___________________________________________________________________
 FF0403  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0403  DYNAMIC HT  -          88.122 (meters)     289.11  (feet)  COMP
 FF0403  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FF0403
 FF0403  VERT ORDER  -  SECOND    CLASS 0
 FF0403
 FF0403.The horizontal coordinates were scaled from a topographic map and have
 FF0403.an estimated accuracy of +/- 6 seconds.
 FF0403
 FF0403.The orthometric height was determined by differential leveling
 FF0403.and adjusted by the National Geodetic Survey in June 1991..
 FF0403
 FF0403.The geoid height was determined by GEOID03.
 FF0403
 FF0403.The dynamic height is computed by dividing the NAVD 88
 FF0403.geopotential number by the normal gravity value computed on the
 FF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0403.degrees latitude (g = 980.6199 gals.).
 FF0403
 FF0403.The modeled gravity was interpolated from observed gravity values.
 FF0403
 FF0403;                    North         East    Units  Estimated Accuracy
 FF0403;SPC TN       -    85,430.      231,310.      MT  (+/- 180 meters Scaled)
 FF0403
 FF0403                          SUPERSEDED SURVEY CONTROL
 FF0403
 FF0403  NGVD 29 (??/??/??)   88.171  (m)          289.27   (f) ADJUSTED    2 0
 FF0403
 FF0403.Superseded values are not recommended for survey control.
 FF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0403.See file dsdata.txt to determine how the superseded data were derived.
 FF0403
 FF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU699808(NAD 83)
 FF0403_MARKER: DB = BENCH MARK DISK
 FF0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0403_STAMPING: K 17 1934
 FF0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0403+STABILITY: SURFACE MOTION
 FF0403
 FF0403  HISTORY     - Date     Condition        Report By
 FF0403  HISTORY     - 1934     MONUMENTED       CGS
 FF0403  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0403
 FF0403                          STATION DESCRIPTION
 FF0403
 FF0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0403'8 MI S FROM MEMPHIS.
 FF0403'8.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FF0403'POST OFFICE AT MEMPHIS, SHELBY COUNTY, 187 FEET SOUTHEAST OF
 FF0403'MILEPOST 400, 87 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FF0403'STATION AT RAINES, 75 FEET NORTHWEST OF THE POST OFFICE, AND 23
 FF0403'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 FF0403'DISK, STAMPED K 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FF0403
 FF0403                          STATION RECOVERY (1976)
 FF0403
 FF0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1260 ***********************************************************************
 FD1260  DESIGNATION -  K 170
 FD1260  PID         -  FD1260
 FD1260  STATE/COUNTY-  TN/PERRY
 FD1260  USGS QUAD   -  POPE (1973)
 FD1260
 FD1260                         *CURRENT SURVEY CONTROL
 FD1260  ___________________________________________________________________
 FD1260* NAD 83(1986)-  35 30 11.     (N)    087 55 22.     (W)     SCALED    
 FD1260* NAVD 88     -       219.710  (meters)     720.83   (feet)  ADJUSTED  
 FD1260  ___________________________________________________________________
 FD1260  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FD1260  DYNAMIC HT  -         219.508 (meters)     720.17  (feet)  COMP
 FD1260  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FD1260
 FD1260  VERT ORDER  -  FIRST     CLASS II
 FD1260
 FD1260.The horizontal coordinates were scaled from a topographic map and have
 FD1260.an estimated accuracy of +/- 6 seconds.
 FD1260
 FD1260.The orthometric height was determined by differential leveling
 FD1260.and adjusted by the National Geodetic Survey in June 1991..
 FD1260
 FD1260.The geoid height was determined by GEOID03.
 FD1260
 FD1260.The dynamic height is computed by dividing the NAVD 88
 FD1260.geopotential number by the normal gravity value computed on the
 FD1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1260.degrees latitude (g = 980.6199 gals.).
 FD1260
 FD1260.The modeled gravity was interpolated from observed gravity values.
 FD1260
 FD1260;                    North         East    Units  Estimated Accuracy
 FD1260;SPC TN       -   131,490.      425,570.      MT  (+/- 180 meters Scaled)
 FD1260
 FD1260                          SUPERSEDED SURVEY CONTROL
 FD1260
 FD1260  NGVD 29 (??/??/92)  219.717  (m)          720.85   (f) ADJ UNCH    1 2
 FD1260
 FD1260.Superseded values are not recommended for survey control.
 FD1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1260.See file dsdata.txt to determine how the superseded data were derived.
 FD1260
 FD1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE163292(NAD 83)
 FD1260_MARKER: DD = SURVEY DISK
 FD1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1260_STAMPING: K 170 1947
 FD1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1260+STABILITY: SURFACE MOTION
 FD1260
 FD1260  HISTORY     - Date     Condition        Report By
 FD1260  HISTORY     - 1947     MONUMENTED       TVA
 FD1260  HISTORY     - 1947     GOOD             NGS
 FD1260
 FD1260                          STATION DESCRIPTION
 FD1260
 FD1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1260'12.4 MI NE FROM CLIFTON.
 FD1260'ABOUT 12.4 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1260'HOTEL AT CLIFTON, ABOUT 1.05 MILE NORTHWEST OF THE JUNCTION OF
 FD1260'A GRAVEL ROAD SOUTH, AT THE TOP OF A STEEP GRADE, 30 FEET SOUTHWEST
 FD1260'OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTHWEST OF THE CENTER
 FD1260'LINE OF THE ROAD, 34 FEET EAST OF A TRIANGULAR BLAZED 12-INCH
 FD1260'OAK TREE, 13 FEET SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH OAK
 FD1260'TREE, 10 FEET NORTHEAST OF A TRIANGULAR BLAZED 12-INCH OAK TREE,
 FD1260'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FD1260'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0254 ***********************************************************************
 FE0254  DESIGNATION -  K 171
 FE0254  PID         -  FE0254
 FE0254  STATE/COUNTY-  TN/HARDIN
 FE0254  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0254
 FE0254                         *CURRENT SURVEY CONTROL
 FE0254  ___________________________________________________________________
 FE0254* NAD 83(1986)-  35 09 53.     (N)    088 19 44.     (W)     SCALED    
 FE0254* NAVD 88     -       116.262  (meters)     381.44   (feet)  ADJUSTED  
 FE0254  ___________________________________________________________________
 FE0254  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE0254  DYNAMIC HT  -         116.156 (meters)     381.09  (feet)  COMP
 FE0254  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FE0254
 FE0254  VERT ORDER  -  FIRST     CLASS II
 FE0254
 FE0254.The horizontal coordinates were scaled from a topographic map and have
 FE0254.an estimated accuracy of +/- 6 seconds.
 FE0254
 FE0254.The orthometric height was determined by differential leveling
 FE0254.and adjusted by the National Geodetic Survey in June 1991..
 FE0254
 FE0254.The geoid height was determined by GEOID03.
 FE0254
 FE0254.The dynamic height is computed by dividing the NAVD 88
 FE0254.geopotential number by the normal gravity value computed on the
 FE0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0254.degrees latitude (g = 980.6199 gals.).
 FE0254
 FE0254.The modeled gravity was interpolated from observed gravity values.
 FE0254
 FE0254;                    North         East    Units  Estimated Accuracy
 FE0254;SPC TN       -    94,770.      387,840.      MT  (+/- 180 meters Scaled)
 FE0254
 FE0254                          SUPERSEDED SURVEY CONTROL
 FE0254
 FE0254  NGVD 29 (??/??/??)  116.272  (m)          381.47   (f) ADJUSTED    1 2
 FE0254
 FE0254.Superseded values are not recommended for survey control.
 FE0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0254.See file dsdata.txt to determine how the superseded data were derived.
 FE0254
 FE0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD789921(NAD 83)
 FE0254_MARKER: DD = SURVEY DISK
 FE0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0254_SP_SET: CULVERT
 FE0254_STAMPING: K 171 1947
 FE0254_MARK LOGO: TVA   
 FE0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0254
 FE0254  HISTORY     - Date     Condition        Report By
 FE0254  HISTORY     - 1947     MONUMENTED       TVA
 FE0254  HISTORY     - 1947     GOOD             CGS
 FE0254  HISTORY     - 1949     GOOD             CGS
 FE0254
 FE0254                          STATION DESCRIPTION
 FE0254
 FE0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0254'1.8 MI NW FROM PITTSBURG LANDING.
 FE0254'0.9 MILE WEST ALONG GRANT ROAD FROM THE POST OFFICE AT PITTSBURG
 FE0254'LANDING, THENCE ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 22,
 FE0254'ABOUT 1.15 MILE SOUTH OF A 230-FOOT CONCRETE BRIDGE, ABOUT 150
 FE0254'YARDS NORTH OF A DIM CROSS ROAD, SET IN THE TOP OF THE CENTER
 FE0254'OF THE NORTHWEST CONCRETE HEAD WALL OF A 32-INCH CONCRETE PIPE
 FE0254'CULVERT, 50 FEET NORTHWEST OF AND ABOUT 7 FEET BELOW THE CENTER
 FE0254'LINE OF THE HIGHWAY.
 FE0254
 FE0254                          STATION RECOVERY (1949)
 FE0254
 FE0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1328 ***********************************************************************
 GC1328  DESIGNATION -  K 172
 GC1328  PID         -  GC1328
 GC1328  STATE/COUNTY-  TN/CHEATHAM
 GC1328  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1328
 GC1328                         *CURRENT SURVEY CONTROL
 GC1328  ___________________________________________________________________
 GC1328* NAD 83(1986)-  36 05 54.     (N)    087 06 05.     (W)     SCALED    
 GC1328* NAVD 88     -       154.020  (meters)     505.31   (feet)  ADJUSTED  
 GC1328  ___________________________________________________________________
 GC1328  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1328  DYNAMIC HT  -         153.887 (meters)     504.88  (feet)  COMP
 GC1328  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 GC1328
 GC1328  VERT ORDER  -  FIRST     CLASS II
 GC1328
 GC1328.The horizontal coordinates were scaled from a topographic map and have
 GC1328.an estimated accuracy of +/- 6 seconds.
 GC1328
 GC1328.The orthometric height was determined by differential leveling
 GC1328.and adjusted by the National Geodetic Survey in June 1991..
 GC1328
 GC1328.The geoid height was determined by GEOID03.
 GC1328
 GC1328.The dynamic height is computed by dividing the NAVD 88
 GC1328.geopotential number by the normal gravity value computed on the
 GC1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1328.degrees latitude (g = 980.6199 gals.).
 GC1328
 GC1328.The modeled gravity was interpolated from observed gravity values.
 GC1328
 GC1328;                    North         East    Units  Estimated Accuracy
 GC1328;SPC TN       -   196,380.      500,820.      MT  (+/- 180 meters Scaled)
 GC1328
 GC1328                          SUPERSEDED SURVEY CONTROL
 GC1328
 GC1328  NGVD 29 (??/??/92)  154.044  (m)          505.39   (f) ADJ UNCH    1 2
 GC1328
 GC1328.Superseded values are not recommended for survey control.
 GC1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1328.See file dsdata.txt to determine how the superseded data were derived.
 GC1328
 GC1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE908948(NAD 83)
 GC1328_MARKER: DB = BENCH MARK DISK
 GC1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1328_SP_SET: BRIDGE
 GC1328_STAMPING: K 172 1948
 GC1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1328
 GC1328  HISTORY     - Date     Condition        Report By
 GC1328  HISTORY     - 1948     MONUMENTED       CGS
 GC1328
 GC1328                          STATION DESCRIPTION
 GC1328
 GC1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1328'0.9 MI E FROM KINGSTON SPRINGS.
 GC1328'0.9 MILE EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1328'RAILWAY FROM THE STATION AT KINGSTON SPRINGS, 5 POLES WEST OF
 GC1328'MILE POST 23, AT THE WEST END OF BRIDGE NO. 23.1 OVER HARPETH
 GC1328'RIVER, SET IN THE TOP OF THE NORTH END OF THE SOUTHWEST CONCRETE
 GC1328'WING WALL, 4.5 FEET SOUTH OF THE SOUTH RAIL AND ABOUT LEVEL
 GC1328'WITH THE TRACK.  NOTE-- THIS BENCH MARK WAS REPORTED RESET IN
 GC1328'CONCRETE BRIDGE ABUTMENT IN MAY 1956 BUT NO ELEVATION WAS TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1565 ***********************************************************************
 GC1565  DESIGNATION -  K 173
 GC1565  PID         -  GC1565
 GC1565  STATE/COUNTY-  TN/HUMPHREYS
 GC1565  USGS QUAD   -  WAVERLY (1987)
 GC1565
 GC1565                         *CURRENT SURVEY CONTROL
 GC1565  ___________________________________________________________________
 GC1565* NAD 83(1986)-  36 04 39.     (N)    087 51 03.     (W)     SCALED    
 GC1565* NAVD 88     -       140.768  (meters)     461.84   (feet)  ADJUSTED  
 GC1565  ___________________________________________________________________
 GC1565  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1565  DYNAMIC HT  -         140.647 (meters)     461.44  (feet)  COMP
 GC1565  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 GC1565
 GC1565  VERT ORDER  -  FIRST     CLASS II
 GC1565
 GC1565.The horizontal coordinates were scaled from a topographic map and have
 GC1565.an estimated accuracy of +/- 6 seconds.
 GC1565
 GC1565.The orthometric height was determined by differential leveling
 GC1565.and adjusted by the National Geodetic Survey in June 1991..
 GC1565
 GC1565.The geoid height was determined by GEOID03.
 GC1565
 GC1565.The dynamic height is computed by dividing the NAVD 88
 GC1565.geopotential number by the normal gravity value computed on the
 GC1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1565.degrees latitude (g = 980.6199 gals.).
 GC1565
 GC1565.The modeled gravity was interpolated from observed gravity values.
 GC1565
 GC1565;                    North         East    Units  Estimated Accuracy
 GC1565;SPC TN       -   195,090.      433,300.      MT  (+/- 180 meters Scaled)
 GC1565
 GC1565                          SUPERSEDED SURVEY CONTROL
 GC1565
 GC1565  NGVD 29 (??/??/92)  140.799  (m)          461.94   (f) ADJ UNCH    1 2
 GC1565
 GC1565.Superseded values are not recommended for survey control.
 GC1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1565.See file dsdata.txt to determine how the superseded data were derived.
 GC1565
 GC1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE233928(NAD 83)
 GC1565_MARKER: DB = BENCH MARK DISK
 GC1565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1565_SP_SET: CULVERT
 GC1565_STAMPING: K 173 1948
 GC1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1565
 GC1565  HISTORY     - Date     Condition        Report By
 GC1565  HISTORY     - 1948     MONUMENTED       CGS
 GC1565  HISTORY     - 1961     GOOD             NGS
 GC1565  HISTORY     - 1972     GOOD             LOCSUR
 GC1565  HISTORY     - 1988     GOOD             USPSQD
 GC1565
 GC1565                          STATION DESCRIPTION
 GC1565
 GC1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1565'3.2 MI W FROM WAVERLY.
 GC1565'ABOUT 3.2 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE COURT HOUSE
 GC1565'AT WAVERLY, AT THE SOUTHEAST CORNER OF THE WAVERLY AIRPORT, SET
 GC1565'IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF AN 8-FOOT
 GC1565'CONCRETE BOX CULVERT UNDER THE HIGHWAY AT A SMALL STREAM ALONG
 GC1565'THE EAST EDGE OF THE AIRPORT, 18 FEET NORTH OF THE CENTER LINE
 GC1565'OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY LEVEL.
 GC1565
 GC1565                          STATION RECOVERY (1961)
 GC1565
 GC1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC1565'RECOVERED IN GOOD CONDITION.
 GC1565
 GC1565                          STATION RECOVERY (1972)
 GC1565
 GC1565'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 GC1565'RECOVERED IN GOOD CONDITION.
 GC1565
 GC1565                          STATION RECOVERY (1988)
 GC1565
 GC1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0689 ***********************************************************************
 FE0689  DESIGNATION -  K 174
 FE0689  PID         -  FE0689
 FE0689  STATE/COUNTY-  TN/GIBSON
 FE0689  USGS QUAD   -  ATWOOD (1983)
 FE0689
 FE0689                         *CURRENT SURVEY CONTROL
 FE0689  ___________________________________________________________________
 FE0689* NAD 83(1986)-  35 57 20.     (N)    088 44 23.     (W)     SCALED    
 FE0689* NAVD 88     -       113.100  (meters)     371.06   (feet)  ADJUSTED  
 FE0689  ___________________________________________________________________
 FE0689  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0689  DYNAMIC HT  -         113.003 (meters)     370.74  (feet)  COMP
 FE0689  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 FE0689
 FE0689  VERT ORDER  -  FIRST     CLASS II
 FE0689
 FE0689.The horizontal coordinates were scaled from a topographic map and have
 FE0689.an estimated accuracy of +/- 6 seconds.
 FE0689
 FE0689.The orthometric height was determined by differential leveling
 FE0689.and adjusted by the National Geodetic Survey in June 1991..
 FE0689
 FE0689.The geoid height was determined by GEOID03.
 FE0689
 FE0689.The dynamic height is computed by dividing the NAVD 88
 FE0689.geopotential number by the normal gravity value computed on the
 FE0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0689.degrees latitude (g = 980.6199 gals.).
 FE0689
 FE0689.The modeled gravity was interpolated from observed gravity values.
 FE0689
 FE0689;                    North         East    Units  Estimated Accuracy
 FE0689;SPC TN       -   183,440.      352,880.      MT  (+/- 180 meters Scaled)
 FE0689
 FE0689                          SUPERSEDED SURVEY CONTROL
 FE0689
 FE0689  NGVD 29 (??/??/??)  113.155  (m)          371.24   (f) ADJUSTED    1 2
 FE0689
 FE0689.Superseded values are not recommended for survey control.
 FE0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0689.See file dsdata.txt to determine how the superseded data were derived.
 FE0689
 FE0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE431804(NAD 83)
 FE0689_MARKER: DB = BENCH MARK DISK
 FE0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0689_STAMPING: K 174 1948
 FE0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0689+STABILITY: SURFACE MOTION
 FE0689
 FE0689  HISTORY     - Date     Condition        Report By
 FE0689  HISTORY     - 1948     MONUMENTED       CGS
 FE0689  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0689
 FE0689                          STATION DESCRIPTION
 FE0689
 FE0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0689'2.8 MI N FROM MILAN.
 FE0689'ABOUT 0.55 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0689'RAILROAD FROM THE STATION AT MILAN, THENCE ABOUT 2.2 MILES NORTH
 FE0689'ALONG A GRAVEL ROAD LEADING TO THE MILAN MUNICIPAL AIRPORT, AT
 FE0689'THE EAST SIDE OF THE AIRPORT, 26 FEET WEST OF THE CENTER LINE OF
 FE0689'THE GRAVEL ROAD, 31.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FE0689'A SMALL WOODEN OFFICE BUILDING, 15.5 FEET NORTH OF A 14-INCH
 FE0689'WILLOW TREE AND IN LINE WITH A ROW OF TREES, 200 FEET SOUTH OF
 FE0689'B.M. L 174, 151 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGAR,
 FE0689'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST ABOUT LEVEL WITH THE
 FE0689'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0689
 FE0689                          STATION RECOVERY (2002)
 FE0689
 FE0689'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0689'SUSPECTED DESTROYED, OLD AIRFIELD NOW ABANDONED AND CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1228 ***********************************************************************
 FD1228  DESIGNATION -  K 175
 FD1228  PID         -  FD1228
 FD1228  STATE/COUNTY-  TN/LEWIS
 FD1228  USGS QUAD   -  HOHENWALD (1991)
 FD1228
 FD1228                         *CURRENT SURVEY CONTROL
 FD1228  ___________________________________________________________________
 FD1228* NAD 83(1986)-  35 33 04.     (N)    087 34 47.     (W)     SCALED    
 FD1228* NAVD 88     -       292.551  (meters)     959.81   (feet)  ADJUSTED  
 FD1228  ___________________________________________________________________
 FD1228  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FD1228  DYNAMIC HT  -         292.279 (meters)     958.92  (feet)  COMP
 FD1228  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FD1228
 FD1228  VERT ORDER  -  FIRST     CLASS II
 FD1228
 FD1228.The horizontal coordinates were scaled from a topographic map and have
 FD1228.an estimated accuracy of +/- 6 seconds.
 FD1228
 FD1228.The orthometric height was determined by differential leveling
 FD1228.and adjusted by the National Geodetic Survey in June 1991..
 FD1228
 FD1228.The geoid height was determined by GEOID03.
 FD1228
 FD1228.The dynamic height is computed by dividing the NAVD 88
 FD1228.geopotential number by the normal gravity value computed on the
 FD1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1228.degrees latitude (g = 980.6199 gals.).
 FD1228
 FD1228.The modeled gravity was interpolated from observed gravity values.
 FD1228
 FD1228;                    North         East    Units  Estimated Accuracy
 FD1228;SPC TN       -   136,270.      456,780.      MT  (+/- 180 meters Scaled)
 FD1228
 FD1228                          SUPERSEDED SURVEY CONTROL
 FD1228
 FD1228  NGVD 29 (??/??/92)  292.528  (m)          959.74   (f) ADJ UNCH    1 2
 FD1228
 FD1228.Superseded values are not recommended for survey control.
 FD1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1228.See file dsdata.txt to determine how the superseded data were derived.
 FD1228
 FD1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE474343(NAD 83)
 FD1228_MARKER: DB = BENCH MARK DISK
 FD1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1228_STAMPING: K 175 1949
 FD1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1228+STABILITY: SURFACE MOTION
 FD1228
 FD1228  HISTORY     - Date     Condition        Report By
 FD1228  HISTORY     - 1949     MONUMENTED       CGS
 FD1228  HISTORY     - 1953     GOOD             NGS
 FD1228
 FD1228                          STATION DESCRIPTION
 FD1228
 FD1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1228'1.6 MI W FROM HOHENWALD.
 FD1228'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1228'NATIONAL BANK AT HOHENWALD, AT A NORTH-SOUTH CROSSROAD, 67 FEET
 FD1228'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 65 FEET WEST OF THE
 FD1228'CENTER LINE OF THE GRAVEL ROAD SOUTH, 109 FEET WEST-SOUTHWEST
 FD1228'AND ACROSS THE GRAVEL ROAD SOUTH FROM A POWER POLE WITH LINES
 FD1228'NORTH-SOUTH AND EAST-WEST, 10 FEET WEST-SOUTHWEST OF A 14-INCH
 FD1228'TRIANGULAR BLAZED OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 FD1228'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FD1228'CONCRETE POST PROJECTING 3 INCHES.
 FD1228
 FD1228                          STATION RECOVERY (1953)
 FD1228
 FD1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0877 ***********************************************************************
 FD0877  DESIGNATION -  K 176
 FD0877  PID         -  FD0877
 FD0877  STATE/COUNTY-  TN/LAWRENCE
 FD0877  USGS QUAD   -  SUMMERTOWN (1976)
 FD0877
 FD0877                         *CURRENT SURVEY CONTROL
 FD0877  ___________________________________________________________________
 FD0877* NAD 83(1986)-  35 27 14.     (N)    087 20 05.     (W)     SCALED    
 FD0877* NAVD 88     -       313.060  (meters)    1027.10   (feet)  ADJUSTED  
 FD0877  ___________________________________________________________________
 FD0877  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0877  DYNAMIC HT  -         312.771 (meters)    1026.15  (feet)  COMP
 FD0877  MODELED GRAV-     979,701.8   (mgal)                       NAVD 88
 FD0877
 FD0877  VERT ORDER  -  FIRST     CLASS II
 FD0877
 FD0877.The horizontal coordinates were scaled from a topographic map and have
 FD0877.an estimated accuracy of +/- 6 seconds.
 FD0877
 FD0877.The orthometric height was determined by differential leveling
 FD0877.and adjusted by the National Geodetic Survey in June 1991..
 FD0877
 FD0877.The geoid height was determined by GEOID03.
 FD0877
 FD0877.The dynamic height is computed by dividing the NAVD 88
 FD0877.geopotential number by the normal gravity value computed on the
 FD0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0877.degrees latitude (g = 980.6199 gals.).
 FD0877
 FD0877.The modeled gravity was interpolated from observed gravity values.
 FD0877
 FD0877;                    North         East    Units  Estimated Accuracy
 FD0877;SPC TN       -   125,150.      478,840.      MT  (+/- 180 meters Scaled)
 FD0877
 FD0877                          SUPERSEDED SURVEY CONTROL
 FD0877
 FD0877  NGVD 29 (??/??/92)  313.031  (m)         1027.00   (f) ADJ UNCH    1 2
 FD0877
 FD0877.Superseded values are not recommended for survey control.
 FD0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0877.See file dsdata.txt to determine how the superseded data were derived.
 FD0877
 FD0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE696234(NAD 83)
 FD0877_MARKER: DB = BENCH MARK DISK
 FD0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0877_STAMPING: K 176 1949
 FD0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0877+STABILITY: SURFACE MOTION
 FD0877
 FD0877  HISTORY     - Date     Condition        Report By
 FD0877  HISTORY     - 1949     MONUMENTED       CGS
 FD0877  HISTORY     - 1973     GOOD             TVA
 FD0877
 FD0877                          STATION DESCRIPTION
 FD0877
 FD0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0877'3 MI NW FROM SUMMERTOWN.
 FD0877'ABOUT 2.95 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0877'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION
 FD0877'AT SUMMERTOWN, AT THE LAWRENCE-LEWIS COUNTY LINE, 66 FEET
 FD0877'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 142 FEET SOUTHEAST
 FD0877'AND ACROSS THE HIGHWAY FROM A SIGN ENTER LEWIS COUNTY - LEAVE
 FD0877'LAWRENCE COUNTY, 16 FEET EAST OF THE CENTER LINE OF A TRAIL
 FD0877'LEADING SOUTH, 11 FEET SOUTH-SOUTHEAST OF A 14-INCH FORKED
 FD0877'OAK TREE, 24 FEET NORTH-NORTHEAST OF A 22-INCH OAK TREE, 4 FEET
 FD0877'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0877'4 INCHES.  NOTE-- 2 FEET SOUTH OF STEEL POST AND SURVEY SIGN.
 FD0877
 FD0877                          STATION RECOVERY (1973)
 FD0877
 FD0877'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0288 ***********************************************************************
 GD0288  DESIGNATION -  K 177
 GD0288  PID         -  GD0288
 GD0288  STATE/COUNTY-  TN/WEAKLEY
 GD0288  USGS QUAD   -  DRESDEN (1981)
 GD0288
 GD0288                         *CURRENT SURVEY CONTROL
 GD0288  ___________________________________________________________________
 GD0288* NAD 83(1986)-  36 17 33.     (N)    088 42 30.     (W)     SCALED    
 GD0288* NAVD 88     -       129.556  (meters)     425.05   (feet)  ADJUSTED  
 GD0288  ___________________________________________________________________
 GD0288  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0288  DYNAMIC HT  -         129.449 (meters)     424.70  (feet)  COMP
 GD0288  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GD0288
 GD0288  VERT ORDER  -  FIRST     CLASS II
 GD0288
 GD0288.The horizontal coordinates were scaled from a topographic map and have
 GD0288.an estimated accuracy of +/- 6 seconds.
 GD0288
 GD0288.The orthometric height was determined by differential leveling
 GD0288.and adjusted by the National Geodetic Survey in June 1991..
 GD0288
 GD0288.The geoid height was determined by GEOID03.
 GD0288
 GD0288.The dynamic height is computed by dividing the NAVD 88
 GD0288.geopotential number by the normal gravity value computed on the
 GD0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0288.degrees latitude (g = 980.6199 gals.).
 GD0288
 GD0288.The modeled gravity was interpolated from observed gravity values.
 GD0288
 GD0288;                    North         East    Units  Estimated Accuracy
 GD0288;SPC TN       -   220,740.      356,750.      MT  (+/- 180 meters Scaled)
 GD0288
 GD0288                          SUPERSEDED SURVEY CONTROL
 GD0288
 GD0288  NGVD 29 (??/??/??)  129.579  (m)          425.13   (f) ADJUSTED    1 2
 GD0288
 GD0288.Superseded values are not recommended for survey control.
 GD0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0288.See file dsdata.txt to determine how the superseded data were derived.
 GD0288
 GD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF465177(NAD 83)
 GD0288_MARKER: DB = BENCH MARK DISK
 GD0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0288_SP_SET: BUILDING
 GD0288_STAMPING: K 177 1949
 GD0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0288+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 GD0288
 GD0288  HISTORY     - Date     Condition        Report By
 GD0288  HISTORY     - 1949     MONUMENTED       CGS
 GD0288  HISTORY     - 1967     GOOD             CGS
 GD0288  HISTORY     - 20020827 GOOD             USACE
 GD0288
 GD0288                          STATION DESCRIPTION
 GD0288
 GD0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0288'AT DRESDEN.
 GD0288'AT DRESDEN, AT THE POST OFFICE BUILDING, NEAR THE NORTHWEST
 GD0288'CORNER OF THE COURT HOUSE SQUARE, SET IN THE TOP AND 1 FOOT
 GD0288'WEST OF THE EAST END OF THE CONCRETE RETAINING WALL FOR A STAIRWAY
 GD0288'TO DOWN STAIRS OFFICES OF THE POST OFFICE BUILDING, 33 FEET NORTH
 GD0288'OF THE SOUTHWEST CORNER OF THE POST OFFICE, 1 FOOT WEST OF THE
 GD0288'WEST FACE OF THE BUILDING.
 GD0288
 GD0288                          STATION RECOVERY (1967)
 GD0288
 GD0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0288'RECOVERED IN GOOD CONDITION.
 GD0288
 GD0288                          STATION RECOVERY (2002)
 GD0288
 GD0288'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0198 ***********************************************************************
 FD0198  DESIGNATION -  K 178
 FD0198  PID         -  FD0198
 FD0198  STATE/COUNTY-  TN/FRANKLIN
 FD0198  USGS QUAD   -  BEANS CREEK (1975)
 FD0198
 FD0198                         *CURRENT SURVEY CONTROL
 FD0198  ___________________________________________________________________
 FD0198* NAD 83(1986)-  35 04 43.     (N)    086 13 56.     (W)     SCALED    
 FD0198* NAVD 88     -       273.030  (meters)     895.77   (feet)  ADJUSTED  
 FD0198  ___________________________________________________________________
 FD0198  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0198  DYNAMIC HT  -         272.760 (meters)     894.88  (feet)  COMP
 FD0198  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 FD0198
 FD0198  VERT ORDER  -  FIRST     CLASS II
 FD0198
 FD0198.The horizontal coordinates were scaled from a topographic map and have
 FD0198.an estimated accuracy of +/- 6 seconds.
 FD0198
 FD0198.The orthometric height was determined by differential leveling
 FD0198.and adjusted by the National Geodetic Survey in June 1991..
 FD0198
 FD0198.The geoid height was determined by GEOID03.
 FD0198
 FD0198.The dynamic height is computed by dividing the NAVD 88
 FD0198.geopotential number by the normal gravity value computed on the
 FD0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0198.degrees latitude (g = 980.6199 gals.).
 FD0198
 FD0198.The modeled gravity was interpolated from observed gravity values.
 FD0198
 FD0198;                    North         East    Units  Estimated Accuracy
 FD0198;SPC TN       -    82,720.      578,820.      MT  (+/- 180 meters Scaled)
 FD0198
 FD0198                          SUPERSEDED SURVEY CONTROL
 FD0198
 FD0198  NGVD 29 (??/??/92)  272.994  (m)          895.65   (f) ADJ UNCH    1 2
 FD0198
 FD0198.Superseded values are not recommended for survey control.
 FD0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0198.See file dsdata.txt to determine how the superseded data were derived.
 FD0198
 FD0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED699820(NAD 83)
 FD0198_MARKER: DB = BENCH MARK DISK
 FD0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0198_SP_SET: FOUNDATION
 FD0198_STAMPING: K 178 1949
 FD0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0198
 FD0198  HISTORY     - Date     Condition        Report By
 FD0198  HISTORY     - 1949     MONUMENTED       CGS
 FD0198
 FD0198                          STATION DESCRIPTION
 FD0198
 FD0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0198'1.4 MI NE FROM BEANS CREEK.
 FD0198'1.45 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0198'LOUIS RAILWAY FROM THE STATION AT BEANS CREEK, ABOUT 1.0 MILE
 FD0198'SOUTHWEST OF THE STATION AT MAXWELL, SET IN THE TOP OF THE
 FD0198'CONCRETE FOUNDATION OF THE SOUTHWEST OUTSIDE LEG OF A RAILWAY
 FD0198'WATER TANK, 122 FEET SOUTHWEST AND ACROSS TRACK FROM MILE POST 13,
 FD0198'14 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 1/2 FOOT
 FD0198'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0174 ***********************************************************************
 FD0174  DESIGNATION -  K 179
 FD0174  PID         -  FD0174
 FD0174  STATE/COUNTY-  TN/LINCOLN
 FD0174  USGS QUAD   -  FLINTVILLE (1972)
 FD0174
 FD0174                         *CURRENT SURVEY CONTROL
 FD0174  ___________________________________________________________________
 FD0174* NAD 83(1986)-  35 06 58.     (N)    086 27 35.     (W)     SCALED    
 FD0174* NAVD 88     -       228.115  (meters)     748.41   (feet)  ADJUSTED  
 FD0174  ___________________________________________________________________
 FD0174  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FD0174  DYNAMIC HT  -         227.899 (meters)     747.70  (feet)  COMP
 FD0174  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 FD0174
 FD0174  VERT ORDER  -  FIRST     CLASS II
 FD0174
 FD0174.The horizontal coordinates were scaled from a topographic map and have
 FD0174.an estimated accuracy of +/- 6 seconds.
 FD0174
 FD0174.The orthometric height was determined by differential leveling
 FD0174.and adjusted by the National Geodetic Survey in June 1991..
 FD0174
 FD0174.The geoid height was determined by GEOID03.
 FD0174
 FD0174.The dynamic height is computed by dividing the NAVD 88
 FD0174.geopotential number by the normal gravity value computed on the
 FD0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0174.degrees latitude (g = 980.6199 gals.).
 FD0174
 FD0174.The modeled gravity was interpolated from observed gravity values.
 FD0174
 FD0174;                    North         East    Units  Estimated Accuracy
 FD0174;SPC TN       -    86,950.      558,090.      MT  (+/- 180 meters Scaled)
 FD0174
 FD0174                          SUPERSEDED SURVEY CONTROL
 FD0174
 FD0174  NGVD 29 (??/??/92)  228.092  (m)          748.33   (f) ADJ UNCH    1 2
 FD0174
 FD0174.Superseded values are not recommended for survey control.
 FD0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0174.See file dsdata.txt to determine how the superseded data were derived.
 FD0174
 FD0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED492860(NAD 83)
 FD0174_MARKER: DB = BENCH MARK DISK
 FD0174_SETTING: 66 = SET IN ROCK OUTCROP
 FD0174_SP_SET: ROCK OUTCROP
 FD0174_STAMPING: K 179 1949
 FD0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0174+STABILITY: POSITION/ELEVATION WELL
 FD0174
 FD0174  HISTORY     - Date     Condition        Report By
 FD0174  HISTORY     - 1949     MONUMENTED       CGS
 FD0174  HISTORY     - 20010812 MARK NOT FOUND   TNDT
 FD0174
 FD0174                          STATION DESCRIPTION
 FD0174
 FD0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0174'0.8 MI SE FROM KELSO.
 FD0174'0.75 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0174'LOUIS RAILWAY FROM THE STATION AT KELSO, AT A HOUSE OWNED BY
 FD0174'MR. W.C. SOLOMON, SET IN THE TOP OF AN OUTCROPPING OF ROCK,
 FD0174'84 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE TRACK AT
 FD0174'A FARM ROAD CROSSING, 70 1/2 FEET WEST AND ACROSS THE TRACK FROM
 FD0174'THE NORTHWEST CORNER OF THE HOUSE, 15 FEET NORTHEAST OF THE
 FD0174'CENTER LINE OF A ROAD PARALLELING THE TRACK, 6.3 FEET SOUTHWEST
 FD0174'OF THE SOUTHWEST RAIL, 1 FOOT SOUTHWEST OF THE NORTHEAST EDGE
 FD0174'OF THE ROCK OUTCROP AND ABOUT 1/2 FOOT BELOW THE TRACK.
 FD0174
 FD0174                          STATION RECOVERY (2001)
 FD0174
 FD0174'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0162 ***********************************************************************
 GD0162  DESIGNATION -  K 18
 GD0162  PID         -  GD0162
 GD0162  STATE/COUNTY-  TN/HENRY
 GD0162  USGS QUAD   -  PARIS (1986)
 GD0162
 GD0162                         *CURRENT SURVEY CONTROL
 GD0162  ___________________________________________________________________
 GD0162* NAD 83(1986)-  36 18 06.     (N)    088 19 34.     (W)     SCALED    
 GD0162* NAVD 88     -       158.299  (meters)     519.35   (feet)  ADJUSTED  
 GD0162  ___________________________________________________________________
 GD0162  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0162  DYNAMIC HT  -         158.169 (meters)     518.93  (feet)  COMP
 GD0162  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GD0162
 GD0162  VERT ORDER  -  FIRST     CLASS II
 GD0162
 GD0162.The horizontal coordinates were scaled from a topographic map and have
 GD0162.an estimated accuracy of +/- 6 seconds.
 GD0162
 GD0162.The orthometric height was determined by differential leveling
 GD0162.and adjusted by the National Geodetic Survey in June 1991..
 GD0162
 GD0162.The geoid height was determined by GEOID03.
 GD0162
 GD0162.The dynamic height is computed by dividing the NAVD 88
 GD0162.geopotential number by the normal gravity value computed on the
 GD0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0162.degrees latitude (g = 980.6199 gals.).
 GD0162
 GD0162.The modeled gravity was interpolated from observed gravity values.
 GD0162
 GD0162;                    North         East    Units  Estimated Accuracy
 GD0162;SPC TN       -   220,870.      391,090.      MT  (+/- 180 meters Scaled)
 GD0162
 GD0162                          SUPERSEDED SURVEY CONTROL
 GD0162
 GD0162  NGVD 29 (??/??/??)  158.341  (m)          519.49   (f) ADJUSTED    1 2
 GD0162
 GD0162.Superseded values are not recommended for survey control.
 GD0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0162.See file dsdata.txt to determine how the superseded data were derived.
 GD0162
 GD0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF809182(NAD 83)
 GD0162_MARKER: DB = BENCH MARK DISK
 GD0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0162_SP_SET: STEP
 GD0162_STAMPING: 519.707 K 18 1934
 GD0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0162+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0162
 GD0162  HISTORY     - Date     Condition        Report By
 GD0162  HISTORY     - 1934     MONUMENTED       CGS
 GD0162  HISTORY     - 1935     GOOD             CGS
 GD0162  HISTORY     - 1971     GOOD             NGS
 GD0162  HISTORY     - 20040416 GOOD             GEOCAC
 GD0162  HISTORY     - 20040508 GOOD             USACE
 GD0162
 GD0162                          STATION DESCRIPTION
 GD0162
 GD0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0162'AT PARIS.
 GD0162'AT PARIS, HENRY COUNTY, NEAR THE SOUTHWEST CORNER OF THE
 GD0162'COURTHOUSE SQUARE, AT THE INTERSECTION OF MARKET AND WOOD
 GD0162'STREETS, 34 FEET EAST OF THE EAST CURB OF MARKET STREET, 11.3
 GD0162'FEET SOUTH OF THE SOUTH CURB OF WOOD STREET, AT THE POST OFFICE,
 GD0162'AT THE NORTH ENTRANCE TO THE BASEMENT, IN THE TOP OF THE WEST
 GD0162'END OF THE TOP STEP, AND LEVEL WITH THE SIDEWALK.  A STANDARD
 GD0162'DISK, STAMPED 519.707 K 18 1934.  NOTE-- NEW CONCRETE SIDEWALK
 GD0162'HAS BEEN POURED, BUT MARKER DOES NOT APPEAR TO HAVE BEEN
 GD0162'DISTURBED.
 GD0162
 GD0162                          STATION RECOVERY (1971)
 GD0162
 GD0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0162'RECOVERED IN GOOD CONDITION.
 GD0162
 GD0162                          STATION RECOVERY (2004)
 GD0162
 GD0162'RECOVERY NOTE BY GEOCACHING 2004 (RCB)
 GD0162'HANDHELD GPS COORDINATES ARE 36 18 6.3 N, 88 19 34.2 W
 GD0162' 
 GD0162
 GD0162                          STATION RECOVERY (2004)
 GD0162
 GD0162'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0316 ***********************************************************************
 FD0316  DESIGNATION -  K 180
 FD0316  PID         -  FD0316
 FD0316  STATE/COUNTY-  TN/MARSHALL
 FD0316  USGS QUAD   -  PETERSBURG (1980)
 FD0316
 FD0316                         *CURRENT SURVEY CONTROL
 FD0316  ___________________________________________________________________
 FD0316* NAD 83(1986)-  35 20 49.     (N)    086 40 32.     (W)     SCALED    
 FD0316* NAVD 88     -       241.112  (meters)     791.05   (feet)  ADJUSTED  
 FD0316  ___________________________________________________________________
 FD0316  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0316  DYNAMIC HT  -         240.889 (meters)     790.32  (feet)  COMP
 FD0316  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FD0316
 FD0316  VERT ORDER  -  FIRST     CLASS II
 FD0316
 FD0316.The horizontal coordinates were scaled from a topographic map and have
 FD0316.an estimated accuracy of +/- 6 seconds.
 FD0316
 FD0316.The orthometric height was determined by differential leveling
 FD0316.and adjusted by the National Geodetic Survey in June 1991..
 FD0316
 FD0316.The geoid height was determined by GEOID03.
 FD0316
 FD0316.The dynamic height is computed by dividing the NAVD 88
 FD0316.geopotential number by the normal gravity value computed on the
 FD0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0316.degrees latitude (g = 980.6199 gals.).
 FD0316
 FD0316.The modeled gravity was interpolated from observed gravity values.
 FD0316
 FD0316;                    North         East    Units  Estimated Accuracy
 FD0316;SPC TN       -   112,670.      538,590.      MT  (+/- 180 meters Scaled)
 FD0316
 FD0316                          SUPERSEDED SURVEY CONTROL
 FD0316
 FD0316  NGVD 29 (??/??/92)  241.086  (m)          790.96   (f) ADJ UNCH    1 2
 FD0316
 FD0316.Superseded values are not recommended for survey control.
 FD0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0316.See file dsdata.txt to determine how the superseded data were derived.
 FD0316
 FD0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE294115(NAD 83)
 FD0316_MARKER: DB = BENCH MARK DISK
 FD0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0316_SP_SET: CULVERT
 FD0316_STAMPING: K 180 1949
 FD0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0316
 FD0316  HISTORY     - Date     Condition        Report By
 FD0316  HISTORY     - 1949     MONUMENTED       CGS
 FD0316
 FD0316                          STATION DESCRIPTION
 FD0316
 FD0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0316'3.2 MI NW FROM PETERSBURG.
 FD0316'3.15 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0316'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, ABOUT 0.8 MILE
 FD0316'SOUTHEAST OF THE ROAD CROSSING AT TALLEY, ABOUT 0.2 MILE SOUTHEAST
 FD0316'OF A FARM ROAD CROSSING, SET IN THE TOP OF THE SOUTHEAST END OF
 FD0316'THE NORTHEAST CONCRETE HEAD WALL OF A 5-FOOT STONE CULVERT,
 FD0316'87 FEET EAST AND ACROSS THE TRACK FROM POLE NO. 55/10, 6.3 FEET
 FD0316'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 1 FOOT BELOW THE
 FD0316'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0187 ***********************************************************************
 GD0187  DESIGNATION -  K 181
 GD0187  PID         -  GD0187
 GD0187  STATE/COUNTY-  TN/HENRY
 GD0187  USGS QUAD   -  PARIS (1986)
 GD0187
 GD0187                         *CURRENT SURVEY CONTROL
 GD0187  ___________________________________________________________________
 GD0187* NAD 83(1986)-  36 19 46.     (N)    088 21 09.     (W)     SCALED    
 GD0187* NAVD 88     -       179.212  (meters)     587.96   (feet)  ADJUSTED  
 GD0187  ___________________________________________________________________
 GD0187  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0187  DYNAMIC HT  -         179.064 (meters)     587.48  (feet)  COMP
 GD0187  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GD0187
 GD0187  VERT ORDER  -  FIRST     CLASS II
 GD0187
 GD0187.The horizontal coordinates were scaled from a topographic map and have
 GD0187.an estimated accuracy of +/- 6 seconds.
 GD0187
 GD0187.The orthometric height was determined by differential leveling
 GD0187.and adjusted by the National Geodetic Survey in June 1991..
 GD0187
 GD0187.The geoid height was determined by GEOID03.
 GD0187
 GD0187.The dynamic height is computed by dividing the NAVD 88
 GD0187.geopotential number by the normal gravity value computed on the
 GD0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0187.degrees latitude (g = 980.6199 gals.).
 GD0187
 GD0187.The modeled gravity was interpolated from observed gravity values.
 GD0187
 GD0187;                    North         East    Units  Estimated Accuracy
 GD0187;SPC TN       -   224,010.      388,800.      MT  (+/- 180 meters Scaled)
 GD0187
 GD0187                          SUPERSEDED SURVEY CONTROL
 GD0187
 GD0187  NGVD 29 (??/??/??)  179.251  (m)          588.09   (f) ADJUSTED    1 2
 GD0187
 GD0187.Superseded values are not recommended for survey control.
 GD0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0187.See file dsdata.txt to determine how the superseded data were derived.
 GD0187
 GD0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF786213(NAD 83)
 GD0187_MARKER: DB = BENCH MARK DISK
 GD0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0187_STAMPING: K 181 1949
 GD0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0187+STABILITY: SURFACE MOTION
 GD0187
 GD0187  HISTORY     - Date     Condition        Report By
 GD0187  HISTORY     - 1949     MONUMENTED       CGS
 GD0187  HISTORY     - 1971     MARK NOT FOUND   NGS
 GD0187
 GD0187                          STATION DESCRIPTION
 GD0187
 GD0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0187'2.8 MI NW FROM PARIS.
 GD0187'ABOUT 2.85 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE
 GD0187'COURT HOUSE AT PARIS, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY
 GD0187'WITH TANGENTS WEST AND SOUTHEAST, 27.5 FEET NORTH OF THE CENTER
 GD0187'LINE OF THE HIGHWAY, 15 FEET NORTHWEST OF THE CENTER LINE OF A
 GD0187'DRIVE NORTHEAST TO A FARM HOUSE, 3 FEET SOUTH OF A WIRE FENCE,
 GD0187'13 FEET WEST-SOUTHWEST OF THE WEST POST OF A GATE, 124 FEET WEST
 GD0187'OF THE SOUTHWEST CORNER OF THE HOUSE, 2 FEET NORTH OF A WHITE
 GD0187'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 GD0187'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GD0187
 GD0187                          STATION RECOVERY (1971)
 GD0187
 GD0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1388 ***********************************************************************
 GC1388  DESIGNATION -  K 182
 GC1388  PID         -  GC1388
 GC1388  STATE/COUNTY-  TN/MONTGOMERY
 GC1388  USGS QUAD   -  EXCELL (1983)
 GC1388
 GC1388                         *CURRENT SURVEY CONTROL
 GC1388  ___________________________________________________________________
 GC1388* NAD 83(1986)-  36 28 25.     (N)    087 17 51.     (W)     SCALED    
 GC1388* NAVD 88     -       123.350  (meters)     404.69   (feet)  ADJUSTED  
 GC1388  ___________________________________________________________________
 GC1388  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC1388  DYNAMIC HT  -         123.247 (meters)     404.35  (feet)  COMP
 GC1388  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GC1388
 GC1388  VERT ORDER  -  FIRST     CLASS II
 GC1388
 GC1388.The horizontal coordinates were scaled from a topographic map and have
 GC1388.an estimated accuracy of +/- 6 seconds.
 GC1388
 GC1388.The orthometric height was determined by differential leveling
 GC1388.and adjusted by the National Geodetic Survey in June 1991..
 GC1388
 GC1388.The geoid height was determined by GEOID03.
 GC1388
 GC1388.The dynamic height is computed by dividing the NAVD 88
 GC1388.geopotential number by the normal gravity value computed on the
 GC1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1388.degrees latitude (g = 980.6199 gals.).
 GC1388
 GC1388.The modeled gravity was interpolated from observed gravity values.
 GC1388
 GC1388;                    North         East    Units  Estimated Accuracy
 GC1388;SPC TN       -   238,240.      483,720.      MT  (+/- 180 meters Scaled)
 GC1388
 GC1388                          SUPERSEDED SURVEY CONTROL
 GC1388
 GC1388  NGVD 29 (??/??/92)  123.414  (m)          404.90   (f) ADJ UNCH    1 2
 GC1388
 GC1388.Superseded values are not recommended for survey control.
 GC1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1388.See file dsdata.txt to determine how the superseded data were derived.
 GC1388
 GC1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF733365(NAD 83)
 GC1388_MARKER: DB = BENCH MARK DISK
 GC1388_SETTING: 66 = SET IN ROCK OUTCROP
 GC1388_SP_SET: ROCK CUT
 GC1388_STAMPING: K 182 1949
 GC1388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1388+STABILITY: POSITION/ELEVATION WELL
 GC1388
 GC1388  HISTORY     - Date     Condition        Report By
 GC1388  HISTORY     - 1949     MONUMENTED       CGS
 GC1388  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1388
 GC1388                          STATION DESCRIPTION
 GC1388
 GC1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1388'6.2 MI SE FROM CLARKSVILLE.
 GC1388'6.2 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1388'STATION AT CLARKSVILLE, ABOUT 0.25 MILE SOUTH OF THE SOUTH END
 GC1388'OF THE STEEL SPAN BRIDGE OVER MC ADOO CREEK, ABOUT 320 YARDS
 GC1388'SOUTH OF MILE POST H 50, 62 FEET SOUTH OF THE NORTH END OF ROCKY
 GC1388'PART OF A CUT, 7 FEET EAST OF THE EAST RAIL, SET IN THE TOP AND
 GC1388'6 INCHES EAST OF THE WEST EDGE OF A SMALL LEDGE IN ROCK CUT AND
 GC1388'ABOUT 4 1/2 FEET ABOVE THE TRACK.
 GC1388
 GC1388                          STATION RECOVERY (1984)
 GC1388
 GC1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1388'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0846 ***********************************************************************
 EE0846  DESIGNATION -  K 183
 EE0846  PID         -  EE0846
 EE0846  STATE/COUNTY-  TN/MARION
 EE0846  USGS QUAD   -  BRIDGEPORT (1983)
 EE0846
 EE0846                         *CURRENT SURVEY CONTROL
 EE0846  ___________________________________________________________________
 EE0846* NAD 83(1986)-  34 59 42.     (N)    085 38 38.     (W)     SCALED    
 EE0846* NAVD 88     -       198.767  (meters)     652.12   (feet)  ADJUSTED  
 EE0846  ___________________________________________________________________
 EE0846  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EE0846  DYNAMIC HT  -         198.572 (meters)     651.48  (feet)  COMP
 EE0846  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 EE0846
 EE0846  VERT ORDER  -  FIRST     CLASS II
 EE0846
 EE0846.The horizontal coordinates were scaled from a topographic map and have
 EE0846.an estimated accuracy of +/- 6 seconds.
 EE0846
 EE0846.The orthometric height was determined by differential leveling
 EE0846.and adjusted by the National Geodetic Survey in June 1991..
 EE0846
 EE0846.The geoid height was determined by GEOID03.
 EE0846
 EE0846.The dynamic height is computed by dividing the NAVD 88
 EE0846.geopotential number by the normal gravity value computed on the
 EE0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0846.degrees latitude (g = 980.6199 gals.).
 EE0846
 EE0846.The modeled gravity was interpolated from observed gravity values.
 EE0846
 EE0846;                    North         East    Units  Estimated Accuracy
 EE0846;SPC TN       -    73,470.      632,510.      MT  (+/- 180 meters Scaled)
 EE0846
 EE0846                          SUPERSEDED SURVEY CONTROL
 EE0846
 EE0846  NGVD 29 (??/??/92)  198.763  (m)          652.11   (f) ADJ UNCH    1 2
 EE0846
 EE0846.Superseded values are not recommended for survey control.
 EE0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0846.See file dsdata.txt to determine how the superseded data were derived.
 EE0846
 EE0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD237733(NAD 83)
 EE0846_MARKER: DB = BENCH MARK DISK
 EE0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0846_STAMPING: K 183 1950
 EE0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0846+STABILITY: SURFACE MOTION
 EE0846
 EE0846  HISTORY     - Date     Condition        Report By
 EE0846  HISTORY     - 1950     MONUMENTED       CGS
 EE0846  HISTORY     - 1963     GOOD             NGS
 EE0846
 EE0846                          STATION DESCRIPTION
 EE0846
 EE0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0846'2.1 MI NE FROM LONG ISLAND.
 EE0846'ABOUT 2.1 MILES NE ALONG SOUTHERN AND THE LOUISVILLE AND NASHVILLE
 EE0846'RAILROADS FROM THE STATION AT LONG ISLAND, ABOUT 0.8 MILE NE
 EE0846'ALONG SAME FROM THE TENNESSEE-ALABAMA BOUNDARY, ABOUT 0.3 MILE SW
 EE0846'OF MOORES CROSSING, AT OLD PRIVATE ROAD CROSSING, 20 FEET S
 EE0846'OF THE LINE OF E-W FENCES, 21.3 FEET SE OF SE RAIL OF MAIN LINE
 EE0846'DOUBLE TRACKS, 3.8 FEET LOWER THAN TOP OF SAME, 11 FEET SW OF
 EE0846'CENTER LINE OF THE PRIVATE ROAD, 1.5 FEET SW OF STEEL T.V.A.
 EE0846'WITNESS POST, ONE FOOT NW OF A FENCE, AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1104 ***********************************************************************
 FC1104  DESIGNATION -  K 184
 FC1104  PID         -  FC1104
 FC1104  STATE/COUNTY-  TN/HAMILTON
 FC1104  USGS QUAD   -  DAISY (1976)
 FC1104
 FC1104                         *CURRENT SURVEY CONTROL
 FC1104  ___________________________________________________________________
 FC1104* NAD 83(1986)-  35 07 50.     (N)    085 14 03.     (W)     SCALED    
 FC1104* NAVD 88     -       206.403  (meters)     677.17   (feet)  ADJUSTED  
 FC1104  ___________________________________________________________________
 FC1104  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1104  DYNAMIC HT  -         206.199 (meters)     676.50  (feet)  COMP
 FC1104  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 FC1104
 FC1104  VERT ORDER  -  FIRST     CLASS II
 FC1104
 FC1104.The horizontal coordinates were scaled from a topographic map and have
 FC1104.an estimated accuracy of +/- 6 seconds.
 FC1104
 FC1104.The orthometric height was determined by differential leveling
 FC1104.and adjusted by the National Geodetic Survey in June 1991..
 FC1104
 FC1104.The geoid height was determined by GEOID03.
 FC1104
 FC1104.The dynamic height is computed by dividing the NAVD 88
 FC1104.geopotential number by the normal gravity value computed on the
 FC1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1104.degrees latitude (g = 980.6199 gals.).
 FC1104
 FC1104.The modeled gravity was interpolated from observed gravity values.
 FC1104
 FC1104;                    North         East    Units  Estimated Accuracy
 FC1104;SPC TN       -    88,730.      669,800.      MT  (+/- 180 meters Scaled)
 FC1104
 FC1104                          SUPERSEDED SURVEY CONTROL
 FC1104
 FC1104  NGVD 29 (??/??/92)  206.446  (m)          677.31   (f) ADJ UNCH    1 2
 FC1104
 FC1104.Superseded values are not recommended for survey control.
 FC1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1104.See file dsdata.txt to determine how the superseded data were derived.
 FC1104
 FC1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD608889(NAD 83)
 FC1104_MARKER: DB = BENCH MARK DISK
 FC1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1104_STAMPING: K 184 1950
 FC1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1104+STABILITY: SURFACE MOTION
 FC1104
 FC1104  HISTORY     - Date     Condition        Report By
 FC1104  HISTORY     - 1950     MONUMENTED       CGS
 FC1104  HISTORY     - 1972     GOOD             TVA
 FC1104  HISTORY     - 19980718 MARK NOT FOUND   USPSQD
 FC1104
 FC1104                          STATION DESCRIPTION
 FC1104
 FC1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1104'0.9 MI S FROM HIXON.
 FC1104'ABOUT 0.9 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FC1104'HIXON, AT A ROAD CROSSING, 58 FEET SOUTHWEST OF THE CENTER OF
 FC1104'THE CROSSING, 43 1/2 FEET WEST OF THE WEST RAIL, 11 FEET SOUTH OF
 FC1104'THE CENTER LINE OF THE ROAD, 18 1/2 FEET NORTH OF POWER POLE
 FC1104'NO. D 8119, 10 FEET SOUTHWEST OF THE SOUTH END OF A 12-INCH TILE
 FC1104'PIPE CULVERT UNDER ROAD, 6 1/2 FEET EAST-SOUTHEAST OF A FENCE
 FC1104'CORNER, 1 1/2 FEET EAST OF A T.V.A. STEEL WITNESS POST, ABOUT
 FC1104'4 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FC1104'PROJECTING 2 INCHES.
 FC1104
 FC1104                          STATION RECOVERY (1972)
 FC1104
 FC1104'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1104'RECOVERED IN GOOD CONDITION.
 FC1104
 FC1104                          STATION RECOVERY (1998)
 FC1104
 FC1104'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0477 ***********************************************************************
 FD0477  DESIGNATION -  K 185
 FD0477  PID         -  FD0477
 FD0477  STATE/COUNTY-  TN/MAURY
 FD0477  USGS QUAD   -  GLENDALE (1981)
 FD0477
 FD0477                         *CURRENT SURVEY CONTROL
 FD0477  ___________________________________________________________________
 FD0477* NAD 83(1986)-  35 31 09.     (N)    086 53 54.     (W)     SCALED    
 FD0477* NAVD 88     -       223.596  (meters)     733.58   (feet)  ADJUSTED  
 FD0477  ___________________________________________________________________
 FD0477  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0477  DYNAMIC HT  -         223.397 (meters)     732.93  (feet)  COMP
 FD0477  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 FD0477
 FD0477  VERT ORDER  -  FIRST     CLASS II
 FD0477
 FD0477.The horizontal coordinates were scaled from a topographic map and have
 FD0477.an estimated accuracy of +/- 6 seconds.
 FD0477
 FD0477.The orthometric height was determined by differential leveling
 FD0477.and adjusted by the National Geodetic Survey in June 1991..
 FD0477
 FD0477.The geoid height was determined by GEOID03.
 FD0477
 FD0477.The dynamic height is computed by dividing the NAVD 88
 FD0477.geopotential number by the normal gravity value computed on the
 FD0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0477.degrees latitude (g = 980.6199 gals.).
 FD0477
 FD0477.The modeled gravity was interpolated from observed gravity values.
 FD0477
 FD0477;                    North         East    Units  Estimated Accuracy
 FD0477;SPC TN       -   131,940.      518,520.      MT  (+/- 180 meters Scaled)
 FD0477
 FD0477                          SUPERSEDED SURVEY CONTROL
 FD0477
 FD0477  NGVD 29 (??/??/92)  223.581  (m)          733.53   (f) ADJ UNCH    1 2
 FD0477
 FD0477.Superseded values are not recommended for survey control.
 FD0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0477.See file dsdata.txt to determine how the superseded data were derived.
 FD0477
 FD0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE092306(NAD 83)
 FD0477_MARKER: DB = BENCH MARK DISK
 FD0477_SETTING: 66 = SET IN ROCK OUTCROP
 FD0477_SP_SET: ROCK OUTCROP
 FD0477_STAMPING: K 185 1949
 FD0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0477+STABILITY: POSITION/ELEVATION WELL
 FD0477
 FD0477  HISTORY     - Date     Condition        Report By
 FD0477  HISTORY     - 1949     MONUMENTED       CGS
 FD0477  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0477
 FD0477                          STATION DESCRIPTION
 FD0477
 FD0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0477'0.7 MI NW FROM BRYANT.
 FD0477'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0477'SCHOOL AT BRYANT, ABOUT 0.75 MILE SOUTHEAST OF PARK STATION
 FD0477'SCHOOL ON NORTHEAST SIDE OF HIGHWAY, AT A SMALL 1 1/2 STORY
 FD0477'WHITE HOUSE OWNED BY EDWARD LEE, SET IN THE TOP OF AN OUTCROPPING
 FD0477'ROCK IN WEST SIDE OF LAWN, 59 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FD0477'CORNER OF THE BRICK CHIMNEY OF HOUSE, 92 FEET NORTH OF THE CENTER
 FD0477'LINE OF THE HIGHWAY, 57 FEET SOUTH-SOUTHWEST OF A 6-INCH DRILLED
 FD0477'WELL, 24 1/2 FEET SOUTHEAST OF A FENCE LINE, 11 FEET SOUTH-SOUTHWEST
 FD0477'OF AN 8-INCH MAPLE TREE, AND ABOUT 1 1/2 FEET BELOW THE HIGHWAY.
 FD0477
 FD0477                          STATION RECOVERY (1972)
 FD0477
 FD0477'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0043 ***********************************************************************
 FD0043  DESIGNATION -  K 186
 FD0043  PID         -  FD0043
 FD0043  STATE/COUNTY-  TN/RUTHERFORD
 FD0043  USGS QUAD   -  WALTERHILL (1998)
 FD0043
 FD0043                         *CURRENT SURVEY CONTROL
 FD0043  ___________________________________________________________________
 FD0043* NAD 83(1986)-  35 57 05.     (N)    086 29 33.     (W)     SCALED    
 FD0043* NAVD 88     -       174.955  (meters)     574.00   (feet)  ADJUSTED  
 FD0043  ___________________________________________________________________
 FD0043  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FD0043  DYNAMIC HT  -         174.805 (meters)     573.51  (feet)  COMP
 FD0043  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 FD0043
 FD0043  VERT ORDER  -  FIRST     CLASS II
 FD0043
 FD0043.The horizontal coordinates were scaled from a topographic map and have
 FD0043.an estimated accuracy of +/- 6 seconds.
 FD0043
 FD0043.The orthometric height was determined by differential leveling
 FD0043.and adjusted by the National Geodetic Survey in June 1991..
 FD0043
 FD0043.The geoid height was determined by GEOID03.
 FD0043
 FD0043.The dynamic height is computed by dividing the NAVD 88
 FD0043.geopotential number by the normal gravity value computed on the
 FD0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0043.degrees latitude (g = 980.6199 gals.).
 FD0043
 FD0043.The modeled gravity was interpolated from observed gravity values.
 FD0043
 FD0043;                    North         East    Units  Estimated Accuracy
 FD0043;SPC TN       -   179,630.      555,570.      MT  (+/- 180 meters Scaled)
 FD0043
 FD0043                          SUPERSEDED SURVEY CONTROL
 FD0043
 FD0043  NGVD 29 (??/??/92)  174.972  (m)          574.05   (f) ADJ UNCH    1 2
 FD0043
 FD0043.Superseded values are not recommended for survey control.
 FD0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0043.See file dsdata.txt to determine how the superseded data were derived.
 FD0043
 FD0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE457786(NAD 83)
 FD0043_MARKER: DB = BENCH MARK DISK
 FD0043_SETTING: 66 = SET IN ROCK OUTCROP
 FD0043_SP_SET: ROCK OUTCROP
 FD0043_STAMPING: K 186 1949
 FD0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0043+STABILITY: POSITION/ELEVATION WELL
 FD0043
 FD0043  HISTORY     - Date     Condition        Report By
 FD0043  HISTORY     - 1949     MONUMENTED       CGS
 FD0043  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0043
 FD0043                          STATION DESCRIPTION
 FD0043
 FD0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0043'2.6 MI SE FROM SMYRNA.
 FD0043'2.65 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0043'LOUIS RAILWAY FROM THE STATION AT SMYRNA, AT THE NORTHWEST END OF
 FD0043'A CUT, 33 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 26 FEET
 FD0043'NORTHEAST OF A METAL RAILWAY BATTERY BOX, 4.8 FEET EAST-NORTHEAST
 FD0043'OF POLE 22/25, 2 FEET BELOW THE TRACK AND SET IN AN OUTCROP
 FD0043'OF ROCK.
 FD0043
 FD0043                          STATION RECOVERY (2001)
 FD0043
 FD0043'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0379 ***********************************************************************
 GC0379  DESIGNATION -  K 188
 GC0379  PID         -  GC0379
 GC0379  STATE/COUNTY-  TN/DAVIDSON
 GC0379  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0379
 GC0379                         *CURRENT SURVEY CONTROL
 GC0379  ___________________________________________________________________
 GC0379* NAD 83(1986)-  36 12 11.     (N)    086 51 12.     (W)     SCALED    
 GC0379* NAVD 88     -       127.442  (meters)     418.12   (feet)  ADJUSTED  
 GC0379  ___________________________________________________________________
 GC0379  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0379  DYNAMIC HT  -         127.332 (meters)     417.76  (feet)  COMP
 GC0379  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 GC0379
 GC0379  VERT ORDER  -  FIRST     CLASS II
 GC0379
 GC0379.The horizontal coordinates were scaled from a topographic map and have
 GC0379.an estimated accuracy of +/- 6 seconds.
 GC0379
 GC0379.The orthometric height was determined by differential leveling
 GC0379.and adjusted by the National Geodetic Survey in June 1991..
 GC0379.WARNING-Repeat measurements at this control monument indicate possible
 GC0379.vertical movement.
 GC0379
 GC0379.The geoid height was determined by GEOID03.
 GC0379
 GC0379.The dynamic height is computed by dividing the NAVD 88
 GC0379.geopotential number by the normal gravity value computed on the
 GC0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0379.degrees latitude (g = 980.6199 gals.).
 GC0379
 GC0379.The modeled gravity was interpolated from observed gravity values.
 GC0379
 GC0379;                    North         East    Units  Estimated Accuracy
 GC0379;SPC TN       -   207,780.      523,260.      MT  (+/- 180 meters Scaled)
 GC0379
 GC0379                          SUPERSEDED SURVEY CONTROL
 GC0379
 GC0379  NGVD 29 (??/??/92)  127.462  (m)          418.18   (f) ADJ UNCH    1 2
 GC0379
 GC0379.Superseded values are not recommended for survey control.
 GC0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0379.See file dsdata.txt to determine how the superseded data were derived.
 GC0379
 GC0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF131064(NAD 83)
 GC0379_MARKER: DB = BENCH MARK DISK
 GC0379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GC0379_STAMPING: K 188 1949
 GC0379_MARK LOGO: CGS   
 GC0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0379
 GC0379  HISTORY     - Date     Condition        Report By
 GC0379  HISTORY     - 1949     MONUMENTED       CGS
 GC0379  HISTORY     - 1984     GOOD             NGS
 GC0379
 GC0379                          STATION DESCRIPTION
 GC0379
 GC0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0379'3.7 MI NW FROM NASHVILLE.
 GC0379'3.7 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0379'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, SET IN THE TOP OF
 GC0379'THE NORTHEAST END OF THE SOUTHEAST STONE ABUTMENT OF RAILROAD BRIDGE
 GC0379'NO. H-14.76 OVER WHITES CREEK, 8.8 FEET NORTHEAST OF THE NORTHEAST
 GC0379'RAIL AND ABOUT 6 FEET BELOW THE TRACK.
 GC0379
 GC0379                          STATION RECOVERY (1984)
 GC0379
 GC0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1923 ***********************************************************************
 FB1923  DESIGNATION -  K 189
 FB1923  PID         -  FB1923
 FB1923  STATE/COUNTY-  TN/KNOX
 FB1923  USGS QUAD   -  KNOXVILLE (1978)
 FB1923
 FB1923                         *CURRENT SURVEY CONTROL
 FB1923  ___________________________________________________________________
 FB1923* NAD 83(1986)-  35 59 18.     (N)    083 56 37.     (W)     SCALED    
 FB1923* NAVD 88     -       287.978  (meters)     944.81   (feet)  ADJUSTED  
 FB1923  ___________________________________________________________________
 FB1923  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1923  DYNAMIC HT  -         287.711 (meters)     943.93  (feet)  COMP
 FB1923  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 FB1923
 FB1923  VERT ORDER  -  FIRST     CLASS II
 FB1923
 FB1923.The horizontal coordinates were scaled from a topographic map and have
 FB1923.an estimated accuracy of +/- 6 seconds.
 FB1923
 FB1923.The orthometric height was determined by differential leveling
 FB1923.and adjusted by the National Geodetic Survey in June 1991..
 FB1923
 FB1923.The geoid height was determined by GEOID03.
 FB1923
 FB1923.The dynamic height is computed by dividing the NAVD 88
 FB1923.geopotential number by the normal gravity value computed on the
 FB1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1923.degrees latitude (g = 980.6199 gals.).
 FB1923
 FB1923.The modeled gravity was interpolated from observed gravity values.
 FB1923
 FB1923;                    North         East    Units  Estimated Accuracy
 FB1923;SPC TN       -   185,570.      785,420.      MT  (+/- 180 meters Scaled)
 FB1923
 FB1923                          SUPERSEDED SURVEY CONTROL
 FB1923
 FB1923  NGVD 29 (??/??/92)  288.106  (m)          945.23   (f) ADJ UNCH    1 2
 FB1923
 FB1923.Superseded values are not recommended for survey control.
 FB1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1923.See file dsdata.txt to determine how the superseded data were derived.
 FB1923
 FB1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV346866(NAD 83)
 FB1923_MARKER: DB = BENCH MARK DISK
 FB1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1923_STAMPING: K 189 1950
 FB1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1923+STABILITY: SURFACE MOTION
 FB1923
 FB1923  HISTORY     - Date     Condition        Report By
 FB1923  HISTORY     - 1950     MONUMENTED       CGS
 FB1923  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1923  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1923
 FB1923                          STATION DESCRIPTION
 FB1923
 FB1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FB1923'AT KNOXVILLE.
 FB1923'AT KNOXVILLE, ABOUT 2.15 MILES NORTHWEST ALONG THE SOUTHERN
 FB1923'RAILWAY FROM THE STATION, AT THE WEST CORNER OF A STEEL FENCE
 FB1923'AROUND DEMPSTER MANUFACTURING COMPANY, 24 FEET SOUTHEAST OF THE
 FB1923'CENTER LINE OF BURWELL AVENUE, 28 FEET NORTHEAST OF THE NORTHEAST
 FB1923'RAIL OF THE MAIN TRACK, 11 FEET NORTHEAST OF THE NORTHEAST
 FB1923'RAIL OF A SIDE TRACK, 14 FEET SOUTH-SOUTHEAST OF A RAILWAY
 FB1923'MAINTENANCE LIMIT SIGN POST, 2 1/2 FEET NORTH-NORTHEAST OF A
 FB1923'FENCE CORNER, 1 1/2 FEET WEST-SOUTHWEST OF A T.V.A. STEEL WITNESS
 FB1923'POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FB1923'POST PROJECTING 6 INCHES.
 FB1923
 FB1923                          STATION RECOVERY (1967)
 FB1923
 FB1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1923'MARK NOT FOUND.
 FB1923
 FB1923                          STATION RECOVERY (1982)
 FB1923
 FB1923'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1575 ***********************************************************************
 GC1575  DESIGNATION -  K 19
 GC1575  PID         -  GC1575
 GC1575  STATE/COUNTY-  TN/HUMPHREYS
 GC1575  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1575
 GC1575                         *CURRENT SURVEY CONTROL
 GC1575  ___________________________________________________________________
 GC1575* NAD 83(1986)-  36 03 10.     (N)    087 56 12.     (W)     SCALED    
 GC1575* NAVD 88     -       114.478  (meters)     375.58   (feet)  ADJUSTED  
 GC1575  ___________________________________________________________________
 GC1575  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC1575  DYNAMIC HT  -         114.380 (meters)     375.26  (feet)  COMP
 GC1575  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 GC1575
 GC1575  VERT ORDER  -  FIRST     CLASS II
 GC1575
 GC1575.The horizontal coordinates were scaled from a topographic map and have
 GC1575.an estimated accuracy of +/- 6 seconds.
 GC1575
 GC1575.The orthometric height was determined by differential leveling
 GC1575.and adjusted by the National Geodetic Survey in June 1991..
 GC1575
 GC1575.The geoid height was determined by GEOID03.
 GC1575
 GC1575.The dynamic height is computed by dividing the NAVD 88
 GC1575.geopotential number by the normal gravity value computed on the
 GC1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1575.degrees latitude (g = 980.6199 gals.).
 GC1575
 GC1575.The modeled gravity was interpolated from observed gravity values.
 GC1575
 GC1575;                    North         East    Units  Estimated Accuracy
 GC1575;SPC TN       -   192,500.      425,520.      MT  (+/- 180 meters Scaled)
 GC1575
 GC1575                          SUPERSEDED SURVEY CONTROL
 GC1575
 GC1575  NGVD 29 (??/??/92)  114.511  (m)          375.69   (f) ADJ UNCH    1 2
 GC1575
 GC1575.Superseded values are not recommended for survey control.
 GC1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1575.See file dsdata.txt to determine how the superseded data were derived.
 GC1575
 GC1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE156902(NAD 83)
 GC1575_MARKER: DD = SURVEY DISK
 GC1575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1575_SP_SET: BRIDGE
 GC1575_STAMPING: 375.839 TENN K 19 1925
 GC1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1575
 GC1575  HISTORY     - Date     Condition        Report By
 GC1575  HISTORY     - 1925     MONUMENTED       USGS
 GC1575  HISTORY     - 1947     GOOD             NGS
 GC1575  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GC1575
 GC1575                          STATION DESCRIPTION
 GC1575
 GC1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1575'0.8 MI W FROM DENVER.
 GC1575'0.8 MILE WEST ALONG A GRAVEL ROAD (THE ABANDONED RAILWAY GRADE)
 GC1575'FROM THE POST OFFICE AT DENVER, ABOUT 1/4 MILE WEST OF THE
 GC1575'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, AT A 6-FOOT CONCRETE
 GC1575'BRIDGE UNDER THE OLD RAILWAY GRADE, IN THE TOP OF THE SOUTH END
 GC1575'OF THE EAST CONCRETE ABUTMENT, 8 FEET SOUTH OF THE CENTER LINE
 GC1575'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GC1575
 GC1575                          STATION RECOVERY (1988)
 GC1575
 GC1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0059 ***********************************************************************
 FE0059  DESIGNATION -  K 19
 FE0059  PID         -  FE0059
 FE0059  STATE/COUNTY-  TN/HENDERSON
 FE0059  USGS QUAD   -  YUMA (1986)
 FE0059
 FE0059                         *CURRENT SURVEY CONTROL
 FE0059  ___________________________________________________________________
 FE0059* NAD 83(1986)-  35 46 50.     (N)    088 21 40.     (W)     SCALED    
 FE0059* NAVD 88     -       145.595  (meters)     477.67   (feet)  ADJUSTED  
 FE0059  ___________________________________________________________________
 FE0059  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0059  DYNAMIC HT  -         145.467 (meters)     477.25  (feet)  COMP
 FE0059  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 FE0059
 FE0059  VERT ORDER  -  FIRST     CLASS II
 FE0059
 FE0059.The horizontal coordinates were scaled from a topographic map and have
 FE0059.an estimated accuracy of +/- 6 seconds.
 FE0059
 FE0059.The orthometric height was determined by differential leveling
 FE0059.and adjusted by the National Geodetic Survey in June 1991..
 FE0059
 FE0059.The geoid height was determined by GEOID03.
 FE0059
 FE0059.The dynamic height is computed by dividing the NAVD 88
 FE0059.geopotential number by the normal gravity value computed on the
 FE0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0059.degrees latitude (g = 980.6199 gals.).
 FE0059
 FE0059.The modeled gravity was interpolated from observed gravity values.
 FE0059
 FE0059;                    North         East    Units  Estimated Accuracy
 FE0059;SPC TN       -   163,140.      386,560.      MT  (+/- 180 meters Scaled)
 FE0059
 FE0059                          SUPERSEDED SURVEY CONTROL
 FE0059
 FE0059  NGVD 29 (??/??/??)  145.616  (m)          477.74   (f) ADJUSTED    1 2
 FE0059
 FE0059.Superseded values are not recommended for survey control.
 FE0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0059.See file dsdata.txt to determine how the superseded data were derived.
 FE0059
 FE0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE769604(NAD 83)
 FE0059_MARKER: DB = BENCH MARK DISK
 FE0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0059_STAMPING: 477.886 K 19 1934
 FE0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0059+STABILITY: SURFACE MOTION
 FE0059
 FE0059  HISTORY     - Date     Condition        Report By
 FE0059  HISTORY     - 1934     MONUMENTED       CGS
 FE0059  HISTORY     - 1937     GOOD             CGS
 FE0059  HISTORY     - 1972     GOOD             TVA
 FE0059
 FE0059                          STATION DESCRIPTION
 FE0059
 FE0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FE0059'AT WILDERSVILLE.
 FE0059'AT WILDERVILLE, HENDERSON COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FE0059'AND ST. LOUIS RAILWAY, 15 RAILS SOUTHWEST OF THE STATION, AT
 FE0059'MILEAGE 107.2, OPPOSITE SURVEY STATION 5649+34, 40 FEET NORTHWEST
 FE0059'OF THE NORTHWEST RAIL OF THE MAIN TRACK, AND AT A FENCE.  A
 FE0059'STANDARD DISK, STAMPED 477.886 K 19 1934 AND SET IN THE TOP OF A
 FE0059'CONCRETE POST.  NOTE-- ABOUT 112 FT SW OF Z-STORY WHITE FRAME
 FE0059'HOUSE, 49.5 W OF CENTERLINE MAIN RR TRACK, 5.2 S OF CORNER FENCE
 FE0059'POST, 100.0 N 70 W OF TELEPHONE POLE. TVA POST AND SIGN.
 FE0059
 FE0059                          STATION RECOVERY (1972)
 FE0059
 FE0059'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0494 ***********************************************************************
 GB0494  DESIGNATION -  K 190
 GB0494  PID         -  GB0494
 GB0494  STATE/COUNTY-  TN/ANDERSON
 GB0494  USGS QUAD   -  CLINTON (1990)
 GB0494
 GB0494                         *CURRENT SURVEY CONTROL
 GB0494  ___________________________________________________________________
 GB0494* NAD 83(1986)-  36 06 06.     (N)    084 08 19.     (W)     SCALED    
 GB0494* NAVD 88     -       266.075  (meters)     872.95   (feet)  ADJUSTED  
 GB0494  ___________________________________________________________________
 GB0494  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB0494  DYNAMIC HT  -         265.833 (meters)     872.15  (feet)  COMP
 GB0494  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 GB0494
 GB0494  VERT ORDER  -  FIRST     CLASS I
 GB0494
 GB0494.The horizontal coordinates were scaled from a topographic map and have
 GB0494.an estimated accuracy of +/- 6 seconds.
 GB0494
 GB0494.The orthometric height was determined by differential leveling
 GB0494.and adjusted by the National Geodetic Survey in June 1991..
 GB0494
 GB0494.The geoid height was determined by GEOID03.
 GB0494
 GB0494.The dynamic height is computed by dividing the NAVD 88
 GB0494.geopotential number by the normal gravity value computed on the
 GB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0494.degrees latitude (g = 980.6199 gals.).
 GB0494
 GB0494.The modeled gravity was interpolated from observed gravity values.
 GB0494
 GB0494;                    North         East    Units  Estimated Accuracy
 GB0494;SPC TN       -   197,790.      767,600.      MT  (+/- 180 meters Scaled)
 GB0494
 GB0494                          SUPERSEDED SURVEY CONTROL
 GB0494
 GB0494  NGVD 29 (??/??/92)  266.210  (m)          873.39   (f) ADJ UNCH    1 1
 GB0494
 GB0494.Superseded values are not recommended for survey control.
 GB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0494.See file dsdata.txt to determine how the superseded data were derived.
 GB0494
 GB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE575990(NAD 83)
 GB0494_MARKER: DB = BENCH MARK DISK
 GB0494_SETTING: 66 = SET IN ROCK OUTCROP
 GB0494_SP_SET: ROCK LEDGE
 GB0494_STAMPING: K 190 1950
 GB0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0494+STABILITY: POSITION/ELEVATION WELL
 GB0494
 GB0494  HISTORY     - Date     Condition        Report By
 GB0494  HISTORY     - 1950     MONUMENTED       CGS
 GB0494  HISTORY     - 1967     GOOD             NGS
 GB0494  HISTORY     - 1973     GOOD             TVA
 GB0494
 GB0494                          STATION DESCRIPTION
 GB0494
 GB0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0494'AT CLINTON.
 GB0494'AT CLINTON, ABOUT 0.6 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GB0494'FROM THE STATION, 123 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 GB0494'OF WEST BROAD STREET, SET ON THE TOP OF A SLOPING ROCK LEDGE AT
 GB0494'THE BASE OF A CUT THAT IS ABOUT 125 FEET LONG AND 10 FEET
 GB0494'HIGH, 24.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 26.1 FEET
 GB0494'SOUTHWEST OF A TELEGRAPH POLE, 1.6 FEET NORTHEAST OF THE SOUTHEAST
 GB0494'CORNER OF A 2 1/2-FOOT HIGH V SHAPED ROCK ON THE LEDGE AND ABOUT
 GB0494'1 FOOT ABOVE THE LEVEL OF THE TRACK.
 GB0494
 GB0494                          STATION RECOVERY (1973)
 GB0494
 GB0494'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0857 ***********************************************************************
 GB0857  DESIGNATION -  K 191
 GB0857  PID         -  GB0857
 GB0857  STATE/COUNTY-  TN/MORGAN
 GB0857  USGS QUAD   -  LANCING (1984)
 GB0857
 GB0857                         *CURRENT SURVEY CONTROL
 GB0857  ___________________________________________________________________
 GB0857* NAD 83(1986)-  36 03 34.     (N)    084 38 02.     (W)     SCALED    
 GB0857* NAVD 88     -       267.861  (meters)     878.81   (feet)  ADJUSTED  
 GB0857  ___________________________________________________________________
 GB0857  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB0857  DYNAMIC HT  -         267.620 (meters)     878.02  (feet)  COMP
 GB0857  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0857
 GB0857  VERT ORDER  -  FIRST     CLASS I
 GB0857
 GB0857.The horizontal coordinates were scaled from a topographic map and have
 GB0857.an estimated accuracy of +/- 6 seconds.
 GB0857
 GB0857.The orthometric height was determined by differential leveling
 GB0857.and adjusted by the National Geodetic Survey in June 1991..
 GB0857
 GB0857.The geoid height was determined by GEOID03.
 GB0857
 GB0857.The dynamic height is computed by dividing the NAVD 88
 GB0857.geopotential number by the normal gravity value computed on the
 GB0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0857.degrees latitude (g = 980.6199 gals.).
 GB0857
 GB0857.The modeled gravity was interpolated from observed gravity values.
 GB0857
 GB0857;                    North         East    Units  Estimated Accuracy
 GB0857;SPC TN       -   192,370.      723,070.      MT  (+/- 180 meters Scaled)
 GB0857
 GB0857                          SUPERSEDED SURVEY CONTROL
 GB0857
 GB0857  NGVD 29 (??/??/92)  267.979  (m)          879.19   (f) ADJ UNCH    1 1
 GB0857
 GB0857.Superseded values are not recommended for survey control.
 GB0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0857.See file dsdata.txt to determine how the superseded data were derived.
 GB0857
 GB0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE131931(NAD 83)
 GB0857_MARKER: DB = BENCH MARK DISK
 GB0857_SETTING: 66 = SET IN ROCK OUTCROP
 GB0857_SP_SET: ROCK CUT
 GB0857_STAMPING: K 191 1950
 GB0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0857+STABILITY: POSITION/ELEVATION WELL
 GB0857
 GB0857  HISTORY     - Date     Condition        Report By
 GB0857  HISTORY     - 1950     MONUMENTED       CGS
 GB0857  HISTORY     - 1968     GOOD             NGS
 GB0857
 GB0857                          STATION DESCRIPTION
 GB0857
 GB0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0857'6.2 MI SE FROM LANCING.
 GB0857'ABOUT 6.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0857'STATION AT LANCING, OR ABOUT 7.05 MILES NORTHWEST ALONG THE
 GB0857'SOUTHERN RAILWAY FROM THE STATION AT OAKDALE, 0.35 MILE SOUTHEAST
 GB0857'OF MILEPOST 247, SET IN THE TOP OF A TRIANGULAR SHAPED LEDGE ON
 GB0857'THE NORTHEAST ROCK WALL OF A CUT FOR THE RAILROAD, 23 FEET NORTHEAST
 GB0857'OF THE NORTHEAST RAIL, 16 FEET SOUTHEAST OF A METAL TELEPHONE BOX,
 GB0857'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT LEVEL
 GB0857'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0968 ***********************************************************************
 FC0968  DESIGNATION -  K 192
 FC0968  PID         -  FC0968
 FC0968  STATE/COUNTY-  TN/RHEA
 FC0968  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC0968
 FC0968                         *CURRENT SURVEY CONTROL
 FC0968  ___________________________________________________________________
 FC0968* NAD 83(1986)-  35 30 14.     (N)    085 00 36.     (W)     SCALED    
 FC0968* NAVD 88     -       218.518  (meters)     716.92   (feet)  ADJUSTED  
 FC0968  ___________________________________________________________________
 FC0968  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC0968  DYNAMIC HT  -         218.309 (meters)     716.24  (feet)  COMP
 FC0968  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FC0968
 FC0968  VERT ORDER  -  FIRST     CLASS II
 FC0968
 FC0968.The horizontal coordinates were scaled from a topographic map and have
 FC0968.an estimated accuracy of +/- 6 seconds.
 FC0968
 FC0968.The orthometric height was determined by differential leveling
 FC0968.and adjusted by the National Geodetic Survey in June 1991..
 FC0968
 FC0968.The geoid height was determined by GEOID03.
 FC0968
 FC0968.The dynamic height is computed by dividing the NAVD 88
 FC0968.geopotential number by the normal gravity value computed on the
 FC0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0968.degrees latitude (g = 980.6199 gals.).
 FC0968
 FC0968.The modeled gravity was interpolated from observed gravity values.
 FC0968
 FC0968;                    North         East    Units  Estimated Accuracy
 FC0968;SPC TN       -   130,330.      689,810.      MT  (+/- 180 meters Scaled)
 FC0968
 FC0968                          SUPERSEDED SURVEY CONTROL
 FC0968
 FC0968  NGVD 29 (??/??/92)  218.594  (m)          717.17   (f) ADJ UNCH    1 2
 FC0968
 FC0968.Superseded values are not recommended for survey control.
 FC0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0968.See file dsdata.txt to determine how the superseded data were derived.
 FC0968
 FC0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE804307(NAD 83)
 FC0968_MARKER: DB = BENCH MARK DISK
 FC0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0968_STAMPING: K 192 1950
 FC0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0968+STABILITY: SURFACE MOTION
 FC0968
 FC0968  HISTORY     - Date     Condition        Report By
 FC0968  HISTORY     - 1950     MONUMENTED       CGS
 FC0968
 FC0968                          STATION DESCRIPTION
 FC0968
 FC0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0968'0.8 MI NE FROM DAYTON.
 FC0968'0.8 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0968'AT DAYTON, AT A GRAVEL ROAD CROSSING, ACROSS TRACKS FROM THE
 FC0968'GULF REFINING COMPANY BULK PLANT, 71 FEET WEST OF THE WEST
 FC0968'RAIL, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 FC0968'SOUTH OF A STEEL FENCE AROUND A MANUFACTURING PLANT, 23 FEET
 FC0968'WEST OF THE STEEL FENCE CORNER, 1 FOOT EAST OF A T.V.A. STEEL
 FC0968'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 FC0968'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0790 ***********************************************************************
 FC0790  DESIGNATION -  K 193
 FC0790  PID         -  FC0790
 FC0790  STATE/COUNTY-  TN/MCMINN
 FC0790  USGS QUAD   -  NIOTA (1990)
 FC0790
 FC0790                         *CURRENT SURVEY CONTROL
 FC0790  ___________________________________________________________________
 FC0790* NAD 83(1986)-  35 36 01.     (N)    084 31 14.     (W)     SCALED    
 FC0790* NAVD 88     -       291.611  (meters)     956.73   (feet)  ADJUSTED  
 FC0790  ___________________________________________________________________
 FC0790  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0790  DYNAMIC HT  -         291.327 (meters)     955.80  (feet)  COMP
 FC0790  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FC0790
 FC0790  VERT ORDER  -  FIRST     CLASS II
 FC0790
 FC0790.The horizontal coordinates were scaled from a topographic map and have
 FC0790.an estimated accuracy of +/- 6 seconds.
 FC0790
 FC0790.The orthometric height was determined by differential leveling
 FC0790.and adjusted by the National Geodetic Survey in June 1991..
 FC0790
 FC0790.The geoid height was determined by GEOID03.
 FC0790
 FC0790.The dynamic height is computed by dividing the NAVD 88
 FC0790.geopotential number by the normal gravity value computed on the
 FC0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0790.degrees latitude (g = 980.6199 gals.).
 FC0790
 FC0790.The modeled gravity was interpolated from observed gravity values.
 FC0790
 FC0790;                    North         East    Units  Estimated Accuracy
 FC0790;SPC TN       -   141,580.      734,050.      MT  (+/- 180 meters Scaled)
 FC0790
 FC0790                          SUPERSEDED SURVEY CONTROL
 FC0790
 FC0790  NGVD 29 (??/??/92)  291.690  (m)          956.99   (f) ADJ UNCH    1 2
 FC0790
 FC0790.Superseded values are not recommended for survey control.
 FC0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0790.See file dsdata.txt to determine how the superseded data were derived.
 FC0790
 FC0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE246424(NAD 83)
 FC0790_MARKER: DB = BENCH MARK DISK
 FC0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0790_STAMPING: K 193 1950
 FC0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0790+STABILITY: SURFACE MOTION
 FC0790
 FC0790  HISTORY     - Date     Condition        Report By
 FC0790  HISTORY     - 1950     MONUMENTED       CGS
 FC0790  HISTORY     - 1961     GOOD             NGS
 FC0790
 FC0790                          STATION DESCRIPTION
 FC0790
 FC0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0790'3.4 MI W FROM SWEETWATER.
 FC0790'3.4 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0790'HIGHWAY 11 AT SWEETWATER, AT THE JUNCTION OF A GRAVEL ROAD SOUTH
 FC0790'NEAR THE MONROE-MC MINN COUNTY LINE, 59 FEET SOUTH OF THE CENTER
 FC0790'LINE OF THE HIGHWAY, 12 FEET WEST OF THE CENTER LINE OF THE
 FC0790'GRAVEL ROAD SOUTH, 128 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FC0790'OF A SMALL BRIDGE OVER A STREAM, 33 FEET SOUTH OF A FENCE CORNER,
 FC0790'37 FEET SOUTH OF THE WEST END OF A 14-INCH CORRUGATED PIPE CULVERT
 FC0790'UNDER ROAD SOUTH, 2 FEET NORTH OF A T.V.A. STEEL WITNESS POST,
 FC0790'ABOUT LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE
 FC0790'POST PROJECTING 4 INCHES.
 FC0790
 FC0790                          STATION RECOVERY (1961)
 FC0790
 FC0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0657 ***********************************************************************
 FC0657  DESIGNATION -  K 194
 FC0657  PID         -  FC0657
 FC0657  STATE/COUNTY-  TN/ROANE
 FC0657  USGS QUAD   -  ROCKWOOD (1980)
 FC0657
 FC0657                         *CURRENT SURVEY CONTROL
 FC0657  ___________________________________________________________________
 FC0657* NAD 83(1986)-  35 51 20.     (N)    084 42 03.     (W)     SCALED    
 FC0657* NAVD 88     -       262.388  (meters)     860.85   (feet)  ADJUSTED  
 FC0657  ___________________________________________________________________
 FC0657  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0657  DYNAMIC HT  -         262.143 (meters)     860.05  (feet)  COMP
 FC0657  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FC0657
 FC0657  VERT ORDER  -  FIRST     CLASS II
 FC0657
 FC0657.The horizontal coordinates were scaled from a topographic map and have
 FC0657.an estimated accuracy of +/- 6 seconds.
 FC0657
 FC0657.The orthometric height was determined by differential leveling
 FC0657.and adjusted by the National Geodetic Survey in June 1991..
 FC0657
 FC0657.The geoid height was determined by GEOID03.
 FC0657
 FC0657.The dynamic height is computed by dividing the NAVD 88
 FC0657.geopotential number by the normal gravity value computed on the
 FC0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0657.degrees latitude (g = 980.6199 gals.).
 FC0657
 FC0657.The modeled gravity was interpolated from observed gravity values.
 FC0657
 FC0657;                    North         East    Units  Estimated Accuracy
 FC0657;SPC TN       -   169,670.      717,340.      MT  (+/- 180 meters Scaled)
 FC0657
 FC0657                          SUPERSEDED SURVEY CONTROL
 FC0657
 FC0657  NGVD 29 (??/??/92)  262.490  (m)          861.19   (f) ADJ UNCH    1 2
 FC0657
 FC0657.Superseded values are not recommended for survey control.
 FC0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0657.See file dsdata.txt to determine how the superseded data were derived.
 FC0657
 FC0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE076703(NAD 83)
 FC0657_MARKER: DB = BENCH MARK DISK
 FC0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0657_STAMPING: K 194 1950
 FC0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0657+STABILITY: SURFACE MOTION
 FC0657
 FC0657  HISTORY     - Date     Condition        Report By
 FC0657  HISTORY     - 1950     MONUMENTED       CGS
 FC0657
 FC0657                          STATION DESCRIPTION
 FC0657
 FC0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0657'1 MI SW FROM ROCKWOOD.
 FC0657'1.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0657'AT ROCKWOOD, ABOUT 0.85 MILE NORTHEAST OF THE OVERPASS OF U.S.
 FC0657'HIGHWAY 70 OVER THE TRACK, AT A PRIVATE FIELD ROAD CROSSING,
 FC0657'46 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 FC0657'24.8 FEET NORTHEAST OF THE NORTHEAST GATE POST IN FENCE LINE,
 FC0657'51 FEET NORTH OF THE CENTER OF THE CROSSING OF MAIN TRACK,
 FC0657'36.5 FEET NORTH OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT
 FC0657'UNDER FIELD ROAD, 1 FOOT SOUTHEAST OF THE FENCE LINE, 2 FEET
 FC0657'SOUTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT 1 1/2 FEET
 FC0657'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0657'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0123 ***********************************************************************
 FC0123  DESIGNATION -  K 195
 FC0123  PID         -  FC0123
 FC0123  STATE/COUNTY-  TN/ROANE
 FC0123  USGS QUAD   -  ELVERTON (1990)
 FC0123
 FC0123                         *CURRENT SURVEY CONTROL
 FC0123  ___________________________________________________________________
 FC0123* NAD 83(1986)-  35 58 42.     (N)    084 26 35.     (W)     SCALED    
 FC0123* NAVD 88     -       254.431  (meters)     834.75   (feet)  ADJUSTED  
 FC0123  ___________________________________________________________________
 FC0123  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0123  DYNAMIC HT  -         254.200 (meters)     833.99  (feet)  COMP
 FC0123  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 FC0123
 FC0123  VERT ORDER  -  FIRST     CLASS I
 FC0123
 FC0123.The horizontal coordinates were scaled from a topographic map and have
 FC0123.an estimated accuracy of +/- 6 seconds.
 FC0123
 FC0123.The orthometric height was determined by differential leveling
 FC0123.and adjusted by the National Geodetic Survey in June 1991..
 FC0123
 FC0123.The geoid height was determined by GEOID03.
 FC0123
 FC0123.The dynamic height is computed by dividing the NAVD 88
 FC0123.geopotential number by the normal gravity value computed on the
 FC0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0123.degrees latitude (g = 980.6199 gals.).
 FC0123
 FC0123.The modeled gravity was interpolated from observed gravity values.
 FC0123
 FC0123;                    North         East    Units  Estimated Accuracy
 FC0123;SPC TN       -   183,630.      740,410.      MT  (+/- 180 meters Scaled)
 FC0123
 FC0123                          SUPERSEDED SURVEY CONTROL
 FC0123
 FC0123  NGVD 29 (??/??/92)  254.554  (m)          835.15   (f) ADJ UNCH    1 1
 FC0123
 FC0123.Superseded values are not recommended for survey control.
 FC0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0123.See file dsdata.txt to determine how the superseded data were derived.
 FC0123
 FC0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE305845(NAD 83)
 FC0123_MARKER: DB = BENCH MARK DISK
 FC0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0123_SP_SET: CULVERT
 FC0123_STAMPING: K 195 1950
 FC0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0123
 FC0123  HISTORY     - Date     Condition        Report By
 FC0123  HISTORY     - 1950     MONUMENTED       CGS
 FC0123  HISTORY     - 1967     GOOD             NGS
 FC0123
 FC0123                          STATION DESCRIPTION
 FC0123
 FC0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0123'7.1 MI NE FROM HARRIMAN.
 FC0123'ABOUT 7.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0123'STATION AT HARRIMAN, AT ELVERTON, AT A BLACK TOP ROAD CROSSING,
 FC0123'70 FEET NORTHEAST OF MILEPOST 43, SET IN THE TOP OF THE WEST END
 FC0123'OF THE SOUTH HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER
 FC0123'STATE HIGHWAY 61, 66.4 FEET NORTH OF THE NORTH RAIL, 19 FEET
 FC0123'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2 FEET ABOVE
 FC0123'THE LEVEL OF THE TRACK AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 FC0123'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0894 ***********************************************************************
 GB0894  DESIGNATION -  K 196
 GB0894  PID         -  GB0894
 GB0894  STATE/COUNTY-  TN/MORGAN
 GB0894  USGS QUAD   -  RUGBY (1984)
 GB0894
 GB0894                         *CURRENT SURVEY CONTROL
 GB0894  ___________________________________________________________________
 GB0894* NAD 83(1986)-  36 15 14.     (N)    084 40 00.     (W)     SCALED    
 GB0894* NAVD 88     -       423.902  (meters)    1390.75   (feet)  ADJUSTED  
 GB0894  ___________________________________________________________________
 GB0894  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GB0894  DYNAMIC HT  -         423.531 (meters)    1389.53  (feet)  COMP
 GB0894  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 GB0894
 GB0894  VERT ORDER  -  FIRST     CLASS I
 GB0894
 GB0894.The horizontal coordinates were scaled from a topographic map and have
 GB0894.an estimated accuracy of +/- 6 seconds.
 GB0894
 GB0894.The orthometric height was determined by differential leveling
 GB0894.and adjusted by the National Geodetic Survey in June 1991..
 GB0894
 GB0894.The geoid height was determined by GEOID03.
 GB0894
 GB0894.The dynamic height is computed by dividing the NAVD 88
 GB0894.geopotential number by the normal gravity value computed on the
 GB0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0894.degrees latitude (g = 980.6199 gals.).
 GB0894
 GB0894.The modeled gravity was interpolated from observed gravity values.
 GB0894
 GB0894;                    North         East    Units  Estimated Accuracy
 GB0894;SPC TN       -   213,900.      719,830.      MT  (+/- 180 meters Scaled)
 GB0894
 GB0894                          SUPERSEDED SURVEY CONTROL
 GB0894
 GB0894  NGVD 29 (??/??/92)  424.012  (m)         1391.11   (f) ADJ UNCH    1 1
 GB0894
 GB0894.Superseded values are not recommended for survey control.
 GB0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0894.See file dsdata.txt to determine how the superseded data were derived.
 GB0894
 GB0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF096146(NAD 83)
 GB0894_MARKER: DB = BENCH MARK DISK
 GB0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0894_STAMPING: K 196 1950
 GB0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0894+STABILITY: SURFACE MOTION
 GB0894
 GB0894  HISTORY     - Date     Condition        Report By
 GB0894  HISTORY     - 1950     MONUMENTED       CGS
 GB0894  HISTORY     - 1968     GOOD             NGS
 GB0894
 GB0894                          STATION DESCRIPTION
 GB0894
 GB0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0894'0.8 MI N FROM SUNBRIGHT.
 GB0894'ABOUT 0.75 MILE NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 GB0894'AT SUNBRIGHT, OR ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE
 GB0894'POST OFFICE AT SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A
 GB0894'SIDETRACK OF THE SOUTHERN RAILWAY, THENCE 0.75 MILE NORTHEAST
 GB0894'ALONG THE MAIN TRACK, THENCE 0.65 MILE NORTHWEST ALONG A PAVED
 GB0894'ROAD, 151 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 27, 263
 GB0894'FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 49 FEET WEST OF
 GB0894'THE CENTERLINE OF AN ABANDONED RAILROAD GRADE, 28 FEET NORTHEAST
 GB0894'OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING WHICH IS
 GB0894'NOW OCCUPIED BY THE SUNBRIGHT FARM SUPPLY, 12 FEET EAST OF THE
 GB0894'EAST WALL OF THE BUILDING, 2.0 FEET NORTHEAST OF A METAL WITNESS
 GB0894'POST, ABOUT 3 FEET ABOVE THE ABANDONED GRADE, AND SET IN THE TOP
 GB0894'OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0939 ***********************************************************************
 GB0939  DESIGNATION -  K 197
 GB0939  PID         -  GB0939
 GB0939  STATE/COUNTY-  TN/SCOTT
 GB0939  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0939
 GB0939                         *CURRENT SURVEY CONTROL
 GB0939  ___________________________________________________________________
 GB0939* NAD 83(1986)-  36 26 34.     (N)    084 32 32.     (W)     SCALED    
 GB0939* NAVD 88     -       425.068  (meters)    1394.58   (feet)  ADJUSTED  
 GB0939  ___________________________________________________________________
 GB0939  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GB0939  DYNAMIC HT  -         424.704 (meters)    1393.38  (feet)  COMP
 GB0939  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GB0939
 GB0939  VERT ORDER  -  FIRST     CLASS I
 GB0939
 GB0939.The horizontal coordinates were scaled from a topographic map and have
 GB0939.an estimated accuracy of +/- 6 seconds.
 GB0939
 GB0939.The orthometric height was determined by differential leveling
 GB0939.and adjusted by the National Geodetic Survey in June 1991..
 GB0939
 GB0939.The geoid height was determined by GEOID03.
 GB0939
 GB0939.The dynamic height is computed by dividing the NAVD 88
 GB0939.geopotential number by the normal gravity value computed on the
 GB0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0939.degrees latitude (g = 980.6199 gals.).
 GB0939
 GB0939.The modeled gravity was interpolated from observed gravity values.
 GB0939
 GB0939;                    North         East    Units  Estimated Accuracy
 GB0939;SPC TN       -   235,020.      730,700.      MT  (+/- 180 meters Scaled)
 GB0939
 GB0939                          SUPERSEDED SURVEY CONTROL
 GB0939
 GB0939  NGVD 29 (??/??/92)  425.196  (m)         1395.00   (f) ADJ UNCH    1 1
 GB0939
 GB0939.Superseded values are not recommended for survey control.
 GB0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0939.See file dsdata.txt to determine how the superseded data were derived.
 GB0939
 GB0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF202358(NAD 83)
 GB0939_MARKER: DB = BENCH MARK DISK
 GB0939_SETTING: 66 = SET IN ROCK OUTCROP
 GB0939_SP_SET: ROCK OUTCROP
 GB0939_STAMPING: K 197 1950
 GB0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0939+STABILITY: POSITION/ELEVATION WELL
 GB0939
 GB0939  HISTORY     - Date     Condition        Report By
 GB0939  HISTORY     - 1950     MONUMENTED       CGS
 GB0939  HISTORY     - 1968     GOOD             NGS
 GB0939
 GB0939                          STATION DESCRIPTION
 GB0939
 GB0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0939'0.8 MI N FROM HELENWOOD.
 GB0939'ABOUT 0.85 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0939'STATION AT HELENWOOD, 290 YARDS SOUTH OF MILEPOST 214, SET IN
 GB0939'THE TOP OF A FLAT ROCK OUTCROP ABOUT LEVEL WITH THE SURFACE OF
 GB0939'THE GROUND, 54 FEET WEST OF THE WEST RAIL, 131 FEET NORTH OF
 GB0939'THE CENTER OF A 3-FOOT CONCRETE CULVERT UNDER THE TRACK, 30
 GB0939'FEET NORTH OF A 12-INCH POPLAR TREE WHICH BEARS A TRIANGULAR
 GB0939'BLAZE ON THE EAST SIDE, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 GB0939'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1144 ***********************************************************************
 GC1144  DESIGNATION -  K 198
 GC1144  PID         -  GC1144
 GC1144  STATE/COUNTY-  TN/MONTGOMERY
 GC1144  USGS QUAD   -  CLARKSVILLE (1984)
 GC1144
 GC1144                         *CURRENT SURVEY CONTROL
 GC1144  ___________________________________________________________________
 GC1144* NAD 83(1986)-  36 35 45.     (N)    087 15 26.     (W)     SCALED    
 GC1144* NAVD 88     -       162.756  (meters)     533.98   (feet)  ADJUSTED  
 GC1144  ___________________________________________________________________
 GC1144  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC1144  DYNAMIC HT  -         162.624 (meters)     533.54  (feet)  COMP
 GC1144  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 GC1144
 GC1144  VERT ORDER  -  FIRST     CLASS II
 GC1144
 GC1144.The horizontal coordinates were scaled from a topographic map and have
 GC1144.an estimated accuracy of +/- 6 seconds.
 GC1144
 GC1144.The orthometric height was determined by differential leveling
 GC1144.and adjusted by the National Geodetic Survey in June 1991..
 GC1144
 GC1144.The geoid height was determined by GEOID03.
 GC1144
 GC1144.The dynamic height is computed by dividing the NAVD 88
 GC1144.geopotential number by the normal gravity value computed on the
 GC1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1144.degrees latitude (g = 980.6199 gals.).
 GC1144
 GC1144.The modeled gravity was interpolated from observed gravity values.
 GC1144
 GC1144;                    North         East    Units  Estimated Accuracy
 GC1144;SPC TN       -   251,750.      487,500.      MT  (+/- 180 meters Scaled)
 GC1144
 GC1144                          SUPERSEDED SURVEY CONTROL
 GC1144
 GC1144  NGVD 29 (??/??/92)  162.829  (m)          534.21   (f) ADJ UNCH    1 2
 GC1144
 GC1144.Superseded values are not recommended for survey control.
 GC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1144.See file dsdata.txt to determine how the superseded data were derived.
 GC1144
 GC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF769500(NAD 83)
 GC1144_MARKER: DB = BENCH MARK DISK
 GC1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1144_STAMPING: K 198 1954
 GC1144_MARK LOGO: CGS   
 GC1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1144+STABILITY: SURFACE MOTION
 GC1144
 GC1144  HISTORY     - Date     Condition        Report By
 GC1144  HISTORY     - 1954     MONUMENTED       CGS
 GC1144  HISTORY     - 1984     GOOD             NGS
 GC1144
 GC1144                          STATION DESCRIPTION
 GC1144
 GC1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1144'2.9 MI NE FROM ST BETHLEHEM.
 GC1144'2.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1144'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1144'470 YARDS SOUTHWEST OF MILE POST 170, AT THE NORTHEAST END OF A
 GC1144'LOW SHORT CUT, 25 FEET SOUTHEAST OF SOUTHEAST RAIL, 1 FOOT
 GC1144'NORTHWEST OF A FENCE LINE, 279 FEET NORTHEAST OF CENTER OF A
 GC1144'PRIVATE FIELD ROAD CROSSING, 4 FEET SOUTH OF THE SECOND TELEPHONE
 GC1144'POLE NORTHEAST OF CROSSING, 110 FEET SOUTHEAST AND ACROSS TRACK
 GC1144'FROM POWER POLE NO. 1090, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 GC1144'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1144
 GC1144                          STATION RECOVERY (1984)
 GC1144
 GC1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1144'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 GC1144'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0676 ***********************************************************************
 FC0676  DESIGNATION -  K 2
 FC0676  PID         -  FC0676
 FC0676  STATE/COUNTY-  TN/RHEA
 FC0676  USGS QUAD   -  SPRING CITY (1990)
 FC0676
 FC0676                         *CURRENT SURVEY CONTROL
 FC0676  ___________________________________________________________________
 FC0676* NAD 83(1986)-  35 41 57.     (N)    084 51 18.     (W)     SCALED    
 FC0676* NAVD 88     -       233.390  (meters)     765.71   (feet)  ADJUSTED  
 FC0676  ___________________________________________________________________
 FC0676  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FC0676  DYNAMIC HT  -         233.172 (meters)     765.00  (feet)  COMP
 FC0676  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 FC0676
 FC0676  VERT ORDER  -  FIRST     CLASS II
 FC0676
 FC0676.The horizontal coordinates were scaled from a topographic map and have
 FC0676.an estimated accuracy of +/- 6 seconds.
 FC0676
 FC0676.The orthometric height was determined by differential leveling
 FC0676.and adjusted by the National Geodetic Survey in June 1991..
 FC0676
 FC0676.The geoid height was determined by GEOID03.
 FC0676
 FC0676.The dynamic height is computed by dividing the NAVD 88
 FC0676.geopotential number by the normal gravity value computed on the
 FC0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0676.degrees latitude (g = 980.6199 gals.).
 FC0676
 FC0676.The modeled gravity was interpolated from observed gravity values.
 FC0676
 FC0676;                    North         East    Units  Estimated Accuracy
 FC0676;SPC TN       -   152,140.      703,620.      MT  (+/- 180 meters Scaled)
 FC0676
 FC0676                          SUPERSEDED SURVEY CONTROL
 FC0676
 FC0676  NGVD 29 (??/??/92)  233.476  (m)          766.00   (f) ADJ UNCH    1 2
 FC0676
 FC0676.Superseded values are not recommended for survey control.
 FC0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0676.See file dsdata.txt to determine how the superseded data were derived.
 FC0676
 FC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE940527(NAD 83)
 FC0676_MARKER: B = BOLT
 FC0676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0676_SP_SET: BRIDGE
 FC0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0676
 FC0676  HISTORY     - Date     Condition        Report By
 FC0676  HISTORY     - UNK      MONUMENTED       CGS
 FC0676  HISTORY     - 1950     GOOD             NGS
 FC0676
 FC0676                          STATION DESCRIPTION
 FC0676
 FC0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0676'0.6 MI NE FROM SPRING CITY.
 FC0676'0.55 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0676'AT SPRING CITY, AT THE SPRING CITY LIMIT SIGN, A BRASS BOLT
 FC0676'LEADED IN THE VERTICAL NORTHEAST FACE OF THE SOUTHWEST ABUTMENT
 FC0676'OF A BRIDGE OVER LITTLE PINEY CREEK, 10 FEET SOUTHEAST OF THE
 FC0676'SOUTHEAST RAIL, 14 FEET NORTHWEST OF THE EXTREME SOUTHEAST END
 FC0676'OF THE ABUTMENT, 2.5 FEET ABOVE THE GROUND, 3 1/2 FEET BELOW THE
 FC0676'TOP OF THE STONE COPING OF THE BRIDGE SEAT, ABOUT 9 FEET BELOW
 FC0676'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0123 ***********************************************************************
 FE0123  DESIGNATION -  K 20
 FE0123  PID         -  FE0123
 FE0123  STATE/COUNTY-  TN/HENDERSON
 FE0123  USGS QUAD   -  LEXINGTON (1992)
 FE0123
 FE0123                         *CURRENT SURVEY CONTROL
 FE0123  ___________________________________________________________________
 FE0123* NAD 83(1986)-  35 37 31.     (N)    088 25 19.     (W)     SCALED    
 FE0123* NAVD 88     -       130.843  (meters)     429.27   (feet)  ADJUSTED  
 FE0123  ___________________________________________________________________
 FE0123  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0123  DYNAMIC HT  -         130.727 (meters)     428.89  (feet)  COMP
 FE0123  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 FE0123
 FE0123  VERT ORDER  -  SECOND    CLASS 0
 FE0123
 FE0123.The horizontal coordinates were scaled from a topographic map and have
 FE0123.an estimated accuracy of +/- 6 seconds.
 FE0123
 FE0123.The orthometric height was determined by differential leveling
 FE0123.and adjusted by the National Geodetic Survey in June 1991..
 FE0123
 FE0123.The geoid height was determined by GEOID03.
 FE0123
 FE0123.The dynamic height is computed by dividing the NAVD 88
 FE0123.geopotential number by the normal gravity value computed on the
 FE0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0123.degrees latitude (g = 980.6199 gals.).
 FE0123
 FE0123.The modeled gravity was interpolated from observed gravity values.
 FE0123
 FE0123;                    North         East    Units  Estimated Accuracy
 FE0123;SPC TN       -   146,050.      380,630.      MT  (+/- 180 meters Scaled)
 FE0123
 FE0123                          SUPERSEDED SURVEY CONTROL
 FE0123
 FE0123  NGVD 29 (??/??/??)  130.863  (m)          429.34   (f) ADJUSTED    2 0
 FE0123
 FE0123.Superseded values are not recommended for survey control.
 FE0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0123.See file dsdata.txt to determine how the superseded data were derived.
 FE0123
 FE0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE712433(NAD 83)
 FE0123_MARKER: DB = BENCH MARK DISK
 FE0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0123_STAMPING: 429.455 K 20 1934
 FE0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0123+STABILITY: SURFACE MOTION
 FE0123
 FE0123  HISTORY     - Date     Condition        Report By
 FE0123  HISTORY     - 1934     MONUMENTED       CGS
 FE0123  HISTORY     - 1935     GOOD             CGS
 FE0123  HISTORY     - 1971     MARK NOT FOUND   NGS
 FE0123
 FE0123                          STATION DESCRIPTION
 FE0123
 FE0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0123'2.1 MI W FROM LEXINGTON.
 FE0123'2.2 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0123'RAILWAY FROM LEXINGTON, HENDERSON COUNTY, 14-1/2 POLES SOUTH OF
 FE0123'MILEPOST 120, 65 FEET SOUTH OF A ROAD CROSSING, AND 15 FEET WEST
 FE0123'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 429.455
 FE0123'K 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FE0123
 FE0123                          STATION RECOVERY (1971)
 FE0123
 FE0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FE0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0156 ***********************************************************************
 GB0156  DESIGNATION -  K 201
 GB0156  PID         -  GB0156
 GB0156  STATE/COUNTY-  TN/SCOTT
 GB0156  USGS QUAD   -  KETCHEN (1982)
 GB0156
 GB0156                         *CURRENT SURVEY CONTROL
 GB0156  ___________________________________________________________________
 GB0156* NAD 83(1986)-  36 34 32.     (N)    084 19 57.     (W)     SCALED    
 GB0156* NAVD 88     -       332.441  (meters)    1090.68   (feet)  ADJUSTED  
 GB0156  ___________________________________________________________________
 GB0156  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB0156  DYNAMIC HT  -         332.162 (meters)    1089.77  (feet)  COMP
 GB0156  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GB0156
 GB0156  VERT ORDER  -  SECOND    CLASS 0
 GB0156
 GB0156.The horizontal coordinates were scaled from a topographic map and have
 GB0156.an estimated accuracy of +/- 6 seconds.
 GB0156
 GB0156.The orthometric height was determined by differential leveling
 GB0156.and adjusted by the National Geodetic Survey in June 1991..
 GB0156
 GB0156.The geoid height was determined by GEOID03.
 GB0156
 GB0156.The dynamic height is computed by dividing the NAVD 88
 GB0156.geopotential number by the normal gravity value computed on the
 GB0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0156.degrees latitude (g = 980.6199 gals.).
 GB0156
 GB0156.The modeled gravity was interpolated from observed gravity values.
 GB0156
 GB0156;                    North         East    Units  Estimated Accuracy
 GB0156;SPC TN       -   250,050.      749,250.      MT  (+/- 180 meters Scaled)
 GB0156
 GB0156                          SUPERSEDED SURVEY CONTROL
 GB0156
 GB0156  NGVD 29 (??/??/92)  332.577  (m)         1091.13   (f) ADJ UNCH    2 0
 GB0156
 GB0156.Superseded values are not recommended for survey control.
 GB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0156.See file dsdata.txt to determine how the superseded data were derived.
 GB0156
 GB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF386511(NAD 83)
 GB0156_MARKER: DB = BENCH MARK DISK
 GB0156_SETTING: 66 = SET IN ROCK OUTCROP
 GB0156_SP_SET: ROCK OUTCROP
 GB0156_STAMPING: K 201 1951 1091.130
 GB0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0156+STABILITY: POSITION/ELEVATION WELL
 GB0156
 GB0156  HISTORY     - Date     Condition        Report By
 GB0156  HISTORY     - 1951     MONUMENTED       CGS
 GB0156  HISTORY     - 1957     GOOD             NGS
 GB0156  HISTORY     - 1977     MARK NOT FOUND   USGS
 GB0156
 GB0156                          STATION DESCRIPTION
 GB0156
 GB0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0156'1.2 MI W FROM KETCHEN.
 GB0156'ABOUT 1.15 WEST ALONG A DIRT ROAD FROM THE CHURCH AND SCHOOL
 GB0156'AT KETCHEN, ABOUT 0.1 MILE SOUTHWEST OF A 60-FOOT CONCRETE
 GB0156'AND STEEL BRIDGE OVER GUM FORK, ON THE EAST SLOPE OF A LONG
 GB0156'CROOKED HILL, SET IN THE TOP OF AN OUTCROP OF ROCK ON THE
 GB0156'SOUTHWEST EDGE OF A SMALL RAVINE, 22 FEET SOUTH OF THE CENTER
 GB0156'LINE OF THE ROAD, 11 1/2 FEET SOUTHWEST OF THE SOUTH END OF
 GB0156'A 24-INCH PIPE CULVERT, 2 FEET SOUTHWEST OF THE NORTHEAST EDGE
 GB0156'OF OUTCROP AND ABOUT 2 FEET ABOVE THE ROAD.
 GB0156
 GB0156                          STATION RECOVERY (1957)
 GB0156
 GB0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0156'RECOVERED IN GOOD CONDITION.
 GB0156
 GB0156                          STATION RECOVERY (1977)
 GB0156
 GB0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 GB0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0160 ***********************************************************************
 GB0160  DESIGNATION -  K 202
 GB0160  PID         -  GB0160
 GB0160  STATE/COUNTY-  TN/SCOTT
 GB0160  USGS QUAD   -  KETCHEN (1982)
 GB0160
 GB0160                         *CURRENT SURVEY CONTROL
 GB0160  ___________________________________________________________________
 GB0160* NAD 83(1986)-  36 34 22.     (N)    084 17 00.     (W)     SCALED    
 GB0160* NAVD 88     -       378.541  (meters)    1241.93   (feet)  ADJUSTED  
 GB0160  ___________________________________________________________________
 GB0160  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0160  DYNAMIC HT  -         378.220 (meters)    1240.88  (feet)  COMP
 GB0160  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GB0160
 GB0160  VERT ORDER  -  SECOND    CLASS 0
 GB0160
 GB0160.The horizontal coordinates were scaled from a topographic map and have
 GB0160.an estimated accuracy of +/- 6 seconds.
 GB0160
 GB0160.The orthometric height was determined by differential leveling
 GB0160.and adjusted by the National Geodetic Survey in June 1991..
 GB0160
 GB0160.The geoid height was determined by GEOID03.
 GB0160
 GB0160.The dynamic height is computed by dividing the NAVD 88
 GB0160.geopotential number by the normal gravity value computed on the
 GB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0160.degrees latitude (g = 980.6199 gals.).
 GB0160
 GB0160.The modeled gravity was interpolated from observed gravity values.
 GB0160
 GB0160;                    North         East    Units  Estimated Accuracy
 GB0160;SPC TN       -   249,820.      753,650.      MT  (+/- 180 meters Scaled)
 GB0160
 GB0160                          SUPERSEDED SURVEY CONTROL
 GB0160
 GB0160  NGVD 29 (??/??/92)  378.677  (m)         1242.38   (f) ADJ UNCH    2 0
 GB0160
 GB0160.Superseded values are not recommended for survey control.
 GB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0160.See file dsdata.txt to determine how the superseded data were derived.
 GB0160
 GB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF430509(NAD 83)
 GB0160_MARKER: DB = BENCH MARK DISK
 GB0160_SETTING: 66 = SET IN ROCK OUTCROP
 GB0160_SP_SET: ROCK OUTCROP
 GB0160_STAMPING: K 202 1951 1242.376
 GB0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0160+STABILITY: POSITION/ELEVATION WELL
 GB0160
 GB0160  HISTORY     - Date     Condition        Report By
 GB0160  HISTORY     - 1951     MONUMENTED       CGS
 GB0160  HISTORY     - 1957     GOOD             NGS
 GB0160
 GB0160                          STATION DESCRIPTION
 GB0160
 GB0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0160'2.7 MI SE FROM KETCHEN.
 GB0160'ABOUT 2.7 MILES SOUTHEAST ALONG A DIRT AND MOUNTAIN ROAD FROM
 GB0160'THE CHURCH AND SCHOOL AT KETCHEN, ABOUT 0.15 MILE WEST OF A
 GB0160'SIDE ROAD NORTH, ABOUT 0.2 MILE WEST OF A SMALL CEMETERY, ON
 GB0160'THE EAST SLOPE OF A LONG CROOKED HILL, ON THE INSIDE OF A CURVE
 GB0160'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, SET IN THE TOP
 GB0160'OF A FLAT OUTCROP OF ROCK, 39 FEET SOUTHWEST OF THE CENTER LINE
 GB0160'OF THE ROAD, 70 FEET WEST OF A FENCE CORNER, 9 1/2 FEET SOUTH OF
 GB0160'A 12-INCH BEECH TREE, 38 FEET NORTH OF A FENCE LINE, AND ABOUT
 GB0160'4 FEET BELOW THE ROAD.
 GB0160
 GB0160                          STATION RECOVERY (1957)
 GB0160
 GB0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1087 ***********************************************************************
 GB1087  DESIGNATION -  K 203
 GB1087  PID         -  GB1087
 GB1087  STATE/COUNTY-  TN/PICKETT
 GB1087  USGS QUAD   -  SHARP PLACE (1981)
 GB1087
 GB1087                         *CURRENT SURVEY CONTROL
 GB1087  ___________________________________________________________________
 GB1087* NAD 83(1986)-  36 34 03.     (N)    084 51 14.     (W)     SCALED    
 GB1087* NAVD 88     -       511.234  (meters)    1677.27   (feet)  ADJUSTED  
 GB1087  ___________________________________________________________________
 GB1087  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GB1087  DYNAMIC HT  -         510.804 (meters)    1675.86  (feet)  COMP
 GB1087  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GB1087
 GB1087  VERT ORDER  -  SECOND    CLASS 0
 GB1087
 GB1087.The horizontal coordinates were scaled from a topographic map and have
 GB1087.an estimated accuracy of +/- 6 seconds.
 GB1087
 GB1087.The orthometric height was determined by differential leveling
 GB1087.and adjusted by the National Geodetic Survey in June 1991..
 GB1087
 GB1087.The geoid height was determined by GEOID03.
 GB1087
 GB1087.The dynamic height is computed by dividing the NAVD 88
 GB1087.geopotential number by the normal gravity value computed on the
 GB1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1087.degrees latitude (g = 980.6199 gals.).
 GB1087
 GB1087.The modeled gravity was interpolated from observed gravity values.
 GB1087
 GB1087;                    North         East    Units  Estimated Accuracy
 GB1087;SPC TN       -   248,490.      702,590.      MT  (+/- 180 meters Scaled)
 GB1087
 GB1087                          SUPERSEDED SURVEY CONTROL
 GB1087
 GB1087  NGVD 29 (??/??/92)  511.363  (m)         1677.70   (f) ADJ UNCH    2 0
 GB1087
 GB1087.Superseded values are not recommended for survey control.
 GB1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1087.See file dsdata.txt to determine how the superseded data were derived.
 GB1087
 GB1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF920490(NAD 83)
 GB1087_MARKER: DB = BENCH MARK DISK
 GB1087_SETTING: 66 = SET IN ROCK OUTCROP
 GB1087_SP_SET: ROCK OUTCROP
 GB1087_STAMPING: K 203 1951 1677.697
 GB1087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1087+STABILITY: POSITION/ELEVATION WELL
 GB1087
 GB1087  HISTORY     - Date     Condition        Report By
 GB1087  HISTORY     - 1951     MONUMENTED       CGS
 GB1087  HISTORY     - 1958     GOOD             NGS
 GB1087
 GB1087                          STATION DESCRIPTION
 GB1087
 GB1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1087'10.6 MI N FROM EAST JAMESTOWN.
 GB1087'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1087'AT EAST JAMESTOWN, THENCE ABOUT 4.45 MILES NORTHWEST AND NORTH
 GB1087'ALONG A GRAVEL ROAD, ABOUT 0.75 MILE NORTH OF PICKETT-FENTRESS
 GB1087'COUNTY LINE, AT A ROAD NORTHWEST, IN THE TOP OF AN OUTCROP OF
 GB1087'SANDSTONE, 70 FEET SOUTHWEST AND ACROSS ROAD NORTHWEST FROM
 GB1087'CENTER LINE OF ROAD, 42 FEET SOUTHWEST OF CENTER LINE OF ROAD
 GB1087'NORTHWEST, 72 FEET WEST OF CENTER OF JUNCTION, 15 FEET WEST
 GB1087'OF A TRIANGULAR BLAZED 30-INCH OAK TREE, AND ABOUT 2 1/2 FEET
 GB1087'BELOW ROAD.
 GB1087
 GB1087                          STATION RECOVERY (1958)
 GB1087
 GB1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1585 ***********************************************************************
 GB1585  DESIGNATION -  K 204
 GB1585  PID         -  GB1585
 GB1585  STATE/COUNTY-  TN/CLAY
 GB1585  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1585
 GB1585                         *CURRENT SURVEY CONTROL
 GB1585  ___________________________________________________________________
 GB1585* NAD 83(1986)-  36 32 42.     (N)    085 27 47.     (W)     SCALED    
 GB1585* NAVD 88     -       167.523  (meters)     549.62   (feet)  ADJUSTED  
 GB1585  ___________________________________________________________________
 GB1585  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB1585  DYNAMIC HT  -         167.378 (meters)     549.14  (feet)  COMP
 GB1585  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GB1585
 GB1585  VERT ORDER  -  SECOND    CLASS 0
 GB1585
 GB1585.The horizontal coordinates were scaled from a topographic map and have
 GB1585.an estimated accuracy of +/- 6 seconds.
 GB1585
 GB1585.The orthometric height was determined by differential leveling
 GB1585.and adjusted by the National Geodetic Survey in June 1991..
 GB1585
 GB1585.The geoid height was determined by GEOID03.
 GB1585
 GB1585.The dynamic height is computed by dividing the NAVD 88
 GB1585.geopotential number by the normal gravity value computed on the
 GB1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1585.degrees latitude (g = 980.6199 gals.).
 GB1585
 GB1585.The modeled gravity was interpolated from observed gravity values.
 GB1585
 GB1585;                    North         East    Units  Estimated Accuracy
 GB1585;SPC TN       -   245,520.      648,080.      MT  (+/- 180 meters Scaled)
 GB1585
 GB1585                          SUPERSEDED SURVEY CONTROL
 GB1585
 GB1585  NGVD 29 (??/??/92)  167.632  (m)          549.97   (f) ADJ UNCH    2 0
 GB1585
 GB1585.Superseded values are not recommended for survey control.
 GB1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1585.See file dsdata.txt to determine how the superseded data were derived.
 GB1585
 GB1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF375454(NAD 83)
 GB1585_MARKER: DB = BENCH MARK DISK
 GB1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1585_STAMPING: K 204 1951
 GB1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1585+STABILITY: SURFACE MOTION
 GB1585
 GB1585  HISTORY     - Date     Condition        Report By
 GB1585  HISTORY     - 1951     MONUMENTED       CGS
 GB1585  HISTORY     - 1966     GOOD             NGS
 GB1585
 GB1585                          STATION DESCRIPTION
 GB1585
 GB1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1585'2.8 MI E FROM CELINA.
 GB1585'ABOUT 2.75 MILES EAST ALONG STATE ROUTE 53 FROM THE CLAY COUNTY
 GB1585'COURTHOUSE IN CELINA, ABOUT 0.1 MILE SOUTHWEST OF A PAVED ROAD
 GB1585'LEADING TO DALE HOLLOW DAM, 55 FEET SOUTHWEST OF THE APPROXIMATE
 GB1585'CENTER OF A GRAVELED ROAD LEADING INTO A FARMHOUSE, 52 FEET
 GB1585'SOUTHWEST OF A 10-INCH CEDAR TREE, 27 FEET NORTHWEST OF THE
 GB1585'APPROXIMATE CENTER OF STATE ROUTE 53, 21 FEET NORTHEAST OF A
 GB1585'4 BY 4 INCH CONCRETE RIGHT-OF-WAY MARKER, AND 1.3 FEET SOUTHEAST
 GB1585'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK
 GB1585'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT SET
 GB1585'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GB1585'K 204.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0175 ***********************************************************************
 FE0175  DESIGNATION -  K 21
 FE0175  PID         -  FE0175
 FE0175  STATE/COUNTY-  TN/DECATUR
 FE0175  USGS QUAD   -  BATH SPRINGS (1972)
 FE0175
 FE0175                         *CURRENT SURVEY CONTROL
 FE0175  ___________________________________________________________________
 FE0175* NAD 83(1986)-  35 27 37.     (N)    088 06 18.     (W)     SCALED    
 FE0175* NAVD 88     -       128.657  (meters)     422.10   (feet)  ADJUSTED  
 FE0175  ___________________________________________________________________
 FE0175  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE0175  DYNAMIC HT  -         128.540 (meters)     421.72  (feet)  COMP
 FE0175  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 FE0175
 FE0175  VERT ORDER  -  FIRST     CLASS II
 FE0175
 FE0175.The horizontal coordinates were scaled from a topographic map and have
 FE0175.an estimated accuracy of +/- 6 seconds.
 FE0175
 FE0175.The orthometric height was determined by differential leveling
 FE0175.and adjusted by the National Geodetic Survey in June 1991..
 FE0175
 FE0175.The geoid height was determined by GEOID03.
 FE0175
 FE0175.The dynamic height is computed by dividing the NAVD 88
 FE0175.geopotential number by the normal gravity value computed on the
 FE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0175.degrees latitude (g = 980.6199 gals.).
 FE0175
 FE0175.The modeled gravity was interpolated from observed gravity values.
 FE0175
 FE0175;                    North         East    Units  Estimated Accuracy
 FE0175;SPC TN       -   127,090.      408,940.      MT  (+/- 180 meters Scaled)
 FE0175
 FE0175                          SUPERSEDED SURVEY CONTROL
 FE0175
 FE0175  NGVD 29 (??/??/??)  128.665  (m)          422.13   (f) ADJUSTED    1 2
 FE0175
 FE0175.Superseded values are not recommended for survey control.
 FE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0175.See file dsdata.txt to determine how the superseded data were derived.
 FE0175
 FE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE997246(NAD 83)
 FE0175_MARKER: DB = BENCH MARK DISK
 FE0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0175_STAMPING: K 21 1934 422.322
 FE0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0175+STABILITY: SURFACE MOTION
 FE0175
 FE0175  HISTORY     - Date     Condition        Report By
 FE0175  HISTORY     - 1934     MONUMENTED       CGS
 FE0175  HISTORY     - 1947     GOOD             CGS
 FE0175
 FE0175                          STATION DESCRIPTION
 FE0175
 FE0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0175'1.5 MI N FROM BATH SPRINGS.
 FE0175'1.5 MILES NORTH ALONG STATE HIGHWAY 69 FROM ITS JUNCTION WITH
 FE0175'STATE HIGHWAY 114 AT BATH SPRINGS, 67.5 FEET SOUTHWEST OF THE
 FE0175'SOUTHWEST CORNER OF A LOG HOUSE, 31.5 FEET NORTHWEST OF A
 FE0175'3-FOOT ELM TREE, 20.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE0175'DRIVE TO THE HOUSE, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 FE0175'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 FE0175'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1293 ***********************************************************************
 FE1293  DESIGNATION -  K 212
 FE1293  PID         -  FE1293
 FE1293  STATE/COUNTY-  TN/FAYETTE
 FE1293  USGS QUAD   -  GALLAWAY (1981)
 FE1293
 FE1293                         *CURRENT SURVEY CONTROL
 FE1293  ___________________________________________________________________
 FE1293* NAD 83(1986)-  35 18 20.     (N)    089 37 02.     (W)     SCALED    
 FE1293* NAVD 88     -        84.941  (meters)     278.68   (feet)  ADJUSTED  
 FE1293  ___________________________________________________________________
 FE1293  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1293  DYNAMIC HT  -          84.865 (meters)     278.43  (feet)  COMP
 FE1293  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 FE1293
 FE1293  VERT ORDER  -  SECOND    CLASS 0
 FE1293
 FE1293.The horizontal coordinates were scaled from a topographic map and have
 FE1293.an estimated accuracy of +/- 6 seconds.
 FE1293
 FE1293.The orthometric height was determined by differential leveling
 FE1293.and adjusted by the National Geodetic Survey in June 1991..
 FE1293
 FE1293.The geoid height was determined by GEOID03.
 FE1293
 FE1293.The dynamic height is computed by dividing the NAVD 88
 FE1293.geopotential number by the normal gravity value computed on the
 FE1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1293.degrees latitude (g = 980.6199 gals.).
 FE1293
 FE1293.The modeled gravity was interpolated from observed gravity values.
 FE1293
 FE1293;                    North         East    Units  Estimated Accuracy
 FE1293;SPC TN       -   113,950.      271,100.      MT  (+/- 180 meters Scaled)
 FE1293
 FE1293                          SUPERSEDED SURVEY CONTROL
 FE1293
 FE1293  NGVD 29 (??/??/??)   84.929  (m)          278.64   (f) ADJUSTED    2 0
 FE1293
 FE1293.Superseded values are not recommended for survey control.
 FE1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1293.See file dsdata.txt to determine how the superseded data were derived.
 FE1293
 FE1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE620100(NAD 83)
 FE1293_MARKER: DB = BENCH MARK DISK
 FE1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1293_SP_SET: BRIDGE ABUTMENT
 FE1293_STAMPING: K 212 1958
 FE1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1293
 FE1293  HISTORY     - Date     Condition        Report By
 FE1293  HISTORY     - 1958     MONUMENTED       CGS
 FE1293  HISTORY     - 20021002 POOR             USACE
 FE1293
 FE1293                          STATION DESCRIPTION
 FE1293
 FE1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1293'1.2 MI S FROM GALLAWAY.
 FE1293'1.2 MILES SOUTH ALONG PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1293'AT GALLAWAY, 11.8 FT. SOUTHEAST OF THE CENTER LINE OF PAVED
 FE1293'ROAD, 1.2 FT NORTHEAST OF THE SOUTHWEST END OF CONCRETE BRIDGE
 FE1293'OVER LOOSAHATCHIE DRAINGE CANAL, A C AND GS DISK DRILLED IN
 FE1293'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT, ABOUT 0.5
 FE1293'FT. ABOVE THE LEVEL OF THE ROAD.
 FE1293
 FE1293                          STATION RECOVERY (2002)
 FE1293
 FE1293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1293'FOUND MARK, HOWEVER BRIDGE IS UNDER CONSTRUCTION. SPOKE TO THE JOB
 FE1293'FOREMAN AND HE SAID MONUMENT WILL BE COVERED IN 12 INCHES OF CONCRETE
 FE1293'BEFORE 11,1,2002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1083 ***********************************************************************
 FE1083  DESIGNATION -  K 213
 FE1083  PID         -  FE1083
 FE1083  STATE/COUNTY-  TN/FAYETTE
 FE1083  USGS QUAD   -  LAMBERT (1983)
 FE1083
 FE1083                         *CURRENT SURVEY CONTROL
 FE1083  ___________________________________________________________________
 FE1083* NAD 83(1986)-  35 21 57.     (N)    089 26 29.     (W)     SCALED    
 FE1083* NAVD 88     -        98.500  (meters)     323.16   (feet)  ADJUSTED  
 FE1083  ___________________________________________________________________
 FE1083  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1083  DYNAMIC HT  -          98.412 (meters)     322.87  (feet)  COMP
 FE1083  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE1083
 FE1083  VERT ORDER  -  SECOND    CLASS 0
 FE1083
 FE1083.The horizontal coordinates were scaled from a topographic map and have
 FE1083.an estimated accuracy of +/- 6 seconds.
 FE1083
 FE1083.The orthometric height was determined by differential leveling
 FE1083.and adjusted by the National Geodetic Survey in June 1991..
 FE1083
 FE1083.The geoid height was determined by GEOID03.
 FE1083
 FE1083.The dynamic height is computed by dividing the NAVD 88
 FE1083.geopotential number by the normal gravity value computed on the
 FE1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1083.degrees latitude (g = 980.6199 gals.).
 FE1083
 FE1083.The modeled gravity was interpolated from observed gravity values.
 FE1083
 FE1083;                    North         East    Units  Estimated Accuracy
 FE1083;SPC TN       -   120,050.      287,320.      MT  (+/- 180 meters Scaled)
 FE1083
 FE1083                          SUPERSEDED SURVEY CONTROL
 FE1083
 FE1083  NGVD 29 (??/??/??)   98.485  (m)          323.11   (f) ADJUSTED    2 0
 FE1083
 FE1083.Superseded values are not recommended for survey control.
 FE1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1083.See file dsdata.txt to determine how the superseded data were derived.
 FE1083
 FE1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE781163(NAD 83)
 FE1083_MARKER: DB = BENCH MARK DISK
 FE1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1083_STAMPING: K 213 1959
 FE1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1083+STABILITY: SURFACE MOTION
 FE1083
 FE1083  HISTORY     - Date     Condition        Report By
 FE1083  HISTORY     - 1959     MONUMENTED       CGS
 FE1083  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1083
 FE1083                          STATION DESCRIPTION
 FE1083
 FE1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1083'9.6 MI ESE FROM BRADEN.
 FE1083'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1083'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1083'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1083'MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1083'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1083'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, 104 FT. NORTHEAST
 FE1083'AND ACROSS THE ROAD FROM THE ENTRANCE TO A PRIVATE DRIVE, 52
 FE1083'FT. NORTHWEST OF THE CENTER LINE OF THE T JUNCTION OF A GRAVEL
 FE1083'ROAD LEADING EAST AND WEST, AND A DIRT ROAD LEADING NORTH, 17.6
 FE1083'FT. WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 2
 FE1083'FT. NORTH OF A POWER LINE POLE, 1.4 FT.SOUTH OF A WITNESS POST,
 FE1083'A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 2
 FE1083'INCHES, ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
 FE1083
 FE1083                          STATION RECOVERY (2002)
 FE1083
 FE1083'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1083'SUSPECTED DESTROYED, AREA HAS BEEN DITCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0828 ***********************************************************************
 FE0828  DESIGNATION -  K 214
 FE0828  PID         -  FE0828
 FE0828  STATE/COUNTY-  TN/HAYWOOD
 FE0828  USGS QUAD   -  SUNNYHILL (1983)
 FE0828
 FE0828                         *CURRENT SURVEY CONTROL
 FE0828  ___________________________________________________________________
 FE0828* NAD 83(1986)-  35 33 12.     (N)    089 12 00.     (W)     SCALED    
 FE0828* NAVD 88     -       102.939  (meters)     337.73   (feet)  ADJUSTED  
 FE0828  ___________________________________________________________________
 FE0828  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE0828  DYNAMIC HT  -         102.848 (meters)     337.43  (feet)  COMP
 FE0828  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 FE0828
 FE0828  VERT ORDER  -  SECOND    CLASS 0
 FE0828
 FE0828.The horizontal coordinates were scaled from a topographic map and have
 FE0828.an estimated accuracy of +/- 6 seconds.
 FE0828
 FE0828.The orthometric height was determined by differential leveling
 FE0828.and adjusted by the National Geodetic Survey in June 1991..
 FE0828
 FE0828.The geoid height was determined by GEOID03.
 FE0828
 FE0828.The dynamic height is computed by dividing the NAVD 88
 FE0828.geopotential number by the normal gravity value computed on the
 FE0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0828.degrees latitude (g = 980.6199 gals.).
 FE0828
 FE0828.The modeled gravity was interpolated from observed gravity values.
 FE0828
 FE0828;                    North         East    Units  Estimated Accuracy
 FE0828;SPC TN       -   140,100.      309,920.      MT  (+/- 180 meters Scaled)
 FE0828
 FE0828                          SUPERSEDED SURVEY CONTROL
 FE0828
 FE0828  NGVD 29 (??/??/??)  102.950  (m)          337.76   (f) ADJUSTED    2 0
 FE0828
 FE0828.Superseded values are not recommended for survey control.
 FE0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0828.See file dsdata.txt to determine how the superseded data were derived.
 FE0828
 FE0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE005366(NAD 83)
 FE0828_MARKER: DB = BENCH MARK DISK
 FE0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0828_STAMPING: K 214 1959
 FE0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0828+STABILITY: SURFACE MOTION
 FE0828
 FE0828  HISTORY     - Date     Condition        Report By
 FE0828  HISTORY     - 1959     MONUMENTED       CGS
 FE0828  HISTORY     - 20020803 MARK NOT FOUND   USACE
 FE0828
 FE0828                          STATION DESCRIPTION
 FE0828
 FE0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0828'7.8 MI SE FROM BROWNSVILLE.
 FE0828'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0828'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0828'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0828'ROAD, THENCE ABOUT 0.9 MILE NORTHEAST ACROSS COUNTRY, THE
 FE0828'BENCH MARK IS LOCATED ABOUT 0.1 MILE EAST OF A FARM HOUSE,
 FE0828'147 FT. NORTHEAST OF THE INTERSTATE HIGHWAY, 48 FT. NORTH OF THE
 FE0828'CENTER OF A DIRT ROAD, 1.3 FT. EAST OF A FENCE, 2.2 FT. SOUTH
 FE0828'OF A WITNESS POST, ABOUT 0.1 MILE WEST OF A SMALL WOOD BRIDGE,
 FE0828'A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 2
 FE0828'INCHES.
 FE0828
 FE0828                          STATION RECOVERY (2002)
 FE0828
 FE0828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0828'DIRT ROAD AND FARM HOUSE NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0856 ***********************************************************************
 FE0856  DESIGNATION -  K 215
 FE0856  PID         -  FE0856
 FE0856  STATE/COUNTY-  TN/MADISON
 FE0856  USGS QUAD   -  DENMARK (1981)
 FE0856
 FE0856                         *CURRENT SURVEY CONTROL
 FE0856  ___________________________________________________________________
 FE0856* NAD 83(1986)-  35 36 11.     (N)    089 02 17.     (W)     SCALED    
 FE0856* NAVD 88     -       122.076  (meters)     400.51   (feet)  ADJUSTED  
 FE0856  ___________________________________________________________________
 FE0856  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0856  DYNAMIC HT  -         121.967 (meters)     400.15  (feet)  COMP
 FE0856  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 FE0856
 FE0856  VERT ORDER  -  SECOND    CLASS 0
 FE0856
 FE0856.The horizontal coordinates were scaled from a topographic map and have
 FE0856.an estimated accuracy of +/- 6 seconds.
 FE0856
 FE0856.The orthometric height was determined by differential leveling
 FE0856.and adjusted by the National Geodetic Survey in June 1991..
 FE0856
 FE0856.The geoid height was determined by GEOID03.
 FE0856
 FE0856.The dynamic height is computed by dividing the NAVD 88
 FE0856.geopotential number by the normal gravity value computed on the
 FE0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0856.degrees latitude (g = 980.6199 gals.).
 FE0856
 FE0856.The modeled gravity was interpolated from observed gravity values.
 FE0856
 FE0856;                    North         East    Units  Estimated Accuracy
 FE0856;SPC TN       -   145,150.      324,770.      MT  (+/- 180 meters Scaled)
 FE0856
 FE0856                          SUPERSEDED SURVEY CONTROL
 FE0856
 FE0856  NGVD 29 (??/??/??)  122.097  (m)          400.58   (f) ADJUSTED    2 0
 FE0856
 FE0856.Superseded values are not recommended for survey control.
 FE0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0856.See file dsdata.txt to determine how the superseded data were derived.
 FE0856
 FE0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE153418(NAD 83)
 FE0856_MARKER: DB = BENCH MARK DISK
 FE0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0856_SP_SET: CULVERT
 FE0856_STAMPING: K 215 1959
 FE0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0856+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 FE0856
 FE0856  HISTORY     - Date     Condition        Report By
 FE0856  HISTORY     - 1959     MONUMENTED       CGS
 FE0856  HISTORY     - 20020907 GOOD             USACE
 FE0856
 FE0856                          STATION DESCRIPTION
 FE0856
 FE0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0856'13 MI E FROM BROWNSVILLE.
 FE0856'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0856'BROWNSVILLE, THENCE 3.25 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0856'40, 0.3 MILE EAST FROM TS-D1.  IT IS 51 FEET SOUTH-SOUTHEAST OF
 FE0856'THE CENTER OF THE EAST BOUND TRAFFIC LANE OF THE INTERSTATE
 FE0856'HIGHWAY, 0.1 MILE EAST OF A OVERPASS, 7 FEET BELOW THE LEVEL OF
 FE0856'THE ROAD, SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH CONCRETE
 FE0856'WINGWALL OF A CULVERT.
 FE0856
 FE0856                          STATION RECOVERY (2002)
 FE0856
 FE0856'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0669 ***********************************************************************
 FE0669  DESIGNATION -  K 216
 FE0669  PID         -  FE0669
 FE0669  STATE/COUNTY-  TN/HENDERSON
 FE0669  USGS QUAD   -  JUNO (1980)
 FE0669
 FE0669                         *CURRENT SURVEY CONTROL
 FE0669  ___________________________________________________________________
 FE0669* NAD 83(1986)-  35 44 46.     (N)    088 32 59.     (W)     SCALED    
 FE0669* NAVD 88     -       130.900  (meters)     429.46   (feet)  ADJUSTED  
 FE0669  ___________________________________________________________________
 FE0669  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0669  DYNAMIC HT  -         130.783 (meters)     429.08  (feet)  COMP
 FE0669  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FE0669
 FE0669  VERT ORDER  -  SECOND    CLASS 0
 FE0669
 FE0669.The horizontal coordinates were scaled from a topographic map and have
 FE0669.an estimated accuracy of +/- 6 seconds.
 FE0669
 FE0669.The orthometric height was determined by differential leveling
 FE0669.and adjusted by the National Geodetic Survey in June 1991..
 FE0669
 FE0669.The geoid height was determined by GEOID03.
 FE0669
 FE0669.The dynamic height is computed by dividing the NAVD 88
 FE0669.geopotential number by the normal gravity value computed on the
 FE0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0669.degrees latitude (g = 980.6199 gals.).
 FE0669
 FE0669.The modeled gravity was interpolated from observed gravity values.
 FE0669
 FE0669;                    North         East    Units  Estimated Accuracy
 FE0669;SPC TN       -   159,750.      369,410.      MT  (+/- 180 meters Scaled)
 FE0669
 FE0669                          SUPERSEDED SURVEY CONTROL
 FE0669
 FE0669  NGVD 29 (??/??/??)  130.928  (m)          429.55   (f) ADJUSTED    2 0
 FE0669
 FE0669.Superseded values are not recommended for survey control.
 FE0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0669.See file dsdata.txt to determine how the superseded data were derived.
 FE0669
 FE0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE598568(NAD 83)
 FE0669_MARKER: DB = BENCH MARK DISK
 FE0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0669_STAMPING: K 216 1959
 FE0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0669+STABILITY: SURFACE MOTION
 FE0669
 FE0669  HISTORY     - Date     Condition        Report By
 FE0669  HISTORY     - 1959     MONUMENTED       CGS
 FE0669  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0669
 FE0669                          STATION DESCRIPTION
 FE0669
 FE0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0669'19.2 MI SW FROM YUMA.
 FE0669'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0669'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON
 FE0669'A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0669'AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO
 FE0669'A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0669'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES
 FE0669'EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILE NORTHWEST ON
 FE0669'STATE HIGHWAY 104, THENCE 2.4 MILE WEST ON A GRAVELED ROAD, 30 FT.
 FE0669'SOUTH OF THE CENTER OF A GRAVELED ROAD, 17 FT. WEST OF THE CENTER
 FE0669'OF A TRACK ROAD, 1.2 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN
 FE0669'TOP OF A CONCRETE POST PROJECTING 2 INCHES, ABOUT LEVEL WITH THE
 FE0669'ROAD.
 FE0669
 FE0669                          STATION RECOVERY (2002)
 FE0669
 FE0669'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0669'FOUND OLD WITNESS POST PULLED OUT OF GROUND WITH T POST BENT AS IF
 FE0669'PUSHED BY HEAVY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0049 ***********************************************************************
 FE0049  DESIGNATION -  K 217
 FE0049  PID         -  FE0049
 FE0049  STATE/COUNTY-  TN/BENTON
 FE0049  USGS QUAD   -  SUGAR TREE (1986)
 FE0049
 FE0049                         *CURRENT SURVEY CONTROL
 FE0049  ___________________________________________________________________
 FE0049* NAD 83(1986)-  35 50 33.     (N)    088 00 47.     (W)     SCALED    
 FE0049* NAVD 88     -       119.509  (meters)     392.09   (feet)  ADJUSTED  
 FE0049  ___________________________________________________________________
 FE0049  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE0049  DYNAMIC HT  -         119.405 (meters)     391.75  (feet)  COMP
 FE0049  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 FE0049
 FE0049  VERT ORDER  -  SECOND    CLASS 0
 FE0049
 FE0049.The horizontal coordinates were scaled from a topographic map and have
 FE0049.an estimated accuracy of +/- 6 seconds.
 FE0049
 FE0049.The orthometric height was determined by differential leveling
 FE0049.and adjusted by the National Geodetic Survey in June 1991..
 FE0049
 FE0049.The geoid height was determined by GEOID03.
 FE0049
 FE0049.The dynamic height is computed by dividing the NAVD 88
 FE0049.geopotential number by the normal gravity value computed on the
 FE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0049.degrees latitude (g = 980.6199 gals.).
 FE0049
 FE0049.The modeled gravity was interpolated from observed gravity values.
 FE0049
 FE0049;                    North         East    Units  Estimated Accuracy
 FE0049;SPC TN       -   169,310.      418,160.      MT  (+/- 180 meters Scaled)
 FE0049
 FE0049                          SUPERSEDED SURVEY CONTROL
 FE0049
 FE0049  NGVD 29 (??/??/??)  119.535  (m)          392.17   (f) ADJUSTED    2 0
 FE0049
 FE0049.Superseded values are not recommended for survey control.
 FE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0049.See file dsdata.txt to determine how the superseded data were derived.
 FE0049
 FE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE085669(NAD 83)
 FE0049_MARKER: DB = BENCH MARK DISK
 FE0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0049_STAMPING: K 217 1959
 FE0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0049+STABILITY: SURFACE MOTION
 FE0049
 FE0049  HISTORY     - Date     Condition        Report By
 FE0049  HISTORY     - 1959     MONUMENTED       CGS
 FE0049  HISTORY     - 1972     GOOD             TVA
 FE0049
 FE0049                          STATION DESCRIPTION
 FE0049
 FE0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0049'5.4 MI SE FROM MC ILLWAIN.
 FE0049'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0049'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0049'MILES SOUTHEAST OF HOLLADAY, GO 1.6 MILES SOUTHEAST ON STATE
 FE0049'HIGHWAY 69, THENCE 1.1 MILES EAST AND NORTH ON A GRAVELED ROAD
 FE0049'TO A T JUNCTION, THENCE 1.4 MILES SOUTHEAST ON A GRAVELED ROAD,
 FE0049'THENCE 0.2 MILE SOUTH ON A GRAVELED ROAD TO A T JUNCTION, THENCE
 FE0049'0.8 MILE SOUTHEAST ON A GRAVELED ROAD, THENCE 0.3 MILE EAST ON
 FE0049'A GRAVELED ROAD, THE MARK IS LOCATED 0.2 MILE EAST OF A STEEL
 FE0049'BRIDGE, 43 FT. NORTH AND ACROSS THE ROAD FROM A 30 INCH GUM
 FE0049'TREE, 24 FT. NORTH OF THE CENTER OF A GRAVELED ROAD, 3.2 FT. SOUTH
 FE0049'OF A FENCE, 1.9 FT. NORTH OF A WITNESS SIGN, A DISK SET IN TOP
 FE0049'OF A CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 2 FT. ABOVE THE
 FE0049'LEVEL OF THE ROAD.  NOTE-- TVA POST AND SIGN SET AT MARKER.
 FE0049
 FE0049                          STATION RECOVERY (1972)
 FE0049
 FE0049'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1151 ***********************************************************************
 FD1151  DESIGNATION -  K 218
 FD1151  PID         -  FD1151
 FD1151  STATE/COUNTY-  TN/HICKMAN
 FD1151  USGS QUAD   -  BUCKSNORT (1968)
 FD1151
 FD1151                         *CURRENT SURVEY CONTROL
 FD1151  ___________________________________________________________________
 FD1151* NAD 83(1986)-  35 53 09.     (N)    087 40 35.     (W)     SCALED    
 FD1151* NAVD 88     -       125.397  (meters)     411.41   (feet)  ADJUSTED  
 FD1151  ___________________________________________________________________
 FD1151  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FD1151  DYNAMIC HT  -         125.288 (meters)     411.05  (feet)  COMP
 FD1151  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 FD1151
 FD1151  VERT ORDER  -  SECOND    CLASS 0
 FD1151
 FD1151.The horizontal coordinates were scaled from a topographic map and have
 FD1151.an estimated accuracy of +/- 6 seconds.
 FD1151
 FD1151.The orthometric height was determined by differential leveling
 FD1151.and adjusted by the National Geodetic Survey in June 1991..
 FD1151
 FD1151.The geoid height was determined by GEOID03.
 FD1151
 FD1151.The dynamic height is computed by dividing the NAVD 88
 FD1151.geopotential number by the normal gravity value computed on the
 FD1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1151.degrees latitude (g = 980.6199 gals.).
 FD1151
 FD1151.The modeled gravity was interpolated from observed gravity values.
 FD1151
 FD1151;                    North         East    Units  Estimated Accuracy
 FD1151;SPC TN       -   173,550.      448,650.      MT  (+/- 180 meters Scaled)
 FD1151
 FD1151                          SUPERSEDED SURVEY CONTROL
 FD1151
 FD1151  NGVD 29 (??/??/92)  125.422  (m)          411.49   (f) ADJ UNCH    2 0
 FD1151
 FD1151.Superseded values are not recommended for survey control.
 FD1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1151.See file dsdata.txt to determine how the superseded data were derived.
 FD1151
 FD1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE389714(NAD 83)
 FD1151_MARKER: DB = BENCH MARK DISK
 FD1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1151_STAMPING: K 218 1959
 FD1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1151+STABILITY: SURFACE MOTION
 FD1151
 FD1151  HISTORY     - Date     Condition        Report By
 FD1151  HISTORY     - 1959     MONUMENTED       CGS
 FD1151
 FD1151                          STATION DESCRIPTION
 FD1151
 FD1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1151'2.8 MI NE FROM ONLY.
 FD1151'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1151'6173, GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4
 FD1151'MILES NORTHWEST ON A GRAVELED ROAD, THENCE 0.65 MILE EAST ON
 FD1151'A GRAVELED ROAD, 100 FT. WEST OF THE NORTHWEST CORNER OF A HOUSE,
 FD1151'92 FT. SOUTHWEST OF A 36-INCH OAK TREE IN FRONT OF THE HOUSE,
 FD1151'37 FT. SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 22 FT.
 FD1151'NORTH OF A 24-INCH ELM TREE, 1.6 FT. SOUTH OF A WITNESS SIGN,
 FD1151'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND
 FD1151'ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1457 ***********************************************************************
 GC1457  DESIGNATION -  K 219
 GC1457  PID         -  GC1457
 GC1457  STATE/COUNTY-  TN/DICKSON
 GC1457  USGS QUAD   -  BURNS (1986)
 GC1457
 GC1457                         *CURRENT SURVEY CONTROL
 GC1457  ___________________________________________________________________
 GC1457* NAD 83(1986)-  36 01 43.     (N)    087 16 29.     (W)     SCALED    
 GC1457* NAVD 88     -       252.124  (meters)     827.18   (feet)  ADJUSTED  
 GC1457  ___________________________________________________________________
 GC1457  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1457  DYNAMIC HT  -         251.905 (meters)     826.46  (feet)  COMP
 GC1457  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 GC1457
 GC1457  VERT ORDER  -  SECOND    CLASS 0
 GC1457
 GC1457.The horizontal coordinates were scaled from a topographic map and have
 GC1457.an estimated accuracy of +/- 6 seconds.
 GC1457
 GC1457.The orthometric height was determined by differential leveling
 GC1457.and adjusted by the National Geodetic Survey in June 1991..
 GC1457
 GC1457.The geoid height was determined by GEOID03.
 GC1457
 GC1457.The dynamic height is computed by dividing the NAVD 88
 GC1457.geopotential number by the normal gravity value computed on the
 GC1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1457.degrees latitude (g = 980.6199 gals.).
 GC1457
 GC1457.The modeled gravity was interpolated from observed gravity values.
 GC1457
 GC1457;                    North         East    Units  Estimated Accuracy
 GC1457;SPC TN       -   188,840.      485,120.      MT  (+/- 180 meters Scaled)
 GC1457
 GC1457                          SUPERSEDED SURVEY CONTROL
 GC1457
 GC1457  NGVD 29 (??/??/92)  252.119  (m)          827.16   (f) ADJ UNCH    2 0
 GC1457
 GC1457.Superseded values are not recommended for survey control.
 GC1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1457.See file dsdata.txt to determine how the superseded data were derived.
 GC1457
 GC1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE752871(NAD 83)
 GC1457_MARKER: DB = BENCH MARK DISK
 GC1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1457_SP_SET: SQUARE CONCRETE MONUMENT
 GC1457_STAMPING: K 219 1959
 GC1457_MARK LOGO: CGS   
 GC1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1457+STABILITY: SURFACE MOTION
 GC1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1457+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1987
 GC1457
 GC1457  HISTORY     - Date     Condition        Report By
 GC1457  HISTORY     - 1959     MONUMENTED       CGS
 GC1457  HISTORY     - 19870624 GOOD             LOCENG
 GC1457
 GC1457                          STATION DESCRIPTION
 GC1457
 GC1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1457'4.8 MI NE FROM TIDWELL.
 GC1457'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1457'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1457'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1457'ROAD, THENCE 0.65 MILES SOUTHEAST, THENCE 1.2 MILES NORTHEAST ON A
 GC1457'GRAVELED ROAD, 32 FT. WEST OF THE CENTER OF A PRIVATE DRIVE,
 GC1457'19 FT. SOUTH OF THE CENTER OF THE GRAVELED ROAD, 5 FT. WEST OF A
 GC1457'FENCE CORNER POST, ABOUT 120 FT. NORTHWEST OF THE NORTHWEST
 GC1457'CORNER OF A HOUSE, AND 3 FT. SOUTH OF A WITNESS SIGN, A DISK
 GC1457'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND ABOUT
 GC1457'3 FT. ABOVE THE LEVEL OF THE ROAD.
 GC1457
 GC1457                          STATION RECOVERY (1987)
 GC1457
 GC1457'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1384 ***********************************************************************
 GC1384  DESIGNATION -  K 22
 GC1384  PID         -  GC1384
 GC1384  STATE/COUNTY-  TN/DICKSON
 GC1384  USGS QUAD   -  VANLEER (1983)
 GC1384
 GC1384                         *CURRENT SURVEY CONTROL
 GC1384  ___________________________________________________________________
 GC1384* NAD 83(1986)-  36 08 07.     (N)    087 26 00.     (W)     SCALED    
 GC1384* NAVD 88     -       268.657  (meters)     881.42   (feet)  ADJUSTED  
 GC1384  ___________________________________________________________________
 GC1384  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC1384  DYNAMIC HT  -         268.423 (meters)     880.65  (feet)  COMP
 GC1384  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 GC1384
 GC1384  VERT ORDER  -  SECOND    CLASS 0
 GC1384
 GC1384.The horizontal coordinates were scaled from a topographic map and have
 GC1384.an estimated accuracy of +/- 6 seconds.
 GC1384
 GC1384.The orthometric height was determined by differential leveling
 GC1384.and adjusted by the National Geodetic Survey in June 1991..
 GC1384
 GC1384.The geoid height was determined by GEOID03.
 GC1384
 GC1384.The dynamic height is computed by dividing the NAVD 88
 GC1384.geopotential number by the normal gravity value computed on the
 GC1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1384.degrees latitude (g = 980.6199 gals.).
 GC1384
 GC1384.The modeled gravity was interpolated from observed gravity values.
 GC1384
 GC1384;                    North         East    Units  Estimated Accuracy
 GC1384;SPC TN       -   200,870.      471,000.      MT  (+/- 180 meters Scaled)
 GC1384
 GC1384                          SUPERSEDED SURVEY CONTROL
 GC1384
 GC1384  NGVD 29 (??/??/92)  268.652  (m)          881.40   (f) ADJ UNCH    2 0
 GC1384
 GC1384.Superseded values are not recommended for survey control.
 GC1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1384.See file dsdata.txt to determine how the superseded data were derived.
 GC1384
 GC1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE610990(NAD 83)
 GC1384_MARKER: DB = BENCH MARK DISK
 GC1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1384_STAMPING: 881.701 K 22 1934
 GC1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1384+STABILITY: SURFACE MOTION
 GC1384
 GC1384  HISTORY     - Date     Condition        Report By
 GC1384  HISTORY     - 1934     MONUMENTED       CGS
 GC1384  HISTORY     - 1948     GOOD             NGS
 GC1384  HISTORY     - 1958     GOOD             NGS
 GC1384
 GC1384                          STATION DESCRIPTION
 GC1384
 GC1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1384'2.2 MI NW FROM POND.
 GC1384'0.35 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 GC1384'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY AT POND, THENCE
 GC1384'ABOUT 0.15 MILE WEST ALONG OLD U.S. HIGHWAY 70, THENCE ABOUT 1.7
 GC1384'MILES NORTH ALONG THE SYLVIA-POND ROAD, ON THE WEST SIDE OF THE
 GC1384'ROAD AT THE NORTH END OF A CUT, AT A FARM ROAD INTERSECTION, 30
 GC1384'FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTHWEST OF THE
 GC1384'NORTH END OF AN 18-INCH PIPE CULVERT UNDER THE FARM ROAD LEADING
 GC1384'TO E.W. POLKS FARM HOUSE, 32 FEET SOUTHEAST OF AN 8-INCH GUM
 GC1384'TREE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE
 GC1384'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GC1384
 GC1384                          STATION RECOVERY (1958)
 GC1384
 GC1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GC1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0589 ***********************************************************************
 GC0589  DESIGNATION -  K 220
 GC0589  PID         -  GC0589
 GC0589  STATE/COUNTY-  TN/DAVIDSON
 GC0589  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0589
 GC0589                         *CURRENT SURVEY CONTROL
 GC0589  ___________________________________________________________________
 GC0589* NAD 83(1986)-  36 09 04.     (N)    086 51 15.     (W)     SCALED    
 GC0589* NAVD 88     -       130.476  (meters)     428.07   (feet)  ADJUSTED  
 GC0589  ___________________________________________________________________
 GC0589  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC0589  DYNAMIC HT  -         130.364 (meters)     427.70  (feet)  COMP
 GC0589  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GC0589
 GC0589  VERT ORDER  -  SECOND    CLASS 0
 GC0589
 GC0589.The horizontal coordinates were scaled from a topographic map and have
 GC0589.an estimated accuracy of +/- 6 seconds.
 GC0589
 GC0589.The orthometric height was determined by differential leveling
 GC0589.and adjusted by the National Geodetic Survey in June 1991..
 GC0589
 GC0589.The geoid height was determined by GEOID03.
 GC0589
 GC0589.The dynamic height is computed by dividing the NAVD 88
 GC0589.geopotential number by the normal gravity value computed on the
 GC0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0589.degrees latitude (g = 980.6199 gals.).
 GC0589
 GC0589.The modeled gravity was interpolated from observed gravity values.
 GC0589
 GC0589;                    North         East    Units  Estimated Accuracy
 GC0589;SPC TN       -   202,020.      523,140.      MT  (+/- 180 meters Scaled)
 GC0589
 GC0589                          SUPERSEDED SURVEY CONTROL
 GC0589
 GC0589  NGVD 29 (??/??/92)  130.496  (m)          428.14   (f) ADJ UNCH    2 0
 GC0589
 GC0589.Superseded values are not recommended for survey control.
 GC0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0589.See file dsdata.txt to determine how the superseded data were derived.
 GC0589
 GC0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF131007(NAD 83)
 GC0589_MARKER: DB = BENCH MARK DISK
 GC0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0589_STAMPING: K 220 1959
 GC0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0589+STABILITY: SURFACE MOTION
 GC0589
 GC0589  HISTORY     - Date     Condition        Report By
 GC0589  HISTORY     - 1959     MONUMENTED       CGS
 GC0589
 GC0589                          STATION DESCRIPTION
 GC0589
 GC0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC0589'0.7 MI W FROM NASHVILLE.
 GC0589'FROM THE WEST STATION POST OFFICE AT 4507 CHARLOTTE ROAD IN
 GC0589'NASHVILLE, GO 0.7 MILE WEST ON CHARLOTTE ROAD (U.S. HIGHWAY 70
 GC0589'N) TO A CONCRETE BRIDGE OVER A CREEK, 25 FT. NORTH OF THE CENTER
 GC0589'OF CHARLOTTE ROAD, 23.6 FT. WEST OF THE EAST END OF THE CONCRETE
 GC0589'BRIDGE, A DISK DRILLED IN THE TOP OF A CONCRETE FLOOD WALL
 GC0589'AT THE SOUTHEAST CORNER OF THE COOPER AND MARTIN PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0525 ***********************************************************************
 GC0525  DESIGNATION -  K 221
 GC0525  PID         -  GC0525
 GC0525  STATE/COUNTY-  TN/SUMNER
 GC0525  USGS QUAD   -  WHITE HOUSE (1981)
 GC0525
 GC0525                         *CURRENT SURVEY CONTROL
 GC0525  ___________________________________________________________________
 GC0525* NAD 83(1986)-  36 23 36.     (N)    086 43 04.     (W)     SCALED    
 GC0525* NAVD 88     -       167.942  (meters)     550.99   (feet)  ADJUSTED  
 GC0525  ___________________________________________________________________
 GC0525  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC0525  DYNAMIC HT  -         167.799 (meters)     550.52  (feet)  COMP
 GC0525  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 GC0525
 GC0525  VERT ORDER  -  SECOND    CLASS 0
 GC0525
 GC0525.The horizontal coordinates were scaled from a topographic map and have
 GC0525.an estimated accuracy of +/- 6 seconds.
 GC0525
 GC0525.The orthometric height was determined by differential leveling
 GC0525.and adjusted by the National Geodetic Survey in June 1991..
 GC0525
 GC0525.The geoid height was determined by GEOID03.
 GC0525
 GC0525.The dynamic height is computed by dividing the NAVD 88
 GC0525.geopotential number by the normal gravity value computed on the
 GC0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0525.degrees latitude (g = 980.6199 gals.).
 GC0525
 GC0525.The modeled gravity was interpolated from observed gravity values.
 GC0525
 GC0525;                    North         East    Units  Estimated Accuracy
 GC0525;SPC TN       -   228,800.      535,610.      MT  (+/- 180 meters Scaled)
 GC0525
 GC0525                          SUPERSEDED SURVEY CONTROL
 GC0525
 GC0525  NGVD 29 (??/??/92)  167.994  (m)          551.16   (f) ADJ UNCH    2 0
 GC0525
 GC0525.Superseded values are not recommended for survey control.
 GC0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0525.See file dsdata.txt to determine how the superseded data were derived.
 GC0525
 GC0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF253276(NAD 83)
 GC0525_MARKER: DB = BENCH MARK DISK
 GC0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0525_STAMPING: K 221 1959
 GC0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0525+STABILITY: SURFACE MOTION
 GC0525
 GC0525  HISTORY     - Date     Condition        Report By
 GC0525  HISTORY     - 1959     MONUMENTED       CGS
 GC0525  HISTORY     - 1960     GOOD             NGS
 GC0525
 GC0525                          STATION DESCRIPTION
 GC0525
 GC0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0525'1.8 MI N FROM MILLERSVILLE.
 GC0525'FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE, GO NORTH ON
 GC0525'U.S. HIGHWAY 31 W FOR 0.3 MILE, THENCE 1.5 MILE NORTHWEST ON A
 GC0525'GRAVELED ROAD, 34 FT. NORTH OF THE CENTER OF A DRIVEWAY LEADING
 GC0525'TO A FARM, 17 FT. WEST OF THE CENTER OF THE GRAVELED ROAD, 3
 GC0525'FT. SOUTHWEST OF A FENCE CORNER POST AND 2.5 FT. EAST OF A
 GC0525'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC0525'2 INCHES, AND ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0489 ***********************************************************************
 GC0489  DESIGNATION -  K 222
 GC0489  PID         -  GC0489
 GC0489  STATE/COUNTY-  TN/DAVIDSON
 GC0489  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0489
 GC0489                         *CURRENT SURVEY CONTROL
 GC0489  ___________________________________________________________________
 GC0489* NAD 83(1986)-  36 12 59.     (N)    086 45 48.     (W)     SCALED    
 GC0489* NAVD 88     -       158.703  (meters)     520.68   (feet)  ADJUSTED  
 GC0489  ___________________________________________________________________
 GC0489  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0489  DYNAMIC HT  -         158.567 (meters)     520.23  (feet)  COMP
 GC0489  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 GC0489
 GC0489  VERT ORDER  -  SECOND    CLASS 0
 GC0489
 GC0489.The horizontal coordinates were scaled from a topographic map and have
 GC0489.an estimated accuracy of +/- 6 seconds.
 GC0489
 GC0489.The orthometric height was determined by differential leveling
 GC0489.and adjusted by the National Geodetic Survey in June 1991..
 GC0489
 GC0489.The geoid height was determined by GEOID03.
 GC0489
 GC0489.The dynamic height is computed by dividing the NAVD 88
 GC0489.geopotential number by the normal gravity value computed on the
 GC0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0489.degrees latitude (g = 980.6199 gals.).
 GC0489
 GC0489.The modeled gravity was interpolated from observed gravity values.
 GC0489
 GC0489;                    North         East    Units  Estimated Accuracy
 GC0489;SPC TN       -   209,190.      531,370.      MT  (+/- 180 meters Scaled)
 GC0489
 GC0489                          SUPERSEDED SURVEY CONTROL
 GC0489
 GC0489  NGVD 29 (??/??/92)  158.733  (m)          520.78   (f) ADJ UNCH    2 0
 GC0489
 GC0489.Superseded values are not recommended for survey control.
 GC0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0489.See file dsdata.txt to determine how the superseded data were derived.
 GC0489
 GC0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF212079(NAD 83)
 GC0489_MARKER: DB = BENCH MARK DISK
 GC0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0489_STAMPING: K 222 1959
 GC0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0489+STABILITY: SURFACE MOTION
 GC0489
 GC0489  HISTORY     - Date     Condition        Report By
 GC0489  HISTORY     - 1959     MONUMENTED       CGS
 GC0489  HISTORY     - 1967     GOOD             NGS
 GC0489
 GC0489                          STATION DESCRIPTION
 GC0489
 GC0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GC0489'IN NASHVILLE.
 GC0489'FROM THE INTERSECTION OF EAST TRINITY LANE AND DICKERSON ROAD
 GC0489'(U.S. HIGHWAYS 41 AND 31W) IN NORTHEAST NASHVILLE, GO NORTH ON
 GC0489'DICKERSON ROAD FOR 0.7 MILE TO THE SHERRY COURTS ON THE LEFT AND
 GC0489'THE MARK ON THE RIGHT IN THE HOLT MOTOR COMPANY PARKING AREA.  IT
 GC0489'IS ABOUT 130 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 GC0489'SHERRY COURTS, 82 FEET SOUTH OF A LARGE AMACO SIGN, 45 FEET EAST
 GC0489'OF THE APPROXIMATE CENTER OF DICKERSON ROAD, 44 FEET NORTHEAST
 GC0489'OF A UTILITY POLE, 14 FEET SOUTHEAST OF A POWERLINE POLE, AND
 GC0489'ABOUT LEVEL WITH THE SURFACE OF THE PARKING LOT.  IT IS A
 GC0489'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0489'CONCRETE MONUMENT AND THE DISK IS STAMPED K 222 1959.  NO
 GC0489'WITNESS POST COULD BE SET AT THIS MARK DUE TO THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0516 ***********************************************************************
 FD0516  DESIGNATION -  K 223
 FD0516  PID         -  FD0516
 FD0516  STATE/COUNTY-  TN/WILLIAMSON
 FD0516  USGS QUAD   -  FRANKLIN (1981)
 FD0516
 FD0516                         *CURRENT SURVEY CONTROL
 FD0516  ___________________________________________________________________
 FD0516* NAD 83(1986)-  35 58 59.     (N)    086 48 03.     (W)     SCALED    
 FD0516* NAVD 88     -       225.113  (meters)     738.56   (feet)  ADJUSTED  
 FD0516  ___________________________________________________________________
 FD0516  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FD0516  DYNAMIC HT  -         224.916 (meters)     737.91  (feet)  COMP
 FD0516  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 FD0516
 FD0516  VERT ORDER  -  SECOND    CLASS 0
 FD0516
 FD0516.The horizontal coordinates were scaled from a topographic map and have
 FD0516.an estimated accuracy of +/- 6 seconds.
 FD0516
 FD0516.The orthometric height was determined by differential leveling
 FD0516.and adjusted by the National Geodetic Survey in June 1991..
 FD0516
 FD0516.The geoid height was determined by GEOID03.
 FD0516
 FD0516.The dynamic height is computed by dividing the NAVD 88
 FD0516.geopotential number by the normal gravity value computed on the
 FD0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0516.degrees latitude (g = 980.6199 gals.).
 FD0516
 FD0516.The modeled gravity was interpolated from observed gravity values.
 FD0516
 FD0516;                    North         East    Units  Estimated Accuracy
 FD0516;SPC TN       -   183,330.      527,780.      MT  (+/- 180 meters Scaled)
 FD0516
 FD0516                          SUPERSEDED SURVEY CONTROL
 FD0516
 FD0516  NGVD 29 (??/??/92)  225.111  (m)          738.55   (f) ADJ UNCH    2 0
 FD0516
 FD0516.Superseded values are not recommended for survey control.
 FD0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0516.See file dsdata.txt to determine how the superseded data were derived.
 FD0516
 FD0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE179820(NAD 83)
 FD0516_MARKER: DB = BENCH MARK DISK
 FD0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0516_STAMPING: K 223 1960
 FD0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0516+STABILITY: SURFACE MOTION
 FD0516
 FD0516  HISTORY     - Date     Condition        Report By
 FD0516  HISTORY     - 1960     MONUMENTED       CGS
 FD0516  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0516
 FD0516                          STATION DESCRIPTION
 FD0516
 FD0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0516'4.4 MI S FROM BRENTWOOD.
 FD0516'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 FD0516'HIGHWAY 31, THEN 1.35 MILES SOUTH ON WILSON PIKE ROAD, THEN
 FD0516'2.9 MILES SOUTH ON INTERSTATE HIGHWAY 65 TO THE INTERSECTION OF
 FD0516'WILKES ROAD.  THE BENCH MARK IS ABOUT 260 FT. EAST OF THE CENTER
 FD0516'OF INTERSTATE HIGHWAY 65, 11 FT. NORTH OF THE CENTER OF WILKES
 FD0516'ROAD, 1 FT. NORTH OF A FENCE, AND 2 FT. EAST OF A WITNESS SIGN.
 FD0516'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FD0516'AND ABOUT LEVEL WITH THE ROAD.
 FD0516
 FD0516                          STATION RECOVERY (1979)
 FD0516
 FD0516'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0595 ***********************************************************************
 FD0595  DESIGNATION -  K 224
 FD0595  PID         -  FD0595
 FD0595  STATE/COUNTY-  TN/MAURY
 FD0595  USGS QUAD   -  GLENDALE (1981)
 FD0595
 FD0595                         *CURRENT SURVEY CONTROL
 FD0595  ___________________________________________________________________
 FD0595* NAD 83(1986)-  35 32 35.     (N)    086 54 18.     (W)     SCALED    
 FD0595* NAVD 88     -       201.462  (meters)     660.96   (feet)  ADJUSTED  
 FD0595  ___________________________________________________________________
 FD0595  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0595  DYNAMIC HT  -         201.283 (meters)     660.38  (feet)  COMP
 FD0595  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FD0595
 FD0595  VERT ORDER  -  SECOND    CLASS 0
 FD0595
 FD0595.The horizontal coordinates were scaled from a topographic map and have
 FD0595.an estimated accuracy of +/- 6 seconds.
 FD0595
 FD0595.The orthometric height was determined by differential leveling
 FD0595.and adjusted by the National Geodetic Survey in June 1991..
 FD0595
 FD0595.The geoid height was determined by GEOID03.
 FD0595
 FD0595.The dynamic height is computed by dividing the NAVD 88
 FD0595.geopotential number by the normal gravity value computed on the
 FD0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0595.degrees latitude (g = 980.6199 gals.).
 FD0595
 FD0595.The modeled gravity was interpolated from observed gravity values.
 FD0595
 FD0595;                    North         East    Units  Estimated Accuracy
 FD0595;SPC TN       -   134,600.      517,940.      MT  (+/- 180 meters Scaled)
 FD0595
 FD0595                          SUPERSEDED SURVEY CONTROL
 FD0595
 FD0595  NGVD 29 (??/??/92)  201.446  (m)          660.91   (f) ADJ UNCH    2 0
 FD0595
 FD0595.Superseded values are not recommended for survey control.
 FD0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0595.See file dsdata.txt to determine how the superseded data were derived.
 FD0595
 FD0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE086332(NAD 83)
 FD0595_MARKER: DB = BENCH MARK DISK
 FD0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0595_STAMPING: K 224 1960
 FD0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0595+STABILITY: SURFACE MOTION
 FD0595
 FD0595  HISTORY     - Date     Condition        Report By
 FD0595  HISTORY     - 1960     MONUMENTED       CGS
 FD0595  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0595
 FD0595                          STATION DESCRIPTION
 FD0595
 FD0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0595'2.3 MI NW FROM BRYANT.
 FD0595'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0595'50 FOR 0.7 MILE, THEN 1.6 MILES NORTH ON INTERSTATE HIGHWAY 65
 FD0595'TO A GRAVELED ROAD CROSSING.  THE BENCH MARK IS ABOUT 262 FT.
 FD0595'NORTHEAST OF THE CENTER OF INTERSTATE HIGHWAY 65, 68 FT. NORTHWEST
 FD0595'OF THE SOUTHEAST CORNER OF A BARN, 45 FT. EAST OF THE CENTER OF A
 FD0595'TRACK ROAD, 18 FT. SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1.7
 FD0595'FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FD0595'POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE GRAVEL ROAD.
 FD0595
 FD0595                          STATION RECOVERY (1972)
 FD0595
 FD0595'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0438 ***********************************************************************
 FD0438  DESIGNATION -  K 225
 FD0438  PID         -  FD0438
 FD0438  STATE/COUNTY-  TN/GILES
 FD0438  USGS QUAD   -  ELKTON (1982)
 FD0438
 FD0438                         *CURRENT SURVEY CONTROL
 FD0438  ___________________________________________________________________
 FD0438* NAD 83(1986)-  35 06 30.     (N)    086 53 06.     (W)     SCALED    
 FD0438* NAVD 88     -       198.242  (meters)     650.40   (feet)  ADJUSTED  
 FD0438  ___________________________________________________________________
 FD0438  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0438  DYNAMIC HT  -         198.057 (meters)     649.79  (feet)  COMP
 FD0438  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FD0438
 FD0438  VERT ORDER  -  SECOND    CLASS 0
 FD0438
 FD0438.The horizontal coordinates were scaled from a topographic map and have
 FD0438.an estimated accuracy of +/- 6 seconds.
 FD0438
 FD0438.The orthometric height was determined by differential leveling
 FD0438.and adjusted by the National Geodetic Survey in June 1991..
 FD0438
 FD0438.The geoid height was determined by GEOID03.
 FD0438
 FD0438.The dynamic height is computed by dividing the NAVD 88
 FD0438.geopotential number by the normal gravity value computed on the
 FD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0438.degrees latitude (g = 980.6199 gals.).
 FD0438
 FD0438.The modeled gravity was interpolated from observed gravity values.
 FD0438
 FD0438;                    North         East    Units  Estimated Accuracy
 FD0438;SPC TN       -    86,350.      519,320.      MT  (+/- 180 meters Scaled)
 FD0438
 FD0438                          SUPERSEDED SURVEY CONTROL
 FD0438
 FD0438  NGVD 29 (??/??/92)  198.214  (m)          650.31   (f) ADJ UNCH    2 0
 FD0438
 FD0438.Superseded values are not recommended for survey control.
 FD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0438.See file dsdata.txt to determine how the superseded data were derived.
 FD0438
 FD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104850(NAD 83)
 FD0438_MARKER: DB = BENCH MARK DISK
 FD0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0438_STAMPING: K 225 1960
 FD0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0438+STABILITY: SURFACE MOTION
 FD0438
 FD0438  HISTORY     - Date     Condition        Report By
 FD0438  HISTORY     - 1960     MONUMENTED       CGS
 FD0438
 FD0438                          STATION DESCRIPTION
 FD0438
 FD0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0438'2.2 MI S FROM BUNKER HILL.
 FD0438'FROM THE POST OFFICE IN BUNKER HILL, GO WEST ON A PAVED ROAD
 FD0438'FOR 0.1 MILE, THEN 2.1 MILES SOUTH ON INTERSTATE HIGHWAY 65 TO
 FD0438'THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT
 FD0438'175 FT. EAST OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY,
 FD0438'83 FT. WEST OF A POWER LINE POLE, 18 FT. SOUTHWEST OF THE CENTER
 FD0438'OF THE GRAVELED ROAD, 1.6 FT. WEST OF A WITNESS SIGN AND SET IN
 FD0438'A FENCE CORNER WHERE THE FENCE JOINS A SMALL BARN.  THE DISK
 FD0438'IS SET IN TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES AND IS
 FD0438'ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS MARK IS ABOUT 1 MILE
 FD0438'NORTH ALONG INTERSTATE HIGHWAY 65 FROM M 225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0439 ***********************************************************************
 FD0439  DESIGNATION -  K 225 RESET
 FD0439  PID         -  FD0439
 FD0439  STATE/COUNTY-  TN/GILES
 FD0439  USGS QUAD   -  ELKTON (1982)
 FD0439
 FD0439                         *CURRENT SURVEY CONTROL
 FD0439  ___________________________________________________________________
 FD0439* NAD 83(1986)-  35 06 30.     (N)    086 53 06.     (W)     SCALED    
 FD0439* NAVD 88     -       198.44   (meters)     651.0    (feet)  RESET     
 FD0439  ___________________________________________________________________
 FD0439  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0439
 FD0439  VERT ORDER  -  THIRD
 FD0439
 FD0439.The horizontal coordinates were scaled from a topographic map and have
 FD0439.an estimated accuracy of +/- 6 seconds.
 FD0439
 FD0439.The orthometric height was computed from unverified reset data.
 FD0439
 FD0439.The geoid height was determined by GEOID03.
 FD0439
 FD0439;                    North         East    Units  Estimated Accuracy
 FD0439;SPC TN       -    86,350.      519,320.      MT  (+/- 180 meters Scaled)
 FD0439
 FD0439                          SUPERSEDED SURVEY CONTROL
 FD0439
 FD0439.No superseded survey control is available for this station.
 FD0439
 FD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104850(NAD 83)
 FD0439_MARKER: DB = BENCH MARK DISK
 FD0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0439_STAMPING: K 225 1960 RESET 1963
 FD0439_MARK LOGO: CGS   
 FD0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0439+STABILITY: SURFACE MOTION
 FD0439
 FD0439  HISTORY     - Date     Condition        Report By
 FD0439  HISTORY     - 1963     MONUMENTED       TNHD
 FD0439
 FD0439                          STATION DESCRIPTION
 FD0439
 FD0439'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD0439'2.8 MI S FROM BUNKER HILL.
 FD0439'TO REACH THE MARK FROM THE T JUNCTION IN BUNKER HILL, GO SOUTH
 FD0439'ON A PAVED ROAD FOR 2.8 MILES TO A GRAVELED ROAD TO THE RIGHT,
 FD0439'TURN RIGHT AND GO 1.3 MILES TO THE HOME OF M.T. NEWMAN AND THE
 FD0439'MARK ON THE RIGHT.  THE MARK IS LOCATED IN THE SOUTHEAST CORNER
 FD0439'OF A SMALL CEMETERY ON THE PROPERTY OF M.T. NEWMAN, 2 FEET
 FD0439'NORTHWEST OF THE CEMETERY FENCE CORNER AND 1.5 FEET EAST OF A
 FD0439'WITNESS SIGN, AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FD0439'MONUMENT PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0247 ***********************************************************************
 GC0247  DESIGNATION -  K 226
 GC0247  PID         -  GC0247
 GC0247  STATE/COUNTY-  TN/WILSON
 GC0247  USGS QUAD   -  MARTHA (1975)
 GC0247
 GC0247                         *CURRENT SURVEY CONTROL
 GC0247  ___________________________________________________________________
 GC0247* NAD 83(1986)-  36 10 51.     (N)    086 26 33.     (W)     SCALED    
 GC0247* NAVD 88     -       178.357  (meters)     585.16   (feet)  ADJUSTED  
 GC0247  ___________________________________________________________________
 GC0247  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC0247  DYNAMIC HT  -         178.206 (meters)     584.66  (feet)  COMP
 GC0247  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GC0247
 GC0247  VERT ORDER  -  SECOND    CLASS 0
 GC0247
 GC0247.The horizontal coordinates were scaled from a topographic map and have
 GC0247.an estimated accuracy of +/- 6 seconds.
 GC0247
 GC0247.The orthometric height was determined by differential leveling
 GC0247.and adjusted by the National Geodetic Survey in June 1991..
 GC0247
 GC0247.The geoid height was determined by GEOID03.
 GC0247
 GC0247.The dynamic height is computed by dividing the NAVD 88
 GC0247.geopotential number by the normal gravity value computed on the
 GC0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0247.degrees latitude (g = 980.6199 gals.).
 GC0247
 GC0247.The modeled gravity was interpolated from observed gravity values.
 GC0247
 GC0247;                    North         East    Units  Estimated Accuracy
 GC0247;SPC TN       -   205,070.      560,200.      MT  (+/- 180 meters Scaled)
 GC0247
 GC0247                          SUPERSEDED SURVEY CONTROL
 GC0247
 GC0247  NGVD 29 (??/??/92)  178.408  (m)          585.33   (f) ADJ UNCH    2 0
 GC0247
 GC0247.Superseded values are not recommended for survey control.
 GC0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0247.See file dsdata.txt to determine how the superseded data were derived.
 GC0247
 GC0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF501041(NAD 83)
 GC0247_MARKER: DB = BENCH MARK DISK
 GC0247_SETTING: 66 = SET IN ROCK OUTCROP
 GC0247_SP_SET: BEDROCK
 GC0247_STAMPING: K 226 1960
 GC0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0247+STABILITY: POSITION/ELEVATION WELL
 GC0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0247+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0247
 GC0247  HISTORY     - Date     Condition        Report By
 GC0247  HISTORY     - 1960     MONUMENTED       CGS
 GC0247  HISTORY     - 20010226 GOOD             TNDT
 GC0247
 GC0247                          STATION DESCRIPTION
 GC0247
 GC0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0247'5.8 MI SE FROM MOUNT JULIET.
 GC0247'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0247'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0247'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 0.65 MILE
 GC0247'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES EAST ON A GRAVELED ROAD,
 GC0247'THEN 2.3 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION
 GC0247'OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT 200 FT. NORTH OF THE
 GC0247'CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40, 18 FT. EAST OF
 GC0247'THE CENTER OF THE GRAVELED ROAD, 73 FT. SOUTH OF A FENCE CORNER,
 GC0247'3.6 FT. EAST OF A FENCE, AND 8.2 FT. WEST OF A WITNESS SIGN.  THE
 GC0247'BENCH MARK IS CEMENTED IN A DRILL HOLE IN A 15 X 4 BEDROCK
 GC0247'PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE GRAVEL ROAD.
 GC0247
 GC0247                          STATION RECOVERY (2001)
 GC0247
 GC0247'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0247'MARK IS LOCATED IN HEAVY THICKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1741 ***********************************************************************
 GB1741  DESIGNATION -  K 227
 GB1741  PID         -  GB1741
 GB1741  STATE/COUNTY-  TN/SMITH
 GB1741  USGS QUAD   -  GORDONSVILLE (1986)
 GB1741
 GB1741                         *CURRENT SURVEY CONTROL
 GB1741  ___________________________________________________________________
 GB1741* NAD 83(1986)-  36 09 47.     (N)    085 54 13.     (W)     SCALED    
 GB1741* NAVD 88     -       159.174  (meters)     522.22   (feet)  ADJUSTED  
 GB1741  ___________________________________________________________________
 GB1741  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1741  DYNAMIC HT  -         159.037 (meters)     521.77  (feet)  COMP
 GB1741  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 GB1741
 GB1741  VERT ORDER  -  SECOND    CLASS 0
 GB1741
 GB1741.The horizontal coordinates were scaled from a topographic map and have
 GB1741.an estimated accuracy of +/- 6 seconds.
 GB1741
 GB1741.The orthometric height was determined by differential leveling
 GB1741.and adjusted by the National Geodetic Survey in June 1991..
 GB1741
 GB1741.The geoid height was determined by GEOID03.
 GB1741
 GB1741.The dynamic height is computed by dividing the NAVD 88
 GB1741.geopotential number by the normal gravity value computed on the
 GB1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1741.degrees latitude (g = 980.6199 gals.).
 GB1741
 GB1741.The modeled gravity was interpolated from observed gravity values.
 GB1741
 GB1741;                    North         East    Units  Estimated Accuracy
 GB1741;SPC TN       -   203,010.      608,670.      MT  (+/- 180 meters Scaled)
 GB1741
 GB1741                          SUPERSEDED SURVEY CONTROL
 GB1741
 GB1741  NGVD 29 (??/??/92)  159.240  (m)          522.44   (f) ADJ UNCH    2 0
 GB1741
 GB1741.Superseded values are not recommended for survey control.
 GB1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1741.See file dsdata.txt to determine how the superseded data were derived.
 GB1741
 GB1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF986025(NAD 83)
 GB1741_MARKER: DB = BENCH MARK DISK
 GB1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1741_STAMPING: K 227 1960
 GB1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1741+STABILITY: SURFACE MOTION
 GB1741
 GB1741  HISTORY     - Date     Condition        Report By
 GB1741  HISTORY     - 1960     MONUMENTED       CGS
 GB1741
 GB1741                          STATION DESCRIPTION
 GB1741
 GB1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1741'0.6 MI E FROM CARTHAGE JUNCTION.
 GB1741'FROM THE RAILROAD STATION AT CARTHAGE JUNCTION, GO EAST FOR 0.65
 GB1741'MILES ON THE TENNESSEE CENTRAL RAILROAD TO A ROAD CROSSING.  18
 GB1741'FT. SOUTHEAST OF A GRAVEL ROAD, 11 FT. NORTHEAST OF THE NORTHEAST
 GB1741'RAIL, 5 FT. SOUTHEAST OF A TELEGRAPH POLE, 2 FT. NORTHWEST OF A
 GB1741'RAILROAD CROSSING SIGN, AND 1.4 FT. SOUTHWEST OF A WITNESS SIGN.
 GB1741'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GB1741'AND IS ABOUT 1 FT. BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0074 ***********************************************************************
 FD0074  DESIGNATION -  K 228
 FD0074  PID         -  FD0074
 FD0074  STATE/COUNTY-  TN/RUTHERFORD
 FD0074  USGS QUAD   -  MURFREESBORO (1983)
 FD0074
 FD0074                         *CURRENT SURVEY CONTROL
 FD0074  ___________________________________________________________________
 FD0074* NAD 83(1986)-  35 49 38.     (N)    086 24 53.     (W)     SCALED    
 FD0074* NAVD 88     -       179.501  (meters)     588.91   (feet)  ADJUSTED  
 FD0074  ___________________________________________________________________
 FD0074  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0074  DYNAMIC HT  -         179.343 (meters)     588.39  (feet)  COMP
 FD0074  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 FD0074
 FD0074  VERT ORDER  -  SECOND    CLASS 0
 FD0074
 FD0074.The horizontal coordinates were scaled from a topographic map and have
 FD0074.an estimated accuracy of +/- 6 seconds.
 FD0074
 FD0074.The orthometric height was determined by differential leveling
 FD0074.and adjusted by the National Geodetic Survey in June 1991..
 FD0074
 FD0074.The geoid height was determined by GEOID03.
 FD0074
 FD0074.The dynamic height is computed by dividing the NAVD 88
 FD0074.geopotential number by the normal gravity value computed on the
 FD0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0074.degrees latitude (g = 980.6199 gals.).
 FD0074
 FD0074.The modeled gravity was interpolated from observed gravity values.
 FD0074
 FD0074;                    North         East    Units  Estimated Accuracy
 FD0074;SPC TN       -   165,830.      562,530.      MT  (+/- 180 meters Scaled)
 FD0074
 FD0074                          SUPERSEDED SURVEY CONTROL
 FD0074
 FD0074  NGVD 29 (??/??/92)  179.511  (m)          588.95   (f) ADJ UNCH    2 0
 FD0074
 FD0074.Superseded values are not recommended for survey control.
 FD0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0074.See file dsdata.txt to determine how the superseded data were derived.
 FD0074
 FD0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE528649(NAD 83)
 FD0074_MARKER: DB = BENCH MARK DISK
 FD0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0074_STAMPING: K 228 1960
 FD0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0074+STABILITY: SURFACE MOTION
 FD0074
 FD0074  HISTORY     - Date     Condition        Report By
 FD0074  HISTORY     - 1960     MONUMENTED       CGS
 FD0074
 FD0074                          STATION DESCRIPTION
 FD0074
 FD0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0074'3.6 MI SW FROM MURFREESBORO.
 FD0074'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0074'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.1 MILES, THEN
 FD0074'1.5 MILES NORTHWEST ON INTERSTATE HIGHWAY 24 FOR 1.5 MILES TO
 FD0074'THE INTERSECTION OF EAGLEVILLE PIKE.  THE BENCH MARK IS ABOUT
 FD0074'500 FT. NORTHEAST OF THE PROPOSED INTERSTATE HIGHWAY 24, 58
 FD0074'FT. NORTHEAST OF A POWER LINE POLE WITH TRANSFORMER, 18 FT.
 FD0074'NORTHWEST OF THE CENTER OF EAGLEVILLE PIKE, 8 FT. SOUTHWEST
 FD0074'OF THE CENTER OF A GATE, AND 1.4 FT. NORTHEAST OF A WITNESS
 FD0074'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 FD0074'2 INCHES AND IS ABOUT LEVEL WITH EAGLEVILLE PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0138 ***********************************************************************
 FD0138  DESIGNATION -  K 229
 FD0138  PID         -  FD0138
 FD0138  STATE/COUNTY-  TN/COFFEE
 FD0138  USGS QUAD   -  NOAH (1976)
 FD0138
 FD0138                         *CURRENT SURVEY CONTROL
 FD0138  ___________________________________________________________________
 FD0138* NAD 83(1986)-  35 31 05.     (N)    086 08 22.     (W)     SCALED    
 FD0138* NAVD 88     -       340.241  (meters)    1116.27   (feet)  ADJUSTED  
 FD0138  ___________________________________________________________________
 FD0138  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD0138  DYNAMIC HT  -         339.918 (meters)    1115.21  (feet)  COMP
 FD0138  MODELED GRAV-     979,672.9   (mgal)                       NAVD 88
 FD0138
 FD0138  VERT ORDER  -  SECOND    CLASS 0
 FD0138
 FD0138.The horizontal coordinates were scaled from a topographic map and have
 FD0138.an estimated accuracy of +/- 6 seconds.
 FD0138
 FD0138.The orthometric height was determined by differential leveling
 FD0138.and adjusted by the National Geodetic Survey in June 1991..
 FD0138
 FD0138.The geoid height was determined by GEOID03.
 FD0138
 FD0138.The dynamic height is computed by dividing the NAVD 88
 FD0138.geopotential number by the normal gravity value computed on the
 FD0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0138.degrees latitude (g = 980.6199 gals.).
 FD0138
 FD0138.The modeled gravity was interpolated from observed gravity values.
 FD0138
 FD0138;                    North         East    Units  Estimated Accuracy
 FD0138;SPC TN       -   131,450.      587,350.      MT  (+/- 180 meters Scaled)
 FD0138
 FD0138                          SUPERSEDED SURVEY CONTROL
 FD0138
 FD0138  NGVD 29 (??/??/92)  340.233  (m)         1116.25   (f) ADJ UNCH    2 0
 FD0138
 FD0138.Superseded values are not recommended for survey control.
 FD0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0138.See file dsdata.txt to determine how the superseded data were derived.
 FD0138
 FD0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE780308(NAD 83)
 FD0138_MARKER: DB = BENCH MARK DISK
 FD0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0138_STAMPING: K 229 1960
 FD0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0138+STABILITY: SURFACE MOTION
 FD0138
 FD0138  HISTORY     - Date     Condition        Report By
 FD0138  HISTORY     - 1960     MONUMENTED       CGS
 FD0138
 FD0138                          STATION DESCRIPTION
 FD0138
 FD0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0138'3.7 MI NW FROM MANCHESTER.
 FD0138'FROM THE COURT HOUSE IN MANCHESTER, GO 3.7 MILES NORTHWEST ON
 FD0138'U.S. HIGHWAY 41 TO THE MOONLIGHT COURT CAFE.  THE BENCH MARK IS
 FD0138'ABOUT 170 FT. SOUTH AND ACROSS THE HIGHWAY FROM THE MOONLIGHT
 FD0138'COURT CAFE, AT THE T JUNCTION OF A PAVED ROAD LEADING SOUTH, 95
 FD0138'FT. SOUTH OF THE CENTER OF U.S. HIGHWAY 41, 43 FT. WEST OF THE
 FD0138'CENTER OF A PAVED ROAD, 7 FT. NORTHEAST OF A POWER LINE POLE WITH
 FD0138'GUY WIRE, AND 1.8 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET
 FD0138'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 3 FT.
 FD0138'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0280 ***********************************************************************
 GD0280  DESIGNATION -  K 23
 GD0280  PID         -  GD0280
 GD0280  STATE/COUNTY-  TN/WEAKLEY
 GD0280  USGS QUAD   -  MC KENZIE (1985)
 GD0280
 GD0280                         *CURRENT SURVEY CONTROL
 GD0280  ___________________________________________________________________
 GD0280* NAD 83(1986)-  36 13 21.     (N)    088 37 18.     (W)     SCALED    
 GD0280* NAVD 88     -       125.926  (meters)     413.14   (feet)  ADJUSTED  
 GD0280  ___________________________________________________________________
 GD0280  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0280  DYNAMIC HT  -         125.822 (meters)     412.80  (feet)  COMP
 GD0280  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GD0280
 GD0280  VERT ORDER  -  SECOND    CLASS 0
 GD0280
 GD0280.The horizontal coordinates were scaled from a topographic map and have
 GD0280.an estimated accuracy of +/- 6 seconds.
 GD0280
 GD0280.The orthometric height was determined by differential leveling
 GD0280.and adjusted by the National Geodetic Survey in June 1991..
 GD0280
 GD0280.The geoid height was determined by GEOID03.
 GD0280
 GD0280.The dynamic height is computed by dividing the NAVD 88
 GD0280.geopotential number by the normal gravity value computed on the
 GD0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0280.degrees latitude (g = 980.6199 gals.).
 GD0280
 GD0280.The modeled gravity was interpolated from observed gravity values.
 GD0280
 GD0280;                    North         East    Units  Estimated Accuracy
 GD0280;SPC TN       -   212,760.      364,320.      MT  (+/- 180 meters Scaled)
 GD0280
 GD0280                          SUPERSEDED SURVEY CONTROL
 GD0280
 GD0280  NGVD 29 (??/??/??)  125.965  (m)          413.27   (f) ADJUSTED    2 0
 GD0280
 GD0280.Superseded values are not recommended for survey control.
 GD0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0280.See file dsdata.txt to determine how the superseded data were derived.
 GD0280
 GD0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF542098(NAD 83)
 GD0280_MARKER: DB = BENCH MARK DISK
 GD0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0280_SP_SET: BUILDING
 GD0280_STAMPING: K 23 1934 413.405
 GD0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0280+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0280
 GD0280  HISTORY     - Date     Condition        Report By
 GD0280  HISTORY     - 1934     MONUMENTED       CGS
 GD0280  HISTORY     - 1967     GOOD             CGS
 GD0280  HISTORY     - 20020826 GOOD             USACE
 GD0280
 GD0280                          STATION DESCRIPTION
 GD0280
 GD0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0280'0.8 MI NW FROM GLEASON.
 GD0280'ABOUT 0.8 OF A MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0280'RAILROAD FROM GLEASON, 13 POLES NORTHWEST OF MILEPOST 125 AT
 GD0280'RAILROAD BRIDGE STRUCTURE NO. 125.3 OVER OLD STATE ROUTE 22 AND
 GD0280'4.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 GD0280'TRACK.  A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 GD0280'THE WEST CONCRETE WING WALL OF THE STRUCTURE.
 GD0280
 GD0280                          STATION RECOVERY (2002)
 GD0280
 GD0280'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1844 ***********************************************************************
 GB1844  DESIGNATION -  K 230
 GB1844  PID         -  GB1844
 GB1844  STATE/COUNTY-  TN/PUTNAM
 GB1844  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1844
 GB1844                         *CURRENT SURVEY CONTROL
 GB1844  ___________________________________________________________________
 GB1844* NAD 83(1986)-  36 08 23.     (N)    085 34 28.     (W)     SCALED    
 GB1844* NAVD 88     -       307.352  (meters)    1008.37   (feet)  ADJUSTED  
 GB1844  ___________________________________________________________________
 GB1844  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1844  DYNAMIC HT  -         307.077 (meters)    1007.47  (feet)  COMP
 GB1844  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 GB1844
 GB1844  VERT ORDER  -  SECOND    CLASS 0
 GB1844
 GB1844.The horizontal coordinates were scaled from a topographic map and have
 GB1844.an estimated accuracy of +/- 6 seconds.
 GB1844
 GB1844.The orthometric height was determined by differential leveling
 GB1844.and adjusted by the National Geodetic Survey in June 1991..
 GB1844
 GB1844.The geoid height was determined by GEOID03.
 GB1844
 GB1844.The dynamic height is computed by dividing the NAVD 88
 GB1844.geopotential number by the normal gravity value computed on the
 GB1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1844.degrees latitude (g = 980.6199 gals.).
 GB1844
 GB1844.The modeled gravity was interpolated from observed gravity values.
 GB1844
 GB1844;                    North         East    Units  Estimated Accuracy
 GB1844;SPC TN       -   200,500.      638,300.      MT  (+/- 180 meters Scaled)
 GB1844
 GB1844                          SUPERSEDED SURVEY CONTROL
 GB1844
 GB1844  NGVD 29 (??/??/92)  307.420  (m)         1008.59   (f) ADJ UNCH    2 0
 GB1844
 GB1844.Superseded values are not recommended for survey control.
 GB1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1844.See file dsdata.txt to determine how the superseded data were derived.
 GB1844
 GB1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF282003(NAD 83)
 GB1844_MARKER: DB = BENCH MARK DISK
 GB1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1844_SP_SET: CULVERT
 GB1844_STAMPING: K 230 1960
 GB1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1844
 GB1844  HISTORY     - Date     Condition        Report By
 GB1844  HISTORY     - 1960     MONUMENTED       CGS
 GB1844
 GB1844                          STATION DESCRIPTION
 GB1844
 GB1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1844'4.6 MI SE FROM BAXTER.
 GB1844'FROM THE RAILROAD DEPOT IN BAXTER, GO 0.1 MILE SOUTHWEST ON
 GB1844'STATE HIGHWAY 56, THEN 0.8 MILE SOUTHEAST ON A PAVED ROAD, THEN
 GB1844'0.5 MILE SOUTH ON A GRAVELED ROAD, THEN 3.15 MILES EAST ON
 GB1844'INTERSTATE HIGHWAY 40 TO A CONCRETE CULVERT.  THE BENCH MARK IS
 GB1844'0.1 MILE EAST OF AN OVERPASS.  THE DISK IS CEMENTED IN A DRILL
 GB1844'HOLE IN TOP OF THE NORTHEAST END OF THE NORTH CONCRETE HEADWALL
 GB1844'OF THE CONCRETE CULVERT UNDER THE HIGHWAY, AND IS ABOUT 5 FT.
 GB1844'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1633 ***********************************************************************
 GB1633  CBN         -  This is a Cooperative Base Network Control Station.
 GB1633  DESIGNATION -  K 231
 GB1633  PID         -  GB1633
 GB1633  STATE/COUNTY-  TN/CUMBERLAND
 GB1633  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1633
 GB1633                         *CURRENT SURVEY CONTROL
 GB1633  ___________________________________________________________________
 GB1633* NAD 83(1995)-  36 06 05.81766(N)    085 14 09.17760(W)     ADJUSTED  
 GB1633* NAVD 88     -       614.963  (meters)    2017.59   (feet)  ADJUSTED  
 GB1633  ___________________________________________________________________
 GB1633  X           -     428,543.796 (meters)                     COMP
 GB1633  Y           -  -5,142,009.760 (meters)                     COMP
 GB1633  Z           -   3,737,652.945 (meters)                     COMP
 GB1633  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 GB1633  ELLIP HEIGHT-         585.92  (meters)          (08/03/04) GPS OBS
 GB1633  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB1633  DYNAMIC HT  -         614.391 (meters)    2015.71  (feet)  COMP
 GB1633  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 GB1633
 GB1633  HORZ ORDER  -  A
 GB1633  VERT ORDER  -  SECOND    CLASS 0
 GB1633  ELLP ORDER  -  FOURTH    CLASS I
 GB1633
 GB1633.The horizontal coordinates were established by GPS observations
 GB1633.and adjusted by the National Geodetic Survey in August 2004..
 GB1633
 GB1633.The orthometric height was determined by differential leveling
 GB1633.and adjusted by the National Geodetic Survey in June 1991..
 GB1633.WARNING-GPS observations at this control monument resulted in a GPS
 GB1633.derived orthometric height which differed from the leveled height by
 GB1633.more than one decimeter (0.1 meter).
 GB1633
 GB1633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB1633
 GB1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1633
 GB1633.The ellipsoidal height was determined by GPS observations
 GB1633.and is referenced to NAD 83.
 GB1633
 GB1633.The geoid height was determined by GEOID03.
 GB1633
 GB1633.The dynamic height is computed by dividing the NAVD 88
 GB1633.geopotential number by the normal gravity value computed on the
 GB1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1633.degrees latitude (g = 980.6199 gals.).
 GB1633
 GB1633.The modeled gravity was interpolated from observed gravity values.
 GB1633
 GB1633;                    North         East     Units Scale Factor Converg.
 GB1633;SPC TN       -   196,458.849   668,803.641   MT  0.99995927   +0 26 50.4
 GB1633;SPC TN       -   644,548.74  2,194,233.28   sFT  0.99995927   +0 26 50.4
 GB1633;UTM  16      - 3,996,659.971   658,799.215   MT  0.99991072   +1 02 22.8
 GB1633
 GB1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1633!SPC TN       -   0.99990805  x   0.99995927  =   0.99986732
 GB1633!UTM  16      -   0.99990805  x   0.99991072  =   0.99981878
 GB1633
 GB1633                          SUPERSEDED SURVEY CONTROL
 GB1633
 GB1633  NAVD 88 (08/03/04)  614.96   (m)         2017.6    (f) LEVELING    3  
 GB1633  NGVD 29 (??/??/92)  614.976  (m)         2017.63   (f) ADJ UNCH    2 0
 GB1633
 GB1633.Superseded values are not recommended for survey control.
 GB1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1633.See file dsdata.txt to determine how the superseded data were derived.
 GB1633
 GB1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5879996660(NAD 83)
 GB1633_MARKER: DB = BENCH MARK DISK
 GB1633_SETTING: 66 = SET IN ROCK OUTCROP
 GB1633_SP_SET: BEDROCK
 GB1633_STAMPING: K 231 1960
 GB1633_MARK LOGO: CGS   
 GB1633_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB1633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1633+STABILITY: POSITION/ELEVATION WELL
 GB1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB1633+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 GB1633
 GB1633  HISTORY     - Date     Condition        Report By
 GB1633  HISTORY     - 1960     MONUMENTED       CGS
 GB1633  HISTORY     - 20031010 GOOD             TNDT
 GB1633  HISTORY     - 20060912 GOOD             TVA
 GB1633
 GB1633                          STATION DESCRIPTION
 GB1633
 GB1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1633'3.6 MI SE FROM MONTEREY.
 GB1633'FROM THE RAILROAD DEPOT IN MONTEREY, GO 0.25 MILES SOUTHWEST ON
 GB1633'STATE HIGHWAY 84, THEN 4.0 MILES SOUTHEAST ON U.S. HIGHWAY 70N
 GB1633'JUST BEFORE REACHING YOUNGS MOTEL.  THE BENCH MARK IS 31 FT. NORTH
 GB1633'OF A TELEPHONE POLE, 46 FT. WEST OF THE WEST RAIL OF RAILROAD,
 GB1633'29 FT. EAST OF THE CENTER OF U.S. HIGHWAY 70N, AND 8.4 FT.
 GB1633'WEST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL
 GB1633'HOLE IN A LARGE OUTCROPPING BEDROCK, AND IS ABOUT 1 FT. ABOVE
 GB1633'THE LEVEL OF THE HIGHWAY.
 GB1633
 GB1633                          STATION RECOVERY (2003)
 GB1633
 GB1633'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GB1633'RECOVERED AS DESCRIBED.
 GB1633
 GB1633                          STATION RECOVERY (2006)
 GB1633
 GB1633'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 GB1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0814 ***********************************************************************
 FC0814  DESIGNATION -  K 232
 FC0814  PID         -  FC0814
 FC0814  STATE/COUNTY-  TN/CUMBERLAND
 FC0814  USGS QUAD   -  OZONE (1989)
 FC0814
 FC0814                         *CURRENT SURVEY CONTROL
 FC0814  ___________________________________________________________________
 FC0814* NAD 83(1986)-  35 53 12.     (N)    084 50 13.     (W)     SCALED    
 FC0814* NAVD 88     -       501.829  (meters)    1646.42   (feet)  ADJUSTED  
 FC0814  ___________________________________________________________________
 FC0814  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FC0814  DYNAMIC HT  -         501.357 (meters)    1644.87  (feet)  COMP
 FC0814  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 FC0814
 FC0814  VERT ORDER  -  SECOND    CLASS 0
 FC0814
 FC0814.The horizontal coordinates were scaled from a topographic map and have
 FC0814.an estimated accuracy of +/- 6 seconds.
 FC0814
 FC0814.The orthometric height was determined by differential leveling
 FC0814.and adjusted by the National Geodetic Survey in June 1991..
 FC0814
 FC0814.The geoid height was determined by GEOID03.
 FC0814
 FC0814.The dynamic height is computed by dividing the NAVD 88
 FC0814.geopotential number by the normal gravity value computed on the
 FC0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0814.degrees latitude (g = 980.6199 gals.).
 FC0814
 FC0814.The modeled gravity was interpolated from observed gravity values.
 FC0814
 FC0814;                    North         East    Units  Estimated Accuracy
 FC0814;SPC TN       -   172,970.      705,010.      MT  (+/- 180 meters Scaled)
 FC0814
 FC0814                          SUPERSEDED SURVEY CONTROL
 FC0814
 FC0814  NGVD 29 (??/??/92)  501.914  (m)         1646.70   (f) ADJ UNCH    2 0
 FC0814
 FC0814.Superseded values are not recommended for survey control.
 FC0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0814.See file dsdata.txt to determine how the superseded data were derived.
 FC0814
 FC0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE952735(NAD 83)
 FC0814_MARKER: DB = BENCH MARK DISK
 FC0814_SETTING: 66 = SET IN ROCK OUTCROP
 FC0814_SP_SET: ROCK LEDGE
 FC0814_STAMPING: K 232 1960
 FC0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0814+STABILITY: POSITION/ELEVATION WELL
 FC0814
 FC0814  HISTORY     - Date     Condition        Report By
 FC0814  HISTORY     - 1960     MONUMENTED       CGS
 FC0814
 FC0814                          STATION DESCRIPTION
 FC0814
 FC0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0814'2.7 MI E FROM CRAB ORCHARD.
 FC0814'FROM THE RAILRAOD DEPOT IN CRAB ORCHARD, GO 2.7 MILES EAST ON
 FC0814'THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS 30.5 FT.
 FC0814'NORTHEAST OF THE NORTH RAIL, 22 FT. SOUTHEAST OF A TELEPHONE
 FC0814'POLE, 9 FT. SOUTHWEST OF A WITNESS SIGN NAILED TO A TREE.  THE
 FC0814'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF A ROCK LEDGE ABOUT 3
 FC0814'FT. ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0911 ***********************************************************************
 FC0911  DESIGNATION -  K 233
 FC0911  PID         -  FC0911
 FC0911  STATE/COUNTY-  TN/ROANE
 FC0911  USGS QUAD   -  HARRIMAN (1980)
 FC0911
 FC0911                         *CURRENT SURVEY CONTROL
 FC0911  ___________________________________________________________________
 FC0911* NAD 83(1986)-  35 53 35.     (N)    084 32 41.     (W)     SCALED    
 FC0911* NAVD 88     -       253.084  (meters)     830.33   (feet)  ADJUSTED  
 FC0911  ___________________________________________________________________
 FC0911  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0911  DYNAMIC HT  -         252.849 (meters)     829.56  (feet)  COMP
 FC0911  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 FC0911
 FC0911  VERT ORDER  -  SECOND    CLASS 0
 FC0911
 FC0911.The horizontal coordinates were scaled from a topographic map and have
 FC0911.an estimated accuracy of +/- 6 seconds.
 FC0911
 FC0911.The orthometric height was determined by differential leveling
 FC0911.and adjusted by the National Geodetic Survey in June 1991..
 FC0911
 FC0911.The geoid height was determined by GEOID03.
 FC0911
 FC0911.The dynamic height is computed by dividing the NAVD 88
 FC0911.geopotential number by the normal gravity value computed on the
 FC0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0911.degrees latitude (g = 980.6199 gals.).
 FC0911
 FC0911.The modeled gravity was interpolated from observed gravity values.
 FC0911
 FC0911;                    North         East    Units  Estimated Accuracy
 FC0911;SPC TN       -   174,030.      731,380.      MT  (+/- 180 meters Scaled)
 FC0911
 FC0911                          SUPERSEDED SURVEY CONTROL
 FC0911
 FC0911  NGVD 29 (??/??/92)  253.192  (m)          830.68   (f) ADJ UNCH    2 0
 FC0911
 FC0911.Superseded values are not recommended for survey control.
 FC0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0911.See file dsdata.txt to determine how the superseded data were derived.
 FC0911
 FC0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE216748(NAD 83)
 FC0911_MARKER: DB = BENCH MARK DISK
 FC0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0911_STAMPING: K 233 1960
 FC0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0911+STABILITY: SURFACE MOTION
 FC0911
 FC0911  HISTORY     - Date     Condition        Report By
 FC0911  HISTORY     - 1960     MONUMENTED       CGS
 FC0911  HISTORY     - 1972     GOOD             TVA
 FC0911
 FC0911                          STATION DESCRIPTION
 FC0911
 FC0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0911'3.2 MI NW FROM KINGSTON.
 FC0911'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0911'FOR 0.8 MILE, THEN 0.95 MILE NORTHWEST ON INTERSTATE HIGHWAY
 FC0911'40, THEN 0.1 MILE SOUTH ON A GRAVELED ROAD, THEN 1.35 MILES
 FC0911'NORTHWEST ON U.S. HIGHWAY 70.  THE BENCH MARK IS ABOUT 110 YARDS
 FC0911'EAST OF A GULF SERVICE STATION, ABOUT 85 YARDS EAST OF THE
 FC0911'INTERSECTION OF U.S. HIGHWAY 70 AND A PAVED ROAD, 65 FT. NORTH
 FC0911'OF THE CENTER OF THE WEST BOUND TRAFFIC LANES OF U.S. HIGHWAY
 FC0911'70, 45 FT. SOUTHWEST OF A POWER LINE POLE, AND 1.3 FT. WEST OF
 FC0911'A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0911'PROJECTING 2 INCHES.
 FC0911
 FC0911                          STATION RECOVERY (1972)
 FC0911
 FC0911'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0235 ***********************************************************************
 FC0235  DESIGNATION -  K 234
 FC0235  PID         -  FC0235
 FC0235  STATE/COUNTY-  TN/KNOX
 FC0235  USGS QUAD   -  BEARDEN (1990)
 FC0235
 FC0235                         *CURRENT SURVEY CONTROL
 FC0235  ___________________________________________________________________
 FC0235* NAD 83(1986)-  35 54 54.     (N)    084 06 24.     (W)     SCALED    
 FC0235* NAVD 88     -       293.263  (meters)     962.15   (feet)  ADJUSTED  
 FC0235  ___________________________________________________________________
 FC0235  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0235  DYNAMIC HT  -         292.990 (meters)     961.25  (feet)  COMP
 FC0235  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FC0235
 FC0235  VERT ORDER  -  SECOND    CLASS 0
 FC0235
 FC0235.The horizontal coordinates were scaled from a topographic map and have
 FC0235.an estimated accuracy of +/- 6 seconds.
 FC0235
 FC0235.The orthometric height was determined by differential leveling
 FC0235.and adjusted by the National Geodetic Survey in June 1991..
 FC0235
 FC0235.The geoid height was determined by GEOID03.
 FC0235
 FC0235.The dynamic height is computed by dividing the NAVD 88
 FC0235.geopotential number by the normal gravity value computed on the
 FC0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0235.degrees latitude (g = 980.6199 gals.).
 FC0235
 FC0235.The modeled gravity was interpolated from observed gravity values.
 FC0235
 FC0235;                    North         East    Units  Estimated Accuracy
 FC0235;SPC TN       -   177,140.      770,870.      MT  (+/- 180 meters Scaled)
 FC0235
 FC0235                          SUPERSEDED SURVEY CONTROL
 FC0235
 FC0235  NGVD 29 (??/??/92)  293.387  (m)          962.55   (f) ADJ UNCH    2 0
 FC0235
 FC0235.Superseded values are not recommended for survey control.
 FC0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0235.See file dsdata.txt to determine how the superseded data were derived.
 FC0235
 FC0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE610783(NAD 83)
 FC0235_MARKER: DB = BENCH MARK DISK
 FC0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0235_SP_SET: CULVERT
 FC0235_STAMPING: K 234 1960
 FC0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0235
 FC0235  HISTORY     - Date     Condition        Report By
 FC0235  HISTORY     - 1960     MONUMENTED       CGS
 FC0235  HISTORY     - 1982     GOOD             LOCENG
 FC0235
 FC0235                          STATION DESCRIPTION
 FC0235
 FC0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0235'7.8 MI W FROM BEARDEN.
 FC0235'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0235'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 5.95 MILES WEST
 FC0235'ON INTERSTATE HIGHWAY 40 TO A CONCRETE CULVERT UNDER THE HIGHWAY.
 FC0235'THE BENCH MARK IS ABOUT 0.1 MILE EAST OF A LARGE BARN ON THE NORTH
 FC0235'SIDE OF THE HIGHWAY AND 37 FT. NORTH OF THE CENTER OF THE WEST
 FC0235'BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FC0235'TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF THE CULVERT
 FC0235'AND IS ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
 FC0235
 FC0235                          STATION RECOVERY (1982)
 FC0235
 FC0235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0684 ***********************************************************************
 GB0684  DESIGNATION -  K 235
 GB0684  PID         -  GB0684
 GB0684  STATE/COUNTY-  TN/KNOX
 GB0684  USGS QUAD   -  POWELL (1976)
 GB0684
 GB0684                         *CURRENT SURVEY CONTROL
 GB0684  ___________________________________________________________________
 GB0684* NAD 83(1986)-  36 04 18.     (N)    084 01 53.     (W)     SCALED    
 GB0684* NAVD 88     -       265.462  (meters)     870.94   (feet)  ADJUSTED  
 GB0684  ___________________________________________________________________
 GB0684  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0684  DYNAMIC HT  -         265.215 (meters)     870.13  (feet)  COMP
 GB0684  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 GB0684
 GB0684  VERT ORDER  -  SECOND    CLASS 0
 GB0684
 GB0684.The horizontal coordinates were scaled from a topographic map and have
 GB0684.an estimated accuracy of +/- 6 seconds.
 GB0684
 GB0684.The orthometric height was determined by differential leveling
 GB0684.and adjusted by the National Geodetic Survey in June 1991..
 GB0684
 GB0684.The geoid height was determined by GEOID03.
 GB0684
 GB0684.The dynamic height is computed by dividing the NAVD 88
 GB0684.geopotential number by the normal gravity value computed on the
 GB0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0684.degrees latitude (g = 980.6199 gals.).
 GB0684
 GB0684.The modeled gravity was interpolated from observed gravity values.
 GB0684
 GB0684;                    North         East    Units  Estimated Accuracy
 GB0684;SPC TN       -   194,650.      777,320.      MT  (+/- 180 meters Scaled)
 GB0684
 GB0684                          SUPERSEDED SURVEY CONTROL
 GB0684
 GB0684  NGVD 29 (??/??/92)  265.571  (m)          871.29   (f) ADJ UNCH    2 0
 GB0684
 GB0684.Superseded values are not recommended for survey control.
 GB0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0684.See file dsdata.txt to determine how the superseded data were derived.
 GB0684
 GB0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE673959(NAD 83)
 GB0684_MARKER: DB = BENCH MARK DISK
 GB0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0684_SP_SET: BRIDGE
 GB0684_STAMPING: K 235 1961
 GB0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0684
 GB0684  HISTORY     - Date     Condition        Report By
 GB0684  HISTORY     - 1961     MONUMENTED       CGS
 GB0684  HISTORY     - 1973     GOOD             TVA
 GB0684
 GB0684                          STATION DESCRIPTION
 GB0684
 GB0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0684'8.7 MI NW FROM INSKIP.
 GB0684'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0684'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0684'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 3.15 MILES NORTHWEST ON
 GB0684'CONNER ROAD, THEN 0.95 MILE SOUTHWEST ON BRUSHY VALLEY ROAD TO A SMALL
 GB0684'BRIDGE OVER A CREEK.  THE BENCH MARK IS ABOUT 0.05 MILE SOUTHWEST
 GB0684'OF THE T JUNCTION OF BRUSHY VALLEY ROAD AND CLEAGE ROAD, 11 FT.
 GB0684'NORTHWEST OF THE CENTER OF BRUSHY VALLEY ROAD.  THE DISK IS CEMENTED
 GB0684'IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE NORTHWEST CONCRETE
 GB0684'HEADWALL OF THE BRIDGE, AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE
 GB0684'ROAD.
 GB0684
 GB0684                          STATION RECOVERY (1973)
 GB0684
 GB0684'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0554 ***********************************************************************
 GB0554  DESIGNATION -  K 236
 GB0554  PID         -  GB0554
 GB0554  STATE/COUNTY-  TN/CAMPBELL
 GB0554  USGS QUAD   -  PIONEER (1979)
 GB0554
 GB0554                         *CURRENT SURVEY CONTROL
 GB0554  ___________________________________________________________________
 GB0554* NAD 83(1986)-  36 24 07.     (N)    084 16 40.     (W)     SCALED    
 GB0554* NAVD 88     -       456.392  (meters)    1497.35   (feet)  ADJUSTED  
 GB0554  ___________________________________________________________________
 GB0554  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB0554  DYNAMIC HT  -         455.984 (meters)    1496.01  (feet)  COMP
 GB0554  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GB0554
 GB0554  VERT ORDER  -  SECOND    CLASS 0
 GB0554
 GB0554.The horizontal coordinates were scaled from a topographic map and have
 GB0554.an estimated accuracy of +/- 6 seconds.
 GB0554
 GB0554.The orthometric height was determined by differential leveling
 GB0554.and adjusted by the National Geodetic Survey in June 1991..
 GB0554
 GB0554.The geoid height was determined by GEOID03.
 GB0554
 GB0554.The dynamic height is computed by dividing the NAVD 88
 GB0554.geopotential number by the normal gravity value computed on the
 GB0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0554.degrees latitude (g = 980.6199 gals.).
 GB0554
 GB0554.The modeled gravity was interpolated from observed gravity values.
 GB0554
 GB0554;                    North         East    Units  Estimated Accuracy
 GB0554;SPC TN       -   230,870.      754,480.      MT  (+/- 180 meters Scaled)
 GB0554
 GB0554                          SUPERSEDED SURVEY CONTROL
 GB0554
 GB0554  NGVD 29 (??/??/92)  456.496  (m)         1497.69   (f) ADJ UNCH    2 0
 GB0554
 GB0554.Superseded values are not recommended for survey control.
 GB0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0554.See file dsdata.txt to determine how the superseded data were derived.
 GB0554
 GB0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF441319(NAD 83)
 GB0554_MARKER: DB = BENCH MARK DISK
 GB0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0554_STAMPING: K 236 1961
 GB0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0554+STABILITY: SURFACE MOTION
 GB0554
 GB0554  HISTORY     - Date     Condition        Report By
 GB0554  HISTORY     - 1961     MONUMENTED       CGS
 GB0554
 GB0554                          STATION DESCRIPTION
 GB0554
 GB0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0554'3.6 MI SE FROM PIONEER.
 GB0554'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0554'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTERLY ON A SPUR TRACK,
 GB0554'THEN 0.05 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO
 GB0554'0.5 MILE NORTHERLY ON A GRAVELED ROAD.  THE BENCH MARK IS 25 FT.
 GB0554'EAST OF THE CENTER OF THE GRAVELED ROAD, 1.6 FT. NORTH OF A
 GB0554'WITNESS SIGN, AND ABOUT 0.05 MILE NORTH OF A SMALL BRIDGE OVER
 GB0554'A CREEK.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GB0554'4 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2441 ***********************************************************************
 GA2441  DESIGNATION -  K 237
 GA2441  PID         -  GA2441
 GA2441  STATE/COUNTY-  TN/JEFFERSON
 GA2441  USGS QUAD   -  NEW MARKET (1987)
 GA2441
 GA2441                         *CURRENT SURVEY CONTROL
 GA2441  ___________________________________________________________________
 GA2441* NAD 83(1986)-  36 00 27.     (N)    083 31 45.     (W)     SCALED    
 GA2441* NAVD 88     -       282.615  (meters)     927.21   (feet)  ADJUSTED  
 GA2441  ___________________________________________________________________
 GA2441  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2441  DYNAMIC HT  -         282.352 (meters)     926.35  (feet)  COMP
 GA2441  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 GA2441
 GA2441  VERT ORDER  -  SECOND    CLASS 0
 GA2441
 GA2441.The horizontal coordinates were scaled from a topographic map and have
 GA2441.an estimated accuracy of +/- 6 seconds.
 GA2441
 GA2441.The orthometric height was determined by differential leveling
 GA2441.and adjusted by the National Geodetic Survey in June 1991..
 GA2441
 GA2441.The geoid height was determined by GEOID03.
 GA2441
 GA2441.The dynamic height is computed by dividing the NAVD 88
 GA2441.geopotential number by the normal gravity value computed on the
 GA2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2441.degrees latitude (g = 980.6199 gals.).
 GA2441
 GA2441.The modeled gravity was interpolated from observed gravity values.
 GA2441
 GA2441;                    North         East    Units  Estimated Accuracy
 GA2441;SPC TN       -   188,560.      822,720.      MT  (+/- 180 meters Scaled)
 GA2441
 GA2441                          SUPERSEDED SURVEY CONTROL
 GA2441
 GA2441  NGVD 29 (??/??/92)  282.790  (m)          927.79   (f) ADJ UNCH    2 0
 GA2441
 GA2441.Superseded values are not recommended for survey control.
 GA2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2441.See file dsdata.txt to determine how the superseded data were derived.
 GA2441
 GA2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV720877(NAD 83)
 GA2441_MARKER: DB = BENCH MARK DISK
 GA2441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2441_SP_SET: BRIDGE
 GA2441_STAMPING: K 237 1961
 GA2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2441
 GA2441  HISTORY     - Date     Condition        Report By
 GA2441  HISTORY     - 1961     MONUMENTED       CGS
 GA2441
 GA2441                          STATION DESCRIPTION
 GA2441
 GA2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2441'5.8 MI E FROM KODAK.
 GA2441'FROM THE JUNCTION OF STATE HIGHWAY 139 AND A PAVED ROAD IN
 GA2441'KODAK, (LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 GA2441'70 AND 25W AND STATE HIGHWAY 139, WHICH IS ABOUT 18 MILES EAST
 GA2441'OF KNOXVILLE), GO 1.2 MILES EAST ON THE PAVED ROAD, THEN 4.6
 GA2441'MILES EAST ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF
 GA2441'A PAVED ROAD.  THE BENCH MARK IS ABOUT 220 FT. SOUTH OF THE
 GA2441'INTERSTATE HIGHWAY, 9 FT. WEST OF THE CENTER OF THE PAVED
 GA2441'ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE WEST
 GA2441'END OF THE NORTH CONCRETE WINGWALL OF A SMALL STEEL BRIDGE
 GA2441'OVER A CREEK AND IS ABOUT 1 FT. BELOW THE LEVEL OF THE PAVED
 GA2441'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0287 ***********************************************************************
 FC0287  DESIGNATION -  K 238
 FC0287  PID         -  FC0287
 FC0287  STATE/COUNTY-  TN/LOUDON
 FC0287  USGS QUAD   -  PHILADELPHIA (1974)
 FC0287
 FC0287                         *CURRENT SURVEY CONTROL
 FC0287  ___________________________________________________________________
 FC0287* NAD 83(1986)-  35 41 55.     (N)    084 24 49.     (W)     SCALED    
 FC0287* NAVD 88     -       312.881  (meters)    1026.51   (feet)  ADJUSTED  
 FC0287  ___________________________________________________________________
 FC0287  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FC0287  DYNAMIC HT  -         312.582 (meters)    1025.53  (feet)  COMP
 FC0287  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FC0287
 FC0287  VERT ORDER  -  SECOND    CLASS 0
 FC0287
 FC0287.The horizontal coordinates were scaled from a topographic map and have
 FC0287.an estimated accuracy of +/- 6 seconds.
 FC0287
 FC0287.The orthometric height was determined by differential leveling
 FC0287.and adjusted by the National Geodetic Survey in June 1991..
 FC0287
 FC0287.The geoid height was determined by GEOID03.
 FC0287
 FC0287.The dynamic height is computed by dividing the NAVD 88
 FC0287.geopotential number by the normal gravity value computed on the
 FC0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0287.degrees latitude (g = 980.6199 gals.).
 FC0287
 FC0287.The modeled gravity was interpolated from observed gravity values.
 FC0287
 FC0287;                    North         East    Units  Estimated Accuracy
 FC0287;SPC TN       -   152,640.      743,560.      MT  (+/- 180 meters Scaled)
 FC0287
 FC0287                          SUPERSEDED SURVEY CONTROL
 FC0287
 FC0287  NGVD 29 (??/??/92)  312.966  (m)         1026.79   (f) ADJ UNCH    2 0
 FC0287
 FC0287.Superseded values are not recommended for survey control.
 FC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0287.See file dsdata.txt to determine how the superseded data were derived.
 FC0287
 FC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE340536(NAD 83)
 FC0287_MARKER: DB = BENCH MARK DISK
 FC0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0287_STAMPING: K 238 1961
 FC0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0287+STABILITY: SURFACE MOTION
 FC0287
 FC0287  HISTORY     - Date     Condition        Report By
 FC0287  HISTORY     - 1961     MONUMENTED       CGS
 FC0287
 FC0287                          STATION DESCRIPTION
 FC0287
 FC0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0287'2 MI NW FROM PHILADELPHIA.
 FC0287'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0287'0.1 MILE NORTH, THEN GO 1.15 MILES NORTHWEST ON A PAVED ROAD
 FC0287'TO A Y JUNCTION, THEN TAKE THE RIGHT FORK AND GO 0.65 MILE
 FC0287'NORTH ON A PAVED ROAD.  THE BENCH MARK IS ABOUT 150 FT. NORTHWEST
 FC0287'AND ACROSS THE ROAD FROM A BARN, 111 FT. SOUTHEAST OF THE
 FC0287'SOUTHEAST CORNER OF A HOUSE, 30 FT. WEST OF THE CENTER OF THE
 FC0287'PAVED ROAD, 1.9 FT. EAST OF A TELEPHONE POLE, AND 1.6 FT. EAST
 FC0287'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0287'PROJECTING 3 INCHES AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE
 FC0287'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2015 ***********************************************************************
 GA2015  DESIGNATION -  K 239
 GA2015  PID         -  GA2015
 GA2015  STATE/COUNTY-  TN/JEFFERSON
 GA2015  USGS QUAD   -  WHITE PINE (1961)
 GA2015
 GA2015                         *CURRENT SURVEY CONTROL
 GA2015  ___________________________________________________________________
 GA2015* NAD 83(1986)-  36 01 58.     (N)    083 19 15.     (W)     SCALED    
 GA2015* NAVD 88     -       319.849  (meters)    1049.37   (feet)  ADJUSTED  
 GA2015  ___________________________________________________________________
 GA2015  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2015  DYNAMIC HT  -         319.549 (meters)    1048.39  (feet)  COMP
 GA2015  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GA2015
 GA2015  VERT ORDER  -  SECOND    CLASS 0
 GA2015
 GA2015.The horizontal coordinates were scaled from a topographic map and have
 GA2015.an estimated accuracy of +/- 6 seconds.
 GA2015
 GA2015.The orthometric height was determined by differential leveling
 GA2015.and adjusted by the National Geodetic Survey in June 1991..
 GA2015
 GA2015.The geoid height was determined by GEOID03.
 GA2015
 GA2015.The dynamic height is computed by dividing the NAVD 88
 GA2015.geopotential number by the normal gravity value computed on the
 GA2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2015.degrees latitude (g = 980.6199 gals.).
 GA2015
 GA2015.The modeled gravity was interpolated from observed gravity values.
 GA2015
 GA2015;                    North         East    Units  Estimated Accuracy
 GA2015;SPC TN       -   191,860.      841,420.      MT  (+/- 180 meters Scaled)
 GA2015
 GA2015                          SUPERSEDED SURVEY CONTROL
 GA2015
 GA2015  NGVD 29 (??/??/92)  320.012  (m)         1049.91   (f) ADJ UNCH    2 0
 GA2015
 GA2015.Superseded values are not recommended for survey control.
 GA2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2015.See file dsdata.txt to determine how the superseded data were derived.
 GA2015
 GA2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV908900(NAD 83)
 GA2015_MARKER: DB = BENCH MARK DISK
 GA2015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2015_SP_SET: CULVERT
 GA2015_STAMPING: K 239 1961
 GA2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2015
 GA2015  HISTORY     - Date     Condition        Report By
 GA2015  HISTORY     - 1961     MONUMENTED       CGS
 GA2015
 GA2015                          STATION DESCRIPTION
 GA2015
 GA2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2015'10.6 MI NW FROM NEWPORT.
 GA2015'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES
 GA2015'OVER U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO
 GA2015'6.15 MILES NORTHWEST ON INTERSTATE 40.  THE BENCH MARK IS 0.8
 GA2015'MILE SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER THE FRENCH
 GA2015'RIVER.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN TOP
 GA2015'OF A 4 BY 4 CONCRETE CULVERT DRAIN LOCATED BETWEEN THE TWO TRAFFIC
 GA2015'LANES AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1069 ***********************************************************************
 GA1069  DESIGNATION -  K 241
 GA1069  PID         -  GA1069
 GA1069  STATE/COUNTY-  TN/GREENE
 GA1069  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1069
 GA1069                         *CURRENT SURVEY CONTROL
 GA1069  ___________________________________________________________________
 GA1069* NAD 83(1986)-  36 20 49.     (N)    082 42 18.     (W)     SCALED    
 GA1069* NAVD 88     -       439.305  (meters)    1441.29   (feet)  ADJUSTED  
 GA1069  ___________________________________________________________________
 GA1069  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1069  DYNAMIC HT  -         438.890 (meters)    1439.92  (feet)  COMP
 GA1069  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 GA1069
 GA1069  VERT ORDER  -  SECOND    CLASS 0
 GA1069
 GA1069.The horizontal coordinates were scaled from a topographic map and have
 GA1069.an estimated accuracy of +/- 6 seconds.
 GA1069
 GA1069.The orthometric height was determined by differential leveling
 GA1069.and adjusted by the National Geodetic Survey in June 1991..
 GA1069
 GA1069.The geoid height was determined by GEOID03.
 GA1069
 GA1069.The dynamic height is computed by dividing the NAVD 88
 GA1069.geopotential number by the normal gravity value computed on the
 GA1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1069.degrees latitude (g = 980.6199 gals.).
 GA1069
 GA1069.The modeled gravity was interpolated from observed gravity values.
 GA1069
 GA1069;                    North         East    Units  Estimated Accuracy
 GA1069;SPC TN       -   228,390.      895,720.      MT  (+/- 180 meters Scaled)
 GA1069
 GA1069                          SUPERSEDED SURVEY CONTROL
 GA1069
 GA1069  NGVD 29 (??/??/92)  439.441  (m)         1441.73   (f) ADJ UNCH    2 0
 GA1069
 GA1069.Superseded values are not recommended for survey control.
 GA1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1069.See file dsdata.txt to determine how the superseded data were derived.
 GA1069
 GA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA470237(NAD 83)
 GA1069_MARKER: DB = BENCH MARK DISK
 GA1069_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1069_SP_SET: UNSPECIFIED ROCK
 GA1069_STAMPING: K 241 1961
 GA1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1069
 GA1069  HISTORY     - Date     Condition        Report By
 GA1069  HISTORY     - 1961     MONUMENTED       CGS
 GA1069
 GA1069                          STATION DESCRIPTION
 GA1069
 GA1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1069'1.4 MI S FROM JEAROLDSTOWN.
 GA1069'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROAD IN THE SMALL
 GA1069'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1069'FALL BRANCH), GO 1.5 MILES SOUTH ON A GRAVELED ROAD TO A STEEL
 GA1069'BRIDGE OVER CLEAR CREEK.  THE BENCH MARK IS IN A TRIANGLE OF LAND
 GA1069'AT THE JUNCTION OF UNION TEMPLE AND JEAROLDSTOWN ROADS, BETWEEN
 GA1069'THE HOUSE OF REX SMITH AND F.M. GASS, 54 FT. NORTHEAST OF THE
 GA1069'NORTHEAST CORNER OF THE BRIDGE, 29 FT. NORTHWEST OF THE CENTER
 GA1069'OF PAVED ROAD, 25 FT. NORTHEAST OF A FENCE, AND 2.7 FT. NORTH OF
 GA1069'A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF
 GA1069'THE SOUTHERLY MOST ONE OF TWO RIBS OF ROCK RUNNING EAST AND WEST
 GA1069'AND IS ABOUT 3 FT. BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2071 ***********************************************************************
 GA2071  DESIGNATION -  K 242
 GA2071  PID         -  GA2071
 GA2071  STATE/COUNTY-  TN/HAMBLEN
 GA2071  USGS QUAD   -  SPRINGVALE (1980)
 GA2071
 GA2071                         *CURRENT SURVEY CONTROL
 GA2071  ___________________________________________________________________
 GA2071* NAD 83(1986)-  36 09 36.     (N)    083 12 39.     (W)     SCALED    
 GA2071* NAVD 88     -       312.578  (meters)    1025.52   (feet)  ADJUSTED  
 GA2071  ___________________________________________________________________
 GA2071  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA2071  DYNAMIC HT  -         312.288 (meters)    1024.56  (feet)  COMP
 GA2071  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 GA2071
 GA2071  VERT ORDER  -  SECOND    CLASS 0
 GA2071
 GA2071.The horizontal coordinates were scaled from a topographic map and have
 GA2071.an estimated accuracy of +/- 6 seconds.
 GA2071
 GA2071.The orthometric height was determined by differential leveling
 GA2071.and adjusted by the National Geodetic Survey in June 1991..
 GA2071
 GA2071.The geoid height was determined by GEOID03.
 GA2071
 GA2071.The dynamic height is computed by dividing the NAVD 88
 GA2071.geopotential number by the normal gravity value computed on the
 GA2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2071.degrees latitude (g = 980.6199 gals.).
 GA2071
 GA2071.The modeled gravity was interpolated from observed gravity values.
 GA2071
 GA2071;                    North         East    Units  Estimated Accuracy
 GA2071;SPC TN       -   206,240.      850,930.      MT  (+/- 180 meters Scaled)
 GA2071
 GA2071                          SUPERSEDED SURVEY CONTROL
 GA2071
 GA2071  NGVD 29 (??/??/92)  312.708  (m)         1025.94   (f) ADJ UNCH    2 0
 GA2071
 GA2071.Superseded values are not recommended for survey control.
 GA2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2071.See file dsdata.txt to determine how the superseded data were derived.
 GA2071
 GA2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA011039(NAD 83)
 GA2071_MARKER: DB = BENCH MARK DISK
 GA2071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2071_SP_SET: BRIDGE
 GA2071_STAMPING: K 242 1961
 GA2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2071
 GA2071  HISTORY     - Date     Condition        Report By
 GA2071  HISTORY     - 1961     MONUMENTED       CGS
 GA2071  HISTORY     - 1980     GOOD             NGS
 GA2071
 GA2071                          STATION DESCRIPTION
 GA2071
 GA2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2071'0.6 MI W FROM LOWLAND.
 GA2071'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2071'MILES SOUTHEAST OF MORRISTOWN), GO 0.6 MILE WEST ON A PAVED
 GA2071'AND GRAVELED ROAD TO A CONCRETE BRIDGE OVER A SMALL CREEK.  THE
 GA2071'BENCH MARK IS 10 FT. SOUTH OF THE CENTER OF THE BRIDGE.  THE
 GA2071'DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE
 GA2071'SOUTH CONCRETE HEADWALL OF THE BRIDGE AND IS ABOUT 1 FT. ABOVE
 GA2071'THE LEVEL OF THE ROAD.
 GA2071
 GA2071                          STATION RECOVERY (1980)
 GA2071
 GA2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0605 ***********************************************************************
 FC0605  DESIGNATION -  K 243
 FC0605  PID         -  FC0605
 FC0605  STATE/COUNTY-  TN/BRADLEY
 FC0605  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0605
 FC0605                         *CURRENT SURVEY CONTROL
 FC0605  ___________________________________________________________________
 FC0605* NAD 83(1986)-  35 12 54.     (N)    084 51 18.     (W)     SCALED    
 FC0605* NAVD 88     -       241.973  (meters)     793.87   (feet)  ADJUSTED  
 FC0605  ___________________________________________________________________
 FC0605  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0605  DYNAMIC HT  -         241.735 (meters)     793.09  (feet)  COMP
 FC0605  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 FC0605
 FC0605  VERT ORDER  -  SECOND    CLASS 0
 FC0605
 FC0605.The horizontal coordinates were scaled from a topographic map and have
 FC0605.an estimated accuracy of +/- 6 seconds.
 FC0605
 FC0605.The orthometric height was determined by differential leveling
 FC0605.and adjusted by the National Geodetic Survey in June 1991..
 FC0605
 FC0605.The geoid height was determined by GEOID03.
 FC0605
 FC0605.The dynamic height is computed by dividing the NAVD 88
 FC0605.geopotential number by the normal gravity value computed on the
 FC0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0605.degrees latitude (g = 980.6199 gals.).
 FC0605
 FC0605.The modeled gravity was interpolated from observed gravity values.
 FC0605
 FC0605;                    North         East    Units  Estimated Accuracy
 FC0605;SPC TN       -    98,430.      704,250.      MT  (+/- 180 meters Scaled)
 FC0605
 FC0605                          SUPERSEDED SURVEY CONTROL
 FC0605
 FC0605  NGVD 29 (??/??/92)  242.005  (m)          793.98   (f) ADJ UNCH    2 0
 FC0605
 FC0605.Superseded values are not recommended for survey control.
 FC0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0605.See file dsdata.txt to determine how the superseded data were derived.
 FC0605
 FC0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD952989(NAD 83)
 FC0605_MARKER: DB = BENCH MARK DISK
 FC0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0605_STAMPING: K 243 1961
 FC0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0605+STABILITY: SURFACE MOTION
 FC0605
 FC0605  HISTORY     - Date     Condition        Report By
 FC0605  HISTORY     - 1961     MONUMENTED       CGS
 FC0605  HISTORY     - 1967     GOOD             NGS
 FC0605  HISTORY     - 1983     GOOD             USPSQD
 FC0605
 FC0605                          STATION DESCRIPTION
 FC0605
 FC0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0605'5 MI N FROM CLEVELAND.
 FC0605'FROM THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND STATE HIGHWAY 60
 FC0605'(GEORGETOWN PIKE), IN THE NORTHWEST EDGE OF CLEVELAND, GO
 FC0605'NORTHEAST ON U.S. HIGHWAY 11 BYPASS FOR 3.3 MILES TO A SIDE ROAD
 FC0605'LEFT, JUST AFTER CROSSING A BRIDGE AND JUST BEFORE REACHING
 FC0605'THE JUNCTION OF U.S. HIGHWAYS 11 AND 11 BYPASS, TURN LEFT AND GO
 FC0605'NORTHWEST FOR 1.0 MILE ON AN OILED ROAD TO A SHARP RIGHT TURN
 FC0605'AND THE VALLEY HEAD SCHOOL ON THE RIGHT, FOLLOW OILED ROAD
 FC0605'RIGHT, NORTHEAST, FOR 0.5 MILES TO THE MARK ON THE RIGHT, 55.8
 FC0605'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE CLAPBOARD
 FC0605'HOUSE, 23 FEET EAST OF THE CENTER OF THE ROAD, AND 1.4 FEET SOUTH
 FC0605'OF A WITNESS SIGN AND FENCE CORNER.  A DISK SET IN THE TOP OF A
 FC0605'CONCRETE POST PROJECTING 6 INCHES AND 2 FEET ABOVE THE LEVEL OF
 FC0605'THE ROAD.
 FC0605
 FC0605                          STATION RECOVERY (1967)
 FC0605
 FC0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0605'RECOVERED IN GOOD CONDITION.
 FC0605
 FC0605                          STATION RECOVERY (1983)
 FC0605
 FC0605'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0581 ***********************************************************************
 FC0581  DESIGNATION -  K 244
 FC0581  PID         -  FC0581
 FC0581  STATE/COUNTY-  TN/MCMINN
 FC0581  USGS QUAD   -  CHARLESTON (1980)
 FC0581
 FC0581                         *CURRENT SURVEY CONTROL
 FC0581  ___________________________________________________________________
 FC0581* NAD 83(1986)-  35 18 17.     (N)    084 45 44.     (W)     SCALED    
 FC0581* NAVD 88     -       228.694  (meters)     750.31   (feet)  ADJUSTED  
 FC0581  ___________________________________________________________________
 FC0581  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FC0581  DYNAMIC HT  -         228.470 (meters)     749.57  (feet)  COMP
 FC0581  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 FC0581
 FC0581  VERT ORDER  -  SECOND    CLASS 0
 FC0581
 FC0581.The horizontal coordinates were scaled from a topographic map and have
 FC0581.an estimated accuracy of +/- 6 seconds.
 FC0581
 FC0581.The orthometric height was determined by differential leveling
 FC0581.and adjusted by the National Geodetic Survey in June 1991..
 FC0581
 FC0581.The geoid height was determined by GEOID03.
 FC0581
 FC0581.The dynamic height is computed by dividing the NAVD 88
 FC0581.geopotential number by the normal gravity value computed on the
 FC0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0581.degrees latitude (g = 980.6199 gals.).
 FC0581
 FC0581.The modeled gravity was interpolated from observed gravity values.
 FC0581
 FC0581;                    North         East    Units  Estimated Accuracy
 FC0581;SPC TN       -   108,490.      712,570.      MT  (+/- 180 meters Scaled)
 FC0581
 FC0581                          SUPERSEDED SURVEY CONTROL
 FC0581
 FC0581  NGVD 29 (??/??/92)  228.755  (m)          750.51   (f) ADJ UNCH    2 0
 FC0581
 FC0581.Superseded values are not recommended for survey control.
 FC0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0581.See file dsdata.txt to determine how the superseded data were derived.
 FC0581
 FC0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE034091(NAD 83)
 FC0581_MARKER: DB = BENCH MARK DISK
 FC0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0581_STAMPING: K 244 1961
 FC0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0581+STABILITY: SURFACE MOTION
 FC0581
 FC0581  HISTORY     - Date     Condition        Report By
 FC0581  HISTORY     - 1961     MONUMENTED       CGS
 FC0581
 FC0581                          STATION DESCRIPTION
 FC0581
 FC0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0581'1.6 MI N FROM CALHOUN.
 FC0581'FROM THE BRIDGE ON U.S. HIGHWAY 11 OVER THE HIWASSEE RIVER,
 FC0581'WHICH IS ALSO THE MC MINN-BRADLEY COUNTY LINE, GO NORTHEAST ON
 FC0581'U.S. HIGHWAY 11 FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 FC0581'GO 0.6 MILE TO A POINT JUST BEFORE THE ROAD PASSES THROUGH A
 FC0581'40 FOOT CUT AND THE MARK ON THE RIGHT.  25.7 FEET NORTH OF
 FC0581'CENTER OF OIL ROAD, 7 FEET SOUTH OF A 4 INCH WHITE PINE TREE,
 FC0581'2.2 FEET EAST OF WITNESS SIGN.  THE DISK IS SET IN THE TOP OF
 FC0581'A CONCRETE POST THAT PROJECTS 5 INCHES AND ABOUT 2 1/2 FEET ABOVE
 FC0581'THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1256 ***********************************************************************
 FC1256  DESIGNATION -  K 245
 FC1256  PID         -  FC1256
 FC1256  STATE/COUNTY-  TN/HAMILTON
 FC1256  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1256
 FC1256                         *CURRENT SURVEY CONTROL
 FC1256  ___________________________________________________________________
 FC1256* NAD 83(1986)-  35 00 27.     (N)    085 12 07.     (W)     SCALED    
 FC1256* NAVD 88     -       206.579  (meters)     677.75   (feet)  ADJUSTED  
 FC1256  ___________________________________________________________________
 FC1256  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC1256  DYNAMIC HT  -         206.373 (meters)     677.08  (feet)  COMP
 FC1256  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 FC1256
 FC1256  VERT ORDER  -  FIRST     CLASS II
 FC1256
 FC1256.The horizontal coordinates were scaled from a topographic map and have
 FC1256.an estimated accuracy of +/- 6 seconds.
 FC1256
 FC1256.The orthometric height was determined by differential leveling
 FC1256.and adjusted by the National Geodetic Survey in June 1991..
 FC1256
 FC1256.The geoid height was determined by GEOID03.
 FC1256
 FC1256.The dynamic height is computed by dividing the NAVD 88
 FC1256.geopotential number by the normal gravity value computed on the
 FC1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1256.degrees latitude (g = 980.6199 gals.).
 FC1256
 FC1256.The modeled gravity was interpolated from observed gravity values.
 FC1256
 FC1256;                    North         East    Units  Estimated Accuracy
 FC1256;SPC TN       -    75,100.      672,850.      MT  (+/- 180 meters Scaled)
 FC1256
 FC1256                          SUPERSEDED SURVEY CONTROL
 FC1256
 FC1256  NGVD 29 (??/??/92)  206.588  (m)          677.78   (f) ADJ UNCH    1 2
 FC1256
 FC1256.Superseded values are not recommended for survey control.
 FC1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1256.See file dsdata.txt to determine how the superseded data were derived.
 FC1256
 FC1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD640753(NAD 83)
 FC1256_MARKER: DB = BENCH MARK DISK
 FC1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1256_SP_SET: BRIDGE
 FC1256_STAMPING: K 245 1961
 FC1256_MARK LOGO: CGS   
 FC1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1256
 FC1256  HISTORY     - Date     Condition        Report By
 FC1256  HISTORY     - 1961     MONUMENTED       CGS
 FC1256  HISTORY     - 1962     GOOD             NGS
 FC1256  HISTORY     - 1972     GOOD             TVA
 FC1256  HISTORY     - 1983     GOOD             NGS
 FC1256  HISTORY     - 1989     GOOD             USPSQD
 FC1256  HISTORY     - 19960605 GOOD             USPSQD
 FC1256
 FC1256                          STATION DESCRIPTION
 FC1256
 FC1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1256'3.3 MI E FROM CHATTANOOGA.
 FC1256'TO REACH THE MARK FROM THE JUNCTION OF THE INTERSTATE HIGHWAY
 FC1256'AND SPRING CREEK ROAD, GO EAST ON THE INTERSTATE HIGHWAY 1.2
 FC1256'MILES AND THE MARK IS SET IN THE SOUTHWEST HEADWALL OF A BRIDGE
 FC1256'OVER CHICKAMAUGA CREEK, 27 FEET SOUTH OF CENTERLINE OF EAST
 FC1256'BOUND LANE, 8 FEET SOUTH OF BRIDGE FLOOR, 0.5 FEET NORTH OF
 FC1256'SOUTH END OF HEADWALL, 0.4 FEET WEST OF EAST EDGE.  A STANDARD
 FC1256'DISK DRILLED IN A CONCRETE BRIDGE ABOUT 3 FEET BELOW THE LEVEL
 FC1256'OF THE ROAD.
 FC1256
 FC1256                          STATION RECOVERY (1972)
 FC1256
 FC1256'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1256'RECOVERED IN GOOD CONDITION.
 FC1256
 FC1256                          STATION RECOVERY (1983)
 FC1256
 FC1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1256'RECOVERED IN GOOD CONDITION.
 FC1256
 FC1256                          STATION RECOVERY (1989)
 FC1256
 FC1256'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1256'RECOVERED IN GOOD CONDITION.
 FC1256
 FC1256                          STATION RECOVERY (1996)
 FC1256
 FC1256'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1319 ***********************************************************************
 FC1319  DESIGNATION -  K 246
 FC1319  PID         -  FC1319
 FC1319  STATE/COUNTY-  TN/MARION
 FC1319  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1319
 FC1319                         *CURRENT SURVEY CONTROL
 FC1319  ___________________________________________________________________
 FC1319* NAD 83(1986)-  35 06 45.     (N)    085 44 49.     (W)     SCALED    
 FC1319* NAVD 88     -       194.255  (meters)     637.32   (feet)  ADJUSTED  
 FC1319  ___________________________________________________________________
 FC1319  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1319  DYNAMIC HT  -         194.066 (meters)     636.70  (feet)  COMP
 FC1319  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 FC1319
 FC1319  VERT ORDER  -  SECOND    CLASS 0
 FC1319
 FC1319.The horizontal coordinates were scaled from a topographic map and have
 FC1319.an estimated accuracy of +/- 6 seconds.
 FC1319
 FC1319.The orthometric height was determined by differential leveling
 FC1319.and adjusted by the National Geodetic Survey in June 1991..
 FC1319
 FC1319.The geoid height was determined by GEOID03.
 FC1319
 FC1319.The dynamic height is computed by dividing the NAVD 88
 FC1319.geopotential number by the normal gravity value computed on the
 FC1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1319.degrees latitude (g = 980.6199 gals.).
 FC1319
 FC1319.The modeled gravity was interpolated from observed gravity values.
 FC1319
 FC1319;                    North         East    Units  Estimated Accuracy
 FC1319;SPC TN       -    86,480.      623,070.      MT  (+/- 180 meters Scaled)
 FC1319
 FC1319                          SUPERSEDED SURVEY CONTROL
 FC1319
 FC1319  NGVD 29 (??/??/92)  194.256  (m)          637.32   (f) ADJ UNCH    2 0
 FC1319
 FC1319.Superseded values are not recommended for survey control.
 FC1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1319.See file dsdata.txt to determine how the superseded data were derived.
 FC1319
 FC1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD141862(NAD 83)
 FC1319_MARKER: DB = BENCH MARK DISK
 FC1319_SETTING: 66 = SET IN ROCK OUTCROP
 FC1319_SP_SET: SET IN ROCK OUTCROP
 FC1319_STAMPING: K 246 1962
 FC1319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1319+STABILITY: POSITION/ELEVATION WELL
 FC1319
 FC1319  HISTORY     - Date     Condition        Report By
 FC1319  HISTORY     - 1962     MONUMENTED       CGS
 FC1319
 FC1319                          STATION DESCRIPTION
 FC1319
 FC1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1319'6.8 MI NW FROM DIXIE LEE.
 FC1319'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1319'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1319'41-64 FOR 6.8 MILES TO THE MARK SET IN A ROCK LEDGE AT THE
 FC1319'WEST END OF A CUT, 0.3 MILES EAST OF THE BRIDGE OVER BATTLE
 FC1319'CREEK, 117 FEET NORTHWEST OF BIBLE SPRINGS, 75 FEET EAST OF THE
 FC1319'WEST END OF THE CUT AND THE CENTER OF A DRIVEWAY LEADING TO
 FC1319'THE HOME OF WILLIE GUDGER, 53.0 FEET NORTH AND ACROSS THE HIGHWAY
 FC1319'FROM POWER LINE POLE NUMBER 4830, 21 FEET NORTH OF THE CENTER
 FC1319'OF U.S. HIGHWAYS 41-64, 2.3 FEET NORTH OF A WITNESS POST, AND
 FC1319'1.6 FEET NORTH OF THE SOUTH EDGE OF THE LEDGE.  A STANDARD DISK
 FC1319'DRILLED IN AN OUTCROP OF BEDROCK AND ABOUT 2 FEET ABOVE THE
 FC1319'LEVEL OF THE HIGHWAY.  NOTE-- BENCH MARK K 38 IS 0.3 MILE WEST
 FC1319'OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2223 ***********************************************************************
 GA2223  DESIGNATION -  K 248
 GA2223  PID         -  GA2223
 GA2223  STATE/COUNTY-  TN/KNOX
 GA2223  USGS QUAD   -  JOHN SEVIER (1992)
 GA2223
 GA2223                         *CURRENT SURVEY CONTROL
 GA2223  ___________________________________________________________________
 GA2223* NAD 83(1986)-  36 03 46.     (N)    083 46 07.     (W)     SCALED    
 GA2223* NAVD 88     -       274.655  (meters)     901.10   (feet)  ADJUSTED  
 GA2223  ___________________________________________________________________
 GA2223  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2223  DYNAMIC HT  -         274.403 (meters)     900.27  (feet)  COMP
 GA2223  MODELED GRAV-     979,710.8   (mgal)                       NAVD 88
 GA2223
 GA2223  VERT ORDER  -  FIRST     CLASS I
 GA2223
 GA2223.The horizontal coordinates were scaled from a topographic map and have
 GA2223.an estimated accuracy of +/- 6 seconds.
 GA2223
 GA2223.The orthometric height was determined by differential leveling
 GA2223.and adjusted by the National Geodetic Survey in June 1991..
 GA2223
 GA2223.The geoid height was determined by GEOID03.
 GA2223
 GA2223.The dynamic height is computed by dividing the NAVD 88
 GA2223.geopotential number by the normal gravity value computed on the
 GA2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2223.degrees latitude (g = 980.6199 gals.).
 GA2223
 GA2223.The modeled gravity was interpolated from observed gravity values.
 GA2223
 GA2223;                    North         East    Units  Estimated Accuracy
 GA2223;SPC TN       -   194,170.      801,000.      MT  (+/- 180 meters Scaled)
 GA2223
 GA2223                          SUPERSEDED SURVEY CONTROL
 GA2223
 GA2223  NGVD 29 (??/??/92)  274.785  (m)          901.52   (f) ADJ UNCH    1 1
 GA2223
 GA2223.Superseded values are not recommended for survey control.
 GA2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2223.See file dsdata.txt to determine how the superseded data were derived.
 GA2223
 GA2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV506944(NAD 83)
 GA2223_MARKER: DB = BENCH MARK DISK
 GA2223_SETTING: 66 = SET IN ROCK OUTCROP
 GA2223_SP_SET: ROCK OUTCROP
 GA2223_STAMPING: K 248 1967
 GA2223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2223+STABILITY: POSITION/ELEVATION WELL
 GA2223
 GA2223  HISTORY     - Date     Condition        Report By
 GA2223  HISTORY     - 1967     MONUMENTED       CGS
 GA2223
 GA2223                          STATION DESCRIPTION
 GA2223
 GA2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2223'1.9 MI W FROM MASCOT.
 GA2223'ABOUT 1.9 MILES WEST ALONG A BLACK TOP ROAD FROM THE METHODIST
 GA2223'CHURCH AT MASCOT, ABOUT 0.45 MILE EAST OF THE JUNCTION OF U.S.
 GA2223'HIGHWAY 11W, ON THE EAST SLOPE OF A LONG CROOKED HILL, SET ON THE
 GA2223'TOP OF AN OUTCROPPING ROCK WHICH IS 15 FEET LONG-4 FEET HIGH
 GA2223'AND IS PART OF A 5-FOOT HIGH CUT, 25 FEET NORTH OF THE CENTER LINE
 GA2223'OF THE ROAD, 6 1/2 FEET EAST OF THE WEST END OF THE ROCK AND 3
 GA2223'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0473 ***********************************************************************
 GB0473  DESIGNATION -  K 249
 GB0473  PID         -  GB0473
 GB0473  STATE/COUNTY-  TN/KNOX
 GB0473  USGS QUAD   -  POWELL (1976)
 GB0473
 GB0473                         *CURRENT SURVEY CONTROL
 GB0473  ___________________________________________________________________
 GB0473* NAD 83(1986)-  36 04 38.     (N)    084 03 08.     (W)     SCALED    
 GB0473* NAVD 88     -       269.882  (meters)     885.44   (feet)  ADJUSTED  
 GB0473  ___________________________________________________________________
 GB0473  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GB0473  DYNAMIC HT  -         269.632 (meters)     884.62  (feet)  COMP
 GB0473  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GB0473
 GB0473  VERT ORDER  -  FIRST     CLASS I
 GB0473
 GB0473.The horizontal coordinates were scaled from a topographic map and have
 GB0473.an estimated accuracy of +/- 6 seconds.
 GB0473
 GB0473.The orthometric height was determined by differential leveling
 GB0473.and adjusted by the National Geodetic Survey in June 1991..
 GB0473
 GB0473.The geoid height was determined by GEOID03.
 GB0473
 GB0473.The dynamic height is computed by dividing the NAVD 88
 GB0473.geopotential number by the normal gravity value computed on the
 GB0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0473.degrees latitude (g = 980.6199 gals.).
 GB0473
 GB0473.The modeled gravity was interpolated from observed gravity values.
 GB0473
 GB0473;                    North         East    Units  Estimated Accuracy
 GB0473;SPC TN       -   195,230.      775,430.      MT  (+/- 180 meters Scaled)
 GB0473
 GB0473                          SUPERSEDED SURVEY CONTROL
 GB0473
 GB0473  NGVD 29 (??/??/92)  270.008  (m)          885.85   (f) ADJ UNCH    1 1
 GB0473
 GB0473.Superseded values are not recommended for survey control.
 GB0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0473.See file dsdata.txt to determine how the superseded data were derived.
 GB0473
 GB0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE654965(NAD 83)
 GB0473_MARKER: DB = BENCH MARK DISK
 GB0473_SETTING: 66 = SET IN ROCK OUTCROP
 GB0473_SP_SET: ROCK LEDGE
 GB0473_STAMPING: K 249 1967
 GB0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0473+STABILITY: POSITION/ELEVATION WELL
 GB0473
 GB0473  HISTORY     - Date     Condition        Report By
 GB0473  HISTORY     - 1967     MONUMENTED       CGS
 GB0473  HISTORY     - 1973     GOOD             LOCSUR
 GB0473
 GB0473                          STATION DESCRIPTION
 GB0473
 GB0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0473'4.9 MI NW FROM POWELL.
 GB0473'ABOUT 4.9 MILES NORTHWEST ALONG SOUTHERN RAILWAY FROM THE STATION
 GB0473'AT POWELL, ABOUT 525 FEET NORTHWEST OF MILEPOST 13, AT THE INSIDE
 GB0473'OF A LONG CURVE, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK
 GB0473'LEDGE WHICH IS ABOUT 20 FEET LONG AND 4 FEET HIGH, 24 FEET SOUTHWEST
 GB0473'OF THE SOUTHWEST RAIL, 1 1/2 FEET ABOVE THE GROUND AND ABOUT LEVEL
 GB0473'WITH THE TRACK.
 GB0473
 GB0473                          STATION RECOVERY (1973)
 GB0473
 GB0473'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 GB0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1245 ***********************************************************************
 GC1245  DESIGNATION -  K 25
 GC1245  PID         -  GC1245
 GC1245  STATE/COUNTY-  TN/MONTGOMERY
 GC1245  USGS QUAD   -  NEW PROVIDENCE (1986)
 GC1245
 GC1245                         *CURRENT SURVEY CONTROL
 GC1245  ___________________________________________________________________
 GC1245* NAD 83(1986)-  36 31 47.     (N)    087 23 47.     (W)     SCALED    
 GC1245* NAVD 88     -       118.780  (meters)     389.70   (feet)  ADJUSTED  
 GC1245  ___________________________________________________________________
 GC1245  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1245  DYNAMIC HT  -         118.680 (meters)     389.37  (feet)  COMP
 GC1245  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 GC1245
 GC1245  VERT ORDER  -  SECOND    CLASS 0
 GC1245
 GC1245.The horizontal coordinates were scaled from a topographic map and have
 GC1245.an estimated accuracy of +/- 6 seconds.
 GC1245
 GC1245.The orthometric height was determined by differential leveling
 GC1245.and adjusted by the National Geodetic Survey in June 1991..
 GC1245
 GC1245.The geoid height was determined by GEOID03.
 GC1245
 GC1245.The dynamic height is computed by dividing the NAVD 88
 GC1245.geopotential number by the normal gravity value computed on the
 GC1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1245.degrees latitude (g = 980.6199 gals.).
 GC1245
 GC1245.The modeled gravity was interpolated from observed gravity values.
 GC1245
 GC1245;                    North         East    Units  Estimated Accuracy
 GC1245;SPC TN       -   244,590.      474,950.      MT  (+/- 180 meters Scaled)
 GC1245
 GC1245                          SUPERSEDED SURVEY CONTROL
 GC1245
 GC1245  NGVD 29 (??/??/92)  118.853  (m)          389.94   (f) ADJ UNCH    2 0
 GC1245
 GC1245.Superseded values are not recommended for survey control.
 GC1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1245.See file dsdata.txt to determine how the superseded data were derived.
 GC1245
 GC1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF645427(NAD 83)
 GC1245_MARKER: DB = BENCH MARK DISK
 GC1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1245_STAMPING: K 25 1934
 GC1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1245+STABILITY: SURFACE MOTION
 GC1245
 GC1245  HISTORY     - Date     Condition        Report By
 GC1245  HISTORY     - 1934     MONUMENTED       CGS
 GC1245  HISTORY     - 1957     GOOD             DOD
 GC1245
 GC1245                          STATION DESCRIPTION
 GC1245
 GC1245'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 GC1245'3.2 MI W FROM CLARKSVILLE.
 GC1245'ABOUT 3-1/4 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE
 GC1245'RAILROAD FROM THE STATION AT CLARKSVILLE, MONTGOMERY COUNTY,
 GC1245'0.5 MILE SOUTHWEST OF MILEPOST 180, AT A FARM-ROAD CROSSING,
 GC1245'8 YARDS SOUTHWEST OF THE CENTERLINE OF THE ROAD, 9 YARDS
 GC1245'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 5 YARDS NORTHWEST OF A
 GC1245'FENCE, AND 2 YARDS SOUTHWEST OF A GATE.  A STANDARD DISK,
 GC1245'STAMPED K 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0895 ***********************************************************************
 GB0895  DESIGNATION -  K 250
 GB0895  PID         -  GB0895
 GB0895  STATE/COUNTY-  TN/MORGAN
 GB0895  USGS QUAD   -  RUGBY (1984)
 GB0895
 GB0895                         *CURRENT SURVEY CONTROL
 GB0895  ___________________________________________________________________
 GB0895* NAD 83(1986)-  36 15 16.     (N)    084 39 10.     (W)     SCALED    
 GB0895* NAVD 88     -       423.894  (meters)    1390.73   (feet)  ADJUSTED  
 GB0895  ___________________________________________________________________
 GB0895  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB0895  DYNAMIC HT  -         423.522 (meters)    1389.51  (feet)  COMP
 GB0895  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 GB0895
 GB0895  VERT ORDER  -  FIRST     CLASS I
 GB0895
 GB0895.The horizontal coordinates were scaled from a topographic map and have
 GB0895.an estimated accuracy of +/- 6 seconds.
 GB0895
 GB0895.The orthometric height was determined by differential leveling
 GB0895.and adjusted by the National Geodetic Survey in June 1991..
 GB0895
 GB0895.The geoid height was determined by GEOID03.
 GB0895
 GB0895.The dynamic height is computed by dividing the NAVD 88
 GB0895.geopotential number by the normal gravity value computed on the
 GB0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0895.degrees latitude (g = 980.6199 gals.).
 GB0895
 GB0895.The modeled gravity was interpolated from observed gravity values.
 GB0895
 GB0895;                    North         East    Units  Estimated Accuracy
 GB0895;SPC TN       -   213,980.      721,070.      MT  (+/- 180 meters Scaled)
 GB0895
 GB0895                          SUPERSEDED SURVEY CONTROL
 GB0895
 GB0895  NGVD 29 (??/??/92)  424.003  (m)         1391.08   (f) ADJ UNCH    1 1
 GB0895
 GB0895.Superseded values are not recommended for survey control.
 GB0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0895.See file dsdata.txt to determine how the superseded data were derived.
 GB0895
 GB0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF108147(NAD 83)
 GB0895_MARKER: DB = BENCH MARK DISK
 GB0895_SETTING: 66 = SET IN ROCK OUTCROP
 GB0895_SP_SET: ROCK LEDGE
 GB0895_STAMPING: K 250 1968
 GB0895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0895+STABILITY: POSITION/ELEVATION WELL
 GB0895
 GB0895  HISTORY     - Date     Condition        Report By
 GB0895  HISTORY     - 1968     MONUMENTED       CGS
 GB0895
 GB0895                          STATION DESCRIPTION
 GB0895
 GB0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0895'1.6 MI NE FROM SUNBRIGHT.
 GB0895'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0895'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0895'SOUTHERN RAILWAY, THENCE 1.3 MILES NORTHEAST ALONG THE MAIN
 GB0895'TRACK, 0.3 MILE NORTHEAST OF MILEPOST 231, NEAR THE SOUTHWEST END
 GB0895'OF A CUT FOR THE RAILROAD, 16 1/2 FEET NORTHWEST OF THE NORTHWEST
 GB0895'RAIL, SET IN THE TOP OF A LEDGE ON THE NORTHWEST ROCK WALL OF THE
 GB0895'CUT, 1.6 FEET WEST OF A 10-INCH TRIANGLE WHICH IS INSCRIBED IN
 GB0895'THE SOUTHEAST FACE OF THE NORTHWEST WALL, 168 FEET NORTHEAST OF
 GB0895'A WHISTLE SIGN POST, 131 FEET NORTHEAST AND ACROSS THE TRACK FROM
 GB0895'A MARKER POST FOR AN UNDERGROUND TELEPHONE CABLE, 110 FEET
 GB0895'NORTHEAST OF THE NORTHEAST END OF A CONCRETE HEADWALL OF A
 GB0895'CULVERT UNDER THE TRACK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 GB0895'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0453 ***********************************************************************
 FC0453  DESIGNATION -  K 256
 FC0453  PID         -  FC0453
 FC0453  STATE/COUNTY-  TN/BRADLEY
 FC0453  USGS QUAD   -  MC DONALD (1976)
 FC0453
 FC0453                         *CURRENT SURVEY CONTROL
 FC0453  ___________________________________________________________________
 FC0453* NAD 83(1986)-  35 06 51.     (N)    084 53 42.     (W)     SCALED    
 FC0453* NAVD 88     -       279.838  (meters)     918.10   (feet)  ADJUSTED  
 FC0453  ___________________________________________________________________
 FC0453  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FC0453  DYNAMIC HT  -         279.560 (meters)     917.19  (feet)  COMP
 FC0453  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 FC0453
 FC0453  VERT ORDER  -  FIRST     CLASS I
 FC0453
 FC0453.The horizontal coordinates were scaled from a topographic map and have
 FC0453.an estimated accuracy of +/- 6 seconds.
 FC0453
 FC0453.The orthometric height was determined by differential leveling
 FC0453.and adjusted by the National Geodetic Survey in June 1991..
 FC0453
 FC0453.The geoid height was determined by GEOID03.
 FC0453
 FC0453.The dynamic height is computed by dividing the NAVD 88
 FC0453.geopotential number by the normal gravity value computed on the
 FC0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0453.degrees latitude (g = 980.6199 gals.).
 FC0453
 FC0453.The modeled gravity was interpolated from observed gravity values.
 FC0453
 FC0453;                    North         East    Units  Estimated Accuracy
 FC0453;SPC TN       -    87,200.      700,730.      MT  (+/- 180 meters Scaled)
 FC0453
 FC0453                          SUPERSEDED SURVEY CONTROL
 FC0453
 FC0453  NGVD 29 (??/??/92)  279.839  (m)          918.11   (f) ADJ UNCH    1 1
 FC0453
 FC0453.Superseded values are not recommended for survey control.
 FC0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0453.See file dsdata.txt to determine how the superseded data were derived.
 FC0453
 FC0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD918877(NAD 83)
 FC0453_MARKER: DB = BENCH MARK DISK
 FC0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0453_STAMPING: K 256 1968
 FC0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0453+STABILITY: SURFACE MOTION
 FC0453
 FC0453  HISTORY     - Date     Condition        Report By
 FC0453  HISTORY     - 1968     MONUMENTED       CGS
 FC0453
 FC0453                          STATION DESCRIPTION
 FC0453
 FC0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0453'3 MI SW FROM CLEVELAND.
 FC0453'ABOUT 3.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0453'STATION AT CLEVELAND, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 3,
 FC0453'37 1/2 FEET WEST OF THE CENTER OF A BLACKTOP ROAD CROSSING,
 FC0453'24 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 25.5 FEET
 FC0453'NORTHWEST OF THE NORTHWEST RAIL, 15.7 FEET WEST OF THE SOUTHWEST
 FC0453'END OF A 30-INCH PIPE CULVERT UNDER THE ROAD, 1.4 FEET NORTHEAST
 FC0453'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 FC0453'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL
 FC0453'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0424 ***********************************************************************
 FC0424  DESIGNATION -  K 257
 FC0424  PID         -  FC0424
 FC0424  STATE/COUNTY-  TN/MCMINN
 FC0424  USGS QUAD   -  RICEVILLE (1990)
 FC0424
 FC0424                         *CURRENT SURVEY CONTROL
 FC0424  ___________________________________________________________________
 FC0424* NAD 83(1986)-  35 22 56.     (N)    084 41 41.     (W)     SCALED    
 FC0424* NAVD 88     -       253.159  (meters)     830.57   (feet)  ADJUSTED  
 FC0424  ___________________________________________________________________
 FC0424  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0424  DYNAMIC HT  -         252.912 (meters)     829.76  (feet)  COMP
 FC0424  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC0424
 FC0424  VERT ORDER  -  FIRST     CLASS I
 FC0424
 FC0424.The horizontal coordinates were scaled from a topographic map and have
 FC0424.an estimated accuracy of +/- 6 seconds.
 FC0424
 FC0424.The orthometric height was determined by differential leveling
 FC0424.and adjusted by the National Geodetic Survey in June 1991..
 FC0424
 FC0424.The geoid height was determined by GEOID03.
 FC0424
 FC0424.The dynamic height is computed by dividing the NAVD 88
 FC0424.geopotential number by the normal gravity value computed on the
 FC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0424.degrees latitude (g = 980.6199 gals.).
 FC0424
 FC0424.The modeled gravity was interpolated from observed gravity values.
 FC0424
 FC0424;                    North         East    Units  Estimated Accuracy
 FC0424;SPC TN       -   117,170.      718,590.      MT  (+/- 180 meters Scaled)
 FC0424
 FC0424                          SUPERSEDED SURVEY CONTROL
 FC0424
 FC0424  NGVD 29 (??/??/92)  253.203  (m)          830.72   (f) ADJ UNCH    1 1
 FC0424
 FC0424.Superseded values are not recommended for survey control.
 FC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0424.See file dsdata.txt to determine how the superseded data were derived.
 FC0424
 FC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE093178(NAD 83)
 FC0424_MARKER: DB = BENCH MARK DISK
 FC0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0424_SP_SET: BUILDING
 FC0424_STAMPING: K 257 1968
 FC0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0424
 FC0424  HISTORY     - Date     Condition        Report By
 FC0424  HISTORY     - 1968     MONUMENTED       CGS
 FC0424
 FC0424                          STATION DESCRIPTION
 FC0424
 FC0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0424'AT RICEVILLE.
 FC0424'AT RICEVILLE, SET VERTICALLY IN THE NORTHEAST FACE OF THE EAST
 FC0424'CORNER OF THE POST OFFICE (A ONE STORY RED BRICK BUILDING),
 FC0424'84 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 11, 2.1
 FC0424'FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING, 1.8 FEET
 FC0424'ABOVE THE LEVEL OF THE GROUND AND ABOUT 12 FEET ABOVE THE LEVEL
 FC0424'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0860 ***********************************************************************
 FC0860  DESIGNATION -  K 258
 FC0860  PID         -  FC0860
 FC0860  STATE/COUNTY-  TN/MCMINN
 FC0860  USGS QUAD   -  NIOTA (1990)
 FC0860
 FC0860                         *CURRENT SURVEY CONTROL
 FC0860  ___________________________________________________________________
 FC0860* NAD 83(1986)-  35 30 34.     (N)    084 33 15.     (W)     SCALED    
 FC0860* NAVD 88     -       295.327  (meters)     968.92   (feet)  ADJUSTED  
 FC0860  ___________________________________________________________________
 FC0860  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0860  DYNAMIC HT  -         295.038 (meters)     967.97  (feet)  COMP
 FC0860  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 FC0860
 FC0860  VERT ORDER  -  FIRST     CLASS I
 FC0860
 FC0860.The horizontal coordinates were scaled from a topographic map and have
 FC0860.an estimated accuracy of +/- 6 seconds.
 FC0860
 FC0860.The orthometric height was determined by differential leveling
 FC0860.and adjusted by the National Geodetic Survey in June 1991..
 FC0860
 FC0860.The geoid height was determined by GEOID03.
 FC0860
 FC0860.The dynamic height is computed by dividing the NAVD 88
 FC0860.geopotential number by the normal gravity value computed on the
 FC0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0860.degrees latitude (g = 980.6199 gals.).
 FC0860
 FC0860.The modeled gravity was interpolated from observed gravity values.
 FC0860
 FC0860;                    North         East    Units  Estimated Accuracy
 FC0860;SPC TN       -   131,460.      731,160.      MT  (+/- 180 meters Scaled)
 FC0860
 FC0860                          SUPERSEDED SURVEY CONTROL
 FC0860
 FC0860  NGVD 29 (??/??/92)  295.386  (m)          969.11   (f) ADJ UNCH    1 1
 FC0860
 FC0860.Superseded values are not recommended for survey control.
 FC0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0860.See file dsdata.txt to determine how the superseded data were derived.
 FC0860
 FC0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE218322(NAD 83)
 FC0860_MARKER: DD = SURVEY DISK
 FC0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0860_SP_SET: RETAINING WALL
 FC0860_STAMPING: K 258 1968
 FC0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0860
 FC0860  HISTORY     - Date     Condition        Report By
 FC0860  HISTORY     - 1968     MONUMENTED       CGS
 FC0860
 FC0860                          STATION DESCRIPTION
 FC0860
 FC0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0860'0.5 MI SW FROM NIOTA.
 FC0860'ABOUT 0.5 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0860'STATION AT NIOTA, ABOUT 0.35 MILE SOUTHWEST OF MILEPOST 180,
 FC0860'ABOUT 60 YARDS WEST OF THE CENTER OF A BLACKTOP ROAD CROSSING,
 FC0860'SET IN THE TOP OF THE NORTHEAST END OF A CONCRETE RETAINING WALL
 FC0860'ALONG THE SOUTHEAST SIDE OF THE COAL PIT AT THE DYE HOUSE OF THE
 FC0860'WHITE CLIFF CORPORATION, 39.9 FEET NORTHWEST OF THE NORTHWEST
 FC0860'RAIL OF THE MAIN TRACK, 3.1 FEET SOUTHWEST OF THE NORTHEAST END
 FC0860'OF THE WALL AND ABOUT 3 FEET BELOW THE LEVEL OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0044 ***********************************************************************
 FC0044  DESIGNATION -  K 259
 FC0044  PID         -  FC0044
 FC0044  STATE/COUNTY-  TN/LOUDON
 FC0044  USGS QUAD   -  LOUDON (1984)
 FC0044
 FC0044                         *CURRENT SURVEY CONTROL
 FC0044  ___________________________________________________________________
 FC0044* NAD 83(1986)-  35 43 36.     (N)    084 21 09.     (W)     SCALED    
 FC0044* NAVD 88     -       245.056  (meters)     803.99   (feet)  ADJUSTED  
 FC0044  ___________________________________________________________________
 FC0044  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FC0044  DYNAMIC HT  -         244.821 (meters)     803.22  (feet)  COMP
 FC0044  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 FC0044
 FC0044  VERT ORDER  -  FIRST     CLASS I
 FC0044
 FC0044.The horizontal coordinates were scaled from a topographic map and have
 FC0044.an estimated accuracy of +/- 6 seconds.
 FC0044
 FC0044.The orthometric height was determined by differential leveling
 FC0044.and adjusted by the National Geodetic Survey in June 1991..
 FC0044
 FC0044.The geoid height was determined by GEOID03.
 FC0044
 FC0044.The dynamic height is computed by dividing the NAVD 88
 FC0044.geopotential number by the normal gravity value computed on the
 FC0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0044.degrees latitude (g = 980.6199 gals.).
 FC0044
 FC0044.The modeled gravity was interpolated from observed gravity values.
 FC0044
 FC0044;                    North         East    Units  Estimated Accuracy
 FC0044;SPC TN       -   155,840.      749,040.      MT  (+/- 180 meters Scaled)
 FC0044
 FC0044                          SUPERSEDED SURVEY CONTROL
 FC0044
 FC0044  NGVD 29 (??/??/92)  245.153  (m)          804.31   (f) ADJ UNCH    1 1
 FC0044
 FC0044.Superseded values are not recommended for survey control.
 FC0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0044.See file dsdata.txt to determine how the superseded data were derived.
 FC0044
 FC0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE394568(NAD 83)
 FC0044_MARKER: DB = BENCH MARK DISK
 FC0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0044_SP_SET: WALL
 FC0044_STAMPING: K 259 1968
 FC0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0044
 FC0044  HISTORY     - Date     Condition        Report By
 FC0044  HISTORY     - 1968     MONUMENTED       CGS
 FC0044
 FC0044                          STATION DESCRIPTION
 FC0044
 FC0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0044'1.3 MI SW FROM LOUDON.
 FC0044'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE COURTHOUSE
 FC0044'AT LOUDON, AT THE RED BRICK LOUNDON HIGH SCHOOL, SET IN THE
 FC0044'TOP OF THE NORTH CORNER OF THE CONCRETE RETAINING WALL AROUND
 FC0044'THE MAIN (NORTHWEST) ENTRANCE TO THE AUDITORIUM, ABOUT 60 YARDS
 FC0044'SOUTHEAST OF THE HIGHWAY, 35.3 FEET NORTH OF THE WEST CORNER OF THE
 FC0044'AUDITORIUM WHICH IS THE TALLEST PART OF THE BUILDING, 11.4 FEET
 FC0044'NORTHWEST OF THE NORTHWEST WALL OF THE BUILDING AND ABOUT 1/2
 FC0044'FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0237 ***********************************************************************
 GD0237  DESIGNATION -  K 26
 GD0237  PID         -  GD0237
 GD0237  STATE/COUNTY-  TN/CARROLL
 GD0237  USGS QUAD   -  VALE (1985)
 GD0237
 GD0237                         *CURRENT SURVEY CONTROL
 GD0237  ___________________________________________________________________
 GD0237* NAD 83(1986)-  36 02 18.     (N)    088 16 25.     (W)     SCALED    
 GD0237* NAVD 88     -       129.271  (meters)     424.12   (feet)  ADJUSTED  
 GD0237  ___________________________________________________________________
 GD0237  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD0237  DYNAMIC HT  -         129.161 (meters)     423.76  (feet)  COMP
 GD0237  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GD0237
 GD0237  VERT ORDER  -  FIRST     CLASS II
 GD0237
 GD0237.The horizontal coordinates were scaled from a topographic map and have
 GD0237.an estimated accuracy of +/- 6 seconds.
 GD0237
 GD0237.The orthometric height was determined by differential leveling
 GD0237.and adjusted by the National Geodetic Survey in June 1991..
 GD0237
 GD0237.The geoid height was determined by GEOID03.
 GD0237
 GD0237.The dynamic height is computed by dividing the NAVD 88
 GD0237.geopotential number by the normal gravity value computed on the
 GD0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0237.degrees latitude (g = 980.6199 gals.).
 GD0237
 GD0237.The modeled gravity was interpolated from observed gravity values.
 GD0237
 GD0237;                    North         East    Units  Estimated Accuracy
 GD0237;SPC TN       -   191,550.      395,130.      MT  (+/- 180 meters Scaled)
 GD0237
 GD0237                          SUPERSEDED SURVEY CONTROL
 GD0237
 GD0237  NGVD 29 (??/??/??)  129.297  (m)          424.20   (f) ADJUSTED    1 2
 GD0237
 GD0237.Superseded values are not recommended for survey control.
 GD0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0237.See file dsdata.txt to determine how the superseded data were derived.
 GD0237
 GD0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE852889(NAD 83)
 GD0237_MARKER: DD = SURVEY DISK
 GD0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0237_SP_SET: BUILDING
 GD0237_STAMPING: K 26 1925 424.392
 GD0237_MARK LOGO: USGS  
 GD0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0237
 GD0237  HISTORY     - Date     Condition        Report By
 GD0237  HISTORY     - 1925     MONUMENTED       USGS
 GD0237  HISTORY     - 1969     GOOD             CGS
 GD0237
 GD0237                          STATION DESCRIPTION
 GD0237
 GD0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0237'AT HOLLOW ROCK.
 GD0237'THE MARK IS IN THE ENTRANCE SLAB OF THE HOLLOW ROCK BANK IN THE
 GD0237'NORTHWEST ANGLE OF THE INTERSECTION OF SEMINARY STREET AND HIGH
 GD0237'STREET, 32 FEET NORTH OF THE APPROXIMATE CENTER OF HIGH STREET
 GD0237'AND 24 FEET WEST OF THE APPROXIMATE CENTER OF SEMINARY STREET.
 GD0237'IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL
 GD0237'HOLE IN THE ENTRANCE LANDING OF THE BANK AND THE DISK IS STAMPED
 GD0237'K 26 1925 424.392.  NOTE-- DUE TO THE MARKS LOCATION, NO WITNESS
 GD0237'POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1574 ***********************************************************************
 GC1574  DESIGNATION -  K 26
 GC1574  PID         -  GC1574
 GC1574  STATE/COUNTY-  TN/HUMPHREYS
 GC1574  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1574
 GC1574                         *CURRENT SURVEY CONTROL
 GC1574  ___________________________________________________________________
 GC1574* NAD 83(1986)-  36 03 07.     (N)    087 55 58.     (W)     SCALED    
 GC1574* NAVD 88     -       113.135  (meters)     371.18   (feet)  ADJUSTED  
 GC1574  ___________________________________________________________________
 GC1574  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GC1574  DYNAMIC HT  -         113.038 (meters)     370.86  (feet)  COMP
 GC1574  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GC1574
 GC1574  VERT ORDER  -  FIRST     CLASS II
 GC1574
 GC1574.The horizontal coordinates were scaled from a topographic map and have
 GC1574.an estimated accuracy of +/- 6 seconds.
 GC1574
 GC1574.The orthometric height was determined by differential leveling
 GC1574.and adjusted by the National Geodetic Survey in June 1991..
 GC1574
 GC1574.The geoid height was determined by GEOID03.
 GC1574
 GC1574.The dynamic height is computed by dividing the NAVD 88
 GC1574.geopotential number by the normal gravity value computed on the
 GC1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1574.degrees latitude (g = 980.6199 gals.).
 GC1574
 GC1574.The modeled gravity was interpolated from observed gravity values.
 GC1574
 GC1574;                    North         East    Units  Estimated Accuracy
 GC1574;SPC TN       -   192,400.      425,870.      MT  (+/- 180 meters Scaled)
 GC1574
 GC1574                          SUPERSEDED SURVEY CONTROL
 GC1574
 GC1574  NGVD 29 (??/??/92)  113.167  (m)          371.28   (f) ADJ UNCH    1 2
 GC1574
 GC1574.Superseded values are not recommended for survey control.
 GC1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1574.See file dsdata.txt to determine how the superseded data were derived.
 GC1574
 GC1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE159901(NAD 83)
 GC1574_MARKER: DB = BENCH MARK DISK
 GC1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1574_STAMPING: 371.446 K 26 1934
 GC1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1574+STABILITY: SURFACE MOTION
 GC1574
 GC1574  HISTORY     - Date     Condition        Report By
 GC1574  HISTORY     - 1934     MONUMENTED       CGS
 GC1574  HISTORY     - 1947     GOOD             NGS
 GC1574  HISTORY     - 1972     GOOD             TVA
 GC1574  HISTORY     - 1988     GOOD             USPSQD
 GC1574
 GC1574                          STATION DESCRIPTION
 GC1574
 GC1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1574'0.6 MI W FROM DENVER.
 GC1574'0.6 MILE WEST ALONG A GRAVEL ROAD (THE ABANDONED RAILWAY GRADE)
 GC1574'FROM THE POST OFFICE AT DENVER, AT THE INTERSECTION OF A
 GC1574'NORTH-AND-SOUTH DIRT ROAD, 86 FEET NORTHWEST ACROSS THE DIRT ROAD
 GC1574'FROM THE WEST END OF OLD RAILWAY BRIDGE 75.4, 53 FEET WEST OF THE
 GC1574'CENTER LINE OF THE DIRT ROAD, 33 FEET NORTH OF THE CENTER LINE
 GC1574'OF THE GRAVEL ROAD, 55 FEET SOUTHWEST OF A 24-INCH SYCAMORE TREE,
 GC1574'2 FEET LOWER THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST
 GC1574'PROJECTING ABOUT 4 INCHES.  NOTE-- 78.0 FT SE TO POWER POLE POST AND
 GC1574'SIGN AT MONUMENT.
 GC1574
 GC1574                          STATION RECOVERY (1972)
 GC1574
 GC1574'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1574'RECOVERED IN GOOD CONDITION.
 GC1574
 GC1574                          STATION RECOVERY (1988)
 GC1574
 GC1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0117 ***********************************************************************
 FC0117  DESIGNATION -  K 260
 FC0117  PID         -  FC0117
 FC0117  STATE/COUNTY-  TN/KNOX
 FC0117  USGS QUAD   -  BEARDEN (1990)
 FC0117
 FC0117                         *CURRENT SURVEY CONTROL
 FC0117  ___________________________________________________________________
 FC0117* NAD 83(1986)-  35 55 52.     (N)    084 00 06.     (W)     SCALED    
 FC0117* NAVD 88     -       268.040  (meters)     879.39   (feet)  ADJUSTED  
 FC0117  ___________________________________________________________________
 FC0117  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0117  DYNAMIC HT  -         267.790 (meters)     878.57  (feet)  COMP
 FC0117  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 FC0117
 FC0117  VERT ORDER  -  FIRST     CLASS I
 FC0117
 FC0117.The horizontal coordinates were scaled from a topographic map and have
 FC0117.an estimated accuracy of +/- 6 seconds.
 FC0117
 FC0117.The orthometric height was determined by differential leveling
 FC0117.and adjusted by the National Geodetic Survey in June 1991..
 FC0117
 FC0117.The geoid height was determined by GEOID03.
 FC0117
 FC0117.The dynamic height is computed by dividing the NAVD 88
 FC0117.geopotential number by the normal gravity value computed on the
 FC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0117.degrees latitude (g = 980.6199 gals.).
 FC0117
 FC0117.The modeled gravity was interpolated from observed gravity values.
 FC0117
 FC0117;                    North         East    Units  Estimated Accuracy
 FC0117;SPC TN       -   179,110.      780,310.      MT  (+/- 180 meters Scaled)
 FC0117
 FC0117                          SUPERSEDED SURVEY CONTROL
 FC0117
 FC0117  NGVD 29 (??/??/92)  268.173  (m)          879.83   (f) ADJ UNCH    1 1
 FC0117
 FC0117.Superseded values are not recommended for survey control.
 FC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0117.See file dsdata.txt to determine how the superseded data were derived.
 FC0117
 FC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE705804(NAD 83)
 FC0117_MARKER: DB = BENCH MARK DISK
 FC0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0117_SP_SET: BRIDGE
 FC0117_STAMPING: K 260 1968
 FC0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0117
 FC0117  HISTORY     - Date     Condition        Report By
 FC0117  HISTORY     - 1968     MONUMENTED       CGS
 FC0117  HISTORY     - 1982     GOOD             LOCENG
 FC0117  HISTORY     - 20040720 GOOD             GEOCAC
 FC0117
 FC0117                          STATION DESCRIPTION
 FC0117
 FC0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0117'AT BEARDEN.
 FC0117'AT BEARDEN, ON THE SOUTHERN RAILWAY RIGHT-OF-WAY, ABOUT 85 FEET
 FC0117'SOUTHWEST OF MILEPOST 136, SET IN THE TOP OF THE NORTHEAST END OF
 FC0117'THE NORTHWEST CONCRETE GUARD RAIL BASE FOR RAILWAY OVERPASS OVER
 FC0117'LAKE SHORE DRIVE, 20 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT
 FC0117'WEST OF THE EAST CORNER OF THE BASE AND ABOUT 2 FEET BELOW THE
 FC0117'LEVEL OF THE TRACK.
 FC0117
 FC0117                          STATION RECOVERY (1982)
 FC0117
 FC0117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0117'CHANGE DESC: 'LAKE SHORE DRIVE' IS NOW ' NORTHSHORE DRIVE', CHANGE
 FC0117''20 FT. NORTHWEST OF THE NORTHWEST RAIL' TO 5 1/2 FT. NORTHWEST OF
 FC0117'THE NORTHWEST MOST RAIL OF 2 TRACKS AND '1 FOOT' BELOW THE LEVEL OF
 FC0117'THE TRACK, NOT '2 FEET' AS IS CURRENTLY GIVEN.
 FC0117
 FC0117                          STATION RECOVERY (2004)
 FC0117
 FC0117'RECOVERY NOTE BY GEOCACHING 2004 (KDJ)
 FC0117'RECOVERED IN GOOD CONDITION.  NORTHWEST GUARDRAIL SHOULD READ
 FC0117'NORTHERNMOST GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0321 ***********************************************************************
 FF0321  DESIGNATION -  K 261
 FF0321  PID         -  FF0321
 FF0321  STATE/COUNTY-  TN/SHELBY
 FF0321  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0321
 FF0321                         *CURRENT SURVEY CONTROL
 FF0321  ___________________________________________________________________
 FF0321* NAD 83(1986)-  35 13 33.     (N)    090 01 19.     (W)     SCALED    
 FF0321* NAVD 88     -        78.618  (meters)     257.93   (feet)  ADJUSTED  
 FF0321  ___________________________________________________________________
 FF0321  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0321  DYNAMIC HT  -          78.548 (meters)     257.70  (feet)  COMP
 FF0321  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 FF0321
 FF0321  VERT ORDER  -  FIRST     CLASS I
 FF0321
 FF0321.The horizontal coordinates were scaled from a topographic map and have
 FF0321.an estimated accuracy of +/- 6 seconds.
 FF0321
 FF0321.The orthometric height was determined by differential leveling
 FF0321.and adjusted by the National Geodetic Survey in June 1991..
 FF0321
 FF0321.The geoid height was determined by GEOID03.
 FF0321
 FF0321.The dynamic height is computed by dividing the NAVD 88
 FF0321.geopotential number by the normal gravity value computed on the
 FF0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0321.degrees latitude (g = 980.6199 gals.).
 FF0321
 FF0321.The modeled gravity was interpolated from observed gravity values.
 FF0321
 FF0321;                    North         East    Units  Estimated Accuracy
 FF0321;SPC TN       -   106,550.      233,960.      MT  (+/- 180 meters Scaled)
 FF0321
 FF0321                          SUPERSEDED SURVEY CONTROL
 FF0321
 FF0321  NGVD 29 (??/??/??)   78.573  (m)          257.78   (f) ADJUSTED    1 1
 FF0321
 FF0321.Superseded values are not recommended for survey control.
 FF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0321.See file dsdata.txt to determine how the superseded data were derived.
 FF0321
 FF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV710021(NAD 83)
 FF0321_MARKER: DB = BENCH MARK DISK
 FF0321_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0321+WITH SETTING: INTO GROUND
 FF0321_STAMPING: K 261 1974
 FF0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0321+STABILITY: SURFACE MOTION
 FF0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0321+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 FF0321
 FF0321  HISTORY     - Date     Condition        Report By
 FF0321  HISTORY     - 1974     MONUMENTED       NGS
 FF0321  HISTORY     - 19941209 GOOD             TN1620
 FF0321  HISTORY     - 20021022 GOOD             USACE
 FF0321
 FF0321                          STATION DESCRIPTION
 FF0321
 FF0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0321'AT FRAYSER.
 FF0321'AT FRAYSER, 126.5 FEET WEST OF THE WEST CORNER OF STONE HOUSE
 FF0321'(RECTORY) FOR OUR LADY OF SORROWS CHURCH AND SCHOOL, 71.3 FEET
 FF0321'SOUTHWEST OF THE SOUTHWEST CURB LINE OF ARCHED DRIVEWAY TO CHURCH,
 FF0321'29.8 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF U.S. HIGHWAY
 FF0321'51, 28 FEET EAST OF A POWER POLE BEARING A STREET LIGHT, 27.5 FEET
 FF0321'WEST-SOUTHWEST OF A 12-INCH PECAN TREE, 1 FOOT WEST OF A HEDGEROW,
 FF0321'3 FEET ABOVE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED
 FF0321'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 FF0321'2-INCHES BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 FF0321'FLUSH WITH THE GROUND.
 FF0321
 FF0321                          STATION RECOVERY (1994)
 FF0321
 FF0321'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FF0321'RECOVERED IN GOOD CONDITION.
 FF0321
 FF0321                          STATION RECOVERY (2002)
 FF0321
 FF0321'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1347 ***********************************************************************
 FE1347  DESIGNATION -  K 262
 FE1347  PID         -  FE1347
 FE1347  STATE/COUNTY-  TN/TIPTON
 FE1347  USGS QUAD   -  MUNFORD (1983)
 FE1347
 FE1347                         *CURRENT SURVEY CONTROL
 FE1347  ___________________________________________________________________
 FE1347* NAD 83(1995)-  35 27 38.26090(N)    089 46 03.61578(W)     ADJUSTED  
 FE1347* NAVD 88     -       108.436  (meters)     355.76   (feet)  ADJUSTED  
 FE1347  ___________________________________________________________________
 FE1347  X           -      21,089.556 (meters)                     COMP
 FE1347  Y           -  -5,200,970.047 (meters)                     COMP
 FE1347  Z           -   3,679,657.917 (meters)                     COMP
 FE1347  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FE1347  ELLIP HEIGHT-          81.20  (meters)          (05/31/05) GPS OBS
 FE1347  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1347  DYNAMIC HT  -         108.341 (meters)     355.45  (feet)  COMP
 FE1347  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 FE1347
 FE1347  HORZ ORDER  -  FIRST
 FE1347  VERT ORDER  -  FIRST     CLASS I
 FE1347  ELLP ORDER  -  FOURTH    CLASS II
 FE1347
 FE1347.The horizontal coordinates were established by GPS observations
 FE1347.and adjusted by the National Geodetic Survey in May 2005..
 FE1347
 FE1347.The orthometric height was determined by differential leveling
 FE1347.and adjusted by the National Geodetic Survey in June 1991..
 FE1347
 FE1347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1347
 FE1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1347
 FE1347.The ellipsoidal height was determined by GPS observations
 FE1347.and is referenced to NAD 83.
 FE1347
 FE1347.The geoid height was determined by GEOID03.
 FE1347
 FE1347.The dynamic height is computed by dividing the NAVD 88
 FE1347.geopotential number by the normal gravity value computed on the
 FE1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1347.degrees latitude (g = 980.6199 gals.).
 FE1347
 FE1347.The modeled gravity was interpolated from observed gravity values.
 FE1347
 FE1347;                    North         East     Units Scale Factor Converg.
 FE1347;SPC TN       -   131,654.889   258,089.667   MT  0.99996951   -2 12 20.7
 FE1347;SPC TN       -   431,937.75    846,749.18   sFT  0.99996951   -2 12 20.7
 FE1347;UTM  16      - 3,927,647.791   248,836.714   MT  1.00037746   -1 36 23.3
 FE1347
 FE1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1347!SPC TN       -   0.99998726  x   0.99996951  =   0.99995677
 FE1347!UTM  16      -   0.99998726  x   1.00037746  =   1.00036471
 FE1347
 FE1347                          SUPERSEDED SURVEY CONTROL
 FE1347
 FE1347  NAVD 88 (05/31/05)  108.44   (m)          355.8    (f) LEVELING    3  
 FE1347  NGVD 29 (??/??/??)  108.410  (m)          355.68   (f) ADJUSTED    1 1
 FE1347
 FE1347.Superseded values are not recommended for survey control.
 FE1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1347.See file dsdata.txt to determine how the superseded data were derived.
 FE1347
 FE1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4883727648(NAD 83)
 FE1347_MARKER: DB = BENCH MARK DISK
 FE1347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1347_SP_SET: CULVERT
 FE1347_STAMPING: K 262 1974
 FE1347_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1347+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 FE1347
 FE1347  HISTORY     - Date     Condition        Report By
 FE1347  HISTORY     - 1974     MONUMENTED       NGS
 FE1347  HISTORY     - 20021003 GOOD             USACE
 FE1347  HISTORY     - 20030707 GOOD             EMCINC
 FE1347
 FE1347                          STATION DESCRIPTION
 FE1347
 FE1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1347'2.7 MI SW FROM BRIGHTON.
 FE1347'ABOUT 1.1 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 51 FROM THE
 FE1347'INTERSECTION WITH KENTWOOD AT BRIGHTON, ALSO, 1.6 MILES NORTHEAST
 FE1347'ALONG U.S. HIGHWAY 51 FROM THE INTERSECTION OF ATOKA AND MUNFORD
 FE1347'ROAD AT CROSSTOWN, THENCE 1.6 MILES SOUTHWEST ALONG THE NEW
 FE1347'4-LANES OF U.S. HIGHWAY 51, 0.35 MILE NORTHEAST OF JUNCTION
 FE1347'WITH AN ASPHALT ROAD LEADING SOUTH, AT AN ASPHALT CROSSOVER
 FE1347'BETWEEN THE 4 LANES OF HIGHWAY, 29 FEET NORTHEAST OF THE
 FE1347'CENTER LINE OF THE CROSS OVER, 74.5 FEET SOUTHEAST OF THE
 FE1347'CENTER LINE OF THE NORTHWEST LANE OF HIGHWAY, 70.5 FEET NORTHWEST
 FE1347'OF THE CENTER LINE OF THE SOUTHEAST LANE OF HIGHWAY, SET IN TOP
 FE1347'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF AN
 FE1347'18 FT BY 6 FT DOUBLE CHANNEL CULVERT AND 1 1/2 FOOT BELOW
 FE1347'CROSSOVER.
 FE1347
 FE1347                          STATION RECOVERY (2002)
 FE1347
 FE1347'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1347'RECOVERED IN GOOD CONDITION.
 FE1347
 FE1347                          STATION RECOVERY (2003)
 FE1347
 FE1347'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1347'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1779 ***********************************************************************
 FE1779  DESIGNATION -  K 263
 FE1779  PID         -  FE1779
 FE1779  STATE/COUNTY-  TN/LAUDERDALE
 FE1779  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1779
 FE1779                         *CURRENT SURVEY CONTROL
 FE1779  ___________________________________________________________________
 FE1779* NAD 83(1986)-  35 46 24.     (N)    089 36 51.     (W)     SCALED    
 FE1779* NAVD 88     -        99.980  (meters)     328.02   (feet)  ADJUSTED  
 FE1779  ___________________________________________________________________
 FE1779  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1779  DYNAMIC HT  -          99.895 (meters)     327.74  (feet)  COMP
 FE1779  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 FE1779
 FE1779  VERT ORDER  -  FIRST     CLASS I
 FE1779
 FE1779.The horizontal coordinates were scaled from a topographic map and have
 FE1779.an estimated accuracy of +/- 6 seconds.
 FE1779
 FE1779.The orthometric height was determined by differential leveling
 FE1779.and adjusted by the National Geodetic Survey in June 1991..
 FE1779
 FE1779.The geoid height was determined by GEOID03.
 FE1779
 FE1779.The dynamic height is computed by dividing the NAVD 88
 FE1779.geopotential number by the normal gravity value computed on the
 FE1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1779.degrees latitude (g = 980.6199 gals.).
 FE1779
 FE1779.The modeled gravity was interpolated from observed gravity values.
 FE1779
 FE1779;                    North         East    Units  Estimated Accuracy
 FE1779;SPC TN       -   165,800.      273,290.      MT  (+/- 180 meters Scaled)
 FE1779
 FE1779                          SUPERSEDED SURVEY CONTROL
 FE1779
 FE1779  NGVD 29 (??/??/??)   99.939  (m)          327.88   (f) ADJUSTED    1 1
 FE1779
 FE1779.Superseded values are not recommended for survey control.
 FE1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1779.See file dsdata.txt to determine how the superseded data were derived.
 FE1779
 FE1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE636619(NAD 83)
 FE1779_MARKER: DB = BENCH MARK DISK
 FE1779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1779_SP_SET: CULVERT
 FE1779_STAMPING: K 263 1974
 FE1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1779+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 FE1779
 FE1779  HISTORY     - Date     Condition        Report By
 FE1779  HISTORY     - 1974     MONUMENTED       NGS
 FE1779  HISTORY     - 20020809 GOOD             USACE
 FE1779  HISTORY     - 20031014 GOOD             INDIV
 FE1779
 FE1779                          STATION DESCRIPTION
 FE1779
 FE1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1779'1.4 MI W FROM ARP.
 FE1779'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 19 FROM THE BRICK
 FE1779'ELEMENTARY SCHOOL AT ARP, 181 YARDS OF 0.1 MILE EAST OF THE
 FE1779'CENTER OF JUNCTION WITH A PAVED ROAD LEADING NORTH TO THE
 FE1779'WALNUT GROVE BAPTIST CHURCH AND CEMETARY, 53 FEET NORTHEAST OF
 FE1779'A LONE 36-INCH COTTONWOOD TREE, 19.5 FEET SOUTH OF THE CENTER
 FE1779'LINE OF STATE HIGHWAY 19, SET IN TOP OF THE WEST END OF THE
 FE1779'SOUTH CONCRETE HEADWALL OF A 12 FT BY 4 FT BOX CULVERT UNDER THE
 FE1779'HIGHWAY, 1/2 FOOT BELOW THE HIGHWAY.
 FE1779
 FE1779                          STATION RECOVERY (2002)
 FE1779
 FE1779'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1779'RECOVERED IN GOOD CONDITION.
 FE1779
 FE1779                          STATION RECOVERY (2003)
 FE1779
 FE1779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LEL)
 FE1779'THE PAVED ROAD NORTH MENTIONED IN THE 1974 DESCRIPTION IS WALNUT GROVE
 FE1779'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0960 ***********************************************************************
 FE0960  DESIGNATION -  K 264
 FE0960  PID         -  FE0960
 FE0960  STATE/COUNTY-  TN/LAUDERDALE
 FE0960  USGS QUAD   -  FOWLKES (1983)
 FE0960
 FE0960                         *CURRENT SURVEY CONTROL
 FE0960  ___________________________________________________________________
 FE0960* NAD 83(1986)-  35 54 17.     (N)    089 27 23.     (W)     SCALED    
 FE0960* NAVD 88     -        94.930  (meters)     311.45   (feet)  ADJUSTED  
 FE0960  ___________________________________________________________________
 FE0960  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE0960  DYNAMIC HT  -          94.849 (meters)     311.18  (feet)  COMP
 FE0960  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 FE0960
 FE0960  VERT ORDER  -  FIRST     CLASS I
 FE0960
 FE0960.The horizontal coordinates were scaled from a topographic map and have
 FE0960.an estimated accuracy of +/- 6 seconds.
 FE0960
 FE0960.The orthometric height was determined by differential leveling
 FE0960.and adjusted by the National Geodetic Survey in June 1991..
 FE0960
 FE0960.The geoid height was determined by GEOID03.
 FE0960
 FE0960.The dynamic height is computed by dividing the NAVD 88
 FE0960.geopotential number by the normal gravity value computed on the
 FE0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0960.degrees latitude (g = 980.6199 gals.).
 FE0960
 FE0960.The modeled gravity was interpolated from observed gravity values.
 FE0960
 FE0960;                    North         East    Units  Estimated Accuracy
 FE0960;SPC TN       -   179,850.      288,070.      MT  (+/- 180 meters Scaled)
 FE0960
 FE0960                          SUPERSEDED SURVEY CONTROL
 FE0960
 FE0960  NGVD 29 (??/??/??)   94.872  (m)          311.26   (f) ADJUSTED    1 1
 FE0960
 FE0960.Superseded values are not recommended for survey control.
 FE0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0960.See file dsdata.txt to determine how the superseded data were derived.
 FE0960
 FE0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE783761(NAD 83)
 FE0960_MARKER: DB = BENCH MARK DISK
 FE0960_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0960_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0960_STAMPING: K 264 1974
 FE0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0960
 FE0960  HISTORY     - Date     Condition        Report By
 FE0960  HISTORY     - 1974     MONUMENTED       NGS
 FE0960  HISTORY     - 20020804 POOR             USACE
 FE0960
 FE0960                          STATION DESCRIPTION
 FE0960
 FE0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0960'4.2 MI W FROM HALLS.
 FE0960'ABOUT 4.15 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0960'BAPTIST CHURCH AT HALLS, ALSO, ABOUT 0.2 MILE WEST OF THE SMALL
 FE0960'COMMUNITY OF DOUBLE BRIDGES, 30.4 FEET NORTH OF THE CENTER
 FE0960'LINE OF FARM ROAD LEADING SOUTH, 3.7 FEET EAST OF A LARGE POWER
 FE0960'POLE WITH TRANSFORMER AND WITNESS SIGN, 2 FEET ABOVE THE HIGHWAY
 FE0960'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 FE0960'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.05 FOOT BELOW
 FE0960'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH
 FE0960'THE GROUND.
 FE0960
 FE0960                          STATION RECOVERY (2002)
 FE0960
 FE0960'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0960'MARK IS LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1146 ***********************************************************************
 GD1146  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1146  DESIGNATION -  K 265
 GD1146  PID         -  GD1146
 GD1146  STATE/COUNTY-  TN/LAKE
 GD1146  USGS QUAD   -  RIDGELY (1981)
 GD1146
 GD1146                         *CURRENT SURVEY CONTROL
 GD1146  ___________________________________________________________________
 GD1146* NAD 83(1995)-  36 16 28.94708(N)    089 28 39.94693(W)     ADJUSTED  
 GD1146* NAVD 88     -        88.44   (meters)     290.2    (feet)  GPS OBS   
 GD1146  ___________________________________________________________________
 GD1146  X           -      46,922.756 (meters)                     COMP
 GD1146  Y           -  -5,147,857.440 (meters)                     COMP
 GD1146  Z           -   3,752,844.592 (meters)                     COMP
 GD1146  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GD1146  ELLIP HEIGHT-          60.05  (meters)          (05/31/05) GPS OBS
 GD1146  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1146  DYNAMIC HT  -          88.37  (meters)     289.9   (feet)  COMP
 GD1146  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 GD1146
 GD1146  HORZ ORDER  -  FIRST
 GD1146  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1146  ELLP ORDER  -  FOURTH    CLASS II
 GD1146
 GD1146.The horizontal coordinates were established by GPS observations
 GD1146.and adjusted by the National Geodetic Survey in May 2005..
 GD1146
 GD1146.The orthometric height was determined by GPS observations and a
 GD1146.high-resolution geoid model using precise GPS observation and
 GD1146.processing techniques. It supersedes the leveled height previously
 GD1146.determined for this station.
 GD1146.The vertical order pertains to the first NAVD 88 superseded value.
 GD1146
 GD1146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1146
 GD1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1146
 GD1146.The ellipsoidal height was determined by GPS observations
 GD1146.and is referenced to NAD 83.
 GD1146
 GD1146.The geoid height was determined by GEOID03.
 GD1146
 GD1146.The dynamic height is computed by dividing the NAVD 88
 GD1146.geopotential number by the normal gravity value computed on the
 GD1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1146.degrees latitude (g = 980.6199 gals.).
 GD1146
 GD1146.The modeled gravity was interpolated from observed gravity values.
 GD1146
 GD1146;                    North         East     Units Scale Factor Converg.
 GD1146;SPC TN       -   220,947.564   287,595.832   MT  0.99997790   -2 02 09.7
 GD1146;SPC TN       -   724,892.13    943,553.99   sFT  0.99997790   -2 02 09.7
 GD1146;UTM  16      - 4,017,266.490   277,441.182   MT  1.00021033   -1 27 59.7
 GD1146
 GD1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1146!SPC TN       -   0.99999058  x   0.99997790  =   0.99996848
 GD1146!UTM  16      -   0.99999058  x   1.00021033  =   1.00020090
 GD1146
 GD1146                          SUPERSEDED SURVEY CONTROL
 GD1146
 GD1146  NAVD 88 (06/15/91)   88.360  (m)          289.89   (f) ADJUSTED    1 1
 GD1146  NGVD 29 (??/??/??)   88.284  (m)          289.65   (f) ADJUSTED    1 1
 GD1146
 GD1146.Superseded values are not recommended for survey control.
 GD1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1146.See file dsdata.txt to determine how the superseded data were derived.
 GD1146
 GD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7744117266(NAD 83)
 GD1146_MARKER: DB = BENCH MARK DISK
 GD1146_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1146+WITH SETTING: INTO GROUND
 GD1146_STAMPING: K 265 1974
 GD1146_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1146+STABILITY: SURFACE MOTION
 GD1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1146+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1146
 GD1146  HISTORY     - Date     Condition        Report By
 GD1146  HISTORY     - 1974     MONUMENTED       NGS
 GD1146  HISTORY     - 20020802 GOOD             USACE
 GD1146  HISTORY     - 20030709 GOOD             EMCINC
 GD1146
 GD1146                          STATION DESCRIPTION
 GD1146
 GD1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1146'0.80 MI N FROM RIDGELY.
 GD1146'ABOUT 0.80 MILE NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1146'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, NEAR A FARM ROAD
 GD1146'LEADING EAST AND PARALLELING A ROW OF ELM TREES, 31.3 FEET WEST OF THE
 GD1146'CENTER LINE OF THE HIGHWAY, 42.3 FEET SOUTH OF THE EXTENDED CENTER
 GD1146'LINE OF THE FARM ROAD, 2.3 FEET NORTHWEST OF A POWER POLE, 1 FOOT
 GD1146'BELOW LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED
 GD1146'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2
 GD1146'FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 GD1146'FLUSH WITH THE GROUND.
 GD1146
 GD1146                          STATION RECOVERY (2002)
 GD1146
 GD1146'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1146'MONUMENT IS 2.3 FT SW OF POWER POLE.
 GD1146
 GD1146                          STATION RECOVERY (2003)
 GD1146
 GD1146'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1146'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1086 ***********************************************************************
 FD1086  DESIGNATION -  K 27
 FD1086  PID         -  FD1086
 FD1086  STATE/COUNTY-  TN/PERRY
 FD1086  USGS QUAD   -  LOBELVILLE (1968)
 FD1086
 FD1086                         *CURRENT SURVEY CONTROL
 FD1086  ___________________________________________________________________
 FD1086* NAD 83(1986)-  35 51 35.     (N)    087 48 22.     (W)     SCALED    
 FD1086* NAVD 88     -       157.065  (meters)     515.30   (feet)  ADJUSTED  
 FD1086  ___________________________________________________________________
 FD1086  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FD1086  DYNAMIC HT  -         156.930 (meters)     514.86  (feet)  COMP
 FD1086  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 FD1086
 FD1086  VERT ORDER  -  SECOND    CLASS 0
 FD1086
 FD1086.The horizontal coordinates were scaled from a topographic map and have
 FD1086.an estimated accuracy of +/- 6 seconds.
 FD1086
 FD1086.The orthometric height was determined by differential leveling
 FD1086.and adjusted by the National Geodetic Survey in June 1991..
 FD1086
 FD1086.The geoid height was determined by GEOID03.
 FD1086
 FD1086.The dynamic height is computed by dividing the NAVD 88
 FD1086.geopotential number by the normal gravity value computed on the
 FD1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1086.degrees latitude (g = 980.6199 gals.).
 FD1086
 FD1086.The modeled gravity was interpolated from observed gravity values.
 FD1086
 FD1086;                    North         East    Units  Estimated Accuracy
 FD1086;SPC TN       -   170,860.      436,880.      MT  (+/- 180 meters Scaled)
 FD1086
 FD1086                          SUPERSEDED SURVEY CONTROL
 FD1086
 FD1086  NGVD 29 (??/??/92)  157.098  (m)          515.41   (f) ADJ UNCH    2 0
 FD1086
 FD1086.Superseded values are not recommended for survey control.
 FD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1086.See file dsdata.txt to determine how the superseded data were derived.
 FD1086
 FD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE272686(NAD 83)
 FD1086_MARKER: DB = BENCH MARK DISK
 FD1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1086_STAMPING: K 27 1934
 FD1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1086+STABILITY: SURFACE MOTION
 FD1086
 FD1086  HISTORY     - Date     Condition        Report By
 FD1086  HISTORY     - 1934     MONUMENTED       CGS
 FD1086  HISTORY     - 1973     GOOD             TVA
 FD1086
 FD1086                          STATION DESCRIPTION
 FD1086
 FD1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD1086'2 MI S FROM BUFFALO.
 FD1086'IN PERRY COUNTY, 2.0 MILES SOUTH ALONG STATE HIGHWAY 13 FROM
 FD1086'THE POST OFFICE AT BUFFALO, HUMPHREYS COUNTY, ABOUT 1000 FEET
 FD1086'EAST OF A WHITE HOUSE, 60 FEET SOUTH OF A CURVE SIGN, 25 FEET
 FD1086'WEST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET SOUTHWEST OF AN
 FD1086'8-INCH CEDAR TREE, AND 10 FEET NORTH OF A 12-INCH OAK TREE.
 FD1086'A STANDARD DISK, STAMPED K 27 1934 AND SET IN THE TOP OF A
 FD1086'CONCRETE POST.  NOTE-- STATION IS ABOUT 0.2 MILE EAST OF NEW
 FD1086'STATE HIGHWAY 13. 20.5 FEET S.W. OF 14 INCH CEDAR TREE.  17.3
 FD1086'FEET NORTH OF 6 INCH CEDAR TREE.  1.0 FEET EAST OF FENCELINE.
 FD1086
 FD1086                          STATION RECOVERY (1973)
 FD1086
 FD1086'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1233 ***********************************************************************
 FD1233  DESIGNATION -  K 29
 FD1233  PID         -  FD1233
 FD1233  STATE/COUNTY-  TN/LEWIS
 FD1233  USGS QUAD   -  HOHENWALD (1991)
 FD1233
 FD1233                         *CURRENT SURVEY CONTROL
 FD1233  ___________________________________________________________________
 FD1233* NAD 83(1986)-  35 36 57.     (N)    087 32 12.     (W)     SCALED    
 FD1233* NAVD 88     -       284.879  (meters)     934.64   (feet)  ADJUSTED  
 FD1233  ___________________________________________________________________
 FD1233  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1233  DYNAMIC HT  -         284.621 (meters)     933.79  (feet)  COMP
 FD1233  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FD1233
 FD1233  VERT ORDER  -  SECOND    CLASS 0
 FD1233
 FD1233.The horizontal coordinates were scaled from a topographic map and have
 FD1233.an estimated accuracy of +/- 6 seconds.
 FD1233
 FD1233.The orthometric height was determined by differential leveling
 FD1233.and adjusted by the National Geodetic Survey in June 1991..
 FD1233
 FD1233.The geoid height was determined by GEOID03.
 FD1233
 FD1233.The dynamic height is computed by dividing the NAVD 88
 FD1233.geopotential number by the normal gravity value computed on the
 FD1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1233.degrees latitude (g = 980.6199 gals.).
 FD1233
 FD1233.The modeled gravity was interpolated from observed gravity values.
 FD1233
 FD1233;                    North         East    Units  Estimated Accuracy
 FD1233;SPC TN       -   143,390.      460,790.      MT  (+/- 180 meters Scaled)
 FD1233
 FD1233                          SUPERSEDED SURVEY CONTROL
 FD1233
 FD1233  NGVD 29 (??/??/92)  284.859  (m)          934.57   (f) ADJ UNCH    2 0
 FD1233
 FD1233.Superseded values are not recommended for survey control.
 FD1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1233.See file dsdata.txt to determine how the superseded data were derived.
 FD1233
 FD1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE513414(NAD 83)
 FD1233_MARKER: DB = BENCH MARK DISK
 FD1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1233_STAMPING: K 29 1934
 FD1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1233+STABILITY: SURFACE MOTION
 FD1233
 FD1233  HISTORY     - Date     Condition        Report By
 FD1233  HISTORY     - 1934     MONUMENTED       CGS
 FD1233  HISTORY     - 1953     MARK NOT FOUND   NGS
 FD1233
 FD1233                          STATION DESCRIPTION
 FD1233
 FD1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1233'0.3 MI S FROM KIMMINS.
 FD1233'0.3 MILE SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD1233'RAILWAY FROM KIMMINS, LEWIS COUNTY, 26 MILES NORTH OF MILEPOST 46,
 FD1233'40 FEET WEST OF THE CENTERLINE OF THE TRACK, AT A FENCE, AND 30
 FD1233'FEET NORTH OF THE GATE TO A HOUSE.  A STANDARD DISK, STAMPED
 FD1233'K 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2401 ***********************************************************************
 FB2401  DESIGNATION -  K 292
 FB2401  PID         -  FB2401
 FB2401  STATE/COUNTY-  TN/BLOUNT
 FB2401  USGS QUAD   -  MARYVILLE (1979)
 FB2401
 FB2401                         *CURRENT SURVEY CONTROL
 FB2401  ___________________________________________________________________
 FB2401* NAD 83(1986)-  35 51 43.     (N)    083 56 45.     (W)     SCALED    
 FB2401* NAVD 88     -       265.850  (meters)     872.21   (feet)  ADJUSTED  
 FB2401  ___________________________________________________________________
 FB2401  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FB2401  DYNAMIC HT  -         265.603 (meters)     871.40  (feet)  COMP
 FB2401  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 FB2401
 FB2401  VERT ORDER  -  FIRST     CLASS II
 FB2401
 FB2401.The horizontal coordinates were scaled from a topographic map and have
 FB2401.an estimated accuracy of +/- 6 seconds.
 FB2401
 FB2401.The orthometric height was determined by differential leveling
 FB2401.and adjusted by the National Geodetic Survey in June 1991..
 FB2401
 FB2401.The geoid height was determined by GEOID03.
 FB2401
 FB2401.The dynamic height is computed by dividing the NAVD 88
 FB2401.geopotential number by the normal gravity value computed on the
 FB2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2401.degrees latitude (g = 980.6199 gals.).
 FB2401
 FB2401.The modeled gravity was interpolated from observed gravity values.
 FB2401
 FB2401;                    North         East    Units  Estimated Accuracy
 FB2401;SPC TN       -   171,550.      785,510.      MT  (+/- 180 meters Scaled)
 FB2401
 FB2401                          SUPERSEDED SURVEY CONTROL
 FB2401
 FB2401  NGVD 29 (12/12/91)  265.982  (m)          872.64   (f) ADJUSTED    1 2
 FB2401
 FB2401.Superseded values are not recommended for survey control.
 FB2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2401.See file dsdata.txt to determine how the superseded data were derived.
 FB2401
 FB2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV340726(NAD 83)
 FB2401_MARKER: DB = BENCH MARK DISK
 FB2401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FB2401_SP_SET: BRIDGE ABUTMENT
 FB2401_STAMPING: K 292 1983
 FB2401_MARK LOGO: NGS   
 FB2401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2401
 FB2401  HISTORY     - Date     Condition        Report By
 FB2401  HISTORY     - 1983     MONUMENTED       NGS
 FB2401
 FB2401                          STATION DESCRIPTION
 FB2401
 FB2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2401'11.6 KM (7.2 MI) SW FROM SOUTH KNOXVILLE.
 FB2401'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2401'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2401'KNOXVILLE, THENCE 10.0 KM (6.2 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2401'(MARYVILLE PIKE) TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END OF
 FB2401'THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER THE SOUTHERN
 FB2401'RAILROAD, 7.98 METERS (26.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FB2401'4.11 METERS (13.5 FT) NORTH OF THE SOUTH END OF THE BRIDGE.
 FB2401'THE MARK IS 1.58 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1624 ***********************************************************************
 FC1624  DESIGNATION -  K 293
 FC1624  PID         -  FC1624
 FC1624  STATE/COUNTY-  TN/MARION
 FC1624  USGS QUAD   -  SEQUATCHIE (1982)
 FC1624
 FC1624                         *CURRENT SURVEY CONTROL
 FC1624  ___________________________________________________________________
 FC1624* NAD 83(1986)-  35 00 38.     (N)    085 34 11.     (W)     SCALED    
 FC1624* NAVD 88     -       195.857  (meters)     642.57   (feet)  ADJUSTED  
 FC1624  ___________________________________________________________________
 FC1624  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1624  DYNAMIC HT  -         195.666 (meters)     641.95  (feet)  COMP
 FC1624  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 FC1624
 FC1624  VERT ORDER  -  FIRST     CLASS II
 FC1624
 FC1624.The horizontal coordinates were scaled from a topographic map and have
 FC1624.an estimated accuracy of +/- 6 seconds.
 FC1624
 FC1624.The orthometric height was determined by differential leveling
 FC1624.and adjusted by the National Geodetic Survey in June 1991..
 FC1624
 FC1624.The geoid height was determined by GEOID03.
 FC1624
 FC1624.The dynamic height is computed by dividing the NAVD 88
 FC1624.geopotential number by the normal gravity value computed on the
 FC1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1624.degrees latitude (g = 980.6199 gals.).
 FC1624
 FC1624.The modeled gravity was interpolated from observed gravity values.
 FC1624
 FC1624;                    North         East    Units  Estimated Accuracy
 FC1624;SPC TN       -    75,230.      639,280.      MT  (+/- 180 meters Scaled)
 FC1624
 FC1624                          SUPERSEDED SURVEY CONTROL
 FC1624
 FC1624.No superseded survey control is available for this station.
 FC1624
 FC1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD305751(NAD 83)
 FC1624_MARKER: DB = BENCH MARK DISK
 FC1624_SETTING: 66 = SET IN ROCK OUTCROP
 FC1624_SP_SET: ROCK OUTCROP
 FC1624_STAMPING: K 293 1983
 FC1624_MARK LOGO: NGS   
 FC1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1624
 FC1624  HISTORY     - Date     Condition        Report By
 FC1624  HISTORY     - 1983     MONUMENTED       NGS
 FC1624
 FC1624                          STATION DESCRIPTION
 FC1624
 FC1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1624'6.1 KM (3.8 MI) SW FROM HALETOWN.
 FC1624'0.4 KM (0.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 41, 64, AND 72 FROM
 FC1624'THE POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM
 FC1624'(0.45 MI) SOUTHERLY ALONG STATE HIGHWAY 156 AND 134, THENCE 4.1 KM
 FC1624'(2.55 MI) WESTERLY ALONG STATE HIGHWAY 156, THENCE 0.6 KM (0.4 MI)
 FC1624'NORTHERLY ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 KM (0.15 MI) EAST
 FC1624'ALONG THE RAILROAD TRACKS, SET IN A MASSIVE ROCK OUTCROP, ABOUT
 FC1624'122.0 METERS (400.0 FT) NORTHEAST OF A RAILROAD CONTROL BOX,
 FC1624'12.20 METERS (40.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 FC1624'LOUISVILLE AND NASHVILLE RAILROAD, AND 22.55 METERS (74.0 FT)
 FC1624'EAST-NORTHEAST OF A TELEPHONE POLE WITH THREE ANCHOR CABLES AND LINES
 FC1624'CROSSING OVER THE TRACKS.
 FC1624'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1649 ***********************************************************************
 FC1649  DESIGNATION -  K 294
 FC1649  PID         -  FC1649
 FC1649  STATE/COUNTY-  TN/BRADLEY
 FC1649  USGS QUAD   -  MC DONALD (1976)
 FC1649
 FC1649                         *CURRENT SURVEY CONTROL
 FC1649  ___________________________________________________________________
 FC1649* NAD 83(1986)-  35 06 58.     (N)    084 57 39.     (W)     SCALED    
 FC1649* NAVD 88     -       259.497  (meters)     851.37   (feet)  ADJUSTED  
 FC1649  ___________________________________________________________________
 FC1649  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC1649  DYNAMIC HT  -         259.238 (meters)     850.52  (feet)  COMP
 FC1649  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 FC1649
 FC1649  VERT ORDER  -  FIRST     CLASS II
 FC1649
 FC1649.The horizontal coordinates were scaled from a topographic map and have
 FC1649.an estimated accuracy of +/- 6 seconds.
 FC1649
 FC1649.The orthometric height was determined by differential leveling
 FC1649.and adjusted by the National Geodetic Survey in June 1991..
 FC1649
 FC1649.The geoid height was determined by GEOID03.
 FC1649
 FC1649.The dynamic height is computed by dividing the NAVD 88
 FC1649.geopotential number by the normal gravity value computed on the
 FC1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1649.degrees latitude (g = 980.6199 gals.).
 FC1649
 FC1649.The modeled gravity was interpolated from observed gravity values.
 FC1649
 FC1649;                    North         East    Units  Estimated Accuracy
 FC1649;SPC TN       -    87,350.      694,730.      MT  (+/- 180 meters Scaled)
 FC1649
 FC1649                          SUPERSEDED SURVEY CONTROL
 FC1649
 FC1649.No superseded survey control is available for this station.
 FC1649
 FC1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD858878(NAD 83)
 FC1649_MARKER: I = METAL ROD
 FC1649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1649_SP_SET: STAINLESS STEEL ROD
 FC1649_STAMPING: K 294 1983
 FC1649_MARK LOGO: NGS   
 FC1649_PROJECTION: FLUSH
 FC1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1649_ROD/PIPE-DEPTH: 3.7  meters
 FC1649
 FC1649  HISTORY     - Date     Condition        Report By
 FC1649  HISTORY     - 1983     MONUMENTED       NGS
 FC1649
 FC1649                          STATION DESCRIPTION
 FC1649
 FC1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1649'2.3 KM (1.4 MI) EAST FROM MCDONALD.
 FC1649'2.3 KM (1.4 MI) EASTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1649'HIGHWAY) FROM THE POST OFFICE IN MCDONALD, SET IN THE SOUTHEAST ANGLE
 FC1649'OF A T-ROAD JUNCTION (PINE HILL ROAD), 11.61 METERS (38.1 FT) SOUTH OF
 FC1649'THE CENTERLINE OF THE HIGHWAY, 11.60 METERS (38.0 FT) EAST OF THE
 FC1649'CENTER OF PINE HILL ROAD, AND 3.44 METERS (11.3 FT) EAST OF THE
 FC1649'NORTHWEST CORNER OF A BARBED WIRE FENCE.  NOTE, THE ROD WAS DRIVEN TO
 FC1649'REFUSAL.
 FC1649'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 FC1649'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1600 ***********************************************************************
 FC1600  DESIGNATION -  K 295
 FC1600  PID         -  FC1600
 FC1600  STATE/COUNTY-  TN/BLOUNT
 FC1600  USGS QUAD   -  TALLASSEE (1985)
 FC1600
 FC1600                         *CURRENT SURVEY CONTROL
 FC1600  ___________________________________________________________________
 FC1600* NAD 83(1986)-  35 32 51.     (N)    084 04 02.     (W)     SCALED    
 FC1600* NAVD 88     -       251.405  (meters)     824.82   (feet)  ADJUSTED  
 FC1600  ___________________________________________________________________
 FC1600  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FC1600  DYNAMIC HT  -         251.164 (meters)     824.03  (feet)  COMP
 FC1600  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 FC1600
 FC1600  VERT ORDER  -  FIRST     CLASS II
 FC1600
 FC1600.The horizontal coordinates were scaled from a topographic map and have
 FC1600.an estimated accuracy of +/- 6 seconds.
 FC1600
 FC1600.The orthometric height was determined by differential leveling
 FC1600.and adjusted by the National Geodetic Survey in June 1991..
 FC1600
 FC1600.The geoid height was determined by GEOID03.
 FC1600
 FC1600.The dynamic height is computed by dividing the NAVD 88
 FC1600.geopotential number by the normal gravity value computed on the
 FC1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1600.degrees latitude (g = 980.6199 gals.).
 FC1600
 FC1600.The modeled gravity was interpolated from observed gravity values.
 FC1600
 FC1600;                    North         East    Units  Estimated Accuracy
 FC1600;SPC TN       -   136,440.      775,240.      MT  (+/- 180 meters Scaled)
 FC1600
 FC1600                          SUPERSEDED SURVEY CONTROL
 FC1600
 FC1600  NGVD 29 (12/12/91)  251.519  (m)          825.19   (f) ADJUSTED    1 2
 FC1600
 FC1600.Superseded values are not recommended for survey control.
 FC1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1600.See file dsdata.txt to determine how the superseded data were derived.
 FC1600
 FC1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE658377(NAD 83)
 FC1600_MARKER: I = METAL ROD
 FC1600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1600_SP_SET: STAINLESS STEEL ROD
 FC1600_STAMPING: K 295 1983
 FC1600_MARK LOGO: NGS   
 FC1600_PROJECTION: FLUSH
 FC1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1600_ROD/PIPE-DEPTH: 6.6  meters
 FC1600
 FC1600  HISTORY     - Date     Condition        Report By
 FC1600  HISTORY     - 1983     MONUMENTED       NGS
 FC1600
 FC1600                          STATION DESCRIPTION
 FC1600
 FC1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1600'IN TALLASSEE.
 FC1600'IN TALLASSEE, ON THE PROPERTY OF THE TALLASSEE STORE COMPANY, POST
 FC1600'OFFICE, AND GULF SERVICE STATION, 19.72 METERS (64.7 FT) NORTH OF THE
 FC1600'CENTERLINE OF THE HIGHWAY, 20.39 METERS (66.9 FT) EAST OF THE EAST
 FC1600'CORNER OF THE STORE AND POST OFFICE, 8.23 METERS (27.0 FT) WEST OF THE
 FC1600'CENTER OF A PAVED ROAD LEADING NORTHEAST, 0.79 METER (2.6 FT) EAST OF
 FC1600'A GULF SIGN.
 FC1600'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2122 ***********************************************************************
 FE2122  DESIGNATION -  K 297
 FE2122  PID         -  FE2122
 FE2122  STATE/COUNTY-  TN/MCNAIRY
 FE2122  USGS QUAD   -  CHEWALLA (1983)
 FE2122
 FE2122                         *CURRENT SURVEY CONTROL
 FE2122  ___________________________________________________________________
 FE2122* NAD 83(1986)-  35 04 01.     (N)    088 37 53.     (W)     SCALED    
 FE2122* NAVD 88     -       124.899  (meters)     409.77   (feet)  ADJUSTED  
 FE2122  ___________________________________________________________________
 FE2122  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE2122  DYNAMIC HT  -         124.781 (meters)     409.39  (feet)  COMP
 FE2122  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 FE2122
 FE2122  VERT ORDER  -  FIRST     CLASS II
 FE2122
 FE2122.The horizontal coordinates were scaled from a topographic map and have
 FE2122.an estimated accuracy of +/- 6 seconds.
 FE2122
 FE2122.The orthometric height was determined by differential leveling
 FE2122.and adjusted by the National Geodetic Survey in June 1991..
 FE2122
 FE2122.The geoid height was determined by GEOID03.
 FE2122
 FE2122.The dynamic height is computed by dividing the NAVD 88
 FE2122.geopotential number by the normal gravity value computed on the
 FE2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2122.degrees latitude (g = 980.6199 gals.).
 FE2122
 FE2122.The modeled gravity was interpolated from observed gravity values.
 FE2122
 FE2122;                    North         East    Units  Estimated Accuracy
 FE2122;SPC TN       -    84,620.      360,000.      MT  (+/- 180 meters Scaled)
 FE2122
 FE2122                          SUPERSEDED SURVEY CONTROL
 FE2122
 FE2122.No superseded survey control is available for this station.
 FE2122
 FE2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD512816(NAD 83)
 FE2122_MARKER: I = METAL ROD
 FE2122_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2122_SP_SET: STAINLESS STEEL ROD
 FE2122_STAMPING: K 297 1983
 FE2122_MARK LOGO: NGS   
 FE2122_PROJECTION: FLUSH
 FE2122_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2122+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2122_ROD/PIPE-DEPTH: 9.75 meters
 FE2122
 FE2122  HISTORY     - Date     Condition        Report By
 FE2122  HISTORY     - 1983     MONUMENTED       NGS
 FE2122  HISTORY     - 19970430 GOOD             USE
 FE2122  HISTORY     - 20020918 GOOD             USACE
 FE2122
 FE2122                          STATION DESCRIPTION
 FE2122
 FE2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2122'1.0 KM (0.6 MI) WEST FROM RAMER.
 FE2122'1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2122'RAMER TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) EAST OF A BRIDGE OVER
 FE2122'A SMALL CREEK, 8.87 METERS (29.1 FT) NORTH OF THE CENTERLINE OF THE
 FE2122'HIGHWAY, 5.06 METERS (16.6 FT) EAST OF THE APPROXIMATE CENTER OF A
 FE2122'DRIVEWAY TO A FRAME HOUSE, 3.57 METERS (11.7 FT) WEST-SOUTHWEST OF A
 FE2122'FIRE HYDRANT, 3.20 METERS (10.5 FT) NORTH-NORTHEAST OF A 2 FOOT
 FE2122'DIAMETER CONCRETE CULVERT, 1.74 METERS (5.7 FT) NORTH OF THE GUY WIRE
 FE2122'ANCHOR FOR A POWERLINE POLE, AND 1.04 METERS (3.4 FT) SOUTH OF A
 FE2122'POWERLINE POLE WITH A GUY WIRE.
 FE2122'THE MARK IS 0.91 METERS  S FROM A WITNESS POST.
 FE2122'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2122
 FE2122                          STATION RECOVERY (1997)
 FE2122
 FE2122'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2122'AS DESCRIBED.
 FE2122
 FE2122                          STATION RECOVERY (2002)
 FE2122
 FE2122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2148 ***********************************************************************
 FE2148  DESIGNATION -  K 298
 FE2148  PID         -  FE2148
 FE2148  STATE/COUNTY-  TN/HARDEMAN
 FE2148  USGS QUAD   -  SAULSBURY (1981)
 FE2148
 FE2148                         *CURRENT SURVEY CONTROL
 FE2148  ___________________________________________________________________
 FE2148* NAD 83(1986)-  35 03 05.     (N)    089 01 42.     (W)     SCALED    
 FE2148* NAVD 88     -       148.254  (meters)     486.40   (feet)  ADJUSTED  
 FE2148  ___________________________________________________________________
 FE2148  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE2148  DYNAMIC HT  -         148.113 (meters)     485.93  (feet)  COMP
 FE2148  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 FE2148
 FE2148  VERT ORDER  -  FIRST     CLASS II
 FE2148
 FE2148.The horizontal coordinates were scaled from a topographic map and have
 FE2148.an estimated accuracy of +/- 6 seconds.
 FE2148
 FE2148.The orthometric height was determined by differential leveling
 FE2148.and adjusted by the National Geodetic Survey in June 1991..
 FE2148
 FE2148.The geoid height was determined by GEOID03.
 FE2148
 FE2148.The dynamic height is computed by dividing the NAVD 88
 FE2148.geopotential number by the normal gravity value computed on the
 FE2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2148.degrees latitude (g = 980.6199 gals.).
 FE2148
 FE2148.The modeled gravity was interpolated from observed gravity values.
 FE2148
 FE2148;                    North         East    Units  Estimated Accuracy
 FE2148;SPC TN       -    83,940.      323,760.      MT  (+/- 180 meters Scaled)
 FE2148
 FE2148                          SUPERSEDED SURVEY CONTROL
 FE2148
 FE2148.No superseded survey control is available for this station.
 FE2148
 FE2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD150806(NAD 83)
 FE2148_MARKER: I = METAL ROD
 FE2148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2148_SP_SET: STAINLESS STEEL ROD
 FE2148_STAMPING: K 298 1983
 FE2148_MARK LOGO: NGS   
 FE2148_PROJECTION: FLUSH
 FE2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2148_ROD/PIPE-DEPTH: 11.0 meters
 FE2148
 FE2148  HISTORY     - Date     Condition        Report By
 FE2148  HISTORY     - 1983     MONUMENTED       NGS
 FE2148  HISTORY     - 20020410 MARK NOT FOUND   USACE
 FE2148
 FE2148                          STATION DESCRIPTION
 FE2148
 FE2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2148'6.1 KM (3.8 MI) EAST FROM SAULSBURY.
 FE2148'6.1 KM (3.8 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2148'SAULSBURY, TO THE MARK ON THE RIGHT, AT A GATE TO A PASTURE,
 FE2148'15.15 METERS (49.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2148'3.72 METERS (12.2 FT) WEST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 FE2148'TO A PASTURE, 0.91 METER (3.0 FT) EAST OF THE BOTTOM OF A BRACE POST
 FE2148'OF A GATE POST, 0.46 METER (1.5 FT) WEST OF A GATEPOST, AND
 FE2148'0.36 METERS (1.2 FT) NORTH OF THE FENCE LINE.
 FE2148'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2148'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2148
 FE2148                          STATION RECOVERY (2002)
 FE2148
 FE2148'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2174 ***********************************************************************
 FE2174  DESIGNATION -  K 299
 FE2174  PID         -  FE2174
 FE2174  STATE/COUNTY-  TN/FAYETTE
 FE2174  USGS QUAD   -  ROSSVILLE (1981)
 FE2174
 FE2174                         *CURRENT SURVEY CONTROL
 FE2174  ___________________________________________________________________
 FE2174* NAD 83(1986)-  35 02 25.     (N)    089 31 20.     (W)     SCALED    
 FE2174* NAVD 88     -       107.390  (meters)     352.33   (feet)  ADJUSTED  
 FE2174  ___________________________________________________________________
 FE2174  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE2174  DYNAMIC HT  -         107.290 (meters)     352.00  (feet)  COMP
 FE2174  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 FE2174
 FE2174  VERT ORDER  -  FIRST     CLASS II
 FE2174
 FE2174.The horizontal coordinates were scaled from a topographic map and have
 FE2174.an estimated accuracy of +/- 6 seconds.
 FE2174
 FE2174.The orthometric height was determined by differential leveling
 FE2174.and adjusted by the National Geodetic Survey in June 1991..
 FE2174
 FE2174.The geoid height was determined by GEOID03.
 FE2174
 FE2174.The dynamic height is computed by dividing the NAVD 88
 FE2174.geopotential number by the normal gravity value computed on the
 FE2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2174.degrees latitude (g = 980.6199 gals.).
 FE2174
 FE2174.The modeled gravity was interpolated from observed gravity values.
 FE2174
 FE2174;                    North         East    Units  Estimated Accuracy
 FE2174;SPC TN       -    84,220.      278,680.      MT  (+/- 180 meters Scaled)
 FE2174
 FE2174                          SUPERSEDED SURVEY CONTROL
 FE2174
 FE2174.No superseded survey control is available for this station.
 FE2174
 FE2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD699804(NAD 83)
 FE2174_MARKER: I = METAL ROD
 FE2174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2174_SP_SET: STAINLESS STEEL ROD
 FE2174_STAMPING: K 299 1983
 FE2174_MARK LOGO: NGS   
 FE2174_PROJECTION: FLUSH
 FE2174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2174+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE2174_ROD/PIPE-DEPTH: 9.75 meters
 FE2174
 FE2174  HISTORY     - Date     Condition        Report By
 FE2174  HISTORY     - 1983     MONUMENTED       NGS
 FE2174  HISTORY     - 20020410 GOOD             USACE
 FE2174
 FE2174                          STATION DESCRIPTION
 FE2174
 FE2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2174'2.6 KM (1.6 MI) EAST FROM ROSSVILLE.
 FE2174'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2174'ROSSVILLE, THENCE 2.0 KM (1.25 MI) EAST ALONG STATE HIGHWAY 57 TO THE
 FE2174'MARK ON THE RIGHT, 13.56 METERS (44.5 FT) SOUTH OF THE CENTERLINE OF
 FE2174'THE HIGHWAY, 12.37 METERS (40.6 FT) EAST-SOUTHEAST OF A POWERLINE
 FE2174'POLE, 3.05 METERS (10.0 FT) WEST OF THE CENTER OF A DRIVEWAY,
 FE2174'1.22 METERS (4.0 FT) WEST OF THE WEST STONE MONUMENT (ENTRANCE
 FE2174'MARKER), AND 0.91 METER (3.0 FT) NORTH OF A FENCE LINE.
 FE2174'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2174'THE MARK IS 0.91 M ABOVE HIGHWAY.
 FE2174
 FE2174                          STATION RECOVERY (2002)
 FE2174
 FE2174'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0447 ***********************************************************************
 GC0447  DESIGNATION -  K 3
 GC0447  PID         -  GC0447
 GC0447  STATE/COUNTY-  TN/DAVIDSON
 GC0447  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0447
 GC0447                         *CURRENT SURVEY CONTROL
 GC0447  ___________________________________________________________________
 GC0447* NAD 83(1986)-  36 09 56.     (N)    086 47 26.     (W)     SCALED    
 GC0447* NAVD 88     -       133.856  (meters)     439.16   (feet)  ADJUSTED  
 GC0447  ___________________________________________________________________
 GC0447  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC0447  DYNAMIC HT  -         133.741 (meters)     438.78  (feet)  COMP
 GC0447  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC0447
 GC0447  VERT ORDER  -  FIRST     CLASS II
 GC0447
 GC0447.The horizontal coordinates were scaled from a topographic map and have
 GC0447.an estimated accuracy of +/- 6 seconds.
 GC0447
 GC0447.The orthometric height was determined by differential leveling
 GC0447.and adjusted by the National Geodetic Survey in June 1991..
 GC0447.WARNING-Repeat measurements at this control monument indicate possible
 GC0447.vertical movement.
 GC0447
 GC0447.The geoid height was determined by GEOID03.
 GC0447
 GC0447.The dynamic height is computed by dividing the NAVD 88
 GC0447.geopotential number by the normal gravity value computed on the
 GC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0447.degrees latitude (g = 980.6199 gals.).
 GC0447
 GC0447.The modeled gravity was interpolated from observed gravity values.
 GC0447
 GC0447;                    North         East    Units  Estimated Accuracy
 GC0447;SPC TN       -   203,570.      528,870.      MT  (+/- 180 meters Scaled)
 GC0447
 GC0447                          SUPERSEDED SURVEY CONTROL
 GC0447
 GC0447  NGVD 29 (??/??/92)  133.883  (m)          439.25   (f) ADJ UNCH    1 2
 GC0447
 GC0447.Superseded values are not recommended for survey control.
 GC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0447.See file dsdata.txt to determine how the superseded data were derived.
 GC0447
 GC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF188023(NAD 83)
 GC0447_MARKER: DB = BENCH MARK DISK
 GC0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0447_SP_SET: OVERPASS
 GC0447_STAMPING: K 3 1921 ELEV 439.622 FT
 GC0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0447
 GC0447  HISTORY     - Date     Condition        Report By
 GC0447  HISTORY     - 1921     MONUMENTED       CGS
 GC0447  HISTORY     - 1948     GOOD             NGS
 GC0447  HISTORY     - 1949     GOOD             NGS
 GC0447
 GC0447                          STATION DESCRIPTION
 GC0447
 GC0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0447'AT NASHVILLE.
 GC0447'AT NASHVILLE, ABOUT 0.65 MILE NORTH ALONG THE NASHVILLE,
 GC0447'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE UNION STATION, SET
 GC0447'IN THE TOP OF THE NORTHEAST END OF THE CONCRETE BACK WALL OF THE
 GC0447'NORTHWEST ABUTMENT OF THE OVERPASS OVER JO JOHNSTON AVENUE, 6
 GC0447'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHWEST BOUND TRACK
 GC0447'AND ABOUT 1/2 FOOT BELOW THE TRACK LEVEL.
 GC0447
 GC0447                          STATION RECOVERY (1949)
 GC0447
 GC0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GC0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0286 ***********************************************************************
 FD0286  DESIGNATION -  K 30
 FD0286  PID         -  FD0286
 FD0286  STATE/COUNTY-  TN/MAURY
 FD0286  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0286
 FD0286                         *CURRENT SURVEY CONTROL
 FD0286  ___________________________________________________________________
 FD0286* NAD 83(1986)-  35 24 25.     (N)    086 59 33.     (W)     SCALED    
 FD0286* NAVD 88     -       273.355  (meters)     896.83   (feet)  ADJUSTED  
 FD0286  ___________________________________________________________________
 FD0286  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0286  DYNAMIC HT  -         273.103 (meters)     896.01  (feet)  COMP
 FD0286  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 FD0286
 FD0286  VERT ORDER  -  SECOND    CLASS 0
 FD0286
 FD0286.The horizontal coordinates were scaled from a topographic map and have
 FD0286.an estimated accuracy of +/- 6 seconds.
 FD0286
 FD0286.The orthometric height was determined by differential leveling
 FD0286.and adjusted by the National Geodetic Survey in June 1991..
 FD0286
 FD0286.The geoid height was determined by GEOID03.
 FD0286
 FD0286.The dynamic height is computed by dividing the NAVD 88
 FD0286.geopotential number by the normal gravity value computed on the
 FD0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0286.degrees latitude (g = 980.6199 gals.).
 FD0286
 FD0286.The modeled gravity was interpolated from observed gravity values.
 FD0286
 FD0286;                    North         East    Units  Estimated Accuracy
 FD0286;SPC TN       -   119,570.      509,850.      MT  (+/- 180 meters Scaled)
 FD0286
 FD0286                          SUPERSEDED SURVEY CONTROL
 FD0286
 FD0286  NGVD 29 (??/??/92)  273.317  (m)          896.71   (f) ADJ UNCH    2 0
 FD0286
 FD0286.Superseded values are not recommended for survey control.
 FD0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0286.See file dsdata.txt to determine how the superseded data were derived.
 FD0286
 FD0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE006181(NAD 83)
 FD0286_MARKER: DB = BENCH MARK DISK
 FD0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0286_STAMPING: K 30 1934
 FD0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0286+STABILITY: SURFACE MOTION
 FD0286
 FD0286  HISTORY     - Date     Condition        Report By
 FD0286  HISTORY     - 1934     MONUMENTED       CGS
 FD0286
 FD0286                          STATION DESCRIPTION
 FD0286
 FD0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0286'2.1 MI N FROM LYNNVILLE.
 FD0286'IN MAURY COUNTY, 2.1 MILES NORTH ALONG THE LOUISVILLE AND
 FD0286'NASHVILLE RAILROAD FROM LYNNVILLE, GILES COUNTY, AT DODSONS,
 FD0286'55 FEET EAST AND 12 FEET NORTH OF THE STATION AND TELEPHONE
 FD0286'HOUSE, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 4 FEET
 FD0286'EAST OF A FENCE.  A STANDARD DISK, STAMPED K 30 1934 AND SET
 FD0286'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1770 ***********************************************************************
 FF1770  DESIGNATION -  K 300
 FF1770  PID         -  FF1770
 FF1770  STATE/COUNTY-  TN/SHELBY
 FF1770  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1770
 FF1770                         *CURRENT SURVEY CONTROL
 FF1770  ___________________________________________________________________
 FF1770* NAD 83(1986)-  35 07 07.     (N)    090 03 16.     (W)     SCALED    
 FF1770* NAVD 88     -        91.423  (meters)     299.94   (feet)  ADJUSTED  
 FF1770  ___________________________________________________________________
 FF1770  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1770  DYNAMIC HT  -          91.340 (meters)     299.67  (feet)  COMP
 FF1770  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FF1770
 FF1770  VERT ORDER  -  FIRST     CLASS II
 FF1770
 FF1770.The horizontal coordinates were scaled from a topographic map and have
 FF1770.an estimated accuracy of +/- 6 seconds.
 FF1770
 FF1770.The orthometric height was determined by differential leveling
 FF1770.and adjusted by the National Geodetic Survey in June 1991..
 FF1770
 FF1770.The geoid height was determined by GEOID03.
 FF1770
 FF1770.The dynamic height is computed by dividing the NAVD 88
 FF1770.geopotential number by the normal gravity value computed on the
 FF1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1770.degrees latitude (g = 980.6199 gals.).
 FF1770
 FF1770.The modeled gravity was interpolated from observed gravity values.
 FF1770
 FF1770;                    North         East    Units  Estimated Accuracy
 FF1770;SPC TN       -    94,780.      230,510.      MT  (+/- 180 meters Scaled)
 FF1770
 FF1770                          SUPERSEDED SURVEY CONTROL
 FF1770
 FF1770.No superseded survey control is available for this station.
 FF1770
 FF1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU684901(NAD 83)
 FF1770_MARKER: I = METAL ROD
 FF1770_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FF1770_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FF1770_STAMPING: K 300 1983
 FF1770_MARK LOGO: NGS   
 FF1770_PROJECTION: RECESSED 4 CENTIMETERS
 FF1770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FF1770+STABILITY: POSITION/ELEVATION WELL
 FF1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1770+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF1770_ROD/PIPE-DEPTH: 12.2 meters
 FF1770_SLEEVE-DEPTH  : 6.09 meters
 FF1770
 FF1770  HISTORY     - Date     Condition        Report By
 FF1770  HISTORY     - 1983     MONUMENTED       NGS
 FF1770  HISTORY     - 19950625 GOOD             TN1620
 FF1770  HISTORY     - 20021030 GOOD             USACE
 FF1770
 FF1770                          STATION DESCRIPTION
 FF1770
 FF1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FF1770'IN MEMPHIS.
 FF1770'IN MEMPHIS, SET IN THE FRONT LAWN OF THE JOHN GASTON COMMUNITY CENTER
 FF1770'BUILDING, LOCATED IN THE SOUTHWEST PART OF MEMPHIS AT 1046 THIRD
 FF1770'STREET, 0.3 KM (0.2 MI) NORTH OF EAST MCLEMORE AVENUE, 13.26 METERS
 FF1770'(43.5 FT) WEST OF THE WEST CURB OF SOUTH THIRD STREET, 29.87 METERS
 FF1770'(98.0 FT) WEST OF THE SOUTHWEST CORNER OF THE BUILDING, 2.43 METERS
 FF1770'(8.0 FT) NORTHEAST OF THE SOUTHERNMOST METAL POST SUPPORTING THE SIGN
 FF1770'FOR GASTON PARK (MEMPHIS PARK COMMISSION), 17.37 METERS (57.0 FT)
 FF1770'SOUTH OF THE SOUTH EDGE OF A SIDEWALK LEADING TO THE MAIN ENTRANCE TO
 FF1770'THE BUILDING, AND 29.56 METERS (97.0 FT) SOUTHWEST OF THE FLAGPOLE.
 FF1770'THE MARK IS 1.83 M BELOW THIRD STREET.
 FF1770
 FF1770                          STATION RECOVERY (1995)
 FF1770
 FF1770'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF1770'RECOVERED IN GOOD CONDITION.
 FF1770
 FF1770                          STATION RECOVERY (2002)
 FF1770
 FF1770'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1361 ***********************************************************************
 FD1361  DESIGNATION -  K 301
 FD1361  PID         -  FD1361
 FD1361  STATE/COUNTY-  TN/LAWRENCE
 FD1361  USGS QUAD   -  LORETTO (1976)
 FD1361
 FD1361                         *CURRENT SURVEY CONTROL
 FD1361  ___________________________________________________________________
 FD1361* NAD 83(1986)-  35 06 36.     (N)    087 24 25.     (W)     SCALED    
 FD1361* NAVD 88     -       266.803  (meters)     875.34   (feet)  ADJUSTED  
 FD1361  ___________________________________________________________________
 FD1361  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FD1361  DYNAMIC HT  -         266.548 (meters)     874.50  (feet)  COMP
 FD1361  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 FD1361
 FD1361  VERT ORDER  -  FIRST     CLASS II
 FD1361
 FD1361.The horizontal coordinates were scaled from a topographic map and have
 FD1361.an estimated accuracy of +/- 6 seconds.
 FD1361
 FD1361.The orthometric height was determined by differential leveling
 FD1361.and adjusted by the National Geodetic Survey in June 1991..
 FD1361
 FD1361.The geoid height was determined by GEOID03.
 FD1361
 FD1361.The dynamic height is computed by dividing the NAVD 88
 FD1361.geopotential number by the normal gravity value computed on the
 FD1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1361.degrees latitude (g = 980.6199 gals.).
 FD1361
 FD1361.The modeled gravity was interpolated from observed gravity values.
 FD1361
 FD1361;                    North         East    Units  Estimated Accuracy
 FD1361;SPC TN       -    87,090.      471,740.      MT  (+/- 180 meters Scaled)
 FD1361
 FD1361                          SUPERSEDED SURVEY CONTROL
 FD1361
 FD1361.No superseded survey control is available for this station.
 FD1361
 FD1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD629853(NAD 83)
 FD1361_MARKER: I = METAL ROD
 FD1361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1361_SP_SET: STAINLESS STEEL ROD
 FD1361_STAMPING: K 301 1983
 FD1361_MARK LOGO: NGS   
 FD1361_PROJECTION: FLUSH
 FD1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1361_ROD/PIPE-DEPTH: 4.87 meters
 FD1361
 FD1361  HISTORY     - Date     Condition        Report By
 FD1361  HISTORY     - 1983     MONUMENTED       NGS
 FD1361
 FD1361                          STATION DESCRIPTION
 FD1361
 FD1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1361'4.4 KM (2.75 MI) NORTH FROM LORETTO.
 FD1361'4.4 KM (2.75 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1361'LORETTO TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) SOUTH OF GLENDALE
 FD1361'ROAD, 14.51 METERS (47.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FD1361'HIGHWAY, 3.38 METERS (11.1 FT) SOUTH OF POWERLINE POLE NUMBER 176, AND
 FD1361'1.67 METERS (5.5 FT) NORTHWEST OF THE WEST BRACE POLE OF A BILLBOARD.
 FD1361'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 FD1361'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1393 ***********************************************************************
 FD1393  DESIGNATION -  K 302
 FD1393  PID         -  FD1393
 FD1393  STATE/COUNTY-  TN/WILLIAMSON
 FD1393  USGS QUAD   -  SPRING HILL (1979)
 FD1393
 FD1393                         *CURRENT SURVEY CONTROL
 FD1393  ___________________________________________________________________
 FD1393* NAD 83(1986)-  35 49 24.     (N)    086 53 10.     (W)     SCALED    
 FD1393* NAVD 88     -       238.457  (meters)     782.34   (feet)  ADJUSTED  
 FD1393  ___________________________________________________________________
 FD1393  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FD1393  DYNAMIC HT  -         238.246 (meters)     781.65  (feet)  COMP
 FD1393  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD1393
 FD1393  VERT ORDER  -  FIRST     CLASS II
 FD1393
 FD1393.The horizontal coordinates were scaled from a topographic map and have
 FD1393.an estimated accuracy of +/- 6 seconds.
 FD1393
 FD1393.The orthometric height was determined by differential leveling
 FD1393.and adjusted by the National Geodetic Survey in June 1991..
 FD1393
 FD1393.The geoid height was determined by GEOID03.
 FD1393
 FD1393.The dynamic height is computed by dividing the NAVD 88
 FD1393.geopotential number by the normal gravity value computed on the
 FD1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1393.degrees latitude (g = 980.6199 gals.).
 FD1393
 FD1393.The modeled gravity was interpolated from observed gravity values.
 FD1393
 FD1393;                    North         East    Units  Estimated Accuracy
 FD1393;SPC TN       -   165,680.      519,930.      MT  (+/- 180 meters Scaled)
 FD1393
 FD1393                          SUPERSEDED SURVEY CONTROL
 FD1393
 FD1393.No superseded survey control is available for this station.
 FD1393
 FD1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE102643(NAD 83)
 FD1393_MARKER: I = METAL ROD
 FD1393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1393_SP_SET: STAINLESS STEEL ROD
 FD1393_STAMPING: K 302 1984
 FD1393_MARK LOGO: NGS   
 FD1393_PROJECTION: RECESSED 3 CENTIMETERS
 FD1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1393_ROD/PIPE-DEPTH: 8.22 meters
 FD1393
 FD1393  HISTORY     - Date     Condition        Report By
 FD1393  HISTORY     - 1984     MONUMENTED       NGS
 FD1393
 FD1393                          STATION DESCRIPTION
 FD1393
 FD1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1393'8.8 KM (5.05 MI) NORTH FROM SPRING HILL.
 FD1393'8.8 KM (5.5 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1393'SPRING HILL TO THE MARK SET BY A POWER POLE AT THE CROSSING OF A METAL
 FD1393'CATTLE GUARD CROSSING LEADING TO A WHITE HOUSE, 12.49 METERS (41.0 FT)
 FD1393'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.55 METERS (21.5 FT)
 FD1393'SOUTHWEST OF THE CENTER OF A METAL CATTLE GUARD, 1.10 METERS (3.6 FT)
 FD1393'SOUTHEAST OF A POWERLINE POLE AND AT A POINT WHERE THE POWERLINES
 FD1393'CROSS THE HIGHWAY, 5.02 METERS (16.5 FT) SOUTH OF THE CENTER OF A
 FD1393'GRAVEL DRIVEWAY, AND 2.31 METERS (7.6 FT) EAST-SOUTHEAST OF A WOOD
 FD1393'FENCE CORNER.
 FD1393'THE MARK IS 2.43 METERS  ESE FROM A WITNESS POST.
 FD1393'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1970 ***********************************************************************
 GC1970  DESIGNATION -  K 303
 GC1970  PID         -  GC1970
 GC1970  STATE/COUNTY-  TN/DAVIDSON
 GC1970  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1970
 GC1970                         *CURRENT SURVEY CONTROL
 GC1970  ___________________________________________________________________
 GC1970* NAD 83(1986)-  36 10 12.     (N)    086 48 25.     (W)     SCALED    
 GC1970* NAVD 88     -       147.081  (meters)     482.55   (feet)  ADJUSTED  
 GC1970  ___________________________________________________________________
 GC1970  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GC1970  DYNAMIC HT  -         146.954 (meters)     482.13  (feet)  COMP
 GC1970  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GC1970
 GC1970  VERT ORDER  -  FIRST     CLASS II
 GC1970
 GC1970.The horizontal coordinates were scaled from a topographic map and have
 GC1970.an estimated accuracy of +/- 6 seconds.
 GC1970
 GC1970.The orthometric height was determined by differential leveling
 GC1970.and adjusted by the National Geodetic Survey in June 1991..
 GC1970
 GC1970.The geoid height was determined by GEOID03.
 GC1970
 GC1970.The dynamic height is computed by dividing the NAVD 88
 GC1970.geopotential number by the normal gravity value computed on the
 GC1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1970.degrees latitude (g = 980.6199 gals.).
 GC1970
 GC1970.The modeled gravity was interpolated from observed gravity values.
 GC1970
 GC1970;                    North         East    Units  Estimated Accuracy
 GC1970;SPC TN       -   204,080.      527,400.      MT  (+/- 180 meters Scaled)
 GC1970
 GC1970                          SUPERSEDED SURVEY CONTROL
 GC1970
 GC1970.No superseded survey control is available for this station.
 GC1970
 GC1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF173028(NAD 83)
 GC1970_MARKER: DB = BENCH MARK DISK
 GC1970_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1970_SP_SET: HEADWALL OF OVERPASS
 GC1970_STAMPING: K 303 1984
 GC1970_MARK LOGO: NGS   
 GC1970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1970
 GC1970  HISTORY     - Date     Condition        Report By
 GC1970  HISTORY     - 1984     MONUMENTED       NGS
 GC1970
 GC1970                          STATION DESCRIPTION
 GC1970
 GC1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1970'IN NASHVILLE.
 GC1970'IN NASHVILLE, SET IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE D.B.
 GC1970'TODD BOULEVARD OVERPASS OVER INTERSTATE HIGHWAY 40 WEST, 1.67 METERS
 GC1970'(5.5 FT) EAST OF THE EAST CURB OF TODD BOULEVARD, 51.51 METERS
 GC1970'(169.0 FT) NORTH OF THE CENTERLINE OF JEFFERSON STREET, 5.76 METERS
 GC1970'(18.9 FT) NORTH-NORTHEAST OF A POWERLINE POLE NUMBER 8555-269 WITH A
 GC1970'STREET LIGHT AND TWO TRANSFORMERS, 0.39 METERS (1.3 FT) WEST OF THE
 GC1970'WEST END OF A CHAIN LINK FENCE, AND 0.30 METERS (1.0 FT) SOUTH OF A
 GC1970'METAL GUARD RAIL ON THE OVERPASS.
 GC1970'THE MARK IS 0.91 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1981 ***********************************************************************
 GC1981  DESIGNATION -  K 304
 GC1981  PID         -  GC1981
 GC1981  STATE/COUNTY-  TN/CHEATHAM
 GC1981  USGS QUAD   -  ASHLAND CITY (1987)
 GC1981
 GC1981                         *CURRENT SURVEY CONTROL
 GC1981  ___________________________________________________________________
 GC1981* NAD 83(1986)-  36 15 10.     (N)    087 02 07.     (W)     SCALED    
 GC1981* NAVD 88     -       127.412  (meters)     418.02   (feet)  ADJUSTED  
 GC1981  ___________________________________________________________________
 GC1981  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1981  DYNAMIC HT  -         127.303 (meters)     417.66  (feet)  COMP
 GC1981  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 GC1981
 GC1981  VERT ORDER  -  FIRST     CLASS II
 GC1981
 GC1981.The horizontal coordinates were scaled from a topographic map and have
 GC1981.an estimated accuracy of +/- 6 seconds.
 GC1981
 GC1981.The orthometric height was determined by differential leveling
 GC1981.and adjusted by the National Geodetic Survey in June 1991..
 GC1981
 GC1981.The geoid height was determined by GEOID03.
 GC1981
 GC1981.The dynamic height is computed by dividing the NAVD 88
 GC1981.geopotential number by the normal gravity value computed on the
 GC1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1981.degrees latitude (g = 980.6199 gals.).
 GC1981
 GC1981.The modeled gravity was interpolated from observed gravity values.
 GC1981
 GC1981;                    North         East    Units  Estimated Accuracy
 GC1981;SPC TN       -   213,460.      506,960.      MT  (+/- 180 meters Scaled)
 GC1981
 GC1981                          SUPERSEDED SURVEY CONTROL
 GC1981
 GC1981.No superseded survey control is available for this station.
 GC1981
 GC1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF968119(NAD 83)
 GC1981_MARKER: I = METAL ROD
 GC1981_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1981_SP_SET: STAINLESS STEEL ROD
 GC1981_STAMPING: K 304 1984
 GC1981_MARK LOGO: NGS   
 GC1981_PROJECTION: FLUSH
 GC1981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1981_ROD/PIPE-DEPTH: 4.88 meters
 GC1981
 GC1981  HISTORY     - Date     Condition        Report By
 GC1981  HISTORY     - 1984     MONUMENTED       NGS
 GC1981
 GC1981                          STATION DESCRIPTION
 GC1981
 GC1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1981'3.8 KM (2.35 MI) SE FROM ASHLAND CITY.
 GC1981'3.8 KM (2.35 MI) SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1981'COURTHOUSE IN ASHLAND CITY TO THE MARK ON THE RIGHT, 8.63 METERS
 GC1981'(28.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.71 METERS
 GC1981'(5.6 FT) NORTHEAST OF A BARBWIRE FENCE, AND 1.22 METERS (4.0 FT)
 GC1981'SOUTHEAST OF POWERLINE POLE NUMBER 30.
 GC1981'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 GC1981'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2008 ***********************************************************************
 GC2008  DESIGNATION -  K 305
 GC2008  PID         -  GC2008
 GC2008  STATE/COUNTY-  TN/MONTGOMERY
 GC2008  USGS QUAD   -  HENRIETTA (1983)
 GC2008
 GC2008                         *CURRENT SURVEY CONTROL
 GC2008  ___________________________________________________________________
 GC2008* NAD 83(1986)-  36 27 49.     (N)    087 14 21.     (W)     SCALED    
 GC2008* NAVD 88     -       160.262  (meters)     525.79   (feet)  ADJUSTED  
 GC2008  ___________________________________________________________________
 GC2008  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2008  DYNAMIC HT  -         160.129 (meters)     525.36  (feet)  COMP
 GC2008  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GC2008
 GC2008  VERT ORDER  -  FIRST     CLASS II
 GC2008
 GC2008.The horizontal coordinates were scaled from a topographic map and have
 GC2008.an estimated accuracy of +/- 6 seconds.
 GC2008
 GC2008.The orthometric height was determined by differential leveling
 GC2008.and adjusted by the National Geodetic Survey in June 1991..
 GC2008
 GC2008.The geoid height was determined by GEOID03.
 GC2008
 GC2008.The dynamic height is computed by dividing the NAVD 88
 GC2008.geopotential number by the normal gravity value computed on the
 GC2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2008.degrees latitude (g = 980.6199 gals.).
 GC2008
 GC2008.The modeled gravity was interpolated from observed gravity values.
 GC2008
 GC2008;                    North         East    Units  Estimated Accuracy
 GC2008;SPC TN       -   237,060.      488,930.      MT  (+/- 180 meters Scaled)
 GC2008
 GC2008                          SUPERSEDED SURVEY CONTROL
 GC2008
 GC2008.No superseded survey control is available for this station.
 GC2008
 GC2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF785353(NAD 83)
 GC2008_MARKER: I = METAL ROD
 GC2008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2008_SP_SET: STAINLESS STEEL ROD
 GC2008_STAMPING: K 305 1984
 GC2008_MARK LOGO: NGS   
 GC2008_PROJECTION: RECESSED 8 CENTIMETERS
 GC2008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2008_ROD/PIPE-DEPTH: 12.2 meters
 GC2008
 GC2008  HISTORY     - Date     Condition        Report By
 GC2008  HISTORY     - 1984     MONUMENTED       NGS
 GC2008
 GC2008                          STATION DESCRIPTION
 GC2008
 GC2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2008'18.0 KM (11.2 MI) NW FROM CHEAP HILL.
 GC2008'18.0 KM (11.2 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2008'OFFICE IN CHEAP HILL TO THE MARK ON THE LEFT, AT THE DRIVEWAY LEADING
 GC2008'TO THE MCADOO CUMBERLAND PRESBYTERIAN CHURCH, 16.82 METERS (55.2 FT)
 GC2008'WEST OF THE CENTERLINE OF THE HIGHWAY, 19.81 METERS (65.0 FT)
 GC2008'NORTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO THE CHURCH,
 GC2008'11.55 METERS (37.9 FT) SOUTH-SOUTHWEST OF THE WEST ANCHOR POLE OF A
 GC2008'SIGN FOR THE CHURCH, AND 0.37 METERS (1.2 FT) EAST OF A BARBWIRE
 GC2008'FENCE.
 GC2008'THE MARK IS 0.64 METERS  SSE FROM A WITNESS POST.
 GC2008'THE MARK IS 0.31 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2932 ***********************************************************************
 AJ2932  DESIGNATION -  K 307
 AJ2932  PID         -  AJ2932
 AJ2932  STATE/COUNTY-  TN/TROUSDALE
 AJ2932  USGS QUAD   -  BETHPAGE (1994)
 AJ2932
 AJ2932                         *CURRENT SURVEY CONTROL
 AJ2932  ___________________________________________________________________
 AJ2932* NAD 83(1986)-  36 23 23.     (N)    086 15 05.     (W)     SCALED    
 AJ2932* NAVD 88     -       162.633  (meters)     533.57   (feet)  ADJUSTED  
 AJ2932  ___________________________________________________________________
 AJ2932  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AJ2932  DYNAMIC HT  -         162.499 (meters)     533.13  (feet)  COMP
 AJ2932  MODELED GRAV-     979,805.8   (mgal)                       NAVD 88
 AJ2932
 AJ2932  VERT ORDER  -  SECOND    CLASS I
 AJ2932
 AJ2932.The horizontal coordinates were scaled from a topographic map and have
 AJ2932.an estimated accuracy of +/- 6 seconds.
 AJ2932
 AJ2932.The orthometric height was determined by differential leveling
 AJ2932.and adjusted by the National Geodetic Survey in July 2002..
 AJ2932.No vertical observational check was made to the station.
 AJ2932
 AJ2932.The geoid height was determined by GEOID03.
 AJ2932
 AJ2932.The dynamic height is computed by dividing the NAVD 88
 AJ2932.geopotential number by the normal gravity value computed on the
 AJ2932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2932.degrees latitude (g = 980.6199 gals.).
 AJ2932
 AJ2932.The modeled gravity was interpolated from observed gravity values.
 AJ2932
 AJ2932;                    North         East    Units  Estimated Accuracy
 AJ2932;SPC TN       -   228,190.      577,450.      MT  (+/- 180 meters Scaled)
 AJ2932
 AJ2932                          SUPERSEDED SURVEY CONTROL
 AJ2932
 AJ2932.No superseded survey control is available for this station.
 AJ2932
 AJ2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF671274(NAD 83)
 AJ2932_MARKER: DV = VERTICAL CONTROL DISK
 AJ2932_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ2932_SP_SET: BRIDGE ABUTMENT
 AJ2932_STAMPING: K 307 2001
 AJ2932_MARK LOGO: NGS   
 AJ2932_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2932+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2932
 AJ2932  HISTORY     - Date     Condition        Report By
 AJ2932  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2932
 AJ2932                          STATION DESCRIPTION
 AJ2932
 AJ2932'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2932'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2932'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2932'HIGHWAY 141), THENCE 8.4 KM WESTERLY ALONG STATE HIGHWAY 25, IN
 AJ2932'TOP OF AND 2.3 KM NORTH OF THE SOUTH END OF THE WEST CONCRETE
 AJ2932'ABUTMENT OF THE HIGHWAY BRIDGE SPANNING ROCKY CREEK, 5.4 M SOUTH
 AJ2932'OF THE HIGHWAY CENTERLINE, AND 0.3 M ABOVE THE LEVEL OF THE
 AJ2932'HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2932'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1222 ***********************************************************************
 FD1222  DESIGNATION -  K 31 RESET
 FD1222  PID         -  FD1222
 FD1222  STATE/COUNTY-  TN/LEWIS
 FD1222  USGS QUAD   -  GRAVES SPRING (1968)
 FD1222
 FD1222                         *CURRENT SURVEY CONTROL
 FD1222  ___________________________________________________________________
 FD1222* NAD 83(1986)-  35 33 20.     (N)    087 37 56.     (W)     SCALED    
 FD1222* NAVD 88     -       295.790  (meters)     970.44   (feet)  ADJUSTED  
 FD1222  ___________________________________________________________________
 FD1222  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD1222  DYNAMIC HT  -         295.514 (meters)     969.53  (feet)  COMP
 FD1222  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 FD1222
 FD1222  VERT ORDER  -  FIRST     CLASS II
 FD1222
 FD1222.The horizontal coordinates were scaled from a topographic map and have
 FD1222.an estimated accuracy of +/- 6 seconds.
 FD1222
 FD1222.The orthometric height was determined by differential leveling
 FD1222.and adjusted by the National Geodetic Survey in June 1991..
 FD1222
 FD1222.The geoid height was determined by GEOID03.
 FD1222
 FD1222.The dynamic height is computed by dividing the NAVD 88
 FD1222.geopotential number by the normal gravity value computed on the
 FD1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1222.degrees latitude (g = 980.6199 gals.).
 FD1222
 FD1222.The modeled gravity was interpolated from observed gravity values.
 FD1222
 FD1222;                    North         East    Units  Estimated Accuracy
 FD1222;SPC TN       -   136,840.      452,020.      MT  (+/- 180 meters Scaled)
 FD1222
 FD1222                          SUPERSEDED SURVEY CONTROL
 FD1222
 FD1222  NGVD 29 (??/??/92)  295.766  (m)          970.36   (f) ADJ UNCH    1 2
 FD1222
 FD1222.Superseded values are not recommended for survey control.
 FD1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1222.See file dsdata.txt to determine how the superseded data were derived.
 FD1222
 FD1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE427348(NAD 83)
 FD1222_MARKER: DB = BENCH MARK DISK
 FD1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1222_STAMPING: K 31 1934 RESET 1949
 FD1222_MARK LOGO: CGS   
 FD1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1222+STABILITY: SURFACE MOTION
 FD1222
 FD1222  HISTORY     - Date     Condition        Report By
 FD1222  HISTORY     - 1949     MONUMENTED       CGS
 FD1222  HISTORY     - 1953     GOOD             NGS
 FD1222
 FD1222                          STATION DESCRIPTION
 FD1222
 FD1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1222'4.8 MI W FROM HOHENWALD.
 FD1222'ABOUT 4.75 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1222'NATIONAL BANK AT HOHENWALD, 185 YARDS WEST OF THE JUNCTION OF A
 FD1222'GRAVEL ROAD NORTH, 53.5 FEET NORTH OF THE CENTER LINE OF THE
 FD1222'HIGHWAY, 29 FEET EAST OF A 6-INCH HICKORY TREE, 11 FEET
 FD1222'EAST-NORTHEAST OF A TRIPLE TRUNK 3-INCH OAK TREE, 2 FEET EAST OF
 FD1222'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 FD1222'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1222
 FD1222                          STATION RECOVERY (1953)
 FD1222
 FD1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0299 ***********************************************************************
 FD0299  DESIGNATION -  K 32
 FD0299  PID         -  FD0299
 FD0299  STATE/COUNTY-  TN/MARSHALL
 FD0299  USGS QUAD   -  LEWISBURG (1981)
 FD0299
 FD0299                         *CURRENT SURVEY CONTROL
 FD0299  ___________________________________________________________________
 FD0299* NAD 83(1986)-  35 27 00.     (N)    086 47 20.     (W)     SCALED    
 FD0299* NAVD 88     -       224.517  (meters)     736.60   (feet)  ADJUSTED  
 FD0299  ___________________________________________________________________
 FD0299  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0299  DYNAMIC HT  -         224.314 (meters)     735.94  (feet)  COMP
 FD0299  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 FD0299
 FD0299  VERT ORDER  -  FIRST     CLASS II
 FD0299
 FD0299.The horizontal coordinates were scaled from a topographic map and have
 FD0299.an estimated accuracy of +/- 6 seconds.
 FD0299
 FD0299.The orthometric height was determined by differential leveling
 FD0299.and adjusted by the National Geodetic Survey in June 1991..
 FD0299
 FD0299.The geoid height was determined by GEOID03.
 FD0299
 FD0299.The dynamic height is computed by dividing the NAVD 88
 FD0299.geopotential number by the normal gravity value computed on the
 FD0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0299.degrees latitude (g = 980.6199 gals.).
 FD0299
 FD0299.The modeled gravity was interpolated from observed gravity values.
 FD0299
 FD0299;                    North         East    Units  Estimated Accuracy
 FD0299;SPC TN       -   124,180.      528,380.      MT  (+/- 180 meters Scaled)
 FD0299
 FD0299                          SUPERSEDED SURVEY CONTROL
 FD0299
 FD0299  NGVD 29 (??/??/92)  224.494  (m)          736.53   (f) ADJ UNCH    1 2
 FD0299
 FD0299.Superseded values are not recommended for survey control.
 FD0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0299.See file dsdata.txt to determine how the superseded data were derived.
 FD0299
 FD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE191229(NAD 83)
 FD0299_MARKER: DB = BENCH MARK DISK
 FD0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0299_STAMPING: K 32 1934
 FD0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0299+STABILITY: SURFACE MOTION
 FD0299
 FD0299  HISTORY     - Date     Condition        Report By
 FD0299  HISTORY     - 1934     MONUMENTED       CGS
 FD0299  HISTORY     - 1949     GOOD             NGS
 FD0299  HISTORY     - 1966     MARK NOT FOUND   TVA
 FD0299
 FD0299                          STATION DESCRIPTION
 FD0299
 FD0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0299'AT LEWISBURG.
 FD0299'AT LEWISBURG, AT THE NORTHWEST CORNER OF THE PUBLIC SQUARE,
 FD0299'AT THE MINNICH HOTEL, 118 FEET NORTH OF THE NORTHWEST CORNER
 FD0299'OF THE PUBLIC SQUARE, 4 1/2 FEET EAST OF THE EAST WALL OF THE
 FD0299'MINNICH HOTEL, 1 1/2 FEET SOUTH OF THE EXTENDED NORTH LINE OF
 FD0299'THE HOTEL BUILDING, 0.8 FOOT WEST OF THE WEST EDGE OF A SIDE
 FD0299'WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FD0299
 FD0299                          STATION RECOVERY (1966)
 FD0299
 FD0299'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1966
 FD0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0268 ***********************************************************************
 FD0268  DESIGNATION -  K 33
 FD0268  PID         -  FD0268
 FD0268  STATE/COUNTY-  TN/GILES
 FD0268  USGS QUAD   -  TARPLEY (1982)
 FD0268
 FD0268                         *CURRENT SURVEY CONTROL
 FD0268  ___________________________________________________________________
 FD0268* NAD 83(1986)-  35 10 33.     (N)    086 57 33.     (W)     SCALED    
 FD0268* NAVD 88     -       213.434  (meters)     700.24   (feet)  ADJUSTED  
 FD0268  ___________________________________________________________________
 FD0268  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0268  DYNAMIC HT  -         213.234 (meters)     699.59  (feet)  COMP
 FD0268  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 FD0268
 FD0268  VERT ORDER  -  SECOND    CLASS 0
 FD0268
 FD0268.The horizontal coordinates were scaled from a topographic map and have
 FD0268.an estimated accuracy of +/- 6 seconds.
 FD0268
 FD0268.The orthometric height was determined by differential leveling
 FD0268.and adjusted by the National Geodetic Survey in June 1991..
 FD0268
 FD0268.The geoid height was determined by GEOID03.
 FD0268
 FD0268.The dynamic height is computed by dividing the NAVD 88
 FD0268.geopotential number by the normal gravity value computed on the
 FD0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0268.degrees latitude (g = 980.6199 gals.).
 FD0268
 FD0268.The modeled gravity was interpolated from observed gravity values.
 FD0268
 FD0268;                    North         East    Units  Estimated Accuracy
 FD0268;SPC TN       -    93,900.      512,630.      MT  (+/- 180 meters Scaled)
 FD0268
 FD0268                          SUPERSEDED SURVEY CONTROL
 FD0268
 FD0268  NGVD 29 (??/??/92)  213.401  (m)          700.13   (f) ADJ UNCH    2 0
 FD0268
 FD0268.Superseded values are not recommended for survey control.
 FD0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0268.See file dsdata.txt to determine how the superseded data were derived.
 FD0268
 FD0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED037925(NAD 83)
 FD0268_MARKER: DB = BENCH MARK DISK
 FD0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0268_STAMPING: K 33 1934
 FD0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0268+STABILITY: SURFACE MOTION
 FD0268
 FD0268  HISTORY     - Date     Condition        Report By
 FD0268  HISTORY     - 1934     MONUMENTED       CGS
 FD0268
 FD0268                          STATION DESCRIPTION
 FD0268
 FD0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0268'4.8 MI E FROM PULASKI.
 FD0268'4.8 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FD0268'PULASKI, GILES COUNTY, AT AYMETT, 125 FEET EAST OF A GULF SERVICE
 FD0268'STATION, AT THE SOUTHEAST CORNER OF THE J.A. LOYD PROPERTY-LINE
 FD0268'FENCE, AND 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 FD0268'STANDARD DISK, STAMPED K 33 1934 AND SET IN THE TOP OF A CONCRETE
 FD0268'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0815 ***********************************************************************
 FD0815  DESIGNATION -  K 34
 FD0815  PID         -  FD0815
 FD0815  STATE/COUNTY-  TN/LAWRENCE
 FD0815  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0815
 FD0815                         *CURRENT SURVEY CONTROL
 FD0815  ___________________________________________________________________
 FD0815* NAD 83(1986)-  35 14 30.     (N)    087 20 00.     (W)     SCALED    
 FD0815* NAVD 88     -       272.370  (meters)     893.60   (feet)  ADJUSTED  
 FD0815  ___________________________________________________________________
 FD0815  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0815  DYNAMIC HT  -         272.110 (meters)     892.75  (feet)  COMP
 FD0815  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0815
 FD0815  VERT ORDER  -  SECOND    CLASS 0
 FD0815
 FD0815.The horizontal coordinates were scaled from a topographic map and have
 FD0815.an estimated accuracy of +/- 6 seconds.
 FD0815
 FD0815.The orthometric height was determined by differential leveling
 FD0815.and adjusted by the National Geodetic Survey in June 1991..
 FD0815
 FD0815.The geoid height was determined by GEOID03.
 FD0815
 FD0815.The dynamic height is computed by dividing the NAVD 88
 FD0815.geopotential number by the normal gravity value computed on the
 FD0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0815.degrees latitude (g = 980.6199 gals.).
 FD0815
 FD0815.The modeled gravity was interpolated from observed gravity values.
 FD0815
 FD0815;                    North         East    Units  Estimated Accuracy
 FD0815;SPC TN       -   101,610.      478,650.      MT  (+/- 180 meters Scaled)
 FD0815
 FD0815                          SUPERSEDED SURVEY CONTROL
 FD0815
 FD0815  NGVD 29 (??/??/92)  272.330  (m)          893.47   (f) ADJ UNCH    2 0
 FD0815
 FD0815.Superseded values are not recommended for survey control.
 FD0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0815.See file dsdata.txt to determine how the superseded data were derived.
 FD0815
 FD0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD696998(NAD 83)
 FD0815_MARKER: DB = BENCH MARK DISK
 FD0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0815_STAMPING: K 34 1934
 FD0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0815+STABILITY: SURFACE MOTION
 FD0815
 FD0815  HISTORY     - Date     Condition        Report By
 FD0815  HISTORY     - 1934     MONUMENTED       CGS
 FD0815  HISTORY     - 1962     GOOD             NGS
 FD0815  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0815  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0815
 FD0815                          STATION DESCRIPTION
 FD0815
 FD0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0815'AT LAWRENCEBURG.
 FD0815'IN LAWRENCEBURG AT THE MUNICIPAL BUILDING, IN THE TOP OF THE
 FD0815'SOUTHEAST PIER OF THE FOUNDATION FOR THE WATER TANK, 6 FEET
 FD0815'WEST OF THE SOUTHEAST CORNER OF THE MUNICIPAL BUILDING, 6 INCHES
 FD0815'NORTH OF THE EDGE OF THE SIDEWALK AND BUILDING FRONT, AND 6 INCHES
 FD0815'ABOVE THE SIDEWALK.  THE MARK IS NOW BACK IN A NICHE IN THE
 FD0815'BRICK WALL OF THE MUNICIPAL BUILDING AND IS NOT READILY USABLE.
 FD0815'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 FD0815'6 INCHES.  ALMOST COVERED BY WALL OF BUILDING PARTIALLY ACCESSIBLE.
 FD0815
 FD0815                          STATION RECOVERY (1983)
 FD0815
 FD0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0815'NOT RECOVERED, IT WAS REPORTED TO GREGORY F. SMITH BY COURTHOUSE
 FD0815'EMPLOYEES THAT THE OLD MUNICIPAL BUILDING HAS BEEN REMOVED.  BENCH
 FD0815'MARK PROBABLY DESTROYED.
 FD0815
 FD0815                          STATION RECOVERY (2001)
 FD0815
 FD0815'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0815'STATION WAS IN BASE OF A WATER TOWER WHICH WAS DESTROYED IN THE EARLY
 FD0815'1970'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0535 ***********************************************************************
 FE0535  DESIGNATION -  K 35
 FE0535  PID         -  FE0535
 FE0535  STATE/COUNTY-  TN/MCNAIRY
 FE0535  USGS QUAD   -  PURDY (1984)
 FE0535
 FE0535                         *CURRENT SURVEY CONTROL
 FE0535  ___________________________________________________________________
 FE0535* NAD 83(1986)-  35 10 10.     (N)    088 35 34.     (W)     SCALED    
 FE0535* NAVD 88     -       138.735  (meters)     455.17   (feet)  ADJUSTED  
 FE0535  ___________________________________________________________________
 FE0535  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0535  DYNAMIC HT  -         138.606 (meters)     454.74  (feet)  COMP
 FE0535  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 FE0535
 FE0535  VERT ORDER  -  FIRST     CLASS II
 FE0535
 FE0535.The horizontal coordinates were scaled from a topographic map and have
 FE0535.an estimated accuracy of +/- 6 seconds.
 FE0535
 FE0535.The orthometric height was determined by differential leveling
 FE0535.and adjusted by the National Geodetic Survey in June 1991..
 FE0535
 FE0535.The geoid height was determined by GEOID03.
 FE0535
 FE0535.The dynamic height is computed by dividing the NAVD 88
 FE0535.geopotential number by the normal gravity value computed on the
 FE0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0535.degrees latitude (g = 980.6199 gals.).
 FE0535
 FE0535.The modeled gravity was interpolated from observed gravity values.
 FE0535
 FE0535;                    North         East    Units  Estimated Accuracy
 FE0535;SPC TN       -    95,900.      363,820.      MT  (+/- 180 meters Scaled)
 FE0535
 FE0535                          SUPERSEDED SURVEY CONTROL
 FE0535
 FE0535  NGVD 29 (??/??/??)  138.731  (m)          455.15   (f) ADJUSTED    1 2
 FE0535
 FE0535.Superseded values are not recommended for survey control.
 FE0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0535.See file dsdata.txt to determine how the superseded data were derived.
 FE0535
 FE0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD549929(NAD 83)
 FE0535_MARKER: DB = BENCH MARK DISK
 FE0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0535_STAMPING: K 35 1934
 FE0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0535+STABILITY: SURFACE MOTION
 FE0535
 FE0535  HISTORY     - Date     Condition        Report By
 FE0535  HISTORY     - 1934     MONUMENTED       CGS
 FE0535  HISTORY     - 1948     POOR             CGS
 FE0535
 FE0535                          STATION DESCRIPTION
 FE0535
 FE0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0535'AT SELMER.
 FE0535'AT SELMER, AT THE SOUTH CORNER OF THE COURT HOUSE SQUARE, 23 FEET
 FE0535'SOUTH OF THE SOUTH CORNER OF THE COURT HOUSE, 1 FOOT EAST OF THE
 FE0535'SOUTH CORNER OF THE EARLY SETTLERS MONUMENT, ABOUT LEVEL WITH
 FE0535'THE SIDE WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0535'2 INCHES.  NOTE-- A NEW COURT HOUSE IS NOW UNDER CONSTRUCTION
 FE0535'AND MARK MAY BE DISTURBED WHEN OLD COURT HOUSE IS TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0536 ***********************************************************************
 FE0536  DESIGNATION -  K 35 RESET
 FE0536  PID         -  FE0536
 FE0536  STATE/COUNTY-  TN/MCNAIRY
 FE0536  USGS QUAD   -  PURDY (1984)
 FE0536
 FE0536                         *CURRENT SURVEY CONTROL
 FE0536  ___________________________________________________________________
 FE0536* NAD 83(1986)-  35 10 12.     (N)    088 35 34.     (W)     SCALED    
 FE0536* NAVD 88     -       138.167  (meters)     453.30   (feet)  ADJUSTED  
 FE0536  ___________________________________________________________________
 FE0536  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0536  DYNAMIC HT  -         138.038 (meters)     452.88  (feet)  COMP
 FE0536  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 FE0536
 FE0536  VERT ORDER  -  FIRST     CLASS II
 FE0536
 FE0536.The horizontal coordinates were scaled from a topographic map and have
 FE0536.an estimated accuracy of +/- 6 seconds.
 FE0536
 FE0536.The orthometric height was determined by differential leveling
 FE0536.and adjusted by the National Geodetic Survey in June 1991..
 FE0536
 FE0536.The geoid height was determined by GEOID03.
 FE0536
 FE0536.The dynamic height is computed by dividing the NAVD 88
 FE0536.geopotential number by the normal gravity value computed on the
 FE0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0536.degrees latitude (g = 980.6199 gals.).
 FE0536
 FE0536.The modeled gravity was interpolated from observed gravity values.
 FE0536
 FE0536;                    North         East    Units  Estimated Accuracy
 FE0536;SPC TN       -    95,960.      363,830.      MT  (+/- 180 meters Scaled)
 FE0536
 FE0536                          SUPERSEDED SURVEY CONTROL
 FE0536
 FE0536  NGVD 29 (??/??/??)  138.163  (m)          453.29   (f) ADJUSTED    1 2
 FE0536
 FE0536.Superseded values are not recommended for survey control.
 FE0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0536.See file dsdata.txt to determine how the superseded data were derived.
 FE0536
 FE0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD549930(NAD 83)
 FE0536_MARKER: DB = BENCH MARK DISK
 FE0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0536_STAMPING: K 35 1934 RESET 1949
 FE0536_MARK LOGO: CGS   
 FE0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0536+STABILITY: SURFACE MOTION
 FE0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0536+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 FE0536
 FE0536  HISTORY     - Date     Condition        Report By
 FE0536  HISTORY     - 1949     MONUMENTED       CGS
 FE0536  HISTORY     - 1972     GOOD             TVA
 FE0536  HISTORY     - 20020918 GOOD             USACE
 FE0536  HISTORY     - 20060630 GOOD             GEOCAC
 FE0536
 FE0536                          STATION DESCRIPTION
 FE0536
 FE0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0536'AT SELMER.
 FE0536'AT SELMER, AT THE SOUTHEAST ENTRANCE TO THE NEW COURT HOUSE
 FE0536'BUILDING, 29.5 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE
 FE0536'BUILDING, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF THE WALK
 FE0536'LEADING TO THE SOUTHEAST ENTRANCE, 35 FEET EAST OF THE SOUTH
 FE0536'CORNER OF THE BUILDING, ABOUT LEVEL WITH THE SIDE WALK AND SET
 FE0536'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FE0536
 FE0536                          STATION RECOVERY (1972)
 FE0536
 FE0536'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0536'RECOVERED IN GOOD CONDITION.
 FE0536
 FE0536                          STATION RECOVERY (2002)
 FE0536
 FE0536'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0536'MONUMENT IS IN SMALL HEDGE ROW ALONG SIDEWALK.
 FE0536
 FE0536                          STATION RECOVERY (2006)
 FE0536
 FE0536'RECOVERY NOTE BY GEOCACHING 2006 (JIJ)
 FE0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0963 ***********************************************************************
 FD0963  DESIGNATION -  K 36
 FD0963  PID         -  FD0963
 FD0963  STATE/COUNTY-  TN/WAYNE
 FD0963  USGS QUAD   -  EAGLE CREEK (1972)
 FD0963
 FD0963                         *CURRENT SURVEY CONTROL
 FD0963  ___________________________________________________________________
 FD0963* NAD 83(1986)-  35 18 31.     (N)    087 55 07.     (W)     SCALED    
 FD0963* NAVD 88     -       147.067  (meters)     482.50   (feet)  ADJUSTED  
 FD0963  ___________________________________________________________________
 FD0963  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0963  DYNAMIC HT  -         146.931 (meters)     482.06  (feet)  COMP
 FD0963  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 FD0963
 FD0963  VERT ORDER  -  SECOND    CLASS 0
 FD0963
 FD0963.The horizontal coordinates were scaled from a topographic map and have
 FD0963.an estimated accuracy of +/- 6 seconds.
 FD0963
 FD0963.The orthometric height was determined by differential leveling
 FD0963.and adjusted by the National Geodetic Survey in June 1991..
 FD0963
 FD0963.The geoid height was determined by GEOID03.
 FD0963
 FD0963.The dynamic height is computed by dividing the NAVD 88
 FD0963.geopotential number by the normal gravity value computed on the
 FD0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0963.degrees latitude (g = 980.6199 gals.).
 FD0963
 FD0963.The modeled gravity was interpolated from observed gravity values.
 FD0963
 FD0963;                    North         East    Units  Estimated Accuracy
 FD0963;SPC TN       -   109,920.      425,530.      MT  (+/- 180 meters Scaled)
 FD0963
 FD0963                          SUPERSEDED SURVEY CONTROL
 FD0963
 FD0963  NGVD 29 (??/??/92)  147.065  (m)          482.50   (f) ADJ UNCH    2 0
 FD0963
 FD0963.Superseded values are not recommended for survey control.
 FD0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0963.See file dsdata.txt to determine how the superseded data were derived.
 FD0963
 FD0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE164076(NAD 83)
 FD0963_MARKER: DB = BENCH MARK DISK
 FD0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0963_STAMPING: K 36 1934
 FD0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0963+STABILITY: SURFACE MOTION
 FD0963
 FD0963  HISTORY     - Date     Condition        Report By
 FD0963  HISTORY     - 1934     MONUMENTED       CGS
 FD0963  HISTORY     - 1950     GOOD             NGS
 FD0963
 FD0963                          STATION DESCRIPTION
 FD0963
 FD0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0963'10.6 MI W FROM WAYNESBORO.
 FD0963'10.6 MILES WEST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, ABOUT 2
 FD0963'MILES EAST OF THE BRIDGE OVER HARDIN CREEK, 2.0 MILES EAST OF
 FD0963'THE DAVIDSON STORE, IN FRONT OF PHILADELPHIA CHURCH, 20 YARDS
 FD0963'WEST OF THE CENTERLINE OF THE DRIVEWAY, 12 YARDS SOUTH OF THE
 FD0963'CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A STEEL POST
 FD0963'WITH A CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED K 36 1934
 FD0963'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0860 ***********************************************************************
 FD0860  DESIGNATION -  K 37
 FD0860  PID         -  FD0860
 FD0860  STATE/COUNTY-  TN/GILES
 FD0860  USGS QUAD   -  MILKY WAY (1988)
 FD0860
 FD0860                         *CURRENT SURVEY CONTROL
 FD0860  ___________________________________________________________________
 FD0860* NAD 83(1986)-  35 16 00.     (N)    087 04 19.     (W)     SCALED    
 FD0860* NAVD 88     -       217.862  (meters)     714.77   (feet)  ADJUSTED  
 FD0860  ___________________________________________________________________
 FD0860  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD0860  DYNAMIC HT  -         217.658 (meters)     714.10  (feet)  COMP
 FD0860  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 FD0860
 FD0860  VERT ORDER  -  SECOND    CLASS 0
 FD0860
 FD0860.The horizontal coordinates were scaled from a topographic map and have
 FD0860.an estimated accuracy of +/- 6 seconds.
 FD0860
 FD0860.The orthometric height was determined by differential leveling
 FD0860.and adjusted by the National Geodetic Survey in June 1991..
 FD0860
 FD0860.The geoid height was determined by GEOID03.
 FD0860
 FD0860.The dynamic height is computed by dividing the NAVD 88
 FD0860.geopotential number by the normal gravity value computed on the
 FD0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0860.degrees latitude (g = 980.6199 gals.).
 FD0860
 FD0860.The modeled gravity was interpolated from observed gravity values.
 FD0860
 FD0860;                    North         East    Units  Estimated Accuracy
 FD0860;SPC TN       -   104,090.      502,470.      MT  (+/- 180 meters Scaled)
 FD0860
 FD0860                          SUPERSEDED SURVEY CONTROL
 FD0860
 FD0860  NGVD 29 (??/??/92)  217.824  (m)          714.64   (f) ADJ UNCH    2 0
 FD0860
 FD0860.Superseded values are not recommended for survey control.
 FD0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0860.See file dsdata.txt to determine how the superseded data were derived.
 FD0860
 FD0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE934026(NAD 83)
 FD0860_MARKER: DB = BENCH MARK DISK
 FD0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0860_STAMPING: K 37 1934
 FD0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0860+STABILITY: SURFACE MOTION
 FD0860
 FD0860  HISTORY     - Date     Condition        Report By
 FD0860  HISTORY     - 1934     MONUMENTED       CGS
 FD0860
 FD0860                          STATION DESCRIPTION
 FD0860
 FD0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0860'6.2 MI N FROM PULASKI.
 FD0860'6.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0860'FROM THE STATION AT PULASKI, GILES COUNTY, 1.3 MILES NORTHEAST OF
 FD0860'WALES, 40 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 26 FEET
 FD0860'WEST OF THE CENTERLINE OF THE TRACK, 1/2 RAIL NORTH OF A CATTLE
 FD0860'GUARD AND A FENCE, AT AN OFFSET IN THE RIGHT OF WAY FENCE, AND
 FD0860'2 FEET NORTH AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK,
 FD0860'STAMPED K 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1320 ***********************************************************************
 FC1320  DESIGNATION -  K 38
 FC1320  PID         -  FC1320
 FC1320  STATE/COUNTY-  TN/MARION
 FC1320  USGS QUAD   -  ORME (1974)
 FC1320
 FC1320                         *CURRENT SURVEY CONTROL
 FC1320  ___________________________________________________________________
 FC1320* NAD 83(1986)-  35 06 52.     (N)    085 45 07.     (W)     SCALED    
 FC1320* NAVD 88     -       192.216  (meters)     630.63   (feet)  ADJUSTED  
 FC1320  ___________________________________________________________________
 FC1320  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1320  DYNAMIC HT  -         192.029 (meters)     630.02  (feet)  COMP
 FC1320  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 FC1320
 FC1320  VERT ORDER  -  SECOND    CLASS 0
 FC1320
 FC1320.The horizontal coordinates were scaled from a topographic map and have
 FC1320.an estimated accuracy of +/- 6 seconds.
 FC1320
 FC1320.The orthometric height was determined by differential leveling
 FC1320.and adjusted by the National Geodetic Survey in June 1991..
 FC1320
 FC1320.The geoid height was determined by GEOID03.
 FC1320
 FC1320.The dynamic height is computed by dividing the NAVD 88
 FC1320.geopotential number by the normal gravity value computed on the
 FC1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1320.degrees latitude (g = 980.6199 gals.).
 FC1320
 FC1320.The modeled gravity was interpolated from observed gravity values.
 FC1320
 FC1320;                    North         East    Units  Estimated Accuracy
 FC1320;SPC TN       -    86,690.      622,610.      MT  (+/- 180 meters Scaled)
 FC1320
 FC1320                          SUPERSEDED SURVEY CONTROL
 FC1320
 FC1320  NGVD 29 (??/??/92)  192.216  (m)          630.63   (f) ADJ UNCH    2 0
 FC1320
 FC1320.Superseded values are not recommended for survey control.
 FC1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1320.See file dsdata.txt to determine how the superseded data were derived.
 FC1320
 FC1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD137864(NAD 83)
 FC1320_MARKER: DB = BENCH MARK DISK
 FC1320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1320_SP_SET: BRIDGE
 FC1320_STAMPING: K 38 1934
 FC1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1320
 FC1320  HISTORY     - Date     Condition        Report By
 FC1320  HISTORY     - 1934     MONUMENTED       CGS
 FC1320  HISTORY     - 1962     GOOD             NGS
 FC1320
 FC1320                          STATION DESCRIPTION
 FC1320
 FC1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1320'11.5 MI SE FROM MONTEAGLE.
 FC1320'THE MARK WAS RECOVERED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FC1320'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE GO SOUTHEAST
 FC1320'ON U.S. HIGHWAYS 41-64 FOR 11.5 MILES TO THE MARK SET IN THE
 FC1320'NORTHEAST WINGWALL OF A BRIDGE OVER BATTLE CREEK, 12.1 FEET
 FC1320'NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64.  A STANDARD DISK
 FC1320'DRILLED IN A CONCRETE BRIDGE AND ABOUT LEVEL WITH THE HIGHWAY.
 FC1320'NOTE-- BENCH MARK K 246 IS 0.3 MILES EAST OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1163 ***********************************************************************
 FC1163  DESIGNATION -  K 39
 FC1163  PID         -  FC1163
 FC1163  STATE/COUNTY-  TN/HAMILTON
 FC1163  USGS QUAD   -  CHATTANOOGA (1976)
 FC1163
 FC1163                         *CURRENT SURVEY CONTROL
 FC1163  ___________________________________________________________________
 FC1163* NAD 83(1986)-  35 02 42.     (N)    085 16 57.     (W)     SCALED    
 FC1163* NAVD 88     -       203.870  (meters)     668.86   (feet)  ADJUSTED  
 FC1163  ___________________________________________________________________
 FC1163  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1163  DYNAMIC HT  -         203.667 (meters)     668.20  (feet)  COMP
 FC1163  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 FC1163
 FC1163  VERT ORDER  -  FIRST     CLASS II
 FC1163
 FC1163.The horizontal coordinates were scaled from a topographic map and have
 FC1163.an estimated accuracy of +/- 6 seconds.
 FC1163
 FC1163.The orthometric height was determined by differential leveling
 FC1163.and adjusted by the National Geodetic Survey in June 1991..
 FC1163
 FC1163.The geoid height was determined by GEOID03.
 FC1163
 FC1163.The dynamic height is computed by dividing the NAVD 88
 FC1163.geopotential number by the normal gravity value computed on the
 FC1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1163.degrees latitude (g = 980.6199 gals.).
 FC1163
 FC1163.The modeled gravity was interpolated from observed gravity values.
 FC1163
 FC1163;                    North         East    Units  Estimated Accuracy
 FC1163;SPC TN       -    79,200.      665,470.      MT  (+/- 180 meters Scaled)
 FC1163
 FC1163                          SUPERSEDED SURVEY CONTROL
 FC1163
 FC1163  NGVD 29 (??/??/92)  203.909  (m)          668.99   (f) ADJ UNCH    1 2
 FC1163
 FC1163.Superseded values are not recommended for survey control.
 FC1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1163.See file dsdata.txt to determine how the superseded data were derived.
 FC1163
 FC1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD566793(NAD 83)
 FC1163_MARKER: DB = BENCH MARK DISK
 FC1163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1163_SP_SET: PIER
 FC1163_STAMPING: K 39 1934
 FC1163_MARK LOGO: CGS   
 FC1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1163
 FC1163  HISTORY     - Date     Condition        Report By
 FC1163  HISTORY     - 1934     MONUMENTED       CGS
 FC1163  HISTORY     - 1950     GOOD             NGS
 FC1163  HISTORY     - 1983     GOOD             NGS
 FC1163  HISTORY     - 20000114 GOOD             USPSQD
 FC1163
 FC1163                          STATION DESCRIPTION
 FC1163
 FC1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1163'AT CHATTANOOGA.
 FC1163'AT CHATTANOOGA, AT EAST THIRD STREET VIADUCT OVER THE SOUTHERN RAILWAY
 FC1163'YARD, SET VERTICALLY IN THE WEST FACE OF THE NORTH LEG OF THE
 FC1163'CONCRETE PIER UNDER EAST END OF STEEL VIADUCT, 30 1/2 FEET EAST OF
 FC1163'THE EXTREME EAST RAIL OF RAILWAY YARD AND ABOUT 2 FEET BELOW THE
 FC1163'TRACK.
 FC1163
 FC1163                          STATION RECOVERY (1983)
 FC1163
 FC1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1163'RECOVERED IN GOOD CONDITION.
 FC1163
 FC1163                          STATION RECOVERY (2000)
 FC1163
 FC1163'RECOVERY NOTE BY US POWER SQUADRON 2000
 FC1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1267 ***********************************************************************
 GA1267  DESIGNATION -  K 4
 GA1267  PID         -  GA1267
 GA1267  STATE/COUNTY-  TN/HAWKINS
 GA1267  USGS QUAD   -  CHURCH HILL (1991)
 GA1267
 GA1267                         *CURRENT SURVEY CONTROL
 GA1267  ___________________________________________________________________
 GA1267* NAD 83(1986)-  36 35 21.     (N)    082 38 09.     (W)     SCALED    
 GA1267* NAVD 88     -       407.791  (meters)    1337.89   (feet)  ADJUSTED  
 GA1267  ___________________________________________________________________
 GA1267  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA1267  DYNAMIC HT  -         407.426 (meters)    1336.70  (feet)  COMP
 GA1267  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 GA1267
 GA1267  VERT ORDER  -  FIRST     CLASS I
 GA1267
 GA1267.The horizontal coordinates were scaled from a topographic map and have
 GA1267.an estimated accuracy of +/- 6 seconds.
 GA1267
 GA1267.The orthometric height was determined by differential leveling
 GA1267.and adjusted by the National Geodetic Survey in June 1991..
 GA1267
 GA1267.The geoid height was determined by GEOID03.
 GA1267
 GA1267.The dynamic height is computed by dividing the NAVD 88
 GA1267.geopotential number by the normal gravity value computed on the
 GA1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1267.degrees latitude (g = 980.6199 gals.).
 GA1267
 GA1267.The modeled gravity was interpolated from observed gravity values.
 GA1267
 GA1267;                    North         East    Units  Estimated Accuracy
 GA1267;SPC TN       -   255,470.      901,010.      MT  (+/- 180 meters Scaled)
 GA1267
 GA1267                          SUPERSEDED SURVEY CONTROL
 GA1267
 GA1267  NGVD 29 (??/??/92)  407.934  (m)         1338.36   (f) ADJ UNCH    1 1
 GA1267
 GA1267.Superseded values are not recommended for survey control.
 GA1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1267.See file dsdata.txt to determine how the superseded data were derived.
 GA1267
 GA1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA536505(NAD 83)
 GA1267_MARKER: DB = BENCH MARK DISK
 GA1267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1267_SP_SET: OVERPASS
 GA1267_STAMPING: K 4 1930 1338.616
 GA1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1267
 GA1267  HISTORY     - Date     Condition        Report By
 GA1267  HISTORY     - 1930     MONUMENTED       CGS
 GA1267  HISTORY     - 1967     GOOD             NGS
 GA1267
 GA1267                          STATION DESCRIPTION
 GA1267
 GA1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1267'7.7 MI NE FROM CHURCH HILL.
 GA1267'ABOUT 7.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1267'RAILROAD FROM THE STATION AT CHURCH HILL, 5 1/2 FEET SOUTHEAST
 GA1267'OF THE SOUTHEAST RAIL OF THE SOUTHERN RAILWAY COMPANY TRACK, SET
 GA1267'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 GA1267'ABUTMENT OF THE SOUTHERN RAILWAY COMPANY RAILROAD OVERPASS FOR THE
 GA1267'CLINCHFIELD RAILROAD COMPANY RAILROAD, 3.3 FEET NORTHWEST OF
 GA1267'THE SOUTHEAST END OF THE ABUTMENT, AND ABOUT 2 FEET BELOW THE
 GA1267'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1152 ***********************************************************************
 FC1152  DESIGNATION -  K 40
 FC1152  PID         -  FC1152
 FC1152  STATE/COUNTY-  TN/HAMILTON
 FC1152  USGS QUAD   -  WAUHATCHIE (1976)
 FC1152
 FC1152                         *CURRENT SURVEY CONTROL
 FC1152  ___________________________________________________________________
 FC1152* NAD 83(1986)-  35 07 28.     (N)    085 23 26.     (W)     SCALED    
 FC1152* NAVD 88     -       201.858  (meters)     662.26   (feet)  ADJUSTED  
 FC1152  ___________________________________________________________________
 FC1152  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 FC1152  DYNAMIC HT  -         201.654 (meters)     661.59  (feet)  COMP
 FC1152  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 FC1152
 FC1152  VERT ORDER  -  SECOND    CLASS 0
 FC1152
 FC1152.The horizontal coordinates were scaled from a topographic map and have
 FC1152.an estimated accuracy of +/- 6 seconds.
 FC1152
 FC1152.The orthometric height was determined by differential leveling
 FC1152.and adjusted by the National Geodetic Survey in June 1991..
 FC1152
 FC1152.The geoid height was determined by GEOID03.
 FC1152
 FC1152.The dynamic height is computed by dividing the NAVD 88
 FC1152.geopotential number by the normal gravity value computed on the
 FC1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1152.degrees latitude (g = 980.6199 gals.).
 FC1152
 FC1152.The modeled gravity was interpolated from observed gravity values.
 FC1152
 FC1152;                    North         East    Units  Estimated Accuracy
 FC1152;SPC TN       -    87,950.      655,550.      MT  (+/- 180 meters Scaled)
 FC1152
 FC1152                          SUPERSEDED SURVEY CONTROL
 FC1152
 FC1152  NGVD 29 (??/??/92)  201.882  (m)          662.34   (f) ADJ UNCH    2 0
 FC1152
 FC1152.Superseded values are not recommended for survey control.
 FC1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1152.See file dsdata.txt to determine how the superseded data were derived.
 FC1152
 FC1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD466880(NAD 83)
 FC1152_MARKER: DB = BENCH MARK DISK
 FC1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1152_SP_SET: WATER TABLE
 FC1152_STAMPING: K 40 1934
 FC1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1152
 FC1152  HISTORY     - Date     Condition        Report By
 FC1152  HISTORY     - 1934     MONUMENTED       CGS
 FC1152  HISTORY     - 1969     MARK NOT FOUND   TVA
 FC1152
 FC1152                          STATION DESCRIPTION
 FC1152
 FC1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1152'8.2 MI W FROM CHATTANOOGA.
 FC1152'8.2 MILES WEST ALONG STATE HIGHWAY 27 FROM THE MARKET STREET
 FC1152'BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA, HAMILTON COUNTY,
 FC1152'0.8 MILE EAST OF THE HAMILTON-MARION COUNTY LINE, AT THE GENERAL
 FC1152'STORE OWNED IN 1934 BY LUSH AND SON, AT THE SOUTHWEST CORNER
 FC1152'OF THE CONCRETE BRIDGE OVER SUCK CREEK, AND IN THE TOP OF THE
 FC1152'WATER TABLE.  A STANDARD DISK, STAMPED K 40 1934.
 FC1152
 FC1152                          STATION RECOVERY (1969)
 FC1152
 FC1152'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1969
 FC1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1206 ***********************************************************************
 FC1206  DESIGNATION -  K 41
 FC1206  PID         -  FC1206
 FC1206  STATE/COUNTY-  TN/HAMILTON
 FC1206  USGS QUAD   -  WAUHATCHIE (1976)
 FC1206
 FC1206                         *CURRENT SURVEY CONTROL
 FC1206  ___________________________________________________________________
 FC1206* NAD 83(1986)-  35 00 27.     (N)    085 22 32.     (W)     SCALED    
 FC1206* NAVD 88     -       203.271  (meters)     666.90   (feet)  ADJUSTED  
 FC1206  ___________________________________________________________________
 FC1206  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FC1206  DYNAMIC HT  -         203.069 (meters)     666.24  (feet)  COMP
 FC1206  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 FC1206
 FC1206  VERT ORDER  -  FIRST     CLASS II
 FC1206
 FC1206.The horizontal coordinates were scaled from a topographic map and have
 FC1206.an estimated accuracy of +/- 6 seconds.
 FC1206
 FC1206.The orthometric height was determined by differential leveling
 FC1206.and adjusted by the National Geodetic Survey in June 1991..
 FC1206
 FC1206.The geoid height was determined by GEOID03.
 FC1206
 FC1206.The dynamic height is computed by dividing the NAVD 88
 FC1206.geopotential number by the normal gravity value computed on the
 FC1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1206.degrees latitude (g = 980.6199 gals.).
 FC1206
 FC1206.The modeled gravity was interpolated from observed gravity values.
 FC1206
 FC1206;                    North         East    Units  Estimated Accuracy
 FC1206;SPC TN       -    74,980.      657,000.      MT  (+/- 180 meters Scaled)
 FC1206
 FC1206                          SUPERSEDED SURVEY CONTROL
 FC1206
 FC1206  NGVD 29 (??/??/92)  203.229  (m)          666.76   (f) ADJ UNCH    1 2
 FC1206
 FC1206.Superseded values are not recommended for survey control.
 FC1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1206.See file dsdata.txt to determine how the superseded data were derived.
 FC1206
 FC1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD482750(NAD 83)
 FC1206_MARKER: DB = BENCH MARK DISK
 FC1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1206_STAMPING: K 41 1934
 FC1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1206+STABILITY: SURFACE MOTION
 FC1206
 FC1206  HISTORY     - Date     Condition        Report By
 FC1206  HISTORY     - 1934     MONUMENTED       CGS
 FC1206  HISTORY     - 1950     GOOD             NGS
 FC1206  HISTORY     - 1962     GOOD             NGS
 FC1206  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1206
 FC1206                          STATION DESCRIPTION
 FC1206
 FC1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1206'IN WAUHATCHIE.
 FC1206'IN WAUHATCHIE, BETWEEN THE ALABAMA GREAT SOUTHERN AND THE
 FC1206'NASHVILLE, CHATTANOOGA AND ST LOUIS RAILWAY TRACKS, 30.5 FEET
 FC1206'WEST-SOUTHWEST OF THE WEST CORNER OF THE INTERLOCKING TOWER FOR
 FC1206'THE TWO RAILROADS, 46 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL
 FC1206'OF THE SOUTH BOUND TRACK OF THE A.G.S., 47 FEET SOUTHEAST OF THE
 FC1206'SOUTHEAST RAIL OF A CROSSOVER TRACK THAT CONNECTS THE TWO RAILROADS,
 FC1206'1 1/2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST, 1 FOOT
 FC1206'BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 FC1206'WITH THE GROUND.
 FC1206
 FC1206                          STATION RECOVERY (1962)
 FC1206
 FC1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1206'RECOVERED IN GOOD CONDITION.
 FC1206
 FC1206                          STATION RECOVERY (1983)
 FC1206
 FC1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1206'NOT RECOVERED, PROBABLY DESTROYED BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0978 ***********************************************************************
 FC0978  DESIGNATION -  K 42
 FC0978  PID         -  FC0978
 FC0978  STATE/COUNTY-  TN/BLEDSOE
 FC0978  USGS QUAD   -  BILLINGSLEY GAP (1976)
 FC0978
 FC0978                         *CURRENT SURVEY CONTROL
 FC0978  ___________________________________________________________________
 FC0978* NAD 83(1986)-  35 40 42.     (N)    085 07 53.     (W)     SCALED    
 FC0978* NAVD 88     -       273.040  (meters)     895.80   (feet)  ADJUSTED  
 FC0978  ___________________________________________________________________
 FC0978  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 FC0978  DYNAMIC HT  -         272.784 (meters)     894.96  (feet)  COMP
 FC0978  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 FC0978
 FC0978  VERT ORDER  -  SECOND    CLASS 0
 FC0978
 FC0978.The horizontal coordinates were scaled from a topographic map and have
 FC0978.an estimated accuracy of +/- 6 seconds.
 FC0978
 FC0978.The orthometric height was determined by differential leveling
 FC0978.and adjusted by the National Geodetic Survey in June 1991..
 FC0978
 FC0978.The geoid height was determined by GEOID03.
 FC0978
 FC0978.The dynamic height is computed by dividing the NAVD 88
 FC0978.geopotential number by the normal gravity value computed on the
 FC0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0978.degrees latitude (g = 980.6199 gals.).
 FC0978
 FC0978.The modeled gravity was interpolated from observed gravity values.
 FC0978
 FC0978;                    North         East    Units  Estimated Accuracy
 FC0978;SPC TN       -   149,580.      678,630.      MT  (+/- 180 meters Scaled)
 FC0978
 FC0978                          SUPERSEDED SURVEY CONTROL
 FC0978
 FC0978  NGVD 29 (??/??/92)  273.090  (m)          895.96   (f) ADJ UNCH    2 0
 FC0978
 FC0978.Superseded values are not recommended for survey control.
 FC0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0978.See file dsdata.txt to determine how the superseded data were derived.
 FC0978
 FC0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE691498(NAD 83)
 FC0978_MARKER: DB = BENCH MARK DISK
 FC0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0978_STAMPING: K 42 1934
 FC0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0978+STABILITY: SURFACE MOTION
 FC0978
 FC0978  HISTORY     - Date     Condition        Report By
 FC0978  HISTORY     - 1934     MONUMENTED       CGS
 FC0978  HISTORY     - 1935     GOOD             NGS
 FC0978
 FC0978                          STATION DESCRIPTION
 FC0978
 FC0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FC0978'6.2 MI N FROM PIKEVILLE.
 FC0978'6.2 MILES NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0978'COUNTY, 35 YARDS EAST OF A DIRT-ROAD CROSSING, 22 YARDS SOUTHEAST
 FC0978'OF THE SOUTHEAST CORNER OF T.T. BROWNS HOUSE, 30 FEET NORTH
 FC0978'OF THE CENTERLINE OF THE HIGHWAY, 9 FEET NORTH OF A WIRE FENCE,
 FC0978'AND 2 FEET WEST OF A WOODEN FENCE.  A STANDARD DISK, STAMPED
 FC0978'K 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1023 ***********************************************************************
 FC1023  DESIGNATION -  K 43
 FC1023  PID         -  FC1023
 FC1023  STATE/COUNTY-  TN/VAN BUREN
 FC1023  USGS QUAD   -  SPENCER (1974)
 FC1023
 FC1023                         *CURRENT SURVEY CONTROL
 FC1023  ___________________________________________________________________
 FC1023* NAD 83(1986)-  35 44 01.     (N)    085 25 09.     (W)     SCALED    
 FC1023* NAVD 88     -       439.437  (meters)    1441.72   (feet)  ADJUSTED  
 FC1023  ___________________________________________________________________
 FC1023  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FC1023  DYNAMIC HT  -         439.030 (meters)    1440.38  (feet)  COMP
 FC1023  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC1023
 FC1023  VERT ORDER  -  SECOND    CLASS 0
 FC1023
 FC1023.The horizontal coordinates were scaled from a topographic map and have
 FC1023.an estimated accuracy of +/- 6 seconds.
 FC1023
 FC1023.The orthometric height was determined by differential leveling
 FC1023.and adjusted by the National Geodetic Survey in June 1991..
 FC1023
 FC1023.The geoid height was determined by GEOID03.
 FC1023
 FC1023.The dynamic height is computed by dividing the NAVD 88
 FC1023.geopotential number by the normal gravity value computed on the
 FC1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1023.degrees latitude (g = 980.6199 gals.).
 FC1023
 FC1023.The modeled gravity was interpolated from observed gravity values.
 FC1023
 FC1023;                    North         East    Units  Estimated Accuracy
 FC1023;SPC TN       -   155,520.      652,540.      MT  (+/- 180 meters Scaled)
 FC1023
 FC1023                          SUPERSEDED SURVEY CONTROL
 FC1023
 FC1023  NGVD 29 (??/??/92)  439.488  (m)         1441.89   (f) ADJ UNCH    2 0
 FC1023
 FC1023.Superseded values are not recommended for survey control.
 FC1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1023.See file dsdata.txt to determine how the superseded data were derived.
 FC1023
 FC1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE429555(NAD 83)
 FC1023_MARKER: DB = BENCH MARK DISK
 FC1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1023_STAMPING: K 43 1934
 FC1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1023+STABILITY: SURFACE MOTION
 FC1023
 FC1023  HISTORY     - Date     Condition        Report By
 FC1023  HISTORY     - 1934     MONUMENTED       CGS
 FC1023  HISTORY     - 1952     MARK NOT FOUND   NGS
 FC1023
 FC1023                          STATION DESCRIPTION
 FC1023
 FC1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1023'3 MI S FROM SPENCER.
 FC1023'3.0 MILES SOUTH ALONG STATE HIGHWAY 30 FROM SPENCER, VAN BUREN
 FC1023'COUNTY, ON THE NORTH SIDE OF A TURN IN THE HIGHWAY, 50 FEET EAST
 FC1023'OF A ROCK WALL, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FC1023'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 FC1023'STAMPED K 43 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FC1023'IT WAS REPORTED IN MAY 1944 THAT THIS MARK HAS BEEN DISTURBED
 FC1023'BY AN EARTH SLIDE AND WILL PROBABLY BE LOST THE NEXT TIME A
 FC1023'GRADER WORKS THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2312 ***********************************************************************
 GA2312  DESIGNATION -  K 45
 GA2312  PID         -  GA2312
 GA2312  STATE/COUNTY-  TN/KNOX
 GA2312  USGS QUAD   -  JOHN SEVIER (1992)
 GA2312
 GA2312                         *CURRENT SURVEY CONTROL
 GA2312  ___________________________________________________________________
 GA2312* NAD 83(1986)-  36 06 57.     (N)    083 49 33.     (W)     SCALED    
 GA2312* NAVD 88     -       320.434  (meters)    1051.29   (feet)  POSTED    
 GA2312  ___________________________________________________________________
 GA2312  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2312  DYNAMIC HT  -         320.140 (meters)    1050.33  (feet)  COMP
 GA2312  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 GA2312
 GA2312  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA2312
 GA2312.The horizontal coordinates were scaled from a topographic map and have
 GA2312.an estimated accuracy of +/- 6 seconds.
 GA2312
 GA2312.The orthometric height was determined by differential leveling
 GA2312.and adjusted by the National Geodetic Survey in 1992..
 GA2312.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA2312.rate of 4.1 thru 8.0 mm/km.
 GA2312
 GA2312.The geoid height was determined by GEOID03.
 GA2312
 GA2312.The dynamic height is computed by dividing the NAVD 88
 GA2312.geopotential number by the normal gravity value computed on the
 GA2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2312.degrees latitude (g = 980.6199 gals.).
 GA2312
 GA2312.The modeled gravity was interpolated from observed gravity values.
 GA2312
 GA2312;                    North         East    Units  Estimated Accuracy
 GA2312;SPC TN       -   199,940.      795,720.      MT  (+/- 180 meters Scaled)
 GA2312
 GA2312                          SUPERSEDED SURVEY CONTROL
 GA2312
 GA2312  NGVD 29 (??/??/92)  320.519  (m)         1051.57   (f) ADJ UNCH    2 0
 GA2312
 GA2312.Superseded values are not recommended for survey control.
 GA2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2312.See file dsdata.txt to determine how the superseded data were derived.
 GA2312
 GA2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA456004(NAD 83)
 GA2312_MARKER: DB = BENCH MARK DISK
 GA2312_SETTING: 66 = SET IN ROCK OUTCROP
 GA2312_SP_SET: ROCK OUTCROP
 GA2312_STAMPING: K 45 1934
 GA2312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2312+STABILITY: POSITION/ELEVATION WELL
 GA2312
 GA2312  HISTORY     - Date     Condition        Report By
 GA2312  HISTORY     - 1934     MONUMENTED       CGS
 GA2312  HISTORY     - 1950     GOOD             NGS
 GA2312
 GA2312                          STATION DESCRIPTION
 GA2312
 GA2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2312'2.1 MI N FROM MALONEYVILLE.
 GA2312'2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2312'MALONEYVILLE, KNOX COUNTY, 31-1/2 RAILS SOUTH OF MILEPOST 14,
 GA2312'AT THE EDGE OF A 10-FOOT CUT, 7 FEET EAST OF THE EAST RAIL, 12
 GA2312'FEET WEST OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF AN 8- BY
 GA2312'10-FOOT ROCK OUTCROP, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 GA2312'STAMPED K 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2690 ***********************************************************************
 GA2690  DESIGNATION -  K 46
 GA2690  PID         -  GA2690
 GA2690  STATE/COUNTY-  TN/CLAIBORNE
 GA2690  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2690
 GA2690                         *CURRENT SURVEY CONTROL
 GA2690  ___________________________________________________________________
 GA2690* NAD 83(1986)-  36 31 28.     (N)    083 40 59.     (W)     SCALED    
 GA2690* NAVD 88     -       345.437  (meters)    1133.32   (feet)  ADJUSTED  
 GA2690  ___________________________________________________________________
 GA2690  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA2690  DYNAMIC HT  -         345.130 (meters)    1132.31  (feet)  COMP
 GA2690  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 GA2690
 GA2690  VERT ORDER  -  SECOND    CLASS 0
 GA2690
 GA2690.The horizontal coordinates were scaled from a topographic map and have
 GA2690.an estimated accuracy of +/- 6 seconds.
 GA2690
 GA2690.The orthometric height was determined by differential leveling
 GA2690.and adjusted by the National Geodetic Survey in June 1991..
 GA2690
 GA2690.The geoid height was determined by GEOID03.
 GA2690
 GA2690.The dynamic height is computed by dividing the NAVD 88
 GA2690.geopotential number by the normal gravity value computed on the
 GA2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2690.degrees latitude (g = 980.6199 gals.).
 GA2690
 GA2690.The modeled gravity was interpolated from observed gravity values.
 GA2690
 GA2690;                    North         East    Units  Estimated Accuracy
 GA2690;SPC TN       -   245,570.      807,500.      MT  (+/- 180 meters Scaled)
 GA2690
 GA2690                          SUPERSEDED SURVEY CONTROL
 GA2690
 GA2690  NGVD 29 (??/??/92)  345.578  (m)         1133.78   (f) ADJ UNCH    2 0
 GA2690
 GA2690.Superseded values are not recommended for survey control.
 GA2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2690.See file dsdata.txt to determine how the superseded data were derived.
 GA2690
 GA2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA597454(NAD 83)
 GA2690_MARKER: DB = BENCH MARK DISK
 GA2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2690_STAMPING: K 46 1934
 GA2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2690+STABILITY: SURFACE MOTION
 GA2690
 GA2690  HISTORY     - Date     Condition        Report By
 GA2690  HISTORY     - 1934     MONUMENTED       CGS
 GA2690  HISTORY     - 1955     MARK NOT FOUND   TVA
 GA2690
 GA2690                          STATION DESCRIPTION
 GA2690
 GA2690'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1955
 GA2690'2 MI S FROM ARTHUR.
 GA2690'2.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2690'ARTHUR, CLAIBORNE COUNTY, NEAR MILEAGE 59.2, 18 RAILS NORTH OF
 GA2690'TRESTLE 58.9, ABOUT 200 YARDS NORTHWEST OF A FARMHOUSE IN A
 GA2690'VALLEY, 30 FEET SOUTH OF A WOODEN-BOX CULVERT UNDER THE TRACK, 30
 GA2690'FEET NORTH OF THE CROSSING OF A FARM ROAD, 20 FEET WEST OF THE
 GA2690'TRACK, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GA2690'STAMPED K 46 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA2690'8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1154 ***********************************************************************
 FB1154  DESIGNATION -  K 47
 FB1154  PID         -  FB1154
 FB1154  STATE/COUNTY-  TN/JEFFERSON
 FB1154  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1154
 FB1154                         *CURRENT SURVEY CONTROL
 FB1154  ___________________________________________________________________
 FB1154* NAD 83(1986)-  35 55 48.     (N)    083 20 24.     (W)     SCALED    
 FB1154* NAVD 88     -       326.524  (meters)    1071.27   (feet)  ADJUSTED  
 FB1154  ___________________________________________________________________
 FB1154  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1154  DYNAMIC HT  -         326.216 (meters)    1070.26  (feet)  COMP
 FB1154  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 FB1154
 FB1154  VERT ORDER  -  SECOND    CLASS 0
 FB1154
 FB1154.The horizontal coordinates were scaled from a topographic map and have
 FB1154.an estimated accuracy of +/- 6 seconds.
 FB1154
 FB1154.The orthometric height was determined by differential leveling
 FB1154.and adjusted by the National Geodetic Survey in June 1991..
 FB1154
 FB1154.The geoid height was determined by GEOID03.
 FB1154
 FB1154.The dynamic height is computed by dividing the NAVD 88
 FB1154.geopotential number by the normal gravity value computed on the
 FB1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1154.degrees latitude (g = 980.6199 gals.).
 FB1154
 FB1154.The modeled gravity was interpolated from observed gravity values.
 FB1154
 FB1154;                    North         East    Units  Estimated Accuracy
 FB1154;SPC TN       -   180,410.      840,010.      MT  (+/- 180 meters Scaled)
 FB1154
 FB1154                          SUPERSEDED SURVEY CONTROL
 FB1154
 FB1154  NGVD 29 (??/??/92)  326.680  (m)         1071.78   (f) ADJ UNCH    2 0
 FB1154
 FB1154.Superseded values are not recommended for survey control.
 FB1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1154.See file dsdata.txt to determine how the superseded data were derived.
 FB1154
 FB1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV888787(NAD 83)
 FB1154_MARKER: DB = BENCH MARK DISK
 FB1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1154_STAMPING: K 47 1934
 FB1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1154+STABILITY: SURFACE MOTION
 FB1154
 FB1154  HISTORY     - Date     Condition        Report By
 FB1154  HISTORY     - 1934     MONUMENTED       CGS
 FB1154  HISTORY     - 1936     GOOD             NGS
 FB1154  HISTORY     - 1968     POOR             TNDT
 FB1154
 FB1154                          STATION DESCRIPTION
 FB1154
 FB1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1154'10 MI W FROM NEWPORT.
 FB1154'IN JEFFERSON COUNTY, 10.0 MILES WEST ALONG U.S. HIGHWAY 35 FROM
 FB1154'NEWPORT, COCKE COUNTY, AT CHESTNUT HILL, JEFFERSON COUNTY, 98.4
 FB1154'FEET NORTHWEST OF NORTHWEST CORNER OF BUSH BROTHERS OFFICE, 30
 FB1154'FEET NORTH OF THE CENTER OF THE JUNCTION WITH U.S. HIGHWAY 70,
 FB1154'EAST OF STATE HIGHWAY 35, AND 3 FEET NORTH OF THE SOUTHWEST
 FB1154'CORNER OF THE RED WAREHOUSE, 21.8 FEET NORTHEAST OF SOUTHEAST
 FB1154'CORNER OF BUSH BROTHERS WAREHOUSE NO. 2, 1/2 FEET WEST OF WEST
 FB1154'SIDE OF WAREHOUSE NO. 3 AND 0.1 FOOT UNDER GROUND AND 1/2 FOOT
 FB1154'SOUTH OF STEEL WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A
 FB1154'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- AMEND
 FB1154'JUNCTION WITH U.S. HIGHWAY 70 TO READ JUNCTION OF STATE HIGHWAY
 FB1154'35 AND CHESTNUT HILL TO DANDRIDGE ROAD.  RED WAREHOUSE IN
 FB1154'BULLETIN IS BUSH BROTHERS WAREHOUSE NO. 3.  ADD S 24 E 98.4 FT
 FB1154'TO NW CORNER OF BUSH BROTHERS OFFICE, S 48 W 21.8 FT TO SE CORNER
 FB1154'OF BUSH BROTHERS WAREHOUSE NO. 2, 0.5 FEET WEST OF WEST SIDE OF
 FB1154'BUSH BROTHERS WAREHOUSE NO. 3.  MONUMENT IS 0.1 FOOT UNDERGROUND.
 FB1154'SIGN SET 0.5 FEET NORTH OF MONUMENT.
 FB1154
 FB1154                          STATION RECOVERY (1968)
 FB1154
 FB1154'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1154'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0966 ***********************************************************************
 GB0966  DESIGNATION -  K 48
 GB0966  PID         -  GB0966
 GB0966  STATE/COUNTY-  TN/FENTRESS
 GB0966  USGS QUAD   -  GRIMSLEY (1984)
 GB0966
 GB0966                         *CURRENT SURVEY CONTROL
 GB0966  ___________________________________________________________________
 GB0966* NAD 83(1986)-  36 19 03.     (N)    084 58 03.     (W)     SCALED    
 GB0966* NAVD 88     -       527.647  (meters)    1731.12   (feet)  ADJUSTED  
 GB0966  ___________________________________________________________________
 GB0966  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GB0966  DYNAMIC HT  -         527.175 (meters)    1729.57  (feet)  COMP
 GB0966  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GB0966
 GB0966  VERT ORDER  -  SECOND    CLASS 0
 GB0966
 GB0966.The horizontal coordinates were scaled from a topographic map and have
 GB0966.an estimated accuracy of +/- 6 seconds.
 GB0966
 GB0966.The orthometric height was determined by differential leveling
 GB0966.and adjusted by the National Geodetic Survey in June 1991..
 GB0966
 GB0966.The geoid height was determined by GEOID03.
 GB0966
 GB0966.The dynamic height is computed by dividing the NAVD 88
 GB0966.geopotential number by the normal gravity value computed on the
 GB0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0966.degrees latitude (g = 980.6199 gals.).
 GB0966
 GB0966.The modeled gravity was interpolated from observed gravity values.
 GB0966
 GB0966;                    North         East    Units  Estimated Accuracy
 GB0966;SPC TN       -   220,630.      692,720.      MT  (+/- 180 meters Scaled)
 GB0966
 GB0966                          SUPERSEDED SURVEY CONTROL
 GB0966
 GB0966  NGVD 29 (??/??/92)  527.739  (m)         1731.42   (f) ADJ UNCH    2 0
 GB0966
 GB0966.Superseded values are not recommended for survey control.
 GB0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0966.See file dsdata.txt to determine how the superseded data were derived.
 GB0966
 GB0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF824210(NAD 83)
 GB0966_MARKER: DB = BENCH MARK DISK
 GB0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0966_STAMPING: K 48 1934
 GB0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0966+STABILITY: SURFACE MOTION
 GB0966
 GB0966  HISTORY     - Date     Condition        Report By
 GB0966  HISTORY     - 1934     MONUMENTED       CGS
 GB0966
 GB0966                          STATION DESCRIPTION
 GB0966
 GB0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0966'3.8 MI NE FROM GRIMSLEY.
 GB0966'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM GRIMSLEY,
 GB0966'FENTRESS COUNTY, ACROSS THE HIGHWAY FROM THE W.F. HAMMICKS
 GB0966'RESIDENCE, AT THE TIMBERLINE, AND 40 FEET EAST OF THE CENTERLINE
 GB0966'OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 48 1934 AND SET
 GB0966'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0581 ***********************************************************************
 GB0581  DESIGNATION -  K 50
 GB0581  PID         -  GB0581
 GB0581  STATE/COUNTY-  TN/ANDERSON
 GB0581  USGS QUAD   -  LAKE CITY (1973)
 GB0581
 GB0581                         *CURRENT SURVEY CONTROL
 GB0581  ___________________________________________________________________
 GB0581* NAD 83(1986)-  36 10 05.     (N)    084 07 46.     (W)     SCALED    
 GB0581* NAVD 88     -       256.644  (meters)     842.01   (feet)  ADJUSTED  
 GB0581  ___________________________________________________________________
 GB0581  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB0581  DYNAMIC HT  -         256.413 (meters)     841.25  (feet)  COMP
 GB0581  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0581
 GB0581  VERT ORDER  -  SECOND    CLASS 0
 GB0581
 GB0581.The horizontal coordinates were scaled from a topographic map and have
 GB0581.an estimated accuracy of +/- 6 seconds.
 GB0581
 GB0581.The orthometric height was determined by differential leveling
 GB0581.and adjusted by the National Geodetic Survey in June 1991..
 GB0581
 GB0581.The geoid height was determined by GEOID03.
 GB0581
 GB0581.The dynamic height is computed by dividing the NAVD 88
 GB0581.geopotential number by the normal gravity value computed on the
 GB0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0581.degrees latitude (g = 980.6199 gals.).
 GB0581
 GB0581.The modeled gravity was interpolated from observed gravity values.
 GB0581
 GB0581;                    North         East    Units  Estimated Accuracy
 GB0581;SPC TN       -   205,170.      768,280.      MT  (+/- 180 meters Scaled)
 GB0581
 GB0581                          SUPERSEDED SURVEY CONTROL
 GB0581
 GB0581  NGVD 29 (??/??/92)  256.780  (m)          842.45   (f) ADJ UNCH    2 0
 GB0581
 GB0581.Superseded values are not recommended for survey control.
 GB0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0581.See file dsdata.txt to determine how the superseded data were derived.
 GB0581
 GB0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF581064(NAD 83)
 GB0581_MARKER: DB = BENCH MARK DISK
 GB0581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0581_SP_SET: FOUNDATION
 GB0581_STAMPING: K 50 1934
 GB0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0581
 GB0581  HISTORY     - Date     Condition        Report By
 GB0581  HISTORY     - 1934     MONUMENTED       CGS
 GB0581  HISTORY     - 1949     GOOD             NGS
 GB0581
 GB0581                          STATION DESCRIPTION
 GB0581
 GB0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0581'4 MI S FROM COAL CREEK.
 GB0581'4.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM COAL CREEK,
 GB0581'ANDERSON COUNTY, 18 RAILS NORTH OF THE STATION AT OFFUTT, IN
 GB0581'THE TOP OF A CONCRETE FOUNDATION (THE MAIL CRANE HAS BEEN
 GB0581'REMOVED), AND 5 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED
 GB0581'K 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0115 ***********************************************************************
 GB0115  DESIGNATION -  K 51
 GB0115  PID         -  GB0115
 GB0115  STATE/COUNTY-  TN/CAMPBELL
 GB0115  USGS QUAD   -  JELLICO EAST (1982)
 GB0115
 GB0115                         *CURRENT SURVEY CONTROL
 GB0115  ___________________________________________________________________
 GB0115* NAD 83(1986)-  36 33 52.     (N)    084 02 10.     (W)     SCALED    
 GB0115* NAVD 88     -       316.710  (meters)    1039.07   (feet)  ADJUSTED  
 GB0115  ___________________________________________________________________
 GB0115  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0115  DYNAMIC HT  -         316.435 (meters)    1038.17  (feet)  COMP
 GB0115  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 GB0115
 GB0115  VERT ORDER  -  SECOND    CLASS 0
 GB0115
 GB0115.The horizontal coordinates were scaled from a topographic map and have
 GB0115.an estimated accuracy of +/- 6 seconds.
 GB0115
 GB0115.The orthometric height was determined by differential leveling
 GB0115.and adjusted by the National Geodetic Survey in June 1991..
 GB0115.WARNING-Repeat measurements at this control monument indicate possible
 GB0115.vertical movement.
 GB0115
 GB0115.The geoid height was determined by GEOID03.
 GB0115
 GB0115.The dynamic height is computed by dividing the NAVD 88
 GB0115.geopotential number by the normal gravity value computed on the
 GB0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0115.degrees latitude (g = 980.6199 gals.).
 GB0115
 GB0115.The modeled gravity was interpolated from observed gravity values.
 GB0115
 GB0115;                    North         East    Units  Estimated Accuracy
 GB0115;SPC TN       -   249,310.      775,790.      MT  (+/- 180 meters Scaled)
 GB0115
 GB0115                          SUPERSEDED SURVEY CONTROL
 GB0115
 GB0115  NGVD 29 (??/??/92)  316.856  (m)         1039.55   (f) ADJ UNCH    2 0
 GB0115
 GB0115.Superseded values are not recommended for survey control.
 GB0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0115.See file dsdata.txt to determine how the superseded data were derived.
 GB0115
 GB0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF652506(NAD 83)
 GB0115_MARKER: DB = BENCH MARK DISK
 GB0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0115_STAMPING: K 51 1934
 GB0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0115+STABILITY: SURFACE MOTION
 GB0115
 GB0115  HISTORY     - Date     Condition        Report By
 GB0115  HISTORY     - 1934     MONUMENTED       CGS
 GB0115  HISTORY     - 1935     GOOD             NGS
 GB0115
 GB0115                          STATION DESCRIPTION
 GB0115
 GB0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0115'AT HOLTON.
 GB0115'AT HOLTON, CAMPBELL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0115'RAILROAD, 7 RAILS WEST OF THE STATION, 4 RAILS EAST OF THE PORTAL
 GB0115'OF A TUNNEL ON THE WYE, 2-1/2 RAILS WEST OF MILEPOST L 206,
 GB0115'AND 5 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 GB0115'K 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0617 ***********************************************************************
 GA0617  DESIGNATION -  K 52
 GA0617  PID         -  GA0617
 GA0617  STATE/COUNTY-  TN/UNICOI
 GA0617  USGS QUAD   -  CHESTOA (1978)
 GA0617
 GA0617                         *CURRENT SURVEY CONTROL
 GA0617  ___________________________________________________________________
 GA0617* NAD 83(1986)-  36 04 22.     (N)    082 25 02.     (W)     SCALED    
 GA0617* NAVD 88     -       538.998  (meters)    1768.36   (feet)  ADJUSTED  
 GA0617  ___________________________________________________________________
 GA0617  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA0617  DYNAMIC HT  -         538.441 (meters)    1766.54  (feet)  COMP
 GA0617  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 GA0617
 GA0617  VERT ORDER  -  SECOND    CLASS 0
 GA0617
 GA0617.The horizontal coordinates were scaled from a topographic map and have
 GA0617.an estimated accuracy of +/- 6 seconds.
 GA0617
 GA0617.The orthometric height was determined by differential leveling
 GA0617.and adjusted by the National Geodetic Survey in June 1991..
 GA0617
 GA0617.The geoid height was determined by GEOID03.
 GA0617
 GA0617.The dynamic height is computed by dividing the NAVD 88
 GA0617.geopotential number by the normal gravity value computed on the
 GA0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0617.degrees latitude (g = 980.6199 gals.).
 GA0617
 GA0617.The modeled gravity was interpolated from observed gravity values.
 GA0617
 GA0617;                    North         East    Units  Estimated Accuracy
 GA0617;SPC TN       -   198,900.      922,650.      MT  (+/- 180 meters Scaled)
 GA0617
 GA0617                          SUPERSEDED SURVEY CONTROL
 GA0617
 GA0617  NGVD 29 (??/??/92)  539.093  (m)         1768.67   (f) ADJ UNCH    2 0
 GA0617
 GA0617.Superseded values are not recommended for survey control.
 GA0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0617.See file dsdata.txt to determine how the superseded data were derived.
 GA0617
 GA0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV723929(NAD 83)
 GA0617_MARKER: DB = BENCH MARK DISK
 GA0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0617_SP_SET: BRIDGE
 GA0617_STAMPING: K 52 1934
 GA0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0617
 GA0617  HISTORY     - Date     Condition        Report By
 GA0617  HISTORY     - 1934     MONUMENTED       CGS
 GA0617  HISTORY     - 1944     GOOD             NGS
 GA0617
 GA0617                          STATION DESCRIPTION
 GA0617
 GA0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0617'6.4 MI S FROM ERWIN.
 GA0617'6.4 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD FROM ERWIN, UNICOI
 GA0617'COUNTY, AT MILEAGE 142.5, 75 FEET WEST OF THE TENNESSEE-NORTH
 GA0617'CAROLINA STATE LINE, AT A BRIDGE OVER A SMALL STREAM, IN THE TOP
 GA0617'OF THE NORTHEAST CORNER OF THE CONCRETE RETAINING WALL, AND 7
 GA0617'FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED K 52 1934.
 GA0617
 GA0617                          STATION RECOVERY (1944)
 GA0617
 GA0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GA0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1204 ***********************************************************************
 FB1204  DESIGNATION -  K 53
 FB1204  PID         -  FB1204
 FB1204  STATE/COUNTY-  TN/SEVIER
 FB1204  USGS QUAD   -  MOUNT LE CONTE (1964)
 FB1204
 FB1204                         *CURRENT SURVEY CONTROL
 FB1204  ___________________________________________________________________
 FB1204* NAD 83(1986)-  35 38 12.     (N)    083 29 20.     (W)     SCALED    
 FB1204* NAVD 88     -       826.719  (meters)    2712.33   (feet)  ADJUSTED  
 FB1204  ___________________________________________________________________
 FB1204  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FB1204  DYNAMIC HT  -         825.814 (meters)    2709.36  (feet)  COMP
 FB1204  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 FB1204
 FB1204  VERT ORDER  -  SECOND    CLASS 0
 FB1204
 FB1204.The horizontal coordinates were scaled from a topographic map and have
 FB1204.an estimated accuracy of +/- 6 seconds.
 FB1204
 FB1204.The orthometric height was determined by differential leveling
 FB1204.and adjusted by the National Geodetic Survey in June 1991..
 FB1204
 FB1204.The geoid height was determined by GEOID03.
 FB1204
 FB1204.The dynamic height is computed by dividing the NAVD 88
 FB1204.geopotential number by the normal gravity value computed on the
 FB1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1204.degrees latitude (g = 980.6199 gals.).
 FB1204
 FB1204.The modeled gravity was interpolated from observed gravity values.
 FB1204
 FB1204;                    North         East    Units  Estimated Accuracy
 FB1204;SPC TN       -   147,520.      827,410.      MT  (+/- 180 meters Scaled)
 FB1204
 FB1204                          SUPERSEDED SURVEY CONTROL
 FB1204
 FB1204  NGVD 29 (??/??/92)  826.749  (m)         2712.43   (f) ADJ UNCH    2 0
 FB1204
 FB1204.Superseded values are not recommended for survey control.
 FB1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1204.See file dsdata.txt to determine how the superseded data were derived.
 FB1204
 FB1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV746465(NAD 83)
 FB1204_MARKER: DB = BENCH MARK DISK
 FB1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1204_STAMPING: K 53 1934
 FB1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1204+STABILITY: SURFACE MOTION
 FB1204
 FB1204  HISTORY     - Date     Condition        Report By
 FB1204  HISTORY     - 1934     MONUMENTED       CGS
 FB1204  HISTORY     - 1934     GOOD             NGS
 FB1204
 FB1204                          STATION DESCRIPTION
 FB1204
 FB1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1204'6.9 MI SE FROM GATLINBURG.
 FB1204'6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1204'SEVIER COUNTY, 4.9 MILES SOUTHEAST OF THE INTERSECTION OF
 FB1204'STATE HIGHWAY 73, AT A CURVE, 180 FEET SOUTH OF THE BRIDGE OVER
 FB1204'LITTLE PIGEON RIVER, 70 FEET SOUTH OF THE CENTERLINE OF THE
 FB1204'HIGHWAY, 40 FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING
 FB1204'SOUTHEAST, AND AT THE FOOT OF A STEEP BANK.  A STANDARD DISK,
 FB1204'STAMPED K 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0161 ***********************************************************************
 FC0161  DESIGNATION -  K 54
 FC0161  PID         -  FC0161
 FC0161  STATE/COUNTY-  TN/MONROE
 FC0161  USGS QUAD   -  VONORE (1986)
 FC0161
 FC0161                         *CURRENT SURVEY CONTROL
 FC0161  ___________________________________________________________________
 FC0161* NAD 83(1986)-  35 34 35.     (N)    084 09 54.     (W)     SCALED    
 FC0161* NAVD 88     -       263.147  (meters)     863.34   (feet)  ADJUSTED  
 FC0161  ___________________________________________________________________
 FC0161  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC0161  DYNAMIC HT  -         262.896 (meters)     862.52  (feet)  COMP
 FC0161  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 FC0161
 FC0161  VERT ORDER  -  SECOND    CLASS 0
 FC0161
 FC0161.The horizontal coordinates were scaled from a topographic map and have
 FC0161.an estimated accuracy of +/- 6 seconds.
 FC0161
 FC0161.The orthometric height was determined by differential leveling
 FC0161.and adjusted by the National Geodetic Survey in June 1991..
 FC0161
 FC0161.The geoid height was determined by GEOID03.
 FC0161
 FC0161.The dynamic height is computed by dividing the NAVD 88
 FC0161.geopotential number by the normal gravity value computed on the
 FC0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0161.degrees latitude (g = 980.6199 gals.).
 FC0161
 FC0161.The modeled gravity was interpolated from observed gravity values.
 FC0161
 FC0161;                    North         East    Units  Estimated Accuracy
 FC0161;SPC TN       -   139,480.      766,310.      MT  (+/- 180 meters Scaled)
 FC0161
 FC0161                          SUPERSEDED SURVEY CONTROL
 FC0161
 FC0161  NGVD 29 (??/??/92)  263.265  (m)          863.73   (f) ADJ UNCH    2 0
 FC0161
 FC0161.Superseded values are not recommended for survey control.
 FC0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0161.See file dsdata.txt to determine how the superseded data were derived.
 FC0161
 FC0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE569406(NAD 83)
 FC0161_MARKER: DB = BENCH MARK DISK
 FC0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0161_STAMPING: K 54 1934
 FC0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0161+STABILITY: SURFACE MOTION
 FC0161
 FC0161  HISTORY     - Date     Condition        Report By
 FC0161  HISTORY     - 1934     MONUMENTED       CGS
 FC0161
 FC0161                          STATION DESCRIPTION
 FC0161
 FC0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0161'1.5 MI NW FROM BACONS SPRINGS.
 FC0161'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM BACONS SPRINGS,
 FC0161'MONROE COUNTY, AT THE CENTER OF A SMALL OPENING IN A CLUMP OF
 FC0161'OAK TREES, 25 FEET SOUTHEAST OF A FENCE CORNER, 30 FEET SOUTHWEST
 FC0161'OF THE CENTERLINE OF THE HIGHWAY, AND IN A FENCELINE.  A STANDARD
 FC0161'DISK, STAMPED K 54 1934 AND SET IN THE TOP OF A CONCRETE POST
 FC0161'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1887 ***********************************************************************
 GA1887  DESIGNATION -  K 55
 GA1887  PID         -  GA1887
 GA1887  STATE/COUNTY-  TN/HAWKINS
 GA1887  USGS QUAD   -  CAMELOT (1976)
 GA1887
 GA1887                         *CURRENT SURVEY CONTROL
 GA1887  ___________________________________________________________________
 GA1887* NAD 83(1986)-  36 29 36.     (N)    083 01 33.     (W)     SCALED    
 GA1887* NAVD 88     -       406.933  (meters)    1335.08   (feet)  ADJUSTED  
 GA1887  ___________________________________________________________________
 GA1887  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1887  DYNAMIC HT  -         406.562 (meters)    1333.86  (feet)  COMP
 GA1887  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 GA1887
 GA1887  VERT ORDER  -  SECOND    CLASS 0
 GA1887
 GA1887.The horizontal coordinates were scaled from a topographic map and have
 GA1887.an estimated accuracy of +/- 6 seconds.
 GA1887
 GA1887.The orthometric height was determined by differential leveling
 GA1887.and adjusted by the National Geodetic Survey in June 1991..
 GA1887
 GA1887.The geoid height was determined by GEOID03.
 GA1887
 GA1887.The dynamic height is computed by dividing the NAVD 88
 GA1887.geopotential number by the normal gravity value computed on the
 GA1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1887.degrees latitude (g = 980.6199 gals.).
 GA1887
 GA1887.The modeled gravity was interpolated from observed gravity values.
 GA1887
 GA1887;                    North         East    Units  Estimated Accuracy
 GA1887;SPC TN       -   243,710.      866,450.      MT  (+/- 180 meters Scaled)
 GA1887
 GA1887                          SUPERSEDED SURVEY CONTROL
 GA1887
 GA1887  NGVD 29 (??/??/92)  407.073  (m)         1335.54   (f) ADJ UNCH    2 0
 GA1887
 GA1887.Superseded values are not recommended for survey control.
 GA1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1887.See file dsdata.txt to determine how the superseded data were derived.
 GA1887
 GA1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA185405(NAD 83)
 GA1887_MARKER: DB = BENCH MARK DISK
 GA1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1887_STAMPING: K 55 1934
 GA1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1887+STABILITY: SURFACE MOTION
 GA1887
 GA1887  HISTORY     - Date     Condition        Report By
 GA1887  HISTORY     - 1934     MONUMENTED       CGS
 GA1887  HISTORY     - 1949     GOOD             NGS
 GA1887
 GA1887                          STATION DESCRIPTION
 GA1887
 GA1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1887'10.2 MI N FROM ROGERSVILLE.
 GA1887'10.2 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE,
 GA1887'HAWKINS COUNTY, AT THE CLIPPER CHAPEL CHURCH, 120 FEET NORTH
 GA1887'OF THE ROAD LEADING TO CHURCH, 50 FEET WEST OF THE CENTERLINE
 GA1887'OF THE HIGHWAY AT A FENCE LINE, LOCATED IN A ROW OF MAPLE TREES,
 GA1887'300 FEET NE OF CLIPPER SCHOOL, 42.9 FEET E-SE OF 16 INCH MAPLE
 GA1887'TREE, 12 FEET NW OF 6 IN MAPLE TREE.  A STANDARD DISK STAMPED
 GA1887'K 55 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA1887'6 INCHES ABOVE GROUND.
 GA1887
 GA1887                          STATION RECOVERY (1949)
 GA1887
 GA1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GA1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0744 ***********************************************************************
 GA0744  DESIGNATION -  K 56
 GA0744  PID         -  GA0744
 GA0744  STATE/COUNTY-  TN/GREENE
 GA0744  USGS QUAD   -  GREENEVILLE (1961)
 GA0744
 GA0744                         *CURRENT SURVEY CONTROL
 GA0744  ___________________________________________________________________
 GA0744* NAD 83(1986)-  36 09 47.     (N)    082 49 51.     (W)     SCALED    
 GA0744* NAVD 88     -       466.650  (meters)    1531.00   (feet)  ADJUSTED  
 GA0744  ___________________________________________________________________
 GA0744  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0744  DYNAMIC HT  -         466.205 (meters)    1529.54  (feet)  COMP
 GA0744  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GA0744
 GA0744  VERT ORDER  -  SECOND    CLASS 0
 GA0744
 GA0744.The horizontal coordinates were scaled from a topographic map and have
 GA0744.an estimated accuracy of +/- 6 seconds.
 GA0744
 GA0744.The orthometric height was determined by differential leveling
 GA0744.and adjusted by the National Geodetic Survey in June 1991..
 GA0744.WARNING-Repeat measurements at this control monument indicate possible
 GA0744.vertical movement.
 GA0744
 GA0744.The geoid height was determined by GEOID03.
 GA0744
 GA0744.The dynamic height is computed by dividing the NAVD 88
 GA0744.geopotential number by the normal gravity value computed on the
 GA0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0744.degrees latitude (g = 980.6199 gals.).
 GA0744
 GA0744.The modeled gravity was interpolated from observed gravity values.
 GA0744
 GA0744;                    North         East    Units  Estimated Accuracy
 GA0744;SPC TN       -   207,620.      885,100.      MT  (+/- 180 meters Scaled)
 GA0744
 GA0744                          SUPERSEDED SURVEY CONTROL
 GA0744
 GA0744  NGVD 29 (??/??/92)  466.773  (m)         1531.40   (f) ADJ UNCH    2 0
 GA0744
 GA0744.Superseded values are not recommended for survey control.
 GA0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0744.See file dsdata.txt to determine how the superseded data were derived.
 GA0744
 GA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA353035(NAD 83)
 GA0744_MARKER: DB = BENCH MARK DISK
 GA0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0744_SP_SET: BUILDING
 GA0744_STAMPING: K 56 1934
 GA0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0744+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 GA0744
 GA0744  HISTORY     - Date     Condition        Report By
 GA0744  HISTORY     - 1934     MONUMENTED       CGS
 GA0744  HISTORY     - 1955     GOOD             NGS
 GA0744  HISTORY     - 20041214 GOOD             TVA
 GA0744
 GA0744                          STATION DESCRIPTION
 GA0744
 GA0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0744'AT GREENEVILLE.
 GA0744'AT GREENEVILLE, GREENE COUNTY, IN THE FACE OF THE CORNERSTONE OF
 GA0744'THE COUNTY COURTHOUSE, 3 FEET NORTH OF THE SOUTHWEST CORNER, 3
 GA0744'FEET SOUTH OF THE STEPS, AND 3 FEET ABOVE GROUND.  A STANDARD
 GA0744'DISK, STAMPED K 56 1934 AND SET VERTICALLY.
 GA0744
 GA0744                          STATION RECOVERY (2004)
 GA0744
 GA0744'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GA0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0633 ***********************************************************************
 GA0633  DESIGNATION -  K 57
 GA0633  PID         -  GA0633
 GA0633  STATE/COUNTY-  TN/WASHINGTON
 GA0633  USGS QUAD   -  JONESBOROUGH (1968)
 GA0633
 GA0633                         *CURRENT SURVEY CONTROL
 GA0633  ___________________________________________________________________
 GA0633* NAD 83(1986)-  36 21 18.     (N)    082 25 43.     (W)     SCALED    
 GA0633* NAVD 88     -       504.379  (meters)    1654.78   (feet)  ADJUSTED  
 GA0633  ___________________________________________________________________
 GA0633  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0633  DYNAMIC HT  -         503.904 (meters)    1653.22  (feet)  COMP
 GA0633  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 GA0633
 GA0633  VERT ORDER  -  SECOND    CLASS 0
 GA0633
 GA0633.The horizontal coordinates were scaled from a topographic map and have
 GA0633.an estimated accuracy of +/- 6 seconds.
 GA0633
 GA0633.The orthometric height was determined by differential leveling
 GA0633.and adjusted by the National Geodetic Survey in June 1991..
 GA0633
 GA0633.The geoid height was determined by GEOID03.
 GA0633
 GA0633.The dynamic height is computed by dividing the NAVD 88
 GA0633.geopotential number by the normal gravity value computed on the
 GA0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0633.degrees latitude (g = 980.6199 gals.).
 GA0633
 GA0633.The modeled gravity was interpolated from observed gravity values.
 GA0633
 GA0633;                    North         East    Units  Estimated Accuracy
 GA0633;SPC TN       -   230,150.      920,490.      MT  (+/- 180 meters Scaled)
 GA0633
 GA0633                          SUPERSEDED SURVEY CONTROL
 GA0633
 GA0633  NGVD 29 (??/??/92)  504.522  (m)         1655.25   (f) ADJ UNCH    2 0
 GA0633
 GA0633.Superseded values are not recommended for survey control.
 GA0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0633.See file dsdata.txt to determine how the superseded data were derived.
 GA0633
 GA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA718242(NAD 83)
 GA0633_MARKER: DB = BENCH MARK DISK
 GA0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0633_STAMPING: K 57 1934
 GA0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0633+STABILITY: SURFACE MOTION
 GA0633
 GA0633  HISTORY     - Date     Condition        Report By
 GA0633  HISTORY     - 1934     MONUMENTED       CGS
 GA0633  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0633
 GA0633                          STATION DESCRIPTION
 GA0633
 GA0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0633'6.8 MI NW FROM JOHNSON CITY.
 GA0633'6.8 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0633'CITY, WASHINGTON COUNTY, AT MILEAGE 113.4, 75 FEET SOUTH OF A ROAD
 GA0633'CROSSING, 21 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 10
 GA0633'FEET EAST OF A ROW OF POLES.  A STANDARD DISK, STAMPED K 57 1934
 GA0633'AND SET IN THE TOP OF A CONCRETE POST.
 GA0633
 GA0633                          STATION RECOVERY (2001)
 GA0633
 GA0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0633'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0563 ***********************************************************************
 GA0563  DESIGNATION -  K 58
 GA0563  PID         -  GA0563
 GA0563  STATE/COUNTY-  TN/WASHINGTON
 GA0563  USGS QUAD   -  JONESBOROUGH (1968)
 GA0563
 GA0563                         *CURRENT SURVEY CONTROL
 GA0563  ___________________________________________________________________
 GA0563* NAD 83(1986)-  36 18 34.     (N)    082 24 43.     (W)     SCALED    
 GA0563* NAVD 88     -       537.148  (meters)    1762.29   (feet)  ADJUSTED  
 GA0563  ___________________________________________________________________
 GA0563  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0563  DYNAMIC HT  -         536.638 (meters)    1760.62  (feet)  COMP
 GA0563  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 GA0563
 GA0563  VERT ORDER  -  SECOND    CLASS 0
 GA0563
 GA0563.The horizontal coordinates were scaled from a topographic map and have
 GA0563.an estimated accuracy of +/- 6 seconds.
 GA0563
 GA0563.The orthometric height was determined by differential leveling
 GA0563.and adjusted by the National Geodetic Survey in June 1991..
 GA0563
 GA0563.The geoid height was determined by GEOID03.
 GA0563
 GA0563.The dynamic height is computed by dividing the NAVD 88
 GA0563.geopotential number by the normal gravity value computed on the
 GA0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0563.degrees latitude (g = 980.6199 gals.).
 GA0563
 GA0563.The modeled gravity was interpolated from observed gravity values.
 GA0563
 GA0563;                    North         East    Units  Estimated Accuracy
 GA0563;SPC TN       -   225,160.      922,170.      MT  (+/- 180 meters Scaled)
 GA0563
 GA0563                          SUPERSEDED SURVEY CONTROL
 GA0563
 GA0563  NGVD 29 (??/??/92)  537.284  (m)         1762.74   (f) ADJ UNCH    2 0
 GA0563
 GA0563.Superseded values are not recommended for survey control.
 GA0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0563.See file dsdata.txt to determine how the superseded data were derived.
 GA0563
 GA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA732191(NAD 83)
 GA0563_MARKER: DB = BENCH MARK DISK
 GA0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0563_STAMPING: K 58 1934
 GA0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0563+STABILITY: SURFACE MOTION
 GA0563
 GA0563  HISTORY     - Date     Condition        Report By
 GA0563  HISTORY     - 1934     MONUMENTED       CGS
 GA0563  HISTORY     - 1965     GOOD             NGS
 GA0563  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0563
 GA0563                          STATION DESCRIPTION
 GA0563
 GA0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0563'3.6 MI W FROM JOHNSON CITY.
 GA0563'3.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0563'JOHNSON CITY, WASHINGTON COUNTY, AT MILEAGE 28.5, 125 FEET WEST
 GA0563'OF A CROSSING, 20 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 GA0563'1 FOOT EAST OF A POLE, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 GA0563'DISK, STAMPED K 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0563'NOTE-- 1965 REPORT-- USE PUBLISHED DESCRIPTION EXCEPT LOCAL
 GA0563'REFERENCES.  MONUMENT LOCATED-- 159 FT WEST OF CENTERLINE OF
 GA0563'GRADE CROSSING, 24 FT NORTH OF CENTERLINE OF SOUTHERN RR TRACK,
 GA0563'2.6 FT NE OF TELEPHONE POLE, 8 FT SW OF CENTERLINE OF GRAVEL
 GA0563'FARM ENTRANCE.  CAN ALSO BE LOCATED-- WHEN DRIVING WEST ON HWY
 GA0563'11-E, TURN LEFT JUST BEFORE FAITH TABERNACLE CHURCH AND GO .2
 GA0563'MILE TO RR CROSSING.  CHURCH IS 1.2 MILES WEST OF NEW TVA POWER
 GA0563'SERVICE CENTER.
 GA0563
 GA0563                          STATION RECOVERY (1965)
 GA0563
 GA0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GA0563'RECOVERED IN GOOD CONDITION.
 GA0563
 GA0563                          STATION RECOVERY (2001)
 GA0563
 GA0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0805 ***********************************************************************
 GD0805  DESIGNATION -  K 59
 GD0805  PID         -  GD0805
 GD0805  STATE/COUNTY-  TN/DYER
 GD0805  USGS QUAD   -  DYERSBURG (1983)
 GD0805
 GD0805                         *CURRENT SURVEY CONTROL
 GD0805  ___________________________________________________________________
 GD0805* NAD 83(1986)-  36 02 08.     (N)    089 28 48.     (W)     SCALED    
 GD0805* NAVD 88     -        86.303  (meters)     283.15   (feet)  ADJUSTED  
 GD0805  ___________________________________________________________________
 GD0805  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0805  DYNAMIC HT  -          86.230 (meters)     282.91  (feet)  COMP
 GD0805  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 GD0805
 GD0805  VERT ORDER  -  SECOND    CLASS 0
 GD0805
 GD0805.The horizontal coordinates were scaled from a topographic map and have
 GD0805.an estimated accuracy of +/- 6 seconds.
 GD0805
 GD0805.The orthometric height was determined by differential leveling
 GD0805.and adjusted by the National Geodetic Survey in June 1991..
 GD0805
 GD0805.The geoid height was determined by GEOID03.
 GD0805
 GD0805.The dynamic height is computed by dividing the NAVD 88
 GD0805.geopotential number by the normal gravity value computed on the
 GD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0805.degrees latitude (g = 980.6199 gals.).
 GD0805
 GD0805.The modeled gravity was interpolated from observed gravity values.
 GD0805
 GD0805;                    North         East    Units  Estimated Accuracy
 GD0805;SPC TN       -   194,440.      286,450.      MT  (+/- 180 meters Scaled)
 GD0805
 GD0805                          SUPERSEDED SURVEY CONTROL
 GD0805
 GD0805  NGVD 29 (??/??/??)   86.230  (m)          282.91   (f) ADJUSTED    2 0
 GD0805
 GD0805.Superseded values are not recommended for survey control.
 GD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0805.See file dsdata.txt to determine how the superseded data were derived.
 GD0805
 GD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE765907(NAD 83)
 GD0805_MARKER: DB = BENCH MARK DISK
 GD0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0805_STAMPING: K 59 1935
 GD0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0805+STABILITY: SURFACE MOTION
 GD0805
 GD0805  HISTORY     - Date     Condition        Report By
 GD0805  HISTORY     - 1935     MONUMENTED       CGS
 GD0805  HISTORY     - 1957     GOOD             CGS
 GD0805  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0805
 GD0805                          STATION DESCRIPTION
 GD0805
 GD0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0805'AT FINLEY.
 GD0805'AT FINLEY, ALONG STATE HIGHWAY 20, NEAR THE JUNCTION OF HIGHWAY
 GD0805'AND A STREET NORTH TO ILLINOIS CENTRAL RAILROAD STATION, ABOUT
 GD0805'42 YARDS SOUTHEAST AND ACROSS HIGHWAY FROM THE SOUTHEAST CORNER
 GD0805'OF THE METHODIST CHURCH, 30 1/2 FEET SOUTH OF CENTER LINE OF
 GD0805'HIGHWAY, 37 1/2 FEET NORTHEAST OF NORTHEAST CORNER OF A BRICK
 GD0805'HOUSE, 3.2 FEET EAST OF EAST EDGE OF CONCRETE DRIVE TO BRICK
 GD0805'HOUSE, 8 FEET SOUTHWEST OF A FENCE CORNER, 6 FEET WEST OF A
 GD0805'30-INCH MULBERRY TREE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 GD0805'TOP OF A CONCRETE POST ABOUT 6 INCHES UNDERGROUND.
 GD0805
 GD0805                          STATION RECOVERY (2002)
 GD0805
 GD0805'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0759 ***********************************************************************
 GA0759  DESIGNATION -  K 59
 GA0759  PID         -  GA0759
 GA0759  STATE/COUNTY-  TN/WASHINGTON
 GA0759  USGS QUAD   -  TELFORD (1971)
 GA0759
 GA0759                         *CURRENT SURVEY CONTROL
 GA0759  ___________________________________________________________________
 GA0759* NAD 83(1986)-  36 13 42.     (N)    082 37 07.     (W)     SCALED    
 GA0759* NAVD 88     -       434.596  (meters)    1425.84   (feet)  ADJUSTED  
 GA0759  ___________________________________________________________________
 GA0759  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0759  DYNAMIC HT  -         434.181 (meters)    1424.48  (feet)  COMP
 GA0759  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 GA0759
 GA0759  VERT ORDER  -  SECOND    CLASS 0
 GA0759
 GA0759.The horizontal coordinates were scaled from a topographic map and have
 GA0759.an estimated accuracy of +/- 6 seconds.
 GA0759
 GA0759.The orthometric height was determined by differential leveling
 GA0759.and adjusted by the National Geodetic Survey in June 1991..
 GA0759
 GA0759.The geoid height was determined by GEOID03.
 GA0759
 GA0759.The dynamic height is computed by dividing the NAVD 88
 GA0759.geopotential number by the normal gravity value computed on the
 GA0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0759.degrees latitude (g = 980.6199 gals.).
 GA0759
 GA0759.The modeled gravity was interpolated from observed gravity values.
 GA0759
 GA0759;                    North         East    Units  Estimated Accuracy
 GA0759;SPC TN       -   215,500.      903,930.      MT  (+/- 180 meters Scaled)
 GA0759
 GA0759                          SUPERSEDED SURVEY CONTROL
 GA0759
 GA0759  NGVD 29 (??/??/92)  434.738  (m)         1426.30   (f) ADJ UNCH    2 0
 GA0759
 GA0759.Superseded values are not recommended for survey control.
 GA0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0759.See file dsdata.txt to determine how the superseded data were derived.
 GA0759
 GA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA545104(NAD 83)
 GA0759_MARKER: DB = BENCH MARK DISK
 GA0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0759_STAMPING: K 59 1934
 GA0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0759+STABILITY: SURFACE MOTION
 GA0759
 GA0759  HISTORY     - Date     Condition        Report By
 GA0759  HISTORY     - 1934     MONUMENTED       CGS
 GA0759  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA0759
 GA0759                          STATION DESCRIPTION
 GA0759
 GA0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0759'9.3 MI SW FROM JONESBORO.
 GA0759'9.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0759'AT JONESBORO, WASHINGTON COUNTY, AT MILEAGE 42.4, 165 FEET
 GA0759'EAST OF A CROSSING, 20 FEET EAST OF A POLE, 21 FEET NORTH OF THE
 GA0759'CENTERLINE OF THE MAIN TRACK, AND 4 FEET SOUTH OF A FENCE.  A
 GA0759'STANDARD DISK, STAMPED K 59 1934 AND SET IN THE TOP OF A
 GA0759'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0136 ***********************************************************************
 GB0136  DESIGNATION -  K 6
 GB0136  PID         -  GB0136
 GB0136  STATE/COUNTY-  TN/CAMPBELL
 GB0136  USGS QUAD   -  JELLICO WEST (1979)
 GB0136
 GB0136                         *CURRENT SURVEY CONTROL
 GB0136  ___________________________________________________________________
 GB0136* NAD 83(1986)-  36 35 24.     (N)    084 07 35.     (W)     SCALED    
 GB0136* NAVD 88     -       299.152  (meters)     981.47   (feet)  ADJUSTED  
 GB0136  ___________________________________________________________________
 GB0136  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 GB0136  DYNAMIC HT  -         298.894 (meters)     980.62  (feet)  COMP
 GB0136  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 GB0136
 GB0136  VERT ORDER  -  SECOND    CLASS 0
 GB0136
 GB0136.The horizontal coordinates were scaled from a topographic map and have
 GB0136.an estimated accuracy of +/- 6 seconds.
 GB0136
 GB0136.The orthometric height was determined by differential leveling
 GB0136.and adjusted by the National Geodetic Survey in June 1991..
 GB0136
 GB0136.The geoid height was determined by GEOID03.
 GB0136
 GB0136.The dynamic height is computed by dividing the NAVD 88
 GB0136.geopotential number by the normal gravity value computed on the
 GB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0136.degrees latitude (g = 980.6199 gals.).
 GB0136
 GB0136.The modeled gravity was interpolated from observed gravity values.
 GB0136
 GB0136;                    North         East    Units  Estimated Accuracy
 GB0136;SPC TN       -   251,990.      767,660.      MT  (+/- 180 meters Scaled)
 GB0136
 GB0136                          SUPERSEDED SURVEY CONTROL
 GB0136
 GB0136  NGVD 29 (??/??/92)  299.298  (m)          981.95   (f) ADJ UNCH    2 0
 GB0136
 GB0136.Superseded values are not recommended for survey control.
 GB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0136.See file dsdata.txt to determine how the superseded data were derived.
 GB0136
 GB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF570532(NAD 83)
 GB0136_MARKER: DD = SURVEY DISK
 GB0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0136_SP_SET: STONE POST
 GB0136_STAMPING: K 6 128 1924
 GB0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0136+STABILITY: SURFACE MOTION
 GB0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GB0136+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 GB0136
 GB0136  HISTORY     - Date     Condition        Report By
 GB0136  HISTORY     - 1924     MONUMENTED       USGS
 GB0136  HISTORY     - 1961     GOOD             NGS
 GB0136  HISTORY     - 20051126 GOOD             USPSQD
 GB0136
 GB0136                          STATION DESCRIPTION
 GB0136
 GB0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GB0136'AT JELLICO.
 GB0136'THIS BENCH MARK IS AT JELLICO, AT THE MAIN ENTRANCE TO THE POST
 GB0136'OFFICE BUILDING, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 GB0136'STONE POST ON NORTH SIDE OF THE ENTRANCE STEPS AND 2.5 FT. ABOVE
 GB0136'THE GROUND.
 GB0136
 GB0136                          STATION RECOVERY (2005)
 GB0136
 GB0136'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 GB0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0145 ***********************************************************************
 FD0145  DESIGNATION -  K 6
 FD0145  PID         -  FD0145
 FD0145  STATE/COUNTY-  TN/BEDFORD
 FD0145  USGS QUAD   -  NORMANDY (1983)
 FD0145
 FD0145                         *CURRENT SURVEY CONTROL
 FD0145  ___________________________________________________________________
 FD0145* NAD 83(1986)-  35 28 06.     (N)    086 16 34.     (W)     SCALED    
 FD0145* NAVD 88     -       254.161  (meters)     833.86   (feet)  ADJUSTED  
 FD0145  ___________________________________________________________________
 FD0145  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD0145  DYNAMIC HT  -         253.922 (meters)     833.08  (feet)  COMP
 FD0145  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FD0145
 FD0145  VERT ORDER  -  FIRST     CLASS II
 FD0145
 FD0145.The horizontal coordinates were scaled from a topographic map and have
 FD0145.an estimated accuracy of +/- 6 seconds.
 FD0145
 FD0145.The orthometric height was determined by differential leveling
 FD0145.and adjusted by the National Geodetic Survey in June 1991..
 FD0145
 FD0145.The geoid height was determined by GEOID03.
 FD0145
 FD0145.The dynamic height is computed by dividing the NAVD 88
 FD0145.geopotential number by the normal gravity value computed on the
 FD0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0145.degrees latitude (g = 980.6199 gals.).
 FD0145
 FD0145.The modeled gravity was interpolated from observed gravity values.
 FD0145
 FD0145;                    North         East    Units  Estimated Accuracy
 FD0145;SPC TN       -   125,960.      574,940.      MT  (+/- 180 meters Scaled)
 FD0145
 FD0145                          SUPERSEDED SURVEY CONTROL
 FD0145
 FD0145  NGVD 29 (??/??/92)  254.152  (m)          833.83   (f) ADJ UNCH    1 2
 FD0145
 FD0145.Superseded values are not recommended for survey control.
 FD0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0145.See file dsdata.txt to determine how the superseded data were derived.
 FD0145
 FD0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE656252(NAD 83)
 FD0145_MARKER: DB = BENCH MARK DISK
 FD0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0145_STAMPING: 834.181 K 6 1930
 FD0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0145+STABILITY: SURFACE MOTION
 FD0145
 FD0145  HISTORY     - Date     Condition        Report By
 FD0145  HISTORY     - 1930     MONUMENTED       CGS
 FD0145  HISTORY     - 1934     GOOD             NGS
 FD0145  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD0145
 FD0145                          STATION DESCRIPTION
 FD0145
 FD0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0145'AT CORTNER.
 FD0145'AT CORTNER, BEDFORD COUNTY, ON THE NASHVILLE, CHATTANOOGA AND
 FD0145'ST. LOUIS RAILWAY, 25 FEET WEST OF THE WEST END OF THE STATION,
 FD0145'BETWEEN THE STATION AND A WAREHOUSE, 28 FEET NORTH OF THE
 FD0145'NORTH RAIL OF THE MAIN TRACK, AND JUST INSIDE THE RIGHT-OF-WAY
 FD0145'FENCE.  A STANDARD DISK, STAMPED 834.181 K 6 1930 AND SET IN
 FD0145'THE TOP OF A CONCRETE POST.  NOTE-- 12 FEET SOUTHWEST OF A
 FD0145'STEEL WITNESS POST, 15 FEET SOUTHWEST OF POWER LINE POLE, (DELETE
 FD0145'25 FEET WEST OF STATION) 23 FEET NORTHEAST OF THE SOUTHEAST
 FD0145'CORNER OF A WAREHOUSE.
 FD0145
 FD0145                          STATION RECOVERY (1999)
 FD0145
 FD0145'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0145'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0747 ***********************************************************************
 GD0747  DESIGNATION -  K 60
 GD0747  PID         -  GD0747
 GD0747  STATE/COUNTY-  TN/LAKE
 GD0747  USGS QUAD   -  MISTON (1983)
 GD0747
 GD0747                         *CURRENT SURVEY CONTROL
 GD0747  ___________________________________________________________________
 GD0747* NAD 83(1986)-  36 14 17.     (N)    089 29 50.     (W)     SCALED    
 GD0747* NAVD 88     -        86.679  (meters)     284.38   (feet)  ADJUSTED  
 GD0747  ___________________________________________________________________
 GD0747  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD0747  DYNAMIC HT  -          86.608 (meters)     284.15  (feet)  COMP
 GD0747  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 GD0747
 GD0747  VERT ORDER  -  SECOND    CLASS 0
 GD0747
 GD0747.The horizontal coordinates were scaled from a topographic map and have
 GD0747.an estimated accuracy of +/- 6 seconds.
 GD0747
 GD0747.The orthometric height was determined by differential leveling
 GD0747.and adjusted by the National Geodetic Survey in June 1991..
 GD0747
 GD0747.The geoid height was determined by GEOID03.
 GD0747
 GD0747.The dynamic height is computed by dividing the NAVD 88
 GD0747.geopotential number by the normal gravity value computed on the
 GD0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0747.degrees latitude (g = 980.6199 gals.).
 GD0747
 GD0747.The modeled gravity was interpolated from observed gravity values.
 GD0747
 GD0747;                    North         East    Units  Estimated Accuracy
 GD0747;SPC TN       -   216,950.      285,700.      MT  (+/- 180 meters Scaled)
 GD0747
 GD0747                          SUPERSEDED SURVEY CONTROL
 GD0747
 GD0747  NGVD 29 (??/??/??)   86.712  (m)          284.49   (f) ADJUSTED    2 0
 GD0747
 GD0747.Superseded values are not recommended for survey control.
 GD0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0747.See file dsdata.txt to determine how the superseded data were derived.
 GD0747
 GD0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF755132(NAD 83)
 GD0747_MARKER: DB = BENCH MARK DISK
 GD0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0747_STAMPING: K 60 1935
 GD0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0747+STABILITY: SURFACE MOTION
 GD0747
 GD0747  HISTORY     - Date     Condition        Report By
 GD0747  HISTORY     - 1935     MONUMENTED       CGS
 GD0747  HISTORY     - 1952     MARK NOT FOUND   CGS
 GD0747
 GD0747                          STATION DESCRIPTION
 GD0747
 GD0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0747'1.6 MI S FROM RIDGELY.
 GD0747'1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0747'STATION AT RIDGELY, LAKE COUNTY, AT THE HORNRIDGE COTTON GIN, AT
 GD0747'A ROAD CROSSING, 8 YARDS WEST OF THE CENTERLINE OF THE MAIN TRACK,
 GD0747'2 YARDS SOUTH OF A CORNER FENCE POST, AND AT THE FENCE.  A
 GD0747'STANDARD DISK, STAMPED K 60 1935 AND SET IN THE TOP OF A CONCRETE
 GD0747'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1695 ***********************************************************************
 FE1695  DESIGNATION -  K 61
 FE1695  PID         -  FE1695
 FE1695  STATE/COUNTY-  TN/LAUDERDALE
 FE1695  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1695
 FE1695                         *CURRENT SURVEY CONTROL
 FE1695  ___________________________________________________________________
 FE1695* NAD 83(1986)-  35 46 01.     (N)    089 30 49.     (W)     SCALED    
 FE1695* NAVD 88     -       106.213  (meters)     348.47   (feet)  ADJUSTED  
 FE1695  ___________________________________________________________________
 FE1695  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE1695  DYNAMIC HT  -         106.122 (meters)     348.17  (feet)  COMP
 FE1695  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 FE1695
 FE1695  VERT ORDER  -  SECOND    CLASS 0
 FE1695
 FE1695.The horizontal coordinates were scaled from a topographic map and have
 FE1695.an estimated accuracy of +/- 6 seconds.
 FE1695
 FE1695.The orthometric height was determined by differential leveling
 FE1695.and adjusted by the National Geodetic Survey in June 1991..
 FE1695
 FE1695.The geoid height was determined by GEOID03.
 FE1695
 FE1695.The dynamic height is computed by dividing the NAVD 88
 FE1695.geopotential number by the normal gravity value computed on the
 FE1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1695.degrees latitude (g = 980.6199 gals.).
 FE1695
 FE1695.The modeled gravity was interpolated from observed gravity values.
 FE1695
 FE1695;                    North         East    Units  Estimated Accuracy
 FE1695;SPC TN       -   164,760.      282,360.      MT  (+/- 180 meters Scaled)
 FE1695
 FE1695                          SUPERSEDED SURVEY CONTROL
 FE1695
 FE1695  NGVD 29 (??/??/??)  106.196  (m)          348.41   (f) ADJUSTED    2 0
 FE1695
 FE1695.Superseded values are not recommended for survey control.
 FE1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1695.See file dsdata.txt to determine how the superseded data were derived.
 FE1695
 FE1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE727610(NAD 83)
 FE1695_MARKER: DB = BENCH MARK DISK
 FE1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1695_STAMPING: K 61 1935
 FE1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1695+STABILITY: SURFACE MOTION
 FE1695
 FE1695  HISTORY     - Date     Condition        Report By
 FE1695  HISTORY     - 1935     MONUMENTED       CGS
 FE1695  HISTORY     - 1957     GOOD             CGS
 FE1695  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1695
 FE1695                          STATION DESCRIPTION
 FE1695
 FE1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1695'1.4 MI N FROM RIPLEY.
 FE1695'1.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1695'STATION AT RIPLEY, ABOUT 0.15 MILE SOUTH OF MILEPOST NO. 336,
 FE1695'ABOUT 0.2 MILE SOUTH OF A ROAD CROSSING, 56 1/2 FEET EAST OF THE
 FE1695'EAST RAIL OF THE NORTH BOUND TRACK, 64 FEET EAST-NORTHEAST OF
 FE1695'THE CENTER OF THE INTERSECTION OF AN ABANDONED ROAD CROSSING AND
 FE1695'THE NORTH BOUND TRACK, 27 FEET SOUTHEAST OF TELEPHONE POLE NO.
 FE1695'4931, 4 FEET NORTH OF A T JUNCTION IN A FENCE LINE, 33 FEET
 FE1695'SOUTH OF A FENCE CORNER AT AN OFFSET IN A FENCE LINE, 4 FEET
 FE1695'NORTH OF A WHITE CONCRETE WITNESS POST, 1 FOOT BELOW THE LEVEL,
 FE1695'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FE1695'THE GROUND.
 FE1695
 FE1695                          STATION RECOVERY (2002)
 FE1695
 FE1695'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0788 ***********************************************************************
 FE0788  DESIGNATION -  K 62
 FE0788  PID         -  FE0788
 FE0788  STATE/COUNTY-  TN/GIBSON
 FE0788  USGS QUAD   -  ATWOOD (1983)
 FE0788
 FE0788                         *CURRENT SURVEY CONTROL
 FE0788  ___________________________________________________________________
 FE0788* NAD 83(1986)-  35 55 47.     (N)    088 44 47.     (W)     SCALED    
 FE0788* NAVD 88     -       121.034  (meters)     397.09   (feet)  ADJUSTED  
 FE0788  ___________________________________________________________________
 FE0788  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0788  DYNAMIC HT  -         120.929 (meters)     396.75  (feet)  COMP
 FE0788  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 FE0788
 FE0788  VERT ORDER  -  FIRST     CLASS II
 FE0788
 FE0788.The horizontal coordinates were scaled from a topographic map and have
 FE0788.an estimated accuracy of +/- 6 seconds.
 FE0788
 FE0788.The orthometric height was determined by differential leveling
 FE0788.and adjusted by the National Geodetic Survey in June 1991..
 FE0788
 FE0788.The geoid height was determined by GEOID03.
 FE0788
 FE0788.The dynamic height is computed by dividing the NAVD 88
 FE0788.geopotential number by the normal gravity value computed on the
 FE0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0788.degrees latitude (g = 980.6199 gals.).
 FE0788
 FE0788.The modeled gravity was interpolated from observed gravity values.
 FE0788
 FE0788;                    North         East    Units  Estimated Accuracy
 FE0788;SPC TN       -   180,600.      352,200.      MT  (+/- 180 meters Scaled)
 FE0788
 FE0788                          SUPERSEDED SURVEY CONTROL
 FE0788
 FE0788  NGVD 29 (??/??/??)  121.088  (m)          397.27   (f) ADJUSTED    1 2
 FE0788
 FE0788.Superseded values are not recommended for survey control.
 FE0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0788.See file dsdata.txt to determine how the superseded data were derived.
 FE0788
 FE0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE424775(NAD 83)
 FE0788_MARKER: DB = BENCH MARK DISK
 FE0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0788_STAMPING: K 62 1935
 FE0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0788+STABILITY: SURFACE MOTION
 FE0788
 FE0788  HISTORY     - Date     Condition        Report By
 FE0788  HISTORY     - 1935     MONUMENTED       CGS
 FE0788  HISTORY     - 1948     GOOD             CGS
 FE0788  HISTORY     - 20020910 MARK NOT FOUND   USACE
 FE0788
 FE0788                          STATION DESCRIPTION
 FE0788
 FE0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0788'1 MI NE FROM MILAN.
 FE0788'ABOUT 1.05 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0788'RAILROAD FROM THE STATION AT MILAN, ABOUT 0.25 MILE SOUTHWEST
 FE0788'OF MILE POST 282, 152 YARDS NORTHEAST OF THE NORTHEAST END OF A
 FE0788'TRESTLE, 28.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 49.2 FEET
 FE0788'NORTHWEST AND ACROSS THE TRACKS FROM THE WEST CORNER OF A
 FE0788'RAILROAD TOOL SHED, AT THE SOUTHWEST END OF A CUT, 1.5 FEET
 FE0788'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 FE0788'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FE0788
 FE0788                          STATION RECOVERY (2002)
 FE0788
 FE0788'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1065 ***********************************************************************
 FE1065  DESIGNATION -  K 64
 FE1065  PID         -  FE1065
 FE1065  STATE/COUNTY-  TN/HARDEMAN
 FE1065  USGS QUAD   -  MIDDLEBURG (1980)
 FE1065
 FE1065                         *CURRENT SURVEY CONTROL
 FE1065  ___________________________________________________________________
 FE1065* NAD 83(1986)-  35 11 51.     (N)    089 05 13.     (W)     SCALED    
 FE1065* NAVD 88     -       163.685  (meters)     537.02   (feet)  ADJUSTED  
 FE1065  ___________________________________________________________________
 FE1065  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE1065  DYNAMIC HT  -         163.532 (meters)     536.52  (feet)  COMP
 FE1065  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 FE1065
 FE1065  VERT ORDER  -  SECOND    CLASS 0
 FE1065
 FE1065.The horizontal coordinates were scaled from a topographic map and have
 FE1065.an estimated accuracy of +/- 6 seconds.
 FE1065
 FE1065.The orthometric height was determined by differential leveling
 FE1065.and adjusted by the National Geodetic Survey in June 1991..
 FE1065
 FE1065.The geoid height was determined by GEOID03.
 FE1065
 FE1065.The dynamic height is computed by dividing the NAVD 88
 FE1065.geopotential number by the normal gravity value computed on the
 FE1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1065.degrees latitude (g = 980.6199 gals.).
 FE1065
 FE1065.The modeled gravity was interpolated from observed gravity values.
 FE1065
 FE1065;                    North         East    Units  Estimated Accuracy
 FE1065;SPC TN       -   100,310.      318,920.      MT  (+/- 180 meters Scaled)
 FE1065
 FE1065                          SUPERSEDED SURVEY CONTROL
 FE1065
 FE1065  NGVD 29 (??/??/??)  163.660  (m)          536.94   (f) ADJUSTED    2 0
 FE1065
 FE1065.Superseded values are not recommended for survey control.
 FE1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1065.See file dsdata.txt to determine how the superseded data were derived.
 FE1065
 FE1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD100969(NAD 83)
 FE1065_MARKER: DB = BENCH MARK DISK
 FE1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1065_STAMPING: K 64 1935
 FE1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1065+STABILITY: SURFACE MOTION
 FE1065
 FE1065  HISTORY     - Date     Condition        Report By
 FE1065  HISTORY     - 1935     MONUMENTED       CGS
 FE1065  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1065
 FE1065                          STATION DESCRIPTION
 FE1065
 FE1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1065'AT MIDDLEBURG DEPOT.
 FE1065'AT MIDDLEBURG, HARDEMAN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 FE1065'3 RAILS SOUTH OF THE STATION, 500 FEET NORTH OF MILEPOST 406,
 FE1065'40 FEET WEST OF THE MAIN TRACK, AND 10 FEET EAST OF A SIDE TRACK.
 FE1065'A STANDARD DISK, STAMPED K 64 1935 AND SET IN THE TOP OF A
 FE1065'CONCRETE POST.
 FE1065
 FE1065                          STATION RECOVERY (2002)
 FE1065
 FE1065'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1065'TRACK ABANDONED, NO SIGN OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0951 ***********************************************************************
 FE0951  DESIGNATION -  K 65
 FE0951  PID         -  FE0951
 FE0951  STATE/COUNTY-  TN/CROCKETT
 FE0951  USGS QUAD   -  BELLS (1981)
 FE0951
 FE0951                         *CURRENT SURVEY CONTROL
 FE0951  ___________________________________________________________________
 FE0951* NAD 83(1986)-  35 41 49.     (N)    089 02 44.     (W)     SCALED    
 FE0951* NAVD 88     -        97.279  (meters)     319.16   (feet)  ADJUSTED  
 FE0951  ___________________________________________________________________
 FE0951  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0951  DYNAMIC HT  -          97.193 (meters)     318.87  (feet)  COMP
 FE0951  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FE0951
 FE0951  VERT ORDER  -  SECOND    CLASS 0
 FE0951
 FE0951.The horizontal coordinates were scaled from a topographic map and have
 FE0951.an estimated accuracy of +/- 6 seconds.
 FE0951
 FE0951.The orthometric height was determined by differential leveling
 FE0951.and adjusted by the National Geodetic Survey in June 1991..
 FE0951
 FE0951.The geoid height was determined by GEOID03.
 FE0951
 FE0951.The dynamic height is computed by dividing the NAVD 88
 FE0951.geopotential number by the normal gravity value computed on the
 FE0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0951.degrees latitude (g = 980.6199 gals.).
 FE0951
 FE0951.The modeled gravity was interpolated from observed gravity values.
 FE0951
 FE0951;                    North         East    Units  Estimated Accuracy
 FE0951;SPC TN       -   155,580.      324,410.      MT  (+/- 180 meters Scaled)
 FE0951
 FE0951                          SUPERSEDED SURVEY CONTROL
 FE0951
 FE0951  NGVD 29 (??/??/??)   97.315  (m)          319.27   (f) ADJUSTED    2 0
 FE0951
 FE0951.Superseded values are not recommended for survey control.
 FE0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0951.See file dsdata.txt to determine how the superseded data were derived.
 FE0951
 FE0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE149522(NAD 83)
 FE0951_MARKER: DB = BENCH MARK DISK
 FE0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0951_STAMPING: K 65 1935
 FE0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0951+STABILITY: SURFACE MOTION
 FE0951
 FE0951  HISTORY     - Date     Condition        Report By
 FE0951  HISTORY     - 1935     MONUMENTED       CGS
 FE0951  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE0951
 FE0951                          STATION DESCRIPTION
 FE0951
 FE0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0951'2.5 MI E FROM BELLS.
 FE0951'2.5 MILES EAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 FE0951'STATION AT BELLS, CROCKETT COUNTY, OPPOSITE THE BRITTAIN STATION
 FE0951'SIGN, AT A ROAD CROSSING, 51 FEET NORTH OF THE CENTERLINE OF THE
 FE0951'TRACK, 18 FEET WEST OF THE CENTERLINE OF THE ROAD, AND AT THE
 FE0951'FENCE.  A STANDARD DISK, STAMPED K 65 1935 AND SET IN THE TOP
 FE0951'OF A CONCRETE POST.  NOTE-- THE STATION AND SIGN BRITTAIN ARE
 FE0951'NON-EXISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1176 ***********************************************************************
 FE1176  DESIGNATION -  K 67
 FE1176  PID         -  FE1176
 FE1176  STATE/COUNTY-  TN/FAYETTE
 FE1176  USGS QUAD   -  ARLINGTON (1973)
 FE1176
 FE1176                         *CURRENT SURVEY CONTROL
 FE1176  ___________________________________________________________________
 FE1176* NAD 83(1986)-  35 18 03.     (N)    089 39 07.     (W)     SCALED    
 FE1176* NAVD 88     -        84.058  (meters)     275.78   (feet)  ADJUSTED  
 FE1176  ___________________________________________________________________
 FE1176  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1176  DYNAMIC HT  -          83.983 (meters)     275.53  (feet)  COMP
 FE1176  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FE1176
 FE1176  VERT ORDER  -  SECOND    CLASS 0
 FE1176
 FE1176.The horizontal coordinates were scaled from a topographic map and have
 FE1176.an estimated accuracy of +/- 6 seconds.
 FE1176
 FE1176.The orthometric height was determined by differential leveling
 FE1176.and adjusted by the National Geodetic Survey in June 1991..
 FE1176
 FE1176.The geoid height was determined by GEOID03.
 FE1176
 FE1176.The dynamic height is computed by dividing the NAVD 88
 FE1176.geopotential number by the normal gravity value computed on the
 FE1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1176.degrees latitude (g = 980.6199 gals.).
 FE1176
 FE1176.The modeled gravity was interpolated from observed gravity values.
 FE1176
 FE1176;                    North         East    Units  Estimated Accuracy
 FE1176;SPC TN       -   113,540.      267,930.      MT  (+/- 180 meters Scaled)
 FE1176
 FE1176                          SUPERSEDED SURVEY CONTROL
 FE1176
 FE1176  NGVD 29 (??/??/??)   84.049  (m)          275.75   (f) ADJUSTED    2 0
 FE1176
 FE1176.Superseded values are not recommended for survey control.
 FE1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1176.See file dsdata.txt to determine how the superseded data were derived.
 FE1176
 FE1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE588096(NAD 83)
 FE1176_MARKER: DB = BENCH MARK DISK
 FE1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1176_STAMPING: K 67 1935
 FE1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1176+STABILITY: SURFACE MOTION
 FE1176
 FE1176  HISTORY     - Date     Condition        Report By
 FE1176  HISTORY     - 1935     MONUMENTED       CGS
 FE1176  HISTORY     - 1959     GOOD             CGS
 FE1176  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1176
 FE1176                          STATION DESCRIPTION
 FE1176
 FE1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1176'0.6 MI N FROM ARLINGTON.
 FE1176'ABOUT 0.6 MILE NORTH ALONG THE L. AND N. RR FROM THE STATION AT
 FE1176'ARLINGTON, 12 FT. EAST OF THE CENTER OF THE TRACK, ABOUT 12
 FE1176'RAILS NORTH OF A TURNOUT SWITCH AT AN OLD ABANDONED PRIVATE
 FE1176'ROAD CROSSING, A C AND GS DISK SET IN TOP OF A CONCRETE POST
 FE1176'PROJECTING 2 INCHES.
 FE1176
 FE1176                          STATION RECOVERY (1963)
 FE1176
 FE1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1734 ***********************************************************************
 FE1734  DESIGNATION -  K 69
 FE1734  PID         -  FE1734
 FE1734  STATE/COUNTY-  TN/TIPTON
 FE1734  USGS QUAD   -  COVINGTON (1983)
 FE1734
 FE1734                         *CURRENT SURVEY CONTROL
 FE1734  ___________________________________________________________________
 FE1734* NAD 83(1986)-  35 33 47.     (N)    089 38 22.     (W)     SCALED    
 FE1734* NAVD 88     -        90.205  (meters)     295.95   (feet)  ADJUSTED  
 FE1734  ___________________________________________________________________
 FE1734  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1734  DYNAMIC HT  -          90.129 (meters)     295.70  (feet)  COMP
 FE1734  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 FE1734
 FE1734  VERT ORDER  -  SECOND    CLASS 0
 FE1734
 FE1734.The horizontal coordinates were scaled from a topographic map and have
 FE1734.an estimated accuracy of +/- 6 seconds.
 FE1734
 FE1734.The orthometric height was determined by differential leveling
 FE1734.and adjusted by the National Geodetic Survey in June 1991..
 FE1734
 FE1734.The geoid height was determined by GEOID03.
 FE1734
 FE1734.The dynamic height is computed by dividing the NAVD 88
 FE1734.geopotential number by the normal gravity value computed on the
 FE1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1734.degrees latitude (g = 980.6199 gals.).
 FE1734
 FE1734.The modeled gravity was interpolated from observed gravity values.
 FE1734
 FE1734;                    North         East    Units  Estimated Accuracy
 FE1734;SPC TN       -   142,570.      270,140.      MT  (+/- 180 meters Scaled)
 FE1734
 FE1734                          SUPERSEDED SURVEY CONTROL
 FE1734
 FE1734  NGVD 29 (??/??/??)   90.247  (m)          296.09   (f) ADJUSTED    2 0
 FE1734
 FE1734.Superseded values are not recommended for survey control.
 FE1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1734.See file dsdata.txt to determine how the superseded data were derived.
 FE1734
 FE1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE607386(NAD 83)
 FE1734_MARKER: DB = BENCH MARK DISK
 FE1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1734_STAMPING: K 69 1935
 FE1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1734+STABILITY: SURFACE MOTION
 FE1734
 FE1734  HISTORY     - Date     Condition        Report By
 FE1734  HISTORY     - 1935     MONUMENTED       CGS
 FE1734  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE1734
 FE1734                          STATION DESCRIPTION
 FE1734
 FE1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1734'AT COVINGTON.
 FE1734'AT COVINGTON, TIPTON COUNTY, 31 FEET SOUTH OF THE SOUTH END OF THE
 FE1734'ILLINOIS CENTRAL RAILROAD STATION, IN THE NORTHEAST CORNER OF A
 FE1734'STATION PARK, 5 FEET WEST OF THE WEST END OF THE PASSENGER
 FE1734'PLATFORM, AND 30 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 FE1734'STANDARD DISK, STAMPED K 69 1935 AND SET IN THE TOP OF A CONCRETE
 FE1734'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1463 ***********************************************************************
 FC1463  DESIGNATION -  K 7
 FC1463  PID         -  FC1463
 FC1463  STATE/COUNTY-  TN/WARREN
 FC1463  USGS QUAD   -  MC MINNVILLE (1984)
 FC1463
 FC1463                         *CURRENT SURVEY CONTROL
 FC1463  ___________________________________________________________________
 FC1463* NAD 83(1986)-  35 40 29.     (N)    085 46 40.     (W)     SCALED    
 FC1463* NAVD 88     -       275.169  (meters)     902.78   (feet)  ADJUSTED  
 FC1463  ___________________________________________________________________
 FC1463  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1463  DYNAMIC HT  -         274.914 (meters)     901.95  (feet)  COMP
 FC1463  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 FC1463
 FC1463  VERT ORDER  -  SECOND    CLASS 0
 FC1463
 FC1463.The horizontal coordinates were scaled from a topographic map and have
 FC1463.an estimated accuracy of +/- 6 seconds.
 FC1463
 FC1463.The orthometric height was determined by differential leveling
 FC1463.and adjusted by the National Geodetic Survey in June 1991..
 FC1463
 FC1463.The geoid height was determined by GEOID03.
 FC1463
 FC1463.The dynamic height is computed by dividing the NAVD 88
 FC1463.geopotential number by the normal gravity value computed on the
 FC1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1463.degrees latitude (g = 980.6199 gals.).
 FC1463
 FC1463.The modeled gravity was interpolated from observed gravity values.
 FC1463
 FC1463;                    North         East    Units  Estimated Accuracy
 FC1463;SPC TN       -   148,850.      620,120.      MT  (+/- 180 meters Scaled)
 FC1463
 FC1463                          SUPERSEDED SURVEY CONTROL
 FC1463
 FC1463  NGVD 29 (??/??/92)  275.194  (m)          902.87   (f) ADJ UNCH    2 0
 FC1463
 FC1463.Superseded values are not recommended for survey control.
 FC1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1463.See file dsdata.txt to determine how the superseded data were derived.
 FC1463
 FC1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE106485(NAD 83)
 FC1463_MARKER: DB = BENCH MARK DISK
 FC1463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1463_SP_SET: ABUTMENT
 FC1463_STAMPING: 903.112 K 7 1930
 FC1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1463
 FC1463  HISTORY     - Date     Condition        Report By
 FC1463  HISTORY     - 1930     MONUMENTED       CGS
 FC1463  HISTORY     - 1943     GOOD             NGS
 FC1463
 FC1463                          STATION DESCRIPTION
 FC1463
 FC1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1463'0.3 MI W FROM MC MINNVILLE.
 FC1463'0.3 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1463'RAILWAY FROM MC MINNVILLE, WARREN COUNTY, AT BRIDGE 33.9 OVER
 FC1463'THE TENNESSEE ELECTRIC POWER CO. DAM, IN THE WEST ABUTMENT, 12
 FC1463'INCHES EAST OF THE WEST FACE OF THE ABUTMENT, 12 INCHES NORTH
 FC1463'OF THE SOUTH FACE OF THE CONCRETE STRINGER, 5 FEET NORTH OF THE
 FC1463'NORTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 FC1463'903.112 K 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1018 ***********************************************************************
 FE1018  DESIGNATION -  K 73
 FE1018  PID         -  FE1018
 FE1018  STATE/COUNTY-  TN/FAYETTE
 FE1018  USGS QUAD   -  LAMBERT (1983)
 FE1018
 FE1018                         *CURRENT SURVEY CONTROL
 FE1018  ___________________________________________________________________
 FE1018* NAD 83(1986)-  35 18 28.     (N)    089 24 44.     (W)     SCALED    
 FE1018* NAVD 88     -       112.768  (meters)     369.97   (feet)  ADJUSTED  
 FE1018  ___________________________________________________________________
 FE1018  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1018  DYNAMIC HT  -         112.666 (meters)     369.64  (feet)  COMP
 FE1018  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 FE1018
 FE1018  VERT ORDER  -  SECOND    CLASS 0
 FE1018
 FE1018.The horizontal coordinates were scaled from a topographic map and have
 FE1018.an estimated accuracy of +/- 6 seconds.
 FE1018
 FE1018.The orthometric height was determined by differential leveling
 FE1018.and adjusted by the National Geodetic Survey in June 1991..
 FE1018
 FE1018.The geoid height was determined by GEOID03.
 FE1018
 FE1018.The dynamic height is computed by dividing the NAVD 88
 FE1018.geopotential number by the normal gravity value computed on the
 FE1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1018.degrees latitude (g = 980.6199 gals.).
 FE1018
 FE1018.The modeled gravity was interpolated from observed gravity values.
 FE1018
 FE1018;                    North         East    Units  Estimated Accuracy
 FE1018;SPC TN       -   113,520.      289,740.      MT  (+/- 180 meters Scaled)
 FE1018
 FE1018                          SUPERSEDED SURVEY CONTROL
 FE1018
 FE1018  NGVD 29 (??/??/??)  112.751  (m)          369.92   (f) ADJUSTED    2 0
 FE1018
 FE1018.Superseded values are not recommended for survey control.
 FE1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1018.See file dsdata.txt to determine how the superseded data were derived.
 FE1018
 FE1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE806098(NAD 83)
 FE1018_MARKER: DB = BENCH MARK DISK
 FE1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1018+STABILITY: SURFACE MOTION
 FE1018
 FE1018  HISTORY     - Date     Condition        Report By
 FE1018  HISTORY     - 1935     MONUMENTED       CGS
 FE1018  HISTORY     - 1935     GOOD             CGS
 FE1018  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1018
 FE1018                          STATION DESCRIPTION
 FE1018
 FE1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1018'6.2 MI NW FROM SOMERVILLE.
 FE1018'6.2 MILES NORTHWEST OF FAYETTE, 30 FT. EAST OF HIGHWAY 59, 40
 FE1018'FT. NORTH OF CROSS ROAD, 55 FT. NORTH OF BRIDGE IN FENCE CORNER,
 FE1018'300 YDS. NORTH OF WHITE HOUSE.
 FE1018
 FE1018                          STATION RECOVERY (2002)
 FE1018
 FE1018'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0459 ***********************************************************************
 FF0459  DESIGNATION -  K 75
 FF0459  PID         -  FF0459
 FF0459  STATE/COUNTY-  TN/SHELBY
 FF0459  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0459
 FF0459                         *CURRENT SURVEY CONTROL
 FF0459  ___________________________________________________________________
 FF0459* NAD 83(1986)-  35 05 34.     (N)    090 04 01.     (W)     SCALED    
 FF0459* NAVD 88     -        75.173  (meters)     246.63   (feet)  ADJUSTED  
 FF0459  ___________________________________________________________________
 FF0459  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0459  DYNAMIC HT  -          75.105 (meters)     246.41  (feet)  COMP
 FF0459  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 FF0459
 FF0459  VERT ORDER  -  FIRST     CLASS II
 FF0459
 FF0459.The horizontal coordinates were scaled from a topographic map and have
 FF0459.an estimated accuracy of +/- 6 seconds.
 FF0459
 FF0459.The orthometric height was determined by differential leveling
 FF0459.and adjusted by the National Geodetic Survey in June 1991..
 FF0459
 FF0459.The geoid height was determined by GEOID03.
 FF0459
 FF0459.The dynamic height is computed by dividing the NAVD 88
 FF0459.geopotential number by the normal gravity value computed on the
 FF0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0459.degrees latitude (g = 980.6199 gals.).
 FF0459
 FF0459.The modeled gravity was interpolated from observed gravity values.
 FF0459
 FF0459;                    North         East    Units  Estimated Accuracy
 FF0459;SPC TN       -    91,970.      229,250.      MT  (+/- 180 meters Scaled)
 FF0459
 FF0459                          SUPERSEDED SURVEY CONTROL
 FF0459
 FF0459  NGVD 29 (??/??/??)   75.140  (m)          246.52   (f) ADJUSTED    1 2
 FF0459
 FF0459.Superseded values are not recommended for survey control.
 FF0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0459.See file dsdata.txt to determine how the superseded data were derived.
 FF0459
 FF0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU673872(NAD 83)
 FF0459_MARKER: DB = BENCH MARK DISK
 FF0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0459_STAMPING: K 75 1956
 FF0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0459+STABILITY: SURFACE MOTION
 FF0459
 FF0459  HISTORY     - Date     Condition        Report By
 FF0459  HISTORY     - 1956     MONUMENTED       CGS
 FF0459  HISTORY     - 1964     MARK NOT FOUND   CGS
 FF0459  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0459
 FF0459                          STATION DESCRIPTION
 FF0459
 FF0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0459'AT MEMPHIS.
 FF0459'AT MEMPHIS, 0.45 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL
 FF0459'RAILROAD FROM THE CROSSING OF FLORIDA STREET, AT THE CROSSING
 FF0459'OF KANSAS STREET, 102 FEET NORTH-NORTHEAST AND ACROSS KANSAS
 FF0459'STREET FROM MILE POST 3, 68 1/2 FEET NORTH OF CENTER OF CROSSING
 FF0459'OF THE TRACK AND KANSAS STREET, 30 FEET NORTHWEST OF NORTHWEST
 FF0459'RAIL OF A SIDE TRACK, 31 FEET NORTHWEST OF NORTHWEST RAIL OF
 FF0459'MAIN TRACK, 39 FEET NORTH OF A SWITCH AT SOUTHWEST END OF A
 FF0459'SIDING, 3 FEET NORTHEAST OF TELEPHONE POLE NO. 202, 41 1/2 FEET
 FF0459'NORTHEAST OF CENTER OF JUNCTION OF KANSAS STREET AND RAILROAD
 FF0459'AVENUE, 65 FEET NORTH-NORTHWEST AND ACROSS TRACK FROM A CROSSING
 FF0459'WARNING SIGNAL, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN
 FF0459'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF0459'NOTE--SIDE TRACK HAS BEEN TAKEN OUT AT THIS POINT AND
 FF0459'KANSAS STREET HAS BEEN WIDENED, THERE IS A NEW SIDEWALK
 FF0459'CURBING AND A WATER LINE.
 FF0459
 FF0459                          STATION RECOVERY (1964)
 FF0459
 FF0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FF0459'MARK NOT FOUND.
 FF0459
 FF0459                          STATION RECOVERY (1976)
 FF0459
 FF0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0482 ***********************************************************************
 FD0482  DESIGNATION -  K 77
 FD0482  PID         -  FD0482
 FD0482  STATE/COUNTY-  TN/MARSHALL
 FD0482  USGS QUAD   -  VERONA (1980)
 FD0482
 FD0482                         *CURRENT SURVEY CONTROL
 FD0482  ___________________________________________________________________
 FD0482* NAD 83(1986)-  35 30 01.     (N)    086 50 32.     (W)     SCALED    
 FD0482* NAVD 88     -       238.931  (meters)     783.89   (feet)  ADJUSTED  
 FD0482  ___________________________________________________________________
 FD0482  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0482  DYNAMIC HT  -         238.717 (meters)     783.19  (feet)  COMP
 FD0482  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 FD0482
 FD0482  VERT ORDER  -  FIRST     CLASS II
 FD0482
 FD0482.The horizontal coordinates were scaled from a topographic map and have
 FD0482.an estimated accuracy of +/- 6 seconds.
 FD0482
 FD0482.The orthometric height was determined by differential leveling
 FD0482.and adjusted by the National Geodetic Survey in June 1991..
 FD0482
 FD0482.The geoid height was determined by GEOID03.
 FD0482
 FD0482.The dynamic height is computed by dividing the NAVD 88
 FD0482.geopotential number by the normal gravity value computed on the
 FD0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0482.degrees latitude (g = 980.6199 gals.).
 FD0482
 FD0482.The modeled gravity was interpolated from observed gravity values.
 FD0482
 FD0482;                    North         East    Units  Estimated Accuracy
 FD0482;SPC TN       -   129,800.      523,590.      MT  (+/- 180 meters Scaled)
 FD0482
 FD0482                          SUPERSEDED SURVEY CONTROL
 FD0482
 FD0482  NGVD 29 (??/??/92)  238.906  (m)          783.81   (f) ADJ UNCH    1 2
 FD0482
 FD0482.Superseded values are not recommended for survey control.
 FD0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0482.See file dsdata.txt to determine how the superseded data were derived.
 FD0482
 FD0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE143285(NAD 83)
 FD0482_MARKER: DB = BENCH MARK DISK
 FD0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0482_SP_SET: CULVERT
 FD0482_STAMPING: K 77 1934
 FD0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0482
 FD0482  HISTORY     - Date     Condition        Report By
 FD0482  HISTORY     - 1934     MONUMENTED       CGS
 FD0482  HISTORY     - 1949     GOOD             NGS
 FD0482
 FD0482                          STATION DESCRIPTION
 FD0482
 FD0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0482'3.1 MI SE FROM BRYANT.
 FD0482'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM THE BRYANT
 FD0482'STATION SCHOOL AT BRYANT, THENCE ABOUT 1.9 MILES EAST ALONG A
 FD0482'GRAVEL ROAD, AT THE CROSSING OF THE OLD ABANDONED NASHVILLE,
 FD0482'CHATTANOOGA AND ST. LOUIS RAILWAY, 0.2 MILE WEST OF THE JUNCTION
 FD0482'OF A ROAD SOUTH AND THE SOUTH BERLIN PRESBYTERIAN CHURCH, SET
 FD0482'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CAPSTONE OF A
 FD0482'30-INCH STONE CULVERT UNDER OLD RAILWAY, 137 FEET NORTHEAST OF
 FD0482'THE CENTER OF THE CROSSING, 68 FEET NORTH-NORTHWEST OF THE CENTER
 FD0482'LINE OF THE ROAD, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FD0482'OLD RAILWAY BED, 85 FEET SOUTHWEST OF THE WEST CORNER OF A YOUNG
 FD0482'PEACH ORCHARD, 2 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD
 FD0482'WALL AND ABOUT 4 1/2 FEET BELOW THE OLD RAILWAY BED.  NOTE-- MARK
 FD0482'IS APPARENTLY IN GOOD CONDITION BUT THE STAMPING HAS BEEN
 FD0482'MUTILATED SO THAT IT IS BARELY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1138 ***********************************************************************
 GB1138  DESIGNATION -  K 78
 GB1138  PID         -  GB1138
 GB1138  STATE/COUNTY-  TN/FENTRESS
 GB1138  USGS QUAD   -  PALL MALL (1986)
 GB1138
 GB1138                         *CURRENT SURVEY CONTROL
 GB1138  ___________________________________________________________________
 GB1138* NAD 83(1986)-  36 32 35.     (N)    084 57 50.     (W)     SCALED    
 GB1138* NAVD 88     -       268.006  (meters)     879.28   (feet)  ADJUSTED  
 GB1138  ___________________________________________________________________
 GB1138  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GB1138  DYNAMIC HT  -         267.779 (meters)     878.54  (feet)  COMP
 GB1138  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GB1138
 GB1138  VERT ORDER  -  SECOND    CLASS 0
 GB1138
 GB1138.The horizontal coordinates were scaled from a topographic map and have
 GB1138.an estimated accuracy of +/- 6 seconds.
 GB1138
 GB1138.The orthometric height was determined by differential leveling
 GB1138.and adjusted by the National Geodetic Survey in June 1991..
 GB1138
 GB1138.The geoid height was determined by GEOID03.
 GB1138
 GB1138.The dynamic height is computed by dividing the NAVD 88
 GB1138.geopotential number by the normal gravity value computed on the
 GB1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1138.degrees latitude (g = 980.6199 gals.).
 GB1138
 GB1138.The modeled gravity was interpolated from observed gravity values.
 GB1138
 GB1138;                    North         East    Units  Estimated Accuracy
 GB1138;SPC TN       -   245,670.      692,780.      MT  (+/- 180 meters Scaled)
 GB1138
 GB1138                          SUPERSEDED SURVEY CONTROL
 GB1138
 GB1138  NGVD 29 (??/??/92)  268.132  (m)          879.70   (f) ADJ UNCH    2 0
 GB1138
 GB1138.Superseded values are not recommended for survey control.
 GB1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1138.See file dsdata.txt to determine how the superseded data were derived.
 GB1138
 GB1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF822461(NAD 83)
 GB1138_MARKER: DB = BENCH MARK DISK
 GB1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1138_STAMPING: K 78 1935
 GB1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1138+STABILITY: SURFACE MOTION
 GB1138
 GB1138  HISTORY     - Date     Condition        Report By
 GB1138  HISTORY     - 1935     MONUMENTED       CGS
 GB1138
 GB1138                          STATION DESCRIPTION
 GB1138
 GB1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1138'0.4 MI S FROM PALL MALL.
 GB1138'0.4 MILE SOUTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT PALL
 GB1138'MALL, FENTRESS COUNTY, 205 YARDS NORTH OF THE NORTH END OF A STEEL
 GB1138'HIGHWAY BRIDGE OVER WOLF RIVER, 64 YARDS SOUTH OF A 12-INCH
 GB1138'CORRUGATED-IRON PIPE CULVERT WITH CONCRETE HEADWALLS, 31 FEET EAST
 GB1138'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE
 GB1138'HIGHWAY.  A STANDARD DISK, STAMPED K 78 1935 AND SET IN THE TOP
 GB1138'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0109 ***********************************************************************
 GB0109  DESIGNATION -  K 79
 GB0109  PID         -  GB0109
 GB0109  STATE/COUNTY-  TN/CAMPBELL
 GB0109  USGS QUAD   -  JELLICO EAST (1982)
 GB0109
 GB0109                         *CURRENT SURVEY CONTROL
 GB0109  ___________________________________________________________________
 GB0109* NAD 83(1986)-  36 34 38.     (N)    084 03 34.     (W)     SCALED    
 GB0109* NAVD 88     -       305.752  (meters)    1003.12   (feet)  ADJUSTED  
 GB0109  ___________________________________________________________________
 GB0109  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB0109  DYNAMIC HT  -         305.488 (meters)    1002.26  (feet)  COMP
 GB0109  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 GB0109
 GB0109  VERT ORDER  -  SECOND    CLASS 0
 GB0109
 GB0109.The horizontal coordinates were scaled from a topographic map and have
 GB0109.an estimated accuracy of +/- 6 seconds.
 GB0109
 GB0109.The orthometric height was determined by differential leveling
 GB0109.and adjusted by the National Geodetic Survey in June 1991..
 GB0109
 GB0109.The geoid height was determined by GEOID03.
 GB0109
 GB0109.The dynamic height is computed by dividing the NAVD 88
 GB0109.geopotential number by the normal gravity value computed on the
 GB0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0109.degrees latitude (g = 980.6199 gals.).
 GB0109
 GB0109.The modeled gravity was interpolated from observed gravity values.
 GB0109
 GB0109;                    North         East    Units  Estimated Accuracy
 GB0109;SPC TN       -   250,690.      773,680.      MT  (+/- 180 meters Scaled)
 GB0109
 GB0109                          SUPERSEDED SURVEY CONTROL
 GB0109
 GB0109  NGVD 29 (??/??/92)  305.900  (m)         1003.61   (f) ADJ UNCH    2 0
 GB0109
 GB0109.Superseded values are not recommended for survey control.
 GB0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0109.See file dsdata.txt to determine how the superseded data were derived.
 GB0109
 GB0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF631519(NAD 83)
 GB0109_MARKER: DB = BENCH MARK DISK
 GB0109_SETTING: 66 = SET IN ROCK OUTCROP
 GB0109_SP_SET: ROCK OUTCROP
 GB0109_STAMPING: K 79 1935 1003.607
 GB0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0109+STABILITY: POSITION/ELEVATION WELL
 GB0109
 GB0109  HISTORY     - Date     Condition        Report By
 GB0109  HISTORY     - 1935     MONUMENTED       CGS
 GB0109  HISTORY     - 1957     GOOD             NGS
 GB0109
 GB0109                          STATION DESCRIPTION
 GB0109
 GB0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0109'1.8 MI N FROM HOLTON.
 GB0109'1.8 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GB0109'FROM THE STATION AT HOLTON, CAMPBELL COUNTY, 9 RAILS SOUTH OF
 GB0109'MILEPOST L 204, 10.2 FEET EAST OF THE EAST RAIL, IN THE FACE
 GB0109'OF A ROCK OUTCROP, AND 2.5 FEET ABOVE THE LEVEL OF THE TRACK.
 GB0109'NOTE-- ACROSS TRACK NORTHEAST FROM A TELEPHONE BOOTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1009 ***********************************************************************
 FC1009  DESIGNATION -  K 8
 FC1009  PID         -  FC1009
 FC1009  STATE/COUNTY-  TN/CUMBERLAND
 FC1009  USGS QUAD   -  CROSSVILLE (1982)
 FC1009
 FC1009                         *CURRENT SURVEY CONTROL
 FC1009  ___________________________________________________________________
 FC1009* NAD 83(1986)-  35 56 59.     (N)    085 01 40.     (W)     SCALED    
 FC1009* NAVD 88     -       566.683  (meters)    1859.19   (feet)  ADJUSTED  
 FC1009  ___________________________________________________________________
 FC1009  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FC1009  DYNAMIC HT  -         566.155 (meters)    1857.46  (feet)  COMP
 FC1009  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 FC1009
 FC1009  VERT ORDER  -  SECOND    CLASS 0
 FC1009
 FC1009.The horizontal coordinates were scaled from a topographic map and have
 FC1009.an estimated accuracy of +/- 6 seconds.
 FC1009
 FC1009.The orthometric height was determined by differential leveling
 FC1009.and adjusted by the National Geodetic Survey in June 1991..
 FC1009
 FC1009.The geoid height was determined by GEOID03.
 FC1009
 FC1009.The dynamic height is computed by dividing the NAVD 88
 FC1009.geopotential number by the normal gravity value computed on the
 FC1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1009.degrees latitude (g = 980.6199 gals.).
 FC1009
 FC1009.The modeled gravity was interpolated from observed gravity values.
 FC1009
 FC1009;                    North         East    Units  Estimated Accuracy
 FC1009;SPC TN       -   179,770.      687,710.      MT  (+/- 180 meters Scaled)
 FC1009
 FC1009                          SUPERSEDED SURVEY CONTROL
 FC1009
 FC1009  NGVD 29 (??/??/92)  566.741  (m)         1859.38   (f) ADJ UNCH    2 0
 FC1009
 FC1009.Superseded values are not recommended for survey control.
 FC1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1009.See file dsdata.txt to determine how the superseded data were derived.
 FC1009
 FC1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE778801(NAD 83)
 FC1009_MARKER: DB = BENCH MARK DISK
 FC1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1009_SP_SET: BUILDING
 FC1009_STAMPING: 1859.550 K 8 1931
 FC1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1009
 FC1009  HISTORY     - Date     Condition        Report By
 FC1009  HISTORY     - 1931     MONUMENTED       CGS
 FC1009  HISTORY     - 1934     GOOD             NGS
 FC1009
 FC1009                          STATION DESCRIPTION
 FC1009
 FC1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1009'AT CROSSVILLE.
 FC1009'AT CROSSVILLE, CUMBERLAND COUNTY, IN THE EAST WALL OF THE TENNESSEE
 FC1009'CENTRAL RAILWAY PASSENGER STATION, 1.7 FEET SOUTH OF THE
 FC1009'WAITING-ROOM DOOR, AND 3.8 FEET ABOVE GROUND.  A STANDARD DISK,
 FC1009'STAMPED 1859.550 K 8 1931 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1815 ***********************************************************************
 GB1815  DESIGNATION -  K 80
 GB1815  PID         -  GB1815
 GB1815  STATE/COUNTY-  TN/SMITH
 GB1815  USGS QUAD   -  PLEASANT SHADE (1981)
 GB1815
 GB1815                         *CURRENT SURVEY CONTROL
 GB1815  ___________________________________________________________________
 GB1815* NAD 83(1986)-  36 25 12.     (N)    085 55 32.     (W)     SCALED    
 GB1815* NAVD 88     -       229.012  (meters)     751.35   (feet)  POSTED    
 GB1815  ___________________________________________________________________
 GB1815  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 GB1815  DYNAMIC HT  -         228.820 (meters)     750.72  (feet)  COMP
 GB1815  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 GB1815
 GB1815  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB1815
 GB1815.The horizontal coordinates were scaled from a topographic map and have
 GB1815.an estimated accuracy of +/- 6 seconds.
 GB1815
 GB1815.The orthometric height was determined by differential leveling
 GB1815.and adjusted by the National Geodetic Survey in 1992..
 GB1815.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB1815.rate of 0.0 thru 1.0 mm/km.
 GB1815
 GB1815.The geoid height was determined by GEOID03.
 GB1815
 GB1815.The dynamic height is computed by dividing the NAVD 88
 GB1815.geopotential number by the normal gravity value computed on the
 GB1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1815.degrees latitude (g = 980.6199 gals.).
 GB1815
 GB1815.The modeled gravity was interpolated from observed gravity values.
 GB1815
 GB1815;                    North         East    Units  Estimated Accuracy
 GB1815;SPC TN       -   231,520.      606,680.      MT  (+/- 180 meters Scaled)
 GB1815
 GB1815                          SUPERSEDED SURVEY CONTROL
 GB1815
 GB1815  NGVD 29 (??/??/92)  229.100  (m)          751.64   (f) ADJ UNCH    2 0
 GB1815
 GB1815.Superseded values are not recommended for survey control.
 GB1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1815.See file dsdata.txt to determine how the superseded data were derived.
 GB1815
 GB1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF963310(NAD 83)
 GB1815_MARKER: DB = BENCH MARK DISK
 GB1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1815_STAMPING: K 80 1935
 GB1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1815+STABILITY: SURFACE MOTION
 GB1815
 GB1815  HISTORY     - Date     Condition        Report By
 GB1815  HISTORY     - 1935     MONUMENTED       CGS
 GB1815
 GB1815                          STATION DESCRIPTION
 GB1815
 GB1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1815'3.5 MI N FROM PLEASANT SHADE.
 GB1815'3.5 MILES NORTH ALONG STATE HIGHWAY 80 FROM PLEASANT SHADE, SMITH
 GB1815'COUNTY, 28.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26
 GB1815'FEET SOUTHWEST OF A HOUSE (UNPAINTED IN 1935 AND OWNED BY HARRISON
 GB1815'DICKENS), 16 FEET SOUTHWEST OF A 10-INCH PEAR TREE, AND 0.5 FOOT
 GB1815'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 80 1935 AND
 GB1815'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1803 ***********************************************************************
 GB1803  DESIGNATION -  K 81
 GB1803  PID         -  GB1803
 GB1803  STATE/COUNTY-  TN/WHITE
 GB1803  USGS QUAD   -  BURGESS FALLS (1986)
 GB1803
 GB1803                         *CURRENT SURVEY CONTROL
 GB1803  ___________________________________________________________________
 GB1803* NAD 83(1986)-  36 01 18.     (N)    085 31 09.     (W)     SCALED    
 GB1803* NAVD 88     -       305.875  (meters)    1003.52   (feet)  ADJUSTED  
 GB1803  ___________________________________________________________________
 GB1803  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GB1803  DYNAMIC HT  -         305.603 (meters)    1002.63  (feet)  COMP
 GB1803  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 GB1803
 GB1803  VERT ORDER  -  SECOND    CLASS 0
 GB1803
 GB1803.The horizontal coordinates were scaled from a topographic map and have
 GB1803.an estimated accuracy of +/- 6 seconds.
 GB1803
 GB1803.The orthometric height was determined by differential leveling
 GB1803.and adjusted by the National Geodetic Survey in June 1991..
 GB1803
 GB1803.The geoid height was determined by GEOID03.
 GB1803
 GB1803.The dynamic height is computed by dividing the NAVD 88
 GB1803.geopotential number by the normal gravity value computed on the
 GB1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1803.degrees latitude (g = 980.6199 gals.).
 GB1803
 GB1803.The modeled gravity was interpolated from observed gravity values.
 GB1803
 GB1803;                    North         East    Units  Estimated Accuracy
 GB1803;SPC TN       -   187,430.      643,340.      MT  (+/- 180 meters Scaled)
 GB1803
 GB1803                          SUPERSEDED SURVEY CONTROL
 GB1803
 GB1803  NGVD 29 (??/??/92)  305.949  (m)         1003.77   (f) ADJ UNCH    2 0
 GB1803
 GB1803.Superseded values are not recommended for survey control.
 GB1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1803.See file dsdata.txt to determine how the superseded data were derived.
 GB1803
 GB1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE334873(NAD 83)
 GB1803_MARKER: DB = BENCH MARK DISK
 GB1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1803_STAMPING: K 81 1935
 GB1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1803+STABILITY: SURFACE MOTION
 GB1803
 GB1803  HISTORY     - Date     Condition        Report By
 GB1803  HISTORY     - 1935     MONUMENTED       CGS
 GB1803  HISTORY     - 1952     GOOD             NGS
 GB1803
 GB1803                          STATION DESCRIPTION
 GB1803
 GB1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GB1803'7 MI NW FROM SPARTA.
 GB1803'7.0 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM SPARTA, WHITE COUNTY,
 GB1803'22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET SOUTHEAST
 GB1803'OF THE SOUTHEAST CORNER OF A SHED, 5 FEET NORTHWEST OF A FENCE CORNER,
 GB1803'AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 81
 GB1803'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1976 ***********************************************************************
 GB1976  DESIGNATION -  K 82
 GB1976  PID         -  GB1976
 GB1976  STATE/COUNTY-  TN/CLAY
 GB1976  USGS QUAD   -  UNION HILL (1968)
 GB1976
 GB1976                         *CURRENT SURVEY CONTROL
 GB1976  ___________________________________________________________________
 GB1976* NAD 83(1986)-  36 35 38.     (N)    085 43 23.     (W)     SCALED    
 GB1976* NAVD 88     -       281.404  (meters)     923.24   (feet)  ADJUSTED  
 GB1976  ___________________________________________________________________
 GB1976  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GB1976  DYNAMIC HT  -         281.165 (meters)     922.46  (feet)  COMP
 GB1976  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GB1976
 GB1976  VERT ORDER  -  SECOND    CLASS 0
 GB1976
 GB1976.The horizontal coordinates were scaled from a topographic map and have
 GB1976.an estimated accuracy of +/- 6 seconds.
 GB1976
 GB1976.The orthometric height was determined by differential leveling
 GB1976.and adjusted by the National Geodetic Survey in June 1991..
 GB1976
 GB1976.The geoid height was determined by GEOID03.
 GB1976
 GB1976.The dynamic height is computed by dividing the NAVD 88
 GB1976.geopotential number by the normal gravity value computed on the
 GB1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1976.degrees latitude (g = 980.6199 gals.).
 GB1976
 GB1976.The modeled gravity was interpolated from observed gravity values.
 GB1976
 GB1976;                    North         East    Units  Estimated Accuracy
 GB1976;SPC TN       -   250,850.      624,780.      MT  (+/- 180 meters Scaled)
 GB1976
 GB1976                          SUPERSEDED SURVEY CONTROL
 GB1976
 GB1976  NGVD 29 (??/??/92)  281.510  (m)          923.59   (f) ADJ UNCH    2 0
 GB1976
 GB1976.Superseded values are not recommended for survey control.
 GB1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1976.See file dsdata.txt to determine how the superseded data were derived.
 GB1976
 GB1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF142505(NAD 83)
 GB1976_MARKER: DB = BENCH MARK DISK
 GB1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1976_STAMPING: K 82 1935
 GB1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1976+STABILITY: SURFACE MOTION
 GB1976
 GB1976  HISTORY     - Date     Condition        Report By
 GB1976  HISTORY     - 1935     MONUMENTED       CGS
 GB1976
 GB1976                          STATION DESCRIPTION
 GB1976
 GB1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1976'3.4 MI E FROM HERMITAGE SPRINGS.
 GB1976'3.4 MILES EAST ALONG STATE HIGHWAY 52 FROM HERMITAGE SPRINGS,
 GB1976'CLAY COUNTY, 22 YARDS SOUTHWEST OF A GRIST MILL OWNED BY B.C.
 GB1976'LONG, 34 FEET WEST OF A METAL CULVERT, 18 FEET SOUTH OF THE
 GB1976'CENTERLINE OF THE HIGHWAY, 0.8 FOOT SOUTH OF A FENCE, AND LEVEL
 GB1976'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 82 1935 AND SET
 GB1976'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0217 ***********************************************************************
 GC0217  DESIGNATION -  K 83
 GC0217  PID         -  GC0217
 GC0217  STATE/COUNTY-  TN/TROUSDALE
 GC0217  USGS QUAD   -  BETHPAGE (1994)
 GC0217
 GC0217                         *CURRENT SURVEY CONTROL
 GC0217  ___________________________________________________________________
 GC0217* NAD 83(1986)-  36 23 20.     (N)    086 15 42.     (W)     SCALED    
 GC0217* NAVD 88     -       180.957  (meters)     593.69   (feet)  ADJUSTED  
 GC0217  ___________________________________________________________________
 GC0217  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0217  DYNAMIC HT  -         180.808 (meters)     593.20  (feet)  COMP
 GC0217  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GC0217
 GC0217  VERT ORDER  -  SECOND    CLASS 0
 GC0217
 GC0217.The horizontal coordinates were scaled from a topographic map and have
 GC0217.an estimated accuracy of +/- 6 seconds.
 GC0217
 GC0217.The orthometric height was determined by differential leveling
 GC0217.and adjusted by the National Geodetic Survey in June 1991..
 GC0217
 GC0217.The geoid height was determined by GEOID03.
 GC0217
 GC0217.The dynamic height is computed by dividing the NAVD 88
 GC0217.geopotential number by the normal gravity value computed on the
 GC0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0217.degrees latitude (g = 980.6199 gals.).
 GC0217
 GC0217.The modeled gravity was interpolated from observed gravity values.
 GC0217
 GC0217;                    North         East    Units  Estimated Accuracy
 GC0217;SPC TN       -   228,100.      576,520.      MT  (+/- 180 meters Scaled)
 GC0217
 GC0217                          SUPERSEDED SURVEY CONTROL
 GC0217
 GC0217  NGVD 29 (??/??/92)  181.020  (m)          593.90   (f) ADJ UNCH    2 0
 GC0217
 GC0217.Superseded values are not recommended for survey control.
 GC0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0217.See file dsdata.txt to determine how the superseded data were derived.
 GC0217
 GC0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF662273(NAD 83)
 GC0217_MARKER: DB = BENCH MARK DISK
 GC0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0217_STAMPING: K 83 1935
 GC0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0217+STABILITY: SURFACE MOTION
 GC0217
 GC0217  HISTORY     - Date     Condition        Report By
 GC0217  HISTORY     - 1935     MONUMENTED       CGS
 GC0217  HISTORY     - 1961     GOOD             NGS
 GC0217  HISTORY     - 20010201 MARK NOT FOUND   NGS
 GC0217
 GC0217                          STATION DESCRIPTION
 GC0217
 GC0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GC0217'11 MI E FROM GALLATIN.
 GC0217'FROM THE COURTHOUSE AT GALLATIN, GO 0.8 MILE NORTHEAST TO THE
 GC0217'INTERSECTION OF STATE ROUTE 25.  TURN RIGHT AND GO 10.3 MILES
 GC0217'TO THE INTERSECTION OF U.S. 231.  THE MARK IS A STANDARD USC AND
 GC0217'GS BENCH MARK SET IN TOP OF A CONCRETE POST AND STAMPED K 83.  IT
 GC0217'IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION, 48.5
 GC0217'FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE 25, 103.5 FEET
 GC0217'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE FRAME HOUSE AND 204
 GC0217'FEET EAST OF THE CENTERLINE OF THE U.S. 231, 30 FEET SOUTH OF A
 GC0217'36 INCH CEDAR TREE AND 3 FEET HIGHER THAN THE PAVEMENT OF STATE
 GC0217'ROUTE 25.
 GC0217
 GC0217                          STATION RECOVERY (2001)
 GC0217
 GC0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 GC0217'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 GC0217' 
 GC0217'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0364 ***********************************************************************
 GC0364  DESIGNATION -  K 85
 GC0364  PID         -  GC0364
 GC0364  STATE/COUNTY-  TN/DAVIDSON
 GC0364  USGS QUAD   -  HERMITAGE (1983)
 GC0364
 GC0364                         *CURRENT SURVEY CONTROL
 GC0364  ___________________________________________________________________
 GC0364* NAD 83(1986)-  36 12 00.     (N)    086 35 33.     (W)     SCALED    
 GC0364* NAVD 88     -       141.628  (meters)     464.66   (feet)  ADJUSTED  
 GC0364  ___________________________________________________________________
 GC0364  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0364  DYNAMIC HT  -         141.508 (meters)     464.26  (feet)  COMP
 GC0364  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 GC0364
 GC0364  VERT ORDER  -  SECOND    CLASS 0
 GC0364
 GC0364.The horizontal coordinates were scaled from a topographic map and have
 GC0364.an estimated accuracy of +/- 6 seconds.
 GC0364
 GC0364.The orthometric height was determined by differential leveling
 GC0364.and adjusted by the National Geodetic Survey in June 1991..
 GC0364
 GC0364.The geoid height was determined by GEOID03.
 GC0364
 GC0364.The dynamic height is computed by dividing the NAVD 88
 GC0364.geopotential number by the normal gravity value computed on the
 GC0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0364.degrees latitude (g = 980.6199 gals.).
 GC0364
 GC0364.The modeled gravity was interpolated from observed gravity values.
 GC0364
 GC0364;                    North         East    Units  Estimated Accuracy
 GC0364;SPC TN       -   207,270.      546,720.      MT  (+/- 180 meters Scaled)
 GC0364
 GC0364                          SUPERSEDED SURVEY CONTROL
 GC0364
 GC0364  NGVD 29 (??/??/92)  141.677  (m)          464.82   (f) ADJ UNCH    2 0
 GC0364
 GC0364.Superseded values are not recommended for survey control.
 GC0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0364.See file dsdata.txt to determine how the superseded data were derived.
 GC0364
 GC0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF366062(NAD 83)
 GC0364_MARKER: DB = BENCH MARK DISK
 GC0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0364_STAMPING: K 85 1935
 GC0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0364+STABILITY: SURFACE MOTION
 GC0364
 GC0364  HISTORY     - Date     Condition        Report By
 GC0364  HISTORY     - 1935     MONUMENTED       CGS
 GC0364
 GC0364                          STATION DESCRIPTION
 GC0364
 GC0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0364'AT MOUNT JULIET.
 GC0364'IN DAVIDSON COUNTY, 4.3 MILES WEST ALONG THE TENNESSEE CENTRAL
 GC0364'RAILWAY FROM THE STATION AT MOUNT JULIET, WILSON COUNTY, 0.3 MILE
 GC0364'WEST OF MILEPOST 13, 75 YARDS WEST OF THE CENTER OF A ROAD CROSSING,
 GC0364'12 FEET NORTH OF THE NORTH RAIL, AND 1 FOOT LOWER THAN THE RAIL.
 GC0364'A STANDARD DISK, STAMPED K 85 1935 AND SET IN THE TOP OF A CONCRETE
 GC0364'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0151 ***********************************************************************
 GC0151  DESIGNATION -  K 86
 GC0151  PID         -  GC0151
 GC0151  STATE/COUNTY-  TN/SUMNER
 GC0151  USGS QUAD   -  GALLATIN (1983)
 GC0151
 GC0151                         *CURRENT SURVEY CONTROL
 GC0151  ___________________________________________________________________
 GC0151* NAD 83(1986)-  36 22 58.     (N)    086 26 39.     (W)     SCALED    
 GC0151* NAVD 88     -       163.289  (meters)     535.72   (feet)  ADJUSTED  
 GC0151  ___________________________________________________________________
 GC0151  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC0151  DYNAMIC HT  -         163.155 (meters)     535.28  (feet)  COMP
 GC0151  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 GC0151
 GC0151  VERT ORDER  -  SECOND    CLASS 0
 GC0151
 GC0151.The horizontal coordinates were scaled from a topographic map and have
 GC0151.an estimated accuracy of +/- 6 seconds.
 GC0151
 GC0151.The orthometric height was determined by differential leveling
 GC0151.and adjusted by the National Geodetic Survey in June 1991..
 GC0151
 GC0151.The geoid height was determined by GEOID03.
 GC0151
 GC0151.The dynamic height is computed by dividing the NAVD 88
 GC0151.geopotential number by the normal gravity value computed on the
 GC0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0151.degrees latitude (g = 980.6199 gals.).
 GC0151
 GC0151.The modeled gravity was interpolated from observed gravity values.
 GC0151
 GC0151;                    North         East    Units  Estimated Accuracy
 GC0151;SPC TN       -   227,480.      560,150.      MT  (+/- 180 meters Scaled)
 GC0151
 GC0151                          SUPERSEDED SURVEY CONTROL
 GC0151
 GC0151  NGVD 29 (??/??/92)  163.368  (m)          535.98   (f) ADJ UNCH    2 0
 GC0151
 GC0151.Superseded values are not recommended for survey control.
 GC0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0151.See file dsdata.txt to determine how the superseded data were derived.
 GC0151
 GC0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF498265(NAD 83)
 GC0151_MARKER: DB = BENCH MARK DISK
 GC0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0151_STAMPING: K 86 1935
 GC0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0151+STABILITY: SURFACE MOTION
 GC0151
 GC0151  HISTORY     - Date     Condition        Report By
 GC0151  HISTORY     - 1935     MONUMENTED       CGS
 GC0151
 GC0151                          STATION DESCRIPTION
 GC0151
 GC0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0151'AT GALLATIN.
 GC0151'AT GALLATIN, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0151'RAILROAD, 5 RAILS EAST OF MILEPOST L 160, AT A STREET CROSSING,
 GC0151'49 FEET EAST OF THE CENTERLINE OF SOUTH WATER STREET, 28 FEET
 GC0151'SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE RAIL.  A STANDARD
 GC0151'DISK, STAMPED K 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0437 ***********************************************************************
 GC0437  DESIGNATION -  K 87
 GC0437  PID         -  GC0437
 GC0437  STATE/COUNTY-  TN/ROBERTSON
 GC0437  USGS QUAD   -  GREENBRIER (1981)
 GC0437
 GC0437                         *CURRENT SURVEY CONTROL
 GC0437  ___________________________________________________________________
 GC0437* NAD 83(1986)-  36 27 51.     (N)    086 50 15.     (W)     SCALED    
 GC0437* NAVD 88     -       225.289  (meters)     739.14   (feet)  ADJUSTED  
 GC0437  ___________________________________________________________________
 GC0437  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 GC0437  DYNAMIC HT  -         225.098 (meters)     738.51  (feet)  COMP
 GC0437  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 GC0437
 GC0437  VERT ORDER  -  SECOND    CLASS 0
 GC0437
 GC0437.The horizontal coordinates were scaled from a topographic map and have
 GC0437.an estimated accuracy of +/- 6 seconds.
 GC0437
 GC0437.The orthometric height was determined by differential leveling
 GC0437.and adjusted by the National Geodetic Survey in June 1991..
 GC0437
 GC0437.The geoid height was determined by GEOID03.
 GC0437
 GC0437.The dynamic height is computed by dividing the NAVD 88
 GC0437.geopotential number by the normal gravity value computed on the
 GC0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0437.degrees latitude (g = 980.6199 gals.).
 GC0437
 GC0437.The modeled gravity was interpolated from observed gravity values.
 GC0437
 GC0437;                    North         East    Units  Estimated Accuracy
 GC0437;SPC TN       -   236,740.      524,930.      MT  (+/- 180 meters Scaled)
 GC0437
 GC0437                          SUPERSEDED SURVEY CONTROL
 GC0437
 GC0437  NGVD 29 (??/??/92)  225.327  (m)          739.26   (f) ADJ UNCH    2 0
 GC0437
 GC0437.Superseded values are not recommended for survey control.
 GC0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0437.See file dsdata.txt to determine how the superseded data were derived.
 GC0437
 GC0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF145354(NAD 83)
 GC0437_MARKER: DB = BENCH MARK DISK
 GC0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0437_STAMPING: K 87 1935
 GC0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0437+STABILITY: SURFACE MOTION
 GC0437
 GC0437  HISTORY     - Date     Condition        Report By
 GC0437  HISTORY     - 1935     MONUMENTED       CGS
 GC0437
 GC0437                          STATION DESCRIPTION
 GC0437
 GC0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0437'3.2 MI NW FROM GREENBRIER.
 GC0437'3.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0437'FROM THE STATION AT GREENBRIER, ROBERTSON COUNTY, 102 YARDS
 GC0437'NORTH OF MILEPOST 193, 34 YARDS SOUTHWEST OF A SIDETRACK SWITCH,
 GC0437'40.5 FEET WEST OF THE WEST RAIL, 6.3 FEET EAST OF A FENCE, AND
 GC0437'5.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 GC0437'STAMPED K 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0310 ***********************************************************************
 FF0310  DESIGNATION -  K 88
 FF0310  PID         -  FF0310
 FF0310  STATE/COUNTY-  TN/SHELBY
 FF0310  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0310
 FF0310                         *CURRENT SURVEY CONTROL
 FF0310  ___________________________________________________________________
 FF0310* NAD 83(1986)-  35 14 16.     (N)    090 03 08.     (W)     SCALED    
 FF0310* NAVD 88     -        73.153  (meters)     240.00   (feet)  ADJUSTED  
 FF0310  ___________________________________________________________________
 FF0310  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0310  DYNAMIC HT  -          73.088 (meters)     239.79  (feet)  COMP
 FF0310  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FF0310
 FF0310  VERT ORDER  -  FIRST     CLASS II
 FF0310
 FF0310.The horizontal coordinates were scaled from a topographic map and have
 FF0310.an estimated accuracy of +/- 6 seconds.
 FF0310
 FF0310.The orthometric height was determined by differential leveling
 FF0310.and adjusted by the National Geodetic Survey in June 1991..
 FF0310
 FF0310.The geoid height was determined by GEOID03.
 FF0310
 FF0310.The dynamic height is computed by dividing the NAVD 88
 FF0310.geopotential number by the normal gravity value computed on the
 FF0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0310.degrees latitude (g = 980.6199 gals.).
 FF0310
 FF0310.The modeled gravity was interpolated from observed gravity values.
 FF0310
 FF0310;                    North         East    Units  Estimated Accuracy
 FF0310;SPC TN       -   107,980.      231,260.      MT  (+/- 180 meters Scaled)
 FF0310
 FF0310                          SUPERSEDED SURVEY CONTROL
 FF0310
 FF0310  NGVD 29 (??/??/??)   73.116  (m)          239.88   (f) ADJUSTED    1 2
 FF0310
 FF0310.Superseded values are not recommended for survey control.
 FF0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0310.See file dsdata.txt to determine how the superseded data were derived.
 FF0310
 FF0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV682033(NAD 83)
 FF0310_MARKER: DB = BENCH MARK DISK
 FF0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0310_STAMPING: K 88 1957
 FF0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0310+STABILITY: SURFACE MOTION
 FF0310
 FF0310  HISTORY     - Date     Condition        Report By
 FF0310  HISTORY     - 1957     MONUMENTED       CGS
 FF0310  HISTORY     - 19970912 MARK NOT FOUND   TN1620
 FF0310
 FF0310                          STATION DESCRIPTION
 FF0310
 FF0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0310'3.4 MI NW FROM FRAYSER.
 FF0310'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER THE
 FF0310'ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE WEST
 FF0310'ALONG MARSH ROAD, THENCE 2.35 MILES NORTH AND NORTHWEST ALONG
 FF0310'BENJESTOWN ROAD, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF THE
 FF0310'BENJESTOWN ROAD, AND OLD CUBA-BENJESTOWN ROAD LEADING SOUTHWEST,
 FF0310'33 FEET EAST OF THE CENTER LINE OF THE ROAD, 117 FEET NORTH OF
 FF0310'THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 58 FEET WEST OF THE
 FF0310'NORTHWEST CORNER OF ANOTHER WHITE FRAME HOUSE, 13 FEET SOUTH OF
 FF0310'THE SOUTH MOST GUM TREE OF TWO, 6 FEET SOUTH OF A FENCE LINE,
 FF0310'17 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 1 1/2 FEET BELOW
 FF0310'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0310'PROJECTING 1 INCH ABOVE THE GROUND.  NOTE-- ABOUT 0.75 MILE
 FF0310'NORTHWEST OF THE WEST END OF THE BENJESTOWN ROAD BRIDGE OVER
 FF0310'THE LOOSAHATCHIE RIVER.
 FF0310
 FF0310                          STATION RECOVERY (1997)
 FF0310
 FF0310'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1640 ***********************************************************************
 FE1640  DESIGNATION -  K 89
 FE1640  PID         -  FE1640
 FE1640  STATE/COUNTY-  TN/LAUDERDALE
 FE1640  USGS QUAD   -  GILT EDGE (1981)
 FE1640
 FE1640                         *CURRENT SURVEY CONTROL
 FE1640  ___________________________________________________________________
 FE1640* NAD 83(1986)-  35 36 55.     (N)    089 51 07.     (W)     SCALED    
 FE1640* NAVD 88     -        79.007  (meters)     259.21   (feet)  ADJUSTED  
 FE1640  ___________________________________________________________________
 FE1640  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1640  DYNAMIC HT  -          78.939 (meters)     258.99  (feet)  COMP
 FE1640  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 FE1640
 FE1640  VERT ORDER  -  FIRST     CLASS II
 FE1640
 FE1640.The horizontal coordinates were scaled from a topographic map and have
 FE1640.an estimated accuracy of +/- 6 seconds.
 FE1640
 FE1640.The orthometric height was determined by differential leveling
 FE1640.and adjusted by the National Geodetic Survey in June 1991..
 FE1640
 FE1640.The geoid height was determined by GEOID03.
 FE1640
 FE1640.The dynamic height is computed by dividing the NAVD 88
 FE1640.geopotential number by the normal gravity value computed on the
 FE1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1640.degrees latitude (g = 980.6199 gals.).
 FE1640
 FE1640.The modeled gravity was interpolated from observed gravity values.
 FE1640
 FE1640;                    North         East    Units  Estimated Accuracy
 FE1640;SPC TN       -   149,100.      251,120.      MT  (+/- 180 meters Scaled)
 FE1640
 FE1640                          SUPERSEDED SURVEY CONTROL
 FE1640
 FE1640  NGVD 29 (??/??/??)   78.975  (m)          259.10   (f) ADJUSTED    1 2
 FE1640
 FE1640.Superseded values are not recommended for survey control.
 FE1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1640.See file dsdata.txt to determine how the superseded data were derived.
 FE1640
 FE1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE416450(NAD 83)
 FE1640_MARKER: DB = BENCH MARK DISK
 FE1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1640_STAMPING: K 89 1957
 FE1640_MARK LOGO: CGS   
 FE1640_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1640+STABILITY: SURFACE MOTION
 FE1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1640+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 FE1640
 FE1640  HISTORY     - Date     Condition        Report By
 FE1640  HISTORY     - 1957     MONUMENTED       CGS
 FE1640  HISTORY     - 1974     GOOD             LOCSUR
 FE1640  HISTORY     - 19971204 GOOD             USE
 FE1640  HISTORY     - 20020807 GOOD             USACE
 FE1640
 FE1640                          STATION DESCRIPTION
 FE1640
 FE1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1640'2 MI E FROM FULTON.
 FE1640'2.0 MILES EAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE AT
 FE1640'FULTON, 23 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 208
 FE1640'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 FE1640'A GRADED ROAD LEADING WEST, 193 FEET SOUTH-SOUTHWEST OF THE
 FE1640'CENTER LINE OF THE GRADED ROAD, 150 FEET NORTHEAST OF THE
 FE1640'NORTHWEST END OF AN 18-INCH METAL PIPE CULVERT UNDER THE HIGHWAY,
 FE1640'3 FEET NORTHEAST OF A POWER LINE POLE, 2 FEET SOUTHWEST OF A
 FE1640'WHITE WOODEN WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE
 FE1640'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FE1640'ABOVE THE GROUND.
 FE1640
 FE1640                          STATION RECOVERY (1974)
 FE1640
 FE1640'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 FE1640'RECOVERED IN GOOD CONDITION.
 FE1640
 FE1640                          STATION RECOVERY (1997)
 FE1640
 FE1640'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE1640'GRADED ROAD TO WEST IS NOW PAVED.
 FE1640
 FE1640                          STATION RECOVERY (2002)
 FE1640
 FE1640'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1640'GRADED ROAD WEST  IS NOW HWY 207.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0704 ***********************************************************************
 FD0704  DESIGNATION -  K 9
 FD0704  PID         -  FD0704
 FD0704  STATE/COUNTY-  TN/MAURY
 FD0704  USGS QUAD   -  COLUMBIA (1989)
 FD0704
 FD0704                         *CURRENT SURVEY CONTROL
 FD0704  ___________________________________________________________________
 FD0704* NAD 83(1986)-  35 37 01.     (N)    087 03 24.     (W)     SCALED    
 FD0704* NAVD 88     -       198.417  (meters)     650.97   (feet)  ADJUSTED  
 FD0704  ___________________________________________________________________
 FD0704  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FD0704  DYNAMIC HT  -         198.242 (meters)     650.40  (feet)  COMP
 FD0704  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 FD0704
 FD0704  VERT ORDER  -  FIRST     CLASS II
 FD0704
 FD0704.The horizontal coordinates were scaled from a topographic map and have
 FD0704.an estimated accuracy of +/- 6 seconds.
 FD0704
 FD0704.The orthometric height was determined by differential leveling
 FD0704.and adjusted by the National Geodetic Survey in June 1991..
 FD0704
 FD0704.The geoid height was determined by GEOID03.
 FD0704
 FD0704.The dynamic height is computed by dividing the NAVD 88
 FD0704.geopotential number by the normal gravity value computed on the
 FD0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0704.degrees latitude (g = 980.6199 gals.).
 FD0704
 FD0704.The modeled gravity was interpolated from observed gravity values.
 FD0704
 FD0704;                    North         East    Units  Estimated Accuracy
 FD0704;SPC TN       -   142,930.      504,280.      MT  (+/- 180 meters Scaled)
 FD0704
 FD0704                          SUPERSEDED SURVEY CONTROL
 FD0704
 FD0704  NGVD 29 (??/??/92)  198.399  (m)          650.91   (f) ADJ UNCH    1 2
 FD0704
 FD0704.Superseded values are not recommended for survey control.
 FD0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0704.See file dsdata.txt to determine how the superseded data were derived.
 FD0704
 FD0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE948414(NAD 83)
 FD0704_MARKER: DB = BENCH MARK DISK
 FD0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0704_SP_SET: BUILDING
 FD0704_STAMPING: K 9 1931 651.108
 FD0704_MARK LOGO: CGS   
 FD0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0704+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1987
 FD0704
 FD0704  HISTORY     - Date     Condition        Report By
 FD0704  HISTORY     - 1931     MONUMENTED       CGS
 FD0704  HISTORY     - 1949     GOOD             NGS
 FD0704  HISTORY     - 1963     GOOD             NGS
 FD0704  HISTORY     - 1983     GOOD             NGS
 FD0704  HISTORY     - 19870630 GOOD             LOCENG
 FD0704
 FD0704                          STATION DESCRIPTION
 FD0704
 FD0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0704'AT COLUMBIA.
 FD0704'AT COLUMBIA, ABOUT 1.3 MILES NORTHWEST ALONG THE LOUISVILLE AND
 FD0704'NASHVILLE RAILROAD FROM THE STATION AT COLUMBIA, AT THE WEST
 FD0704'CITY LIMITS, AT THE CROSSING OF STATE HIGHWAY 99, SET VERTICALLY
 FD0704'IN THE EAST FACE AT THE NORTHEAST CORNER OF THE COLUMBIA MILITARY
 FD0704'ACADEMY, 1 1/2 FEET SOUTH OF THE NORTHEAST CORNER AND ABOUT 5
 FD0704'FEET ABOVE THE GROUND.
 FD0704
 FD0704                          STATION RECOVERY (1963)
 FD0704
 FD0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FD0704'RECOVERED IN GOOD CONDITION.
 FD0704
 FD0704                          STATION RECOVERY (1983)
 FD0704
 FD0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0704'RECOVERED IN GOOD CONDITION.
 FD0704
 FD0704                          STATION RECOVERY (1987)
 FD0704
 FD0704'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FD0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1330 ***********************************************************************
 FE1330  DESIGNATION -  K 90
 FE1330  PID         -  FE1330
 FE1330  STATE/COUNTY-  TN/TIPTON
 FE1330  USGS QUAD   -  DRUMMONDS (1983)
 FE1330
 FE1330                         *CURRENT SURVEY CONTROL
 FE1330  ___________________________________________________________________
 FE1330* NAD 83(1986)-  35 27 49.     (N)    089 58 43.     (W)     SCALED    
 FE1330* NAVD 88     -        71.538  (meters)     234.70   (feet)  ADJUSTED  
 FE1330  ___________________________________________________________________
 FE1330  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1330  DYNAMIC HT  -          71.475 (meters)     234.50  (feet)  COMP
 FE1330  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 FE1330
 FE1330  VERT ORDER  -  FIRST     CLASS II
 FE1330
 FE1330.The horizontal coordinates were scaled from a topographic map and have
 FE1330.an estimated accuracy of +/- 6 seconds.
 FE1330
 FE1330.The orthometric height was determined by differential leveling
 FE1330.and adjusted by the National Geodetic Survey in June 1991..
 FE1330
 FE1330.The geoid height was determined by GEOID03.
 FE1330
 FE1330.The dynamic height is computed by dividing the NAVD 88
 FE1330.geopotential number by the normal gravity value computed on the
 FE1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1330.degrees latitude (g = 980.6199 gals.).
 FE1330
 FE1330.The modeled gravity was interpolated from observed gravity values.
 FE1330
 FE1330;                    North         East    Units  Estimated Accuracy
 FE1330;SPC TN       -   132,740.      238,970.      MT  (+/- 180 meters Scaled)
 FE1330
 FE1330                          SUPERSEDED SURVEY CONTROL
 FE1330
 FE1330  NGVD 29 (??/??/??)   71.507  (m)          234.60   (f) ADJUSTED    1 2
 FE1330
 FE1330.Superseded values are not recommended for survey control.
 FE1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1330.See file dsdata.txt to determine how the superseded data were derived.
 FE1330
 FE1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE296285(NAD 83)
 FE1330_MARKER: P = PIPE CAP
 FE1330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1330_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1330_STAMPING: K 90 1957
 FE1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1330
 FE1330  HISTORY     - Date     Condition        Report By
 FE1330  HISTORY     - 1957     MONUMENTED       CGS
 FE1330  HISTORY     - 20020412 POOR             USACE
 FE1330
 FE1330                          STATION DESCRIPTION
 FE1330
 FE1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1330'4.4 MI NW FROM DIXONVILLE.
 FE1330'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1330'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1330'GRAVEL ROAD, THENCE 0.75 MILES WEST ALONG A DIRT FARM ROAD,
 FE1330'THENCE 1.15 MILES NORTH ALONG A DIRT FARM ROAD, NEAR THE JUNCTION
 FE1330'OF A FARM ROAD LEADING WEST TO THE MISSISSIPPI RIVER, 28 FEET
 FE1330'WEST OF THE CENTER LINE OF NORTH-SOUTH ROAD, 28 FEET NORTH OF
 FE1330'THE CENTER LINE OF THE ROAD WEST, 48 FEET NORTHWEST OF THE
 FE1330'CENTER OF THE JUNCTION OF THE TWO ROADS, 109 FEET SOUTH-SOUTHWEST
 FE1330'OF A FENCE CORNER, 67 FEET EAST-NORTHEAST OF THE NORTHEAST
 FE1330'CORNER OF A 16-FOOT WOODEN BRIDGE UNDER THE ROAD WEST, A FOOT
 FE1330'SOUTHEAST OF A LONE 8-INCH HACKBERRY TREE, ABOUT LEVEL WITH THE
 FE1330'ROADS, A DISK WELDED ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING
 FE1330'5 INCHES ABOVE THE GROUND.  ABOUT 10.7 MILES SOUTHWEST OF
 FE1330'RANDOLPH, TIPTON, COUNTY, TENNESSEE.  MARK IS ALSO 0.7 MILE
 FE1330'SOUTH ALONG A DIRT FARM ROAD FROM BENCH MARK B-90 1957.
 FE1330
 FE1330                          STATION RECOVERY (2002)
 FE1330
 FE1330'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1330'NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1586 ***********************************************************************
 FE1586  DESIGNATION -  K 91
 FE1586  PID         -  FE1586
 FE1586  STATE/COUNTY-  TN/LAUDERDALE
 FE1586  USGS QUAD   -  OPEN LAKE (1983)
 FE1586
 FE1586                         *CURRENT SURVEY CONTROL
 FE1586  ___________________________________________________________________
 FE1586* NAD 83(1986)-  35 46 23.     (N)    089 42 12.     (W)     SCALED    
 FE1586* NAVD 88     -        76.912  (meters)     252.34   (feet)  ADJUSTED  
 FE1586  ___________________________________________________________________
 FE1586  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1586  DYNAMIC HT  -          76.846 (meters)     252.12  (feet)  COMP
 FE1586  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 FE1586
 FE1586  VERT ORDER  -  FIRST     CLASS II
 FE1586
 FE1586.The horizontal coordinates were scaled from a topographic map and have
 FE1586.an estimated accuracy of +/- 6 seconds.
 FE1586
 FE1586.The orthometric height was determined by differential leveling
 FE1586.and adjusted by the National Geodetic Survey in June 1991..
 FE1586
 FE1586.The geoid height was determined by GEOID03.
 FE1586
 FE1586.The dynamic height is computed by dividing the NAVD 88
 FE1586.geopotential number by the normal gravity value computed on the
 FE1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1586.degrees latitude (g = 980.6199 gals.).
 FE1586
 FE1586.The modeled gravity was interpolated from observed gravity values.
 FE1586
 FE1586;                    North         East    Units  Estimated Accuracy
 FE1586;SPC TN       -   166,070.      265,240.      MT  (+/- 180 meters Scaled)
 FE1586
 FE1586                          SUPERSEDED SURVEY CONTROL
 FE1586
 FE1586  NGVD 29 (??/??/??)   76.872  (m)          252.20   (f) ADJUSTED    1 2
 FE1586
 FE1586.Superseded values are not recommended for survey control.
 FE1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1586.See file dsdata.txt to determine how the superseded data were derived.
 FE1586
 FE1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE556621(NAD 83)
 FE1586_MARKER: DB = BENCH MARK DISK
 FE1586_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1586_SP_SET: 96 FEET
 FE1586_STAMPING: K 91 1957
 FE1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1586
 FE1586  HISTORY     - Date     Condition        Report By
 FE1586  HISTORY     - 1957     MONUMENTED       CGS
 FE1586  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1586
 FE1586                          STATION DESCRIPTION
 FE1586
 FE1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1586'3.4 MI E FROM ASHPORT.
 FE1586'3.35 MILES EAST ALONG STATE HIGHWAY 19 FROM THE ASHPORT SCHOOL,
 FE1586'ABOUT 0.35 MILE WEST OF THE WEST END OF THE BRIDGE OVER COLD
 FE1586'CREEK, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 FE1586'NORTHEAST OF THE NORTHEAST CORNER OF A TENANT HOUSE, 38 1/2 FEET
 FE1586'WEST OF THE NORTHWEST CORNER OF THE EAST MOST OF FOUR TENANT
 FE1586'HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 30 FEET EAST-SOUTHEAST
 FE1586'OF A POWER LINE POLE, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, A
 FE1586'DISK ON TOP OF A COPPER COATED STEEL ROD 1 INCH BELOW THE SURFACE
 FE1586'AND PROTECTED BY A 4 INCH TILE PROJECTING 1 INCH ABOVE THE
 FE1586'GROUND.  ROD DRIVEN TO A DEPTH OF 96 FEET.
 FE1586
 FE1586                          STATION RECOVERY (1971)
 FE1586
 FE1586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1552 ***********************************************************************
 FE1552  DESIGNATION -  K 92
 FE1552  PID         -  FE1552
 FE1552  STATE/COUNTY-  TN/LAUDERDALE
 FE1552  USGS QUAD   -  CHIC (1983)
 FE1552
 FE1552                         *CURRENT SURVEY CONTROL
 FE1552  ___________________________________________________________________
 FE1552* NAD 83(1986)-  35 53 25.     (N)    089 42 45.     (W)     SCALED    
 FE1552* NAVD 88     -        76.787  (meters)     251.93   (feet)  ADJUSTED  
 FE1552  ___________________________________________________________________
 FE1552  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE1552  DYNAMIC HT  -          76.723 (meters)     251.72  (feet)  COMP
 FE1552  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 FE1552
 FE1552  VERT ORDER  -  FIRST     CLASS II
 FE1552
 FE1552.The horizontal coordinates were scaled from a topographic map and have
 FE1552.an estimated accuracy of +/- 6 seconds.
 FE1552
 FE1552.The orthometric height was determined by differential leveling
 FE1552.and adjusted by the National Geodetic Survey in June 1991..
 FE1552
 FE1552.The geoid height was determined by GEOID03.
 FE1552
 FE1552.The dynamic height is computed by dividing the NAVD 88
 FE1552.geopotential number by the normal gravity value computed on the
 FE1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1552.degrees latitude (g = 980.6199 gals.).
 FE1552
 FE1552.The modeled gravity was interpolated from observed gravity values.
 FE1552
 FE1552;                    North         East    Units  Estimated Accuracy
 FE1552;SPC TN       -   179,100.      264,900.      MT  (+/- 180 meters Scaled)
 FE1552
 FE1552                          SUPERSEDED SURVEY CONTROL
 FE1552
 FE1552  NGVD 29 (??/??/??)   76.737  (m)          251.76   (f) ADJUSTED    1 2
 FE1552
 FE1552.Superseded values are not recommended for survey control.
 FE1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1552.See file dsdata.txt to determine how the superseded data were derived.
 FE1552
 FE1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE551751(NAD 83)
 FE1552_MARKER: DB = BENCH MARK DISK
 FE1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1552_STAMPING: K 92 1957
 FE1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1552+STABILITY: SURFACE MOTION
 FE1552
 FE1552  HISTORY     - Date     Condition        Report By
 FE1552  HISTORY     - 1957     MONUMENTED       CGS
 FE1552  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1552
 FE1552                          STATION DESCRIPTION
 FE1552
 FE1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1552'2.2 MI E FROM BARR.
 FE1552'1.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE STORE AND POST
 FE1552'OFFICE AT BARR, THENCE 1.2 MILES NORTHEAST ALONG A GRAVEL ROAD
 FE1552'LEADING TO HALES POINT, ABOUT 0.5 MILE EAST OF A RIGHT ANGLE
 FE1552'TURN IN THE ROAD AND THE JUNCTION OF A FARM ROAD LEADING NORTH,
 FE1552'58 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 59 FEET
 FE1552'NORTH-NORTHEAST OF THE JUNCTION OF THE MAIN ROAD AND A DIM ROAD
 FE1552'LEADING NORTH TO MR. SMITH RESIDENCE, 13 FEET EAST OF THE CENTER
 FE1552'LINE OF THE ROAD NORTH, 22 FEET SOUTH-SOUTHEAST OF A BLAZED
 FE1552'16 INCH COTTONWOOD TREE, 20 FEET NORTH OF A BLAZED 14 INCH MAPLE
 FE1552'TREE, 4 FEET WEST-SOUTHWEST OF AN 8 INCH MAPLE TREE, 2 FEET WEST
 FE1552'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 FE1552'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FE1552'GROUND.
 FE1552
 FE1552                          STATION RECOVERY (2002)
 FE1552
 FE1552'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1552'SUSPECTED DESTROYED. AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1322 ***********************************************************************
 FE1322  DESIGNATION -  K 93
 FE1322  PID         -  FE1322
 FE1322  STATE/COUNTY-  TN/TIPTON
 FE1322  USGS QUAD   -  MUNFORD (1983)
 FE1322
 FE1322                         *CURRENT SURVEY CONTROL
 FE1322  ___________________________________________________________________
 FE1322* NAD 83(1986)-  35 27 01.     (N)    089 49 52.     (W)     SCALED    
 FE1322* NAVD 88     -       123.817  (meters)     406.22   (feet)  ADJUSTED  
 FE1322  ___________________________________________________________________
 FE1322  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FE1322  DYNAMIC HT  -         123.708 (meters)     405.87  (feet)  COMP
 FE1322  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 FE1322
 FE1322  VERT ORDER  -  FIRST     CLASS I
 FE1322
 FE1322.The horizontal coordinates were scaled from a topographic map and have
 FE1322.an estimated accuracy of +/- 6 seconds.
 FE1322
 FE1322.The orthometric height was determined by differential leveling
 FE1322.and adjusted by the National Geodetic Survey in June 1991..
 FE1322
 FE1322.The geoid height was determined by GEOID03.
 FE1322
 FE1322.The dynamic height is computed by dividing the NAVD 88
 FE1322.geopotential number by the normal gravity value computed on the
 FE1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1322.degrees latitude (g = 980.6199 gals.).
 FE1322
 FE1322.The modeled gravity was interpolated from observed gravity values.
 FE1322
 FE1322;                    North         East    Units  Estimated Accuracy
 FE1322;SPC TN       -   130,730.      252,290.      MT  (+/- 180 meters Scaled)
 FE1322
 FE1322                          SUPERSEDED SURVEY CONTROL
 FE1322
 FE1322  NGVD 29 (??/??/??)  123.792  (m)          406.14   (f) ADJUSTED    1 1
 FE1322
 FE1322.Superseded values are not recommended for survey control.
 FE1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1322.See file dsdata.txt to determine how the superseded data were derived.
 FE1322
 FE1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE430266(NAD 83)
 FE1322_MARKER: DB = BENCH MARK DISK
 FE1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1322_STAMPING: K 93 1957
 FE1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1322+STABILITY: SURFACE MOTION
 FE1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1322+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1322
 FE1322  HISTORY     - Date     Condition        Report By
 FE1322  HISTORY     - 1957     MONUMENTED       CGS
 FE1322  HISTORY     - 1974     GOOD             NGS
 FE1322  HISTORY     - 20021003 GOOD             USACE
 FE1322
 FE1322                          STATION DESCRIPTION
 FE1322
 FE1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1322'1 MI W FROM MUNFORD.
 FE1322'ABOUT 1.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE MUNFORD
 FE1322'PRESBYTERIAN CHURCH AT MUNFORD, 0.85 MILE EAST OF WOODEN BRIDGE
 FE1322'OVER BIG CREEK, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 75
 FE1322'FEET WEST OF A FIRE HYDRANT, 44 FEET EAST OF THE CENTER LINE OF
 FE1322'A TRACK ROAD LEADING NORTH, 13.5 FEET EAST-SOUTHEAST OF A POWER
 FE1322'POLE, 4.2 FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS
 FE1322'POST, 3 FEET ABOVE GROUND AND IN THE TOP OF A CONCRETE POST
 FE1322'PROJECTING 3-INCHES.
 FE1322
 FE1322                          STATION RECOVERY (2002)
 FE1322
 FE1322'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1717 ***********************************************************************
 FE1717  DESIGNATION -  K 94
 FE1717  PID         -  FE1717
 FE1717  STATE/COUNTY-  TN/LAUDERDALE
 FE1717  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1717
 FE1717                         *CURRENT SURVEY CONTROL
 FE1717  ___________________________________________________________________
 FE1717* NAD 83(1986)-  35 39 32.     (N)    089 35 00.     (W)     SCALED    
 FE1717* NAVD 88     -        85.832  (meters)     281.60   (feet)  ADJUSTED  
 FE1717  ___________________________________________________________________
 FE1717  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE1717  DYNAMIC HT  -          85.759 (meters)     281.36  (feet)  COMP
 FE1717  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 FE1717
 FE1717  VERT ORDER  -  SECOND    CLASS 0
 FE1717
 FE1717.The horizontal coordinates were scaled from a topographic map and have
 FE1717.an estimated accuracy of +/- 6 seconds.
 FE1717
 FE1717.The orthometric height was determined by differential leveling
 FE1717.and adjusted by the National Geodetic Survey in June 1991..
 FE1717
 FE1717.The geoid height was determined by GEOID03.
 FE1717
 FE1717.The dynamic height is computed by dividing the NAVD 88
 FE1717.geopotential number by the normal gravity value computed on the
 FE1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1717.degrees latitude (g = 980.6199 gals.).
 FE1717
 FE1717.The modeled gravity was interpolated from observed gravity values.
 FE1717
 FE1717;                    North         East    Units  Estimated Accuracy
 FE1717;SPC TN       -   153,010.      275,620.      MT  (+/- 180 meters Scaled)
 FE1717
 FE1717                          SUPERSEDED SURVEY CONTROL
 FE1717
 FE1717  NGVD 29 (??/??/??)   85.823  (m)          281.57   (f) ADJUSTED    2 0
 FE1717
 FE1717.Superseded values are not recommended for survey control.
 FE1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1717.See file dsdata.txt to determine how the superseded data were derived.
 FE1717
 FE1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE661491(NAD 83)
 FE1717_MARKER: P = PIPE CAP
 FE1717_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1717_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1717_STAMPING: K 94 1957
 FE1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1717
 FE1717  HISTORY     - Date     Condition        Report By
 FE1717  HISTORY     - 1957     MONUMENTED       CGS
 FE1717
 FE1717                          STATION DESCRIPTION
 FE1717
 FE1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1717'1.1 MI SW FROM HENNING.
 FE1717'1.1 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1717'STATION AT HENNING, ABOUT 0.1 MILE NORTHEAST OF MILEPOST NO. 345,
 FE1717'33 3/4 FEET NORTHWEST OF THE NORTHWEST RAIL, 207 FEET NORTHEAST
 FE1717'OF A FENCE CORNER AT AN OFFSET IN A FENCE LINE, 86 FEET
 FE1717'NORTH-NORTHWEST AND ACROSS THE TRACK FROM TELEPHONE POLE NO.
 FE1717'5298 1/2, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE AND
 FE1717'AT THE SOUTHWEST END OF A CUT, A DISK WELDED ON TOP OF A 2 1/2
 FE1717'INCH IRON PIPE PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0899 ***********************************************************************
 GD0899  DESIGNATION -  K 95
 GD0899  PID         -  GD0899
 GD0899  STATE/COUNTY-  TN/DYER
 GD0899  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0899
 GD0899                         *CURRENT SURVEY CONTROL
 GD0899  ___________________________________________________________________
 GD0899* NAD 83(1986)-  36 00 22.     (N)    089 41 16.     (W)     SCALED    
 GD0899* NAVD 88     -        80.086  (meters)     262.75   (feet)  ADJUSTED  
 GD0899  ___________________________________________________________________
 GD0899  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0899  DYNAMIC HT  -          80.019 (meters)     262.53  (feet)  COMP
 GD0899  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 GD0899
 GD0899  VERT ORDER  -  FIRST     CLASS II
 GD0899
 GD0899.The horizontal coordinates were scaled from a topographic map and have
 GD0899.an estimated accuracy of +/- 6 seconds.
 GD0899
 GD0899.The orthometric height was determined by differential leveling
 GD0899.and adjusted by the National Geodetic Survey in June 1991..
 GD0899
 GD0899.The geoid height was determined by GEOID03.
 GD0899
 GD0899.The dynamic height is computed by dividing the NAVD 88
 GD0899.geopotential number by the normal gravity value computed on the
 GD0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0899.degrees latitude (g = 980.6199 gals.).
 GD0899
 GD0899.The modeled gravity was interpolated from observed gravity values.
 GD0899
 GD0899;                    North         East    Units  Estimated Accuracy
 GD0899;SPC TN       -   191,860.      267,620.      MT  (+/- 180 meters Scaled)
 GD0899
 GD0899                          SUPERSEDED SURVEY CONTROL
 GD0899
 GD0899  NGVD 29 (??/??/??)   80.027  (m)          262.56   (f) ADJUSTED    1 2
 GD0899
 GD0899.Superseded values are not recommended for survey control.
 GD0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0899.See file dsdata.txt to determine how the superseded data were derived.
 GD0899
 GD0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE577879(NAD 83)
 GD0899_MARKER: DB = BENCH MARK DISK
 GD0899_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0899_SP_SET: 56 FEET
 GD0899_STAMPING: K 95 1957
 GD0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0899
 GD0899  HISTORY     - Date     Condition        Report By
 GD0899  HISTORY     - 1957     MONUMENTED       CGS
 GD0899  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0899
 GD0899                          STATION DESCRIPTION
 GD0899
 GD0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0899'AT MIDWAY.
 GD0899'AT MIDWAY, AT JUNCTION OF A NORTH-SOUTH ROAD AND A ROAD LEADING
 GD0899'EAST, AT MIDWAY BAPTIST CHURCH, 269 FEET EAST OF CENTER LINE OF
 GD0899'NORTH-SOUTH ROAD, 105 FEET NORTH OF NORTH EDGE OF ONE LANE
 GD0899'PAVEMENT OF ROAD EAST, 86 FEET EAST OF A WELL WITH PUMP, 29
 GD0899'FEET EAST-SOUTHEAST OF A 40-INCH ELM TREE, 4 1/2 FEET SOUTH OF
 GD0899'SOUTHWEST CORNER OF CHURCH, ABOUT LEVEL WITH ROADS AND IS A
 GD0899'DISK ON COPPER COATED STEEL ROD ABOUT 3 INCHES UNDERGROUND AND
 GD0899'PROTECTED BY A 4-INCH TILE WHICH PROJECTS 1 INCH.  THE ROD WAS
 GD0899'DRIVEN TO A DEPTH OF 56 FEET.
 GD0899
 GD0899                          STATION RECOVERY (2002)
 GD0899
 GD0899'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0899'MARK SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0865 ***********************************************************************
 GD0865  DESIGNATION -  K 96
 GD0865  PID         -  GD0865
 GD0865  STATE/COUNTY-  TN/LAKE
 GD0865  USGS QUAD   -  TENNEMO (1983)
 GD0865
 GD0865                         *CURRENT SURVEY CONTROL
 GD0865  ___________________________________________________________________
 GD0865* NAD 83(1986)-  36 11 50.     (N)    089 35 59.     (W)     SCALED    
 GD0865* NAVD 88     -        81.579  (meters)     267.65   (feet)  ADJUSTED  
 GD0865  ___________________________________________________________________
 GD0865  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0865  DYNAMIC HT  -          81.512 (meters)     267.43  (feet)  COMP
 GD0865  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GD0865
 GD0865  VERT ORDER  -  FIRST     CLASS II
 GD0865
 GD0865.The horizontal coordinates were scaled from a topographic map and have
 GD0865.an estimated accuracy of +/- 6 seconds.
 GD0865
 GD0865.The orthometric height was determined by differential leveling
 GD0865.and adjusted by the National Geodetic Survey in June 1991..
 GD0865
 GD0865.The geoid height was determined by GEOID03.
 GD0865
 GD0865.The dynamic height is computed by dividing the NAVD 88
 GD0865.geopotential number by the normal gravity value computed on the
 GD0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0865.degrees latitude (g = 980.6199 gals.).
 GD0865
 GD0865.The modeled gravity was interpolated from observed gravity values.
 GD0865
 GD0865;                    North         East    Units  Estimated Accuracy
 GD0865;SPC TN       -   212,750.      276,330.      MT  (+/- 180 meters Scaled)
 GD0865
 GD0865                          SUPERSEDED SURVEY CONTROL
 GD0865
 GD0865  NGVD 29 (??/??/??)   81.505  (m)          267.40   (f) ADJUSTED    1 2
 GD0865
 GD0865.Superseded values are not recommended for survey control.
 GD0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0865.See file dsdata.txt to determine how the superseded data were derived.
 GD0865
 GD0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF662089(NAD 83)
 GD0865_MARKER: DB = BENCH MARK DISK
 GD0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0865_STAMPING: K 96 1957
 GD0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0865+STABILITY: SURFACE MOTION
 GD0865
 GD0865  HISTORY     - Date     Condition        Report By
 GD0865  HISTORY     - 1957     MONUMENTED       CGS
 GD0865  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0865
 GD0865                          STATION DESCRIPTION
 GD0865
 GD0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0865'9.2 MI SW FROM RIDGELY.
 GD0865'1.5 MILES WEST ALONG A BLACK TOP ROAD (DEPOT STREET EXTENDED)
 GD0865'FROM THE ILLINOIS CENTRAL RAILROAD STATION AT RIDGELY, THENCE
 GD0865'ABOUT 3.05 MILES SOUTH AND SOUTHWEST ALONG A BLACK TOP ROAD
 GD0865'FOLLOWING LEVEE, THENCE ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY
 GD0865'79, THENCE ABOUT 1.5 MILES SOUTH ALONG A GRAVEL ROAD, AT A
 GD0865'GROUP OF THREE LARGE PECAN TREES, 26 FEET WEST OF CENTER LINE
 GD0865'OF ROAD, 12 FEET SOUTH OF THE NORTH ONE OF THE TREES, 48 FEET
 GD0865'NORTH OF THE CENTER ONE OF THE TREES, 2 FEET NORTH OF A CONCRETE
 GD0865'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE
 GD0865'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK IS REACHED FROM
 GD0865'TENNEMO BY GOING ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 103
 GD0865'FROM THE JUNCTION OF GRAVEL ROAD FOLLOWING OLD LEVEE, THENCE
 GD0865'ABOUT 1.25 MILES NORTH AND WEST ALONG A GRAVEL ROAD TO BRIDGE
 GD0865'OVER BLUE BANK BAYOU AND ND OF GRAVEL ROAD, THENCE ABOUT 1.8
 GD0865'MILES NORTHWEST ALONG FIELD ROADS AND A GRAVEL ROAD TO SIDE
 GD0865'OF MARK.
 GD0865
 GD0865                          STATION RECOVERY (2002)
 GD0865
 GD0865'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0865'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0930 ***********************************************************************
 GA0930  DESIGNATION -  K 97
 GA0930  PID         -  GA0930
 GA0930  STATE/COUNTY-  TN/WASHINGTON
 GA0930  USGS QUAD   -  LOVELACE (1971)
 GA0930
 GA0930                         *CURRENT SURVEY CONTROL
 GA0930  ___________________________________________________________________
 GA0930* NAD 83(1986)-  36 26 14.     (N)    082 37 31.     (W)     SCALED    
 GA0930* NAVD 88     -       386.671  (meters)    1268.60   (feet)  ADJUSTED  
 GA0930  ___________________________________________________________________
 GA0930  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0930  DYNAMIC HT  -         386.312 (meters)    1267.43  (feet)  COMP
 GA0930  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 GA0930
 GA0930  VERT ORDER  -  SECOND    CLASS 0
 GA0930
 GA0930.The horizontal coordinates were scaled from a topographic map and have
 GA0930.an estimated accuracy of +/- 6 seconds.
 GA0930
 GA0930.The orthometric height was determined by differential leveling
 GA0930.and adjusted by the National Geodetic Survey in June 1991..
 GA0930
 GA0930.The geoid height was determined by GEOID03.
 GA0930
 GA0930.The dynamic height is computed by dividing the NAVD 88
 GA0930.geopotential number by the normal gravity value computed on the
 GA0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0930.degrees latitude (g = 980.6199 gals.).
 GA0930
 GA0930.The modeled gravity was interpolated from observed gravity values.
 GA0930
 GA0930;                    North         East    Units  Estimated Accuracy
 GA0930;SPC TN       -   238,650.      902,530.      MT  (+/- 180 meters Scaled)
 GA0930
 GA0930                          SUPERSEDED SURVEY CONTROL
 GA0930
 GA0930  NGVD 29 (??/??/92)  386.809  (m)         1269.06   (f) ADJ UNCH    2 0
 GA0930
 GA0930.Superseded values are not recommended for survey control.
 GA0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0930.See file dsdata.txt to determine how the superseded data were derived.
 GA0930
 GA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA543336(NAD 83)
 GA0930_MARKER: DB = BENCH MARK DISK
 GA0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0930_SP_SET: BRIDGE
 GA0930_STAMPING: K 97 1935
 GA0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0930
 GA0930  HISTORY     - Date     Condition        Report By
 GA0930  HISTORY     - 1935     MONUMENTED       CGS
 GA0930
 GA0930                          STATION DESCRIPTION
 GA0930
 GA0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0930'1.6 MI N FROM FALL BRANCH.
 GA0930'IN SULLIVAN COUNTY, 1.6 MILES NORTH ALONG STATE HIGHWAY 81 FROM
 GA0930'THE POST OFFICE AT FALL BRANCH, WASHINGTON COUNTY, 150 FEET SOUTH
 GA0930'OF A CROSSROADS, AT A BRIDGE OVER HORSE CREEK 12 FEET EAST OF
 GA0930'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE WING WALL, AND
 GA0930'6 INCHES LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 97
 GA0930'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0815 ***********************************************************************
 GA0815  DESIGNATION -  K 98
 GA0815  PID         -  GA0815
 GA0815  STATE/COUNTY-  TN/GREENE
 GA0815  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0815
 GA0815                         *CURRENT SURVEY CONTROL
 GA0815  ___________________________________________________________________
 GA0815* NAD 83(1986)-  36 20 18.     (N)    082 41 39.     (W)     SCALED    
 GA0815* NAVD 88     -       502.968  (meters)    1650.15   (feet)  ADJUSTED  
 GA0815  ___________________________________________________________________
 GA0815  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0815  DYNAMIC HT  -         502.492 (meters)    1648.59  (feet)  COMP
 GA0815  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 GA0815
 GA0815  VERT ORDER  -  SECOND    CLASS 0
 GA0815
 GA0815.The horizontal coordinates were scaled from a topographic map and have
 GA0815.an estimated accuracy of +/- 6 seconds.
 GA0815
 GA0815.The orthometric height was determined by differential leveling
 GA0815.and adjusted by the National Geodetic Survey in June 1991..
 GA0815
 GA0815.The geoid height was determined by GEOID03.
 GA0815
 GA0815.The dynamic height is computed by dividing the NAVD 88
 GA0815.geopotential number by the normal gravity value computed on the
 GA0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0815.degrees latitude (g = 980.6199 gals.).
 GA0815
 GA0815.The modeled gravity was interpolated from observed gravity values.
 GA0815
 GA0815;                    North         East    Units  Estimated Accuracy
 GA0815;SPC TN       -   227,470.      896,730.      MT  (+/- 180 meters Scaled)
 GA0815
 GA0815                          SUPERSEDED SURVEY CONTROL
 GA0815
 GA0815  NGVD 29 (??/??/92)  503.106  (m)         1650.61   (f) ADJ UNCH    2 0
 GA0815
 GA0815.Superseded values are not recommended for survey control.
 GA0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0815.See file dsdata.txt to determine how the superseded data were derived.
 GA0815
 GA0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA479228(NAD 83)
 GA0815_MARKER: DB = BENCH MARK DISK
 GA0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0815_STAMPING: K 98 1935
 GA0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0815+STABILITY: SURFACE MOTION
 GA0815
 GA0815  HISTORY     - Date     Condition        Report By
 GA0815  HISTORY     - 1935     MONUMENTED       CGS
 GA0815  HISTORY     - 1961     GOOD             NGS
 GA0815
 GA0815                          STATION DESCRIPTION
 GA0815
 GA0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0815'2.5 MI S FROM JEAROLDSTOWN.
 GA0815'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81 FROM
 GA0815'FALL BRANCH, WASHINGTON COUNTY, THENCE 5.4 MILES SOUTHWEST ALONG
 GA0815'STATE HIGHWAY 93, 200 YARDS SOUTHWEST OF THE C.F. SMITH RESIDENCE,
 GA0815'AT A TRIANGULAR PLOT FORMED BY THE INTERSECTION OF THE
 GA0815'JEAROLDSTOWN-JOCKEY AND LIMESTONE ROADS, 16 YARDS NORTHWEST OF THE
 GA0815'CENTERLINE OF THE HIGHWAY 17 YARDS SOUTHWEST OF THE CENTERLINE
 GA0815'OF THE ROAD, AND 4 FEET HIGHER THEN THE HIGHWAY.  A STANDARD
 GA0815'DISK, STAMPED K 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1481 ***********************************************************************
 FD1481  DESIGNATION -  KAISER
 FD1481  PID         -  FD1481
 FD1481  STATE/COUNTY-  TN/RUTHERFORD
 FD1481  USGS QUAD   -  CHAPEL HILL (1980)
 FD1481
 FD1481                         *CURRENT SURVEY CONTROL
 FD1481  ___________________________________________________________________
 FD1481* NAD 83(1995)-  35 44 24.06922(N)    086 38 34.53972(W)     ADJUSTED  
 FD1481* NAVD 88     -       233.53   (+/-2cm)     766.2    (feet)  VERTCON   
 FD1481  ___________________________________________________________________
 FD1481  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FD1481  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FD1481
 FD1481  HORZ ORDER  -  SECOND
 FD1481  VERT ORDER  -  THIRD ? (See Below)
 FD1481
 FD1481.The horizontal coordinates were established by classical geodetic methods
 FD1481.and adjusted by the National Geodetic Survey in April 1999..
 FD1481
 FD1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1481.The vertical order pertains to the NGVD 29 superseded value.
 FD1481
 FD1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1481
 FD1481.The geoid height was determined by GEOID03.
 FD1481
 FD1481;                    North         East     Units Scale Factor Converg.
 FD1481;SPC TN       -   156,261.342   541,844.941   MT  0.99994974   -0 22 35.0
 FD1481;SPC TN       -   512,667.42  1,777,702.94   sFT  0.99994974   -0 22 35.0
 FD1481;UTM  16      - 3,955,172.178   532,287.441   MT  0.99961285   +0 12 30.9
 FD1481
 FD1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1481!SPC TN       -   0.99996778  x   0.99994974  =   0.99991753
 FD1481!UTM  16      -   0.99996778  x   0.99961285  =   0.99958065
 FD1481
 FD1481|---------------------------------------------------------------------|
 FD1481| PID    Reference Object                     Distance      Geod. Az  |
 FD1481|                                                           dddmmss.s |
 FD1481| CG6674 KAISER RM 1                          45.232 METERS 00855     |
 FD1481| CG6673 KAISER AZ MK                                       0952625.7 |
 FD1481| CG6675 KAISER RM 2                          11.811 METERS 09725     |
 FD1481| FD1482 TT 63 D=PBM 7690                     25.326 METERS 16205     |
 FD1481|---------------------------------------------------------------------|
 FD1481
 FD1481                          SUPERSEDED SURVEY CONTROL
 FD1481
 FD1481  NAD 83(1995)-  35 44 24.07417(N)    086 38 34.54258(W) AD(       ) 2
 FD1481  NAD 83(1986)-  35 44 24.07935(N)    086 38 34.54064(W) AD(       ) 2
 FD1481  NAD 27      -  35 44 23.84100(N)    086 38 34.55500(W) AD(       ) 2
 FD1481  NGVD 29 (07/19/86)  233.52   (m)          766.1    (f) LEVELING    3  
 FD1481
 FD1481.Superseded values are not recommended for survey control.
 FD1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1481.See file dsdata.txt to determine how the superseded data were derived.
 FD1481
 FD1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3228755172(NAD 83)
 FD1481_MARKER: DS = TRIANGULATION STATION DISK
 FD1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1481+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2001
 FD1481
 FD1481  HISTORY     - Date     Condition        Report By
 FD1481  HISTORY     - 1934     MONUMENTED       CGS
 FD1481  HISTORY     - 20010727 GOOD             TNDT
 FD1481
 FD1481                          STATION DESCRIPTION
 FD1481
 FD1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1481'IN EAGLEVILLE, ON FRONT LAWN OF EAGLEVILLE HIGH SCHOOL, 112.2 FEET
 FD1481'FROM NORTHWEST
 FD1481'CORNER OF SCHOOL, AND 52.1 FEET FROM 12-INCH MAPLE.
 FD1481'TO REACH FROM POST OFFICE IN
 FD1481'EAGLEVILLE AND JUNCTION OF STATE ROUTES
 FD1481'99 AND 16, GO EAST 0.5 MILE ON ROUTE 99 TO
 FD1481'BRICK SCHOOL ON RIGHT.
 FD1481'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 FD1481'IN CONCRETE.
 FD1481'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1481'REFERENCE DISKS IN CONCRETE,
 FD1481'NO 1 IS IN SCHOOL YARD, 20.2
 FD1481'FEET FROM CENTER LINE OF HIGHWAY, 56.2 FEET
 FD1481'FROM CENTER LINE OF EAST
 FD1481'DRIVEWAY, 95.2 FEET FROM CENTER LINE OF WEST DRIVEWAY, AND
 FD1481'148.40 FEET
 FD1481'FROM STATION N 08 DEG 55 MIN E.  NO 2 IS NEAR EAST EDGE
 FD1481'OF SIDEWALK, 15.8 FEET
 FD1481'FROM CENTER LINE OF DRIVE, AND 38.75 FEET FROM
 FD1481'STATION S 82 DEG 35 MIN E.
 FD1481'DISTANCE BETWEEN REFERENCE MARKS
 FD1481'NO 1 AND NO 2 IS 152.55 FEET.  AZIMUTH MARK IS ON
 FD1481'NORTH SIDE OF
 FD1481'RIGHT-OF-WAY OF ROUTE 99, 20.6 FEET FROM CENTER LINE OF HIGHWAY,
 FD1481'30.7 FEET WEST OF
 FD1481'CENTER LINE OF GRAVEL T-ROAD, 1.0 FOOT OUTSIDE OF FENCE
 FD1481'LINE, AND 0.5 MILE FROM STATION
 FD1481'S 84 DEG 33 MIN E.
 FD1481'TRANSIT TRAVERSE STATION NO 63 D 1930 (U S G S)
 FD1481'(SEE DESCRIPTION
 FD1481'THEREOF) IS 75.26 FEET FROM REFERENCE MARK NO 2 AND 83.09 FEET
 FD1481'FROM STATION S 17 DEG 55 MIN E.
 FD1481
 FD1481                          STATION RECOVERY (2001)
 FD1481
 FD1481'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0450 ***********************************************************************
 FF0450  DESIGNATION -  KANSAS
 FF0450  PID         -  FF0450
 FF0450  STATE/COUNTY-  TN/SHELBY
 FF0450  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0450
 FF0450                         *CURRENT SURVEY CONTROL
 FF0450  ___________________________________________________________________
 FF0450* NAD 83(1995)-  35 07 28.61504(N)    090 03 55.94118(W)     ADJUSTED  
 FF0450* NAVD 88     -        84.160  (meters)     276.11   (feet)  ADJUSTED  
 FF0450  ___________________________________________________________________
 FF0450  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FF0450  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0450  DYNAMIC HT  -          84.084 (meters)     275.87  (feet)  COMP
 FF0450  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 FF0450
 FF0450  HORZ ORDER  -  SECOND
 FF0450  VERT ORDER  -  SECOND    CLASS 0
 FF0450
 FF0450.The horizontal coordinates were established by classical geodetic methods
 FF0450.and adjusted by the National Geodetic Survey in April 1999..
 FF0450
 FF0450.The orthometric height was determined by differential leveling
 FF0450.and adjusted by the National Geodetic Survey in June 1991..
 FF0450
 FF0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0450
 FF0450.The geoid height was determined by GEOID03.
 FF0450
 FF0450.The dynamic height is computed by dividing the NAVD 88
 FF0450.geopotential number by the normal gravity value computed on the
 FF0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0450.degrees latitude (g = 980.6199 gals.).
 FF0450
 FF0450.The modeled gravity was interpolated from observed gravity values.
 FF0450
 FF0450;                    North         East     Units Scale Factor Converg.
 FF0450;SPC TN       -    95,489.760   229,525.406   MT  1.00002449   -2 22 48.5
 FF0450;SPC TN       -   313,285.99    753,034.60   sFT  1.00002449   -2 22 48.5
 FF0450;SPC AR N     -    89,518.100   576,308.238   MT  0.99996790   +1 07 32.4
 FF0450;SPC AR N     -   293,693.97  1,890,771.28   sFT  0.99996790   +1 07 32.4
 FF0450;UTM  15      - 3,890,804.514   767,407.632   MT  1.00048136   +1 41 21.7
 FF0450;UTM  16      - 3,891,164.804   220,643.830   MT  1.00056190   -1 45 53.7
 FF0450
 FF0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0450!SPC TN       -   0.99999107  x   1.00002449  =   1.00001556
 FF0450!SPC AR N     -   0.99999107  x   0.99996790  =   0.99995897
 FF0450!UTM  15      -   0.99999107  x   1.00048136  =   1.00047243
 FF0450!UTM  16      -   0.99999107  x   1.00056190  =   1.00055297
 FF0450
 FF0450                          SUPERSEDED SURVEY CONTROL
 FF0450
 FF0450  NAD 83(1995)-  35 07 28.61727(N)    090 03 55.94073(W) AD(       ) 2
 FF0450  NAD 83(1995)-  35 07 28.62102(N)    090 03 55.94052(W) AD(       ) 2
 FF0450  NAD 83(1986)-  35 07 28.62524(N)    090 03 55.94238(W) AD(       ) 2
 FF0450  NAD 27      -  35 07 28.29800(N)    090 03 55.60750(W) AD(       ) 2
 FF0450  NGVD 29 (??/??/??)   84.124  (m)          276.00   (f) ADJUSTED    2 0
 FF0450
 FF0450.Superseded values are not recommended for survey control.
 FF0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0450.See file dsdata.txt to determine how the superseded data were derived.
 FF0450
 FF0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6740890805(NAD 83)
 FF0450_MARKER: DE = TRAVERSE STATION DISK
 FF0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0450_SP_SET: SIDEWALK
 FF0450_STAMPING: KANSAS 1959
 FF0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0450
 FF0450  HISTORY     - Date     Condition        Report By
 FF0450  HISTORY     - 1959     MONUMENTED       CGS
 FF0450  HISTORY     - 1959     GOOD             CGS
 FF0450  HISTORY     - 19950611 MARK NOT FOUND   TN1620
 FF0450  HISTORY     - 20001128 MARK NOT FOUND   USE
 FF0450
 FF0450                          STATION DESCRIPTION
 FF0450
 FF0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0450'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE DOWNTOWN
 FF0450'CENTER OF MEMPHIS, 46 FEET SOUTHWEST OF THE INTERSECTION
 FF0450'OF CRUMP BLVD. AND KANSAS ST., 37 FEET SOUTH OF CRUMP BLVD.,
 FF0450'27 FEET WEST OF KANSAS ST. AND 6 FEET NORTH-NORTHEAST OF
 FF0450'A SIGNAL LIGHT POLE.  THE MARK IS A STANDARD TRAVERSE DISK
 FF0450'CEMENTED IN A DRILL HOLE IN THE SIDE WALK, SET FLUSH WITH
 FF0450'THE SIDE WALK AND IS STAMPED KANSAS 1959.
 FF0450
 FF0450                          STATION RECOVERY (1959)
 FF0450
 FF0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0450'AT MEMPHIS.
 FF0450'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE DOWNTOWN
 FF0450'CENTER OF MEMPHIS, 46 FEET SOUTHWEST OF THE INTERSECTION OF
 FF0450'CRUMP BLVD. AND KANSAS STREET, 37 FEET WEST OF KANSAS STREET
 FF0450'AND 6 FEET NORTH-NORTHEAST OF A SIGNAL LIGHT POLE.  THE MARK IS
 FF0450'CEMENTED IN A DRILL HOLE IN THE SIDE WALK, FLUSH WITH THE SIDE
 FF0450'WALK.  IT IS 1 BLOCK EAST OF CRUMP AZIMUTH.
 FF0450
 FF0450                          STATION RECOVERY (1995)
 FF0450
 FF0450'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (DA)
 FF0450'MARK NOT FOUND.
 FF0450
 FF0450                          STATION RECOVERY (2000)
 FF0450
 FF0450'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 FF0450'NOT RECOVERED.  SUSPECT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0212 ***********************************************************************
 FD0212  DESIGNATION -  KASSERMAN RM 1
 FD0212  PID         -  FD0212
 FD0212  STATE/COUNTY-  TN/FRANKLIN
 FD0212  USGS QUAD   -  BELVIDERE (1982)
 FD0212
 FD0212                         *CURRENT SURVEY CONTROL
 FD0212  ___________________________________________________________________
 FD0212* NAD 83(1986)-  35 09 34.     (N)    086 08 54.     (W)     SCALED    
 FD0212* NAVD 88     -       298.324  (meters)     978.75   (feet)  ADJUSTED  
 FD0212  ___________________________________________________________________
 FD0212  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD0212  DYNAMIC HT  -         298.029 (meters)     977.78  (feet)  COMP
 FD0212  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 FD0212
 FD0212  VERT ORDER  -  FIRST     CLASS II
 FD0212
 FD0212.The horizontal coordinates were scaled from a topographic map and have
 FD0212.an estimated accuracy of +/- 6 seconds.
 FD0212
 FD0212.The orthometric height was determined by differential leveling
 FD0212.and adjusted by the National Geodetic Survey in June 1991..
 FD0212
 FD0212.The geoid height was determined by GEOID03.
 FD0212
 FD0212.The dynamic height is computed by dividing the NAVD 88
 FD0212.geopotential number by the normal gravity value computed on the
 FD0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0212.degrees latitude (g = 980.6199 gals.).
 FD0212
 FD0212.The modeled gravity was interpolated from observed gravity values.
 FD0212
 FD0212;                    North         East    Units  Estimated Accuracy
 FD0212;SPC TN       -    91,670.      586,490.      MT  (+/- 180 meters Scaled)
 FD0212
 FD0212                          SUPERSEDED SURVEY CONTROL
 FD0212
 FD0212  NGVD 29 (??/??/92)  298.292  (m)          978.65   (f) ADJ UNCH    1 2
 FD0212
 FD0212.Superseded values are not recommended for survey control.
 FD0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0212.See file dsdata.txt to determine how the superseded data were derived.
 FD0212
 FD0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED775910(NAD 83)
 FD0212_MARKER: DR = REFERENCE MARK DISK
 FD0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0212_STAMPING: KASSERMAN NO 1 1934
 FD0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0212+STABILITY: SURFACE MOTION
 FD0212
 FD0212  HISTORY     - Date     Condition        Report By
 FD0212  HISTORY     - 1934     MONUMENTED       CGS
 FD0212  HISTORY     - 1949     GOOD             NGS
 FD0212
 FD0212                          STATION DESCRIPTION
 FD0212
 FD0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0212'2.6 MI SW FROM WINCHESTER.
 FD0212'2.55 MILES SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0212'LOUIS RAILWAY FROM THE STATION AT WINCHESTER, AT A ROAD CROSSING,
 FD0212'268 FEET EAST AND ACROSS THE ROAD FROM R.M. NO. 2, 168 NORTHEAST
 FD0212'AND ACROSS THE ROAD FROM PTS 13T (USGS), 142 FEET NORTH-NORTHEAST
 FD0212'OF THE CENTER OF THE CROSSING, 145 FEET NORTHEAST OF THE
 FD0212'CENTER LINE OF THE ROAD, 28.3 FEET NORTHWEST OF THE NORTHWEST
 FD0212'RAIL, 1.8 FEET SOUTHEAST OF A FENCE LINE, 1 FOOT SOUTHWEST OF
 FD0212'A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE TRACK AND SET
 FD0212'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1528 ***********************************************************************
 GC1528  DESIGNATION -  KAY
 GC1528  PID         -  GC1528
 GC1528  STATE/COUNTY-  TN/CHEATHAM
 GC1528  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1528
 GC1528                         *CURRENT SURVEY CONTROL
 GC1528  ___________________________________________________________________
 GC1528* NAD 83(1995)-  36 24 57.50698(N)    087 03 20.89214(W)     ADJUSTED  
 GC1528* NAVD 88     -       230.702  (meters)     756.89   (feet)  ADJUSTED  
 GC1528  ___________________________________________________________________
 GC1528  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC1528  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1528  DYNAMIC HT  -         230.509 (meters)     756.26  (feet)  COMP
 GC1528  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GC1528
 GC1528  HORZ ORDER  -  SECOND
 GC1528  VERT ORDER  -  SECOND    CLASS 0
 GC1528
 GC1528.The horizontal coordinates were established by classical geodetic methods
 GC1528.and adjusted by the National Geodetic Survey in April 1999..
 GC1528
 GC1528.The orthometric height was determined by differential leveling
 GC1528.and adjusted by the National Geodetic Survey in June 1991..
 GC1528
 GC1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1528
 GC1528.The geoid height was determined by GEOID03.
 GC1528
 GC1528.The dynamic height is computed by dividing the NAVD 88
 GC1528.geopotential number by the normal gravity value computed on the
 GC1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1528.degrees latitude (g = 980.6199 gals.).
 GC1528
 GC1528.The modeled gravity was interpolated from observed gravity values.
 GC1528
 GC1528;                    North         East     Units Scale Factor Converg.
 GC1528;SPC TN       -   231,582.596   505,309.162   MT  0.99999988   -0 37 05.2
 GC1528;SPC TN       -   759,783.90  1,657,835.14   sFT  0.99999988   -0 37 05.2
 GC1528;UTM  16      - 4,030,089.120   494,997.120   MT  0.99960031   -0 01 59.3
 GC1528
 GC1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1528!SPC TN       -   0.99996841  x   0.99999988  =   0.99996829
 GC1528!UTM  16      -   0.99996841  x   0.99960031  =   0.99956873
 GC1528
 GC1528|---------------------------------------------------------------------|
 GC1528| PID    Reference Object                     Distance      Geod. Az  |
 GC1528|                                                           dddmmss.s |
 GC1528| GC1529 KAY RM 1                             23.567 METERS 13428     |
 GC1528| GC1527 KAY RM 2                             22.536 METERS 30116     |
 GC1528| GC1526 KAY AZ MK                                          3103046.0 |
 GC1528|---------------------------------------------------------------------|
 GC1528
 GC1528                          SUPERSEDED SURVEY CONTROL
 GC1528
 GC1528  NAD 83(1995)-  36 24 57.50811(N)    087 03 20.89397(W) AD(       ) 2
 GC1528  NAD 83(1995)-  36 24 57.51090(N)    087 03 20.89574(W) AD(       ) 2
 GC1528  NAD 83(1986)-  36 24 57.51645(N)    087 03 20.89556(W) AD(       ) 2
 GC1528  NAD 27      -  36 24 57.33884(N)    087 03 20.88610(W) AD(       ) 2
 GC1528  NGVD 29 (??/??/92)  230.761  (m)          757.09   (f) ADJ UNCH    2 0
 GC1528
 GC1528.Superseded values are not recommended for survey control.
 GC1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1528.See file dsdata.txt to determine how the superseded data were derived.
 GC1528
 GC1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9499730089(NAD 83)
 GC1528_MARKER: DD = SURVEY DISK
 GC1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1528_STAMPING: KAY 1965
 GC1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1528+STABILITY: SURFACE MOTION
 GC1528
 GC1528  HISTORY     - Date     Condition        Report By
 GC1528  HISTORY     - 1965     MONUMENTED       TNHD
 GC1528  HISTORY     - 1971     GOOD             NGS
 GC1528  HISTORY     - 1971     GOOD             NGS
 GC1528
 GC1528                          STATION DESCRIPTION
 GC1528
 GC1528'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC1528'THE STATION IS LOCATED ABOUT MIDWAY BETWEEN NASHVILLE AND
 GC1528'CLARKSVILLE, AND ABOUT 2 MILES NORTHWEST OF PLEASANT VIEW.
 GC1528'
 GC1528'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC1528'STATE ROUTE 49 AT PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY
 GC1528'41A FOR 1.9 MILES TO THE STATION ON THE LEFT JUST BEFORE REACHING A
 GC1528'SMALL HOUSE.
 GC1528'
 GC1528'THE STATION IS 27 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC1528'HIGHWAY 41A AND 4.1 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GC1528'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENEESSEE HIGHWAY
 GC1528'DEPARTMENT DISKS AND ARE STAMPED KAY 1965.  THE UNDERGROUND MARK
 GC1528'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN THE
 GC1528'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1528'
 GC1528'REFERENCE MARK NO. 1 IS 79 FEET NORTHWEST OF TELEPHONE POLE NO. 29
 GC1528'AND 34 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GC1528'41A.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC1528'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC1528'IS STAMPED KAY RM-1 1965.
 GC1528'
 GC1528'REFERENCE MARK NO. 2 IS 37 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC1528'OF U.S. HIGHWAY 41A.  THE MARK IS A STANDARD TENNESSEE
 GC1528'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1528'CONCRETE MONUMENT AND THE DISK IS STAMPED KAY RM-2 1965.
 GC1528'
 GC1528'THE AZIMUTH MARK IS 39 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GC1528'U.S. HIGHWAY 41A, 11 FEET SOUTH OF POWER POLE NO.  A194, 3.1 FEET
 GC1528'WEST OF A METAL WITNESS POST AND SIGN AND 2 FEET SOUTHWEST OF A WIRE
 GC1528'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1528'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC1528'AND THE DISK IS STAMPED KAY AZI 1965.
 GC1528'
 GC1528'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY ON
 GC1528'U.S. HIGHWAY 41A FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC1528'
 GC1528'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC1528'
 GC1528'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC1528
 GC1528                          STATION RECOVERY (1971)
 GC1528
 GC1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1528'1.9 MI NW FROM PLEASANT VIEW.
 GC1528'THIS MARK WAS RECOVERED IN APPARENT GOOD CONDITION.  ABOUT 1.9
 GC1528'MILES NORTHWEST ALONG U.S. HIGHWAY 41A FROM ITS JUNCTION WITH
 GC1528'STATE ROUTE 49 IN PLEASANT VIEW, AND AT THE KAY 1965 TRAVERSE
 GC1528'STATION SITE, 77.32 FEET NORTHWEST OF KAY RM-1 (THD), 75 FEET
 GC1528'SOUTHWEST AND ACROSS U.S. HIGHWAY 41A FROM A POWERLINE POLE,
 GC1528'73.94 FEET EAST-SOUTHEAST OF KAY RM-2 (THD), 73 FEET SOUTHEAST
 GC1528'OF A TELEPHONE CABLE RISER BOX, 36 FEET SOUTHWEST OF THE
 GC1528'APPROXIMATE CENTER OF U.S. HIGHWAY 41A, AND 8.5 FEET NORTHEAST
 GC1528'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE
 GC1528'HIGHWAY DEPARTMENT STATION MARK DISK SET IN THE TOP OF A 12-INCH,
 GC1528'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED KAY 1965.
 GC1528
 GC1528                          STATION RECOVERY (1971)
 GC1528
 GC1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC1528'THE STATION AND ALL MARKS WERE RECOVERED IN APPARENT GOOD CONDITION.
 GC1528'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 GC1528'BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS.  IN CHECKING THE
 GC1528'ANGLES OBSERVED THIS DATE AGAINST THE 1965 OBSERVED VALUES A
 GC1528'DISCREPANCY OF -01 MIN 55.4 SEC WAS NOTED FOR REFERENCE MARK NO. 2.
 GC1528'IT SHOULD BE NOTED THAT THE DISK FOR REFERENCE MARK NO. 2 HAS BEEN
 GC1528'MUTILATED, BUT IS FIRM IN THE GROUND, THE DAMAGE EVIDENTLY DONE BY
 GC1528'TELEPHONE COMPANY EQUIPMENT WHILE LAYING UNDERGROUND CABLE.
 GC1528'VERTICAL ANGLES WERE OBSERVED BETWEEN THE STATION AND THE REFERENCE
 GC1528'MKS AND SLOPE MEASUREMENTS MADE.  WHEN REDUCED TO HORIZONTAL A
 GC1528'DISCREPANCY OF PLUS 0.10 FT WAS NOTED FOR REFERENCE MARK NO. 1.
 GC1528'
 GC1528'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC1528'
 GC1528'THE STATION IS LOCATED ALONG THE SOUTHWEST RIGHT-OF-WAY OF U.S.
 GC1528'HIGHWAY 41A ABOUT 1.9 MILES NORTHWEST OF PLEASANT VIEW.
 GC1528'
 GC1528'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41A AND
 GC1528'STATE ROUTE 49 IN PLEASANT VIEW, GO NORTHWESTERLY ON U.S. HIGHWAY
 GC1528'41A FOR 1.9 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC1528'
 GC1528'THE STATION IS 75 FEET SOUTHWEST AND ACROSS U.S. HIGHWAY 41A FROM A
 GC1528'POWERLINE POLE, 73 FEET SOUTHEAST OF A TELEPHONE CABLE RISER BOX,
 GC1528'36 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A, AND
 GC1528'8.5 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1528'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC1528'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1528'KAY 1965.
 GC1528'
 GC1528'REFERENCE MARK NO. 1 IS 79 FEET NORTHWEST OF UTILITY POLE NO. 29, 34
 GC1528'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 41A, AND
 GC1528'0.8 OF A FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC1528'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GC1528'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC1528'STAMPED KAY RM-1 1965.
 GC1528'
 GC1528'REFERENCE MARK NO. 2 IS 36 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GC1528'OF U.S. HIGHWAY 41A, 50 FEET EAST OF A MULTI-TRUNKED SWEET GUM TREE,
 GC1528'1.3 FEET SOUTHWEST OF A TELEPHONE CABLE RISER BOX, AND 0.8 OF A FOOT
 GC1528'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GC1528'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH,
 GC1528'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED KAY RM-2
 GC1528'1965.
 GC1528'
 GC1528'NO EFFORT WAS MADE TO MEASURE BETWEEN THE REFERENCE MARKS.
 GC1528'
 GC1528'THE AZIMUTH MARK IS ABOUT 0.45 OF A MILE NORTHWEST OF THE STATION
 GC1528'ALONG THE NORTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 41A, 128 FEET
 GC1528'NORTHWEST OF A T FENCE CORNER POST, 39 FEET NORTHEAST OF THE
 GC1528'APPROXIMATE CENTER OF U.S. HIGHWAY 41A, 11 FEET SOUTH OF UTILITY
 GC1528'POLE NO. A 194, 3.0 FEET WEST OF A METAL WITNESS POST AND SIGN, AND
 GC1528'2.5 FEET SOUTHWEST OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1528'DEPARTMENT DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GC1528'MONUMENT AND THE DISK IS STAMPED KAY AZI 1965.
 GC1528'
 GC1528'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY ON
 GC1528'U.S. HIGHWAY 41A FOR 0.45 OF A MILE TO THE MARK ON THE RIGHT AS
 GC1528'DESCRIBED.
 GC1528'
 GC1528'NOTE- ALL MARKS AT THIS STATION WERE BENCH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1526 ***********************************************************************
 GC1526  DESIGNATION -  KAY AZ MK
 GC1526  PID         -  GC1526
 GC1526  STATE/COUNTY-  TN/CHEATHAM
 GC1526  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1526
 GC1526                         *CURRENT SURVEY CONTROL
 GC1526  ___________________________________________________________________
 GC1526* NAD 83(1986)-  36 25 11.     (N)    087 03 41.     (W)     SCALED    
 GC1526* NAVD 88     -       225.822  (meters)     740.88   (feet)  ADJUSTED  
 GC1526  ___________________________________________________________________
 GC1526  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1526  DYNAMIC HT  -         225.633 (meters)     740.26  (feet)  COMP
 GC1526  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 GC1526
 GC1526  VERT ORDER  -  SECOND    CLASS 0
 GC1526
 GC1526.The horizontal coordinates were scaled from a topographic map and have
 GC1526.an estimated accuracy of +/- 6 seconds.
 GC1526
 GC1526.The orthometric height was determined by differential leveling
 GC1526.and adjusted by the National Geodetic Survey in June 1991..
 GC1526
 GC1526.The geoid height was determined by GEOID03.
 GC1526
 GC1526.The dynamic height is computed by dividing the NAVD 88
 GC1526.geopotential number by the normal gravity value computed on the
 GC1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1526.degrees latitude (g = 980.6199 gals.).
 GC1526
 GC1526.The modeled gravity was interpolated from observed gravity values.
 GC1526
 GC1526;                    North         East    Units  Estimated Accuracy
 GC1526;SPC TN       -   232,000.      504,810.      MT  (+/- 180 meters Scaled)
 GC1526
 GC1526                          SUPERSEDED SURVEY CONTROL
 GC1526
 GC1526  NGVD 29 (??/??/92)  225.881  (m)          741.08   (f) ADJ UNCH    2 0
 GC1526
 GC1526.Superseded values are not recommended for survey control.
 GC1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1526.See file dsdata.txt to determine how the superseded data were derived.
 GC1526
 GC1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF944305(NAD 83)
 GC1526_MARKER: DD = SURVEY DISK
 GC1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1526_STAMPING: KAY AZI 1965
 GC1526_MARK LOGO: TNHD  
 GC1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1526+STABILITY: SURFACE MOTION
 GC1526
 GC1526  HISTORY     - Date     Condition        Report By
 GC1526  HISTORY     - 1965     MONUMENTED       TNHD
 GC1526  HISTORY     - 1971     GOOD             NGS
 GC1526
 GC1526                          STATION DESCRIPTION
 GC1526
 GC1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1526'2.4 MI NW FROM PLEASANT VIEW.
 GC1526'THIS MARK WAS RECOVERED IN APPARENT GOOD CONDITION.  ABOUT 2.35
 GC1526'MILES NORTHWEST ALONG U.S. HIGHWAY 41A FROM ITS JUNCTION WITH
 GC1526'STATE ROUTE 49 IN PLEASANT VIEW, ABOUT 0.45 OF A MILE NORTHWEST
 GC1526'OF TRAVERSE STATION KAY 1965 (THD), 128 FEET NORTH-NORTHWEST
 GC1526'OF A T FENCE CORNER POST, 39 FEET NORTHEAST OF THE APPROXIMATE
 GC1526'CENTER OF U.S. HIGHWAY 41A, 11 FEET SOUTH OF UTILITY POLE NO.
 GC1526'A 194, 3.0 FEET WEST OF A METAL WITNESS POST AND SIGN, AND 2.5
 GC1526'FEET SOUTHWEST OF A FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1526'DEPARTMENT DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GC1526'CONCRETE MONUMENT AND THE DISK IS STAMPED KAY AZI 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1529 ***********************************************************************
 GC1529  DESIGNATION -  KAY RM 1
 GC1529  PID         -  GC1529
 GC1529  STATE/COUNTY-  TN/CHEATHAM
 GC1529  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1529
 GC1529                         *CURRENT SURVEY CONTROL
 GC1529  ___________________________________________________________________
 GC1529* NAD 83(1986)-  36 24 56.     (N)    087 03 20.     (W)     SCALED    
 GC1529* NAVD 88     -       231.207  (meters)     758.55   (feet)  ADJUSTED  
 GC1529  ___________________________________________________________________
 GC1529  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1529  DYNAMIC HT  -         231.013 (meters)     757.92  (feet)  COMP
 GC1529  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GC1529
 GC1529  VERT ORDER  -  SECOND    CLASS 0
 GC1529
 GC1529.The horizontal coordinates were scaled from a topographic map and have
 GC1529.an estimated accuracy of +/- 6 seconds.
 GC1529
 GC1529.The orthometric height was determined by differential leveling
 GC1529.and adjusted by the National Geodetic Survey in June 1991..
 GC1529
 GC1529.The geoid height was determined by GEOID03.
 GC1529
 GC1529.The dynamic height is computed by dividing the NAVD 88
 GC1529.geopotential number by the normal gravity value computed on the
 GC1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1529.degrees latitude (g = 980.6199 gals.).
 GC1529
 GC1529.The modeled gravity was interpolated from observed gravity values.
 GC1529
 GC1529;                    North         East    Units  Estimated Accuracy
 GC1529;SPC TN       -   231,540.      505,330.      MT  (+/- 180 meters Scaled)
 GC1529
 GC1529                          SUPERSEDED SURVEY CONTROL
 GC1529
 GC1529  NGVD 29 (??/??/92)  231.265  (m)          758.74   (f) ADJ UNCH    2 0
 GC1529
 GC1529.Superseded values are not recommended for survey control.
 GC1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1529.See file dsdata.txt to determine how the superseded data were derived.
 GC1529
 GC1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF950300(NAD 83)
 GC1529_MARKER: DD = SURVEY DISK
 GC1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1529_STAMPING: KAY RM-1 1965
 GC1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1529+STABILITY: SURFACE MOTION
 GC1529
 GC1529  HISTORY     - Date     Condition        Report By
 GC1529  HISTORY     - 1965     MONUMENTED       TNHD
 GC1529  HISTORY     - 1971     GOOD             NGS
 GC1529
 GC1529                          STATION DESCRIPTION
 GC1529
 GC1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC1529'1.9 MI NW FROM PLEASANT VIEW.
 GC1529'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS AT
 GC1529'THE KAY 1965 TRAVERSE STATION SITE, 79 FEET NORTHWEST OF UTILITY
 GC1529'POLE NO. 29, 77.32 FEET SOUTHEAST OF KAY (THD), 34 FEET SOUTHWEST
 GC1529'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41A, AND 0.8 OF A FOOT
 GC1529'NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GC1529'TENNESSEE HIGHWAY DEPARTMENT REFERENCE MARK DISK SET IN THE
 GC1529'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GC1529'IS STAMPED KAY RM-1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1527 ***********************************************************************
 GC1527  DESIGNATION -  KAY RM 2
 GC1527  PID         -  GC1527
 GC1527  STATE/COUNTY-  TN/CHEATHAM
 GC1527  USGS QUAD   -  PLEASANT VIEW (1983)
 GC1527
 GC1527                         *CURRENT SURVEY CONTROL
 GC1527  ___________________________________________________________________
 GC1527* NAD 83(1986)-  36 24 56.     (N)    087 03 20.     (W)     SCALED    
 GC1527* NAVD 88     -       230.596  (meters)     756.55   (feet)  ADJUSTED  
 GC1527  ___________________________________________________________________
 GC1527  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC1527  DYNAMIC HT  -         230.403 (meters)     755.91  (feet)  COMP
 GC1527  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GC1527
 GC1527  VERT ORDER  -  SECOND    CLASS 0
 GC1527
 GC1527.The horizontal coordinates were scaled from a topographic map and have
 GC1527.an estimated accuracy of +/- 6 seconds.
 GC1527
 GC1527.The orthometric height was determined by differential leveling
 GC1527.and adjusted by the National Geodetic Survey in June 1991..
 GC1527
 GC1527.The geoid height was determined by GEOID03.
 GC1527
 GC1527.The dynamic height is computed by dividing the NAVD 88
 GC1527.geopotential number by the normal gravity value computed on the
 GC1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1527.degrees latitude (g = 980.6199 gals.).
 GC1527
 GC1527.The modeled gravity was interpolated from observed gravity values.
 GC1527
 GC1527;                    North         East    Units  Estimated Accuracy
 GC1527;SPC TN       -   231,540.      505,330.      MT  (+/- 180 meters Scaled)
 GC1527
 GC1527                          SUPERSEDED SURVEY CONTROL
 GC1527
 GC1527  NGVD 29 (??/??/92)  230.654  (m)          756.74   (f) ADJ UNCH    2 0
 GC1527
 GC1527.Superseded values are not recommended for survey control.
 GC1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1527.See file dsdata.txt to determine how the superseded data were derived.
 GC1527
 GC1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF950300(NAD 83)
 GC1527_MARKER: DD = SURVEY DISK
 GC1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1527_STAMPING: KAY RM 2 1965
 GC1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1527+STABILITY: SURFACE MOTION
 GC1527
 GC1527  HISTORY     - Date     Condition        Report By
 GC1527  HISTORY     - 1965     MONUMENTED       TNHD
 GC1527  HISTORY     - 1971     POOR             NGS
 GC1527
 GC1527                          STATION DESCRIPTION
 GC1527
 GC1527'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1527'2 MI NW FROM PLEASANT VIEW.
 GC1527'AT THE KAY 1965 STATION SITE, 37 FEET SOUTHWEST OF THE APPROXIMATE
 GC1527'CENTER OF U.S. HIGHWAY 41A.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1527'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1527'CONCRETE MONUMENT.
 GC1527
 GC1527                          STATION RECOVERY (1971)
 GC1527
 GC1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GC1527'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2516 ***********************************************************************
 FE2516  DESIGNATION -  KEELING
 FE2516  PID         -  FE2516
 FE2516  STATE/COUNTY-  TN/TIPTON
 FE2516  USGS QUAD   -  STANTON (1983)
 FE2516
 FE2516                         *CURRENT SURVEY CONTROL
 FE2516  ___________________________________________________________________
 FE2516* NAD 83(1995)-  35 26 18.24883(N)    089 28 23.75043(W)     ADJUSTED  
 FE2516* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 FE2516  ___________________________________________________________________
 FE2516  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FE2516  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FE2516
 FE2516  HORZ ORDER  -  THIRD
 FE2516
 FE2516.The horizontal coordinates were established by classical geodetic methods
 FE2516.and adjusted by the National Geodetic Survey in April 1999..
 FE2516
 FE2516.The orthometric height was scaled from a topographic map.
 FE2516
 FE2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2516
 FE2516.The geoid height was determined by GEOID03.
 FE2516
 FE2516;                    North         East     Units Scale Factor Converg.
 FE2516;SPC TN       -   128,202.242   284,707.467   MT  0.99997210   -2 02 00.2
 FE2516;SPC TN       -   420,610.19    934,077.75   sFT  0.99997210   -2 02 00.2
 FE2516;UTM  16      - 3,924,472.569   275,497.872   MT  1.00022116   -1 26 04.8
 FE2516
 FE2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2516!SPC TN       -   0.99998548  x   0.99997210  =   0.99995758
 FE2516!UTM  16      -   0.99998548  x   1.00022116  =   1.00020664
 FE2516
 FE2516:                Primary Azimuth Mark                     Grid Az
 FE2516:SPC TN       -  KEELING AZ MK                            118 02 41.9
 FE2516:UTM  16      -  KEELING AZ MK                            117 26 46.5
 FE2516
 FE2516|---------------------------------------------------------------------|
 FE2516| PID    Reference Object                     Distance      Geod. Az  |
 FE2516|                                                           dddmmss.s |
 FE2516| CG3625 KEELING AZ MK                                      1160041.7 |
 FE2516| CG3626 KEELING RM 1                         20.906 METERS 12554     |
 FE2516| CG3627 KEELING RM 2                         18.718 METERS 34901     |
 FE2516|---------------------------------------------------------------------|
 FE2516
 FE2516                          SUPERSEDED SURVEY CONTROL
 FE2516
 FE2516  NAD 83(1995)-  35 26 18.25515(N)    089 28 23.75161(W) AD(       ) 3
 FE2516  NAD 83(1986)-  35 26 18.26052(N)    089 28 23.75101(W) AD(       ) 3
 FE2516  NAD 27      -  35 26 17.96300(N)    089 28 23.48490(W) AD(       ) 3
 FE2516
 FE2516.Superseded values are not recommended for survey control.
 FE2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2516.See file dsdata.txt to determine how the superseded data were derived.
 FE2516
 FE2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7549824473(NAD 83)
 FE2516_MARKER: DS = TRIANGULATION STATION DISK
 FE2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2516
 FE2516  HISTORY     - Date     Condition        Report By
 FE2516  HISTORY     - 1958     MONUMENTED       CGS
 FE2516
 FE2516                          STATION DESCRIPTION
 FE2516
 FE2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2516'THE STATION IS ABOUT 4 MILES SOUTHWEST OF STANTON, 4 MILES
 FE2516'EAST-NORTHEAST OF MASON AND IS IN THE VILLAGE OF KEELING.  IT IS ON
 FE2516'PROPERTY OWNED BY MR. J.R. THOMPSON SR.  IT IS 114 FEET SOUTHEAST OF
 FE2516'THE SOUTHEAST CORNER OF A CONCRETE BLOCK CHURCH, 144 FEET NORTH
 FE2516'OF THE NORTHWEST CORNER OF KEELING BAPTIST CHURCH, 242 FEET NORTH OF
 FE2516'THE CENTERLINE OF U.S.  HIGHWAY 70 AND 79, 15 FEET SOUTHEAST OF
 FE2516'A 20 INCH HEDGE TREE AND 9 FEET SOUTHEAST OF A WHITE WITNESS POST.
 FE2516'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FE2516'KEELING 1958.
 FE2516'
 FE2516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 79 AND
 FE2516'STATE HIGHWAY 59, IN MASON, GO NORTHEAST ON U.S.  HIGHWAY 70-79 FOR
 FE2516'3.9 MILES TO THE VILLAGE OF KEELING AND THE KEELING BAPTIST CHURCH
 FE2516'AND THE STATION ON THE LEFT.
 FE2516'
 FE2516'TO REACH THE AZIMUTH MARK FROM THE KEELING BAPTIST CHURCH, GO SOUTH
 FE2516'ON THE GRAVELED ROAD FOR 0.2 MILE TO A GRAVELED T- ROAD.  TURN LEFT
 FE2516'AND GO EAST ON THE GRAVELED ROAD FOR 0.05 MILE TO A DIRT DRIVEWAY ON
 FE2516'THE LEFT.  TURN INTO THE DRIVEWAY AND GO NORTH AND EAST FOR 0.1 MILE
 FE2516'TO THE STATION ON THE RIGHT.
 FE2516'
 FE2516'REFERENCE MARK 1 IS 39 FEET SOUTHWEST OF A 30 INCH OAK TREE AND 45
 FE2516'FEET WEST OF A POWER LINE POLE.  THE MONUMENT PROJECTS 1 INCH
 FE2516'AND THE DISK IS STAMPED KEELING NO 1 1958.
 FE2516'
 FE2516'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE AND 50 FEET NORTH OF THE
 FE2516'20 INCH HEDGE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2516'KEELING NO 2 1958.
 FE2516'
 FE2516'THE AZIMUTH MARK IS ON THE PROPERTY OF JACK GREEN.  IT IS 14 FEET
 FE2516'SOUTHEAST OF THE CENTERLINE OF A DIRT DRIVEWAY, 2 FEET NORTH OF A
 FE2516'WHITE WITNESS POST AND 3 FEET NORTHEAST OF A 20 INCH HICKORY TREE.
 FE2516'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KEELING
 FE2516'1958.
 FE2516'
 FE2516'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1316 ***********************************************************************
 FC1316  DESIGNATION -  KELLY
 FC1316  PID         -  FC1316
 FC1316  STATE/COUNTY-  TN/MARION
 FC1316  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1316
 FC1316                         *CURRENT SURVEY CONTROL
 FC1316  ___________________________________________________________________
 FC1316* NAD 83(1995)-  35 06 01.98097(N)    085 44 09.87038(W)     ADJUSTED  
 FC1316* NAVD 88     -       201.781  (meters)     662.01   (feet)  ADJUSTED  
 FC1316  ___________________________________________________________________
 FC1316  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FC1316  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1316  DYNAMIC HT  -         201.586 (meters)     661.37  (feet)  COMP
 FC1316  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 FC1316
 FC1316  HORZ ORDER  -  SECOND
 FC1316  VERT ORDER  -  SECOND    CLASS 0
 FC1316
 FC1316.The horizontal coordinates were established by classical geodetic methods
 FC1316.and adjusted by the National Geodetic Survey in April 1999..
 FC1316
 FC1316.The orthometric height was determined by differential leveling
 FC1316.and adjusted by the National Geodetic Survey in June 1991..
 FC1316
 FC1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1316
 FC1316.The geoid height was determined by GEOID03.
 FC1316
 FC1316.The dynamic height is computed by dividing the NAVD 88
 FC1316.geopotential number by the normal gravity value computed on the
 FC1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1316.degrees latitude (g = 980.6199 gals.).
 FC1316
 FC1316.The modeled gravity was interpolated from observed gravity values.
 FC1316
 FC1316;                    North         East     Units Scale Factor Converg.
 FC1316;SPC TN       -    85,156.235   624,064.397   MT  1.00002974   +0 09 16.2
 FC1316;SPC TN       -   279,383.41  2,047,451.28   sFT  1.00002974   +0 09 16.2
 FC1316;UTM  16      - 3,884,924.484   615,197.164   MT  0.99976355   +0 43 36.7
 FC1316
 FC1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1316!SPC TN       -   0.99997287  x   1.00002974  =   1.00000261
 FC1316!UTM  16      -   0.99997287  x   0.99976355  =   0.99973642
 FC1316
 FC1316|---------------------------------------------------------------------|
 FC1316| PID    Reference Object                     Distance      Geod. Az  |
 FC1316|                                                           dddmmss.s |
 FC1316| FC1317 KELLY RM 1                           32.574 METERS 08635     |
 FC1316| FC1315 KELLY RM 2                           20.092 METERS 17930     |
 FC1316| FC1314 KELLY AZ MK                                        1905739.2 |
 FC1316| FC1889 ELLIS                               APPROX. 1.7 KM 2261427.0 |
 FC1316|---------------------------------------------------------------------|
 FC1316
 FC1316                          SUPERSEDED SURVEY CONTROL
 FC1316
 FC1316  NAD 83(1995)-  35 06 01.98209(N)    085 44 09.87029(W) AD(       ) 2
 FC1316  NAD 83(1995)-  35 06 01.98218(N)    085 44 09.87175(W) AD(       ) 2
 FC1316  NAD 83(1995)-  35 06 01.98489(N)    085 44 09.86920(W) AD(       ) 2
 FC1316  NAD 83(1986)-  35 06 01.98535(N)    085 44 09.86900(W) AD(       ) 2
 FC1316  NAD 27      -  35 06 01.69490(N)    085 44 09.97350(W) AD(       ) 2
 FC1316  NGVD 29 (??/??/92)  201.782  (m)          662.01   (f) ADJ UNCH    2 0
 FC1316
 FC1316.Superseded values are not recommended for survey control.
 FC1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1316.See file dsdata.txt to determine how the superseded data were derived.
 FC1316
 FC1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1519784924(NAD 83)
 FC1316_MARKER: DE = TRAVERSE STATION DISK
 FC1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1316_STAMPING: KELLY 1962
 FC1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1316+STABILITY: SURFACE MOTION
 FC1316
 FC1316  HISTORY     - Date     Condition        Report By
 FC1316  HISTORY     - 1962     MONUMENTED       CGS
 FC1316  HISTORY     - 1962     GOOD             CGS
 FC1316
 FC1316                          STATION DESCRIPTION
 FC1316
 FC1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1316'THE STATION IS LOCATED ON THE PROPERTY OF MR. GEORGE KELLY, ABOUT 6
 FC1316'1/2 MILES WEST OF JASPER, 6-1/2 MILES NORTH OF SOUTH PITTSBURG
 FC1316'AND AT THE SITE OF THE GILLIAM CEMETERY.
 FC1316'
 FC1316'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 41, 64 AND
 FC1316'72 ABOUT 2 MILES NORTH OF SOUTH PITTSBURG, GO NORTHWEST ON U.
 FC1316'S. HIGHWAY 41 AND 64 FOR 5.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 FC1316'CONTINUE ON U. S. HIGHWAY 41 AND 64 FOR 0.1 MILE TO A SIDE
 FC1316'ROAD ON THE RIGHT LEADING INTO THE GILLIAM CEMETERY JUST AFTER
 FC1316'PASSING GEORGE KELLYS STORE, TURN RIGHT AND GO ABOUT 35
 FC1316'YARDS TO A CROSSROAD AND THE STATION.
 FC1316'
 FC1316'THE STATION MARK IS 97 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 FC1316'CONCRETE BLOCK GARAGE, 64 FEET SOUTHEAST OF THE APPROXIMATE
 FC1316'CENTER OF A GRAVELED CROSSROAD, 21 FEET EAST OF THE APPROXIMATE
 FC1316'CENTER OF A GRAVELED ROAD, 4 FEET SOUTHEAST OF THE
 FC1316'NORTHWEST FENCE CORNER POST, AND 3.5 FEET EAST OF A WOVEN WIRE FENCE,
 FC1316'AND 2.7 FEET EAST OF A METAL WITNESS POST, AND 2.5 FEET
 FC1316'SOUTH OF A WOVEN WIRE FENCE. IT IS A STANDARD TRAVERSE DISK SET IN A
 FC1316'SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED KELLY 1962.
 FC1316'
 FC1316'REFERENCE MARK NO. 1 IS 110 FEET EAST OF THE NORTHWEST FENCE CORNER
 FC1316'POST, 3 FEET SOUTH OF A WOVEN WIRE FENCE AND ABOUT 2 FEET
 FC1316'LOWER THAN THE STATION MARK. IT IS A STANDARD DISK SET IN A SQUARE
 FC1316'CONCRETE MONUMENT, FLUSH AND IS STAMPED KELLY NO 1 1962.
 FC1316'
 FC1316'REFERENCE MARK NO. 2 IS 39.1 FEET NORTHEAST OF THE NORTHEAST CORNER
 FC1316'OF A CONCRETE BLOCK GARAGE, 17 FEET EAST OF THE APPROXIMATE
 FC1316'CENTER OF A GRAVELED ROAD, 4 FEET NORTHWEST OF AN 18-INCH TREE AND 2
 FC1316'FEET EAST OF A WOVEN WIRE FENCE. IT IS A STANDARD DISK SET
 FC1316'IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED KELLY NO 2 1962.
 FC1316'
 FC1316'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC1316'128.4 FEET.
 FC1316'
 FC1316'THE AZIMUTH MARK IS 50 FEET SOUTH OF A BRACED TELEPHONE POLE, 44 FEET
 FC1316'EAST OF THE APPROXIMATE CENTER OF U. S.  HIGHWAY 41 AND 64,
 FC1316'4 FEET EAST OF A FENCE CORNER POST, 2.4 FEET EAST OF A METAL WITNESS
 FC1316'POST, AND 1 FOOT NORTH OF A WOVEN WIRE FENCE. IT IS A STANDARD
 FC1316'DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH AND IS STAMPED KELLY
 FC1316'1962.
 FC1316'
 FC1316'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 FC1316
 FC1316                          STATION RECOVERY (1962)
 FC1316
 FC1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1316'5.6 MI NW FROM DIXIE LEE.
 FC1316'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1316'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1316'41-64 FOR 5.6 MILES TO THE MARK SET ON THE PROPERTY OF GEORGE
 FC1316'KELLY AND AT THE SOUTHWEST CORNER OF LARGEST ONE OF TWO SECTIONS
 FC1316'OF THE GILLIAM CEMETERY, 190 FEET EAST OF THE CENTER OF U.S.
 FC1316'HIGHWAYS 41-64, 106.7 FEET WEST OF REFERENCE MARK NO. 1, 97
 FC1316'FEET NORTHEAST OF THE NORTHEAST CORNER OF GEORGE KELLYS GARAGE,
 FC1316'65.8 FEET NORTH OF REFERENCE MARK NO. 2, 19 FEET EAST OF THE
 FC1316'CENTER OF A GRAVELED ROAD, AND 2.7 FEET EAST OF A METAL WITNESS
 FC1316'POST.  A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A
 FC1316'CONCRETE POST FLUSH, AND ABOUT LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1314 ***********************************************************************
 FC1314  DESIGNATION -  KELLY AZ MK
 FC1314  PID         -  FC1314
 FC1314  STATE/COUNTY-  TN/MARION
 FC1314  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1314
 FC1314                         *CURRENT SURVEY CONTROL
 FC1314  ___________________________________________________________________
 FC1314* NAD 83(1986)-  35 05 56.     (N)    085 44 11.     (W)     SCALED    
 FC1314* NAVD 88     -       199.599  (meters)     654.85   (feet)  ADJUSTED  
 FC1314  ___________________________________________________________________
 FC1314  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1314  DYNAMIC HT  -         199.405 (meters)     654.21  (feet)  COMP
 FC1314  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 FC1314
 FC1314  VERT ORDER  -  SECOND    CLASS 0
 FC1314
 FC1314.The horizontal coordinates were scaled from a topographic map and have
 FC1314.an estimated accuracy of +/- 6 seconds.
 FC1314
 FC1314.The orthometric height was determined by differential leveling
 FC1314.and adjusted by the National Geodetic Survey in June 1991..
 FC1314
 FC1314.The geoid height was determined by GEOID03.
 FC1314
 FC1314.The dynamic height is computed by dividing the NAVD 88
 FC1314.geopotential number by the normal gravity value computed on the
 FC1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1314.degrees latitude (g = 980.6199 gals.).
 FC1314
 FC1314.The modeled gravity was interpolated from observed gravity values.
 FC1314
 FC1314;                    North         East    Units  Estimated Accuracy
 FC1314;SPC TN       -    84,970.      624,040.      MT  (+/- 180 meters Scaled)
 FC1314
 FC1314                          SUPERSEDED SURVEY CONTROL
 FC1314
 FC1314  NGVD 29 (??/??/92)  199.600  (m)          654.85   (f) ADJ UNCH    2 0
 FC1314
 FC1314.Superseded values are not recommended for survey control.
 FC1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1314.See file dsdata.txt to determine how the superseded data were derived.
 FC1314
 FC1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD151847(NAD 83)
 FC1314_MARKER: DZ = AZIMUTH MARK DISK
 FC1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1314_STAMPING: KELLY 1962
 FC1314_MARK LOGO: CGS   
 FC1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1314+STABILITY: SURFACE MOTION
 FC1314
 FC1314  HISTORY     - Date     Condition        Report By
 FC1314  HISTORY     - 1962     MONUMENTED       CGS
 FC1314
 FC1314                          STATION DESCRIPTION
 FC1314
 FC1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1314'5.5 MI NW FROM DIXIE LEE.
 FC1314'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1314'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1314'41-64 FOR 5.5 MILES TO THE MARK SET AT A FENCE CORNER, 0.1
 FC1314'MILE SOUTH OF GEORGE KELLYS GAS AND OIL COMPANY, 50.9 FEET
 FC1314'SOUTH OF A TELEPHONE POLE, 44 FEET EAST OF THE CENTER OF U.S.
 FC1314'HIGHWAYS 41-64, 4.0 FEET EAST OF A FENCE CORNER AND 2.8 FEET
 FC1314'EAST OF A WITNESS POST.  A STANDARD AZIMUTH MARK DISK SET IN
 FC1314'THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT 1 FOOT ABOVE
 FC1314'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1317 ***********************************************************************
 FC1317  DESIGNATION -  KELLY RM 1
 FC1317  PID         -  FC1317
 FC1317  STATE/COUNTY-  TN/MARION
 FC1317  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1317
 FC1317                         *CURRENT SURVEY CONTROL
 FC1317  ___________________________________________________________________
 FC1317* NAD 83(1986)-  35 06 01.     (N)    085 44 09.     (W)     SCALED    
 FC1317* NAVD 88     -       202.084  (meters)     663.00   (feet)  ADJUSTED  
 FC1317  ___________________________________________________________________
 FC1317  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1317  DYNAMIC HT  -         201.889 (meters)     662.36  (feet)  COMP
 FC1317  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 FC1317
 FC1317  VERT ORDER  -  SECOND    CLASS 0
 FC1317
 FC1317.The horizontal coordinates were scaled from a topographic map and have
 FC1317.an estimated accuracy of +/- 6 seconds.
 FC1317
 FC1317.The orthometric height was determined by differential leveling
 FC1317.and adjusted by the National Geodetic Survey in June 1991..
 FC1317
 FC1317.The geoid height was determined by GEOID03.
 FC1317
 FC1317.The dynamic height is computed by dividing the NAVD 88
 FC1317.geopotential number by the normal gravity value computed on the
 FC1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1317.degrees latitude (g = 980.6199 gals.).
 FC1317
 FC1317.The modeled gravity was interpolated from observed gravity values.
 FC1317
 FC1317;                    North         East    Units  Estimated Accuracy
 FC1317;SPC TN       -    85,130.      624,090.      MT  (+/- 180 meters Scaled)
 FC1317
 FC1317                          SUPERSEDED SURVEY CONTROL
 FC1317
 FC1317  NGVD 29 (??/??/92)  202.085  (m)          663.01   (f) ADJ UNCH    2 0
 FC1317
 FC1317.Superseded values are not recommended for survey control.
 FC1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1317.See file dsdata.txt to determine how the superseded data were derived.
 FC1317
 FC1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD152848(NAD 83)
 FC1317_MARKER: DR = REFERENCE MARK DISK
 FC1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1317_STAMPING: KELLY NO 1 1962
 FC1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1317+STABILITY: SURFACE MOTION
 FC1317
 FC1317  HISTORY     - Date     Condition        Report By
 FC1317  HISTORY     - 1962     MONUMENTED       CGS
 FC1317
 FC1317                          STATION DESCRIPTION
 FC1317
 FC1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1317'5.6 MI NW FROM DIXIE LEE.
 FC1317'AT THE KELLY STATION SITE, 110 FEET EAST OF THE NORTHWEST
 FC1317'FENCE CORNER POST, 106.87 FEET EAST OF THE STATION, 3 FEET
 FC1317'SOUTH OF A WOVEN WIRE FENCE AND ABOUT 2 FEET LOWER THAN THE
 FC1317'STATION MARK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FC1317'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1315 ***********************************************************************
 FC1315  DESIGNATION -  KELLY RM 2
 FC1315  PID         -  FC1315
 FC1315  STATE/COUNTY-  TN/MARION
 FC1315  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1315
 FC1315                         *CURRENT SURVEY CONTROL
 FC1315  ___________________________________________________________________
 FC1315* NAD 83(1986)-  35 06 01.     (N)    085 44 09.     (W)     SCALED    
 FC1315* NAVD 88     -       201.682  (meters)     661.68   (feet)  ADJUSTED  
 FC1315  ___________________________________________________________________
 FC1315  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FC1315  DYNAMIC HT  -         201.487 (meters)     661.05  (feet)  COMP
 FC1315  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 FC1315
 FC1315  VERT ORDER  -  SECOND    CLASS 0
 FC1315
 FC1315.The horizontal coordinates were scaled from a topographic map and have
 FC1315.an estimated accuracy of +/- 6 seconds.
 FC1315
 FC1315.The orthometric height was determined by differential leveling
 FC1315.and adjusted by the National Geodetic Survey in June 1991..
 FC1315
 FC1315.The geoid height was determined by GEOID03.
 FC1315
 FC1315.The dynamic height is computed by dividing the NAVD 88
 FC1315.geopotential number by the normal gravity value computed on the
 FC1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1315.degrees latitude (g = 980.6199 gals.).
 FC1315
 FC1315.The modeled gravity was interpolated from observed gravity values.
 FC1315
 FC1315;                    North         East    Units  Estimated Accuracy
 FC1315;SPC TN       -    85,130.      624,090.      MT  (+/- 180 meters Scaled)
 FC1315
 FC1315                          SUPERSEDED SURVEY CONTROL
 FC1315
 FC1315  NGVD 29 (??/??/92)  201.683  (m)          661.69   (f) ADJ UNCH    2 0
 FC1315
 FC1315.Superseded values are not recommended for survey control.
 FC1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1315.See file dsdata.txt to determine how the superseded data were derived.
 FC1315
 FC1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD152848(NAD 83)
 FC1315_MARKER: DR = REFERENCE MARK DISK
 FC1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1315_STAMPING: KELLY NO 2 1962
 FC1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1315+STABILITY: SURFACE MOTION
 FC1315
 FC1315  HISTORY     - Date     Condition        Report By
 FC1315  HISTORY     - 1962     MONUMENTED       CGS
 FC1315
 FC1315                          STATION DESCRIPTION
 FC1315
 FC1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1315'5.6 MI NW FROM DIXIE LEE.
 FC1315'AT THE KELLY STATION SITE, 65.8 FEET SOUTH OF THE STATION,
 FC1315'39.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 FC1315'GARAGE, 17 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1315'ROAD, 4 FEET NORTHWEST OF AN 18-INCH TREE AND 2 FEET EAST OF
 FC1315'A WOVEN WIRE FENCE.  A STANDARD REFERENCE MARK DISK SET IN THE
 FC1315'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 1
 FC1315'FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2111 ***********************************************************************
 FB2111  DESIGNATION -  KENSI
 FB2111  PID         -  FB2111
 FB2111  STATE/COUNTY-  TN/KNOX
 FB2111  USGS QUAD   -  KNOXVILLE (1978)
 FB2111
 FB2111                         *CURRENT SURVEY CONTROL
 FB2111  ___________________________________________________________________
 FB2111* NAD 83(1995)-  35 59 59.13259(N)    083 57 50.69672(W)     ADJUSTED  
 FB2111* NAVD 88     -       309.544  (meters)    1015.56   (feet)  ADJUSTED  
 FB2111  ___________________________________________________________________
 FB2111  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FB2111  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2111  DYNAMIC HT  -         309.256 (meters)    1014.62  (feet)  COMP
 FB2111  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FB2111
 FB2111  HORZ ORDER  -  SECOND
 FB2111  VERT ORDER  -  SECOND    CLASS 0
 FB2111
 FB2111.The horizontal coordinates were established by classical geodetic methods
 FB2111.and adjusted by the National Geodetic Survey in April 1999..
 FB2111
 FB2111.The orthometric height was determined by differential leveling
 FB2111.and adjusted by the National Geodetic Survey in June 1991..
 FB2111
 FB2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2111
 FB2111.The geoid height was determined by GEOID03.
 FB2111
 FB2111.The dynamic height is computed by dividing the NAVD 88
 FB2111.geopotential number by the normal gravity value computed on the
 FB2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2111.degrees latitude (g = 980.6199 gals.).
 FB2111
 FB2111.The modeled gravity was interpolated from observed gravity values.
 FB2111
 FB2111;                    North         East     Units Scale Factor Converg.
 FB2111;SPC TN       -   186,797.889   783,544.449   MT  0.99995257   +1 11 30.9
 FB2111;SPC TN       -   612,852.74  2,570,678.75   sFT  0.99995257   +1 11 30.9
 FB2111;UTM  17      - 3,987,986.063   232,816.348   MT  1.00047972   -1 44 35.8
 FB2111;UTM  16      - 3,988,185.588   773,660.768   MT  1.00052289   +1 47 08.0
 FB2111
 FB2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2111!SPC TN       -   0.99995624  x   0.99995257  =   0.99990881
 FB2111!UTM  17      -   0.99995624  x   1.00047972  =   1.00043594
 FB2111!UTM  16      -   0.99995624  x   1.00052289  =   1.00047911
 FB2111
 FB2111:                Primary Azimuth Mark                     Grid Az
 FB2111:SPC TN       -  RADIO                                    169 46 51.4
 FB2111:UTM  17      -  RADIO                                    172 42 58.1
 FB2111:UTM  16      -  RADIO                                    169 11 14.3
 FB2111
 FB2111|---------------------------------------------------------------------|
 FB2111| PID    Reference Object                     Distance      Geod. Az  |
 FB2111|                                                           dddmmss.s |
 FB2111| FB2666 RADIO                               APPROX. 1.0 KM 1705822.3 |
 FB2111| FB2140 KENSI RM 1                           14.305 METERS 26231     |
 FB2111| FB2110 KENSI RM 2                           18.611 METERS 34844     |
 FB2111|---------------------------------------------------------------------|
 FB2111
 FB2111                          SUPERSEDED SURVEY CONTROL
 FB2111
 FB2111  NAD 83(1995)-  35 59 59.14043(N)    083 57 50.69508(W) AD(       ) 2
 FB2111  NAD 83(1986)-  35 59 59.14607(N)    083 57 50.69317(W) AD(       ) 2
 FB2111  NAD 27      -  35 59 58.85060(N)    083 57 51.02490(W) AD(       ) 2
 FB2111  NGVD 29 (??/??/92)  309.674  (m)         1015.99   (f) ADJ UNCH    2 0
 FB2111
 FB2111.Superseded values are not recommended for survey control.
 FB2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2111.See file dsdata.txt to determine how the superseded data were derived.
 FB2111
 FB2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3281687986(NAD 83)
 FB2111_MARKER: DE = TRAVERSE STATION DISK
 FB2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2111_STAMPING: KENSI 1960
 FB2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2111+STABILITY: SURFACE MOTION
 FB2111
 FB2111  HISTORY     - Date     Condition        Report By
 FB2111  HISTORY     - 1960     MONUMENTED       CGS
 FB2111  HISTORY     - 1961     GOOD             NGS
 FB2111  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2111
 FB2111                          STATION DESCRIPTION
 FB2111
 FB2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2111'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB2111'AND AT THE INTERSECTION OF U.S. HIGHWAY 25W AND KENSI DRIVE.
 FB2111'
 FB2111'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 FB2111'HIGHWAY 25W AND MERCHANTS DRIVE IN NORWOOD, GO SOUTHEAST ON
 FB2111'U.S. HIGHWAY 25W FOR 1.05 MILE TO KENSI DRIVE ON THE LEFT AND THE
 FB2111'STATION IN THE SOUTHEAST ANGLE.
 FB2111'
 FB2111'THE STATION MARK IS 85 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 FB2111'25W, 10 FEET EAST OF THE CENTER OF KENSI DRIVE, 5 FEET NORTHWEST
 FB2111'OF A SIGN TRADER BILL SUPPER CLUB, AND 3.2 FEET SOUTHEAST OF A
 FB2111'WITNESS SIGN.  IT IS A STANDARD TRAVERSE DISK SET IN A CONCRETE
 FB2111'POST, SET FLUSH, AND IS STAMPED KENSI 1960.
 FB2111'
 FB2111'REFERENCE MARK NO. 1 IS 84 FEET NORTHEAST OF THE CENTER OF U.S.
 FB2111'HIGHWAY 25W, AND 9 FEET NORTHWEST OF THE CENTER OF KENSI DRIVE.
 FB2111'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST END
 FB2111'OF A CONCRETE CULVERT, AND IS STAMPED KENSI NO 1 1960.
 FB2111'
 FB2111'REFERENCE MARK NO. 2 IS 32 FEET NORTHWEST OF THE CENTER OF KENSI
 FB2111'DRIVE, AND 1 FOOT SOUTHWEST OF A BOARD FENCE.  IT IS A STANDARD DISK
 FB2111'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED KENSI NO 2 1960.
 FB2111'
 FB2111'TRAVERSE STATION RADIO WILL SERVE AS THE AZIMUTH MARK.  SEE
 FB2111'DESCRIPTION THEREOF.
 FB2111'
 FB2111'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FB2111
 FB2111                          STATION RECOVERY (1961)
 FB2111
 FB2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2111'IN KNOXVILLE.
 FB2111'THIS STATION IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY
 FB2111'25W AND KENSI DRIVE IN NORTHWEST KNOXVILLE.  THE STATION MARK
 FB2111'IS 85 FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 25W, 10 FT.
 FB2111'EAST OF THE CENTER OF KENSI DRIVE, 5 FT. NORTHWEST OF A SIGN
 FB2111'TRADER BILL SUPPER CLUB, AND 3.2 FT. SOUTHEAST OF A WITNESS
 FB2111'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FB2111'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS
 FB2111'STATION IS 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 25W FROM
 FB2111'HEISKELL 1960.
 FB2111
 FB2111                          STATION RECOVERY (1982)
 FB2111
 FB2111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2140 ***********************************************************************
 FB2140  DESIGNATION -  KENSI RM 1
 FB2140  PID         -  FB2140
 FB2140  STATE/COUNTY-  TN/KNOX
 FB2140  USGS QUAD   -  KNOXVILLE (1978)
 FB2140
 FB2140                         *CURRENT SURVEY CONTROL
 FB2140  ___________________________________________________________________
 FB2140* NAD 83(1986)-  35 59 58.     (N)    083 57 51.     (W)     SCALED    
 FB2140* NAVD 88     -       309.861  (meters)    1016.60   (feet)  ADJUSTED  
 FB2140  ___________________________________________________________________
 FB2140  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2140  DYNAMIC HT  -         309.572 (meters)    1015.65  (feet)  COMP
 FB2140  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FB2140
 FB2140  VERT ORDER  -  SECOND    CLASS 0
 FB2140
 FB2140.The horizontal coordinates were scaled from a topographic map and have
 FB2140.an estimated accuracy of +/- 6 seconds.
 FB2140
 FB2140.The orthometric height was determined by differential leveling
 FB2140.and adjusted by the National Geodetic Survey in June 1991..
 FB2140
 FB2140.The geoid height was determined by GEOID03.
 FB2140
 FB2140.The dynamic height is computed by dividing the NAVD 88
 FB2140.geopotential number by the normal gravity value computed on the
 FB2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2140.degrees latitude (g = 980.6199 gals.).
 FB2140
 FB2140.The modeled gravity was interpolated from observed gravity values.
 FB2140
 FB2140;                    North         East    Units  Estimated Accuracy
 FB2140;SPC TN       -   186,760.      783,540.      MT  (+/- 180 meters Scaled)
 FB2140
 FB2140                          SUPERSEDED SURVEY CONTROL
 FB2140
 FB2140  NGVD 29 (??/??/92)  309.990  (m)         1017.03   (f) ADJ UNCH    2 0
 FB2140
 FB2140.Superseded values are not recommended for survey control.
 FB2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2140.See file dsdata.txt to determine how the superseded data were derived.
 FB2140
 FB2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV328879(NAD 83)
 FB2140_MARKER: DR = REFERENCE MARK DISK
 FB2140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2140_SP_SET: CULVERT
 FB2140_STAMPING: KENSI NO 1 1960
 FB2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2140
 FB2140  HISTORY     - Date     Condition        Report By
 FB2140  HISTORY     - 1960     MONUMENTED       CGS
 FB2140  HISTORY     - 1961     GOOD             NGS
 FB2140  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2140
 FB2140                          STATION DESCRIPTION
 FB2140
 FB2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2140'IN KNOXVILLE.
 FB2140'THIS MARK IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY 25W
 FB2140'AND KENSI DRIVE IN NORTHWEST KNOXVILLE, 47 FT. WEST OF THE
 FB2140'STATION MARK, 84 FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 25W
 FB2140'AND 9 FT. NORTHWEST OF THE CENTER OF KENSI DRIVE.  THE DISK
 FB2140'IS CEMENTED IN A DRILL HOLE IN TOP OF THE CENTER OF THE NORTHWEST
 FB2140'HEADWALL OF A CONCRETE CULVERT UNDER KENSI DRIVE, AND IS ABOUT
 FB2140'LEVEL WITH THE ROAD.
 FB2140
 FB2140                          STATION RECOVERY (1982)
 FB2140
 FB2140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2110 ***********************************************************************
 FB2110  DESIGNATION -  KENSI RM 2
 FB2110  PID         -  FB2110
 FB2110  STATE/COUNTY-  TN/KNOX
 FB2110  USGS QUAD   -  KNOXVILLE (1978)
 FB2110
 FB2110                         *CURRENT SURVEY CONTROL
 FB2110  ___________________________________________________________________
 FB2110* NAD 83(1986)-  35 59 58.     (N)    083 57 51.     (W)     SCALED    
 FB2110* NAVD 88     -       311.252  (meters)    1021.17   (feet)  ADJUSTED  
 FB2110  ___________________________________________________________________
 FB2110  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2110  DYNAMIC HT  -         310.962 (meters)    1020.21  (feet)  COMP
 FB2110  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FB2110
 FB2110  VERT ORDER  -  SECOND    CLASS 0
 FB2110
 FB2110.The horizontal coordinates were scaled from a topographic map and have
 FB2110.an estimated accuracy of +/- 6 seconds.
 FB2110
 FB2110.The orthometric height was determined by differential leveling
 FB2110.and adjusted by the National Geodetic Survey in June 1991..
 FB2110
 FB2110.The geoid height was determined by GEOID03.
 FB2110
 FB2110.The dynamic height is computed by dividing the NAVD 88
 FB2110.geopotential number by the normal gravity value computed on the
 FB2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2110.degrees latitude (g = 980.6199 gals.).
 FB2110
 FB2110.The modeled gravity was interpolated from observed gravity values.
 FB2110
 FB2110;                    North         East    Units  Estimated Accuracy
 FB2110;SPC TN       -   186,760.      783,540.      MT  (+/- 180 meters Scaled)
 FB2110
 FB2110                          SUPERSEDED SURVEY CONTROL
 FB2110
 FB2110  NGVD 29 (??/??/92)  311.382  (m)         1021.59   (f) ADJ UNCH    2 0
 FB2110
 FB2110.Superseded values are not recommended for survey control.
 FB2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2110.See file dsdata.txt to determine how the superseded data were derived.
 FB2110
 FB2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV328879(NAD 83)
 FB2110_MARKER: DR = REFERENCE MARK DISK
 FB2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2110_STAMPING: KENSI NO 2 1960
 FB2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2110+STABILITY: SURFACE MOTION
 FB2110
 FB2110  HISTORY     - Date     Condition        Report By
 FB2110  HISTORY     - 1960     MONUMENTED       CGS
 FB2110  HISTORY     - 1961     GOOD             NGS
 FB2110  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2110
 FB2110                          STATION DESCRIPTION
 FB2110
 FB2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2110'IN KNOXVILLE.
 FB2110'THIS MARK IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY 25W
 FB2110'AND KENSI DRIVE IN NORTHWEST KNOXVILLE, 61 FT. NORTH OF THE
 FB2110'STATION MARK, 32 FT. NORTHWEST OF THE CENTER OF KENSI DRIVE AND
 FB2110'1 FT. SOUTHWEST OF A BOARD FENCE.  THE DISK IS SET IN TOP OF
 FB2110'A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 4 FT. ABOVE THE
 FB2110'LEVEL OF KENSI DRIVE.
 FB2110
 FB2110                          STATION RECOVERY (1982)
 FB2110
 FB2110'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0183 ***********************************************************************
 FC0183  DESIGNATION -  KENT
 FC0183  PID         -  FC0183
 FC0183  STATE/COUNTY-  TN/ROANE
 FC0183  USGS QUAD   -  ELVERTON (1990)
 FC0183
 FC0183                         *CURRENT SURVEY CONTROL
 FC0183  ___________________________________________________________________
 FC0183* NAD 83(1995)-  35 52 30.81067(N)    084 29 56.09807(W)     ADJUSTED  
 FC0183* NAVD 88     -       318.496  (meters)    1044.93   (feet)  ADJUSTED  
 FC0183  ___________________________________________________________________
 FC0183  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 FC0183  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0183  DYNAMIC HT  -         318.203 (meters)    1043.97  (feet)  COMP
 FC0183  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FC0183
 FC0183  HORZ ORDER  -  SECOND
 FC0183  VERT ORDER  -  SECOND    CLASS 0
 FC0183
 FC0183.The horizontal coordinates were established by classical geodetic methods
 FC0183.and adjusted by the National Geodetic Survey in April 1999..
 FC0183
 FC0183.The orthometric height was determined by differential leveling
 FC0183.and adjusted by the National Geodetic Survey in June 1991..
 FC0183
 FC0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0183
 FC0183.The geoid height was determined by GEOID03.
 FC0183
 FC0183.The dynamic height is computed by dividing the NAVD 88
 FC0183.geopotential number by the normal gravity value computed on the
 FC0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0183.degrees latitude (g = 980.6199 gals.).
 FC0183
 FC0183.The modeled gravity was interpolated from observed gravity values.
 FC0183
 FC0183;                    North         East     Units Scale Factor Converg.
 FC0183;SPC TN       -   172,110.884   735,543.863   MT  0.99994866   +0 52 43.7
 FC0183;SPC TN       -   564,667.13  2,413,196.82   sFT  0.99994866   +0 52 43.7
 FC0183;UTM  16      - 3,972,998.348   725,793.947   MT  1.00022826   +1 27 58.7
 FC0183
 FC0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0183!SPC TN       -   0.99995478  x   0.99994866  =   0.99990344
 FC0183!UTM  16      -   0.99995478  x   1.00022826  =   1.00018303
 FC0183
 FC0183|---------------------------------------------------------------------|
 FC0183| PID    Reference Object                     Distance      Geod. Az  |
 FC0183|                                                           dddmmss.s |
 FC0183| FC0182 KENT RM 1                            15.727 METERS 12355     |
 FC0183| CZ4259 D 233                                              3061855.5 |
 FC0183| FC0184 KENT RM 2                            17.989 METERS 33021     |
 FC0183|---------------------------------------------------------------------|
 FC0183
 FC0183                          SUPERSEDED SURVEY CONTROL
 FC0183
 FC0183  NAD 83(1995)-  35 52 30.82034(N)    084 29 56.09763(W) AD(       ) 2
 FC0183  NAD 83(1986)-  35 52 30.82595(N)    084 29 56.09566(W) AD(       ) 2
 FC0183  NAD 27      -  35 52 30.55120(N)    084 29 56.35300(W) AD(       ) 2
 FC0183  NGVD 29 (??/??/92)  318.608  (m)         1045.30   (f) ADJ UNCH    2 0
 FC0183
 FC0183.Superseded values are not recommended for survey control.
 FC0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0183.See file dsdata.txt to determine how the superseded data were derived.
 FC0183
 FC0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2579472998(NAD 83)
 FC0183_MARKER: DE = TRAVERSE STATION DISK
 FC0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0183_STAMPING: KENT 1960
 FC0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0183+STABILITY: SURFACE MOTION
 FC0183
 FC0183  HISTORY     - Date     Condition        Report By
 FC0183  HISTORY     - 1960     MONUMENTED       CGS
 FC0183  HISTORY     - 1960     GOOD             CGS
 FC0183  HISTORY     - 1981     GOOD             LOCENG
 FC0183
 FC0183                          STATION DESCRIPTION
 FC0183
 FC0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0183'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE KINGSTON STEAM
 FC0183'PLANT AND ABOUT 2 MILES NORTHEAST OF KINGSTON.
 FC0183'
 FC0183'TO REACH THE STATION FROM THE EAST END OF THE WATTS BAR LAKE BRIDGE,
 FC0183'GO EAST ON INTERSTATE HIGHWAY 40 FOR 0.85 MILE TO THE
 FC0183'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST FOR 0.65 MILE TO THE STATION
 FC0183'ON THE LEFT.
 FC0183'
 FC0183'THE STATION IS 12 FEET NORTHEAST OF A CUT, 12 FEET SOUTHWEST OF A
 FC0183'FENCE LINE AND 2.5 FEET NORTH OF A WITNESS POST.  IT IS A
 FC0183'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH,
 FC0183'AND IS STAMPED KENT 1960.
 FC0183'
 FC0183'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A FENCE LINE.  IT IS A
 FC0183'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS
 FC0183'STAMPED KENT NO 1 1960.
 FC0183'
 FC0183'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF A FENCE LINE.  IT IS A
 FC0183'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS
 FC0183'STAMPED KENT NO 2 1960.
 FC0183'
 FC0183'THE AZIMUTH MARK IS IN THE EAST END OF THE BRIDGE ON THE SOUTH LANE
 FC0183'OF INTERSTATE HIGHWAY 40. IT IS A STANDARD BENCH MARK SET
 FC0183'IN A DRILL HOLE IN THE EAST ABUTMENT OF THE SOUTH BRIDGE AND IS
 FC0183'STAMPED D 233 1960.
 FC0183'
 FC0183'HEIGHT OF LIGHT ABOVE STATION MARK 22.48 METERS.
 FC0183
 FC0183                          STATION RECOVERY (1960)
 FC0183
 FC0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0183'1.5 MI SE FROM KINGSTON.
 FC0183'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0183'ST. FOR 0.8 MILE, THEN 0.7 MILE SOUTHEAST ON INTERSTATE HIGHWAY
 FC0183'40 TO THE CREST OF A LARGE HILL.  THE STATION MARK IS LOCATED
 FC0183'AT THE TOP OF A CUT ON THE NORTH SIDE OF THE HIGHWAY, 12 FT.
 FC0183'NORTHEAST OF THE CUT, 12 FT. SOUTHWEST OF A RIGHT-OF-WAY FENCE
 FC0183'AND 2.5 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF
 FC0183'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FC0183
 FC0183                          STATION RECOVERY (1981)
 FC0183
 FC0183'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FC0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0182 ***********************************************************************
 FC0182  DESIGNATION -  KENT RM 1
 FC0182  PID         -  FC0182
 FC0182  STATE/COUNTY-  TN/ROANE
 FC0182  USGS QUAD   -  ELVERTON (1990)
 FC0182
 FC0182                         *CURRENT SURVEY CONTROL
 FC0182  ___________________________________________________________________
 FC0182* NAD 83(1986)-  35 52 30.     (N)    084 29 56.     (W)     SCALED    
 FC0182* NAVD 88     -       318.715  (meters)    1045.65   (feet)  ADJUSTED  
 FC0182  ___________________________________________________________________
 FC0182  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0182  DYNAMIC HT  -         318.422 (meters)    1044.69  (feet)  COMP
 FC0182  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FC0182
 FC0182  VERT ORDER  -  SECOND    CLASS 0
 FC0182
 FC0182.The horizontal coordinates were scaled from a topographic map and have
 FC0182.an estimated accuracy of +/- 6 seconds.
 FC0182
 FC0182.The orthometric height was determined by differential leveling
 FC0182.and adjusted by the National Geodetic Survey in June 1991..
 FC0182
 FC0182.The geoid height was determined by GEOID03.
 FC0182
 FC0182.The dynamic height is computed by dividing the NAVD 88
 FC0182.geopotential number by the normal gravity value computed on the
 FC0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0182.degrees latitude (g = 980.6199 gals.).
 FC0182
 FC0182.The modeled gravity was interpolated from observed gravity values.
 FC0182
 FC0182;                    North         East    Units  Estimated Accuracy
 FC0182;SPC TN       -   172,090.      735,550.      MT  (+/- 180 meters Scaled)
 FC0182
 FC0182                          SUPERSEDED SURVEY CONTROL
 FC0182
 FC0182  NGVD 29 (??/??/92)  318.828  (m)         1046.02   (f) ADJ UNCH    2 0
 FC0182
 FC0182.Superseded values are not recommended for survey control.
 FC0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0182.See file dsdata.txt to determine how the superseded data were derived.
 FC0182
 FC0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE257729(NAD 83)
 FC0182_MARKER: DR = REFERENCE MARK DISK
 FC0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0182_STAMPING: KENT NO 1 1960
 FC0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0182+STABILITY: SURFACE MOTION
 FC0182
 FC0182  HISTORY     - Date     Condition        Report By
 FC0182  HISTORY     - 1960     MONUMENTED       CGS
 FC0182
 FC0182                          STATION DESCRIPTION
 FC0182
 FC0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0182'1.5 MI SE FROM KINGSTON.
 FC0182'THIS MARK IS LOCATED AT THE KENT 1960 STATION SITE, 54 FT.
 FC0182'SOUTHEAST OF A WITNESS SIGN, 51.6 FT. SOUTHEAST OF THE STATION
 FC0182'MARK, AND 1 FT. SOUTH OF A RIGHT-OF-WAY FENCE.  THE DISK IS SET
 FC0182'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0184 ***********************************************************************
 FC0184  DESIGNATION -  KENT RM 2
 FC0184  PID         -  FC0184
 FC0184  STATE/COUNTY-  TN/ROANE
 FC0184  USGS QUAD   -  ELVERTON (1990)
 FC0184
 FC0184                         *CURRENT SURVEY CONTROL
 FC0184  ___________________________________________________________________
 FC0184* NAD 83(1986)-  35 52 30.     (N)    084 29 56.     (W)     SCALED    
 FC0184* NAVD 88     -       318.975  (meters)    1046.50   (feet)  ADJUSTED  
 FC0184  ___________________________________________________________________
 FC0184  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FC0184  DYNAMIC HT  -         318.681 (meters)    1045.54  (feet)  COMP
 FC0184  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 FC0184
 FC0184  VERT ORDER  -  SECOND    CLASS 0
 FC0184
 FC0184.The horizontal coordinates were scaled from a topographic map and have
 FC0184.an estimated accuracy of +/- 6 seconds.
 FC0184
 FC0184.The orthometric height was determined by differential leveling
 FC0184.and adjusted by the National Geodetic Survey in June 1991..
 FC0184
 FC0184.The geoid height was determined by GEOID03.
 FC0184
 FC0184.The dynamic height is computed by dividing the NAVD 88
 FC0184.geopotential number by the normal gravity value computed on the
 FC0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0184.degrees latitude (g = 980.6199 gals.).
 FC0184
 FC0184.The modeled gravity was interpolated from observed gravity values.
 FC0184
 FC0184;                    North         East    Units  Estimated Accuracy
 FC0184;SPC TN       -   172,090.      735,550.      MT  (+/- 180 meters Scaled)
 FC0184
 FC0184                          SUPERSEDED SURVEY CONTROL
 FC0184
 FC0184  NGVD 29 (??/??/92)  319.088  (m)         1046.87   (f) ADJ UNCH    2 0
 FC0184
 FC0184.Superseded values are not recommended for survey control.
 FC0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0184.See file dsdata.txt to determine how the superseded data were derived.
 FC0184
 FC0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE257729(NAD 83)
 FC0184_MARKER: DR = REFERENCE MARK DISK
 FC0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0184_STAMPING: KENT NO 2 1960
 FC0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0184+STABILITY: SURFACE MOTION
 FC0184
 FC0184  HISTORY     - Date     Condition        Report By
 FC0184  HISTORY     - 1960     MONUMENTED       CGS
 FC0184
 FC0184                          STATION DESCRIPTION
 FC0184
 FC0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0184'1.5 MI SE FROM KINGSTON.
 FC0184'THIS MARK IS LOCATED AT THE KENT 1960 STATION SITE, 59.5
 FC0184'FT. NORTHWEST OF A WITNESS SIGN, 59 FT. NORTHWEST OF THE STATION
 FC0184'MARK, AND 1 FT. SOUTH OF A RIGHT-OF-WAY FENCE.  THE DISK IS SET
 FC0184'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1629 ***********************************************************************
 GD1629  DESIGNATION -  KENTON
 GD1629  PID         -  GD1629
 GD1629  STATE/COUNTY-  TN/GIBSON
 GD1629  USGS QUAD   -  KENTON (1981)
 GD1629
 GD1629                         *CURRENT SURVEY CONTROL
 GD1629  ___________________________________________________________________
 GD1629* NAD 83(1995)-  36 12 00.81196(N)    089 01 48.32402(W)     ADJUSTED  
 GD1629* NAVD 88     -        93.59   (+/-2cm)     307.1    (feet)  VERTCON   
 GD1629  ___________________________________________________________________
 GD1629  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GD1629  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1629
 GD1629  HORZ ORDER  -  SECOND
 GD1629  VERT ORDER  -  THIRD ? (See Below)
 GD1629
 GD1629.The horizontal coordinates were established by classical geodetic methods
 GD1629.and adjusted by the National Geodetic Survey in April 1999..
 GD1629
 GD1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1629.The vertical order pertains to the NGVD 29 superseded value.
 GD1629
 GD1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1629
 GD1629.The geoid height was determined by GEOID03.
 GD1629
 GD1629;                    North         East     Units Scale Factor Converg.
 GD1629;SPC TN       -   211,349.897   327,540.239   MT  0.99996876   -1 46 26.2
 GD1629;SPC TN       -   693,403.79  1,074,604.93   sFT  0.99996876   -1 46 26.2
 GD1629;UTM  16      - 4,008,066.913   317,484.792   MT  1.00001046   -1 11 57.6
 GD1629
 GD1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1629!SPC TN       -   0.99998974  x   0.99996876  =   0.99995850
 GD1629!UTM  16      -   0.99998974  x   1.00001046  =   1.00000020
 GD1629
 GD1629|---------------------------------------------------------------------|
 GD1629| PID    Reference Object                     Distance      Geod. Az  |
 GD1629|                                                           dddmmss.s |
 GD1629| GD2053 KENTON RM 1                          25.327 METERS 04714     |
 GD1629| GD2055 KENTON AZ MK                                       0632009.2 |
 GD1629| GD1627 KENTON OLD MUNICIPAL TANK           APPROX. 0.7 KM 0670353.4 |
 GD1629| GD1626 KENTON NEW MUNICIPAL TANK           APPROX. 1.6 KM 0680314.3 |
 GD1629| GD2054 KENTON RM 2                          22.463 METERS 11400     |
 GD1629| GD1512 RUTHERFORD MUNICIPAL TANK           APPROX. 8.8 KM 1583045.8 |
 GD1629| GD1628 KENTON RADIO STA KIS 94 MAST        APPROX. 4.2 KM 3554330.8 |
 GD1629|---------------------------------------------------------------------|
 GD1629
 GD1629                          SUPERSEDED SURVEY CONTROL
 GD1629
 GD1629  NAD 83(1995)-  36 12 00.81472(N)    089 01 48.32520(W) AD(       ) 2
 GD1629  NAD 83(1995)-  36 12 00.81581(N)    089 01 48.32564(W) AD(       ) 2
 GD1629  NAD 83(1986)-  36 12 00.82406(N)    089 01 48.32334(W) AD(       ) 2
 GD1629  NAD 27      -  36 12 00.58140(N)    089 01 48.08480(W) AD(       ) 2
 GD1629  NGVD 29 (07/19/86)   93.60   (m)          307.1    (f) LEVELING    3  
 GD1629
 GD1629.Superseded values are not recommended for survey control.
 GD1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1629.See file dsdata.txt to determine how the superseded data were derived.
 GD1629
 GD1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1748508067(NAD 83)
 GD1629_MARKER: DS = TRIANGULATION STATION DISK
 GD1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1629
 GD1629  HISTORY     - Date     Condition        Report By
 GD1629  HISTORY     - 1959     MONUMENTED       CGS
 GD1629  HISTORY     - 1967     GOOD             CGS
 GD1629
 GD1629                          STATION DESCRIPTION
 GD1629
 GD1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1629'THE STATION IS ABOUT 1 MILE WEST OF KENTON AND ON THE PROPERTY OF MR.
 GD1629'ANDREW SAWYER.  IT IS 128 FEET NORTHWEST OF THE INTERSECTION OF A
 GD1629'PAVED ROAD AND A DRIVEWAY, 124 FEET WEST OF THE CENTERLINE OF THE
 GD1629'PAVED ROAD, 76 FEET WEST OF A WHITE WITNESS POST, 75 FEET WEST OF
 GD1629'A POWER POLE, 55 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 GD1629'HOUSE, 33 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD BARN AND
 GD1629'28 FEET SOUTH OF A 10 INCH TREE.  THE MONUMENT IS FLUSH AND THE
 GD1629'DISK IS STAMPED KENTON 1959.
 GD1629'
 GD1629'TO REACH THE STATION FROM THE KENTON HIGH SCHOOL, JUST W OF THE MAIN
 GD1629'INTERSECTION, IN KENTON, GO WESTERLY ON A PAVED ROAD FOR 0.6 MILE TO
 GD1629'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE PAVED ROAD FOR
 GD1629'0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED
 GD1629'ROAD FOR 0.2 MILE TO THE HOME OF MR. SAWYER ON THE RIGHT AND THE
 GD1629'STATION AS DESCRIBED.
 GD1629'
 GD1629'REFERENCE MARK 1 IS 91 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 GD1629'87 FEET NORTH OF THE WHITE WITNESS POST AND THE POWER POLE AND 8
 GD1629'FEET SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1629'STAMPED KENTON NO 1 1959.
 GD1629'
 GD1629'REFERENCE MARK 2 IS 50 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 GD1629'32 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 2 FEET WEST OF THE
 GD1629'WHITE WITNESS POST AND 1 FOOT WEST OF A POWER POLE.  THE MONUMENT
 GD1629'IS FLUSH AND THE DISK IS STAMPED KENTON NO 2 1959.
 GD1629'
 GD1629'THE AZIMUTH MARK IS 57 FEET WEST OF A FENCE CORNER, 21 FEET SOUTH OF
 GD1629'THE CENTERLINE OF A PAVED ROAD, 2 FEET WEST OF A WITNESS POST AND 1
 GD1629'FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 GD1629'DISK IS STAMPED KENTON 1959.
 GD1629'
 GD1629'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1629
 GD1629                          STATION RECOVERY (1967)
 GD1629
 GD1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1629'THIS STATION AND ALL MARKS RECOVERED AS DESCRIBED
 GD1629'WITH THE FOLLOWING NOTED DELETION TO BE MADE.  THE WIRE FENCE
 GD1629'MENTIONED IN THE DETAILED DESCRIPTION FOR REFERENCE MARK NO. 1 NO
 GD1629'LONGER EXISTS.  CONDITION OF ALL MARKS GOOD.
 GD1629'
 GD1629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1 MILE
 GD1629'WEST OF KENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1626 ***********************************************************************
 GD1626  DESIGNATION -  KENTON NEW MUNICIPAL TANK
 GD1626  PID         -  GD1626
 GD1626  STATE/COUNTY-  TN/OBION
 GD1626  USGS QUAD   -  KENTON (1981)
 GD1626
 GD1626                         *CURRENT SURVEY CONTROL
 GD1626  ___________________________________________________________________
 GD1626* NAD 83(1995)-  36 12 20.20687(N)    089 00 48.91862(W)     ADJUSTED  
 GD1626* NAVD 88     -                                                        
 GD1626  ___________________________________________________________________
 GD1626  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GD1626  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1626
 GD1626  HORZ ORDER  -  THIRD
 GD1626
 GD1626.The horizontal coordinates were established by classical geodetic methods
 GD1626.and adjusted by the National Geodetic Survey in April 1999..
 GD1626
 GD1626
 GD1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1626
 GD1626.The geoid height was determined by GEOID03.
 GD1626
 GD1626;                    North         East     Units Scale Factor Converg.
 GD1626;SPC TN       -   211,901.590   329,041.956   MT  0.99996937   -1 45 51.4
 GD1626;SPC TN       -   695,213.80  1,079,531.82   sFT  0.99996937   -1 45 51.4
 GD1626;UTM  16      - 4,008,633.660   318,980.957   MT  1.00000376   -1 11 23.0
 GD1626
 GD1626                          SUPERSEDED SURVEY CONTROL
 GD1626
 GD1626  NAD 83(1995)-  36 12 20.20945(N)    089 00 48.92005(W) AD(       ) 4
 GD1626  NAD 83(1995)-  36 12 20.21044(N)    089 00 48.92107(W) AD(       ) 4
 GD1626  NAD 83(1986)-  36 12 20.21895(N)    089 00 48.91789(W) AD(       ) 4
 GD1626  NAD 27      -  36 12 19.97700(N)    089 00 48.67900(W) AD(       ) 3
 GD1626
 GD1626.Superseded values are not recommended for survey control.
 GD1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1626.See file dsdata.txt to determine how the superseded data were derived.
 GD1626
 GD1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1898108634(NAD 83)
 GD1626_MARKER: 53 = ELEVATED TANK
 GD1626
 GD1626  HISTORY     - Date     Condition        Report By
 GD1626  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1626  HISTORY     - 1967     GOOD             CGS
 GD1626
 GD1626                          STATION DESCRIPTION
 GD1626
 GD1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1626'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK IS A FOUR
 GD1626'LEGGED STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND KENTON PAINTED
 GD1626'IN BLACK ON THE NORTH AND SOUTH SIDES.  THE OVERALL HEIGHT OF THE
 GD1626'TANK IS ABOUT 130 FEET.
 GD1626'
 GD1626'THE TANK IS LOCATED AT THE NORTH EDGE OF KENTON AND IS OWNED BY THE
 GD1626'CITY.
 GD1626
 GD1626                          STATION RECOVERY (1967)
 GD1626
 GD1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1626'THE STATION WAS RECOVERED AND IS IN THE EXACT LOCATION AS WHEN
 GD1626'INTERSECTED IN 1959.
 GD1626'
 GD1626'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1626'
 GD1626'THE STATION IS LOCATED NEAR THE NORTH EDGE OF KENTON ON CITY
 GD1626'PROPERTY, 100 FEET EAST OF THE APPROXIMATE CENTER OF U. S. HIGHWAY
 GD1626'45W AND 30 FEET SOUTH OF THE SOUTH EDGE OF THE B. AND B. CHEMICAL
 GD1626'CO. PARKING LOT.
 GD1626'
 GD1626'THE STATION IS THE TOP AND CENTER OF A LARGE DOME SHAPED TANK
 GD1626'SUPPORTED BY FOUR TUBULAR STEEL LEGS, IS PAINTED SILVER WITH THE
 GD1626'ROOF OF THE TANK PAINTED GREEN, HAS THE LEGEND KENTON PAINTED IN
 GD1626'BLACK ON THE NORTH AND SOUTH SIDES OF THE TANK, AND HAS AN
 GD1626'OVER-ALL HEIGHT OF ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1628 ***********************************************************************
 GD1628  DESIGNATION -  KENTON RADIO STA KIS 94 MAST
 GD1628  PID         -  GD1628
 GD1628  STATE/COUNTY-  TN/OBION
 GD1628  USGS QUAD   -  KENTON (1981)
 GD1628
 GD1628                         *CURRENT SURVEY CONTROL
 GD1628  ___________________________________________________________________
 GD1628* NAD 83(1995)-  36 14 16.77190(N)    089 02 00.86895(W)     ADJUSTED  
 GD1628* NAVD 88     -                                                        
 GD1628  ___________________________________________________________________
 GD1628  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GD1628  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1628
 GD1628  HORZ ORDER  -  THIRD
 GD1628
 GD1628.The horizontal coordinates were established by classical geodetic methods
 GD1628.and adjusted by the National Geodetic Survey in April 1999..
 GD1628
 GD1628
 GD1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1628
 GD1628.The geoid height was determined by GEOID03.
 GD1628
 GD1628;                    North         East     Units Scale Factor Converg.
 GD1628;SPC TN       -   215,548.172   327,356.875   MT  0.99997318   -1 46 33.5
 GD1628;SPC TN       -   707,177.63  1,074,003.35   sFT  0.99997318   -1 46 33.5
 GD1628;UTM  16      - 4,012,263.309   317,259.364   MT  1.00001147   -1 12 08.9
 GD1628
 GD1628                          SUPERSEDED SURVEY CONTROL
 GD1628
 GD1628  NAD 83(1995)-  36 14 16.77463(N)    089 02 00.86985(W) AD(       ) 4
 GD1628  NAD 83(1995)-  36 14 16.77616(N)    089 02 00.87063(W) AD(       ) 4
 GD1628  NAD 83(1986)-  36 14 16.78442(N)    089 02 00.86807(W) AD(       ) 4
 GD1628  NAD 27      -  36 14 16.54400(N)    089 02 00.62800(W) AD(       ) 3
 GD1628
 GD1628.Superseded values are not recommended for survey control.
 GD1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1628.See file dsdata.txt to determine how the superseded data were derived.
 GD1628
 GD1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1725912263(NAD 83)
 GD1628_MARKER: 42 = RADIO/TV MAST
 GD1628
 GD1628  HISTORY     - Date     Condition        Report By
 GD1628  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1628  HISTORY     - 1967     GOOD             CGS
 GD1628
 GD1628                          STATION DESCRIPTION
 GD1628
 GD1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1628'THE STATION IS THE BLINKING RED LIGHT AT THE TOP OF THE MAST.
 GD1628'THE MAST IS A 3 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 GD1628'OF INTERNATIONAL RED AND WHITE.  THE MAST IS GUYED AND HAS AN
 GD1628'OVERALL HEIGHT OF 280 FEET.
 GD1628'
 GD1628'THE MAST IS LOCATED ABOUT 3 MILES NORTH OF KENTON AND IS OWNED AND
 GD1628'OPERATED BY THE TEXAS GAS TRANSMISSION CORP.
 GD1628
 GD1628                          STATION RECOVERY (1967)
 GD1628
 GD1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1628'THE STATION WAS RECOVERED AND IS IN THE EXACT LOCATION AS WHEN
 GD1628'INTERSECTED IN 1959.
 GD1628'
 GD1628'THE STATION DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7720 ***********************************************************************
 DG7720  CBN         -  This is a Cooperative Base Network Control Station.
 DG7720  DESIGNATION -  KEPHART
 DG7720  PID         -  DG7720
 DG7720  STATE/COUNTY-  TN/HAMILTON
 DG7720  USGS QUAD   -  DAISY (1976)
 DG7720
 DG7720                         *CURRENT SURVEY CONTROL
 DG7720  ___________________________________________________________________
 DG7720* NAD 83(1995)-  35 13 46.69661(N)    085 12 38.68054(W)     ADJUSTED  
 DG7720* NAVD 88     -       210.2    (meters)     690.     (feet)  GPS OBS   
 DG7720  ___________________________________________________________________
 DG7720  X           -     435,482.200 (meters)                     COMP
 DG7720  Y           -  -5,197,708.485 (meters)                     COMP
 DG7720  Z           -   3,658,810.941 (meters)                     COMP
 DG7720  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 DG7720  ELLIP HEIGHT-         180.50  (meters)          (08/03/04) GPS OBS
 DG7720  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DG7720
 DG7720  HORZ ORDER  -  A
 DG7720  ELLP ORDER  -  FOURTH    CLASS I
 DG7720
 DG7720.The horizontal coordinates were established by GPS observations
 DG7720.and adjusted by the National Geodetic Survey in August 2004..
 DG7720
 DG7720.The orthometric height was determined by GPS observations and a
 DG7720.high-resolution geoid model.
 DG7720
 DG7720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7720
 DG7720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7720
 DG7720.The ellipsoidal height was determined by GPS observations
 DG7720.and is referenced to NAD 83.
 DG7720
 DG7720.The geoid height was determined by GEOID03.
 DG7720
 DG7720;                    North         East     Units Scale Factor Converg.
 DG7720;SPC TN       -    99,735.180   671,847.297   MT  1.00000366   +0 27 43.4
 DG7720;SPC TN       -   327,214.50  2,204,219.01   sFT  1.00000366   +0 27 43.4
 DG7720;UTM  16      - 3,899,976.380   662,823.988   MT  0.99992674   +1 01 56.5
 DG7720
 DG7720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7720!SPC TN       -   0.99997167  x   1.00000366  =   0.99997533
 DG7720!UTM  16      -   0.99997167  x   0.99992674  =   0.99989841
 DG7720
 DG7720                          SUPERSEDED SURVEY CONTROL
 DG7720
 DG7720.No superseded survey control is available for this station.
 DG7720
 DG7720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6282499976(NAD 83)
 DG7720_MARKER: DD = SURVEY DISK
 DG7720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7720_STAMPING: KEPHART 1966 2001
 DG7720_MARK LOGO: TVA   
 DG7720_PROJECTION: FLUSH
 DG7720_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7720+STABILITY: SURFACE MOTION
 DG7720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7720+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7720
 DG7720  HISTORY     - Date     Condition        Report By
 DG7720  HISTORY     - 2001     MONUMENTED       TVA
 DG7720  HISTORY     - 20031010 GOOD             TNDT
 DG7720
 DG7720                          STATION DESCRIPTION
 DG7720
 DG7720'DESCRIBED BY TN DEPT OF TRANSP 2003 (DLM)
 DG7720'TO REACH THE STATION FROM SEQUOYAH ACCESS ROAD AND HIGHWAY 27, GO
 DG7720'NORTHWEST ON SEQUOYAH ACCESS ROAD FOR 0.4 MILE.  TURN LEFT ONTO DAYTON
 DG7720'PIKE (OLD HIGHWY 27) AND GO IN A SOUTHERLY DIRECTION FOR 2.3 MILES
 DG7720'(PASSING WIMPIES RESTAURANT AT 0.6 MILE ON THE LEFT AND HARRISON LANE
 DG7720'AT 1.5 MILES) TO THE SODDY DAISY VETERANS MEMORIAL PARK LOCATED ON TEH
 DG7720'RIGHT (NORTH) SIDE OF THE ROAD JUST PAST THE SODDY DAISY FIRE HALL
 DG7720'NUMBER 3.  PARK AND WARK TO THE FLAGPOLE LOCATED ON A RAISED CONCRETE
 DG7720'PLATFORM IN THE CENTER OF THE PARK.
 DG7720' 
 DG7720'THE MARK IS A STANDARD TVA BRONZE CAP STAMPED--KEPHART 1966-2001--,
 DG7720'SET JUST WEST OF THE MAIN SIDEWALK LEADING UP TO THE WAR MEMORIAL AS
 DG7720'IT REACHES THE PLATFORM.  THE MARK IS 1.93 FT TO THE CORNER OF THE
 DG7720'KOREAN WAR MONUMENT, 12.15 FT TO THE SW CORNER OF THE WORLD WAR II
 DG7720'MUNUMENT, 11.50 FT DUE NORTH TO THE CENTER OF THE FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1371 ***********************************************************************
 FE1371  DESIGNATION -  KERR
 FE1371  PID         -  FE1371
 FE1371  STATE/COUNTY-  TN/TIPTON
 FE1371  USGS QUAD   -  MUNFORD (1983)
 FE1371
 FE1371                         *CURRENT SURVEY CONTROL
 FE1371  ___________________________________________________________________
 FE1371* NAD 83(1995)-  35 24 00.30578(N)    089 50 47.33633(W)     ADJUSTED  
 FE1371* NAVD 88     -       126.947  (meters)     416.49   (feet)  ADJUSTED  
 FE1371  ___________________________________________________________________
 FE1371  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FE1371  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1371  DYNAMIC HT  -         126.836 (meters)     416.13  (feet)  COMP
 FE1371  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 FE1371
 FE1371  HORZ ORDER  -  THIRD
 FE1371  VERT ORDER  -  FIRST     CLASS I
 FE1371
 FE1371.The horizontal coordinates were established by classical geodetic methods
 FE1371.and adjusted by the National Geodetic Survey in April 1999..
 FE1371
 FE1371.The orthometric height was determined by differential leveling
 FE1371.and adjusted by the National Geodetic Survey in August 1995..
 FE1371
 FE1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1371
 FE1371.The geoid height was determined by GEOID03.
 FE1371
 FE1371.The dynamic height is computed by dividing the NAVD 88
 FE1371.geopotential number by the normal gravity value computed on the
 FE1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1371.degrees latitude (g = 980.6199 gals.).
 FE1371
 FE1371.The modeled gravity was interpolated from observed gravity values.
 FE1371
 FE1371;                    North         East     Units Scale Factor Converg.
 FE1371;SPC TN       -   125,221.306   250,677.384   MT  0.99997691   -2 15 06.8
 FE1371;SPC TN       -   410,830.23    822,430.72   sFT  0.99997691   -2 15 06.8
 FE1371;UTM  16      - 3,921,134.075   241,489.143   MT  1.00042364   -1 38 59.4
 FE1371
 FE1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1371!SPC TN       -   0.99998435  x   0.99997691  =   0.99996126
 FE1371!UTM  16      -   0.99998435  x   1.00042364  =   1.00040799
 FE1371
 FE1371|---------------------------------------------------------------------|
 FE1371| PID    Reference Object                     Distance      Geod. Az  |
 FE1371|                                                           dddmmss.s |
 FE1371| FE2827 KERR RM 1                            27.345 METERS 03227     |
 FE1371| FE2585 MUNFORD MUNICIPAL TANK              APPROX. 6.3 KM 0322826.4 |
 FE1371| CG3628 KERR AZ MK                                         2070238.8 |
 FE1371| FE1372 KERR RM 2                            23.196 METERS 28702     |
 FE1371|---------------------------------------------------------------------|
 FE1371
 FE1371                          SUPERSEDED SURVEY CONTROL
 FE1371
 FE1371  NAD 83(1995)-  35 24 00.31527(N)    089 50 47.33765(W) AD(       ) 3
 FE1371  NAD 83(1986)-  35 24 00.31760(N)    089 50 47.33789(W) AD(       ) 3
 FE1371  NAD 27      -  35 24 00.01570(N)    089 50 47.03290(W) AD(       ) 3
 FE1371  NAVD 88 (06/15/91)  126.955  (m)          416.52   (f) UNKNOWN     1 1
 FE1371  NGVD 29 (??/??/??)  126.924  (m)          416.42   (f) ADJUSTED    1 1
 FE1371
 FE1371.Superseded values are not recommended for survey control.
 FE1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1371.See file dsdata.txt to determine how the superseded data were derived.
 FE1371
 FE1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4148921134(NAD 83)
 FE1371_MARKER: DS = TRIANGULATION STATION DISK
 FE1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1371_SP_SET: CONCRETE POST
 FE1371_STAMPING: KERR 1958
 FE1371_MARK LOGO: CGS   
 FE1371_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1371+STABILITY: SURFACE MOTION
 FE1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1371+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1371
 FE1371  HISTORY     - Date     Condition        Report By
 FE1371  HISTORY     - 1958     MONUMENTED       CGS
 FE1371  HISTORY     - 1974     GOOD             LOCENG
 FE1371  HISTORY     - 1974     GOOD             NGS
 FE1371  HISTORY     - 19920115 GOOD             NGS
 FE1371  HISTORY     - 20021003 GOOD             USACE
 FE1371
 FE1371                          STATION DESCRIPTION
 FE1371
 FE1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1371'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF CROSSTOWN,
 FE1371'ABOUT 3-1/2 MILES NORTHEAST OF MILLINGTON AND ON PROPERTY
 FE1371'OWNED BY MR. BYRON B. HUGHES.  IT IS 51 FEET SOUTHWEST OF THE SOUTH
 FE1371'EDGE OF A CONCRETE BLOCK BUILDING CALLED THE TURF CLUB, 32 FEET
 FE1371'NORTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 5 FEET
 FE1371'NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 FE1371'AND THE DISK IS STAMPED KERR 1958.
 FE1371'
 FE1371'TO REACH THE STATION FROM THE CROSSROAD IN CROSSTOWN, GO SOUTHWEST ON
 FE1371'U.S. HIGHWAY 51 FOR 4.45 MILES TO A GRAVELED DRIVEWAY ON THE
 FE1371'RIGHT.  *TURN RIGHT ON THE DRIVEWAY AND GO NORTH FOR 0.05 MILE TO THE
 FE1371'STATION ON THE RIGHT AS DESCRIBED.
 FE1371'
 FE1371'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHWEST ON
 FE1371'HIGHWAY 51 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FE1371'DESCRIBED.
 FE1371'
 FE1371'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE WEST ENTRANCE TO THE CLUB.
 FE1371'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KERR NO 1 1958.
 FE1371'
 FE1371'REFERENCE MARK 2 IS 114 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FE1371'CLUB AND 31 FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY.  THE
 FE1371'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KERR NO 2 1958.
 FE1371'
 FE1371'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF HIGHWAY 51, 1
 FE1371'FOOT NORTH OF A WHITE WITNESS POST AND AT THE WEST EDGE OF A
 FE1371'CULTIVATED FIELD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE1371'STAMPED KERR 1958.
 FE1371'
 FE1371'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE1371
 FE1371                          STATION RECOVERY (1974)
 FE1371
 FE1371'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 FE1371'THE STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION AND LEVELED
 FE1371'OVER IN 1974.  R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED, BELIEVED
 FE1371'STILL THERE BUT COVERED WITH DEBRIS FROM BURNED TURF CLUB.
 FE1371'
 FE1371'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND NAVY ROAD AT
 FE1371'MILLINGTON GO 5.65 MILES NORTHEAST ALONG U.S. HIGHWAY 51.
 FE1371'
 FE1371'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED KERR
 FE1371'1958.  0.25 MILE NORTHEAST OF THE JUNCTION OF A ROAD WEST TO
 FE1371'WILKINSVILLE, 0.1 MILE NORTH AND ACROSS THE HIGHWAY FROM A GROCERY
 FE1371'STORE AND SERVICE STATION, 152 FEET NORTHWEST OF THE CENTER LINE
 FE1371'OF THE NORTHWEST LANES OF THE HIGHWAY, 97 FEET WEST OF A POWER
 FE1371'POLE, IN A CONCRETE POST.
 FE1371'
 FE1371'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED KERR NO 2 1958.
 FE1371'76.1 FEET WEST OF THE STATION, 73 FEET NORTHEAST OF A PERSIMMON
 FE1371'TREE, IN A CONCRETE POST.
 FE1371'
 FE1371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 FE1371'NORTHEAST OF TIPTON.
 FE1371
 FE1371                          STATION RECOVERY (1974)
 FE1371
 FE1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1371'5.6 MI NE FROM MILLINGTON.
 FE1371'ABOUT 5.65 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1371'JUNCTION WITH NAVY ROAD AT MILLINGTON, 0.25 MILE NORTHEAST OF THE
 FE1371'JUNCTION WITH A PAVED ROAD LEADING WEST TO WILKINSVILLE, 0.1
 FE1371'MILE NORTH AND ACROSS 4 LANES OF U.S. HIGHWAY 51 FROM A GROCERY
 FE1371'STORE AND AN EXXON SERVICE STATION, 152 FEET NORTHWEST OF THE
 FE1371'CENTER LINE OF THE NORTHWEST LANE OF THE HIGHWAY, 30 FEET
 FE1371'SOUTHWEST OF THE SOUTHWEST EDGE OF AN ASPHALT PARKING AREA, NOW
 FE1371'ABANDONED (FORMERLY SITE OF TURF CLUB) BURNED DOWN, IN SMALL
 FE1371'GRASSY PLOT OF GROUND, 97 FEET WEST OF A POWER POLE, BEARING A
 FE1371'LIGHT AND TRANSFORMER, 76.1 FEET EAST OF KERR NO1, 35 FEET EAST
 FE1371'OF THE CENTER LINE OF AN ASPHALT DRIVEWAY, 18 FEET NORTHWEST OF
 FE1371'A 11--INCH BLACK WALNUT TREE, 1.5 FEET NORTH OF A METAL WITNESS
 FE1371'POST AND IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
 FE1371
 FE1371                          STATION RECOVERY (1992)
 FE1371
 FE1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1371'8.8 KM (5.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1371'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 46.4 M (152.2 FT)
 FE1371'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST-BOUND LANES OF THE
 FE1371'HIGHWAY, 29.6 M (97.1 FT) WEST OF A UTILITY LIGHT POLE WITH
 FE1371'TRANSFORMER NUMBER 13997, 17.9 M (58.7 FT) SOUTHWEST OF THE SOUTHWEST
 FE1371'CORNER OF THE VICTORY BAPTIST MISSION SERVICES CHURCH, 11.1 M
 FE1371'(36.4 FT) EAST OF THE CENTER OF A PAVED DRIVEWAY, 5.4 M (17.7 FT)
 FE1371'NORTHWEST OF AN 18-INCH WALNUT TREE, 2.5 M (8.2 FT) ABOVE THE LEVEL OF
 FE1371'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE
 FE1371'GROUND SURFACE.
 FE1371
 FE1371                          STATION RECOVERY (2002)
 FE1371
 FE1371'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1372 ***********************************************************************
 FE1372  DESIGNATION -  KERR RM 2
 FE1372  PID         -  FE1372
 FE1372  STATE/COUNTY-  TN/TIPTON
 FE1372  USGS QUAD   -  MUNFORD (1983)
 FE1372
 FE1372                         *CURRENT SURVEY CONTROL
 FE1372  ___________________________________________________________________
 FE1372* NAD 83(1986)-  35 24 00.     (N)    089 50 47.     (W)     SCALED    
 FE1372* NAVD 88     -       126.658  (meters)     415.54   (feet)  ADJUSTED  
 FE1372  ___________________________________________________________________
 FE1372  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1372  DYNAMIC HT  -         126.547 (meters)     415.18  (feet)  COMP
 FE1372  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 FE1372
 FE1372  VERT ORDER  -  FIRST     CLASS I
 FE1372
 FE1372.The horizontal coordinates were scaled from a topographic map and have
 FE1372.an estimated accuracy of +/- 6 seconds.
 FE1372
 FE1372.The orthometric height was determined by differential leveling
 FE1372.and adjusted by the National Geodetic Survey in June 1991..
 FE1372
 FE1372.The geoid height was determined by GEOID03.
 FE1372
 FE1372.The dynamic height is computed by dividing the NAVD 88
 FE1372.geopotential number by the normal gravity value computed on the
 FE1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1372.degrees latitude (g = 980.6199 gals.).
 FE1372
 FE1372.The modeled gravity was interpolated from observed gravity values.
 FE1372
 FE1372;                    North         East    Units  Estimated Accuracy
 FE1372;SPC TN       -   125,210.      250,690.      MT  (+/- 180 meters Scaled)
 FE1372
 FE1372                          SUPERSEDED SURVEY CONTROL
 FE1372
 FE1372  NGVD 29 (??/??/??)  126.626  (m)          415.44   (f) ADJUSTED    1 1
 FE1372
 FE1372.Superseded values are not recommended for survey control.
 FE1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1372.See file dsdata.txt to determine how the superseded data were derived.
 FE1372
 FE1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE414211(NAD 83)
 FE1372_MARKER: DR = REFERENCE MARK DISK
 FE1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1372_SP_SET: CONCRETE POST
 FE1372_STAMPING: KERR NO 2 1958
 FE1372_MARK LOGO: CGS   
 FE1372_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1372+STABILITY: SURFACE MOTION
 FE1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1372+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1372
 FE1372  HISTORY     - Date     Condition        Report By
 FE1372  HISTORY     - 1958     MONUMENTED       CGS
 FE1372  HISTORY     - 1974     GOOD             NGS
 FE1372  HISTORY     - 19920115 GOOD             NGS
 FE1372  HISTORY     - 20021003 GOOD             USACE
 FE1372
 FE1372                          STATION DESCRIPTION
 FE1372
 FE1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1372'5.6 MI NE FROM MILLINGTON.
 FE1372'ABOUT 5.65 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1372'JUNCTION WITH NAVY ROAD AT MILLINGTON, 0.25 MILE NORTHEAST OF
 FE1372'THE JUNCTION WITH A PAVED ROAD LEADING WEST TO WILKINSVILLE, 0.1
 FE1372'MILE NORTH AND ACROSS 4 LANES OF U.S. HIGHWAY 51 FROM A GROCERY
 FE1372'STORE AND EXXON SERVICE STATION, 31 FEET WEST OF THE CENTER
 FE1372'LINE OF A PAVED DRIVEWAY LEADING TO AN ABANDONED ASPHALT PARKING
 FE1372'AREA TO SITE OF THE TURF CLUB (NOW BURNED DOWN), 76.1 FEET WEST
 FE1372'OF KERR 1958 TRIANGULATION STATION, 20 FEET SOUTHWEST OF A POWER
 FE1372'POLE BEARING A LIGHT, 73 FEET NORTHEAST OF A LONE 8-INCH
 FE1372'PERSIMMON TREE, 1.2 FEET NORTH OF A METAL WITNESS POST, 10 FEET
 FE1372'ABOVE THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 FE1372'THE GROUND.
 FE1372
 FE1372                          STATION RECOVERY (1992)
 FE1372
 FE1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1372'8.8 KM (5.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE1372'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, 69.5 M (228.0 FT)
 FE1372'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST-BOUND LANES OF THE
 FE1372'HIGHWAY, 33.9 M (111.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 FE1372'THE VICTORY BAPTIST MISSION SERVICES CHURCH, 29.3 M (96.1 FT)
 FE1372'SOUTH-SOUTHWEST OF A UTILITY LIGHT POLE, 21.9 M (71.9 FT) NORTHEAST OF
 FE1372'A 14-INCH TREE, 9.8 M (32.2 FT) WEST OF THE CENTER OF A PAVED
 FE1372'DRIVEWAY, 2.5 M (8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 FE1372'MONUMENT IS RECESSED 0.02 M (0.07 FT) BELOW THE GROUND SURFACE.
 FE1372
 FE1372                          STATION RECOVERY (2002)
 FE1372
 FE1372'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2801 ***********************************************************************
 FE2801  DESIGNATION -  KERRVILLE AZ MK
 FE2801  PID         -  FE2801
 FE2801  STATE/COUNTY-  TN/SHELBY
 FE2801  USGS QUAD   -  MUNFORD (1983)
 FE2801
 FE2801                         *CURRENT SURVEY CONTROL
 FE2801  ___________________________________________________________________
 FE2801* NAD 83(1986)-  35 22 44.     (N)    089 50 34.     (W)     SCALED    
 FE2801* NAVD 88     -       114.275  (meters)     374.92   (feet)  ADJUSTED  
 FE2801  ___________________________________________________________________
 FE2801  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE2801  DYNAMIC HT  -         114.174 (meters)     374.59  (feet)  COMP
 FE2801  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 FE2801
 FE2801  VERT ORDER  -  FIRST     CLASS II
 FE2801
 FE2801.The horizontal coordinates were scaled from a topographic map and have
 FE2801.an estimated accuracy of +/- 6 seconds.
 FE2801
 FE2801.The orthometric height was determined by differential leveling
 FE2801.and adjusted by the National Geodetic Survey in August 1995..
 FE2801
 FE2801.The geoid height was determined by GEOID03.
 FE2801
 FE2801.The dynamic height is computed by dividing the NAVD 88
 FE2801.geopotential number by the normal gravity value computed on the
 FE2801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2801.degrees latitude (g = 980.6199 gals.).
 FE2801
 FE2801.The modeled gravity was interpolated from observed gravity values.
 FE2801
 FE2801;                    North         East    Units  Estimated Accuracy
 FE2801;SPC TN       -   122,860.      250,920.      MT  (+/- 180 meters Scaled)
 FE2801
 FE2801                          SUPERSEDED SURVEY CONTROL
 FE2801
 FE2801.No superseded survey control is available for this station.
 FE2801
 FE2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE417187(NAD 83)
 FE2801_MARKER: DZ = AZIMUTH MARK DISK
 FE2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2801_SP_SET: CONCRETE POST
 FE2801_STAMPING: KERRVILLE 1957
 FE2801_MARK LOGO: CGS   
 FE2801_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2801+STABILITY: SURFACE MOTION
 FE2801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2801+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE2801
 FE2801  HISTORY     - Date     Condition        Report By
 FE2801  HISTORY     - 1958     MONUMENTED       CGS
 FE2801  HISTORY     - 19920115 GOOD             NGS
 FE2801  HISTORY     - 20021003 GOOD             USACE
 FE2801
 FE2801                          STATION DESCRIPTION
 FE2801
 FE2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2801'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2801'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2801'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 1.4 KM
 FE2801'(0.85 MI) EASTERLY ALONG MUDVILLE ROAD, 15.5 M (50.9 FT)
 FE2801'NORTH-NORTHWEST OF A FIRE HYDRANT, 7.0 M (23.0 FT) NORTH OF THE
 FE2801'CENTERLINE OF THE ROAD, 0.8 M (2.6 FT) NORTH OF UTILITY POLE NUMBER
 FE2801'81872, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) ABOVE
 FE2801'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FE2801'SURFACE.
 FE2801
 FE2801                          STATION RECOVERY (2002)
 FE2801
 FE2801'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2584 ***********************************************************************
 FE2584  DESIGNATION -  KERRVILLE RESET
 FE2584  PID         -  FE2584
 FE2584  STATE/COUNTY-  TN/SHELBY
 FE2584  USGS QUAD   -  MUNFORD (1983)
 FE2584
 FE2584                         *CURRENT SURVEY CONTROL
 FE2584  ___________________________________________________________________
 FE2584* NAD 83(1995)-  35 22 41.10937(N)    089 50 02.82135(W)     ADJUSTED  
 FE2584* NAVD 88     -       119.904  (meters)     393.38   (feet)  ADJUSTED  
 FE2584  ___________________________________________________________________
 FE2584  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FE2584  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2584  DYNAMIC HT  -         119.799 (meters)     393.04  (feet)  COMP
 FE2584  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FE2584
 FE2584  HORZ ORDER  -  SECOND
 FE2584  VERT ORDER  -  FIRST     CLASS II
 FE2584
 FE2584.The horizontal coordinates were established by classical geodetic methods
 FE2584.and adjusted by the National Geodetic Survey in April 1999..
 FE2584
 FE2584.The orthometric height was determined by differential leveling
 FE2584.and adjusted by the National Geodetic Survey in August 1995..
 FE2584
 FE2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2584
 FE2584.The geoid height was determined by GEOID03.
 FE2584
 FE2584.The dynamic height is computed by dividing the NAVD 88
 FE2584.geopotential number by the normal gravity value computed on the
 FE2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2584.degrees latitude (g = 980.6199 gals.).
 FE2584
 FE2584.The modeled gravity was interpolated from observed gravity values.
 FE2584
 FE2584;                    North         East     Units Scale Factor Converg.
 FE2584;SPC TN       -   122,738.428   251,704.182   MT  0.99997987   -2 14 40.7
 FE2584;SPC TN       -   402,684.33    825,799.47   sFT  0.99997987   -2 14 40.7
 FE2584;UTM  16      - 3,918,661.038   242,542.456   MT  1.00041694   -1 38 30.4
 FE2584
 FE2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2584!SPC TN       -   0.99998546  x   0.99997987  =   0.99996533
 FE2584!UTM  16      -   0.99998546  x   1.00041694  =   1.00040239
 FE2584
 FE2584|---------------------------------------------------------------------|
 FE2584| PID    Reference Object                     Distance      Geod. Az  |
 FE2584|                                                           dddmmss.s |
 FE2584| FE2803 KERRVILLE RM 4                       11.558 METERS 00606     |
 FE2584| CG3629 KERRVILLE RM 1                       35.251 METERS 05701     |
 FE2584| FE2802 KERRVILLE RM 3                       11.504 METERS 09455     |
 FE2584| FE2592 MEMPHIS NAS TRANS STA S MAST        APPROX. 4.5 KM 2000700.9 |
 FE2584| FE2591 MEMPHIS NAS TRANS STA N MAST        APPROX. 4.5 KM 2001504.1 |
 FE2584| FE2603 MILLINGTON MUNICIPAL TANK           APPROX. 6.8 KM 2344014.1 |
 FE2584| FE2801 KERRVILLE AZ MK                                    2770500.8 |
 FE2584| CG3630 KERRVILLE RM 2                       28.294 METERS 30911     |
 FE2584|---------------------------------------------------------------------|
 FE2584
 FE2584                          SUPERSEDED SURVEY CONTROL
 FE2584
 FE2584  NAD 83(1995)-  35 22 41.11779(N)    089 50 02.82240(W) AD(       ) 2
 FE2584  NAD 83(1986)-  35 22 41.12094(N)    089 50 02.82276(W) AD(       ) 2
 FE2584  NAD 27      -  35 22 40.81580(N)    089 50 02.51810(W) AD(       ) 2
 FE2584
 FE2584.Superseded values are not recommended for survey control.
 FE2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2584.See file dsdata.txt to determine how the superseded data were derived.
 FE2584
 FE2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4254218661(NAD 83)
 FE2584_MARKER: DS = TRIANGULATION STATION DISK
 FE2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2584_SP_SET: CONCRETE POST
 FE2584_STAMPING: KERRVILLE 1957 1972
 FE2584_MARK LOGO: CGS   
 FE2584_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2584+STABILITY: SURFACE MOTION
 FE2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2584+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE2584
 FE2584  HISTORY     - Date     Condition        Report By
 FE2584  HISTORY     - 1972     MONUMENTED       NGS
 FE2584  HISTORY     - 1972     GOOD             NGS
 FE2584  HISTORY     - 19920115 GOOD             NGS
 FE2584  HISTORY     - 19950613 GOOD             USE
 FE2584  HISTORY     - 20021003 GOOD             USACE
 FE2584
 FE2584                          STATION DESCRIPTION
 FE2584
 FE2584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2584'THE STATION MARK AND THE AZIMUTH MARK ONLY WERE RECOVERED.  THE
 FE2584'REFERENCE MARKS NO. 1 AND NO. 2 WERE SEARCHED FOR THROUGH
 FE2584'DISTANCE AND ANGLE, AND COULD NOT BE FOUND.  IT IS BELIEVED THAT
 FE2584'THESE MARKS WERE DESTROYED BY CONSTRUCTION ALONG MUDVILLE ROAD.
 FE2584'AS THE STATION IS NOW IN A TENDED AND MOWED AREA OF A LARGE PARK, THE
 FE2584'SURFACE STATION MARK WHICH WAS ORIGINALLY ABOUT 16 INCHES BELOW THE
 FE2584'SURFACE OF A CULTIVATED FIELD WAS UNCOVERED, A FIRM PLUMBING BENCH
 FE2584'ERECTED AND THE POINT HELD, AFTER WHICH A LARGE HOLE WAS EXCAVATED
 FE2584'OUT AND BELLED ABOVE THE MARK AND AFTER ALL OBSERVATIONS WERE
 FE2584'COMPLETED ON DISTANT OBJECTS AND TWO NEW REFERENCE MARKS NO. 3 AND
 FE2584'NO. 4 ESTABLISHED THIS DATE, THE ORIGINAL STATION WAS COVERED BY A
 FE2584'TAMPED LAYER OF EARTH AND A NEW CONCRETE SURFACE MARK POURED FLUSH
 FE2584'WITH THE SURFACE OF THE GROUND, WHICH HOLDS THE EXACT, SAME
 FE2584'HORIZONTAL POSITION AS THE ORIGINAL MARK.  IN CHECKING THE HORIZONTAL
 FE2584'ANGLES OBSERVED THIS DATE ON OBJECTS OBSERVED IN 1958 AGAINST THE
 FE2584'1958 OBSERVATIONS, ALL OBJECTS CHECKED WELL WITHIN THE REQUIRED
 FE2584'LIMITS.
 FE2584'
 FE2584'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2584'
 FE2584'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF CROSSTOWN,
 FE2584'4.5 MILES NORTHEAST OF MILLINGTON, 1.5 MILES EAST OF KERRVILLE, AND
 FE2584'IS NOW IN THE EDWIN ORGILL PARK SECTION OF THE SHELBY COUNTY CASPER
 FE2584'CREEK PARK.  PERMISSION TO RAISE THE STATION MARK AND ESTABLISH NEW
 FE2584'REFERENCE MARKS WAS GRANTED BY THE PARK SUPERINTEDENT.
 FE2584'
 FE2584'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 FE2584'NAVY ROAD AND U.S. HIGHWAY 51 IN MILLINGTON, GO NORTHEASTERLY
 FE2584'ON U.S. HIGHWAY 51 FOR 3.85 MILES TO KERR-ROSEMARK ROAD ON THE RIGHT.
 FE2584'HERE TURN RIGHT ON KERR-ROSEMARK ROAD IN A GENERAL EASTERLY
 FE2584'DIRECTION FOR 0.3 OF A MILE TO THE SMALL COMMUNITY OF KERRVILLE,
 FE2584'CONTINUE EASTERLY AND SOUTHERLY, CROSSING OVER RAILROAD TRACKS,
 FE2584'FOR ABOUT 0.2 OF A MILE TO MUDVILLE ROAD ON THE LEFT.  HERE TURN LEFT
 FE2584'ON MUDVILLE ROAD AND GO EASTERLY FOR 0.85 OF A MILE TO THE
 FE2584'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE EASTERLY ON
 FE2584'MUDVILLE ROAD FOR 0.3 OF A MILE TO THE ENTRANCE ON THE RIGHT INTO
 FE2584'EDWIN ORGILL PARK, CONTINUE EASTERLY ON MUDVILLE ROAD FOR 0.25 OF A
 FE2584'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE2584'
 FE2584'THE STATION IS ABOUT 0.15 OF A MILE WEST OF THE SHELBY COUNTY BOARD
 FE2584'OF PUBLIC UTILITIES WATER TANK, 343 FEET NORTH OF A 48-INCH BLACK
 FE2584'OAK TREE, 182 FEET EAST-SOUTHEAST OF A 48-INCH BLACK OAK TREE, 127
 FE2584'FEET WEST-SOUTHWEST OF A GUYED POWERLINE POLE NO 41970, 79
 FE2584'FEET SOUTH OF THE APPROXIMATE CENTER OF MUDVILLE ROAD, 65 FEET WEST
 FE2584'OF A SMALL SYCAMORE TREE AND IN A MOWED AND TENDED AREA.  IT IS A
 FE2584'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 FE2584'MONUMENT AND THE DISKS ARE STAMPED KERRVILLE 1957 ON THE ORIGINAL
 FE2584'MARK AND KERRVILLE 1957 1972 ON THE BUILT UP MARK
 FE2584'
 FE2584'REFERENCE MARK NO. 3 IS 345 FEET NORTH OF THE 48-INCH BLACK OAK TREE,
 FE2584'218 FEET EAST-SOUTHEAST OF THE 48-INCH BLACK OAK TREE, 96 FEET
 FE2584'SOUTHWEST OF THE GUYED POWERLINE POLE NO 41970, 83 FEET SOUTH OF THE
 FE2584'APPROXIMATE CENTER OF MUDVILLE ROAD, 27 FEET WEST OF THE SMALL
 FE2584'SYCAMORE TREE, AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 FE2584'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 FE2584'MONUMENT AND THE DISK IS STAMPED KERRVILLE 1957 NO 3 1972.
 FE2584'
 FE2584'REFERENCE MARK NO. 4 IS 381 FEET NORTH OF THE 48-INCH BLACK OAK TREE,
 FE2584'175 FEET EAST OF THE 48-INCH BLACK OAK TREE, 113 FEET
 FE2584'WEST-SOUTHWEST OF THE GUYED POWERLINE POLE NO 41970, 75 FEET
 FE2584'WEST-NORTHWEST OF THE SMALLL SYCAMORE TREE, 42 FEET SOUTH OF THE
 FE2584'APPROXIMATE CENTER OF MUDVILLE ROAD, AND ABOUT 1 FOOT BELOW THE
 FE2584'STATION ELEVATION.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 FE2584'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2584'KERRVILLE 1957 NO 4 1972.
 FE2584'
 FE2584'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FE2584'REFREENCE MARK NO. 4 IS 52.95 FEET -16.137 METERS.
 FE2584'
 FE2584'THE AZIMUTH MARK IS ABOUT 0.55 OF A MILE WEST OF THE STATION, 109
 FE2584'FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE LEADING
 FE2584'INTO AN OLD HOME SITE, 50.5 FEET NORTH-NORTHWEST AND ACROSS MUDVILLE
 FE2584'ROAD FROM A FIRE HYDRANT, 22.5 FEET NORTH OF THE APPROXIMATE CENTER
 FE2584'OF MUDVILLE ROAD, 2.5 FEET NORTH OF A GUYED POWERLINE TRANSFORMER AND
 FE2584'TELEPHONE POLE NO 81672, 1.0 FOOT SOUTH OF A METAL WITNESS POST
 FE2584'AND SIGN, AND ATOP A LOW BANK.  IT IS A STANDARD DISK SET IN THE TOP
 FE2584'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2584'STAMPED KERRVILLE 1957.
 FE2584'
 FE2584'DUE TO THE MARKS AT THE STATION SITE BEING IN A MOWED AND TENDED
 FE2584'AREA, NO METAL WITNESS POST WERE SET.
 FE2584'
 FE2584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 4.5 MILES NE.
 FE2584'OF MILLINGTON.
 FE2584
 FE2584                          STATION RECOVERY (1972)
 FE2584
 FE2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FE2584'RECOVERED IN GOOD CONDITION.
 FE2584
 FE2584                          STATION RECOVERY (1992)
 FE2584
 FE2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2584'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2584'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2584'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 2.2 KM
 FE2584'(1.35 MI) EASTERLY ALONG MUDVILLE ROAD, 38.5 M (126.3 FT) SOUTHWEST
 FE2584'OF T-JUNCTION UTILITY POLE NUMBER 41970, 24.1 M (79.1 FT) SOUTH OF
 FE2584'THE CENTERLINE OF THE ROAD, 22.3 M (73.2 FT) EAST OF THE NORTHEAST
 FE2584'CORNER OF A CHAIN-LINK FENCE SURROUNDING A MEMPHIS-SHELBY COUNTY AIR
 FE2584'MONITORING STATION, 19.8 M (65.0 FT) WEST OF A 12-INCH SYCAMORE TREE,
 FE2584'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A
 FE2584'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2584
 FE2584                          STATION RECOVERY (1995)
 FE2584
 FE2584'RECOVERY NOTE BY US ENGINEERS 1995 (HJM)
 FE2584'FOUND AS DESCRIBED, PASTURE IS NOW ORGILL GOLF COURSE.  MARK IS 73 FT
 FE2584'EAST OF NORTHEAST CORNER OF FENCE AROUND MEM-SHELBY CO AIR MONITORING
 FE2584'SITES.  DROVE ORANGE WITNESS POST 1.5 FT SOUTH OF MARK.  RM3 AND RM4
 FE2584'FOUND GOOD CONDITION.  AZ STONE NOT SEARCHED FOR.  *3RD ORDER CLASS I
 FE2584'ELEVATION 393.318 FT.  (119.884 M) ESTABLISHED ON MARK 6/21/95 NGVD
 FE2584'1929. TO REACH MARK FROM INTERSECTION OF HIGHWAY 51 AND NAVY RD IN
 FE2584'MILLINGTON, TN.  PROCEED EAST ON NAVY RD FOR 3.4 MI (5.5 KM) TO
 FE2584'BETHUEL RD.  PROCEED NORTH ON BETHUEL RD FOR 3.0 MI (4.8 KM) TO
 FE2584'MUDVILLE D.  PROCEED 0.6 MI (1.0 KM) EAST ON MUDVILLE RD TO MARK ON
 FE2584'RIGHT.  MARK IS IN EDMUND ORGILL GOLF COURSE 79 FT SOUTH OF C/L OF
 FE2584'MUDVILLE RD, 65 FT WEST OF 18 IN SYCAMONE TREE AND 73 FT EAST OF NE
 FE2584'CORNER OF CHAIN LINK FENCE SURROUNDING MEMPHIS-SHELLEY CO.  HEALTH
 FE2584'DEPT AIR MONITORING STATION, 2 FT NORTH OF ORANGE WITNESS POST.
 FE2584
 FE2584                          STATION RECOVERY (2002)
 FE2584
 FE2584'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2802 ***********************************************************************
 FE2802  DESIGNATION -  KERRVILLE RM 3
 FE2802  PID         -  FE2802
 FE2802  STATE/COUNTY-  TN/SHELBY
 FE2802  USGS QUAD   -  MUNFORD (1983)
 FE2802
 FE2802                         *CURRENT SURVEY CONTROL
 FE2802  ___________________________________________________________________
 FE2802* NAD 83(1986)-  35 22 40.     (N)    089 50 02.     (W)     SCALED    
 FE2802* NAVD 88     -       119.952  (meters)     393.54   (feet)  ADJUSTED  
 FE2802  ___________________________________________________________________
 FE2802  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2802  DYNAMIC HT  -         119.847 (meters)     393.20  (feet)  COMP
 FE2802  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FE2802
 FE2802  VERT ORDER  -  FIRST     CLASS II
 FE2802
 FE2802.The horizontal coordinates were scaled from a topographic map and have
 FE2802.an estimated accuracy of +/- 6 seconds.
 FE2802
 FE2802.The orthometric height was determined by differential leveling
 FE2802.and adjusted by the National Geodetic Survey in August 1995..
 FE2802
 FE2802.The geoid height was determined by GEOID03.
 FE2802
 FE2802.The dynamic height is computed by dividing the NAVD 88
 FE2802.geopotential number by the normal gravity value computed on the
 FE2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2802.degrees latitude (g = 980.6199 gals.).
 FE2802
 FE2802.The modeled gravity was interpolated from observed gravity values.
 FE2802
 FE2802;                    North         East    Units  Estimated Accuracy
 FE2802;SPC TN       -   122,700.      251,720.      MT  (+/- 180 meters Scaled)
 FE2802
 FE2802                          SUPERSEDED SURVEY CONTROL
 FE2802
 FE2802.No superseded survey control is available for this station.
 FE2802
 FE2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE425186(NAD 83)
 FE2802_MARKER: DR = REFERENCE MARK DISK
 FE2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2802_SP_SET: CONCRETE POST
 FE2802_STAMPING: KERRVILLE 1957 NO 3 1972
 FE2802_MARK LOGO: CGS   
 FE2802_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2802+STABILITY: SURFACE MOTION
 FE2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2802+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE2802
 FE2802  HISTORY     - Date     Condition        Report By
 FE2802  HISTORY     - 1972     MONUMENTED       NGS
 FE2802  HISTORY     - 19920115 GOOD             NGS
 FE2802  HISTORY     - 20021003 GOOD             USACE
 FE2802
 FE2802                          STATION DESCRIPTION
 FE2802
 FE2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2802'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2802'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2802'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 2.2 KM
 FE2802'(1.35 MI) EASTERLY ALONG MUDVILLE ROAD, 33.7 M (110.6 FT) EAST OF THE
 FE2802'NORTHEAST CORNER OF A CHAIN-LINK FENCE SURROUNDING A MEMPHIS-SHELBY
 FE2802'COUNTY AIR MONITORING STATION, 28.9 M (94.8 FT) SOUTHWEST OF
 FE2802'T-JUNCTION UTILITY POLE NUMBER 41970, 25.2 M (82.7 FT) SOUTH OF THE
 FE2802'CENTERLINE OF THE ROAD, 11.6 M (38.1 FT) EAST OF A WITNESS POST, 8.3
 FE2802'M (27.2 FT) WEST OF A 12-INCH SYCAMORE TREE, 0.6 M (2.0 FT) ABOVE THE
 FE2802'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FE2802
 FE2802                          STATION RECOVERY (2002)
 FE2802
 FE2802'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2803 ***********************************************************************
 FE2803  DESIGNATION -  KERRVILLE RM 4
 FE2803  PID         -  FE2803
 FE2803  STATE/COUNTY-  TN/SHELBY
 FE2803  USGS QUAD   -  MUNFORD (1983)
 FE2803
 FE2803                         *CURRENT SURVEY CONTROL
 FE2803  ___________________________________________________________________
 FE2803* NAD 83(1986)-  35 22 40.     (N)    089 50 02.     (W)     SCALED    
 FE2803* NAVD 88     -       119.709  (meters)     392.75   (feet)  ADJUSTED  
 FE2803  ___________________________________________________________________
 FE2803  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2803  DYNAMIC HT  -         119.603 (meters)     392.40  (feet)  COMP
 FE2803  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 FE2803
 FE2803  VERT ORDER  -  FIRST     CLASS II
 FE2803
 FE2803.The horizontal coordinates were scaled from a topographic map and have
 FE2803.an estimated accuracy of +/- 6 seconds.
 FE2803
 FE2803.The orthometric height was determined by differential leveling
 FE2803.and adjusted by the National Geodetic Survey in August 1995..
 FE2803
 FE2803.The geoid height was determined by GEOID03.
 FE2803
 FE2803.The dynamic height is computed by dividing the NAVD 88
 FE2803.geopotential number by the normal gravity value computed on the
 FE2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2803.degrees latitude (g = 980.6199 gals.).
 FE2803
 FE2803.The modeled gravity was interpolated from observed gravity values.
 FE2803
 FE2803;                    North         East    Units  Estimated Accuracy
 FE2803;SPC TN       -   122,700.      251,720.      MT  (+/- 180 meters Scaled)
 FE2803
 FE2803                          SUPERSEDED SURVEY CONTROL
 FE2803
 FE2803.No superseded survey control is available for this station.
 FE2803
 FE2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE425186(NAD 83)
 FE2803_MARKER: DR = REFERENCE MARK DISK
 FE2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2803_SP_SET: CONCRETE POST
 FE2803_STAMPING: KERRVILLE 1957 NO 4 1972
 FE2803_MARK LOGO: CGS   
 FE2803_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2803+STABILITY: SURFACE MOTION
 FE2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2803+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE2803
 FE2803  HISTORY     - Date     Condition        Report By
 FE2803  HISTORY     - 1972     MONUMENTED       NGS
 FE2803  HISTORY     - 19920115 GOOD             NGS
 FE2803  HISTORY     - 20021003 GOOD             USACE
 FE2803
 FE2803                          STATION DESCRIPTION
 FE2803
 FE2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 FE2803'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 FE2803'OF COUNTY ROAD 205 (NAVY ROAD) IN MILLINGTON, THENCE 0.7 KM
 FE2803'(0.45 MI) SOUTHERLY ALONG KERR-ROSEMARK ROAD, THENCE 2.2 KM
 FE2803'(1.35 MI) EASTERLY ALONG MUDVILLE ROAD, 34.3 M (112.5 FT) SOUTHWEST
 FE2803'OF T-JUNCTION UTILITY POLE NUMBER 41970, 27.2 M (89.2 FT) NORTHEAST
 FE2803'OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE SURROUNDING A
 FE2803'MEMPHIS-SHELBY COUNTY AIR MONITORING STATION, 22.8 M (74.8 FT)
 FE2803'WEST-NORTHWEST OF A 12-INCH SYCAMORE TREE, 12.6 M (41.3 FT) SOUTH OF
 FE2803'THE CENTERLINE OF THE ROAD, 11.9 M (39.0 FT) NORTH OF A WITNESS POST,
 FE2803'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH
 FE2803'WITH THE GROUND SURFACE.
 FE2803
 FE2803                          STATION RECOVERY (2002)
 FE2803
 FE2803'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2558 ***********************************************************************
 GB2558  DESIGNATION -  KESTER
 GB2558  PID         -  GB2558
 GB2558  STATE/COUNTY-  TN/ANDERSON
 GB2558  USGS QUAD   -  LAKE CITY (1973)
 GB2558
 GB2558                         *CURRENT SURVEY CONTROL
 GB2558  ___________________________________________________________________
 GB2558* NAD 83(1995)-  36 10 44.80338(N)    084 08 14.68253(W)     ADJUSTED  
 GB2558* NAVD 88     -       362.5    (meters)    1189.     (feet)  VERTCON   
 GB2558  ___________________________________________________________________
 GB2558  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 GB2558  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GB2558
 GB2558  HORZ ORDER  -  SECOND
 GB2558
 GB2558.The horizontal coordinates were established by classical geodetic methods
 GB2558.and adjusted by the National Geodetic Survey in April 1999..
 GB2558
 GB2558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2558
 GB2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2558
 GB2558.The geoid height was determined by GEOID03.
 GB2558
 GB2558;                    North         East     Units Scale Factor Converg.
 GB2558;SPC TN       -   206,383.358   767,541.515   MT  0.99996648   +1 05 25.6
 GB2558;SPC TN       -   677,109.40  2,518,175.79   sFT  0.99996648   +1 05 25.6
 GB2558;UTM  16      - 4,007,613.150   757,446.338   MT  1.00041672   +1 41 26.7
 GB2558
 GB2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2558!SPC TN       -   0.99994787  x   0.99996648  =   0.99991436
 GB2558!UTM  16      -   0.99994787  x   1.00041672  =   1.00036457
 GB2558
 GB2558|---------------------------------------------------------------------|
 GB2558| PID    Reference Object                     Distance      Geod. Az  |
 GB2558|                                                           dddmmss.s |
 GB2558| DB9533 KESTER RM 1                           6.994 METERS 13919     |
 GB2558| GB0828 KESTER AZ MK                                       2165614.5 |
 GB2558| DB9534 KESTER RM 2                           6.142 METERS 31302     |
 GB2558|---------------------------------------------------------------------|
 GB2558
 GB2558                          SUPERSEDED SURVEY CONTROL
 GB2558
 GB2558  NAD 83(1995)-  36 10 44.80697(N)    084 08 14.68608(W) AD(       ) 2
 GB2558  NAD 83(1995)-  36 10 44.80756(N)    084 08 14.68583(W) AD(       ) 2
 GB2558  NAD 83(1986)-  36 10 44.81487(N)    084 08 14.68197(W) AD(       ) 2
 GB2558  NAD 27      -  36 10 44.53580(N)    084 08 14.97264(W) AD(       ) 2
 GB2558  NGVD 29 (07/19/86)  362.6    (m)         1190.     (f) VERT ANG       
 GB2558
 GB2558.Superseded values are not recommended for survey control.
 GB2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2558.See file dsdata.txt to determine how the superseded data were derived.
 GB2558
 GB2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5744607613(NAD 83)
 GB2558_MARKER: DD = SURVEY DISK
 GB2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2558
 GB2558  HISTORY     - Date     Condition        Report By
 GB2558  HISTORY     - 1964     MONUMENTED       TNHD
 GB2558
 GB2558                          STATION DESCRIPTION
 GB2558
 GB2558'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2558'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF CLINTON AND ABOUT 1/2
 GB2558'MILE EAST OF U.S.  HIGHWAY
 GB2558'25W ON THE PROPERTY OF MR.  KESTERSON.  A KEY MAY BE
 GB2558'OBTAINED FROM HIM AT THE GROCERY
 GB2558'STORE ACROSS THE HIGHWAY FROM THE
 GB2558'DRIVE.
 GB2558'
 GB2558'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY
 GB2558'ON U.S.  HIGHWAY 25W FOR
 GB2558'3.0 MILES TO A DRIVE ON THE LEFT LEADING TO A LARGE
 GB2558'BRICK HOUSE, TURN LEFT AND GO 0.05
 GB2558'MILE TO WHERE THE DRIVE TURNS
 GB2558'RIGHT AND A TRACK ROAD CONTINUES STRAIGHT AHEAD,
 GB2558'CONTINUE STRAIGHT
 GB2558'AHEAD FOR 0.1 MILE TO A LOCKED GATE, CONTINUE UP HILL FOR 0.3 MILE
 GB2558'TO A BARN, TURN
 GB2558'RIGHT AND PASS ON THE EAST SIDE OF THE BARN AND GO
 GB2558'SOUTHERLY FOR 0.15 MILE TO THE
 GB2558'HIGHEST POINT OF THE KNOLL.
 GB2558'
 GB2558'THE STATION IS ABOUT 50 FEET WEST OF THE HIGHEST POINT OF THE KNOLL
 GB2558'AND ABOUT 2 FEET LOWER.
 GB2558'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2558'TENNESSEE HIGHWAY DEPARTMENT
 GB2558'DISKS AND THE DISKS ARE STAMPED KESTER
 GB2558'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES
 GB2558'BELOW THE SURFACE.
 GB2558'THE SURFACE DISK IS SET IN A 10-INCH, SQUARE , FLUSH, CONCRETE
 GB2558'MONUMENT.
 GB2558'
 GB2558'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2558'SET IN A 10-INCH, SQUARE,
 GB2558'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2558'KESTER RM-1 1964.
 GB2558'
 GB2558'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2558'SET IN A 10-INCH, SQUARE,
 GB2558'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GB2558'KESTER RM-2 1964.
 GB2558'
 GB2558'THE AZIMUTH MARK IS 28 FEET NORTHEAST OF A GRAVELED DRIVE, 26 FEET
 GB2558'WEST OF THE APPROXIMATE
 GB2558'CENTER OF U.S.  HIGHWAY 25W AND 3.1 FEET SOUTH OF A POWER
 GB2558'POLE.  IT IS A STANDARD
 GB2558'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2558'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GB2558'AND THE DISK IS STAMPED
 GB2558'KESTER AZI 1964.
 GB2558'
 GB2558'TO REACH THE AZIMUTH MARK FROM THE DRIVE, GO SOUTH FOR 0.35 MILE TO
 GB2558'THE AZIMUTH MARK ON THE
 GB2558'RIGHT.
 GB2558'
 GB2558'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT WOOD STAND.
 GB2558'
 GB2558'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0828 ***********************************************************************
 GB0828  DESIGNATION -  KESTER AZ MK
 GB0828  PID         -  GB0828
 GB0828  STATE/COUNTY-  TN/ANDERSON
 GB0828  USGS QUAD   -  LAKE CITY (1973)
 GB0828
 GB0828                         *CURRENT SURVEY CONTROL
 GB0828  ___________________________________________________________________
 GB0828* NAD 83(1986)-  36 10 21.     (N)    084 08 36.     (W)     SCALED    
 GB0828* NAVD 88     -       259.487  (meters)     851.33   (feet)  ADJUSTED  
 GB0828  ___________________________________________________________________
 GB0828  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 GB0828  DYNAMIC HT  -         259.253 (meters)     850.57  (feet)  COMP
 GB0828  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GB0828
 GB0828  VERT ORDER  -  SECOND    CLASS 0
 GB0828
 GB0828.The horizontal coordinates were scaled from a topographic map and have
 GB0828.an estimated accuracy of +/- 6 seconds.
 GB0828
 GB0828.The orthometric height was determined by differential leveling
 GB0828.and adjusted by the National Geodetic Survey in June 1991..
 GB0828
 GB0828.The geoid height was determined by GEOID03.
 GB0828
 GB0828.The dynamic height is computed by dividing the NAVD 88
 GB0828.geopotential number by the normal gravity value computed on the
 GB0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0828.degrees latitude (g = 980.6199 gals.).
 GB0828
 GB0828.The modeled gravity was interpolated from observed gravity values.
 GB0828
 GB0828;                    North         East    Units  Estimated Accuracy
 GB0828;SPC TN       -   205,640.      767,020.      MT  (+/- 180 meters Scaled)
 GB0828
 GB0828                          SUPERSEDED SURVEY CONTROL
 GB0828
 GB0828  NGVD 29 (??/??/??)  259.66   (m)          851.9    (f) RESET       3  
 GB0828
 GB0828.Superseded values are not recommended for survey control.
 GB0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0828.See file dsdata.txt to determine how the superseded data were derived.
 GB0828
 GB0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF569068(NAD 83)
 GB0828_MARKER: DZ = AZIMUTH MARK DISK
 GB0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0828_STAMPING: KESTER AZI 1964
 GB0828_MARK LOGO: TNHD  
 GB0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0828+STABILITY: SURFACE MOTION
 GB0828
 GB0828  HISTORY     - Date     Condition        Report By
 GB0828  HISTORY     - 1964     MONUMENTED       TNHD
 GB0828  HISTORY     - 1977     MARK NOT FOUND   NGS
 GB0828
 GB0828                          STATION DESCRIPTION
 GB0828
 GB0828'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0828'3.4 MI S FROM LAKE CITY.
 GB0828'FROM THE POST OFFICE IN LAKE CITY, GO SOUTHERLY ON U.S. HIGHWAY
 GB0828'25W FOR 3.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.  THE MARK IS
 GB0828'28 FEET NORTHEAST OF A GRAVELED DRIVE, 26 FEET WEST OF THE
 GB0828'APPROXIMATE CENTER OF U.S. HIGHWAY 25W AND 3.1 FEET SOUTH OF A
 GB0828'POWER POLE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0828'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GB0828'FLUSH WITH THE GROUND.
 GB0828
 GB0828                          STATION RECOVERY (1977)
 GB0828
 GB0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GB0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1882 ***********************************************************************
 FC1882  DESIGNATION -  KETNER
 FC1882  PID         -  FC1882
 FC1882  STATE/COUNTY-  TN/MARION
 FC1882  USGS QUAD   -  KETNER GAP (1976)
 FC1882
 FC1882                         *CURRENT SURVEY CONTROL
 FC1882  ___________________________________________________________________
 FC1882* NAD 83(1995)-  35 10 50.48253(N)    085 27 24.81139(W)     ADJUSTED  
 FC1882* NAVD 88     -       656.     (meters)    2152.     (feet)  SCALED    
 FC1882  ___________________________________________________________________
 FC1882  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 FC1882  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1882
 FC1882  HORZ ORDER  -  SECOND
 FC1882
 FC1882.The horizontal coordinates were established by classical geodetic methods
 FC1882.and adjusted by the National Geodetic Survey in April 1999..
 FC1882
 FC1882.The orthometric height was scaled from a topographic map.
 FC1882
 FC1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1882
 FC1882.The geoid height was determined by GEOID03.
 FC1882
 FC1882;                    North         East     Units Scale Factor Converg.
 FC1882;SPC TN       -    94,152.151   649,470.483   MT  1.00001295   +0 19 04.6
 FC1882;SPC TN       -   308,897.52  2,130,804.41   sFT  1.00001295   +0 19 04.6
 FC1882;UTM  16      - 3,894,171.445   640,506.672   MT  0.99984331   +0 53 21.2
 FC1882
 FC1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1882!SPC TN       -   0.99990161  x   1.00001295  =   0.99991456
 FC1882!UTM  16      -   0.99990161  x   0.99984331  =   0.99974493
 FC1882
 FC1882|---------------------------------------------------------------------|
 FC1882| PID    Reference Object                     Distance      Geod. Az  |
 FC1882|                                                           dddmmss.s |
 FC1882| CG6685 KETNER RM 1                          25.728 METERS 10817     |
 FC1882| FC1859 SIGNAL MOUNTAIN STANDPIPE           APPROX.12.2 KM 1150848.0 |
 FC1882| CG6686 KETNER RM 2                          16.581 METERS 20842     |
 FC1882| CG6684 KETNER AZ MK                                       2924150.5 |
 FC1882|---------------------------------------------------------------------|
 FC1882
 FC1882                          SUPERSEDED SURVEY CONTROL
 FC1882
 FC1882  NAD 83(1995)-  35 10 50.48300(N)    085 27 24.81168(W) AD(       ) 2
 FC1882  NAD 83(1995)-  35 10 50.48302(N)    085 27 24.81299(W) AD(       ) 2
 FC1882  NAD 83(1995)-  35 10 50.48408(N)    085 27 24.81110(W) AD(       ) 2
 FC1882  NAD 83(1986)-  35 10 50.48499(N)    085 27 24.81113(W) AD(       ) 2
 FC1882  NAD 27      -  35 10 50.21700(N)    085 27 24.94300(W) AD(       ) 2
 FC1882
 FC1882.Superseded values are not recommended for survey control.
 FC1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1882.See file dsdata.txt to determine how the superseded data were derived.
 FC1882
 FC1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4050794171(NAD 83)
 FC1882_MARKER: DS = TRIANGULATION STATION DISK
 FC1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1882_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1882
 FC1882  HISTORY     - Date     Condition        Report By
 FC1882  HISTORY     - 1934     MONUMENTED       CGS
 FC1882  HISTORY     - 1972     GOOD             LOCENG
 FC1882
 FC1882                          STATION DESCRIPTION
 FC1882
 FC1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1882'ABOUT 5.75 MILES EAST-NORTHEAST OF WHITWEL, ON FIRST PROMINENT POINT
 FC1882'0.5 MILE SOUTH OF POINT WHERE STATE ROUTE 27 PASSES THROUGH KETNER
 FC1882'GAP, AND ON WEST EDGE OF WALDRON RIDGE. TO REACH FROM JUNCTION OF
 FC1882'STATE ROUTES 108 AND 27 NEAR WHITWEL, FOLLOW ROUTE 27 EAST 6.95
 FC1882'MILES TO DIRT ROAD AT TOP OF GRADE (KETNER GAP), TURN RIGHT ONTO DIRT
 FC1882'ROAD AND GO 0.2 MILE, FOLLOW RIGHT FORK 0.2 MILE, FOLLOW RIGHT
 FC1882'FORK 0.15 MILE TO JUNCTION OF FOUR ROADS, AND FOLLOW MIDDLE FORK 0.6
 FC1882'MILE TO JUNCTION WITH DIM ROAD AND STATION SITE. STATION IS 130
 FC1882'FEET NORTHWEST OF JUNCTION, ABOUT 60 FEET SOUTHEAST OF
 FC1882'NORTHWEST EDGE OF SUMMIT, AND 25 FEET SOUTH-SOUTHWEST OF CROOKED
 FC1882'18-INCH TREE. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FC1882'STATION DISKS IN CONCRETE. REFERENCE MARK NO. 1 IS
 FC1882'STANDARD REFERENCE DISK IN CONCRETE, DOWN SLOPE TOWARD
 FC1882'ROAD, AND 84.41 FEET FROM STATION, S 71 DEG 43 MIN E. NO. 2 IS
 FC1882'STANDARD REFERENCE DISK IN LARGE FLAT ROCK OUTCROP AND 54.40 FEET
 FC1882'FROM STATION S 28 DEG 42 MIN W. AZIMUTH MARK IS STANDARD
 FC1882'REFERENCE DISK IN CONCRETE, AT SOUTH EDGE OF FIELD, INSIDE
 FC1882'FENCE, 0.5 MILE EAST OF JUNCTION OF STATE ROUTES 27 AND 28, 30 FEET
 FC1882'NORTH OF CENTER LINE OF ROUTE 27, AND 1.5 MILES FROM STATION.
 FC1882'N 67 DEG 18 MIN W.
 FC1882
 FC1882                          STATION RECOVERY (1972)
 FC1882
 FC1882'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 FC1882'RECOVERED BY ERVIN AND FINLEY.
 FC1882'
 FC1882'GOOD
 FC1882'
 FC1882'KETNER 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1313 ***********************************************************************
 FE1313  DESIGNATION -  KI 42
 FE1313  PID         -  FE1313
 FE1313  STATE/COUNTY-  TN/FAYETTE
 FE1313  USGS QUAD   -  LAMBERT (1983)
 FE1313
 FE1313                         *CURRENT SURVEY CONTROL
 FE1313  ___________________________________________________________________
 FE1313* NAD 83(1986)-  35 20 02.     (N)    089 28 57.     (W)     SCALED    
 FE1313* NAVD 88     -        93.218  (meters)     305.83   (feet)  ADJUSTED  
 FE1313  ___________________________________________________________________
 FE1313  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1313  DYNAMIC HT  -          93.135 (meters)     305.56  (feet)  COMP
 FE1313  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 FE1313
 FE1313  VERT ORDER  -  SECOND    CLASS 0
 FE1313
 FE1313.The horizontal coordinates were scaled from a topographic map and have
 FE1313.an estimated accuracy of +/- 6 seconds.
 FE1313
 FE1313.The orthometric height was determined by differential leveling
 FE1313.and adjusted by the National Geodetic Survey in June 1991..
 FE1313
 FE1313.The geoid height was determined by GEOID03.
 FE1313
 FE1313.The dynamic height is computed by dividing the NAVD 88
 FE1313.geopotential number by the normal gravity value computed on the
 FE1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1313.degrees latitude (g = 980.6199 gals.).
 FE1313
 FE1313.The modeled gravity was interpolated from observed gravity values.
 FE1313
 FE1313;                    North         East    Units  Estimated Accuracy
 FE1313;SPC TN       -   116,640.      283,460.      MT  (+/- 180 meters Scaled)
 FE1313
 FE1313                          SUPERSEDED SURVEY CONTROL
 FE1313
 FE1313  NGVD 29 (??/??/??)   93.200  (m)          305.77   (f) ADJUSTED    2 0
 FE1313
 FE1313.Superseded values are not recommended for survey control.
 FE1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1313.See file dsdata.txt to determine how the superseded data were derived.
 FE1313
 FE1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE743128(NAD 83)
 FE1313_MARKER: DD = SURVEY DISK
 FE1313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1313_STAMPING: BM KI 42
 FE1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1313
 FE1313  HISTORY     - Date     Condition        Report By
 FE1313  HISTORY     - UNK      MONUMENTED       DOD
 FE1313  HISTORY     - 1958     GOOD             CGS
 FE1313  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1313
 FE1313                          STATION DESCRIPTION
 FE1313
 FE1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1313'5.7 MI SE FROM BRADEN.
 FE1313'5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM THE L. AND N.
 FE1313'RR CROSSING AT BRADEN, 36.0 FT. EAST OF THE CENTER LINE OF A
 FE1313'TRACK ROAD, 36.0 FT. NORTH-NORTHEAST OF A CROSS ROAD INTERSECTION,
 FE1313'34.0 FT. NORTH OF THE CENTER OF STATE HIGHWAY 59, 5.0 FT. SOUTH OF
 FE1313'A POWERLINE BRACE POLE, A U.S. ENGINEERS DISK SET ON TOP OF A
 FE1313'STEEL PIPE PROJECTING 0.5 FT. ABOUT LEVEL WITH THE HIGHWAY.
 FE1313
 FE1313                          STATION RECOVERY (2002)
 FE1313
 FE1313'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2551 ***********************************************************************
 GB2551  DESIGNATION -  KILE
 GB2551  PID         -  GB2551
 GB2551  STATE/COUNTY-  TN/ANDERSON
 GB2551  USGS QUAD   -  CLINTON (1990)
 GB2551
 GB2551                         *CURRENT SURVEY CONTROL
 GB2551  ___________________________________________________________________
 GB2551* NAD 83(1995)-  36 04 19.32626(N)    084 13 19.66940(W)     ADJUSTED  
 GB2551* NAVD 88     -       315.5    (meters)    1035.     (feet)  VERTCON   
 GB2551  ___________________________________________________________________
 GB2551  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 GB2551  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB2551
 GB2551  HORZ ORDER  -  SECOND
 GB2551
 GB2551.The horizontal coordinates were established by classical geodetic methods
 GB2551.and adjusted by the National Geodetic Survey in April 1999..
 GB2551
 GB2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2551
 GB2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2551
 GB2551.The geoid height was determined by GEOID03.
 GB2551
 GB2551;                    North         East     Units Scale Factor Converg.
 GB2551;SPC TN       -   194,362.640   760,137.677   MT  0.99995700   +1 02 27.0
 GB2551;SPC TN       -   637,671.43  2,493,885.03   sFT  0.99995700   +1 02 27.0
 GB2551;UTM  16      - 3,995,510.588   750,165.205   MT  1.00037119   +1 38 11.3
 GB2551
 GB2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2551!SPC TN       -   0.99995526  x   0.99995700  =   0.99991226
 GB2551!UTM  16      -   0.99995526  x   1.00037119  =   1.00032643
 GB2551
 GB2551|---------------------------------------------------------------------|
 GB2551| PID    Reference Object                     Distance      Geod. Az  |
 GB2551|                                                           dddmmss.s |
 GB2551| DB9545 KILE RM 1                             8.086 METERS 08421     |
 GB2551| GB0733 KILE AZ MK                          APPROX. 1.2 KM 1154655.8 |
 GB2551| DB9546 KILE RM 2                             7.743 METERS 25816     |
 GB2551|---------------------------------------------------------------------|
 GB2551
 GB2551                          SUPERSEDED SURVEY CONTROL
 GB2551
 GB2551  NAD 83(1995)-  36 04 19.33164(N)    084 13 19.67008(W) AD(       ) 2
 GB2551  NAD 83(1995)-  36 04 19.33154(N)    084 13 19.66922(W) AD(       ) 2
 GB2551  NAD 83(1986)-  36 04 19.33834(N)    084 13 19.66703(W) AD(       ) 2
 GB2551  NAD 27      -  36 04 19.05773(N)    084 13 19.95012(W) AD(       ) 2
 GB2551  NGVD 29 (07/19/86)  315.6    (m)         1035.     (f) VERT ANG       
 GB2551
 GB2551.Superseded values are not recommended for survey control.
 GB2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2551.See file dsdata.txt to determine how the superseded data were derived.
 GB2551
 GB2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5016595511(NAD 83)
 GB2551_MARKER: DD = SURVEY DISK
 GB2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2551
 GB2551  HISTORY     - Date     Condition        Report By
 GB2551  HISTORY     - 1965     MONUMENTED       TNHD
 GB2551
 GB2551                          STATION DESCRIPTION
 GB2551
 GB2551'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2551'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CLINTON.
 GB2551'
 GB2551'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB2551'ROUTE 95 ABOUT 6 MILES
 GB2551'SOUTHWEST OF CLINTON, GO 1.15 MILES WEST ON STATE ROUTE
 GB2551'61 TO A PAVED ROAD (MARLOW CR.)
 GB2551'ON THE RIGHT, TURN RIGHT AND GO 0.7
 GB2551'MILE WEST TO A GRAVELED ROAD (BUSH RD.) ON THE
 GB2551'RIGHT, JUST BEFORE
 GB2551'REACHING A WOOD RAILROAD BRIDGE, TURN RIGHT AND GO 50 FEET NORTH
 GB2551'TO A GRAVELED ROAD
 GB2551'ON THE RIGHT, TURN RIGHT AND GO 0.5 MILE NORTHEAST TO
 GB2551'THE STATION ON THE RIGHT.
 GB2551'
 GB2551'THE STATION MARK IS 15 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GB2551'GRAVELED ROAD, 3.6 FEET
 GB2551'WEST OF A WITNESS POST, 3 FEET NORTH OF A BARB WIRE
 GB2551'FENCE AND 2 FEET NORTHWEST OF A
 GB2551'FENCE POST.  THE SURFACE AND
 GB2551'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2551'DEPARTMENT DISKS AND
 GB2551'THE DISKS ARE STAMPED KILE 1964.  THE UNDERGROUND MARK IS ABOUT 30
 GB2551'INCHES BELOW THE
 GB2551'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GB2551'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2551'
 GB2551'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2551'THE GRAVELED ROAD, 2 FEET
 GB2551'NORTHWEST OF A FENCE POST AND 1 FOOT NORTH OF THE FENCE.
 GB2551'IT IS A STANDARD TENNESSEE
 GB2551'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB2551'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2551'IS STAMPED KILE RM-1
 GB2551'1964.
 GB2551'
 GB2551'REFERENCE MARK NO. 2 IS 16 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2551'THE GRAVELED ROAD, 1 FOOT
 GB2551'NORTH OF THE FENCE AND 1 FOOT NORTH OF A FENCE POST.  IT
 GB2551'IS A STANDARD TENNESSEE HIGHWAY
 GB2551'DEPARTMENT DISK SET IN A 10-INCH
 GB2551'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB2551'STAMPED KILE RM-2
 GB2551'1964.
 GB2551'
 GB2551'THE AZIMUTH MARK IS 33 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GB2551'PAVED ROAD, 5 FEET
 GB2551'NORTHEAST OF THE EDGE OF THE BANK OF A HIGHWAY CUT AND
 GB2551'3.7 FEET EAST OF A WITNESS
 GB2551'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GB2551'DEPARTMENT DISK SET IN A 10 INCH SQUARE,
 GB2551'FLUSH, CONCRETE MONUMENT AND
 GB2551'THE DISK IS STAMPED KILE AZI 1964.
 GB2551'
 GB2551'TO REACH THE AZIMUTH MARK GO 0.7 MILE WEST ON STATE ROUTE 61 TO
 GB2551'CUMBERLAND VIEW ROAD ON
 GB2551'THE RIGHT, TURN RIGHT AND GO 0.1 MILE NORTHWEST TO THE
 GB2551'MARK ON THE LEFT.
 GB2551'
 GB2551'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GB2551'
 GB2551'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2551'
 GB2551'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0733 ***********************************************************************
 GB0733  DESIGNATION -  KILE AZ MK
 GB0733  PID         -  GB0733
 GB0733  STATE/COUNTY-  TN/ANDERSON
 GB0733  USGS QUAD   -  CLINTON (1990)
 GB0733
 GB0733                         *CURRENT SURVEY CONTROL
 GB0733  ___________________________________________________________________
 GB0733* NAD 83(1995)-  36 04 02.92093(N)    084 12 37.84219(W)     ADJUSTED  
 GB0733* NAVD 88     -       312.047  (meters)    1023.77   (feet)  ADJUSTED  
 GB0733  ___________________________________________________________________
 GB0733  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 GB0733  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB0733  DYNAMIC HT  -         311.762 (meters)    1022.84  (feet)  COMP
 GB0733  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GB0733
 GB0733  HORZ ORDER  -  SECOND
 GB0733  VERT ORDER  -  SECOND    CLASS 0
 GB0733
 GB0733.The horizontal coordinates were established by classical geodetic methods
 GB0733.and adjusted by the National Geodetic Survey in April 1999..
 GB0733
 GB0733.The orthometric height was determined by differential leveling
 GB0733.and adjusted by the National Geodetic Survey in June 1991..
 GB0733
 GB0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0733
 GB0733.The geoid height was determined by GEOID03.
 GB0733
 GB0733.The dynamic height is computed by dividing the NAVD 88
 GB0733.geopotential number by the normal gravity value computed on the
 GB0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0733.degrees latitude (g = 980.6199 gals.).
 GB0733
 GB0733.The modeled gravity was interpolated from observed gravity values.
 GB0733
 GB0733;                    North         East     Units Scale Factor Converg.
 GB0733;SPC TN       -   193,876.169   761,193.332   MT  0.99995667   +1 02 51.5
 GB0733;SPC TN       -   636,075.40  2,497,348.46   sFT  0.99995667   +1 02 51.5
 GB0733;UTM  16      - 3,995,034.919   751,226.302   MT  1.00037775   +1 38 35.3
 GB0733
 GB0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0733!SPC TN       -   0.99995580  x   0.99995667  =   0.99991247
 GB0733!UTM  16      -   0.99995580  x   1.00037775  =   1.00033353
 GB0733
 GB0733                          SUPERSEDED SURVEY CONTROL
 GB0733
 GB0733  NAD 83(1995)-  36 04 02.92616(N)    084 12 37.84295(W) AD(       ) 2
 GB0733  NAD 83(1995)-  36 04 02.92604(N)    084 12 37.84202(W) AD(       ) 2
 GB0733  NAD 83(1986)-  36 04 02.93286(N)    084 12 37.83984(W) AD(       ) 2
 GB0733  NAD 27      -  36 04 02.65166(N)    084 12 38.12445(W) AD(       ) 2
 GB0733  NGVD 29 (??/??/??)  312.23   (m)         1024.4    (f) RESET       3  
 GB0733
 GB0733.Superseded values are not recommended for survey control.
 GB0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0733.See file dsdata.txt to determine how the superseded data were derived.
 GB0733
 GB0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5122695035(NAD 83)
 GB0733_MARKER: DZ = AZIMUTH MARK DISK
 GB0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0733_STAMPING: KILE AZI 1964
 GB0733_MARK LOGO: TNHD  
 GB0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0733+STABILITY: SURFACE MOTION
 GB0733
 GB0733  HISTORY     - Date     Condition        Report By
 GB0733  HISTORY     - 1965     MONUMENTED       TNHD
 GB0733  HISTORY     - 1965     GOOD             TNHD
 GB0733
 GB0733                          STATION DESCRIPTION
 GB0733
 GB0733'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0733'THE AZIMUTH MARK IS 33 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GB0733'PAVED ROAD, 5 FEET
 GB0733'NORTHEAST OF THE EDGE OF THE BANK OF A HIGHWAY CUT AND
 GB0733'3.7 FEET EAST OF A WITNESS
 GB0733'POST.  IT IS A STANDARD TENNESSEE HIGHWAY      DP0000
 GB0733'DEPARTMENT DISK SET IN A 10 INCH SQUARE,
 GB0733'FLUSH, CONCRETE MONUMENT AND
 GB0733'THE DISK IS STAMPED KILE AZI 1964.
 GB0733'
 GB0733'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 61 AND STATE
 GB0733'ROUTE 95 ABOUT 6 MILES
 GB0733'SOUTHWEST OF CLINTON, GO 1.15 MILES WEST ON STATE ROUTE
 GB0733'61 TO A PAVED ROAD (MARLOW CR.)
 GB0733'ON THE RIGHT, TURN RIGHT AND GO 0.7
 GB0733'MILE WEST TO A GRAVELED ROAD (BUSH RD.) ON THE
 GB0733'RIGHT, JUST BEFORE
 GB0733'REACHING A WOOD RAILROAD BRIDGE, TURN RIGHT AND GO 50 FEET NORTH
 GB0733'TO A GRAVELED ROAD
 GB0733'ON THE RIGHT, TURN RIGHT AND GO 0.5 MILE NORTHEAST TO
 GB0733'THE STATION ON THE RIGHT.
 GB0733'SEE STATION KILE THD
 GB0733
 GB0733                          STATION RECOVERY (1965)
 GB0733
 GB0733'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0733'5 MI SW FROM CLINTON.
 GB0733'FROM THE JUNCTION OF STATE ROUTE 61 AND STATE ROUTE 95, ABOUT
 GB0733'6 MILES SOUTHWEST OF CLINTON, GO 1.2 MILES WEST ON STATE ROUTE
 GB0733'61 TO A PAVED ROAD (MARLOW CR.) ON THE RIGHT, TURN RIGHT AND GO
 GB0733'APPROXIMATELY 0.1 MILE TO THE MARK ON THE LEFT, 33 FEET SOUTHWEST
 GB0733'OF THE APPROXIMATE CENTER OF MARLOW CR., 5 FEET NORTHEAST OF THE
 GB0733'EDGE OF THE BANK OF A HIGHWAY CUT AND 3.7 FEET EAST OF A WITNESS
 GB0733'POST.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0733'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, STAMPED KILE AZI
 GB0733'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7712 ***********************************************************************
 DG7712  CBN         -  This is a Cooperative Base Network Control Station.
 DG7712  DESIGNATION -  KILO MNAA
 DG7712  PID         -  DG7712
 DG7712  STATE/COUNTY-  TN/DAVIDSON
 DG7712  USGS QUAD   -  NASHVILLE EAST (1983)
 DG7712
 DG7712                         *CURRENT SURVEY CONTROL
 DG7712  ___________________________________________________________________
 DG7712* NAD 83(1995)-  36 08 01.28582(N)    086 41 21.03201(W)     ADJUSTED  
 DG7712* NAVD 88     -       171.0    (meters)     561.     (feet)  GPS OBS   
 DG7712  ___________________________________________________________________
 DG7712  X           -     297,852.276 (meters)                     COMP
 DG7712  Y           -  -5,148,771.798 (meters)                     COMP
 DG7712  Z           -   3,740,266.298 (meters)                     COMP
 DG7712  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DG7712  ELLIP HEIGHT-         141.74  (meters)          (08/03/04) GPS OBS
 DG7712  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG7712
 DG7712  HORZ ORDER  -  A
 DG7712  ELLP ORDER  -  FOURTH    CLASS I
 DG7712
 DG7712.The horizontal coordinates were established by GPS observations
 DG7712.and adjusted by the National Geodetic Survey in August 2004..
 DG7712
 DG7712.The orthometric height was determined by GPS observations and a
 DG7712.high-resolution geoid model.
 DG7712
 DG7712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7712
 DG7712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7712
 DG7712.The ellipsoidal height was determined by GPS observations
 DG7712.and is referenced to NAD 83.
 DG7712
 DG7712.The geoid height was determined by GEOID03.
 DG7712
 DG7712;                    North         East     Units Scale Factor Converg.
 DG7712;SPC TN       -   199,967.542   537,969.307   MT  0.99996203   -0 24 12.5
 DG7712;SPC TN       -   656,060.18  1,764,987.63   sFT  0.99996203   -0 24 12.5
 DG7712;UTM  16      - 3,998,821.582   527,966.551   MT  0.99960964   +0 10 59.8
 DG7712
 DG7712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7712!SPC TN       -   0.99997775  x   0.99996203  =   0.99993979
 DG7712!UTM  16      -   0.99997775  x   0.99960964  =   0.99958740
 DG7712
 DG7712                          SUPERSEDED SURVEY CONTROL
 DG7712
 DG7712.No superseded survey control is available for this station.
 DG7712
 DG7712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2796798822(NAD 83)
 DG7712_MARKER: DD = SURVEY DISK
 DG7712_SETTING: 66 = SET IN ROCK OUTCROP
 DG7712_STAMPING: MNA 5
 DG7712_MARK LOGO: NASHAP
 DG7712_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7712+STABILITY: POSITION/ELEVATION WELL
 DG7712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7712+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7712
 DG7712  HISTORY     - Date     Condition        Report By
 DG7712  HISTORY     - 1991     MONUMENTED       NASHAP
 DG7712  HISTORY     - 20031010 GOOD             TNHD
 DG7712
 DG7712                          STATION DESCRIPTION
 DG7712
 DG7712'DESCRIBED BY TN HIGHWAY DEPT 2003 (MF)
 DG7712'THE STATION IS LOCATED NEAR THE MIDDLE OF THE NASHVILLE AIRPORT.
 DG7712' 
 DG7712'OWNERSHIP--METROPOLITAN NASHVILLE AIRPORT AUTHORITY, ONE TERMINAL
 DG7712'DRIVE, NASHVILLE, TN 37214.
 DG7712' 
 DG7712'TO REACH THE STATION FROM THE INTERSECTION OF THER TERMINAL RAMP,
 DG7712'PROCEED WEST TO TAXIWAY T-2.  PROCEED VIA TAXIWAY BRAVO SOUTH ACROSS
 DG7712'RUNWAY 13-31 TO TAXIWAY KILO, CONTINUE WEST ON KILO FOR 2700 FT
 DG7712'(822.96 M).  STATION IS ON THE LEFT ON TOP OF OUTCROPPING.  STATION IS
 DG7712'INDICATED WITH A FIBERGLASS WITNESS SIGN ADJACENT TO THE STATION.
 DG7712' 
 DG7712'THE STATION IS 157.4 FT (47.98 M) SOUTH OF THE CENTERLINE OF TAXIWAY
 DG7712'KILO AND 146.8 FT (44.74 M) NORTH FROM THE AOA FENCE.  THE ALUMINUM
 DG7712'CAP IS RECESSED 0.69 FT (0.21 M) BELOW THE SURFACE OF THE GROUND AND
 DG7712'IS STAMPED-- MNAA 5--.  ACCESS TO THE FIELD IS CONTROLLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0008 ***********************************************************************
 GB0008  DESIGNATION -  KIN
 GB0008  PID         -  GB0008
 GB0008  STATE/COUNTY-  TN/SCOTT
 GB0008  USGS QUAD   -  WINFIELD (1982)
 GB0008
 GB0008                         *CURRENT SURVEY CONTROL
 GB0008  ___________________________________________________________________
 GB0008* NAD 83(1995)-  36 32 17.11677(N)    084 27 48.32521(W)     ADJUSTED  
 GB0008* NAVD 88     -       433.617  (meters)    1422.63   (feet)  ADJUSTED  
 GB0008  ___________________________________________________________________
 GB0008  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 GB0008  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB0008  DYNAMIC HT  -         433.250 (meters)    1421.42  (feet)  COMP
 GB0008  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GB0008
 GB0008  HORZ ORDER  -  SECOND
 GB0008  VERT ORDER  -  FIRST     CLASS I
 GB0008
 GB0008.The horizontal coordinates were established by classical geodetic methods
 GB0008.and adjusted by the National Geodetic Survey in April 1999..
 GB0008
 GB0008.The orthometric height was determined by differential leveling
 GB0008.and adjusted by the National Geodetic Survey in June 1991..
 GB0008
 GB0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0008
 GB0008.The geoid height was determined by GEOID03.
 GB0008
 GB0008.The dynamic height is computed by dividing the NAVD 88
 GB0008.geopotential number by the normal gravity value computed on the
 GB0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0008.degrees latitude (g = 980.6199 gals.).
 GB0008
 GB0008.The modeled gravity was interpolated from observed gravity values.
 GB0008
 GB0008;                    North         East     Units Scale Factor Converg.
 GB0008;SPC TN       -   245,702.862   737,593.732   MT  1.00002379   +0 53 58.5
 GB0008;SPC TN       -   806,110.14  2,419,922.10   sFT  1.00002379   +0 53 58.5
 GB0008;UTM  16      - 4,046,626.640   727,074.241   MT  1.00023532   +1 30 38.9
 GB0008
 GB0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0008!SPC TN       -   0.99993650  x   1.00002379  =   0.99996029
 GB0008!UTM  16      -   0.99993650  x   1.00023532  =   1.00017181
 GB0008
 GB0008|---------------------------------------------------------------------|
 GB0008| PID    Reference Object                     Distance      Geod. Az  |
 GB0008|                                                           dddmmss.s |
 GB0008| DB9548 KIN RM 1                             22.715 METERS 07538     |
 GB0008| GB0007 KIN RM 2                             33.043 METERS 24611     |
 GB0008| GB0009 KIN AZ MK                                          2660058.2 |
 GB0008|---------------------------------------------------------------------|
 GB0008
 GB0008                          SUPERSEDED SURVEY CONTROL
 GB0008
 GB0008  NAD 83(1995)-  36 32 17.11729(N)    084 27 48.32517(W) AD(       ) 2
 GB0008  NAD 83(1995)-  36 32 17.12590(N)    084 27 48.32834(W) AD(       ) 2
 GB0008  NAD 83(1986)-  36 32 17.12624(N)    084 27 48.32717(W) AD(       ) 2
 GB0008  NAD 27      -  36 32 16.84509(N)    084 27 48.55556(W) AD(       ) 2
 GB0008  NGVD 29 (??/??/92)  433.747  (m)         1423.05   (f) ADJ UNCH    1 1
 GB0008
 GB0008.Superseded values are not recommended for survey control.
 GB0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0008.See file dsdata.txt to determine how the superseded data were derived.
 GB0008
 GB0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2707446627(NAD 83)
 GB0008_MARKER: DS = TRIANGULATION STATION DISK
 GB0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0008_STAMPING: KIN 1965
 GB0008_MARK LOGO: TNHD  
 GB0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0008+STABILITY: SURFACE MOTION
 GB0008
 GB0008  HISTORY     - Date     Condition        Report By
 GB0008  HISTORY     - 1965     MONUMENTED       TNHD
 GB0008  HISTORY     - 1968     GOOD             CGS
 GB0008  HISTORY     - 1968     GOOD             NGS
 GB0008  HISTORY     - 1972     GOOD             NGS
 GB0008  HISTORY     - 1980     GOOD             NGS
 GB0008
 GB0008                          STATION DESCRIPTION
 GB0008
 GB0008'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB0008'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF ONEIDA.
 GB0008'
 GB0008'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ONEIDA, GO WESTERLY
 GB0008'ON DEPOT STREET FOR 0.25
 GB0008'MILE TO U.S.  HIGHWAY 27, TURN RIGHT ON U.S.  HIGHWAY
 GB0008'27 AND GO NORTHERLY AND EASTERLY
 GB0008'FOR 3.85 MILES TO THE AZIMUTH MARK
 GB0008'ON THE RIGHT, CONTINUE NORTHEASTERLY FOR 0.2 MILE
 GB0008'ON U.S.  HIGHWAY 27
 GB0008'TO THE STATION ON THE RIGHT.
 GB0008'
 GB0008'THE STATION IS 108 FEET EAST OF TELEPHONE POLE NO. 5352, 58 FEET
 GB0008'SOUTH OF THE APPROXIMATE
 GB0008'CENTER OF U.S.  HIGHWAY 27 AND 52.6 FEET NORTH OF A METAL
 GB0008'WITNESS POST AND SIGN LOCATED
 GB0008'AT THE NORTH EDGE OF A WOODED AREA.
 GB0008'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB0008'TENNESSEE HIGHWAY
 GB0008'DEPARTMENT DISKS AND THE DISKS ARE STAMPED KIN 1965.  THE
 GB0008'UNDERGROUND MARK
 GB0008'IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET
 GB0008'IN THE TOP OF A
 GB0008'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0008'
 GB0008'REFERENCE MARK NO. 1 IS 64 FEET NORTH OF THE NORTH EDGE OF THE WOODED
 GB0008'AREA, 60 FEET SOUTHWEST
 GB0008'OF THE WEST END OF A METAL GUARD RAIL AND 48 FEET
 GB0008'SOUTH OF THE APPROXIMATE CENTER OF
 GB0008'U.S.  HIGHWAY 27.  IT IS A
 GB0008'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0008'TOP OF A
 GB0008'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED KIN
 GB0008'RM-1 1965.
 GB0008'
 GB0008'REFERENCE MARK NO. 2 IS 91 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB0008'U.S.  HIGHWAY 27, 20
 GB0008'FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER AND 1.5
 GB0008'FEET EAST OF TELEPHONE POLE NO.
 GB0008'5352.  IT IS A STANDARD TENNESSEE
 GB0008'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0008'10-INCH, SQUARE, FLUSH,
 GB0008'CONCRETE MONUMENT AND THE DISK IS STAMPED KIN RM-2 1965.
 GB0008'
 GB0008'NO HORIZONTAL MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS.
 GB0008'
 GB0008'THE AZIMUTH MARK IS LOCATED ACROSS THE HIGHWAY FROM BAKERS GROCERY,
 GB0008'ABOUT 150 FEET WEST OF
 GB0008'THE INTERSECTION OF AN OILED SIDE ROAD AND U.S.
 GB0008'HIGHWAY 27, 65 FEET NORTH OF
 GB0008'TELEPHONE POLE NO.  211, 24 FEET SOUTH
 GB0008'OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 27
 GB0008'AND 1.2 FEET SOUTH OF A HIGHWAY SIGN (U.S. 27).
 GB0008'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GB0008'
 GB0008'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GB0008
 GB0008                          STATION RECOVERY (1968)
 GB0008
 GB0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 GB0008'THE STATION MARK, STAMPED KIN 1965, IS ABOUT 1.55 MILES SOUTHWEST
 GB0008'ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE AT WINFIELD, 100
 GB0008'YARDS SOUTHEAST AND ACROSS U. S. HIGHWAY 27 FROM THE SOUTHEAST RAIL
 GB0008'OF THE SOUTHEAST TRACK, 269 FEET EAST OF THE SOUTHEAST CORNER OF A
 GB0008'RAILROAD UNDERPASS FOR U. S. HIGHWAY 27, 65 FEET SOUTH OF THE
 GB0008'CENTERLINE OF THE HIGHWAY, 45 FEET EAST OF A POWER POLE, 53.0 FEET
 GB0008'NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF
 GB0008'THE HIGHWAY, AND A TENNESSEE STATE HIGHWAY DEPARTMENT
 GB0008'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST ABOUT
 GB0008'LEVEL WITH THE SURFACE OF THE GROUND.
 GB0008'
 GB0008'R. M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 GB0008'
 GB0008'R. M. 2, STAMPED KIN RM-2 1965, IS 108.4 FEET SOUTHWEST OF THE
 GB0008'STATION MARK, 250 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 180 FEET EAST
 GB0008'OF THE SOUTHEAST CORNER OF A RAILROAD UNDERPASS FOR U. S. HIGHWAY
 GB0008'27, 96 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 27, 20-1/2
 GB0008'FEET NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 1-1/2
 GB0008'FEET EAST OF TELEPHONE POLE NUMBER 5352 4 207, 94 FEET WEST OF A
 GB0008'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY,
 GB0008'A TENNESSEE STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0008'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GB0008'
 GB0008'THE AZIMUTH MARK, STAMPED KIN 1965 AZI, IS 0.1 MILE WEST OF THE
 GB0008'STATION MARK, AT A JUNCTION OF NEW U. S. HIGHWAY 27 AND OLD U. S.
 GB0008'HIGHWAY 27, 0.1 MILE WEST OF THE WEST END OF A RAILROAD UNDERPASS
 GB0008'FOR THE HIGHWAY, 25 FEET SOUTH OF THE CENTERLINE OF THE NEW
 GB0008'HIGHWAY, 93 FEET NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 31
 GB0008'FEET NORTH OF A POWER POLE, 2.3 FEET NORTHEAST OF A METAL WITNESS
 GB0008'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND A
 GB0008'TENNESSEE STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0008'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GB0008'
 GB0008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.55 MILES
 GB0008'SOUTHWEST.
 GB0008
 GB0008                          STATION RECOVERY (1968)
 GB0008
 GB0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0008'1.6 MI SW FROM WINFIELD.
 GB0008'ABOUT 1.55 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0008'POST OFFICE AT WINFIELD, 100 YARDS SOUTHEAST AND ACROSS U.S.
 GB0008'HIGHWAY 27 FROM THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 269
 GB0008'FEET EAST OF THE SOUTHEAST CORNER OF A RAILROAD UNDERPASS FOR
 GB0008'U.S. HIGHWAY 27, 65 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GB0008'45 FEET EAST OF A POWER POLE, 108.4 FEET SOUTHWEST OF KIN
 GB0008'RM 2 (TSHD), 53.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 GB0008'6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND A TENNESSEE STATE
 GB0008'HIGHWAY DEPARTMENT TRIANGULATION STATION DISK SET IN THE TOP
 GB0008'OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 GB0008
 GB0008                          STATION RECOVERY (1972)
 GB0008
 GB0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GB0008'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND AS
 GB0008'DESCRIBED AND IN GOOD CONDITION.  A METAL WITNESS POST WAS SET 1
 GB0008'FOOT SOUTH OF THE STATION MARK.  IT WAS REPORTED IN 1965 THAT
 GB0008'REFERENCE MARK NO. 2 WAS IN THE WAY OF WORK ON A DRIVEWAY, BUT
 GB0008'WHEN THE STATION WAS VISITED A DRIVEWAY WAS FOUND AND THE MARK IN
 GB0008'NO WAY ENDANGERED BY ANY WORK.
 GB0008'
 GB0008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 GB0008'NORTHEAST OF ONEIDA.
 GB0008
 GB0008                          STATION RECOVERY (1980)
 GB0008
 GB0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB0008'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 GB0008'THE FOLLOWING.
 GB0008'
 GB0008'THE STATION MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 GB0008'
 GB0008'REFERENCE MARK 1 IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 GB0008'
 GB0008'REFERENCE MARK 2 IS 1.5 FEET NORTHEAST OF A TELEPHONE POLE AND 1 FOOT
 GB0008'SOUTH OF A METAL WITNESS POST.
 GB0008'
 GB0008'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2527 ***********************************************************************
 FE2527  DESIGNATION -  KIN
 FE2527  PID         -  FE2527
 FE2527  STATE/COUNTY-  TN/FAYETTE
 FE2527  USGS QUAD   -  GALLAWAY (1981)
 FE2527
 FE2527                         *CURRENT SURVEY CONTROL
 FE2527  ___________________________________________________________________
 FE2527* NAD 83(1995)-  35 15 27.45838(N)    089 37 15.79286(W)     ADJUSTED  
 FE2527* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 FE2527  ___________________________________________________________________
 FE2527  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2527  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2527
 FE2527  HORZ ORDER  -  THIRD
 FE2527
 FE2527.The horizontal coordinates were established by classical geodetic methods
 FE2527.and adjusted by the National Geodetic Survey in April 1999..
 FE2527
 FE2527.The orthometric height was scaled from a topographic map.
 FE2527
 FE2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2527
 FE2527.The geoid height was determined by GEOID03.
 FE2527
 FE2527;                    North         East     Units Scale Factor Converg.
 FE2527;SPC TN       -   108,646.073   270,555.673   MT  0.99999866   -2 07 11.7
 FE2527;SPC TN       -   356,449.66    887,648.07   sFT  0.99999866   -2 07 11.7
 FE2527;UTM  16      - 3,904,763.258   261,548.614   MT  1.00030078   -1 30 49.4
 FE2527
 FE2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2527!SPC TN       -   0.99998484  x   0.99999866  =   0.99998350
 FE2527!UTM  16      -   0.99998484  x   1.00030078  =   1.00028562
 FE2527
 FE2527|---------------------------------------------------------------------|
 FE2527| PID    Reference Object                     Distance      Geod. Az  |
 FE2527|                                                           dddmmss.s |
 FE2527| FE2524 ATT RAD STA KIN 96 MAST              16.758 METERS 18626     |
 FE2527| CG3632 KIN RM 1                             11.643 METERS 20944     |
 FE2527| CG3633 KIN RM 2                             14.956 METERS 29106     |
 FE2527| FE1277 HALL                                APPROX. 3.0 KM 2922131.3 |
 FE2527|---------------------------------------------------------------------|
 FE2527
 FE2527                          SUPERSEDED SURVEY CONTROL
 FE2527
 FE2527  NAD 83(1995)-  35 15 27.46349(N)    089 37 15.79318(W) AD(       ) 3
 FE2527  NAD 83(1995)-  35 15 27.46371(N)    089 37 15.79342(W) AD(       ) 3
 FE2527  NAD 83(1986)-  35 15 27.47006(N)    089 37 15.79350(W) AD(       ) 3
 FE2527  NAD 27      -  35 15 27.15820(N)    089 37 15.50820(W) AD(       ) 3
 FE2527
 FE2527.Superseded values are not recommended for survey control.
 FE2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2527.See file dsdata.txt to determine how the superseded data were derived.
 FE2527
 FE2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6154904763(NAD 83)
 FE2527_MARKER: DS = TRIANGULATION STATION DISK
 FE2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2527
 FE2527  HISTORY     - Date     Condition        Report By
 FE2527  HISTORY     - 1958     MONUMENTED       CGS
 FE2527
 FE2527                          STATION DESCRIPTION
 FE2527
 FE2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2527'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF GALLAWAY AND 4 MILES
 FE2527'SOUTHEAST OF ARLINGTON. IT IS 54.99 FEET NORTH OF THE CENTER OF A.T.
 FE2527'AND T. CO. RADIO STATION KIN 96, MAST AND 38 FEET NORTH-NORTHWEST OF
 FE2527'THE NORTHWEST CORNER OF A SMALL BUILDING. THE MARK IS SET FLUSH
 FE2527'WITH THE SURFACE OF THE GROUND AND IS STAMPED KIN 1958.
 FE2527'
 FE2527'REFERENCE MARK NO. 1 IS 2 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 FE2527'SMALL BUILDING AND ABOUT THE SAME ELEVATION AS THE STATION. IT IS A
 FE2527'STANDARD REFERENCE DISK CEMENTED IN A DRILL HOLE IN A CONCRETE STEP.
 FE2527'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 FE2527'STAMPED KIN NO 1 1958.
 FE2527'
 FE2527'REFERENCE MARK NO. 2 IS 60 FEET NORTH OF THE NORTHWEST CORNER OF A
 FE2527'SMALL BUILDING AND ABOUT THE SAME ELEVATION AS THE STATION. THE
 FE2527'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FE2527'KIN NO 2 1958.
 FE2527'
 FE2527'NO AZIMUTH MARK WAS ESTABLISHED.
 FE2527'
 FE2527'THE A.T. AND T. CO. RADIO STATION KIN 96, MAST, WHICH IS 54.99 FEET
 FE2527'SOUTH OF THE STATION, IS MADE OF UNIFORM CROSS-SECTION
 FE2527'STEEL CONSTRUCTION AND IS PAINTED IN ALTERNATING SECTIONS OF RED AND
 FE2527'WHITE. THE OVER-ALL HEIGHT IS 325 FEET.
 FE2527'
 FE2527'TO REACH FROM THE POST OFFICE IN ARLINGTON, GO SOUTH ON CHESTER ST.,
 FE2527'WHICH LATER BECOMES COLLIERVILLE-ARLINGTON ROAD FOR 1.8 MILES TO A
 FE2527'GRAVELED ROAD LEFT, HARRELL RD., TURN LEFT AND GO EAST AND SOUTH ON
 FE2527'HARRELL RD. FOR 2.7 MILES TO A SIDE TRACK ROAD LEFT, TURN LEFT
 FE2527'NORTH ON TRACK ROAD AND GO 0.1 MILE TO MAST AND STATION AS DESCRIBED.
 FE2527'
 FE2527'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0009 ***********************************************************************
 GB0009  DESIGNATION -  KIN AZ MK
 GB0009  PID         -  GB0009
 GB0009  STATE/COUNTY-  TN/SCOTT
 GB0009  USGS QUAD   -  WINFIELD (1982)
 GB0009
 GB0009                         *CURRENT SURVEY CONTROL
 GB0009  ___________________________________________________________________
 GB0009* NAD 83(1986)-  36 32 16.     (N)    084 28 03.     (W)     SCALED    
 GB0009* NAVD 88     -       441.145  (meters)    1447.32   (feet)  ADJUSTED  
 GB0009  ___________________________________________________________________
 GB0009  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB0009  DYNAMIC HT  -         440.772 (meters)    1446.10  (feet)  COMP
 GB0009  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 GB0009
 GB0009  VERT ORDER  -  FIRST     CLASS I
 GB0009
 GB0009.The horizontal coordinates were scaled from a topographic map and have
 GB0009.an estimated accuracy of +/- 6 seconds.
 GB0009
 GB0009.The orthometric height was determined by differential leveling
 GB0009.and adjusted by the National Geodetic Survey in June 1991..
 GB0009
 GB0009.The geoid height was determined by GEOID03.
 GB0009
 GB0009.The dynamic height is computed by dividing the NAVD 88
 GB0009.geopotential number by the normal gravity value computed on the
 GB0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0009.degrees latitude (g = 980.6199 gals.).
 GB0009
 GB0009.The modeled gravity was interpolated from observed gravity values.
 GB0009
 GB0009;                    North         East    Units  Estimated Accuracy
 GB0009;SPC TN       -   245,660.      737,230.      MT  (+/- 180 meters Scaled)
 GB0009
 GB0009                          SUPERSEDED SURVEY CONTROL
 GB0009
 GB0009  NGVD 29 (??/??/92)  441.274  (m)         1447.75   (f) ADJ UNCH    1 1
 GB0009
 GB0009.Superseded values are not recommended for survey control.
 GB0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0009.See file dsdata.txt to determine how the superseded data were derived.
 GB0009
 GB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF267465(NAD 83)
 GB0009_MARKER: DD = SURVEY DISK
 GB0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0009_STAMPING: KIN 1965 AZI
 GB0009_MARK LOGO: TNHD  
 GB0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0009+STABILITY: SURFACE MOTION
 GB0009
 GB0009  HISTORY     - Date     Condition        Report By
 GB0009  HISTORY     - 1965     MONUMENTED       TNHD
 GB0009  HISTORY     - 1968     GOOD             NGS
 GB0009
 GB0009                          STATION DESCRIPTION
 GB0009
 GB0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0009'1.6 MI SW FROM WINFIELD.
 GB0009'ABOUT 1.55 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0009'POST OFFICE AT WINFIELD, THENCE 0.1 MILE WEST ALONG U.S. HIGHWAY
 GB0009'27, AT A JUNCTION OF THE NEW HIGHWAY AND OLD U.S. HIGHWAY 27,
 GB0009'0.1 MILE WEST OF THE WEST END OF A RAILROAD UNDERPASS FOR THE
 GB0009'HIGHWAY, 25 FEET SOUTH OF THE CENTERLINE OF THE NEW HIGHWAY,
 GB0009'93 FEET NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 31 FEET
 GB0009'NORTH OF A POWER POLE, 0.1 MILE WEST OF TRIANGULATION STATION
 GB0009'KIN 1965 (TSHD), 2.3 FEET NORTHEAST OF A METAL WITNESS POST,
 GB0009'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND A TENNESSEE
 GB0009'STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST
 GB0009'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0007 ***********************************************************************
 GB0007  DESIGNATION -  KIN RM 2
 GB0007  PID         -  GB0007
 GB0007  STATE/COUNTY-  TN/SCOTT
 GB0007  USGS QUAD   -  WINFIELD (1982)
 GB0007
 GB0007                         *CURRENT SURVEY CONTROL
 GB0007  ___________________________________________________________________
 GB0007* NAD 83(1986)-  36 32 16.     (N)    084 27 48.     (W)     SCALED    
 GB0007* NAVD 88     -       434.357  (meters)    1425.05   (feet)  ADJUSTED  
 GB0007  ___________________________________________________________________
 GB0007  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GB0007  DYNAMIC HT  -         433.990 (meters)    1423.85  (feet)  COMP
 GB0007  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GB0007
 GB0007  VERT ORDER  -  FIRST     CLASS I
 GB0007
 GB0007.The horizontal coordinates were scaled from a topographic map and have
 GB0007.an estimated accuracy of +/- 6 seconds.
 GB0007
 GB0007.The orthometric height was determined by differential leveling
 GB0007.and adjusted by the National Geodetic Survey in June 1991..
 GB0007
 GB0007.The geoid height was determined by GEOID03.
 GB0007
 GB0007.The dynamic height is computed by dividing the NAVD 88
 GB0007.geopotential number by the normal gravity value computed on the
 GB0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0007.degrees latitude (g = 980.6199 gals.).
 GB0007
 GB0007.The modeled gravity was interpolated from observed gravity values.
 GB0007
 GB0007;                    North         East    Units  Estimated Accuracy
 GB0007;SPC TN       -   245,670.      737,600.      MT  (+/- 180 meters Scaled)
 GB0007
 GB0007                          SUPERSEDED SURVEY CONTROL
 GB0007
 GB0007  NGVD 29 (??/??/92)  434.487  (m)         1425.48   (f) ADJ UNCH    1 1
 GB0007
 GB0007.Superseded values are not recommended for survey control.
 GB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0007.See file dsdata.txt to determine how the superseded data were derived.
 GB0007
 GB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF270465(NAD 83)
 GB0007_MARKER: DD = SURVEY DISK
 GB0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0007_STAMPING: KIN RM-2 1965
 GB0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0007+STABILITY: SURFACE MOTION
 GB0007
 GB0007  HISTORY     - Date     Condition        Report By
 GB0007  HISTORY     - 1965     MONUMENTED       TNHD
 GB0007  HISTORY     - 1968     GOOD             NGS
 GB0007
 GB0007                          STATION DESCRIPTION
 GB0007
 GB0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0007'1.6 MI SW FROM WINFIELD.
 GB0007'ABOUT 1.55 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0007'POST OFFICE AT WINFIELD, 250 FEET SOUTHEAST OF THE SOUTHEAST
 GB0007'RAIL, 180 FEET EAST OF THE SOUTHEAST CORNER OF A RAILROAD UNDERPASS
 GB0007'FOR U.S. HIGHWAY 27, 96 FEET SOUTH OF THE CENTERLINE OF U.S.
 GB0007'HIGHWAY 27, 20 1/2 FEET NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 GB0007'MARKER POST, 1 1/2 FEET EAST OF TELEPHONE POLE NUMBER 5352 4 207,
 GB0007'108.4 FEET SOUTHWEST OF TRIANGULATION STATION KIN 1965 (TSHD),
 GB0007'94 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 GB0007'LEVEL OF THE HIGHWAY, A TENNESSEE STATE HIGHWAY DEPARTMENT
 GB0007'DISK SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 GB0007'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1516 ***********************************************************************
 FD1516  DESIGNATION -  KINCADE
 FD1516  PID         -  FD1516
 FD1516  STATE/COUNTY-  TN/MAURY
 FD1516  USGS QUAD   -  GREENFIELD BEND (1979)
 FD1516
 FD1516                         *CURRENT SURVEY CONTROL
 FD1516  ___________________________________________________________________
 FD1516* NAD 83(1995)-  35 40 00.18341(N)    087 19 05.74239(W)     ADJUSTED  
 FD1516* NAVD 88     -       293.4    (meters)     963.     (feet)  VERTCON   
 FD1516  ___________________________________________________________________
 FD1516  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FD1516  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1516
 FD1516  HORZ ORDER  -  FIRST
 FD1516
 FD1516.The horizontal coordinates were established by classical geodetic methods
 FD1516.and adjusted by the National Geodetic Survey in April 1999..
 FD1516
 FD1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1516
 FD1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1516
 FD1516.The geoid height was determined by GEOID03.
 FD1516
 FD1516;                    North         East     Units Scale Factor Converg.
 FD1516;SPC TN       -   148,741.458   480,651.819   MT  0.99995264   -0 46 18.3
 FD1516;SPC TN       -   487,995.93  1,576,938.51   sFT  0.99995264   -0 46 18.3
 FD1516;UTM  16      - 3,947,030.239   471,195.569   MT  0.99961022   -0 11 08.1
 FD1516
 FD1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1516!SPC TN       -   0.99995837  x   0.99995264  =   0.99991101
 FD1516!UTM  16      -   0.99995837  x   0.99961022  =   0.99956861
 FD1516
 FD1516:                Primary Azimuth Mark                     Grid Az
 FD1516:SPC TN       -  DALLAS LOUISVILLE AWY BCN 60             009 43 27.8
 FD1516:UTM  16      -  DALLAS LOUISVILLE AWY BCN 60             009 08 17.6
 FD1516
 FD1516|---------------------------------------------------------------------|
 FD1516| PID    Reference Object                     Distance      Geod. Az  |
 FD1516|                                                           dddmmss.s |
 FD1516| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.30.2 KM 0085709.5 |
 FD1516| CG6689 KINCADE RM 1                         38.173 METERS 06601     |
 FD1516| CG6691 KINCADE RM 3                          5.788 METERS 11654     |
 FD1516| CG6690 KINCADE RM 2                         26.299 METERS 17330     |
 FD1516| FD1517 KINCADE 2                           100.781 METERS 24705     |
 FD1516| CG6692 KINCADE RM 4                          4.621 METERS 26324     |
 FD1516| CG6687 KINCADE AZ MK                                      3483053.5 |
 FD1516| CG6688 KINCADE AZ MK 2                                    3502928.4 |
 FD1516|---------------------------------------------------------------------|
 FD1516
 FD1516                          SUPERSEDED SURVEY CONTROL
 FD1516
 FD1516  NAD 83(1995)-  35 40 00.18539(N)    087 19 05.74411(W) AD(       ) 1
 FD1516  NAD 83(1986)-  35 40 00.19432(N)    087 19 05.74446(W) AD(       ) 1
 FD1516  NAD 27      -  35 39 59.93900(N)    087 19 05.70400(W) AD(       ) 1
 FD1516  NGVD 29 (07/19/86)  293.4    (m)          963.     (f) VERT ANG       
 FD1516
 FD1516.Superseded values are not recommended for survey control.
 FD1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1516.See file dsdata.txt to determine how the superseded data were derived.
 FD1516
 FD1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7119647030(NAD 83)
 FD1516_MARKER: DS = TRIANGULATION STATION DISK
 FD1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1516_STAMPING: KINCADE 1934
 FD1516_MARK LOGO: CGS   
 FD1516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FD1516
 FD1516  HISTORY     - Date     Condition        Report By
 FD1516  HISTORY     - 1934     MONUMENTED       CGS
 FD1516  HISTORY     - 1934     GOOD             CGS
 FD1516  HISTORY     - 1962     GOOD             CGS
 FD1516  HISTORY     - 1970     GOOD             NGS
 FD1516  HISTORY     - 1979     GOOD             NGS
 FD1516  HISTORY     - 1979     GOOD             NGS
 FD1516
 FD1516                          STATION DESCRIPTION
 FD1516
 FD1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1516'ABOUT 6 MILES WEST-SOUTHWEST OF WILLIAMSPORT, 5 MILES NORTH-NORTHWEST
 FD1516'OF HAMPSHIRE, 1
 FD1516'MILE NORTHEAST OF HICKMAN-MAURY-LEWIS COUNTY CORNER,
 FD1516'BESIDE OLD NATCHEZ TRACE, NEAR
 FD1516'HEAD OF LOVES BRANCH, AND IN BARE
 FD1516'PASTURE ON LAND OWNED BY MR J R KINCADE.  TO
 FD1516'REACH FROM COURTHOUSE IN
 FD1516'COLUMBIA, GO WEST ON STATE ROUTES 6, 50, AND 99 TO JUNCTION OF
 FD1516'ROUTE 6, CONTINUE
 FD1516'ON ROUTES 50 AND 99 TO THEIR JUNCTION, CONTINUE 10.9
 FD1516'MILES ON ROUTE 99, TURN RIGHT
 FD1516'JUST BEFORE REACHING CONCRETE BRIDGE,
 FD1516'GO 1.65 MILES, TURN LEFT ACROSS IRON BRIDGE, GO
 FD1516'0.75 MILE TO FORK,
 FD1516'FOLLOW LEFT FORK 2.7 MILES UP LOVES BRANCH TO CROSSROADS IN
 FD1516'SADDLE, TURN
 FD1516'LEFT AND GO 0.3 MILE ON OLD NATCHEZ TRACE TO HIGH POINT AND
 FD1516'STATION SITE.  STATION
 FD1516'IS 750 FEET SOUTHWEST OF KINCADES RESIDENCE,
 FD1516'78 FEET NORTHWEST OF CENTER LINE OF
 FD1516'NATCHEZ TRACE, AND 12 FEET
 FD1516'NORTHEAST OF SOUTHEAST-NORTHWEST RAIL FENCE.  SURFACE
 FD1516'AND UNDERGROUND
 FD1516'MARKS ARE STANDARD STATION DISKS IN CONCRETE.  UPPER
 FD1516'MARK IS 12 INCHES
 FD1516'BELOW SURFACE OF GROUND.  REFERENCE AND AZIMUTH
 FD1516'MARKS ARE STANDARD REFERENCE DISKS
 FD1516'IN CONCRETE.  REFERENCE
 FD1516'MARKS PROJECT 6 INCHES ABOVE GROUND.  NO 1 IS IN WEST
 FD1516'RIGHT-OF-WAY
 FD1516'RAIL FENCE, 127 FEET NORTHEAST OF SOUTHEAST-AND- NORTHWEST FENCE, AND
 FD1516'125.2 FEET FROM
 FD1516'STATION.  NO 2 IS IN WEST
 FD1516'RIGHT-OF-WAY FENCE, 45 FEET
 FD1516'SOUTHWEST OF NORTHWEST-AND-SOUTHEAST
 FD1516'FENCE, AND 86.4 FEET FROM STATION.
 FD1516'NO 1 IS
 FD1516'172 FEET NORTHEAST OF NO 2.  AZIMUTH MARK, PROJECTING 8 INCHES
 FD1516'ABOVE GROUND, IS
 FD1516'0.2 MILE WEST OF KINCADES RESIDENCE, 0.1 MILE WEST OF ROAD
 FD1516'FORK, 300 FEET EAST OF OLD
 FD1516'BARNS, 12 FEET SOUTH OF CENTER LINE OF
 FD1516'ROAD, 1 FOOT SOUTH OF SOUTH RIGHT-OF-WAY
 FD1516'FENCE, AND ABOUT 0.3 MILE
 FD1516'FROM STATION. FOLLOWING BEARINGS ARE
 FD1516'FROM STATION- AIRWAY BEACON NO 60 (SEE DESCRIPTION THEREOF),
 FD1516'DISTANT 18.8 MILES,
 FD1516'N 08 DEG 57 MIN E. AND KINCADES RESIDENCE,
 FD1516'WEST SIDE OF STONE CHIMNEY ON SOUTH
 FD1516'END, DISTANT 750 FEET, N 22 DEG 37 MIN E.
 FD1516
 FD1516                          STATION RECOVERY (1934)
 FD1516
 FD1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1516'STATION IS 6 MILES WSW OF WILLIAMSPORT, 5 MILES NNW OF HAMPSHIRE,
 FD1516'NEAR THE HEAD OF
 FD1516'LOVES BRANCH, ON A BARE HIGHLAND TRAVERSED BY THE
 FD1516'OLD NATCHEZ TRACE, ON THE PROPERTY
 FD1516'OF J R KINCADE.
 FD1516'
 FD1516'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS WERE RECOVERED
 FD1516'IN GOOD  CONDITION.
 FD1516'
 FD1516'REFERENCE MARK NO 1 IS ENE OF THE STATION, W OF THE ROAD, ON THE E
 FD1516'FENCE LINE OF  FIELD.
 FD1516'
 FD1516'REFERENCE MARK NO 2 IS SSE OF THE STATION, W OF THE ROAD, ON THE E
 FD1516'FENCE LINE OF
 FD1516'FIELD, 172 FEET SW OF REFERENCE MARK NO 1.
 FD1516'
 FD1516'AZIMUTH MARK IS 0.3 MILE N OF STATION, 0.2 MILE W OF THE ELDER
 FD1516'KINCADES HOME, 300
 FD1516'FEET E OF AN OLD BARN, 12 FEET S OF THE CENTER OF
 FD1516'THE ROAD, ON THE N FENCE LINE OF FIELD.
 FD1516'
 FD1516'TO REACH THE STATION FROM THE COURTHOUSE AT COLUMBIA, TAKE HIGHWAYS
 FD1516'6, 99, AND 50 W TO
 FD1516'THE JUNCTION OF HIGHWAY 6, CONTINUE ON HIGHWAYS 99
 FD1516'AND 50 TO THEIR JUNCTION AND CONTINUE
 FD1516'ON HIGHWAY 99, 10.9 MILES, TURN
 FD1516'RIGHT AND CONTINUE 1.65 MILES, TURN LEFT ACROSS IRON
 FD1516'BRIDGE AND
 FD1516'CONTINUE UP LOVES BRANCH 3.45 MILES AND TURN LEFT ON THE OLD NATCHEZ
 FD1516'TRACE AT
 FD1516'CROSSROADS IN SADDLE AND CONTINUE 0.3 MILE TO THE HOME OF
 FD1516'KINCADES SON AND THE
 FD1516'STATION, 250 YARDS SW OF THE ELDER KINCADES
 FD1516'HOME, IN THE BACK YARD OF HIS SONS
 FD1516'HOME, 78 FEET NW OF THE CENTER OF
 FD1516'THE ROAD, 14.9 FEET NE OF THE W CORNER OF THE GARDEN
 FD1516'FENCE, 13.6 FEET W
 FD1516'OF THE W CORNER OF THE HOUSE, ABOUT 1 FOOT UNDERGROUND.
 FD1516'
 FD1516'DUE TO THE LOCATION OF THE HOUSE AND FENCES, THE STATION WAS OCCUPIED
 FD1516'ECCENTRICALLY.
 FD1516'DIRECTIONS TO THE AZIMUTH AND REFERENCE MARKS WERE
 FD1516'NOT RE-MEASURED.  THE DISTANCE TO
 FD1516'REFERENCE MARK NO 2 WAS FOUND TO BE
 FD1516'IN ERROR BY 1 FOOT.
 FD1516'
 FD1516'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FD1516
 FD1516                          STATION RECOVERY (1962)
 FD1516
 FD1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1516'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1516'DUE TO AN ADDITION BUILT
 FD1516'ONTO THE HOME AT THE STATION SITE, IT IS IMPOSSIBLE
 FD1516'TO MEASURE FROM THE STATION TO
 FD1516'REFERENCE MARK NO 2.  THE ORIGINAL
 FD1516'DESCRIPTION IS COMPLETELY INADEQUATE.  FOLLOWING
 FD1516'IS A NEW AND
 FD1516'COMPLETE DESCRIPTION.
 FD1516'
 FD1516'THE STATION IS LOCATED ON THE PROPERTY OF J O KINCADE, ABOUT 6 MILES
 FD1516'WEST- SOUTHWEST OF
 FD1516'WILLIAMSPORT, 5 MILES NORTH-NORTHEAST OF HAMPSHIRE, 1
 FD1516'MILE NORTHEAST OF THE
 FD1516'HICKMAN-LEWIS-MAURY COUNTY CORNER, NEAR THE
 FD1516'HEAD OF LOVES BRANCH AND JUST EAST OF
 FD1516'THE OLD NATCHEZ TRACE.
 FD1516'
 FD1516'TO REACH FROM THE WEST SIDE OF THE MAURY COUNTY COURTHOUSE SQUARE IN
 FD1516'COLUMBIA, GO WEST ON U S
 FD1516'HIGHWAY 43 AND STATE ROUTES 50 AND 99 (THIS IS WEST
 FD1516'SEVENTH STREET), FOR 0.7 MILE TO
 FD1516'WHERE U S HIGHWAY 43 BEARS LEFT AND
 FD1516'STATE ROUTES 50 AND 99 BEAR RIGHT.  HERE BEAR RIGHT
 FD1516'ON STATE ROUTES
 FD1516'50 AND 99 AND GO WESTERLY FOR 2.3 MILES TO A Y INTERSECTION WHERE
 FD1516'STATE ROUTE 50
 FD1516'BEARS RIGHT AND STATE ROUTE 99 CONTINUES STRAIGHT
 FD1516'AHEAD, CONTINUE STRAIGHT AHEAD ON
 FD1516'STATE ROUTE 99 TOWARD HOHENWALD FOR
 FD1516'10.9 MILES TO CATHY CREEK ROAD ON THE RIGHT AND SIGN
 FD1516'WELCOME CATHY
 FD1516'CREEK COMMUNITY.  HERE TURN RIGHT ONTO CATHY CREEK ROAD AND GO NORTH
 FD1516'AND NORTHWESTERLY
 FD1516'FOR 2.3 MILES TO AN OILED T ROAD AND CONCRETE
 FD1516'BRIDGE ON THE LEFT, TURN LEFT ONTO
 FD1516'LOVES BRANCH ROAD AND GO WESTERLY
 FD1516'FOR 0.2 MILE TO CARROLS GROCERY ON THE RIGHT,
 FD1516'CONTINUE WESTERLY FOR
 FD1516'0.6 MILE TO A T ROAD RIGHT, CONTINUE WESTERLY FOR 0.25 MILE TO A
 FD1516'REVERSE Y ON
 FD1516'THE LEFT JUST AFTER CROSSING A SMALL CONCRETE BRIDGE AND
 FD1516'THE END OF OILED SURFACE AT THE
 FD1516'COUNTY LINE.  HERE CONTINUE WESTERLY
 FD1516'AND NORTHWESTERLY ON LOVES BRANCH ROAD (NOW
 FD1516'GRAVELED) FOR 1.05 MILES
 FD1516'TO A T ROAD RIGHT JUST BEFORE COMING TO A CONCRETE BRIDGE AND
 FD1516'A LARGE BARN IN
 FD1516'THE NORTHWEST ANGLE, KEEP STRAIGHT AHEAD, NORTHWESTERLY, FOR
 FD1516'1.6 MILES TO THE
 FD1516'INTERSECTION OF LOVES BRANCH ROAD AND SHEBOSS ROAD
 FD1516'AT THE SUMMIT OF THE DIVIDE.  HERE
 FD1516'TURN LEFT ON SHEBOSS ROAD AND GO
 FD1516'WEST FOR 0.25 MILE TO A T ROAD RIGHT AND LARGE BARN
 FD1516'IN THE NORTHWEST
 FD1516'ANGLE, CONTINUE STRAIGHT AHEAD ON SHEBOSS ROAD FOR 0.15 MILE TO THE
 FD1516'KINCADE STORE AND
 FD1516'THE HOME OF J O KINCADE ON THE RIGHT AND THE
 FD1516'STATION AS DESCRIBED.
 FD1516'
 FD1516'THE STATIN IS 54 FEET SOUTHEAST OF POWERLINE TRANSFORMER POLE NO 21
 FD1516'MT254, 9.5 FEET WEST OF THE
 FD1516'WEST CORNER OF THE J O KINCADE RESIDENCE, 9.5 FEET
 FD1516'SOUTH OF THE WEST CORNER OF A
 FD1516'PORCH, AND 7 FEET NORTHWEST OF A SMALL,
 FD1516'FORKED, PEACH TREE.  IT IS A STANDARD DISK SET
 FD1516'IN THE TOP OF A
 FD1516'10-INCH, ROUND, CONCRETE MONUMENT ABOUT 1 FOOT BELOW THE SURFACE
 FD1516'OF THE GROUND
 FD1516'AND THE DISK IS STAMPED KINCADE 1934.
 FD1516'
 FD1516'REFERENCE MARK NO 1 IS 45 FEET NORTHEAST OF THE BRICK POST AT THE
 FD1516'ENTRANCE TO THE HOUSE, 34
 FD1516'FEET NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 FD1516'16 FEET NORTH OF AN 8-INCH
 FD1516'HACKBERRY TREE, AND 16 FEET NORTHWEST OF
 FD1516'THE APPROXIMATE CENTER OF SHEBOSS ROAD.  IT
 FD1516'IS A STANDARD DISK SET IN
 FD1516'THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4
 FD1516'INCHES AND THE
 FD1516'DISK IS STAMPED KINCADE NO 1 1934.
 FD1516'
 FD1516'REFERENCE MARK NO 2 IS 38 FEET SOUTH OF POWERLINE TRANSFORMER POLE NO
 FD1516'21 MT254, 22 FEET NORTHWEST
 FD1516'OF THE APPROXIMATE CENTER OF SHEBOSS ROAD AND AT
 FD1516'THE SOUTHEAST EDGE OF A FIELD.  IT
 FD1516'IS A STANDARD DISK SET IN THE TOP
 FD1516'OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 FD1516'2 INCHES AND THE
 FD1516'DISK IS STAMPED KINCADE NO 2 1934.
 FD1516'
 FD1516'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE
 FD1516'MARK NO 2 IS 172 FEET.
 FD1516'
 FD1516'THE AZIMUTH MARK IS NORTH OF THE STATION ABOUT 0.3 MILE ON THE
 FD1516'PROPERTY OF MR L W
 FD1516'GREENSFIELD.  IT IS 25 FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED
 FD1516'ELM TREE, 25 FEET
 FD1516'SOUTH OF A FENCE, 14 FEET SOUTH OF THE APPROXIMATE
 FD1516'CENTER OF A WOODS ROAD, 1.2 FEET
 FD1516'NORTH OF A METAL WITNESS POST AND
 FD1516'SIGN, AND AT THE NORTH EDGE OF A CLEARING.  IT IS A
 FD1516'STANDARD
 FD1516'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 FD1516'MONUMENT THAT
 FD1516'PROJECTS 8 INCHES AND THE DISK IS STAMPED KINCADE
 FD1516'AZIMUTH 1934.
 FD1516'
 FD1516'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON SHEBOSS
 FD1516'ROAD FOR 0.15 MILE TO A
 FD1516'T ROAD LEFT, TURN LEFT, NORTH, AND GO 0.2 MILE TO A
 FD1516'WOODS ROAD ON THE LEFT, TURN
 FD1516'LEFT, WEST, ON THIS WOODS ROAD FOR ABOUT
 FD1516'65 YARDS TO A WOODEN GATE, PASS THROUGH THIS
 FD1516'GATE AND CONTINUE WEST
 FD1516'ON THE WOODS ROAD FOR 0.1 MILE TO A BLAZED ELM TREE ON THE
 FD1516'RIGHT, A WITNESS
 FD1516'POST ON THE LEFT AND THE MARK AS DESCRIBED.
 FD1516
 FD1516                          STATION RECOVERY (1970)
 FD1516
 FD1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 FD1516'THE STATION WAS RECOVERED AND ALL MARK WERE FOUND IN GOOD CONDITION.
 FD1516'THE STATION MARK AND BOTH REFERENCE MARKS WILL BE DESTROYED IN THE
 FD1516'NEAR FUTURE DUE TO CONSTRUCTION BY THE NATCHEZ TRACE PARKWAY.
 FD1516'REFERENCE MARK NO 1 IS BLOCKED BY A HOUSE ON LINE.  TRIANGULATION
 FD1516'STATION KINCADE 2 1970 WAS ESTABLISHED AT THIS DATE SEE
 FD1516'DESCRIPTION THEREOF.
 FD1516'
 FD1516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 FD1516'NORTH-NORTHWEST OF HAMPSHIRE.
 FD1516
 FD1516                          STATION RECOVERY (1979)
 FD1516
 FD1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FD1516'THE STATION MARK, REFERENCE MARKS 3 AND 4 ALONG WITH THE AZIMUTH MARK
 FD1516'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 FD1516'IN THE WAY OF ROAD WORK AND WAS DESTROYED AFTER A NEW MARK WAS
 FD1516'SET.  THE 1979 RECOVERY NOTE WAS NOT AVAILABLE AT THIS TIME SO IT IS
 FD1516'NO KNOWN IF THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS
 FD1516'CHECKED OR NOT.  THE 1979 RECOVERY NOTE IS GOOD WITH THE DELETION
 FD1516'OF THE 1934 AZIMUTH MARK AND ADDITION OF THE FOLLOWING INFORMATION ON
 FD1516'THE NEW AZIMUTH MARK.
 FD1516'
 FD1516'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION, 77
 FD1516'FEET WEST OF CENTERLINE OF A COUNTY ROAD UNDER CONSTRUCTION, 68 FEET
 FD1516'S OF THE CENTERLINE OF A DRIVE WAY AND 1 FOOT NORTH OF A METAL
 FD1516'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FD1516'STAMPED---KINCADE 1934 NO 2 1979---.
 FD1516
 FD1516                          STATION RECOVERY (1979)
 FD1516
 FD1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FD1516'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 FD1516'IN GOOD CODITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED
 FD1516'DESTROYED BY GRADING.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 FD1516'OBSTRUCTED BY TREES AND BRUSH.  DUE TO ROAD CONSTRUCTION REFERENCE
 FD1516'MARK 1 WOULD BE DESTROYED.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW
 FD1516'DESCRIPTION FOLLOWS.
 FD1516'
 FD1516'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF WILLIAMSPORT, 5
 FD1516'MILES NORTHEAST OF HAMPSHIRE, 1 MILE NORTHEAST OF HICKMAN-LEWIS-MAURY
 FD1516'COUNTY CORNER, NEAR THE HEAD OF LOVES BRANCH AND IN A WOODED AREA
 FD1516'BETWEEN THE LANES OF THE NATCHEZ TRACE PARKWAY, 1 FOOT NORTHWEST OF A
 FD1516'METAL WITNESS POST, 12 FEET NORTH OF AN 8 INCH PINE TREE, 14 FEET
 FD1516'SOUTH EAST OF A 12 INCH PINE TREE, 58 FEET WEST OF AN 8 INCH APPLE
 FD1516'TREE AND ON THE HIGHEST IN THE VICINITY.  THE MONUMENT IS 8 INCHES
 FD1516'UNDERGROUND AND THE DISK IS STAMPED---KINCADE 1934---.
 FD1516'
 FD1516'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 50 AT
 FD1516'THE WEST EDGE OF COLUMBIA, GO WESTERLY ON HIGHWAY 99 FOR 10.9 MILES TO
 FD1516'TO CATHY CREEK ROAD ON THE RIGHT.  TURN RIGHT ON CATHY CREEK ROAD
 FD1516'FOR 2.3 MILES TO AN OILED T-ROAD AND CONCRETE BRIDGE ON THE
 FD1516'LEFT.  TURN LEFT ONTO LOVES BRANCH ROAD AND GO WESTERLY FOR 3.7
 FD1516'MILES TO THE INTERSECTION OF SHEBOSS ROAD.  AT THE SUMMIT OF A
 FD1516'DIVIDE.  TURN LEFT ON SHEBOSS ROAD FOR 0.4 MILE TO THE HIGHEST
 FD1516'POINT IN THE VICINITY AND THE STATION AS DESCRIBED.
 FD1516'
 FD1516'REFERENCE MARK 3 IS 18 FEET EAST OF THE 8 INCH PINE TREE AND 1 FOOT
 FD1516'WEST OF A METAL WITNESS POST.  THE DISK IS STAMPED---KINCADE 1934 NO
 FD1516'3 1979---AND PROJECTS 2 INCHES.
 FD1516'
 FD1516'REFERENCE MARK 4 IS 1 FOOT NORTHEAST OF A METAL WITNESS POST, 6
 FD1516'FEET SOUTH OF THE 12 INCH PINE TREE AND 4 FEET SOUTHEAST OF A 10
 FD1516'INCH PINE TREE.  THE DISK IS STAMPED---KINCADE 1934 NO 4 1979---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1517 ***********************************************************************
 FD1517  DESIGNATION -  KINCADE 2
 FD1517  PID         -  FD1517
 FD1517  STATE/COUNTY-  TN/MAURY
 FD1517  USGS QUAD   -  GREENFIELD BEND (1979)
 FD1517
 FD1517                         *CURRENT SURVEY CONTROL
 FD1517  ___________________________________________________________________
 FD1517* NAD 83(1995)-  35 39 58.91006(N)    087 19 09.43322(W)     ADJUSTED  
 FD1517* NAVD 88     -       291.5    (meters)     956.     (feet)  VERTCON   
 FD1517  ___________________________________________________________________
 FD1517  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FD1517  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FD1517
 FD1517  HORZ ORDER  -  FIRST
 FD1517
 FD1517.The horizontal coordinates were established by classical geodetic methods
 FD1517.and adjusted by the National Geodetic Survey in April 1999..
 FD1517
 FD1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1517
 FD1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1517
 FD1517.The geoid height was determined by GEOID03.
 FD1517
 FD1517;                    North         East     Units Scale Factor Converg.
 FD1517;SPC TN       -   148,703.469   480,558.477   MT  0.99995266   -0 46 20.5
 FD1517;SPC TN       -   487,871.30  1,576,632.27   sFT  0.99995266   -0 46 20.5
 FD1517;UTM  16      - 3,946,991.310   471,102.653   MT  0.99961029   -0 11 10.2
 FD1517
 FD1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1517!SPC TN       -   0.99995867  x   0.99995266  =   0.99991133
 FD1517!UTM  16      -   0.99995867  x   0.99961029  =   0.99956897
 FD1517
 FD1517:                Primary Azimuth Mark                     Grid Az
 FD1517:SPC TN       -  KINCADE AZ MK                            005 47 08.3
 FD1517:UTM  16      -  KINCADE AZ MK                            005 11 58.0
 FD1517
 FD1517|---------------------------------------------------------------------|
 FD1517| PID    Reference Object                     Distance      Geod. Az  |
 FD1517|                                                           dddmmss.s |
 FD1517| CG6687 KINCADE AZ MK                                      0050047.8 |
 FD1517| FD1508 STEVENS                             APPROX.16.2 KM 0294013.4 |
 FD1517| FD1516 KINCADE                             100.781 METERS 06705     |
 FD1517| CG6693 KINCADE 2 RM 3                       20.042 METERS 24808     |
 FD1517| CG6694 KINCADE 2 RM 4                       24.095 METERS 33432     |
 FD1517|---------------------------------------------------------------------|
 FD1517
 FD1517                          SUPERSEDED SURVEY CONTROL
 FD1517
 FD1517  NAD 83(1995)-  35 39 58.91205(N)    087 19 09.43491(W) AD(       ) 1
 FD1517  NAD 83(1986)-  35 39 58.92099(N)    087 19 09.43526(W) AD(       ) 1
 FD1517  NAD 27      -  35 39 58.66564(N)    087 19 09.39461(W) AD(       ) 1
 FD1517  NGVD 29 (07/19/86)  291.5    (m)          956.     (f) VERT ANG       
 FD1517
 FD1517.Superseded values are not recommended for survey control.
 FD1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1517.See file dsdata.txt to determine how the superseded data were derived.
 FD1517
 FD1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7110346991(NAD 83)
 FD1517_MARKER: DS = TRIANGULATION STATION DISK
 FD1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1517_STAMPING: KINCADE 2 1970
 FD1517_MARK LOGO: CGS   
 FD1517
 FD1517  HISTORY     - Date     Condition        Report By
 FD1517  HISTORY     - 1970     MONUMENTED       CGS
 FD1517
 FD1517                          STATION DESCRIPTION
 FD1517
 FD1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 FD1517'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF
 FD1517'WILLIAMSPORT, 5 MILES NORTH-NORTHWEST OF HAMPSHIRE AND ON
 FD1517'PROPERTY OWNED BY THE NATCHEZ TRACE PARKWAY.
 FD1517'
 FD1517'TO REACH THE STATION FROM THE POST OFFICE IN HAMPSHIRE,
 FD1517'GO WESTERLY ON STATE HIGHWAY 99 FOR 0.3 MILE TO A FORK.  KEEP
 FD1517'RIGHT FORK AND GO WEST ON PAVED ROAD FOR 0.85 MILE TO A
 FD1517'FORK.  KEEP LEFT FORK WESTERLY 1.4 MILES TO A SIDE ROAD ON THE
 FD1517'LEFT.  CONTINUE NORTHERLY FOR 1.8 MILES TO A SIDE ROAD ON THE
 FD1517'LEFT.  TURN LEFT, CROSSING A BRIDGE AND GO WESTERLY FOR 1.0
 FD1517'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 2.0
 FD1517'MILES TO A REVERSE Y-FORK.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE
 FD1517'TO A DIM SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 FD1517'WESTERLY FOR 0.1 MILE TO A DIM ROAD ON THE RIGHT.  TURN RIGHT
 FD1517'AND GO APPROXIMATELY 150 FEET TO THE STATION ON THE
 FD1517'LEFT.
 FD1517'
 FD1517'THE STATION MARK IS A STANDARD DISK, STAMPED KINCADE 2 1970,
 FD1517'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 FD1517'4-INCHES.  IT IS 67 FEET WEST OF THE WEST EDGE OF A CULTIVATED
 FD1517'FIELD, 54 FEET EAST OF A 24 INCH OAK TREE AND 4.5 FEET
 FD1517'EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1517'
 FD1517'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KINCADE 2 NO 3
 FD1517'1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FD1517'PROJECTS 4-INCHES.  IT IS 53 FEET NORTHWEST OF A 20-INCH OAK
 FD1517'TREE, 51.5 FEET SOUTHWEST OF THE METAL WITNESS POST WITH SIGN
 FD1517'AND 37 FEET NORTHEAST OF A DIM FIELD ROAD.
 FD1517'
 FD1517'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED KINCADE 2 NO 4
 FD1517'1970, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 FD1517'PROJECTS 2-INCHES.  IT IS 77 FEET NORTHWEST OF THE METAL
 FD1517'WITNESS POST WITH SIGN AND 46 FEET NORTH OF A 24-INCH OAK TREE.
 FD1517'
 FD1517'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 FD1517'KINCADE AZIMUTH 1934, SET IN THE TOP OF A 12-INCH ROUND
 FD1517'CONCRETE MONUMENT THAT PROJECTS 2-INCHES.  IT IS 12 FEET
 FD1517'SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1.5 FEET NORTH
 FD1517'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FD1517'
 FD1517'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.1 MILE
 FD1517'TO THE GRAVELED ROAD.  TURN LEFT AND GO NORTHERLY FOR 0.2 MILE
 FD1517'TO A FORK.  TAKE LEFT FORK AND WESTERLY FOR 0.15 MILE TO A
 FD1517'FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE
 FD1517'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2112 ***********************************************************************
 GA2112  DESIGNATION -  KINCAID
 GA2112  PID         -  GA2112
 GA2112  STATE/COUNTY-  TN/GRAINGER
 GA2112  USGS QUAD   -  AVONDALE (1979)
 GA2112
 GA2112                         *CURRENT SURVEY CONTROL
 GA2112  ___________________________________________________________________
 GA2112* NAD 83(1995)-  36 21 36.07692(N)    083 25 05.24356(W)     ADJUSTED  
 GA2112* NAVD 88     -       428.168  (meters)    1404.75   (feet)  ADJUSTED  
 GA2112  ___________________________________________________________________
 GA2112  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GA2112  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2112  DYNAMIC HT  -         427.777 (meters)    1403.46  (feet)  COMP
 GA2112  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2112
 GA2112  HORZ ORDER  -  SECOND
 GA2112  VERT ORDER  -  SECOND    CLASS 0
 GA2112
 GA2112.The horizontal coordinates were established by classical geodetic methods
 GA2112.and adjusted by the National Geodetic Survey in April 1999..
 GA2112
 GA2112.The orthometric height was determined by differential leveling
 GA2112.and adjusted by the National Geodetic Survey in June 1991..
 GA2112
 GA2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2112
 GA2112.The geoid height was determined by GEOID03.
 GA2112
 GA2112.The dynamic height is computed by dividing the NAVD 88
 GA2112.geopotential number by the normal gravity value computed on the
 GA2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2112.degrees latitude (g = 980.6199 gals.).
 GA2112
 GA2112.The modeled gravity was interpolated from observed gravity values.
 GA2112
 GA2112;                    North         East     Units Scale Factor Converg.
 GA2112;SPC TN       -   227,919.428   831,699.750   MT  0.99999044   +1 30 41.5
 GA2112;SPC TN       -   747,765.66  2,728,668.26   sFT  0.99999044   +1 30 41.5
 GA2112;UTM  17      - 4,026,596.558   283,035.894   MT  1.00018002   -1 26 03.0
 GA2112
 GA2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2112!SPC TN       -   0.99993766  x   0.99999044  =   0.99992810
 GA2112!UTM  17      -   0.99993766  x   1.00018002  =   1.00011767
 GA2112
 GA2112|---------------------------------------------------------------------|
 GA2112| PID    Reference Object                     Distance      Geod. Az  |
 GA2112|                                                           dddmmss.s |
 GA2112| GA2111 KINCAID RM 1                         22.924 METERS 08433     |
 GA2112| DB9549 KINCAID AZ MK                                      1891703.6 |
 GA2112| GA3524 TS 1W                               APPROX. 2.2 KM 2902159.8 |
 GA2112| GA2113 KINCAID RM 2                         14.880 METERS 31614     |
 GA2112|---------------------------------------------------------------------|
 GA2112
 GA2112                          SUPERSEDED SURVEY CONTROL
 GA2112
 GA2112  NAD 83(1995)-  36 21 36.08025(N)    083 25 05.24676(W) AD(       ) 2
 GA2112  NAD 83(1995)-  36 21 36.08331(N)    083 25 05.23909(W) AD(       ) 2
 GA2112  NAD 83(1995)-  36 21 36.08406(N)    083 25 05.24605(W) AD(       ) 2
 GA2112  NAD 83(1986)-  36 21 36.08617(N)    083 25 05.24593(W) AD(       ) 2
 GA2112  NAD 27      -  36 21 35.76777(N)    083 25 05.60926(W) AD(       ) 2
 GA2112  NGVD 29 (??/??/92)  428.287  (m)         1405.14   (f) ADJ UNCH    2 0
 GA2112
 GA2112.Superseded values are not recommended for survey control.
 GA2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2112.See file dsdata.txt to determine how the superseded data were derived.
 GA2112
 GA2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8303626597(NAD 83)
 GA2112_MARKER: DD = SURVEY DISK
 GA2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2112_STAMPING: KINCAID 1963
 GA2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2112+STABILITY: SURFACE MOTION
 GA2112
 GA2112  HISTORY     - Date     Condition        Report By
 GA2112  HISTORY     - 1963     MONUMENTED       TNHD
 GA2112  HISTORY     - 1963     GOOD             TNGS
 GA2112
 GA2112                          STATION DESCRIPTION
 GA2112
 GA2112'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2112'THE STATION IS LOCATED ON THE PROPERTY OF MRS. FRANK KINCAID JUST
 GA2112'NORTH OF THE SMALL
 GA2112'COMMUNITY OF THORN HILL.
 GA2112'
 GA2112'TO REACH THE STATION FROM THE POST OFFICE IN THORN HILL, GO
 GA2112'NORTHWESTERLY ON U.  S.
 GA2112'HIGHWAY 25E FOR 0.1 MILE TO A GRAVELED DRIVE ON THE RIGHT,
 GA2112'TURN RIGHT PASSING THROUGH
 GA2112'A CATTLE GUARD AND GO NORTHEASTERLY FOR
 GA2112'0.15 MILE TO A GARAGE AND A GAP ON THE LEFT.
 GA2112'TURN LEFT THROUGH THIS
 GA2112'GAP AND GO WESTERLY ACROSS SMALL PASTURE FOR 0.05 MILE TO
 GA2112'STATION ON THE
 GA2112'SOUTH SIDE OF A LOW KNOLL.
 GA2112'
 GA2112'THE STATION IS ABOUT 135 FEET NORTHWEST OF A GRAVELED DRIVE AND 57
 GA2112'FEET WEST OF THE A 20-INCH
 GA2112'HICKORY TREE.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA2112'STANDARD TENNESSEE HIGHWAY
 GA2112'DEPARTMENT DISKS AND ARE STAMPED KINCAID
 GA2112'1963.  THE UNDERGROUND MARK IS ABOUT 30
 GA2112'INCHES BELOW THE SURFACE.
 GA2112'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA2112'CONCRETE
 GA2112'MONUMENT.
 GA2112'
 GA2112'REFERENCE MARK NO. 1 IS ABOUT 180 FEET NORTHWEST OF A GRAVELED DRIVE
 GA2112'AND 93 FEET SOUTHWEST OF
 GA2112'THE SOUTHWEST CORNER OF A SMALL FARM SHED.  IT IS A
 GA2112'STANDARD TENNESSEE HIGHWAY
 GA2112'DEPARTMENT DISK CEMENTED IN A DRILL HOLE
 GA2112'IN OUTCROPPING BEDROCK AND THE DISK IS
 GA2112'STAMPED KINCAID RM-1 1963.
 GA2112'
 GA2112'REFERENCE MARK NO. 2 IS 71 FEET SOUTHWEST OF A 36-INCH LOCUST TREE,
 GA2112'53 FEET SOUTHEAST OF A
 GA2112'FENCE AND 15 FEET NORTHEAST OF A 20-INCH HICKORY TREE.
 GA2112'IT IS A STANDARD TENNESSEE
 GA2112'HIGHWAY DEPARTMENT DISK CEMENTED IN A
 GA2112'DRILL HOLE IN OUTCROPPING BEDROCK AND THE
 GA2112'DISK IS STAMPED KINCAID
 GA2112'RM-2 1963.
 GA2112'
 GA2112'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GA2112'THE GRAVELED DRIVE OF A
 GA2112'CHURCH AND 13 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GA2112'STATE ROUTE 131.  IT IS A
 GA2112'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2112'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2112'MONUMENT AND THE DISK IS
 GA2112'STAMPED KINCAID AZI 1963.
 GA2112'
 GA2112'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U. S. HIGHWAY 25E AND
 GA2112'STATE ROUTE 131 IN
 GA2112'THORN HILL, GO WEST ON STATE ROUTE 131 FOR 0.1 MILE TO
 GA2112'THE MARK ON THE RIGHT AS
 GA2112'DESCRIBED.
 GA2112'
 GA2112'ALL OBSERVATIONS WERE MADE FROM A 37 FOOT STEEL TOWER.
 GA2112
 GA2112                          STATION RECOVERY (1963)
 GA2112
 GA2112'RECOVERY NOTE BY TENNESSEE GEODETIC SURVEY 1963
 GA2112'AT THORN HILL.
 GA2112'FROM THE POST OFFICE IN THORN HILL, GO NORTHWEST ON U.S. HIGHWAY
 GA2112'25E FOR 0.1 MILE TO A GRAVELED ROAD ON THE RIGHT LEADING INTO
 GA2112'THE FARM HOME OF MRS. FRANK KINCAID.  TURN RIGHT PASSING THROUGH
 GA2112'A CATTLE GUARD AND GO NORTHEAST ON THE GRAVELED FARM ROAD FOR
 GA2112'0.15 MILE TO A GARAGE AND A WIRE GAP ON THE LEFT.  TURN LEFT
 GA2112'THROUGH THE WIRE GAP AND GO WEST ACROSS A SMALL PASTURE FOR
 GA2112'0.05 MILE TO THE STATION ON THE SOUTH SIDE OF A LOW KNOLL.
 GA2112'THE STATION IS ABOUT 135 FEET NORTHWEST OF A GRAVELED DRIVE
 GA2112'AND 57 FEET WEST OF A 20-INCH HICKORY TREE.  THE MARK IS A STANDARD
 GA2112'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2112'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2111 ***********************************************************************
 GA2111  DESIGNATION -  KINCAID RM 1
 GA2111  PID         -  GA2111
 GA2111  STATE/COUNTY-  TN/GRAINGER
 GA2111  USGS QUAD   -  AVONDALE (1979)
 GA2111
 GA2111                         *CURRENT SURVEY CONTROL
 GA2111  ___________________________________________________________________
 GA2111* NAD 83(1986)-  36 21 35.     (N)    083 25 06.     (W)     SCALED    
 GA2111* NAVD 88     -       429.325  (meters)    1408.54   (feet)  ADJUSTED  
 GA2111  ___________________________________________________________________
 GA2111  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2111  DYNAMIC HT  -         428.933 (meters)    1407.26  (feet)  COMP
 GA2111  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2111
 GA2111  VERT ORDER  -  SECOND    CLASS 0
 GA2111
 GA2111.The horizontal coordinates were scaled from a topographic map and have
 GA2111.an estimated accuracy of +/- 6 seconds.
 GA2111
 GA2111.The orthometric height was determined by differential leveling
 GA2111.and adjusted by the National Geodetic Survey in June 1991..
 GA2111
 GA2111.The geoid height was determined by GEOID03.
 GA2111
 GA2111.The dynamic height is computed by dividing the NAVD 88
 GA2111.geopotential number by the normal gravity value computed on the
 GA2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2111.degrees latitude (g = 980.6199 gals.).
 GA2111
 GA2111.The modeled gravity was interpolated from observed gravity values.
 GA2111
 GA2111;                    North         East    Units  Estimated Accuracy
 GA2111;SPC TN       -   227,890.      831,680.      MT  (+/- 180 meters Scaled)
 GA2111
 GA2111                          SUPERSEDED SURVEY CONTROL
 GA2111
 GA2111  NGVD 29 (??/??/92)  429.444  (m)         1408.93   (f) ADJ UNCH    2 0
 GA2111
 GA2111.Superseded values are not recommended for survey control.
 GA2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2111.See file dsdata.txt to determine how the superseded data were derived.
 GA2111
 GA2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA830265(NAD 83)
 GA2111_MARKER: DD = SURVEY DISK
 GA2111_SETTING: 66 = SET IN ROCK OUTCROP
 GA2111_SP_SET: BEDROCK
 GA2111_STAMPING: KINCAID RM-1 1963
 GA2111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2111+STABILITY: POSITION/ELEVATION WELL
 GA2111
 GA2111  HISTORY     - Date     Condition        Report By
 GA2111  HISTORY     - 1963     MONUMENTED       TNHD
 GA2111
 GA2111                          STATION DESCRIPTION
 GA2111
 GA2111'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2111'AT THORN HILL.
 GA2111'THE MARK IS LOCATED AT THE KINCAID 1963 STATION SITE, 180 FEET
 GA2111'NORTHWEST OF A GRAVELED DRIVE, 75 FEET EAST OF THE STATION
 GA2111'AND 93 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FARM
 GA2111'SHED.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2111'CEMENTED IN A DRILLED HOLE IN OUT-CROPPING BEDROCK.  NOTE--
 GA2111'FOR DESCR. SEE KINCAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2113 ***********************************************************************
 GA2113  DESIGNATION -  KINCAID RM 2
 GA2113  PID         -  GA2113
 GA2113  STATE/COUNTY-  TN/GRAINGER
 GA2113  USGS QUAD   -  AVONDALE (1979)
 GA2113
 GA2113                         *CURRENT SURVEY CONTROL
 GA2113  ___________________________________________________________________
 GA2113* NAD 83(1986)-  36 21 35.     (N)    083 25 06.     (W)     SCALED    
 GA2113* NAVD 88     -       428.283  (meters)    1405.13   (feet)  ADJUSTED  
 GA2113  ___________________________________________________________________
 GA2113  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA2113  DYNAMIC HT  -         427.891 (meters)    1403.84  (feet)  COMP
 GA2113  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 GA2113
 GA2113  VERT ORDER  -  SECOND    CLASS 0
 GA2113
 GA2113.The horizontal coordinates were scaled from a topographic map and have
 GA2113.an estimated accuracy of +/- 6 seconds.
 GA2113
 GA2113.The orthometric height was determined by differential leveling
 GA2113.and adjusted by the National Geodetic Survey in June 1991..
 GA2113
 GA2113.The geoid height was determined by GEOID03.
 GA2113
 GA2113.The dynamic height is computed by dividing the NAVD 88
 GA2113.geopotential number by the normal gravity value computed on the
 GA2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2113.degrees latitude (g = 980.6199 gals.).
 GA2113
 GA2113.The modeled gravity was interpolated from observed gravity values.
 GA2113
 GA2113;                    North         East    Units  Estimated Accuracy
 GA2113;SPC TN       -   227,890.      831,680.      MT  (+/- 180 meters Scaled)
 GA2113
 GA2113                          SUPERSEDED SURVEY CONTROL
 GA2113
 GA2113  NGVD 29 (??/??/92)  428.402  (m)         1405.52   (f) ADJ UNCH    2 0
 GA2113
 GA2113.Superseded values are not recommended for survey control.
 GA2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2113.See file dsdata.txt to determine how the superseded data were derived.
 GA2113
 GA2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA830265(NAD 83)
 GA2113_MARKER: DD = SURVEY DISK
 GA2113_SETTING: 66 = SET IN ROCK OUTCROP
 GA2113_SP_SET: BEDROCK OUTCROP
 GA2113_STAMPING: KINCAID RM-2 1963
 GA2113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2113+STABILITY: POSITION/ELEVATION WELL
 GA2113
 GA2113  HISTORY     - Date     Condition        Report By
 GA2113  HISTORY     - 1963     MONUMENTED       TNHD
 GA2113
 GA2113                          STATION DESCRIPTION
 GA2113
 GA2113'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA2113'AT THORN HILL.
 GA2113'THE MARK IS LOCATED AT THE KINCAID 1963 STATION SITE, 71 FEET
 GA2113'SOUTHWEST OF A 36-INCH LOCUST TREE, 49 FEET NORTHWEST OF
 GA2113'STATION, 53 FEET SOUTHEAST OF A FENCE AND 15 FEET NORTHEAST OF
 GA2113'A 20-INCH HICKORY TREE.  THE MARK IS A STANDARD TENNESSEE
 GA2113'HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 GA2113'BEDROCK.  NOTE-- FOR DESCR. SEE STATION KINCAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1694 ***********************************************************************
 GC1694  DESIGNATION -  KING
 GC1694  PID         -  GC1694
 GC1694  STATE/COUNTY-  TN/HUMPHREYS
 GC1694  USGS QUAD   -  WAVERLY (1987)
 GC1694
 GC1694                         *CURRENT SURVEY CONTROL
 GC1694  ___________________________________________________________________
 GC1694* NAD 83(1986)-  36 04 44.     (N)    087 50 33.     (W)     SCALED    
 GC1694* NAVD 88     -       140.779  (meters)     461.87   (feet)  ADJUSTED  
 GC1694  ___________________________________________________________________
 GC1694  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1694  DYNAMIC HT  -         140.658 (meters)     461.48  (feet)  COMP
 GC1694  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GC1694
 GC1694  VERT ORDER  -  SECOND    CLASS 0
 GC1694
 GC1694.The horizontal coordinates were scaled from a topographic map and have
 GC1694.an estimated accuracy of +/- 6 seconds.
 GC1694
 GC1694.The orthometric height was determined by differential leveling
 GC1694.and adjusted by the National Geodetic Survey in June 1991..
 GC1694
 GC1694.The geoid height was determined by GEOID03.
 GC1694
 GC1694.The dynamic height is computed by dividing the NAVD 88
 GC1694.geopotential number by the normal gravity value computed on the
 GC1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1694.degrees latitude (g = 980.6199 gals.).
 GC1694
 GC1694.The modeled gravity was interpolated from observed gravity values.
 GC1694
 GC1694;                    North         East    Units  Estimated Accuracy
 GC1694;SPC TN       -   195,230.      434,060.      MT  (+/- 180 meters Scaled)
 GC1694
 GC1694                          SUPERSEDED SURVEY CONTROL
 GC1694
 GC1694  NGVD 29 (??/??/??)  140.81   (m)          462.0    (f) RESET       3  
 GC1694
 GC1694.Superseded values are not recommended for survey control.
 GC1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1694.See file dsdata.txt to determine how the superseded data were derived.
 GC1694
 GC1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE241930(NAD 83)
 GC1694_MARKER: DD = SURVEY DISK
 GC1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1694_STAMPING: KING 1961
 GC1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1694+STABILITY: SURFACE MOTION
 GC1694
 GC1694  HISTORY     - Date     Condition        Report By
 GC1694  HISTORY     - 1961     MONUMENTED       TNHD
 GC1694
 GC1694                          STATION DESCRIPTION
 GC1694
 GC1694'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1694'2.5 MI SW FROM WAVERLY.
 GC1694'FROM THE NORTHEAST CORNER OF THE HUMPHREYS COUNTY COURTHOUSE IN
 GC1694'WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 2.7 MILES TO THE STATION
 GC1694'ON THE LEFT AS DESCRIBED.  THE STATION IS 32 FEET SOUTH OF THE
 GC1694'APPROXIMATE CENTER OF U.S. HIGHWAY 70, 31 FEET EAST OF A
 GC1694'TELEPHONE POLE AND 2.0 FEET NORTH OF A WITNESS POST.  THE DISK
 GC1694'IS SET IN A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0441 ***********************************************************************
 FD0441  DESIGNATION -  KING
 FD0441  PID         -  FD0441
 FD0441  STATE/COUNTY-  TN/GILES
 FD0441  USGS QUAD   -  ELKTON (1982)
 FD0441
 FD0441                         *CURRENT SURVEY CONTROL
 FD0441  ___________________________________________________________________
 FD0441* NAD 83(1995)-  35 05 20.40614(N)    086 53 09.84329(W)     ADJUSTED  
 FD0441* NAVD 88     -       256.269  (meters)     840.78   (feet)  ADJUSTED  
 FD0441  ___________________________________________________________________
 FD0441  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FD0441  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0441  DYNAMIC HT  -         256.031 (meters)     840.00  (feet)  COMP
 FD0441  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0441
 FD0441  HORZ ORDER  -  SECOND
 FD0441  VERT ORDER  -  SECOND    CLASS 0
 FD0441
 FD0441.The horizontal coordinates were established by classical geodetic methods
 FD0441.and adjusted by the National Geodetic Survey in April 1999..
 FD0441
 FD0441.The orthometric height was determined by differential leveling
 FD0441.and adjusted by the National Geodetic Survey in June 1991..
 FD0441
 FD0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0441
 FD0441.The geoid height was determined by GEOID03.
 FD0441
 FD0441.The dynamic height is computed by dividing the NAVD 88
 FD0441.geopotential number by the normal gravity value computed on the
 FD0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0441.degrees latitude (g = 980.6199 gals.).
 FD0441
 FD0441.The modeled gravity was interpolated from observed gravity values.
 FD0441
 FD0441;                    North         East     Units Scale Factor Converg.
 FD0441;SPC TN       -    84,208.302   519,198.687   MT  1.00003231   -0 31 07.5
 FD0441;SPC TN       -   276,273.40  1,703,404.36   sFT  1.00003231   -0 31 07.5
 FD0441;UTM  16      - 3,882,919.023   510,385.254   MT  0.99960133   +0 03 55.8
 FD0441
 FD0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0441!SPC TN       -   0.99996411  x   1.00003231  =   0.99999642
 FD0441!UTM  16      -   0.99996411  x   0.99960133  =   0.99956546
 FD0441
 FD0441:                Primary Azimuth Mark                     Grid Az
 FD0441:SPC TN       -  ARDMORE MUNICIPAL TANK                   159 56 10.5
 FD0441:UTM  16      -  ARDMORE MUNICIPAL TANK                   159 21 07.2
 FD0441
 FD0441|---------------------------------------------------------------------|
 FD0441| PID    Reference Object                     Distance      Geod. Az  |
 FD0441|                                                           dddmmss.s |
 FD0441| EF1490 ARDMORE MUNICIPAL TANK              APPROX.11.4 KM 1592503.0 |
 FD0441| FD0442 KING RM 1                            23.784 METERS 24039     |
 FD0441| CG6695 KING AZ MK                                         3143043.0 |
 FD0441| FD0443 KING RM 2                            29.541 METERS 32544     |
 FD0441|---------------------------------------------------------------------|
 FD0441
 FD0441                          SUPERSEDED SURVEY CONTROL
 FD0441
 FD0441  NAD 83(1995)-  35 05 20.40757(N)    086 53 09.84328(W) AD(       ) 2
 FD0441  NAD 83(1995)-  35 05 20.41075(N)    086 53 09.84660(W) AD(       ) 2
 FD0441  NAD 83(1986)-  35 05 20.41410(N)    086 53 09.84482(W) AD(       ) 2
 FD0441  NAD 27      -  35 05 20.12060(N)    086 53 09.83400(W) AD(       ) 2
 FD0441  NGVD 29 (??/??/92)  256.241  (m)          840.68   (f) ADJ UNCH    2 0
 FD0441
 FD0441.Superseded values are not recommended for survey control.
 FD0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0441.See file dsdata.txt to determine how the superseded data were derived.
 FD0441
 FD0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1038582919(NAD 83)
 FD0441_MARKER: DE = TRAVERSE STATION DISK
 FD0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0441_STAMPING: KING 1960
 FD0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0441+STABILITY: SURFACE MOTION
 FD0441
 FD0441  HISTORY     - Date     Condition        Report By
 FD0441  HISTORY     - 1960     MONUMENTED       CGS
 FD0441  HISTORY     - 1960     GOOD             CGS
 FD0441
 FD0441                          STATION DESCRIPTION
 FD0441
 FD0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0441'THE STATION IS LOCATED ON THE PROPERTY OF MRS M G ANDERSON, ABOUT 11
 FD0441'MILES SOUTHEAST OF
 FD0441'PULASKI, AND ABOUT 2.5 MILES NORTH OF ELKTON.
 FD0441'
 FD0441'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO SOUTHERLY ON
 FD0441'A HARD SURFACE ROAD FOR
 FD0441'0.3 MILE TO U S HIGHWAY 31.  TURN RIGHT, AND GO
 FD0441'NORTHWEST ON U S HIGHWAY 31 FOR
 FD0441'1.05 MILES TO A SIDE ROAD RIGHT.
 FD0441'TURN RIGHT, AND GO NORTHEAST ON A HARD SURFACE
 FD0441'ROAD FOR 2.2 MILES TO
 FD0441'A SIDE ROAD LEFT.  TURN LEFT, AND GO NORTH AND WEST ON A GRAVELED
 FD0441'ROAD FOR 1.05
 FD0441'MILES TO A DRIVEWAY AND A GATE ON THE LEFT*.  TURN
 FD0441'LEFT, SOUTH, PASS THROUGH GATE
 FD0441'INTO FARM YARD, AND END OF TRUCK
 FD0441'TRAVEL.  PACK SOUTH, ABOUT 0.15 MILE TO THE
 FD0441'SUMMIT OF A WOODED HILL
 FD0441'AND THE STATION.
 FD0441'
 FD0441'*TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, GO WEST, ON A GRAVELED
 FD0441'ROAD FOR 0.35 MILE TO THE
 FD0441'AZIMUTH MARK ON THE LEFT.
 FD0441'
 FD0441'THE STATION MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0441'STAMPED KING 1960, AND SET
 FD0441'FLUSH.  IT IS 24 FEET WEST OF A 30-INCH TREE, 2.9 FEET
 FD0441'SOUTHEAST OF A WITNESS SIGN, AND
 FD0441'SET ON ABOUT THE HIGHEST PART OF
 FD0441'HILL.
 FD0441'
 FD0441'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0441'STAMPED KING NO 1 1960,
 FD0441'AND SET FLUSH.  IT IS 22 FEET NORTHEAST OF A 14-INCH
 FD0441'TREE, ABOUT 4 FEET LOWER THAN THE
 FD0441'STATION MARK, AND SET ON THE
 FD0441'SOUTHWEST SLOPE OF HILL.
 FD0441'
 FD0441'REFERENCE MARK NO 2 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 FD0441'OUTCROPPING BEDROCK, STAMPED
 FD0441'KING NO 2 1960, AND SET FLUSH.  IT IS 7 FEET SOUTH
 FD0441'OF A 12-INCH TREE, ABOUT 5 FEET
 FD0441'LOWER THAN THE STATION MARK, AND SET
 FD0441'ON THE NORTHWEST SLOPE OF HILL.
 FD0441'
 FD0441'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0441'STAMPED KING 1960, AND SET
 FD0441'FLUSH.  IT IS 23 FEET SOUTH OF THE CENTER OF A GRAVELED
 FD0441'ROAD, 3 FEET SOUTH OF A WIRE
 FD0441'FENCE, AND 2.0 FEET WEST OF A WITNESS
 FD0441'SIGN.
 FD0441
 FD0441                          STATION RECOVERY (1960)
 FD0441
 FD0441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0441'3.1 MI N FROM ELKTON.
 FD0441'FROM THE POST OFFICE IN ELKTON, GO 0.15 MILE EAST ON A PAVED
 FD0441'ROAD, THEN 0.15 MILE SOUTH ON A GRAVELED ROAD, THEN 0.3 MILE
 FD0441'EAST ON A GRAVELED ROAD, THEN 2.4 MILE NORTH ON INTERSTATE
 FD0441'HIGHWAY 65, THEN ABOUT 0.1 MILE WEST TO THE CREST OF A WOODED
 FD0441'HILL.  THE STATION MARK IS 24 FT. WEST OF A 30-INCH TREE, 2.9
 FD0441'FT. SOUTHEAST OF A WITNESS SIGN, AND SET ON ABOUT THE HIGHEST
 FD0441'PART OF THE HILL.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0441'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1805 ***********************************************************************
 FC1805  DESIGNATION -  KING
 FC1805  PID         -  FC1805
 FC1805  STATE/COUNTY-  TN/ROANE
 FC1805  USGS QUAD   -  HARRIMAN (1980)
 FC1805
 FC1805                         *CURRENT SURVEY CONTROL
 FC1805  ___________________________________________________________________
 FC1805* NAD 83(1995)-  35 53 08.03572(N)    084 32 13.80990(W)     ADJUSTED  
 FC1805* NAVD 88     -       336.0    (meters)    1102.     (feet)  VERTCON   
 FC1805  ___________________________________________________________________
 FC1805  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 FC1805  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC1805
 FC1805  HORZ ORDER  -  SECOND
 FC1805
 FC1805.The horizontal coordinates were established by classical geodetic methods
 FC1805.and adjusted by the National Geodetic Survey in April 1999..
 FC1805
 FC1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1805
 FC1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1805
 FC1805.The geoid height was determined by GEOID03.
 FC1805
 FC1805;                    North         East     Units Scale Factor Converg.
 FC1805;SPC TN       -   173,205.718   732,072.806   MT  0.99994880   +0 51 23.0
 FC1805;SPC TN       -   568,259.09  2,401,808.86   sFT  0.99994880   +0 51 23.0
 FC1805;UTM  16      - 3,974,057.809   722,310.904   MT  1.00020903   +1 26 39.2
 FC1805
 FC1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1805!SPC TN       -   0.99995202  x   0.99994880  =   0.99990082
 FC1805!UTM  16      -   0.99995202  x   1.00020903  =   1.00016104
 FC1805
 FC1805:                Primary Azimuth Mark                     Grid Az
 FC1805:SPC TN       -  KINGSTON POWER PLANT TANK                053 09 20.3
 FC1805:UTM  16      -  KINGSTON POWER PLANT TANK                052 34 04.1
 FC1805
 FC1805|---------------------------------------------------------------------|
 FC1805| PID    Reference Object                     Distance      Geod. Az  |
 FC1805|                                                           dddmmss.s |
 FC1805| FC1806 KINGSTON POWER PLANT TANK           APPROX. 2.6 KM 0540043.3 |
 FC1805| CZ4887 KING RM 2                            13.453 METERS 09157     |
 FC1805| CZ4886 KING RM 1                             7.605 METERS 18312     |
 FC1805|---------------------------------------------------------------------|
 FC1805
 FC1805                          SUPERSEDED SURVEY CONTROL
 FC1805
 FC1805  NAD 83(1995)-  35 53 08.04490(N)    084 32 13.80933(W) AD(       ) 2
 FC1805  NAD 83(1986)-  35 53 08.05045(N)    084 32 13.80739(W) AD(       ) 2
 FC1805  NAD 27      -  35 53 07.77870(N)    084 32 14.05930(W) AD(       ) 2
 FC1805  NGVD 29 (07/19/86)  336.1    (m)         1103.     (f) VERT ANG       
 FC1805
 FC1805.Superseded values are not recommended for survey control.
 FC1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1805.See file dsdata.txt to determine how the superseded data were derived.
 FC1805
 FC1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2231174058(NAD 83)
 FC1805_MARKER: DE = TRAVERSE STATION DISK
 FC1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1805
 FC1805  HISTORY     - Date     Condition        Report By
 FC1805  HISTORY     - 1960     MONUMENTED       CGS
 FC1805  HISTORY     - 1972     GOOD             TVA
 FC1805
 FC1805                          STATION DESCRIPTION
 FC1805
 FC1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1805'THE STATION IS LOCATED ON THE PROPERTY OF THE T.V.A., ABOUT 2 MILES
 FC1805'NORTHWEST OF KINGSTON, AND ABOUT 1.3 MILES SOUTHWEST OF THE
 FC1805'KINGSTON POWER PLANT.
 FC1805'
 FC1805'TO REACH THE STATION FROM THE NORTHWEST END OF THE WATTS BAR LAKE
 FC1805'BRIDGE WHICH IS ABOUT 1 MILE NORTHWEST OF KINGSTON, GO
 FC1805'WEST, ON U.S. HIGHWAY 70 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.
 FC1805'TURN LEFT, UP HILL, AND GO 0.7 MILE TO A REVERSE-Y AT
 FC1805'SIGN, KINGSTON HGT. TURN SHARP RIGHT, AND GO 0.15 MILE TO A T-ROAD ON
 FC1805'THE LEFT, CONTINUE ON THE HARD SURFACE ROAD AROUND THE LOOP
 FC1805'FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT. TURN RIGHT, AND GO ABOUT 30
 FC1805'YARDS TO THE TOP OF HILL AND THE STATION NEAR THE KINGSTON
 FC1805'AUX. POLICE OBSERVATION CONTROL STATION.
 FC1805'
 FC1805'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED KING 1960,
 FC1805'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB WHICH IS 7 FEET
 FC1805'SQUARE, AND SET FLUSH. IT IS 28 FEET NORTH OF THE NORTH EDGE OF A
 FC1805'CONCRETE WATER TANK, 19 FEET NORTH OF THE NORTHWEST LEG OF THE
 FC1805'OBSERVATION CONTROL TOWER, AND 5.7 FEET EAST OF A TRIANGULAR BLAZED
 FC1805'CREOSOTED POLE.
 FC1805'
 FC1805'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED KING NO 1 1960, SET
 FC1805'IN A CONCRETE MONUMENT, AND SET FLUSH. IT IS SET UNDER THE
 FC1805'KINGSTON AUX. POLICE OBSERVATION CONTROL STATION, 10 FEET WEST OF THE
 FC1805'WEST EDGE OF A CONCRETE WATER TANK, AND ABOUT 1 FOOT HIGHER THAN THE
 FC1805'STATION MARK.
 FC1805'
 FC1805'REFERENCE MARK NO. 2 IS A U.S. COAST AND GEODETIC AND STATE SURVEY
 FC1805'ELEVATION STATION DISK, STAMPED NO 1820, SET IN A 6-INCH SQUARE
 FC1805'CONCRETE MONUMENT, AND PROJECTS 7 INCHES. IT IS 3 FEET EAST OF A
 FC1805'POWER LINE POLE, AND 0.7 OF A FOOT EAST OF A WITNESS SIGN.
 FC1805'
 FC1805'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, THE KINGSTON,
 FC1805'POWER PLANT WATER TANK WILL SERVE AS THE AZIMUTH. SEE
 FC1805'DESCRIPTION THEREOF.
 FC1805'
 FC1805'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 FC1805
 FC1805                          STATION RECOVERY (1972)
 FC1805
 FC1805'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (WFT)
 FC1805'KING 1960 REPORTED IN GOOD CONDITION.
 FC1805'
 FC1805'DESCRIPTIONS GOOD.
 FC1805'
 FC1805'RM 1 1960 REPORTED IN GOOD CONDITION.
 FC1805'
 FC1805'DESCRIPTIONS GOOD.
 FC1805'
 FC1805'RM 2 1960 REPORTED IN GOOD CONDITION.
 FC1805'
 FC1805'DESCRIPTIONS GOOD.
 FC1805'
 FC1805'DISTANCE AND DIRECTION FROM NEAREST TOWN SW OF KINGSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2278 ***********************************************************************
 FE2278  DESIGNATION -  KING
 FE2278  PID         -  FE2278
 FE2278  STATE/COUNTY-  TN/HARDEMAN
 FE2278  USGS QUAD   -  MEDON (1981)
 FE2278
 FE2278                         *CURRENT SURVEY CONTROL
 FE2278  ___________________________________________________________________
 FE2278* NAD 83(1995)-  35 23 59.54811(N)    088 50 45.20590(W)     ADJUSTED  
 FE2278* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 FE2278  ___________________________________________________________________
 FE2278  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FE2278  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2278
 FE2278  HORZ ORDER  -  SECOND
 FE2278
 FE2278.The horizontal coordinates were established by classical geodetic methods
 FE2278.and adjusted by the National Geodetic Survey in April 1999..
 FE2278
 FE2278.The orthometric height was scaled from a topographic map.
 FE2278
 FE2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2278
 FE2278.The geoid height was determined by GEOID03.
 FE2278
 FE2278;                    North         East     Units Scale Factor Converg.
 FE2278;SPC TN       -   122,090.868   341,516.454   MT  0.99997693   -1 39 58.0
 FE2278;SPC TN       -   400,559.79  1,120,458.57   sFT  0.99997693   -1 39 58.0
 FE2278;UTM  16      - 3,918,953.579   332,373.356   MT  0.99994628   -1 04 10.3
 FE2278
 FE2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2278!SPC TN       -   0.99997710  x   0.99997693  =   0.99995403
 FE2278!UTM  16      -   0.99997710  x   0.99994628  =   0.99992339
 FE2278
 FE2278|---------------------------------------------------------------------|
 FE2278| PID    Reference Object                     Distance      Geod. Az  |
 FE2278|                                                           dddmmss.s |
 FE2278| CG3636 KING RM 1                            64.660 METERS 14609     |
 FE2278| FE2285 WILLOUGHBY                          APPROX. 9.7 KM 2224939.2 |
 FE2278| CG3637 KING RM 2                            82.814 METERS 28105     |
 FE2278| CG3635 KING AZ MK                                         3173352.5 |
 FE2278|---------------------------------------------------------------------|
 FE2278
 FE2278                          SUPERSEDED SURVEY CONTROL
 FE2278
 FE2278  NAD 83(1995)-  35 23 59.55437(N)    088 50 45.21054(W) AD(       ) 2
 FE2278  NAD 83(1986)-  35 23 59.55996(N)    088 50 45.20673(W) AD(       ) 2
 FE2278  NAD 27      -  35 23 59.27600(N)    088 50 44.99900(W) AD(       ) 2
 FE2278
 FE2278.Superseded values are not recommended for survey control.
 FE2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2278.See file dsdata.txt to determine how the superseded data were derived.
 FE2278
 FE2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3237318954(NAD 83)
 FE2278_MARKER: DS = TRIANGULATION STATION DISK
 FE2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2278
 FE2278  HISTORY     - Date     Condition        Report By
 FE2278  HISTORY     - 1934     MONUMENTED       CGS
 FE2278  HISTORY     - 1958     GOOD             CGS
 FE2278
 FE2278                          STATION DESCRIPTION
 FE2278
 FE2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2278'ABOUT 6 MILES NORTH OF SILERTON, ABOUT 2 MILES EAST OF STATE ROUTE
 FE2278'18, ABOUT 1 MILE EAST OF MADISON-HARDEMAN-CHESTER COUNTY CORNER,
 FE2278'AND ON PROPERTY OF C. E. (OR W. W.) KING. TO REACH FROM COURTHOUSE IN
 FE2278'BOLIVAR, FOLLOW ROUTE 18 NORTH 13.8 MILES, TURN RIGHT AT
 FE2278'CROSSROAD WHICH ENTERS HIGHWAY IN CUT AT EAST SIDE, FOLLOW THIS ROAD
 FE2278'0.7 MILE TO FORKS AND TURN RIGHT, AND KEEP TO MAIN ROAD OVER
 FE2278'SEVERAL WOODEN BRIDGES FOR 2.85 MILES TO HOME OF MR. KING ON RIGHT.
 FE2278'STATION IS DIRECTLY ACROSS ROAD FROM MR. KINGS HOME, IN SOUTHERN
 FE2278'END OF CLEARED FIELD, 12 YARDS NORTH OF CENTER LINE OF ROAD, AND 25
 FE2278'YARDS NORTH-NORTHEAST OF 14-INCH PECAN TREE. SURFACE AND UNDERGROUND
 FE2278'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FE2278'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FE2278'CONCRETE.  NO. 1 IS 4 YARDS SOUTH OF CENTER LINE OF ROAD,
 FE2278'12 YARDS SOUTH OF 10-INCH OAK TREE, AND 212.14 FEET FROM STATION.
 FE2278'NO. 2 IS 25 YARDS SOUTH OF CENTER LINE OF
 FE2278'ROAD, 14 YARDS SOUTH-SOUTHWEST OF 14-INCH OAK TREE, AND 271.70 FEET
 FE2278'FROM STATION.  AZIMUTH MARK IS 9 FEET SOUTH
 FE2278'OF CENTER LINE OF ROAD LEADING TO STATION, 2 FEET NORTH OF FENCE
 FE2278'LINE, 3 FEET NORTHWEST OF 6-INCH OAK TREE, AND 0.2 MILE FROM STATION.
 FE2278
 FE2278                          STATION RECOVERY (1958)
 FE2278
 FE2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2278'THE STATION MARK, REFERENCE MARK 1 AND 2, AND THE AZIMUTH MARK WERE
 FE2278'RECOVERED AND FOUND IN GOOD CONDITION. THE DISTANCES AND DIRECTIONS
 FE2278'TO ALL MARKS CHECKED. NONE OF THE REFERENCE POINTS CHECKED DUE TO
 FE2278'ROAD CONSTRUCTION AND CUTTING OF TREES. THE TO REACH TO THE AZIMUTH
 FE2278'MARK DID NOT CHECK DUE TO CONSTRUCTION OF NEW ROAD. A COMPLETE NEW
 FE2278'DESCRIPTION FOLLOWS.
 FE2278'
 FE2278'THE STATION IS ABOUT 6 MILES NORTH OF SILERTON, 4 MILES SOUTHEAST OF
 FE2278'MEDON AND 2 MILES EAST OF STATE HIGHWAY 18 ON THE PROPERTY OF MR.
 FE2278'W. W. KING. IT IS 36 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED
 FE2278'ROAD, 79 FEET EAST OF AN 18 INCH CEDAR TREE AND 14 FEET EAST OF A
 FE2278'WHITE WITNESS POST. THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS
 FE2278'STAMPED KING 1934.
 FE2278'
 FE2278'TO REACH THE STATION FROM THE MEDON BAPTIST CHURCH IN THE WESTERN
 FE2278'SECTION OF MEDON, GO SOUTHWEST ON STATE HIGHWAY 18 FOR 4.45 MILES TO
 FE2278'A GRAVELED CROSSROAD. CONTINUE SOUTHWEST ON HIGHWAY 18 FOR 1.75
 FE2278'MILES TO THE JUNCTION OF STATE HIGHWAY 100 AND 18. TURN SHARP TO
 FE2278'THE LEFT AND GO EASTERLY ON STATE HIGHWAY 100 FOR 4.1 MILES TO A
 FE2278'GRAVELED CROSSROAD JUST BEFORE REACHING THE SUMMIT OF A HIGH
 FE2278'HILL. TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.2 MILE TO A
 FE2278'FORK. TAKE THE LEFT FORK AND CONTINUE NORTHERLY ON THE MAIN
 FE2278'GRAVELED ROAD FOR 1.15 MILES TO A GRAVELED T-ROAD. TURN LEFT AND GO
 FE2278'WEST FOR 0.1 MILE TO A Y-FORK AND A CEMETERY ON THE LEFT. TAKE THE
 FE2278'RIGHT FORK AND GO NORTH FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 FE2278'
 FE2278'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 FE2278'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT, WEST SIDE OF THE ROAD.
 FE2278'
 FE2278'REFERENCE MARK 1 IS 41 FEET NORTH OF A 6 INCH CEDAR TREE, 15 FEET
 FE2278'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 FEET WEST OF A
 FE2278'POWER LINE POLE. THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 FE2278'STAMPED KING NO 1 1934.
 FE2278'
 FE2278'REFERENCE MARK 2 IS 84 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FE2278'GRAVELED ROAD, 92 FEET NORTHWEST OF A POWER LINE POLE AND 85 FEET
 FE2278'NORTHEAST OF A 14 INCH CEDAR TREE. THE MONUMENT PROJECTS 10 INCHES
 FE2278'AND THE DISK IS STAMPED KING NO 2 1934.
 FE2278'
 FE2278'THE AZIMUTH MARK IS 14 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE2278'ROAD, 10 FEET SOUTHEAST OF A 14 INCH OAK TREE, 3 FEET SOUTHEAST
 FE2278'OF A WHITE WITNESS POST AND 2 FEET NORTHEAST OF A FENCE LINE.  THE
 FE2278'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED KING 1934 AZI.
 FE2278'
 FE2278'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2616 ***********************************************************************
 GC2616  DESIGNATION -  KING
 GC2616  PID         -  GC2616
 GC2616  STATE/COUNTY-  TN/HUMPHREYS
 GC2616  USGS QUAD   -  WAVERLY (1987)
 GC2616
 GC2616                         *CURRENT SURVEY CONTROL
 GC2616  ___________________________________________________________________
 GC2616* NAD 83(1995)-  36 04 44.37276(N)    087 50 30.04634(W)     ADJUSTED  
 GC2616* NAVD 88     -       141.1    (meters)     463.     (feet)  VERTCON   
 GC2616  ___________________________________________________________________
 GC2616  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 GC2616  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC2616
 GC2616  HORZ ORDER  -  SECOND
 GC2616
 GC2616.The horizontal coordinates were established by classical geodetic methods
 GC2616.and adjusted by the National Geodetic Survey in April 1999..
 GC2616
 GC2616.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2616
 GC2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2616
 GC2616.The geoid height was determined by GEOID03.
 GC2616
 GC2616;                    North         East     Units Scale Factor Converg.
 GC2616;SPC TN       -   195,240.745   434,129.977   MT  0.99995751   -1 04 41.5
 GC2616;SPC TN       -   640,552.34  1,424,308.10   sFT  0.99995751   -1 04 41.5
 GC2616;UTM  16      - 3,993,037.742   424,216.305   MT  0.99967076   -0 29 44.5
 GC2616
 GC2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2616!SPC TN       -   0.99998236  x   0.99995751  =   0.99993987
 GC2616!UTM  16      -   0.99998236  x   0.99967076  =   0.99965313
 GC2616
 GC2616|---------------------------------------------------------------------|
 GC2616| PID    Reference Object                     Distance      Geod. Az  |
 GC2616|                                                           dddmmss.s |
 GC2616| GC1695 KING RM 1                            28.288 METERS 08639     |
 GC2616| CG6696 KING AZ MK                                         2582524.8 |
 GC2616| GC1696 KING RM 2                            32.431 METERS 26818     |
 GC2616|---------------------------------------------------------------------|
 GC2616
 GC2616                          SUPERSEDED SURVEY CONTROL
 GC2616
 GC2616  NAD 83(1995)-  36 04 44.37470(N)    087 50 30.05014(W) AD(       ) 2
 GC2616  NAD 83(1995)-  36 04 44.37498(N)    087 50 30.05215(W) AD(       ) 2
 GC2616  NAD 83(1986)-  36 04 44.38234(N)    087 50 30.04898(W) AD(       ) 2
 GC2616  NAD 27      -  36 04 44.16493(N)    087 50 29.95717(W) AD(       ) 2
 GC2616  NGVD 29 (07/19/86)  141.1    (m)          463.     (f) VERT ANG       
 GC2616
 GC2616.Superseded values are not recommended for survey control.
 GC2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2616.See file dsdata.txt to determine how the superseded data were derived.
 GC2616
 GC2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2421693038(NAD 83)
 GC2616_MARKER: DD = SURVEY DISK
 GC2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2616_STAMPING: KING 1961
 GC2616_MARK LOGO: TNHD  
 GC2616
 GC2616  HISTORY     - Date     Condition        Report By
 GC2616  HISTORY     - 1961     MONUMENTED       TNHD
 GC2616  HISTORY     - 1972     GOOD             LOCSUR
 GC2616
 GC2616                          STATION DESCRIPTION
 GC2616
 GC2616'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2616'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF WAVERLY.
 GC2616'
 GC2616'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE HUMPHREYS
 GC2616'COUNTY COURTHOUSE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 2.7
 GC2616'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2616'
 GC2616'THE STATION IS 32 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GC2616'HIGHWAY 70, 31 FEET EAST OF A TELEPHONE POLE AND 2.0 FEET NORTH
 GC2616'OF A WITNESS POST.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2616'TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED KING 1961.  THE
 GC2616'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GC2616'SURFACE STATION MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC2616'CONCRETE MONUMENT.
 GC2616'
 GC2616'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE APPROXIMATE CENTER
 GC2616'OF U.S. HIGHWAY 70.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC2616'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT,
 GC2616'AND THE DISK IS STAMPED KING RM-1 1961.
 GC2616'
 GC2616'REFERENCE MARK NO. 2 IS 76 FEET WEST OF A TELEPHONE POLE AND 24
 GC2616'FEET SOUTH OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 70.  THE
 GC2616'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2616'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC2616'STAMPED KING RM-2 1961.
 GC2616'
 GC2616'THE AZIMUTH MARK IS 102 FEET WEST OF A DRIVEWAY, 29 FEET SOUTH
 GC2616'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 70, 11 FEET NORTHEAST
 GC2616'OF A POWER POLE, AND 3.1 FEET NORTHEAST OF A WITNESS POST.  THE
 GC2616'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC2616'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC2616'STAMPED KING AZI 1961.
 GC2616'
 GC2616'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWESTERLY
 GC2616'ON U. S. HIGHWAY 70 FOR 0.3 MILE TO THE MARK ON THE LEFT AS
 GC2616'DESCRIBED.
 GC2616'
 GC2616'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GC2616
 GC2616                          STATION RECOVERY (1972)
 GC2616
 GC2616'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ETC)
 GC2616'ADD TO DESCR. OF KING TRIANGULATION STATION 83.1 S.W. TO POLE
 GC2616'NO. JT-6967A--31.2 FT W. TO TEL POLE.
 GC2616'
 GC2616'REFMK.  NO. 1 NOT FOUND - DESTROYED BY GRADING OF YARD.
 GC2616'
 GC2616'REF MK. NO. 2 GOOD
 GC2616'
 GC2616'AZ MK. - ADD TO DESCRIPTION - 15.4 FT N.E. POWER POLE 49.2 FT
 GC2616'S.W. OF MAILBOX POST OF MORRIS M. KING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1697 ***********************************************************************
 GC1697  DESIGNATION -  KING AZ MK
 GC1697  PID         -  GC1697
 GC1697  STATE/COUNTY-  TN/HUMPHREYS
 GC1697  USGS QUAD   -  WAVERLY (1987)
 GC1697
 GC1697                         *CURRENT SURVEY CONTROL
 GC1697  ___________________________________________________________________
 GC1697* NAD 83(1986)-  36 04 41.     (N)    087 50 49.     (W)     SCALED    
 GC1697* NAVD 88     -       140.804  (meters)     461.95   (feet)  ADJUSTED  
 GC1697  ___________________________________________________________________
 GC1697  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1697  DYNAMIC HT  -         140.683 (meters)     461.56  (feet)  COMP
 GC1697  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 GC1697
 GC1697  VERT ORDER  -  SECOND    CLASS 0
 GC1697
 GC1697.The horizontal coordinates were scaled from a topographic map and have
 GC1697.an estimated accuracy of +/- 6 seconds.
 GC1697
 GC1697.The orthometric height was determined by differential leveling
 GC1697.and adjusted by the National Geodetic Survey in June 1991..
 GC1697
 GC1697.The geoid height was determined by GEOID03.
 GC1697
 GC1697.The dynamic height is computed by dividing the NAVD 88
 GC1697.geopotential number by the normal gravity value computed on the
 GC1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1697.degrees latitude (g = 980.6199 gals.).
 GC1697
 GC1697.The modeled gravity was interpolated from observed gravity values.
 GC1697
 GC1697;                    North         East    Units  Estimated Accuracy
 GC1697;SPC TN       -   195,150.      433,650.      MT  (+/- 180 meters Scaled)
 GC1697
 GC1697                          SUPERSEDED SURVEY CONTROL
 GC1697
 GC1697  NGVD 29 (??/??/??)  140.86   (m)          462.1    (f) RESET       3  
 GC1697
 GC1697.Superseded values are not recommended for survey control.
 GC1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1697.See file dsdata.txt to determine how the superseded data were derived.
 GC1697
 GC1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE237929(NAD 83)
 GC1697_MARKER: DZ = AZIMUTH MARK DISK
 GC1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1697_STAMPING: KING AZI 1961
 GC1697_MARK LOGO: TNHD  
 GC1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1697+STABILITY: SURFACE MOTION
 GC1697
 GC1697  HISTORY     - Date     Condition        Report By
 GC1697  HISTORY     - 1961     MONUMENTED       TNHD
 GC1697
 GC1697                          STATION DESCRIPTION
 GC1697
 GC1697'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1697'2.8 MI SW FROM WAVERLY.
 GC1697'FROM THE NORTHEAST CORNER OF THE HUMPHREYS COUNTY COURTHOUSE IN
 GC1697'WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 3.0 MILES TO THE AZIMUTH
 GC1697'MARK ON THE LEFT AS DESCRIBED.  THE MARK IS 102 FEET WEST OF A
 GC1697'DRIVEWAY, 29 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70,
 GC1697'11 FEET NORTHEAST OF A POWER POLE, AND 3.1 FEET NORTHEAST OF A
 GC1697'WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GC1697'DEPARTMENT DISK SET IN A 10 INCH SQUARE, FLUSH, CONCRETE
 GC1697'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1695 ***********************************************************************
 GC1695  DESIGNATION -  KING RM 1
 GC1695  PID         -  GC1695
 GC1695  STATE/COUNTY-  TN/HUMPHREYS
 GC1695  USGS QUAD   -  WAVERLY (1987)
 GC1695
 GC1695                         *CURRENT SURVEY CONTROL
 GC1695  ___________________________________________________________________
 GC1695* NAD 83(1986)-  36 04 44.     (N)    087 50 33.     (W)     SCALED    
 GC1695* NAVD 88     -       142.102  (meters)     466.21   (feet)  ADJUSTED  
 GC1695  ___________________________________________________________________
 GC1695  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1695  DYNAMIC HT  -         141.980 (meters)     465.81  (feet)  COMP
 GC1695  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GC1695
 GC1695  VERT ORDER  -  SECOND    CLASS 0
 GC1695
 GC1695.The horizontal coordinates were scaled from a topographic map and have
 GC1695.an estimated accuracy of +/- 6 seconds.
 GC1695
 GC1695.The orthometric height was determined by differential leveling
 GC1695.and adjusted by the National Geodetic Survey in June 1991..
 GC1695
 GC1695.The geoid height was determined by GEOID03.
 GC1695
 GC1695.The dynamic height is computed by dividing the NAVD 88
 GC1695.geopotential number by the normal gravity value computed on the
 GC1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1695.degrees latitude (g = 980.6199 gals.).
 GC1695
 GC1695.The modeled gravity was interpolated from observed gravity values.
 GC1695
 GC1695;                    North         East    Units  Estimated Accuracy
 GC1695;SPC TN       -   195,230.      434,060.      MT  (+/- 180 meters Scaled)
 GC1695
 GC1695                          SUPERSEDED SURVEY CONTROL
 GC1695
 GC1695  NGVD 29 (??/??/??)  142.13   (m)          466.3    (f) RESET       3  
 GC1695
 GC1695.Superseded values are not recommended for survey control.
 GC1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1695.See file dsdata.txt to determine how the superseded data were derived.
 GC1695
 GC1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE241930(NAD 83)
 GC1695_MARKER: DR = REFERENCE MARK DISK
 GC1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1695_STAMPING: KING RM-1 1961
 GC1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1695+STABILITY: SURFACE MOTION
 GC1695
 GC1695  HISTORY     - Date     Condition        Report By
 GC1695  HISTORY     - 1961     MONUMENTED       TNHD
 GC1695
 GC1695                          STATION DESCRIPTION
 GC1695
 GC1695'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1695'2.5 MI SW FROM WAVERLY.
 GC1695'THE MARK IS LOCATED AT THE KING 1961 STATION SITE, 36 FEET SOUTH
 GC1695'OF THE CENTERLINE OF U.S. HIGHWAY 70, 92.81 FEET EAST OF THE
 GC1695'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1695'DISK SET IN A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0442 ***********************************************************************
 FD0442  DESIGNATION -  KING RM 1
 FD0442  PID         -  FD0442
 FD0442  STATE/COUNTY-  TN/GILES
 FD0442  USGS QUAD   -  ELKTON (1982)
 FD0442
 FD0442                         *CURRENT SURVEY CONTROL
 FD0442  ___________________________________________________________________
 FD0442* NAD 83(1986)-  35 05 20.     (N)    086 53 09.     (W)     SCALED    
 FD0442* NAVD 88     -       254.521  (meters)     835.04   (feet)  ADJUSTED  
 FD0442  ___________________________________________________________________
 FD0442  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0442  DYNAMIC HT  -         254.284 (meters)     834.26  (feet)  COMP
 FD0442  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0442
 FD0442  VERT ORDER  -  SECOND    CLASS 0
 FD0442
 FD0442.The horizontal coordinates were scaled from a topographic map and have
 FD0442.an estimated accuracy of +/- 6 seconds.
 FD0442
 FD0442.The orthometric height was determined by differential leveling
 FD0442.and adjusted by the National Geodetic Survey in June 1991..
 FD0442
 FD0442.The geoid height was determined by GEOID03.
 FD0442
 FD0442.The dynamic height is computed by dividing the NAVD 88
 FD0442.geopotential number by the normal gravity value computed on the
 FD0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0442.degrees latitude (g = 980.6199 gals.).
 FD0442
 FD0442.The modeled gravity was interpolated from observed gravity values.
 FD0442
 FD0442;                    North         East    Units  Estimated Accuracy
 FD0442;SPC TN       -    84,200.      519,220.      MT  (+/- 180 meters Scaled)
 FD0442
 FD0442                          SUPERSEDED SURVEY CONTROL
 FD0442
 FD0442  NGVD 29 (??/??/92)  254.493  (m)          834.95   (f) ADJ UNCH    2 0
 FD0442
 FD0442.Superseded values are not recommended for survey control.
 FD0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0442.See file dsdata.txt to determine how the superseded data were derived.
 FD0442
 FD0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104829(NAD 83)
 FD0442_MARKER: DR = REFERENCE MARK DISK
 FD0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0442_STAMPING: KING NO 1 1960
 FD0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0442+STABILITY: SURFACE MOTION
 FD0442
 FD0442  HISTORY     - Date     Condition        Report By
 FD0442  HISTORY     - 1960     MONUMENTED       CGS
 FD0442
 FD0442                          STATION DESCRIPTION
 FD0442
 FD0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0442'3.1 MI N FROM ELKTON.
 FD0442'THIS MARK IS LOCATED AT THE KING 1960 STATION SITE, 78 FT.
 FD0442'SOUTHWEST OF THE STATION MARK, 22 FT. NORTHEAST OF A 14-INCH
 FD0442'TREE, AND SET ON THE SOUTHWEST SLOPE OF THE HILL.  THE DISK IS
 FD0442'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1696 ***********************************************************************
 GC1696  DESIGNATION -  KING RM 2
 GC1696  PID         -  GC1696
 GC1696  STATE/COUNTY-  TN/HUMPHREYS
 GC1696  USGS QUAD   -  WAVERLY (1987)
 GC1696
 GC1696                         *CURRENT SURVEY CONTROL
 GC1696  ___________________________________________________________________
 GC1696* NAD 83(1986)-  36 04 44.     (N)    087 50 33.     (W)     SCALED    
 GC1696* NAVD 88     -       140.077  (meters)     459.57   (feet)  ADJUSTED  
 GC1696  ___________________________________________________________________
 GC1696  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1696  DYNAMIC HT  -         139.957 (meters)     459.18  (feet)  COMP
 GC1696  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GC1696
 GC1696  VERT ORDER  -  SECOND    CLASS 0
 GC1696
 GC1696.The horizontal coordinates were scaled from a topographic map and have
 GC1696.an estimated accuracy of +/- 6 seconds.
 GC1696
 GC1696.The orthometric height was determined by differential leveling
 GC1696.and adjusted by the National Geodetic Survey in June 1991..
 GC1696
 GC1696.The geoid height was determined by GEOID03.
 GC1696
 GC1696.The dynamic height is computed by dividing the NAVD 88
 GC1696.geopotential number by the normal gravity value computed on the
 GC1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1696.degrees latitude (g = 980.6199 gals.).
 GC1696
 GC1696.The modeled gravity was interpolated from observed gravity values.
 GC1696
 GC1696;                    North         East    Units  Estimated Accuracy
 GC1696;SPC TN       -   195,230.      434,060.      MT  (+/- 180 meters Scaled)
 GC1696
 GC1696                          SUPERSEDED SURVEY CONTROL
 GC1696
 GC1696  NGVD 29 (??/??/??)  140.11   (m)          459.7    (f) RESET       3  
 GC1696
 GC1696.Superseded values are not recommended for survey control.
 GC1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1696.See file dsdata.txt to determine how the superseded data were derived.
 GC1696
 GC1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE241930(NAD 83)
 GC1696_MARKER: DR = REFERENCE MARK DISK
 GC1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1696_STAMPING: KING RM-2 1961
 GC1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1696+STABILITY: SURFACE MOTION
 GC1696
 GC1696  HISTORY     - Date     Condition        Report By
 GC1696  HISTORY     - 1961     MONUMENTED       TNHD
 GC1696
 GC1696                          STATION DESCRIPTION
 GC1696
 GC1696'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1696'2.5 MI SW FROM WAVERLY.
 GC1696'THE MARK IS LOCATED AT THE KING 1961 STATION SITE, 76 FEET WEST
 GC1696'OF A TELEPHONE POLE AND 24 FEET SOUTH OF THE CENTERLINE OF U.S.
 GC1696'HIGHWAY 70.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1696'DISK SET IN A 10 INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0443 ***********************************************************************
 FD0443  DESIGNATION -  KING RM 2
 FD0443  PID         -  FD0443
 FD0443  STATE/COUNTY-  TN/GILES
 FD0443  USGS QUAD   -  ELKTON (1982)
 FD0443
 FD0443                         *CURRENT SURVEY CONTROL
 FD0443  ___________________________________________________________________
 FD0443* NAD 83(1986)-  35 05 20.     (N)    086 53 09.     (W)     SCALED    
 FD0443* NAVD 88     -       253.548  (meters)     831.85   (feet)  ADJUSTED  
 FD0443  ___________________________________________________________________
 FD0443  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0443  DYNAMIC HT  -         253.312 (meters)     831.07  (feet)  COMP
 FD0443  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD0443
 FD0443  VERT ORDER  -  SECOND    CLASS 0
 FD0443
 FD0443.The horizontal coordinates were scaled from a topographic map and have
 FD0443.an estimated accuracy of +/- 6 seconds.
 FD0443
 FD0443.The orthometric height was determined by differential leveling
 FD0443.and adjusted by the National Geodetic Survey in June 1991..
 FD0443
 FD0443.The geoid height was determined by GEOID03.
 FD0443
 FD0443.The dynamic height is computed by dividing the NAVD 88
 FD0443.geopotential number by the normal gravity value computed on the
 FD0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0443.degrees latitude (g = 980.6199 gals.).
 FD0443
 FD0443.The modeled gravity was interpolated from observed gravity values.
 FD0443
 FD0443;                    North         East    Units  Estimated Accuracy
 FD0443;SPC TN       -    84,200.      519,220.      MT  (+/- 180 meters Scaled)
 FD0443
 FD0443                          SUPERSEDED SURVEY CONTROL
 FD0443
 FD0443  NGVD 29 (??/??/92)  253.520  (m)          831.76   (f) ADJ UNCH    2 0
 FD0443
 FD0443.Superseded values are not recommended for survey control.
 FD0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0443.See file dsdata.txt to determine how the superseded data were derived.
 FD0443
 FD0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104829(NAD 83)
 FD0443_MARKER: DR = REFERENCE MARK DISK
 FD0443_SETTING: 66 = SET IN ROCK OUTCROP
 FD0443_SP_SET: SET IN ROCK OUTCROP
 FD0443_STAMPING: KING NO 2 1960
 FD0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0443+STABILITY: POSITION/ELEVATION WELL
 FD0443
 FD0443  HISTORY     - Date     Condition        Report By
 FD0443  HISTORY     - 1960     MONUMENTED       CGS
 FD0443
 FD0443                          STATION DESCRIPTION
 FD0443
 FD0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0443'3.1 MI N FROM ELKTON.
 FD0443'THIS MARK IS LOCATED AT THE KING 1960 STATION SITE, 97 FT.
 FD0443'NORTHWEST OF THE STATION MARK, 7 FT. SOUTH OF A 12-INCH TREE, AND
 FD0443'SET ON THE NORTHWEST SLOPE OF THE HILL.  THE DISK IS CEMENTED
 FD0443'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2490 ***********************************************************************
 FE2490  DESIGNATION -  KINGS
 FE2490  PID         -  FE2490
 FE2490  STATE/COUNTY-  TN/FAYETTE
 FE2490  USGS QUAD   -  HICKORY VALLEY (1980)
 FE2490
 FE2490                         *CURRENT SURVEY CONTROL
 FE2490  ___________________________________________________________________
 FE2490* NAD 83(1995)-  35 11 57.53372(N)    089 14 13.43724(W)     ADJUSTED  
 FE2490* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 FE2490  ___________________________________________________________________
 FE2490  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FE2490  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2490
 FE2490  HORZ ORDER  -  SECOND
 FE2490
 FE2490.The horizontal coordinates were established by classical geodetic methods
 FE2490.and adjusted by the National Geodetic Survey in April 1999..
 FE2490
 FE2490.The orthometric height was scaled from a topographic map.
 FE2490
 FE2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2490
 FE2490.The geoid height was determined by GEOID03.
 FE2490
 FE2490;                    North         East     Units Scale Factor Converg.
 FE2490;SPC TN       -   100,956.053   305,263.523   MT  1.00000933   -1 53 42.4
 FE2490;SPC TN       -   331,219.98  1,001,518.74   sFT  1.00000933   -1 53 42.4
 FE2490;UTM  16      - 3,897,439.130   296,342.765   MT  1.00011118   -1 17 23.8
 FE2490
 FE2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2490!SPC TN       -   0.99997782  x   1.00000933  =   0.99998715
 FE2490!UTM  16      -   0.99997782  x   1.00011118  =   1.00008899
 FE2490
 FE2490|---------------------------------------------------------------------|
 FE2490| PID    Reference Object                     Distance      Geod. Az  |
 FE2490|                                                           dddmmss.s |
 FE2490| CG3639 KINGS RM 1                           19.042 METERS 06444     |
 FE2490| FE2478 HICKORY VALLEY WEST RAD MAST        APPROX.12.9 KM 1012917.2 |
 FE2490| FE2477 HICKORY VALLEY LOT WT 10            APPROX.11.9 KM 1022936.4 |
 FE2490| CG3640 KINGS RM 2                           19.273 METERS 17844     |
 FE2490| CG3638 KINGS AZ MK                                        2625814.9 |
 FE2490|---------------------------------------------------------------------|
 FE2490
 FE2490                          SUPERSEDED SURVEY CONTROL
 FE2490
 FE2490  NAD 83(1995)-  35 11 57.53583(N)    089 14 13.43711(W) AD(       ) 2
 FE2490  NAD 83(1995)-  35 11 57.53881(N)    089 14 13.43699(W) AD(       ) 2
 FE2490  NAD 83(1986)-  35 11 57.54574(N)    089 14 13.43765(W) AD(       ) 2
 FE2490  NAD 27      -  35 11 57.23800(N)    089 14 13.19240(W) AD(       ) 2
 FE2490
 FE2490.Superseded values are not recommended for survey control.
 FE2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2490.See file dsdata.txt to determine how the superseded data were derived.
 FE2490
 FE2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9634397439(NAD 83)
 FE2490_MARKER: DS = TRIANGULATION STATION DISK
 FE2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2490
 FE2490  HISTORY     - Date     Condition        Report By
 FE2490  HISTORY     - 1958     MONUMENTED       CGS
 FE2490
 FE2490                          STATION DESCRIPTION
 FE2490
 FE2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2490'THE STATION IS ABOUT 10 MILES SOUTH-SOUTHWEST OF WHITEVILLE, AND
 FE2490'ABOUT 7-1/4 MILES SOUTHEAST OF SOMERVILLE NEAR THE HEAD OF KINGS
 FE2490'CREEK.  IT IS ON PROPERTY OWNED BY MR. R.L. TREADWAY.  IT IS 48 FEET
 FE2490'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 114 FEET NORTHWEST OF THE
 FE2490'NORTHWEST CORNER OF A FRAME HOUSE, 18 FEET SOUTHEAST OF A FENCE
 FE2490'CORNER, 15 FEET EAST OF A WHITE WITNESS POST, 14 FEET SOUTH OF A
 FE2490'WIRE FENCE, 15 FEET EAST OF A WIRE FENCE, AND 119 FEET SOUTHWEST OF
 FE2490'THE INTERSECTION OF A PAVED ROAD AND GRAVELED DRIVEWAY.
 FE2490'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KINGS 1958.
 FE2490'
 FE2490'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN SOMERVILLE, GO
 FE2490'EAST ON U.S. HIGHWAY 64 FOR 0.4 MILE TO A PAVED SIDE ROAD RIGHT.
 FE2490'TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE PAVED ROAD FOR 7.7 MILES
 FE2490'TO A BRICK SCHOOL ON THE LEFT.  CONTINUE SOUTHEAST ON THE PAVED
 FE2490'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FE2490'SOUTHEAST ON THE PAVED ROAD FOR 0.55 MILE TO A FRAME HOUSE AND
 FE2490'THE STATION ON THE RIGHT.
 FE2490'
 FE2490'REFERENCE MARK 1 IS 34 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 FE2490'73 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE AND
 FE2490'48 FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT
 FE2490'IS FLUSH AND THE DISK IS STAMPED KINGS NO 1 1958.
 FE2490'
 FE2490'REFERENCE MARK 2 IS 12 FEET EAST OF A WIRE FENCE AND 3 FEET NORTH OF
 FE2490'A BARN.  THE MONUMENT IS FLUSH AND DISK IS STAMPED KINGS NO 2 1958.
 FE2490'
 FE2490'THE AZIMUTH MARK IS 21 FEET NORTHWEST OF THE CENTERLINE OF A PAVED
 FE2490'ROAD, 47 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2490'DRIVEWAY, 4 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT
 FE2490'SOUTHEAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2490'STAMPED KINGS 1958.
 FE2490'
 FE2490'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3434 ***********************************************************************
 GA3434  DESIGNATION -  KINGSPORT
 GA3434  PID         -  GA3434
 GA3434  STATE/COUNTY-  TN/SULLIVAN
 GA3434  USGS QUAD   -  KINGSPORT (1991)
 GA3434
 GA3434                         *CURRENT SURVEY CONTROL
 GA3434  ___________________________________________________________________
 GA3434* NAD 83(1995)-  36 33 09.92072(N)    082 33 07.30406(W)     ADJUSTED  
 GA3434* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 GA3434  ___________________________________________________________________
 GA3434  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GA3434  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA3434
 GA3434  HORZ ORDER  -  SECOND
 GA3434
 GA3434.The horizontal coordinates were established by classical geodetic methods
 GA3434.and adjusted by the National Geodetic Survey in April 1999..
 GA3434
 GA3434.The orthometric height was scaled from a topographic map.
 GA3434
 GA3434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3434
 GA3434.The geoid height was determined by GEOID03.
 GA3434
 GA3434;                    North         East     Units Scale Factor Converg.
 GA3434;SPC TN       -   251,687.833   908,642.306   MT  1.00002697   +2 01 06.9
 GA3434;SPC TN       -   825,745.83  2,981,103.97   sFT  1.00002697   +2 01 06.9
 GA3434;SPC VA S     - 1,032,135.382 3,137,315.499   MT  1.00004571   -2 27 33.4
 GA3434;SPC VA S     - 3,386,264.17 10,293,009.27   sFT  1.00004571   -2 27 33.4
 GA3434;UTM  17      - 4,046,380.575   361,097.006   MT  0.99983771   -0 55 28.1
 GA3434
 GA3434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3434!SPC TN       -   0.99994422  x   1.00002697  =   0.99997118
 GA3434!SPC VA S     -   0.99994422  x   1.00004571  =   0.99998992
 GA3434!UTM  17      -   0.99994422  x   0.99983771  =   0.99978193
 GA3434
 GA3434:                Primary Azimuth Mark                     Grid Az
 GA3434:SPC TN       -  KINGSPORT RM 2 AZIMUTH                   045 40 02.4
 GA3434:SPC VA S     -  KINGSPORT RM 2 AZIMUTH                   050 08 42.7
 GA3434:UTM  17      -  KINGSPORT RM 2 AZIMUTH                   048 36 37.4
 GA3434
 GA3434|---------------------------------------------------------------------|
 GA3434| PID    Reference Object                     Distance      Geod. Az  |
 GA3434|                                                           dddmmss.s |
 GA3434| DB9555 KINGSPORT RM 2 AZIMUTH                             0474109.3 |
 GA3434| DB9556 KINGSPORT RM 3                       25.276 METERS 08158     |
 GA3434| DB9554 KINGSPORT RM 1                       30.081 METERS 33313     |
 GA3434|---------------------------------------------------------------------|
 GA3434
 GA3434                          SUPERSEDED SURVEY CONTROL
 GA3434
 GA3434  NAD 83(1995)-  36 33 09.92046(N)    082 33 07.30406(W) AD(       ) 2
 GA3434  NAD 83(1995)-  36 33 09.92091(N)    082 33 07.31608(W) AD(       ) 2
 GA3434  NAD 83(1995)-  36 33 09.92712(N)    082 33 07.30678(W) AD(       ) 2
 GA3434  NAD 83(1986)-  36 33 09.92731(N)    082 33 07.30699(W) AD(       ) 2
 GA3434  NAD 27      -  36 33 09.58313(N)    082 33 07.75783(W) AD(       ) 2
 GA3434
 GA3434.Superseded values are not recommended for survey control.
 GA3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3434.See file dsdata.txt to determine how the superseded data were derived.
 GA3434
 GA3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6109746381(NAD 83)
 GA3434_MARKER: DS = TRIANGULATION STATION DISK
 GA3434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3434
 GA3434  HISTORY     - Date     Condition        Report By
 GA3434  HISTORY     - 1933     MONUMENTED       CGS
 GA3434  HISTORY     - 1964     MARK NOT FOUND   CGS
 GA3434
 GA3434                          STATION DESCRIPTION
 GA3434
 GA3434'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GA3434'STATION IS NEAR NE CITY LIMITS OF KINGSPORT, ON PROPERTY OWNED BY THE
 GA3434'IMPROVEMENT
 GA3434'CORPORATION.
 GA3434'
 GA3434'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GA3434'SET IN CONCRETE,
 GA3434'
 GA3434'REFERENCE MARK NO.1 IS ON DOWNWARD SLOPE 22.5 FEET SW OF WEST PARK
 GA3434'DRIVE, AND 30.081
 GA3434'METERS (98.69 FEET) FROM STATION S 37 DEG 14 MIN W.
 GA3434'
 GA3434'REFERENCE MARK NO.2 (AZIMUTH MARK) IS NEAR NE CORNER OF COW PASTURE,
 GA3434'29 YARDS S OF
 GA3434'CENTER LINE OF BROAD STREET, 8 YARDS W OF CENTER LINE
 GA3434'OF MILL STREET, 18 YARDS SSW OF
 GA3434'SW CORNER OF OLD SHED, ABOUT 1-1/2
 GA3434'FEET S OF OLD FENCE AROUND SHED, AND ABOUT 0.3
 GA3434'MILE FROM STATION N 47 DEG 41 MIN E.
 GA3434'
 GA3434'REFERENCE MARK NO. 3 IS 43 FEET ENE OF WEST PARK DRIVE, AT ABOUT SAME
 GA3434'ELEVATION AS
 GA3434'STATION AND 25.276 METERS (82.93 FEET) FROM STATION
 GA3434'N 81 DEG 58 MIN E.
 GA3434'
 GA3434'TO REACH STATION FROM POST OFFICE IN KINGSPORT, GO N 0.5 MILE TO FIVE
 GA3434'POINTS CIRCLE,
 GA3434'THENCE NE ON WATSUGA STREET 0.35 MILE, TURN LEFT ONTO
 GA3434'EAST RAVINE STREET AND GO 0.1
 GA3434'MILE, TURN RIGHT ONTO EAST PARK DRIVE
 GA3434'AND GO 0.2 MILE TO POINT WHERE IT TURNS LEFT,
 GA3434'CONTINUE STRAIGHT AHEAD
 GA3434'ABOUT 200 FEET TO STATION SITE.  STATION IS 38.5 FEET WSW OF
 GA3434'CENTER LINE OF
 GA3434'WEST PARK DRIVE, 44 FEET FROM NE CORNER OF GARAGE OWNED BY
 GA3434'H.E.P.  CLIFFORD, AND 20.3
 GA3434'FEET NNW OF POWERLINE POLE.
 GA3434
 GA3434                          STATION RECOVERY (1964)
 GA3434
 GA3434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3434'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 HAVE
 GA3434'ALL BEEN DESTROYED BY
 GA3434'STREET CONSTRUCTION AND NEW HOUSES IN THE AREA.  A
 GA3434'SEARCH WAS MADE FOR REFERENCE MARK
 GA3434'NO.  2 (AZIMUTH MARK), BUT WAS NOT
 GA3434'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3433 ***********************************************************************
 GA3433  DESIGNATION -  KINGSPORT OLD KGSPORT PRESB CH
 GA3433  PID         -  GA3433
 GA3433  STATE/COUNTY-  TN/SULLIVAN
 GA3433  USGS QUAD   -  KINGSPORT (1991)
 GA3433
 GA3433                         *CURRENT SURVEY CONTROL
 GA3433  ___________________________________________________________________
 GA3433* NAD 83(1995)-  36 33 15.52429(N)    082 35 30.08628(W)     ADJUSTED  
 GA3433* NAVD 88     -                                                        
 GA3433  ___________________________________________________________________
 GA3433  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GA3433  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA3433
 GA3433  HORZ ORDER  -  THIRD
 GA3433
 GA3433.The horizontal coordinates were established by classical geodetic methods
 GA3433.and adjusted by the National Geodetic Survey in April 1999..
 GA3433
 GA3433
 GA3433.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3433
 GA3433.The geoid height was determined by GEOID03.
 GA3433
 GA3433;                    North         East     Units Scale Factor Converg.
 GA3433;SPC TN       -   251,736.101   905,087.449   MT  1.00002731   +1 59 43.3
 GA3433;SPC TN       -   825,904.19  2,969,441.07   sFT  1.00002731   +1 59 43.3
 GA3433;UTM  17      - 4,046,611.270   357,549.967   MT  0.99985001   -0 56 53.3
 GA3433
 GA3433                          SUPERSEDED SURVEY CONTROL
 GA3433
 GA3433  NAD 83(1995)-  36 33 15.52428(N)    082 35 30.08742(W) AD(       ) 4
 GA3433  NAD 83(1995)-  36 33 15.52277(N)    082 35 30.10035(W) AD(       ) 4
 GA3433  NAD 83(1995)-  36 33 15.53013(N)    082 35 30.08741(W) AD(       ) 4
 GA3433  NAD 83(1986)-  36 33 15.53082(N)    082 35 30.08812(W) AD(       ) 4
 GA3433  NAD 27      -  36 33 15.17037(N)    082 35 30.51617(W) AD(       ) 3
 GA3433
 GA3433.Superseded values are not recommended for survey control.
 GA3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3433.See file dsdata.txt to determine how the superseded data were derived.
 GA3433
 GA3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5755046611(NAD 83)
 GA3433_MARKER: 90 = CHURCH SPIRE
 GA3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3433+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 GA3433
 GA3433  HISTORY     - Date     Condition        Report By
 GA3433  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3433  HISTORY     - 20050916 GOOD             GEOCAC
 GA3433
 GA3433                          STATION DESCRIPTION
 GA3433
 GA3433'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA3433'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF KINGSPORT.
 GA3433'
 GA3433'TO REACH THE STATION FROM THE JUNCTION OF 11W AND THE 11W BY-PASS, GO
 GA3433'NORTHEAST ON 11W BY-PASS FOR
 GA3433'1.6 MILES TO THE CHURCH AND THE STATION ON THE
 GA3433'RIGHT.
 GA3433'
 GA3433'IT IS A WHITE FRAME BUILDING WITH GREEN SHUTTERS AND A LIGHT GRAY
 GA3433'ROOF.  IT HAS A SPIRE
 GA3433'(COVERED WITH WHITE SHINGLES) WITH AN OVER-ALL HEIGHT OF
 GA3433'ABOUT 90 FEET.  THE POINT
 GA3433'INTERSECTED WAS THE WEATHER VANE ATTACHED
 GA3433'TO THE TOP OF THE SPIRE.
 GA3433
 GA3433                          STATION RECOVERY (2005)
 GA3433
 GA3433'RECOVERY NOTE BY GEOCACHING 2005 (CV)
 GA3433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1483 ***********************************************************************
 GC1483  DESIGNATION -  KINGSTON
 GC1483  PID         -  GC1483
 GC1483  STATE/COUNTY-  TN/CHEATHAM
 GC1483  USGS QUAD   -  WHITE BLUFF (1983)
 GC1483
 GC1483                         *CURRENT SURVEY CONTROL
 GC1483  ___________________________________________________________________
 GC1483* NAD 83(1995)-  36 04 08.08284(N)    087 07 40.92787(W)     ADJUSTED  
 GC1483* NAVD 88     -       250.205  (meters)     820.88   (feet)  ADJUSTED  
 GC1483  ___________________________________________________________________
 GC1483  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GC1483  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1483  DYNAMIC HT  -         249.990 (meters)     820.18  (feet)  COMP
 GC1483  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GC1483
 GC1483  HORZ ORDER  -  SECOND
 GC1483  VERT ORDER  -  SECOND    CLASS 0
 GC1483
 GC1483.The horizontal coordinates were established by classical geodetic methods
 GC1483.and adjusted by the National Geodetic Survey in April 1999..
 GC1483
 GC1483.The orthometric height was determined by differential leveling
 GC1483.and adjusted by the National Geodetic Survey in June 1991..
 GC1483
 GC1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1483
 GC1483.The geoid height was determined by GEOID03.
 GC1483
 GC1483.The dynamic height is computed by dividing the NAVD 88
 GC1483.geopotential number by the normal gravity value computed on the
 GC1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1483.degrees latitude (g = 980.6199 gals.).
 GC1483
 GC1483.The modeled gravity was interpolated from observed gravity values.
 GC1483
 GC1483;                    North         East     Units Scale Factor Converg.
 GC1483;SPC TN       -   193,147.141   498,387.360   MT  0.99995677   -0 39 37.4
 GC1483;SPC TN       -   633,683.58  1,635,125.86   sFT  0.99995677   -0 39 37.4
 GC1483;UTM  16      - 3,991,599.419   488,470.508   MT  0.99960164   -0 04 31.4
 GC1483
 GC1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1483!SPC TN       -   0.99996526  x   0.99995677  =   0.99992204
 GC1483!UTM  16      -   0.99996526  x   0.99960164  =   0.99956692
 GC1483
 GC1483:                Primary Azimuth Mark                     Grid Az
 GC1483:SPC TN       -  KINGSTON AZ MK                           122 15 29.1
 GC1483:UTM  16      -  KINGSTON AZ MK                           121 40 23.1
 GC1483
 GC1483|---------------------------------------------------------------------|
 GC1483| PID    Reference Object                     Distance      Geod. Az  |
 GC1483|                                                           dddmmss.s |
 GC1483| GC1481 KINGSTON AZ MK                                     1213551.7 |
 GC1483| GC1475 TALLEY                              APPROX. 4.3 KM 2162634.3 |
 GC1483| GC2544 KINGSTON SPRINGS ST FOREST LOT       27.210 METERS 21723     |
 GC1483| GC1482 KINGSTON RM 1                        25.823 METERS 23129     |
 GC1483| GC1484 KINGSTON RM 2                        28.789 METERS 34524     |
 GC1483|---------------------------------------------------------------------|
 GC1483
 GC1483                          SUPERSEDED SURVEY CONTROL
 GC1483
 GC1483  NAD 83(1995)-  36 04 08.08461(N)    087 07 40.93069(W) AD(       ) 2
 GC1483  NAD 83(1995)-  36 04 08.08540(N)    087 07 40.93088(W) AD(       ) 2
 GC1483  NAD 83(1986)-  36 04 08.09324(N)    087 07 40.93104(W) AD(       ) 2
 GC1483  NAD 27      -  36 04 07.87400(N)    087 07 40.90900(W) AD(       ) 2
 GC1483  NGVD 29 (??/??/92)  250.218  (m)          820.92   (f) ADJ UNCH    2 0
 GC1483
 GC1483.Superseded values are not recommended for survey control.
 GC1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1483.See file dsdata.txt to determine how the superseded data were derived.
 GC1483
 GC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8847191599(NAD 83)
 GC1483_MARKER: DS = TRIANGULATION STATION DISK
 GC1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1483_STAMPING: KINGSTON 1953
 GC1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1483+STABILITY: SURFACE MOTION
 GC1483
 GC1483  HISTORY     - Date     Condition        Report By
 GC1483  HISTORY     - 1953     MONUMENTED       CGS
 GC1483  HISTORY     - 1959     GOOD             CGS
 GC1483  HISTORY     - 1959     GOOD             NGS
 GC1483
 GC1483                          STATION DESCRIPTION
 GC1483
 GC1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1483'STATION IS LOCATED 6 MILES SOUTHEAST OF WHITE BLUFF, 3 MILES
 GC1483'SOUTHWEST OF KINGSTON SPRINGS AND ON STATE FOREST PROPERTY.
 GC1483'IT IS 77 FEET NORTHEAST OF THE NORTHEAST LEG OF THE KINGSTON SPRINGS
 GC1483'STATE FOREST LOOKOUT TOWER HR 3, 25 FEET SOUTHWEST OF A 12
 GC1483'INCH OAK TREE, AND 23 FEET WEST OF THE CENTER OF A GRAVEL ROAD. THE
 GC1483'MARK IS FLUSH AND THE DISK IS STAMPED KINGSTON 1953.
 GC1483'
 GC1483'REFERENCE MARK NO 1 IS 9 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 GC1483'LOOKOUT TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED KINGSTON
 GC1483'NO 1 1953.
 GC1483'
 GC1483'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 GC1483'AND 4 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 2
 GC1483'INCHES AND THE DISK IS STAMPED KINGSTON NO 2 1953.
 GC1483'
 GC1483'AZIMUTH MARK IS 14 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 3
 GC1483'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST OF
 GC1483'A FENCE LINE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GC1483'KINGSTON 1953.
 GC1483'
 GC1483'TO REACH THE STATION FROM THE KINGSTON SPRINGS HIGH SCHOOL BUILDING,
 GC1483'IN THE SOUTH SECTION OF KINGSTON SPRINGS, GO WEST AND SOUTH ON
 GC1483'A GRAVEL ROAD FOR 3.0 MILES TO THE KINGSTON SPRINGS STATE FOREST
 GC1483'LOOKOUT TOWER HR 3 AND THE STATION AS DESCRIBED. CONTINUE
 GC1483'FOR 0.15 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 GC1483'
 GC1483'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC1483
 GC1483                          STATION RECOVERY (1959)
 GC1483
 GC1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1483'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC1483'A DISCREPANCY WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK
 GC1483'AND IN THE DISTANCE TO REFERENCE MARK NO. 1. A NEW DESCRIPTION
 GC1483'FOLLOWS.
 GC1483'
 GC1483'THE STATION IS LOCATED ON STATE FOREST PROPERTY, ABOUT 6.0 MILES
 GC1483'SOUTHEAST OF WHITE BLUFF, ABOUT 3.0 MILES SOUTHWEST OF
 GC1483'KINGSTON SPRINGS.
 GC1483'
 GC1483'TO REACH THE STATION FROM THE KINGSTON SPRINGS HIGH SCHOOL, WHICH IS
 GC1483'IN THE SOUTH SECTION OF KINGSTON SPRINGS, GO WEST AND SOUTH ON
 GC1483'THE GRAVELED ROAD 3.0 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC1483'
 GC1483'STATION MARK IS 77 FEET NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT
 GC1483'TOWER, 52 FEET WEST-SOUTHWEST OF A TWIN TRUNK TREE AND 23
 GC1483'FEET WEST OF THE CENTER OF THE GRAVELED ROAD. THE MARK IS SET FLUSH
 GC1483'WITH THE SURFACE OF THE GROUND AND IS STAMPED KINGSTON
 GC1483'1953.
 GC1483'
 GC1483'REFERENCE MARK NO. 1 IS 9 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 GC1483'LOOKOUT TOWER. THE MARK IS SET FLUSH WITH THE SURFACE OF
 GC1483'THE GROUND AND IS STAMPED KINGSTON NO 1 1953.
 GC1483'
 GC1483'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE CENTER OF THE GRAVELED
 GC1483'ROAD AND 4 FEET NORTH OF A SIGN ENTRANCE STATE TOWER.
 GC1483'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GC1483'KINGSTON NO 2 1953.
 GC1483'
 GC1483'AZIMUTH MARK IS 14 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD,
 GC1483'3 FEET NORTH OF A WITNESS POST AND 1 FOOT NORTHEAST OF A
 GC1483'WIRE FENCE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 GC1483'GROUND AND IS STAMPED KINGSTON 1953.
 GC1483'
 GC1483'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 GC1483'GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS
 GC1483'DESCRIBED.
 GC1483'
 GC1483'OBSERVATIONS WERE MADE FROM A 90-FOOT TOWER.
 GC1483
 GC1483                          STATION RECOVERY (1959)
 GC1483
 GC1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GC1483'4.4 MI SW FROM KINGSTON SPRINGS.
 GC1483'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1483'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1483'ROAD, THENCE 0.7 MILE SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1483'0.7 MILE EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.1 MILES
 GC1483'SOUTHWEST ON A GRAVELED ROAD, THENCE 0.25 MILE NORTH AND EAST ON
 GC1483'A GRAVELED ROAD TO A STATE FOREST LOOKOUT TOWER, 77 FT. NORTHEAST
 GC1483'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 52 FT. WEST-SOUTHWEST
 GC1483'OF A TWIN TRUNK TREE AND 23 FT. WEST OF THE CENTER OF THE
 GC1483'GRAVELED ROAD, A DISK SET IN TOP OF A CONCRETE POST THAT IS SET
 GC1483'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1481 ***********************************************************************
 GC1481  DESIGNATION -  KINGSTON AZ MK
 GC1481  PID         -  GC1481
 GC1481  STATE/COUNTY-  TN/CHEATHAM
 GC1481  USGS QUAD   -  WHITE BLUFF (1983)
 GC1481
 GC1481                         *CURRENT SURVEY CONTROL
 GC1481  ___________________________________________________________________
 GC1481* NAD 83(1986)-  36 04 03.     (N)    087 07 32.     (W)     SCALED    
 GC1481* NAVD 88     -       240.964  (meters)     790.56   (feet)  ADJUSTED  
 GC1481  ___________________________________________________________________
 GC1481  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1481  DYNAMIC HT  -         240.757 (meters)     789.88  (feet)  COMP
 GC1481  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GC1481
 GC1481  VERT ORDER  -  SECOND    CLASS 0
 GC1481
 GC1481.The horizontal coordinates were scaled from a topographic map and have
 GC1481.an estimated accuracy of +/- 6 seconds.
 GC1481
 GC1481.The orthometric height was determined by differential leveling
 GC1481.and adjusted by the National Geodetic Survey in June 1991..
 GC1481
 GC1481.The geoid height was determined by GEOID03.
 GC1481
 GC1481.The dynamic height is computed by dividing the NAVD 88
 GC1481.geopotential number by the normal gravity value computed on the
 GC1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1481.degrees latitude (g = 980.6199 gals.).
 GC1481
 GC1481.The modeled gravity was interpolated from observed gravity values.
 GC1481
 GC1481;                    North         East    Units  Estimated Accuracy
 GC1481;SPC TN       -   192,990.      498,610.      MT  (+/- 180 meters Scaled)
 GC1481
 GC1481                          SUPERSEDED SURVEY CONTROL
 GC1481
 GC1481  NGVD 29 (??/??/92)  240.976  (m)          790.60   (f) ADJ UNCH    2 0
 GC1481
 GC1481.Superseded values are not recommended for survey control.
 GC1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1481.See file dsdata.txt to determine how the superseded data were derived.
 GC1481
 GC1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE886914(NAD 83)
 GC1481_MARKER: DZ = AZIMUTH MARK DISK
 GC1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1481_STAMPING: KINGSTON 1953
 GC1481_MARK LOGO: CGS   
 GC1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1481+STABILITY: SURFACE MOTION
 GC1481
 GC1481  HISTORY     - Date     Condition        Report By
 GC1481  HISTORY     - 1953     MONUMENTED       CGS
 GC1481  HISTORY     - 1959     GOOD             NGS
 GC1481
 GC1481                          STATION DESCRIPTION
 GC1481
 GC1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1481'4.3 MI SW FROM KINGSTON SPRINGS.
 GC1481'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1481'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1481'ROAD, THENCE 0.7 MILE SOUTHWEST ON THE INTERSTATE HIGHWAY, THENCE
 GC1481'0.7 MILE EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.1 MILES
 GC1481'SOUTHWEST ON A GRAVELED ROAD, THENCE 0.1 MILE NORTH ON A GRAVELED
 GC1481'ROAD TO THE INTERSTATE HIGHWAY, ABOUT 100 FT. EAST OF THE EAST
 GC1481'EDGE OF THE HIGHWAY, 14 FT. SOUTHWEST OF THE CENTER OF THE
 GC1481'GRAVELED ROAD, 3 FT. NORTH OF A WITNESS SIGN AND 1 FT. NORTHEAST
 GC1481'OF A FENCE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4
 GC1481'INCHES, AND ABOUT LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1806 ***********************************************************************
 FC1806  DESIGNATION -  KINGSTON POWER PLANT TANK
 FC1806  PID         -  FC1806
 FC1806  STATE/COUNTY-  TN/ROANE
 FC1806  USGS QUAD   -  HARRIMAN (1980)
 FC1806
 FC1806                         *CURRENT SURVEY CONTROL
 FC1806  ___________________________________________________________________
 FC1806* NAD 83(1995)-  35 53 56.68539(N)    084 30 51.46225(W)     ADJUSTED  
 FC1806* NAVD 88     -                                                        
 FC1806  ___________________________________________________________________
 FC1806  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 FC1806  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FC1806
 FC1806  HORZ ORDER  -  THIRD
 FC1806
 FC1806.The horizontal coordinates were established by classical geodetic methods
 FC1806.and adjusted by the National Geodetic Survey in April 1999..
 FC1806
 FC1806
 FC1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1806
 FC1806.The geoid height was determined by GEOID03.
 FC1806
 FC1806;                    North         East     Units Scale Factor Converg.
 FC1806;SPC TN       -   174,736.030   734,115.117   MT  0.99994904   +0 52 11.2
 FC1806;SPC TN       -   573,279.79  2,408,509.35   sFT  0.99994904   +0 52 11.2
 FC1806;UTM  16      - 3,975,609.414   724,337.939   MT  1.00022018   +1 27 29.2
 FC1806
 FC1806                          SUPERSEDED SURVEY CONTROL
 FC1806
 FC1806  NAD 83(1995)-  35 53 56.69482(N)    084 30 51.46201(W) AD(       ) 4
 FC1806  NAD 83(1986)-  35 53 56.70013(N)    084 30 51.45988(W) AD(       ) 4
 FC1806  NAD 27      -  35 53 56.42800(N)    084 30 51.71300(W) AD(       ) 3
 FC1806
 FC1806.Superseded values are not recommended for survey control.
 FC1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1806.See file dsdata.txt to determine how the superseded data were derived.
 FC1806
 FC1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2433875609(NAD 83)
 FC1806_MARKER: 53 = ELEVATED TANK
 FC1806
 FC1806  HISTORY     - Date     Condition        Report By
 FC1806  HISTORY     - 1960     FIRST OBSERVED   CGS
 FC1806
 FC1806                          STATION DESCRIPTION
 FC1806
 FC1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1806'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF KINGSTON AT THE
 FC1806'KINGSTON POWER PLANT SITE. IT IS A 4-LEGGED STEEL STRUCTURE,
 FC1806'COLORED SILVER AND IS 150 FEET IN OVER-ALL HEIGHT. THE TOP AND CENTER
 FC1806'WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1482 ***********************************************************************
 GC1482  DESIGNATION -  KINGSTON RM 1
 GC1482  PID         -  GC1482
 GC1482  STATE/COUNTY-  TN/CHEATHAM
 GC1482  USGS QUAD   -  WHITE BLUFF (1983)
 GC1482
 GC1482                         *CURRENT SURVEY CONTROL
 GC1482  ___________________________________________________________________
 GC1482* NAD 83(1986)-  36 04 07.     (N)    087 07 40.     (W)     SCALED    
 GC1482* NAVD 88     -       249.914  (meters)     819.93   (feet)  ADJUSTED  
 GC1482  ___________________________________________________________________
 GC1482  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1482  DYNAMIC HT  -         249.699 (meters)     819.22  (feet)  COMP
 GC1482  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GC1482
 GC1482  VERT ORDER  -  SECOND    CLASS 0
 GC1482
 GC1482.The horizontal coordinates were scaled from a topographic map and have
 GC1482.an estimated accuracy of +/- 6 seconds.
 GC1482
 GC1482.The orthometric height was determined by differential leveling
 GC1482.and adjusted by the National Geodetic Survey in June 1991..
 GC1482
 GC1482.The geoid height was determined by GEOID03.
 GC1482
 GC1482.The dynamic height is computed by dividing the NAVD 88
 GC1482.geopotential number by the normal gravity value computed on the
 GC1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1482.degrees latitude (g = 980.6199 gals.).
 GC1482
 GC1482.The modeled gravity was interpolated from observed gravity values.
 GC1482
 GC1482;                    North         East    Units  Estimated Accuracy
 GC1482;SPC TN       -   193,110.      498,410.      MT  (+/- 180 meters Scaled)
 GC1482
 GC1482                          SUPERSEDED SURVEY CONTROL
 GC1482
 GC1482  NGVD 29 (??/??/92)  249.927  (m)          819.97   (f) ADJ UNCH    2 0
 GC1482
 GC1482.Superseded values are not recommended for survey control.
 GC1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1482.See file dsdata.txt to determine how the superseded data were derived.
 GC1482
 GC1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE884915(NAD 83)
 GC1482_MARKER: DR = REFERENCE MARK DISK
 GC1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1482_STAMPING: KINGSTON NO 1 1953
 GC1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1482+STABILITY: SURFACE MOTION
 GC1482
 GC1482  HISTORY     - Date     Condition        Report By
 GC1482  HISTORY     - 1953     MONUMENTED       CGS
 GC1482  HISTORY     - 1959     GOOD             NGS
 GC1482
 GC1482                          STATION DESCRIPTION
 GC1482
 GC1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1482'4.4 MI SW FROM KINGSTON SPRINGS.
 GC1482'THIS MARK IS LOCATED AT THE KINGSTON 1953 STATION SITE, 84.7
 GC1482'FT. SOUTHWEST OF THE STATION MARK, 9 FT. NORTHEAST OF THE
 GC1482'NORTHEAST LEG OF THE LOOKOUT TOWER, A DISK SET IN TOP OF A
 GC1482'CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1484 ***********************************************************************
 GC1484  DESIGNATION -  KINGSTON RM 2
 GC1484  PID         -  GC1484
 GC1484  STATE/COUNTY-  TN/CHEATHAM
 GC1484  USGS QUAD   -  WHITE BLUFF (1983)
 GC1484
 GC1484                         *CURRENT SURVEY CONTROL
 GC1484  ___________________________________________________________________
 GC1484* NAD 83(1986)-  36 04 08.     (N)    087 07 41.     (W)     SCALED    
 GC1484* NAVD 88     -       250.199  (meters)     820.86   (feet)  ADJUSTED  
 GC1484  ___________________________________________________________________
 GC1484  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC1484  DYNAMIC HT  -         249.985 (meters)     820.16  (feet)  COMP
 GC1484  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 GC1484
 GC1484  VERT ORDER  -  SECOND    CLASS 0
 GC1484
 GC1484.The horizontal coordinates were scaled from a topographic map and have
 GC1484.an estimated accuracy of +/- 6 seconds.
 GC1484
 GC1484.The orthometric height was determined by differential leveling
 GC1484.and adjusted by the National Geodetic Survey in June 1991..
 GC1484
 GC1484.The geoid height was determined by GEOID03.
 GC1484
 GC1484.The dynamic height is computed by dividing the NAVD 88
 GC1484.geopotential number by the normal gravity value computed on the
 GC1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1484.degrees latitude (g = 980.6199 gals.).
 GC1484
 GC1484.The modeled gravity was interpolated from observed gravity values.
 GC1484
 GC1484;                    North         East    Units  Estimated Accuracy
 GC1484;SPC TN       -   193,150.      498,390.      MT  (+/- 180 meters Scaled)
 GC1484
 GC1484                          SUPERSEDED SURVEY CONTROL
 GC1484
 GC1484  NGVD 29 (??/??/92)  250.212  (m)          820.90   (f) ADJ UNCH    2 0
 GC1484
 GC1484.Superseded values are not recommended for survey control.
 GC1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1484.See file dsdata.txt to determine how the superseded data were derived.
 GC1484
 GC1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE884915(NAD 83)
 GC1484_MARKER: DR = REFERENCE MARK DISK
 GC1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1484_STAMPING: KINGSTON NO 2 1953
 GC1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1484+STABILITY: SURFACE MOTION
 GC1484
 GC1484  HISTORY     - Date     Condition        Report By
 GC1484  HISTORY     - 1953     MONUMENTED       CGS
 GC1484  HISTORY     - 1959     GOOD             NGS
 GC1484
 GC1484                          STATION DESCRIPTION
 GC1484
 GC1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1484'4.4 MI SW FROM KINGSTON RM 2.
 GC1484'THIS MARK IS LOCATED AT THE KINGSTON 1953 STATION SITE, 94.4
 GC1484'FT. NORTH-NORTHWEST OF THE STATION MARK, 16 FT. EAST OF THE
 GC1484'CENTER OF THE GRAVELED ROAD AND 4 FT. NORTH OF A SIGN ENTRANCE
 GC1484'STATE TOWER, A DISK SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GC1484'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2544 ***********************************************************************
 GC2544  DESIGNATION -  KINGSTON SPRINGS ST FOREST LOT
 GC2544  PID         -  GC2544
 GC2544  STATE/COUNTY-  TN/CHEATHAM
 GC2544  USGS QUAD   -  WHITE BLUFF (1983)
 GC2544
 GC2544                         *CURRENT SURVEY CONTROL
 GC2544  ___________________________________________________________________
 GC2544* NAD 83(1995)-  36 04 07.38134(N)    087 07 41.58799(W)     ADJUSTED  
 GC2544* NAVD 88     -                                                        
 GC2544  ___________________________________________________________________
 GC2544  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GC2544  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GC2544
 GC2544  HORZ ORDER  -  THIRD
 GC2544
 GC2544.The horizontal coordinates were established by classical geodetic methods
 GC2544.and adjusted by the National Geodetic Survey in April 1999..
 GC2544
 GC2544
 GC2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2544
 GC2544.The geoid height was determined by GEOID03.
 GC2544
 GC2544;                    North         East     Units Scale Factor Converg.
 GC2544;SPC TN       -   193,125.712   498,370.594   MT  0.99995676   -0 39 37.8
 GC2544;SPC TN       -   633,613.27  1,635,070.86   sFT  0.99995676   -0 39 37.8
 GC2544;UTM  16      - 3,991,577.827   488,453.967   MT  0.99960164   -0 04 31.8
 GC2544
 GC2544                          SUPERSEDED SURVEY CONTROL
 GC2544
 GC2544  NAD 83(1995)-  36 04 07.38311(N)    087 07 41.59081(W) AD(       ) 4
 GC2544  NAD 83(1995)-  36 04 07.38390(N)    087 07 41.59100(W) AD(       ) 4
 GC2544  NAD 83(1986)-  36 04 07.39146(N)    087 07 41.59070(W) AD(       ) 4
 GC2544  NAD 27      -  36 04 07.17300(N)    087 07 41.57000(W) AD(       ) 3
 GC2544
 GC2544.Superseded values are not recommended for survey control.
 GC2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2544.See file dsdata.txt to determine how the superseded data were derived.
 GC2544
 GC2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE8845491578(NAD 83)
 GC2544_MARKER: 57 = LOOKOUT TOWER
 GC2544
 GC2544  HISTORY     - Date     Condition        Report By
 GC2544  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2544  HISTORY     - 1959     GOOD             CGS
 GC2544
 GC2544                          STATION DESCRIPTION
 GC2544
 GC2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2544'THE CENTER OF THE BASE OF THE KINGSTON SPRINGS STATE FOREST LOOKOUT
 GC2544'TOWER HR 3, LOCATED 3 MILES SOUTHWEST OF KINGSTON SPRINGS.  IT IS
 GC2544'A FOUR LEGGED STEEL TOWER ABOUT 75 FEET HIGH WITH AN ENCLOSED CAB
 GC2544'ATOP.
 GC2544'
 GC2544'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KINGSTON
 GC2544'AND THE DISTANCE WAS 27.218 METERS (89.30 FEET).
 GC2544'
 GC2544'TO REACH THE STATION FROM THE KINGSTON SPRINGS HIGH SCHOOL BUILDING
 GC2544'IN KINGSTON SPRINGS GO WEST AND SOUTH ON A GRAVEL ROAD FOR 3.0
 GC2544'MILES TO THE STATION AS DESCRIBED.
 GC2544
 GC2544                          STATION RECOVERY (1959)
 GC2544
 GC2544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2544'THE STATION IS THE CENTER OF THE BASE OF THE KINGSTON SPRINGS STATE
 GC2544'FOREST LOOKOUT TOWER HR-3, LOCATED ON THE TOP OF A HIGH,
 GC2544'NORTH-SOUTH RIDGE ABOUT 3 MILES SOUTHWEST OF KINGSTON SPRINGS.
 GC2544'
 GC2544'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED
 GC2544'OBSERVATION PLATFORM AND HAS AN OVER-ALL HEIGHT OF 85.0 FEET.
 GC2544'
 GC2544'TO REACH THE STATION FROM THE KINGSTON SPRINGS HIGH SCHOOL IN THE
 GC2544'SOUTH SECTION OF KINGSTON SPRINGS, GO WEST AND SOUTH ON A GRAVELED
 GC2544'ROAD FOR 3.0 MILES TO THE STATION ON THE RIGHT.
 GC2544'
 GC2544'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KINGSTON
 GC2544'1953, DISTANCE BEING 89.25 FEET, 27.203 METERS SOUTH SOUTHWEST OF
 GC2544'KINGSTON 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2584 ***********************************************************************
 GB2584  DESIGNATION -  KIRBY
 GB2584  PID         -  GB2584
 GB2584  STATE/COUNTY-  TN/SCOTT
 GB2584  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB2584
 GB2584                         *CURRENT SURVEY CONTROL
 GB2584  ___________________________________________________________________
 GB2584* NAD 83(1995)-  36 23 16.96526(N)    084 32 37.21411(W)     ADJUSTED  
 GB2584* NAVD 88     -       434.6    (meters)    1426.     (feet)  VERTCON   
 GB2584  ___________________________________________________________________
 GB2584  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 GB2584  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB2584
 GB2584  HORZ ORDER  -  SECOND
 GB2584
 GB2584.The horizontal coordinates were established by classical geodetic methods
 GB2584.and adjusted by the National Geodetic Survey in April 1999..
 GB2584
 GB2584.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2584
 GB2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2584
 GB2584.The geoid height was determined by GEOID03.
 GB2584
 GB2584;                    North         East     Units Scale Factor Converg.
 GB2584;SPC TN       -   228,944.872   730,656.265   MT  0.99999505   +0 51 09.3
 GB2584;SPC TN       -   751,129.97  2,397,161.43   sFT  0.99999505   +0 51 09.3
 GB2584;UTM  16      - 4,029,792.457   720,313.646   MT  1.00019807   +1 27 28.1
 GB2584
 GB2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2584!SPC TN       -   0.99993634  x   0.99999505  =   0.99993139
 GB2584!UTM  16      -   0.99993634  x   1.00019807  =   1.00013440
 GB2584
 GB2584|---------------------------------------------------------------------|
 GB2584| PID    Reference Object                     Distance      Geod. Az  |
 GB2584|                                                           dddmmss.s |
 GB2584| DB9558 KIRBY RM 1                           20.666 METERS 02914     |
 GB2584| DB9557 KIRBY AZ MK                                        0451555.4 |
 GB2584| DB9559 KIRBY RM 2                           18.220 METERS 22425     |
 GB2584|---------------------------------------------------------------------|
 GB2584
 GB2584                          SUPERSEDED SURVEY CONTROL
 GB2584
 GB2584  NAD 83(1995)-  36 23 16.96677(N)    084 32 37.21407(W) AD(       ) 2
 GB2584  NAD 83(1995)-  36 23 16.97340(N)    084 32 37.21893(W) AD(       ) 2
 GB2584  NAD 83(1986)-  36 23 16.97458(N)    084 32 37.21560(W) AD(       ) 2
 GB2584  NAD 27      -  36 23 16.68534(N)    084 32 37.43111(W) AD(       ) 2
 GB2584  NGVD 29 (07/19/86)  434.7    (m)         1426.     (f) VERT ANG       
 GB2584
 GB2584.Superseded values are not recommended for survey control.
 GB2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2584.See file dsdata.txt to determine how the superseded data were derived.
 GB2584
 GB2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2031429792(NAD 83)
 GB2584_MARKER: DD = SURVEY DISK
 GB2584_SETTING: 66 = SET IN ROCK OUTCROP
 GB2584_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GB2584_STAMPING: KIRBY 1965
 GB2584_MARK LOGO: TNHD  
 GB2584
 GB2584  HISTORY     - Date     Condition        Report By
 GB2584  HISTORY     - 1965     MONUMENTED       TNHD
 GB2584  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB2584
 GB2584                          STATION DESCRIPTION
 GB2584
 GB2584'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2584'THE STATION IS ABOUT 3 MILES SOUTH OF HELENWOOD AND ABOUT 1/2 MILE
 GB2584'NORTHEAST OF THE SMALL COMMUNITY OF NEW RIVER.
 GB2584'
 GB2584'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 GB2584'ROUTE 63, ABOUT 1 MILE SOUTH OF HELENWOOD, GO SOUTHERLY ON
 GB2584'U.S. HIGHWAY 27 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT AND A
 GB2584'GRAVELED ROAD ON THE RIGHT, TURN RIGHT, SOUTHWEST, AND GO 0.1 MILE ON
 GB2584'THE GRAVELED ROAD TO A FORK, KEEP RIGHT, SOUTHWEST, AND GO 0.15 MILE
 GB2584'TO THE STATION ON THE RIGHT, IN THE MIDDLE OF AN OPEN FIELD.
 GB2584'
 GB2584'THE STATION IS 103 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GB2584'GRAVELED ROAD, 69 FEET SOUTHEAST OF THE EDGE OF A WOODED AREA AND
 GB2584'13.1 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN. THE MARK IS A
 GB2584'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH
 GB2584'IN A DRILL HOLE IN BEDROCK ABOUT 12 INCHES BELOW THE SURFACE. THE
 GB2584'DISK IS STAMPED KIRBY 1965.
 GB2584'
 GB2584'REFERENCE MARK NO. 1 IS 97 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB2584'OF THE GRAVELED ROAD AND 75 FEET SOUTHEAST OF THE EDGE OF THE
 GB2584'WOODED AREA. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2584'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2584'THE DISK IS STAMPED KIRBY RM-1 1965.
 GB2584'
 GB2584'REFERENCE MARK NO. 2 IS 46 FEET SOUTHEAST OF THE EDGE OF THE WOODED
 GB2584'AREA. THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2584'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2584'DISK IS STAMPED KIRBY RM-2 1965.
 GB2584'
 GB2584'THE AZIMUTH MARK IS 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB2584'U.S. HIGHWAY 27, 3.9 FEET SOUTHWEST OF A METAL WITNESS POST
 GB2584'AND SIGN AND 3 FEET NORTHWEST OF A FENCE. THE MARK IS A STANDARD
 GB2584'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 GB2584'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED KIRBY AZI
 GB2584'1965.
 GB2584'
 GB2584'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GB2584'
 GB2584'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GB2584
 GB2584                          STATION RECOVERY (1980)
 GB2584
 GB2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2584'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE SEARCHED FOR BUT
 GB2584'NOT FOUND.  THE FIELD AT THE STATION SITE SEEMS TO HAVE BEEN
 GB2584'CULTIVATED AND THE MARKS COULD HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1146 ***********************************************************************
 FE1146  DESIGNATION -  KK 157
 FE1146  PID         -  FE1146
 FE1146  STATE/COUNTY-  TN/FAYETTE
 FE1146  USGS QUAD   -  ROSSVILLE (1981)
 FE1146
 FE1146                         *CURRENT SURVEY CONTROL
 FE1146  ___________________________________________________________________
 FE1146* NAD 83(1986)-  35 02 52.     (N)    089 36 19.     (W)     SCALED    
 FE1146* NAVD 88     -       100.722  (meters)     330.45   (feet)  ADJUSTED  
 FE1146  ___________________________________________________________________
 FE1146  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE1146  DYNAMIC HT  -         100.628 (meters)     330.14  (feet)  COMP
 FE1146  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 FE1146
 FE1146  VERT ORDER  -  FIRST     CLASS II
 FE1146
 FE1146.The horizontal coordinates were scaled from a topographic map and have
 FE1146.an estimated accuracy of +/- 6 seconds.
 FE1146
 FE1146.The orthometric height was determined by differential leveling
 FE1146.and adjusted by the National Geodetic Survey in June 1991..
 FE1146
 FE1146.The geoid height was determined by GEOID03.
 FE1146
 FE1146.The dynamic height is computed by dividing the NAVD 88
 FE1146.geopotential number by the normal gravity value computed on the
 FE1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1146.degrees latitude (g = 980.6199 gals.).
 FE1146
 FE1146.The modeled gravity was interpolated from observed gravity values.
 FE1146
 FE1146;                    North         East    Units  Estimated Accuracy
 FE1146;SPC TN       -    85,330.      271,130.      MT  (+/- 180 meters Scaled)
 FE1146
 FE1146                          SUPERSEDED SURVEY CONTROL
 FE1146
 FE1146  NGVD 29 (??/??/??)  100.666  (m)          330.27   (f) ADJUSTED    1 2
 FE1146
 FE1146.Superseded values are not recommended for survey control.
 FE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1146.See file dsdata.txt to determine how the superseded data were derived.
 FE1146
 FE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD623814(NAD 83)
 FE1146_MARKER: DB = BENCH MARK DISK
 FE1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1146_SP_SET: STEP
 FE1146_STAMPING: KK 157 1944
 FE1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1146
 FE1146  HISTORY     - Date     Condition        Report By
 FE1146  HISTORY     - 1944     MONUMENTED       CGS
 FE1146  HISTORY     - 1965     MARK NOT FOUND   USGS
 FE1146
 FE1146                          STATION DESCRIPTION
 FE1146
 FE1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1146'3.5 MI W FROM ROSSVILLE.
 FE1146'3.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1146'ROSSVILLE, FAYETTE COUNTY, MIDWAY BETWEEN MILEPOSTS 524 AND 525,
 FE1146'AT A LARGE STONE-ARCH CULVERT, AT THE SOUTHWEST WINGWALL, IN THE
 FE1146'TOP OF THE SECOND STEP FROM THE COPING, 13 FEET SOUTH OF THE
 FE1146'CENTERLINE OF THE TRACK, AND ABOUT 3-1/2 FEET LOWER THAN THE
 FE1146'TRACK.  A STANDARD DISK, STAMPED KK 157 1944.
 FE1146
 FE1146                          STATION RECOVERY (1965)
 FE1146
 FE1146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FE1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0862 ***********************************************************************
 GA0862  DESIGNATION -  KLEPPER 2
 GA0862  PID         -  GA0862
 GA0862  STATE/COUNTY-  TN/GREENE
 GA0862  USGS QUAD   -  MC CLOUD (1961)
 GA0862
 GA0862                         *CURRENT SURVEY CONTROL
 GA0862  ___________________________________________________________________
 GA0862* NAD 83(1995)-  36 18 02.20574(N)    082 52 41.01488(W)     ADJUSTED  
 GA0862* NAVD 88     -       371.65   (meters)    1219.3    (feet)  RESET     
 GA0862  ___________________________________________________________________
 GA0862  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GA0862  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0862
 GA0862  HORZ ORDER  -  THIRD
 GA0862  VERT ORDER  -  THIRD
 GA0862
 GA0862.The horizontal coordinates were established by classical geodetic methods
 GA0862.and adjusted by the National Geodetic Survey in April 1999..
 GA0862.No horizontal observational check was made to the station.
 GA0862
 GA0862.The orthometric height was computed from unverified reset data.
 GA0862
 GA0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0862
 GA0862.The geoid height was determined by GEOID03.
 GA0862
 GA0862;                    North         East     Units Scale Factor Converg.
 GA0862;SPC TN       -   222,742.857   880,360.730   MT  0.99998147   +1 49 39.7
 GA0862;SPC TN       -   730,782.19  2,888,316.83   sFT  0.99998147   +1 49 39.7
 GA0862;UTM  17      - 4,018,928.142   331,370.561   MT  0.99995037   -1 06 43.6
 GA0862
 GA0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0862!SPC TN       -   0.99994660  x   0.99998147  =   0.99992807
 GA0862!UTM  17      -   0.99994660  x   0.99995037  =   0.99989697
 GA0862
 GA0862|---------------------------------------------------------------------|
 GA0862| PID    Reference Object                     Distance      Geod. Az  |
 GA0862|                                                           dddmmss.s |
 GA0862| GA0861 KLEPPER                              31.178 METERS 18213     |
 GA0862| GA0860 KLEPPER 2 RM 3                        9.391 METERS 23359     |
 GA0862| GA0858 KLEPPER 2 RM 4                        4.277 METERS 31951     |
 GA0862| GA0856 TT 10 R                                            3211907.7 |
 GA0862|---------------------------------------------------------------------|
 GA0862
 GA0862                          SUPERSEDED SURVEY CONTROL
 GA0862
 GA0862  NAD 83(1995)-  36 18 02.20881(N)    082 52 41.01832(W) AD(       ) 3
 GA0862  NAD 83(1995)-  36 18 02.21624(N)    082 52 41.02572(W) AD(       ) 3
 GA0862  NAD 83(1995)-  36 18 02.21064(N)    082 52 41.01712(W) AD(       ) 3
 GA0862  NAD 83(1986)-  36 18 02.21350(N)    082 52 41.01794(W) AD(       ) 3
 GA0862  NAD 27      -  36 18 01.85597(N)    082 52 41.44561(W) AD(       ) 3
 GA0862  NGVD 29 (07/19/86)  371.81   (m)         1219.8    (f) LEVELING    3  
 GA0862
 GA0862.Superseded values are not recommended for survey control.
 GA0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0862.See file dsdata.txt to determine how the superseded data were derived.
 GA0862
 GA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3137118928(NAD 83)
 GA0862_MARKER: DE = TRAVERSE STATION DISK
 GA0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0862_STAMPING: KLEPPER 2 1972
 GA0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0862+STABILITY: SURFACE MOTION
 GA0862
 GA0862  HISTORY     - Date     Condition        Report By
 GA0862  HISTORY     - 1972     MONUMENTED       CGS
 GA0862  HISTORY     - 1972     GOOD             NGS
 GA0862  HISTORY     - 1980     GOOD             NGS
 GA0862
 GA0862                          STATION DESCRIPTION
 GA0862
 GA0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 (LFS)
 GA0862'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-NORTHEAST OF ROMEO, 3
 GA0862'1/2 MILES SOUTHWEST
 GA0862'OF BAILEYTON, AND ALONG THE NORTH RIGHT-OF-WAY OF
 GA0862'INTERSTATE ROUTE 81.
 GA0862'
 GA0862'TO REACH THE STATION FROM THE T INTERSECTION OF STATE ROUTE 70 AND
 GA0862'SECONDARY ROAD
 GA0862'2371 IN THE SMALL COMMUNITY OF ROMEO, GO EASTERLY ON
 GA0862'SECONDARY ROAD 2371 FOR 3.35
 GA0862'MILES TO A T ROAD RIGHT AT THE OLD,
 GA0862'ABANDONED WOODLAWN SCHOOL, AND THE AZIMUTH MARK
 GA0862'IN THE SOUTHEAST
 GA0862'ANGLE.  HERE TURN RIGHT ON OILED ROAD AND GO SOUTH-SOUTHWESTERLY
 GA0862'FOR 0.15 OF A
 GA0862'MILE TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT ON THIS
 GA0862'GRAVELED ROAD FOR ABOUT 0.05
 GA0862'OF A MILE TO THE STATION ON THE RIGHT IN
 GA0862'A JOG OF THE INTERSTATE RIGHT-OF-WAY FENCE AS
 GA0862'DESCRIBED.
 GA0862'
 GA0862'THE STATION IS 88 FEET WEST OF THE APPROXIMATE CENTER OF AN ACCESS
 GA0862'ROAD, 16 FEET
 GA0862'EAST-SOUTHEAST OF A JOG IN THE RIGHT-OF-WAY FENCE, 5
 GA0862'FEET SOUTH OF A 6-INCH WHITE OAK
 GA0862'TREE, AND 1.0 FOOT WEST OF A METAL
 GA0862'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GA0862'IN THE TOP OF AN
 GA0862'11-INCH, ROUND.  CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 GA0862'IS STAMPED
 GA0862'KLEPPER 2 1972.
 GA0862'
 GA0862'REFERENCE MARK NO. 3 IS 90 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GA0862'ACCESS ROAD, 9
 GA0862'FEET NORTHWEST OF A 6-INCH WHITE OAK TREE, 5 FEET EAST
 GA0862'OF A JOG IN THE RIGHT-OF-WAY
 GA0862'FENCE, AND 1.0 FOOT WEST OF A METAL
 GA0862'WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GA0862'SET IN THE TOP OF AN
 GA0862'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE
 GA0862'DISK IS STAMPED
 GA0862'KLEPPER 2 NO 3 1972.
 GA0862'
 GA0862'REFERENCE MARK NO. 4 IS 27 FEET SOUTHWEST OF THE JOG IN THE
 GA0862'RIGHT-OF-WAY FENCE,
 GA0862'13 FEET SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1.0
 GA0862'FOOT EAST OF A METAL
 GA0862'WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GA0862'SET IN THE TOP OF AN 11-INCH, ROUND,
 GA0862'CONCRETE MONUMENT THAT PROJECTS
 GA0862'2 INCHES AND THE DISK IS STAMPED KLEPPER 2 NO 4 1972.
 GA0862'
 GA0862'TT 10 R (USGS) WAS USED AS THE AZIMUTH MARK.  IT IS 192 FEET
 GA0862'WESTWEST-NORTHWEST OF THE
 GA0862'SOUTHWEST CORNER OF THE OLD SCHOOL BUILDING, 92 FEET NORTHEAST
 GA0862'OF THE APPROXIMATE CENTER
 GA0862'OF THE INTERSECTION OF SECONDARY ROAD 2371
 GA0862'AND AN OILED T ROAD SOUTH, 33 FEET WEST OF
 GA0862'AN 18-INCH WHITE OAK TREE,
 GA0862'19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF SECONDARY ROAD
 GA0862'2371, AND 1.7
 GA0862'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GA0862'USGS BENCH MARK DISK SET
 GA0862'IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 GA0862'POST THAT PROJECTS 8 INCHES AND THE DISK IS
 GA0862'STAMPED TT 10 R 1934.
 GA0862'
 GA0862'*AFTER ALL WORK WAS COMPLETED THIS MARK WAS COMPLETELY DESTROYED AND
 GA0862'THE DISK REMOVED,
 GA0862
 GA0862                          STATION RECOVERY (1972)
 GA0862
 GA0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GA0862'3.5 MI ENE FROM ROMEO.
 GA0862'TO REACH THE MARK FROM THE T INTERSECTION OF STATE ROUTE 70
 GA0862'AND SECONDARY ROAD 2371 IN THE SMALL COMMUNITY OF ROMEO, GO
 GA0862'EASTERLY ON SECONDARY ROAD 2371 FOR 3.35 MILES TO AN OILED
 GA0862'T ROAD RIGHT, THENCE RIGHT, SOUTHERLY, ON THE OILED ROAD FOR 0.15
 GA0862'OF A MILE TO A GRAVELED T ROAD RIGHT, THENCE RIGHT, WESTERLY,
 GA0862'ON GRAVELED ROAD FOR ABOUT 0.05 OF A MILE TO THE KLEPPER 2 1972
 GA0862'TRAVERSE STATION ON THE RIGHT, 88 FEET WEST OF THE APPROXIMATE
 GA0862'CENTER OF AN ACCESS ROAD, 30.81 FEET SOUTHEAST OF KLEPPER 2
 GA0862'R.M. 3, 16 FEET EAST-SOUTHEAST OF A JOG IN THE RIGHT-OF-WAY FENCE,
 GA0862'14.03 FEET SOUTHWEST OF KLEPPER 2 R.M. 4, 5 FEET SOUTH OF A
 GA0862'6-INCH WHITE OAK TREE, AND 1.0 FOOT WEST OF A METAL WITNESS
 GA0862'POST AND SIGN.  IT IS A STANDARD TRAVERSE DISK SET IN THE TOP
 GA0862'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GA0862'AND THE DISK IS STAMPED KLEPPER 2 1972.
 GA0862
 GA0862                          STATION RECOVERY (1980)
 GA0862
 GA0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA0862'ALL MARKS AS DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION IS
 GA0862'GOOD WITH THE FOLLOWING.
 GA0862'
 GA0862'2 IRON PINS WERE DRIVEN ALONG SIDE EACH MARK, AND THE STATION MARK
 GA0862'IS 2 FEET EAST OF A RIGHT-OF-WAY FENCE AND ABOUT 90 FEET WEST OF THE
 GA0862'SOUTHWEST END OF INTERSTATE HIGHWAY 81 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0860 ***********************************************************************
 GA0860  DESIGNATION -  KLEPPER 2 RM 3
 GA0860  PID         -  GA0860
 GA0860  STATE/COUNTY-  TN/GREENE
 GA0860  USGS QUAD   -  MC CLOUD (1961)
 GA0860
 GA0860                         *CURRENT SURVEY CONTROL
 GA0860  ___________________________________________________________________
 GA0860* NAD 83(1986)-  36 18 01.     (N)    082 52 41.     (W)     SCALED    
 GA0860* NAVD 88     -       371.72   (meters)    1219.6    (feet)  RESET     
 GA0860  ___________________________________________________________________
 GA0860  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0860
 GA0860  VERT ORDER  -  THIRD
 GA0860
 GA0860.The horizontal coordinates were scaled from a topographic map and have
 GA0860.an estimated accuracy of +/- 6 seconds.
 GA0860
 GA0860.The orthometric height was computed from unverified reset data.
 GA0860
 GA0860.The geoid height was determined by GEOID03.
 GA0860
 GA0860;                    North         East    Units  Estimated Accuracy
 GA0860;SPC TN       -   222,710.      880,360.      MT  (+/- 180 meters Scaled)
 GA0860
 GA0860                          SUPERSEDED SURVEY CONTROL
 GA0860
 GA0860.No superseded survey control is available for this station.
 GA0860
 GA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA313188(NAD 83)
 GA0860_MARKER: DR = REFERENCE MARK DISK
 GA0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0860_STAMPING: KLEPPER 2 NO 3 1972
 GA0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0860+STABILITY: SURFACE MOTION
 GA0860
 GA0860  HISTORY     - Date     Condition        Report By
 GA0860  HISTORY     - 1972     MONUMENTED       NGS
 GA0860
 GA0860                          STATION DESCRIPTION
 GA0860
 GA0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA0860'3.5 MI ENE FROM ROMEO.
 GA0860'THIS MARK IS LOCATED AT THE KLEPPER 2 1972 TRAVERSE STATION SITE,
 GA0860'90 FEET WEST OF THE APPROXIMATE CENTER OF AN ACCESS ROAD, 32.91
 GA0860'FEET NORTHWEST OF KLEPPER 2 R.M. 4, 30.81 FEET NORTHWEST OF KLEPPER
 GA0860'2 1972, 9 FEET NORTHWEST OF A 6-INCH WHITE OAK TREE, 6 FEET EAST
 GA0860'OF A JOG IN THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT WEST OF A METAL
 GA0860'WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET
 GA0860'IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GA0860'1 INCH AND THE DISK IS STAMPED KLEPPER 2 NO 3 1972.  AN ELEVATION
 GA0860'WAS TRANSFERRED TO THIS MARK FROM KLEPPER 1961.  NOTE-- SEE
 GA0860'DESCRIPTION FOR STATION KLEPPER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0858 ***********************************************************************
 GA0858  DESIGNATION -  KLEPPER 2 RM 4
 GA0858  PID         -  GA0858
 GA0858  STATE/COUNTY-  TN/GREENE
 GA0858  USGS QUAD   -  MC CLOUD (1961)
 GA0858
 GA0858                         *CURRENT SURVEY CONTROL
 GA0858  ___________________________________________________________________
 GA0858* NAD 83(1986)-  36 18 01.     (N)    082 52 41.     (W)     SCALED    
 GA0858* NAVD 88     -       371.48   (meters)    1218.8    (feet)  RESET     
 GA0858  ___________________________________________________________________
 GA0858  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0858
 GA0858  VERT ORDER  -  THIRD
 GA0858
 GA0858.The horizontal coordinates were scaled from a topographic map and have
 GA0858.an estimated accuracy of +/- 6 seconds.
 GA0858
 GA0858.The orthometric height was computed from unverified reset data.
 GA0858
 GA0858.The geoid height was determined by GEOID03.
 GA0858
 GA0858;                    North         East    Units  Estimated Accuracy
 GA0858;SPC TN       -   222,710.      880,360.      MT  (+/- 180 meters Scaled)
 GA0858
 GA0858                          SUPERSEDED SURVEY CONTROL
 GA0858
 GA0858.No superseded survey control is available for this station.
 GA0858
 GA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA313188(NAD 83)
 GA0858_MARKER: DR = REFERENCE MARK DISK
 GA0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0858_STAMPING: KLEPPER 2 NO 4 1972
 GA0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0858+STABILITY: SURFACE MOTION
 GA0858
 GA0858  HISTORY     - Date     Condition        Report By
 GA0858  HISTORY     - 1972     MONUMENTED       NGS
 GA0858
 GA0858                          STATION DESCRIPTION
 GA0858
 GA0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GA0858'3.5 MI ENE FROM ROMEO.
 GA0858'THIS MARK IS LOCATED AT THE KLEPPER 2 1972 TRAVERSE STATION SITE,
 GA0858'32.91 FEET SOUTHEAST OF KLEPPER 2 R.M. 3, 27 FEET SOUTHWEST OF
 GA0858'A JOG IN THE RIGHT-OF-WAY FENCE, 14.03 FEET NORTHEAST OF KLEPPER
 GA0858'2 1972, 13 FEET SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 GA0858'1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GA0858'REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GA0858'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED KLEPPER 2
 GA0858'NO 4 1972.  AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM KLEPPER
 GA0858'1961.  NOTE-- SEE DESCRIPTION FOR STATION KLEPPER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4446 ***********************************************************************
 AJ4446  DESIGNATION -  KNAND RESET
 AJ4446  PID         -  AJ4446
 AJ4446  STATE/COUNTY-  TN/KNOX
 AJ4446  USGS QUAD   -  NORRIS (1990)
 AJ4446
 AJ4446                         *CURRENT SURVEY CONTROL
 AJ4446  ___________________________________________________________________
 AJ4446* NAD 83(1995)-  36 08 09.27100(N)    084 00 25.27086(W)     ADJUSTED  
 AJ4446* NAVD 88     -                                                        
 AJ4446  ___________________________________________________________________
 AJ4446  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AJ4446  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AJ4446
 AJ4446  HORZ ORDER  -  SECOND
 AJ4446
 AJ4446.The horizontal coordinates were established by classical geodetic methods
 AJ4446.and adjusted by the National Geodetic Survey in April 1999..
 AJ4446
 AJ4446
 AJ4446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4446
 AJ4446.The geoid height was determined by GEOID03.
 AJ4446
 AJ4446;                    North         East     Units Scale Factor Converg.
 AJ4446;SPC TN       -   201,821.619   779,366.452   MT  0.99996223   +1 10 00.4
 AJ4446;SPC TN       -   662,143.10  2,556,971.43   sFT  0.99996223   +1 10 00.4
 AJ4446;UTM  16      - 4,003,173.270   769,324.206   MT  1.00049384   +1 45 57.7
 AJ4446;UTM  17      - 4,003,212.325   229,412.102   MT  1.00050225   -1 46 27.6
 AJ4446
 AJ4446|---------------------------------------------------------------------|
 AJ4446| PID    Reference Object                     Distance      Geod. Az  |
 AJ4446|                                                           dddmmss.s |
 AJ4446| GB2246 KNAND RM 1                           17.506 METERS 06401     |
 AJ4446| GA3553 PACK                                APPROX. 4.0 KM 1414458.1 |
 AJ4446| AJ4644 KNAND AZ MK                                        1895851.9 |
 AJ4446| GB2248 KNAND RM 2                           16.464 METERS 21230     |
 AJ4446|---------------------------------------------------------------------|
 AJ4446
 AJ4446                          SUPERSEDED SURVEY CONTROL
 AJ4446
 AJ4446  NAD 83(1995)-  36 08 09.27588(N)    084 00 25.27192(W) AD(       ) 2
 AJ4446  NAD 83(1995)-  36 08 09.27735(N)    084 00 25.27194(W) AD(       ) 2
 AJ4446  NAD 83(1986)-  36 08 09.28310(N)    084 00 25.26905(W) AD(       ) 2
 AJ4446
 AJ4446.Superseded values are not recommended for survey control.
 AJ4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4446.See file dsdata.txt to determine how the superseded data were derived.
 AJ4446
 AJ4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6932403173(NAD 83)
 AJ4446_MARKER: DD = SURVEY DISK
 AJ4446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4446_STAMPING: KNAND THD 1964 1980
 AJ4446_MARK LOGO: TNHD  
 AJ4446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4446
 AJ4446  HISTORY     - Date     Condition        Report By
 AJ4446  HISTORY     - 1980     MONUMENTED       NGS
 AJ4446
 AJ4446                          STATION DESCRIPTION
 AJ4446
 AJ4446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AJ4446'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF DOWNTOWN
 AJ4446'KNOXVILLE.
 AJ4446'
 AJ4446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE
 AJ4446'ROUTE 33 AT HALLS CROSSROADS, GO 6.3 MILES NORTHWEST ON U.S. HIGHWAY
 AJ4446'HIGHWAY 441 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 AJ4446'FOR 0.05 MILE TO KENNY ROAD ON THE RIGHT, TURN RIGHT AND GO 0.05
 AJ4446'MILE NORTH ON THE GRAVELED ROAD TO THE STATION ON THE LEFT AS
 AJ4446'DESCRIBED.
 AJ4446'
 AJ4446'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 AJ4446'MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 AJ4446'DESTROYED AND A NEW MARK WAS SET.  THE LINE OF SIGHT TO THE AZIMUTH
 AJ4446'MARK IS OBSTRUCTED BY GROWTH.  THE DIRECTION BETWEEN THE MARKS WAS
 AJ4446'FOUND TO BE IN ERROR BY 5 MINUTES AND 15 SECONDS.  THE DISTANCE TO
 AJ4446'REFERENCE MARK 1 CHECKED BUT THE DISTANCE TO REFERENCE MARK 2 WAS
 AJ4446'FOUND TO BE IN ERROR BY 0.20 OF A FOOT.  THE DESCRIPTION IS GOOD WITH
 AJ4446'THE FOLLOWING.
 AJ4446'
 AJ4446'THE STATION MARK IS 1 FOOT (0.3 M) NORTH OF A METAL WITNESS POST, 58
 AJ4446'FT (17.7 M) SOUTHWEST OF A 10 INCH MAPLE TREE AND 52 FT (15.8 M)
 AJ4446'SOUTHWEST OF A 12 INCH MAPLE TREE.  THE MONUMENT PROJECTS 2 INCHES AND
 AJ4446'THE DISK IS STAMPED---KNAND THD 1964 1980---.
 AJ4446'
 AJ4446'REFERENCE MARK 1 IS 9 FT (2.7 M) NORTHWEST OF A 10 INCH MAPLE TREE, 21
 AJ4446'FT (6.4 M) SOUTHEAST OF A 12 INCH POPLAR TREE, 82 FT (25.0 M)
 AJ4446'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE AND 66 FT (20.1 M)
 AJ4446'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1489 ***********************************************************************
 GC1489  DESIGNATION -  KNOLL
 GC1489  PID         -  GC1489
 GC1489  STATE/COUNTY-  TN/CHEATHAM
 GC1489  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1489
 GC1489                         *CURRENT SURVEY CONTROL
 GC1489  ___________________________________________________________________
 GC1489* NAD 83(1995)-  36 05 12.97496(N)    087 04 48.55668(W)     ADJUSTED  
 GC1489* NAVD 88     -       180.391  (meters)     591.83   (feet)  ADJUSTED  
 GC1489  ___________________________________________________________________
 GC1489  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GC1489  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1489  DYNAMIC HT  -         180.236 (meters)     591.32  (feet)  COMP
 GC1489  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC1489
 GC1489  HORZ ORDER  -  SECOND
 GC1489  VERT ORDER  -  SECOND    CLASS 0
 GC1489
 GC1489.The horizontal coordinates were established by classical geodetic methods
 GC1489.and adjusted by the National Geodetic Survey in April 1999..
 GC1489
 GC1489.The orthometric height was determined by differential leveling
 GC1489.and adjusted by the National Geodetic Survey in June 1991..
 GC1489
 GC1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1489
 GC1489.The geoid height was determined by GEOID03.
 GC1489
 GC1489.The dynamic height is computed by dividing the NAVD 88
 GC1489.geopotential number by the normal gravity value computed on the
 GC1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1489.degrees latitude (g = 980.6199 gals.).
 GC1489
 GC1489.The modeled gravity was interpolated from observed gravity values.
 GC1489
 GC1489;                    North         East     Units Scale Factor Converg.
 GC1489;SPC TN       -   195,098.403   502,722.331   MT  0.99995811   -0 37 56.5
 GC1489;SPC TN       -   640,085.34  1,649,348.18   sFT  0.99995811   -0 37 56.5
 GC1489;UTM  16      - 3,993,594.135   492,783.790   MT  0.99960064   -0 02 50.0
 GC1489
 GC1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1489!SPC TN       -   0.99997623  x   0.99995811  =   0.99993435
 GC1489!UTM  16      -   0.99997623  x   0.99960064  =   0.99957688
 GC1489
 GC1489|---------------------------------------------------------------------|
 GC1489| PID    Reference Object                     Distance      Geod. Az  |
 GC1489|                                                           dddmmss.s |
 GC1489| GC1490 KNOLL RM 1                           10.845 METERS 07838     |
 GC1489| GC1487 KNOLL AZ MK                                        2553706.0 |
 GC1489| GC1488 KNOLL RM 2                            7.389 METERS 25828     |
 GC1489|---------------------------------------------------------------------|
 GC1489
 GC1489                          SUPERSEDED SURVEY CONTROL
 GC1489
 GC1489  NAD 83(1995)-  36 05 12.97680(N)    087 04 48.55932(W) AD(       ) 2
 GC1489  NAD 83(1995)-  36 05 12.97769(N)    087 04 48.55935(W) AD(       ) 2
 GC1489  NAD 83(1986)-  36 05 12.98545(N)    087 04 48.55966(W) AD(       ) 2
 GC1489  NAD 27      -  36 05 12.76820(N)    087 04 48.54270(W) AD(       ) 2
 GC1489  NGVD 29 (??/??/92)  180.408  (m)          591.89   (f) ADJ UNCH    2 0
 GC1489
 GC1489.Superseded values are not recommended for survey control.
 GC1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1489.See file dsdata.txt to determine how the superseded data were derived.
 GC1489
 GC1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9278493594(NAD 83)
 GC1489_MARKER: DE = TRAVERSE STATION DISK
 GC1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1489_STAMPING: KNOLL 1959
 GC1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1489+STABILITY: SURFACE MOTION
 GC1489
 GC1489  HISTORY     - Date     Condition        Report By
 GC1489  HISTORY     - 1959     MONUMENTED       CGS
 GC1489  HISTORY     - 1959     GOOD             CGS
 GC1489
 GC1489                          STATION DESCRIPTION
 GC1489
 GC1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1489'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF KINGSTON SPRING,
 GC1489'ABOUT 2 MILES SOUTHWEST OF PEGRAM AND 146 FEET NORTH OF THE PROPOSED
 GC1489'CENTER LINE OF THE INTERSTATE HIGHWAY.
 GC1489'
 GC1489'TO REACH FROM THE MAIN CROSSROAD JUST EAST OF THE POST OFFICE IN
 GC1489'PEGRAM, GO SOUTH ACROSS RAILROAD TRACKS, THENCE GO WESTERLY ON A
 GC1489'BLACK TOP ROAD FOR 0.85 MILE TO END OF BLACK TOP ROAD AND A SIDE ROAD
 GC1489'LEFT, CONTINUE WEST AND SOUTH ON A GRAVELED ROAD FOR 0.9 MILE TO A
 GC1489'FORK, KEEP LEFT FORK SOUTH FOR 0.2 MILE TO A HOUSE ON THE LEFT AND A
 GC1489'GATE, CONTINUE STRAIGHT AHEAD PASS THROUGH GATE AND GO SOUTH FOR
 GC1489'0.2 MILE TO A FORK, KEEP LEFT ON TRACK ROAD AND GO SOUTH FOR 0.15
 GC1489'MILE TO SUMMIT OF KNOLL AND STATION SITE.
 GC1489'
 GC1489'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED KNOLL 1959. THE
 GC1489'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GC1489'WITH THE SURFACE OF THE GROUND. IT IS 5 FEET EAST-SOUTHEAST OF A
 GC1489'WITNESS SIGN AND 3 FEET SOUTH OF THE INTERSTATE HIGHWAY
 GC1489'RIGHT-OF-WAY FENCE.
 GC1489'
 GC1489'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK, SET ABOUT
 GC1489'36 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED KNOLL
 GC1489'1959.
 GC1489'
 GC1489'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED KNOLL NO 1
 GC1489'1959. THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC1489'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 3 FEET SOUTH OF
 GC1489'THE INTERSTATE HIGHWAY RIGHT-OF-WAY FENCE AND ABOUT THE SAME
 GC1489'ELEVATION AS THE STATION MARK.
 GC1489'
 GC1489'REFERENCE MARK NO. 2 IS A STATE OF TENNESSEE DEPARTMENT OF HIGHWAYS
 GC1489'MARK. THE DISK BEARS NO STAMPING. IT IS CEMENTED IN A 4 BY 4 INCH
 GC1489'CONCRETE POST AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 GC1489'THE MARK IS 3 FEET SOUTH OF THE INTERSTATE HIGHWAY RIGHT-OF-WAY
 GC1489'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GC1489'
 GC1489'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED KNOLL 1959. THE
 GC1489'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GC1489'WITH THE SURFACE OF THE GROUND. IT IS SET ON THE SOUTH SIDE OF THE
 GC1489'INTERSTATE HIGHWAY, 3 FEET EAST OF A WITNESS SIGN AND 2 FEET NORTH
 GC1489'OF THE RIGHT-OF-WAY FENCE.
 GC1489'
 GC1489'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST OF THE INTERSTATE
 GC1489'HIGHWAY WHICH IS NOW UNDER CONSTRUCTION FOR ABOUT 1 MILE TO THE
 GC1489'AZIMUTH ON THE LEFT AS DESCRIBED.
 GC1489
 GC1489                          STATION RECOVERY (1959)
 GC1489
 GC1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1489'2.7 MI SE FROM KINGSTON SPRINGS.
 GC1489'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1489'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1489'ROAD, THENCE 1.0 MILE EAST ON THE INTERSTATE HIGHWAY, 5 FT.
 GC1489'EAST-SOUTHEAST OF A WITNESS SIGN, AND 3 FT. SOUTH OF THE
 GC1489'INTERSTATE HIGHWAY RIGHT OF WAY FENCE, A DISK SET IN TOP OF A
 GC1489'CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1487 ***********************************************************************
 GC1487  DESIGNATION -  KNOLL AZ MK
 GC1487  PID         -  GC1487
 GC1487  STATE/COUNTY-  TN/CHEATHAM
 GC1487  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1487
 GC1487                         *CURRENT SURVEY CONTROL
 GC1487  ___________________________________________________________________
 GC1487* NAD 83(1986)-  36 05 00.     (N)    087 05 51.     (W)     SCALED    
 GC1487* NAVD 88     -       169.601  (meters)     556.43   (feet)  ADJUSTED  
 GC1487  ___________________________________________________________________
 GC1487  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GC1487  DYNAMIC HT  -         169.455 (meters)     555.95  (feet)  COMP
 GC1487  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GC1487
 GC1487  VERT ORDER  -  SECOND    CLASS 0
 GC1487
 GC1487.The horizontal coordinates were scaled from a topographic map and have
 GC1487.an estimated accuracy of +/- 6 seconds.
 GC1487
 GC1487.The orthometric height was determined by differential leveling
 GC1487.and adjusted by the National Geodetic Survey in June 1991..
 GC1487
 GC1487.The geoid height was determined by GEOID03.
 GC1487
 GC1487.The dynamic height is computed by dividing the NAVD 88
 GC1487.geopotential number by the normal gravity value computed on the
 GC1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1487.degrees latitude (g = 980.6199 gals.).
 GC1487
 GC1487.The modeled gravity was interpolated from observed gravity values.
 GC1487
 GC1487;                    North         East    Units  Estimated Accuracy
 GC1487;SPC TN       -   194,720.      501,160.      MT  (+/- 180 meters Scaled)
 GC1487
 GC1487                          SUPERSEDED SURVEY CONTROL
 GC1487
 GC1487  NGVD 29 (??/??/92)  169.616  (m)          556.48   (f) ADJ UNCH    2 0
 GC1487
 GC1487.Superseded values are not recommended for survey control.
 GC1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1487.See file dsdata.txt to determine how the superseded data were derived.
 GC1487
 GC1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE912931(NAD 83)
 GC1487_MARKER: DZ = AZIMUTH MARK DISK
 GC1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1487_STAMPING: KNOLL 1959
 GC1487_MARK LOGO: CGS   
 GC1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1487+STABILITY: SURFACE MOTION
 GC1487
 GC1487  HISTORY     - Date     Condition        Report By
 GC1487  HISTORY     - 1959     MONUMENTED       CGS
 GC1487
 GC1487                          STATION DESCRIPTION
 GC1487
 GC1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1487'1.7 MI SE FROM KINGSTON SPRINGS.
 GC1487'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1487'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1487'ROAD TO THE INTERSTATE HIGHWAY, THE MARK IS SET ON THE SOUTH SIDE
 GC1487'OF THE HIGHWAY, (THE ROAD IS UNDER CONSTRUCTION AND NO
 GC1487'MEASUREMENTS COULD BE TAKEN), 3 FT. EAST OF A WITNESS SIGN, AND
 GC1487'2 FT. NORTH OF THE RIGHT OF WAY FENCE, A DISK SET IN TOP OF A
 GC1487'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, THE
 GC1487'MARK IS SET AT THE CREST OF A SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1490 ***********************************************************************
 GC1490  DESIGNATION -  KNOLL RM 1
 GC1490  PID         -  GC1490
 GC1490  STATE/COUNTY-  TN/CHEATHAM
 GC1490  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1490
 GC1490                         *CURRENT SURVEY CONTROL
 GC1490  ___________________________________________________________________
 GC1490* NAD 83(1986)-  36 05 12.     (N)    087 04 48.     (W)     SCALED    
 GC1490* NAVD 88     -       180.414  (meters)     591.91   (feet)  ADJUSTED  
 GC1490  ___________________________________________________________________
 GC1490  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1490  DYNAMIC HT  -         180.258 (meters)     591.40  (feet)  COMP
 GC1490  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 GC1490
 GC1490  VERT ORDER  -  SECOND    CLASS 0
 GC1490
 GC1490.The horizontal coordinates were scaled from a topographic map and have
 GC1490.an estimated accuracy of +/- 6 seconds.
 GC1490
 GC1490.The orthometric height was determined by differential leveling
 GC1490.and adjusted by the National Geodetic Survey in June 1991..
 GC1490
 GC1490.The geoid height was determined by GEOID03.
 GC1490
 GC1490.The dynamic height is computed by dividing the NAVD 88
 GC1490.geopotential number by the normal gravity value computed on the
 GC1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1490.degrees latitude (g = 980.6199 gals.).
 GC1490
 GC1490.The modeled gravity was interpolated from observed gravity values.
 GC1490
 GC1490;                    North         East    Units  Estimated Accuracy
 GC1490;SPC TN       -   195,070.      502,740.      MT  (+/- 180 meters Scaled)
 GC1490
 GC1490                          SUPERSEDED SURVEY CONTROL
 GC1490
 GC1490  NGVD 29 (??/??/92)  180.430  (m)          591.96   (f) ADJ UNCH    2 0
 GC1490
 GC1490.Superseded values are not recommended for survey control.
 GC1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1490.See file dsdata.txt to determine how the superseded data were derived.
 GC1490
 GC1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE927935(NAD 83)
 GC1490_MARKER: DR = REFERENCE MARK DISK
 GC1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1490_STAMPING: KNOLL NO 1 1959
 GC1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1490+STABILITY: SURFACE MOTION
 GC1490
 GC1490  HISTORY     - Date     Condition        Report By
 GC1490  HISTORY     - 1959     MONUMENTED       CGS
 GC1490
 GC1490                          STATION DESCRIPTION
 GC1490
 GC1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1490'2.7 MI SE FROM KINGSTON SPRINGS.
 GC1490'THIS MARK IS LOCATED AT THE KNOLL 1959 STATION SITE, 35.5 FT.
 GC1490'EAST OF THE STATION MARK, 3 FT. SOUTH OF THE INTERSTATE HIGHWAY
 GC1490'RIGHT OF WAY FENCE AND ABOUT THE SAME ELEVATION AS THE STATION
 GC1490'MARK, A DISK SET IN TOP OF A CONCRETE POST WHICH IS SET FLUSH
 GC1490'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1488 ***********************************************************************
 GC1488  DESIGNATION -  KNOLL RM 2
 GC1488  PID         -  GC1488
 GC1488  STATE/COUNTY-  TN/CHEATHAM
 GC1488  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1488
 GC1488                         *CURRENT SURVEY CONTROL
 GC1488  ___________________________________________________________________
 GC1488* NAD 83(1986)-  36 05 13.     (N)    087 04 48.     (W)     SCALED    
 GC1488* NAVD 88     -       180.262  (meters)     591.41   (feet)  ADJUSTED  
 GC1488  ___________________________________________________________________
 GC1488  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GC1488  DYNAMIC HT  -         180.106 (meters)     590.90  (feet)  COMP
 GC1488  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GC1488
 GC1488  VERT ORDER  -  SECOND    CLASS 0
 GC1488
 GC1488.The horizontal coordinates were scaled from a topographic map and have
 GC1488.an estimated accuracy of +/- 6 seconds.
 GC1488
 GC1488.The orthometric height was determined by differential leveling
 GC1488.and adjusted by the National Geodetic Survey in June 1991..
 GC1488
 GC1488.The geoid height was determined by GEOID03.
 GC1488
 GC1488.The dynamic height is computed by dividing the NAVD 88
 GC1488.geopotential number by the normal gravity value computed on the
 GC1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1488.degrees latitude (g = 980.6199 gals.).
 GC1488
 GC1488.The modeled gravity was interpolated from observed gravity values.
 GC1488
 GC1488;                    North         East    Units  Estimated Accuracy
 GC1488;SPC TN       -   195,100.      502,740.      MT  (+/- 180 meters Scaled)
 GC1488
 GC1488                          SUPERSEDED SURVEY CONTROL
 GC1488
 GC1488  NGVD 29 (??/??/92)  180.278  (m)          591.46   (f) ADJ UNCH    2 0
 GC1488
 GC1488.Superseded values are not recommended for survey control.
 GC1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1488.See file dsdata.txt to determine how the superseded data were derived.
 GC1488
 GC1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE927935(NAD 83)
 GC1488_MARKER: DD = SURVEY DISK
 GC1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1488_MARK LOGO: TNHD  
 GC1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1488+STABILITY: SURFACE MOTION
 GC1488
 GC1488  HISTORY     - Date     Condition        Report By
 GC1488  HISTORY     - 1959     MONUMENTED       TNHD
 GC1488  HISTORY     - 1959     GOOD             NGS
 GC1488
 GC1488                          STATION DESCRIPTION
 GC1488
 GC1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1488'2.7 MI SE FROM KINGSTON SPRINGS.
 GC1488'THIS MARK IS LOCATED AT THE KNOLL 1959 STATION SITE, 24.2 FT.
 GC1488'WEST OF THE STATION MARK, AND 3 FT. SOUTH OF THE HIGHWAY RIGHT
 GC1488'OF WAY FENCE, A DISK SET IN TOP OF A 4 BY 4 CONCRETE POST
 GC1488'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3472 ***********************************************************************
 FB3472  CBN         -  This is a Cooperative Base Network Control Station.
 FB3472  PACS        -  This is a Primary Airport Control Station.
 FB3472  DESIGNATION -  KNOXPORT
 FB3472  PID         -  FB3472
 FB3472  STATE/COUNTY-  TN/KNOX
 FB3472  USGS QUAD   -  SHOOKS GAP (1987)
 FB3472
 FB3472                         *CURRENT SURVEY CONTROL
 FB3472  ___________________________________________________________________
 FB3472* NAD 83(1995)-  35 57 48.37916(N)    083 52 23.47650(W)     ADJUSTED  
 FB3472* NAVD 88     -       252.21   (meters)     827.5    (feet)  GPS OBS   
 FB3472  ___________________________________________________________________
 FB3472  X           -     551,637.314 (meters)                     COMP
 FB3472  Y           -  -5,139,039.287 (meters)                     COMP
 FB3472  Z           -   3,725,038.989 (meters)                     COMP
 FB3472  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FB3472  ELLIP HEIGHT-         221.52  (meters)          (07/11/02) GPS OBS
 FB3472  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB3472
 FB3472  HORZ ORDER  -  B
 FB3472  ELLP ORDER  -  FIRST     CLASS II
 FB3472
 FB3472.This mark is at Knoxville Downtown Isl Airport (DKX)
 FB3472
 FB3472.The horizontal coordinates were established by GPS observations
 FB3472.and adjusted by the National Geodetic Survey in July 2002..
 FB3472
 FB3472.The orthometric height was determined by GPS observations and a
 FB3472.high-resolution geoid model.
 FB3472
 FB3472.GPS derived orthometric heights for airport stations designated as
 FB3472.PACS or SACS are published to 2 decimal places.  This maintains
 FB3472.centimeter relative accuracy between the PACS and SACS.  It does
 FB3472.not indicate centimeter accuracy relative to other marks which are
 FB3472.part of the NAVD 88 network.
 FB3472
 FB3472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3472
 FB3472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3472
 FB3472.The ellipsoidal height was determined by GPS observations
 FB3472.and is referenced to NAD 83.
 FB3472
 FB3472.The geoid height was determined by GEOID03.
 FB3472
 FB3472;                    North         East     Units Scale Factor Converg.
 FB3472;SPC TN       -   182,943.243   791,825.184   MT  0.99995094   +1 14 42.4
 FB3472;SPC TN       -   600,206.29  2,597,846.46   sFT  0.99995094   +1 14 42.4
 FB3472;UTM  17      - 3,983,710.433   240,892.955   MT  1.00042734   -1 41 17.8
 FB3472
 FB3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3472!SPC TN       -   0.99996523  x   0.99995094  =   0.99991618
 FB3472!UTM  17      -   0.99996523  x   1.00042734  =   1.00039256
 FB3472
 FB3472:                Primary Azimuth Mark                     Grid Az
 FB3472:SPC TN       -  KNOXPORT AZ MK                           072 26 26.9
 FB3472:UTM  17      -  KNOXPORT AZ MK                           075 22 27.1
 FB3472
 FB3472|---------------------------------------------------------------------|
 FB3472| PID    Reference Object                     Distance      Geod. Az  |
 FB3472|                                                           dddmmss.s |
 FB3472| FB3473 KNOXPORT AZ MK                      467.277 METERS 0734109.3 |
 FB3472|---------------------------------------------------------------------|
 FB3472
 FB3472                          SUPERSEDED SURVEY CONTROL
 FB3472
 FB3472  NAD 83(1995)-  35 57 48.37983(N)    083 52 23.47655(W) AD(       ) 3
 FB3472  ELLIP H (04/12/99)  221.46   (m)                       GP(       ) 4 1
 FB3472  NAD 83(1995)-  35 57 48.38257(N)    083 52 23.48112(W) AD(       ) 3
 FB3472  NGVD 29 (09/17/90)  252.3    (m)          828.     (f) GPS OBS        
 FB3472
 FB3472.Superseded values are not recommended for survey control.
 FB3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3472.See file dsdata.txt to determine how the superseded data were derived.
 FB3472
 FB3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4089383710(NAD 83)
 FB3472_MARKER: I = METAL ROD
 FB3472_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB3472_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FB3472_STAMPING: KNOXPORT 1987
 FB3472_MARK LOGO: NGS   
 FB3472_PROJECTION: RECESSED 10 CENTIMETERS
 FB3472_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB3472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3472+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FB3472_ROD/PIPE-DEPTH: 12.5 meters
 FB3472_SLEEVE-DEPTH  : 0.90 meters
 FB3472
 FB3472  HISTORY     - Date     Condition        Report By
 FB3472  HISTORY     - 19871115 MONUMENTED       NGS
 FB3472  HISTORY     - 19881115 GOOD
 FB3472  HISTORY     - 19890602 GOOD             NGS
 FB3472  HISTORY     - 20020210 GOOD             NGS
 FB3472  HISTORY     - 20020210 GOOD             NGS
 FB3472  HISTORY     - 20031010 GOOD             TNDT
 FB3472
 FB3472                          STATION DESCRIPTION
 FB3472
 FB3472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FB3472'FROM THE EAST SIDE OF KNOXVILLE GO 0.75 MILE EASTERLY ALONG ISLAND
 FB3472'HOME AVENUE TO THE INTERSECTION OF MAPLEWOOD DRIVE, CONTINUE
 FB3472'EASTERLY ALONG MAPLEWOOD DRIVE FOR 0.15 MILE TO THE INTERSECTION
 FB3472'OF SPENCE PLACE, CONTINUE EASTERLY ALONG SPENCE PLACE FOR 0.80
 FB3472'MILE TO THE KNOXVILLE DOWNTOWN ISLAND AIRPORT OFFICE BUILDING THENCE
 FB3472'ABOUT 250 FEET NORTH ACROSS TAXIWAY TO MARK BETWEEN TAXIWAY
 FB3472'AND RUNWAY, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 40.0 FEET
 FB3472'TO REFUSAL, 4 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED
 FB3472'FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP
 FB3472'AND ---STAMPED KNOXPORT 1987, RECESSED 1 INCH BELOW GROUND WITH A
 FB3472'REBAR IN CONCRETE, 166.0 FEET NORTH OF NORTH EDGE OF TAXIWAY,
 FB3472'134.0 FEET SOUTH OF SOUTH EDGE OF RUNWAY, 44.5 FEET EAST OF A
 FB3472'CEILOMETER, 51.0 FEET WEST OF A PIPE CULVERT UNDER GROUND WITH A
 FB3472'THIN HEADWALL, AND 1.2 FEET WOUTHWEST OF A FIBERGLASS WITNESS POST
 FB3472'ALSO 0.3 MILE WEST OF KNOXPORT AZ MK.
 FB3472
 FB3472                          STATION RECOVERY (1988)
 FB3472
 FB3472'RECOVERED 1988
 FB3472'RECOVERED IN GOOD CONDITION.
 FB3472
 FB3472                          STATION RECOVERY (1989)
 FB3472
 FB3472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FB3472'THE STATION IS LOCATED MIDFIELD ON KNOXVILLE DOWNTOWN ISLAND AIRPORT.
 FB3472'THE STATION IS ON LINE WITH THE WEST END OF THE THIRD AIRCRAFT SHELTER
 FB3472'SOUTH OF THE TAXIWAY.  THE STATION IS 186.8 FEET (56.9 M) NORTH OF THE
 FB3472'CENTERLINE OF THE TAXIWAY (CENTER STRIPE), 49.5 FEET (15.1 M)
 FB3472'NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHERNMOST BOX CULVERT,
 FB3472'172.4 FEET (52.5 M) SOUTH OF THE RUNWAY CENTERLINE, AND 44.8 FEET
 FB3472'(13.7 M) SOUTHEAST OF A VERTICALLY AIMED SPOTLIGHT.  THE STATION IS A
 FB3472'STAINLESS STEEL ROD SET .2 FOOT (6.1 CM) BENEATH THE GROUND AND
 FB3472'ENCASED IN A STANDARD NGS FLANGE COVER.
 FB3472
 FB3472                          STATION RECOVERY (2002)
 FB3472
 FB3472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3472'RECOVERED AS DESCRIBED.  ADD--CONTACT WILLIAM MARRISON FOR PERMISSION
 FB3472'TO OCCUPY THIS
 FB3472'STATION AND ACCESS THROUGH THE LOCKED GATE.  PHONE 423-970-2773.  FBO
 FB3472'IS HAWTHORNE
 FB3472'AVIATION.  PHONE 423-970-4461.
 FB3472' 
 FB3472'
 FB3472
 FB3472                          STATION RECOVERY (2002)
 FB3472
 FB3472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3472'RECOVERED AS DESCRIBED.
 FB3472'
 FB3472
 FB3472                          STATION RECOVERY (2003)
 FB3472
 FB3472'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB3472'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB3473 ***********************************************************************
 FB3473  SACS        -  This is a Secondary Airport Control Station.
 FB3473  DESIGNATION -  KNOXPORT AZ MK
 FB3473  PID         -  FB3473
 FB3473  STATE/COUNTY-  TN/KNOX
 FB3473  USGS QUAD   -  SHOOKS GAP (1987)
 FB3473
 FB3473                         *CURRENT SURVEY CONTROL
 FB3473  ___________________________________________________________________
 FB3473* NAD 83(1995)-  35 57 52.63745(N)    083 52 05.57854(W)     ADJUSTED  
 FB3473* NAVD 88     -       252.32   (meters)     827.8    (feet)  GPS OBS   
 FB3473  ___________________________________________________________________
 FB3473  X           -     552,075.011 (meters)                     COMP
 FB3473  Y           -  -5,138,914.841 (meters)                     COMP
 FB3473  Z           -   3,725,145.281 (meters)                     COMP
 FB3473  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FB3473  ELLIP HEIGHT-         221.62  (meters)          (07/11/02) GPS OBS
 FB3473  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB3473
 FB3473  HORZ ORDER  -  FIRST
 FB3473  ELLP ORDER  -  THIRD     CLASS I
 FB3473
 FB3473.This mark is at Knoxville Downtown Isl Airport (DKX)
 FB3473
 FB3473.The horizontal coordinates were established by GPS observations
 FB3473.and adjusted by the National Geodetic Survey in July 2002..
 FB3473
 FB3473.The orthometric height was determined by GPS observations and a
 FB3473.high-resolution geoid model.
 FB3473
 FB3473.GPS derived orthometric heights for airport stations designated as
 FB3473.PACS or SACS are published to 2 decimal places.  This maintains
 FB3473.centimeter relative accuracy between the PACS and SACS.  It does
 FB3473.not indicate centimeter accuracy relative to other marks which are
 FB3473.part of the NAVD 88 network.
 FB3473
 FB3473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3473
 FB3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3473
 FB3473.The ellipsoidal height was determined by GPS observations
 FB3473.and is referenced to NAD 83.
 FB3473
 FB3473.The geoid height was determined by GEOID03.
 FB3473
 FB3473;                    North         East     Units Scale Factor Converg.
 FB3473;SPC TN       -   183,084.210   792,270.667   MT  0.99995099   +1 14 52.9
 FB3473;SPC TN       -   600,668.78  2,599,308.01   sFT  0.99995099   +1 14 52.9
 FB3473;UTM  17      - 3,983,828.473   241,345.283   MT  1.00042445   -1 41 07.4
 FB3473
 FB3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3473!SPC TN       -   0.99996522  x   0.99995099  =   0.99991621
 FB3473!UTM  17      -   0.99996522  x   1.00042445  =   1.00038965
 FB3473
 FB3473:                Primary Azimuth Mark                     Grid Az
 FB3473:SPC TN       -  KNOXPORT                                 252 26 26.9
 FB3473:UTM  17      -  KNOXPORT                                 255 22 27.2
 FB3473
 FB3473|---------------------------------------------------------------------|
 FB3473| PID    Reference Object                     Distance      Geod. Az  |
 FB3473|                                                           dddmmss.s |
 FB3473| FB3472 KNOXPORT                            467.277 METERS 2534119.8 |
 FB3473|---------------------------------------------------------------------|
 FB3473
 FB3473                          SUPERSEDED SURVEY CONTROL
 FB3473
 FB3473  NAD 83(1995)-  35 57 52.63776(N)    083 52 05.57846(W) AD(       ) 3
 FB3473  ELLIP H (04/12/99)  221.58   (m)                       GP(       ) 4 1
 FB3473  NAD 83(1995)-  35 57 52.64051(N)    083 52 05.58315(W) AD(       ) 3
 FB3473  NGVD 29 (09/17/90)  252.4    (m)          828.     (f) GPS OBS        
 FB3473
 FB3473.Superseded values are not recommended for survey control.
 FB3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3473.See file dsdata.txt to determine how the superseded data were derived.
 FB3473
 FB3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4134583828(NAD 83)
 FB3473_MARKER: I = METAL ROD
 FB3473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FB3473_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FB3473_STAMPING: KNOXPORT AZ MK 1987
 FB3473_MARK LOGO: NGS   
 FB3473_PROJECTION: RECESSED 3 CENTIMETERS
 FB3473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB3473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3473+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2002
 FB3473_ROD/PIPE-DEPTH: 15.8 meters
 FB3473_SLEEVE-DEPTH  : 0.9 meters
 FB3473
 FB3473  HISTORY     - Date     Condition        Report By
 FB3473  HISTORY     - 19871110 MONUMENTED       NGS
 FB3473  HISTORY     - 19881115 GOOD
 FB3473  HISTORY     - 19890602 GOOD             NGS
 FB3473  HISTORY     - 20020210 GOOD             NGS
 FB3473
 FB3473                          STATION DESCRIPTION
 FB3473
 FB3473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FB3473'FROM THE EAST SIDE OF KNOXVILLE GO 0.75 MILE EASTERLY ALONG ISLAND
 FB3473'HOME AVENUE TO THE INTERSECTION OF MAPLEWOOD DRIVE, CONTINUE
 FB3473'EASTERLY ALONG MAPLEWOOD DRIVE FOR 0.15 MILE TO THE INTERSECTION
 FB3473'OF SPENCE PLACE, CONTINUE EASTERLY ALONG SPENCE PLACE FOR 0.80
 FB3473'MILE TO THE KNOXVILLE DOWNTOWN ISLAND AIRPORT OFFICE BUILDING THENCE
 FB3473'0.3 MILE EASTERLY ALONG THE TAXIWAY TO MARK ON THE LEFT, A 3-D
 FB3473'MARK, A STAINLESS STEEL ROD DRIVEN 52.0 FEET TO REFUSAL 4 INCHES
 FB3473'BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE,
 FB3473'ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND ---STAMPED KNOXPORT
 FB3473'AZ MK 1987, RECESSED 1 INCH BELOW GROUND, WITH A REBAR IN CONCRETE,
 FB3473'93.5 FEET SOUTHWEST OF TAXIWAY, 89.0 FEET NORTHWEST OF A PIPE
 FB3473'CULVERT WITH A THIN HEADWALL, 90.0 FEET SOUTHEAST OF SOUTHWEST
 FB3473'CONCRETE BASE FOR A VASI, 84.5 FEET SOUTH OF A BLACK BOX AND 1.8
 FB3473'FEET NORTHEAST OF A FIBERGLASS WITNESS POST.  ALSO 0.3 MILE EAST OF
 FB3473'KNOXPORT 1987.
 FB3473
 FB3473                          STATION RECOVERY (1988)
 FB3473
 FB3473'RECOVERED 1988
 FB3473'RECOVERED IN GOOD CONDITION.
 FB3473
 FB3473                          STATION RECOVERY (1989)
 FB3473
 FB3473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FB3473'THE STATION IS LOCATED ON THE EAST END OF THE KNOXVILLE DOWNTOWN
 FB3473'ISLAND AIRPORT.  THE STATION IS 132.2 FEET (40.3 M) SOUTH OF THE
 FB3473'CENTERLINE END OF THE RUNWAY, 90.6 FEET (27.6 M) SOUTHEAST OF THE
 FB3473'SOUTHEAST CORNER OF THE CONCRETE VASI PAD, 88.5 FEET (27.0 M) NORTH OF
 FB3473'THE NORTHEAST CORNER OF A CONCRETE BOX CULVERT, 77.5 FEET (23.6 M)
 FB3473'NORTHWEST OF THE FIRST TAXIWAY LIGHT SOUTH OF THE HOLD BAR, 76.6 FEET
 FB3473'(23.3 M) WEST OF THE WEST EDGE OF THE TAXIWAY AT THE HOLD BAR, AND
 FB3473'174.7 FEET (53.2 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY 26. THE
 FB3473'STATION IS A STAINLESS STEEL ROD SET .2 FOOT (6.1 CM) BENEATH THE
 FB3473'GROUND ENCASED IN A STANDARD NGS FLANGE COVER.
 FB3473
 FB3473                          STATION RECOVERY (2002)
 FB3473
 FB3473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 FB3473'RECOVERED AS DESCRIBED.  ADD--CONTACT WILLIAM MARRISON FOR PERMISSION
 FB3473'TO OCCUPY THIS
 FB3473'STATION AND ACCESS THROUGH THE LOCKED GATE.  PHONE 423-970-2773.  FBO
 FB3473'IS HAWTHORNE
 FB3473'AVIATION.  PHONE 423-577-4461.
 FB3473' 
 FB3473'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2656 ***********************************************************************
 FB2656  DESIGNATION -  KNOXVILLE C B ATKIN CO TANK
 FB2656  PID         -  FB2656
 FB2656  STATE/COUNTY-  TN/KNOX
 FB2656  USGS QUAD   -  KNOXVILLE (1978)
 FB2656
 FB2656                         *CURRENT SURVEY CONTROL
 FB2656  ___________________________________________________________________
 FB2656* NAD 83(1995)-  35 59 44.21165(N)    083 56 21.54646(W)     ADJUSTED  
 FB2656* NAVD 88     -                                                        
 FB2656  ___________________________________________________________________
 FB2656  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FB2656  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2656
 FB2656  HORZ ORDER  -  THIRD
 FB2656
 FB2656.The horizontal coordinates were established by classical geodetic methods
 FB2656.and adjusted by the National Geodetic Survey in April 1999..
 FB2656
 FB2656
 FB2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2656
 FB2656.The geoid height was determined by GEOID03.
 FB2656
 FB2656;                    North         East     Units Scale Factor Converg.
 FB2656;SPC TN       -   186,384.846   785,786.354   MT  0.99995236   +1 12 23.1
 FB2656;SPC TN       -   611,497.62  2,578,034.06   sFT  0.99995236   +1 12 23.1
 FB2656;UTM  17      - 3,987,458.493   235,035.315   MT  1.00046516   -1 43 42.6
 FB2656;UTM  16      - 3,987,795.568   775,908.130   MT  1.00053812   +1 47 59.9
 FB2656
 FB2656                          SUPERSEDED SURVEY CONTROL
 FB2656
 FB2656  NAD 83(1995)-  35 59 44.21970(N)    083 56 21.54446(W) AD(       ) 4
 FB2656  NAD 83(1986)-  35 59 44.22531(N)    083 56 21.54263(W) AD(       ) 4
 FB2656  NAD 27      -  35 59 43.92800(N)    083 56 21.87900(W) AD(       ) 3
 FB2656
 FB2656.Superseded values are not recommended for survey control.
 FB2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2656.See file dsdata.txt to determine how the superseded data were derived.
 FB2656
 FB2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3503587458(NAD 83)
 FB2656_MARKER: 53 = ELEVATED TANK
 FB2656
 FB2656  HISTORY     - Date     Condition        Report By
 FB2656  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2656
 FB2656                          STATION DESCRIPTION
 FB2656
 FB2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2656'THE STATION IS LOCATED AT THE WEST EDGE OF THE HARVEY STREET PLANT OF
 FB2656'THE C.B. ATKIN FURNITURE MANUFACTURING CO. IT IS AT THE EXTREME
 FB2656'NORTH END OF HARVEY STREET IN THE NORTH CENTRAL PART OF KNOXVILLE.
 FB2656'
 FB2656'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS A
 FB2656'CONICAL ROOF WITH A BALL AT THE APEX, IS PAINTED SILVER, AND HAS AN
 FB2656'OVER-ALL HEIGHT OF 115.0 FEET.
 FB2656'
 FB2656'THE BALL AT THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2658 ***********************************************************************
 FB2658  DESIGNATION -  KNOXVILLE FIFTH MUN DIST SPIPE
 FB2658  PID         -  FB2658
 FB2658  STATE/COUNTY-  TN/KNOX
 FB2658  USGS QUAD   -  KNOXVILLE (1978)
 FB2658
 FB2658                         *CURRENT SURVEY CONTROL
 FB2658  ___________________________________________________________________
 FB2658* NAD 83(1995)-  35 58 41.66942(N)    083 56 59.75460(W)     ADJUSTED  
 FB2658* NAVD 88     -                                                        
 FB2658  ___________________________________________________________________
 FB2658  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FB2658  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2658
 FB2658  HORZ ORDER  -  THIRD
 FB2658
 FB2658.The horizontal coordinates were established by classical geodetic methods
 FB2658.and adjusted by the National Geodetic Survey in April 1999..
 FB2658
 FB2658
 FB2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2658
 FB2658.The geoid height was determined by GEOID03.
 FB2658
 FB2658;                    North         East     Units Scale Factor Converg.
 FB2658;SPC TN       -   184,437.596   784,869.991   MT  0.99995156   +1 12 00.7
 FB2658;SPC TN       -   605,109.01  2,575,027.63   sFT  0.99995156   +1 12 00.7
 FB2658;UTM  17      - 3,985,559.731   234,019.939   MT  1.00047181   -1 44 02.5
 FB2658;UTM  16      - 3,985,837.796   775,011.453   MT  1.00053203   +1 47 34.7
 FB2658
 FB2658                          SUPERSEDED SURVEY CONTROL
 FB2658
 FB2658  NAD 83(1995)-  35 58 41.67721(N)    083 56 59.75243(W) AD(       ) 4
 FB2658  NAD 83(1986)-  35 58 41.68287(N)    083 56 59.75064(W) AD(       ) 4
 FB2658  NAD 27      -  35 58 41.38600(N)    083 57 00.08700(W) AD(       ) 3
 FB2658
 FB2658.Superseded values are not recommended for survey control.
 FB2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2658.See file dsdata.txt to determine how the superseded data were derived.
 FB2658
 FB2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3402085560(NAD 83)
 FB2658_MARKER: 52 = STANDPIPE TANK
 FB2658
 FB2658  HISTORY     - Date     Condition        Report By
 FB2658  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2658  HISTORY     - 1982     GOOD             LOCSUR
 FB2658  HISTORY     - 20010325 GOOD             USPSQD
 FB2658
 FB2658                          STATION DESCRIPTION
 FB2658
 FB2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2658'THE STATION IS LOCATED ON A PROMINENT RIDGE IN THE LONSDALE SECTION
 FB2658'OF KNOXVILLE. IT IS ON PROPERTY OF THE KNOXVILLE UTILITIES BOARD,
 FB2658'ABOUT 2 MILES WEST-NORTHWEST OF THE CENTER OF DOWNTOWN KNOXVILLE AND
 FB2658'JUST NORTH OF VERMONT AVENUE NW.
 FB2658'
 FB2658'IT IS A STEEL, CYLINDRICAL STRUCTURE, 25 FEET IN DIAMETER, HAS A
 FB2658'CONICAL ROOF WITH A BALL AT THE APEX, IS PAINTED BLACK, AND HAS AN
 FB2658'OVER-ALL HEIGHT OF 70.0 FEET.
 FB2658'
 FB2658'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 FB2658
 FB2658                          STATION RECOVERY (1982)
 FB2658
 FB2658'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2658'A BALL AT APEX OF ROOF OF A 25 FOOT DIA. X 70 FOOT H. STANDPIPE.
 FB2658'RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED AND HEREWITH
 FB2658'NOTED--THE STANDPIPE IS NOW PAINTED BLUE (NOT BLACK AS WAS REPORTED
 FB2658'IN THE 1960 DESCRIPTION) WITH A YELLOW STRIPE ON ONE SIDE WITH THE
 FB2658'WORD RULE PAINTED IN THE YELLOW AREA, AS IT IS LOCATED IN AN
 FB2658'ADJACENT LOT N. E. OF RULE HIGH SCHOOL ATHLETIC FIELD.
 FB2658'(CITY BLOCK 19880).
 FB2658
 FB2658                          STATION RECOVERY (2001)
 FB2658
 FB2658'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2659 ***********************************************************************
 FB2659  DESIGNATION -  KNOXVILLE IMM CONCEPTION CH
 FB2659  PID         -  FB2659
 FB2659  STATE/COUNTY-  TN/KNOX
 FB2659  USGS QUAD   -  KNOXVILLE (1978)
 FB2659
 FB2659                         *CURRENT SURVEY CONTROL
 FB2659  ___________________________________________________________________
 FB2659* NAD 83(1995)-  35 58 01.39306(N)    083 55 18.14583(W)     ADJUSTED  
 FB2659* NAVD 88     -                                                        
 FB2659  ___________________________________________________________________
 FB2659  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FB2659  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2659
 FB2659  HORZ ORDER  -  THIRD
 FB2659
 FB2659.The horizontal coordinates were established by classical geodetic methods
 FB2659.and adjusted by the National Geodetic Survey in April 1999..
 FB2659
 FB2659
 FB2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2659
 FB2659.The geoid height was determined by GEOID03.
 FB2659
 FB2659;                    North         East     Units Scale Factor Converg.
 FB2659;SPC TN       -   183,250.229   787,441.198   MT  0.99995108   +1 13 00.2
 FB2659;SPC TN       -   601,213.46  2,583,463.33   sFT  0.99995108   +1 13 00.2
 FB2659;UTM  17      - 3,984,241.639   236,528.286   MT  1.00045545   -1 43 01.1
 FB2659;UTM  16      - 3,984,676.400   777,596.325   MT  1.00054964   +1 48 32.8
 FB2659
 FB2659                          SUPERSEDED SURVEY CONTROL
 FB2659
 FB2659  NAD 83(1995)-  35 58 01.40100(N)    083 55 18.14315(W) AD(       ) 4
 FB2659  NAD 83(1986)-  35 58 01.40663(N)    083 55 18.14152(W) AD(       ) 4
 FB2659  NAD 27      -  35 58 01.10800(N)    083 55 18.48400(W) AD(       ) 3
 FB2659
 FB2659.Superseded values are not recommended for survey control.
 FB2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2659.See file dsdata.txt to determine how the superseded data were derived.
 FB2659
 FB2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3652884242(NAD 83)
 FB2659_MARKER: 90 = CHURCH SPIRE
 FB2659
 FB2659  HISTORY     - Date     Condition        Report By
 FB2659  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2659  HISTORY     - 1963     GOOD             CGS
 FB2659  HISTORY     - 1982     GOOD             LOCSUR
 FB2659  HISTORY     - 20010322 GOOD             USPSQD
 FB2659
 FB2659                          STATION DESCRIPTION
 FB2659
 FB2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2659'THE SPIRE IS ON THE FRONT WALL OF THE IMMACULATE CONCEPTION CHURCH ON
 FB2659'VINE AVE. S.W. BETWEEN WALNUT ST. S.W. AND MARKET ST. IN THE
 FB2659'DOWNTOWN SECTION OF KNOXVILLE. IT IS A TALL SPIRE ATOP THE BELFRY AND
 FB2659'CLOCK TOWER OF THE CHURCH BUILDING.  THE OVER-ALL HEIGHT IS 178
 FB2659'FEET. A CROSS AT THE APEX OF THE SPIRE IS THE POINT OBSERVED UPON.
 FB2659
 FB2659                          STATION RECOVERY (1963)
 FB2659
 FB2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 FB2659'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FB2659
 FB2659                          STATION RECOVERY (1982)
 FB2659
 FB2659'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2659'NOT STAMPED--A CROSS AT THE APEX OF A CHURCH SPIRE.
 FB2659'RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 FB2659'(CITY BLOCK 06101).
 FB2659
 FB2659                          STATION RECOVERY (2001)
 FB2659
 FB2659'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2660 ***********************************************************************
 FB2660  DESIGNATION -  KNOXVILLE RADIO STA WIVK MAST
 FB2660  PID         -  FB2660
 FB2660  STATE/COUNTY-  TN/KNOX
 FB2660  USGS QUAD   -  KNOXVILLE (1978)
 FB2660
 FB2660                         *CURRENT SURVEY CONTROL
 FB2660  ___________________________________________________________________
 FB2660* NAD 83(1995)-  35 57 41.00183(N)    083 58 54.74452(W)     ADJUSTED  
 FB2660* NAVD 88     -                                                        
 FB2660  ___________________________________________________________________
 FB2660  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FB2660  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2660
 FB2660  HORZ ORDER  -  THIRD
 FB2660
 FB2660.The horizontal coordinates were established by classical geodetic methods
 FB2660.and adjusted by the National Geodetic Survey in April 1999..
 FB2660
 FB2660
 FB2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2660
 FB2660.The geoid height was determined by GEOID03.
 FB2660
 FB2660;                    North         East     Units Scale Factor Converg.
 FB2660;SPC TN       -   182,508.334   782,028.539   MT  0.99995086   +1 10 53.4
 FB2660;SPC TN       -   598,779.43  2,565,705.30   sFT  0.99995086   +1 10 53.4
 FB2660;UTM  17      - 3,983,777.491   231,081.907   MT  1.00049118   -1 45 07.7
 FB2660;UTM  16      - 3,983,878.141   772,188.487   MT  1.00051300   +1 46 24.4
 FB2660
 FB2660                          SUPERSEDED SURVEY CONTROL
 FB2660
 FB2660  NAD 83(1995)-  35 57 41.00920(N)    083 58 54.74231(W) AD(       ) 4
 FB2660  NAD 83(1986)-  35 57 41.01494(N)    083 58 54.74069(W) AD(       ) 4
 FB2660  NAD 27      -  35 57 40.72000(N)    083 58 55.07200(W) AD(       ) 3
 FB2660
 FB2660.Superseded values are not recommended for survey control.
 FB2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2660.See file dsdata.txt to determine how the superseded data were derived.
 FB2660
 FB2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3108283777(NAD 83)
 FB2660_MARKER: 42 = RADIO/TV MAST
 FB2660
 FB2660  HISTORY     - Date     Condition        Report By
 FB2660  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2660  HISTORY     - 1982     GOOD             LOCSUR
 FB2660  HISTORY     - 20010322 GOOD             USPSQD
 FB2660
 FB2660                          STATION DESCRIPTION
 FB2660
 FB2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2660'THE MAST IS ON A HILL WEST OF KNOXVILLE ABOUT 0.6 MILE WEST OF THIRD
 FB2660'CREEK.
 FB2660'
 FB2660'THE STATION IS A 320 FOOT GUYED MAST WITH THREE SIDES. IT STANDS AT
 FB2660'THE SOUTH SIDE OF A BLOCK BUILDING WHICH HOUSES THE RADIO
 FB2660'TRANSMITTER. THE TOP AND CENTER OF THE MAST IS THE POINT OBSERVED
 FB2660'UPON.
 FB2660'
 FB2660'TO REACH THE STATION FROM PAPER MILL DRIVE AND MIDDLEBROOK PIKE IN
 FB2660'THE WEST EDGE OF KNOXVILLE, GO WEST ON MIDDLEBROOK PIKE FOR 0.7
 FB2660'MILE TO KIM WATT DRIVE. TURN LEFT ON KIM WATT DRIVE FOR 0.55 MILE TO
 FB2660'SUNFLOWER DRIVE, TURN RIGHT ON SUNFLOWER DRIVE FOR 0.1 MILE
 FB2660'TO MILLARD BEETS LANE ON THE RIGHT, FOLLOW MILLARD BEETS LANE EAST
 FB2660'FOR 0.4 MILE TO THE STATION.
 FB2660
 FB2660                          STATION RECOVERY (1982)
 FB2660
 FB2660'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2660'A 320 FOOT GUYED STEEL TRUSS MAST AT THE TOP AND CENTER.
 FB2660'RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 FB2660'(CITY BLOCK 50310).
 FB2660
 FB2660                          STATION RECOVERY (2001)
 FB2660
 FB2660'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2661 ***********************************************************************
 FB2661  DESIGNATION -  KNOXVILLE RADIO STA WKGN MAST
 FB2661  PID         -  FB2661
 FB2661  STATE/COUNTY-  TN/KNOX
 FB2661  USGS QUAD   -  KNOXVILLE (1978)
 FB2661
 FB2661                         *CURRENT SURVEY CONTROL
 FB2661  ___________________________________________________________________
 FB2661* NAD 83(1995)-  35 57 35.86397(N)    083 56 55.83663(W)     ADJUSTED  
 FB2661* NAVD 88     -                                                        
 FB2661  ___________________________________________________________________
 FB2661  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 FB2661  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2661
 FB2661  HORZ ORDER  -  THIRD
 FB2661
 FB2661.The horizontal coordinates were established by classical geodetic methods
 FB2661.and adjusted by the National Geodetic Survey in April 1999..
 FB2661
 FB2661
 FB2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2661
 FB2661.The geoid height was determined by GEOID03.
 FB2661
 FB2661;                    North         East     Units Scale Factor Converg.
 FB2661;SPC TN       -   182,411.956   785,010.623   MT  0.99995081   +1 12 03.0
 FB2661;SPC TN       -   598,463.23  2,575,489.02   sFT  0.99995081   +1 12 03.0
 FB2661;UTM  17      - 3,983,528.491   234,056.728   MT  1.00047157   -1 43 57.5
 FB2661;UTM  16      - 3,983,812.540   775,173.114   MT  1.00053313   +1 47 34.2
 FB2661
 FB2661                          SUPERSEDED SURVEY CONTROL
 FB2661
 FB2661  NAD 83(1995)-  35 57 35.87154(N)    083 56 55.83417(W) AD(       ) 4
 FB2661  NAD 83(1986)-  35 57 35.87729(N)    083 56 55.83252(W) AD(       ) 4
 FB2661  NAD 27      -  35 57 35.58000(N)    083 56 56.17000(W) AD(       ) 3
 FB2661
 FB2661.Superseded values are not recommended for survey control.
 FB2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2661.See file dsdata.txt to determine how the superseded data were derived.
 FB2661
 FB2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3405783528(NAD 83)
 FB2661_MARKER: 42 = RADIO/TV MAST
 FB2661
 FB2661  HISTORY     - Date     Condition        Report By
 FB2661  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2661  HISTORY     - 20010325 GOOD             USPSQD
 FB2661
 FB2661                          STATION DESCRIPTION
 FB2661
 FB2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2661'THE STATION IS LOCATED BETWEEN SUTHERLAND AVENUE NW AND AILOR AVENUE
 FB2661'NW IN THE WEST SECTION OF KNOXVILLE.
 FB2661'
 FB2661'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY GUY CABLES, IS PAINTED
 FB2661'ALTERNATELY RED AND WHITE, HAS A RED FLASHING LIGHT AT THE TOP AND
 FB2661'CENTER OF THE MAST, AND HAS AN OVER-ALL HEIGHT OF 325.0 FEET.
 FB2661'
 FB2661'THE RED FLASHING LIGHT AT THE TOP AND CENTER OF THE MAST WAS THE
 FB2661'POINT OBSERVED UPON.
 FB2661'
 FB2661'TO REACH FROM THE EUCLID BAPTIST CHURCH AT 1954 EUCLID AVENUE, GO
 FB2661'NORTHWEST ON 24TH. STREET NW FOR 1 BLOCK TO AILOR AVENUE NW ON
 FB2661'THE LEFT, TURN LEFT, SOUTHWEST, ON AILOR AVENUE NW. FOR 0.2 MILE TO
 FB2661'THE ALLIED STRUCTURAL STEEL ON THE RIGHT AND THE STATION ON THE
 FB2661'LEFT ABOUT 50 YARDS SOUTH OF AILOR AVE. NW.
 FB2661
 FB2661                          STATION RECOVERY (2001)
 FB2661
 FB2661'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2662 ***********************************************************************
 FB2662  DESIGNATION -  KNOXVILLE RADIO STA WKXV MAST
 FB2662  PID         -  FB2662
 FB2662  STATE/COUNTY-  TN/KNOX
 FB2662  USGS QUAD   -  KNOXVILLE (1978)
 FB2662
 FB2662                         *CURRENT SURVEY CONTROL
 FB2662  ___________________________________________________________________
 FB2662* NAD 83(1995)-  35 58 50.75104(N)    083 59 14.89856(W)     ADJUSTED  
 FB2662* NAVD 88     -                                                        
 FB2662  ___________________________________________________________________
 FB2662  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FB2662  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2662
 FB2662  HORZ ORDER  -  THIRD
 FB2662
 FB2662.The horizontal coordinates were established by classical geodetic methods
 FB2662.and adjusted by the National Geodetic Survey in April 1999..
 FB2662
 FB2662
 FB2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2662
 FB2662.The geoid height was determined by GEOID03.
 FB2662
 FB2662;                    North         East     Units Scale Factor Converg.
 FB2662;SPC TN       -   184,647.173   781,479.455   MT  0.99995167   +1 10 41.6
 FB2662;SPC TN       -   605,796.60  2,563,903.85   sFT  0.99995167   +1 10 41.6
 FB2662;UTM  17      - 3,985,942.803   230,642.784   MT  1.00049409   -1 45 22.5
 FB2662;UTM  16      - 3,986,012.383   771,617.000   MT  1.00050916   +1 46 15.5
 FB2662
 FB2662                          SUPERSEDED SURVEY CONTROL
 FB2662
 FB2662  NAD 83(1995)-  35 58 50.75851(N)    083 59 14.89671(W) AD(       ) 4
 FB2662  NAD 83(1986)-  35 58 50.76428(N)    083 59 14.89482(W) AD(       ) 4
 FB2662  NAD 27      -  35 58 50.47100(N)    083 59 15.22400(W) AD(       ) 3
 FB2662
 FB2662.Superseded values are not recommended for survey control.
 FB2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2662.See file dsdata.txt to determine how the superseded data were derived.
 FB2662
 FB2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3064385943(NAD 83)
 FB2662_MARKER: 42 = RADIO/TV MAST
 FB2662
 FB2662  HISTORY     - Date     Condition        Report By
 FB2662  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2662  HISTORY     - 1982     GOOD             LOCSUR
 FB2662  HISTORY     - 20010325 GOOD             USPSQD
 FB2662
 FB2662                          STATION DESCRIPTION
 FB2662
 FB2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2662'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB2662'AND NEAR THE SUMMIT OF A LOW HILL IN THE PLEASANT RIDGE PARK
 FB2662'COMMUNITY.
 FB2662'
 FB2662'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY GUY CABLES, IS PAINTED
 FB2662'ALTERNATELY RED AND WHITE, HAS A RED FLASHING LIGHT AT THE TOP AND
 FB2662'CENTER OF THE MAST, AND HAS AN OVER-ALL HEIGHT OF 270.0 FEET.
 FB2662'
 FB2662'THE RED FLASHING LIGHT AT THE TOP AND CENTER OF THE MAST WAS THE
 FB2662'POINT OBSERVED UPON.
 FB2662'
 FB2662'TO REACH THE STATION FROM THE OLIVET BAPTIST CHURCH ON PLEASANT RIDGE
 FB2662'ROAD, TURN WEST OFF PLEASANT RIDGE ROAD AT A SIGN WKXV TRANSMITTER
 FB2662'ONTO A GRAVELED ROAD WHICH PASSES NORTH OF THE CHURCH, AND GO 0.4
 FB2662'MILE TO THE STATION NEAR THE SUMMIT OF THE HILL.
 FB2662
 FB2662                          STATION RECOVERY (1982)
 FB2662
 FB2662'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2662'A 270 FOOT HIGH STEEL RADIO MAST TOP AND CENTER.  RECOVERED IN GOOD
 FB2662'CONDITION.  RECOVERED, HOWEVER THE OLD DESCRIPTION IS NOW
 FB2662'INADEQUATE.  DELETE ALL WORDING IN THE PRESENT DESCRIPTION BEGINNING
 FB2662'WITH THE WORDS TO REACH THE STATION AND INSERT THE
 FB2662'FOLLOWING--TRAVELING N. W. ALONG PLEASANT RIDGE RD. TURN LEFT
 FB2662'(SOUTHERLY) AT SISK RD.  CONTINUE ALONG SISK RD PAST WEST HAVEN
 FB2662'ELEM. SCHOOL TO A CURVE TO THE RIGHT (WESTERLY) AND
 FB2662'PLUMWOOD DR. TRAVEL ALONG PLUMWOOD TO A CURVE TO THE LEFT
 FB2662'(SOUTHERLY) WHICH BECOMES PEACHWOOD RD., THEN TURN RIGHT UP A
 FB2662'HILL AT AN UNNAMED T ROAD TO THE RIGHT IMMEDIATELY PAST THE CURVE
 FB2662'INTERSECTION OF PLUMWOOD AND PEACHWOOD TO THE STATION (TOWER).
 FB2662'(CITY BLOCK 43580).
 FB2662
 FB2662                          STATION RECOVERY (2001)
 FB2662
 FB2662'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3548 ***********************************************************************
 GA3548  DESIGNATION -  KNOXVILLE RADIO STA WNOX MAST
 GA3548  PID         -  GA3548
 GA3548  STATE/COUNTY-  TN/KNOX
 GA3548  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3548
 GA3548                         *CURRENT SURVEY CONTROL
 GA3548  ___________________________________________________________________
 GA3548* NAD 83(1995)-  36 02 34.41944(N)    083 53 55.33581(W)     ADJUSTED  
 GA3548* NAVD 88     -                                                        
 GA3548  ___________________________________________________________________
 GA3548  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GA3548  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3548
 GA3548  HORZ ORDER  -  THIRD
 GA3548
 GA3548.The horizontal coordinates were established by classical geodetic methods
 GA3548.and adjusted by the National Geodetic Survey in April 1999..
 GA3548
 GA3548
 GA3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3548
 GA3548.The geoid height was determined by GEOID03.
 GA3548
 GA3548;                    North         East     Units Scale Factor Converg.
 GA3548;SPC TN       -   191,707.404   789,334.843   MT  0.99995502   +1 13 48.7
 GA3548;SPC TN       -   628,960.04  2,589,676.06   sFT  0.99995502   +1 13 48.7
 GA3548;UTM  17      - 3,992,594.884   238,853.660   MT  1.00044040   -1 42 23.5
 GA3548
 GA3548                          SUPERSEDED SURVEY CONTROL
 GA3548
 GA3548  NAD 83(1995)-  36 02 34.42720(N)    083 53 55.33396(W) AD(       ) 4
 GA3548  NAD 83(1995)-  36 02 34.42716(N)    083 53 55.33395(W) AD(       ) 4
 GA3548  NAD 83(1995)-  36 02 34.42880(N)    083 53 55.33397(W) AD(       ) 4
 GA3548  NAD 83(1986)-  36 02 34.43396(N)    083 53 55.33221(W) AD(       ) 4
 GA3548  NAD 27      -  36 02 34.13500(N)    083 53 55.67000(W) AD(       ) 3
 GA3548
 GA3548.Superseded values are not recommended for survey control.
 GA3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3548.See file dsdata.txt to determine how the superseded data were derived.
 GA3548
 GA3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3885492595(NAD 83)
 GA3548_MARKER: 42 = RADIO/TV MAST
 GA3548
 GA3548  HISTORY     - Date     Condition        Report By
 GA3548  HISTORY     - 1960     FIRST OBSERVED   CGS
 GA3548  HISTORY     - 1982     GOOD             LOCENG
 GA3548  HISTORY     - 20010325 GOOD             USPSQD
 GA3548
 GA3548                          STATION DESCRIPTION
 GA3548
 GA3548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA3548'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF DOWNTOWN
 GA3548'KNOXVILLE AND 2 MILES WEST
 GA3548'OF THE VILLAGE OF SMITHWOOD.
 GA3548'
 GA3548'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY SIX GUY CABLES, IS PAINTED
 GA3548'ALTERNATELY RED
 GA3548'AND WHITE, HAS A RED FLASHING LIGHT ON THE EAST SIDE
 GA3548'AT THE TOP OF THE MAST, AND HAS AN
 GA3548'OVER-ALL HEIGHT OF 480.0 FEET.
 GA3548'THERE ARE THREE, SMALL, THREE-LEGGED, SELF SUPPORTING
 GA3548'TOWERS NEARBY.
 GA3548'
 GA3548'THE TOP AND CENTER OF THE MAST PROPER WAS THE POINT OBSERVED UPON.
 GA3548'
 GA3548'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GA3548'TAZEWELL PIKE AND
 GA3548'JACKSBORO PIKE IN SMITHWOOD, GO EASTERLY ON TAZEWELL PIKE
 GA3548'FOR 1.9 MILES TO ANDERSON
 GA3548'ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON
 GA3548'ANDERSON ROAD FOR 0.5 MILE AND THE MAST ON
 GA3548'THE RIGHT JUST NORTH OF A
 GA3548'TRANSMITTER BUILDING.
 GA3548
 GA3548                          STATION RECOVERY (1982)
 GA3548
 GA3548'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA3548'NO STAMPING.  RECOVERED IN GOOD CONDITION - RECOVERED AS DESCRIBED.
 GA3548'(CITY BLK 34960)
 GA3548
 GA3548                          STATION RECOVERY (2001)
 GA3548
 GA3548'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 GA3548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2663 ***********************************************************************
 FB2663  DESIGNATION -  KNOXVILLE SECOND METH CHURCH
 FB2663  PID         -  FB2663
 FB2663  STATE/COUNTY-  TN/KNOX
 FB2663  USGS QUAD   -  KNOXVILLE (1978)
 FB2663
 FB2663                         *CURRENT SURVEY CONTROL
 FB2663  ___________________________________________________________________
 FB2663* NAD 83(1995)-  35 57 56.18507(N)    083 56 05.39592(W)     ADJUSTED  
 FB2663* NAVD 88     -                                                        
 FB2663  ___________________________________________________________________
 FB2663  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FB2663  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2663
 FB2663  HORZ ORDER  -  THIRD
 FB2663
 FB2663.The horizontal coordinates were established by classical geodetic methods
 FB2663.and adjusted by the National Geodetic Survey in April 1999..
 FB2663
 FB2663
 FB2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2663
 FB2663.The geoid height was determined by GEOID03.
 FB2663
 FB2663;                    North         East     Units Scale Factor Converg.
 FB2663;SPC TN       -   183,064.695   786,261.015   MT  0.99995103   +1 12 32.5
 FB2663;SPC TN       -   600,604.75  2,579,591.35   sFT  0.99995103   +1 12 32.5
 FB2663;UTM  17      - 3,984,116.686   235,339.550   MT  1.00046318   -1 43 28.7
 FB2663;UTM  16      - 3,984,478.557   776,417.423   MT  1.00054159   +1 48 04.7
 FB2663
 FB2663                          SUPERSEDED SURVEY CONTROL
 FB2663
 FB2663  NAD 83(1995)-  35 57 56.19283(N)    083 56 05.39338(W) AD(       ) 4
 FB2663  NAD 83(1986)-  35 57 56.19853(N)    083 56 05.39171(W) AD(       ) 4
 FB2663  NAD 27      -  35 57 55.90100(N)    083 56 05.73200(W) AD(       ) 3
 FB2663
 FB2663.Superseded values are not recommended for survey control.
 FB2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2663.See file dsdata.txt to determine how the superseded data were derived.
 FB2663
 FB2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3534084117(NAD 83)
 FB2663_MARKER: 90 = CHURCH SPIRE
 FB2663
 FB2663  HISTORY     - Date     Condition        Report By
 FB2663  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2663  HISTORY     - 1963     GOOD             CGS
 FB2663  HISTORY     - 1982     GOOD             LOCSUR
 FB2663  HISTORY     - 20010322 GOOD             USPSQD
 FB2663
 FB2663                          STATION DESCRIPTION
 FB2663
 FB2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2663'THE SECOND METHODIST CHURCH IS ON WESTERN AVE. ABOUT 100 FEET EAST OF
 FB2663'COWAN ST. N.W. IN THE DOWNTOWN SECTION OF KNOXVILLE.
 FB2663'
 FB2663'THE STATION IS A TALL OCTAGON, ALUMINUM COLORED SPIRE ATOP A WHITE
 FB2663'BELFRY BETWEEN TWO LARGE BRICK BUILDINGS. THE POINT OF THE SPIRE IS
 FB2663'140 FEET ABOVE THE GROUND AND IS THE POINT OBSERVED UPON.
 FB2663
 FB2663                          STATION RECOVERY (1963)
 FB2663
 FB2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 FB2663'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FB2663
 FB2663                          STATION RECOVERY (1982)
 FB2663
 FB2663'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2663'NOT STAMPED.  RECOVERED IN GOOD CONDITION.  RECOVERED AS
 FB2663'DESCRIBED.
 FB2663'(CITY BLOCK NO. 09301).
 FB2663
 FB2663                          STATION RECOVERY (2001)
 FB2663
 FB2663'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3549 ***********************************************************************
 GA3549  DESIGNATION -  KNOXVILLE SHARP RIDGE LOT
 GA3549  PID         -  GA3549
 GA3549  STATE/COUNTY-  TN/KNOX
 GA3549  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3549
 GA3549                         *CURRENT SURVEY CONTROL
 GA3549  ___________________________________________________________________
 GA3549* NAD 83(1995)-  36 00 05.59536(N)    083 56 41.32837(W)     ADJUSTED  
 GA3549* NAVD 88     -                                                        
 GA3549  ___________________________________________________________________
 GA3549  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GA3549  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3549
 GA3549  HORZ ORDER  -  THIRD
 GA3549
 GA3549.The horizontal coordinates were established by classical geodetic methods
 GA3549.and adjusted by the National Geodetic Survey in April 1999..
 GA3549
 GA3549
 GA3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3549
 GA3549.The geoid height was determined by GEOID03.
 GA3549
 GA3549;                    North         East     Units Scale Factor Converg.
 GA3549;SPC TN       -   187,033.339   785,277.173   MT  0.99995266   +1 12 11.5
 GA3549;SPC TN       -   613,625.21  2,576,363.53   sFT  0.99995266   +1 12 11.5
 GA3549;UTM  17      - 3,988,132.554   234,559.764   MT  1.00046827   -1 43 55.2
 GA3549;UTM  16      - 3,988,439.126   775,391.956   MT  1.00053461   +1 47 49.2
 GA3549
 GA3549                          SUPERSEDED SURVEY CONTROL
 GA3549
 GA3549  NAD 83(1995)-  36 00 05.60326(N)    083 56 41.32637(W) AD(       ) 4
 GA3549  NAD 83(1995)-  36 00 05.60326(N)    083 56 41.32636(W) AD(       ) 4
 GA3549  NAD 83(1995)-  36 00 05.60357(N)    083 56 41.32639(W) AD(       ) 4
 GA3549  NAD 83(1986)-  36 00 05.60912(N)    083 56 41.32456(W) AD(       ) 4
 GA3549  NAD 27      -  36 00 05.31200(N)    083 56 41.65900(W) AD(       ) 3
 GA3549
 GA3549.Superseded values are not recommended for survey control.
 GA3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3549.See file dsdata.txt to determine how the superseded data were derived.
 GA3549
 GA3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3456088133(NAD 83)
 GA3549_MARKER: 57 = LOOKOUT TOWER
 GA3549
 GA3549  HISTORY     - Date     Condition        Report By
 GA3549  HISTORY     - 1960     FIRST OBSERVED   CGS
 GA3549  HISTORY     - 1982     GOOD             LOCENG
 GA3549  HISTORY     - 20010325 GOOD             USPSQD
 GA3549
 GA3549                          STATION DESCRIPTION
 GA3549
 GA3549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA3549'THE STATION IS A TENNESSEE STATE FOREST SERVICE LOOKOUT TOWER ON
 GA3549'SHARP RIDGE AT THE NORTH
 GA3549'EDGE OF KNOXVILLE.
 GA3549'
 GA3549'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED CAB,
 GA3549'HAS A POINTED ROOF AND
 GA3549'AN OVER-ALL HEIGHT OF 68.0 FEET.
 GA3549'
 GA3549'THE TOP AND CENTER OF THE POINTED ROOF WAS THE POINT OBSERVED UPON.
 GA3549'
 GA3549'TO REACH THE STATION FROM THE LINCOLN PARK SCHOOL IN THE NORTH
 GA3549'SECTION OF KNOXVILLE,
 GA3549'GO NORTH ON HANOVER ST.  FOR 0.1 MILE TO WATAUGA AVE.  NE,
 GA3549'TURN RIGHT, EAST, ON WATAUGA
 GA3549'AVE.  NE.  FOR 0.15 MILE TO FREEMASON
 GA3549'ST.  NE.  TURN LEFT, NORTH AND NORTHEAST, ON
 GA3549'FREEMASON ST.  NE.  FOR
 GA3549'0.45 MILE TO PEMBROKE AVE.  NE.  ON THE RIGHT AND AN OILED ROAD
 GA3549'ON LEFT BETWEEN
 GA3549'TWO STONE PILLARS, TURN LEFT, NORTHERLY, AND GO UP HILL
 GA3549'NORTHERLY AND NORTHWESTERLY FOR
 GA3549'1.05 MILES TO THE LOOKOUT TOWER ON
 GA3549'THE RIGHT.  IT IS ABOUT 75 FEET NORTH OF THE ROAD
 GA3549'AND 45 FEET SOUTH
 GA3549'OF THE SOUTH CORNER OF THE FOREST RANGERS HOUSE.
 GA3549
 GA3549                          STATION RECOVERY (1982)
 GA3549
 GA3549'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA3549'NO STAMPING (THE POINT OBSERVED UPON IS THE ROOF TIP OF A TENN.
 GA3549'STATE FOREST SERVICE LOOKOUT TOWER.) RECOVERED IN GOOD CONDITION -
 GA3549'RECOVERED AS DESCRIBED AND NOTED HEREWITH--IN THE DESCRIPTION AFTER
 GA3549'THE WORDS AND AN OILED ROAD THE FOLLOWING SHOULD BE
 GA3549'INCLUDED--BEING SHARPS RIDGE MEMORIAL PARK DRIVE.  (CITY BLK
 GA3549'18040)
 GA3549
 GA3549                          STATION RECOVERY (2001)
 GA3549
 GA3549'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 GA3549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2664 ***********************************************************************
 FB2664  DESIGNATION -  KNOXVILLE ST MARYS HOSP STACK
 FB2664  PID         -  FB2664
 FB2664  STATE/COUNTY-  TN/KNOX
 FB2664  USGS QUAD   -  KNOXVILLE (1978)
 FB2664
 FB2664                         *CURRENT SURVEY CONTROL
 FB2664  ___________________________________________________________________
 FB2664* NAD 83(1995)-  35 59 34.58781(N)    083 55 40.52077(W)     ADJUSTED  
 FB2664* NAVD 88     -                                                        
 FB2664  ___________________________________________________________________
 FB2664  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FB2664  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2664
 FB2664  HORZ ORDER  -  THIRD
 FB2664
 FB2664.The horizontal coordinates were established by classical geodetic methods
 FB2664.and adjusted by the National Geodetic Survey in April 1999..
 FB2664
 FB2664
 FB2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2664
 FB2664.The geoid height was determined by GEOID03.
 FB2664
 FB2664;                    North         East     Units Scale Factor Converg.
 FB2664;SPC TN       -   186,109.994   786,819.920   MT  0.99995223   +1 12 47.1
 FB2664;SPC TN       -   610,595.87  2,581,425.02   sFT  0.99995223   +1 12 47.1
 FB2664;UTM  17      - 3,987,130.917   236,053.972   MT  1.00045852   -1 43 18.1
 FB2664;UTM  16      - 3,987,531.283   776,945.098   MT  1.00054518   +1 48 23.6
 FB2664
 FB2664                          SUPERSEDED SURVEY CONTROL
 FB2664
 FB2664  NAD 83(1995)-  35 59 34.59594(N)    083 55 40.51852(W) AD(       ) 4
 FB2664  NAD 83(1986)-  35 59 34.60152(N)    083 55 40.51672(W) AD(       ) 4
 FB2664  NAD 27      -  35 59 34.30400(N)    083 55 40.85400(W) AD(       ) 3
 FB2664
 FB2664.Superseded values are not recommended for survey control.
 FB2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2664.See file dsdata.txt to determine how the superseded data were derived.
 FB2664
 FB2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3605487131(NAD 83)
 FB2664_MARKER: 63 = STACK
 FB2664
 FB2664  HISTORY     - Date     Condition        Report By
 FB2664  HISTORY     - 1960     FIRST OBSERVED   CGS
 FB2664  HISTORY     - 1982     GOOD             LOCSUR
 FB2664  HISTORY     - 20010325 GOOD             USPSQD
 FB2664
 FB2664                          STATION DESCRIPTION
 FB2664
 FB2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2664'THE STACK IS ABOUT 2 MILES NORTH OF THE DOWNTOWN SECTION OF
 FB2664'KNOXVILLE. THE HOSPITAL IS AT THE NORTHEAST END OF OAK HILL AVE.
 FB2664'N.E. ON HURON ST. N.E. THE STACK IS ON THE NORTH SIDE OF THE HOSPITAL
 FB2664'BUILDING, AT THE SOUTHWEST END OF THE POWERHOUSE AND 235 FEET
 FB2664'NORTHEAST OF HURON ST. IT IS A BRICK STRUCTURE, ABOUT 14 FEET ACROSS
 FB2664'AT THE BASE AND 175 FEET HIGH. THE TOP AND CENTER WAS THE POINT
 FB2664'OBSERVED UPON.
 FB2664
 FB2664                          STATION RECOVERY (1982)
 FB2664
 FB2664'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2664'A 175 FT. HIGH SMOKE STACK NOT STAMPED.
 FB2664'RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 FB2664'(CITY BLOCK NO. 17544).
 FB2664
 FB2664                          STATION RECOVERY (2001)
 FB2664
 FB2664'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB2664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3550 ***********************************************************************
 GA3550  DESIGNATION -  KNOXVILLE TV STATION WBIR MAST
 GA3550  PID         -  GA3550
 GA3550  STATE/COUNTY-  TN/KNOX
 GA3550  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3550
 GA3550                         *CURRENT SURVEY CONTROL
 GA3550  ___________________________________________________________________
 GA3550* NAD 83(1995)-  36 00 20.92287(N)    083 56 20.89016(W)     ADJUSTED  
 GA3550* NAVD 88     -                                                        
 GA3550  ___________________________________________________________________
 GA3550  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GA3550  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3550
 GA3550  HORZ ORDER  -  THIRD
 GA3550
 GA3550.The horizontal coordinates were established by classical geodetic methods
 GA3550.and adjusted by the National Geodetic Survey in April 1999..
 GA3550
 GA3550
 GA3550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3550
 GA3550.The geoid height was determined by GEOID03.
 GA3550
 GA3550;                    North         East     Units Scale Factor Converg.
 GA3550;SPC TN       -   187,516.399   785,778.963   MT  0.99995288   +1 12 23.4
 GA3550;SPC TN       -   615,210.05  2,578,009.81   sFT  0.99995288   +1 12 23.4
 GA3550;UTM  17      - 3,988,589.520   235,085.902   MT  1.00046483   -1 43 43.8
 GA3550;UTM  16      - 3,988,927.646   775,889.002   MT  1.00053798   +1 48 01.9
 GA3550
 GA3550                          SUPERSEDED SURVEY CONTROL
 GA3550
 GA3550  NAD 83(1995)-  36 00 20.93061(N)    083 56 20.88853(W) AD(       ) 4
 GA3550  NAD 83(1995)-  36 00 20.93061(N)    083 56 20.88852(W) AD(       ) 4
 GA3550  NAD 83(1995)-  36 00 20.93110(N)    083 56 20.88822(W) AD(       ) 4
 GA3550  NAD 83(1986)-  36 00 20.93665(N)    083 56 20.88638(W) AD(       ) 4
 GA3550  NAD 27      -  36 00 20.64000(N)    083 56 21.22100(W) AD(       ) 3
 GA3550
 GA3550.Superseded values are not recommended for survey control.
 GA3550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3550.See file dsdata.txt to determine how the superseded data were derived.
 GA3550
 GA3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3508688590(NAD 83)
 GA3550_MARKER: 43 = RADIO/TV TOWER
 GA3550
 GA3550  HISTORY     - Date     Condition        Report By
 GA3550  HISTORY     - 1960     FIRST OBSERVED   CGS
 GA3550  HISTORY     - 1982     GOOD             LOCENG
 GA3550  HISTORY     - 20010325 GOOD             USPSQD
 GA3550
 GA3550                          STATION DESCRIPTION
 GA3550
 GA3550'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA3550'THE TOWER IS ON SHARP RIDGE IN THE NORTH SECTION OF KNOXVILLE, AND IS
 GA3550'OWNED BY THE WBIR
 GA3550'TELEVISION BROADCASTING CO.
 GA3550'
 GA3550'IT IS A FOUR-LEGGED, SELF SUPPORTING, STEEL TOWER WITH A TELEVISION
 GA3550'TRANSMITTING
 GA3550'ANTENNA AT THE TOP, IS PAINTED ALTERNATELY RED AND
 GA3550'WHITE, HAS RED FLASHING LIGHTS
 GA3550'THROUGHOUT ITS HEIGHT AND IS 704.0
 GA3550'FEET IN OVER-ALL HEIGHT.
 GA3550'
 GA3550'THE ANTENNA AT THE TOP AND CENTER OF THE TOWER WAS THE POINT OBSERVED
 GA3550'UPON.
 GA3550'
 GA3550'TO REACH THE STATION FROM THE LINCOLN PARK SCHOOL IN THE NORTH
 GA3550'SECTION OF KNOXVILLE,
 GA3550'GO NORTH ON HANOVER ST.  FOR 0.1 MILE TO WATAUGA AVE.
 GA3550'NE., TURN RIGHT, EAST, ON
 GA3550'WATAUGA AVE.  NE.  FOR 0.15 MILE TO
 GA3550'FREEMASON ST.  NE.  TURN LEFT, NORTH AND
 GA3550'NORTHEAST, ON FREEMASON ST.
 GA3550'NE.  FOR 0.45 MILE TO PEMBROKE AVE.  NE.  ON THE RIGHT AND
 GA3550'AN OILED ROAD ON
 GA3550'THE LEFT BETWEEN TWO STONE PILLARS, TURN LEFT, NORTHERLY, AND
 GA3550'GO UP THE HILL FOR 0.6
 GA3550'MILE TO THE CONTROL BUILDING ON THE RIGHT AND
 GA3550'THE STATION ABOUT 75 YARDS EAST OF THE
 GA3550'BUILDING.
 GA3550
 GA3550                          STATION RECOVERY (1982)
 GA3550
 GA3550'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA3550'NO STAMPING.  RECOVERED IN GOOD CONDITION - RECOVERED AS DESCRIBED
 GA3550'AND NOTED WITH THESE REVISIONS--IN THE DESCRIPTION AFTER THE
 GA3550'WORDS--AND AN OILED ROAD THE FOLLOWING SHOULD BE INCLUDED--BEING
 GA3550'SHARPS RIDGE MEMORIAL PARK DRIVE, ALSO THE TOWER IS A 3-LEGGED
 GA3550'STRUCTURE NOT 4 AND IT IS APPROXIMATELY 25 YDS. E. OF A NEW BLDG.
 GA3550'(CITY BLK 18040)
 GA3550
 GA3550                          STATION RECOVERY (2001)
 GA3550
 GA3550'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 GA3550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2043 ***********************************************************************
 GA2043  DESIGNATION -  KOONTZ
 GA2043  PID         -  GA2043
 GA2043  STATE/COUNTY-  TN/JEFFERSON
 GA2043  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2043
 GA2043                         *CURRENT SURVEY CONTROL
 GA2043  ___________________________________________________________________
 GA2043* NAD 83(1995)-  36 04 08.02742(N)    083 23 15.11595(W)     ADJUSTED  
 GA2043* NAVD 88     -       389.782  (meters)    1278.81   (feet)  ADJUSTED  
 GA2043  ___________________________________________________________________
 GA2043  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GA2043  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2043  DYNAMIC HT  -         389.418 (meters)    1277.62  (feet)  COMP
 GA2043  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 GA2043
 GA2043  HORZ ORDER  -  SECOND
 GA2043  VERT ORDER  -  SECOND    CLASS 0
 GA2043
 GA2043.The horizontal coordinates were established by classical geodetic methods
 GA2043.and adjusted by the National Geodetic Survey in April 1999..
 GA2043
 GA2043.The orthometric height was determined by differential leveling
 GA2043.and adjusted by the National Geodetic Survey in June 1991..
 GA2043
 GA2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2043
 GA2043.The geoid height was determined by GEOID03.
 GA2043
 GA2043.The dynamic height is computed by dividing the NAVD 88
 GA2043.geopotential number by the normal gravity value computed on the
 GA2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2043.degrees latitude (g = 980.6199 gals.).
 GA2043
 GA2043.The modeled gravity was interpolated from observed gravity values.
 GA2043
 GA2043;                    North         East     Units Scale Factor Converg.
 GA2043;SPC TN       -   195,700.628   835,306.556   MT  0.99995677   +1 31 46.0
 GA2043;SPC TN       -   642,061.14  2,740,501.59   sFT  0.99995677   +1 31 46.0
 GA2043;UTM  17      - 3,994,228.567   284,985.469   MT  1.00016968   -1 24 22.4
 GA2043
 GA2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2043!SPC TN       -   0.99994368  x   0.99995677  =   0.99990046
 GA2043!UTM  17      -   0.99994368  x   1.00016968  =   1.00011335
 GA2043
 GA2043|---------------------------------------------------------------------|
 GA2043| PID    Reference Object                     Distance      Geod. Az  |
 GA2043|                                                           dddmmss.s |
 GA2043| GA2044 KOONTZ RM 1                          20.040 METERS 05035     |
 GA2043| GA2041 T 237                                              2322436.6 |
 GA2043| GA2042 KOONTZ RM 2                          20.046 METERS 23346     |
 GA2043|---------------------------------------------------------------------|
 GA2043
 GA2043                          SUPERSEDED SURVEY CONTROL
 GA2043
 GA2043  NAD 83(1995)-  36 04 08.03285(N)    083 23 15.11947(W) AD(       ) 2
 GA2043  NAD 83(1995)-  36 04 08.03486(N)    083 23 15.12124(W) AD(       ) 2
 GA2043  NAD 83(1995)-  36 04 08.03344(N)    083 23 15.11984(W) AD(       ) 2
 GA2043  NAD 83(1986)-  36 04 08.03748(N)    083 23 15.11918(W) AD(       ) 2
 GA2043  NAD 27      -  36 04 07.70800(N)    083 23 15.51490(W) AD(       ) 2
 GA2043  NGVD 29 (??/??/92)  389.936  (m)         1279.32   (f) ADJ UNCH    2 0
 GA2043
 GA2043.Superseded values are not recommended for survey control.
 GA2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2043.See file dsdata.txt to determine how the superseded data were derived.
 GA2043
 GA2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8498594229(NAD 83)
 GA2043_MARKER: DE = TRAVERSE STATION DISK
 GA2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2043_STAMPING: KOONTZ 1961
 GA2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2043+STABILITY: SURFACE MOTION
 GA2043
 GA2043  HISTORY     - Date     Condition        Report By
 GA2043  HISTORY     - 1961     MONUMENTED       CGS
 GA2043  HISTORY     - 1961     GOOD             CGS
 GA2043  HISTORY     - 1980     GOOD             NGS
 GA2043  HISTORY     - 1980     GOOD             NGS
 GA2043
 GA2043                          STATION DESCRIPTION
 GA2043
 GA2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2043'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF DANDRIDGE, AT THE
 GA2043'INTERSECTION OF
 GA2043'INTERSTATE HIGHWAYS 40 AND 81 ON THE NORTH SIDE.
 GA2043'
 GA2043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GA2043'HIGHWAY 66 IN DANDRIDGE, GO
 GA2043'NORTHEAST ON STATE HIGHWAY 66 FOR 3.55 MILES TO THE
 GA2043'AZIMUTH MARK ON THE RIGHT, CONTINUE
 GA2043'STRAIGHT FOR 0.35 MILE TO THE
 GA2043'STATION ON THE RIGHT.
 GA2043'
 GA2043'THE STATION IS 133 FEET EAST OF THE NORTHEAST CORNER OF A WHITE
 GA2043'HOUSE, 130 FEET SOUTHEAST OF
 GA2043'STATE HIGHWAY 66 AND 2.0 FEET NORTHWEST OF A WITNESS
 GA2043'POST.  IT IS A STANDARD
 GA2043'TRAVERSE DISK, FLUSH, AND IS STAMPED KOONTZ
 GA2043'1961.
 GA2043'
 GA2043'REFERENCE MARK NO. 1 IS 130 FEET SOUTHEAST OF STATE HIGHWAY 66.  IT
 GA2043'IS A STANDARD DISK,
 GA2043'FLUSH, AND IS STAMPED KOONTZ NO 1 1961.
 GA2043'
 GA2043'REFERENCE MARK NO. 2 IS 68 FEET EAST OF THE NORTHEAST CORNER OF A
 GA2043'WHITE HOUSE AND 1.5 FEET
 GA2043'NORTH OF A WITNESS POST.  IT IS A STANDARD DISK, FLUSH,
 GA2043'AND IS STAMPED KOONTZ NO 2
 GA2043'1961.
 GA2043'
 GA2043'THE AZIMUTH MARK IS 142 FEET NORTHWEST OF THE CENTER OF INTERSTATE
 GA2043'HIGHWAY 40, FEET SOUTHEAST
 GA2043'OF THE CENTER OF STATE HIGHWAY 66 AND 2.0 FEET
 GA2043'NORTHEAST OF A WITNESS POST.  IT
 GA2043'IS A STANDARD U.S.C. AND G.S.  BENCH
 GA2043'MARK, PROJECTING 6-INCHES, AND IS STAMPED T 237.
 GA2043
 GA2043                          STATION RECOVERY (1961)
 GA2043
 GA2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2043'5.7 MI NE FROM DANDRIDGE.
 GA2043'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2043'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2043'3.5 MILES EAST ON INTERSTATE HIGHWAY 40 TO THE JUNCTION OF
 GA2043'INTERSTATE 40 AND INTERSTATE 81.  THE STATION MARK IS 133 FT. EAST
 GA2043'OF THE NORTHEAST CORNER OF A HOUSE, 130 FT. SOUTHEAST OF THE
 GA2043'CENTER OF STATE HIGHWAY 66 AND 2.0 FT. NORTHWEST OF A WITNESS
 GA2043'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 GA2043'THE GROUND AND IS ABOUT 10 FT. ABOVE THE LEVEL OF INTERSTATE 81.
 GA2043
 GA2043                          STATION RECOVERY (1980)
 GA2043
 GA2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2043'THE MARKS WERE FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 GA2043'DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GA2043'
 GA2043'THE STATION MARK IS 97 FEET EAST OF A FENCE CORNER, 48 FEET
 GA2043'SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 4 FEET SOUTH OF THE
 GA2043'NORTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 81 AND 40, 6
 GA2043'FEET SOUTHWEST OF A CONCRETE RIGHT OF WAY POST, 22 FEET SOUTH OF THE
 GA2043'SOUTHEAST CORNER OF THE HOUSE AND 2 FEET SOUTH OF A METAL WITNESS
 GA2043'POST.
 GA2043'
 GA2043'REFERENCE MARK 1 IS 93 SOUTHEAST OF THE NORTHEAST CORNER OF THE
 GA2043'HOUSE, 162 FEET EAST OF A FENCE CORNER, 20 FEET EAST OF A FENCE
 GA2043'CORNER, 4 FEET SOUTH OF THE FENCE AND 1 FOOT WEST OF A METAL WITNESS
 GA2043'POST.
 GA2043'
 GA2043'REFERENCE MARK 2 IS 31 FEET EAST OF FENCE CORNER, 3 FEET NORTH
 GA2043'OF THE FENCE, 126 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 66
 GA2043'AND 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 GA2043
 GA2043                          STATION RECOVERY (1980)
 GA2043
 GA2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2043'THE MARK IS 97 FEET EAST OF A FENCE CORNER,48 FEET SOUTHEAST OF THE
 GA2043'SOUTHWEST CORNER OF A HOUSE,4 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 GA2043'FENCE LINE OF INTERSTATE HIGHWAY 81 AND 40, 6 FEET SOUTHWEST OF A
 GA2043'CONCRETE RIGHT-OF-WAY POST AND 22 FEET SOUTH OF THE SOUTHEAST CORNER
 GA2043'OF A HOUSE. 2 METAL PINS WERE DRIVEN ON EACH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2044 ***********************************************************************
 GA2044  DESIGNATION -  KOONTZ RM 1
 GA2044  PID         -  GA2044
 GA2044  STATE/COUNTY-  TN/JEFFERSON
 GA2044  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2044
 GA2044                         *CURRENT SURVEY CONTROL
 GA2044  ___________________________________________________________________
 GA2044* NAD 83(1986)-  36 04 07.     (N)    083 23 15.     (W)     SCALED    
 GA2044* NAVD 88     -       389.125  (meters)    1276.65   (feet)  ADJUSTED  
 GA2044  ___________________________________________________________________
 GA2044  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2044  DYNAMIC HT  -         388.762 (meters)    1275.46  (feet)  COMP
 GA2044  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 GA2044
 GA2044  VERT ORDER  -  SECOND    CLASS 0
 GA2044
 GA2044.The horizontal coordinates were scaled from a topographic map and have
 GA2044.an estimated accuracy of +/- 6 seconds.
 GA2044
 GA2044.The orthometric height was determined by differential leveling
 GA2044.and adjusted by the National Geodetic Survey in June 1991..
 GA2044
 GA2044.The geoid height was determined by GEOID03.
 GA2044
 GA2044.The dynamic height is computed by dividing the NAVD 88
 GA2044.geopotential number by the normal gravity value computed on the
 GA2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2044.degrees latitude (g = 980.6199 gals.).
 GA2044
 GA2044.The modeled gravity was interpolated from observed gravity values.
 GA2044
 GA2044;                    North         East    Units  Estimated Accuracy
 GA2044;SPC TN       -   195,670.      835,310.      MT  (+/- 180 meters Scaled)
 GA2044
 GA2044                          SUPERSEDED SURVEY CONTROL
 GA2044
 GA2044  NGVD 29 (??/??/92)  389.279  (m)         1277.16   (f) ADJ UNCH    2 0
 GA2044
 GA2044.Superseded values are not recommended for survey control.
 GA2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2044.See file dsdata.txt to determine how the superseded data were derived.
 GA2044
 GA2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV849941(NAD 83)
 GA2044_MARKER: DR = REFERENCE MARK DISK
 GA2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2044_STAMPING: KOONTZ NO 1 1961
 GA2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2044+STABILITY: SURFACE MOTION
 GA2044
 GA2044  HISTORY     - Date     Condition        Report By
 GA2044  HISTORY     - 1961     MONUMENTED       CGS
 GA2044  HISTORY     - 1980     GOOD             NGS
 GA2044
 GA2044                          STATION DESCRIPTION
 GA2044
 GA2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2044'5.7 MI NE FROM DANDRIDGE.
 GA2044'THIS MARK IS LOCATED AT THE KOONTZ 1961 STATION SITE, 65.8 FT.
 GA2044'NORTHEAST OF THE STATION MARK AND 130 FT. SOUTHEAST OF THE CENTER
 GA2044'OF STATE HIGHWAY 66.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2044'FLUSH WITH THE GROUND AND IS ABOUT 10 FT. ABOVE THE LEVEL OF
 GA2044'INTERSTATE 81.  NOTE-- SEE DESCRIPTION FOR KOONTZ.
 GA2044
 GA2044                          STATION RECOVERY (1980)
 GA2044
 GA2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2044'IT IS 93 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE,162 FEET
 GA2044'EAST OF A FENCE CORNER,20 FEET EAST OF A FENCE CORNER AND 4 FEET
 GA2044'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 40
 GA2044'AND 81.2 METAL PINS WERE DRIVEN ON EACH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2042 ***********************************************************************
 GA2042  DESIGNATION -  KOONTZ RM 2
 GA2042  PID         -  GA2042
 GA2042  STATE/COUNTY-  TN/JEFFERSON
 GA2042  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2042
 GA2042                         *CURRENT SURVEY CONTROL
 GA2042  ___________________________________________________________________
 GA2042* NAD 83(1986)-  36 04 07.     (N)    083 23 15.     (W)     SCALED    
 GA2042* NAVD 88     -       390.003  (meters)    1279.53   (feet)  ADJUSTED  
 GA2042  ___________________________________________________________________
 GA2042  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA2042  DYNAMIC HT  -         389.639 (meters)    1278.34  (feet)  COMP
 GA2042  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 GA2042
 GA2042  VERT ORDER  -  SECOND    CLASS 0
 GA2042
 GA2042.The horizontal coordinates were scaled from a topographic map and have
 GA2042.an estimated accuracy of +/- 6 seconds.
 GA2042
 GA2042.The orthometric height was determined by differential leveling
 GA2042.and adjusted by the National Geodetic Survey in June 1991..
 GA2042
 GA2042.The geoid height was determined by GEOID03.
 GA2042
 GA2042.The dynamic height is computed by dividing the NAVD 88
 GA2042.geopotential number by the normal gravity value computed on the
 GA2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2042.degrees latitude (g = 980.6199 gals.).
 GA2042
 GA2042.The modeled gravity was interpolated from observed gravity values.
 GA2042
 GA2042;                    North         East    Units  Estimated Accuracy
 GA2042;SPC TN       -   195,670.      835,310.      MT  (+/- 180 meters Scaled)
 GA2042
 GA2042                          SUPERSEDED SURVEY CONTROL
 GA2042
 GA2042  NGVD 29 (??/??/92)  390.157  (m)         1280.04   (f) ADJ UNCH    2 0
 GA2042
 GA2042.Superseded values are not recommended for survey control.
 GA2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2042.See file dsdata.txt to determine how the superseded data were derived.
 GA2042
 GA2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV849941(NAD 83)
 GA2042_MARKER: DR = REFERENCE MARK DISK
 GA2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2042_STAMPING: KOONTZ NO 2 1961
 GA2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2042+STABILITY: SURFACE MOTION
 GA2042
 GA2042  HISTORY     - Date     Condition        Report By
 GA2042  HISTORY     - 1961     MONUMENTED       CGS
 GA2042  HISTORY     - 1980     GOOD             NGS
 GA2042
 GA2042                          STATION DESCRIPTION
 GA2042
 GA2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2042'5.7 MI NE FROM DANDRIDGE.
 GA2042'THIS MARK IS LOCATED AT THE KOONTZ 1961 STATION SITE, 65.8 FT.
 GA2042'SOUTHWEST OF THE STATION MARK, 68 FT. EAST OF THE NORTHEAST
 GA2042'CORNER OF A HOUSE AND 1.5 FT. NORTH OF A WITNESS SIGN.  THE DISK
 GA2042'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND ABOUT
 GA2042'10 FT. ABOVE THE LEVEL OF INTERSTATE 81.  NOTE-- SEE DESCRIPTION
 GA2042'FOR KOONTZ.
 GA2042
 GA2042                          STATION RECOVERY (1980)
 GA2042
 GA2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2042'IT IS 31 FEET EAST OF A FENCE CORNER, 126 FEET SOUTH OF THE
 GA2042'CENTERLINE OF STATE HIGHWAY 66,3 FEET NORTH OF THE NORTH RIGHT OF WAY
 GA2042'FENCE OF INTERSTATE HIGHWAY 81 AND 40, AND 35 FEET SOUTHEAST OF
 GA2042'SOUTHWEST CORNER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1750 ***********************************************************************
 FB1750  DESIGNATION -  L 10
 FB1750  PID         -  FB1750
 FB1750  STATE/COUNTY-  TN/KNOX
 FB1750  USGS QUAD   -  KNOXVILLE (1978)
 FB1750
 FB1750                         *CURRENT SURVEY CONTROL
 FB1750  ___________________________________________________________________
 FB1750* NAD 83(1986)-  35 57 11.     (N)    083 55 03.     (W)     SCALED    
 FB1750* NAVD 88     -       264.635  (meters)     868.22   (feet)  ADJUSTED  
 FB1750  ___________________________________________________________________
 FB1750  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1750  DYNAMIC HT  -         264.391 (meters)     867.42  (feet)  COMP
 FB1750  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 FB1750
 FB1750  VERT ORDER  -  FIRST     CLASS II
 FB1750
 FB1750.The horizontal coordinates were scaled from a topographic map and have
 FB1750.an estimated accuracy of +/- 6 seconds.
 FB1750
 FB1750.The orthometric height was determined by differential leveling
 FB1750.and adjusted by the National Geodetic Survey in June 1991..
 FB1750
 FB1750.The geoid height was determined by GEOID03.
 FB1750
 FB1750.The dynamic height is computed by dividing the NAVD 88
 FB1750.geopotential number by the normal gravity value computed on the
 FB1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1750.degrees latitude (g = 980.6199 gals.).
 FB1750
 FB1750.The modeled gravity was interpolated from observed gravity values.
 FB1750
 FB1750;                    North         East    Units  Estimated Accuracy
 FB1750;SPC TN       -   181,710.      787,850.      MT  (+/- 180 meters Scaled)
 FB1750
 FB1750                          SUPERSEDED SURVEY CONTROL
 FB1750
 FB1750  NGVD 29 (12/12/91)  264.769  (m)          868.66   (f) ADJUSTED    1 2
 FB1750
 FB1750.Superseded values are not recommended for survey control.
 FB1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1750.See file dsdata.txt to determine how the superseded data were derived.
 FB1750
 FB1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV368826(NAD 83)
 FB1750_MARKER: DB = BENCH MARK DISK
 FB1750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1750_SP_SET: BRIDGE
 FB1750_STAMPING: 868.902 L 10 1932
 FB1750_MARK LOGO: CGS   
 FB1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1750
 FB1750  HISTORY     - Date     Condition        Report By
 FB1750  HISTORY     - 1932     MONUMENTED       CGS
 FB1750  HISTORY     - 1934     GOOD             NGS
 FB1750  HISTORY     - 1983     GOOD             NGS
 FB1750  HISTORY     - 20010322 MARK NOT FOUND   USPSQD
 FB1750
 FB1750                          STATION DESCRIPTION
 FB1750
 FB1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1750'AT SOUTH KNOXVILLE.
 FB1750'AT SOUTH KNOXVILLE, KNOX COUNTY, ON THE SOUTHERN RAILWAY, 86
 FB1750'YARDS SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER TENNESSEE
 FB1750'RIVER, 80 YARDS SOUTHEAST OF MILEPOST 1, AT BRIDGE A 2 OVER THE
 FB1750'MARYVILLE ROAD, IN THE TOP OF THE SOUTHEAST ABUTMENT, NORTHEAST
 FB1750'OF THE MAIN TRACK, AND BETWEEN THE TRACKS.  A STANDARD DISK,
 FB1750'STAMPED 868.902 L 10 1932.
 FB1750
 FB1750                          STATION RECOVERY (1983)
 FB1750
 FB1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1750'RECOVERED IN GOOD CONDITION, THE 1934 RECOVERY NOTE IS ADEQUATE.
 FB1750'THE MARK IS 0.37 METERS  NNW FROM A WITNESS POST.
 FB1750
 FB1750                          STATION RECOVERY (2001)
 FB1750
 FB1750'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0974 ***********************************************************************
 GA0974  DESIGNATION -  L 100
 GA0974  PID         -  GA0974
 GA0974  STATE/COUNTY-  TN/WASHINGTON
 GA0974  USGS QUAD   -  CHUCKEY (1971)
 GA0974
 GA0974                         *CURRENT SURVEY CONTROL
 GA0974  ___________________________________________________________________
 GA0974* NAD 83(1986)-  36 13 42.     (N)    082 38 33.     (W)     SCALED    
 GA0974* NAVD 88     -       435.712  (meters)    1429.50   (feet)  ADJUSTED  
 GA0974  ___________________________________________________________________
 GA0974  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0974  DYNAMIC HT  -         435.295 (meters)    1428.13  (feet)  COMP
 GA0974  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 GA0974
 GA0974  VERT ORDER  -  SECOND    CLASS 0
 GA0974
 GA0974.The horizontal coordinates were scaled from a topographic map and have
 GA0974.an estimated accuracy of +/- 6 seconds.
 GA0974
 GA0974.The orthometric height was determined by differential leveling
 GA0974.and adjusted by the National Geodetic Survey in June 1991..
 GA0974
 GA0974.The geoid height was determined by GEOID03.
 GA0974
 GA0974.The dynamic height is computed by dividing the NAVD 88
 GA0974.geopotential number by the normal gravity value computed on the
 GA0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0974.degrees latitude (g = 980.6199 gals.).
 GA0974
 GA0974.The modeled gravity was interpolated from observed gravity values.
 GA0974
 GA0974;                    North         East    Units  Estimated Accuracy
 GA0974;SPC TN       -   215,430.      901,780.      MT  (+/- 180 meters Scaled)
 GA0974
 GA0974                          SUPERSEDED SURVEY CONTROL
 GA0974
 GA0974  NGVD 29 (??/??/92)  435.854  (m)         1429.96   (f) ADJ UNCH    2 0
 GA0974
 GA0974.Superseded values are not recommended for survey control.
 GA0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0974.See file dsdata.txt to determine how the superseded data were derived.
 GA0974
 GA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA523105(NAD 83)
 GA0974_MARKER: DB = BENCH MARK DISK
 GA0974_SETTING: 66 = SET IN ROCK OUTCROP
 GA0974_SP_SET: LIMESTONE OUTCROP
 GA0974_STAMPING: L 100 1935
 GA0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0974+STABILITY: POSITION/ELEVATION WELL
 GA0974
 GA0974  HISTORY     - Date     Condition        Report By
 GA0974  HISTORY     - 1935     MONUMENTED       CGS
 GA0974  HISTORY     - 1955     MARK NOT FOUND   TVA
 GA0974
 GA0974                          STATION DESCRIPTION
 GA0974
 GA0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0974'0.8 MI W FROM LIMESTONE.
 GA0974'IN GREENE COUNTY, 0.8 MILE WEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA0974'POST OFFICE AT LIMESTONE, WASHINGTON COUNTY, AT THE JUNCTION OF THE
 GA0974'JEAROLDSTOWN ROAD, 45 YARDS SOUTH OF THE PIONEER MILL, 42 FEET
 GA0974'NORTH OF THE CENTERLINE OF THE HIGHWAY, 35 YARDS WEST OF THE
 GA0974'CENTERLINE OF THE ROAD, 30 YARDS EAST OF THE J.F. RANDALL RESIDENCE,
 GA0974'IN THE TOP OF A LIMESTONE OUTCROP, AND 4 FEET HIGHER THAN THE ROAD.
 GA0974'A STANDARD DISK, STAMPED L 100 1935.
 GA0974
 GA0974                          STATION RECOVERY (1955)
 GA0974
 GA0974'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0249 ***********************************************************************
 GA0249  DESIGNATION -  L 101
 GA0249  PID         -  GA0249
 GA0249  STATE/COUNTY-  TN/SULLIVAN
 GA0249  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0249
 GA0249                         *CURRENT SURVEY CONTROL
 GA0249  ___________________________________________________________________
 GA0249* NAD 83(1986)-  36 34 43.     (N)    082 18 49.     (W)     SCALED    
 GA0249* NAVD 88     -       539.369  (meters)    1769.58   (feet)  ADJUSTED  
 GA0249  ___________________________________________________________________
 GA0249  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0249  DYNAMIC HT  -         538.870 (meters)    1767.94  (feet)  COMP
 GA0249  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 GA0249
 GA0249  VERT ORDER  -  SECOND    CLASS 0
 GA0249
 GA0249.The horizontal coordinates were scaled from a topographic map and have
 GA0249.an estimated accuracy of +/- 6 seconds.
 GA0249
 GA0249.The orthometric height was determined by differential leveling
 GA0249.and adjusted by the National Geodetic Survey in June 1991..
 GA0249
 GA0249.The geoid height was determined by GEOID03.
 GA0249
 GA0249.The dynamic height is computed by dividing the NAVD 88
 GA0249.geopotential number by the normal gravity value computed on the
 GA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0249.degrees latitude (g = 980.6199 gals.).
 GA0249
 GA0249.The modeled gravity was interpolated from observed gravity values.
 GA0249
 GA0249;                    North         East    Units  Estimated Accuracy
 GA0249;SPC TN       -   255,330.      929,870.      MT  (+/- 180 meters Scaled)
 GA0249
 GA0249                          SUPERSEDED SURVEY CONTROL
 GA0249
 GA0249  NGVD 29 (??/??/92)  539.512  (m)         1770.05   (f) ADJ UNCH    2 0
 GA0249
 GA0249.Superseded values are not recommended for survey control.
 GA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0249.See file dsdata.txt to determine how the superseded data were derived.
 GA0249
 GA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA824489(NAD 83)
 GA0249_MARKER: DB = BENCH MARK DISK
 GA0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0249_STAMPING: L 101 1935
 GA0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0249+STABILITY: SURFACE MOTION
 GA0249
 GA0249  HISTORY     - Date     Condition        Report By
 GA0249  HISTORY     - 1935     MONUMENTED       CGS
 GA0249  HISTORY     - 1959     GOOD             TVA
 GA0249
 GA0249                          STATION DESCRIPTION
 GA0249
 GA0249'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0249'2.9 MI E FROM MILL POINT.
 GA0249'2.9 MILES EAST ALONG THE BRISTOL ROAD FROM THE POST OFFICE AT
 GA0249'MILL POINT, SULLIVAN COUNTY, AT THE SOUTH APEX OF THE TRIANGLE
 GA0249'FORMED BY A ROAD JUNCTION, 19 FEET WEST OF THE CENTERLINE OF
 GA0249'THE ROAD, 6 YARDS SOUTH OF THE SOUTHEAST CORNER OF A CORN CRIB,
 GA0249'12 FEET EAST OF A GATE, AND LEVEL WITH THE ROAD, 1 FOOT EAST
 GA0249'OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED L 101 1935
 GA0249'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE
 GA0249'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 11 W AND 58, AT THE
 GA0249'WEST END OF STATE STREET IN BRISTOL.  GOING 6.4 MILES WEST ALONG
 GA0249'U.S. HIGHWAY 11 W (NEW).  THE MARK IS PLUS 200 FEET SOUTH OF
 GA0249'HIGHWAY (4 LANE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1258 ***********************************************************************
 FZ1258  DESIGNATION -  L 103
 FZ1258  PID         -  FZ1258
 FZ1258  STATE/COUNTY-  TN/SULLIVAN
 FZ1258  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1258
 FZ1258                         *CURRENT SURVEY CONTROL
 FZ1258  ___________________________________________________________________
 FZ1258* NAD 83(1986)-  36 32 46.     (N)    081 59 31.     (W)     SCALED    
 FZ1258* NAVD 88     -       629.531  (meters)    2065.39   (feet)  ADJUSTED  
 FZ1258  ___________________________________________________________________
 FZ1258  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FZ1258  DYNAMIC HT  -         628.934 (meters)    2063.43  (feet)  COMP
 FZ1258  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 FZ1258
 FZ1258  VERT ORDER  -  SECOND    CLASS 0
 FZ1258
 FZ1258.The horizontal coordinates were scaled from a topographic map and have
 FZ1258.an estimated accuracy of +/- 6 seconds.
 FZ1258
 FZ1258.The orthometric height was determined by differential leveling
 FZ1258.and adjusted by the National Geodetic Survey in June 1991..
 FZ1258
 FZ1258.The geoid height was determined by GEOID03.
 FZ1258
 FZ1258.The dynamic height is computed by dividing the NAVD 88
 FZ1258.geopotential number by the normal gravity value computed on the
 FZ1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1258.degrees latitude (g = 980.6199 gals.).
 FZ1258
 FZ1258.The modeled gravity was interpolated from observed gravity values.
 FZ1258
 FZ1258;                    North         East    Units  Estimated Accuracy
 FZ1258;SPC TN       -   252,860.      958,780.      MT  (+/- 180 meters Scaled)
 FZ1258
 FZ1258                          SUPERSEDED SURVEY CONTROL
 FZ1258
 FZ1258  NGVD 29 (??/??/92)  629.632  (m)         2065.72   (f) ADJ UNCH    2 0
 FZ1258
 FZ1258.Superseded values are not recommended for survey control.
 FZ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1258.See file dsdata.txt to determine how the superseded data were derived.
 FZ1258
 FZ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA112449(NAD 83)
 FZ1258_MARKER: DB = BENCH MARK DISK
 FZ1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1258_STAMPING: L 103 1935
 FZ1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1258+STABILITY: SURFACE MOTION
 FZ1258
 FZ1258  HISTORY     - Date     Condition        Report By
 FZ1258  HISTORY     - 1935     MONUMENTED       CGS
 FZ1258
 FZ1258                          STATION DESCRIPTION
 FZ1258
 FZ1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1258'6.9 MI NE FROM BIG CREEK.
 FZ1258'6.9 MILES NORTHEAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION
 FZ1258'OF THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 0.8 MILE SOUTHWEST
 FZ1258'OF THE JUNCTION OF U.S. HIGHWAY 421, AT THE JUNCTION OF A TRAIL
 FZ1258'LEADING SOUTHEAST, 26-1/2 FEET SOUTH OF THE CENTERLINE OF THE
 FZ1258'ROAD, 21-1/2 FEET EAST OF THE CENTERLINE OF THE TRAIL, 28.2 FEET
 FZ1258'EAST OF A 20-INCH OAK TREE, AND 3 FEET HIGHER THAN THE ROAD.
 FZ1258'A STANDARD DISK, STAMPED L 103 1935 AND SET IN THE TOP OF A CONCRETE
 FZ1258'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1259 ***********************************************************************
 FZ1259  DESIGNATION -  L 103 X
 FZ1259  PID         -  FZ1259
 FZ1259  STATE/COUNTY-  TN/SULLIVAN
 FZ1259  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1259
 FZ1259                         *CURRENT SURVEY CONTROL
 FZ1259  ___________________________________________________________________
 FZ1259* NAD 83(1986)-  36 32 18.     (N)    081 59 35.     (W)     SCALED    
 FZ1259* NAVD 88     -       642.948  (meters)    2109.41   (feet)  ADJUSTED  
 FZ1259  ___________________________________________________________________
 FZ1259  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ1259  DYNAMIC HT  -         642.336 (meters)    2107.40  (feet)  COMP
 FZ1259  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 FZ1259
 FZ1259  VERT ORDER  -  SECOND    CLASS 0
 FZ1259
 FZ1259.The horizontal coordinates were scaled from a topographic map and have
 FZ1259.an estimated accuracy of +/- 6 seconds.
 FZ1259
 FZ1259.The orthometric height was determined by differential leveling
 FZ1259.and adjusted by the National Geodetic Survey in June 1991..
 FZ1259
 FZ1259.The geoid height was determined by GEOID03.
 FZ1259
 FZ1259.The dynamic height is computed by dividing the NAVD 88
 FZ1259.geopotential number by the normal gravity value computed on the
 FZ1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1259.degrees latitude (g = 980.6199 gals.).
 FZ1259
 FZ1259.The modeled gravity was interpolated from observed gravity values.
 FZ1259
 FZ1259;                    North         East    Units  Estimated Accuracy
 FZ1259;SPC TN       -   251,990.      958,720.      MT  (+/- 180 meters Scaled)
 FZ1259
 FZ1259                          SUPERSEDED SURVEY CONTROL
 FZ1259
 FZ1259  NGVD 29 (??/??/92)  643.049  (m)         2109.74   (f) ADJ UNCH    2 0
 FZ1259
 FZ1259.Superseded values are not recommended for survey control.
 FZ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1259.See file dsdata.txt to determine how the superseded data were derived.
 FZ1259
 FZ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA111441(NAD 83)
 FZ1259_MARKER: DB = BENCH MARK DISK
 FZ1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1259_STAMPING: L 103 X 1935
 FZ1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1259+STABILITY: SURFACE MOTION
 FZ1259
 FZ1259  HISTORY     - Date     Condition        Report By
 FZ1259  HISTORY     - 1935     MONUMENTED       CGS
 FZ1259
 FZ1259                          STATION DESCRIPTION
 FZ1259
 FZ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1259'5.9 MI NE FROM BIG CREEK.
 FZ1259'5.9 MILES NORTHEAST ALONG THE BIG CREEK ROAD FROM THE JUNCTION
 FZ1259'OF THE EMMETT ROAD AT BIG CREEK, SULLIVAN COUNTY, 107 YARDS
 FZ1259'WEST OF HIGHWAY BRIDGE 1, AT THE JUNCTION OF A ROAD LEADING
 FZ1259'NORTHWEST, AT A CLEARING, 40.4 FEET SOUTH OF THE CENTERLINE OF THE
 FZ1259'ROAD, 9.8 FEET NORTH OF A 15-INCH MAPLE TREE, AND 3 FEET HIGHER
 FZ1259'THAN THE ROAD.  A STANDARD DISK, STAMPED L 103 X 1935 AND SET
 FZ1259'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0988 ***********************************************************************
 FZ0988  DESIGNATION -  L 104
 FZ0988  PID         -  FZ0988
 FZ0988  STATE/COUNTY-  TN/JOHNSON
 FZ0988  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0988
 FZ0988                         *CURRENT SURVEY CONTROL
 FZ0988  ___________________________________________________________________
 FZ0988* NAD 83(1986)-  36 26 00.     (N)    081 48 32.     (W)     SCALED    
 FZ0988* NAVD 88     -       691.235  (meters)    2267.83   (feet)  ADJUSTED  
 FZ0988  ___________________________________________________________________
 FZ0988  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ0988  DYNAMIC HT  -         690.535 (meters)    2265.53  (feet)  COMP
 FZ0988  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 FZ0988
 FZ0988  VERT ORDER  -  SECOND    CLASS 0
 FZ0988
 FZ0988.The horizontal coordinates were scaled from a topographic map and have
 FZ0988.an estimated accuracy of +/- 6 seconds.
 FZ0988
 FZ0988.The orthometric height was determined by differential leveling
 FZ0988.and adjusted by the National Geodetic Survey in June 1991..
 FZ0988
 FZ0988.The geoid height was determined by GEOID03.
 FZ0988
 FZ0988.The dynamic height is computed by dividing the NAVD 88
 FZ0988.geopotential number by the normal gravity value computed on the
 FZ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0988.degrees latitude (g = 980.6199 gals.).
 FZ0988
 FZ0988.The modeled gravity was interpolated from observed gravity values.
 FZ0988
 FZ0988;                    North         East    Units  Estimated Accuracy
 FZ0988;SPC TN       -   241,040.      975,690.      MT  (+/- 180 meters Scaled)
 FZ0988
 FZ0988                          SUPERSEDED SURVEY CONTROL
 FZ0988
 FZ0988  NGVD 29 (??/??/92)  691.297  (m)         2268.03   (f) ADJ UNCH    2 0
 FZ0988
 FZ0988.Superseded values are not recommended for survey control.
 FZ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0988.See file dsdata.txt to determine how the superseded data were derived.
 FZ0988
 FZ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA274323(NAD 83)
 FZ0988_MARKER: DB = BENCH MARK DISK
 FZ0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0988_STAMPING: L 104 1935
 FZ0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0988+STABILITY: SURFACE MOTION
 FZ0988
 FZ0988  HISTORY     - Date     Condition        Report By
 FZ0988  HISTORY     - 1935     MONUMENTED       CGS
 FZ0988
 FZ0988                          STATION DESCRIPTION
 FZ0988
 FZ0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0988'1 MI SW FROM SHOUNS.
 FZ0988'1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ0988'AT SHOUNS, JOHNSON COUNTY, 40 YARDS SOUTHWEST OF MILEPOST
 FZ0988'125, 36.5 FEET SOUTHEAST OF A ROAD CROSSING, 15 FEET SOUTHEAST
 FZ0988'OF THE SOUTHEAST RAIL, 15 YARDS SOUTHEAST OF A ROAD PARALLELING
 FZ0988'THE TRACK, AND 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 FZ0988'DISK, STAMPED L 104 1935 AND SET IN THE TOP OF A CONCRETE
 FZ0988'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0608 ***********************************************************************
 GA0608  DESIGNATION -  L 105
 GA0608  PID         -  GA0608
 GA0608  STATE/COUNTY-  TN/UNICOI
 GA0608  USGS QUAD   -  UNICOI (1978)
 GA0608
 GA0608                         *CURRENT SURVEY CONTROL
 GA0608  ___________________________________________________________________
 GA0608* NAD 83(1986)-  36 10 57.     (N)    082 19 30.     (W)     SCALED    
 GA0608* NAVD 88     -       625.543  (meters)    2052.30   (feet)  ADJUSTED  
 GA0608  ___________________________________________________________________
 GA0608  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0608  DYNAMIC HT  -         624.898 (meters)    2050.19  (feet)  COMP
 GA0608  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 GA0608
 GA0608  VERT ORDER  -  SECOND    CLASS 0
 GA0608
 GA0608.The horizontal coordinates were scaled from a topographic map and have
 GA0608.an estimated accuracy of +/- 6 seconds.
 GA0608
 GA0608.The orthometric height was determined by differential leveling
 GA0608.and adjusted by the National Geodetic Survey in June 1991..
 GA0608
 GA0608.The geoid height was determined by GEOID03.
 GA0608
 GA0608.The dynamic height is computed by dividing the NAVD 88
 GA0608.geopotential number by the normal gravity value computed on the
 GA0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0608.degrees latitude (g = 980.6199 gals.).
 GA0608
 GA0608.The modeled gravity was interpolated from observed gravity values.
 GA0608
 GA0608;                    North         East    Units  Estimated Accuracy
 GA0608;SPC TN       -   211,370.      930,500.      MT  (+/- 180 meters Scaled)
 GA0608
 GA0608                          SUPERSEDED SURVEY CONTROL
 GA0608
 GA0608  NGVD 29 (??/??/92)  625.624  (m)         2052.57   (f) ADJ UNCH    2 0
 GA0608
 GA0608.Superseded values are not recommended for survey control.
 GA0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0608.See file dsdata.txt to determine how the superseded data were derived.
 GA0608
 GA0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA808050(NAD 83)
 GA0608_MARKER: DB = BENCH MARK DISK
 GA0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0608_STAMPING: L 105 1935
 GA0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0608+STABILITY: SURFACE MOTION
 GA0608
 GA0608  HISTORY     - Date     Condition        Report By
 GA0608  HISTORY     - 1935     MONUMENTED       CGS
 GA0608  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 GA0608
 GA0608                          STATION DESCRIPTION
 GA0608
 GA0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0608'1.8 MI SE FROM UNICOI.
 GA0608'1.8 MILES SOUTHEAST ALONG THE LIMESTONE COVE ROAD FROM THE POST
 GA0608'OFFICE AT UNICOI, UNICOI COUNTY, AT THE JUNCTION OF A LANE LEADING
 GA0608'SOUTHWEST, 23 FEET WEST OF THE CENTERLINE OF THE ROAD, 30 YARDS
 GA0608'EAST OF THE CENTERLINE OF THE LANE, AND LEVEL WITH THE ROAD.  A
 GA0608'STANDARD DISK, STAMPED L 105 1935 AND SET IN THE TOP OF A CONCRETE
 GA0608'POST.
 GA0608
 GA0608                          STATION RECOVERY (1980)
 GA0608
 GA0608'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GA0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0783 ***********************************************************************
 GA0783  DESIGNATION -  L 106
 GA0783  PID         -  GA0783
 GA0783  STATE/COUNTY-  TN/GREENE
 GA0783  USGS QUAD   -  MC CLOUD (1961)
 GA0783
 GA0783                         *CURRENT SURVEY CONTROL
 GA0783  ___________________________________________________________________
 GA0783* NAD 83(1986)-  36 18 44.     (N)    082 56 28.     (W)     SCALED    
 GA0783* NAVD 88     -       369.788  (meters)    1213.21   (feet)  ADJUSTED  
 GA0783  ___________________________________________________________________
 GA0783  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0783  DYNAMIC HT  -         369.448 (meters)    1212.10  (feet)  COMP
 GA0783  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 GA0783
 GA0783  VERT ORDER  -  SECOND    CLASS 0
 GA0783
 GA0783.The horizontal coordinates were scaled from a topographic map and have
 GA0783.an estimated accuracy of +/- 6 seconds.
 GA0783
 GA0783.The orthometric height was determined by differential leveling
 GA0783.and adjusted by the National Geodetic Survey in June 1991..
 GA0783
 GA0783.The geoid height was determined by GEOID03.
 GA0783
 GA0783.The dynamic height is computed by dividing the NAVD 88
 GA0783.geopotential number by the normal gravity value computed on the
 GA0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0783.degrees latitude (g = 980.6199 gals.).
 GA0783
 GA0783.The modeled gravity was interpolated from observed gravity values.
 GA0783
 GA0783;                    North         East    Units  Estimated Accuracy
 GA0783;SPC TN       -   223,850.      874,660.      MT  (+/- 180 meters Scaled)
 GA0783
 GA0783                          SUPERSEDED SURVEY CONTROL
 GA0783
 GA0783  NGVD 29 (??/??/92)  369.936  (m)         1213.70   (f) ADJ UNCH    2 0
 GA0783
 GA0783.Superseded values are not recommended for survey control.
 GA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0783.See file dsdata.txt to determine how the superseded data were derived.
 GA0783
 GA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA257203(NAD 83)
 GA0783_MARKER: DB = BENCH MARK DISK
 GA0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0783_STAMPING: L 106 1935
 GA0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0783+STABILITY: SURFACE MOTION
 GA0783
 GA0783  HISTORY     - Date     Condition        Report By
 GA0783  HISTORY     - 1935     MONUMENTED       CGS
 GA0783  HISTORY     - 1950     GOOD             TVA
 GA0783
 GA0783                          STATION DESCRIPTION
 GA0783
 GA0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0783'2 MI N FROM ROMEO.
 GA0783'2.0 MILES N. ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF THE
 GA0783'BAILEYTON ROAD AT ROMEO, GREENE COUNTY, AT THE E.H. KLEPPER
 GA0783'RESIDENCE, 20 YARDS S.W. OF THE S. CORNER OF THE HOUSE, 10 YARDS
 GA0783'S.E. OF THE CENTERLINE OF THE HIGHWAY, 80 YARDS S.E. OF A LARGE
 GA0783'BARN, 15 YARDS NW OF A 15-INCH CATABOW TREE, AND 1 FOOT HIGHER
 GA0783'THAN THE HIGHWAY, 179 FEET SOUTHEAST OF SOUTH CORNER OF BARN,
 GA0783'98.7 FEET SOUTHEAST OF NAIL IN BOTTLE CAP IN POWER POLE, 58.3
 GA0783'FEET NORTHWEST OF A 8 INCH CATALPHA TREE, 38.9 FEET SOUTH SOUTHWEST
 GA0783'OF POWER POLE IN FRONT HOUSE (FORMERLY RESIDENCE OF E.H. KLEPPER.)
 GA0783'A STANDARD DISK, STAMPED L 106 1935 AND SET IN THE TOP OF A CONCRETE
 GA0783'POST.
 GA0783
 GA0783                          STATION RECOVERY (1950)
 GA0783
 GA0783'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0841 ***********************************************************************
 GA0841  DESIGNATION -  L 107
 GA0841  PID         -  GA0841
 GA0841  STATE/COUNTY-  TN/HAWKINS
 GA0841  USGS QUAD   -  LOVELACE (1971)
 GA0841
 GA0841                         *CURRENT SURVEY CONTROL
 GA0841  ___________________________________________________________________
 GA0841* NAD 83(1986)-  36 24 46.     (N)    082 44 59.     (W)     SCALED    
 GA0841* NAVD 88     -       396.156  (meters)    1299.72   (feet)  ADJUSTED  
 GA0841  ___________________________________________________________________
 GA0841  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0841  DYNAMIC HT  -         395.793 (meters)    1298.53  (feet)  COMP
 GA0841  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 GA0841
 GA0841  VERT ORDER  -  SECOND    CLASS 0
 GA0841
 GA0841.The horizontal coordinates were scaled from a topographic map and have
 GA0841.an estimated accuracy of +/- 6 seconds.
 GA0841
 GA0841.The orthometric height was determined by differential leveling
 GA0841.and adjusted by the National Geodetic Survey in June 1991..
 GA0841
 GA0841.The geoid height was determined by GEOID03.
 GA0841
 GA0841.The dynamic height is computed by dividing the NAVD 88
 GA0841.geopotential number by the normal gravity value computed on the
 GA0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0841.degrees latitude (g = 980.6199 gals.).
 GA0841
 GA0841.The modeled gravity was interpolated from observed gravity values.
 GA0841
 GA0841;                    North         East    Units  Estimated Accuracy
 GA0841;SPC TN       -   235,560.      891,470.      MT  (+/- 180 meters Scaled)
 GA0841
 GA0841                          SUPERSEDED SURVEY CONTROL
 GA0841
 GA0841  NGVD 29 (??/??/92)  396.301  (m)         1300.20   (f) ADJ UNCH    2 0
 GA0841
 GA0841.Superseded values are not recommended for survey control.
 GA0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0841.See file dsdata.txt to determine how the superseded data were derived.
 GA0841
 GA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA431311(NAD 83)
 GA0841_MARKER: DB = BENCH MARK DISK
 GA0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0841_STAMPING: L 107 1935
 GA0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0841+STABILITY: SURFACE MOTION
 GA0841
 GA0841  HISTORY     - Date     Condition        Report By
 GA0841  HISTORY     - 1935     MONUMENTED       CGS
 GA0841
 GA0841                          STATION DESCRIPTION
 GA0841
 GA0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0841'4.3 MI E FROM VAN HILL.
 GA0841'4.3 MILES EAST ALONG THE BEECH CREEK ROAD FROM THE POST OFFICE
 GA0841'AT VAN HILL, HAWKINS COUNTY, 85 YARDS WEST OF THE J.L. BERNARD
 GA0841'RESIDENCE, 15 YARDS EAST OF A FENCE, 19 FEET SOUTH OF THE CENTERLINE
 GA0841'OF THE ROAD, 27 FEET NORTHEAST OF A 36-INCH HICKORY TREE, AND 5
 GA0841'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED L 107 1935
 GA0841'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0546 ***********************************************************************
 GA0546  DESIGNATION -  L 108
 GA0546  PID         -  GA0546
 GA0546  STATE/COUNTY-  TN/WASHINGTON
 GA0546  USGS QUAD   -  JONESBOROUGH (1968)
 GA0546
 GA0546                         *CURRENT SURVEY CONTROL
 GA0546  ___________________________________________________________________
 GA0546* NAD 83(1986)-  36 21 30.     (N)    082 28 09.     (W)     SCALED    
 GA0546* NAVD 88     -       520.798  (meters)    1708.65   (feet)  ADJUSTED  
 GA0546  ___________________________________________________________________
 GA0546  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0546  DYNAMIC HT  -         520.307 (meters)    1707.04  (feet)  COMP
 GA0546  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 GA0546
 GA0546  VERT ORDER  -  SECOND    CLASS 0
 GA0546
 GA0546.The horizontal coordinates were scaled from a topographic map and have
 GA0546.an estimated accuracy of +/- 6 seconds.
 GA0546
 GA0546.The orthometric height was determined by differential leveling
 GA0546.and adjusted by the National Geodetic Survey in June 1991..
 GA0546
 GA0546.The geoid height was determined by GEOID03.
 GA0546
 GA0546.The dynamic height is computed by dividing the NAVD 88
 GA0546.geopotential number by the normal gravity value computed on the
 GA0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0546.degrees latitude (g = 980.6199 gals.).
 GA0546
 GA0546.The modeled gravity was interpolated from observed gravity values.
 GA0546
 GA0546;                    North         East    Units  Estimated Accuracy
 GA0546;SPC TN       -   230,390.      916,840.      MT  (+/- 180 meters Scaled)
 GA0546
 GA0546                          SUPERSEDED SURVEY CONTROL
 GA0546
 GA0546  NGVD 29 (??/??/92)  520.943  (m)         1709.13   (f) ADJ UNCH    2 0
 GA0546
 GA0546.Superseded values are not recommended for survey control.
 GA0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0546.See file dsdata.txt to determine how the superseded data were derived.
 GA0546
 GA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA681246(NAD 83)
 GA0546_MARKER: DB = BENCH MARK DISK
 GA0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0546_STAMPING: L 108 1935
 GA0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0546+STABILITY: SURFACE MOTION
 GA0546
 GA0546  HISTORY     - Date     Condition        Report By
 GA0546  HISTORY     - 1935     MONUMENTED       CGS
 GA0546
 GA0546                          STATION DESCRIPTION
 GA0546
 GA0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0546'2.2 MI W FROM BOONE.
 GA0546'2.2 MILES WEST ALONG A COUNTY ROAD FROM THE CLINCHFIELD, CAROLINA
 GA0546'AND OHIO RAILWAY STATION AT BOONE, WASHINGTON COUNTY, AT THE
 GA0546'JUNCTION OF COUNTY HIGHWAY 508, 23 FEET EAST OF THE CENTERLINE
 GA0546'OF THE ROAD, 5 FEET NORTHEAST OF A GATE, 2 FEET EAST OF A WIRE
 GA0546'FENCE, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0546'STAMPED L 108 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0204 ***********************************************************************
 GA0204  DESIGNATION -  L 109
 GA0204  PID         -  GA0204
 GA0204  STATE/COUNTY-  TN/SULLIVAN
 GA0204  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0204
 GA0204                         *CURRENT SURVEY CONTROL
 GA0204  ___________________________________________________________________
 GA0204* NAD 83(1986)-  36 30 25.     (N)    082 16 20.     (W)     SCALED    
 GA0204* NAVD 88     -       436.283  (meters)    1431.37   (feet)  ADJUSTED  
 GA0204  ___________________________________________________________________
 GA0204  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0204  DYNAMIC HT  -         435.881 (meters)    1430.05  (feet)  COMP
 GA0204  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 GA0204
 GA0204  VERT ORDER  -  SECOND    CLASS 0
 GA0204
 GA0204.The horizontal coordinates were scaled from a topographic map and have
 GA0204.an estimated accuracy of +/- 6 seconds.
 GA0204
 GA0204.The orthometric height was determined by differential leveling
 GA0204.and adjusted by the National Geodetic Survey in June 1991..
 GA0204
 GA0204.The geoid height was determined by GEOID03.
 GA0204
 GA0204.The dynamic height is computed by dividing the NAVD 88
 GA0204.geopotential number by the normal gravity value computed on the
 GA0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0204.degrees latitude (g = 980.6199 gals.).
 GA0204
 GA0204.The modeled gravity was interpolated from observed gravity values.
 GA0204
 GA0204;                    North         East    Units  Estimated Accuracy
 GA0204;SPC TN       -   247,530.      933,870.      MT  (+/- 180 meters Scaled)
 GA0204
 GA0204                          SUPERSEDED SURVEY CONTROL
 GA0204
 GA0204  NGVD 29 (??/??/92)  436.437  (m)         1431.88   (f) ADJ UNCH    2 0
 GA0204
 GA0204.Superseded values are not recommended for survey control.
 GA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0204.See file dsdata.txt to determine how the superseded data were derived.
 GA0204
 GA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA860409(NAD 83)
 GA0204_MARKER: DB = BENCH MARK DISK
 GA0204_SETTING: 66 = SET IN ROCK OUTCROP
 GA0204_SP_SET: ROCK OUTCROP
 GA0204_STAMPING: L 109 1935
 GA0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0204+STABILITY: POSITION/ELEVATION WELL
 GA0204
 GA0204  HISTORY     - Date     Condition        Report By
 GA0204  HISTORY     - 1935     MONUMENTED       CGS
 GA0204
 GA0204                          STATION DESCRIPTION
 GA0204
 GA0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0204'1 MI N FROM BLUFF CITY.
 GA0204'1.0 MILE NORTH ALONG U.S. HIGHWAY 11 E FROM THE SOUTHERN RAILWAY
 GA0204'STATION AT BLUFF CITY, SULLIVAN COUNTY, THENCE 1.8 MILES NORTHWEST
 GA0204'ALONG STATE HIGHWAY 37, 0.1 MILE EAST OF THE THOMAS BRIDGE MILL,
 GA0204'80 YARDS WEST OF THE C.O. SMITH RESIDENCE, 50 YARDS WEST OF THE
 GA0204'JUNCTION OF A ROAD LEADING EAST, 28.6 FEET NORTH OF THE CENTERLINE
 GA0204'OF THE HIGHWAY, 10 FEET SOUTH OF A WIRE FENCE, IN THE TOP OF A
 GA0204'ROCK OUTCROP, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0204'STAMPED L 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0030 ***********************************************************************
 GA0030  DESIGNATION -  L 11
 GA0030  PID         -  GA0030
 GA0030  STATE/COUNTY-  TN/SULLIVAN
 GA0030  USGS QUAD   -  BRISTOL (1991)
 GA0030
 GA0030                         *CURRENT SURVEY CONTROL
 GA0030  ___________________________________________________________________
 GA0030* NAD 83(1986)-  36 33 27.     (N)    082 10 12.     (W)     SCALED    
 GA0030* NAVD 88     -       498.216  (meters)    1634.56   (feet)  ADJUSTED  
 GA0030  ___________________________________________________________________
 GA0030  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0030  DYNAMIC HT  -         497.761 (meters)    1633.07  (feet)  COMP
 GA0030  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GA0030
 GA0030  VERT ORDER  -  FIRST     CLASS II
 GA0030
 GA0030.The horizontal coordinates were scaled from a topographic map and have
 GA0030.an estimated accuracy of +/- 6 seconds.
 GA0030
 GA0030.The orthometric height was determined by differential leveling
 GA0030.and adjusted by the National Geodetic Survey in June 1991..
 GA0030
 GA0030.The geoid height was determined by GEOID03.
 GA0030
 GA0030.The dynamic height is computed by dividing the NAVD 88
 GA0030.geopotential number by the normal gravity value computed on the
 GA0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0030.degrees latitude (g = 980.6199 gals.).
 GA0030
 GA0030.The modeled gravity was interpolated from observed gravity values.
 GA0030
 GA0030;                    North         East    Units  Estimated Accuracy
 GA0030;SPC TN       -   253,490.      942,800.      MT  (+/- 180 meters Scaled)
 GA0030
 GA0030                          SUPERSEDED SURVEY CONTROL
 GA0030
 GA0030  NGVD 29 (??/??/92)  498.367  (m)         1635.06   (f) ADJ UNCH    1 2
 GA0030
 GA0030.Superseded values are not recommended for survey control.
 GA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0030.See file dsdata.txt to determine how the superseded data were derived.
 GA0030
 GA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA952464(NAD 83)
 GA0030_MARKER: DB = BENCH MARK DISK
 GA0030_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA0030_SP_SET: UNSPECIFIED ROCK
 GA0030_STAMPING: 1635.262 L 11 1933
 GA0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0030
 GA0030  HISTORY     - Date     Condition        Report By
 GA0030  HISTORY     - 1933     MONUMENTED       CGS
 GA0030  HISTORY     - 1960     GOOD             TVA
 GA0030  HISTORY     - 1984     GOOD             NGS
 GA0030
 GA0030                          STATION DESCRIPTION
 GA0030
 GA0030'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0030'2.9 MI S FROM BRISTOL.
 GA0030'2.9 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM BRISTOL,
 GA0030'SULLIVAN COUNTY, 768 FEET NORTHEAST OF MILEPOST 3, 40 FEET
 GA0030'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 12 FEET NORTHWEST
 GA0030'OF THE NORTHWEST RAIL, AND IN THE TOP OF A ROCK.  A STANDARD
 GA0030'DISK, STAMPED 1635.262 L 11 1933.  NOTE-- MARK IS NOW 6.8 FEET
 GA0030'WEST OF WEST RAIL.
 GA0030
 GA0030                          STATION RECOVERY (1984)
 GA0030
 GA0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0488 ***********************************************************************
 GA0488  DESIGNATION -  L 110
 GA0488  PID         -  GA0488
 GA0488  STATE/COUNTY-  TN/SULLIVAN
 GA0488  USGS QUAD   -  CARTER (1969)
 GA0488
 GA0488                         *CURRENT SURVEY CONTROL
 GA0488  ___________________________________________________________________
 GA0488* NAD 83(1986)-  36 28 34.     (N)    082 06 10.     (W)     SCALED    
 GA0488* NAVD 88     -       592.930  (meters)    1945.30   (feet)  ADJUSTED  
 GA0488  ___________________________________________________________________
 GA0488  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0488  DYNAMIC HT  -         592.374 (meters)    1943.48  (feet)  COMP
 GA0488  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 GA0488
 GA0488  VERT ORDER  -  SECOND    CLASS 0
 GA0488
 GA0488.The horizontal coordinates were scaled from a topographic map and have
 GA0488.an estimated accuracy of +/- 6 seconds.
 GA0488
 GA0488.The orthometric height was determined by differential leveling
 GA0488.and adjusted by the National Geodetic Survey in June 1991..
 GA0488
 GA0488.The geoid height was determined by GEOID03.
 GA0488
 GA0488.The dynamic height is computed by dividing the NAVD 88
 GA0488.geopotential number by the normal gravity value computed on the
 GA0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0488.degrees latitude (g = 980.6199 gals.).
 GA0488
 GA0488.The modeled gravity was interpolated from observed gravity values.
 GA0488
 GA0488;                    North         East    Units  Estimated Accuracy
 GA0488;SPC TN       -   244,700.      949,180.      MT  (+/- 180 meters Scaled)
 GA0488
 GA0488                          SUPERSEDED SURVEY CONTROL
 GA0488
 GA0488  NGVD 29 (??/??/92)  593.052  (m)         1945.70   (f) ADJ UNCH    2 0
 GA0488
 GA0488.Superseded values are not recommended for survey control.
 GA0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0488.See file dsdata.txt to determine how the superseded data were derived.
 GA0488
 GA0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA012373(NAD 83)
 GA0488_MARKER: DB = BENCH MARK DISK
 GA0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0488_STAMPING: L 110 1935
 GA0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0488+STABILITY: SURFACE MOTION
 GA0488
 GA0488  HISTORY     - Date     Condition        Report By
 GA0488  HISTORY     - 1935     MONUMENTED       CGS
 GA0488  HISTORY     - 1949     GOOD             TVA
 GA0488
 GA0488                          STATION DESCRIPTION
 GA0488
 GA0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0488'0.8 MI NE FROM HICKORY TREE.
 GA0488'0.8 MILE NORTHEAST ALONG THE BEIDLEMAN MILL ROAD FROM HICKORY
 GA0488'TREE, SULLIVAN COUNTY, 3.1 MILES SOUTHEAST ALONG THE MERRILL CREEK
 GA0488'ROAD, ON THE BIG CREEK ROAD, 4.0 MILES SOUTHWEST OF BIG CREEK,
 GA0488'0.9 MILE EAST OF THE W.W. AND PEARL WEBBER RESIDENCE, 23.5 FEET
 GA0488'EAST OF A SMALL CREEK, 22.3 FEET SOUTH OF THE CENTERLINE OF THE
 GA0488'ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA0488'L 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0488
 GA0488                          STATION RECOVERY (1949)
 GA0488
 GA0488'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 GA0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1027 ***********************************************************************
 FZ1027  DESIGNATION -  L 111
 FZ1027  PID         -  FZ1027
 FZ1027  STATE/COUNTY-  TN/JOHNSON
 FZ1027  USGS QUAD   -  ELK MILLS (1994)
 FZ1027
 FZ1027                         *CURRENT SURVEY CONTROL
 FZ1027  ___________________________________________________________________
 FZ1027* NAD 83(1986)-  36 17 10.     (N)    081 56 38.     (W)     SCALED    
 FZ1027* NAVD 88     -       713.27   (+/-2cm)    2340.1    (feet)  VERTCON   
 FZ1027  ___________________________________________________________________
 FZ1027  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 FZ1027
 FZ1027  VERT ORDER  -  ? (See Below)
 FZ1027
 FZ1027.The horizontal coordinates were scaled from a topographic map and have
 FZ1027.an estimated accuracy of +/- 6 seconds.
 FZ1027
 FZ1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1027.The vertical order pertains to the NGVD 29 superseded value.
 FZ1027
 FZ1027.The geoid height was determined by GEOID03.
 FZ1027
 FZ1027;                    North         East    Units  Estimated Accuracy
 FZ1027;SPC TN       -   224,210.      964,280.      MT  (+/- 180 meters Scaled)
 FZ1027
 FZ1027                          SUPERSEDED SURVEY CONTROL
 FZ1027
 FZ1027  NGVD 29 (??/??/92)  713.374  (m)         2340.46   (f) ADJ UNCH    ?  
 FZ1027
 FZ1027.Superseded values are not recommended for survey control.
 FZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1027.See file dsdata.txt to determine how the superseded data were derived.
 FZ1027
 FZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA152160(NAD 83)
 FZ1027_MARKER: DB = BENCH MARK DISK
 FZ1027_SETTING: 80 = SET IN A BOULDER
 FZ1027_SP_SET: BOULDER
 FZ1027_STAMPING: L 111 1935
 FZ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1027+STABILITY: SURFACE MOTION
 FZ1027
 FZ1027  HISTORY     - Date     Condition        Report By
 FZ1027  HISTORY     - 1935     MONUMENTED       CGS
 FZ1027
 FZ1027                          STATION DESCRIPTION
 FZ1027
 FZ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1027'3.4 MI SE FROM DUGGER BRIDGE.
 FZ1027'3.4 MILES SOUTHEAST ALONG THE GREGG BRANCH COUNTY ROAD FROM
 FZ1027'DUGGER BRIDGE, JOHNSON COUNTY, ON THE OUTSIDE OF A CURVE, ON
 FZ1027'THE LEFT BANK OF A SMALL STREAM, ON THE SOUTHWEST SIDE OF THE
 FZ1027'ROAD, 80 FEET NORTHWEST OF AN 8-INCH PINE TREE ON THE SOUTHWEST
 FZ1027'SIDE OF THE ROAD, 80 FEET SOUTHWEST OF AN 8-INCH POPLAR TREE
 FZ1027'ON THE NORTHEAST SIDE OF THE ROAD, 27.4 FEET NORTHWEST OF A
 FZ1027'4-INCH POPLAR TREE ON THE SOUTHWEST SIDE OF THE ROAD, NEAR
 FZ1027'THE UPSTREAM END OF AN OLD BROKEN WOODEN BRIDGE, AND IN A SMALL
 FZ1027'BOULDER.  A STANDARD DISK, STAMPED L 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0666 ***********************************************************************
 GA0666  DESIGNATION -  L 112
 GA0666  PID         -  GA0666
 GA0666  STATE/COUNTY-  TN/UNICOI
 GA0666  USGS QUAD   -  CHESTOA (1978)
 GA0666
 GA0666                         *CURRENT SURVEY CONTROL
 GA0666  ___________________________________________________________________
 GA0666* NAD 83(1986)-  36 02 30.     (N)    082 27 23.     (W)     SCALED    
 GA0666* NAVD 88     -       853.99   (+/-2cm)    2801.8    (feet)  VERTCON   
 GA0666  ___________________________________________________________________
 GA0666  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA0666
 GA0666  VERT ORDER  -  ? (See Below)
 GA0666
 GA0666.The horizontal coordinates were scaled from a topographic map and have
 GA0666.an estimated accuracy of +/- 6 seconds.
 GA0666
 GA0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0666.The vertical order pertains to the NGVD 29 superseded value.
 GA0666
 GA0666.The geoid height was determined by GEOID03.
 GA0666
 GA0666;                    North         East    Units  Estimated Accuracy
 GA0666;SPC TN       -   195,320.      919,250.      MT  (+/- 180 meters Scaled)
 GA0666
 GA0666                          SUPERSEDED SURVEY CONTROL
 GA0666
 GA0666  NGVD 29 (??/??/92)  854.075  (m)         2802.08   (f) ADJ UNCH    ?  
 GA0666
 GA0666.Superseded values are not recommended for survey control.
 GA0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0666.See file dsdata.txt to determine how the superseded data were derived.
 GA0666
 GA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV688895(NAD 83)
 GA0666_MARKER: DB = BENCH MARK DISK
 GA0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0666_STAMPING: L 112 1935
 GA0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0666+STABILITY: SURFACE MOTION
 GA0666
 GA0666  HISTORY     - Date     Condition        Report By
 GA0666  HISTORY     - 1935     MONUMENTED       CGS
 GA0666  HISTORY     - 1938     GOOD             TVA
 GA0666
 GA0666                          STATION DESCRIPTION
 GA0666
 GA0666'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0666'5.1 MI SE FROM ERNESTVILLE.
 GA0666'5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0666'UNICOI COUNTY, ON THE PROPERTY OF THE CHEROKEE NATIONAL FOREST,
 GA0666'90 FEET NORTHEAST OF SPIVEY CREEK, 60 FEET NORTHWEST OF THE
 GA0666'INTERSECTION OF THE HIGHWAY AND A DRAIN, 39.6 FEET NORTH OF A
 GA0666'HIGHWAY CURVE SIGN, 20.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GA0666'OF THE H.G. HENSLEY HOUSE, 14 FEET SOUTHEAST OF A PATH TO THE
 GA0666'HOUSE, 9 FEET NORTHEAST OF THE HIGHWAY AND 2 FEET SOUTHWEST OF
 GA0666'A WIRE FENCE.  A STANDARD DISK, STAMPED L 112 1935 AND SET
 GA0666'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0899 ***********************************************************************
 GA0899  DESIGNATION -  L 114
 GA0899  PID         -  GA0899
 GA0899  STATE/COUNTY-  TN/GREENE
 GA0899  USGS QUAD   -  CEDAR CREEK (1980)
 GA0899
 GA0899                         *CURRENT SURVEY CONTROL
 GA0899  ___________________________________________________________________
 GA0899* NAD 83(1986)-  36 02 47.     (N)    082 59 59.     (W)     SCALED    
 GA0899* NAVD 88     -       383.922  (meters)    1259.58   (feet)  ADJUSTED  
 GA0899  ___________________________________________________________________
 GA0899  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0899  DYNAMIC HT  -         383.556 (meters)    1258.38  (feet)  COMP
 GA0899  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 GA0899
 GA0899  VERT ORDER  -  SECOND    CLASS 0
 GA0899
 GA0899.The horizontal coordinates were scaled from a topographic map and have
 GA0899.an estimated accuracy of +/- 6 seconds.
 GA0899
 GA0899.The orthometric height was determined by differential leveling
 GA0899.and adjusted by the National Geodetic Survey in June 1991..
 GA0899
 GA0899.The geoid height was determined by GEOID03.
 GA0899
 GA0899.The dynamic height is computed by dividing the NAVD 88
 GA0899.geopotential number by the normal gravity value computed on the
 GA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0899.degrees latitude (g = 980.6199 gals.).
 GA0899
 GA0899.The modeled gravity was interpolated from observed gravity values.
 GA0899
 GA0899;                    North         East    Units  Estimated Accuracy
 GA0899;SPC TN       -   194,210.      870,300.      MT  (+/- 180 meters Scaled)
 GA0899
 GA0899                          SUPERSEDED SURVEY CONTROL
 GA0899
 GA0899  NGVD 29 (??/??/92)  384.073  (m)         1260.08   (f) ADJ UNCH    2 0
 GA0899
 GA0899.Superseded values are not recommended for survey control.
 GA0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0899.See file dsdata.txt to determine how the superseded data were derived.
 GA0899
 GA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV198909(NAD 83)
 GA0899_MARKER: DB = BENCH MARK DISK
 GA0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0899_STAMPING: L 114 1935
 GA0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0899+STABILITY: SURFACE MOTION
 GA0899
 GA0899  HISTORY     - Date     Condition        Report By
 GA0899  HISTORY     - 1935     MONUMENTED       CGS
 GA0899  HISTORY     - 1950     GOOD             TVA
 GA0899
 GA0899                          STATION DESCRIPTION
 GA0899
 GA0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0899'1 MI NW FROM CANEY BRANCH.
 GA0899'1.0 MILE NORTHWEST ALONG THE WARRENSBURG HIGHWAY FROM THE POST
 GA0899'OFFICE AT CANEY BRANCH, GREENE COUNTY, AT A SHARP CURVE, IN THE
 GA0899'FRONT YARD OF THE U.C. CUTSHAW RESIDENCE, 45 FEET EAST OF THE
 GA0899'NORTHEAST CORNER OF THE HOUSE, 29 FEET NORTHWEST OF A FENCE CORNER,
 GA0899'25.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 GA0899'SOUTHEAST OF A 20-INCH WALNUT TREE NEAR A GATE, 1.3 FEET NORTHEAST
 GA0899'OF A FENCE LINE, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GA0899'DISK, STAMPED L 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0899'NOTE-- HOUSE HAS BEEN DESTROYED, 159 FEET NORTH NORTHWEST OF
 GA0899'SOUTH CORNER OF FIELD, 122 FEET NORTHWEST OF NAIL IN BOTTLE
 GA0899'CAP IN A 20 INCH WALNUT TREE, 106 FEET NORTHWEST OF NORTH CORNER
 GA0899'OF PASTURE FENCE, 72.7 FEET NORTHEAST OF NORTHEAST CORNER OF
 GA0899'BRICK CHIMNEY AND 1.3 FEET SOUTHWEST OF STEEL WITNESS POST.
 GA0899
 GA0899                          STATION RECOVERY (1950)
 GA0899
 GA0899'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0691 ***********************************************************************
 GA0691  DESIGNATION -  L 115
 GA0691  PID         -  GA0691
 GA0691  STATE/COUNTY-  TN/GREENE
 GA0691  USGS QUAD   -  GREYSTONE (1978)
 GA0691
 GA0691                         *CURRENT SURVEY CONTROL
 GA0691  ___________________________________________________________________
 GA0691* NAD 83(1986)-  36 05 31.     (N)    082 43 06.     (W)     SCALED    
 GA0691* NAVD 88     -       491.962  (meters)    1614.05   (feet)  ADJUSTED  
 GA0691  ___________________________________________________________________
 GA0691  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA0691  DYNAMIC HT  -         491.484 (meters)    1612.48  (feet)  COMP
 GA0691  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 GA0691
 GA0691  VERT ORDER  -  SECOND    CLASS 0
 GA0691
 GA0691.The horizontal coordinates were scaled from a topographic map and have
 GA0691.an estimated accuracy of +/- 6 seconds.
 GA0691
 GA0691.The orthometric height was determined by differential leveling
 GA0691.and adjusted by the National Geodetic Survey in June 1991..
 GA0691
 GA0691.The geoid height was determined by GEOID03.
 GA0691
 GA0691.The dynamic height is computed by dividing the NAVD 88
 GA0691.geopotential number by the normal gravity value computed on the
 GA0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0691.degrees latitude (g = 980.6199 gals.).
 GA0691
 GA0691.The modeled gravity was interpolated from observed gravity values.
 GA0691
 GA0691;                    North         East    Units  Estimated Accuracy
 GA0691;SPC TN       -   200,070.      895,480.      MT  (+/- 180 meters Scaled)
 GA0691
 GA0691                          SUPERSEDED SURVEY CONTROL
 GA0691
 GA0691  NGVD 29 (??/??/92)  492.081  (m)         1614.44   (f) ADJ UNCH    2 0
 GA0691
 GA0691.Superseded values are not recommended for survey control.
 GA0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0691.See file dsdata.txt to determine how the superseded data were derived.
 GA0691
 GA0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV453955(NAD 83)
 GA0691_MARKER: DB = BENCH MARK DISK
 GA0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0691_STAMPING: L 115 1935
 GA0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0691+STABILITY: SURFACE MOTION
 GA0691
 GA0691  HISTORY     - Date     Condition        Report By
 GA0691  HISTORY     - 1935     MONUMENTED       CGS
 GA0691  HISTORY     - 1955     GOOD             NGS
 GA0691
 GA0691                          STATION DESCRIPTION
 GA0691
 GA0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0691'5.2 MI SE FROM JONES BRIDGE.
 GA0691'2.3 MILES SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH END
 GA0691'OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE 2.9
 GA0691'MILES EAST ALONG A PAVED ROAD, 0.4 MILE NORTHEAST OF A SMALL
 GA0691'SETTLEMENT CALLED BETHANY, AT THE BOTTOM OF A SMALL VALLEY, 57.5
 GA0691'FEET WEST OF THE WEST CORNER OF THE EDWARD JENNINGS RESIDENCE, 35
 GA0691'FEET EAST OF A WOODEN BRIDGE OVER A CREEK, 22 FEET SOUTHEAST OF
 GA0691'THE CENTERLINE OF THE ROAD, 12 FEET SOUTHEAST OF A FENCE CORNER,
 GA0691'1.2 FEET SOUTHWEST OF A FENCE LINE, AND 2 FEET LOWER THAN THE
 GA0691'ROAD.  A STANDARD DISK, STAMPED L 115 1935 AND SET IN THE TOP OF
 GA0691'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0991 ***********************************************************************
 FZ0991  DESIGNATION -  L 116
 FZ0991  PID         -  FZ0991
 FZ0991  STATE/COUNTY-  TN/JOHNSON
 FZ0991  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0991
 FZ0991                         *CURRENT SURVEY CONTROL
 FZ0991  ___________________________________________________________________
 FZ0991* NAD 83(1986)-  36 27 37.     (N)    081 48 03.     (W)     SCALED    
 FZ0991* NAVD 88     -       717.795  (meters)    2354.97   (feet)  ADJUSTED  
 FZ0991  ___________________________________________________________________
 FZ0991  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FZ0991  DYNAMIC HT  -         717.074 (meters)    2352.60  (feet)  COMP
 FZ0991  MODELED GRAV-     979,604.5   (mgal)                       NAVD 88
 FZ0991
 FZ0991  VERT ORDER  -  SECOND    CLASS 0
 FZ0991
 FZ0991.The horizontal coordinates were scaled from a topographic map and have
 FZ0991.an estimated accuracy of +/- 6 seconds.
 FZ0991
 FZ0991.The orthometric height was determined by differential leveling
 FZ0991.and adjusted by the National Geodetic Survey in June 1991..
 FZ0991
 FZ0991.The geoid height was determined by GEOID03.
 FZ0991
 FZ0991.The dynamic height is computed by dividing the NAVD 88
 FZ0991.geopotential number by the normal gravity value computed on the
 FZ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0991.degrees latitude (g = 980.6199 gals.).
 FZ0991
 FZ0991.The modeled gravity was interpolated from observed gravity values.
 FZ0991
 FZ0991;                    North         East    Units  Estimated Accuracy
 FZ0991;SPC TN       -   244,060.      976,290.      MT  (+/- 180 meters Scaled)
 FZ0991
 FZ0991                          SUPERSEDED SURVEY CONTROL
 FZ0991
 FZ0991  NGVD 29 (??/??/92)  717.851  (m)         2355.15   (f) ADJ UNCH    2 0
 FZ0991
 FZ0991.Superseded values are not recommended for survey control.
 FZ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0991.See file dsdata.txt to determine how the superseded data were derived.
 FZ0991
 FZ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA282353(NAD 83)
 FZ0991_MARKER: DB = BENCH MARK DISK
 FZ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0991_STAMPING: L 116 1935
 FZ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0991+STABILITY: SURFACE MOTION
 FZ0991
 FZ0991  HISTORY     - Date     Condition        Report By
 FZ0991  HISTORY     - 1935     MONUMENTED       CGS
 FZ0991
 FZ0991                          STATION DESCRIPTION
 FZ0991
 FZ0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0991'0.9 MI S FROM MOUNTAIN CITY.
 FZ0991'0.9 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ0991'AT MOUNTAIN CITY, JOHNSON COUNTY, 70 YARDS NORTH OF MILEPOST
 FZ0991'127, 28 YARDS NORTH OF A PRIVATE-ROAD CROSSING, 6 FEET WEST
 FZ0991'OF THE WEST RAIL, 15 FEET SOUTHEAST OF A POLE, AND 1 FOOT LOWER
 FZ0991'THAN THE TRACK.  A STANDARD DISK, STAMPED L 116 1935 AND SET
 FZ0991'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1022 ***********************************************************************
 GA1022  DESIGNATION -  L 117
 GA1022  PID         -  GA1022
 GA1022  STATE/COUNTY-  TN/GREENE
 GA1022  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1022
 GA1022                         *CURRENT SURVEY CONTROL
 GA1022  ___________________________________________________________________
 GA1022* NAD 83(1986)-  36 07 06.     (N)    082 50 24.     (W)     SCALED    
 GA1022* NAVD 88     -       406.223  (meters)    1332.75   (feet)  ADJUSTED  
 GA1022  ___________________________________________________________________
 GA1022  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA1022  DYNAMIC HT  -         405.835 (meters)    1331.48  (feet)  COMP
 GA1022  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 GA1022
 GA1022  VERT ORDER  -  SECOND    CLASS 0
 GA1022
 GA1022.The horizontal coordinates were scaled from a topographic map and have
 GA1022.an estimated accuracy of +/- 6 seconds.
 GA1022
 GA1022.The orthometric height was determined by differential leveling
 GA1022.and adjusted by the National Geodetic Survey in June 1991..
 GA1022
 GA1022.The geoid height was determined by GEOID03.
 GA1022
 GA1022.The dynamic height is computed by dividing the NAVD 88
 GA1022.geopotential number by the normal gravity value computed on the
 GA1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1022.degrees latitude (g = 980.6199 gals.).
 GA1022
 GA1022.The modeled gravity was interpolated from observed gravity values.
 GA1022
 GA1022;                    North         East    Units  Estimated Accuracy
 GA1022;SPC TN       -   202,640.      884,430.      MT  (+/- 180 meters Scaled)
 GA1022
 GA1022                          SUPERSEDED SURVEY CONTROL
 GA1022
 GA1022  NGVD 29 (??/??/92)  406.346  (m)         1333.15   (f) ADJ UNCH    2 0
 GA1022
 GA1022.Superseded values are not recommended for survey control.
 GA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1022.See file dsdata.txt to determine how the superseded data were derived.
 GA1022
 GA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV344986(NAD 83)
 GA1022_MARKER: DB = BENCH MARK DISK
 GA1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1022_STAMPING: L 117 1935
 GA1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1022+STABILITY: SURFACE MOTION
 GA1022
 GA1022  HISTORY     - Date     Condition        Report By
 GA1022  HISTORY     - 1935     MONUMENTED       CGS
 GA1022  HISTORY     - 1950     GOOD             TVA
 GA1022
 GA1022                          STATION DESCRIPTION
 GA1022
 GA1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1022'2.7 MI N FROM DAVY CROCKETT LAKE.
 GA1022'2.7 MILES NORTH ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM BIRD
 GA1022'BRIDGE AT DAVY CROCKETT LAKE, GREENE COUNTY, 300 YARDS SOUTHEAST
 GA1022'OF THE ROSCOE SPARNES RESIDENCE, 110 YARDS SOUTHEAST OF A ROAD
 GA1022'LEADING TO THE SPARNES RESIDENCE, AT A GULF SERVICE STATION,
 GA1022'17 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 11
 GA1022'YARDS SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1 YARD NORTHWEST
 GA1022'OF A FENCE LINE, AND LEVEL WITH THE ROAD, 124 FEET NORTHWEST
 GA1022'OF WEST POLE 34 OF H FRAME ON TVA HIGH TENSION LINE, AND 1 FOOT
 GA1022'NORTH NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA1022'L 117 1935 AND SET IN THE TOP OF A CONCRETE.
 GA1022
 GA1022                          STATION RECOVERY (1950)
 GA1022
 GA1022'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1964 ***********************************************************************
 GA1964  DESIGNATION -  L 118
 GA1964  PID         -  GA1964
 GA1964  STATE/COUNTY-  TN/COCKE
 GA1964  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1964
 GA1964                         *CURRENT SURVEY CONTROL
 GA1964  ___________________________________________________________________
 GA1964* NAD 83(1986)-  36 02 13.     (N)    083 00 18.     (W)     SCALED    
 GA1964* NAVD 88     -       413.84   (+/-2cm)    1357.7    (feet)  VERTCON   
 GA1964  ___________________________________________________________________
 GA1964  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA1964
 GA1964  VERT ORDER  -  ? (See Below)
 GA1964
 GA1964.The horizontal coordinates were scaled from a topographic map and have
 GA1964.an estimated accuracy of +/- 6 seconds.
 GA1964
 GA1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1964.The vertical order pertains to the NGVD 29 superseded value.
 GA1964
 GA1964.The geoid height was determined by GEOID03.
 GA1964
 GA1964;                    North         East    Units  Estimated Accuracy
 GA1964;SPC TN       -   193,140.      869,860.      MT  (+/- 180 meters Scaled)
 GA1964
 GA1964                          SUPERSEDED SURVEY CONTROL
 GA1964
 GA1964  NGVD 29 (??/??/92)  413.993  (m)         1358.24   (f) ADJ UNCH    ?  
 GA1964
 GA1964.Superseded values are not recommended for survey control.
 GA1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1964.See file dsdata.txt to determine how the superseded data were derived.
 GA1964
 GA1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV193899(NAD 83)
 GA1964_MARKER: DB = BENCH MARK DISK
 GA1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1964+STABILITY: SURFACE MOTION
 GA1964
 GA1964  HISTORY     - Date     Condition        Report By
 GA1964  HISTORY     - UNK      MONUMENTED       CGS
 GA1964  HISTORY     - 1937     GOOD             TVA
 GA1964
 GA1964                          STATION DESCRIPTION
 GA1964
 GA1964'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1964'12.4 MI NE FROM NEWPORT.
 GA1964'12.4 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, 2.2
 GA1964'MILES NORTHEAST OF SALEM, ON PROPERTY OWNED BY EDGAR OTTINGER,
 GA1964'250 FEET SOUTH OF THE HOUSE OCCUPIED IN 1938 BY W.B. ELSENHOWER,
 GA1964'225 FEET SOUTHWEST OF A LARGE BARN, 95 FEET NORTH OF A NEW (1938)
 GA1964'HOUSE, 39.9 FEET WEST OF A 14-INCH APPLE TREE, 15.2 FEET SOUTHWEST
 GA1964'OF A 5-INCH APPLE TREE, 15 FEET NORTHEAST OF HIGHWAY, 5 FEET EAST
 GA1964'OF A LANE, 3 FEET NORTHEAST OF A FENCE CORNER, 80 FEET NORTHEAST
 GA1964'OF A NEW BARN, AND 1 FOOT NORTHWEST OF SOUTHWEST CORNER OF GARAGE.
 GA1964'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1955 ***********************************************************************
 GA1955  DESIGNATION -  L 119
 GA1955  PID         -  GA1955
 GA1955  STATE/COUNTY-  TN/COCKE
 GA1955  USGS QUAD   -  RANKIN (1980)
 GA1955
 GA1955                         *CURRENT SURVEY CONTROL
 GA1955  ___________________________________________________________________
 GA1955* NAD 83(1986)-  36 06 32.     (N)    083 09 15.     (W)     SCALED    
 GA1955* NAVD 88     -       367.795  (meters)    1206.67   (feet)  ADJUSTED  
 GA1955  ___________________________________________________________________
 GA1955  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA1955  DYNAMIC HT  -         367.453 (meters)    1205.55  (feet)  COMP
 GA1955  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 GA1955
 GA1955  VERT ORDER  -  SECOND    CLASS 0
 GA1955
 GA1955.The horizontal coordinates were scaled from a topographic map and have
 GA1955.an estimated accuracy of +/- 6 seconds.
 GA1955
 GA1955.The orthometric height was determined by differential leveling
 GA1955.and adjusted by the National Geodetic Survey in June 1991..
 GA1955
 GA1955.The geoid height was determined by GEOID03.
 GA1955
 GA1955.The dynamic height is computed by dividing the NAVD 88
 GA1955.geopotential number by the normal gravity value computed on the
 GA1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1955.degrees latitude (g = 980.6199 gals.).
 GA1955
 GA1955.The modeled gravity was interpolated from observed gravity values.
 GA1955
 GA1955;                    North         East    Units  Estimated Accuracy
 GA1955;SPC TN       -   200,720.      856,190.      MT  (+/- 180 meters Scaled)
 GA1955
 GA1955                          SUPERSEDED SURVEY CONTROL
 GA1955
 GA1955  NGVD 29 (??/??/92)  367.949  (m)         1207.18   (f) ADJ UNCH    2 0
 GA1955
 GA1955.Superseded values are not recommended for survey control.
 GA1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1955.See file dsdata.txt to determine how the superseded data were derived.
 GA1955
 GA1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV061981(NAD 83)
 GA1955_MARKER: DB = BENCH MARK DISK
 GA1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1955_STAMPING: L 119 1935
 GA1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1955+STABILITY: SURFACE MOTION
 GA1955
 GA1955  HISTORY     - Date     Condition        Report By
 GA1955  HISTORY     - 1935     MONUMENTED       CGS
 GA1955
 GA1955                          STATION DESCRIPTION
 GA1955
 GA1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1955'6 MI NE FROM RANKIN.
 GA1955'6.0 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT RANKIN,
 GA1955'COCKE COUNTY, THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY 25 E,
 GA1955'AND THENCE 1/2 MILE EAST ALONG THE BIRD HILL ROAD, 0.7 MILES
 GA1955'NORTHEAST OF ROAD JUNCTION AT HIGH POINT, 1.45 MILES WEST OF
 GA1955'BRIAR THICKET CHURCH, 23 FEET NORTH NORTHWEST OF AN 8 IN BEECH
 GA1955'TREE, 20 FEET EAST OF CENTERLINE OF ROAD, 17 FEET SOUTH-SOUTHWEST
 GA1955'OF A 12 IN OAK TREE, 10 FEET SOUTHEAST OF STEEL WITNESS POST
 GA1955'AND 7 FEET SOUTHEAST OF A 14 IN OAK TREE.  A STANDARD DISK,
 GA1955'STAMPED L 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1110 ***********************************************************************
 FB1110  DESIGNATION -  L 121
 FB1110  PID         -  FB1110
 FB1110  STATE/COUNTY-  TN/COCKE
 FB1110  USGS QUAD   -  PAINT ROCK (1991)
 FB1110
 FB1110                         *CURRENT SURVEY CONTROL
 FB1110  ___________________________________________________________________
 FB1110* NAD 83(1986)-  35 56 51.     (N)    082 58 31.     (W)     SCALED    
 FB1110* NAVD 88     -       475.24   (+/-2cm)    1559.2    (feet)  VERTCON   
 FB1110  ___________________________________________________________________
 FB1110  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1110
 FB1110  VERT ORDER  -  ? (See Below)
 FB1110
 FB1110.The horizontal coordinates were scaled from a topographic map and have
 FB1110.an estimated accuracy of +/- 6 seconds.
 FB1110
 FB1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1110.The vertical order pertains to the NGVD 29 superseded value.
 FB1110
 FB1110.The geoid height was determined by GEOID03.
 FB1110
 FB1110;                    North         East    Units  Estimated Accuracy
 FB1110;SPC TN       -   183,310.      872,840.      MT  (+/- 180 meters Scaled)
 FB1110
 FB1110                          SUPERSEDED SURVEY CONTROL
 FB1110
 FB1110  NGVD 29 (??/??/92)  475.377  (m)         1559.63   (f) ADJ UNCH    ?  
 FB1110
 FB1110.Superseded values are not recommended for survey control.
 FB1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1110.See file dsdata.txt to determine how the superseded data were derived.
 FB1110
 FB1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV218799(NAD 83)
 FB1110_MARKER: DB = BENCH MARK DISK
 FB1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1110_SP_SET: CULVERT
 FB1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1110
 FB1110  HISTORY     - Date     Condition        Report By
 FB1110  HISTORY     - UNK      MONUMENTED       CGS
 FB1110  HISTORY     - 1955     GOOD             NGS
 FB1110
 FB1110                          STATION DESCRIPTION
 FB1110
 FB1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1110'4 MI NW FROM WOLF CREEK.
 FB1110'4 MILES NORTHWEST ALONG THE COVE CREEK ROAD FROM WOLF CREEK,
 FB1110'COCKE COUNTY, 40 FEET EAST OF A ROAD CUT, 30 FEET WEST OF A 4-INCH
 FB1110'PINE TREE, 23 FEET WEST OF A 4-INCH POPLAR TREE, 20 FEET SOUTHEAST
 FB1110'OF THE ROAD, AT A CONCRETE CULVERT UNDER A DRAIN, IN THE CENTER
 FB1110'OF THE TOP OF THE SOUTH HEADWALL, AND 9 FEET LOWER THAN THE
 FB1110'ROAD.  A STANDARD DISK.  NOTE-- STATION IS A CAP IN CONCRETE
 FB1110'HEADWALL OF HIGHWAY CULVERT SO NO POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1340 ***********************************************************************
 FB1340  DESIGNATION -  L 122
 FB1340  PID         -  FB1340
 FB1340  STATE/COUNTY-  TN/COCKE
 FB1340  USGS QUAD   -  HARTFORD (1968)
 FB1340
 FB1340                         *CURRENT SURVEY CONTROL
 FB1340  ___________________________________________________________________
 FB1340* NAD 83(1986)-  35 48 13.     (N)    083 14 56.     (W)     SCALED    
 FB1340* NAVD 88     -       428.56   (+/-2cm)    1406.0    (feet)  VERTCON   
 FB1340  ___________________________________________________________________
 FB1340  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FB1340
 FB1340  VERT ORDER  -  ? (See Below)
 FB1340
 FB1340.The horizontal coordinates were scaled from a topographic map and have
 FB1340.an estimated accuracy of +/- 6 seconds.
 FB1340
 FB1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1340.The vertical order pertains to the NGVD 29 superseded value.
 FB1340
 FB1340.The geoid height was determined by GEOID03.
 FB1340
 FB1340;                    North         East    Units  Estimated Accuracy
 FB1340;SPC TN       -   166,620.      848,620.      MT  (+/- 180 meters Scaled)
 FB1340
 FB1340                          SUPERSEDED SURVEY CONTROL
 FB1340
 FB1340  NGVD 29 (??/??/92)  428.700  (m)         1406.49   (f) ADJ UNCH    ?  
 FB1340
 FB1340.Superseded values are not recommended for survey control.
 FB1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1340.See file dsdata.txt to determine how the superseded data were derived.
 FB1340
 FB1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV967645(NAD 83)
 FB1340_MARKER: DB = BENCH MARK DISK
 FB1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1340_STAMPING: L 122 1935
 FB1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1340+STABILITY: SURFACE MOTION
 FB1340
 FB1340  HISTORY     - Date     Condition        Report By
 FB1340  HISTORY     - 1935     MONUMENTED       CGS
 FB1340  HISTORY     - 1949     GOOD             NGS
 FB1340
 FB1340                          STATION DESCRIPTION
 FB1340
 FB1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1340'1 MI S FROM COSBY.
 FB1340'1.0 MILE SOUTH ALONG STATE HIGHWAY 32 FROM COSBY, COCKE COUNTY,
 FB1340'AT THE JUNCTION OF THE INDIAN CAMP FORK ROAD, 70 FEET SOUTH
 FB1340'OF COSBY CREEK, ON THE PROPERTY OF W.M. RAMSEY, 15 FEET WEST OF
 FB1340'THE HOUSE, 29.8 FEET WEST OF THE NORTHEAST CORNER OF THE PORCH,
 FB1340'47.6 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE MILL HOUSE,
 FB1340'16 FEET EAST OF THE HIGHWAY, AND 9 FEET EAST OF A FENCE LINE.
 FB1340'A STANDARD DISK, STAMPED L 122 1935 AND SET IN THE TOP OF A CONCRETE
 FB1340'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0485 ***********************************************************************
 GA0485  DESIGNATION -  L 123
 GA0485  PID         -  GA0485
 GA0485  STATE/COUNTY-  TN/SULLIVAN
 GA0485  USGS QUAD   -  BLUFF CITY (1968)
 GA0485
 GA0485                         *CURRENT SURVEY CONTROL
 GA0485  ___________________________________________________________________
 GA0485* NAD 83(1986)-  36 24 08.     (N)    082 20 52.     (W)     SCALED    
 GA0485* NAVD 88     -       455.277  (meters)    1493.69   (feet)  POSTED    
 GA0485  ___________________________________________________________________
 GA0485  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0485  DYNAMIC HT  -         454.850 (meters)    1492.29  (feet)  COMP
 GA0485  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 GA0485
 GA0485  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GA0485
 GA0485.The horizontal coordinates were scaled from a topographic map and have
 GA0485.an estimated accuracy of +/- 6 seconds.
 GA0485
 GA0485.The orthometric height was determined by differential leveling
 GA0485.and adjusted by the National Geodetic Survey in 1992..
 GA0485.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GA0485.rate of 2.1 thru 3.0 mm/km.
 GA0485
 GA0485.The geoid height was determined by GEOID03.
 GA0485
 GA0485.The dynamic height is computed by dividing the NAVD 88
 GA0485.geopotential number by the normal gravity value computed on the
 GA0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0485.degrees latitude (g = 980.6199 gals.).
 GA0485
 GA0485.The modeled gravity was interpolated from observed gravity values.
 GA0485
 GA0485;                    North         East    Units  Estimated Accuracy
 GA0485;SPC TN       -   235,660.      927,540.      MT  (+/- 180 meters Scaled)
 GA0485
 GA0485                          SUPERSEDED SURVEY CONTROL
 GA0485
 GA0485  NGVD 29 (??/??/92)  455.420  (m)         1494.16   (f) ADJ UNCH    2 0
 GA0485
 GA0485.Superseded values are not recommended for survey control.
 GA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0485.See file dsdata.txt to determine how the superseded data were derived.
 GA0485
 GA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA791294(NAD 83)
 GA0485_MARKER: DB = BENCH MARK DISK
 GA0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0485_SP_SET: CULVERT
 GA0485_STAMPING: L 123 1935
 GA0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0485
 GA0485  HISTORY     - Date     Condition        Report By
 GA0485  HISTORY     - 1935     MONUMENTED       CGS
 GA0485  HISTORY     - 1960     GOOD             TVA
 GA0485  HISTORY     - 1984     MARK NOT FOUND   NGS
 GA0485
 GA0485                          STATION DESCRIPTION
 GA0485
 GA0485'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0485'6.8 MI N FROM JOHNSON CITY.
 GA0485'IN SULLIVAN COUNTY, 6.8 MILES NORTH ALONG U.S. HIGHWAY 11 E
 GA0485'FROM THE SOUTHERN RAILWAY STATION AT JOHNSON CITY, WASHINGTON
 GA0485'COUNTY, 0.6 MILE NORTH OF WATAUGA RIVER, 117 YARDS NORTH OF THE
 GA0485'SULLIVAN-WASHINGTON COUNTY LINE, IN THE TOP OF A CONCRETE CULVERT,
 GA0485'7 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET NORTH
 GA0485'OF THE SOUTH END OF THE CULVERT, AND 4 FEET LOWER THAN THE HIGHWAY,
 GA0485'AND 6 FEET NORTHWEST OF STEEL WITNESS POST.  A STANDARD DISK,
 GA0485'STAMPED L 123 1935.
 GA0485
 GA0485                          STATION RECOVERY (1984)
 GA0485
 GA0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1358 ***********************************************************************
 FB1358  DESIGNATION -  L 125
 FB1358  PID         -  FB1358
 FB1358  STATE/COUNTY-  TN/COCKE
 FB1358  USGS QUAD   -  NEDDY MOUNTAIN (1991)
 FB1358
 FB1358                         *CURRENT SURVEY CONTROL
 FB1358  ___________________________________________________________________
 FB1358* NAD 83(1986)-  35 53 56.     (N)    083 00 45.     (W)     SCALED    
 FB1358* NAVD 88     -       372.16   (+/-2cm)    1221.0    (feet)  VERTCON   
 FB1358  ___________________________________________________________________
 FB1358  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FB1358
 FB1358  VERT ORDER  -  ? (See Below)
 FB1358
 FB1358.The horizontal coordinates were scaled from a topographic map and have
 FB1358.an estimated accuracy of +/- 6 seconds.
 FB1358
 FB1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1358.The vertical order pertains to the NGVD 29 superseded value.
 FB1358
 FB1358.The geoid height was determined by GEOID03.
 FB1358
 FB1358;                    North         East    Units  Estimated Accuracy
 FB1358;SPC TN       -   177,810.      869,650.      MT  (+/- 180 meters Scaled)
 FB1358
 FB1358                          SUPERSEDED SURVEY CONTROL
 FB1358
 FB1358  NGVD 29 (??/??/92)  372.314  (m)         1221.50   (f) ADJ UNCH    ?  
 FB1358
 FB1358.Superseded values are not recommended for survey control.
 FB1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1358.See file dsdata.txt to determine how the superseded data were derived.
 FB1358
 FB1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV183746(NAD 83)
 FB1358_MARKER: DB = BENCH MARK DISK
 FB1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1358_STAMPING: L 125 1935
 FB1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1358+STABILITY: SURFACE MOTION
 FB1358
 FB1358  HISTORY     - Date     Condition        Report By
 FB1358  HISTORY     - 1935     MONUMENTED       CGS
 FB1358  HISTORY     - 1949     GOOD             NGS
 FB1358
 FB1358                          STATION DESCRIPTION
 FB1358
 FB1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1358'1.9 MI SE FROM DEL RIO.
 FB1358'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING
 FB1358'OF THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, 550 FEET
 FB1358'NORTHWEST OF THE DOE SMITH MILL, 100 FEET EAST OF A TOBACCO
 FB1358'BARN, 80 FEET NORTHEAST OF BIG CREEK, ON THE PROPERTY OF MRS.
 FB1358'E.G. MC NABB, 87 FEET SOUTHWEST OF THE HOUSE, 19 FEET NORTHWEST
 FB1358'OF THE ROAD LEADING TO THE HOUSE, 42.4 FEET NORTH OF THE
 FB1358'NORTHWEST CORNER OF AN OLD STORE, 52 FEET EAST OF THE CORNER OF A
 FB1358'WIRE FENCE, 52.3 FEET EAST OF AN 8-INCH SYCAMORE TREE, AND 13
 FB1358'FEET NORTHEAST OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1358'DISK, STAMPED L 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1345 ***********************************************************************
 FB1345  DESIGNATION -  L 126
 FB1345  PID         -  FB1345
 FB1345  STATE/COUNTY-  TN/COCKE
 FB1345  USGS QUAD   -  WATERVILLE (1968)
 FB1345
 FB1345                         *CURRENT SURVEY CONTROL
 FB1345  ___________________________________________________________________
 FB1345* NAD 83(1986)-  35 50 33.     (N)    083 05 42.     (W)     SCALED    
 FB1345* NAVD 88     -       537.30   (+/-2cm)    1762.8    (feet)  VERTCON   
 FB1345  ___________________________________________________________________
 FB1345  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB1345
 FB1345  VERT ORDER  -  ? (See Below)
 FB1345
 FB1345.The horizontal coordinates were scaled from a topographic map and have
 FB1345.an estimated accuracy of +/- 6 seconds.
 FB1345
 FB1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1345.The vertical order pertains to the NGVD 29 superseded value.
 FB1345
 FB1345.The geoid height was determined by GEOID03.
 FB1345
 FB1345;                    North         East    Units  Estimated Accuracy
 FB1345;SPC TN       -   171,340.      862,390.      MT  (+/- 180 meters Scaled)
 FB1345
 FB1345                          SUPERSEDED SURVEY CONTROL
 FB1345
 FB1345  NGVD 29 (??/??/92)  537.439  (m)         1763.25   (f) ADJ UNCH    ?  
 FB1345
 FB1345.Superseded values are not recommended for survey control.
 FB1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1345.See file dsdata.txt to determine how the superseded data were derived.
 FB1345
 FB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV107685(NAD 83)
 FB1345_MARKER: DB = BENCH MARK DISK
 FB1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1345_STAMPING: L 126 1935
 FB1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1345+STABILITY: SURFACE MOTION
 FB1345
 FB1345  HISTORY     - Date     Condition        Report By
 FB1345  HISTORY     - 1935     MONUMENTED       CGS
 FB1345  HISTORY     - 1949     GOOD             NGS
 FB1345
 FB1345                          STATION DESCRIPTION
 FB1345
 FB1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1345'0.8 MI SE FROM RAVEN BRANCH.
 FB1345'0.8 MILE SOUTHEAST OF RAVEN BRANCH, COCKE COUNTY, ON THE GULF
 FB1345'FORK ROAD, ON THE PROPERTY OF B.B. ROLLINS, 400 FEET SOUTH OF
 FB1345'THE HOUSE, 100 FEET SOUTHWEST OF A BARN ON THE EAST SIDE OF THE
 FB1345'LANE, 20.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF A CORN
 FB1345'CRIB, 12 FEET NORTHEAST OF THE NEW CORN CRIB, 12.2 FEET NORTHEAST
 FB1345'OF THE EAST GATEPOST, 42 FEET NORTHEAST OF THE ROAD, 2 FEET
 FB1345'NORTHWEST OF A WIRE FENCE, AND 2.1 FEET NORTHWEST OF A STEEL
 FB1345'POST WITH A CONTROL MARKER SIGN.  A STANDARD DISK, STAMPED L 126
 FB1345'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2052 ***********************************************************************
 FB2052  DESIGNATION -  L 127
 FB2052  PID         -  FB2052
 FB2052  STATE/COUNTY-  TN/SEVIER
 FB2052  USGS QUAD   -  GATLINBURG (1979)
 FB2052
 FB2052                         *CURRENT SURVEY CONTROL
 FB2052  ___________________________________________________________________
 FB2052* NAD 83(1986)-  35 42 46.     (N)    083 31 49.     (W)     SCALED    
 FB2052* NAVD 88     -       443.20   (+/-2cm)    1454.1    (feet)  VERTCON   
 FB2052  ___________________________________________________________________
 FB2052  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FB2052
 FB2052  VERT ORDER  -  ? (See Below)
 FB2052
 FB2052.The horizontal coordinates were scaled from a topographic map and have
 FB2052.an estimated accuracy of +/- 6 seconds.
 FB2052
 FB2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2052.The vertical order pertains to the NGVD 29 superseded value.
 FB2052
 FB2052.The geoid height was determined by GEOID03.
 FB2052
 FB2052;                    North         East    Units  Estimated Accuracy
 FB2052;SPC TN       -   155,870.      823,450.      MT  (+/- 180 meters Scaled)
 FB2052
 FB2052                          SUPERSEDED SURVEY CONTROL
 FB2052
 FB2052  NGVD 29 (??/??/92)  443.301  (m)         1454.40   (f) ADJ UNCH    ?  
 FB2052
 FB2052.Superseded values are not recommended for survey control.
 FB2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2052.See file dsdata.txt to determine how the superseded data were derived.
 FB2052
 FB2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV711550(NAD 83)
 FB2052_MARKER: DB = BENCH MARK DISK
 FB2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2052_STAMPING: L 127 1935
 FB2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2052+STABILITY: SURFACE MOTION
 FB2052
 FB2052  HISTORY     - Date     Condition        Report By
 FB2052  HISTORY     - 1935     MONUMENTED       CGS
 FB2052
 FB2052                          STATION DESCRIPTION
 FB2052
 FB2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2052'1.9 MI SW FROM HATCHERTOWN.
 FB2052'1.9 MILES SOUTHWEST (AIR LINE) FROM HATCHERTOWN, ON THE WEAR
 FB2052'VALLEY ROAD, 300 FEET SOUTHWEST OF THE BRUCE HEADRICK HOUSE, 115
 FB2052'FEET EAST OF THE FRANK HEADRICK BLACKSMITH SHOP, AT THE JUNCTION
 FB2052'OF THE GREENBRIER ROAD, 42.3 FEET SOUTHWEST OF A 10-INCH WHITE-OAK
 FB2052'TREE, OPPOSITE A 10-FOOT ROAD CUT, 18 FEET NORTHEAST OF THE
 FB2052'GREENBRIER ROAD, 15 FEET SOUTHEAST OF THE WEAR VALLEY ROAD, AND
 FB2052'10.1 FEET NORTH OF THE NORTHWEST CORNER OF THE OLD HEADRICK STORE
 FB2052'BUILDING.  A STANDARD DISK, STAMPED L 127 1935 AND SET IN THE
 FB2052'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0776 ***********************************************************************
 GD0776  DESIGNATION -  L 13
 GD0776  PID         -  GD0776
 GD0776  STATE/COUNTY-  TN/OBION
 GD0776  USGS QUAD   -  OBION (1983)
 GD0776
 GD0776                         *CURRENT SURVEY CONTROL
 GD0776  ___________________________________________________________________
 GD0776* NAD 83(1986)-  36 20 10.     (N)    089 14 20.     (W)     SCALED    
 GD0776* NAVD 88     -       140.228  (meters)     460.06   (feet)  ADJUSTED  
 GD0776  ___________________________________________________________________
 GD0776  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0776  DYNAMIC HT  -         140.112 (meters)     459.68  (feet)  COMP
 GD0776  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 GD0776
 GD0776  VERT ORDER  -  SECOND    CLASS 0
 GD0776
 GD0776.The horizontal coordinates were scaled from a topographic map and have
 GD0776.an estimated accuracy of +/- 6 seconds.
 GD0776
 GD0776.The orthometric height was determined by differential leveling
 GD0776.and adjusted by the National Geodetic Survey in June 1991..
 GD0776
 GD0776.The geoid height was determined by GEOID03.
 GD0776
 GD0776.The dynamic height is computed by dividing the NAVD 88
 GD0776.geopotential number by the normal gravity value computed on the
 GD0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0776.degrees latitude (g = 980.6199 gals.).
 GD0776
 GD0776.The modeled gravity was interpolated from observed gravity values.
 GD0776
 GD0776;                    North         East    Units  Estimated Accuracy
 GD0776;SPC TN       -   227,020.      309,270.      MT  (+/- 180 meters Scaled)
 GD0776
 GD0776                          SUPERSEDED SURVEY CONTROL
 GD0776
 GD0776  NGVD 29 (??/??/??)  140.184  (m)          459.92   (f) ADJUSTED    2 0
 GD0776
 GD0776.Superseded values are not recommended for survey control.
 GD0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0776.See file dsdata.txt to determine how the superseded data were derived.
 GD0776
 GD0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF990235(NAD 83)
 GD0776_MARKER: DB = BENCH MARK DISK
 GD0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0776_STAMPING: L 13 1935
 GD0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0776+STABILITY: SURFACE MOTION
 GD0776
 GD0776  HISTORY     - Date     Condition        Report By
 GD0776  HISTORY     - 1935     MONUMENTED       CGS
 GD0776  HISTORY     - 1967     GOOD             CGS
 GD0776  HISTORY     - 20020729 POOR             USACE
 GD0776
 GD0776                          STATION DESCRIPTION
 GD0776
 GD0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0776'3.3 MI E FROM HORNBEAK.
 GD0776'THE MARK IS 3.3 MILES EAST ALONG STATE ROUTE 21 FROM THE MAIN
 GD0776'INTERSECTION IN HORNBEAK, IN THE NORTHEAST CORNER OF THE YARD OF
 GD0776'MR. T. W. JONES.  IT IS 45 FEET SOUTH OF THE APPROXIMATE CENTER
 GD0776'OF STATE ROUTE 21, 36 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GD0776'EAST DRIVE LEADING TO THE JONES HOME, 15 FEET SOUTH OF A
 GD0776'NORTHWEST FENCE CORNER POST, AND 0.5 OF A FOOT NORTH OF A METAL
 GD0776'WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK SET IN
 GD0776'THE TOP OF A 6-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GD0776'DISK IS STAMPED L 13 1935.  NOTE-- THE JONES HOME WAS PREVIOUSLY
 GD0776'THE WAYSIDE SCHOOL.
 GD0776
 GD0776                          STATION RECOVERY (2002)
 GD0776
 GD0776'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0776'SPOKE WITH PROPERTY OWNER WHO STATED DOZER WORK DONE IN AREA TO REMOVE
 GD0776'2-3 FT OF SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2246 ***********************************************************************
 GA2246  DESIGNATION -  L 130
 GA2246  PID         -  GA2246
 GA2246  STATE/COUNTY-  TN/KNOX
 GA2246  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2246
 GA2246                         *CURRENT SURVEY CONTROL
 GA2246  ___________________________________________________________________
 GA2246* NAD 83(1986)-  36 00 27.     (N)    083 52 50.     (W)     SCALED    
 GA2246* NAVD 88     -       283.849  (meters)     931.26   (feet)  ADJUSTED  
 GA2246  ___________________________________________________________________
 GA2246  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2246  DYNAMIC HT  -         283.587 (meters)     930.40  (feet)  COMP
 GA2246  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 GA2246
 GA2246  VERT ORDER  -  FIRST     CLASS I
 GA2246
 GA2246.The horizontal coordinates were scaled from a topographic map and have
 GA2246.an estimated accuracy of +/- 6 seconds.
 GA2246
 GA2246.The orthometric height was determined by differential leveling
 GA2246.and adjusted by the National Geodetic Survey in June 1991..
 GA2246
 GA2246.The geoid height was determined by GEOID03.
 GA2246
 GA2246.The dynamic height is computed by dividing the NAVD 88
 GA2246.geopotential number by the normal gravity value computed on the
 GA2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2246.degrees latitude (g = 980.6199 gals.).
 GA2246
 GA2246.The modeled gravity was interpolated from observed gravity values.
 GA2246
 GA2246;                    North         East    Units  Estimated Accuracy
 GA2246;SPC TN       -   187,820.      791,060.      MT  (+/- 180 meters Scaled)
 GA2246
 GA2246                          SUPERSEDED SURVEY CONTROL
 GA2246
 GA2246  NGVD 29 (??/??/92)  283.983  (m)          931.70   (f) ADJ UNCH    1 1
 GA2246
 GA2246.Superseded values are not recommended for survey control.
 GA2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2246.See file dsdata.txt to determine how the superseded data were derived.
 GA2246
 GA2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV403886(NAD 83)
 GA2246_MARKER: DB = BENCH MARK DISK
 GA2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2246_STAMPING: L 130 1936
 GA2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2246+STABILITY: SURFACE MOTION
 GA2246
 GA2246  HISTORY     - Date     Condition        Report By
 GA2246  HISTORY     - 1936     MONUMENTED       CGS
 GA2246  HISTORY     - 1967     GOOD             NGS
 GA2246  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2246
 GA2246                          STATION DESCRIPTION
 GA2246
 GA2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2246'3.8 MI NE FROM KNOXVILLE.
 GA2246'ABOUT 3.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2246'STATION AT KNOXVILLE, ABOUT 6 RAILS NORTHEAST OF MILEPOST 127,
 GA2246'AT THE NORTHEAST END OF A SHORT LOW CUT, ON PRIVATE PROPERTY,
 GA2246'29 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EASTBOUND TRACK,
 GA2246'3 1/2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 9 FEET
 GA2246'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 GA2246'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GA2246'ABOVE THE LEVEL OF THE GROUND.
 GA2246
 GA2246                          STATION RECOVERY (1982)
 GA2246
 GA2246'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1881 ***********************************************************************
 FB1881  DESIGNATION -  L 130 X
 FB1881  PID         -  FB1881
 FB1881  STATE/COUNTY-  TN/KNOX
 FB1881  USGS QUAD   -  KNOXVILLE (1978)
 FB1881
 FB1881                         *CURRENT SURVEY CONTROL
 FB1881  ___________________________________________________________________
 FB1881* NAD 83(1986)-  35 58 59.     (N)    083 54 49.     (W)     SCALED    
 FB1881* NAVD 88     -       275.130  (meters)     902.66   (feet)  ADJUSTED  
 FB1881  ___________________________________________________________________
 FB1881  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1881  DYNAMIC HT  -         274.877 (meters)     901.83  (feet)  COMP
 FB1881  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 FB1881
 FB1881  VERT ORDER  -  FIRST     CLASS I
 FB1881
 FB1881.The horizontal coordinates were scaled from a topographic map and have
 FB1881.an estimated accuracy of +/- 6 seconds.
 FB1881
 FB1881.The orthometric height was determined by differential leveling
 FB1881.and adjusted by the National Geodetic Survey in June 1991..
 FB1881
 FB1881.The geoid height was determined by GEOID03.
 FB1881
 FB1881.The dynamic height is computed by dividing the NAVD 88
 FB1881.geopotential number by the normal gravity value computed on the
 FB1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1881.degrees latitude (g = 980.6199 gals.).
 FB1881
 FB1881.The modeled gravity was interpolated from observed gravity values.
 FB1881
 FB1881;                    North         East    Units  Estimated Accuracy
 FB1881;SPC TN       -   185,040.      788,130.      MT  (+/- 180 meters Scaled)
 FB1881
 FB1881                          SUPERSEDED SURVEY CONTROL
 FB1881
 FB1881  NGVD 29 (12/12/91)  275.262  (m)          903.09   (f) ADJUSTED    1 1
 FB1881
 FB1881.Superseded values are not recommended for survey control.
 FB1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1881.See file dsdata.txt to determine how the superseded data were derived.
 FB1881
 FB1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV373859(NAD 83)
 FB1881_MARKER: DB = BENCH MARK DISK
 FB1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1881_SP_SET: CULVERT
 FB1881_STAMPING: L 130 X 1936
 FB1881_MARK LOGO: CGS   
 FB1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1881
 FB1881  HISTORY     - Date     Condition        Report By
 FB1881  HISTORY     - 1936     MONUMENTED       CGS
 FB1881  HISTORY     - 1967     GOOD             NGS
 FB1881  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1881  HISTORY     - 1983     GOOD             NGS
 FB1881
 FB1881                          STATION DESCRIPTION
 FB1881
 FB1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1881'AT KNOXVILLE.
 FB1881'AT KNOXVILLE, ABOUT 1.0 MILE NORTHEAST ALONG THE SOUTHERN
 FB1881'RAILWAY FROM THE STATION, ABOUT 0.4 MILE NORTHEAST OF MILEPOST
 FB1881'130, ABOUT 11 RAILS SOUTHWEST OF THE CENTER OF THE CROSSING OF
 FB1881'WASHINGTON AVENUE, SET ON THE TOP OF THE NORTHEAST END OF THE
 FB1881'SOUTHEAST CONCRETE HEAD WALL OF A 20-FOOT ARCHED CULVERT OVER
 FB1881'FIRST CREEK, 5.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 23.6 FEET
 FB1881'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 2 FEET BELOW
 FB1881'THE LEVEL OF THE TRACK.
 FB1881
 FB1881                          STATION RECOVERY (1982)
 FB1881
 FB1881'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1881'MARK NOT FOUND.
 FB1881
 FB1881                          STATION RECOVERY (1983)
 FB1881
 FB1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0438 ***********************************************************************
 FC0438  DESIGNATION -  L 131
 FC0438  PID         -  FC0438
 FC0438  STATE/COUNTY-  TN/BRADLEY
 FC0438  USGS QUAD   -  MC DONALD (1976)
 FC0438
 FC0438                         *CURRENT SURVEY CONTROL
 FC0438  ___________________________________________________________________
 FC0438* NAD 83(1986)-  35 00 50.     (N)    084 56 00.     (W)     SCALED    
 FC0438* NAVD 88     -       257.186  (meters)     843.78   (feet)  ADJUSTED  
 FC0438  ___________________________________________________________________
 FC0438  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0438  DYNAMIC HT  -         256.929 (meters)     842.94  (feet)  COMP
 FC0438  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 FC0438
 FC0438  VERT ORDER  -  FIRST     CLASS I
 FC0438
 FC0438.The horizontal coordinates were scaled from a topographic map and have
 FC0438.an estimated accuracy of +/- 6 seconds.
 FC0438
 FC0438.The orthometric height was determined by differential leveling
 FC0438.and adjusted by the National Geodetic Survey in June 1991..
 FC0438.WARNING-Repeat measurements at this control monument indicate possible
 FC0438.vertical movement.
 FC0438
 FC0438.The geoid height was determined by GEOID03.
 FC0438
 FC0438.The dynamic height is computed by dividing the NAVD 88
 FC0438.geopotential number by the normal gravity value computed on the
 FC0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0438.degrees latitude (g = 980.6199 gals.).
 FC0438
 FC0438.The modeled gravity was interpolated from observed gravity values.
 FC0438
 FC0438;                    North         East    Units  Estimated Accuracy
 FC0438;SPC TN       -    76,040.      697,360.      MT  (+/- 180 meters Scaled)
 FC0438
 FC0438                          SUPERSEDED SURVEY CONTROL
 FC0438
 FC0438  NGVD 29 (??/??/92)  257.173  (m)          843.74   (f) ADJ UNCH    1 1
 FC0438
 FC0438.Superseded values are not recommended for survey control.
 FC0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0438.See file dsdata.txt to determine how the superseded data were derived.
 FC0438
 FC0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD885765(NAD 83)
 FC0438_MARKER: DB = BENCH MARK DISK
 FC0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0438_STAMPING: L 131 1936
 FC0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0438+STABILITY: SURFACE MOTION
 FC0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0438+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 FC0438
 FC0438  HISTORY     - Date     Condition        Report By
 FC0438  HISTORY     - 1936     MONUMENTED       CGS
 FC0438  HISTORY     - 1968     GOOD             NGS
 FC0438  HISTORY     - 20040128 GOOD             BAKER
 FC0438
 FC0438                          STATION DESCRIPTION
 FC0438
 FC0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0438'10.4 MI SW FROM CLEVELAND.
 FC0438'ABOUT 10.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0438'STATION AT CLEVELAND, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 10,
 FC0438'IN THE EDGE OF A SMALL CULTIVATED FIELD, 132 FEET SOUTH OF THE
 FC0438'CENTER OF THE CROSSING OF A BLACKTOP ROAD, 105 FEET SOUTHWEST
 FC0438'OF THE CENTER LINE OF THE ROAD, 32.4 FEET SOUTHEAST OF THE
 FC0438'SOUTHEAST RAIL, 11 FEET SOUTHWEST OF A POWER POLE WITH THREE
 FC0438'GUY WIRES, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 FC0438'CONCRETE POST PROJECTING 9 INCHES ABOVE THE LEVEL OF THE GROUND.
 FC0438'NOTE-- POST CHIPPED, APPARENTLY HIT BY FARM MACHINERY.
 FC0438
 FC0438                          STATION RECOVERY (2004)
 FC0438
 FC0438'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RGH)
 FC0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2252 ***********************************************************************
 GA2252  DESIGNATION -  L 132
 GA2252  PID         -  GA2252
 GA2252  STATE/COUNTY-  TN/CLAIBORNE
 GA2252  USGS QUAD   -  CLOUDS (1952)
 GA2252
 GA2252                         *CURRENT SURVEY CONTROL
 GA2252  ___________________________________________________________________
 GA2252* NAD 83(1986)-  36 22 43.     (N)    083 37 34.     (W)     SCALED    
 GA2252* NAVD 88     -       399.707  (meters)    1311.37   (feet)  ADJUSTED  
 GA2252  ___________________________________________________________________
 GA2252  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2252  DYNAMIC HT  -         399.348 (meters)    1310.19  (feet)  COMP
 GA2252  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 GA2252
 GA2252  VERT ORDER  -  SECOND    CLASS 0
 GA2252
 GA2252.The horizontal coordinates were scaled from a topographic map and have
 GA2252.an estimated accuracy of +/- 6 seconds.
 GA2252
 GA2252.The orthometric height was determined by differential leveling
 GA2252.and adjusted by the National Geodetic Survey in June 1991..
 GA2252
 GA2252.The geoid height was determined by GEOID03.
 GA2252
 GA2252.The dynamic height is computed by dividing the NAVD 88
 GA2252.geopotential number by the normal gravity value computed on the
 GA2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2252.degrees latitude (g = 980.6199 gals.).
 GA2252
 GA2252.The modeled gravity was interpolated from observed gravity values.
 GA2252
 GA2252;                    North         East    Units  Estimated Accuracy
 GA2252;SPC TN       -   229,510.      812,990.      MT  (+/- 180 meters Scaled)
 GA2252
 GA2252                          SUPERSEDED SURVEY CONTROL
 GA2252
 GA2252  NGVD 29 (??/??/92)  399.789  (m)         1311.64   (f) ADJ UNCH    2 0
 GA2252
 GA2252.Superseded values are not recommended for survey control.
 GA2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2252.See file dsdata.txt to determine how the superseded data were derived.
 GA2252
 GA2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA644291(NAD 83)
 GA2252_MARKER: DB = BENCH MARK DISK
 GA2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2252_STAMPING: L 132 1936
 GA2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2252+STABILITY: SURFACE MOTION
 GA2252
 GA2252  HISTORY     - Date     Condition        Report By
 GA2252  HISTORY     - 1936     MONUMENTED       CGS
 GA2252  HISTORY     - 1950     GOOD             NGS
 GA2252
 GA2252                          STATION DESCRIPTION
 GA2252
 GA2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2252'3 MI W FROM LONE MOUNTAIN.
 GA2252'3.0 MILES WEST ALONG LONE MOUNTAIN PIKE FROM THE SOUTHERN
 GA2252'RAILWAY STATION AT LONE MOUNTAIN, CLAIBORNE COUNTY, 0.5 MILE
 GA2252'WEST OF A ROAD JUNCTION, 500 FEET SOUTH OF A HOUSE AT THE TOP
 GA2252'OF A RIDGE, AT THE BOTTOM OF A STEEP INCLINE, 300 FEET NORTHEAST
 GA2252'OF A POND, 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 60
 GA2252'FEET EAST OF A GATE, AT A FENCE CORNER ON POINT OF SMALL
 GA2252'RIDGE AND FLUSH WITH GROUND.  A STANDARD DISK, STAMPED L 132
 GA2252'1936 AND SET IN THE TOP OF A CONCRETE POST.  STEEL POST
 GA2252'WITH CONTROL-MARKER SIGN SET 1.5 FEET SOUTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1693 ***********************************************************************
 FE1693  DESIGNATION -  L 134
 FE1693  PID         -  FE1693
 FE1693  STATE/COUNTY-  TN/LAUDERDALE
 FE1693  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1693
 FE1693                         *CURRENT SURVEY CONTROL
 FE1693  ___________________________________________________________________
 FE1693* NAD 83(1986)-  35 46 45.     (N)    089 30 07.     (W)     SCALED    
 FE1693* NAVD 88     -       108.201  (meters)     354.99   (feet)  ADJUSTED  
 FE1693  ___________________________________________________________________
 FE1693  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE1693  DYNAMIC HT  -         108.108 (meters)     354.68  (feet)  COMP
 FE1693  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 FE1693
 FE1693  VERT ORDER  -  SECOND    CLASS 0
 FE1693
 FE1693.The horizontal coordinates were scaled from a topographic map and have
 FE1693.an estimated accuracy of +/- 6 seconds.
 FE1693
 FE1693.The orthometric height was determined by differential leveling
 FE1693.and adjusted by the National Geodetic Survey in June 1991..
 FE1693
 FE1693.The geoid height was determined by GEOID03.
 FE1693
 FE1693.The dynamic height is computed by dividing the NAVD 88
 FE1693.geopotential number by the normal gravity value computed on the
 FE1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1693.degrees latitude (g = 980.6199 gals.).
 FE1693
 FE1693.The modeled gravity was interpolated from observed gravity values.
 FE1693
 FE1693;                    North         East    Units  Estimated Accuracy
 FE1693;SPC TN       -   166,080.      283,460.      MT  (+/- 180 meters Scaled)
 FE1693
 FE1693                          SUPERSEDED SURVEY CONTROL
 FE1693
 FE1693  NGVD 29 (??/??/??)  108.182  (m)          354.93   (f) ADJUSTED    2 0
 FE1693
 FE1693.Superseded values are not recommended for survey control.
 FE1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1693.See file dsdata.txt to determine how the superseded data were derived.
 FE1693
 FE1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE738623(NAD 83)
 FE1693_MARKER: DB = BENCH MARK DISK
 FE1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1693_SP_SET: OVERPASS
 FE1693_STAMPING: L 134 1957
 FE1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1693
 FE1693  HISTORY     - Date     Condition        Report By
 FE1693  HISTORY     - 1957     MONUMENTED       CGS
 FE1693
 FE1693                          STATION DESCRIPTION
 FE1693
 FE1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1693'2.6 MI NE FROM RIPLEY.
 FE1693'ABOUT 2.6 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1693'FROM THE STATION AT RIPLEY, ABOUT 5 RAILS SOUTH OF MILE POST
 FE1693'335, 186 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTH BOUND
 FE1693'TRACK, 199 FEET SOUTHEAST OF SIGNAL NO. J 335, IN THE TOP OF THE
 FE1693'CENTER OF BOTTOM STEP OF THE NORTHEAST WING WALL OF OVERPASS
 FE1693'NO. J 335-1 OVER AN OLD ROAD ON THE NORTH BOUND TRACK, ABOUT
 FE1693'15 FEET BELOW LEVEL OF NORTH BOUND TRACK AND ABOUT 3 FEET ABOVE
 FE1693'LEVEL OF SOUTH BOUND TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0813 ***********************************************************************
 GD0813  DESIGNATION -  L 135
 GD0813  PID         -  GD0813
 GD0813  STATE/COUNTY-  TN/DYER
 GD0813  USGS QUAD   -  DYERSBURG (1983)
 GD0813
 GD0813                         *CURRENT SURVEY CONTROL
 GD0813  ___________________________________________________________________
 GD0813* NAD 83(1986)-  36 02 12.     (N)    089 23 34.     (W)     SCALED    
 GD0813* NAVD 88     -        93.276  (meters)     306.02   (feet)  ADJUSTED  
 GD0813  ___________________________________________________________________
 GD0813  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0813  DYNAMIC HT  -          93.197 (meters)     305.76  (feet)  COMP
 GD0813  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GD0813
 GD0813  VERT ORDER  -  FIRST     CLASS I
 GD0813
 GD0813.The horizontal coordinates were scaled from a topographic map and have
 GD0813.an estimated accuracy of +/- 6 seconds.
 GD0813
 GD0813.The orthometric height was determined by differential leveling
 GD0813.and adjusted by the National Geodetic Survey in June 1991..
 GD0813
 GD0813.The geoid height was determined by GEOID03.
 GD0813
 GD0813.The dynamic height is computed by dividing the NAVD 88
 GD0813.geopotential number by the normal gravity value computed on the
 GD0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0813.degrees latitude (g = 980.6199 gals.).
 GD0813
 GD0813.The modeled gravity was interpolated from observed gravity values.
 GD0813
 GD0813;                    North         East    Units  Estimated Accuracy
 GD0813;SPC TN       -   194,280.      294,310.      MT  (+/- 180 meters Scaled)
 GD0813
 GD0813                          SUPERSEDED SURVEY CONTROL
 GD0813
 GD0813  NGVD 29 (??/??/??)   93.204  (m)          305.79   (f) ADJUSTED    1 1
 GD0813
 GD0813.Superseded values are not recommended for survey control.
 GD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0813.See file dsdata.txt to determine how the superseded data were derived.
 GD0813
 GD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE844906(NAD 83)
 GD0813_MARKER: DB = BENCH MARK DISK
 GD0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0813_SP_SET: BUILDING
 GD0813_STAMPING: L 135 1957
 GD0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0813
 GD0813  HISTORY     - Date     Condition        Report By
 GD0813  HISTORY     - 1957     MONUMENTED       CGS
 GD0813  HISTORY     - 1974     GOOD             NGS
 GD0813  HISTORY     - 20020730 POOR             USACE
 GD0813
 GD0813                          STATION DESCRIPTION
 GD0813
 GD0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0813'IN DYERSBURG.
 GD0813'AT DYERSBURG, 0.15 MILE NORTH ALONG NORTH MILL STREET FROM THE
 GD0813'COURTHOUSE, THENCE 0.50 MILE WEST AND NORTH ALONG STATE HIGHWAY 78,
 GD0813'SET VERTICALLY IN THE NORTH FACE OF THE BRICK PART OF A GARAGE. INSIDE
 GD0813'THE NEW PART OF THE GARAGE OF THE MOORE MOTOR SALES BUILDING (OLDS
 GD0813'GARAGE), 126.7 FEET EAST OF CENTER LINE OF HIGHWAY 78, 65.5 FEET EAST
 GD0813'OF THE WEST ENTRANCE TO GARAGE, 35.8 FEET WEST OF THE EAST ENTRANCE TO
 GD0813'GARAGE, 4.3 FEET ABOVE GARAGE FLOOR.
 GD0813
 GD0813                          STATION RECOVERY (2002)
 GD0813
 GD0813'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0813'MARK DESTROYED BECAUSE MOTOT COMPANY BUILDING TORN DOWN AND
 GD0813'CONVENIENCE STORE OCCUPIES SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0834 ***********************************************************************
 FC0834  DESIGNATION -  L 15
 FC0834  PID         -  FC0834
 FC0834  STATE/COUNTY-  TN/MEIGS
 FC0834  USGS QUAD   -  DECATUR (1973)
 FC0834
 FC0834                         *CURRENT SURVEY CONTROL
 FC0834  ___________________________________________________________________
 FC0834* NAD 83(1986)-  35 30 52.     (N)    084 47 14.     (W)     SCALED    
 FC0834* NAVD 88     -       231.586  (meters)     759.80   (feet)  ADJUSTED  
 FC0834  ___________________________________________________________________
 FC0834  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0834  DYNAMIC HT  -         231.363 (meters)     759.06  (feet)  COMP
 FC0834  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 FC0834
 FC0834  VERT ORDER  -  SECOND    CLASS 0
 FC0834
 FC0834.The horizontal coordinates were scaled from a topographic map and have
 FC0834.an estimated accuracy of +/- 6 seconds.
 FC0834
 FC0834.The orthometric height was determined by differential leveling
 FC0834.and adjusted by the National Geodetic Survey in June 1991..
 FC0834
 FC0834.The geoid height was determined by GEOID03.
 FC0834
 FC0834.The dynamic height is computed by dividing the NAVD 88
 FC0834.geopotential number by the normal gravity value computed on the
 FC0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0834.degrees latitude (g = 980.6199 gals.).
 FC0834
 FC0834.The modeled gravity was interpolated from observed gravity values.
 FC0834
 FC0834;                    North         East    Units  Estimated Accuracy
 FC0834;SPC TN       -   131,730.      710,010.      MT  (+/- 180 meters Scaled)
 FC0834
 FC0834                          SUPERSEDED SURVEY CONTROL
 FC0834
 FC0834  NGVD 29 (??/??/92)  231.657  (m)          760.03   (f) ADJ UNCH    2 0
 FC0834
 FC0834.Superseded values are not recommended for survey control.
 FC0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0834.See file dsdata.txt to determine how the superseded data were derived.
 FC0834
 FC0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE006323(NAD 83)
 FC0834_MARKER: DB = BENCH MARK DISK
 FC0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0834_SP_SET: CULVERT
 FC0834_STAMPING: L 15 1933
 FC0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0834+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 FC0834
 FC0834  HISTORY     - Date     Condition        Report By
 FC0834  HISTORY     - 1933     MONUMENTED       CGS
 FC0834  HISTORY     - 1949     GOOD             NGS
 FC0834  HISTORY     - 20040607 GOOD             INDIV
 FC0834
 FC0834                          STATION DESCRIPTION
 FC0834
 FC0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0834'0.2 MI E FROM DECATUR.
 FC0834'0.2 MILE EAST ALONG STATE HIGHWAY 30 FROM THE COUNTY COURTHOUSE
 FC0834'AT DECATUR, MEIGS COUNTY, AND IN THE TOP OF THE EAST END OF THE
 FC0834'SOUTH HEADWALL OF A SMALL CONCRETE CULVERT.  A STANDARD DISK,
 FC0834'STAMPED L 15 1933.
 FC0834
 FC0834                          STATION RECOVERY (2004)
 FC0834
 FC0834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEL)
 FC0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1784 ***********************************************************************
 FE1784  DESIGNATION -  L 151 RESET
 FE1784  PID         -  FE1784
 FE1784  STATE/COUNTY-  TN/LAUDERDALE
 FE1784  USGS QUAD   -  GOLDDUST (1983)
 FE1784
 FE1784                         *CURRENT SURVEY CONTROL
 FE1784  ___________________________________________________________________
 FE1784* NAD 83(1986)-  35 44 20.     (N)    089 50 18.     (W)     SCALED    
 FE1784* NAVD 88     -        77.08   (+/-2cm)     252.9    (feet)  VERTCON   
 FE1784  ___________________________________________________________________
 FE1784  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FE1784
 FE1784  VERT ORDER  -  ? (See Below)
 FE1784
 FE1784.The horizontal coordinates were scaled from a topographic map and have
 FE1784.an estimated accuracy of +/- 6 seconds.
 FE1784
 FE1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1784.The vertical order pertains to the NGVD 29 superseded value.
 FE1784
 FE1784.The geoid height was determined by GEOID03.
 FE1784
 FE1784;                    North         East    Units  Estimated Accuracy
 FE1784;SPC TN       -   162,750.      252,890.      MT  (+/- 180 meters Scaled)
 FE1784
 FE1784                          SUPERSEDED SURVEY CONTROL
 FE1784
 FE1784  NGVD 29 (??/??/??)   77.048  (m)          252.78   (f) ADJUSTED    ?  
 FE1784
 FE1784.Superseded values are not recommended for survey control.
 FE1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1784.See file dsdata.txt to determine how the superseded data were derived.
 FE1784
 FE1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE433587(NAD 83)
 FE1784_MARKER: DD = SURVEY DISK
 FE1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1784_STAMPING: L 151 1943 RESET 1957
 FE1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1784+STABILITY: SURFACE MOTION
 FE1784
 FE1784  HISTORY     - Date     Condition        Report By
 FE1784  HISTORY     - 1957     MONUMENTED       DOD
 FE1784
 FE1784                          STATION DESCRIPTION
 FE1784
 FE1784'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 FE1784'AT GOLDDUST.
 FE1784'AT GOLDDUST, AT STATION 103+75 ON THE KEYES POINT REVETMENT
 FE1784'BASE LINE, 450 FEET FROM THE TOP BANK OF THE MISSISSIPPI RIVER,
 FE1784'120 FEET SOUTH OF A RED FARMHOUSE, 100 FEET NORTH OF AN UNPAINTED
 FE1784'FARMHOUSE, 94 FEET DOWNSTREAM FROM A 28-INCH WALNUT TREE, 30
 FE1784'FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 4 FEET SOUTH OF A
 FE1784'WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FE1784'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0473 ***********************************************************************
 FE0473  DESIGNATION -  L 154
 FE0473  PID         -  FE0473
 FE0473  STATE/COUNTY-  TN/MCNAIRY
 FE0473  USGS QUAD   -  CHEWALLA (1983)
 FE0473
 FE0473                         *CURRENT SURVEY CONTROL
 FE0473  ___________________________________________________________________
 FE0473* NAD 83(1986)-  35 02 28.     (N)    088 44 26.     (W)     SCALED    
 FE0473* NAVD 88     -       118.554  (meters)     388.96   (feet)  ADJUSTED  
 FE0473  ___________________________________________________________________
 FE0473  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0473  DYNAMIC HT  -         118.441 (meters)     388.59  (feet)  COMP
 FE0473  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 FE0473
 FE0473  VERT ORDER  -  FIRST     CLASS II
 FE0473
 FE0473.The horizontal coordinates were scaled from a topographic map and have
 FE0473.an estimated accuracy of +/- 6 seconds.
 FE0473
 FE0473.The orthometric height was determined by differential leveling
 FE0473.and adjusted by the National Geodetic Survey in June 1991..
 FE0473
 FE0473.The geoid height was determined by GEOID03.
 FE0473
 FE0473.The dynamic height is computed by dividing the NAVD 88
 FE0473.geopotential number by the normal gravity value computed on the
 FE0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0473.degrees latitude (g = 980.6199 gals.).
 FE0473
 FE0473.The modeled gravity was interpolated from observed gravity values.
 FE0473
 FE0473;                    North         East    Units  Estimated Accuracy
 FE0473;SPC TN       -    82,030.      349,970.      MT  (+/- 180 meters Scaled)
 FE0473
 FE0473                          SUPERSEDED SURVEY CONTROL
 FE0473
 FE0473  NGVD 29 (??/??/??)  118.536  (m)          388.90   (f) ADJUSTED    1 2
 FE0473
 FE0473.Superseded values are not recommended for survey control.
 FE0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0473.See file dsdata.txt to determine how the superseded data were derived.
 FE0473
 FE0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD412789(NAD 83)
 FE0473_MARKER: DB = BENCH MARK DISK
 FE0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0473_SP_SET: CONCRETE BASE
 FE0473_STAMPING: L 154 1944
 FE0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0473
 FE0473  HISTORY     - Date     Condition        Report By
 FE0473  HISTORY     - 1944     MONUMENTED       CGS
 FE0473
 FE0473                          STATION DESCRIPTION
 FE0473
 FE0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0473'3.8 MI E FROM POCAHONTAS.
 FE0473'IN MCNAIRY  COUNTY, 3.8 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE0473'FROM THE STATION AT POCAHONTAS, HARDEMAN COUNTY, AT BLOCK SIGNAL
 FE0473'4737 A, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE,
 FE0473'9.4 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT LEVEL
 FE0473'WITH THE TRACK.  A STANDARD DISK, STAMPED L 154 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0923 ***********************************************************************
 GD0923  DESIGNATION -  L 154
 GD0923  PID         -  GD0923
 GD0923  STATE/COUNTY-  TN/DYER
 GD0923  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0923
 GD0923                         *CURRENT SURVEY CONTROL
 GD0923  ___________________________________________________________________
 GD0923* NAD 83(1986)-  36 03 44.     (N)    089 30 08.     (W)     SCALED    
 GD0923* NAVD 88     -        84.278  (meters)     276.50   (feet)  ADJUSTED  
 GD0923  ___________________________________________________________________
 GD0923  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0923  DYNAMIC HT  -          84.207 (meters)     276.27  (feet)  COMP
 GD0923  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 GD0923
 GD0923  VERT ORDER  -  SECOND    CLASS 0
 GD0923
 GD0923.The horizontal coordinates were scaled from a topographic map and have
 GD0923.an estimated accuracy of +/- 6 seconds.
 GD0923
 GD0923.The orthometric height was determined by differential leveling
 GD0923.and adjusted by the National Geodetic Survey in June 1991..
 GD0923
 GD0923.The geoid height was determined by GEOID03.
 GD0923
 GD0923.The dynamic height is computed by dividing the NAVD 88
 GD0923.geopotential number by the normal gravity value computed on the
 GD0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0923.degrees latitude (g = 980.6199 gals.).
 GD0923
 GD0923.The modeled gravity was interpolated from observed gravity values.
 GD0923
 GD0923;                    North         East    Units  Estimated Accuracy
 GD0923;SPC TN       -   197,460.      284,560.      MT  (+/- 180 meters Scaled)
 GD0923
 GD0923                          SUPERSEDED SURVEY CONTROL
 GD0923
 GD0923  NGVD 29 (??/??/??)   84.201  (m)          276.25   (f) ADJUSTED    2 0
 GD0923
 GD0923.Superseded values are not recommended for survey control.
 GD0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0923.See file dsdata.txt to determine how the superseded data were derived.
 GD0923
 GD0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE746937(NAD 83)
 GD0923_MARKER: DB = BENCH MARK DISK
 GD0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0923_STAMPING: L 154 1943
 GD0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0923+STABILITY: SURFACE MOTION
 GD0923
 GD0923  HISTORY     - Date     Condition        Report By
 GD0923  HISTORY     - 1943     MONUMENTED       CGS
 GD0923  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0923
 GD0923                          STATION DESCRIPTION
 GD0923
 GD0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0923'1.9 MI S FROM LENOX.
 GD0923'1.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 GD0923'CROSSING OF A GRAVEL ROAD AT LENOX, 2.3 MILES NORTHWEST OF THE
 GD0923'STATION AT FINLEY, 200 FEET WEST OF A NORTH-AND-SOUTH GRAVEL
 GD0923'ROAD, AT A ROAD CROSSING, 23 FEET EAST OF THE CENTERLINE OF THE
 GD0923'TRACK, 11 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 32 FEET
 GD0923'SOUTH OF A TELEPHONE POLE AT THE POINT WHERE AN EAST-AND-WEST
 GD0923'LINE OF POLES CROSSES THE NORTH-AND-SOUTH LINE, AT THE EDGE OF
 GD0923'THICK UNDERBRUSH, IN LINE WITH THE NORTH-AND-SOUTH TELEPHONE
 GD0923'LINE, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 GD0923'STANDARD DISK, STAMPED L 154 1943 AND SET IN THE TOP OF A
 GD0923'CONCRETE POST.
 GD0923
 GD0923                          STATION RECOVERY (2002)
 GD0923
 GD0923'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1144 ***********************************************************************
 FE1144  DESIGNATION -  L 157
 FE1144  PID         -  FE1144
 FE1144  STATE/COUNTY-  TN/FAYETTE
 FE1144  USGS QUAD   -  ROSSVILLE (1981)
 FE1144
 FE1144                         *CURRENT SURVEY CONTROL
 FE1144  ___________________________________________________________________
 FE1144* NAD 83(1986)-  35 02 42.     (N)    089 37 16.     (W)     SCALED    
 FE1144* NAVD 88     -       110.613  (meters)     362.90   (feet)  ADJUSTED  
 FE1144  ___________________________________________________________________
 FE1144  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1144  DYNAMIC HT  -         110.509 (meters)     362.56  (feet)  COMP
 FE1144  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 FE1144
 FE1144  VERT ORDER  -  FIRST     CLASS II
 FE1144
 FE1144.The horizontal coordinates were scaled from a topographic map and have
 FE1144.an estimated accuracy of +/- 6 seconds.
 FE1144
 FE1144.The orthometric height was determined by differential leveling
 FE1144.and adjusted by the National Geodetic Survey in June 1991..
 FE1144
 FE1144.The geoid height was determined by GEOID03.
 FE1144
 FE1144.The dynamic height is computed by dividing the NAVD 88
 FE1144.geopotential number by the normal gravity value computed on the
 FE1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1144.degrees latitude (g = 980.6199 gals.).
 FE1144
 FE1144.The modeled gravity was interpolated from observed gravity values.
 FE1144
 FE1144;                    North         East    Units  Estimated Accuracy
 FE1144;SPC TN       -    85,070.      269,680.      MT  (+/- 180 meters Scaled)
 FE1144
 FE1144                          SUPERSEDED SURVEY CONTROL
 FE1144
 FE1144  NGVD 29 (??/??/??)  110.557  (m)          362.72   (f) ADJUSTED    1 2
 FE1144
 FE1144.Superseded values are not recommended for survey control.
 FE1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1144.See file dsdata.txt to determine how the superseded data were derived.
 FE1144
 FE1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD609811(NAD 83)
 FE1144_MARKER: DB = BENCH MARK DISK
 FE1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1144_STAMPING: L 157 1944
 FE1144_MARK LOGO: CGS   
 FE1144_PROJECTION: FLUSH
 FE1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1144+STABILITY: SURFACE MOTION
 FE1144
 FE1144  HISTORY     - Date     Condition        Report By
 FE1144  HISTORY     - 1944     MONUMENTED       CGS
 FE1144  HISTORY     - 1965     GOOD             CGS
 FE1144  HISTORY     - 1983     GOOD             NGS
 FE1144  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE1144
 FE1144                          STATION DESCRIPTION
 FE1144
 FE1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1144'4.4 MI W FROM ROSSVILLE.
 FE1144'ABOUT 4.4 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FE1144'AT ROSSVILLE, FAYETTE COUNTY, ABOUT 0.4 MILE WEST OF STATE
 FE1144'HIGHWAY 57 OVERPASS, AT A ROAD CROSSING, 57 FEET WEST OF THE
 FE1144'CENTERLINE OF THE ROAD, 28.5 FEET NORTH OF THE CENTERLINE OF THE
 FE1144'TRACK, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3
 FE1144'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED L 157 1944
 FE1144'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 FE1144'ABOVE THE GROUND.  NOTE-- IT IS NOW LOCATED IN THE DRIVING LANE
 FE1144'OF A DIRT ROAD AND VEHICLES PASS OVER IT.
 FE1144
 FE1144                          STATION RECOVERY (1983)
 FE1144
 FE1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1144'RECOVERED IN GOOD CONDITION.  NOTE, ADD 15.7 METERS (51.6 FT)
 FE1144'NORTHEAST OF THE NORTHEAST CORNER OF A RAILROAD SWITCH BOX,
 FE1144'12.7 METERS (41.7 FT) EAST-NORTHEAST OF A RAILROAD SIGNAL BASE, AND
 FE1144'0.61 METERS (2.0 FT) NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD.
 FE1144'THE MARK IS 1.6 METERS  S FROM A WITNESS POST.
 FE1144'THE MARK IS 0.61 M ABOVE RAILROAD TRACKS.
 FE1144
 FE1144                          STATION RECOVERY (2002)
 FE1144
 FE1144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1144'ROAD HAS BEEN GRADED AND GRAVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1988 ***********************************************************************
 GA1988  DESIGNATION -  L 157
 GA1988  PID         -  GA1988
 GA1988  STATE/COUNTY-  TN/JEFFERSON
 GA1988  USGS QUAD   -  WHITE PINE (1961)
 GA1988
 GA1988                         *CURRENT SURVEY CONTROL
 GA1988  ___________________________________________________________________
 GA1988* NAD 83(1986)-  36 05 49.     (N)    083 17 33.     (W)     SCALED    
 GA1988* NAVD 88     -       346.16   (+/-2cm)    1135.7    (feet)  VERTCON   
 GA1988  ___________________________________________________________________
 GA1988  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1988
 GA1988  VERT ORDER  -  ? (See Below)
 GA1988
 GA1988.The horizontal coordinates were scaled from a topographic map and have
 GA1988.an estimated accuracy of +/- 6 seconds.
 GA1988
 GA1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1988.The vertical order pertains to the NGVD 29 superseded value.
 GA1988
 GA1988.The geoid height was determined by GEOID03.
 GA1988
 GA1988;                    North         East    Units  Estimated Accuracy
 GA1988;SPC TN       -   199,040.      843,780.      MT  (+/- 180 meters Scaled)
 GA1988
 GA1988                          SUPERSEDED SURVEY CONTROL
 GA1988
 GA1988  NGVD 29 (??/??/92)  346.310  (m)         1136.19   (f) ADJ UNCH    ?  
 GA1988
 GA1988.Superseded values are not recommended for survey control.
 GA1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1988.See file dsdata.txt to determine how the superseded data were derived.
 GA1988
 GA1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV936971(NAD 83)
 GA1988_MARKER: DD = SURVEY DISK
 GA1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1988+STABILITY: SURFACE MOTION
 GA1988
 GA1988  HISTORY     - Date     Condition        Report By
 GA1988  HISTORY     - UNK      MONUMENTED       TVA
 GA1988  HISTORY     - 1937     GOOD             TVA
 GA1988
 GA1988                          STATION DESCRIPTION
 GA1988
 GA1988'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1988'1 MI SW FROM WHITE PINE.
 GA1988'1.0 MILE SOUTHWEST ALONG THE NINA COUNTY ROAD (DANDRIDGE PIKE)
 GA1988'FROM THE INTERSECTION OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON
 GA1988'COUNTY, AT THE INTERSECTION OF THE MT. CHUCKY-MOSSY CREEK COUNTY
 GA1988'ROAD, ON THE ROSS NICHOLS PROPERTY, IN AN OAK GROVE IN THE SOUTHEAST
 GA1988'CORNER OF THE INTERSECTION, 500 FEET NORTH OF A TWO-STORY FARMHOUSE,
 GA1988'450 FEET WEST OF A LARGE BARN, 150 FEET EAST OF A LONE
 GA1988'12-INCH HOLLY TREE AT THE NORTHWEST CORNER OF THE ROAD INTERSECTION,
 GA1988'150 FEET SOUTHWEST OF A ONE-AND-ONE-HALF STORY FARMHOUSE IN A
 GA1988'MAPLE GROVE, 130 FEET SOUTHEAST OF THE CROSS ROADS, 90 FEET SOUTH
 GA1988'OF A GUY POLE, 60 FEET EAST OF AN OLD WELL, 40.6 FEET SOUTHEAST OF
 GA1988'A 5-INCH WALNUT TREE, 34.8 FEET NORTHEAST OF AN 8-INCH SYCAMORE
 GA1988'TREE, AND 28 FEET NORTHWEST OF AN 18-INCH FORKED TREE.  A TENNESSEE
 GA1988'VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0527 ***********************************************************************
 FE0527  DESIGNATION -  L 158
 FE0527  PID         -  FE0527
 FE0527  STATE/COUNTY-  TN/MCNAIRY
 FE0527  USGS QUAD   -  PURDY (1984)
 FE0527
 FE0527                         *CURRENT SURVEY CONTROL
 FE0527  ___________________________________________________________________
 FE0527* NAD 83(1986)-  35 13 23.     (N)    088 36 03.     (W)     SCALED    
 FE0527* NAVD 88     -       137.193  (meters)     450.11   (feet)  ADJUSTED  
 FE0527  ___________________________________________________________________
 FE0527  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 FE0527  DYNAMIC HT  -         137.066 (meters)     449.69  (feet)  COMP
 FE0527  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FE0527
 FE0527  VERT ORDER  -  FIRST     CLASS II
 FE0527
 FE0527.The horizontal coordinates were scaled from a topographic map and have
 FE0527.an estimated accuracy of +/- 6 seconds.
 FE0527
 FE0527.The orthometric height was determined by differential leveling
 FE0527.and adjusted by the National Geodetic Survey in June 1991..
 FE0527
 FE0527.The geoid height was determined by GEOID03.
 FE0527
 FE0527.The dynamic height is computed by dividing the NAVD 88
 FE0527.geopotential number by the normal gravity value computed on the
 FE0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0527.degrees latitude (g = 980.6199 gals.).
 FE0527
 FE0527.The modeled gravity was interpolated from observed gravity values.
 FE0527
 FE0527;                    North         East    Units  Estimated Accuracy
 FE0527;SPC TN       -   101,860.      363,250.      MT  (+/- 180 meters Scaled)
 FE0527
 FE0527                          SUPERSEDED SURVEY CONTROL
 FE0527
 FE0527  NGVD 29 (??/??/??)  137.193  (m)          450.11   (f) ADJUSTED    1 2
 FE0527
 FE0527.Superseded values are not recommended for survey control.
 FE0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0527.See file dsdata.txt to determine how the superseded data were derived.
 FE0527
 FE0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD543989(NAD 83)
 FE0527_MARKER: DB = BENCH MARK DISK
 FE0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0527_STAMPING: L 158 1944
 FE0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0527+STABILITY: SURFACE MOTION
 FE0527
 FE0527  HISTORY     - Date     Condition        Report By
 FE0527  HISTORY     - 1944     MONUMENTED       CGS
 FE0527  HISTORY     - 1948     GOOD             CGS
 FE0527  HISTORY     - 19880408 GOOD             USPSQD
 FE0527
 FE0527                          STATION DESCRIPTION
 FE0527
 FE0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0527'0.8 MI S FROM BETHEL SPRINGS.
 FE0527'ABOUT 0.8 MILE SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 FE0527'FROM THE STATION AT BETHEL SPRINGS, ABOUT 0.15 MILE SOUTH OF
 FE0527'A SIGN BETHEL SPRINGS CORPORATION LIMITS, 118 YARDS NORTH OF
 FE0527'BLOCK SIGNAL NO. 351/8, 93 YARDS NORTH OF THE SOUTH END OF THE
 FE0527'BETHEL SPRINGS SIDING, 142.3 FEET SOUTHEAST OF MILE POST 352, AT
 FE0527'A FIELD ROAD CROSSING, 45 FEET EAST OF THE EAST RAIL OF THE MAIN
 FE0527'TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 7 FEET SOUTH OF
 FE0527'THE SOUTH POST OF A GATE, 28.5 FEET EAST OF A TELEPHONE POLE, 2
 FE0527'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 FE0527'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FE0527'INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET NORTH OF MARKER.
 FE0527
 FE0527                          STATION RECOVERY (1988)
 FE0527
 FE0527'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVH)
 FE0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0488 ***********************************************************************
 FE0488  DESIGNATION -  L 159
 FE0488  PID         -  FE0488
 FE0488  STATE/COUNTY-  TN/CHESTER
 FE0488  USGS QUAD   -  HENDERSON (1983)
 FE0488
 FE0488                         *CURRENT SURVEY CONTROL
 FE0488  ___________________________________________________________________
 FE0488* NAD 83(1986)-  35 28 32.     (N)    088 41 20.     (W)     SCALED    
 FE0488* NAVD 88     -       116.740  (meters)     383.00   (feet)  ADJUSTED  
 FE0488  ___________________________________________________________________
 FE0488  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0488  DYNAMIC HT  -         116.634 (meters)     382.66  (feet)  COMP
 FE0488  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 FE0488
 FE0488  VERT ORDER  -  FIRST     CLASS II
 FE0488
 FE0488.The horizontal coordinates were scaled from a topographic map and have
 FE0488.an estimated accuracy of +/- 6 seconds.
 FE0488
 FE0488.The orthometric height was determined by differential leveling
 FE0488.and adjusted by the National Geodetic Survey in June 1991..
 FE0488
 FE0488.The geoid height was determined by GEOID03.
 FE0488
 FE0488.The dynamic height is computed by dividing the NAVD 88
 FE0488.geopotential number by the normal gravity value computed on the
 FE0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0488.degrees latitude (g = 980.6199 gals.).
 FE0488
 FE0488.The modeled gravity was interpolated from observed gravity values.
 FE0488
 FE0488;                    North         East    Units  Estimated Accuracy
 FE0488;SPC TN       -   130,080.      356,000.      MT  (+/- 180 meters Scaled)
 FE0488
 FE0488                          SUPERSEDED SURVEY CONTROL
 FE0488
 FE0488  NGVD 29 (??/??/??)  116.764  (m)          383.08   (f) ADJUSTED    1 2
 FE0488
 FE0488.Superseded values are not recommended for survey control.
 FE0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0488.See file dsdata.txt to determine how the superseded data were derived.
 FE0488
 FE0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE467270(NAD 83)
 FE0488_MARKER: DB = BENCH MARK DISK
 FE0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0488_STAMPING: L 159 1944
 FE0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0488+STABILITY: SURFACE MOTION
 FE0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0488+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 FE0488
 FE0488  HISTORY     - Date     Condition        Report By
 FE0488  HISTORY     - 1944     MONUMENTED       CGS
 FE0488  HISTORY     - 1948     GOOD             CGS
 FE0488  HISTORY     - 1972     GOOD             TVA
 FE0488  HISTORY     - 20020920 GOOD             USACE
 FE0488
 FE0488                          STATION DESCRIPTION
 FE0488
 FE0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0488'3.9 MI NW FROM HENDERSON.
 FE0488'ABOUT 3.9 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0488'RAILROAD FROM THE STATION AT HENDERSON, ABOUT 0.3 MILE SOUTHEAST
 FE0488'OF MILE POST 373, AT AN EAST-WEST GRAVEL ROAD CROSSING, 24.3
 FE0488'FEET NORTHEAST OF THE NORTHEAST RAIL, 27 FEET SOUTH OF THE
 FE0488'CENTER LINE OF THE GRAVEL ROAD, 11.8 FEET NORTHWEST OF A
 FE0488'TELEPHONE POLE, 44 FEET SOUTH AND ACROSS THE TRACK FROM TELEPHONE
 FE0488'POLE NO. 3346, 109 FEET NORTHWEST OF BLOCK SIGNAL NO. 372.8, 3
 FE0488'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 FE0488'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0488'4 INCHES.  MARK IS 2.1 MILES SOUTHEAST OF THE STATION AT PINSON.
 FE0488'NOTE-- WHITE WOOD WITNESS POST GONE.  STEEL POST AND SIGN SET
 FE0488'1 FT E FROM MONUMENT.  MONUMENT IS ACROSS TRACK FROM SONOCO
 FE0488'PRODUCTS CO. CAN DIV. PLANT.  ROAD IS NOW BLACKTOP.
 FE0488
 FE0488                          STATION RECOVERY (1972)
 FE0488
 FE0488'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0488'RECOVERED IN GOOD CONDITION.
 FE0488
 FE0488                          STATION RECOVERY (2002)
 FE0488
 FE0488'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0488'ROAD CROSSING IS OLD JACKSON RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0343 ***********************************************************************
 FC0343  DESIGNATION -  L 16
 FC0343  PID         -  FC0343
 FC0343  STATE/COUNTY-  TN/POLK
 FC0343  USGS QUAD   -  FARNER (1978)
 FC0343
 FC0343                         *CURRENT SURVEY CONTROL
 FC0343  ___________________________________________________________________
 FC0343* NAD 83(1986)-  35 10 53.     (N)    084 18 13.     (W)     SCALED    
 FC0343* NAVD 88     -       388.075  (meters)    1273.21   (feet)  ADJUSTED  
 FC0343  ___________________________________________________________________
 FC0343  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FC0343  DYNAMIC HT  -         387.679 (meters)    1271.91  (feet)  COMP
 FC0343  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 FC0343
 FC0343  VERT ORDER  -  SECOND    CLASS 0
 FC0343
 FC0343.The horizontal coordinates were scaled from a topographic map and have
 FC0343.an estimated accuracy of +/- 6 seconds.
 FC0343
 FC0343.The orthometric height was determined by differential leveling
 FC0343.and adjusted by the National Geodetic Survey in June 1991..
 FC0343
 FC0343.The geoid height was determined by GEOID03.
 FC0343
 FC0343.The dynamic height is computed by dividing the NAVD 88
 FC0343.geopotential number by the normal gravity value computed on the
 FC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0343.degrees latitude (g = 980.6199 gals.).
 FC0343
 FC0343.The modeled gravity was interpolated from observed gravity values.
 FC0343
 FC0343;                    North         East    Units  Estimated Accuracy
 FC0343;SPC TN       -    95,430.      754,510.      MT  (+/- 180 meters Scaled)
 FC0343
 FC0343                          SUPERSEDED SURVEY CONTROL
 FC0343
 FC0343  NGVD 29 (??/??/92)  388.112  (m)         1273.33   (f) ADJ UNCH    2 0
 FC0343
 FC0343.Superseded values are not recommended for survey control.
 FC0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0343.See file dsdata.txt to determine how the superseded data were derived.
 FC0343
 FC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD455964(NAD 83)
 FC0343_MARKER: DB = BENCH MARK DISK
 FC0343_SETTING: 80 = SET IN A BOULDER
 FC0343_STAMPING: L 16 1933
 FC0343_MARK LOGO: CGS   
 FC0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0343+STABILITY: SURFACE MOTION
 FC0343
 FC0343  HISTORY     - Date     Condition        Report By
 FC0343  HISTORY     - 1933     MONUMENTED       CGS
 FC0343  HISTORY     - 1949     GOOD             NGS
 FC0343  HISTORY     - 20000601 SEE DESCRIPTION  NCGS
 FC0343
 FC0343                          STATION DESCRIPTION
 FC0343
 FC0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0343'1.9 MI E FROM APALACHIA.
 FC0343'1.9 MILES EAST ALONG THE LOUSIVILLE AND NASHVILLE RAILROAD FROM
 FC0343'THE STATION AT APALACHIA, POLK COUNTY, 90 FEET EAST OF MILEPOST
 FC0343'L 362, 800 FEET NORTHWEST OF A POINT WHERE THE RAILROAD CROSSES
 FC0343'OVER ITSELF AT A HIGHER ELEVATION, 6.7 FEET SOUTH OF THE SOUTH
 FC0343'RAIL, AND IN THE TOP OF A GRANITE BOULDER.  A STANDARD DISK,
 FC0343'STAMPED L 16 1933.
 FC0343
 FC0343                          STATION RECOVERY (2000)
 FC0343
 FC0343'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0343'THE STATION WAS NOT FOUND. REFERENCE, (90-FEET EAST OF THE MILEPOST),
 FC0343'WOULD PUT THE MARK IN A LARGE FILL AREA OF THE RAILROAD BED. STATION
 FC0343'WAS LIKELY 90-FEET WEST OF WHERE BOULDERS WERE FOUND ALONG A CUT BANK.
 FC0343'EACH ONE WAS UNCOVERED AND AFTER A 45 MINUTE SEARCH NO EVIDENCE OF
 FC0343'DISK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0702 ***********************************************************************
 FE0702  DESIGNATION -  L 160
 FE0702  PID         -  FE0702
 FE0702  STATE/COUNTY-  TN/GIBSON
 FE0702  USGS QUAD   -  MEDINA (1981)
 FE0702
 FE0702                         *CURRENT SURVEY CONTROL
 FE0702  ___________________________________________________________________
 FE0702* NAD 83(1986)-  35 48 47.     (N)    088 45 49.     (W)     SCALED    
 FE0702* NAVD 88     -       150.825  (meters)     494.83   (feet)  ADJUSTED  
 FE0702  ___________________________________________________________________
 FE0702  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0702  DYNAMIC HT  -         150.694 (meters)     494.40  (feet)  COMP
 FE0702  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 FE0702
 FE0702  VERT ORDER  -  FIRST     CLASS II
 FE0702
 FE0702.The horizontal coordinates were scaled from a topographic map and have
 FE0702.an estimated accuracy of +/- 6 seconds.
 FE0702
 FE0702.The orthometric height was determined by differential leveling
 FE0702.and adjusted by the National Geodetic Survey in June 1991..
 FE0702
 FE0702.The geoid height was determined by GEOID03.
 FE0702
 FE0702.The dynamic height is computed by dividing the NAVD 88
 FE0702.geopotential number by the normal gravity value computed on the
 FE0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0702.degrees latitude (g = 980.6199 gals.).
 FE0702
 FE0702.The modeled gravity was interpolated from observed gravity values.
 FE0702
 FE0702;                    North         East    Units  Estimated Accuracy
 FE0702;SPC TN       -   167,700.      350,280.      MT  (+/- 180 meters Scaled)
 FE0702
 FE0702                          SUPERSEDED SURVEY CONTROL
 FE0702
 FE0702  NGVD 29 (??/??/??)  150.876  (m)          495.00   (f) ADJUSTED    1 2
 FE0702
 FE0702.Superseded values are not recommended for survey control.
 FE0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0702.See file dsdata.txt to determine how the superseded data were derived.
 FE0702
 FE0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE406646(NAD 83)
 FE0702_MARKER: DB = BENCH MARK DISK
 FE0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0702_STAMPING: L 160 1944
 FE0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0702+STABILITY: SURFACE MOTION
 FE0702
 FE0702  HISTORY     - Date     Condition        Report By
 FE0702  HISTORY     - 1944     MONUMENTED       CGS
 FE0702  HISTORY     - 1948     GOOD             CGS
 FE0702  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0702
 FE0702                          STATION DESCRIPTION
 FE0702
 FE0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0702'1 MI N FROM MEDINA.
 FE0702'ABOUT 1.0 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE0702'THE STATION AT MEDINA, AT MILE POST C 456, 39.5 FEET SOUTHEAST
 FE0702'OF THE SOUTHEAST RAIL, 52 FEET SOUTHEAST AND ACROSS THE TRACK
 FE0702'FROM MILE POST C 456, 25 FEET NORTHWEST OF THE CENTER LINE OF A ROAD
 FE0702'PARALLELING THE TRACK, AT THE NORTHEAST END OF AN 8-FOOT CUT,
 FE0702'80 FEET SOUTHWEST OF THE NORTHEAST END OF A 40-INCH CONCRETE
 FE0702'PIPE CULVERT UNDER A SHORT RAILROAD FILL, 3 FEET SOUTHWEST OF A
 FE0702'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE
 FE0702'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0702
 FE0702                          STATION RECOVERY (2002)
 FE0702
 FE0702'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0366 ***********************************************************************
 GD0366  DESIGNATION -  L 161
 GD0366  PID         -  GD0366
 GD0366  STATE/COUNTY-  TN/GIBSON
 GD0366  USGS QUAD   -  BRADFORD (1985)
 GD0366
 GD0366                         *CURRENT SURVEY CONTROL
 GD0366  ___________________________________________________________________
 GD0366* NAD 83(1986)-  36 06 45.     (N)    088 48 08.     (W)     SCALED    
 GD0366* NAVD 88     -        97.601  (meters)     320.21   (feet)  ADJUSTED  
 GD0366  ___________________________________________________________________
 GD0366  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0366  DYNAMIC HT  -          97.519 (meters)     319.94  (feet)  COMP
 GD0366  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GD0366
 GD0366  VERT ORDER  -  FIRST     CLASS II
 GD0366
 GD0366.The horizontal coordinates were scaled from a topographic map and have
 GD0366.an estimated accuracy of +/- 6 seconds.
 GD0366
 GD0366.The orthometric height was determined by differential leveling
 GD0366.and adjusted by the National Geodetic Survey in June 1991..
 GD0366
 GD0366.The geoid height was determined by GEOID03.
 GD0366
 GD0366.The dynamic height is computed by dividing the NAVD 88
 GD0366.geopotential number by the normal gravity value computed on the
 GD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0366.degrees latitude (g = 980.6199 gals.).
 GD0366
 GD0366.The modeled gravity was interpolated from observed gravity values.
 GD0366
 GD0366;                    North         East    Units  Estimated Accuracy
 GD0366;SPC TN       -   201,010.      347,750.      MT  (+/- 180 meters Scaled)
 GD0366
 GD0366                          SUPERSEDED SURVEY CONTROL
 GD0366
 GD0366  NGVD 29 (??/??/??)   97.638  (m)          320.33   (f) ADJUSTED    1 2
 GD0366
 GD0366.Superseded values are not recommended for survey control.
 GD0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0366.See file dsdata.txt to determine how the superseded data were derived.
 GD0366
 GD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE377979(NAD 83)
 GD0366_MARKER: DB = BENCH MARK DISK
 GD0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0366_SP_SET: CONCRETE BASE
 GD0366_STAMPING: L 161 1944
 GD0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0366
 GD0366  HISTORY     - Date     Condition        Report By
 GD0366  HISTORY     - 1944     MONUMENTED       CGS
 GD0366  HISTORY     - 1948     GOOD             CGS
 GD0366  HISTORY     - 1967     GOOD             CGS
 GD0366  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GD0366
 GD0366                          STATION DESCRIPTION
 GD0366
 GD0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0366'2.6 MI N FROM BRADFORD.
 GD0366'ABOUT 2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0366'THE STATION AT BRADFORD, ABOUT 2.9 MILES SOUTH OF THE STATION
 GD0366'AT GREENFIELD, ABOUT 0.35 MILE SOUTH OF MILE POST C 434, 23
 GD0366'YARDS NORTH OF THE NORTH END OF A TRESTLE, 128 YARDS SOUTH OF THE
 GD0366'SOUTH END OF A LONG TRESTLE, SET IN THE TOP OF THE SOUTHWEST
 GD0366'CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL NO. 434/4, 7.5 FEET
 GD0366'EAST OF THE EAST RAIL AND ABOUT 0.5 FOOT BELOW THE TRACK.
 GD0366
 GD0366                          STATION RECOVERY (1967)
 GD0366
 GD0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0366'RECOVERED IN GOOD CONDITION.
 GD0366
 GD0366                          STATION RECOVERY (1990)
 GD0366
 GD0366'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1279 ***********************************************************************
 GA1279  DESIGNATION -  L 162
 GA1279  PID         -  GA1279
 GA1279  STATE/COUNTY-  TN/HAWKINS
 GA1279  USGS QUAD   -  CHURCH HILL (1991)
 GA1279
 GA1279                         *CURRENT SURVEY CONTROL
 GA1279  ___________________________________________________________________
 GA1279* NAD 83(1986)-  36 31 09.     (N)    082 43 40.     (W)     SCALED    
 GA1279* NAVD 88     -       370.260  (meters)    1214.76   (feet)  ADJUSTED  
 GA1279  ___________________________________________________________________
 GA1279  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1279  DYNAMIC HT  -         369.927 (meters)    1213.67  (feet)  COMP
 GA1279  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 GA1279
 GA1279  VERT ORDER  -  FIRST     CLASS I
 GA1279
 GA1279.The horizontal coordinates were scaled from a topographic map and have
 GA1279.an estimated accuracy of +/- 6 seconds.
 GA1279
 GA1279.The orthometric height was determined by differential leveling
 GA1279.and adjusted by the National Geodetic Survey in June 1991..
 GA1279
 GA1279.The geoid height was determined by GEOID03.
 GA1279
 GA1279.The dynamic height is computed by dividing the NAVD 88
 GA1279.geopotential number by the normal gravity value computed on the
 GA1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1279.degrees latitude (g = 980.6199 gals.).
 GA1279
 GA1279.The modeled gravity was interpolated from observed gravity values.
 GA1279
 GA1279;                    North         East    Units  Estimated Accuracy
 GA1279;SPC TN       -   247,420.      893,040.      MT  (+/- 180 meters Scaled)
 GA1279
 GA1279                          SUPERSEDED SURVEY CONTROL
 GA1279
 GA1279  NGVD 29 (??/??/92)  370.404  (m)         1215.23   (f) ADJ UNCH    1 1
 GA1279
 GA1279.Superseded values are not recommended for survey control.
 GA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1279.See file dsdata.txt to determine how the superseded data were derived.
 GA1279
 GA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA453429(NAD 83)
 GA1279_MARKER: DB = BENCH MARK DISK
 GA1279_SETTING: 66 = SET IN ROCK OUTCROP
 GA1279_SP_SET: ROCK OUTCROP
 GA1279_STAMPING: L 162 1967
 GA1279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1279+STABILITY: POSITION/ELEVATION WELL
 GA1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA1279+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2003
 GA1279
 GA1279  HISTORY     - Date     Condition        Report By
 GA1279  HISTORY     - 1967     MONUMENTED       CGS
 GA1279  HISTORY     - 20030928 GOOD             GEOCAC
 GA1279
 GA1279                          STATION DESCRIPTION
 GA1279
 GA1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1279'1.4 MI W FROM CHURCH HILL.
 GA1279'ABOUT 1.35 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1279'FROM THE STATION AT CHURCH HILL, 0.2 MILE WEST OF MILEPOST 55,
 GA1279'AT THE EAST END OF A CUT FOR THE RAILROAD, 7 FEET SOUTH OF THE
 GA1279'SOUTH RAIL OF THE TRACK, SET IN THE TOP OF A LEDGE AT THE FOOT
 GA1279'OF A ROCK OUTCROP IN THE SOUTH BANK OF THE CUT, 64 FEET SOUTHEAST
 GA1279'AND ACROSS THE TRACK FROM THE 8TH POLE WEST OF MILEPOST 55, ABOUT
 GA1279'1 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1 FOOT BELOW
 GA1279'THE LEVEL OF THE TRACK.
 GA1279
 GA1279                          STATION RECOVERY (2003)
 GA1279
 GA1279'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1859 ***********************************************************************
 GA1859  DESIGNATION -  L 163
 GA1859  PID         -  GA1859
 GA1859  STATE/COUNTY-  TN/HAMBLEN
 GA1859  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1859
 GA1859                         *CURRENT SURVEY CONTROL
 GA1859  ___________________________________________________________________
 GA1859* NAD 83(1986)-  36 15 21.     (N)    083 11 10.     (W)     SCALED    
 GA1859* NAVD 88     -       389.970  (meters)    1279.43   (feet)  ADJUSTED  
 GA1859  ___________________________________________________________________
 GA1859  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1859  DYNAMIC HT  -         389.615 (meters)    1278.26  (feet)  COMP
 GA1859  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GA1859
 GA1859  VERT ORDER  -  FIRST     CLASS I
 GA1859
 GA1859.The horizontal coordinates were scaled from a topographic map and have
 GA1859.an estimated accuracy of +/- 6 seconds.
 GA1859
 GA1859.The orthometric height was determined by differential leveling
 GA1859.and adjusted by the National Geodetic Survey in June 1991..
 GA1859
 GA1859.The geoid height was determined by GEOID03.
 GA1859
 GA1859.The dynamic height is computed by dividing the NAVD 88
 GA1859.geopotential number by the normal gravity value computed on the
 GA1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1859.degrees latitude (g = 980.6199 gals.).
 GA1859
 GA1859.The modeled gravity was interpolated from observed gravity values.
 GA1859
 GA1859;                    North         East    Units  Estimated Accuracy
 GA1859;SPC TN       -   216,940.      852,850.      MT  (+/- 180 meters Scaled)
 GA1859
 GA1859                          SUPERSEDED SURVEY CONTROL
 GA1859
 GA1859  NGVD 29 (??/??/92)  390.114  (m)         1279.90   (f) ADJ UNCH    1 1
 GA1859
 GA1859.Superseded values are not recommended for survey control.
 GA1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1859.See file dsdata.txt to determine how the superseded data were derived.
 GA1859
 GA1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA035145(NAD 83)
 GA1859_MARKER: DB = BENCH MARK DISK
 GA1859_SETTING: 66 = SET IN ROCK OUTCROP
 GA1859_SP_SET: ROCK OUTCROP
 GA1859_STAMPING: L 163 1967
 GA1859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1859+STABILITY: POSITION/ELEVATION WELL
 GA1859
 GA1859  HISTORY     - Date     Condition        Report By
 GA1859  HISTORY     - 1967     MONUMENTED       CGS
 GA1859
 GA1859                          STATION DESCRIPTION
 GA1859
 GA1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1859'0.8 MI E FROM RUSSELLVILLE.
 GA1859'ABOUT 0.25 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE
 GA1859'AT RUSSELLVILLE, THENCE 0.5 MILE NORTHEAST ALONG THE SOUTHERN
 GA1859'RAILWAY COMPANY RAILROAD, AT THE WEST END OF A CUT FOR THE
 GA1859'RAILROAD, NEAR THE CENTER OF A CURVE IN THE TRACK, 0.15 MILE
 GA1859'WEST OF MILEPOST 82, 16 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 GA1859'SET IN THE TOP AND 3 FEET EAST OF THE WEST END OF A ROCK OUTCROP
 GA1859'IN THE NORTH BANK OF THE CUT, 35 FEET WEST OF A POLE, 10 FEET
 GA1859'SOUTH OF A FENCE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 GA1859'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1587 ***********************************************************************
 GC1587  DESIGNATION -  L 166
 GC1587  PID         -  GC1587
 GC1587  STATE/COUNTY-  TN/STEWART
 GC1587  USGS QUAD   -  STANDING ROCK (1986)
 GC1587
 GC1587                         *CURRENT SURVEY CONTROL
 GC1587  ___________________________________________________________________
 GC1587* NAD 83(1986)-  36 26 47.     (N)    087 58 42.     (W)     SCALED    
 GC1587* NAVD 88     -       169.906  (meters)     557.43   (feet)  ADJUSTED  
 GC1587  ___________________________________________________________________
 GC1587  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1587  DYNAMIC HT  -         169.765 (meters)     556.97  (feet)  COMP
 GC1587  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GC1587
 GC1587  VERT ORDER  -  FIRST     CLASS II
 GC1587
 GC1587.The horizontal coordinates were scaled from a topographic map and have
 GC1587.an estimated accuracy of +/- 6 seconds.
 GC1587
 GC1587.The orthometric height was determined by differential leveling
 GC1587.and adjusted by the National Geodetic Survey in June 1991..
 GC1587
 GC1587.The geoid height was determined by GEOID03.
 GC1587
 GC1587.The dynamic height is computed by dividing the NAVD 88
 GC1587.geopotential number by the normal gravity value computed on the
 GC1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1587.degrees latitude (g = 980.6199 gals.).
 GC1587
 GC1587.The modeled gravity was interpolated from observed gravity values.
 GC1587
 GC1587;                    North         East    Units  Estimated Accuracy
 GC1587;SPC TN       -   236,240.      422,650.      MT  (+/- 180 meters Scaled)
 GC1587
 GC1587                          SUPERSEDED SURVEY CONTROL
 GC1587
 GC1587  NGVD 29 (??/??/92)  169.944  (m)          557.56   (f) ADJ UNCH    1 2
 GC1587
 GC1587.Superseded values are not recommended for survey control.
 GC1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1587.See file dsdata.txt to determine how the superseded data were derived.
 GC1587
 GC1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF123339(NAD 83)
 GC1587_MARKER: DB = BENCH MARK DISK
 GC1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1587_STAMPING: L 166 1947
 GC1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1587+STABILITY: SURFACE MOTION
 GC1587
 GC1587  HISTORY     - Date     Condition        Report By
 GC1587  HISTORY     - 1947     MONUMENTED       CGS
 GC1587  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1587
 GC1587                          STATION DESCRIPTION
 GC1587
 GC1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1587'10.7 MI W FROM DOVER.
 GC1587'9.7 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE AT
 GC1587'DOVER, THENCE ABOUT 1.0 MILE SOUTH ALONG THE T.V.A. ROAD LEADING
 GC1587'TO MC KINNON, ABOUT 0.4 MILE NORTH OF MULBERRY HILL SCHOOL, AT
 GC1587'THE TOP OF A HILL, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GC1587'ROAD, 51 FEET SOUTHWEST ACROSS THE ROAD FROM A 6-INCH BLAZED
 GC1587'OAK TREE, 8 FEET NORTHWEST OF A 14-INCH BLAZED OAK TREE, 7 FEET
 GC1587'SOUTHEAST OF A 10-INCH BLAZED OAK TREE, 5 FEET NORTHEAST OF A
 GC1587'12-INCH BLAZED OAK TREE, ABOUT LEVEL WITH THE ROAD, AND IN THE
 GC1587'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1587
 GC1587                          STATION RECOVERY (1972)
 GC1587
 GC1587'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0241 ***********************************************************************
 GD0241  DESIGNATION -  L 168
 GD0241  PID         -  GD0241
 GD0241  STATE/COUNTY-  TN/BENTON
 GD0241  USGS QUAD   -  CAMDEN (1984)
 GD0241
 GD0241                         *CURRENT SURVEY CONTROL
 GD0241  ___________________________________________________________________
 GD0241* NAD 83(1986)-  36 01 21.     (N)    088 01 23.     (W)     SCALED    
 GD0241* NAVD 88     -       116.718  (meters)     382.93   (feet)  ADJUSTED  
 GD0241  ___________________________________________________________________
 GD0241  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD0241  DYNAMIC HT  -         116.620 (meters)     382.61  (feet)  COMP
 GD0241  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GD0241
 GD0241  VERT ORDER  -  FIRST     CLASS II
 GD0241
 GD0241.The horizontal coordinates were scaled from a topographic map and have
 GD0241.an estimated accuracy of +/- 6 seconds.
 GD0241
 GD0241.The orthometric height was determined by differential leveling
 GD0241.and adjusted by the National Geodetic Survey in June 1991..
 GD0241
 GD0241.The geoid height was determined by GEOID03.
 GD0241
 GD0241.The dynamic height is computed by dividing the NAVD 88
 GD0241.geopotential number by the normal gravity value computed on the
 GD0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0241.degrees latitude (g = 980.6199 gals.).
 GD0241
 GD0241.The modeled gravity was interpolated from observed gravity values.
 GD0241
 GD0241;                    North         East    Units  Estimated Accuracy
 GD0241;SPC TN       -   189,300.      417,670.      MT  (+/- 180 meters Scaled)
 GD0241
 GD0241                          SUPERSEDED SURVEY CONTROL
 GD0241
 GD0241  NGVD 29 (??/??/??)  116.750  (m)          383.04   (f) ADJUSTED    1 2
 GD0241
 GD0241.Superseded values are not recommended for survey control.
 GD0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0241.See file dsdata.txt to determine how the superseded data were derived.
 GD0241
 GD0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE078869(NAD 83)
 GD0241_MARKER: DB = BENCH MARK DISK
 GD0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0241_STAMPING: L 168 1947
 GD0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0241+STABILITY: SURFACE MOTION
 GD0241
 GD0241  HISTORY     - Date     Condition        Report By
 GD0241  HISTORY     - 1947     MONUMENTED       CGS
 GD0241  HISTORY     - 1969     GOOD             CGS
 GD0241
 GD0241                          STATION DESCRIPTION
 GD0241
 GD0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0241'2.4 MI W FROM NEW JOHNSONVILLE.
 GD0241'THE MARK IS ABOUT 2.4 MILES WEST ALONG THE OLD NASHVILLE,
 GD0241'CHATTANOOGA AND ST. LOUIS RAILROAD STATION IN NEW JOHNSONVILLE
 GD0241'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD), IN THE
 GD0241'SOUTHEAST CORNER OF THE CONCRETE BASE FOR BLOCK SIGNAL 81.8, 18
 GD0241'FEET SOUTH-SOUTHEAST OF TELEGRAPH POLE NO. 3320, 6.3 FEET
 GD0241'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, AND ABOUT LEVEL
 GD0241'WITH THE TRACK.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GD0241'IN THE TOP OF THE CONCRETE BASE AND THE DISK IS STAMPED L 168
 GD0241'1947.  DUE TO THE MARKS LOCATION, NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0111 ***********************************************************************
 FE0111  DESIGNATION -  L 169
 FE0111  PID         -  FE0111
 FE0111  STATE/COUNTY-  TN/DECATUR
 FE0111  USGS QUAD   -  JEANNETTE (1986)
 FE0111
 FE0111                         *CURRENT SURVEY CONTROL
 FE0111  ___________________________________________________________________
 FE0111* NAD 83(1986)-  35 38 32.     (N)    088 05 22.     (W)     SCALED    
 FE0111* NAVD 88     -       141.416  (meters)     463.96   (feet)  ADJUSTED  
 FE0111  ___________________________________________________________________
 FE0111  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0111  DYNAMIC HT  -         141.291 (meters)     463.55  (feet)  COMP
 FE0111  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0111
 FE0111  VERT ORDER  -  FIRST     CLASS II
 FE0111
 FE0111.The horizontal coordinates were scaled from a topographic map and have
 FE0111.an estimated accuracy of +/- 6 seconds.
 FE0111
 FE0111.The orthometric height was determined by differential leveling
 FE0111.and adjusted by the National Geodetic Survey in June 1991..
 FE0111
 FE0111.The geoid height was determined by GEOID03.
 FE0111
 FE0111.The dynamic height is computed by dividing the NAVD 88
 FE0111.geopotential number by the normal gravity value computed on the
 FE0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0111.degrees latitude (g = 980.6199 gals.).
 FE0111
 FE0111.The modeled gravity was interpolated from observed gravity values.
 FE0111
 FE0111;                    North         East    Units  Estimated Accuracy
 FE0111;SPC TN       -   147,240.      410,780.      MT  (+/- 180 meters Scaled)
 FE0111
 FE0111                          SUPERSEDED SURVEY CONTROL
 FE0111
 FE0111  NGVD 29 (??/??/??)  141.429  (m)          464.00   (f) ADJUSTED    1 2
 FE0111
 FE0111.Superseded values are not recommended for survey control.
 FE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0111.See file dsdata.txt to determine how the superseded data were derived.
 FE0111
 FE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE013448(NAD 83)
 FE0111_MARKER: DD = SURVEY DISK
 FE0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0111_STAMPING: L 169 1947
 FE0111_MARK LOGO: TVA   
 FE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0111+STABILITY: SURFACE MOTION
 FE0111
 FE0111  HISTORY     - Date     Condition        Report By
 FE0111  HISTORY     - 1947     MONUMENTED       TVA
 FE0111  HISTORY     - 1947     GOOD             CGS
 FE0111
 FE0111                          STATION DESCRIPTION
 FE0111
 FE0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0111'2.2 MI E FROM PARSONS.
 FE0111'2.2 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0111'OFFICE AT PARSONS, ABOUT 0.35 MILES EAST OF A CONCRETE BLOCK
 FE0111'GULF SERVICE STATION, ABOUT 250 YARDS SOUTHEAST AND ACROSS
 FE0111'THE HIGHWAY FROM THE HIGHWAY FROM A STONE MASONRY FARM HOUSE,
 FE0111'AT THE DRIVE WAY TO A SMALL WHITE HOUSE, 88 FEET NORTHEAST OF
 FE0111'A POWER POLE NO. 38, 73 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 FE0111'FROM A POWER POLE WITH A TRANSFORMER, 47 FEET SOUTHEAST OF
 FE0111'THE PROLONGED CENTER LINE OF THE DRIVE WAY, 27 FEET SOUTHWEST OF
 FE0111'THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A WHITE
 FE0111'WOODEN WITNESS POST, 1.5 FOOT ABOVE THE HIGHWAY AND SET IN THE
 FE0111'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0404 ***********************************************************************
 FF0404  DESIGNATION -  L 17
 FF0404  PID         -  FF0404
 FF0404  STATE/COUNTY-  TN/SHELBY
 FF0404  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0404
 FF0404                         *CURRENT SURVEY CONTROL
 FF0404  ___________________________________________________________________
 FF0404* NAD 83(1986)-  35 00 23.     (N)    090 02 06.     (W)     SCALED    
 FF0404* NAVD 88     -        96.020  (meters)     315.03   (feet)  ADJUSTED  
 FF0404  ___________________________________________________________________
 FF0404  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FF0404  DYNAMIC HT  -          95.931 (meters)     314.73  (feet)  COMP
 FF0404  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 FF0404
 FF0404  VERT ORDER  -  SECOND    CLASS 0
 FF0404
 FF0404.The horizontal coordinates were scaled from a topographic map and have
 FF0404.an estimated accuracy of +/- 6 seconds.
 FF0404
 FF0404.The orthometric height was determined by differential leveling
 FF0404.and adjusted by the National Geodetic Survey in June 1991..
 FF0404
 FF0404.The geoid height was determined by GEOID03.
 FF0404
 FF0404.The dynamic height is computed by dividing the NAVD 88
 FF0404.geopotential number by the normal gravity value computed on the
 FF0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0404.degrees latitude (g = 980.6199 gals.).
 FF0404
 FF0404.The modeled gravity was interpolated from observed gravity values.
 FF0404
 FF0404;                    North         East    Units  Estimated Accuracy
 FF0404;SPC TN       -    82,270.      231,770.      MT  (+/- 180 meters Scaled)
 FF0404
 FF0404                          SUPERSEDED SURVEY CONTROL
 FF0404
 FF0404  NGVD 29 (??/??/??)   95.987  (m)          314.92   (f) ADJUSTED    2 0
 FF0404
 FF0404.Superseded values are not recommended for survey control.
 FF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0404.See file dsdata.txt to determine how the superseded data were derived.
 FF0404
 FF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU705777(NAD 83)
 FF0404_MARKER: DB = BENCH MARK DISK
 FF0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0404_STAMPING: L 17 1934
 FF0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0404+STABILITY: SURFACE MOTION
 FF0404
 FF0404  HISTORY     - Date     Condition        Report By
 FF0404  HISTORY     - 1934     MONUMENTED       CGS
 FF0404  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0404
 FF0404                          STATION DESCRIPTION
 FF0404
 FF0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FF0404'10 MI S FROM MEMPHIS.
 FF0404'10.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FF0404'POST OFFICE AT MEMPHIS, SHELBY COUNTY, 20 FEET NORTHEAST OF THE
 FF0404'THIRD POLE SOUTH OF MILEPOST 402, 40 FEET NORTH OF THE
 FF0404'CENTERLINE OF AN EAST-AND-WEST ROAD, 45 FEET EAST OF THE
 FF0404'CENTERLINE OF THE TRACK, AND 4 FEET WEST OF A FENCE CORNER.  A
 FF0404'STANDARD DISK, STAMPED L 17 1934 AND SET IN THE TOP OF A
 FF0404'CONCRETE POST.
 FF0404
 FF0404                          STATION RECOVERY (1976)
 FF0404
 FF0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1034 ***********************************************************************
 FD1034  DESIGNATION -  L 170
 FD1034  PID         -  FD1034
 FD1034  STATE/COUNTY-  TN/PERRY
 FD1034  USGS QUAD   -  CLIFTON (1972)
 FD1034
 FD1034                         *CURRENT SURVEY CONTROL
 FD1034  ___________________________________________________________________
 FD1034* NAD 83(1986)-  35 29 10.     (N)    087 56 24.     (W)     SCALED    
 FD1034* NAVD 88     -       209.728  (meters)     688.08   (feet)  ADJUSTED  
 FD1034  ___________________________________________________________________
 FD1034  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1034  DYNAMIC HT  -         209.536 (meters)     687.45  (feet)  COMP
 FD1034  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 FD1034
 FD1034  VERT ORDER  -  FIRST     CLASS II
 FD1034
 FD1034.The horizontal coordinates were scaled from a topographic map and have
 FD1034.an estimated accuracy of +/- 6 seconds.
 FD1034
 FD1034.The orthometric height was determined by differential leveling
 FD1034.and adjusted by the National Geodetic Survey in June 1991..
 FD1034
 FD1034.The geoid height was determined by GEOID03.
 FD1034
 FD1034.The dynamic height is computed by dividing the NAVD 88
 FD1034.geopotential number by the normal gravity value computed on the
 FD1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1034.degrees latitude (g = 980.6199 gals.).
 FD1034
 FD1034.The modeled gravity was interpolated from observed gravity values.
 FD1034
 FD1034;                    North         East    Units  Estimated Accuracy
 FD1034;SPC TN       -   129,650.      423,970.      MT  (+/- 180 meters Scaled)
 FD1034
 FD1034                          SUPERSEDED SURVEY CONTROL
 FD1034
 FD1034  NGVD 29 (??/??/92)  209.736  (m)          688.11   (f) ADJ UNCH    1 2
 FD1034
 FD1034.Superseded values are not recommended for survey control.
 FD1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1034.See file dsdata.txt to determine how the superseded data were derived.
 FD1034
 FD1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE147273(NAD 83)
 FD1034_MARKER: DD = SURVEY DISK
 FD1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1034_STAMPING: L 170 1947
 FD1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1034+STABILITY: SURFACE MOTION
 FD1034
 FD1034  HISTORY     - Date     Condition        Report By
 FD1034  HISTORY     - 1947     MONUMENTED       TVA
 FD1034  HISTORY     - 1950     GOOD             NGS
 FD1034
 FD1034                          STATION DESCRIPTION
 FD1034
 FD1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1034'10 MI NE FROM CLIFTON.
 FD1034'IN PERRY COUNTY, 10.0 MILES NORTHEAST ALONG THE LINDEN ROAD
 FD1034'FROM THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, 0.8 MILE
 FD1034'NORTH OF THE INTERSECTION OF AN EAST-AND-WEST GRAVEL ROAD, ON A
 FD1034'CURVE WITH TANGENTS EXTENDING NORTHEAST AND SOUTH, 31 FEET
 FD1034'NORTHWEST OF THE CENTERLINE OF THE ROAD, 35 FEET SOUTHWEST OF A
 FD1034'TRIANGULAR-BLAZED HICKORY TREE, 19 FEET SOUTH OF A TRIANGULAR-BLAZED
 FD1034'24-INCH OAK TREE, 15 FEET NORTHEAST OF A TRIANGULAR-BLAZED 14-INCH
 FD1034'OAK TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET
 FD1034'NORTH OF A STEEL POST WITH A CONTROL-MARKER SIGN, AND ABOUT 1-1/2
 FD1034'FEET HIGHER THAN THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FD1034'DISK, STAMPED L 170 1947 AND SET IN THE TOP OF A CONCRETE POST
 FD1034'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0285 ***********************************************************************
 FE0285  DESIGNATION -  L 171
 FE0285  PID         -  FE0285
 FE0285  STATE/COUNTY-  TN/HARDIN
 FE0285  USGS QUAD   -  COUNCE (1984)
 FE0285
 FE0285                         *CURRENT SURVEY CONTROL
 FE0285  ___________________________________________________________________
 FE0285* NAD 83(1986)-  35 04 17.     (N)    088 17 27.     (W)     SCALED    
 FE0285* NAVD 88     -       118.519  (meters)     388.84   (feet)  ADJUSTED  
 FE0285  ___________________________________________________________________
 FE0285  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FE0285  DYNAMIC HT  -         118.410 (meters)     388.48  (feet)  COMP
 FE0285  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FE0285
 FE0285  VERT ORDER  -  FIRST     CLASS II
 FE0285
 FE0285.The horizontal coordinates were scaled from a topographic map and have
 FE0285.an estimated accuracy of +/- 6 seconds.
 FE0285
 FE0285.The orthometric height was determined by differential leveling
 FE0285.and adjusted by the National Geodetic Survey in June 1991..
 FE0285
 FE0285.The geoid height was determined by GEOID03.
 FE0285
 FE0285.The dynamic height is computed by dividing the NAVD 88
 FE0285.geopotential number by the normal gravity value computed on the
 FE0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0285.degrees latitude (g = 980.6199 gals.).
 FE0285
 FE0285.The modeled gravity was interpolated from observed gravity values.
 FE0285
 FE0285;                    North         East    Units  Estimated Accuracy
 FE0285;SPC TN       -    84,330.      391,070.      MT  (+/- 180 meters Scaled)
 FE0285
 FE0285                          SUPERSEDED SURVEY CONTROL
 FE0285
 FE0285  NGVD 29 (??/??/??)  118.528  (m)          388.87   (f) ADJUSTED    1 2
 FE0285
 FE0285.Superseded values are not recommended for survey control.
 FE0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0285.See file dsdata.txt to determine how the superseded data were derived.
 FE0285
 FE0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD823817(NAD 83)
 FE0285_MARKER: DD = SURVEY DISK
 FE0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0285_STAMPING: L 171 1947
 FE0285_MARK LOGO: TVA   
 FE0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0285+STABILITY: SURFACE MOTION
 FE0285
 FE0285  HISTORY     - Date     Condition        Report By
 FE0285  HISTORY     - 1947     MONUMENTED       TVA
 FE0285  HISTORY     - 1947     GOOD             CGS
 FE0285  HISTORY     - 1949     GOOD             CGS
 FE0285
 FE0285                          STATION DESCRIPTION
 FE0285
 FE0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0285'2.4 MI S FROM HAMBURG.
 FE0285'2.35 MILES SOUTH ALONG THE ROAD TO COUNCE FROM THE MAIN ROAD
 FE0285'JUNCTION AT HAMBURG, ABOUT 2.55 MILES NORTH OF THE POST OFFICE AT
 FE0285'COUNCE, ON A TURN IN THE ROAD WITH TANGENTS SOUTHWEST AND SOUTHEAST,
 FE0285'AT A FISH CAMP, 96 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE0285'FISH CAMP CABIN, 80 FEET SOUTHEAST OF THE PROLONGED CENTER LINE
 FE0285'OF THE SOUTHWEST TANGENT, 18 FEET NORTHEAST OF THE SOUTHEAST
 FE0285'TANGENT, 21 FEET SOUTHWEST OF A 36-INCH SYCAMORE TREE, 2 FEET
 FE0285'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD
 FE0285'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A
 FE0285'STEEL POST WAS SET 2 FEET EAST OF MARKER.
 FE0285
 FE0285                          STATION RECOVERY (1949)
 FE0285
 FE0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1336 ***********************************************************************
 GC1336  DESIGNATION -  L 172
 GC1336  PID         -  GC1336
 GC1336  STATE/COUNTY-  TN/CHEATHAM
 GC1336  USGS QUAD   -  WHITE BLUFF (1983)
 GC1336
 GC1336                         *CURRENT SURVEY CONTROL
 GC1336  ___________________________________________________________________
 GC1336* NAD 83(1986)-  36 05 45.     (N)    087 10 46.     (W)     SCALED    
 GC1336* NAVD 88     -       206.726  (meters)     678.23   (feet)  ADJUSTED  
 GC1336  ___________________________________________________________________
 GC1336  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GC1336  DYNAMIC HT  -         206.548 (meters)     677.65  (feet)  COMP
 GC1336  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GC1336
 GC1336  VERT ORDER  -  FIRST     CLASS II
 GC1336
 GC1336.The horizontal coordinates were scaled from a topographic map and have
 GC1336.an estimated accuracy of +/- 6 seconds.
 GC1336
 GC1336.The orthometric height was determined by differential leveling
 GC1336.and adjusted by the National Geodetic Survey in June 1991..
 GC1336
 GC1336.The geoid height was determined by GEOID03.
 GC1336
 GC1336.The dynamic height is computed by dividing the NAVD 88
 GC1336.geopotential number by the normal gravity value computed on the
 GC1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1336.degrees latitude (g = 980.6199 gals.).
 GC1336
 GC1336.The modeled gravity was interpolated from observed gravity values.
 GC1336
 GC1336;                    North         East    Units  Estimated Accuracy
 GC1336;SPC TN       -   196,190.      493,790.      MT  (+/- 180 meters Scaled)
 GC1336
 GC1336                          SUPERSEDED SURVEY CONTROL
 GC1336
 GC1336  NGVD 29 (??/??/92)  206.739  (m)          678.28   (f) ADJ UNCH    1 2
 GC1336
 GC1336.Superseded values are not recommended for survey control.
 GC1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1336.See file dsdata.txt to determine how the superseded data were derived.
 GC1336
 GC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE838945(NAD 83)
 GC1336_MARKER: DB = BENCH MARK DISK
 GC1336_SETTING: 80 = SET IN A BOULDER
 GC1336_SP_SET: BOULDER
 GC1336_STAMPING: L 172 1948
 GC1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1336+STABILITY: SURFACE MOTION
 GC1336
 GC1336  HISTORY     - Date     Condition        Report By
 GC1336  HISTORY     - 1948     MONUMENTED       CGS
 GC1336
 GC1336                          STATION DESCRIPTION
 GC1336
 GC1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1336'1.8 MI W FROM CRAGGIE HOPE.
 GC1336'1.85 MILES WEST ALONG THE NASHVILLE CHATTANOOGA AND ST. LOUIS
 GC1336'RAILWAY FROM THE STATION AND ROAD CROSSING AT CRAGGIE HOPE,
 GC1336'ABOUT 2.25 MILES EAST OF THE STATION AT WHITE BLUFF, DICKSON,
 GC1336'COUNTY, ABOUT 33 2/3 POLES WEST OF MILE POST 27, IN THE NORTHWEST
 GC1336'ANGLE OF A DIRT ROAD CROSSING, 80 FEET WEST OF THE CENTER
 GC1336'LINE OF THE ROAD, 11.7 FEET NORTH OF THE NORTH RAIL OF THE
 GC1336'TRACK, AND SET IN THE TOP OF AN OUTCROPPING LIMESTONE BOULDER
 GC1336'ABOUT 2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1564 ***********************************************************************
 GC1564  DESIGNATION -  L 173
 GC1564  PID         -  GC1564
 GC1564  STATE/COUNTY-  TN/HUMPHREYS
 GC1564  USGS QUAD   -  WAVERLY (1987)
 GC1564
 GC1564                         *CURRENT SURVEY CONTROL
 GC1564  ___________________________________________________________________
 GC1564* NAD 83(1986)-  36 04 32.     (N)    087 51 38.     (W)     SCALED    
 GC1564* NAVD 88     -       138.062  (meters)     452.96   (feet)  ADJUSTED  
 GC1564  ___________________________________________________________________
 GC1564  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1564  DYNAMIC HT  -         137.944 (meters)     452.57  (feet)  COMP
 GC1564  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GC1564
 GC1564  VERT ORDER  -  FIRST     CLASS II
 GC1564
 GC1564.The horizontal coordinates were scaled from a topographic map and have
 GC1564.an estimated accuracy of +/- 6 seconds.
 GC1564
 GC1564.The orthometric height was determined by differential leveling
 GC1564.and adjusted by the National Geodetic Survey in June 1991..
 GC1564
 GC1564.The geoid height was determined by GEOID03.
 GC1564
 GC1564.The dynamic height is computed by dividing the NAVD 88
 GC1564.geopotential number by the normal gravity value computed on the
 GC1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1564.degrees latitude (g = 980.6199 gals.).
 GC1564
 GC1564.The modeled gravity was interpolated from observed gravity values.
 GC1564
 GC1564;                    North         East    Units  Estimated Accuracy
 GC1564;SPC TN       -   194,890.      432,420.      MT  (+/- 180 meters Scaled)
 GC1564
 GC1564                          SUPERSEDED SURVEY CONTROL
 GC1564
 GC1564  NGVD 29 (??/??/92)  138.093  (m)          453.06   (f) ADJ UNCH    1 2
 GC1564
 GC1564.Superseded values are not recommended for survey control.
 GC1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1564.See file dsdata.txt to determine how the superseded data were derived.
 GC1564
 GC1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE225926(NAD 83)
 GC1564_MARKER: DB = BENCH MARK DISK
 GC1564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1564_SP_SET: BRIDGE
 GC1564_STAMPING: L 173 1948
 GC1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1564
 GC1564  HISTORY     - Date     Condition        Report By
 GC1564  HISTORY     - 1948     MONUMENTED       CGS
 GC1564  HISTORY     - 1961     GOOD             NGS
 GC1564  HISTORY     - 1972     GOOD             LOCSUR
 GC1564  HISTORY     - 1988     GOOD             USPSQD
 GC1564
 GC1564                          STATION DESCRIPTION
 GC1564
 GC1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1564'3.8 MI W FROM WAVERLY.
 GC1564'3.8 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE COURT HOUSE AT
 GC1564'WAVERLY, NEAR THE SOUTHWEST CORNER OF THE WAVERLY AIRPORT, SET
 GC1564'IN THE TOP OF THE EAST END OF THE BASE OF THE NORTH CONCRETE
 GC1564'BANISTER OF A 25-FOOT CONCRETE BRIDGE, 16 FEET NORTH OF THE
 GC1564'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 GC1564
 GC1564                          STATION RECOVERY (1961)
 GC1564
 GC1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC1564'RECOVERED IN GOOD CONDITION.
 GC1564
 GC1564                          STATION RECOVERY (1972)
 GC1564
 GC1564'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 GC1564'RECOVERED IN GOOD CONDITION.
 GC1564
 GC1564                          STATION RECOVERY (1988)
 GC1564
 GC1564'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0690 ***********************************************************************
 FE0690  DESIGNATION -  L 174
 FE0690  PID         -  FE0690
 FE0690  STATE/COUNTY-  TN/GIBSON
 FE0690  USGS QUAD   -  ATWOOD (1983)
 FE0690
 FE0690                         *CURRENT SURVEY CONTROL
 FE0690  ___________________________________________________________________
 FE0690* NAD 83(1986)-  35 57 22.     (N)    088 44 23.     (W)     SCALED    
 FE0690* NAVD 88     -       112.322  (meters)     368.51   (feet)  ADJUSTED  
 FE0690  ___________________________________________________________________
 FE0690  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0690  DYNAMIC HT  -         112.225 (meters)     368.19  (feet)  COMP
 FE0690  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 FE0690
 FE0690  VERT ORDER  -  FIRST     CLASS II
 FE0690
 FE0690.The horizontal coordinates were scaled from a topographic map and have
 FE0690.an estimated accuracy of +/- 6 seconds.
 FE0690
 FE0690.The orthometric height was determined by differential leveling
 FE0690.and adjusted by the National Geodetic Survey in June 1991..
 FE0690
 FE0690.The geoid height was determined by GEOID03.
 FE0690
 FE0690.The dynamic height is computed by dividing the NAVD 88
 FE0690.geopotential number by the normal gravity value computed on the
 FE0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0690.degrees latitude (g = 980.6199 gals.).
 FE0690
 FE0690.The modeled gravity was interpolated from observed gravity values.
 FE0690
 FE0690;                    North         East    Units  Estimated Accuracy
 FE0690;SPC TN       -   183,510.      352,880.      MT  (+/- 180 meters Scaled)
 FE0690
 FE0690                          SUPERSEDED SURVEY CONTROL
 FE0690
 FE0690  NGVD 29 (??/??/??)  112.377  (m)          368.69   (f) ADJUSTED    1 2
 FE0690
 FE0690.Superseded values are not recommended for survey control.
 FE0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0690.See file dsdata.txt to determine how the superseded data were derived.
 FE0690
 FE0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE431804(NAD 83)
 FE0690_MARKER: DB = BENCH MARK DISK
 FE0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0690_STAMPING: L 174 1948
 FE0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0690+STABILITY: SURFACE MOTION
 FE0690
 FE0690  HISTORY     - Date     Condition        Report By
 FE0690  HISTORY     - 1948     MONUMENTED       CGS
 FE0690  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0690
 FE0690                          STATION DESCRIPTION
 FE0690
 FE0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0690'2.8 MI NE FROM MILAN.
 FE0690'ABOUT 0.55 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0690'RAILROAD FROM THE STATION AT MILAN, THENCE ABOUT 2.2 MILES NORTH
 FE0690'ALONG A GRAVEL ROAD TO MILAN MUNICIPAL AIRPORT, AT THE EAST SIDE
 FE0690'OF THE AIRPORT, 56 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 FE0690'ROAD, 5.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 FE0690'CONCRETE TILE SHOP BUILDING, 61 FEET NORTHEAST OF THE SOUTHEAST
 FE0690'CORNER OF A TIN HANGAR BUILDING, 1.5 FEET NORTH OF A WHITE
 FE0690'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 FE0690'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE0690
 FE0690                          STATION RECOVERY (2002)
 FE0690
 FE0690'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0690'SUSPECTED DESTROYED, OLD AIRFIELD NOW ABANDONED AND CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1227 ***********************************************************************
 FD1227  DESIGNATION -  L 175
 FD1227  PID         -  FD1227
 FD1227  STATE/COUNTY-  TN/LEWIS
 FD1227  USGS QUAD   -  HOHENWALD (1991)
 FD1227
 FD1227                         *CURRENT SURVEY CONTROL
 FD1227  ___________________________________________________________________
 FD1227* NAD 83(1986)-  35 33 05.     (N)    087 35 41.     (W)     SCALED    
 FD1227* NAVD 88     -       294.316  (meters)     965.60   (feet)  ADJUSTED  
 FD1227  ___________________________________________________________________
 FD1227  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FD1227  DYNAMIC HT  -         294.043 (meters)     964.71  (feet)  COMP
 FD1227  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD1227
 FD1227  VERT ORDER  -  FIRST     CLASS II
 FD1227
 FD1227.This mark is at John A Baker Field Airport (0M3)
 FD1227
 FD1227.The horizontal coordinates were scaled from a topographic map and have
 FD1227.an estimated accuracy of +/- 6 seconds.
 FD1227
 FD1227.The orthometric height was determined by differential leveling
 FD1227.and adjusted by the National Geodetic Survey in June 1991..
 FD1227
 FD1227.The geoid height was determined by GEOID03.
 FD1227
 FD1227.The dynamic height is computed by dividing the NAVD 88
 FD1227.geopotential number by the normal gravity value computed on the
 FD1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1227.degrees latitude (g = 980.6199 gals.).
 FD1227
 FD1227.The modeled gravity was interpolated from observed gravity values.
 FD1227
 FD1227;                    North         East    Units  Estimated Accuracy
 FD1227;SPC TN       -   136,320.      455,420.      MT  (+/- 180 meters Scaled)
 FD1227
 FD1227                          SUPERSEDED SURVEY CONTROL
 FD1227
 FD1227  NGVD 29 (??/??/92)  294.292  (m)          965.52   (f) ADJ UNCH    1 2
 FD1227
 FD1227.Superseded values are not recommended for survey control.
 FD1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1227.See file dsdata.txt to determine how the superseded data were derived.
 FD1227
 FD1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE460343(NAD 83)
 FD1227_MARKER: DB = BENCH MARK DISK
 FD1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1227_STAMPING: L 175 1949
 FD1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1227+STABILITY: SURFACE MOTION
 FD1227
 FD1227  HISTORY     - Date     Condition        Report By
 FD1227  HISTORY     - 1949     MONUMENTED       CGS
 FD1227  HISTORY     - 1953     GOOD             NGS
 FD1227
 FD1227                          STATION DESCRIPTION
 FD1227
 FD1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1227'2.4 MI W FROM HOHENWALD.
 FD1227'ABOUT 2.45 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1227'NATIONAL BANK AT HOHENWALD, AT THE NORTHEAST CORNER OF AN
 FD1227'AIRPORT ( LEWIS COUNTY ), 44 FEET SOUTH OF THE CENTER LINE
 FD1227'OF THE HIGHWAY, 41 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 FD1227'AIRPORT, 34 FEET WEST OF A HEDGE ROW RUNNING SOUTH, 2 FEET WEST
 FD1227'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 FD1227'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FD1227
 FD1227                          STATION RECOVERY (1953)
 FD1227
 FD1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0876 ***********************************************************************
 FD0876  DESIGNATION -  L 176
 FD0876  PID         -  FD0876
 FD0876  STATE/COUNTY-  TN/LAWRENCE
 FD0876  USGS QUAD   -  SUMMERTOWN (1976)
 FD0876
 FD0876                         *CURRENT SURVEY CONTROL
 FD0876  ___________________________________________________________________
 FD0876* NAD 83(1986)-  35 27 08.     (N)    087 21 16.     (W)     SCALED    
 FD0876* NAVD 88     -       318.285  (meters)    1044.24   (feet)  ADJUSTED  
 FD0876  ___________________________________________________________________
 FD0876  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0876  DYNAMIC HT  -         317.991 (meters)    1043.28  (feet)  COMP
 FD0876  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 FD0876
 FD0876  VERT ORDER  -  FIRST     CLASS II
 FD0876
 FD0876.The horizontal coordinates were scaled from a topographic map and have
 FD0876.an estimated accuracy of +/- 6 seconds.
 FD0876
 FD0876.The orthometric height was determined by differential leveling
 FD0876.and adjusted by the National Geodetic Survey in June 1991..
 FD0876
 FD0876.The geoid height was determined by GEOID03.
 FD0876
 FD0876.The dynamic height is computed by dividing the NAVD 88
 FD0876.geopotential number by the normal gravity value computed on the
 FD0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0876.degrees latitude (g = 980.6199 gals.).
 FD0876
 FD0876.The modeled gravity was interpolated from observed gravity values.
 FD0876
 FD0876;                    North         East    Units  Estimated Accuracy
 FD0876;SPC TN       -   124,990.      477,050.      MT  (+/- 180 meters Scaled)
 FD0876
 FD0876                          SUPERSEDED SURVEY CONTROL
 FD0876
 FD0876  NGVD 29 (??/??/92)  318.256  (m)         1044.14   (f) ADJ UNCH    1 2
 FD0876
 FD0876.Superseded values are not recommended for survey control.
 FD0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0876.See file dsdata.txt to determine how the superseded data were derived.
 FD0876
 FD0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE678232(NAD 83)
 FD0876_MARKER: DB = BENCH MARK DISK
 FD0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0876_STAMPING: L 176 1949
 FD0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0876+STABILITY: SURFACE MOTION
 FD0876
 FD0876  HISTORY     - Date     Condition        Report By
 FD0876  HISTORY     - 1949     MONUMENTED       CGS
 FD0876  HISTORY     - 1973     MARK NOT FOUND   TVA
 FD0876
 FD0876                          STATION DESCRIPTION
 FD0876
 FD0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0876'4.1 MI NW FROM SUMMERTOWN.
 FD0876'ABOUT 4.1 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 FD0876'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND STATION
 FD0876'AT SUMMERTOWN, ABOUT 100 YARDS NORTHWEST OF THE CENTER OF A
 FD0876'SHARP CURVE WITH TANGENTS NORTHEAST AND NORTHWEST, 54 FEET
 FD0876'SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST TANGENT OF THE
 FD0876'HIGHWAY, 53 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL LEADING
 FD0876'SOUTHWEST, 10 FEET EAST OF A TWIN 6-INCH OAK TREE, 2 FEET
 FD0876'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FD0876'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FD0876'INCHES.  NOTE-- MARK IS IN LAWRENCE COUNTY, HIGHWAY PASSES
 FD0876'THRU LEWIS COUNTY, THENCE SOUTHEAST INTO LAWRENCE COUNTY.
 FD0876
 FD0876                          STATION RECOVERY (1973)
 FD0876
 FD0876'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0289 ***********************************************************************
 GD0289  DESIGNATION -  L 177
 GD0289  PID         -  GD0289
 GD0289  STATE/COUNTY-  TN/WEAKLEY
 GD0289  USGS QUAD   -  DRESDEN (1981)
 GD0289
 GD0289                         *CURRENT SURVEY CONTROL
 GD0289  ___________________________________________________________________
 GD0289* NAD 83(1986)-  36 17 28.     (N)    088 42 05.     (W)     SCALED    
 GD0289* NAVD 88     -       127.183  (meters)     417.27   (feet)  ADJUSTED  
 GD0289  ___________________________________________________________________
 GD0289  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0289  DYNAMIC HT  -         127.079 (meters)     416.93  (feet)  COMP
 GD0289  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GD0289
 GD0289  VERT ORDER  -  FIRST     CLASS II
 GD0289
 GD0289.The horizontal coordinates were scaled from a topographic map and have
 GD0289.an estimated accuracy of +/- 6 seconds.
 GD0289
 GD0289.The orthometric height was determined by differential leveling
 GD0289.and adjusted by the National Geodetic Survey in June 1991..
 GD0289
 GD0289.The geoid height was determined by GEOID03.
 GD0289
 GD0289.The dynamic height is computed by dividing the NAVD 88
 GD0289.geopotential number by the normal gravity value computed on the
 GD0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0289.degrees latitude (g = 980.6199 gals.).
 GD0289
 GD0289.The modeled gravity was interpolated from observed gravity values.
 GD0289
 GD0289;                    North         East    Units  Estimated Accuracy
 GD0289;SPC TN       -   220,570.      357,370.      MT  (+/- 180 meters Scaled)
 GD0289
 GD0289                          SUPERSEDED SURVEY CONTROL
 GD0289
 GD0289  NGVD 29 (??/??/??)  127.209  (m)          417.35   (f) ADJUSTED    1 2
 GD0289
 GD0289.Superseded values are not recommended for survey control.
 GD0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0289.See file dsdata.txt to determine how the superseded data were derived.
 GD0289
 GD0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF472175(NAD 83)
 GD0289_MARKER: DB = BENCH MARK DISK
 GD0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0289_SP_SET: CULVERT
 GD0289_STAMPING: L 177 1949
 GD0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0289+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 GD0289
 GD0289  HISTORY     - Date     Condition        Report By
 GD0289  HISTORY     - 1949     MONUMENTED       CGS
 GD0289  HISTORY     - 1967     GOOD             CGS
 GD0289  HISTORY     - 20020827 GOOD             USACE
 GD0289
 GD0289                          STATION DESCRIPTION
 GD0289
 GD0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0289'AT DRESDEN.
 GD0289'AT DRESDEN, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 54 FROM THE
 GD0289'COURT HOUSE, AT THE JUNCTION OF STATE HIGHWAY 89 LEADING
 GD0289'NORTHEAST, SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL
 GD0289'OF A 6-FOOT CONCRETE CULVERT UNDER THE HIGHWAY JUNCTION, 34 FEET
 GD0289'SOUTH OF THE CENTER LINE OF HIGHWAY 54 AND ABOUT 1 FOOT BELOW
 GD0289'THE JUNCTION.
 GD0289
 GD0289                          STATION RECOVERY (1967)
 GD0289
 GD0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0289'RECOVERED IN GOOD CONDITION.
 GD0289
 GD0289                          STATION RECOVERY (2002)
 GD0289
 GD0289'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0200 ***********************************************************************
 FD0200  DESIGNATION -  L 178
 FD0200  PID         -  FD0200
 FD0200  STATE/COUNTY-  TN/FRANKLIN
 FD0200  USGS QUAD   -  BEANS CREEK (1975)
 FD0200
 FD0200                         *CURRENT SURVEY CONTROL
 FD0200  ___________________________________________________________________
 FD0200* NAD 83(1986)-  35 06 09.     (N)    086 12 57.     (W)     SCALED    
 FD0200* NAVD 88     -       282.145  (meters)     925.67   (feet)  ADJUSTED  
 FD0200  ___________________________________________________________________
 FD0200  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FD0200  DYNAMIC HT  -         281.867 (meters)     924.76  (feet)  COMP
 FD0200  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 FD0200
 FD0200  VERT ORDER  -  FIRST     CLASS II
 FD0200
 FD0200.The horizontal coordinates were scaled from a topographic map and have
 FD0200.an estimated accuracy of +/- 6 seconds.
 FD0200
 FD0200.The orthometric height was determined by differential leveling
 FD0200.and adjusted by the National Geodetic Survey in June 1991..
 FD0200
 FD0200.The geoid height was determined by GEOID03.
 FD0200
 FD0200.The dynamic height is computed by dividing the NAVD 88
 FD0200.geopotential number by the normal gravity value computed on the
 FD0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0200.degrees latitude (g = 980.6199 gals.).
 FD0200
 FD0200.The modeled gravity was interpolated from observed gravity values.
 FD0200
 FD0200;                    North         East    Units  Estimated Accuracy
 FD0200;SPC TN       -    85,360.      580,320.      MT  (+/- 180 meters Scaled)
 FD0200
 FD0200                          SUPERSEDED SURVEY CONTROL
 FD0200
 FD0200  NGVD 29 (??/??/92)  282.110  (m)          925.56   (f) ADJ UNCH    1 2
 FD0200
 FD0200.Superseded values are not recommended for survey control.
 FD0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0200.See file dsdata.txt to determine how the superseded data were derived.
 FD0200
 FD0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED714846(NAD 83)
 FD0200_MARKER: DB = BENCH MARK DISK
 FD0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0200_SP_SET: ABUTMENT
 FD0200_STAMPING: L 178 1949
 FD0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0200
 FD0200  HISTORY     - Date     Condition        Report By
 FD0200  HISTORY     - 1949     MONUMENTED       CGS
 FD0200
 FD0200                          STATION DESCRIPTION
 FD0200
 FD0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0200'0.8 MI NE FROM MAXWELL.
 FD0200'0.85 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0200'RAILWAY FROM THE STATION AT MAXWELL, ABOUT 0.15 MILE SOUTHWEST
 FD0200'OF MILE POST 11, SET IN THE TOP OF THE NORTHWEST END OF THE
 FD0200'SOUTHWEST ABUTMENT OF RAILWAY BRIDGE NO. 11.2, 8.3 FEET NORTHWEST
 FD0200'OF THE NORTHWEST RAIL AND ABOUT 4 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0173 ***********************************************************************
 FD0173  DESIGNATION -  L 179
 FD0173  PID         -  FD0173
 FD0173  STATE/COUNTY-  TN/LINCOLN
 FD0173  USGS QUAD   -  MULBERRY (1972)
 FD0173
 FD0173                         *CURRENT SURVEY CONTROL
 FD0173  ___________________________________________________________________
 FD0173* NAD 83(1986)-  35 07 40.     (N)    086 28 14.     (W)     SCALED    
 FD0173* NAVD 88     -       223.111  (meters)     731.99   (feet)  ADJUSTED  
 FD0173  ___________________________________________________________________
 FD0173  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD0173  DYNAMIC HT  -         222.901 (meters)     731.30  (feet)  COMP
 FD0173  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 FD0173
 FD0173  VERT ORDER  -  FIRST     CLASS II
 FD0173
 FD0173.The horizontal coordinates were scaled from a topographic map and have
 FD0173.an estimated accuracy of +/- 6 seconds.
 FD0173
 FD0173.The orthometric height was determined by differential leveling
 FD0173.and adjusted by the National Geodetic Survey in June 1991..
 FD0173
 FD0173.The geoid height was determined by GEOID03.
 FD0173
 FD0173.The dynamic height is computed by dividing the NAVD 88
 FD0173.geopotential number by the normal gravity value computed on the
 FD0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0173.degrees latitude (g = 980.6199 gals.).
 FD0173
 FD0173.The modeled gravity was interpolated from observed gravity values.
 FD0173
 FD0173;                    North         East    Units  Estimated Accuracy
 FD0173;SPC TN       -    88,250.      557,110.      MT  (+/- 180 meters Scaled)
 FD0173
 FD0173                          SUPERSEDED SURVEY CONTROL
 FD0173
 FD0173  NGVD 29 (??/??/92)  223.088  (m)          731.91   (f) ADJ UNCH    1 2
 FD0173
 FD0173.Superseded values are not recommended for survey control.
 FD0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0173.See file dsdata.txt to determine how the superseded data were derived.
 FD0173
 FD0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED482873(NAD 83)
 FD0173_MARKER: DB = BENCH MARK DISK
 FD0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0173_SP_SET: CULVERT
 FD0173_STAMPING: L 179 1949
 FD0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0173+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001
 FD0173
 FD0173  HISTORY     - Date     Condition        Report By
 FD0173  HISTORY     - 1949     MONUMENTED       CGS
 FD0173  HISTORY     - 20010731 GOOD             TNDT
 FD0173
 FD0173                          STATION DESCRIPTION
 FD0173
 FD0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0173'0.2 MI NW FROM KELSO.
 FD0173'0.25 MILE NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0173'LOUIS RAILWAY FROM THE STATION AT KELSO, ABOUT 100 FEET SOUTHEAST
 FD0173'OF THE CENTER OF A ROAD CROSSING, ACROSS A ROAD PARALLELING
 FD0173'THE TRACK FROM A CEMETERY, SET IN THE TOP OF THE SOUTHEAST END
 FD0173'OF THE NORTHEAST CONCRETE HEAD WALL OF A 5-FOOT CONCRETE CULVERT,
 FD0173'12 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 2 1/2 FEET
 FD0173'BELOW THE TRACK.
 FD0173
 FD0173                          STATION RECOVERY (2001)
 FD0173
 FD0173'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0223 ***********************************************************************
 GD0223  DESIGNATION -  L 18
 GD0223  PID         -  GD0223
 GD0223  STATE/COUNTY-  TN/HENRY
 GD0223  USGS QUAD   -  PARIS (1986)
 GD0223
 GD0223                         *CURRENT SURVEY CONTROL
 GD0223  ___________________________________________________________________
 GD0223* NAD 83(1986)-  36 17 45.     (N)    088 19 27.     (W)     SCALED    
 GD0223* NAVD 88     -       161.049  (meters)     528.37   (feet)  ADJUSTED  
 GD0223  ___________________________________________________________________
 GD0223  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0223  DYNAMIC HT  -         160.917 (meters)     527.94  (feet)  COMP
 GD0223  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GD0223
 GD0223  VERT ORDER  -  FIRST     CLASS II
 GD0223
 GD0223.The horizontal coordinates were scaled from a topographic map and have
 GD0223.an estimated accuracy of +/- 6 seconds.
 GD0223
 GD0223.The orthometric height was determined by differential leveling
 GD0223.and adjusted by the National Geodetic Survey in June 1991..
 GD0223
 GD0223.The geoid height was determined by GEOID03.
 GD0223
 GD0223.The dynamic height is computed by dividing the NAVD 88
 GD0223.geopotential number by the normal gravity value computed on the
 GD0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0223.degrees latitude (g = 980.6199 gals.).
 GD0223
 GD0223.The modeled gravity was interpolated from observed gravity values.
 GD0223
 GD0223;                    North         East    Units  Estimated Accuracy
 GD0223;SPC TN       -   220,220.      391,250.      MT  (+/- 180 meters Scaled)
 GD0223
 GD0223                          SUPERSEDED SURVEY CONTROL
 GD0223
 GD0223  NGVD 29 (??/??/??)  161.086  (m)          528.50   (f) ADJUSTED    1 2
 GD0223
 GD0223.Superseded values are not recommended for survey control.
 GD0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0223.See file dsdata.txt to determine how the superseded data were derived.
 GD0223
 GD0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF811175(NAD 83)
 GD0223_MARKER: DB = BENCH MARK DISK
 GD0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0223_STAMPING: 582.723 L 18 1934
 GD0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0223+STABILITY: SURFACE MOTION
 GD0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0223+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0223
 GD0223  HISTORY     - Date     Condition        Report By
 GD0223  HISTORY     - 1934     MONUMENTED       CGS
 GD0223  HISTORY     - 1935     GOOD             CGS
 GD0223  HISTORY     - 1971     GOOD             NGS
 GD0223  HISTORY     - 20040508 GOOD             USACE
 GD0223
 GD0223                          STATION DESCRIPTION
 GD0223
 GD0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0223'0.6 MI SE FROM PARIS.
 GD0223'0.6 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0223'RAILWAY FROM THE STATION AT PARIS, HENRY COUNTY, AT THE CROSSING
 GD0223'OF DUNLAP STREET, 20.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 11
 GD0223'FEET NORTHWEST OF THE NORTHWEST CURB OF THE STREET, 14 FEET
 GD0223'WEST OF THE WEST CORNER OF A CROSSING-SIGNAL BASE, 3 FEET NORTHWEST
 GD0223'OF THE NORTHWEST EDGE OF THE SIDEWALK ALONG THE STREET, 2 FEET
 GD0223'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 GD0223'WALK.  A STANDARD DISK, STAMPED 582.723 L 18 1934 AND SET IN THE
 GD0223'TOP OF A CONCRETE POST.
 GD0223
 GD0223                          STATION RECOVERY (1971)
 GD0223
 GD0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0223'RECOVERED IN GOOD CONDITION.
 GD0223
 GD0223                          STATION RECOVERY (2004)
 GD0223
 GD0223'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0313 ***********************************************************************
 FD0313  DESIGNATION -  L 180
 FD0313  PID         -  FD0313
 FD0313  STATE/COUNTY-  TN/MARSHALL
 FD0313  USGS QUAD   -  PETERSBURG (1980)
 FD0313
 FD0313                         *CURRENT SURVEY CONTROL
 FD0313  ___________________________________________________________________
 FD0313* NAD 83(1986)-  35 22 29.     (N)    086 41 11.     (W)     SCALED    
 FD0313* NAVD 88     -       254.326  (meters)     834.40   (feet)  ADJUSTED  
 FD0313  ___________________________________________________________________
 FD0313  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0313  DYNAMIC HT  -         254.091 (meters)     833.63  (feet)  COMP
 FD0313  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 FD0313
 FD0313  VERT ORDER  -  FIRST     CLASS II
 FD0313
 FD0313.The horizontal coordinates were scaled from a topographic map and have
 FD0313.an estimated accuracy of +/- 6 seconds.
 FD0313
 FD0313.The orthometric height was determined by differential leveling
 FD0313.and adjusted by the National Geodetic Survey in June 1991..
 FD0313
 FD0313.The geoid height was determined by GEOID03.
 FD0313
 FD0313.The dynamic height is computed by dividing the NAVD 88
 FD0313.geopotential number by the normal gravity value computed on the
 FD0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0313.degrees latitude (g = 980.6199 gals.).
 FD0313
 FD0313.The modeled gravity was interpolated from observed gravity values.
 FD0313
 FD0313;                    North         East    Units  Estimated Accuracy
 FD0313;SPC TN       -   115,760.      537,630.      MT  (+/- 180 meters Scaled)
 FD0313
 FD0313                          SUPERSEDED SURVEY CONTROL
 FD0313
 FD0313  NGVD 29 (??/??/92)  254.297  (m)          834.31   (f) ADJ UNCH    1 2
 FD0313
 FD0313.Superseded values are not recommended for survey control.
 FD0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0313.See file dsdata.txt to determine how the superseded data were derived.
 FD0313
 FD0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE284146(NAD 83)
 FD0313_MARKER: DB = BENCH MARK DISK
 FD0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0313_STAMPING: L 180 1949
 FD0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0313+STABILITY: SURFACE MOTION
 FD0313
 FD0313  HISTORY     - Date     Condition        Report By
 FD0313  HISTORY     - 1949     MONUMENTED       CGS
 FD0313
 FD0313                          STATION DESCRIPTION
 FD0313
 FD0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0313'5.2 MI NW FROM PETERSBURG.
 FD0313'5.25 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0313'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT A ROAD CROSSING,
 FD0313'122 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM POLE NO. 57/11,
 FD0313'39 FEET SOUTH AND ACROSS ROAD FROM THE SOUTH END OF THE EAST HEAD
 FD0313'WALL OF A 5-FOOT CONCRETE CULVERT UNDER TRACKS, 25 1/2 FEET SOUTH
 FD0313'THE CENTER LINE OF THE ROAD, 16 1/2 FEET EAST OF THE EAST RAIL,
 FD0313'17 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE,
 FD0313'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 FD0313'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0313'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0186 ***********************************************************************
 GD0186  DESIGNATION -  L 181
 GD0186  PID         -  GD0186
 GD0186  STATE/COUNTY-  TN/HENRY
 GD0186  USGS QUAD   -  PARIS (1986)
 GD0186
 GD0186                         *CURRENT SURVEY CONTROL
 GD0186  ___________________________________________________________________
 GD0186* NAD 83(1986)-  36 19 28.     (N)    088 20 43.     (W)     SCALED    
 GD0186* NAVD 88     -       187.645  (meters)     615.63   (feet)  ADJUSTED  
 GD0186  ___________________________________________________________________
 GD0186  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0186  DYNAMIC HT  -         187.491 (meters)     615.13  (feet)  COMP
 GD0186  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GD0186
 GD0186  VERT ORDER  -  FIRST     CLASS II
 GD0186
 GD0186.The horizontal coordinates were scaled from a topographic map and have
 GD0186.an estimated accuracy of +/- 6 seconds.
 GD0186
 GD0186.The orthometric height was determined by differential leveling
 GD0186.and adjusted by the National Geodetic Survey in June 1991..
 GD0186
 GD0186.The geoid height was determined by GEOID03.
 GD0186
 GD0186.The dynamic height is computed by dividing the NAVD 88
 GD0186.geopotential number by the normal gravity value computed on the
 GD0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0186.degrees latitude (g = 980.6199 gals.).
 GD0186
 GD0186.The modeled gravity was interpolated from observed gravity values.
 GD0186
 GD0186;                    North         East    Units  Estimated Accuracy
 GD0186;SPC TN       -   223,440.      389,430.      MT  (+/- 180 meters Scaled)
 GD0186
 GD0186                          SUPERSEDED SURVEY CONTROL
 GD0186
 GD0186  NGVD 29 (??/??/??)  187.685  (m)          615.76   (f) ADJUSTED    1 2
 GD0186
 GD0186.Superseded values are not recommended for survey control.
 GD0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0186.See file dsdata.txt to determine how the superseded data were derived.
 GD0186
 GD0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF792207(NAD 83)
 GD0186_MARKER: DB = BENCH MARK DISK
 GD0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0186_STAMPING: L 181 1949
 GD0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0186+STABILITY: SURFACE MOTION
 GD0186
 GD0186  HISTORY     - Date     Condition        Report By
 GD0186  HISTORY     - 1949     MONUMENTED       CGS
 GD0186  HISTORY     - 1968     GOOD             CGS
 GD0186  HISTORY     - 1971     GOOD             NGS
 GD0186
 GD0186                          STATION DESCRIPTION
 GD0186
 GD0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0186'2.4 MI NW FROM PARIS.
 GD0186'THE MARK IS ABOUT 2.35 MILES NORTHWEST ALONG STATE ROUTE 69 FROM
 GD0186'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0186'PARIS, 62 FEET SOUTHEAST OF A POWERLINE TRANSFORMER POLE, 31
 GD0186'FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 69, 24
 GD0186'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 3.5
 GD0186'FEET SOUTHWEST OF A FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS
 GD0186'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD0186'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GD0186'DISK IS STAMPED L 181 1949.  NOTE-- C AND GS POST AND SIGN.
 GD0186
 GD0186                          STATION RECOVERY (1971)
 GD0186
 GD0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1385 ***********************************************************************
 GC1385  DESIGNATION -  L 182
 GC1385  PID         -  GC1385
 GC1385  STATE/COUNTY-  TN/MONTGOMERY
 GC1385  USGS QUAD   -  EXCELL (1983)
 GC1385
 GC1385                         *CURRENT SURVEY CONTROL
 GC1385  ___________________________________________________________________
 GC1385* NAD 83(1986)-  36 29 38.     (N)    087 17 55.     (W)     SCALED    
 GC1385* NAVD 88     -       129.366  (meters)     424.43   (feet)  ADJUSTED  
 GC1385  ___________________________________________________________________
 GC1385  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC1385  DYNAMIC HT  -         129.258 (meters)     424.07  (feet)  COMP
 GC1385  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GC1385
 GC1385  VERT ORDER  -  FIRST     CLASS II
 GC1385
 GC1385.The horizontal coordinates were scaled from a topographic map and have
 GC1385.an estimated accuracy of +/- 6 seconds.
 GC1385
 GC1385.The orthometric height was determined by differential leveling
 GC1385.and adjusted by the National Geodetic Survey in June 1991..
 GC1385
 GC1385.The geoid height was determined by GEOID03.
 GC1385
 GC1385.The dynamic height is computed by dividing the NAVD 88
 GC1385.geopotential number by the normal gravity value computed on the
 GC1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1385.degrees latitude (g = 980.6199 gals.).
 GC1385
 GC1385.The modeled gravity was interpolated from observed gravity values.
 GC1385
 GC1385;                    North         East    Units  Estimated Accuracy
 GC1385;SPC TN       -   240,490.      483,650.      MT  (+/- 180 meters Scaled)
 GC1385
 GC1385                          SUPERSEDED SURVEY CONTROL
 GC1385
 GC1385  NGVD 29 (??/??/92)  129.430  (m)          424.64   (f) ADJ UNCH    1 2
 GC1385
 GC1385.Superseded values are not recommended for survey control.
 GC1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1385.See file dsdata.txt to determine how the superseded data were derived.
 GC1385
 GC1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF732387(NAD 83)
 GC1385_MARKER: DB = BENCH MARK DISK
 GC1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1385_STAMPING: L 182 1949
 GC1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1385+STABILITY: SURFACE MOTION
 GC1385
 GC1385  HISTORY     - Date     Condition        Report By
 GC1385  HISTORY     - 1949     MONUMENTED       CGS
 GC1385  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1385
 GC1385                          STATION DESCRIPTION
 GC1385
 GC1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1385'4.8 MI SE FROM CLARKSVILLE.
 GC1385'4.85 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC1385'STATION AT CLARKSVILLE, 225 YARDS SOUTH OF THE SOUTH END OF
 GC1385'TRESTLE NO. H 51-46, AT A SMALL ROAD CROSSING AND AT THE NORTH
 GC1385'END OF A CUT, 47.5 FEET WEST OF THE WEST RAIL, 12 FEET NORTH OF
 GC1385'THE CENTER LINE OF THE ROAD, 2 FEET EAST OF THE R/W FENCE, 6
 GC1385'FEET NORTH OF THE NORTH POST OF A WIRE GATE, 2 FEET NORTH OF A
 GC1385'WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN
 GC1385'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC1385
 GC1385                          STATION RECOVERY (1984)
 GC1385
 GC1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1385'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1391 ***********************************************************************
 FC1391  DESIGNATION -  L 183
 FC1391  PID         -  FC1391
 FC1391  STATE/COUNTY-  TN/MARION
 FC1391  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1391
 FC1391                         *CURRENT SURVEY CONTROL
 FC1391  ___________________________________________________________________
 FC1391* NAD 83(1986)-  35 00 16.     (N)    085 37 38.     (W)     SCALED    
 FC1391* NAVD 88     -       191.825  (meters)     629.35   (feet)  ADJUSTED  
 FC1391  ___________________________________________________________________
 FC1391  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FC1391  DYNAMIC HT  -         191.638 (meters)     628.73  (feet)  COMP
 FC1391  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FC1391
 FC1391  VERT ORDER  -  FIRST     CLASS II
 FC1391
 FC1391.The horizontal coordinates were scaled from a topographic map and have
 FC1391.an estimated accuracy of +/- 6 seconds.
 FC1391
 FC1391.The orthometric height was determined by differential leveling
 FC1391.and adjusted by the National Geodetic Survey in June 1991..
 FC1391
 FC1391.The geoid height was determined by GEOID03.
 FC1391
 FC1391.The dynamic height is computed by dividing the NAVD 88
 FC1391.geopotential number by the normal gravity value computed on the
 FC1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1391.degrees latitude (g = 980.6199 gals.).
 FC1391
 FC1391.The modeled gravity was interpolated from observed gravity values.
 FC1391
 FC1391;                    North         East    Units  Estimated Accuracy
 FC1391;SPC TN       -    74,530.      634,030.      MT  (+/- 180 meters Scaled)
 FC1391
 FC1391                          SUPERSEDED SURVEY CONTROL
 FC1391
 FC1391  NGVD 29 (??/??/92)  191.824  (m)          629.34   (f) ADJ UNCH    1 2
 FC1391
 FC1391.Superseded values are not recommended for survey control.
 FC1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1391.See file dsdata.txt to determine how the superseded data were derived.
 FC1391
 FC1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD252743(NAD 83)
 FC1391_MARKER: DB = BENCH MARK DISK
 FC1391_SETTING: 66 = SET IN ROCK OUTCROP
 FC1391_SP_SET: ROCK CUT
 FC1391_STAMPING: L 183 1950
 FC1391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1391+STABILITY: POSITION/ELEVATION WELL
 FC1391
 FC1391  HISTORY     - Date     Condition        Report By
 FC1391  HISTORY     - 1950     MONUMENTED       CGS
 FC1391  HISTORY     - 1963     GOOD             NGS
 FC1391
 FC1391                          STATION DESCRIPTION
 FC1391
 FC1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FC1391'5 MI W FROM LADDS.
 FC1391'ABOUT 5.6 MILES NORTHEASTERLY ALONG LOUISVILLE AND NASHVILLE
 FC1391'RAILROAD FROM THE STATION IN BRIDGEPORT, ALABAMA, 5.0 MILES
 FC1391'WESTERLY ALONG SAME FROM THE UNDERPASS OF NO. 156 TENNESSEE
 FC1391'HWY. IN LADDS, ABOUT 0.85 MILE NE FROM MOORES CROSSING, ABOUT
 FC1391'150 YARDS WNW OF WNW END OF LONG R.R. TANGENT ACROSS RIVER FLATS,
 FC1391'ABOUT 10 YARDS E OF THE DEEPEST POINT OF A SIDE-HILL CUT, ABOUT
 FC1391'111 FEET WNW OF NO. 128/10 CREOSOTED TELEPHONE POLE, 11.0 FEET
 FC1391'SE OF SE RAIL OF MAIN LINE DOUBLE TRACKS, 1.4 FEET LOWER THAN
 FC1391'TOP OF SAME, AND A FOOT ABOVE THE BOTTOM OF THE RAILROAD SIDE
 FC1391'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1102 ***********************************************************************
 FC1102  DESIGNATION -  L 184
 FC1102  PID         -  FC1102
 FC1102  STATE/COUNTY-  TN/HAMILTON
 FC1102  USGS QUAD   -  DAISY (1976)
 FC1102
 FC1102                         *CURRENT SURVEY CONTROL
 FC1102  ___________________________________________________________________
 FC1102* NAD 83(1986)-  35 09 25.     (N)    085 13 58.     (W)     SCALED    
 FC1102* NAVD 88     -       205.833  (meters)     675.30   (feet)  ADJUSTED  
 FC1102  ___________________________________________________________________
 FC1102  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1102  DYNAMIC HT  -         205.629 (meters)     674.63  (feet)  COMP
 FC1102  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 FC1102
 FC1102  VERT ORDER  -  FIRST     CLASS II
 FC1102
 FC1102.The horizontal coordinates were scaled from a topographic map and have
 FC1102.an estimated accuracy of +/- 6 seconds.
 FC1102
 FC1102.The orthometric height was determined by differential leveling
 FC1102.and adjusted by the National Geodetic Survey in June 1991..
 FC1102
 FC1102.The geoid height was determined by GEOID03.
 FC1102
 FC1102.The dynamic height is computed by dividing the NAVD 88
 FC1102.geopotential number by the normal gravity value computed on the
 FC1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1102.degrees latitude (g = 980.6199 gals.).
 FC1102
 FC1102.The modeled gravity was interpolated from observed gravity values.
 FC1102
 FC1102;                    North         East    Units  Estimated Accuracy
 FC1102;SPC TN       -    91,650.      669,910.      MT  (+/- 180 meters Scaled)
 FC1102
 FC1102                          SUPERSEDED SURVEY CONTROL
 FC1102
 FC1102  NGVD 29 (??/??/92)  205.877  (m)          675.45   (f) ADJ UNCH    1 2
 FC1102
 FC1102.Superseded values are not recommended for survey control.
 FC1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1102.See file dsdata.txt to determine how the superseded data were derived.
 FC1102
 FC1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD609918(NAD 83)
 FC1102_MARKER: DB = BENCH MARK DISK
 FC1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1102_STAMPING: L 184 1950
 FC1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1102+STABILITY: SURFACE MOTION
 FC1102
 FC1102  HISTORY     - Date     Condition        Report By
 FC1102  HISTORY     - 1950     MONUMENTED       CGS
 FC1102  HISTORY     - 1972     GOOD             TVA
 FC1102  HISTORY     - 19980718 MARK NOT FOUND   USPSQD
 FC1102
 FC1102                          STATION DESCRIPTION
 FC1102
 FC1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1102'1 MI N FROM HIXON.
 FC1102'ABOUT 0.95 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1102'AT HIXON, AT A ROAD CROSSING AND AT THE NORTH END OF A CUT,
 FC1102'58 1/2 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 46 FEET EAST
 FC1102'OF THE EAST RAIL, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 FC1102'53 FEET NORTH OF A POLE, 24 FEET SOUTH-SOUTHWEST OF A FENCE
 FC1102'CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 FC1102'T.V.A. STEEL WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND SET
 FC1102'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC1102
 FC1102                          STATION RECOVERY (1972)
 FC1102
 FC1102'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1102'RECOVERED IN GOOD CONDITION.
 FC1102
 FC1102                          STATION RECOVERY (1998)
 FC1102
 FC1102'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0476 ***********************************************************************
 FD0476  DESIGNATION -  L 185
 FD0476  PID         -  FD0476
 FD0476  STATE/COUNTY-  TN/MAURY
 FD0476  USGS QUAD   -  GLENDALE (1981)
 FD0476
 FD0476                         *CURRENT SURVEY CONTROL
 FD0476  ___________________________________________________________________
 FD0476* NAD 83(1986)-  35 31 33.     (N)    086 54 46.     (W)     SCALED    
 FD0476* NAVD 88     -       206.815  (meters)     678.53   (feet)  ADJUSTED  
 FD0476  ___________________________________________________________________
 FD0476  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0476  DYNAMIC HT  -         206.630 (meters)     677.92  (feet)  COMP
 FD0476  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 FD0476
 FD0476  VERT ORDER  -  FIRST     CLASS II
 FD0476
 FD0476.The horizontal coordinates were scaled from a topographic map and have
 FD0476.an estimated accuracy of +/- 6 seconds.
 FD0476
 FD0476.The orthometric height was determined by differential leveling
 FD0476.and adjusted by the National Geodetic Survey in June 1991..
 FD0476
 FD0476.The geoid height was determined by GEOID03.
 FD0476
 FD0476.The dynamic height is computed by dividing the NAVD 88
 FD0476.geopotential number by the normal gravity value computed on the
 FD0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0476.degrees latitude (g = 980.6199 gals.).
 FD0476
 FD0476.The modeled gravity was interpolated from observed gravity values.
 FD0476
 FD0476;                    North         East    Units  Estimated Accuracy
 FD0476;SPC TN       -   132,690.      517,220.      MT  (+/- 180 meters Scaled)
 FD0476
 FD0476                          SUPERSEDED SURVEY CONTROL
 FD0476
 FD0476  NGVD 29 (??/??/92)  206.798  (m)          678.47   (f) ADJ UNCH    1 2
 FD0476
 FD0476.Superseded values are not recommended for survey control.
 FD0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0476.See file dsdata.txt to determine how the superseded data were derived.
 FD0476
 FD0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE079313(NAD 83)
 FD0476_MARKER: DB = BENCH MARK DISK
 FD0476_SETTING: 66 = SET IN ROCK OUTCROP
 FD0476_SP_SET: ROCK OUTCROP
 FD0476_STAMPING: L 185 1949
 FD0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0476+STABILITY: POSITION/ELEVATION WELL
 FD0476
 FD0476  HISTORY     - Date     Condition        Report By
 FD0476  HISTORY     - 1949     MONUMENTED       CGS
 FD0476
 FD0476                          STATION DESCRIPTION
 FD0476
 FD0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0476'1.6 MI NW FROM BRYANT.
 FD0476'1.65 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0476'SCHOOL AT BRYANT, ABOUT 0.2 MILE NORTHWEST OF PARK STATION SCHOOL
 FD0476'ON NORTHEAST SIDE OF HIGHWAY, ABOUT 0.65 MILE NORTHWEST OF THE
 FD0476'JUNCTION OF A ROAD NORTH, 133 FEET EAST OF THE CENTER OF A CURVE
 FD0476'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 120 FEET WEST OF
 FD0476'THE WEST EDGE OF A CLEARING USED AS A BASEBALL PARK, 64 FEET
 FD0476'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 FD0476'AND A ROAD SOUTHWEST TO A HOUSE, 42 FEET NORTH-NORTHEAST OF THE
 FD0476'CENTER LINE OF THE HIGHWAY, 25 1/2 FEET SOUTHWEST OF A TRIANGULAR
 FD0476'BLAZED 14-INCH CEDAR TREE, 16 FEET NORTH-NORTHEAST OF A FENCE
 FD0476'LINE, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A LARGE
 FD0476'FLAT OUTCROP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0510 ***********************************************************************
 FD0510  DESIGNATION -  L 186
 FD0510  PID         -  FD0510
 FD0510  STATE/COUNTY-  TN/RUTHERFORD
 FD0510  USGS QUAD   -  SMYRNA (1998)
 FD0510
 FD0510                         *CURRENT SURVEY CONTROL
 FD0510  ___________________________________________________________________
 FD0510* NAD 83(1986)-  35 58 05.     (N)    086 30 24.     (W)     SCALED    
 FD0510* NAVD 88     -       163.508  (meters)     536.44   (feet)  ADJUSTED  
 FD0510  ___________________________________________________________________
 FD0510  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0510  DYNAMIC HT  -         163.368 (meters)     535.98  (feet)  COMP
 FD0510  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 FD0510
 FD0510  VERT ORDER  -  FIRST     CLASS II
 FD0510
 FD0510.The horizontal coordinates were scaled from a topographic map and have
 FD0510.an estimated accuracy of +/- 6 seconds.
 FD0510
 FD0510.The orthometric height was determined by differential leveling
 FD0510.and adjusted by the National Geodetic Survey in June 1991..
 FD0510
 FD0510.The geoid height was determined by GEOID03.
 FD0510
 FD0510.The dynamic height is computed by dividing the NAVD 88
 FD0510.geopotential number by the normal gravity value computed on the
 FD0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0510.degrees latitude (g = 980.6199 gals.).
 FD0510
 FD0510.The modeled gravity was interpolated from observed gravity values.
 FD0510
 FD0510;                    North         East    Units  Estimated Accuracy
 FD0510;SPC TN       -   181,490.      554,300.      MT  (+/- 180 meters Scaled)
 FD0510
 FD0510                          SUPERSEDED SURVEY CONTROL
 FD0510
 FD0510  NGVD 29 (??/??/92)  163.527  (m)          536.50   (f) ADJ UNCH    1 2
 FD0510
 FD0510.Superseded values are not recommended for survey control.
 FD0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0510.See file dsdata.txt to determine how the superseded data were derived.
 FD0510
 FD0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE444805(NAD 83)
 FD0510_MARKER: DB = BENCH MARK DISK
 FD0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0510_SP_SET: BRIDGE
 FD0510_STAMPING: L 186 1949
 FD0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0510
 FD0510  HISTORY     - Date     Condition        Report By
 FD0510  HISTORY     - 1949     MONUMENTED       CGS
 FD0510  HISTORY     - 20010226 GOOD             TNDT
 FD0510
 FD0510                          STATION DESCRIPTION
 FD0510
 FD0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0510'1.2 MI SE FROM SMYRNA.
 FD0510'1.25 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA
 FD0510'AND ST. LOUIS RAILWAY FROM THE STATION AT SMYRNA, SET IN THE TOP
 FD0510'OF THE SOUTHWEST WING WALL OF THE SOUTHEAST ABUTMENT OF RAILROAD
 FD0510'BRIDGE NO. 21.3 OVER STEWART CREEK, 5 FEET SOUTHWEST OF THE
 FD0510'SOUTHWEST RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
 FD0510
 FD0510                          STATION RECOVERY (2001)
 FD0510
 FD0510'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0402 ***********************************************************************
 GC0402  DESIGNATION -  L 187
 GC0402  PID         -  GC0402
 GC0402  STATE/COUNTY-  TN/DAVIDSON
 GC0402  USGS QUAD   -  ANTIOCH (1983)
 GC0402
 GC0402                         *CURRENT SURVEY CONTROL
 GC0402  ___________________________________________________________________
 GC0402* NAD 83(1986)-  36 07 03.     (N)    086 41 57.     (W)     SCALED    
 GC0402* NAVD 88     -       166.737  (meters)     547.04   (feet)  ADJUSTED  
 GC0402  ___________________________________________________________________
 GC0402  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0402  DYNAMIC HT  -         166.594 (meters)     546.57  (feet)  COMP
 GC0402  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GC0402
 GC0402  VERT ORDER  -  FIRST     CLASS II
 GC0402
 GC0402.The horizontal coordinates were scaled from a topographic map and have
 GC0402.an estimated accuracy of +/- 6 seconds.
 GC0402
 GC0402.The orthometric height was determined by differential leveling
 GC0402.and adjusted by the National Geodetic Survey in June 1991..
 GC0402
 GC0402.The geoid height was determined by GEOID03.
 GC0402
 GC0402.The dynamic height is computed by dividing the NAVD 88
 GC0402.geopotential number by the normal gravity value computed on the
 GC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0402.degrees latitude (g = 980.6199 gals.).
 GC0402
 GC0402.The modeled gravity was interpolated from observed gravity values.
 GC0402
 GC0402;                    North         East    Units  Estimated Accuracy
 GC0402;SPC TN       -   198,180.      537,060.      MT  (+/- 180 meters Scaled)
 GC0402
 GC0402                          SUPERSEDED SURVEY CONTROL
 GC0402
 GC0402  NGVD 29 (??/??/92)  166.758  (m)          547.11   (f) ADJ UNCH    1 2
 GC0402
 GC0402.Superseded values are not recommended for survey control.
 GC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0402.See file dsdata.txt to determine how the superseded data were derived.
 GC0402
 GC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE270970(NAD 83)
 GC0402_MARKER: DB = BENCH MARK DISK
 GC0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0402_SP_SET: OVERPASS
 GC0402_STAMPING: L 187 1949
 GC0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0402+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 GC0402
 GC0402  HISTORY     - Date     Condition        Report By
 GC0402  HISTORY     - 1949     MONUMENTED       CGS
 GC0402  HISTORY     - 1959     GOOD             NGS
 GC0402  HISTORY     - 20010403 GOOD             NASHAP
 GC0402
 GC0402                          STATION DESCRIPTION
 GC0402
 GC0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0402'6.7 MI E FROM NASHVILLE.
 GC0402'5.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0402'LOUIS RAILWAY FROM THE UNION STATION AT NASHVILLE, THENCE
 GC0402'ABOUT 1.0 MILE NORTHEAST ALONG A SPUR TRACK LEADING TO BERRY
 GC0402'FIELD, SET VERTICALLY IN THE WEST FACE OF THE EAST ABUTMENT
 GC0402'OF U.S. HIGHWAY 70S OVERPASS OVER THE TRACK, 1 1/2 FEET SOUTH
 GC0402'OF THE NORTH END OF THE ABUTMENT, 5 1/2 FEET EAST OF THE EAST
 GC0402'RAIL, AND ABOUT 2 1/2 FEET ABOVE THE TRACK.
 GC0402
 GC0402                          STATION RECOVERY (1959)
 GC0402
 GC0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GC0402'RECOVERED IN GOOD CONDITION.
 GC0402
 GC0402                          STATION RECOVERY (2001)
 GC0402
 GC0402'RECOVERY NOTE BY METRO NASHVILLE APT AUTH 2001 (MDF)
 GC0402'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0377 ***********************************************************************
 GC0377  DESIGNATION -  L 188
 GC0377  PID         -  GC0377
 GC0377  STATE/COUNTY-  TN/DAVIDSON
 GC0377  USGS QUAD   -  SCOTTSBORO (1983)
 GC0377
 GC0377                         *CURRENT SURVEY CONTROL
 GC0377  ___________________________________________________________________
 GC0377* NAD 83(1986)-  36 12 34.     (N)    086 53 05.     (W)     SCALED    
 GC0377* NAVD 88     -       129.523  (meters)     424.94   (feet)  ADJUSTED  
 GC0377  ___________________________________________________________________
 GC0377  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0377  DYNAMIC HT  -         129.411 (meters)     424.58  (feet)  COMP
 GC0377  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GC0377
 GC0377  VERT ORDER  -  FIRST     CLASS II
 GC0377
 GC0377.The horizontal coordinates were scaled from a topographic map and have
 GC0377.an estimated accuracy of +/- 6 seconds.
 GC0377
 GC0377.The orthometric height was determined by differential leveling
 GC0377.and adjusted by the National Geodetic Survey in June 1991..
 GC0377
 GC0377.The geoid height was determined by GEOID03.
 GC0377
 GC0377.The dynamic height is computed by dividing the NAVD 88
 GC0377.geopotential number by the normal gravity value computed on the
 GC0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0377.degrees latitude (g = 980.6199 gals.).
 GC0377
 GC0377.The modeled gravity was interpolated from observed gravity values.
 GC0377
 GC0377;                    North         East    Units  Estimated Accuracy
 GC0377;SPC TN       -   208,510.      520,450.      MT  (+/- 180 meters Scaled)
 GC0377
 GC0377                          SUPERSEDED SURVEY CONTROL
 GC0377
 GC0377  NGVD 29 (??/??/92)  129.553  (m)          425.04   (f) ADJ UNCH    1 2
 GC0377
 GC0377.Superseded values are not recommended for survey control.
 GC0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0377.See file dsdata.txt to determine how the superseded data were derived.
 GC0377
 GC0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF103071(NAD 83)
 GC0377_MARKER: DB = BENCH MARK DISK
 GC0377_SETTING: 66 = SET IN ROCK OUTCROP
 GC0377_SP_SET: ROCK OUTCROP
 GC0377_STAMPING: L 188 1949
 GC0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0377+STABILITY: POSITION/ELEVATION WELL
 GC0377
 GC0377  HISTORY     - Date     Condition        Report By
 GC0377  HISTORY     - 1949     MONUMENTED       CGS
 GC0377  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0377
 GC0377                          STATION DESCRIPTION
 GC0377
 GC0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0377'5.6 MI NW FROM NASHVILLE.
 GC0377'5.6 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0377'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, ABOUT 1.05 MILES
 GC0377'NORTHWEST OF THE MAIN CROSSROAD AT JORDONIA, ABOUT 0.1 MILE WEST OF
 GC0377'A ROAD CROSSING, SET IN THE TOP OF AN OUTCROPPING LIMESTONE ROCK,
 GC0377'142 1/2 FEET NORTHEAST OF A SWITCH TO A SIDING, 45 FEET NORTH OF
 GC0377'THE NORTH RAIL OF THE MAIN TRACK, 37 1/2 FEET WEST OF THE SOUTHWEST
 GC0377'CORNER OF A CONCRETE BLOCK WALL AT WEST END OF A ROCK CRUSHER,
 GC0377'37 1/2 FEET SOUTH OF A 24-INCH HACKBERRY TREE, AND ABOUT 6 FEET
 GC0377'ABOVE THE TRACK.
 GC0377
 GC0377                          STATION RECOVERY (1984)
 GC0377
 GC0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0377'SEARCHED FOR BUT NOT RECOVERED, LOTS OF ROCKS TAKEN FROM THE AREA,
 GC0377'LOOKS LIKE A ROCK PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1931 ***********************************************************************
 FB1931  DESIGNATION -  L 189
 FB1931  PID         -  FB1931
 FB1931  STATE/COUNTY-  TN/KNOX
 FB1931  USGS QUAD   -  KNOXVILLE (1978)
 FB1931
 FB1931                         *CURRENT SURVEY CONTROL
 FB1931  ___________________________________________________________________
 FB1931* NAD 83(1986)-  35 59 40.     (N)    083 57 03.     (W)     SCALED    
 FB1931* NAVD 88     -       298.753  (meters)     980.16   (feet)  ADJUSTED  
 FB1931  ___________________________________________________________________
 FB1931  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1931  DYNAMIC HT  -         298.476 (meters)     979.25  (feet)  COMP
 FB1931  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FB1931
 FB1931  VERT ORDER  -  FIRST     CLASS II
 FB1931
 FB1931.The horizontal coordinates were scaled from a topographic map and have
 FB1931.an estimated accuracy of +/- 6 seconds.
 FB1931
 FB1931.The orthometric height was determined by differential leveling
 FB1931.and adjusted by the National Geodetic Survey in June 1991..
 FB1931
 FB1931.The geoid height was determined by GEOID03.
 FB1931
 FB1931.The dynamic height is computed by dividing the NAVD 88
 FB1931.geopotential number by the normal gravity value computed on the
 FB1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1931.degrees latitude (g = 980.6199 gals.).
 FB1931
 FB1931.The modeled gravity was interpolated from observed gravity values.
 FB1931
 FB1931;                    North         East    Units  Estimated Accuracy
 FB1931;SPC TN       -   186,230.      784,750.      MT  (+/- 180 meters Scaled)
 FB1931
 FB1931                          SUPERSEDED SURVEY CONTROL
 FB1931
 FB1931  NGVD 29 (??/??/92)  298.883  (m)          980.59   (f) ADJ UNCH    1 2
 FB1931
 FB1931.Superseded values are not recommended for survey control.
 FB1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1931.See file dsdata.txt to determine how the superseded data were derived.
 FB1931
 FB1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339873(NAD 83)
 FB1931_MARKER: DB = BENCH MARK DISK
 FB1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1931_STAMPING: L 189 1950
 FB1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1931+STABILITY: SURFACE MOTION
 FB1931
 FB1931  HISTORY     - Date     Condition        Report By
 FB1931  HISTORY     - 1950     MONUMENTED       CGS
 FB1931  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB1931  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB1931
 FB1931                          STATION DESCRIPTION
 FB1931
 FB1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FB1931'2.8 MI NW FROM KNOXVILLE.
 FB1931'ABOUT 2.85 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FB1931'STATION AT KNOXVILLE, ABOUT 0.15 MILE NORTHWEST OF THE RAILWAY
 FB1931'OVERPASS OVER CENTRAL AVENUE, ABOUT 0.15 MILE SOUTHEAST OF SHARP
 FB1931'GAP, 391 FEET NORTHWEST OF THE NORTHWEST CORNER OF COSTER
 FB1931'STATION, 28 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 FB1931'TRACK, 30 1/2 FEET EAST-SOUTHEAST OF THE NORTHEAST END OF A
 FB1931'36-INCH PIPE CULVERT UNDER TRACK, 7 FEET SOUTHEAST OF A TELEPHONE
 FB1931'POLE, 1 1/2 FEET SOUTHEAST OF A T.V.A. STEEL WITNESS POST, ABOUT
 FB1931'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FB1931'PROJECTING 6 INCHES.
 FB1931
 FB1931                          STATION RECOVERY (1967)
 FB1931
 FB1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB1931'MARK NOT FOUND.
 FB1931
 FB1931                          STATION RECOVERY (1982)
 FB1931
 FB1931'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB1931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0060 ***********************************************************************
 FE0060  DESIGNATION -  L 19
 FE0060  PID         -  FE0060
 FE0060  STATE/COUNTY-  TN/HENDERSON
 FE0060  USGS QUAD   -  CLARKSBURG (1986)
 FE0060
 FE0060                         *CURRENT SURVEY CONTROL
 FE0060  ___________________________________________________________________
 FE0060* NAD 83(1986)-  35 45 48.     (N)    088 22 32.     (W)     SCALED    
 FE0060* NAVD 88     -       145.238  (meters)     476.50   (feet)  ADJUSTED  
 FE0060  ___________________________________________________________________
 FE0060  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0060  DYNAMIC HT  -         145.111 (meters)     476.08  (feet)  COMP
 FE0060  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 FE0060
 FE0060  VERT ORDER  -  FIRST     CLASS II
 FE0060
 FE0060.The horizontal coordinates were scaled from a topographic map and have
 FE0060.an estimated accuracy of +/- 6 seconds.
 FE0060
 FE0060.The orthometric height was determined by differential leveling
 FE0060.and adjusted by the National Geodetic Survey in June 1991..
 FE0060
 FE0060.The geoid height was determined by GEOID03.
 FE0060
 FE0060.The dynamic height is computed by dividing the NAVD 88
 FE0060.geopotential number by the normal gravity value computed on the
 FE0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0060.degrees latitude (g = 980.6199 gals.).
 FE0060
 FE0060.The modeled gravity was interpolated from observed gravity values.
 FE0060
 FE0060;                    North         East    Units  Estimated Accuracy
 FE0060;SPC TN       -   161,260.      385,210.      MT  (+/- 180 meters Scaled)
 FE0060
 FE0060                          SUPERSEDED SURVEY CONTROL
 FE0060
 FE0060  NGVD 29 (??/??/??)  145.259  (m)          476.57   (f) ADJUSTED    1 2
 FE0060
 FE0060.Superseded values are not recommended for survey control.
 FE0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0060.See file dsdata.txt to determine how the superseded data were derived.
 FE0060
 FE0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE756585(NAD 83)
 FE0060_MARKER: DB = BENCH MARK DISK
 FE0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0060_SP_SET: CULVERT
 FE0060_STAMPING: 476.712 L 19 1934
 FE0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0060
 FE0060  HISTORY     - Date     Condition        Report By
 FE0060  HISTORY     - 1934     MONUMENTED       CGS
 FE0060  HISTORY     - 1935     GOOD             CGS
 FE0060  HISTORY     - 1972     GOOD             TVA
 FE0060
 FE0060                          STATION DESCRIPTION
 FE0060
 FE0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0060'1.5 MI S FROM WILDERSVILLE.
 FE0060'1-1/2 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0060'RAILWAY FROM THE STATION AT WILDERSVILLE, HENDERSON COUNTY, 20
 FE0060'POLES SOUTH OF MILEPOST 108, AT A 6-BY 6-FOOT CONCRETE CULVERT,
 FE0060'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 15 INCHES FROM
 FE0060'THE SOUTH EDGE, AND 10 INCHES FROM THE WEST EDGE.  A STANDARD
 FE0060'DISK, STAMPED 476.712 L 19 1934.
 FE0060
 FE0060                          STATION RECOVERY (1972)
 FE0060
 FE0060'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0496 ***********************************************************************
 GB0496  DESIGNATION -  L 190
 GB0496  PID         -  GB0496
 GB0496  STATE/COUNTY-  TN/ANDERSON
 GB0496  USGS QUAD   -  CLINTON (1990)
 GB0496
 GB0496                         *CURRENT SURVEY CONTROL
 GB0496  ___________________________________________________________________
 GB0496* NAD 83(1986)-  36 06 08.     (N)    084 09 19.     (W)     SCALED    
 GB0496* NAVD 88     -       286.219  (meters)     939.04   (feet)  ADJUSTED  
 GB0496  ___________________________________________________________________
 GB0496  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 GB0496  DYNAMIC HT  -         285.959 (meters)     938.18  (feet)  COMP
 GB0496  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 GB0496
 GB0496  VERT ORDER  -  FIRST     CLASS I
 GB0496
 GB0496.The horizontal coordinates were scaled from a topographic map and have
 GB0496.an estimated accuracy of +/- 6 seconds.
 GB0496
 GB0496.The orthometric height was determined by differential leveling
 GB0496.and adjusted by the National Geodetic Survey in June 1991..
 GB0496
 GB0496.The geoid height was determined by GEOID03.
 GB0496
 GB0496.The dynamic height is computed by dividing the NAVD 88
 GB0496.geopotential number by the normal gravity value computed on the
 GB0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0496.degrees latitude (g = 980.6199 gals.).
 GB0496
 GB0496.The modeled gravity was interpolated from observed gravity values.
 GB0496
 GB0496;                    North         East    Units  Estimated Accuracy
 GB0496;SPC TN       -   197,820.      766,100.      MT  (+/- 180 meters Scaled)
 GB0496
 GB0496                          SUPERSEDED SURVEY CONTROL
 GB0496
 GB0496  NGVD 29 (??/??/92)  286.351  (m)          939.47   (f) ADJ UNCH    1 1
 GB0496
 GB0496.Superseded values are not recommended for survey control.
 GB0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0496.See file dsdata.txt to determine how the superseded data were derived.
 GB0496
 GB0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE560990(NAD 83)
 GB0496_MARKER: DB = BENCH MARK DISK
 GB0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0496_STAMPING: L 190 1950
 GB0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0496+STABILITY: SURFACE MOTION
 GB0496
 GB0496  HISTORY     - Date     Condition        Report By
 GB0496  HISTORY     - 1950     MONUMENTED       CGS
 GB0496  HISTORY     - 1967     GOOD             NGS
 GB0496  HISTORY     - 1972     GOOD             TVA
 GB0496
 GB0496                          STATION DESCRIPTION
 GB0496
 GB0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0496'1.7 MI SW FROM CLINTON.
 GB0496'ABOUT 1.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0496'STATION AT CLINTON, ABOUT 0.5 MILE SOUTHWEST OF MILEPOST 22,
 GB0496'ABOUT 0.2 MILE SOUTHEAST OF A RAILWAY OVERPASS OVER A BLACK TOP
 GB0496'ROAD, AT A PRIVATE ROAD CROSSING, 65 FEET NORTHEAST OF THE EAST
 GB0496'CORNER OF A HOUSE, 29.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 GB0496'7 1/21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 GB0496'SOUTH OF A FENCE CORNER POST, 1.2 FEET SOUTH OF A METAL WITNESS
 GB0496'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 GB0496'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 GB0496'THE GROUND.
 GB0496
 GB0496                          STATION RECOVERY (1972)
 GB0496
 GB0496'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0858 ***********************************************************************
 GB0858  DESIGNATION -  L 191
 GB0858  PID         -  GB0858
 GB0858  STATE/COUNTY-  TN/MORGAN
 GB0858  USGS QUAD   -  LANCING (1984)
 GB0858
 GB0858                         *CURRENT SURVEY CONTROL
 GB0858  ___________________________________________________________________
 GB0858* NAD 83(1986)-  36 03 43.     (N)    084 38 40.     (W)     SCALED    
 GB0858* NAVD 88     -       274.019  (meters)     899.01   (feet)  ADJUSTED  
 GB0858  ___________________________________________________________________
 GB0858  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GB0858  DYNAMIC HT  -         273.773 (meters)     898.20  (feet)  COMP
 GB0858  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 GB0858
 GB0858  VERT ORDER  -  FIRST     CLASS I
 GB0858
 GB0858.The horizontal coordinates were scaled from a topographic map and have
 GB0858.an estimated accuracy of +/- 6 seconds.
 GB0858
 GB0858.The orthometric height was determined by differential leveling
 GB0858.and adjusted by the National Geodetic Survey in June 1991..
 GB0858
 GB0858.The geoid height was determined by GEOID03.
 GB0858
 GB0858.The dynamic height is computed by dividing the NAVD 88
 GB0858.geopotential number by the normal gravity value computed on the
 GB0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0858.degrees latitude (g = 980.6199 gals.).
 GB0858
 GB0858.The modeled gravity was interpolated from observed gravity values.
 GB0858
 GB0858;                    North         East    Units  Estimated Accuracy
 GB0858;SPC TN       -   192,630.      722,120.      MT  (+/- 180 meters Scaled)
 GB0858
 GB0858                          SUPERSEDED SURVEY CONTROL
 GB0858
 GB0858  NGVD 29 (??/??/92)  274.136  (m)          899.39   (f) ADJ UNCH    1 1
 GB0858
 GB0858.Superseded values are not recommended for survey control.
 GB0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0858.See file dsdata.txt to determine how the superseded data were derived.
 GB0858
 GB0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE121933(NAD 83)
 GB0858_MARKER: DB = BENCH MARK DISK
 GB0858_SETTING: 66 = SET IN ROCK OUTCROP
 GB0858_SP_SET: ROCK OUTCROP
 GB0858_STAMPING: L 191 1950
 GB0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0858+STABILITY: POSITION/ELEVATION WELL
 GB0858
 GB0858  HISTORY     - Date     Condition        Report By
 GB0858  HISTORY     - 1950     MONUMENTED       CGS
 GB0858  HISTORY     - 1968     GOOD             NGS
 GB0858
 GB0858                          STATION DESCRIPTION
 GB0858
 GB0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0858'5.5 MI S FROM LANCING.
 GB0858'ABOUT 5.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0858'AT LANCING, 0.65 MILE SOUTHEAST OF THE SOUTHEAST END OF TUNNEL
 GB0858'NUMBER 24, 0.3 MILE NORTHWEST OF MILEPOST 247, SET VERTICALLY IN
 GB0858'THE SOUTHWEST FACE OF A ROCK OUTCROP IN THE NORTHEAST BANK OF A CUT
 GB0858'FOR THE RAILROAD, 60 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GB0858'TRACK, 10 1/2 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 1 FOOT
 GB0858'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 6 FEET ABOVE THE LEVEL OF
 GB0858'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0967 ***********************************************************************
 FC0967  DESIGNATION -  L 192
 FC0967  PID         -  FC0967
 FC0967  STATE/COUNTY-  TN/RHEA
 FC0967  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC0967
 FC0967                         *CURRENT SURVEY CONTROL
 FC0967  ___________________________________________________________________
 FC0967* NAD 83(1986)-  35 31 07.     (N)    085 00 04.     (W)     SCALED    
 FC0967* NAVD 88     -       215.501  (meters)     707.02   (feet)  ADJUSTED  
 FC0967  ___________________________________________________________________
 FC0967  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FC0967  DYNAMIC HT  -         215.297 (meters)     706.35  (feet)  COMP
 FC0967  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 FC0967
 FC0967  VERT ORDER  -  FIRST     CLASS II
 FC0967
 FC0967.The horizontal coordinates were scaled from a topographic map and have
 FC0967.an estimated accuracy of +/- 6 seconds.
 FC0967
 FC0967.The orthometric height was determined by differential leveling
 FC0967.and adjusted by the National Geodetic Survey in June 1991..
 FC0967
 FC0967.The geoid height was determined by GEOID03.
 FC0967
 FC0967.The dynamic height is computed by dividing the NAVD 88
 FC0967.geopotential number by the normal gravity value computed on the
 FC0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0967.degrees latitude (g = 980.6199 gals.).
 FC0967
 FC0967.The modeled gravity was interpolated from observed gravity values.
 FC0967
 FC0967;                    North         East    Units  Estimated Accuracy
 FC0967;SPC TN       -   131,970.      690,600.      MT  (+/- 180 meters Scaled)
 FC0967
 FC0967                          SUPERSEDED SURVEY CONTROL
 FC0967
 FC0967  NGVD 29 (??/??/92)  215.579  (m)          707.28   (f) ADJ UNCH    1 2
 FC0967
 FC0967.Superseded values are not recommended for survey control.
 FC0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0967.See file dsdata.txt to determine how the superseded data were derived.
 FC0967
 FC0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE812323(NAD 83)
 FC0967_MARKER: DB = BENCH MARK DISK
 FC0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0967_STAMPING: L 192 1950
 FC0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0967+STABILITY: SURFACE MOTION
 FC0967
 FC0967  HISTORY     - Date     Condition        Report By
 FC0967  HISTORY     - 1950     MONUMENTED       CGS
 FC0967
 FC0967                          STATION DESCRIPTION
 FC0967
 FC0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0967'1.9 MI NE FROM DAYTON.
 FC0967'1.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0967'AT DAYTON, ABOUT 0.15 MILE NORTH OF MILE POST 298, AT A GRAVEL
 FC0967'ROAD CROSSING, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 30
 FC0967'FEET SOUTHWEST OF A FENCE CORNER, 44 FEET SOUTHWEST OF THE
 FC0967'CENTER LINE OF THE ROAD, 86 FEET SOUTH OF THE CENTER OF THE
 FC0967'CROSSING, 11.5 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTHWEST
 FC0967'OF A FENCE LINE, 2 FEET NORTHEAST OF A T.V.A. STEEL WITNESS
 FC0967'POST, ABOUT 5 FEET BELOW THE TOP OF RAIL AND SET IN THE TOP
 FC0967'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0789 ***********************************************************************
 FC0789  DESIGNATION -  L 193
 FC0789  PID         -  FC0789
 FC0789  STATE/COUNTY-  TN/MCMINN
 FC0789  USGS QUAD   -  NIOTA (1990)
 FC0789
 FC0789                         *CURRENT SURVEY CONTROL
 FC0789  ___________________________________________________________________
 FC0789* NAD 83(1986)-  35 36 12.     (N)    084 31 50.     (W)     SCALED    
 FC0789* NAVD 88     -       290.674  (meters)     953.65   (feet)  ADJUSTED  
 FC0789  ___________________________________________________________________
 FC0789  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0789  DYNAMIC HT  -         290.390 (meters)     952.72  (feet)  COMP
 FC0789  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 FC0789
 FC0789  VERT ORDER  -  FIRST     CLASS II
 FC0789
 FC0789.The horizontal coordinates were scaled from a topographic map and have
 FC0789.an estimated accuracy of +/- 6 seconds.
 FC0789
 FC0789.The orthometric height was determined by differential leveling
 FC0789.and adjusted by the National Geodetic Survey in June 1991..
 FC0789
 FC0789.The geoid height was determined by GEOID03.
 FC0789
 FC0789.The dynamic height is computed by dividing the NAVD 88
 FC0789.geopotential number by the normal gravity value computed on the
 FC0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0789.degrees latitude (g = 980.6199 gals.).
 FC0789
 FC0789.The modeled gravity was interpolated from observed gravity values.
 FC0789
 FC0789;                    North         East    Units  Estimated Accuracy
 FC0789;SPC TN       -   141,910.      733,140.      MT  (+/- 180 meters Scaled)
 FC0789
 FC0789                          SUPERSEDED SURVEY CONTROL
 FC0789
 FC0789  NGVD 29 (??/??/92)  290.752  (m)          953.91   (f) ADJ UNCH    1 2
 FC0789
 FC0789.Superseded values are not recommended for survey control.
 FC0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0789.See file dsdata.txt to determine how the superseded data were derived.
 FC0789
 FC0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE236427(NAD 83)
 FC0789_MARKER: DD = SURVEY DISK
 FC0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0789_STAMPING: L 193 1950
 FC0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0789+STABILITY: SURFACE MOTION
 FC0789
 FC0789  HISTORY     - Date     Condition        Report By
 FC0789  HISTORY     - 1950     MONUMENTED       CGS
 FC0789  HISTORY     - 1961     GOOD             NGS
 FC0789
 FC0789                          STATION DESCRIPTION
 FC0789
 FC0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0789'4 MI W FROM SWEETWATER.
 FC0789'4.05 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0789'HIGHWAY 11 AT SWEETWATER, ABOUT 0.65 MILE WEST OF THE JUNCTION OF
 FC0789'A ROAD SOUTH, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A ROAD SOUTH,
 FC0789'50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 168 FEET
 FC0789'NORTHWEST OF THE NORTH END OF A DOUBLE 36-INCH PIPE CULVERT, ABOUT
 FC0789'25 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM THE EAST END OF A
 FC0789'BENCH CUT, 1 1/2 FEET SOUTHWEST OF A T.V.A. STEEL WITNESS POST,
 FC0789'ABOUT 3 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 FC0789'CONCRETE POST PROJECTING 2 INCHES.
 FC0789
 FC0789                          STATION RECOVERY (1961)
 FC0789
 FC0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0656 ***********************************************************************
 FC0656  DESIGNATION -  L 194
 FC0656  PID         -  FC0656
 FC0656  STATE/COUNTY-  TN/ROANE
 FC0656  USGS QUAD   -  ROCKWOOD (1980)
 FC0656
 FC0656                         *CURRENT SURVEY CONTROL
 FC0656  ___________________________________________________________________
 FC0656* NAD 83(1986)-  35 51 51.     (N)    084 41 25.     (W)     SCALED    
 FC0656* NAVD 88     -       265.177  (meters)     870.00   (feet)  ADJUSTED  
 FC0656  ___________________________________________________________________
 FC0656  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0656  DYNAMIC HT  -         264.929 (meters)     869.19  (feet)  COMP
 FC0656  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 FC0656
 FC0656  VERT ORDER  -  FIRST     CLASS II
 FC0656
 FC0656.The horizontal coordinates were scaled from a topographic map and have
 FC0656.an estimated accuracy of +/- 6 seconds.
 FC0656
 FC0656.The orthometric height was determined by differential leveling
 FC0656.and adjusted by the National Geodetic Survey in June 1991..
 FC0656
 FC0656.The geoid height was determined by GEOID03.
 FC0656
 FC0656.The dynamic height is computed by dividing the NAVD 88
 FC0656.geopotential number by the normal gravity value computed on the
 FC0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0656.degrees latitude (g = 980.6199 gals.).
 FC0656
 FC0656.The modeled gravity was interpolated from observed gravity values.
 FC0656
 FC0656;                    North         East    Units  Estimated Accuracy
 FC0656;SPC TN       -   170,640.      718,280.      MT  (+/- 180 meters Scaled)
 FC0656
 FC0656                          SUPERSEDED SURVEY CONTROL
 FC0656
 FC0656  NGVD 29 (??/??/92)  265.280  (m)          870.34   (f) ADJ UNCH    1 2
 FC0656
 FC0656.Superseded values are not recommended for survey control.
 FC0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0656.See file dsdata.txt to determine how the superseded data were derived.
 FC0656
 FC0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE085713(NAD 83)
 FC0656_MARKER: DB = BENCH MARK DISK
 FC0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0656_SP_SET: MONUMENT
 FC0656_STAMPING: L 194 1950
 FC0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0656
 FC0656  HISTORY     - Date     Condition        Report By
 FC0656  HISTORY     - 1950     MONUMENTED       CGS
 FC0656  HISTORY     - 1969     GOOD             NGS
 FC0656  HISTORY     - 1972     GOOD             TVA
 FC0656
 FC0656                          STATION DESCRIPTION
 FC0656
 FC0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FC0656'AT ROCKWOOD.
 FC0656'THE MARK IS NOW LOCATED NEAR THE EXISTING SOUTHERN RAILWAY
 FC0656'STATION, 130 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 FC0656'TRACK, 89 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF FRONT
 FC0656'AVENUE, 83 FEET NORTH OF THE NORTH CORNER OF THE RAILWAY STATION,
 FC0656'29 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF RATHBURN STREET,
 FC0656'11.8 FEET WEST-SOUTHWEST OF A POWERLINE POLE, 4.5 FEET SOUTHWEST
 FC0656'OF A UTILITY POLE, 1.9 FEET SOUTH OF A METAL WITNESS POST AND
 FC0656'SIGN, AND ABOUT LEVEL WITH THE TOP OF A GRAVELED PARKING AREA.
 FC0656'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FC0656'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED L 194 1950.
 FC0656
 FC0656                          STATION RECOVERY (1972)
 FC0656
 FC0656'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0120 ***********************************************************************
 FC0120  DESIGNATION -  L 195
 FC0120  PID         -  FC0120
 FC0120  STATE/COUNTY-  TN/ROANE
 FC0120  USGS QUAD   -  ELVERTON (1990)
 FC0120
 FC0120                         *CURRENT SURVEY CONTROL
 FC0120  ___________________________________________________________________
 FC0120* NAD 83(1986)-  35 58 53.     (N)    084 26 07.     (W)     SCALED    
 FC0120* NAVD 88     -       258.621  (meters)     848.49   (feet)  ADJUSTED  
 FC0120  ___________________________________________________________________
 FC0120  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0120  DYNAMIC HT  -         258.386 (meters)     847.72  (feet)  COMP
 FC0120  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FC0120
 FC0120  VERT ORDER  -  FIRST     CLASS I
 FC0120
 FC0120.The horizontal coordinates were scaled from a topographic map and have
 FC0120.an estimated accuracy of +/- 6 seconds.
 FC0120
 FC0120.The orthometric height was determined by differential leveling
 FC0120.and adjusted by the National Geodetic Survey in June 1991..
 FC0120
 FC0120.The geoid height was determined by GEOID03.
 FC0120
 FC0120.The dynamic height is computed by dividing the NAVD 88
 FC0120.geopotential number by the normal gravity value computed on the
 FC0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0120.degrees latitude (g = 980.6199 gals.).
 FC0120
 FC0120.The modeled gravity was interpolated from observed gravity values.
 FC0120
 FC0120;                    North         East    Units  Estimated Accuracy
 FC0120;SPC TN       -   183,980.      741,100.      MT  (+/- 180 meters Scaled)
 FC0120
 FC0120                          SUPERSEDED SURVEY CONTROL
 FC0120
 FC0120  NGVD 29 (??/??/92)  258.741  (m)          848.89   (f) ADJ UNCH    1 1
 FC0120
 FC0120.Superseded values are not recommended for survey control.
 FC0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0120.See file dsdata.txt to determine how the superseded data were derived.
 FC0120
 FC0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE312849(NAD 83)
 FC0120_MARKER: DB = BENCH MARK DISK
 FC0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0120_STAMPING: L 195 1950
 FC0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0120+STABILITY: SURFACE MOTION
 FC0120
 FC0120  HISTORY     - Date     Condition        Report By
 FC0120  HISTORY     - 1950     MONUMENTED       CGS
 FC0120  HISTORY     - 1967     GOOD             NGS
 FC0120
 FC0120                          STATION DESCRIPTION
 FC0120
 FC0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0120'7 MI SW FROM OLIVER SPRINGS.
 FC0120'ABOUT 7.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0120'STATION AT OLIVER SPRINGS, ABOUT 0.5 MILE SOUTHWEST OF MILEPOST 42,
 FC0120'ABOUT 100 YARDS SOUTH OF A TWO STORY FRAME HOUSE, 25 1/2 FEET
 FC0120'WEST OF AN ABANDONED FARM ROAD CROSSING, 23 FEET SOUTHWEST OF THE
 FC0120'CENTER LINE OF THE ABANDONED ROAD, 10.7 FEET NORTHWEST OF THE
 FC0120'NORTHWEST RAIL, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK
 FC0120'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 FC0120'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0897 ***********************************************************************
 GB0897  DESIGNATION -  L 196
 GB0897  PID         -  GB0897
 GB0897  STATE/COUNTY-  TN/MORGAN
 GB0897  USGS QUAD   -  RUGBY (1984)
 GB0897
 GB0897                         *CURRENT SURVEY CONTROL
 GB0897  ___________________________________________________________________
 GB0897* NAD 83(1986)-  36 15 54.     (N)    084 39 32.     (W)     SCALED    
 GB0897* NAVD 88     -       432.455  (meters)    1418.81   (feet)  ADJUSTED  
 GB0897  ___________________________________________________________________
 GB0897  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB0897  DYNAMIC HT  -         432.076 (meters)    1417.57  (feet)  COMP
 GB0897  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 GB0897
 GB0897  VERT ORDER  -  FIRST     CLASS I
 GB0897
 GB0897.The horizontal coordinates were scaled from a topographic map and have
 GB0897.an estimated accuracy of +/- 6 seconds.
 GB0897
 GB0897.The orthometric height was determined by differential leveling
 GB0897.and adjusted by the National Geodetic Survey in June 1991..
 GB0897
 GB0897.The geoid height was determined by GEOID03.
 GB0897
 GB0897.The dynamic height is computed by dividing the NAVD 88
 GB0897.geopotential number by the normal gravity value computed on the
 GB0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0897.degrees latitude (g = 980.6199 gals.).
 GB0897
 GB0897.The modeled gravity was interpolated from observed gravity values.
 GB0897
 GB0897;                    North         East    Units  Estimated Accuracy
 GB0897;SPC TN       -   215,150.      720,510.      MT  (+/- 180 meters Scaled)
 GB0897
 GB0897                          SUPERSEDED SURVEY CONTROL
 GB0897
 GB0897  NGVD 29 (??/??/92)  432.566  (m)         1419.18   (f) ADJ UNCH    1 1
 GB0897
 GB0897.Superseded values are not recommended for survey control.
 GB0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0897.See file dsdata.txt to determine how the superseded data were derived.
 GB0897
 GB0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF103158(NAD 83)
 GB0897_MARKER: DB = BENCH MARK DISK
 GB0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0897+STABILITY: SURFACE MOTION
 GB0897
 GB0897  HISTORY     - Date     Condition        Report By
 GB0897  HISTORY     - UNK      MONUMENTED       CGS
 GB0897  HISTORY     - 1968     GOOD             NGS
 GB0897
 GB0897                          STATION DESCRIPTION
 GB0897
 GB0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0897'3.2 MI NE FROM SUNBRIGHT.
 GB0897'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0897'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0897'SOUTHERN RAILWAY, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF
 GB0897'THE SOUTHERN RAILWAY, THENCE 2.5 MILES NORTHEAST ALONG THE MAIN
 GB0897'TRACK, THENCE 0.4 MILE SOUTHWEST ALONG AN ABANDONED RAILROAD
 GB0897'GRADE, 0.2 MILE NORTHEAST OF THE NORTHEAST END OF ABANDONED
 GB0897'RAILROAD TUNNEL 16, 59 FEET NORTHWEST OF THE CENTERLINE OF THE
 GB0897'ABANDONED GRADE, 13 FEET EAST OF THE CENTERLINE OF A TRAIL ROAD,
 GB0897'13 FEET SOUTH OF A TELEPHONE POLE, 36 1/2 FEET NORTH OF A
 GB0897'VERTICAL RAILROAD RAIL WHICH IS USED FOR A GATE POST, 2.0 FEET
 GB0897'WEST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE ABANDONED
 GB0897'GRADE, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 GB0897'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0940 ***********************************************************************
 GB0940  DESIGNATION -  L 197
 GB0940  PID         -  GB0940
 GB0940  STATE/COUNTY-  TN/SCOTT
 GB0940  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0940
 GB0940                         *CURRENT SURVEY CONTROL
 GB0940  ___________________________________________________________________
 GB0940* NAD 83(1986)-  36 27 26.     (N)    084 32 50.     (W)     SCALED    
 GB0940* NAVD 88     -       445.331  (meters)    1461.06   (feet)  ADJUSTED  
 GB0940  ___________________________________________________________________
 GB0940  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB0940  DYNAMIC HT  -         444.950 (meters)    1459.81  (feet)  COMP
 GB0940  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GB0940
 GB0940  VERT ORDER  -  FIRST     CLASS I
 GB0940
 GB0940.The horizontal coordinates were scaled from a topographic map and have
 GB0940.an estimated accuracy of +/- 6 seconds.
 GB0940
 GB0940.The orthometric height was determined by differential leveling
 GB0940.and adjusted by the National Geodetic Survey in June 1991..
 GB0940
 GB0940.The geoid height was determined by GEOID03.
 GB0940
 GB0940.The dynamic height is computed by dividing the NAVD 88
 GB0940.geopotential number by the normal gravity value computed on the
 GB0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0940.degrees latitude (g = 980.6199 gals.).
 GB0940
 GB0940.The modeled gravity was interpolated from observed gravity values.
 GB0940
 GB0940;                    North         East    Units  Estimated Accuracy
 GB0940;SPC TN       -   236,620.      730,220.      MT  (+/- 180 meters Scaled)
 GB0940
 GB0940                          SUPERSEDED SURVEY CONTROL
 GB0940
 GB0940  NGVD 29 (??/??/92)  445.458  (m)         1461.47   (f) ADJ UNCH    1 1
 GB0940
 GB0940.Superseded values are not recommended for survey control.
 GB0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0940.See file dsdata.txt to determine how the superseded data were derived.
 GB0940
 GB0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF198374(NAD 83)
 GB0940_MARKER: DB = BENCH MARK DISK
 GB0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0940_STAMPING: L 197 1950
 GB0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0940+STABILITY: SURFACE MOTION
 GB0940
 GB0940  HISTORY     - Date     Condition        Report By
 GB0940  HISTORY     - 1950     MONUMENTED       CGS
 GB0940  HISTORY     - 1968     GOOD             NGS
 GB0940
 GB0940                          STATION DESCRIPTION
 GB0940
 GB0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0940'1.9 MI N FROM HELENWOOD.
 GB0940'ABOUT 1.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0940'STATION AT HELENWOOD, OR ABOUT 3.45 MILES SOUTH ALONG THE SOUTHERN
 GB0940'RAILWAY FROM THE STATION AT ONEIDA, NEAR THE SOUTH END OF A
 GB0940'CUT FOR THE RAILROAD, 0.2 MILE NORTH OF A SIGNAL GANTRY, 198
 GB0940'YARDS SOUTH OF MILEPOST 213, 40 FEET EAST OF THE EAST RAIL OF
 GB0940'THE EAST TRACK, 68 FEET SOUTHEAST OF A TELEPHONE POLE, 43 FEET
 GB0940'NORTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE, 1.4
 GB0940'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 GB0940'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GB0940'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1145 ***********************************************************************
 GC1145  DESIGNATION -  L 198
 GC1145  PID         -  GC1145
 GC1145  STATE/COUNTY-  TN/MONTGOMERY
 GC1145  USGS QUAD   -  SANGO (1984)
 GC1145
 GC1145                         *CURRENT SURVEY CONTROL
 GC1145  ___________________________________________________________________
 GC1145* NAD 83(1986)-  36 36 21.     (N)    087 14 21.     (W)     SCALED    
 GC1145* NAVD 88     -       169.016  (meters)     554.51   (feet)  ADJUSTED  
 GC1145  ___________________________________________________________________
 GC1145  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC1145  DYNAMIC HT  -         168.880 (meters)     554.07  (feet)  COMP
 GC1145  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 GC1145
 GC1145  VERT ORDER  -  FIRST     CLASS II
 GC1145
 GC1145.The horizontal coordinates were scaled from a topographic map and have
 GC1145.an estimated accuracy of +/- 6 seconds.
 GC1145
 GC1145.The orthometric height was determined by differential leveling
 GC1145.and adjusted by the National Geodetic Survey in June 1991..
 GC1145
 GC1145.The geoid height was determined by GEOID03.
 GC1145
 GC1145.The dynamic height is computed by dividing the NAVD 88
 GC1145.geopotential number by the normal gravity value computed on the
 GC1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1145.degrees latitude (g = 980.6199 gals.).
 GC1145
 GC1145.The modeled gravity was interpolated from observed gravity values.
 GC1145
 GC1145;                    North         East    Units  Estimated Accuracy
 GC1145;SPC TN       -   252,840.      489,130.      MT  (+/- 180 meters Scaled)
 GC1145
 GC1145                          SUPERSEDED SURVEY CONTROL
 GC1145
 GC1145  NGVD 29 (??/??/92)  169.090  (m)          554.76   (f) ADJ UNCH    1 2
 GC1145
 GC1145.Superseded values are not recommended for survey control.
 GC1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1145.See file dsdata.txt to determine how the superseded data were derived.
 GC1145
 GC1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF786511(NAD 83)
 GC1145_MARKER: DB = BENCH MARK DISK
 GC1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1145_STAMPING: L 198 1954
 GC1145_MARK LOGO: CGS   
 GC1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1145+STABILITY: SURFACE MOTION
 GC1145
 GC1145  HISTORY     - Date     Condition        Report By
 GC1145  HISTORY     - 1954     MONUMENTED       CGS
 GC1145  HISTORY     - 1984     GOOD             NGS
 GC1145
 GC1145                          STATION DESCRIPTION
 GC1145
 GC1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1145'4.2 MI NE FROM ST BETHLEHEM.
 GC1145'4.15 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1145'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1145'105 YARDS SOUTHWEST OF MILE POST 169, AT AN ABANDONED FARM LANE
 GC1145'CROSSING, ABOUT 0.95 MILE SOUTHWEST OF THE ROAD CROSSING AT
 GC1145'BELDON (HAMPTON STATION), 27 FEET NORTHWEST OF NORTHWEST RAIL, 32
 GC1145'FEET WEST OF CENTER OF ABANDONED CROSSING, 1 1/2 FEET SOUTHEAST
 GC1145'OF A FENCE LINE, 3 FEET EAST OF A FENCE CORNER, 15 1/2 FEET
 GC1145'SOUTHWEST OF CENTER OF A GATE IN FENCE LINE, 53 FEET SOUTHEAST
 GC1145'OF POWER POLE NO. 1069, 2 FEET SOUTHWEST OF A WHITE WOODEN
 GC1145'WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 GC1145'CONCRETE POST PROJECTING 3 INCHES.
 GC1145
 GC1145                          STATION RECOVERY (1984)
 GC1145
 GC1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1145'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 GC1145'THE MARK IS ABOVE LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0687 ***********************************************************************
 FC0687  DESIGNATION -  L 2
 FC0687  PID         -  FC0687
 FC0687  STATE/COUNTY-  TN/RHEA
 FC0687  USGS QUAD   -  PENNINE (1990)
 FC0687
 FC0687                         *CURRENT SURVEY CONTROL
 FC0687  ___________________________________________________________________
 FC0687* NAD 83(1986)-  35 37 55.     (N)    084 54 02.     (W)     SCALED    
 FC0687* NAVD 88     -       247.966  (meters)     813.54   (feet)  ADJUSTED  
 FC0687  ___________________________________________________________________
 FC0687  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC0687  DYNAMIC HT  -         247.730 (meters)     812.76  (feet)  COMP
 FC0687  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 FC0687
 FC0687  VERT ORDER  -  FIRST     CLASS II
 FC0687
 FC0687.The horizontal coordinates were scaled from a topographic map and have
 FC0687.an estimated accuracy of +/- 6 seconds.
 FC0687
 FC0687.The orthometric height was determined by differential leveling
 FC0687.and adjusted by the National Geodetic Survey in June 1991..
 FC0687
 FC0687.The geoid height was determined by GEOID03.
 FC0687
 FC0687.The dynamic height is computed by dividing the NAVD 88
 FC0687.geopotential number by the normal gravity value computed on the
 FC0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0687.degrees latitude (g = 980.6199 gals.).
 FC0687
 FC0687.The modeled gravity was interpolated from observed gravity values.
 FC0687
 FC0687;                    North         East    Units  Estimated Accuracy
 FC0687;SPC TN       -   144,640.      699,580.      MT  (+/- 180 meters Scaled)
 FC0687
 FC0687                          SUPERSEDED SURVEY CONTROL
 FC0687
 FC0687  NGVD 29 (??/??/92)  248.040  (m)          813.78   (f) ADJ UNCH    1 2
 FC0687
 FC0687.Superseded values are not recommended for survey control.
 FC0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0687.See file dsdata.txt to determine how the superseded data were derived.
 FC0687
 FC0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE901451(NAD 83)
 FC0687_MARKER: Z = SEE DESCRIPTION
 FC0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0687_SP_SET: STEP
 FC0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0687
 FC0687  HISTORY     - Date     Condition        Report By
 FC0687  HISTORY     - UNK      MONUMENTED       CGS
 FC0687  HISTORY     - 1950     GOOD             NGS
 FC0687
 FC0687                          STATION DESCRIPTION
 FC0687
 FC0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0687'4.9 MI SW FROM SPRING CITY.
 FC0687'4.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0687'AT SPRING CITY, ABOUT 5.45 MILES NORTHEAST OF THE STATION AT
 FC0687'EVENSVILLE, ABOUT 0.4 MILE SOUTH OF THE STATION SIGN AT PENNINE,
 FC0687'AT A HEAVY ARCHED CULVERT, AT THE WEST SIDE OF THE NORTH END,
 FC0687'IN THE THIRD STEP BELOW THE COPING, 8 INCHES NORTH OF THE SOUTH
 FC0687'FACE, 6 INCHES EAST OF THE WEST FACE, 18 1/2 FEET WEST OF THE
 FC0687'WEST RAIL, ABOUT 12 FEET BELOW THE TRACK AND SURROUNDED BY THE
 FC0687'LETTERS USC AND GS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0124 ***********************************************************************
 FE0124  DESIGNATION -  L 20
 FE0124  PID         -  FE0124
 FE0124  STATE/COUNTY-  TN/HENDERSON
 FE0124  USGS QUAD   -  LEXINGTON (1992)
 FE0124
 FE0124                         *CURRENT SURVEY CONTROL
 FE0124  ___________________________________________________________________
 FE0124* NAD 83(1986)-  35 37 49.     (N)    088 22 40.     (W)     SCALED    
 FE0124* NAVD 88     -       132.737  (meters)     435.49   (feet)  ADJUSTED  
 FE0124  ___________________________________________________________________
 FE0124  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0124  DYNAMIC HT  -         132.618 (meters)     435.10  (feet)  COMP
 FE0124  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 FE0124
 FE0124  VERT ORDER  -  SECOND    CLASS 0
 FE0124
 FE0124.The horizontal coordinates were scaled from a topographic map and have
 FE0124.an estimated accuracy of +/- 6 seconds.
 FE0124
 FE0124.The orthometric height was determined by differential leveling
 FE0124.and adjusted by the National Geodetic Survey in June 1991..
 FE0124
 FE0124.The geoid height was determined by GEOID03.
 FE0124
 FE0124.The dynamic height is computed by dividing the NAVD 88
 FE0124.geopotential number by the normal gravity value computed on the
 FE0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0124.degrees latitude (g = 980.6199 gals.).
 FE0124
 FE0124.The modeled gravity was interpolated from observed gravity values.
 FE0124
 FE0124;                    North         East    Units  Estimated Accuracy
 FE0124;SPC TN       -   146,510.      384,650.      MT  (+/- 180 meters Scaled)
 FE0124
 FE0124                          SUPERSEDED SURVEY CONTROL
 FE0124
 FE0124  NGVD 29 (??/??/??)  132.755  (m)          435.55   (f) ADJUSTED    2 0
 FE0124
 FE0124.Superseded values are not recommended for survey control.
 FE0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0124.See file dsdata.txt to determine how the superseded data were derived.
 FE0124
 FE0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE752438(NAD 83)
 FE0124_MARKER: DB = BENCH MARK DISK
 FE0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0124_STAMPING: 435.659 L 20 1934
 FE0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0124+STABILITY: SURFACE MOTION
 FE0124
 FE0124  HISTORY     - Date     Condition        Report By
 FE0124  HISTORY     - 1934     MONUMENTED       CGS
 FE0124  HISTORY     - 1935     GOOD             CGS
 FE0124
 FE0124                          STATION DESCRIPTION
 FE0124
 FE0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0124'1.3 MI SE FROM LEXINGTON.
 FE0124'1.3 MILES SOUTHEAST ALONG THE ABANDONED NASHVILLE, CHATTANOOGA AND
 FE0124'ST. LOUIS RAILWAY (PERRYVILLE BRANCH) FROM LEXINGTON, HENDERSON
 FE0124'COUNTY, 125 FEET SOUTHEAST OF TRESTLE 1.2, 15 FEET SOUTHEAST OF A
 FE0124'PRIVATE-ROAD CROSSING, AND 15 FEET SOUTHWEST OF THE OLD ROADBED.
 FE0124'A STANDARD DISK, STAMPED 435.659 L 20 1934 AND SET IN THE TOP OF A
 FE0124'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2620 ***********************************************************************
 GA2620  DESIGNATION -  L 201
 GA2620  PID         -  GA2620
 GA2620  STATE/COUNTY-  TN/CLAIBORNE
 GA2620  USGS QUAD   -  EAGAN (1953)
 GA2620
 GA2620                         *CURRENT SURVEY CONTROL
 GA2620  ___________________________________________________________________
 GA2620* NAD 83(1986)-  36 34 49.     (N)    083 56 02.     (W)     SCALED    
 GA2620* NAVD 88     -       422.347  (meters)    1385.65   (feet)  ADJUSTED  
 GA2620  ___________________________________________________________________
 GA2620  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GA2620  DYNAMIC HT  -         421.980 (meters)    1384.45  (feet)  COMP
 GA2620  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 GA2620
 GA2620  VERT ORDER  -  SECOND    CLASS 0
 GA2620
 GA2620.The horizontal coordinates were scaled from a topographic map and have
 GA2620.an estimated accuracy of +/- 6 seconds.
 GA2620
 GA2620.The orthometric height was determined by differential leveling
 GA2620.and adjusted by the National Geodetic Survey in June 1991..
 GA2620
 GA2620.The geoid height was determined by GEOID03.
 GA2620
 GA2620.The dynamic height is computed by dividing the NAVD 88
 GA2620.geopotential number by the normal gravity value computed on the
 GA2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2620.degrees latitude (g = 980.6199 gals.).
 GA2620
 GA2620.The modeled gravity was interpolated from observed gravity values.
 GA2620
 GA2620;                    North         East    Units  Estimated Accuracy
 GA2620;SPC TN       -   251,260.      784,910.      MT  (+/- 180 meters Scaled)
 GA2620
 GA2620                          SUPERSEDED SURVEY CONTROL
 GA2620
 GA2620  NGVD 29 (??/??/92)  422.484  (m)         1386.10   (f) ADJ UNCH    2 0
 GA2620
 GA2620.Superseded values are not recommended for survey control.
 GA2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2620.See file dsdata.txt to determine how the superseded data were derived.
 GA2620
 GA2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA374523(NAD 83)
 GA2620_MARKER: DB = BENCH MARK DISK
 GA2620_SETTING: 66 = SET IN ROCK OUTCROP
 GA2620_SP_SET: ROCK OUTCROP
 GA2620_STAMPING: L 201 1951
 GA2620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2620+STABILITY: POSITION/ELEVATION WELL
 GA2620
 GA2620  HISTORY     - Date     Condition        Report By
 GA2620  HISTORY     - 1951     MONUMENTED       CGS
 GA2620  HISTORY     - 1971     GOOD             NGS
 GA2620
 GA2620                          STATION DESCRIPTION
 GA2620
 GA2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2620'3 MI W FROM PRUDEN.
 GA2620'2.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 GA2620'AT PRUDEN TO A POINT WHERE STATE HIGHWAY 90 PARALLELS THE TRACK
 GA2620'AND JUNCTION OF STATE HIGHWAY 90 AND GRAVEL ROAD NORTHWEST, THENCE
 GA2620'ABOUT 1.0 MILE NORTHWEST ALONG GRAVEL ROAD, ABOUT 0.6 MILE SOUTH
 GA2620'OF THE KENTUCKY-TENNESSEE STATE LINE, ON THE OUTSIDE OF A SHARP
 GA2620'CURVE WITH TANGENTS EXTENDING SOUTHEAST AND NORTHEAST, SET IN THE
 GA2620'TOP OF A LARGE FLAT OUTCROP OF ROCK, 24 FEET WEST OF THE CENTER
 GA2620'LINE OF THE ROAD, 85 FEET SOUTH OF A SPRING WITH CONCRETE AND
 GA2620'ROCK WALL, 45 FEET SOUTHWEST OF THE NORTHWEST END OF A 30-INCH
 GA2620'PIPE CULVERT WITH ROCK HEADWALLS, ABOUT 3 FEET WEST OF THE EAST
 GA2620'EDGE OF OUTCROP AND ABOUT 3 FEET ABOVE ROAD.  NOTE-- MARK MAY BE
 GA2620'REACHED FROM THE POST OFFICE AT FRAKES, BELL COUNTY KENTUCKY BY
 GA2620'GOING ABOUT 4.7 MILES SOUTHWEST ALONG STATE HIGHWAYS 190 AND 204
 GA2620'TO THE KY.-TENN. STATE LINE, THENCE ABOUT 0.6 MILE SOUTH ALONG A
 GA2620'GRAVEL ROAD.  NOTE-- MARK MAY ALSO BE REACHED FROM THE JUNCTION
 GA2620'OF STATE HIGHWAY 90 AND A BLACK TOP ROAD LEADING SOUTHEAST TO
 GA2620'VALLEY CREEK BY GOING ABOUT 0.85 MILE SOUTHWEST ALONG STATE HIGHWAY
 GA2620'90, THENCE ABOUT 1.0 MILE NORTHWEST ALONG A GRAVEL ROAD.
 GA2620
 GA2620                          STATION RECOVERY (1971)
 GA2620
 GA2620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GA2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0161 ***********************************************************************
 GB0161  DESIGNATION -  L 202
 GB0161  PID         -  GB0161
 GB0161  STATE/COUNTY-  TN/SCOTT
 GB0161  USGS QUAD   -  KETCHEN (1982)
 GB0161
 GB0161                         *CURRENT SURVEY CONTROL
 GB0161  ___________________________________________________________________
 GB0161* NAD 83(1986)-  36 33 36.     (N)    084 16 45.     (W)     SCALED    
 GB0161* NAVD 88     -       390.588  (meters)    1281.45   (feet)  ADJUSTED  
 GB0161  ___________________________________________________________________
 GB0161  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GB0161  DYNAMIC HT  -         390.255 (meters)    1280.36  (feet)  COMP
 GB0161  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 GB0161
 GB0161  VERT ORDER  -  SECOND    CLASS 0
 GB0161
 GB0161.The horizontal coordinates were scaled from a topographic map and have
 GB0161.an estimated accuracy of +/- 6 seconds.
 GB0161
 GB0161.The orthometric height was determined by differential leveling
 GB0161.and adjusted by the National Geodetic Survey in June 1991..
 GB0161
 GB0161.The geoid height was determined by GEOID03.
 GB0161
 GB0161.The dynamic height is computed by dividing the NAVD 88
 GB0161.geopotential number by the normal gravity value computed on the
 GB0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0161.degrees latitude (g = 980.6199 gals.).
 GB0161
 GB0161.The modeled gravity was interpolated from observed gravity values.
 GB0161
 GB0161;                    North         East    Units  Estimated Accuracy
 GB0161;SPC TN       -   248,410.      754,050.      MT  (+/- 180 meters Scaled)
 GB0161
 GB0161                          SUPERSEDED SURVEY CONTROL
 GB0161
 GB0161  NGVD 29 (??/??/92)  390.721  (m)         1281.89   (f) ADJ UNCH    2 0
 GB0161
 GB0161.Superseded values are not recommended for survey control.
 GB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0161.See file dsdata.txt to determine how the superseded data were derived.
 GB0161
 GB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF435495(NAD 83)
 GB0161_MARKER: DB = BENCH MARK DISK
 GB0161_SETTING: 66 = SET IN ROCK OUTCROP
 GB0161_SP_SET: ROCK OUTCROP
 GB0161_STAMPING: L 202 1951
 GB0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0161+STABILITY: POSITION/ELEVATION WELL
 GB0161
 GB0161  HISTORY     - Date     Condition        Report By
 GB0161  HISTORY     - 1951     MONUMENTED       CGS
 GB0161  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB0161
 GB0161                          STATION DESCRIPTION
 GB0161
 GB0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0161'3.8 MI SE FROM KETCHEN.
 GB0161'ABOUT 3.8 MILES SOUTHEAST ALONG A DIRT AND MOUNTAIN ROAD LEADING
 GB0161'TO ELK VALLEY FROM THE CHURCH AND SCHOOL AT KETCHEN, ABOUT 0.95
 GB0161'MILE SOUTHEAST OF THE JUNCTION OF A SIDE ROAD NORTH, ABOUT 0.9
 GB0161'MILE SOUTHEAST OF A SMALL CEMETERY, ABOUT 0.1 MILE NORTHWEST OF A
 GB0161'DRIVE NORTH TO A SCHOOL, SET IN THE TOP OF THE NORTHWEST EDGE OF
 GB0161'A LARGE SLANTING OUTCROP OF ROCK, ABOUT 100 YARDS NORTHWEST OF
 GB0161'THE NORTHWEST CORNER OF THE SCHOOL, 9 FEET SOUTHEAST OF THE
 GB0161'CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 GB0161'NOTE-- THE ROCK MAY HAVE BEEN PUSHED OVER BY ROAD WORK.
 GB0161
 GB0161                          STATION RECOVERY (1957)
 GB0161
 GB0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1086 ***********************************************************************
 GB1086  DESIGNATION -  L 203
 GB1086  PID         -  GB1086
 GB1086  STATE/COUNTY-  TN/FENTRESS
 GB1086  USGS QUAD   -  SHARP PLACE (1981)
 GB1086
 GB1086                         *CURRENT SURVEY CONTROL
 GB1086  ___________________________________________________________________
 GB1086* NAD 83(1986)-  36 33 12.     (N)    084 50 59.     (W)     SCALED    
 GB1086* NAVD 88     -       511.129  (meters)    1676.93   (feet)  ADJUSTED  
 GB1086  ___________________________________________________________________
 GB1086  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GB1086  DYNAMIC HT  -         510.701 (meters)    1675.52  (feet)  COMP
 GB1086  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GB1086
 GB1086  VERT ORDER  -  SECOND    CLASS 0
 GB1086
 GB1086.The horizontal coordinates were scaled from a topographic map and have
 GB1086.an estimated accuracy of +/- 6 seconds.
 GB1086
 GB1086.The orthometric height was determined by differential leveling
 GB1086.and adjusted by the National Geodetic Survey in June 1991..
 GB1086
 GB1086.The geoid height was determined by GEOID03.
 GB1086
 GB1086.The dynamic height is computed by dividing the NAVD 88
 GB1086.geopotential number by the normal gravity value computed on the
 GB1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1086.degrees latitude (g = 980.6199 gals.).
 GB1086
 GB1086.The modeled gravity was interpolated from observed gravity values.
 GB1086
 GB1086;                    North         East    Units  Estimated Accuracy
 GB1086;SPC TN       -   246,920.      702,980.      MT  (+/- 180 meters Scaled)
 GB1086
 GB1086                          SUPERSEDED SURVEY CONTROL
 GB1086
 GB1086  NGVD 29 (??/??/92)  511.260  (m)         1677.36   (f) ADJ UNCH    2 0
 GB1086
 GB1086.Superseded values are not recommended for survey control.
 GB1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1086.See file dsdata.txt to determine how the superseded data were derived.
 GB1086
 GB1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF924474(NAD 83)
 GB1086_MARKER: DB = BENCH MARK DISK
 GB1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1086_STAMPING: L 203 1951 1677.359
 GB1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1086+STABILITY: SURFACE MOTION
 GB1086
 GB1086  HISTORY     - Date     Condition        Report By
 GB1086  HISTORY     - 1951     MONUMENTED       CGS
 GB1086  HISTORY     - 1958     GOOD             NGS
 GB1086
 GB1086                          STATION DESCRIPTION
 GB1086
 GB1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1086'9.4 MI N FROM EAST JAMESTOWN.
 GB1086'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1086'AT EAST JAMESTOWN, THENCE ABOUT 3.3 MILES NORTHWEST ALONG A
 GB1086'GRAVEL ROAD, ABOUT 0.4 MILE SOUTHEAST OF PICKETT-FENTRESS
 GB1086'COUNTY LINE, AT A DIM ROAD SOUTH, 35 FEET SOUTHWEST AND ACROSS
 GB1086'DIM ROAD SOUTH FROM CENTER LINE OF ROAD, 16 FEET WEST OF CENTER
 GB1086'LINE OF DIM ROAD SOUTH, 57 FEET SOUTH-SOUTHWEST AND ACROSS ROADS
 GB1086'FROM A TRIANGULAR BLAZED 8-INCH PINE TREE, 36 FEET SOUTH-SOUTHWEST
 GB1086'OF CENTER OF JUNCTION, 46 FEET WEST AND ACROSS DIM ROAD SOUTH
 GB1086'FROM A 16-INCH SLASH BLAZED PINE TREE, 1 1/2 FEET SOUTH OF A
 GB1086'WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE ROAD AND SET
 GB1086'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GB1086
 GB1086                          STATION RECOVERY (1958)
 GB1086
 GB1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1590 ***********************************************************************
 GB1590  DESIGNATION -  L 204
 GB1590  PID         -  GB1590
 GB1590  STATE/COUNTY-  TN/CLAY
 GB1590  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1590
 GB1590                         *CURRENT SURVEY CONTROL
 GB1590  ___________________________________________________________________
 GB1590* NAD 83(1986)-  36 32 36.     (N)    085 28 53.     (W)     SCALED    
 GB1590* NAVD 88     -       180.333  (meters)     591.64   (feet)  ADJUSTED  
 GB1590  ___________________________________________________________________
 GB1590  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1590  DYNAMIC HT  -         180.179 (meters)     591.14  (feet)  COMP
 GB1590  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GB1590
 GB1590  VERT ORDER  -  SECOND    CLASS 0
 GB1590
 GB1590.The horizontal coordinates were scaled from a topographic map and have
 GB1590.an estimated accuracy of +/- 6 seconds.
 GB1590
 GB1590.The orthometric height was determined by differential leveling
 GB1590.and adjusted by the National Geodetic Survey in June 1991..
 GB1590
 GB1590.The geoid height was determined by GEOID03.
 GB1590
 GB1590.The dynamic height is computed by dividing the NAVD 88
 GB1590.geopotential number by the normal gravity value computed on the
 GB1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1590.degrees latitude (g = 980.6199 gals.).
 GB1590
 GB1590.The modeled gravity was interpolated from observed gravity values.
 GB1590
 GB1590;                    North         East    Units  Estimated Accuracy
 GB1590;SPC TN       -   245,330.      646,440.      MT  (+/- 180 meters Scaled)
 GB1590
 GB1590                          SUPERSEDED SURVEY CONTROL
 GB1590
 GB1590  NGVD 29 (??/??/92)  180.447  (m)          592.02   (f) ADJ UNCH    2 0
 GB1590
 GB1590.Superseded values are not recommended for survey control.
 GB1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1590.See file dsdata.txt to determine how the superseded data were derived.
 GB1590
 GB1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF359452(NAD 83)
 GB1590_MARKER: DB = BENCH MARK DISK
 GB1590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1590_SP_SET: RETAINING WALL
 GB1590_STAMPING: L 204 1951
 GB1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1590
 GB1590  HISTORY     - Date     Condition        Report By
 GB1590  HISTORY     - 1951     MONUMENTED       CGS
 GB1590  HISTORY     - 1966     GOOD             NGS
 GB1590
 GB1590                          STATION DESCRIPTION
 GB1590
 GB1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1590'1.7 MI E FROM CELINA.
 GB1590'ABOUT 1.7 MILES EAST ALONG STATE ROUTE 53 FROM THE CLAY COUNTY
 GB1590'COURTHOUSE IN CELINA, ABOUT 0.35 MILE NORTHEAST OF A BRIDGE OVER
 GB1590'THE OBEY RIVER, ABOUT 90 YARDS NORTH OF THE SOUTH END OF A
 GB1590'BENCH ROCK CUT ALONG THE HIGHWAY, SET IN THE TOP OF THE NORTH
 GB1590'END OF THE SOUTH ONE OF A GROUP OF CONCRETE RETAINING WALLS,
 GB1590'108 FEET SOUTH OF A POWERLINE POLE, 83 FEET NORTH OF A POWERLINE
 GB1590'POLE, 26.5 FEET SOUTH OF THE NORTH END OF A GUARDRAIL, 15 FEET
 GB1590'EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 53, AND JUST EAST
 GB1590'OF THE THIRD STEEL POST FROM THE NORTH END OF THE GUARDRAIL.
 GB1590'IT IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE
 GB1590'IN THE TOP OF THE RETAINING WALL AND THE DISK IS STAMPED L 204
 GB1590'1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0176 ***********************************************************************
 FE0176  DESIGNATION -  L 21
 FE0176  PID         -  FE0176
 FE0176  STATE/COUNTY-  TN/DECATUR
 FE0176  USGS QUAD   -  BATH SPRINGS (1972)
 FE0176
 FE0176                         *CURRENT SURVEY CONTROL
 FE0176  ___________________________________________________________________
 FE0176* NAD 83(1986)-  35 26 25.     (N)    088 05 56.     (W)     SCALED    
 FE0176* NAVD 88     -       118.139  (meters)     387.59   (feet)  ADJUSTED  
 FE0176  ___________________________________________________________________
 FE0176  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE0176  DYNAMIC HT  -         118.031 (meters)     387.24  (feet)  COMP
 FE0176  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 FE0176
 FE0176  VERT ORDER  -  FIRST     CLASS II
 FE0176
 FE0176.The horizontal coordinates were scaled from a topographic map and have
 FE0176.an estimated accuracy of +/- 6 seconds.
 FE0176
 FE0176.The orthometric height was determined by differential leveling
 FE0176.and adjusted by the National Geodetic Survey in June 1991..
 FE0176
 FE0176.The geoid height was determined by GEOID03.
 FE0176
 FE0176.The dynamic height is computed by dividing the NAVD 88
 FE0176.geopotential number by the normal gravity value computed on the
 FE0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0176.degrees latitude (g = 980.6199 gals.).
 FE0176
 FE0176.The modeled gravity was interpolated from observed gravity values.
 FE0176
 FE0176;                    North         East    Units  Estimated Accuracy
 FE0176;SPC TN       -   124,860.      409,450.      MT  (+/- 180 meters Scaled)
 FE0176
 FE0176                          SUPERSEDED SURVEY CONTROL
 FE0176
 FE0176  NGVD 29 (??/??/??)  118.147  (m)          387.62   (f) ADJUSTED    1 2
 FE0176
 FE0176.Superseded values are not recommended for survey control.
 FE0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0176.See file dsdata.txt to determine how the superseded data were derived.
 FE0176
 FE0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE002224(NAD 83)
 FE0176_MARKER: DB = BENCH MARK DISK
 FE0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0176_STAMPING: L 21 1934 387.804
 FE0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0176+STABILITY: SURFACE MOTION
 FE0176
 FE0176  HISTORY     - Date     Condition        Report By
 FE0176  HISTORY     - 1934     MONUMENTED       CGS
 FE0176  HISTORY     - 1947     GOOD             CGS
 FE0176
 FE0176                          STATION DESCRIPTION
 FE0176
 FE0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0176'AT BATH SPRINGS.
 FE0176'AT BATH SPRINGS, AT THE JUNCTION OF STATE HIGHWAYS 114 AND 69,
 FE0176'SET IN THE SOUTHWEST PART OF THE TRIANGLE FORMED BY THE JUNCTION
 FE0176'OF THE TWO HIGHWAYS AND A CUT-OFF, 142 FEET NORTHWEST AND
 FE0176'ACROSS THE CUT-OFF FROM THE NORTHWEST CORNER OF THE SCHOOL, 47
 FE0176'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GENERAL STORE AND
 FE0176'SERVICE STATION IN THE TRIANGLE, 17 FEET SOUTHEAST OF THE EAST
 FE0176'END OF A 14-INCH CORRUGATED STEEL PIPE CULVERT UNDER HIGHWAY 69,
 FE0176'33 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 69, 19 FEET
 FE0176'NORTH OF THE CENTER LINE OF THE CUT-OFF ROAD, 2 FEET WEST OF A
 FE0176'WHITE WOODEN WITNESS POST, 2 FEET BELOW THE JUNCTION AND SET
 FE0176'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1271 ***********************************************************************
 FE1271  DESIGNATION -  L 212
 FE1271  PID         -  FE1271
 FE1271  STATE/COUNTY-  TN/SHELBY
 FE1271  USGS QUAD   -  EADS (1983)
 FE1271
 FE1271                         *CURRENT SURVEY CONTROL
 FE1271  ___________________________________________________________________
 FE1271* NAD 83(1986)-  35 14 54.     (N)    089 41 27.     (W)     SCALED    
 FE1271* NAVD 88     -        81.821  (meters)     268.44   (feet)  ADJUSTED  
 FE1271  ___________________________________________________________________
 FE1271  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1271  DYNAMIC HT  -          81.747 (meters)     268.20  (feet)  COMP
 FE1271  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FE1271
 FE1271  VERT ORDER  -  SECOND    CLASS 0
 FE1271
 FE1271.The horizontal coordinates were scaled from a topographic map and have
 FE1271.an estimated accuracy of +/- 6 seconds.
 FE1271
 FE1271.The orthometric height was determined by differential leveling
 FE1271.and adjusted by the National Geodetic Survey in June 1991..
 FE1271
 FE1271.The geoid height was determined by GEOID03.
 FE1271
 FE1271.The dynamic height is computed by dividing the NAVD 88
 FE1271.geopotential number by the normal gravity value computed on the
 FE1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1271.degrees latitude (g = 980.6199 gals.).
 FE1271
 FE1271.The modeled gravity was interpolated from observed gravity values.
 FE1271
 FE1271;                    North         East    Units  Estimated Accuracy
 FE1271;SPC TN       -   107,850.      264,170.      MT  (+/- 180 meters Scaled)
 FE1271
 FE1271                          SUPERSEDED SURVEY CONTROL
 FE1271
 FE1271  NGVD 29 (??/??/??)   81.808  (m)          268.40   (f) ADJUSTED    2 0
 FE1271
 FE1271.Superseded values are not recommended for survey control.
 FE1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1271.See file dsdata.txt to determine how the superseded data were derived.
 FE1271
 FE1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE551039(NAD 83)
 FE1271_MARKER: DB = BENCH MARK DISK
 FE1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1271_STAMPING: L 212 1958
 FE1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1271+STABILITY: SURFACE MOTION
 FE1271
 FE1271  HISTORY     - Date     Condition        Report By
 FE1271  HISTORY     - 1958     MONUMENTED       CGS
 FE1271  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1271  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1271
 FE1271                          STATION DESCRIPTION
 FE1271
 FE1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1271'9.4 MI SW FROM GALLAWAY.
 FE1271'1.9 MILES SOUTH ALONG PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1271'AT GALLAWAY, THENCE 0.5 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1271'2.0 MILES SOUTHWEST CROSS COUNTRY, THENCE 0.7 MILES WEST ALONG
 FE1271'A GRAVEL ROAD, THENCE 0.75 MILES SOUTH ALONG COLL-AR. RD., THENCE
 FE1271'0.15 MILES WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES SOUTHWEST
 FE1271'CROSS COUNTRY, THENCE 0.8 MILES SOUTH ALONG AIR LINE ROAD, THENCE
 FE1271'0.65 MILES SOUTHWEST ALONG DONNELSON RD., 0.9 MILES SOUTHWEST
 FE1271'CROSS COUNTRY, 147 FT. SOUTHWEST OF THE CENTER LINE OF THE
 FE1271'INTERSTATE HIGHWAY, 25.2 FT. WEST OF THE WEST EDGE OF A SMALL
 FE1271'CREEK, 0.3 MILE NORTHEAST OF A TRAIL ROAD, SET AT THE WEST EDGE
 FE1271'OF A LINE OF TREES, 3 FT. SOUTH OF A WHITE WOODEN WITNESS POST, A
 FE1271'C AND GS DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1271
 FE1271                          STATION RECOVERY (1963)
 FE1271
 FE1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1271'MARK NOT FOUND.
 FE1271
 FE1271                          STATION RECOVERY (1992)
 FE1271
 FE1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1271'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1084 ***********************************************************************
 FE1084  DESIGNATION -  L 213
 FE1084  PID         -  FE1084
 FE1084  STATE/COUNTY-  TN/FAYETTE
 FE1084  USGS QUAD   -  STANTON (1983)
 FE1084
 FE1084                         *CURRENT SURVEY CONTROL
 FE1084  ___________________________________________________________________
 FE1084* NAD 83(1986)-  35 22 43.     (N)    089 26 22.     (W)     SCALED    
 FE1084* NAVD 88     -       102.860  (meters)     337.47   (feet)  ADJUSTED  
 FE1084  ___________________________________________________________________
 FE1084  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1084  DYNAMIC HT  -         102.768 (meters)     337.16  (feet)  COMP
 FE1084  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FE1084
 FE1084  VERT ORDER  -  SECOND    CLASS 0
 FE1084
 FE1084.The horizontal coordinates were scaled from a topographic map and have
 FE1084.an estimated accuracy of +/- 6 seconds.
 FE1084
 FE1084.The orthometric height was determined by differential leveling
 FE1084.and adjusted by the National Geodetic Survey in June 1991..
 FE1084
 FE1084.The geoid height was determined by GEOID03.
 FE1084
 FE1084.The dynamic height is computed by dividing the NAVD 88
 FE1084.geopotential number by the normal gravity value computed on the
 FE1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1084.degrees latitude (g = 980.6199 gals.).
 FE1084
 FE1084.The modeled gravity was interpolated from observed gravity values.
 FE1084
 FE1084;                    North         East    Units  Estimated Accuracy
 FE1084;SPC TN       -   121,460.      287,540.      MT  (+/- 180 meters Scaled)
 FE1084
 FE1084                          SUPERSEDED SURVEY CONTROL
 FE1084
 FE1084  NGVD 29 (??/??/??)  102.847  (m)          337.42   (f) ADJUSTED    2 0
 FE1084
 FE1084.Superseded values are not recommended for survey control.
 FE1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1084.See file dsdata.txt to determine how the superseded data were derived.
 FE1084
 FE1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE784177(NAD 83)
 FE1084_MARKER: DB = BENCH MARK DISK
 FE1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1084_STAMPING: L 213 1959
 FE1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1084+STABILITY: SURFACE MOTION
 FE1084
 FE1084  HISTORY     - Date     Condition        Report By
 FE1084  HISTORY     - 1959     MONUMENTED       CGS
 FE1084  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1084
 FE1084                          STATION DESCRIPTION
 FE1084
 FE1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1084'10.6 MI ESE FROM BRADEN.
 FE1084'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1084'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1084'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1084'MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1084'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1084'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 FE1084'NORTH ALONG A DIRT ROAD, 147 FT. SOUTH OF THE CENTER LINE OF
 FE1084'THE INTERSTATE HIGHWAY, 114 PACES SOUTH-SOUTHWEST OF A SMALL
 FE1084'WOOD BRIDGE, 17 FT. WEST OF THE CENTER LINE OF A DIRT ROAD, 2 FT.
 FE1084'EAST-NORTHEAST OF A WITNESS POST, A C AND GS DISK SET IN TOP
 FE1084'OF A CONCRETE POST SET FLUSH WITH THE GROUND, ABOUT 1 FT. ABOVE
 FE1084'THE LEVEL OF THE ROAD.
 FE1084
 FE1084                          STATION RECOVERY (2002)
 FE1084
 FE1084'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1084'SUSPECTED DESTROYED DUE TO OVERPASS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1092 ***********************************************************************
 FE1092  DESIGNATION -  L 214
 FE1092  PID         -  FE1092
 FE1092  STATE/COUNTY-  TN/HAYWOOD
 FE1092  USGS QUAD   -  STANTON (1983)
 FE1092
 FE1092                         *CURRENT SURVEY CONTROL
 FE1092  ___________________________________________________________________
 FE1092* NAD 83(1986)-  35 24 05.     (N)    089 23 56.     (W)     SCALED    
 FE1092* NAVD 88     -       105.005  (meters)     344.50   (feet)  ADJUSTED  
 FE1092  ___________________________________________________________________
 FE1092  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE1092  DYNAMIC HT  -         104.911 (meters)     344.20  (feet)  COMP
 FE1092  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE1092
 FE1092  VERT ORDER  -  SECOND    CLASS 0
 FE1092
 FE1092.The horizontal coordinates were scaled from a topographic map and have
 FE1092.an estimated accuracy of +/- 6 seconds.
 FE1092
 FE1092.The orthometric height was determined by differential leveling
 FE1092.and adjusted by the National Geodetic Survey in June 1991..
 FE1092
 FE1092.The geoid height was determined by GEOID03.
 FE1092
 FE1092.The dynamic height is computed by dividing the NAVD 88
 FE1092.geopotential number by the normal gravity value computed on the
 FE1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1092.degrees latitude (g = 980.6199 gals.).
 FE1092
 FE1092.The modeled gravity was interpolated from observed gravity values.
 FE1092
 FE1092;                    North         East    Units  Estimated Accuracy
 FE1092;SPC TN       -   123,860.      291,310.      MT  (+/- 180 meters Scaled)
 FE1092
 FE1092                          SUPERSEDED SURVEY CONTROL
 FE1092
 FE1092  NGVD 29 (??/??/??)  104.996  (m)          344.47   (f) ADJUSTED    2 0
 FE1092
 FE1092.Superseded values are not recommended for survey control.
 FE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1092.See file dsdata.txt to determine how the superseded data were derived.
 FE1092
 FE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE821202(NAD 83)
 FE1092_MARKER: DB = BENCH MARK DISK
 FE1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1092_STAMPING: L 214 1959
 FE1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1092+STABILITY: SURFACE MOTION
 FE1092
 FE1092  HISTORY     - Date     Condition        Report By
 FE1092  HISTORY     - 1959     MONUMENTED       CGS
 FE1092  HISTORY     - 1961     GOOD             CGS
 FE1092  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1092
 FE1092                          STATION DESCRIPTION
 FE1092
 FE1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1092'14.6 MI ESE FROM BRADEN.
 FE1092'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1092'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1092'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1092'MILE NORTH EAST ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG
 FE1092'A DIRT ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE
 FE1092'0.5 MILE NORTH, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD,
 FE1092'THENCE 1.45 MILES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE
 FE1092'EAST, AND 0.65 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.2
 FE1092'MILES EAST, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 FE1092'0.7 MILE EAST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH, 133 FT.
 FE1092'SOUTH OF THE NORTHEAST CORNER OF A FIELD, 147 FT. NORTHWEST
 FE1092'OF THE CENTER LINE OF THE INTERSTATE HIGHWAY, 1 FT. WEST OF A
 FE1092'FENCE LINE, 2.1 FT. NORTH OF A WITNESS POST, A C AND GS DISK
 FE1092'SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 FE1092
 FE1092                          STATION RECOVERY (1961)
 FE1092
 FE1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FE1092'RECOVERED IN GOOD CONDITION.
 FE1092
 FE1092                          STATION RECOVERY (2002)
 FE1092
 FE1092'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0857 ***********************************************************************
 FE0857  HT_MOD      -  This is a Height Modernization Survey Station.
 FE0857  DESIGNATION -  L 215
 FE0857  PID         -  FE0857
 FE0857  STATE/COUNTY-  TN/MADISON
 FE0857  USGS QUAD   -  DENMARK (1981)
 FE0857
 FE0857                         *CURRENT SURVEY CONTROL
 FE0857  ___________________________________________________________________
 FE0857* NAD 83(1995)-  35 36 37.08530(N)    089 01 12.79084(W)     ADJUSTED  
 FE0857* NAVD 88     -       111.01   (meters)     364.2    (feet)  GPS OBS   
 FE0857  ___________________________________________________________________
 FE0857  X           -      88,770.008 (meters)                     COMP
 FE0857  Y           -  -5,190,603.368 (meters)                     COMP
 FE0857  Z           -   3,693,172.598 (meters)                     COMP
 FE0857  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE0857  ELLIP HEIGHT-          82.94  (meters)          (04/05/04) GPS OBS
 FE0857  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0857  DYNAMIC HT  -         110.91  (meters)     363.9   (feet)  COMP
 FE0857  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 FE0857
 FE0857  HORZ ORDER  -  B
 FE0857  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FE0857  ELLP ORDER  -  FOURTH    CLASS II
 FE0857
 FE0857.The horizontal coordinates were established by GPS observations
 FE0857.and adjusted by the National Geodetic Survey in April 2004..
 FE0857
 FE0857.The orthometric height was determined by GPS observations and a
 FE0857.high-resolution geoid model using precise GPS observation and
 FE0857.processing techniques. It supersedes the leveled height previously
 FE0857.determined for this station.
 FE0857.The vertical order pertains to the first NAVD 88 superseded value.
 FE0857
 FE0857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0857
 FE0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0857
 FE0857.The ellipsoidal height was determined by GPS observations
 FE0857.and is referenced to NAD 83.
 FE0857
 FE0857.The geoid height was determined by GEOID03.
 FE0857
 FE0857.The dynamic height is computed by dividing the NAVD 88
 FE0857.geopotential number by the normal gravity value computed on the
 FE0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0857.degrees latitude (g = 980.6199 gals.).
 FE0857
 FE0857.The modeled gravity was interpolated from observed gravity values.
 FE0857
 FE0857;                    North         East     Units Scale Factor Converg.
 FE0857;SPC TN       -   145,900.315   326,407.899   MT  0.99995599   -1 46 05.4
 FE0857;SPC TN       -   478,674.62  1,070,889.92   sFT  0.99995599   -1 46 05.4
 FE0857;UTM  16      - 3,942,605.403   317,018.518   MT  1.00001261   -1 10 35.9
 FE0857
 FE0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0857!SPC TN       -   0.99998698  x   0.99995599  =   0.99994297
 FE0857!UTM  16      -   0.99998698  x   1.00001261  =   0.99999959
 FE0857
 FE0857                          SUPERSEDED SURVEY CONTROL
 FE0857
 FE0857  NAVD 88 (06/15/91)  111.054  (m)          364.35   (f) ADJUSTED    2 0
 FE0857  NGVD 29 (??/??/??)  111.078  (m)          364.43   (f) ADJUSTED    2 0
 FE0857
 FE0857.Superseded values are not recommended for survey control.
 FE0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0857.See file dsdata.txt to determine how the superseded data were derived.
 FE0857
 FE0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1701942605(NAD 83)
 FE0857_MARKER: DB = BENCH MARK DISK
 FE0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0857_SP_SET: CULVERT
 FE0857_STAMPING: L 215 1959
 FE0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0857+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 FE0857
 FE0857  HISTORY     - Date     Condition        Report By
 FE0857  HISTORY     - 1959     MONUMENTED       CGS
 FE0857  HISTORY     - 20020603 GOOD             USACE
 FE0857
 FE0857                          STATION DESCRIPTION
 FE0857
 FE0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0857'14 MI E FROM BROWNSVILLE.
 FE0857'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0857'BROWNSVILLE, THENCE 4.35 MILES NORTH-NORTHEAST ALONG INTERSTATE
 FE0857'HIGHWAY 40.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF THE EAST
 FE0857'BOUND TRAFFIC LANE, AND IS 36 FEET SOUTH OF THE CENTERLINE OF THE
 FE0857'EAST BOUND TRAFFIC LANE, AND IS 4 FEET BELOW THE LEVEL OF THE
 FE0857'ROAD.  IT IS SET IN A DRILL HOLE IN THE WEST END OF A SOUTH
 FE0857'WINGWALL OF A 10 FOOT WIDE CONCRETE CULVERT.
 FE0857
 FE0857                          STATION RECOVERY (2002)
 FE0857
 FE0857'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0670 ***********************************************************************
 FE0670  DESIGNATION -  L 216
 FE0670  PID         -  FE0670
 FE0670  STATE/COUNTY-  TN/HENDERSON
 FE0670  USGS QUAD   -  JUNO (1980)
 FE0670
 FE0670                         *CURRENT SURVEY CONTROL
 FE0670  ___________________________________________________________________
 FE0670* NAD 83(1986)-  35 44 48.     (N)    088 32 02.     (W)     SCALED    
 FE0670* NAVD 88     -       152.539  (meters)     500.45   (feet)  ADJUSTED  
 FE0670  ___________________________________________________________________
 FE0670  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0670  DYNAMIC HT  -         152.403 (meters)     500.01  (feet)  COMP
 FE0670  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 FE0670
 FE0670  VERT ORDER  -  SECOND    CLASS 0
 FE0670
 FE0670.The horizontal coordinates were scaled from a topographic map and have
 FE0670.an estimated accuracy of +/- 6 seconds.
 FE0670
 FE0670.The orthometric height was determined by differential leveling
 FE0670.and adjusted by the National Geodetic Survey in June 1991..
 FE0670
 FE0670.The geoid height was determined by GEOID03.
 FE0670
 FE0670.The dynamic height is computed by dividing the NAVD 88
 FE0670.geopotential number by the normal gravity value computed on the
 FE0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0670.degrees latitude (g = 980.6199 gals.).
 FE0670
 FE0670.The modeled gravity was interpolated from observed gravity values.
 FE0670
 FE0670;                    North         East    Units  Estimated Accuracy
 FE0670;SPC TN       -   159,780.      370,840.      MT  (+/- 180 meters Scaled)
 FE0670
 FE0670                          SUPERSEDED SURVEY CONTROL
 FE0670
 FE0670  NGVD 29 (??/??/??)  152.566  (m)          500.54   (f) ADJUSTED    2 0
 FE0670
 FE0670.Superseded values are not recommended for survey control.
 FE0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0670.See file dsdata.txt to determine how the superseded data were derived.
 FE0670
 FE0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE613569(NAD 83)
 FE0670_MARKER: DB = BENCH MARK DISK
 FE0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0670_STAMPING: L 216 1959
 FE0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0670+STABILITY: SURFACE MOTION
 FE0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0670+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 FE0670
 FE0670  HISTORY     - Date     Condition        Report By
 FE0670  HISTORY     - 1959     MONUMENTED       CGS
 FE0670  HISTORY     - 20020912 GOOD             USACE
 FE0670
 FE0670                          STATION DESCRIPTION
 FE0670
 FE0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0670'18.2 MI SW FROM YUMA.
 FE0670'3.8 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0670'RAILROAD FROM THE STATION, THENCE 1.85 MILES WEST AND SOUTH ON
 FE0670'A GRAVELED AND PAVED ROAD, THENCE 3.25 MILES WEST ON AN ASPHALT
 FE0670'AND GRAVELED ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED ROAD TO A
 FE0670'DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO A TRACK
 FE0670'ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5 MILES
 FE0670'EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILE NORTHWEST ON
 FE0670'STATE HIGHWAY 104, THENCE 1.4 MILE WEST ON A GRAVELED ROAD,
 FE0670'43 FT. EAST OF THE CENTER OF A PRIVATE DRIVE, 16 FT. SOUTH OF THE
 FE0670'CENTER OF A GRAVELED ROAD, 22 FT. EAST OF A LONE OAK TREE, 0.8 FT.
 FE0670'NORTH OF A FENCE, 1.3 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN
 FE0670'TOP OF A CONCRETE POST PROJECTING 3 INCHES, ABOUT LEVEL WITH THE
 FE0670'ROAD.
 FE0670
 FE0670                          STATION RECOVERY (2002)
 FE0670
 FE0670'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1156 ***********************************************************************
 FD1156  DESIGNATION -  L 218
 FD1156  PID         -  FD1156
 FD1156  STATE/COUNTY-  TN/HICKMAN
 FD1156  USGS QUAD   -  BUCKSNORT (1968)
 FD1156
 FD1156                         *CURRENT SURVEY CONTROL
 FD1156  ___________________________________________________________________
 FD1156* NAD 83(1986)-  35 53 38.     (N)    087 38 59.     (W)     SCALED    
 FD1156* NAVD 88     -       137.254  (meters)     450.31   (feet)  ADJUSTED  
 FD1156  ___________________________________________________________________
 FD1156  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FD1156  DYNAMIC HT  -         137.134 (meters)     449.91  (feet)  COMP
 FD1156  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 FD1156
 FD1156  VERT ORDER  -  SECOND    CLASS 0
 FD1156
 FD1156.The horizontal coordinates were scaled from a topographic map and have
 FD1156.an estimated accuracy of +/- 6 seconds.
 FD1156
 FD1156.The orthometric height was determined by differential leveling
 FD1156.and adjusted by the National Geodetic Survey in June 1991..
 FD1156
 FD1156.The geoid height was determined by GEOID03.
 FD1156
 FD1156.The dynamic height is computed by dividing the NAVD 88
 FD1156.geopotential number by the normal gravity value computed on the
 FD1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1156.degrees latitude (g = 980.6199 gals.).
 FD1156
 FD1156.The modeled gravity was interpolated from observed gravity values.
 FD1156
 FD1156;                    North         East    Units  Estimated Accuracy
 FD1156;SPC TN       -   174,400.      451,070.      MT  (+/- 180 meters Scaled)
 FD1156
 FD1156                          SUPERSEDED SURVEY CONTROL
 FD1156
 FD1156  NGVD 29 (??/??/92)  137.276  (m)          450.38   (f) ADJ UNCH    2 0
 FD1156
 FD1156.Superseded values are not recommended for survey control.
 FD1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1156.See file dsdata.txt to determine how the superseded data were derived.
 FD1156
 FD1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE413723(NAD 83)
 FD1156_MARKER: DB = BENCH MARK DISK
 FD1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1156_STAMPING: L 218 1959
 FD1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1156+STABILITY: SURFACE MOTION
 FD1156
 FD1156  HISTORY     - Date     Condition        Report By
 FD1156  HISTORY     - 1959     MONUMENTED       CGS
 FD1156
 FD1156                          STATION DESCRIPTION
 FD1156
 FD1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1156'4.9 MI NE FROM ONLY.
 FD1156'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1156'6173, GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4
 FD1156'MILES NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON
 FD1156'A GRAVELED ROAD TO A Y JUNCTION, 86 FT. SOUTH OF THE CENTER
 FD1156'OF A Y JUNCTION, 128 FT. NORTH OF THE NORTHEAST CORNER OF AN
 FD1156'ABANDONED FARM HOUSE, 38 FT. WEST OF THE CENTER OF A GRAVELED
 FD1156'ROAD, 20 FT. SOUTHWEST OF A 10-INCH WALNUT TREE, 2.2 FT. WEST
 FD1156'OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FD1156'4 INCHES, AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1458 ***********************************************************************
 GC1458  DESIGNATION -  L 219
 GC1458  PID         -  GC1458
 GC1458  STATE/COUNTY-  TN/DICKSON
 GC1458  USGS QUAD   -  BURNS (1986)
 GC1458
 GC1458                         *CURRENT SURVEY CONTROL
 GC1458  ___________________________________________________________________
 GC1458* NAD 83(1986)-  36 01 50.     (N)    087 15 35.     (W)     SCALED    
 GC1458* NAVD 88     -       234.951  (meters)     770.84   (feet)  ADJUSTED  
 GC1458  ___________________________________________________________________
 GC1458  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GC1458  DYNAMIC HT  -         234.746 (meters)     770.16  (feet)  COMP
 GC1458  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 GC1458
 GC1458  VERT ORDER  -  SECOND    CLASS 0
 GC1458
 GC1458.The horizontal coordinates were scaled from a topographic map and have
 GC1458.an estimated accuracy of +/- 6 seconds.
 GC1458
 GC1458.The orthometric height was determined by differential leveling
 GC1458.and adjusted by the National Geodetic Survey in June 1991..
 GC1458
 GC1458.The geoid height was determined by GEOID03.
 GC1458
 GC1458.The dynamic height is computed by dividing the NAVD 88
 GC1458.geopotential number by the normal gravity value computed on the
 GC1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1458.degrees latitude (g = 980.6199 gals.).
 GC1458
 GC1458.The modeled gravity was interpolated from observed gravity values.
 GC1458
 GC1458;                    North         East    Units  Estimated Accuracy
 GC1458;SPC TN       -   189,040.      486,470.      MT  (+/- 180 meters Scaled)
 GC1458
 GC1458                          SUPERSEDED SURVEY CONTROL
 GC1458
 GC1458  NGVD 29 (??/??/92)  234.947  (m)          770.82   (f) ADJ UNCH    2 0
 GC1458
 GC1458.Superseded values are not recommended for survey control.
 GC1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1458.See file dsdata.txt to determine how the superseded data were derived.
 GC1458
 GC1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE766873(NAD 83)
 GC1458_MARKER: DB = BENCH MARK DISK
 GC1458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1458_SP_SET: CULVERT
 GC1458_STAMPING: L 219 1959
 GC1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1458
 GC1458  HISTORY     - Date     Condition        Report By
 GC1458  HISTORY     - 1959     MONUMENTED       CGS
 GC1458
 GC1458                          STATION DESCRIPTION
 GC1458
 GC1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1458'6 MI NE FROM TIDWELL.
 GC1458'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1458'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1458'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1458'ROAD, THENCE 0.5 MILE SOUTHEAST ON A PAVED ROAD, 18 FT. NORTHEAST
 GC1458'OF THE CENTER OF THE PAVED ROAD, 27 FT. NORTHWEST OF THE CENTER OF
 GC1458'A DRIVEWAY, 78 FT. SOUTHWEST OF A MONUMENT READING RIDGLEA ANGUS
 GC1458'FARM, A DISK DRILLED IN THE TOP OF A CONCRETE CULVERT, ABOUT 2
 GC1458'FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1383 ***********************************************************************
 GC1383  DESIGNATION -  L 22
 GC1383  PID         -  GC1383
 GC1383  STATE/COUNTY-  TN/DICKSON
 GC1383  USGS QUAD   -  VANLEER (1983)
 GC1383
 GC1383                         *CURRENT SURVEY CONTROL
 GC1383  ___________________________________________________________________
 GC1383* NAD 83(1986)-  36 09 32.     (N)    087 25 14.     (W)     SCALED    
 GC1383* NAVD 88     -       271.627  (meters)     891.16   (feet)  ADJUSTED  
 GC1383  ___________________________________________________________________
 GC1383  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GC1383  DYNAMIC HT  -         271.392 (meters)     890.39  (feet)  COMP
 GC1383  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 GC1383
 GC1383  VERT ORDER  -  SECOND    CLASS 0
 GC1383
 GC1383.The horizontal coordinates were scaled from a topographic map and have
 GC1383.an estimated accuracy of +/- 6 seconds.
 GC1383
 GC1383.The orthometric height was determined by differential leveling
 GC1383.and adjusted by the National Geodetic Survey in June 1991..
 GC1383
 GC1383.The geoid height was determined by GEOID03.
 GC1383
 GC1383.The dynamic height is computed by dividing the NAVD 88
 GC1383.geopotential number by the normal gravity value computed on the
 GC1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1383.degrees latitude (g = 980.6199 gals.).
 GC1383
 GC1383.The modeled gravity was interpolated from observed gravity values.
 GC1383
 GC1383;                    North         East    Units  Estimated Accuracy
 GC1383;SPC TN       -   203,470.      472,180.      MT  (+/- 180 meters Scaled)
 GC1383
 GC1383                          SUPERSEDED SURVEY CONTROL
 GC1383
 GC1383  NGVD 29 (??/??/92)  271.627  (m)          891.16   (f) ADJ UNCH    2 0
 GC1383
 GC1383.Superseded values are not recommended for survey control.
 GC1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1383.See file dsdata.txt to determine how the superseded data were derived.
 GC1383
 GC1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF621016(NAD 83)
 GC1383_MARKER: DB = BENCH MARK DISK
 GC1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1383_STAMPING: 891.458 L 22 1934
 GC1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1383+STABILITY: SURFACE MOTION
 GC1383
 GC1383  HISTORY     - Date     Condition        Report By
 GC1383  HISTORY     - 1934     MONUMENTED       CGS
 GC1383  HISTORY     - 1948     GOOD             NGS
 GC1383
 GC1383                          STATION DESCRIPTION
 GC1383
 GC1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1383'4 MI N FROM POND.
 GC1383'0.35 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 GC1383'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY AT POND, THENCE
 GC1383'ABOUT 0.15 MILE WEST ALONG OLD U.S. HIGHWAY 70, THENCE ABOUT 3.55
 GC1383'MILES NORTH ALONG POND-SYLVIA ROAD, ON THE EAST SIDE OF THE ROAD,
 GC1383'26 FEET EAST OF THE CENTER LINE OF THE ROAD, 152 FEET SOUTHWEST
 GC1383'OF THE SOUTH CORNER OF A WHITE 1 1/2-STORY FARM HOUSE, 94.5 FEET
 GC1383'SOUTH OF THE SOUTH END OF AN 18-INCH CONCRETE PIPE CULVERT UNDER
 GC1383'DRIVE, 55 FEET SOUTHWEST OF A 24-INCH OAK TREE, 1 FOOT NORTH OF A
 GC1383'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 GC1383'TOP OF A CONCRETE POST PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1499 ***********************************************************************
 GC1499  DESIGNATION -  L 220
 GC1499  PID         -  GC1499
 GC1499  STATE/COUNTY-  TN/CHEATHAM
 GC1499  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1499
 GC1499                         *CURRENT SURVEY CONTROL
 GC1499  ___________________________________________________________________
 GC1499* NAD 83(1986)-  36 04 45.     (N)    087 02 19.     (W)     SCALED    
 GC1499* NAVD 88     -       175.460  (meters)     575.65   (feet)  ADJUSTED  
 GC1499  ___________________________________________________________________
 GC1499  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GC1499  DYNAMIC HT  -         175.308 (meters)     575.16  (feet)  COMP
 GC1499  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 GC1499
 GC1499  VERT ORDER  -  SECOND    CLASS 0
 GC1499
 GC1499.The horizontal coordinates were scaled from a topographic map and have
 GC1499.an estimated accuracy of +/- 6 seconds.
 GC1499
 GC1499.The orthometric height was determined by differential leveling
 GC1499.and adjusted by the National Geodetic Survey in June 1991..
 GC1499
 GC1499.The geoid height was determined by GEOID03.
 GC1499
 GC1499.The dynamic height is computed by dividing the NAVD 88
 GC1499.geopotential number by the normal gravity value computed on the
 GC1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1499.degrees latitude (g = 980.6199 gals.).
 GC1499
 GC1499.The modeled gravity was interpolated from observed gravity values.
 GC1499
 GC1499;                    North         East    Units  Estimated Accuracy
 GC1499;SPC TN       -   194,200.      506,450.      MT  (+/- 180 meters Scaled)
 GC1499
 GC1499                          SUPERSEDED SURVEY CONTROL
 GC1499
 GC1499  NGVD 29 (??/??/92)  175.478  (m)          575.71   (f) ADJ UNCH    2 0
 GC1499
 GC1499.Superseded values are not recommended for survey control.
 GC1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1499.See file dsdata.txt to determine how the superseded data were derived.
 GC1499
 GC1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE965927(NAD 83)
 GC1499_MARKER: DB = BENCH MARK DISK
 GC1499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1499_SP_SET: CULVERT
 GC1499_STAMPING: L 220 1959
 GC1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1499
 GC1499  HISTORY     - Date     Condition        Report By
 GC1499  HISTORY     - 1959     MONUMENTED       CGS
 GC1499
 GC1499                          STATION DESCRIPTION
 GC1499
 GC1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1499'5.2 MI SE FROM KINGSTON SPRINGS.
 GC1499'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1499'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC1499'ROAD, THENCE 3.45 MILES EAST ON THE INTERSTATE HIGHWAY TO A
 GC1499'10 FT. CONCRETE CULVERT OVER A SMALL CREEK, A DISK DRILLED IN THE
 GC1499'TOP OF THE NORTH CONCRETE HEADWALL OF THE CONCRETE CULVERT, 110
 GC1499'FT. NORTH OF THE CENTER OF THE INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0524 ***********************************************************************
 GC0524  DESIGNATION -  L 221
 GC0524  PID         -  GC0524
 GC0524  STATE/COUNTY-  TN/SUMNER
 GC0524  USGS QUAD   -  WHITE HOUSE (1981)
 GC0524
 GC0524                         *CURRENT SURVEY CONTROL
 GC0524  ___________________________________________________________________
 GC0524* NAD 83(1986)-  36 22 51.     (N)    086 42 46.     (W)     SCALED    
 GC0524* NAVD 88     -       159.056  (meters)     521.84   (feet)  ADJUSTED  
 GC0524  ___________________________________________________________________
 GC0524  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC0524  DYNAMIC HT  -         158.920 (meters)     521.39  (feet)  COMP
 GC0524  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GC0524
 GC0524  VERT ORDER  -  SECOND    CLASS 0
 GC0524
 GC0524.The horizontal coordinates were scaled from a topographic map and have
 GC0524.an estimated accuracy of +/- 6 seconds.
 GC0524
 GC0524.The orthometric height was determined by differential leveling
 GC0524.and adjusted by the National Geodetic Survey in June 1991..
 GC0524
 GC0524.The geoid height was determined by GEOID03.
 GC0524
 GC0524.The dynamic height is computed by dividing the NAVD 88
 GC0524.geopotential number by the normal gravity value computed on the
 GC0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0524.degrees latitude (g = 980.6199 gals.).
 GC0524
 GC0524.The modeled gravity was interpolated from observed gravity values.
 GC0524
 GC0524;                    North         East    Units  Estimated Accuracy
 GC0524;SPC TN       -   227,410.      536,050.      MT  (+/- 180 meters Scaled)
 GC0524
 GC0524                          SUPERSEDED SURVEY CONTROL
 GC0524
 GC0524  NGVD 29 (??/??/92)  159.107  (m)          522.00   (f) ADJ UNCH    2 0
 GC0524
 GC0524.Superseded values are not recommended for survey control.
 GC0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0524.See file dsdata.txt to determine how the superseded data were derived.
 GC0524
 GC0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF257262(NAD 83)
 GC0524_MARKER: DB = BENCH MARK DISK
 GC0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0524_STAMPING: L 221 1959
 GC0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0524+STABILITY: SURFACE MOTION
 GC0524
 GC0524  HISTORY     - Date     Condition        Report By
 GC0524  HISTORY     - 1959     MONUMENTED       CGS
 GC0524  HISTORY     - 1960     GOOD             NGS
 GC0524
 GC0524                          STATION DESCRIPTION
 GC0524
 GC0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0524'0.9 MI N FROM MILLERSVILLE.
 GC0524'FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE, GO NORTH ON U.S.
 GC0524'HIGHWAY 31 W FOR 0.3 MILE, THENCE 0.6 MILE NORTHWEST ON A
 GC0524'GRAVELED ROAD, 99 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GC0524'HOUSE THAT IS NEAR A T JUNCTION, 50 FT. NORTHEAST OF THE CENTER
 GC0524'OF THE GRAVELED ROAD, 35 FT. NORTHEAST OF A FENCE CORNER, 1 FT.
 GC0524'NORTHWEST OF A FENCE AND 2.5 FT. NORTHEAST OF A WITNESS SIGN,
 GC0524'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND
 GC0524'ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0552 ***********************************************************************
 FD0552  DESIGNATION -  L 223
 FD0552  PID         -  FD0552
 FD0552  STATE/COUNTY-  TN/WILLIAMSON
 FD0552  USGS QUAD   -  BETHESDA (1982)
 FD0552
 FD0552                         *CURRENT SURVEY CONTROL
 FD0552  ___________________________________________________________________
 FD0552* NAD 83(1986)-  35 47 23.     (N)    086 51 41.     (W)     SCALED    
 FD0552* NAVD 88     -       254.050  (meters)     833.50   (feet)  ADJUSTED  
 FD0552  ___________________________________________________________________
 FD0552  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FD0552  DYNAMIC HT  -         253.825 (meters)     832.76  (feet)  COMP
 FD0552  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FD0552
 FD0552  VERT ORDER  -  SECOND    CLASS 0
 FD0552
 FD0552.The horizontal coordinates were scaled from a topographic map and have
 FD0552.an estimated accuracy of +/- 6 seconds.
 FD0552
 FD0552.The orthometric height was determined by differential leveling
 FD0552.and adjusted by the National Geodetic Survey in June 1991..
 FD0552
 FD0552.The geoid height was determined by GEOID03.
 FD0552
 FD0552.The dynamic height is computed by dividing the NAVD 88
 FD0552.geopotential number by the normal gravity value computed on the
 FD0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0552.degrees latitude (g = 980.6199 gals.).
 FD0552
 FD0552.The modeled gravity was interpolated from observed gravity values.
 FD0552
 FD0552;                    North         East    Units  Estimated Accuracy
 FD0552;SPC TN       -   161,930.      522,130.      MT  (+/- 180 meters Scaled)
 FD0552
 FD0552                          SUPERSEDED SURVEY CONTROL
 FD0552
 FD0552  NGVD 29 (??/??/92)  254.025  (m)          833.41   (f) ADJ UNCH    2 0
 FD0552
 FD0552.Superseded values are not recommended for survey control.
 FD0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0552.See file dsdata.txt to determine how the superseded data were derived.
 FD0552
 FD0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE125606(NAD 83)
 FD0552_MARKER: DB = BENCH MARK DISK
 FD0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0552_STAMPING: L 223 1960
 FD0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0552+STABILITY: SURFACE MOTION
 FD0552
 FD0552  HISTORY     - Date     Condition        Report By
 FD0552  HISTORY     - 1960     MONUMENTED       CGS
 FD0552  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 FD0552
 FD0552                          STATION DESCRIPTION
 FD0552
 FD0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0552'6.2 MI NE FROM SPRING HILL.
 FD0552'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0552'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 3.6
 FD0552'MILES EAST ON DUPLEX ROAD, THEN 2.65 MILES NORTH ON INTERSTATE
 FD0552'HIGHWAY 65 TO THE INTERSECTION OF THOMPSON STATION ROAD.  THE
 FD0552'BENCH MARK IS ABOUT 455 FT. WEST OF THE CENTER OF THE INTERSTATE
 FD0552'HIGHWAY, 26 FT. NORTH OF THE CENTER OF THOMPSON STATION ROAD,
 FD0552'24 FT. EAST OF THE CENTER OF A DRIVEWAY, 12 FT. EAST OF A POWER
 FD0552'LINE POLE, 1 FT. SOUTH OF A FENCE, AND 1.4 FT. NORTH OF A
 FD0552'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0552'PROJECTING 2 INCHES AND ABOUT 2 FT. ABOVE THE LEVEL OF THE
 FD0552'ROAD.
 FD0552
 FD0552                          STATION RECOVERY (1979)
 FD0552
 FD0552'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FD0552'THERE HAS BEEN GRADING IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0596 ***********************************************************************
 FD0596  DESIGNATION -  L 224
 FD0596  PID         -  FD0596
 FD0596  STATE/COUNTY-  TN/MAURY
 FD0596  USGS QUAD   -  GLENDALE (1981)
 FD0596
 FD0596                         *CURRENT SURVEY CONTROL
 FD0596  ___________________________________________________________________
 FD0596* NAD 83(1986)-  35 31 53.     (N)    086 54 08.     (W)     SCALED    
 FD0596* NAVD 88     -       222.374  (meters)     729.57   (feet)  ADJUSTED  
 FD0596  ___________________________________________________________________
 FD0596  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FD0596  DYNAMIC HT  -         222.176 (meters)     728.92  (feet)  COMP
 FD0596  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 FD0596
 FD0596  VERT ORDER  -  SECOND    CLASS 0
 FD0596
 FD0596.The horizontal coordinates were scaled from a topographic map and have
 FD0596.an estimated accuracy of +/- 6 seconds.
 FD0596
 FD0596.The orthometric height was determined by differential leveling
 FD0596.and adjusted by the National Geodetic Survey in June 1991..
 FD0596
 FD0596.The geoid height was determined by GEOID03.
 FD0596
 FD0596.The dynamic height is computed by dividing the NAVD 88
 FD0596.geopotential number by the normal gravity value computed on the
 FD0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0596.degrees latitude (g = 980.6199 gals.).
 FD0596
 FD0596.The modeled gravity was interpolated from observed gravity values.
 FD0596
 FD0596;                    North         East    Units  Estimated Accuracy
 FD0596;SPC TN       -   133,300.      518,180.      MT  (+/- 180 meters Scaled)
 FD0596
 FD0596                          SUPERSEDED SURVEY CONTROL
 FD0596
 FD0596  NGVD 29 (??/??/92)  222.358  (m)          729.52   (f) ADJ UNCH    2 0
 FD0596
 FD0596.Superseded values are not recommended for survey control.
 FD0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0596.See file dsdata.txt to determine how the superseded data were derived.
 FD0596
 FD0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE088319(NAD 83)
 FD0596_MARKER: DB = BENCH MARK DISK
 FD0596_SETTING: 66 = SET IN ROCK OUTCROP
 FD0596_SP_SET: OUTCROPPING BEDROCK
 FD0596_STAMPING: L 224 1960
 FD0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0596+STABILITY: POSITION/ELEVATION WELL
 FD0596
 FD0596  HISTORY     - Date     Condition        Report By
 FD0596  HISTORY     - 1960     MONUMENTED       CGS
 FD0596  HISTORY     - 1972     MARK NOT FOUND   TVA
 FD0596
 FD0596                          STATION DESCRIPTION
 FD0596
 FD0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0596'1.5 MI NW FROM BRYANT.
 FD0596'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0596'50 FOR 0.7 MILE, THEN 0.8 MILE NORTH ON INTERSTATE HIGHWAY 65.
 FD0596'THE BENCH MARK IS ABOUT 175 FT. WEST OF THE CENTER OF INTERSTATE
 FD0596'HIGHWAY 65, 87 FT. WEST OF A FENCE, 75 FT. NORTH OF THE CENTER OF
 FD0596'A TRACK ROAD, JUST BEFORE REACHING A GATE AND 4.5 FT. SOUTH OF
 FD0596'A TREE WITH A WITNESS SIGN NAILED TO IT.  THE DISK IS CEMENTED
 FD0596'IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING OF BEDROCK THAT IS
 FD0596'FLUSH WITH THE GROUND.
 FD0596
 FD0596                          STATION RECOVERY (1972)
 FD0596
 FD0596'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0431 ***********************************************************************
 FD0431  DESIGNATION -  L 225
 FD0431  PID         -  FD0431
 FD0431  STATE/COUNTY-  TN/GILES
 FD0431  USGS QUAD   -  TARPLEY (1982)
 FD0431
 FD0431                         *CURRENT SURVEY CONTROL
 FD0431  ___________________________________________________________________
 FD0431* NAD 83(1986)-  35 08 37.     (N)    086 52 40.     (W)     SCALED    
 FD0431* NAVD 88     -       208.606  (meters)     684.40   (feet)  ADJUSTED  
 FD0431  ___________________________________________________________________
 FD0431  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FD0431  DYNAMIC HT  -         208.411 (meters)     683.76  (feet)  COMP
 FD0431  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 FD0431
 FD0431  VERT ORDER  -  SECOND    CLASS 0
 FD0431
 FD0431.The horizontal coordinates were scaled from a topographic map and have
 FD0431.an estimated accuracy of +/- 6 seconds.
 FD0431
 FD0431.The orthometric height was determined by differential leveling
 FD0431.and adjusted by the National Geodetic Survey in June 1991..
 FD0431
 FD0431.The geoid height was determined by GEOID03.
 FD0431
 FD0431.The dynamic height is computed by dividing the NAVD 88
 FD0431.geopotential number by the normal gravity value computed on the
 FD0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0431.degrees latitude (g = 980.6199 gals.).
 FD0431
 FD0431.The modeled gravity was interpolated from observed gravity values.
 FD0431
 FD0431;                    North         East    Units  Estimated Accuracy
 FD0431;SPC TN       -    90,260.      520,010.      MT  (+/- 180 meters Scaled)
 FD0431
 FD0431                          SUPERSEDED SURVEY CONTROL
 FD0431
 FD0431  NGVD 29 (??/??/92)  208.578  (m)          684.31   (f) ADJ UNCH    2 0
 FD0431
 FD0431.Superseded values are not recommended for survey control.
 FD0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0431.See file dsdata.txt to determine how the superseded data were derived.
 FD0431
 FD0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED111889(NAD 83)
 FD0431_MARKER: DB = BENCH MARK DISK
 FD0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0431_STAMPING: L 225 1960
 FD0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0431+STABILITY: SURFACE MOTION
 FD0431
 FD0431  HISTORY     - Date     Condition        Report By
 FD0431  HISTORY     - 1960     MONUMENTED       CGS
 FD0431
 FD0431                          STATION DESCRIPTION
 FD0431
 FD0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0431'0.4 MI N FROM BUNKER HILL.
 FD0431'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0431'FOR 0.4 MILE.  THE BENCH MARK IS ABOUT 300 FT. EAST OF THE
 FD0431'CENTER OF THE PROPOSED INTERSTATE HIGHWAY, 47 FT. EAST OF A POWER
 FD0431'LINE POLE, 25 FT. EAST OF THE CENTER OF THE PAVED ROAD, 5 FT.
 FD0431'NORTH OF A POWER LINE BRACE POLE, AND 1.8 FT. EAST OF A WITNESS
 FD0431'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 FD0431'INCHES AND IS ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0253 ***********************************************************************
 GC0253  DESIGNATION -  L 226
 GC0253  PID         -  GC0253
 GC0253  STATE/COUNTY-  TN/WILSON
 GC0253  USGS QUAD   -  LEBANON (1983)
 GC0253
 GC0253                         *CURRENT SURVEY CONTROL
 GC0253  ___________________________________________________________________
 GC0253* NAD 83(1986)-  36 11 06.     (N)    086 22 28.     (W)     SCALED    
 GC0253* NAVD 88     -       207.013  (meters)     679.18   (feet)  ADJUSTED  
 GC0253  ___________________________________________________________________
 GC0253  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC0253  DYNAMIC HT  -         206.840 (meters)     678.61  (feet)  COMP
 GC0253  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GC0253
 GC0253  VERT ORDER  -  SECOND    CLASS 0
 GC0253
 GC0253.The horizontal coordinates were scaled from a topographic map and have
 GC0253.an estimated accuracy of +/- 6 seconds.
 GC0253
 GC0253.The orthometric height was determined by differential leveling
 GC0253.and adjusted by the National Geodetic Survey in June 1991..
 GC0253
 GC0253.The geoid height was determined by GEOID03.
 GC0253
 GC0253.The dynamic height is computed by dividing the NAVD 88
 GC0253.geopotential number by the normal gravity value computed on the
 GC0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0253.degrees latitude (g = 980.6199 gals.).
 GC0253
 GC0253.The modeled gravity was interpolated from observed gravity values.
 GC0253
 GC0253;                    North         East    Units  Estimated Accuracy
 GC0253;SPC TN       -   205,510.      566,320.      MT  (+/- 180 meters Scaled)
 GC0253
 GC0253                          SUPERSEDED SURVEY CONTROL
 GC0253
 GC0253  NGVD 29 (??/??/92)  207.068  (m)          679.36   (f) ADJ UNCH    2 0
 GC0253
 GC0253.Superseded values are not recommended for survey control.
 GC0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0253.See file dsdata.txt to determine how the superseded data were derived.
 GC0253
 GC0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF562046(NAD 83)
 GC0253_MARKER: DB = BENCH MARK DISK
 GC0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0253_STAMPING: L 266 1960
 GC0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0253+STABILITY: SURFACE MOTION
 GC0253
 GC0253  HISTORY     - Date     Condition        Report By
 GC0253  HISTORY     - 1960     MONUMENTED       CGS
 GC0253  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC0253
 GC0253                          STATION DESCRIPTION
 GC0253
 GC0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0253'7.7 MI SW FROM LEBANON.
 GC0253'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0253'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 5.6 MILES WEST
 GC0253'ON INTERSTATE HIGHWAY 40, THEN 0.3 MILE WEST ON TUCKER GAP ROAD
 GC0253'TO A PRIVATE DRIVE LEADING NORTH.  THE BENCH MARK IS ABOUT 200
 GC0253'FT. NORTH OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40,
 GC0253'31 FT. NORTH OF THE CENTER OF TUCKER GAP ROAD, 51 FT. SOUTHWEST
 GC0253'OF A 16-INCH MAPLE TREE, 13 FT. WEST OF THE CENTER OF A GATE AND
 GC0253'PRIVATE DRIVE, 7 FT. EAST OF AN OLD TELEPHONE POLE USED AS A FENCE
 GC0253'POST, 1.5 FT. SOUTH OF A FENCE, AND 2.6 FT. EAST OF A WITNESS SIGN.
 GC0253'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GC0253'AND IS ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
 GC0253
 GC0253                          STATION RECOVERY (2001)
 GC0253
 GC0253'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1838 ***********************************************************************
 GB1838  DESIGNATION -  L 227
 GB1838  PID         -  GB1838
 GB1838  STATE/COUNTY-  TN/SMITH
 GB1838  USGS QUAD   -  GORDONSVILLE (1986)
 GB1838
 GB1838                         *CURRENT SURVEY CONTROL
 GB1838  ___________________________________________________________________
 GB1838* NAD 83(1986)-  36 10 25.     (N)    085 55 20.     (W)     SCALED    
 GB1838* NAVD 88     -       153.199  (meters)     502.62   (feet)  ADJUSTED  
 GB1838  ___________________________________________________________________
 GB1838  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB1838  DYNAMIC HT  -         153.068 (meters)     502.19  (feet)  COMP
 GB1838  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 GB1838
 GB1838  VERT ORDER  -  SECOND    CLASS 0
 GB1838
 GB1838.The horizontal coordinates were scaled from a topographic map and have
 GB1838.an estimated accuracy of +/- 6 seconds.
 GB1838
 GB1838.The orthometric height was determined by differential leveling
 GB1838.and adjusted by the National Geodetic Survey in June 1991..
 GB1838
 GB1838.The geoid height was determined by GEOID03.
 GB1838
 GB1838.The dynamic height is computed by dividing the NAVD 88
 GB1838.geopotential number by the normal gravity value computed on the
 GB1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1838.degrees latitude (g = 980.6199 gals.).
 GB1838
 GB1838.The modeled gravity was interpolated from observed gravity values.
 GB1838
 GB1838;                    North         East    Units  Estimated Accuracy
 GB1838;SPC TN       -   204,180.      607,000.      MT  (+/- 180 meters Scaled)
 GB1838
 GB1838                          SUPERSEDED SURVEY CONTROL
 GB1838
 GB1838  NGVD 29 (??/??/92)  153.265  (m)          502.84   (f) ADJ UNCH    2 0
 GB1838
 GB1838.Superseded values are not recommended for survey control.
 GB1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1838.See file dsdata.txt to determine how the superseded data were derived.
 GB1838
 GB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF969037(NAD 83)
 GB1838_MARKER: DB = BENCH MARK DISK
 GB1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1838_STAMPING: L 227 1960
 GB1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1838+STABILITY: SURFACE MOTION
 GB1838
 GB1838  HISTORY     - Date     Condition        Report By
 GB1838  HISTORY     - 1960     MONUMENTED       CGS
 GB1838
 GB1838                          STATION DESCRIPTION
 GB1838
 GB1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1838'0.8 MI E FROM GORDONSVILLE.
 GB1838'FROM THE POST OFFICE IN GORDONSVILLE, GO EAST ON STATE HIGHWAY 141
 GB1838'FOR 0.7 MILE, THEN 0.1 MILE NORTHEAST ON A PAVED ROAD.  THE BENCH
 GB1838'MARK IS ABOUT 200 FT. SOUTH OF PROPOSED INTERSTATE HIGHWAY 40,
 GB1838'37 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE, 26
 GB1838'FT. NORTHWEST OF THE CENTER OF A PAVED ROAD, 10 FT. NORTHWEST OF
 GB1838'A TELEPHONE POLE WITH A GUY WIRE, 1 FT. WEST OF A FENCE, AND 1.5
 GB1838'FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GB1838'CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 2 FT. BELOW THE
 GB1838'LEVEL OF THE PAVED ROAD.  NOTE-- THIS MARK IS ABOUT 0.85 MILE WEST
 GB1838'OF B.M. T 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0079 ***********************************************************************
 FD0079  DESIGNATION -  L 228
 FD0079  PID         -  FD0079
 FD0079  STATE/COUNTY-  TN/RUTHERFORD
 FD0079  USGS QUAD   -  DILLTON (1975)
 FD0079
 FD0079                         *CURRENT SURVEY CONTROL
 FD0079  ___________________________________________________________________
 FD0079* NAD 83(1986)-  35 47 09.     (N)    086 22 25.     (W)     SCALED    
 FD0079* NAVD 88     -       193.051  (meters)     633.37   (feet)  ADJUSTED  
 FD0079  ___________________________________________________________________
 FD0079  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0079  DYNAMIC HT  -         192.880 (meters)     632.81  (feet)  COMP
 FD0079  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 FD0079
 FD0079  VERT ORDER  -  SECOND    CLASS 0
 FD0079
 FD0079.The horizontal coordinates were scaled from a topographic map and have
 FD0079.an estimated accuracy of +/- 6 seconds.
 FD0079
 FD0079.The orthometric height was determined by differential leveling
 FD0079.and adjusted by the National Geodetic Survey in June 1991..
 FD0079
 FD0079.The geoid height was determined by GEOID03.
 FD0079
 FD0079.The dynamic height is computed by dividing the NAVD 88
 FD0079.geopotential number by the normal gravity value computed on the
 FD0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0079.degrees latitude (g = 980.6199 gals.).
 FD0079
 FD0079.The modeled gravity was interpolated from observed gravity values.
 FD0079
 FD0079;                    North         East    Units  Estimated Accuracy
 FD0079;SPC TN       -   161,220.      566,230.      MT  (+/- 180 meters Scaled)
 FD0079
 FD0079                          SUPERSEDED SURVEY CONTROL
 FD0079
 FD0079  NGVD 29 (??/??/92)  193.059  (m)          633.39   (f) ADJ UNCH    2 0
 FD0079
 FD0079.Superseded values are not recommended for survey control.
 FD0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0079.See file dsdata.txt to determine how the superseded data were derived.
 FD0079
 FD0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE566603(NAD 83)
 FD0079_MARKER: DB = BENCH MARK DISK
 FD0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0079_STAMPING: L 228 1960
 FD0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0079+STABILITY: SURFACE MOTION
 FD0079
 FD0079  HISTORY     - Date     Condition        Report By
 FD0079  HISTORY     - 1960     MONUMENTED       CGS
 FD0079
 FD0079                          STATION DESCRIPTION
 FD0079
 FD0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0079'5 MI SE FROM MURFREESBORO.
 FD0079'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0079'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.6 MILES, THEN
 FD0079'1.3 MILES EAST ON A GRAVELED ROAD, THEN 1.15 MILES SOUTH ON A
 FD0079'GRAVELED ROAD.  THE BENCH MARK IS 127 FT. SOUTH OF THE CENTER
 FD0079'OF A DRIVEWAY TO A HOUSE, 33 FT. SOUTHEAST OF A POWER LINE POLE
 FD0079'WITH A TRANSFORMER, 31 FT. WEST OF THE CENTER OF THE GRAVELED
 FD0079'ROAD, 7 FT. WEST OF A FENCE CORNER, AND 1.6 FT. WEST OF A
 FD0079'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0079'PROJECTING 2 INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0137 ***********************************************************************
 FD0137  DESIGNATION -  L 229
 FD0137  PID         -  FD0137
 FD0137  STATE/COUNTY-  TN/COFFEE
 FD0137  USGS QUAD   -  NOAH (1976)
 FD0137
 FD0137                         *CURRENT SURVEY CONTROL
 FD0137  ___________________________________________________________________
 FD0137* NAD 83(1986)-  35 31 30.     (N)    086 09 19.     (W)     SCALED    
 FD0137* NAVD 88     -       331.274  (meters)    1086.85   (feet)  ADJUSTED  
 FD0137  ___________________________________________________________________
 FD0137  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FD0137  DYNAMIC HT  -         330.960 (meters)    1085.82  (feet)  COMP
 FD0137  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 FD0137
 FD0137  VERT ORDER  -  SECOND    CLASS 0
 FD0137
 FD0137.The horizontal coordinates were scaled from a topographic map and have
 FD0137.an estimated accuracy of +/- 6 seconds.
 FD0137
 FD0137.The orthometric height was determined by differential leveling
 FD0137.and adjusted by the National Geodetic Survey in June 1991..
 FD0137
 FD0137.The geoid height was determined by GEOID03.
 FD0137
 FD0137.The dynamic height is computed by dividing the NAVD 88
 FD0137.geopotential number by the normal gravity value computed on the
 FD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0137.degrees latitude (g = 980.6199 gals.).
 FD0137
 FD0137.The modeled gravity was interpolated from observed gravity values.
 FD0137
 FD0137;                    North         East    Units  Estimated Accuracy
 FD0137;SPC TN       -   132,230.      585,920.      MT  (+/- 180 meters Scaled)
 FD0137
 FD0137                          SUPERSEDED SURVEY CONTROL
 FD0137
 FD0137  NGVD 29 (??/??/92)  331.267  (m)         1086.83   (f) ADJ UNCH    2 0
 FD0137
 FD0137.Superseded values are not recommended for survey control.
 FD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0137.See file dsdata.txt to determine how the superseded data were derived.
 FD0137
 FD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE765315(NAD 83)
 FD0137_MARKER: DB = BENCH MARK DISK
 FD0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0137_SP_SET: CULVERT
 FD0137_STAMPING: L 229 1960
 FD0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0137
 FD0137  HISTORY     - Date     Condition        Report By
 FD0137  HISTORY     - 1960     MONUMENTED       CGS
 FD0137
 FD0137                          STATION DESCRIPTION
 FD0137
 FD0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0137'4.6 MI NW FROM MANCHESTER.
 FD0137'FROM THE COURT HOUSE IN MANCHESTER, GO 4.6 MILES NORTHWEST ON
 FD0137'U.S. HIGHWAY 41 TO A 10 FT. CONCRETE CULVERT UNDER THE HIGHWAY.
 FD0137'THE BENCH MARK IS ABOUT 85 FT. SOUTHWEST OF A RED BRICK HOUSE,
 FD0137'24 FT. NORTHEAST OF THE CENTER OF U.S. HIGHWAY 41.  THE DISK IS
 FD0137'CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST CONCRETE HEADWALL,
 FD0137'AT THE SOUTHEAST END OF THE HEADWALL, AND ABOUT 2 FT. BELOW THE
 FD0137'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0281 ***********************************************************************
 GD0281  DESIGNATION -  L 23
 GD0281  PID         -  GD0281
 GD0281  STATE/COUNTY-  TN/WEAKLEY
 GD0281  USGS QUAD   -  MC KENZIE (1985)
 GD0281
 GD0281                         *CURRENT SURVEY CONTROL
 GD0281  ___________________________________________________________________
 GD0281* NAD 83(1986)-  36 12 48.     (N)    088 36 47.     (W)     SCALED    
 GD0281* NAVD 88     -       124.695  (meters)     409.10   (feet)  ADJUSTED  
 GD0281  ___________________________________________________________________
 GD0281  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD0281  DYNAMIC HT  -         124.592 (meters)     408.77  (feet)  COMP
 GD0281  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GD0281
 GD0281  VERT ORDER  -  SECOND    CLASS 0
 GD0281
 GD0281.The horizontal coordinates were scaled from a topographic map and have
 GD0281.an estimated accuracy of +/- 6 seconds.
 GD0281
 GD0281.The orthometric height was determined by differential leveling
 GD0281.and adjusted by the National Geodetic Survey in June 1991..
 GD0281
 GD0281.The geoid height was determined by GEOID03.
 GD0281
 GD0281.The dynamic height is computed by dividing the NAVD 88
 GD0281.geopotential number by the normal gravity value computed on the
 GD0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0281.degrees latitude (g = 980.6199 gals.).
 GD0281
 GD0281.The modeled gravity was interpolated from observed gravity values.
 GD0281
 GD0281;                    North         East    Units  Estimated Accuracy
 GD0281;SPC TN       -   211,720.      365,070.      MT  (+/- 180 meters Scaled)
 GD0281
 GD0281                          SUPERSEDED SURVEY CONTROL
 GD0281
 GD0281  NGVD 29 (??/??/??)  124.735  (m)          409.23   (f) ADJUSTED    2 0
 GD0281
 GD0281.Superseded values are not recommended for survey control.
 GD0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0281.See file dsdata.txt to determine how the superseded data were derived.
 GD0281
 GD0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF550088(NAD 83)
 GD0281_MARKER: DB = BENCH MARK DISK
 GD0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0281_STAMPING: L 23 1934 409.369
 GD0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0281+STABILITY: SURFACE MOTION
 GD0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0281+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0281
 GD0281  HISTORY     - Date     Condition        Report By
 GD0281  HISTORY     - 1934     MONUMENTED       CGS
 GD0281  HISTORY     - 1967     GOOD             CGS
 GD0281  HISTORY     - 20020826 GOOD             USACE
 GD0281
 GD0281                          STATION DESCRIPTION
 GD0281
 GD0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0281'AT GLEASON.
 GD0281'AT GLEASON IN THE FRONT YARD OF THE HIGH SCHOOL, ABOUT 30 YARDS
 GD0281'SOUTHWEST OF THE LOUISVILLE AND NASHVILLE RAILROAD TRACKS, 73.5
 GD0281'FEET SOUTH-SOUTHEAST OF POWERLINE POLE NO. 166, 64.6 FEET EAST
 GD0281'OF A 20-INCH MAPLE TREE, 42 FEET SOUTHWEST OF THE APPROXIMATE
 GD0281'CENTER OF A PAVED STREET, 37 FEET NORTHWEST OF POWERLINE AND
 GD0281'LIGHT POLE NO. 164, 26 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 GD0281'THE SIDEWALK LEADING INTO THE SCHOOL BUILDING, AND ADJACENT TO
 GD0281'THE SOUTHWEST EDGE OF THE SIDEWALK ALONG THE STREET.  A STANDARD
 GD0281'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT IS
 GD0281'ABOUT 2 INCHES BELOW THE SURFACE OF THE LAWN.
 GD0281
 GD0281                          STATION RECOVERY (2002)
 GD0281
 GD0281'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0281'SIDEWALK LEADING TO SCHOOL ENTRY HAS BEEN REMOVED. ALL OTHER
 GD0281'REFERENCES OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1850 ***********************************************************************
 GB1850  DESIGNATION -  L 230
 GB1850  PID         -  GB1850
 GB1850  STATE/COUNTY-  TN/PUTNAM
 GB1850  USGS QUAD   -  COOKEVILLE WEST (1981)
 GB1850
 GB1850                         *CURRENT SURVEY CONTROL
 GB1850  ___________________________________________________________________
 GB1850* NAD 83(1986)-  36 08 13.     (N)    085 31 50.     (W)     SCALED    
 GB1850* NAVD 88     -       324.244  (meters)    1063.79   (feet)  ADJUSTED  
 GB1850  ___________________________________________________________________
 GB1850  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GB1850  DYNAMIC HT  -         323.955 (meters)    1062.84  (feet)  COMP
 GB1850  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 GB1850
 GB1850  VERT ORDER  -  SECOND    CLASS 0
 GB1850
 GB1850.The horizontal coordinates were scaled from a topographic map and have
 GB1850.an estimated accuracy of +/- 6 seconds.
 GB1850
 GB1850.The orthometric height was determined by differential leveling
 GB1850.and adjusted by the National Geodetic Survey in June 1991..
 GB1850
 GB1850.The geoid height was determined by GEOID03.
 GB1850
 GB1850.The dynamic height is computed by dividing the NAVD 88
 GB1850.geopotential number by the normal gravity value computed on the
 GB1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1850.degrees latitude (g = 980.6199 gals.).
 GB1850
 GB1850.The modeled gravity was interpolated from observed gravity values.
 GB1850
 GB1850;                    North         East    Units  Estimated Accuracy
 GB1850;SPC TN       -   200,210.      642,250.      MT  (+/- 180 meters Scaled)
 GB1850
 GB1850                          SUPERSEDED SURVEY CONTROL
 GB1850
 GB1850  NGVD 29 (??/??/92)  324.314  (m)         1064.02   (f) ADJ UNCH    2 0
 GB1850
 GB1850.Superseded values are not recommended for survey control.
 GB1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1850.See file dsdata.txt to determine how the superseded data were derived.
 GB1850
 GB1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF322001(NAD 83)
 GB1850_MARKER: DB = BENCH MARK DISK
 GB1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1850_STAMPING: L 230 1960
 GB1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1850+STABILITY: SURFACE MOTION
 GB1850
 GB1850  HISTORY     - Date     Condition        Report By
 GB1850  HISTORY     - 1960     MONUMENTED       CGS
 GB1850
 GB1850                          STATION DESCRIPTION
 GB1850
 GB1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1850'3.4 MI SW FROM COOKEVILLE.
 GB1850'FROM THE COURT HOUSE IN COOKEVILLE, GO 1.8 MILES SOUTH ON STATE
 GB1850'HIGHWAY 42, THEN 1.55 MILES WEST ON INTERSTATE HIGHWAY 40 TO
 GB1850'THE INTERSECTION OF SMITHVILLE ROAD.  THE BENCH MARK IS 57 FT.
 GB1850'NORTH OF THE CENTER OF A DIAMOND POINT ROAD WHICH LEADS ONTO THE
 GB1850'WEST BOUND TRAFFIC LANES OF INTERSTATE HIGHWAY 40, 49 FT.
 GB1850'SOUTH OF THE RIGHT-OF-WAY FENCE, 1.7 FT. WEST OF A WITNESS SIGN,
 GB1850'AND SET ON THE WEST SLOPE OF A HILL.  THE DISK IS SET IN TOP OF
 GB1850'A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH
 GB1850'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1636 ***********************************************************************
 GB1636  DESIGNATION -  L 231
 GB1636  PID         -  GB1636
 GB1636  STATE/COUNTY-  TN/CUMBERLAND
 GB1636  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1636
 GB1636                         *CURRENT SURVEY CONTROL
 GB1636  ___________________________________________________________________
 GB1636* NAD 83(1986)-  36 04 51.     (N)    085 12 46.     (W)     SCALED    
 GB1636* NAVD 88     -       606.289  (meters)    1989.13   (feet)  ADJUSTED  
 GB1636  ___________________________________________________________________
 GB1636  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GB1636  DYNAMIC HT  -         605.724 (meters)    1987.28  (feet)  COMP
 GB1636  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 GB1636
 GB1636  VERT ORDER  -  SECOND    CLASS 0
 GB1636
 GB1636.The horizontal coordinates were scaled from a topographic map and have
 GB1636.an estimated accuracy of +/- 6 seconds.
 GB1636
 GB1636.The orthometric height was determined by differential leveling
 GB1636.and adjusted by the National Geodetic Survey in June 1991..
 GB1636
 GB1636.The geoid height was determined by GEOID03.
 GB1636
 GB1636.The dynamic height is computed by dividing the NAVD 88
 GB1636.geopotential number by the normal gravity value computed on the
 GB1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1636.degrees latitude (g = 980.6199 gals.).
 GB1636
 GB1636.The modeled gravity was interpolated from observed gravity values.
 GB1636
 GB1636;                    North         East    Units  Estimated Accuracy
 GB1636;SPC TN       -   194,170.      670,900.      MT  (+/- 180 meters Scaled)
 GB1636
 GB1636                          SUPERSEDED SURVEY CONTROL
 GB1636
 GB1636  NGVD 29 (??/??/92)  606.306  (m)         1989.19   (f) ADJ UNCH    2 0
 GB1636
 GB1636.Superseded values are not recommended for survey control.
 GB1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1636.See file dsdata.txt to determine how the superseded data were derived.
 GB1636
 GB1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE609943(NAD 83)
 GB1636_MARKER: DB = BENCH MARK DISK
 GB1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1636_STAMPING: L 231 1960
 GB1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1636+STABILITY: SURFACE MOTION
 GB1636
 GB1636  HISTORY     - Date     Condition        Report By
 GB1636  HISTORY     - 1960     MONUMENTED       CGS
 GB1636
 GB1636                          STATION DESCRIPTION
 GB1636
 GB1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1636'3.2 MI NW FROM MAYLAND.
 GB1636'FROM THE POST OFFICE IN MAYLAND, GO 0.15 MILE NORTH ON A PAVED
 GB1636'ROAD, THEN 0.1 MILE WEST ON A GRAVELED ROAD, THEN 1.25 MILES NORTH
 GB1636'ON A GRAVELED ROAD, THEN 1.7 MILES NORTHWEST ON INTERSTATE
 GB1636'HIGHWAY 40 TO A TRACK ROAD.  THE BENCH MARK IS 320 FT. SOUTH OF
 GB1636'THE CENTER OF PROPOSED INTERSTATE HIGHWAY 40, 32 FT. EAST OF THE
 GB1636'SOUTHEAST CORNER OF A FARM HOUSE, 8 FT. NORTH OF THE CENTER OF A
 GB1636'TRACK ROAD, 1 FT. SOUTH OF A FENCE CORNER, AND 2.4 FT. WEST OF A
 GB1636'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1636'PROJECTING 2 INCHES AND ABOUT 5 FT. ABOVE THE LEVEL OF THE TRACK
 GB1636'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0815 ***********************************************************************
 FC0815  DESIGNATION -  L 232
 FC0815  PID         -  FC0815
 FC0815  STATE/COUNTY-  TN/CUMBERLAND
 FC0815  USGS QUAD   -  OZONE (1989)
 FC0815
 FC0815                         *CURRENT SURVEY CONTROL
 FC0815  ___________________________________________________________________
 FC0815* NAD 83(1986)-  35 52 59.     (N)    084 49 13.     (W)     SCALED    
 FC0815* NAVD 88     -       497.121  (meters)    1630.97   (feet)  ADJUSTED  
 FC0815  ___________________________________________________________________
 FC0815  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 FC0815  DYNAMIC HT  -         496.652 (meters)    1629.43  (feet)  COMP
 FC0815  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 FC0815
 FC0815  VERT ORDER  -  SECOND    CLASS 0
 FC0815
 FC0815.The horizontal coordinates were scaled from a topographic map and have
 FC0815.an estimated accuracy of +/- 6 seconds.
 FC0815
 FC0815.The orthometric height was determined by differential leveling
 FC0815.and adjusted by the National Geodetic Survey in June 1991..
 FC0815
 FC0815.The geoid height was determined by GEOID03.
 FC0815
 FC0815.The dynamic height is computed by dividing the NAVD 88
 FC0815.geopotential number by the normal gravity value computed on the
 FC0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0815.degrees latitude (g = 980.6199 gals.).
 FC0815
 FC0815.The modeled gravity was interpolated from observed gravity values.
 FC0815
 FC0815;                    North         East    Units  Estimated Accuracy
 FC0815;SPC TN       -   172,580.      706,520.      MT  (+/- 180 meters Scaled)
 FC0815
 FC0815                          SUPERSEDED SURVEY CONTROL
 FC0815
 FC0815  NGVD 29 (??/??/92)  497.205  (m)         1631.25   (f) ADJ UNCH    2 0
 FC0815
 FC0815.Superseded values are not recommended for survey control.
 FC0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0815.See file dsdata.txt to determine how the superseded data were derived.
 FC0815
 FC0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE967731(NAD 83)
 FC0815_MARKER: DB = BENCH MARK DISK
 FC0815_SETTING: 66 = SET IN ROCK OUTCROP
 FC0815_SP_SET: ROCK OUTCROP
 FC0815_STAMPING: L 232 1960
 FC0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0815+STABILITY: POSITION/ELEVATION WELL
 FC0815
 FC0815  HISTORY     - Date     Condition        Report By
 FC0815  HISTORY     - 1960     MONUMENTED       CGS
 FC0815
 FC0815                          STATION DESCRIPTION
 FC0815
 FC0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0815'0.9 MI W FROM OZONE.
 FC0815'FROM THE ONLY RAILROAD CROSSING IN OZONE, GO 0.9 MILE WEST ON
 FC0815'THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS 140 PACES
 FC0815'NORTHWEST OF A RAILROAD SUPPLY SHED BUILT LIKE A CELLAR WITH A
 FC0815'ROCK FRONT, 31.6 FT. NORTHEAST OF THE NORTHEAST RAIL, 5.6 FT.
 FC0815'NORTHEAST OF A TELEPHONE POLE WITH A WITNESS SIGN NAILED TO IT.
 FC0815'THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT
 FC0815'LEVEL WITH THE TRACKS.  NOTE-- THIS MARK IS 1.0 MILE EAST ALONG
 FC0815'THE TENNESSEE CENTRAL RAILWAY FROM B.M. K 232.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0192 ***********************************************************************
 FC0192  DESIGNATION -  L 233
 FC0192  PID         -  FC0192
 FC0192  STATE/COUNTY-  TN/ROANE
 FC0192  USGS QUAD   -  CAVE CREEK (1989)
 FC0192
 FC0192                         *CURRENT SURVEY CONTROL
 FC0192  ___________________________________________________________________
 FC0192* NAD 83(1986)-  35 51 55.     (N)    084 25 37.     (W)     SCALED    
 FC0192* NAVD 88     -       286.952  (meters)     941.44   (feet)  ADJUSTED  
 FC0192  ___________________________________________________________________
 FC0192  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FC0192  DYNAMIC HT  -         286.682 (meters)     940.56  (feet)  COMP
 FC0192  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FC0192
 FC0192  VERT ORDER  -  SECOND    CLASS 0
 FC0192
 FC0192.The horizontal coordinates were scaled from a topographic map and have
 FC0192.an estimated accuracy of +/- 6 seconds.
 FC0192
 FC0192.The orthometric height was determined by differential leveling
 FC0192.and adjusted by the National Geodetic Survey in June 1991..
 FC0192
 FC0192.The geoid height was determined by GEOID03.
 FC0192
 FC0192.The dynamic height is computed by dividing the NAVD 88
 FC0192.geopotential number by the normal gravity value computed on the
 FC0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0192.degrees latitude (g = 980.6199 gals.).
 FC0192
 FC0192.The modeled gravity was interpolated from observed gravity values.
 FC0192
 FC0192;                    North         East    Units  Estimated Accuracy
 FC0192;SPC TN       -   171,110.      742,060.      MT  (+/- 180 meters Scaled)
 FC0192
 FC0192                          SUPERSEDED SURVEY CONTROL
 FC0192
 FC0192  NGVD 29 (??/??/92)  287.061  (m)          941.80   (f) ADJ UNCH    2 0
 FC0192
 FC0192.Superseded values are not recommended for survey control.
 FC0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0192.See file dsdata.txt to determine how the superseded data were derived.
 FC0192
 FC0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE323720(NAD 83)
 FC0192_MARKER: DB = BENCH MARK DISK
 FC0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0192_SP_SET: OVERPASS
 FC0192_STAMPING: L 233 1960
 FC0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0192
 FC0192  HISTORY     - Date     Condition        Report By
 FC0192  HISTORY     - 1960     MONUMENTED       CGS
 FC0192
 FC0192                          STATION DESCRIPTION
 FC0192
 FC0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0192'5.6 MI SE FROM KINGSTON.
 FC0192'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0192'ST. FOR 0.8 MILE, THEN 4.85 MILES SOUTHEAST ON INTERSTATE
 FC0192'HIGHWAY 40 TO AN OVERPASS.  THE BENCH MARK DISK IS CEMENTED
 FC0192'VERTICALLY IN A DRILL HOLE IN THE NORTH FACE OF THE EAST CENTER
 FC0192'PILLAR OF THE OVERPASS, AND IS ABOUT 3 FT. ABOVE THE LEVEL OF
 FC0192'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0236 ***********************************************************************
 FC0236  DESIGNATION -  L 234
 FC0236  PID         -  FC0236
 FC0236  STATE/COUNTY-  TN/KNOX
 FC0236  USGS QUAD   -  BEARDEN (1990)
 FC0236
 FC0236                         *CURRENT SURVEY CONTROL
 FC0236  ___________________________________________________________________
 FC0236* NAD 83(1986)-  35 55 05.     (N)    084 05 26.     (W)     SCALED    
 FC0236* NAVD 88     -       291.760  (meters)     957.22   (feet)  ADJUSTED  
 FC0236  ___________________________________________________________________
 FC0236  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0236  DYNAMIC HT  -         291.488 (meters)     956.32  (feet)  COMP
 FC0236  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FC0236
 FC0236  VERT ORDER  -  SECOND    CLASS 0
 FC0236
 FC0236.The horizontal coordinates were scaled from a topographic map and have
 FC0236.an estimated accuracy of +/- 6 seconds.
 FC0236
 FC0236.The orthometric height was determined by differential leveling
 FC0236.and adjusted by the National Geodetic Survey in June 1991..
 FC0236
 FC0236.The geoid height was determined by GEOID03.
 FC0236
 FC0236.The dynamic height is computed by dividing the NAVD 88
 FC0236.geopotential number by the normal gravity value computed on the
 FC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0236.degrees latitude (g = 980.6199 gals.).
 FC0236
 FC0236.The modeled gravity was interpolated from observed gravity values.
 FC0236
 FC0236;                    North         East    Units  Estimated Accuracy
 FC0236;SPC TN       -   177,510.      772,320.      MT  (+/- 180 meters Scaled)
 FC0236
 FC0236                          SUPERSEDED SURVEY CONTROL
 FC0236
 FC0236  NGVD 29 (??/??/92)  291.885  (m)          957.63   (f) ADJ UNCH    2 0
 FC0236
 FC0236.Superseded values are not recommended for survey control.
 FC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0236.See file dsdata.txt to determine how the superseded data were derived.
 FC0236
 FC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE625787(NAD 83)
 FC0236_MARKER: DB = BENCH MARK DISK
 FC0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0236_SP_SET: OVERPASS
 FC0236_STAMPING: L 234 1960
 FC0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0236
 FC0236  HISTORY     - Date     Condition        Report By
 FC0236  HISTORY     - 1960     MONUMENTED       CGS
 FC0236  HISTORY     - 1982     GOOD             LOCENG
 FC0236
 FC0236                          STATION DESCRIPTION
 FC0236
 FC0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0236'6.8 MI W FROM BEARDEN.
 FC0236'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0236'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 4.95 MILES
 FC0236'WEST ON INTERSTATE HIGHWAY 40 TO AN OVERPASS OVER A PAVED ROAD.
 FC0236'THE BENCH MARK IS 24 FT. SOUTH OF THE CENTER OF THE EAST BOUND
 FC0236'TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0236'SOUTHWEST WINGWALL OF THE SOUTH OVERPASS AND IS ABOUT LEVEL WITH
 FC0236'THE ROAD.
 FC0236
 FC0236                          STATION RECOVERY (1982)
 FC0236
 FC0236'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0236'CHANGE DESC: 'OVER A PAVED ROAD' INCLUDE THE FOLLOWING 'BEING CEDAR
 FC0236'BLUFF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0681 ***********************************************************************
 GB0681  DESIGNATION -  L 235
 GB0681  PID         -  GB0681
 GB0681  STATE/COUNTY-  TN/KNOX
 GB0681  USGS QUAD   -  POWELL (1976)
 GB0681
 GB0681                         *CURRENT SURVEY CONTROL
 GB0681  ___________________________________________________________________
 GB0681* NAD 83(1986)-  36 04 57.     (N)    084 01 16.     (W)     SCALED    
 GB0681* NAVD 88     -       260.241  (meters)     853.81   (feet)  ADJUSTED  
 GB0681  ___________________________________________________________________
 GB0681  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GB0681  DYNAMIC HT  -         259.999 (meters)     853.01  (feet)  COMP
 GB0681  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GB0681
 GB0681  VERT ORDER  -  SECOND    CLASS 0
 GB0681
 GB0681.The horizontal coordinates were scaled from a topographic map and have
 GB0681.an estimated accuracy of +/- 6 seconds.
 GB0681
 GB0681.The orthometric height was determined by differential leveling
 GB0681.and adjusted by the National Geodetic Survey in June 1991..
 GB0681
 GB0681.The geoid height was determined by GEOID03.
 GB0681
 GB0681.The dynamic height is computed by dividing the NAVD 88
 GB0681.geopotential number by the normal gravity value computed on the
 GB0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0681.degrees latitude (g = 980.6199 gals.).
 GB0681
 GB0681.The modeled gravity was interpolated from observed gravity values.
 GB0681
 GB0681;                    North         East    Units  Estimated Accuracy
 GB0681;SPC TN       -   195,870.      778,220.      MT  (+/- 180 meters Scaled)
 GB0681
 GB0681                          SUPERSEDED SURVEY CONTROL
 GB0681
 GB0681  NGVD 29 (??/??/92)  260.350  (m)          854.16   (f) ADJ UNCH    2 0
 GB0681
 GB0681.Superseded values are not recommended for survey control.
 GB0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0681.See file dsdata.txt to determine how the superseded data were derived.
 GB0681
 GB0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE682972(NAD 83)
 GB0681_MARKER: DB = BENCH MARK DISK
 GB0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0681_SP_SET: CULVERT
 GB0681_STAMPING: L 235 1961
 GB0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0681
 GB0681  HISTORY     - Date     Condition        Report By
 GB0681  HISTORY     - 1961     MONUMENTED       CGS
 GB0681  HISTORY     - 1973     GOOD             TVA
 GB0681
 GB0681                          STATION DESCRIPTION
 GB0681
 GB0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0681'7.8 MI NW FROM INSKIP.
 GB0681'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0681'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN 0.75
 GB0681'MILE NORTHEAST ON EMORY ROAD, THEN 3.15 MILES NORTHWEST ON CONNER
 GB0681'ROAD TO THE T JUNCTION OF BRUSHY VALLEY ROAD LEADING SOUTHWEST.
 GB0681'THE BENCH MARK IS LOCATED AT THE T JUNCTION.  THE DISK IS CEMENTED
 GB0681'IN A DRILL HOLE IN TOP OF THE SOUTHWEST END OF THE EAST CONCRETE
 GB0681'HEADWALL OF A CONCRETE CULVERT UNDER BRUSHY VALLEY ROAD, AND IS
 GB0681'ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
 GB0681
 GB0681                          STATION RECOVERY (1973)
 GB0681
 GB0681'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0557 ***********************************************************************
 GB0557  DESIGNATION -  L 236
 GB0557  PID         -  GB0557
 GB0557  STATE/COUNTY-  TN/CAMPBELL
 GB0557  USGS QUAD   -  PIONEER (1979)
 GB0557
 GB0557                         *CURRENT SURVEY CONTROL
 GB0557  ___________________________________________________________________
 GB0557* NAD 83(1986)-  36 23 39.     (N)    084 16 07.     (W)     SCALED    
 GB0557* NAVD 88     -       447.214  (meters)    1467.23   (feet)  ADJUSTED  
 GB0557  ___________________________________________________________________
 GB0557  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB0557  DYNAMIC HT  -         446.814 (meters)    1465.92  (feet)  COMP
 GB0557  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 GB0557
 GB0557  VERT ORDER  -  SECOND    CLASS 0
 GB0557
 GB0557.The horizontal coordinates were scaled from a topographic map and have
 GB0557.an estimated accuracy of +/- 6 seconds.
 GB0557
 GB0557.The orthometric height was determined by differential leveling
 GB0557.and adjusted by the National Geodetic Survey in June 1991..
 GB0557
 GB0557.The geoid height was determined by GEOID03.
 GB0557
 GB0557.The dynamic height is computed by dividing the NAVD 88
 GB0557.geopotential number by the normal gravity value computed on the
 GB0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0557.degrees latitude (g = 980.6199 gals.).
 GB0557
 GB0557.The modeled gravity was interpolated from observed gravity values.
 GB0557
 GB0557;                    North         East    Units  Estimated Accuracy
 GB0557;SPC TN       -   230,030.      755,320.      MT  (+/- 180 meters Scaled)
 GB0557
 GB0557                          SUPERSEDED SURVEY CONTROL
 GB0557
 GB0557  NGVD 29 (??/??/92)  447.318  (m)         1467.58   (f) ADJ UNCH    2 0
 GB0557
 GB0557.Superseded values are not recommended for survey control.
 GB0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0557.See file dsdata.txt to determine how the superseded data were derived.
 GB0557
 GB0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF449311(NAD 83)
 GB0557_MARKER: DB = BENCH MARK DISK
 GB0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0557_SP_SET: BRIDGE
 GB0557_STAMPING: L 236 1961
 GB0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0557
 GB0557  HISTORY     - Date     Condition        Report By
 GB0557  HISTORY     - 1961     MONUMENTED       CGS
 GB0557
 GB0557                          STATION DESCRIPTION
 GB0557
 GB0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0557'3.4 MI SE FROM PIONEER.
 GB0557'FROM THE SOUTHERN RAILWAY STATION IN PIONEER, GO 2.4 MILES SOUTHEAST
 GB0557'ON THE SOUTHERN RAILWAY, THEN 0.65 MILE EASTSERLY ON A SPUR TRACK,
 GB0557'THEN 0.5 MILE EAST ON A GRAVELED ROAD TO A T JUNCTION, THEN GO
 GB0557'0.3 MILE SOUTHERLY TO A CONCRETE BRIDGE ON A GRAVELED ROAD.  THE
 GB0557'BENCH MARK IS 10.7 FT. NORTH OF THE CENTER OF THE BRIDGE.  THE DISK
 GB0557'IS CEMENTED IN TOP OF THE EAST END OF THE EAST CONCRETE HEADWALL
 GB0557'OF THE BRIDGE AND IS ABOUT 1 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2442 ***********************************************************************
 GA2442  DESIGNATION -  L 237
 GA2442  PID         -  GA2442
 GA2442  STATE/COUNTY-  TN/JEFFERSON
 GA2442  USGS QUAD   -  NEW MARKET (1987)
 GA2442
 GA2442                         *CURRENT SURVEY CONTROL
 GA2442  ___________________________________________________________________
 GA2442* NAD 83(1986)-  36 00 57.     (N)    083 30 37.     (W)     SCALED    
 GA2442* NAVD 88     -       311.019  (meters)    1020.40   (feet)  ADJUSTED  
 GA2442  ___________________________________________________________________
 GA2442  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA2442  DYNAMIC HT  -         310.730 (meters)    1019.45  (feet)  COMP
 GA2442  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 GA2442
 GA2442  VERT ORDER  -  SECOND    CLASS 0
 GA2442
 GA2442.The horizontal coordinates were scaled from a topographic map and have
 GA2442.an estimated accuracy of +/- 6 seconds.
 GA2442
 GA2442.The orthometric height was determined by differential leveling
 GA2442.and adjusted by the National Geodetic Survey in June 1991..
 GA2442
 GA2442.The geoid height was determined by GEOID03.
 GA2442
 GA2442.The dynamic height is computed by dividing the NAVD 88
 GA2442.geopotential number by the normal gravity value computed on the
 GA2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2442.degrees latitude (g = 980.6199 gals.).
 GA2442
 GA2442.The modeled gravity was interpolated from observed gravity values.
 GA2442
 GA2442;                    North         East    Units  Estimated Accuracy
 GA2442;SPC TN       -   189,530.      824,400.      MT  (+/- 180 meters Scaled)
 GA2442
 GA2442                          SUPERSEDED SURVEY CONTROL
 GA2442
 GA2442  NGVD 29 (??/??/92)  311.190  (m)         1020.96   (f) ADJ UNCH    2 0
 GA2442
 GA2442.Superseded values are not recommended for survey control.
 GA2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2442.See file dsdata.txt to determine how the superseded data were derived.
 GA2442
 GA2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV737886(NAD 83)
 GA2442_MARKER: DB = BENCH MARK DISK
 GA2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2442_STAMPING: L 237 1961
 GA2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2442+STABILITY: SURFACE MOTION
 GA2442
 GA2442  HISTORY     - Date     Condition        Report By
 GA2442  HISTORY     - 1961     MONUMENTED       CGS
 GA2442
 GA2442                          STATION DESCRIPTION
 GA2442
 GA2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2442'6.5 MI W FROM DANDRIDGE.
 GA2442'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY
 GA2442'92 IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92,
 GA2442'THEN 4.3 MILES WEST ON INTERSTATE HIGHWAY 40 TO A GRAVELED ROAD.
 GA2442'THE BENCH MARK IS ABOUT 350 FT. NORTH OF INTERSTATE HIGHWAY 40,
 GA2442'36 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 13 FT. WEST
 GA2442'OF THE CENTER OF A GRAVELED ROAD, 8 FT. SOUTH OF THE CENTER OF
 GA2442'A PRIVATE DRIVE, 1.5 FT. SOUTHWEST OF A FENCE CORNER POST,
 GA2442'AND 1.2 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 GA2442'OF A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 4 FT. ABOVE
 GA2442'THE LEVEL OF THE GRAVELED ROAD.  NOTE-- THIS MARK IS 1.1 MILE
 GA2442'EAST ON INTERSTATE HIGHWAY 40 FROM K 237.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0288 ***********************************************************************
 FC0288  DESIGNATION -  L 238
 FC0288  PID         -  FC0288
 FC0288  STATE/COUNTY-  TN/LOUDON
 FC0288  USGS QUAD   -  PHILADELPHIA (1974)
 FC0288
 FC0288                         *CURRENT SURVEY CONTROL
 FC0288  ___________________________________________________________________
 FC0288* NAD 83(1986)-  35 41 09.     (N)    084 24 28.     (W)     SCALED    
 FC0288* NAVD 88     -       269.513  (meters)     884.23   (feet)  ADJUSTED  
 FC0288  ___________________________________________________________________
 FC0288  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FC0288  DYNAMIC HT  -         269.255 (meters)     883.38  (feet)  COMP
 FC0288  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 FC0288
 FC0288  VERT ORDER  -  SECOND    CLASS 0
 FC0288
 FC0288.The horizontal coordinates were scaled from a topographic map and have
 FC0288.an estimated accuracy of +/- 6 seconds.
 FC0288
 FC0288.The orthometric height was determined by differential leveling
 FC0288.and adjusted by the National Geodetic Survey in June 1991..
 FC0288
 FC0288.The geoid height was determined by GEOID03.
 FC0288
 FC0288.The dynamic height is computed by dividing the NAVD 88
 FC0288.geopotential number by the normal gravity value computed on the
 FC0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0288.degrees latitude (g = 980.6199 gals.).
 FC0288
 FC0288.The modeled gravity was interpolated from observed gravity values.
 FC0288
 FC0288;                    North         East    Units  Estimated Accuracy
 FC0288;SPC TN       -   151,230.      744,120.      MT  (+/- 180 meters Scaled)
 FC0288
 FC0288                          SUPERSEDED SURVEY CONTROL
 FC0288
 FC0288  NGVD 29 (??/??/92)  269.596  (m)          884.50   (f) ADJ UNCH    2 0
 FC0288
 FC0288.Superseded values are not recommended for survey control.
 FC0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0288.See file dsdata.txt to determine how the superseded data were derived.
 FC0288
 FC0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE345522(NAD 83)
 FC0288_MARKER: DB = BENCH MARK DISK
 FC0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0288_SP_SET: CULVERT
 FC0288_STAMPING: L 238 1961
 FC0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0288
 FC0288  HISTORY     - Date     Condition        Report By
 FC0288  HISTORY     - 1961     MONUMENTED       CGS
 FC0288
 FC0288                          STATION DESCRIPTION
 FC0288
 FC0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0288'0.8 MI NW FROM PHILADELPHIA.
 FC0288'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0288'0.1 MILE NORTH, THEN GO 0.65 MILE NORTHWEST ON A PAVED ROAD
 FC0288'TO A CONCRETE CULVERT UNDER THE ROAD.  THE BENCH MARK IS ABOUT
 FC0288'0.1 MILE NORTHWEST OF A HIGH LINE TOWER, 105 FT. SOUTHEAST
 FC0288'AND ACROSS THE ROAD FROM A CONCRETE BLOCK HOUSE, AND 8.6 FT.
 FC0288'SOUTHEAST OF THE CENTER OF THE PAVED ROAD.  THE DISK IS CEMENTED
 FC0288'IN A DRILL HOLE IN TOP OF THE MIDDLE OF THE CONCRETE CULVERT
 FC0288'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2017 ***********************************************************************
 GA2017  DESIGNATION -  L 239
 GA2017  PID         -  GA2017
 GA2017  STATE/COUNTY-  TN/JEFFERSON
 GA2017  USGS QUAD   -  WHITE PINE (1961)
 GA2017
 GA2017                         *CURRENT SURVEY CONTROL
 GA2017  ___________________________________________________________________
 GA2017* NAD 83(1986)-  36 01 36.     (N)    083 18 27.     (W)     SCALED    
 GA2017* NAVD 88     -       318.773  (meters)    1045.84   (feet)  ADJUSTED  
 GA2017  ___________________________________________________________________
 GA2017  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2017  DYNAMIC HT  -         318.474 (meters)    1044.86  (feet)  COMP
 GA2017  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 GA2017
 GA2017  VERT ORDER  -  SECOND    CLASS 0
 GA2017
 GA2017.The horizontal coordinates were scaled from a topographic map and have
 GA2017.an estimated accuracy of +/- 6 seconds.
 GA2017
 GA2017.The orthometric height was determined by differential leveling
 GA2017.and adjusted by the National Geodetic Survey in June 1991..
 GA2017
 GA2017.The geoid height was determined by GEOID03.
 GA2017
 GA2017.The dynamic height is computed by dividing the NAVD 88
 GA2017.geopotential number by the normal gravity value computed on the
 GA2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2017.degrees latitude (g = 980.6199 gals.).
 GA2017
 GA2017.The modeled gravity was interpolated from observed gravity values.
 GA2017
 GA2017;                    North         East    Units  Estimated Accuracy
 GA2017;SPC TN       -   191,210.      842,640.      MT  (+/- 180 meters Scaled)
 GA2017
 GA2017                          SUPERSEDED SURVEY CONTROL
 GA2017
 GA2017  NGVD 29 (??/??/92)  318.932  (m)         1046.36   (f) ADJ UNCH    2 0
 GA2017
 GA2017.Superseded values are not recommended for survey control.
 GA2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2017.See file dsdata.txt to determine how the superseded data were derived.
 GA2017
 GA2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV920893(NAD 83)
 GA2017_MARKER: DB = BENCH MARK DISK
 GA2017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2017_SP_SET: OVERPASS
 GA2017_STAMPING: L 239 1961
 GA2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2017
 GA2017  HISTORY     - Date     Condition        Report By
 GA2017  HISTORY     - 1961     MONUMENTED       CGS
 GA2017
 GA2017                          STATION DESCRIPTION
 GA2017
 GA2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2017'9.4 MI NW FROM NEWPORT.
 GA2017'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2017'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 4.95
 GA2017'MILES NORTHWEST ON INTERSTATE HIGHWAY TO AN OVERPASS OVER
 GA2017'INTERSTATE 40.  THE BENCH MARK DISK IS CEMENTED VERTICALLY IN A
 GA2017'DRILL HOLE IN THE WEST FACE OF THE NORTH POST OF THE CENTER PIER
 GA2017'OF THE OVERPASS AND IS 3 FT. ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1644 ***********************************************************************
 GC1644  DESIGNATION -  L 24
 GC1644  PID         -  GC1644
 GC1644  STATE/COUNTY-  TN/BENTON
 GC1644  USGS QUAD   -  MC KINNON (1973)
 GC1644
 GC1644                         *CURRENT SURVEY CONTROL
 GC1644  ___________________________________________________________________
 GC1644* NAD 83(1986)-  36 16 23.     (N)    087 58 08.     (W)     SCALED    
 GC1644* NAVD 88     -       108.178  (meters)     354.91   (feet)  ADJUSTED  
 GC1644  ___________________________________________________________________
 GC1644  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1644  DYNAMIC HT  -         108.089 (meters)     354.62  (feet)  COMP
 GC1644  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 GC1644
 GC1644  VERT ORDER  -  SECOND    CLASS 0
 GC1644
 GC1644.The horizontal coordinates were scaled from a topographic map and have
 GC1644.an estimated accuracy of +/- 6 seconds.
 GC1644
 GC1644.The orthometric height was determined by differential leveling
 GC1644.and adjusted by the National Geodetic Survey in June 1991..
 GC1644
 GC1644.The geoid height was determined by GEOID03.
 GC1644
 GC1644.The dynamic height is computed by dividing the NAVD 88
 GC1644.geopotential number by the normal gravity value computed on the
 GC1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1644.degrees latitude (g = 980.6199 gals.).
 GC1644
 GC1644.The modeled gravity was interpolated from observed gravity values.
 GC1644
 GC1644;                    North         East    Units  Estimated Accuracy
 GC1644;SPC TN       -   216,990.      423,110.      MT  (+/- 180 meters Scaled)
 GC1644
 GC1644                          SUPERSEDED SURVEY CONTROL
 GC1644
 GC1644  NGVD 29 (??/??/92)  108.224  (m)          355.06   (f) ADJ UNCH    2 0
 GC1644
 GC1644.Superseded values are not recommended for survey control.
 GC1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1644.See file dsdata.txt to determine how the superseded data were derived.
 GC1644
 GC1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF129146(NAD 83)
 GC1644_MARKER: DB = BENCH MARK DISK
 GC1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1644_STAMPING: 355.334 L 24 1934
 GC1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1644+STABILITY: SURFACE MOTION
 GC1644
 GC1644  HISTORY     - Date     Condition        Report By
 GC1644  HISTORY     - 1934     MONUMENTED       CGS
 GC1644
 GC1644                          STATION DESCRIPTION
 GC1644
 GC1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1644'2.3 MI NE FROM FAXON.
 GC1644'2.3 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1644'FROM FAXON, BENTON COUNTY, 250 YARDS SOUTHWEST OF MILEPOST 223,
 GC1644'AT A GRAVEL-ROAD CROSSING, 11 YARDS SOUTHWEST OF THE CENTERLINE
 GC1644'OF THE ROAD, 7 YARDS SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 GC1644'AND 2 YARDS SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 GC1644'355.334 L 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2093 ***********************************************************************
 GA2093  DESIGNATION -  L 240
 GA2093  PID         -  GA2093
 GA2093  STATE/COUNTY-  TN/GREENE
 GA2093  USGS QUAD   -  MOHAWK (1980)
 GA2093
 GA2093                         *CURRENT SURVEY CONTROL
 GA2093  ___________________________________________________________________
 GA2093* NAD 83(1986)-  36 13 37.     (N)    083 01 50.     (W)     SCALED    
 GA2093* NAVD 88     -       357.910  (meters)    1174.24   (feet)  ADJUSTED  
 GA2093  ___________________________________________________________________
 GA2093  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA2093  DYNAMIC HT  -         357.580 (meters)    1173.16  (feet)  COMP
 GA2093  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 GA2093
 GA2093  VERT ORDER  -  SECOND    CLASS 0
 GA2093
 GA2093.The horizontal coordinates were scaled from a topographic map and have
 GA2093.an estimated accuracy of +/- 6 seconds.
 GA2093
 GA2093.The orthometric height was determined by differential leveling
 GA2093.and adjusted by the National Geodetic Survey in June 1991..
 GA2093
 GA2093.The geoid height was determined by GEOID03.
 GA2093
 GA2093.The dynamic height is computed by dividing the NAVD 88
 GA2093.geopotential number by the normal gravity value computed on the
 GA2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2093.degrees latitude (g = 980.6199 gals.).
 GA2093
 GA2093.The modeled gravity was interpolated from observed gravity values.
 GA2093
 GA2093;                    North         East    Units  Estimated Accuracy
 GA2093;SPC TN       -   214,150.      866,920.      MT  (+/- 180 meters Scaled)
 GA2093
 GA2093                          SUPERSEDED SURVEY CONTROL
 GA2093
 GA2093  NGVD 29 (??/??/92)  358.070  (m)         1174.77   (f) ADJ UNCH    2 0
 GA2093
 GA2093.Superseded values are not recommended for survey control.
 GA2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2093.See file dsdata.txt to determine how the superseded data were derived.
 GA2093
 GA2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA175110(NAD 83)
 GA2093_MARKER: DB = BENCH MARK DISK
 GA2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2093_STAMPING: L 240 1961
 GA2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2093+STABILITY: SURFACE MOTION
 GA2093
 GA2093  HISTORY     - Date     Condition        Report By
 GA2093  HISTORY     - 1961     MONUMENTED       CGS
 GA2093  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2093
 GA2093                          STATION DESCRIPTION
 GA2093
 GA2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2093'0.6 MI NW FROM MOHAWK CROSSROADS.
 GA2093'FROM MOHAWK CROSSROADS, (LOCATED ABOUT 12 MILES WEST OF GREENEVILLE
 GA2093'ON U.S. HIGHWAY 11E), GO 0.3 MILE NORTH ON A PAVED ROAD,THEN 0.3
 GA2093'MILE WEST ON A GRAVELED ROAD TO THE MARK JUST BEFORE REACHING A
 GA2093'SHARP CURVE.  THE BENCH MARK IS 44 FT. WEST OF A POWER LINE POLE
 GA2093'WITH TRANSFORMER, 15 FT. NORTH OF THE CENTER OF THE GRAVELED ROAD,
 GA2093'1.4 FT. SOUTH OF A FENCE SURROUNDING A STEEL FRAMED WORKS, AND
 GA2093'1.7 FT. WEST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 GA2093'CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE
 GA2093'GRAVELED ROAD.
 GA2093
 GA2093                          STATION RECOVERY (1980)
 GA2093
 GA2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1068 ***********************************************************************
 GA1068  DESIGNATION -  L 241
 GA1068  PID         -  GA1068
 GA1068  STATE/COUNTY-  TN/GREENE
 GA1068  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1068
 GA1068                         *CURRENT SURVEY CONTROL
 GA1068  ___________________________________________________________________
 GA1068* NAD 83(1986)-  36 21 12.     (N)    082 42 01.     (W)     SCALED    
 GA1068* NAVD 88     -       447.874  (meters)    1469.40   (feet)  ADJUSTED  
 GA1068  ___________________________________________________________________
 GA1068  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1068  DYNAMIC HT  -         447.452 (meters)    1468.02  (feet)  COMP
 GA1068  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 GA1068
 GA1068  VERT ORDER  -  SECOND    CLASS 0
 GA1068
 GA1068.The horizontal coordinates were scaled from a topographic map and have
 GA1068.an estimated accuracy of +/- 6 seconds.
 GA1068
 GA1068.The orthometric height was determined by differential leveling
 GA1068.and adjusted by the National Geodetic Survey in June 1991..
 GA1068
 GA1068.The geoid height was determined by GEOID03.
 GA1068
 GA1068.The dynamic height is computed by dividing the NAVD 88
 GA1068.geopotential number by the normal gravity value computed on the
 GA1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1068.degrees latitude (g = 980.6199 gals.).
 GA1068
 GA1068.The modeled gravity was interpolated from observed gravity values.
 GA1068
 GA1068;                    North         East    Units  Estimated Accuracy
 GA1068;SPC TN       -   229,110.      896,120.      MT  (+/- 180 meters Scaled)
 GA1068
 GA1068                          SUPERSEDED SURVEY CONTROL
 GA1068
 GA1068  NGVD 29 (??/??/92)  448.010  (m)         1469.85   (f) ADJ UNCH    2 0
 GA1068
 GA1068.Superseded values are not recommended for survey control.
 GA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1068.See file dsdata.txt to determine how the superseded data were derived.
 GA1068
 GA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA474244(NAD 83)
 GA1068_MARKER: DB = BENCH MARK DISK
 GA1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1068_STAMPING: L 241 1961
 GA1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1068+STABILITY: SURFACE MOTION
 GA1068
 GA1068  HISTORY     - Date     Condition        Report By
 GA1068  HISTORY     - 1961     MONUMENTED       CGS
 GA1068
 GA1068                          STATION DESCRIPTION
 GA1068
 GA1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1068'0.9 MI S FROM JEAROLDSTOWN.
 GA1068'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1068'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1068'FALL BRANCH), GO 0.9 MILE SOUTH ON A GRAVELED ROAD.  THE BENCH
 GA1068'MARK IS ABOUT 0.2 MILE SOUTHWEST OF THE JEAROLDSTOWN SCHOOL, 175
 GA1068'FT. NORTH OF THE NORTH CORNER OF HOUSE OWNED BY MR. G. MIDDLETOWN,
 GA1068'22 FT. EAST OF THE CENTER OF THE ROAD, 4.4 FT. EAST OF POWER
 GA1068'LINE POLE LB-95-91, AND 1.5 FT. SOUTHWEST OF A WITNESS SIGN.
 GA1068'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GA1068'AND IS ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2072 ***********************************************************************
 GA2072  DESIGNATION -  L 242
 GA2072  PID         -  GA2072
 GA2072  STATE/COUNTY-  TN/HAMBLEN
 GA2072  USGS QUAD   -  SPRINGVALE (1980)
 GA2072
 GA2072                         *CURRENT SURVEY CONTROL
 GA2072  ___________________________________________________________________
 GA2072* NAD 83(1986)-  36 10 12.     (N)    083 11 37.     (W)     SCALED    
 GA2072* NAVD 88     -       325.452  (meters)    1067.75   (feet)  ADJUSTED  
 GA2072  ___________________________________________________________________
 GA2072  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA2072  DYNAMIC HT  -         325.151 (meters)    1066.77  (feet)  COMP
 GA2072  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 GA2072
 GA2072  VERT ORDER  -  SECOND    CLASS 0
 GA2072
 GA2072.The horizontal coordinates were scaled from a topographic map and have
 GA2072.an estimated accuracy of +/- 6 seconds.
 GA2072
 GA2072.The orthometric height was determined by differential leveling
 GA2072.and adjusted by the National Geodetic Survey in June 1991..
 GA2072
 GA2072.The geoid height was determined by GEOID03.
 GA2072
 GA2072.The dynamic height is computed by dividing the NAVD 88
 GA2072.geopotential number by the normal gravity value computed on the
 GA2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2072.degrees latitude (g = 980.6199 gals.).
 GA2072
 GA2072.The modeled gravity was interpolated from observed gravity values.
 GA2072
 GA2072;                    North         East    Units  Estimated Accuracy
 GA2072;SPC TN       -   207,400.      852,450.      MT  (+/- 180 meters Scaled)
 GA2072
 GA2072                          SUPERSEDED SURVEY CONTROL
 GA2072
 GA2072  NGVD 29 (??/??/92)  325.584  (m)         1068.19   (f) ADJ UNCH    2 0
 GA2072
 GA2072.Superseded values are not recommended for survey control.
 GA2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2072.See file dsdata.txt to determine how the superseded data were derived.
 GA2072
 GA2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA027050(NAD 83)
 GA2072_MARKER: DB = BENCH MARK DISK
 GA2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2072_STAMPING: L 242 1961
 GA2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2072+STABILITY: SURFACE MOTION
 GA2072
 GA2072  HISTORY     - Date     Condition        Report By
 GA2072  HISTORY     - 1961     MONUMENTED       CGS
 GA2072  HISTORY     - 1980     GOOD             NGS
 GA2072
 GA2072                          STATION DESCRIPTION
 GA2072
 GA2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2072'0.8 MI NE FROM LOWLAND.
 GA2072'FROM THE SOUTHERN RAILWAY DEPOT IN LOWLAND, (LOCATED ABOUT 7
 GA2072'MILES SOUTHEAST OF MORRISTOWN), GO 0.8 MILE NORTHEAST ON THE
 GA2072'SOUTHERN RAILWAY TO A PRIVATE ROAD CROSSING.  THE BENCH MARK
 GA2072'IS AT THE ROAD CROSSING, 35.4 FT. SOUTHEAST OF THE SOUTHEAST
 GA2072'RAIL OF THE MAIN TRACK, 33 FT. SOUTHWEST OF A FENCE CORNER
 GA2072'POST, 1.2 FT. NORTHWEST OF A FENCE, AND 2 FT. NORTHEAST OF A
 GA2072'WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2072'PROJECTING 1 INCH AND IS ABOUT LEVEL WITH THE TRACK.
 GA2072
 GA2072                          STATION RECOVERY (1980)
 GA2072
 GA2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0604 ***********************************************************************
 FC0604  DESIGNATION -  L 243
 FC0604  PID         -  FC0604
 FC0604  STATE/COUNTY-  TN/BRADLEY
 FC0604  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0604
 FC0604                         *CURRENT SURVEY CONTROL
 FC0604  ___________________________________________________________________
 FC0604* NAD 83(1986)-  35 13 31.     (N)    084 51 17.     (W)     SCALED    
 FC0604* NAVD 88     -       249.649  (meters)     819.06   (feet)  ADJUSTED  
 FC0604  ___________________________________________________________________
 FC0604  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0604  DYNAMIC HT  -         249.404 (meters)     818.25  (feet)  COMP
 FC0604  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 FC0604
 FC0604  VERT ORDER  -  SECOND    CLASS 0
 FC0604
 FC0604.The horizontal coordinates were scaled from a topographic map and have
 FC0604.an estimated accuracy of +/- 6 seconds.
 FC0604
 FC0604.The orthometric height was determined by differential leveling
 FC0604.and adjusted by the National Geodetic Survey in June 1991..
 FC0604
 FC0604.The geoid height was determined by GEOID03.
 FC0604
 FC0604.The dynamic height is computed by dividing the NAVD 88
 FC0604.geopotential number by the normal gravity value computed on the
 FC0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0604.degrees latitude (g = 980.6199 gals.).
 FC0604
 FC0604.The modeled gravity was interpolated from observed gravity values.
 FC0604
 FC0604;                    North         East    Units  Estimated Accuracy
 FC0604;SPC TN       -    99,570.      704,260.      MT  (+/- 180 meters Scaled)
 FC0604
 FC0604                          SUPERSEDED SURVEY CONTROL
 FC0604
 FC0604  NGVD 29 (??/??/92)  249.683  (m)          819.17   (f) ADJ UNCH    2 0
 FC0604
 FC0604.Superseded values are not recommended for survey control.
 FC0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0604.See file dsdata.txt to determine how the superseded data were derived.
 FC0604
 FC0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE952001(NAD 83)
 FC0604_MARKER: DB = BENCH MARK DISK
 FC0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0604_STAMPING: L 243 1961
 FC0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0604+STABILITY: SURFACE MOTION
 FC0604
 FC0604  HISTORY     - Date     Condition        Report By
 FC0604  HISTORY     - 1961     MONUMENTED       CGS
 FC0604  HISTORY     - 1971     GOOD             NGS
 FC0604  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC0604
 FC0604                          STATION DESCRIPTION
 FC0604
 FC0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0604'5.6 MI N FROM CLEVELAND.
 FC0604'FROM THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND STATE HIGHWAY 60
 FC0604'(GEORGETOWN PIKE), IN THE NORTHWEST EDGE OF CLEVELAND, GO
 FC0604'NORTHEAST ON U.S. HIGHWAY 11 BYPASS FOR 3.3 MILES TO A SIDE ROAD
 FC0604'LEFT, JUST AFTER PASSING A BRIDGE AND JUST BEFORE REACHING
 FC0604'THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND U.S. HIGHWAY 11,
 FC0604'TURN LEFT AND GO NORTHWEST FOR 1.0 MILE ON AN OILED ROAD TO A
 FC0604'SHARP RIGHT TURN AND THE VALLEY HEAD SCHOOL ON THE RIGHT, FOLLOW
 FC0604'OILED ROAD RIGHT, NORTHEAST, FOR 1.25 MILES TO THE HOME OF MR.
 FC0604'WM. PAUL CRYE AND THE MARK ON THE LEFT, 100 FEET NORTHEAST OF THE
 FC0604'NORTHEAST CORNER OF HIS HOUSE, 37 FEET NORTH OF THE CENTER OF
 FC0604'DRIVEWAY LEADING TO HIS HOUSE, 17.5 FEET WEST OF THE CENTER OF
 FC0604'THE ROAD, 2.3 FEET NORTHEAST OF A 15 INCH RED OAK TREE, 2.0 FEET
 FC0604'SOUTH OF WITNESS SIGN, AND 1.5 FEET SOUTH OF FENCE CORNER.  A
 FC0604'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND
 FC0604'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 FC0604
 FC0604                          STATION RECOVERY (1971)
 FC0604
 FC0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FC0604'RECOVERED IN GOOD CONDITION.
 FC0604
 FC0604                          STATION RECOVERY (1983)
 FC0604
 FC0604'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0561 ***********************************************************************
 FC0561  DESIGNATION -  L 244
 FC0561  PID         -  FC0561
 FC0561  STATE/COUNTY-  TN/MCMINN
 FC0561  USGS QUAD   -  CALHOUN (1980)
 FC0561
 FC0561                         *CURRENT SURVEY CONTROL
 FC0561  ___________________________________________________________________
 FC0561* NAD 83(1986)-  35 21 01.     (N)    084 43 38.     (W)     SCALED    
 FC0561* NAVD 88     -       228.505  (meters)     749.69   (feet)  ADJUSTED  
 FC0561  ___________________________________________________________________
 FC0561  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0561  DYNAMIC HT  -         228.281 (meters)     748.95  (feet)  COMP
 FC0561  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FC0561
 FC0561  VERT ORDER  -  SECOND    CLASS 0
 FC0561
 FC0561.The horizontal coordinates were scaled from a topographic map and have
 FC0561.an estimated accuracy of +/- 6 seconds.
 FC0561
 FC0561.The orthometric height was determined by differential leveling
 FC0561.and adjusted by the National Geodetic Survey in June 1991..
 FC0561
 FC0561.The geoid height was determined by GEOID03.
 FC0561
 FC0561.The dynamic height is computed by dividing the NAVD 88
 FC0561.geopotential number by the normal gravity value computed on the
 FC0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0561.degrees latitude (g = 980.6199 gals.).
 FC0561
 FC0561.The modeled gravity was interpolated from observed gravity values.
 FC0561
 FC0561;                    North         East    Units  Estimated Accuracy
 FC0561;SPC TN       -   113,580.      715,690.      MT  (+/- 180 meters Scaled)
 FC0561
 FC0561                          SUPERSEDED SURVEY CONTROL
 FC0561
 FC0561  NGVD 29 (??/??/92)  228.562  (m)          749.87   (f) ADJ UNCH    2 0
 FC0561
 FC0561.Superseded values are not recommended for survey control.
 FC0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0561.See file dsdata.txt to determine how the superseded data were derived.
 FC0561
 FC0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE065142(NAD 83)
 FC0561_MARKER: DB = BENCH MARK DISK
 FC0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0561_SP_SET: CULVERT
 FC0561_STAMPING: L 244 1961
 FC0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0561
 FC0561  HISTORY     - Date     Condition        Report By
 FC0561  HISTORY     - 1961     MONUMENTED       CGS
 FC0561  HISTORY     - 1970     GOOD             NGS
 FC0561  HISTORY     - 1981     GOOD             LOCSUR
 FC0561
 FC0561                          STATION DESCRIPTION
 FC0561
 FC0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FC0561'0.9 MI NW FROM SANFORD.
 FC0561'FROM THE JUNCTION OF U.S. HIGHWAY 11 AND COUNTY ROUTE 4373 IN
 FC0561'THE SMALL COMMUNITY OF SANFORD, (OLD SANFORD RAILROAD SIDING),
 FC0561'GO WEST AND NORTHWESTERLY ON COUNTY ROUTE 4373 FOR 0.9 OF A
 FC0561'MILE TO A POINT WHERE THE ROAD CROSSES OVER A SMALL CREEK AND
 FC0561'THE MARK ON THE LEFT AS DESCRIBED.  IT IS 180 FEET NORTH-NORTHEAST
 FC0561'OF A BARN, 12 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY
 FC0561'ROUTE 4373, 5 FEET WEST OF A FENCE, AND 1.7 FEET NORTH OF A
 FC0561'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK CEMENTED
 FC0561'IN A DRILL HOLE IN THE SOUTHEAST WING WALL OF A SMALL CONCRETE
 FC0561'CULVERT AND THE DISK IS STAMPED L 244 1961.
 FC0561
 FC0561                          STATION RECOVERY (1981)
 FC0561
 FC0561'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FC0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1286 ***********************************************************************
 FC1286  DESIGNATION -  L 245
 FC1286  PID         -  FC1286
 FC1286  STATE/COUNTY-  TN/HAMILTON
 FC1286  USGS QUAD   -  CHATTANOOGA (1976)
 FC1286
 FC1286                         *CURRENT SURVEY CONTROL
 FC1286  ___________________________________________________________________
 FC1286* NAD 83(1986)-  35 01 52.     (N)    085 18 51.     (W)     SCALED    
 FC1286* NAVD 88     -       208.973  (meters)     685.61   (feet)  ADJUSTED  
 FC1286  ___________________________________________________________________
 FC1286  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1286  DYNAMIC HT  -         208.765 (meters)     684.92  (feet)  COMP
 FC1286  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FC1286
 FC1286  VERT ORDER  -  FIRST     CLASS II
 FC1286
 FC1286.The horizontal coordinates were scaled from a topographic map and have
 FC1286.an estimated accuracy of +/- 6 seconds.
 FC1286
 FC1286.The orthometric height was determined by differential leveling
 FC1286.and adjusted by the National Geodetic Survey in June 1991..
 FC1286.WARNING-Repeat measurements at this control monument indicate possible
 FC1286.vertical movement.
 FC1286
 FC1286.The geoid height was determined by GEOID03.
 FC1286
 FC1286.The dynamic height is computed by dividing the NAVD 88
 FC1286.geopotential number by the normal gravity value computed on the
 FC1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1286.degrees latitude (g = 980.6199 gals.).
 FC1286
 FC1286.The modeled gravity was interpolated from observed gravity values.
 FC1286
 FC1286;                    North         East    Units  Estimated Accuracy
 FC1286;SPC TN       -    77,640.      662,590.      MT  (+/- 180 meters Scaled)
 FC1286
 FC1286                          SUPERSEDED SURVEY CONTROL
 FC1286
 FC1286  NGVD 29 (??/??/92)  209.001  (m)          685.70   (f) ADJ UNCH    1 2
 FC1286
 FC1286.Superseded values are not recommended for survey control.
 FC1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1286.See file dsdata.txt to determine how the superseded data were derived.
 FC1286
 FC1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537777(NAD 83)
 FC1286_MARKER: DB = BENCH MARK DISK
 FC1286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1286_SP_SET: BRIDGE
 FC1286_STAMPING: L 245 1961
 FC1286_MARK LOGO: CGS   
 FC1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1286
 FC1286  HISTORY     - Date     Condition        Report By
 FC1286  HISTORY     - 1961     MONUMENTED       CGS
 FC1286  HISTORY     - 1962     GOOD             NGS
 FC1286  HISTORY     - 1983     GOOD             NGS
 FC1286  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FC1286
 FC1286                          STATION DESCRIPTION
 FC1286
 FC1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1286'IN CHATTANOOGA.
 FC1286'THE MARK IS SET IN THE EAST SIDEWALK OF SOUTH END OF THE BRIDGE
 FC1286'ON THE INTERSTATE HIGHWAY OVER BROAD STREET, 21 FEET EAST
 FC1286'OF NORTH BOUND LANE, 1.8 FEET WEST OF GUARD RAIL, 1.2 FEET NORTH
 FC1286'OF SOUTH END OF SIDEWALK.  A STANDARD DISK SET IN A BRIDGE
 FC1286'AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1286
 FC1286                          STATION RECOVERY (1983)
 FC1286
 FC1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1286'RECOVERED IN GOOD CONDITION.
 FC1286
 FC1286                          STATION RECOVERY (1990)
 FC1286
 FC1286'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1422 ***********************************************************************
 FC1422  DESIGNATION -  L 246
 FC1422  PID         -  FC1422
 FC1422  STATE/COUNTY-  TN/COFFEE
 FC1422  USGS QUAD   -  ALTO (1947)
 FC1422
 FC1422                         *CURRENT SURVEY CONTROL
 FC1422  ___________________________________________________________________
 FC1422* NAD 83(1986)-  35 19 26.     (N)    085 54 19.     (W)     SCALED    
 FC1422* NAVD 88     -       326.855  (meters)    1072.36   (feet)  ADJUSTED  
 FC1422  ___________________________________________________________________
 FC1422  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1422  DYNAMIC HT  -         326.540 (meters)    1071.32  (feet)  COMP
 FC1422  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 FC1422
 FC1422  VERT ORDER  -  SECOND    CLASS 0
 FC1422
 FC1422.The horizontal coordinates were scaled from a topographic map and have
 FC1422.an estimated accuracy of +/- 6 seconds.
 FC1422
 FC1422.The orthometric height was determined by differential leveling
 FC1422.and adjusted by the National Geodetic Survey in June 1991..
 FC1422
 FC1422.The geoid height was determined by GEOID03.
 FC1422
 FC1422.The dynamic height is computed by dividing the NAVD 88
 FC1422.geopotential number by the normal gravity value computed on the
 FC1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1422.degrees latitude (g = 980.6199 gals.).
 FC1422
 FC1422.The modeled gravity was interpolated from observed gravity values.
 FC1422
 FC1422;                    North         East    Units  Estimated Accuracy
 FC1422;SPC TN       -   109,910.      608,610.      MT  (+/- 180 meters Scaled)
 FC1422
 FC1422                          SUPERSEDED SURVEY CONTROL
 FC1422
 FC1422  NGVD 29 (??/??/92)  326.848  (m)         1072.33   (f) ADJ UNCH    2 0
 FC1422
 FC1422.Superseded values are not recommended for survey control.
 FC1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1422.See file dsdata.txt to determine how the superseded data were derived.
 FC1422
 FC1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE995095(NAD 83)
 FC1422_MARKER: DB = BENCH MARK DISK
 FC1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1422_STAMPING: L 246 1962
 FC1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1422+STABILITY: SURFACE MOTION
 FC1422
 FC1422  HISTORY     - Date     Condition        Report By
 FC1422  HISTORY     - 1962     MONUMENTED       CGS
 FC1422
 FC1422                          STATION DESCRIPTION
 FC1422
 FC1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1422'1.7 MI NW FROM PELHAM.
 FC1422'TO REACH THE MARK FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY
 FC1422'50 AND U.S. HIGHWAY 41 IN PELHAM, GO NORTHWEST ALONG U.S. HIGHWAY
 FC1422'41 TO THE MARK SET NEAR THE COFFEE AND GRUNDY COUNTY LINE, 107.8
 FC1422'FEET WEST OF A STATIONARY ROADSIDE PARK TABLE, 46.3 FEET SOUTH
 FC1422'OF CENTER LINE OF HIGHWAY, 20.6 FEET SOUTHWEST OF GRUNDY-COFFEE
 FC1422'COUNTY SOIL CONSERVATION DISTRICT SIGN, 1.6 FEET EAST OF A
 FC1422'POWER LINE POLE AND 1.7 FEET SOUTHEAST OF A METAL WITNESS
 FC1422'POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 FC1422'PROJECTING 2 INCHES AND IS ABOUT 2 FEET ABOVE THE LEVEL OF
 FC1422'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1819 ***********************************************************************
 GA1819  DESIGNATION -  L 247
 GA1819  PID         -  GA1819
 GA1819  STATE/COUNTY-  TN/JEFFERSON
 GA1819  USGS QUAD   -  TALBOTT (1980)
 GA1819
 GA1819                         *CURRENT SURVEY CONTROL
 GA1819  ___________________________________________________________________
 GA1819* NAD 83(1986)-  36 08 27.     (N)    083 26 52.     (W)     SCALED    
 GA1819* NAVD 88     -       363.243  (meters)    1191.74   (feet)  ADJUSTED  
 GA1819  ___________________________________________________________________
 GA1819  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1819  DYNAMIC HT  -         362.907 (meters)    1190.64  (feet)  COMP
 GA1819  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 GA1819
 GA1819  VERT ORDER  -  FIRST     CLASS I
 GA1819
 GA1819.The horizontal coordinates were scaled from a topographic map and have
 GA1819.an estimated accuracy of +/- 6 seconds.
 GA1819
 GA1819.The orthometric height was determined by differential leveling
 GA1819.and adjusted by the National Geodetic Survey in June 1991..
 GA1819
 GA1819.The geoid height was determined by GEOID03.
 GA1819
 GA1819.The dynamic height is computed by dividing the NAVD 88
 GA1819.geopotential number by the normal gravity value computed on the
 GA1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1819.degrees latitude (g = 980.6199 gals.).
 GA1819
 GA1819.The modeled gravity was interpolated from observed gravity values.
 GA1819
 GA1819;                    North         East    Units  Estimated Accuracy
 GA1819;SPC TN       -   203,540.      829,670.      MT  (+/- 180 meters Scaled)
 GA1819
 GA1819                          SUPERSEDED SURVEY CONTROL
 GA1819
 GA1819  NGVD 29 (??/??/92)  363.372  (m)         1192.16   (f) ADJ UNCH    1 1
 GA1819
 GA1819.Superseded values are not recommended for survey control.
 GA1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1819.See file dsdata.txt to determine how the superseded data were derived.
 GA1819
 GA1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA797023(NAD 83)
 GA1819_MARKER: DB = BENCH MARK DISK
 GA1819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1819_SP_SET: OVERPASS
 GA1819_STAMPING: L 247 1967
 GA1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1819
 GA1819  HISTORY     - Date     Condition        Report By
 GA1819  HISTORY     - 1967     MONUMENTED       CGS
 GA1819
 GA1819                          STATION DESCRIPTION
 GA1819
 GA1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1819'2.9 MI NE FROM JEFFERSON CITY.
 GA1819'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE
 GA1819'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, SET ON THE
 GA1819'TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF THE HIGHWAY
 GA1819'OVERPASS OVER THE SOUTHERN RAILWAY, 18 FEET NORTHWEST OF THE
 GA1819'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE
 GA1819'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2224 ***********************************************************************
 GA2224  DESIGNATION -  L 248
 GA2224  PID         -  GA2224
 GA2224  STATE/COUNTY-  TN/KNOX
 GA2224  USGS QUAD   -  JOHN SEVIER (1992)
 GA2224
 GA2224                         *CURRENT SURVEY CONTROL
 GA2224  ___________________________________________________________________
 GA2224* NAD 83(1986)-  36 03 38.     (N)    083 47 06.     (W)     SCALED    
 GA2224* NAVD 88     -       309.231  (meters)    1014.54   (feet)  ADJUSTED  
 GA2224  ___________________________________________________________________
 GA2224  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2224  DYNAMIC HT  -         308.949 (meters)    1013.61  (feet)  COMP
 GA2224  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 GA2224
 GA2224  VERT ORDER  -  FIRST     CLASS I
 GA2224
 GA2224.The horizontal coordinates were scaled from a topographic map and have
 GA2224.an estimated accuracy of +/- 6 seconds.
 GA2224
 GA2224.The orthometric height was determined by differential leveling
 GA2224.and adjusted by the National Geodetic Survey in June 1991..
 GA2224
 GA2224.The geoid height was determined by GEOID03.
 GA2224
 GA2224.The dynamic height is computed by dividing the NAVD 88
 GA2224.geopotential number by the normal gravity value computed on the
 GA2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2224.degrees latitude (g = 980.6199 gals.).
 GA2224
 GA2224.The modeled gravity was interpolated from observed gravity values.
 GA2224
 GA2224;                    North         East    Units  Estimated Accuracy
 GA2224;SPC TN       -   193,890.      799,530.      MT  (+/- 180 meters Scaled)
 GA2224
 GA2224                          SUPERSEDED SURVEY CONTROL
 GA2224
 GA2224  NGVD 29 (??/??/92)  309.361  (m)         1014.96   (f) ADJ UNCH    1 1
 GA2224
 GA2224.Superseded values are not recommended for survey control.
 GA2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2224.See file dsdata.txt to determine how the superseded data were derived.
 GA2224
 GA2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV491942(NAD 83)
 GA2224_MARKER: DB = BENCH MARK DISK
 GA2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2224_STAMPING: L 248 1967
 GA2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2224+STABILITY: SURFACE MOTION
 GA2224
 GA2224  HISTORY     - Date     Condition        Report By
 GA2224  HISTORY     - 1967     MONUMENTED       CGS
 GA2224
 GA2224                          STATION DESCRIPTION
 GA2224
 GA2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2224'2.9 MI SW FROM MASCOT.
 GA2224'ABOUT 2.35 MILES WEST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2224'CHURCH AT MASCOT, THENCE 0.55 MILE SOUTHWEST ALONG U.S. HIGHWAY
 GA2224'11W, ON THE SOUTHWEST SLOPE OF A LONG HILL, 35 FEET SOUTHEAST OF
 GA2224'THE CENTER LINE OF THE HIGHWAY, 15 1/2 FEET SOUTH OF A TELEPHONE
 GA2224'POLE, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 1.3 FEET SOUTHWEST OF
 GA2224'A WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 GA2224'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 GA2224'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0488 ***********************************************************************
 GB0488  DESIGNATION -  L 249
 GB0488  PID         -  GB0488
 GB0488  STATE/COUNTY-  TN/ANDERSON
 GB0488  USGS QUAD   -  CLINTON (1990)
 GB0488
 GB0488                         *CURRENT SURVEY CONTROL
 GB0488  ___________________________________________________________________
 GB0488* NAD 83(1986)-  36 05 40.     (N)    084 07 59.     (W)     SCALED    
 GB0488* NAVD 88     -       253.447  (meters)     831.52   (feet)  ADJUSTED  
 GB0488  ___________________________________________________________________
 GB0488  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB0488  DYNAMIC HT  -         253.215 (meters)     830.76  (feet)  COMP
 GB0488  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GB0488
 GB0488  VERT ORDER  -  FIRST     CLASS I
 GB0488
 GB0488.The horizontal coordinates were scaled from a topographic map and have
 GB0488.an estimated accuracy of +/- 6 seconds.
 GB0488
 GB0488.The orthometric height was determined by differential leveling
 GB0488.and adjusted by the National Geodetic Survey in June 1991..
 GB0488
 GB0488.The geoid height was determined by GEOID03.
 GB0488
 GB0488.The dynamic height is computed by dividing the NAVD 88
 GB0488.geopotential number by the normal gravity value computed on the
 GB0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0488.degrees latitude (g = 980.6199 gals.).
 GB0488
 GB0488.The modeled gravity was interpolated from observed gravity values.
 GB0488
 GB0488;                    North         East    Units  Estimated Accuracy
 GB0488;SPC TN       -   197,000.      768,110.      MT  (+/- 180 meters Scaled)
 GB0488
 GB0488                          SUPERSEDED SURVEY CONTROL
 GB0488
 GB0488  NGVD 29 (??/??/92)  253.583  (m)          831.96   (f) ADJ UNCH    1 1
 GB0488
 GB0488.Superseded values are not recommended for survey control.
 GB0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0488.See file dsdata.txt to determine how the superseded data were derived.
 GB0488
 GB0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE581982(NAD 83)
 GB0488_MARKER: DB = BENCH MARK DISK
 GB0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0488_SP_SET: ABUTMENT
 GB0488_STAMPING: L 249 1967
 GB0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0488
 GB0488  HISTORY     - Date     Condition        Report By
 GB0488  HISTORY     - 1967     MONUMENTED       CGS
 GB0488
 GB0488                          STATION DESCRIPTION
 GB0488
 GB0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0488'AT CLINTON.
 GB0488'AT CLINTON, ABOUT 0.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 25W
 GB0488'FROM THE COURTHOUSE AT CLINTON, SET IN THE TOP OF THE NORTHEAST
 GB0488'END OF THE NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER CLINCH
 GB0488'RIVER, 6.8 FEET NORTHEAST OF THE NORTHEAST CURB OF THE BRIDGE
 GB0488'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1247 ***********************************************************************
 GC1247  DESIGNATION -  L 25
 GC1247  PID         -  GC1247
 GC1247  STATE/COUNTY-  TN/MONTGOMERY
 GC1247  USGS QUAD   -  CLARKSVILLE (1984)
 GC1247
 GC1247                         *CURRENT SURVEY CONTROL
 GC1247  ___________________________________________________________________
 GC1247* NAD 83(1986)-  36 31 19.     (N)    087 21 49.     (W)     SCALED    
 GC1247* NAVD 88     -       127.154  (meters)     417.17   (feet)  ADJUSTED  
 GC1247  ___________________________________________________________________
 GC1247  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1247  DYNAMIC HT  -         127.047 (meters)     416.82  (feet)  COMP
 GC1247  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 GC1247
 GC1247  VERT ORDER  -  FIRST     CLASS II
 GC1247
 GC1247.The horizontal coordinates were scaled from a topographic map and have
 GC1247.an estimated accuracy of +/- 6 seconds.
 GC1247
 GC1247.The orthometric height was determined by differential leveling
 GC1247.and adjusted by the National Geodetic Survey in June 1991..
 GC1247
 GC1247.The geoid height was determined by GEOID03.
 GC1247
 GC1247.The dynamic height is computed by dividing the NAVD 88
 GC1247.geopotential number by the normal gravity value computed on the
 GC1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1247.degrees latitude (g = 980.6199 gals.).
 GC1247
 GC1247.The modeled gravity was interpolated from observed gravity values.
 GC1247
 GC1247;                    North         East    Units  Estimated Accuracy
 GC1247;SPC TN       -   243,680.      477,870.      MT  (+/- 180 meters Scaled)
 GC1247
 GC1247                          SUPERSEDED SURVEY CONTROL
 GC1247
 GC1247  NGVD 29 (??/??/92)  127.231  (m)          417.42   (f) ADJ UNCH    1 2
 GC1247
 GC1247.Superseded values are not recommended for survey control.
 GC1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1247.See file dsdata.txt to determine how the superseded data were derived.
 GC1247
 GC1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF674419(NAD 83)
 GC1247_MARKER: DB = BENCH MARK DISK
 GC1247_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GC1247_STAMPING: L 25 1934
 GC1247_MARK LOGO: CGS   
 GC1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1247
 GC1247  HISTORY     - Date     Condition        Report By
 GC1247  HISTORY     - 1934     MONUMENTED       CGS
 GC1247  HISTORY     - 1957     GOOD             DOD
 GC1247  HISTORY     - 1984     POOR             NGS
 GC1247
 GC1247                          STATION DESCRIPTION
 GC1247
 GC1247'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 GC1247'AT CLARKSVILLE.
 GC1247'AT CLARKSVILLE, MONTGOMERY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1247'RAILROAD, 150 YARDS EAST OF THE EAST END OF THE BRIDGE OVER
 GC1247'CUMBERLAND RIVER, AT THE TENNESSEE CENTRAL RAILWAY OVERPASS,
 GC1247'IN THE CENTER OF THE NORTH FADE OF A CONCRETE PIER, 7 YARDS
 GC1247'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT 2-1/2
 GC1247'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED L 25 1934
 GC1247'AND SET VERTICALLY.
 GC1247
 GC1247                          STATION RECOVERY (1984)
 GC1247
 GC1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1247'RECOVERED IN POOR CONDITION.  NOTE, THE DISK HAS BEEN PRIED OUTWARD
 GC1247'SLIGHTLY AT THE TOP, BUT DOES NOT APPEAR TO HAVE CHANGED ITS POSITION
 GC1247'IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0896 ***********************************************************************
 GB0896  DESIGNATION -  L 250
 GB0896  PID         -  GB0896
 GB0896  STATE/COUNTY-  TN/MORGAN
 GB0896  USGS QUAD   -  RUGBY (1984)
 GB0896
 GB0896                         *CURRENT SURVEY CONTROL
 GB0896  ___________________________________________________________________
 GB0896* NAD 83(1986)-  36 15 59.     (N)    084 39 20.     (W)     SCALED    
 GB0896* NAVD 88     -       429.181  (meters)    1408.07   (feet)  ADJUSTED  
 GB0896  ___________________________________________________________________
 GB0896  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GB0896  DYNAMIC HT  -         428.805 (meters)    1406.84  (feet)  COMP
 GB0896  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 GB0896
 GB0896  VERT ORDER  -  FIRST     CLASS I
 GB0896
 GB0896.The horizontal coordinates were scaled from a topographic map and have
 GB0896.an estimated accuracy of +/- 6 seconds.
 GB0896
 GB0896.The orthometric height was determined by differential leveling
 GB0896.and adjusted by the National Geodetic Survey in June 1991..
 GB0896
 GB0896.The geoid height was determined by GEOID03.
 GB0896
 GB0896.The dynamic height is computed by dividing the NAVD 88
 GB0896.geopotential number by the normal gravity value computed on the
 GB0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0896.degrees latitude (g = 980.6199 gals.).
 GB0896
 GB0896.The modeled gravity was interpolated from observed gravity values.
 GB0896
 GB0896;                    North         East    Units  Estimated Accuracy
 GB0896;SPC TN       -   215,300.      720,800.      MT  (+/- 180 meters Scaled)
 GB0896
 GB0896                          SUPERSEDED SURVEY CONTROL
 GB0896
 GB0896  NGVD 29 (??/??/92)  429.293  (m)         1408.44   (f) ADJ UNCH    1 1
 GB0896
 GB0896.Superseded values are not recommended for survey control.
 GB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0896.See file dsdata.txt to determine how the superseded data were derived.
 GB0896
 GB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF106160(NAD 83)
 GB0896_MARKER: DB = BENCH MARK DISK
 GB0896_SETTING: 66 = SET IN ROCK OUTCROP
 GB0896_SP_SET: ROCK LEDGE
 GB0896_STAMPING: L 250 1968
 GB0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0896+STABILITY: POSITION/ELEVATION WELL
 GB0896
 GB0896  HISTORY     - Date     Condition        Report By
 GB0896  HISTORY     - 1968     MONUMENTED       CGS
 GB0896
 GB0896                          STATION DESCRIPTION
 GB0896
 GB0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GB0896'2.6 MI NE FROM SUNBRIGHT.
 GB0896'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0896'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0896'SOUTHERN RAILWAY, THENCE 2.3 MILES NORTHEAST ALONG THE MAIN
 GB0896'TRACK, NEAR THE CENTER OF A CUT FOR THE RAILROAD, 0.3 MILE NORTH
 GB0896'OF MILEPOST 230, 0.3 MILE SOUTH OF A SIGNAL GANTRY, 0.2 MILE
 GB0896'SOUTH OF A JUNCTION OF THE RAILROAD AND AN ABANDONED RAILROAD
 GB0896'GRADE, SET IN THE TOP OF THE SOUTHWEST CORNER OF A TRIANGULAR
 GB0896'SHAPED LEDGE ON THE NORTHWEST ROCK WALL OF THE CUT, 12 1/2 FEET
 GB0896'NORTHEAST OF THE NORTHEAST RAIL, 4.8 FEET NORTHWEST OF A 10-INCH
 GB0896'TRIANGLE WHICH IS INSCRIBED IN THE SOUTHWEST FACE OF THE
 GB0896'NORTHWEST WALL, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, AND
 GB0896'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1033 ***********************************************************************
 FF1033  DESIGNATION -  L 251
 FF1033  PID         -  FF1033
 FF1033  STATE/COUNTY-  TN/SHELBY
 FF1033  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1033
 FF1033                         *CURRENT SURVEY CONTROL
 FF1033  ___________________________________________________________________
 FF1033* NAD 83(1986)-  35 04 02.     (N)    090 05 00.     (W)     SCALED    
 FF1033* NAVD 88     -        74.311  (meters)     243.80   (feet)  ADJUSTED  
 FF1033  ___________________________________________________________________
 FF1033  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1033  DYNAMIC HT  -          74.243 (meters)     243.58  (feet)  COMP
 FF1033  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 FF1033
 FF1033  VERT ORDER  -  FIRST     CLASS I
 FF1033
 FF1033.The horizontal coordinates were scaled from a topographic map and have
 FF1033.an estimated accuracy of +/- 6 seconds.
 FF1033
 FF1033.The orthometric height was determined by differential leveling
 FF1033.and adjusted by the National Geodetic Survey in June 1991..
 FF1033
 FF1033.The geoid height was determined by GEOID03.
 FF1033
 FF1033.The dynamic height is computed by dividing the NAVD 88
 FF1033.geopotential number by the normal gravity value computed on the
 FF1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1033.degrees latitude (g = 980.6199 gals.).
 FF1033
 FF1033.The modeled gravity was interpolated from observed gravity values.
 FF1033
 FF1033;                    North         East    Units  Estimated Accuracy
 FF1033;SPC TN       -    89,200.      227,640.      MT  (+/- 180 meters Scaled)
 FF1033
 FF1033                          SUPERSEDED SURVEY CONTROL
 FF1033
 FF1033  NGVD 29 (??/??/??)   74.288  (m)          243.73   (f) ADJUSTED    1 1
 FF1033
 FF1033.Superseded values are not recommended for survey control.
 FF1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1033.See file dsdata.txt to determine how the superseded data were derived.
 FF1033
 FF1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU659843(NAD 83)
 FF1033_MARKER: DB = BENCH MARK DISK
 FF1033_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1033+WITH SETTING: INTO GROUND
 FF1033_SP_SET: METAL ROD WITH BASE PLATE
 FF1033_STAMPING: L 251 1976
 FF1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1033+STABILITY: SURFACE MOTION
 FF1033
 FF1033  HISTORY     - Date     Condition        Report By
 FF1033  HISTORY     - 1976     MONUMENTED       NGS
 FF1033  HISTORY     - 19950315 MARK NOT FOUND   TN1620
 FF1033
 FF1033                          STATION DESCRIPTION
 FF1033
 FF1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1033'IN MEMPHIS.
 FF1033'0.95 MILES SOUTH ALONG US HIGHWAY 61 (SOUTH THIRD STREET) FROM
 FF1033'THE INTERSTATE 55 UNDERPASS AT MEMPHIS, THENCE 1.5 WEST ALONG
 FF1033'PEEBLES ROAD, 33 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 FF1033'OF PEEBLES ROAD AND TRAVIS ROAD, 25 FEET NORTH OF THE CENTER LINE
 FF1033'OF PEEBLES ROAD, 7 FEET NORTH OF A POWER POLE, 3.5 FEET SOUTHWEST
 FF1033'OF A CABLE BRASSING TELEPHONE POLE.  A DISK ON THE TOP OF A COPPER-
 FF1033'COATED STEEL ROD SET TO A DEPTH OF 4 FEET.  ABOUT LEVEL WITH THE
 FF1033'GROUND.
 FF1033
 FF1033                          STATION RECOVERY (1995)
 FF1033
 FF1033'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0460 ***********************************************************************
 FC0460  DESIGNATION -  L 256
 FC0460  PID         -  FC0460
 FC0460  STATE/COUNTY-  TN/BRADLEY
 FC0460  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0460
 FC0460                         *CURRENT SURVEY CONTROL
 FC0460  ___________________________________________________________________
 FC0460* NAD 83(1986)-  35 08 32.     (N)    084 52 58.     (W)     SCALED    
 FC0460* NAVD 88     -       271.658  (meters)     891.26   (feet)  ADJUSTED  
 FC0460  ___________________________________________________________________
 FC0460  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0460  DYNAMIC HT  -         271.389 (meters)     890.38  (feet)  COMP
 FC0460  MODELED GRAV-     979,637.7   (mgal)                       NAVD 88
 FC0460
 FC0460  VERT ORDER  -  FIRST     CLASS I
 FC0460
 FC0460.The horizontal coordinates were scaled from a topographic map and have
 FC0460.an estimated accuracy of +/- 6 seconds.
 FC0460
 FC0460.The orthometric height was determined by differential leveling
 FC0460.and adjusted by the National Geodetic Survey in June 1991..
 FC0460
 FC0460.The geoid height was determined by GEOID03.
 FC0460
 FC0460.The dynamic height is computed by dividing the NAVD 88
 FC0460.geopotential number by the normal gravity value computed on the
 FC0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0460.degrees latitude (g = 980.6199 gals.).
 FC0460
 FC0460.The modeled gravity was interpolated from observed gravity values.
 FC0460
 FC0460;                    North         East    Units  Estimated Accuracy
 FC0460;SPC TN       -    90,330.      701,810.      MT  (+/- 180 meters Scaled)
 FC0460
 FC0460                          SUPERSEDED SURVEY CONTROL
 FC0460
 FC0460  NGVD 29 (??/??/92)  271.665  (m)          891.29   (f) ADJ UNCH    1 1
 FC0460
 FC0460.Superseded values are not recommended for survey control.
 FC0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0460.See file dsdata.txt to determine how the superseded data were derived.
 FC0460
 FC0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD928908(NAD 83)
 FC0460_MARKER: DB = BENCH MARK DISK
 FC0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0460_STAMPING: L 256 1968
 FC0460_MARK LOGO: CGS   
 FC0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0460+STABILITY: SURFACE MOTION
 FC0460
 FC0460  HISTORY     - Date     Condition        Report By
 FC0460  HISTORY     - 1968     MONUMENTED       CGS
 FC0460  HISTORY     - 1983     GOOD             NGS
 FC0460
 FC0460                          STATION DESCRIPTION
 FC0460
 FC0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0460'AT CLEVELAND.
 FC0460'AT CLEVELAND, ABOUT 1.1 MILES SOUTHWEST ALONG THE SOUTHERN
 FC0460'RAILWAY FROM THE STATION, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 1,
 FC0460'58 FEET EAST OF THE CENTER OF THE CROSSING OF TWENTIETH STREET
 FC0460'SOUTHEAST AND THE MAIN TRACK, 24.3 FEET NORTHEAST OF THE WEST
 FC0460'CORNER OF THE CHAIN LINK FENCE AROUND THE JACKSON FURNITURE
 FC0460'COMPANY PLANT, 40.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 46 FEET
 FC0460'NORTHEAST OF THE CENTER LINE OF THE STREET, 1.2 FEET NORTHWEST OF
 FC0460'THE FENCE LINE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 3
 FC0460'FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FC0460'POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 FC0460
 FC0460                          STATION RECOVERY (1983)
 FC0460
 FC0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0425 ***********************************************************************
 FC0425  DESIGNATION -  L 257
 FC0425  PID         -  FC0425
 FC0425  STATE/COUNTY-  TN/MCMINN
 FC0425  USGS QUAD   -  RICEVILLE (1990)
 FC0425
 FC0425                         *CURRENT SURVEY CONTROL
 FC0425  ___________________________________________________________________
 FC0425* NAD 83(1986)-  35 23 09.     (N)    084 41 32.     (W)     SCALED    
 FC0425* NAVD 88     -       248.789  (meters)     816.24   (feet)  ADJUSTED  
 FC0425  ___________________________________________________________________
 FC0425  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0425  DYNAMIC HT  -         248.546 (meters)     815.44  (feet)  COMP
 FC0425  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC0425
 FC0425  VERT ORDER  -  FIRST     CLASS I
 FC0425
 FC0425.The horizontal coordinates were scaled from a topographic map and have
 FC0425.an estimated accuracy of +/- 6 seconds.
 FC0425
 FC0425.The orthometric height was determined by differential leveling
 FC0425.and adjusted by the National Geodetic Survey in June 1991..
 FC0425
 FC0425.The geoid height was determined by GEOID03.
 FC0425
 FC0425.The dynamic height is computed by dividing the NAVD 88
 FC0425.geopotential number by the normal gravity value computed on the
 FC0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0425.degrees latitude (g = 980.6199 gals.).
 FC0425
 FC0425.The modeled gravity was interpolated from observed gravity values.
 FC0425
 FC0425;                    North         East    Units  Estimated Accuracy
 FC0425;SPC TN       -   117,570.      718,820.      MT  (+/- 180 meters Scaled)
 FC0425
 FC0425                          SUPERSEDED SURVEY CONTROL
 FC0425
 FC0425  NGVD 29 (??/??/92)  248.832  (m)          816.38   (f) ADJ UNCH    1 1
 FC0425
 FC0425.Superseded values are not recommended for survey control.
 FC0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0425.See file dsdata.txt to determine how the superseded data were derived.
 FC0425
 FC0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE096182(NAD 83)
 FC0425_MARKER: DB = BENCH MARK DISK
 FC0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0425_SP_SET: CULVERT
 FC0425_STAMPING: L 257 1968
 FC0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0425
 FC0425  HISTORY     - Date     Condition        Report By
 FC0425  HISTORY     - 1968     MONUMENTED       CGS
 FC0425
 FC0425                          STATION DESCRIPTION
 FC0425
 FC0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0425'AT RICEVILLE.
 FC0425'AT RICEVILLE, ABOUT 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 11
 FC0425'FROM THE POST OFFICE, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION
 FC0425'OF BUSINESS U.S. HIGHWAY 11, SET IN THE TOP OF THE SOUTHWEST
 FC0425'END OF THE SOUTHEAST HEAD WALL OF A 14-FOOT CONCRETE BOX CULVERT
 FC0425'UNDER BOTH LANES OF THE HIGHWAY, 24 FEET SOUTHEAST OF THE CENTER
 FC0425'LINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 1 FOOT NORTHEAST
 FC0425'OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT 2 FEET BELOW
 FC0425'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0863 ***********************************************************************
 FC0863  DESIGNATION -  L 258
 FC0863  PID         -  FC0863
 FC0863  STATE/COUNTY-  TN/MCMINN
 FC0863  USGS QUAD   -  NIOTA (1990)
 FC0863
 FC0863                         *CURRENT SURVEY CONTROL
 FC0863  ___________________________________________________________________
 FC0863* NAD 83(1986)-  35 30 54.     (N)    084 32 46.     (W)     SCALED    
 FC0863* NAVD 88     -       298.426  (meters)     979.09   (feet)  ADJUSTED  
 FC0863  ___________________________________________________________________
 FC0863  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FC0863  DYNAMIC HT  -         298.135 (meters)     978.13  (feet)  COMP
 FC0863  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 FC0863
 FC0863  VERT ORDER  -  FIRST     CLASS I
 FC0863
 FC0863.The horizontal coordinates were scaled from a topographic map and have
 FC0863.an estimated accuracy of +/- 6 seconds.
 FC0863
 FC0863.The orthometric height was determined by differential leveling
 FC0863.and adjusted by the National Geodetic Survey in June 1991..
 FC0863
 FC0863.The geoid height was determined by GEOID03.
 FC0863
 FC0863.The dynamic height is computed by dividing the NAVD 88
 FC0863.geopotential number by the normal gravity value computed on the
 FC0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0863.degrees latitude (g = 980.6199 gals.).
 FC0863
 FC0863.The modeled gravity was interpolated from observed gravity values.
 FC0863
 FC0863;                    North         East    Units  Estimated Accuracy
 FC0863;SPC TN       -   132,090.      731,880.      MT  (+/- 180 meters Scaled)
 FC0863
 FC0863                          SUPERSEDED SURVEY CONTROL
 FC0863
 FC0863  NGVD 29 (??/??/92)  298.486  (m)          979.28   (f) ADJ UNCH    1 1
 FC0863
 FC0863.Superseded values are not recommended for survey control.
 FC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0863.See file dsdata.txt to determine how the superseded data were derived.
 FC0863
 FC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE225329(NAD 83)
 FC0863_MARKER: DB = BENCH MARK DISK
 FC0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0863_SP_SET: BUILDING
 FC0863_STAMPING: L 258 1968
 FC0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0863
 FC0863  HISTORY     - Date     Condition        Report By
 FC0863  HISTORY     - 1968     MONUMENTED       CGS
 FC0863
 FC0863                          STATION DESCRIPTION
 FC0863
 FC0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0863'AT NIOTA.
 FC0863'AT NIOTA, NEAR THE NORTH CORNER OF THE JUNCTION OF MAIN AND
 FC0863'LOCUST STREETS, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 FC0863'SOUTH CORNER OF THE POST OFFICE (A BRICK BUILDING WITH A STONE
 FC0863'FRONT), 24 FEET NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET,
 FC0863'2.5 FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 1 1/2
 FC0863'FEET ABOVE THE LEVEL OF THE BLACKTOP PARKING AREA AND ABOUT 4
 FC0863'FEET ABOVE THE LEVEL OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0045 ***********************************************************************
 FC0045  DESIGNATION -  L 259
 FC0045  PID         -  FC0045
 FC0045  STATE/COUNTY-  TN/LOUDON
 FC0045  USGS QUAD   -  LOUDON (1984)
 FC0045
 FC0045                         *CURRENT SURVEY CONTROL
 FC0045  ___________________________________________________________________
 FC0045* NAD 83(1986)-  35 44 09.     (N)    084 20 45.     (W)     SCALED    
 FC0045* NAVD 88     -       249.596  (meters)     818.88   (feet)  ADJUSTED  
 FC0045  ___________________________________________________________________
 FC0045  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FC0045  DYNAMIC HT  -         249.358 (meters)     818.10  (feet)  COMP
 FC0045  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 FC0045
 FC0045  VERT ORDER  -  FIRST     CLASS I
 FC0045
 FC0045.The horizontal coordinates were scaled from a topographic map and have
 FC0045.an estimated accuracy of +/- 6 seconds.
 FC0045
 FC0045.The orthometric height was determined by differential leveling
 FC0045.and adjusted by the National Geodetic Survey in June 1991..
 FC0045
 FC0045.The geoid height was determined by GEOID03.
 FC0045
 FC0045.The dynamic height is computed by dividing the NAVD 88
 FC0045.geopotential number by the normal gravity value computed on the
 FC0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0045.degrees latitude (g = 980.6199 gals.).
 FC0045
 FC0045.The modeled gravity was interpolated from observed gravity values.
 FC0045
 FC0045;                    North         East    Units  Estimated Accuracy
 FC0045;SPC TN       -   156,870.      749,630.      MT  (+/- 180 meters Scaled)
 FC0045
 FC0045                          SUPERSEDED SURVEY CONTROL
 FC0045
 FC0045  NGVD 29 (??/??/92)  249.698  (m)          819.22   (f) ADJ UNCH    1 1
 FC0045
 FC0045.Superseded values are not recommended for survey control.
 FC0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0045.See file dsdata.txt to determine how the superseded data were derived.
 FC0045
 FC0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE400578(NAD 83)
 FC0045_MARKER: DB = BENCH MARK DISK
 FC0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0045_SP_SET: CULVERT
 FC0045_STAMPING: L 259 1968
 FC0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0045
 FC0045  HISTORY     - Date     Condition        Report By
 FC0045  HISTORY     - 1968     MONUMENTED       CGS
 FC0045
 FC0045                          STATION DESCRIPTION
 FC0045
 FC0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0045'AT LOUDON.
 FC0045'AT LOUDON, ABOUT 0.75 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FC0045'FROM THE STATION, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 160,
 FC0045'ABOUT 0.1 MILE NORTHEAST OF THE CROSSING OF HIGHLAND AVENUE,
 FC0045'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL
 FC0045'OF A 5-FOOT CONCRETE BOX CULVERT UNDER A BLACKTOP STREET THAT
 FC0045'PARALLELS THE TRACK, 60 FEET NORTHWEST OF AND ACROSS THE STREET
 FC0045'FROM THE NORTHWEST RAIL, 15 FEET NORTHWEST OF THE CENTER LINE
 FC0045'OF THE STREET, ABOUT LEVEL WITH THE TRACK AND ABOUT 1 FOOT
 FC0045'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1571 ***********************************************************************
 GC1571  DESIGNATION -  L 26 RESET
 GC1571  PID         -  GC1571
 GC1571  STATE/COUNTY-  TN/HUMPHREYS
 GC1571  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1571
 GC1571                         *CURRENT SURVEY CONTROL
 GC1571  ___________________________________________________________________
 GC1571* NAD 83(1986)-  36 03 09.     (N)    087 54 27.     (W)     SCALED    
 GC1571* NAVD 88     -       124.614  (meters)     408.84   (feet)  ADJUSTED  
 GC1571  ___________________________________________________________________
 GC1571  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GC1571  DYNAMIC HT  -         124.507 (meters)     408.49  (feet)  COMP
 GC1571  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GC1571
 GC1571  VERT ORDER  -  FIRST     CLASS II
 GC1571
 GC1571.The horizontal coordinates were scaled from a topographic map and have
 GC1571.an estimated accuracy of +/- 6 seconds.
 GC1571
 GC1571.The orthometric height was determined by differential leveling
 GC1571.and adjusted by the National Geodetic Survey in June 1991..
 GC1571
 GC1571.The geoid height was determined by GEOID03.
 GC1571
 GC1571.The dynamic height is computed by dividing the NAVD 88
 GC1571.geopotential number by the normal gravity value computed on the
 GC1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1571.degrees latitude (g = 980.6199 gals.).
 GC1571
 GC1571.The modeled gravity was interpolated from observed gravity values.
 GC1571
 GC1571;                    North         East    Units  Estimated Accuracy
 GC1571;SPC TN       -   192,420.      428,150.      MT  (+/- 180 meters Scaled)
 GC1571
 GC1571                          SUPERSEDED SURVEY CONTROL
 GC1571
 GC1571  NGVD 29 (??/??/92)  124.646  (m)          408.94   (f) ADJ UNCH    1 2
 GC1571
 GC1571.Superseded values are not recommended for survey control.
 GC1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1571.See file dsdata.txt to determine how the superseded data were derived.
 GC1571
 GC1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE182901(NAD 83)
 GC1571_MARKER: DB = BENCH MARK DISK
 GC1571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1571_SP_SET: BRIDGE
 GC1571_STAMPING: L 26 RESET 1940
 GC1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1571
 GC1571  HISTORY     - Date     Condition        Report By
 GC1571  HISTORY     - 1940     MONUMENTED       NCRR
 GC1571  HISTORY     - 1947     GOOD             NGS
 GC1571  HISTORY     - 1972     GOOD             TVA
 GC1571  HISTORY     - 1988     GOOD             USPSQD
 GC1571
 GC1571                          STATION DESCRIPTION
 GC1571
 GC1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1571'7.3 MI W FROM WAVERLY.
 GC1571'7.3 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1571'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 0.9 MILE NORTHEAST OF
 GC1571'THE ROAD CROSSING AT DENVER, 28 FEET SOUTHEAST OF THE FIRST POLE
 GC1571'EAST OF POLE 73/35, AT BRIDGE 73.8 OVER TRACE CREEK, IN THE TOP
 GC1571'OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT, 5 FEET SOUTHEAST
 GC1571'OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 GC1571
 GC1571                          STATION RECOVERY (1972)
 GC1571
 GC1571'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1571'RECOVERED IN GOOD CONDITION.
 GC1571
 GC1571                          STATION RECOVERY (1988)
 GC1571
 GC1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0115 ***********************************************************************
 FC0115  DESIGNATION -  L 260
 FC0115  PID         -  FC0115
 FC0115  STATE/COUNTY-  TN/KNOX
 FC0115  USGS QUAD   -  BEARDEN (1990)
 FC0115
 FC0115                         *CURRENT SURVEY CONTROL
 FC0115  ___________________________________________________________________
 FC0115* NAD 83(1986)-  35 55 33.     (N)    084 00 53.     (W)     SCALED    
 FC0115* NAVD 88     -       275.188  (meters)     902.85   (feet)  ADJUSTED  
 FC0115  ___________________________________________________________________
 FC0115  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0115  DYNAMIC HT  -         274.931 (meters)     902.00  (feet)  COMP
 FC0115  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FC0115
 FC0115  VERT ORDER  -  FIRST     CLASS I
 FC0115
 FC0115.The horizontal coordinates were scaled from a topographic map and have
 FC0115.an estimated accuracy of +/- 6 seconds.
 FC0115
 FC0115.The orthometric height was determined by differential leveling
 FC0115.and adjusted by the National Geodetic Survey in June 1991..
 FC0115
 FC0115.The geoid height was determined by GEOID03.
 FC0115
 FC0115.The dynamic height is computed by dividing the NAVD 88
 FC0115.geopotential number by the normal gravity value computed on the
 FC0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0115.degrees latitude (g = 980.6199 gals.).
 FC0115
 FC0115.The modeled gravity was interpolated from observed gravity values.
 FC0115
 FC0115;                    North         East    Units  Estimated Accuracy
 FC0115;SPC TN       -   178,500.      779,150.      MT  (+/- 180 meters Scaled)
 FC0115
 FC0115                          SUPERSEDED SURVEY CONTROL
 FC0115
 FC0115  NGVD 29 (??/??/92)  275.320  (m)          903.28   (f) ADJ UNCH    1 1
 FC0115
 FC0115.Superseded values are not recommended for survey control.
 FC0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0115.See file dsdata.txt to determine how the superseded data were derived.
 FC0115
 FC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE693798(NAD 83)
 FC0115_MARKER: DB = BENCH MARK DISK
 FC0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0115_SP_SET: CULVERT
 FC0115_STAMPING: L 260 1968
 FC0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0115
 FC0115  HISTORY     - Date     Condition        Report By
 FC0115  HISTORY     - 1968     MONUMENTED       CGS
 FC0115  HISTORY     - 1982     GOOD             LOCENG
 FC0115
 FC0115                          STATION DESCRIPTION
 FC0115
 FC0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0115'0.9 MI SW FROM BEARDEN.
 FC0115'ABOUT 0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0115'RAILWAY OVERPASS OVER LAKE SHORE DRIVE, ABOUT 0.15 MILE NORTHEAST
 FC0115'OF MILEPOST 137, ABOUT 2 RAILS NORTHEAST OF THE SOUTHWEST END OF
 FC0115'A SIDE TRACK, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 FC0115'CONCRETE HEAD WALL OF A 4-FOOT CONCRETE PIPE CULVERT (THE HEAD
 FC0115'WALL IS ABOUT 15 FEET LONG AND 2 FEET WIDE), 18 FEET SOUTHEAST OF
 FC0115'THE SOUTHEAST RAIL OF THE MAIN TRACK, 1.1 FEET SOUTHWEST OF THE
 FC0115'NORTHEAST END OF THE HEAD WALL, 1 FOOT NORTHWEST OF THE SOUTHEAST
 FC0115'EDGE OF THE HEAD WALL AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 FC0115'TRACK.
 FC0115
 FC0115                          STATION RECOVERY (1982)
 FC0115
 FC0115'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0115'CHANGE DESC: THE MARK IS ALSO 160 FEET NORTHEAST OF SIGNAL TOWER 1368
 FC0115'AND 70 FEET NORTHEAST OF A RAILROAD SWITCH FROG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1752 ***********************************************************************
 FF1752  DESIGNATION -  L 261 RESET
 FF1752  PID         -  FF1752
 FF1752  STATE/COUNTY-  TN/SHELBY
 FF1752  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1752
 FF1752                         *CURRENT SURVEY CONTROL
 FF1752  ___________________________________________________________________
 FF1752* NAD 83(1986)-  35 14 10.     (N)    090 00 51.     (W)     SCALED    
 FF1752* NAVD 88     -        69.93   (+/-2cm)     229.4    (feet)  VERTCON   
 FF1752  ___________________________________________________________________
 FF1752  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1752
 FF1752  VERT ORDER  -  THIRD (See Below)
 FF1752
 FF1752.The horizontal coordinates were scaled from a topographic map and have
 FF1752.an estimated accuracy of +/- 6 seconds.
 FF1752
 FF1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1752.The vertical order pertains to the NGVD 29 superseded value.
 FF1752
 FF1752.The geoid height was determined by GEOID03.
 FF1752
 FF1752;                    North         East    Units  Estimated Accuracy
 FF1752;SPC TN       -   107,660.      234,710.      MT  (+/- 180 meters Scaled)
 FF1752
 FF1752                          SUPERSEDED SURVEY CONTROL
 FF1752
 FF1752  NGVD 29 (??/??/??)   69.90   (m)          229.3    (f) RESET       3  
 FF1752
 FF1752.Superseded values are not recommended for survey control.
 FF1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1752.See file dsdata.txt to determine how the superseded data were derived.
 FF1752
 FF1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV717033(NAD 83)
 FF1752_MARKER: DB = BENCH MARK DISK
 FF1752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF1752_SP_SET: CULVERT
 FF1752_STAMPING: L 261 RESET 1978
 FF1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1752
 FF1752  HISTORY     - Date     Condition        Report By
 FF1752  HISTORY     - 1978     MONUMENTED       NGS
 FF1752  HISTORY     - 19971012 GOOD             TN1620
 FF1752
 FF1752                          STATION DESCRIPTION
 FF1752
 FF1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FF1752'AT FRAYSER.
 FF1752'LOCATED NEAR THE SOUTHWEAST ANGLE OF THE INTERSECTION OF U.S.
 FF1752'HIGHWAY 51 AND WATKINS STREET, SET IN A DRILL HOLD IN THE TOP AND
 FF1752'EAST END OF A CONCRETE HEADWALL UNDER WAKINS STREET, 1 1/2 FEET
 FF1752'WEST OF THE EAST END OF THE HEADWALL, 182 FEET NORTHWEST OF THE
 FF1752'OF THE CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY AND 35
 FF1752'FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LAND OF WATKINS
 FF1752'STREET.
 FF1752
 FF1752                          STATION RECOVERY (1997)
 FF1752
 FF1752'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1997 (KG)
 FF1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1345 ***********************************************************************
 FE1345  DESIGNATION -  L 262
 FE1345  PID         -  FE1345
 FE1345  STATE/COUNTY-  TN/TIPTON
 FE1345  USGS QUAD   -  MUNFORD (1983)
 FE1345
 FE1345                         *CURRENT SURVEY CONTROL
 FE1345  ___________________________________________________________________
 FE1345* NAD 83(1995)-  35 28 11.34494(N)    089 45 11.08509(W)     ADJUSTED  
 FE1345* NAVD 88     -       103.833  (meters)     340.66   (feet)  ADJUSTED  
 FE1345  ___________________________________________________________________
 FE1345  X           -      22,411.551 (meters)                     COMP
 FE1345  Y           -  -5,200,369.172 (meters)                     COMP
 FE1345  Z           -   3,680,485.715 (meters)                     COMP
 FE1345  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE1345  ELLIP HEIGHT-          76.61  (meters)          (05/31/05) GPS OBS
 FE1345  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1345  DYNAMIC HT  -         103.743 (meters)     340.36  (feet)  COMP
 FE1345  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 FE1345
 FE1345  HORZ ORDER  -  FIRST
 FE1345  VERT ORDER  -  FIRST     CLASS I
 FE1345  ELLP ORDER  -  FOURTH    CLASS II
 FE1345
 FE1345.The horizontal coordinates were established by GPS observations
 FE1345.and adjusted by the National Geodetic Survey in May 2005..
 FE1345
 FE1345.The orthometric height was determined by differential leveling
 FE1345.and adjusted by the National Geodetic Survey in June 1991..
 FE1345
 FE1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1345
 FE1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1345
 FE1345.The ellipsoidal height was determined by GPS observations
 FE1345.and is referenced to NAD 83.
 FE1345
 FE1345.The geoid height was determined by GEOID03.
 FE1345
 FE1345.The dynamic height is computed by dividing the NAVD 88
 FE1345.geopotential number by the normal gravity value computed on the
 FE1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1345.degrees latitude (g = 980.6199 gals.).
 FE1345
 FE1345.The modeled gravity was interpolated from observed gravity values.
 FE1345
 FE1345;                    North         East     Units Scale Factor Converg.
 FE1345;SPC TN       -   132,622.853   259,452.296   MT  0.99996849   -2 11 49.9
 FE1345;SPC TN       -   435,113.48    851,219.74   sFT  0.99996849   -2 11 49.9
 FE1345;UTM  16      - 3,928,630.344   250,189.695   MT  1.00036911   -1 35 54.1
 FE1345
 FE1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1345!SPC TN       -   0.99998798  x   0.99996849  =   0.99995647
 FE1345!UTM  16      -   0.99998798  x   1.00036911  =   1.00035708
 FE1345
 FE1345                          SUPERSEDED SURVEY CONTROL
 FE1345
 FE1345  NAVD 88 (05/31/05)  103.83   (m)          340.6    (f) LEVELING    3  
 FE1345  NGVD 29 (??/??/??)  103.808  (m)          340.58   (f) ADJUSTED    1 1
 FE1345
 FE1345.Superseded values are not recommended for survey control.
 FE1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1345.See file dsdata.txt to determine how the superseded data were derived.
 FE1345
 FE1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5019028630(NAD 83)
 FE1345_MARKER: DB = BENCH MARK DISK
 FE1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1345_SP_SET: CULVERT
 FE1345_STAMPING: L 262 1974
 FE1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1345+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 FE1345
 FE1345  HISTORY     - Date     Condition        Report By
 FE1345  HISTORY     - 1974     MONUMENTED       NGS
 FE1345  HISTORY     - 20021003 GOOD             USACE
 FE1345  HISTORY     - 20030707 GOOD             EMCINC
 FE1345
 FE1345                          STATION DESCRIPTION
 FE1345
 FE1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1345'1.7 MI SW FROM BRIGHTON.
 FE1345'ABOUT 1.1 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 51 FROM THE
 FE1345'INTERSECTION WITH KENTWOOD AT BRIGHTON, 0.6 MILE SOUTHWEST OF A
 FE1345'Y JUNCTION OF OLD U.S. HIGHWAY 51 AND NEW 4-LANE BYPASS, 0.1
 FE1345'MILE SOUTHWEST OF A BRICK HOUSE ON A SLIGHT HILL, 219 FEET
 FE1345'SOUTHWEST OF THE CENTER LINE OF AN ASPHALT CROSS OVER BETWEEN
 FE1345'4-LANES, AT A 10 FT BY 6 FT BOX CULVERT UNDER THE NORTHWEST
 FE1345'LANE OF HIGHWAY, 44.3 FEET NORTHWEST OF THE CENTER LINE OF THE
 FE1345'SOUTHEAST LANE, 41.7 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE1345'NORTHWEST LANE, SET IN TOP AND CENTER OF THE SOUTHEAST CONCRETE
 FE1345'HEADWALL OF CULVERT, 3 FEET BELOW NORTHWEST LANE OF HIGHWAY.
 FE1345
 FE1345                          STATION RECOVERY (2002)
 FE1345
 FE1345'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1345'RECOVERED IN GOOD CONDITION.
 FE1345
 FE1345                          STATION RECOVERY (2003)
 FE1345
 FE1345'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE1345'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1697 ***********************************************************************
 FE1697  DESIGNATION -  L 263
 FE1697  PID         -  FE1697
 FE1697  STATE/COUNTY-  TN/LAUDERDALE
 FE1697  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1697
 FE1697                         *CURRENT SURVEY CONTROL
 FE1697  ___________________________________________________________________
 FE1697* NAD 83(1986)-  35 45 25.     (N)    089 31 27.     (W)     SCALED    
 FE1697* NAVD 88     -       105.832  (meters)     347.22   (feet)  ADJUSTED  
 FE1697  ___________________________________________________________________
 FE1697  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FE1697  DYNAMIC HT  -         105.741 (meters)     346.92  (feet)  COMP
 FE1697  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 FE1697
 FE1697  VERT ORDER  -  FIRST     CLASS I
 FE1697
 FE1697.The horizontal coordinates were scaled from a topographic map and have
 FE1697.an estimated accuracy of +/- 6 seconds.
 FE1697
 FE1697.The orthometric height was determined by differential leveling
 FE1697.and adjusted by the National Geodetic Survey in June 1991..
 FE1697
 FE1697.The geoid height was determined by GEOID03.
 FE1697
 FE1697.The dynamic height is computed by dividing the NAVD 88
 FE1697.geopotential number by the normal gravity value computed on the
 FE1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1697.degrees latitude (g = 980.6199 gals.).
 FE1697
 FE1697.The modeled gravity was interpolated from observed gravity values.
 FE1697
 FE1697;                    North         East    Units  Estimated Accuracy
 FE1697;SPC TN       -   163,690.      281,360.      MT  (+/- 180 meters Scaled)
 FE1697
 FE1697                          SUPERSEDED SURVEY CONTROL
 FE1697
 FE1697  NGVD 29 (??/??/??)  105.791  (m)          347.08   (f) ADJUSTED    1 1
 FE1697
 FE1697.Superseded values are not recommended for survey control.
 FE1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1697.See file dsdata.txt to determine how the superseded data were derived.
 FE1697
 FE1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE717599(NAD 83)
 FE1697_MARKER: DB = BENCH MARK DISK
 FE1697_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1697+WITH SETTING: INTO GROUND
 FE1697_STAMPING: L 263 1974
 FE1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1697+STABILITY: SURFACE MOTION
 FE1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1697+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1697
 FE1697  HISTORY     - Date     Condition        Report By
 FE1697  HISTORY     - 1974     MONUMENTED       NGS
 FE1697  HISTORY     - 20020809 GOOD             USACE
 FE1697
 FE1697                          STATION DESCRIPTION
 FE1697
 FE1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1697'0.8 MI NNE FROM RIPLEY.
 FE1697'ABOUT 0.2 MILE NORTH ALONG RANDOLPH STREET FROM THE POST OFFICE
 FE1697'AT RIPLEY, THENCE 0.55 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 51,
 FE1697'0.1 MILE NORTH OF THE CREST OF A HILL, AT JUNCTION WITH CREST
 FE1697'COVE NORTH, ON PROPERTY OF MORRIS WORLDS, 68.7 FEET SOUTHWEST
 FE1697'OF WROUGHT IRON POST OF CAR PORCH OF BRICK HOUSE 333, 34 FEET
 FE1697'NORTHWEST OF A CORNER OF BRICK HOUSE 331, 32 FEET EAST OF THE
 FE1697'CENTER LINE OF THE HIGHWAY, 5.3 FEET EAST-NORTHEAST OF A TELEPHONE
 FE1697'POLE SUPPORTING UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 1.8 FEET
 FE1697'NORTH OF BASE OF HEDGE, 1 FOOT ABOVE HIGHWAY AND ON TOP OF A
 FE1697'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 FE1697'PLATE.  THE DISK IS 1-INCH BELOW GROUND AND PROTECTED BY A 4-INCH
 FE1697'PLASTIC PIPE FLUSH WITH THE GROUND.
 FE1697
 FE1697                          STATION RECOVERY (2002)
 FE1697
 FE1697'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0959 ***********************************************************************
 FE0959  DESIGNATION -  L 264
 FE0959  PID         -  FE0959
 FE0959  STATE/COUNTY-  TN/LAUDERDALE
 FE0959  USGS QUAD   -  FOWLKES (1983)
 FE0959
 FE0959                         *CURRENT SURVEY CONTROL
 FE0959  ___________________________________________________________________
 FE0959* NAD 83(1986)-  35 54 02.     (N)    089 26 34.     (W)     SCALED    
 FE0959* NAVD 88     -       102.714  (meters)     336.99   (feet)  ADJUSTED  
 FE0959  ___________________________________________________________________
 FE0959  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE0959  DYNAMIC HT  -         102.626 (meters)     336.70  (feet)  COMP
 FE0959  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 FE0959
 FE0959  VERT ORDER  -  FIRST     CLASS I
 FE0959
 FE0959.The horizontal coordinates were scaled from a topographic map and have
 FE0959.an estimated accuracy of +/- 6 seconds.
 FE0959
 FE0959.The orthometric height was determined by differential leveling
 FE0959.and adjusted by the National Geodetic Survey in June 1991..
 FE0959
 FE0959.The geoid height was determined by GEOID03.
 FE0959
 FE0959.The dynamic height is computed by dividing the NAVD 88
 FE0959.geopotential number by the normal gravity value computed on the
 FE0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0959.degrees latitude (g = 980.6199 gals.).
 FE0959
 FE0959.The modeled gravity was interpolated from observed gravity values.
 FE0959
 FE0959;                    North         East    Units  Estimated Accuracy
 FE0959;SPC TN       -   179,350.      289,280.      MT  (+/- 180 meters Scaled)
 FE0959
 FE0959                          SUPERSEDED SURVEY CONTROL
 FE0959
 FE0959  NGVD 29 (??/??/??)  102.657  (m)          336.80   (f) ADJUSTED    1 1
 FE0959
 FE0959.Superseded values are not recommended for survey control.
 FE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0959.See file dsdata.txt to determine how the superseded data were derived.
 FE0959
 FE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE795756(NAD 83)
 FE0959_MARKER: DB = BENCH MARK DISK
 FE0959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0959_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0959_STAMPING: L 264 1974
 FE0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0959
 FE0959  HISTORY     - Date     Condition        Report By
 FE0959  HISTORY     - 1974     MONUMENTED       NGS
 FE0959  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0959
 FE0959                          STATION DESCRIPTION
 FE0959
 FE0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0959'3.3 MI W FROM HALLS.
 FE0959'ABOUT 3.30 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0959'BAPTIST CHURCH AT HALLS, ALSO, ABOUT 0.65 MILE EAST OF THE SMALL
 FE0959'COMMUNITY OF DOUBLE BRIDGES, SET IN THE SOUTHEAST SECTION OF A
 FE0959'CLUSTER OF SMALL PINE TREES, INSIDE A TRIANGLE OF THREE OF THE
 FE0959'PINE TREES, 40.7 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FE0959'HIGHWAY, 28.7 FEET NORTHWEST OF THE APPROXIMATE CENTER LINE OF
 FE0959'A LIGHT DIRT ROAD LEADING SOUTH THROUGH A FIELD TO A FARM HOUSE,
 FE0959'ABOUT LEVEL WITH THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER
 FE0959'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 FE0959'DISK IS PROJECTING 2-INCHES AND IS PROTECTED BY A 4-INCH
 FE0959'PLASTIC PIPE THAT IS PROJECTING 3 1/2 INCHES.
 FE0959
 FE0959                          STATION RECOVERY (2002)
 FE0959
 FE0959'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1145 ***********************************************************************
 GD1145  DESIGNATION -  L 265
 GD1145  PID         -  GD1145
 GD1145  STATE/COUNTY-  TN/LAKE
 GD1145  USGS QUAD   -  RIDGELY (1981)
 GD1145
 GD1145                         *CURRENT SURVEY CONTROL
 GD1145  ___________________________________________________________________
 GD1145* NAD 83(1986)-  36 17 53.     (N)    089 28 33.     (W)     SCALED    
 GD1145* NAVD 88     -        87.328  (meters)     286.51   (feet)  ADJUSTED  
 GD1145  ___________________________________________________________________
 GD1145  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1145  DYNAMIC HT  -          87.257 (meters)     286.28  (feet)  COMP
 GD1145  MODELED GRAV-     979,817.8   (mgal)                       NAVD 88
 GD1145
 GD1145  VERT ORDER  -  FIRST     CLASS I
 GD1145
 GD1145.The horizontal coordinates were scaled from a topographic map and have
 GD1145.an estimated accuracy of +/- 6 seconds.
 GD1145
 GD1145.The orthometric height was determined by differential leveling
 GD1145.and adjusted by the National Geodetic Survey in June 1991..
 GD1145
 GD1145.The geoid height was determined by GEOID03.
 GD1145
 GD1145.The dynamic height is computed by dividing the NAVD 88
 GD1145.geopotential number by the normal gravity value computed on the
 GD1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1145.degrees latitude (g = 980.6199 gals.).
 GD1145
 GD1145.The modeled gravity was interpolated from observed gravity values.
 GD1145
 GD1145;                    North         East    Units  Estimated Accuracy
 GD1145;SPC TN       -   223,530.      287,860.      MT  (+/- 180 meters Scaled)
 GD1145
 GD1145                          SUPERSEDED SURVEY CONTROL
 GD1145
 GD1145  NGVD 29 (??/??/??)   87.253  (m)          286.26   (f) ADJUSTED    1 1
 GD1145
 GD1145.Superseded values are not recommended for survey control.
 GD1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1145.See file dsdata.txt to determine how the superseded data were derived.
 GD1145
 GD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF776198(NAD 83)
 GD1145_MARKER: DB = BENCH MARK DISK
 GD1145_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1145+WITH SETTING: INTO GROUND
 GD1145_STAMPING: L 265 1974
 GD1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1145+STABILITY: SURFACE MOTION
 GD1145
 GD1145  HISTORY     - Date     Condition        Report By
 GD1145  HISTORY     - 1974     MONUMENTED       NGS
 GD1145  HISTORY     - 20020802 MARK NOT FOUND   USACE
 GD1145
 GD1145                          STATION DESCRIPTION
 GD1145
 GD1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1145'2.40 MI N FROM RIDGELY.
 GD1145'ABOUT 2.40 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1145'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, ABOUT 0.05 MILE SOUTH
 GD1145'OF A DIRT ROAD LEADING WEST, 79.7 FEET EAST OF THE CENTER LINE OF THE
 GD1145'HIGHWAY, 28.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE,
 GD1145'11.8 FEET NORTH OF A GUY WIRE, 2.8 FEET SOUTH OF A POWER POLE WITH A
 GD1145'GUY WIRE, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 GD1145'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.2 FOOT BELOW LEVEL OF
 GD1145'THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE
 GD1145'GROUND.
 GD1145
 GD1145                          STATION RECOVERY (2002)
 GD1145
 GD1145'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1145'SUSPECTED DESTROYED, AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1556 ***********************************************************************
 GC1556  DESIGNATION -  L 27
 GC1556  PID         -  GC1556
 GC1556  STATE/COUNTY-  TN/HUMPHREYS
 GC1556  USGS QUAD   -  WAVERLY (1987)
 GC1556
 GC1556                         *CURRENT SURVEY CONTROL
 GC1556  ___________________________________________________________________
 GC1556* NAD 83(1986)-  36 05 04.     (N)    087 46 16.     (W)     SCALED    
 GC1556* NAVD 88     -       169.630  (meters)     556.53   (feet)  ADJUSTED  
 GC1556  ___________________________________________________________________
 GC1556  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GC1556  DYNAMIC HT  -         169.483 (meters)     556.05  (feet)  COMP
 GC1556  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 GC1556
 GC1556  VERT ORDER  -  FIRST     CLASS II
 GC1556
 GC1556.The horizontal coordinates were scaled from a topographic map and have
 GC1556.an estimated accuracy of +/- 6 seconds.
 GC1556
 GC1556.The orthometric height was determined by differential leveling
 GC1556.and adjusted by the National Geodetic Survey in June 1991..
 GC1556
 GC1556.The geoid height was determined by GEOID03.
 GC1556
 GC1556.The dynamic height is computed by dividing the NAVD 88
 GC1556.geopotential number by the normal gravity value computed on the
 GC1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1556.degrees latitude (g = 980.6199 gals.).
 GC1556
 GC1556.The modeled gravity was interpolated from observed gravity values.
 GC1556
 GC1556;                    North         East    Units  Estimated Accuracy
 GC1556;SPC TN       -   195,730.      440,500.      MT  (+/- 180 meters Scaled)
 GC1556
 GC1556                          SUPERSEDED SURVEY CONTROL
 GC1556
 GC1556  NGVD 29 (??/??/92)  169.654  (m)          556.61   (f) ADJ UNCH    1 2
 GC1556
 GC1556.Superseded values are not recommended for survey control.
 GC1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1556.See file dsdata.txt to determine how the superseded data were derived.
 GC1556
 GC1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE305935(NAD 83)
 GC1556_MARKER: DB = BENCH MARK DISK
 GC1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1556_SP_SET: SQUARE CONCRETE MONUMENT
 GC1556_STAMPING: 556.761 L 27 1934
 GC1556_MARK LOGO: CGS   
 GC1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1556+STABILITY: SURFACE MOTION
 GC1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1556+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1987
 GC1556
 GC1556  HISTORY     - Date     Condition        Report By
 GC1556  HISTORY     - 1934     MONUMENTED       CGS
 GC1556  HISTORY     - 1948     GOOD             NGS
 GC1556  HISTORY     - 1972     GOOD             TVA
 GC1556  HISTORY     - 19870622 GOOD             LOCENG
 GC1556  HISTORY     - 1988     GOOD             USPSQD
 GC1556
 GC1556                          STATION DESCRIPTION
 GC1556
 GC1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1556'1.2 MI E FROM WAVERLY.
 GC1556'1.2 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1556'RAILWAY FROM THE STATION AT WAVERLY, ABOUT 0.2 MILE EAST OF THE
 GC1556'CITY LIMITS, ABOUT 0.35 MILE WEST OF MILE POST 65, IN THE
 GC1556'SOUTHWEST ANGLE OF A GRAVEL ROAD CROSSING, 25 FEET SOUTH OF THE
 GC1556'SOUTH RAIL OF THE TRACK, 11 FEET WEST OF THE CENTER LINE OF THE
 GC1556'GRAVEL ROAD, 11.5 FEET EAST OF A TELEPHONE POLE, 57 FEET NORTH
 GC1556'OF THE CENTER LINE OF U.S. HIGHWAY 70, 57 FEET EAST-SOUTHEAST
 GC1556'OF THE SOUTHEAST CORNER OF A 15-FOOT RAILROAD CULVERT NO. 65.3,
 GC1556'94 FEET NORTHEAST OF THE NORTHEAST CORNER OF A DOUBLE 12-FOOT
 GC1556'CONCRETE BOX CULVERT UNDER HIGHWAY 70, 2 FEET BELOW THE CROSSING
 GC1556'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK
 GC1556'HAS BEEN HIT AND PUSHED OVER SOUTH ABOUT 1 INCH BUT APPEARS TO BE
 GC1556'IN GOOD CONDITION AND NOT BROKEN.  NOTE-- STEEL POST AND SURVEY
 GC1556'MARKER SIGN SET AT MONUMENT.
 GC1556
 GC1556                          STATION RECOVERY (1972)
 GC1556
 GC1556'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1556'RECOVERED IN GOOD CONDITION.
 GC1556
 GC1556                          STATION RECOVERY (1987)
 GC1556
 GC1556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 GC1556'RECOVERED IN GOOD CONDITION.
 GC1556
 GC1556                          STATION RECOVERY (1988)
 GC1556
 GC1556'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1323 ***********************************************************************
 GC1323  DESIGNATION -  L 28
 GC1323  PID         -  GC1323
 GC1323  STATE/COUNTY-  TN/CHEATHAM
 GC1323  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1323
 GC1323                         *CURRENT SURVEY CONTROL
 GC1323  ___________________________________________________________________
 GC1323* NAD 83(1986)-  36 06 08.     (N)    087 03 17.     (W)     SCALED    
 GC1323* NAVD 88     -       167.277  (meters)     548.81   (feet)  ADJUSTED  
 GC1323  ___________________________________________________________________
 GC1323  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC1323  DYNAMIC HT  -         167.133 (meters)     548.34  (feet)  COMP
 GC1323  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 GC1323
 GC1323  VERT ORDER  -  FIRST     CLASS II
 GC1323
 GC1323.The horizontal coordinates were scaled from a topographic map and have
 GC1323.an estimated accuracy of +/- 6 seconds.
 GC1323
 GC1323.The orthometric height was determined by differential leveling
 GC1323.and adjusted by the National Geodetic Survey in June 1991..
 GC1323
 GC1323.The geoid height was determined by GEOID03.
 GC1323
 GC1323.The dynamic height is computed by dividing the NAVD 88
 GC1323.geopotential number by the normal gravity value computed on the
 GC1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1323.degrees latitude (g = 980.6199 gals.).
 GC1323
 GC1323.The modeled gravity was interpolated from observed gravity values.
 GC1323
 GC1323;                    North         East    Units  Estimated Accuracy
 GC1323;SPC TN       -   196,770.      505,030.      MT  (+/- 180 meters Scaled)
 GC1323
 GC1323                          SUPERSEDED SURVEY CONTROL
 GC1323
 GC1323  NGVD 29 (??/??/92)  167.299  (m)          548.88   (f) ADJ UNCH    1 2
 GC1323
 GC1323.Superseded values are not recommended for survey control.
 GC1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1323.See file dsdata.txt to determine how the superseded data were derived.
 GC1323
 GC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE950952(NAD 83)
 GC1323_MARKER: DB = BENCH MARK DISK
 GC1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1323_STAMPING: L 28 1934 549.133
 GC1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1323+STABILITY: SURFACE MOTION
 GC1323
 GC1323  HISTORY     - Date     Condition        Report By
 GC1323  HISTORY     - 1934     MONUMENTED       CGS
 GC1323  HISTORY     - 1948     GOOD             NGS
 GC1323
 GC1323                          STATION DESCRIPTION
 GC1323
 GC1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1323'0.2 MI W FROM PEGRAM.
 GC1323'0.25 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1323'RAILWAY FROM THE STATION AT PEGRAM, 4 RAILS SOUTHEAST OF MILE
 GC1323'POST 20, 45 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 GC1323'TRACK, 69 FEET NORTHWEST OF POLE NO. 19+40, 37 FEET SOUTHWEST
 GC1323'OF THE CENTER LINE OF U.S. HIGHWAY 70, 80 FEET SOUTH OF THE
 GC1323'CENTER OF THE HIGHWAY AND JUNCTION OF A DRIVE WAY NORTH TO A
 GC1323'SCHOOL BUILDING, 2 FEET NORTHEAST OF THE LINE OF POLES, 1 1/2
 GC1323'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 GC1323'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1234 ***********************************************************************
 FD1234  DESIGNATION -  L 29
 FD1234  PID         -  FD1234
 FD1234  STATE/COUNTY-  TN/LEWIS
 FD1234  USGS QUAD   -  HOHENWALD (1991)
 FD1234
 FD1234                         *CURRENT SURVEY CONTROL
 FD1234  ___________________________________________________________________
 FD1234* NAD 83(1986)-  35 35 24.     (N)    087 32 42.     (W)     SCALED    
 FD1234* NAVD 88     -       281.960  (meters)     925.06   (feet)  ADJUSTED  
 FD1234  ___________________________________________________________________
 FD1234  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD1234  DYNAMIC HT  -         281.703 (meters)     924.22  (feet)  COMP
 FD1234  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 FD1234
 FD1234  VERT ORDER  -  SECOND    CLASS 0
 FD1234
 FD1234.The horizontal coordinates were scaled from a topographic map and have
 FD1234.an estimated accuracy of +/- 6 seconds.
 FD1234
 FD1234.The orthometric height was determined by differential leveling
 FD1234.and adjusted by the National Geodetic Survey in June 1991..
 FD1234
 FD1234.The geoid height was determined by GEOID03.
 FD1234
 FD1234.The dynamic height is computed by dividing the NAVD 88
 FD1234.geopotential number by the normal gravity value computed on the
 FD1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1234.degrees latitude (g = 980.6199 gals.).
 FD1234
 FD1234.The modeled gravity was interpolated from observed gravity values.
 FD1234
 FD1234;                    North         East    Units  Estimated Accuracy
 FD1234;SPC TN       -   140,530.      459,990.      MT  (+/- 180 meters Scaled)
 FD1234
 FD1234                          SUPERSEDED SURVEY CONTROL
 FD1234
 FD1234  NGVD 29 (??/??/92)  281.940  (m)          925.00   (f) ADJ UNCH    2 0
 FD1234
 FD1234.Superseded values are not recommended for survey control.
 FD1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1234.See file dsdata.txt to determine how the superseded data were derived.
 FD1234
 FD1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE506386(NAD 83)
 FD1234_MARKER: DB = BENCH MARK DISK
 FD1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1234_STAMPING: L 29 1934
 FD1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1234+STABILITY: SURFACE MOTION
 FD1234
 FD1234  HISTORY     - Date     Condition        Report By
 FD1234  HISTORY     - 1934     MONUMENTED       CGS
 FD1234  HISTORY     - 1953     GOOD             NGS
 FD1234
 FD1234                          STATION DESCRIPTION
 FD1234
 FD1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1234'2.3 MI S FROM KIMMINS.
 FD1234'2.3 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD1234'RAILWAY FROM KIMMINS, LEWIS COUNTY, 6 FEET NORTH OF MILEPOST
 FD1234'48, 45 YARDS SOUTH OF A ROAD CROSSING, AND 18 FEET WEST OF THE
 FD1234'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 29 1934 AND
 FD1234'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2400 ***********************************************************************
 FB2400  DESIGNATION -  L 292
 FB2400  PID         -  FB2400
 FB2400  STATE/COUNTY-  TN/BLOUNT
 FB2400  USGS QUAD   -  MARYVILLE (1979)
 FB2400
 FB2400                         *CURRENT SURVEY CONTROL
 FB2400  ___________________________________________________________________
 FB2400* NAD 83(1986)-  35 50 58.     (N)    083 56 32.     (W)     SCALED    
 FB2400* NAVD 88     -       255.947  (meters)     839.72   (feet)  ADJUSTED  
 FB2400  ___________________________________________________________________
 FB2400  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FB2400  DYNAMIC HT  -         255.708 (meters)     838.94  (feet)  COMP
 FB2400  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FB2400
 FB2400  VERT ORDER  -  FIRST     CLASS II
 FB2400
 FB2400.The horizontal coordinates were scaled from a topographic map and have
 FB2400.an estimated accuracy of +/- 6 seconds.
 FB2400
 FB2400.The orthometric height was determined by differential leveling
 FB2400.and adjusted by the National Geodetic Survey in June 1991..
 FB2400
 FB2400.The geoid height was determined by GEOID03.
 FB2400
 FB2400.The dynamic height is computed by dividing the NAVD 88
 FB2400.geopotential number by the normal gravity value computed on the
 FB2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2400.degrees latitude (g = 980.6199 gals.).
 FB2400
 FB2400.The modeled gravity was interpolated from observed gravity values.
 FB2400
 FB2400;                    North         East    Units  Estimated Accuracy
 FB2400;SPC TN       -   170,170.      785,870.      MT  (+/- 180 meters Scaled)
 FB2400
 FB2400                          SUPERSEDED SURVEY CONTROL
 FB2400
 FB2400  NGVD 29 (12/12/91)  256.078  (m)          840.15   (f) ADJUSTED    1 2
 FB2400
 FB2400.Superseded values are not recommended for survey control.
 FB2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2400.See file dsdata.txt to determine how the superseded data were derived.
 FB2400
 FB2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV342712(NAD 83)
 FB2400_MARKER: I = METAL ROD
 FB2400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2400_SP_SET: STAINLESS STEEL ROD
 FB2400_STAMPING: L 292 1983
 FB2400_MARK LOGO: NGS   
 FB2400_PROJECTION: FLUSH
 FB2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2400_ROD/PIPE-DEPTH: 7.6  meters
 FB2400
 FB2400  HISTORY     - Date     Condition        Report By
 FB2400  HISTORY     - 1983     MONUMENTED       NGS
 FB2400
 FB2400                          STATION DESCRIPTION
 FB2400
 FB2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2400'13.0 KM (8.1 MI) SW FROM SOUTH KNOXVILLE.
 FB2400'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE SOUTHEAST
 FB2400'END OF THE HENLEY STREET BRIDGE OVER THE TENNESSEE RIVER IN SOUTH
 FB2400'KNOXVILLE, THENCE 11.4 KM (7.1 MI) SOUTHWEST ALONG STATE HIGHWAY 33
 FB2400'(MARYVILLE PIKE) TO THE MARK ON THE RIGHT, ALSO 10.85 KM (6.75 MI)
 FB2400'NORTH-NORTHEAST ALONG STATE HIGHWAY 33 FROM THE INTERSECTION OF
 FB2400'WASHINGTON STREET IN MARYVILLE, ON THE SOUTH SIDE OF TELEPHONE POLE
 FB2400'343, 7.62 METERS (25.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FB2400'18.44 METERS (60.5 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE ENTRANCE
 FB2400'DRIVEWAY LEADING WEST TO AN APARTMENT COMPLEX, 0.45 METER (1.5 FT)
 FB2400'SOUTH OF TELEPHONE POLE 343.
 FB2400'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 FB2400'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1627 ***********************************************************************
 FC1627  DESIGNATION -  L 293
 FC1627  PID         -  FC1627
 FC1627  STATE/COUNTY-  TN/MARION
 FC1627  USGS QUAD   -  SEQUATCHIE (1982)
 FC1627
 FC1627                         *CURRENT SURVEY CONTROL
 FC1627  ___________________________________________________________________
 FC1627* NAD 83(1986)-  35 00 56.     (N)    085 31 59.     (W)     SCALED    
 FC1627* NAVD 88     -       194.960  (meters)     639.63   (feet)  ADJUSTED  
 FC1627  ___________________________________________________________________
 FC1627  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1627  DYNAMIC HT  -         194.770 (meters)     639.01  (feet)  COMP
 FC1627  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 FC1627
 FC1627  VERT ORDER  -  FIRST     CLASS II
 FC1627
 FC1627.The horizontal coordinates were scaled from a topographic map and have
 FC1627.an estimated accuracy of +/- 6 seconds.
 FC1627
 FC1627.The orthometric height was determined by differential leveling
 FC1627.and adjusted by the National Geodetic Survey in June 1991..
 FC1627
 FC1627.The geoid height was determined by GEOID03.
 FC1627
 FC1627.The dynamic height is computed by dividing the NAVD 88
 FC1627.geopotential number by the normal gravity value computed on the
 FC1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1627.degrees latitude (g = 980.6199 gals.).
 FC1627
 FC1627.The modeled gravity was interpolated from observed gravity values.
 FC1627
 FC1627;                    North         East    Units  Estimated Accuracy
 FC1627;SPC TN       -    75,800.      642,620.      MT  (+/- 180 meters Scaled)
 FC1627
 FC1627                          SUPERSEDED SURVEY CONTROL
 FC1627
 FC1627.No superseded survey control is available for this station.
 FC1627
 FC1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD338757(NAD 83)
 FC1627_MARKER: I = METAL ROD
 FC1627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1627_SP_SET: STAINLESS STEEL ROD
 FC1627_STAMPING: L 293 1983
 FC1627_MARK LOGO: NGS   
 FC1627_PROJECTION: RECESSED 5 CENTIMETERS
 FC1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1627_ROD/PIPE-DEPTH: 8.8  meters
 FC1627
 FC1627  HISTORY     - Date     Condition        Report By
 FC1627  HISTORY     - 1983     MONUMENTED       NGS
 FC1627
 FC1627                          STATION DESCRIPTION
 FC1627
 FC1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1627'1.8 KM (1.1 MI) SOUTH FROM HALETOWN.
 FC1627'0.4 KM (0.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 41, 64, AND 72 FROM THE
 FC1627'POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM (0.45 MI)
 FC1627'SOUTHERLY ALONG STATE HIGHWAY 156 AND 134, THENCE 0.6 KM (0.4 MI)
 FC1627'SOUTHERLY ALONG STATE HIGHWAY 134, 24.07 METERS (79.0 FT)
 FC1627'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY (SLOPE DISTANCE),
 FC1627'73.0 METERS (239.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF A PAVED ROAD
 FC1627'LEADING EAST, 34.72 METERS (113.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 FC1627'CORNER OF A LARGE HOUSE (SLOPE DISTANCE), 20.97 METERS (68.8 FT)
 FC1627'SOUTHEAST OF THE SOUTHEAST EDGE OF THE HEADWALL OF A SMALL CULVERT
 FC1627'UNDER THE HIGHWAY, AND 0.82 METERS (2.7 FT) EAST-NORTHEAST OF A
 FC1627'POWERLINE POLE WITH TWO GUY CABLES.  NOTE, THE ROD WAS DRIVEN TO
 FC1627'REFUSAL.
 FC1627'THE MARK IS 1.3 METERS  NNE FROM A WITNESS POST.
 FC1627'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1650 ***********************************************************************
 FC1650  DESIGNATION -  L 294
 FC1650  PID         -  FC1650
 FC1650  STATE/COUNTY-  TN/BRADLEY
 FC1650  USGS QUAD   -  MC DONALD (1976)
 FC1650
 FC1650                         *CURRENT SURVEY CONTROL
 FC1650  ___________________________________________________________________
 FC1650* NAD 83(1986)-  35 07 29.     (N)    084 56 49.     (W)     SCALED    
 FC1650* NAVD 88     -       241.700  (meters)     792.98   (feet)  ADJUSTED  
 FC1650  ___________________________________________________________________
 FC1650  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC1650  DYNAMIC HT  -         241.459 (meters)     792.19  (feet)  COMP
 FC1650  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 FC1650
 FC1650  VERT ORDER  -  FIRST     CLASS II
 FC1650
 FC1650.The horizontal coordinates were scaled from a topographic map and have
 FC1650.an estimated accuracy of +/- 6 seconds.
 FC1650
 FC1650.The orthometric height was determined by differential leveling
 FC1650.and adjusted by the National Geodetic Survey in June 1991..
 FC1650
 FC1650.The geoid height was determined by GEOID03.
 FC1650
 FC1650.The dynamic height is computed by dividing the NAVD 88
 FC1650.geopotential number by the normal gravity value computed on the
 FC1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1650.degrees latitude (g = 980.6199 gals.).
 FC1650
 FC1650.The modeled gravity was interpolated from observed gravity values.
 FC1650
 FC1650;                    North         East    Units  Estimated Accuracy
 FC1650;SPC TN       -    88,320.      695,990.      MT  (+/- 180 meters Scaled)
 FC1650
 FC1650                          SUPERSEDED SURVEY CONTROL
 FC1650
 FC1650.No superseded survey control is available for this station.
 FC1650
 FC1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD870888(NAD 83)
 FC1650_MARKER: I = METAL ROD
 FC1650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1650_SP_SET: STAINLESS STEEL ROD
 FC1650_STAMPING: L 294 1983
 FC1650_MARK LOGO: NGS   
 FC1650_PROJECTION: RECESSED 5 CENTIMETERS
 FC1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1650_ROD/PIPE-DEPTH: 4.0  meters
 FC1650
 FC1650  HISTORY     - Date     Condition        Report By
 FC1650  HISTORY     - 1983     MONUMENTED       NGS
 FC1650
 FC1650                          STATION DESCRIPTION
 FC1650
 FC1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1650'3.9 KM (2.4 MI) NE FROM MCDONALD.
 FC1650'3.9 KM (2.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1650'HIGHWAY) FROM THE POST OFFICE IN MCDONALD, SET IN THE SOUTHWEST ANGLE
 FC1650'OF THE JUNCTION OF THE HIGHWAY AND GLENDA DRIVE AND A PAVED ROAD
 FC1650'ENTRANCE TO BENDABOUT FARM, 11.21 METERS (36.8 FT) SOUTH-SOUTHEAST OF
 FC1650'THE CENTERLINE OF THE HIGHWAY, 25.0 METERS (82.0 FT) SOUTHWEST OF A
 FC1650'POWERLINE POLE WITH TRANSFORMER, 20.72 METERS (68.0 FT) SOUTHWEST OF
 FC1650'THE PAVED ROAD ENTRANCE TO THE FARM, 2.90 METERS (9.5 FT)
 FC1650'EAST-NORTHEAST OF A 12-INCH DIAMETER PINE TREE, AND 0.46 METERS
 FC1650'(1.5 FT) NORTHWEST OF A WIRE FENCE.  NOTE, THE ROD WAS DRIVEN TO
 FC1650'REFUSAL.
 FC1650'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FC1650'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1599 ***********************************************************************
 FC1599  DESIGNATION -  L 295
 FC1599  PID         -  FC1599
 FC1599  STATE/COUNTY-  TN/BLOUNT
 FC1599  USGS QUAD   -  TALLASSEE (1985)
 FC1599
 FC1599                         *CURRENT SURVEY CONTROL
 FC1599  ___________________________________________________________________
 FC1599* NAD 83(1986)-  35 32 50.     (N)    084 02 52.     (W)     SCALED    
 FC1599* NAVD 88     -       272.141  (meters)     892.85   (feet)  ADJUSTED  
 FC1599  ___________________________________________________________________
 FC1599  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC1599  DYNAMIC HT  -         271.880 (meters)     891.99  (feet)  COMP
 FC1599  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 FC1599
 FC1599  VERT ORDER  -  FIRST     CLASS II
 FC1599
 FC1599.The horizontal coordinates were scaled from a topographic map and have
 FC1599.an estimated accuracy of +/- 6 seconds.
 FC1599
 FC1599.The orthometric height was determined by differential leveling
 FC1599.and adjusted by the National Geodetic Survey in June 1991..
 FC1599
 FC1599.The geoid height was determined by GEOID03.
 FC1599
 FC1599.The dynamic height is computed by dividing the NAVD 88
 FC1599.geopotential number by the normal gravity value computed on the
 FC1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1599.degrees latitude (g = 980.6199 gals.).
 FC1599
 FC1599.The modeled gravity was interpolated from observed gravity values.
 FC1599
 FC1599;                    North         East    Units  Estimated Accuracy
 FC1599;SPC TN       -   136,450.      777,000.      MT  (+/- 180 meters Scaled)
 FC1599
 FC1599                          SUPERSEDED SURVEY CONTROL
 FC1599
 FC1599  NGVD 29 (12/12/91)  272.254  (m)          893.22   (f) ADJUSTED    1 2
 FC1599
 FC1599.Superseded values are not recommended for survey control.
 FC1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1599.See file dsdata.txt to determine how the superseded data were derived.
 FC1599
 FC1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE676377(NAD 83)
 FC1599_MARKER: DB = BENCH MARK DISK
 FC1599_SETTING: 66 = SET IN ROCK OUTCROP
 FC1599_SP_SET: ROCK OUTCROP
 FC1599_STAMPING: L 295 1983
 FC1599_MARK LOGO: NGS   
 FC1599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1599+STABILITY: POSITION/ELEVATION WELL
 FC1599
 FC1599  HISTORY     - Date     Condition        Report By
 FC1599  HISTORY     - 1983     MONUMENTED       NGS
 FC1599
 FC1599                          STATION DESCRIPTION
 FC1599
 FC1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1599'1.8 KM (1.1 MI) EAST FROM TALLASSEE.
 FC1599'1.8 KM (1.1 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FC1599'TALLASSEE TO THE MARK ON THE LEFT, 0.2 KM (0.1 MI) EAST ALONG THE
 FC1599'HIGHWAY FROM THE NORTH END OF THE CHILHOWEE DAM, 8.59 METERS (28.2 FT)
 FC1599'NORTH OF THE CENTERLINE OF THE HIGHWAY, 25.30 METERS (83.0 FT) WEST OF
 FC1599'UTILITY POLE 118 WITH 2 GUY WIRES ANCHORED IN BEDROCK, 9.75 METERS
 FC1599'(32.0 FT) WEST OF A CORRUGATED PIPE CULVERT UNDER THE HIGHWAY.
 FC1599'THE MARK IS 0.32 METERS  SE FROM A WITNESS POST.
 FC1599'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2123 ***********************************************************************
 FE2123  DESIGNATION -  L 297
 FE2123  PID         -  FE2123
 FE2123  STATE/COUNTY-  TN/MCNAIRY
 FE2123  USGS QUAD   -  CHEWALLA (1983)
 FE2123
 FE2123                         *CURRENT SURVEY CONTROL
 FE2123  ___________________________________________________________________
 FE2123* NAD 83(1986)-  35 03 54.     (N)    088 38 35.     (W)     SCALED    
 FE2123* NAVD 88     -       124.155  (meters)     407.33   (feet)  ADJUSTED  
 FE2123  ___________________________________________________________________
 FE2123  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE2123  DYNAMIC HT  -         124.037 (meters)     406.94  (feet)  COMP
 FE2123  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 FE2123
 FE2123  VERT ORDER  -  FIRST     CLASS II
 FE2123
 FE2123.The horizontal coordinates were scaled from a topographic map and have
 FE2123.an estimated accuracy of +/- 6 seconds.
 FE2123
 FE2123.The orthometric height was determined by differential leveling
 FE2123.and adjusted by the National Geodetic Survey in June 1991..
 FE2123
 FE2123.The geoid height was determined by GEOID03.
 FE2123
 FE2123.The dynamic height is computed by dividing the NAVD 88
 FE2123.geopotential number by the normal gravity value computed on the
 FE2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2123.degrees latitude (g = 980.6199 gals.).
 FE2123
 FE2123.The modeled gravity was interpolated from observed gravity values.
 FE2123
 FE2123;                    North         East    Units  Estimated Accuracy
 FE2123;SPC TN       -    84,440.      358,930.      MT  (+/- 180 meters Scaled)
 FE2123
 FE2123                          SUPERSEDED SURVEY CONTROL
 FE2123
 FE2123.No superseded survey control is available for this station.
 FE2123
 FE2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD501814(NAD 83)
 FE2123_MARKER: I = METAL ROD
 FE2123_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2123_SP_SET: STAINLESS STEEL ROD
 FE2123_STAMPING: L 297 1983
 FE2123_MARK LOGO: NGS   
 FE2123_PROJECTION: FLUSH
 FE2123_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2123+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2123_ROD/PIPE-DEPTH: 11   meters
 FE2123
 FE2123  HISTORY     - Date     Condition        Report By
 FE2123  HISTORY     - 1983     MONUMENTED       NGS
 FE2123  HISTORY     - 19970430 GOOD             USE
 FE2123  HISTORY     - 20020918 GOOD             USACE
 FE2123
 FE2123                          STATION DESCRIPTION
 FE2123
 FE2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2123'2.0 KM (1.25 MI) WEST FROM RAMER.
 FE2123'2.0 KM (1.25 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2123'RAMER, TO THE MARK ON THE LEFT, 8.53 METERS (28.0 FT) SOUTH OF THE
 FE2123'CENTERLINE OF THE HIGHWAY, 47.82 METERS (156.9 FT) NORTHEAST OF THE
 FE2123'NORTHEAST CORNER OF A WOODEN HOUSE, 7.34 METERS (24.1 FT) WEST OF A 2
 FE2123'FOOT DIAMETER CONCRETE CULVERT, 0.64 METER (2.1 FT) SOUTH OF
 FE2123'POWERLINE POLE NUMBER 130 WITH A GUY WIRE, AND 1.49 METERS (4.9 FT)
 FE2123'NORTH OF THE GUY WIRE ANCHOR.
 FE2123'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2123'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2123
 FE2123                          STATION RECOVERY (1997)
 FE2123
 FE2123'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2123'NEW DESCRIPTION- 1.25 M (4.10 FT) WEST ALONG HIGHWAY 57 FROM THE POST
 FE2123'OFFICE IN RAMER TO THE MARK ON THE LEFT, 28.0 FT (8.5 M) SOUTH OF
 FE2123'CENTERLINE HIGHWAY 57, 38.0 FT (11.6 M) WEST CENTERLINE DRIVEWAY TO
 FE2123'OTIS INDUSTRY, 8.2 FT (2.5 M) ESE OF POWERPOLE 130 WITH TRANSFORMER,
 FE2123'9.0 FT (2.7 M) ENE OF NORTH LEG OF WELCOME TO RAMER SIGN.
 FE2123
 FE2123                          STATION RECOVERY (2002)
 FE2123
 FE2123'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2149 ***********************************************************************
 FE2149  DESIGNATION -  L 298
 FE2149  PID         -  FE2149
 FE2149  STATE/COUNTY-  TN/HARDEMAN
 FE2149  USGS QUAD   -  SAULSBURY (1981)
 FE2149
 FE2149                         *CURRENT SURVEY CONTROL
 FE2149  ___________________________________________________________________
 FE2149* NAD 83(1995)-  35 03 03.73516(N)    089 02 52.45118(W)     ADJUSTED  
 FE2149* NAVD 88     -       171.354  (meters)     562.18   (feet)  ADJUSTED  
 FE2149  ___________________________________________________________________
 FE2149  X           -      86,859.137 (meters)                     COMP
 FE2149  Y           -  -5,226,572.972 (meters)                     COMP
 FE2149  Z           -   3,642,586.113 (meters)                     COMP
 FE2149  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 FE2149  ELLIP HEIGHT-         143.62  (meters)          (02/20/01) GPS OBS
 FE2149  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE2149  DYNAMIC HT  -         171.191 (meters)     561.65  (feet)  COMP
 FE2149  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FE2149
 FE2149  HORZ ORDER  -  FIRST
 FE2149  VERT ORDER  -  FIRST     CLASS II
 FE2149  ELLP ORDER  -  SECOND    CLASS I
 FE2149
 FE2149.The horizontal coordinates were established by GPS observations
 FE2149.and adjusted by the National Geodetic Survey in February 2001..
 FE2149
 FE2149.The orthometric height was determined by differential leveling
 FE2149.and adjusted by the National Geodetic Survey in June 1991..
 FE2149
 FE2149.Photographs are available for this station.
 FE2149
 FE2149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2149
 FE2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2149
 FE2149.The ellipsoidal height was determined by GPS observations
 FE2149.and is referenced to NAD 83.
 FE2149
 FE2149.The geoid height was determined by GEOID03.
 FE2149
 FE2149.The dynamic height is computed by dividing the NAVD 88
 FE2149.geopotential number by the normal gravity value computed on the
 FE2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2149.degrees latitude (g = 980.6199 gals.).
 FE2149
 FE2149.The modeled gravity was interpolated from observed gravity values.
 FE2149
 FE2149;                    North         East     Units Scale Factor Converg.
 FE2149;SPC TN       -    83,960.268   321,968.906   MT  1.00004107   -1 47 03.7
 FE2149;SPC TN       -   275,459.65  1,056,326.32   sFT  1.00004107   -1 47 03.7
 FE2149;UTM  16      - 3,880,620.395   313,227.912   MT  1.00002994   -1 10 35.3
 FE2149
 FE2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2149!SPC TN       -   0.99997746  x   1.00004107  =   1.00001853
 FE2149!UTM  16      -   0.99997746  x   1.00002994  =   1.00000740
 FE2149
 FE2149                          SUPERSEDED SURVEY CONTROL
 FE2149
 FE2149  NAVD 88 (02/20/01)  171.35   (m)          562.2    (f) LEVELING    3  
 FE2149
 FE2149.Superseded values are not recommended for survey control.
 FE2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2149.See file dsdata.txt to determine how the superseded data were derived.
 FE2149
 FE2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1322880620(NAD 83)
 FE2149_MARKER: I = METAL ROD
 FE2149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2149_SP_SET: STAINLESS STEEL ROD
 FE2149_STAMPING: L 298 1983
 FE2149_MARK LOGO: NGS   
 FE2149_PROJECTION: FLUSH
 FE2149_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2149+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE2149_ROD/PIPE-DEPTH: 9.75 meters
 FE2149
 FE2149  HISTORY     - Date     Condition        Report By
 FE2149  HISTORY     - 1983     MONUMENTED       NGS
 FE2149  HISTORY     - 1999     GOOD             LOWE
 FE2149  HISTORY     - 20020923 GOOD             USACE
 FE2149  HISTORY     - 20040712 GOOD             USPSQD
 FE2149
 FE2149                          STATION DESCRIPTION
 FE2149
 FE2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2149'4.3 KM (2.65 MI) EAST FROM SAULSBURY.
 FE2149'4.3 KM (2.65 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2149'SAULSBURY, TO THE MARK ON THE RIGHT, AT A DRIVEWAY TO TWO HOUSES,
 FE2149'15.09 METERS (49.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2149'43.4 METERS (142.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF A ONE
 FE2149'LEVEL BRICK HOUSE, 10.36 METERS (34.0 FT) WEST OF TELEPHONE JUNCTION
 FE2149'BOX NUMBER 121, 4.42 METERS (14.5 FT) WEST OF THE APPROXIMATE CENTER
 FE2149'OF THE DRIVE LEADING TO THE TWO BRICK HOUSES, AND 0.36 METER (1.2 FT)
 FE2149'NORTH OF A FENCE.
 FE2149'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2149'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2149
 FE2149                          STATION RECOVERY (1999)
 FE2149
 FE2149'RECOVERY NOTE BY LOWE ENGINEERS 1999
 FE2149'RECOVERED 1999
 FE2149'RECOVERED IN GOOD CONDITION.
 FE2149' 
 FE2149' 
 FE2149'
 FE2149
 FE2149                          STATION RECOVERY (2002)
 FE2149
 FE2149'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2149'RECOVERED IN GOOD CONDITION.
 FE2149
 FE2149                          STATION RECOVERY (2004)
 FE2149
 FE2149'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2175 ***********************************************************************
 FE2175  DESIGNATION -  L 299
 FE2175  PID         -  FE2175
 FE2175  STATE/COUNTY-  TN/FAYETTE
 FE2175  USGS QUAD   -  ROSSVILLE (1981)
 FE2175
 FE2175                         *CURRENT SURVEY CONTROL
 FE2175  ___________________________________________________________________
 FE2175* NAD 83(1986)-  35 02 29.     (N)    089 32 36.     (W)     SCALED    
 FE2175* NAVD 88     -        98.753  (meters)     323.99   (feet)  ADJUSTED  
 FE2175  ___________________________________________________________________
 FE2175  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2175  DYNAMIC HT  -          98.661 (meters)     323.69  (feet)  COMP
 FE2175  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 FE2175
 FE2175  VERT ORDER  -  FIRST     CLASS II
 FE2175
 FE2175.The horizontal coordinates were scaled from a topographic map and have
 FE2175.an estimated accuracy of +/- 6 seconds.
 FE2175
 FE2175.The orthometric height was determined by differential leveling
 FE2175.and adjusted by the National Geodetic Survey in June 1991..
 FE2175
 FE2175.The geoid height was determined by GEOID03.
 FE2175
 FE2175.The dynamic height is computed by dividing the NAVD 88
 FE2175.geopotential number by the normal gravity value computed on the
 FE2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2175.degrees latitude (g = 980.6199 gals.).
 FE2175
 FE2175.The modeled gravity was interpolated from observed gravity values.
 FE2175
 FE2175;                    North         East    Units  Estimated Accuracy
 FE2175;SPC TN       -    84,410.      276,760.      MT  (+/- 180 meters Scaled)
 FE2175
 FE2175                          SUPERSEDED SURVEY CONTROL
 FE2175
 FE2175.No superseded survey control is available for this station.
 FE2175
 FE2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD680805(NAD 83)
 FE2175_MARKER: I = METAL ROD
 FE2175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2175_SP_SET: STAINLESS STEEL ROD
 FE2175_STAMPING: L 299 1983
 FE2175_MARK LOGO: NGS   
 FE2175_PROJECTION: RECESSED 5 CENTIMETERS
 FE2175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2175+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FE2175_ROD/PIPE-DEPTH: 12.2 meters
 FE2175
 FE2175  HISTORY     - Date     Condition        Report By
 FE2175  HISTORY     - 1983     MONUMENTED       NGS
 FE2175  HISTORY     - 20020410 GOOD             USACE
 FE2175
 FE2175                          STATION DESCRIPTION
 FE2175
 FE2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2175'0.6 KM (0.35 MI) SOUTH FROM ROSSVILLE.
 FE2175'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2175'ROSSVILLE, ON THE SOUTH SIDE OF STATE HIGHWAY 57, 17.34 METERS
 FE2175'(56.9 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 57, 14.72 METERS
 FE2175'(48.3 FT) EAST OF THE NORTHEAST CORNER OF A CINDER BLOCK BUILDING
 FE2175'(COMMUNITY QUIK STOP), 7.68 METERS (25.2 FT) SOUTH OF A POWERLINE
 FE2175'POLE, 6.80 METERS (22.3 FT) WEST OF THE NORTHWEST CORNER OF A WOODEN
 FE2175'GARAGE, AND 1.04 METERS (3.4 FT) NORTH OF A WOODEN FENCE.
 FE2175'THE MARK IS 1.07 METERS  NE FROM A WITNESS POST.
 FE2175'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2175
 FE2175                          STATION RECOVERY (2002)
 FE2175
 FE2175'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5283 ***********************************************************************
 DG5283  DESIGNATION -  L 299X
 DG5283  PID         -  DG5283
 DG5283  STATE/COUNTY-  TN/FAYETTE
 DG5283  USGS QUAD   -  ROSSVILLE (1981)
 DG5283
 DG5283                         *CURRENT SURVEY CONTROL
 DG5283  ___________________________________________________________________
 DG5283* NAD 83(1995)-  35 02 31.53150(N)    089 32 37.73225(W)     ADJUSTED  
 DG5283* NAVD 88     -        98.57   (meters)     323.4    (feet)  LEVELING  
 DG5283  ___________________________________________________________________
 DG5283  X           -      41,623.024 (meters)                     COMP
 DG5283  Y           -  -5,227,639.356 (meters)                     COMP
 DG5283  Z           -   3,641,731.875 (meters)                     COMP
 DG5283  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DG5283  ELLIP HEIGHT-          70.93  (meters)          (04/05/04) GPS OBS
 DG5283  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DG5283
 DG5283  HORZ ORDER  -  B
 DG5283  VERT ORDER  -  THIRD ?
 DG5283  ELLP ORDER  -  FOURTH    CLASS I
 DG5283
 DG5283.The horizontal coordinates were established by GPS observations
 DG5283.and adjusted by the National Geodetic Survey in April 2004..
 DG5283
 DG5283.The orthometric height was determined by differential leveling.
 DG5283.The vertical network tie was performed by a horz. field party for horz.
 DG5283.obs reductions. Reset procedures were used to establish the elevation.
 DG5283
 DG5283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5283
 DG5283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5283
 DG5283.The ellipsoidal height was determined by GPS observations
 DG5283.and is referenced to NAD 83.
 DG5283
 DG5283.The geoid height was determined by GEOID03.
 DG5283
 DG5283;                    North         East     Units Scale Factor Converg.
 DG5283;SPC TN       -    84,491.849   276,714.104   MT  1.00004319   -2 04 28.9
 DG5283;SPC TN       -   277,203.67    907,852.86   sFT  1.00004319   -2 04 28.9
 DG5283;UTM  16      - 3,880,669.630   267,965.467   MT  1.00026360   -1 27 40.5
 DG5283
 DG5283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5283!SPC TN       -   0.99998887  x   1.00004319  =   1.00003206
 DG5283!UTM  16      -   0.99998887  x   1.00026360  =   1.00025246
 DG5283
 DG5283                          SUPERSEDED SURVEY CONTROL
 DG5283
 DG5283.No superseded survey control is available for this station.
 DG5283
 DG5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6796580670(NAD 83)
 DG5283_MARKER: F = FLANGE-ENCASED ROD
 DG5283_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5283+WITH SETTING: INFORMATION.
 DG5283_STAMPING: L 299X 2002
 DG5283_MARK LOGO: USACE 
 DG5283_PROJECTION: RECESSED 8 CENTIMETERS
 DG5283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5283+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 DG5283_ROD/PIPE-DEPTH:  2.1 meters
 DG5283
 DG5283  HISTORY     - Date     Condition        Report By
 DG5283  HISTORY     - 20020616 MONUMENTED       EMCINC
 DG5283  HISTORY     - 20060222 GOOD             TVA
 DG5283  HISTORY     - 20060506 GOOD             GEOCAC
 DG5283
 DG5283                          STATION DESCRIPTION
 DG5283
 DG5283'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5283'THE MARK IS LOCATED IN ROSSVILLE, TENNESSEE AT THE INTERSECTION OF
 DG5283'STATE ROAD 57 AND STATE ROAD 194.TO REACH THE MARK FROM THE POST
 DG5283'OFFICE IN ROSSVILLE, TENNESSEE ON MAIN STREET (STATE ROAD 194) GO
 DG5283'SOUTH ON MAIN STREET (STATE ROAD 194), 0.32 KILOMETERS (0.2 MILES) TO
 DG5283'THE MARK ON THE RIGHT, ON THE WEST SHOULDER OF MAIN STREET (STATE ROAD
 DG5283'194).THE MARK IS 6.5 METERS (21.3 FEET) WEST OF THE CENTER OF STATE
 DG5283'ROAD 194, 32.8 METERS (107.6 FEET) NORTH OF THE CENTER OF STATE ROAD
 DG5283'57 AND 60.0 METERS (196.9 FEET) NORTHWEST OF BENCHMARK L 299.THE MARK
 DG5283'IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM CAP SET ON AN
 DG5283'ALUMINUM ROD, RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND.
 DG5283' 
 DG5283'
 DG5283
 DG5283                          STATION RECOVERY (2006)
 DG5283
 DG5283'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2006 (CDM)
 DG5283'RECOVERED IN GOOD CONDITION.
 DG5283
 DG5283                          STATION RECOVERY (2006)
 DG5283
 DG5283'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 DG5283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0119 ***********************************************************************
 FE0119  DESIGNATION -  L 30
 FE0119  PID         -  FE0119
 FE0119  STATE/COUNTY-  TN/PERRY
 FE0119  USGS QUAD   -  PERRYVILLE (1986)
 FE0119
 FE0119                         *CURRENT SURVEY CONTROL
 FE0119  ___________________________________________________________________
 FE0119* NAD 83(1986)-  35 37 01.     (N)    088 00 29.     (W)     SCALED    
 FE0119* NAVD 88     -       120.208  (meters)     394.38   (feet)  ADJUSTED  
 FE0119  ___________________________________________________________________
 FE0119  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0119  DYNAMIC HT  -         120.102 (meters)     394.03  (feet)  COMP
 FE0119  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE0119
 FE0119  VERT ORDER  -  FIRST     CLASS II
 FE0119
 FE0119.The horizontal coordinates were scaled from a topographic map and have
 FE0119.an estimated accuracy of +/- 6 seconds.
 FE0119
 FE0119.The orthometric height was determined by differential leveling
 FE0119.and adjusted by the National Geodetic Survey in June 1991..
 FE0119
 FE0119.The geoid height was determined by GEOID03.
 FE0119
 FE0119.The dynamic height is computed by dividing the NAVD 88
 FE0119.geopotential number by the normal gravity value computed on the
 FE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0119.degrees latitude (g = 980.6199 gals.).
 FE0119
 FE0119.The modeled gravity was interpolated from observed gravity values.
 FE0119
 FE0119;                    North         East    Units  Estimated Accuracy
 FE0119;SPC TN       -   144,280.      418,100.      MT  (+/- 180 meters Scaled)
 FE0119
 FE0119                          SUPERSEDED SURVEY CONTROL
 FE0119
 FE0119  NGVD 29 (??/??/??)  120.222  (m)          394.43   (f) ADJUSTED    1 2
 FE0119
 FE0119.Superseded values are not recommended for survey control.
 FE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0119.See file dsdata.txt to determine how the superseded data were derived.
 FE0119
 FE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE087419(NAD 83)
 FE0119_MARKER: DB = BENCH MARK DISK
 FE0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0119_STAMPING: L 30 1934
 FE0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0119+STABILITY: SURFACE MOTION
 FE0119
 FE0119  HISTORY     - Date     Condition        Report By
 FE0119  HISTORY     - 1934     MONUMENTED       CGS
 FE0119  HISTORY     - 1947     GOOD             CGS
 FE0119  HISTORY     - 1949     GOOD             CGS
 FE0119
 FE0119                          STATION DESCRIPTION
 FE0119
 FE0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0119'1.1 MI W FROM POPE.
 FE0119'1.1 MILES WEST ALONG STATE HIGHWAYS 20 AND 100 FROM HARDINS STORE
 FE0119'AT POPE, ABOUT 0.2 MILE EAST OF A STANDARD OIL SERVICE STATION,
 FE0119'ACROSS THE HIGHWAY FROM THE HOME OF JACK MORRIS, 157 FEET
 FE0119'SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER
 FE0119'OF THE HOUSE, 266 FEET EAST OF THE SOUTH END OF A 6-FOOT CONCRETE
 FE0119'BOX CULVERT UNDER THE HIGHWAY, 28 FEET SOUTH OF THE CENTER LINE
 FE0119'OF THE HIGHWAY, 6 FEET SOUTHWEST OF A FENCE CORNER POST, 1 FOOT
 FE0119'SOUTHEAST OF THE FENCE LINE, 2 FEET SOUTH AND ACROSS THE FENCE
 FE0119'FROM A WHITE WOODEN WITNESS POST, 0.5 FOOT ABOVE THE HIGHWAY
 FE0119'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE0119
 FE0119                          STATION RECOVERY (1949)
 FE0119
 FE0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1362 ***********************************************************************
 FD1362  DESIGNATION -  L 301
 FD1362  PID         -  FD1362
 FD1362  STATE/COUNTY-  TN/LAWRENCE
 FD1362  USGS QUAD   -  LONG BRANCH (1976)
 FD1362
 FD1362                         *CURRENT SURVEY CONTROL
 FD1362  ___________________________________________________________________
 FD1362* NAD 83(1986)-  35 07 55.     (N)    087 22 49.     (W)     SCALED    
 FD1362* NAVD 88     -       273.914  (meters)     898.67   (feet)  ADJUSTED  
 FD1362  ___________________________________________________________________
 FD1362  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FD1362  DYNAMIC HT  -         273.652 (meters)     897.81  (feet)  COMP
 FD1362  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 FD1362
 FD1362  VERT ORDER  -  FIRST     CLASS II
 FD1362
 FD1362.The horizontal coordinates were scaled from a topographic map and have
 FD1362.an estimated accuracy of +/- 6 seconds.
 FD1362
 FD1362.The orthometric height was determined by differential leveling
 FD1362.and adjusted by the National Geodetic Survey in June 1991..
 FD1362
 FD1362.The geoid height was determined by GEOID03.
 FD1362
 FD1362.The dynamic height is computed by dividing the NAVD 88
 FD1362.geopotential number by the normal gravity value computed on the
 FD1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1362.degrees latitude (g = 980.6199 gals.).
 FD1362
 FD1362.The modeled gravity was interpolated from observed gravity values.
 FD1362
 FD1362;                    North         East    Units  Estimated Accuracy
 FD1362;SPC TN       -    89,490.      474,200.      MT  (+/- 180 meters Scaled)
 FD1362
 FD1362                          SUPERSEDED SURVEY CONTROL
 FD1362
 FD1362.No superseded survey control is available for this station.
 FD1362
 FD1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD653877(NAD 83)
 FD1362_MARKER: I = METAL ROD
 FD1362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1362_SP_SET: STAINLESS STEEL ROD
 FD1362_STAMPING: L 301 1983
 FD1362_MARK LOGO: NGS   
 FD1362_PROJECTION: FLUSH
 FD1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1362_ROD/PIPE-DEPTH: 6.10 meters
 FD1362
 FD1362  HISTORY     - Date     Condition        Report By
 FD1362  HISTORY     - 1983     MONUMENTED       NGS
 FD1362
 FD1362                          STATION DESCRIPTION
 FD1362
 FD1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD1362'8.0 KM (4.95 MI) NORTH FROM LORETTO.
 FD1362'8.0 KM (4.95 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1362'LORETTO TO A DIRT ROAD LEADING WEST AND THE MARK ON THE LEFT, ALSO
 FD1362'4.2 KM (2.6 MI) SOUTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1362'LEOMA TO THE MARK ON THE RIGHT, 12.31 METERS (40.4 FT) NORTHWEST OF
 FD1362'THE CENTERLINE OF THE HIGHWAY, 9.45 METERS (31.0 FT) SOUTH OF THE
 FD1362'APPROXIMATE CENTER OF A DIRT ROAD LEADING WEST, 6.16 METERS (20.2 FT)
 FD1362'WEST OF A PAIR OF 2 FOOT DIAMETER METAL CULVERTS UNDER THE DIRT ROAD,
 FD1362'1.49 METERS (4.9 FT) SOUTH OF POWERLINE POLE NUMBER D 60 B D60L 60,
 FD1362'AND 0.46 METERS (1.5 FT) SOUTHEAST OF A BARBWIRE FENCE LINE.
 FD1362'THE MARK IS 0.61 METERS  NNE FROM A WITNESS POST.
 FD1362'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1394 ***********************************************************************
 FD1394  DESIGNATION -  L 302
 FD1394  PID         -  FD1394
 FD1394  STATE/COUNTY-  TN/WILLIAMSON
 FD1394  USGS QUAD   -  SPRING HILL (1979)
 FD1394
 FD1394                         *CURRENT SURVEY CONTROL
 FD1394  ___________________________________________________________________
 FD1394* NAD 83(1986)-  35 50 56.     (N)    086 53 03.     (W)     SCALED    
 FD1394* NAVD 88     -       242.371  (meters)     795.18   (feet)  ADJUSTED  
 FD1394  ___________________________________________________________________
 FD1394  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD1394  DYNAMIC HT  -         242.157 (meters)     794.48  (feet)  COMP
 FD1394  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 FD1394
 FD1394  VERT ORDER  -  FIRST     CLASS II
 FD1394
 FD1394.The horizontal coordinates were scaled from a topographic map and have
 FD1394.an estimated accuracy of +/- 6 seconds.
 FD1394
 FD1394.The orthometric height was determined by differential leveling
 FD1394.and adjusted by the National Geodetic Survey in June 1991..
 FD1394
 FD1394.The geoid height was determined by GEOID03.
 FD1394
 FD1394.The dynamic height is computed by dividing the NAVD 88
 FD1394.geopotential number by the normal gravity value computed on the
 FD1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1394.degrees latitude (g = 980.6199 gals.).
 FD1394
 FD1394.The modeled gravity was interpolated from observed gravity values.
 FD1394
 FD1394;                    North         East    Units  Estimated Accuracy
 FD1394;SPC TN       -   168,510.      520,130.      MT  (+/- 180 meters Scaled)
 FD1394
 FD1394                          SUPERSEDED SURVEY CONTROL
 FD1394
 FD1394.No superseded survey control is available for this station.
 FD1394
 FD1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE104671(NAD 83)
 FD1394_MARKER: I = METAL ROD
 FD1394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1394_SP_SET: STAINLESS STEEL ROD
 FD1394_STAMPING: L 302 1984
 FD1394_MARK LOGO: NGS   
 FD1394_PROJECTION: RECESSED 4 CENTIMETERS
 FD1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1394_ROD/PIPE-DEPTH: 3.35 meters
 FD1394
 FD1394  HISTORY     - Date     Condition        Report By
 FD1394  HISTORY     - 1984     MONUMENTED       NGS
 FD1394
 FD1394                          STATION DESCRIPTION
 FD1394
 FD1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1394'8.7 KM (5.4 MI) SOUTH FROM FRANKLIN.
 FD1394'8.7 KM (5.4 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1394'FRANKLIN, ALSO 11.7 KM (7.3 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE
 FD1394'POST OFFICE IN SPRING HILL, SET BY A FENCE CORNER AND DRIVEWAY WITH
 FD1394'TWO ROCK PILLARS BY THE DRIVEWAY, THE DRIVEWAY LEADS EAST TO A LARGE
 FD1394'TWO STORY HOUSE, 9.14 METERS (30.0 FT) EAST OF THE CENTERLINE OF THE
 FD1394'HIGHWAY, 12.19 METERS (40.0 FT) SOUTH OF THE CENTER OF THE DRIVEWAY,
 FD1394'12.19 METERS (40.0 FT) NORTH OF A POWERLINE POLE, 1.86 METERS (6.1 FT)
 FD1394'NORTHEAST OF A FENCE CORNER, AND 1.22 METERS (4.0 FT) NORTHWEST OF THE
 FD1394'FENCE.
 FD1394'THE MARK IS 1.92 METERS  NE FROM A WITNESS POST.
 FD1394'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1971 ***********************************************************************
 GC1971  DESIGNATION -  L 303
 GC1971  PID         -  GC1971
 GC1971  STATE/COUNTY-  TN/DAVIDSON
 GC1971  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1971
 GC1971                         *CURRENT SURVEY CONTROL
 GC1971  ___________________________________________________________________
 GC1971* NAD 83(1986)-  36 11 17.     (N)    086 49 24.     (W)     SCALED    
 GC1971* NAVD 88     -       128.897  (meters)     422.89   (feet)  ADJUSTED  
 GC1971  ___________________________________________________________________
 GC1971  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC1971  DYNAMIC HT  -         128.786 (meters)     422.53  (feet)  COMP
 GC1971  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC1971
 GC1971  VERT ORDER  -  FIRST     CLASS II
 GC1971
 GC1971.The horizontal coordinates were scaled from a topographic map and have
 GC1971.an estimated accuracy of +/- 6 seconds.
 GC1971
 GC1971.The orthometric height was determined by differential leveling
 GC1971.and adjusted by the National Geodetic Survey in June 1991..
 GC1971
 GC1971.The geoid height was determined by GEOID03.
 GC1971
 GC1971.The dynamic height is computed by dividing the NAVD 88
 GC1971.geopotential number by the normal gravity value computed on the
 GC1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1971.degrees latitude (g = 980.6199 gals.).
 GC1971
 GC1971.The modeled gravity was interpolated from observed gravity values.
 GC1971
 GC1971;                    North         East    Units  Estimated Accuracy
 GC1971;SPC TN       -   206,090.      525,950.      MT  (+/- 180 meters Scaled)
 GC1971
 GC1971                          SUPERSEDED SURVEY CONTROL
 GC1971
 GC1971.No superseded survey control is available for this station.
 GC1971
 GC1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF158048(NAD 83)
 GC1971_MARKER: I = METAL ROD
 GC1971_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1971_SP_SET: STAINLESS STEEL ROD
 GC1971_STAMPING: L 303 1984
 GC1971_MARK LOGO: NGS   
 GC1971_PROJECTION: RECESSED 2 CENTIMETERS
 GC1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1971_ROD/PIPE-DEPTH: 5.63 meters
 GC1971
 GC1971  HISTORY     - Date     Condition        Report By
 GC1971  HISTORY     - 1984     MONUMENTED       NGS
 GC1971
 GC1971                          STATION DESCRIPTION
 GC1971
 GC1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1971'IN NASHVILLE.
 GC1971'IN NASHVILLE, 0.3 KM (0.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 41
 GC1971'ALTERNATE AND STATE HIGHWAY 112 FROM THE SOUTHEAST CORNER OF THE
 GC1971'BRIDGE OVER CHEATHAM LAKE IN THE NORTHWEST PART OF NASHVILLE,
 GC1971'2.80 METERS (9.2 FT) NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAYS,
 GC1971'5.57 METERS (18.3 FT) NORTHWEST OF A PIPE LINE CROSSING SIGN,
 GC1971'3.10 METERS (10.2 FT) NORTHWEST OF THE SOUTHEAST END OF A METAL GUARD
 GC1971'RAIL, 25.29 METERS (83.0 FT) SOUTHEAST OF A LIGHT POLE, AND
 GC1971'0.36 METERS (1.2 FT) SOUTHWEST OF A CHAIN LINK FENCE.
 GC1971'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 GC1971'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1982 ***********************************************************************
 GC1982  DESIGNATION -  L 304
 GC1982  PID         -  GC1982
 GC1982  STATE/COUNTY-  TN/CHEATHAM
 GC1982  USGS QUAD   -  ASHLAND CITY (1987)
 GC1982
 GC1982                         *CURRENT SURVEY CONTROL
 GC1982  ___________________________________________________________________
 GC1982* NAD 83(1986)-  36 15 41.     (N)    087 03 12.     (W)     SCALED    
 GC1982* NAVD 88     -       124.586  (meters)     408.75   (feet)  ADJUSTED  
 GC1982  ___________________________________________________________________
 GC1982  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1982  DYNAMIC HT  -         124.480 (meters)     408.40  (feet)  COMP
 GC1982  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GC1982
 GC1982  VERT ORDER  -  FIRST     CLASS II
 GC1982
 GC1982.The horizontal coordinates were scaled from a topographic map and have
 GC1982.an estimated accuracy of +/- 6 seconds.
 GC1982
 GC1982.The orthometric height was determined by differential leveling
 GC1982.and adjusted by the National Geodetic Survey in June 1991..
 GC1982
 GC1982.The geoid height was determined by GEOID03.
 GC1982
 GC1982.The dynamic height is computed by dividing the NAVD 88
 GC1982.geopotential number by the normal gravity value computed on the
 GC1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1982.degrees latitude (g = 980.6199 gals.).
 GC1982
 GC1982.The modeled gravity was interpolated from observed gravity values.
 GC1982
 GC1982;                    North         East    Units  Estimated Accuracy
 GC1982;SPC TN       -   214,430.      505,350.      MT  (+/- 180 meters Scaled)
 GC1982
 GC1982                          SUPERSEDED SURVEY CONTROL
 GC1982
 GC1982.No superseded survey control is available for this station.
 GC1982
 GC1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF952129(NAD 83)
 GC1982_MARKER: DB = BENCH MARK DISK
 GC1982_SETTING: 66 = SET IN ROCK OUTCROP
 GC1982_SP_SET: ROCK OUTCROP
 GC1982_STAMPING: L 304 1984
 GC1982_MARK LOGO: NGS   
 GC1982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1982+STABILITY: POSITION/ELEVATION WELL
 GC1982
 GC1982  HISTORY     - Date     Condition        Report By
 GC1982  HISTORY     - 1984     MONUMENTED       NGS
 GC1982
 GC1982                          STATION DESCRIPTION
 GC1982
 GC1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1982'1.8 KM (1.1 MI) SE FROM ASHLAND CITY.
 GC1982'1.8 KM (1.1 MI) SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COUNTY
 GC1982'COURTHOUSE IN ASHLAND CITY TO A ROCK CUT ON THE LEFT AND THE MARK ON
 GC1982'THE RIGHT, 0.6 KM (0.4 MI) NORTHWEST FROM ROBIN HOOD ROAD, 8.84 METERS
 GC1982'(29.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.10 METERS
 GC1982'(56.1 FT) NORTHWEST OF POWERLINE POLE NUMBER M2519MS1, AND
 GC1982'16.89 METERS (55.4 FT) EAST-SOUTHEAST OF THE SOUTHEAST END OF A METAL
 GC1982'GUARD RAIL.
 GC1982'THE MARK IS 0.46 METERS  ESE FROM A WITNESS POST.
 GC1982'THE MARK IS 0.31 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2009 ***********************************************************************
 GC2009  DESIGNATION -  L 305
 GC2009  PID         -  GC2009
 GC2009  STATE/COUNTY-  TN/MONTGOMERY
 GC2009  USGS QUAD   -  HENRIETTA (1983)
 GC2009
 GC2009                         *CURRENT SURVEY CONTROL
 GC2009  ___________________________________________________________________
 GC2009* NAD 83(1986)-  36 28 32.     (N)    087 14 34.     (W)     SCALED    
 GC2009* NAVD 88     -       147.703  (meters)     484.59   (feet)  ADJUSTED  
 GC2009  ___________________________________________________________________
 GC2009  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC2009  DYNAMIC HT  -         147.580 (meters)     484.19  (feet)  COMP
 GC2009  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GC2009
 GC2009  VERT ORDER  -  FIRST     CLASS II
 GC2009
 GC2009.The horizontal coordinates were scaled from a topographic map and have
 GC2009.an estimated accuracy of +/- 6 seconds.
 GC2009
 GC2009.The orthometric height was determined by differential leveling
 GC2009.and adjusted by the National Geodetic Survey in June 1991..
 GC2009
 GC2009.The geoid height was determined by GEOID03.
 GC2009
 GC2009.The dynamic height is computed by dividing the NAVD 88
 GC2009.geopotential number by the normal gravity value computed on the
 GC2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2009.degrees latitude (g = 980.6199 gals.).
 GC2009
 GC2009.The modeled gravity was interpolated from observed gravity values.
 GC2009
 GC2009;                    North         East    Units  Estimated Accuracy
 GC2009;SPC TN       -   238,390.      488,630.      MT  (+/- 180 meters Scaled)
 GC2009
 GC2009                          SUPERSEDED SURVEY CONTROL
 GC2009
 GC2009.No superseded survey control is available for this station.
 GC2009
 GC2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF782367(NAD 83)
 GC2009_MARKER: I = METAL ROD
 GC2009_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2009_SP_SET: STAINLESS STEEL ROD
 GC2009_STAMPING: L 305 1984
 GC2009_MARK LOGO: NGS   
 GC2009_PROJECTION: RECESSED 3 CENTIMETERS
 GC2009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2009_ROD/PIPE-DEPTH: 6.10 meters
 GC2009
 GC2009  HISTORY     - Date     Condition        Report By
 GC2009  HISTORY     - 1984     MONUMENTED       NGS
 GC2009
 GC2009                          STATION DESCRIPTION
 GC2009
 GC2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2009'19.4 KM (12.0 MI) NW FROM CHEAP HILL.
 GC2009'19.4 KM (12.05 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2009'OFFICE IN CHEAP HILL TO THE MARK ON THE RIGHT, 0.4 KM (0.25 MI)
 GC2009'SOUTHEAST ALONG HIGHWAY 12 FROM THE BRIDGE OVER MCADOO CREEK,
 GC2009'16.55 METERS (54.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GC2009'55.38 METERS (181.7 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF A
 GC2009'DRIVEWAY TO A SMALL BRICK BUILDING, 3.20 METERS (10.5 FT) SOUTHEAST OF
 GC2009'A POWERLINE POLE WITH A GUY WIRE, AND 2.23 METERS (7.3 FT) SOUTHWEST
 GC2009'OF A BARBWIRE FENCE.
 GC2009'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 GC2009'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2927 ***********************************************************************
 AJ2927  DESIGNATION -  L 307
 AJ2927  PID         -  AJ2927
 AJ2927  STATE/COUNTY-  TN/TROUSDALE
 AJ2927  USGS QUAD   -  HARTSVILLE (1994)
 AJ2927
 AJ2927                         *CURRENT SURVEY CONTROL
 AJ2927  ___________________________________________________________________
 AJ2927* NAD 83(1986)-  36 24 13.     (N)    086 10 57.     (W)     SCALED    
 AJ2927* NAVD 88     -       174.326  (meters)     571.93   (feet)  ADJUSTED  
 AJ2927  ___________________________________________________________________
 AJ2927  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AJ2927  DYNAMIC HT  -         174.183 (meters)     571.47  (feet)  COMP
 AJ2927  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 AJ2927
 AJ2927  VERT ORDER  -  SECOND    CLASS I
 AJ2927
 AJ2927.The horizontal coordinates were scaled from a topographic map and have
 AJ2927.an estimated accuracy of +/- 6 seconds.
 AJ2927
 AJ2927.The orthometric height was determined by differential leveling
 AJ2927.and adjusted by the National Geodetic Survey in July 2002..
 AJ2927.No vertical observational check was made to the station.
 AJ2927
 AJ2927.The geoid height was determined by GEOID03.
 AJ2927
 AJ2927.The dynamic height is computed by dividing the NAVD 88
 AJ2927.geopotential number by the normal gravity value computed on the
 AJ2927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2927.degrees latitude (g = 980.6199 gals.).
 AJ2927
 AJ2927.The modeled gravity was interpolated from observed gravity values.
 AJ2927
 AJ2927;                    North         East    Units  Estimated Accuracy
 AJ2927;SPC TN       -   229,720.      583,630.      MT  (+/- 180 meters Scaled)
 AJ2927
 AJ2927                          SUPERSEDED SURVEY CONTROL
 AJ2927
 AJ2927.No superseded survey control is available for this station.
 AJ2927
 AJ2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF733290(NAD 83)
 AJ2927_MARKER: DV = VERTICAL CONTROL DISK
 AJ2927_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2927_STAMPING: L 307 2001
 AJ2927_MARK LOGO: NGS   
 AJ2927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2927+STABILITY: POSITION/ELEVATION WELL
 AJ2927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2927+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2927
 AJ2927  HISTORY     - Date     Condition        Report By
 AJ2927  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2927
 AJ2927                          STATION DESCRIPTION
 AJ2927
 AJ2927'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2927'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2927'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2927'HIGHWAY 141), THENCE 1.7 KM WESTERLY ALONG STATE HIGHWAY 25, NEAR
 AJ2927'THE CENTER OF A 6 BY 8-FOOT AREA OF EXPOSED ROCK OUTCROP, 7.5 M
 AJ2927'WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 5.9 M SOUTH OF A
 AJ2927'WITNESS POST AND FENCE, 5.8 M NORTH OF THE HIGHWAY CENTERLINE,
 AJ2927'AND 0.5 M BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE
 AJ2927'HIGHWAY RIGHT-OF-WAY.
 AJ2927'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1226 ***********************************************************************
 FD1226  DESIGNATION -  L 31 RESET
 FD1226  PID         -  FD1226
 FD1226  STATE/COUNTY-  TN/LEWIS
 FD1226  USGS QUAD   -  HOHENWALD (1991)
 FD1226
 FD1226                         *CURRENT SURVEY CONTROL
 FD1226  ___________________________________________________________________
 FD1226* NAD 83(1986)-  35 33 03.     (N)    087 35 53.     (W)     SCALED    
 FD1226* NAVD 88     -       296.230  (meters)     971.88   (feet)  ADJUSTED  
 FD1226  ___________________________________________________________________
 FD1226  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FD1226  DYNAMIC HT  -         295.955 (meters)     970.98  (feet)  COMP
 FD1226  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FD1226
 FD1226  VERT ORDER  -  FIRST     CLASS II
 FD1226
 FD1226.This mark is at John A Baker Field Airport (0M3)
 FD1226
 FD1226.The horizontal coordinates were scaled from a topographic map and have
 FD1226.an estimated accuracy of +/- 6 seconds.
 FD1226
 FD1226.The orthometric height was determined by differential leveling
 FD1226.and adjusted by the National Geodetic Survey in June 1991..
 FD1226
 FD1226.The geoid height was determined by GEOID03.
 FD1226
 FD1226.The dynamic height is computed by dividing the NAVD 88
 FD1226.geopotential number by the normal gravity value computed on the
 FD1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1226.degrees latitude (g = 980.6199 gals.).
 FD1226
 FD1226.The modeled gravity was interpolated from observed gravity values.
 FD1226
 FD1226;                    North         East    Units  Estimated Accuracy
 FD1226;SPC TN       -   136,260.      455,110.      MT  (+/- 180 meters Scaled)
 FD1226
 FD1226                          SUPERSEDED SURVEY CONTROL
 FD1226
 FD1226  NGVD 29 (??/??/92)  296.205  (m)          971.80   (f) ADJ UNCH    1 2
 FD1226
 FD1226.Superseded values are not recommended for survey control.
 FD1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1226.See file dsdata.txt to determine how the superseded data were derived.
 FD1226
 FD1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE457342(NAD 83)
 FD1226_MARKER: DB = BENCH MARK DISK
 FD1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1226_STAMPING: L 31 1934 RESET 1949
 FD1226_MARK LOGO: CGS   
 FD1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1226+STABILITY: SURFACE MOTION
 FD1226
 FD1226  HISTORY     - Date     Condition        Report By
 FD1226  HISTORY     - 1949     MONUMENTED       CGS
 FD1226  HISTORY     - 1953     GOOD             NGS
 FD1226
 FD1226                          STATION DESCRIPTION
 FD1226
 FD1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1226'2.6 MI W FROM HOHENWALD.
 FD1226'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1226'NATIONAL BANK AT HOHENWALD, AT THE NORTHWEST CORNER OF AN
 FD1226'AIRPORT ( LEWIS COUNTY ), 30.5 FEET SOUTH OF THE CENTER LINE
 FD1226'OF THE HIGHWAY, 26 FEET EAST OF THE NORTHWEST CORNER OF THE
 FD1226'AIRPORT FENCE, 7 FEET WEST-SOUTHWEST OF A POWER POLE, 8.5 FEET
 FD1226'EAST-SOUTHEAST OF A SMALL CEDAR TREE, 2 FEET WEST OF A WHITE
 FD1226'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 FD1226'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FD1226
 FD1226                          STATION RECOVERY (1953)
 FD1226
 FD1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0353 ***********************************************************************
 FD0353  DESIGNATION -  L 32
 FD0353  PID         -  FD0353
 FD0353  STATE/COUNTY-  TN/MARSHALL
 FD0353  USGS QUAD   -  LEWISBURG (1981)
 FD0353
 FD0353                         *CURRENT SURVEY CONTROL
 FD0353  ___________________________________________________________________
 FD0353* NAD 83(1986)-  35 27 58.     (N)    086 46 31.     (W)     SCALED    
 FD0353* NAVD 88     -       214.570  (meters)     703.97   (feet)  ADJUSTED  
 FD0353  ___________________________________________________________________
 FD0353  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0353  DYNAMIC HT  -         214.377 (meters)     703.34  (feet)  COMP
 FD0353  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 FD0353
 FD0353  VERT ORDER  -  FIRST     CLASS II
 FD0353
 FD0353.The horizontal coordinates were scaled from a topographic map and have
 FD0353.an estimated accuracy of +/- 6 seconds.
 FD0353
 FD0353.The orthometric height was determined by differential leveling
 FD0353.and adjusted by the National Geodetic Survey in June 1991..
 FD0353
 FD0353.The geoid height was determined by GEOID03.
 FD0353
 FD0353.The dynamic height is computed by dividing the NAVD 88
 FD0353.geopotential number by the normal gravity value computed on the
 FD0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0353.degrees latitude (g = 980.6199 gals.).
 FD0353
 FD0353.The modeled gravity was interpolated from observed gravity values.
 FD0353
 FD0353;                    North         East    Units  Estimated Accuracy
 FD0353;SPC TN       -   125,960.      529,630.      MT  (+/- 180 meters Scaled)
 FD0353
 FD0353                          SUPERSEDED SURVEY CONTROL
 FD0353
 FD0353  NGVD 29 (??/??/92)  214.548  (m)          703.90   (f) ADJ UNCH    1 2
 FD0353
 FD0353.Superseded values are not recommended for survey control.
 FD0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0353.See file dsdata.txt to determine how the superseded data were derived.
 FD0353
 FD0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE203247(NAD 83)
 FD0353_MARKER: DB = BENCH MARK DISK
 FD0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0353_STAMPING: L 32 1934
 FD0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0353+STABILITY: SURFACE MOTION
 FD0353
 FD0353  HISTORY     - Date     Condition        Report By
 FD0353  HISTORY     - 1934     MONUMENTED       CGS
 FD0353  HISTORY     - 1949     GOOD             NGS
 FD0353  HISTORY     - 1966     MARK NOT FOUND   NGS
 FD0353
 FD0353                          STATION DESCRIPTION
 FD0353
 FD0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0353'1.5 MI NE FROM LEWISBURG.
 FD0353'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE
 FD0353'AT LEWISBURG, ABOUT 0.1 MILE SOUTHWEST OF A TEXACO SERVICE
 FD0353'STATION ON SOUTHEAST SIDE OF HIGHWAY, ABOUT 300 FEET WEST AND
 FD0353'ACROSS THE HIGHWAY FROM A LARGE BARN WITH A BRICK WING EXTENDING
 FD0353'SOUTH, 159 FEET NORTHEAST OF THE NORTH CORNER OF A 225-FOOT
 FD0353'CONCRETE BRIDGE, 31.2 FEET NORTHWEST OF THE CENTER LINE OF THE
 FD0353'HIGHWAY, 57.1 FEET NORTH-NORTHEAST OF THE NORTHEAST END POST OF
 FD0353'A GUARD RAIL FENCE ALONG NORTHWEST SIDE OF HIGHWAY, 1 FOOT
 FD0353'SOUTHEAST OF A FENCE LINE, 1 FOOT BELOW THE HIGHWAY AND SET IN
 FD0353'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FD0353
 FD0353                          STATION RECOVERY (1966)
 FD0353
 FD0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FD0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0269 ***********************************************************************
 FD0269  DESIGNATION -  L 33
 FD0269  PID         -  FD0269
 FD0269  STATE/COUNTY-  TN/GILES
 FD0269  USGS QUAD   -  TARPLEY (1982)
 FD0269
 FD0269                         *CURRENT SURVEY CONTROL
 FD0269  ___________________________________________________________________
 FD0269* NAD 83(1986)-  35 10 54.     (N)    086 55 49.     (W)     SCALED    
 FD0269* NAVD 88     -       229.624  (meters)     753.36   (feet)  ADJUSTED  
 FD0269  ___________________________________________________________________
 FD0269  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FD0269  DYNAMIC HT  -         229.408 (meters)     752.65  (feet)  COMP
 FD0269  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FD0269
 FD0269  VERT ORDER  -  SECOND    CLASS 0
 FD0269
 FD0269.The horizontal coordinates were scaled from a topographic map and have
 FD0269.an estimated accuracy of +/- 6 seconds.
 FD0269
 FD0269.The orthometric height was determined by differential leveling
 FD0269.and adjusted by the National Geodetic Survey in June 1991..
 FD0269
 FD0269.The geoid height was determined by GEOID03.
 FD0269
 FD0269.The dynamic height is computed by dividing the NAVD 88
 FD0269.geopotential number by the normal gravity value computed on the
 FD0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0269.degrees latitude (g = 980.6199 gals.).
 FD0269
 FD0269.The modeled gravity was interpolated from observed gravity values.
 FD0269
 FD0269;                    North         East    Units  Estimated Accuracy
 FD0269;SPC TN       -    94,530.      515,270.      MT  (+/- 180 meters Scaled)
 FD0269
 FD0269                          SUPERSEDED SURVEY CONTROL
 FD0269
 FD0269  NGVD 29 (??/??/92)  229.592  (m)          753.25   (f) ADJ UNCH    2 0
 FD0269
 FD0269.Superseded values are not recommended for survey control.
 FD0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0269.See file dsdata.txt to determine how the superseded data were derived.
 FD0269
 FD0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED063931(NAD 83)
 FD0269_MARKER: DB = BENCH MARK DISK
 FD0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0269_STAMPING: L 33 1934
 FD0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0269+STABILITY: SURFACE MOTION
 FD0269
 FD0269  HISTORY     - Date     Condition        Report By
 FD0269  HISTORY     - 1934     MONUMENTED       CGS
 FD0269
 FD0269                          STATION DESCRIPTION
 FD0269
 FD0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0269'6 MI E FROM PULASKI.
 FD0269'6.0 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT
 FD0269'PULASKI, GILES COUNTY, ON THE TOP OF A HILL, AT THE EAST END OF
 FD0269'A CUT, ON THE LAND OF O.E. SMITH IN 1934, AND 40 FEET SOUTH OF
 FD0269'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 33
 FD0269'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0814 ***********************************************************************
 FD0814  DESIGNATION -  L 34
 FD0814  PID         -  FD0814
 FD0814  STATE/COUNTY-  TN/LAWRENCE
 FD0814  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0814
 FD0814                         *CURRENT SURVEY CONTROL
 FD0814  ___________________________________________________________________
 FD0814* NAD 83(1986)-  35 14 38.     (N)    087 20 28.     (W)     SCALED    
 FD0814* NAVD 88     -       268.067  (meters)     879.48   (feet)  ADJUSTED  
 FD0814  ___________________________________________________________________
 FD0814  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0814  DYNAMIC HT  -         267.812 (meters)     878.65  (feet)  COMP
 FD0814  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0814
 FD0814  VERT ORDER  -  SECOND    CLASS 0
 FD0814
 FD0814.The horizontal coordinates were scaled from a topographic map and have
 FD0814.an estimated accuracy of +/- 6 seconds.
 FD0814
 FD0814.The orthometric height was determined by differential leveling
 FD0814.and adjusted by the National Geodetic Survey in June 1991..
 FD0814
 FD0814.The geoid height was determined by GEOID03.
 FD0814
 FD0814.The dynamic height is computed by dividing the NAVD 88
 FD0814.geopotential number by the normal gravity value computed on the
 FD0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0814.degrees latitude (g = 980.6199 gals.).
 FD0814
 FD0814.The modeled gravity was interpolated from observed gravity values.
 FD0814
 FD0814;                    North         East    Units  Estimated Accuracy
 FD0814;SPC TN       -   101,860.      477,940.      MT  (+/- 180 meters Scaled)
 FD0814
 FD0814                          SUPERSEDED SURVEY CONTROL
 FD0814
 FD0814  NGVD 29 (??/??/92)  268.027  (m)          879.35   (f) ADJ UNCH    2 0
 FD0814
 FD0814.Superseded values are not recommended for survey control.
 FD0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0814.See file dsdata.txt to determine how the superseded data were derived.
 FD0814
 FD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE689001(NAD 83)
 FD0814_MARKER: DB = BENCH MARK DISK
 FD0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0814_STAMPING: L 34 1934
 FD0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0814+STABILITY: SURFACE MOTION
 FD0814
 FD0814  HISTORY     - Date     Condition        Report By
 FD0814  HISTORY     - 1934     MONUMENTED       CGS
 FD0814  HISTORY     - 1950     GOOD             NGS
 FD0814  HISTORY     - 1962     GOOD             NGS
 FD0814  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0814
 FD0814                          STATION DESCRIPTION
 FD0814
 FD0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0814'AT LAWRENCEBURG.
 FD0814'AT THE WEST EDGE OF LAWRENCEBURG, LAWRENCE COUNTY, ON U.S. HIGHWAY
 FD0814'64, AT THE TOP OF A HILL, AT THE DOWNWARD BREAK IN THE GRADE
 FD0814'TOWARD SHOAL CREEK, 30 FEET NORTH OF THE CENTERLINE OF THE
 FD0814'HIGHWAY, 40 FEET SOUTHWEST OF A GARAGE, AND 9 FEET NORTH OF A
 FD0814'STEEL POST.  A STANDARD DISK, STAMPED L 34 1934 AND SET IN THE
 FD0814'TOP OF A CONCRETE POST.
 FD0814
 FD0814                          STATION RECOVERY (1962)
 FD0814
 FD0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0814'RECOVERED IN GOOD CONDITION.
 FD0814
 FD0814                          STATION RECOVERY (1983)
 FD0814
 FD0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0814'NOT RECOVERED, PROBABLY TAKEN OUT WHEN ROAD WAS WIDENED AND SCHOOL
 FD0814'ENTRANCE ROAD WAS PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0534 ***********************************************************************
 FE0534  DESIGNATION -  L 35
 FE0534  PID         -  FE0534
 FE0534  STATE/COUNTY-  TN/MCNAIRY
 FE0534  USGS QUAD   -  PURDY (1984)
 FE0534
 FE0534                         *CURRENT SURVEY CONTROL
 FE0534  ___________________________________________________________________
 FE0534* NAD 83(1986)-  35 10 03.     (N)    088 35 21.     (W)     SCALED    
 FE0534* NAVD 88     -       134.754  (meters)     442.11   (feet)  ADJUSTED  
 FE0534  ___________________________________________________________________
 FE0534  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE0534  DYNAMIC HT  -         134.628 (meters)     441.69  (feet)  COMP
 FE0534  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 FE0534
 FE0534  VERT ORDER  -  FIRST     CLASS II
 FE0534
 FE0534.The horizontal coordinates were scaled from a topographic map and have
 FE0534.an estimated accuracy of +/- 6 seconds.
 FE0534
 FE0534.The orthometric height was determined by differential leveling
 FE0534.and adjusted by the National Geodetic Survey in June 1991..
 FE0534
 FE0534.The geoid height was determined by GEOID03.
 FE0534
 FE0534.The dynamic height is computed by dividing the NAVD 88
 FE0534.geopotential number by the normal gravity value computed on the
 FE0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0534.degrees latitude (g = 980.6199 gals.).
 FE0534
 FE0534.The modeled gravity was interpolated from observed gravity values.
 FE0534
 FE0534;                    North         East    Units  Estimated Accuracy
 FE0534;SPC TN       -    95,670.      364,150.      MT  (+/- 180 meters Scaled)
 FE0534
 FE0534                          SUPERSEDED SURVEY CONTROL
 FE0534
 FE0534  NGVD 29 (??/??/??)  134.750  (m)          442.09   (f) ADJUSTED    1 2
 FE0534
 FE0534.Superseded values are not recommended for survey control.
 FE0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0534.See file dsdata.txt to determine how the superseded data were derived.
 FE0534
 FE0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD552927(NAD 83)
 FE0534_MARKER: DB = BENCH MARK DISK
 FE0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0534_SP_SET: BRIDGE
 FE0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0534
 FE0534  HISTORY     - Date     Condition        Report By
 FE0534  HISTORY     - 1934     MONUMENTED       CGS
 FE0534  HISTORY     - 1949     GOOD             CGS
 FE0534  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0534
 FE0534                          STATION DESCRIPTION
 FE0534
 FE0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0534'AT SELMER.
 FE0534'AT SELMER, 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAYS 45 AND 64 FROM
 FE0534'THE COURTHOUSE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 FE0534'SOUTHEAST ABUTMENT OF THE 260-FOOT CONCRETE BRIDGE OVER CYPRESS
 FE0534'CREEK, 12.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 FE0534'ABOUT LEVEL WITH THE BRIDGE FLOOR.  NOTE-- THE BRIDGE WAS WIDEN
 FE0534'FOR A 4 LANE IN THE 1950S.
 FE0534
 FE0534                          STATION RECOVERY (1972)
 FE0534
 FE0534'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0974 ***********************************************************************
 FD0974  DESIGNATION -  L 36
 FD0974  PID         -  FD0974
 FD0974  STATE/COUNTY-  TN/WAYNE
 FD0974  USGS QUAD   -  EAGLE CREEK (1972)
 FD0974
 FD0974                         *CURRENT SURVEY CONTROL
 FD0974  ___________________________________________________________________
 FD0974* NAD 83(1986)-  35 18 08.     (N)    087 52 52.     (W)     SCALED    
 FD0974* NAVD 88     -       155.691  (meters)     510.80   (feet)  ADJUSTED  
 FD0974  ___________________________________________________________________
 FD0974  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0974  DYNAMIC HT  -         155.547 (meters)     510.32  (feet)  COMP
 FD0974  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FD0974
 FD0974  VERT ORDER  -  SECOND    CLASS 0
 FD0974
 FD0974.The horizontal coordinates were scaled from a topographic map and have
 FD0974.an estimated accuracy of +/- 6 seconds.
 FD0974
 FD0974.The orthometric height was determined by differential leveling
 FD0974.and adjusted by the National Geodetic Survey in June 1991..
 FD0974
 FD0974.The geoid height was determined by GEOID03.
 FD0974
 FD0974.The dynamic height is computed by dividing the NAVD 88
 FD0974.geopotential number by the normal gravity value computed on the
 FD0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0974.degrees latitude (g = 980.6199 gals.).
 FD0974
 FD0974.The modeled gravity was interpolated from observed gravity values.
 FD0974
 FD0974;                    North         East    Units  Estimated Accuracy
 FD0974;SPC TN       -   109,140.      428,920.      MT  (+/- 180 meters Scaled)
 FD0974
 FD0974                          SUPERSEDED SURVEY CONTROL
 FD0974
 FD0974  NGVD 29 (??/??/92)  155.672  (m)          510.73   (f) ADJ UNCH    2 0
 FD0974
 FD0974.Superseded values are not recommended for survey control.
 FD0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0974.See file dsdata.txt to determine how the superseded data were derived.
 FD0974
 FD0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE198069(NAD 83)
 FD0974_MARKER: DB = BENCH MARK DISK
 FD0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0974_SP_SET: BRIDGE
 FD0974_STAMPING: L 36 1934
 FD0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0974
 FD0974  HISTORY     - Date     Condition        Report By
 FD0974  HISTORY     - 1934     MONUMENTED       CGS
 FD0974  HISTORY     - 1950     GOOD             NGS
 FD0974  HISTORY     - 1962     GOOD             NGS
 FD0974
 FD0974                          STATION DESCRIPTION
 FD0974
 FD0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD0974'7.7 MI W FROM WAYNESBORO.
 FD0974'7.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM WAYNESBORO, AT THE
 FD0974'FORMER POST OFFICE AT SORBY, AT A SIX-SPAN CONCRETE BRIDGE, IN
 FD0974'THE TOP OF THE CONCRETE BASE OF THE SOUTH RAIL, AND 4 FEET EAST
 FD0974'OF THE WEST END.  A STANDARD DISK, STAMPED L 36 1934.
 FD0974
 FD0974                          STATION RECOVERY (1962)
 FD0974
 FD0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FD0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0861 ***********************************************************************
 FD0861  DESIGNATION -  L 37
 FD0861  PID         -  FD0861
 FD0861  STATE/COUNTY-  TN/GILES
 FD0861  USGS QUAD   -  PULASKI (1984)
 FD0861
 FD0861                         *CURRENT SURVEY CONTROL
 FD0861  ___________________________________________________________________
 FD0861* NAD 83(1986)-  35 13 36.     (N)    087 04 18.     (W)     SCALED    
 FD0861* NAVD 88     -       212.248  (meters)     696.35   (feet)  ADJUSTED  
 FD0861  ___________________________________________________________________
 FD0861  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0861  DYNAMIC HT  -         212.049 (meters)     695.70  (feet)  COMP
 FD0861  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 FD0861
 FD0861  VERT ORDER  -  SECOND    CLASS 0
 FD0861
 FD0861.The horizontal coordinates were scaled from a topographic map and have
 FD0861.an estimated accuracy of +/- 6 seconds.
 FD0861
 FD0861.The orthometric height was determined by differential leveling
 FD0861.and adjusted by the National Geodetic Survey in June 1991..
 FD0861
 FD0861.The geoid height was determined by GEOID03.
 FD0861
 FD0861.The dynamic height is computed by dividing the NAVD 88
 FD0861.geopotential number by the normal gravity value computed on the
 FD0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0861.degrees latitude (g = 980.6199 gals.).
 FD0861
 FD0861.The modeled gravity was interpolated from observed gravity values.
 FD0861
 FD0861;                    North         East    Units  Estimated Accuracy
 FD0861;SPC TN       -    99,650.      502,440.      MT  (+/- 180 meters Scaled)
 FD0861
 FD0861                          SUPERSEDED SURVEY CONTROL
 FD0861
 FD0861  NGVD 29 (??/??/92)  212.211  (m)          696.23   (f) ADJ UNCH    2 0
 FD0861
 FD0861.Superseded values are not recommended for survey control.
 FD0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0861.See file dsdata.txt to determine how the superseded data were derived.
 FD0861
 FD0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD934981(NAD 83)
 FD0861_MARKER: DB = BENCH MARK DISK
 FD0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0861_STAMPING: L 37 1934
 FD0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0861+STABILITY: SURFACE MOTION
 FD0861
 FD0861  HISTORY     - Date     Condition        Report By
 FD0861  HISTORY     - 1934     MONUMENTED       CGS
 FD0861  HISTORY     - 1953     GOOD             TVA
 FD0861
 FD0861                          STATION DESCRIPTION
 FD0861
 FD0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0861'3.1 MI NE FROM PULASKI.
 FD0861'3.1 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0861'FROM THE STATION AT PULASKI, GILES COUNTY, 1.6 MILES SOUTH OF
 FD0861'WALES, 31 FEET EAST OF THE CENTERLINE OF THE TRACK, 20 FEET
 FD0861'SOUTH OF THE CENTER OF A ROAD CROSSING, 4 FEET SOUTH OF A
 FD0861'FENCE CORNER AND CATTLE GUARD, AND 1 FOOT EAST OF THE FENCE.
 FD0861'A STANDARD DISK, STAMPED L 37 1934 AND SET IN THE TOP OF A
 FD0861'CONCRETE POST.  NOTE-- A STEEL POST WITH CONTROL MARKER SIGN
 FD0861'WAS SET 2 FEET EAST OF MONUMENT.  THERE IS A PAINTED WHITE
 FD0861'CROSS ON RAILROAD CROSSING SIGN.  THE MARK IS 30 FEET SOUTHWEST
 FD0861'OF THE RAILROAD CROSSING SIGN.
 FD0861
 FD0861                          STATION RECOVERY (1953)
 FD0861
 FD0861'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1272 ***********************************************************************
 GA1272  DESIGNATION -  L 4
 GA1272  PID         -  GA1272
 GA1272  STATE/COUNTY-  TN/HAWKINS
 GA1272  USGS QUAD   -  CHURCH HILL (1991)
 GA1272
 GA1272                         *CURRENT SURVEY CONTROL
 GA1272  ___________________________________________________________________
 GA1272* NAD 83(1995)-  36 32 45.69282(N)    082 39 18.51802(W)     ADJUSTED  
 GA1272* NAVD 88     -       403.740  (meters)    1324.60   (feet)  ADJUSTED  
 GA1272  ___________________________________________________________________
 GA1272  X           -     655,882.614 (meters)                     COMP
 GA1272  Y           -  -5,088,354.377 (meters)                     COMP
 GA1272  Z           -   3,777,260.722 (meters)                     COMP
 GA1272  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 GA1272  ELLIP HEIGHT-         372.41  (meters)          (10/23/02) GPS OBS
 GA1272  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1272  DYNAMIC HT  -         403.377 (meters)    1323.41  (feet)  COMP
 GA1272  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GA1272
 GA1272  HORZ ORDER  -  FIRST
 GA1272  VERT ORDER  -  FIRST     CLASS I
 GA1272  ELLP ORDER  -  FIRST     CLASS II
 GA1272
 GA1272.The horizontal coordinates were established by GPS observations
 GA1272.and adjusted by the National Geodetic Survey in October 2002..
 GA1272
 GA1272.The orthometric height was determined by differential leveling
 GA1272.and adjusted by the National Geodetic Survey in June 1991..
 GA1272
 GA1272.Photographs are available for this station.
 GA1272
 GA1272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1272
 GA1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1272
 GA1272.The ellipsoidal height was determined by GPS observations
 GA1272.and is referenced to NAD 83.
 GA1272
 GA1272.The geoid height was determined by GEOID03.
 GA1272
 GA1272.The dynamic height is computed by dividing the NAVD 88
 GA1272.geopotential number by the normal gravity value computed on the
 GA1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1272.degrees latitude (g = 980.6199 gals.).
 GA1272
 GA1272.The modeled gravity was interpolated from observed gravity values.
 GA1272
 GA1272;                    North         East     Units Scale Factor Converg.
 GA1272;SPC TN       -   250,621.100   899,441.222   MT  1.00002550   +1 57 29.6
 GA1272;SPC TN       -   822,246.06  2,950,916.74   sFT  1.00002550   +1 57 29.6
 GA1272;UTM  17      - 4,045,787.842   351,854.877   MT  0.99987040   -0 59 08.8
 GA1272
 GA1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1272!SPC TN       -   0.99994156  x   1.00002550  =   0.99996706
 GA1272!UTM  17      -   0.99994156  x   0.99987040  =   0.99981196
 GA1272
 GA1272                          SUPERSEDED SURVEY CONTROL
 GA1272
 GA1272  NAVD 88 (10/23/02)  403.74   (m)         1324.6    (f) LEVELING    3  
 GA1272  NGVD 29 (??/??/92)  403.883  (m)         1325.07   (f) ADJ UNCH    1 1
 GA1272
 GA1272.Superseded values are not recommended for survey control.
 GA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1272.See file dsdata.txt to determine how the superseded data were derived.
 GA1272
 GA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5185545788(NAD 83)
 GA1272_MARKER: DB = BENCH MARK DISK
 GA1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1272_SP_SET: OVERPASS
 GA1272_STAMPING: L 4 1930 1325.378
 GA1272_MARK LOGO: CGS   
 GA1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1272+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 GA1272
 GA1272  HISTORY     - Date     Condition        Report By
 GA1272  HISTORY     - 1930     MONUMENTED       CGS
 GA1272  HISTORY     - 1967     GOOD             NGS
 GA1272  HISTORY     - 20020114 GOOD             NGS
 GA1272  HISTORY     - 20050620 GOOD             CAS
 GA1272
 GA1272                          STATION DESCRIPTION
 GA1272
 GA1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1272'3.2 MI NE FROM CHURCH HILL.
 GA1272'ABOUT 3.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1272'RAILROAD FROM THE STATION AT CHURCH HILL, 0.35 MILE NORTHEAST
 GA1272'OF MILEPOST 51, 7 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GA1272'THE TRACK, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GA1272'CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR HAMMOND AVENUE, 7
 GA1272'INCHES NORTHWEST OF A PIPE RAILING, AND ABOUT 1 1/2 FEET BELOW THE
 GA1272'LEVEL OF THE TRACK.
 GA1272
 GA1272                          STATION RECOVERY (2002)
 GA1272
 GA1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1272'THIS STATION IS 3.2 MILES NORTHEAST OF CHURCH HILL ON AN OVERPASS FOR
 GA1272'THE NORFOLK AND
 GA1272'SOUTHERN RAILROAD.  THIS STATION IS LOCATED ON TOP OF AND IN THE
 GA1272'NORTHWEST QUADRANT
 GA1272'OF BRIDGE OVER HAMMOND AVENUE. THE STATION IS 0.35 MILES NORTHEAST OF
 GA1272'THE MILEPOST 51.
 GA1272' 
 GA1272'TO REACH THIS STATION FROM THE JUNCTION OF U.S. HIGHWAY 11W AND
 GA1272'HAMMOND AVENUE.
 GA1272'CONTINUE CONTINUE NORTHWEST ON HAMMOND AVENUE FOR 0.05 MILES TO THE
 GA1272'NORFOLK AND
 GA1272'SOUTHERN RAILROAD OVERPASS OVER HAMMOND AVENUE.
 GA1272' 
 GA1272'THE STATION IS 7.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA1272'NORTHWEST TRACK, 0.7
 GA1272'INCHES NORTHWEST OF PIPE RAILING, 1.5 FEET BELOW THE LEVEL OF THE
 GA1272'TRACK, 18.4 FEET ABOVE
 GA1272'THE  STREET.
 GA1272'
 GA1272
 GA1272                          STATION RECOVERY (2005)
 GA1272
 GA1272'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1153 ***********************************************************************
 FC1153  DESIGNATION -  L 40
 FC1153  PID         -  FC1153
 FC1153  STATE/COUNTY-  TN/MARION
 FC1153  USGS QUAD   -  KETNER GAP (1976)
 FC1153
 FC1153                         *CURRENT SURVEY CONTROL
 FC1153  ___________________________________________________________________
 FC1153* NAD 83(1986)-  35 08 09.     (N)    085 23 12.     (W)     SCALED    
 FC1153* NAVD 88     -       283.182  (meters)     929.07   (feet)  ADJUSTED  
 FC1153  ___________________________________________________________________
 FC1153  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FC1153  DYNAMIC HT  -         282.896 (meters)     928.13  (feet)  COMP
 FC1153  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 FC1153
 FC1153  VERT ORDER  -  SECOND    CLASS 0
 FC1153
 FC1153.The horizontal coordinates were scaled from a topographic map and have
 FC1153.an estimated accuracy of +/- 6 seconds.
 FC1153
 FC1153.The orthometric height was determined by differential leveling
 FC1153.and adjusted by the National Geodetic Survey in June 1991..
 FC1153
 FC1153.The geoid height was determined by GEOID03.
 FC1153
 FC1153.The dynamic height is computed by dividing the NAVD 88
 FC1153.geopotential number by the normal gravity value computed on the
 FC1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1153.degrees latitude (g = 980.6199 gals.).
 FC1153
 FC1153.The modeled gravity was interpolated from observed gravity values.
 FC1153
 FC1153;                    North         East    Units  Estimated Accuracy
 FC1153;SPC TN       -    89,210.      655,900.      MT  (+/- 180 meters Scaled)
 FC1153
 FC1153                          SUPERSEDED SURVEY CONTROL
 FC1153
 FC1153  NGVD 29 (??/??/92)  283.207  (m)          929.15   (f) ADJ UNCH    2 0
 FC1153
 FC1153.Superseded values are not recommended for survey control.
 FC1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1153.See file dsdata.txt to determine how the superseded data were derived.
 FC1153
 FC1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD469892(NAD 83)
 FC1153_MARKER: DB = BENCH MARK DISK
 FC1153_SETTING: 66 = SET IN ROCK OUTCROP
 FC1153_SP_SET: BEDROCK
 FC1153_STAMPING: L 40 1934
 FC1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1153+STABILITY: POSITION/ELEVATION WELL
 FC1153
 FC1153  HISTORY     - Date     Condition        Report By
 FC1153  HISTORY     - 1934     MONUMENTED       CGS
 FC1153
 FC1153                          STATION DESCRIPTION
 FC1153
 FC1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1153'9 MI W FROM CHATTANOOGA.
 FC1153'IN MARION COUNTY, 9.0 MILES WEST ALONG STATE HIGHWAY 27 FROM
 FC1153'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA,
 FC1153'HAMILTON COUNTY, ON THE EAST SIDE OF A GROUP OF SMALL BOULDERS,
 FC1153'IN THE BED-ROCK LAWN OF THE SUCK CREEK INN IN 1935, AND IN THE
 FC1153'TOP OF A LARGE TRIANGULAR-SHAPED FLAT STONE PROJECTING 3 FEET
 FC1153'ABOVE GROUND.  A STANDARD DISK, STAMPED L 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0404 ***********************************************************************
 EE0404  DESIGNATION -  L 41
 EE0404  PID         -  EE0404
 EE0404  STATE/COUNTY-  TN/HAMILTON
 EE0404  USGS QUAD   -  HOOKER (1982)
 EE0404
 EE0404                         *CURRENT SURVEY CONTROL
 EE0404  ___________________________________________________________________
 EE0404* NAD 83(1986)-  34 59 12.     (N)    085 23 30.     (W)     SCALED    
 EE0404* NAVD 88     -       208.286  (meters)     683.35   (feet)  ADJUSTED  
 EE0404  ___________________________________________________________________
 EE0404  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE0404  DYNAMIC HT  -         208.080 (meters)     682.68  (feet)  COMP
 EE0404  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 EE0404
 EE0404  VERT ORDER  -  SECOND    CLASS 0
 EE0404
 EE0404.The horizontal coordinates were scaled from a topographic map and have
 EE0404.an estimated accuracy of +/- 6 seconds.
 EE0404
 EE0404.The orthometric height was determined by differential leveling
 EE0404.and adjusted by the National Geodetic Survey in June 1991..
 EE0404
 EE0404.The geoid height was determined by GEOID03.
 EE0404
 EE0404.The dynamic height is computed by dividing the NAVD 88
 EE0404.geopotential number by the normal gravity value computed on the
 EE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0404.degrees latitude (g = 980.6199 gals.).
 EE0404
 EE0404.The modeled gravity was interpolated from observed gravity values.
 EE0404
 EE0404;                    North         East    Units  Estimated Accuracy
 EE0404;SPC TN       -    72,660.      655,550.      MT  (+/- 180 meters Scaled)
 EE0404
 EE0404                          SUPERSEDED SURVEY CONTROL
 EE0404
 EE0404  NGVD 29 (??/??/92)  208.318  (m)          683.46   (f) ADJ UNCH    2 0
 EE0404
 EE0404.Superseded values are not recommended for survey control.
 EE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0404.See file dsdata.txt to determine how the superseded data were derived.
 EE0404
 EE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD467727(NAD 83)
 EE0404_MARKER: DB = BENCH MARK DISK
 EE0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0404_STAMPING: L 41 1934
 EE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0404+STABILITY: SURFACE MOTION
 EE0404
 EE0404  HISTORY     - Date     Condition        Report By
 EE0404  HISTORY     - 1934     MONUMENTED       CGS
 EE0404  HISTORY     - 1950     GOOD             NGS
 EE0404  HISTORY     - 1970     MARK NOT FOUND   TVA
 EE0404
 EE0404                          STATION DESCRIPTION
 EE0404
 EE0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EE0404'2.1 MI NE FROM WILDWOOD.
 EE0404'IN HAMILTON COUNTY, TENNESSEE, 2.1 MILES NORTHEAST ALONG THE
 EE0404'ALABAMA GREAT SOUTHERN RAILROAD FROM WILDWOOD, DADE COUNTY,
 EE0404'GEORGIA, 1.7 MILES SOUTHWEST OF WAUHATCHIE, HAMILTON COUNTY, 0.3
 EE0404'MILE NORTHEAST OF THE TENNESSEE-GEORGIA STATE LINE, 8 POLES SOUTH
 EE0404'OF MILEPOST 7, 70 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 EE0404'11, AND 50 FEET NORTHWEST OF A ROAD CROSSING.  A STANDARD DISK,
 EE0404'STAMPED L 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EE0404
 EE0404                          STATION RECOVERY (1970)
 EE0404
 EE0404'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1970
 EE0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0979 ***********************************************************************
 FC0979  DESIGNATION -  L 42
 FC0979  PID         -  FC0979
 FC0979  STATE/COUNTY-  TN/BLEDSOE
 FC0979  USGS QUAD   -  MELVINE (1977)
 FC0979
 FC0979                         *CURRENT SURVEY CONTROL
 FC0979  ___________________________________________________________________
 FC0979* NAD 83(1986)-  35 41 47.     (N)    085 06 13.     (W)     SCALED    
 FC0979* NAVD 88     -       271.566  (meters)     890.96   (feet)  ADJUSTED  
 FC0979  ___________________________________________________________________
 FC0979  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FC0979  DYNAMIC HT  -         271.313 (meters)     890.13  (feet)  COMP
 FC0979  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FC0979
 FC0979  VERT ORDER  -  SECOND    CLASS 0
 FC0979
 FC0979.The horizontal coordinates were scaled from a topographic map and have
 FC0979.an estimated accuracy of +/- 6 seconds.
 FC0979
 FC0979.The orthometric height was determined by differential leveling
 FC0979.and adjusted by the National Geodetic Survey in June 1991..
 FC0979
 FC0979.The geoid height was determined by GEOID03.
 FC0979
 FC0979.The dynamic height is computed by dividing the NAVD 88
 FC0979.geopotential number by the normal gravity value computed on the
 FC0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0979.degrees latitude (g = 980.6199 gals.).
 FC0979
 FC0979.The modeled gravity was interpolated from observed gravity values.
 FC0979
 FC0979;                    North         East    Units  Estimated Accuracy
 FC0979;SPC TN       -   151,600.      681,130.      MT  (+/- 180 meters Scaled)
 FC0979
 FC0979                          SUPERSEDED SURVEY CONTROL
 FC0979
 FC0979  NGVD 29 (??/??/92)  271.617  (m)          891.13   (f) ADJ UNCH    2 0
 FC0979
 FC0979.Superseded values are not recommended for survey control.
 FC0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0979.See file dsdata.txt to determine how the superseded data were derived.
 FC0979
 FC0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE715519(NAD 83)
 FC0979_MARKER: DB = BENCH MARK DISK
 FC0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0979_STAMPING: L 42 1934
 FC0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0979+STABILITY: SURFACE MOTION
 FC0979
 FC0979  HISTORY     - Date     Condition        Report By
 FC0979  HISTORY     - 1934     MONUMENTED       CGS
 FC0979  HISTORY     - 1934     GOOD             NGS
 FC0979  HISTORY     - 1956     GOOD             TVA
 FC0979
 FC0979                          STATION DESCRIPTION
 FC0979
 FC0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0979'8.3 MI N FROM PIKEVILLE.
 FC0979'8.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0979'COUNTY, 55 FEET SOUTH OF THE SUNNY MEADOW SCHOOL, 49 FEET
 FC0979'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND AT THE EAST EDGE
 FC0979'OF A SIDEWALK.  A STANDARD DISK, STAMPED L 42 1934 AND SET
 FC0979'IN THE TOP OF A CONCRETE POST.
 FC0979
 FC0979                          STATION RECOVERY (1956)
 FC0979
 FC0979'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1956
 FC0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1024 ***********************************************************************
 FC1024  DESIGNATION -  L 43
 FC1024  PID         -  FC1024
 FC1024  STATE/COUNTY-  TN/VAN BUREN
 FC1024  USGS QUAD   -  SPENCER (1974)
 FC1024
 FC1024                         *CURRENT SURVEY CONTROL
 FC1024  ___________________________________________________________________
 FC1024* NAD 83(1986)-  35 44 25.     (N)    085 24 40.     (W)     SCALED    
 FC1024* NAVD 88     -       360.135  (meters)    1181.54   (feet)  ADJUSTED  
 FC1024  ___________________________________________________________________
 FC1024  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FC1024  DYNAMIC HT  -         359.801 (meters)    1180.45  (feet)  COMP
 FC1024  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FC1024
 FC1024  VERT ORDER  -  SECOND    CLASS 0
 FC1024
 FC1024.The horizontal coordinates were scaled from a topographic map and have
 FC1024.an estimated accuracy of +/- 6 seconds.
 FC1024
 FC1024.The orthometric height was determined by differential leveling
 FC1024.and adjusted by the National Geodetic Survey in June 1991..
 FC1024
 FC1024.The geoid height was determined by GEOID03.
 FC1024
 FC1024.The dynamic height is computed by dividing the NAVD 88
 FC1024.geopotential number by the normal gravity value computed on the
 FC1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1024.degrees latitude (g = 980.6199 gals.).
 FC1024
 FC1024.The modeled gravity was interpolated from observed gravity values.
 FC1024
 FC1024;                    North         East    Units  Estimated Accuracy
 FC1024;SPC TN       -   156,260.      653,270.      MT  (+/- 180 meters Scaled)
 FC1024
 FC1024                          SUPERSEDED SURVEY CONTROL
 FC1024
 FC1024  NGVD 29 (??/??/92)  360.186  (m)         1181.71   (f) ADJ UNCH    2 0
 FC1024
 FC1024.Superseded values are not recommended for survey control.
 FC1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1024.See file dsdata.txt to determine how the superseded data were derived.
 FC1024
 FC1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE436563(NAD 83)
 FC1024_MARKER: DB = BENCH MARK DISK
 FC1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1024_STAMPING: L 43 1934
 FC1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1024+STABILITY: SURFACE MOTION
 FC1024
 FC1024  HISTORY     - Date     Condition        Report By
 FC1024  HISTORY     - 1934     MONUMENTED       CGS
 FC1024  HISTORY     - 1952     GOOD             NGS
 FC1024
 FC1024                          STATION DESCRIPTION
 FC1024
 FC1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1024'4.1 MI S FROM SPENCER.
 FC1024'4.1 MILES SOUTH ALONG STATE HIGHWAY 30 FROM SPENCER, VAN BUREN
 FC1024'COUNTY, 1.1 MILES WEST UP THE MOUNTAIN FROM CANEY CREEK, IN A
 FC1024'SMALL HOLLOW, 100 FEET SOUTH OF A SHARP TURN, AND 30 FEET
 FC1024'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 18 FEET EAST OF
 FC1024'L SHAPED HEADWALL.  A STANDARD DISK, STAMPED L 43 1934 AND SET IN
 FC1024'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1051 ***********************************************************************
 FC1051  DESIGNATION -  L 44
 FC1051  PID         -  FC1051
 FC1051  STATE/COUNTY-  TN/RHEA
 FC1051  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1051
 FC1051                         *CURRENT SURVEY CONTROL
 FC1051  ___________________________________________________________________
 FC1051* NAD 83(1986)-  35 31 25.     (N)    085 02 24.     (W)     SCALED    
 FC1051* NAVD 88     -       437.948  (meters)    1436.83   (feet)  ADJUSTED  
 FC1051  ___________________________________________________________________
 FC1051  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1051  DYNAMIC HT  -         437.518 (meters)    1435.42  (feet)  COMP
 FC1051  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1051
 FC1051  VERT ORDER  -  SECOND    CLASS 0
 FC1051
 FC1051.The horizontal coordinates were scaled from a topographic map and have
 FC1051.an estimated accuracy of +/- 6 seconds.
 FC1051
 FC1051.The orthometric height was determined by differential leveling
 FC1051.and adjusted by the National Geodetic Survey in June 1991..
 FC1051
 FC1051.The geoid height was determined by GEOID03.
 FC1051
 FC1051.The dynamic height is computed by dividing the NAVD 88
 FC1051.geopotential number by the normal gravity value computed on the
 FC1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1051.degrees latitude (g = 980.6199 gals.).
 FC1051
 FC1051.The modeled gravity was interpolated from observed gravity values.
 FC1051
 FC1051;                    North         East    Units  Estimated Accuracy
 FC1051;SPC TN       -   132,490.      687,070.      MT  (+/- 180 meters Scaled)
 FC1051
 FC1051                          SUPERSEDED SURVEY CONTROL
 FC1051
 FC1051  NGVD 29 (??/??/92)  438.011  (m)         1437.04   (f) ADJ UNCH    2 0
 FC1051
 FC1051.Superseded values are not recommended for survey control.
 FC1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1051.See file dsdata.txt to determine how the superseded data were derived.
 FC1051
 FC1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE777328(NAD 83)
 FC1051_MARKER: DB = BENCH MARK DISK
 FC1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1051_STAMPING: L 44 1934
 FC1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1051+STABILITY: SURFACE MOTION
 FC1051
 FC1051  HISTORY     - Date     Condition        Report By
 FC1051  HISTORY     - 1934     MONUMENTED       CGS
 FC1051
 FC1051                          STATION DESCRIPTION
 FC1051
 FC1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1051'3.5 MI NW FROM DAYTON.
 FC1051'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA
 FC1051'COUNTY, AT CUMBERLAND SPRINGS, 120 FEET WEST OF AN ENTRANCE
 FC1051'DRIVE, 45 FEET SOUTHEAST OF A HOUSE, AND 25 FEET NORTH OF THE
 FC1051'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 44 1934
 FC1051'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2310 ***********************************************************************
 GA2310  DESIGNATION -  L 45
 GA2310  PID         -  GA2310
 GA2310  STATE/COUNTY-  TN/KNOX
 GA2310  USGS QUAD   -  GRAVESTON (1987)
 GA2310
 GA2310                         *CURRENT SURVEY CONTROL
 GA2310  ___________________________________________________________________
 GA2310* NAD 83(1986)-  36 08 21.     (N)    083 47 53.     (W)     SCALED    
 GA2310* NAVD 88     -       313.863  (meters)    1029.73   (feet)  POSTED    
 GA2310  ___________________________________________________________________
 GA2310  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2310  DYNAMIC HT  -         313.570 (meters)    1028.77  (feet)  COMP
 GA2310  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 GA2310
 GA2310  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA2310
 GA2310.The horizontal coordinates were scaled from a topographic map and have
 GA2310.an estimated accuracy of +/- 6 seconds.
 GA2310
 GA2310.The orthometric height was determined by differential leveling
 GA2310.and adjusted by the National Geodetic Survey in 1992..
 GA2310.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA2310.rate of 4.1 thru 8.0 mm/km.
 GA2310
 GA2310.The geoid height was determined by GEOID03.
 GA2310
 GA2310.The dynamic height is computed by dividing the NAVD 88
 GA2310.geopotential number by the normal gravity value computed on the
 GA2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2310.degrees latitude (g = 980.6199 gals.).
 GA2310
 GA2310.The modeled gravity was interpolated from observed gravity values.
 GA2310
 GA2310;                    North         East    Units  Estimated Accuracy
 GA2310;SPC TN       -   202,590.      798,160.      MT  (+/- 180 meters Scaled)
 GA2310
 GA2310                          SUPERSEDED SURVEY CONTROL
 GA2310
 GA2310  NGVD 29 (??/??/92)  313.937  (m)         1029.97   (f) ADJ UNCH    2 0
 GA2310
 GA2310.Superseded values are not recommended for survey control.
 GA2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2310.See file dsdata.txt to determine how the superseded data were derived.
 GA2310
 GA2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA482030(NAD 83)
 GA2310_MARKER: DB = BENCH MARK DISK
 GA2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2310_STAMPING: L 45 1934
 GA2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2310+STABILITY: SURFACE MOTION
 GA2310
 GA2310  HISTORY     - Date     Condition        Report By
 GA2310  HISTORY     - 1934     MONUMENTED       CGS
 GA2310  HISTORY     - 1949     GOOD             NGS
 GA2310
 GA2310                          STATION DESCRIPTION
 GA2310
 GA2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2310'4.4 MI N FROM MALONEYVILLE.
 GA2310'4.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2310'MALONEYVILLE, KNOX COUNTY, 5 RAILS NORTH OF MILEPOST 16, 300 FEET
 GA2310'NORTH OF A SERVICE STATION, 4 RAILS SOUTH OF A ROAD CROSSING,
 GA2310'30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTHEAST
 GA2310'OF A POLE IN THE V FORMED BY THE ROAD AND THE TRACK, 17 FEET WEST
 GA2310'OF THE WEST RAIL, AND NEAR A STEEL POST WITH A CONTROL-MARKER
 GA2310'SIGN.  A STANDARD DISK, STAMPED L 45 1934 AND SET IN THE TOP OF A
 GA2310'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2688 ***********************************************************************
 GA2688  DESIGNATION -  L 46
 GA2688  PID         -  GA2688
 GA2688  STATE/COUNTY-  TN/CLAIBORNE
 GA2688  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2688
 GA2688                         *CURRENT SURVEY CONTROL
 GA2688  ___________________________________________________________________
 GA2688* NAD 83(1986)-  36 32 57.     (N)    083 40 12.     (W)     SCALED    
 GA2688* NAVD 88     -       373.263  (meters)    1224.61   (feet)  ADJUSTED  
 GA2688  ___________________________________________________________________
 GA2688  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA2688  DYNAMIC HT  -         372.935 (meters)    1223.54  (feet)  COMP
 GA2688  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 GA2688
 GA2688  VERT ORDER  -  SECOND    CLASS 0
 GA2688
 GA2688.The horizontal coordinates were scaled from a topographic map and have
 GA2688.an estimated accuracy of +/- 6 seconds.
 GA2688
 GA2688.The orthometric height was determined by differential leveling
 GA2688.and adjusted by the National Geodetic Survey in June 1991..
 GA2688
 GA2688.The geoid height was determined by GEOID03.
 GA2688
 GA2688.The dynamic height is computed by dividing the NAVD 88
 GA2688.geopotential number by the normal gravity value computed on the
 GA2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2688.degrees latitude (g = 980.6199 gals.).
 GA2688
 GA2688.The modeled gravity was interpolated from observed gravity values.
 GA2688
 GA2688;                    North         East    Units  Estimated Accuracy
 GA2688;SPC TN       -   248,340.      808,600.      MT  (+/- 180 meters Scaled)
 GA2688
 GA2688                          SUPERSEDED SURVEY CONTROL
 GA2688
 GA2688  NGVD 29 (??/??/92)  373.409  (m)         1225.09   (f) ADJ UNCH    2 0
 GA2688
 GA2688.Superseded values are not recommended for survey control.
 GA2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2688.See file dsdata.txt to determine how the superseded data were derived.
 GA2688
 GA2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA610481(NAD 83)
 GA2688_MARKER: DB = BENCH MARK DISK
 GA2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2688_STAMPING: L 46 1934
 GA2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2688+STABILITY: SURFACE MOTION
 GA2688
 GA2688  HISTORY     - Date     Condition        Report By
 GA2688  HISTORY     - 1934     MONUMENTED       CGS
 GA2688
 GA2688                          STATION DESCRIPTION
 GA2688
 GA2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2688'AT ARTHUR.
 GA2688'AT ARTHUR, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, 6 RAILS
 GA2688'NORTH OF THE STATION, AT MILEPOST 61, 25 FEET NORTH OF THE
 GA2688'CROSSING OF STATE HIGHWAY 63, 25 FEET WEST OF THE TRACK, AND
 GA2688'3 FEET OUTSIDE A ROW OF POLES.  A STANDARD DISK, STAMPED L
 GA2688'46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0967 ***********************************************************************
 GB0967  DESIGNATION -  L 48
 GB0967  PID         -  GB0967
 GB0967  STATE/COUNTY-  TN/FENTRESS
 GB0967  USGS QUAD   -  GRIMSLEY (1984)
 GB0967
 GB0967                         *CURRENT SURVEY CONTROL
 GB0967  ___________________________________________________________________
 GB0967* NAD 83(1986)-  36 20 35.     (N)    084 57 08.     (W)     SCALED    
 GB0967* NAVD 88     -       516.072  (meters)    1693.15   (feet)  ADJUSTED  
 GB0967  ___________________________________________________________________
 GB0967  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB0967  DYNAMIC HT  -         515.615 (meters)    1691.65  (feet)  COMP
 GB0967  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 GB0967
 GB0967  VERT ORDER  -  SECOND    CLASS 0
 GB0967
 GB0967.The horizontal coordinates were scaled from a topographic map and have
 GB0967.an estimated accuracy of +/- 6 seconds.
 GB0967
 GB0967.The orthometric height was determined by differential leveling
 GB0967.and adjusted by the National Geodetic Survey in June 1991..
 GB0967
 GB0967.The geoid height was determined by GEOID03.
 GB0967
 GB0967.The dynamic height is computed by dividing the NAVD 88
 GB0967.geopotential number by the normal gravity value computed on the
 GB0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0967.degrees latitude (g = 980.6199 gals.).
 GB0967
 GB0967.The modeled gravity was interpolated from observed gravity values.
 GB0967
 GB0967;                    North         East    Units  Estimated Accuracy
 GB0967;SPC TN       -   223,480.      694,060.      MT  (+/- 180 meters Scaled)
 GB0967
 GB0967                          SUPERSEDED SURVEY CONTROL
 GB0967
 GB0967  NGVD 29 (??/??/92)  516.172  (m)         1693.47   (f) ADJ UNCH    2 0
 GB0967
 GB0967.Superseded values are not recommended for survey control.
 GB0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0967.See file dsdata.txt to determine how the superseded data were derived.
 GB0967
 GB0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF837239(NAD 83)
 GB0967_MARKER: DB = BENCH MARK DISK
 GB0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0967_STAMPING: L 48 1934
 GB0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0967+STABILITY: SURFACE MOTION
 GB0967
 GB0967  HISTORY     - Date     Condition        Report By
 GB0967  HISTORY     - 1934     MONUMENTED       CGS
 GB0967  HISTORY     - 1954     MARK NOT FOUND   USGS
 GB0967  HISTORY     - 1954     MARK NOT FOUND   NGS
 GB0967
 GB0967                          STATION DESCRIPTION
 GB0967
 GB0967'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GB0967'5.8 MI NE FROM GRIMSLEY.
 GB0967'5.8 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM GRIMSLEY,
 GB0967'FENTRESS COUNTY, 65 FEET NORTHEAST OF A SMALL DRAIN, 26 FEET
 GB0967'EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET BACK FROM THE
 GB0967'EDGE OF A BANK, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.
 GB0967'A STANDARD DISK, STAMPED L 48 1934 AND SET IN THE TOP OF A
 GB0967'CONCRETE POST.  NOTE-- THE MARK SHOULD BE LOCATED ABOUT 10
 GB0967'FEET INSIDE THE EDGE OF A CULTIVATED FIELD.  THE FARMER WHO
 GB0967'OWNS THE LAND COULD GIVE NO INFORMATION.  THE AREA WAS SEARCHED
 GB0967'BUT MARK COULD NOT BE FOUND.
 GB0967
 GB0967                          STATION RECOVERY (1954)
 GB0967
 GB0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GB0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0534 ***********************************************************************
 GB0534  DESIGNATION -  L 49
 GB0534  PID         -  GB0534
 GB0534  STATE/COUNTY-  TN/SCOTT
 GB0534  USGS QUAD   -  HUNTSVILLE (1987)
 GB0534
 GB0534                         *CURRENT SURVEY CONTROL
 GB0534  ___________________________________________________________________
 GB0534* NAD 83(1986)-  36 24 31.     (N)    084 27 18.     (W)     SCALED    
 GB0534* NAVD 88     -       383.117  (meters)    1256.94   (feet)  ADJUSTED  
 GB0534  ___________________________________________________________________
 GB0534  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GB0534  DYNAMIC HT  -         382.794 (meters)    1255.88  (feet)  COMP
 GB0534  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GB0534
 GB0534  VERT ORDER  -  SECOND    CLASS 0
 GB0534
 GB0534.The horizontal coordinates were scaled from a topographic map and have
 GB0534.an estimated accuracy of +/- 6 seconds.
 GB0534
 GB0534.The orthometric height was determined by differential leveling
 GB0534.and adjusted by the National Geodetic Survey in June 1991..
 GB0534
 GB0534.The geoid height was determined by GEOID03.
 GB0534
 GB0534.The dynamic height is computed by dividing the NAVD 88
 GB0534.geopotential number by the normal gravity value computed on the
 GB0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0534.degrees latitude (g = 980.6199 gals.).
 GB0534
 GB0534.The modeled gravity was interpolated from observed gravity values.
 GB0534
 GB0534;                    North         East    Units  Estimated Accuracy
 GB0534;SPC TN       -   231,350.      738,580.      MT  (+/- 180 meters Scaled)
 GB0534
 GB0534                          SUPERSEDED SURVEY CONTROL
 GB0534
 GB0534  NGVD 29 (??/??/92)  383.248  (m)         1257.37   (f) ADJ UNCH    2 0
 GB0534
 GB0534.Superseded values are not recommended for survey control.
 GB0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0534.See file dsdata.txt to determine how the superseded data were derived.
 GB0534
 GB0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF282322(NAD 83)
 GB0534_MARKER: DB = BENCH MARK DISK
 GB0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0534_STAMPING: L 49 1934
 GB0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0534+STABILITY: SURFACE MOTION
 GB0534
 GB0534  HISTORY     - Date     Condition        Report By
 GB0534  HISTORY     - 1934     MONUMENTED       CGS
 GB0534
 GB0534                          STATION DESCRIPTION
 GB0534
 GB0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0534'1.9 MI E FROM HUNTSVILLE.
 GB0534'1.9 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT
 GB0534'COUNTY, 0.1 MILE EAST OF A CHURCH (NEW IN 1934), 175 FEET SOUTH OF
 GB0534'A FARMHOUSE, 26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 GB0534'2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED L 49 1934 AND
 GB0534'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0584 ***********************************************************************
 GB0584  DESIGNATION -  L 50
 GB0584  PID         -  GB0584
 GB0584  STATE/COUNTY-  TN/ANDERSON
 GB0584  USGS QUAD   -  NORRIS (1990)
 GB0584
 GB0584                         *CURRENT SURVEY CONTROL
 GB0584  ___________________________________________________________________
 GB0584* NAD 83(1986)-  36 09 01.     (N)    084 07 14.     (W)     SCALED    
 GB0584* NAVD 88     -       257.943  (meters)     846.27   (feet)  ADJUSTED  
 GB0584  ___________________________________________________________________
 GB0584  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB0584  DYNAMIC HT  -         257.709 (meters)     845.50  (feet)  COMP
 GB0584  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GB0584
 GB0584  VERT ORDER  -  SECOND    CLASS 0
 GB0584
 GB0584.The horizontal coordinates were scaled from a topographic map and have
 GB0584.an estimated accuracy of +/- 6 seconds.
 GB0584
 GB0584.The orthometric height was determined by differential leveling
 GB0584.and adjusted by the National Geodetic Survey in June 1991..
 GB0584
 GB0584.The geoid height was determined by GEOID03.
 GB0584
 GB0584.The dynamic height is computed by dividing the NAVD 88
 GB0584.geopotential number by the normal gravity value computed on the
 GB0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0584.degrees latitude (g = 980.6199 gals.).
 GB0584
 GB0584.The modeled gravity was interpolated from observed gravity values.
 GB0584
 GB0584;                    North         East    Units  Estimated Accuracy
 GB0584;SPC TN       -   203,210.      769,120.      MT  (+/- 180 meters Scaled)
 GB0584
 GB0584                          SUPERSEDED SURVEY CONTROL
 GB0584
 GB0584  NGVD 29 (??/??/92)  258.079  (m)          846.71   (f) ADJ UNCH    2 0
 GB0584
 GB0584.Superseded values are not recommended for survey control.
 GB0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0584.See file dsdata.txt to determine how the superseded data were derived.
 GB0584
 GB0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF590044(NAD 83)
 GB0584_MARKER: DB = BENCH MARK DISK
 GB0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0584_STAMPING: L 50 1934
 GB0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0584+STABILITY: SURFACE MOTION
 GB0584
 GB0584  HISTORY     - Date     Condition        Report By
 GB0584  HISTORY     - 1934     MONUMENTED       CGS
 GB0584  HISTORY     - 1949     GOOD             NGS
 GB0584  HISTORY     - 1973     GOOD             TVA
 GB0584
 GB0584                          STATION DESCRIPTION
 GB0584
 GB0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0584'4.3 MI N FROM CLINTON.
 GB0584'4.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GB0584'CLINTON, ANDERSON COUNTY, AT MAPLE, 5 FEET NORTH OF THE STATION
 GB0584'SIGN, 65 FEET NORTH OF A SWITCH STAND, AND 14 FEET EAST OF THE MAIN
 GB0584'TRACK.  A STANDARD DISK, STAMPED L 50 1934 AND SET IN THE TOP
 GB0584'OF A CONCRETE POST.
 GB0584
 GB0584                          STATION RECOVERY (1973)
 GB0584
 GB0584'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0117 ***********************************************************************
 GB0117  DESIGNATION -  L 51
 GB0117  PID         -  GB0117
 GB0117  STATE/COUNTY-  TN/CAMPBELL
 GB0117  USGS QUAD   -  JELLICO EAST (1982)
 GB0117
 GB0117                         *CURRENT SURVEY CONTROL
 GB0117  ___________________________________________________________________
 GB0117* NAD 83(1986)-  36 32 52.     (N)    084 00 11.     (W)     SCALED    
 GB0117* NAVD 88     -       330.452  (meters)    1084.16   (feet)  ADJUSTED  
 GB0117  ___________________________________________________________________
 GB0117  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB0117  DYNAMIC HT  -         330.163 (meters)    1083.21  (feet)  COMP
 GB0117  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 GB0117
 GB0117  VERT ORDER  -  SECOND    CLASS 0
 GB0117
 GB0117.The horizontal coordinates were scaled from a topographic map and have
 GB0117.an estimated accuracy of +/- 6 seconds.
 GB0117
 GB0117.The orthometric height was determined by differential leveling
 GB0117.and adjusted by the National Geodetic Survey in June 1991..
 GB0117.WARNING-Repeat measurements at this control monument indicate possible
 GB0117.vertical movement.
 GB0117
 GB0117.The geoid height was determined by GEOID03.
 GB0117
 GB0117.The dynamic height is computed by dividing the NAVD 88
 GB0117.geopotential number by the normal gravity value computed on the
 GB0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0117.degrees latitude (g = 980.6199 gals.).
 GB0117
 GB0117.The modeled gravity was interpolated from observed gravity values.
 GB0117
 GB0117;                    North         East    Units  Estimated Accuracy
 GB0117;SPC TN       -   247,520.      778,790.      MT  (+/- 180 meters Scaled)
 GB0117
 GB0117                          SUPERSEDED SURVEY CONTROL
 GB0117
 GB0117  NGVD 29 (??/??/92)  330.597  (m)         1084.63   (f) ADJ UNCH    2 0
 GB0117
 GB0117.Superseded values are not recommended for survey control.
 GB0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0117.See file dsdata.txt to determine how the superseded data were derived.
 GB0117
 GB0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF682488(NAD 83)
 GB0117_MARKER: DB = BENCH MARK DISK
 GB0117_SETTING: 66 = SET IN ROCK OUTCROP
 GB0117_SP_SET: ROCK LEDGE
 GB0117_STAMPING: L 51 1934
 GB0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0117+STABILITY: POSITION/ELEVATION WELL
 GB0117
 GB0117  HISTORY     - Date     Condition        Report By
 GB0117  HISTORY     - 1934     MONUMENTED       CGS
 GB0117  HISTORY     - 1953     MARK NOT FOUND   USGS
 GB0117
 GB0117                          STATION DESCRIPTION
 GB0117
 GB0117'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GB0117'1.5 MI NW FROM ANTHRAS.
 GB0117'1.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM ANTHRAS,
 GB0117'CAMPBELL COUNTY, 11 RAILS WEST OF MILEPOST 75, 7 FEET NORTH
 GB0117'OF THE NORTH RAIL, IN THE TOP OF A SANDSTONE LEDGE, AND ABOUT
 GB0117'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED L 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0575 ***********************************************************************
 GA0575  DESIGNATION -  L 52
 GA0575  PID         -  GA0575
 GA0575  STATE/COUNTY-  TN/WASHINGTON
 GA0575  USGS QUAD   -  JOHNSON CITY (1968)
 GA0575
 GA0575                         *CURRENT SURVEY CONTROL
 GA0575  ___________________________________________________________________
 GA0575* NAD 83(1986)-  36 18 53.     (N)    082 21 10.     (W)     SCALED    
 GA0575* NAVD 88     -       495.447  (meters)    1625.48   (feet)  ADJUSTED  
 GA0575  ___________________________________________________________________
 GA0575  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0575  DYNAMIC HT  -         494.978 (meters)    1623.94  (feet)  COMP
 GA0575  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 GA0575
 GA0575  VERT ORDER  -  SECOND    CLASS 0
 GA0575
 GA0575.The horizontal coordinates were scaled from a topographic map and have
 GA0575.an estimated accuracy of +/- 6 seconds.
 GA0575
 GA0575.The orthometric height was determined by differential leveling
 GA0575.and adjusted by the National Geodetic Survey in June 1991..
 GA0575
 GA0575.The geoid height was determined by GEOID03.
 GA0575
 GA0575.The dynamic height is computed by dividing the NAVD 88
 GA0575.geopotential number by the normal gravity value computed on the
 GA0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0575.degrees latitude (g = 980.6199 gals.).
 GA0575
 GA0575.The modeled gravity was interpolated from observed gravity values.
 GA0575
 GA0575;                    North         East    Units  Estimated Accuracy
 GA0575;SPC TN       -   225,940.      927,450.      MT  (+/- 180 meters Scaled)
 GA0575
 GA0575                          SUPERSEDED SURVEY CONTROL
 GA0575
 GA0575  NGVD 29 (??/??/92)  495.591  (m)         1625.95   (f) ADJ UNCH    2 0
 GA0575
 GA0575.Superseded values are not recommended for survey control.
 GA0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0575.See file dsdata.txt to determine how the superseded data were derived.
 GA0575
 GA0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA785197(NAD 83)
 GA0575_MARKER: DB = BENCH MARK DISK
 GA0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0575_STAMPING: L 52 1934
 GA0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0575+STABILITY: SURFACE MOTION
 GA0575
 GA0575  HISTORY     - Date     Condition        Report By
 GA0575  HISTORY     - 1934     MONUMENTED       CGS
 GA0575  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0575
 GA0575                          STATION DESCRIPTION
 GA0575
 GA0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0575'AT JOHNSON CITY.
 GA0575'AT JOHNSON CITY, WASHINGTON COUNTY, ON THE CLINCHFIELD RAILROAD,
 GA0575'AT THE NORTHEAST CORNER OF THE BUS TERMINAL YARD, 16 FEET WEST
 GA0575'OF THE NEAR SIDING RAIL, AND 2 FEET SOUTHWEST OF THE SIDEWALKS.  A
 GA0575'STANDARD DISK, STAMPED L 52 1934 AND SET IN THE TOP OF A CONCRETE
 GA0575'POST.
 GA0575
 GA0575                          STATION RECOVERY (2001)
 GA0575
 GA0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0575'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1205 ***********************************************************************
 FB1205  DESIGNATION -  L 53
 FB1205  PID         -  FB1205
 FB1205  STATE/COUNTY-  TN/SEVIER
 FB1205  USGS QUAD   -  MOUNT LE CONTE (1964)
 FB1205
 FB1205                         *CURRENT SURVEY CONTROL
 FB1205  ___________________________________________________________________
 FB1205* NAD 83(1986)-  35 38 20.     (N)    083 29 17.     (W)     SCALED    
 FB1205* NAVD 88     -       945.321  (meters)    3101.44   (feet)  ADJUSTED  
 FB1205  ___________________________________________________________________
 FB1205  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FB1205  DYNAMIC HT  -         944.295 (meters)    3098.07  (feet)  COMP
 FB1205  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 FB1205
 FB1205  VERT ORDER  -  SECOND    CLASS 0
 FB1205
 FB1205.The horizontal coordinates were scaled from a topographic map and have
 FB1205.an estimated accuracy of +/- 6 seconds.
 FB1205
 FB1205.The orthometric height was determined by differential leveling
 FB1205.and adjusted by the National Geodetic Survey in June 1991..
 FB1205
 FB1205.The geoid height was determined by GEOID03.
 FB1205
 FB1205.The dynamic height is computed by dividing the NAVD 88
 FB1205.geopotential number by the normal gravity value computed on the
 FB1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1205.degrees latitude (g = 980.6199 gals.).
 FB1205
 FB1205.The modeled gravity was interpolated from observed gravity values.
 FB1205
 FB1205;                    North         East    Units  Estimated Accuracy
 FB1205;SPC TN       -   147,770.      827,480.      MT  (+/- 180 meters Scaled)
 FB1205
 FB1205                          SUPERSEDED SURVEY CONTROL
 FB1205
 FB1205  NGVD 29 (??/??/92)  945.361  (m)         3101.57   (f) ADJ UNCH    2 0
 FB1205
 FB1205.Superseded values are not recommended for survey control.
 FB1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1205.See file dsdata.txt to determine how the superseded data were derived.
 FB1205
 FB1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV747467(NAD 83)
 FB1205_MARKER: DB = BENCH MARK DISK
 FB1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1205_STAMPING: L 53 1934
 FB1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1205+STABILITY: SURFACE MOTION
 FB1205
 FB1205  HISTORY     - Date     Condition        Report By
 FB1205  HISTORY     - 1934     MONUMENTED       CGS
 FB1205  HISTORY     - 1934     GOOD             NGS
 FB1205
 FB1205                          STATION DESCRIPTION
 FB1205
 FB1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1205'8.3 MI SE FROM GATLINBURG.
 FB1205'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1205'SEVIER COUNTY, AT THE EDGE OF A SMALL HOLLOW, AND 35 FEET EAST
 FB1205'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FB1205'L 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0160 ***********************************************************************
 FC0160  DESIGNATION -  L 54
 FC0160  PID         -  FC0160
 FC0160  STATE/COUNTY-  TN/MONROE
 FC0160  USGS QUAD   -  VONORE (1986)
 FC0160
 FC0160                         *CURRENT SURVEY CONTROL
 FC0160  ___________________________________________________________________
 FC0160* NAD 83(1986)-  35 34 03.     (N)    084 08 36.     (W)     SCALED    
 FC0160* NAVD 88     -       248.373  (meters)     814.87   (feet)  ADJUSTED  
 FC0160  ___________________________________________________________________
 FC0160  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FC0160  DYNAMIC HT  -         248.136 (meters)     814.09  (feet)  COMP
 FC0160  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FC0160
 FC0160  VERT ORDER  -  SECOND    CLASS 0
 FC0160
 FC0160.The horizontal coordinates were scaled from a topographic map and have
 FC0160.an estimated accuracy of +/- 6 seconds.
 FC0160
 FC0160.The orthometric height was determined by differential leveling
 FC0160.and adjusted by the National Geodetic Survey in June 1991..
 FC0160
 FC0160.The geoid height was determined by GEOID03.
 FC0160
 FC0160.The dynamic height is computed by dividing the NAVD 88
 FC0160.geopotential number by the normal gravity value computed on the
 FC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0160.degrees latitude (g = 980.6199 gals.).
 FC0160
 FC0160.The modeled gravity was interpolated from observed gravity values.
 FC0160
 FC0160;                    North         East    Units  Estimated Accuracy
 FC0160;SPC TN       -   138,530.      768,300.      MT  (+/- 180 meters Scaled)
 FC0160
 FC0160                          SUPERSEDED SURVEY CONTROL
 FC0160
 FC0160  NGVD 29 (??/??/92)  248.494  (m)          815.27   (f) ADJ UNCH    2 0
 FC0160
 FC0160.Superseded values are not recommended for survey control.
 FC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0160.See file dsdata.txt to determine how the superseded data were derived.
 FC0160
 FC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE588397(NAD 83)
 FC0160_MARKER: DB = BENCH MARK DISK
 FC0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0160_STAMPING: L 54 1934
 FC0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0160+STABILITY: SURFACE MOTION
 FC0160
 FC0160  HISTORY     - Date     Condition        Report By
 FC0160  HISTORY     - 1934     MONUMENTED       CGS
 FC0160
 FC0160                          STATION DESCRIPTION
 FC0160
 FC0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0160'AT BACONS SPRINGS.
 FC0160'AT BACON SPRINGS, MONROE COUNTY, ON STATE HIGHWAY 72, AT THE
 FC0160'FOOT OF A HILL, OPPOSITE A LARGE BARN, 40 FEET NORTH OF A
 FC0160'SPRINGHOUSE, AND 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 FC0160'A STANDARD DISK, STAMPED L 54 1934 AND SET IN THE TOP OF A
 FC0160'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1570 ***********************************************************************
 GA1570  DESIGNATION -  L 55
 GA1570  PID         -  GA1570
 GA1570  STATE/COUNTY-  TN/HAWKINS
 GA1570  USGS QUAD   -  KYLES FORD (1969)
 GA1570
 GA1570                         *CURRENT SURVEY CONTROL
 GA1570  ___________________________________________________________________
 GA1570* NAD 83(1986)-  36 30 15.     (N)    083 01 04.     (W)     SCALED    
 GA1570* NAVD 88     -       482.361  (meters)    1582.55   (feet)  ADJUSTED  
 GA1570  ___________________________________________________________________
 GA1570  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1570  DYNAMIC HT  -         481.923 (meters)    1581.11  (feet)  COMP
 GA1570  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GA1570
 GA1570  VERT ORDER  -  SECOND    CLASS 0
 GA1570
 GA1570.The horizontal coordinates were scaled from a topographic map and have
 GA1570.an estimated accuracy of +/- 6 seconds.
 GA1570
 GA1570.The orthometric height was determined by differential leveling
 GA1570.and adjusted by the National Geodetic Survey in June 1991..
 GA1570
 GA1570.The geoid height was determined by GEOID03.
 GA1570
 GA1570.The dynamic height is computed by dividing the NAVD 88
 GA1570.geopotential number by the normal gravity value computed on the
 GA1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1570.degrees latitude (g = 980.6199 gals.).
 GA1570
 GA1570.The modeled gravity was interpolated from observed gravity values.
 GA1570
 GA1570;                    North         East    Units  Estimated Accuracy
 GA1570;SPC TN       -   244,930.      867,130.      MT  (+/- 180 meters Scaled)
 GA1570
 GA1570                          SUPERSEDED SURVEY CONTROL
 GA1570
 GA1570  NGVD 29 (??/??/92)  482.503  (m)         1583.01   (f) ADJ UNCH    2 0
 GA1570
 GA1570.Superseded values are not recommended for survey control.
 GA1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1570.See file dsdata.txt to determine how the superseded data were derived.
 GA1570
 GA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA192417(NAD 83)
 GA1570_MARKER: DB = BENCH MARK DISK
 GA1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1570+STABILITY: SURFACE MOTION
 GA1570
 GA1570  HISTORY     - Date     Condition        Report By
 GA1570  HISTORY     - UNK      MONUMENTED       CGS
 GA1570  HISTORY     - 1934     GOOD             NGS
 GA1570
 GA1570                          STATION DESCRIPTION
 GA1570
 GA1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1570'11.2 MI N FROM ROGERSVILLE.
 GA1570'ALONG STATE HIGHWAY 70, AT THE FIRST SWITCHBACK GOING UP CLINCH
 GA1570'MOUNTAIN, 45 FEET NORTH OF CENTER OF HIGHWAY FROM CENTER OF
 GA1570'SWITCHBACK, WHERE ROAD TURNS FROM GOING WEST TO GOING EAST,
 GA1570'3 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1571 ***********************************************************************
 GA1571  DESIGNATION -  L 55 RESET
 GA1571  PID         -  GA1571
 GA1571  STATE/COUNTY-  TN/HAWKINS
 GA1571  USGS QUAD   -  KYLES FORD (1969)
 GA1571
 GA1571                         *CURRENT SURVEY CONTROL
 GA1571  ___________________________________________________________________
 GA1571* NAD 83(1986)-  36 30 15.     (N)    083 01 04.     (W)     SCALED    
 GA1571* NAVD 88     -       483.20   (+/-2cm)    1585.3    (feet)  VERTCON   
 GA1571  ___________________________________________________________________
 GA1571  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1571
 GA1571  VERT ORDER  -  THIRD (See Below)
 GA1571
 GA1571.The horizontal coordinates were scaled from a topographic map and have
 GA1571.an estimated accuracy of +/- 6 seconds.
 GA1571
 GA1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1571.The vertical order pertains to the NGVD 29 superseded value.
 GA1571
 GA1571.The geoid height was determined by GEOID03.
 GA1571
 GA1571;                    North         East    Units  Estimated Accuracy
 GA1571;SPC TN       -   244,930.      867,130.      MT  (+/- 180 meters Scaled)
 GA1571
 GA1571                          SUPERSEDED SURVEY CONTROL
 GA1571
 GA1571  NGVD 29 (??/??/??)  483.34   (m)         1585.8    (f) RESET       3  
 GA1571
 GA1571.Superseded values are not recommended for survey control.
 GA1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1571.See file dsdata.txt to determine how the superseded data were derived.
 GA1571
 GA1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA192417(NAD 83)
 GA1571_MARKER: DD = SURVEY DISK
 GA1571_SETTING: 0 = UNSPECIFIED SETTING
 GA1571_STAMPING: L 55 RESET 1950
 GA1571_MARK LOGO: TVA   
 GA1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1571
 GA1571  HISTORY     - Date     Condition        Report By
 GA1571  HISTORY     - 1950     MONUMENTED       TVA
 GA1571
 GA1571                          STATION DESCRIPTION
 GA1571
 GA1571'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA1571'11 MI N FROM ROGERSVILLE.
 GA1571'11 MILES NORTH ALONG STATE HIGHWAY 70 FROM THE POST OFFICE
 GA1571'AT ROGERSVILLE, ON THE SOUTHEAST SLOPE OF CLINCH MOUNTAIN,
 GA1571'AT THE FIRST SWITCHBACK IN THE NEW HIGHWAY FROM THE FOOT OF THE
 GA1571'MOUNTAIN, 210 FEET NORTH OF THE CENTERLINE OF THE NEW HIGHWAY,
 GA1571'50 FEET NORTH OF THE NORTHEAST SIDE OF THE HIGHWAY RIGHT-OF-WAY,
 GA1571'71 FEET SOUTHWEST OF THE CENTERLINE OF A SMALL DRAIN, 21.2 FEET
 GA1571'SOUTHWEST OF A NAIL AND BOTTLE CAP IN A 3-PRONGED 12-INCH
 GA1571'HICKORY, 29 FEET SOUTHEAST OF A NAIL AND BOTTLE CAP IN A 15-INCH
 GA1571'CHESTNUT OAK, 13.6 FEET NORTH OF A NAIL AND BOTTLE CAP IN A
 GA1571'4-INCH DOGWOOD AND 1.2 FEET SOUTHWEST OF A STEEL POST WITH
 GA1571'CONTROL-MARKER SIGN.  THIS BENCH MARK WAS ESTABLISHED AND ITS
 GA1571'ELEVATION DETERMINED BY ENGINEERS OF THE TENNESSEE VALLEY
 GA1571'AUTHORITY IN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0748 ***********************************************************************
 GA0748  DESIGNATION -  L 56
 GA0748  PID         -  GA0748
 GA0748  STATE/COUNTY-  TN/GREENE
 GA0748  USGS QUAD   -  GREENEVILLE (1961)
 GA0748
 GA0748                         *CURRENT SURVEY CONTROL
 GA0748  ___________________________________________________________________
 GA0748* NAD 83(1986)-  36 10 35.     (N)    082 48 30.     (W)     SCALED    
 GA0748* NAVD 88     -       477.698  (meters)    1567.25   (feet)  ADJUSTED  
 GA0748  ___________________________________________________________________
 GA0748  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GA0748  DYNAMIC HT  -         477.245 (meters)    1565.76  (feet)  COMP
 GA0748  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 GA0748
 GA0748  VERT ORDER  -  SECOND    CLASS 0
 GA0748
 GA0748.The horizontal coordinates were scaled from a topographic map and have
 GA0748.an estimated accuracy of +/- 6 seconds.
 GA0748
 GA0748.The orthometric height was determined by differential leveling
 GA0748.and adjusted by the National Geodetic Survey in June 1991..
 GA0748
 GA0748.The geoid height was determined by GEOID03.
 GA0748
 GA0748.The dynamic height is computed by dividing the NAVD 88
 GA0748.geopotential number by the normal gravity value computed on the
 GA0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0748.degrees latitude (g = 980.6199 gals.).
 GA0748
 GA0748.The modeled gravity was interpolated from observed gravity values.
 GA0748
 GA0748;                    North         East    Units  Estimated Accuracy
 GA0748;SPC TN       -   209,170.      887,070.      MT  (+/- 180 meters Scaled)
 GA0748
 GA0748                          SUPERSEDED SURVEY CONTROL
 GA0748
 GA0748  NGVD 29 (??/??/92)  477.824  (m)         1567.66   (f) ADJ UNCH    2 0
 GA0748
 GA0748.Superseded values are not recommended for survey control.
 GA0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0748.See file dsdata.txt to determine how the superseded data were derived.
 GA0748
 GA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA373050(NAD 83)
 GA0748_MARKER: DB = BENCH MARK DISK
 GA0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0748_STAMPING: L 56 1934
 GA0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0748+STABILITY: SURFACE MOTION
 GA0748
 GA0748  HISTORY     - Date     Condition        Report By
 GA0748  HISTORY     - 1934     MONUMENTED       CGS
 GA0748  HISTORY     - 1961     MARK NOT FOUND   NGS
 GA0748
 GA0748                          STATION DESCRIPTION
 GA0748
 GA0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0748'1.8 MI NE FROM GREENEVILLE.
 GA0748'1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0748'AT GREENEVILLE, GREENE COUNTY, AT MILEAGE 54.9, 30 FEET WEST OF
 GA0748'PRIVATE CROSSING, 20 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 GA0748'TRACK, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 GA0748'L 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0634 ***********************************************************************
 GA0634  DESIGNATION -  L 57
 GA0634  PID         -  GA0634
 GA0634  STATE/COUNTY-  TN/WASHINGTON
 GA0634  USGS QUAD   -  BOONE DAM (1968)
 GA0634
 GA0634                         *CURRENT SURVEY CONTROL
 GA0634  ___________________________________________________________________
 GA0634* NAD 83(1986)-  36 22 42.     (N)    082 26 15.     (W)     SCALED    
 GA0634* NAVD 88     -       492.639  (meters)    1616.27   (feet)  ADJUSTED  
 GA0634  ___________________________________________________________________
 GA0634  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0634  DYNAMIC HT  -         492.175 (meters)    1614.74  (feet)  COMP
 GA0634  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 GA0634
 GA0634  VERT ORDER  -  SECOND    CLASS 0
 GA0634
 GA0634.The horizontal coordinates were scaled from a topographic map and have
 GA0634.an estimated accuracy of +/- 6 seconds.
 GA0634
 GA0634.The orthometric height was determined by differential leveling
 GA0634.and adjusted by the National Geodetic Survey in June 1991..
 GA0634
 GA0634.The geoid height was determined by GEOID03.
 GA0634
 GA0634.The dynamic height is computed by dividing the NAVD 88
 GA0634.geopotential number by the normal gravity value computed on the
 GA0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0634.degrees latitude (g = 980.6199 gals.).
 GA0634
 GA0634.The modeled gravity was interpolated from observed gravity values.
 GA0634
 GA0634;                    North         East    Units  Estimated Accuracy
 GA0634;SPC TN       -   232,710.      919,590.      MT  (+/- 180 meters Scaled)
 GA0634
 GA0634                          SUPERSEDED SURVEY CONTROL
 GA0634
 GA0634  NGVD 29 (??/??/92)  492.785  (m)         1616.75   (f) ADJ UNCH    2 0
 GA0634
 GA0634.Superseded values are not recommended for survey control.
 GA0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0634.See file dsdata.txt to determine how the superseded data were derived.
 GA0634
 GA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA710268(NAD 83)
 GA0634_MARKER: DB = BENCH MARK DISK
 GA0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0634_STAMPING: L 57 1934
 GA0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0634+STABILITY: SURFACE MOTION
 GA0634
 GA0634  HISTORY     - Date     Condition        Report By
 GA0634  HISTORY     - 1934     MONUMENTED       CGS
 GA0634  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 GA0634
 GA0634                          STATION DESCRIPTION
 GA0634
 GA0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0634'8.7 MI NW FROM JOHNSON CITY.
 GA0634'8.7 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0634'CITY, WASHINGTON COUNTY, 20 RAILS NORTH OF THE STATION AT BOONE,
 GA0634'AT MILEAGE 111.5, 16 FEET NORTH OF A PRIVATE-ROAD CROSSING,
 GA0634'24 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 9 FEET NORTH OF A
 GA0634'CORNER FENCE POST.  A STANDARD DISK, STAMPED L 57 1934 AND SET
 GA0634'IN THE TOP OF A CONCRETE POST.
 GA0634
 GA0634                          STATION RECOVERY (1979)
 GA0634
 GA0634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GA0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0562 ***********************************************************************
 GA0562  DESIGNATION -  L 58
 GA0562  PID         -  GA0562
 GA0562  STATE/COUNTY-  TN/WASHINGTON
 GA0562  USGS QUAD   -  JONESBOROUGH (1968)
 GA0562
 GA0562                         *CURRENT SURVEY CONTROL
 GA0562  ___________________________________________________________________
 GA0562* NAD 83(1986)-  36 18 27.     (N)    082 26 09.     (W)     SCALED    
 GA0562* NAVD 88     -       542.324  (meters)    1779.27   (feet)  ADJUSTED  
 GA0562  ___________________________________________________________________
 GA0562  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0562  DYNAMIC HT  -         541.809 (meters)    1777.59  (feet)  COMP
 GA0562  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 GA0562
 GA0562  VERT ORDER  -  SECOND    CLASS 0
 GA0562
 GA0562.The horizontal coordinates were scaled from a topographic map and have
 GA0562.an estimated accuracy of +/- 6 seconds.
 GA0562
 GA0562.The orthometric height was determined by differential leveling
 GA0562.and adjusted by the National Geodetic Survey in June 1991..
 GA0562
 GA0562.The geoid height was determined by GEOID03.
 GA0562
 GA0562.The dynamic height is computed by dividing the NAVD 88
 GA0562.geopotential number by the normal gravity value computed on the
 GA0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0562.degrees latitude (g = 980.6199 gals.).
 GA0562
 GA0562.The modeled gravity was interpolated from observed gravity values.
 GA0562
 GA0562;                    North         East    Units  Estimated Accuracy
 GA0562;SPC TN       -   224,860.      920,030.      MT  (+/- 180 meters Scaled)
 GA0562
 GA0562                          SUPERSEDED SURVEY CONTROL
 GA0562
 GA0562  NGVD 29 (??/??/92)  542.459  (m)         1779.72   (f) ADJ UNCH    2 0
 GA0562
 GA0562.Superseded values are not recommended for survey control.
 GA0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0562.See file dsdata.txt to determine how the superseded data were derived.
 GA0562
 GA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA710190(NAD 83)
 GA0562_MARKER: DB = BENCH MARK DISK
 GA0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0562_STAMPING: L 58 1934
 GA0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0562+STABILITY: SURFACE MOTION
 GA0562
 GA0562  HISTORY     - Date     Condition        Report By
 GA0562  HISTORY     - 1934     MONUMENTED       CGS
 GA0562  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0562
 GA0562                          STATION DESCRIPTION
 GA0562
 GA0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0562'3.1 MI E FROM JONESBORO.
 GA0562'3.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0562'JONESBORO, WASHINGTON COUNTY, 85 FEET WEST OF MILEPOST 30, 30
 GA0562'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 3 FEET NORTH
 GA0562'OF A FENCE.  A STANDARD DISK, STAMPED L 58 1934 AND SET IN THE
 GA0562'TOP OF A CONCRETE POST.
 GA0562
 GA0562                          STATION RECOVERY (2001)
 GA0562
 GA0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0806 ***********************************************************************
 GD0806  DESIGNATION -  L 59
 GD0806  PID         -  GD0806
 GD0806  STATE/COUNTY-  TN/DYER
 GD0806  USGS QUAD   -  DYERSBURG (1983)
 GD0806
 GD0806                         *CURRENT SURVEY CONTROL
 GD0806  ___________________________________________________________________
 GD0806* NAD 83(1986)-  36 02 02.     (N)    089 27 41.     (W)     SCALED    
 GD0806* NAVD 88     -        84.754  (meters)     278.06   (feet)  ADJUSTED  
 GD0806  ___________________________________________________________________
 GD0806  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0806  DYNAMIC HT  -          84.682 (meters)     277.83  (feet)  COMP
 GD0806  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GD0806
 GD0806  VERT ORDER  -  SECOND    CLASS 0
 GD0806
 GD0806.The horizontal coordinates were scaled from a topographic map and have
 GD0806.an estimated accuracy of +/- 6 seconds.
 GD0806
 GD0806.The orthometric height was determined by differential leveling
 GD0806.and adjusted by the National Geodetic Survey in June 1991..
 GD0806
 GD0806.The geoid height was determined by GEOID03.
 GD0806
 GD0806.The dynamic height is computed by dividing the NAVD 88
 GD0806.geopotential number by the normal gravity value computed on the
 GD0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0806.degrees latitude (g = 980.6199 gals.).
 GD0806
 GD0806.The modeled gravity was interpolated from observed gravity values.
 GD0806
 GD0806;                    North         East    Units  Estimated Accuracy
 GD0806;SPC TN       -   194,190.      288,120.      MT  (+/- 180 meters Scaled)
 GD0806
 GD0806                          SUPERSEDED SURVEY CONTROL
 GD0806
 GD0806  NGVD 29 (??/??/??)   84.680  (m)          277.82   (f) ADJUSTED    2 0
 GD0806
 GD0806.Superseded values are not recommended for survey control.
 GD0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0806.See file dsdata.txt to determine how the superseded data were derived.
 GD0806
 GD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE782905(NAD 83)
 GD0806_MARKER: DB = BENCH MARK DISK
 GD0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0806_STAMPING: L 59 1935
 GD0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0806+STABILITY: SURFACE MOTION
 GD0806
 GD0806  HISTORY     - Date     Condition        Report By
 GD0806  HISTORY     - 1935     MONUMENTED       CGS
 GD0806  HISTORY     - 1957     GOOD             CGS
 GD0806  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD0806
 GD0806                          STATION DESCRIPTION
 GD0806
 GD0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0806'1 MI E FROM FINLEY.
 GD0806'ABOUT 1.0 MILES EAST ALONG STATE HIGHWAY 20 FROM THE METHODIST
 GD0806'CHURCH AT FINLEY, NEAR THE SOUTHWEST CORNER OF LAWN OF A WHITE
 GD0806'FRAME HOUSE, 33 FEET NORTH OF CENTER LINE OF HIGHWAY, 52 FEET
 GD0806'WEST OF CENTER LINE OF GRAVEL DRIVE TO HOUSE, 162 FEET SOUTHWEST
 GD0806'OF SOUTHWEST CORNER OF HOUSE, 9 FEET NORTHWEST OF AN 18-INCH LOCUST
 GD0806'TREE, 10 FEET NORTHEAST OF A 12-INCH LOCUST TREE, 3 FEET SOUTHEAST
 GD0806'OF A FENCE LINE, ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY AND SET
 GD0806'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GD0806
 GD0806                          STATION RECOVERY (2002)
 GD0806
 GD0806'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3126 ***********************************************************************
 GA3126  DESIGNATION -  L 59
 GA3126  PID         -  GA3126
 GA3126  STATE/COUNTY-  TN/WASHINGTON
 GA3126  USGS QUAD   -  CHUCKEY (1971)
 GA3126
 GA3126                         *CURRENT SURVEY CONTROL
 GA3126  ___________________________________________________________________
 GA3126* NAD 83(1986)-  36 13 32.     (N)    082 37 53.     (W)     SCALED    
 GA3126* NAVD 88     -       424.622  (meters)    1393.11   (feet)  ADJUSTED  
 GA3126  ___________________________________________________________________
 GA3126  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA3126  DYNAMIC HT  -         424.215 (meters)    1391.78  (feet)  COMP
 GA3126  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 GA3126
 GA3126  VERT ORDER  -  SECOND    CLASS 0
 GA3126
 GA3126.The horizontal coordinates were scaled from a topographic map and have
 GA3126.an estimated accuracy of +/- 6 seconds.
 GA3126
 GA3126.The orthometric height was determined by differential leveling
 GA3126.and adjusted by the National Geodetic Survey in June 1991..
 GA3126
 GA3126.The geoid height was determined by GEOID03.
 GA3126
 GA3126.The dynamic height is computed by dividing the NAVD 88
 GA3126.geopotential number by the normal gravity value computed on the
 GA3126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3126.degrees latitude (g = 980.6199 gals.).
 GA3126
 GA3126.The modeled gravity was interpolated from observed gravity values.
 GA3126
 GA3126;                    North         East    Units  Estimated Accuracy
 GA3126;SPC TN       -   215,150.      902,790.      MT  (+/- 180 meters Scaled)
 GA3126
 GA3126                          SUPERSEDED SURVEY CONTROL
 GA3126
 GA3126  NGVD 29 (??/??/92)  424.764  (m)         1393.58   (f) ADJ UNCH    2 0
 GA3126
 GA3126.Superseded values are not recommended for survey control.
 GA3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3126.See file dsdata.txt to determine how the superseded data were derived.
 GA3126
 GA3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA533102(NAD 83)
 GA3126_MARKER: DB = BENCH MARK DISK
 GA3126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3126_STAMPING: L 59 1934
 GA3126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3126+STABILITY: SURFACE MOTION
 GA3126
 GA3126  HISTORY     - Date     Condition        Report By
 GA3126  HISTORY     - 1934     MONUMENTED       CGS
 GA3126  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA3126
 GA3126                          STATION DESCRIPTION
 GA3126
 GA3126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA3126'AT LIMESTONE.
 GA3126'AT LIMESTONE, WASHINGTON COUNTY, 36 FEET EAST OF THE EAST SIDE
 GA3126'OF THE SOUTHERN RAILWAY STATION, IN THE STATION PARK, 22 FEET
 GA3126'NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 5 FEET NORTHEAST
 GA3126'OF A POLE.  A STANDARD DISK, STAMPED L 59 1934 AND SET IN THE
 GA3126'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0146 ***********************************************************************
 FD0146  DESIGNATION -  L 6
 FD0146  PID         -  FD0146
 FD0146  STATE/COUNTY-  TN/BEDFORD
 FD0146  USGS QUAD   -  NORMANDY (1983)
 FD0146
 FD0146                         *CURRENT SURVEY CONTROL
 FD0146  ___________________________________________________________________
 FD0146* NAD 83(1986)-  35 27 20.     (N)    086 15 36.     (W)     SCALED    
 FD0146* NAVD 88     -       250.766  (meters)     822.72   (feet)  ADJUSTED  
 FD0146  ___________________________________________________________________
 FD0146  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD0146  DYNAMIC HT  -         250.529 (meters)     821.94  (feet)  COMP
 FD0146  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 FD0146
 FD0146  VERT ORDER  -  FIRST     CLASS II
 FD0146
 FD0146.The horizontal coordinates were scaled from a topographic map and have
 FD0146.an estimated accuracy of +/- 6 seconds.
 FD0146
 FD0146.The orthometric height was determined by differential leveling
 FD0146.and adjusted by the National Geodetic Survey in June 1991..
 FD0146
 FD0146.The geoid height was determined by GEOID03.
 FD0146
 FD0146.The dynamic height is computed by dividing the NAVD 88
 FD0146.geopotential number by the normal gravity value computed on the
 FD0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0146.degrees latitude (g = 980.6199 gals.).
 FD0146
 FD0146.The modeled gravity was interpolated from observed gravity values.
 FD0146
 FD0146;                    North         East    Units  Estimated Accuracy
 FD0146;SPC TN       -   124,540.      576,400.      MT  (+/- 180 meters Scaled)
 FD0146
 FD0146                          SUPERSEDED SURVEY CONTROL
 FD0146
 FD0146  NGVD 29 (??/??/92)  250.756  (m)          822.69   (f) ADJ UNCH    1 2
 FD0146
 FD0146.Superseded values are not recommended for survey control.
 FD0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0146.See file dsdata.txt to determine how the superseded data were derived.
 FD0146
 FD0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE671238(NAD 83)
 FD0146_MARKER: DB = BENCH MARK DISK
 FD0146_SETTING: 66 = SET IN ROCK OUTCROP
 FD0146_SP_SET: SET IN ROCK OUTCROP
 FD0146_STAMPING: 823.040 L 6 1930
 FD0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0146+STABILITY: POSITION/ELEVATION WELL
 FD0146
 FD0146  HISTORY     - Date     Condition        Report By
 FD0146  HISTORY     - 1930     MONUMENTED       CGS
 FD0146  HISTORY     - 1935     GOOD             NGS
 FD0146  HISTORY     - 1959     MARK NOT FOUND   TVA
 FD0146
 FD0146                          STATION DESCRIPTION
 FD0146
 FD0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FD0146'0.2 MI N FROM NORMANDY.
 FD0146'0.2 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0146'RAILWAY FROM NORMANDY, BEDFORD COUNTY, OPPOSITE POLE 61/30,
 FD0146'5.3 FEET WEST OF THE WEST RAIL OF THE WEST SIDING, IN THE
 FD0146'PROJECTION OF A ROCK CUT, AND 18 INCHES ABOVE THE GROUND.  A
 FD0146'STANDARD DISK, STAMPED 823.040 L 6 1930.
 FD0146
 FD0146                          STATION RECOVERY (1959)
 FD0146
 FD0146'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1959
 FD0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0882 ***********************************************************************
 FE0882  DESIGNATION -  L 60
 FE0882  PID         -  FE0882
 FE0882  STATE/COUNTY-  TN/GIBSON
 FE0882  USGS QUAD   -  FRIENDSHIP (1981)
 FE0882
 FE0882                         *CURRENT SURVEY CONTROL
 FE0882  ___________________________________________________________________
 FE0882* NAD 83(1986)-  35 59 53.     (N)    089 07 38.     (W)     SCALED    
 FE0882* NAVD 88     -       111.008  (meters)     364.20   (feet)  ADJUSTED  
 FE0882  ___________________________________________________________________
 FE0882  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0882  DYNAMIC HT  -         110.915 (meters)     363.89  (feet)  COMP
 FE0882  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 FE0882
 FE0882  VERT ORDER  -  SECOND    CLASS 0
 FE0882
 FE0882.The horizontal coordinates were scaled from a topographic map and have
 FE0882.an estimated accuracy of +/- 6 seconds.
 FE0882
 FE0882.The orthometric height was determined by differential leveling
 FE0882.and adjusted by the National Geodetic Survey in June 1991..
 FE0882
 FE0882.The geoid height was determined by GEOID03.
 FE0882
 FE0882.The dynamic height is computed by dividing the NAVD 88
 FE0882.geopotential number by the normal gravity value computed on the
 FE0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0882.degrees latitude (g = 980.6199 gals.).
 FE0882
 FE0882.The modeled gravity was interpolated from observed gravity values.
 FE0882
 FE0882;                    North         East    Units  Estimated Accuracy
 FE0882;SPC TN       -   189,200.      318,090.      MT  (+/- 180 meters Scaled)
 FE0882
 FE0882                          SUPERSEDED SURVEY CONTROL
 FE0882
 FE0882  NGVD 29 (??/??/??)  111.009  (m)          364.20   (f) ADJUSTED    2 0
 FE0882
 FE0882.Superseded values are not recommended for survey control.
 FE0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0882.See file dsdata.txt to determine how the superseded data were derived.
 FE0882
 FE0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE082858(NAD 83)
 FE0882_MARKER: DB = BENCH MARK DISK
 FE0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0882_STAMPING: L 60 1935
 FE0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0882+STABILITY: SURFACE MOTION
 FE0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0882+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0882
 FE0882  HISTORY     - Date     Condition        Report By
 FE0882  HISTORY     - 1935     MONUMENTED       CGS
 FE0882  HISTORY     - 1964     GOOD             USGS
 FE0882  HISTORY     - 20020804 GOOD             USACE
 FE0882
 FE0882                          STATION DESCRIPTION
 FE0882
 FE0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0882'0.7 MI W FROM CENTRAL.
 FE0882'0.7 MILE WEST ALONG STATE HIGHWAY 104 FROM CENTRAL, GIBSON COUNTY,
 FE0882'AT THE NORTHWEST CORNER OF THE GRAVES TAYLOR PROPERTY IN 1935,
 FE0882'160 FEET SOUTHEAST OF THE KATE BATES FARMHOUSE IN 1935, AND 35
 FE0882'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 FE0882'STAMPED L 60 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- KATE
 FE0882'BATES FARMHOUSE HAS BEEN DESTROYED BY FIRE.  THE BENCH MARK IS 120
 FE0882'FT SE OF SE CORNER OF HOME OF RAYBURN HARBER (1964)-- IN FENCE
 FE0882'CORNER ON S SIDE OF A GRAVELED DRIVE, 6 FT S OF A POWERLINE POLE,
 FE0882'AND 8 FT S OF A 4-IN WILD CHERRY TREE.
 FE0882
 FE0882                          STATION RECOVERY (1964)
 FE0882
 FE0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FE0882'RECOVERED IN GOOD CONDITION.
 FE0882
 FE0882                          STATION RECOVERY (2002)
 FE0882
 FE0882'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0882'FENCES AND TREES GONE, MARK IS AGAINST SOUTH SIDE OF POWER POLE 6 FT
 FE0882'EAST OF EAST GRAVEL DRIVE TO BRICK HOUSE AT 1073 HWY 104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1698 ***********************************************************************
 FE1698  DESIGNATION -  L 61
 FE1698  PID         -  FE1698
 FE1698  STATE/COUNTY-  TN/LAUDERDALE
 FE1698  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1698
 FE1698                         *CURRENT SURVEY CONTROL
 FE1698  ___________________________________________________________________
 FE1698* NAD 83(1986)-  35 44 53.     (N)    089 31 31.     (W)     SCALED    
 FE1698* NAVD 88     -       117.146  (meters)     384.34   (feet)  ADJUSTED  
 FE1698  ___________________________________________________________________
 FE1698  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1698  DYNAMIC HT  -         117.046 (meters)     384.01  (feet)  COMP
 FE1698  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 FE1698
 FE1698  VERT ORDER  -  SECOND    CLASS 0
 FE1698
 FE1698.The horizontal coordinates were scaled from a topographic map and have
 FE1698.an estimated accuracy of +/- 6 seconds.
 FE1698
 FE1698.The orthometric height was determined by differential leveling
 FE1698.and adjusted by the National Geodetic Survey in June 1991..
 FE1698
 FE1698.The geoid height was determined by GEOID03.
 FE1698
 FE1698.The dynamic height is computed by dividing the NAVD 88
 FE1698.geopotential number by the normal gravity value computed on the
 FE1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1698.degrees latitude (g = 980.6199 gals.).
 FE1698
 FE1698.The modeled gravity was interpolated from observed gravity values.
 FE1698
 FE1698;                    North         East    Units  Estimated Accuracy
 FE1698;SPC TN       -   162,700.      281,230.      MT  (+/- 180 meters Scaled)
 FE1698
 FE1698                          SUPERSEDED SURVEY CONTROL
 FE1698
 FE1698  NGVD 29 (??/??/??)  117.127  (m)          384.27   (f) ADJUSTED    2 0
 FE1698
 FE1698.Superseded values are not recommended for survey control.
 FE1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1698.See file dsdata.txt to determine how the superseded data were derived.
 FE1698
 FE1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE716589(NAD 83)
 FE1698_MARKER: DB = BENCH MARK DISK
 FE1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1698_STAMPING: L 61 1935
 FE1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1698+STABILITY: SURFACE MOTION
 FE1698
 FE1698  HISTORY     - Date     Condition        Report By
 FE1698  HISTORY     - 1935     MONUMENTED       CGS
 FE1698  HISTORY     - 1957     GOOD             CGS
 FE1698  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1698
 FE1698                          STATION DESCRIPTION
 FE1698
 FE1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1698'AT RIPLEY.
 FE1698'AT RIPLEY, ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 0.4 MILE
 FE1698'NORTH OF MILEPOST NO. 338, 13 FEET SOUTHEAST OF THE SOUTHEAST
 FE1698'RAIL OF THE NORTH BOUND TRACK, 191 FEET SOUTH-SOUTHWEST AND
 FE1698'ACROSS THE TRACK FROM THE SOUTH CORNER OF THE STATION, 46 FEET
 FE1698'WEST-SOUTHWEST OF TELEPHONE POLE NO. 4997, 41 FEET NORTH-NORTHEAST
 FE1698'OF TELEPHONE POLE NO. 4998, 35 FEET EAST OF THE CENTER OF THE
 FE1698'INTERSECTION OF A PRIVATE ROAD CROSSING AND THE NORTH BOUND
 FE1698'TRACK, 34 FEET NORTHEAST OF THE CENTER LINE OF PRIVATE ROAD,
 FE1698'1 1/2 FEET NORTHWEST OF A WHITE CONCRETE WITNESS POST, 2 1/2 FEET
 FE1698'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE1698'POST 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FE1698
 FE1698                          STATION RECOVERY (1974)
 FE1698
 FE1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0687 ***********************************************************************
 FE0687  DESIGNATION -  L 62 RESET
 FE0687  PID         -  FE0687
 FE0687  STATE/COUNTY-  TN/GIBSON
 FE0687  USGS QUAD   -  MILAN (1983)
 FE0687
 FE0687                         *CURRENT SURVEY CONTROL
 FE0687  ___________________________________________________________________
 FE0687* NAD 83(1986)-  35 55 30.     (N)    088 45 12.     (W)     SCALED    
 FE0687* NAVD 88     -       125.644  (meters)     412.22   (feet)  ADJUSTED  
 FE0687  ___________________________________________________________________
 FE0687  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0687  DYNAMIC HT  -         125.535 (meters)     411.86  (feet)  COMP
 FE0687  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 FE0687
 FE0687  VERT ORDER  -  FIRST     CLASS II
 FE0687
 FE0687.The horizontal coordinates were scaled from a topographic map and have
 FE0687.an estimated accuracy of +/- 6 seconds.
 FE0687
 FE0687.The orthometric height was determined by differential leveling
 FE0687.and adjusted by the National Geodetic Survey in June 1991..
 FE0687
 FE0687.The geoid height was determined by GEOID03.
 FE0687
 FE0687.The dynamic height is computed by dividing the NAVD 88
 FE0687.geopotential number by the normal gravity value computed on the
 FE0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0687.degrees latitude (g = 980.6199 gals.).
 FE0687
 FE0687.The modeled gravity was interpolated from observed gravity values.
 FE0687
 FE0687;                    North         East    Units  Estimated Accuracy
 FE0687;SPC TN       -   180,090.      351,560.      MT  (+/- 180 meters Scaled)
 FE0687
 FE0687                          SUPERSEDED SURVEY CONTROL
 FE0687
 FE0687  NGVD 29 (??/??/??)  125.697  (m)          412.39   (f) ADJUSTED    1 2
 FE0687
 FE0687.Superseded values are not recommended for survey control.
 FE0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0687.See file dsdata.txt to determine how the superseded data were derived.
 FE0687
 FE0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE418770(NAD 83)
 FE0687_MARKER: DB = BENCH MARK DISK
 FE0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0687_STAMPING: L 62 1935 RESET 1948
 FE0687_MARK LOGO: CGS   
 FE0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0687+STABILITY: SURFACE MOTION
 FE0687
 FE0687  HISTORY     - Date     Condition        Report By
 FE0687  HISTORY     - 1948     MONUMENTED       CGS
 FE0687  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0687
 FE0687                          STATION DESCRIPTION
 FE0687
 FE0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0687'0.6 MI NE FROM MILAN.
 FE0687'ABOUT 0.55 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0687'RAILROAD FROM THE STATION AT MILAN, ABOUT 0.25 MILE NORTHEAST
 FE0687'OF MILE POST 283, AT A GRAVEL ROAD CROSSING, 19 FEET NORTHWEST
 FE0687'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 59 FEET WEST-SOUTHWEST
 FE0687'OF THE CENTER OF THE MAIN TRACK AND CROSSING OF GRAVEL ROAD,
 FE0687'16 FEET NORTH OF THE NORTHWEST CORNER OF A 2 BY 3-FOOT CONCRETE
 FE0687'BATTERY WELL, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 FE0687'ABOUT 0.5 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE0687'POST PROJECTING 4 INCHES.
 FE0687
 FE0687                          STATION RECOVERY (2002)
 FE0687
 FE0687'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0687'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0872 ***********************************************************************
 FE0872  DESIGNATION -  L 63
 FE0872  PID         -  FE0872
 FE0872  STATE/COUNTY-  TN/HAYWOOD
 FE0872  USGS QUAD   -  SUNNYHILL (1983)
 FE0872
 FE0872                         *CURRENT SURVEY CONTROL
 FE0872  ___________________________________________________________________
 FE0872* NAD 83(1986)-  35 35 53.     (N)    089 14 50.     (W)     SCALED    
 FE0872* NAVD 88     -       116.528  (meters)     382.31   (feet)  ADJUSTED  
 FE0872  ___________________________________________________________________
 FE0872  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FE0872  DYNAMIC HT  -         116.426 (meters)     381.97  (feet)  COMP
 FE0872  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 FE0872
 FE0872  VERT ORDER  -  SECOND    CLASS 0
 FE0872
 FE0872.The horizontal coordinates were scaled from a topographic map and have
 FE0872.an estimated accuracy of +/- 6 seconds.
 FE0872
 FE0872.The orthometric height was determined by differential leveling
 FE0872.and adjusted by the National Geodetic Survey in June 1991..
 FE0872
 FE0872.The geoid height was determined by GEOID03.
 FE0872
 FE0872.The dynamic height is computed by dividing the NAVD 88
 FE0872.geopotential number by the normal gravity value computed on the
 FE0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0872.degrees latitude (g = 980.6199 gals.).
 FE0872
 FE0872.The modeled gravity was interpolated from observed gravity values.
 FE0872
 FE0872;                    North         East    Units  Estimated Accuracy
 FE0872;SPC TN       -   145,200.      305,810.      MT  (+/- 180 meters Scaled)
 FE0872
 FE0872                          SUPERSEDED SURVEY CONTROL
 FE0872
 FE0872  NGVD 29 (??/??/??)  116.535  (m)          382.33   (f) ADJUSTED    2 0
 FE0872
 FE0872.Superseded values are not recommended for survey control.
 FE0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0872.See file dsdata.txt to determine how the superseded data were derived.
 FE0872
 FE0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE964416(NAD 83)
 FE0872_MARKER: DB = BENCH MARK DISK
 FE0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0872_STAMPING: L 63 1935
 FE0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0872+STABILITY: SURFACE MOTION
 FE0872
 FE0872  HISTORY     - Date     Condition        Report By
 FE0872  HISTORY     - 1935     MONUMENTED       CGS
 FE0872  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0872
 FE0872                          STATION DESCRIPTION
 FE0872
 FE0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE0872'0.9 MI NE FROM BROWNSVILLE.
 FE0872'0.9 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0872'FROM THE STATION AT BROWNSVILLE, HAYWOOD COUNTY, AT MILEAGE
 FE0872'319.5, 12 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD
 FE0872'LEADING TO A HOUSE, AT THE FOOT OF A BANK, 2-1/2 RAILS WEST OF
 FE0872'A ROAD CROSSING, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 FE0872'TRACK.  A STANDARD DISK, STAMPED L 63 1935 AND SET IN THE TOP
 FE0872'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1066 ***********************************************************************
 FE1066  DESIGNATION -  L 64
 FE1066  PID         -  FE1066
 FE1066  STATE/COUNTY-  TN/HARDEMAN
 FE1066  USGS QUAD   -  MIDDLEBURG (1980)
 FE1066
 FE1066                         *CURRENT SURVEY CONTROL
 FE1066  ___________________________________________________________________
 FE1066* NAD 83(1986)-  35 12 51.     (N)    089 03 26.     (W)     SCALED    
 FE1066* NAVD 88     -       148.721  (meters)     487.93   (feet)  ADJUSTED  
 FE1066  ___________________________________________________________________
 FE1066  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE1066  DYNAMIC HT  -         148.583 (meters)     487.48  (feet)  COMP
 FE1066  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 FE1066
 FE1066  VERT ORDER  -  SECOND    CLASS 0
 FE1066
 FE1066.The horizontal coordinates were scaled from a topographic map and have
 FE1066.an estimated accuracy of +/- 6 seconds.
 FE1066
 FE1066.The orthometric height was determined by differential leveling
 FE1066.and adjusted by the National Geodetic Survey in June 1991..
 FE1066
 FE1066.The geoid height was determined by GEOID03.
 FE1066
 FE1066.The dynamic height is computed by dividing the NAVD 88
 FE1066.geopotential number by the normal gravity value computed on the
 FE1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1066.degrees latitude (g = 980.6199 gals.).
 FE1066
 FE1066.The modeled gravity was interpolated from observed gravity values.
 FE1066
 FE1066;                    North         East    Units  Estimated Accuracy
 FE1066;SPC TN       -   102,080.      321,680.      MT  (+/- 180 meters Scaled)
 FE1066
 FE1066                          SUPERSEDED SURVEY CONTROL
 FE1066
 FE1066  NGVD 29 (??/??/??)  148.701  (m)          487.86   (f) ADJUSTED    2 0
 FE1066
 FE1066.Superseded values are not recommended for survey control.
 FE1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1066.See file dsdata.txt to determine how the superseded data were derived.
 FE1066
 FE1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD127987(NAD 83)
 FE1066_MARKER: DB = BENCH MARK DISK
 FE1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1066_STAMPING: L 64 1935
 FE1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1066+STABILITY: SURFACE MOTION
 FE1066
 FE1066  HISTORY     - Date     Condition        Report By
 FE1066  HISTORY     - 1935     MONUMENTED       CGS
 FE1066  HISTORY     - 1950     MARK NOT FOUND   CGS
 FE1066
 FE1066                          STATION DESCRIPTION
 FE1066
 FE1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FE1066'4.6 MI S FROM BOLIVAR.
 FE1066'4.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1066'STATION AT BOLIVAR, HARDEMAN COUNTY, 0.3 MILE NORTH OF MILEPOST
 FE1066'408, AT A ROAD CROSSING, 10 RAILS SOUTH OF THE ROAD, AND 40 FEET
 FE1066'WEST OF THE TRACK.  A STANDARD DISK, STAMPED L 64 1935 AND
 FE1066'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1177 ***********************************************************************
 FE1177  DESIGNATION -  L 67
 FE1177  PID         -  FE1177
 FE1177  STATE/COUNTY-  TN/SHELBY
 FE1177  USGS QUAD   -  ARLINGTON (1973)
 FE1177
 FE1177                         *CURRENT SURVEY CONTROL
 FE1177  ___________________________________________________________________
 FE1177* NAD 83(1986)-  35 17 49.     (N)    089 39 41.     (W)     SCALED    
 FE1177* NAVD 88     -        84.976  (meters)     278.79   (feet)  ADJUSTED  
 FE1177  ___________________________________________________________________
 FE1177  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1177  DYNAMIC HT  -          84.900 (meters)     278.54  (feet)  COMP
 FE1177  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FE1177
 FE1177  VERT ORDER  -  SECOND    CLASS 0
 FE1177
 FE1177.The horizontal coordinates were scaled from a topographic map and have
 FE1177.an estimated accuracy of +/- 6 seconds.
 FE1177
 FE1177.The orthometric height was determined by differential leveling
 FE1177.and adjusted by the National Geodetic Survey in June 1991..
 FE1177
 FE1177.The geoid height was determined by GEOID03.
 FE1177
 FE1177.The dynamic height is computed by dividing the NAVD 88
 FE1177.geopotential number by the normal gravity value computed on the
 FE1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1177.degrees latitude (g = 980.6199 gals.).
 FE1177
 FE1177.The modeled gravity was interpolated from observed gravity values.
 FE1177
 FE1177;                    North         East    Units  Estimated Accuracy
 FE1177;SPC TN       -   113,140.      267,050.      MT  (+/- 180 meters Scaled)
 FE1177
 FE1177                          SUPERSEDED SURVEY CONTROL
 FE1177
 FE1177  NGVD 29 (??/??/??)   84.966  (m)          278.76   (f) ADJUSTED    2 0
 FE1177
 FE1177.Superseded values are not recommended for survey control.
 FE1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1177.See file dsdata.txt to determine how the superseded data were derived.
 FE1177
 FE1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE579092(NAD 83)
 FE1177_MARKER: DB = BENCH MARK DISK
 FE1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1177_STAMPING: L 67 1935
 FE1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1177+STABILITY: SURFACE MOTION
 FE1177
 FE1177  HISTORY     - Date     Condition        Report By
 FE1177  HISTORY     - 1935     MONUMENTED       CGS
 FE1177  HISTORY     - 1959     GOOD             CGS
 FE1177
 FE1177                          STATION DESCRIPTION
 FE1177
 FE1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1177'AT ARLINGTON.
 FE1177'AT ARLINGTON, SHELBY COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FE1177'RAILROAD, 63 FEET NORTH OF THE STATION, AT THE CROSSING OF SHELBY
 FE1177'DRIVE, 15 FEET SOUTH OF THE CENTERLINE OF THE DRIVE, 18 FEET
 FE1177'WEST OF THE CENTERLINE OF THE TRACK, AND AT THE CROSSING SIGN.
 FE1177'A STANDARD DISK, STAMPED L 67 1935 AND SET IN THE TOP OF A
 FE1177'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE STATION
 FE1177'MASTER AT ARLINGTON REPORTED THAT THE MARK HAS BEEN UPROOTED
 FE1177'BY A BULLDOZER AND REPLACED AT APPROXIMATELY THE ORIGINAL
 FE1177'LOCATION.  ELEVATION NO LONGER RELIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0343 ***********************************************************************
 FF0343  DESIGNATION -  L 68
 FF0343  PID         -  FF0343
 FF0343  STATE/COUNTY-  TN/SHELBY
 FF0343  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0343
 FF0343                         *CURRENT SURVEY CONTROL
 FF0343  ___________________________________________________________________
 FF0343* NAD 83(1986)-  35 09 54.     (N)    090 02 49.     (W)     SCALED    
 FF0343* NAVD 88     -        72.206  (meters)     236.90   (feet)  ADJUSTED  
 FF0343  ___________________________________________________________________
 FF0343  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0343  DYNAMIC HT  -          72.141 (meters)     236.68  (feet)  COMP
 FF0343  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 FF0343
 FF0343  VERT ORDER  -  SECOND    CLASS 0
 FF0343
 FF0343.The horizontal coordinates were scaled from a topographic map and have
 FF0343.an estimated accuracy of +/- 6 seconds.
 FF0343
 FF0343.The orthometric height was determined by differential leveling
 FF0343.and adjusted by the National Geodetic Survey in June 1991..
 FF0343
 FF0343.The geoid height was determined by GEOID03.
 FF0343
 FF0343.The dynamic height is computed by dividing the NAVD 88
 FF0343.geopotential number by the normal gravity value computed on the
 FF0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0343.degrees latitude (g = 980.6199 gals.).
 FF0343
 FF0343.The modeled gravity was interpolated from observed gravity values.
 FF0343
 FF0343;                    North         East    Units  Estimated Accuracy
 FF0343;SPC TN       -    99,900.      231,400.      MT  (+/- 180 meters Scaled)
 FF0343
 FF0343                          SUPERSEDED SURVEY CONTROL
 FF0343
 FF0343  NGVD 29 (??/??/??)   72.196  (m)          236.86   (f) ADJUSTED    2 0
 FF0343
 FF0343.Superseded values are not recommended for survey control.
 FF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0343.See file dsdata.txt to determine how the superseded data were derived.
 FF0343
 FF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU689953(NAD 83)
 FF0343_MARKER: DB = BENCH MARK DISK
 FF0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0343_STAMPING: L 68 1935
 FF0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0343+STABILITY: SURFACE MOTION
 FF0343
 FF0343  HISTORY     - Date     Condition        Report By
 FF0343  HISTORY     - 1935     MONUMENTED       CGS
 FF0343  HISTORY     - 1957     MARK NOT FOUND   CGS
 FF0343
 FF0343                          STATION DESCRIPTION
 FF0343
 FF0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0343'AT MEMPHIS.
 FF0343'AT MEMPHIS, SHELBY COUNTY, ON THE ILLINOIS, CENTRAL RAILROAD,
 FF0343'AT THE NORTHWEST CORNER OF THE YARD OF A TILE PLANT, 15 FEET
 FF0343'EAST OF THE CENTER OF THE NORTH BOUND TRACK, 60 FEET SOUTH OF A
 FF0343'STREET CROSSING AND 2 FEET EAST OF A POLE.  A STANDARD DISK,
 FF0343'STAMPED L 68 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FF0343'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1735 ***********************************************************************
 FE1735  DESIGNATION -  L 69
 FE1735  PID         -  FE1735
 FE1735  STATE/COUNTY-  TN/TIPTON
 FE1735  USGS QUAD   -  COVINGTON (1983)
 FE1735
 FE1735                         *CURRENT SURVEY CONTROL
 FE1735  ___________________________________________________________________
 FE1735* NAD 83(1986)-  35 33 46.     (N)    089 38 45.     (W)     SCALED    
 FE1735* NAVD 88     -       103.309  (meters)     338.94   (feet)  ADJUSTED  
 FE1735  ___________________________________________________________________
 FE1735  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE1735  DYNAMIC HT  -         103.222 (meters)     338.65  (feet)  COMP
 FE1735  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1735
 FE1735  VERT ORDER  -  FIRST     CLASS I
 FE1735
 FE1735.The horizontal coordinates were scaled from a topographic map and have
 FE1735.an estimated accuracy of +/- 6 seconds.
 FE1735
 FE1735.The orthometric height was determined by differential leveling
 FE1735.and adjusted by the National Geodetic Survey in June 1991..
 FE1735.WARNING-Repeat measurements at this control monument indicate possible
 FE1735.vertical movement.
 FE1735
 FE1735.The geoid height was determined by GEOID03.
 FE1735
 FE1735.The dynamic height is computed by dividing the NAVD 88
 FE1735.geopotential number by the normal gravity value computed on the
 FE1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1735.degrees latitude (g = 980.6199 gals.).
 FE1735
 FE1735.The modeled gravity was interpolated from observed gravity values.
 FE1735
 FE1735;                    North         East    Units  Estimated Accuracy
 FE1735;SPC TN       -   142,560.      269,560.      MT  (+/- 180 meters Scaled)
 FE1735
 FE1735                          SUPERSEDED SURVEY CONTROL
 FE1735
 FE1735  NGVD 29 (??/??/??)  103.280  (m)          338.84   (f) ADJUSTED    1 1
 FE1735
 FE1735.Superseded values are not recommended for survey control.
 FE1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1735.See file dsdata.txt to determine how the superseded data were derived.
 FE1735
 FE1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE602386(NAD 83)
 FE1735_MARKER: DB = BENCH MARK DISK
 FE1735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1735_SP_SET: LIMESTONE BALASTRADE
 FE1735_STAMPING: L 69 1935
 FE1735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1735
 FE1735  HISTORY     - Date     Condition        Report By
 FE1735  HISTORY     - 1935     MONUMENTED       CGS
 FE1735  HISTORY     - 1974     GOOD             NGS
 FE1735  HISTORY     - 20020529 POOR             USACE
 FE1735
 FE1735                          STATION DESCRIPTION
 FE1735
 FE1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1735'AT COVINGTON.
 FE1735'AT COVINGTON, 1 BLOCK SOUTH OF THE CITY SQUARE AND COUNTY COURTHOUSE,
 FE1735'AT THE INTERSECTION OF SOUTH MAIN STREET AND EAST WASHINGTON
 FE1735'AVENUE, 84 FEET NORTH OF THE CENTER LINE OF WASHINGTON AVENUE,
 FE1735'46 FEET EAST OF THE CENTER LINE OF SOUTH MAIN STREET, 6 1/2 FEET
 FE1735'NORTH OF THE CENTER LINE OF THE WEST AND MAIN ENTRANCE TO THE POST
 FE1735'OFFICE, 2.8 FEET WEST OF THE WEST FACE OF THE BUILDING, SET IN
 FE1735'TOP OF THE NORTH LIMESTONE BALASTRADE SUPPORTING A HANDRAIL,
 FE1735'4 FEET ABOVE SIDEWALK.
 FE1735
 FE1735                          STATION RECOVERY (2002)
 FE1735
 FE1735'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1735'DESTROYED DUE TO NEW ENTRY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1465 ***********************************************************************
 FC1465  DESIGNATION -  L 7
 FC1465  PID         -  FC1465
 FC1465  STATE/COUNTY-  TN/WARREN
 FC1465  USGS QUAD   -  MC MINNVILLE (1984)
 FC1465
 FC1465                         *CURRENT SURVEY CONTROL
 FC1465  ___________________________________________________________________
 FC1465* NAD 83(1986)-  35 40 32.     (N)    085 46 30.     (W)     SCALED    
 FC1465* NAVD 88     -       275.960  (meters)     905.38   (feet)  ADJUSTED  
 FC1465  ___________________________________________________________________
 FC1465  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1465  DYNAMIC HT  -         275.705 (meters)     904.54  (feet)  COMP
 FC1465  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 FC1465
 FC1465  VERT ORDER  -  SECOND    CLASS 0
 FC1465
 FC1465.The horizontal coordinates were scaled from a topographic map and have
 FC1465.an estimated accuracy of +/- 6 seconds.
 FC1465
 FC1465.The orthometric height was determined by differential leveling
 FC1465.and adjusted by the National Geodetic Survey in June 1991..
 FC1465
 FC1465.The geoid height was determined by GEOID03.
 FC1465
 FC1465.The dynamic height is computed by dividing the NAVD 88
 FC1465.geopotential number by the normal gravity value computed on the
 FC1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1465.degrees latitude (g = 980.6199 gals.).
 FC1465
 FC1465.The modeled gravity was interpolated from observed gravity values.
 FC1465
 FC1465;                    North         East    Units  Estimated Accuracy
 FC1465;SPC TN       -   148,940.      620,370.      MT  (+/- 180 meters Scaled)
 FC1465
 FC1465                          SUPERSEDED SURVEY CONTROL
 FC1465
 FC1465.No superseded survey control is available for this station.
 FC1465
 FC1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE108486(NAD 83)
 FC1465_MARKER: DB = BENCH MARK DISK
 FC1465_SETTING: 66 = SET IN ROCK OUTCROP
 FC1465_SP_SET: ROCK CUT
 FC1465_STAMPING: 905.710 L 7
 FC1465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1465+STABILITY: POSITION/ELEVATION WELL
 FC1465
 FC1465  HISTORY     - Date     Condition        Report By
 FC1465  HISTORY     - 1930     MONUMENTED       CGS
 FC1465  HISTORY     - 1943     GOOD             NGS
 FC1465
 FC1465                          STATION DESCRIPTION
 FC1465
 FC1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1465'0.2 MI W FROM MC MINNVILLE.
 FC1465'0.2 MILE WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FC1465'RAILWAY FROM THE STATION AT MC MINNVILLE, WARREN COUNTY, 17 RAILS
 FC1465'EAST OF THE EAST END OF THE RAILROAD BRIDGE OVER WEST FORK
 FC1465'RIVER, IN A ROCK CUT, 6 FEET NORTH OF THE NORTH RAIL, AND LEVEL
 FC1465'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 905.710 L 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1043 ***********************************************************************
 FE1043  DESIGNATION -  L 72
 FE1043  PID         -  FE1043
 FE1043  STATE/COUNTY-  TN/HARDEMAN
 FE1043  USGS QUAD   -  WHITEVILLE (1981)
 FE1043
 FE1043                         *CURRENT SURVEY CONTROL
 FE1043  ___________________________________________________________________
 FE1043* NAD 83(1986)-  35 18 34.     (N)    089 07 32.     (W)     SCALED    
 FE1043* NAVD 88     -       115.456  (meters)     378.79   (feet)  ADJUSTED  
 FE1043  ___________________________________________________________________
 FE1043  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE1043  DYNAMIC HT  -         115.350 (meters)     378.44  (feet)  COMP
 FE1043  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FE1043
 FE1043  VERT ORDER  -  SECOND    CLASS 0
 FE1043
 FE1043.The horizontal coordinates were scaled from a topographic map and have
 FE1043.an estimated accuracy of +/- 6 seconds.
 FE1043
 FE1043.The orthometric height was determined by differential leveling
 FE1043.and adjusted by the National Geodetic Survey in June 1991..
 FE1043
 FE1043.The geoid height was determined by GEOID03.
 FE1043
 FE1043.The dynamic height is computed by dividing the NAVD 88
 FE1043.geopotential number by the normal gravity value computed on the
 FE1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1043.degrees latitude (g = 980.6199 gals.).
 FE1043
 FE1043.The modeled gravity was interpolated from observed gravity values.
 FE1043
 FE1043;                    North         East    Units  Estimated Accuracy
 FE1043;SPC TN       -   112,840.      315,800.      MT  (+/- 180 meters Scaled)
 FE1043
 FE1043                          SUPERSEDED SURVEY CONTROL
 FE1043
 FE1043  NGVD 29 (??/??/??)  115.441  (m)          378.74   (f) ADJUSTED    2 0
 FE1043
 FE1043.Superseded values are not recommended for survey control.
 FE1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1043.See file dsdata.txt to determine how the superseded data were derived.
 FE1043
 FE1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE067094(NAD 83)
 FE1043_MARKER: DB = BENCH MARK DISK
 FE1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1043_STAMPING: L 72 1935
 FE1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1043+STABILITY: SURFACE MOTION
 FE1043
 FE1043  HISTORY     - Date     Condition        Report By
 FE1043  HISTORY     - 1935     MONUMENTED       CGS
 FE1043  HISTORY     - 1959     GOOD             CGS
 FE1043  HISTORY     - 20020923 MARK NOT FOUND   USACE
 FE1043
 FE1043                          STATION DESCRIPTION
 FE1043
 FE1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1043'2 MI E FROM WHITEVILLE.
 FE1043'2.0 MI E ALONG U.S. HWY 64 FROM THE RR STATION (L AND N) IN
 FE1043'WHITEVILLE AT THE FOOT OF A HILL, 482 FT S OF THE S END OF A
 FE1043'CONCRETE BRIDGE OVER CLEAR CREEK, AT A FAINT FIELD ROAD E, 30
 FE1043'FT E OF THE CENTERLINE OF THE HWY, 4 FT S OF A TELEPHONE POLE.
 FE1043'A STANDARD DISK, STAMPED L 72 1935 AND SET IN THE TOP OF A
 FE1043'CONCRETE POST.
 FE1043
 FE1043                          STATION RECOVERY (2002)
 FE1043
 FE1043'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1043'SUSPECTED DESTROYED DUE TO HWY 64 WIDENEING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1017 ***********************************************************************
 FE1017  DESIGNATION -  L 73
 FE1017  PID         -  FE1017
 FE1017  STATE/COUNTY-  TN/FAYETTE
 FE1017  USGS QUAD   -  LAMBERT (1983)
 FE1017
 FE1017                         *CURRENT SURVEY CONTROL
 FE1017  ___________________________________________________________________
 FE1017* NAD 83(1986)-  35 18 46.     (N)    089 25 34.     (W)     SCALED    
 FE1017* NAVD 88     -       114.963  (meters)     377.17   (feet)  ADJUSTED  
 FE1017  ___________________________________________________________________
 FE1017  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE1017  DYNAMIC HT  -         114.860 (meters)     376.84  (feet)  COMP
 FE1017  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 FE1017
 FE1017  VERT ORDER  -  SECOND    CLASS 0
 FE1017
 FE1017.The horizontal coordinates were scaled from a topographic map and have
 FE1017.an estimated accuracy of +/- 6 seconds.
 FE1017
 FE1017.The orthometric height was determined by differential leveling
 FE1017.and adjusted by the National Geodetic Survey in June 1991..
 FE1017
 FE1017.The geoid height was determined by GEOID03.
 FE1017
 FE1017.The dynamic height is computed by dividing the NAVD 88
 FE1017.geopotential number by the normal gravity value computed on the
 FE1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1017.degrees latitude (g = 980.6199 gals.).
 FE1017
 FE1017.The modeled gravity was interpolated from observed gravity values.
 FE1017
 FE1017;                    North         East    Units  Estimated Accuracy
 FE1017;SPC TN       -   114,120.      288,500.      MT  (+/- 180 meters Scaled)
 FE1017
 FE1017                          SUPERSEDED SURVEY CONTROL
 FE1017
 FE1017  NGVD 29 (??/??/??)  114.946  (m)          377.12   (f) ADJUSTED    2 0
 FE1017
 FE1017.Superseded values are not recommended for survey control.
 FE1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1017.See file dsdata.txt to determine how the superseded data were derived.
 FE1017
 FE1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE794104(NAD 83)
 FE1017_MARKER: DB = BENCH MARK DISK
 FE1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1017_STAMPING: L 73 1935
 FE1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1017+STABILITY: SURFACE MOTION
 FE1017
 FE1017  HISTORY     - Date     Condition        Report By
 FE1017  HISTORY     - 1935     MONUMENTED       CGS
 FE1017  HISTORY     - 20020927 POOR             USACE
 FE1017
 FE1017                          STATION DESCRIPTION
 FE1017
 FE1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1017'7 MI NW FROM SOMERVILLE.
 FE1017'7.0 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1017'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 250 YARDS WEST OF A
 FE1017'BRIDGE AT THE TOP OF A HILL, 200 YARDS EAST OF A WATER OAK TREE,
 FE1017'AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 FE1017'STANDARD DISK, STAMPED L 73 1935 AND SET IN THE TOP OF A
 FE1017'CONCRETE POST.
 FE1017
 FE1017                          STATION RECOVERY (2002)
 FE1017
 FE1017'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1017'MARK DESTROYED. FOUND DISK ATTACKED TO MONUMENT COMPLETELY UPROOTED
 FE1017'AND LAYING ON SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0467 ***********************************************************************
 FF0467  DESIGNATION -  L 75
 FF0467  PID         -  FF0467
 FF0467  STATE/COUNTY-  TN/SHELBY
 FF0467  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0467
 FF0467                         *CURRENT SURVEY CONTROL
 FF0467  ___________________________________________________________________
 FF0467* NAD 83(1986)-  35 05 08.     (N)    090 01 49.     (W)     SCALED    
 FF0467* NAVD 88     -        72.602  (meters)     238.20   (feet)  ADJUSTED  
 FF0467  ___________________________________________________________________
 FF0467  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0467  DYNAMIC HT  -          72.536 (meters)     237.98  (feet)  COMP
 FF0467  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 FF0467
 FF0467  VERT ORDER  -  FIRST     CLASS II
 FF0467
 FF0467.The horizontal coordinates were scaled from a topographic map and have
 FF0467.an estimated accuracy of +/- 6 seconds.
 FF0467
 FF0467.The orthometric height was determined by differential leveling
 FF0467.and adjusted by the National Geodetic Survey in June 1991..
 FF0467
 FF0467.The geoid height was determined by GEOID03.
 FF0467
 FF0467.The dynamic height is computed by dividing the NAVD 88
 FF0467.geopotential number by the normal gravity value computed on the
 FF0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0467.degrees latitude (g = 980.6199 gals.).
 FF0467
 FF0467.The modeled gravity was interpolated from observed gravity values.
 FF0467
 FF0467;                    North         East    Units  Estimated Accuracy
 FF0467;SPC TN       -    91,030.      232,560.      MT  (+/- 180 meters Scaled)
 FF0467
 FF0467                          SUPERSEDED SURVEY CONTROL
 FF0467
 FF0467  NGVD 29 (??/??/??)   72.570  (m)          238.09   (f) ADJUSTED    1 2
 FF0467
 FF0467.Superseded values are not recommended for survey control.
 FF0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0467.See file dsdata.txt to determine how the superseded data were derived.
 FF0467
 FF0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU707865(NAD 83)
 FF0467_MARKER: DB = BENCH MARK DISK
 FF0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0467_SP_SET: BRIDGE ABUTMENT
 FF0467_STAMPING: L 75 1956
 FF0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0467
 FF0467  HISTORY     - Date     Condition        Report By
 FF0467  HISTORY     - 1956     MONUMENTED       CGS
 FF0467  HISTORY     - 1964     MARK NOT FOUND   CGS
 FF0467  HISTORY     - 1976     MARK NOT FOUND   NGS
 FF0467  HISTORY     - 19950513 GOOD             TN1620
 FF0467  HISTORY     - 20021030 MARK NOT FOUND   USACE
 FF0467
 FF0467                          STATION DESCRIPTION
 FF0467
 FF0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0467'AT MEMPHIS.
 FF0467'AT MEMPHIS, 1.75 MILES EAST ALONG MALLORY AVENUE FROM THE
 FF0467'INTERSECTION OF FLORIDA STREET, ABOUT 0.35 MILE WEST OF JUNCTION
 FF0467'OF MALLORY AVENUE, MISSISSIPPI STREET AND OLD HERNANDO ROAD,
 FF0467'ABOUT 90 YARDS EAST OF JUNCTION OF MALLORY AVENUE AND PINE HILL
 FF0467'PLACE LEADING SOUTH, ACROSS MALLORY AVENUE FROM THE SOUTH EDGE
 FF0467'OF PINE HILL GOLF COURSE, IN THE TOP OF SOUTH END OF BACK WALL
 FF0467'OF THE EAST CONCRETE ABUTMENT OF CONCRETE AND STEEL BRIDGE OVER
 FF0467'CRANE CREEK, 13 FEET SOUTH OF CENTER LINE OF MALLORY AVENUE AND
 FF0467'ABOUT LEVEL WITH BRIDGE FLOOR.
 FF0467
 FF0467                          STATION RECOVERY (1964)
 FF0467
 FF0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FF0467'MARK NOT FOUND.
 FF0467
 FF0467                          STATION RECOVERY (1976)
 FF0467
 FF0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0467'MARK NOT FOUND.
 FF0467
 FF0467                          STATION RECOVERY (1995)
 FF0467
 FF0467'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0467'RECOVERED IN GOOD CONDITION.
 FF0467
 FF0467                          STATION RECOVERY (2002)
 FF0467
 FF0467'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0467'SUSPECTED DESTROYED. BRIDGE NOW 4 LANED FOR MALLORY WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0295 ***********************************************************************
 FD0295  DESIGNATION -  L 77
 FD0295  PID         -  FD0295
 FD0295  STATE/COUNTY-  TN/MARSHALL
 FD0295  USGS QUAD   -  LEWISBURG (1981)
 FD0295
 FD0295                         *CURRENT SURVEY CONTROL
 FD0295  ___________________________________________________________________
 FD0295* NAD 83(1986)-  35 27 39.     (N)    086 48 07.     (W)     SCALED    
 FD0295* NAVD 88     -       226.511  (meters)     743.14   (feet)  ADJUSTED  
 FD0295  ___________________________________________________________________
 FD0295  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0295  DYNAMIC HT  -         226.307 (meters)     742.48  (feet)  COMP
 FD0295  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FD0295
 FD0295  VERT ORDER  -  FIRST     CLASS II
 FD0295
 FD0295.The horizontal coordinates were scaled from a topographic map and have
 FD0295.an estimated accuracy of +/- 6 seconds.
 FD0295
 FD0295.The orthometric height was determined by differential leveling
 FD0295.and adjusted by the National Geodetic Survey in June 1991..
 FD0295
 FD0295.The geoid height was determined by GEOID03.
 FD0295
 FD0295.The dynamic height is computed by dividing the NAVD 88
 FD0295.geopotential number by the normal gravity value computed on the
 FD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0295.degrees latitude (g = 980.6199 gals.).
 FD0295
 FD0295.The modeled gravity was interpolated from observed gravity values.
 FD0295
 FD0295;                    North         East    Units  Estimated Accuracy
 FD0295;SPC TN       -   125,390.      527,210.      MT  (+/- 180 meters Scaled)
 FD0295
 FD0295                          SUPERSEDED SURVEY CONTROL
 FD0295
 FD0295  NGVD 29 (??/??/92)  226.489  (m)          743.07   (f) ADJ UNCH    1 2
 FD0295
 FD0295.Superseded values are not recommended for survey control.
 FD0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0295.See file dsdata.txt to determine how the superseded data were derived.
 FD0295
 FD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE179241(NAD 83)
 FD0295_MARKER: DB = BENCH MARK DISK
 FD0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0295_SP_SET: ABUTMENT
 FD0295_STAMPING: 77 1934
 FD0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0295
 FD0295  HISTORY     - Date     Condition        Report By
 FD0295  HISTORY     - 1934     MONUMENTED       CGS
 FD0295  HISTORY     - 1949     GOOD             NGS
 FD0295  HISTORY     - 1966     MARK NOT FOUND   TVA
 FD0295
 FD0295                          STATION DESCRIPTION
 FD0295
 FD0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0295'1 MI NW FROM LEWISBURG.
 FD0295'1.0 MILE NORTHWEST ALONG THE ABANDONED TRACK OF THE NASHVILLE,
 FD0295'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION AT LEWISBURG,
 FD0295'ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE
 FD0295'FLORENCE STOVE COMPANY FACTORY, ABOUT 200 FEET NORTH OF AN
 FD0295'EAST-WEST BLACK TOP STREET CROSSING, SET IN THE TOP OF THE
 FD0295'EAST END OF THE SOUTH ABUTMENT OF AN 18-FOOT RAILWAY BRIDGE,
 FD0295'7 FEET EAST OF THE CENTER LINE OF THE OLD RAILROAD GRADE AND
 FD0295'ABOUT LEVEL WITH GRADE.
 FD0295
 FD0295                          STATION RECOVERY (1966)
 FD0295
 FD0295'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1966
 FD0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1137 ***********************************************************************
 GB1137  DESIGNATION -  L 78
 GB1137  PID         -  GB1137
 GB1137  STATE/COUNTY-  TN/FENTRESS
 GB1137  USGS QUAD   -  PALL MALL (1986)
 GB1137
 GB1137                         *CURRENT SURVEY CONTROL
 GB1137  ___________________________________________________________________
 GB1137* NAD 83(1986)-  36 31 09.     (N)    084 57 26.     (W)     SCALED    
 GB1137* NAVD 88     -       295.056  (meters)     968.03   (feet)  ADJUSTED  
 GB1137  ___________________________________________________________________
 GB1137  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1137  DYNAMIC HT  -         294.804 (meters)     967.20  (feet)  COMP
 GB1137  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 GB1137
 GB1137  VERT ORDER  -  SECOND    CLASS 0
 GB1137
 GB1137.The horizontal coordinates were scaled from a topographic map and have
 GB1137.an estimated accuracy of +/- 6 seconds.
 GB1137
 GB1137.The orthometric height was determined by differential leveling
 GB1137.and adjusted by the National Geodetic Survey in June 1991..
 GB1137
 GB1137.The geoid height was determined by GEOID03.
 GB1137
 GB1137.The dynamic height is computed by dividing the NAVD 88
 GB1137.geopotential number by the normal gravity value computed on the
 GB1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1137.degrees latitude (g = 980.6199 gals.).
 GB1137
 GB1137.The modeled gravity was interpolated from observed gravity values.
 GB1137
 GB1137;                    North         East    Units  Estimated Accuracy
 GB1137;SPC TN       -   243,020.      693,400.      MT  (+/- 180 meters Scaled)
 GB1137
 GB1137                          SUPERSEDED SURVEY CONTROL
 GB1137
 GB1137  NGVD 29 (??/??/92)  295.177  (m)          968.43   (f) ADJ UNCH    2 0
 GB1137
 GB1137.Superseded values are not recommended for survey control.
 GB1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1137.See file dsdata.txt to determine how the superseded data were derived.
 GB1137
 GB1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF829434(NAD 83)
 GB1137_MARKER: DB = BENCH MARK DISK
 GB1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1137_STAMPING: L 78 1935
 GB1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1137+STABILITY: SURFACE MOTION
 GB1137
 GB1137  HISTORY     - Date     Condition        Report By
 GB1137  HISTORY     - 1935     MONUMENTED       CGS
 GB1137
 GB1137                          STATION DESCRIPTION
 GB1137
 GB1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1137'2.5 MI S FROM PALL MALL.
 GB1137'2.5 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT PALL
 GB1137'MALL, FENTRESS COUNTY, AT THE BOTTOM OF A LONG HILL, 65 FEET NORTH
 GB1137'OF A 24-INCH CORRUGATED-IRON PIPE CULVERT WITH CONCRETE HEADWALLS,
 GB1137'48 FEET SOUTH OF THE SOUTH END OF A WIRE FENCE, 29 FEET WEST OF THE
 GB1137'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GB1137'DISK, STAMPED L 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0110 ***********************************************************************
 GB0110  DESIGNATION -  L 79
 GB0110  PID         -  GB0110
 GB0110  STATE/COUNTY-  TN/CAMPBELL
 GB0110  USGS QUAD   -  JELLICO EAST (1982)
 GB0110
 GB0110                         *CURRENT SURVEY CONTROL
 GB0110  ___________________________________________________________________
 GB0110* NAD 83(1986)-  36 33 59.     (N)    084 02 09.     (W)     SCALED    
 GB0110* NAVD 88     -       316.296  (meters)    1037.71   (feet)  ADJUSTED  
 GB0110  ___________________________________________________________________
 GB0110  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0110  DYNAMIC HT  -         316.022 (meters)    1036.82  (feet)  COMP
 GB0110  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GB0110
 GB0110  VERT ORDER  -  SECOND    CLASS 0
 GB0110
 GB0110.The horizontal coordinates were scaled from a topographic map and have
 GB0110.an estimated accuracy of +/- 6 seconds.
 GB0110
 GB0110.The orthometric height was determined by differential leveling
 GB0110.and adjusted by the National Geodetic Survey in June 1991..
 GB0110
 GB0110.The geoid height was determined by GEOID03.
 GB0110
 GB0110.The dynamic height is computed by dividing the NAVD 88
 GB0110.geopotential number by the normal gravity value computed on the
 GB0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0110.degrees latitude (g = 980.6199 gals.).
 GB0110
 GB0110.The modeled gravity was interpolated from observed gravity values.
 GB0110
 GB0110;                    North         East    Units  Estimated Accuracy
 GB0110;SPC TN       -   249,530.      775,820.      MT  (+/- 180 meters Scaled)
 GB0110
 GB0110                          SUPERSEDED SURVEY CONTROL
 GB0110
 GB0110  NGVD 29 (??/??/92)  316.443  (m)         1038.20   (f) ADJ UNCH    2 0
 GB0110
 GB0110.Superseded values are not recommended for survey control.
 GB0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0110.See file dsdata.txt to determine how the superseded data were derived.
 GB0110
 GB0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF652508(NAD 83)
 GB0110_MARKER: DB = BENCH MARK DISK
 GB0110_SETTING: 66 = SET IN ROCK OUTCROP
 GB0110_SP_SET: ROCK LEDGE
 GB0110_STAMPING: L 79 1935 1038.197
 GB0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0110+STABILITY: POSITION/ELEVATION WELL
 GB0110
 GB0110  HISTORY     - Date     Condition        Report By
 GB0110  HISTORY     - 1935     MONUMENTED       CGS
 GB0110  HISTORY     - 1957     GOOD             NGS
 GB0110
 GB0110                          STATION DESCRIPTION
 GB0110
 GB0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0110'AT HOLTON.
 GB0110'AT HOLTON, CAMPBELL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0110'RAILROAD, 9 RAILS NORTH OF THE NORTH END OF THE STATION, 14.2
 GB0110'FEET EAST OF THE EAST RAIL, IN THE TOP OF A ROCK LEDGE, AND
 GB0110'ABOUT 1 FOOT ABOVE THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1010 ***********************************************************************
 FC1010  DESIGNATION -  L 8
 FC1010  PID         -  FC1010
 FC1010  STATE/COUNTY-  TN/CUMBERLAND
 FC1010  USGS QUAD   -  CROSSVILLE (1982)
 FC1010
 FC1010                         *CURRENT SURVEY CONTROL
 FC1010  ___________________________________________________________________
 FC1010* NAD 83(1986)-  35 56 54.     (N)    085 01 34.     (W)     SCALED    
 FC1010* NAVD 88     -       568.519  (meters)    1865.22   (feet)  ADJUSTED  
 FC1010  ___________________________________________________________________
 FC1010  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1010  DYNAMIC HT  -         567.988 (meters)    1863.47  (feet)  COMP
 FC1010  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 FC1010
 FC1010  VERT ORDER  -  SECOND    CLASS 0
 FC1010
 FC1010.The horizontal coordinates were scaled from a topographic map and have
 FC1010.an estimated accuracy of +/- 6 seconds.
 FC1010
 FC1010.The orthometric height was determined by differential leveling
 FC1010.and adjusted by the National Geodetic Survey in June 1991..
 FC1010
 FC1010.The geoid height was determined by GEOID03.
 FC1010
 FC1010.The dynamic height is computed by dividing the NAVD 88
 FC1010.geopotential number by the normal gravity value computed on the
 FC1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1010.degrees latitude (g = 980.6199 gals.).
 FC1010
 FC1010.The modeled gravity was interpolated from observed gravity values.
 FC1010
 FC1010;                    North         East    Units  Estimated Accuracy
 FC1010;SPC TN       -   179,620.      687,860.      MT  (+/- 180 meters Scaled)
 FC1010
 FC1010                          SUPERSEDED SURVEY CONTROL
 FC1010
 FC1010  NGVD 29 (??/??/92)  568.576  (m)         1865.40   (f) ADJ UNCH    2 0
 FC1010
 FC1010.Superseded values are not recommended for survey control.
 FC1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1010.See file dsdata.txt to determine how the superseded data were derived.
 FC1010
 FC1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE780800(NAD 83)
 FC1010_MARKER: DB = BENCH MARK DISK
 FC1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1010_SP_SET: BUILDING
 FC1010_STAMPING: 1865.570 L 8 1931
 FC1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1010
 FC1010  HISTORY     - Date     Condition        Report By
 FC1010  HISTORY     - 1931     MONUMENTED       CGS
 FC1010  HISTORY     - 1943     GOOD             NGS
 FC1010
 FC1010                          STATION DESCRIPTION
 FC1010
 FC1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FC1010'AT CROSSVILLE.
 FC1010'AT CROSSVILLE, CUMBERLAND COUNTY, AT THE COUNTY COURTHOUSE, 4.7
 FC1010'FEET FROM THE NORTHEAST CORNER, 2.3 FEET BELOW A WINDOW, AND 5.8
 FC1010'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED 1865.570 L 8 1931
 FC1010'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1804 ***********************************************************************
 GB1804  DESIGNATION -  L 81
 GB1804  PID         -  GB1804
 GB1804  STATE/COUNTY-  TN/WHITE
 GB1804  USGS QUAD   -  BURGESS FALLS (1986)
 GB1804
 GB1804                         *CURRENT SURVEY CONTROL
 GB1804  ___________________________________________________________________
 GB1804* NAD 83(1986)-  36 02 49.     (N)    085 31 08.     (W)     SCALED    
 GB1804* NAVD 88     -       320.645  (meters)    1051.98   (feet)  ADJUSTED  
 GB1804  ___________________________________________________________________
 GB1804  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GB1804  DYNAMIC HT  -         320.360 (meters)    1051.05  (feet)  COMP
 GB1804  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 GB1804
 GB1804  VERT ORDER  -  SECOND    CLASS 0
 GB1804
 GB1804.The horizontal coordinates were scaled from a topographic map and have
 GB1804.an estimated accuracy of +/- 6 seconds.
 GB1804
 GB1804.The orthometric height was determined by differential leveling
 GB1804.and adjusted by the National Geodetic Survey in June 1991..
 GB1804
 GB1804.The geoid height was determined by GEOID03.
 GB1804
 GB1804.The dynamic height is computed by dividing the NAVD 88
 GB1804.geopotential number by the normal gravity value computed on the
 GB1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1804.degrees latitude (g = 980.6199 gals.).
 GB1804
 GB1804.The modeled gravity was interpolated from observed gravity values.
 GB1804
 GB1804;                    North         East    Units  Estimated Accuracy
 GB1804;SPC TN       -   190,230.      643,350.      MT  (+/- 180 meters Scaled)
 GB1804
 GB1804                          SUPERSEDED SURVEY CONTROL
 GB1804
 GB1804  NGVD 29 (??/??/92)  320.721  (m)         1052.23   (f) ADJ UNCH    2 0
 GB1804
 GB1804.Superseded values are not recommended for survey control.
 GB1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1804.See file dsdata.txt to determine how the superseded data were derived.
 GB1804
 GB1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE334901(NAD 83)
 GB1804_MARKER: DB = BENCH MARK DISK
 GB1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1804_STAMPING: L 81 1935
 GB1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1804+STABILITY: SURFACE MOTION
 GB1804
 GB1804  HISTORY     - Date     Condition        Report By
 GB1804  HISTORY     - 1935     MONUMENTED       CGS
 GB1804  HISTORY     - 1972     MARK NOT FOUND   NGS
 GB1804
 GB1804                          STATION DESCRIPTION
 GB1804
 GB1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1804'8.9 MI NW FROM SPARTA.
 GB1804'8.9 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM SPARTA, WHITE COUNTY,
 GB1804'IN THE SOUTHEAST CORNER OF A WOODS, 29 FEET WEST OF THE CENTERLINE
 GB1804'OF THE HIGHWAY, 33 FEET NORTH OF THE CENTERLINE OF A PRIVATE DRIVE
 GB1804'LEADING TO THE HOME OF W.S. RAY, AND LEVEL WITH THE HIGHWAY.  A
 GB1804'STANDARD DISK, STAMPED L 81 1935 AND SET IN THE TOP OF A CONCRETE
 GB1804'POST.
 GB1804
 GB1804                          STATION RECOVERY (1972)
 GB1804
 GB1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GB1804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1975 ***********************************************************************
 GB1975  DESIGNATION -  L 82
 GB1975  PID         -  GB1975
 GB1975  STATE/COUNTY-  TN/CLAY
 GB1975  USGS QUAD   -  UNION HILL (1968)
 GB1975
 GB1975                         *CURRENT SURVEY CONTROL
 GB1975  ___________________________________________________________________
 GB1975* NAD 83(1986)-  36 35 29.     (N)    085 44 41.     (W)     SCALED    
 GB1975* NAVD 88     -       233.753  (meters)     766.90   (feet)  ADJUSTED  
 GB1975  ___________________________________________________________________
 GB1975  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GB1975  DYNAMIC HT  -         233.555 (meters)     766.25  (feet)  COMP
 GB1975  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GB1975
 GB1975  VERT ORDER  -  SECOND    CLASS 0
 GB1975
 GB1975.The horizontal coordinates were scaled from a topographic map and have
 GB1975.an estimated accuracy of +/- 6 seconds.
 GB1975
 GB1975.The orthometric height was determined by differential leveling
 GB1975.and adjusted by the National Geodetic Survey in June 1991..
 GB1975
 GB1975.The geoid height was determined by GEOID03.
 GB1975
 GB1975.The dynamic height is computed by dividing the NAVD 88
 GB1975.geopotential number by the normal gravity value computed on the
 GB1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1975.degrees latitude (g = 980.6199 gals.).
 GB1975
 GB1975.The modeled gravity was interpolated from observed gravity values.
 GB1975
 GB1975;                    North         East    Units  Estimated Accuracy
 GB1975;SPC TN       -   250,570.      622,840.      MT  (+/- 180 meters Scaled)
 GB1975
 GB1975                          SUPERSEDED SURVEY CONTROL
 GB1975
 GB1975  NGVD 29 (??/??/92)  233.859  (m)          767.25   (f) ADJ UNCH    2 0
 GB1975
 GB1975.Superseded values are not recommended for survey control.
 GB1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1975.See file dsdata.txt to determine how the superseded data were derived.
 GB1975
 GB1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF122502(NAD 83)
 GB1975_MARKER: DB = BENCH MARK DISK
 GB1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1975_STAMPING: L 82 1935
 GB1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1975+STABILITY: SURFACE MOTION
 GB1975
 GB1975  HISTORY     - Date     Condition        Report By
 GB1975  HISTORY     - 1935     MONUMENTED       CGS
 GB1975
 GB1975                          STATION DESCRIPTION
 GB1975
 GB1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1975'2.2 MI E FROM HERMITAGE SPRINGS.
 GB1975'2.2 MILES EAST ALONG STATE HIGHWAY 52 FROM HERMITAGE SPRINGS, CLAY
 GB1975'COUNTY, 110 YARDS WEST OF LITTLE TRACE CREEK, 48 YARDS WEST OF
 GB1975'A HOUSE, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 GB1975'SOUTH OF A FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 GB1975'STANDARD DISK, STAMPED L 82 1935 AND SET IN THE TOP OF A CONCRETE
 GB1975'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1618 ***********************************************************************
 GB1618  DESIGNATION -  L 84
 GB1618  PID         -  GB1618
 GB1618  STATE/COUNTY-  TN/PUTNAM
 GB1618  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1618
 GB1618                         *CURRENT SURVEY CONTROL
 GB1618  ___________________________________________________________________
 GB1618* NAD 83(1986)-  36 11 15.     (N)    085 28 12.     (W)     SCALED    
 GB1618* NAVD 88     -       344.276  (meters)    1129.51   (feet)  ADJUSTED  
 GB1618  ___________________________________________________________________
 GB1618  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GB1618  DYNAMIC HT  -         343.969 (meters)    1128.51  (feet)  COMP
 GB1618  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 GB1618
 GB1618  VERT ORDER  -  SECOND    CLASS 0
 GB1618
 GB1618.The horizontal coordinates were scaled from a topographic map and have
 GB1618.an estimated accuracy of +/- 6 seconds.
 GB1618
 GB1618.The orthometric height was determined by differential leveling
 GB1618.and adjusted by the National Geodetic Survey in June 1991..
 GB1618
 GB1618.The geoid height was determined by GEOID03.
 GB1618
 GB1618.The dynamic height is computed by dividing the NAVD 88
 GB1618.geopotential number by the normal gravity value computed on the
 GB1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1618.degrees latitude (g = 980.6199 gals.).
 GB1618
 GB1618.The modeled gravity was interpolated from observed gravity values.
 GB1618
 GB1618;                    North         East    Units  Estimated Accuracy
 GB1618;SPC TN       -   205,850.      647,670.      MT  (+/- 180 meters Scaled)
 GB1618
 GB1618                          SUPERSEDED SURVEY CONTROL
 GB1618
 GB1618  NGVD 29 (??/??/92)  344.360  (m)         1129.79   (f) ADJ UNCH    2 0
 GB1618
 GB1618.Superseded values are not recommended for survey control.
 GB1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1618.See file dsdata.txt to determine how the superseded data were derived.
 GB1618
 GB1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF375058(NAD 83)
 GB1618_MARKER: DB = BENCH MARK DISK
 GB1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1618_STAMPING: L 84 1935
 GB1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1618+STABILITY: SURFACE MOTION
 GB1618
 GB1618  HISTORY     - Date     Condition        Report By
 GB1618  HISTORY     - 1935     MONUMENTED       CGS
 GB1618  HISTORY     - 1957     MARK NOT FOUND   NGS
 GB1618
 GB1618                          STATION DESCRIPTION
 GB1618
 GB1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB1618'2.9 MI NE FROM COOKEVILLE.
 GB1618'2.9 MILES NORTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GB1618'THE STATION AT COOKEVILLE, PUTNAM COUNTY, 0.1 MILE WEST OF A
 GB1618'DIRT-ROAD CROSSING, 75 YARDS SOUTHWEST OF A FARMHOUSE, 18
 GB1618'FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 GB1618'TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 84 1935 AND SET
 GB1618'IN THE TOP OF A CONCRETE POST.  NOTE-- THERE WAS A NEW COUNTY
 GB1618'ROAD BUILT THROUGH THIS SECTION, LOCAL PEOPLE BELIEVE MARK WAS
 GB1618'COVERED WITH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0363 ***********************************************************************
 GC0363  DESIGNATION -  L 85
 GC0363  PID         -  GC0363
 GC0363  STATE/COUNTY-  TN/DAVIDSON
 GC0363  USGS QUAD   -  HERMITAGE (1983)
 GC0363
 GC0363                         *CURRENT SURVEY CONTROL
 GC0363  ___________________________________________________________________
 GC0363* NAD 83(1986)-  36 11 17.     (N)    086 36 29.     (W)     SCALED    
 GC0363* NAVD 88     -       132.493  (meters)     434.69   (feet)  ADJUSTED  
 GC0363  ___________________________________________________________________
 GC0363  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC0363  DYNAMIC HT  -         132.381 (meters)     434.32  (feet)  COMP
 GC0363  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GC0363
 GC0363  VERT ORDER  -  SECOND    CLASS 0
 GC0363
 GC0363.The horizontal coordinates were scaled from a topographic map and have
 GC0363.an estimated accuracy of +/- 6 seconds.
 GC0363
 GC0363.The orthometric height was determined by differential leveling
 GC0363.and adjusted by the National Geodetic Survey in June 1991..
 GC0363
 GC0363.The geoid height was determined by GEOID03.
 GC0363
 GC0363.The dynamic height is computed by dividing the NAVD 88
 GC0363.geopotential number by the normal gravity value computed on the
 GC0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0363.degrees latitude (g = 980.6199 gals.).
 GC0363
 GC0363.The modeled gravity was interpolated from observed gravity values.
 GC0363
 GC0363;                    North         East    Units  Estimated Accuracy
 GC0363;SPC TN       -   205,950.      545,310.      MT  (+/- 180 meters Scaled)
 GC0363
 GC0363                          SUPERSEDED SURVEY CONTROL
 GC0363
 GC0363  NGVD 29 (??/??/92)  132.544  (m)          434.85   (f) ADJ UNCH    2 0
 GC0363
 GC0363.Superseded values are not recommended for survey control.
 GC0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0363.See file dsdata.txt to determine how the superseded data were derived.
 GC0363
 GC0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF352048(NAD 83)
 GC0363_MARKER: DB = BENCH MARK DISK
 GC0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0363_STAMPING: L 85 1935
 GC0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0363+STABILITY: SURFACE MOTION
 GC0363
 GC0363  HISTORY     - Date     Condition        Report By
 GC0363  HISTORY     - 1935     MONUMENTED       CGS
 GC0363
 GC0363                          STATION DESCRIPTION
 GC0363
 GC0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0363'3.6 MI E FROM DONELSON.
 GC0363'3.6 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE STATION
 GC0363'AT DONELSON, DAVIDSON COUNTY, AT FLAG STATION TRAVIS, 23 FEET
 GC0363'NORTH OF THE CENTERLINE OF A MACADAM ROAD, 26 FEET SOUTHEAST OF
 GC0363'THE SOUTHEAST RAIL, 10 FEET NORTH OF A FENCE, AND 2 FEET LOWER
 GC0363'THAN THE RAIL.  A STANDARD DISK, STAMPED L 85 1935 AND SET IN
 GC0363'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0157 ***********************************************************************
 GC0157  DESIGNATION -  L 86
 GC0157  PID         -  GC0157
 GC0157  STATE/COUNTY-  TN/SUMNER
 GC0157  USGS QUAD   -  LAGUARDO (1983)
 GC0157
 GC0157                         *CURRENT SURVEY CONTROL
 GC0157  ___________________________________________________________________
 GC0157* NAD 83(1986)-  36 22 22.     (N)    086 29 31.     (W)     SCALED    
 GC0157* NAVD 88     -       150.818  (meters)     494.81   (feet)  ADJUSTED  
 GC0157  ___________________________________________________________________
 GC0157  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0157  DYNAMIC HT  -         150.693 (meters)     494.40  (feet)  COMP
 GC0157  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GC0157
 GC0157  VERT ORDER  -  SECOND    CLASS 0
 GC0157
 GC0157.The horizontal coordinates were scaled from a topographic map and have
 GC0157.an estimated accuracy of +/- 6 seconds.
 GC0157
 GC0157.The orthometric height was determined by differential leveling
 GC0157.and adjusted by the National Geodetic Survey in June 1991..
 GC0157
 GC0157.The geoid height was determined by GEOID03.
 GC0157
 GC0157.The dynamic height is computed by dividing the NAVD 88
 GC0157.geopotential number by the normal gravity value computed on the
 GC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0157.degrees latitude (g = 980.6199 gals.).
 GC0157
 GC0157.The modeled gravity was interpolated from observed gravity values.
 GC0157
 GC0157;                    North         East    Units  Estimated Accuracy
 GC0157;SPC TN       -   226,390.      555,860.      MT  (+/- 180 meters Scaled)
 GC0157
 GC0157                          SUPERSEDED SURVEY CONTROL
 GC0157
 GC0157  NGVD 29 (??/??/92)  150.886  (m)          495.03   (f) ADJ UNCH    2 0
 GC0157
 GC0157.Superseded values are not recommended for survey control.
 GC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0157.See file dsdata.txt to determine how the superseded data were derived.
 GC0157
 GC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF455254(NAD 83)
 GC0157_MARKER: DB = BENCH MARK DISK
 GC0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0157_STAMPING: L 86 1935
 GC0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0157+STABILITY: SURFACE MOTION
 GC0157
 GC0157  HISTORY     - Date     Condition        Report By
 GC0157  HISTORY     - 1935     MONUMENTED       CGS
 GC0157  HISTORY     - 1950     MARK NOT FOUND   USGS
 GC0157
 GC0157                          STATION DESCRIPTION
 GC0157
 GC0157'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GC0157'2.7 MI S FROM GALLATIN.
 GC0157'2.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0157'FROM THE STATION AT GALLATIN, SUMNER COUNTY, 170 YARDS WEST OF
 GC0157'SEMAPHORE 1611, AT A ROAD CROSSING, 18 FEET WEST OF THE CENTERLINE
 GC0157'OF THE DIRT ROAD, 17.5 FEET SOUTH OF THE SOUTH RAIL, 17 FEET
 GC0157'NORTH OF A FENCE, AND LEVEL WITH THE BASE OF THE RAIL.  A
 GC0157'STANDARD DISK, STAMPED L 86 1935 AND SET IN THE TOP OF A
 GC0157'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0438 ***********************************************************************
 GC0438  DESIGNATION -  L 87
 GC0438  PID         -  GC0438
 GC0438  STATE/COUNTY-  TN/ROBERTSON
 GC0438  USGS QUAD   -  GREENBRIER (1981)
 GC0438
 GC0438                         *CURRENT SURVEY CONTROL
 GC0438  ___________________________________________________________________
 GC0438* NAD 83(1986)-  36 29 22.     (N)    086 51 39.     (W)     SCALED    
 GC0438* NAVD 88     -       223.089  (meters)     731.92   (feet)  ADJUSTED  
 GC0438  ___________________________________________________________________
 GC0438  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC0438  DYNAMIC HT  -         222.901 (meters)     731.30  (feet)  COMP
 GC0438  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GC0438
 GC0438  VERT ORDER  -  SECOND    CLASS 0
 GC0438
 GC0438.The horizontal coordinates were scaled from a topographic map and have
 GC0438.an estimated accuracy of +/- 6 seconds.
 GC0438
 GC0438.The orthometric height was determined by differential leveling
 GC0438.and adjusted by the National Geodetic Survey in June 1991..
 GC0438
 GC0438.The geoid height was determined by GEOID03.
 GC0438
 GC0438.The dynamic height is computed by dividing the NAVD 88
 GC0438.geopotential number by the normal gravity value computed on the
 GC0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0438.degrees latitude (g = 980.6199 gals.).
 GC0438
 GC0438.The modeled gravity was interpolated from observed gravity values.
 GC0438
 GC0438;                    North         East    Units  Estimated Accuracy
 GC0438;SPC TN       -   239,560.      522,870.      MT  (+/- 180 meters Scaled)
 GC0438
 GC0438                          SUPERSEDED SURVEY CONTROL
 GC0438
 GC0438  NGVD 29 (??/??/92)  223.131  (m)          732.06   (f) ADJ UNCH    2 0
 GC0438
 GC0438.Superseded values are not recommended for survey control.
 GC0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0438.See file dsdata.txt to determine how the superseded data were derived.
 GC0438
 GC0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF124382(NAD 83)
 GC0438_MARKER: DB = BENCH MARK DISK
 GC0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0438_STAMPING: L 87 1935
 GC0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0438+STABILITY: SURFACE MOTION
 GC0438
 GC0438  HISTORY     - Date     Condition        Report By
 GC0438  HISTORY     - 1935     MONUMENTED       CGS
 GC0438  HISTORY     - 1956     MARK NOT FOUND   NGS
 GC0438  HISTORY     - 1961     MARK NOT FOUND   NGS
 GC0438
 GC0438                          STATION DESCRIPTION
 GC0438
 GC0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GC0438'2 MI SE FROM SPRINGFIELD.
 GC0438'2.0 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC0438'FROM THE STATION AT SPRINGFIELD, ROBERTSON COUNTY, 0.2 MILE
 GC0438'NORTH OF A CONCRETE OVERHEAD HIGHWAY BRIDGE, 44 FEET SOUTHEAST
 GC0438'OF THE CROSSING OF THE CENTERLINE OF A PRIVATE LANE, 15.7
 GC0438'FEET EAST OF THE EAST RAIL, AND 1.5 FEET LOWER THAN THE TOP OF
 GC0438'THE RAIL.  A STANDARD DISK, STAMPED L 87 1935 AND SET IN THE TOP
 GC0438'OF A CONCRETE POST.
 GC0438
 GC0438                          STATION RECOVERY (1961)
 GC0438
 GC0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0304 ***********************************************************************
 FF0304  DESIGNATION -  L 88
 FF0304  PID         -  FF0304
 FF0304  STATE/COUNTY-  TN/SHELBY
 FF0304  USGS QUAD   -  LOCKE (1970)
 FF0304
 FF0304                         *CURRENT SURVEY CONTROL
 FF0304  ___________________________________________________________________
 FF0304* NAD 83(1986)-  35 15 05.     (N)    090 03 21.     (W)     SCALED    
 FF0304* NAVD 88     -        88.219  (meters)     289.43   (feet)  ADJUSTED  
 FF0304  ___________________________________________________________________
 FF0304  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF0304  DYNAMIC HT  -          88.140 (meters)     289.17  (feet)  COMP
 FF0304  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FF0304
 FF0304  VERT ORDER  -  FIRST     CLASS II
 FF0304
 FF0304.The horizontal coordinates were scaled from a topographic map and have
 FF0304.an estimated accuracy of +/- 6 seconds.
 FF0304
 FF0304.The orthometric height was determined by differential leveling
 FF0304.and adjusted by the National Geodetic Survey in June 1991..
 FF0304
 FF0304.The geoid height was determined by GEOID03.
 FF0304
 FF0304.The dynamic height is computed by dividing the NAVD 88
 FF0304.geopotential number by the normal gravity value computed on the
 FF0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0304.degrees latitude (g = 980.6199 gals.).
 FF0304
 FF0304.The modeled gravity was interpolated from observed gravity values.
 FF0304
 FF0304;                    North         East    Units  Estimated Accuracy
 FF0304;SPC TN       -   109,510.      230,990.      MT  (+/- 180 meters Scaled)
 FF0304
 FF0304                          SUPERSEDED SURVEY CONTROL
 FF0304
 FF0304  NGVD 29 (??/??/??)   88.182  (m)          289.31   (f) ADJUSTED    1 2
 FF0304
 FF0304.Superseded values are not recommended for survey control.
 FF0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0304.See file dsdata.txt to determine how the superseded data were derived.
 FF0304
 FF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV678048(NAD 83)
 FF0304_MARKER: DB = BENCH MARK DISK
 FF0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0304_STAMPING: L 88 1957
 FF0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0304+STABILITY: SURFACE MOTION
 FF0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0304+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 FF0304
 FF0304  HISTORY     - Date     Condition        Report By
 FF0304  HISTORY     - 1957     MONUMENTED       CGS
 FF0304  HISTORY     - 19980822 GOOD             TN1620
 FF0304  HISTORY     - 20021021 GOOD             USACE
 FF0304  HISTORY     - 20040303 GOOD             TN1620
 FF0304
 FF0304                          STATION DESCRIPTION
 FF0304
 FF0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0304'4.3 MI NW FROM FRAYSER.
 FF0304'0.45 MILE NORTH ALONG U.S. HIGHWAY 51 FROM THE OVERPASS OVER
 FF0304'THE ILLINOIS CENTRAL RAILROAD AT FRAYSER, THENCE 0.55 MILE
 FF0304'WEST ALONG MARSHA ROAD, THENCE 3.3 MILES NORTH AND NORTHWEST
 FF0304'ALONG BENJESTOWN ROAD, AT THE JUNCTION OF CIRCLE ROAD LEADING
 FF0304'EAST, 80 FEET SOUTHWEST OF THE CENTER LINE OF THE BENJESTOWN
 FF0304'ROAD, 90 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 FF0304'BENJESTOWN ROAD AND CIRCLE ROAD LEADING EAST, 91 FEET NORTH AND
 FF0304'ACROSS A DRIVEWAY FROM THE NORTHEAST CORNER OF A BRICK HOME, 32
 FF0304'FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 14 FEET
 FF0304'SOUTHEAST OF A FENCE LINE, 5 FEET SOUTHWEST OF TELEPHONE CABLE
 FF0304'POLE NO. 40522/82, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FF0304'POST, 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 FF0304'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 FF0304
 FF0304                          STATION RECOVERY (1998)
 FF0304
 FF0304'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (RS)
 FF0304'RECOVERED IN GOOD CONDITION.
 FF0304
 FF0304                          STATION RECOVERY (2002)
 FF0304
 FF0304'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0304'MARK IS IN N PART OF FRONT YARD OF RESIDENCE AT 4595 BENJENTOWN RD.
 FF0304
 FF0304                          STATION RECOVERY (2004)
 FF0304
 FF0304'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2004 (MP)
 FF0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1641 ***********************************************************************
 FE1641  DESIGNATION -  L 89
 FE1641  PID         -  FE1641
 FE1641  STATE/COUNTY-  TN/LAUDERDALE
 FE1641  USGS QUAD   -  GILT EDGE (1981)
 FE1641
 FE1641                         *CURRENT SURVEY CONTROL
 FE1641  ___________________________________________________________________
 FE1641* NAD 83(1986)-  35 36 27.     (N)    089 51 59.     (W)     SCALED    
 FE1641* NAVD 88     -        79.996  (meters)     262.45   (feet)  ADJUSTED  
 FE1641  ___________________________________________________________________
 FE1641  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1641  DYNAMIC HT  -          79.928 (meters)     262.23  (feet)  COMP
 FE1641  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 FE1641
 FE1641  VERT ORDER  -  FIRST     CLASS II
 FE1641
 FE1641.The horizontal coordinates were scaled from a topographic map and have
 FE1641.an estimated accuracy of +/- 6 seconds.
 FE1641
 FE1641.The orthometric height was determined by differential leveling
 FE1641.and adjusted by the National Geodetic Survey in June 1991..
 FE1641
 FE1641.The geoid height was determined by GEOID03.
 FE1641
 FE1641.The dynamic height is computed by dividing the NAVD 88
 FE1641.geopotential number by the normal gravity value computed on the
 FE1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1641.degrees latitude (g = 980.6199 gals.).
 FE1641
 FE1641.The modeled gravity was interpolated from observed gravity values.
 FE1641
 FE1641;                    North         East    Units  Estimated Accuracy
 FE1641;SPC TN       -   148,290.      249,780.      MT  (+/- 180 meters Scaled)
 FE1641
 FE1641                          SUPERSEDED SURVEY CONTROL
 FE1641
 FE1641  NGVD 29 (??/??/??)   79.965  (m)          262.35   (f) ADJUSTED    1 2
 FE1641
 FE1641.Superseded values are not recommended for survey control.
 FE1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1641.See file dsdata.txt to determine how the superseded data were derived.
 FE1641
 FE1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE403441(NAD 83)
 FE1641_MARKER: DB = BENCH MARK DISK
 FE1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1641_STAMPING: L 89 1957
 FE1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1641+STABILITY: SURFACE MOTION
 FE1641
 FE1641  HISTORY     - Date     Condition        Report By
 FE1641  HISTORY     - 1957     MONUMENTED       CGS
 FE1641  HISTORY     - 1974     GOOD             LOCSUR
 FE1641  HISTORY     - 19971204 SEE DESCRIPTION  USE
 FE1641
 FE1641                          STATION DESCRIPTION
 FE1641
 FE1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1641'1 MI E FROM FULTON.
 FE1641'1.0 MILE EAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE AT
 FE1641'FULTON, 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 FE1641'SOUTHEAST OF A POWER LINE POLE, 9 FEET NORTH-NORTHWEST OF THE
 FE1641'NORTHEAST CORNER OF A SMALL HOUSE OWNED BY ALFRED FAIN, 5 FEET
 FE1641'NORTH-NORTHWEST OF THE CENTER OF THE TOP OF A CISTERN, 3 1/2
 FE1641'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH, 1 FOOT BELOW
 FE1641'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FE1641'PROJECTING 1 INCH ABOVE THE GROUND.
 FE1641
 FE1641                          STATION RECOVERY (1974)
 FE1641
 FE1641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 FE1641'RECOVERED IN GOOD CONDITION.
 FE1641
 FE1641                          STATION RECOVERY (1997)
 FE1641
 FE1641'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE1641'FOUND CONCRETE POST.  CAP HAS BEEN REMOVED FROM POST.  DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0705 ***********************************************************************
 FD0705  DESIGNATION -  L 9
 FD0705  PID         -  FD0705
 FD0705  STATE/COUNTY-  TN/MAURY
 FD0705  USGS QUAD   -  COLUMBIA (1989)
 FD0705
 FD0705                         *CURRENT SURVEY CONTROL
 FD0705  ___________________________________________________________________
 FD0705* NAD 83(1986)-  35 36 42.     (N)    087 03 03.     (W)     SCALED    
 FD0705* NAVD 88     -       205.550  (meters)     674.38   (feet)  ADJUSTED  
 FD0705  ___________________________________________________________________
 FD0705  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FD0705  DYNAMIC HT  -         205.369 (meters)     673.78  (feet)  COMP
 FD0705  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FD0705
 FD0705  VERT ORDER  -  FIRST     CLASS II
 FD0705
 FD0705.The horizontal coordinates were scaled from a topographic map and have
 FD0705.an estimated accuracy of +/- 6 seconds.
 FD0705
 FD0705.The orthometric height was determined by differential leveling
 FD0705.and adjusted by the National Geodetic Survey in June 1991..
 FD0705
 FD0705.The geoid height was determined by GEOID03.
 FD0705
 FD0705.The dynamic height is computed by dividing the NAVD 88
 FD0705.geopotential number by the normal gravity value computed on the
 FD0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0705.degrees latitude (g = 980.6199 gals.).
 FD0705
 FD0705.The modeled gravity was interpolated from observed gravity values.
 FD0705
 FD0705;                    North         East    Units  Estimated Accuracy
 FD0705;SPC TN       -   142,340.      504,800.      MT  (+/- 180 meters Scaled)
 FD0705
 FD0705                          SUPERSEDED SURVEY CONTROL
 FD0705
 FD0705  NGVD 29 (??/??/92)  205.531  (m)          674.31   (f) ADJ UNCH    1 2
 FD0705
 FD0705.Superseded values are not recommended for survey control.
 FD0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0705.See file dsdata.txt to determine how the superseded data were derived.
 FD0705
 FD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE953408(NAD 83)
 FD0705_MARKER: DB = BENCH MARK DISK
 FD0705_SETTING: 66 = SET IN ROCK OUTCROP
 FD0705_SP_SET: SET IN ROCK OUTCROP
 FD0705_STAMPING: L 9 1931 674.503
 FD0705_MARK LOGO: CGS   
 FD0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0705
 FD0705  HISTORY     - Date     Condition        Report By
 FD0705  HISTORY     - 1931     MONUMENTED       CGS
 FD0705  HISTORY     - 1949     GOOD             NGS
 FD0705  HISTORY     - 1953     GOOD             NGS
 FD0705  HISTORY     - 1984     GOOD             NGS
 FD0705
 FD0705                          STATION DESCRIPTION
 FD0705
 FD0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0705'0.8 MI NW FROM COLUMBIA.
 FD0705'ABOUT 0.8 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FD0705'RAILROAD FROM THE STATION AT COLUMBIA, ABOUT 0.25 MILE SOUTHEAST
 FD0705'OF THE CROSSING OF STATE HIGHWAY 6, 167 FEET WEST OF THE WEST
 FD0705'END OF THE NORTH WOOD PILING ABUTMENT OF A STEEL BRIDGE OVERPASS
 FD0705'OVER RAILROAD, SET IN THE TOP OF A TRIANGLE SHAPED OUTCROPPING
 FD0705'OF ROCK OUT OF CUT BANK, 7.8 FEET NORTH OF THE NORTH RAIL AND
 FD0705'ABOUT 1 1/2 FEET ABOVE THE TRACK.
 FD0705
 FD0705                          STATION RECOVERY (1953)
 FD0705
 FD0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD0705'RECOVERED IN GOOD CONDITION.
 FD0705
 FD0705                          STATION RECOVERY (1984)
 FD0705
 FD0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0705'RECOVERED IN GOOD CONDITION.
 FD0705'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1331 ***********************************************************************
 FE1331  DESIGNATION -  L 90
 FE1331  PID         -  FE1331
 FE1331  STATE/COUNTY-  TN/TIPTON
 FE1331  USGS QUAD   -  DRUMMONDS (1983)
 FE1331
 FE1331                         *CURRENT SURVEY CONTROL
 FE1331  ___________________________________________________________________
 FE1331* NAD 83(1986)-  35 27 06.     (N)    089 58 31.     (W)     SCALED    
 FE1331* NAVD 88     -        71.448  (meters)     234.41   (feet)  ADJUSTED  
 FE1331  ___________________________________________________________________
 FE1331  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1331  DYNAMIC HT  -          71.384 (meters)     234.20  (feet)  COMP
 FE1331  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 FE1331
 FE1331  VERT ORDER  -  FIRST     CLASS II
 FE1331
 FE1331.The horizontal coordinates were scaled from a topographic map and have
 FE1331.an estimated accuracy of +/- 6 seconds.
 FE1331
 FE1331.The orthometric height was determined by differential leveling
 FE1331.and adjusted by the National Geodetic Survey in June 1991..
 FE1331
 FE1331.The geoid height was determined by GEOID03.
 FE1331
 FE1331.The dynamic height is computed by dividing the NAVD 88
 FE1331.geopotential number by the normal gravity value computed on the
 FE1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1331.degrees latitude (g = 980.6199 gals.).
 FE1331
 FE1331.The modeled gravity was interpolated from observed gravity values.
 FE1331
 FE1331;                    North         East    Units  Estimated Accuracy
 FE1331;SPC TN       -   131,410.      239,220.      MT  (+/- 180 meters Scaled)
 FE1331
 FE1331                          SUPERSEDED SURVEY CONTROL
 FE1331
 FE1331  NGVD 29 (??/??/??)   71.416  (m)          234.30   (f) ADJUSTED    1 2
 FE1331
 FE1331.Superseded values are not recommended for survey control.
 FE1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1331.See file dsdata.txt to determine how the superseded data were derived.
 FE1331
 FE1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE299272(NAD 83)
 FE1331_MARKER: P = PIPE CAP
 FE1331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1331_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1331_STAMPING: L 90 1957
 FE1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1331
 FE1331  HISTORY     - Date     Condition        Report By
 FE1331  HISTORY     - 1957     MONUMENTED       CGS
 FE1331  HISTORY     - 20020412 POOR             USACE
 FE1331
 FE1331                          STATION DESCRIPTION
 FE1331
 FE1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1331'3.6 MI NW FROM DIXONVILLE.
 FE1331'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1331'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG
 FE1331'A GRAVEL ROAD, THENCE 0.75 MILE WEST ALONG A DIRT FARM ROAD,
 FE1331'THENCE 0.35 MILE NORTH ALONG A DIRT FARM ROAD, ABOUT 0.8 MILE
 FE1331'SOUTH OF A DIRT FARM ROAD LEADING WEST TO THE MISSISSIPPI RIVER,
 FE1331'AT THE SOUTHEAST CORNER OF A WOODED AREA, 95 FEET WEST OF THE
 FE1331'CENTER LINE OF THE ROAD, 18 FEET WEST-SOUTHWEST OF A 28 INCH ELM
 FE1331'TREE, 22 FEET NORTH OF A 26-INCH PECAN TREE, 18 FEET
 FE1331'WEST-NORTHWEST OF A 30-INH PECAN TREE, ABOUT LEVEL WITH THE
 FE1331'ROAD, A DISK WELDED ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING
 FE1331'5 INCHES ABOVE THE GROUND.
 FE1331
 FE1331                          STATION RECOVERY (2002)
 FE1331
 FE1331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1331'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1574 ***********************************************************************
 FE1574  DESIGNATION -  L 91
 FE1574  PID         -  FE1574
 FE1574  STATE/COUNTY-  TN/LAUDERDALE
 FE1574  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1574
 FE1574                         *CURRENT SURVEY CONTROL
 FE1574  ___________________________________________________________________
 FE1574* NAD 83(1986)-  35 47 19.     (N)    089 37 06.     (W)     SCALED    
 FE1574* NAVD 88     -       101.660  (meters)     333.53   (feet)  ADJUSTED  
 FE1574  ___________________________________________________________________
 FE1574  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE1574  DYNAMIC HT  -         101.574 (meters)     333.25  (feet)  COMP
 FE1574  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 FE1574
 FE1574  VERT ORDER  -  FIRST     CLASS I
 FE1574
 FE1574.The horizontal coordinates were scaled from a topographic map and have
 FE1574.an estimated accuracy of +/- 6 seconds.
 FE1574
 FE1574.The orthometric height was determined by differential leveling
 FE1574.and adjusted by the National Geodetic Survey in June 1991..
 FE1574
 FE1574.The geoid height was determined by GEOID03.
 FE1574
 FE1574.The dynamic height is computed by dividing the NAVD 88
 FE1574.geopotential number by the normal gravity value computed on the
 FE1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1574.degrees latitude (g = 980.6199 gals.).
 FE1574
 FE1574.The modeled gravity was interpolated from observed gravity values.
 FE1574
 FE1574;                    North         East    Units  Estimated Accuracy
 FE1574;SPC TN       -   167,510.      272,980.      MT  (+/- 180 meters Scaled)
 FE1574
 FE1574                          SUPERSEDED SURVEY CONTROL
 FE1574
 FE1574  NGVD 29 (??/??/??)  101.618  (m)          333.39   (f) ADJUSTED    1 1
 FE1574
 FE1574.Superseded values are not recommended for survey control.
 FE1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1574.See file dsdata.txt to determine how the superseded data were derived.
 FE1574
 FE1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE633636(NAD 83)
 FE1574_MARKER: DB = BENCH MARK DISK
 FE1574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1574_SP_SET: 56 FEET
 FE1574_STAMPING: L 91 1957
 FE1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1574+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1574
 FE1574  HISTORY     - Date     Condition        Report By
 FE1574  HISTORY     - 1957     MONUMENTED       CGS
 FE1574  HISTORY     - 1974     GOOD             NGS
 FE1574  HISTORY     - 20020809 GOOD             USACE
 FE1574
 FE1574                          STATION DESCRIPTION
 FE1574
 FE1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1574'2 MI NW FROM ARP.
 FE1574'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ELEMENTARY
 FE1574'SCHOOL AT ARP, THENCE 1.15 MILES NORTH ALONG AN ASPHALT ROAD,
 FE1574'0.2 MILE SOUTH OF THE WALNUT GROVE BAPTIST CHURCH AND CEMETERY,
 FE1574'AT THE JUNCTION WITH A PAVED ROAD LEADING NORTH TO CHURCH AND
 FE1574'PAVED ROAD LEADING WEST AND NORTHWEST, 61 FEET SOUTHEAST OF THE
 FE1574'CENTER OF THE JUNCTION, 44 FEET SOUTHEAST OF A LARGE LONE PECAN
 FE1574'TREE, 32 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO
 FE1574'HOUSE, 38 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD LEADING
 FE1574'NORTH TO CHURCH, 15 FEET EAST OF A FENCE CORNER POST, 1/2 FOOT
 FE1574'NORTH OF AN OLD FENCE LINE, 17.6 FEET EAST OF A TELEPHONE CABLE
 FE1574'PEDESTAL AND ON TOP OF A COPPER COATED STEEL ROD, 1-INCH BELOW
 FE1574'SURFACE OF THE GROUND AND PROTECTED BY A 4-INCH TILE FLUSH WITH
 FE1574'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 FE1574
 FE1574                          STATION RECOVERY (2002)
 FE1574
 FE1574'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1574'MONUMENT IS ALSO 1.0 FT E FO A 4 IN X4 IN CONCRETE POST PROJECTING 16
 FE1574'IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1396 ***********************************************************************
 FE1396  DESIGNATION -  L 92
 FE1396  PID         -  FE1396
 FE1396  STATE/COUNTY-  TN/SHELBY
 FE1396  USGS QUAD   -  MILLINGTON (1997)
 FE1396
 FE1396                         *CURRENT SURVEY CONTROL
 FE1396  ___________________________________________________________________
 FE1396* NAD 83(1986)-  35 18 31.     (N)    089 55 04.     (W)     SCALED    
 FE1396* NAVD 88     -        87.308  (meters)     286.44   (feet)  ADJUSTED  
 FE1396  ___________________________________________________________________
 FE1396  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1396  DYNAMIC HT  -          87.231 (meters)     286.19  (feet)  COMP
 FE1396  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 FE1396
 FE1396  VERT ORDER  -  SECOND    CLASS 0
 FE1396
 FE1396.The horizontal coordinates were scaled from a topographic map and have
 FE1396.an estimated accuracy of +/- 6 seconds.
 FE1396
 FE1396.The orthometric height was determined by differential leveling
 FE1396.and adjusted by the National Geodetic Survey in June 1991..
 FE1396
 FE1396.The geoid height was determined by GEOID03.
 FE1396
 FE1396.The dynamic height is computed by dividing the NAVD 88
 FE1396.geopotential number by the normal gravity value computed on the
 FE1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1396.degrees latitude (g = 980.6199 gals.).
 FE1396
 FE1396.The modeled gravity was interpolated from observed gravity values.
 FE1396
 FE1396;                    North         East    Units  Estimated Accuracy
 FE1396;SPC TN       -   115,340.      243,800.      MT  (+/- 180 meters Scaled)
 FE1396
 FE1396                          SUPERSEDED SURVEY CONTROL
 FE1396
 FE1396  NGVD 29 (??/??/??)   87.287  (m)          286.37   (f) ADJUSTED    2 0
 FE1396
 FE1396.Superseded values are not recommended for survey control.
 FE1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1396.See file dsdata.txt to determine how the superseded data were derived.
 FE1396
 FE1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE347111(NAD 83)
 FE1396_MARKER: DB = BENCH MARK DISK
 FE1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1396_STAMPING: L 92 1957
 FE1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1396+STABILITY: SURFACE MOTION
 FE1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1396+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1396
 FE1396  HISTORY     - Date     Condition        Report By
 FE1396  HISTORY     - 1957     MONUMENTED       CGS
 FE1396  HISTORY     - 20021007 GOOD             USACE
 FE1396
 FE1396                          STATION DESCRIPTION
 FE1396
 FE1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1396'2.9 MI SW FROM MILLINGTON.
 FE1396'ABOUT 2.9 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1396'FROM THE STATION AT MILLINGTON, 48 1/2 FEET SOUTHEAST OF THE
 FE1396'SOUTHEAST RAIL, 69 FEET NORTHEAST OF THE CENTER OF THE
 FE1396'INTERSECTION OF A ROAD CROSSING AND THE NORTH BOUND TRACK, 90
 FE1396'FEET SOUTH OF TELEPHONE POLE NO. 6595, 24 FEET NORTH OF THE
 FE1396'CENTER LINE OF SYKES ROAD, 3 FEET NORTH OF A FENCE CORNER, 66
 FE1396'FEET SOUTH-SOUTHEAST OF THE SOUTH END OF THE EAST HEAD WALL OF A
 FE1396'24-INCH IRON PIPE CULVERT UNDER THE TRACK, 1 FOOT NORTHWEST OF
 FE1396'THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE1396'POST PROJECTING 3 INCHES.  NOTE-- ABOUT 3.9 MILES NORTHEAST OF
 FE1396'THE ILLINOIS CENTRAL RAILROAD STATION AT WOODSTOCK, TENN.
 FE1396
 FE1396                          STATION RECOVERY (2002)
 FE1396
 FE1396'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1396'MARK IS NOW 12 IN BELOW GROUND, 1.0 FT S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1714 ***********************************************************************
 FE1714  DESIGNATION -  L 94
 FE1714  PID         -  FE1714
 FE1714  STATE/COUNTY-  TN/LAUDERDALE
 FE1714  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1714
 FE1714                         *CURRENT SURVEY CONTROL
 FE1714  ___________________________________________________________________
 FE1714* NAD 83(1986)-  35 40 30.     (N)    089 34 14.     (W)     SCALED    
 FE1714* NAVD 88     -        91.933  (meters)     301.62   (feet)  ADJUSTED  
 FE1714  ___________________________________________________________________
 FE1714  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1714  DYNAMIC HT  -          91.855 (meters)     301.36  (feet)  COMP
 FE1714  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 FE1714
 FE1714  VERT ORDER  -  FIRST     CLASS I
 FE1714
 FE1714.The horizontal coordinates were scaled from a topographic map and have
 FE1714.an estimated accuracy of +/- 6 seconds.
 FE1714
 FE1714.The orthometric height was determined by differential leveling
 FE1714.and adjusted by the National Geodetic Survey in June 1991..
 FE1714
 FE1714.The geoid height was determined by GEOID03.
 FE1714
 FE1714.The dynamic height is computed by dividing the NAVD 88
 FE1714.geopotential number by the normal gravity value computed on the
 FE1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1714.degrees latitude (g = 980.6199 gals.).
 FE1714
 FE1714.The modeled gravity was interpolated from observed gravity values.
 FE1714
 FE1714;                    North         East    Units  Estimated Accuracy
 FE1714;SPC TN       -   154,750.      276,840.      MT  (+/- 180 meters Scaled)
 FE1714
 FE1714                          SUPERSEDED SURVEY CONTROL
 FE1714
 FE1714  NGVD 29 (??/??/??)   91.896  (m)          301.50   (f) ADJUSTED    1 1
 FE1714
 FE1714.Superseded values are not recommended for survey control.
 FE1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1714.See file dsdata.txt to determine how the superseded data were derived.
 FE1714
 FE1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE673509(NAD 83)
 FE1714_MARKER: DB = BENCH MARK DISK
 FE1714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1714_SP_SET: UNDERPASS
 FE1714_STAMPING: L 94 1957
 FE1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1714+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FE1714
 FE1714  HISTORY     - Date     Condition        Report By
 FE1714  HISTORY     - 1957     MONUMENTED       CGS
 FE1714  HISTORY     - 1974     GOOD             NGS
 FE1714  HISTORY     - 20020808 GOOD             USACE
 FE1714
 FE1714                          STATION DESCRIPTION
 FE1714
 FE1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1714'0.2 MI NE FROM HENNING.
 FE1714'ABOUT 0.2 MILE NORTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 FE1714'CITY HALL AT HENNING, AT AN OLD ARCH TYPE CONCRETE UNDERPASS,
 FE1714'13.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 FE1714'6 FEET EAST-SOUTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 FE1714'CONCRETE HEADWALL OF UNDERPASS, SET IN TOP OF THE EAST CORNER
 FE1714'OF THE SECOND STEP DOWN FROM THE SOUTHEAST HEADWALL, 4 1/2 FEET
 FE1714'BELOW LEVEL OF THE RAILS.
 FE1714
 FE1714                          STATION RECOVERY (2002)
 FE1714
 FE1714'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1526 ***********************************************************************
 FE1526  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1526  DESIGNATION -  L 95
 FE1526  PID         -  FE1526
 FE1526  STATE/COUNTY-  TN/DYER
 FE1526  USGS QUAD   -  CHIC (1983)
 FE1526
 FE1526                         *CURRENT SURVEY CONTROL
 FE1526  ___________________________________________________________________
 FE1526* NAD 83(1995)-  35 57 40.90138(N)    089 40 09.26486(W)     ADJUSTED  
 FE1526* NAVD 88     -        79.74   (meters)     261.6    (feet)  GPS OBS   
 FE1526  ___________________________________________________________________
 FE1526  X           -      29,837.136 (meters)                     COMP
 FE1526  Y           -  -5,168,473.265 (meters)                     COMP
 FE1526  Z           -   3,724,752.660 (meters)                     COMP
 FE1526  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 FE1526  ELLIP HEIGHT-          51.62  (meters)          (05/31/05) GPS OBS
 FE1526  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE1526  DYNAMIC HT  -          79.67  (meters)     261.4   (feet)  COMP
 FE1526  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 FE1526
 FE1526  HORZ ORDER  -  FIRST
 FE1526  VERT ORDER  -  FIRST     CLASS II (See Below)
 FE1526  ELLP ORDER  -  FOURTH    CLASS II
 FE1526
 FE1526.The horizontal coordinates were established by GPS observations
 FE1526.and adjusted by the National Geodetic Survey in May 2005..
 FE1526
 FE1526.The orthometric height was determined by GPS observations and a
 FE1526.high-resolution geoid model using precise GPS observation and
 FE1526.processing techniques. It supersedes the leveled height previously
 FE1526.determined for this station.
 FE1526.The vertical order pertains to the first NAVD 88 superseded value.
 FE1526
 FE1526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1526
 FE1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1526
 FE1526.The ellipsoidal height was determined by GPS observations
 FE1526.and is referenced to NAD 83.
 FE1526
 FE1526.The geoid height was determined by GEOID03.
 FE1526
 FE1526.The dynamic height is computed by dividing the NAVD 88
 FE1526.geopotential number by the normal gravity value computed on the
 FE1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1526.degrees latitude (g = 980.6199 gals.).
 FE1526
 FE1526.The modeled gravity was interpolated from observed gravity values.
 FE1526
 FE1526;                    North         East     Units Scale Factor Converg.
 FE1526;SPC TN       -   186,832.106   269,100.260   MT  0.99995086   -2 08 53.2
 FE1526;SPC TN       -   612,965.00    882,873.10   sFT  0.99995086   -2 08 53.2
 FE1526;UTM  16      - 3,982,957.016   259,283.176   MT  1.00031405   -1 34 05.7
 FE1526
 FE1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1526!SPC TN       -   0.99999190  x   0.99995086  =   0.99994276
 FE1526!UTM  16      -   0.99999190  x   1.00031405  =   1.00030595
 FE1526
 FE1526                          SUPERSEDED SURVEY CONTROL
 FE1526
 FE1526  NAVD 88 (06/15/91)   79.694  (m)          261.46   (f) ADJUSTED    1 2
 FE1526  NGVD 29 (??/??/??)   79.636  (m)          261.27   (f) ADJUSTED    1 2
 FE1526
 FE1526.Superseded values are not recommended for survey control.
 FE1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1526.See file dsdata.txt to determine how the superseded data were derived.
 FE1526
 FE1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5928382957(NAD 83)
 FE1526_MARKER: DB = BENCH MARK DISK
 FE1526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1526_SP_SET: 64 FEET
 FE1526_STAMPING: L 95 1957
 FE1526_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1526+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 FE1526
 FE1526  HISTORY     - Date     Condition        Report By
 FE1526  HISTORY     - 1957     MONUMENTED       CGS
 FE1526  HISTORY     - 20020806 GOOD             USACE
 FE1526  HISTORY     - 20030708 GOOD             EMC
 FE1526
 FE1526                          STATION DESCRIPTION
 FE1526
 FE1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1526'AT CHIC.
 FE1526'AT CHIC, ABOUT 1.15 MILES NORTHWEST ALONG ONE-LANE PAVED ROAD
 FE1526'FROM THE HOLLINESS CHURCH, AT CONCRETE BLOCK SCHOOL BUILDING,
 FE1526'34 1/2 FEET SOUTHWEST OF SOUTHWEST EDGE OF PAVEMENT OF ROAD,
 FE1526'84 1/2 FEET EAST-NORTHEAST OF EAST CORNER OF SCHOOL BUILDING, 63
 FE1526'FEET NORTHWEST OF A POWER POLE WITH A BRANCH LINE TO SCHOOL, 39
 FE1526'FEET SOUTHEAST OF AN 18-INCH HACKBERRY TREE, 1 1/2 FEET
 FE1526'EAST-NORTHEAST OF EAST CORNER OF CONCRETE BLOCK WELL HOUSE,
 FE1526'1 1/2 FEET EAST-SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FE1526'1/2 FOOT BELOW LEVEL OF PAVEMENT, AND IS A DISK ON COPPER COATED
 FE1526'STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH
 FE1526'TILE WHICH PROJECTS 1 INCH.  THE ROD WAS DRIVEN TO A DEPTH OF
 FE1526'64 FEET.
 FE1526
 FE1526                          STATION RECOVERY (2002)
 FE1526
 FE1526'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1526'RECOVERED IN GOOD CONDITION.
 FE1526
 FE1526                          STATION RECOVERY (2003)
 FE1526
 FE1526'RECOVERY NOTE BY EMC ENGINEERING SERV INC 2003 (MG)
 FE1526'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1544 ***********************************************************************
 FE1544  DESIGNATION -  L 96
 FE1544  PID         -  FE1544
 FE1544  STATE/COUNTY-  TN/LAUDERDALE
 FE1544  USGS QUAD   -  CHIC (1983)
 FE1544
 FE1544                         *CURRENT SURVEY CONTROL
 FE1544  ___________________________________________________________________
 FE1544* NAD 83(1986)-  35 53 44.     (N)    089 38 09.     (W)     SCALED    
 FE1544* NAVD 88     -        77.773  (meters)     255.16   (feet)  ADJUSTED  
 FE1544  ___________________________________________________________________
 FE1544  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FE1544  DYNAMIC HT  -          77.707 (meters)     254.94  (feet)  COMP
 FE1544  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 FE1544
 FE1544  VERT ORDER  -  FIRST     CLASS II
 FE1544
 FE1544.The horizontal coordinates were scaled from a topographic map and have
 FE1544.an estimated accuracy of +/- 6 seconds.
 FE1544
 FE1544.The orthometric height was determined by differential leveling
 FE1544.and adjusted by the National Geodetic Survey in June 1991..
 FE1544
 FE1544.The geoid height was determined by GEOID03.
 FE1544
 FE1544.The dynamic height is computed by dividing the NAVD 88
 FE1544.geopotential number by the normal gravity value computed on the
 FE1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1544.degrees latitude (g = 980.6199 gals.).
 FE1544
 FE1544.The modeled gravity was interpolated from observed gravity values.
 FE1544
 FE1544;                    North         East    Units  Estimated Accuracy
 FE1544;SPC TN       -   179,420.      271,840.      MT  (+/- 180 meters Scaled)
 FE1544
 FE1544                          SUPERSEDED SURVEY CONTROL
 FE1544
 FE1544  NGVD 29 (??/??/??)   77.715  (m)          254.97   (f) ADJUSTED    1 2
 FE1544
 FE1544.Superseded values are not recommended for survey control.
 FE1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1544.See file dsdata.txt to determine how the superseded data were derived.
 FE1544
 FE1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE620755(NAD 83)
 FE1544_MARKER: DB = BENCH MARK DISK
 FE1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1544_STAMPING: L 96 1957
 FE1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1544+STABILITY: SURFACE MOTION
 FE1544
 FE1544  HISTORY     - Date     Condition        Report By
 FE1544  HISTORY     - 1957     MONUMENTED       CGS
 FE1544  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE1544
 FE1544                          STATION DESCRIPTION
 FE1544
 FE1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1544'2.2 MI S FROM HALES POINT.
 FE1544'2.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 FE1544'HIGHWAY 88 AND THE BAPTIST CHURCH AT HALES POINT, AT THE JUNCTION
 FE1544'OF A GRAVEL ROAD EAST, 49 FEET WEST OF CENTER LINE OF
 FE1544'NORTH-SOUTH ROAD, 32 FEET NORTH OF CENTER LINE OF A DIM ROAD WEST
 FE1544'INTO WOODS, 9 FEET NORTH OF EXTENDED CENTER LINE OF ROAD EAST, 2
 FE1544'FEET NORTH OF A POWER POLE WITH GUY WIRES, 2 1/2 FEET SOUTH OF A
 FE1544'CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET
 FE1544'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FE1544
 FE1544                          STATION RECOVERY (1971)
 FE1544
 FE1544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0928 ***********************************************************************
 GA0928  DESIGNATION -  L 97
 GA0928  PID         -  GA0928
 GA0928  STATE/COUNTY-  TN/SULLIVAN
 GA0928  USGS QUAD   -  LOVELACE (1971)
 GA0928
 GA0928                         *CURRENT SURVEY CONTROL
 GA0928  ___________________________________________________________________
 GA0928* NAD 83(1986)-  36 27 00.     (N)    082 39 49.     (W)     SCALED    
 GA0928* NAVD 88     -       412.499  (meters)    1353.34   (feet)  ADJUSTED  
 GA0928  ___________________________________________________________________
 GA0928  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0928  DYNAMIC HT  -         412.119 (meters)    1352.09  (feet)  COMP
 GA0928  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GA0928
 GA0928  VERT ORDER  -  SECOND    CLASS 0
 GA0928
 GA0928.The horizontal coordinates were scaled from a topographic map and have
 GA0928.an estimated accuracy of +/- 6 seconds.
 GA0928
 GA0928.The orthometric height was determined by differential leveling
 GA0928.and adjusted by the National Geodetic Survey in June 1991..
 GA0928
 GA0928.The geoid height was determined by GEOID03.
 GA0928
 GA0928.The dynamic height is computed by dividing the NAVD 88
 GA0928.geopotential number by the normal gravity value computed on the
 GA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0928.degrees latitude (g = 980.6199 gals.).
 GA0928
 GA0928.The modeled gravity was interpolated from observed gravity values.
 GA0928
 GA0928;                    North         East    Units  Estimated Accuracy
 GA0928;SPC TN       -   239,950.      899,050.      MT  (+/- 180 meters Scaled)
 GA0928
 GA0928                          SUPERSEDED SURVEY CONTROL
 GA0928
 GA0928  NGVD 29 (??/??/92)  412.638  (m)         1353.80   (f) ADJ UNCH    2 0
 GA0928
 GA0928.Superseded values are not recommended for survey control.
 GA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0928.See file dsdata.txt to determine how the superseded data were derived.
 GA0928
 GA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA509351(NAD 83)
 GA0928_MARKER: DB = BENCH MARK DISK
 GA0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0928_STAMPING: L 97 1935
 GA0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0928+STABILITY: SURFACE MOTION
 GA0928
 GA0928  HISTORY     - Date     Condition        Report By
 GA0928  HISTORY     - 1935     MONUMENTED       CGS
 GA0928
 GA0928                          STATION DESCRIPTION
 GA0928
 GA0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0928'1.2 MI SE FROM BLAIR GAP.
 GA0928'1.2 MILES SOUTHEAST ALONG THE FALL BRANCH ROAD FROM THE POST
 GA0928'OFFICE AT BLAIR GAP, SULLIVAN COUNTY, AT THE JUNCTION OF THE
 GA0928'WALKER CREEK ROAD, 81 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 GA0928'THE S.H. CONKIN RESIDENCE, 48 FEET NORTHWEST OF THE ROAD TO
 GA0928'BLAIR GAP, 3 FEET NORTHWEST OF A FENCE, AND LEVEL WITH THE ROAD.
 GA0928'A STANDARD DISK, STAMPED L 97 1935 AND SET IN THE TOP OF A
 GA0928'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0817 ***********************************************************************
 GA0817  DESIGNATION -  L 98
 GA0817  PID         -  GA0817
 GA0817  STATE/COUNTY-  TN/GREENE
 GA0817  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0817
 GA0817                         *CURRENT SURVEY CONTROL
 GA0817  ___________________________________________________________________
 GA0817* NAD 83(1986)-  36 19 14.     (N)    082 42 45.     (W)     SCALED    
 GA0817* NAVD 88     -       484.935  (meters)    1590.99   (feet)  POSTED    
 GA0817  ___________________________________________________________________
 GA0817  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0817  DYNAMIC HT  -         484.480 (meters)    1589.50  (feet)  COMP
 GA0817  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 GA0817
 GA0817  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0817
 GA0817.The horizontal coordinates were scaled from a topographic map and have
 GA0817.an estimated accuracy of +/- 6 seconds.
 GA0817
 GA0817.The orthometric height was determined by differential leveling
 GA0817.and adjusted by the National Geodetic Survey in 1992..
 GA0817.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0817.rate of 0.0 thru 1.0 mm/km.
 GA0817
 GA0817.The geoid height was determined by GEOID03.
 GA0817
 GA0817.The dynamic height is computed by dividing the NAVD 88
 GA0817.geopotential number by the normal gravity value computed on the
 GA0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0817.degrees latitude (g = 980.6199 gals.).
 GA0817
 GA0817.The modeled gravity was interpolated from observed gravity values.
 GA0817
 GA0817;                    North         East    Units  Estimated Accuracy
 GA0817;SPC TN       -   225,440.      895,150.      MT  (+/- 180 meters Scaled)
 GA0817
 GA0817                          SUPERSEDED SURVEY CONTROL
 GA0817
 GA0817  NGVD 29 (??/??/92)  485.066  (m)         1591.42   (f) ADJ UNCH    2 0
 GA0817
 GA0817.Superseded values are not recommended for survey control.
 GA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0817.See file dsdata.txt to determine how the superseded data were derived.
 GA0817
 GA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA462208(NAD 83)
 GA0817_MARKER: DB = BENCH MARK DISK
 GA0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0817_STAMPING: L 98 1935
 GA0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0817+STABILITY: SURFACE MOTION
 GA0817
 GA0817  HISTORY     - Date     Condition        Report By
 GA0817  HISTORY     - 1935     MONUMENTED       CGS
 GA0817
 GA0817                          STATION DESCRIPTION
 GA0817
 GA0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0817'10.3 MI SW FROM FALL BRANCH.
 GA0817'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0817'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 7.1 MILES SOUTHWEST
 GA0817'ALONG STATE HIGHWAY 93, 50 YARDS SOUTHEAST OF THE CARMACK
 GA0817'RESIDENCE, 22 YARDS SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 GA0817'CARMACK GENERAL STORE, 10 YARDS SOUTH OF THE CENTERLINE OF THE
 GA0817'HIGHWAY, 8 YARDS NORTHEAST OF A 22-INCH BLACK LOCUST TREE, 1
 GA0817'YARD NORTHWEST OF A WIRE FENCE LINE, AND LEVEL WITH THE HIGHWAY.
 GA0817'A STANDARD DISK, STAMPED L 98 1935 AND SET IN THE TOP OF A CONCRETE
 GA0817'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0782 ***********************************************************************
 GA0782  DESIGNATION -  L 99
 GA0782  PID         -  GA0782
 GA0782  STATE/COUNTY-  TN/GREENE
 GA0782  USGS QUAD   -  MC CLOUD (1961)
 GA0782
 GA0782                         *CURRENT SURVEY CONTROL
 GA0782  ___________________________________________________________________
 GA0782* NAD 83(1986)-  36 19 59.     (N)    082 55 47.     (W)     SCALED    
 GA0782* NAVD 88     -       403.537  (meters)    1323.94   (feet)  ADJUSTED  
 GA0782  ___________________________________________________________________
 GA0782  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0782  DYNAMIC HT  -         403.168 (meters)    1322.73  (feet)  COMP
 GA0782  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 GA0782
 GA0782  VERT ORDER  -  SECOND    CLASS 0
 GA0782
 GA0782.The horizontal coordinates were scaled from a topographic map and have
 GA0782.an estimated accuracy of +/- 6 seconds.
 GA0782
 GA0782.The orthometric height was determined by differential leveling
 GA0782.and adjusted by the National Geodetic Survey in June 1991..
 GA0782
 GA0782.The geoid height was determined by GEOID03.
 GA0782
 GA0782.The dynamic height is computed by dividing the NAVD 88
 GA0782.geopotential number by the normal gravity value computed on the
 GA0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0782.degrees latitude (g = 980.6199 gals.).
 GA0782
 GA0782.The modeled gravity was interpolated from observed gravity values.
 GA0782
 GA0782;                    North         East    Units  Estimated Accuracy
 GA0782;SPC TN       -   226,190.      875,610.      MT  (+/- 180 meters Scaled)
 GA0782
 GA0782                          SUPERSEDED SURVEY CONTROL
 GA0782
 GA0782  NGVD 29 (??/??/92)  403.686  (m)         1324.43   (f) ADJ UNCH    2 0
 GA0782
 GA0782.Superseded values are not recommended for survey control.
 GA0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0782.See file dsdata.txt to determine how the superseded data were derived.
 GA0782
 GA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA268226(NAD 83)
 GA0782_MARKER: DB = BENCH MARK DISK
 GA0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0782_STAMPING: L 99 1935
 GA0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0782+STABILITY: SURFACE MOTION
 GA0782
 GA0782  HISTORY     - Date     Condition        Report By
 GA0782  HISTORY     - 1935     MONUMENTED       CGS
 GA0782  HISTORY     - 1950     GOOD             TVA
 GA0782
 GA0782                          STATION DESCRIPTION
 GA0782
 GA0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0782'3.8 MI N FROM ROMEO.
 GA0782'3.8 MILES N. ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF THE
 GA0782'BAILEYTON ROAD TO ROMEO, GREENE COUNTY, 30 FEET SE OF THE HAWKINS
 GA0782'COUNTY SIGN, 42 FEET E. OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 GA0782'W. OF THE W. SIDE OF A CHURCH AND 6 FEET HIGHER THAN THE HIGHWAY.
 GA0782'40 FEET SOUTHEAST OF CENTERLINE OF CHURCH DRIVEWAY ON GREEN
 GA0782'CO., SIDE OF CHURCH, 35 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 GA0782'27.5 FEET SOUTHEAST OF NORTH CORNER OF COUNTY LINE CHURCH, 24.9
 GA0782'FEET WEST OF COUNTY LINE SIGNPOST, 12.1 FEET NORTHEAST OF WEST
 GA0782'CORNER OF COUNTY LINE CHURCH.  A STANDARD DISK, STAMPED L 99 1935
 GA0782'AND SET IN THE TOP OF A CONCRETE POST.
 GA0782
 GA0782                          STATION RECOVERY (1950)
 GA0782
 GA0782'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0757 ***********************************************************************
 FC0757  DESIGNATION -  L K 156
 FC0757  PID         -  FC0757
 FC0757  STATE/COUNTY-  TN/MEIGS
 FC0757  USGS QUAD   -  SPRING CITY (1990)
 FC0757
 FC0757                         *CURRENT SURVEY CONTROL
 FC0757  ___________________________________________________________________
 FC0757* NAD 83(1986)-  35 37 30.     (N)    084 46 18.     (W)     SCALED    
 FC0757* NAVD 88     -       222.918  (meters)     731.36   (feet)  ADJUSTED  
 FC0757  ___________________________________________________________________
 FC0757  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0757  DYNAMIC HT  -         222.706 (meters)     730.66  (feet)  COMP
 FC0757  MODELED GRAV-     979,676.9   (mgal)                       NAVD 88
 FC0757
 FC0757  VERT ORDER  -  FIRST     CLASS II
 FC0757
 FC0757.The horizontal coordinates were scaled from a topographic map and have
 FC0757.an estimated accuracy of +/- 6 seconds.
 FC0757
 FC0757.The orthometric height was determined by differential leveling
 FC0757.and adjusted by the National Geodetic Survey in June 1991..
 FC0757
 FC0757.The geoid height was determined by GEOID03.
 FC0757
 FC0757.The dynamic height is computed by dividing the NAVD 88
 FC0757.geopotential number by the normal gravity value computed on the
 FC0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0757.degrees latitude (g = 980.6199 gals.).
 FC0757
 FC0757.The modeled gravity was interpolated from observed gravity values.
 FC0757
 FC0757;                    North         East    Units  Estimated Accuracy
 FC0757;SPC TN       -   144,010.      711,270.      MT  (+/- 180 meters Scaled)
 FC0757
 FC0757                          SUPERSEDED SURVEY CONTROL
 FC0757
 FC0757  NGVD 29 (??/??/92)  223.000  (m)          731.63   (f) ADJ UNCH    1 2
 FC0757
 FC0757.Superseded values are not recommended for survey control.
 FC0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0757.See file dsdata.txt to determine how the superseded data were derived.
 FC0757
 FC0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE017446(NAD 83)
 FC0757_MARKER: DD = SURVEY DISK
 FC0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0757_SP_SET: CULVERT
 FC0757_STAMPING: L K 156 1942
 FC0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0757
 FC0757  HISTORY     - Date     Condition        Report By
 FC0757  HISTORY     - 1942     MONUMENTED       TVA
 FC0757  HISTORY     - 1950     GOOD             NGS
 FC0757
 FC0757                          STATION DESCRIPTION
 FC0757
 FC0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0757'1 MI W FROM PEAKLAND.
 FC0757'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 FC0757'AT PEAKLAND, THENCE ABOUT 0.6 MILE WEST ALONG A BLACK TOP ROAD
 FC0757'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.5 MILE NORTHEAST
 FC0757'OF THE EAST END OF THE DAM, ABOUT 0.1 MILE WEST OF A NORTH-SOUTH
 FC0757'CROSSROAD, SET IN THE TOP OF THE CENTER OF THE NORTH CONCRETE
 FC0757'HEAD WALL OF A DOUBLE 42-INCH PIPE CULVERT, 24.5 FEET NORTH
 FC0757'OF THE CENTER LINE OF THE ROAD AND ABOUT 4 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0758 ***********************************************************************
 FC0758  DESIGNATION -  L K 157
 FC0758  PID         -  FC0758
 FC0758  STATE/COUNTY-  TN/MEIGS
 FC0758  USGS QUAD   -  SPRING CITY (1990)
 FC0758
 FC0758                         *CURRENT SURVEY CONTROL
 FC0758  ___________________________________________________________________
 FC0758* NAD 83(1986)-  35 37 33.     (N)    084 46 11.     (W)     SCALED    
 FC0758* NAVD 88     -       221.760  (meters)     727.56   (feet)  ADJUSTED  
 FC0758  ___________________________________________________________________
 FC0758  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0758  DYNAMIC HT  -         221.549 (meters)     726.87  (feet)  COMP
 FC0758  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 FC0758
 FC0758  VERT ORDER  -  FIRST     CLASS II
 FC0758
 FC0758.The horizontal coordinates were scaled from a topographic map and have
 FC0758.an estimated accuracy of +/- 6 seconds.
 FC0758
 FC0758.The orthometric height was determined by differential leveling
 FC0758.and adjusted by the National Geodetic Survey in June 1991..
 FC0758
 FC0758.The geoid height was determined by GEOID03.
 FC0758
 FC0758.The dynamic height is computed by dividing the NAVD 88
 FC0758.geopotential number by the normal gravity value computed on the
 FC0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0758.degrees latitude (g = 980.6199 gals.).
 FC0758
 FC0758.The modeled gravity was interpolated from observed gravity values.
 FC0758
 FC0758;                    North         East    Units  Estimated Accuracy
 FC0758;SPC TN       -   144,100.      711,440.      MT  (+/- 180 meters Scaled)
 FC0758
 FC0758                          SUPERSEDED SURVEY CONTROL
 FC0758
 FC0758  NGVD 29 (??/??/92)  221.841  (m)          727.82   (f) ADJ UNCH    1 2
 FC0758
 FC0758.Superseded values are not recommended for survey control.
 FC0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0758.See file dsdata.txt to determine how the superseded data were derived.
 FC0758
 FC0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE019447(NAD 83)
 FC0758_MARKER: DD = SURVEY DISK
 FC0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0758_SP_SET: CULVERT
 FC0758_STAMPING: L K 157 1942
 FC0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0758
 FC0758  HISTORY     - Date     Condition        Report By
 FC0758  HISTORY     - 1942     MONUMENTED       TVA
 FC0758  HISTORY     - 1950     GOOD             NGS
 FC0758
 FC0758                          STATION DESCRIPTION
 FC0758
 FC0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0758'0.9 MI W FROM PEAKLAND.
 FC0758'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0758'PEAKLAND, THENCE ABOUT 0.45 MILE WEST ALONG A BLACK TOP ROAD
 FC0758'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.65 MILE
 FC0758'NORTHEAST OF THE EAST END OF THE DAM, 72 YARDS EAST OF A
 FC0758'NORTH-SOUTH CROSSROAD, SET IN THE TOP OF THE CENTER OF THE
 FC0758'NORTH HEAD WALL OF A 48-INCH PIPE CULVERT, 22 FEET NORTH OF AND
 FC0758'ABOUT 4 FEET BELOW THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0759 ***********************************************************************
 FC0759  DESIGNATION -  L K 158
 FC0759  PID         -  FC0759
 FC0759  STATE/COUNTY-  TN/MEIGS
 FC0759  USGS QUAD   -  SPRING CITY (1990)
 FC0759
 FC0759                         *CURRENT SURVEY CONTROL
 FC0759  ___________________________________________________________________
 FC0759* NAD 83(1986)-  35 37 36.     (N)    084 46 03.     (W)     SCALED    
 FC0759* NAVD 88     -       225.243  (meters)     738.98   (feet)  ADJUSTED  
 FC0759  ___________________________________________________________________
 FC0759  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC0759  DYNAMIC HT  -         225.029 (meters)     738.28  (feet)  COMP
 FC0759  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 FC0759
 FC0759  VERT ORDER  -  FIRST     CLASS II
 FC0759
 FC0759.The horizontal coordinates were scaled from a topographic map and have
 FC0759.an estimated accuracy of +/- 6 seconds.
 FC0759
 FC0759.The orthometric height was determined by differential leveling
 FC0759.and adjusted by the National Geodetic Survey in June 1991..
 FC0759
 FC0759.The geoid height was determined by GEOID03.
 FC0759
 FC0759.The dynamic height is computed by dividing the NAVD 88
 FC0759.geopotential number by the normal gravity value computed on the
 FC0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0759.degrees latitude (g = 980.6199 gals.).
 FC0759
 FC0759.The modeled gravity was interpolated from observed gravity values.
 FC0759
 FC0759;                    North         East    Units  Estimated Accuracy
 FC0759;SPC TN       -   144,200.      711,640.      MT  (+/- 180 meters Scaled)
 FC0759
 FC0759                          SUPERSEDED SURVEY CONTROL
 FC0759
 FC0759  NGVD 29 (??/??/92)  225.325  (m)          739.25   (f) ADJ UNCH    1 2
 FC0759
 FC0759.Superseded values are not recommended for survey control.
 FC0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0759.See file dsdata.txt to determine how the superseded data were derived.
 FC0759
 FC0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE021448(NAD 83)
 FC0759_MARKER: DD = SURVEY DISK
 FC0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0759_SP_SET: CULVERT
 FC0759_STAMPING: L K 158 1942
 FC0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0759
 FC0759  HISTORY     - Date     Condition        Report By
 FC0759  HISTORY     - 1942     MONUMENTED       TVA
 FC0759  HISTORY     - 1950     GOOD             NGS
 FC0759
 FC0759                          STATION DESCRIPTION
 FC0759
 FC0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0759'0.8 MI W FROM PEAKLAND.
 FC0759'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0759'PEAKLAND, THENCE ABOUT 0.3 MILE WEST ALONG A BLACK TOP ROAD
 FC0759'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.15 MILE EAST
 FC0759'OF A NORTH-SOUTH CROSSROAD, SET IN THE TOP OF THE CENTER OF THE
 FC0759'CENTER OF THE NORTH CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT,
 FC0759'30 FEET NORTH OF AND ABOUT 6 FEET BELOW THE CENTER LINE OF THE
 FC0759'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0760 ***********************************************************************
 FC0760  DESIGNATION -  L K 159
 FC0760  PID         -  FC0760
 FC0760  STATE/COUNTY-  TN/MEIGS
 FC0760  USGS QUAD   -  SPRING CITY (1990)
 FC0760
 FC0760                         *CURRENT SURVEY CONTROL
 FC0760  ___________________________________________________________________
 FC0760* NAD 83(1986)-  35 37 40.     (N)    084 45 49.     (W)     SCALED    
 FC0760* NAVD 88     -       221.374  (meters)     726.29   (feet)  ADJUSTED  
 FC0760  ___________________________________________________________________
 FC0760  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0760  DYNAMIC HT  -         221.163 (meters)     725.60  (feet)  COMP
 FC0760  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 FC0760
 FC0760  VERT ORDER  -  FIRST     CLASS II
 FC0760
 FC0760.The horizontal coordinates were scaled from a topographic map and have
 FC0760.an estimated accuracy of +/- 6 seconds.
 FC0760
 FC0760.The orthometric height was determined by differential leveling
 FC0760.and adjusted by the National Geodetic Survey in June 1991..
 FC0760
 FC0760.The geoid height was determined by GEOID03.
 FC0760
 FC0760.The dynamic height is computed by dividing the NAVD 88
 FC0760.geopotential number by the normal gravity value computed on the
 FC0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0760.degrees latitude (g = 980.6199 gals.).
 FC0760
 FC0760.The modeled gravity was interpolated from observed gravity values.
 FC0760
 FC0760;                    North         East    Units  Estimated Accuracy
 FC0760;SPC TN       -   144,330.      711,990.      MT  (+/- 180 meters Scaled)
 FC0760
 FC0760                          SUPERSEDED SURVEY CONTROL
 FC0760
 FC0760  NGVD 29 (??/??/92)  221.455  (m)          726.56   (f) ADJ UNCH    1 2
 FC0760
 FC0760.Superseded values are not recommended for survey control.
 FC0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0760.See file dsdata.txt to determine how the superseded data were derived.
 FC0760
 FC0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE025449(NAD 83)
 FC0760_MARKER: DD = SURVEY DISK
 FC0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0760_SP_SET: CULVERT
 FC0760_STAMPING: L K 159 1942
 FC0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0760
 FC0760  HISTORY     - Date     Condition        Report By
 FC0760  HISTORY     - 1942     MONUMENTED       TVA
 FC0760  HISTORY     - 1950     GOOD             NGS
 FC0760
 FC0760                          STATION DESCRIPTION
 FC0760
 FC0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0760'0.6 MI W FROM PEAKLAND.
 FC0760'0.45 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0760'PEAKLAND, THENCE ABOUT 0.1 MILE WEST ALONG A BLACK TOP ROAD
 FC0760'LEADING TO THE EAST END OF WATTS BAR DAM, ABOUT 0.1 MILE SOUTHWEST
 FC0760'OF PEAKLAND SCHOOL, SET IN THE TOP OF THE CENTER OF THE NORTH
 FC0760'CONCRETE HEAD WALL OF A DOUBLE 42-INCH PIPE CULVERT, 27 FEET
 FC0760'NORTH OF AND ABOUT 6 FEET BELOW THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0761 ***********************************************************************
 FC0761  DESIGNATION -  L K 160
 FC0761  PID         -  FC0761
 FC0761  STATE/COUNTY-  TN/MEIGS
 FC0761  USGS QUAD   -  SPRING CITY (1990)
 FC0761
 FC0761                         *CURRENT SURVEY CONTROL
 FC0761  ___________________________________________________________________
 FC0761* NAD 83(1986)-  35 37 38.     (N)    084 45 46.     (W)     SCALED    
 FC0761* NAVD 88     -       219.433  (meters)     719.92   (feet)  ADJUSTED  
 FC0761  ___________________________________________________________________
 FC0761  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0761  DYNAMIC HT  -         219.224 (meters)     719.24  (feet)  COMP
 FC0761  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 FC0761
 FC0761  VERT ORDER  -  FIRST     CLASS II
 FC0761
 FC0761.The horizontal coordinates were scaled from a topographic map and have
 FC0761.an estimated accuracy of +/- 6 seconds.
 FC0761
 FC0761.The orthometric height was determined by differential leveling
 FC0761.and adjusted by the National Geodetic Survey in June 1991..
 FC0761
 FC0761.The geoid height was determined by GEOID03.
 FC0761
 FC0761.The dynamic height is computed by dividing the NAVD 88
 FC0761.geopotential number by the normal gravity value computed on the
 FC0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0761.degrees latitude (g = 980.6199 gals.).
 FC0761
 FC0761.The modeled gravity was interpolated from observed gravity values.
 FC0761
 FC0761;                    North         East    Units  Estimated Accuracy
 FC0761;SPC TN       -   144,260.      712,070.      MT  (+/- 180 meters Scaled)
 FC0761
 FC0761                          SUPERSEDED SURVEY CONTROL
 FC0761
 FC0761  NGVD 29 (??/??/92)  219.515  (m)          720.19   (f) ADJ UNCH    1 2
 FC0761
 FC0761.Superseded values are not recommended for survey control.
 FC0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0761.See file dsdata.txt to determine how the superseded data were derived.
 FC0761
 FC0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE025449(NAD 83)
 FC0761_MARKER: DD = SURVEY DISK
 FC0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0761_SP_SET: CULVERT
 FC0761_STAMPING: L K 160 1942
 FC0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0761
 FC0761  HISTORY     - Date     Condition        Report By
 FC0761  HISTORY     - 1942     MONUMENTED       TVA
 FC0761  HISTORY     - 1950     GOOD             NGS
 FC0761
 FC0761                          STATION DESCRIPTION
 FC0761
 FC0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0761'0.5 MI W FROM PEAKLAND.
 FC0761'0.5 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0761'PEAKLAND, 145 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 FC0761'THE HIGHWAY AND A BLACK TOP ROAD WEST TO THE EAST END OF WATTS BAR
 FC0761'DAM, SET IN THE TOP OF THE CENTER OF THE NORTHWEST HEAD WALL OF A
 FC0761'6-FOOT CONCRETE CULVERT, 21 FEET NORTHWEST OF AND ABOUT 3 FEET
 FC0761'BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2001 ***********************************************************************
 FB2001  DESIGNATION -  L R 14
 FB2001  PID         -  FB2001
 FB2001  STATE/COUNTY-  TN/BLOUNT
 FB2001  USGS QUAD   -  WILDWOOD (1988)
 FB2001
 FB2001                         *CURRENT SURVEY CONTROL
 FB2001  ___________________________________________________________________
 FB2001* NAD 83(1986)-  35 46 39.     (N)    083 51 13.     (W)     SCALED    
 FB2001* NAVD 88     -       268.09   (+/-2cm)     879.6    (feet)  VERTCON   
 FB2001  ___________________________________________________________________
 FB2001  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FB2001
 FB2001  VERT ORDER  -  ? (See Below)
 FB2001
 FB2001.The horizontal coordinates were scaled from a topographic map and have
 FB2001.an estimated accuracy of +/- 6 seconds.
 FB2001
 FB2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2001.The vertical order pertains to the NGVD 29 superseded value.
 FB2001
 FB2001.The geoid height was determined by GEOID03.
 FB2001
 FB2001;                    North         East    Units  Estimated Accuracy
 FB2001;SPC TN       -   162,360.      794,040.      MT  (+/- 180 meters Scaled)
 FB2001
 FB2001                          SUPERSEDED SURVEY CONTROL
 FB2001
 FB2001  NGVD 29 (??/??/92)  268.214  (m)          879.97   (f) ADJ UNCH    ?  
 FB2001
 FB2001.Superseded values are not recommended for survey control.
 FB2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2001.See file dsdata.txt to determine how the superseded data were derived.
 FB2001
 FB2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV420630(NAD 83)
 FB2001_MARKER: X = CHISELED CROSS
 FB2001_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB2001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2001
 FB2001  HISTORY     - Date     Condition        Report By
 FB2001  HISTORY     - UNK      MONUMENTED       USGS
 FB2001  HISTORY     - 1938     GOOD             TVA
 FB2001
 FB2001                          STATION DESCRIPTION
 FB2001
 FB2001'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2001'6.4 MI E FROM MARYVILLE.
 FB2001'6.4 MILES EAST ALONG STATE HIGHWAY 73 FROM THE INTERSECTION OF
 FB2001'U.S. HIGHWAY 129 AT MARYVILLE, THENCE 1 MILE NORTH ALONG A COUNTY
 FB2001'ROAD, 250 FEET UPSTREAM FROM DAVIS FORD, 100 FEET FROM THE
 FB2001'WATERS EDGE OF LITTLE RIVER, AND ON A ROCK ON THE EAST SIDE
 FB2001'OF THE ROAD.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2485 ***********************************************************************
 FE2485  DESIGNATION -  LA GRANGE CHURCH SPIRE
 FE2485  PID         -  FE2485
 FE2485  STATE/COUNTY-  TN/FAYETTE
 FE2485  USGS QUAD   -  GRAND JUNCTION (1980)
 FE2485
 FE2485                         *CURRENT SURVEY CONTROL
 FE2485  ___________________________________________________________________
 FE2485* NAD 83(1995)-  35 02 44.19619(N)    089 14 42.33802(W)     ADJUSTED  
 FE2485* NAVD 88     -                                                        
 FE2485  ___________________________________________________________________
 FE2485  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FE2485  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2485
 FE2485  HORZ ORDER  -  THIRD
 FE2485
 FE2485.The horizontal coordinates were established by classical geodetic methods
 FE2485.and adjusted by the National Geodetic Survey in April 1999..
 FE2485
 FE2485
 FE2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2485
 FE2485.The geoid height was determined by GEOID03.
 FE2485
 FE2485;                    North         East     Units Scale Factor Converg.
 FE2485;SPC TN       -    83,936.751   303,967.503   MT  1.00004235   -1 53 59.3
 FE2485;SPC TN       -   275,382.49    997,266.72   sFT  1.00004235   -1 53 59.3
 FE2485;SPC MS E     -   615,010.416   262,433.769   MT  0.99996739   -0 14 11.2
 FE2485;SPC MS E     - 2,017,746.67    861,001.46   sFT  0.99996739   -0 14 11.2
 FE2485;UTM  16      - 3,880,405.529   295,227.218   MT  1.00011681   -1 17 22.7
 FE2485
 FE2485                          SUPERSEDED SURVEY CONTROL
 FE2485
 FE2485  NAD 83(1995)-  35 02 44.19658(N)    089 14 42.33805(W) AD(       ) 4
 FE2485  NAD 83(1995)-  35 02 44.20390(N)    089 14 42.33786(W) AD(       ) 4
 FE2485  NAD 83(1986)-  35 02 44.20780(N)    089 14 42.33801(W) AD(       ) 4
 FE2485  NAD 27      -  35 02 43.89000(N)    089 14 42.09000(W) AD(       ) 3
 FE2485
 FE2485.Superseded values are not recommended for survey control.
 FE2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2485.See file dsdata.txt to determine how the superseded data were derived.
 FE2485
 FE2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD9522780406(NAD 83)
 FE2485_MARKER: 90 = CHURCH SPIRE
 FE2485
 FE2485  HISTORY     - Date     Condition        Report By
 FE2485  HISTORY     - 1914     FIRST OBSERVED   CGS
 FE2485  HISTORY     - 20060430 MARK NOT FOUND   GEOCAC
 FE2485
 FE2485                          STATION DESCRIPTION
 FE2485
 FE2485'DESCRIBED BY GEOCACHING 2006 (LWB)
 FE2485'CHURCH AT THE LOCATION HAS A CORNERSTONE DATED 1928, AND CLAIMS THE
 FE2485'CONGREGATION HAS BEEN THERE SINCE 1832.  MOST LIKELY THE SPIRE
 FE2485'DESCRIBED WAS DESTROYED AND A NEW CHURCH ERECTED.  NEW CHURCH DOES NOT
 FE2485'HAVE A SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2368 ***********************************************************************
 FE2368  DESIGNATION -  LACKEY
 FE2368  PID         -  FE2368
 FE2368  STATE/COUNTY-  TN/MADISON
 FE2368  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2368
 FE2368                         *CURRENT SURVEY CONTROL
 FE2368  ___________________________________________________________________
 FE2368* NAD 83(1995)-  35 30 48.23427(N)    088 52 03.52907(W)     ADJUSTED  
 FE2368* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 FE2368  ___________________________________________________________________
 FE2368  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FE2368  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE2368
 FE2368  HORZ ORDER  -  SECOND
 FE2368
 FE2368.The horizontal coordinates were established by classical geodetic methods
 FE2368.and adjusted by the National Geodetic Survey in April 1999..
 FE2368
 FE2368.The orthometric height was scaled from a topographic map.
 FE2368
 FE2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2368
 FE2368.The geoid height was determined by GEOID03.
 FE2368
 FE2368;                    North         East     Units Scale Factor Converg.
 FE2368;SPC TN       -   134,738.130   339,909.942   MT  0.99996397   -1 40 43.8
 FE2368;SPC TN       -   442,053.35  1,115,187.87   sFT  0.99996397   -1 40 43.8
 FE2368;UTM  16      - 3,931,583.216   330,635.603   MT  0.99995349   -1 05 06.6
 FE2368
 FE2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2368!SPC TN       -   0.99997350  x   0.99996397  =   0.99993747
 FE2368!UTM  16      -   0.99997350  x   0.99995349  =   0.99992699
 FE2368
 FE2368:                Primary Azimuth Mark                     Grid Az
 FE2368:SPC TN       -  JACKSON RAD STA WTJS FM MAST             013 43 30.1
 FE2368:UTM  16      -  JACKSON RAD STA WTJS FM MAST             013 07 52.9
 FE2368
 FE2368|---------------------------------------------------------------------|
 FE2368| PID    Reference Object                     Distance      Geod. Az  |
 FE2368|                                                           dddmmss.s |
 FE2368| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX.15.1 KM 0120246.3 |
 FE2368| FE2335 JACKSON RAD STA WDXI NW MAST        APPROX.17.3 KM 0133914.2 |
 FE2368| FE2337 JACKSON RAD STA WDXI SW MAST        APPROX.17.2 KM 0134021.3 |
 FE2368| FE2334 JACKSON RAD STA WDXI NE MAST        APPROX.17.3 KM 0140523.0 |
 FE2368| FE2336 JACKSON RAD STA WDXI SE MAST        APPROX.17.2 KM 0140634.6 |
 FE2368| CG3651 LACKEY AZ MK                                       0264314.1 |
 FE2368| CG3652 LACKEY RM 1                          37.054 METERS 12438     |
 FE2368| CG3653 LACKEY RM 2                          19.670 METERS 20204     |
 FE2368| FE2287 BRITTON LANE LOT WT 28              APPROX. 8.4 KM 2455445.6 |
 FE2368| FE2375 MADISON JACKSON MUNICIPAL AIRPORT B APPROX.11.3 KM 3370418.9 |
 FE2368|---------------------------------------------------------------------|
 FE2368
 FE2368                          SUPERSEDED SURVEY CONTROL
 FE2368
 FE2368  NAD 83(1995)-  35 30 48.23982(N)    088 52 03.53366(W) AD(       ) 2
 FE2368  NAD 83(1986)-  35 30 48.24595(N)    088 52 03.52993(W) AD(       ) 2
 FE2368  NAD 27      -  35 30 47.97230(N)    088 52 03.31860(W) AD(       ) 2
 FE2368
 FE2368.Superseded values are not recommended for survey control.
 FE2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2368.See file dsdata.txt to determine how the superseded data were derived.
 FE2368
 FE2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3063631583(NAD 83)
 FE2368_MARKER: DS = TRIANGULATION STATION DISK
 FE2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2368
 FE2368  HISTORY     - Date     Condition        Report By
 FE2368  HISTORY     - 1958     MONUMENTED       CGS
 FE2368
 FE2368                          STATION DESCRIPTION
 FE2368
 FE2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2368'THE STATION IS ABOUT 8 MILES SOUTHWEST OF JACKSON, ABOUT 4 MILES
 FE2368'NORTH OF MEDON AND ON PROPERTY OWNED BY MRS.  CHRISTINE
 FE2368'EATON. IT IS 82.2 FEET NORTHEAST OF THE EAST GABLE OF A BARN, 58.7
 FE2368'FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 272 FEET
 FE2368'NORTHWEST OF THE INTERSECTION OF A GRAVELED ROAD AND A DIRT DRIVEWAY
 FE2368'AND 21 FEET NORTHWEST OF A FENCE CORNER AND A WHITE WITNESS
 FE2368'POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LACKEY 1958.
 FE2368'
 FE2368'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 FE2368'SQUARE IN JACKSON, GO WEST ON MAIN STREET FOR 0.15 MILE TO
 FE2368'THE INTERSECTION OF RIVERSIDE STREET ON THE LEFT. TURN LEFT AND GO
 FE2368'SOUTH ON RIVERSIDE STREET FOR 0.5 MILE TO A RAILROAD
 FE2368'CROSSING. CONTINUE SOUTH ON THE PAVED ROAD FOR 2.6 MILES TO A
 FE2368'CROSSROAD (STEAM MILL FERRY ROAD). CONTINUE SOUTH AND
 FE2368'SOUTHWEST ON THE PAVED ROAD FOR 2.8 MILES TO THE END OF THE PAVEMENT.
 FE2368'CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 2.05 MILES TO THE
 FE2368'AZIMUTH MARK ON THE RIGHT AS DESCRIBED. CONTINUE SOUTHWEST ON THE
 FE2368'GRAVELED ROAD FOR 0.2 MILE TO A DIRT DRIVEWAY ON THE RIGHT
 FE2368'AND THE STATION AS DESCRIBED.
 FE2368'
 FE2368'REFERENCE MARK 1 IS 13 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY
 FE2368'AND 1 FOOT WEST OF A FENCE. THE MONUMENT IS FLUSH AND THE
 FE2368'DISK IS STAMPED LACKEY NO 1 1958.
 FE2368'
 FE2368'REFERENCE MARK 2 IS 50 FEET NORTHWEST OF A 10 INCH OAK TREE, 33 FEET
 FE2368'EAST OF THE EAST GABLE OF THE BARN AND 1 FOOT EAST OF A FENCE.
 FE2368'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LACKEY NO 2 1958.
 FE2368'
 FE2368'THE AZIMUTH MARK IS 84 FEET WEST OF THE SOUTHWEST CORNER OF A
 FE2368'CONCRETE BLOCK HOUSE, 14 FEET WEST OF THE CENTERLINE OF THE
 FE2368'GRAVELED ROAD, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A WHITE
 FE2368'WITNESS POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 FE2368'IS STAMPED LACKEY 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2510 ***********************************************************************
 FE2510  DESIGNATION -  LACONIA
 FE2510  PID         -  FE2510
 FE2510  STATE/COUNTY-  TN/FAYETTE
 FE2510  USGS QUAD   -  LACONIA (1983)
 FE2510
 FE2510                         *CURRENT SURVEY CONTROL
 FE2510  ___________________________________________________________________
 FE2510* NAD 83(1995)-  35 19 19.60654(N)    089 15 07.21866(W)     ADJUSTED  
 FE2510* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2510  ___________________________________________________________________
 FE2510  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 FE2510  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FE2510
 FE2510  HORZ ORDER  -  SECOND
 FE2510
 FE2510.The horizontal coordinates were established by classical geodetic methods
 FE2510.and adjusted by the National Geodetic Survey in April 1999..
 FE2510
 FE2510.The orthometric height was scaled from a topographic map.
 FE2510
 FE2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2510
 FE2510.The geoid height was determined by GEOID03.
 FE2510
 FE2510;                    North         East     Units Scale Factor Converg.
 FE2510;SPC TN       -   114,617.472   304,356.410   MT  0.99998806   -1 54 13.9
 FE2510;SPC TN       -   376,040.82    998,542.66   sFT  0.99998806   -1 54 13.9
 FE2510;UTM  16      - 3,911,091.819   295,291.743   MT  1.00011646   -1 18 09.0
 FE2510
 FE2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2510!SPC TN       -   0.99997830  x   0.99998806  =   0.99996636
 FE2510!UTM  16      -   0.99997830  x   1.00011646  =   1.00009475
 FE2510
 FE2510:                Primary Azimuth Mark                     Grid Az
 FE2510:SPC TN       -  LACONIA AZ MK                            027 16 17.2
 FE2510:UTM  16      -  LACONIA AZ MK                            026 40 12.3
 FE2510
 FE2510|---------------------------------------------------------------------|
 FE2510| PID    Reference Object                     Distance      Geod. Az  |
 FE2510|                                                           dddmmss.s |
 FE2510| CG3654 LACONIA AZ MK                                      0252203.3 |
 FE2510| FE2467 MILL                                APPROX.12.0 KM 0775858.9 |
 FE2510| FE2469 WHITEVILLE MUNICIPAL TANK           APPROX. 9.4 KM 0865859.0 |
 FE2510| FE2509 LACONIA LOT WT 27                   APPROX. 4.7 KM 2032315.8 |
 FE2510| CG3655 LACONIA RM 1                         25.158 METERS 24846     |
 FE2510| CG3656 LACONIA RM 2                         25.306 METERS 35642     |
 FE2510|---------------------------------------------------------------------|
 FE2510
 FE2510                          SUPERSEDED SURVEY CONTROL
 FE2510
 FE2510  NAD 83(1995)-  35 19 19.61151(N)    089 15 07.22010(W) AD(       ) 2
 FE2510  NAD 83(1995)-  35 19 19.61225(N)    089 15 07.22005(W) AD(       ) 2
 FE2510  NAD 83(1986)-  35 19 19.61843(N)    089 15 07.21910(W) AD(       ) 2
 FE2510  NAD 27      -  35 19 19.31940(N)    089 15 06.97440(W) AD(       ) 2
 FE2510
 FE2510.Superseded values are not recommended for survey control.
 FE2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2510.See file dsdata.txt to determine how the superseded data were derived.
 FE2510
 FE2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9529211092(NAD 83)
 FE2510_MARKER: DS = TRIANGULATION STATION DISK
 FE2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2510
 FE2510  HISTORY     - Date     Condition        Report By
 FE2510  HISTORY     - 1958     MONUMENTED       CGS
 FE2510  HISTORY     - 1964     GOOD             CGS
 FE2510
 FE2510                          STATION DESCRIPTION
 FE2510
 FE2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2510'THE STATION IS ABOUT 8 MILES NORTHEAST OF SOMERVILLE, ABOUT 6 MILES
 FE2510'WEST OF WHITEVILLE AND ON ROAD RIGHT-OF-WAY.  IT IS 34 FEET NORTH OF
 FE2510'A 20 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE, 24 FEET
 FE2510'SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, 6 FEET SOUTHEAST OF A
 FE2510'CUT-BANK AND 5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 FE2510'PROJECTS 2 INCHES AND THE DISK IS STAMPED LACONIA 1958.
 FE2510'
 FE2510'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 FE2510'SOMERVILLE, GO NORTH ON STATE HIGHWAY 59 FOR 0.2 MILE TO A SIDE
 FE2510'ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON OLD MILL ROAD FOR 1.25
 FE2510'MILES TO A FORK.  CONTINUE NORTHEAST ON THE RIGHT FORK FOR 7.0
 FE2510'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 FE2510'
 FE2510'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST ON THE
 FE2510'PAVED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FE2510'DESCRIBED.
 FE2510'
 FE2510'REFERENCE MARK 1 IS 22 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED
 FE2510'ROAD AND 11 FEET SOUTHEAST OF A 20 INCH OAK TREE.  THE MONUMENT
 FE2510'PROJECTS 2 INCHES AND THE DISK IS STAMPED LACONIA NO 1 1958.
 FE2510'
 FE2510'REFERENCE MARK 2 IS 20 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD
 FE2510'AND 5 FEET NORTHWEST OF A CUT-BANK.  THE MONUMENT PROJECTS 2
 FE2510'INCHES AND THE DISK IS STAMPED LACONIA NO 2 1958.
 FE2510'
 FE2510'THE AZIMUTH MARK IS 68 FEET SOUTHWEST OF THE INTERSECTION OF THE
 FE2510'PAVED ROAD AND A DIRT DRIVEWAY NORTHWEST, 18 FEET NORTHWEST OF
 FE2510'THE CENTERLINE OF THE ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 FE2510'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LACONIA
 FE2510'1958.
 FE2510'
 FE2510'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2510
 FE2510                          STATION RECOVERY (1964)
 FE2510
 FE2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FE2510'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE2510'EXCELLENT CONDITION.  THE ORIGINAL STATION TO-REACH IS COMPLETELY
 FE2510'ADEQUATE.  AT THE REQUEST OF MR. WILLY G. YOUNG WHO OWNS THE
 FE2510'PROPERTY ON WHICH THE AZIMUTH MARK WAS LOCATED, THIS MARK WAS
 FE2510'LOWERED STRAIGHT DOWN ABOUT 3 FEET TO PERMIT THE AREA TO BE GRADED
 FE2510'FOR PROPER DRAINAGE, AND IS NOW FLUSH WITH THE SURFACE OF THE
 FE2510'YARD.  THIS WAS ACCOMPLISHED BY THE BUILDING OF A PLUMBING
 FE2510'BENCH OVER THE MARK, AFTER WHICH THE ORIGINAL MARK WAS REMOVED
 FE2510'AND A NEW MARK SET DIRECTLY UNDER THE POINT AT THE GRADE DESIRED.
 FE2510'NO HORIZONTAL ANGLE OR DISTANCE MEASUREMENTS WERE MADE, AS THEY
 FE2510'WERE NOT DEEMED NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2509 ***********************************************************************
 FE2509  DESIGNATION -  LACONIA LOT WT 27
 FE2509  PID         -  FE2509
 FE2509  STATE/COUNTY-  TN/FAYETTE
 FE2509  USGS QUAD   -  LACONIA (1983)
 FE2509
 FE2509                         *CURRENT SURVEY CONTROL
 FE2509  ___________________________________________________________________
 FE2509* NAD 83(1995)-  35 16 58.51160(N)    089 16 21.63401(W)     ADJUSTED  
 FE2509* NAVD 88     -                                                        
 FE2509  ___________________________________________________________________
 FE2509  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FE2509  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE2509
 FE2509  HORZ ORDER  -  THIRD
 FE2509
 FE2509.The horizontal coordinates were established by classical geodetic methods
 FE2509.and adjusted by the National Geodetic Survey in April 1999..
 FE2509
 FE2509
 FE2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2509
 FE2509.The geoid height was determined by GEOID03.
 FE2509
 FE2509;                    North         East     Units Scale Factor Converg.
 FE2509;SPC TN       -   110,334.268   302,332.511   MT  0.99999435   -1 54 57.4
 FE2509;SPC TN       -   361,988.34    991,902.58   sFT  0.99999435   -1 54 57.4
 FE2509;UTM  16      - 3,906,787.023   293,312.705   MT  1.00012650   -1 18 47.5
 FE2509
 FE2509                          SUPERSEDED SURVEY CONTROL
 FE2509
 FE2509  NAD 83(1995)-  35 16 58.51605(N)    089 16 21.63546(W) AD(       ) 4
 FE2509  NAD 83(1995)-  35 16 58.51700(N)    089 16 21.63518(W) AD(       ) 4
 FE2509  NAD 83(1986)-  35 16 58.52360(N)    089 16 21.63437(W) AD(       ) 4
 FE2509  NAD 27      -  35 16 58.22100(N)    089 16 21.38600(W) AD(       ) 3
 FE2509
 FE2509.Superseded values are not recommended for survey control.
 FE2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2509.See file dsdata.txt to determine how the superseded data were derived.
 FE2509
 FE2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9331306787(NAD 83)
 FE2509_MARKER: 57 = LOOKOUT TOWER
 FE2509
 FE2509  HISTORY     - Date     Condition        Report By
 FE2509  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2509
 FE2509                          STATION DESCRIPTION
 FE2509
 FE2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2509'THE STATION IS THE CENTER OF THE TOP OF THE STATE FOREST LOOKOUT
 FE2509'TOWER LOCATED ABOUT 1 MILE NORTHWEST OF LACONIA. IT IS A FOUR LEGGED
 FE2509'STEEL TOWER WITH A GLASS ENCLOSED OBSERVATION PLATFORM AT THE TOP.
 FE2509'THE OVERALL HEIGHT IS ABOUT 90 FEET.
 FE2509'
 FE2509'TO REACH THE STATION FROM THE DEPOT IN LACONIA, GO NORTH ON A
 FE2509'GRAVELED ROAD FOR 0.6 MILE TO A CROSSROAD. TURN LEFT AND GO WEST ON
 FE2509'A DIRT ROAD FOR 0.7 MILE TO THE TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1887 ***********************************************************************
 FC1887  DESIGNATION -  LADDS
 FC1887  PID         -  FC1887
 FC1887  STATE/COUNTY-  TN/MARION
 FC1887  USGS QUAD   -  SEQUATCHIE (1982)
 FC1887
 FC1887                         *CURRENT SURVEY CONTROL
 FC1887  ___________________________________________________________________
 FC1887* NAD 83(1995)-  35 00 27.86138(N)    085 33 27.82968(W)     ADJUSTED  
 FC1887* NAVD 88     -       475.4    (meters)    1560.     (feet)  VERTCON   
 FC1887  ___________________________________________________________________
 FC1887  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FC1887  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1887
 FC1887  HORZ ORDER  -  SECOND
 FC1887
 FC1887.The horizontal coordinates were established by classical geodetic methods
 FC1887.and adjusted by the National Geodetic Survey in April 1999..
 FC1887
 FC1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1887
 FC1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1887
 FC1887.The geoid height was determined by GEOID03.
 FC1887
 FC1887;                    North         East     Units Scale Factor Converg.
 FC1887;SPC TN       -    74,917.996   640,372.119   MT  1.00005158   +0 15 32.1
 FC1887;SPC TN       -   245,793.46  2,100,954.19   sFT  1.00005158   +0 15 32.1
 FC1887;SPC GA W     -   556,166.895   573,032.687   MT  1.00009862   -0 47 53.3
 FC1887;SPC GA W     - 1,824,690.89  1,880,024.74   sFT  1.00009862   -0 47 53.3
 FC1887;UTM  16      - 3,874,851.674   631,601.879   MT  0.99981345   +0 49 39.1
 FC1887
 FC1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1887!SPC TN       -   0.99992995  x   1.00005158  =   0.99998153
 FC1887!SPC GA W     -   0.99992995  x   1.00009862  =   1.00002856
 FC1887!UTM  16      -   0.99992995  x   0.99981345  =   0.99974341
 FC1887
 FC1887|---------------------------------------------------------------------|
 FC1887| PID    Reference Object                     Distance      Geod. Az  |
 FC1887|                                                           dddmmss.s |
 FC1887| CG6714 LADDS RM 1                                         05522     |
 FC1887| CG6713 LADDS AZ MK                                        1750817.1 |
 FC1887| CG6715 LADDS RM 2                           17.552 METERS 26134     |
 FC1887|---------------------------------------------------------------------|
 FC1887
 FC1887                          SUPERSEDED SURVEY CONTROL
 FC1887
 FC1887  NAD 83(1995)-  35 00 27.86158(N)    085 33 27.82977(W) AD(       ) 2
 FC1887  NAD 83(1995)-  35 00 27.86196(N)    085 33 27.83136(W) AD(       ) 2
 FC1887  NAD 83(1995)-  35 00 27.86322(N)    085 33 27.82931(W) AD(       ) 2
 FC1887  NAD 83(1986)-  35 00 27.86347(N)    085 33 27.82908(W) AD(       ) 2
 FC1887  NAD 27      -  35 00 27.58570(N)    085 33 27.95610(W) AD(       ) 2
 FC1887  NGVD 29 (07/19/86)  475.4    (m)         1560.     (f) VERT ANG       
 FC1887
 FC1887.Superseded values are not recommended for survey control.
 FC1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1887.See file dsdata.txt to determine how the superseded data were derived.
 FC1887
 FC1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3160274852(NAD 83)
 FC1887_MARKER: DE = TRAVERSE STATION DISK
 FC1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1887
 FC1887  HISTORY     - Date     Condition        Report By
 FC1887  HISTORY     - 1962     MONUMENTED       CGS
 FC1887
 FC1887                          STATION DESCRIPTION
 FC1887
 FC1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1887'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF WHITESIDE AND 1-1/2
 FC1887'MILES SOUTHWEST OF HALETOWN ON THE NORTHERN MOST POINT OF SAND
 FC1887'MOUNTAIN LOCALLY KNOWN AS LADDS POINT.
 FC1887'
 FC1887'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 72, 64, 41
 FC1887'AND STATE ROUTE 134 IN HALETOWN, FOLLOW STATE ROUTE 134 FOR 3
 FC1887'MILES TO A ROAD TO THE RIGHT JUST BEFORE REACHING A CONCRETE BRIDGE,
 FC1887'TURN RIGHT AND GO 0.95 MILE TO A FORK, TURN LEFT FOR 0.2 MILE
 FC1887'THEN FOLLOW LEFT ROAD FOR 0.25 MILE TO TOP OF HILL AND A FORK, TURN
 FC1887'RIGHT AND GO 0.65 MILE TO A FORK, BEND TO THE LEFT FOR 0.05
 FC1887'MILE THEN TAKE ANOTHER LEFT FOR 0.1 MILE AND A ROAD JUNCTION TO THE
 FC1887'RIGHT, CONTINUE AHEAD FOR 2.3 MILES TO ANOTHER JUNCTION, HERE
 FC1887'TURN RIGHT FOR 0.35 MILE TO A FORK, TAKE LEFT FOR 0.25 MILE TO A
 FC1887'FORK THEN RIGHT FOR 0.05 MILE AND A LEFT FOR 0.1 MILE TO THE AZIMUTH
 FC1887'MARK ON THE RIGHT.  FROM HERE CONTINUE NORTHWESTERLY FOR
 FC1887'0.75 MILE TO THE STATION ON THE RIGHT.
 FC1887'
 FC1887'THE STATION MARK IS 24 FEET WEST OF A 12-INCH TRIANGLE BLAZED OAK
 FC1887'TREE, 16 FEET SOUTHWEST OF A TRIANGLE BLAZED 8-INCH OAK TREE, 12
 FC1887'FEET EAST OF THE TRACK ROAD AND 2.1 FEET NORTHWEST OF A METAL WITNESS
 FC1887'POST.  THE MARK IS A STANDARD TRAVERSE DISK STAMPED LADDS
 FC1887'1962 AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FC1887'6 INCHES.
 FC1887'
 FC1887'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE TRACK ROAD AND 5 FEET
 FC1887'SOUTH OF THE TRIANGLE BLAZED 8-INCH OAK TREE.  THE MARK IS A
 FC1887'STANDARD DISK STAMPED LADDS NO 1 1962 AND SET IN THE TOP OF A SQUARE
 FC1887'CONCRETE MONUMENT PROJECTING 6 INCHES.
 FC1887'
 FC1887'REFERENCE MARK NO. 2 IS 12 FEET WEST OF THE TRACK ROAD AND 7 FEET
 FC1887'SOUTHWEST OF THE 10-INCH OAK TREE.  THE MARK IS A STANDARD
 FC1887'DISK STAMPED LADDS NO 2 1962 AND SET IN THE TOP OF A SQUARE CONCRETE
 FC1887'MONUMENT WHICH PROJECTS 4 INCHES.
 FC1887'
 FC1887'THE AZIMUTH MARK IS 12 FEET NORTH OF THE TRACK ROAD, 3 FEET EAST OF A
 FC1887'10-INCH HICKORY TREE AND 1.8 FEET WEST OF A METAL WITNESS
 FC1887'POST.  THE MARK IS A STANDARD AZIMUTTH DISK STAMPED LADDS 1962 AND
 FC1887'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 FC1887'INCHES.
 FC1887'
 FC1887'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2742 ***********************************************************************
 GC2742  CBN         -  This is a Cooperative Base Network Control Station.
 GC2742  DESIGNATION -  LAFAPORT
 GC2742  PID         -  GC2742
 GC2742  STATE/COUNTY-  TN/MACON
 GC2742  USGS QUAD   -  LAFAYETTE (1983)
 GC2742
 GC2742                         *CURRENT SURVEY CONTROL
 GC2742  ___________________________________________________________________
 GC2742* NAD 83(1995)-  36 31 03.54554(N)    086 03 27.77341(W)     ADJUSTED  
 GC2742* NAVD 88     -       292.7    (meters)     960.     (feet)  GPS OBS   
 GC2742  ___________________________________________________________________
 GC2742  X           -     352,849.457 (meters)                     COMP
 GC2742  Y           -  -5,120,094.070 (meters)                     COMP
 GC2742  Z           -   3,774,665.414 (meters)                     COMP
 GC2742  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 GC2742  ELLIP HEIGHT-         262.96  (meters)          (08/03/04) GPS OBS
 GC2742  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GC2742
 GC2742  HORZ ORDER  -  A
 GC2742  ELLP ORDER  -  FOURTH    CLASS I
 GC2742
 GC2742.This mark is at Lafayette Airport (3M7)
 GC2742
 GC2742.The horizontal coordinates were established by GPS observations
 GC2742.and adjusted by the National Geodetic Survey in August 2004..
 GC2742
 GC2742.The orthometric height was determined by GPS observations and a
 GC2742.high-resolution geoid model.
 GC2742
 GC2742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2742
 GC2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2742
 GC2742.The ellipsoidal height was determined by GPS observations
 GC2742.and is referenced to NAD 83.
 GC2742
 GC2742.The geoid height was determined by GEOID03.
 GC2742
 GC2742;                    North         East     Units Scale Factor Converg.
 GC2742;SPC TN       -   242,356.360   594,830.338   MT  1.00001947   -0 02 01.6
 GC2742;SPC TN       -   795,130.82  1,951,539.20   sFT  1.00001947   -0 02 01.6
 GC2742;UTM  16      - 4,041,778.922   584,368.559   MT  0.99968770   +0 33 38.7
 GC2742
 GC2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2742!SPC TN       -   0.99995873  x   1.00001947  =   0.99997820
 GC2742!UTM  16      -   0.99995873  x   0.99968770  =   0.99964645
 GC2742
 GC2742                          SUPERSEDED SURVEY CONTROL
 GC2742
 GC2742  NAD 83(1995)-  36 31 03.54598(N)    086 03 27.77290(W) AD(       ) 3
 GC2742  ELLIP H (04/12/99)  262.89   (m)                       GP(       ) 4 1
 GC2742  NAD 83(1995)-  36 31 03.54594(N)    086 03 27.77654(W) AD(       ) 3
 GC2742  NAD 83(1995)-  36 31 03.54861(N)    086 03 27.77878(W) AD(       ) 3
 GC2742  NGVD 29 (09/17/90)  292.7    (m)          960.     (f) GPS OBS        
 GC2742
 GC2742.Superseded values are not recommended for survey control.
 GC2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2742.See file dsdata.txt to determine how the superseded data were derived.
 GC2742
 GC2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8436941779(NAD 83)
 GC2742_MARKER: I = METAL ROD
 GC2742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2742_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2742_STAMPING: LAFAPORT 1987
 GC2742_MARK LOGO: NGS   
 GC2742_MAGNETIC: I = MARKER IS A STEEL ROD
 GC2742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2742+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 GC2742
 GC2742  HISTORY     - Date     Condition        Report By
 GC2742  HISTORY     - 1987     MONUMENTED       NGS
 GC2742  HISTORY     - 19890717 GOOD
 GC2742  HISTORY     - 20030717 GOOD             TNHD
 GC2742
 GC2742                          STATION DESCRIPTION
 GC2742
 GC2742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2742'FROM THE JUNCTION OF STATE HIGHWAY BY PASS 52 AND STATE HIGHWAY
 GC2742'10 IN LAFAYETTE, GO WEST 1.8 MILES ON STATE HIGHWAY BY PASS 52
 GC2742'TO THE JUNCTION WITH WEST MORELAND ROAD ON THE LEFT.  TURN LEFT
 GC2742'AND GO SOUTH-SOUTHWEST 1.0 MILE ON WEST MORELAND ROAD TO THE
 GC2742'JUNCTION TO THE TERMINAL BUILDING OF LAFAYETTE MUNICIPAL AIRPORT.
 GC2742'CONTINUE ACROSS THE RUNWAY TO THE WINDSOCK WITH SEGMENTED CIRCLE
 GC2742'AND THE STATION, 3-D MARK, A STAINLESS STEEL ROAD DRIVEN TO REFUSAL
 GC2742'AT 21 FEET, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED-FILLED
 GC2742'1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED
 GC2742'LAFAPORT 1987 FLUSH WITH GROUND. THE STATION IS 102 FEET SOUTH FROM
 GC2742'THE WINDSOCK, 22.6 FEET SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 GC2742'OF THE SOUTH MOST SEGMENTED CIRCLE MARKER, 157 FEET EAST FROM THE
 GC2742'EAST EDGE OF THE RUNWAY, 84 FEET WEST FROM A FENCE LINAGE, AND 2.0
 GC2742'FEET NORTH FROM A FIBERGLASS WITNESS POST. A 1 FOOT REBAR WAS
 GC2742'PUT IN CONCRETE AROUND MARK.
 GC2742
 GC2742                          STATION RECOVERY (1989)
 GC2742
 GC2742'RECOVERED 1989
 GC2742'RECOVERED IN GOOD CONDITION.
 GC2742
 GC2742                          STATION RECOVERY (2003)
 GC2742
 GC2742'RECOVERY NOTE BY TN HIGHWAY DEPT 2003
 GC2742'RECOVED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2743 ***********************************************************************
 GC2743  DESIGNATION -  LAFAPORT AZ MK
 GC2743  PID         -  GC2743
 GC2743  STATE/COUNTY-  TN/MACON
 GC2743  USGS QUAD   -  LAFAYETTE (1983)
 GC2743
 GC2743                         *CURRENT SURVEY CONTROL
 GC2743  ___________________________________________________________________
 GC2743* NAD 83(1995)-  36 30 47.89737(N)    086 03 31.33214(W)     ADJUSTED  
 GC2743* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 GC2743  ___________________________________________________________________
 GC2743  X           -     352,780.952 (meters)                     COMP
 GC2743  Y           -  -5,120,388.015 (meters)                     COMP
 GC2743  Z           -   3,774,278.855 (meters)                     COMP
 GC2743  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 GC2743  ELLIP HEIGHT-         264.84  (meters)          (04/12/99) GPS OBS
 GC2743  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GC2743
 GC2743  HORZ ORDER  -  THIRD
 GC2743  ELLP ORDER  -  FOURTH    CLASS I
 GC2743
 GC2743.This mark is at Lafayette Airport (3M7)
 GC2743
 GC2743.The horizontal coordinates were established by GPS observations
 GC2743.and adjusted by the National Geodetic Survey in April 1999..
 GC2743
 GC2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2743
 GC2743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2743
 GC2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2743
 GC2743.The ellipsoidal height was determined by GPS observations
 GC2743.and is referenced to NAD 83.
 GC2743
 GC2743.The geoid height was determined by GEOID03.
 GC2743
 GC2743;                    North         East     Units Scale Factor Converg.
 GC2743;SPC TN       -   241,874.055   594,741.503   MT  1.00001857   -0 02 03.7
 GC2743;SPC TN       -   793,548.46  1,951,247.75   sFT  1.00001857   -0 02 03.7
 GC2743;UTM  16      - 4,041,295.881   584,284.761   MT  0.99968752   +0 33 36.4
 GC2743
 GC2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2743!SPC TN       -   0.99995844  x   1.00001857  =   0.99997701
 GC2743!UTM  16      -   0.99995844  x   0.99968752  =   0.99964597
 GC2743
 GC2743                          SUPERSEDED SURVEY CONTROL
 GC2743
 GC2743  NAD 83(1995)-  36 30 47.89733(N)    086 03 31.33586(W) AD(       ) 3
 GC2743  NAD 83(1995)-  36 30 47.90001(N)    086 03 31.33802(W) AD(       ) 3
 GC2743  NGVD 29 (09/17/90)  294.7    (m)          967.     (f) GPS OBS        
 GC2743
 GC2743.Superseded values are not recommended for survey control.
 GC2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2743.See file dsdata.txt to determine how the superseded data were derived.
 GC2743
 GC2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8428541296(NAD 83)
 GC2743_MARKER: I = METAL ROD
 GC2743_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2743_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2743+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1989
 GC2743
 GC2743  HISTORY     - Date     Condition        Report By
 GC2743  HISTORY     - 1987     MONUMENTED       NGS
 GC2743  HISTORY     - 19890717 GOOD
 GC2743
 GC2743                          STATION DESCRIPTION
 GC2743
 GC2743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2743'FROM THE JUNCTION OF STATE HIGHWAY BY PASS 52 AND STATE HIGHWAY 10
 GC2743'IN LAFAYETTE, GO WEST 1.8 MILES ON STATE HIGHWAY BYPASS 52 TO THE
 GC2743'JUNCTION WITH WEST MORELAND ROAD ON THE LEFT. TURN LEFT AND GO
 GC2743'SOUTH SOUTHWEST 1.0 MILE ON WEST MORELAND ROAD TO THE JUNCTION WITH
 GC2743'AIRPORT ROAD ON THE LEFT TURN LEFT AND GO 0.6 MILE ON AIRPORT ROAD
 GC2743'TO THE TERMINAL BUILDING OF LAFAYETTE MUNICIPAL AIRPORT.  THE
 GC2743'STATION IS ACROSS THE RUNWAY NEAR THE CENTERFIELD WINDSOCK. TO
 GC2743'REACH THE AZIMUTH MARK, CROSS THE RUNWAY TO THE EAST SIDE AND
 GC2743'CONTINUE SOUTH TO THE SOUTH END OF THE RUNWAY AND THE AZIMUTH
 GC2743'MARK STATION, A 3-D MARK, A STAINLESS STEEL ROAD DRIVEN TO REFUSAL
 GC2743'AT 26 FEET 3 INCHES BELOW GROUND ENCASED IN A 3 FOOT GREASED-FILLED
 GC2743'1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED
 GC2743'LAFAPORT AZ MK 1987 FLUSH WITH GROUND THE STATION IS ON LINE WITH
 GC2743'THE FIRST SET OF RUNWAY LIGHTS AND THE SOUTHERNMOST VASI, 163 FEET
 GC2743'NORTH NORTHWEST FROM A REIL LIGHT, 163 FEET NORTH FROM THE SOUTHEAST
 GC2743'MOST THRESHOLD LIGHT, 155 FEET NORTH FROM THE SOUTHEAST CORNER OF
 GC2743'THE RUNWAY, 32.5 FEET EAST FROM THE FIST RUNWAY LIGHT NORTH FROM
 GC2743'THE RUNWAY END 42.5 FEET EAST FROM THE WEST EDGE OF THE RUNWAY, AND
 GC2743'1.0 FEET WEST FROM A FIBERGLASS WITNESS POST. A 1 FOOT REBAR WAS
 GC2743'PUT IN CONCRETE AROUND MARK.
 GC2743
 GC2743                          STATION RECOVERY (1989)
 GC2743
 GC2743'RECOVERED 1989
 GC2743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2077 ***********************************************************************
 GC2077  DESIGNATION -  LAFAYETTE
 GC2077  PID         -  GC2077
 GC2077  STATE/COUNTY-  TN/MACON
 GC2077  USGS QUAD   -  LAFAYETTE (1983)
 GC2077
 GC2077                         *CURRENT SURVEY CONTROL
 GC2077  ___________________________________________________________________
 GC2077* NAD 83(1995)-  36 31 17.06610(N)    086 02 02.73990(W)     ADJUSTED  
 GC2077* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 GC2077  ___________________________________________________________________
 GC2077  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 GC2077  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GC2077
 GC2077  HORZ ORDER  -  THIRD
 GC2077
 GC2077.The horizontal coordinates were established by classical geodetic methods
 GC2077.and adjusted by the National Geodetic Survey in April 1999..
 GC2077
 GC2077.The orthometric height was scaled from a topographic map.
 GC2077
 GC2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2077
 GC2077.The geoid height was determined by GEOID03.
 GC2077
 GC2077;                    North         East     Units Scale Factor Converg.
 GC2077;SPC TN       -   242,772.142   596,946.223   MT  1.00002025   -0 01 11.9
 GC2077;SPC TN       -   796,494.94  1,958,481.07   sFT  1.00002025   -0 01 11.9
 GC2077;UTM  16      - 4,042,216.498   586,479.318   MT  0.99969214   +0 34 29.5
 GC2077
 GC2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2077!SPC TN       -   0.99995760  x   1.00002025  =   0.99997785
 GC2077!UTM  16      -   0.99995760  x   0.99969214  =   0.99964975
 GC2077
 GC2077:                Primary Azimuth Mark                     Grid Az
 GC2077:SPC TN       -  LAFAYETTE MUNICIPAL TANK                 059 35 10.9
 GC2077:UTM  16      -  LAFAYETTE MUNICIPAL TANK                 058 59 29.5
 GC2077
 GC2077|---------------------------------------------------------------------|
 GC2077| PID    Reference Object                     Distance      Geod. Az  |
 GC2077|                                                           dddmmss.s |
 GC2077| GC2076 LAFAYETTE MUNICIPAL TANK            APPROX. 1.2 KM 0593359.0 |
 GC2077| GC2075 LAFAYETTE MAG STA                    60.362 METERS 06144     |
 GC2077| GC2078 LAFAYETTE AZ MK                     479.867 METERS 1051712.8 |
 GC2077| CG6709 LAFAYETTE RM 1                        3.307 METERS 20108     |
 GC2077|---------------------------------------------------------------------|
 GC2077
 GC2077                          SUPERSEDED SURVEY CONTROL
 GC2077
 GC2077  NAD 83(1995)-  36 31 17.06705(N)    086 02 02.73931(W) AD(       ) 3
 GC2077  NAD 83(1995)-  36 31 17.07445(N)    086 02 02.74644(W) AD(       ) 3
 GC2077  NAD 83(1986)-  36 31 17.07611(N)    086 02 02.74401(W) AD(       ) 3
 GC2077  NAD 27      -  36 31 16.89000(N)    086 02 02.80000(W) AD(       ) 3
 GC2077
 GC2077.Superseded values are not recommended for survey control.
 GC2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2077.See file dsdata.txt to determine how the superseded data were derived.
 GC2077
 GC2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8647942216(NAD 83)
 GC2077_MARKER: DS = TRIANGULATION STATION DISK
 GC2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2077_STAMPING: LAFAYETTE 1950
 GC2077_MARK LOGO: CGS   
 GC2077
 GC2077  HISTORY     - Date     Condition        Report By
 GC2077  HISTORY     - 1950     MONUMENTED       CGS
 GC2077  HISTORY     - 1950     MARK NOT FOUND   USDA
 GC2077
 GC2077                          STATION DESCRIPTION
 GC2077
 GC2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2077'STATION IS LOCATED IN THE SOUTHWEST SECTION OF LAFAYETTE ON THE
 GC2077'WESTERLY SIDE OF A BLACK TOP ROAD KNOWN AS FAIRGROUND LANE AND ON
 GC2077'PROPERTY OWNED BY A.L.WEST. IT IS 260 FEET WEST OF THE CENTER OF THE
 GC2077'ROAD, 98 FEET EAST OF A 24 INCH MAPLE TREE, 11.5 FEET NORTH OF A
 GC2077'FENCELINE AND 10 FEET NORTH OF A WHITE WITNESS POST. THE MARK IS
 GC2077'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LAFAYETTE 1950.
 GC2077'
 GC2077'REFERENCE MARK NO. 1 IS 0.5 FEET NORTH OF THE FENCELINE AND 1.5 FEET
 GC2077'EAST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES
 GC2077'AND THE DISK IS STAMPED LAFAYETTE NO 1 1950.
 GC2077'
 GC2077'LAFAYETTE (USC AND GS) MAGNETIC STATION WAS USED AS A REFERENCE MARK.
 GC2077'IT IS 84 FEET WEST OF THE CENTER OF THE ROAD, 82 FEET SOUTH OF THE
 GC2077'SOUTHWEST CORNER OF A BRICK HOUSE AND 70 FEET SOUTH OF A FENCELINE.
 GC2077'THE MARK IS AN 18X18 INCH CONCRETE POST WITH A STANDARD USC AND GS
 GC2077'MAGNETIC DISK STAMPED LAFAYETTE.
 GC2077'
 GC2077'AZIMUTH MARK IS 205 FEET NORTH OF THE CENTER OF STATE HIGHWAY 10, 11
 GC2077'FEET SOUTH WEST OF A POWER POLE, 5 FEET NORTHWEST OF A FENCE CORNER
 GC2077'AND A WHITE WITNESS POST AND ONE FOOT SOUTHEAST OF A FENCELINE. THE
 GC2077'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LAFAYETTE
 GC2077'1950.
 GC2077'
 GC2077'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 52 IN
 GC2077'LAFAYETTE, GO SOUTH AND WEST ON HIGHWAY 10 FOR 0.15 MILE TO AN
 GC2077'ALLEY ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE ON
 GC2077'HIGHWAY 10 FOR 0.2 MILE TO WHERE THE HIGHWAY TURNS LEFT AND A BLACK
 GC2077'TOP ROAD STRAIGHT AHEAD, GO STRAIGHT AHEAD ON BLACK TOP ROAD (WEST
 GC2077'AND NORTH) FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2077'
 GC2077'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2077
 GC2077                          STATION RECOVERY (1950)
 GC2077
 GC2077'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1950 (EB)
 GC2077'MARKERS WERE NOT FOUND.  ACCORDING TO INFORMATION GIVEN ME BY MR.
 GC2077'WILL HALL SULLIVAN THE TWO MARKERS FOR STATIONS LAFAYETTE 1950 AND
 GC2077'LAFAYETTE (USC AND GS) MAGNETIC WERE DESTROYED BY THE
 GC2077'CONSTRUCTION OF SCHOOL AND EXCAVATION WORK ON SCHOOL GROUNDS.
 GC2077'
 GC2077'A RATHER EXTENSIVE SEARCH WAS MADE FOR THESE MARKERS, BUT DUE TO
 GC2077'CHANGES THAT HAVE TAKEN PLACE THE LOCATIONS COULD NOT BE IDENTIFIED.
 GC2077'ALSO ACCORDING TO MR. WILL HALL SULLIVAN THE PLATES WERE SOME WHERE
 GC2077'IN THE DIRT THAT WAS MOVED.
 GC2077'
 GC2077'THE AZIMUTH MARKER WAS LOCATED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2078 ***********************************************************************
 GC2078  DESIGNATION -  LAFAYETTE AZ MK
 GC2078  PID         -  GC2078
 GC2078  STATE/COUNTY-  TN/MACON
 GC2078  USGS QUAD   -  LAFAYETTE (1983)
 GC2078
 GC2078                         *CURRENT SURVEY CONTROL
 GC2078  ___________________________________________________________________
 GC2078* NAD 83(1995)-  36 31 12.96125(N)    086 01 44.13501(W)     ADJUSTED  
 GC2078* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 GC2078  ___________________________________________________________________
 GC2078  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 GC2078  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GC2078
 GC2078  HORZ ORDER  -  THIRD
 GC2078
 GC2078.The horizontal coordinates were established by classical geodetic methods
 GC2078.and adjusted by the National Geodetic Survey in April 1999..
 GC2078
 GC2078.The orthometric height was scaled from a topographic map.
 GC2078
 GC2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2078
 GC2078.The geoid height was determined by GEOID03.
 GC2078
 GC2078;                    North         East     Units Scale Factor Converg.
 GC2078;SPC TN       -   242,645.460   597,409.076   MT  1.00002002   -0 01 01.0
 GC2078;SPC TN       -   796,079.31  1,959,999.61   sFT  1.00002002   -0 01 01.0
 GC2078;UTM  16      - 4,042,094.668   586,943.310   MT  0.99969313   +0 34 40.5
 GC2078
 GC2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2078!SPC TN       -   0.99995823  x   1.00002002  =   0.99997825
 GC2078!UTM  16      -   0.99995823  x   0.99969313  =   0.99965137
 GC2078
 GC2078:                Primary Azimuth Mark                     Grid Az
 GC2078:SPC TN       -  LAFAYETTE                                285 18 24.9
 GC2078:UTM  16      -  LAFAYETTE                                284 42 43.4
 GC2078
 GC2078|---------------------------------------------------------------------|
 GC2078| PID    Reference Object                     Distance      Geod. Az  |
 GC2078|                                                           dddmmss.s |
 GC2078| GC2077 LAFAYETTE                           479.867 METERS 2851723.9 |
 GC2078| GC2075 LAFAYETTE MAG STA                   438.098 METERS 2904414.9 |
 GC2078|---------------------------------------------------------------------|
 GC2078
 GC2078                          SUPERSEDED SURVEY CONTROL
 GC2078
 GC2078  NAD 83(1995)-  36 31 12.96220(N)    086 01 44.13443(W) AD(       ) 3
 GC2078  NAD 83(1995)-  36 31 12.96960(N)    086 01 44.14156(W) AD(       ) 3
 GC2078  NAD 83(1986)-  36 31 12.97128(N)    086 01 44.13918(W) AD(       ) 3
 GC2078  NAD 27      -  36 31 12.78500(N)    086 01 44.19700(W) AD(       ) 3
 GC2078
 GC2078.Superseded values are not recommended for survey control.
 GC2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2078.See file dsdata.txt to determine how the superseded data were derived.
 GC2078
 GC2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8694342095(NAD 83)
 GC2078_MARKER: DR = REFERENCE MARK DISK
 GC2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2078_STAMPING: LAFAYETTE 1950
 GC2078_MARK LOGO: CGS   
 GC2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2078+STABILITY: SURFACE MOTION
 GC2078
 GC2078  HISTORY     - Date     Condition        Report By
 GC2078  HISTORY     - 1950     MONUMENTED       CGS
 GC2078
 GC2078                          STATION DESCRIPTION
 GC2078
 GC2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2078'SEE STATION LAFAYETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2075 ***********************************************************************
 GC2075  DESIGNATION -  LAFAYETTE MAG STA
 GC2075  PID         -  GC2075
 GC2075  STATE/COUNTY-  TN/MACON
 GC2075  USGS QUAD   -  LAFAYETTE (1983)
 GC2075
 GC2075                         *CURRENT SURVEY CONTROL
 GC2075  ___________________________________________________________________
 GC2075* NAD 83(1995)-  36 31 17.99342(N)    086 02 00.60299(W)     ADJUSTED  
 GC2075* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 GC2075  ___________________________________________________________________
 GC2075  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GC2075  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GC2075
 GC2075  HORZ ORDER  -  SECOND
 GC2075
 GC2075.The horizontal coordinates were established by classical geodetic methods
 GC2075.and adjusted by the National Geodetic Survey in April 1999..
 GC2075
 GC2075.The orthometric height was scaled from a topographic map.
 GC2075
 GC2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2075
 GC2075.The geoid height was determined by GEOID03.
 GC2075
 GC2075;                    North         East     Units Scale Factor Converg.
 GC2075;SPC TN       -   242,800.709   596,999.399   MT  1.00002031   -0 01 10.6
 GC2075;SPC TN       -   796,588.66  1,958,655.53   sFT  1.00002031   -0 01 10.6
 GC2075;UTM  16      - 4,042,245.605   586,532.178   MT  0.99969225   +0 34 30.8
 GC2075
 GC2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2075!SPC TN       -   0.99995807  x   1.00002031  =   0.99997838
 GC2075!UTM  16      -   0.99995807  x   0.99969225  =   0.99965033
 GC2075
 GC2075:                Primary Azimuth Mark                     Grid Az
 GC2075:SPC TN       -  LAFAYETTE AZ MK                          110 45 15.7
 GC2075:UTM  16      -  LAFAYETTE AZ MK                          110 09 34.3
 GC2075
 GC2075|---------------------------------------------------------------------|
 GC2075| PID    Reference Object                     Distance      Geod. Az  |
 GC2075|                                                           dddmmss.s |
 GC2075| GC2078 LAFAYETTE AZ MK                     438.098 METERS 1104405.1 |
 GC2075| GC2077 LAFAYETTE                            60.362 METERS 24144     |
 GC2075|---------------------------------------------------------------------|
 GC2075
 GC2075                          SUPERSEDED SURVEY CONTROL
 GC2075
 GC2075  NAD 83(1995)-  36 31 17.99437(N)    086 02 00.60241(W) AD(       ) 2
 GC2075  NAD 83(1995)-  36 31 18.00177(N)    086 02 00.60954(W) AD(       ) 2
 GC2075  NAD 83(1986)-  36 31 18.00343(N)    086 02 00.60712(W) AD(       ) 2
 GC2075  NAD 27      -  36 31 17.81700(N)    086 02 00.66300(W) AD(       ) 2
 GC2075
 GC2075.Superseded values are not recommended for survey control.
 GC2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2075.See file dsdata.txt to determine how the superseded data were derived.
 GC2075
 GC2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8653242246(NAD 83)
 GC2075_MARKER: DM = MAGNETIC STATION DISK
 GC2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2075_STAMPING: LAFAYETTE
 GC2075_MARK LOGO: CGS   
 GC2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2075+STABILITY: SURFACE MOTION
 GC2075
 GC2075  HISTORY     - Date     Condition        Report By
 GC2075  HISTORY     - 1950     MONUMENTED       CGS
 GC2075
 GC2075                          STATION DESCRIPTION
 GC2075
 GC2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2075'STATION IS LOCATED IN THE SOUTHWEST SECTION OF LAFAYETTE ON THE
 GC2075'WESTERLY SIDE OF A BLACK TOP ROAD KNOWN AS FAIRGROUND LANE AND ON
 GC2075'PROPERTY OWNED BY A.L. WEST. IT IS 84 FEET WEST OF THE CENTER OF THE
 GC2075'ROAD, 82 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRICK HOUSE AND
 GC2075'70 FEET SOUTH OF A FENCELINE. THE MARK IS AN 18X18 INCH CONCRETE POST
 GC2075'WITH A STANDARD USC AND GS MAGNETIC DISK STAMPED LAFAYETTE.
 GC2075'
 GC2075'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LAFAYETTE
 GC2075'AND THE DISTANCE WAS FOUND TO BE 60.362 METERS (198.04 FEET).
 GC2075'
 GC2075'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 52 IN
 GC2075'LAFAYETTE, GO SOUTH AND WEST ON HIGHWAY 10 FOR 0.35 MILE TO WHERE
 GC2075'THE HIGHWAY TURNS LEFT AND A BLACK TOP ROAD STRAIGHT AHEAD, GO
 GC2075'STRAIGHT AHEAD ON BLACK TOP ROAD (WEST AND NORTH) FOR 0.1 MILE TO THE
 GC2075'STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2076 ***********************************************************************
 GC2076  DESIGNATION -  LAFAYETTE MUNICIPAL TANK
 GC2076  PID         -  GC2076
 GC2076  STATE/COUNTY-  TN/MACON
 GC2076  USGS QUAD   -  LAFAYETTE (1983)
 GC2076
 GC2076                         *CURRENT SURVEY CONTROL
 GC2076  ___________________________________________________________________
 GC2076* NAD 83(1995)-  36 31 36.09106(N)    086 01 22.61128(W)     ADJUSTED  
 GC2076* NAVD 88     -                                                        
 GC2076  ___________________________________________________________________
 GC2076  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 GC2076  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GC2076
 GC2076  HORZ ORDER  -  THIRD
 GC2076
 GC2076.The horizontal coordinates were established by classical geodetic methods
 GC2076.and adjusted by the National Geodetic Survey in April 1999..
 GC2076
 GC2076
 GC2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2076
 GC2076.The geoid height was determined by GEOID03.
 GC2076
 GC2076;                    North         East     Units Scale Factor Converg.
 GC2076;SPC TN       -   243,358.301   597,944.763   MT  1.00002136   -0 00 48.4
 GC2076;SPC TN       -   798,418.03  1,961,757.11   sFT  1.00002136   -0 00 48.4
 GC2076;UTM  16      - 4,042,812.798   587,471.393   MT  0.99969426   +0 34 53.7
 GC2076
 GC2076                          SUPERSEDED SURVEY CONTROL
 GC2076
 GC2076  NAD 83(1995)-  36 31 36.09149(N)    086 01 22.61181(W) AD(       ) 4
 GC2076  NAD 83(1995)-  36 31 36.10016(N)    086 01 22.61622(W) AD(       ) 4
 GC2076  NAD 83(1986)-  36 31 36.10138(N)    086 01 22.61480(W) AD(       ) 4
 GC2076  NAD 27      -  36 31 35.92100(N)    086 01 22.66200(W) AD(       ) 3
 GC2076
 GC2076.Superseded values are not recommended for survey control.
 GC2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2076.See file dsdata.txt to determine how the superseded data were derived.
 GC2076
 GC2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8747142813(NAD 83)
 GC2076_MARKER: 53 = ELEVATED TANK
 GC2076
 GC2076  HISTORY     - Date     Condition        Report By
 GC2076  HISTORY     - 1950     FIRST OBSERVED   CGS
 GC2076
 GC2076                          STATION DESCRIPTION
 GC2076
 GC2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GC2076'STATION IS LOCATED IN THE NORTH SECTION OF LAFAYETTE IN THE SOUTHWEST
 GC2076'ANGLE OF BENNETT AND IRVING STREETS AND NEAR THE NORTHEAST CORNER
 GC2076'OF KINGSBORO SILK MILL. IT IS A FOUR-LEGGED STEEL WATER TANK ABOUT
 GC2076'150 FEET HIGH AND PAINTED SILVER.  THE POINT OBSERVED ON WAS THE
 GC2076'SMALL BALL AT THE POINT OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2525 ***********************************************************************
 GB2525  DESIGNATION -  LAFOL
 GB2525  PID         -  GB2525
 GB2525  STATE/COUNTY-  TN/CAMPBELL
 GB2525  USGS QUAD   -  LA FOLLETTE (1990)
 GB2525
 GB2525                         *CURRENT SURVEY CONTROL
 GB2525  ___________________________________________________________________
 GB2525* NAD 83(1995)-  36 23 02.98565(N)    084 06 37.44256(W)     ADJUSTED  
 GB2525* NAVD 88     -       349.5    (meters)    1147.     (feet)  VERTCON   
 GB2525  ___________________________________________________________________
 GB2525  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 GB2525  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 GB2525
 GB2525  HORZ ORDER  -  SECOND
 GB2525
 GB2525.The horizontal coordinates were established by classical geodetic methods
 GB2525.and adjusted by the National Geodetic Survey in April 1999..
 GB2525
 GB2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2525
 GB2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2525
 GB2525.The geoid height was determined by GEOID03.
 GB2525
 GB2525;                    North         East     Units Scale Factor Converg.
 GB2525;SPC TN       -   229,178.509   769,531.613   MT  0.99999440   +1 06 22.5
 GB2525;SPC TN       -   751,896.49  2,524,704.97   sFT  0.99999440   +1 06 22.5
 GB2525;UTM  16      - 4,030,438.135   759,196.584   MT  1.00042783   +1 42 54.2
 GB2525
 GB2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2525!SPC TN       -   0.99994986  x   0.99999440  =   0.99994426
 GB2525!UTM  16      -   0.99994986  x   1.00042783  =   1.00037767
 GB2525
 GB2525|---------------------------------------------------------------------|
 GB2525| PID    Reference Object                     Distance      Geod. Az  |
 GB2525|                                                           dddmmss.s |
 GB2525| DB6941 LAFOL RM 1                            8.032 METERS 09246     |
 GB2525| GB2530 LAFOLLETTE MUNICIPAL TANK           APPROX. 2.0 KM 2273405.2 |
 GB2525| GB2524 LAFOL AZ MK                         APPROX. 0.5 KM 3470405.0 |
 GB2525| DB6942 LAFOL RM 2                            5.316 METERS 34806     |
 GB2525|---------------------------------------------------------------------|
 GB2525
 GB2525                          SUPERSEDED SURVEY CONTROL
 GB2525
 GB2525  NAD 83(1995)-  36 23 02.98679(N)    084 06 37.44546(W) AD(       ) 2
 GB2525  NAD 83(1995)-  36 23 02.99298(N)    084 06 37.44616(W) AD(       ) 2
 GB2525  NAD 83(1986)-  36 23 02.99640(N)    084 06 37.44314(W) AD(       ) 2
 GB2525  NAD 27      -  36 23 02.69843(N)    084 06 37.71528(W) AD(       ) 2
 GB2525  NGVD 29 (07/19/86)  349.6    (m)         1147.     (f) VERT ANG       
 GB2525
 GB2525.Superseded values are not recommended for survey control.
 GB2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2525.See file dsdata.txt to determine how the superseded data were derived.
 GB2525
 GB2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5919730438(NAD 83)
 GB2525_MARKER: DD = SURVEY DISK
 GB2525_SETTING: 66 = SET IN ROCK OUTCROP
 GB2525
 GB2525  HISTORY     - Date     Condition        Report By
 GB2525  HISTORY     - 1964     MONUMENTED       TNHD
 GB2525  HISTORY     - 1978     MARK NOT FOUND   NGS
 GB2525
 GB2525                          STATION DESCRIPTION
 GB2525
 GB2525'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2525'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF LAFOLLETTE.
 GB2525'
 GB2525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB2525'ROUTE 63 IN LAFOLLETTE, GO
 GB2525'0.8 MILE NORTHEAST ON STATE ROUTE 63 TO S.
 GB2525'FOURTEENTH ST.  ON THE RIGHT*, TURN
 GB2525'RIGHT, SOUTHEAST, AND GO 0.25
 GB2525'MILE TO THE INTERSECTION OF E.  ELM ST., TURN RIGHT,
 GB2525'SOUTHWEST, AND
 GB2525'GO 0.1 MILE TO THE INTERSECTION OF S.  TWELFTH ST., TURN LEFT,
 GB2525'SOUTHEAST, AND GO
 GB2525'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GB2525'
 GB2525'THE STATION IS 84 FEET NORTHEAST OF THE APPROXIMATE CENTER OF S.
 GB2525'TWELFTH ST., 50 FEET
 GB2525'NORTHWEST OF AN 18-INCH WALNUT TREE AND 2.2 FEET SOUTH OF A
 GB2525'WITNESS POST.  IT IS A
 GB2525'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2525'CEMENTED FLUSH IN A DRILL HOLE IN
 GB2525'OUTCROPPING BEDROCK AND THE DISK IS
 GB2525'STAMPED LAFOL 1964.  NO UNDERGROUND MARK WAS
 GB2525'ESTABLISHED.
 GB2525'
 GB2525'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF AN 18-INCH WALNUT TREE.  IT
 GB2525'IS A STANDARD
 GB2525'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A DRILL
 GB2525'HOLE IN OUTCROPPING BEDROCK
 GB2525'AND THE DISK IS STAMPED LAFOL RM-1 1964.
 GB2525'
 GB2525'REFERENCE MARK NO. 2 IS 22 FEET NORTHEAST OF A 3-INCH WILD CHERRY
 GB2525'TREE.  IT IS A STANDARD
 GB2525'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GB2525'DRILL HOLE IN OUTCROPPING
 GB2525'BEDROCK AND THE DISK IS STAMPED LAFOL RM-2
 GB2525'1964.
 GB2525'
 GB2525'THE AZIMUTH MARK IS 34 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2525'SIDEWALK AND ABOUT 6 FEET
 GB2525'ABOVE IT, 17.5 FEET WEST OF A SOUTHWEST CORNER OF THE
 GB2525'LAFOLLETTE COMMUNITY HOSPITAL,
 GB2525'7.6 FEET WEST OF THE FLAG POLE, 6.5
 GB2525'FEET SOUTHEAST OF A CORNER OF THE HOSPITAL AND 4
 GB2525'FEET EAST OF A
 GB2525'2-INCH CEDAR TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2525'DISK SET IN AN
 GB2525'8-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2525'IS STAMPED LAFOL AZI 1964.
 GB2525'
 GB2525'TO REACH THE AZIMUTH MARK*, GO 0.05 MILE NORTHEAST ON STATE ROUTE 63
 GB2525'TO THE ENTRANCE TO THE
 GB2525'LAFOLLETTE COMMUNITY HOSPITAL ON THE LEFT, TURN LEFT,
 GB2525'NORTH, AND 0.1 MILE TO THE FLAG
 GB2525'POLE AND THE MARK.
 GB2525'
 GB2525'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GB2525'
 GB2525'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2525'
 GB2525'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB2525
 GB2525                          STATION RECOVERY (1978)
 GB2525
 GB2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GB2525'A SEACH WAS MADE FOR THE STATION BUT NONE OF THE MARKS WERE FOUND.  A
 GB2525'BALL FIELD HAS BEEN CONSTRUCTED AT THE SITE AND THE STATION IS
 GB2525'ASSUMED DESTROYED BY GRADING.  THE AZIMUTH MARK IS ALSO ASSUMED
 GB2525'DESTROYED BY CONSTRUCTION AT THE HOSPITAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2524 ***********************************************************************
 GB2524  DESIGNATION -  LAFOL AZ MK
 GB2524  PID         -  GB2524
 GB2524  STATE/COUNTY-  TN/CAMPBELL
 GB2524  USGS QUAD   -  LA FOLLETTE (1990)
 GB2524
 GB2524                         *CURRENT SURVEY CONTROL
 GB2524  ___________________________________________________________________
 GB2524* NAD 83(1995)-  36 23 20.08686(N)    084 06 42.29924(W)     ADJUSTED  
 GB2524* NAVD 88     -       366.1    (meters)    1201.     (feet)  VERTCON   
 GB2524  ___________________________________________________________________
 GB2524  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 GB2524  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 GB2524
 GB2524  HORZ ORDER  -  SECOND
 GB2524
 GB2524.The horizontal coordinates were established by classical geodetic methods
 GB2524.and adjusted by the National Geodetic Survey in April 1999..
 GB2524
 GB2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2524
 GB2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2524
 GB2524.The geoid height was determined by GEOID03.
 GB2524
 GB2524;                    North         East     Units Scale Factor Converg.
 GB2524;SPC TN       -   229,703.199   769,400.421   MT  0.99999520   +1 06 19.6
 GB2524;SPC TN       -   753,617.91  2,524,274.55   sFT  0.99999520   +1 06 19.6
 GB2524;UTM  16      - 4,030,961.627   759,059.765   MT  1.00042695   +1 42 52.0
 GB2524
 GB2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2524!SPC TN       -   0.99994726  x   0.99999520  =   0.99994246
 GB2524!UTM  16      -   0.99994726  x   1.00042695  =   1.00037418
 GB2524
 GB2524                          SUPERSEDED SURVEY CONTROL
 GB2524
 GB2524  NAD 83(1995)-  36 23 20.08800(N)    084 06 42.30211(W) AD(       ) 2
 GB2524  NAD 83(1995)-  36 23 20.09425(N)    084 06 42.30286(W) AD(       ) 2
 GB2524  NAD 83(1986)-  36 23 20.09767(N)    084 06 42.29985(W) AD(       ) 2
 GB2524  NAD 27      -  36 23 19.79993(N)    084 06 42.57177(W) AD(       ) 2
 GB2524  NGVD 29 (07/19/86)  366.2    (m)         1201.     (f) VERT ANG       
 GB2524
 GB2524.Superseded values are not recommended for survey control.
 GB2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2524.See file dsdata.txt to determine how the superseded data were derived.
 GB2524
 GB2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5906030962(NAD 83)
 GB2524_MARKER: DD = SURVEY DISK
 GB2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2524+STABILITY: SURFACE MOTION
 GB2524
 GB2524  HISTORY     - Date     Condition        Report By
 GB2524  HISTORY     - 1964     MONUMENTED       TNHD
 GB2524
 GB2524                          STATION DESCRIPTION
 GB2524
 GB2524'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB2524'THE AZIMUTH MARK IS 34 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2524'SIDEWALK AND ABOUT 6 FEET
 GB2524'ABOVE IT, 17.5 FEET WEST OF A SOUTHWEST CORNER OF THE
 GB2524'LAFOLLETTE COMMUNITY HOSPITAL,
 GB2524'7.6 FEET WEST OF THE FLAG POLE, 6.5
 GB2524'FEET SOUTHEAST OF A CORNER OF THE HOSPITAL AND 4
 GB2524'FEET EAST OF A
 GB2524'2-INCH CEDAR TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2524'DISK SET IN AN
 GB2524'8-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2524'IS STAMPED LAFOL AZI 1964.
 GB2524'
 GB2524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB2524'ROUTE 63 IN LAFOLLETTE, GO
 GB2524'0.8 MILE NORTHEAST ON STATE ROUTE 63 TO S.
 GB2524'FOURTEENTH ST.  ON THE RIGHT*, TURN
 GB2524'RIGHT, SOUTHEAST, AND GO 0.25
 GB2524'MILE TO THE INTERSECTION OF E.  ELM ST., TURN RIGHT,
 GB2524'SOUTHWEST, AND
 GB2524'GO 0.1 MILE TO THE INTERSECTION OF S.  TWELFTH ST., TURN LEFT,
 GB2524'SOUTHEAST, AND GO
 GB2524'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2530 ***********************************************************************
 GB2530  DESIGNATION -  LAFOLLETTE MUNICIPAL TANK
 GB2530  PID         -  GB2530
 GB2530  STATE/COUNTY-  TN/CAMPBELL
 GB2530  USGS QUAD   -  JACKSBORO (1991)
 GB2530
 GB2530                         *CURRENT SURVEY CONTROL
 GB2530  ___________________________________________________________________
 GB2530* NAD 83(1995)-  36 22 18.40867(N)    084 07 37.73522(W)     ADJUSTED  
 GB2530* NAVD 88     -                                                        
 GB2530  ___________________________________________________________________
 GB2530  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 GB2530  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB2530
 GB2530  HORZ ORDER  -  THIRD
 GB2530
 GB2530.The horizontal coordinates were established by classical geodetic methods
 GB2530.and adjusted by the National Geodetic Survey in April 1999..
 GB2530
 GB2530
 GB2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2530
 GB2530.The geoid height was determined by GEOID03.
 GB2530
 GB2530;                    North         East     Units Scale Factor Converg.
 GB2530;SPC TN       -   227,775.851   768,055.491   MT  0.99999235   +1 05 47.2
 GB2530;SPC TN       -   747,294.60  2,519,862.06   sFT  0.99999235   +1 05 47.2
 GB2530;UTM  16      - 4,029,019.270   757,734.813   MT  1.00041852   +1 42 16.6
 GB2530
 GB2530                          SUPERSEDED SURVEY CONTROL
 GB2530
 GB2530  NAD 83(1995)-  36 22 18.40991(N)    084 07 37.73810(W) AD(       ) 4
 GB2530  NAD 83(1995)-  36 22 18.41587(N)    084 07 37.73906(W) AD(       ) 4
 GB2530  NAD 83(1986)-  36 22 18.41902(N)    084 07 37.73563(W) AD(       ) 4
 GB2530  NAD 27      -  36 22 18.12000(N)    084 07 38.00600(W) AD(       ) 3
 GB2530
 GB2530.Superseded values are not recommended for survey control.
 GB2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2530.See file dsdata.txt to determine how the superseded data were derived.
 GB2530
 GB2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5773529019(NAD 83)
 GB2530_MARKER: 51 = TANK
 GB2530
 GB2530  HISTORY     - Date     Condition        Report By
 GB2530  HISTORY     - 1964     FIRST OBSERVED   TNHD
 GB2530
 GB2530                          STATION DESCRIPTION
 GB2530
 GB2530'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2530'THE STATION IS LOCATED IN LAFOLLETTE.
 GB2530'
 GB2530'TO REACH THE STATION FROM THE POST OFFICE IN LAFOLLETTE, GO 0.2 MILE
 GB2530'SOUTHEAST ON S.  TENNESSEE
 GB2530'AVE.  TO THE INTERSECTION OF W.  ELM ST., TURN
 GB2530'RIGHT, SOUTHWEST, AND GO 0.6 MILE
 GB2530'TO THE STATION ON THE RIGHT AS
 GB2530'DESCRIBED.
 GB2530'
 GB2530'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALUMINUM WITH BLACK
 GB2530'LETTERING
 GB2530'LAFOLLETTE TENN.  ON THE SIDE OF THE TANK.  THE OVERALL HEIGHT IS
 GB2530'ABOUT 120 FEET.
 GB2530'THE POINT INTERSECTED WAS THE BALL AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0234 ***********************************************************************
 FC0234  DESIGNATION -  LAKE
 FC0234  PID         -  FC0234
 FC0234  STATE/COUNTY-  TN/KNOX
 FC0234  USGS QUAD   -  BEARDEN (1990)
 FC0234
 FC0234                         *CURRENT SURVEY CONTROL
 FC0234  ___________________________________________________________________
 FC0234* NAD 83(1995)-  35 54 42.86969(N)    084 07 18.15172(W)     ADJUSTED  
 FC0234* NAVD 88     -       297.571  (meters)     976.28   (feet)  ADJUSTED  
 FC0234  ___________________________________________________________________
 FC0234  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 FC0234  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0234  DYNAMIC HT  -         297.293 (meters)     975.37  (feet)  COMP
 FC0234  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC0234
 FC0234  HORZ ORDER  -  SECOND
 FC0234  VERT ORDER  -  SECOND    CLASS 0
 FC0234
 FC0234.The horizontal coordinates were established by classical geodetic methods
 FC0234.and adjusted by the National Geodetic Survey in April 1999..
 FC0234
 FC0234.The orthometric height was determined by differential leveling
 FC0234.and adjusted by the National Geodetic Survey in June 1991..
 FC0234
 FC0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0234
 FC0234.The geoid height was determined by GEOID03.
 FC0234
 FC0234.The dynamic height is computed by dividing the NAVD 88
 FC0234.geopotential number by the normal gravity value computed on the
 FC0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0234.degrees latitude (g = 980.6199 gals.).
 FC0234
 FC0234.The modeled gravity was interpolated from observed gravity values.
 FC0234
 FC0234;                    North         East     Units Scale Factor Converg.
 FC0234;SPC TN       -   176,768.223   769,522.806   MT  0.99994932   +1 05 58.7
 FC0234;SPC TN       -   579,947.08  2,524,676.07   sFT  0.99994932   +1 05 58.7
 FC0234;UTM  16      - 3,978,006.336   759,736.105   MT  1.00043137   +1 41 21.0
 FC0234
 FC0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0234!SPC TN       -   0.99995811  x   0.99994932  =   0.99990744
 FC0234!UTM  16      -   0.99995811  x   1.00043137  =   1.00038947
 FC0234
 FC0234|---------------------------------------------------------------------|
 FC0234| PID    Reference Object                     Distance      Geod. Az  |
 FC0234|                                                           dddmmss.s |
 FC0234| FC0233 LAKE RM 1                            11.905 METERS 01001     |
 FC0234| FC0229 CAMPBELL                            APPROX. 3.9 KM 2524028.9 |
 FC0234| FC0232 LAKE RM 2                            12.930 METERS 29925     |
 FC0234|---------------------------------------------------------------------|
 FC0234
 FC0234                          SUPERSEDED SURVEY CONTROL
 FC0234
 FC0234  NAD 83(1995)-  35 54 42.87625(N)    084 07 18.15043(W) AD(       ) 2
 FC0234  NAD 83(1986)-  35 54 42.88221(N)    084 07 18.14828(W) AD(       ) 2
 FC0234  NAD 27      -  35 54 42.59510(N)    084 07 18.45780(W) AD(       ) 2
 FC0234  NGVD 29 (??/??/92)  297.693  (m)          976.68   (f) ADJ UNCH    2 0
 FC0234
 FC0234.Superseded values are not recommended for survey control.
 FC0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0234.See file dsdata.txt to determine how the superseded data were derived.
 FC0234
 FC0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5973678006(NAD 83)
 FC0234_MARKER: DE = TRAVERSE STATION DISK
 FC0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0234_STAMPING: LAKE 1960
 FC0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0234+STABILITY: SURFACE MOTION
 FC0234
 FC0234  HISTORY     - Date     Condition        Report By
 FC0234  HISTORY     - 1960     MONUMENTED       CGS
 FC0234  HISTORY     - 1960     GOOD             CGS
 FC0234  HISTORY     - 1982     GOOD             LOCENG
 FC0234
 FC0234                          STATION DESCRIPTION
 FC0234
 FC0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC0234'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF FARRAGUT, ABOUT
 FC0234'1 MILE SOUTHWEST OF CEDAR BLUFF, AND ON THE INTERSTATE HIGHWAY
 FC0234'RIGHT-OF-WAY.
 FC0234'
 FC0234'TO REACH THE STATION FROM THE JUNCTION OF THE TRUCK ROUTE AND U.S.
 FC0234'HIGHWAY 70 WHICH IS WEST OF KNOXVILLE, GO WEST, ON U.S. HIGHWAY 70
 FC0234'FOR 5.8 MILES TO MABRY ROAD ON THE RIGHT. TURN RIGHT, AND GO
 FC0234'NORTHERLY ON MABRY ROAD FOR 0.55 MILE TO AN OVERPASS AT THE
 FC0234'INTERSTATE HIGHWAY. PROCEED OVER THE OVERPASS AND THE STATION ON THE
 FC0234'LEFT.
 FC0234'
 FC0234'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED LAKE 1960, SET
 FC0234'IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 192 FEET NORTHWEST OF
 FC0234'THE NORTHWEST CORNER OF AN OVERPASS, 35 FEET SOUTH OF THE
 FC0234'RIGHT-OF-WAY FENCE, AND 2.2 FEET NORTH OF A WITNESS SIGN.
 FC0234'
 FC0234'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LAKE NO. 1 1960, SET
 FC0234'IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 1 FOOT SOUTH OF THE
 FC0234'RIGHT-OF-WAY FENCE.
 FC0234'
 FC0234'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED LAKE NO. 2 1960, SET
 FC0234'IN A CONCRETE MONUMENT WHICH IS FLUSH. IT IS 1 FOOT SOUTH OF THE
 FC0234'RIGHT-OF-WAY FENCE.
 FC0234'
 FC0234'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FC0234'47.2 FEET.
 FC0234'
 FC0234'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FC0234'STATION CAMPBELL WILL SERVE AS THE AZIMUTH MARK. SEE DESCRIPTION
 FC0234'THEREOF.
 FC0234'
 FC0234'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 FC0234
 FC0234                          STATION RECOVERY (1960)
 FC0234
 FC0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FC0234'8.8 MI W FROM BEARDEN.
 FC0234'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0234'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 6.95 MILES WEST
 FC0234'ON INTERSTATE HIGHWAY 40 TO AN OVER PASS OVER INTERSTATE 40.  THE
 FC0234'STATION MARK IS 192 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE
 FC0234'OVERPASS, 35 FT. SOUTH OF THE RIGHT-OF-WAY FENCE AND 2.2 FT.
 FC0234'NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0234'POST THAT IS FLUSH WITH THE GROUND.
 FC0234
 FC0234                          STATION RECOVERY (1982)
 FC0234
 FC0234'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0234'CHANGE DESC: AFTER THE WORDS 'NORTH OF A WITNESS SIGN'. INSERT THE
 FC0234'FOLLOWING: 'THE STATION IS ALSO 186 FT. WEST OF THE CENTERLINE OF
 FC0234'MABRY-HOOD RD. AND 20 FT. NORTHWEST OF THE NORTHWEST CONCRETE EDGE OF
 FC0234'PAVEMENT OF A ENTRANCE RAMP TO I-40 WEST.' CHANGE '192 FT. NORTHWEST'
 FC0234'TO '192 FT., APPROXIMATELY N 70 DEGREE WEST. (AT WEST CITY LIMITS
 FC0234'ALONG I-40 WEST AT MABRY-HOOD ROAD)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4438 ***********************************************************************
 AJ4438  DESIGNATION -  LAKE RESET
 AJ4438  PID         -  AJ4438
 AJ4438  STATE/COUNTY-  TN/CLAIBORNE
 AJ4438  USGS QUAD   -  POWDER SPRINGS (1988)
 AJ4438
 AJ4438                         *CURRENT SURVEY CONTROL
 AJ4438  ___________________________________________________________________
 AJ4438* NAD 83(1995)-  36 22 04.08610(N)    083 42 56.18557(W)     ADJUSTED  
 AJ4438* NAVD 88     -                                                        
 AJ4438  ___________________________________________________________________
 AJ4438  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AJ4438  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AJ4438
 AJ4438  HORZ ORDER  -  SECOND
 AJ4438
 AJ4438.The horizontal coordinates were established by classical geodetic methods
 AJ4438.and adjusted by the National Geodetic Survey in April 1999..
 AJ4438
 AJ4438
 AJ4438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4438
 AJ4438.The geoid height was determined by GEOID03.
 AJ4438
 AJ4438;                    North         East     Units Scale Factor Converg.
 AJ4438;SPC TN       -   228,118.815   804,988.315   MT  0.99999170   +1 20 14.5
 AJ4438;SPC TN       -   748,419.81  2,641,032.50   sFT  0.99999170   +1 20 14.5
 AJ4438;UTM  17      - 4,028,169.415   256,363.019   MT  1.00033141   -1 36 39.8
 AJ4438
 AJ4438:                Primary Azimuth Mark                     Grid Az
 AJ4438:SPC TN       -  ED                                       001 45 48.5
 AJ4438:UTM  17      -  ED                                       004 42 42.8
 AJ4438
 AJ4438|---------------------------------------------------------------------|
 AJ4438| PID    Reference Object                     Distance      Geod. Az  |
 AJ4438|                                                           dddmmss.s |
 AJ4438| GA3535 ED                                  APPROX. 2.0 KM 0030603.0 |
 AJ4438| GA2515 LAKE RM 1                             8.596 METERS 01521     |
 AJ4438| GA2517 LAKE RM 2                             8.718 METERS 19852     |
 AJ4438|---------------------------------------------------------------------|
 AJ4438
 AJ4438                          SUPERSEDED SURVEY CONTROL
 AJ4438
 AJ4438  NAD 83(1995)-  36 22 04.08973(N)    083 42 56.18737(W) AD(       ) 2
 AJ4438  NAD 83(1995)-  36 22 04.08974(N)    083 42 56.18304(W) AD(       ) 2
 AJ4438  NAD 83(1995)-  36 22 04.09470(N)    083 42 56.18716(W) AD(       ) 2
 AJ4438  NAD 83(1986)-  36 22 04.09749(N)    083 42 56.18610(W) AD(       ) 2
 AJ4438
 AJ4438.Superseded values are not recommended for survey control.
 AJ4438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4438.See file dsdata.txt to determine how the superseded data were derived.
 AJ4438
 AJ4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5636328169(NAD 83)
 AJ4438_MARKER: DD = SURVEY DISK
 AJ4438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4438_STAMPING: LAKE THD 1964 1980
 AJ4438_MARK LOGO: NGS   
 AJ4438_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4438+STABILITY: SURFACE MOTION
 AJ4438
 AJ4438  HISTORY     - Date     Condition        Report By
 AJ4438  HISTORY     - 1980     MONUMENTED       NGS
 AJ4438
 AJ4438                          STATION DESCRIPTION
 AJ4438
 AJ4438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AJ4438'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE
 AJ4438'STATION MARK WAS FOUND DESTROYED BY UTILITY CONSTRUCTION.  THE
 AJ4438'REFERENCE MARKS WERE NOT FOUND AND ASSUMED DESTROYED BY THE
 AJ4438'CONSTRUCTION.  A NEW SURFACE STATION MARK AND REFERENCE MARK 3 AND 4
 AJ4438'WERE SET.  THERE IS NO AZIMUTH MARK AVAILABLE AT THIS TIME BUT WHEN
 AJ4438'THE LEAVES ARE GONE THE STATION WILL BE VISITED AND AN ATTEMPT MADE TO
 AJ4438'SET A NEW AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 AJ4438'
 AJ4438'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) SOUTHWEST OF TAZEWELL,
 AJ4438'ABOUT 10 MILES (16.1 KM) NORTHEAST OF MAYNARDVILLE, ABOUT 0.1 MILE
 AJ4438'(0.2 KM) NORTHEAST OF THE DRIVE TO THE CLAIBORNE CO BOAT DOCK, 20 FT
 AJ4438'(6.1 M) NORTHEAST OF A POWER POLE, 17 FT (5.2 M) EAST OF THE
 AJ4438'CENTERLINE OF STATE HIGHWAY 33, 5 FT (1.5 M) WEST OF A METAL WITNESS
 AJ4438'POST, 5 FT (1.5 M) SOUTHWEST OF A 14 INCH LOCUST TREE, ABOUT 2 INCHES
 AJ4438'LOWER THAN AND 0.3 OF A FOOT EAST OF THE EAST EDGE OF PAVED SHOULDER
 AJ4438'OF THE HIGHWAY.
 AJ4438'
 AJ4438'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---LAKE THD 1964 1980--.
 AJ4438'TO REACH THE STATION FROM THE U.S POST OFFICE AT NEW TAZEWELL, GO
 AJ4438'SOUTHWEST ON STATE HIGHWAY 33 FOR 9.3 MILES (15.0 KM) TO THE STATION
 AJ4438'ON THE LEFT.
 AJ4438'
 AJ4438'REFERENCE MARK NO 3 IS A STANDARD PRE-CASE ALUMINUM MONUMENT,
 AJ4438'STAMPED--LAKE THD 1964 NO 3 1980--, PROJECTING 2 INCHES, 22 FT (6.7 M)
 AJ4438'EAST OF THE CENTERLINE OF THE HIGHWAY, 7 FT (2.1 M) NORTH OF A 10 INCH
 AJ4438'LOCUST TREE AND FOOT SOUTH OF A METAL WITNESS POST.
 AJ4438'
 AJ4438'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 AJ4438'STAMPED--LAKE THD 1964 NO 4 1980--, PROJECTING 2 INCHES, 1 FOOT (0.3
 AJ4438'M) NORTH OF THE POWER POLE, AND 22 FT (6.7 M) EAST OF THE CENTERLINE
 AJ4438'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2515 ***********************************************************************
 GA2515  DESIGNATION -  LAKE RM 1
 GA2515  PID         -  GA2515
 GA2515  STATE/COUNTY-  TN/CLAIBORNE
 GA2515  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2515
 GA2515                         *CURRENT SURVEY CONTROL
 GA2515  ___________________________________________________________________
 GA2515* NAD 83(1986)-  36 22 04.     (N)    083 42 56.     (W)     SCALED    
 GA2515* NAVD 88     -       323.062  (meters)    1059.91   (feet)  ADJUSTED  
 GA2515  ___________________________________________________________________
 GA2515  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2515  DYNAMIC HT  -         322.773 (meters)    1058.96  (feet)  COMP
 GA2515  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 GA2515
 GA2515  VERT ORDER  -  SECOND    CLASS 0
 GA2515
 GA2515.The horizontal coordinates were scaled from a topographic map and have
 GA2515.an estimated accuracy of +/- 6 seconds.
 GA2515
 GA2515.The orthometric height was determined by differential leveling
 GA2515.and adjusted by the National Geodetic Survey in June 1991..
 GA2515
 GA2515.The geoid height was determined by GEOID03.
 GA2515
 GA2515.The dynamic height is computed by dividing the NAVD 88
 GA2515.geopotential number by the normal gravity value computed on the
 GA2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2515.degrees latitude (g = 980.6199 gals.).
 GA2515
 GA2515.The modeled gravity was interpolated from observed gravity values.
 GA2515
 GA2515;                    North         East    Units  Estimated Accuracy
 GA2515;SPC TN       -   228,120.      804,990.      MT  (+/- 180 meters Scaled)
 GA2515
 GA2515                          SUPERSEDED SURVEY CONTROL
 GA2515
 GA2515  NGVD 29 (??/??/92)  323.155  (m)         1060.22   (f) ADJ UNCH    2 0
 GA2515
 GA2515.Superseded values are not recommended for survey control.
 GA2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2515.See file dsdata.txt to determine how the superseded data were derived.
 GA2515
 GA2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA563281(NAD 83)
 GA2515_MARKER: DD = SURVEY DISK
 GA2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2515_STAMPING: LAKE RM-1 1963
 GA2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2515+STABILITY: SURFACE MOTION
 GA2515
 GA2515  HISTORY     - Date     Condition        Report By
 GA2515  HISTORY     - 1963     MONUMENTED       TNHD
 GA2515  HISTORY     - 1964     GOOD             TNHD
 GA2515  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2515
 GA2515                          STATION DESCRIPTION
 GA2515
 GA2515'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2515'10 MI NE FROM MAYNARDVILLE.
 GA2515'THIS MARK IS LOCATED AT THE LAKE 1963 STATION SITE, 17 FEET NORTH
 GA2515'OF A FORESTRY SIGN, 17 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2515'OF STATE ROUTE 33 AND 28 FEET NORTH OF THE STATION.  THE MARK IS
 GA2515'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2515'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2515
 GA2515                          STATION RECOVERY (1980)
 GA2515
 GA2515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0233 ***********************************************************************
 FC0233  DESIGNATION -  LAKE RM 1
 FC0233  PID         -  FC0233
 FC0233  STATE/COUNTY-  TN/KNOX
 FC0233  USGS QUAD   -  BEARDEN (1990)
 FC0233
 FC0233                         *CURRENT SURVEY CONTROL
 FC0233  ___________________________________________________________________
 FC0233* NAD 83(1986)-  35 54 42.     (N)    084 07 18.     (W)     SCALED    
 FC0233* NAVD 88     -       298.161  (meters)     978.22   (feet)  ADJUSTED  
 FC0233  ___________________________________________________________________
 FC0233  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0233  DYNAMIC HT  -         297.882 (meters)     977.30  (feet)  COMP
 FC0233  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC0233
 FC0233  VERT ORDER  -  SECOND    CLASS 0
 FC0233
 FC0233.The horizontal coordinates were scaled from a topographic map and have
 FC0233.an estimated accuracy of +/- 6 seconds.
 FC0233
 FC0233.The orthometric height was determined by differential leveling
 FC0233.and adjusted by the National Geodetic Survey in June 1991..
 FC0233
 FC0233.The geoid height was determined by GEOID03.
 FC0233
 FC0233.The dynamic height is computed by dividing the NAVD 88
 FC0233.geopotential number by the normal gravity value computed on the
 FC0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0233.degrees latitude (g = 980.6199 gals.).
 FC0233
 FC0233.The modeled gravity was interpolated from observed gravity values.
 FC0233
 FC0233;                    North         East    Units  Estimated Accuracy
 FC0233;SPC TN       -   176,740.      769,530.      MT  (+/- 180 meters Scaled)
 FC0233
 FC0233                          SUPERSEDED SURVEY CONTROL
 FC0233
 FC0233  NGVD 29 (??/??/92)  298.282  (m)          978.61   (f) ADJ UNCH    2 0
 FC0233
 FC0233.Superseded values are not recommended for survey control.
 FC0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0233.See file dsdata.txt to determine how the superseded data were derived.
 FC0233
 FC0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE597779(NAD 83)
 FC0233_MARKER: DR = REFERENCE MARK DISK
 FC0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0233_STAMPING: LAKE NO 1 1960
 FC0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0233+STABILITY: SURFACE MOTION
 FC0233
 FC0233  HISTORY     - Date     Condition        Report By
 FC0233  HISTORY     - 1960     MONUMENTED       CGS
 FC0233  HISTORY     - 1982     GOOD             LOCENG
 FC0233
 FC0233                          STATION DESCRIPTION
 FC0233
 FC0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0233'8.8 MI W FROM BEARDEN.
 FC0233'THIS MARK IS LOCATED AT THE LAKE 1960 STATION SITE, 39 FT. NORTH
 FC0233'OF THE STATION MARK AND 1 FT. SOUTH OF THE RIGHT-OF-WAY FENCE.
 FC0233'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FC0233'THE GROUND.
 FC0233
 FC0233                          STATION RECOVERY (1982)
 FC0233
 FC0233'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0233'AT WEST CITY LIMITS ALONG I-40 WEST AT MABRYHOOD RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2517 ***********************************************************************
 GA2517  DESIGNATION -  LAKE RM 2
 GA2517  PID         -  GA2517
 GA2517  STATE/COUNTY-  TN/CLAIBORNE
 GA2517  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2517
 GA2517                         *CURRENT SURVEY CONTROL
 GA2517  ___________________________________________________________________
 GA2517* NAD 83(1986)-  36 22 04.     (N)    083 42 56.     (W)     SCALED    
 GA2517* NAVD 88     -       321.930  (meters)    1056.20   (feet)  ADJUSTED  
 GA2517  ___________________________________________________________________
 GA2517  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2517  DYNAMIC HT  -         321.642 (meters)    1055.25  (feet)  COMP
 GA2517  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 GA2517
 GA2517  VERT ORDER  -  SECOND    CLASS 0
 GA2517
 GA2517.The horizontal coordinates were scaled from a topographic map and have
 GA2517.an estimated accuracy of +/- 6 seconds.
 GA2517
 GA2517.The orthometric height was determined by differential leveling
 GA2517.and adjusted by the National Geodetic Survey in June 1991..
 GA2517
 GA2517.The geoid height was determined by GEOID03.
 GA2517
 GA2517.The dynamic height is computed by dividing the NAVD 88
 GA2517.geopotential number by the normal gravity value computed on the
 GA2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2517.degrees latitude (g = 980.6199 gals.).
 GA2517
 GA2517.The modeled gravity was interpolated from observed gravity values.
 GA2517
 GA2517;                    North         East    Units  Estimated Accuracy
 GA2517;SPC TN       -   228,120.      804,990.      MT  (+/- 180 meters Scaled)
 GA2517
 GA2517                          SUPERSEDED SURVEY CONTROL
 GA2517
 GA2517  NGVD 29 (??/??/92)  322.024  (m)         1056.51   (f) ADJ UNCH    2 0
 GA2517
 GA2517.Superseded values are not recommended for survey control.
 GA2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2517.See file dsdata.txt to determine how the superseded data were derived.
 GA2517
 GA2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA563281(NAD 83)
 GA2517_MARKER: DD = SURVEY DISK
 GA2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2517_STAMPING: LAKE RM-2 1963
 GA2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2517+STABILITY: SURFACE MOTION
 GA2517
 GA2517  HISTORY     - Date     Condition        Report By
 GA2517  HISTORY     - 1963     MONUMENTED       TNHD
 GA2517  HISTORY     - 1964     GOOD             TNHD
 GA2517  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2517
 GA2517                          STATION DESCRIPTION
 GA2517
 GA2517'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2517'10 MI NE FROM MAYNARDVILLE.
 GA2517'THIS MARK IS LOCATED AT THE LAKE 1963 STATION SITE, 16 FEET
 GA2517'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 29 FEET
 GA2517'SOUTH OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2517'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH
 GA2517'WITH THE GROUND.
 GA2517
 GA2517                          STATION RECOVERY (1980)
 GA2517
 GA2517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0232 ***********************************************************************
 FC0232  DESIGNATION -  LAKE RM 2
 FC0232  PID         -  FC0232
 FC0232  STATE/COUNTY-  TN/KNOX
 FC0232  USGS QUAD   -  BEARDEN (1990)
 FC0232
 FC0232                         *CURRENT SURVEY CONTROL
 FC0232  ___________________________________________________________________
 FC0232* NAD 83(1986)-  35 54 42.     (N)    084 07 18.     (W)     SCALED    
 FC0232* NAVD 88     -       297.652  (meters)     976.55   (feet)  ADJUSTED  
 FC0232  ___________________________________________________________________
 FC0232  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FC0232  DYNAMIC HT  -         297.374 (meters)     975.63  (feet)  COMP
 FC0232  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 FC0232
 FC0232  VERT ORDER  -  SECOND    CLASS 0
 FC0232
 FC0232.The horizontal coordinates were scaled from a topographic map and have
 FC0232.an estimated accuracy of +/- 6 seconds.
 FC0232
 FC0232.The orthometric height was determined by differential leveling
 FC0232.and adjusted by the National Geodetic Survey in June 1991..
 FC0232
 FC0232.The geoid height was determined by GEOID03.
 FC0232
 FC0232.The dynamic height is computed by dividing the NAVD 88
 FC0232.geopotential number by the normal gravity value computed on the
 FC0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0232.degrees latitude (g = 980.6199 gals.).
 FC0232
 FC0232.The modeled gravity was interpolated from observed gravity values.
 FC0232
 FC0232;                    North         East    Units  Estimated Accuracy
 FC0232;SPC TN       -   176,740.      769,530.      MT  (+/- 180 meters Scaled)
 FC0232
 FC0232                          SUPERSEDED SURVEY CONTROL
 FC0232
 FC0232  NGVD 29 (??/??/92)  297.773  (m)          976.94   (f) ADJ UNCH    2 0
 FC0232
 FC0232.Superseded values are not recommended for survey control.
 FC0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0232.See file dsdata.txt to determine how the superseded data were derived.
 FC0232
 FC0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE597779(NAD 83)
 FC0232_MARKER: DR = REFERENCE MARK DISK
 FC0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0232_STAMPING: LAKE NO 2 1960
 FC0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0232+STABILITY: SURFACE MOTION
 FC0232
 FC0232  HISTORY     - Date     Condition        Report By
 FC0232  HISTORY     - 1960     MONUMENTED       CGS
 FC0232  HISTORY     - 1982     GOOD             LOCENG
 FC0232
 FC0232                          STATION DESCRIPTION
 FC0232
 FC0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0232'8.8 MI W FROM BEARDEN.
 FC0232'THIS MARK IS LOCATED AT THE LAKE 1960 STATION SITE, 42.4 FT.
 FC0232'NORTHWEST OF THE STATION MARK AND 1 FT. SOUTH OF THE RIGHT-OF-WAY
 FC0232'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FC0232'WITH THE GROUND.
 FC0232
 FC0232                          STATION RECOVERY (1982)
 FC0232
 FC0232'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0232'AT WEST CITY LIMITS ALONG I-40 WEST AT MABRYHOOD RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1404 ***********************************************************************
 FD1404  DESIGNATION -  LAKEVIEW
 FD1404  PID         -  FD1404
 FD1404  STATE/COUNTY-  TN/COFFEE
 FD1404  USGS QUAD   -  FREDONIA (1976)
 FD1404
 FD1404                         *CURRENT SURVEY CONTROL
 FD1404  ___________________________________________________________________
 FD1404* NAD 83(1995)-  35 30 09.25578(N)    086 05 20.42422(W)     ADJUSTED  
 FD1404* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 FD1404  ___________________________________________________________________
 FD1404  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 FD1404  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD1404
 FD1404  HORZ ORDER  -  SECOND
 FD1404
 FD1404.The horizontal coordinates were established by classical geodetic methods
 FD1404.and adjusted by the National Geodetic Survey in April 1999..
 FD1404
 FD1404.The orthometric height was scaled from a topographic map.
 FD1404
 FD1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1404
 FD1404.The geoid height was determined by GEOID03.
 FD1404
 FD1404;                    North         East     Units Scale Factor Converg.
 FD1404;SPC TN       -   129,729.803   591,925.015   MT  0.99996504   -0 03 07.6
 FD1404;SPC TN       -   425,621.86  1,942,007.32   sFT  0.99996504   -0 03 07.6
 FD1404;UTM  16      - 3,929,160.058   582,619.314   MT  0.99968412   +0 31 44.7
 FD1404
 FD1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1404!SPC TN       -   0.99995289  x   0.99996504  =   0.99991793
 FD1404!UTM  16      -   0.99995289  x   0.99968412  =   0.99963702
 FD1404
 FD1404|---------------------------------------------------------------------|
 FD1404| PID    Reference Object                     Distance      Geod. Az  |
 FD1404|                                                           dddmmss.s |
 FD1404| FD1402 RAS 915                             245.491 METERS 09126     |
 FD1404| FD1424 MANCHESTER ABANDONED WATER TANK     APPROX. 3.2 KM 1760844.9 |
 FD1404| FD1425 MANCHESTER MUNICIPAL TANK           APPROX. 3.4 KM 1772219.3 |
 FD1404| CG6716 LAKEVIEW RM 1                        34.553 METERS 23654     |
 FD1404| CG6717 LAKEVIEW RM 2                        34.203 METERS 28927     |
 FD1404| FD0140 HAGGARD                             APPROX. 4.1 KM 2974306.4 |
 FD1404|---------------------------------------------------------------------|
 FD1404
 FD1404                          SUPERSEDED SURVEY CONTROL
 FD1404
 FD1404  NAD 83(1995)-  35 30 09.26308(N)    086 05 20.42570(W) AD(       ) 2
 FD1404  NAD 83(1986)-  35 30 09.26648(N)    086 05 20.42336(W) AD(       ) 2
 FD1404  NAD 27      -  35 30 08.99210(N)    086 05 20.46210(W) AD(       ) 2
 FD1404
 FD1404.Superseded values are not recommended for survey control.
 FD1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1404.See file dsdata.txt to determine how the superseded data were derived.
 FD1404
 FD1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8261929160(NAD 83)
 FD1404_MARKER: DE = TRAVERSE STATION DISK
 FD1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1404
 FD1404  HISTORY     - Date     Condition        Report By
 FD1404  HISTORY     - 1960     MONUMENTED       CGS
 FD1404
 FD1404                          STATION DESCRIPTION
 FD1404
 FD1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1404'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF MANCHESTER.
 FD1404'
 FD1404'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 41 AND
 FD1404'STATE HIGHWAY 53 IN
 FD1404'MANCHESTER, GO NORTH ON STATE HIGHWAY 53 FOR 1.35 MILES TO A
 FD1404'SIDE STREET ON THE LEFT,
 FD1404'CONTINUE NORTH FOR 0.05 MILE TO THE AZIMUTH
 FD1404'MARK ON THE LEFT, TURN LEFT, WEST, AND GO
 FD1404'0.15 MILE TO A T ROAD, TURN
 FD1404'RIGHT AND GO 0.05 MILE TO THE STATION.
 FD1404'
 FD1404'THE STATION IS 120 FEET NORTH OF A T ROAD, 17 FEET WEST OF THE CENTER
 FD1404'OF A GRAVELED ROAD AND
 FD1404'2.4 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 FD1404'TRAVERSE DISK SET IN A 10-INCH
 FD1404'SQUARE CONCRETE POST, FLUSH, AND
 FD1404'STAMPED LAKEVIEW 1960.
 FD1404'
 FD1404'REFERENCE MARK NO 1 IS ALONG THE WEST SIDE OF A CULTIVATED FIELD.  IT
 FD1404'IS A STANDARD DISK SET
 FD1404'IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 FD1404'STAMPED LAKEVIEW NO 1 1960.
 FD1404'
 FD1404'REFERENCE MARK NO 2 IS 10 FEET WEST OF THE WEST SIDE OF A CULTIVATED
 FD1404'FIELD AND 5 FEET WEST OF A
 FD1404'10-INCH TREE.  IT IS A STANDARD DISK SET IN A
 FD1404'10-INCH SQUARE CONCRETE POST,
 FD1404'FLUSH, AND STAMPED LAKEVIEW NO 2 1960.
 FD1404'
 FD1404'THE DISTANCE BETWEEN REFERENCE MARKS NO 1 AND 2 IS 99.7 FEET.
 FD1404'
 FD1404'THE AZIMUTH MARK IS A U S TVA BENCH MARK, IS 43 FEET WEST OF THE
 FD1404'CENTER OF AN OILED ROAD,
 FD1404'11 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 0.5 FOOT
 FD1404'EAST OF A WITNESS POST.  IT IS
 FD1404'A U S TVA B M DISK SET IN A 5-INCH
 FD1404'SQUARE CONCRETE POST, PROJECTING 4 INCHES, AND
 FD1404'STAMPED RAS 915 1950.
 FD1404'
 FD1404'HEIGHT OF LIGHT ABOVE STATION MARK 25.85 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1500 ***********************************************************************
 FE1500  DESIGNATION -  LAMAR
 FE1500  PID         -  FE1500
 FE1500  STATE/COUNTY-  TN/SHELBY
 FE1500  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1500
 FE1500                         *CURRENT SURVEY CONTROL
 FE1500  ___________________________________________________________________
 FE1500* NAD 83(1995)-  35 04 52.35397(N)    089 57 32.86443(W)     ADJUSTED  
 FE1500* NAVD 88     -        77.134  (meters)     253.06   (feet)  ADJUSTED  
 FE1500  ___________________________________________________________________
 FE1500  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FE1500  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1500  DYNAMIC HT  -          77.063 (meters)     252.83  (feet)  COMP
 FE1500  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 FE1500
 FE1500  HORZ ORDER  -  SECOND
 FE1500  VERT ORDER  -  SECOND    CLASS 0
 FE1500
 FE1500.The horizontal coordinates were established by classical geodetic methods
 FE1500.and adjusted by the National Geodetic Survey in April 1999..
 FE1500
 FE1500.The orthometric height was determined by differential leveling
 FE1500.and adjusted by the National Geodetic Survey in June 1991..
 FE1500
 FE1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1500
 FE1500.The geoid height was determined by GEOID03.
 FE1500
 FE1500.The dynamic height is computed by dividing the NAVD 88
 FE1500.geopotential number by the normal gravity value computed on the
 FE1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1500.degrees latitude (g = 980.6199 gals.).
 FE1500
 FE1500.The modeled gravity was interpolated from observed gravity values.
 FE1500
 FE1500;                    North         East     Units Scale Factor Converg.
 FE1500;SPC TN       -    90,280.464   239,021.976   MT  1.00003407   -2 19 04.2
 FE1500;SPC TN       -   296,195.16    784,191.27   sFT  1.00003407   -2 19 04.2
 FE1500;UTM  16      - 3,886,055.296   230,200.603   MT  1.00049721   -1 42 06.3
 FE1500;UTM  15      - 3,886,279.854   777,254.605   MT  1.00054749   +1 44 55.7
 FE1500
 FE1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1500!SPC TN       -   0.99999219  x   1.00003407  =   1.00002626
 FE1500!UTM  16      -   0.99999219  x   1.00049721  =   1.00048939
 FE1500!UTM  15      -   0.99999219  x   1.00054749  =   1.00053967
 FE1500
 FE1500:                Primary Azimuth Mark                     Grid Az
 FE1500:SPC TN       -  LAMAR AZ MK                              077 08 25.6
 FE1500:UTM  16      -  LAMAR AZ MK                              076 31 27.7
 FE1500:UTM  15      -  LAMAR AZ MK                              073 04 25.7
 FE1500
 FE1500|---------------------------------------------------------------------|
 FE1500| PID    Reference Object                     Distance      Geod. Az  |
 FE1500|                                                           dddmmss.s |
 FE1500| FE1499 LAMAR AZ MK                                        0744921.4 |
 FE1500| FE1502 LAMAR RM 1                           29.334 METERS 12644     |
 FE1500| FE1501 LAMAR RM 2                           26.121 METERS 30650     |
 FE1500|---------------------------------------------------------------------|
 FE1500
 FE1500                          SUPERSEDED SURVEY CONTROL
 FE1500
 FE1500  NAD 83(1995)-  35 04 52.35573(N)    089 57 32.86367(W) AD(       ) 2
 FE1500  NAD 83(1995)-  35 04 52.35878(N)    089 57 32.86455(W) AD(       ) 2
 FE1500  NAD 83(1986)-  35 04 52.36396(N)    089 57 32.86527(W) AD(       ) 2
 FE1500  NAD 27      -  35 04 52.03920(N)    089 57 32.54590(W) AD(       ) 2
 FE1500  NGVD 29 (??/??/??)   77.103  (m)          252.96   (f) ADJUSTED    2 0
 FE1500
 FE1500.Superseded values are not recommended for survey control.
 FE1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1500.See file dsdata.txt to determine how the superseded data were derived.
 FE1500
 FE1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3020186055(NAD 83)
 FE1500_MARKER: DE = TRAVERSE STATION DISK
 FE1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1500_STAMPING: LAMAR 1959
 FE1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1500+STABILITY: SURFACE MOTION
 FE1500
 FE1500  HISTORY     - Date     Condition        Report By
 FE1500  HISTORY     - 1959     MONUMENTED       CGS
 FE1500  HISTORY     - 1959     GOOD             CGS
 FE1500  HISTORY     - 1962     GOOD             CGS
 FE1500
 FE1500                          STATION DESCRIPTION
 FE1500
 FE1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1500'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF THE MAIN BUSINESS
 FE1500'CENTER OF MEMPHIS AND ABOUT 0.25 MILE SOUTHWEST OF THE INTERSECTION
 FE1500'OF PRESCOTT ROAD AND LAMAR AVENUE.
 FE1500'
 FE1500'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND INTERSECTION OF LAMAR
 FE1500'AVENUE AND KIMBALL ROAD, GO SOUTHEAST ON LAMAR AVENUE FOR 1.3
 FE1500'MILES TO A TRAFFIC LIGHT AT PRESCOTT ROAD, TURN RIGHT SOUTHWEST AND
 FE1500'GO ACROSS COUNTRY ABOUT 0.25 MILE TO A DRAINAGE DITCH AND STATION AS
 FE1500'DESCRIBED.
 FE1500'
 FE1500'TO REACH THE AZIMUTH FROM THE INTERSECTION OF PRESCOTT ROAD AND LAMAR
 FE1500'AVENUE, GO NORTHEAST ON PRESCOTT ROAD FOR 0.4 MILE TO STEVE ROAD,
 FE1500'TURN RIGHT EASTERLY ON STEVE ROAD AND GO 0.05 MILE TO A DIM TRACK
 FE1500'ROAD RIGHT, TURN RIGHT OVER CURB ONTO DIM TRACK ROAD AND GO
 FE1500'SOUTHERLY FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 FE1500'
 FE1500'THE STATION IS A STANDARD TRAVERSE STATION DISK, STAMPED LAMAR 1959,
 FE1500'WHICH IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FE1500'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 21 FEET
 FE1500'NORTHEAST OF THE NORTH BANK OF A DRAINAGE DITCH AND 3.4 FEET
 FE1500'SOUTHEAST OF A WITNESS SIGN.
 FE1500'
 FE1500'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK, STAMPED LAMAR NO 1
 FE1500'1959, WHICH IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FE1500'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 20 FEET
 FE1500'NORTHEAST OF THE NORTH BANK OF A DRAINAGE DITCH AND 20 FEET EAST
 FE1500'OF A 14-INCH ELM TREE.
 FE1500'
 FE1500'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK, STAMPED LAMAR NO 2
 FE1500'1959, WHICH IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FE1500'MONUMENT PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 45
 FE1500'FEET NORTH OF A 10-INCH TREE, 25 FEET NORTHEAST OF THE NORTH BANK
 FE1500'OF A DRAINAGE DITCH AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FE1500'
 FE1500'THE AZIMUTH IS A STANDARD AZIMUTH DISK, STAMPED LAMAR 1959, WHICH IS
 FE1500'SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT PROJECTING 1 INCH
 FE1500'ABOVE THE SURFACE OF THE GROUND.  IT IS 17 FEET WEST OF THE WEST BANK
 FE1500'OF A DRAINAGE DITCH, 10 FEET WEST OF THE CENTER OF A TRACK ROAD
 FE1500'AND 3.3 FEET EAST OF A WITNESS SIGN.
 FE1500'
 FE1500'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FE1500
 FE1500                          STATION RECOVERY (1959)
 FE1500
 FE1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1500'IN MEMPHIS.
 FE1500'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND INTERSECTION
 FE1500'OF LAMAR AVENUE AND KIMBALL ROAD, GO SOUTHEAST ON LAMAR AVENUE
 FE1500'FOR 1.3 MILES TO A TRAFFIC LIGHT AT PRESCOTT ROAD, TURN RIGHT
 FE1500'SOUTHWEST AND GO ACROSS COUNTRY ABOUT 0.25 MILE TO A DRAINAGE
 FE1500'DITCH AND STATION AS DESCRIBED, 21 FT. NORTHEAST OF THE NORTH
 FE1500'BANK OF A DRAINAGE DITCH, 3.4 FT. SOUTHEAST OF A WITNESS SIGN,
 FE1500'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  THIS
 FE1500'STATION IS ABOUT 0.5 MILE WEST OF LAMAR AZIMUTH.
 FE1500
 FE1500                          STATION RECOVERY (1962)
 FE1500
 FE1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE1500'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED, IN GOOD CONDITION,
 FE1500'AS DESCRIBED.
 FE1500'
 FE1500'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 FE1500'
 FE1500'AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1499 ***********************************************************************
 FE1499  DESIGNATION -  LAMAR AZ MK
 FE1499  PID         -  FE1499
 FE1499  STATE/COUNTY-  TN/SHELBY
 FE1499  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1499
 FE1499                         *CURRENT SURVEY CONTROL
 FE1499  ___________________________________________________________________
 FE1499* NAD 83(1986)-  35 04 57.     (N)    089 56 56.     (W)     SCALED    
 FE1499* NAVD 88     -        75.898  (meters)     249.01   (feet)  ADJUSTED  
 FE1499  ___________________________________________________________________
 FE1499  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1499  DYNAMIC HT  -          75.828 (meters)     248.78  (feet)  COMP
 FE1499  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 FE1499
 FE1499  VERT ORDER  -  SECOND    CLASS 0
 FE1499
 FE1499.The horizontal coordinates were scaled from a topographic map and have
 FE1499.an estimated accuracy of +/- 6 seconds.
 FE1499
 FE1499.The orthometric height was determined by differential leveling
 FE1499.and adjusted by the National Geodetic Survey in June 1991..
 FE1499
 FE1499.The geoid height was determined by GEOID03.
 FE1499
 FE1499.The dynamic height is computed by dividing the NAVD 88
 FE1499.geopotential number by the normal gravity value computed on the
 FE1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1499.degrees latitude (g = 980.6199 gals.).
 FE1499
 FE1499.The modeled gravity was interpolated from observed gravity values.
 FE1499
 FE1499;                    North         East    Units  Estimated Accuracy
 FE1499;SPC TN       -    90,390.      239,960.      MT  (+/- 180 meters Scaled)
 FE1499
 FE1499                          SUPERSEDED SURVEY CONTROL
 FE1499
 FE1499  NGVD 29 (??/??/??)   75.867  (m)          248.91   (f) ADJUSTED    2 0
 FE1499
 FE1499.Superseded values are not recommended for survey control.
 FE1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1499.See file dsdata.txt to determine how the superseded data were derived.
 FE1499
 FE1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD311861(NAD 83)
 FE1499_MARKER: DZ = AZIMUTH MARK DISK
 FE1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1499_STAMPING: LAMAR 1959
 FE1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1499+STABILITY: SURFACE MOTION
 FE1499
 FE1499  HISTORY     - Date     Condition        Report By
 FE1499  HISTORY     - 1959     MONUMENTED       CGS
 FE1499  HISTORY     - 1959     GOOD             CGS
 FE1499
 FE1499                          STATION DESCRIPTION
 FE1499
 FE1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1499'IN MEMPHIS.
 FE1499'TO REACH THE AZIMUTH FROM THE INTERSECTION OF PRESCOTT ROAD AND
 FE1499'LAMAR AVENUE, GO NORTHEAST ON PRESCOTT ROAD FOR 0.4 MILE TO STEVE
 FE1499'ROAD, TURN RIGHT EASTERLY ON STEVE ROAD AND GO 0.05 MILE TO A
 FE1499'DIM TRACK ROAD RIGHT, TURN RIGHT OVER A CURB ONTO DIM TRACK ROAD
 FE1499'AND GO SOUTHERLY FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT.  THE
 FE1499'MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 FE1499'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 17 FEET WEST OF
 FE1499'THE WEST BANK OF A DRAINAGE DITCH, 10 FEET WEST OF THE CENTER
 FE1499'OF A TRACK ROAD AND 3.3 FEET EAST OF A WITNESS SIGN.  IT IS ABOUT
 FE1499'1 MILE WEST OF STATION GETWELL 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1502 ***********************************************************************
 FE1502  DESIGNATION -  LAMAR RM 1
 FE1502  PID         -  FE1502
 FE1502  STATE/COUNTY-  TN/SHELBY
 FE1502  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1502
 FE1502                         *CURRENT SURVEY CONTROL
 FE1502  ___________________________________________________________________
 FE1502* NAD 83(1986)-  35 04 52.     (N)    089 57 35.     (W)     SCALED    
 FE1502* NAVD 88     -        77.286  (meters)     253.56   (feet)  ADJUSTED  
 FE1502  ___________________________________________________________________
 FE1502  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1502  DYNAMIC HT  -          77.214 (meters)     253.33  (feet)  COMP
 FE1502  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 FE1502
 FE1502  VERT ORDER  -  SECOND    CLASS 0
 FE1502
 FE1502.The horizontal coordinates were scaled from a topographic map and have
 FE1502.an estimated accuracy of +/- 6 seconds.
 FE1502
 FE1502.The orthometric height was determined by differential leveling
 FE1502.and adjusted by the National Geodetic Survey in June 1991..
 FE1502
 FE1502.The geoid height was determined by GEOID03.
 FE1502
 FE1502.The dynamic height is computed by dividing the NAVD 88
 FE1502.geopotential number by the normal gravity value computed on the
 FE1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1502.degrees latitude (g = 980.6199 gals.).
 FE1502
 FE1502.The modeled gravity was interpolated from observed gravity values.
 FE1502
 FE1502;                    North         East    Units  Estimated Accuracy
 FE1502;SPC TN       -    90,270.      238,970.      MT  (+/- 180 meters Scaled)
 FE1502
 FE1502                          SUPERSEDED SURVEY CONTROL
 FE1502
 FE1502  NGVD 29 (??/??/??)   77.254  (m)          253.46   (f) ADJUSTED    2 0
 FE1502
 FE1502.Superseded values are not recommended for survey control.
 FE1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1502.See file dsdata.txt to determine how the superseded data were derived.
 FE1502
 FE1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD301860(NAD 83)
 FE1502_MARKER: DR = REFERENCE MARK DISK
 FE1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1502_STAMPING: LAMAR NO 1 1959
 FE1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1502+STABILITY: SURFACE MOTION
 FE1502
 FE1502  HISTORY     - Date     Condition        Report By
 FE1502  HISTORY     - 1959     MONUMENTED       CGS
 FE1502  HISTORY     - 1959     GOOD             CGS
 FE1502
 FE1502                          STATION DESCRIPTION
 FE1502
 FE1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1502'IN MEMPHIS.
 FE1502'THE MARK IS LOCATED AT THE STATION SITE, 96.2 FT. SOUTHEAST OF
 FE1502'THE STATION MARK, 20 FT. NORTHEAST OF THE NORTH BANK OF A
 FE1502'DRAINAGE DITCH AND 20 FEET EAST OF A 14-INCH ELM TREE.  IT IS
 FE1502'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH
 FE1502'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1501 ***********************************************************************
 FE1501  DESIGNATION -  LAMAR RM 2
 FE1501  PID         -  FE1501
 FE1501  STATE/COUNTY-  TN/SHELBY
 FE1501  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1501
 FE1501                         *CURRENT SURVEY CONTROL
 FE1501  ___________________________________________________________________
 FE1501* NAD 83(1986)-  35 04 53.     (N)    089 57 34.     (W)     SCALED    
 FE1501* NAVD 88     -        76.698  (meters)     251.63   (feet)  ADJUSTED  
 FE1501  ___________________________________________________________________
 FE1501  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1501  DYNAMIC HT  -          76.627 (meters)     251.40  (feet)  COMP
 FE1501  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 FE1501
 FE1501  VERT ORDER  -  SECOND    CLASS 0
 FE1501
 FE1501.The horizontal coordinates were scaled from a topographic map and have
 FE1501.an estimated accuracy of +/- 6 seconds.
 FE1501
 FE1501.The orthometric height was determined by differential leveling
 FE1501.and adjusted by the National Geodetic Survey in June 1991..
 FE1501
 FE1501.The geoid height was determined by GEOID03.
 FE1501
 FE1501.The dynamic height is computed by dividing the NAVD 88
 FE1501.geopotential number by the normal gravity value computed on the
 FE1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1501.degrees latitude (g = 980.6199 gals.).
 FE1501
 FE1501.The modeled gravity was interpolated from observed gravity values.
 FE1501
 FE1501;                    North         East    Units  Estimated Accuracy
 FE1501;SPC TN       -    90,300.      238,990.      MT  (+/- 180 meters Scaled)
 FE1501
 FE1501                          SUPERSEDED SURVEY CONTROL
 FE1501
 FE1501  NGVD 29 (??/??/??)   76.667  (m)          251.53   (f) ADJUSTED    2 0
 FE1501
 FE1501.Superseded values are not recommended for survey control.
 FE1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1501.See file dsdata.txt to determine how the superseded data were derived.
 FE1501
 FE1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD301860(NAD 83)
 FE1501_MARKER: DR = REFERENCE MARK DISK
 FE1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1501_STAMPING: LAMAR NO 2 1959
 FE1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1501+STABILITY: SURFACE MOTION
 FE1501
 FE1501  HISTORY     - Date     Condition        Report By
 FE1501  HISTORY     - 1959     MONUMENTED       CGS
 FE1501  HISTORY     - 1959     GOOD             CGS
 FE1501
 FE1501                          STATION DESCRIPTION
 FE1501
 FE1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1501'IN MEMPHIS.
 FE1501'THIS MARK IS LOCATED AT THE STATION, 85.7 FT. WEST-NORTHWEST OF
 FE1501'THE STATION MARK, 45 FT. NORTH OF A 10-INCH TREE, 25 FT.
 FE1501'NORTHEAST OF THE NORTH BANK OF A DRAINAGE DITCH, A DISK SET IN
 FE1501'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE SURFACE OF THE
 FE1501'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2513 ***********************************************************************
 FE2513  DESIGNATION -  LAMBERT
 FE2513  PID         -  FE2513
 FE2513  STATE/COUNTY-  TN/FAYETTE
 FE2513  USGS QUAD   -  LAMBERT (1983)
 FE2513
 FE2513                         *CURRENT SURVEY CONTROL
 FE2513  ___________________________________________________________________
 FE2513* NAD 83(1995)-  35 18 54.57828(N)    089 25 53.59081(W)     ADJUSTED  
 FE2513* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 FE2513  ___________________________________________________________________
 FE2513  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FE2513  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE2513
 FE2513  HORZ ORDER  -  THIRD
 FE2513
 FE2513.The horizontal coordinates were established by classical geodetic methods
 FE2513.and adjusted by the National Geodetic Survey in April 1999..
 FE2513
 FE2513.The orthometric height was scaled from a topographic map.
 FE2513
 FE2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2513
 FE2513.The geoid height was determined by GEOID03.
 FE2513
 FE2513;                    North         East     Units Scale Factor Converg.
 FE2513;SPC TN       -   114,403.976   288,012.983   MT  0.99998914   -2 00 32.3
 FE2513;SPC TN       -   375,340.38    944,922.60   sFT  0.99998914   -2 00 32.3
 FE2513;UTM  16      - 3,910,706.534   278,948.681   MT  1.00020222   -1 24 22.3
 FE2513
 FE2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2513!SPC TN       -   0.99998564  x   0.99998914  =   0.99997478
 FE2513!UTM  16      -   0.99998564  x   1.00020222  =   1.00018786
 FE2513
 FE2513|---------------------------------------------------------------------|
 FE2513| PID    Reference Object                     Distance      Geod. Az  |
 FE2513|                                                           dddmmss.s |
 FE2513| CG3666 LAMBERT RM 1                          8.910 METERS 11321     |
 FE2513| CG3665 LAMBERT AZ MK                                      1180115.0 |
 FE2513| CG3667 LAMBERT RM 2                          7.760 METERS 29648     |
 FE2513|---------------------------------------------------------------------|
 FE2513
 FE2513                          SUPERSEDED SURVEY CONTROL
 FE2513
 FE2513  NAD 83(1995)-  35 18 54.58362(N)    089 25 53.59058(W) AD(       ) 3
 FE2513  NAD 83(1995)-  35 18 54.58382(N)    089 25 53.59088(W) AD(       ) 3
 FE2513  NAD 83(1986)-  35 18 54.59014(N)    089 25 53.59126(W) AD(       ) 3
 FE2513  NAD 27      -  35 18 54.28490(N)    089 25 53.32840(W) AD(       ) 3
 FE2513
 FE2513.Superseded values are not recommended for survey control.
 FE2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2513.See file dsdata.txt to determine how the superseded data were derived.
 FE2513
 FE2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7894910707(NAD 83)
 FE2513_MARKER: DS = TRIANGULATION STATION DISK
 FE2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2513
 FE2513  HISTORY     - Date     Condition        Report By
 FE2513  HISTORY     - 1958     MONUMENTED       CGS
 FE2513
 FE2513                          STATION DESCRIPTION
 FE2513
 FE2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2513'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF SOMERVILLE AND
 FE2513'ABOUT 3 MILES EAST OF LAMBERT ALONG STATE HIGHWAY 59.  IT IS
 FE2513'LOCATED ON THE HIGHWAY RIGHT-OF-WAY.  IT IS 45 FEET NORTH OF
 FE2513'CENTERLINE OF HIGHWAY 59, 40 FEET EAST OF CENTERLINE OF A DIRT
 FE2513'DRIVEWAY, 4 FEET SOUTHEAST OF A WHITE WITNESS POST, AND 2 FEET SOUTH
 FE2513'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LAMBERT
 FE2513'1958.
 FE2513'
 FE2513'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD STATION IN
 FE2513'BRADEN, GO SOUTHEAST ON STATE HIGHWAY 59 FOR 5.8 MILES TO A
 FE2513'PAVED SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 59 FOR 3.15
 FE2513'MILES TO THE STATION AS DESCRIBED.
 FE2513'
 FE2513'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON STATE
 FE2513'HIGHWAY 59 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 FE2513'
 FE2513'REFERENCE MARK 1 IS 46 FEET NORTH OF THE CENTERLINE OF HIGHWAY 59, 33
 FE2513'FEET EAST OF THE WHITE WITNESS POST, 13 FEET SOUTHWEST OF A
 FE2513'POWER LINE POLE AND 2 FEET SOUTH OF A FENCE.  THE MONUMENT IS FLUSH
 FE2513'AND THE DISK IS STAMPED LAMBERT NO 1 1958.
 FE2513'
 FE2513'REFERENCE MARK 2 IS 47 FEET NORTH OF THE CENTERLINE OF HIGHWAY 59, 22
 FE2513'FEET WEST OF THE WHITE WITNESS POST, 14 FEET EAST OF THE CENTERLINE
 FE2513'OF THE DIRT DRIVEWAY AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS
 FE2513'FLUSH AND THE DISK IS STAMPED LAMBERT NO 2 1958.
 FE2513'
 FE2513'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 59, 2
 FE2513'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE
 FE2513'MONUMENT IS FLUSH AND THE DISK IS STAMPED LAMBERT 1958.
 FE2513'
 FE2513'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2393 ***********************************************************************
 GC2393  DESIGNATION -  LAMBERTH RESET
 GC2393  PID         -  GC2393
 GC2393  STATE/COUNTY-  TN/SUMNER
 GC2393  USGS QUAD   -  PORTLAND (1981)
 GC2393
 GC2393                         *CURRENT SURVEY CONTROL
 GC2393  ___________________________________________________________________
 GC2393* NAD 83(1995)-  36 30 39.55617(N)    086 34 45.03434(W)     ADJUSTED  
 GC2393* NAVD 88     -       280.4    (meters)     920.     (feet)  VERTCON   
 GC2393  ___________________________________________________________________
 GC2393  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 GC2393  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC2393
 GC2393  HORZ ORDER  -  FIRST
 GC2393
 GC2393.The horizontal coordinates were established by classical geodetic methods
 GC2393.and adjusted by the National Geodetic Survey in April 1999..
 GC2393
 GC2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2393
 GC2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2393
 GC2393.The geoid height was determined by GEOID03.
 GC2393
 GC2393;                    North         East     Units Scale Factor Converg.
 GC2393;SPC TN       -   241,768.878   548,117.663   MT  1.00001809   -0 20 20.7
 GC2393;SPC TN       -   793,203.39  1,798,282.70   sFT  1.00001809   -0 20 20.7
 GC2393;UTM  16      - 4,040,709.231   537,681.760   MT  0.99961749   +0 15 01.4
 GC2393
 GC2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2393!SPC TN       -   0.99996064  x   1.00001809  =   0.99997873
 GC2393!UTM  16      -   0.99996064  x   0.99961749  =   0.99957815
 GC2393
 GC2393:                Primary Azimuth Mark                     Grid Az
 GC2393:SPC TN       -  PORTLAND MUNICIPAL TANK                  037 09 23.5
 GC2393:UTM  16      -  PORTLAND MUNICIPAL TANK                  036 34 01.4
 GC2393
 GC2393|---------------------------------------------------------------------|
 GC2393| PID    Reference Object                     Distance      Geod. Az  |
 GC2393|                                                           dddmmss.s |
 GC2393| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 9.6 KM 0364902.8 |
 GC2393| CG6721 LAMBERTH RM 3                        52.575 METERS 04016     |
 GC2393| GC2399 LAMBERTH RM A                        27.987 METERS 16016     |
 GC2393| CG6719 LAMBERTH RM 1                         3.550 METERS 17945     |
 GC2393| CG6718 LAMBERTH AZ MK                                     1820833.0 |
 GC2393| AE6999 LAMBERTH AZ MK RESET                               1820828.6 |
 GC2393| CG6720 LAMBERTH RM 2                                      31157     |
 GC2393| CG6722 LAMBERTH RM 4                        51.322 METERS 34121     |
 GC2393|---------------------------------------------------------------------|
 GC2393
 GC2393                          SUPERSEDED SURVEY CONTROL
 GC2393
 GC2393  NAD 83(1995)-  36 30 39.55660(N)    086 34 45.03500(W) AD(       ) 1
 GC2393  NAD 83(1995)-  36 30 39.56322(N)    086 34 45.03791(W) AD(       ) 1
 GC2393  NAD 83(1986)-  36 30 39.56547(N)    086 34 45.03796(W) AD(       ) 1
 GC2393  NAD 27      -  36 30 39.41200(N)    086 34 45.05900(W) AD(       ) 1
 GC2393  NGVD 29 (07/19/86)  280.5    (m)          920.     (f) VERT ANG       
 GC2393
 GC2393.Superseded values are not recommended for survey control.
 GC2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2393.See file dsdata.txt to determine how the superseded data were derived.
 GC2393
 GC2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3768240709(NAD 83)
 GC2393_MARKER: DS = TRIANGULATION STATION DISK
 GC2393_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2393_SP_SET: SET INTO MASS OF CONCRETE
 GC2393_STAMPING: LAMBERTH 1930-1951
 GC2393_MARK LOGO: CGS   
 GC2393_PROJECTION: RECESSED 30 CENTIMETERS
 GC2393
 GC2393  HISTORY     - Date     Condition        Report By
 GC2393  HISTORY     - 1951     MONUMENTED       CGS
 GC2393  HISTORY     - 1956     GOOD             CGS
 GC2393  HISTORY     - 1970     GOOD             NGS
 GC2393
 GC2393                          STATION DESCRIPTION
 GC2393
 GC2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2393'STATION WAS RECOVERED AS DESCRIBED.  BY THE REQUEST OF THE PROPERTY
 GC2393'OWNER THE SURFACE STATION MARK WAS LOWERED.  AFTER CHECKING,
 GC2393'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED BY THIS
 GC2393'PARTY.  TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE
 GC2393'ESTABLISHED BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GC2393'
 GC2393'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORTLAND AND ABOUT 5
 GC2393'MILES NORTHEAST OF WHITE HOUSE.  IT IS 136 FEET SOUTH OF AN
 GC2393'EAST-WEST FENCELINE AND 25 FEET SOUTH OF AN 18 INCH OAK TREE.  THE
 GC2393'MARK IS UNDERGROUND ABOUT 1 FOOT AND THE DISK IS STAMPED LAMBERTH
 GC2393'1930 1951.
 GC2393'
 GC2393'REFERENCE MARK NO. 3 IS 172.58 FEET NORTHEAST OF THE STATION.  IT IS
 GC2393'6 FEET NORTH OF THE CENTER OF A DIRT ROAD AND IN AN EAST-WEST
 GC2393'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAMBERTH NO. 3
 GC2393'1930 1951.
 GC2393'
 GC2393'REFERENCE MARK NO. 4 IS 168.35 FEET NORTHWEST OF THE STATION.  IT IS
 GC2393'52 FEET WEST OF A FENCE CORNER AND IN AN EAST-WEST FENCELINE.  THE
 GC2393'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LAMBERTH NO. 4 1930
 GC2393'1951.
 GC2393'
 GC2393'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 59.2 FEET
 GC2393'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 10 FEET NORTH
 GC2393'OF THE CENTER OF GRAVEL ROAD, 2.6 FEET WEST OF A POWERLINE POLE AND
 GC2393'1.6 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 GC2393'DISK IS STAMPED LAMBERTH 1930 1951.
 GC2393'
 GC2393'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2393'HIGHWAY 25 WHICH IS ABOUT 4 MILES NORTH OF WHITE HOUSE, GO
 GC2393'SOUTHEAST ON STATE HIGHWAY 25 FOR 3.35 MILES TO A GRAVEL CROSSROAD,
 GC2393'TURN LEFT ON GRAVEL ROAD AND GO 0.15 MILE TO WHERE ROAD FORKS, KEEP
 GC2393'RIGHT AND GO 1.15 MILE TO A CROSSROAD *, CONTINUE STRAIGHT AHEAD FOR
 GC2393'0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.3 MILE TO A
 GC2393'HOUSE ON THE LEFT, TURN LEFT AND GO SOUTH THROUGH OPEN FIELD FOR
 GC2393'ABOUT 0.15 MILE TO THE STATION AS DESCRIBED.
 GC2393'
 GC2393'TO REACH THE AZIMUTH MARK FROM THIS POINT *, GO WEST ON GRAVEL ROAD
 GC2393'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC2393'
 GC2393'HEIGHT OF LIGHT ABOVE THE STATION MARK 30 METERS.
 GC2393
 GC2393                          STATION RECOVERY (1956)
 GC2393
 GC2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 GC2393'STATION WAS FOUND AS DESCRIBED BY L.W. SWANSON IN 1951, WITH
 GC2393'FOLLOWING ADDITIONS.
 GC2393'
 GC2393'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORTLAND AND ABOUT 5
 GC2393'MILES NORTHEAST OF WHITE HOUSE, ON PROPERTY OWNED BY A.H. COLE,
 GC2393'IN CULTIVATED FIELD, 136 FEET SOUTH OF AN EAST-WEST FENCE LINE, 69.5
 GC2393'FEET WEST OF EAST FENCE OF A LANE, 61.2 FEET WEST OF CENTER OF
 GC2393'LANE 53.0 FEET WEST OF WEST LANE FENCE, 27.1 FEET SOUTH OF A 20-INCH
 GC2393'OAK TREE.  THE MARK IS 12 INCHES BELOW GROUND AND DISK IS STAMPED
 GC2393'LAMBERTH 1930-1951.
 GC2393'
 GC2393'REFERENCE MARK NO. 3 IS 172.58 FEET NORTHEAST OF THE STATION.  IT IS
 GC2393'6 FEET NORTH OF A DIRT LANE, 20 FEET EAST OF CENTER OF DIRT
 GC2393'LANE WHERE IT TURNS SOUTH.  THE MARK PROJECTS 3 INCHES AND THE DISK
 GC2393'IS STAMPED LAMBERTH NO. 3 1930 1951.
 GC2393'
 GC2393'REFERENCE MARK NO. 4 IS 168.35 FEET NORTHWEST OF THE STATION, 52 FEET
 GC2393'WEST OF A FENCE CORNER, IN AN EAST-WEST FENCE LINE, ABOUT 90
 GC2393'FEET WEST OF A RIGHT ANGLE TURN IN A LANE. THE MARK IS FLUSH WITH THE
 GC2393'GROUND AND THE DISK IS STAMPED
 GC2393'LAMBERTH 1930 1951 NO. 4.
 GC2393'
 GC2393'DUE TO ROAD CONSTRUCTION THE 1951 AZIMUTH MARK HAD TO BE MOVED.
 GC2393'
 GC2393'AZIMUTH MARK LAMBERTH RESET 1956 IS ABOUT 0.2 MILE SOUTH OF THE
 GC2393'STATION.  IT IS IN A CULTIVATED FIELD OWNED BY MR. D.W.  LINK, 31.81
 GC2393'FEET EAST NORTHEAST OF THE SOUTHEAST CORNER STONE OF THE HOUSE, (NOT
 GC2393'THE PORCH), 47.65 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 GC2393'CONCRETE SLAB OF THE WELL HOUSE AT REAR OF HOUSE, 10.05 FEET EAST OF
 GC2393'THE EAST YARD FENCE.  THE MARK IS 12 INCHES BELOW THE GROUND AND
 GC2393'THE DISK IS STAMPED LAMBERTH 1930 RESET 1956.
 GC2393'
 GC2393'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC2393'HIGHWAY 25 WHICH IS ABOUT 4.0 MILES NORTH OF WHITE HOUSE, GO
 GC2393'SOUTHEAST ALONG STATE HIGHWAY 25 FOR 3.35 MILES TO A BLACK TOP CROSS
 GC2393'ROAD, TURN LEFT (NE) ON CROSSROAD AND GO 1.3 MILES TO A GRAVEL
 GC2393'CROSSROAD,* CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO FIRST HOUSE ON
 GC2393'LEFT (W) OF ROAD AFTER PASSING THE OAKMONT SCHOOL, TURN LEFT
 GC2393'INTO FARM OF MR. COLE AND FOLLOW LANE WEST AND SOUTH TO STATION ABOUT
 GC2393'0.25 MILE.
 GC2393'
 GC2393'*FROM THIS POINT TURN LEFT (W) ON GRAVEL ROAD AND GO 0.2 MILE TO HOME
 GC2393'OF MR. LINK AND AZIMUTH MARK NORTH OF ROAD ABOUT 65.69 FEET.
 GC2393
 GC2393                          STATION RECOVERY (1970)
 GC2393
 GC2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2393'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE
 GC2393'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1956, IN GOOD CONDITION.
 GC2393'THE DIRECTION BETWEEN BOTH REFERENCE MARKS COMPARED FAVORABLY TO
 GC2393'THAT OF 1956.  A DIFFERENCE OF 0.03 FOOT WAS NOTED AND VERIFIED IN
 GC2393'THE DISTANCE TO REFERENCE MARK 4 AND A DIFFERENCE OF 0.09 FOOT
 GC2393'WAS NOTED AND VERIFIED IN THE DISTANCE TO REFERENCE MARK 3.
 GC2393'
 GC2393'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 GC2393'
 GC2393'THE DISTANCE BETWEEN THE REFERENCE MARKS COULD NOT BE MEASURED DUE
 GC2393'TO A HEDGE ROW.
 GC2393'
 GC2393'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 GC2393'
 GC2393'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORTLAND, 5 MILES
 GC2393'NORTHEAST OF WHITE HOUSE, IN A CULTIVATED FIELD AND ON PROPERTY
 GC2393'OWNED BY MRS. COLE, R. R. 2, COTTON TOWN, TENNESSEE.
 GC2393'
 GC2393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 109 AND 52
 GC2393'IN PORTLAND GO SOUTH ON HIGHWAY 109 FOR 0.15 MILE TO A SIDE ROAD ON
 GC2393'THE RIGHT.  TURN RIGHT AND GO SOUTH AND WEST ON JACKSON ROAD FOR
 GC2393'3.2 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO WEST ON PAVED ROAD
 GC2393'FOR 2.5 MILES TO A CROSSROAD.  CONTINUE WESTERLY ON PAVED ROAD FOR
 GC2393'0.8 E TO A SIDE ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK
 GC2393'CONTINUE AHEAD ON PAVED ROAD FOR 0.3 MILE TO A CROSSROAD.  TURN
 GC2393'RIGHT AND GO WEST ON PAVED ROAD FOR 0.2 MILE TO A HOUSE AND THE
 GC2393'AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO WEST ON A GRAVELED
 GC2393'LANE ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT AT A SHARP
 GC2393'CURVE TO THE RIGHT.  TURN LEFT ON THE DRIVEWAY PASSING THROUGH A
 GC2393'BARN YARD TO A TRACK ROAD ALONG THE EAST EDGE OF A CULTIVATED
 GC2393'FIELD.  GO SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO A LONE OAK
 GC2393'TREE AND THE STATION AS DESCRIBED.
 GC2393'
 GC2393'THE STATION MARK IS A STANDARD DISK STAMPED LAMBERTH 1930 1951, SET
 GC2393'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 12 INCHES BELOW
 GC2393'THE GROUND SURFACE.  IT IS 105 FEET NORTH-NORTHWEST OF A METAL
 GC2393'WITNESS POST WITH SIGN ATTACHED, 68 FEET WEST OF A NORTH-SOUTH
 GC2393'FENCE LINE AND 28 FEET SOUTH OF A 24-INCH OAK TREE.
 GC2393'
 GC2393'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LAMBERTH NO 3 1930 1951,
 GC2393'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GC2393'14 INCHES ABOVE THE GROUND SURFACE ALONG ITS SOUTH EDGE.  IT IS
 GC2393'20 FEET EAST OF A WIRE GATE, 3 FEET WEST OF A METAL WITNESS POST
 GC2393'WITH SIGN ATTACHED AND 0.5 FOOT SOUTH OF AN EAST-WEST FENCE.
 GC2393'
 GC2393'REFERENCE MARK 4 IS A STANDARD DISK STAMPED LAMBERTH NO 4 1930 1951,
 GC2393'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GC2393'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 142.5 FEET NORTHWEST OF
 GC2393'THE 24-INCH OAK TREE, 70 FEET WEST OF THE CENTER OF THE TRACK ROAD
 GC2393'AND 3 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 GC2393'
 GC2393'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAMBERTH 1930 RESET
 GC2393'1956, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 12
 GC2393'INCHES BELOW THE GROUND.  IT IS NORTH OF A POWER POLE 53 FEET, 47.6
 GC2393'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CONCRETE SLAB OVER A
 GC2393'WELL, 31 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE
 GC2393'AND 10 FEET EAST OF A NORTH-SOUTH FENCE.
 GC2393'
 GC2393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHEAST
 GC2393'OF WHITEHOUSE.
 GC2393'
 GC2393'HEIGHT OF LIGHT ABOVE STATION MARK 101.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2399 ***********************************************************************
 GC2399  DESIGNATION -  LAMBERTH RM A
 GC2399  PID         -  GC2399
 GC2399  STATE/COUNTY-  TN/SUMNER
 GC2399  USGS QUAD   -  PORTLAND (1981)
 GC2399
 GC2399                         *CURRENT SURVEY CONTROL
 GC2399  ___________________________________________________________________
 GC2399* NAD 83(1995)-  36 30 38.70156(N)    086 34 44.65451(W)     ADJUSTED  
 GC2399* NAVD 88     -       280.7    (meters)     921.     (feet)  VERTCON   
 GC2399  ___________________________________________________________________
 GC2399  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 GC2399  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC2399
 GC2399  HORZ ORDER  -  FIRST
 GC2399
 GC2399.The horizontal coordinates were established by classical geodetic methods
 GC2399.and adjusted by the National Geodetic Survey in April 1999..
 GC2399
 GC2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2399
 GC2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2399
 GC2399.The geoid height was determined by GEOID03.
 GC2399
 GC2399;                    North         East     Units Scale Factor Converg.
 GC2399;SPC TN       -   241,742.479   548,126.958   MT  1.00001804   -0 20 20.4
 GC2399;SPC TN       -   793,116.78  1,798,313.19   sFT  1.00001804   -0 20 20.4
 GC2399;UTM  16      - 4,040,682.940   537,691.323   MT  0.99961750   +0 15 01.6
 GC2399
 GC2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2399!SPC TN       -   0.99996060  x   1.00001804  =   0.99997863
 GC2399!UTM  16      -   0.99996060  x   0.99961750  =   0.99957811
 GC2399
 GC2399:                Primary Azimuth Mark                     Grid Az
 GC2399:SPC TN       -  PERRY RM 3                               034 39 39.1
 GC2399:UTM  16      -  PERRY RM 3                               034 04 17.1
 GC2399
 GC2399|---------------------------------------------------------------------|
 GC2399| PID    Reference Object                     Distance      Geod. Az  |
 GC2399|                                                           dddmmss.s |
 GC2399| GC2104 PERRY RM 3                          APPROX.18.9 KM 0341918.7 |
 GC2399| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 9.6 KM 0364040.2 |
 GC2399| GC2393 LAMBERTH RESET                       27.987 METERS 34016     |
 GC2399|---------------------------------------------------------------------|
 GC2399
 GC2399                          SUPERSEDED SURVEY CONTROL
 GC2399
 GC2399  NAD 83(1995)-  36 30 38.70199(N)    086 34 44.65517(W) AD(       ) 1
 GC2399  NAD 83(1995)-  36 30 38.70861(N)    086 34 44.65808(W) AD(       ) 1
 GC2399  NAD 83(1986)-  36 30 38.71068(N)    086 34 44.65805(W) AD(       ) 1
 GC2399  NAD 27      -  36 30 38.55736(N)    086 34 44.67918(W) AD(       ) 1
 GC2399  NGVD 29 (07/19/86)  280.8    (m)          921.     (f) VERT ANG       
 GC2399
 GC2399.Superseded values are not recommended for survey control.
 GC2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2399.See file dsdata.txt to determine how the superseded data were derived.
 GC2399
 GC2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3769140683(NAD 83)
 GC2399_MARKER: DS = TRIANGULATION STATION DISK
 GC2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC2399_STAMPING: LAMBERTH RM A 1970
 GC2399_MARK LOGO: CGS   
 GC2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2399+STABILITY: SURFACE MOTION
 GC2399
 GC2399  HISTORY     - Date     Condition        Report By
 GC2399  HISTORY     - 1970     MONUMENTED       CGS
 GC2399
 GC2399                          STATION DESCRIPTION
 GC2399
 GC2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 GC2399'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORTLAND, 5
 GC2399'MILES NORTHEAST OF WHITE HOUSE, IN A CULTIVATED FIELD AND ON
 GC2399'PROPERTY OWNED BY MRS COLE, R.R. 2, COTTONTOWN, TENNESSEE.
 GC2399'
 GC2399'THE STATION MARK IS A STANDARD DISK, STAMPED LAMBERTH RM A 1970,
 GC2399'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 GC2399'12-INCHES BELOW THE GROUND SURFACE.  IT IS 118 FEET SOUTH OF A
 GC2399'24-INCH OAK TREE AND 25.2 FEET WEST OF A METAL WITNESS POST WITH
 GC2399'SIGN ATTACHED IN A WIRE FENCE LINE.
 GC2399'
 GC2399'THE TRAVERSE DISTANCE WAS CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2323 ***********************************************************************
 GA2323  DESIGNATION -  LAME
 GA2323  PID         -  GA2323
 GA2323  STATE/COUNTY-  TN/CAMPBELL
 GA2323  USGS QUAD   -  WELL SPRING (1980)
 GA2323
 GA2323                         *CURRENT SURVEY CONTROL
 GA2323  ___________________________________________________________________
 GA2323* NAD 83(1995)-  36 26 25.36575(N)    083 58 10.19630(W)     ADJUSTED  
 GA2323* NAVD 88     -       327.237  (meters)    1073.61   (feet)  ADJUSTED  
 GA2323  ___________________________________________________________________
 GA2323  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 GA2323  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2323  DYNAMIC HT  -         326.945 (meters)    1072.65  (feet)  COMP
 GA2323  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GA2323
 GA2323  HORZ ORDER  -  SECOND
 GA2323  VERT ORDER  -  SECOND    CLASS 0
 GA2323
 GA2323.The horizontal coordinates were established by classical geodetic methods
 GA2323.and adjusted by the National Geodetic Survey in April 1999..
 GA2323
 GA2323.The orthometric height was determined by differential leveling
 GA2323.and adjusted by the National Geodetic Survey in June 1991..
 GA2323
 GA2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2323
 GA2323.The geoid height was determined by GEOID03.
 GA2323
 GA2323.The dynamic height is computed by dividing the NAVD 88
 GA2323.geopotential number by the normal gravity value computed on the
 GA2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2323.degrees latitude (g = 980.6199 gals.).
 GA2323
 GA2323.The modeled gravity was interpolated from observed gravity values.
 GA2323
 GA2323;                    North         East     Units Scale Factor Converg.
 GA2323;SPC TN       -   235,668.517   782,041.908   MT  1.00000429   +1 11 19.4
 GA2323;SPC TN       -   773,189.13  2,565,749.16   sFT  1.00000429   +1 11 19.4
 GA2323;UTM  17      - 4,036,893.937   233,826.625   MT  1.00047299   -1 45 53.6
 GA2323;UTM  16      - 4,037,064.200   771,642.840   MT  1.00050924   +1 48 04.2
 GA2323
 GA2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2323!SPC TN       -   0.99995339  x   1.00000429  =   0.99995768
 GA2323!UTM  17      -   0.99995339  x   1.00047299  =   1.00042636
 GA2323!UTM  16      -   0.99995339  x   1.00050924  =   1.00046260
 GA2323
 GA2323:                Primary Azimuth Mark                     Grid Az
 GA2323:SPC TN       -  MCLEAN AZ MK                             049 23 11.2
 GA2323:UTM  17      -  MCLEAN AZ MK                             052 20 24.2
 GA2323:UTM  16      -  MCLEAN AZ MK                             048 46 26.4
 GA2323
 GA2323|---------------------------------------------------------------------|
 GA2323| PID    Reference Object                     Distance      Geod. Az  |
 GA2323|                                                           dddmmss.s |
 GA2323| GA2325 MCLEAN AZ MK                                       0503430.6 |
 GA2323| GA2326 LAME AZ MK                                         0554829.0 |
 GA2323| DC2762 WELLS SPRINGS METHODIST SPR                        0603028.6 |
 GA2323| GA2324 LAME RM 1                            10.064 METERS 12626     |
 GA2323| GA2322 LAME RM 2                             7.705 METERS 32754     |
 GA2323|---------------------------------------------------------------------|
 GA2323
 GA2323                          SUPERSEDED SURVEY CONTROL
 GA2323
 GA2323  NAD 83(1995)-  36 26 25.36670(N)    083 58 10.19776(W) AD(       ) 2
 GA2323  NAD 83(1995)-  36 26 25.37331(N)    083 58 10.19849(W) AD(       ) 2
 GA2323  NAD 83(1995)-  36 26 25.37355(N)    083 58 10.19935(W) AD(       ) 2
 GA2323  NAD 83(1986)-  36 26 25.37627(N)    083 58 10.19790(W) AD(       ) 2
 GA2323  NAD 27      -  36 26 25.08962(N)    083 58 10.48030(W) AD(       ) 2
 GA2323  NGVD 29 (??/??/92)  327.378  (m)         1074.07   (f) ADJ UNCH    2 0
 GA2323
 GA2323.Superseded values are not recommended for survey control.
 GA2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2323.See file dsdata.txt to determine how the superseded data were derived.
 GA2323
 GA2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3382736894(NAD 83)
 GA2323_MARKER: DD = SURVEY DISK
 GA2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2323_STAMPING: LAME 1964
 GA2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2323+STABILITY: SURFACE MOTION
 GA2323
 GA2323  HISTORY     - Date     Condition        Report By
 GA2323  HISTORY     - 1964     MONUMENTED       TNHD
 GA2323  HISTORY     - 1965     GOOD             TNHD
 GA2323
 GA2323                          STATION DESCRIPTION
 GA2323
 GA2323'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2323'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF LAFOLLETTE.
 GA2323'
 GA2323'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25W AND STATE
 GA2323'ROUTE 63 IN LAFOLLETTE, GO
 GA2323'9.7 MILES NORTHEAST ON STATE ROUTE 63 TO THE TOP OF
 GA2323'A RISE AT A CURVE AND THE STATION ON
 GA2323'THE RIGHT AS DESCRIBED.
 GA2323'
 GA2323'THE STATION IS 30 FEET SOUTHEAST OF A FENCE LINE, 24 FEET EAST OF AN
 GA2323'18-INCH WHITE ASH TREE,
 GA2323'10 FEET NORTHEAST OF AN 18-INCH WHITE ASH TREE AND
 GA2323'5.3 FEET NORTH OF A WITNESS POST.
 GA2323'THE SURFACE AND UNDERGROUND MARKS
 GA2323'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2323'THE DISKS ARE
 GA2323'STAMPED LAME 1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GA2323'SURFACE.  THE
 GA2323'SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH CONCRETE
 GA2323'MONUMENT.
 GA2323'
 GA2323'REFERENCE MARK NO. 1 IS 76 FEET NORTH OF A 45-INCH OAK TREE, 55 FEET
 GA2323'WEST OF A 20-INCH PINE
 GA2323'TREE AND 15 FEET NORTHEAST OF A 3-INCH CEDAR TREE.  IT
 GA2323'IS A STANDARD TENNESSEE HIGHWAY
 GA2323'DEPARTMENT DISK CEMENTED FLUSH IN A
 GA2323'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GA2323'STAMPED LAME RM-1
 GA2323'1964.
 GA2323'
 GA2323'REFERENCE MARK NO. 2 IS 77 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GA2323'OF STATE ROUTE 63, 47
 GA2323'FEET SOUTHEAST OF A FENCE, 27 FEET NORTH OF AN 18-INCH
 GA2323'WHITE ASH TREE AND 4 FEET
 GA2323'SOUTHEAST OF A 3-INCH CEDAR TREE.  IT IS A
 GA2323'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2323'CEMENTED FLUSH IN A DRILL
 GA2323'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED LAME RM-2
 GA2323'1964.
 GA2323'
 GA2323'THE AZIMUTH MARK IS 45 FEET WEST OF THE APPROXIMATE CENTER OF A
 GA2323'GRAVELED ROAD, 24 FEET
 GA2323'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 8 FEET
 GA2323'SOUTH OF A FENCE AND 2.9
 GA2323'FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 GA2323'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2323'SET IN A 10-INCH SQUARE,
 GA2323'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LAME AZI
 GA2323'1964.
 GA2323'
 GA2323'THE WELL SPRINGS METHODIST CHURCH SPIRE WILL ALSO SERVE AS AN AZIMUTH
 GA2323'MARK.  IT IS A WHITE
 GA2323'FRAME BUILDING WITH GREEN SHUTTERS WITH AN ALUMINUM
 GA2323'COVERED BELL TOWER IN THE FRONT.
 GA2323'IT HAS A GREEN-PAINTED TIN ROOF AND
 GA2323'AN OVER-ALL HEIGHT OF ABOUT 100 FEET.  THE POINT
 GA2323'INTERSECTED WAS THE
 GA2323'WHITE-PAINTED CROSS AT THE TOP OF THE SPIRE.
 GA2323'
 GA2323'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.4 MILE NORTHEAST ON
 GA2323'STATE ROUTE 63 TO THE
 GA2323'MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2
 GA2323'MILE NORTHEAST ON STATE ROUTE 63
 GA2323'TO THE CHURCH ON THE LEFT.
 GA2323'
 GA2323'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2323'
 GA2323'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2323
 GA2323                          STATION RECOVERY (1965)
 GA2323
 GA2323'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GA2323'9.7 MI NE FROM LA FOLLETTE.
 GA2323'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GA2323'LA FOLLETTE, GO 9.7 MILES NORTHEAST ON STATE ROUTE 63 TO THE TOP
 GA2323'OF A RISE AT A CURVE AND THE MARK ON THE RIGHT, 30 FEET SOUTHEAST
 GA2323'OF A FENCE LINE, 24 FEET EAST OF AN 18-INCH WHITE ASH TREE, 10
 GA2323'FEET NORTHEAST OF AN 18-INCH WHITE ASH TREE, AND 5.3 FEET NORTH
 GA2323'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2323'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GA2323'CONCRETE MONUMENT, STAMPED LAME 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2326 ***********************************************************************
 GA2326  DESIGNATION -  LAME AZ MK
 GA2326  PID         -  GA2326
 GA2326  STATE/COUNTY-  TN/CAMPBELL
 GA2326  USGS QUAD   -  WELL SPRING (1980)
 GA2326
 GA2326                         *CURRENT SURVEY CONTROL
 GA2326  ___________________________________________________________________
 GA2326* NAD 83(1986)-  36 26 37.     (N)    083 57 49.     (W)     SCALED    
 GA2326* NAVD 88     -       319.337  (meters)    1047.69   (feet)  ADJUSTED  
 GA2326  ___________________________________________________________________
 GA2326  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2326  DYNAMIC HT  -         319.054 (meters)    1046.76  (feet)  COMP
 GA2326  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GA2326
 GA2326  VERT ORDER  -  SECOND    CLASS 0
 GA2326
 GA2326.The horizontal coordinates were scaled from a topographic map and have
 GA2326.an estimated accuracy of +/- 6 seconds.
 GA2326
 GA2326.The orthometric height was determined by differential leveling
 GA2326.and adjusted by the National Geodetic Survey in June 1991..
 GA2326
 GA2326.The geoid height was determined by GEOID03.
 GA2326
 GA2326.The dynamic height is computed by dividing the NAVD 88
 GA2326.geopotential number by the normal gravity value computed on the
 GA2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2326.degrees latitude (g = 980.6199 gals.).
 GA2326
 GA2326.The modeled gravity was interpolated from observed gravity values.
 GA2326
 GA2326;                    North         East    Units  Estimated Accuracy
 GA2326;SPC TN       -   236,040.      782,560.      MT  (+/- 180 meters Scaled)
 GA2326
 GA2326                          SUPERSEDED SURVEY CONTROL
 GA2326
 GA2326  NGVD 29 (??/??/??)  319.53   (m)         1048.3    (f) RESET       3  
 GA2326
 GA2326.Superseded values are not recommended for survey control.
 GA2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2326.See file dsdata.txt to determine how the superseded data were derived.
 GA2326
 GA2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA343372(NAD 83)
 GA2326_MARKER: DZ = AZIMUTH MARK DISK
 GA2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2326_STAMPING: LAME AZI 1964
 GA2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2326+STABILITY: SURFACE MOTION
 GA2326
 GA2326  HISTORY     - Date     Condition        Report By
 GA2326  HISTORY     - 1964     MONUMENTED       TNHD
 GA2326  HISTORY     - 1965     GOOD             TNHD
 GA2326
 GA2326                          STATION DESCRIPTION
 GA2326
 GA2326'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2326'10.1 MI NE FROM LA FOLLETTE.
 GA2326'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 63 IN
 GA2326'LA FOLLETTE, GO 10.1 MILES NORTHEAST ON STATE ROUTE 63 TO THE
 GA2326'MARK ON THE LEFT, 45 FEET WEST OF THE APPROXIMATE CENTER OF A
 GA2326'GRAVELED ROAD, 24 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GA2326'ROUTE 63, 8 FEET SOUTH OF A FENCE AND 2.9 FEET SOUTHEAST OF A
 GA2326'METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA2326'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE,
 GA2326'MONUMENT, STAMPED LAME AZI, 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2324 ***********************************************************************
 GA2324  DESIGNATION -  LAME RM 1
 GA2324  PID         -  GA2324
 GA2324  STATE/COUNTY-  TN/CAMPBELL
 GA2324  USGS QUAD   -  WELL SPRING (1980)
 GA2324
 GA2324                         *CURRENT SURVEY CONTROL
 GA2324  ___________________________________________________________________
 GA2324* NAD 83(1986)-  36 26 25.     (N)    083 58 10.     (W)     SCALED    
 GA2324* NAVD 88     -       326.899  (meters)    1072.50   (feet)  ADJUSTED  
 GA2324  ___________________________________________________________________
 GA2324  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2324  DYNAMIC HT  -         326.608 (meters)    1071.55  (feet)  COMP
 GA2324  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GA2324
 GA2324  VERT ORDER  -  SECOND    CLASS 0
 GA2324
 GA2324.The horizontal coordinates were scaled from a topographic map and have
 GA2324.an estimated accuracy of +/- 6 seconds.
 GA2324
 GA2324.The orthometric height was determined by differential leveling
 GA2324.and adjusted by the National Geodetic Survey in June 1991..
 GA2324
 GA2324.The geoid height was determined by GEOID03.
 GA2324
 GA2324.The dynamic height is computed by dividing the NAVD 88
 GA2324.geopotential number by the normal gravity value computed on the
 GA2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2324.degrees latitude (g = 980.6199 gals.).
 GA2324
 GA2324.The modeled gravity was interpolated from observed gravity values.
 GA2324
 GA2324;                    North         East    Units  Estimated Accuracy
 GA2324;SPC TN       -   235,660.      782,050.      MT  (+/- 180 meters Scaled)
 GA2324
 GA2324                          SUPERSEDED SURVEY CONTROL
 GA2324
 GA2324  NGVD 29 (??/??/92)  327.040  (m)         1072.96   (f) ADJ UNCH    2 0
 GA2324
 GA2324.Superseded values are not recommended for survey control.
 GA2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2324.See file dsdata.txt to determine how the superseded data were derived.
 GA2324
 GA2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA338368(NAD 83)
 GA2324_MARKER: DD = SURVEY DISK
 GA2324_SETTING: 66 = SET IN ROCK OUTCROP
 GA2324_SP_SET: BEDROCK
 GA2324_STAMPING: LAME RM-1 1964
 GA2324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2324+STABILITY: POSITION/ELEVATION WELL
 GA2324
 GA2324  HISTORY     - Date     Condition        Report By
 GA2324  HISTORY     - 1964     MONUMENTED       TNHD
 GA2324  HISTORY     - 1965     GOOD             TNHD
 GA2324
 GA2324                          STATION DESCRIPTION
 GA2324
 GA2324'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2324'9.7 MI NE FROM LA FOLLETTE.
 GA2324'THIS MARK IS LOCATED AT THE LAME 1964 STATION SITE, 76 FEET NORTH
 GA2324'OF A 45-INCH OAK TREE, 55 FEET WEST OF A 20-INCH PINE TREE AND
 GA2324'15 FEET NORTHEAST OF A 3-INCH CEDAR TREE.  THE MARK IS A STANDARD
 GA2324'TENNESSEE HIGHWAY DEPARTMENT DISK, CEMENTED FLUSH IN A DRILLED
 GA2324'HOLE IN OUTCROPPING BEDROCK, STAMPED LAME RM-1 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2322 ***********************************************************************
 GA2322  DESIGNATION -  LAME RM 2
 GA2322  PID         -  GA2322
 GA2322  STATE/COUNTY-  TN/CAMPBELL
 GA2322  USGS QUAD   -  WELL SPRING (1980)
 GA2322
 GA2322                         *CURRENT SURVEY CONTROL
 GA2322  ___________________________________________________________________
 GA2322* NAD 83(1986)-  36 26 25.     (N)    083 58 10.     (W)     SCALED    
 GA2322* NAVD 88     -       327.404  (meters)    1074.16   (feet)  ADJUSTED  
 GA2322  ___________________________________________________________________
 GA2322  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2322  DYNAMIC HT  -         327.112 (meters)    1073.20  (feet)  COMP
 GA2322  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 GA2322
 GA2322  VERT ORDER  -  SECOND    CLASS 0
 GA2322
 GA2322.The horizontal coordinates were scaled from a topographic map and have
 GA2322.an estimated accuracy of +/- 6 seconds.
 GA2322
 GA2322.The orthometric height was determined by differential leveling
 GA2322.and adjusted by the National Geodetic Survey in June 1991..
 GA2322
 GA2322.The geoid height was determined by GEOID03.
 GA2322
 GA2322.The dynamic height is computed by dividing the NAVD 88
 GA2322.geopotential number by the normal gravity value computed on the
 GA2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2322.degrees latitude (g = 980.6199 gals.).
 GA2322
 GA2322.The modeled gravity was interpolated from observed gravity values.
 GA2322
 GA2322;                    North         East    Units  Estimated Accuracy
 GA2322;SPC TN       -   235,660.      782,050.      MT  (+/- 180 meters Scaled)
 GA2322
 GA2322                          SUPERSEDED SURVEY CONTROL
 GA2322
 GA2322  NGVD 29 (??/??/92)  327.545  (m)         1074.62   (f) ADJ UNCH    2 0
 GA2322
 GA2322.Superseded values are not recommended for survey control.
 GA2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2322.See file dsdata.txt to determine how the superseded data were derived.
 GA2322
 GA2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA338368(NAD 83)
 GA2322_MARKER: DD = SURVEY DISK
 GA2322_SETTING: 66 = SET IN ROCK OUTCROP
 GA2322_SP_SET: BEDROCK
 GA2322_STAMPING: LAME RM-2 1964
 GA2322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2322+STABILITY: POSITION/ELEVATION WELL
 GA2322
 GA2322  HISTORY     - Date     Condition        Report By
 GA2322  HISTORY     - 1964     MONUMENTED       TNHD
 GA2322  HISTORY     - 1965     GOOD             TNHD
 GA2322
 GA2322                          STATION DESCRIPTION
 GA2322
 GA2322'DESCRIBED BY TN HIGHWAY DEPT 1965
 GA2322'9.7 MI NE FROM LA FOLLETTE.
 GA2322'THIS MARK IS LOCATED AT THE LAME 1964 STATION SITE, 77 FEET
 GA2322'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 63, 47 FEET
 GA2322'SOUTHEAST OF A FENCE, 27 FEET NORTH OF AN 18-INCH WHITE ASH TREE
 GA2322'AND 4 FEET SOUTHEAST OF A 3-INCH CEDAR TREE.  THE MARK IS A
 GA2322'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED FLUSH IN A
 GA2322'DRILLED HOLE IN OUT-CROPPING BED-ROCK, STAMPED LAME RM-2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2360 ***********************************************************************
 GC2360  DESIGNATION -  LANDRUM
 GC2360  PID         -  GC2360
 GC2360  STATE/COUNTY-  TN/DAVIDSON
 GC2360  USGS QUAD   -  FOREST GROVE (1994)
 GC2360
 GC2360                         *CURRENT SURVEY CONTROL
 GC2360  ___________________________________________________________________
 GC2360* NAD 83(1995)-  36 15 27.05340(N)    086 53 42.84883(W)     ADJUSTED  
 GC2360* NAVD 88     -       272.1    (meters)     893.     (feet)  VERTCON   
 GC2360  ___________________________________________________________________
 GC2360  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GC2360  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2360
 GC2360  HORZ ORDER  -  FIRST
 GC2360
 GC2360.The horizontal coordinates were established by classical geodetic methods
 GC2360.and adjusted by the National Geodetic Survey in April 1999..
 GC2360
 GC2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2360
 GC2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2360
 GC2360.The geoid height was determined by GEOID03.
 GC2360
 GC2360;                    North         East     Units Scale Factor Converg.
 GC2360;SPC TN       -   213,856.536   519,548.559   MT  0.99997564   -0 31 26.8
 GC2360;SPC TN       -   701,627.65  1,704,552.23   sFT  0.99997564   -0 31 26.8
 GC2360;UTM  16      - 4,012,516.316   509,411.358   MT  0.99960109   +0 03 43.1
 GC2360
 GC2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2360!SPC TN       -   0.99996191  x   0.99997564  =   0.99993755
 GC2360!UTM  16      -   0.99996191  x   0.99960109  =   0.99956302
 GC2360
 GC2360:                Primary Azimuth Mark                     Grid Az
 GC2360:SPC TN       -  UNION HILL ATT MW KIA                    044 11 53.1
 GC2360:UTM  16      -  UNION HILL ATT MW KIA                    043 36 43.2
 GC2360
 GC2360|---------------------------------------------------------------------|
 GC2360| PID    Reference Object                     Distance      Geod. Az  |
 GC2360|                                                           dddmmss.s |
 GC2360| GC2354 UNION HILL ATT MW KIA               APPROX.14.5 KM 0434026.3 |
 GC2360| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 9.7 KM 0830334.0 |
 GC2360| GC2361 LANDRUM RM A                         25.796 METERS 09950     |
 GC2360| GC2293 NASHVILLE STATE CAPITOL CUPOLA      APPROX.14.3 KM 1353056.3 |
 GC2360| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX.17.0 KM 1462810.6 |
 GC2360| CG6201 025 332                                            1674612.4 |
 GC2360| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.13.2 KM 1682255.8 |
 GC2360| CG6724 LANDRUM RM 1                         28.270 METERS 17338     |
 GC2360| GC2294 AIRWAY BEACON 63                    APPROX.22.0 KM 1735907.5 |
 GC2360| GC2314 AIRWAY BEACON 63                    APPROX.20.7 KM 1762325.0 |
 GC2360| CG6723 LANDRUM AZ MK                                      1965707.3 |
 GC2360| GC2535 AIRWAY BEACON 62                    APPROX.30.6 KM 2061426.3 |
 GC2360| CG6725 LANDRUM RM 2                         25.051 METERS 28402     |
 GC2360|---------------------------------------------------------------------|
 GC2360
 GC2360                          SUPERSEDED SURVEY CONTROL
 GC2360
 GC2360  NAD 83(1995)-  36 15 27.05508(N)    086 53 42.85061(W) AD(       ) 1
 GC2360  NAD 83(1995)-  36 15 27.05711(N)    086 53 42.85166(W) AD(       ) 1
 GC2360  NAD 83(1986)-  36 15 27.06350(N)    086 53 42.85202(W) AD(       ) 1
 GC2360  NAD 27      -  36 15 26.86900(N)    086 53 42.85200(W) AD(       ) 1
 GC2360  NGVD 29 (07/19/86)  272.1    (m)          893.     (f) VERT ANG       
 GC2360
 GC2360.Superseded values are not recommended for survey control.
 GC2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2360.See file dsdata.txt to determine how the superseded data were derived.
 GC2360
 GC2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0941112516(NAD 83)
 GC2360_MARKER: DS = TRIANGULATION STATION DISK
 GC2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2360
 GC2360  HISTORY     - Date     Condition        Report By
 GC2360  HISTORY     - 1933     MONUMENTED       CGS
 GC2360  HISTORY     - 1953     GOOD             CGS
 GC2360  HISTORY     - 1970     GOOD             NGS
 GC2360
 GC2360                          STATION DESCRIPTION
 GC2360
 GC2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC2360'ABOUT 9 MILES AIRLINE NORTHWEST OF CAPITOL IN NASHVILLE, 3-1/4 MILES
 GC2360'AIRLINE NORTH OF COCKRILL BEND IN CUMBERLAND RIVER, ON PARTLY
 GC2360'CULTIVATED KNOB, AND ON LAND OWNED AND OCCUPIED BY RAYMOND LANDRUM.
 GC2360'TO REACH FROM NASHVILLE, GO NORTHWEST ON STATE ROUTE 12 TO
 GC2360'CUMBERLAND RIVER BRIDGE, THEN WEST 2.5 MILES TO T-INTERSECTION, TURN,
 GC2360'RIGHT ONTO EATON CREEK ROAD, GO 4.3 MILES TO CROSSROAD IN SADDLE,
 GC2360'FOLLOW GRAVEL ROAD LEFT AND GO 0.65 MILE TO LANE LEADING TO LANDRUMS
 GC2360'HOUSE (PART LOG) ON RIGHT (WEST) SIDE OF ROAD.  STATION IS
 GC2360'ON FIRST KNOLL TO RIGHT AFTER TURNING LEFT ONTO GRAVEL ROAD, 300
 GC2360'YARDS WEST OF GRAVEL ROAD, 85 FEET EAST-SOUTHEAST OF LANDRUMS HOUSE,
 GC2360'AND 20 FEET EAST-NORTHEAST OF WIRE FENCE.  SURFACE AND UNDERGROUND
 GC2360'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2360'SURFACE MARK PROJECTS 3 INCHES ABOVE GROUND.  REFERENCE AND
 GC2360'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2360'REFERENCE MARKS PROJECT 10 INCHES ABOVE GROUND.  NO. 1 IS 1 FOOT
 GC2360'EAST OF FENCE LINE, 25 FEET NORTHEAST OF ROAD, AND 92.95 FEET FROM
 GC2360'STATION.  NO. 2 IS AT SOUTHEAST
 GC2360'CORNER OF LANDRUMS HOUSE AND 82.26 FEET FROM STATION.
 GC2360'AZIMUTH MARK, PROJECTING 6 INCHES ABOVE GROUND,
 GC2360'IS ON SOUTH SIDE OF GRAVEL ROAD, 25 FEET EAST OF
 GC2360'H-INTERSECTION, 20 FEET SOUTH OF CENTER LINE OF ROAD, AND ABOUT 0.5
 GC2360'MILE FROM STATION, S 16 DEG 57 MIN 05 SEC W.
 GC2360'AIRWAY BEACON NO. 23 (SEE DESCRIPTION
 GC2360'THEREOF), DISTANT 2.3 MILES, N 24 DEG 49 MIN 07 SEC E
 GC2360'AND NASHVILLE, POWER COMPANY, STACK, S 47 DEG 09 MIN 08 SEC E.
 GC2360
 GC2360                          STATION RECOVERY (1953)
 GC2360
 GC2360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2360'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GC2360'THE DISTANCE TO REFERENCE MARK NO. 2 AND THE DIRECTIONS TO
 GC2360'REFERENCE MARKS NO. 1 AND NO. 2 CHECKED.  THE DISTANCE TO REFERENCE
 GC2360'MARK NO. 1 DID NOT CHECK.  NO CHECK DIRECTION TO THE AZIMUTH MARK
 GC2360'AS THE LINE IS NOW OBSTRUCTED BY TREES AND WOULD NEED CONSIDERABLE
 GC2360'CLEARING.
 GC2360'
 GC2360'NO. 025 332 (TENN. GEOD. S.) WAS USED AS AN AZIMUTH MARK.  IT IS 54
 GC2360'FEET EAST OF THE CENTER OF OLD HICKORY BOULEVARD, 12 FEET EAST OF
 GC2360'A WHITE WITNESS POST AND 4 FEET WEST OF A 24 INCH OAK TREE.  THE MARK
 GC2360'IS A 6 X 6 INCH CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES WITH
 GC2360'A U.S.C. AND G.S. AND S.S. DISK IN THE TOP STAMPED 025 332.
 GC2360'
 GC2360'NEW DIRECTIONS TO REACH THE STATION FOLLOW-
 GC2360'
 GC2360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE
 GC2360'HIGHWAY 12, ABOUT 1 MILE NORTHWEST OF NASHVILLE, GO WEST ON HIGHWAY
 GC2360'12 FOR 49 MILES TO A PAVED CROSSROAD.  (OLD HICKORY BOULEVARD) TURN
 GC2360'RIGHT ON OLD HICKORY BOULEVARD AND GO 3.25 MILES TO THE AZIMUTH MARK
 GC2360'ON THE RIGHT, ABOUT 25 FEET SOUTH OF THE CENTER OF THE ROAD.
 GC2360'CONTINUE FOR 0.25 MILE TO NO. 025 332 ON THE RIGHT AND A GRAVEL
 GC2360'ROAD LEFT.  TURN LEFT ON GRAVEL ROAD AND GO 0.1 MILE TO A DRIVEWAY
 GC2360'RIGHT TO A HOUSE AND THE STATION.
 GC2360'
 GC2360'STATION IS NOW ON THE PROPERTY OF WILLIAM KEEL AND IS 85 FEET
 GC2360'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. KEELS HOUSE.
 GC2360'
 GC2360'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2360
 GC2360                          STATION RECOVERY (1970)
 GC2360
 GC2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2360'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 GC2360'CONDITION.  THE STATION MARK WAS CHIPPED BUT APPEARED TO BE
 GC2360'SOLID.  THE AZIMUTH MARK WAS OBSTRUCTED BY TREES.  TENNESSEE
 GC2360'GEODETIC SURVEY MARK NO. 025 332 WAS USED AS AN AZIMUTH MARK FOR
 GC2360'THIS STATION.  THE DISTANCE TO REFERENCE MARK NO 1 CHECKED THE
 GC2360'1953 MEASUREMENT.  A SHORTER DISTANCE WAS MEASURED TO REFERENCE
 GC2360'MARK 2 THE DISTANCE BEING 0.07 FEET.  A NEW DESCRIPTION
 GC2360'FOLLOWS.
 GC2360'
 GC2360'THE STATION IS LOCATED ABOUT 9 MILES WEST OF THE APPROXIMATE
 GC2360'CENTER OF NASHVILLE AND ON PROPERTY OWNED BY MR. JOHN T. BATES,
 GC2360'R.R. 3 NASHVILLE TENNESSEE.
 GC2360'
 GC2360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 A
 GC2360'AND STATE STATE HIGHWAY 12, ABOUT 1 MILE NORTHWEST OF NASHVILLE
 GC2360'GO WEST ON STATE HIGHWAY 12 FOR 4.9 MILES TO A CROSSROAD.  TURN
 GC2360'RIGHT AND GO WEST ON OLD HICKORY BOULEVARD FOR 3.25 MILES TO THE
 GC2360'AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.2 MILE TO A SIDE ROAD
 GC2360'LEFT AND TENNESSEE GEODETIC SURVEY MARK 025 332 ON THE
 GC2360'RIGHT.  TURN LEFT UP HILL ON BLUEBERRY HILL ROAD FOR 0.1 MILE
 GC2360'TO A DRIVEWAY ON THE RIGHT AND THE STATION.
 GC2360'
 GC2360'THE STATION MARK IS A STANDARD DISK, STAMPED LANDRUM 1933, SET
 GC2360'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 GC2360'4-INCHES.  IT IS 78.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 GC2360'OF A HOUSE, 12.8 FEET EAST OF THE CENTER OF A DRIVEWAY AND 12.8
 GC2360'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 GC2360'
 GC2360'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LANDRUM NO 1 1933,
 GC2360'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 GC2360'12-INCHES.  IT IS 105 FEET SOUTH OF THE METAL WITNESS POST AND
 GC2360'SIGN, 28 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 5.5 FEET
 GC2360'WEST OF THE CENTER OF THE DRIVEWAY.
 GC2360'
 GC2360'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LANDRUM NO 2 1933,
 GC2360'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 GC2360'12-INCHES.  IT IS 83 FEET WEST OF THE METAL WITNESS POST WITH
 GC2360'SIGN, 10 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 6.5 FEET
 GC2360'SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE.
 GC2360'
 GC2360'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 GC2360'LANDRUM AZIMUTH 1933, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GC2360'MONUMENT THAT PROJECTS 12-INCHES.  IT IS 30 FEET SOUTH OF THE
 GC2360'CENTER OF OLD HICKORY BOULEVARD, 25 FEET WEST OF THE CENTER OF
 GC2360'A WOODS ROAD AND 5.5 FEET WEST-NORTHWEST OF A 30-INCH OAK TREE.
 GC2360'
 GC2360'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY MARK IS A
 GC2360'BRONZE DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 GC2360'THAT PROJECTS 2-INCHES ABOVE THE GROUND SURFACE AND IS STAMPED
 GC2360'025 332.  IT IS 53 FEET EAST OF THE CENTER OF OLD HICKORY
 GC2360'BOULEVARD, 32 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 5
 GC2360'FEET WEST OF A 30-INCH OAK TREE.
 GC2360'
 GC2360'THE TRAVERSE DISTANCE WAS REDUCED TO SEA LEVEL.
 GC2360'
 GC2360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GC2360'9 MILES WEST OF NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2361 ***********************************************************************
 GC2361  DESIGNATION -  LANDRUM RM A
 GC2361  PID         -  GC2361
 GC2361  STATE/COUNTY-  TN/DAVIDSON
 GC2361  USGS QUAD   -  FOREST GROVE (1994)
 GC2361
 GC2361                         *CURRENT SURVEY CONTROL
 GC2361  ___________________________________________________________________
 GC2361* NAD 83(1995)-  36 15 26.91045(N)    086 53 41.83067(W)     ADJUSTED  
 GC2361* NAVD 88     -       268.9    (meters)     882.     (feet)  VERTCON   
 GC2361  ___________________________________________________________________
 GC2361  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GC2361  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GC2361
 GC2361  HORZ ORDER  -  FIRST
 GC2361
 GC2361.The horizontal coordinates were established by classical geodetic methods
 GC2361.and adjusted by the National Geodetic Survey in April 1999..
 GC2361
 GC2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2361
 GC2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2361
 GC2361.The geoid height was determined by GEOID03.
 GC2361
 GC2361;                    North         East     Units Scale Factor Converg.
 GC2361;SPC TN       -   213,851.898   519,573.934   MT  0.99997564   -0 31 26.2
 GC2361;SPC TN       -   701,612.44  1,704,635.48   sFT  0.99997564   -0 31 26.2
 GC2361;UTM  16      - 4,012,511.939   509,436.770   MT  0.99960110   +0 03 43.7
 GC2361
 GC2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2361!SPC TN       -   0.99996242  x   0.99997564  =   0.99993806
 GC2361!UTM  16      -   0.99996242  x   0.99960110  =   0.99956353
 GC2361
 GC2361:                Primary Azimuth Mark                     Grid Az
 GC2361:SPC TN       -  BETHEL RESET                             041 16 59.3
 GC2361:UTM  16      -  BETHEL RESET                             040 41 49.4
 GC2361
 GC2361|---------------------------------------------------------------------|
 GC2361| PID    Reference Object                     Distance      Geod. Az  |
 GC2361|                                                           dddmmss.s |
 GC2361| GC2209 BETHEL RESET                        APPROX.22.6 KM 0404533.1 |
 GC2361| GC2354 UNION HILL ATT MW KIA               APPROX.14.4 KM 0433520.8 |
 GC2361| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 9.7 KM 0830056.4 |
 GC2361| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX.16.9 KM 1463159.6 |
 GC2361| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX.13.2 KM 1682911.7 |
 GC2361| GC2360 LANDRUM                              25.796 METERS 27950     |
 GC2361|---------------------------------------------------------------------|
 GC2361
 GC2361                          SUPERSEDED SURVEY CONTROL
 GC2361
 GC2361  NAD 83(1995)-  36 15 26.91213(N)    086 53 41.83245(W) AD(       ) 1
 GC2361  NAD 83(1995)-  36 15 26.91416(N)    086 53 41.83350(W) AD(       ) 1
 GC2361  NAD 83(1986)-  36 15 26.92056(N)    086 53 41.83391(W) AD(       ) 1
 GC2361  NAD 27      -  36 15 26.72605(N)    086 53 41.83388(W) AD(       ) 1
 GC2361  NGVD 29 (07/19/86)  268.9    (m)          882.     (f) VERT ANG       
 GC2361
 GC2361.Superseded values are not recommended for survey control.
 GC2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2361.See file dsdata.txt to determine how the superseded data were derived.
 GC2361
 GC2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0943712512(NAD 83)
 GC2361_MARKER: DS = TRIANGULATION STATION DISK
 GC2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC2361_MARK LOGO: CGS   
 GC2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2361+STABILITY: SURFACE MOTION
 GC2361
 GC2361  HISTORY     - Date     Condition        Report By
 GC2361  HISTORY     - 1970     MONUMENTED       CGS
 GC2361
 GC2361                          STATION DESCRIPTION
 GC2361
 GC2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 GC2361'THE STATION IS LOCATED ABOUT 9 MILES WEST OF THE APPROXIMATE
 GC2361'CENTER OF NASHVILLE AND ON PROPERTY OWNED BY MR. JOHN T. BATES,
 GC2361'R.R. 3 NASHVILLE TENNESSEE.
 GC2361'
 GC2361'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION
 GC2361'STATION LANDRUM 1933 THEREOF.
 GC2361'
 GC2361'THE STATION MARK IS A STANDARD DISK STAMPED LANDRUM RM A 1970,
 GC2361'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GC2361'WHICH PROJECTS 10 INCHES.  IT IS 90 FEET EAST-NORTHEAST OF THE
 GC2361'CENTER OF A GRAVELED DRIVEWAY, 5.2 FEET SOUTHWEST OF A METAL
 GC2361'WITNESS POST WITH SIGN ATTACHED AND IN A HEAVILY WOODED AREA.
 GC2361'
 GC2361'THE TRAVERSE DISTANCE WAS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2342 ***********************************************************************
 FE2342  DESIGNATION -  LANE
 FE2342  PID         -  FE2342
 FE2342  STATE/COUNTY-  TN/MADISON
 FE2342  USGS QUAD   -  JACKSON NORTH (1983)
 FE2342
 FE2342                         *CURRENT SURVEY CONTROL
 FE2342  ___________________________________________________________________
 FE2342* NAD 83(1995)-  35 37 39.98133(N)    088 48 18.26810(W)     ADJUSTED  
 FE2342* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 FE2342  ___________________________________________________________________
 FE2342  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FE2342  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2342
 FE2342  HORZ ORDER  -  FIRST
 FE2342
 FE2342.The horizontal coordinates were established by classical geodetic methods
 FE2342.and adjusted by the National Geodetic Survey in April 1999..
 FE2342
 FE2342.The orthometric height was scaled from a topographic map.
 FE2342
 FE2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2342
 FE2342.The geoid height was determined by GEOID03.
 FE2342
 FE2342;                    North         East     Units Scale Factor Converg.
 FE2342;SPC TN       -   147,257.859   345,947.227   MT  0.99995485   -1 38 31.9
 FE2342;SPC TN       -   483,128.49  1,134,995.19   sFT  0.99995485   -1 38 31.9
 FE2342;UTM  16      - 3,944,164.438   336,543.092   MT  0.99992925   -1 03 06.2
 FE2342
 FE2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2342!SPC TN       -   0.99998073  x   0.99995485  =   0.99993559
 FE2342!UTM  16      -   0.99998073  x   0.99992925  =   0.99990999
 FE2342
 FE2342:                Primary Azimuth Mark                     Grid Az
 FE2342:SPC TN       -  JACKSON ALUMINUM FOILS TANK              020 15 13.2
 FE2342:UTM  16      -  JACKSON ALUMINUM FOILS TANK              019 39 47.5
 FE2342
 FE2342|---------------------------------------------------------------------|
 FE2342| PID    Reference Object                     Distance      Geod. Az  |
 FE2342|                                                           dddmmss.s |
 FE2342| FE2328 JACKSON ALUMINUM FOILS TANK         APPROX. 1.0 KM 0183641.3 |
 FE2342| FE2330 JACKSON EAST MUN STANDPIPE           62.865 METERS 05224     |
 FE2342| CG3671 LANE RM 1                            18.370 METERS 07629     |
 FE2342| FE2344 PAUL                                 30.466 METERS 14716     |
 FE2342| FE2345 PAUL RM 2                            26.558 METERS 20216     |
 FE2342| FE2371 NATIONAL                            APPROX. 1.9 KM 2210115.1 |
 FE2342| FE2366 JACKSON W H COLEMAN WEST STACK      APPROX. 0.6 KM 2324000.9 |
 FE2342| FE2332 JACKSON LANE COLLEGE STACK          260.806 METERS 28732     |
 FE2342| FE2329 JACKSON BUDDE AND WEIS TANK         389.040 METERS 34704     |
 FE2342| CG3672 LANE RM 2                             5.173 METERS 35355     |
 FE2342|---------------------------------------------------------------------|
 FE2342
 FE2342                          SUPERSEDED SURVEY CONTROL
 FE2342
 FE2342  NAD 83(1995)-  35 37 39.98623(N)    088 48 18.27298(W) AD(       ) 1
 FE2342  NAD 83(1986)-  35 37 39.99283(N)    088 48 18.26901(W) AD(       ) 1
 FE2342  NAD 27      -  35 37 39.73800(N)    088 48 18.06500(W) AD(       ) 1
 FE2342
 FE2342.Superseded values are not recommended for survey control.
 FE2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2342.See file dsdata.txt to determine how the superseded data were derived.
 FE2342
 FE2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3654344164(NAD 83)
 FE2342_MARKER: DS = TRIANGULATION STATION DISK
 FE2342_SETTING: 0 = UNSPECIFIED SETTING
 FE2342
 FE2342  HISTORY     - Date     Condition        Report By
 FE2342  HISTORY     - 1951     MONUMENTED       CGS
 FE2342
 FE2342                          STATION DESCRIPTION
 FE2342
 FE2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2342'STATION IS LOCATED ON THE ROOF OF THE ST. PAULS (NEGRO) CHURCH,
 FE2342'LOCATED ON THE NORTH WEST CORNER OF MIDDLETON STREET AND
 FE2342'LANE AVE. IN THE CITY OF JACKSON. IT IS NEAR THE SOUTHWEST CORNER OF
 FE2342'THE ROOF, 2.5 FEET NORTHWEST OF THE CORNER OF THE INSIDE
 FE2342'WALL OF THE ROOF, 1.8 FEET NORTH OF THE SOUTH WALL AND 1.8 FEET EAST
 FE2342'OF THE WEST WALL.  THE SHANK OF THE DISK WAS REMOVED AND THE
 FE2342'DISK WAS FASTENED TO THE WOODEN ROOF BY THREE LONG BRASS SCREWS AND
 FE2342'TAR AND STAMPED LANE 1951.
 FE2342'
 FE2342'REFERENCE MARK NO. 1 IS ON CORNER OF THE OFF-SET IN THE EAST WALL OF
 FE2342'THE ROOF. THE DISK IS CEMENTED IN BETWEEN THE BRICKS ON TOP
 FE2342'OF THE WALL AND STAMPED LANE NO 1 1951.
 FE2342'
 FE2342'REFERENCE MARK NO. 2 IS ON CORNER OF THE OFF-SET IN THE WEST WALL OF
 FE2342'THE ROOF. THE DISK IS CEMENTED IN BETWEEN THE BRICKS ON TOP
 FE2342'OF THE WALL AND STAMPED LANE NO 2 1951.
 FE2342'
 FE2342'(NO AZIMUTH MARK SET.)
 FE2342'
 FE2342'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0927 ***********************************************************************
 FD0927  DESIGNATION -  LAW
 FD0927  PID         -  FD0927
 FD0927  STATE/COUNTY-  TN/LAWRENCE
 FD0927  USGS QUAD   -  SUMMERTOWN (1976)
 FD0927
 FD0927                         *CURRENT SURVEY CONTROL
 FD0927  ___________________________________________________________________
 FD0927* NAD 83(1995)-  35 22 38.76840(N)    087 16 25.07000(W)     ADJUSTED  
 FD0927* NAVD 88     -       307.135  (meters)    1007.66   (feet)  ADJUSTED  
 FD0927  ___________________________________________________________________
 FD0927  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD0927  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0927  DYNAMIC HT  -         306.848 (meters)    1006.72  (feet)  COMP
 FD0927  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FD0927
 FD0927  HORZ ORDER  -  SECOND
 FD0927  VERT ORDER  -  FIRST     CLASS II
 FD0927
 FD0927.The horizontal coordinates were established by classical geodetic methods
 FD0927.and adjusted by the National Geodetic Survey in April 1999..
 FD0927
 FD0927.The orthometric height was determined by differential leveling
 FD0927.and adjusted by the National Geodetic Survey in June 1991..
 FD0927
 FD0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0927
 FD0927.The geoid height was determined by GEOID03.
 FD0927
 FD0927.The dynamic height is computed by dividing the NAVD 88
 FD0927.geopotential number by the normal gravity value computed on the
 FD0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0927.degrees latitude (g = 980.6199 gals.).
 FD0927
 FD0927.The modeled gravity was interpolated from observed gravity values.
 FD0927
 FD0927;                    North         East     Units Scale Factor Converg.
 FD0927;SPC TN       -   116,595.939   484,274.591   MT  0.99997996   -0 44 44.3
 FD0927;SPC TN       -   382,531.84  1,588,824.22   sFT  0.99997996   -0 44 44.3
 FD0927;UTM  16      - 3,914,934.911   475,145.925   MT  0.99960761   -0 09 30.3
 FD0927
 FD0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0927!SPC TN       -   0.99995616  x   0.99997996  =   0.99993612
 FD0927!UTM  16      -   0.99995616  x   0.99960761  =   0.99956378
 FD0927
 FD0927|---------------------------------------------------------------------|
 FD0927| PID    Reference Object                     Distance      Geod. Az  |
 FD0927|                                                           dddmmss.s |
 FD0927| FD0928 LAW RM 1                             26.432 METERS 01032     |
 FD0927| FD0926 LAW RM 2                             25.801 METERS 15038     |
 FD0927| FD0929 LAW AZ MK                                          3521624.6 |
 FD0927|---------------------------------------------------------------------|
 FD0927
 FD0927                          SUPERSEDED SURVEY CONTROL
 FD0927
 FD0927  NAD 83(1995)-  35 22 38.77139(N)    087 16 25.07089(W) AD(       ) 2
 FD0927  NAD 83(1995)-  35 22 38.77384(N)    087 16 25.07174(W) AD(       ) 2
 FD0927  NAD 83(1986)-  35 22 38.77944(N)    087 16 25.07024(W) AD(       ) 2
 FD0927  NAD 27      -  35 22 38.49420(N)    087 16 25.01650(W) AD(       ) 2
 FD0927  NGVD 29 (??/??/92)  307.100  (m)         1007.54   (f) ADJ UNCH    1 2
 FD0927
 FD0927.Superseded values are not recommended for survey control.
 FD0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0927.See file dsdata.txt to determine how the superseded data were derived.
 FD0927
 FD0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7514614935(NAD 83)
 FD0927_MARKER: DD = SURVEY DISK
 FD0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0927_STAMPING: LAW 1962
 FD0927_MARK LOGO: TNHD  
 FD0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0927+STABILITY: SURFACE MOTION
 FD0927
 FD0927  HISTORY     - Date     Condition        Report By
 FD0927  HISTORY     - 1962     MONUMENTED       TNHD
 FD0927  HISTORY     - 1962     GOOD             TNHD
 FD0927  HISTORY     - 1983     GOOD             NGS
 FD0927
 FD0927                          STATION DESCRIPTION
 FD0927
 FD0927'DESCRIBED BY TN HIGHWAY DEPT 1962 (JAG)
 FD0927'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF LAWRENCEBURG.
 FD0927'
 FD0927'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 64 AND U S
 FD0927'HIGHWAY 43 IN LAWRENCEBURG,
 FD0927'GO NORTH ON U S HIGHWAY 43 FOR 10.1 MILES TO A CONCRETE
 FD0927'BRIDGE, CONTINUE NORTH FOR 0.3
 FD0927'MILE TO THE STATION ON THE LEFT.
 FD0927'
 FD0927'THE STATION IS 142 FEET SOUTH OF A DRIVEWAY AND 76 FEET WEST OF THE
 FD0927'APPROXIMATE CENTER OF U S
 FD0927'HIGHWAY 43.  THE SURFACE AND UNDERGROUND MARKS ARE
 FD0927'STANDARD TENNESSEE HIGHWAY
 FD0927'DEPARTMENT DISKS AND ARE STAMPED LAW 1962.
 FD0927'THE UNDERGROUND MARK IS ABOUT 30-INCHES BELOW
 FD0927'THE SURFACE.  THE
 FD0927'SURFACE DISK IS SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0927'
 FD0927'REFERENCE MARK NO 1 IS 59 FEET SOUTH OF A DRIVEWAY AND 43 FEET WEST
 FD0927'OF THE APPROXIMATE
 FD0927'CENTER OF U S HIGHWAY 43.  IT IS A STANDARD TENNESSEE
 FD0927'HIGHWAY DEPARTMENT DISK SET IN
 FD0927'A 10-INCH, SQUARE, FLUSH, CONCRETE
 FD0927'MONUMENT, AND THE DISK IS STAMPED LAW RM 1 1962.
 FD0927'
 FD0927'REFERENCE MARK NO 2 IS 49 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0927'HIGHWAY 43.  IT IS A
 FD0927'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0927'10-INCH, SQUARE, FLUSH,
 FD0927'CONCRETE MONUMENT, AND THE DISK IS STAMPED
 FD0927'LAW RM 2 1962.
 FD0927'
 FD0927'THE AZIMUTH MARK IS 51 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0927'HIGHWAY 43, 27 FEET SOUTH
 FD0927'OF THE APPROXIMATE CENTER OF A DRIVEWAY AND 21 FEET
 FD0927'WEST OF A 20-INCH OAK TREE.  IT
 FD0927'IS A STANDARD TENNESSEE HIGHWAY
 FD0927'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD0927'CONCRETE MONUMENT,
 FD0927'AND THE DISK IS STAMPED LAW AZI 1962.
 FD0927'
 FD0927'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON U S
 FD0927'HIGHWAY 43 FOR 0.5 MILE TO
 FD0927'THE MARK ON THE RIGHT.
 FD0927'
 FD0927'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER AND TRIPOD.
 FD0927'
 FD0927'HEIGHT OF LIGHT ABOVE STATION MARK 30.24 METERS.
 FD0927
 FD0927                          STATION RECOVERY (1962)
 FD0927
 FD0927'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0927'10 MI N FROM LAWRENCEBURG.
 FD0927'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0927'LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 10.1 MILES TO A
 FD0927'CONCRETE BRIDGE, CONTINUE NORTH FOR 0.3 MILE TO THE STATION ON THE
 FD0927'LEFT.  THE STATION MARK IS 76 FEET WEST OF THE CENTERLINE OF U.S.
 FD0927'HIGHWAY 43 AND 142 FEET SOUTH OF A DRIVEWAY.  THE MARK IS A
 FD0927'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH
 FD0927'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0927
 FD0927                          STATION RECOVERY (1983)
 FD0927
 FD0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0927'RECOVERED IN GOOD CONDITION.
 FD0927'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0657 ***********************************************************************
 FE0657  DESIGNATION -  LAW
 FE0657  PID         -  FE0657
 FE0657  STATE/COUNTY-  TN/HENDERSON
 FE0657  USGS QUAD   -  JUNO (1980)
 FE0657
 FE0657                         *CURRENT SURVEY CONTROL
 FE0657  ___________________________________________________________________
 FE0657* NAD 83(1995)-  35 43 42.14740(N)    088 35 59.66217(W)     ADJUSTED  
 FE0657* NAVD 88     -       169.052  (meters)     554.63   (feet)  ADJUSTED  
 FE0657  ___________________________________________________________________
 FE0657  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FE0657  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0657  DYNAMIC HT  -         168.901 (meters)     554.14  (feet)  COMP
 FE0657  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE0657
 FE0657  HORZ ORDER  -  SECOND
 FE0657  VERT ORDER  -  SECOND    CLASS 0
 FE0657
 FE0657.The horizontal coordinates were established by classical geodetic methods
 FE0657.and adjusted by the National Geodetic Survey in April 1999..
 FE0657
 FE0657.The orthometric height was determined by differential leveling
 FE0657.and adjusted by the National Geodetic Survey in June 1991..
 FE0657
 FE0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0657
 FE0657.The geoid height was determined by GEOID03.
 FE0657
 FE0657.The dynamic height is computed by dividing the NAVD 88
 FE0657.geopotential number by the normal gravity value computed on the
 FE0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0657.degrees latitude (g = 980.6199 gals.).
 FE0657
 FE0657.The modeled gravity was interpolated from observed gravity values.
 FE0657
 FE0657;                    North         East     Units Scale Factor Converg.
 FE0657;SPC TN       -   157,902.332   364,821.047   MT  0.99995009   -1 31 19.5
 FE0657;SPC TN       -   518,051.23  1,196,917.05   sFT  0.99995009   -1 31 19.5
 FE0657;UTM  16      - 3,955,001.734   355,305.373   MT  0.99985799   -0 56 03.9
 FE0657
 FE0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0657!SPC TN       -   0.99997790  x   0.99995009  =   0.99992799
 FE0657!UTM  16      -   0.99997790  x   0.99985799  =   0.99983589
 FE0657
 FE0657|---------------------------------------------------------------------|
 FE0657| PID    Reference Object                     Distance      Geod. Az  |
 FE0657|                                                           dddmmss.s |
 FE0657| FE0658 LAW RM 1                             32.867 METERS 05537     |
 FE0657| FE0660 LAW RM 4                             56.513 METERS 06540     |
 FE0657| CG3673 LAW AZ MK                                          1755103.1 |
 FE0657| FE0659 LAW RM 3                             13.856 METERS 24410     |
 FE0657| FE0656 LAW RM 2                             27.162 METERS 33742     |
 FE0657|---------------------------------------------------------------------|
 FE0657
 FE0657                          SUPERSEDED SURVEY CONTROL
 FE0657
 FE0657  NAD 83(1995)-  35 43 42.15147(N)    088 35 59.66814(W) AD(       ) 2
 FE0657  NAD 83(1986)-  35 43 42.15869(N)    088 35 59.66305(W) AD(       ) 2
 FE0657  NAD 27      -  35 43 41.91480(N)    088 35 59.47090(W) AD(       ) 2
 FE0657  NGVD 29 (??/??/??)  169.080  (m)          554.72   (f) ADJUSTED    2 0
 FE0657
 FE0657.Superseded values are not recommended for survey control.
 FE0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0657.See file dsdata.txt to determine how the superseded data were derived.
 FE0657
 FE0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5530555002(NAD 83)
 FE0657_MARKER: DE = TRAVERSE STATION DISK
 FE0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0657_STAMPING: LAW 1959
 FE0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0657+STABILITY: SURFACE MOTION
 FE0657
 FE0657  HISTORY     - Date     Condition        Report By
 FE0657  HISTORY     - 1959     MONUMENTED       CGS
 FE0657  HISTORY     - 1959     GOOD             CGS
 FE0657  HISTORY     - 1961     GOOD             TNHD
 FE0657  HISTORY     - 20020912 MARK NOT FOUND   USACE
 FE0657
 FE0657                          STATION DESCRIPTION
 FE0657
 FE0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0657'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH OF CEDAR GROVE, ABOUT
 FE0657'5.0 MILES SOUTHEAST OF SPRING CREEK, 47 FEET SOUTHWEST OF
 FE0657'THE CENTER OF A GRAVELED ROAD AND 1 FOOT NORTH OF A WIRE FENCE. THE
 FE0657'MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE
 FE0657'POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LAW
 FE0657'1959.
 FE0657'
 FE0657'THE UNDERGROUND MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36 INCHES
 FE0657'BELOW THE SURFACE OF THE GROUND AND IS STAMPED LAW 1959.
 FE0657'
 FE0657'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70 AND
 FE0657'STATE HIGHWAY NO. 20, WHICH IS ABOUT 6.0 MILES NORTHEAST OF
 FE0657'JACKSON, GO EAST ON STATE HIGHWAY NO. 20 FOR 8.3 MILES TO THE
 FE0657'HENDERSON-MADISON COUNTY LINE, CONTINUE EAST ON STATE HIGHWAY
 FE0657'NO. 20 FOR 0.4 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON A
 FE0657'WINDING GRAVELED ROAD FOR 1.65 MILES TO THE AZIMUTH MARK ON THE
 FE0657'RIGHT AS DESCRIBED, CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 0.35
 FE0657'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTHWEST FOR
 FE0657'0.35 MILE TO A CURVE IN THE GRAVELED ROAD AND THE STATION ON THE LEFT
 FE0657'AS DESCRIBED.
 FE0657'
 FE0657'REFERENCE MARK NO. 1 IS 56 FEET EAST-NORTHEAST OF THE CENTER OF THE
 FE0657'GRAVELED ROAD AND 45 FEET EAST-NORTHEAST OF THE CENTER OF A WIRE
 FE0657'GATE. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 FE0657'IS STAMPED LAW NO 1 1959.
 FE0657'
 FE0657'REFERENCE MARK NO. 2 IS 16 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 FE0657'GRAVELED ROAD AND 2 FEET WEST-SOUTHWEST OF A ROAD DITCH. THE MARK
 FE0657'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LAW NO 2
 FE0657'1959.
 FE0657'
 FE0657'AZIMUTH MARK IS ABOUT 100 YARDS WEST OF A WHITE FARM HOUSE, 40 FEET
 FE0657'SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET
 FE0657'EAST-NORTHEAST OF A POWERLINE POLE AND 1 FOOT WEST OF A WITNESS SIGN.
 FE0657'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0657'STAMPED LAW 1959.
 FE0657'
 FE0657'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE0657
 FE0657                          STATION RECOVERY (1959)
 FE0657
 FE0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0657'26 MI NE FROM JACKSON.
 FE0657'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0657'U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85 MILES NORTHEAST ALONG
 FE0657'INTERSTATE HIGHWAY 40, THENCE 0.55 MILE SOUTHWEST ALONG U.S.
 FE0657'HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 20,
 FE0657'THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE 2.95
 FE0657'MILES EAST ON HARTMAS LANE, THENCE 2.1 MILES NORTH ON LAW ROAD,
 FE0657'THENCE 2.0 MILES SOUTHEAST ALONG GURLEY CREEK ROAD.  IT IS 47
 FE0657'FEET SOUTHWEST OF THE CENTER OF GURLEY CREEK ROAD, 1 FOOT NORTH
 FE0657'OF A WIRE FENCE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH
 FE0657'IS FLUSH WITH THE SURFACE OF THE GROUND.
 FE0657
 FE0657                          STATION RECOVERY (1961)
 FE0657
 FE0657'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE0657'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE0657'THE TO-REACH FOR THE STATION, AND DESCRIPTION OF THE STATION,
 FE0657'AND THE AZIMUTH MARK ARE COMPLETELY ADEQUATE.
 FE0657'
 FE0657'DUE TO CHANGES IN THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40,
 FE0657'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WOULD BE DESTROYED
 FE0657'BY CONSTRUCTION.
 FE0657'
 FE0657'A NEW REFERENCE MARK LAW NO 3 1959, AND REFERENCE MARK LAW NO 4
 FE0657'1959, WERE ESTABLISHED BY THE TENNESSEE HIGHWAY CONTROL
 FE0657'SURVEYS PARTY THIS DATE. SEE DESCRIPTION OF THE NEW REFERENCE MARKS
 FE0657'BELOW.
 FE0657'
 FE0657'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE0657'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARKS, THE
 FE0657'OLD REFERENCE MARK LAW NO 1 1959, AND REFERENCE MARK LAW NO 2 1959
 FE0657'WERE DESTROYED, AND THE DISK REMOVED FOR SUBMISSION TO THE COAST
 FE0657'AND GEODETIC SURVEY OFFICE.
 FE0657'
 FE0657'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED LAW NO 3 1959, SET
 FE0657'IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS 25
 FE0657'FEET SOUTHWEST OF AN EAST-WEST FENCE AND IS ABOUT THE SAME ELEVATION
 FE0657'AS THE STATION.
 FE0657'
 FE0657'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED LAW NO 4 1959, SET
 FE0657'IN A 10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 FE0657'IT IS 110 FEET NORTHEAST OF A FENCE AND 100 FEET NORTHEAST
 FE0657'OF THE CENTER OF A GRAVELED ROAD.
 FE0657
 FE0657                          STATION RECOVERY (2002)
 FE0657
 FE0657'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0929 ***********************************************************************
 FD0929  DESIGNATION -  LAW AZ MK
 FD0929  PID         -  FD0929
 FD0929  STATE/COUNTY-  TN/LAWRENCE
 FD0929  USGS QUAD   -  SUMMERTOWN (1976)
 FD0929
 FD0929                         *CURRENT SURVEY CONTROL
 FD0929  ___________________________________________________________________
 FD0929* NAD 83(1986)-  35 23 03.     (N)    087 16 27.     (W)     SCALED    
 FD0929* NAVD 88     -       296.888  (meters)     974.04   (feet)  ADJUSTED  
 FD0929  ___________________________________________________________________
 FD0929  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0929  DYNAMIC HT  -         296.611 (meters)     973.13  (feet)  COMP
 FD0929  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FD0929
 FD0929  VERT ORDER  -  FIRST     CLASS II
 FD0929
 FD0929.The horizontal coordinates were scaled from a topographic map and have
 FD0929.an estimated accuracy of +/- 6 seconds.
 FD0929
 FD0929.The orthometric height was determined by differential leveling
 FD0929.and adjusted by the National Geodetic Survey in June 1991..
 FD0929
 FD0929.The geoid height was determined by GEOID03.
 FD0929
 FD0929.The dynamic height is computed by dividing the NAVD 88
 FD0929.geopotential number by the normal gravity value computed on the
 FD0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0929.degrees latitude (g = 980.6199 gals.).
 FD0929
 FD0929.The modeled gravity was interpolated from observed gravity values.
 FD0929
 FD0929;                    North         East    Units  Estimated Accuracy
 FD0929;SPC TN       -   117,340.      484,240.      MT  (+/- 180 meters Scaled)
 FD0929
 FD0929                          SUPERSEDED SURVEY CONTROL
 FD0929
 FD0929  NGVD 29 (??/??/92)  296.854  (m)          973.93   (f) ADJ UNCH    1 2
 FD0929
 FD0929.Superseded values are not recommended for survey control.
 FD0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0929.See file dsdata.txt to determine how the superseded data were derived.
 FD0929
 FD0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE750156(NAD 83)
 FD0929_MARKER: DD = SURVEY DISK
 FD0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0929_STAMPING: LAW AZI 1962
 FD0929_MARK LOGO: TNHD  
 FD0929_PROJECTION: FLUSH
 FD0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0929+STABILITY: SURFACE MOTION
 FD0929
 FD0929  HISTORY     - Date     Condition        Report By
 FD0929  HISTORY     - 1962     MONUMENTED       TNHD
 FD0929  HISTORY     - 1983     GOOD             NGS
 FD0929
 FD0929                          STATION DESCRIPTION
 FD0929
 FD0929'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0929'10 MI N FROM LAWRENCEBURG.
 FD0929'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0929'IN LAWRENCEBURG, GO NORTH ON U.S. HIGHWAY 43 FOR 10.1 MILES TO A
 FD0929'CONCRETE BRIDGE, CONTINUE NORTH FOR 0.8 MILE TO THE MARK ON THE
 FD0929'RIGHT.  THE AZIMUTH MARK IS 51 FEET EAST OF THE CENTERLINE OF
 FD0929'U.S. HIGHWAY 43, 27 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND
 FD0929'21 FEET WEST OF A 20-INCH OAK TREE.  THE MARK IS A STANDARD
 FD0929'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE,
 FD0929'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0929
 FD0929                          STATION RECOVERY (1983)
 FD0929
 FD0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0929'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.1 KM
 FD0929'(10.6 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE JUNCTION OF U.S.
 FD0929'HIGHWAY 64 IN LAWRENCEBURG TO THE MARK ON THE RIGHT, 1.3 KM (0.8 MI)
 FD0929'NORTH ALONG HIGHWAY 43 FROM A CONCRETE BRIDGE, 14.23 METERS (46.7 FT)
 FD0929'EAST OF THE CENTERLINE OF THE HIGHWAY, 33.28 METERS (109.2 FT)
 FD0929'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE LEVEL HOUSE, 8.02 METERS
 FD0929'(26.3 FT) SOUTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO THE
 FD0929'HOUSE, AND 7.22 METERS (23.7 FT) SOUTHEAST OF A 2.0 FOOT DIAMETER
 FD0929'CULVERT UNDER THE DRIVEWAY.
 FD0929'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FD0929'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0928 ***********************************************************************
 FD0928  DESIGNATION -  LAW RM 1
 FD0928  PID         -  FD0928
 FD0928  STATE/COUNTY-  TN/LAWRENCE
 FD0928  USGS QUAD   -  SUMMERTOWN (1976)
 FD0928
 FD0928                         *CURRENT SURVEY CONTROL
 FD0928  ___________________________________________________________________
 FD0928* NAD 83(1986)-  35 22 37.     (N)    087 16 25.     (W)     SCALED    
 FD0928* NAVD 88     -       305.833  (meters)    1003.39   (feet)  ADJUSTED  
 FD0928  ___________________________________________________________________
 FD0928  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0928  DYNAMIC HT  -         305.548 (meters)    1002.45  (feet)  COMP
 FD0928  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FD0928
 FD0928  VERT ORDER  -  FIRST     CLASS II
 FD0928
 FD0928.The horizontal coordinates were scaled from a topographic map and have
 FD0928.an estimated accuracy of +/- 6 seconds.
 FD0928
 FD0928.The orthometric height was determined by differential leveling
 FD0928.and adjusted by the National Geodetic Survey in June 1991..
 FD0928
 FD0928.The geoid height was determined by GEOID03.
 FD0928
 FD0928.The dynamic height is computed by dividing the NAVD 88
 FD0928.geopotential number by the normal gravity value computed on the
 FD0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0928.degrees latitude (g = 980.6199 gals.).
 FD0928
 FD0928.The modeled gravity was interpolated from observed gravity values.
 FD0928
 FD0928;                    North         East    Units  Estimated Accuracy
 FD0928;SPC TN       -   116,540.      484,280.      MT  (+/- 180 meters Scaled)
 FD0928
 FD0928                          SUPERSEDED SURVEY CONTROL
 FD0928
 FD0928  NGVD 29 (??/??/92)  305.793  (m)         1003.26   (f) ADJ UNCH    1 2
 FD0928
 FD0928.Superseded values are not recommended for survey control.
 FD0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0928.See file dsdata.txt to determine how the superseded data were derived.
 FD0928
 FD0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE751148(NAD 83)
 FD0928_MARKER: DD = SURVEY DISK
 FD0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0928_STAMPING: LAW RM 1 1962
 FD0928_MARK LOGO: TNHD  
 FD0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0928+STABILITY: SURFACE MOTION
 FD0928
 FD0928  HISTORY     - Date     Condition        Report By
 FD0928  HISTORY     - 1962     MONUMENTED       TNHD
 FD0928  HISTORY     - 1983     GOOD             NGS
 FD0928
 FD0928                          STATION DESCRIPTION
 FD0928
 FD0928'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0928'10 MI N FROM LAWRENCEBURG.
 FD0928'THIS MARK IS LOCATED AT THE LAW 1962 STATION SITE, 43 FEET WEST
 FD0928'OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 87 FEET NORTHEAST
 FD0928'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0928'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0928'THE GROUND.
 FD0928
 FD0928                          STATION RECOVERY (1983)
 FD0928
 FD0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0928'RECOVERED IN GOOD CONDITION.
 FD0928'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0658 ***********************************************************************
 FE0658  DESIGNATION -  LAW RM 1
 FE0658  PID         -  FE0658
 FE0658  STATE/COUNTY-  TN/HENDERSON
 FE0658  USGS QUAD   -  JUNO (1980)
 FE0658
 FE0658                         *CURRENT SURVEY CONTROL
 FE0658  ___________________________________________________________________
 FE0658* NAD 83(1986)-  35 43 42.     (N)    088 35 59.     (W)     SCALED    
 FE0658* NAVD 88     -       168.141  (meters)     551.64   (feet)  ADJUSTED  
 FE0658  ___________________________________________________________________
 FE0658  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0658  DYNAMIC HT  -         167.991 (meters)     551.15  (feet)  COMP
 FE0658  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE0658
 FE0658  VERT ORDER  -  SECOND    CLASS 0
 FE0658
 FE0658.The horizontal coordinates were scaled from a topographic map and have
 FE0658.an estimated accuracy of +/- 6 seconds.
 FE0658
 FE0658.The orthometric height was determined by differential leveling
 FE0658.and adjusted by the National Geodetic Survey in June 1991..
 FE0658
 FE0658.The geoid height was determined by GEOID03.
 FE0658
 FE0658.The dynamic height is computed by dividing the NAVD 88
 FE0658.geopotential number by the normal gravity value computed on the
 FE0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0658.degrees latitude (g = 980.6199 gals.).
 FE0658
 FE0658.The modeled gravity was interpolated from observed gravity values.
 FE0658
 FE0658;                    North         East    Units  Estimated Accuracy
 FE0658;SPC TN       -   157,900.      364,840.      MT  (+/- 180 meters Scaled)
 FE0658
 FE0658                          SUPERSEDED SURVEY CONTROL
 FE0658
 FE0658  NGVD 29 (??/??/??)  168.169  (m)          551.73   (f) ADJUSTED    2 0
 FE0658
 FE0658.Superseded values are not recommended for survey control.
 FE0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0658.See file dsdata.txt to determine how the superseded data were derived.
 FE0658
 FE0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE553549(NAD 83)
 FE0658_MARKER: DR = REFERENCE MARK DISK
 FE0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0658_STAMPING: LAW NO 1 1959
 FE0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0658+STABILITY: SURFACE MOTION
 FE0658
 FE0658  HISTORY     - Date     Condition        Report By
 FE0658  HISTORY     - 1959     MONUMENTED       CGS
 FE0658  HISTORY     - 1959     GOOD             CGS
 FE0658
 FE0658                          STATION DESCRIPTION
 FE0658
 FE0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0658'26 MI NE FROM JACKSON.
 FE0658'IT IS LOCATED AT THE LAW 1959 STATION SITE, 107.8 FEET NORTHEAST
 FE0658'OF THE STATION MARK, 56 FEET EAST-NORTHEAST OF THE CENTER OF
 FE0658'GURLEY CREEK ROAD, 45 FEET EAST-NORTHEAST OF THE CENTER OF A WIRE
 FE0658'GATE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FE0658'2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0926 ***********************************************************************
 FD0926  DESIGNATION -  LAW RM 2
 FD0926  PID         -  FD0926
 FD0926  STATE/COUNTY-  TN/LAWRENCE
 FD0926  USGS QUAD   -  SUMMERTOWN (1976)
 FD0926
 FD0926                         *CURRENT SURVEY CONTROL
 FD0926  ___________________________________________________________________
 FD0926* NAD 83(1986)-  35 22 37.     (N)    087 16 25.     (W)     SCALED    
 FD0926* NAVD 88     -       306.868  (meters)    1006.78   (feet)  ADJUSTED  
 FD0926  ___________________________________________________________________
 FD0926  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0926  DYNAMIC HT  -         306.582 (meters)    1005.84  (feet)  COMP
 FD0926  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FD0926
 FD0926  VERT ORDER  -  FIRST     CLASS II
 FD0926
 FD0926.The horizontal coordinates were scaled from a topographic map and have
 FD0926.an estimated accuracy of +/- 6 seconds.
 FD0926
 FD0926.The orthometric height was determined by differential leveling
 FD0926.and adjusted by the National Geodetic Survey in June 1991..
 FD0926
 FD0926.The geoid height was determined by GEOID03.
 FD0926
 FD0926.The dynamic height is computed by dividing the NAVD 88
 FD0926.geopotential number by the normal gravity value computed on the
 FD0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0926.degrees latitude (g = 980.6199 gals.).
 FD0926
 FD0926.The modeled gravity was interpolated from observed gravity values.
 FD0926
 FD0926;                    North         East    Units  Estimated Accuracy
 FD0926;SPC TN       -   116,540.      484,280.      MT  (+/- 180 meters Scaled)
 FD0926
 FD0926                          SUPERSEDED SURVEY CONTROL
 FD0926
 FD0926  NGVD 29 (??/??/92)  306.833  (m)         1006.67   (f) ADJ UNCH    1 2
 FD0926
 FD0926.Superseded values are not recommended for survey control.
 FD0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0926.See file dsdata.txt to determine how the superseded data were derived.
 FD0926
 FD0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE751148(NAD 83)
 FD0926_MARKER: DD = SURVEY DISK
 FD0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0926_STAMPING: LAW RM 2 1962
 FD0926_MARK LOGO: TNHD  
 FD0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0926+STABILITY: SURFACE MOTION
 FD0926
 FD0926  HISTORY     - Date     Condition        Report By
 FD0926  HISTORY     - 1962     MONUMENTED       TNHD
 FD0926  HISTORY     - 1983     GOOD             NGS
 FD0926
 FD0926                          STATION DESCRIPTION
 FD0926
 FD0926'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0926'10 MI N FROM LAWRENCEBURG.
 FD0926'THIS MARK IS LOCATED AT THE LAW 1962 STATION SITE, 49 FEET WEST
 FD0926'OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 85 FEET SOUTHEAST OF THE
 FD0926'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0926'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD0926'GROUND.
 FD0926
 FD0926                          STATION RECOVERY (1983)
 FD0926
 FD0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0926'RECOVERED IN GOOD CONDITION.
 FD0926'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FD0926'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0656 ***********************************************************************
 FE0656  DESIGNATION -  LAW RM 2
 FE0656  PID         -  FE0656
 FE0656  STATE/COUNTY-  TN/HENDERSON
 FE0656  USGS QUAD   -  JUNO (1980)
 FE0656
 FE0656                         *CURRENT SURVEY CONTROL
 FE0656  ___________________________________________________________________
 FE0656* NAD 83(1986)-  35 43 41.     (N)    088 35 59.     (W)     SCALED    
 FE0656* NAVD 88     -       169.234  (meters)     555.23   (feet)  ADJUSTED  
 FE0656  ___________________________________________________________________
 FE0656  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0656  DYNAMIC HT  -         169.084 (meters)     554.74  (feet)  COMP
 FE0656  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE0656
 FE0656  VERT ORDER  -  SECOND    CLASS 0
 FE0656
 FE0656.The horizontal coordinates were scaled from a topographic map and have
 FE0656.an estimated accuracy of +/- 6 seconds.
 FE0656
 FE0656.The orthometric height was determined by differential leveling
 FE0656.and adjusted by the National Geodetic Survey in June 1991..
 FE0656
 FE0656.The geoid height was determined by GEOID03.
 FE0656
 FE0656.The dynamic height is computed by dividing the NAVD 88
 FE0656.geopotential number by the normal gravity value computed on the
 FE0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0656.degrees latitude (g = 980.6199 gals.).
 FE0656
 FE0656.The modeled gravity was interpolated from observed gravity values.
 FE0656
 FE0656;                    North         East    Units  Estimated Accuracy
 FE0656;SPC TN       -   157,870.      364,840.      MT  (+/- 180 meters Scaled)
 FE0656
 FE0656                          SUPERSEDED SURVEY CONTROL
 FE0656
 FE0656  NGVD 29 (??/??/??)  169.263  (m)          555.32   (f) ADJUSTED    2 0
 FE0656
 FE0656.Superseded values are not recommended for survey control.
 FE0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0656.See file dsdata.txt to determine how the superseded data were derived.
 FE0656
 FE0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE553549(NAD 83)
 FE0656_MARKER: DR = REFERENCE MARK DISK
 FE0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0656_STAMPING: LAW NO 2 1959
 FE0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0656+STABILITY: SURFACE MOTION
 FE0656
 FE0656  HISTORY     - Date     Condition        Report By
 FE0656  HISTORY     - 1959     MONUMENTED       CGS
 FE0656  HISTORY     - 1959     GOOD             CGS
 FE0656
 FE0656                          STATION DESCRIPTION
 FE0656
 FE0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0656'26 MI NE FROM JACKSON.
 FE0656'IT IS LOCATED AT THE LAW 1959 STATION SITE, 89.1 FEET NORTH-NORTHWEST
 FE0656'OF THE STATION MARK, 16 FEET WEST-SOUTHWEST OF THE CENTER OF
 FE0656'GURLEY CREEK ROAD, 2 FEET WEST-SOUTHWEST OF A ROAD DITCH.  THE
 FE0656'MARK IS SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 FE0656'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0659 ***********************************************************************
 FE0659  DESIGNATION -  LAW RM 3
 FE0659  PID         -  FE0659
 FE0659  STATE/COUNTY-  TN/HENDERSON
 FE0659  USGS QUAD   -  JUNO (1980)
 FE0659
 FE0659                         *CURRENT SURVEY CONTROL
 FE0659  ___________________________________________________________________
 FE0659* NAD 83(1986)-  35 43 41.     (N)    088 35 59.     (W)     SCALED    
 FE0659* NAVD 88     -       169.71   (+/-2cm)     556.8    (feet)  VERTCON   
 FE0659  ___________________________________________________________________
 FE0659  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0659
 FE0659  VERT ORDER  -  THIRD (See Below)
 FE0659
 FE0659.The horizontal coordinates were scaled from a topographic map and have
 FE0659.an estimated accuracy of +/- 6 seconds.
 FE0659
 FE0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0659.The vertical order pertains to the NGVD 29 superseded value.
 FE0659
 FE0659.The geoid height was determined by GEOID03.
 FE0659
 FE0659;                    North         East    Units  Estimated Accuracy
 FE0659;SPC TN       -   157,870.      364,840.      MT  (+/- 180 meters Scaled)
 FE0659
 FE0659                          SUPERSEDED SURVEY CONTROL
 FE0659
 FE0659  NGVD 29 (??/??/??)  169.74   (m)          556.9    (f) RESET       3  
 FE0659
 FE0659.Superseded values are not recommended for survey control.
 FE0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0659.See file dsdata.txt to determine how the superseded data were derived.
 FE0659
 FE0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE553549(NAD 83)
 FE0659_MARKER: DR = REFERENCE MARK DISK
 FE0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0659_STAMPING: LAW NO 3 1959
 FE0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0659+STABILITY: SURFACE MOTION
 FE0659
 FE0659  HISTORY     - Date     Condition        Report By
 FE0659  HISTORY     - 1961     MONUMENTED       TNHD
 FE0659  HISTORY     - 1961     GOOD             CGS
 FE0659
 FE0659                          STATION DESCRIPTION
 FE0659
 FE0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE0659'3.6 MI N FROM JACKSON.
 FE0659'THIS MARK IS LOCATED 3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM
 FE0659'THE INTERSECTION OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85
 FE0659'MILES NORTHEAST ALONG INTERSTATE HIGHWAY 40, THEN 0.55 MILE SOUTHWEST
 FE0659'ALONG U.S. HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ALONG STATE
 FE0659'HIGHWAY 20, THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD, THENCE
 FE0659'2.95 MILES EAST ON HARTMAS LANE, THENCE 2.1 MILES NORTH ON LAW
 FE0659'ROAD, THENCE 2.0 MILES SOUTHEAST ALONG GURLEY CREEK ROAD, IT IS
 FE0659'45.5 FEET SOUTHWEST OF STATION AND 25 FEET SOUTHWEST OF AN
 FE0659'EAST-WEST FENCE, AND IS SET IN TOP OF A CONCRETE POST FLUSH WITH
 FE0659'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0660 ***********************************************************************
 FE0660  DESIGNATION -  LAW RM 4
 FE0660  PID         -  FE0660
 FE0660  STATE/COUNTY-  TN/HENDERSON
 FE0660  USGS QUAD   -  JUNO (1980)
 FE0660
 FE0660                         *CURRENT SURVEY CONTROL
 FE0660  ___________________________________________________________________
 FE0660* NAD 83(1986)-  35 43 43.     (N)    088 35 58.     (W)     SCALED    
 FE0660* NAVD 88     -       168.04   (+/-2cm)     551.3    (feet)  VERTCON   
 FE0660  ___________________________________________________________________
 FE0660  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0660
 FE0660  VERT ORDER  -  THIRD (See Below)
 FE0660
 FE0660.The horizontal coordinates were scaled from a topographic map and have
 FE0660.an estimated accuracy of +/- 6 seconds.
 FE0660
 FE0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0660.The vertical order pertains to the NGVD 29 superseded value.
 FE0660
 FE0660.The geoid height was determined by GEOID03.
 FE0660
 FE0660;                    North         East    Units  Estimated Accuracy
 FE0660;SPC TN       -   157,930.      364,860.      MT  (+/- 180 meters Scaled)
 FE0660
 FE0660                          SUPERSEDED SURVEY CONTROL
 FE0660
 FE0660  NGVD 29 (??/??/??)  168.06   (m)          551.4    (f) RESET       3  
 FE0660
 FE0660.Superseded values are not recommended for survey control.
 FE0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0660.See file dsdata.txt to determine how the superseded data were derived.
 FE0660
 FE0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE553550(NAD 83)
 FE0660_MARKER: DR = REFERENCE MARK DISK
 FE0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0660_STAMPING: LAW NO 4 1959
 FE0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0660+STABILITY: SURFACE MOTION
 FE0660
 FE0660  HISTORY     - Date     Condition        Report By
 FE0660  HISTORY     - 1961     MONUMENTED       TNHD
 FE0660  HISTORY     - 1961     GOOD             CGS
 FE0660
 FE0660                          STATION DESCRIPTION
 FE0660
 FE0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE0660'3.6 MI N FROM JACKSON.
 FE0660'THIS MARK IS LOCATED 3.65 MILES NORTH ALONG STATE HIGHWAY 20
 FE0660'FROM THE INTERSECTION OF U.S. HIGHWAY 70 IN JACKSON, THENCE 8.85
 FE0660'MILES NORTHEAST ALONG INTERSTATE HIGHWAY 40, THEN 0.55 MILE
 FE0660'SOUTHWEST ALONG U.S. HIGHWAY 70, THENCE 2.6 MILES NORTHEAST ALONG
 FE0660'STATE HIGHWAY 20, THENCE 3.1 MILES NORTHEAST ON BROWNS CHURCH ROAD,
 FE0660'THENCE 2.95 MILES EAST ON HARTMAS LANE, THENCE 2.1 MILES NORTH ON
 FE0660'LAW ROAD, THENCE 2.0 MILES SOUTHEAST ALONG GURLEY CREEK ROAD.
 FE0660'THIS MARK IS LOCATED AT THE LAW 1959 STATION SITE, 185.4 FEET
 FE0660'NORTHEAST OF STATION AND 110 FEET NORTHEAST OF A FENCE AND 100 FEET
 FE0660'NORTHEAST OF THE CENTER OF A GRAVELED ROAD, AND SET IN TOP OF A
 FE0660'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0817 ***********************************************************************
 FD0817  DESIGNATION -  LAWRENCEBURG AZ MK RESET
 FD0817  PID         -  FD0817
 FD0817  STATE/COUNTY-  TN/LAWRENCE
 FD0817  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0817
 FD0817                         *CURRENT SURVEY CONTROL
 FD0817  ___________________________________________________________________
 FD0817* NAD 83(1986)-  35 14 27.     (N)    087 19 32.     (W)     SCALED    
 FD0817* NAVD 88     -       268.624  (meters)     881.31   (feet)  ADJUSTED  
 FD0817  ___________________________________________________________________
 FD0817  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD0817  DYNAMIC HT  -         268.368 (meters)     880.47  (feet)  COMP
 FD0817  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 FD0817
 FD0817  VERT ORDER  -  FIRST     CLASS II
 FD0817
 FD0817.The horizontal coordinates were scaled from a topographic map and have
 FD0817.an estimated accuracy of +/- 6 seconds.
 FD0817
 FD0817.The orthometric height was determined by differential leveling
 FD0817.and adjusted by the National Geodetic Survey in June 1991..
 FD0817
 FD0817.The geoid height was determined by GEOID03.
 FD0817
 FD0817.The dynamic height is computed by dividing the NAVD 88
 FD0817.geopotential number by the normal gravity value computed on the
 FD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0817.degrees latitude (g = 980.6199 gals.).
 FD0817
 FD0817.The modeled gravity was interpolated from observed gravity values.
 FD0817
 FD0817;                    North         East    Units  Estimated Accuracy
 FD0817;SPC TN       -   101,510.      479,350.      MT  (+/- 180 meters Scaled)
 FD0817
 FD0817                          SUPERSEDED SURVEY CONTROL
 FD0817
 FD0817.No superseded survey control is available for this station.
 FD0817
 FD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD703998(NAD 83)
 FD0817_MARKER: DD = SURVEY DISK
 FD0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0817_STAMPING: LAWRENCEBURG 1934 RESET 1962
 FD0817_MARK LOGO: CGS   
 FD0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0817+STABILITY: SURFACE MOTION
 FD0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0817+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0817
 FD0817  HISTORY     - Date     Condition        Report By
 FD0817  HISTORY     - 1962     MONUMENTED       CGS
 FD0817  HISTORY     - 1962     GOOD             TNHD
 FD0817  HISTORY     - 1983     GOOD             NGS
 FD0817  HISTORY     - 20010226 GOOD             TNDT
 FD0817
 FD0817                          STATION DESCRIPTION
 FD0817
 FD0817'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0817'0.3 MI E FROM LAWRENCEBURG.
 FD0817'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43
 FD0817'IN LAWRENCEBURG, GO EAST ON U.S. HIGHWAY 64 FOR 0.30 MILE NEAR
 FD0817'THE FORK FORMED BY EAST GAINES STREET AND PULASKI STREET, 47 FEET
 FD0817'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 27 FEET NORTHEAST
 FD0817'OF A POWERLINE POLE, 22 FEET SOUTH OF THE CENTERLINE OF ADMIRAL
 FD0817'CIRCLE AT POINT OF CURVE AND 1.9 FEET EAST OF A METAL WITNESS
 FD0817'POST.  IT IS A STANDARD DISK SET IN TOP OF A 12-INCH SQUARE,
 FD0817'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 FD0817
 FD0817                          STATION RECOVERY (1983)
 FD0817
 FD0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0817'RECOVERED IN GOOD CONDITION.  NOTE, 8.2 METERS (27.0 FT) NORTHEAST OF
 FD0817'A GUYED POWERLINE POLE AND WITNESS POST.
 FD0817'THE MARK IS 1.5 M ABOVE HIGHWAY 64.
 FD0817
 FD0817                          STATION RECOVERY (2001)
 FD0817
 FD0817'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1544 ***********************************************************************
 FD1544  DESIGNATION -  LAWRENCEBURG CATHOLIC CH SPIRE
 FD1544  PID         -  FD1544
 FD1544  STATE/COUNTY-  TN/LAWRENCE
 FD1544  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1544
 FD1544                         *CURRENT SURVEY CONTROL
 FD1544  ___________________________________________________________________
 FD1544* NAD 83(1995)-  35 14 46.12817(N)    087 20 06.80177(W)     ADJUSTED  
 FD1544* NAVD 88     -                                                        
 FD1544  ___________________________________________________________________
 FD1544  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FD1544  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD1544
 FD1544  HORZ ORDER  -  THIRD
 FD1544
 FD1544.The horizontal coordinates were established by classical geodetic methods
 FD1544.and adjusted by the National Geodetic Survey in April 1999..
 FD1544
 FD1544
 FD1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1544
 FD1544.The geoid height was determined by GEOID03.
 FD1544
 FD1544;                    North         East     Units Scale Factor Converg.
 FD1544;SPC TN       -   102,106.010   478,479.787   MT  1.00000068   -0 46 54.1
 FD1544;SPC TN       -   334,992.80  1,569,812.43   sFT  1.00000068   -0 46 54.1
 FD1544;UTM  16      - 3,900,391.841   469,502.200   MT  0.99961146   -0 11 36.4
 FD1544
 FD1544                          SUPERSEDED SURVEY CONTROL
 FD1544
 FD1544  NAD 83(1995)-  35 14 46.12906(N)    087 20 06.80285(W) AD(       ) 4
 FD1544  NAD 83(1995)-  35 14 46.13723(N)    087 20 06.80337(W) AD(       ) 4
 FD1544  NAD 83(1986)-  35 14 46.13940(N)    087 20 06.80301(W) AD(       ) 4
 FD1544  NAD 27      -  35 14 45.84700(N)    087 20 06.72900(W) AD(       ) 3
 FD1544
 FD1544.Superseded values are not recommended for survey control.
 FD1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1544.See file dsdata.txt to determine how the superseded data were derived.
 FD1544
 FD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6950200392(NAD 83)
 FD1544_MARKER: 90 = CHURCH SPIRE
 FD1544
 FD1544  HISTORY     - Date     Condition        Report By
 FD1544  HISTORY     - 1934     FIRST OBSERVED   TNHD
 FD1544  HISTORY     - 1962     GOOD             TNHD
 FD1544  HISTORY     - 1973     GOOD             TVA
 FD1544
 FD1544                          STATION DESCRIPTION
 FD1544
 FD1544'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1544'THE STATION IS LOCATED ABOUT 0.3 MILE NORTHWEST OF DOWNTOWN
 FD1544'LAWRENCEBURG.
 FD1544'
 FD1544'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 43 AND 64
 FD1544'IN LAWRENCEBURG, GO
 FD1544'0.3 MILE WEST ON U S HIGHWAY 64 TO MAHR AVENUE ON
 FD1544'THE RIGHT, TURN RIGHT, AND GO 0.3
 FD1544'MILE NORTH ON MAHR AVENUE TO BERGER
 FD1544'STREET AND THE STATION ON THE LEFT.
 FD1544'
 FD1544'IT IS A RED BRICK BUILDING WITH A BLACK SPIRE.  THE OVER-ALL HEIGHT
 FD1544'IS ABOUT 100 FEET.  THE
 FD1544'CROSS AT THE TOP OF THE SPIRE WAS THE POINT
 FD1544'INTERSECTED.
 FD1544
 FD1544                          STATION RECOVERY (1973)
 FD1544
 FD1544'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (HEL)
 FD1544'LAWRENCEBURG CATHOLIC CHURCH SPIRE RECOVERED IN VERY GOOD CONDITION.
 FD1544'CHURCH LOCATED IN APPROX. CENTER OF BLOCK EAST-WEST.  WEST OF MAHR
 FD1544'AVE. ON THE NORTH SIDE BERGER STREET.  CROSS ON APEX OF SPIRE FACES
 FD1544'SOUTH.  BRICK BUILDING WITH SPIRE AND BELL HOUSE COVERED WITH
 FD1544'COPPER.  (NOT TO BE CONFUSED WITH CHURCH SPIRE 2 BLOCKS EAST).
 FD1544'
 FD1544'DISTANCE AND DIRECTION FROM NEAREST TOWN IN LAWRENCEBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1545 ***********************************************************************
 FD1545  DESIGNATION -  LAWRENCEBURG MUNICIPAL TANK
 FD1545  PID         -  FD1545
 FD1545  STATE/COUNTY-  TN/LAWRENCE
 FD1545  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1545
 FD1545                         *CURRENT SURVEY CONTROL
 FD1545  ___________________________________________________________________
 FD1545* NAD 83(1995)-  35 14 30.78601(N)    087 20 01.57285(W)     ADJUSTED  
 FD1545* NAVD 88     -                                                        
 FD1545  ___________________________________________________________________
 FD1545  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FD1545  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 FD1545
 FD1545  HORZ ORDER  -  THIRD
 FD1545
 FD1545.The horizontal coordinates were established by classical geodetic methods
 FD1545.and adjusted by the National Geodetic Survey in April 1999..
 FD1545
 FD1545
 FD1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1545
 FD1545.The geoid height was determined by GEOID03.
 FD1545
 FD1545;                    North         East     Units Scale Factor Converg.
 FD1545;SPC TN       -   101,631.435   478,605.527   MT  1.00000144   -0 46 51.0
 FD1545;SPC TN       -   333,435.80  1,570,224.97   sFT  1.00000144   -0 46 51.0
 FD1545;UTM  16      - 3,899,918.767   469,632.755   MT  0.99961136   -0 11 33.3
 FD1545
 FD1545                          SUPERSEDED SURVEY CONTROL
 FD1545
 FD1545  NAD 83(1995)-  35 14 30.78687(N)    087 20 01.57392(W) AD(       ) 4
 FD1545  NAD 83(1995)-  35 14 30.79482(N)    087 20 01.57447(W) AD(       ) 4
 FD1545  NAD 83(1986)-  35 14 30.79712(N)    087 20 01.57414(W) AD(       ) 4
 FD1545  NAD 27      -  35 14 30.50000(N)    087 20 01.50000(W) AD(       ) 3
 FD1545
 FD1545.Superseded values are not recommended for survey control.
 FD1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1545.See file dsdata.txt to determine how the superseded data were derived.
 FD1545
 FD1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6963399919(NAD 83)
 FD1545_MARKER: 53 = ELEVATED TANK
 FD1545
 FD1545  HISTORY     - Date     Condition        Report By
 FD1545  HISTORY     - 1934     FIRST OBSERVED   TNHD
 FD1545  HISTORY     - 1962     GOOD             TNHD
 FD1545  HISTORY     - 1973     GOOD             TVA
 FD1545
 FD1545                          STATION DESCRIPTION
 FD1545
 FD1545'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1545'THE STATION IS LOCATED IN LAWRENCEBURG.
 FD1545'
 FD1545'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAYS 64 AND U S
 FD1545'HIGHWAY 43 IN
 FD1545'LAWRENCEBURG, GO 0.2 MILE WEST ON U S HIGHWAY 64 TO THE
 FD1545'STATION ON THE RIGHT.
 FD1545'
 FD1545'IT IS A 4 LEGGED STEEL STRUCTURE PAINTED ALUMINUM WITH BLACK
 FD1545'LETTERING
 FD1545'LAWRENCEBURG WELCOMES YOU ON THE SIDE OF THE TANK.  THE OVERALL
 FD1545'HEIGHT IS ABOUT
 FD1545'100 FEET.  THE POINT INTERSECTED WAS THE BELL ON THE
 FD1545'TOP.
 FD1545
 FD1545                          STATION RECOVERY (1973)
 FD1545
 FD1545'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (HEL)
 FD1545'LAWRENCEBURG WATER TANK RECOVERED IN GOOD CONDITION.  ON THE
 FD1545'NORTHSIDE OF GAINES STREET ONE BLOCK WEST OF THE L AND N RAILROAD.
 FD1545'LAWRENCEBURG FIRE DEPT., A BRICK BUILDING, BUILT BENEATH THE TANK.
 FD1545'K-34 MON. IS 4 FEET + OR - SOUTH OF THE S. E. LOG OF THE TANK.
 FD1545'
 FD1545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN LAWRENCEBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0819 ***********************************************************************
 FD0819  DESIGNATION -  LAWRENCEBURG RESET
 FD0819  PID         -  FD0819
 FD0819  STATE/COUNTY-  TN/LAWRENCE
 FD0819  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0819
 FD0819                         *CURRENT SURVEY CONTROL
 FD0819  ___________________________________________________________________
 FD0819* NAD 83(1995)-  35 14 21.13413(N)    087 19 13.78754(W)     ADJUSTED  
 FD0819* NAVD 88     -       275.726  (meters)     904.61   (feet)  ADJUSTED  
 FD0819  ___________________________________________________________________
 FD0819  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FD0819  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0819  DYNAMIC HT  -         275.464 (meters)     903.75  (feet)  COMP
 FD0819  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0819
 FD0819  HORZ ORDER  -  THIRD
 FD0819  VERT ORDER  -  FIRST     CLASS II
 FD0819
 FD0819.The horizontal coordinates were established by classical geodetic methods
 FD0819.and adjusted by the National Geodetic Survey in April 1999..
 FD0819
 FD0819.The orthometric height was determined by differential leveling
 FD0819.and adjusted by the National Geodetic Survey in June 1991..
 FD0819
 FD0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0819
 FD0819.The geoid height was determined by GEOID03.
 FD0819
 FD0819.The dynamic height is computed by dividing the NAVD 88
 FD0819.geopotential number by the normal gravity value computed on the
 FD0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0819.degrees latitude (g = 980.6199 gals.).
 FD0819
 FD0819.The modeled gravity was interpolated from observed gravity values.
 FD0819
 FD0819;                    North         East     Units Scale Factor Converg.
 FD0819;SPC TN       -   101,317.627   479,809.560   MT  1.00000192   -0 46 23.1
 FD0819;SPC TN       -   332,406.25  1,574,175.20   sFT  1.00000192   -0 46 23.1
 FD0819;UTM  16      - 3,899,617.453   470,839.474   MT  0.99961048   -0 11 05.7
 FD0819
 FD0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0819!SPC TN       -   0.99996107  x   1.00000192  =   0.99996299
 FD0819!UTM  16      -   0.99996107  x   0.99961048  =   0.99957156
 FD0819
 FD0819|---------------------------------------------------------------------|
 FD0819| PID    Reference Object                     Distance      Geod. Az  |
 FD0819|                                                           dddmmss.s |
 FD0819| FD0820 LAWRENCEBURG RM 1                    34.162 METERS 07316     |
 FD0819| FD0821 LAWRENCEBURG RM 3                    42.187 METERS 08044     |
 FD0819| CG6741 LAWRENCEBURG AZ MK                                 2793441.9 |
 FD0819| CG6742 LAWRENCEBURG AZ MK RESET                           2813557.6 |
 FD0819| FD1545 LAWRENCEBURG MUNICIPAL TANK         APPROX. 1.2 KM 2835005.8 |
 FD0819| FD1544 LAWRENCEBURG CATHOLIC CH SPIRE      APPROX. 1.5 KM 2995321.6 |
 FD0819| CG6743 LAWRENCEBURG RM 2                    39.045 METERS 30200     |
 FD0819| FD0818 LAWRENCEBURG RM 4                    35.031 METERS 30555     |
 FD0819|---------------------------------------------------------------------|
 FD0819
 FD0819                          SUPERSEDED SURVEY CONTROL
 FD0819
 FD0819  NAD 83(1995)-  35 14 21.13495(N)    087 19 13.78846(W) AD(       ) 3
 FD0819  NAD 83(1995)-  35 14 21.14297(N)    087 19 13.78901(W) AD(       ) 3
 FD0819  NAD 83(1986)-  35 14 21.14513(N)    087 19 13.78869(W) AD(       ) 3
 FD0819  NAD 27      -  35 14 20.85200(N)    087 19 13.71500(W) AD(       ) 3
 FD0819  NGVD 29 (07/19/86)  275.6    (m)          904.     (f) VERT ANG       
 FD0819
 FD0819.Superseded values are not recommended for survey control.
 FD0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0819.See file dsdata.txt to determine how the superseded data were derived.
 FD0819
 FD0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7083999617(NAD 83)
 FD0819_MARKER: DD = SURVEY DISK
 FD0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0819_STAMPING: LAWRENCEBURG 1934 1962
 FD0819_MARK LOGO: CGS   
 FD0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0819+STABILITY: SURFACE MOTION
 FD0819
 FD0819  HISTORY     - Date     Condition        Report By
 FD0819  HISTORY     - 1934     MONUMENTED       CGS
 FD0819  HISTORY     - 1950     GOOD             CGS
 FD0819  HISTORY     - 1962     GOOD             TNHD
 FD0819  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FD0819  HISTORY     - 1962     GOOD             TNHD
 FD0819  HISTORY     - 1964     GOOD             CGS
 FD0819  HISTORY     - 1972     GOOD             NGS
 FD0819  HISTORY     - 1983     GOOD             NGS
 FD0819  HISTORY     - 20010226 POOR             TNDT
 FD0819
 FD0819                          STATION DESCRIPTION
 FD0819
 FD0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD0819'ABOUT 0.85 MILE EAST OF LAWRENCEBURG, 18 FEET SOUTH OF CENTER LINE OF
 FD0819'U S ROUTE 64, AND
 FD0819'20 FEET EAST OF ENTRANCE TO MIAMI CEMETERY.  TO
 FD0819'REACH FROM LAWRENCEBURG, GO EAST
 FD0819'0.85 MILE ON U S ROUTE 64 TO
 FD0819'CEMETERY ON SOUTH SIDE OF ROAD AND STATION.
 FD0819'SURFACE AND UNDERGROUND
 FD0819'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE
 FD0819'AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 FD0819'NO 1 IS 25 FEET NORTH OF
 FD0819'CENTER LINE OF HIGHWAY AND 112.14 FEET FROM
 FD0819'STATION.  NO 2 IS
 FD0819'25 FEET NORTH OF CENTER
 FD0819'LINE OF HIGHWAY AND 128.10 FEET FROM STATION N 55 DEG W.
 FD0819'DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 2 IS 218.90 FEET.
 FD0819'AZIMUTH MARK IS ON
 FD0819'PROPERTY OF MERIDA HUCKABA, 9 YARDS NORTH OF
 FD0819'CENTER LINE OF HIGHWAY, AND 0.3 MILE
 FD0819'FROM STATION N 80 DEG 29 MIN W.
 FD0819
 FD0819                          STATION RECOVERY (1950)
 FD0819
 FD0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (MAH)
 FD0819'STATION WAS RECOVERED IN GOOD CONDITION.
 FD0819'
 FD0819'STATION IS LOCATED 0.85 MILE E OF LAWRENCEBURG.  THE DISK IS STAMPED
 FD0819'LAWRENCEBURG.
 FD0819'
 FD0819'MARKER IS SET 2 FEET W OF THE STATION.
 FD0819'
 FD0819'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION, BUT SIGNS
 FD0819'WERE NOT SET BY
 FD0819'THEM.
 FD0819'
 FD0819'AZIMUTH MARK WAS NOT FOUND.  RESIDENTS IN THE VICINITY CANNOT RECALL
 FD0819'ANY PERSON NAMED
 FD0819'MERIDA HUCKABA.  LOCATION  FALLS IN A
 FD0819'YARD WHICH HAS BEEN LANDSCAPED.
 FD0819'MARK HAS PROBABLY BEEN DESTROYED.
 FD0819
 FD0819                          STATION RECOVERY (1962)
 FD0819
 FD0819'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0819'THE STATION WAS RECOVED AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND
 FD0819'THE DESCRIPTION IS
 FD0819'COMPLETELY ADEQUATE.
 FD0819
 FD0819                          STATION RECOVERY (1962)
 FD0819
 FD0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD0819'THE STATION AND ALL MARKS WERE RECOVERED.  THE SURFACE STATION MARK
 FD0819'WAS FOUND TILTED AND THE
 FD0819'OLD MARK WAS REMOVED AND A NEW SURFACE MARK
 FD0819'ESTABLISHED OVER THE ORIGINAL
 FD0819'UNDERGROUND MARK.  REFERENCE MARK NO 1
 FD0819'WAS FOUND IN FAIR CONDITION AND WAS IN NO WAY
 FD0819'DISTURBED.  REFERENCE
 FD0819'MARK NO 2 WAS FOUND IN A COMPLETELY DIFFERENT LOCATION THAN THE
 FD0819'ORIGINAL
 FD0819'DESCRIPTION GAVE, AND BEING IN A LAWN, THE MARK WAS
 FD0819'DESTROYED AND THE DISK
 FD0819'REMOVED.  THE ORIGINAL DESCRIPTION FOR THE
 FD0819'AZIMUTH MARK WAS IN ERROR FROM THE
 FD0819'STATION ABOUT 0.3 MILE AND WHEN
 FD0819'RECOVERED WAS FOUND BEHIND THE CORNER OF A STORE AND
 FD0819'OF NO FURTHER
 FD0819'VALUE.  THE MARK WAS DESTROYED AND THE DISK REMOVED.  A NEW REFERENCE
 FD0819'MARK NO 3,
 FD0819'REFERENCE MARK NO 4 AND AN AZIMUTH WERE ESTABLISHED AT AT
 FD0819'THE TIME OF THIS RECOVERY.  A
 FD0819'TRAVERSE TIE WAS MADE TO THIS STATION
 FD0819'BY TELLUROMETER AND ANGLE MEASUREMENTS FROM
 FD0819'TENNESSEE HIGHWAY CONTROL
 FD0819'SURVEY STATION SHOAL.  STATION LAWRENCEBURG WAS THEN OCCUPIED
 FD0819'AND THE REFERENCE
 FD0819'MARKS AND AZIMUTH MARK OUT IN USING STATION SHOAL AS THE
 FD0819'INITIAL.
 FD0819'
 FD0819'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD0819'
 FD0819'THE STATION IS ALONG THE SOUTH RIGHT-OF-WAY OF U S HIGHWAY 64 NEAR
 FD0819'THE ENTRANCE TO THE MIMOSA
 FD0819'CEMETERY AT LAWRENCEBURG.
 FD0819'
 FD0819'TO REACH FROM THE TRAFFIC LIGHT ONE BLOCK NORTH OF THE LAWRENCE
 FD0819'COUNTY COURTHOUSE
 FD0819'SQUARE IN LAWRENCEBURG, GO EAST ON U S HIGHWAY 64 FOR 0.25
 FD0819'MILE TO THE JUNCTION OF U S
 FD0819'HIGHWAY 43, HERE CONTINUE EAST ON U S
 FD0819'HIGHWAY 64 FOR 0.3 MILE TO THE AZIMUTH MARK ON
 FD0819'THE LEFT, CONTINUE
 FD0819'EAST ON U S HIGHWAY 64 FOR 0.3 MILE TO THE ENTRANCE TO THE MIMOSA
 FD0819'CEMETERY ON
 FD0819'THE RIGHT AND THE STATION.
 FD0819'
 FD0819'THE STATION IS 39 FEET EAST OF A TELEPHONE POLE, 21 FEET EAST OF THE
 FD0819'APPROXIMATE CENTER
 FD0819'OF THE CEMETERY DRIVE, 20 FEET SOUTH OF THE
 FD0819'APPROXIMATE CENTER OF U S HIGHWAY 64,
 FD0819'10 FEET NORTHWEST OF THE EAST
 FD0819'PIER OF THE CEMETERY GATE, 4.2 FEET NORTH OF A METAL
 FD0819'WITNESS POST AND
 FD0819'SIGN, AND DIRECTLY UNDER A TELEPHONE LINE.  IT IS A STANDARD DISK SET
 FD0819'IN THE TOP OF A
 FD0819'12-INCH, SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK
 FD0819'IS STAMPED LAWRENCEBURG 1934 1962.
 FD0819'
 FD0819'REFERENCE MARK NO 1 IS ACROSS THE HIGHWAY FROM THE STATION UNDER A
 FD0819'HEDGE, 30 FEET
 FD0819'WEST OF POWERLINE POLE NO 38, 29 FEET NORTH OF THE
 FD0819'APPROXIMATE CENTER OF U S HIGHWAY
 FD0819'64, AND 22 FEET WEST OF THE
 FD0819'APPROXIMATE CENTER OF AN ALLEY.  IT IS A STANDARD
 FD0819'DISK SET IN THE TOP
 FD0819'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND
 FD0819'THE DISK IS
 FD0819'STAMPED LAWRENCEBURG NO 1 1934.
 FD0819'
 FD0819'REFERENCE MARK NO 3 IS ACROSS THE HIGHWAY FROM THE STATION, 23 FEET
 FD0819'NORTH OF THE APPROXIMATE
 FD0819'CENTER OF U S HIGHWAY 64, 8 FEET EAST OF THE
 FD0819'APPROXIMATE CENTER OF AN ALLEY,
 FD0819'AND 2 FEET SOUTHEAST OF POWERLINE
 FD0819'POLE NO 38.  IT IS A STANDARD DISK SET IN THE TOP
 FD0819'OF A 12-INCH,
 FD0819'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED LAWRENCEBURG
 FD0819'NO 3 1934.
 FD0819'
 FD0819'REFERENCE MARK NO 4 IS AT THE SOUTH END OF THE MEDIAN STRIP OF
 FD0819'CAPERTON AVENUE, 31 FEET
 FD0819'WEST OF A FIRE HYDRANT IN THE NORTHEAST ANGLE, 28 FEET EAST
 FD0819'OF A POWERLINE POLE IN THE
 FD0819'NORTHWEST ANGLE, 3.8 FEET SOUTH OF A
 FD0819'REGULATORY SIGN KEEP OUT, AND 2.2 FEET NORTH
 FD0819'OF THE SOUTH EDGE OF THE
 FD0819'MEDIAN CURB.  IT IS A STANDARD DISK SET IN TNE TOP OF A
 FD0819'12-INCH,
 FD0819'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED LAWRENCEBURG
 FD0819'NO 4 1934.
 FD0819'
 FD0819'THE AZIMUTH MARK IS ALONG THE NORTH RIGHT-OF-WAY OF U S HIGHWAY 64
 FD0819'NEAR THE FORK FORMED BY
 FD0819'THE INTERSECTION OF EAST GAINS STREET AND PULASKI
 FD0819'STREET, 47 FEET NORTH OF THE
 FD0819'APPROXIMATE CENTER OF U S HIGHWAY 64, 27
 FD0819'FEET NORTHEAST OF A POWERLINE POLE, 22 FEET
 FD0819'SOUTH OF THE APPROXIMATE
 FD0819'CENTER OF ADMIRAL CIRCLE AT POINT OF CURVE, AND 1.9 FEET EAST
 FD0819'OF A METAL
 FD0819'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD0819'A 12-INCH, SQUARE, FLUSH
 FD0819'CONCRETE MONUMENT AND THE DISK IS STAMPED
 FD0819'LAWRENCEBURG 1934 RESET 1962.
 FD0819'
 FD0819'THE HORIZONTAL DISTANCE BETWEEN REFERENCE NO 1 AND REFERENCE MARK NO
 FD0819'3 IS 31.10 FEET
 FD0819
 FD0819                          STATION RECOVERY (1962)
 FD0819
 FD0819'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0819'0.6 MI E FROM LAWRENCEBURG.
 FD0819'FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND U.S. HIGHWAY 43 IN
 FD0819'LAWRENCEBURG, GO EAST ON U.S. HIGHWAY 64 FOR 0.55 MILE NEAR THE
 FD0819'MIMOSA CEMETERY AT LAWRENCEBURG.  THE STATION MARK IS 20 FEET
 FD0819'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 21 FEET EAST OF THE
 FD0819'CENTERLINE OF THE CEMETERY DRIVE, 39 FEET EAST OF A TELEPHONE POLE
 FD0819'AND 4.2 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FD0819'DISK SET IN TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 FD0819'WITH THE GROUND.
 FD0819
 FD0819                          STATION RECOVERY (1964)
 FD0819
 FD0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FD0819'STATION MARK AND 1962 AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 FD0819'DESCRIPTION READS MIAMI CEMETERY, SHOULD READ MIMOSA CEMETERY.
 FD0819
 FD0819                          STATION RECOVERY (1972)
 FD0819
 FD0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FD0819'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FD0819'CONDITION.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 FD0819'OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS, AND THE
 FD0819'VALUES OBTAINED THIS DATE CHECKED THE 1962 RECOVERY NOTE VALUES
 FD0819'WELL WITHIN THE REQUIRED LIMITS.  VERTICAL ANGLES WERE OBSERVED
 FD0819'UPON THE REFERENCE MARKS AND SLOPE DISTANCES MEASURED.  WHEN
 FD0819'CUMPUTED AND REDUCED TO THE HORIZONTAL THE FOLLOWING
 FD0819'DISCREPANCIES WERE NOTED.  0.04 OF A FOOT FOR REFERENCE MARK NO.
 FD0819'1, 0.03 OF A FOOT FOR REFERENCE MARK NO. 3, AND 0.03 OF A
 FD0819'FOOT FOR REFERENCE MARK NO. 4.
 FD0819'
 FD0819'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD0819'
 FD0819'THE STATION IS LOCATED IN THE EASTERN SECTOR OF LAWRENCEBURG, ALONG
 FD0819'THE SOUTH RIGHT-OF-WAY OF U. S. HIGHWAY 64, AND NEAR THE ENTRANCE OF
 FD0819'THE MIMOSA CEMETERY.
 FD0819'
 FD0819'TO REACH THE STATION FROM THE TRAFFIC LIGHT ONE BLOCK NORTH OF THE
 FD0819'LAWRENCE COUNTY COURTHOUSE SQUARE IN LAWRENCEBURG, GO EAST ON U. S.
 FD0819'HIGHWAY 64 FOR 0.25 OF A MILE TO THE JUNCTION OF U. S. HIGHWAY 43,
 FD0819'HERE CONTINUE EAST ON U. S. HIGHWAY 64 FOR 0.3 OF A MILE TO THE
 FD0819'AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON U. S. HIGHWAY 64 FOR
 FD0819'0.3 OF A MILE TO THE ENTRANCE INTO THE MIMOSA CEMETERY ON THE RIGHT
 FD0819'AND THE STATION AS DESCRIBED.
 FD0819'
 FD0819'THE STATION IS 39 FEET EAST OF A TELEPHONE POLE, 21 FEET EAST OF THE
 FD0819'APPROXIMATE CENTER OF THE CEMETERY DRIVE, 20 FEET SOUTH OF THE
 FD0819'APPROXIMATE CENTER OF U. S. HIGHWAY 64, 10 FEET NORTHWEST OF THE
 FD0819'EAST PIER OF THE CEMETERY ENTRANCE GATE, 4.2 FEET NORTH OF A METAL
 FD0819'WITNESS POST AND SIGN, AND DIRECTLY UNDER A TELEPHONE LINE.  IT IS A
 FD0819'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FD0819'MONUMENT AND THE DISK IS STAMPED LAWRENCEBURG 1934 1962.
 FD0819'
 FD0819'REFERENCE MARK NO. 1 IS ACROSS U. S. HIGHWAY 64 EAST-NORTHEAST OF THE
 FD0819'STATION, 30 FEET WEST OF POWERLINE POLE NO. 38, 29 FEET NORTH OF THE
 FD0819'APPROXIMATE CENTER OF U. S. HIGHWAY 64, 22 FEET WEST OF THE
 FD0819'APPROXIMATE CENTER OF AN ALLEY, AND DIRECTLY UNDER A LARGE HEDGE.
 FD0819'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FD0819'MONUMENT THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED
 FD0819'LAWRENCEBURG NO 1 1934.
 FD0819'
 FD0819'REFERENCE MARK NO. 3 IS ACROSS U. S. HIGHWAY 64 EAST OF THE STATION,
 FD0819'23 FEET NORTH OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 64, 8 FEET
 FD0819'EAST OF THE APPROXIMATE CENTER OF AN ALLEY, AND 2 FEET SOUTHEAST OF
 FD0819'POWERLINE POLE NO. 38.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD0819'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FD0819'LAWRENCEBURG NO 3 1934.
 FD0819'
 FD0819'REFERENCE MARK NO. 4 IS ACROSS U. S. HIGHWAY 64 NORTHWEST OF THE
 FD0819'STATION, NEAR THE SOUTH END OF THE MEDIAN STRIP OF CAPERTON AVENUE,
 FD0819'31 FEET WEST OF A FIRE HYDRANT IN THE NORTHEAST ANGLE, 28 FEET EAST
 FD0819'OF A POWERLINE POLE IN THE NORTHWEST ANGLE, 3.8 FEET SOUTH OF A
 FD0819'REGULATORY SIGN KEEP RIGHT, AND 2.2 FEET NORTH OF THE SOUTH EDGE
 FD0819'OF THE MEDIAN CURB OF CAPERTON AVENUE.  IT IS A STANDARD DISK SET
 FD0819'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FD0819'DISK IS STAMPED LAWRENCEBURG NO 4 1934.
 FD0819'
 FD0819'DUE TO THE DENSE HEDGE ON LINE BETWEEN THE REFERENCE MARKS, THEY
 FD0819'COULD NOT BE MEASURED BETWEEN.
 FD0819'
 FD0819'THE AZIMUTH MARK IS ALONG THE NORTH RIGHT-OF-WAY OF U. S. HIGHWAY 64
 FD0819'WEST OF THE STATION, NEAR A FORK FORMED BY THE INTERSECTION OF EAST
 FD0819'GAINES STREET AND PULASKI STREET, 47 FEET NORTH OF THE APPROXIMATE
 FD0819'CENTER OF U. S. HIGHWAY 64, 22 FEET NORTHEAST OF A POWERLINE POLE,
 FD0819'22 FEET SOUTH OF THE APPROXIMATE CENTER OF ADMIRAL CIRCLE AT POINT
 FD0819'OF CURVE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT
 FD0819'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FD0819'MONUMENT ABOUT 1 INCH BELOW THE SWARD AND THE DISK IS STAMPED
 FD0819'LAWRENCEBURG 1934 RESET 1962.
 FD0819'
 FD0819'NOTE--ALL MARKS AT THIS STATION ARE BENCH MARKS AND THE PUBLISHED
 FD0819'DESCRIPTIONS FOR THEM ARE COMPLETELY ADEQUATE.
 FD0819'
 FD0819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT LAWRENCEBURG.
 FD0819
 FD0819                          STATION RECOVERY (1983)
 FD0819
 FD0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0819'RECOVERED IN GOOD CONDITION.
 FD0819
 FD0819                          STATION RECOVERY (2001)
 FD0819
 FD0819'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0819'CONCRETE POST IS LEANING, DISTURBED BY EXTENSIVE GRADING IN THE
 FD0819'IMMEDIATE VICINITY OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0820 ***********************************************************************
 FD0820  DESIGNATION -  LAWRENCEBURG RM 1
 FD0820  PID         -  FD0820
 FD0820  STATE/COUNTY-  TN/LAWRENCE
 FD0820  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0820
 FD0820                         *CURRENT SURVEY CONTROL
 FD0820  ___________________________________________________________________
 FD0820* NAD 83(1986)-  35 14 21.     (N)    087 19 14.     (W)     SCALED    
 FD0820* NAVD 88     -       276.286  (meters)     906.45   (feet)  ADJUSTED  
 FD0820  ___________________________________________________________________
 FD0820  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0820  DYNAMIC HT  -         276.022 (meters)     905.58  (feet)  COMP
 FD0820  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0820
 FD0820  VERT ORDER  -  SECOND    CLASS 0
 FD0820
 FD0820.The horizontal coordinates were scaled from a topographic map and have
 FD0820.an estimated accuracy of +/- 6 seconds.
 FD0820
 FD0820.The orthometric height was determined by differential leveling
 FD0820.and adjusted by the National Geodetic Survey in June 1991..
 FD0820
 FD0820.The geoid height was determined by GEOID03.
 FD0820
 FD0820.The dynamic height is computed by dividing the NAVD 88
 FD0820.geopotential number by the normal gravity value computed on the
 FD0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0820.degrees latitude (g = 980.6199 gals.).
 FD0820
 FD0820.The modeled gravity was interpolated from observed gravity values.
 FD0820
 FD0820;                    North         East    Units  Estimated Accuracy
 FD0820;SPC TN       -   101,310.      479,800.      MT  (+/- 180 meters Scaled)
 FD0820
 FD0820                          SUPERSEDED SURVEY CONTROL
 FD0820
 FD0820  NGVD 29 (??/??/92)  276.247  (m)          906.32   (f) ADJ UNCH    2 0
 FD0820
 FD0820.Superseded values are not recommended for survey control.
 FD0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0820.See file dsdata.txt to determine how the superseded data were derived.
 FD0820
 FD0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD708996(NAD 83)
 FD0820_MARKER: DD = SURVEY DISK
 FD0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0820_STAMPING: LAWRENCEBURG NO 1 1934
 FD0820_MARK LOGO: CGS   
 FD0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0820+STABILITY: SURFACE MOTION
 FD0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0820+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0820
 FD0820  HISTORY     - Date     Condition        Report By
 FD0820  HISTORY     - 1934     MONUMENTED       CGS
 FD0820  HISTORY     - 1962     GOOD             TNHD
 FD0820  HISTORY     - 1983     GOOD             NGS
 FD0820  HISTORY     - 20010226 GOOD             TNDT
 FD0820
 FD0820                          STATION DESCRIPTION
 FD0820
 FD0820'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0820'0.6 MI E FROM LAWRENCEBURG.
 FD0820'THIS MARK IS LOCATED AT THE LAWRENCEBURG 1934 1962 STATION
 FD0820'SITE, 29 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 30
 FD0820'FEET WEST OF A POWERLINE POLE NO. 38, AND 22 FEET WEST OF THE
 FD0820'CENTERLINE OF AN ALLEY.  IT IS A STANDARD DISK SET IN TOP OF A
 FD0820'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12-INCHES ABOVE
 FD0820'THE GROUND.
 FD0820
 FD0820                          STATION RECOVERY (1983)
 FD0820
 FD0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0820'RECOVERED IN GOOD CONDITION.  NOTE, BENCH MARK IS LOCATED IN A HEDGE
 FD0820'ROW.  NOT LEVELED TO THIS SURVEY.
 FD0820
 FD0820                          STATION RECOVERY (2001)
 FD0820
 FD0820'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0821 ***********************************************************************
 FD0821  DESIGNATION -  LAWRENCEBURG RM 3
 FD0821  PID         -  FD0821
 FD0821  STATE/COUNTY-  TN/LAWRENCE
 FD0821  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0821
 FD0821                         *CURRENT SURVEY CONTROL
 FD0821  ___________________________________________________________________
 FD0821* NAD 83(1986)-  35 14 21.     (N)    087 19 14.     (W)     SCALED    
 FD0821* NAVD 88     -       275.830  (meters)     904.95   (feet)  ADJUSTED  
 FD0821  ___________________________________________________________________
 FD0821  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0821  DYNAMIC HT  -         275.567 (meters)     904.09  (feet)  COMP
 FD0821  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0821
 FD0821  VERT ORDER  -  SECOND    CLASS 0
 FD0821
 FD0821.The horizontal coordinates were scaled from a topographic map and have
 FD0821.an estimated accuracy of +/- 6 seconds.
 FD0821
 FD0821.The orthometric height was determined by differential leveling
 FD0821.and adjusted by the National Geodetic Survey in June 1991..
 FD0821
 FD0821.The geoid height was determined by GEOID03.
 FD0821
 FD0821.The dynamic height is computed by dividing the NAVD 88
 FD0821.geopotential number by the normal gravity value computed on the
 FD0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0821.degrees latitude (g = 980.6199 gals.).
 FD0821
 FD0821.The modeled gravity was interpolated from observed gravity values.
 FD0821
 FD0821;                    North         East    Units  Estimated Accuracy
 FD0821;SPC TN       -   101,310.      479,800.      MT  (+/- 180 meters Scaled)
 FD0821
 FD0821                          SUPERSEDED SURVEY CONTROL
 FD0821
 FD0821  NGVD 29 (??/??/92)  275.791  (m)          904.82   (f) ADJ UNCH    2 0
 FD0821
 FD0821.Superseded values are not recommended for survey control.
 FD0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0821.See file dsdata.txt to determine how the superseded data were derived.
 FD0821
 FD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD708996(NAD 83)
 FD0821_MARKER: DD = SURVEY DISK
 FD0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0821_STAMPING: LAWRENCEBURG NO 3 1934
 FD0821_MARK LOGO: CGS   
 FD0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0821+STABILITY: SURFACE MOTION
 FD0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0821+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0821
 FD0821  HISTORY     - Date     Condition        Report By
 FD0821  HISTORY     - 1962     MONUMENTED       CGS
 FD0821  HISTORY     - 1962     GOOD             TNHD
 FD0821  HISTORY     - 1983     GOOD             NGS
 FD0821  HISTORY     - 20010226 GOOD             TNDT
 FD0821
 FD0821                          STATION DESCRIPTION
 FD0821
 FD0821'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0821'0.6 MI E FROM LAWRENCEBURG.
 FD0821'THIS MARK IS LOCATED AT THE LAWRENCEBURG 1934 1962 STATION SITE,
 FD0821'23 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 8 FEET
 FD0821'EAST OF THE CENTERLINE OF AN ALLEY AND 2 FEET SOUTHEAST OF
 FD0821'POWERLINE POLE NO. 38.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD0821'A 12-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0821
 FD0821                          STATION RECOVERY (1983)
 FD0821
 FD0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0821'RECOVERED IN GOOD CONDITION.  NOTE, 0.91 METERS (3.0 FT) SOUTH OF
 FD0821'POWERLINE POLE NUMBER 38.  NOT LEVELED TO THIS SURVEY.
 FD0821
 FD0821                          STATION RECOVERY (2001)
 FD0821
 FD0821'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0818 ***********************************************************************
 FD0818  DESIGNATION -  LAWRENCEBURG RM 4
 FD0818  PID         -  FD0818
 FD0818  STATE/COUNTY-  TN/LAWRENCE
 FD0818  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0818
 FD0818                         *CURRENT SURVEY CONTROL
 FD0818  ___________________________________________________________________
 FD0818* NAD 83(1986)-  35 14 21.     (N)    087 19 14.     (W)     SCALED    
 FD0818* NAVD 88     -       275.281  (meters)     903.15   (feet)  POSTED    
 FD0818  ___________________________________________________________________
 FD0818  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 FD0818  DYNAMIC HT  -         275.020 (meters)     902.29  (feet)  COMP
 FD0818  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FD0818
 FD0818  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FD0818
 FD0818.The horizontal coordinates were scaled from a topographic map and have
 FD0818.an estimated accuracy of +/- 6 seconds.
 FD0818
 FD0818.The orthometric height was determined by differential leveling
 FD0818.and adjusted by the National Geodetic Survey in 1992..
 FD0818.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FD0818.rate of 3.1 thru 4.0 mm/km.
 FD0818
 FD0818.The geoid height was determined by GEOID03.
 FD0818
 FD0818.The dynamic height is computed by dividing the NAVD 88
 FD0818.geopotential number by the normal gravity value computed on the
 FD0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0818.degrees latitude (g = 980.6199 gals.).
 FD0818
 FD0818.The modeled gravity was interpolated from observed gravity values.
 FD0818
 FD0818;                    North         East    Units  Estimated Accuracy
 FD0818;SPC TN       -   101,310.      479,800.      MT  (+/- 180 meters Scaled)
 FD0818
 FD0818                          SUPERSEDED SURVEY CONTROL
 FD0818
 FD0818  NGVD 29 (??/??/92)  275.242  (m)          903.02   (f) ADJ UNCH    2 0
 FD0818
 FD0818.Superseded values are not recommended for survey control.
 FD0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0818.See file dsdata.txt to determine how the superseded data were derived.
 FD0818
 FD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD708996(NAD 83)
 FD0818_MARKER: DD = SURVEY DISK
 FD0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0818_STAMPING: LAWRENCEBURG NO 4 1934
 FD0818_MARK LOGO: CGS   
 FD0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0818+STABILITY: SURFACE MOTION
 FD0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0818+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 FD0818
 FD0818  HISTORY     - Date     Condition        Report By
 FD0818  HISTORY     - 1962     MONUMENTED       CGS
 FD0818  HISTORY     - 1962     GOOD             TNHD
 FD0818  HISTORY     - 1983     GOOD             NGS
 FD0818  HISTORY     - 20010226 GOOD             TNDT
 FD0818
 FD0818                          STATION DESCRIPTION
 FD0818
 FD0818'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0818'0.6 MI E FROM LAWRENCEBURG.
 FD0818'THIS MARK IS LOCATED AT THE LAWRENCEBURG 1934 1962 STATION SITE,
 FD0818'IN THE SOUTH END OF THE MEDIAN STRIP OF CAPERTON AVENUE, 31 FEET
 FD0818'WEST OF A FIRE HYDRANT IN THE NORTHEAST ANGLE, 28 FEET EAST OF A
 FD0818'POWERLINE POLE IN THE NORTHWEST ANGLE, 3.8 FEET SOUTH OF A
 FD0818'REGULATORY SIGN KEEP RIGHT, AND 2.2 FEET NORTH OF THE SOUTH EDGE
 FD0818'OF THE MEDIAN CURB.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD0818'12-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0818
 FD0818                          STATION RECOVERY (1983)
 FD0818
 FD0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0818'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
 FD0818
 FD0818                          STATION RECOVERY (2001)
 FD0818
 FD0818'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1440 ***********************************************************************
 FC1440  DESIGNATION -  LAY
 FC1440  PID         -  FC1440
 FC1440  STATE/COUNTY-  TN/MARION
 FC1440  USGS QUAD   -  SEQUATCHIE (1982)
 FC1440
 FC1440                         *CURRENT SURVEY CONTROL
 FC1440  ___________________________________________________________________
 FC1440* NAD 83(1995)-  35 01 20.06306(N)    085 32 42.71653(W)     ADJUSTED  
 FC1440* NAVD 88     -       188.076  (meters)     617.05   (feet)  ADJUSTED  
 FC1440  ___________________________________________________________________
 FC1440  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FC1440  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1440  DYNAMIC HT  -         187.892 (meters)     616.44  (feet)  COMP
 FC1440  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FC1440
 FC1440  HORZ ORDER  -  SECOND
 FC1440  VERT ORDER  -  SECOND    CLASS 0
 FC1440
 FC1440.The horizontal coordinates were established by classical geodetic methods
 FC1440.and adjusted by the National Geodetic Survey in April 1999..
 FC1440
 FC1440.The orthometric height was determined by differential leveling
 FC1440.and adjusted by the National Geodetic Survey in June 1991..
 FC1440
 FC1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1440
 FC1440.The geoid height was determined by GEOID03.
 FC1440
 FC1440.The dynamic height is computed by dividing the NAVD 88
 FC1440.geopotential number by the normal gravity value computed on the
 FC1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1440.degrees latitude (g = 980.6199 gals.).
 FC1440
 FC1440.The modeled gravity was interpolated from observed gravity values.
 FC1440
 FC1440;                    North         East     Units Scale Factor Converg.
 FC1440;SPC TN       -    76,531.995   641,508.554   MT  1.00004800   +0 15 58.5
 FC1440;SPC TN       -   251,088.72  2,104,682.65   sFT  1.00004800   +0 15 58.5
 FC1440;UTM  16      - 3,876,476.493   632,721.976   MT  0.99981710   +0 50 06.1
 FC1440
 FC1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1440!SPC TN       -   0.99997505  x   1.00004800  =   1.00002305
 FC1440!UTM  16      -   0.99997505  x   0.99981710  =   0.99979215
 FC1440
 FC1440|---------------------------------------------------------------------|
 FC1440| PID    Reference Object                     Distance      Geod. Az  |
 FC1440|                                                           dddmmss.s |
 FC1440| FC1439 LAY RM 1                              9.845 METERS 15453     |
 FC1440| FC1441 LAY RM 2                              9.696 METERS 29800     |
 FC1440| FC1444 HALE                                APPROX. 0.8 KM 3380155.3 |
 FC1440|---------------------------------------------------------------------|
 FC1440
 FC1440                          SUPERSEDED SURVEY CONTROL
 FC1440
 FC1440  NAD 83(1995)-  35 01 20.06326(N)    085 32 42.71660(W) AD(       ) 2
 FC1440  NAD 83(1995)-  35 01 20.06362(N)    085 32 42.71815(W) AD(       ) 2
 FC1440  NAD 83(1995)-  35 01 20.06481(N)    085 32 42.71586(W) AD(       ) 2
 FC1440  NAD 83(1986)-  35 01 20.06507(N)    085 32 42.71569(W) AD(       ) 2
 FC1440  NAD 27      -  35 01 19.78880(N)    085 32 42.84630(W) AD(       ) 2
 FC1440  NGVD 29 (??/??/92)  188.074  (m)          617.04   (f) ADJ UNCH    2 0
 FC1440
 FC1440.Superseded values are not recommended for survey control.
 FC1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1440.See file dsdata.txt to determine how the superseded data were derived.
 FC1440
 FC1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3272276476(NAD 83)
 FC1440_MARKER: DE = TRAVERSE STATION DISK
 FC1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1440_STAMPING: LAY 1962
 FC1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1440+STABILITY: SURFACE MOTION
 FC1440
 FC1440  HISTORY     - Date     Condition        Report By
 FC1440  HISTORY     - 1962     MONUMENTED       CGS
 FC1440  HISTORY     - 1962     GOOD             CGS
 FC1440
 FC1440                          STATION DESCRIPTION
 FC1440
 FC1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1440'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF GUILD AND 1/2 MILE
 FC1440'SOUTH OF THE BRIDGE OVER THE TENNESSEE RIVER.  THE PROPERTY IS
 FC1440'OWNED BY MR. J. D. LAY.
 FC1440'
 FC1440'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 134 AND U. S.
 FC1440'HIGHWAYS 41, 64 AND 72 AT GUILD, GO SOUTH ON STATE ROUTE 134
 FC1440'FOR 0.45 MILE TO THE JUNCTION OF STATE ROUTE 156, TURN RIGHT ON STATE
 FC1440'ROUTE 156 FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT, ON GRAVELED
 FC1440'ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 FC1440'
 FC1440'STATION IS 86 FEET NORTHEAST OF THE EAST RAIL OF TRACK, 31 FEET NORTH
 FC1440'OF A METAL WITNESS POST AND 15 FEET NORTH OF THE NORTHWEST
 FC1440'CORNER OF A BARN.  THE MARK IS A STANDARD TRAVERSE DISK SET IN A
 FC1440'SQUARE CONCRETE POST, WHICH PROJECTS 2-INCHES AND STAMPED LAY 1962
 FC1440'
 FC1440'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE SOUTHEAST CORNER OF BARN
 FC1440'AND 1.4 FEET WEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 FC1440'DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 1-INCH AND STAMPED
 FC1440'LAY NO 1 1962.
 FC1440'
 FC1440'REFERENCE MARK NO. 2 IS 54 FEET NORTHEAST OF THE EAST RAIL OF TRACK
 FC1440'AND 22 FEET WEST OF NORTHWEST CORNER OF BARN.  THE MARK IS A
 FC1440'STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 2-INCHES
 FC1440'AND STAMPED LAY NO 2 1962.
 FC1440'
 FC1440'TRAVERSE STATION HALE WILL SERVE AS THE AZIMUTH MARK.  SEE
 FC1440'DESCRIPTION THEREOF.
 FC1440'
 FC1440'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 FC1440
 FC1440                          STATION RECOVERY (1962)
 FC1440
 FC1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1440'1.4 MI SW FROM GUILD.
 FC1440'TO REACH THE MARK FROM THE JUNCTION OF TENNESSEE STATE ROUTE
 FC1440'134 AND U.S. HIGHWAYS 41-64-72 AT GUILD, GO SOUTH ON STATE
 FC1440'ROUTE 134 FOR 0.45 MILE TO THE JUNCTION OF STATE ROUTE 156,
 FC1440'TURN RIGHT ON STATE ROUTE 156 FOR 0.45 MILE TO A CROSSROAD,
 FC1440'TURN RIGHT ON A GRAVELED ROAD FOR 0.55 MILE TO THE MARK SET
 FC1440'NEAR AN OLD BARN, 86 FEET NORTHEAST OF THE EAST RAIL OF A
 FC1440'RAILROAD TRACK, 31 FEET NORTH OF A METAL WITNESS POST AND 15
 FC1440'FEET NORTH OF THE NORTHWEST CORNER OF THE OLD BARN.  A STANDARD
 FC1440'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2527 ***********************************************************************
 GA2527  DESIGNATION -  LAY
 GA2527  PID         -  GA2527
 GA2527  STATE/COUNTY-  TN/UNION
 GA2527  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2527
 GA2527                         *CURRENT SURVEY CONTROL
 GA2527  ___________________________________________________________________
 GA2527* NAD 83(1995)-  36 18 03.45604(N)    083 45 40.16477(W)     ADJUSTED  
 GA2527* NAVD 88     -       383.888  (meters)    1259.47   (feet)  ADJUSTED  
 GA2527  ___________________________________________________________________
 GA2527  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 GA2527  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2527  DYNAMIC HT  -         383.538 (meters)    1258.32  (feet)  COMP
 GA2527  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GA2527
 GA2527  HORZ ORDER  -  SECOND
 GA2527  VERT ORDER  -  SECOND    CLASS 0
 GA2527
 GA2527.The horizontal coordinates were established by classical geodetic methods
 GA2527.and adjusted by the National Geodetic Survey in April 1999..
 GA2527
 GA2527.The orthometric height was determined by differential leveling
 GA2527.and adjusted by the National Geodetic Survey in June 1991..
 GA2527
 GA2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2527
 GA2527.The geoid height was determined by GEOID03.
 GA2527
 GA2527.The dynamic height is computed by dividing the NAVD 88
 GA2527.geopotential number by the normal gravity value computed on the
 GA2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2527.degrees latitude (g = 980.6199 gals.).
 GA2527
 GA2527.The modeled gravity was interpolated from observed gravity values.
 GA2527
 GA2527;                    North         East     Units Scale Factor Converg.
 GA2527;SPC TN       -   220,609.300   801,071.317   MT  0.99998152   +1 18 38.5
 GA2527;SPC TN       -   723,782.35  2,628,181.48   sFT  0.99998152   +1 18 38.5
 GA2527;UTM  17      - 4,020,868.624   252,063.540   MT  1.00035747   -1 38 07.8
 GA2527
 GA2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2527!SPC TN       -   0.99994457  x   0.99998152  =   0.99992609
 GA2527!UTM  17      -   0.99994457  x   1.00035747  =   1.00030202
 GA2527
 GA2527:                Primary Azimuth Mark                     Grid Az
 GA2527:SPC TN       -  HUSTON                                   019 36 43.5
 GA2527:UTM  17      -  HUSTON                                   022 33 29.8
 GA2527
 GA2527|---------------------------------------------------------------------|
 GA2527| PID    Reference Object                     Distance      Geod. Az  |
 GA2527|                                                           dddmmss.s |
 GA2527| GA3563 HUSTON                              APPROX. 2.4 KM 0205522.0 |
 GA2527| GA2528 LAY RM 1                              4.258 METERS 06146     |
 GA2527| GA2526 LAY RM 2                              3.607 METERS 24052     |
 GA2527|---------------------------------------------------------------------|
 GA2527
 GA2527                          SUPERSEDED SURVEY CONTROL
 GA2527
 GA2527  NAD 83(1995)-  36 18 03.46004(N)    083 45 40.16643(W) AD(       ) 2
 GA2527  NAD 83(1995)-  36 18 03.46060(N)    083 45 40.16358(W) AD(       ) 2
 GA2527  NAD 83(1995)-  36 18 03.46409(N)    083 45 40.16615(W) AD(       ) 2
 GA2527  NAD 83(1986)-  36 18 03.46737(N)    083 45 40.16494(W) AD(       ) 2
 GA2527  NAD 27      -  36 18 03.17182(N)    083 45 40.48641(W) AD(       ) 2
 GA2527  NGVD 29 (??/??/92)  383.955  (m)         1259.69   (f) ADJ UNCH    2 0
 GA2527
 GA2527.Superseded values are not recommended for survey control.
 GA2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2527.See file dsdata.txt to determine how the superseded data were derived.
 GA2527
 GA2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5206420869(NAD 83)
 GA2527_MARKER: DD = SURVEY DISK
 GA2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2527_STAMPING: LAY 1964
 GA2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2527+STABILITY: SURFACE MOTION
 GA2527
 GA2527  HISTORY     - Date     Condition        Report By
 GA2527  HISTORY     - 1964     MONUMENTED       TNHD
 GA2527  HISTORY     - 1964     GOOD             TNHD
 GA2527
 GA2527                          STATION DESCRIPTION
 GA2527
 GA2527'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2527'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF MAYNARDVILLE.
 GA2527'
 GA2527'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA2527'NORTHEASTERLY ON STATE
 GA2527'ROUTE 33 FOR 4.6 MILES TO THE STATION ON THE RIGHT.
 GA2527'
 GA2527'THE STATION IS 1 FOOT SOUTH OF AN EAST-WEST FENCE AND 3.6 FEET WEST
 GA2527'OF A WITNESS POST AND
 GA2527'SIGN.  THE SURFACE AND UNDERGROUND MARKS ARE
 GA2527'STANDARD TENNESSEE HIGHWAY
 GA2527'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA2527'LAY 1964.  THE UNDERGROUND MARK IS ABOUT 30
 GA2527'INCHES BELOW THE SURFACE.
 GA2527'THE SURFACE DISK IS SET IN AN 8-INCH, SQUARE, FLUSH, CONCRETE
 GA2527'MONUMENT.
 GA2527'
 GA2527'REFERENCE MARK NO. 1 IS 26 FEET WEST OF A 4-INCH CEDAR TREE AND 1
 GA2527'FOOT SOUTH OF THE
 GA2527'EAST-WEST FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2527'DEPARTMENT DISK SET IN A
 GA2527'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA2527'AND THE DISK IS STAMPED LAY RM-1 1964.
 GA2527'
 GA2527'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF THE EAST-WEST FENCE.  THE
 GA2527'MARK IS A STANDARD
 GA2527'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 9-INCH, SQUARE,
 GA2527'FLUSH, CONCRETE MONUMENT
 GA2527'AND THE DISK IS STAMPED LAY RM-2 1964.
 GA2527'
 GA2527'TRAVERSE STATION HUSTON WILL SERVE AS THE AZIMUTH MARK, SEE
 GA2527'
 GA2527'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2527'
 GA2527'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2527
 GA2527                          STATION RECOVERY (1964)
 GA2527
 GA2527'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2527'4.5 MI NE FROM MAYNARDVILLE.
 GA2527'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE
 GA2527'ROUTE 33 FOR 4.6 MILES TO THE MARK ON THE RIGHT.  THE STATION MARK
 GA2527'IS 3.6 FEET WEST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT
 GA2527'SOUTH OF AN EAST-WEST FENCE.  THE MARK IS A STANDARD TENNESSEE
 GA2527'HIGHWAY DEPARTMENT DISK SET IN AN 8-INCH SQUARE, CONCRETE MONUMENT
 GA2527'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1439 ***********************************************************************
 FC1439  DESIGNATION -  LAY RM 1
 FC1439  PID         -  FC1439
 FC1439  STATE/COUNTY-  TN/MARION
 FC1439  USGS QUAD   -  SEQUATCHIE (1982)
 FC1439
 FC1439                         *CURRENT SURVEY CONTROL
 FC1439  ___________________________________________________________________
 FC1439* NAD 83(1986)-  35 01 19.     (N)    085 32 42.     (W)     SCALED    
 FC1439* NAVD 88     -       187.851  (meters)     616.31   (feet)  ADJUSTED  
 FC1439  ___________________________________________________________________
 FC1439  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1439  DYNAMIC HT  -         187.668 (meters)     615.71  (feet)  COMP
 FC1439  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FC1439
 FC1439  VERT ORDER  -  SECOND    CLASS 0
 FC1439
 FC1439.The horizontal coordinates were scaled from a topographic map and have
 FC1439.an estimated accuracy of +/- 6 seconds.
 FC1439
 FC1439.The orthometric height was determined by differential leveling
 FC1439.and adjusted by the National Geodetic Survey in June 1991..
 FC1439
 FC1439.The geoid height was determined by GEOID03.
 FC1439
 FC1439.The dynamic height is computed by dividing the NAVD 88
 FC1439.geopotential number by the normal gravity value computed on the
 FC1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1439.degrees latitude (g = 980.6199 gals.).
 FC1439
 FC1439.The modeled gravity was interpolated from observed gravity values.
 FC1439
 FC1439;                    North         East    Units  Estimated Accuracy
 FC1439;SPC TN       -    76,500.      641,530.      MT  (+/- 180 meters Scaled)
 FC1439
 FC1439                          SUPERSEDED SURVEY CONTROL
 FC1439
 FC1439  NGVD 29 (??/??/92)  187.849  (m)          616.30   (f) ADJ UNCH    2 0
 FC1439
 FC1439.Superseded values are not recommended for survey control.
 FC1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1439.See file dsdata.txt to determine how the superseded data were derived.
 FC1439
 FC1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD327764(NAD 83)
 FC1439_MARKER: DR = REFERENCE MARK DISK
 FC1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1439_STAMPING: LAY NO 1 1962
 FC1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1439+STABILITY: SURFACE MOTION
 FC1439
 FC1439  HISTORY     - Date     Condition        Report By
 FC1439  HISTORY     - 1962     MONUMENTED       CGS
 FC1439
 FC1439                          STATION DESCRIPTION
 FC1439
 FC1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1439'1.4 MI SW FROM GUILD.
 FC1439'THE MARK IS LOCATED AT THE LAY STATION SITE, 32.30 FEET SOUTHEAST
 FC1439'OF THE STATION MARK, 15 FEET NORTH OF THE SOUTHEAST CORNER OF
 FC1439'THE BARN, AND 1.4 FEET WEST OF A METAL WITNESS POST.  A STANDARD
 FC1439'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2528 ***********************************************************************
 GA2528  DESIGNATION -  LAY RM 1
 GA2528  PID         -  GA2528
 GA2528  STATE/COUNTY-  TN/UNION
 GA2528  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2528
 GA2528                         *CURRENT SURVEY CONTROL
 GA2528  ___________________________________________________________________
 GA2528* NAD 83(1986)-  36 18 02.     (N)    083 45 40.     (W)     SCALED    
 GA2528* NAVD 88     -       384.452  (meters)    1261.32   (feet)  ADJUSTED  
 GA2528  ___________________________________________________________________
 GA2528  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2528  DYNAMIC HT  -         384.101 (meters)    1260.17  (feet)  COMP
 GA2528  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GA2528
 GA2528  VERT ORDER  -  SECOND    CLASS 0
 GA2528
 GA2528.The horizontal coordinates were scaled from a topographic map and have
 GA2528.an estimated accuracy of +/- 6 seconds.
 GA2528
 GA2528.The orthometric height was determined by differential leveling
 GA2528.and adjusted by the National Geodetic Survey in June 1991..
 GA2528
 GA2528.The geoid height was determined by GEOID03.
 GA2528
 GA2528.The dynamic height is computed by dividing the NAVD 88
 GA2528.geopotential number by the normal gravity value computed on the
 GA2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2528.degrees latitude (g = 980.6199 gals.).
 GA2528
 GA2528.The modeled gravity was interpolated from observed gravity values.
 GA2528
 GA2528;                    North         East    Units  Estimated Accuracy
 GA2528;SPC TN       -   220,570.      801,080.      MT  (+/- 180 meters Scaled)
 GA2528
 GA2528                          SUPERSEDED SURVEY CONTROL
 GA2528
 GA2528  NGVD 29 (??/??/92)  384.519  (m)         1261.54   (f) ADJ UNCH    2 0
 GA2528
 GA2528.Superseded values are not recommended for survey control.
 GA2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2528.See file dsdata.txt to determine how the superseded data were derived.
 GA2528
 GA2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA520208(NAD 83)
 GA2528_MARKER: DD = SURVEY DISK
 GA2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2528_STAMPING: LAY RM-1 1964
 GA2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2528+STABILITY: SURFACE MOTION
 GA2528
 GA2528  HISTORY     - Date     Condition        Report By
 GA2528  HISTORY     - 1964     MONUMENTED       TNHD
 GA2528
 GA2528                          STATION DESCRIPTION
 GA2528
 GA2528'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2528'4.5 MI NE FROM MAYNARDVILLE.
 GA2528'THIS MARK IS LOCATED AT THE LAY 1964 STATION SITE, 26 FEET WEST
 GA2528'OF A 4-INCH CEDAR TREE, 1 FOOT SOUTH OF AN EAST-WEST FENCE AND
 GA2528'14 FEET EAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA2528'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2528'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1441 ***********************************************************************
 FC1441  DESIGNATION -  LAY RM 2
 FC1441  PID         -  FC1441
 FC1441  STATE/COUNTY-  TN/MARION
 FC1441  USGS QUAD   -  SEQUATCHIE (1982)
 FC1441
 FC1441                         *CURRENT SURVEY CONTROL
 FC1441  ___________________________________________________________________
 FC1441* NAD 83(1986)-  35 01 19.     (N)    085 32 42.     (W)     SCALED    
 FC1441* NAVD 88     -       188.385  (meters)     618.06   (feet)  ADJUSTED  
 FC1441  ___________________________________________________________________
 FC1441  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1441  DYNAMIC HT  -         188.202 (meters)     617.46  (feet)  COMP
 FC1441  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 FC1441
 FC1441  VERT ORDER  -  SECOND    CLASS 0
 FC1441
 FC1441.The horizontal coordinates were scaled from a topographic map and have
 FC1441.an estimated accuracy of +/- 6 seconds.
 FC1441
 FC1441.The orthometric height was determined by differential leveling
 FC1441.and adjusted by the National Geodetic Survey in June 1991..
 FC1441
 FC1441.The geoid height was determined by GEOID03.
 FC1441
 FC1441.The dynamic height is computed by dividing the NAVD 88
 FC1441.geopotential number by the normal gravity value computed on the
 FC1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1441.degrees latitude (g = 980.6199 gals.).
 FC1441
 FC1441.The modeled gravity was interpolated from observed gravity values.
 FC1441
 FC1441;                    North         East    Units  Estimated Accuracy
 FC1441;SPC TN       -    76,500.      641,530.      MT  (+/- 180 meters Scaled)
 FC1441
 FC1441                          SUPERSEDED SURVEY CONTROL
 FC1441
 FC1441  NGVD 29 (??/??/92)  188.383  (m)          618.05   (f) ADJ UNCH    2 0
 FC1441
 FC1441.Superseded values are not recommended for survey control.
 FC1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1441.See file dsdata.txt to determine how the superseded data were derived.
 FC1441
 FC1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD327764(NAD 83)
 FC1441_MARKER: DR = REFERENCE MARK DISK
 FC1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1441_STAMPING: LAY NO 2 1962
 FC1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1441+STABILITY: SURFACE MOTION
 FC1441
 FC1441  HISTORY     - Date     Condition        Report By
 FC1441  HISTORY     - 1962     MONUMENTED       CGS
 FC1441
 FC1441                          STATION DESCRIPTION
 FC1441
 FC1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1441'1.4 MI SW FROM GUILD.
 FC1441'THE MARK IS LOCATED AT THE LAY STATION SITE, 31.81 FEET NORTHWEST
 FC1441'OF THE STATION MARK, 54 FEET NORTHEAST OF THE EAST RAIL OF A
 FC1441'RAILROAD TRACK, AND 22 FEET WEST OF THE NORTHWEST CORNER OF AN
 FC1441'OLD BARN.  A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FC1441'CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2526 ***********************************************************************
 GA2526  DESIGNATION -  LAY RM 2
 GA2526  PID         -  GA2526
 GA2526  STATE/COUNTY-  TN/UNION
 GA2526  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2526
 GA2526                         *CURRENT SURVEY CONTROL
 GA2526  ___________________________________________________________________
 GA2526* NAD 83(1986)-  36 18 02.     (N)    083 45 40.     (W)     SCALED    
 GA2526* NAVD 88     -       383.564  (meters)    1258.41   (feet)  ADJUSTED  
 GA2526  ___________________________________________________________________
 GA2526  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA2526  DYNAMIC HT  -         383.213 (meters)    1257.26  (feet)  COMP
 GA2526  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GA2526
 GA2526  VERT ORDER  -  SECOND    CLASS 0
 GA2526
 GA2526.The horizontal coordinates were scaled from a topographic map and have
 GA2526.an estimated accuracy of +/- 6 seconds.
 GA2526
 GA2526.The orthometric height was determined by differential leveling
 GA2526.and adjusted by the National Geodetic Survey in June 1991..
 GA2526
 GA2526.The geoid height was determined by GEOID03.
 GA2526
 GA2526.The dynamic height is computed by dividing the NAVD 88
 GA2526.geopotential number by the normal gravity value computed on the
 GA2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2526.degrees latitude (g = 980.6199 gals.).
 GA2526
 GA2526.The modeled gravity was interpolated from observed gravity values.
 GA2526
 GA2526;                    North         East    Units  Estimated Accuracy
 GA2526;SPC TN       -   220,570.      801,080.      MT  (+/- 180 meters Scaled)
 GA2526
 GA2526                          SUPERSEDED SURVEY CONTROL
 GA2526
 GA2526  NGVD 29 (??/??/92)  383.631  (m)         1258.63   (f) ADJ UNCH    2 0
 GA2526
 GA2526.Superseded values are not recommended for survey control.
 GA2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2526.See file dsdata.txt to determine how the superseded data were derived.
 GA2526
 GA2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA520208(NAD 83)
 GA2526_MARKER: DD = SURVEY DISK
 GA2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2526_STAMPING: LAY RM-2 1964
 GA2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2526+STABILITY: SURFACE MOTION
 GA2526
 GA2526  HISTORY     - Date     Condition        Report By
 GA2526  HISTORY     - 1964     MONUMENTED       TNHD
 GA2526
 GA2526                          STATION DESCRIPTION
 GA2526
 GA2526'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2526'4.5 MI NE FROM MAYNARDVILLE.
 GA2526'THIS MARK IS LOCATED AT THE LAY 1964 STATION SITE, 1 FOOT SOUTH
 GA2526'OF AN EAST-WEST FENCE AND 12 FEET WEST OF THE STATION.  THE MARK
 GA2526'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 9-INCH
 GA2526'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2569 ***********************************************************************
 GB2569  DESIGNATION -  LAYNE
 GB2569  PID         -  GB2569
 GB2569  STATE/COUNTY-  TN/MORGAN
 GB2569  USGS QUAD   -  PETROS (1979)
 GB2569
 GB2569                         *CURRENT SURVEY CONTROL
 GB2569  ___________________________________________________________________
 GB2569* NAD 83(1995)-  36 04 40.57002(N)    084 28 40.02252(W)     ADJUSTED  
 GB2569* NAVD 88     -       537.1    (meters)    1762.     (feet)  VERTCON   
 GB2569  ___________________________________________________________________
 GB2569  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 GB2569  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GB2569
 GB2569  HORZ ORDER  -  SECOND
 GB2569
 GB2569.The horizontal coordinates were established by classical geodetic methods
 GB2569.and adjusted by the National Geodetic Survey in April 1999..
 GB2569
 GB2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2569
 GB2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2569
 GB2569.The geoid height was determined by GEOID03.
 GB2569
 GB2569;                    North         East     Units Scale Factor Converg.
 GB2569;SPC TN       -   194,629.072   737,102.069   MT  0.99995743   +0 53 28.2
 GB2569;SPC TN       -   638,545.55  2,418,309.04   sFT  0.99995743   +0 53 28.2
 GB2569;UTM  16      - 3,995,537.722   727,120.122   MT  1.00023564   +1 29 09.4
 GB2569
 GB2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2569!SPC TN       -   0.99992036  x   0.99995743  =   0.99987779
 GB2569!UTM  16      -   0.99992036  x   1.00023564  =   1.00015598
 GB2569
 GB2569|---------------------------------------------------------------------|
 GB2569| PID    Reference Object                     Distance      Geod. Az  |
 GB2569|                                                           dddmmss.s |
 GB2569| DB9569 LAYNE RM 1                           10.659 METERS 09554     |
 GB2569| GB2570 LAYNE AZ MK                         APPROX. 1.1 KM 1414357.4 |
 GB2569| DB9570 LAYNE RM 2                           14.130 METERS 33743     |
 GB2569|---------------------------------------------------------------------|
 GB2569
 GB2569                          SUPERSEDED SURVEY CONTROL
 GB2569
 GB2569  NAD 83(1995)-  36 04 40.57637(N)    084 28 40.02306(W) AD(       ) 2
 GB2569  NAD 83(1995)-  36 04 40.58063(N)    084 28 40.02296(W) AD(       ) 2
 GB2569  NAD 83(1986)-  36 04 40.58225(N)    084 28 40.02169(W) AD(       ) 2
 GB2569  NAD 27      -  36 04 40.30799(N)    084 28 40.26115(W) AD(       ) 2
 GB2569  NGVD 29 (07/19/86)  537.2    (m)         1762.     (f) VERT ANG       
 GB2569
 GB2569.Superseded values are not recommended for survey control.
 GB2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2569.See file dsdata.txt to determine how the superseded data were derived.
 GB2569
 GB2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2712095538(NAD 83)
 GB2569_MARKER: DD = SURVEY DISK
 GB2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2569
 GB2569  HISTORY     - Date     Condition        Report By
 GB2569  HISTORY     - 1965     MONUMENTED       TNHD
 GB2569
 GB2569                          STATION DESCRIPTION
 GB2569
 GB2569'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2569'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WARTBURG AND ABOUT
 GB2569'8 MILES NORTHWEST
 GB2569'OF OLIVER SPRINGS.
 GB2569'
 GB2569'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 AND STATE
 GB2569'ROUTE 116 SOUTH OF
 GB2569'PETROS, GO WEST FOR 0.55 MILE ON STATE ROUTE 62 TO THE
 GB2569'AZIMUTH MARK ON THE LEFT,
 GB2569'CONTINUE STRAIGHT AHEAD ON STATE ROUTE 62
 GB2569'FOR 0.75 MILE WEST TO THE UNION MISSIONARY
 GB2569'BAPTIST CHURCH AND A
 GB2569'GRAVELED ROAD ON THE RIGHT, TURN RIGHT, NORTH, AND GO 0.2
 GB2569'MILE TO A
 GB2569'GRAVELED ROAD ON THE LEFT, TURN LEFT, NORTH, AND GO 0.45 TO A FORK,
 GB2569'TAKE THE RIGHT
 GB2569'FORK AND GO 0.3 MILE EAST TO A STRIP MINE AND ETT.
 GB2569'THE STATION IS ABOUT 30 FEET
 GB2569'ABOVE THE STRIP MINE AT THE EDGE OF THE
 GB2569'WOODS.
 GB2569'
 GB2569'THE STATION MARK IS 12 FEET NORTH OF THE EDGE OF THE BANK OF THE
 GB2569'STRIP MINE CUT, 12
 GB2569'FEET NORTH OF A 24-INCH OAK TREE, 8 FEET SOUTHWEST OF A
 GB2569'3-INCH TWIN-TRUNKED MAPLE TREE
 GB2569'AND 5 FEET WEST OF A 6-INCH OAK TREE.
 GB2569'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GB2569'TENNESSEE HIGHWAY
 GB2569'DEPARTMENT DISKS AND THE DISKS ARE STAMPED LAYNE 1965.  THE
 GB2569'UNDERGROUND
 GB2569'MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GB2569'DISK IS SET IN A 10-INCH
 GB2569'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2569'
 GB2569'REFERENCE MARK NO 1 IS 11 FEET NORTH OF THE EDGE OF THE BANK, 6 FEET
 GB2569'SOUTH OF A 4-INCH
 GB2569'OAK TREE AND 2 FEET WEST OF A 3-INCH MAPLE TREE AND
 GB2569'ABOUT 4 FEET HIGHER THAN THE
 GB2569'STATION.  IT IS A STANDARD TENNESSEE
 GB2569'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GB2569'SQUARE, FLUSH, CONCRETE
 GB2569'MONUMENT AND THE DISK IS STAMPED LAYNE RM-1 1965.
 GB2569'
 GB2569'REFERENCE MARK NO. 2 IS 23 FEET NORTHEAST OF THE EDGE OF THE BANK, 9
 GB2569'FEET SOUTHEAST OF
 GB2569'A 4-INCH MAPLE TREE AND 2 FEET NORTHWEST OF A
 GB2569'3-INCH HICKORY TREE AND ABOUT 5 FEET
 GB2569'HIGHER THAN THE STATION.  IT IS
 GB2569'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED
 GB2569'FLUSH IN A
 GB2569'DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED LAYNE
 GB2569'RM-2 1965.
 GB2569'
 GB2569'THE AZIMUTH MARK IS 75 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB2569'ROUTE 62, 29 FEET
 GB2569'SOUTH OF A TELEPHONE POLE AND 1.3 FEET NORTHEAST OF
 GB2569'A WITNESS POST.  IT IS AT THE NORTH
 GB2569'SIDE OF AN OLD ROADBED.  IT IS A
 GB2569'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2569'10-INCH SQUARE,
 GB2569'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LAYNE AZI 1965.
 GB2569'
 GB2569'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GB2569'
 GB2569'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2570 ***********************************************************************
 GB2570  DESIGNATION -  LAYNE AZ MK
 GB2570  PID         -  GB2570
 GB2570  STATE/COUNTY-  TN/MORGAN
 GB2570  USGS QUAD   -  PETROS (1979)
 GB2570
 GB2570                         *CURRENT SURVEY CONTROL
 GB2570  ___________________________________________________________________
 GB2570* NAD 83(1995)-  36 04 13.65033(N)    084 28 13.86703(W)     ADJUSTED  
 GB2570* NAVD 88     -       407.3    (meters)    1336.     (feet)  VERTCON   
 GB2570  ___________________________________________________________________
 GB2570  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 GB2570  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GB2570
 GB2570  HORZ ORDER  -  SECOND
 GB2570
 GB2570.The horizontal coordinates were established by classical geodetic methods
 GB2570.and adjusted by the National Geodetic Survey in April 1999..
 GB2570
 GB2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2570
 GB2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2570
 GB2570.The geoid height was determined by GEOID03.
 GB2570
 GB2570;                    North         East     Units Scale Factor Converg.
 GB2570;SPC TN       -   193,809.684   737,769.359   MT  0.99995688   +0 53 43.5
 GB2570;SPC TN       -   635,857.27  2,420,498.31   sFT  0.99995688   +0 53 43.5
 GB2570;UTM  16      - 3,994,725.075   727,796.069   MT  1.00023943   +1 29 23.8
 GB2570
 GB2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2570!SPC TN       -   0.99994073  x   0.99995688  =   0.99989762
 GB2570!UTM  16      -   0.99994073  x   1.00023943  =   1.00018015
 GB2570
 GB2570                          SUPERSEDED SURVEY CONTROL
 GB2570
 GB2570  NAD 83(1995)-  36 04 13.65677(N)    084 28 13.86752(W) AD(       ) 2
 GB2570  NAD 83(1995)-  36 04 13.66114(N)    084 28 13.86692(W) AD(       ) 2
 GB2570  NAD 83(1986)-  36 04 13.66245(N)    084 28 13.86587(W) AD(       ) 2
 GB2570  NAD 27      -  36 04 13.38742(N)    084 28 14.10664(W) AD(       ) 2
 GB2570  NGVD 29 (07/19/86)  407.4    (m)         1337.     (f) VERT ANG       
 GB2570
 GB2570.Superseded values are not recommended for survey control.
 GB2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2570.See file dsdata.txt to determine how the superseded data were derived.
 GB2570
 GB2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2779694725(NAD 83)
 GB2570_MARKER: DD = SURVEY DISK
 GB2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2570_STAMPING: LAYNE AZI 1965
 GB2570_MARK LOGO: TNHD  
 GB2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2570+STABILITY: SURFACE MOTION
 GB2570
 GB2570  HISTORY     - Date     Condition        Report By
 GB2570  HISTORY     - 1965     MONUMENTED       TNHD
 GB2570
 GB2570                          STATION DESCRIPTION
 GB2570
 GB2570'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB2570'THE AZIMUTH MARK IS 75 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GB2570'ROUTE 62, 29 FEET
 GB2570'SOUTH OF A TELEPHONE POLE AND 1.3 FEET NORTHEAST OF
 GB2570'A WITNESS POST.  IT IS AT THE NORTH
 GB2570'SIDE OF AN OLD ROADBED.  IT IS A
 GB2570'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2570'10-INCH SQUARE,
 GB2570'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LAYNE AZI 1965.
 GB2570'
 GB2570'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 AND STATE
 GB2570'ROUTE 116 SOUTH OF
 GB2570'PETROS, GO WEST FOR 0.55 MILE ON STATE ROUTE 62 TO THE
 GB2570'AZIMUTH MARK ON THE LEFT,
 GB2570'CONTINUE STRAIGHT AHEAD ON STATE ROUTE 62
 GB2570'FOR 0.75 MILE WEST TO THE UNION MISSIONARY
 GB2570'BAPTIST CHURCH AND A
 GB2570'GRAVELED ROAD ON THE RIGHT, TURN RIGHT, NORTH, AND GO 0.2
 GB2570'MILE TO A
 GB2570'GRAVELED ROAD ON THE LEFT, TURN LEFT, NORTH, AND GO 0.45 TO A FORK,
 GB2570'TAKE THE RIGHT
 GB2570'FORK AND GO 0.3 MILE EAST TO A STRIP MINE AND ETT.
 GB2570'THE STATION IS ABOUT 30 FEET
 GB2570'ABOVE THE STRIP MINE AT THE EDGE OF THE
 GB2570'WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2237 ***********************************************************************
 FE2237  DESIGNATION -  LEACH LOT
 FE2237  PID         -  FE2237
 FE2237  STATE/COUNTY-  TN/CARROLL
 FE2237  USGS QUAD   -  PALMER SHELTER (1973)
 FE2237
 FE2237                         *CURRENT SURVEY CONTROL
 FE2237  ___________________________________________________________________
 FE2237* NAD 83(1995)-  35 54 47.10429(N)    088 28 48.92667(W)     ADJUSTED  
 FE2237* NAVD 88     -                                                        
 FE2237  ___________________________________________________________________
 FE2237  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FE2237  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2237
 FE2237  HORZ ORDER  -  THIRD
 FE2237
 FE2237.The horizontal coordinates were established by classical geodetic methods
 FE2237.and adjusted by the National Geodetic Survey in April 1999..
 FE2237
 FE2237
 FE2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2237
 FE2237.The geoid height was determined by GEOID03.
 FE2237
 FE2237;                    North         East     Units Scale Factor Converg.
 FE2237;SPC TN       -   178,108.450   376,161.018   MT  0.99994935   -1 27 07.3
 FE2237;SPC TN       -   584,344.14  1,234,121.61   sFT  0.99994935   -1 27 07.3
 FE2237;UTM  16      - 3,975,320.460   366,437.004   MT  0.99981982   -0 52 06.2
 FE2237
 FE2237                          SUPERSEDED SURVEY CONTROL
 FE2237
 FE2237  NAD 83(1995)-  35 54 47.10684(N)    088 28 48.93276(W) AD(       ) 4
 FE2237  NAD 83(1986)-  35 54 47.11499(N)    088 28 48.92675(W) AD(       ) 4
 FE2237  NAD 27      -  35 54 46.88800(N)    088 28 48.74300(W) AD(       ) 3
 FE2237
 FE2237.Superseded values are not recommended for survey control.
 FE2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2237.See file dsdata.txt to determine how the superseded data were derived.
 FE2237
 FE2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6643775320(NAD 83)
 FE2237_MARKER: 57 = LOOKOUT TOWER
 FE2237
 FE2237  HISTORY     - Date     Condition        Report By
 FE2237  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2237  HISTORY     - 1972     GOOD             TVA
 FE2237
 FE2237                          STATION DESCRIPTION
 FE2237
 FE2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2237'THE STATION IS THE APEX OF THE ROOF OF THE OBSERVATION PLATFORM. IT
 FE2237'IS ABOUT 6-1/2 MILES SOUTHWEST OF HUNTINGDON AND ABOUT 7 MILES
 FE2237'SOUTHEAST OF MC LEMORESVILLE. IT IS A 4 LEGGED STEEL STRUCTURE WITH
 FE2237'AN ENCLOSED OBSERVATION PLATFORM ON TOP. IT IS 177 FEET EAST OF
 FE2237'THE CENTERLINE OF A GRAVELED ROAD, 99 FEET SOUTH OF THE SOUTHEAST
 FE2237'CORNER OF AN EQUIPMENT SHED AND IS 90 FEET HIGH.
 FE2237'
 FE2237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70A AND 70 AT
 FE2237'THE SOUTHWEST EDGE OF HUNTINGDON, GO SOUTHWEST ON HIGHWAY 70 FOR 5.8
 FE2237'MILES TO A GRAVELED SIDE ROAD LEFT. TURN LEFT AND GO 0.2 MILE TO A
 FE2237'FORK. TAKE LEFT FORK FOR 0.7 MILE TO A FORK. TAKE RIGHT FORK FOR
 FE2237'0.85 MILE TO THE LOOKOUT TOWER ON THE LEFT.
 FE2237
 FE2237                          STATION RECOVERY (1972)
 FE2237
 FE2237'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2237'CONDITION OF POINT WHEN FOUND GOOD.
 FE2237'
 FE2237'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT APEX OF TOWER.
 FE2237'
 FE2237'ORIGINAL DESCRIPTION IS GOOD.
 FE2237'
 FE2237'DISTANCE AND DIRECTION FROM NEAREST TOWN 6.5 MI. SW HUNTINGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2438 ***********************************************************************
 FE2438  DESIGNATION -  LEAP
 FE2438  PID         -  FE2438
 FE2438  STATE/COUNTY-  TN/HAYWOOD
 FE2438  USGS QUAD   -  BROWNSVILLE (1983)
 FE2438
 FE2438                         *CURRENT SURVEY CONTROL
 FE2438  ___________________________________________________________________
 FE2438* NAD 83(1995)-  35 31 43.77569(N)    089 15 27.49579(W)     ADJUSTED  
 FE2438* NAVD 88     -       120.8    (meters)     396.     (feet)  VERTCON   
 FE2438  ___________________________________________________________________
 FE2438  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 FE2438  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE2438
 FE2438  HORZ ORDER  -  THIRD
 FE2438
 FE2438.The horizontal coordinates were established by classical geodetic methods
 FE2438.and adjusted by the National Geodetic Survey in April 1999..
 FE2438
 FE2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2438
 FE2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2438
 FE2438.The geoid height was determined by GEOID03.
 FE2438
 FE2438;                    North         East     Units Scale Factor Converg.
 FE2438;SPC TN       -   137,555.753   304,607.778   MT  0.99996251   -1 54 25.7
 FE2438;SPC TN       -   451,297.50    999,367.35   sFT  0.99996251   -1 54 25.7
 FE2438;UTM  16      - 3,934,034.736   295,303.674   MT  1.00011637   -1 18 44.6
 FE2438
 FE2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2438!SPC TN       -   0.99998541  x   0.99996251  =   0.99994792
 FE2438!UTM  16      -   0.99998541  x   1.00011637  =   1.00010178
 FE2438
 FE2438|---------------------------------------------------------------------|
 FE2438| PID    Reference Object                     Distance      Geod. Az  |
 FE2438|                                                           dddmmss.s |
 FE2438| CG3674 LEAP RM 1                            19.492 METERS 00908     |
 FE2438| FE0813 LEAP AZ MK                                         0553638.8 |
 FE2438| CG3675 LEAP RM 2                            21.312 METERS 12651     |
 FE2438|---------------------------------------------------------------------|
 FE2438
 FE2438                          SUPERSEDED SURVEY CONTROL
 FE2438
 FE2438  NAD 83(1995)-  35 31 43.78151(N)    089 15 27.49797(W) AD(       ) 3
 FE2438  NAD 83(1986)-  35 31 43.78735(N)    089 15 27.49657(W) AD(       ) 3
 FE2438  NAD 27      -  35 31 43.50150(N)    089 15 27.25190(W) AD(       ) 3
 FE2438  NGVD 29 (07/19/86)  120.8    (m)          396.     (f) VERT ANG       
 FE2438
 FE2438.Superseded values are not recommended for survey control.
 FE2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2438.See file dsdata.txt to determine how the superseded data were derived.
 FE2438
 FE2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9530434035(NAD 83)
 FE2438_MARKER: DS = TRIANGULATION STATION DISK
 FE2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2438
 FE2438  HISTORY     - Date     Condition        Report By
 FE2438  HISTORY     - 1959     MONUMENTED       CGS
 FE2438  HISTORY     - 1961     SEE DESCRIPTION  TNDT
 FE2438
 FE2438                          STATION DESCRIPTION
 FE2438
 FE2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2438'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF BROWNSVILLE, ABOUT
 FE2438'0.7 MILE SOUTH WEST OF THE SUNNY HILL STORE AND ATOP A RIVER BLUFF A
 FE2438'SHORT DISTANCE NORTH OF THE HATCHIE RIVER, 109 FEET EAST OF A WIRE
 FE2438'FENCE AND 58 FEET NORTH OF THE EDGE OF THE BLUFF.  THE
 FE2438'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LEAP
 FE2438'1958.
 FE2438'
 FE2438'REFERENCE MARK NO. 1 IS 108 FEET EAST OF THE WIRE FENCE.  THE MARK IS
 FE2438'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LEAP NO 1
 FE2438'1958.
 FE2438'
 FE2438'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF THE EDGE OF THE BLUFF.  THE
 FE2438'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FE2438'LEAP NO 2 1958.
 FE2438'
 FE2438'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 76.
 FE2438'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WEST
 FE2438'END OF A CONCRETE CULVERT, SET FLUSH WITH THE CULVERT AND IS STAMPED
 FE2438'LEAP 1958.
 FE2438'
 FE2438'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SUNNY HILL, WHICH
 FE2438'IS ABOUT 4.0 MILES SOUTH OF BROWNSVILLE, GO WEST ON A TAR ROAD FOR
 FE2438'0.35 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.1
 FE2438'MILE TO A BOARD GATE AT THE EAST SIDE OF THE HOUSE, PASS THROUGH THE
 FE2438'GATE AND FOLLOW THE TRACK ROAD WESTERLY FOR 0.15 MILE TO A GATE, PASS
 FE2438'THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.3 MILE TO A SLIDING
 FE2438'BOARD GATE, PASS THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.15
 FE2438'MILE TO THE END OF TRUCK TRAVEL AND THE STATION ON THE LEFT AS
 FE2438'DESCRIBED.
 FE2438'
 FE2438'TO REACH THE AZIMUTH MARK FROM THE MAIN INTERSECTION IN SUNNY HILL,
 FE2438'CONTINUE SOUTH ON STATE HIGHWAY NO. 76 FOR 0.1 MILE TO THE MARK ON
 FE2438'THE RIGHT AS DESCRIBED.
 FE2438'
 FE2438'A 4-WHEEL DRIVE IS REQUIRED IN WET WEATHER.
 FE2438'
 FE2438'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE2438
 FE2438                          STATION RECOVERY (1961)
 FE2438
 FE2438'RECOVERY NOTE BY TN DEPT OF TRANSP 1961 (CEG)
 FE2438'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THE STATION AND THE
 FE2438'REFERENCE MARKS.
 FE2438'
 FE2438'THE ORIGINAL TO-REACH FOR THE STATION IS NOW COMPLETELY INADEQUATE,
 FE2438'DUE TO THE CONSTRUCTION OF INTERSTATE HIGHWAY 40.  HOWEVER, THE AREA
 FE2438'IN WHICH THE STATION EXISTED, WAS DEFINITELY LOCATED, AND A
 FE2438'FRAGMENT OF THE SURFACE STATION MARK, CONTAINING THE SURFACE DISK,
 FE2438'WAS FOUND IN A PILE OF OVERBURDEN AT THE EDGE OF A LARGE HIGHWAY
 FE2438'CUT.  ALL REFERENCE POINTS USED IN THE ORIGINAL DESCRIPTION ARE
 FE2438'COMPLETELY GONE.  IT IS BELIEVED THAT THE ORIGINAL STATION SITE
 FE2438'WAS A CONSIDERABLE DISTANCE, TOWARD THE NEW HIGHWAY CUT, FROM WHERE
 FE2438'THE PIECE OF CONCRETE WAS FOUND, AND THERE IS NO DOUBT THAT THE
 FE2438'STATION AND REFERENCE MARKS ARE COMPLETELY DESTROYED.
 FE2438'
 FE2438'THE SURFACE STATION MARK DISK, STAMPED LEAP 1959, WAS REMOVED
 FE2438'FROM THE PIECE OF CONCRETE FOR SUBMISSION TO THE COAST AND GEODETIC
 FE2438'SURVEY OFFICE.
 FE2438'
 FE2438'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED IN EXCELLENT CONDITION
 FE2438'AND THE TO-REACH AND DESCRIPTION OF THE MARK ARE COMPLETELY ADEQUATE
 FE2438'AS GIVEN IN 1959.  THE MARK WAS NOT DISTURBED IN ANYWAY BY THE
 FE2438'RECOVERY PARTY, AS IT IS A PERMANENT BENCH MARK FOR SECOND ORDER
 FE2438'PRECISE LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0813 ***********************************************************************
 FE0813  DESIGNATION -  LEAP AZ MK
 FE0813  PID         -  FE0813
 FE0813  STATE/COUNTY-  TN/HAYWOOD
 FE0813  USGS QUAD   -  BROWNSVILLE (1983)
 FE0813
 FE0813                         *CURRENT SURVEY CONTROL
 FE0813  ___________________________________________________________________
 FE0813* NAD 83(1986)-  35 31 52.     (N)    089 15 01.     (W)     SCALED    
 FE0813* NAVD 88     -       120.715  (meters)     396.05   (feet)  ADJUSTED  
 FE0813  ___________________________________________________________________
 FE0813  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0813  DYNAMIC HT  -         120.609 (meters)     395.70  (feet)  COMP
 FE0813  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 FE0813
 FE0813  VERT ORDER  -  SECOND    CLASS 0
 FE0813
 FE0813.The horizontal coordinates were scaled from a topographic map and have
 FE0813.an estimated accuracy of +/- 6 seconds.
 FE0813
 FE0813.The orthometric height was determined by differential leveling
 FE0813.and adjusted by the National Geodetic Survey in June 1991..
 FE0813
 FE0813.The geoid height was determined by GEOID03.
 FE0813
 FE0813.The dynamic height is computed by dividing the NAVD 88
 FE0813.geopotential number by the normal gravity value computed on the
 FE0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0813.degrees latitude (g = 980.6199 gals.).
 FE0813
 FE0813.The modeled gravity was interpolated from observed gravity values.
 FE0813
 FE0813;                    North         East    Units  Estimated Accuracy
 FE0813;SPC TN       -   137,790.      305,280.      MT  (+/- 180 meters Scaled)
 FE0813
 FE0813                          SUPERSEDED SURVEY CONTROL
 FE0813
 FE0813  NGVD 29 (??/??/??)  120.723  (m)          396.07   (f) ADJUSTED    2 0
 FE0813
 FE0813.Superseded values are not recommended for survey control.
 FE0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0813.See file dsdata.txt to determine how the superseded data were derived.
 FE0813
 FE0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE959342(NAD 83)
 FE0813_MARKER: DZ = AZIMUTH MARK DISK
 FE0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0813_SP_SET: CULVERT ABUTMENT
 FE0813_STAMPING: LEAP 1959
 FE0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0813+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 FE0813
 FE0813  HISTORY     - Date     Condition        Report By
 FE0813  HISTORY     - 1959     MONUMENTED       CGS
 FE0813  HISTORY     - 1959     GOOD             CGS
 FE0813  HISTORY     - 20020905 GOOD             USACE
 FE0813
 FE0813                          STATION DESCRIPTION
 FE0813
 FE0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0813'4.6 MI S FROM BROWNSVILLE.
 FE0813'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0813'THENCE 4.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, 121 FT. SOUTHWEST
 FE0813'OF THE CENTER OF THE ENTRANCE TO A CHURCH DRIVE, 23.8 FT. WEST
 FE0813'OF THE CENTER LINE OF HIGHWAY 76, A C AND GS AZIMUTH DISK SET
 FE0813'IN TOP OF THE WEST CONCRETE ABUTMENT OF A 2 BY 3 CONCRETE CULVERT,
 FE0813'THE MARK IS SET DIRECTLY UNDER A POWER LINE.
 FE0813
 FE0813                          STATION RECOVERY (2002)
 FE0813
 FE0813'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0813'TO REACH MARK FROM EXIT 56, HWY 76, AT I40, SOUTH OF BROWNSVILLE,
 FE0813'PROCEED SOUTH ALONG HWY 76 FROM THE CENTERLINE OF ITS OVERPASS WITH
 FE0813'I40 FOR 0.4 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1163 ***********************************************************************
 FD1163  DESIGNATION -  LEATHER
 FD1163  PID         -  FD1163
 FD1163  STATE/COUNTY-  TN/HICKMAN
 FD1163  USGS QUAD   -  SPOT (1942)
 FD1163
 FD1163                         *CURRENT SURVEY CONTROL
 FD1163  ___________________________________________________________________
 FD1163* NAD 83(1995)-  35 54 31.20846(N)    087 36 56.32338(W)     ADJUSTED  
 FD1163* NAVD 88     -       151.714  (meters)     497.75   (feet)  ADJUSTED  
 FD1163  ___________________________________________________________________
 FD1163  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FD1163  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FD1163  DYNAMIC HT  -         151.581 (meters)     497.31  (feet)  COMP
 FD1163  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 FD1163
 FD1163  HORZ ORDER  -  SECOND
 FD1163  VERT ORDER  -  SECOND    CLASS 0
 FD1163
 FD1163.The horizontal coordinates were established by classical geodetic methods
 FD1163.and adjusted by the National Geodetic Survey in April 1999..
 FD1163
 FD1163.The orthometric height was determined by differential leveling
 FD1163.and adjusted by the National Geodetic Survey in June 1991..
 FD1163
 FD1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1163
 FD1163.The geoid height was determined by GEOID03.
 FD1163
 FD1163.The dynamic height is computed by dividing the NAVD 88
 FD1163.geopotential number by the normal gravity value computed on the
 FD1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1163.degrees latitude (g = 980.6199 gals.).
 FD1163
 FD1163.The modeled gravity was interpolated from observed gravity values.
 FD1163
 FD1163;                    North         East     Units Scale Factor Converg.
 FD1163;SPC TN       -   175,985.734   454,173.699   MT  0.99994925   -0 56 45.1
 FD1163;SPC TN       -   577,379.86  1,490,068.21   sFT  0.99994925   -0 56 45.1
 FD1163;UTM  16      - 3,973,993.632   444,449.101   MT  0.99963802   -0 21 39.9
 FD1163
 FD1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1163!SPC TN       -   0.99998066  x   0.99994925  =   0.99992991
 FD1163!UTM  16      -   0.99998066  x   0.99963802  =   0.99961869
 FD1163
 FD1163:                Primary Azimuth Mark                     Grid Az
 FD1163:SPC TN       -  TS C2                                    042 08 50.9
 FD1163:UTM  16      -  TS C2                                    041 33 45.7
 FD1163
 FD1163|---------------------------------------------------------------------|
 FD1163| PID    Reference Object                     Distance      Geod. Az  |
 FD1163|                                                           dddmmss.s |
 FD1163| FD1618 TS C2                               APPROX. 2.1 KM 0411205.8 |
 FD1163| FD1164 LEATHER RM 1                         11.622 METERS 05516     |
 FD1163| FD1162 LEATHER RM 2                         12.728 METERS 29009     |
 FD1163|---------------------------------------------------------------------|
 FD1163
 FD1163                          SUPERSEDED SURVEY CONTROL
 FD1163
 FD1163  NAD 83(1995)-  35 54 31.21054(N)    087 36 56.32677(W) AD(       ) 2
 FD1163  NAD 83(1986)-  35 54 31.21891(N)    087 36 56.32458(W) AD(       ) 2
 FD1163  NAD 27      -  35 54 30.99170(N)    087 36 56.25540(W) AD(       ) 2
 FD1163  NGVD 29 (??/??/92)  151.732  (m)          497.81   (f) ADJ UNCH    2 0
 FD1163
 FD1163.Superseded values are not recommended for survey control.
 FD1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1163.See file dsdata.txt to determine how the superseded data were derived.
 FD1163
 FD1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4444973994(NAD 83)
 FD1163_MARKER: DE = TRAVERSE STATION DISK
 FD1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1163_STAMPING: LEATHER 1959
 FD1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1163+STABILITY: SURFACE MOTION
 FD1163
 FD1163  HISTORY     - Date     Condition        Report By
 FD1163  HISTORY     - 1959     MONUMENTED       CGS
 FD1163  HISTORY     - 1959     GOOD             CGS
 FD1163
 FD1163                          STATION DESCRIPTION
 FD1163
 FD1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FD1163'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF WAVERLY, ABOUT 5
 FD1163'MILES NORTHEAST OF
 FD1163'ONLY AND ABOUT 3 MILES NORTHWEST OF SPOT.
 FD1163'
 FD1163'TO REACH THE STATION FROM THE POST OFFICE IN ONLY, WHICH IS ABOUT 18
 FD1163'MILES SOUTHEAST OF
 FD1163'WAVERLY, GO EAST ON A BLACK-TOPPED ROAD FOR 0.95 MILE TO
 FD1163'A SIDE ROAD ON THE LEFT, TURN
 FD1163'LEFT, NORTH ON A GRAVELED ROAD FOR 1.45
 FD1163'MILES TO A DIM TRACK ROAD ON THE LEFT, TURN
 FD1163'RIGHT, EAST AND GO 2.0
 FD1163'MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR
 FD1163'0.45 MILE TO A
 FD1163'REVERSED Y, TURN SHARP RIGHT AND GO 0.8 MILE TO A FORK,
 FD1163'TAKE THE LEFT FORK ON A
 FD1163'NARROW GRAVELED ROAD, UP SUGAR CREEK, FOR
 FD1163'1.85 MILES TO A BOARD GATE ON THE RIGHT
 FD1163'AND THE STATION ON THE RIGHT
 FD1163'AS DESCRIBED.
 FD1163'
 FD1163'THE STATION IS 42 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 20
 FD1163'FEET SOUTH OF AN EAST-WEST
 FD1163'FENCE LINE AND 25 FEET WEST OF A DIM TRACK ROAD.  IT IS
 FD1163'A STANDARD TRAVERSE DISK SET IN
 FD1163'A 10-INCH SQUARE CONCRETE POST WITH
 FD1163'AN UNDERGROUND MARK, IS SET FLUSH WITH THE
 FD1163'SURROUNDING SURFACE AND
 FD1163'THE DISK IS STAMPED LEATHER 1959.
 FD1163'
 FD1163'REFERENCE MARK NO 1 IS 24 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD
 FD1163'AND 2 FEET SOUTH OF AN
 FD1163'EAST-WEST FENCE LINE.  IT IS A STANDARD REFERENCE
 FD1163'MARK DISK SET IN A 10-INCH SQUARE
 FD1163'CONCRETE POST, IS SET FLUSH WITH
 FD1163'THE SURROUNDING SURFACE AND THE DISK IS STAMPED
 FD1163'LEATHER NO 1 1959.
 FD1163'
 FD1163'REFERENCE MARK NO 2 IS 23 FEET SOUTH OF THE CENTER OF A GRAVELED
 FD1163'ROAD, 1 FOOT SOUTH OF AN
 FD1163'EAST-WEST FENCE LINE AND 1 FOOT SOUTH OF A WITNESS POST.
 FD1163'IT IS A STANDARD REFERENCE
 FD1163'MARK DISK SET IN A 10-INCH SQUARE CONCRETE
 FD1163'POST, IS SET FLUSH WITH THE SURROUNDING
 FD1163'SURFACE AND THE DISK IS
 FD1163'STAMPED LEATHER NO 2 1959.
 FD1163'
 FD1163'TRAVERSE STATION TS-C2 WAS USED AS AN AZIMUTH MARK.  SEE DESCRIPTION
 FD1163'THEREOF.
 FD1163
 FD1163                          STATION RECOVERY (1959)
 FD1163
 FD1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FD1163'7.6 MI NE FROM ONLY.
 FD1163'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1163'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1163'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1163'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1163'1.85 MILES NORTHEAST ON A GRAVELED ROAD, 42 FT. SOUTH OF THE
 FD1163'CENTER OF THE GRAVELED ROAD, 20 FT. SOUTH OF A FENCE, 25 FT. WEST
 FD1163'OF A DIM TRACK ROAD, A DISK SET IN TOP OF A CONCRETE POST, SET
 FD1163'FLUSH WITH THE SURFACE OF THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1600 ***********************************************************************
 FD1600  DESIGNATION -  LEATHER
 FD1600  PID         -  FD1600
 FD1600  STATE/COUNTY-  TN/WAYNE
 FD1600  USGS QUAD   -  WAYNESBORO (1968)
 FD1600
 FD1600                         *CURRENT SURVEY CONTROL
 FD1600  ___________________________________________________________________
 FD1600* NAD 83(1995)-  35 17 34.22302(N)    087 51 19.58485(W)     ADJUSTED  
 FD1600* NAVD 88     -       207.6    (meters)     681.     (feet)  VERTCON   
 FD1600  ___________________________________________________________________
 FD1600  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FD1600  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD1600
 FD1600  HORZ ORDER  -  SECOND
 FD1600
 FD1600.The horizontal coordinates were established by classical geodetic methods
 FD1600.and adjusted by the National Geodetic Survey in April 1999..
 FD1600
 FD1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1600
 FD1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1600
 FD1600.The geoid height was determined by GEOID03.
 FD1600
 FD1600;                    North         East     Units Scale Factor Converg.
 FD1600;SPC TN       -   108,057.205   431,237.254   MT  0.99999272   -1 05 10.5
 FD1600;SPC TN       -   354,517.68  1,414,817.56   sFT  0.99999272   -1 05 10.5
 FD1600;UTM  16      - 3,905,854.153   422,217.817   MT  0.99967456   -0 29 39.3
 FD1600
 FD1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1600!SPC TN       -   0.99997179  x   0.99999272  =   0.99996451
 FD1600!UTM  16      -   0.99997179  x   0.99967456  =   0.99964636
 FD1600
 FD1600:                Primary Azimuth Mark                     Grid Az
 FD1600:SPC TN       -  LEATHER AZ MK                            082 20 27.7
 FD1600:UTM  16      -  LEATHER AZ MK                            081 44 56.5
 FD1600
 FD1600|---------------------------------------------------------------------|
 FD1600| PID    Reference Object                     Distance      Geod. Az  |
 FD1600|                                                           dddmmss.s |
 FD1600| FD0978 LEATHER AZ MK                       APPROX. 0.5 KM 0811517.2 |
 FD1600| CG6744 LEATHER RM 1                         29.915 METERS 16449     |
 FD1600| CG6745 LEATHER RM 2                         36.210 METERS 35941     |
 FD1600|---------------------------------------------------------------------|
 FD1600
 FD1600                          SUPERSEDED SURVEY CONTROL
 FD1600
 FD1600  NAD 83(1995)-  35 17 34.22716(N)    087 51 19.58550(W) AD(       ) 2
 FD1600  NAD 83(1995)-  35 17 34.22720(N)    087 51 19.58558(W) AD(       ) 2
 FD1600  NAD 83(1995)-  35 17 34.22877(N)    087 51 19.58477(W) AD(       ) 2
 FD1600  NAD 83(1986)-  35 17 34.23253(N)    087 51 19.58395(W) AD(       ) 2
 FD1600  NAD 27      -  35 17 33.95140(N)    087 51 19.48790(W) AD(       ) 2
 FD1600  NGVD 29 (07/19/86)  207.6    (m)          681.     (f) VERT ANG       
 FD1600
 FD1600.Superseded values are not recommended for survey control.
 FD1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1600.See file dsdata.txt to determine how the superseded data were derived.
 FD1600
 FD1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2221805854(NAD 83)
 FD1600_MARKER: DD = SURVEY DISK
 FD1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1600_MARK LOGO: TNHD  
 FD1600
 FD1600  HISTORY     - Date     Condition        Report By
 FD1600  HISTORY     - 1962     MONUMENTED       TNHD
 FD1600
 FD1600                          STATION DESCRIPTION
 FD1600
 FD1600'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1600'THE STATION IS LOCATED ABOUT 4 MILES WEST OF WAYNESBORO.
 FD1600'
 FD1600'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 114 AND 15, GO
 FD1600'5.5 MILES EAST ON
 FD1600'STATE ROUTE 15 TO A TRACK AND CEMETERY ROAD LEFT, TURN
 FD1600'LEFT, AND GO 0.2 MILE NORTH,
 FD1600'PASSING THE CEMETERY, TO THE CREST OF A
 FD1600'HILL AND THE MARK.
 FD1600'
 FD1600'THE STATION IS 28 FEET SOUTHWEST OF A 15-INCH OAK TREE, 12 FEET EAST
 FD1600'OF A 24-INCH WALNUT
 FD1600'TREE, AND 1.7 FEET SOUTHEAST OF A WITNESS POST.
 FD1600'SURFACE AND UNDERGROUND MARKS ARE
 FD1600'STANDARD TENNESSEE HIGHWAY
 FD1600'DEPARTMENT DISKS STAMPED LEATHER 1962.  THE
 FD1600'UNDERGROUND MARK IS ABOUT
 FD1600'30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN
 FD1600'A 10-INCH
 FD1600'SQUARE, CONCRETE MONUMENT, AND THE MARK PROJECTS 3 INCHES
 FD1600'ABOVE THE SURFACE.
 FD1600'
 FD1600'REFERENCE MARK NO 1 IS 9 FEET NORTH OF A 16-INCH CEDAR TREE AND 5
 FD1600'FEET WEST OF A
 FD1600'4-INCH SUGAR MAPLE TREE.  THE MARK IS A STANDARD TENNESSEE
 FD1600'HIGHWAY DEPARTMENT DISK SET
 FD1600'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 FD1600'MONUMENT AND THE DISK IS STAMPED LEATHER RM-1 1962
 FD1600'
 FD1600'REFERENCE MARK NO 2 IS 19 FEET SOUTH OF AN 18-INCH TWIN OAK TREE, 14
 FD1600'FEET EAST OF THE
 FD1600'APPROXIMATE CENTER OF THE TRACK ROAD, AND 9 FEET NORTH OF
 FD1600'A 20-INCH WHITE ASH TREE.  THE
 FD1600'MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1600'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 FD1600'CONCRETE MONUMENT AND
 FD1600'THE DISK IS STAMPED LEATHER RM-2 1962.
 FD1600'
 FD1600'THE AZIMUTH MARK IS 50 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1600'STATE ROUTE 15, 29
 FD1600'FEET EAST OF A CORNER GATE POST, 8 FEET SOUTHWEST OF A
 FD1600'BILLBOARD, AND 1.9 FEET SOUTH
 FD1600'OF A WITNESS POST.  THE MARK IS A
 FD1600'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD1600'IN A 10-INCH SQUARE,
 FD1600'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LEATHER AZI 1962.
 FD1600'
 FD1600'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE 15 AND
 FD1600'114, GO 6.1 MILES EAST
 FD1600'ON STATE ROUTE 15 TO THE MARK ON THE RIGHT.
 FD1600'
 FD1600'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD1600'
 FD1600'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0978 ***********************************************************************
 FD0978  DESIGNATION -  LEATHER AZ MK
 FD0978  PID         -  FD0978
 FD0978  STATE/COUNTY-  TN/WAYNE
 FD0978  USGS QUAD   -  WAYNESBORO (1968)
 FD0978
 FD0978                         *CURRENT SURVEY CONTROL
 FD0978  ___________________________________________________________________
 FD0978* NAD 83(1995)-  35 17 36.83684(N)    087 50 58.85598(W)     ADJUSTED  
 FD0978* NAVD 88     -       164.827  (meters)     540.77   (feet)  ADJUSTED  
 FD0978  ___________________________________________________________________
 FD0978  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 FD0978  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0978  DYNAMIC HT  -         164.673 (meters)     540.26  (feet)  COMP
 FD0978  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 FD0978
 FD0978  HORZ ORDER  -  SECOND
 FD0978  VERT ORDER  -  SECOND    CLASS 0
 FD0978
 FD0978.The horizontal coordinates were established by classical geodetic methods
 FD0978.and adjusted by the National Geodetic Survey in April 1999..
 FD0978
 FD0978.The orthometric height was determined by differential leveling
 FD0978.and adjusted by the National Geodetic Survey in June 1991..
 FD0978
 FD0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0978
 FD0978.The geoid height was determined by GEOID03.
 FD0978
 FD0978.The dynamic height is computed by dividing the NAVD 88
 FD0978.geopotential number by the normal gravity value computed on the
 FD0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0978.degrees latitude (g = 980.6199 gals.).
 FD0978
 FD0978.The modeled gravity was interpolated from observed gravity values.
 FD0978
 FD0978;                    North         East     Units Scale Factor Converg.
 FD0978;SPC TN       -   108,127.830   431,762.438   MT  0.99999260   -1 04 58.4
 FD0978;SPC TN       -   354,749.39  1,416,540.60   sFT  0.99999260   -1 04 58.4
 FD0978;UTM  16      - 3,905,930.176   422,742.077   MT  0.99967356   -0 29 27.4
 FD0978
 FD0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0978!SPC TN       -   0.99997850  x   0.99999260  =   0.99997110
 FD0978!UTM  16      -   0.99997850  x   0.99967356  =   0.99965207
 FD0978
 FD0978                          SUPERSEDED SURVEY CONTROL
 FD0978
 FD0978  NAD 83(1995)-  35 17 36.84100(N)    087 50 58.85656(W) AD(       ) 2
 FD0978  NAD 83(1995)-  35 17 36.84103(N)    087 50 58.85664(W) AD(       ) 2
 FD0978  NAD 83(1995)-  35 17 36.84257(N)    087 50 58.85583(W) AD(       ) 2
 FD0978  NAD 83(1986)-  35 17 36.84637(N)    087 50 58.85501(W) AD(       ) 2
 FD0978  NAD 27      -  35 17 36.56500(N)    087 50 58.75980(W) AD(       ) 2
 FD0978  NGVD 29 (??/??/92)  164.805  (m)          540.70   (f) ADJ UNCH    2 0
 FD0978
 FD0978.Superseded values are not recommended for survey control.
 FD0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0978.See file dsdata.txt to determine how the superseded data were derived.
 FD0978
 FD0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2274205930(NAD 83)
 FD0978_MARKER: DD = SURVEY DISK
 FD0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0978_STAMPING: LEATHER AZI 1962
 FD0978_MARK LOGO: TNHD  
 FD0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0978+STABILITY: SURFACE MOTION
 FD0978
 FD0978  HISTORY     - Date     Condition        Report By
 FD0978  HISTORY     - 1962     MONUMENTED       TNHD
 FD0978  HISTORY     - 1962     GOOD             TNHD
 FD0978
 FD0978                          STATION DESCRIPTION
 FD0978
 FD0978'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0978'4 MI W FROM WAYNESBORO.
 FD0978'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO WEST ON U.S.
 FD0978'HIGHWAY 64 FOR 3.4 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH
 FD0978'MARK IS 50 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64,
 FD0978'29 FEET EAST OF A CORNER GATE POST, 8 FEET SOUTHWEST OF A
 FD0978'BILLBOARD AND 1.9 FEET SOUTH OF A WITNESS POST.  THE MARK IS A
 FD0978'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0978'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0978
 FD0978                          STATION RECOVERY (1962)
 FD0978
 FD0978'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FD0978'THE AZIMUTH MARK IS 50 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD0978'STATE ROUTE 15, 29
 FD0978'FEET EAST OF A CORNER GATE POST, 8 FEET SOUTHWEST OF A
 FD0978'BILLBOARD, AND 1.9 FEET SOUTH
 FD0978'OF A WITNESS POST.  THE MARK IS A
 FD0978'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0978'IN A 10-INCH SQUARE,
 FD0978'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LEATHER AZI 1962.
 FD0978'1962.
 FD0978'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE 15 AND
 FD0978'114, GO 6.1 MILES EAST
 FD0978'ON STATE ROUTE 15 TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1164 ***********************************************************************
 FD1164  DESIGNATION -  LEATHER RM 1
 FD1164  PID         -  FD1164
 FD1164  STATE/COUNTY-  TN/HICKMAN
 FD1164  USGS QUAD   -  SPOT (1942)
 FD1164
 FD1164                         *CURRENT SURVEY CONTROL
 FD1164  ___________________________________________________________________
 FD1164* NAD 83(1986)-  35 54 30.     (N)    087 36 56.     (W)     SCALED    
 FD1164* NAVD 88     -       151.836  (meters)     498.15   (feet)  ADJUSTED  
 FD1164  ___________________________________________________________________
 FD1164  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FD1164  DYNAMIC HT  -         151.703 (meters)     497.71  (feet)  COMP
 FD1164  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 FD1164
 FD1164  VERT ORDER  -  SECOND    CLASS 0
 FD1164
 FD1164.The horizontal coordinates were scaled from a topographic map and have
 FD1164.an estimated accuracy of +/- 6 seconds.
 FD1164
 FD1164.The orthometric height was determined by differential leveling
 FD1164.and adjusted by the National Geodetic Survey in June 1991..
 FD1164
 FD1164.The geoid height was determined by GEOID03.
 FD1164
 FD1164.The dynamic height is computed by dividing the NAVD 88
 FD1164.geopotential number by the normal gravity value computed on the
 FD1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1164.degrees latitude (g = 980.6199 gals.).
 FD1164
 FD1164.The modeled gravity was interpolated from observed gravity values.
 FD1164
 FD1164;                    North         East    Units  Estimated Accuracy
 FD1164;SPC TN       -   175,950.      454,180.      MT  (+/- 180 meters Scaled)
 FD1164
 FD1164                          SUPERSEDED SURVEY CONTROL
 FD1164
 FD1164  NGVD 29 (??/??/92)  151.854  (m)          498.21   (f) ADJ UNCH    2 0
 FD1164
 FD1164.Superseded values are not recommended for survey control.
 FD1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1164.See file dsdata.txt to determine how the superseded data were derived.
 FD1164
 FD1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE444739(NAD 83)
 FD1164_MARKER: DR = REFERENCE MARK DISK
 FD1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1164_STAMPING: LEATHER NO 1 1959
 FD1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1164+STABILITY: SURFACE MOTION
 FD1164
 FD1164  HISTORY     - Date     Condition        Report By
 FD1164  HISTORY     - 1959     MONUMENTED       CGS
 FD1164
 FD1164                          STATION DESCRIPTION
 FD1164
 FD1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1164'7.6 MI NE FROM ONLY.
 FD1164'THIS MARK IS LOCATED AT THE LEATHER 1959 STATION SITE, 38.1 FT.
 FD1164'NORTH-NORTHEAST OF THE STATION MARK, 24 FT. SOUTH OF THE CENTER OF
 FD1164'A GRAVELED ROAD, AND 2 FT. SOUTH OF A FENCE, A DISK SET IN TOP OF
 FD1164'A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND, AND ABOUT
 FD1164'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1162 ***********************************************************************
 FD1162  DESIGNATION -  LEATHER RM 2
 FD1162  PID         -  FD1162
 FD1162  STATE/COUNTY-  TN/HICKMAN
 FD1162  USGS QUAD   -  SPOT (1942)
 FD1162
 FD1162                         *CURRENT SURVEY CONTROL
 FD1162  ___________________________________________________________________
 FD1162* NAD 83(1986)-  35 54 30.     (N)    087 36 56.     (W)     SCALED    
 FD1162* NAVD 88     -       152.129  (meters)     499.11   (feet)  ADJUSTED  
 FD1162  ___________________________________________________________________
 FD1162  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FD1162  DYNAMIC HT  -         151.996 (meters)     498.67  (feet)  COMP
 FD1162  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 FD1162
 FD1162  VERT ORDER  -  SECOND    CLASS 0
 FD1162
 FD1162.The horizontal coordinates were scaled from a topographic map and have
 FD1162.an estimated accuracy of +/- 6 seconds.
 FD1162
 FD1162.The orthometric height was determined by differential leveling
 FD1162.and adjusted by the National Geodetic Survey in June 1991..
 FD1162
 FD1162.The geoid height was determined by GEOID03.
 FD1162
 FD1162.The dynamic height is computed by dividing the NAVD 88
 FD1162.geopotential number by the normal gravity value computed on the
 FD1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1162.degrees latitude (g = 980.6199 gals.).
 FD1162
 FD1162.The modeled gravity was interpolated from observed gravity values.
 FD1162
 FD1162;                    North         East    Units  Estimated Accuracy
 FD1162;SPC TN       -   175,950.      454,180.      MT  (+/- 180 meters Scaled)
 FD1162
 FD1162                          SUPERSEDED SURVEY CONTROL
 FD1162
 FD1162  NGVD 29 (??/??/92)  152.147  (m)          499.17   (f) ADJ UNCH    2 0
 FD1162
 FD1162.Superseded values are not recommended for survey control.
 FD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1162.See file dsdata.txt to determine how the superseded data were derived.
 FD1162
 FD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE444739(NAD 83)
 FD1162_MARKER: DR = REFERENCE MARK DISK
 FD1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1162_STAMPING: LEATHER NO 2 1959
 FD1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1162+STABILITY: SURFACE MOTION
 FD1162
 FD1162  HISTORY     - Date     Condition        Report By
 FD1162  HISTORY     - 1959     MONUMENTED       CGS
 FD1162
 FD1162                          STATION DESCRIPTION
 FD1162
 FD1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1162'7.6 MI NE FROM ONLY.
 FD1162'THIS MARK IS LOCATED AT THE LEATHER 1959 STATION SITE, 41.7 FT.
 FD1162'WEST-NORTHWEST OF THE STATION MARK, 23 FT. SOUTH OF THE CENTER
 FD1162'OF A GRAVELED ROAD, 2 FT. SOUTH OF A FENCE, A DISK SET IN TOP
 FD1162'OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND,
 FD1162'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0186 ***********************************************************************
 GC0186  DESIGNATION -  LEBANON
 GC0186  PID         -  GC0186
 GC0186  STATE/COUNTY-  TN/WILSON
 GC0186  USGS QUAD   -  LEBANON (1983)
 GC0186
 GC0186                         *CURRENT SURVEY CONTROL
 GC0186  ___________________________________________________________________
 GC0186* NAD 83(1986)-  36 12 29.     (N)    086 17 28.     (W)     SCALED    
 GC0186* NAVD 88     -       161.596  (meters)     530.17   (feet)  ADJUSTED  
 GC0186  ___________________________________________________________________
 GC0186  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0186  DYNAMIC HT  -         161.463 (meters)     529.73  (feet)  COMP
 GC0186  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 GC0186
 GC0186  VERT ORDER  -  SECOND    CLASS 0
 GC0186
 GC0186.The horizontal coordinates were scaled from a topographic map and have
 GC0186.an estimated accuracy of +/- 6 seconds.
 GC0186
 GC0186.The orthometric height was determined by differential leveling
 GC0186.and adjusted by the National Geodetic Survey in June 1991..
 GC0186
 GC0186.The geoid height was determined by GEOID03.
 GC0186
 GC0186.The dynamic height is computed by dividing the NAVD 88
 GC0186.geopotential number by the normal gravity value computed on the
 GC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0186.degrees latitude (g = 980.6199 gals.).
 GC0186
 GC0186.The modeled gravity was interpolated from observed gravity values.
 GC0186
 GC0186;                    North         East    Units  Estimated Accuracy
 GC0186;SPC TN       -   208,040.      573,820.      MT  (+/- 180 meters Scaled)
 GC0186
 GC0186                          SUPERSEDED SURVEY CONTROL
 GC0186
 GC0186  NGVD 29 (??/??/92)  161.660  (m)          530.38   (f) ADJ UNCH    2 0
 GC0186
 GC0186.Superseded values are not recommended for survey control.
 GC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0186.See file dsdata.txt to determine how the superseded data were derived.
 GC0186
 GC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF637072(NAD 83)
 GC0186_MARKER: DB = BENCH MARK DISK
 GC0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0186_SP_SET: BUILDING
 GC0186_STAMPING: LEBANON 1935
 GC0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0186+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0186
 GC0186  HISTORY     - Date     Condition        Report By
 GC0186  HISTORY     - 1935     MONUMENTED       CGS
 GC0186  HISTORY     - 20010226 GOOD             TNDT
 GC0186
 GC0186                          STATION DESCRIPTION
 GC0186
 GC0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0186'AT LEBANON.
 GC0186'AT LEBANON, WILSON COUNTY, IN THE PUBLIC SQUARE IN FRONT OF
 GC0186'THE COURTHOUSE, AT THE CONFEDERATE MEMORIAL, AND IN THE NORTHWEST
 GC0186'CORNER OF THE BOTTOM STEP.  A STANDARD DISK, STAMPED LEBANON
 GC0186'1935.
 GC0186
 GC0186                          STATION RECOVERY (2001)
 GC0186
 GC0186'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0186'COURTHOUSE HAS BEEN DEMOLISHED, BUT CONFEDERATE MONUMENT IS STILL IN
 GC0186'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2439 ***********************************************************************
 FE2439  DESIGNATION -  LEBANON
 FE2439  PID         -  FE2439
 FE2439  STATE/COUNTY-  TN/HAYWOOD
 FE2439  USGS QUAD   -  BROWNSVILLE (1983)
 FE2439
 FE2439                         *CURRENT SURVEY CONTROL
 FE2439  ___________________________________________________________________
 FE2439* NAD 83(1995)-  35 36 19.95561(N)    089 21 30.26063(W)     ADJUSTED  
 FE2439* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 FE2439  ___________________________________________________________________
 FE2439  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FE2439  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE2439
 FE2439  HORZ ORDER  -  SECOND
 FE2439
 FE2439.The horizontal coordinates were established by classical geodetic methods
 FE2439.and adjusted by the National Geodetic Survey in April 1999..
 FE2439
 FE2439.The orthometric height was scaled from a topographic map.
 FE2439
 FE2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2439
 FE2439.The geoid height was determined by GEOID03.
 FE2439
 FE2439;                    North         East     Units Scale Factor Converg.
 FE2439;SPC TN       -   146,371.031   295,766.007   MT  0.99995631   -1 57 58.1
 FE2439;SPC TN       -   480,218.96    970,358.97   sFT  0.99995631   -1 57 58.1
 FE2439;UTM  16      - 3,942,759.498   286,369.431   MT  1.00016243   -1 22 24.9
 FE2439
 FE2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2439!SPC TN       -   0.99998395  x   0.99995631  =   0.99994026
 FE2439!UTM  16      -   0.99998395  x   1.00016243  =   1.00014638
 FE2439
 FE2439:                Primary Azimuth Mark                     Grid Az
 FE2439:SPC TN       -  LEBANON AZ MK                            064 55 05.7
 FE2439:UTM  16      -  LEBANON AZ MK                            064 19 32.5
 FE2439
 FE2439|---------------------------------------------------------------------|
 FE2439| PID    Reference Object                     Distance      Geod. Az  |
 FE2439|                                                           dddmmss.s |
 FE2439| CG3683 LEBANON AZ MK                                      0625707.6 |
 FE2439| FE2436 BROWNSVILLE MUN TANK                APPROX. 9.1 KM 0972304.6 |
 FE2439| FE2435 BROWNSVILLE FIRST METH CHURCH       APPROX. 8.9 KM 0973230.8 |
 FE2439| FE2434 BROWNSVILLE FED COMP WHSE TANK      APPROX. 9.3 KM 1014000.9 |
 FE2439| FE2437 BROWNSVILLE RAD STA KID 59 MST      APPROX. 6.8 KM 1213639.7 |
 FE2439| CG3684 LEBANON RM 1                         24.387 METERS 19255     |
 FE2439| CG3685 LEBANON RM 2                         17.220 METERS 26509     |
 FE2439|---------------------------------------------------------------------|
 FE2439
 FE2439                          SUPERSEDED SURVEY CONTROL
 FE2439
 FE2439  NAD 83(1995)-  35 36 19.96149(N)    089 21 30.26219(W) AD(       ) 2
 FE2439  NAD 83(1986)-  35 36 19.96706(N)    089 21 30.26144(W) AD(       ) 2
 FE2439  NAD 27      -  35 36 19.68310(N)    089 21 30.00680(W) AD(       ) 2
 FE2439
 FE2439.Superseded values are not recommended for survey control.
 FE2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2439.See file dsdata.txt to determine how the superseded data were derived.
 FE2439
 FE2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8636942759(NAD 83)
 FE2439_MARKER: DS = TRIANGULATION STATION DISK
 FE2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2439
 FE2439  HISTORY     - Date     Condition        Report By
 FE2439  HISTORY     - 1958     MONUMENTED       CGS
 FE2439
 FE2439                          STATION DESCRIPTION
 FE2439
 FE2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2439'THE STATION IS ABOUT 10 MILES NORTH OF STANTON, ABOUT 6 MILES WEST OF
 FE2439'BROWNSVILLE AND ON PROPERTY OWNED BY MR. JAMES CARLTON.  IT IS 26
 FE2439'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 15 FEET SOUTHEAST OF
 FE2439'A WHITE WITNESS POST AND 8 FEET EAST OF A FENCE.  THE MONUMENT IS
 FE2439'UNDERGROUND 12 INCHES AND THE DISK IS STAMPED LEBANON 1958.
 FE2439'
 FE2439'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 54 AT
 FE2439'THE WEST EDGE OF BROWNSVILLE, GO NORTHWEST ON HIGHWAY 19 FOR
 FE2439'1.45 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE
 FE2439'PAVED ROAD FOR 0.5 MILE TO A REVERSE Y.  KEEP TO THE RIGHT AND GO
 FE2439'WEST ON THE PAVED ROAD FOR 1.65 MILES TO A GRAVELED CROSSROAD.
 FE2439'CONTINUE WEST ON THE PAVED ROAD FOR 1.1 MILES TO A SIDE ROAD LEFT.*
 FE2439'CONTINUE WEST FOR 0.5 MILE TO A CHURCH ON THE RIGHT AND A SIDE ROAD
 FE2439'LEFT.  TURN LEFT AND GO SOUTH FOR 0.45 MILE ON THE GRAVELED ROAD TO
 FE2439'THE STATION ON THE LEFT AS DESCRIBED.
 FE2439'
 FE2439'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH FOR 0.1 MILE TO
 FE2439'A FRAME HOUSE AND THE AZIMUTH MARK AS DESCRIBED.
 FE2439'
 FE2439'REFERENCE MARK 1 IS 17 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2439'ROAD AND 1 FOOT EAST OF THE FENCE.  THE MONUMENT PROJECTS 2
 FE2439'INCHES AND THE DISK IS STAMPED LEBANON NO 1 1958.
 FE2439'
 FE2439'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE2439'ROAD AND 1 FOOT EAST OF A FENCE.  THE MONUMENT PROJECTS 2
 FE2439'INCHES AND THE DISK IS STAMPED LEBANON NO 2 1958.
 FE2439'
 FE2439'THE AZIMUTH MARK IS 55 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FE2439'HOUSE, 14 FEET EAST OF A 12 INCH CEDAR TREE, 2 FEET SOUTH OF A
 FE2439'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS
 FE2439'3 INCHES AND THE DISK IS STAMPED LEBANON 1958.
 FE2439'
 FE2439'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2717 ***********************************************************************
 GC2717  DESIGNATION -  LEBANON
 GC2717  PID         -  GC2717
 GC2717  STATE/COUNTY-  TN/WILSON
 GC2717  USGS QUAD   -  LEBANON (1983)
 GC2717
 GC2717                         *CURRENT SURVEY CONTROL
 GC2717  ___________________________________________________________________
 GC2717* NAD 83(1995)-  36 12 16.46640(N)    086 17 58.71684(W)     ADJUSTED  
 GC2717* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 GC2717  ___________________________________________________________________
 GC2717  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GC2717  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC2717
 GC2717  HORZ ORDER  -  SECOND
 GC2717
 GC2717.The horizontal coordinates were established by classical geodetic methods
 GC2717.and adjusted by the National Geodetic Survey in April 1999..
 GC2717
 GC2717.The orthometric height was scaled from a topographic map.
 GC2717
 GC2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2717
 GC2717.The geoid height was determined by GEOID03.
 GC2717
 GC2717;                    North         East     Units Scale Factor Converg.
 GC2717;SPC TN       -   207,655.498   573,053.851   MT  0.99996925   -0 10 31.5
 GC2717;SPC TN       -   681,283.08  1,880,094.18   sFT  0.99996925   -0 10 31.5
 GC2717;UTM  16      - 4,006,866.377   562,958.510   MT  0.99964884   +0 24 49.3
 GC2717
 GC2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2717!SPC TN       -   0.99997790  x   0.99996925  =   0.99994715
 GC2717!UTM  16      -   0.99997790  x   0.99964884  =   0.99962674
 GC2717
 GC2717:                Primary Azimuth Mark                     Grid Az
 GC2717:SPC TN       -  LEBANON MUNICIPAL STANDPIPE              065 20 46.1
 GC2717:UTM  16      -  LEBANON MUNICIPAL STANDPIPE              064 45 25.3
 GC2717
 GC2717|---------------------------------------------------------------------|
 GC2717| PID    Reference Object                     Distance      Geod. Az  |
 GC2717|                                                           dddmmss.s |
 GC2717| GC2154 LEBANON MUNICIPAL STANDPIPE         APPROX. 2.2 KM 0651014.6 |
 GC2717| GC2157 LEBANON RADIO STA WCOR MAST         APPROX. 2.9 KM 0835337.1 |
 GC2717| CG6746 LEBANON AZ MK                                      1040050.9 |
 GC2717| CG6747 LEBANON RM 1                         41.889 METERS 13629     |
 GC2717| GC2153 LEBANON CUMBERLAND U CLOCK TWR       64.749 METERS 19537     |
 GC2717| CG6748 LEBANON RM 2                         37.170 METERS 23300     |
 GC2717| GC2155 LEBANON MUNICIPAL TANK              APPROX. 2.9 KM 3182928.8 |
 GC2717| GC2180 GALLATIN TVA POWER PLT SW STK       APPROX.15.3 KM 3232612.1 |
 GC2717|---------------------------------------------------------------------|
 GC2717
 GC2717                          SUPERSEDED SURVEY CONTROL
 GC2717
 GC2717  NAD 83(1995)-  36 12 16.46920(N)    086 17 58.71956(W) AD(       ) 2
 GC2717  NAD 83(1995)-  36 12 16.47149(N)    086 17 58.72074(W) AD(       ) 2
 GC2717  NAD 83(1986)-  36 12 16.47768(N)    086 17 58.71924(W) AD(       ) 2
 GC2717  NAD 27      -  36 12 16.28150(N)    086 17 58.74780(W) AD(       ) 2
 GC2717
 GC2717.Superseded values are not recommended for survey control.
 GC2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2717.See file dsdata.txt to determine how the superseded data were derived.
 GC2717
 GC2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6295906866(NAD 83)
 GC2717_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GC2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2717
 GC2717  HISTORY     - Date     Condition        Report By
 GC2717  HISTORY     - 1934     MONUMENTED       CGS
 GC2717  HISTORY     - 1960     GOOD             CGS
 GC2717
 GC2717                          STATION DESCRIPTION
 GC2717
 GC2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2717'ON CAMPUS OF CUMBERLAND UNIVERSITY, 94.8 FEET NORTH OF NORTHEAST
 GC2717'CORNER OF MAIN BUILDING, AND 121.8 FEET FROM CENTER LINE OF
 GC2717'DRIVE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 GC2717'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 GC2717'STANDARD REFERENCE DISKS SET IN SQUARE CONCRETE MONUMENTS.
 GC2717'ONE REFERENCE MARK
 GC2717'IS 131.2 FEET FROM NORTHEAST CORNER OF MAIN BUILDING, 15.6 FEET
 GC2717'FROM CENTER LINE OF DRIVE, AND 137.42 FEET FROM STATION, S 43 DEG 32
 GC2717'MIN E.  OTHER IS 7.0 FEET FROM NORTHWEST CORNER OF MAIN
 GC2717'BUILDING, 62.5 FEET FROM NORTHEAST CORNER OF MAIN BUILDING, AND
 GC2717'121.94 FEET FROM STATION, S 53 DEG 01 MIN W.  AZIMUTH MARK IS
 GC2717'ON EDGE OF CAMPUS, 24.6 FEET FROM CENTER LINE OF GREENWOOD STREET,
 GC2717'2.4 FEET FROM INSIDE EDGE OF BRICK SIDEWALK, 75.3 FEET NORTH FROM
 GC2717'CENTER LINE OF MAIN ENTRANCE DRIVEWAY OF CAMPUS, AND 1/4 MILE
 GC2717'FROM STATION, S 75 DEG 59 MIN 11 SEC E.  FOLLOWING BEARINGS
 GC2717'ARE FROM STATION- LEBANON, CUMBERLAND UNIVERSITY,
 GC2717'ADMINISTRATION BUILDING, FINIAL OF CLOCK TOWER, DISTANCE 64.8 METERS
 GC2717'(213 FEET), S 15 DEG 37 MIN W,
 GC2717'AND CUMBERLAND UNIVERSITY, DORMITORY, RIGHT EDGE OF TOP OF
 GC2717'CHIMNEY, N 54 DEG 11 MIN 45 SEC E.
 GC2717
 GC2717                          STATION RECOVERY (1960)
 GC2717
 GC2717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2717'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC2717'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2152 ***********************************************************************
 GC2152  DESIGNATION -  LEBANON ALUMINUM WATER TANK
 GC2152  PID         -  GC2152
 GC2152  STATE/COUNTY-  TN/WILSON
 GC2152  USGS QUAD   -  LEBANON (1983)
 GC2152
 GC2152                         *CURRENT SURVEY CONTROL
 GC2152  ___________________________________________________________________
 GC2152* NAD 83(1995)-  36 12 44.06061(N)    086 16 36.61718(W)     ADJUSTED  
 GC2152* NAVD 88     -                                                        
 GC2152  ___________________________________________________________________
 GC2152  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GC2152  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC2152
 GC2152  HORZ ORDER  -  THIRD
 GC2152
 GC2152.The horizontal coordinates were established by classical geodetic methods
 GC2152.and adjusted by the National Geodetic Survey in April 1999..
 GC2152
 GC2152
 GC2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2152
 GC2152.The geoid height was determined by GEOID03.
 GC2152
 GC2152;                    North         East     Units Scale Factor Converg.
 GC2152;SPC TN       -   208,499.965   575,107.086   MT  0.99997012   -0 09 43.5
 GC2152;SPC TN       -   684,053.64  1,886,830.50   sFT  0.99997012   -0 09 43.5
 GC2152;UTM  16      - 4,007,731.638   565,002.299   MT  0.99965206   +0 25 38.1
 GC2152
 GC2152                          SUPERSEDED SURVEY CONTROL
 GC2152
 GC2152  NAD 83(1995)-  36 12 44.06322(N)    086 16 36.61944(W) AD(       ) 4
 GC2152  NAD 83(1995)-  36 12 44.06572(N)    086 16 36.62082(W) AD(       ) 4
 GC2152  NAD 83(1986)-  36 12 44.07202(N)    086 16 36.61897(W) AD(       ) 4
 GC2152  NAD 27      -  36 12 43.88000(N)    086 16 36.64000(W) AD(       ) 3
 GC2152
 GC2152.Superseded values are not recommended for survey control.
 GC2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2152.See file dsdata.txt to determine how the superseded data were derived.
 GC2152
 GC2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6500207732(NAD 83)
 GC2152_MARKER: 51 = TANK
 GC2152
 GC2152  HISTORY     - Date     Condition        Report By
 GC2152  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2152
 GC2152                          STATION DESCRIPTION
 GC2152
 GC2152'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2153 ***********************************************************************
 GC2153  DESIGNATION -  LEBANON CUMBERLAND U CLOCK TWR
 GC2153  PID         -  GC2153
 GC2153  STATE/COUNTY-  TN/WILSON
 GC2153  USGS QUAD   -  LEBANON (1983)
 GC2153
 GC2153                         *CURRENT SURVEY CONTROL
 GC2153  ___________________________________________________________________
 GC2153* NAD 83(1995)-  36 12 14.44320(N)    086 17 59.41433(W)     ADJUSTED  
 GC2153* NAVD 88     -                                                        
 GC2153  ___________________________________________________________________
 GC2153  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GC2153  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC2153
 GC2153  HORZ ORDER  -  THIRD
 GC2153
 GC2153.The horizontal coordinates were established by classical geodetic methods
 GC2153.and adjusted by the National Geodetic Survey in April 1999..
 GC2153
 GC2153
 GC2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2153
 GC2153.The geoid height was determined by GEOID03.
 GC2153
 GC2153;                    North         East     Units Scale Factor Converg.
 GC2153;SPC TN       -   207,593.192   573,036.237   MT  0.99996919   -0 10 31.9
 GC2153;SPC TN       -   681,078.66  1,880,036.39   sFT  0.99996919   -0 10 31.9
 GC2153;UTM  16      - 4,006,803.914   562,941.543   MT  0.99964881   +0 24 48.9
 GC2153
 GC2153                          SUPERSEDED SURVEY CONTROL
 GC2153
 GC2153  NAD 83(1995)-  36 12 14.44603(N)    086 17 59.41704(W) AD(       ) 4
 GC2153  NAD 83(1995)-  36 12 14.44833(N)    086 17 59.41823(W) AD(       ) 4
 GC2153  NAD 83(1986)-  36 12 14.45463(N)    086 17 59.41668(W) AD(       ) 4
 GC2153  NAD 27      -  36 12 14.25700(N)    086 17 59.44600(W) AD(       ) 3
 GC2153
 GC2153.Superseded values are not recommended for survey control.
 GC2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2153.See file dsdata.txt to determine how the superseded data were derived.
 GC2153
 GC2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6294206804(NAD 83)
 GC2153_MARKER: 55 = TOWER
 GC2153
 GC2153  HISTORY     - Date     Condition        Report By
 GC2153  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2153
 GC2153                          STATION DESCRIPTION
 GC2153
 GC2153'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2154 ***********************************************************************
 GC2154  DESIGNATION -  LEBANON MUNICIPAL STANDPIPE
 GC2154  PID         -  GC2154
 GC2154  STATE/COUNTY-  TN/WILSON
 GC2154  USGS QUAD   -  LEBANON (1983)
 GC2154
 GC2154                         *CURRENT SURVEY CONTROL
 GC2154  ___________________________________________________________________
 GC2154* NAD 83(1995)-  36 12 46.39394(N)    086 16 38.87865(W)     ADJUSTED  
 GC2154* NAVD 88     -                                                        
 GC2154  ___________________________________________________________________
 GC2154  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 GC2154  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC2154
 GC2154  HORZ ORDER  -  THIRD
 GC2154
 GC2154.The horizontal coordinates were established by classical geodetic methods
 GC2154.and adjusted by the National Geodetic Survey in April 1999..
 GC2154
 GC2154
 GC2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2154
 GC2154.The geoid height was determined by GEOID03.
 GC2154
 GC2154;                    North         East     Units Scale Factor Converg.
 GC2154;SPC TN       -   208,572.043   575,050.804   MT  0.99997020   -0 09 44.8
 GC2154;SPC TN       -   684,290.11  1,886,645.85   sFT  0.99997020   -0 09 44.8
 GC2154;UTM  16      - 4,007,803.111   564,945.298   MT  0.99965197   +0 25 36.8
 GC2154
 GC2154                          SUPERSEDED SURVEY CONTROL
 GC2154
 GC2154  NAD 83(1995)-  36 12 46.39668(N)    086 16 38.88150(W) AD(       ) 4
 GC2154  NAD 83(1995)-  36 12 46.39904(N)    086 16 38.88255(W) AD(       ) 4
 GC2154  NAD 83(1986)-  36 12 46.40544(N)    086 16 38.88100(W) AD(       ) 4
 GC2154  NAD 27      -  36 12 46.21000(N)    086 16 38.91100(W) AD(       ) 3
 GC2154
 GC2154.Superseded values are not recommended for survey control.
 GC2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2154.See file dsdata.txt to determine how the superseded data were derived.
 GC2154
 GC2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6494507803(NAD 83)
 GC2154_MARKER: 52 = STANDPIPE TANK
 GC2154
 GC2154  HISTORY     - Date     Condition        Report By
 GC2154  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2154
 GC2154                          STATION DESCRIPTION
 GC2154
 GC2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2154'THE STATION IS LOCATED IN THE EASTERN SECTION OF LEBANON.  THE
 GC2154'STANDPIPE IS 54.8 FEET IN DIAMETER, AND THE OVER-ALL HEIGHT IS
 GC2154'88.6 FEET.  IT IS LIGHT GREEN IN COLOR.  THE APEX WAS THE POINT
 GC2154'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2155 ***********************************************************************
 GC2155  DESIGNATION -  LEBANON MUNICIPAL TANK
 GC2155  PID         -  GC2155
 GC2155  STATE/COUNTY-  TN/WILSON
 GC2155  USGS QUAD   -  LEBANON (1983)
 GC2155
 GC2155                         *CURRENT SURVEY CONTROL
 GC2155  ___________________________________________________________________
 GC2155* NAD 83(1995)-  36 13 25.79747(N)    086 19 14.45052(W)     ADJUSTED  
 GC2155* NAVD 88     -                                                        
 GC2155  ___________________________________________________________________
 GC2155  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GC2155  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GC2155
 GC2155  HORZ ORDER  -  THIRD
 GC2155
 GC2155.The horizontal coordinates were established by classical geodetic methods
 GC2155.and adjusted by the National Geodetic Survey in April 1999..
 GC2155
 GC2155
 GC2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2155
 GC2155.The geoid height was determined by GEOID03.
 GC2155
 GC2155;                    North         East     Units Scale Factor Converg.
 GC2155;SPC TN       -   209,798.413   571,169.047   MT  0.99997148   -0 11 15.9
 GC2155;SPC TN       -   688,313.63  1,873,910.45   sFT  0.99997148   -0 11 15.9
 GC2155;UTM  16      - 4,008,989.113   561,052.386   MT  0.99964592   +0 24 05.2
 GC2155
 GC2155                          SUPERSEDED SURVEY CONTROL
 GC2155
 GC2155  NAD 83(1995)-  36 13 25.80018(N)    086 19 14.45308(W) AD(       ) 4
 GC2155  NAD 83(1995)-  36 13 25.80253(N)    086 19 14.45439(W) AD(       ) 4
 GC2155  NAD 83(1986)-  36 13 25.80866(N)    086 19 14.45301(W) AD(       ) 4
 GC2155  NAD 27      -  36 13 25.61700(N)    086 19 14.48200(W) AD(       ) 3
 GC2155
 GC2155.Superseded values are not recommended for survey control.
 GC2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2155.See file dsdata.txt to determine how the superseded data were derived.
 GC2155
 GC2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6105208989(NAD 83)
 GC2155_MARKER: 53 = ELEVATED TANK
 GC2155
 GC2155  HISTORY     - Date     Condition        Report By
 GC2155  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2155
 GC2155                          STATION DESCRIPTION
 GC2155
 GC2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2155'THE STATION IS LOCATED IN THE WESTERN SECTION OF LEBANON.  THE TANK
 GC2155'IS SUPPORTED BY A 7-LEGGED STEEL STRUCTURE AND ITS OVER-ALL HEIGHT
 GC2155'IS 155 FEET.  IT IS PAINTED LIGHT GREEN IN COLOR, WITH LEBANON
 GC2155'INDUSTRIAL SUBDIVISION, PAINTED IN BLACK LETTERING ON THE TANK.
 GC2155'THE APEX WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2156 ***********************************************************************
 GC2156  DESIGNATION -  LEBANON NORTH BASE
 GC2156  PID         -  GC2156
 GC2156  STATE/COUNTY-  TN/WILSON
 GC2156  USGS QUAD   -  LEBANON (1983)
 GC2156
 GC2156                         *CURRENT SURVEY CONTROL
 GC2156  ___________________________________________________________________
 GC2156* NAD 83(1995)-  36 12 46.80742(N)    086 18 24.94837(W)     ADJUSTED  
 GC2156* NAVD 88     -       179.1    (meters)     588.     (feet)  VERTCON   
 GC2156  ___________________________________________________________________
 GC2156  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GC2156  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC2156
 GC2156  HORZ ORDER  -  FIRST
 GC2156
 GC2156.The horizontal coordinates were established by classical geodetic methods
 GC2156.and adjusted by the National Geodetic Survey in April 1999..
 GC2156
 GC2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2156
 GC2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2156
 GC2156.The geoid height was determined by GEOID03.
 GC2156
 GC2156;                    North         East     Units Scale Factor Converg.
 GC2156;SPC TN       -   208,592.697   572,401.528   MT  0.99997021   -0 10 46.9
 GC2156;SPC TN       -   684,357.87  1,877,954.01   sFT  0.99997021   -0 10 46.9
 GC2156;UTM  16      - 4,007,796.521   562,296.797   MT  0.99964782   +0 24 34.1
 GC2156
 GC2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2156!SPC TN       -   0.99997647  x   0.99997021  =   0.99994668
 GC2156!UTM  16      -   0.99997647  x   0.99964782  =   0.99962430
 GC2156
 GC2156|---------------------------------------------------------------------|
 GC2156| PID    Reference Object                     Distance      Geod. Az  |
 GC2156|                                                           dddmmss.s |
 GC2156| CG6749 LEBANON NORTH BASE RM 1              21.007 METERS 08102     |
 GC2156| GC2154 LEBANON MUNICIPAL STANDPIPE         APPROX. 2.6 KM 0901600.9 |
 GC2156| GC2151 SPRING                              APPROX. 8.1 KM 0942621.6 |
 GC2156| GC2157 LEBANON RADIO STA WCOR MAST         APPROX. 3.6 KM 1000142.0 |
 GC2156| CG6750 LEBANON NORTH BASE RM 2              17.188 METERS 21726     |
 GC2156| GC2155 LEBANON MUNICIPAL TANK              APPROX. 1.7 KM 3141129.1 |
 GC2156| GC2180 GALLATIN TVA POWER PLT SW STK       APPROX.14.1 KM 3231826.4 |
 GC2156|---------------------------------------------------------------------|
 GC2156
 GC2156                          SUPERSEDED SURVEY CONTROL
 GC2156
 GC2156  NAD 83(1995)-  36 12 46.81019(N)    086 18 24.95103(W) AD(       ) 1
 GC2156  NAD 83(1995)-  36 12 46.81251(N)    086 18 24.95226(W) AD(       ) 1
 GC2156  NAD 83(1986)-  36 12 46.81867(N)    086 18 24.95084(W) AD(       ) 1
 GC2156  NAD 27      -  36 12 46.62400(N)    086 18 24.97900(W) AD(       ) 1
 GC2156  NGVD 29 (07/19/86)  179.1    (m)          588.     (f) VERT ANG       
 GC2156
 GC2156.Superseded values are not recommended for survey control.
 GC2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2156.See file dsdata.txt to determine how the superseded data were derived.
 GC2156
 GC2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6229707797(NAD 83)
 GC2156_MARKER: B = BOLT
 GC2156_SETTING: 0 = UNSPECIFIED SETTING
 GC2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC2156+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC2156
 GC2156  HISTORY     - Date     Condition        Report By
 GC2156  HISTORY     - 1877     MONUMENTED       CGS
 GC2156  HISTORY     - 1934     GOOD             CGS
 GC2156  HISTORY     - 1960     GOOD             CGS
 GC2156  HISTORY     - 20010226 GOOD             TNDT
 GC2156
 GC2156                          STATION DESCRIPTION
 GC2156
 GC2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1877 (AHB)
 GC2156'NEAR LEBANON, ABOUT 1,524 METERS (5,000 FEET) N. 68-3/4 DEG. W. FROM
 GC2156'SQUARE, ABOUT 393 METERS (1,289 FEET) NORTH OF NASHVILLE PIKE
 GC2156'(CONTINUATION OF WEST MAIN STREET), ON SMALL ELEVATION, AND ON
 GC2156'PROPERTY OWNED (IN 1878) BY W. H. BROWN.
 GC2156
 GC2156                          STATION RECOVERY (1934)
 GC2156
 GC2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GC2156'IN 1934 STATION WAS
 GC2156'REPORTED TO BE IN SIDEWALK AT SOUTH ENTRANCE TO MAIN BUILDING OF
 GC2156'CASTLE HEIGHTS MILITARY ACADEMY.  UNDERGROUND MARK IS CROSS IN
 GC2156'1-INCH COPPER BOLT, 6 INCHES LONG, LEADED INTO STONE POST, 1 FOOT
 GC2156'SQUARE BY 2-1/2 FEET LONG, BURIED WITH TOP 3 FEET BELOW SURFACE
 GC2156'OF GROUND.  ABOUT THIS IS FOUNDATION, 5 FEET SQUARE BY 1 FOOT THICK,
 GC2156'LAID IN CEMENT, LEAVING CLEAR OPENING ABOVE POST 1 FOOT SQUARE.  ON
 GC2156'THIS RESTS BLOCK OF LIMESTONE, 2-3/4 FEET SQUARE BY 2-1/4 FEET
 GC2156'DEEP, RISING 3 INCHES ABOVE GROUND.  IN TOP OF THIS IS LEADED 1-INCH
 GC2156'BOLT, 6 INCHES LONG, WITH CROSS ON HEAD.  ON THIS RESTS POLISHED
 GC2156'LIMESTONE MONUMENT, 2-3/4 FEET HIGH BY 1-1/2 FEET SQUARE, WITH
 GC2156'INSCRIPTION NORTH BASE U.S.C.S. TENNESSEE 1877.
 GC2156
 GC2156                          STATION RECOVERY (1960)
 GC2156
 GC2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2156'THE STATION MARK WAS RECOVERED AND FOUND IN EXCELLENT CONDITION AS
 GC2156'DESCRIBED IN 1877 AND 1934.  REFERENCE MARK NO. 1 AND REFERENCE
 GC2156'MARK NO. 2 WERE ESTABLISHED BY THIS PARTY.  A DESCRIPTION OF THE
 GC2156'REFERENCE MARKS FOLLOWS.
 GC2156'
 GC2156'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE SOUTHEAST CORNER OF
 GC2156'BUCHANAN HALL AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE SIDE WALK.
 GC2156'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDE
 GC2156'WALK, FLUSH, AND IS STAMPED LEBANON N BASE NO 1 1877.
 GC2156'
 GC2156'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE FRONT DOORSTEP AT THE
 GC2156'MAIN ENTRANCE TO BUCHANAN HALL AND 7 FEET SOUTHWEST OF THE FLAG
 GC2156'POLE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GC2156'WEST CURB OF THE SIDE WALK, FLUSH, AND IS STAMPED LEBANON N BASE NO 2
 GC2156'1877.
 GC2156'
 GC2156'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GC2156'
 GC2156'OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 GC2156
 GC2156                          STATION RECOVERY (2001)
 GC2156
 GC2156'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2157 ***********************************************************************
 GC2157  DESIGNATION -  LEBANON RADIO STA WCOR MAST
 GC2157  PID         -  GC2157
 GC2157  STATE/COUNTY-  TN/WILSON
 GC2157  USGS QUAD   -  LEBANON (1983)
 GC2157
 GC2157                         *CURRENT SURVEY CONTROL
 GC2157  ___________________________________________________________________
 GC2157* NAD 83(1995)-  36 12 26.46757(N)    086 16 03.18508(W)     ADJUSTED  
 GC2157* NAVD 88     -                                                        
 GC2157  ___________________________________________________________________
 GC2157  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 GC2157  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC2157
 GC2157  HORZ ORDER  -  THIRD
 GC2157
 GC2157.The horizontal coordinates were established by classical geodetic methods
 GC2157.and adjusted by the National Geodetic Survey in April 1999..
 GC2157
 GC2157
 GC2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2157
 GC2157.The geoid height was determined by GEOID03.
 GC2157
 GC2157;                    North         East     Units Scale Factor Converg.
 GC2157;SPC TN       -   207,955.390   575,940.649   MT  0.99996956   -0 09 23.9
 GC2157;SPC TN       -   682,266.98  1,889,565.28   sFT  0.99996956   -0 09 23.9
 GC2157;UTM  16      - 4,007,195.836   565,841.153   MT  0.99965341   +0 25 57.6
 GC2157
 GC2157                          SUPERSEDED SURVEY CONTROL
 GC2157
 GC2157  NAD 83(1995)-  36 12 26.47034(N)    086 16 03.18799(W) AD(       ) 4
 GC2157  NAD 83(1995)-  36 12 26.47269(N)    086 16 03.18894(W) AD(       ) 4
 GC2157  NAD 83(1986)-  36 12 26.47910(N)    086 16 03.18733(W) AD(       ) 4
 GC2157  NAD 27      -  36 12 26.28300(N)    086 16 03.21800(W) AD(       ) 3
 GC2157
 GC2157.Superseded values are not recommended for survey control.
 GC2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2157.See file dsdata.txt to determine how the superseded data were derived.
 GC2157
 GC2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6584107196(NAD 83)
 GC2157_MARKER: 42 = RADIO/TV MAST
 GC2157
 GC2157  HISTORY     - Date     Condition        Report By
 GC2157  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2157
 GC2157                          STATION DESCRIPTION
 GC2157
 GC2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2157'THE STATION IS LOCATED IN THE EASTERN SECTION OF LEBANON.  THE MAST
 GC2157'IS MOUNTED ON A CONCRETE PIER, COLORED RED AND WHITE, AND THE
 GC2157'OVER-ALL HEIGHT IS 220 FEET.  THE RED LIGHT ON TOP WAS THE POINT
 GC2157'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2158 ***********************************************************************
 GC2158  DESIGNATION -  LEBANON SOUTH BASE
 GC2158  PID         -  GC2158
 GC2158  STATE/COUNTY-  TN/WILSON
 GC2158  USGS QUAD   -  LEBANON (1983)
 GC2158
 GC2158                         *CURRENT SURVEY CONTROL
 GC2158  ___________________________________________________________________
 GC2158* NAD 83(1995)-  36 08 51.83547(N)    086 18 55.46216(W)     ADJUSTED  
 GC2158* NAVD 88     -       221.8    (meters)     728.     (feet)  VERTCON   
 GC2158  ___________________________________________________________________
 GC2158  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 GC2158  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC2158
 GC2158  HORZ ORDER  -  FIRST
 GC2158
 GC2158.The horizontal coordinates were established by classical geodetic methods
 GC2158.and adjusted by the National Geodetic Survey in April 1999..
 GC2158
 GC2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2158
 GC2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2158
 GC2158.The geoid height was determined by GEOID03.
 GC2158
 GC2158;                    North         East     Units Scale Factor Converg.
 GC2158;SPC TN       -   201,352.889   571,616.042   MT  0.99996334   -0 11 04.7
 GC2158;SPC TN       -   660,605.27  1,875,376.96   sFT  0.99996334   -0 11 04.7
 GC2158;UTM  16      - 4,000,551.337   561,585.982   MT  0.99964673   +0 24 13.8
 GC2158
 GC2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2158!SPC TN       -   0.99996976  x   0.99996334  =   0.99993310
 GC2158!UTM  16      -   0.99996976  x   0.99964673  =   0.99961650
 GC2158
 GC2158:                Primary Azimuth Mark                     Grid Az
 GC2158:SPC TN       -  LEBANON RADIO STA WCOR MAST              033 13 28.1
 GC2158:UTM  16      -  LEBANON RADIO STA WCOR MAST              032 38 09.6
 GC2158
 GC2158|---------------------------------------------------------------------|
 GC2158| PID    Reference Object                     Distance      Geod. Az  |
 GC2158|                                                           dddmmss.s |
 GC2158| GC2157 LEBANON RADIO STA WCOR MAST         APPROX. 7.9 KM 0330223.4 |
 GC2158| CG6752 LEBANON SOUTH BASE RM 1              22.061 METERS 04314     |
 GC2158| CG6751 LEBANON SOUTH BASE AZ MK                           0513232.2 |
 GC2158| CG6753 LEBANON SOUTH BASE RM 2              30.608 METERS 14127     |
 GC2158| GC2161 SEAY 2                              APPROX. 8.2 KM 3200454.3 |
 GC2158|---------------------------------------------------------------------|
 GC2158
 GC2158                          SUPERSEDED SURVEY CONTROL
 GC2158
 GC2158  NAD 83(1995)-  36 08 51.83862(N)    086 18 55.46489(W) AD(       ) 1
 GC2158  NAD 83(1995)-  36 08 51.84048(N)    086 18 55.46621(W) AD(       ) 1
 GC2158  NAD 83(1986)-  36 08 51.84661(N)    086 18 55.46392(W) AD(       ) 1
 GC2158  NAD 27      -  36 08 51.64200(N)    086 18 55.49100(W) AD(       ) 1
 GC2158  NGVD 29 (07/19/86)  221.8    (m)          728.     (f) VERT ANG       
 GC2158
 GC2158.Superseded values are not recommended for survey control.
 GC2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2158.See file dsdata.txt to determine how the superseded data were derived.
 GC2158
 GC2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6158600551(NAD 83)
 GC2158_MARKER: B = BOLT
 GC2158_SETTING: 0 = UNSPECIFIED SETTING
 GC2158
 GC2158  HISTORY     - Date     Condition        Report By
 GC2158  HISTORY     - 1934     MONUMENTED       CGS
 GC2158  HISTORY     - 1960     GOOD             CGS
 GC2158
 GC2158                          STATION DESCRIPTION
 GC2158
 GC2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (AHB)
 GC2158'ABOUT 4 MILES FROM LEBANON, ON PROPERTY OWNED (IN 1934) BY EDWARD AND
 GC2158'FRANK CLEMMONS.  TO REACH FROM COURTHOUSE IN LEBANON, GO SOUTH
 GC2158'ON LEBANON-MURFREESBORO PIKE 4.3 MILES, TURN LEFT ONTO LANE AND GO
 GC2158'0.25 MILE.  STATION IS ABOUT 350 METERS (1,148 FEET) SOUTH OF
 GC2158'LANE, IN NORTHWEST CORNER OF FIELD.  UNDERGROUND MARK IS CROSS ON
 GC2158'1-INCH COPPER BOLT, 6 INCHES LONG, LEADED INTO SOLID ROCK 3 FEET
 GC2158'BELOW SURFACE OF GROUND.  ABOVE THIS IS FOUNDATION, 5 FEET SQUARE BY
 GC2158'1 FOOT THICK, LAID IN CEMENT, LEAVING CLEAR OPENING ABOVE BOLT 1
 GC2158'FOOT SQUARE.  ON THIS RESTS BLOCK OF LIMESTONE, 2-3/4 FEET SQUARE
 GC2158'BY 2-1/4 FEET DEEP, RISING 3 INCHES ABOVE GROUND.  IN TOP OF THIS IS
 GC2158'LEADED 1-INCH BOLT, 6 INCHES LONG, WITH CROSS ON HEAD.  ON THIS
 GC2158'RESTS POLISHED LIMESTONE MONUMENT, 2-3/4 FEET HIGH BY 1-1/2 FEET
 GC2158'SQUARE, WITH INSCRIPTION SOUTH BASE U.S.C.S. TENNESSEE 1877.
 GC2158
 GC2158                          STATION RECOVERY (1960)
 GC2158
 GC2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2158'THE STATION WAS RECOVERED IN GOOD CONDITION.  AN AZIMUTH MARK,
 GC2158'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE ESTABLISHED
 GC2158'BY THIS PARTY.
 GC2158'
 GC2158'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2158'
 GC2158'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF LEBANON, ON THE
 GC2158'NORTHEAST SLOPE OF A WOODED HILL.  THE STATION MARK IS A 1 INCH
 GC2158'COPPER BOLT 6 INCHES LONG, WITH A CROSS ON THE HEAD, LEADED IN A
 GC2158'LIMESTONE BLOCK 3 FEET SQUARE BY 1 FOOT THICK HELD IN PLACE BY
 GC2158'CEMENT.  ON THIS RESTS A LIMESTONE MONUMENT 2-3/4 FEET HIGH BY 1-1/2
 GC2158'FEET SQUARE, WITH THE INSCRIPTION SOUTH BASE U S C S TENNESSEE
 GC2158'1877.  THIS MONUMENT IS CLEARLY VISABLE UPON APPROACHING THE VICINITY
 GC2158'OF THE STATION.
 GC2158'
 GC2158'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO SOUTH ON STATE
 GC2158'HIGHWAY 231 FOR 4.05 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GC2158'SOUTH FOR 0.1 MILE TO A GATE ON THE RIGHT, TURN RIGHT, WEST, AND
 GC2158'FOLLOW DIM TRACK ROAD FOR 0.1 MILE TO THE STATION.
 GC2158'
 GC2158'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC2158'OUTCROPPING BEDROCK, FLUSH, AND STAMPED LEBANON S BASE NO 1 1960.
 GC2158'
 GC2158'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC2158'OUTCROPPING BEDROCK, FLUSH, AND STAMPED LEBANON S BASE NO 2 1960.
 GC2158'
 GC2158'THE AZIMUTH MARK IS 49 FEET EAST OF THE CENTER OF AN OILED ROAD, 1.7
 GC2158'FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  IT
 GC2158'IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 GC2158'STAMPED LEBANON S BASE 1877 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2746 ***********************************************************************
 GC2746  DESIGNATION -  LEBAPORT
 GC2746  PID         -  GC2746
 GC2746  STATE/COUNTY-  TN/WILSON
 GC2746  USGS QUAD   -  LEBANON (1983)
 GC2746
 GC2746                         *CURRENT SURVEY CONTROL
 GC2746  ___________________________________________________________________
 GC2746* NAD 83(1995)-  36 11 46.26226(N)    086 18 54.93982(W)     ADJUSTED  
 GC2746* NAVD 88     -       167.5    (meters)     550.     (feet)  VERTCON   
 GC2746  ___________________________________________________________________
 GC2746  X           -     331,183.616 (meters)                     COMP
 GC2746  Y           -  -5,142,631.942 (meters)                     COMP
 GC2746  Z           -   3,745,862.713 (meters)                     COMP
 GC2746  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 GC2746  ELLIP HEIGHT-         138.35  (meters)          (04/12/99) GPS OBS
 GC2746  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GC2746
 GC2746  HORZ ORDER  -  THIRD
 GC2746  ELLP ORDER  -  FOURTH    CLASS I
 GC2746
 GC2746.This mark is at Lebanon Airport (M54)
 GC2746
 GC2746.The horizontal coordinates were established by GPS observations
 GC2746.and adjusted by the National Geodetic Survey in April 1999..
 GC2746
 GC2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2746
 GC2746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2746
 GC2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2746
 GC2746.The ellipsoidal height was determined by GPS observations
 GC2746.and is referenced to NAD 83.
 GC2746
 GC2746.The geoid height was determined by GEOID03.
 GC2746
 GC2746;                    North         East     Units Scale Factor Converg.
 GC2746;SPC TN       -   206,728.962   571,646.418   MT  0.99996832   -0 11 04.4
 GC2746;SPC TN       -   678,243.27  1,875,476.62   sFT  0.99996832   -0 11 04.4
 GC2746;UTM  16      - 4,005,925.724   561,561.125   MT  0.99964669   +0 24 15.8
 GC2746
 GC2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2746!SPC TN       -   0.99997829  x   0.99996832  =   0.99994661
 GC2746!UTM  16      -   0.99997829  x   0.99964669  =   0.99962498
 GC2746
 GC2746                          SUPERSEDED SURVEY CONTROL
 GC2746
 GC2746  NAD 83(1995)-  36 11 46.26307(N)    086 18 54.94319(W) AD(       ) 3
 GC2746  NAD 83(1995)-  36 11 46.26470(N)    086 18 54.94418(W) AD(       ) 3
 GC2746  NGVD 29 (09/17/90)  167.5    (m)          550.     (f) GPS OBS        
 GC2746
 GC2746.Superseded values are not recommended for survey control.
 GC2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2746.See file dsdata.txt to determine how the superseded data were derived.
 GC2746
 GC2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6156105926(NAD 83)
 GC2746_MARKER: I = METAL ROD
 GC2746_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2746_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2746+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 GC2746
 GC2746  HISTORY     - Date     Condition        Report By
 GC2746  HISTORY     - 1987     MONUMENTED       NGS
 GC2746  HISTORY     - 19881118 GOOD
 GC2746  HISTORY     - 20030918 GOOD             TNDT
 GC2746
 GC2746                          STATION DESCRIPTION
 GC2746
 GC2746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2746'FROM THE JUNCTION OF US HIGHWAY 231 AND US HIGHWAY 70N IN LEBANON
 GC2746'AT THE COURTHOUSE SQUARE, GO 0.1 MILE WEST ON US HIGHWAY 70N TO
 GC2746'THE JUNCTION WITH MAPLE STREET. TURN LEFT AND GO 1.5 MILES SOUTH ON
 GC2746'MAPLE STREET TO THE JUNCTION WITH FRANKLIN ROAD ON THE RIGHT.
 GC2746'TURN RIGHT AND GO WEST-SOUTHWEST 0.8 MILE ON FRANKLIN ROAD TO THE
 GC2746'ENTRANCE TO LEBANON MUNICIPAL AIRPORT ON THE RIGHT.  TURN RIGHT ONTO
 GC2746'AIRPORT PROPERTY AND GO NORTH 1.0 MILES ON THE EAST SIDE OF THE
 GC2746'RUNWAY, PASSING THE AZIMUTH MARK AT 0.7 MILE, TO THE STATION A 3-D
 GC2746'MARK, A STAINLESS STEEL ROAD DRIVEN TO REFUSAL AT 6 FEET
 GC2746'3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC
 GC2746'PIPE ENCASED IN 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED LEBAPORT 1987
 GC2746'SET FLUSH WITH GROUND, 64 FEET SOUTH FROM THE SOUTH EDGE OF THE
 GC2746'NORTHERNMOST EAST-WEST TAXIWAY, 47.6 FEET WEST FROM THE WEST EDGE OF
 GC2746'THEN NORTH-SOUTH TAXIWAY, 74.8 FEET EAST FROM THE EAST EDGE OF THE
 GC2746'RUNWAY, 54.8 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE
 GC2746'NORTHERN MOST VASI CONCRETE BASE, AND 1.7 FEET NORTH FROM A FIBERGLASS
 GC2746'WITNESS POST, A 1 FOOT REBAR WAS PUT IN CONCRETE AROUND MARK.
 GC2746
 GC2746                          STATION RECOVERY (1988)
 GC2746
 GC2746'RECOVERED 1988
 GC2746'RECOVERED IN GOOD CONDITION.
 GC2746
 GC2746                          STATION RECOVERY (2003)
 GC2746
 GC2746'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2747 ***********************************************************************
 GC2747  DESIGNATION -  LEBAPORT AZ MK
 GC2747  PID         -  GC2747
 GC2747  STATE/COUNTY-  TN/WILSON
 GC2747  USGS QUAD   -  LEBANON (1983)
 GC2747
 GC2747                         *CURRENT SURVEY CONTROL
 GC2747  ___________________________________________________________________
 GC2747* NAD 83(1995)-  36 11 32.92906(N)    086 18 56.95397(W)     ADJUSTED  
 GC2747* NAVD 88     -       169.7    (meters)     557.     (feet)  VERTCON   
 GC2747  ___________________________________________________________________
 GC2747  X           -     331,149.106 (meters)                     COMP
 GC2747  Y           -  -5,142,879.122 (meters)                     COMP
 GC2747  Z           -   3,745,532.334 (meters)                     COMP
 GC2747  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GC2747  ELLIP HEIGHT-         140.53  (meters)          (04/12/99) GPS OBS
 GC2747  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC2747
 GC2747  HORZ ORDER  -  THIRD
 GC2747  ELLP ORDER  -  FOURTH    CLASS I
 GC2747
 GC2747.This mark is at Lebanon Airport (M54)
 GC2747
 GC2747.The horizontal coordinates were established by GPS observations
 GC2747.and adjusted by the National Geodetic Survey in April 1999..
 GC2747
 GC2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2747
 GC2747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GC2747
 GC2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2747
 GC2747.The ellipsoidal height was determined by GPS observations
 GC2747.and is referenced to NAD 83.
 GC2747
 GC2747.The geoid height was determined by GEOID03.
 GC2747
 GC2747;                    North         East     Units Scale Factor Converg.
 GC2747;SPC TN       -   206,318.171   571,594.773   MT  0.99996791   -0 11 05.6
 GC2747;SPC TN       -   676,895.53  1,875,307.18   sFT  0.99996791   -0 11 05.6
 GC2747;UTM  16      - 4,005,514.556   561,513.721   MT  0.99964662   +0 24 14.5
 GC2747
 GC2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2747!SPC TN       -   0.99997794  x   0.99996791  =   0.99994586
 GC2747!UTM  16      -   0.99997794  x   0.99964662  =   0.99962457
 GC2747
 GC2747                          SUPERSEDED SURVEY CONTROL
 GC2747
 GC2747  NAD 83(1995)-  36 11 32.92985(N)    086 18 56.95720(W) AD(       ) 3
 GC2747  NAD 83(1995)-  36 11 32.93151(N)    086 18 56.95837(W) AD(       ) 3
 GC2747  NGVD 29 (09/17/90)  169.7    (m)          557.     (f) GPS OBS        
 GC2747
 GC2747.Superseded values are not recommended for survey control.
 GC2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2747.See file dsdata.txt to determine how the superseded data were derived.
 GC2747
 GC2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6151405515(NAD 83)
 GC2747_MARKER: I = METAL ROD
 GC2747_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GC2747_SP_SET: OBJECT DRIVEN INTO GROUND
 GC2747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2747+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 GC2747
 GC2747  HISTORY     - Date     Condition        Report By
 GC2747  HISTORY     - 1987     MONUMENTED       NGS
 GC2747  HISTORY     - 19881118 GOOD
 GC2747  HISTORY     - 20030918 GOOD             TNDT
 GC2747
 GC2747                          STATION DESCRIPTION
 GC2747
 GC2747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GC2747'FROM THE JUNCTION OF US HIGHWAY 231 AND US HIGHWAY 70N IN LEBANON
 GC2747'AT THE COURTHOUSE SQUARE, GO 0.1 MILE WEST ON US HIGHWAY 70N TO THE
 GC2747'JUNCTION WITH MAPLE STREET, TURN LEFT AND GO 1.5 MILES SOUTH ON MAPLE
 GC2747'STREET TO THE JUNCTION WITH FRANKLIN ROAD ON THE RIGHT. TURN RIGHT
 GC2747'AND GO 0.8 MILE WEST-SOUTHWEST ON FRANKLIN ROAD ON THE RIGHT. TURN
 GC2747'TO THE ENTRANCE TO LEBANON MUNICIPAL AIRPORT ON THE RIGHT. TURN RIGHT
 GC2747'ONTO AIRPORTPROPERTY, AND GO NORTH 0.7 MILES ON THE EAST SIDE OF THE
 GC2747'RUNWAY. TO THE AZIMUTH MARK.  THE STATION IS LOCATED 0.3 MILE FURTHER
 GC2747'IN THE SAME DIRECTION.  THE AZIMUTH MARK STATION IS A 3-D MARK, A
 GC2747'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT 6 FEET, 3 INCHES BELOW
 GC2747'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN
 GC2747'A 5 INCH PVC PIPE WITH LOGO ---STAMPED LEBAPORT AZ MK 1987 SET FLUSH
 GC2747'WITH GROUND, 34 FT WEST FROM THE WEST END OF A CONCRETE HEADWALL IN A
 GC2747'DITCH 60 FEET WEST FROM THE NORTH-SOUTH TAXIWAY 45 FEET SOUTH FROM THE
 GC2747'CENTERFIELD EAST-WEST FROM A FIBERGLASS WITNESS SIGN. A 1 FOOT REBAR
 GC2747'SPUR TAXIWAY, 64 FEET EAST FROM THE EAST EDGE OF RUNWAY AND 1.7 FEET
 GC2747'NORTH FROM A FIBERGLASS WITNESS SIGN. A 1 FOOT REBAR WAS PLACED IN
 GC2747'CONCRETE AROUND MONUMENT.
 GC2747
 GC2747                          STATION RECOVERY (1988)
 GC2747
 GC2747'RECOVERED 1988
 GC2747'RECOVERED IN GOOD CONDITION.
 GC2747
 GC2747                          STATION RECOVERY (2003)
 GC2747
 GC2747'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC2747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1429 ***********************************************************************
 GA1429  DESIGNATION -  LEE
 GA1429  PID         -  GA1429
 GA1429  STATE/COUNTY-  TN/HAWKINS
 GA1429  USGS QUAD   -  CHURCH HILL (1991)
 GA1429
 GA1429                         *CURRENT SURVEY CONTROL
 GA1429  ___________________________________________________________________
 GA1429* NAD 83(1995)-  36 32 55.49222(N)    082 38 30.35649(W)     ADJUSTED  
 GA1429* NAVD 88     -       397.993  (meters)    1305.75   (feet)  ADJUSTED  
 GA1429  ___________________________________________________________________
 GA1429  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GA1429  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1429  DYNAMIC HT  -         397.636 (meters)    1304.58  (feet)  COMP
 GA1429  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GA1429
 GA1429  HORZ ORDER  -  SECOND
 GA1429  VERT ORDER  -  SECOND    CLASS 0
 GA1429
 GA1429.The horizontal coordinates were established by classical geodetic methods
 GA1429.and adjusted by the National Geodetic Survey in April 1999..
 GA1429
 GA1429.The orthometric height was determined by differential leveling
 GA1429.and adjusted by the National Geodetic Survey in June 1991..
 GA1429
 GA1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1429
 GA1429.The geoid height was determined by GEOID03.
 GA1429
 GA1429.The dynamic height is computed by dividing the NAVD 88
 GA1429.geopotential number by the normal gravity value computed on the
 GA1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1429.degrees latitude (g = 980.6199 gals.).
 GA1429
 GA1429.The modeled gravity was interpolated from observed gravity values.
 GA1429
 GA1429;                    North         East     Units Scale Factor Converg.
 GA1429;SPC TN       -   250,964.009   900,628.045   MT  1.00002609   +1 57 57.8
 GA1429;SPC TN       -   823,371.09  2,954,810.51   sFT  1.00002609   +1 57 57.8
 GA1429;UTM  17      - 4,046,069.300   353,057.555   MT  0.99986602   -0 58 40.3
 GA1429
 GA1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1429!SPC TN       -   0.99994246  x   1.00002609  =   0.99996855
 GA1429!UTM  17      -   0.99994246  x   0.99986602  =   0.99980849
 GA1429
 GA1429|---------------------------------------------------------------------|
 GA1429| PID    Reference Object                     Distance      Geod. Az  |
 GA1429|                                                           dddmmss.s |
 GA1429| GA1430 LEE RM 1                             27.950 METERS 07600     |
 GA1429| GA3433 KINGSPORT OLD KGSPORT PRESB CH      APPROX. 4.5 KM 0820835.1 |
 GA1429| GA3435 RADIO STATION WKPT FM MAST          APPROX. 5.5 KM 1160039.3 |
 GA1429| GA1428 LEE RM 2                             24.660 METERS 23901     |
 GA1429| GA3437 BLOCK CITY FIRST BAPTIST CH         APPROX. 3.0 KM 2491013.4 |
 GA1429|---------------------------------------------------------------------|
 GA1429
 GA1429                          SUPERSEDED SURVEY CONTROL
 GA1429
 GA1429  NAD 83(1995)-  36 32 55.49269(N)    082 38 30.35769(W) AD(       ) 2
 GA1429  NAD 83(1995)-  36 32 55.49303(N)    082 38 30.37089(W) AD(       ) 2
 GA1429  NAD 83(1995)-  36 32 55.49812(N)    082 38 30.35859(W) AD(       ) 2
 GA1429  NAD 83(1986)-  36 32 55.49920(N)    082 38 30.35914(W) AD(       ) 2
 GA1429  NAD 27      -  36 32 55.14210(N)    082 38 30.78374(W) AD(       ) 2
 GA1429  NGVD 29 (??/??/92)  398.159  (m)         1306.29   (f) ADJ UNCH    2 0
 GA1429
 GA1429.Superseded values are not recommended for survey control.
 GA1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1429.See file dsdata.txt to determine how the superseded data were derived.
 GA1429
 GA1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5305846069(NAD 83)
 GA1429_MARKER: DD = SURVEY DISK
 GA1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1429_STAMPING: LEE 1963
 GA1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1429+STABILITY: SURFACE MOTION
 GA1429
 GA1429  HISTORY     - Date     Condition        Report By
 GA1429  HISTORY     - 1963     MONUMENTED       CGS
 GA1429  HISTORY     - 1964     GOOD             TNHD
 GA1429
 GA1429                          STATION DESCRIPTION
 GA1429
 GA1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JAG)
 GA1429'THE STATION IS LOCATED ABOUT 4 MILES WEST OF KINGSPORT.
 GA1429'
 GA1429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11W AND STATE
 GA1429'ROUTE 81A IN KINGSPORT,
 GA1429'GO 3.0 MILES WEST ON U.S.  HIGHWAY 11W TO THE
 GA1429'STATION ON THE LEFT.
 GA1429'
 GA1429'THE STATION IS 90 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GA1429'HIGHWAY 11W, 18 FEET
 GA1429'NORTH OF A WIRE FENCE AND 18.0 FEET NORTH OF A WITNESS POST.
 GA1429'THE SURFACE AND
 GA1429'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA1429'DEPARTMENT DISKS AND ARE STAMPED
 GA1429'LEE 1963.  THE UNDERGROUND MARK IS
 GA1429'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA1429'DISK IS SET IN A
 GA1429'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GA1429'
 GA1429'REFERENCE MARK NO. 1 IS 98 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA1429'U.S.  HIGHWAY 11W, 9
 GA1429'FEET NORTH OF A WIRE FENCE AND 2 FEET WEST OF A POWER
 GA1429'POLE.  IT IS A STANDARD TENNESSEE
 GA1429'HIGHWAY DEPARTMENT DISK SET IN A
 GA1429'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA1429'DISK IS STAMPED LEE
 GA1429'RM-1 1963.
 GA1429'
 GA1429'REFERENCE MARK NO. 2 IS 107 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA1429'U.S.  HIGHWAY 11W, 5
 GA1429'FEET NORTHEAST OF A FENCE CORNER AND 2 FEET NORTH OF A
 GA1429'WIRE FENCE.  IT IS A STANDARD
 GA1429'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA1429'IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA1429'AND THE DISK IS
 GA1429'STAMPED LEE RM-2 1963.
 GA1429'
 GA1429'INTERSECTION STATION KINGSPORT, WKPT-FM RADIO MAST WILL SERVE AS THE
 GA1429'AZIMUTH MARK.  SEE
 GA1429'DESCRIPTION THEREOF.
 GA1429'
 GA1429'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA1429'
 GA1429'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA1429
 GA1429                          STATION RECOVERY (1964)
 GA1429
 GA1429'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1429'4 MI W FROM KINGSPORT.
 GA1429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11W AND
 GA1429'STATE ROUTE 81A IN KINGSPORT, GO 3.0 MILES WEST ON U.S. HIGHWAY
 GA1429'11W TO THE STATION ON THE LEFT.  THE STATION IS 90 FEET SOUTH OF
 GA1429'THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 18 FEET NORTH OF A
 GA1429'WIRE FENCE AND 18.0 FEET NORTH OF A WITNESS POST.  THE MARK IS A
 GA1429'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA1429'FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1008 ***********************************************************************
 FD1008  DESIGNATION -  LEE
 FD1008  PID         -  FD1008
 FD1008  STATE/COUNTY-  TN/WAYNE
 FD1008  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1008
 FD1008                         *CURRENT SURVEY CONTROL
 FD1008  ___________________________________________________________________
 FD1008* NAD 83(1986)-  35 19 53.     (N)    087 38 08.     (W)     SCALED    
 FD1008* NAVD 88     -       299.357  (meters)     982.14   (feet)  ADJUSTED  
 FD1008  ___________________________________________________________________
 FD1008  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1008  DYNAMIC HT  -         299.074 (meters)     981.21  (feet)  COMP
 FD1008  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FD1008
 FD1008  VERT ORDER  -  SECOND    CLASS 0
 FD1008
 FD1008.The horizontal coordinates were scaled from a topographic map and have
 FD1008.an estimated accuracy of +/- 6 seconds.
 FD1008
 FD1008.The orthometric height was determined by differential leveling
 FD1008.and adjusted by the National Geodetic Survey in June 1991..
 FD1008
 FD1008.The geoid height was determined by GEOID03.
 FD1008
 FD1008.The dynamic height is computed by dividing the NAVD 88
 FD1008.geopotential number by the normal gravity value computed on the
 FD1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1008.degrees latitude (g = 980.6199 gals.).
 FD1008
 FD1008.The modeled gravity was interpolated from observed gravity values.
 FD1008
 FD1008;                    North         East    Units  Estimated Accuracy
 FD1008;SPC TN       -   111,980.      451,310.      MT  (+/- 180 meters Scaled)
 FD1008
 FD1008                          SUPERSEDED SURVEY CONTROL
 FD1008
 FD1008  NGVD 29 (??/??/92)  299.324  (m)          982.03   (f) ADJ UNCH    2 0
 FD1008
 FD1008.Superseded values are not recommended for survey control.
 FD1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1008.See file dsdata.txt to determine how the superseded data were derived.
 FD1008
 FD1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE422099(NAD 83)
 FD1008_MARKER: DD = SURVEY DISK
 FD1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1008_STAMPING: LEE 1962
 FD1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1008+STABILITY: SURFACE MOTION
 FD1008
 FD1008  HISTORY     - Date     Condition        Report By
 FD1008  HISTORY     - 1962     MONUMENTED       TNHD
 FD1008
 FD1008                          STATION DESCRIPTION
 FD1008
 FD1008'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1008'8 MI NE FROM WAYNESBORO.
 FD1008'FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO 8.3 MILES
 FD1008'EAST AND NORTH ON U.S. HIGHWAY 64 TO THE STATION ON THE RIGHT.
 FD1008'THE STATION MARK IS 52 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 FD1008'64, 44 FEET EAST OF THE CENTER OF A TRACK ROAD AND 20 FEET
 FD1008'NORTHEAST OF AN 8-INCH OAK TREE.  THE STATION MARK IS A STANDARD
 FD1008'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FD1008'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1577 ***********************************************************************
 FD1577  DESIGNATION -  LEE
 FD1577  PID         -  FD1577
 FD1577  STATE/COUNTY-  TN/WAYNE
 FD1577  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1577
 FD1577                         *CURRENT SURVEY CONTROL
 FD1577  ___________________________________________________________________
 FD1577* NAD 83(1995)-  35 19 54.24997(N)    087 38 08.75807(W)     ADJUSTED  
 FD1577* NAVD 88     -       300.0    (meters)     984.     (feet)  VERTCON   
 FD1577  ___________________________________________________________________
 FD1577  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 FD1577  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1577
 FD1577  HORZ ORDER  -  SECOND
 FD1577
 FD1577.The horizontal coordinates were established by classical geodetic methods
 FD1577.and adjusted by the National Geodetic Survey in April 1999..
 FD1577
 FD1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1577
 FD1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1577
 FD1577.The geoid height was determined by GEOID03.
 FD1577
 FD1577;                    North         East     Units Scale Factor Converg.
 FD1577;SPC TN       -   112,015.584   451,287.990   MT  0.99998658   -0 57 27.5
 FD1577;SPC TN       -   367,504.46  1,480,600.68   sFT  0.99998658   -0 57 27.5
 FD1577;UTM  16      - 3,910,017.739   442,220.006   MT  0.99964114   -0 22 03.6
 FD1577
 FD1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1577!SPC TN       -   0.99995728  x   0.99998658  =   0.99994386
 FD1577!UTM  16      -   0.99995728  x   0.99964114  =   0.99959844
 FD1577
 FD1577|---------------------------------------------------------------------|
 FD1577| PID    Reference Object                     Distance      Geod. Az  |
 FD1577|                                                           dddmmss.s |
 FD1577| FD1009 LEE RM 2                             48.400 METERS 18007     |
 FD1577| FD1578 LIBERTY                             APPROX. 6.4 KM 2745817.8 |
 FD1577| FD1007 LEE RM 1                             46.144 METERS 32949     |
 FD1577| FD1006 LEE AZ MK                                          3422636.3 |
 FD1577|---------------------------------------------------------------------|
 FD1577
 FD1577                          SUPERSEDED SURVEY CONTROL
 FD1577
 FD1577  NAD 83(1995)-  35 19 54.25431(N)    087 38 08.76001(W) AD(       ) 2
 FD1577  NAD 83(1995)-  35 19 54.25428(N)    087 38 08.75994(W) AD(       ) 2
 FD1577  NAD 83(1995)-  35 19 54.25532(N)    087 38 08.75965(W) AD(       ) 2
 FD1577  NAD 83(1986)-  35 19 54.26034(N)    087 38 08.75850(W) AD(       ) 2
 FD1577  NAD 27      -  35 19 53.98060(N)    087 38 08.68160(W) AD(       ) 2
 FD1577  NGVD 29 (07/19/86)  300.0    (m)          984.     (f) VERT ANG       
 FD1577
 FD1577.Superseded values are not recommended for survey control.
 FD1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1577.See file dsdata.txt to determine how the superseded data were derived.
 FD1577
 FD1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4222010018(NAD 83)
 FD1577_MARKER: DD = SURVEY DISK
 FD1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1577
 FD1577  HISTORY     - Date     Condition        Report By
 FD1577  HISTORY     - 1962     MONUMENTED       TNHD
 FD1577
 FD1577                          STATION DESCRIPTION
 FD1577
 FD1577'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1577'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WAYNESBORO.
 FD1577'
 FD1577'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD1577'GO 8.0 MILES EAST AND
 FD1577'NORTH ON U S HIGHWAY 64 TO THE STATION ON THE RIGHT.
 FD1577'
 FD1577'THE STATION IS 52 FEET WEST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD1577'64, 44 FEET EAST OF THE
 FD1577'APPROXIMATE CENTER OF A TRACK ROAD AND 20 FEET
 FD1577'NORTHEAST OF AN 8-INCH OAK TREE.
 FD1577'SURFACE AND UNDERGROUND MARKS ARE
 FD1577'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED LEE 1962. THE
 FD1577'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 FD1577'MARK DISK IS SET
 FD1577'IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1577'
 FD1577'REFERENCE MARK NO 1 IS 90 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD1577'HIGHWAY 64, 62 FEET
 FD1577'NORTHWEST OF 12-INCH OAK TREE AND 21 FEET NORTHEAST OF A
 FD1577'6-INCH HICKORY TREE.  THE MARK
 FD1577'IS A STANDARD TENNESSEE HIGHWAY
 FD1577'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FD1577'AND THE DISK IS STAMPED LEE RM 1 1962.
 FD1577'
 FD1577'REFERENCE MARK NO 2 IS 52 FEET WEST OF A 20-INCH SYCAMORE TREE AND 23
 FD1577'FEET WEST OF THE APPROXIMATE
 FD1577'CENTER OF A GRAVELED AND DIRT TRACK ROAD.  THE
 FD1577'MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1577'DEPARTMENT DISK SET IN A
 FD1577'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 FD1577'IS STAMPED LEE RM 2 1962.
 FD1577'
 FD1577'THE AZIMUTH MARK IS 65 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD1577'HIGHWAY 64.  THE MARK IS A
 FD1577'STANDARD TENNESSEE HIGHWAY DEPARTMENT REFERENCE MARK
 FD1577'DISK SET IN A 10-INCH, SQUARE,
 FD1577'FLUSH, CONCRETE MONUMENT AND THE DISK
 FD1577'IS STAMPED LEE AZI 1962.
 FD1577'
 FD1577'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE NORTH ON U S
 FD1577'HIGHWAY 64 TO THE MARK ON THE RIGHT.
 FD1577'
 FD1577'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD1577'
 FD1577'HEIGHT OF LIGHT ABOVE STATION MARK 30.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1006 ***********************************************************************
 FD1006  DESIGNATION -  LEE AZ MK
 FD1006  PID         -  FD1006
 FD1006  STATE/COUNTY-  TN/WAYNE
 FD1006  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1006
 FD1006                         *CURRENT SURVEY CONTROL
 FD1006  ___________________________________________________________________
 FD1006* NAD 83(1986)-  35 19 58.     (N)    087 38 10.     (W)     SCALED    
 FD1006* NAVD 88     -       294.841  (meters)     967.32   (feet)  ADJUSTED  
 FD1006  ___________________________________________________________________
 FD1006  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1006  DYNAMIC HT  -         294.563 (meters)     966.41  (feet)  COMP
 FD1006  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 FD1006
 FD1006  VERT ORDER  -  SECOND    CLASS 0
 FD1006
 FD1006.The horizontal coordinates were scaled from a topographic map and have
 FD1006.an estimated accuracy of +/- 6 seconds.
 FD1006
 FD1006.The orthometric height was determined by differential leveling
 FD1006.and adjusted by the National Geodetic Survey in June 1991..
 FD1006
 FD1006.The geoid height was determined by GEOID03.
 FD1006
 FD1006.The dynamic height is computed by dividing the NAVD 88
 FD1006.geopotential number by the normal gravity value computed on the
 FD1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1006.degrees latitude (g = 980.6199 gals.).
 FD1006
 FD1006.The modeled gravity was interpolated from observed gravity values.
 FD1006
 FD1006;                    North         East    Units  Estimated Accuracy
 FD1006;SPC TN       -   112,130.      451,260.      MT  (+/- 180 meters Scaled)
 FD1006
 FD1006                          SUPERSEDED SURVEY CONTROL
 FD1006
 FD1006  NGVD 29 (??/??/92)  294.809  (m)          967.22   (f) ADJ UNCH    2 0
 FD1006
 FD1006.Superseded values are not recommended for survey control.
 FD1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1006.See file dsdata.txt to determine how the superseded data were derived.
 FD1006
 FD1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE421101(NAD 83)
 FD1006_MARKER: DD = SURVEY DISK
 FD1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1006_STAMPING: LEE AZI 1962
 FD1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1006+STABILITY: SURFACE MOTION
 FD1006
 FD1006  HISTORY     - Date     Condition        Report By
 FD1006  HISTORY     - 1962     MONUMENTED       TNHD
 FD1006
 FD1006                          STATION DESCRIPTION
 FD1006
 FD1006'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1006'8 MI NE FROM WAYNESBORO.
 FD1006'FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO 8.2 MILES
 FD1006'EAST AND NORTH ON U.S. HIGHWAY 64 TO THE MARK ON THE LEFT.  THE
 FD1006'AZIMUTH IS 65 FEET EAST OF THE CENTER OF U.S. HIGHWAY 64.  THE
 FD1006'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 FD1006'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1430 ***********************************************************************
 GA1430  DESIGNATION -  LEE RM 1
 GA1430  PID         -  GA1430
 GA1430  STATE/COUNTY-  TN/HAWKINS
 GA1430  USGS QUAD   -  CHURCH HILL (1991)
 GA1430
 GA1430                         *CURRENT SURVEY CONTROL
 GA1430  ___________________________________________________________________
 GA1430* NAD 83(1986)-  36 32 55.     (N)    082 38 31.     (W)     SCALED    
 GA1430* NAVD 88     -       396.966  (meters)    1302.38   (feet)  ADJUSTED  
 GA1430  ___________________________________________________________________
 GA1430  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1430  DYNAMIC HT  -         396.609 (meters)    1301.21  (feet)  COMP
 GA1430  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GA1430
 GA1430  VERT ORDER  -  SECOND    CLASS 0
 GA1430
 GA1430.The horizontal coordinates were scaled from a topographic map and have
 GA1430.an estimated accuracy of +/- 6 seconds.
 GA1430
 GA1430.The orthometric height was determined by differential leveling
 GA1430.and adjusted by the National Geodetic Survey in June 1991..
 GA1430
 GA1430.The geoid height was determined by GEOID03.
 GA1430
 GA1430.The dynamic height is computed by dividing the NAVD 88
 GA1430.geopotential number by the normal gravity value computed on the
 GA1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1430.degrees latitude (g = 980.6199 gals.).
 GA1430
 GA1430.The modeled gravity was interpolated from observed gravity values.
 GA1430
 GA1430;                    North         East    Units  Estimated Accuracy
 GA1430;SPC TN       -   250,950.      900,610.      MT  (+/- 180 meters Scaled)
 GA1430
 GA1430                          SUPERSEDED SURVEY CONTROL
 GA1430
 GA1430.No superseded survey control is available for this station.
 GA1430
 GA1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA530460(NAD 83)
 GA1430_MARKER: DD = SURVEY DISK
 GA1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1430_STAMPING: LEE RM-1 1963
 GA1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1430+STABILITY: SURFACE MOTION
 GA1430
 GA1430  HISTORY     - Date     Condition        Report By
 GA1430  HISTORY     - 1963     MONUMENTED       TNHD
 GA1430  HISTORY     - 1964     GOOD             TNHD
 GA1430
 GA1430                          STATION DESCRIPTION
 GA1430
 GA1430'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1430'4 MI W FROM KINGSPORT.
 GA1430'THE MARK IS LOCATED AT THE LEE 1963 STATION SITE, 98 FEET SOUTH
 GA1430'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 9 FEET NORTH OF
 GA1430'A WIRE FENCE AND 2 FEET WEST OF A POWER POLE.  THE MARK IS A
 GA1430'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GA1430'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1007 ***********************************************************************
 FD1007  DESIGNATION -  LEE RM 1
 FD1007  PID         -  FD1007
 FD1007  STATE/COUNTY-  TN/WAYNE
 FD1007  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1007
 FD1007                         *CURRENT SURVEY CONTROL
 FD1007  ___________________________________________________________________
 FD1007* NAD 83(1986)-  35 19 53.     (N)    087 38 08.     (W)     SCALED    
 FD1007* NAVD 88     -       297.883  (meters)     977.30   (feet)  ADJUSTED  
 FD1007  ___________________________________________________________________
 FD1007  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1007  DYNAMIC HT  -         297.602 (meters)     976.38  (feet)  COMP
 FD1007  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FD1007
 FD1007  VERT ORDER  -  SECOND    CLASS 0
 FD1007
 FD1007.The horizontal coordinates were scaled from a topographic map and have
 FD1007.an estimated accuracy of +/- 6 seconds.
 FD1007
 FD1007.The orthometric height was determined by differential leveling
 FD1007.and adjusted by the National Geodetic Survey in June 1991..
 FD1007
 FD1007.The geoid height was determined by GEOID03.
 FD1007
 FD1007.The dynamic height is computed by dividing the NAVD 88
 FD1007.geopotential number by the normal gravity value computed on the
 FD1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1007.degrees latitude (g = 980.6199 gals.).
 FD1007
 FD1007.The modeled gravity was interpolated from observed gravity values.
 FD1007
 FD1007;                    North         East    Units  Estimated Accuracy
 FD1007;SPC TN       -   111,980.      451,310.      MT  (+/- 180 meters Scaled)
 FD1007
 FD1007                          SUPERSEDED SURVEY CONTROL
 FD1007
 FD1007  NGVD 29 (??/??/92)  297.851  (m)          977.20   (f) ADJ UNCH    2 0
 FD1007
 FD1007.Superseded values are not recommended for survey control.
 FD1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1007.See file dsdata.txt to determine how the superseded data were derived.
 FD1007
 FD1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE422099(NAD 83)
 FD1007_MARKER: DD = SURVEY DISK
 FD1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1007_STAMPING: LEE RM 1 1962
 FD1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1007+STABILITY: SURFACE MOTION
 FD1007
 FD1007  HISTORY     - Date     Condition        Report By
 FD1007  HISTORY     - 1962     MONUMENTED       TNHD
 FD1007
 FD1007                          STATION DESCRIPTION
 FD1007
 FD1007'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1007'8 MI NE FROM WAYNESBORO.
 FD1007'THIS MARK IS LOCATED AT THE LEE 1962 STATION SITE, 90 FEET WEST
 FD1007'OF THE CENTER OF U.S. HIGHWAY 64, 62 FEET NORTHWEST OF A 12-INCH
 FD1007'OAK TREE, 21 FEET NORTHEAST OF A 6-INCH HICKORY TREE AND 151 FEET
 FD1007'NORTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD1007'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD1007'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1428 ***********************************************************************
 GA1428  DESIGNATION -  LEE RM 2
 GA1428  PID         -  GA1428
 GA1428  STATE/COUNTY-  TN/HAWKINS
 GA1428  USGS QUAD   -  CHURCH HILL (1991)
 GA1428
 GA1428                         *CURRENT SURVEY CONTROL
 GA1428  ___________________________________________________________________
 GA1428* NAD 83(1986)-  36 32 55.     (N)    082 38 31.     (W)     SCALED    
 GA1428* NAVD 88     -       398.145  (meters)    1306.25   (feet)  ADJUSTED  
 GA1428  ___________________________________________________________________
 GA1428  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1428  DYNAMIC HT  -         397.787 (meters)    1305.07  (feet)  COMP
 GA1428  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 GA1428
 GA1428  VERT ORDER  -  SECOND    CLASS 0
 GA1428
 GA1428.The horizontal coordinates were scaled from a topographic map and have
 GA1428.an estimated accuracy of +/- 6 seconds.
 GA1428
 GA1428.The orthometric height was determined by differential leveling
 GA1428.and adjusted by the National Geodetic Survey in June 1991..
 GA1428
 GA1428.The geoid height was determined by GEOID03.
 GA1428
 GA1428.The dynamic height is computed by dividing the NAVD 88
 GA1428.geopotential number by the normal gravity value computed on the
 GA1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1428.degrees latitude (g = 980.6199 gals.).
 GA1428
 GA1428.The modeled gravity was interpolated from observed gravity values.
 GA1428
 GA1428;                    North         East    Units  Estimated Accuracy
 GA1428;SPC TN       -   250,950.      900,610.      MT  (+/- 180 meters Scaled)
 GA1428
 GA1428                          SUPERSEDED SURVEY CONTROL
 GA1428
 GA1428  NGVD 29 (??/??/92)  398.310  (m)         1306.79   (f) ADJ UNCH    2 0
 GA1428
 GA1428.Superseded values are not recommended for survey control.
 GA1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1428.See file dsdata.txt to determine how the superseded data were derived.
 GA1428
 GA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA530460(NAD 83)
 GA1428_MARKER: DD = SURVEY DISK
 GA1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1428_STAMPING: LEE RM-2 1963
 GA1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1428+STABILITY: SURFACE MOTION
 GA1428
 GA1428  HISTORY     - Date     Condition        Report By
 GA1428  HISTORY     - 1963     MONUMENTED       TNHD
 GA1428  HISTORY     - 1964     GOOD             TNHD
 GA1428
 GA1428                          STATION DESCRIPTION
 GA1428
 GA1428'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1428'4 MI W FROM KINGSPORT.
 GA1428'THE MARK IS LOCATED AT THE LEE 1963 STATION SITE, 107 FEET SOUTH
 GA1428'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 5 FEET NORTHEAST
 GA1428'OF A FENCE CORNER AND 2 FEET NORTH OF A WIRE FENCE.  THE MARK IS
 GA1428'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GA1428'FLUSH, SQUARE, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1009 ***********************************************************************
 FD1009  DESIGNATION -  LEE RM 2
 FD1009  PID         -  FD1009
 FD1009  STATE/COUNTY-  TN/WAYNE
 FD1009  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1009
 FD1009                         *CURRENT SURVEY CONTROL
 FD1009  ___________________________________________________________________
 FD1009* NAD 83(1986)-  35 19 53.     (N)    087 38 08.     (W)     SCALED    
 FD1009* NAVD 88     -       298.724  (meters)     980.06   (feet)  ADJUSTED  
 FD1009  ___________________________________________________________________
 FD1009  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD1009  DYNAMIC HT  -         298.442 (meters)     979.14  (feet)  COMP
 FD1009  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 FD1009
 FD1009  VERT ORDER  -  SECOND    CLASS 0
 FD1009
 FD1009.The horizontal coordinates were scaled from a topographic map and have
 FD1009.an estimated accuracy of +/- 6 seconds.
 FD1009
 FD1009.The orthometric height was determined by differential leveling
 FD1009.and adjusted by the National Geodetic Survey in June 1991..
 FD1009
 FD1009.The geoid height was determined by GEOID03.
 FD1009
 FD1009.The dynamic height is computed by dividing the NAVD 88
 FD1009.geopotential number by the normal gravity value computed on the
 FD1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1009.degrees latitude (g = 980.6199 gals.).
 FD1009
 FD1009.The modeled gravity was interpolated from observed gravity values.
 FD1009
 FD1009;                    North         East    Units  Estimated Accuracy
 FD1009;SPC TN       -   111,980.      451,310.      MT  (+/- 180 meters Scaled)
 FD1009
 FD1009                          SUPERSEDED SURVEY CONTROL
 FD1009
 FD1009  NGVD 29 (??/??/92)  298.691  (m)          979.96   (f) ADJ UNCH    2 0
 FD1009
 FD1009.Superseded values are not recommended for survey control.
 FD1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1009.See file dsdata.txt to determine how the superseded data were derived.
 FD1009
 FD1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE422099(NAD 83)
 FD1009_MARKER: DD = SURVEY DISK
 FD1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1009_STAMPING: LEE RM 2 1962
 FD1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1009+STABILITY: SURFACE MOTION
 FD1009
 FD1009  HISTORY     - Date     Condition        Report By
 FD1009  HISTORY     - 1962     MONUMENTED       TNHD
 FD1009
 FD1009                          STATION DESCRIPTION
 FD1009
 FD1009'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1009'8 MI NE FROM WAYNESBORO.
 FD1009'THIS MARK IS LOCATED AT THE LEE 1962 STATION SITE, 52 FEET WEST
 FD1009'OF A 20-INCH SYCAMORE TREE, 23 FEET WEST OF THE CENTER OF A
 FD1009'GRAVELED AND DIRT TRACK ROAD, AND 159 FEET SOUTH OF THE STATION.
 FD1009'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 FD1009'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 FD1009'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2164 ***********************************************************************
 GC2164  DESIGNATION -  LEEVILLE TX E PLINE MICROWAVE
 GC2164  PID         -  GC2164
 GC2164  STATE/COUNTY-  TN/WILSON
 GC2164  USGS QUAD   -  MARTHA (1975)
 GC2164
 GC2164                         *CURRENT SURVEY CONTROL
 GC2164  ___________________________________________________________________
 GC2164* NAD 83(1995)-  36 09 13.31332(N)    086 22 48.03028(W)     ADJUSTED  
 GC2164* NAVD 88     -                                                        
 GC2164  ___________________________________________________________________
 GC2164  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 GC2164  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GC2164
 GC2164  HORZ ORDER  -  THIRD
 GC2164
 GC2164.The horizontal coordinates were established by classical geodetic methods
 GC2164.and adjusted by the National Geodetic Survey in April 1999..
 GC2164
 GC2164
 GC2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2164
 GC2164.The geoid height was determined by GEOID03.
 GC2164
 GC2164;                    North         East     Units Scale Factor Converg.
 GC2164;SPC TN       -   202,035.520   565,804.968   MT  0.99996391   -0 13 20.9
 GC2164;SPC TN       -   662,844.87  1,856,311.80   sFT  0.99996391   -0 13 20.9
 GC2164;UTM  16      - 4,001,174.060   555,770.073   MT  0.99963832   +0 21 56.8
 GC2164
 GC2164                          SUPERSEDED SURVEY CONTROL
 GC2164
 GC2164  NAD 83(1995)-  36 09 13.31633(N)    086 22 48.03255(W) AD(       ) 4
 GC2164  NAD 83(1995)-  36 09 13.31821(N)    086 22 48.03407(W) AD(       ) 4
 GC2164  NAD 83(1986)-  36 09 13.32387(N)    086 22 48.03226(W) AD(       ) 4
 GC2164  NAD 27      -  36 09 13.12000(N)    086 22 48.06000(W) AD(       ) 3
 GC2164
 GC2164.Superseded values are not recommended for survey control.
 GC2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2164.See file dsdata.txt to determine how the superseded data were derived.
 GC2164
 GC2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF5577001174(NAD 83)
 GC2164_MARKER: 44 = MICROWAVE MAST
 GC2164
 GC2164  HISTORY     - Date     Condition        Report By
 GC2164  HISTORY     - 1960     FIRST OBSERVED   CGS
 GC2164
 GC2164                          STATION DESCRIPTION
 GC2164
 GC2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2164'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF LEBANON AND ABOUT 4
 GC2164'MILES SOUTHEAST OF LEEVILLE.
 GC2164'
 GC2164'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO 1 BLOCK WEST, TO
 GC2164'A TRAFFIC LIGHT.  TURN LEFT, SOUTH, ON SOUTH MAPLE AND GO 1.4 MILES
 GC2164'TO A FORK.  KEEP RIGHT AND GO WEST AND SOUTH FOR 2.05 MILES TO A
 GC2164'FORK.  KEEP RIGHT, ON A HARD SURFACE ROAD AND GO 3.25 MILES TO
 GC2164'STATION ON THE RIGHT.
 GC2164'
 GC2164'THE MAST IS MOUNTED ON A CONCRETE PIER, COLORED RED AND WHITE AND THE
 GC2164'OVER-ALL HEIGHT IS 140 FEET.  THE RED LIGHT ON TOP WAS THE POINT
 GC2164'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2673 ***********************************************************************
 GC2673  DESIGNATION -  LEGATE
 GC2673  PID         -  GC2673
 GC2673  STATE/COUNTY-  TN/STEWART
 GC2673  USGS QUAD   -  INDIAN MOUND (1982)
 GC2673
 GC2673                         *CURRENT SURVEY CONTROL
 GC2673  ___________________________________________________________________
 GC2673* NAD 83(1995)-  36 32 50.86156(N)    087 39 48.15938(W)     ADJUSTED  
 GC2673* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 GC2673  ___________________________________________________________________
 GC2673  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GC2673  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2673
 GC2673  HORZ ORDER  -  THIRD
 GC2673
 GC2673.The horizontal coordinates were established by classical geodetic methods
 GC2673.and adjusted by the National Geodetic Survey in April 1999..
 GC2673
 GC2673.The orthometric height was scaled from a topographic map.
 GC2673
 GC2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2673
 GC2673.The geoid height was determined by GEOID03.
 GC2673
 GC2673;                    North         East     Units Scale Factor Converg.
 GC2673;SPC TN       -   246,928.538   451,070.496   MT  1.00002581   -0 58 25.7
 GC2673;SPC TN       -   810,131.38  1,479,887.12   sFT  1.00002581   -0 58 25.7
 GC2673;UTM  16      - 4,044,877.407   440,626.931   MT  0.99964343   -0 23 42.2
 GC2673
 GC2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2673!SPC TN       -   0.99997071  x   1.00002581  =   0.99999652
 GC2673!UTM  16      -   0.99997071  x   0.99964343  =   0.99961415
 GC2673
 GC2673|---------------------------------------------------------------------|
 GC2673| PID    Reference Object                     Distance      Geod. Az  |
 GC2673|                                                           dddmmss.s |
 GC2673| CG6756 LEGATE RM 1                          27.528 METERS 09453     |
 GC2673| CG6755 LEGATE AZ MK                                       2130441.1 |
 GC2673| CG6757 LEGATE RM 2                          25.478 METERS 22304     |
 GC2673|---------------------------------------------------------------------|
 GC2673
 GC2673                          SUPERSEDED SURVEY CONTROL
 GC2673
 GC2673  NAD 83(1995)-  36 32 50.86290(N)    087 39 48.16136(W) AD(       ) 3
 GC2673  NAD 83(1995)-  36 32 50.86474(N)    087 39 48.16265(W) AD(       ) 3
 GC2673  NAD 83(1986)-  36 32 50.87179(N)    087 39 48.16301(W) AD(       ) 3
 GC2673  NAD 27      -  36 32 50.69600(N)    087 39 48.11100(W) AD(       ) 3
 GC2673
 GC2673.Superseded values are not recommended for survey control.
 GC2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2673.See file dsdata.txt to determine how the superseded data were derived.
 GC2673
 GC2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4062744877(NAD 83)
 GC2673_MARKER: DS = TRIANGULATION STATION DISK
 GC2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2673
 GC2673  HISTORY     - Date     Condition        Report By
 GC2673  HISTORY     - 1953     MONUMENTED       CGS
 GC2673  HISTORY     - 1957     GOOD             CGS
 GC2673
 GC2673                          STATION DESCRIPTION
 GC2673
 GC2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2673'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF DOVER AND 1.5 MILES
 GC2673'EAST OF LEGATE, ON PROPERTY OWNED BY MR. E.G.  KEATTS. IT IS
 GC2673'90 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 81 FEET
 GC2673'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 45 FEET
 GC2673'SOUTH OF THE CENTER OF U.S. HIGHWAY 79, 16 FEET SOUTHEAST OF A FENCE
 GC2673'CORNER AND 15 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK
 GC2673'IS FLUSH AND THE DISK IS STAMPED LEGATE 1953.
 GC2673'
 GC2673'REFERENCE MARK NO. 1 IS 54 FEET NORTH OF THE NORTHWEST CORNER OF A
 GC2673'BARN, 31 FEET SOUTH OF THE CENTER OF U.S.  HIGHWAY 79 AND
 GC2673'1 FOOT SOUTH OF A FENCE LINE. THE MARK IS FLUSH AND THE DISK IS
 GC2673'STAMPED LEGATE NO 1 1953.
 GC2673'
 GC2673'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE NORTHEAST CORNER OF A
 GC2673'FRAME HOUSE AND 1 FOOT EAST OF A FENCE LINE.THE MARK IS FLUSH
 GC2673'AND THE DISK IS STAMPED LEGATE NO 2 1953.
 GC2673'
 GC2673'AZIMUTH MARK IS 22 FEET EAST OF THE INTERSECTION OF A PAVED ROAD AND
 GC2673'A GRAVEL T ROAD WEST, 3 FEET NORTH OF A WHITE WITNESS
 GC2673'POST AND 1 FOOT NORTHWEST OF A FENCE CORNER. THE MARK PROJECTS 4
 GC2673'INCHES AND THE DISK IS STAMPED LEGATE 1953.
 GC2673'
 GC2673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2673'HIGHWAY 120 (ABOUT 3 MILES SOUTHEAST OF BIG ROCK) GO EAST ON
 GC2673'U.S. HIGHWAY 79 FOR 3.5 MILES TO THE STATION ON THE RIGHT AS
 GC2673'DESCRIBED.
 GC2673'
 GC2673'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 GC2673'79 FOR 0.15 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON PAVED
 GC2673'ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT AND THE MARK AS DESCRIBED.
 GC2673'
 GC2673'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2673
 GC2673                          STATION RECOVERY (1957)
 GC2673
 GC2673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2673'STATION, REFERENCE MARK AND AZIMUTH MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0251 ***********************************************************************
 FD0251  DESIGNATION -  LEMM 2
 FD0251  PID         -  FD0251
 FD0251  STATE/COUNTY-  TN/COFFEE
 FD0251  USGS QUAD   -  MANCHESTER (1972)
 FD0251
 FD0251                         *CURRENT SURVEY CONTROL
 FD0251  ___________________________________________________________________
 FD0251* NAD 83(1995)-  35 25 35.77390(N)    086 01 35.66854(W)     ADJUSTED  
 FD0251* NAVD 88     -       332.49   (meters)    1090.8    (feet)  RESET     
 FD0251  ___________________________________________________________________
 FD0251  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FD0251  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0251
 FD0251  HORZ ORDER  -  SECOND
 FD0251  VERT ORDER  -  THIRD
 FD0251
 FD0251.The horizontal coordinates were established by classical geodetic methods
 FD0251.and adjusted by the National Geodetic Survey in April 1999..
 FD0251
 FD0251.The orthometric height was computed from unverified reset data.
 FD0251
 FD0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0251
 FD0251.The geoid height was determined by GEOID03.
 FD0251
 FD0251;                    North         East     Units Scale Factor Converg.
 FD0251;SPC TN       -   121,298.227   597,586.776   MT  0.99997353   -0 00 56.0
 FD0251;SPC TN       -   397,959.27  1,960,582.61   sFT  0.99997353   -0 00 56.0
 FD0251;UTM  16      - 3,920,788.616   588,364.610   MT  0.99969622   +0 33 51.5
 FD0251
 FD0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0251!SPC TN       -   0.99995234  x   0.99997353  =   0.99992587
 FD0251!UTM  16      -   0.99995234  x   0.99969622  =   0.99964858
 FD0251
 FD0251|---------------------------------------------------------------------|
 FD0251| PID    Reference Object                     Distance      Geod. Az  |
 FD0251|                                                           dddmmss.s |
 FD0251| FD0250 LEMM                                 29.575 METERS 01136     |
 FD0251| FD0252 LEMM 2 RM 3                          15.457 METERS 13717     |
 FD0251| FD0248 LEMM AZ MK                                         1913557.6 |
 FD0251| FD0253 LEMM 2 RM 4                          24.335 METERS 20823     |
 FD0251| FD0254 LEMM RM 2                            11.769 METERS 31633     |
 FD0251| CG6763 LEMM 2 RM 5                           5.694 METERS 33505     |
 FD0251|---------------------------------------------------------------------|
 FD0251
 FD0251                          SUPERSEDED SURVEY CONTROL
 FD0251
 FD0251  NAD 83(1995)-  35 25 35.78095(N)    086 01 35.66940(W) AD(       ) 2
 FD0251  NAD 83(1995)-  35 25 35.78054(N)    086 01 35.66977(W) AD(       ) 2
 FD0251  NAD 83(1995)-  35 25 35.78114(N)    086 01 35.66816(W) AD(       ) 2
 FD0251  NAD 83(1986)-  35 25 35.78416(N)    086 01 35.66632(W) AD(       ) 2
 FD0251  NAD 27      -  35 25 35.50470(N)    086 01 35.71550(W) AD(       ) 2
 FD0251  NGVD 29 (07/19/86)  332.48   (m)         1090.8    (f) LEVELING    3  
 FD0251
 FD0251.Superseded values are not recommended for survey control.
 FD0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0251.See file dsdata.txt to determine how the superseded data were derived.
 FD0251
 FD0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8836520789(NAD 83)
 FD0251_MARKER: DE = TRAVERSE STATION DISK
 FD0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0251_STAMPING: LEMM 2 1964
 FD0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0251+STABILITY: SURFACE MOTION
 FD0251
 FD0251  HISTORY     - Date     Condition        Report By
 FD0251  HISTORY     - 1964     MONUMENTED       CGS
 FD0251  HISTORY     - 1964     GOOD             CGS
 FD0251  HISTORY     - 1972     SEE DESCRIPTION  TVA
 FD0251  HISTORY     - 1975     GOOD             NGS
 FD0251
 FD0251                          STATION DESCRIPTION
 FD0251
 FD0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FD0251'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MANCHESTER, ABOUT
 FD0251'3.5 MILES NORTHWEST OF
 FD0251'HILLSBORO AND ON U S GOVERNMENT PROPERTY IN THE
 FD0251'NORTHEAST SECTION OF THE ARNOLD
 FD0251'ENGINEERING DEVELOPEMENT CENTER.
 FD0251'
 FD0251'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE
 FD0251'ROUTE 55 IN THE SOUTH PART
 FD0251'OF MANCHESTER, GO SOUTHEAST ON U S HIGHWAY 41 FOR 4.57
 FD0251'MILES TO A PAVED ROAD ON THE
 FD0251'RIGHT AND SIGN ARNOLD ENGINEERING
 FD0251'DEVELOPEMENT CENTER U S A F.  HERE TURN RIGHT
 FD0251'ON THIS PAVED ROAD AND
 FD0251'GO SOUTHWESTERLY FOR 1.7 MILES TO A GRAVELED CROSSROAD, TURN
 FD0251'RIGHT, WESTERLY,
 FD0251'ON THE GRAVELED ROAD AND GO 0.55 MILE TO A TRACK ROAD ON
 FD0251'THE RIGHT BETWEEN TWO LARGE
 FD0251'CONCRETE POSTS.  HERE TURN RIGHT AND GO
 FD0251'NORTH- NORTHEASTERLY ON THIS TRACK ROAD FOR
 FD0251'1.05 MILE TO THE AZIMUTH
 FD0251'MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON TRACK ROAD FOR 0.1
 FD0251'MILE TO THE
 FD0251'STATION ON THE RIGHT JUST SOUTH OF INTERSTATE ROUTE 24.
 FD0251'
 FD0251'THE STATION IS 49 FEET EAST OF A TRIANGLE BLAZED, 18-INCH OAK TREE,
 FD0251'14 FEET EAST OF THE
 FD0251'APPROXIMATE CENTER OF THE TRACK ROAD, 12 FEET SOUTHWEST
 FD0251'OF A TRIANGLE BLAZED, 16-INCH
 FD0251'OAK TREE, 6 FEET NORTHWEST OF A
 FD0251'TRIANGLE BLAZED, 10-INCH OAK TREE, 3.3 FEET
 FD0251'NORTH OF A METAL WITNESS
 FD0251'POST AND SIGN, AND JUST SOUTH OF INTERSTATE ROUTE 24
 FD0251'RIGHT-OF-WAY
 FD0251'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD0251'CONCRETE MONUMENT
 FD0251'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED LEMM
 FD0251'2 1964.  THE UNDERGROUND DISK IS
 FD0251'ABOUT 30 INCHES BELOW THE SURFACE.
 FD0251'
 FD0251'REFERENCE MARK NO 2 IS 28 FEET NORTHEAST OF A TRIANGLE BLAZED,
 FD0251'18-INCH OAK TREE
 FD0251'AND 17 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FD0251'TRACK ROAD.  IT IS A STANDARD DISK
 FD0251'SET IN THE TOP OF A 10-INCH,
 FD0251'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FD0251'THE DISK IS
 FD0251'STAMPED LEMM NO 2 1962.
 FD0251'
 FD0251'REFERENCE MARK NO 3 IS 55 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD0251'TRACK ROAD, 16
 FD0251'FEET SOUTHEAST OF A TRIANGLE BLAZED, 16-INCH OAK TREE
 FD0251'AND 4 FEET NORTHWEST OF AN
 FD0251'18-INCH OAK TREE WITH A METAL WITNESS SIGN
 FD0251'ATTACHED.  IT IS A STANDARD DISK SET IN THE
 FD0251'TOP OF A 10-INCH, SQUARE,
 FD0251'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FD0251'LEMM 2 NO 3 1964.
 FD0251'
 FD0251'REFERENCE MARK NO 4 IS 26 FEET EAST OF A TRIANGLE BLAZED, 18-INCH OAK
 FD0251'TREE AND 13 FEET WEST OF
 FD0251'THE APPROXIMATE CENTER OF THE TRACK ROAD.  IT IS A
 FD0251'STANDARD DISK SET IN THE TOP OF A
 FD0251'10-INCH SQUARE, CONCRETE MONUMENT
 FD0251'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LEMM 2
 FD0251'NO 4 1964.
 FD0251'
 FD0251'THE AZIMUTH MARK IS 31 FEET SOUTHEAST OF A 15-INCH OAK TREE, 19 FEET
 FD0251'WEST OF THE APPROXIMATE
 FD0251'CENTER OF THE TRACK ROAD AND 2.6 FEET NORTH OF A
 FD0251'METAL WITNESS POST AND SIGN.  IT
 FD0251'IS A STANDARD DISK SET IN THE TOP OF
 FD0251'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FD0251'4 INCHES AND THE
 FD0251'DISK IS STAMPED LEMM 1962.
 FD0251'
 FD0251'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
 FD0251'
 FD0251'NOTE-THE HORIZONTAL MEASURED DISTANCE BETWEEN OLD STATION LEMM 1962
 FD0251'(NOW DESTROYED) AND
 FD0251'THE NEW STATION LEMM 2 1964 IS 97.03 FEET FEET AND
 FD0251'29.575 METERS.
 FD0251
 FD0251                          STATION RECOVERY (1964)
 FD0251
 FD0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FD0251'5 MI SE FROM MANCHESTER.
 FD0251'THIS MARK IS AT THE LEMM 2 1964 TRAVERSE STATION SITE.  TO REACH
 FD0251'FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROUTE 55 IN
 FD0251'THE SOUTH PART OF MANCHESTER, GO SOUTHEAST ON U.S. HIGHWAY 41
 FD0251'FOR 4.75 MILES TO A PAVED ROAD RIGHT AND SIGN ARNOLD ENGINEERING
 FD0251'DEVELOPEMENT CENTER U.S.A.F.  HERE TURN RIGHT ON THIS PAVED ROAD
 FD0251'AND GO SOUTHWESTERLY FOR 1.7 MILES TO A GRAVELED CROSSROAD, TURN
 FD0251'RIGHT, WESTERLY, ON THE GRAVELED ROAD AND GO 0.55 MILE TO A TRACK
 FD0251'ROAD ON THE RIGHT BETWEEN TWO LARGE CONCRETE POSTS.  HERE TURN
 FD0251'RIGHT AND GO NORTH-NORTHEASTERLY ON THIS TRACK ROAD FOR 1.15 MILE
 FD0251'TO THE MARK ON THE RIGHT JUST SOUTH OF INTERSTATE ROUTE 24.  IT
 FD0251'IS 49 FEET EAST OF A TRIANGLE BLAZED, 18-INCH OAK TREE, 14 FEET
 FD0251'EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 12 FEET SOUTHWEST
 FD0251'OF A TRIANGLE BLAZED, 16-INCH OAK TREE, 6 FEET NORTHWEST OF A
 FD0251'TRIANGLE BLAZED, 10-INCH OAK TREE, 3.3 FEET NORTH OF A METAL
 FD0251'WITNESS POST AND SIGN, AND JUST SOUTH OF INTERSTATE ROUTE 24
 FD0251'RIGHT-OF-WAY FENCE.  A STANDARD TRAVERSE STATION DISK SET IN THE
 FD0251'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6
 FD0251'INCHES.
 FD0251
 FD0251                          STATION RECOVERY (1972)
 FD0251
 FD0251'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FD0251'LEMM 2 REF NO. 2 AND 4 BELIEVE DESTROYED BY CONSTRUCTION.
 FD0251'
 FD0251'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MI SOUTHEAST
 FD0251'OF MANCHESTER.
 FD0251
 FD0251                          STATION RECOVERY (1975)
 FD0251
 FD0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD0251'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE FOUND
 FD0251'IN GOOD CONDITION.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 FD0251'OBSTRUCTED BY THICK BRUSK.  REFERENCE MARK 2 FOUND DESTROYED.
 FD0251'REFERENCE MARK 4 WAS NOT FOUND AND ASSUMED DESTROYED BY GRADING.
 FD0251'REFERENCE MARK 5 WAS SET.  THE DISTANCE TO REFERENCE MARK 3
 FD0251'CHECKED.  A NEW DESCRIPTION FOLLOWS--
 FD0251'
 FD0251'THE STATION IS 12 FEET SOUTHWEST OF A TRIANGULAR BLAZED 16 INCH OAK
 FD0251'TREE, 6 FEET NORTHWEST OF A TRIANGULAR BLAZED 10 INCH OAK TREE, 3
 FD0251'FEET NORTH OF A METAL WITNESS POST AND 5 FEET SOUTHWEST OF THE
 FD0251'RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 24.  THE MONUMENT
 FD0251'PROJECTS 3 INCHES AND THE DISK IS STAMPED LEMM 2 1964.
 FD0251'
 FD0251'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND
 FD0251'INTERSTATE HIGHWAY 24 AT THE SOUTH EDGE OF MANCHESTER, GO SOUTHEAST
 FD0251'ON INTERSTATE HIGHWAY 24 FOR 2.7 MILES TO THE STATION ON THE RIGHT.
 FD0251'
 FD0251'REFERENCE MARK 3 IS 55 FEET EAST OF THE CENTERLINE OF TRACK ROAD, 16
 FD0251'FEET SOUTHEAST OF THE BLAZED 16 INCH OAK TREE, 4 FEET NORTHWEST OF
 FD0251'AN 18 INCH OAK TREE WITH A METAL WITNESS SIGN ATTACHED AND 3 FEET
 FD0251'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 2
 FD0251'INCHES AND THE DISK IS STAMPED LEMM 2 NO 3 1964.
 FD0251'
 FD0251'REFERENCE MARK 5 IS A STANDARD PRE CAST ALUMINUM MONUMENT, STAMPED
 FD0251'LEMM 2 1964 NO 5 1975, PROJECTING 3 INCHES, 1 FOOT SOUTHWEST OF
 FD0251'FENCE, 20 FEET NORTHWEST OF THE METAL WITNESS POST AND 25 FEET
 FD0251'NORTHWEST OF THE 10 INCH OAK TREE.
 FD0251'
 FD0251'THE AZIMUTH MARK IS 31 FEET SOUTHEAST OF A 16 INCH OAK TREE, 19 FEET
 FD0251'WEST OF THE CENTERLINE OF TRACK ROAD AND 3 FEET NORTH OF A METAL
 FD0251'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 FD0251'STAMPED LEMM 1962.
 FD0251'
 FD0251'(THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTHWEST OF THE STATION, ACROSS
 FD0251'BORROW PIT AND IN WOODS.)
 FD0251'
 FD0251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 FD0251'SOUTHEAST OF MANCHESTER.
 FD0251'
 FD0251'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0252 ***********************************************************************
 FD0252  DESIGNATION -  LEMM 2 RM 3
 FD0252  PID         -  FD0252
 FD0252  STATE/COUNTY-  TN/COFFEE
 FD0252  USGS QUAD   -  MANCHESTER (1972)
 FD0252
 FD0252                         *CURRENT SURVEY CONTROL
 FD0252  ___________________________________________________________________
 FD0252* NAD 83(1986)-  35 25 36.     (N)    086 01 35.     (W)     SCALED    
 FD0252* NAVD 88     -       332.60   (meters)    1091.2    (feet)  RESET     
 FD0252  ___________________________________________________________________
 FD0252  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0252
 FD0252  VERT ORDER  -  THIRD
 FD0252
 FD0252.The horizontal coordinates were scaled from a topographic map and have
 FD0252.an estimated accuracy of +/- 6 seconds.
 FD0252
 FD0252.The orthometric height was computed from unverified reset data.
 FD0252
 FD0252.The geoid height was determined by GEOID03.
 FD0252
 FD0252;                    North         East    Units  Estimated Accuracy
 FD0252;SPC TN       -   121,310.      597,600.      MT  (+/- 180 meters Scaled)
 FD0252
 FD0252                          SUPERSEDED SURVEY CONTROL
 FD0252
 FD0252.No superseded survey control is available for this station.
 FD0252
 FD0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE883207(NAD 83)
 FD0252_MARKER: DR = REFERENCE MARK DISK
 FD0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0252_STAMPING: LEMM 2 NO 3 1964
 FD0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0252+STABILITY: SURFACE MOTION
 FD0252
 FD0252  HISTORY     - Date     Condition        Report By
 FD0252  HISTORY     - 1964     MONUMENTED       CGS
 FD0252
 FD0252                          STATION DESCRIPTION
 FD0252
 FD0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FD0252'5 MI SE FROM MANCHESTER.
 FD0252'THIS MARK IS AT THE LEMM 2 1964 TRAVERSE STATION SITE.  IT IS 55
 FD0252'FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 50.70 FEET
 FD0252'SOUTHEAST OF THE STATION LEMM 2 1964, 16 FEET SOUTHEAST OF A
 FD0252'TRIANGLE BLAZED, 16-INCH OAK TREE, AND 4 FEET NORTHWEST OF AN
 FD0252'18-INCH OAK TREE WITH A METAL WITNESS SIGN ATTACHED.  A STANDARD
 FD0252'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD0252'MONUMENT THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0253 ***********************************************************************
 FD0253  DESIGNATION -  LEMM 2 RM 4
 FD0253  PID         -  FD0253
 FD0253  STATE/COUNTY-  TN/COFFEE
 FD0253  USGS QUAD   -  MANCHESTER (1972)
 FD0253
 FD0253                         *CURRENT SURVEY CONTROL
 FD0253  ___________________________________________________________________
 FD0253* NAD 83(1986)-  35 25 36.     (N)    086 01 35.     (W)     SCALED    
 FD0253* NAVD 88     -       331.85   (meters)    1088.7    (feet)  RESET     
 FD0253  ___________________________________________________________________
 FD0253  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0253
 FD0253  VERT ORDER  -  THIRD
 FD0253
 FD0253.The horizontal coordinates were scaled from a topographic map and have
 FD0253.an estimated accuracy of +/- 6 seconds.
 FD0253
 FD0253.The orthometric height was computed from unverified reset data.
 FD0253
 FD0253.The geoid height was determined by GEOID03.
 FD0253
 FD0253;                    North         East    Units  Estimated Accuracy
 FD0253;SPC TN       -   121,310.      597,600.      MT  (+/- 180 meters Scaled)
 FD0253
 FD0253                          SUPERSEDED SURVEY CONTROL
 FD0253
 FD0253.No superseded survey control is available for this station.
 FD0253
 FD0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE883207(NAD 83)
 FD0253_MARKER: DR = REFERENCE MARK DISK
 FD0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0253_STAMPING: LEMM 2 NO 4 1964
 FD0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0253+STABILITY: SURFACE MOTION
 FD0253
 FD0253  HISTORY     - Date     Condition        Report By
 FD0253  HISTORY     - 1964     MONUMENTED       CGS
 FD0253
 FD0253                          STATION DESCRIPTION
 FD0253
 FD0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FD0253'5 MI SE FROM MANCHESTER.
 FD0253'THIS MARK IS AT THE LEMM 2 1964 TRAVERSE STATION SITE.  IT IS
 FD0253'79.84 FEET SOUTH-SOUTHWEST OF STATION LEMM 2 1964, 26 FEET EAST OF A
 FD0253'TRIANGLE BLAZED, 18-INCH OAK TREE AND 13 FEET WEST OF THE APPROXIMATE
 FD0253'CENTER OF A TRACK ROAD.  A STANDARD REFERENCE MARK DISK SET IN
 FD0253'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 FD0253'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0248 ***********************************************************************
 FD0248  DESIGNATION -  LEMM AZ MK
 FD0248  PID         -  FD0248
 FD0248  STATE/COUNTY-  TN/COFFEE
 FD0248  USGS QUAD   -  MANCHESTER (1972)
 FD0248
 FD0248                         *CURRENT SURVEY CONTROL
 FD0248  ___________________________________________________________________
 FD0248* NAD 83(1986)-  35 25 29.     (N)    086 01 37.     (W)     SCALED    
 FD0248* NAVD 88     -       332.029  (meters)    1089.33   (feet)  ADJUSTED  
 FD0248  ___________________________________________________________________
 FD0248  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0248  DYNAMIC HT  -         331.710 (meters)    1088.29  (feet)  COMP
 FD0248  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 FD0248
 FD0248  VERT ORDER  -  SECOND    CLASS 0
 FD0248
 FD0248.The horizontal coordinates were scaled from a topographic map and have
 FD0248.an estimated accuracy of +/- 6 seconds.
 FD0248
 FD0248.The orthometric height was determined by differential leveling
 FD0248.and adjusted by the National Geodetic Survey in June 1991..
 FD0248
 FD0248.The geoid height was determined by GEOID03.
 FD0248
 FD0248.The dynamic height is computed by dividing the NAVD 88
 FD0248.geopotential number by the normal gravity value computed on the
 FD0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0248.degrees latitude (g = 980.6199 gals.).
 FD0248
 FD0248.The modeled gravity was interpolated from observed gravity values.
 FD0248
 FD0248;                    North         East    Units  Estimated Accuracy
 FD0248;SPC TN       -   121,090.      597,550.      MT  (+/- 180 meters Scaled)
 FD0248
 FD0248                          SUPERSEDED SURVEY CONTROL
 FD0248
 FD0248  NGVD 29 (??/??/92)  332.022  (m)         1089.31   (f) ADJ UNCH    2 0
 FD0248
 FD0248.Superseded values are not recommended for survey control.
 FD0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0248.See file dsdata.txt to determine how the superseded data were derived.
 FD0248
 FD0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE883205(NAD 83)
 FD0248_MARKER: DZ = AZIMUTH MARK DISK
 FD0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0248_STAMPING: LEMM 1962
 FD0248_MARK LOGO: TNHD  
 FD0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0248+STABILITY: SURFACE MOTION
 FD0248
 FD0248  HISTORY     - Date     Condition        Report By
 FD0248  HISTORY     - 1962     MONUMENTED       CGS
 FD0248  HISTORY     - 1964     GOOD             NGS
 FD0248
 FD0248                          STATION DESCRIPTION
 FD0248
 FD0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FD0248'5.1 MI SE FROM MANCHESTER.
 FD0248'THIS MARK IS NOW ABOUT 0.1 MILE SOUTH OF THE LEMM 2 1964 TRAVERSE
 FD0248'STATION SITE.  IT IS 31 FEET SOUTHEAST OF A 15-INCH OAK TREE,
 FD0248'19 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD LEADING TO
 FD0248'THE STATION AND 2.6 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 FD0248'A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD0248'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0254 ***********************************************************************
 FD0254  DESIGNATION -  LEMM RM 2
 FD0254  PID         -  FD0254
 FD0254  STATE/COUNTY-  TN/COFFEE
 FD0254  USGS QUAD   -  MANCHESTER (1972)
 FD0254
 FD0254                         *CURRENT SURVEY CONTROL
 FD0254  ___________________________________________________________________
 FD0254* NAD 83(1986)-  35 25 36.     (N)    086 01 35.     (W)     SCALED    
 FD0254* NAVD 88     -       332.343  (meters)    1090.36   (feet)  ADJUSTED  
 FD0254  ___________________________________________________________________
 FD0254  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0254  DYNAMIC HT  -         332.023 (meters)    1089.31  (feet)  COMP
 FD0254  MODELED GRAV-     979,664.0   (mgal)                       NAVD 88
 FD0254
 FD0254  VERT ORDER  -  SECOND    CLASS 0
 FD0254
 FD0254.The horizontal coordinates were scaled from a topographic map and have
 FD0254.an estimated accuracy of +/- 6 seconds.
 FD0254
 FD0254.The orthometric height was determined by differential leveling
 FD0254.and adjusted by the National Geodetic Survey in June 1991..
 FD0254
 FD0254.The geoid height was determined by GEOID03.
 FD0254
 FD0254.The dynamic height is computed by dividing the NAVD 88
 FD0254.geopotential number by the normal gravity value computed on the
 FD0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0254.degrees latitude (g = 980.6199 gals.).
 FD0254
 FD0254.The modeled gravity was interpolated from observed gravity values.
 FD0254
 FD0254;                    North         East    Units  Estimated Accuracy
 FD0254;SPC TN       -   121,310.      597,600.      MT  (+/- 180 meters Scaled)
 FD0254
 FD0254                          SUPERSEDED SURVEY CONTROL
 FD0254
 FD0254  NGVD 29 (??/??/92)  332.336  (m)         1090.34   (f) ADJ UNCH    2 0
 FD0254
 FD0254.Superseded values are not recommended for survey control.
 FD0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0254.See file dsdata.txt to determine how the superseded data were derived.
 FD0254
 FD0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE883207(NAD 83)
 FD0254_MARKER: DR = REFERENCE MARK DISK
 FD0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0254_STAMPING: LEMM 2 1962
 FD0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0254+STABILITY: SURFACE MOTION
 FD0254
 FD0254  HISTORY     - Date     Condition        Report By
 FD0254  HISTORY     - 1962     MONUMENTED       CGS
 FD0254  HISTORY     - 1964     GOOD             NGS
 FD0254
 FD0254                          STATION DESCRIPTION
 FD0254
 FD0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FD0254'5 MI SE FROM MANCHESTER.
 FD0254'THIS MARK IS NOW AT THE LEMM 2 1964 STATION SITE.  I WAS ORIGINALLY
 FD0254'AT THE TRAVERSE STATION LEMM 1962 STATION SITE WHICH HAS BEEN
 FD0254'DESTROYED.  IT IS NOW 38.61 FEET NORTHWEST OF THE STATION LEMM
 FD0254'2 1964, 28 FEET NORTHEAST OF A TRIANGLE BLAZED, 18-INCH OAK TREE
 FD0254'AND 17 FEET WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD.  A
 FD0254'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FD0254'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1683 ***********************************************************************
 FC1683  DESIGNATION -  LENEX
 FC1683  PID         -  FC1683
 FC1683  STATE/COUNTY-  TN/LOUDON
 FC1683  USGS QUAD   -  LENOIR CITY (1986)
 FC1683
 FC1683                         *CURRENT SURVEY CONTROL
 FC1683  ___________________________________________________________________
 FC1683* NAD 83(1995)-  35 52 23.51512(N)    084 18 41.32027(W)     ADJUSTED  
 FC1683* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 FC1683  ___________________________________________________________________
 FC1683  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FC1683  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC1683
 FC1683  HORZ ORDER  -  SECOND
 FC1683
 FC1683.The horizontal coordinates were established by classical geodetic methods
 FC1683.and adjusted by the National Geodetic Survey in April 1999..
 FC1683
 FC1683.The orthometric height was scaled from a topographic map.
 FC1683
 FC1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1683
 FC1683.The geoid height was determined by GEOID03.
 FC1683
 FC1683;                    North         East     Units Scale Factor Converg.
 FC1683;SPC TN       -   172,161.873   752,471.331   MT  0.99994863   +0 59 18.7
 FC1683;SPC TN       -   564,834.41  2,468,733.03   sFT  0.99994863   +0 59 18.7
 FC1683;UTM  16      - 3,973,223.008   742,725.553   MT  1.00032603   +1 34 34.4
 FC1683
 FC1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1683!SPC TN       -   0.99995225  x   0.99994863  =   0.99990088
 FC1683!UTM  16      -   0.99995225  x   1.00032603  =   1.00027826
 FC1683
 FC1683|---------------------------------------------------------------------|
 FC1683| PID    Reference Object                     Distance      Geod. Az  |
 FC1683|                                                           dddmmss.s |
 FC1683| FC1684 LENEX RM 1                            7.785 METERS 07321     |
 FC1683| CZ4891 LENEX RM 2                            7.041 METERS 24536     |
 FC1683| FC1679 TS K2                               APPROX. 3.1 KM 2870921.2 |
 FC1683|---------------------------------------------------------------------|
 FC1683
 FC1683                          SUPERSEDED SURVEY CONTROL
 FC1683
 FC1683  NAD 83(1995)-  35 52 23.52381(N)    084 18 41.31958(W) AD(       ) 2
 FC1683  NAD 83(1986)-  35 52 23.52958(N)    084 18 41.31782(W) AD(       ) 2
 FC1683  NAD 27      -  35 52 23.24970(N)    084 18 41.59640(W) AD(       ) 2
 FC1683
 FC1683.Superseded values are not recommended for survey control.
 FC1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1683.See file dsdata.txt to determine how the superseded data were derived.
 FC1683
 FC1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4272673223(NAD 83)
 FC1683_MARKER: DS = TRIANGULATION STATION DISK
 FC1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1683_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FC1683
 FC1683  HISTORY     - Date     Condition        Report By
 FC1683  HISTORY     - 1960     MONUMENTED       CGS
 FC1683  HISTORY     - 1981     GOOD             NGS
 FC1683
 FC1683                          STATION DESCRIPTION
 FC1683
 FC1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1683'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE INTERSTATE HIGHWAY
 FC1683'AND ON MR. JAMES LENEX PROPERTY.
 FC1683'
 FC1683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC1683'HIGHWAY 95 IN THE WEST PART OF EATON CROSSROADS, GO NORTH ON
 FC1683'STATE HIGHWAY 95 FOR 3.3 MILES TO THE INTERSTATE HIGHWAY, WHICH IS
 FC1683'NOW UNDER CONSTRUCTION, CONTINUE NORTH ON STATE HIGHWAY 95 FOR
 FC1683'0.45 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, NORTHEAST, FOR
 FC1683'0.85 MILE TO A SIDE ROAD ON THE RIGHT AT THE WOODLAWN BAPTIST
 FC1683'CHURCH, TURN RIGHT, SOUTH, FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT,
 FC1683'TURN SHARP LEFT, NORTHEAST, FOR 0.3 MILE TO THE STATION.
 FC1683'
 FC1683'STATION MARK IS 71 FEET SOUTH OF THE SOUTHWEST CORNER OF MR. LENEX
 FC1683'HOUSE AND 2 FEET NORTH OF A WIRE FENCE. THE MARK IS A STANDARD
 FC1683'DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED LENEX 1960.
 FC1683'
 FC1683'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WIRE FENCE. THE MARK IS A
 FC1683'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED LENEX
 FC1683'NO. 1 1960.
 FC1683'
 FC1683'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A WIRE FENCE. THE MARK IS A
 FC1683'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED
 FC1683'LENEX NO. 2 1960.
 FC1683'
 FC1683'TRAVERSE STATION TS-K2 WILL SERVE AS THE AZIMUTH MARK. SEE
 FC1683'DESCRIPTION THEREOF.
 FC1683'
 FC1683'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FC1683
 FC1683                          STATION RECOVERY (1981)
 FC1683
 FC1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FC1683'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 FC1683'DESCRIPTION IS GOOD WITH THE BELOW.
 FC1683'
 FC1683'THE STATION MARK IS 48 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE
 FC1683'BLOCK GARAGE, 8 FEET NORTHWEST OF A 4 INCH PLUM TREE AND 10 FEET
 FC1683'SOUTH OF THE CENTERLINE OF GRAVEL DRIVE.
 FC1683'
 FC1683'REFERENCE MARK 1 IS 22 FEET WEST OF THE NORTHWEST CORNER OF THE
 FC1683'GARAGE, 16 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND 8 FEET
 FC1683'NORTHWEST OF THE NORTHWEST LEG OF THE BASE OF A STEEL TOWER.
 FC1683'
 FC1683'REFERENCE MARK 2 IS 8 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 FC1683'AND 70 FEET WEST OF THE NORTHWEST CORNER OF THE GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1684 ***********************************************************************
 FC1684  DESIGNATION -  LENEX RM 1
 FC1684  PID         -  FC1684
 FC1684  STATE/COUNTY-  TN/LOUDON
 FC1684  USGS QUAD   -  LENOIR CITY (1986)
 FC1684
 FC1684                         *CURRENT SURVEY CONTROL
 FC1684  ___________________________________________________________________
 FC1684* NAD 83(1995)-  35 52 23.58749(N)    084 18 41.02293(W)     ADJUSTED  
 FC1684* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 FC1684  ___________________________________________________________________
 FC1684  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FC1684  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FC1684
 FC1684  HORZ ORDER  -  SECOND
 FC1684
 FC1684.The horizontal coordinates were established by classical geodetic methods
 FC1684.and adjusted by the National Geodetic Survey in April 1999..
 FC1684
 FC1684.The orthometric height was scaled from a topographic map.
 FC1684
 FC1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1684
 FC1684.The geoid height was determined by GEOID03.
 FC1684
 FC1684;                    North         East     Units Scale Factor Converg.
 FC1684;SPC TN       -   172,164.232   752,478.750   MT  0.99994863   +0 59 18.9
 FC1684;SPC TN       -   564,842.15  2,468,757.37   sFT  0.99994863   +0 59 18.9
 FC1684;UTM  16      - 3,973,225.443   742,732.950   MT  1.00032608   +1 34 34.6
 FC1684
 FC1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1684!SPC TN       -   0.99995225  x   0.99994863  =   0.99990088
 FC1684!UTM  16      -   0.99995225  x   1.00032608  =   1.00027831
 FC1684
 FC1684:                Primary Azimuth Mark                     Grid Az
 FC1684:SPC TN       -  MELTON                                   006 55 51.7
 FC1684:UTM  16      -  MELTON                                   006 20 36.0
 FC1684
 FC1684|---------------------------------------------------------------------|
 FC1684| PID    Reference Object                     Distance      Geod. Az  |
 FC1684|                                                           dddmmss.s |
 FC1684| FC1678 MELTON                              APPROX. 4.1 KM 0075510.6 |
 FC1684|---------------------------------------------------------------------|
 FC1684
 FC1684                          SUPERSEDED SURVEY CONTROL
 FC1684
 FC1684  NAD 83(1995)-  35 52 23.59617(N)    084 18 41.02224(W) AD(       ) 2
 FC1684  NAD 83(1986)-  35 52 23.60199(N)    084 18 41.02029(W) AD(       ) 2
 FC1684  NAD 27      -  35 52 23.32210(N)    084 18 41.29890(W) AD(       ) 2
 FC1684
 FC1684.Superseded values are not recommended for survey control.
 FC1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1684.See file dsdata.txt to determine how the superseded data were derived.
 FC1684
 FC1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4273373225(NAD 83)
 FC1684_MARKER: DR = REFERENCE MARK DISK
 FC1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1684_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1684_MARK LOGO: CGS   
 FC1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1684+STABILITY: SURFACE MOTION
 FC1684
 FC1684  HISTORY     - Date     Condition        Report By
 FC1684  HISTORY     - 1960     MONUMENTED       CGS
 FC1684
 FC1684                          STATION DESCRIPTION
 FC1684
 FC1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC1684'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE INTERSTATE HIGHWAY
 FC1684'AND ON MR. JAMES LENEX PROPERTY.
 FC1684'
 FC1684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC1684'HIGHWAY 95 IN THE WEST PART OF EATON CROSSROADS, GO NORTH ON
 FC1684'STATE HIGHWAY 95 FOR 3.3 MILES TO THE INTERSTATE HIGHWAY, WHICH IS
 FC1684'NOW UNDER CONSTRUCTION, CONTINUE NORTH ON STATE HIGHWAY 95 FOR
 FC1684'0.45 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, NORTHEAST, FOR
 FC1684'0.85 MILE TO A SIDE ROAD ON THE RIGHT AT THE WOODLAWN BAPTIST
 FC1684'CHURCH, TURN RIGHT, SOUTH, FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT,
 FC1684'TURN SHARP LEFT, NORTHEAST, FOR 0.3 MILE TO THE STATION.
 FC1684'
 FC1684'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WIRE FENCE. THE MARK IS A
 FC1684'STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED LENEX
 FC1684'NO. 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0901 ***********************************************************************
 FD0901  DESIGNATION -  LEOMA
 FD0901  PID         -  FD0901
 FD0901  STATE/COUNTY-  TN/LAWRENCE
 FD0901  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0901
 FD0901                         *CURRENT SURVEY CONTROL
 FD0901  ___________________________________________________________________
 FD0901* NAD 83(1995)-  35 09 12.07885(N)    087 21 13.73419(W)     ADJUSTED  
 FD0901* NAVD 88     -       294.997  (meters)     967.84   (feet)  ADJUSTED  
 FD0901  ___________________________________________________________________
 FD0901  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FD0901  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FD0901  DYNAMIC HT  -         294.714 (meters)     966.91  (feet)  COMP
 FD0901  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 FD0901
 FD0901  HORZ ORDER  -  SECOND
 FD0901  VERT ORDER  -  FIRST     CLASS II
 FD0901
 FD0901.The horizontal coordinates were established by classical geodetic methods
 FD0901.and adjusted by the National Geodetic Survey in April 1999..
 FD0901
 FD0901.The orthometric height was determined by differential leveling
 FD0901.and adjusted by the National Geodetic Survey in June 1991..
 FD0901
 FD0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0901
 FD0901.The geoid height was determined by GEOID03.
 FD0901
 FD0901.The dynamic height is computed by dividing the NAVD 88
 FD0901.geopotential number by the normal gravity value computed on the
 FD0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0901.degrees latitude (g = 980.6199 gals.).
 FD0901
 FD0901.The modeled gravity was interpolated from observed gravity values.
 FD0901
 FD0901;                    North         East     Units Scale Factor Converg.
 FD0901;SPC TN       -    91,835.465   476,645.380   MT  1.00001846   -0 47 33.3
 FD0901;SPC TN       -   301,296.85  1,563,794.05   sFT  1.00001846   -0 47 33.3
 FD0901;UTM  16      - 3,890,107.083   467,774.074   MT  0.99961280   -0 12 13.4
 FD0901
 FD0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0901!SPC TN       -   0.99995803  x   1.00001846  =   0.99997649
 FD0901!UTM  16      -   0.99995803  x   0.99961280  =   0.99957085
 FD0901
 FD0901:                Primary Azimuth Mark                     Grid Az
 FD0901:SPC TN       -  LEOMA NASHVILLE FLORENCE TV TR           038 39 24.2
 FD0901:UTM  16      -  LEOMA NASHVILLE FLORENCE TV TR           038 04 04.3
 FD0901
 FD0901|---------------------------------------------------------------------|
 FD0901| PID    Reference Object                     Distance      Geod. Az  |
 FD0901|                                                           dddmmss.s |
 FD0901| FD1546 LEOMA NASHVILLE FLORENCE TV TR      APPROX. 1.5 KM 0375150.9 |
 FD0901| CG6765 LEOMA RM 1                           26.068 METERS 04151     |
 FD0901| FD0902 LEOMA RM 2                           25.593 METERS 22341     |
 FD0901| FD0900 LEOMA AZ MK                                        2235713.0 |
 FD0901| FD1547 LEOMA TX EASTERN MICROWAVE TWR      399.848 METERS 34808     |
 FD0901|---------------------------------------------------------------------|
 FD0901
 FD0901                          SUPERSEDED SURVEY CONTROL
 FD0901
 FD0901  NAD 83(1995)-  35 09 12.07894(N)    087 21 13.73565(W) AD(       ) 2
 FD0901  NAD 83(1995)-  35 09 12.08744(N)    087 21 13.73697(W) AD(       ) 2
 FD0901  NAD 83(1986)-  35 09 12.08961(N)    087 21 13.73672(W) AD(       ) 2
 FD0901  NAD 27      -  35 09 11.79300(N)    087 21 13.65990(W) AD(       ) 2
 FD0901  NGVD 29 (??/??/92)  294.958  (m)          967.71   (f) ADJ UNCH    1 2
 FD0901
 FD0901.Superseded values are not recommended for survey control.
 FD0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0901.See file dsdata.txt to determine how the superseded data were derived.
 FD0901
 FD0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6777490107(NAD 83)
 FD0901_MARKER: DD = SURVEY DISK
 FD0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0901_STAMPING: LEOMA 1962
 FD0901_MARK LOGO: TNHD  
 FD0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0901+STABILITY: SURFACE MOTION
 FD0901
 FD0901  HISTORY     - Date     Condition        Report By
 FD0901  HISTORY     - 1962     MONUMENTED       TNHD
 FD0901  HISTORY     - 1962     GOOD             TNHD
 FD0901  HISTORY     - 1983     GOOD             NGS
 FD0901
 FD0901                          STATION DESCRIPTION
 FD0901
 FD0901'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0901'1 MI S FROM LEOMA.
 FD0901'FROM THE POST OFFICE IN LEOMA, GO SOUTH ON U.S. HIGHWAY 43, FOR
 FD0901'0.70 MILE TO THE STATION ON THE RIGHT.  THE STATION IS 30 FEET
 FD0901'WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, 27 FEET NORTH OF A
 FD0901'MILEAGE SIGN, 14.7 FEET SOUTH OF A TELEPHONE POLE AND 14.1 FEET
 FD0901'SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 FD0901'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 FD0901'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0901
 FD0901                          STATION RECOVERY (1962)
 FD0901
 FD0901'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0901'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF LEOMA ON THE WEST SIDE
 FD0901'OF U S HIGHWAY 43.
 FD0901'
 FD0901'TO REACH THE STATION FROM THE POST OFFICE IN LEOMA, GO SOUTH ON U S
 FD0901'HIGHWAY 43 FOR 0.7 MILE TO
 FD0901'THE STATION ON THE RIGHT.
 FD0901'
 FD0901'THE STATION IS 30 FEET WEST OF THE APPROXIMATE CENTER OF U S HIGHWAY
 FD0901'43, 27 FEET NORTH OF A
 FD0901'MILEAGE SIGN, 14.7 FEET SOUTH OF A TELEPHONE POLE AND
 FD0901'14.1 FEET SOUTH OF A WITNESS POST.
 FD0901'SURFACE AND UNDERGROUND MARKS ARE
 FD0901'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 FD0901'STAMPED--LEOMA 1962--.
 FD0901'THE UNDERGROUND MARK IS ABOUT 30-INCHES BELOW THE SURFACE.
 FD0901'THE SURFACE DISK
 FD0901'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD0901'
 FD0901'REFERENCE MARK NO 1 IS 35 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0901'HIGHWAY 43.  IT IS A
 FD0901'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0901'10-INCH SQUARE CONCRETE
 FD0901'MONUMENT, FLUSH, AND IS STAMPED LEOMA RM 1 1962.
 FD0901'
 FD0901'REFERENCE MARK NO 2 IS 28 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0901'HIGHWAY 43.  IT IS A
 FD0901'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0901'10-INCH SQUARE CONCRETE
 FD0901'MONUMENT, FLUSH, AND IS STAMPED LEOMA RM 2 1962.
 FD0901'
 FD0901'THE AZIMUTH MARK IS 46 FEET EAST OF THE APPROXIMATE CENTER OF U S
 FD0901'HIGHWAY 43, 4.8 FEET NORTH
 FD0901'OF A POWER POLE AND 3.8 FEET NORTH OF A WITNESS POST.
 FD0901'IT IS A STANDARD TENNESSEE
 FD0901'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 FD0901'SQUARE CONCRETE MONUMENT, FLUSH, AND IS
 FD0901'STAMPED LEOMA AZI 1962.
 FD0901'
 FD0901'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U S HIGHWAY
 FD0901'43 FOR 0.6 MILE TO THE
 FD0901'AZIMUTH MARK ON THE LEFT.
 FD0901'
 FD0901'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0901'
 FD0901'HEIGHT OF LIGHT ABOVE STATION MARK 22.78 METERS.
 FD0901
 FD0901                          STATION RECOVERY (1983)
 FD0901
 FD0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0901'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE DETAILED DESCRIPTION TO
 FD0901'READ 0.7 KM (0.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 43 FROM THE POST
 FD0901'OFFICE IN LEOMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0900 ***********************************************************************
 FD0900  DESIGNATION -  LEOMA AZ MK
 FD0900  PID         -  FD0900
 FD0900  STATE/COUNTY-  TN/LAWRENCE
 FD0900  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0900
 FD0900                         *CURRENT SURVEY CONTROL
 FD0900  ___________________________________________________________________
 FD0900* NAD 83(1986)-  35 08 50.     (N)    087 21 40.     (W)     SCALED    
 FD0900* NAVD 88     -       284.821  (meters)     934.45   (feet)  POSTED    
 FD0900  ___________________________________________________________________
 FD0900  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FD0900  DYNAMIC HT  -         284.550 (meters)     933.56  (feet)  COMP
 FD0900  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 FD0900
 FD0900  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FD0900
 FD0900.The horizontal coordinates were scaled from a topographic map and have
 FD0900.an estimated accuracy of +/- 6 seconds.
 FD0900
 FD0900.The orthometric height was determined by differential leveling
 FD0900.and adjusted by the National Geodetic Survey in 1992..
 FD0900.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FD0900.rate greater than 8.0 mm/km.
 FD0900
 FD0900.The geoid height was determined by GEOID03.
 FD0900
 FD0900.The dynamic height is computed by dividing the NAVD 88
 FD0900.geopotential number by the normal gravity value computed on the
 FD0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0900.degrees latitude (g = 980.6199 gals.).
 FD0900
 FD0900.The modeled gravity was interpolated from observed gravity values.
 FD0900
 FD0900;                    North         East    Units  Estimated Accuracy
 FD0900;SPC TN       -    91,160.      475,970.      MT  (+/- 180 meters Scaled)
 FD0900
 FD0900                          SUPERSEDED SURVEY CONTROL
 FD0900
 FD0900  NGVD 29 (??/??/92)  284.773  (m)          934.29   (f) ADJ UNCH    2 0
 FD0900
 FD0900.Superseded values are not recommended for survey control.
 FD0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0900.See file dsdata.txt to determine how the superseded data were derived.
 FD0900
 FD0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD671894(NAD 83)
 FD0900_MARKER: DD = SURVEY DISK
 FD0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0900_STAMPING: LEOMA AZI 1962
 FD0900_MARK LOGO: TNHD  
 FD0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0900+STABILITY: SURFACE MOTION
 FD0900
 FD0900  HISTORY     - Date     Condition        Report By
 FD0900  HISTORY     - 1962     MONUMENTED       TNHD
 FD0900  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0900
 FD0900                          STATION DESCRIPTION
 FD0900
 FD0900'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0900'1 MI S FROM LEOMA.
 FD0900'FROM THE POST OFFICE IN LEOMA, GO SOUTH ON U.S. HIGHWAY 43, FOR
 FD0900'0.13 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH IS 46 FEET EAST
 FD0900'OF THE CENTERLINE OF U.S. HIGHWAY 43, 4.8 FEET NORTH OF A POWER
 FD0900'POLE AND 3.8 FEET NORTH OF A WITNESS POST.  THE MARK IS A
 FD0900'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 FD0900'10-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0900
 FD0900                          STATION RECOVERY (1983)
 FD0900
 FD0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0900'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1546 ***********************************************************************
 FD1546  DESIGNATION -  LEOMA NASHVILLE FLORENCE TV TR
 FD1546  PID         -  FD1546
 FD1546  STATE/COUNTY-  TN/LAWRENCE
 FD1546  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1546
 FD1546                         *CURRENT SURVEY CONTROL
 FD1546  ___________________________________________________________________
 FD1546* NAD 83(1995)-  35 09 49.65172(N)    087 20 38.16023(W)     ADJUSTED  
 FD1546* NAVD 88     -                                                        
 FD1546  ___________________________________________________________________
 FD1546  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FD1546  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FD1546
 FD1546  HORZ ORDER  -  THIRD
 FD1546
 FD1546.The horizontal coordinates were established by classical geodetic methods
 FD1546.and adjusted by the National Geodetic Survey in April 1999..
 FD1546
 FD1546
 FD1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1546
 FD1546.The geoid height was determined by GEOID03.
 FD1546
 FD1546;                    North         East     Units Scale Factor Converg.
 FD1546;SPC TN       -    92,980.874   477,561.603   MT  1.00001633   -0 47 12.5
 FD1546;SPC TN       -   305,054.75  1,566,800.03   sFT  1.00001633   -0 47 12.5
 FD1546;UTM  16      - 3,891,261.378   468,678.112   MT  0.99961209   -0 11 53.1
 FD1546
 FD1546                          SUPERSEDED SURVEY CONTROL
 FD1546
 FD1546  NAD 83(1995)-  35 09 49.65181(N)    087 20 38.16161(W) AD(       ) 4
 FD1546  NAD 83(1995)-  35 09 49.66057(N)    087 20 38.16250(W) AD(       ) 4
 FD1546  NAD 83(1986)-  35 09 49.66266(N)    087 20 38.16246(W) AD(       ) 4
 FD1546  NAD 27      -  35 09 49.36900(N)    087 20 38.08600(W) AD(       ) 3
 FD1546
 FD1546.Superseded values are not recommended for survey control.
 FD1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1546.See file dsdata.txt to determine how the superseded data were derived.
 FD1546
 FD1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6867891261(NAD 83)
 FD1546_MARKER: 43 = RADIO/TV TOWER
 FD1546
 FD1546  HISTORY     - Date     Condition        Report By
 FD1546  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FD1546
 FD1546                          STATION DESCRIPTION
 FD1546
 FD1546'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1546'THE STATION IS ABOUT 0.1 MILE NORTHEAST OF LEOMA ON THE PROPERTY OF
 FD1546'MR LUTHER STAGGS.
 FD1546'IT IS A 2 LEGGED STEEL MAST PAINTED IN ALTERNATING
 FD1546'COLORS OF RED AND WHITE WITH A RED
 FD1546'BLINKING LIGHT IN THE MIDDLE AND
 FD1546'AT THE TOP.  THE HEIGHT IS ABOUT 200 FEET.  THE POINT
 FD1546'INTERSECTED WAS
 FD1546'THE RED LIGHT AT THE TOP.
 FD1546'
 FD1546'TO REACH THE STATION FROM THE POST OFFICE IN LEOMA, GO 0.1 MILE NORTH
 FD1546'ON U S HIGHWAY 43
 FD1546'TO THE DRIVEWAY OF LUTHER STAGGS ON THE RIGHT, TURN
 FD1546'RIGHT, AND FOLLOW THE DRIVEWAY 0.2
 FD1546'MILE EAST, PASSING THROUGH TWO
 FD1546'GATES, TO THE SATISFACTION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0902 ***********************************************************************
 FD0902  DESIGNATION -  LEOMA RM 2
 FD0902  PID         -  FD0902
 FD0902  STATE/COUNTY-  TN/LAWRENCE
 FD0902  USGS QUAD   -  LAWRENCEBURG (1988)
 FD0902
 FD0902                         *CURRENT SURVEY CONTROL
 FD0902  ___________________________________________________________________
 FD0902* NAD 83(1986)-  35 09 12.     (N)    087 21 12.     (W)     SCALED    
 FD0902* NAVD 88     -       294.638  (meters)     966.66   (feet)  ADJUSTED  
 FD0902  ___________________________________________________________________
 FD0902  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FD0902  DYNAMIC HT  -         294.356 (meters)     965.73  (feet)  COMP
 FD0902  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 FD0902
 FD0902  VERT ORDER  -  SECOND    CLASS 0
 FD0902
 FD0902.The horizontal coordinates were scaled from a topographic map and have
 FD0902.an estimated accuracy of +/- 6 seconds.
 FD0902
 FD0902.The orthometric height was determined by differential leveling
 FD0902.and adjusted by the National Geodetic Survey in June 1991..
 FD0902
 FD0902.The geoid height was determined by GEOID03.
 FD0902
 FD0902.The dynamic height is computed by dividing the NAVD 88
 FD0902.geopotential number by the normal gravity value computed on the
 FD0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0902.degrees latitude (g = 980.6199 gals.).
 FD0902
 FD0902.The modeled gravity was interpolated from observed gravity values.
 FD0902
 FD0902;                    North         East    Units  Estimated Accuracy
 FD0902;SPC TN       -    91,830.      476,690.      MT  (+/- 180 meters Scaled)
 FD0902
 FD0902                          SUPERSEDED SURVEY CONTROL
 FD0902
 FD0902  NGVD 29 (??/??/92)  294.600  (m)          966.53   (f) ADJ UNCH    2 0
 FD0902
 FD0902.Superseded values are not recommended for survey control.
 FD0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0902.See file dsdata.txt to determine how the superseded data were derived.
 FD0902
 FD0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD678901(NAD 83)
 FD0902_MARKER: DD = SURVEY DISK
 FD0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0902_STAMPING: LEOMA RM 2 1962
 FD0902_MARK LOGO: TNHD  
 FD0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0902+STABILITY: SURFACE MOTION
 FD0902
 FD0902  HISTORY     - Date     Condition        Report By
 FD0902  HISTORY     - 1962     MONUMENTED       TNHD
 FD0902  HISTORY     - 1983     GOOD             NGS
 FD0902
 FD0902                          STATION DESCRIPTION
 FD0902
 FD0902'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0902'1 MI S FROM LEOMA.
 FD0902'THIS MARK IS LOCATED AT THE LEOMA 1962 STATION SITE, 28 FEET
 FD0902'WEST OF THE CENTERLINE OF U.S. HIGHWAY 43 AND 84 FEET
 FD0902'SOUTH-SOUTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD0902'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD0902'MONUMENT, FLUSH WITH THE GROUND.
 FD0902
 FD0902                          STATION RECOVERY (1983)
 FD0902
 FD0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0902'RECOVERED IN GOOD CONDITION.  NOTE, 0.7 KM (0.45 MI) SOUTHWEST ALONG
 FD0902'U.S. HIGHWAY 43 FROM THE POST OFFICE IN LEOMA, DELETE 0.7 MILE SOUTH
 FD0902'OF THE THE POST OFFICE AS A NEW POST OFFICE HAS BEEN BUILT, ADD
 FD0902'1.2 METERS (4.0 FT) EAST-NORTHEAST OF A 55 MPH SPEED LIMIT SIGN, AND
 FD0902'4.3 METERS (14.0 FT) SOUTHEAST OF A FENCE LINE AND TNHD WITNESS POST.
 FD0902'NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1547 ***********************************************************************
 FD1547  DESIGNATION -  LEOMA TX EASTERN MICROWAVE TWR
 FD1547  PID         -  FD1547
 FD1547  STATE/COUNTY-  TN/LAWRENCE
 FD1547  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1547
 FD1547                         *CURRENT SURVEY CONTROL
 FD1547  ___________________________________________________________________
 FD1547* NAD 83(1995)-  35 09 24.77658(N)    087 21 16.98070(W)     ADJUSTED  
 FD1547* NAVD 88     -                                                        
 FD1547  ___________________________________________________________________
 FD1547  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FD1547  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FD1547
 FD1547  HORZ ORDER  -  THIRD
 FD1547
 FD1547.The horizontal coordinates were established by classical geodetic methods
 FD1547.and adjusted by the National Geodetic Survey in April 1999..
 FD1547
 FD1547
 FD1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1547
 FD1547.The geoid height was determined by GEOID03.
 FD1547
 FD1547;                    North         East     Units Scale Factor Converg.
 FD1547;SPC TN       -    92,227.886   476,568.632   MT  1.00001774   -0 47 35.2
 FD1547;SPC TN       -   302,584.32  1,563,542.25   sFT  1.00001774   -0 47 35.2
 FD1547;UTM  16      - 3,890,498.535   467,693.330   MT  0.99961286   -0 12 15.3
 FD1547
 FD1547                          SUPERSEDED SURVEY CONTROL
 FD1547
 FD1547  NAD 83(1995)-  35 09 24.77659(N)    087 21 16.98217(W) AD(       ) 4
 FD1547  NAD 83(1995)-  35 09 24.78510(N)    087 21 16.98328(W) AD(       ) 4
 FD1547  NAD 83(1986)-  35 09 24.78745(N)    087 21 16.98318(W) AD(       ) 4
 FD1547  NAD 27      -  35 09 24.49500(N)    087 21 16.90600(W) AD(       ) 3
 FD1547
 FD1547.Superseded values are not recommended for survey control.
 FD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1547.See file dsdata.txt to determine how the superseded data were derived.
 FD1547
 FD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6769390499(NAD 83)
 FD1547_MARKER: 45 = MICROWAVE TOWER
 FD1547
 FD1547  HISTORY     - Date     Condition        Report By
 FD1547  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FD1547  HISTORY     - 1979     GOOD             NGS
 FD1547
 FD1547                          STATION DESCRIPTION
 FD1547
 FD1547'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1547'THE STATION IS LOCATED ON THE PROPERTY OF MR MILLARD A BIRDYSHAW
 FD1547'ABOUT 0.3 MILE WEST
 FD1547'OF LEOMA.  IT IS A STEEL MAST PAINTED IN ALTERNATING
 FD1547'COLORS OF RED AND WHITE WITH RED
 FD1547'BLINKING LIGHTS THROUGHOUT IT AND ON
 FD1547'THE TOP.  THE HEIGHT IS ABOUT 240 FT.  THE POINT
 FD1547'INTERSECTED WAS THE
 FD1547'RED LIGHT ON THE TOP.
 FD1547'
 FD1547'TO REACH THE STATION FROM THE POST OFFICE LEOMA GO 0.2 MILE SOUTH ON
 FD1547'U S HIGHWAY 43 TO
 FD1547'THE OLD JACKSON HIGHWAY ON THE RIGHT, TURN RIGHT
 FD1547'AND GO 0.3 MILE WEST ON OLD JACKSON
 FD1547'HIGHWAY TO A GRAVEL DRIVE ON THE
 FD1547'RIGHT, TURN RIGHT, NORTH, CROSSING RAILROAD TRACKS,
 FD1547'AND THEN TURN
 FD1547'LEFT, WEST, AND GO 0.15 MILE WEST TO A FIELD AND THE STATION.
 FD1547
 FD1547                          STATION RECOVERY (1979)
 FD1547
 FD1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FD1547'THE STATION, LEOMA TEXAS EASTERN MICROWAVE TOWER, WAS USED FOR
 FD1547'CHECK ANGLE PURPOSES ONLY AND WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2099 ***********************************************************************
 FB2099  DESIGNATION -  LESLIE
 FB2099  PID         -  FB2099
 FB2099  STATE/COUNTY-  TN/KNOX
 FB2099  USGS QUAD   -  KNOXVILLE (1978)
 FB2099
 FB2099                         *CURRENT SURVEY CONTROL
 FB2099  ___________________________________________________________________
 FB2099* NAD 83(1995)-  35 57 52.61677(N)    083 57 01.51299(W)     ADJUSTED  
 FB2099* NAVD 88     -       284.648  (meters)     933.88   (feet)  ADJUSTED  
 FB2099  ___________________________________________________________________
 FB2099  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FB2099  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2099  DYNAMIC HT  -         284.384 (meters)     933.02  (feet)  COMP
 FB2099  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 FB2099
 FB2099  HORZ ORDER  -  THIRD
 FB2099  VERT ORDER  -  SECOND    CLASS 0
 FB2099
 FB2099.The horizontal coordinates were established by classical geodetic methods
 FB2099.and adjusted by the National Geodetic Survey in April 1999..
 FB2099
 FB2099.The orthometric height was determined by differential leveling
 FB2099.and adjusted by the National Geodetic Survey in June 1991..
 FB2099
 FB2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2099
 FB2099.The geoid height was determined by GEOID03.
 FB2099
 FB2099.The dynamic height is computed by dividing the NAVD 88
 FB2099.geopotential number by the normal gravity value computed on the
 FB2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2099.degrees latitude (g = 980.6199 gals.).
 FB2099
 FB2099.The modeled gravity was interpolated from observed gravity values.
 FB2099
 FB2099;                    North         East     Units Scale Factor Converg.
 FB2099;SPC TN       -   182,925.188   784,857.610   MT  0.99995099   +1 11 59.7
 FB2099;SPC TN       -   600,147.05  2,574,987.01   sFT  0.99995099   +1 11 59.7
 FB2099;UTM  17      - 3,984,049.153   233,930.115   MT  1.00047240   -1 44 01.5
 FB2099;UTM  16      - 3,984,324.462   775,014.713   MT  1.00053206   +1 47 31.6
 FB2099
 FB2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2099!SPC TN       -   0.99996015  x   0.99995099  =   0.99991114
 FB2099!UTM  17      -   0.99996015  x   1.00047240  =   1.00043253
 FB2099!UTM  16      -   0.99996015  x   1.00053206  =   1.00049219
 FB2099
 FB2099:                Primary Azimuth Mark                     Grid Az
 FB2099:SPC TN       -  KNOXVILLE TV WTVK STUDIO TOWER           016 33 41.3
 FB2099:UTM  17      -  KNOXVILLE TV WTVK STUDIO TOWER           019 29 42.5
 FB2099:UTM  16      -  KNOXVILLE TV WTVK STUDIO TOWER           015 58 09.4
 FB2099
 FB2099|---------------------------------------------------------------------|
 FB2099| PID    Reference Object                     Distance      Geod. Az  |
 FB2099|                                                           dddmmss.s |
 FB2099| GA3551 KNOXVILLE TV WTVK STUDIO TOWER      APPROX. 5.3 KM 0174541.0 |
 FB2099| FB2097 LESLIE RM 1                          36.369 METERS 03050     |
 FB2099| FB2652 BURLINGTON MC CALLA AVE BAP CH      APPROX. 7.6 KM 0605730.5 |
 FB2099| FB2659 KNOXVILLE IMM CONCEPTION CH         APPROX. 2.6 KM 0840145.0 |
 FB2099| FB2098 LESLIE RM 2                          38.710 METERS 08456     |
 FB2099| FB2661 KNOXVILLE RADIO STA WKGN MAST       APPROX. 0.5 KM 1643555.3 |
 FB2099| FB2204 LESLIE RM 3                          22.081 METERS 18923     |
 FB2099| FB2203 LESLIE RM 4                          30.498 METERS 24747     |
 FB2099| FB2660 KNOXVILLE RADIO STA WIVK MAST       APPROX. 2.9 KM 2624904.5 |
 FB2099| FB2665 NORWOOD TVA MICROWAVE MAST 239      APPROX. 3.1 KM 3403042.6 |
 FB2099|---------------------------------------------------------------------|
 FB2099
 FB2099                          SUPERSEDED SURVEY CONTROL
 FB2099
 FB2099  NAD 83(1995)-  35 57 52.62442(N)    083 57 01.51069(W) AD(       ) 3
 FB2099  NAD 83(1986)-  35 57 52.63008(N)    083 57 01.50896(W) AD(       ) 3
 FB2099  NAD 27      -  35 57 52.33350(N)    083 57 01.84650(W) AD(       ) 3
 FB2099  NGVD 29 (??/??/92)  284.780  (m)          934.32   (f) ADJ UNCH    2 0
 FB2099
 FB2099.Superseded values are not recommended for survey control.
 FB2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2099.See file dsdata.txt to determine how the superseded data were derived.
 FB2099
 FB2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3393084049(NAD 83)
 FB2099_MARKER: DE = TRAVERSE STATION DISK
 FB2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2099_STAMPING: LESLIE 1960
 FB2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2099+STABILITY: SURFACE MOTION
 FB2099
 FB2099  HISTORY     - Date     Condition        Report By
 FB2099  HISTORY     - 1960     MONUMENTED       CGS
 FB2099  HISTORY     - 1961     GOOD             NGS
 FB2099  HISTORY     - 1969     GOOD             CGS
 FB2099  HISTORY     - 1969     GOOD             CGS
 FB2099  HISTORY     - 1982     GOOD             LOCSUR
 FB2099
 FB2099                          STATION DESCRIPTION
 FB2099
 FB2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2099'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF DOWNTOWN KNOXVILLE
 FB2099'ON CITY PROPERTY AT THE LESLIE SWIMMING POOL (COLORED).
 FB2099'
 FB2099'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W TRUCK
 FB2099'ROUTE AND STATE HIGHWAY 62, GO SOUTH, ON TRUCK ROUTE 25W, PROCTOR
 FB2099'STREET, FOR 0.5 MILE TO WESTVIEW AVE. ON THE LEFT.  TURN LEFT, ON
 FB2099'WESTVIEW AVE. AND GO 0.1 MILE TO AMBRISTER STREET.  TURN
 FB2099'RIGHT, AND FOLLOW THE ROAD TO THE BATH HOUSE AND THE STATION ON THE
 FB2099'RIGHT.
 FB2099'
 FB2099'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED LESLIE 1960,
 FB2099'SET IN A CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 128.9 FEET WEST
 FB2099'OF THE SOUTHWEST CORNER OF THE BATH HOUSE, 120.9 FEET SOUTHWEST OF
 FB2099'THE NORTHWEST CORNER OF THE BATH HOUSE, 89 FEET NORTHEAST OF A
 FB2099'WOVEN WIRE FENCE, AND 83 FEET SOUTH OF A POWER POLE.
 FB2099'
 FB2099'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LESLIE NO 1 1960,
 FB2099'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK, FLUSH.  IT IS
 FB2099'59 FEET EAST OF A POWER POLE, 34 FEET EAST OF THE CENTER OF A HARD
 FB2099'SURFACE ROAD, 32.2 FEET SOUTH OF A FENCE CORNER POST, AND 4.1
 FB2099'FEET WEST OF THE NORTHWEST CORNER OF THE BATH HOUSE.
 FB2099'
 FB2099'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED LESLIE NO 2 1960,
 FB2099'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK, FLUSH, IT IS
 FB2099'3.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BATH HOUSE, 3.4 FEET
 FB2099'NORTH OF THE SOUTH EDGE OF THE SIDEWALK, AND 0.7 FEET EAST
 FB2099'OF THE WEST EDGE OF THE SIDEWALK.
 FB2099'
 FB2099'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRAVERSE
 FB2099'STATION RADIO WILL SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FB2099'THEREOF.
 FB2099'
 FB2099'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 FB2099
 FB2099                          STATION RECOVERY (1961)
 FB2099
 FB2099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2099'IN KNOXVILLE.
 FB2099'THIS STATION IS LOCATED ABOUT 1.5 MILES WEST OF DOWNTOWN
 FB2099'KNOXVILLE ON CITY PROPERTY AT THE LESLIE SWIMMING POOL (COLORED).
 FB2099'TO REACH THE STATION FROM THE INTERSECTION OF MIDDLEBROOK PIKE
 FB2099'AND LIBERTY STREET, GO 0.7 MILE EAST ON MIDDLEBROOK PIKE, THEN
 FB2099'0.1 MILE NORTH ON PROCTOR ST., THEN 0.1 MILE EAST ON WESTVIEW
 FB2099'AVENUE, TURN RIGHT ON AMBRISTER ST. AND FOLLOW THE ROAD TO THE
 FB2099'BATH HOUSE.  THE STATION MARK IS 129 FT. WEST OF THE SOUTHWEST
 FB2099'CORNER OF THE BATH HOUSE, 121 FT. SOUTHWEST OF THE NORTHWEST
 FB2099'CORNER OF THE BATH HOUSE, 89 FT. NORTHEAST OF A WOVEN WIRE FENCE,
 FB2099'AND 83 FT. SOUTH OF A POWER LINE POLE.  THE DISK IS SET IN TOP
 FB2099'OF A CONCRETE POST FLUSH WITH THE GROUND.
 FB2099
 FB2099                          STATION RECOVERY (1969)
 FB2099
 FB2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FB2099'THE STATION MARK ONLY WAS RECOVERED IN GOOD CONDITION.  BOTH THE
 FB2099'ORIGINAL REFERENCE MARKS WERE DESTROYED DURING THE RE-BUILDING
 FB2099'OF A NEW BATH HOUSE AFTER THE OLD ONE WAS DESTROYED BY FIRE.  NO
 FB2099'AZIMUTH MARK WAS EVER SET FOR THIS STATION. TWO NEW REFERENCE MARKS
 FB2099'WERE SET.
 FB2099'
 FB2099'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FB2099'
 FB2099'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF DOWNTOWN KNOXVILLE
 FB2099'ON CITY PROPERTY AT THE LESLIE MUNICIPAL SWIMMING POOL.
 FB2099'
 FB2099'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W (TRUCK
 FB2099'ROUTE) AND STATE ROUTE 62 IN KNOXVILLE, GO SOUTH ON U.S. HIGHWAY
 FB2099'25W (THIS IS PROCTOR STREET) FOR 0.5 OF A MILE TO WESTVIEW AVENUE ON
 FB2099'THE LEFT.  HERE TURN LEFT ON WESTVIEW AVENUE AND GO EASTERLY FOR 0.1
 FB2099'OF A MILE TO AMBRISTER STREET ON THE LEFT AND A PAVED DRIVE LEADING
 FB2099'INTO THE LESLIE MUNICIPAL SWIMMING POOL ON THE RIGHT.  TURN
 FB2099'RIGHT ON THE PAVED DRIVE AND GO SOUTHERLY FOR ABOUT 100 YARDS TO THE
 FB2099'SWIMMING POOL PARKING LOT AT THE TOP OF THE HILL AND THE
 FB2099'STATION AS DESCRIBED.
 FB2099'
 FB2099'THE STATION IS LOCATED IN A PAVED PARKING LOT, 125 FEET
 FB2099'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE BATH HOUSE, 119 FEET
 FB2099'SOUTHWEST OF THE NORTHWEST CORNER OF THE BATH HOUSE, 106 FEET
 FB2099'EAST-NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN- LINK FENCE, 68
 FB2099'FEET EAST-NORTHEAST OF A 16-INCH PIN OAK TREE, 51 FEET SOUTH OF AN
 FB2099'ANGLING CORNER IN THE CHAIN-LINK FENCE, AND 31 FEET SOUTHEAST
 FB2099'OF THE CHAIN-LINK FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FB2099'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FB2099'THE DISK IS STAMPED LESLIE 1960.
 FB2099'
 FB2099'REFERENCE MARK NO. 3 IS LOCATED IN A SMALL GRASSY PLOT NEAR THE SOUTH
 FB2099'CORNER OF THE PARKING AREA , 25 FEET EAST- NORTHEAST OF THE
 FB2099'CHAIN-LINK FENCE, 25 FEET NORTH OF THE SOUTH CORNER OF THE PAVED
 FB2099'AREA, 6.5 FEET EAST-NORTHEAST OF AN 18-INCH, FORKED TRUNKED ELM
 FB2099'TREE, AND 6 FEET WEST-SOUTHWEST OF A 16-INCH PIN OAK TREE.  IT IS A
 FB2099'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FB2099'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED LESLIE 1960 NO 3 1969.
 FB2099'
 FB2099'REFERENCE MARK NO. 4 IS LOCATED IN THE SOUTHWEST CORNER OF THE
 FB2099'PARKING AREA AND PROPERTY CORNER, 35 FEET WEST OF A 16-INCH PIN
 FB2099'OAK, 6.5 FEET EAST OF THE WEST CORNER OF THE CHAIN-LINK FENCE, 4.5
 FB2099'FEET NORTHEAST OF THE CHAIN-LINK FENCE, AND 4 FEET SOUTHEAST OF THE
 FB2099'CHAIN-LINK FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 FB2099'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FB2099'THE DISK IS STAMPED LESLIE 1960 NO 4 1969.
 FB2099'
 FB2099'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FB2099'REFERENCE MARK NO. 4 IS 87.50 FEET - 26.668 METERS.
 FB2099'
 FB2099'AS ALL MARKS AT THIS STATION WERE BENCH MARKS, THE ELEVATION WAS
 FB2099'TRANSFERRED TO THE TWO NEW REFERENCE MARKS FROM LESLIE 1960.
 FB2099'
 FB2099'DUE TO THE STATIONS LOCATION, NO WITNESS POSTS WERE SET.
 FB2099'
 FB2099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KNOXVILLE.
 FB2099
 FB2099                          STATION RECOVERY (1969)
 FB2099
 FB2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FB2099'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 W AND STATE
 FB2099'ROUTE 62 IN KNOXVILLE, GO SOUTH ON U.S. HIGHWAY 25 W FOR 0.5 OF A
 FB2099'MILE TO WESTVEW AVENUE, TURN LEFT ON WESTVIEW AVENUE AND GO EASTERLY
 FB2099'FOR 0.1 OF A MILE TO AMBRISTER STREET ON THE LEFT AND PAVED DRIVE ON
 FB2099'THE RIGHT, TURN RIGHT ON THIS PAVED DRIVE AND GO SOUTHERLY FOR ABOUT
 FB2099'100 YARD TO THE LESLIE MUNICIPAL SWIMMING POOL PARKING LOT AND
 FB2099'TRAVERSE STATION LESLIE 1960. IT IS 125 FEET WEST-NORTHWEST OF THE
 FB2099'SOUTHWEST CORNER OF THE BATH HOUSE, 119 FEET SOUTHWEST OF THE
 FB2099'NORTHWEST CORNER OF THE BATH HOUSE, 106 FEET EAST-NORTHEAST OF THE
 FB2099'NORTHWEST CORNER OF A CHAIN-LINK FENCE, 100.06 FEET EAST-NORTHEAST OF
 FB2099'LESLIE 1960 R.M. 4 1969, 72.44 FEET NORTH OF LESLIE 1960 R.M. 3 1969,
 FB2099'69 FEET EAST-NORTHEAST OF A 16-INCH PIN OAK TREE, 51 FEET SOUTH OF AN
 FB2099'AGLING CORNER IN THE CHAIN-LINK FENCE, AND 31 FEET SOUTHEAST OF THE
 FB2099'CHAIN-LINK FENCE. IT IS A STANDARD TRAVERSE STATION DISK SET IN THE
 FB2099'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FB2099'AND THE DISK IS STAMPED LESLIE 1960.
 FB2099
 FB2099                          STATION RECOVERY (1982)
 FB2099
 FB2099'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2099'LESLIE 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 FB2099'(CITY BLOCK NO. 22100).
 FB2099'
 FB2099'RM 3 AND RM 4 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2097 ***********************************************************************
 FB2097  DESIGNATION -  LESLIE RM 1
 FB2097  PID         -  FB2097
 FB2097  STATE/COUNTY-  TN/KNOX
 FB2097  USGS QUAD   -  KNOXVILLE (1978)
 FB2097
 FB2097                         *CURRENT SURVEY CONTROL
 FB2097  ___________________________________________________________________
 FB2097* NAD 83(1986)-  35 57 52.     (N)    083 57 01.     (W)     SCALED    
 FB2097* NAVD 88     -       285.325  (meters)     936.10   (feet)  ADJUSTED  
 FB2097  ___________________________________________________________________
 FB2097  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2097  DYNAMIC HT  -         285.061 (meters)     935.24  (feet)  COMP
 FB2097  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 FB2097
 FB2097  VERT ORDER  -  SECOND    CLASS 0
 FB2097
 FB2097.The horizontal coordinates were scaled from a topographic map and have
 FB2097.an estimated accuracy of +/- 6 seconds.
 FB2097
 FB2097.The orthometric height was determined by differential leveling
 FB2097.and adjusted by the National Geodetic Survey in June 1991..
 FB2097
 FB2097.The geoid height was determined by GEOID03.
 FB2097
 FB2097.The dynamic height is computed by dividing the NAVD 88
 FB2097.geopotential number by the normal gravity value computed on the
 FB2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2097.degrees latitude (g = 980.6199 gals.).
 FB2097
 FB2097.The modeled gravity was interpolated from observed gravity values.
 FB2097
 FB2097;                    North         East    Units  Estimated Accuracy
 FB2097;SPC TN       -   182,910.      784,870.      MT  (+/- 180 meters Scaled)
 FB2097
 FB2097                          SUPERSEDED SURVEY CONTROL
 FB2097
 FB2097  NGVD 29 (??/??/92)  285.457  (m)          936.54   (f) ADJ UNCH    2 0
 FB2097
 FB2097.Superseded values are not recommended for survey control.
 FB2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2097.See file dsdata.txt to determine how the superseded data were derived.
 FB2097
 FB2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339840(NAD 83)
 FB2097_MARKER: DR = REFERENCE MARK DISK
 FB2097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2097_SP_SET: SIDEWALK
 FB2097_STAMPING: LESLIE NO 1 1960
 FB2097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2097
 FB2097  HISTORY     - Date     Condition        Report By
 FB2097  HISTORY     - 1960     MONUMENTED       CGS
 FB2097  HISTORY     - 1961     GOOD             NGS
 FB2097  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2097
 FB2097                          STATION DESCRIPTION
 FB2097
 FB2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2097'IN KNOXVILLE.
 FB2097'THIS MARK IS LOCATED AT THE LESLIE 1960 STATION SITE, 119.3 FT.
 FB2097'NORTHEAST OF THE STATION MARK, 4.1 FT. WEST OF THE NORTHWEST
 FB2097'CORNER OF THE BATH HOUSE.  THE DISK IS CEMENTED IN A DRILL HOLE
 FB2097'IN THE SIDEWALK AROUND THE BATH HOUSE.
 FB2097
 FB2097                          STATION RECOVERY (1982)
 FB2097
 FB2097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2098 ***********************************************************************
 FB2098  DESIGNATION -  LESLIE RM 2
 FB2098  PID         -  FB2098
 FB2098  STATE/COUNTY-  TN/KNOX
 FB2098  USGS QUAD   -  KNOXVILLE (1978)
 FB2098
 FB2098                         *CURRENT SURVEY CONTROL
 FB2098  ___________________________________________________________________
 FB2098* NAD 83(1986)-  35 57 52.     (N)    083 57 01.     (W)     SCALED    
 FB2098* NAVD 88     -       285.305  (meters)     936.04   (feet)  ADJUSTED  
 FB2098  ___________________________________________________________________
 FB2098  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2098  DYNAMIC HT  -         285.041 (meters)     935.17  (feet)  COMP
 FB2098  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 FB2098
 FB2098  VERT ORDER  -  SECOND    CLASS 0
 FB2098
 FB2098.The horizontal coordinates were scaled from a topographic map and have
 FB2098.an estimated accuracy of +/- 6 seconds.
 FB2098
 FB2098.The orthometric height was determined by differential leveling
 FB2098.and adjusted by the National Geodetic Survey in June 1991..
 FB2098
 FB2098.The geoid height was determined by GEOID03.
 FB2098
 FB2098.The dynamic height is computed by dividing the NAVD 88
 FB2098.geopotential number by the normal gravity value computed on the
 FB2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2098.degrees latitude (g = 980.6199 gals.).
 FB2098
 FB2098.The modeled gravity was interpolated from observed gravity values.
 FB2098
 FB2098;                    North         East    Units  Estimated Accuracy
 FB2098;SPC TN       -   182,910.      784,870.      MT  (+/- 180 meters Scaled)
 FB2098
 FB2098                          SUPERSEDED SURVEY CONTROL
 FB2098
 FB2098  NGVD 29 (??/??/92)  285.438  (m)          936.47   (f) ADJ UNCH    2 0
 FB2098
 FB2098.Superseded values are not recommended for survey control.
 FB2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2098.See file dsdata.txt to determine how the superseded data were derived.
 FB2098
 FB2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339840(NAD 83)
 FB2098_MARKER: DR = REFERENCE MARK DISK
 FB2098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2098_SP_SET: SIDEWALK
 FB2098_STAMPING: LESLIE NO 2 1960
 FB2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2098
 FB2098  HISTORY     - Date     Condition        Report By
 FB2098  HISTORY     - 1960     MONUMENTED       CGS
 FB2098  HISTORY     - 1961     GOOD             NGS
 FB2098  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2098
 FB2098                          STATION DESCRIPTION
 FB2098
 FB2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2098'AT KNOXVILLE.
 FB2098'THIS MARK IS LOCATED AT THE LESLIE 1960 STATION SITE, 127 FT.
 FB2098'EAST OF THE STATION MARK, 3.7 FT. SOUTH OF THE SOUTHWEST CORNER
 FB2098'OF THE BATH HOUSE, 3.4 FT. NORTH OF THE SOUTH EDGE OF THE
 FB2098'SIDEWALK, AND 0.7 FT. EAST OF THE WEST EDGE OF THE SIDEWALK.
 FB2098'THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE SIDEWALK.
 FB2098
 FB2098                          STATION RECOVERY (1982)
 FB2098
 FB2098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2204 ***********************************************************************
 FB2204  DESIGNATION -  LESLIE RM 3
 FB2204  PID         -  FB2204
 FB2204  STATE/COUNTY-  TN/KNOX
 FB2204  USGS QUAD   -  KNOXVILLE (1978)
 FB2204
 FB2204                         *CURRENT SURVEY CONTROL
 FB2204  ___________________________________________________________________
 FB2204* NAD 83(1986)-  35 57 52.     (N)    083 57 01.     (W)     SCALED    
 FB2204* NAVD 88     -       283.04   (meters)     928.6    (feet)  RESET     
 FB2204  ___________________________________________________________________
 FB2204  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2204
 FB2204  VERT ORDER  -  THIRD
 FB2204
 FB2204.The horizontal coordinates were scaled from a topographic map and have
 FB2204.an estimated accuracy of +/- 6 seconds.
 FB2204
 FB2204.The orthometric height was computed from unverified reset data.
 FB2204
 FB2204.The geoid height was determined by GEOID03.
 FB2204
 FB2204;                    North         East    Units  Estimated Accuracy
 FB2204;SPC TN       -   182,910.      784,870.      MT  (+/- 180 meters Scaled)
 FB2204
 FB2204                          SUPERSEDED SURVEY CONTROL
 FB2204
 FB2204.No superseded survey control is available for this station.
 FB2204
 FB2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339840(NAD 83)
 FB2204_MARKER: DR = REFERENCE MARK DISK
 FB2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2204_STAMPING: LESLIE 1960 NO 3 1969
 FB2204_PROJECTION: PROJECTING 3 CENTIMETERS
 FB2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2204+STABILITY: SURFACE MOTION
 FB2204
 FB2204  HISTORY     - Date     Condition        Report By
 FB2204  HISTORY     - 1969     MONUMENTED       CGS
 FB2204
 FB2204                          STATION DESCRIPTION
 FB2204
 FB2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FB2204'IN KNOXVILLE.
 FB2204'0.7 MILE EAST ALONG MIDDLEBROOK PIKE FROM THE INTERSECTION
 FB2204'OF MIDDLEBROOK PIKE AND LIBERTY STREET IN KNOXVILLE, TO THE
 FB2204'INTERSECTION OF PROCTOR STREET, THENCE 0.1 MILE NORTH ALONG
 FB2204'PROCTOR STREET TO WESTVIEW AVENUE, THENCE 0.1 MILE WEST ALONG
 FB2204'WESTVIEW AVENUE TO AMBRISTER STREET, THENCE RIGHT ALONG
 FB2204'AMBRISTER STREET TO THE BATH HOUSE AT THE LESLIE SWIMMING
 FB2204'POOL ON CITY PROPERTY, IN A SMALL GRASSY PLOT
 FB2204'NEAR THE SOUTH CORNER OF A PAVED PARKING AREA, 87.50
 FB2204'FEET WEST-NORTHWEST OF LESLIE 1960 RM 4 1969, 72.44 FEET SOUTH OF
 FB2204'LESLIE 1960, 25 FEET EAST-NORTHEAST OF THE CHAIN LINK-FENCE, 25
 FB2204'FEET NORTH OF THE SOUTH CORNER OF THE PAVED AREA, 6.5 FEET
 FB2204'EAST-NORTHEAST OF AN 18-INCH, FORKED TRUNKED ELM TREE, AND 6 FEET
 FB2204'WEST-SOUTHWEST OF A 16-INCH PIN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2203 ***********************************************************************
 FB2203  DESIGNATION -  LESLIE RM 4
 FB2203  PID         -  FB2203
 FB2203  STATE/COUNTY-  TN/KNOX
 FB2203  USGS QUAD   -  KNOXVILLE (1978)
 FB2203
 FB2203                         *CURRENT SURVEY CONTROL
 FB2203  ___________________________________________________________________
 FB2203* NAD 83(1986)-  35 57 52.     (N)    083 57 01.     (W)     SCALED    
 FB2203* NAVD 88     -       282.97   (meters)     928.4    (feet)  RESET     
 FB2203  ___________________________________________________________________
 FB2203  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2203
 FB2203  VERT ORDER  -  THIRD
 FB2203
 FB2203.The horizontal coordinates were scaled from a topographic map and have
 FB2203.an estimated accuracy of +/- 6 seconds.
 FB2203
 FB2203.The orthometric height was computed from unverified reset data.
 FB2203
 FB2203.The geoid height was determined by GEOID03.
 FB2203
 FB2203;                    North         East    Units  Estimated Accuracy
 FB2203;SPC TN       -   182,910.      784,870.      MT  (+/- 180 meters Scaled)
 FB2203
 FB2203                          SUPERSEDED SURVEY CONTROL
 FB2203
 FB2203.No superseded survey control is available for this station.
 FB2203
 FB2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV339840(NAD 83)
 FB2203_MARKER: DR = REFERENCE MARK DISK
 FB2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2203_STAMPING: LESLIE 1960 NO 4 1969
 FB2203_PROJECTION: PROJECTING 5 CENTIMETERS
 FB2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2203+STABILITY: SURFACE MOTION
 FB2203
 FB2203  HISTORY     - Date     Condition        Report By
 FB2203  HISTORY     - 1969     MONUMENTED       CGS
 FB2203
 FB2203                          STATION DESCRIPTION
 FB2203
 FB2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FB2203'IN KNOXVILLE.
 FB2203'0.7 MILE EAST ALONG MIDDLEBROOK PIKE FROM THE INTERSECTION
 FB2203'OF MIDDLEBROOK PIKE AND LIBERTY STREET IN KNOXVILLE, TO THE
 FB2203'INTERSECTION OF PROCTOR STREET, THENCE 0.1 MILE NORTH ALONG
 FB2203'PROCTOR STREET TO WESTVIEW AVENUE, THENCE 0.1 MILE WEST ALONG
 FB2203'WESTVIEW AVENUE TO AMBRISTER STREET, THENCE RIGHT ALONG
 FB2203'AMBRISTER STREET TO THE BATH HOUSE AT THE LESLIE SWIMMING
 FB2203'POOL ON CITY PROPERTY, IN THE SOUTHWEST
 FB2203'CORNER OF THE PARKING LOT, 100.06 FEET WEST-SOUTHWEST OF
 FB2203'LESLIE 1960, 87.50 FEET EAST-SOUTHEAST OF LESLIE 1960 RM 3 1969,
 FB2203'35 FEET WEST OF A 16-INCH PINE OAK TREE, 6.5 FEET EAST OF THE WEST
 FB2203'CORNER OF THE CHAIN-LINK FENCE, 4.5 FEET NORTHEAST OF THE CHAIN-LINK
 FB2203'FENCE, AND 4 FEET SOUTHEAST OF THE CHAIN-LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0829 ***********************************************************************
 FE0829  DESIGNATION -  LESTER
 FE0829  PID         -  FE0829
 FE0829  STATE/COUNTY-  TN/HAYWOOD
 FE0829  USGS QUAD   -  SUNNYHILL (1983)
 FE0829
 FE0829                         *CURRENT SURVEY CONTROL
 FE0829  ___________________________________________________________________
 FE0829* NAD 83(1995)-  35 33 25.29506(N)    089 11 15.29195(W)     ADJUSTED  
 FE0829* NAVD 88     -       117.635  (meters)     385.94   (feet)  ADJUSTED  
 FE0829  ___________________________________________________________________
 FE0829  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 FE0829  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE0829  DYNAMIC HT  -         117.531 (meters)     385.60  (feet)  COMP
 FE0829  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE0829
 FE0829  HORZ ORDER  -  SECOND
 FE0829  VERT ORDER  -  SECOND    CLASS 0
 FE0829
 FE0829.The horizontal coordinates were established by classical geodetic methods
 FE0829.and adjusted by the National Geodetic Survey in April 1999..
 FE0829
 FE0829.The orthometric height was determined by differential leveling
 FE0829.and adjusted by the National Geodetic Survey in June 1991..
 FE0829
 FE0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0829
 FE0829.The geoid height was determined by GEOID03.
 FE0829
 FE0829.The dynamic height is computed by dividing the NAVD 88
 FE0829.geopotential number by the normal gravity value computed on the
 FE0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0829.degrees latitude (g = 980.6199 gals.).
 FE0829
 FE0829.The modeled gravity was interpolated from observed gravity values.
 FE0829
 FE0829;                    North         East     Units Scale Factor Converg.
 FE0829;SPC TN       -   140,473.582   311,059.902   MT  0.99996003   -1 51 58.1
 FE0829;SPC TN       -   460,870.41  1,020,535.70   sFT  0.99996003   -1 51 58.1
 FE0829;UTM  16      - 3,937,019.732   301,726.085   MT  1.00008447   -1 16 21.1
 FE0829
 FE0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0829!SPC TN       -   0.99998592  x   0.99996003  =   0.99994595
 FE0829!UTM  16      -   0.99998592  x   1.00008447  =   1.00007039
 FE0829
 FE0829|---------------------------------------------------------------------|
 FE0829| PID    Reference Object                     Distance      Geod. Az  |
 FE0829|                                                           dddmmss.s |
 FE0829| FE0831 LESTER RM 1                          55.995 METERS 10130     |
 FE0829| FE0832 LESTER RM 2                          71.939 METERS 13749     |
 FE0829| FE0830 LESTER AZ MK                        APPROX. 0.9 KM 3134537.8 |
 FE0829|---------------------------------------------------------------------|
 FE0829
 FE0829                          SUPERSEDED SURVEY CONTROL
 FE0829
 FE0829  NAD 83(1995)-  35 33 25.30076(N)    089 11 15.29448(W) AD(       ) 2
 FE0829  NAD 83(1986)-  35 33 25.30669(N)    089 11 15.29272(W) AD(       ) 2
 FE0829  NAD 27      -  35 33 25.02560(N)    089 11 15.05080(W) AD(       ) 2
 FE0829  NGVD 29 (??/??/??)  117.646  (m)          385.98   (f) ADJUSTED    2 0
 FE0829
 FE0829.Superseded values are not recommended for survey control.
 FE0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0829.See file dsdata.txt to determine how the superseded data were derived.
 FE0829
 FE0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0172637020(NAD 83)
 FE0829_MARKER: DS = TRIANGULATION STATION DISK
 FE0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0829_STAMPING: LESTER 1959
 FE0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0829+STABILITY: SURFACE MOTION
 FE0829
 FE0829  HISTORY     - Date     Condition        Report By
 FE0829  HISTORY     - 1959     MONUMENTED       CGS
 FE0829  HISTORY     - 1959     GOOD             CGS
 FE0829  HISTORY     - 20020905 POOR             USACE
 FE0829
 FE0829                          STATION DESCRIPTION
 FE0829
 FE0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0829'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BROWNSVILLE AND 2.5
 FE0829'MILES SOUTH OF U.S. HIGHWAY 70 IN CULTIVATED FIELD 0.1 MILE
 FE0829'NORTH OF A SCHOOLHOUSE, 240 FEET NORTHWEST OF A FENCE CORNER AND 198
 FE0829'FEET WEST OF THE CENTER OF A DIRT ROAD.  THE MARK IS SET 1 INCH
 FE0829'BELOW THE GROUND SURFACE AND IS STAMPED LESTER 1959.
 FE0829'
 FE0829'REFERENCE MARK NO. 1 IS SET OPPOSITE A FARMYARD DRIVEWAY, 15 FEET
 FE0829'WEST OF THE CENTER OF A DIRT ROAD AND 6 FEET SOUTH OF A 6 BY 6 INCH
 FE0829'WHITE POST WHICH PROJECTS 1 FOOT.  THE MARK IS SET FLUSH WITH THE
 FE0829'GROUND SURFACE AND IS STAMPED LESTER NO 1 1959.
 FE0829'
 FE0829'REFERENCE MARK NO. 2 IS SET 25 FEET WEST OF THE CENTER OF THE DIRT
 FE0829'ROAD, 7 FEET WEST OF A FENCE CORNER AND 2 FEET NORTHWEST OF A
 FE0829'POWER POLE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED LESTER NO 2
 FE0829'1959.
 FE0829'
 FE0829'THE AZIMUTH MARK IS SET OPPOSITE A FARMYARD DRIVEWAY, 22 FEET
 FE0829'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 6 FEET SOUTH OF A MAILBOX
 FE0829'AND 2 FEET NORTHEAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND IS
 FE0829'STAMPED LESTER 1959.
 FE0829'
 FE0829'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN
 FE0829'BROWNSVILLE, GO EAST ON U.S. HIGHWAY 70 FOR 0.6 MILE TO THE JUNCTION
 FE0829'WITH STATE HIGHWAY 76, TURN RIGHT ON HIGHWAY 76 AND GO SOUTH FOR 0.2
 FE0829'MILE TO A PAVED ROAD LEFT, TURN LEFT ON THE PAVED ROAD AND FOLLOW
 FE0829'IT FOR 3.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 FE0829'CONTINUE SOUTHEASTERLY ON THE PAVED ROAD FOR 0.6 MILE TO A DIRT SIDE
 FE0829'ROAD LEFT JUST BEFORE REACHING A SCHOOLHOUSE ON THE LEFT.  TURN LEFT
 FE0829'ON THE DIRT ROAD AND GO 0.1 MILE TO ANOTHER DIRT ROAD LEFT, TURN
 FE0829'LEFT AND FOLLOW IT FOR 0.1 MILE TO THE FARMYARD DRIVEWAY ON THE
 FE0829'RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 FE0829'
 FE0829'HEIGHT OF LIGHT ABOVE STATION MARK 87 METERS.
 FE0829
 FE0829                          STATION RECOVERY (1959)
 FE0829
 FE0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0829'8.8 MI SE FROM BROWNSVILLE.
 FE0829'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0829'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0829'MILES EAST ALONG A PAVED ROAD, THENCE 0.65 MILE NORTH ON A
 FE0829'PAVED ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY
 FE0829'TO A Y JUNCTION, THENCE 0.1 MILE EAST ON A GRAVELED ROAD, THENCE
 FE0829'0.1 MILE NORTH ON A DIRT ROAD.  THE MARK IS 240 FEET NORTHWEST
 FE0829'OF A FENCE CORNER AND 198 FEET WEST OF THE CENTER OF A DIRT
 FE0829'ROAD.  THE MARK IS SET IN A SQUARE CONCRETE POST, 1 INCH BELOW
 FE0829'THE SURFACE OF THE GROUND.
 FE0829
 FE0829                          STATION RECOVERY (2002)
 FE0829
 FE0829'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0829'MARK DESTROYED. GPS POSITION PUTS MARK IN CENTER OF ACCESS RAMP TO I40
 FE0829'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2575 ***********************************************************************
 FE2575  DESIGNATION -  LESTER
 FE2575  PID         -  FE2575
 FE2575  STATE/COUNTY-  TN/SHELBY
 FE2575  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2575
 FE2575                         *CURRENT SURVEY CONTROL
 FE2575  ___________________________________________________________________
 FE2575* NAD 83(1995)-  35 08 52.73728(N)    089 57 52.12295(W)     ADJUSTED  
 FE2575* NAVD 88     -       100.9    (meters)     331.     (feet)  VERTCON   
 FE2575  ___________________________________________________________________
 FE2575  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FE2575  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FE2575
 FE2575  HORZ ORDER  -  SECOND
 FE2575
 FE2575.The horizontal coordinates were established by classical geodetic methods
 FE2575.and adjusted by the National Geodetic Survey in April 1999..
 FE2575
 FE2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2575
 FE2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2575
 FE2575.The geoid height was determined by GEOID03.
 FE2575
 FE2575;                    North         East     Units Scale Factor Converg.
 FE2575;SPC TN       -    97,702.321   238,834.500   MT  1.00001957   -2 19 15.5
 FE2575;SPC TN       -   320,545.03    783,576.19   sFT  1.00001957   -2 19 15.5
 FE2575;UTM  16      - 3,893,478.211   229,933.388   MT  1.00049898   -1 42 27.6
 FE2575;UTM  15      - 3,893,673.541   776,540.707   MT  1.00054260   +1 44 55.1
 FE2575
 FE2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2575!SPC TN       -   0.99998845  x   1.00001957  =   1.00000802
 FE2575!UTM  16      -   0.99998845  x   1.00049898  =   1.00048742
 FE2575!UTM  15      -   0.99998845  x   1.00054260  =   1.00053104
 FE2575
 FE2575|---------------------------------------------------------------------|
 FE2575| PID    Reference Object                     Distance      Geod. Az  |
 FE2575|                                                           dddmmss.s |
 FE2575| FE2075 TS S 1                              183.145 METERS 11557     |
 FE2575| FE1211 BROAD                                76.284 METERS 17625     |
 FE2575| FE1212 TS R 1                               95.951 METERS 21912     |
 FE2575| FE1208 OVERTON                             APPROX. 1.7 KM 2734727.3 |
 FE2575|---------------------------------------------------------------------|
 FE2575
 FE2575                          SUPERSEDED SURVEY CONTROL
 FE2575
 FE2575  NAD 83(1995)-  35 08 52.73980(N)    089 57 52.12225(W) AD(       ) 2
 FE2575  NAD 83(1995)-  35 08 52.74274(N)    089 57 52.12269(W) AD(       ) 2
 FE2575  NAD 83(1986)-  35 08 52.74769(N)    089 57 52.12390(W) AD(       ) 2
 FE2575  NAD 27      -  35 08 52.42610(N)    089 57 51.80320(W) AD(       ) 2
 FE2575  NGVD 29 (07/19/86)  100.9    (m)          331.     (f) VERT ANG       
 FE2575
 FE2575.Superseded values are not recommended for survey control.
 FE2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2575.See file dsdata.txt to determine how the superseded data were derived.
 FE2575
 FE2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2993393478(NAD 83)
 FE2575_MARKER: DE = TRAVERSE STATION DISK
 FE2575_SETTING: 0 = UNSPECIFIED SETTING
 FE2575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2575
 FE2575  HISTORY     - Date     Condition        Report By
 FE2575  HISTORY     - 1959     MONUMENTED       CGS
 FE2575
 FE2575                          STATION DESCRIPTION
 FE2575
 FE2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2575'THE STATION IS LOCATED NEAR THE CENTRAL PART OF MEMPHIS, 1 BLOCK
 FE2575'SOUTH OF SUMMER AVENUE (U.S. HIGHWAY 70) ON THE TOP AND NEAR THE
 FE2575'SOUTHEAST CORNER OF THE LESTER SCHOOLHOUSE.  IT IS 3.5 FEET NORTH OF
 FE2575'THE INSIDE OF THE SOUTH EDGE OF THE SCHOOLHOUSE AND 3.5 FEET
 FE2575'WEST OF THE INSIDE OF THE EAST EDGE OF THE SCHOOLHOUSE.  ACCESS TO
 FE2575'THE TOP OF THE SCHOOLHOUSE MAY BE MADE BY A LADDER OBTAINED FROM
 FE2575'THE SCHOOL CUSTODIAN.  THE MARK IS A STANDARD TRAVERSE STATION DISK
 FE2575'SET IN THE TAR ROOF.  IT IS STAMPED LESTER 1959.
 FE2575'
 FE2575'TO REACH THE STATION FROM THE INTERSECTION OF SUMMER AVENUE (U.S.
 FE2575'HIGHWAY 70) AND CARPENTER STREET NEAR THE CENTRAL PART OF
 FE2575'MEMPHIS GO SOUTH ON CARPENTER STREET FOR 1 BLOCK AND THE LESTER
 FE2575'SCHOOLHOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0830 ***********************************************************************
 FE0830  DESIGNATION -  LESTER AZ MK
 FE0830  PID         -  FE0830
 FE0830  STATE/COUNTY-  TN/HAYWOOD
 FE0830  USGS QUAD   -  SUNNYHILL (1983)
 FE0830
 FE0830                         *CURRENT SURVEY CONTROL
 FE0830  ___________________________________________________________________
 FE0830* NAD 83(1995)-  35 33 46.49362(N)    089 11 42.38398(W)     ADJUSTED  
 FE0830* NAVD 88     -       117.088  (meters)     384.15   (feet)  ADJUSTED  
 FE0830  ___________________________________________________________________
 FE0830  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FE0830  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FE0830  DYNAMIC HT  -         116.984 (meters)     383.81  (feet)  COMP
 FE0830  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 FE0830
 FE0830  HORZ ORDER  -  SECOND
 FE0830  VERT ORDER  -  SECOND    CLASS 0
 FE0830
 FE0830.The horizontal coordinates were established by classical geodetic methods
 FE0830.and adjusted by the National Geodetic Survey in April 1999..
 FE0830
 FE0830.The orthometric height was determined by differential leveling
 FE0830.and adjusted by the National Geodetic Survey in June 1991..
 FE0830
 FE0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0830
 FE0830.The geoid height was determined by GEOID03.
 FE0830
 FE0830.The dynamic height is computed by dividing the NAVD 88
 FE0830.geopotential number by the normal gravity value computed on the
 FE0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0830.degrees latitude (g = 980.6199 gals.).
 FE0830
 FE0830.The modeled gravity was interpolated from observed gravity values.
 FE0830
 FE0830;                    North         East     Units Scale Factor Converg.
 FE0830;SPC TN       -   141,148.784   310,399.310   MT  0.99995954   -1 52 14.0
 FE0830;SPC TN       -   463,085.64  1,018,368.40   sFT  0.99995954   -1 52 14.0
 FE0830;UTM  16      - 3,937,688.140   301,058.450   MT  1.00008774   -1 16 37.5
 FE0830
 FE0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0830!SPC TN       -   0.99998601  x   0.99995954  =   0.99994555
 FE0830!UTM  16      -   0.99998601  x   1.00008774  =   1.00007375
 FE0830
 FE0830                          SUPERSEDED SURVEY CONTROL
 FE0830
 FE0830  NAD 83(1995)-  35 33 46.49939(N)    089 11 42.38659(W) AD(       ) 2
 FE0830  NAD 83(1986)-  35 33 46.50532(N)    089 11 42.38483(W) AD(       ) 2
 FE0830  NAD 27      -  35 33 46.22520(N)    089 11 42.14230(W) AD(       ) 2
 FE0830  NGVD 29 (??/??/??)  117.099  (m)          384.18   (f) ADJUSTED    2 0
 FE0830
 FE0830.Superseded values are not recommended for survey control.
 FE0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0830.See file dsdata.txt to determine how the superseded data were derived.
 FE0830
 FE0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0105837688(NAD 83)
 FE0830_MARKER: DZ = AZIMUTH MARK DISK
 FE0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0830_STAMPING: LESTER 1959
 FE0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0830+STABILITY: SURFACE MOTION
 FE0830
 FE0830  HISTORY     - Date     Condition        Report By
 FE0830  HISTORY     - 1959     MONUMENTED       CGS
 FE0830  HISTORY     - 1959     GOOD             CGS
 FE0830  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0830
 FE0830                          STATION DESCRIPTION
 FE0830
 FE0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0830'THE AZIMUTH MARK IS SET OPPOSITE A FARMYARD DRIVEWAY, 22 FEET
 FE0830'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 6 FEET SOUTH OF A MAILBOX
 FE0830'AND 2 FEET NORTHEAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND IS
 FE0830'STAMPED LESTER 1959.
 FE0830'
 FE0830'TO REACH THE AZIMUTH MARK FROM THE E SIDE OF THE COURTHOUSE SQUARE IN
 FE0830'BROWNSVILLE, GO EAST ON U.S. HIGHWAY 70 FOR 0.6 MILE TO THE JUNCTION
 FE0830'WITH STATE HIGHWAY 76, TURN RIGHT ON HIGHWAY 76 AND GO SOUTH FOR 0.2
 FE0830'MILE TO A PAVED ROAD LEFT, TURN LEFT ON THE PAVED ROAD AND FOLLOW
 FE0830'IT FOR 3.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE0830
 FE0830                          STATION RECOVERY (1959)
 FE0830
 FE0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0830'9.3 MI SE FROM BROWNSVILLE.
 FE0830'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0830'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0830'MILES EAST ON A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0830'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0830'JUNCTION, THENCE 0.6 MILE NORTHWEST ON A PAVED ROAD, 58.6 FT.
 FE0830'SOUTH OF TELEPHONE POLE NO. 86, 53 FT. WEST-NORTHWEST OF THE
 FE0830'EAST GATE POST OF A PRIVATE DRIVE, 23 FT. WEST-NORTHWEST OF
 FE0830'THE CENTER OF A PAVED ROAD, 2 FT. EAST-NORTHEAST OF A FENCE,
 FE0830'2 FT. NORTH OF A WITNESS POST, A C AND GS AZIMUTH MARK DISK
 FE0830'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FE0830
 FE0830                          STATION RECOVERY (2002)
 FE0830
 FE0830'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0831 ***********************************************************************
 FE0831  DESIGNATION -  LESTER RM 1
 FE0831  PID         -  FE0831
 FE0831  STATE/COUNTY-  TN/HAYWOOD
 FE0831  USGS QUAD   -  SUNNYHILL (1983)
 FE0831
 FE0831                         *CURRENT SURVEY CONTROL
 FE0831  ___________________________________________________________________
 FE0831* NAD 83(1986)-  35 33 24.     (N)    089 11 15.     (W)     SCALED    
 FE0831* NAVD 88     -       119.124  (meters)     390.83   (feet)  ADJUSTED  
 FE0831  ___________________________________________________________________
 FE0831  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE0831  DYNAMIC HT  -         119.019 (meters)     390.48  (feet)  COMP
 FE0831  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE0831
 FE0831  VERT ORDER  -  SECOND    CLASS 0
 FE0831
 FE0831.The horizontal coordinates were scaled from a topographic map and have
 FE0831.an estimated accuracy of +/- 6 seconds.
 FE0831
 FE0831.The orthometric height was determined by differential leveling
 FE0831.and adjusted by the National Geodetic Survey in June 1991..
 FE0831
 FE0831.The geoid height was determined by GEOID03.
 FE0831
 FE0831.The dynamic height is computed by dividing the NAVD 88
 FE0831.geopotential number by the normal gravity value computed on the
 FE0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0831.degrees latitude (g = 980.6199 gals.).
 FE0831
 FE0831.The modeled gravity was interpolated from observed gravity values.
 FE0831
 FE0831;                    North         East    Units  Estimated Accuracy
 FE0831;SPC TN       -   140,430.      311,070.      MT  (+/- 180 meters Scaled)
 FE0831
 FE0831                          SUPERSEDED SURVEY CONTROL
 FE0831
 FE0831  NGVD 29 (??/??/??)  119.135  (m)          390.86   (f) ADJUSTED    2 0
 FE0831
 FE0831.Superseded values are not recommended for survey control.
 FE0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0831.See file dsdata.txt to determine how the superseded data were derived.
 FE0831
 FE0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE017369(NAD 83)
 FE0831_MARKER: DR = REFERENCE MARK DISK
 FE0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0831_STAMPING: LESTER NO 1 1959
 FE0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0831+STABILITY: SURFACE MOTION
 FE0831
 FE0831  HISTORY     - Date     Condition        Report By
 FE0831  HISTORY     - 1959     MONUMENTED       CGS
 FE0831  HISTORY     - 1959     GOOD             CGS
 FE0831
 FE0831                          STATION DESCRIPTION
 FE0831
 FE0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0831'8.8 MI SE FROM BROWNSVILLE.
 FE0831'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0831'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0831'MILES EAST ALONG A PAVED ROAD, THENCE 0.65 MILE NORTH ON A
 FE0831'PAVED ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY
 FE0831'TO A Y JUNCTION, THENCE 0.1 MILE EAST ON A GRAVELED ROAD,
 FE0831'THENCE 0.1 MILE NORTH ON A DIRT ROAD.  THE MARK IS 183.7 FEET
 FE0831'EAST-SOUTHEAST OF THE STATION MARK, 15 FEET WEST OF THE CENTER
 FE0831'OF A DIRT ROAD AND 6 FEET SOUTH OF A WITNESS POST.  THE MARK
 FE0831'IS SET IN A SQUARE CONCRETE POST, FLUSH WITH THE SURFACE OF THE
 FE0831'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0832 ***********************************************************************
 FE0832  DESIGNATION -  LESTER RM 2
 FE0832  PID         -  FE0832
 FE0832  STATE/COUNTY-  TN/HAYWOOD
 FE0832  USGS QUAD   -  SUNNYHILL (1983)
 FE0832
 FE0832                         *CURRENT SURVEY CONTROL
 FE0832  ___________________________________________________________________
 FE0832* NAD 83(1986)-  35 33 24.     (N)    089 11 16.     (W)     SCALED    
 FE0832* NAVD 88     -       119.207  (meters)     391.10   (feet)  ADJUSTED  
 FE0832  ___________________________________________________________________
 FE0832  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FE0832  DYNAMIC HT  -         119.101 (meters)     390.75  (feet)  COMP
 FE0832  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE0832
 FE0832  VERT ORDER  -  SECOND    CLASS 0
 FE0832
 FE0832.The horizontal coordinates were scaled from a topographic map and have
 FE0832.an estimated accuracy of +/- 6 seconds.
 FE0832
 FE0832.The orthometric height was determined by differential leveling
 FE0832.and adjusted by the National Geodetic Survey in June 1991..
 FE0832
 FE0832.The geoid height was determined by GEOID03.
 FE0832
 FE0832.The dynamic height is computed by dividing the NAVD 88
 FE0832.geopotential number by the normal gravity value computed on the
 FE0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0832.degrees latitude (g = 980.6199 gals.).
 FE0832
 FE0832.The modeled gravity was interpolated from observed gravity values.
 FE0832
 FE0832;                    North         East    Units  Estimated Accuracy
 FE0832;SPC TN       -   140,430.      311,040.      MT  (+/- 180 meters Scaled)
 FE0832
 FE0832                          SUPERSEDED SURVEY CONTROL
 FE0832
 FE0832  NGVD 29 (??/??/??)  119.218  (m)          391.13   (f) ADJUSTED    2 0
 FE0832
 FE0832.Superseded values are not recommended for survey control.
 FE0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0832.See file dsdata.txt to determine how the superseded data were derived.
 FE0832
 FE0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE017369(NAD 83)
 FE0832_MARKER: DR = REFERENCE MARK DISK
 FE0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0832_STAMPING: LESTER NO 2 1959
 FE0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0832+STABILITY: SURFACE MOTION
 FE0832
 FE0832  HISTORY     - Date     Condition        Report By
 FE0832  HISTORY     - 1959     MONUMENTED       CGS
 FE0832  HISTORY     - 1959     GOOD             CGS
 FE0832
 FE0832                          STATION DESCRIPTION
 FE0832
 FE0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0832'8.8 MI SE FROM BROWNSVILLE.
 FE0832'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE0832'THENCE 3.75 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 1.9
 FE0832'MILES EAST ALONG A PAVED ROAD, THENCE 0.65 MILE NORTH ON A PAVED
 FE0832'ROAD, THENCE ABOUT 1.7 MILES NORTHEAST ACROSS COUNTRY TO A Y
 FE0832'JUNCTION, THENCE 0.1 MILE EAST ON A GRAVELED ROAD, THENCE 0.1
 FE0832'MILE NORTH ON A DIRT ROAD.  THE MARK IS 236.0 FEET SOUTH-SOUTHEAST
 FE0832'OF THE STATION MARK, 7 FEET WEST OF FENCE CORNER AND 2 FEET
 FE0832'NORTHWEST OF A POWER LINE POLE.  THE MARK IS SET IN A SQUARE
 FE0832'CONCRETE POST, WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF
 FE0832'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3390 ***********************************************************************
 GA3390  DESIGNATION -  LEWIS
 GA3390  PID         -  GA3390
 GA3390  STATE/COUNTY-  TN/WASHINGTON
 GA3390  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA3390
 GA3390                         *CURRENT SURVEY CONTROL
 GA3390  ___________________________________________________________________
 GA3390* NAD 83(1995)-  36 24 01.67909(N)    082 36 16.94146(W)     ADJUSTED  
 GA3390* NAVD 88     -       618.7    (meters)    2030.     (feet)  VERTCON   
 GA3390  ___________________________________________________________________
 GA3390  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GA3390  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA3390
 GA3390  HORZ ORDER  -  SECOND
 GA3390
 GA3390.The horizontal coordinates were established by classical geodetic methods
 GA3390.and adjusted by the National Geodetic Survey in April 1999..
 GA3390
 GA3390.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3390
 GA3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3390
 GA3390.The geoid height was determined by GEOID03.
 GA3390
 GA3390;                    North         East     Units Scale Factor Converg.
 GA3390;SPC TN       -   234,633.728   904,515.037   MT  0.99999717   +1 59 15.9
 GA3390;SPC TN       -   769,794.16  2,967,563.08   sFT  0.99999717   +1 59 15.9
 GA3390;UTM  17      - 4,029,563.526   356,100.806   MT  0.99985513   -0 57 08.8
 GA3390
 GA3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3390!SPC TN       -   0.99990784  x   0.99999717  =   0.99990501
 GA3390!UTM  17      -   0.99990784  x   0.99985513  =   0.99976298
 GA3390
 GA3390|---------------------------------------------------------------------|
 GA3390| PID    Reference Object                     Distance      Geod. Az  |
 GA3390|                                                           dddmmss.s |
 GA3390| DB9582 LEWIS RM 1                            7.735 METERS 05741     |
 GA3390| DB9583 LEWIS RM 2                            7.495 METERS 24205     |
 GA3390| GA0937 H 97                                               2872729.6 |
 GA3390|---------------------------------------------------------------------|
 GA3390
 GA3390                          SUPERSEDED SURVEY CONTROL
 GA3390
 GA3390  NAD 83(1995)-  36 24 01.68132(N)    082 36 16.94376(W) AD(       ) 2
 GA3390  NAD 83(1995)-  36 24 01.69074(N)    082 36 16.95959(W) AD(       ) 2
 GA3390  NAD 83(1995)-  36 24 01.68441(N)    082 36 16.94376(W) AD(       ) 2
 GA3390  NAD 83(1986)-  36 24 01.68700(N)    082 36 16.94523(W) AD(       ) 2
 GA3390  NAD 27      -  36 24 01.32210(N)    082 36 17.39490(W) AD(       ) 2
 GA3390  NGVD 29 (07/19/86)  618.8    (m)         2030.     (f) VERT ANG       
 GA3390
 GA3390.Superseded values are not recommended for survey control.
 GA3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3390.See file dsdata.txt to determine how the superseded data were derived.
 GA3390
 GA3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5610129564(NAD 83)
 GA3390_MARKER: DE = TRAVERSE STATION DISK
 GA3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3390
 GA3390  HISTORY     - Date     Condition        Report By
 GA3390  HISTORY     - 1961     MONUMENTED       CGS
 GA3390
 GA3390                          STATION DESCRIPTION
 GA3390
 GA3390'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3390'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF FALL BRANCH AND 1
 GA3390'1/2 MILES NORTHEAST OF
 GA3390'HAWS CROSSROAD ON A HIGH HILL WHICH IS NOW IN PASTURE
 GA3390'LAND WITH A FEW SCATTERED
 GA3390'TREES.  MR.  U.  S.  LEWIS IS THE OWNER OF
 GA3390'THE PROPERTY.
 GA3390'
 GA3390'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 81 AND STATE
 GA3390'ROUTE 93 WHICH IS ABOUT
 GA3390'20 MILES NORTHEAST OF GREENEVILLE, GO NORTHEAST OF
 GA3390'BLACK TOP ROAD FOR 1.4 MILES TO A
 GA3390'FARM ROAD LEFT LEADING TO THE LEWIS
 GA3390'HOUSE, TURN LEFT INTO LANE, PASS IN FRONT OF GARAGE,
 GA3390'THROUGH WIRE GAP
 GA3390'AND TOWARD BARN, PASS BARN AND GO 0.05 MILE TO A WIRE FENCE, TURN
 GA3390'LEFT, ALONG FENCE
 GA3390'THROUGH A DRAW THEN UP HILL TO A GAP, PASS THROUGH
 GA3390'GAP AND GO ACROSS CULTIVATED FIELD
 GA3390'THEN ACROSS A HAY FIELD FOR 0.1
 GA3390'MILE TO TOP OF HILL AND STATION.
 GA3390'
 GA3390'STATION MARK IS 69 FEET NORTH OF A 18-INCH WALNUT TREE AND 2.4 FEET
 GA3390'SOUTHEAST OF S WIRE FENCE
 GA3390'AND WITNESS SIGN.  THE MARK IS A STANDARD TRAVERSE
 GA3390'DISK, FLUSH, AND IS STAMPED LEWIS
 GA3390'1961.
 GA3390'
 GA3390'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHEAST OF A WIRE FENCE.  THE MARK
 GA3390'IS A STANDARD DISK,
 GA3390'FLUSH, AND IS STAMPED LEWIS NO 1 1961.
 GA3390'
 GA3390'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHEAST OF A WIRE FENCE.  THE MARK
 GA3390'IS A STANDARD DISK,
 GA3390'FLUSH, AND IS STAMPED LEWIS NO 2 1961.
 GA3390'
 GA3390'AZIMUTH MARK IS 58 FEET NORTH OF A POWER LINE POLE, 40 FEET EAST OF
 GA3390'THE CENTER OF A BLACK TOP
 GA3390'ROAD AND 19.2 FEET EAST OF A WITNESS SIGN.  THE MARK
 GA3390'IS A STANDARD BENCH MARK DISK
 GA3390'CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA3390'BEDROCK, WHICH PROJECTS 4-INCHES AND IS STAMPED
 GA3390'H 97 1935.
 GA3390'
 GA3390'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 81 AND
 GA3390'STATE ROUTE 93, GO NORTH
 GA3390'ON STATE ROUTE 81 FOR 1.6 MILES TO THE MARK ON THE
 GA3390'RIGHT.
 GA3390'
 GA3390'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1463 ***********************************************************************
 FD1463  DESIGNATION -  LEWISBURG
 FD1463  PID         -  FD1463
 FD1463  STATE/COUNTY-  TN/MARSHALL
 FD1463  USGS QUAD   -  LEWISBURG (1981)
 FD1463
 FD1463                         *CURRENT SURVEY CONTROL
 FD1463  ___________________________________________________________________
 FD1463* NAD 83(1995)-  35 26 52.99004(N)    086 48 01.45204(W)     ADJUSTED  
 FD1463* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 FD1463  ___________________________________________________________________
 FD1463  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FD1463  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD1463
 FD1463  HORZ ORDER  -  THIRD
 FD1463
 FD1463.The horizontal coordinates were established by classical geodetic methods
 FD1463.and adjusted by the National Geodetic Survey in April 1999..
 FD1463
 FD1463.The orthometric height was scaled from a topographic map.
 FD1463
 FD1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1463
 FD1463.The geoid height was determined by GEOID03.
 FD1463
 FD1463;                    North         East     Units Scale Factor Converg.
 FD1463;SPC TN       -   123,974.701   527,336.087   MT  0.99997096   -0 28 06.9
 FD1463;SPC TN       -   406,740.33  1,730,101.81   sFT  0.99997096   -0 28 06.9
 FD1463;UTM  16      - 3,922,750.554   518,113.699   MT  0.99960404   +0 06 56.7
 FD1463
 FD1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1463!SPC TN       -   0.99996465  x   0.99997096  =   0.99993561
 FD1463!UTM  16      -   0.99996465  x   0.99960404  =   0.99956870
 FD1463
 FD1463:                Primary Azimuth Mark                     Grid Az
 FD1463:SPC TN       -  LEWISBURG MUNICIPAL TANK                 065 09 51.2
 FD1463:UTM  16      -  LEWISBURG MUNICIPAL TANK                 064 34 47.6
 FD1463
 FD1463|---------------------------------------------------------------------|
 FD1463| PID    Reference Object                     Distance      Geod. Az  |
 FD1463|                                                           dddmmss.s |
 FD1463| FD1462 LEWISBURG MUNICIPAL TANK            APPROX. 0.8 KM 0644144.3 |
 FD1463| CG6767 LEWISBURG AZ MK                                    0903528.3 |
 FD1463| CG6768 LEWISBURG RM 1                       45.543 METERS 18040     |
 FD1463| CG6769 LEWISBURG RM 2                       44.178 METERS 27506     |
 FD1463|---------------------------------------------------------------------|
 FD1463
 FD1463                          SUPERSEDED SURVEY CONTROL
 FD1463
 FD1463  NAD 83(1995)-  35 26 52.99368(N)    086 48 01.45335(W) AD(       ) 3
 FD1463  NAD 83(1995)-  35 26 52.99444(N)    086 48 01.45384(W) AD(       ) 3
 FD1463  NAD 83(1986)-  35 26 53.00039(N)    086 48 01.45250(W) AD(       ) 3
 FD1463  NAD 27      -  35 26 52.73400(N)    086 48 01.45400(W) AD(       ) 3
 FD1463
 FD1463.Superseded values are not recommended for survey control.
 FD1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1463.See file dsdata.txt to determine how the superseded data were derived.
 FD1463
 FD1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1811422751(NAD 83)
 FD1463_MARKER: DS = TRIANGULATION STATION DISK
 FD1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1463
 FD1463  HISTORY     - Date     Condition        Report By
 FD1463  HISTORY     - 1934     MONUMENTED       CGS
 FD1463  HISTORY     - 1962     MARK NOT FOUND   CGS
 FD1463  HISTORY     - 1966     MARK NOT FOUND   TVA
 FD1463  HISTORY     - 1972     MARK NOT FOUND   NGS
 FD1463
 FD1463                          STATION DESCRIPTION
 FD1463
 FD1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1463'AT LEWISBURG, ON PROPERTY OWNED BY W D FOX AND RENTED BY J O SAVAGE.
 FD1463'TO REACH FROM
 FD1463'COURTHOUSE, GO SOUTH 0.15 MILE ON STATE ROUTE 11, TURN
 FD1463'RIGHT AROUND LAMBERT AND LUSBY
 FD1463'LUMBER CO OFFICE AND CONTINUE 0.6 MILE
 FD1463'TO TOP OF GRADE AND FENCE ON SOUTH SIDE OF
 FD1463'ROAD.  STATION IS IN
 FD1463'NORTHEAST CORNER OF CULTIVATED FIELD SURROUNDED BY THIS
 FD1463'FENCE, 21 FEET
 FD1463'SOUTH OF CENTER LINE OF ROAD, 6 FEET SOUTHWEST OF NORTHEAST
 FD1463'CORNER POST OF FENCE,
 FD1463'AND ABOUT 150 YARDS NORTHEAST OF SAVAGES
 FD1463'HOUSE.  SURFACE AND UNDERGROUND MARKS
 FD1463'ARE STANDARD STATION DISKS IN
 FD1463'CONCRETE.  REFERENCE AND AZIMUTH MARKS
 FD1463'ARE STANDARD
 FD1463'REFERENCE DISKS SET IN CONCRETE.  NO 1 IS INSIDE FIELD, 1.5
 FD1463'FEET WEST OF
 FD1463'FENCE, ABOUT 35 FEET NORTH OF PATH LEADING TO SAVAGES
 FD1463'HOUSE, AND 149.42 FEET FROM
 FD1463'STATION S 0 DEG 40 MIN W.  NO 2 IS
 FD1463'2 FEET SOUTH OF WIRE FENCE, IN LINE WITH
 FD1463'NORTH-AND-SOUTH FENCE
 FD1463'BETWEEN FIELD AND SAVAGES YARD, AND 144.94 FEET FROM
 FD1463'STATION IN
 FD1463'N 84 DEG 54 MIN W.  AZIMUTH MARK IS 18 FEET NORTH OF CENTER LINE
 FD1463'OF ROAD, ABOUT 6
 FD1463'FEET FROM CORNER POST OF FENCE, ABOUT 40 FEET WEST
 FD1463'OF CURVE IN ROAD, AND 0.15 MILE
 FD1463'FROM STATION S 89 DEG 24 MIN E.
 FD1463'FOLLOWING DISTANCES AND BEARINGS ARE
 FD1463'FROM STATION-
 FD1463'LEWISBURG, MUNICIPAL WATER TANK (BLACK), 0.5 MILE, N 64 DEG 42 MIN E.
 FD1463'AND CHASE
 FD1463'ADAMS HOME, RED BRICK SPIRE, 1.0 MILE, N 82 DEG 58 MIN E.
 FD1463
 FD1463                          STATION RECOVERY (1962)
 FD1463
 FD1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1463'A COMPLETE AND EXTENDED SEARCH WAS MADE TO RECOVER THE STATION, BUT
 FD1463'ONLY REFERENCE MARK NO. 1 COULD BE FOUND.  THE ORIGINAL STATION SITE
 FD1463'IS NOW IN A HOUSING PROJECT AND WOULD FALL IN THE BACK LAWN OF A
 FD1463'HOME.  THE PRESENT OWNER DOES NOT EVER REMEMBER OF EVER SEEING ANY
 FD1463'MARKS AT THE DISTANCE AND AZIMUTH DIRECTION GIVEN FROM REFERENCE
 FD1463'MARK NO. 1.  HE DOES RECALL THAT EXTENSIVE GRADING WAS DONE IN THE
 FD1463'AREA AND THOUGHT THE STATION AND REFERENCE MARK NO. 2 WERE
 FD1463'DESTROYED AT THIS TIME.  A METAL ROD WAS DRIVEN INTO THE GROUND
 FD1463'AT THE MEASURED DISTANCE AND AZIMUTH DIRECTION FROM REFERENCE
 FD1463'MARK NO. 1 IN A CONSIDERABLE SIZED AREA AT ABOUT 8 INCH
 FD1463'INTERVALS IN AN ATTEMPT TO FIND THE UNDERGROUND STATION MARK, BUT
 FD1463'WITHOUT RESULTS.  AN EXTENSIVE SEARCH WAS MADE FOR THE AZIMUTH MARK,
 FD1463'BUT IT COULD NOT BE FOUND AND IS THOUGHT LOST FOR THE SAME REASONS AS
 FD1463'GIVEN ABOVE.
 FD1463'
 FD1463'REFERENCE MARK NO. 1 WAS NOT DISTURBED IN ANY WAY.
 FD1463
 FD1463                          STATION RECOVERY (1966)
 FD1463
 FD1463'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1966 (VTM)
 FD1463'LEWISBURG SEARCHED FOR BUT NOT RECOVERED.  REPORTED TO HAVE BEEN
 FD1463'DESTROYED.
 FD1463'
 FD1463'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEWISBURG.
 FD1463
 FD1463                          STATION RECOVERY (1972)
 FD1463
 FD1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FD1463'A THOROUGH AND EXTENDED SEARCH WAS MADE FOR ALL MARKS AT THIS
 FD1463'STATION, BUT ONLY REFERENCE MARK NO. 1 WAS FOUND, AND THERE IS NO
 FD1463'WAY TO VERIFY ITS POSITION.  THIS AREA IS NOW IN A HOUSING
 FD1463'DEVELOPEMENT AND THE OLD SITE WOULD NOW FALL IN THE BACK YARD OF A
 FD1463'HOME.  THE PRESENT LANDOWNER HAS NEVER SEEN ANY OF THE OLD MARKS,
 FD1463'AND THE REFERENCE MARK NO. 1 IS ON A DIFFERENT PROPERTY.  A LOCAL
 FD1463'RESIDENT STATED THAT PRIOR TO THE HOUSING DEVELOPEMENT, THE
 FD1463'CITY OF LEWISBURG DID CONSIDERABLE GRADING IN THE AREA FOR THE
 FD1463'CONSTRUCTION OF A STANDPIPE.  AN EXTENDED SEARCH TO A DEPTH OF
 FD1463'APPROXIMATELY FOUR FEET WAS MADE TO LOCATE THE SUB-SURFACE MARK,
 FD1463'BUT WITH NO RESULTS.  THE REFERENCE MARK NO. 1 WAS IN NO WAY
 FD1463'DISTURBED AND AT SOME TIME IN THE FUTURE ANOTHER ATTEMPT WILL BE
 FD1463'MADE.  HOWEVER, IT IS THOUGHT THAT ALL OTHER MARKS FOR THE STATION
 FD1463'HAVE BEEN COMPLETELY DESTROYED.
 FD1463'
 FD1463'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEWISBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1462 ***********************************************************************
 FD1462  DESIGNATION -  LEWISBURG MUNICIPAL TANK
 FD1462  PID         -  FD1462
 FD1462  STATE/COUNTY-  TN/MARSHALL
 FD1462  USGS QUAD   -  LEWISBURG (1981)
 FD1462
 FD1462                         *CURRENT SURVEY CONTROL
 FD1462  ___________________________________________________________________
 FD1462* NAD 83(1995)-  35 27 03.58528(N)    086 47 34.06227(W)     ADJUSTED  
 FD1462* NAVD 88     -                                                        
 FD1462  ___________________________________________________________________
 FD1462  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FD1462  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD1462
 FD1462  HORZ ORDER  -  THIRD
 FD1462
 FD1462.The horizontal coordinates were established by classical geodetic methods
 FD1462.and adjusted by the National Geodetic Survey in April 1999..
 FD1462
 FD1462
 FD1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1462
 FD1462.The geoid height was determined by GEOID03.
 FD1462
 FD1462;                    North         East     Units Scale Factor Converg.
 FD1462;SPC TN       -   124,295.595   528,029.427   MT  0.99997062   -0 27 50.9
 FD1462;SPC TN       -   407,793.13  1,732,376.55   sFT  0.99997062   -0 27 50.9
 FD1462;UTM  16      - 3,923,078.382   518,803.477   MT  0.99960436   +0 07 12.6
 FD1462
 FD1462                          SUPERSEDED SURVEY CONTROL
 FD1462
 FD1462  NAD 83(1995)-  35 27 03.58898(N)    086 47 34.06356(W) AD(       ) 4
 FD1462  NAD 83(1995)-  35 27 03.58972(N)    086 47 34.06394(W) AD(       ) 4
 FD1462  NAD 83(1986)-  35 27 03.59575(N)    086 47 34.06262(W) AD(       ) 4
 FD1462  NAD 27      -  35 27 03.33000(N)    086 47 34.06500(W) AD(       ) 3
 FD1462
 FD1462.Superseded values are not recommended for survey control.
 FD1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1462.See file dsdata.txt to determine how the superseded data were derived.
 FD1462
 FD1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1880323078(NAD 83)
 FD1462_MARKER: 51 = TANK
 FD1462
 FD1462  HISTORY     - Date     Condition        Report By
 FD1462  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1462
 FD1462                          STATION DESCRIPTION
 FD1462
 FD1462'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2222 ***********************************************************************
 FE2222  DESIGNATION -  LEXINGTON TANK
 FE2222  PID         -  FE2222
 FE2222  STATE/COUNTY-  TN/HENDERSON
 FE2222  USGS QUAD   -  LEXINGTON (1992)
 FE2222
 FE2222                         *CURRENT SURVEY CONTROL
 FE2222  ___________________________________________________________________
 FE2222* NAD 83(1995)-  35 38 39.97496(N)    088 23 38.54676(W)     ADJUSTED  
 FE2222* NAVD 88     -                                                        
 FE2222  ___________________________________________________________________
 FE2222  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FE2222  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2222
 FE2222  HORZ ORDER  -  THIRD
 FE2222
 FE2222.The horizontal coordinates were established by classical geodetic methods
 FE2222.and adjusted by the National Geodetic Survey in April 1999..
 FE2222
 FE2222
 FE2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2222
 FE2222.The geoid height was determined by GEOID03.
 FE2222
 FE2222;                    North         East     Units Scale Factor Converg.
 FE2222;SPC TN       -   148,117.394   383,211.297   MT  0.99995385   -1 24 05.6
 FE2222;SPC TN       -   485,948.48  1,257,252.40   sFT  0.99995385   -1 24 05.6
 FE2222;UTM  16      - 3,945,407.376   373,792.822   MT  0.99979628   -0 48 45.0
 FE2222
 FE2222                          SUPERSEDED SURVEY CONTROL
 FE2222
 FE2222  NAD 83(1995)-  35 38 39.97908(N)    088 23 38.55448(W) AD(       ) 4
 FE2222  NAD 83(1986)-  35 38 39.98600(N)    088 23 38.54830(W) AD(       ) 4
 FE2222  NAD 27      -  35 38 39.73200(N)    088 23 38.37100(W) AD(       ) 3
 FE2222
 FE2222.Superseded values are not recommended for survey control.
 FE2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2222.See file dsdata.txt to determine how the superseded data were derived.
 FE2222
 FE2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7379345407(NAD 83)
 FE2222_MARKER: 53 = ELEVATED TANK
 FE2222
 FE2222  HISTORY     - Date     Condition        Report By
 FE2222  HISTORY     - 1934     FIRST OBSERVED   CGS
 FE2222  HISTORY     - 1957     GOOD             CGS
 FE2222
 FE2222                          STATION DESCRIPTION
 FE2222
 FE2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 FE2222'INTERSECTION STATION RECOVERED WAS ELEVATED WATER TANK ABOUT 250 FEET
 FE2222'SOUTHEAST OF INTERSECTION OF MAPLE AND STANFORD STREETS IN
 FE2222'SOUTHEAST SECTION OF LEXINGTON. TANK IS ABOUT 100 FEET HIGH,
 FE2222'SUPPORTED BY FOUR STEEL LEGS AND PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2533 ***********************************************************************
 GA2533  DESIGNATION -  LHT
 GA2533  PID         -  GA2533
 GA2533  STATE/COUNTY-  TN/UNION
 GA2533  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2533
 GA2533                         *CURRENT SURVEY CONTROL
 GA2533  ___________________________________________________________________
 GA2533* NAD 83(1986)-  36 16 16.     (N)    083 46 08.     (W)     SCALED    
 GA2533* NAVD 88     -       462.780  (meters)    1518.30   (feet)  ADJUSTED  
 GA2533  ___________________________________________________________________
 GA2533  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2533  DYNAMIC HT  -         462.351 (meters)    1516.90  (feet)  COMP
 GA2533  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 GA2533
 GA2533  VERT ORDER  -  SECOND    CLASS 0
 GA2533
 GA2533.The horizontal coordinates were scaled from a topographic map and have
 GA2533.an estimated accuracy of +/- 6 seconds.
 GA2533
 GA2533.The orthometric height was determined by differential leveling
 GA2533.and adjusted by the National Geodetic Survey in June 1991..
 GA2533
 GA2533.The geoid height was determined by GEOID03.
 GA2533
 GA2533.The dynamic height is computed by dividing the NAVD 88
 GA2533.geopotential number by the normal gravity value computed on the
 GA2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2533.degrees latitude (g = 980.6199 gals.).
 GA2533
 GA2533.The modeled gravity was interpolated from observed gravity values.
 GA2533
 GA2533;                    North         East    Units  Estimated Accuracy
 GA2533;SPC TN       -   217,280.      800,450.      MT  (+/- 180 meters Scaled)
 GA2533
 GA2533                          SUPERSEDED SURVEY CONTROL
 GA2533
 GA2533  NGVD 29 (??/??/??)  462.92   (m)         1518.8    (f) RESET       3  
 GA2533
 GA2533.Superseded values are not recommended for survey control.
 GA2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2533.See file dsdata.txt to determine how the superseded data were derived.
 GA2533
 GA2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA512175(NAD 83)
 GA2533_MARKER: Z = SEE DESCRIPTION
 GA2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2533_STAMPING: LHT 1690 1940
 GA2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2533+STABILITY: SURFACE MOTION
 GA2533
 GA2533  HISTORY     - Date     Condition        Report By
 GA2533  HISTORY     - 1946     MONUMENTED       TVA
 GA2533  HISTORY     - 1964     GOOD             TNHD
 GA2533
 GA2533                          STATION DESCRIPTION
 GA2533
 GA2533'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2533'2 MI NE FROM MAYNARDVILLE.
 GA2533'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2533'33 FOR 2.1 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 55 FEET
 GA2533'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 37 FEET
 GA2533'EAST OF A 15-INCH TULIP POPLAR TREE, 4 FEET NORTHWEST OF A
 GA2533'BARBED-WIRE FENCE AND 0.7 FEET NORTHWEST OF A METAL WITNESS POST
 GA2533'WITH SIGN.  THE MARK IS A TENNESSEE VALLEY AUTHORITY SURVEY MARKER
 GA2533'SET IN A 6-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0645 ***********************************************************************
 FC0645  DESIGNATION -  LHT 1081
 FC0645  PID         -  FC0645
 FC0645  STATE/COUNTY-  TN/ROANE
 FC0645  USGS QUAD   -  CARDIFF (1990)
 FC0645
 FC0645                         *CURRENT SURVEY CONTROL
 FC0645  ___________________________________________________________________
 FC0645* NAD 83(1986)-  35 53 24.     (N)    084 38 38.     (W)     SCALED    
 FC0645* NAVD 88     -       250.126  (meters)     820.62   (feet)  ADJUSTED  
 FC0645  ___________________________________________________________________
 FC0645  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC0645  DYNAMIC HT  -         249.895 (meters)     819.86  (feet)  COMP
 FC0645  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 FC0645
 FC0645  VERT ORDER  -  FIRST     CLASS II
 FC0645
 FC0645.The horizontal coordinates were scaled from a topographic map and have
 FC0645.an estimated accuracy of +/- 6 seconds.
 FC0645
 FC0645.The orthometric height was determined by differential leveling
 FC0645.and adjusted by the National Geodetic Survey in June 1991..
 FC0645
 FC0645.The geoid height was determined by GEOID03.
 FC0645
 FC0645.The dynamic height is computed by dividing the NAVD 88
 FC0645.geopotential number by the normal gravity value computed on the
 FC0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0645.degrees latitude (g = 980.6199 gals.).
 FC0645
 FC0645.The modeled gravity was interpolated from observed gravity values.
 FC0645
 FC0645;                    North         East    Units  Estimated Accuracy
 FC0645;SPC TN       -   173,560.      722,430.      MT  (+/- 180 meters Scaled)
 FC0645
 FC0645                          SUPERSEDED SURVEY CONTROL
 FC0645
 FC0645  NGVD 29 (??/??/92)  250.237  (m)          820.99   (f) ADJ UNCH    1 2
 FC0645
 FC0645.Superseded values are not recommended for survey control.
 FC0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0645.See file dsdata.txt to determine how the superseded data were derived.
 FC0645
 FC0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE126743(NAD 83)
 FC0645_MARKER: DD = SURVEY DISK
 FC0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0645_STAMPING: LHT 1081 1939
 FC0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0645+STABILITY: SURFACE MOTION
 FC0645
 FC0645  HISTORY     - Date     Condition        Report By
 FC0645  HISTORY     - 1939     MONUMENTED       TVA
 FC0645  HISTORY     - 1950     GOOD             NGS
 FC0645
 FC0645                          STATION DESCRIPTION
 FC0645
 FC0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0645'3 MI NE FROM ROCKWOOD.
 FC0645'3.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0645'AT ROCKWOOD, ABOUT 0.2 MILE NORTHEAST OF A NARROW OVERPASS OF THE
 FC0645'RAILWAY OVER A BLACK TOP ROAD, 45 FEET NORTHWEST OF THE NORTHWEST
 FC0645'RAIL OF THE SOU. RY., 23.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FC0645'OF THE TENNESSEE CENTRAL RAILROAD, 3 FEET SOUTHEAST OF A FENCE
 FC0645'LINE BETWEEN THE TWO RAILROADS, 15.5 FEET SOUTHWEST OF THE
 FC0645'SOUTHWEST GATE POST OF A GATE IN FENCE LINE, 51 FEET
 FC0645'WEST-NORTHWEST OF THE CENTER OF A FIELD ROAD CROSSING AND
 FC0645'SOUTHERN RAILWAY, 31.5 FEET SOUTH OF THE CENTER OF THE FIELD
 FC0645'ROAD CROSSING AND THE TENNESSEE CENTRAL RAILROAD, 1/2 FOOT
 FC0645'EAST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE SOU. RY.,
 FC0645'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0643 ***********************************************************************
 FC0643  DESIGNATION -  LHT 1082
 FC0643  PID         -  FC0643
 FC0643  STATE/COUNTY-  TN/ROANE
 FC0643  USGS QUAD   -  HARRIMAN (1980)
 FC0643
 FC0643                         *CURRENT SURVEY CONTROL
 FC0643  ___________________________________________________________________
 FC0643* NAD 83(1986)-  35 53 42.     (N)    084 37 19.     (W)     SCALED    
 FC0643* NAVD 88     -       243.144  (meters)     797.71   (feet)  ADJUSTED  
 FC0643  ___________________________________________________________________
 FC0643  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0643  DYNAMIC HT  -         242.920 (meters)     796.98  (feet)  COMP
 FC0643  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 FC0643
 FC0643  VERT ORDER  -  FIRST     CLASS II
 FC0643
 FC0643.The horizontal coordinates were scaled from a topographic map and have
 FC0643.an estimated accuracy of +/- 6 seconds.
 FC0643
 FC0643.The orthometric height was determined by differential leveling
 FC0643.and adjusted by the National Geodetic Survey in June 1991..
 FC0643
 FC0643.The geoid height was determined by GEOID03.
 FC0643
 FC0643.The dynamic height is computed by dividing the NAVD 88
 FC0643.geopotential number by the normal gravity value computed on the
 FC0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0643.degrees latitude (g = 980.6199 gals.).
 FC0643
 FC0643.The modeled gravity was interpolated from observed gravity values.
 FC0643
 FC0643;                    North         East    Units  Estimated Accuracy
 FC0643;SPC TN       -   174,140.      724,410.      MT  (+/- 180 meters Scaled)
 FC0643
 FC0643                          SUPERSEDED SURVEY CONTROL
 FC0643
 FC0643  NGVD 29 (??/??/92)  243.256  (m)          798.08   (f) ADJ UNCH    1 2
 FC0643
 FC0643.Superseded values are not recommended for survey control.
 FC0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0643.See file dsdata.txt to determine how the superseded data were derived.
 FC0643
 FC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE146749(NAD 83)
 FC0643_MARKER: DD = SURVEY DISK
 FC0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0643_STAMPING: LHT 1082 1939
 FC0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0643+STABILITY: SURFACE MOTION
 FC0643
 FC0643  HISTORY     - Date     Condition        Report By
 FC0643  HISTORY     - 1939     MONUMENTED       TVA
 FC0643  HISTORY     - 1950     GOOD             NGS
 FC0643
 FC0643                          STATION DESCRIPTION
 FC0643
 FC0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0643'4.3 MI NE FROM ROCKWOOD.
 FC0643'4.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0643'AT ROCKWOOD, ABOUT 0.5 MILE NORTHEAST OF THE STATION SIGN AT
 FC0643'CARDIFF, ABOUT 2.9 MILES SOUTHWEST OF THE STATION AT EMORY GAP,
 FC0643'AT A PRIVATE FIELD ROAD CROSSING, 44 FEET SOUTHEAST OF THE
 FC0643'SOUTHEAST RAIL, 4 FEET NORTHWEST OF A FENCE LINE, 3.5 FEET
 FC0643'SOUTHEAST OF A TELEPHONE POLE, 47 FEET SOUTHEAST OF THE CENTER
 FC0643'OF THE CROSSING, 10 FEET NORTHEAST OF THE CENTER LINE OF THE FIELD
 FC0643'ROAD, 1/2 FOOT SOUTHEAST OF A T.V.A. STEEL WITNESS POST, 1 FOOT
 FC0643'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0643'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0774 ***********************************************************************
 FC0774  DESIGNATION -  LHT 1192
 FC0774  PID         -  FC0774
 FC0774  STATE/COUNTY-  TN/MEIGS
 FC0774  USGS QUAD   -  TRANQUILLITY (1990)
 FC0774
 FC0774                         *CURRENT SURVEY CONTROL
 FC0774  ___________________________________________________________________
 FC0774* NAD 83(1986)-  35 36 25.     (N)    084 40 32.     (W)     SCALED    
 FC0774* NAVD 88     -       230.218  (meters)     755.31   (feet)  ADJUSTED  
 FC0774  ___________________________________________________________________
 FC0774  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FC0774  DYNAMIC HT  -         229.998 (meters)     754.59  (feet)  COMP
 FC0774  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 FC0774
 FC0774  VERT ORDER  -  FIRST     CLASS II
 FC0774
 FC0774.The horizontal coordinates were scaled from a topographic map and have
 FC0774.an estimated accuracy of +/- 6 seconds.
 FC0774
 FC0774.The orthometric height was determined by differential leveling
 FC0774.and adjusted by the National Geodetic Survey in June 1991..
 FC0774
 FC0774.The geoid height was determined by GEOID03.
 FC0774
 FC0774.The dynamic height is computed by dividing the NAVD 88
 FC0774.geopotential number by the normal gravity value computed on the
 FC0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0774.degrees latitude (g = 980.6199 gals.).
 FC0774
 FC0774.The modeled gravity was interpolated from observed gravity values.
 FC0774
 FC0774;                    North         East    Units  Estimated Accuracy
 FC0774;SPC TN       -   142,120.      720,000.      MT  (+/- 180 meters Scaled)
 FC0774
 FC0774                          SUPERSEDED SURVEY CONTROL
 FC0774
 FC0774  NGVD 29 (??/??/92)  230.300  (m)          755.58   (f) ADJ UNCH    1 2
 FC0774
 FC0774.Superseded values are not recommended for survey control.
 FC0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0774.See file dsdata.txt to determine how the superseded data were derived.
 FC0774
 FC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE105428(NAD 83)
 FC0774_MARKER: DD = SURVEY DISK
 FC0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0774_STAMPING: LHT 1192 1939
 FC0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0774+STABILITY: SURFACE MOTION
 FC0774
 FC0774  HISTORY     - Date     Condition        Report By
 FC0774  HISTORY     - 1939     MONUMENTED       TVA
 FC0774  HISTORY     - 1950     GOOD             NGS
 FC0774
 FC0774                          STATION DESCRIPTION
 FC0774
 FC0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0774'5.2 MI E FROM PEAKLAND.
 FC0774'5.25 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0774'PEAKLAND, ABOUT 0.9 MILE EAST OF CENTER POINT CROSSROAD, ABOUT
 FC0774'0.4 MILE NORTHWEST OF THE ROAD JUNCTION AT BOGGE CROSSROAD, 80
 FC0774'YARDS NORTHWEST OF THE NORTHWEST END OF A STEEL BRIDGE OVER
 FC0774'BIG SEWEE CREEK, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 FC0774'HIGHWAY, 36.5 FEET WEST OF THE WEST CORNER OF THE PORCH OF A FARM
 FC0774'HOUSE, 25 FEET WEST OF THE CENTER OF A WELL, 18.5 FEET EAST OF
 FC0774'THE NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY, ABOUT
 FC0774'1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0774'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0777 ***********************************************************************
 FC0777  DESIGNATION -  LHT 1193
 FC0777  PID         -  FC0777
 FC0777  STATE/COUNTY-  TN/MEIGS
 FC0777  USGS QUAD   -  TRANQUILLITY (1990)
 FC0777
 FC0777                         *CURRENT SURVEY CONTROL
 FC0777  ___________________________________________________________________
 FC0777* NAD 83(1986)-  35 36 28.     (N)    084 39 31.     (W)     SCALED    
 FC0777* NAVD 88     -       249.191  (meters)     817.55   (feet)  ADJUSTED  
 FC0777  ___________________________________________________________________
 FC0777  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0777  DYNAMIC HT  -         248.951 (meters)     816.77  (feet)  COMP
 FC0777  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 FC0777
 FC0777  VERT ORDER  -  FIRST     CLASS II
 FC0777
 FC0777.The horizontal coordinates were scaled from a topographic map and have
 FC0777.an estimated accuracy of +/- 6 seconds.
 FC0777
 FC0777.The orthometric height was determined by differential leveling
 FC0777.and adjusted by the National Geodetic Survey in June 1991..
 FC0777
 FC0777.The geoid height was determined by GEOID03.
 FC0777
 FC0777.The dynamic height is computed by dividing the NAVD 88
 FC0777.geopotential number by the normal gravity value computed on the
 FC0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0777.degrees latitude (g = 980.6199 gals.).
 FC0777
 FC0777.The modeled gravity was interpolated from observed gravity values.
 FC0777
 FC0777;                    North         East    Units  Estimated Accuracy
 FC0777;SPC TN       -   142,230.      721,530.      MT  (+/- 180 meters Scaled)
 FC0777
 FC0777                          SUPERSEDED SURVEY CONTROL
 FC0777
 FC0777  NGVD 29 (??/??/92)  249.271  (m)          817.82   (f) ADJ UNCH    1 2
 FC0777
 FC0777.Superseded values are not recommended for survey control.
 FC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0777.See file dsdata.txt to determine how the superseded data were derived.
 FC0777
 FC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE120429(NAD 83)
 FC0777_MARKER: DD = SURVEY DISK
 FC0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0777_STAMPING: LHT 1193 1939
 FC0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0777+STABILITY: SURFACE MOTION
 FC0777
 FC0777  HISTORY     - Date     Condition        Report By
 FC0777  HISTORY     - 1939     MONUMENTED       TVA
 FC0777  HISTORY     - 1950     GOOD             NGS
 FC0777
 FC0777                          STATION DESCRIPTION
 FC0777
 FC0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0777'6.6 MI E FROM PEAKLAND.
 FC0777'6.6 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 FC0777'AT PEAKLAND, ABOUT 0.2 MILE WEST OF THE MC MINN-MEIGS COUNTY LINE,
 FC0777'ABOUT 0.75 MILE WEST OF THE JUNCTION OF A ROAD SOUTH TO SEWEE
 FC0777'CHURCH, 231 FEET EAST OF THE CENTER OF THE JUNCTION OF A ROAD NORTH,
 FC0777'20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF
 FC0777'THE SOUTH END OF AN 18-INCH CORRUGATED PIPE CULVERT UNDER HIGHWAY,
 FC0777'NEAR THE WEST END OF A 3-FOOT CUT, 1 FOOT NORTH OF A T.V.A STEEL
 FC0777'WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP
 FC0777'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2015 ***********************************************************************
 FB2015  DESIGNATION -  LHT 1364
 FB2015  PID         -  FB2015
 FB2015  STATE/COUNTY-  TN/BLOUNT
 FB2015  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2015
 FB2015                         *CURRENT SURVEY CONTROL
 FB2015  ___________________________________________________________________
 FB2015* NAD 83(1986)-  35 39 07.     (N)    083 58 30.     (W)     SCALED    
 FB2015* NAVD 88     -       319.17   (+/-2cm)    1047.1    (feet)  VERTCON   
 FB2015  ___________________________________________________________________
 FB2015  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB2015
 FB2015  VERT ORDER  -  ? (See Below)
 FB2015
 FB2015.The horizontal coordinates were scaled from a topographic map and have
 FB2015.an estimated accuracy of +/- 6 seconds.
 FB2015
 FB2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2015.The vertical order pertains to the NGVD 29 superseded value.
 FB2015
 FB2015.The geoid height was determined by GEOID03.
 FB2015
 FB2015;                    North         East    Units  Estimated Accuracy
 FB2015;SPC TN       -   148,200.      783,360.      MT  (+/- 180 meters Scaled)
 FB2015
 FB2015                          SUPERSEDED SURVEY CONTROL
 FB2015
 FB2015  NGVD 29 (??/??/92)  319.282  (m)         1047.51   (f) ADJ UNCH    ?  
 FB2015
 FB2015.Superseded values are not recommended for survey control.
 FB2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2015.See file dsdata.txt to determine how the superseded data were derived.
 FB2015
 FB2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV306494(NAD 83)
 FB2015_MARKER: DD = SURVEY DISK
 FB2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2015_STAMPING: LHT 1364 1939
 FB2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2015+STABILITY: SURFACE MOTION
 FB2015
 FB2015  HISTORY     - Date     Condition        Report By
 FB2015  HISTORY     - 1939     MONUMENTED       TVA
 FB2015  HISTORY     - 1935     GOOD             NGS
 FB2015
 FB2015                          STATION DESCRIPTION
 FB2015
 FB2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB2015'7.5 MI S FROM MARYVILLE.
 FB2015'7.5 MILES SOUTH (AIR LINE) FROM MARYVILLE, 1.0 MILE SOUTHWEST
 FB2015'ALONG OLD PINEY ROAD FROM THE POST OFFICE AT SIXMILE, 200 FEET
 FB2015'EAST OF THE 1-1/2-STORY UNPAINTED FRAME HOUSE OF FLOYD HATCHER,
 FB2015'29 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AT THE
 FB2015'BEGINNING OF A DRIVEWAY TO THE HOUSE, 74.0 FEET NORTH OF A 14-INCH
 FB2015'FORKED MAPLE TREE, 41.0 FEET NORTH OF A 16-INCH POPLAR TREE, AND
 FB2015'16 FEET SOUTH OF A 14-INCH DOUBLE PINE TREE.  A TENNESSEE
 FB2015'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 1364 1939 AND SET
 FB2015'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2017 ***********************************************************************
 FB2017  DESIGNATION -  LHT 1365
 FB2017  PID         -  FB2017
 FB2017  STATE/COUNTY-  TN/BLOUNT
 FB2017  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2017
 FB2017                         *CURRENT SURVEY CONTROL
 FB2017  ___________________________________________________________________
 FB2017* NAD 83(1986)-  35 42 50.     (N)    083 55 18.     (W)     SCALED    
 FB2017* NAVD 88     -       289.74   (+/-2cm)     950.6    (feet)  VERTCON   
 FB2017  ___________________________________________________________________
 FB2017  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB2017
 FB2017  VERT ORDER  -  ? (See Below)
 FB2017
 FB2017.The horizontal coordinates were scaled from a topographic map and have
 FB2017.an estimated accuracy of +/- 6 seconds.
 FB2017
 FB2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2017.The vertical order pertains to the NGVD 29 superseded value.
 FB2017
 FB2017.The geoid height was determined by GEOID03.
 FB2017
 FB2017;                    North         East    Units  Estimated Accuracy
 FB2017;SPC TN       -   155,170.      788,040.      MT  (+/- 180 meters Scaled)
 FB2017
 FB2017                          SUPERSEDED SURVEY CONTROL
 FB2017
 FB2017  NGVD 29 (??/??/92)  289.854  (m)          950.96   (f) ADJ UNCH    ?  
 FB2017
 FB2017.Superseded values are not recommended for survey control.
 FB2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2017.See file dsdata.txt to determine how the superseded data were derived.
 FB2017
 FB2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV356561(NAD 83)
 FB2017_MARKER: DD = SURVEY DISK
 FB2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2017_STAMPING: LHT 1365 1939
 FB2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2017+STABILITY: SURFACE MOTION
 FB2017
 FB2017  HISTORY     - Date     Condition        Report By
 FB2017  HISTORY     - 1939     MONUMENTED       TVA
 FB2017
 FB2017                          STATION DESCRIPTION
 FB2017
 FB2017'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2017'1.1 MI NE FROM OLD PINEY CHURCH.
 FB2017'1.1 MILES NORTHEAST ALONG OLD PINEY ROAD FROM OLD PINEY CHURCH,
 FB2017'200 FEET WEST OF A WOODEN BRIDGE OVER SOUTH FORK CROOKED CREEK
 FB2017'AT A LANE CROSSING, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FB2017'19.5 FEET NORTHWEST OF THE CENTERLINE OF THE CREEK, 59.5 FEET
 FB2017'NORTHEAST OF A TWIN WALNUT TREE, AND 2.9 FEET SOUTHWEST OF A
 FB2017'12-INCH WALNUT TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB2017'STAMPED LHT 1365 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2018 ***********************************************************************
 FB2018  DESIGNATION -  LHT 1366
 FB2018  PID         -  FB2018
 FB2018  STATE/COUNTY-  TN/BLOUNT
 FB2018  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2018
 FB2018                         *CURRENT SURVEY CONTROL
 FB2018  ___________________________________________________________________
 FB2018* NAD 83(1986)-  35 42 22.     (N)    083 54 26.     (W)     SCALED    
 FB2018* NAVD 88     -       292.97   (+/-2cm)     961.2    (feet)  VERTCON   
 FB2018  ___________________________________________________________________
 FB2018  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB2018
 FB2018  VERT ORDER  -  ? (See Below)
 FB2018
 FB2018.The horizontal coordinates were scaled from a topographic map and have
 FB2018.an estimated accuracy of +/- 6 seconds.
 FB2018
 FB2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2018.The vertical order pertains to the NGVD 29 superseded value.
 FB2018
 FB2018.The geoid height was determined by GEOID03.
 FB2018
 FB2018;                    North         East    Units  Estimated Accuracy
 FB2018;SPC TN       -   154,330.      789,370.      MT  (+/- 180 meters Scaled)
 FB2018
 FB2018                          SUPERSEDED SURVEY CONTROL
 FB2018
 FB2018  NGVD 29 (??/??/92)  293.078  (m)          961.54   (f) ADJ UNCH    ?  
 FB2018
 FB2018.Superseded values are not recommended for survey control.
 FB2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2018.See file dsdata.txt to determine how the superseded data were derived.
 FB2018
 FB2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV369552(NAD 83)
 FB2018_MARKER: DD = SURVEY DISK
 FB2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2018_STAMPING: LHT 1366 1939
 FB2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2018+STABILITY: SURFACE MOTION
 FB2018
 FB2018  HISTORY     - Date     Condition        Report By
 FB2018  HISTORY     - 1939     MONUMENTED       TVA
 FB2018
 FB2018                          STATION DESCRIPTION
 FB2018
 FB2018'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2018'2.2 MI NE FROM OLD PINEY CHURCH.
 FB2018'2.2 MILES NORTHEAST ALONG OLD PINEY ROAD FROM OLD PINEY CHURCH,
 FB2018'1.1 MILES SOUTHEAST OF CHILHOWEE VIEW SCHOOL, AT THE T-JUNCTION OF
 FB2018'A COUNTY ROAD LEADING TO LAW CHAPEL SCHOOL, ABOUT 150 FEET
 FB2018'SOUTHEAST OF THE W.D. CAUROGN HOUSE, AT THE CORNER OF A PICKET
 FB2018'FENCE ENCLOSING THE HOUSE, 78.0 FEET NORTH OF A 3-INCH ASH TREE,
 FB2018'47.8 FEET NORTHWEST OF A 5-INCH ELM TREE, 20 FEET SOUTHWEST OF
 FB2018'THE CENTERLINE OF OLD PINEY ROAD, AND 4.7 FEET SOUTHEAST OF THE
 FB2018'PICKET-FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB2018'STAMPED LHT 1366 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2020 ***********************************************************************
 FB2020  DESIGNATION -  LHT 1367
 FB2020  PID         -  FB2020
 FB2020  STATE/COUNTY-  TN/BLOUNT
 FB2020  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2020
 FB2020                         *CURRENT SURVEY CONTROL
 FB2020  ___________________________________________________________________
 FB2020* NAD 83(1986)-  35 43 18.     (N)    083 52 33.     (W)     SCALED    
 FB2020* NAVD 88     -       310.49   (+/-2cm)    1018.7    (feet)  VERTCON   
 FB2020  ___________________________________________________________________
 FB2020  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB2020
 FB2020  VERT ORDER  -  ? (See Below)
 FB2020
 FB2020.The horizontal coordinates were scaled from a topographic map and have
 FB2020.an estimated accuracy of +/- 6 seconds.
 FB2020
 FB2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2020.The vertical order pertains to the NGVD 29 superseded value.
 FB2020
 FB2020.The geoid height was determined by GEOID03.
 FB2020
 FB2020;                    North         East    Units  Estimated Accuracy
 FB2020;SPC TN       -   156,120.      792,170.      MT  (+/- 180 meters Scaled)
 FB2020
 FB2020                          SUPERSEDED SURVEY CONTROL
 FB2020
 FB2020  NGVD 29 (??/??/92)  310.600  (m)         1019.03   (f) ADJ UNCH    ?  
 FB2020
 FB2020.Superseded values are not recommended for survey control.
 FB2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2020.See file dsdata.txt to determine how the superseded data were derived.
 FB2020
 FB2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV398568(NAD 83)
 FB2020_MARKER: DD = SURVEY DISK
 FB2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2020_STAMPING: LHT 1367 1939
 FB2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2020+STABILITY: SURFACE MOTION
 FB2020
 FB2020  HISTORY     - Date     Condition        Report By
 FB2020  HISTORY     - 1939     MONUMENTED       TVA
 FB2020
 FB2020                          STATION DESCRIPTION
 FB2020
 FB2020'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2020'2.2 MI NE FROM OLD PINEY CHURCH.
 FB2020'2.2 MILES NORTHEAST ALONG OLD PINEY ROAD FROM OLD PINEY CHURCH,
 FB2020'THENCE 2.3 MILES NORTHEAST ALONG A COUNTY ROAD (MONTVALE SPRINGS
 FB2020'ROAD), AT LAW CHAPEL, ABOUT 500 FEET NORTH OF LAW CHAPEL SCHOOL, 30
 FB2020'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 46.5 FEET NORTHWEST
 FB2020'OF A 5-INCH SWEET-GUM TREE, 34.9 FEET WEST OF A 16-INCH MAPLE TREE,
 FB2020'AND 2.4 FEET NORTH OF THE NORTHEAST CORNER OF LAW CHAPEL CHURCH.
 FB2020'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 1367 1939
 FB2020'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2021 ***********************************************************************
 FB2021  DESIGNATION -  LHT 1368
 FB2021  PID         -  FB2021
 FB2021  STATE/COUNTY-  TN/BLOUNT
 FB2021  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2021
 FB2021                         *CURRENT SURVEY CONTROL
 FB2021  ___________________________________________________________________
 FB2021* NAD 83(1986)-  35 43 54.     (N)    083 52 13.     (W)     SCALED    
 FB2021* NAVD 88     -       293.45   (+/-2cm)     962.8    (feet)  VERTCON   
 FB2021  ___________________________________________________________________
 FB2021  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB2021
 FB2021  VERT ORDER  -  ? (See Below)
 FB2021
 FB2021.The horizontal coordinates were scaled from a topographic map and have
 FB2021.an estimated accuracy of +/- 6 seconds.
 FB2021
 FB2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2021.The vertical order pertains to the NGVD 29 superseded value.
 FB2021
 FB2021.The geoid height was determined by GEOID03.
 FB2021
 FB2021;                    North         East    Units  Estimated Accuracy
 FB2021;SPC TN       -   157,240.      792,650.      MT  (+/- 180 meters Scaled)
 FB2021
 FB2021                          SUPERSEDED SURVEY CONTROL
 FB2021
 FB2021  NGVD 29 (??/??/92)  293.566  (m)          963.14   (f) ADJ UNCH    ?  
 FB2021
 FB2021.Superseded values are not recommended for survey control.
 FB2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2021.See file dsdata.txt to determine how the superseded data were derived.
 FB2021
 FB2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV404579(NAD 83)
 FB2021_MARKER: DD = SURVEY DISK
 FB2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2021_STAMPING: LHT 1368 1939
 FB2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2021+STABILITY: SURFACE MOTION
 FB2021
 FB2021  HISTORY     - Date     Condition        Report By
 FB2021  HISTORY     - 1939     MONUMENTED       TVA
 FB2021
 FB2021                          STATION DESCRIPTION
 FB2021
 FB2021'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2021'2.2 MI SW FROM ROCKY BRANCH.
 FB2021'2.2 MILES SOUTHWEST OF ROCKY BRANCH, 0.8 MILE NORTHEAST OF LAW
 FB2021'CHAPEL SCHOOL, AT THE Y-JUNCTION OF THE WALDEN, MARYVILLE AND
 FB2021'OLD PINEY ROADS, AT THE EDGE OF THE GEORGE BORING WOODS, 30
 FB2021'FEET NORTH OF THE ROAD JUNCTION, 10.6 FEET WEST OF A 14-INCH
 FB2021'PINE TREE, 9.4 FEET NORTH OF A 6-INCH ELM TREE, AND 5.5 FEET
 FB2021'SOUTHEAST OF AN 8-INCH BUR-PINE TREE.  A TENNESSEE VALLEY
 FB2021'AUTHORITY STANDARD DISK, STAMPED LHT 1368 1939 AND SET IN THE
 FB2021'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2022 ***********************************************************************
 FB2022  DESIGNATION -  LHT 1369
 FB2022  PID         -  FB2022
 FB2022  STATE/COUNTY-  TN/BLOUNT
 FB2022  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2022
 FB2022                         *CURRENT SURVEY CONTROL
 FB2022  ___________________________________________________________________
 FB2022* NAD 83(1986)-  35 43 51.     (N)    083 51 15.     (W)     SCALED    
 FB2022* NAVD 88     -       328.25   (+/-2cm)    1076.9    (feet)  VERTCON   
 FB2022  ___________________________________________________________________
 FB2022  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB2022
 FB2022  VERT ORDER  -  ? (See Below)
 FB2022
 FB2022.The horizontal coordinates were scaled from a topographic map and have
 FB2022.an estimated accuracy of +/- 6 seconds.
 FB2022
 FB2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2022.The vertical order pertains to the NGVD 29 superseded value.
 FB2022
 FB2022.The geoid height was determined by GEOID03.
 FB2022
 FB2022;                    North         East    Units  Estimated Accuracy
 FB2022;SPC TN       -   157,180.      794,110.      MT  (+/- 180 meters Scaled)
 FB2022
 FB2022                          SUPERSEDED SURVEY CONTROL
 FB2022
 FB2022  NGVD 29 (??/??/92)  328.360  (m)         1077.29   (f) ADJ UNCH    ?  
 FB2022
 FB2022.Superseded values are not recommended for survey control.
 FB2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2022.See file dsdata.txt to determine how the superseded data were derived.
 FB2022
 FB2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV418578(NAD 83)
 FB2022_MARKER: DD = SURVEY DISK
 FB2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2022_STAMPING: LHT 1369 1939
 FB2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2022+STABILITY: SURFACE MOTION
 FB2022
 FB2022  HISTORY     - Date     Condition        Report By
 FB2022  HISTORY     - 1939     MONUMENTED       TVA
 FB2022
 FB2022                          STATION DESCRIPTION
 FB2022
 FB2022'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2022'0.9 MI SW FROM ROCKY BRANCH.
 FB2022'0.9 MILE SOUTHWEST ALONG THE ROCKY BRANCH ROAD FROM ROCKY BRANCH,
 FB2022'30 FEET WEST OF THE Y-JUNCTION OF THE ROCKY BRANCH, CRACKERS
 FB2022'NECK, AND MOUNTAIN ROADS, 55 FEET SOUTH OF A PLANK BRIDGE ON THE
 FB2022'CRACKERS NECK ROAD, 50 FEET NORTH OF A FORD OF ROCKY BRANCH
 FB2022'OVER THE MOUNTAIN ROAD, 15 FEET EAST OF ROCKY BRANCH, 52.2 FEET
 FB2022'NORTH OF THE HARRY PAYNE MAIL BOX, 45.8 FEET WEST OF A 3-INCH
 FB2022'SWEET-GUM TREE, AND 9.2 FEET NORTHWEST OF A 2-INCH HICKORY TREE.
 FB2022'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 1369
 FB2022'1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2023 ***********************************************************************
 FB2023  DESIGNATION -  LHT 1370
 FB2023  PID         -  FB2023
 FB2023  STATE/COUNTY-  TN/BLOUNT
 FB2023  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2023
 FB2023                         *CURRENT SURVEY CONTROL
 FB2023  ___________________________________________________________________
 FB2023* NAD 83(1986)-  35 44 24.     (N)    083 50 25.     (W)     SCALED    
 FB2023* NAVD 88     -       295.31   (+/-2cm)     968.9    (feet)  VERTCON   
 FB2023  ___________________________________________________________________
 FB2023  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB2023
 FB2023  VERT ORDER  -  ? (See Below)
 FB2023
 FB2023.The horizontal coordinates were scaled from a topographic map and have
 FB2023.an estimated accuracy of +/- 6 seconds.
 FB2023
 FB2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2023.The vertical order pertains to the NGVD 29 superseded value.
 FB2023
 FB2023.The geoid height was determined by GEOID03.
 FB2023
 FB2023;                    North         East    Units  Estimated Accuracy
 FB2023;SPC TN       -   158,220.      795,340.      MT  (+/- 180 meters Scaled)
 FB2023
 FB2023                          SUPERSEDED SURVEY CONTROL
 FB2023
 FB2023  NGVD 29 (??/??/92)  295.420  (m)          969.22   (f) ADJ UNCH    ?  
 FB2023
 FB2023.Superseded values are not recommended for survey control.
 FB2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2023.See file dsdata.txt to determine how the superseded data were derived.
 FB2023
 FB2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV431588(NAD 83)
 FB2023_MARKER: DD = SURVEY DISK
 FB2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2023_STAMPING: LHT 1370 1939
 FB2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2023+STABILITY: SURFACE MOTION
 FB2023
 FB2023  HISTORY     - Date     Condition        Report By
 FB2023  HISTORY     - 1939     MONUMENTED       TVA
 FB2023
 FB2023                          STATION DESCRIPTION
 FB2023
 FB2023'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 FB2023'0.6 MI SW FROM MELROSE.
 FB2023'0.6 MILE SOUTHWEST ALONG THE ROCKY BRANCH ROAD FROM MELROSE,
 FB2023'AT ROCKY BRANCH, 100 FEET EAST OF BETHEL CHURCH (NEW), 50 FEET
 FB2023'SOUTHWEST OF A T-ROAD JUNCTION, 70.1 FEET NORTHWEST OF THE
 FB2023'NORTHWEST CORNER OF OLD BETHEL CHURCH, 49.5 FEET SOUTHWEST OF
 FB2023'A 14-INCH MAPLE TREE, AND 42.9 FEET NORTH OF A HOUSE ON THE ED
 FB2023'BURNS LAND.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB2023'LHT 1370 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0073 ***********************************************************************
 FE0073  DESIGNATION -  LHT 1409
 FE0073  PID         -  FE0073
 FE0073  STATE/COUNTY-  TN/BENTON
 FE0073  USGS QUAD   -  ROCKPORT (1987)
 FE0073
 FE0073                         *CURRENT SURVEY CONTROL
 FE0073  ___________________________________________________________________
 FE0073* NAD 83(1986)-  35 56 57.     (N)    088 06 47.     (W)     SCALED    
 FE0073* NAVD 88     -       150.180  (meters)     492.72   (feet)  ADJUSTED  
 FE0073  ___________________________________________________________________
 FE0073  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FE0073  DYNAMIC HT  -         150.052 (meters)     492.30  (feet)  COMP
 FE0073  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 FE0073
 FE0073  VERT ORDER  -  FIRST     CLASS II
 FE0073
 FE0073.The horizontal coordinates were scaled from a topographic map and have
 FE0073.an estimated accuracy of +/- 6 seconds.
 FE0073
 FE0073.The orthometric height was determined by differential leveling
 FE0073.and adjusted by the National Geodetic Survey in June 1991..
 FE0073
 FE0073.The geoid height was determined by GEOID03.
 FE0073
 FE0073.The dynamic height is computed by dividing the NAVD 88
 FE0073.geopotential number by the normal gravity value computed on the
 FE0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0073.degrees latitude (g = 980.6199 gals.).
 FE0073
 FE0073.The modeled gravity was interpolated from observed gravity values.
 FE0073
 FE0073;                    North         East    Units  Estimated Accuracy
 FE0073;SPC TN       -   181,330.      409,380.      MT  (+/- 180 meters Scaled)
 FE0073
 FE0073                          SUPERSEDED SURVEY CONTROL
 FE0073
 FE0073  NGVD 29 (??/??/??)  150.205  (m)          492.80   (f) ADJUSTED    1 2
 FE0073
 FE0073.Superseded values are not recommended for survey control.
 FE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0073.See file dsdata.txt to determine how the superseded data were derived.
 FE0073
 FE0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE996788(NAD 83)
 FE0073_MARKER: DD = SURVEY DISK
 FE0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0073_STAMPING: LHT 1409 1939
 FE0073_MARK LOGO: TVA   
 FE0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0073+STABILITY: SURFACE MOTION
 FE0073
 FE0073  HISTORY     - Date     Condition        Report By
 FE0073  HISTORY     - 1939     MONUMENTED       TVA
 FE0073  HISTORY     - 1947     GOOD             CGS
 FE0073  HISTORY     - 1972     GOOD             TVA
 FE0073
 FE0073                          STATION DESCRIPTION
 FE0073
 FE0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0073'8.9 MI S FROM CAMDEN.
 FE0073'ABOUT 8.9 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0073'COURTHOUSE AT CAMDEN, AT THE JUNCTION OF ALLEN MILL ROAD LEADING
 FE0073'SOUTHEAST, IN THE NORTHWEST CORNER OF THE YARD OF A 1-STORY WHITE
 FE0073'FRAME FARMHOUSE EAST OF THE HIGHWAY, 89 FEET NORTHWEST OF THE
 FE0073'NORTHWEST CORNER OF THE HOUSE, 54 FEET EAST OF THE CENTER LINE
 FE0073'OF THE HIGHWAY, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 FE0073'LEADING SOUTHEAST, 13 FEET NORTH OF A 36-INCH OAK TREE, 12 FEET
 FE0073'NORTHWEST OF A 24-INCH OAK TREE, 2 FEET NORTH OF A WHITE WOODEN
 FE0073'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 FE0073'CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- 78.0 FT N 25 W
 FE0073'FROM NW CORNER OF ONE STORY FRAME FARMHOUSE.
 FE0073
 FE0073                          STATION RECOVERY (1972)
 FE0073
 FE0073'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0071 ***********************************************************************
 FE0071  DESIGNATION -  LHT 1410
 FE0071  PID         -  FE0071
 FE0071  STATE/COUNTY-  TN/BENTON
 FE0071  USGS QUAD   -  ROCKPORT (1987)
 FE0071
 FE0071                         *CURRENT SURVEY CONTROL
 FE0071  ___________________________________________________________________
 FE0071* NAD 83(1986)-  35 58 16.     (N)    088 06 30.     (W)     SCALED    
 FE0071* NAVD 88     -       134.166  (meters)     440.18   (feet)  ADJUSTED  
 FE0071  ___________________________________________________________________
 FE0071  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FE0071  DYNAMIC HT  -         134.052 (meters)     439.80  (feet)  COMP
 FE0071  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 FE0071
 FE0071  VERT ORDER  -  FIRST     CLASS II
 FE0071
 FE0071.The horizontal coordinates were scaled from a topographic map and have
 FE0071.an estimated accuracy of +/- 6 seconds.
 FE0071
 FE0071.The orthometric height was determined by differential leveling
 FE0071.and adjusted by the National Geodetic Survey in June 1991..
 FE0071
 FE0071.The geoid height was determined by GEOID03.
 FE0071
 FE0071.The dynamic height is computed by dividing the NAVD 88
 FE0071.geopotential number by the normal gravity value computed on the
 FE0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0071.degrees latitude (g = 980.6199 gals.).
 FE0071
 FE0071.The modeled gravity was interpolated from observed gravity values.
 FE0071
 FE0071;                    North         East    Units  Estimated Accuracy
 FE0071;SPC TN       -   183,760.      409,860.      MT  (+/- 180 meters Scaled)
 FE0071
 FE0071                          SUPERSEDED SURVEY CONTROL
 FE0071
 FE0071  NGVD 29 (??/??/??)  134.191  (m)          440.26   (f) ADJUSTED    1 2
 FE0071
 FE0071.Superseded values are not recommended for survey control.
 FE0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0071.See file dsdata.txt to determine how the superseded data were derived.
 FE0071
 FE0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE000813(NAD 83)
 FE0071_MARKER: DD = SURVEY DISK
 FE0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0071_STAMPING: LHT 1410 1939
 FE0071_MARK LOGO: TVA   
 FE0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0071+STABILITY: SURFACE MOTION
 FE0071
 FE0071  HISTORY     - Date     Condition        Report By
 FE0071  HISTORY     - 1939     MONUMENTED       TVA
 FE0071  HISTORY     - 1947     GOOD             CGS
 FE0071
 FE0071                          STATION DESCRIPTION
 FE0071
 FE0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0071'7 MI S FROM CAMDEN.
 FE0071'ABOUT 7.0 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0071'COURTHOUSE AT CAMDEN, ABOUT 0.35 MILE SOUTH OF CANTER HILL SCHOOL,
 FE0071'276 FEET SOUTH OF THE SOUTH END OF A WOODEN BRIDGE OVER MOORE
 FE0071'BRANCH, 27 FEET SOUTH OF A NARROW BRIDGE SIGN, 26 FEET SOUTHEAST
 FE0071'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF A 10-INCH
 FE0071'BLAZED TWIN OAK TREE, 11 FEET NORTHWEST OF A 6-INCH BLAZED OAK
 FE0071'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 FE0071'LOWER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 FE0071'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0070 ***********************************************************************
 FE0070  DESIGNATION -  LHT 1411
 FE0070  PID         -  FE0070
 FE0070  STATE/COUNTY-  TN/BENTON
 FE0070  USGS QUAD   -  ROCKPORT (1987)
 FE0070
 FE0070                         *CURRENT SURVEY CONTROL
 FE0070  ___________________________________________________________________
 FE0070* NAD 83(1986)-  35 59 06.     (N)    088 06 13.     (W)     SCALED    
 FE0070* NAVD 88     -       147.840  (meters)     485.04   (feet)  ADJUSTED  
 FE0070  ___________________________________________________________________
 FE0070  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FE0070  DYNAMIC HT  -         147.715 (meters)     484.63  (feet)  COMP
 FE0070  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 FE0070
 FE0070  VERT ORDER  -  FIRST     CLASS II
 FE0070
 FE0070.The horizontal coordinates were scaled from a topographic map and have
 FE0070.an estimated accuracy of +/- 6 seconds.
 FE0070
 FE0070.The orthometric height was determined by differential leveling
 FE0070.and adjusted by the National Geodetic Survey in June 1991..
 FE0070
 FE0070.The geoid height was determined by GEOID03.
 FE0070
 FE0070.The dynamic height is computed by dividing the NAVD 88
 FE0070.geopotential number by the normal gravity value computed on the
 FE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0070.degrees latitude (g = 980.6199 gals.).
 FE0070
 FE0070.The modeled gravity was interpolated from observed gravity values.
 FE0070
 FE0070;                    North         East    Units  Estimated Accuracy
 FE0070;SPC TN       -   185,290.      410,320.      MT  (+/- 180 meters Scaled)
 FE0070
 FE0070                          SUPERSEDED SURVEY CONTROL
 FE0070
 FE0070  NGVD 29 (??/??/??)  147.866  (m)          485.12   (f) ADJUSTED    1 2
 FE0070
 FE0070.Superseded values are not recommended for survey control.
 FE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0070.See file dsdata.txt to determine how the superseded data were derived.
 FE0070
 FE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE005828(NAD 83)
 FE0070_MARKER: DD = SURVEY DISK
 FE0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0070_STAMPING: LHT 1411 1939
 FE0070_MARK LOGO: TVA   
 FE0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0070+STABILITY: SURFACE MOTION
 FE0070
 FE0070  HISTORY     - Date     Condition        Report By
 FE0070  HISTORY     - 1939     MONUMENTED       TVA
 FE0070  HISTORY     - 1947     GOOD             CGS
 FE0070
 FE0070                          STATION DESCRIPTION
 FE0070
 FE0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0070'6 MI S FROM CAMDEN.
 FE0070'ABOUT 6.0 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0070'COURTHOUSE AT CAMDEN, ABOUT 0.6 MILE NORTH OF CANTER HILL SCHOOL,
 FE0070'113 FEET NORTHEAST OF THE NORTH CORNER OF JOHNSONS GENERAL STORE,
 FE0070'45 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET WEST
 FE0070'OF AN 8-INCH BLAZED OAK TREE, 27 FEET SOUTH OF A POWER POLE, 2
 FE0070'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT HIGHER
 FE0070'THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE0070'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0256 ***********************************************************************
 GD0256  DESIGNATION -  LHT 1414
 GD0256  PID         -  GD0256
 GD0256  STATE/COUNTY-  TN/BENTON
 GD0256  USGS QUAD   -  CAMDEN (1984)
 GD0256
 GD0256                         *CURRENT SURVEY CONTROL
 GD0256  ___________________________________________________________________
 GD0256* NAD 83(1986)-  36 02 01.     (N)    088 06 44.     (W)     SCALED    
 GD0256* NAVD 88     -       145.678  (meters)     477.95   (feet)  ADJUSTED  
 GD0256  ___________________________________________________________________
 GD0256  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD0256  DYNAMIC HT  -         145.556 (meters)     477.55  (feet)  COMP
 GD0256  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 GD0256
 GD0256  VERT ORDER  -  FIRST     CLASS II
 GD0256
 GD0256.The horizontal coordinates were scaled from a topographic map and have
 GD0256.an estimated accuracy of +/- 6 seconds.
 GD0256
 GD0256.The orthometric height was determined by differential leveling
 GD0256.and adjusted by the National Geodetic Survey in June 1991..
 GD0256
 GD0256.The geoid height was determined by GEOID03.
 GD0256
 GD0256.The dynamic height is computed by dividing the NAVD 88
 GD0256.geopotential number by the normal gravity value computed on the
 GD0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0256.degrees latitude (g = 980.6199 gals.).
 GD0256
 GD0256.The modeled gravity was interpolated from observed gravity values.
 GD0256
 GD0256;                    North         East    Units  Estimated Accuracy
 GD0256;SPC TN       -   190,700.      409,660.      MT  (+/- 180 meters Scaled)
 GD0256
 GD0256                          SUPERSEDED SURVEY CONTROL
 GD0256
 GD0256  NGVD 29 (??/??/??)  145.706  (m)          478.04   (f) ADJUSTED    1 2
 GD0256
 GD0256.Superseded values are not recommended for survey control.
 GD0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0256.See file dsdata.txt to determine how the superseded data were derived.
 GD0256
 GD0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE997882(NAD 83)
 GD0256_MARKER: DD = SURVEY DISK
 GD0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0256_STAMPING: LHT 1414 1939
 GD0256_MARK LOGO: TVA   
 GD0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0256+STABILITY: SURFACE MOTION
 GD0256
 GD0256  HISTORY     - Date     Condition        Report By
 GD0256  HISTORY     - 1939     MONUMENTED       TVA
 GD0256  HISTORY     - 1969     GOOD             CGS
 GD0256
 GD0256                          STATION DESCRIPTION
 GD0256
 GD0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0256'2.2 MI S FROM CAMDEN.
 GD0256'THE MARK IS ABOUT 2.2 MILES SOUTH ALONG STATE ROUTE 69 FROM THE
 GD0256'SOUTHWEST CORNER OF THE BENTON COUNTY COURTHOUSE SQUARE IN
 GD0256'CAMDEN ALONG THE EAST RIGHT-OF-WAY.  IT IS 223 FEET NORTHWEST OF
 GD0256'THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 90 FEET EAST AND
 GD0256'ACROSS STATE ROUTE 69 FROM THE NORTHEAST CORNER OF A SMALL FRAME
 GD0256'HOUSE, 66 FEET NORTH OF AN 18-INCH OVERCUP OAK TREE, 34 FEET EAST
 GD0256'OF THE APPROXIMATE CENTER OF STATE ROUTE 69, 17 FEET SOUTH OF A
 GD0256'UTILITY POLE, 12 FEET SOUTHWEST OF A 24-INCH POST OAK AT A
 GD0256'SOUTHWEST FENCE CORNER, AND 0.5 OF A FOOT NORTH OF A METAL
 GD0256'WITNESS POST AND SIGN.  IT IS A STANDARD T.V.A. BRONZE DISK SET
 GD0256'IN THE TOP OF A 6-INCH, SQUARE, REINFORCED CONCRETE POST THAT
 GD0256'PROJECTS 4 INCHES AND THE DISK IS STAMPED LTH 1414 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0103 ***********************************************************************
 FE0103  DESIGNATION -  LHT 1453
 FE0103  PID         -  FE0103
 FE0103  STATE/COUNTY-  TN/DECATUR
 FE0103  USGS QUAD   -  JEANNETTE (1986)
 FE0103
 FE0103                         *CURRENT SURVEY CONTROL
 FE0103  ___________________________________________________________________
 FE0103* NAD 83(1986)-  35 43 49.     (N)    088 06 20.     (W)     SCALED    
 FE0103* NAVD 88     -       160.799  (meters)     527.55   (feet)  ADJUSTED  
 FE0103  ___________________________________________________________________
 FE0103  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0103  DYNAMIC HT  -         160.660 (meters)     527.10  (feet)  COMP
 FE0103  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 FE0103
 FE0103  VERT ORDER  -  FIRST     CLASS II
 FE0103
 FE0103.The horizontal coordinates were scaled from a topographic map and have
 FE0103.an estimated accuracy of +/- 6 seconds.
 FE0103
 FE0103.The orthometric height was determined by differential leveling
 FE0103.and adjusted by the National Geodetic Survey in June 1991..
 FE0103
 FE0103.The geoid height was determined by GEOID03.
 FE0103
 FE0103.The dynamic height is computed by dividing the NAVD 88
 FE0103.geopotential number by the normal gravity value computed on the
 FE0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0103.degrees latitude (g = 980.6199 gals.).
 FE0103
 FE0103.The modeled gravity was interpolated from observed gravity values.
 FE0103
 FE0103;                    North         East    Units  Estimated Accuracy
 FE0103;SPC TN       -   157,040.      409,540.      MT  (+/- 180 meters Scaled)
 FE0103
 FE0103                          SUPERSEDED SURVEY CONTROL
 FE0103
 FE0103  NGVD 29 (??/??/??)  160.816  (m)          527.61   (f) ADJUSTED    1 2
 FE0103
 FE0103.Superseded values are not recommended for survey control.
 FE0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0103.See file dsdata.txt to determine how the superseded data were derived.
 FE0103
 FE0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE000545(NAD 83)
 FE0103_MARKER: DD = SURVEY DISK
 FE0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0103_STAMPING: LHT 1453 1939
 FE0103_MARK LOGO: TVA   
 FE0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0103+STABILITY: SURFACE MOTION
 FE0103
 FE0103  HISTORY     - Date     Condition        Report By
 FE0103  HISTORY     - 1939     MONUMENTED       TVA
 FE0103  HISTORY     - 1947     GOOD             CGS
 FE0103
 FE0103                          STATION DESCRIPTION
 FE0103
 FE0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0103'6.3 MI N FROM PARSONS.
 FE0103'ABOUT 6.3 MILES NORTH ALONG THE STATE HIGHWAY 69 FROM THE
 FE0103'JUNCTION WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0103'ABOUT 0.85 MILE SOUTH OF THE STORE AT JEANNETTE, AT THE ABANDONED
 FE0103'ROCK HILL SCHOOL, 171 FEET NORTHEAST OF THE JUNCTION OF A ROAD
 FE0103'LEADING SOUTHWEST, 96 FEET WEST OF THE SOUTHWEST CORNER OF THE
 FE0103'OLD SCHOOL BUILDING, 63 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 FE0103'MOORE CHAPEL CEMETERY, 33 FEET SOUTHEAST OF THE CENTER LINE OF
 FE0103'THE HIGHWAY, 45 FEET NORTH OF A 16-INCH BLAZED HICKORY TREE,
 FE0103'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 FE0103'HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 FE0103'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0100 ***********************************************************************
 FE0100  DESIGNATION -  LHT 1454
 FE0100  PID         -  FE0100
 FE0100  STATE/COUNTY-  TN/DECATUR
 FE0100  USGS QUAD   -  SUGAR TREE (1986)
 FE0100
 FE0100                         *CURRENT SURVEY CONTROL
 FE0100  ___________________________________________________________________
 FE0100* NAD 83(1986)-  35 45 21.     (N)    088 04 46.     (W)     SCALED    
 FE0100* NAVD 88     -       118.842  (meters)     389.90   (feet)  ADJUSTED  
 FE0100  ___________________________________________________________________
 FE0100  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0100  DYNAMIC HT  -         118.740 (meters)     389.57  (feet)  COMP
 FE0100  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 FE0100
 FE0100  VERT ORDER  -  FIRST     CLASS II
 FE0100
 FE0100.The horizontal coordinates were scaled from a topographic map and have
 FE0100.an estimated accuracy of +/- 6 seconds.
 FE0100
 FE0100.The orthometric height was determined by differential leveling
 FE0100.and adjusted by the National Geodetic Survey in June 1991..
 FE0100
 FE0100.The geoid height was determined by GEOID03.
 FE0100
 FE0100.The dynamic height is computed by dividing the NAVD 88
 FE0100.geopotential number by the normal gravity value computed on the
 FE0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0100.degrees latitude (g = 980.6199 gals.).
 FE0100
 FE0100.The modeled gravity was interpolated from observed gravity values.
 FE0100
 FE0100;                    North         East    Units  Estimated Accuracy
 FE0100;SPC TN       -   159,820.      411,960.      MT  (+/- 180 meters Scaled)
 FE0100
 FE0100                          SUPERSEDED SURVEY CONTROL
 FE0100
 FE0100  NGVD 29 (??/??/??)  118.861  (m)          389.96   (f) ADJUSTED    1 2
 FE0100
 FE0100.Superseded values are not recommended for survey control.
 FE0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0100.See file dsdata.txt to determine how the superseded data were derived.
 FE0100
 FE0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE024574(NAD 83)
 FE0100_MARKER: DD = SURVEY DISK
 FE0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0100_STAMPING: LHT 1454 1939
 FE0100_MARK LOGO: TVA   
 FE0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0100+STABILITY: SURFACE MOTION
 FE0100
 FE0100  HISTORY     - Date     Condition        Report By
 FE0100  HISTORY     - 1939     MONUMENTED       TVA
 FE0100  HISTORY     - 1947     GOOD             CGS
 FE0100  HISTORY     - 1972     GOOD             TVA
 FE0100
 FE0100                          STATION DESCRIPTION
 FE0100
 FE0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0100'8.8 MI N FROM PARSONS.
 FE0100'ABOUT 8.8 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0100'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0100'ABOUT 1.6 MILES NORTHEAST OF THE STORE AT JEANNETTE, ABOUT
 FE0100'1/2 MILE EAST OF A TURN WITH TANGENTS LEADING SOUTH AND EAST
 FE0100'AND THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, ABOUT 0.1
 FE0100'MILE EAST OF A SINGLE-SPAN STEEL TRUSS BRIDGE OVER LITTLE
 FE0100'LICK CREEK, IN THE SOUTHEAST CORNER OF A FIELD, AT THE JUNCTION
 FE0100'OF A DRIVEWAY LEADING NORTH TO A 1-STORY FRAME FARMHOUSE, 218 FEET
 FE0100'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 56 FEET WEST OF
 FE0100'THE CENTER LINE OF THE DRIVEWAY, 24 FEET NORTH OF THE CENTER
 FE0100'LINE OF THE HIGHWAY, 4 FEET EAST OF A CORNER FENCE POST, 2 FEET
 FE0100'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET HIGHER THAN
 FE0100'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0100'4 INCHES.  NOTE-- 50 FT W OF CENTERLINE OF THE DRIVEWAY, 26 FT
 FE0100'N OF CENTERLINE OF THE HIGHWAY, 5 FT NE OF A CORNER FENCE POST.
 FE0100'TVA POST AND SIGN SET AT MARKER.
 FE0100
 FE0100                          STATION RECOVERY (1972)
 FE0100
 FE0100'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0099 ***********************************************************************
 FE0099  DESIGNATION -  LHT 1455
 FE0099  PID         -  FE0099
 FE0099  STATE/COUNTY-  TN/DECATUR
 FE0099  USGS QUAD   -  SUGAR TREE (1986)
 FE0099
 FE0099                         *CURRENT SURVEY CONTROL
 FE0099  ___________________________________________________________________
 FE0099* NAD 83(1986)-  35 45 31.     (N)    088 04 07.     (W)     SCALED    
 FE0099* NAVD 88     -       157.184  (meters)     515.69   (feet)  ADJUSTED  
 FE0099  ___________________________________________________________________
 FE0099  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0099  DYNAMIC HT  -         157.048 (meters)     515.25  (feet)  COMP
 FE0099  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 FE0099
 FE0099  VERT ORDER  -  FIRST     CLASS II
 FE0099
 FE0099.The horizontal coordinates were scaled from a topographic map and have
 FE0099.an estimated accuracy of +/- 6 seconds.
 FE0099
 FE0099.The orthometric height was determined by differential leveling
 FE0099.and adjusted by the National Geodetic Survey in June 1991..
 FE0099
 FE0099.The geoid height was determined by GEOID03.
 FE0099
 FE0099.The dynamic height is computed by dividing the NAVD 88
 FE0099.geopotential number by the normal gravity value computed on the
 FE0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0099.degrees latitude (g = 980.6199 gals.).
 FE0099
 FE0099.The modeled gravity was interpolated from observed gravity values.
 FE0099
 FE0099;                    North         East    Units  Estimated Accuracy
 FE0099;SPC TN       -   160,110.      412,940.      MT  (+/- 180 meters Scaled)
 FE0099
 FE0099                          SUPERSEDED SURVEY CONTROL
 FE0099
 FE0099  NGVD 29 (??/??/??)  157.203  (m)          515.76   (f) ADJUSTED    1 2
 FE0099
 FE0099.Superseded values are not recommended for survey control.
 FE0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0099.See file dsdata.txt to determine how the superseded data were derived.
 FE0099
 FE0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE033577(NAD 83)
 FE0099_MARKER: DD = SURVEY DISK
 FE0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0099_STAMPING: LHT 1455 1939
 FE0099_MARK LOGO: TVA   
 FE0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0099+STABILITY: SURFACE MOTION
 FE0099
 FE0099  HISTORY     - Date     Condition        Report By
 FE0099  HISTORY     - 1939     MONUMENTED       TVA
 FE0099  HISTORY     - 1947     GOOD             CGS
 FE0099  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0099
 FE0099                          STATION DESCRIPTION
 FE0099
 FE0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0099'9.5 MI N FROM PARSONS.
 FE0099'ABOUT 9.5 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0099'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0099'AT THE LOCALITY LOCALLY KNOWN AS COZETTE, AT A TURN IN THE
 FE0099'HIGHWAY WITH TANGENTS LEADING NORTH AND WEST AND THE JUNCTION
 FE0099'OF GRAVEL ROADS LEADING SOUTH AND EAST, ABOUT 250 FEET NORTH OF
 FE0099'THE CENTER OF THE ROAD INTERSECTION, 102 FEET NORTHWEST ACROSS
 FE0099'THE HIGHWAY FROM THE NORTHWEST CORNER OF A SMALL IMITATION BRICK
 FE0099'BUILDING, IN THE YARD OF THE CLYDE MILLER RESIDENCE, 44 FEET
 FE0099'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 21 FEET WEST
 FE0099'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A WHITE
 FE0099'WOODEN WITNESS POST ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP
 FE0099'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- GROUND
 FE0099'HAS BEEN COVERED WITH CRUSHED LIMESTONE ROCK AND USED FOR PARKING,
 FE0099'HOUSE THAT MONUMENT WAS REFERRED TO IS GONE.
 FE0099
 FE0099                          STATION RECOVERY (1972)
 FE0099
 FE0099'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0109 ***********************************************************************
 FE0109  DESIGNATION -  LHT 1457
 FE0109  PID         -  FE0109
 FE0109  STATE/COUNTY-  TN/DECATUR
 FE0109  USGS QUAD   -  JEANNETTE (1986)
 FE0109
 FE0109                         *CURRENT SURVEY CONTROL
 FE0109  ___________________________________________________________________
 FE0109* NAD 83(1986)-  35 39 34.     (N)    088 07 08.     (W)     SCALED    
 FE0109* NAVD 88     -       171.989  (meters)     564.27   (feet)  ADJUSTED  
 FE0109  ___________________________________________________________________
 FE0109  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0109  DYNAMIC HT  -         171.838 (meters)     563.77  (feet)  COMP
 FE0109  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 FE0109
 FE0109  VERT ORDER  -  FIRST     CLASS II
 FE0109
 FE0109.The horizontal coordinates were scaled from a topographic map and have
 FE0109.an estimated accuracy of +/- 6 seconds.
 FE0109
 FE0109.The orthometric height was determined by differential leveling
 FE0109.and adjusted by the National Geodetic Survey in June 1991..
 FE0109
 FE0109.The geoid height was determined by GEOID03.
 FE0109
 FE0109.The dynamic height is computed by dividing the NAVD 88
 FE0109.geopotential number by the normal gravity value computed on the
 FE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0109.degrees latitude (g = 980.6199 gals.).
 FE0109
 FE0109.The modeled gravity was interpolated from observed gravity values.
 FE0109
 FE0109;                    North         East    Units  Estimated Accuracy
 FE0109;SPC TN       -   149,210.      408,160.      MT  (+/- 180 meters Scaled)
 FE0109
 FE0109                          SUPERSEDED SURVEY CONTROL
 FE0109
 FE0109  NGVD 29 (??/??/??)  172.003  (m)          564.31   (f) ADJUSTED    1 2
 FE0109
 FE0109.Superseded values are not recommended for survey control.
 FE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0109.See file dsdata.txt to determine how the superseded data were derived.
 FE0109
 FE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE987467(NAD 83)
 FE0109_MARKER: DD = SURVEY DISK
 FE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0109_STAMPING: LHT 1457 1939
 FE0109_MARK LOGO: TVA   
 FE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0109+STABILITY: SURFACE MOTION
 FE0109
 FE0109  HISTORY     - Date     Condition        Report By
 FE0109  HISTORY     - 1939     MONUMENTED       TVA
 FE0109  HISTORY     - 1947     GOOD             CGS
 FE0109
 FE0109                          STATION DESCRIPTION
 FE0109
 FE0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0109'0.6 MI N FROM PARSONS.
 FE0109'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0109'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, ABOUT
 FE0109'0.9 MILE NORTHWEST OF THE COLWICK HOTEL, ABOUT 0.4 MILE NORTH
 FE0109'OF THE CITY LIMIT SIGN, ABOUT 100 YARDS SOUTH OF THE JUNCTION
 FE0109'OF A GRAVEL ROAD LEADING EAST, 84 FEET NORTHEAST OF THE NORTHEAST
 FE0109'CORNER OF A 1-STORY FRAME FARMHOUSE, 84 FEET SOUTHEAST OF THE
 FE0109'SOUTHEAST CORNER OF A BARN, 49 FEET WEST OF THE CENTER LINE OF
 FE0109'THE HIGHWAY, 9 FEET NORTHWEST OF A 24-INCH OAK TREE, 2 FEET
 FE0109'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2-1/2 FEET HIGHER
 FE0109'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0109'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0107 ***********************************************************************
 FE0107  DESIGNATION -  LHT 1458
 FE0107  PID         -  FE0107
 FE0107  STATE/COUNTY-  TN/DECATUR
 FE0107  USGS QUAD   -  JEANNETTE (1986)
 FE0107
 FE0107                         *CURRENT SURVEY CONTROL
 FE0107  ___________________________________________________________________
 FE0107* NAD 83(1986)-  35 40 51.     (N)    088 06 55.     (W)     SCALED    
 FE0107* NAVD 88     -       157.653  (meters)     517.23   (feet)  ADJUSTED  
 FE0107  ___________________________________________________________________
 FE0107  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0107  DYNAMIC HT  -         157.515 (meters)     516.78  (feet)  COMP
 FE0107  MODELED GRAV-     979,758.5   (mgal)                       NAVD 88
 FE0107
 FE0107  VERT ORDER  -  FIRST     CLASS II
 FE0107
 FE0107.The horizontal coordinates were scaled from a topographic map and have
 FE0107.an estimated accuracy of +/- 6 seconds.
 FE0107
 FE0107.The orthometric height was determined by differential leveling
 FE0107.and adjusted by the National Geodetic Survey in June 1991..
 FE0107
 FE0107.The geoid height was determined by GEOID03.
 FE0107
 FE0107.The dynamic height is computed by dividing the NAVD 88
 FE0107.geopotential number by the normal gravity value computed on the
 FE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0107.degrees latitude (g = 980.6199 gals.).
 FE0107
 FE0107.The modeled gravity was interpolated from observed gravity values.
 FE0107
 FE0107;                    North         East    Units  Estimated Accuracy
 FE0107;SPC TN       -   151,570.      408,540.      MT  (+/- 180 meters Scaled)
 FE0107
 FE0107                          SUPERSEDED SURVEY CONTROL
 FE0107
 FE0107  NGVD 29 (??/??/??)  157.669  (m)          517.29   (f) ADJUSTED    1 2
 FE0107
 FE0107.Superseded values are not recommended for survey control.
 FE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0107.See file dsdata.txt to determine how the superseded data were derived.
 FE0107
 FE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE990491(NAD 83)
 FE0107_MARKER: DD = SURVEY DISK
 FE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0107_STAMPING: LHT 1458 1939
 FE0107_MARK LOGO: TVA   
 FE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0107+STABILITY: SURFACE MOTION
 FE0107
 FE0107  HISTORY     - Date     Condition        Report By
 FE0107  HISTORY     - 1939     MONUMENTED       TVA
 FE0107  HISTORY     - 1947     GOOD             CGS
 FE0107
 FE0107                          STATION DESCRIPTION
 FE0107
 FE0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0107'2.3 MI N FROM PARSONS.
 FE0107'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0107'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0107'ABOUT 0.1 MILE SOUTH OF THE CROSSROADS BAPTIST CHURCH AND
 FE0107'CEMETERY, 255 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FE0107'FENCE AROUND THE CEMETERY, 173 FEET WEST OF THE SOUTHWEST
 FE0107'CORNER OF MOUNT JOY SCHOOL, 30 FEET EAST OF THE CENTER LINE
 FE0107'OF THE HIGHWAY, 50 FEET NORTH OF A POWER POLE, 2 FEET SOUTH
 FE0107'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET HIGHER THAN THE
 FE0107'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FE0107'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0105 ***********************************************************************
 FE0105  DESIGNATION -  LHT 1459
 FE0105  PID         -  FE0105
 FE0105  STATE/COUNTY-  TN/DECATUR
 FE0105  USGS QUAD   -  JEANNETTE (1986)
 FE0105
 FE0105                         *CURRENT SURVEY CONTROL
 FE0105  ___________________________________________________________________
 FE0105* NAD 83(1986)-  35 42 00.     (N)    088 06 11.     (W)     SCALED    
 FE0105* NAVD 88     -       181.598  (meters)     595.79   (feet)  ADJUSTED  
 FE0105  ___________________________________________________________________
 FE0105  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0105  DYNAMIC HT  -         181.441 (meters)     595.28  (feet)  COMP
 FE0105  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 FE0105
 FE0105  VERT ORDER  -  FIRST     CLASS II
 FE0105
 FE0105.The horizontal coordinates were scaled from a topographic map and have
 FE0105.an estimated accuracy of +/- 6 seconds.
 FE0105
 FE0105.The orthometric height was determined by differential leveling
 FE0105.and adjusted by the National Geodetic Survey in June 1991..
 FE0105
 FE0105.The geoid height was determined by GEOID03.
 FE0105
 FE0105.The dynamic height is computed by dividing the NAVD 88
 FE0105.geopotential number by the normal gravity value computed on the
 FE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0105.degrees latitude (g = 980.6199 gals.).
 FE0105
 FE0105.The modeled gravity was interpolated from observed gravity values.
 FE0105
 FE0105;                    North         East    Units  Estimated Accuracy
 FE0105;SPC TN       -   153,680.      409,690.      MT  (+/- 180 meters Scaled)
 FE0105
 FE0105                          SUPERSEDED SURVEY CONTROL
 FE0105
 FE0105  NGVD 29 (??/??/??)  181.615  (m)          595.85   (f) ADJUSTED    1 2
 FE0105
 FE0105.Superseded values are not recommended for survey control.
 FE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0105.See file dsdata.txt to determine how the superseded data were derived.
 FE0105
 FE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE002512(NAD 83)
 FE0105_MARKER: DD = SURVEY DISK
 FE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0105_STAMPING: LHT 1459 1939
 FE0105_MARK LOGO: TVA   
 FE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0105+STABILITY: SURFACE MOTION
 FE0105
 FE0105  HISTORY     - Date     Condition        Report By
 FE0105  HISTORY     - 1939     MONUMENTED       TVA
 FE0105  HISTORY     - 1947     GOOD             CGS
 FE0105
 FE0105                          STATION DESCRIPTION
 FE0105
 FE0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0105'4 MI N FROM PARSONS.
 FE0105'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0105'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0105'153 FEET NORTH OF THE NORTHWEST CORNER OF MOUNT OAK SCHOOL,
 FE0105'54 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST DRIVEWAY
 FE0105'LEADING TO THE SCHOOL, 24 FEET SOUTHWEST OF THE CENTER LINE OF
 FE0105'THE HIGHWAY, 38 FEET NORTHEAST OF A 16-INCH OAK TREE, 2 FEET
 FE0105'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT LOWER
 FE0105'THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE0105'ABOUT 4 INCHES.  NOTE-- IN APRIL 1947, THE TOP OF THE POST WAS
 FE0105'BADLY CHIPPED BUT THE POST AND DISK WERE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0104 ***********************************************************************
 FE0104  DESIGNATION -  LHT 1460
 FE0104  PID         -  FE0104
 FE0104  STATE/COUNTY-  TN/DECATUR
 FE0104  USGS QUAD   -  JEANNETTE (1986)
 FE0104
 FE0104                         *CURRENT SURVEY CONTROL
 FE0104  ___________________________________________________________________
 FE0104* NAD 83(1986)-  35 42 42.     (N)    088 06 24.     (W)     SCALED    
 FE0104* NAVD 88     -       129.229  (meters)     423.98   (feet)  ADJUSTED  
 FE0104  ___________________________________________________________________
 FE0104  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0104  DYNAMIC HT  -         129.117 (meters)     423.61  (feet)  COMP
 FE0104  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 FE0104
 FE0104  VERT ORDER  -  FIRST     CLASS II
 FE0104
 FE0104.The horizontal coordinates were scaled from a topographic map and have
 FE0104.an estimated accuracy of +/- 6 seconds.
 FE0104
 FE0104.The orthometric height was determined by differential leveling
 FE0104.and adjusted by the National Geodetic Survey in June 1991..
 FE0104
 FE0104.The geoid height was determined by GEOID03.
 FE0104
 FE0104.The dynamic height is computed by dividing the NAVD 88
 FE0104.geopotential number by the normal gravity value computed on the
 FE0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0104.degrees latitude (g = 980.6199 gals.).
 FE0104
 FE0104.The modeled gravity was interpolated from observed gravity values.
 FE0104
 FE0104;                    North         East    Units  Estimated Accuracy
 FE0104;SPC TN       -   154,980.      409,390.      MT  (+/- 180 meters Scaled)
 FE0104
 FE0104                          SUPERSEDED SURVEY CONTROL
 FE0104
 FE0104  NGVD 29 (??/??/??)  129.246  (m)          424.03   (f) ADJUSTED    1 2
 FE0104
 FE0104.Superseded values are not recommended for survey control.
 FE0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0104.See file dsdata.txt to determine how the superseded data were derived.
 FE0104
 FE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE998525(NAD 83)
 FE0104_MARKER: DD = SURVEY DISK
 FE0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0104_STAMPING: LHT 1460 1939
 FE0104_MARK LOGO: TVA   
 FE0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0104+STABILITY: SURFACE MOTION
 FE0104
 FE0104  HISTORY     - Date     Condition        Report By
 FE0104  HISTORY     - 1939     MONUMENTED       TVA
 FE0104  HISTORY     - 1947     GOOD             CGS
 FE0104
 FE0104                          STATION DESCRIPTION
 FE0104
 FE0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0104'5 MI N FROM PARSONS.
 FE0104'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0104'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS, ABOUT
 FE0104'2.2 MILES SOUTH OF THE STORE AT JEANNETTE, ABOUT 0.3 MILE SOUTH
 FE0104'OF THE BRIDGE OVER CUB CREEK, ABOUT 0.1 MILE NORTHEAST OF THE
 FE0104'JUNCTION OF A ROAD LEADING SOUTHWEST, IN THE EDGE OF A PRIVATE
 FE0104'CEMETERY, 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE
 FE0104'FRAME FARMHOUSE, 27 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FE0104'GARAGE, 52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 FE0104'NORTHEAST OF THE HEAD STONE OF THE W.B. DODSON GRAVE, 7 FEET
 FE0104'NORTHWEST OF A 42-INCH TREE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY,
 FE0104'AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1036 ***********************************************************************
 FD1036  DESIGNATION -  LHT 1468
 FD1036  PID         -  FD1036
 FD1036  STATE/COUNTY-  TN/PERRY
 FD1036  USGS QUAD   -  CLIFTON (1972)
 FD1036
 FD1036                         *CURRENT SURVEY CONTROL
 FD1036  ___________________________________________________________________
 FD1036* NAD 83(1986)-  35 28 14.     (N)    087 57 19.     (W)     SCALED    
 FD1036* NAVD 88     -       124.108  (meters)     407.18   (feet)  ADJUSTED  
 FD1036  ___________________________________________________________________
 FD1036  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1036  DYNAMIC HT  -         123.994 (meters)     406.80  (feet)  COMP
 FD1036  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FD1036
 FD1036  VERT ORDER  -  FIRST     CLASS II
 FD1036
 FD1036.The horizontal coordinates were scaled from a topographic map and have
 FD1036.an estimated accuracy of +/- 6 seconds.
 FD1036
 FD1036.The orthometric height was determined by differential leveling
 FD1036.and adjusted by the National Geodetic Survey in June 1991..
 FD1036
 FD1036.The geoid height was determined by GEOID03.
 FD1036
 FD1036.The dynamic height is computed by dividing the NAVD 88
 FD1036.geopotential number by the normal gravity value computed on the
 FD1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1036.degrees latitude (g = 980.6199 gals.).
 FD1036
 FD1036.The modeled gravity was interpolated from observed gravity values.
 FD1036
 FD1036;                    North         East    Units  Estimated Accuracy
 FD1036;SPC TN       -   127,950.      422,550.      MT  (+/- 180 meters Scaled)
 FD1036
 FD1036                          SUPERSEDED SURVEY CONTROL
 FD1036
 FD1036  NGVD 29 (??/??/92)  124.116  (m)          407.20   (f) ADJ UNCH    1 2
 FD1036
 FD1036.Superseded values are not recommended for survey control.
 FD1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1036.See file dsdata.txt to determine how the superseded data were derived.
 FD1036
 FD1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE133256(NAD 83)
 FD1036_MARKER: DD = SURVEY DISK
 FD1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1036_STAMPING: LHT 1468 1939
 FD1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1036+STABILITY: SURFACE MOTION
 FD1036
 FD1036  HISTORY     - Date     Condition        Report By
 FD1036  HISTORY     - 1939     MONUMENTED       TVA
 FD1036  HISTORY     - 1950     GOOD             NGS
 FD1036
 FD1036                          STATION DESCRIPTION
 FD1036
 FD1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1036'8.4 MI NE FROM CLIFTON.
 FD1036'IN PERRY COUNTY, 8.4 MILES NORTHEAST ALONG THE LINDEN ROAD FROM
 FD1036'THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, AT ANTIOCH METHODIST
 FD1036'CHURCH, 104 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING,
 FD1036'44 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 73 FEET EAST OF
 FD1036'THE SOUTHEAST CORNER OF A 12-FOOT WOODEN BRIDGE ON THE ROAD, 33
 FD1036'FEET NORTH OF A TRIANGULAR-BLAZED 16-INCH TREE, 2 FEET NORTHEAST
 FD1036'OF A WHITE WOODEN WITNESS POST, 2 FEET SOUTH OF A STEEL POST, AND
 FD1036'LEVEL WITH THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FD1036'DISK, STAMPED LHT 1468 1939 AND SET IN THE TOP OF A CONCRETE
 FD1036'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1037 ***********************************************************************
 FD1037  DESIGNATION -  LHT 1469
 FD1037  PID         -  FD1037
 FD1037  STATE/COUNTY-  TN/PERRY
 FD1037  USGS QUAD   -  CLIFTON (1972)
 FD1037
 FD1037                         *CURRENT SURVEY CONTROL
 FD1037  ___________________________________________________________________
 FD1037* NAD 83(1986)-  35 27 51.     (N)    087 57 50.     (W)     SCALED    
 FD1037* NAVD 88     -       138.435  (meters)     454.18   (feet)  ADJUSTED  
 FD1037  ___________________________________________________________________
 FD1037  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FD1037  DYNAMIC HT  -         138.308 (meters)     453.77  (feet)  COMP
 FD1037  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 FD1037
 FD1037  VERT ORDER  -  FIRST     CLASS II
 FD1037
 FD1037.The horizontal coordinates were scaled from a topographic map and have
 FD1037.an estimated accuracy of +/- 6 seconds.
 FD1037
 FD1037.The orthometric height was determined by differential leveling
 FD1037.and adjusted by the National Geodetic Survey in June 1991..
 FD1037
 FD1037.The geoid height was determined by GEOID03.
 FD1037
 FD1037.The dynamic height is computed by dividing the NAVD 88
 FD1037.geopotential number by the normal gravity value computed on the
 FD1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1037.degrees latitude (g = 980.6199 gals.).
 FD1037
 FD1037.The modeled gravity was interpolated from observed gravity values.
 FD1037
 FD1037;                    North         East    Units  Estimated Accuracy
 FD1037;SPC TN       -   127,250.      421,760.      MT  (+/- 180 meters Scaled)
 FD1037
 FD1037                          SUPERSEDED SURVEY CONTROL
 FD1037
 FD1037  NGVD 29 (??/??/92)  138.443  (m)          454.21   (f) ADJ UNCH    1 2
 FD1037
 FD1037.Superseded values are not recommended for survey control.
 FD1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1037.See file dsdata.txt to determine how the superseded data were derived.
 FD1037
 FD1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE125249(NAD 83)
 FD1037_MARKER: DD = SURVEY DISK
 FD1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1037_STAMPING: LHT 1469 1939
 FD1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1037+STABILITY: SURFACE MOTION
 FD1037
 FD1037  HISTORY     - Date     Condition        Report By
 FD1037  HISTORY     - 1939     MONUMENTED       TVA
 FD1037  HISTORY     - 1950     GOOD             NGS
 FD1037
 FD1037                          STATION DESCRIPTION
 FD1037
 FD1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1037'7.6 MI NE FROM CLIFTON.
 FD1037'IN PERRY COUNTY, 7.6 MILES NORTHEAST ALONG THE LINDEN ROAD FROM
 FD1037'THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, 0.8 MILE SOUTHWEST
 FD1037'OF THE ANTIOCH METHODIST CHURCH, 0.6 MILE NORTH OF THE PERRY-WAYNE
 FD1037'COUNTY LINE, 0.1 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD
 FD1037'LEADING NORTHWEST, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FD1037'ROAD, 47 FEET NORTHEAST OF A TRIANGULAR-BLAZED 8-INCH CEDAR
 FD1037'TREE, 7 FEET SOUTHEAST OF A BLAZED 6-INCH CEDAR TREE, 2 FEET
 FD1037'NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET SOUTH OF A STEEL
 FD1037'POST WITH A CONTROL-MARKER SIGN, AND LEVEL WITH THE ROAD.  A
 FD1037'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 1469 1939
 FD1037'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 FD1037'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1965 ***********************************************************************
 GA1965  DESIGNATION -  LHT 147
 GA1965  PID         -  GA1965
 GA1965  STATE/COUNTY-  TN/JEFFERSON
 GA1965  USGS QUAD   -  TALBOTT (1980)
 GA1965
 GA1965                         *CURRENT SURVEY CONTROL
 GA1965  ___________________________________________________________________
 GA1965* NAD 83(1986)-  36 08 49.     (N)    083 24 33.     (W)     SCALED    
 GA1965* NAVD 88     -       372.02   (+/-2cm)    1220.5    (feet)  VERTCON   
 GA1965  ___________________________________________________________________
 GA1965  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1965
 GA1965  VERT ORDER  -  ? (See Below)
 GA1965
 GA1965.The horizontal coordinates were scaled from a topographic map and have
 GA1965.an estimated accuracy of +/- 6 seconds.
 GA1965
 GA1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1965.The vertical order pertains to the NGVD 29 superseded value.
 GA1965
 GA1965.The geoid height was determined by GEOID03.
 GA1965
 GA1965;                    North         East    Units  Estimated Accuracy
 GA1965;SPC TN       -   204,310.      833,130.      MT  (+/- 180 meters Scaled)
 GA1965
 GA1965                          SUPERSEDED SURVEY CONTROL
 GA1965
 GA1965  NGVD 29 (??/??/92)  372.150  (m)         1220.96   (f) ADJ UNCH    ?  
 GA1965
 GA1965.Superseded values are not recommended for survey control.
 GA1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1965.See file dsdata.txt to determine how the superseded data were derived.
 GA1965
 GA1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA832029(NAD 83)
 GA1965_MARKER: DD = SURVEY DISK
 GA1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1965+STABILITY: SURFACE MOTION
 GA1965
 GA1965  HISTORY     - Date     Condition        Report By
 GA1965  HISTORY     - UNK      MONUMENTED       TVA
 GA1965  HISTORY     - 1936     GOOD             TVA
 GA1965
 GA1965                          STATION DESCRIPTION
 GA1965
 GA1965'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1965'0.5 MI SE FROM TALBOTT.
 GA1965'0.5 MILE SOUTHEAST ALONG A COUNTY ROAD FROM TALBOTT, JEFFERSON
 GA1965'COUNTY, 0.2 MILE NORTHWEST OF TALBOTT SCHOOL, AT THE JUNCTION
 GA1965'OF A ROAD LEADING EAST, ON THE PROPERTY OF MRS. R.V. COILE, 100
 GA1965'FEET EAST OF THE ROAD INTERSECTION, 80 FEET SOUTHEAST OF A SMALL
 GA1965'BRIDGE ON THE ROAD LEADING TO CEDAR GROVE CEMETERY, 80.9 FEET
 GA1965'NORTHWEST OF A CHIMNEY, 25 FEET NORTHEAST OF A ROCK OUTCROP, 19.1
 GA1965'FEET EAST OF 14-INCH TWIN WHITE OAK TREES, IN AN OAK GROVE, AND
 GA1965'ON THE NORTH SIDE OF A WOOD PILE.  A TENNESSEE VALLEY AUTHORITY
 GA1965'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1966 ***********************************************************************
 GA1966  DESIGNATION -  LHT 148
 GA1966  PID         -  GA1966
 GA1966  STATE/COUNTY-  TN/JEFFERSON
 GA1966  USGS QUAD   -  TALBOTT (1980)
 GA1966
 GA1966                         *CURRENT SURVEY CONTROL
 GA1966  ___________________________________________________________________
 GA1966* NAD 83(1986)-  36 08 19.     (N)    083 24 28.     (W)     SCALED    
 GA1966* NAVD 88     -       364.37   (+/-2cm)    1195.4    (feet)  VERTCON   
 GA1966  ___________________________________________________________________
 GA1966  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA1966
 GA1966  VERT ORDER  -  ? (See Below)
 GA1966
 GA1966.The horizontal coordinates were scaled from a topographic map and have
 GA1966.an estimated accuracy of +/- 6 seconds.
 GA1966
 GA1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1966.The vertical order pertains to the NGVD 29 superseded value.
 GA1966
 GA1966.The geoid height was determined by GEOID03.
 GA1966
 GA1966;                    North         East    Units  Estimated Accuracy
 GA1966;SPC TN       -   203,390.      833,280.      MT  (+/- 180 meters Scaled)
 GA1966
 GA1966                          SUPERSEDED SURVEY CONTROL
 GA1966
 GA1966  NGVD 29 (??/??/92)  364.505  (m)         1195.88   (f) ADJ UNCH    ?  
 GA1966
 GA1966.Superseded values are not recommended for survey control.
 GA1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1966.See file dsdata.txt to determine how the superseded data were derived.
 GA1966
 GA1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA833020(NAD 83)
 GA1966_MARKER: DD = SURVEY DISK
 GA1966_SETTING: 66 = SET IN ROCK OUTCROP
 GA1966_SP_SET: ROCK OUTCROP
 GA1966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1966+STABILITY: POSITION/ELEVATION WELL
 GA1966
 GA1966  HISTORY     - Date     Condition        Report By
 GA1966  HISTORY     - UNK      MONUMENTED       TVA
 GA1966  HISTORY     - 1936     GOOD             TVA
 GA1966
 GA1966                          STATION DESCRIPTION
 GA1966
 GA1966'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1966'1 MI SE FROM TALBOTT.
 GA1966'1.0 MILE SOUTHEAST ALONG THE EDNA COUNTY ROAD FROM TALBOTT,
 GA1966'JEFFERSON COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING WEST,
 GA1966'ON THE CHARLIE SMITH PROPERTY, 400 FEET NORTH OF A ONE-STORY
 GA1966'FARMHOUSE, 375 FEET SOUTH OF ANOTHER ONE-STORY FARMHOUSE, 125 FEET
 GA1966'SOUTHEAST OF A THIRD ONE-STORY FARMHOUSE, 75 FEET NORTHWEST OF
 GA1966'A SINK, 60 FEET SOUTH OF ANOTHER SINK, 50 FEET EAST OF THE ROAD
 GA1966'JUNCTION, 14.4 FEET SOUTHEAST OF A 32-INCH FORKED WHITE OAK TREE,
 GA1966'15 FEET NORTHWEST OF A 40-INCH RED OAK STUMP, 11.4 FEET NORTHEAST
 GA1966'OF A 22-INCH WHITE OAK TREE BESIDE A 10-INCH WHITE OAK TREE, ON
 GA1966'THE EAST SIDE OF THE COUNTY ROAD, IN A WOODS, AND IN THE TOP OF
 GA1966'A ROCK OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1121 ***********************************************************************
 FD1121  DESIGNATION -  LHT 1482
 FD1121  PID         -  FD1121
 FD1121  STATE/COUNTY-  TN/HUMPHREYS
 FD1121  USGS QUAD   -  DANIELS LANDING (1992)
 FD1121
 FD1121                         *CURRENT SURVEY CONTROL
 FD1121  ___________________________________________________________________
 FD1121* NAD 83(1986)-  35 52 12.     (N)    087 52 45.     (W)     SCALED    
 FD1121* NAVD 88     -       136.369  (meters)     447.40   (feet)  ADJUSTED  
 FD1121  ___________________________________________________________________
 FD1121  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD1121  DYNAMIC HT  -         136.252 (meters)     447.02  (feet)  COMP
 FD1121  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 FD1121
 FD1121  VERT ORDER  -  SECOND    CLASS 0
 FD1121
 FD1121.The horizontal coordinates were scaled from a topographic map and have
 FD1121.an estimated accuracy of +/- 6 seconds.
 FD1121
 FD1121.The orthometric height was determined by differential leveling
 FD1121.and adjusted by the National Geodetic Survey in June 1991..
 FD1121
 FD1121.The geoid height was determined by GEOID03.
 FD1121
 FD1121.The dynamic height is computed by dividing the NAVD 88
 FD1121.geopotential number by the normal gravity value computed on the
 FD1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1121.degrees latitude (g = 980.6199 gals.).
 FD1121
 FD1121.The modeled gravity was interpolated from observed gravity values.
 FD1121
 FD1121;                    North         East    Units  Estimated Accuracy
 FD1121;SPC TN       -   172,120.      430,310.      MT  (+/- 180 meters Scaled)
 FD1121
 FD1121                          SUPERSEDED SURVEY CONTROL
 FD1121
 FD1121  NGVD 29 (??/??/92)  136.404  (m)          447.52   (f) ADJ UNCH    2 0
 FD1121
 FD1121.Superseded values are not recommended for survey control.
 FD1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1121.See file dsdata.txt to determine how the superseded data were derived.
 FD1121
 FD1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE206698(NAD 83)
 FD1121_MARKER: DD = SURVEY DISK
 FD1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1121_STAMPING: LHT 1482 1940
 FD1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1121+STABILITY: SURFACE MOTION
 FD1121
 FD1121  HISTORY     - Date     Condition        Report By
 FD1121  HISTORY     - 1940     MONUMENTED       CGS
 FD1121  HISTORY     - 1967     GOOD             NGS
 FD1121
 FD1121                          STATION DESCRIPTION
 FD1121
 FD1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1121'5.8 MI SW FROM BUFFALO.
 FD1121'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9
 FD1121'MILES NORTH OF LOBELVILLE ON STATE ROUTE 13, GO SOUTH ON STATE
 FD1121'ROUTE 13 FOR 0.95 MILE, THENCE RIGHT, WEST, ON A GRAVELED ROAD
 FD1121'FOR 0.35 MILE TO A T ROAD RIGHT, THENCE STRAIGHT AHEAD ON
 FD1121'GRAVELED ROAD FOR 0.25 MILE TO A NEW CONCRETE BRIDGE OVER BUFFALO
 FD1121'RIVER.  HERE TURN LEFT ACROSS BRIDGE AND GO SOUTHWESTERLY AND
 FD1121'WEST ON A GRAVELED ROAD FOR 4.25 MILES TO THE MARK ON THE
 FD1121'RIGHT AS DESCRIBED.  IT IS 49 FEET NORTHEAST OF THE NORTH END
 FD1121'OF A 20-INCH CONCRETE CULVERT UNDER THE ROAD, 32 FEET NORTH OF
 FD1121'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 13 FEET SOUTH OF A
 FD1121'PEACH TREE, 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN,
 FD1121'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  IT IS T.V.A.
 FD1121'BENCH MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 FD1121'MONUMENT THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 FD1121'LHT 1482 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1967 ***********************************************************************
 GA1967  DESIGNATION -  LHT 149
 GA1967  PID         -  GA1967
 GA1967  STATE/COUNTY-  TN/JEFFERSON
 GA1967  USGS QUAD   -  TALBOTT (1980)
 GA1967
 GA1967                         *CURRENT SURVEY CONTROL
 GA1967  ___________________________________________________________________
 GA1967* NAD 83(1986)-  36 07 56.     (N)    083 24 08.     (W)     SCALED    
 GA1967* NAVD 88     -       370.72   (+/-2cm)    1216.3    (feet)  VERTCON   
 GA1967  ___________________________________________________________________
 GA1967  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA1967
 GA1967  VERT ORDER  -  ? (See Below)
 GA1967
 GA1967.The horizontal coordinates were scaled from a topographic map and have
 GA1967.an estimated accuracy of +/- 6 seconds.
 GA1967
 GA1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1967.The vertical order pertains to the NGVD 29 superseded value.
 GA1967
 GA1967.The geoid height was determined by GEOID03.
 GA1967
 GA1967;                    North         East    Units  Estimated Accuracy
 GA1967;SPC TN       -   202,690.      833,800.      MT  (+/- 180 meters Scaled)
 GA1967
 GA1967                          SUPERSEDED SURVEY CONTROL
 GA1967
 GA1967  NGVD 29 (??/??/92)  370.855  (m)         1216.71   (f) ADJ UNCH    ?  
 GA1967
 GA1967.Superseded values are not recommended for survey control.
 GA1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1967.See file dsdata.txt to determine how the superseded data were derived.
 GA1967
 GA1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA838012(NAD 83)
 GA1967_MARKER: DD = SURVEY DISK
 GA1967_SETTING: 0 = UNSPECIFIED SETTING
 GA1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1967
 GA1967  HISTORY     - Date     Condition        Report By
 GA1967  HISTORY     - UNK      MONUMENTED       TVA
 GA1967  HISTORY     - 1936     GOOD             TVA
 GA1967  HISTORY     - 1978     POOR             TVA
 GA1967
 GA1967                          STATION DESCRIPTION
 GA1967
 GA1967'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1967'1.5 MI SE FROM TALBOTT.
 GA1967'1.5 MILES SOUTHEAST ALONG THE EDNA COUNTY ROAD FROM TALBOTT,
 GA1967'JEFFERSON COUNTY, 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING
 GA1967'WEST TO MT. PLEASANT CHURCH, AT THE JUNCTION OF A ROAD LEADING
 GA1967'EAST, ON THE NORTHEAST AND SOUTHWEST PROPERTY LINE BETWEEN THE
 GA1967'J.B. LINE AND J.W. COLLETT FARMS, 700 FEET NORTHWEST OF A TALL
 GA1967'BARN, 400 FEET NORTHWEST OF A ONE AND ONE HALF STORY FARMHOUSE,
 GA1967'175 FEET SOUTHWEST OF A ONE STORY STORE BUILDING, 130 FEET
 GA1967'SOUTHWEST OF THE ROAD INTERSECTION, 68.5 FEET NORTHEAST OF A
 GA1967'10-INCH MULBERRY TREE, ON THE WEST SIDE OF THE COUNTY ROAD, IN
 GA1967'A ROW OF CEDAR TREES, AND AT THE BASE OF AN 8-INCH TALL CEDAR
 GA1967'TREE ON THE PROPERTY LINE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA1967'DISK.
 GA1967
 GA1967                          STATION RECOVERY (1978)
 GA1967
 GA1967'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1967'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0098 ***********************************************************************
 FE0098  DESIGNATION -  LHT 1494
 FE0098  PID         -  FE0098
 FE0098  STATE/COUNTY-  TN/DECATUR
 FE0098  USGS QUAD   -  SUGAR TREE (1986)
 FE0098
 FE0098                         *CURRENT SURVEY CONTROL
 FE0098  ___________________________________________________________________
 FE0098* NAD 83(1986)-  35 46 15.     (N)    088 04 04.     (W)     SCALED    
 FE0098* NAVD 88     -       169.495  (meters)     556.08   (feet)  ADJUSTED  
 FE0098  ___________________________________________________________________
 FE0098  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0098  DYNAMIC HT  -         169.348 (meters)     555.60  (feet)  COMP
 FE0098  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 FE0098
 FE0098  VERT ORDER  -  FIRST     CLASS II
 FE0098
 FE0098.The horizontal coordinates were scaled from a topographic map and have
 FE0098.an estimated accuracy of +/- 6 seconds.
 FE0098
 FE0098.The orthometric height was determined by differential leveling
 FE0098.and adjusted by the National Geodetic Survey in June 1991..
 FE0098
 FE0098.The geoid height was determined by GEOID03.
 FE0098
 FE0098.The dynamic height is computed by dividing the NAVD 88
 FE0098.geopotential number by the normal gravity value computed on the
 FE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0098.degrees latitude (g = 980.6199 gals.).
 FE0098
 FE0098.The modeled gravity was interpolated from observed gravity values.
 FE0098
 FE0098;                    North         East    Units  Estimated Accuracy
 FE0098;SPC TN       -   161,460.      413,050.      MT  (+/- 180 meters Scaled)
 FE0098
 FE0098                          SUPERSEDED SURVEY CONTROL
 FE0098
 FE0098  NGVD 29 (??/??/??)  169.514  (m)          556.15   (f) ADJUSTED    1 2
 FE0098
 FE0098.Superseded values are not recommended for survey control.
 FE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0098.See file dsdata.txt to determine how the superseded data were derived.
 FE0098
 FE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE034590(NAD 83)
 FE0098_MARKER: DD = SURVEY DISK
 FE0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0098_STAMPING: LHT 1494 1940
 FE0098_MARK LOGO: TVA   
 FE0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0098+STABILITY: SURFACE MOTION
 FE0098
 FE0098  HISTORY     - Date     Condition        Report By
 FE0098  HISTORY     - 1940     MONUMENTED       TVA
 FE0098  HISTORY     - 1947     GOOD             CGS
 FE0098  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0098
 FE0098                          STATION DESCRIPTION
 FE0098
 FE0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0098'10.4 MI N FROM PARSONS.
 FE0098'ABOUT 10.4 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0098'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0098'ABOUT 4.9 MILES SOUTHWEST OF THE POST OFFICE AT SUGAR TREE,
 FE0098'ABOUT 0.9 MILE NORTH OF A TURN IN THE HIGHWAY WITH TANGENTS
 FE0098'LEADING NORTH AND WEST, ABOUT 235 FEET NORTHWEST OF THE CENTER
 FE0098'OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, IN THE FRONT
 FE0098'YARD OF A HALF LOG AND HALF FRAME FARMHOUSE, 43 FEET SOUTHWEST
 FE0098'OF THE NORTHWEST CORNER OF THE HOUSE, 55 FEET WEST OF THE SOUTHEAST
 FE0098'CORNER OF THE HOUSE, 32 FEET NORTHEAST OF THE CENTER LINE OF THE
 FE0098'HIGHWAY, 6 FEET NORTHEAST OF A 14-INCH OAK TREE, 2 FEET NORTHWEST
 FE0098'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET HIGHER THAN THE
 FE0098'HIGHWAY, AND IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FE0098'THE GROUND.
 FE0098
 FE0098                          STATION RECOVERY (1972)
 FE0098
 FE0098'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0096 ***********************************************************************
 FE0096  DESIGNATION -  LHT 1495
 FE0096  PID         -  FE0096
 FE0096  STATE/COUNTY-  TN/DECATUR
 FE0096  USGS QUAD   -  SUGAR TREE (1986)
 FE0096
 FE0096                         *CURRENT SURVEY CONTROL
 FE0096  ___________________________________________________________________
 FE0096* NAD 83(1986)-  35 47 16.     (N)    088 04 09.     (W)     SCALED    
 FE0096* NAVD 88     -       174.493  (meters)     572.48   (feet)  ADJUSTED  
 FE0096  ___________________________________________________________________
 FE0096  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0096  DYNAMIC HT  -         174.341 (meters)     571.98  (feet)  COMP
 FE0096  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 FE0096
 FE0096  VERT ORDER  -  FIRST     CLASS II
 FE0096
 FE0096.The horizontal coordinates were scaled from a topographic map and have
 FE0096.an estimated accuracy of +/- 6 seconds.
 FE0096
 FE0096.The orthometric height was determined by differential leveling
 FE0096.and adjusted by the National Geodetic Survey in June 1991..
 FE0096
 FE0096.The geoid height was determined by GEOID03.
 FE0096
 FE0096.The dynamic height is computed by dividing the NAVD 88
 FE0096.geopotential number by the normal gravity value computed on the
 FE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0096.degrees latitude (g = 980.6199 gals.).
 FE0096
 FE0096.The modeled gravity was interpolated from observed gravity values.
 FE0096
 FE0096;                    North         East    Units  Estimated Accuracy
 FE0096;SPC TN       -   163,350.      412,960.      MT  (+/- 180 meters Scaled)
 FE0096
 FE0096                          SUPERSEDED SURVEY CONTROL
 FE0096
 FE0096  NGVD 29 (??/??/??)  174.512  (m)          572.54   (f) ADJUSTED    1 2
 FE0096
 FE0096.Superseded values are not recommended for survey control.
 FE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0096.See file dsdata.txt to determine how the superseded data were derived.
 FE0096
 FE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE033609(NAD 83)
 FE0096_MARKER: DD = SURVEY DISK
 FE0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0096_STAMPING: LHT 1495 1940
 FE0096_MARK LOGO: TVA   
 FE0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0096+STABILITY: SURFACE MOTION
 FE0096
 FE0096  HISTORY     - Date     Condition        Report By
 FE0096  HISTORY     - 1940     MONUMENTED       TVA
 FE0096  HISTORY     - 1947     GOOD             CGS
 FE0096  HISTORY     - 1972     GOOD             TVA
 FE0096
 FE0096                          STATION DESCRIPTION
 FE0096
 FE0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0096'11.7 MI N FROM PARSONS.
 FE0096'ABOUT 11.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0096'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0096'ABOUT 3.6 MILES SOUTHWEST OF THE POST OFFICE AT SUGAR TREE,
 FE0096'ABOUT 0.2 MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING
 FE0096'WEST, IN THE FRONT YARD OF THE J.R. DUNCAN RESIDENCE, 95 FEET
 FE0096'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 106 FEET
 FE0096'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 86 FEET NORTH
 FE0096'OF THE CENTER LINE OF THE NORTH DRIVEWAY LEADING TO THE HOUSE,
 FE0096'26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH
 FE0096'OF A WHITE WOODEN WITNESS POST, ABOUT 2-1/2 FEET HIGHER
 FE0096'THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 FE0096'ABOUT 4 INCHES.  NOTE-- 8.5 FT S OF 20 IN WHITE OAK, 28.0 FT N
 FE0096'OF 24 IN RED OAK, 40.0 FT E OF CENTERLINE BLACK TOP ROAD
 FE0096'(OLD 69 HWY).  TVA POST AND SIGN SET AT MARKER.
 FE0096
 FE0096                          STATION RECOVERY (1972)
 FE0096
 FE0096'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0095 ***********************************************************************
 FE0095  DESIGNATION -  LHT 1496
 FE0095  PID         -  FE0095
 FE0095  STATE/COUNTY-  TN/DECATUR
 FE0095  USGS QUAD   -  SUGAR TREE (1986)
 FE0095
 FE0095                         *CURRENT SURVEY CONTROL
 FE0095  ___________________________________________________________________
 FE0095* NAD 83(1986)-  35 48 03.     (N)    088 03 36.     (W)     SCALED    
 FE0095* NAVD 88     -       193.972  (meters)     636.39   (feet)  ADJUSTED  
 FE0095  ___________________________________________________________________
 FE0095  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE0095  DYNAMIC HT  -         193.803 (meters)     635.84  (feet)  COMP
 FE0095  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 FE0095
 FE0095  VERT ORDER  -  FIRST     CLASS II
 FE0095
 FE0095.The horizontal coordinates were scaled from a topographic map and have
 FE0095.an estimated accuracy of +/- 6 seconds.
 FE0095
 FE0095.The orthometric height was determined by differential leveling
 FE0095.and adjusted by the National Geodetic Survey in June 1991..
 FE0095
 FE0095.The geoid height was determined by GEOID03.
 FE0095
 FE0095.The dynamic height is computed by dividing the NAVD 88
 FE0095.geopotential number by the normal gravity value computed on the
 FE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0095.degrees latitude (g = 980.6199 gals.).
 FE0095
 FE0095.The modeled gravity was interpolated from observed gravity values.
 FE0095
 FE0095;                    North         East    Units  Estimated Accuracy
 FE0095;SPC TN       -   164,780.      413,820.      MT  (+/- 180 meters Scaled)
 FE0095
 FE0095                          SUPERSEDED SURVEY CONTROL
 FE0095
 FE0095  NGVD 29 (??/??/??)  193.991  (m)          636.45   (f) ADJUSTED    1 2
 FE0095
 FE0095.Superseded values are not recommended for survey control.
 FE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0095.See file dsdata.txt to determine how the superseded data were derived.
 FE0095
 FE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE042623(NAD 83)
 FE0095_MARKER: DD = SURVEY DISK
 FE0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0095_STAMPING: LHT 1496 1940
 FE0095_MARK LOGO: TVA   
 FE0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0095+STABILITY: SURFACE MOTION
 FE0095
 FE0095  HISTORY     - Date     Condition        Report By
 FE0095  HISTORY     - 1940     MONUMENTED       TVA
 FE0095  HISTORY     - 1947     GOOD             CGS
 FE0095  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0095
 FE0095                          STATION DESCRIPTION
 FE0095
 FE0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0095'12.8 MI N FROM PARSONS.
 FE0095'ABOUT 12.8 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0095'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0095'ABOUT 2.5 MILES SOUTHWEST OF THE POST OFFICE AT SUGAR TREE, AT
 FE0095'THE INTERSECTION OF A NORTHWEST-AND-SOUTHEAST GRAVEL ROAD, 33
 FE0095'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 FE0095'NORTHEAST OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTHWEST
 FE0095'OF A 6-INCH BLAZED OAK TREE, 19 FEET NORTHWEST OF AN 8-INCH
 FE0095'BLAZED OAK TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 FE0095'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 FE0095'CONCRETE POST PROJECTING ABOUT 2 INCHES.
 FE0095
 FE0095                          STATION RECOVERY (1972)
 FE0095
 FE0095'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1968 ***********************************************************************
 GA1968  DESIGNATION -  LHT 150
 GA1968  PID         -  GA1968
 GA1968  STATE/COUNTY-  TN/JEFFERSON
 GA1968  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1968
 GA1968                         *CURRENT SURVEY CONTROL
 GA1968  ___________________________________________________________________
 GA1968* NAD 83(1986)-  36 07 08.     (N)    083 24 00.     (W)     SCALED    
 GA1968* NAVD 88     -       404.88   (+/-2cm)    1328.3    (feet)  VERTCON   
 GA1968  ___________________________________________________________________
 GA1968  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA1968
 GA1968  VERT ORDER  -  ? (See Below)
 GA1968
 GA1968.The horizontal coordinates were scaled from a topographic map and have
 GA1968.an estimated accuracy of +/- 6 seconds.
 GA1968
 GA1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1968.The vertical order pertains to the NGVD 29 superseded value.
 GA1968
 GA1968.The geoid height was determined by GEOID03.
 GA1968
 GA1968;                    North         East    Units  Estimated Accuracy
 GA1968;SPC TN       -   201,220.      834,040.      MT  (+/- 180 meters Scaled)
 GA1968
 GA1968                          SUPERSEDED SURVEY CONTROL
 GA1968
 GA1968  NGVD 29 (??/??/92)  405.015  (m)         1328.79   (f) ADJ UNCH    ?  
 GA1968
 GA1968.Superseded values are not recommended for survey control.
 GA1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1968.See file dsdata.txt to determine how the superseded data were derived.
 GA1968
 GA1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV839998(NAD 83)
 GA1968_MARKER: DD = SURVEY DISK
 GA1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1968+STABILITY: SURFACE MOTION
 GA1968
 GA1968  HISTORY     - Date     Condition        Report By
 GA1968  HISTORY     - UNK      MONUMENTED       TVA
 GA1968  HISTORY     - 1936     GOOD             TVA
 GA1968
 GA1968                          STATION DESCRIPTION
 GA1968
 GA1968'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1968'2.5 MI SE FROM TALBOTT.
 GA1968'2.5 MILES SOUTHEAST ALONG THE EDNA COUNTY ROAD FROM TALBOTT,
 GA1968'JEFFERSON COUNTY, 1.7 MILES NORTHWEST OF EDNA, AT THE JUNCTION
 GA1968'OF A ROAD LEADING NORTHWEST, IN THE NORTHWEST CORNER OF THE
 GA1968'INTERSECTION, ON THE W.J. QUARLES PROPERTY, 800 FEET NORTHWEST
 GA1968'OF A TWO-STORY FARMHOUSE, 650 FEET SOUTHWEST OF A LARGE BARN, 450
 GA1968'FEET EAST OF A ONE STORY FARMHOUSE, 350 FEET NORTHWEST OF THE
 GA1968'ROAD INTERSECTION, 100 FEET NORTHWEST OF A SMALL POND, 55.8 FEET
 GA1968'SOUTHEAST OF THE WEST CORNER OF A BARN, 37.5 FEET NORTH OF THE
 GA1968'NORTH CORNER OF ANOTHER BARN, 28.9 FEET NORTHEAST OF A WELL, IN
 GA1968'A BARN LOT, AND ON THE NORTHWEST-AND-SOUTHEAST FENCE LINE.
 GA1968'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A
 GA1968'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1970 ***********************************************************************
 GA1970  DESIGNATION -  LHT 151
 GA1970  PID         -  GA1970
 GA1970  STATE/COUNTY-  TN/JEFFERSON
 GA1970  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1970
 GA1970                         *CURRENT SURVEY CONTROL
 GA1970  ___________________________________________________________________
 GA1970* NAD 83(1986)-  36 06 10.     (N)    083 22 36.     (W)     SCALED    
 GA1970* NAVD 88     -       421.43   (+/-2cm)    1382.6    (feet)  VERTCON   
 GA1970  ___________________________________________________________________
 GA1970  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA1970
 GA1970  VERT ORDER  -  ? (See Below)
 GA1970
 GA1970.The horizontal coordinates were scaled from a topographic map and have
 GA1970.an estimated accuracy of +/- 6 seconds.
 GA1970
 GA1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1970.The vertical order pertains to the NGVD 29 superseded value.
 GA1970
 GA1970.The geoid height was determined by GEOID03.
 GA1970
 GA1970;                    North         East    Units  Estimated Accuracy
 GA1970;SPC TN       -   199,490.      836,180.      MT  (+/- 180 meters Scaled)
 GA1970
 GA1970                          SUPERSEDED SURVEY CONTROL
 GA1970
 GA1970  NGVD 29 (??/??/92)  421.571  (m)         1383.10   (f) ADJ UNCH    ?  
 GA1970
 GA1970.Superseded values are not recommended for survey control.
 GA1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1970.See file dsdata.txt to determine how the superseded data were derived.
 GA1970
 GA1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV860979(NAD 83)
 GA1970_MARKER: DD = SURVEY DISK
 GA1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1970+STABILITY: SURFACE MOTION
 GA1970
 GA1970  HISTORY     - Date     Condition        Report By
 GA1970  HISTORY     - UNK      MONUMENTED       TVA
 GA1970  HISTORY     - 1936     GOOD             TVA
 GA1970
 GA1970                          STATION DESCRIPTION
 GA1970
 GA1970'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1970'AT EDNA.
 GA1970'AT EDNA, JEFFERSON COUNTY, AT THE INTERSECTION OF THE TALBOTT
 GA1970'COUNTY ROAD AND THE CHESTNUT GROVE SCHOOL ANDERSON MILL COUNTY
 GA1970'ROAD, IN THE SOUTH CORNER OF THE CROSSROADS, 160 FEET SOUTHWEST
 GA1970'OF POLE 5603, 130 FEET SOUTH OF POLE 5604, 160 FEET SOUTHWEST
 GA1970'OF A ONE STORY STORE IN A LOCUST GROVE AT THE CROSSROADS, ON THE
 GA1970'JANE HAMILTON PROPERTY, 68.9 FEET WEST OF THE NORTHWEST CORNER OF
 GA1970'THE ONE STORY FARMHOUSE, 44.7 FEET NORTHWEST OF THE SOUTHWEST
 GA1970'CORNER, AT THE SOUTHWEST EDGE OF A LOCUST GROVE AROUND THE
 GA1970'FARMHOUSE, 25 FEET SOUTHEAST ALONG A BROAD FENCE FROM A FENCE
 GA1970'CORNER, 10 FEET SOUTH OF A 20-INCH LOCUST TREE, AND IN THE
 GA1970'BOARD-FENCE LINE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA1970'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1971 ***********************************************************************
 GA1971  DESIGNATION -  LHT 152
 GA1971  PID         -  GA1971
 GA1971  STATE/COUNTY-  TN/JEFFERSON
 GA1971  USGS QUAD   -  RANKIN (1980)
 GA1971
 GA1971                         *CURRENT SURVEY CONTROL
 GA1971  ___________________________________________________________________
 GA1971* NAD 83(1986)-  36 06 28.     (N)    083 11 42.     (W)     SCALED    
 GA1971* NAVD 88     -       390.84   (+/-2cm)    1282.3    (feet)  VERTCON   
 GA1971  ___________________________________________________________________
 GA1971  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA1971
 GA1971  VERT ORDER  -  ? (See Below)
 GA1971
 GA1971.The horizontal coordinates were scaled from a topographic map and have
 GA1971.an estimated accuracy of +/- 6 seconds.
 GA1971
 GA1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1971.The vertical order pertains to the NGVD 29 superseded value.
 GA1971
 GA1971.The geoid height was determined by GEOID03.
 GA1971
 GA1971;                    North         East    Units  Estimated Accuracy
 GA1971;SPC TN       -   200,490.      852,520.      MT  (+/- 180 meters Scaled)
 GA1971
 GA1971                          SUPERSEDED SURVEY CONTROL
 GA1971
 GA1971  NGVD 29 (??/??/92)  390.984  (m)         1282.75   (f) ADJ UNCH    ?  
 GA1971
 GA1971.Superseded values are not recommended for survey control.
 GA1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1971.See file dsdata.txt to determine how the superseded data were derived.
 GA1971
 GA1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV024981(NAD 83)
 GA1971_MARKER: DD = SURVEY DISK
 GA1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1971+STABILITY: SURFACE MOTION
 GA1971
 GA1971  HISTORY     - Date     Condition        Report By
 GA1971  HISTORY     - UNK      MONUMENTED       TVA
 GA1971  HISTORY     - 1936     GOOD             TVA
 GA1971
 GA1971                          STATION DESCRIPTION
 GA1971
 GA1971'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1971'1 MI NE FROM EDNA.
 GA1971'1.0 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE CROSSROADS AT
 GA1971'EDNA, JEFFERSON COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH,
 GA1971'IN THE SOUTHWEST CORNER OF THE JUNCTION, 260 FEET SOUTHEAST OF
 GA1971'A BRIDGE, ON THE ROSS LEMONDS PROPERTY, 160 FEET SOUTH OF THE
 GA1971'ONE STORY FARMHOUSE, 130 FEET EAST OF A BARN WITH A COMPOSITION
 GA1971'ROOF, 130 FEET SOUTHEAST OF POLE 556, 125 FEET SOUTHWEST OF POLE
 GA1971'4, 125 FEET SOUTH OF THE ROAD INTERSECTION, 93.6 FEET EAST OF THE
 GA1971'SOUTHEAST CORNER OF A TIN-ROOFED BARN, 88.6 FEET NORTHEAST ALONG
 GA1971'A FENCE LINE FROM THE SOUTHWEST CORNER OF A TIN-ROOFED BARN, IN
 GA1971'THE FARM LOT, 80 FEET SOUTHWEST OF A FENCE CORNER, AND ON THE
 GA1971'FENCE LINE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN
 GA1971'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1972 ***********************************************************************
 GA1972  DESIGNATION -  LHT 153
 GA1972  PID         -  GA1972
 GA1972  STATE/COUNTY-  TN/JEFFERSON
 GA1972  USGS QUAD   -  WHITE PINE (1961)
 GA1972
 GA1972                         *CURRENT SURVEY CONTROL
 GA1972  ___________________________________________________________________
 GA1972* NAD 83(1986)-  36 06 31.     (N)    083 20 51.     (W)     SCALED    
 GA1972* NAVD 88     -       382.724  (meters)    1255.65   (feet)  ADJUSTED  
 GA1972  ___________________________________________________________________
 GA1972  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA1972  DYNAMIC HT  -         382.368 (meters)    1254.49  (feet)  COMP
 GA1972  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 GA1972
 GA1972  VERT ORDER  -  SECOND    CLASS 0
 GA1972
 GA1972.The horizontal coordinates were scaled from a topographic map and have
 GA1972.an estimated accuracy of +/- 6 seconds.
 GA1972
 GA1972.The orthometric height was determined by differential leveling
 GA1972.and adjusted by the National Geodetic Survey in June 1991..
 GA1972
 GA1972.The geoid height was determined by GEOID03.
 GA1972
 GA1972.The dynamic height is computed by dividing the NAVD 88
 GA1972.geopotential number by the normal gravity value computed on the
 GA1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1972.degrees latitude (g = 980.6199 gals.).
 GA1972
 GA1972.The modeled gravity was interpolated from observed gravity values.
 GA1972
 GA1972;                    North         East    Units  Estimated Accuracy
 GA1972;SPC TN       -   200,200.      838,790.      MT  (+/- 180 meters Scaled)
 GA1972
 GA1972                          SUPERSEDED SURVEY CONTROL
 GA1972
 GA1972  NGVD 29 (??/??/92)  382.873  (m)         1256.14   (f) ADJ UNCH    2 0
 GA1972
 GA1972.Superseded values are not recommended for survey control.
 GA1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1972.See file dsdata.txt to determine how the superseded data were derived.
 GA1972
 GA1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV886985(NAD 83)
 GA1972_MARKER: DD = SURVEY DISK
 GA1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1972_STAMPING: LHT 153 1935
 GA1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1972+STABILITY: SURFACE MOTION
 GA1972
 GA1972  HISTORY     - Date     Condition        Report By
 GA1972  HISTORY     - 1935     MONUMENTED       TVA
 GA1972  HISTORY     - 1961     GOOD             TVA
 GA1972
 GA1972                          STATION DESCRIPTION
 GA1972
 GA1972'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 GA1972'6.7 MI NW FROM WHITE PINE.
 GA1972'1.8 MILES EAST ALONG A COUNTY ROAD FROM THE CROSSROADS AT EDNA,
 GA1972'JEFFERSON COUNTY, 0.4 MILE SOUTHWEST OF KIMBROUGH CROSSROAD, AT
 GA1972'THE JUNCTION OF THE MORRISTOWN-DANDRIDGE COUNTY ROAD, 130 FEET
 GA1972'NORTHEAST OF THE JUNCTION, ON THE A.H. WILLIFORD PROPERTY, 175 FEET
 GA1972'NORTHEAST OF THE ONE-AND-ONE-HALF STORY FARMHOUSE, 60 FEET SOUTH
 GA1972'OF A SAWDUST PILE, NORTHWEST OF A SMALL SINK IN THE WOODS, 74.2
 GA1972'FEET NORTHWEST OF A 36-INCH FOUR-PRONGED WHITE OAK TREE, 50 FEET
 GA1972'EAST OF A FENCE CORNER, 15.4 FEET NORTHEAST OF A POLE 11, AND ON
 GA1972'THE EAST-AND-WEST FENCE LINE IN AN OLD ROADWAY AT THE CROSSING
 GA1972'OF A LINE OF POLES.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA1972'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1974 ***********************************************************************
 GA1974  DESIGNATION -  LHT 154
 GA1974  PID         -  GA1974
 GA1974  STATE/COUNTY-  TN/JEFFERSON
 GA1974  USGS QUAD   -  WHITE PINE (1961)
 GA1974
 GA1974                         *CURRENT SURVEY CONTROL
 GA1974  ___________________________________________________________________
 GA1974* NAD 83(1986)-  36 06 30.     (N)    083 20 09.     (W)     SCALED    
 GA1974* NAVD 88     -       368.91   (+/-2cm)    1210.3    (feet)  VERTCON   
 GA1974  ___________________________________________________________________
 GA1974  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA1974
 GA1974  VERT ORDER  -  ? (See Below)
 GA1974
 GA1974.The horizontal coordinates were scaled from a topographic map and have
 GA1974.an estimated accuracy of +/- 6 seconds.
 GA1974
 GA1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1974.The vertical order pertains to the NGVD 29 superseded value.
 GA1974
 GA1974.The geoid height was determined by GEOID03.
 GA1974
 GA1974;                    North         East    Units  Estimated Accuracy
 GA1974;SPC TN       -   200,200.      839,840.      MT  (+/- 180 meters Scaled)
 GA1974
 GA1974                          SUPERSEDED SURVEY CONTROL
 GA1974
 GA1974  NGVD 29 (??/??/92)  369.059  (m)         1210.82   (f) ADJ UNCH    ?  
 GA1974
 GA1974.Superseded values are not recommended for survey control.
 GA1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1974.See file dsdata.txt to determine how the superseded data were derived.
 GA1974
 GA1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV897984(NAD 83)
 GA1974_MARKER: DD = SURVEY DISK
 GA1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1974+STABILITY: SURFACE MOTION
 GA1974
 GA1974  HISTORY     - Date     Condition        Report By
 GA1974  HISTORY     - UNK      MONUMENTED       TVA
 GA1974  HISTORY     - 1936     GOOD             TVA
 GA1974
 GA1974                          STATION DESCRIPTION
 GA1974
 GA1974'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1974'2.8 MI W FROM WHITE PINE.
 GA1974'2.8 MILES (AIRLINE) WEST OF WHITE PINE, JEFFERSON COUNTY, 0.5
 GA1974'MILE SOUTHEAST OF KIMBROUGH CROSSROAD, ON THE J.W. SARTAIN PROPERTY,
 GA1974'ON THE SOUTHWEST SIDE OF THE COUNTY ROAD, IN THE SOUTHEAST CORNER
 GA1974'OF THE INTERSECTION OF A FARM ROAD LEADING TO A FARMHOUSE ON A
 GA1974'HILLTOP, 850 FEET NORTHWEST OF THE ONE STORY FARMHOUSE ON THE
 GA1974'HILLTOP, 160 FEET WEST OF A 6-INCH SASSAFRAS TREE, 120 FEET
 GA1974'SOUTHEAST OF A GATE, 120 FEET NORTHEAST OF A BRIDGE, 120 FEET
 GA1974'NORTHEAST ALONG A FENCE LINE FROM A 28-INCH ELM TREE ON A CREEK
 GA1974'BANK, 50 FEET SOUTHWEST OF A FENCE CORNER, IN AN OLD ROADWAY
 GA1974'IN A PASTURE, AND ON THE NORTHEAST AND SOUTHWEST FENCE LINE.
 GA1974'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF
 GA1974'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0074 ***********************************************************************
 FE0074  DESIGNATION -  LHT 1541
 FE0074  PID         -  FE0074
 FE0074  STATE/COUNTY-  TN/BENTON
 FE0074  USGS QUAD   -  ROCKPORT (1987)
 FE0074
 FE0074                         *CURRENT SURVEY CONTROL
 FE0074  ___________________________________________________________________
 FE0074* NAD 83(1986)-  35 56 31.     (N)    088 07 02.     (W)     SCALED    
 FE0074* NAVD 88     -       155.388  (meters)     509.80   (feet)  ADJUSTED  
 FE0074  ___________________________________________________________________
 FE0074  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FE0074  DYNAMIC HT  -         155.255 (meters)     509.37  (feet)  COMP
 FE0074  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 FE0074
 FE0074  VERT ORDER  -  FIRST     CLASS II
 FE0074
 FE0074.The horizontal coordinates were scaled from a topographic map and have
 FE0074.an estimated accuracy of +/- 6 seconds.
 FE0074
 FE0074.The orthometric height was determined by differential leveling
 FE0074.and adjusted by the National Geodetic Survey in June 1991..
 FE0074
 FE0074.The geoid height was determined by GEOID03.
 FE0074
 FE0074.The dynamic height is computed by dividing the NAVD 88
 FE0074.geopotential number by the normal gravity value computed on the
 FE0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0074.degrees latitude (g = 980.6199 gals.).
 FE0074
 FE0074.The modeled gravity was interpolated from observed gravity values.
 FE0074
 FE0074;                    North         East    Units  Estimated Accuracy
 FE0074;SPC TN       -   180,540.      408,990.      MT  (+/- 180 meters Scaled)
 FE0074
 FE0074                          SUPERSEDED SURVEY CONTROL
 FE0074
 FE0074  NGVD 29 (??/??/??)  155.412  (m)          509.88   (f) ADJUSTED    1 2
 FE0074
 FE0074.Superseded values are not recommended for survey control.
 FE0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0074.See file dsdata.txt to determine how the superseded data were derived.
 FE0074
 FE0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE992780(NAD 83)
 FE0074_MARKER: DD = SURVEY DISK
 FE0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0074_STAMPING: LHT 1541 1940
 FE0074_MARK LOGO: TVA   
 FE0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0074+STABILITY: SURFACE MOTION
 FE0074
 FE0074  HISTORY     - Date     Condition        Report By
 FE0074  HISTORY     - 1940     MONUMENTED       TVA
 FE0074  HISTORY     - 1947     GOOD             CGS
 FE0074  HISTORY     - 1972     GOOD             TVA
 FE0074
 FE0074                          STATION DESCRIPTION
 FE0074
 FE0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0074'9.5 MI S FROM CAMDEN.
 FE0074'ABOUT 9.5 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0074'COURTHOUSE AT CAMDEN, ABOUT 0.35 MILE SOUTH OF THE BRIDGE OVER
 FE0074'AMMON CREEK, ABOUT 0.25 MILE NORTH OF FAIRVIEW SCHOOL, AT THE
 FE0074'JUNCTION OF A GRAVEL ROAD LEADING WEST, IN THE FRONT YARD OF A
 FE0074'1-STORY FRAME FARMHOUSE, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FE0074'OF THE HOUSE, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24
 FE0074'FEET NORTH OF THE PROLONGATION OF THE CENTER LINE OF THE ROAD WEST,
 FE0074'14 FEET WEST OF AN 8-INCH TWIN OAK TREE, 2 FEET NORTH OF A WHITE
 FE0074'WOODEN WITNESS POST, ABOUT 3 FEET HIGHER THAN THE JUNCTION, AND IN
 FE0074'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- IN
 FE0074'MARCH 1947, THE POST HAD BEEN CRACKED AROUND THE TOP BUT THE DISK
 FE0074'AND POST WERE SOLID.  NOTE-- 13.8 FT S 35 W FROM 10 IN MAPLE,
 FE0074'21.8 FT S 25 E FROM 10 IN MAPLE
 FE0074
 FE0074                          STATION RECOVERY (1972)
 FE0074
 FE0074'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0075 ***********************************************************************
 FE0075  DESIGNATION -  LHT 1542
 FE0075  PID         -  FE0075
 FE0075  STATE/COUNTY-  TN/BENTON
 FE0075  USGS QUAD   -  ROCKPORT (1987)
 FE0075
 FE0075                         *CURRENT SURVEY CONTROL
 FE0075  ___________________________________________________________________
 FE0075* NAD 83(1986)-  35 55 34.     (N)    088 07 22.     (W)     SCALED    
 FE0075* NAVD 88     -       146.779  (meters)     481.56   (feet)  ADJUSTED  
 FE0075  ___________________________________________________________________
 FE0075  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FE0075  DYNAMIC HT  -         146.653 (meters)     481.14  (feet)  COMP
 FE0075  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 FE0075
 FE0075  VERT ORDER  -  FIRST     CLASS II
 FE0075
 FE0075.The horizontal coordinates were scaled from a topographic map and have
 FE0075.an estimated accuracy of +/- 6 seconds.
 FE0075
 FE0075.The orthometric height was determined by differential leveling
 FE0075.and adjusted by the National Geodetic Survey in June 1991..
 FE0075
 FE0075.The geoid height was determined by GEOID03.
 FE0075
 FE0075.The dynamic height is computed by dividing the NAVD 88
 FE0075.geopotential number by the normal gravity value computed on the
 FE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0075.degrees latitude (g = 980.6199 gals.).
 FE0075
 FE0075.The modeled gravity was interpolated from observed gravity values.
 FE0075
 FE0075;                    North         East    Units  Estimated Accuracy
 FE0075;SPC TN       -   178,800.      408,450.      MT  (+/- 180 meters Scaled)
 FE0075
 FE0075                          SUPERSEDED SURVEY CONTROL
 FE0075
 FE0075  NGVD 29 (??/??/??)  146.803  (m)          481.64   (f) ADJUSTED    1 2
 FE0075
 FE0075.Superseded values are not recommended for survey control.
 FE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0075.See file dsdata.txt to determine how the superseded data were derived.
 FE0075
 FE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE987763(NAD 83)
 FE0075_MARKER: DD = SURVEY DISK
 FE0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0075_STAMPING: LHT 1542 1940
 FE0075_MARK LOGO: TVA   
 FE0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0075+STABILITY: SURFACE MOTION
 FE0075
 FE0075  HISTORY     - Date     Condition        Report By
 FE0075  HISTORY     - 1940     MONUMENTED       TVA
 FE0075  HISTORY     - 1947     GOOD             CGS
 FE0075  HISTORY     - 1972     GOOD             TVA
 FE0075
 FE0075                          STATION DESCRIPTION
 FE0075
 FE0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0075'10.6 MI S FROM CAMDEN.
 FE0075'10.6 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY COURTHOUSE
 FE0075'AT CAMDEN, ABOUT 3.9 MILES NORTH OF THE POST OFFICE AT HOLLADAY,
 FE0075'ABOUT 0.9 MILE SOUTH OF FAIRVIEW SCHOOL, ABOUT 0.3 MILE SOUTH OF THE
 FE0075'70-FOOT WOODEN BRIDGE OVER TURKEY CREEK, ABOUT 500 FEET NORTH OF
 FE0075'TWO SMALL FRAME FARMHOUSES, AT THE SOUTH END OF A DEEP HIGHWAY
 FE0075'CUT, AT THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST AND A
 FE0075'DRIVEWAY LEADING EAST, 82 FEET NORTHEAST OF THE CENTER LINE OF THE
 FE0075'DRIVEWAY, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FE0075'55 FEET NORTHEAST OF THE PROLONGATION OF THE CENTER LINE OF THE
 FE0075'ROAD LEADING NORTHWEST, 20 FEET WEST OF A 14-INCH BLAZED OAK
 FE0075'TREE, 2 FEET NORTHEAST OF THE WHITE WOODEN WITNESS POST, ABOUT
 FE0075'10 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 FE0075'POST PROJECTING ABOUT 4 INCHES.  NOTE-- 39.2 FT N 40 W FROM 18 IN
 FE0075'WHITE OAK, 46.9 FT S 25 W FROM 24 IN WHITE OAK STATION IS PLUS OR
 FE0075'MINUS 4.0 FT E OF TOP OF BANK.
 FE0075
 FE0075                          STATION RECOVERY (1972)
 FE0075
 FE0075'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0076 ***********************************************************************
 FE0076  DESIGNATION -  LHT 1543
 FE0076  PID         -  FE0076
 FE0076  STATE/COUNTY-  TN/BENTON
 FE0076  USGS QUAD   -  SEVENTEEN CREEK (1986)
 FE0076
 FE0076                         *CURRENT SURVEY CONTROL
 FE0076  ___________________________________________________________________
 FE0076* NAD 83(1986)-  35 54 44.     (N)    088 07 53.     (W)     SCALED    
 FE0076* NAVD 88     -       132.381  (meters)     434.32   (feet)  ADJUSTED  
 FE0076  ___________________________________________________________________
 FE0076  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FE0076  DYNAMIC HT  -         132.267 (meters)     433.95  (feet)  COMP
 FE0076  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 FE0076
 FE0076  VERT ORDER  -  FIRST     CLASS II
 FE0076
 FE0076.The horizontal coordinates were scaled from a topographic map and have
 FE0076.an estimated accuracy of +/- 6 seconds.
 FE0076
 FE0076.The orthometric height was determined by differential leveling
 FE0076.and adjusted by the National Geodetic Survey in June 1991..
 FE0076
 FE0076.The geoid height was determined by GEOID03.
 FE0076
 FE0076.The dynamic height is computed by dividing the NAVD 88
 FE0076.geopotential number by the normal gravity value computed on the
 FE0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0076.degrees latitude (g = 980.6199 gals.).
 FE0076
 FE0076.The modeled gravity was interpolated from observed gravity values.
 FE0076
 FE0076;                    North         East    Units  Estimated Accuracy
 FE0076;SPC TN       -   177,270.      407,640.      MT  (+/- 180 meters Scaled)
 FE0076
 FE0076                          SUPERSEDED SURVEY CONTROL
 FE0076
 FE0076  NGVD 29 (??/??/??)  132.404  (m)          434.40   (f) ADJUSTED    1 2
 FE0076
 FE0076.Superseded values are not recommended for survey control.
 FE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0076.See file dsdata.txt to determine how the superseded data were derived.
 FE0076
 FE0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE979748(NAD 83)
 FE0076_MARKER: DD = SURVEY DISK
 FE0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0076_STAMPING: LHT 1543 1940
 FE0076_MARK LOGO: TVA   
 FE0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0076+STABILITY: SURFACE MOTION
 FE0076
 FE0076  HISTORY     - Date     Condition        Report By
 FE0076  HISTORY     - 1940     MONUMENTED       TVA
 FE0076  HISTORY     - 1947     GOOD             CGS
 FE0076  HISTORY     - 1972     GOOD             TVA
 FE0076
 FE0076                          STATION DESCRIPTION
 FE0076
 FE0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0076'11.7 MI S FROM CAMDEN.
 FE0076'ABOUT 11.7 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0076'COURTHOUSE AT CAMDEN, ABOUT 2.8 MILES NORTH OF THE POST OFFICE
 FE0076'AT HOLLADAY, ABOUT 150 YARDS NORTH OF THE WOODEN BRIDGE OVER COON
 FE0076'CREEK, IN THE FRONT YARD OF A SMALL FRAME FARMHOUSE, ON THE
 FE0076'SOUTHEAST BANK OF A HIGHWAY CUT, 91 FEET SOUTHWEST OF THE CENTER
 FE0076'LINE OF THE DRIVEWAY LEADING TO THE HOUSE, 52 FEET WEST OF THE
 FE0076'SOUTHWEST CORNER OF THE HOUSE, 45 FEET EAST OF THE CENTER LINE
 FE0076'OF THE HIGHWAY, 9 FEET EAST OF A POWER POLE, 2 FEET NORTHEAST OF
 FE0076'A WHITE WOODEN WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY,
 FE0076'AND IN THE TOP OF A CONCETE POST PROJECTING ABOUT 3 INCHES.
 FE0076'NOTE-- STATION IS IN FRONT YARD OF RED BRICK HOUSE PLUS OR MINUS
 FE0076'120.0 FT S 80 W FROM SW CORNER OF SAID HOUSE.  14.0 FT S 15 W FROM
 FE0076'36 IN FORKED RED OAK, 12.4 FT E OF TELEPHONE POLE, 19.0 FT S
 FE0076'85 W FROM NW CORNER OF TRAILER HOUSE.
 FE0076
 FE0076                          STATION RECOVERY (1972)
 FE0076
 FE0076'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0079 ***********************************************************************
 FE0079  DESIGNATION -  LHT 1544
 FE0079  PID         -  FE0079
 FE0079  STATE/COUNTY-  TN/BENTON
 FE0079  USGS QUAD   -  HOLLADAY (1987)
 FE0079
 FE0079                         *CURRENT SURVEY CONTROL
 FE0079  ___________________________________________________________________
 FE0079* NAD 83(1986)-  35 52 07.     (N)    088 08 47.     (W)     SCALED    
 FE0079* NAVD 88     -       143.578  (meters)     471.06   (feet)  ADJUSTED  
 FE0079  ___________________________________________________________________
 FE0079  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FE0079  DYNAMIC HT  -         143.454 (meters)     470.65  (feet)  COMP
 FE0079  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 FE0079
 FE0079  VERT ORDER  -  FIRST     CLASS II
 FE0079
 FE0079.The horizontal coordinates were scaled from a topographic map and have
 FE0079.an estimated accuracy of +/- 6 seconds.
 FE0079
 FE0079.The orthometric height was determined by differential leveling
 FE0079.and adjusted by the National Geodetic Survey in June 1991..
 FE0079
 FE0079.The geoid height was determined by GEOID03.
 FE0079
 FE0079.The dynamic height is computed by dividing the NAVD 88
 FE0079.geopotential number by the normal gravity value computed on the
 FE0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0079.degrees latitude (g = 980.6199 gals.).
 FE0079
 FE0079.The modeled gravity was interpolated from observed gravity values.
 FE0079
 FE0079;                    North         East    Units  Estimated Accuracy
 FE0079;SPC TN       -   172,460.      406,180.      MT  (+/- 180 meters Scaled)
 FE0079
 FE0079                          SUPERSEDED SURVEY CONTROL
 FE0079
 FE0079  NGVD 29 (??/??/??)  143.601  (m)          471.13   (f) ADJUSTED    1 2
 FE0079
 FE0079.Superseded values are not recommended for survey control.
 FE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0079.See file dsdata.txt to determine how the superseded data were derived.
 FE0079
 FE0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE965699(NAD 83)
 FE0079_MARKER: DD = SURVEY DISK
 FE0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0079_STAMPING: LHT 1544 1940
 FE0079_MARK LOGO: TVA   
 FE0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0079+STABILITY: SURFACE MOTION
 FE0079
 FE0079  HISTORY     - Date     Condition        Report By
 FE0079  HISTORY     - 1940     MONUMENTED       TVA
 FE0079  HISTORY     - 1947     GOOD             CGS
 FE0079
 FE0079                          STATION DESCRIPTION
 FE0079
 FE0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0079'14.6 MI S FROM CAMDEN.
 FE0079'ABOUT 14.6 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0079'COURTHOUSE AT CAMDEN, ABOUT 0.1 MILE SOUTH OF THE POST OFFICE AT
 FE0079'HOLLADAY, AT A TURN IN THE HIGHWAY WITH TANGENTS LEADING NORTH
 FE0079'AND EAST, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, IN THE
 FE0079'FRONT LAWN OF THE RESIDENCE OF MRS. NOWELL, 18 FEET NORTH OF
 FE0079'THE NORTHEAST CORNER OF THE HOUSE, 31 FEET SOUTH OF THE CENTER
 FE0079'LINE OF THE GRAVEL ROAD, ABOUT IN LINE WITH THE CENTER LINE OF THE
 FE0079'NORTH TANGENT OF THE HIGHWAY, 44 FEET EAST OF A 16-INCH TREE, 9
 FE0079'FEET WEST OF ANOTHER 16-INCH TREE, ABOUT 2 FEET HIGHER THAN THE
 FE0079'JUNCTION, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 FE0079'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0080 ***********************************************************************
 FE0080  DESIGNATION -  LHT 1545
 FE0080  PID         -  FE0080
 FE0080  STATE/COUNTY-  TN/BENTON
 FE0080  USGS QUAD   -  HOLLADAY (1987)
 FE0080
 FE0080                         *CURRENT SURVEY CONTROL
 FE0080  ___________________________________________________________________
 FE0080* NAD 83(1986)-  35 52 17.     (N)    088 07 44.     (W)     SCALED    
 FE0080* NAVD 88     -       160.354  (meters)     526.09   (feet)  ADJUSTED  
 FE0080  ___________________________________________________________________
 FE0080  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FE0080  DYNAMIC HT  -         160.216 (meters)     525.64  (feet)  COMP
 FE0080  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 FE0080
 FE0080  VERT ORDER  -  FIRST     CLASS II
 FE0080
 FE0080.The horizontal coordinates were scaled from a topographic map and have
 FE0080.an estimated accuracy of +/- 6 seconds.
 FE0080
 FE0080.The orthometric height was determined by differential leveling
 FE0080.and adjusted by the National Geodetic Survey in June 1991..
 FE0080
 FE0080.The geoid height was determined by GEOID03.
 FE0080
 FE0080.The dynamic height is computed by dividing the NAVD 88
 FE0080.geopotential number by the normal gravity value computed on the
 FE0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0080.degrees latitude (g = 980.6199 gals.).
 FE0080
 FE0080.The modeled gravity was interpolated from observed gravity values.
 FE0080
 FE0080;                    North         East    Units  Estimated Accuracy
 FE0080;SPC TN       -   172,740.      407,770.      MT  (+/- 180 meters Scaled)
 FE0080
 FE0080                          SUPERSEDED SURVEY CONTROL
 FE0080
 FE0080  NGVD 29 (??/??/??)  160.378  (m)          526.17   (f) ADJUSTED    1 2
 FE0080
 FE0080.Superseded values are not recommended for survey control.
 FE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0080.See file dsdata.txt to determine how the superseded data were derived.
 FE0080
 FE0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE980702(NAD 83)
 FE0080_MARKER: DD = SURVEY DISK
 FE0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0080_STAMPING: LHT 1545 1940
 FE0080_MARK LOGO: TVA   
 FE0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0080+STABILITY: SURFACE MOTION
 FE0080
 FE0080  HISTORY     - Date     Condition        Report By
 FE0080  HISTORY     - 1940     MONUMENTED       TVA
 FE0080  HISTORY     - 1947     GOOD             CGS
 FE0080
 FE0080                          STATION DESCRIPTION
 FE0080
 FE0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0080'15.4 MI S FROM CAMDEN.
 FE0080'ABOUT 15.4 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE COUNTY
 FE0080'COURTHOUSE AT CAMDEN, ABOUT 0.1 MILE SOUTH AND 0.8 MILE EAST OF
 FE0080'THE POST OFFICE AT HOLLADAY, ABOUT 0.4 MILE EAST OF THE
 FE0080'SINGLE-SPAN STEEL TRUSS BRIDGE OVER SYCAMORE CREEK, AT A CURVE
 FE0080'WITH TANGENTS LEADING NORTHEAST AND WEST, IN THE FRONT LAWN OF A
 FE0080'YELLOW FRAME FARMHOUSE, 101 FEET NORTH OF THE NORTHWEST CORNER
 FE0080'OF THE HOUSE, 63 FEET SOUTHEAST ACROSS THE HIGHWAY FROM THE
 FE0080'SOUTH CORNER OF A BARN, 34 FEET SOUTHEAST OF THE CENTER LINE
 FE0080'OF THE HIGHWAY, 25 FEET SOUTHWEST OF THE CENTER LINE OF A
 FE0080'DRIVEWAY, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP
 FE0080'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0087 ***********************************************************************
 FE0087  DESIGNATION -  LHT 1548
 FE0087  PID         -  FE0087
 FE0087  STATE/COUNTY-  TN/DECATUR
 FE0087  USGS QUAD   -  SUGAR TREE (1986)
 FE0087
 FE0087                         *CURRENT SURVEY CONTROL
 FE0087  ___________________________________________________________________
 FE0087* NAD 83(1986)-  35 50 20.     (N)    088 03 21.     (W)     SCALED    
 FE0087* NAVD 88     -       151.756  (meters)     497.89   (feet)  ADJUSTED  
 FE0087  ___________________________________________________________________
 FE0087  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE0087  DYNAMIC HT  -         151.624 (meters)     497.45  (feet)  COMP
 FE0087  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 FE0087
 FE0087  VERT ORDER  -  FIRST     CLASS II
 FE0087
 FE0087.The horizontal coordinates were scaled from a topographic map and have
 FE0087.an estimated accuracy of +/- 6 seconds.
 FE0087
 FE0087.The orthometric height was determined by differential leveling
 FE0087.and adjusted by the National Geodetic Survey in June 1991..
 FE0087
 FE0087.The geoid height was determined by GEOID03.
 FE0087
 FE0087.The dynamic height is computed by dividing the NAVD 88
 FE0087.geopotential number by the normal gravity value computed on the
 FE0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0087.degrees latitude (g = 980.6199 gals.).
 FE0087
 FE0087.The modeled gravity was interpolated from observed gravity values.
 FE0087
 FE0087;                    North         East    Units  Estimated Accuracy
 FE0087;SPC TN       -   168,990.      414,290.      MT  (+/- 180 meters Scaled)
 FE0087
 FE0087                          SUPERSEDED SURVEY CONTROL
 FE0087
 FE0087  NGVD 29 (??/??/??)  151.776  (m)          497.95   (f) ADJUSTED    1 2
 FE0087
 FE0087.Superseded values are not recommended for survey control.
 FE0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0087.See file dsdata.txt to determine how the superseded data were derived.
 FE0087
 FE0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE046665(NAD 83)
 FE0087_MARKER: DD = SURVEY DISK
 FE0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0087_STAMPING: LHT 1548 1940
 FE0087_MARK LOGO: TVA   
 FE0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0087+STABILITY: SURFACE MOTION
 FE0087
 FE0087  HISTORY     - Date     Condition        Report By
 FE0087  HISTORY     - 1940     MONUMENTED       TVA
 FE0087  HISTORY     - 1947     GOOD             CGS
 FE0087  HISTORY     - 1972     GOOD             TVA
 FE0087
 FE0087                          STATION DESCRIPTION
 FE0087
 FE0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0087'16.7 MI N FROM PARSONS.
 FE0087'ABOUT 16.7 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION
 FE0087'WITH STATE HIGHWAY 20 AND 100 AT THE EAST EDGE OF PARSONS,
 FE0087'ABOUT 1.4 MILES NORTHWEST OF THE POST OFFICE AT SUGAR TREE,
 FE0087'ABOUT 3/4 MILE SOUTH OF THE BENTON-DECATUR COUNTY LINE, AT THE
 FE0087'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, ABOUT 335 FEET
 FE0087'EAST ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A LARGE
 FE0087'BRICK HOUSE, 29 FEET NORTH OF THE NORTHEAST END OF A 3-FOOT
 FE0087'WOODEN HIGHWAY CULVERT, 26 FEET NORTHEAST OF THE CENTER LINE
 FE0087'OF THE HIGHWAY, 32 FEET SOUTHEAST OF THE PROLONGATION OF THE
 FE0087'CENTER LINE OF THE GRAVELED ROAD, 6 FEET SOUTHWEST OF A FENCE,
 FE0087'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1-1/2
 FE0087'FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 FE0087'PROJECTING ABOUT 4 INCHES.  NOTE-- USC AND GS POST AND SIGN
 FE0087'PLUS OR MINUS 2.0 FT. NE OF MARKER.
 FE0087
 FE0087                          STATION RECOVERY (1972)
 FE0087
 FE0087'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1975 ***********************************************************************
 GA1975  DESIGNATION -  LHT 155
 GA1975  PID         -  GA1975
 GA1975  STATE/COUNTY-  TN/JEFFERSON
 GA1975  USGS QUAD   -  WHITE PINE (1961)
 GA1975
 GA1975                         *CURRENT SURVEY CONTROL
 GA1975  ___________________________________________________________________
 GA1975* NAD 83(1986)-  36 06 13.     (N)    083 19 23.     (W)     SCALED    
 GA1975* NAVD 88     -       371.56   (+/-2cm)    1219.0    (feet)  VERTCON   
 GA1975  ___________________________________________________________________
 GA1975  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA1975
 GA1975  VERT ORDER  -  ? (See Below)
 GA1975
 GA1975.The horizontal coordinates were scaled from a topographic map and have
 GA1975.an estimated accuracy of +/- 6 seconds.
 GA1975
 GA1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1975.The vertical order pertains to the NGVD 29 superseded value.
 GA1975
 GA1975.The geoid height was determined by GEOID03.
 GA1975
 GA1975;                    North         East    Units  Estimated Accuracy
 GA1975;SPC TN       -   199,710.      841,010.      MT  (+/- 180 meters Scaled)
 GA1975
 GA1975                          SUPERSEDED SURVEY CONTROL
 GA1975
 GA1975  NGVD 29 (??/??/92)  371.708  (m)         1219.51   (f) ADJ UNCH    ?  
 GA1975
 GA1975.Superseded values are not recommended for survey control.
 GA1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1975.See file dsdata.txt to determine how the superseded data were derived.
 GA1975
 GA1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV908979(NAD 83)
 GA1975_MARKER: DD = SURVEY DISK
 GA1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1975+STABILITY: SURFACE MOTION
 GA1975
 GA1975  HISTORY     - Date     Condition        Report By
 GA1975  HISTORY     - UNK      MONUMENTED       TVA
 GA1975  HISTORY     - 1936     GOOD             TVA
 GA1975  HISTORY     - 1968     GOOD             TNDT
 GA1975
 GA1975                          STATION DESCRIPTION
 GA1975
 GA1975'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1975'1 MI SW FROM WHITE PINE.
 GA1975'1.0 MILE SOUTHWEST ALONG THE NINA COUNTY ROAD FROM THE INTERSECTION
 GA1975'OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON COUNTY, THENCE 1.8
 GA1975'MILES NORTHWEST ALONG A COUNTY ROAD, 0.3 MILE NORTHWEST OF THE
 GA1975'JUNCTION OF THE WESTMINSTER CEMETERY COUNTY ROAD, ON THE S.M.
 GA1975'SARTAIN PROPERTY, IN THE FARMYARD, ON THE NORTH SIDE OF THE
 GA1975'COUNTY ROAD, ON THE NORTHWEST SIDE OF A DRIVEWAY LEADING FROM
 GA1975'THE COUNTY ROAD TO THE FARMYARD, 325 FEET SOUTH OF A LARGE BARN,
 GA1975'250 FEET NORTH OF THE JUNCTION OF THE DRIVEWAY AND THE COUNTY
 GA1975'ROAD, 125 FEET SOUTH OF THE ONE-AND-HALF STORY FARMHOUSE, 43.9
 GA1975'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LAWN FENCE, 40.3
 GA1975'FEET NORTH OF A 4-INCH PERSIMMON TREE, 31.7 FEET WEST ALONG THE
 GA1975'FENCE LINE FROM THE EAST GATEPOST, AND ON THE EAST AND WEST FENCE
 GA1975'LINE BETWEEN THE FARMYARD AND THE ORCHARD.  A TENNESSEE VALLEY
 GA1975'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GA1975
 GA1975                          STATION RECOVERY (1968)
 GA1975
 GA1975'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 GA1975'IN FRONT YARD 25 FT. W OF C/L PUT. DRIVE. 20 FT. NE OF AN APPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1976 ***********************************************************************
 GA1976  DESIGNATION -  LHT 156
 GA1976  PID         -  GA1976
 GA1976  STATE/COUNTY-  TN/JEFFERSON
 GA1976  USGS QUAD   -  WHITE PINE (1961)
 GA1976
 GA1976                         *CURRENT SURVEY CONTROL
 GA1976  ___________________________________________________________________
 GA1976* NAD 83(1986)-  36 05 55.     (N)    083 18 40.     (W)     SCALED    
 GA1976* NAVD 88     -       370.04   (+/-2cm)    1214.0    (feet)  VERTCON   
 GA1976  ___________________________________________________________________
 GA1976  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1976
 GA1976  VERT ORDER  -  ? (See Below)
 GA1976
 GA1976.The horizontal coordinates were scaled from a topographic map and have
 GA1976.an estimated accuracy of +/- 6 seconds.
 GA1976
 GA1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1976.The vertical order pertains to the NGVD 29 superseded value.
 GA1976
 GA1976.The geoid height was determined by GEOID03.
 GA1976
 GA1976;                    North         East    Units  Estimated Accuracy
 GA1976;SPC TN       -   199,180.      842,100.      MT  (+/- 180 meters Scaled)
 GA1976
 GA1976                          SUPERSEDED SURVEY CONTROL
 GA1976
 GA1976  NGVD 29 (??/??/92)  370.191  (m)         1214.54   (f) ADJ UNCH    ?  
 GA1976
 GA1976.Superseded values are not recommended for survey control.
 GA1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1976.See file dsdata.txt to determine how the superseded data were derived.
 GA1976
 GA1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV919973(NAD 83)
 GA1976_MARKER: DD = SURVEY DISK
 GA1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1976+STABILITY: SURFACE MOTION
 GA1976
 GA1976  HISTORY     - Date     Condition        Report By
 GA1976  HISTORY     - UNK      MONUMENTED       TVA
 GA1976  HISTORY     - 1936     GOOD             TVA
 GA1976
 GA1976                          STATION DESCRIPTION
 GA1976
 GA1976'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1976'1 MI SW FROM WHITE PINE.
 GA1976'1.0 MILE SOUTHWEST ALONG THE NINA COUNTY ROAD FROM THE
 GA1976'INTERSECTION, OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON
 GA1976'COUNTY, THENCE 1 MILE WEST ALONG A COUNTY ROAD, AT THE JUNCTION
 GA1976'OF A COUNTY ROAD LEADING SOUTHWEST TO DANDRIDGE, IN THE WEST
 GA1976'CORNER OF THE ROAD INTERSECTION, ON THE E.H. TRON PROPERTY, 250
 GA1976'FEET NORTHEAST OF A LARGE BARN, 125 FEET SOUTHWEST OF A CORNER
 GA1976'POWER-TRANSMISSION LINE POLE, 125 FEET SOUTHEAST OF A LONE
 GA1976'8-INCH WALNUT TREE AT THE EDGE OF THE ROAD, 110 FEET WEST OF A
 GA1976'ONE AND ONE HALF STORY FARMHOUSE, 100 FEET SOUTHWEST OF THE ROAD
 GA1976'INTERSECTION, 100 FEET NORTH OF A CHICKEN HOUSE, 39.5 FEET
 GA1976'SOUTHWEST OF A 42-INCH THREE PRONGED RED OAK TREE, 20.9 FEET SOUTH
 GA1976'OF A 12-INCH THREE PRONGED CEDAR TREE, 27.1 FEET WEST OF A
 GA1976'12-INCH FORKED CEDAR TREE, AND IN THE WOODS.  A TENNESSEE VALLEY
 GA1976'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0121 ***********************************************************************
 FC0121  DESIGNATION -  LHT 1564
 FC0121  PID         -  FC0121
 FC0121  STATE/COUNTY-  TN/ROANE
 FC0121  USGS QUAD   -  ELVERTON (1990)
 FC0121
 FC0121                         *CURRENT SURVEY CONTROL
 FC0121  ___________________________________________________________________
 FC0121* NAD 83(1986)-  35 58 46.     (N)    084 26 18.     (W)     SCALED    
 FC0121* NAVD 88     -       260.005  (meters)     853.03   (feet)  ADJUSTED  
 FC0121  ___________________________________________________________________
 FC0121  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0121  DYNAMIC HT  -         259.768 (meters)     852.26  (feet)  COMP
 FC0121  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FC0121
 FC0121  VERT ORDER  -  FIRST     CLASS II
 FC0121
 FC0121.The horizontal coordinates were scaled from a topographic map and have
 FC0121.an estimated accuracy of +/- 6 seconds.
 FC0121
 FC0121.The orthometric height was determined by differential leveling
 FC0121.and adjusted by the National Geodetic Survey in June 1991..
 FC0121
 FC0121.The geoid height was determined by GEOID03.
 FC0121
 FC0121.The dynamic height is computed by dividing the NAVD 88
 FC0121.geopotential number by the normal gravity value computed on the
 FC0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0121.degrees latitude (g = 980.6199 gals.).
 FC0121
 FC0121.The modeled gravity was interpolated from observed gravity values.
 FC0121
 FC0121;                    North         East    Units  Estimated Accuracy
 FC0121;SPC TN       -   183,760.      740,830.      MT  (+/- 180 meters Scaled)
 FC0121
 FC0121                          SUPERSEDED SURVEY CONTROL
 FC0121
 FC0121  NGVD 29 (??/??/92)  260.126  (m)          853.43   (f) ADJ UNCH    1 2
 FC0121
 FC0121.Superseded values are not recommended for survey control.
 FC0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0121.See file dsdata.txt to determine how the superseded data were derived.
 FC0121
 FC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE309847(NAD 83)
 FC0121_MARKER: DD = SURVEY DISK
 FC0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0121_STAMPING: LHT 1564 1940
 FC0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0121+STABILITY: SURFACE MOTION
 FC0121
 FC0121  HISTORY     - Date     Condition        Report By
 FC0121  HISTORY     - 1940     MONUMENTED       TVA
 FC0121  HISTORY     - 1950     GOOD             NGS
 FC0121  HISTORY     - 1967     MARK NOT FOUND   NGS
 FC0121
 FC0121                          STATION DESCRIPTION
 FC0121
 FC0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0121'0.2 MI NE FROM ELVERTON.
 FC0121'ABOUT 0.25 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0121'STATION AT ELVERTON, AT A PRIVATE ROAD CROSSING, 175 FEET
 FC0121'NORTHWEST OF THE NORTHWEST RAIL, 27 FEET SOUTHEAST OF THE CENTER
 FC0121'LINE OF STATE HIGHWAY 61, 19 FEET WEST OF A 16-INCH APPLE TREE, 16
 FC0121'FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 1 FOOT EAST OF A
 FC0121'T.V.A. STEEL WITNESS POST, ABOUT 10 FEET ABOVE THE TRACK, ABOUT
 FC0121'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0121'PROJECTING 4 INCHES.
 FC0121
 FC0121                          STATION RECOVERY (1967)
 FC0121
 FC0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0531 ***********************************************************************
 GB0531  DESIGNATION -  LHT 1567
 GB0531  PID         -  GB0531
 GB0531  STATE/COUNTY-  TN/ROANE
 GB0531  USGS QUAD   -  PETROS (1979)
 GB0531
 GB0531                         *CURRENT SURVEY CONTROL
 GB0531  ___________________________________________________________________
 GB0531* NAD 83(1986)-  36 00 10.     (N)    084 23 57.     (W)     SCALED    
 GB0531* NAVD 88     -       267.082  (meters)     876.25   (feet)  POSTED    
 GB0531  ___________________________________________________________________
 GB0531  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB0531  DYNAMIC HT  -         266.840 (meters)     875.46  (feet)  COMP
 GB0531  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 GB0531
 GB0531  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GB0531
 GB0531.The horizontal coordinates were scaled from a topographic map and have
 GB0531.an estimated accuracy of +/- 6 seconds.
 GB0531
 GB0531.The orthometric height was determined by differential leveling
 GB0531.and adjusted by the National Geodetic Survey in 1992..
 GB0531.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GB0531.rate of 0.0 thru 1.0 mm/km.
 GB0531
 GB0531.The geoid height was determined by GEOID03.
 GB0531
 GB0531.The dynamic height is computed by dividing the NAVD 88
 GB0531.geopotential number by the normal gravity value computed on the
 GB0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0531.degrees latitude (g = 980.6199 gals.).
 GB0531
 GB0531.The modeled gravity was interpolated from observed gravity values.
 GB0531
 GB0531;                    North         East    Units  Estimated Accuracy
 GB0531;SPC TN       -   186,400.      744,320.      MT  (+/- 180 meters Scaled)
 GB0531
 GB0531                          SUPERSEDED SURVEY CONTROL
 GB0531
 GB0531  NGVD 29 (??/??/92)  267.200  (m)          876.64   (f) ADJ UNCH    1 2
 GB0531
 GB0531.Superseded values are not recommended for survey control.
 GB0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0531.See file dsdata.txt to determine how the superseded data were derived.
 GB0531
 GB0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE344873(NAD 83)
 GB0531_MARKER: DD = SURVEY DISK
 GB0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0531_STAMPING: LHT 1567 1940
 GB0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0531+STABILITY: SURFACE MOTION
 GB0531
 GB0531  HISTORY     - Date     Condition        Report By
 GB0531  HISTORY     - 1940     MONUMENTED       TVA
 GB0531  HISTORY     - 1950     GOOD             NGS
 GB0531  HISTORY     - 1967     MARK NOT FOUND   NGS
 GB0531
 GB0531                          STATION DESCRIPTION
 GB0531
 GB0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0531'1 MI SW FROM SCANDLYN.
 GB0531'ABOUT 1.05 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE FLAG
 GB0531'STATION AT SCANDLYN, 125 FEET NORTH OF MILE POST 40, AT A ROAD
 GB0531'CROSSING, 59 FEET NORTHWEST OF THE NORTHWEST RAIL, 29.5 FEET
 GB0531'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 61, 46 FEET SOUTHWEST
 GB0531'AND ACROSS ROAD FROM TELEPHONE POLE NO. 841, 62 FEET NORTHWEST
 GB0531'OF THE CENTER OF THE CROSSING, 37.5 FEET NORTHWEST OF THE SOUTHWEST
 GB0531'END OF AN IRON PIPE CULVERT UNDER ROAD, 50 FEET NORTH OF A TALL
 GB0531'TELEPHONE POLE, IN A CULTIVATED FIELD, 1 FOOT BELOW THE HIGHWAY,
 GB0531'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GB0531'PROJECTING 3 INCHES.
 GB0531
 GB0531                          STATION RECOVERY (1967)
 GB0531
 GB0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GB0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1987 ***********************************************************************
 GA1987  DESIGNATION -  LHT 158
 GA1987  PID         -  GA1987
 GA1987  STATE/COUNTY-  TN/JEFFERSON
 GA1987  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1987
 GA1987                         *CURRENT SURVEY CONTROL
 GA1987  ___________________________________________________________________
 GA1987* NAD 83(1986)-  36 06 48.     (N)    083 29 21.     (W)     SCALED    
 GA1987* NAVD 88     -       366.16   (+/-2cm)    1201.3    (feet)  VERTCON   
 GA1987  ___________________________________________________________________
 GA1987  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA1987
 GA1987  VERT ORDER  -  ? (See Below)
 GA1987
 GA1987.The horizontal coordinates were scaled from a topographic map and have
 GA1987.an estimated accuracy of +/- 6 seconds.
 GA1987
 GA1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1987.The vertical order pertains to the NGVD 29 superseded value.
 GA1987
 GA1987.The geoid height was determined by GEOID03.
 GA1987
 GA1987;                    North         East    Units  Estimated Accuracy
 GA1987;SPC TN       -   200,390.      826,030.      MT  (+/- 180 meters Scaled)
 GA1987
 GA1987                          SUPERSEDED SURVEY CONTROL
 GA1987
 GA1987  NGVD 29 (??/??/92)  366.284  (m)         1201.72   (f) ADJ UNCH    ?  
 GA1987
 GA1987.Superseded values are not recommended for survey control.
 GA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1987.See file dsdata.txt to determine how the superseded data were derived.
 GA1987
 GA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV759993(NAD 83)
 GA1987_MARKER: DD = SURVEY DISK
 GA1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1987+STABILITY: SURFACE MOTION
 GA1987
 GA1987  HISTORY     - Date     Condition        Report By
 GA1987  HISTORY     - UNK      MONUMENTED       TVA
 GA1987  HISTORY     - 1937     GOOD             TVA
 GA1987
 GA1987                          STATION DESCRIPTION
 GA1987
 GA1987'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1987'1 MI S FROM JEFFERSON CITY.
 GA1987'1 MILE SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION OF U.S.
 GA1987'HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, AT THE SOUTH
 GA1987'EDGE OF THE CITY, AT THE INTERSECTION OF THE LAST STREET IN THE
 GA1987'SOUTH PART OF TOWN, 25 FEET NORTHEAST OF THE CENTER OF THE
 GA1987'INTERSECTION, ON THE EAST SIDE OF THE HIGHWAY AND THE NORTH SIDE OF
 GA1987'THE CITY STREET, ON THE PROPERTY OF MRS. J.H. JONES, 69.1 FEET
 GA1987'NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH OF THE BROWN QUARRELS
 GA1987'HOUSE, 4.6 FEET EAST OF A POWER-TRANSMISSION LINE POLE, AND AT THE
 GA1987'SOUTHWEST CORNER OF A FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA1987'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0563 ***********************************************************************
 FD0563  DESIGNATION -  LHT 1581
 FD0563  PID         -  FD0563
 FD0563  STATE/COUNTY-  TN/WILLIAMSON
 FD0563  USGS QUAD   -  SPRING HILL (1979)
 FD0563
 FD0563                         *CURRENT SURVEY CONTROL
 FD0563  ___________________________________________________________________
 FD0563* NAD 83(1986)-  35 45 09.     (N)    086 54 40.     (W)     SCALED    
 FD0563* NAVD 88     -       243.112  (meters)     797.61   (feet)  ADJUSTED  
 FD0563  ___________________________________________________________________
 FD0563  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0563  DYNAMIC HT  -         242.897 (meters)     796.90  (feet)  COMP
 FD0563  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 FD0563
 FD0563  VERT ORDER  -  SECOND    CLASS 0
 FD0563
 FD0563.The horizontal coordinates were scaled from a topographic map and have
 FD0563.an estimated accuracy of +/- 6 seconds.
 FD0563
 FD0563.The orthometric height was determined by differential leveling
 FD0563.and adjusted by the National Geodetic Survey in June 1991..
 FD0563
 FD0563.The geoid height was determined by GEOID03.
 FD0563
 FD0563.The dynamic height is computed by dividing the NAVD 88
 FD0563.geopotential number by the normal gravity value computed on the
 FD0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0563.degrees latitude (g = 980.6199 gals.).
 FD0563
 FD0563.The modeled gravity was interpolated from observed gravity values.
 FD0563
 FD0563;                    North         East    Units  Estimated Accuracy
 FD0563;SPC TN       -   157,840.      517,600.      MT  (+/- 180 meters Scaled)
 FD0563
 FD0563                          SUPERSEDED SURVEY CONTROL
 FD0563
 FD0563  NGVD 29 (??/??/92)  243.082  (m)          797.51   (f) ADJ UNCH    2 0
 FD0563
 FD0563.Superseded values are not recommended for survey control.
 FD0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0563.See file dsdata.txt to determine how the superseded data were derived.
 FD0563
 FD0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE080565(NAD 83)
 FD0563_MARKER: DD = SURVEY DISK
 FD0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0563_STAMPING: LHT 1581 1940
 FD0563_MARK LOGO: TVA   
 FD0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0563+STABILITY: SURFACE MOTION
 FD0563
 FD0563  HISTORY     - Date     Condition        Report By
 FD0563  HISTORY     - 1940     MONUMENTED       TVA
 FD0563  HISTORY     - 1960     GOOD             NGS
 FD0563  HISTORY     - 1984     MARK NOT FOUND   NGS
 FD0563
 FD0563                          STATION DESCRIPTION
 FD0563
 FD0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0563'1 MI E FROM SPRING HILL.
 FD0563'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0563'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 1.0
 FD0563'MILE EAST ON DUPLEX RD.  THE BENCH MARK IS 54 FT. WEST OF THE
 FD0563'CENTER OF A FENCE GATE, 20 FT. NORTH OF THE CENTER OF DUPLEX RD.,
 FD0563'11 FT. EAST OF A 36 INCH TREE, AND 0.8 FT. NORTH OF A WITNESS
 FD0563'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2
 FD0563'INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
 FD0563
 FD0563                          STATION RECOVERY (1984)
 FD0563
 FD0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0563'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0562 ***********************************************************************
 FD0562  DESIGNATION -  LHT 1582
 FD0562  PID         -  FD0562
 FD0562  STATE/COUNTY-  TN/WILLIAMSON
 FD0562  USGS QUAD   -  SPRING HILL (1979)
 FD0562
 FD0562                         *CURRENT SURVEY CONTROL
 FD0562  ___________________________________________________________________
 FD0562* NAD 83(1986)-  35 45 09.     (N)    086 54 31.     (W)     SCALED    
 FD0562* NAVD 88     -       233.543  (meters)     766.22   (feet)  ADJUSTED  
 FD0562  ___________________________________________________________________
 FD0562  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0562  DYNAMIC HT  -         233.336 (meters)     765.54  (feet)  COMP
 FD0562  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 FD0562
 FD0562  VERT ORDER  -  FIRST     CLASS II
 FD0562
 FD0562.The horizontal coordinates were scaled from a topographic map and have
 FD0562.an estimated accuracy of +/- 6 seconds.
 FD0562
 FD0562.The orthometric height was determined by differential leveling
 FD0562.and adjusted by the National Geodetic Survey in June 1991..
 FD0562
 FD0562.The geoid height was determined by GEOID03.
 FD0562
 FD0562.The dynamic height is computed by dividing the NAVD 88
 FD0562.geopotential number by the normal gravity value computed on the
 FD0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0562.degrees latitude (g = 980.6199 gals.).
 FD0562
 FD0562.The modeled gravity was interpolated from observed gravity values.
 FD0562
 FD0562;                    North         East    Units  Estimated Accuracy
 FD0562;SPC TN       -   157,840.      517,830.      MT  (+/- 180 meters Scaled)
 FD0562
 FD0562                          SUPERSEDED SURVEY CONTROL
 FD0562
 FD0562  NGVD 29 (??/??/92)  233.513  (m)          766.12   (f) ADJ UNCH    1 2
 FD0562
 FD0562.Superseded values are not recommended for survey control.
 FD0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0562.See file dsdata.txt to determine how the superseded data were derived.
 FD0562
 FD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE082565(NAD 83)
 FD0562_MARKER: DD = SURVEY DISK
 FD0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0562_STAMPING: LHT 1582 1940
 FD0562_MARK LOGO: TVA   
 FD0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0562+STABILITY: SURFACE MOTION
 FD0562
 FD0562  HISTORY     - Date     Condition        Report By
 FD0562  HISTORY     - 1940     MONUMENTED       TVA
 FD0562  HISTORY     - 1960     GOOD             NGS
 FD0562  HISTORY     - 1984     GOOD             NGS
 FD0562
 FD0562                          STATION DESCRIPTION
 FD0562
 FD0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0562'1.1 MI E FROM SPRING HILL.
 FD0562'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0562'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN 1.1
 FD0562'MILE EAST ON DUPLEX RD.  THE BENCH MARK IS 22 FT. SOUTH OF THE
 FD0562'CENTER OF DUPLEX RD., 22 FT. EAST OF THE CENTER OF A PRIVATE
 FD0562'DRIVE, 10 FT. EAST OF A TELEPHONE POLE, 1.5 FT. NORTH OF A FENCE,
 FD0562'AND 0.6 FT. SOUTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FD0562'OF A CONCRETE POST PROJECTING 1 INCH AND ABOUT 3 FT. ABOVE THE
 FD0562'LEVEL OF THE ROAD.
 FD0562
 FD0562                          STATION RECOVERY (1984)
 FD0562
 FD0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0562'RECOVERED IN GOOD CONDITION.
 FD0562'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 FD0562'THE MARK IS ABOVE LEVEL WITH DUPLEX ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1986 ***********************************************************************
 GA1986  DESIGNATION -  LHT 159
 GA1986  PID         -  GA1986
 GA1986  STATE/COUNTY-  TN/JEFFERSON
 GA1986  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1986
 GA1986                         *CURRENT SURVEY CONTROL
 GA1986  ___________________________________________________________________
 GA1986* NAD 83(1986)-  36 06 06.     (N)    083 28 58.     (W)     SCALED    
 GA1986* NAVD 88     -       395.26   (+/-2cm)    1296.8    (feet)  VERTCON   
 GA1986  ___________________________________________________________________
 GA1986  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GA1986
 GA1986  VERT ORDER  -  ? (See Below)
 GA1986
 GA1986.The horizontal coordinates were scaled from a topographic map and have
 GA1986.an estimated accuracy of +/- 6 seconds.
 GA1986
 GA1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1986.The vertical order pertains to the NGVD 29 superseded value.
 GA1986
 GA1986.The geoid height was determined by GEOID03.
 GA1986
 GA1986;                    North         East    Units  Estimated Accuracy
 GA1986;SPC TN       -   199,110.      826,640.      MT  (+/- 180 meters Scaled)
 GA1986
 GA1986                          SUPERSEDED SURVEY CONTROL
 GA1986
 GA1986  NGVD 29 (??/??/92)  395.385  (m)         1297.19   (f) ADJ UNCH    ?  
 GA1986
 GA1986.Superseded values are not recommended for survey control.
 GA1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1986.See file dsdata.txt to determine how the superseded data were derived.
 GA1986
 GA1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV764980(NAD 83)
 GA1986_MARKER: DD = SURVEY DISK
 GA1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1986+STABILITY: SURFACE MOTION
 GA1986
 GA1986  HISTORY     - Date     Condition        Report By
 GA1986  HISTORY     - UNK      MONUMENTED       TVA
 GA1986  HISTORY     - 1937     GOOD             TVA
 GA1986
 GA1986                          STATION DESCRIPTION
 GA1986
 GA1986'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1986'2 MI S FROM JEFFERSON CITY.
 GA1986'2 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION OF
 GA1986'U.S. HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, AT BRAVELLY
 GA1986'HILL, AT A ROAD INTERSECTION, 67.4 FEET EAST ACROSS THE HIGHWAY
 GA1986'FROM THE CORNER OF A GULF SERVICE STATION, ON THE J.W. ELLIS
 GA1986'PROPERTY, 75 FEET SOUTH OF A DRIVEWAY LEADING TO THE ELLIS HOUSE,
 GA1986'54.2 FEET NORTHEAST OF POLE 78, 50.7 FEET NORTHWEST OF A 10-INCH
 GA1986'CEDAR TREE, 30 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
 GA1986'ON THE EAST SIDE OF THE HIGHWAY, NEAR THE SOUTHWEST CORNER OF A
 GA1986'FENCE, AND 1 FOOT WEST OF THE FENCE LINE.  A TENNESSEE VALLEY
 GA1986'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1985 ***********************************************************************
 GA1985  DESIGNATION -  LHT 160
 GA1985  PID         -  GA1985
 GA1985  STATE/COUNTY-  TN/JEFFERSON
 GA1985  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1985
 GA1985                         *CURRENT SURVEY CONTROL
 GA1985  ___________________________________________________________________
 GA1985* NAD 83(1986)-  36 05 23.     (N)    083 28 23.     (W)     SCALED    
 GA1985* NAVD 88     -       421.67   (+/-2cm)    1383.4    (feet)  VERTCON   
 GA1985  ___________________________________________________________________
 GA1985  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA1985
 GA1985  VERT ORDER  -  ? (See Below)
 GA1985
 GA1985.The horizontal coordinates were scaled from a topographic map and have
 GA1985.an estimated accuracy of +/- 6 seconds.
 GA1985
 GA1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1985.The vertical order pertains to the NGVD 29 superseded value.
 GA1985
 GA1985.The geoid height was determined by GEOID03.
 GA1985
 GA1985;                    North         East    Units  Estimated Accuracy
 GA1985;SPC TN       -   197,810.      827,550.      MT  (+/- 180 meters Scaled)
 GA1985
 GA1985                          SUPERSEDED SURVEY CONTROL
 GA1985
 GA1985  NGVD 29 (??/??/92)  421.808  (m)         1383.88   (f) ADJ UNCH    ?  
 GA1985
 GA1985.Superseded values are not recommended for survey control.
 GA1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1985.See file dsdata.txt to determine how the superseded data were derived.
 GA1985
 GA1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV773967(NAD 83)
 GA1985_MARKER: DD = SURVEY DISK
 GA1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1985+STABILITY: SURFACE MOTION
 GA1985
 GA1985  HISTORY     - Date     Condition        Report By
 GA1985  HISTORY     - UNK      MONUMENTED       TVA
 GA1985  HISTORY     - 1937     GOOD             TVA
 GA1985
 GA1985                          STATION DESCRIPTION
 GA1985
 GA1985'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1985'3 MI S FROM JEFFERSON CITY.
 GA1985'3 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION OF
 GA1985'U.S. HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, 1.0 MILE
 GA1985'SOUTHEAST OF GRAVELLY HILL, AT THE JUNCTION OF A ROAD LEADING WEST
 GA1985'TO NEW MARKET, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GA1985'15 FEET SOUTH OF THE CENTERLINE OF THE NEW MARKET ROAD, ON THE
 GA1985'BURF NICK PROPERTY, 400 FEET NORTH OF A LARGE RED BARN, 50.7 FEET
 GA1985'SOUTHWEST OF A WINDING ROAD SIGN, 48 FEET SOUTHEAST OF AN 8-INCH
 GA1985'CEDAR TREE, 12 FEET SOUTHWEST OF THE CROSSING OF TWO LINES OF
 GA1985'POLES, AND 8.6 FEET SOUTHWEST OF POLE 118.  A TENNESSEE VALLEY
 GA1985'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1984 ***********************************************************************
 GA1984  DESIGNATION -  LHT 161
 GA1984  PID         -  GA1984
 GA1984  STATE/COUNTY-  TN/JEFFERSON
 GA1984  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1984
 GA1984                         *CURRENT SURVEY CONTROL
 GA1984  ___________________________________________________________________
 GA1984* NAD 83(1986)-  36 04 53.     (N)    083 28 20.     (W)     SCALED    
 GA1984* NAVD 88     -       432.63   (+/-2cm)    1419.4    (feet)  VERTCON   
 GA1984  ___________________________________________________________________
 GA1984  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA1984
 GA1984  VERT ORDER  -  ? (See Below)
 GA1984
 GA1984.The horizontal coordinates were scaled from a topographic map and have
 GA1984.an estimated accuracy of +/- 6 seconds.
 GA1984
 GA1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1984.The vertical order pertains to the NGVD 29 superseded value.
 GA1984
 GA1984.The geoid height was determined by GEOID03.
 GA1984
 GA1984;                    North         East    Units  Estimated Accuracy
 GA1984;SPC TN       -   196,890.      827,640.      MT  (+/- 180 meters Scaled)
 GA1984
 GA1984                          SUPERSEDED SURVEY CONTROL
 GA1984
 GA1984  NGVD 29 (??/??/92)  432.767  (m)         1419.84   (f) ADJ UNCH    ?  
 GA1984
 GA1984.Superseded values are not recommended for survey control.
 GA1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1984.See file dsdata.txt to determine how the superseded data were derived.
 GA1984
 GA1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV773958(NAD 83)
 GA1984_MARKER: DD = SURVEY DISK
 GA1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1984+STABILITY: SURFACE MOTION
 GA1984
 GA1984  HISTORY     - Date     Condition        Report By
 GA1984  HISTORY     - UNK      MONUMENTED       TVA
 GA1984  HISTORY     - 1937     GOOD             TVA
 GA1984
 GA1984                          STATION DESCRIPTION
 GA1984
 GA1984'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1984'3.7 MI S FROM JEFFERSON CITY.
 GA1984'3.7 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION OF
 GA1984'U.S. HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, AT A DIRT
 GA1984'ROAD INTERSECTION, 75 FEET NORTHEAST OF THE DIRT ROAD, 50 FEET
 GA1984'EAST OF THE CENTERLINE OF THE HIGHWAY, ON THE ROY RANKIN PROPERTY,
 GA1984'76.9 FEET SOUTHEAST OF POLE 141, 37.6 FEET NORTHWEST OF THE
 GA1984'NORTHWEST CORNER OF THE RANKIN HOUSE, 26.5 FEET EAST OF THE NORTH
 GA1984'END OF THE STONE WALL IN FRONT OF THE HOUSE, 1 FOOT NORTH OF
 GA1984'THE NORTH SIDE OF THE FENCE AROUND THE HOUSE, AND ON THE OUTSIDE
 GA1984'OF THE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN
 GA1984'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1934 ***********************************************************************
 FC1934  DESIGNATION -  LHT 1616
 FC1934  PID         -  FC1934
 FC1934  STATE/COUNTY-  TN/MONROE
 FC1934  USGS QUAD   -  SWEETWATER (1989)
 FC1934
 FC1934                         *CURRENT SURVEY CONTROL
 FC1934  ___________________________________________________________________
 FC1934* NAD 83(1986)-  35 31 59.     (N)    084 23 14.     (W)     SCALED    
 FC1934* NAVD 88     -       301.99   (+/-2cm)     990.8    (feet)  VERTCON   
 FC1934  ___________________________________________________________________
 FC1934  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FC1934
 FC1934  VERT ORDER  -  THIRD (See Below)
 FC1934
 FC1934.The horizontal coordinates were scaled from a topographic map and have
 FC1934.an estimated accuracy of +/- 6 seconds.
 FC1934
 FC1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1934.The vertical order pertains to the NGVD 29 superseded value.
 FC1934
 FC1934.The geoid height was determined by GEOID03.
 FC1934
 FC1934;                    North         East    Units  Estimated Accuracy
 FC1934;SPC TN       -   134,310.      746,250.      MT  (+/- 180 meters Scaled)
 FC1934
 FC1934                          SUPERSEDED SURVEY CONTROL
 FC1934
 FC1934  NGVD 29 (??/??/??)  302.07   (m)          991.0    (f) N HEIGHT    3  
 FC1934
 FC1934.Superseded values are not recommended for survey control.
 FC1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1934.See file dsdata.txt to determine how the superseded data were derived.
 FC1934
 FC1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE368353(NAD 83)
 FC1934_MARKER: DB = BENCH MARK DISK
 FC1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1934_SP_SET: SQUARE CONCRETE MONUMENT
 FC1934_STAMPING: LHT 1616 1940
 FC1934_MARK LOGO: TVA   
 FC1934_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1934+STABILITY: SURFACE MOTION
 FC1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1934+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1988
 FC1934
 FC1934  HISTORY     - Date     Condition        Report By
 FC1934  HISTORY     - 1940     MONUMENTED       TVA
 FC1934  HISTORY     - 19881109 GOOD             TNDT
 FC1934
 FC1934                          STATION DESCRIPTION
 FC1934
 FC1934'DESCRIBED BY TN DEPT OF TRANSP 1988
 FC1934'THE STATION IS LOCATED 1.9 MILES NORTHWEST FROM MADISONVILLE, TENN.
 FC1934'ON TENN HWY 68, MADISONVILLE TO SWEETWATER, RIGHT OF WAY.  MONUMENT
 FC1934'IS IN SOUTHWEST QUADRENT OF T ROAD SOUTHWEST AT FENCE CORNER, 100
 FC1934'FEET SOUTHWEST OF 1 STORY BROWN FRAME HOUSE, 100 FEET SOUTH OF LARGE
 FC1934'POND AT FENCE CORNER AND EAST POINT OF WOODS, S 85 DEGREES W, 40 FEET
 FC1934'FROM CENTERLINE OF T ROAD SOUTHWEST.  A STANDARD TVA BRONZE TABLET,
 FC1934'STAMPED LHT 1616 1940 AND SET IN A CONCRETE MONUMENT.  REF.  MARK 1,
 FC1934'2.51 FEET N 80 DEG.  W TO CORNER FENCE POST.  REF.  MARK 2, 30.8 FEET
 FC1934'S 40 DEG.  E TO HIGHWAY STOP SIGN.  REF.  MARK 3, 50.8 FEET N 63 DEG.
 FC1934'E TO A POWER POLE.  ELEVATION 991.051 FEET OR 302.073METERS.  T-2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1982 ***********************************************************************
 GA1982  DESIGNATION -  LHT 162
 GA1982  PID         -  GA1982
 GA1982  STATE/COUNTY-  TN/JEFFERSON
 GA1982  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1982
 GA1982                         *CURRENT SURVEY CONTROL
 GA1982  ___________________________________________________________________
 GA1982* NAD 83(1986)-  36 03 45.     (N)    083 28 44.     (W)     SCALED    
 GA1982* NAVD 88     -       390.83   (+/-2cm)    1282.2    (feet)  VERTCON   
 GA1982  ___________________________________________________________________
 GA1982  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1982
 GA1982  VERT ORDER  -  ? (See Below)
 GA1982
 GA1982.The horizontal coordinates were scaled from a topographic map and have
 GA1982.an estimated accuracy of +/- 6 seconds.
 GA1982
 GA1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1982.The vertical order pertains to the NGVD 29 superseded value.
 GA1982
 GA1982.The geoid height was determined by GEOID03.
 GA1982
 GA1982;                    North         East    Units  Estimated Accuracy
 GA1982;SPC TN       -   194,780.      827,100.      MT  (+/- 180 meters Scaled)
 GA1982
 GA1982                          SUPERSEDED SURVEY CONTROL
 GA1982
 GA1982  NGVD 29 (??/??/92)  390.971  (m)         1282.71   (f) ADJ UNCH    ?  
 GA1982
 GA1982.Superseded values are not recommended for survey control.
 GA1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1982.See file dsdata.txt to determine how the superseded data were derived.
 GA1982
 GA1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV767937(NAD 83)
 GA1982_MARKER: DD = SURVEY DISK
 GA1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1982+STABILITY: SURFACE MOTION
 GA1982
 GA1982  HISTORY     - Date     Condition        Report By
 GA1982  HISTORY     - UNK      MONUMENTED       TVA
 GA1982  HISTORY     - 1937     GOOD             TVA
 GA1982
 GA1982                          STATION DESCRIPTION
 GA1982
 GA1982'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1982'5.2 MI S FROM JEFFERSON CITY.
 GA1982'5.2 MILES SOUTH ALONG STATE HIGHWAY 92 FROM THE INTERSECTION OF
 GA1982'U.S. HIGHWAY 11 E AT JEFFERSON CITY, JEFFERSON COUNTY, 0.9 MILE
 GA1982'NORTHWEST OF THE INTERSECTION OF THE DUMPLIN VALLEY ROAD, AT
 GA1982'FLAT GAP, 200 FEET NORTHWEST OF THE GENERAL STORE, 115 FEET
 GA1982'NORTHWEST OF A TWO-STORY HOUSE, 94.5 FEET SOUTHWEST OF THE
 GA1982'SOUTHWEST CORNER OF FLAT GAP SCHOOL, 66.7 FEET SOUTHEAST OF A
 GA1982'HIGHWAY CURVE SIGN, 60.5 FEET NORTHEAST OF POLE 194, 45 FEET
 GA1982'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN THE NORTHWEST
 GA1982'SIDE OF A GARDEN, AND ON THE GARDEN FENCE LINE.  A TENNESSEE
 GA1982'VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1981 ***********************************************************************
 GA1981  DESIGNATION -  LHT 163
 GA1981  PID         -  GA1981
 GA1981  STATE/COUNTY-  TN/JEFFERSON
 GA1981  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1981
 GA1981                         *CURRENT SURVEY CONTROL
 GA1981  ___________________________________________________________________
 GA1981* NAD 83(1986)-  36 03 18.     (N)    083 27 57.     (W)     SCALED    
 GA1981* NAVD 88     -       354.06   (+/-2cm)    1161.6    (feet)  VERTCON   
 GA1981  ___________________________________________________________________
 GA1981  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1981
 GA1981  VERT ORDER  -  ? (See Below)
 GA1981
 GA1981.The horizontal coordinates were scaled from a topographic map and have
 GA1981.an estimated accuracy of +/- 6 seconds.
 GA1981
 GA1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1981.The vertical order pertains to the NGVD 29 superseded value.
 GA1981
 GA1981.The geoid height was determined by GEOID03.
 GA1981
 GA1981;                    North         East    Units  Estimated Accuracy
 GA1981;SPC TN       -   193,970.      828,300.      MT  (+/- 180 meters Scaled)
 GA1981
 GA1981                          SUPERSEDED SURVEY CONTROL
 GA1981
 GA1981  NGVD 29 (??/??/92)  354.211  (m)         1162.11   (f) ADJ UNCH    ?  
 GA1981
 GA1981.Superseded values are not recommended for survey control.
 GA1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1981.See file dsdata.txt to determine how the superseded data were derived.
 GA1981
 GA1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV778928(NAD 83)
 GA1981_MARKER: DD = SURVEY DISK
 GA1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1981+STABILITY: SURFACE MOTION
 GA1981
 GA1981  HISTORY     - Date     Condition        Report By
 GA1981  HISTORY     - UNK      MONUMENTED       TVA
 GA1981  HISTORY     - 1937     GOOD             TVA
 GA1981
 GA1981                          STATION DESCRIPTION
 GA1981
 GA1981'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1981'4.4 MI NW FROM DANDRIDGE.
 GA1981'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM DANDRIDGE,
 GA1981'JEFFERSON COUNTY, 6.1 MILES SOUTH OF JEFFERSON CITY, 0.4 MILE
 GA1981'NORTHEAST ALONG THE DUMPLIN VALLEY ROAD FROM OAKLAND CHURCH,
 GA1981'AT THE INTERSECTION OF THE DUMPLIN VALLEY ROAD, 48.8 FEET NORTHEAST
 GA1981'OF A HIGHWAY STOP SIGN, 18 FEET SOUTHEAST OF THE CENTERLINE
 GA1981'OF THE CROSS ROAD, NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA1981'ON THE J.E. UNDERWOOD SONS PROPERTY, 150 FEET NORTHEAST OF THE
 GA1981'UNDERWOOD 1-B STORE, 110 FEET SOUTHWEST OF A TWO-STORY HOUSE,
 GA1981'26 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 2 FEET
 GA1981'SOUTH OF THE PROPERTY LINE BETWEEN THE UNDERWOOD PROPERTY AND
 GA1981'THE W.B. BRUCE PROPERTY, AND 2 FEET SOUTHWEST OF A FENCE CORNER.
 GA1981'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A
 GA1981'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1833 ***********************************************************************
 GA1833  DESIGNATION -  LHT 164
 GA1833  PID         -  GA1833
 GA1833  STATE/COUNTY-  TN/JEFFERSON
 GA1833  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1833
 GA1833                         *CURRENT SURVEY CONTROL
 GA1833  ___________________________________________________________________
 GA1833* NAD 83(1986)-  36 02 42.     (N)    083 28 49.     (W)     SCALED    
 GA1833* NAVD 88     -       341.72   (+/-2cm)    1121.1    (feet)  VERTCON   
 GA1833  ___________________________________________________________________
 GA1833  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA1833
 GA1833  VERT ORDER  -  ? (See Below)
 GA1833
 GA1833.The horizontal coordinates were scaled from a topographic map and have
 GA1833.an estimated accuracy of +/- 6 seconds.
 GA1833
 GA1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1833.The vertical order pertains to the NGVD 29 superseded value.
 GA1833
 GA1833.The geoid height was determined by GEOID03.
 GA1833
 GA1833;                    North         East    Units  Estimated Accuracy
 GA1833;SPC TN       -   192,830.      827,020.      MT  (+/- 180 meters Scaled)
 GA1833
 GA1833                          SUPERSEDED SURVEY CONTROL
 GA1833
 GA1833  NGVD 29 (??/??/92)  341.870  (m)         1121.62   (f) ADJ UNCH    ?  
 GA1833
 GA1833.Superseded values are not recommended for survey control.
 GA1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1833.See file dsdata.txt to determine how the superseded data were derived.
 GA1833
 GA1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV765917(NAD 83)
 GA1833_MARKER: DD = SURVEY DISK
 GA1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1833+STABILITY: SURFACE MOTION
 GA1833
 GA1833  HISTORY     - Date     Condition        Report By
 GA1833  HISTORY     - UNK      MONUMENTED       TVA
 GA1833  HISTORY     - 1936     GOOD             TVA
 GA1833
 GA1833                          STATION DESCRIPTION
 GA1833
 GA1833'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1833'0.6 MI SW FROM OAKLAND CHURCH.
 GA1833'0.6 MILE SOUTHWEST ALONG A COUNTY ROAD FROM OAKLAND CHURCH, 1
 GA1833'MILE SOUTHWEST OF THE J.E. UNDERWOOD SONS STORE AT THE INTERSECTION
 GA1833'OF STATE HIGHWAY 92, ON THE J.W. HORNER PROPERTY, 200 FEET SOUTHWEST
 GA1833'OF A ONE-STORY HOUSE, 175 FEET EAST OF ANOTHER ONE-STORY HOUSE, AT
 GA1833'THE JUNCTION OF A ROAD LEADING SOUTHEAST, 18 FEET SOUTHEAST OF
 GA1833'THE CENTERLINE OF THE COUNTY ROAD, 12 FEET NORTHEAST OF THE
 GA1833'CENTERLINE OF THE SIDE ROAD, 43 FEET SOUTHEAST OF AN 18-INCH
 GA1833'WALNUT TREE, IN THE NORTHWEST CORNER OF A CULTIVATED FIELD, AND
 GA1833'2.6 FEET SOUTHEAST OF A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY
 GA1833'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1832 ***********************************************************************
 GA1832  DESIGNATION -  LHT 165
 GA1832  PID         -  GA1832
 GA1832  STATE/COUNTY-  TN/JEFFERSON
 GA1832  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1832
 GA1832                         *CURRENT SURVEY CONTROL
 GA1832  ___________________________________________________________________
 GA1832* NAD 83(1986)-  36 02 08.     (N)    083 29 40.     (W)     SCALED    
 GA1832* NAVD 88     -       323.62   (+/-2cm)    1061.7    (feet)  VERTCON   
 GA1832  ___________________________________________________________________
 GA1832  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA1832
 GA1832  VERT ORDER  -  ? (See Below)
 GA1832
 GA1832.The horizontal coordinates were scaled from a topographic map and have
 GA1832.an estimated accuracy of +/- 6 seconds.
 GA1832
 GA1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1832.The vertical order pertains to the NGVD 29 superseded value.
 GA1832
 GA1832.The geoid height was determined by GEOID03.
 GA1832
 GA1832;                    North         East    Units  Estimated Accuracy
 GA1832;SPC TN       -   191,750.      825,770.      MT  (+/- 180 meters Scaled)
 GA1832
 GA1832                          SUPERSEDED SURVEY CONTROL
 GA1832
 GA1832  NGVD 29 (??/??/92)  323.778  (m)         1062.26   (f) ADJ UNCH    ?  
 GA1832
 GA1832.Superseded values are not recommended for survey control.
 GA1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1832.See file dsdata.txt to determine how the superseded data were derived.
 GA1832
 GA1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV752907(NAD 83)
 GA1832_MARKER: DD = SURVEY DISK
 GA1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1832+STABILITY: SURFACE MOTION
 GA1832
 GA1832  HISTORY     - Date     Condition        Report By
 GA1832  HISTORY     - UNK      MONUMENTED       TVA
 GA1832  HISTORY     - 1936     GOOD             TVA
 GA1832
 GA1832                          STATION DESCRIPTION
 GA1832
 GA1832'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA1832'2 MI NE FROM PIEDMONT.
 GA1832'2 MILES NORTHEAST ALONG A COUNTY ROAD FROM PIEDMONT, 2 MILES
 GA1832'SOUTHWEST OF THE J.E. UNDERWOOD SONS STORE AT THE INTERSECTION
 GA1832'OF STATE HIGHWAY 92, 140 FEET NORTHEAST OF A WOODEN BRIDGE OVER
 GA1832'A BRANCH, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 55.4 FEET
 GA1832'NORTHEAST OF THE CENTER OF THE JUNCTION, 15 FEET NORTHWEST OF THE
 GA1832'CENTERLINE OF THE COUNTY ROAD, ON THE C.S. ALLEN PROPERTY, 100
 GA1832'FEET SOUTHWEST OF THE BARN, 20 FEET WEST OF A POLE, 5.4 FEET
 GA1832'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MILKHOUSE, AND 2 FEET
 GA1832'SOUTH OF THE RAIL FENCE AROUND THE PASTURE.  A TENNESSEE VALLEY
 GA1832'AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2382 ***********************************************************************
 GA2382  DESIGNATION -  LHT 166
 GA2382  PID         -  GA2382
 GA2382  STATE/COUNTY-  TN/JEFFERSON
 GA2382  USGS QUAD   -  NEW MARKET (1987)
 GA2382
 GA2382                         *CURRENT SURVEY CONTROL
 GA2382  ___________________________________________________________________
 GA2382* NAD 83(1986)-  36 01 40.     (N)    083 30 51.     (W)     SCALED    
 GA2382* NAVD 88     -       318.66   (+/-2cm)    1045.5    (feet)  VERTCON   
 GA2382  ___________________________________________________________________
 GA2382  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2382
 GA2382  VERT ORDER  -  ? (See Below)
 GA2382
 GA2382.The horizontal coordinates were scaled from a topographic map and have
 GA2382.an estimated accuracy of +/- 6 seconds.
 GA2382
 GA2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2382.The vertical order pertains to the NGVD 29 superseded value.
 GA2382
 GA2382.The geoid height was determined by GEOID03.
 GA2382
 GA2382;                    North         East    Units  Estimated Accuracy
 GA2382;SPC TN       -   190,840.      824,020.      MT  (+/- 180 meters Scaled)
 GA2382
 GA2382                          SUPERSEDED SURVEY CONTROL
 GA2382
 GA2382  NGVD 29 (??/??/92)  318.822  (m)         1046.00   (f) ADJ UNCH    ?  
 GA2382
 GA2382.Superseded values are not recommended for survey control.
 GA2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2382.See file dsdata.txt to determine how the superseded data were derived.
 GA2382
 GA2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV734899(NAD 83)
 GA2382_MARKER: DD = SURVEY DISK
 GA2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2382+STABILITY: SURFACE MOTION
 GA2382
 GA2382  HISTORY     - Date     Condition        Report By
 GA2382  HISTORY     - UNK      MONUMENTED       TVA
 GA2382  HISTORY     - 1936     GOOD             TVA
 GA2382
 GA2382                          STATION DESCRIPTION
 GA2382
 GA2382'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2382'0.8 MI E FROM PIEDMONT.
 GA2382'0.8 MILE EAST ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON COUNTY,
 GA2382'0.4 MILE NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 70, 375
 GA2382'FEET SOUTHWEST OF THE TWO-STORY FARMHOUSE, 300 FEET SOUTH OF A
 GA2382'LARGE BARN, 200 FEET NORTHWEST OF ANOTHER LARGE BARN, 150 FEET
 GA2382'NORTHWEST OF A SPRING, 70 FEET NORTHWEST OF A CONCRETE BRIDGE,
 GA2382'30 FEET NORTHWEST OF A 24-INCH FORKED CEDAR TREE, 20.6 FEET
 GA2382'SOUTHWEST OF A 20-INCH CEDAR TREE WITH THE TOP BROKEN OFF, ON
 GA2382'THE NORTH SIDE OF THE COUNTY ROAD, AND ON THE OUTSIDE OF A CURVE.
 GA2382'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A
 GA2382'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2553 ***********************************************************************
 GA2553  DESIGNATION -  LHT 1687
 GA2553  PID         -  GA2553
 GA2553  STATE/COUNTY-  TN/UNION
 GA2553  USGS QUAD   -  GRAVESTON (1987)
 GA2553
 GA2553                         *CURRENT SURVEY CONTROL
 GA2553  ___________________________________________________________________
 GA2553* NAD 83(1986)-  36 13 24.     (N)    083 51 04.     (W)     SCALED    
 GA2553* NAVD 88     -       346.442  (meters)    1136.62   (feet)  ADJUSTED  
 GA2553  ___________________________________________________________________
 GA2553  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2553  DYNAMIC HT  -         346.126 (meters)    1135.58  (feet)  COMP
 GA2553  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 GA2553
 GA2553  VERT ORDER  -  SECOND    CLASS 0
 GA2553
 GA2553.The horizontal coordinates were scaled from a topographic map and have
 GA2553.an estimated accuracy of +/- 6 seconds.
 GA2553
 GA2553.The orthometric height was determined by differential leveling
 GA2553.and adjusted by the National Geodetic Survey in June 1991..
 GA2553
 GA2553.The geoid height was determined by GEOID03.
 GA2553
 GA2553.The dynamic height is computed by dividing the NAVD 88
 GA2553.geopotential number by the normal gravity value computed on the
 GA2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2553.degrees latitude (g = 980.6199 gals.).
 GA2553
 GA2553.The modeled gravity was interpolated from observed gravity values.
 GA2553
 GA2553;                    North         East    Units  Estimated Accuracy
 GA2553;SPC TN       -   211,820.      793,180.      MT  (+/- 180 meters Scaled)
 GA2553
 GA2553                          SUPERSEDED SURVEY CONTROL
 GA2553
 GA2553  NGVD 29 (??/??/92)  346.518  (m)         1136.87   (f) ADJ UNCH    2 0
 GA2553
 GA2553.Superseded values are not recommended for survey control.
 GA2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2553.See file dsdata.txt to determine how the superseded data were derived.
 GA2553
 GA2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA437124(NAD 83)
 GA2553_MARKER: Z = SEE DESCRIPTION
 GA2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2553_STAMPING: LHT 1687 1940
 GA2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2553+STABILITY: SURFACE MOTION
 GA2553
 GA2553  HISTORY     - Date     Condition        Report By
 GA2553  HISTORY     - 1940     MONUMENTED       TVA
 GA2553  HISTORY     - 1964     GOOD             TNHD
 GA2553  HISTORY     - 1980     GOOD             NGS
 GA2553
 GA2553                          STATION DESCRIPTION
 GA2553
 GA2553'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2553'3 MI SW FROM MAYNARDVILLE.
 GA2553'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2553'33 FOR 3.3 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 60 FEET
 GA2553'SOUTHEAST OF THE NORTHEAST CORNER OF A BARN, 25 FEET NORTHEAST OF
 GA2553'THE APPROXIMATE CENTER OF STATE ROUTE 33, 18 FEET NORTH OF THE
 GA2553'NORTH END OF A PIPE CULVERT, 2 FEET NORTHEAST OF A WIRE FENCE
 GA2553'AND 0.8 FOOT NORTHEAST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GA2553'IS A TENNESSEE VALLEY AUTHORITY SURVEY MARKER SET IN A 6-INCH
 GA2553'SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE THE
 GA2553'GROUND.
 GA2553
 GA2553                          STATION RECOVERY (1980)
 GA2553
 GA2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2553'IT HAS 2 IRON PINS DRIVEN BESIDE IT AND IS NORTHWEST INSTEAD OF NORTH
 GA2553'EAST OF THE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2540 ***********************************************************************
 GA2540  DESIGNATION -  LHT 1689
 GA2540  PID         -  GA2540
 GA2540  STATE/COUNTY-  TN/UNION
 GA2540  USGS QUAD   -  GRAVESTON (1987)
 GA2540
 GA2540                         *CURRENT SURVEY CONTROL
 GA2540  ___________________________________________________________________
 GA2540* NAD 83(1986)-  36 14 40.     (N)    083 48 31.     (W)     SCALED    
 GA2540* NAVD 88     -       365.274  (meters)    1198.40   (feet)  ADJUSTED  
 GA2540  ___________________________________________________________________
 GA2540  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2540  DYNAMIC HT  -         364.941 (meters)    1197.31  (feet)  COMP
 GA2540  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 GA2540
 GA2540  VERT ORDER  -  SECOND    CLASS 0
 GA2540
 GA2540.The horizontal coordinates were scaled from a topographic map and have
 GA2540.an estimated accuracy of +/- 6 seconds.
 GA2540
 GA2540.The orthometric height was determined by differential leveling
 GA2540.and adjusted by the National Geodetic Survey in June 1991..
 GA2540
 GA2540.The geoid height was determined by GEOID03.
 GA2540
 GA2540.The dynamic height is computed by dividing the NAVD 88
 GA2540.geopotential number by the normal gravity value computed on the
 GA2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2540.degrees latitude (g = 980.6199 gals.).
 GA2540
 GA2540.The modeled gravity was interpolated from observed gravity values.
 GA2540
 GA2540;                    North         East    Units  Estimated Accuracy
 GA2540;SPC TN       -   214,240.      796,950.      MT  (+/- 180 meters Scaled)
 GA2540
 GA2540                          SUPERSEDED SURVEY CONTROL
 GA2540
 GA2540  NGVD 29 (??/??/92)  365.346  (m)         1198.64   (f) ADJ UNCH    2 0
 GA2540
 GA2540.Superseded values are not recommended for survey control.
 GA2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2540.See file dsdata.txt to determine how the superseded data were derived.
 GA2540
 GA2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA476147(NAD 83)
 GA2540_MARKER: DD = SURVEY DISK
 GA2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2540_STAMPING: LHT 1689 1964
 GA2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2540+STABILITY: SURFACE MOTION
 GA2540
 GA2540  HISTORY     - Date     Condition        Report By
 GA2540  HISTORY     - 1940     MONUMENTED       TVA
 GA2540  HISTORY     - 1964     GOOD             TNHD
 GA2540
 GA2540                          STATION DESCRIPTION
 GA2540
 GA2540'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2540'1 MI SW FROM MAYNARDVILLE.
 GA2540'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2540'33 FOR 0.6 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED AT
 GA2540'THE ENTRANCE TO THE CARR CEMETERY, 48 FEET SOUTHEAST OF THE
 GA2540'APPROXIMATE CENTER OF STATE ROUTE 33, 16 FEET SOUTHEAST OF AN
 GA2540'18-INCH PINE TREE AND 0.5 FOOT SOUTH OF A METAL WITNESS POST WITH
 GA2540'SIGN.  THE MARK IS A TENNESSEE VALLEY AUTHORITY SURVEY MARKER SET
 GA2540'IN A 6-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES
 GA2540'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3259 ***********************************************************************
 GA3259  DESIGNATION -  LHT 1689 RESET
 GA3259  PID         -  GA3259
 GA3259  STATE/COUNTY-  TN/UNION
 GA3259  USGS QUAD   -  GRAVESTON (1987)
 GA3259
 GA3259                         *CURRENT SURVEY CONTROL
 GA3259  ___________________________________________________________________
 GA3259* NAD 83(1986)-  36 14 40.     (N)    083 48 31.     (W)     SCALED    
 GA3259* NAVD 88     -       365.38   (meters)    1198.8    (feet)  RESET     
 GA3259  ___________________________________________________________________
 GA3259  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA3259
 GA3259  VERT ORDER  -  THIRD
 GA3259
 GA3259.The horizontal coordinates were scaled from a topographic map and have
 GA3259.an estimated accuracy of +/- 6 seconds.
 GA3259
 GA3259.The orthometric height was computed from unverified reset data.
 GA3259.No vertical observational check was made to the station.
 GA3259
 GA3259.The geoid height was determined by GEOID03.
 GA3259
 GA3259;                    North         East    Units  Estimated Accuracy
 GA3259;SPC TN       -   214,240.      796,950.      MT  (+/- 180 meters Scaled)
 GA3259
 GA3259                          SUPERSEDED SURVEY CONTROL
 GA3259
 GA3259  NGVD 29 (10/12/01)  365.45   (m)         1199.0    (f) RESET       3  
 GA3259
 GA3259.Superseded values are not recommended for survey control.
 GA3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3259.See file dsdata.txt to determine how the superseded data were derived.
 GA3259
 GA3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA476147(NAD 83)
 GA3259_MARKER: DB = BENCH MARK DISK
 GA3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3259_STAMPING: LHT 1689 TVA RESET 1980
 GA3259_MARK LOGO: NGS   
 GA3259_PROJECTION: FLUSH
 GA3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3259+STABILITY: SURFACE MOTION
 GA3259
 GA3259  HISTORY     - Date     Condition        Report By
 GA3259  HISTORY     - 1980     MONUMENTED       NGS
 GA3259
 GA3259                          STATION DESCRIPTION
 GA3259
 GA3259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3259'1.0 MI SW FROM MAYNARDVILLE.
 GA3259'0.6 MILE SOUTHWEST ALONG OLD STATE HIGHWAY 33 FROM THE POST OFFICE
 GA3259'IN MAYNARDVILLE TO THE MARK ON THE LEFT, 2 FEET NORTH OF A TELEPHONE
 GA3259'POLE, 27 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 GA3259'NORTHWEST OF A 24-INCH PINE TREE, 30 FEET NORTH OF THE CENTERLINE OF
 GA3259'CEMETERY DRIVE, AND 72 FEET NORTHWEST OF THE CENTER OF A TOMBSTONE
 GA3259'CARR WILLARD ALVILVAO.
 GA3259'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0756 ***********************************************************************
 GB0756  DESIGNATION -  LHT 1707
 GB0756  PID         -  GB0756
 GB0756  STATE/COUNTY-  TN/ANDERSON
 GB0756  USGS QUAD   -  NORRIS (1990)
 GB0756
 GB0756                         *CURRENT SURVEY CONTROL
 GB0756  ___________________________________________________________________
 GB0756* NAD 83(1986)-  36 08 37.     (N)    084 00 56.     (W)     SCALED    
 GB0756* NAVD 88     -       285.340  (meters)     936.15   (feet)  ADJUSTED  
 GB0756  ___________________________________________________________________
 GB0756  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GB0756  DYNAMIC HT  -         285.078 (meters)     935.29  (feet)  COMP
 GB0756  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GB0756
 GB0756  VERT ORDER  -  SECOND    CLASS 0
 GB0756
 GB0756.The horizontal coordinates were scaled from a topographic map and have
 GB0756.an estimated accuracy of +/- 6 seconds.
 GB0756
 GB0756.The orthometric height was determined by differential leveling
 GB0756.and adjusted by the National Geodetic Survey in June 1991..
 GB0756
 GB0756.The geoid height was determined by GEOID03.
 GB0756
 GB0756.The dynamic height is computed by dividing the NAVD 88
 GB0756.geopotential number by the normal gravity value computed on the
 GB0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0756.degrees latitude (g = 980.6199 gals.).
 GB0756
 GB0756.The modeled gravity was interpolated from observed gravity values.
 GB0756
 GB0756;                    North         East    Units  Estimated Accuracy
 GB0756;SPC TN       -   202,660.      778,580.      MT  (+/- 180 meters Scaled)
 GB0756
 GB0756                          SUPERSEDED SURVEY CONTROL
 GB0756
 GB0756  NGVD 29 (??/??/92)  285.462  (m)          936.55   (f) ADJ UNCH    2 0
 GB0756
 GB0756.Superseded values are not recommended for survey control.
 GB0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0756.See file dsdata.txt to determine how the superseded data were derived.
 GB0756
 GB0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF685040(NAD 83)
 GB0756_MARKER: DD = SURVEY DISK
 GB0756_SETTING: 0 = UNSPECIFIED SETTING
 GB0756_STAMPING: LHT 1707
 GB0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0756
 GB0756  HISTORY     - Date     Condition        Report By
 GB0756  HISTORY     - UNK      MONUMENTED       TVA
 GB0756  HISTORY     - 1964     GOOD             TNHD
 GB0756
 GB0756                          STATION DESCRIPTION
 GB0756
 GB0756'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0756'4.3 MI E FROM NORRIS.
 GB0756'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61,
 GB0756'AT NORRIS, GO EASTERLY FOR 4.3 MILES TO THE INTERSECTION OF HINES
 GB0756'CREEK ROAD AND THE MARK ON THE LEFT.  THE MARK IS 87 FEET WEST
 GB0756'OF THE APPROXIMATE CENTER OF HINES CREEK ROAD, 42 FEET
 GB0756'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 18
 GB0756'FEET WEST OF A FOUR PRONGED CEDAR TREE, 15 FEET NORTHWEST OF
 GB0756'TELEPHONE POLE NO. 569 AND 0.8 FOOT SOUTH OF A METAL WITNESS
 GB0756'POST WITH SIGN.  THE MARK IS A TVA SURVEY MARKER, PROJECTING
 GB0756'2-INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2473 ***********************************************************************
 GA2473  DESIGNATION -  LHT 1716
 GA2473  PID         -  GA2473
 GA2473  STATE/COUNTY-  TN/KNOX
 GA2473  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2473
 GA2473                         *CURRENT SURVEY CONTROL
 GA2473  ___________________________________________________________________
 GA2473* NAD 83(1986)-  36 04 59.     (N)    083 56 05.     (W)     SCALED    
 GA2473* NAVD 88     -       315.418  (meters)    1034.83   (feet)  ADJUSTED  
 GA2473  ___________________________________________________________________
 GA2473  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2473  DYNAMIC HT  -         315.125 (meters)    1033.87  (feet)  COMP
 GA2473  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 GA2473
 GA2473  VERT ORDER  -  SECOND    CLASS 0
 GA2473
 GA2473.The horizontal coordinates were scaled from a topographic map and have
 GA2473.an estimated accuracy of +/- 6 seconds.
 GA2473
 GA2473.The orthometric height was determined by differential leveling
 GA2473.and adjusted by the National Geodetic Survey in June 1991..
 GA2473
 GA2473.The geoid height was determined by GEOID03.
 GA2473
 GA2473.The dynamic height is computed by dividing the NAVD 88
 GA2473.geopotential number by the normal gravity value computed on the
 GA2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2473.degrees latitude (g = 980.6199 gals.).
 GA2473
 GA2473.The modeled gravity was interpolated from observed gravity values.
 GA2473
 GA2473;                    North         East    Units  Estimated Accuracy
 GA2473;SPC TN       -   196,090.      786,000.      MT  (+/- 180 meters Scaled)
 GA2473
 GA2473                          SUPERSEDED SURVEY CONTROL
 GA2473
 GA2473  NGVD 29 (??/??/92)  315.530  (m)         1035.20   (f) ADJ UNCH    2 0
 GA2473
 GA2473.Superseded values are not recommended for survey control.
 GA2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2473.See file dsdata.txt to determine how the superseded data were derived.
 GA2473
 GA2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV357971(NAD 83)
 GA2473_MARKER: DD = SURVEY DISK
 GA2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2473_STAMPING: LHT 1716 1940
 GA2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2473+STABILITY: SURFACE MOTION
 GA2473
 GA2473  HISTORY     - Date     Condition        Report By
 GA2473  HISTORY     - 1940     MONUMENTED       TVA
 GA2473  HISTORY     - 1964     GOOD             TNGS
 GA2473  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2473
 GA2473                          STATION DESCRIPTION
 GA2473
 GA2473'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GA2473'0.4 MI NW FROM KNOXVILLE.
 GA2473'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 33 NEAR
 GA2473'HALLS CROSSROADS, GO NORTHWEST ON U.S. HIGHWAY 441 FOR 0.4 MILE TO
 GA2473'THE MARK ON THE RIGHT.  THE MARK IS 59 FEET NORTH NORTHEAST OF
 GA2473'THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 47 FEET NORTHWEST
 GA2473'OF THE APPROXIMATE CENTER OF A PAVED ROAD, 11 FEET NORTHWEST OF
 GA2473'A POWER POLE S 141 AND 0.6 FOOT SOUTHEAST OF A METAL WITNESS POST
 GA2473'WITH SIGN.  THE MARK IS A T.V.A. SURVEY MARKER SET IN A 6-INCH
 GA2473'SQUARE, CONCRETE MONUMENT, PROJECTING ABOUT 7 INCHES ABOVE THE
 GA2473'SURFACE.
 GA2473
 GA2473                          STATION RECOVERY (1980)
 GA2473
 GA2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0531 ***********************************************************************
 GA0531  DESIGNATION -  LHT 310
 GA0531  PID         -  GA0531
 GA0531  STATE/COUNTY-  TN/WASHINGTON
 GA0531  USGS QUAD   -  BOONE DAM (1968)
 GA0531
 GA0531                         *CURRENT SURVEY CONTROL
 GA0531  ___________________________________________________________________
 GA0531* NAD 83(1986)-  36 25 41.     (N)    082 27 41.     (W)     SCALED    
 GA0531* NAVD 88     -       440.13   (+/-2cm)    1444.0    (feet)  VERTCON   
 GA0531  ___________________________________________________________________
 GA0531  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0531
 GA0531  VERT ORDER  -  ? (See Below)
 GA0531
 GA0531.The horizontal coordinates were scaled from a topographic map and have
 GA0531.an estimated accuracy of +/- 6 seconds.
 GA0531
 GA0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0531.The vertical order pertains to the NGVD 29 superseded value.
 GA0531
 GA0531.The geoid height was determined by GEOID03.
 GA0531
 GA0531;                    North         East    Units  Estimated Accuracy
 GA0531;SPC TN       -   238,150.      917,250.      MT  (+/- 180 meters Scaled)
 GA0531
 GA0531                          SUPERSEDED SURVEY CONTROL
 GA0531
 GA0531  NGVD 29 (??/??/92)  440.274  (m)         1444.47   (f) ADJ UNCH    ?  
 GA0531
 GA0531.Superseded values are not recommended for survey control.
 GA0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0531.See file dsdata.txt to determine how the superseded data were derived.
 GA0531
 GA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA690324(NAD 83)
 GA0531_MARKER: DB = BENCH MARK DISK
 GA0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0531+STABILITY: SURFACE MOTION
 GA0531
 GA0531  HISTORY     - Date     Condition        Report By
 GA0531  HISTORY     - UNK      MONUMENTED       TVA
 GA0531  HISTORY     - 1937     GOOD             TVA
 GA0531  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 GA0531
 GA0531                          STATION DESCRIPTION
 GA0531
 GA0531'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0531'1 MI NE FROM GRAY.
 GA0531'1.0 MILE NORTHEAST ALONG THE GRAY-HODGES COUNTY ROAD FROM GRAY,
 GA0531'WASHINGTON COUNTY, ON PROPERTY OWNED BY MIDE GRAY, 1,000 FEET
 GA0531'WEST OF A LARGE BARN, 900 FEET NORTHWEST OF A TWO-STORY FARMHOUSE,
 GA0531'850 FEET NORTH OF ANOTHER TWO-STORY FARMHOUSE, 600 FEET EAST OF A
 GA0531'THIRD TWO-STORY FARMHOUSE, IN THE EAST CORNER OF THE INTERSECTION
 GA0531'OF A COUNTY ROAD, 53.2 FEET SOUTHEAST OF POWER-TRANSMISSION LINE
 GA0531'JUNCTION POLE 21, BETWEEN THE NORTHEAST EDGE OF THE
 GA0531'NORTHWEST-AND-SOUTHEAST COUNTY ROAD AND A FENCE LINE, AND AT THE
 GA0531'SOUTHEAST GATEPOST.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0531'SET IN THE TOP OF A CONCRETE POST.
 GA0531
 GA0531                          STATION RECOVERY (1979)
 GA0531
 GA0531'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GA0531'THE POWER POLE NO. 21 GONE, FENCE LINE AND GATE POST GONE. AREA
 GA0531'DESCRIBING LOCATION OF BM IS CURRENTLY A FRONT LAWN. PROPERTY OWNER
 GA0531'LIVING AT SITE FOR 5 YEARS HAS NEVER SEEN THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0532 ***********************************************************************
 GA0532  DESIGNATION -  LHT 311
 GA0532  PID         -  GA0532
 GA0532  STATE/COUNTY-  TN/SULLIVAN
 GA0532  USGS QUAD   -  BOONE DAM (1968)
 GA0532
 GA0532                         *CURRENT SURVEY CONTROL
 GA0532  ___________________________________________________________________
 GA0532* NAD 83(1986)-  36 26 24.     (N)    082 27 15.     (W)     SCALED    
 GA0532* NAVD 88     -       430.64   (+/-2cm)    1412.9    (feet)  VERTCON   
 GA0532  ___________________________________________________________________
 GA0532  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GA0532
 GA0532  VERT ORDER  -  ? (See Below)
 GA0532
 GA0532.The horizontal coordinates were scaled from a topographic map and have
 GA0532.an estimated accuracy of +/- 6 seconds.
 GA0532
 GA0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0532.The vertical order pertains to the NGVD 29 superseded value.
 GA0532
 GA0532.The geoid height was determined by GEOID03.
 GA0532
 GA0532;                    North         East    Units  Estimated Accuracy
 GA0532;SPC TN       -   239,500.      917,850.      MT  (+/- 180 meters Scaled)
 GA0532
 GA0532                          SUPERSEDED SURVEY CONTROL
 GA0532
 GA0532  NGVD 29 (??/??/92)  430.783  (m)         1413.33   (f) ADJ UNCH    ?  
 GA0532
 GA0532.Superseded values are not recommended for survey control.
 GA0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0532.See file dsdata.txt to determine how the superseded data were derived.
 GA0532
 GA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA696337(NAD 83)
 GA0532_MARKER: DB = BENCH MARK DISK
 GA0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0532+STABILITY: SURFACE MOTION
 GA0532
 GA0532  HISTORY     - Date     Condition        Report By
 GA0532  HISTORY     - UNK      MONUMENTED       TVA
 GA0532  HISTORY     - 1937     GOOD             TVA
 GA0532
 GA0532                          STATION DESCRIPTION
 GA0532
 GA0532'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0532'2 MI NE FROM GRAY.
 GA0532'IN SULLIVAN COUNTY, 2.0 MILES NORTHEAST ALONG THE GRAY-HODGES
 GA0532'COUNTY ROAD FROM GRAY, WASHINGTON COUNTY, 0.3 MILE SOUTHWEST OF
 GA0532'HODGES, ON PROPERTY OWNED BY C.P. REED, 1,100 FEET NORTHEAST
 GA0532'OF A ONE-STORY FARMHOUSE ON A HILLTOP, 900 FEET NORTH OF A LARGE
 GA0532'BARN ON A HILLTOP, 900 FEET WEST OF A ONE-STORY FARMHOUSE AT
 GA0532'A GROVE IN A HOLLOW, AT THE INTERSECTION OF U.S. HIGHWAY 23,
 GA0532'60 FEET EAST OF THE INTERSECTION, 110 FEET NORTHWEST ALONG THE
 GA0532'FENCE LINE FROM THE DOWNSTREAM END OF A BARREL CULVERT UNDER THE
 GA0532'HIGHWAY, 42.3 FEET SOUTHEAST OF A POWER-TRANSMISSION LINE JUNCTION
 GA0532'POLE, 25 FEET NORTHEAST OF A HIGHWAY MARKER, 14.8 FEET WEST OF
 GA0532'A POLE, AND IN AN EAST FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY
 GA0532'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0533 ***********************************************************************
 GA0533  DESIGNATION -  LHT 312
 GA0533  PID         -  GA0533
 GA0533  STATE/COUNTY-  TN/SULLIVAN
 GA0533  USGS QUAD   -  BOONE DAM (1968)
 GA0533
 GA0533                         *CURRENT SURVEY CONTROL
 GA0533  ___________________________________________________________________
 GA0533* NAD 83(1986)-  36 26 44.     (N)    082 26 43.     (W)     SCALED    
 GA0533* NAVD 88     -       425.98   (+/-2cm)    1397.6    (feet)  VERTCON   
 GA0533  ___________________________________________________________________
 GA0533  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GA0533
 GA0533  VERT ORDER  -  ? (See Below)
 GA0533
 GA0533.The horizontal coordinates were scaled from a topographic map and have
 GA0533.an estimated accuracy of +/- 6 seconds.
 GA0533
 GA0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0533.The vertical order pertains to the NGVD 29 superseded value.
 GA0533
 GA0533.The geoid height was determined by GEOID03.
 GA0533
 GA0533;                    North         East    Units  Estimated Accuracy
 GA0533;SPC TN       -   240,140.      918,630.      MT  (+/- 180 meters Scaled)
 GA0533
 GA0533                          SUPERSEDED SURVEY CONTROL
 GA0533
 GA0533  NGVD 29 (??/??/92)  426.122  (m)         1398.04   (f) ADJ UNCH    ?  
 GA0533
 GA0533.Superseded values are not recommended for survey control.
 GA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0533.See file dsdata.txt to determine how the superseded data were derived.
 GA0533
 GA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA704343(NAD 83)
 GA0533_MARKER: DD = SURVEY DISK
 GA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0533+STABILITY: SURFACE MOTION
 GA0533
 GA0533  HISTORY     - Date     Condition        Report By
 GA0533  HISTORY     - UNK      MONUMENTED       TVA
 GA0533  HISTORY     - 1937     GOOD             TVA
 GA0533
 GA0533                          STATION DESCRIPTION
 GA0533
 GA0533'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0533'2.9 MI NE FROM GRAY.
 GA0533'IN SULLIVAN COUNTY, 2.9 MILES NORTHEAST ALONG COUNTY ROADS FROM
 GA0533'GRAY, WASHINGTON COUNTY, ON THE TRI-CITY AIRPORT ROAD, 1,100
 GA0533'FEET SOUTHWEST OF THE BRIDGE OVER SOUTH FORK HOLSTON RIVER, 400
 GA0533'FEET WEST OF A 24-INCH CEDAR TREE NEAR A 20-INCH PERSIMMON TREE
 GA0533'ON THE EAST SIDE OF THE ROAD, 200 FEET SOUTH OF A 26-INCH WALNUT
 GA0533'TREE, ON PROPERTY OWNED BY SAM GRAY, 15.4 FEET WEST ALONG A FENCE
 GA0533'LINE FROM A NORTHEAST FENCE CORNER, ON THE TOP OF A CUT ON THE
 GA0533'WEST SIDE OF THE ROAD, IN A HAY FIELD, AND ON THE NORTH SIDE OF
 GA0533'THE PASTURE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0533'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0534 ***********************************************************************
 GA0534  DESIGNATION -  LHT 313
 GA0534  PID         -  GA0534
 GA0534  STATE/COUNTY-  TN/SULLIVAN
 GA0534  USGS QUAD   -  BOONE DAM (1968)
 GA0534
 GA0534                         *CURRENT SURVEY CONTROL
 GA0534  ___________________________________________________________________
 GA0534* NAD 83(1986)-  36 26 49.     (N)    082 26 40.     (W)     SCALED    
 GA0534* NAVD 88     -       406.60   (+/-2cm)    1334.0    (feet)  VERTCON   
 GA0534  ___________________________________________________________________
 GA0534  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GA0534
 GA0534  VERT ORDER  -  ? (See Below)
 GA0534
 GA0534.The horizontal coordinates were scaled from a topographic map and have
 GA0534.an estimated accuracy of +/- 6 seconds.
 GA0534
 GA0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0534.The vertical order pertains to the NGVD 29 superseded value.
 GA0534
 GA0534.The geoid height was determined by GEOID03.
 GA0534
 GA0534;                    North         East    Units  Estimated Accuracy
 GA0534;SPC TN       -   240,300.      918,700.      MT  (+/- 180 meters Scaled)
 GA0534
 GA0534                          SUPERSEDED SURVEY CONTROL
 GA0534
 GA0534  NGVD 29 (??/??/92)  406.744  (m)         1334.46   (f) ADJ UNCH    ?  
 GA0534
 GA0534.Superseded values are not recommended for survey control.
 GA0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0534.See file dsdata.txt to determine how the superseded data were derived.
 GA0534
 GA0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA705344(NAD 83)
 GA0534_MARKER: DD = SURVEY DISK
 GA0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0534+STABILITY: SURFACE MOTION
 GA0534
 GA0534  HISTORY     - Date     Condition        Report By
 GA0534  HISTORY     - UNK      MONUMENTED       TVA
 GA0534  HISTORY     - 1937     GOOD             TVA
 GA0534
 GA0534                          STATION DESCRIPTION
 GA0534
 GA0534'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0534'3 MI NE FROM GRAY.
 GA0534'IN SULLIVAN COUNTY, 3.0 MILES NORTHEAST ALONG COUNTY ROADS
 GA0534'FROM GRAY, WASHINGTON COUNTY, ON THE LEFT BANK OF SOUTH FORK
 GA0534'HOLSTON RIVER, ON THE EAST SIDE OF THE NEW (1939) TRI-CITY
 GA0534'AIRPORT ROAD, ON THE PROPERTY OF J.T. BICKLEY, 210 FEET SOUTH OF A
 GA0534'ONE-STORY FARMHOUSE IN TIMBER 125 FEET SOUTHWEST OF THE WEST
 GA0534'ABUTMENT OF THE BRIDGE OVER SOUTH FORK HOLSTON RIVER, 425 FEET
 GA0534'SOUTH OF A 50-INCH WHITE OAK TREE, 300 FEET NORTHEAST OF A
 GA0534'20-INCH LOCUST TREE, 50 FEET WEST OF A 20-INCH CEDAR STUMP WITH
 GA0534'A 5-INCH FORK, 37 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 GA0534'21.4 FEET NORTH OF A 6-INCH BLACK OAK TREE, AND 6.8 FEET NORTHWEST
 GA0534'OF A 10-INCH CEDAR.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0534'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0537 ***********************************************************************
 GA0537  DESIGNATION -  LHT 314
 GA0537  PID         -  GA0537
 GA0537  STATE/COUNTY-  TN/SULLIVAN
 GA0537  USGS QUAD   -  BOONE DAM (1968)
 GA0537
 GA0537                         *CURRENT SURVEY CONTROL
 GA0537  ___________________________________________________________________
 GA0537* NAD 83(1986)-  36 27 06.     (N)    082 26 24.     (W)     SCALED    
 GA0537* NAVD 88     -       423.55   (+/-2cm)    1389.6    (feet)  VERTCON   
 GA0537  ___________________________________________________________________
 GA0537  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GA0537
 GA0537  VERT ORDER  -  ? (See Below)
 GA0537
 GA0537.The horizontal coordinates were scaled from a topographic map and have
 GA0537.an estimated accuracy of +/- 6 seconds.
 GA0537
 GA0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0537.The vertical order pertains to the NGVD 29 superseded value.
 GA0537
 GA0537.The geoid height was determined by GEOID03.
 GA0537
 GA0537;                    North         East    Units  Estimated Accuracy
 GA0537;SPC TN       -   240,840.      919,070.      MT  (+/- 180 meters Scaled)
 GA0537
 GA0537                          SUPERSEDED SURVEY CONTROL
 GA0537
 GA0537  NGVD 29 (??/??/92)  423.691  (m)         1390.06   (f) ADJ UNCH    ?  
 GA0537
 GA0537.Superseded values are not recommended for survey control.
 GA0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0537.See file dsdata.txt to determine how the superseded data were derived.
 GA0537
 GA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA709350(NAD 83)
 GA0537_MARKER: DD = SURVEY DISK
 GA0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0537+STABILITY: SURFACE MOTION
 GA0537
 GA0537  HISTORY     - Date     Condition        Report By
 GA0537  HISTORY     - UNK      MONUMENTED       TVA
 GA0537  HISTORY     - 1948     GOOD             TVA
 GA0537
 GA0537                          STATION DESCRIPTION
 GA0537
 GA0537'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1948
 GA0537'3.4 MI NE FROM GRAY.
 GA0537'IN SULLIVAN COUNTY, 3.4 MILES NORTHEAST ALONG COUNTY ROADS FROM
 GA0537'GRAY, WASHINGTON COUNTY, ON THE TRI-CITY AIRPORT ROAD, ON THE
 GA0537'RIGHT BANK OF SOUTH FORK HOLSTON RIVER, ON THE PROPERTY OF JIM
 GA0537'MILHORN, 1,400 FEET SOUTHWEST OF A ONE-STORY FARMHOUSE, 550 FEET
 GA0537'NORTHEAST OF A TWO-STORY FARMHOUSE, 400 FEET NORTH OF THE CROSSING
 GA0537'OF A NORTHWEST-AND-SOUTHEAST FARM ROAD, IN A HILLSIDE WOOD FIELD
 GA0537'ON THE WEST SIDE OF THE ROAD, 60.5 FEET SOUTHEAST OF A 3-INCH
 GA0537'CEDAR TREE, 20.9 FEET NORTHEAST OF A 2-INCH PERSIMMON TREE, AND
 GA0537'ON A SLOPE SOUTHEAST AND DOWNHILL FROM A LOW OUTCROPPING ROCK
 GA0537'LEDGE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, SET IN THE
 GA0537'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0538 ***********************************************************************
 GA0538  DESIGNATION -  LHT 315
 GA0538  PID         -  GA0538
 GA0538  STATE/COUNTY-  TN/SULLIVAN
 GA0538  USGS QUAD   -  BOONE DAM (1968)
 GA0538
 GA0538                         *CURRENT SURVEY CONTROL
 GA0538  ___________________________________________________________________
 GA0538* NAD 83(1986)-  36 27 13.     (N)    082 26 40.     (W)     SCALED    
 GA0538* NAVD 88     -       390.45   (+/-2cm)    1281.0    (feet)  VERTCON   
 GA0538  ___________________________________________________________________
 GA0538  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GA0538
 GA0538  VERT ORDER  -  ? (See Below)
 GA0538
 GA0538.The horizontal coordinates were scaled from a topographic map and have
 GA0538.an estimated accuracy of +/- 6 seconds.
 GA0538
 GA0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0538.The vertical order pertains to the NGVD 29 superseded value.
 GA0538
 GA0538.The geoid height was determined by GEOID03.
 GA0538
 GA0538;                    North         East    Units  Estimated Accuracy
 GA0538;SPC TN       -   241,040.      918,670.      MT  (+/- 180 meters Scaled)
 GA0538
 GA0538                          SUPERSEDED SURVEY CONTROL
 GA0538
 GA0538  NGVD 29 (??/??/92)  390.594  (m)         1281.47   (f) ADJ UNCH    ?  
 GA0538
 GA0538.Superseded values are not recommended for survey control.
 GA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0538.See file dsdata.txt to determine how the superseded data were derived.
 GA0538
 GA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA705352(NAD 83)
 GA0538_MARKER: DD = SURVEY DISK
 GA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0538+STABILITY: SURFACE MOTION
 GA0538
 GA0538  HISTORY     - Date     Condition        Report By
 GA0538  HISTORY     - UNK      MONUMENTED       USGS
 GA0538  HISTORY     - 1937     GOOD             TVA
 GA0538
 GA0538                          STATION DESCRIPTION
 GA0538
 GA0538'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0538'3.7 MI NE FROM GRAY.
 GA0538'IN SULLIVAN COUNTY, 3.7 MILES NORTHEAST ALONG COUNTY ROADS
 GA0538'FROM GRAY, WASHINGTON COUNTY, ON THE TALLOY ISLAND FARM ROAD, ON
 GA0538'THE RIGHT BANK OF SOUTH FORK HOLSTON RIVER, 450 FEET NORTHEAST
 GA0538'ALONG A SMALL CREEK FROM ITS JUNCTION WITH THE RIVER, 110 FEET
 GA0538'SOUTHWEST ALONG A FENCE LINE FROM THE FENCE CORNER, ON THE SOUTH
 GA0538'SIDE OF THE ROAD, ON THE OUTSIDE OF A 90 DEG TURN, 45 FEET
 GA0538'SOUTHEAST OF A FORD, 20 FEET EAST OF A 4-INCH ELM TREE, INSIDE
 GA0538'A PASTURE FIELD NEAR A STOCK GATE, AND AT THE NORTHEAST GATEPOST.
 GA0538'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP
 GA0538'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0435 ***********************************************************************
 GA0435  DESIGNATION -  LHT 316
 GA0435  PID         -  GA0435
 GA0435  STATE/COUNTY-  TN/CARTER
 GA0435  USGS QUAD   -  ELIZABETHTON (1968)
 GA0435
 GA0435                         *CURRENT SURVEY CONTROL
 GA0435  ___________________________________________________________________
 GA0435* NAD 83(1986)-  36 21 30.     (N)    082 12 40.     (W)     SCALED    
 GA0435* NAVD 88     -       461.26   (+/-2cm)    1513.3    (feet)  VERTCON   
 GA0435  ___________________________________________________________________
 GA0435  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0435
 GA0435  VERT ORDER  -  ? (See Below)
 GA0435
 GA0435.The horizontal coordinates were scaled from a topographic map and have
 GA0435.an estimated accuracy of +/- 6 seconds.
 GA0435
 GA0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0435.The vertical order pertains to the NGVD 29 superseded value.
 GA0435
 GA0435.The geoid height was determined by GEOID03.
 GA0435
 GA0435;                    North         East    Units  Estimated Accuracy
 GA0435;SPC TN       -   231,260.      939,980.      MT  (+/- 180 meters Scaled)
 GA0435
 GA0435                          SUPERSEDED SURVEY CONTROL
 GA0435
 GA0435  NGVD 29 (??/??/92)  461.404  (m)         1513.79   (f) ADJ UNCH    ?  
 GA0435
 GA0435.Superseded values are not recommended for survey control.
 GA0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0435.See file dsdata.txt to determine how the superseded data were derived.
 GA0435
 GA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA913243(NAD 83)
 GA0435_MARKER: DD = SURVEY DISK
 GA0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0435_STAMPING: LHT 316 1937
 GA0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0435+STABILITY: SURFACE MOTION
 GA0435
 GA0435  HISTORY     - Date     Condition        Report By
 GA0435  HISTORY     - 1937     MONUMENTED       TVA
 GA0435
 GA0435                          STATION DESCRIPTION
 GA0435
 GA0435'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0435'0.8 MI E FROM ELIZABETHTON.
 GA0435'0.8 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE BRIDGE OVER
 GA0435'WATAUGA RIVER AT ELIZABETHTON, CARTER COUNTY, AT THE NORTHWEST
 GA0435'CORNER OF THE INTERSECTION OF A NORTH-AND-SOUTH COUNTY ROAD
 GA0435'AND THE BILTMORE-REXFORD COUNTY ROAD, ON THE PROPERTY OF THE EAST
 GA0435'TENNESSEE STONE AND GRAVEL CO., 0.2 MILE SOUTHEAST OF A QUARRY,
 GA0435'NORTHEAST OF A SINGLE-SPAN STEEL BRIDGE, 85 FEET NORTHEAST
 GA0435'OF THE RAILROAD CROSSING, 52.4 FEET NORTHWEST OF A MAIL BOX,
 GA0435'35 FEET NORTHEAST OF THE CROSSROADS, 6.2 FEET NORTH OF A
 GA0435'POWER-TRANSMISSION LINE POLE, AND IN BERMUDA GRASS IN AN OLD
 GA0435'FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA0435'LHT 316 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0434 ***********************************************************************
 GA0434  DESIGNATION -  LHT 317
 GA0434  PID         -  GA0434
 GA0434  STATE/COUNTY-  TN/CARTER
 GA0434  USGS QUAD   -  ELIZABETHTON (1968)
 GA0434
 GA0434                         *CURRENT SURVEY CONTROL
 GA0434  ___________________________________________________________________
 GA0434* NAD 83(1986)-  36 21 36.     (N)    082 11 45.     (W)     SCALED    
 GA0434* NAVD 88     -       469.41   (+/-2cm)    1540.1    (feet)  VERTCON   
 GA0434  ___________________________________________________________________
 GA0434  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0434
 GA0434  VERT ORDER  -  ? (See Below)
 GA0434
 GA0434.The horizontal coordinates were scaled from a topographic map and have
 GA0434.an estimated accuracy of +/- 6 seconds.
 GA0434
 GA0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0434.The vertical order pertains to the NGVD 29 superseded value.
 GA0434
 GA0434.The geoid height was determined by GEOID03.
 GA0434
 GA0434;                    North         East    Units  Estimated Accuracy
 GA0434;SPC TN       -   231,500.      941,340.      MT  (+/- 180 meters Scaled)
 GA0434
 GA0434                          SUPERSEDED SURVEY CONTROL
 GA0434
 GA0434  NGVD 29 (??/??/92)  469.556  (m)         1540.54   (f) ADJ UNCH    ?  
 GA0434
 GA0434.Superseded values are not recommended for survey control.
 GA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0434.See file dsdata.txt to determine how the superseded data were derived.
 GA0434
 GA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA927245(NAD 83)
 GA0434_MARKER: DD = SURVEY DISK
 GA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0434_STAMPING: LHT 317 1937
 GA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0434+STABILITY: SURFACE MOTION
 GA0434
 GA0434  HISTORY     - Date     Condition        Report By
 GA0434  HISTORY     - 1937     MONUMENTED       TVA
 GA0434
 GA0434                          STATION DESCRIPTION
 GA0434
 GA0434'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0434'1.8 MI E FROM ELIZABETHTON.
 GA0434'1.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE BRIDGE OVER
 GA0434'WATAUGA RIVER AT ELIZABETHTON, CARTER COUNTY, AT THE SOUTHEAST
 GA0434'CORNER OF THE JUNCTION OF THE ROCKY BRANCH AND BILTMORE-REXFORD
 GA0434'COUNTY ROADS, ON THE JOHN NAVE PROPERTY, 900 FEET NORTHEAST OF
 GA0434'A LARGE BARN, 400 FEET SOUTHEAST OF A TWO-STORY FARMHOUSE,
 GA0434'200 FEET SOUTH OF A 1-1/2 STORY FARMHOUSE, 100 FEET SOUTH OF THE
 GA0434'ROAD JUNCTION, 29.7 FEET NORTHEAST OF A POLE WITH TWO GUY WIRES,
 GA0434'11.1 FEET SOUTH OF A POLE WITH ONE GUY WIRE, 20 FEET SOUTHEAST
 GA0434'OF THE RAILROAD CROSSING, 20 FEET NORTHEAST OF A TWIN 3-INCH
 GA0434'SYCAMORE TREE, AND IN A WEED PATCH ALONG AN OLD FENCE LINE.
 GA0434'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 317
 GA0434'1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0433 ***********************************************************************
 GA0433  DESIGNATION -  LHT 318
 GA0433  PID         -  GA0433
 GA0433  STATE/COUNTY-  TN/CARTER
 GA0433  USGS QUAD   -  ELIZABETHTON (1968)
 GA0433
 GA0433                         *CURRENT SURVEY CONTROL
 GA0433  ___________________________________________________________________
 GA0433* NAD 83(1986)-  36 22 00.     (N)    082 11 02.     (W)     SCALED    
 GA0433* NAVD 88     -       473.23   (+/-2cm)    1552.6    (feet)  VERTCON   
 GA0433  ___________________________________________________________________
 GA0433  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0433
 GA0433  VERT ORDER  -  ? (See Below)
 GA0433
 GA0433.The horizontal coordinates were scaled from a topographic map and have
 GA0433.an estimated accuracy of +/- 6 seconds.
 GA0433
 GA0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0433.The vertical order pertains to the NGVD 29 superseded value.
 GA0433
 GA0433.The geoid height was determined by GEOID03.
 GA0433
 GA0433;                    North         East    Units  Estimated Accuracy
 GA0433;SPC TN       -   232,280.      942,390.      MT  (+/- 180 meters Scaled)
 GA0433
 GA0433                          SUPERSEDED SURVEY CONTROL
 GA0433
 GA0433  NGVD 29 (??/??/92)  473.365  (m)         1553.03   (f) ADJ UNCH    ?  
 GA0433
 GA0433.Superseded values are not recommended for survey control.
 GA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0433.See file dsdata.txt to determine how the superseded data were derived.
 GA0433
 GA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA937252(NAD 83)
 GA0433_MARKER: DD = SURVEY DISK
 GA0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0433_STAMPING: LHT 318 1937
 GA0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0433+STABILITY: SURFACE MOTION
 GA0433
 GA0433  HISTORY     - Date     Condition        Report By
 GA0433  HISTORY     - 1937     MONUMENTED       TVA
 GA0433
 GA0433                          STATION DESCRIPTION
 GA0433
 GA0433'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0433'2.6 MI E FROM ELIZABETHTON.
 GA0433'2.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE BRIDGE OVER
 GA0433'WATAUGA RIVER AT ELIZABETHTON, CARTER COUNTY, 1.5 MILES WEST
 GA0433'OF HUNTER, NEAR THE JUNCTION OF THE DAVIS BRANCH-COUNTY HOME
 GA0433'AND BILTMORE-REXFORD COUNTY ROADS, AT THE SOUTHEAST CORNER
 GA0433'OF THE CROSSROADS, 125 FEET SOUTHWEST OF A STOCK GAP, 90 FEET
 GA0433'SOUTHWEST OF THE RAILROAD CROSSING, 75 FEET NORTHEAST OF A
 GA0433'GUY POLE, 19.2 FEET SOUTHWEST OF THE DOWNSTREAM END OF A
 GA0433'CAST-IRON PIPE UNDER THE TRACKS, 9.9 FEET NORTH OF A POLE AT
 GA0433'THE TOP OF A FILL, AND ON THE RIGHT EDGE OF A SMALL DRAIN.
 GA0433'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 318
 GA0433'1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0432 ***********************************************************************
 GA0432  DESIGNATION -  LHT 319
 GA0432  PID         -  GA0432
 GA0432  STATE/COUNTY-  TN/CARTER
 GA0432  USGS QUAD   -  ELIZABETHTON (1968)
 GA0432
 GA0432                         *CURRENT SURVEY CONTROL
 GA0432  ___________________________________________________________________
 GA0432* NAD 83(1986)-  36 22 17.     (N)    082 10 15.     (W)     SCALED    
 GA0432* NAVD 88     -       478.32   (+/-2cm)    1569.3    (feet)  VERTCON   
 GA0432  ___________________________________________________________________
 GA0432  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0432
 GA0432  VERT ORDER  -  ? (See Below)
 GA0432
 GA0432.The horizontal coordinates were scaled from a topographic map and have
 GA0432.an estimated accuracy of +/- 6 seconds.
 GA0432
 GA0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0432.The vertical order pertains to the NGVD 29 superseded value.
 GA0432
 GA0432.The geoid height was determined by GEOID03.
 GA0432
 GA0432;                    North         East    Units  Estimated Accuracy
 GA0432;SPC TN       -   232,850.      943,540.      MT  (+/- 180 meters Scaled)
 GA0432
 GA0432                          SUPERSEDED SURVEY CONTROL
 GA0432
 GA0432  NGVD 29 (??/??/92)  478.455  (m)         1569.73   (f) ADJ UNCH    ?  
 GA0432
 GA0432.Superseded values are not recommended for survey control.
 GA0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0432.See file dsdata.txt to determine how the superseded data were derived.
 GA0432
 GA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA949257(NAD 83)
 GA0432_MARKER: DD = SURVEY DISK
 GA0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0432_STAMPING: LHT 319 1937
 GA0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0432+STABILITY: SURFACE MOTION
 GA0432
 GA0432  HISTORY     - Date     Condition        Report By
 GA0432  HISTORY     - 1937     MONUMENTED       TVA
 GA0432
 GA0432                          STATION DESCRIPTION
 GA0432
 GA0432'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0432'3.3 MI E FROM ELIZABETHTON.
 GA0432'3.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE BRIDGE OVER
 GA0432'WATAUGA RIVER AT ELIZABETHTON, CARTER COUNTY, 0.8 MILE WEST OF
 GA0432'HUNTER, AT THE CROSSING OF A NORTH-AND-SOUTH COUNTY ROAD,
 GA0432'850 FEET NORTHEAST OF A TWO-STORY FARMHOUSE, 150 FEET SOUTH
 GA0432'OF A 4-INCH POPLAR TREE, 50 FEET EAST OF A STOCK GAP ON THE
 GA0432'WEST SIDE OF THE COUNTY ROAD, 27.3 FEET NORTH OF A POLE,
 GA0432'20 FEET NORTHEAST OF THE RAILROAD CROSSING, 10 FEET NORTHEAST
 GA0432'OF A STOCK GAP ON THE EAST SIDE OF THE ROAD, AND IN THE FENCE
 GA0432'LINE ON THE NORTHWEST EDGE OF THE RAILROAD RIGHT-OF-WAY.  A
 GA0432'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 319 1937
 GA0432'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3645 ***********************************************************************
 GA3645  DESIGNATION -  LHT 319 RESET
 GA3645  PID         -  GA3645
 GA3645  STATE/COUNTY-  TN/CARTER
 GA3645  USGS QUAD   -  ELIZABETHTON (1968)
 GA3645
 GA3645                         *CURRENT SURVEY CONTROL
 GA3645  ___________________________________________________________________
 GA3645* NAD 83(1986)-  36 22 17.     (N)    082 10 15.     (W)     SCALED    
 GA3645* NAVD 88     -       478.53   (+/-2cm)    1570.0    (feet)  VERTCON   
 GA3645  ___________________________________________________________________
 GA3645  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA3645
 GA3645  VERT ORDER  -  THIRD (See Below)
 GA3645
 GA3645.The horizontal coordinates were scaled from a topographic map and have
 GA3645.an estimated accuracy of +/- 6 seconds.
 GA3645
 GA3645.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3645.The vertical order pertains to the NGVD 29 superseded value.
 GA3645
 GA3645.The geoid height was determined by GEOID03.
 GA3645
 GA3645;                    North         East    Units  Estimated Accuracy
 GA3645;SPC TN       -   232,850.      943,540.      MT  (+/- 180 meters Scaled)
 GA3645
 GA3645                          SUPERSEDED SURVEY CONTROL
 GA3645
 GA3645  NGVD 29 (??/??/??)  478.66   (m)         1570.4    (f) N HEIGHT    3  
 GA3645
 GA3645.Superseded values are not recommended for survey control.
 GA3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3645.See file dsdata.txt to determine how the superseded data were derived.
 GA3645
 GA3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA949257(NAD 83)
 GA3645_MARKER: DB = BENCH MARK DISK
 GA3645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3645_SP_SET: SQUARE CONCRETE MONUMENT
 GA3645_STAMPING: LHT 319 1937 RESET 1956
 GA3645_MARK LOGO: TVA   
 GA3645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GA3645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3645+STABILITY: SURFACE MOTION
 GA3645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA3645+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1987
 GA3645
 GA3645  HISTORY     - Date     Condition        Report By
 GA3645  HISTORY     - UNK      MONUMENTED       TVA
 GA3645  HISTORY     - 19870515 GOOD             TNDT
 GA3645
 GA3645                          STATION DESCRIPTION
 GA3645
 GA3645'DESCRIBED BY TN DEPT OF TRANSP 1987
 GA3645'1.1 MILES WEST OF HUNTER, 0.2 MILES BY ROAD WEST OF REXFORD BRIDGE
 GA3645'OVER WATAUGA RIVER ON GRAVEL COUNTY ROAD 0.1 MILE NORTH OF
 GA3645'REXFORD-BILTMORE COUNTY ROAD, SET ON THE EAST SIDE OF THE GRAVEL
 GA3645'COUNTY ROAD IN A FENCE LINE AT THE NORTH EDGE OF THE YARD.  TO REACH
 GA3645'FROKM REXFORD BRIDGE OVER THE WATAUGA RIVER, GO 0.1 MILE DOWN PAVED
 GA3645'ROAD ON RIGHT BANK OF RIVER, TURN RIGHT, NORTH, 0.1 MILE AND GO TO
 GA3645'THE POINT.STATION IS 35 FEET N 50 DEG W OF NORTHWEST CORNER 1 BLOCK
 GA3645'DWELLING, 59.0 FEET N 25 DEG W OF SOUTHWEST CORNER 1 BLOCK BUILDING,
 GA3645'65.5 FEET N 65 DEG W OF NORTHEAST CORNER 1 BLOCK BUILDING, 22.8 FEET
 GA3645'N 50 DEG E OF TELEPHONE POLE, 11.0 FEET EAST OF 4 INCH MAPLE TREE IN
 GA3645'FENCE LINE, AND 29 FEET EAST OF CENTERLINE OF GRAVEL ROAD.  A
 GA3645'STANDARD TVA TABLET STAMPED LHT 319 1937 RESEET 1956 AND SET IN A
 GA3645'CONCRETE MONUMENT.  STEEL POST WITH CONTROL MARKER SIGN SET 1 FOOT
 GA3645'EAST OF MONUMENT.  THIRD ORDER MARK, ELEVATION 1570.42 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0431 ***********************************************************************
 GA0431  DESIGNATION -  LHT 320
 GA0431  PID         -  GA0431
 GA0431  STATE/COUNTY-  TN/CARTER
 GA0431  USGS QUAD   -  ELIZABETHTON (1968)
 GA0431
 GA0431                         *CURRENT SURVEY CONTROL
 GA0431  ___________________________________________________________________
 GA0431* NAD 83(1986)-  36 22 20.     (N)    082 09 26.     (W)     SCALED    
 GA0431* NAVD 88     -       480.29   (+/-2cm)    1575.8    (feet)  VERTCON   
 GA0431  ___________________________________________________________________
 GA0431  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0431
 GA0431  VERT ORDER  -  ? (See Below)
 GA0431
 GA0431.The horizontal coordinates were scaled from a topographic map and have
 GA0431.an estimated accuracy of +/- 6 seconds.
 GA0431
 GA0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0431.The vertical order pertains to the NGVD 29 superseded value.
 GA0431
 GA0431.The geoid height was determined by GEOID03.
 GA0431
 GA0431;                    North         East    Units  Estimated Accuracy
 GA0431;SPC TN       -   232,990.      944,750.      MT  (+/- 180 meters Scaled)
 GA0431
 GA0431                          SUPERSEDED SURVEY CONTROL
 GA0431
 GA0431  NGVD 29 (??/??/92)  480.421  (m)         1576.18   (f) ADJ UNCH    ?  
 GA0431
 GA0431.Superseded values are not recommended for survey control.
 GA0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0431.See file dsdata.txt to determine how the superseded data were derived.
 GA0431
 GA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA961258(NAD 83)
 GA0431_MARKER: DD = SURVEY DISK
 GA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0431_STAMPING: LHT 320 1937
 GA0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0431+STABILITY: SURFACE MOTION
 GA0431
 GA0431  HISTORY     - Date     Condition        Report By
 GA0431  HISTORY     - 1937     MONUMENTED       TVA
 GA0431
 GA0431                          STATION DESCRIPTION
 GA0431
 GA0431'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0431'4 MI NE FROM ELIZABETHTON.
 GA0431'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0431'CARTER COUNTY, AT HUNTER, AT THE CROSSING OF THE SOUTHERN
 GA0431'RAILWAY, 450 FEET SOUTHWEST OF A BRICK METHODIST CHURCH, 325
 GA0431'FEET NORTHWEST OF THE SOUTHERN RAILWAY STATION, 300 FEET
 GA0431'SOUTHEAST OF A 1-1/2 STORY FRAME HOUSE IN A MAPLE GROVE, 100
 GA0431'FEET NORTH OF A SERVICE STATION, 90 FEET SOUTHWEST OF A TWO-STORY
 GA0431'HOUSE, 90 FEET NORTHWEST OF THE RAILROAD CROSSING, 17.5 FEET
 GA0431'NORTH OF A 30-INCH FORKED WALNUT TREE, AND IN A NORTH-AND-SOUTH
 GA0431'BOARD-FENCE LINE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0431'STAMPED LHT 320 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0430 ***********************************************************************
 GA0430  DESIGNATION -  LHT 321
 GA0430  PID         -  GA0430
 GA0430  STATE/COUNTY-  TN/CARTER
 GA0430  USGS QUAD   -  KEENBURG (1960)
 GA0430
 GA0430                         *CURRENT SURVEY CONTROL
 GA0430  ___________________________________________________________________
 GA0430* NAD 83(1986)-  36 22 43.     (N)    082 09 00.     (W)     SCALED    
 GA0430* NAVD 88     -       490.29   (+/-2cm)    1608.6    (feet)  VERTCON   
 GA0430  ___________________________________________________________________
 GA0430  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA0430
 GA0430  VERT ORDER  -  ? (See Below)
 GA0430
 GA0430.The horizontal coordinates were scaled from a topographic map and have
 GA0430.an estimated accuracy of +/- 6 seconds.
 GA0430
 GA0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0430.The vertical order pertains to the NGVD 29 superseded value.
 GA0430
 GA0430.The geoid height was determined by GEOID03.
 GA0430
 GA0430;                    North         East    Units  Estimated Accuracy
 GA0430;SPC TN       -   233,720.      945,370.      MT  (+/- 180 meters Scaled)
 GA0430
 GA0430                          SUPERSEDED SURVEY CONTROL
 GA0430
 GA0430  NGVD 29 (??/??/92)  490.415  (m)         1608.97   (f) ADJ UNCH    ?  
 GA0430
 GA0430.Superseded values are not recommended for survey control.
 GA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0430.See file dsdata.txt to determine how the superseded data were derived.
 GA0430
 GA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA968265(NAD 83)
 GA0430_MARKER: DD = SURVEY DISK
 GA0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0430_STAMPING: LHT 321 1937
 GA0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0430+STABILITY: SURFACE MOTION
 GA0430
 GA0430  HISTORY     - Date     Condition        Report By
 GA0430  HISTORY     - 1937     MONUMENTED       TVA
 GA0430
 GA0430                          STATION DESCRIPTION
 GA0430
 GA0430'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0430'4.7 MI NE FROM ELIZABETHTON.
 GA0430'4.7 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0430'CARTER COUNTY, 0.7 MILE NORTHEAST OF HUNTER, AT THE JUNCTION OF
 GA0430'A FARM ROAD LEADING NORTHWEST, IN THE NORTHWEST CORNER OF
 GA0430'THE JUNCTION, ON THE R.D. MAY PROPERTY, 175 FEET NORTHEAST
 GA0430'OF A ONE-STORY FARMHOUSE ON THE OPPOSITE SIDE OF THE HIGHWAY
 GA0430'NEAR A LARGE POPLAR TREE, 150 FEET NORTHEAST OF A STONE GARAGE,
 GA0430'150 FEET SOUTHEAST OF A ONE-STORY FARMHOUSE IN A LOCUST AND
 GA0430'CHERRY GROVE, 125 FEET SOUTH OF A 1-1/2-STORY FARMHOUSE,
 GA0430'50 FEET NORTHWEST OF POWER-TRANSMISSION LINE POLE 77, 15 FEET
 GA0430'SOUTHWEST OF A GATE NEAR A BRIDGE, BETWEEN A SMALL SHACK AND A
 GA0430'SMALL CREEK, AND IN THE SOUTHWEST CORNER OF THE LAWN.  A TENNESSEE
 GA0430'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 321 1937 AND SET
 GA0430'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0429 ***********************************************************************
 GA0429  DESIGNATION -  LHT 322
 GA0429  PID         -  GA0429
 GA0429  STATE/COUNTY-  TN/CARTER
 GA0429  USGS QUAD   -  KEENBURG (1960)
 GA0429
 GA0429                         *CURRENT SURVEY CONTROL
 GA0429  ___________________________________________________________________
 GA0429* NAD 83(1986)-  36 23 15.     (N)    082 08 17.     (W)     SCALED    
 GA0429* NAVD 88     -       504.56   (+/-2cm)    1655.4    (feet)  VERTCON   
 GA0429  ___________________________________________________________________
 GA0429  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GA0429
 GA0429  VERT ORDER  -  ? (See Below)
 GA0429
 GA0429.The horizontal coordinates were scaled from a topographic map and have
 GA0429.an estimated accuracy of +/- 6 seconds.
 GA0429
 GA0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0429.The vertical order pertains to the NGVD 29 superseded value.
 GA0429
 GA0429.The geoid height was determined by GEOID03.
 GA0429
 GA0429;                    North         East    Units  Estimated Accuracy
 GA0429;SPC TN       -   234,750.      946,400.      MT  (+/- 180 meters Scaled)
 GA0429
 GA0429                          SUPERSEDED SURVEY CONTROL
 GA0429
 GA0429  NGVD 29 (??/??/92)  504.691  (m)         1655.81   (f) ADJ UNCH    ?  
 GA0429
 GA0429.Superseded values are not recommended for survey control.
 GA0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0429.See file dsdata.txt to determine how the superseded data were derived.
 GA0429
 GA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA979275(NAD 83)
 GA0429_MARKER: DD = SURVEY DISK
 GA0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0429_STAMPING: LHT 322 1937
 GA0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0429+STABILITY: SURFACE MOTION
 GA0429
 GA0429  HISTORY     - Date     Condition        Report By
 GA0429  HISTORY     - 1937     MONUMENTED       TVA
 GA0429
 GA0429                          STATION DESCRIPTION
 GA0429
 GA0429'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0429'5.6 MI NE FROM ELIZABETHTON.
 GA0429'5.6 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0429'CARTER COUNTY, 1.5 MILES NORTHEAST OF HUNTER (WATAUGA VALLEY
 GA0429'POST OFFICE), AT THE JUNCTION OF A ROAD LEADING SOUTHEAST TO
 GA0429'POSSUM HOLLOW, 250 FEET WEST OF A GARAGE NEAR A CULVERT, 250
 GA0429'FEET NORTHEAST OF A GREEN-TOP ONE-STORY HOUSE, 125 FEET NORTH
 GA0429'OF A ONE-STORY HOUSE AT THE SOUTHWEST CORNER OF THE JUNCTION,
 GA0429'100 FEET WEST OF POWER-TRANSMISSION-LINE POLE 93, 40 FEET NORTH
 GA0429'OF THE ROAD JUNCTION, AND 10 FEET SOUTHEAST OF 10-INCH TWIN
 GA0429'SWEET GUM TREES AT THE SOUTHWEST CORNER OF A FENCE.  A TENNESSEE
 GA0429'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 322 1937 AND SET
 GA0429'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0428 ***********************************************************************
 GA0428  DESIGNATION -  LHT 323
 GA0428  PID         -  GA0428
 GA0428  STATE/COUNTY-  TN/CARTER
 GA0428  USGS QUAD   -  CARTER (1969)
 GA0428
 GA0428                         *CURRENT SURVEY CONTROL
 GA0428  ___________________________________________________________________
 GA0428* NAD 83(1986)-  36 23 41.     (N)    082 07 12.     (W)     SCALED    
 GA0428* NAVD 88     -       521.65   (+/-2cm)    1711.4    (feet)  VERTCON   
 GA0428  ___________________________________________________________________
 GA0428  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA0428
 GA0428  VERT ORDER  -  ? (See Below)
 GA0428
 GA0428.The horizontal coordinates were scaled from a topographic map and have
 GA0428.an estimated accuracy of +/- 6 seconds.
 GA0428
 GA0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0428.The vertical order pertains to the NGVD 29 superseded value.
 GA0428
 GA0428.The geoid height was determined by GEOID03.
 GA0428
 GA0428;                    North         East    Units  Estimated Accuracy
 GA0428;SPC TN       -   235,610.      947,990.      MT  (+/- 180 meters Scaled)
 GA0428
 GA0428                          SUPERSEDED SURVEY CONTROL
 GA0428
 GA0428  NGVD 29 (??/??/92)  521.772  (m)         1711.85   (f) ADJ UNCH    ?  
 GA0428
 GA0428.Superseded values are not recommended for survey control.
 GA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0428.See file dsdata.txt to determine how the superseded data were derived.
 GA0428
 GA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA995283(NAD 83)
 GA0428_MARKER: DD = SURVEY DISK
 GA0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0428_STAMPING: LHT 323 1937
 GA0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0428+STABILITY: SURFACE MOTION
 GA0428
 GA0428  HISTORY     - Date     Condition        Report By
 GA0428  HISTORY     - 1937     MONUMENTED       TVA
 GA0428
 GA0428                          STATION DESCRIPTION
 GA0428
 GA0428'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0428'6.7 MI NE FROM ELIZABETHTON.
 GA0428'6.7 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0428'CARTER COUNTY, 2.7 MILES NORTHEAST OF HUNTER (WATAUGA VALLEY
 GA0428'POST OFFICE), NEAR THE JUNCTION OF A FARM ROAD LEADING SOUTHEAST,
 GA0428'175 FEET EAST OF A 1-1/2-STORY FARMHOUSE IN A LOCUST GROVE, 100
 GA0428'FEET NORTHEAST OF POWER-TRANSMISSION LINE POLE 111, 100 FEET
 GA0428'SOUTHWEST OF A THREE-PRONGED 24-INCH SPRUCE PINE TREE ON THE
 GA0428'TOP OF A HIGHWAY CUT, 60 FEET SOUTHEAST OF A POLE ON THE TOP OF
 GA0428'THE CUT, 30 FEET SOUTHWEST OF A ONE-TUBE CONCRETE CULVERT,
 GA0428'20 FEET NORTHWEST OF A 26-INCH PINE TREE AT THE TOP OF A HIGHWAY
 GA0428'FILL, ON THE TOP OF THE FILL, AND IN THE TIMBER LINE.  A
 GA0428'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 323 1937
 GA0428'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0427 ***********************************************************************
 GA0427  DESIGNATION -  LHT 324
 GA0427  PID         -  GA0427
 GA0427  STATE/COUNTY-  TN/CARTER
 GA0427  USGS QUAD   -  CARTER (1969)
 GA0427
 GA0427                         *CURRENT SURVEY CONTROL
 GA0427  ___________________________________________________________________
 GA0427* NAD 83(1986)-  36 23 55.     (N)    082 06 35.     (W)     SCALED    
 GA0427* NAVD 88     -       533.94   (+/-2cm)    1751.8    (feet)  VERTCON   
 GA0427  ___________________________________________________________________
 GA0427  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0427
 GA0427  VERT ORDER  -  ? (See Below)
 GA0427
 GA0427.The horizontal coordinates were scaled from a topographic map and have
 GA0427.an estimated accuracy of +/- 6 seconds.
 GA0427
 GA0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0427.The vertical order pertains to the NGVD 29 superseded value.
 GA0427
 GA0427.The geoid height was determined by GEOID03.
 GA0427
 GA0427;                    North         East    Units  Estimated Accuracy
 GA0427;SPC TN       -   236,080.      948,900.      MT  (+/- 180 meters Scaled)
 GA0427
 GA0427                          SUPERSEDED SURVEY CONTROL
 GA0427
 GA0427  NGVD 29 (??/??/92)  534.072  (m)         1752.20   (f) ADJ UNCH    ?  
 GA0427
 GA0427.Superseded values are not recommended for survey control.
 GA0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0427.See file dsdata.txt to determine how the superseded data were derived.
 GA0427
 GA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA004287(NAD 83)
 GA0427_MARKER: DD = SURVEY DISK
 GA0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0427_STAMPING: LHT 324 1937
 GA0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0427+STABILITY: SURFACE MOTION
 GA0427
 GA0427  HISTORY     - Date     Condition        Report By
 GA0427  HISTORY     - 1937     MONUMENTED       TVA
 GA0427
 GA0427                          STATION DESCRIPTION
 GA0427
 GA0427'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0427'7.3 MI NE FROM ELIZABETHTON.
 GA0427'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0427'CARTER COUNTY, 0.1 MILE NORTHEAST OF THE JUNCTION OF THE BLUE
 GA0427'SPRINGS ROAD, AT THE JUNCTION OF THE WEAVER BRANCH UNAKA NATIONAL
 GA0427'FOREST ROAD, 450 FEET NORTHEAST OF A ONE-STORY STORE BUILDING,
 GA0427'375 FEET EAST OF A TWO-STORY FARMHOUSE, 100 FEET NORTHEAST OF A
 GA0427'POLE, 42 FEET NORTHWEST OF THE UPSTREAM END OF A PIPE LINE
 GA0427'UNDER THE HIGHWAY AT THE JUNCTION OF THE NATIONAL FOREST ROAD,
 GA0427'33.4 FEET NORTH OF A SOUTHWEST CORNER POST, AND NEAR U.S.
 GA0427'DEPARTMENT OF AGRICULTURE FOREST SERVICE PROPERTY-CORNER MARKER
 GA0427'99.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT
 GA0427'324 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0426 ***********************************************************************
 GA0426  DESIGNATION -  LHT 325
 GA0426  PID         -  GA0426
 GA0426  STATE/COUNTY-  TN/CARTER
 GA0426  USGS QUAD   -  CARTER (1969)
 GA0426
 GA0426                         *CURRENT SURVEY CONTROL
 GA0426  ___________________________________________________________________
 GA0426* NAD 83(1986)-  36 24 04.     (N)    082 06 10.     (W)     SCALED    
 GA0426* NAVD 88     -       537.27   (+/-2cm)    1762.7    (feet)  VERTCON   
 GA0426  ___________________________________________________________________
 GA0426  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0426
 GA0426  VERT ORDER  -  ? (See Below)
 GA0426
 GA0426.The horizontal coordinates were scaled from a topographic map and have
 GA0426.an estimated accuracy of +/- 6 seconds.
 GA0426
 GA0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0426.The vertical order pertains to the NGVD 29 superseded value.
 GA0426
 GA0426.The geoid height was determined by GEOID03.
 GA0426
 GA0426;                    North         East    Units  Estimated Accuracy
 GA0426;SPC TN       -   236,380.      949,510.      MT  (+/- 180 meters Scaled)
 GA0426
 GA0426                          SUPERSEDED SURVEY CONTROL
 GA0426
 GA0426  NGVD 29 (??/??/92)  537.401  (m)         1763.12   (f) ADJ UNCH    ?  
 GA0426
 GA0426.Superseded values are not recommended for survey control.
 GA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0426.See file dsdata.txt to determine how the superseded data were derived.
 GA0426
 GA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA011290(NAD 83)
 GA0426_MARKER: DD = SURVEY DISK
 GA0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0426_STAMPING: LHT 325 1937
 GA0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0426+STABILITY: SURFACE MOTION
 GA0426
 GA0426  HISTORY     - Date     Condition        Report By
 GA0426  HISTORY     - 1937     MONUMENTED       TVA
 GA0426
 GA0426                          STATION DESCRIPTION
 GA0426
 GA0426'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0426'7.8 MI NE FROM ELIZABETHTON.
 GA0426'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0426'CARTER COUNTY, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A DIRT
 GA0426'ROAD LEADING NORTHWEST TO RITCHIE CEMETERY, AT THE JUNCTION OF
 GA0426'THE NIDIFER BRANCH COUNTY ROAD, IN THE SOUTHEAST CORNER OF
 GA0426'THE JUNCTION, ON THE MRS. C.N. RITCHIE PROPERTY, 475 FEET
 GA0426'SOUTHEAST OF A ONE-STORY FARMHOUSE ON A HILLTOP, 125 FEET SOUTHWEST
 GA0426'OF A TWO-STORY FARMHOUSE, 100 FEET NORTHEAST OF A ONE-STORY
 GA0426'FARM BUILDING PAINTED YELLOW, 100 FEET SOUTHEAST OF
 GA0426'POWER-TRANSMISSION LINE JUNCTION POLE 135 AT THE CROSSROADS,
 GA0426'30 FEET SOUTHWEST OF A MAIL BOX, AT THE JUNCTION OF FENCES,
 GA0426'AND NEAR THE SOUTHEAST CORNER POST.  A TENNESSEE VALLEY
 GA0426'AUTHORITY STANDARD DISK, STAMPED LHT 325 1937 AND SET IN THE
 GA0426'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0425 ***********************************************************************
 GA0425  DESIGNATION -  LHT 326
 GA0425  PID         -  GA0425
 GA0425  STATE/COUNTY-  TN/CARTER
 GA0425  USGS QUAD   -  CARTER (1969)
 GA0425
 GA0425                         *CURRENT SURVEY CONTROL
 GA0425  ___________________________________________________________________
 GA0425* NAD 83(1986)-  36 24 18.     (N)    082 05 36.     (W)     SCALED    
 GA0425* NAVD 88     -       547.96   (+/-2cm)    1797.8    (feet)  VERTCON   
 GA0425  ___________________________________________________________________
 GA0425  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0425
 GA0425  VERT ORDER  -  ? (See Below)
 GA0425
 GA0425.The horizontal coordinates were scaled from a topographic map and have
 GA0425.an estimated accuracy of +/- 6 seconds.
 GA0425
 GA0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0425.The vertical order pertains to the NGVD 29 superseded value.
 GA0425
 GA0425.The geoid height was determined by GEOID03.
 GA0425
 GA0425;                    North         East    Units  Estimated Accuracy
 GA0425;SPC TN       -   236,850.      950,340.      MT  (+/- 180 meters Scaled)
 GA0425
 GA0425                          SUPERSEDED SURVEY CONTROL
 GA0425
 GA0425  NGVD 29 (??/??/92)  548.079  (m)         1798.16   (f) ADJ UNCH    ?  
 GA0425
 GA0425.Superseded values are not recommended for survey control.
 GA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0425.See file dsdata.txt to determine how the superseded data were derived.
 GA0425
 GA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA019294(NAD 83)
 GA0425_MARKER: DD = SURVEY DISK
 GA0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0425_STAMPING: LHT 326 1937
 GA0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0425+STABILITY: SURFACE MOTION
 GA0425
 GA0425  HISTORY     - Date     Condition        Report By
 GA0425  HISTORY     - 1937     MONUMENTED       TVA
 GA0425
 GA0425                          STATION DESCRIPTION
 GA0425
 GA0425'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0425'8.4 MI NE FROM ELIZABETHTON.
 GA0425'8.4 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0425'CARTER COUNTY, 0.2 MILE SOUTH OF UNAKA SCHOOL, AT THE JUNCTION OF
 GA0425'MUDDY BRANCH COUNTY ROAD, IN THE SOUTH CORNER OF THE JUNCTION,
 GA0425'500 FEET SOUTHWEST OF A TWO-STORY STORE BUILDING, 350 FEET
 GA0425'NORTH OF A ONE-STORY FARMHOUSE, 25.5 FEET SOUTH OF A
 GA0425'POWER-TRANSMISSION LINE JUNCTION POLE, 18.6 FEET SOUTHWEST
 GA0425'OF A NORTHEAST CORNER POST, ON THE SOUTHEAST EDGE OF AN OLD
 GA0425'ROADWAY, AND IN THE FENCE LINE.  A TENNESSEE VALLEY AUTHORITY
 GA0425'STANDARD DISK, STAMPED LHT 326 1937 AND SET IN THE TOP OF A
 GA0425'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0424 ***********************************************************************
 GA0424  DESIGNATION -  LHT 327
 GA0424  PID         -  GA0424
 GA0424  STATE/COUNTY-  TN/CARTER
 GA0424  USGS QUAD   -  CARTER (1969)
 GA0424
 GA0424                         *CURRENT SURVEY CONTROL
 GA0424  ___________________________________________________________________
 GA0424* NAD 83(1986)-  36 24 54.     (N)    082 04 42.     (W)     SCALED    
 GA0424* NAVD 88     -       570.29   (+/-2cm)    1871.0    (feet)  VERTCON   
 GA0424  ___________________________________________________________________
 GA0424  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA0424
 GA0424  VERT ORDER  -  ? (See Below)
 GA0424
 GA0424.The horizontal coordinates were scaled from a topographic map and have
 GA0424.an estimated accuracy of +/- 6 seconds.
 GA0424
 GA0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0424.The vertical order pertains to the NGVD 29 superseded value.
 GA0424
 GA0424.The geoid height was determined by GEOID03.
 GA0424
 GA0424;                    North         East    Units  Estimated Accuracy
 GA0424;SPC TN       -   238,010.      951,640.      MT  (+/- 180 meters Scaled)
 GA0424
 GA0424                          SUPERSEDED SURVEY CONTROL
 GA0424
 GA0424  NGVD 29 (??/??/92)  570.394  (m)         1871.37   (f) ADJ UNCH    ?  
 GA0424
 GA0424.Superseded values are not recommended for survey control.
 GA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0424.See file dsdata.txt to determine how the superseded data were derived.
 GA0424
 GA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA033305(NAD 83)
 GA0424_MARKER: DD = SURVEY DISK
 GA0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0424_STAMPING: LHT 327 1937
 GA0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0424+STABILITY: SURFACE MOTION
 GA0424
 GA0424  HISTORY     - Date     Condition        Report By
 GA0424  HISTORY     - 1937     MONUMENTED       TVA
 GA0424
 GA0424                          STATION DESCRIPTION
 GA0424
 GA0424'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0424'9.5 MI NE FROM ELIZABETHTON.
 GA0424'9.5 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0424'CARTER COUNTY, AT CARTER, AT THE STONY CREEK BAPTIST CHURCH,
 GA0424'ON THE NORTHWEST BANK OF STONY CREEK, 500 FEET EAST OF A
 GA0424'TWO-STORY FARMHOUSE IN A GROVE, 350 FEET SOUTHWEST OF ANOTHER
 GA0424'TWO-STORY FARMHOUSE IN A GROVE, 100 FEET SOUTH OF A ONE-STORY
 GA0424'STORE BUILDING, 90 FEET SOUTHEAST OF THE CHURCH, 30 FEET NORTHWEST
 GA0424'OF A 30-INCH LEANING BUCKEYE TREE, 23.2 FEET SOUTHWEST OF A
 GA0424'20-INCH SCAR-SIDED HEMLOCK TREE, 16 FEET NORTHWEST OF AN
 GA0424'18-INCH BEECH TREE, ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND
 GA0424'ON THE HIGH BANK OF THE CREEK.  A TENNESSEE VALLEY AUTHORITY
 GA0424'STANDARD DISK, STAMPED LHT 327 1937 AND SET IN THE TOP OF A
 GA0424'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0423 ***********************************************************************
 GA0423  DESIGNATION -  LHT 328
 GA0423  PID         -  GA0423
 GA0423  STATE/COUNTY-  TN/CARTER
 GA0423  USGS QUAD   -  CARTER (1969)
 GA0423
 GA0423                         *CURRENT SURVEY CONTROL
 GA0423  ___________________________________________________________________
 GA0423* NAD 83(1986)-  36 25 15.     (N)    082 04 05.     (W)     SCALED    
 GA0423* NAVD 88     -       582.23   (+/-2cm)    1910.2    (feet)  VERTCON   
 GA0423  ___________________________________________________________________
 GA0423  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0423
 GA0423  VERT ORDER  -  ? (See Below)
 GA0423
 GA0423.The horizontal coordinates were scaled from a topographic map and have
 GA0423.an estimated accuracy of +/- 6 seconds.
 GA0423
 GA0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0423.The vertical order pertains to the NGVD 29 superseded value.
 GA0423
 GA0423.The geoid height was determined by GEOID03.
 GA0423
 GA0423;                    North         East    Units  Estimated Accuracy
 GA0423;SPC TN       -   238,690.      952,530.      MT  (+/- 180 meters Scaled)
 GA0423
 GA0423                          SUPERSEDED SURVEY CONTROL
 GA0423
 GA0423  NGVD 29 (??/??/92)  582.333  (m)         1910.54   (f) ADJ UNCH    ?  
 GA0423
 GA0423.Superseded values are not recommended for survey control.
 GA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0423.See file dsdata.txt to determine how the superseded data were derived.
 GA0423
 GA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA042311(NAD 83)
 GA0423_MARKER: DD = SURVEY DISK
 GA0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0423_STAMPING: LHT 328 1937
 GA0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0423+STABILITY: SURFACE MOTION
 GA0423
 GA0423  HISTORY     - Date     Condition        Report By
 GA0423  HISTORY     - 1937     MONUMENTED       TVA
 GA0423
 GA0423                          STATION DESCRIPTION
 GA0423
 GA0423'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0423'10.3 MI NE FROM ELIZABETHTON.
 GA0423'10.3 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0423'CARTER COUNTY, 2.2 MILES SOUTHWEST OF HOUSLEY, ON THE C.L.
 GA0423'GRINDSTAFF PROPERTY, 400 FEET SOUTHWEST OF THE JUNCTION OF THE
 GA0423'GRINDSTAFF BRANCH ROAD, 300 FEET EAST OF A ONE-STORY FARMHOUSE, 300
 GA0423'FEET SOUTH OF A TWO-STORY FARMHOUSE IN A MAPLE GROVE ON
 GA0423'A HILLTOP, 90 FEET SOUTHEAST OF A SINGLE-TUBE CULVERT, AT THE
 GA0423'NORTHEAST CORNER OF A STORE, ON THE SOUTHEAST SIDE OF THE
 GA0423'HIGHWAY, AND MIDWAY BETWEEN THE CORNER OF THE STORE AND A
 GA0423'CHICKENHOUSE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA0423'STAMPED LHT 328 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0422 ***********************************************************************
 GA0422  DESIGNATION -  LHT 329
 GA0422  PID         -  GA0422
 GA0422  STATE/COUNTY-  TN/CARTER
 GA0422  USGS QUAD   -  CARTER (1969)
 GA0422
 GA0422                         *CURRENT SURVEY CONTROL
 GA0422  ___________________________________________________________________
 GA0422* NAD 83(1986)-  36 25 58.     (N)    082 03 22.     (W)     SCALED    
 GA0422* NAVD 88     -       617.97   (+/-2cm)    2027.5    (feet)  VERTCON   
 GA0422  ___________________________________________________________________
 GA0422  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0422
 GA0422  VERT ORDER  -  ? (See Below)
 GA0422
 GA0422.The horizontal coordinates were scaled from a topographic map and have
 GA0422.an estimated accuracy of +/- 6 seconds.
 GA0422
 GA0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0422.The vertical order pertains to the NGVD 29 superseded value.
 GA0422
 GA0422.The geoid height was determined by GEOID03.
 GA0422
 GA0422;                    North         East    Units  Estimated Accuracy
 GA0422;SPC TN       -   240,060.      953,550.      MT  (+/- 180 meters Scaled)
 GA0422
 GA0422                          SUPERSEDED SURVEY CONTROL
 GA0422
 GA0422  NGVD 29 (??/??/92)  618.063  (m)         2027.76   (f) ADJ UNCH    ?  
 GA0422
 GA0422.Superseded values are not recommended for survey control.
 GA0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0422.See file dsdata.txt to determine how the superseded data were derived.
 GA0422
 GA0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA053324(NAD 83)
 GA0422_MARKER: DD = SURVEY DISK
 GA0422_SETTING: 80 = SET IN A BOULDER
 GA0422_STAMPING: LHT 329 1937
 GA0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0422+STABILITY: SURFACE MOTION
 GA0422
 GA0422  HISTORY     - Date     Condition        Report By
 GA0422  HISTORY     - 1937     MONUMENTED       TVA
 GA0422
 GA0422                          STATION DESCRIPTION
 GA0422
 GA0422'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0422'11.4 MI NE FROM ELIZABETHTON.
 GA0422'11.4 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0422'CARTER COUNTY, 1.1 MILES SOUTHWEST OF HOUSLEY, AT THE JUNCTION
 GA0422'OF THE LITTLE MARKIN BRANCH ROAD, ON THE JOE GRINDSTAFF PROPERTY,
 GA0422'300 FEET SOUTHEAST OF THE DUNNIGAN CHAPEL CHURCH, 300 FEET
 GA0422'SOUTHWEST OF A TWO-STORY FARMHOUSE, 210 FEET NORTHEAST OF MOORES
 GA0422'CHAPEL CHURCH, 130 FEET SOUTH OF A SINGLE-TUBE CONCRETE CULVERT
 GA0422'UNDER THE HIGHWAY, 110 FEET EAST OF A ONE-STORY FARMHOUSE,
 GA0422'22.2 FEET SOUTHEAST OF A 30-INCH WHITE OAK TREE, 14.5 FEET
 GA0422'NORTHEAST OF A 14-INCH ASH TREE, 10 FEET SOUTH OF AN OLD LOG
 GA0422'BARN, ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND IN THE TOP OF
 GA0422'A BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA0422'LHT 329 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0421 ***********************************************************************
 GA0421  DESIGNATION -  LHT 330
 GA0421  PID         -  GA0421
 GA0421  STATE/COUNTY-  TN/CARTER
 GA0421  USGS QUAD   -  CARTER (1969)
 GA0421
 GA0421                         *CURRENT SURVEY CONTROL
 GA0421  ___________________________________________________________________
 GA0421* NAD 83(1986)-  36 26 29.     (N)    082 02 52.     (W)     SCALED    
 GA0421* NAVD 88     -       625.94   (+/-2cm)    2053.6    (feet)  VERTCON   
 GA0421  ___________________________________________________________________
 GA0421  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA0421
 GA0421  VERT ORDER  -  ? (See Below)
 GA0421
 GA0421.The horizontal coordinates were scaled from a topographic map and have
 GA0421.an estimated accuracy of +/- 6 seconds.
 GA0421
 GA0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0421.The vertical order pertains to the NGVD 29 superseded value.
 GA0421
 GA0421.The geoid height was determined by GEOID03.
 GA0421
 GA0421;                    North         East    Units  Estimated Accuracy
 GA0421;SPC TN       -   241,050.      954,260.      MT  (+/- 180 meters Scaled)
 GA0421
 GA0421                          SUPERSEDED SURVEY CONTROL
 GA0421
 GA0421  NGVD 29 (??/??/92)  626.044  (m)         2053.95   (f) ADJ UNCH    ?  
 GA0421
 GA0421.Superseded values are not recommended for survey control.
 GA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0421.See file dsdata.txt to determine how the superseded data were derived.
 GA0421
 GA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA060334(NAD 83)
 GA0421_MARKER: DD = SURVEY DISK
 GA0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0421_STAMPING: LHT 330 1937
 GA0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0421+STABILITY: SURFACE MOTION
 GA0421
 GA0421  HISTORY     - Date     Condition        Report By
 GA0421  HISTORY     - 1937     MONUMENTED       TVA
 GA0421
 GA0421                          STATION DESCRIPTION
 GA0421
 GA0421'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0421'12.2 MI NE FROM ELIZABETHTON.
 GA0421'12.2 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0421'CARTER COUNTY, 0.3 MILE SOUTHWEST OF HOUSLEY, AT THE JUNCTION
 GA0421'OF THE ESTEP BRANCH COUNTY ROAD, 300 FEET NORTHEAST OF A SMALL
 GA0421'CONCRETE BRIDGE, 300 FEET WEST OF A ONE-STORY FARMHOUSE, 150
 GA0421'FEET NORTHWEST OF A 1-1/2 STORY FARMHOUSE, 100 FEET SOUTHWEST
 GA0421'OF A JUNCTION POLE, 80 FEET EAST OF A 1-1/2 STORY FARMHOUSE
 GA0421'ON THE NORTHWEST SIDE OF THE HIGHWAY, 22.4 FEET SOUTHWEST OF
 GA0421'THE SOUTHWEST CORNER OF A GARAGE, ON THE NORTHWEST SIDE OF THE
 GA0421'HIGHWAY, AND BETWEEN A SMALL DITCH AND THE FRONT YARD FENCE.
 GA0421'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 330
 GA0421'1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0419 ***********************************************************************
 GA0419  DESIGNATION -  LHT 331
 GA0419  PID         -  GA0419
 GA0419  STATE/COUNTY-  TN/CARTER
 GA0419  USGS QUAD   -  CARTER (1969)
 GA0419
 GA0419                         *CURRENT SURVEY CONTROL
 GA0419  ___________________________________________________________________
 GA0419* NAD 83(1986)-  36 27 08.     (N)    082 02 19.     (W)     SCALED    
 GA0419* NAVD 88     -       645.96   (+/-2cm)    2119.3    (feet)  VERTCON   
 GA0419  ___________________________________________________________________
 GA0419  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0419
 GA0419  VERT ORDER  -  ? (See Below)
 GA0419
 GA0419.The horizontal coordinates were scaled from a topographic map and have
 GA0419.an estimated accuracy of +/- 6 seconds.
 GA0419
 GA0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0419.The vertical order pertains to the NGVD 29 superseded value.
 GA0419
 GA0419.The geoid height was determined by GEOID03.
 GA0419
 GA0419;                    North         East    Units  Estimated Accuracy
 GA0419;SPC TN       -   242,280.      955,030.      MT  (+/- 180 meters Scaled)
 GA0419
 GA0419                          SUPERSEDED SURVEY CONTROL
 GA0419
 GA0419  NGVD 29 (??/??/92)  646.063  (m)         2119.62   (f) ADJ UNCH    ?  
 GA0419
 GA0419.Superseded values are not recommended for survey control.
 GA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0419.See file dsdata.txt to determine how the superseded data were derived.
 GA0419
 GA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA069346(NAD 83)
 GA0419_MARKER: DD = SURVEY DISK
 GA0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0419_STAMPING: LHT 331 1937
 GA0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0419+STABILITY: SURFACE MOTION
 GA0419
 GA0419  HISTORY     - Date     Condition        Report By
 GA0419  HISTORY     - 1937     MONUMENTED       TVA
 GA0419
 GA0419                          STATION DESCRIPTION
 GA0419
 GA0419'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0419'13.1 MI NE FROM ELIZABETHTON.
 GA0419'13.1 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0419'CARTER COUNTY, 0.9 MILE SOUTHWEST OF BULADEEN, AT THE JUNCTION
 GA0419'OF THE CARTER BRANCH FARM ROAD, ON THE PROPERTY OF D.R. GRINDSTAFF,
 GA0419'425 FEET WEST OF A ONE-STORY STORE BUILDING, 400 FEET WEST OF A
 GA0419'TWO-STORY FARMHOUSE, 400 FEET SOUTHEAST OF A ONE-STORY FARMHOUSE,
 GA0419'250 FEET SOUTH OF A BARN, 250 FEET NORTH OF ANOTHER ONE-STORY
 GA0419'FARMHOUSE, 125 FEET SOUTHEAST OF ANOTHER ONE-STORY FARMHOUSE,
 GA0419'28.5 FEET SOUTHWEST OF A POLE BY A BRIDGE, NEAR THE DOWNSTREAM
 GA0419'END OF THE BRIDGE, ON THE NORTHWEST SIDE OF THE HIGHWAY, AND
 GA0419'BETWEEN THE DITCH AND THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY
 GA0419'STANDARD DISK, STAMPED LHT 331 1937 AND SET IN THE TOP OF A
 GA0419'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0418 ***********************************************************************
 GA0418  DESIGNATION -  LHT 332
 GA0418  PID         -  GA0418
 GA0418  STATE/COUNTY-  TN/CARTER
 GA0418  USGS QUAD   -  CARTER (1969)
 GA0418
 GA0418                         *CURRENT SURVEY CONTROL
 GA0418  ___________________________________________________________________
 GA0418* NAD 83(1986)-  36 27 28.     (N)    082 01 26.     (W)     SCALED    
 GA0418* NAVD 88     -       672.45   (+/-2cm)    2206.2    (feet)  VERTCON   
 GA0418  ___________________________________________________________________
 GA0418  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA0418
 GA0418  VERT ORDER  -  ? (See Below)
 GA0418
 GA0418.The horizontal coordinates were scaled from a topographic map and have
 GA0418.an estimated accuracy of +/- 6 seconds.
 GA0418
 GA0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0418.The vertical order pertains to the NGVD 29 superseded value.
 GA0418
 GA0418.The geoid height was determined by GEOID03.
 GA0418
 GA0418;                    North         East    Units  Estimated Accuracy
 GA0418;SPC TN       -   242,950.      956,320.      MT  (+/- 180 meters Scaled)
 GA0418
 GA0418                          SUPERSEDED SURVEY CONTROL
 GA0418
 GA0418  NGVD 29 (??/??/92)  672.539  (m)         2206.49   (f) ADJ UNCH    ?  
 GA0418
 GA0418.Superseded values are not recommended for survey control.
 GA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0418.See file dsdata.txt to determine how the superseded data were derived.
 GA0418
 GA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA082352(NAD 83)
 GA0418_MARKER: DD = SURVEY DISK
 GA0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0418_STAMPING: LHT 332 1937
 GA0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0418+STABILITY: SURFACE MOTION
 GA0418
 GA0418  HISTORY     - Date     Condition        Report By
 GA0418  HISTORY     - 1937     MONUMENTED       TVA
 GA0418
 GA0418                          STATION DESCRIPTION
 GA0418
 GA0418'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0418'14 MI NE FROM ELIZABETHTON.
 GA0418'14.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0418'CARTER COUNTY, AT BULADEEN, 0.1 MILE SOUTHWEST OF THE JUNCTION OF
 GA0418'A FARM ROAD LEADING NORTHWEST, AT THE JUNCTION OF ANOTHER FARM
 GA0418'ROAD LEADING NORTHWEST, ON THE J.J. RICHARDSON PROPERTY, 400 FEET
 GA0418'NORTHWEST OF A TALL BARN ON THE SOUTHEAST SIDE OF THE HIGHWAY,
 GA0418'200 FEET SOUTHEAST OF A LARGE BARN ON THE NORTHWEST SIDE OF THE
 GA0418'HIGHWAY, 70 FEET SOUTHEAST OF A ONE-STORY FARMHOUSE AT THE NORTHWEST
 GA0418'CORNER OF THE ROAD JUNCTION, 15.8 FEET NORTHEAST OF THE NORTHEAST
 GA0418'CORNER OF ANOTHER BARN, IN THE BARN LOT, ON THE SOUTHEAST SIDE
 GA0418'OF THE HIGHWAY, AND ON THE WEST SIDE OF THE NORTH-AND-SOUTH
 GA0418'PROPERTY LINE OF J.J. RICHARDSON AND MRS. CAL ESTEP.  A TENNESSEE
 GA0418'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 332 1937 AND SET IN
 GA0418'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0417 ***********************************************************************
 GA0417  DESIGNATION -  LHT 333
 GA0417  PID         -  GA0417
 GA0417  STATE/COUNTY-  TN/CARTER
 GA0417  USGS QUAD   -  CARTER (1969)
 GA0417
 GA0417                         *CURRENT SURVEY CONTROL
 GA0417  ___________________________________________________________________
 GA0417* NAD 83(1986)-  36 27 46.     (N)    082 00 34.     (W)     SCALED    
 GA0417* NAVD 88     -       703.90   (+/-2cm)    2309.4    (feet)  VERTCON   
 GA0417  ___________________________________________________________________
 GA0417  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA0417
 GA0417  VERT ORDER  -  ? (See Below)
 GA0417
 GA0417.The horizontal coordinates were scaled from a topographic map and have
 GA0417.an estimated accuracy of +/- 6 seconds.
 GA0417
 GA0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0417.The vertical order pertains to the NGVD 29 superseded value.
 GA0417
 GA0417.The geoid height was determined by GEOID03.
 GA0417
 GA0417;                    North         East    Units  Estimated Accuracy
 GA0417;SPC TN       -   243,560.      957,590.      MT  (+/- 180 meters Scaled)
 GA0417
 GA0417                          SUPERSEDED SURVEY CONTROL
 GA0417
 GA0417  NGVD 29 (??/??/92)  703.980  (m)         2309.64   (f) ADJ UNCH    ?  
 GA0417
 GA0417.Superseded values are not recommended for survey control.
 GA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0417.See file dsdata.txt to determine how the superseded data were derived.
 GA0417
 GA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA095357(NAD 83)
 GA0417_MARKER: DD = SURVEY DISK
 GA0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0417_STAMPING: LHT 333 1937
 GA0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0417+STABILITY: SURFACE MOTION
 GA0417
 GA0417  HISTORY     - Date     Condition        Report By
 GA0417  HISTORY     - 1937     MONUMENTED       TVA
 GA0417
 GA0417                          STATION DESCRIPTION
 GA0417
 GA0417'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0417'15 MI NE FROM ELIZABETHTON.
 GA0417'15.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 GA0417'CARTER COUNTY, 0.8 MILE NORTHWEST OF BULADEEN, 0.6 MILE NORTH OF
 GA0417'HOLLY SPRINGS CHURCH, JUST WEST OF THE NORTH-AND-SOUTH BOUNDARY
 GA0417'LINE OF THE UNAKA NATIONAL FOREST, OPPOSITE THE MUDDY HOLLOW
 GA0417'FARM-ROAD JUNCTION, ON THE PRUETT ESTEP PROPERTY, 400 FEET NORTHEAST
 GA0417'OF AN OLD ONE-STORY FARMHOUSE, 100 FEET EAST OF A MAIL BOX, 60
 GA0417'FEET SOUTHWEST OF A POLE AT THE NORTHEAST CORNER OF THE JUNCTION,
 GA0417'45 FEET SOUTH OF A SMALL GARAGE UNDER A 20-INCH WALNUT TREE AND A
 GA0417'24-INCH WILD CHERRY TREE, 25.8 FEET NORTHEAST OF A ONE-STORY
 GA0417'FARMHOUSE, ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND IN THE
 GA0417'NORTHEAST CORNER OF THE FARMYARD.  A TENNESSEE VALLEY AUTHORITY
 GA0417'STANDARD DISK, STAMPED LHT 333 1937 AND SET IN THE TOP OF A
 GA0417'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1001 ***********************************************************************
 FZ1001  DESIGNATION -  LHT 334
 FZ1001  PID         -  FZ1001
 FZ1001  STATE/COUNTY-  TN/CARTER
 FZ1001  USGS QUAD   -  DOE (1969)
 FZ1001
 FZ1001                         *CURRENT SURVEY CONTROL
 FZ1001  ___________________________________________________________________
 FZ1001* NAD 83(1986)-  36 28 06.     (N)    081 59 42.     (W)     SCALED    
 FZ1001* NAVD 88     -       742.18   (+/-2cm)    2435.0    (feet)  VERTCON   
 FZ1001  ___________________________________________________________________
 FZ1001  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FZ1001
 FZ1001  VERT ORDER  -  ? (See Below)
 FZ1001
 FZ1001.The horizontal coordinates were scaled from a topographic map and have
 FZ1001.an estimated accuracy of +/- 6 seconds.
 FZ1001
 FZ1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1001.The vertical order pertains to the NGVD 29 superseded value.
 FZ1001
 FZ1001.The geoid height was determined by GEOID03.
 FZ1001
 FZ1001;                    North         East    Units  Estimated Accuracy
 FZ1001;SPC TN       -   244,230.      958,860.      MT  (+/- 180 meters Scaled)
 FZ1001
 FZ1001                          SUPERSEDED SURVEY CONTROL
 FZ1001
 FZ1001  NGVD 29 (??/??/92)  742.254  (m)         2435.21   (f) ADJ UNCH    ?  
 FZ1001
 FZ1001.Superseded values are not recommended for survey control.
 FZ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1001.See file dsdata.txt to determine how the superseded data were derived.
 FZ1001
 FZ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA108363(NAD 83)
 FZ1001_MARKER: DD = SURVEY DISK
 FZ1001_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1001_SP_SET: ROCK OUTCROP
 FZ1001_STAMPING: LHT 334 1937
 FZ1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1001+STABILITY: POSITION/ELEVATION WELL
 FZ1001
 FZ1001  HISTORY     - Date     Condition        Report By
 FZ1001  HISTORY     - 1937     MONUMENTED       TVA
 FZ1001
 FZ1001                          STATION DESCRIPTION
 FZ1001
 FZ1001'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1001'15.9 MI NE FROM ELIZABETHTON.
 FZ1001'15.9 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ1001'CARTER COUNTY, 1.7 MILES NORTHEAST OF BULADEEN, ON THE JACK CAMPBELL
 FZ1001'PROPERTY, 160 FEET NORTH OF A ONE-STORY FARMHOUSE, 110 FEET
 FZ1001'NORTHWEST OF A ONE-STORY WASH-HOUSE, 90 FEET NORTHWEST OF A
 FZ1001'CHICKENHOUSE, 90 FEET EAST OF A TIMBER BRIDGE OVER STONEY CREEK,
 FZ1001'80 FEET WEST OF A SMALL BARN, 25 FEET SOUTH OF A GATE, ON THE
 FZ1001'SOUTH SIDE OF THE HIGHWAY, INSIDE THE FARMYARD, AND IN A ROCK
 FZ1001'OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT
 FZ1001'334 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1000 ***********************************************************************
 FZ1000  DESIGNATION -  LHT 335
 FZ1000  PID         -  FZ1000
 FZ1000  STATE/COUNTY-  TN/CARTER
 FZ1000  USGS QUAD   -  DOE (1969)
 FZ1000
 FZ1000                         *CURRENT SURVEY CONTROL
 FZ1000  ___________________________________________________________________
 FZ1000* NAD 83(1986)-  36 28 09.     (N)    081 58 49.     (W)     SCALED    
 FZ1000* NAVD 88     -       804.64   (+/-2cm)    2639.9    (feet)  VERTCON   
 FZ1000  ___________________________________________________________________
 FZ1000  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ1000
 FZ1000  VERT ORDER  -  ? (See Below)
 FZ1000
 FZ1000.The horizontal coordinates were scaled from a topographic map and have
 FZ1000.an estimated accuracy of +/- 6 seconds.
 FZ1000
 FZ1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1000.The vertical order pertains to the NGVD 29 superseded value.
 FZ1000
 FZ1000.The geoid height was determined by GEOID03.
 FZ1000
 FZ1000;                    North         East    Units  Estimated Accuracy
 FZ1000;SPC TN       -   244,370.      960,180.      MT  (+/- 180 meters Scaled)
 FZ1000
 FZ1000                          SUPERSEDED SURVEY CONTROL
 FZ1000
 FZ1000  NGVD 29 (??/??/92)  804.726  (m)         2640.17   (f) ADJ UNCH    ?  
 FZ1000
 FZ1000.Superseded values are not recommended for survey control.
 FZ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1000.See file dsdata.txt to determine how the superseded data were derived.
 FZ1000
 FZ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA121364(NAD 83)
 FZ1000_MARKER: DD = SURVEY DISK
 FZ1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1000_STAMPING: LHT 335 1937
 FZ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1000+STABILITY: SURFACE MOTION
 FZ1000
 FZ1000  HISTORY     - Date     Condition        Report By
 FZ1000  HISTORY     - 1937     MONUMENTED       TVA
 FZ1000
 FZ1000                          STATION DESCRIPTION
 FZ1000
 FZ1000'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1000'16.7 MI NE FROM ELIZABETHTON.
 FZ1000'16.7 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ1000'CARTER COUNTY, 2.5 MILES NORTHEAST OF BULADEEN, 2.5 MILES SOUTHWEST
 FZ1000'OF THE CARTER-JOHNSON COUNTY LINE, AT THE MACON SHOUN PROPERTY,
 FZ1000'200 FEET SOUTH OF AN OLD 1-1/2 STORY FARMHOUSE IN AN APPLE GROVE
 FZ1000'ON THE NORTH SIDE OF THE HIGHWAY, 100 FEET NORTHWEST OF AN OLD
 FZ1000'40-INCH OAK STUMP ON THE HILLSIDE, 100 FEET WEST OF A 6-INCH
 FZ1000'FORKED APPLE TREE, 38.8 FEET SOUTHWEST OF A WINDING ROAD SIGN, ON
 FZ1000'THE SOUTH SIDE OF THE HIGHWAY, AND IN A SMALL BORROW PIT NEAR A
 FZ1000'TRAIL.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 335
 FZ1000'1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0999 ***********************************************************************
 FZ0999  DESIGNATION -  LHT 336
 FZ0999  PID         -  FZ0999
 FZ0999  STATE/COUNTY-  TN/CARTER
 FZ0999  USGS QUAD   -  DOE (1969)
 FZ0999
 FZ0999                         *CURRENT SURVEY CONTROL
 FZ0999  ___________________________________________________________________
 FZ0999* NAD 83(1986)-  36 28 16.     (N)    081 58 33.     (W)     SCALED    
 FZ0999* NAVD 88     -       840.66   (+/-2cm)    2758.1    (feet)  VERTCON   
 FZ0999  ___________________________________________________________________
 FZ0999  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ0999
 FZ0999  VERT ORDER  -  ? (See Below)
 FZ0999
 FZ0999.The horizontal coordinates were scaled from a topographic map and have
 FZ0999.an estimated accuracy of +/- 6 seconds.
 FZ0999
 FZ0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0999.The vertical order pertains to the NGVD 29 superseded value.
 FZ0999
 FZ0999.The geoid height was determined by GEOID03.
 FZ0999
 FZ0999;                    North         East    Units  Estimated Accuracy
 FZ0999;SPC TN       -   244,600.      960,570.      MT  (+/- 180 meters Scaled)
 FZ0999
 FZ0999                          SUPERSEDED SURVEY CONTROL
 FZ0999
 FZ0999  NGVD 29 (??/??/92)  840.749  (m)         2758.36   (f) ADJ UNCH    ?  
 FZ0999
 FZ0999.Superseded values are not recommended for survey control.
 FZ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0999.See file dsdata.txt to determine how the superseded data were derived.
 FZ0999
 FZ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA125366(NAD 83)
 FZ0999_MARKER: DD = SURVEY DISK
 FZ0999_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0999_SP_SET: BED ROCK
 FZ0999_STAMPING: LHT 336 1937
 FZ0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0999+STABILITY: POSITION/ELEVATION WELL
 FZ0999
 FZ0999  HISTORY     - Date     Condition        Report By
 FZ0999  HISTORY     - 1937     MONUMENTED       TVA
 FZ0999
 FZ0999                          STATION DESCRIPTION
 FZ0999
 FZ0999'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0999'17 MI NE FROM ELIZABETHTON.
 FZ0999'17.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ0999'CARTER COUNTY, 2.8 MILES NORTH OF BULADEEN, 2.2 MILES SOUTHWEST
 FZ0999'OF THE CARTER-JOHNSON COUNTY LINE, ON THE INSIDE OF A HILLSIDE
 FZ0999'CURVE, 300 FEET SOUTHEAST OF THE JUNCTION OF STONY CREEK AND
 FZ0999'LINDY CAMP BRANCH, 150 FEET SOUTHWEST OF A TALL HEMLOCK AT THE
 FZ0999'TOE OF A FILL, 75 FEET SOUTHEAST OF A SCAR-SIDED LEANING LOCUST
 FZ0999'TREE, 40 FEET NORTHWEST OF A 20-INCH POPLAR TREE ON THE TOP
 FZ0999'OF A CUT, ON THE SOUTH SIDE OF THE HIGHWAY, AND IN BEDROCK
 FZ0999'AT THE TOE OF THE CUT.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FZ0999'DISK, STAMPED LHT 336 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0998 ***********************************************************************
 FZ0998  DESIGNATION -  LHT 337
 FZ0998  PID         -  FZ0998
 FZ0998  STATE/COUNTY-  TN/CARTER
 FZ0998  USGS QUAD   -  DOE (1969)
 FZ0998
 FZ0998                         *CURRENT SURVEY CONTROL
 FZ0998  ___________________________________________________________________
 FZ0998* NAD 83(1986)-  36 28 13.     (N)    081 58 05.     (W)     SCALED    
 FZ0998* NAVD 88     -       882.95   (+/-2cm)    2896.8    (feet)  VERTCON   
 FZ0998  ___________________________________________________________________
 FZ0998  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ0998
 FZ0998  VERT ORDER  -  ? (See Below)
 FZ0998
 FZ0998.The horizontal coordinates were scaled from a topographic map and have
 FZ0998.an estimated accuracy of +/- 6 seconds.
 FZ0998
 FZ0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0998.The vertical order pertains to the NGVD 29 superseded value.
 FZ0998
 FZ0998.The geoid height was determined by GEOID03.
 FZ0998
 FZ0998;                    North         East    Units  Estimated Accuracy
 FZ0998;SPC TN       -   244,540.      961,270.      MT  (+/- 180 meters Scaled)
 FZ0998
 FZ0998                          SUPERSEDED SURVEY CONTROL
 FZ0998
 FZ0998  NGVD 29 (??/??/92)  883.036  (m)         2897.09   (f) ADJ UNCH    ?  
 FZ0998
 FZ0998.Superseded values are not recommended for survey control.
 FZ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0998.See file dsdata.txt to determine how the superseded data were derived.
 FZ0998
 FZ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA132365(NAD 83)
 FZ0998_MARKER: DD = SURVEY DISK
 FZ0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0998_STAMPING: LHT 337 1937
 FZ0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0998+STABILITY: SURFACE MOTION
 FZ0998
 FZ0998  HISTORY     - Date     Condition        Report By
 FZ0998  HISTORY     - 1937     MONUMENTED       TVA
 FZ0998
 FZ0998                          STATION DESCRIPTION
 FZ0998
 FZ0998'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0998'17.4 MI NE FROM ELIZABETHTON.
 FZ0998'17.4 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ0998'CARTER COUNTY, 1.8 MILES SOUTHWEST OF THE CARTER-JOHNSON COUNTY
 FZ0998'LINE, ON THE INSIDE OF A SHARP CURVE, NEAR THE JUNCTION OF A
 FZ0998'SMALL BRANCH AND LINDY CAMP BRANCH, 90 FEET WEST OF THE UPSTREAM
 FZ0998'END OF TWO PIPES UNDER THE HIGHWAY, 80 FEET NORTHEAST OF THE
 FZ0998'UPSTREAM END OF ANOTHER PIPE, ON THE NORTHWEST SIDE OF THE
 FZ0998'HIGHWAY, AND AT THE FOOT OF A FILL.  A TENNESSEE VALLEY AUTHORITY
 FZ0998'STANDARD DISK, STAMPED LHT 337 1937 AND SET IN THE TOP OF A
 FZ0998'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0997 ***********************************************************************
 FZ0997  DESIGNATION -  LHT 338
 FZ0997  PID         -  FZ0997
 FZ0997  STATE/COUNTY-  TN/CARTER
 FZ0997  USGS QUAD   -  DOE (1969)
 FZ0997
 FZ0997                         *CURRENT SURVEY CONTROL
 FZ0997  ___________________________________________________________________
 FZ0997* NAD 83(1986)-  36 28 37.     (N)    081 58 29.     (W)     SCALED    
 FZ0997* NAVD 88     -       961.57   (+/-2cm)    3154.8    (feet)  VERTCON   
 FZ0997  ___________________________________________________________________
 FZ0997  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ0997
 FZ0997  VERT ORDER  -  ? (See Below)
 FZ0997
 FZ0997.The horizontal coordinates were scaled from a topographic map and have
 FZ0997.an estimated accuracy of +/- 6 seconds.
 FZ0997
 FZ0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0997.The vertical order pertains to the NGVD 29 superseded value.
 FZ0997
 FZ0997.The geoid height was determined by GEOID03.
 FZ0997
 FZ0997;                    North         East    Units  Estimated Accuracy
 FZ0997;SPC TN       -   245,260.      960,640.      MT  (+/- 180 meters Scaled)
 FZ0997
 FZ0997                          SUPERSEDED SURVEY CONTROL
 FZ0997
 FZ0997  NGVD 29 (??/??/92)  961.658  (m)         3155.04   (f) ADJ UNCH    ?  
 FZ0997
 FZ0997.Superseded values are not recommended for survey control.
 FZ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0997.See file dsdata.txt to determine how the superseded data were derived.
 FZ0997
 FZ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA126372(NAD 83)
 FZ0997_MARKER: DD = SURVEY DISK
 FZ0997_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0997_SP_SET: BEDROCK
 FZ0997_STAMPING: LHT 338 1937
 FZ0997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0997+STABILITY: POSITION/ELEVATION WELL
 FZ0997
 FZ0997  HISTORY     - Date     Condition        Report By
 FZ0997  HISTORY     - 1937     MONUMENTED       TVA
 FZ0997
 FZ0997                          STATION DESCRIPTION
 FZ0997
 FZ0997'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0997'18.1 MI NE FROM ELIZABETHTON.
 FZ0997'18.1 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ0997'CARTER COUNTY, 1.1 MILES SOUTHWEST OF THE CARTER-JOHNSON COUNTY
 FZ0997'LINE, ON THE INSIDE OF A SHARP CURVE, 175 FEET SOUTHWEST OF
 FZ0997'A WINDING ROAD SIGN, 175 FEET SOUTHEAST OF A SLOW SIGN, 100 FEET
 FZ0997'SOUTH OF AN 8-INCH MAPLE TREE AND A 6-INCH BLACK-GUM TREE,
 FZ0997'AT THE TOE OF A HILLSIDE CUT, 30 FEET NORTHWEST OF AN OLD
 FZ0997'20-INCH STUMP ON THE TOP OF THE CUT, ON THE SOUTH SIDE OF THE
 FZ0997'HIGHWAY, AND IN BEDROCK.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FZ0997'DISK, STAMPED LHT 338 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0996 ***********************************************************************
 FZ0996  DESIGNATION -  LHT 339
 FZ0996  PID         -  FZ0996
 FZ0996  STATE/COUNTY-  TN/CARTER
 FZ0996  USGS QUAD   -  DOE (1969)
 FZ0996
 FZ0996                         *CURRENT SURVEY CONTROL
 FZ0996  ___________________________________________________________________
 FZ0996* NAD 83(1986)-  36 28 33.     (N)    081 57 53.     (W)     SCALED    
 FZ0996* NAVD 88     -      1022.19   (+/-2cm)    3353.6    (feet)  VERTCON   
 FZ0996  ___________________________________________________________________
 FZ0996  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ0996
 FZ0996  VERT ORDER  -  ? (See Below)
 FZ0996
 FZ0996.The horizontal coordinates were scaled from a topographic map and have
 FZ0996.an estimated accuracy of +/- 6 seconds.
 FZ0996
 FZ0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0996.The vertical order pertains to the NGVD 29 superseded value.
 FZ0996
 FZ0996.The geoid height was determined by GEOID03.
 FZ0996
 FZ0996;                    North         East    Units  Estimated Accuracy
 FZ0996;SPC TN       -   245,170.      961,540.      MT  (+/- 180 meters Scaled)
 FZ0996
 FZ0996                          SUPERSEDED SURVEY CONTROL
 FZ0996
 FZ0996  NGVD 29 (??/??/92) 1022.275  (m)         3353.91   (f) ADJ UNCH    ?  
 FZ0996
 FZ0996.Superseded values are not recommended for survey control.
 FZ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0996.See file dsdata.txt to determine how the superseded data were derived.
 FZ0996
 FZ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA135371(NAD 83)
 FZ0996_MARKER: DD = SURVEY DISK
 FZ0996_SETTING: 80 = SET IN A BOULDER
 FZ0996_SP_SET: BOULDER
 FZ0996_STAMPING: LHT 339 1937
 FZ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0996+STABILITY: SURFACE MOTION
 FZ0996
 FZ0996  HISTORY     - Date     Condition        Report By
 FZ0996  HISTORY     - 1937     MONUMENTED       TVA
 FZ0996
 FZ0996                          STATION DESCRIPTION
 FZ0996
 FZ0996'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0996'18.7 MI NE FROM ELIZABETHTON.
 FZ0996'18.7 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ELIZABETHTON,
 FZ0996'CARTER COUNTY, 0.5 MILE SOUTHWEST OF THE CARTER-JOHNSON COUNTY
 FZ0996'LINE, ON THE OUTSIDE OF A SHARP CURVE, 103.5 FEET SOUTH OF
 FZ0996'A WINDING ROAD SIGN ON THE SOUTHEAST SIDE OF THE HIGHWAY, 60 FEET
 FZ0996'NORTHWEST OF A 5-INCH CHERRY TREE NEAR AN OLD 40-INCH STUMP
 FZ0996'AT THE TOP OF THE LEFT BANK OF A SHORT ROCK-COVERED DRAW, 50
 FZ0996'FEET NORTHEAST OF THE JUNCTION OF A HILLSIDE TRAIL, 30 FEET
 FZ0996'WEST OF OLD 30-INCH TWIN TREE STUMPS ON THE RIGHT BANK OF THE
 FZ0996'DRAW, ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND IN A BOULDER
 FZ0996'IN THE DRAW.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FZ0996'STAMPED LHT 339 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1029 ***********************************************************************
 FZ1029  DESIGNATION -  LHT 340
 FZ1029  PID         -  FZ1029
 FZ1029  STATE/COUNTY-  TN/JOHNSON
 FZ1029  USGS QUAD   -  ELK MILLS (1994)
 FZ1029
 FZ1029                         *CURRENT SURVEY CONTROL
 FZ1029  ___________________________________________________________________
 FZ1029* NAD 83(1986)-  36 16 48.     (N)    081 55 42.     (W)     SCALED    
 FZ1029* NAVD 88     -       798.25   (+/-2cm)    2618.9    (feet)  VERTCON   
 FZ1029  ___________________________________________________________________
 FZ1029  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ1029
 FZ1029  VERT ORDER  -  ? (See Below)
 FZ1029
 FZ1029.The horizontal coordinates were scaled from a topographic map and have
 FZ1029.an estimated accuracy of +/- 6 seconds.
 FZ1029
 FZ1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1029.The vertical order pertains to the NGVD 29 superseded value.
 FZ1029
 FZ1029.The geoid height was determined by GEOID03.
 FZ1029
 FZ1029;                    North         East    Units  Estimated Accuracy
 FZ1029;SPC TN       -   223,590.      965,700.      MT  (+/- 180 meters Scaled)
 FZ1029
 FZ1029                          SUPERSEDED SURVEY CONTROL
 FZ1029
 FZ1029  NGVD 29 (??/??/92)  798.353  (m)         2619.26   (f) ADJ UNCH    ?  
 FZ1029
 FZ1029.Superseded values are not recommended for survey control.
 FZ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1029.See file dsdata.txt to determine how the superseded data were derived.
 FZ1029
 FZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA166154(NAD 83)
 FZ1029_MARKER: DD = SURVEY DISK
 FZ1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1029_STAMPING: LHT 340 1937
 FZ1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1029+STABILITY: SURFACE MOTION
 FZ1029
 FZ1029  HISTORY     - Date     Condition        Report By
 FZ1029  HISTORY     - 1937     MONUMENTED       TVA
 FZ1029
 FZ1029                          STATION DESCRIPTION
 FZ1029
 FZ1029'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1029'4.6 MI SE FROM DUGGER BRIDGE.
 FZ1029'4.6 MILES SOUTHEAST ALONG THE GREGG BRANCH COUNTY ROAD FROM
 FZ1029'DUGGER BRIDGE, JOHNSON COUNTY, AT THE MEADOWS SCHOOL, 150 FEET
 FZ1029'WEST OF THE BOYS OUTDOOR TOILET, 30 FEET SOUTHEAST OF THE
 FZ1029'GIRLS OUTDOOR TOILET, 27.1 FEET SOUTHWEST OF THE SOUTH CORNER
 FZ1029'OF THE SCHOOL BUILDING, AT THE BASE OF A 14-INCH MAPLE TREE,
 FZ1029'AND IN THE SOUTHEAST CORNER OF A FIELD.  A UNITED STATES GEOLOGICAL
 FZ1029'SURVEY STANDARD DISK, STAMPED LHT 340 1937 AND SET IN THE TOP
 FZ1029'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1011 ***********************************************************************
 FZ1011  DESIGNATION -  LHT 344
 FZ1011  PID         -  FZ1011
 FZ1011  STATE/COUNTY-  TN/JOHNSON
 FZ1011  USGS QUAD   -  SHERWOOD (1994)
 FZ1011
 FZ1011                         *CURRENT SURVEY CONTROL
 FZ1011  ___________________________________________________________________
 FZ1011* NAD 83(1986)-  36 20 54.     (N)    081 50 36.     (W)     SCALED    
 FZ1011* NAVD 88     -       990.16   (+/-2cm)    3248.5    (feet)  VERTCON   
 FZ1011  ___________________________________________________________________
 FZ1011  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FZ1011
 FZ1011  VERT ORDER  -  ? (See Below)
 FZ1011
 FZ1011.The horizontal coordinates were scaled from a topographic map and have
 FZ1011.an estimated accuracy of +/- 6 seconds.
 FZ1011
 FZ1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1011.The vertical order pertains to the NGVD 29 superseded value.
 FZ1011
 FZ1011.The geoid height was determined by GEOID03.
 FZ1011
 FZ1011;                    North         East    Units  Estimated Accuracy
 FZ1011;SPC TN       -   231,490.      973,010.      MT  (+/- 180 meters Scaled)
 FZ1011
 FZ1011                          SUPERSEDED SURVEY CONTROL
 FZ1011
 FZ1011  NGVD 29 (??/??/92)  990.256  (m)         3248.86   (f) ADJ UNCH    ?  
 FZ1011
 FZ1011.Superseded values are not recommended for survey control.
 FZ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1011.See file dsdata.txt to determine how the superseded data were derived.
 FZ1011
 FZ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA243229(NAD 83)
 FZ1011_MARKER: DD = SURVEY DISK
 FZ1011_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1011_SP_SET: BOULDER
 FZ1011_STAMPING: LHT 344
 FZ1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1011+STABILITY: POSITION/ELEVATION WELL
 FZ1011
 FZ1011  HISTORY     - Date     Condition        Report By
 FZ1011  HISTORY     - UNK      MONUMENTED       TVA
 FZ1011  HISTORY     - 1937     GOOD             TVA
 FZ1011
 FZ1011                          STATION DESCRIPTION
 FZ1011
 FZ1011'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1011'2.8 MI NW FROM REESE.
 FZ1011'IN JOHNSON COUNTY, TENNESSEE, 2.8 MILES NORTHWEST ALONG THE LOCUST
 FZ1011'GAP COUNTY ROAD FROM THE BEAVERDAM CHURCH AT REESE, WATAUGA
 FZ1011'COUNTY, NORTH CAROLINA, AT THE POINT OF A HAIRPIN CURVE, ON THE
 FZ1011'RIGHT BANK OF MILL CREEK, 150 FEET NORTHWEST OF A FORD AT THE
 FZ1011'CROSSING OF MILL CREEK, 17.2 FEET SOUTHEAST OF A 45-INCH LOCUST
 FZ1011'STUMP ON THE SOUTHWEST EDGE OF THE ROAD, 15.7 FEET NORTHWEST OF
 FZ1011'A 36-INCH RED OAK TREE, NEAR A RHODODENDRON THICKET, AND IN A
 FZ1011'FLAT-TOPPED BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FZ1011'STAMPED LHT 344.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0958 ***********************************************************************
 FZ0958  DESIGNATION -  LHT 348
 FZ0958  PID         -  FZ0958
 FZ0958  STATE/COUNTY-  TN/CARTER
 FZ0958  USGS QUAD   -  ELK MILLS (1994)
 FZ0958
 FZ0958                         *CURRENT SURVEY CONTROL
 FZ0958  ___________________________________________________________________
 FZ0958* NAD 83(1986)-  36 16 50.     (N)    081 59 33.     (W)     SCALED    
 FZ0958* NAVD 88     -       603.39   (+/-2cm)    1979.6    (feet)  VERTCON   
 FZ0958  ___________________________________________________________________
 FZ0958  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FZ0958
 FZ0958  VERT ORDER  -  ? (See Below)
 FZ0958
 FZ0958.The horizontal coordinates were scaled from a topographic map and have
 FZ0958.an estimated accuracy of +/- 6 seconds.
 FZ0958
 FZ0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0958.The vertical order pertains to the NGVD 29 superseded value.
 FZ0958
 FZ0958.The geoid height was determined by GEOID03.
 FZ0958
 FZ0958;                    North         East    Units  Estimated Accuracy
 FZ0958;SPC TN       -   223,420.      959,940.      MT  (+/- 180 meters Scaled)
 FZ0958
 FZ0958                          SUPERSEDED SURVEY CONTROL
 FZ0958
 FZ0958  NGVD 29 (??/??/92)  603.509  (m)         1980.01   (f) ADJ UNCH    ?  
 FZ0958
 FZ0958.Superseded values are not recommended for survey control.
 FZ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0958.See file dsdata.txt to determine how the superseded data were derived.
 FZ0958
 FZ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA108155(NAD 83)
 FZ0958_MARKER: DD = SURVEY DISK
 FZ0958_SETTING: 80 = SET IN A BOULDER
 FZ0958_SP_SET: BOULDER
 FZ0958_STAMPING: LHT 348
 FZ0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0958+STABILITY: SURFACE MOTION
 FZ0958
 FZ0958  HISTORY     - Date     Condition        Report By
 FZ0958  HISTORY     - UNK      MONUMENTED       TVA
 FZ0958  HISTORY     - 1937     GOOD             TVA
 FZ0958
 FZ0958                          STATION DESCRIPTION
 FZ0958
 FZ0958'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0958'0.6 MI N FROM ELK MILLS.
 FZ0958'0.6 MILE NORTH ALONG THE ELK RIVER ROAD FROM ELK MILLS, CARTER
 FZ0958'COUNTY, 500 FEET NORTH OF THE JUNCTION OF THE LUTHER HOLLOW FARM
 FZ0958'ROAD, ON THE WHEELER DUGGER PROPERTY, ON THE WEST BANK OF ELK RIVER,
 FZ0958'AND 150 FEET NORTHWEST OF A SMALL BARN, 35 FEET NORTHWEST OF
 FZ0958'A ONE-STORY FARMHOUSE, 30 FEET SOUTH OF A SPRING, ON THE NORTHEAST
 FZ0958'SIDE OF THE ROAD, NEAR A MAIL BOX AND PATH TO A FARMHOUSE, AND IN
 FZ0958'A LARGE BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FZ0958'STAMPED LHT 348.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0961 ***********************************************************************
 FZ0961  DESIGNATION -  LHT 349
 FZ0961  PID         -  FZ0961
 FZ0961  STATE/COUNTY-  TN/CARTER
 FZ0961  USGS QUAD   -  ELK MILLS (1994)
 FZ0961
 FZ0961                         *CURRENT SURVEY CONTROL
 FZ0961  ___________________________________________________________________
 FZ0961* NAD 83(1986)-  36 16 03.     (N)    081 59 49.     (W)     SCALED    
 FZ0961* NAVD 88     -       638.50   (+/-2cm)    2094.8    (feet)  VERTCON   
 FZ0961  ___________________________________________________________________
 FZ0961  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ0961
 FZ0961  VERT ORDER  -  ? (See Below)
 FZ0961
 FZ0961.The horizontal coordinates were scaled from a topographic map and have
 FZ0961.an estimated accuracy of +/- 6 seconds.
 FZ0961
 FZ0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0961.The vertical order pertains to the NGVD 29 superseded value.
 FZ0961
 FZ0961.The geoid height was determined by GEOID03.
 FZ0961
 FZ0961;                    North         East    Units  Estimated Accuracy
 FZ0961;SPC TN       -   221,950.      959,600.      MT  (+/- 180 meters Scaled)
 FZ0961
 FZ0961                          SUPERSEDED SURVEY CONTROL
 FZ0961
 FZ0961  NGVD 29 (??/??/92)  638.618  (m)         2095.20   (f) ADJ UNCH    ?  
 FZ0961
 FZ0961.Superseded values are not recommended for survey control.
 FZ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0961.See file dsdata.txt to determine how the superseded data were derived.
 FZ0961
 FZ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA104140(NAD 83)
 FZ0961_MARKER: DD = SURVEY DISK
 FZ0961_SETTING: 80 = SET IN A BOULDER
 FZ0961_SP_SET: BOULDER
 FZ0961_STAMPING: LHT 349
 FZ0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0961+STABILITY: SURFACE MOTION
 FZ0961
 FZ0961  HISTORY     - Date     Condition        Report By
 FZ0961  HISTORY     - UNK      MONUMENTED       TVA
 FZ0961  HISTORY     - 1937     GOOD             TVA
 FZ0961
 FZ0961                          STATION DESCRIPTION
 FZ0961
 FZ0961'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ0961'0.6 MI S FROM ELK MILLS.
 FZ0961'0.6 MILE SOUTH ALONG THE ELK RIVER ROAD FROM ELK MILLS, CARTER
 FZ0961'COUNTY, 400 FEET WEST ACROSS THE RIVER FROM A ONE-STORY HOUSE,
 FZ0961'AT THE POINT WHERE THE RIVER BREAKS AWAY FROM THE ROAD, IN A
 FZ0961'LARGE ROCK CUT AND FILL, ON THE SOUTH SIDE OF THE ROAD, AND IN A
 FZ0961'LARGE BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FZ0961'LHT 349.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0674 ***********************************************************************
 GA0674  DESIGNATION -  LHT 351
 GA0674  PID         -  GA0674
 GA0674  STATE/COUNTY-  TN/CARTER
 GA0674  USGS QUAD   -  WATAUGA DAM (1960)
 GA0674
 GA0674                         *CURRENT SURVEY CONTROL
 GA0674  ___________________________________________________________________
 GA0674* NAD 83(1986)-  36 15 44.     (N)    082 01 46.     (W)     SCALED    
 GA0674* NAVD 88     -       793.04   (+/-2cm)    2601.8    (feet)  VERTCON   
 GA0674  ___________________________________________________________________
 GA0674  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA0674
 GA0674  VERT ORDER  -  ? (See Below)
 GA0674
 GA0674.The horizontal coordinates were scaled from a topographic map and have
 GA0674.an estimated accuracy of +/- 6 seconds.
 GA0674
 GA0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0674.The vertical order pertains to the NGVD 29 superseded value.
 GA0674
 GA0674.The geoid height was determined by GEOID03.
 GA0674
 GA0674;                    North         East    Units  Estimated Accuracy
 GA0674;SPC TN       -   221,250.      956,710.      MT  (+/- 180 meters Scaled)
 GA0674
 GA0674                          SUPERSEDED SURVEY CONTROL
 GA0674
 GA0674  NGVD 29 (??/??/92)  793.143  (m)         2602.17   (f) ADJ UNCH    ?  
 GA0674
 GA0674.Superseded values are not recommended for survey control.
 GA0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0674.See file dsdata.txt to determine how the superseded data were derived.
 GA0674
 GA0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA075135(NAD 83)
 GA0674_MARKER: DB = BENCH MARK DISK
 GA0674_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA0674_STAMPING: LHT 351 1937
 GA0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0674
 GA0674  HISTORY     - Date     Condition        Report By
 GA0674  HISTORY     - 1937     MONUMENTED       TVA
 GA0674
 GA0674                          STATION DESCRIPTION
 GA0674
 GA0674'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0674'0.9 MI W FROM MILLER CHAPEL.
 GA0674'0.9 MILE WEST ALONG THE HEATON BRANCH ROAD FROM MILLER CHAPEL,
 GA0674'CARTER COUNTY, NEAR THE JUNCTION OF SCRAWLS BRANCH AND HEATON
 GA0674'BRANCH, ON THE ROY IRCK PROPERTY, ON THE SCRAWLS BRANCH ROAD,
 GA0674'ON THE EAST SIDE OF SCRAWLS BRANCH, 50 FEET NORTHEAST OF THE
 GA0674'ROAD, 36 FEET SOUTHEAST OF AN 8-INCH POPLAR TREE, AND IN ROCK.
 GA0674'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 351 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1229 ***********************************************************************
 FZ1229  DESIGNATION -  LHT 354
 FZ1229  PID         -  FZ1229
 FZ1229  STATE/COUNTY-  TN/JOHNSON
 FZ1229  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1229
 FZ1229                         *CURRENT SURVEY CONTROL
 FZ1229  ___________________________________________________________________
 FZ1229* NAD 83(1986)-  36 36 47.     (N)    081 48 18.     (W)     SCALED    
 FZ1229* NAVD 88     -       622.13   (+/-2cm)    2041.1    (feet)  VERTCON   
 FZ1229  ___________________________________________________________________
 FZ1229  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1229
 FZ1229  VERT ORDER  -  ? (See Below)
 FZ1229
 FZ1229.The horizontal coordinates were scaled from a topographic map and have
 FZ1229.an estimated accuracy of +/- 6 seconds.
 FZ1229
 FZ1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1229.The vertical order pertains to the NGVD 29 superseded value.
 FZ1229
 FZ1229.The geoid height was determined by GEOID03.
 FZ1229
 FZ1229;                    North         East    Units  Estimated Accuracy
 FZ1229;SPC TN       -   260,980.      975,190.      MT  (+/- 180 meters Scaled)
 FZ1229
 FZ1229                          SUPERSEDED SURVEY CONTROL
 FZ1229
 FZ1229  NGVD 29 (??/??/92)  622.205  (m)         2041.35   (f) ADJ UNCH    ?  
 FZ1229
 FZ1229.Superseded values are not recommended for survey control.
 FZ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1229.See file dsdata.txt to determine how the superseded data were derived.
 FZ1229
 FZ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA280522(NAD 83)
 FZ1229_MARKER: DD = SURVEY DISK
 FZ1229_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1229_SP_SET: ROCK OUTCROP
 FZ1229_STAMPING: LHT 354 1937
 FZ1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1229+STABILITY: POSITION/ELEVATION WELL
 FZ1229
 FZ1229  HISTORY     - Date     Condition        Report By
 FZ1229  HISTORY     - 1937     MONUMENTED       TVA
 FZ1229
 FZ1229                          STATION DESCRIPTION
 FZ1229
 FZ1229'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1229'1.9 MI S FROM DAMASCUS.
 FZ1229'IN JOHNSON COUNTY, TENNESSEE, 1.9 MILES SOUTH ALONG THE BEAVERDAM
 FZ1229'CREEK ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 58 AT DAMASCUS,
 FZ1229'WASHINGTON COUNTY, VIRGINIA, IN THE CHEROKEE NATIONAL FOREST,
 FZ1229'425 FEET SOUTHWEST OF THE TENNESSEE-VIRGINIA STATE LINE, 500
 FZ1229'FEET SOUTHEAST OF A ONE-STORY FARMHOUSE, 450 FEET NORTHEAST OF
 FZ1229'ANOTHER ONE-STORY FARMHOUSE, NEAR THE JUNCTION OF THE DAVIS
 FZ1229'HOLLOW FARM ROAD, AT THE SOUTH CORNER OF THE JUNCTION, 85 FEET
 FZ1229'NORTH OF A LONE 24-INCH WALNUT TREE, 50 FEET SOUTH OF A POLE,
 FZ1229'50 FEET SOUTHEAST OF A 24-INCH HEMLOCK TREE BETWEEN THE COUNTY
 FZ1229'ROAD AND THE CREEK, 31.4 FEET EAST OF A 26-INCH POPLAR TREE IN
 FZ1229'THE FENCE LINE, 30.5 FEET NORTHWEST OF A 40-INCH POPLAR TREE,
 FZ1229'IN A SMALL BOULDER-COVERED CLEARING, AND IN THE TOP OF A ROCK
 FZ1229'OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FZ1229'LHT 354 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1230 ***********************************************************************
 FZ1230  DESIGNATION -  LHT 355
 FZ1230  PID         -  FZ1230
 FZ1230  STATE/COUNTY-  TN/JOHNSON
 FZ1230  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1230
 FZ1230                         *CURRENT SURVEY CONTROL
 FZ1230  ___________________________________________________________________
 FZ1230* NAD 83(1986)-  36 36 13.     (N)    081 48 40.     (W)     SCALED    
 FZ1230* NAVD 88     -       634.40   (+/-2cm)    2081.4    (feet)  VERTCON   
 FZ1230  ___________________________________________________________________
 FZ1230  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1230
 FZ1230  VERT ORDER  -  ? (See Below)
 FZ1230
 FZ1230.The horizontal coordinates were scaled from a topographic map and have
 FZ1230.an estimated accuracy of +/- 6 seconds.
 FZ1230
 FZ1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1230.The vertical order pertains to the NGVD 29 superseded value.
 FZ1230
 FZ1230.The geoid height was determined by GEOID03.
 FZ1230
 FZ1230;                    North         East    Units  Estimated Accuracy
 FZ1230;SPC TN       -   259,910.      974,690.      MT  (+/- 180 meters Scaled)
 FZ1230
 FZ1230                          SUPERSEDED SURVEY CONTROL
 FZ1230
 FZ1230  NGVD 29 (??/??/92)  634.470  (m)         2081.59   (f) ADJ UNCH    ?  
 FZ1230
 FZ1230.Superseded values are not recommended for survey control.
 FZ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1230.See file dsdata.txt to determine how the superseded data were derived.
 FZ1230
 FZ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA274512(NAD 83)
 FZ1230_MARKER: DD = SURVEY DISK
 FZ1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1230_STAMPING: LHT 355 1937
 FZ1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1230+STABILITY: SURFACE MOTION
 FZ1230
 FZ1230  HISTORY     - Date     Condition        Report By
 FZ1230  HISTORY     - 1937     MONUMENTED       TVA
 FZ1230
 FZ1230                          STATION DESCRIPTION
 FZ1230
 FZ1230'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1230'2.7 MI SW FROM DAMASCUS.
 FZ1230'IN JOHNSON COUNTY, TENNESSEE, 2.7 MILES SOUTHWEST ALONG THE
 FZ1230'BEAVERDAM CREEK ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 58
 FZ1230'AT DAMASCUS, WASHINGTON COUNTY, VIRGINIA AT SUTHERLAND, NEAR THE
 FZ1230'JUNCTION OF THE RESERVOIR BRANCH ROAD, AT THE EAST CORNER OF THE
 FZ1230'JUNCTION, ON THE PROPERTY OF JIM GENTRY, 475 FEET SOUTH OF A
 FZ1230'1-1/2-STORY FARMHOUSE, 325 FEET NORTHEAST OF A SMALL STABLE, 300
 FZ1230'FEET NORTHWEST OF A ONE-STORY FARMHOUSE, 275 FEET SOUTHWEST OF A
 FZ1230'LARGE BARN, 200 FEET NORTH OF ANOTHER SMALL STABLE, 100 FEET
 FZ1230'NORTHEAST OF A SINGLE-TUBE CONCRETE CULVERT, 64.2 FEET EAST OF A
 FZ1230'POLE, 26.5 FEET SOUTH OF A FENCE CORNER, AND IN THE NORTH-AND-SOUTH
 FZ1230'FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FZ1230'STAMPED LHT 355 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1231 ***********************************************************************
 FZ1231  DESIGNATION -  LHT 356
 FZ1231  PID         -  FZ1231
 FZ1231  STATE/COUNTY-  TN/JOHNSON
 FZ1231  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1231
 FZ1231                         *CURRENT SURVEY CONTROL
 FZ1231  ___________________________________________________________________
 FZ1231* NAD 83(1986)-  36 35 29.     (N)    081 49 09.     (W)     SCALED    
 FZ1231* NAVD 88     -       661.59   (+/-2cm)    2170.6    (feet)  VERTCON   
 FZ1231  ___________________________________________________________________
 FZ1231  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1231
 FZ1231  VERT ORDER  -  ? (See Below)
 FZ1231
 FZ1231.The horizontal coordinates were scaled from a topographic map and have
 FZ1231.an estimated accuracy of +/- 6 seconds.
 FZ1231
 FZ1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1231.The vertical order pertains to the NGVD 29 superseded value.
 FZ1231
 FZ1231.The geoid height was determined by GEOID03.
 FZ1231
 FZ1231;                    North         East    Units  Estimated Accuracy
 FZ1231;SPC TN       -   258,530.      974,020.      MT  (+/- 180 meters Scaled)
 FZ1231
 FZ1231                          SUPERSEDED SURVEY CONTROL
 FZ1231
 FZ1231  NGVD 29 (??/??/92)  661.655  (m)         2170.78   (f) ADJ UNCH    ?  
 FZ1231
 FZ1231.Superseded values are not recommended for survey control.
 FZ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1231.See file dsdata.txt to determine how the superseded data were derived.
 FZ1231
 FZ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA267498(NAD 83)
 FZ1231_MARKER: DD = SURVEY DISK
 FZ1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1231_STAMPING: LHT 356 1937
 FZ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1231+STABILITY: SURFACE MOTION
 FZ1231
 FZ1231  HISTORY     - Date     Condition        Report By
 FZ1231  HISTORY     - 1937     MONUMENTED       TVA
 FZ1231
 FZ1231                          STATION DESCRIPTION
 FZ1231
 FZ1231'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1231'3.9 MI SW FROM DAMASCUS.
 FZ1231'IN JOHNSON COUNTY, TENNESSEE, 3.9 MILES SOUTHWEST ALONG THE
 FZ1231'BEAVERDAM CREEK ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 58
 FZ1231'AT DAMASCUS, WASHINGTON COUNTY, VIRGINIA, 0.3 MILE SOUTHWEST OF A
 FZ1231'TUNNEL THROUGH BACKBONE ROCK, IN THE CHEROKEE NATIONAL FOREST,
 FZ1231'IN A SMALL CLEARING, 500 FEET WEST OF A CAMP SIGN, 100 FEET
 FZ1231'SOUTHEAST OF A 5- BY 5-INCH CONCRETE POST WITH THE NUMBER 3 CUT ON
 FZ1231'THE SLANTING TOP, 55 FEET SOUTHEAST OF A POLE NEAR A 5-INCH
 FZ1231'HEMLOCK TREE, 96.3 FEET SOUTH OF AN 8-INCH SYCAMORE TREE, ON THE
 FZ1231'SOUTHEAST SIDE OF THE ROAD, AND 45 FEET WEST OF AN OLD TWIN
 FZ1231'STUMP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FZ1231'LHT 356 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1232 ***********************************************************************
 FZ1232  DESIGNATION -  LHT 357
 FZ1232  PID         -  FZ1232
 FZ1232  STATE/COUNTY-  TN/JOHNSON
 FZ1232  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1232
 FZ1232                         *CURRENT SURVEY CONTROL
 FZ1232  ___________________________________________________________________
 FZ1232* NAD 83(1986)-  36 34 58.     (N)    081 49 59.     (W)     SCALED    
 FZ1232* NAVD 88     -       681.45   (+/-2cm)    2235.7    (feet)  VERTCON   
 FZ1232  ___________________________________________________________________
 FZ1232  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1232
 FZ1232  VERT ORDER  -  ? (See Below)
 FZ1232
 FZ1232.The horizontal coordinates were scaled from a topographic map and have
 FZ1232.an estimated accuracy of +/- 6 seconds.
 FZ1232
 FZ1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1232.The vertical order pertains to the NGVD 29 superseded value.
 FZ1232
 FZ1232.The geoid height was determined by GEOID03.
 FZ1232
 FZ1232;                    North         East    Units  Estimated Accuracy
 FZ1232;SPC TN       -   257,520.      972,820.      MT  (+/- 180 meters Scaled)
 FZ1232
 FZ1232                          SUPERSEDED SURVEY CONTROL
 FZ1232
 FZ1232  NGVD 29 (??/??/92)  681.518  (m)         2235.95   (f) ADJ UNCH    ?  
 FZ1232
 FZ1232.Superseded values are not recommended for survey control.
 FZ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1232.See file dsdata.txt to determine how the superseded data were derived.
 FZ1232
 FZ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA254489(NAD 83)
 FZ1232_MARKER: DD = SURVEY DISK
 FZ1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1232_STAMPING: LHT 357 1937
 FZ1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1232+STABILITY: SURFACE MOTION
 FZ1232
 FZ1232  HISTORY     - Date     Condition        Report By
 FZ1232  HISTORY     - 1937     MONUMENTED       TVA
 FZ1232
 FZ1232                          STATION DESCRIPTION
 FZ1232
 FZ1232'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1232'4.9 MI SW FROM DAMASCUS.
 FZ1232'IN JOHNSON COUNTY, TENNESSEE, 4.9 MILES SOUTHWEST ALONG THE
 FZ1232'BEAVERDAM CREEK ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 58
 FZ1232'AT DAMASCUS, WASHINGTON COUNTY, VIRGINIA, IN THE CHEROKEE NATIONAL
 FZ1232'FOREST, AT THE JUNCTION OF CAMP NO. 3 HOLLOW ROAD, AT THE
 FZ1232'SOUTHWEST CORNER OF THE JUNCTION, 210 FEET NORTHEAST OF A
 FZ1232'CONCRETE CULVERT, 100 FEET SOUTHWEST OF MILEPOST 4, 90 FEET WEST
 FZ1232'OF A LONE 20-INCH SYCAMORE TREE, 26.9 FEET WEST OF A 32-INCH
 FZ1232'FORKED SYCAMORE TREE, IN A SMALL CLEARING, AND 24.8 FEET SOUTHWEST
 FZ1232'OF A POLE AT THE FORK IN THE ROAD.  A TENNESSEE VALLEY AUTHORITY
 FZ1232'STANDARD DISK, STAMPED LHT 357 1937 AND SET IN THE TOP OF A
 FZ1232'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1233 ***********************************************************************
 FZ1233  DESIGNATION -  LHT 358
 FZ1233  PID         -  FZ1233
 FZ1233  STATE/COUNTY-  TN/JOHNSON
 FZ1233  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1233
 FZ1233                         *CURRENT SURVEY CONTROL
 FZ1233  ___________________________________________________________________
 FZ1233* NAD 83(1986)-  36 34 20.     (N)    081 50 40.     (W)     SCALED    
 FZ1233* NAVD 88     -       698.80   (+/-2cm)    2292.6    (feet)  VERTCON   
 FZ1233  ___________________________________________________________________
 FZ1233  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1233
 FZ1233  VERT ORDER  -  ? (See Below)
 FZ1233
 FZ1233.The horizontal coordinates were scaled from a topographic map and have
 FZ1233.an estimated accuracy of +/- 6 seconds.
 FZ1233
 FZ1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1233.The vertical order pertains to the NGVD 29 superseded value.
 FZ1233
 FZ1233.The geoid height was determined by GEOID03.
 FZ1233
 FZ1233;                    North         East    Units  Estimated Accuracy
 FZ1233;SPC TN       -   256,310.      971,860.      MT  (+/- 180 meters Scaled)
 FZ1233
 FZ1233                          SUPERSEDED SURVEY CONTROL
 FZ1233
 FZ1233  NGVD 29 (??/??/92)  698.858  (m)         2292.84   (f) ADJ UNCH    ?  
 FZ1233
 FZ1233.Superseded values are not recommended for survey control.
 FZ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1233.See file dsdata.txt to determine how the superseded data were derived.
 FZ1233
 FZ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA244477(NAD 83)
 FZ1233_MARKER: DD = SURVEY DISK
 FZ1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1233_STAMPING: LHT 358 1937
 FZ1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1233+STABILITY: SURFACE MOTION
 FZ1233
 FZ1233  HISTORY     - Date     Condition        Report By
 FZ1233  HISTORY     - 1937     MONUMENTED       TVA
 FZ1233
 FZ1233                          STATION DESCRIPTION
 FZ1233
 FZ1233'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1233'5.9 MI SW FROM DAMASCUS.
 FZ1233'IN JOHNSON COUNTY, TENNESSEE, 5.9 MILES SOUTHWEST ALONG THE
 FZ1233'BEAVERDAM CREEK ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 58
 FZ1233'AT DAMASCUS, WASHINGTON COUNTY, VIRGINIA, 0.7 MILE SOUTHWEST OF THE
 FZ1233'MOUTH OF CHESTNUT BRANCH, IN THE CHEROKEE NATIONAL FOREST, ON THE
 FZ1233'INSIDE OF A LONG CURVE, 110 FEET SOUTHWEST OF A 36-INCH CHESTNUT
 FZ1233'OAK TREE, 100 FEET EAST OF MILEPOST 5, 22.2 FEET SOUTH OF A
 FZ1233'12-INCH WHITE WALNUT TREE, 10 FEET SOUTH OF A 30-INCH LEANING
 FZ1233'HEMLOCK TREE, ON THE NORTH SIDE OF THE ROAD, ON A SLIGHT CLEARED
 FZ1233'RISE, AND BETWEEN THE ROAD AND BEAVERDAM CREEK.  A UNITED STATES
 FZ1233'GEOLOGICAL SURVEY STANDARD DISK, STAMPED LHT 358 1937 AND SET
 FZ1233'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1234 ***********************************************************************
 FZ1234  DESIGNATION -  LHT 359
 FZ1234  PID         -  FZ1234
 FZ1234  STATE/COUNTY-  TN/JOHNSON
 FZ1234  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1234
 FZ1234                         *CURRENT SURVEY CONTROL
 FZ1234  ___________________________________________________________________
 FZ1234* NAD 83(1986)-  36 34 20.     (N)    081 51 15.     (W)     SCALED    
 FZ1234* NAVD 88     -       719.29   (+/-2cm)    2359.9    (feet)  VERTCON   
 FZ1234  ___________________________________________________________________
 FZ1234  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1234
 FZ1234  VERT ORDER  -  ? (See Below)
 FZ1234
 FZ1234.The horizontal coordinates were scaled from a topographic map and have
 FZ1234.an estimated accuracy of +/- 6 seconds.
 FZ1234
 FZ1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1234.The vertical order pertains to the NGVD 29 superseded value.
 FZ1234
 FZ1234.The geoid height was determined by GEOID03.
 FZ1234
 FZ1234;                    North         East    Units  Estimated Accuracy
 FZ1234;SPC TN       -   256,270.      970,990.      MT  (+/- 180 meters Scaled)
 FZ1234
 FZ1234                          SUPERSEDED SURVEY CONTROL
 FZ1234
 FZ1234  NGVD 29 (??/??/92)  719.352  (m)         2360.07   (f) ADJ UNCH    ?  
 FZ1234
 FZ1234.Superseded values are not recommended for survey control.
 FZ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1234.See file dsdata.txt to determine how the superseded data were derived.
 FZ1234
 FZ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA235477(NAD 83)
 FZ1234_MARKER: DD = SURVEY DISK
 FZ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1234_STAMPING: LHT 359 1937
 FZ1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1234+STABILITY: SURFACE MOTION
 FZ1234
 FZ1234  HISTORY     - Date     Condition        Report By
 FZ1234  HISTORY     - 1937     MONUMENTED       TVA
 FZ1234
 FZ1234                          STATION DESCRIPTION
 FZ1234
 FZ1234'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1234'3.5 MI NW FROM CRANDULL.
 FZ1234'3.5 MILES NORTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1234'JOHNSON COUNTY, 6.7 MILES SOUTHWEST OF DAMASCUS, VIRGINIA, IN
 FZ1234'THE CHEROKEE NATIONAL FOREST, NEAR THE JUNCTION OF THE FAGALL
 FZ1234'BRANCH WAGON ROAD, AT THE SOUTHEAST CORNER OF THE JUNCTION, 115
 FZ1234'FEET EAST OF A CONCRETE CULVERT, 85 FEET NORTHEAST OF A SMALL
 FZ1234'APPLE ORCHARD, 80 FEET EAST OF THE ROAD JUNCTION, 80 FEET
 FZ1234'SOUTHEAST OF A 30-INCH FORKED CHESTNUT OAK TREE, 56.4 FEET
 FZ1234'SOUTHWEST OF A POLE, 17.3 FEET NORTHWEST OF A 14-INCH FORKED
 FZ1234'MAPLE TREE, AND IN AN OLD CLEARING NOW GROWN UP.  A TENNESSEE
 FZ1234'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 359 1937 AND SET IN THE
 FZ1234'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1235 ***********************************************************************
 FZ1235  DESIGNATION -  LHT 360
 FZ1235  PID         -  FZ1235
 FZ1235  STATE/COUNTY-  TN/JOHNSON
 FZ1235  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ1235
 FZ1235                         *CURRENT SURVEY CONTROL
 FZ1235  ___________________________________________________________________
 FZ1235* NAD 83(1986)-  36 34 12.     (N)    081 52 00.     (W)     SCALED    
 FZ1235* NAVD 88     -       740.71   (+/-2cm)    2430.1    (feet)  VERTCON   
 FZ1235  ___________________________________________________________________
 FZ1235  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1235
 FZ1235  VERT ORDER  -  ? (See Below)
 FZ1235
 FZ1235.The horizontal coordinates were scaled from a topographic map and have
 FZ1235.an estimated accuracy of +/- 6 seconds.
 FZ1235
 FZ1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1235.The vertical order pertains to the NGVD 29 superseded value.
 FZ1235
 FZ1235.The geoid height was determined by GEOID03.
 FZ1235
 FZ1235;                    North         East    Units  Estimated Accuracy
 FZ1235;SPC TN       -   255,980.      969,880.      MT  (+/- 180 meters Scaled)
 FZ1235
 FZ1235                          SUPERSEDED SURVEY CONTROL
 FZ1235
 FZ1235  NGVD 29 (??/??/92)  740.780  (m)         2430.38   (f) ADJ UNCH    ?  
 FZ1235
 FZ1235.Superseded values are not recommended for survey control.
 FZ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1235.See file dsdata.txt to determine how the superseded data were derived.
 FZ1235
 FZ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA224475(NAD 83)
 FZ1235_MARKER: DD = SURVEY DISK
 FZ1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1235_STAMPING: LHT 360 1937
 FZ1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1235+STABILITY: SURFACE MOTION
 FZ1235
 FZ1235  HISTORY     - Date     Condition        Report By
 FZ1235  HISTORY     - 1937     MONUMENTED       TVA
 FZ1235
 FZ1235                          STATION DESCRIPTION
 FZ1235
 FZ1235'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1235'2.5 MI NW FROM CRANDULL.
 FZ1235'2.5 MILES NORTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1235'JOHNSON COUNTY, 1 MILE WEST OF THE JUNCTION OF THE FAGALL BRANCH
 FZ1235'WAGON ROAD, IN THE CHEROKEE NATIONAL FOREST, ON THE OUTSIDE OF A
 FZ1235'CURVE, AT THE WEST FORK OF A SMALL CREEK LEADING NORTHWEST, 150
 FZ1235'FEET SOUTHEAST OF A CURVE SIGN, 53.7 FEET SOUTHWEST OF THE
 FZ1235'SOUTHWEST CORNER OF A SINGLE-TUBE CULVERT, 35 FEET NORTHEAST
 FZ1235'OF AN 8-INCH WHITE WALNUT TREE, 15 FEET SOUTHWEST OF A POLE, ON
 FZ1235'THE SOUTH SIDE OF THE ROAD, AND NEAR A SMALL CLUMP OF RHODODENDRON
 FZ1235'AND AN OLD BLOWN-OVER TREE STUMP.  A TENNESSEE VALLEY AUTHORITY
 FZ1235'STANDARD DISK, STAMPED LHT 360 1937 AND SET IN THE TOP OF A CONCRETE
 FZ1235'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1236 ***********************************************************************
 FZ1236  DESIGNATION -  LHT 361
 FZ1236  PID         -  FZ1236
 FZ1236  STATE/COUNTY-  TN/JOHNSON
 FZ1236  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1236
 FZ1236                         *CURRENT SURVEY CONTROL
 FZ1236  ___________________________________________________________________
 FZ1236* NAD 83(1986)-  36 33 48.     (N)    081 52 46.     (W)     SCALED    
 FZ1236* NAVD 88     -       771.97   (+/-2cm)    2532.7    (feet)  VERTCON   
 FZ1236  ___________________________________________________________________
 FZ1236  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1236
 FZ1236  VERT ORDER  -  ? (See Below)
 FZ1236
 FZ1236.The horizontal coordinates were scaled from a topographic map and have
 FZ1236.an estimated accuracy of +/- 6 seconds.
 FZ1236
 FZ1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1236.The vertical order pertains to the NGVD 29 superseded value.
 FZ1236
 FZ1236.The geoid height was determined by GEOID03.
 FZ1236
 FZ1236;                    North         East    Units  Estimated Accuracy
 FZ1236;SPC TN       -   255,190.      968,770.      MT  (+/- 180 meters Scaled)
 FZ1236
 FZ1236                          SUPERSEDED SURVEY CONTROL
 FZ1236
 FZ1236  NGVD 29 (??/??/92)  772.042  (m)         2532.94   (f) ADJ UNCH    ?  
 FZ1236
 FZ1236.Superseded values are not recommended for survey control.
 FZ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1236.See file dsdata.txt to determine how the superseded data were derived.
 FZ1236
 FZ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA213467(NAD 83)
 FZ1236_MARKER: DD = SURVEY DISK
 FZ1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1236_STAMPING: LHT 361 1937
 FZ1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1236+STABILITY: SURFACE MOTION
 FZ1236
 FZ1236  HISTORY     - Date     Condition        Report By
 FZ1236  HISTORY     - 1937     MONUMENTED       TVA
 FZ1236
 FZ1236                          STATION DESCRIPTION
 FZ1236
 FZ1236'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1236'1.4 MI NW FROM CRANDULL.
 FZ1236'1.4 MILES NORTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1236'JOHNSON COUNTY, IN THE CHEROKEE NATIONAL FOREST, NEAR THE JUNCTION
 FZ1236'OF THE BIRCH BRANCH FARM ROAD, AT THE NORTH CORNER OF THE JUNCTION,
 FZ1236'500 FEET NORTH OF A SINGLE-SPAN STEEL BRIDGE OVER BEAVERDAM
 FZ1236'CREEK, 150 FEET NORTHWEST OF A ONE-STORY LOG HOUSE ON THE RIGHT
 FZ1236'BANK OF THE CREEK, 90 FEET NORTHEAST OF MILEPOST 8, 30 FEET
 FZ1236'NORTHWEST OF THE WEST END OF A TIMBER BRIDGE OVER THE CREEK, 20
 FZ1236'FEET WEST OF A 60-INCH PRONGED MAPLE TREE, 41.7 FEET NORTH OF A
 FZ1236'6-INCH BIRCH TREE, 26.4 FEET WEST OF A 6-INCH SPRUCE TREE, AND IN
 FZ1236'A SMALL CLEARING BETWEEN THE ROAD AND THE CREEK.  A TENNESSEE
 FZ1236'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 361 1937 AND SET IN THE
 FZ1236'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1237 ***********************************************************************
 FZ1237  DESIGNATION -  LHT 362
 FZ1237  PID         -  FZ1237
 FZ1237  STATE/COUNTY-  TN/JOHNSON
 FZ1237  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1237
 FZ1237                         *CURRENT SURVEY CONTROL
 FZ1237  ___________________________________________________________________
 FZ1237* NAD 83(1986)-  36 33 32.     (N)    081 53 05.     (W)     SCALED    
 FZ1237* NAVD 88     -       777.40   (+/-2cm)    2550.5    (feet)  VERTCON   
 FZ1237  ___________________________________________________________________
 FZ1237  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1237
 FZ1237  VERT ORDER  -  ? (See Below)
 FZ1237
 FZ1237.The horizontal coordinates were scaled from a topographic map and have
 FZ1237.an estimated accuracy of +/- 6 seconds.
 FZ1237
 FZ1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1237.The vertical order pertains to the NGVD 29 superseded value.
 FZ1237
 FZ1237.The geoid height was determined by GEOID03.
 FZ1237
 FZ1237;                    North         East    Units  Estimated Accuracy
 FZ1237;SPC TN       -   254,680.      968,320.      MT  (+/- 180 meters Scaled)
 FZ1237
 FZ1237                          SUPERSEDED SURVEY CONTROL
 FZ1237
 FZ1237  NGVD 29 (??/??/92)  777.478  (m)         2550.78   (f) ADJ UNCH    ?  
 FZ1237
 FZ1237.Superseded values are not recommended for survey control.
 FZ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1237.See file dsdata.txt to determine how the superseded data were derived.
 FZ1237
 FZ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA208463(NAD 83)
 FZ1237_MARKER: DD = SURVEY DISK
 FZ1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1237_STAMPING: LHT 362 1937
 FZ1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1237+STABILITY: SURFACE MOTION
 FZ1237
 FZ1237  HISTORY     - Date     Condition        Report By
 FZ1237  HISTORY     - 1937     MONUMENTED       TVA
 FZ1237
 FZ1237                          STATION DESCRIPTION
 FZ1237
 FZ1237'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1237'1 MI NW FROM CRANDULL.
 FZ1237'1.0 MILE NORTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1237'JOHNSON COUNTY, NEAR THE JUNCTION OF THE PARKS BRANCH FARM ROAD,
 FZ1237'AT THE EAST CORNER OF THE JUNCTION, ON THE PROPERTY OF J.F.
 FZ1237'BLEVINS, 850 FEET EAST OF A LARGE BARN, 700 FEET SOUTH OF A
 FZ1237'TWO-STORY FARMHOUSE, 600 FEET NORTHEAST OF A ONE-STORY FARMHOUSE
 FZ1237'IN A GROVE, 375 FEET WEST OF ANOTHER ONE-STORY FARMHOUSE, 100 FEET
 FZ1237'NORTHEAST OF THE JUNCTION OF TWO SMALL CREEKS, 100 FEET OF A
 FZ1237'SINGLE-TUBE CONCRETE CULVERT, 60 FEET NORTH OF A GATE ON THE RIGHT
 FZ1237'BANK OF THE CREEK, 40 FEET SOUTHEAST OF THE ROAD JUNCTION, 19.7
 FZ1237'FEET NORTHWEST OF A 24-INCH MAPLE TREE, 19.2 FEET NORTH OF A
 FZ1237'24-INCH FORKED HEMLOCK TREE, AND ON A SMALL MOUND BETWEEN THE FARM
 FZ1237'ROAD AND A FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FZ1237'STAMPED LHT 362 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1239 ***********************************************************************
 FZ1239  DESIGNATION -  LHT 363
 FZ1239  PID         -  FZ1239
 FZ1239  STATE/COUNTY-  TN/JOHNSON
 FZ1239  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1239
 FZ1239                         *CURRENT SURVEY CONTROL
 FZ1239  ___________________________________________________________________
 FZ1239* NAD 83(1986)-  36 32 32.     (N)    081 53 40.     (W)     SCALED    
 FZ1239* NAVD 88     -       801.90   (+/-2cm)    2630.9    (feet)  VERTCON   
 FZ1239  ___________________________________________________________________
 FZ1239  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1239
 FZ1239  VERT ORDER  -  ? (See Below)
 FZ1239
 FZ1239.The horizontal coordinates were scaled from a topographic map and have
 FZ1239.an estimated accuracy of +/- 6 seconds.
 FZ1239
 FZ1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1239.The vertical order pertains to the NGVD 29 superseded value.
 FZ1239
 FZ1239.The geoid height was determined by GEOID03.
 FZ1239
 FZ1239;                    North         East    Units  Estimated Accuracy
 FZ1239;SPC TN       -   252,790.      967,520.      MT  (+/- 180 meters Scaled)
 FZ1239
 FZ1239                          SUPERSEDED SURVEY CONTROL
 FZ1239
 FZ1239  NGVD 29 (??/??/92)  801.985  (m)         2631.18   (f) ADJ UNCH    ?  
 FZ1239
 FZ1239.Superseded values are not recommended for survey control.
 FZ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1239.See file dsdata.txt to determine how the superseded data were derived.
 FZ1239
 FZ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA199444(NAD 83)
 FZ1239_MARKER: DD = SURVEY DISK
 FZ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1239_STAMPING: LHT 363 1937
 FZ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1239+STABILITY: SURFACE MOTION
 FZ1239
 FZ1239  HISTORY     - Date     Condition        Report By
 FZ1239  HISTORY     - 1937     MONUMENTED       TVA
 FZ1239
 FZ1239                          STATION DESCRIPTION
 FZ1239
 FZ1239'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1239'0.4 MI S FROM CRANDULL.
 FZ1239'0.4 MILE SOUTH ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1239'JOHNSON COUNTY, 0.2 MILE SOUTH OF CRANDULL SCHOOL, NEAR THE
 FZ1239'JUNCTION OF THE CRANDULL POST OFFICE ROAD, NEAR THE EAST CORNER,
 FZ1239'120 FEET SOUTH OF THE JUNCTION, ON THE PROPERTY OF JOHN SHEPPARD,
 FZ1239'110 FEET EAST OF A ONE-STORY CORN MILL BUILDING, 90 FEET SOUTHEAST
 FZ1239'OF A ONE-STORY SHEET-METAL STORE BUILDING, 80 FEET SOUTHWEST
 FZ1239'OF A 1-1/2-STORY FARMHOUSE, 50 FEET EAST OF AN OUTDOOR TOLIET,
 FZ1239'50 FEET NORTH OF A SINGLE-SPAN CONCRETE BRIDGE, AND AT THE WEST
 FZ1239'FENCE CORNER BETWEEN THE FARMHOUSE AND THE BRIDGE.  A TENNESSEE
 FZ1239'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 363 1937 AND SET
 FZ1239'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1241 ***********************************************************************
 FZ1241  DESIGNATION -  LHT 364
 FZ1241  PID         -  FZ1241
 FZ1241  STATE/COUNTY-  TN/JOHNSON
 FZ1241  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1241
 FZ1241                         *CURRENT SURVEY CONTROL
 FZ1241  ___________________________________________________________________
 FZ1241* NAD 83(1986)-  36 31 54.     (N)    081 54 13.     (W)     SCALED    
 FZ1241* NAVD 88     -       880.99   (+/-2cm)    2890.4    (feet)  VERTCON   
 FZ1241  ___________________________________________________________________
 FZ1241  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1241
 FZ1241  VERT ORDER  -  ? (See Below)
 FZ1241
 FZ1241.The horizontal coordinates were scaled from a topographic map and have
 FZ1241.an estimated accuracy of +/- 6 seconds.
 FZ1241
 FZ1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1241.The vertical order pertains to the NGVD 29 superseded value.
 FZ1241
 FZ1241.The geoid height was determined by GEOID03.
 FZ1241
 FZ1241;                    North         East    Units  Estimated Accuracy
 FZ1241;SPC TN       -   251,590.      966,750.      MT  (+/- 180 meters Scaled)
 FZ1241
 FZ1241                          SUPERSEDED SURVEY CONTROL
 FZ1241
 FZ1241  NGVD 29 (??/??/92)  881.073  (m)         2890.65   (f) ADJ UNCH    ?  
 FZ1241
 FZ1241.Superseded values are not recommended for survey control.
 FZ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1241.See file dsdata.txt to determine how the superseded data were derived.
 FZ1241
 FZ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA191433(NAD 83)
 FZ1241_MARKER: DD = SURVEY DISK
 FZ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1241_STAMPING: LHT 364 1937
 FZ1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1241+STABILITY: SURFACE MOTION
 FZ1241
 FZ1241  HISTORY     - Date     Condition        Report By
 FZ1241  HISTORY     - UNK      MONUMENTED       USGS
 FZ1241  HISTORY     - 1937     GOOD             TVA
 FZ1241
 FZ1241                          STATION DESCRIPTION
 FZ1241
 FZ1241'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1241'1.5 MI SW FROM CRANDULL.
 FZ1241'1.5 MILES SOUTHWEST ALONG THE BEAVERDAM CREEK ROAD FROM CRANDULL,
 FZ1241'JOHNSON COUNTY, AT THE INTERSECTION OF THE DAVID BLEVIN FARM ROAD,
 FZ1241'ON THE PROPERTY OF J.J. LOUIS, 600 FEET SOUTHEAST OF A LARGE
 FZ1241'BARN, 450 FEET SOUTHWEST OF AN OLD ONE-STORY FARMHOUSE, 450 FEET
 FZ1241'NORTHEAST OF ANOTHER BARN, 300 FEET NORTH OF A 1-1/2 STORY FARMHOUSE,
 FZ1241'150 FEET NORTH OF A LARGE TWO-STORY STORE AND RESIDENCE, 50 FEET
 FZ1241'EAST OF THE CROSSROADS, SOUTHEAST OF THE ROAD, AND IN THE
 FZ1241'NORTHEAST-AND-SOUTHWEST FENCE LINE.  A UNITED STATES GEOLOGICAL
 FZ1241'SURVEY STANDARD DISK, STAMPED LHT 364 1937 AND SET IN THE TOP OF A
 FZ1241'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1243 ***********************************************************************
 FZ1243  DESIGNATION -  LHT 365
 FZ1243  PID         -  FZ1243
 FZ1243  STATE/COUNTY-  TN/JOHNSON
 FZ1243  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1243
 FZ1243                         *CURRENT SURVEY CONTROL
 FZ1243  ___________________________________________________________________
 FZ1243* NAD 83(1986)-  36 31 22.     (N)    081 55 24.     (W)     SCALED    
 FZ1243* NAVD 88     -       850.16   (+/-2cm)    2789.2    (feet)  VERTCON   
 FZ1243  ___________________________________________________________________
 FZ1243  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1243
 FZ1243  VERT ORDER  -  ? (See Below)
 FZ1243
 FZ1243.The horizontal coordinates were scaled from a topographic map and have
 FZ1243.an estimated accuracy of +/- 6 seconds.
 FZ1243
 FZ1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1243.The vertical order pertains to the NGVD 29 superseded value.
 FZ1243
 FZ1243.The geoid height was determined by GEOID03.
 FZ1243
 FZ1243;                    North         East    Units  Estimated Accuracy
 FZ1243;SPC TN       -   250,530.      965,030.      MT  (+/- 180 meters Scaled)
 FZ1243
 FZ1243                          SUPERSEDED SURVEY CONTROL
 FZ1243
 FZ1243  NGVD 29 (??/??/92)  850.252  (m)         2789.54   (f) ADJ UNCH    ?  
 FZ1243
 FZ1243.Superseded values are not recommended for survey control.
 FZ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1243.See file dsdata.txt to determine how the superseded data were derived.
 FZ1243
 FZ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA173423(NAD 83)
 FZ1243_MARKER: DD = SURVEY DISK
 FZ1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1243_STAMPING: LHT 365 1937
 FZ1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1243+STABILITY: SURFACE MOTION
 FZ1243
 FZ1243  HISTORY     - Date     Condition        Report By
 FZ1243  HISTORY     - 1937     MONUMENTED       TVA
 FZ1243
 FZ1243                          STATION DESCRIPTION
 FZ1243
 FZ1243'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1243'0.4 MI NE FROM SHADY VALLEY.
 FZ1243'0.4 MILE NORTHEAST ALONG THE BEAVERDAM CREEK ROAD FROM SHADY
 FZ1243'VALLEY, JOHNSON COUNTY, 0.9 MILE SOUTHWEST OF HARMON, AT THE
 FZ1243'JUNCTION OF THE ROAD LEADING TO SHADY VALLEY SCHOOL, 900 FEET
 FZ1243'SOUTH OF A TWO-STORY FARMHOUSE, 750 FEET SOUTHWEST OF AN OLD
 FZ1243'BARN, 400 FEET SOUTHEAST OF SHADY VALLEY SCHOOL, ON THE PROPERTY
 FZ1243'OF TOM GARTH, 90 FEET WEST OF A 12-INCH PINE TREE, 50 FEET
 FZ1243'SOUTHWEST OF THE CROSSROADS, AND IN THE NORTHEAST-AND-SOUTHWEST
 FZ1243'FENCE LINE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FZ1243'LHT 365 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1193 ***********************************************************************
 FZ1193  DESIGNATION -  LHT 366
 FZ1193  PID         -  FZ1193
 FZ1193  STATE/COUNTY-  TN/JOHNSON
 FZ1193  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1193
 FZ1193                         *CURRENT SURVEY CONTROL
 FZ1193  ___________________________________________________________________
 FZ1193* NAD 83(1986)-  36 33 23.     (N)    081 54 15.     (W)     SCALED    
 FZ1193* NAVD 88     -       865.45   (+/-2cm)    2839.4    (feet)  VERTCON   
 FZ1193  ___________________________________________________________________
 FZ1193  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1193
 FZ1193  VERT ORDER  -  ? (See Below)
 FZ1193
 FZ1193.The horizontal coordinates were scaled from a topographic map and have
 FZ1193.an estimated accuracy of +/- 6 seconds.
 FZ1193
 FZ1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1193.The vertical order pertains to the NGVD 29 superseded value.
 FZ1193
 FZ1193.The geoid height was determined by GEOID03.
 FZ1193
 FZ1193;                    North         East    Units  Estimated Accuracy
 FZ1193;SPC TN       -   254,330.      966,590.      MT  (+/- 180 meters Scaled)
 FZ1193
 FZ1193                          SUPERSEDED SURVEY CONTROL
 FZ1193
 FZ1193  NGVD 29 (??/??/92)  865.543  (m)         2839.70   (f) ADJ UNCH    ?  
 FZ1193
 FZ1193.Superseded values are not recommended for survey control.
 FZ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1193.See file dsdata.txt to determine how the superseded data were derived.
 FZ1193
 FZ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA190460(NAD 83)
 FZ1193_MARKER: DD = SURVEY DISK
 FZ1193_SETTING: 80 = SET IN A BOULDER
 FZ1193_STAMPING: LHT 366 1937
 FZ1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1193+STABILITY: SURFACE MOTION
 FZ1193
 FZ1193  HISTORY     - Date     Condition        Report By
 FZ1193  HISTORY     - 1937     MONUMENTED       TVA
 FZ1193
 FZ1193                          STATION DESCRIPTION
 FZ1193
 FZ1193'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1193'1 MI NW FROM CRANDULL.
 FZ1193'1 MILE NORTHWEST ALONG THE OFFSET SCHOOL ROAD FROM CRANDULL,
 FZ1193'JOHNSON COUNTY, IN THE CHEROKEE NATIONAL FOREST, AT THE OUTSIDE
 FZ1193'OF A SHARP CURVE, 200 FEET NORTH OF FOUR PAINTED GUARDRAIL POSTS,
 FZ1193'125 FEET NORTHWEST OF A 24-INCH BLACK-GUM TREE INSIDE THE CURVE,
 FZ1193'110 FEET WEST OF TWO TALL 14-INCH POPLAR TREES, AT A CLEARING,
 FZ1193'BETWEEN TWO SMALL TRAILS LEADING TO THE ROAD, ON THE NORTHEAST
 FZ1193'SIDE OF THE ROAD, AT THE BASE OF A 24-INCH HEMLOCK TREE, AND IN
 FZ1193'THE TOP OF A SMALL BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FZ1193'DISK, STAMPED LHT 366 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1200 ***********************************************************************
 FZ1200  DESIGNATION -  LHT 367
 FZ1200  PID         -  FZ1200
 FZ1200  STATE/COUNTY-  TN/SULLIVAN
 FZ1200  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1200
 FZ1200                         *CURRENT SURVEY CONTROL
 FZ1200  ___________________________________________________________________
 FZ1200* NAD 83(1986)-  36 35 39.     (N)    081 54 41.     (W)     SCALED    
 FZ1200* NAVD 88     -       779.49   (+/-2cm)    2557.4    (feet)  VERTCON   
 FZ1200  ___________________________________________________________________
 FZ1200  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1200
 FZ1200  VERT ORDER  -  ? (See Below)
 FZ1200
 FZ1200.The horizontal coordinates were scaled from a topographic map and have
 FZ1200.an estimated accuracy of +/- 6 seconds.
 FZ1200
 FZ1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1200.The vertical order pertains to the NGVD 29 superseded value.
 FZ1200
 FZ1200.The geoid height was determined by GEOID03.
 FZ1200
 FZ1200;                    North         East    Units  Estimated Accuracy
 FZ1200;SPC TN       -   258,490.      965,770.      MT  (+/- 180 meters Scaled)
 FZ1200
 FZ1200                          SUPERSEDED SURVEY CONTROL
 FZ1200
 FZ1200  NGVD 29 (??/??/92)  779.578  (m)         2557.67   (f) ADJ UNCH    ?  
 FZ1200
 FZ1200.Superseded values are not recommended for survey control.
 FZ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1200.See file dsdata.txt to determine how the superseded data were derived.
 FZ1200
 FZ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA184502(NAD 83)
 FZ1200_MARKER: DB = BENCH MARK DISK
 FZ1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1200_STAMPING: LHT 367 1937
 FZ1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1200+STABILITY: SURFACE MOTION
 FZ1200
 FZ1200  HISTORY     - Date     Condition        Report By
 FZ1200  HISTORY     - 1937     MONUMENTED       TVA
 FZ1200
 FZ1200                          STATION DESCRIPTION
 FZ1200
 FZ1200'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1200'1 MI S FROM OFFSET SCHOOL.
 FZ1200'1 MILE SOUTH ALONG THE CRANDULL ROAD FROM OFFSET SCHOOL, SULLIVAN
 FZ1200'COUNTY, IN THE CHEROKEE NATIONAL FOREST, 500 FEET SOUTH OF FOUR
 FZ1200'STRIPED GUARDRAIL POSTS, 265 FEET SOUTHEAST OF A 12-INCH LEANING
 FZ1200'MAPLE TREE, 115 FEET SOUTHEAST OF A 14-INCH SCAR-SIDED MAPLE TREE
 FZ1200'ON THE WEST EDGE OF THE ROAD, 60 FEET NORTH OF A 10-INCH SPRUCE
 FZ1200'TREE WRAPPED AROUND A 24-INCH SPRUCE TREE AT THE TOP OF A CUT,
 FZ1200'16.4 FEET SOUTHEAST OF THE UPSTREAM END OF A CORRUGATED-IRON
 FZ1200'PIPE CULVERT UNDER THE ROAD, ON THE EAST SIDE OF THE ROAD, AND
 FZ1200'BETWEEN AN OLD TRAIL AND A SMALL CREEK.  A TENNESSEE VALLEY
 FZ1200'AUTHORITY STANDARD DISK, STAMPED LHT 367 1937 AND SET IN THE TOP
 FZ1200'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1201 ***********************************************************************
 FZ1201  DESIGNATION -  LHT 368
 FZ1201  PID         -  FZ1201
 FZ1201  STATE/COUNTY-  TN/SULLIVAN
 FZ1201  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1201
 FZ1201                         *CURRENT SURVEY CONTROL
 FZ1201  ___________________________________________________________________
 FZ1201* NAD 83(1986)-  36 36 09.     (N)    081 54 59.     (W)     SCALED    
 FZ1201* NAVD 88     -       687.93   (+/-2cm)    2257.0    (feet)  VERTCON   
 FZ1201  ___________________________________________________________________
 FZ1201  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1201
 FZ1201  VERT ORDER  -  ? (See Below)
 FZ1201
 FZ1201.The horizontal coordinates were scaled from a topographic map and have
 FZ1201.an estimated accuracy of +/- 6 seconds.
 FZ1201
 FZ1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1201.The vertical order pertains to the NGVD 29 superseded value.
 FZ1201
 FZ1201.The geoid height was determined by GEOID03.
 FZ1201
 FZ1201;                    North         East    Units  Estimated Accuracy
 FZ1201;SPC TN       -   259,390.      965,280.      MT  (+/- 180 meters Scaled)
 FZ1201
 FZ1201                          SUPERSEDED SURVEY CONTROL
 FZ1201
 FZ1201  NGVD 29 (??/??/92)  688.024  (m)         2257.29   (f) ADJ UNCH    ?  
 FZ1201
 FZ1201.Superseded values are not recommended for survey control.
 FZ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1201.See file dsdata.txt to determine how the superseded data were derived.
 FZ1201
 FZ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA180511(NAD 83)
 FZ1201_MARKER: DB = BENCH MARK DISK
 FZ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1201_STAMPING: LHT 368 1937
 FZ1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1201+STABILITY: SURFACE MOTION
 FZ1201
 FZ1201  HISTORY     - Date     Condition        Report By
 FZ1201  HISTORY     - 1937     MONUMENTED       TVA
 FZ1201
 FZ1201                          STATION DESCRIPTION
 FZ1201
 FZ1201'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1201'0.3 MI SE FROM OFFSET SCHOOL.
 FZ1201'0.3 MILE SOUTHEAST ALONG THE CRANDULL ROAD FROM OFFSET SCHOOL,
 FZ1201'SULLIVAN COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 FZ1201'THE DENTON VALLEY ROAD, 300 FEET NORTHEAST OF A SINGLE-SPAN
 FZ1201'CONCRETE BRIDGE, ON THE PROPERTY OF DAVE WIDENER, 300 FEET NORTHWEST
 FZ1201'OF A SMALL BARN, 210 FEET NORTHWEST OF AN OLD TWO-STORY FARMHOUSE,
 FZ1201'110 FEET WEST OF A 6-INCH MAPLE TREE, IN A SMALL CLEARING, AND
 FZ1201'BETWEEN TWO 8-INCH LOCUST TREES.  A TENNESSEE VALLEY AUTHORITY
 FZ1201'STANDARD DISK, STAMPED LHT 368 1937 AND SET IN THE TOP OF A
 FZ1201'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0554 ***********************************************************************
 FC0554  DESIGNATION -  LHT 42
 FC0554  PID         -  FC0554
 FC0554  STATE/COUNTY-  TN/MCMINN
 FC0554  USGS QUAD   -  RICEVILLE (1990)
 FC0554
 FC0554                         *CURRENT SURVEY CONTROL
 FC0554  ___________________________________________________________________
 FC0554* NAD 83(1986)-  35 23 26.     (N)    084 42 21.     (W)     SCALED    
 FC0554* NAVD 88     -       237.539  (meters)     779.33   (feet)  ADJUSTED  
 FC0554  ___________________________________________________________________
 FC0554  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0554  DYNAMIC HT  -         237.307 (meters)     778.56  (feet)  COMP
 FC0554  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 FC0554
 FC0554  VERT ORDER  -  SECOND    CLASS 0
 FC0554
 FC0554.The horizontal coordinates were scaled from a topographic map and have
 FC0554.an estimated accuracy of +/- 6 seconds.
 FC0554
 FC0554.The orthometric height was determined by differential leveling
 FC0554.and adjusted by the National Geodetic Survey in June 1991..
 FC0554
 FC0554.The geoid height was determined by GEOID03.
 FC0554
 FC0554.The dynamic height is computed by dividing the NAVD 88
 FC0554.geopotential number by the normal gravity value computed on the
 FC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0554.degrees latitude (g = 980.6199 gals.).
 FC0554
 FC0554.The modeled gravity was interpolated from observed gravity values.
 FC0554
 FC0554;                    North         East    Units  Estimated Accuracy
 FC0554;SPC TN       -   118,080.      717,570.      MT  (+/- 180 meters Scaled)
 FC0554
 FC0554                          SUPERSEDED SURVEY CONTROL
 FC0554
 FC0554  NGVD 29 (??/??/92)  237.600  (m)          779.53   (f) ADJ UNCH    2 0
 FC0554
 FC0554.Superseded values are not recommended for survey control.
 FC0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0554.See file dsdata.txt to determine how the superseded data were derived.
 FC0554
 FC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE083187(NAD 83)
 FC0554_MARKER: DD = SURVEY DISK
 FC0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0554_STAMPING: LHT 42 1937
 FC0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0554+STABILITY: SURFACE MOTION
 FC0554
 FC0554  HISTORY     - Date     Condition        Report By
 FC0554  HISTORY     - 1937     MONUMENTED       TVA
 FC0554  HISTORY     - 1970     GOOD             NGS
 FC0554
 FC0554                          STATION DESCRIPTION
 FC0554
 FC0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FC0554'1.4 MI NW FROM RICEVILLE.
 FC0554'THIS MARK RECOVERED IN GOOD CONDITION.  TO REACH FROM THE NEW
 FC0554'POST OFFICE IN RICEVILLE, GO NORTH-NORTHEASTERLY ON U.S. HIGHWAY
 FC0554'11 FOR 0.25 OF A MILE TO A CROSSROAD.  HERE TURN LEFT ON COUNTY
 FC0554'ROUTE 4374 AND GO NORTHWESTERLY FOR 0.2 OF A MILE TO A ROAD RIGHT,
 FC0554'CONTINUE ON COUNTY ROUTE 4374 IN A GENERAL WESTERLY DIRECTION
 FC0554'FOR 0.8 OF A MILE TO A GRAVELED ROAD LEFT AND THE MARK ON THE
 FC0554'RIGHT ABOUT 175 FEET BEFORE COMING TO THE GRAVELED ROAD.  THE
 FC0554'MARK IS 21 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROUTE
 FC0554'4374, 17 FEET EAST OF THE APPROXIMATE CENTER OF A PRIVATE
 FC0554'DRIVEWAY, AND 0.4 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 FC0554'IT IS A T.V.A. BENCH MARK DISK SET IN THE TOP OF A 7-INCH,
 FC0554'SQUARE, CONCRETE POST THAT PROJECTS 6 INCHES AND THE DISK IS
 FC0554'STAMPED LHT 42 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1989 ***********************************************************************
 GA1989  DESIGNATION -  LHT 433
 GA1989  PID         -  GA1989
 GA1989  STATE/COUNTY-  TN/JEFFERSON
 GA1989  USGS QUAD   -  WHITE PINE (1961)
 GA1989
 GA1989                         *CURRENT SURVEY CONTROL
 GA1989  ___________________________________________________________________
 GA1989* NAD 83(1986)-  36 05 24.     (N)    083 18 03.     (W)     SCALED    
 GA1989* NAVD 88     -       352.49   (+/-2cm)    1156.5    (feet)  VERTCON   
 GA1989  ___________________________________________________________________
 GA1989  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA1989
 GA1989  VERT ORDER  -  ? (See Below)
 GA1989
 GA1989.The horizontal coordinates were scaled from a topographic map and have
 GA1989.an estimated accuracy of +/- 6 seconds.
 GA1989
 GA1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1989.The vertical order pertains to the NGVD 29 superseded value.
 GA1989
 GA1989.The geoid height was determined by GEOID03.
 GA1989
 GA1989;                    North         East    Units  Estimated Accuracy
 GA1989;SPC TN       -   198,250.      843,050.      MT  (+/- 180 meters Scaled)
 GA1989
 GA1989                          SUPERSEDED SURVEY CONTROL
 GA1989
 GA1989  NGVD 29 (??/??/92)  352.634  (m)         1156.93   (f) ADJ UNCH    ?  
 GA1989
 GA1989.Superseded values are not recommended for survey control.
 GA1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1989.See file dsdata.txt to determine how the superseded data were derived.
 GA1989
 GA1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV928963(NAD 83)
 GA1989_MARKER: DD = SURVEY DISK
 GA1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1989_STAMPING: LHT 433 1937
 GA1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1989+STABILITY: SURFACE MOTION
 GA1989
 GA1989  HISTORY     - Date     Condition        Report By
 GA1989  HISTORY     - 1937     MONUMENTED       TVA
 GA1989
 GA1989                          STATION DESCRIPTION
 GA1989
 GA1989'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1989'1.7 MI S FROM WHITE PINE.
 GA1989'1.7 MILES SOUTH ALONG THE NINA COUNTY ROAD (DANDRIDGE PIKE) FROM THE
 GA1989'INTERSECTION OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON COUNTY,
 GA1989'ON THE CLYDE WALKER PROPERTY, 80 FEET NORTH OF THE TWO-STORY
 GA1989'YELLOW HOUSE, 21.2 FEET SOUTHWEST OF POLE 356, 15 FEET SOUTHEAST
 GA1989'OF THE COUNTY ROAD, 7 FEET SOUTHEAST OF A FENCE CORNER, AND 1
 GA1989'FOOT NORTHWEST OF THE WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY
 GA1989'STANDARD DISK, STAMPED LHT 433 1937 AND SET IN THE TOP OF A
 GA1989'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1990 ***********************************************************************
 GA1990  DESIGNATION -  LHT 434
 GA1990  PID         -  GA1990
 GA1990  STATE/COUNTY-  TN/JEFFERSON
 GA1990  USGS QUAD   -  WHITE PINE (1961)
 GA1990
 GA1990                         *CURRENT SURVEY CONTROL
 GA1990  ___________________________________________________________________
 GA1990* NAD 83(1986)-  36 04 50.     (N)    083 18 27.     (W)     SCALED    
 GA1990* NAVD 88     -       326.83   (+/-2cm)    1072.3    (feet)  VERTCON   
 GA1990  ___________________________________________________________________
 GA1990  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA1990
 GA1990  VERT ORDER  -  ? (See Below)
 GA1990
 GA1990.The horizontal coordinates were scaled from a topographic map and have
 GA1990.an estimated accuracy of +/- 6 seconds.
 GA1990
 GA1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1990.The vertical order pertains to the NGVD 29 superseded value.
 GA1990
 GA1990.The geoid height was determined by GEOID03.
 GA1990
 GA1990;                    North         East    Units  Estimated Accuracy
 GA1990;SPC TN       -   197,190.      842,480.      MT  (+/- 180 meters Scaled)
 GA1990
 GA1990                          SUPERSEDED SURVEY CONTROL
 GA1990
 GA1990  NGVD 29 (??/??/92)  326.983  (m)         1072.78   (f) ADJ UNCH    ?  
 GA1990
 GA1990.Superseded values are not recommended for survey control.
 GA1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1990.See file dsdata.txt to determine how the superseded data were derived.
 GA1990
 GA1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV922953(NAD 83)
 GA1990_MARKER: DD = SURVEY DISK
 GA1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1990_STAMPING: LHT 434 1937
 GA1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1990+STABILITY: SURFACE MOTION
 GA1990
 GA1990  HISTORY     - Date     Condition        Report By
 GA1990  HISTORY     - 1937     MONUMENTED       TVA
 GA1990
 GA1990                          STATION DESCRIPTION
 GA1990
 GA1990'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1990'2.5 MI SW FROM WHITE PINE.
 GA1990'2.5 MILES SOUTHWEST ALONG THE DANDRIDGE PIKE FROM THE INTERSECTION
 GA1990'OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON COUNTY, AT THE
 GA1990'JUNCTION OF A ROAD LEADING EAST TO LEADVALE, 500 FEET SOUTHEAST
 GA1990'OF A LARGE BARN, 65 FEET NORTH OF THE SIDE ROAD, 15 FEET EAST OF
 GA1990'THE PIKE, 24 FEET SOUTHWEST OF A 20-INCH RED OAK TREE, 22.2 FEET
 GA1990'NORTHEAST OF AN 8-INCH CEDAR TREE, 7 FEET NORTH OF A SCALE HOUSE,
 GA1990'AND 2 FEET WEST OF A BOARD FENCE.  A TENNESSEE VALLEY AUTHORITY
 GA1990'STANDARD DISK, STAMPED LHT 434 1937 AND SET IN THE TOP OF A
 GA1990'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1991 ***********************************************************************
 GA1991  DESIGNATION -  LHT 435
 GA1991  PID         -  GA1991
 GA1991  STATE/COUNTY-  TN/JEFFERSON
 GA1991  USGS QUAD   -  ROSE HILL (1978)
 GA1991
 GA1991                         *CURRENT SURVEY CONTROL
 GA1991  ___________________________________________________________________
 GA1991* NAD 83(1986)-  36 42 00.     (N)    083 19 02.     (W)     SCALED    
 GA1991* NAVD 88     -       323.92   (+/-2cm)    1062.7    (feet)  VERTCON   
 GA1991  ___________________________________________________________________
 GA1991  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA1991
 GA1991  VERT ORDER  -  ? (See Below)
 GA1991
 GA1991.The horizontal coordinates were scaled from a topographic map and have
 GA1991.an estimated accuracy of +/- 6 seconds.
 GA1991
 GA1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1991.The vertical order pertains to the NGVD 29 superseded value.
 GA1991
 GA1991.The geoid height was determined by GEOID03.
 GA1991
 GA1991;                    North         East    Units  Estimated Accuracy
 GA1991;SPC TN       -   265,880.      839,720.      MT  (+/- 180 meters Scaled)
 GA1991
 GA1991                          SUPERSEDED SURVEY CONTROL
 GA1991
 GA1991  NGVD 29 (??/??/92)  324.050  (m)         1063.15   (f) ADJ UNCH    ?  
 GA1991
 GA1991.Superseded values are not recommended for survey control.
 GA1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1991.See file dsdata.txt to determine how the superseded data were derived.
 GA1991
 GA1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA929640(NAD 83)
 GA1991_MARKER: DD = SURVEY DISK
 GA1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1991_STAMPING: LHT 435 1937
 GA1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1991+STABILITY: SURFACE MOTION
 GA1991
 GA1991  HISTORY     - Date     Condition        Report By
 GA1991  HISTORY     - 1937     MONUMENTED       TVA
 GA1991
 GA1991                          STATION DESCRIPTION
 GA1991
 GA1991'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1991'3.3 MI SW FROM WHITE PINE.
 GA1991'3.3 MILES SOUTHWEST ALONG THE DANDRIDGE PIKE FROM THE INTERSECTION
 GA1991'OF U.S. HIGHWAY 25 E AT WHITE PINE, 0.2 MILE SOUTHWEST OF THE
 GA1991'JUNCTION OF A ROAD LEADING WEST, ON THE JIM SAMS PROPERTY, 600
 GA1991'FEET NORTHEAST OF A LARGE RED BARN, 115 FEET EAST OF THE TWO-STORY
 GA1991'WHITE FARMHOUSE, 150 FEET NORTHWEST OF A LARGE POND, 51.5 FEET
 GA1991'SOUTHWEST OF A MAILBOX POST, 40 FEET SOUTH OF AN OLD ROAD, 15
 GA1991'FEET NORTHWEST OF THE PIKE, 6.3 FEET EAST OF A 4-INCH POPLAR TREE,
 GA1991'AND 1 FOOT EAST OF A STONE WALK.  A TENNESSEE VALLEY AUTHORITY
 GA1991'STANDARD DISK, STAMPED LHT 435 1937 AND SET IN THE TOP OF A
 GA1991'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1992 ***********************************************************************
 GA1992  DESIGNATION -  LHT 436
 GA1992  PID         -  GA1992
 GA1992  STATE/COUNTY-  TN/JEFFERSON
 GA1992  USGS QUAD   -  WHITE PINE (1961)
 GA1992
 GA1992                         *CURRENT SURVEY CONTROL
 GA1992  ___________________________________________________________________
 GA1992* NAD 83(1986)-  36 03 48.     (N)    083 18 56.     (W)     SCALED    
 GA1992* NAVD 88     -       308.92   (+/-2cm)    1013.5    (feet)  VERTCON   
 GA1992  ___________________________________________________________________
 GA1992  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA1992
 GA1992  VERT ORDER  -  ? (See Below)
 GA1992
 GA1992.The horizontal coordinates were scaled from a topographic map and have
 GA1992.an estimated accuracy of +/- 6 seconds.
 GA1992
 GA1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1992.The vertical order pertains to the NGVD 29 superseded value.
 GA1992
 GA1992.The geoid height was determined by GEOID03.
 GA1992
 GA1992;                    North         East    Units  Estimated Accuracy
 GA1992;SPC TN       -   195,260.      841,810.      MT  (+/- 180 meters Scaled)
 GA1992
 GA1992                          SUPERSEDED SURVEY CONTROL
 GA1992
 GA1992  NGVD 29 (??/??/92)  309.072  (m)         1014.01   (f) ADJ UNCH    ?  
 GA1992
 GA1992.Superseded values are not recommended for survey control.
 GA1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1992.See file dsdata.txt to determine how the superseded data were derived.
 GA1992
 GA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV914934(NAD 83)
 GA1992_MARKER: DD = SURVEY DISK
 GA1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1992_STAMPING: LHT 436 1937
 GA1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1992+STABILITY: SURFACE MOTION
 GA1992
 GA1992  HISTORY     - Date     Condition        Report By
 GA1992  HISTORY     - 1937     MONUMENTED       TVA
 GA1992
 GA1992                          STATION DESCRIPTION
 GA1992
 GA1992'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1992'3.9 MI SW FROM WHITE PINE.
 GA1992'3.9 MILES SOUTHWEST ALONG THE DANDRIDGE PIKE FROM THE INTERSECTION
 GA1992'OF U.S. HIGHWAY 25 E AT WHITE PINE, AT THE JUNCTION OF A ROAD
 GA1992'LEADING WEST, ON THE LUTE CHILTON PROPERTY, 700 FEET SOUTHWEST
 GA1992'OF THE LARGE TWO-STORY HOUSE, 300 FEET SOUTH OF A SPRING HOUSE,
 GA1992'13.2 FEET NORTHEAST OF A 5-INCH CEDAR TREE, 7 FEET WEST OF THE
 GA1992'PIKE, 7 FEET NORTH OF THE SIDE ROAD, 5.2 FEET SOUTHWEST OF A
 GA1992'POLE, AND 2 FEET NORTHWEST OF A FENCE CORNER.  A TENNESSEE VALLEY
 GA1992'AUTHORITY STANDARD DISK, STAMPED LHT 436 1937 AND SET IN THE TOP OF
 GA1992'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1993 ***********************************************************************
 GA1993  DESIGNATION -  LHT 437
 GA1993  PID         -  GA1993
 GA1993  STATE/COUNTY-  TN/JEFFERSON
 GA1993  USGS QUAD   -  WHITE PINE (1961)
 GA1993
 GA1993                         *CURRENT SURVEY CONTROL
 GA1993  ___________________________________________________________________
 GA1993* NAD 83(1986)-  36 03 08.     (N)    083 19 54.     (W)     SCALED    
 GA1993* NAVD 88     -       325.54   (+/-2cm)    1068.0    (feet)  VERTCON   
 GA1993  ___________________________________________________________________
 GA1993  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1993
 GA1993  VERT ORDER  -  ? (See Below)
 GA1993
 GA1993.The horizontal coordinates were scaled from a topographic map and have
 GA1993.an estimated accuracy of +/- 6 seconds.
 GA1993
 GA1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1993.The vertical order pertains to the NGVD 29 superseded value.
 GA1993
 GA1993.The geoid height was determined by GEOID03.
 GA1993
 GA1993;                    North         East    Units  Estimated Accuracy
 GA1993;SPC TN       -   193,990.      840,390.      MT  (+/- 180 meters Scaled)
 GA1993
 GA1993                          SUPERSEDED SURVEY CONTROL
 GA1993
 GA1993  NGVD 29 (??/??/92)  325.698  (m)         1068.56   (f) ADJ UNCH    ?  
 GA1993
 GA1993.Superseded values are not recommended for survey control.
 GA1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1993.See file dsdata.txt to determine how the superseded data were derived.
 GA1993
 GA1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV899922(NAD 83)
 GA1993_MARKER: DD = SURVEY DISK
 GA1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1993_STAMPING: LHT 437 1937
 GA1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1993+STABILITY: SURFACE MOTION
 GA1993
 GA1993  HISTORY     - Date     Condition        Report By
 GA1993  HISTORY     - 1937     MONUMENTED       TVA
 GA1993
 GA1993                          STATION DESCRIPTION
 GA1993
 GA1993'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1993'5.3 MI SW FROM WHITE PINE.
 GA1993'5.3 MILES SOUTHWEST ALONG THE DANDRIDGE PIKE FROM THE INTERSECTION
 GA1993'OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON COUNTY, 0.7 MILE
 GA1993'WEST OF NINA, 100 FEET EAST OF THE JUNCTION OF A ROAD LEADING
 GA1993'NORTH, ON THE PROPERTY OF DR. J.C. ANDERSON, 300 FEET SOUTHEAST
 GA1993'OF A LARGE BARN, 75 FEET EAST OF THE CORNER OF A WOODS, 8.4 FEET
 GA1993'SOUTHEAST OF A MAIL-BOX POST, 8 FEET SOUTH OF THE PIKE, 3 FEET
 GA1993'WEST OF A GAP IN A FENCE, 2.3 FEET SOUTHWEST OF A FENCE POST, AND
 GA1993'2 FEET SOUTH OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA1993'DISK, STAMPED LHT 437 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1994 ***********************************************************************
 GA1994  DESIGNATION -  LHT 438
 GA1994  PID         -  GA1994
 GA1994  STATE/COUNTY-  TN/JEFFERSON
 GA1994  USGS QUAD   -  WHITE PINE (1961)
 GA1994
 GA1994                         *CURRENT SURVEY CONTROL
 GA1994  ___________________________________________________________________
 GA1994* NAD 83(1986)-  36 02 55.     (N)    083 20 15.     (W)     SCALED    
 GA1994* NAVD 88     -       338.276  (meters)    1109.83   (feet)  ADJUSTED  
 GA1994  ___________________________________________________________________
 GA1994  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA1994  DYNAMIC HT  -         337.960 (meters)    1108.79  (feet)  COMP
 GA1994  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 GA1994
 GA1994  VERT ORDER  -  SECOND    CLASS 0
 GA1994
 GA1994.The horizontal coordinates were scaled from a topographic map and have
 GA1994.an estimated accuracy of +/- 6 seconds.
 GA1994
 GA1994.The orthometric height was determined by differential leveling
 GA1994.and adjusted by the National Geodetic Survey in June 1991..
 GA1994
 GA1994.The geoid height was determined by GEOID03.
 GA1994
 GA1994.The dynamic height is computed by dividing the NAVD 88
 GA1994.geopotential number by the normal gravity value computed on the
 GA1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1994.degrees latitude (g = 980.6199 gals.).
 GA1994
 GA1994.The modeled gravity was interpolated from observed gravity values.
 GA1994
 GA1994;                    North         East    Units  Estimated Accuracy
 GA1994;SPC TN       -   193,570.      839,870.      MT  (+/- 180 meters Scaled)
 GA1994
 GA1994                          SUPERSEDED SURVEY CONTROL
 GA1994
 GA1994  NGVD 29 (??/??/92)  338.436  (m)         1110.35   (f) ADJ UNCH    2 0
 GA1994
 GA1994.Superseded values are not recommended for survey control.
 GA1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1994.See file dsdata.txt to determine how the superseded data were derived.
 GA1994
 GA1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV894918(NAD 83)
 GA1994_MARKER: DD = SURVEY DISK
 GA1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1994_STAMPING: LHT 438 1937
 GA1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1994+STABILITY: SURFACE MOTION
 GA1994
 GA1994  HISTORY     - Date     Condition        Report By
 GA1994  HISTORY     - 1937     MONUMENTED       TVA
 GA1994  HISTORY     - 1961     GOOD             NGS
 GA1994
 GA1994                          STATION DESCRIPTION
 GA1994
 GA1994'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1994'5.9 MI SW FROM WHITE PINE.
 GA1994'5.9 MILES SOUTHWEST ALONG THE DANDRIDGE PIKE FROM THE INTERSECTION
 GA1994'OF U.S. HIGHWAY 25 E AT WHITE PINE, JEFFERSON COUNTY, 1.3 MILES
 GA1994'WEST OF NINE, ON THE EMMETT BALL PROPERTY, 125 FEET SOUTH OF A
 GA1994'LARGE BARN, 50 FEET WEST OF THE FARMHOUSE, 16 FEET SOUTHEAST
 GA1994'OF THE PIKE, 12.9 FEET SOUTHWEST OF A 10-INCH ENGLISH SUMAC TREE,
 GA1994'40 FEET SOUTHEAST OF A SMALL POND, 9.2 FEET EAST OF A 20-INCH
 GA1994'WHITE OAK TREE, AND 6 FEET SOUTHEAST OF A WIRE FENCE.  A TENNESSEE
 GA1994'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 438 1937 AND SET IN
 GA1994'THE TOP OF A CONCRETE POST.
 GA1994
 GA1994                          STATION RECOVERY (1961)
 GA1994
 GA1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GA1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2519 ***********************************************************************
 GA2519  DESIGNATION -  LHT 450 RESET
 GA2519  PID         -  GA2519
 GA2519  STATE/COUNTY-  TN/CLAIBORNE
 GA2519  USGS QUAD   -  POWDER SPRINGS (1988)
 GA2519
 GA2519                         *CURRENT SURVEY CONTROL
 GA2519  ___________________________________________________________________
 GA2519* NAD 83(1986)-  36 21 02.     (N)    083 44 11.     (W)     SCALED    
 GA2519* NAVD 88     -       321.654  (meters)    1055.29   (feet)  ADJUSTED  
 GA2519  ___________________________________________________________________
 GA2519  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA2519  DYNAMIC HT  -         321.365 (meters)    1054.35  (feet)  COMP
 GA2519  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GA2519
 GA2519  VERT ORDER  -  SECOND    CLASS 0
 GA2519
 GA2519.The horizontal coordinates were scaled from a topographic map and have
 GA2519.an estimated accuracy of +/- 6 seconds.
 GA2519
 GA2519.The orthometric height was determined by differential leveling
 GA2519.and adjusted by the National Geodetic Survey in June 1991..
 GA2519
 GA2519.The geoid height was determined by GEOID03.
 GA2519
 GA2519.The dynamic height is computed by dividing the NAVD 88
 GA2519.geopotential number by the normal gravity value computed on the
 GA2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2519.degrees latitude (g = 980.6199 gals.).
 GA2519
 GA2519.The modeled gravity was interpolated from observed gravity values.
 GA2519
 GA2519;                    North         East    Units  Estimated Accuracy
 GA2519;SPC TN       -   226,160.      803,170.      MT  (+/- 180 meters Scaled)
 GA2519
 GA2519                          SUPERSEDED SURVEY CONTROL
 GA2519
 GA2519  NGVD 29 (??/??/92)  321.741  (m)         1055.58   (f) ADJ UNCH    2 0
 GA2519
 GA2519.Superseded values are not recommended for survey control.
 GA2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2519.See file dsdata.txt to determine how the superseded data were derived.
 GA2519
 GA2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA544263(NAD 83)
 GA2519_MARKER: DD = SURVEY DISK
 GA2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2519_STAMPING: LHT 450 1937 RESET 1964
 GA2519_MARK LOGO: CGS   
 GA2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2519+STABILITY: SURFACE MOTION
 GA2519
 GA2519  HISTORY     - Date     Condition        Report By
 GA2519  HISTORY     - 1964     MONUMENTED       TVA
 GA2519
 GA2519                          STATION DESCRIPTION
 GA2519
 GA2519'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1964
 GA2519'8 MI NE FROM MAYNARDVILLE.
 GA2519'FROM THE POST OFFICE IN MAYNARDVILLE, GO NORTHEAST ON STATE ROUTE
 GA2519'33 FOR 7.6 MILES TO THE INTERSECTION OF SHARPS CHAPEL ROAD AND THE
 GA2519'MARK ON THE LEFT.  THE MARK IS 54 FEET NORTHWEST OF THE APPROXIMATE
 GA2519'CENTER OF STATE ROUTE 33, 35 FEET SOUTHWEST OF THE APPROXIMATE
 GA2519'CENTER OF SHARPS CHAPEL ROAD AND 2.0 FEET NORTHEAST OF A METAL
 GA2519'WITNESS POST WITH SIGN.  THE MARK IS A TENNESSEE VALLEY AUTHORITY
 GA2519'SURVEY MARKER SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH
 GA2519'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3262 ***********************************************************************
 GA3262  DESIGNATION -  LHT 450 RESET
 GA3262  PID         -  GA3262
 GA3262  STATE/COUNTY-  TN/UNION
 GA3262  USGS QUAD   -  POWDER SPRINGS (1988)
 GA3262
 GA3262                         *CURRENT SURVEY CONTROL
 GA3262  ___________________________________________________________________
 GA3262* NAD 83(1986)-  36 21 02.     (N)    083 44 11.     (W)     SCALED    
 GA3262* NAVD 88     -       324.28   (meters)    1063.9    (feet)  RESET     
 GA3262  ___________________________________________________________________
 GA3262  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA3262
 GA3262  VERT ORDER  -  THIRD
 GA3262
 GA3262.The horizontal coordinates were scaled from a topographic map and have
 GA3262.an estimated accuracy of +/- 6 seconds.
 GA3262
 GA3262.The orthometric height was computed from unverified reset data.
 GA3262.No vertical observational check was made to the station.
 GA3262
 GA3262.The geoid height was determined by GEOID03.
 GA3262
 GA3262;                    North         East    Units  Estimated Accuracy
 GA3262;SPC TN       -   226,160.      803,170.      MT  (+/- 180 meters Scaled)
 GA3262
 GA3262                          SUPERSEDED SURVEY CONTROL
 GA3262
 GA3262  NGVD 29 (10/12/01)  324.37   (m)         1064.2    (f) RESET       3  
 GA3262
 GA3262.Superseded values are not recommended for survey control.
 GA3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3262.See file dsdata.txt to determine how the superseded data were derived.
 GA3262
 GA3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA544263(NAD 83)
 GA3262_MARKER: DB = BENCH MARK DISK
 GA3262_SETTING: 66 = SET IN ROCK OUTCROP
 GA3262_SP_SET: SET IN ROCK OUTCROP
 GA3262_STAMPING: LHT 450 TVA RESET 1980
 GA3262_MARK LOGO: NGS   
 GA3262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3262+STABILITY: POSITION/ELEVATION WELL
 GA3262
 GA3262  HISTORY     - Date     Condition        Report By
 GA3262  HISTORY     - 1980     MONUMENTED       NGS
 GA3262
 GA3262                          STATION DESCRIPTION
 GA3262
 GA3262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3262'8.0 MI NE FROM MAYNARDVILLE.
 GA3262'7.6 MILES NORTHEAST ON STATE HIGHWAY 33 FROM THE COURTHOUSE IN
 GA3262'MAYNARDVILLE ,TO THE INTERSECTION OF SHARPS CHAPEL ROAD ON THE LEFT
 GA3262'AND THE MARK ON THE RIGHT, 120 FEET EAST OF THE CENTERLINE OF THE
 GA3262'HIGHWAY, 8 FEET NORTHEAST OF AN 8-INCH CEDAR TREE WITH A METAL
 GA3262'WITNESS SIGN NAILED ON THE WEST SIDE AND 66 FEET SOUTHEAST OF THE
 GA3262'CENTERLINE OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1996 ***********************************************************************
 GA1996  DESIGNATION -  LHT 453
 GA1996  PID         -  GA1996
 GA1996  STATE/COUNTY-  TN/JEFFERSON
 GA1996  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1996
 GA1996                         *CURRENT SURVEY CONTROL
 GA1996  ___________________________________________________________________
 GA1996* NAD 83(1986)-  36 02 08.     (N)    083 22 49.     (W)     SCALED    
 GA1996* NAVD 88     -       335.25   (+/-2cm)    1099.9    (feet)  VERTCON   
 GA1996  ___________________________________________________________________
 GA1996  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA1996
 GA1996  VERT ORDER  -  ? (See Below)
 GA1996
 GA1996.The horizontal coordinates were scaled from a topographic map and have
 GA1996.an estimated accuracy of +/- 6 seconds.
 GA1996
 GA1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1996.The vertical order pertains to the NGVD 29 superseded value.
 GA1996
 GA1996.The geoid height was determined by GEOID03.
 GA1996
 GA1996;                    North         East    Units  Estimated Accuracy
 GA1996;SPC TN       -   192,020.      836,060.      MT  (+/- 180 meters Scaled)
 GA1996
 GA1996                          SUPERSEDED SURVEY CONTROL
 GA1996
 GA1996  NGVD 29 (??/??/92)  335.407  (m)         1100.41   (f) ADJ UNCH    ?  
 GA1996
 GA1996.Superseded values are not recommended for survey control.
 GA1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1996.See file dsdata.txt to determine how the superseded data were derived.
 GA1996
 GA1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV855905(NAD 83)
 GA1996_MARKER: DD = SURVEY DISK
 GA1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1996_STAMPING: LHT 453 1937
 GA1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1996+STABILITY: SURFACE MOTION
 GA1996
 GA1996  HISTORY     - Date     Condition        Report By
 GA1996  HISTORY     - 1937     MONUMENTED       TVA
 GA1996
 GA1996                          STATION DESCRIPTION
 GA1996
 GA1996'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1996'2.5 MI NE FROM DANDRIDGE.
 GA1996'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 25 W FROM THE COURTHOUSE
 GA1996'AT DANDRIDGE, ON THE ROY HAMMER PROPERTY, 350 FEET SOUTHEAST
 GA1996'OF THE FARMHOUSE, 75 FEET NORTH OF A PATCH OF WOODS, 33 FEET
 GA1996'SOUTH OF A WIRE FENCE, 32 FEET NORTH OF THE CENTERLINE OF THE
 GA1996'HIGHWAY, 20 FEET SOUTH OF THE OLD ROAD, 17.2 FEET EAST OF A
 GA1996'50-INCH WHITE OAK TREE, AND 15.9 FEET SOUTHWEST OF A 5-INCH MAPLE
 GA1996'TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT
 GA1996'453 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1998 ***********************************************************************
 GA1998  DESIGNATION -  LHT 454
 GA1998  PID         -  GA1998
 GA1998  STATE/COUNTY-  TN/JEFFERSON
 GA1998  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1998
 GA1998                         *CURRENT SURVEY CONTROL
 GA1998  ___________________________________________________________________
 GA1998* NAD 83(1986)-  36 01 27.     (N)    083 24 15.     (W)     SCALED    
 GA1998* NAVD 88     -       326.26   (+/-2cm)    1070.4    (feet)  VERTCON   
 GA1998  ___________________________________________________________________
 GA1998  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA1998
 GA1998  VERT ORDER  -  ? (See Below)
 GA1998
 GA1998.The horizontal coordinates were scaled from a topographic map and have
 GA1998.an estimated accuracy of +/- 6 seconds.
 GA1998
 GA1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1998.The vertical order pertains to the NGVD 29 superseded value.
 GA1998
 GA1998.The geoid height was determined by GEOID03.
 GA1998
 GA1998;                    North         East    Units  Estimated Accuracy
 GA1998;SPC TN       -   190,700.      833,940.      MT  (+/- 180 meters Scaled)
 GA1998
 GA1998                          SUPERSEDED SURVEY CONTROL
 GA1998
 GA1998  NGVD 29 (??/??/92)  326.424  (m)         1070.94   (f) ADJ UNCH    ?  
 GA1998
 GA1998.Superseded values are not recommended for survey control.
 GA1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1998.See file dsdata.txt to determine how the superseded data were derived.
 GA1998
 GA1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV833893(NAD 83)
 GA1998_MARKER: DD = SURVEY DISK
 GA1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1998_STAMPING: LHT 454 1937
 GA1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1998+STABILITY: SURFACE MOTION
 GA1998
 GA1998  HISTORY     - Date     Condition        Report By
 GA1998  HISTORY     - 1937     MONUMENTED       TVA
 GA1998
 GA1998                          STATION DESCRIPTION
 GA1998
 GA1998'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1998'0.8 MI NE FROM DANDRIDGE.
 GA1998'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 25 W FROM THE COURTHOUSE
 GA1998'AT DANDRIDGE, AT SUGAR FORKS, AT THE JUNCTION OF A ROAD LEADING
 GA1998'NORTH (THE OAK GROVE ROAD), 125 FEET NORTH OF THE J.H. RIMMER
 GA1998'GENERAL STORE, 85 FEET EAST OF THE TOM MILLER HOUSE, 50 FEET
 GA1998'SOUTHWEST OF A SERVICE STATION (DUTCHS PLACE), 16.4 FEET
 GA1998'NORTHEAST OF AN ATLANTIC BEER SIGN, 20 FEET NORTHWEST OF THE
 GA1998'CENTERLINE OF THE HIGHWAY, AND 3.2 FEET SOUTHWEST OF POLE 429.
 GA1998'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 454 1937
 GA1998'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1977 ***********************************************************************
 GA1977  DESIGNATION -  LHT 455
 GA1977  PID         -  GA1977
 GA1977  STATE/COUNTY-  TN/JEFFERSON
 GA1977  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1977
 GA1977                         *CURRENT SURVEY CONTROL
 GA1977  ___________________________________________________________________
 GA1977* NAD 83(1986)-  36 01 14.     (N)    083 25 25.     (W)     SCALED    
 GA1977* NAVD 88     -       338.95   (+/-2cm)    1112.0    (feet)  VERTCON   
 GA1977  ___________________________________________________________________
 GA1977  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1977
 GA1977  VERT ORDER  -  ? (See Below)
 GA1977
 GA1977.The horizontal coordinates were scaled from a topographic map and have
 GA1977.an estimated accuracy of +/- 6 seconds.
 GA1977
 GA1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1977.The vertical order pertains to the NGVD 29 superseded value.
 GA1977
 GA1977.The geoid height was determined by GEOID03.
 GA1977
 GA1977;                    North         East    Units  Estimated Accuracy
 GA1977;SPC TN       -   190,250.      832,200.      MT  (+/- 180 meters Scaled)
 GA1977
 GA1977                          SUPERSEDED SURVEY CONTROL
 GA1977
 GA1977  NGVD 29 (??/??/92)  339.120  (m)         1112.60   (f) ADJ UNCH    ?  
 GA1977
 GA1977.Superseded values are not recommended for survey control.
 GA1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1977.See file dsdata.txt to determine how the superseded data were derived.
 GA1977
 GA1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV816889(NAD 83)
 GA1977_MARKER: DD = SURVEY DISK
 GA1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1977_STAMPING: LHT 455 1937
 GA1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1977+STABILITY: SURFACE MOTION
 GA1977
 GA1977  HISTORY     - Date     Condition        Report By
 GA1977  HISTORY     - 1937     MONUMENTED       TVA
 GA1977
 GA1977                          STATION DESCRIPTION
 GA1977
 GA1977'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1977'0.6 MI NW FROM DANDRIDGE.
 GA1977'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 92 FROM DANDRIDGE,
 GA1977'JEFFERSON COUNTY, 0.1 MILE WEST OF THE JUNCTION OF A DIRT ROAD,
 GA1977'ON THE PROPERTY OF MRS. MARY FAIN, 350 FEET SOUTH OF A TIN
 GA1977'ROOFED HOUSE, 38 FEET NORTH OF A BRANCH, 10 FEET NORTH OF THE
 GA1977'HIGHWAY, 8 FEET EAST OF A SPRING BRANCH, 3.5 FEET NORTHEAST OF
 GA1977'POLE 369, 2.6 FEET NORTHWEST OF A WEST GATE POST, AND 2 FEET
 GA1977'NORTH OF A FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 GA1977'STAMPED LHT 455 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1978 ***********************************************************************
 GA1978  DESIGNATION -  LHT 456
 GA1978  PID         -  GA1978
 GA1978  STATE/COUNTY-  TN/JEFFERSON
 GA1978  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1978
 GA1978                         *CURRENT SURVEY CONTROL
 GA1978  ___________________________________________________________________
 GA1978* NAD 83(1986)-  36 02 03.     (N)    083 25 59.     (W)     SCALED    
 GA1978* NAVD 88     -       374.740  (meters)    1229.46   (feet)  ADJUSTED  
 GA1978  ___________________________________________________________________
 GA1978  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1978  DYNAMIC HT  -         374.387 (meters)    1228.30  (feet)  COMP
 GA1978  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 GA1978
 GA1978  VERT ORDER  -  SECOND    CLASS 0
 GA1978
 GA1978.The horizontal coordinates were scaled from a topographic map and have
 GA1978.an estimated accuracy of +/- 6 seconds.
 GA1978
 GA1978.The orthometric height was determined by differential leveling
 GA1978.and adjusted by the National Geodetic Survey in June 1991..
 GA1978
 GA1978.The geoid height was determined by GEOID03.
 GA1978
 GA1978.The dynamic height is computed by dividing the NAVD 88
 GA1978.geopotential number by the normal gravity value computed on the
 GA1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1978.degrees latitude (g = 980.6199 gals.).
 GA1978
 GA1978.The modeled gravity was interpolated from observed gravity values.
 GA1978
 GA1978;                    North         East    Units  Estimated Accuracy
 GA1978;SPC TN       -   191,740.      831,310.      MT  (+/- 180 meters Scaled)
 GA1978
 GA1978                          SUPERSEDED SURVEY CONTROL
 GA1978
 GA1978  NGVD 29 (??/??/92)  374.893  (m)         1229.96   (f) ADJ UNCH    2 0
 GA1978
 GA1978.Superseded values are not recommended for survey control.
 GA1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1978.See file dsdata.txt to determine how the superseded data were derived.
 GA1978
 GA1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV807904(NAD 83)
 GA1978_MARKER: DD = SURVEY DISK
 GA1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1978_STAMPING: LHT 456 1937
 GA1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1978+STABILITY: SURFACE MOTION
 GA1978
 GA1978  HISTORY     - Date     Condition        Report By
 GA1978  HISTORY     - 1937     MONUMENTED       TVA
 GA1978  HISTORY     - 1961     GOOD             TVA
 GA1978
 GA1978                          STATION DESCRIPTION
 GA1978
 GA1978'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 GA1978'1.8 MI NW FROM DANDRIDGE.
 GA1978'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM DANDRIDGE,
 GA1978'JEFFERSON COUNTY, 0.1 MILE SOUTH OF A ROAD INTERSECTION, 700
 GA1978'FEET WEST OF A LARGE TIN ROOFED BARN, ON THE BERT ELLIS PROPERTY,
 GA1978'200 FEET NORTH OF THE WHITE FARMHOUSE, 20.2 FEET NORTHWEST OF A
 GA1978'4-INCH CEDAR TREE, 10 FEET WEST OF THE HIGHWAY, 10 FEET SOUTH OF
 GA1978'AN OLD ROAD, AND 3 FEET SOUTH OF A FENCE CORNER.  A TENNESSEE
 GA1978'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 456 1937 AND SET IN
 GA1978'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1979 ***********************************************************************
 GA1979  DESIGNATION -  LHT 457
 GA1979  PID         -  GA1979
 GA1979  STATE/COUNTY-  TN/JEFFERSON
 GA1979  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1979
 GA1979                         *CURRENT SURVEY CONTROL
 GA1979  ___________________________________________________________________
 GA1979* NAD 83(1986)-  36 02 24.     (N)    083 26 35.     (W)     SCALED    
 GA1979* NAVD 88     -       405.957  (meters)    1331.88   (feet)  ADJUSTED  
 GA1979  ___________________________________________________________________
 GA1979  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1979  DYNAMIC HT  -         405.574 (meters)    1330.62  (feet)  COMP
 GA1979  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 GA1979
 GA1979  VERT ORDER  -  SECOND    CLASS 0
 GA1979
 GA1979.The horizontal coordinates were scaled from a topographic map and have
 GA1979.an estimated accuracy of +/- 6 seconds.
 GA1979
 GA1979.The orthometric height was determined by differential leveling
 GA1979.and adjusted by the National Geodetic Survey in June 1991..
 GA1979
 GA1979.The geoid height was determined by GEOID03.
 GA1979
 GA1979.The dynamic height is computed by dividing the NAVD 88
 GA1979.geopotential number by the normal gravity value computed on the
 GA1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1979.degrees latitude (g = 980.6199 gals.).
 GA1979
 GA1979.The modeled gravity was interpolated from observed gravity values.
 GA1979
 GA1979;                    North         East    Units  Estimated Accuracy
 GA1979;SPC TN       -   192,360.      830,390.      MT  (+/- 180 meters Scaled)
 GA1979
 GA1979                          SUPERSEDED SURVEY CONTROL
 GA1979
 GA1979  NGVD 29 (??/??/92)  406.114  (m)         1332.39   (f) ADJ UNCH    2 0
 GA1979
 GA1979.Superseded values are not recommended for survey control.
 GA1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1979.See file dsdata.txt to determine how the superseded data were derived.
 GA1979
 GA1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV799911(NAD 83)
 GA1979_MARKER: DD = SURVEY DISK
 GA1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1979_STAMPING: LHT 457 1937
 GA1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1979+STABILITY: SURFACE MOTION
 GA1979
 GA1979  HISTORY     - Date     Condition        Report By
 GA1979  HISTORY     - 1937     MONUMENTED       TVA
 GA1979  HISTORY     - 1961     GOOD             TVA
 GA1979
 GA1979                          STATION DESCRIPTION
 GA1979
 GA1979'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 GA1979'2.6 MI NW FROM DANDRIDGE.
 GA1979'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM DANDRIDGE,
 GA1979'JEFFERSON COUNTY, 350 FEET SOUTHEAST OF GRANTS CHAPEL, ON THE
 GA1979'CHARLES FRANKLIN PROPERTY, 225 FEET NORTHWEST OF THE HOUSE,
 GA1979'110 FEET SOUTHWEST OF A LARGE BARN, 56 FEET SOUTHEAST OF THE
 GA1979'NORTHEAST CORNER OF A SHED, AT THE JUNCTION OF A ROAD LEADING
 GA1979'NORTHEAST, 37 FEET NORTHEAST OF THE HIGHWAY, 22 FEET EAST OF
 GA1979'THE SIDE ROAD, 20.8 FEET NORTHWEST OF A 24-INCH RED OAK TREE,
 GA1979'AND 8 FEET NORTHEAST OF AN OLD ROAD.  A TENNESSEE VALLEY AUTHORITY
 GA1979'STANDARD DISK, STAMPED LHT 457 1937 AND SET IN THE TOP OF A
 GA1979'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1980 ***********************************************************************
 GA1980  DESIGNATION -  LHT 458
 GA1980  PID         -  GA1980
 GA1980  STATE/COUNTY-  TN/JEFFERSON
 GA1980  USGS QUAD   -  JEFFERSON CITY (1974)
 GA1980
 GA1980                         *CURRENT SURVEY CONTROL
 GA1980  ___________________________________________________________________
 GA1980* NAD 83(1986)-  36 02 51.     (N)    083 27 21.     (W)     SCALED    
 GA1980* NAVD 88     -       350.17   (+/-2cm)    1148.8    (feet)  VERTCON   
 GA1980  ___________________________________________________________________
 GA1980  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA1980
 GA1980  VERT ORDER  -  ? (See Below)
 GA1980
 GA1980.The horizontal coordinates were scaled from a topographic map and have
 GA1980.an estimated accuracy of +/- 6 seconds.
 GA1980
 GA1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1980.The vertical order pertains to the NGVD 29 superseded value.
 GA1980
 GA1980.The geoid height was determined by GEOID03.
 GA1980
 GA1980;                    North         East    Units  Estimated Accuracy
 GA1980;SPC TN       -   193,170.      829,220.      MT  (+/- 180 meters Scaled)
 GA1980
 GA1980                          SUPERSEDED SURVEY CONTROL
 GA1980
 GA1980  NGVD 29 (??/??/92)  350.323  (m)         1149.35   (f) ADJ UNCH    ?  
 GA1980
 GA1980.Superseded values are not recommended for survey control.
 GA1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1980.See file dsdata.txt to determine how the superseded data were derived.
 GA1980
 GA1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV787920(NAD 83)
 GA1980_MARKER: DD = SURVEY DISK
 GA1980_SETTING: 66 = SET IN ROCK OUTCROP
 GA1980_SP_SET: ROCK OUTCROP
 GA1980_STAMPING: LHT 458 1937
 GA1980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1980+STABILITY: POSITION/ELEVATION WELL
 GA1980
 GA1980  HISTORY     - Date     Condition        Report By
 GA1980  HISTORY     - 1937     MONUMENTED       TVA
 GA1980
 GA1980                          STATION DESCRIPTION
 GA1980
 GA1980'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1980'3.6 MI NW FROM DANDRIDGE.
 GA1980'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 92 FROM DANDRIDGE,
 GA1980'JEFFERSON COUNTY, 0.8 MILE SOUTHEAST OF THE INTERSECTION OF THE
 GA1980'DUMPLIN VALLEY ROAD, ON THE FRANK HODGE PROPERTY, 350 FEET SOUTH
 GA1980'OF THE HOUSE, 250 FEET NORTHEAST OF A LARGE TOBACCO BARN, 85 FEET
 GA1980'EAST OF AN OLD ROAD, 76.8 FEET NORTH OF POLE 259, 64 FEET EAST
 GA1980'OF POLE 258 A, 48 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GA1980'40 FEET NORTHEAST OF A WIRE FENCE, AND IN THE TOP OF A ROCK
 GA1980'OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA1980'LHT 458 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2016 ***********************************************************************
 GA2016  DESIGNATION -  LHT 460
 GA2016  PID         -  GA2016
 GA2016  STATE/COUNTY-  TN/JEFFERSON
 GA2016  USGS QUAD   -  WHITE PINE (1961)
 GA2016
 GA2016                         *CURRENT SURVEY CONTROL
 GA2016  ___________________________________________________________________
 GA2016* NAD 83(1986)-  36 01 48.     (N)    083 19 05.     (W)     SCALED    
 GA2016* NAVD 88     -       321.252  (meters)    1053.97   (feet)  ADJUSTED  
 GA2016  ___________________________________________________________________
 GA2016  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2016  DYNAMIC HT  -         320.951 (meters)    1052.99  (feet)  COMP
 GA2016  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA2016
 GA2016  VERT ORDER  -  SECOND    CLASS 0
 GA2016
 GA2016.The horizontal coordinates were scaled from a topographic map and have
 GA2016.an estimated accuracy of +/- 6 seconds.
 GA2016
 GA2016.The orthometric height was determined by differential leveling
 GA2016.and adjusted by the National Geodetic Survey in June 1991..
 GA2016
 GA2016.The geoid height was determined by GEOID03.
 GA2016
 GA2016.The dynamic height is computed by dividing the NAVD 88
 GA2016.geopotential number by the normal gravity value computed on the
 GA2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2016.degrees latitude (g = 980.6199 gals.).
 GA2016
 GA2016.The modeled gravity was interpolated from observed gravity values.
 GA2016
 GA2016;                    North         East    Units  Estimated Accuracy
 GA2016;SPC TN       -   191,560.      841,680.      MT  (+/- 180 meters Scaled)
 GA2016
 GA2016                          SUPERSEDED SURVEY CONTROL
 GA2016
 GA2016  NGVD 29 (??/??/92)  321.415  (m)         1054.51   (f) ADJ UNCH    2 0
 GA2016
 GA2016.Superseded values are not recommended for survey control.
 GA2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2016.See file dsdata.txt to determine how the superseded data were derived.
 GA2016
 GA2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV911897(NAD 83)
 GA2016_MARKER: DD = SURVEY DISK
 GA2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2016_STAMPING: LHT 460 1937
 GA2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2016+STABILITY: SURFACE MOTION
 GA2016
 GA2016  HISTORY     - Date     Condition        Report By
 GA2016  HISTORY     - 1937     MONUMENTED       TVA
 GA2016  HISTORY     - 1961     GOOD             NGS
 GA2016
 GA2016                          STATION DESCRIPTION
 GA2016
 GA2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2016'1.4 MI SE FROM FRENCH BROAD RIVER.
 GA2016'THIS MARK WAS RECOVERED AS DESCRIBED.  IN JEFFERSON COUNTY, 1.4
 GA2016'MILES SOUTHEAST ALONG U.S. HIGHWAY 25 W FROM FRENCH BROAD RIVER,
 GA2016'0.8 MILE NORTHWEST OF FRENCH BROAD, 230 FEET WEST OF A HOUSE, 150
 GA2016'FEET SOUTHWEST OF A TOBACCO FARM, AT THE JUNCTION OF A ROAD
 GA2016'LEADING NORTHEAST, 15 FEET NORTHEAST OF THE HIGHWAY, 15 FEET
 GA2016'NORTHWEST OF THE SIDE ROAD, 8.4 FEET WEST OF A FENCE CORNER, 4.8
 GA2016'FEET SOUTHEAST OF POLE 621, AND 3 FEET SOUTHWEST OF A WIRE
 GA2016'FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA2016'LHT 460 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2018 ***********************************************************************
 GA2018  DESIGNATION -  LHT 461
 GA2018  PID         -  GA2018
 GA2018  STATE/COUNTY-  TN/JEFFERSON
 GA2018  USGS QUAD   -  WHITE PINE (1961)
 GA2018
 GA2018                         *CURRENT SURVEY CONTROL
 GA2018  ___________________________________________________________________
 GA2018* NAD 83(1986)-  36 01 27.     (N)    083 18 18.     (W)     SCALED    
 GA2018* NAVD 88     -       322.574  (meters)    1058.31   (feet)  ADJUSTED  
 GA2018  ___________________________________________________________________
 GA2018  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA2018  DYNAMIC HT  -         322.272 (meters)    1057.32  (feet)  COMP
 GA2018  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 GA2018
 GA2018  VERT ORDER  -  SECOND    CLASS 0
 GA2018
 GA2018.The horizontal coordinates were scaled from a topographic map and have
 GA2018.an estimated accuracy of +/- 6 seconds.
 GA2018
 GA2018.The orthometric height was determined by differential leveling
 GA2018.and adjusted by the National Geodetic Survey in June 1991..
 GA2018
 GA2018.The geoid height was determined by GEOID03.
 GA2018
 GA2018.The dynamic height is computed by dividing the NAVD 88
 GA2018.geopotential number by the normal gravity value computed on the
 GA2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2018.degrees latitude (g = 980.6199 gals.).
 GA2018
 GA2018.The modeled gravity was interpolated from observed gravity values.
 GA2018
 GA2018;                    North         East    Units  Estimated Accuracy
 GA2018;SPC TN       -   190,940.      842,880.      MT  (+/- 180 meters Scaled)
 GA2018
 GA2018                          SUPERSEDED SURVEY CONTROL
 GA2018
 GA2018  NGVD 29 (??/??/92)  322.732  (m)         1058.83   (f) ADJ UNCH    2 0
 GA2018
 GA2018.Superseded values are not recommended for survey control.
 GA2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2018.See file dsdata.txt to determine how the superseded data were derived.
 GA2018
 GA2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV923890(NAD 83)
 GA2018_MARKER: DD = SURVEY DISK
 GA2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2018_STAMPING: LHT 461 1937
 GA2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2018+STABILITY: SURFACE MOTION
 GA2018
 GA2018  HISTORY     - Date     Condition        Report By
 GA2018  HISTORY     - 1937     MONUMENTED       TVA
 GA2018  HISTORY     - 1961     GOOD             NGS
 GA2018
 GA2018                          STATION DESCRIPTION
 GA2018
 GA2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2018'AT FRENCH BROAD.
 GA2018'AT FRENCH BROAD, ON U.S. HIGHWAY 25 W, 135 FEET SOUTHEAST OF A
 GA2018'HOUSE, 130 FEET EAST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 GA2018'85 FEET NORTHWEST OF A ROAD LEADING NORTH, 48 FEET WEST OF SWANNS
 GA2018'CASH STORE, 19 FEET NORTHEAST OF THE NORTH EDGE OF THE HIGHWAY
 GA2018'PAVEMENT, 28 FEET WEST OF A FENCE CORNER, AND 2.7 FEET NORTHWEST
 GA2018'OF POLE 662.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 GA2018'LHT 461 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2019 ***********************************************************************
 GA2019  DESIGNATION -  LHT 462
 GA2019  PID         -  GA2019
 GA2019  STATE/COUNTY-  TN/JEFFERSON
 GA2019  USGS QUAD   -  WHITE PINE (1961)
 GA2019
 GA2019                         *CURRENT SURVEY CONTROL
 GA2019  ___________________________________________________________________
 GA2019* NAD 83(1986)-  36 00 43.     (N)    083 18 00.     (W)     SCALED    
 GA2019* NAVD 88     -       318.05   (+/-2cm)    1043.5    (feet)  VERTCON   
 GA2019  ___________________________________________________________________
 GA2019  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA2019
 GA2019  VERT ORDER  -  ? (See Below)
 GA2019
 GA2019.The horizontal coordinates were scaled from a topographic map and have
 GA2019.an estimated accuracy of +/- 6 seconds.
 GA2019
 GA2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA2019.The vertical order pertains to the NGVD 29 superseded value.
 GA2019
 GA2019.The geoid height was determined by GEOID03.
 GA2019
 GA2019;                    North         East    Units  Estimated Accuracy
 GA2019;SPC TN       -   189,600.      843,360.      MT  (+/- 180 meters Scaled)
 GA2019
 GA2019                          SUPERSEDED SURVEY CONTROL
 GA2019
 GA2019  NGVD 29 (??/??/92)  318.213  (m)         1044.00   (f) ADJ UNCH    ?  
 GA2019
 GA2019.Superseded values are not recommended for survey control.
 GA2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2019.See file dsdata.txt to determine how the superseded data were derived.
 GA2019
 GA2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV927877(NAD 83)
 GA2019_MARKER: DD = SURVEY DISK
 GA2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2019_STAMPING: LHT 462 1937
 GA2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2019+STABILITY: SURFACE MOTION
 GA2019
 GA2019  HISTORY     - Date     Condition        Report By
 GA2019  HISTORY     - 1937     MONUMENTED       TVA
 GA2019
 GA2019                          STATION DESCRIPTION
 GA2019
 GA2019'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA2019'0.9 MI S FROM FRENCH BROAD.
 GA2019'0.9 MILE SOUTH ALONG U.S. HIGHWAY 25 W FROM FRENCH BROAD, 500
 GA2019'FEET SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, 500 FEET
 GA2019'NORTHEAST OF A HOUSE, AT THE MIDDLE OF A HIGHWAY CUT, 23.3 FEET
 GA2019'WEST OF THE WEST EDGE OF THE HIGHWAY PAVEMENT, 8.5 FEET
 GA2019'SOUTHEAST OF A 12-INCH MAPLE TREE, 8 FEET WEST OF THE EDGE OF A
 GA2019'BANK, AND 5 FEET HIGHER THAN THE PAVEMENT.  A TENNESSEE VALLEY
 GA2019'AUTHORITY STANDARD DISK, STAMPED LHT 462 1937 AND SET IN THE TOP
 GA2019'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1840 ***********************************************************************
 FB1840  DESIGNATION -  LHT 560
 FB1840  PID         -  FB1840
 FB1840  STATE/COUNTY-  TN/KNOX
 FB1840  USGS QUAD   -  BOYDS CREEK (1986)
 FB1840
 FB1840                         *CURRENT SURVEY CONTROL
 FB1840  ___________________________________________________________________
 FB1840* NAD 83(1986)-  35 59 51.     (N)    083 42 35.     (W)     SCALED    
 FB1840* NAVD 88     -       310.850  (meters)    1019.85   (feet)  ADJUSTED  
 FB1840  ___________________________________________________________________
 FB1840  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1840  DYNAMIC HT  -         310.561 (meters)    1018.90  (feet)  COMP
 FB1840  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FB1840
 FB1840  VERT ORDER  -  SECOND    CLASS 0
 FB1840
 FB1840.The horizontal coordinates were scaled from a topographic map and have
 FB1840.an estimated accuracy of +/- 6 seconds.
 FB1840
 FB1840.The orthometric height was determined by differential leveling
 FB1840.and adjusted by the National Geodetic Survey in June 1991..
 FB1840
 FB1840.The geoid height was determined by GEOID03.
 FB1840
 FB1840.The dynamic height is computed by dividing the NAVD 88
 FB1840.geopotential number by the normal gravity value computed on the
 FB1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1840.degrees latitude (g = 980.6199 gals.).
 FB1840
 FB1840.The modeled gravity was interpolated from observed gravity values.
 FB1840
 FB1840;                    North         East    Units  Estimated Accuracy
 FB1840;SPC TN       -   187,050.      806,480.      MT  (+/- 180 meters Scaled)
 FB1840
 FB1840                          SUPERSEDED SURVEY CONTROL
 FB1840
 FB1840  NGVD 29 (??/??/92)  310.986  (m)         1020.29   (f) ADJ UNCH    2 0
 FB1840
 FB1840.Superseded values are not recommended for survey control.
 FB1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1840.See file dsdata.txt to determine how the superseded data were derived.
 FB1840
 FB1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV557870(NAD 83)
 FB1840_MARKER: DD = SURVEY DISK
 FB1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1840_STAMPING: LHT 560 1938
 FB1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1840+STABILITY: SURFACE MOTION
 FB1840
 FB1840  HISTORY     - Date     Condition        Report By
 FB1840  HISTORY     - 1938     MONUMENTED       TVA
 FB1840  HISTORY     - 1961     GOOD             TVA
 FB1840  HISTORY     - 1969     GOOD             TNHD
 FB1840
 FB1840                          STATION DESCRIPTION
 FB1840
 FB1840'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 FB1840'5.4 MI NW FROM KODAK.
 FB1840'1.1 MILES SOUTHWEST ALONG THE THORNGROVE PIKE FROM THORNGROVE,
 FB1840'KNOX COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST, 27
 FB1840'FEET SOUTHEAST OF THE THORNGROVE PIKE, 10 FEET NORTHEAST OF THE
 FB1840'SIDE ROAD, ON THE W.T. LONES PROPERTY, AT THE NORTHWEST EDGE OF
 FB1840'A SAGE FIELD, 36.3 FEET EAST OF A FENCE CORNER, 26.5 FEET
 FB1840'SOUTHWEST OF AN 11-INCH CEDAR TREE, AND 2 FEET NORTHEAST OF A
 FB1840'WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1840'LHT 560 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FB1840
 FB1840                          STATION RECOVERY (1969)
 FB1840
 FB1840'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1838 ***********************************************************************
 FB1838  DESIGNATION -  LHT 562
 FB1838  PID         -  FB1838
 FB1838  STATE/COUNTY-  TN/KNOX
 FB1838  USGS QUAD   -  BOYDS CREEK (1986)
 FB1838
 FB1838                         *CURRENT SURVEY CONTROL
 FB1838  ___________________________________________________________________
 FB1838* NAD 83(1986)-  35 58 54.     (N)    083 44 09.     (W)     SCALED    
 FB1838* NAVD 88     -       284.70   (+/-2cm)     934.1    (feet)  VERTCON   
 FB1838  ___________________________________________________________________
 FB1838  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1838
 FB1838  VERT ORDER  -  ? (See Below)
 FB1838
 FB1838.The horizontal coordinates were scaled from a topographic map and have
 FB1838.an estimated accuracy of +/- 6 seconds.
 FB1838
 FB1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1838.The vertical order pertains to the NGVD 29 superseded value.
 FB1838
 FB1838.The geoid height was determined by GEOID03.
 FB1838
 FB1838;                    North         East    Units  Estimated Accuracy
 FB1838;SPC TN       -   185,240.      804,170.      MT  (+/- 180 meters Scaled)
 FB1838
 FB1838                          SUPERSEDED SURVEY CONTROL
 FB1838
 FB1838  NGVD 29 (??/??/92)  284.841  (m)          934.52   (f) ADJ UNCH    ?  
 FB1838
 FB1838.Superseded values are not recommended for survey control.
 FB1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1838.See file dsdata.txt to determine how the superseded data were derived.
 FB1838
 FB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV533853(NAD 83)
 FB1838_MARKER: DD = SURVEY DISK
 FB1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1838_STAMPING: LHT 562 1938
 FB1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1838+STABILITY: SURFACE MOTION
 FB1838
 FB1838  HISTORY     - Date     Condition        Report By
 FB1838  HISTORY     - 1938     MONUMENTED       TVA
 FB1838  HISTORY     - 1969     GOOD             TNHD
 FB1838
 FB1838                          STATION DESCRIPTION
 FB1838
 FB1838'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1838'2.9 MI SW FROM THORNGROVE.
 FB1838'2.9 MILES SOUTHWEST ALONG THE THORNGROVE PIKE FROM THORNGROVE,
 FB1838'AT THE JUNCTION OF THE MOULDEN HOLLOW ROAD LEADING SOUTH ON THE
 FB1838'J.H. BROGDEN PROPERTY, 125 FEET SOUTHEAST OF THE HOUSE, 22.6
 FB1838'FEET WEST OF THE SOUTHWEST CORNER OF THE GARAGE, 12 FEET NORTHWEST
 FB1838'OF THE THORNGROVE PIKE, IN LINE WITH THE EAST EDGE OF THE MOULDEN
 FB1838'HOLLOW ROAD, 2.4 FEET SOUTHEAST OF POWER-TRANSMISSION LINE POLE
 FB1838'133, AND 4 FEET NORTH OF A FENCE CORNER.  A TENNESSEE VALLEY
 FB1838'AUTHORITY STANDARD DISK, STAMPED LHT 562 1938 AND SET IN THE TOP
 FB1838'OF A CONCRETE POST.
 FB1838
 FB1838                          STATION RECOVERY (1969)
 FB1838
 FB1838'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1837 ***********************************************************************
 FB1837  DESIGNATION -  LHT 563
 FB1837  PID         -  FB1837
 FB1837  STATE/COUNTY-  TN/KNOX
 FB1837  USGS QUAD   -  SHOOKS GAP (1987)
 FB1837
 FB1837                         *CURRENT SURVEY CONTROL
 FB1837  ___________________________________________________________________
 FB1837* NAD 83(1986)-  35 58 34.     (N)    083 45 11.     (W)     SCALED    
 FB1837* NAVD 88     -       297.78   (+/-2cm)     977.0    (feet)  VERTCON   
 FB1837  ___________________________________________________________________
 FB1837  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB1837
 FB1837  VERT ORDER  -  ? (See Below)
 FB1837
 FB1837.The horizontal coordinates were scaled from a topographic map and have
 FB1837.an estimated accuracy of +/- 6 seconds.
 FB1837
 FB1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1837.The vertical order pertains to the NGVD 29 superseded value.
 FB1837
 FB1837.The geoid height was determined by GEOID03.
 FB1837
 FB1837;                    North         East    Units  Estimated Accuracy
 FB1837;SPC TN       -   184,590.      802,630.      MT  (+/- 180 meters Scaled)
 FB1837
 FB1837                          SUPERSEDED SURVEY CONTROL
 FB1837
 FB1837  NGVD 29 (??/??/92)  297.924  (m)          977.44   (f) ADJ UNCH    ?  
 FB1837
 FB1837.Superseded values are not recommended for survey control.
 FB1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1837.See file dsdata.txt to determine how the superseded data were derived.
 FB1837
 FB1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV517848(NAD 83)
 FB1837_MARKER: DD = SURVEY DISK
 FB1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1837_STAMPING: LHT 563 1938
 FB1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1837+STABILITY: SURFACE MOTION
 FB1837
 FB1837  HISTORY     - Date     Condition        Report By
 FB1837  HISTORY     - 1938     MONUMENTED       TVA
 FB1837  HISTORY     - 1969     GOOD             TNDT
 FB1837
 FB1837                          STATION DESCRIPTION
 FB1837
 FB1837'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1837'1 MI NE FROM RIVERDALE.
 FB1837'1.0 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 FB1837'RIVERDALE, 0.2 MILE NORTH OF THE JUNCTION OF THE FLINT GAP ROAD,
 FB1837'ON THE J.M. HUFFACRE PROPERTY, AT A FARM-ROAD INTERSECTION, 150
 FB1837'FEET NORTHEAST OF A CORNER POWER-TRANSMISSION-LINE POLE, 125 FEET
 FB1837'NORTHEAST OF A TWO-STORY FARMHOUSE, 49.6 FEET NORTHEAST OF A
 FB1837'38-INCH WHITE OAK TREE AT THE EAST CORNER OF A BLACKSMITH SHOP,
 FB1837'26.1 FEET NORTHEAST OF THE CORNER OF A TOOLHOUSE, AND 5 FEET
 FB1837'SOUTHWEST OF A POLE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1837'STAMPED LHT 563 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FB1837
 FB1837                          STATION RECOVERY (1969)
 FB1837
 FB1837'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1837'2 FT. SW OF MWP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1834 ***********************************************************************
 FB1834  DESIGNATION -  LHT 564
 FB1834  PID         -  FB1834
 FB1834  STATE/COUNTY-  TN/KNOX
 FB1834  USGS QUAD   -  SHOOKS GAP (1987)
 FB1834
 FB1834                         *CURRENT SURVEY CONTROL
 FB1834  ___________________________________________________________________
 FB1834* NAD 83(1986)-  35 57 30.     (N)    083 46 35.     (W)     SCALED    
 FB1834* NAVD 88     -       266.71   (+/-2cm)     875.0    (feet)  VERTCON   
 FB1834  ___________________________________________________________________
 FB1834  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1834
 FB1834  VERT ORDER  -  ? (See Below)
 FB1834
 FB1834.The horizontal coordinates were scaled from a topographic map and have
 FB1834.an estimated accuracy of +/- 6 seconds.
 FB1834
 FB1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1834.The vertical order pertains to the NGVD 29 superseded value.
 FB1834
 FB1834.The geoid height was determined by GEOID03.
 FB1834
 FB1834;                    North         East    Units  Estimated Accuracy
 FB1834;SPC TN       -   182,570.      800,570.      MT  (+/- 180 meters Scaled)
 FB1834
 FB1834                          SUPERSEDED SURVEY CONTROL
 FB1834
 FB1834  NGVD 29 (??/??/92)  266.855  (m)          875.51   (f) ADJ UNCH    ?  
 FB1834
 FB1834.Superseded values are not recommended for survey control.
 FB1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1834.See file dsdata.txt to determine how the superseded data were derived.
 FB1834
 FB1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV496828(NAD 83)
 FB1834_MARKER: DD = SURVEY DISK
 FB1834_SETTING: 66 = SET IN ROCK OUTCROP
 FB1834_SP_SET: ROCK OUTCROP
 FB1834_STAMPING: LHT 564 1938
 FB1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1834+STABILITY: POSITION/ELEVATION WELL
 FB1834
 FB1834  HISTORY     - Date     Condition        Report By
 FB1834  HISTORY     - 1938     MONUMENTED       TVA
 FB1834  HISTORY     - 1969     MARK NOT FOUND   TNHD
 FB1834  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1834
 FB1834                          STATION DESCRIPTION
 FB1834
 FB1834'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1834'2.4 MI E FROM MARBLEDALE.
 FB1834'2.4 MILES (AIRLINE) EAST OF MARBLEDALE, KNOX COUNTY, AT THE ROAD
 FB1834'INTERSECTION AT RIVERDALE FERRY ON FRENCH BROAD RIVER, 200 FEET
 FB1834'NORTHEAST OF THE INTERSECTION, 200 FEET NORTHWEST OF RIVERDALE
 FB1834'FERRY, 175 FEET NORTHEAST OF A TWO-STORY STORE BUILDING, ON THE
 FB1834'PROPERTY OF J.A. FRAZIER, 110 FEET SOUTH OF A ONE-STORY HOUSE
 FB1834'IS A GROVE OF TREES, IN A BOULDER-COVERED LOT, 37.7 FEET SOUTHEAST
 FB1834'OF A VACANT POWER-TRANSMISSION-LINE GUY POLE, 13.6 FEET SOUTHWEST
 FB1834'OF AN 18-INCH CEDAR TREE, 34.5 FEET SOUTH OF AN 8-INCH WALNUT
 FB1834'TREE, AND IN THE TOP OF A LIMESTONE OUTCROP.  A TENNESSEE VALLEY
 FB1834'AUTHORITY STANDARD DISK, STAMPED LHT 564 1938.
 FB1834
 FB1834                          STATION RECOVERY (1969)
 FB1834
 FB1834'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1834'MARK NOT FOUND.
 FB1834
 FB1834                          STATION RECOVERY (1969)
 FB1834
 FB1834'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1833 ***********************************************************************
 FB1833  DESIGNATION -  LHT 565
 FB1833  PID         -  FB1833
 FB1833  STATE/COUNTY-  TN/KNOX
 FB1833  USGS QUAD   -  SHOOKS GAP (1987)
 FB1833
 FB1833                         *CURRENT SURVEY CONTROL
 FB1833  ___________________________________________________________________
 FB1833* NAD 83(1986)-  35 57 54.     (N)    083 47 50.     (W)     SCALED    
 FB1833* NAVD 88     -       274.54   (+/-2cm)     900.7    (feet)  VERTCON   
 FB1833  ___________________________________________________________________
 FB1833  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1833
 FB1833  VERT ORDER  -  ? (See Below)
 FB1833
 FB1833.The horizontal coordinates were scaled from a topographic map and have
 FB1833.an estimated accuracy of +/- 6 seconds.
 FB1833
 FB1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1833.The vertical order pertains to the NGVD 29 superseded value.
 FB1833
 FB1833.The geoid height was determined by GEOID03.
 FB1833
 FB1833;                    North         East    Units  Estimated Accuracy
 FB1833;SPC TN       -   183,270.      798,670.      MT  (+/- 180 meters Scaled)
 FB1833
 FB1833                          SUPERSEDED SURVEY CONTROL
 FB1833
 FB1833  NGVD 29 (??/??/92)  274.684  (m)          901.19   (f) ADJ UNCH    ?  
 FB1833
 FB1833.Superseded values are not recommended for survey control.
 FB1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1833.See file dsdata.txt to determine how the superseded data were derived.
 FB1833
 FB1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV477836(NAD 83)
 FB1833_MARKER: DD = SURVEY DISK
 FB1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1833_STAMPING: LHT 565 1938
 FB1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1833+STABILITY: SURFACE MOTION
 FB1833
 FB1833  HISTORY     - Date     Condition        Report By
 FB1833  HISTORY     - 1938     MONUMENTED       TVA
 FB1833  HISTORY     - 1969     MARK NOT FOUND   TNHD
 FB1833  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1833
 FB1833                          STATION DESCRIPTION
 FB1833
 FB1833'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1833'1.3 MI NE FROM MARBLEDALE.
 FB1833'1.3 MILES (AIRLINE) NORTHEAST OF MARBLEDALE, 1.3 MILES NORTHWEST
 FB1833'OF RIVERDALE FERRY, AT THE JUNCTION OF THE FLINT GAP-ASBURY ROAD
 FB1833'AND THE ROAD LEADING SOUTHEAST TO RIVERDALE FERRY, ON THE PROPERTY
 FB1833'OF THE MARBLEDALE BAPTIST CHURCH, 300 FEET EAST OF THE JUNCTION
 FB1833'OF THE ROADS, 450 FEET EAST OF A ONE-STORY HOUSE OPPOSITE THE
 FB1833'JUNCTION OF A ROAD LEADING NORTH, 350 FEET SOUTH OF ANOTHER
 FB1833'ONE-STORY FRAME HOUSE, 72.5 FEET SOUTHEAST OF THE NORTHEAST
 FB1833'CORNER OF THE CHURCH, 44.3 FEET SOUTHEAST OF THE SOUTHEAST
 FB1833'CORNER OF THE CHURCH, 75.1 FEET NORTHEAST OF POLE 357, IN THE
 FB1833'BACK YARD OF THE CHURCH, AND DIRECTLY BETWEEN TWO OUTDOOR TOILETS.
 FB1833'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 565 1938
 FB1833'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS COVERED
 FB1833'WITH 6 FEET OF FILL DIRT.
 FB1833
 FB1833                          STATION RECOVERY (1969)
 FB1833
 FB1833'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1833'MARK NOT FOUND.
 FB1833
 FB1833                          STATION RECOVERY (1969)
 FB1833
 FB1833'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1831 ***********************************************************************
 FB1831  DESIGNATION -  LHT 567
 FB1831  PID         -  FB1831
 FB1831  STATE/COUNTY-  TN/KNOX
 FB1831  USGS QUAD   -  SHOOKS GAP (1987)
 FB1831
 FB1831                         *CURRENT SURVEY CONTROL
 FB1831  ___________________________________________________________________
 FB1831* NAD 83(1986)-  35 57 04.     (N)    083 49 42.     (W)     SCALED    
 FB1831* NAVD 88     -       267.81   (+/-2cm)     878.6    (feet)  VERTCON   
 FB1831  ___________________________________________________________________
 FB1831  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1831
 FB1831  VERT ORDER  -  ? (See Below)
 FB1831
 FB1831.The horizontal coordinates were scaled from a topographic map and have
 FB1831.an estimated accuracy of +/- 6 seconds.
 FB1831
 FB1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1831.The vertical order pertains to the NGVD 29 superseded value.
 FB1831
 FB1831.The geoid height was determined by GEOID03.
 FB1831
 FB1831;                    North         East    Units  Estimated Accuracy
 FB1831;SPC TN       -   181,670.      795,900.      MT  (+/- 180 meters Scaled)
 FB1831
 FB1831                          SUPERSEDED SURVEY CONTROL
 FB1831
 FB1831  NGVD 29 (??/??/92)  267.957  (m)          879.12   (f) ADJ UNCH    ?  
 FB1831
 FB1831.Superseded values are not recommended for survey control.
 FB1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1831.See file dsdata.txt to determine how the superseded data were derived.
 FB1831
 FB1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV448822(NAD 83)
 FB1831_MARKER: DD = SURVEY DISK
 FB1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1831_STAMPING: LHT 567 1938
 FB1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1831+STABILITY: SURFACE MOTION
 FB1831
 FB1831  HISTORY     - Date     Condition        Report By
 FB1831  HISTORY     - 1938     MONUMENTED       TVA
 FB1831  HISTORY     - 1969     GOOD             TNDT
 FB1831
 FB1831                          STATION DESCRIPTION
 FB1831
 FB1831'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1831'AT ASBURY.
 FB1831'AT ASBURY, ON THE KNOXVILLE-ASBURY ROAD, 250 FEET SOUTHEAST OF
 FB1831'THE JUNCTION OF A ROAD LEADING SOUTHWEST TO ASBURY CEMETERY, ON
 FB1831'THE PROPERTY OF THE ASBURY METHODIST CHURCH, IN THE FENCE LINE
 FB1831'ON THE WEST SIDE OF THE FRONT YARD, 54.7 FEET WEST OF THE WEST
 FB1831'CORNER OF THE TOP STEP OF THE CHURCH, 100 FEET NORTHEAST ACROSS
 FB1831'THE ROAD FROM POWER-TRANSMISSION LINE POLE 156, 90 FEET WEST OF
 FB1831'A FENCE PRODUCED FROM THE CENTERLINE OF THE ROAD, 25 FEET NORTHEAST
 FB1831'OF A 10-INCH HACKBERRY TREE, AND 22 FEET NORTHEAST OF A 5-INCH
 FB1831'WILD CHERRY TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1831'STAMPED LHT 567 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FB1831
 FB1831                          STATION RECOVERY (1969)
 FB1831
 FB1831'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1831'54.7 FT. W OF W CORNER OF TOP STEP TO RES., 100 FT. NE AND ACROSS RD.
 FB1831'FROM PLP NO. 80, 25 FT. NE OF A 30 IN. HACKBERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1935 ***********************************************************************
 FB1935  DESIGNATION -  LHT 568
 FB1935  PID         -  FB1935
 FB1935  STATE/COUNTY-  TN/BLOUNT
 FB1935  USGS QUAD   -  MARYVILLE (1979)
 FB1935
 FB1935                         *CURRENT SURVEY CONTROL
 FB1935  ___________________________________________________________________
 FB1935* NAD 83(1986)-  35 49 24.     (N)    083 56 20.     (W)     SCALED    
 FB1935* NAVD 88     -       254.492  (meters)     834.95   (feet)  ADJUSTED  
 FB1935  ___________________________________________________________________
 FB1935  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FB1935  DYNAMIC HT  -         254.254 (meters)     834.16  (feet)  COMP
 FB1935  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 FB1935
 FB1935  VERT ORDER  -  FIRST     CLASS II
 FB1935
 FB1935.The horizontal coordinates were scaled from a topographic map and have
 FB1935.an estimated accuracy of +/- 6 seconds.
 FB1935
 FB1935.The orthometric height was determined by differential leveling
 FB1935.and adjusted by the National Geodetic Survey in June 1991..
 FB1935
 FB1935.The geoid height was determined by GEOID03.
 FB1935
 FB1935.The dynamic height is computed by dividing the NAVD 88
 FB1935.geopotential number by the normal gravity value computed on the
 FB1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1935.degrees latitude (g = 980.6199 gals.).
 FB1935
 FB1935.The modeled gravity was interpolated from observed gravity values.
 FB1935
 FB1935;                    North         East    Units  Estimated Accuracy
 FB1935;SPC TN       -   167,280.      786,230.      MT  (+/- 180 meters Scaled)
 FB1935
 FB1935                          SUPERSEDED SURVEY CONTROL
 FB1935
 FB1935  NGVD 29 (12/12/91)  254.625  (m)          835.38   (f) ADJUSTED    1 2
 FB1935
 FB1935.Superseded values are not recommended for survey control.
 FB1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1935.See file dsdata.txt to determine how the superseded data were derived.
 FB1935
 FB1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV344683(NAD 83)
 FB1935_MARKER: DD = SURVEY DISK
 FB1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1935_STAMPING: LHT 568 1938
 FB1935_MARK LOGO: TVA   
 FB1935_PROJECTION: PROJECTING 30 CENTIMETERS
 FB1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1935+STABILITY: SURFACE MOTION
 FB1935
 FB1935  HISTORY     - Date     Condition        Report By
 FB1935  HISTORY     - 1938     MONUMENTED       TVA
 FB1935  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1935  HISTORY     - 1983     GOOD             NGS
 FB1935
 FB1935                          STATION DESCRIPTION
 FB1935
 FB1935'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1935'5 MI NE FROM MARYVILLE.
 FB1935'5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 129 FROM MARYVILLE, 0.7
 FB1935'MILE SOUTH OF ROCKFORD, 400 FEET SOUTHEAST OF THE JUNCTION OF
 FB1935'THE WILDWOOD ROAD, 500 FEET NORTHWEST OF A 2-STORY FARMHOUSE,
 FB1935'110 FEET WEST OF A 1-STORY FARMHOUSE, 53.2 FEET NORTHWEST OF THE
 FB1935'NORTHEAST CORNER OF A LARGE BARN, 50 FEET SOUTHWEST OF A FENCE
 FB1935'CORNER, 15.4 FEET NORTHEAST OF THE NORTHEAST POST OF A GATE, AND
 FB1935'AT A FENCE MIDWAY BETWEEN THE HIGHWAY AND THE WILDWOOD ROAD.  A
 FB1935'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 568 1938
 FB1935'AND SET IN THE TOP OF A CONCRETE POST.
 FB1935
 FB1935                          STATION RECOVERY (1968)
 FB1935
 FB1935'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1935'MARK NOT FOUND.
 FB1935
 FB1935                          STATION RECOVERY (1983)
 FB1935
 FB1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1935'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 8.0 KM (5.0 MI)
 FB1935'NORTHEAST ALONG STATE HIGHWAY 33 FROM THE INTERSECTION OF WASHINGTON
 FB1935'STREET IN MARYVILLE TO THE JUNCTION OF MARTIN MILL PIKE, THENCE
 FB1935'0.08 KM (0.05 MI) SOUTHEAST ALONG MARTIN MILL PIKE TO THE MARK ON THE
 FB1935'RIGHT, 19.20 METERS (63.0 FT) SOUTHWEST OF THE CENTERLINE OF MARTIN
 FB1935'MILL PIKE, 17.46 METERS (57.3 FT) NORTH-NORTHWEST OF THE NORTHEAST
 FB1935'CORNER OF A LARGE WOODEN BARN, 14.75 METERS (48.4 FT) SOUTHWEST OF
 FB1935'UTILITY POLE 2, 3.63 METERS (11.9 FT) NORTHEAST OF THE NORTHEAST
 FB1935'CORNER OF A SMALL BARN.
 FB1935'THE MARK IS 0.91 M ABOVE MARTIN MILL PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1937 ***********************************************************************
 FB1937  DESIGNATION -  LHT 569
 FB1937  PID         -  FB1937
 FB1937  STATE/COUNTY-  TN/BLOUNT
 FB1937  USGS QUAD   -  MARYVILLE (1979)
 FB1937
 FB1937                         *CURRENT SURVEY CONTROL
 FB1937  ___________________________________________________________________
 FB1937* NAD 83(1986)-  35 49 12.     (N)    083 54 05.     (W)     SCALED    
 FB1937* NAVD 88     -       262.14   (+/-2cm)     860.0    (feet)  VERTCON   
 FB1937  ___________________________________________________________________
 FB1937  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FB1937
 FB1937  VERT ORDER  -  ? (See Below)
 FB1937
 FB1937.The horizontal coordinates were scaled from a topographic map and have
 FB1937.an estimated accuracy of +/- 6 seconds.
 FB1937
 FB1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1937.The vertical order pertains to the NGVD 29 superseded value.
 FB1937
 FB1937.The geoid height was determined by GEOID03.
 FB1937
 FB1937;                    North         East    Units  Estimated Accuracy
 FB1937;SPC TN       -   166,980.      789,620.      MT  (+/- 180 meters Scaled)
 FB1937
 FB1937                          SUPERSEDED SURVEY CONTROL
 FB1937
 FB1937  NGVD 29 (??/??/92)  262.271  (m)          860.47   (f) ADJ UNCH    ?  
 FB1937
 FB1937.Superseded values are not recommended for survey control.
 FB1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1937.See file dsdata.txt to determine how the superseded data were derived.
 FB1937
 FB1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV378678(NAD 83)
 FB1937_MARKER: DD = SURVEY DISK
 FB1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1937_STAMPING: LHT 569 1938
 FB1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1937+STABILITY: SURFACE MOTION
 FB1937
 FB1937  HISTORY     - Date     Condition        Report By
 FB1937  HISTORY     - 1938     MONUMENTED       TVA
 FB1937
 FB1937                          STATION DESCRIPTION
 FB1937
 FB1937'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1937'6.3 MI NE FROM MARYVILLE.
 FB1937'6.3 MILES NORTHEAST OF MARYVILLE, 3.0 MILES SOUTHEAST ALONG THE
 FB1937'WILDWOOD ROAD FROM ROCKFORD, 500 FEET WEST OF THE JUNCTION OF
 FB1937'THE CENTRAL POINT CHURCH ROAD, 500 FEET NORTHEAST OF A 1-STORY
 FB1937'FARMHOUSE, 49.6 FEET SOUTHWEST OF A 12-INCH WALNUT TREE, 41.3
 FB1937'FEET NORTHWEST OF A 40-INCH ELM TREE AT THE UPSTREAM END OF A
 FB1937'CULVERT, 7.9 FEET SOUTHEAST OF AN 8-INCH CEDAR TREE, AND ON THE
 FB1937'NORTH SIDE OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1937'DISK, STAMPED LHT 569 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1939 ***********************************************************************
 FB1939  DESIGNATION -  LHT 570
 FB1939  PID         -  FB1939
 FB1939  STATE/COUNTY-  TN/BLOUNT
 FB1939  USGS QUAD   -  WILDWOOD (1988)
 FB1939
 FB1939                         *CURRENT SURVEY CONTROL
 FB1939  ___________________________________________________________________
 FB1939* NAD 83(1986)-  35 48 02.     (N)    083 52 00.     (W)     SCALED    
 FB1939* NAVD 88     -       294.14   (+/-2cm)     965.0    (feet)  VERTCON   
 FB1939  ___________________________________________________________________
 FB1939  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FB1939
 FB1939  VERT ORDER  -  ? (See Below)
 FB1939
 FB1939.The horizontal coordinates were scaled from a topographic map and have
 FB1939.an estimated accuracy of +/- 6 seconds.
 FB1939
 FB1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1939.The vertical order pertains to the NGVD 29 superseded value.
 FB1939
 FB1939.The geoid height was determined by GEOID03.
 FB1939
 FB1939;                    North         East    Units  Estimated Accuracy
 FB1939;SPC TN       -   164,890.      792,810.      MT  (+/- 180 meters Scaled)
 FB1939
 FB1939                          SUPERSEDED SURVEY CONTROL
 FB1939
 FB1939  NGVD 29 (??/??/92)  294.269  (m)          965.45   (f) ADJ UNCH    ?  
 FB1939
 FB1939.Superseded values are not recommended for survey control.
 FB1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1939.See file dsdata.txt to determine how the superseded data were derived.
 FB1939
 FB1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV409656(NAD 83)
 FB1939_MARKER: DD = SURVEY DISK
 FB1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1939_STAMPING: LHT 570 1938
 FB1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1939+STABILITY: SURFACE MOTION
 FB1939
 FB1939  HISTORY     - Date     Condition        Report By
 FB1939  HISTORY     - 1938     MONUMENTED       TVA
 FB1939  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1939
 FB1939                          STATION DESCRIPTION
 FB1939
 FB1939'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1939'7 MI NE FROM MARYVILLE.
 FB1939'7.0 MILES NORTHEAST OF MARYVILLE, 5 MILES SOUTHEAST ALONG THE
 FB1939'WILDWOOD ROAD FROM ROCKFORD, AT THE SOUTH EDGE OF WILDWOOD,
 FB1939'ON THE P.A. WATERS PROPERTY, 325 FEET SOUTHEAST OF A 1-STORY
 FB1939'HOUSE, 325 FEET SOUTH OF A 24-INCH FORKED CHERRY TREE, 125 FEET
 FB1939'SOUTHEAST OF THE JUNCTION OF A DRIVEWAY LEADING TO A STONE HOUSE,
 FB1939'177.9 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE STONE
 FB1939'HOUSE, AND 114.9 FEET SOUTHEAST OF A MAIL-BOX POST.  A TENNESSEE
 FB1939'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 570 1938 AND SET
 FB1939'IN THE TOP OF A CONCRETE POST.
 FB1939
 FB1939                          STATION RECOVERY (1968)
 FB1939
 FB1939'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1940 ***********************************************************************
 FB1940  DESIGNATION -  LHT 571
 FB1940  PID         -  FB1940
 FB1940  STATE/COUNTY-  TN/BLOUNT
 FB1940  USGS QUAD   -  WILDWOOD (1988)
 FB1940
 FB1940                         *CURRENT SURVEY CONTROL
 FB1940  ___________________________________________________________________
 FB1940* NAD 83(1986)-  35 47 41.     (N)    083 51 28.     (W)     SCALED    
 FB1940* NAVD 88     -       296.76   (+/-2cm)     973.6    (feet)  VERTCON   
 FB1940  ___________________________________________________________________
 FB1940  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1940
 FB1940  VERT ORDER  -  ? (See Below)
 FB1940
 FB1940.The horizontal coordinates were scaled from a topographic map and have
 FB1940.an estimated accuracy of +/- 6 seconds.
 FB1940
 FB1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1940.The vertical order pertains to the NGVD 29 superseded value.
 FB1940
 FB1940.The geoid height was determined by GEOID03.
 FB1940
 FB1940;                    North         East    Units  Estimated Accuracy
 FB1940;SPC TN       -   164,260.      793,630.      MT  (+/- 180 meters Scaled)
 FB1940
 FB1940                          SUPERSEDED SURVEY CONTROL
 FB1940
 FB1940  NGVD 29 (??/??/92)  296.888  (m)          974.04   (f) ADJ UNCH    ?  
 FB1940
 FB1940.Superseded values are not recommended for survey control.
 FB1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1940.See file dsdata.txt to determine how the superseded data were derived.
 FB1940
 FB1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV417649(NAD 83)
 FB1940_MARKER: DD = SURVEY DISK
 FB1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1940_STAMPING: LHT 571 1938
 FB1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1940+STABILITY: SURFACE MOTION
 FB1940
 FB1940  HISTORY     - Date     Condition        Report By
 FB1940  HISTORY     - 1938     MONUMENTED       TVA
 FB1940
 FB1940                          STATION DESCRIPTION
 FB1940
 FB1940'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1940'7 MI NE FROM MARYVILLE.
 FB1940'7.0 MILES NORTHEAST OF MARYVILLE, 1.0 MILE SOUTHEAST OF WILDWOOD,
 FB1940'AT THE JUNCTION OF THE WILDWOOD ROAD AND STATE HIGHWAY 35, 250
 FB1940'FEET SOUTHWEST OF A 1-STORY FARMHOUSE, 150 FEET SOUTH OF THE ROAD
 FB1940'JUNCTION, 90 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A
 FB1940'SIDE ROAD LEADING TO A BARN, 45.2 FEET NORTHEAST OF THE NORTHEAST
 FB1940'CORNER OF A 2-STORY BARN, 14.6 FEET NORTHWEST OF A 6-INCH PINE
 FB1940'TREE, AND 8 FEET NORTHEAST OF A GARDEN CORNER POST AND GATEPOST.
 FB1940'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 571 1938
 FB1940'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1941 ***********************************************************************
 FB1941  DESIGNATION -  LHT 572
 FB1941  PID         -  FB1941
 FB1941  STATE/COUNTY-  TN/BLOUNT
 FB1941  USGS QUAD   -  WILDWOOD (1988)
 FB1941
 FB1941                         *CURRENT SURVEY CONTROL
 FB1941  ___________________________________________________________________
 FB1941* NAD 83(1986)-  35 48 34.     (N)    083 50 20.     (W)     SCALED    
 FB1941* NAVD 88     -       314.70   (+/-2cm)    1032.5    (feet)  VERTCON   
 FB1941  ___________________________________________________________________
 FB1941  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1941
 FB1941  VERT ORDER  -  ? (See Below)
 FB1941
 FB1941.The horizontal coordinates were scaled from a topographic map and have
 FB1941.an estimated accuracy of +/- 6 seconds.
 FB1941
 FB1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1941.The vertical order pertains to the NGVD 29 superseded value.
 FB1941
 FB1941.The geoid height was determined by GEOID03.
 FB1941
 FB1941;                    North         East    Units  Estimated Accuracy
 FB1941;SPC TN       -   165,930.      795,300.      MT  (+/- 180 meters Scaled)
 FB1941
 FB1941                          SUPERSEDED SURVEY CONTROL
 FB1941
 FB1941  NGVD 29 (??/??/92)  314.831  (m)         1032.91   (f) ADJ UNCH    ?  
 FB1941
 FB1941.Superseded values are not recommended for survey control.
 FB1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1941.See file dsdata.txt to determine how the superseded data were derived.
 FB1941
 FB1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV434665(NAD 83)
 FB1941_MARKER: DD = SURVEY DISK
 FB1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1941_STAMPING: LHT 572 1938
 FB1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1941+STABILITY: SURFACE MOTION
 FB1941
 FB1941  HISTORY     - Date     Condition        Report By
 FB1941  HISTORY     - 1938     MONUMENTED       TVA
 FB1941  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1941
 FB1941                          STATION DESCRIPTION
 FB1941
 FB1941'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1941'8.5 MI NE FROM MARYVILLE.
 FB1941'8.5 MILES NORTHEAST OF MARYVILLE, BLOUNT COUNTY, 2 MILES NORTHEAST
 FB1941'OF WILDWOOD, ON STATE HIGHWAY 35, AT THE JUNCTION OF THE UNION
 FB1941'TEMPLE ROAD, 125 FEET NORTHEAST OF A 28-INCH HICKORY TREE AT THE
 FB1941'ROAD JUNCTION, 100 FEET NORTHWEST OF A 1-STORY FRAME HOUSE, ON THE
 FB1941'NORTHEAST SIDE OF THE DRIVEWAY, ON THE NORTHEAST EDGE OF THE LAWN,
 FB1941'27.3 FEET NORTHEAST OF A 14-INCH MAPLE TREE, 24.9 FEET
 FB1941'NORTH-NORTHWEST OF THE NORTHEAST END TREE OF A ROW OF APPLE TREES,
 FB1941'AND 20.4 FEET SOUTHEAST OF THE NORTHEAST POST OF A GATE.  A
 FB1941'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 572 1938
 FB1941'AND SET IN THE TOP OF A CONCRETE POST.
 FB1941
 FB1941                          STATION RECOVERY (1968)
 FB1941
 FB1941'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1942 ***********************************************************************
 FB1942  DESIGNATION -  LHT 573
 FB1942  PID         -  FB1942
 FB1942  STATE/COUNTY-  TN/BLOUNT
 FB1942  USGS QUAD   -  WILDWOOD (1988)
 FB1942
 FB1942                         *CURRENT SURVEY CONTROL
 FB1942  ___________________________________________________________________
 FB1942* NAD 83(1986)-  35 48 58.     (N)    083 49 47.     (W)     SCALED    
 FB1942* NAVD 88     -       320.38   (+/-2cm)    1051.1    (feet)  VERTCON   
 FB1942  ___________________________________________________________________
 FB1942  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FB1942
 FB1942  VERT ORDER  -  ? (See Below)
 FB1942
 FB1942.The horizontal coordinates were scaled from a topographic map and have
 FB1942.an estimated accuracy of +/- 6 seconds.
 FB1942
 FB1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1942.The vertical order pertains to the NGVD 29 superseded value.
 FB1942
 FB1942.The geoid height was determined by GEOID03.
 FB1942
 FB1942;                    North         East    Units  Estimated Accuracy
 FB1942;SPC TN       -   166,690.      796,110.      MT  (+/- 180 meters Scaled)
 FB1942
 FB1942                          SUPERSEDED SURVEY CONTROL
 FB1942
 FB1942  NGVD 29 (??/??/92)  320.510  (m)         1051.54   (f) ADJ UNCH    ?  
 FB1942
 FB1942.Superseded values are not recommended for survey control.
 FB1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1942.See file dsdata.txt to determine how the superseded data were derived.
 FB1942
 FB1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV443672(NAD 83)
 FB1942_MARKER: DD = SURVEY DISK
 FB1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1942_STAMPING: LHT 573 1938
 FB1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1942+STABILITY: SURFACE MOTION
 FB1942
 FB1942  HISTORY     - Date     Condition        Report By
 FB1942  HISTORY     - 1938     MONUMENTED       TVA
 FB1942
 FB1942                          STATION DESCRIPTION
 FB1942
 FB1942'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1942'9.3 MI NE FROM MARYVILLE.
 FB1942'9.3 MILES NORTHEAST OF MARYVILLE, 2.5 MILES NORTHEAST OF WILDWOOD,
 FB1942'ON STATE HIGHWAY 35, 400 FEET WEST OF THE JUNCTION OF A COUNTY
 FB1942'ROAD LEADING NORTHWEST, 375 FEET SOUTHWEST OF A LARGE BARN,
 FB1942'135 FEET NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST
 FB1942'TO PROSPECT SCHOOL, 50 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 FB1942'1-1/2 STORY HOUSE, 66 FEET EAST OF A 5-INCH WHITE OAK TREE, AND AT
 FB1942'A NORTH-AND-SOUTH FENCE BETWEEN THE FRONT YARD AND THE GARDEN.
 FB1942'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 573 1938
 FB1942'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1943 ***********************************************************************
 FB1943  DESIGNATION -  LHT 574
 FB1943  PID         -  FB1943
 FB1943  STATE/COUNTY-  TN/BLOUNT
 FB1943  USGS QUAD   -  WILDWOOD (1988)
 FB1943
 FB1943                         *CURRENT SURVEY CONTROL
 FB1943  ___________________________________________________________________
 FB1943* NAD 83(1986)-  35 49 30.     (N)    083 48 43.     (W)     SCALED    
 FB1943* NAVD 88     -       313.90   (+/-2cm)    1029.9    (feet)  VERTCON   
 FB1943  ___________________________________________________________________
 FB1943  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FB1943
 FB1943  VERT ORDER  -  ? (See Below)
 FB1943
 FB1943.The horizontal coordinates were scaled from a topographic map and have
 FB1943.an estimated accuracy of +/- 6 seconds.
 FB1943
 FB1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1943.The vertical order pertains to the NGVD 29 superseded value.
 FB1943
 FB1943.The geoid height was determined by GEOID03.
 FB1943
 FB1943;                    North         East    Units  Estimated Accuracy
 FB1943;SPC TN       -   167,710.      797,690.      MT  (+/- 180 meters Scaled)
 FB1943
 FB1943                          SUPERSEDED SURVEY CONTROL
 FB1943
 FB1943  NGVD 29 (??/??/92)  314.029  (m)         1030.28   (f) ADJ UNCH    ?  
 FB1943
 FB1943.Superseded values are not recommended for survey control.
 FB1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1943.See file dsdata.txt to determine how the superseded data were derived.
 FB1943
 FB1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV459681(NAD 83)
 FB1943_MARKER: DD = SURVEY DISK
 FB1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1943_STAMPING: LHT 574 1938
 FB1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1943+STABILITY: SURFACE MOTION
 FB1943
 FB1943  HISTORY     - Date     Condition        Report By
 FB1943  HISTORY     - 1938     MONUMENTED       TVA
 FB1943  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1943
 FB1943                          STATION DESCRIPTION
 FB1943
 FB1943'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1943'10.5 MI NE FROM MARYVILLE.
 FB1943'10.5 MILES NORTHEAST OF MARYVILLE, 2.1 MILES SOUTHWEST ALONG
 FB1943'STATE HIGHWAY 35 FROM PROVIDENCE, AT THE JUNCTION OF A ROAD
 FB1943'LEADING NORTHWEST, 400 FEET SOUTHEAST OF A 1-STORY FARMHOUSE, 300
 FB1943'FEET NORTHEAST OF A 20-INCH WALNUT TREE ON THE NORTHWEST SIDE OF
 FB1943'THE HIGHWAY, 100 FEET NORTHWEST OF THE ROAD JUNCTION, 25 FEET
 FB1943'NORTH OF A 7-INCH WILD-CHERRY TREE, 30 FEET WEST-NORTHWEST OF A
 FB1943'4-INCH TWIN WHITE-OAK TREE, AND 5.6 FEET NORTH OF AN 8-INCH
 FB1943'BLACK-OAK TREE AT THE FENCE LINE.  A TENNESSEE VALLEY AUTHORITY
 FB1943'STANDARD DISK, STAMPED LHT 574 1938 AND SET IN THE TOP OF A
 FB1943'CONCRETE POST.
 FB1943
 FB1943                          STATION RECOVERY (1968)
 FB1943
 FB1943'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1945 ***********************************************************************
 FB1945  DESIGNATION -  LHT 575
 FB1945  PID         -  FB1945
 FB1945  STATE/COUNTY-  TN/BLOUNT
 FB1945  USGS QUAD   -  WILDWOOD (1988)
 FB1945
 FB1945                         *CURRENT SURVEY CONTROL
 FB1945  ___________________________________________________________________
 FB1945* NAD 83(1986)-  35 50 57.     (N)    083 47 09.     (W)     SCALED    
 FB1945* NAVD 88     -       335.43   (+/-2cm)    1100.5    (feet)  VERTCON   
 FB1945  ___________________________________________________________________
 FB1945  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB1945
 FB1945  VERT ORDER  -  ? (See Below)
 FB1945
 FB1945.The horizontal coordinates were scaled from a topographic map and have
 FB1945.an estimated accuracy of +/- 6 seconds.
 FB1945
 FB1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1945.The vertical order pertains to the NGVD 29 superseded value.
 FB1945
 FB1945.The geoid height was determined by GEOID03.
 FB1945
 FB1945;                    North         East    Units  Estimated Accuracy
 FB1945;SPC TN       -   170,440.      799,990.      MT  (+/- 180 meters Scaled)
 FB1945
 FB1945                          SUPERSEDED SURVEY CONTROL
 FB1945
 FB1945  NGVD 29 (??/??/92)  335.561  (m)         1100.92   (f) ADJ UNCH    ?  
 FB1945
 FB1945.Superseded values are not recommended for survey control.
 FB1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1945.See file dsdata.txt to determine how the superseded data were derived.
 FB1945
 FB1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV484708(NAD 83)
 FB1945_MARKER: DD = SURVEY DISK
 FB1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1945_STAMPING: LHT 575 1938
 FB1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1945+STABILITY: SURFACE MOTION
 FB1945
 FB1945  HISTORY     - Date     Condition        Report By
 FB1945  HISTORY     - 1938     MONUMENTED       TVA
 FB1945
 FB1945                          STATION DESCRIPTION
 FB1945
 FB1945'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1945'12.4 MI NE FROM MARYVILLE.
 FB1945'12.4 MILES NORTHEAST OF MARYVILLE, AT PROVIDENCE, ON STATE HIGHWAY
 FB1945'35, 700 FEET NORTHWEST OF A 1-STORY SCHOOL BUILDING, 450 FEET
 FB1945'NORTHEAST OF A 2-STORY FARMHOUSE IN A GROVE, 275 FEET SOUTHWEST
 FB1945'OF A 1-STORY STORE AT THE INTERSECTION OF A NORTHWEST-AND-SOUTHEAST
 FB1945'COUNTY ROAD, 200 FEET WEST OF PROVIDENCE BAPTIST CHURCH, ACROSS
 FB1945'THE HIGHWAY FROM A CEMETERY, AT THE SOUTHEAST CORNER OF BETHEL
 FB1945'METHODIST CHURCH, 59.5 FEET SOUTH-SOUTHEAST OF A 14-INCH WHITE-OAK
 FB1945'TREE, AND 41.3 FEET SOUTH OF A 12-INCH CROOKED RED-OAK TREE.  A
 FB1945'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 575 1938 AND
 FB1945'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1946 ***********************************************************************
 FB1946  DESIGNATION -  LHT 576
 FB1946  PID         -  FB1946
 FB1946  STATE/COUNTY-  TN/SEVIER
 FB1946  USGS QUAD   -  WALDEN CREEK (1987)
 FB1946
 FB1946                         *CURRENT SURVEY CONTROL
 FB1946  ___________________________________________________________________
 FB1946* NAD 83(1986)-  35 49 06.     (N)    083 42 36.     (W)     SCALED    
 FB1946* NAVD 88     -       313.57   (+/-2cm)    1028.8    (feet)  VERTCON   
 FB1946  ___________________________________________________________________
 FB1946  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FB1946
 FB1946  VERT ORDER  -  ? (See Below)
 FB1946
 FB1946.The horizontal coordinates were scaled from a topographic map and have
 FB1946.an estimated accuracy of +/- 6 seconds.
 FB1946
 FB1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1946.The vertical order pertains to the NGVD 29 superseded value.
 FB1946
 FB1946.The geoid height was determined by GEOID03.
 FB1946
 FB1946;                    North         East    Units  Estimated Accuracy
 FB1946;SPC TN       -   167,180.      806,920.      MT  (+/- 180 meters Scaled)
 FB1946
 FB1946                          SUPERSEDED SURVEY CONTROL
 FB1946
 FB1946  NGVD 29 (??/??/92)  313.672  (m)         1029.11   (f) ADJ UNCH    ?  
 FB1946
 FB1946.Superseded values are not recommended for survey control.
 FB1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1946.See file dsdata.txt to determine how the superseded data were derived.
 FB1946
 FB1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV551671(NAD 83)
 FB1946_MARKER: DD = SURVEY DISK
 FB1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1946_STAMPING: LHT 576 1938
 FB1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1946+STABILITY: SURFACE MOTION
 FB1946
 FB1946  HISTORY     - Date     Condition        Report By
 FB1946  HISTORY     - 1938     MONUMENTED       TVA
 FB1946  HISTORY     - 1968     MARK NOT FOUND   TNDT
 FB1946
 FB1946                          STATION DESCRIPTION
 FB1946
 FB1946'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1946'13.6 MI NE FROM MARYVILLE.
 FB1946'IN SEVIER COUNTY, 13.6 MILES NORTHEAST OF MARYVILLE, BLOUNT COUNTY,
 FB1946'1.2 MILES NORTHEAST OF PROVIDENCE, 1 MILE SOUTHWEST ALONG
 FB1946'STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE HIGHWAY 71, ON THE
 FB1946'NORTHWEST SIDE OF THE HIGHWAY, 250 FEET EAST OF A LARGE BARN,
 FB1946'175 FEET SOUTHWEST OF AN OLD 2-STORY BRICK HOUSE (UNOCCUPIED IN
 FB1946'1938), 200 FEET NORTHWEST OF A 50-INCH OAK TREE, 175 FEET NORTHWEST
 FB1946'OF A LOT GATE ON THE NORTHWEST SIDE OF THE HIGHWAY, 125 FEET
 FB1946'NORTHEAST OF A LARGE BARN, 25 FEET SOUTH OF A SMALL CLUMP OF
 FB1946'PEACH TREES, 35.1 FEET NORTHEAST OF THE NORTHEAST POST OF A
 FB1946'GATE, AND IN THE NORTHEAST CORNER OF THE BARN LOT.  A TENNESSEE
 FB1946'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 576 1938 AND SET IN
 FB1946'THE TOP OF A CONCRETE POST.
 FB1946
 FB1946                          STATION RECOVERY (1968)
 FB1946
 FB1946'RECOVERY NOTE BY TN DEPT OF TRANSP 1968
 FB1946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1948 ***********************************************************************
 FB1948  DESIGNATION -  LHT 577
 FB1948  PID         -  FB1948
 FB1948  STATE/COUNTY-  TN/SEVIER
 FB1948  USGS QUAD   -  WILDWOOD (1988)
 FB1948
 FB1948                         *CURRENT SURVEY CONTROL
 FB1948  ___________________________________________________________________
 FB1948* NAD 83(1986)-  35 52 15.     (N)    083 45 24.     (W)     SCALED    
 FB1948* NAVD 88     -       339.27   (+/-2cm)    1113.1    (feet)  VERTCON   
 FB1948  ___________________________________________________________________
 FB1948  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1948
 FB1948  VERT ORDER  -  ? (See Below)
 FB1948
 FB1948.The horizontal coordinates were scaled from a topographic map and have
 FB1948.an estimated accuracy of +/- 6 seconds.
 FB1948
 FB1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1948.The vertical order pertains to the NGVD 29 superseded value.
 FB1948
 FB1948.The geoid height was determined by GEOID03.
 FB1948
 FB1948;                    North         East    Units  Estimated Accuracy
 FB1948;SPC TN       -   172,910.      802,570.      MT  (+/- 180 meters Scaled)
 FB1948
 FB1948                          SUPERSEDED SURVEY CONTROL
 FB1948
 FB1948  NGVD 29 (??/??/92)  339.399  (m)         1113.51   (f) ADJ UNCH    ?  
 FB1948
 FB1948.Superseded values are not recommended for survey control.
 FB1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1948.See file dsdata.txt to determine how the superseded data were derived.
 FB1948
 FB1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV511731(NAD 83)
 FB1948_MARKER: DD = SURVEY DISK
 FB1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1948_STAMPING: LHT 577 1938
 FB1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1948+STABILITY: SURFACE MOTION
 FB1948
 FB1948  HISTORY     - Date     Condition        Report By
 FB1948  HISTORY     - 1938     MONUMENTED       TVA
 FB1948
 FB1948                          STATION DESCRIPTION
 FB1948
 FB1948'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1948'14.6 MI NE FROM MARYVILLE.
 FB1948'IN SEVIER COUNTY, 14.6 MILES NORTHEAST OF MARYVILLE, AT THE
 FB1948'INTERSECTION OF STATE HIGHWAYS 35 AND 71, AT THE NORTH CORNER OF
 FB1948'THE INTERSECTION, 650 FEET NORTH OF A 1-STORY FARMHOUSE, 110 FEET
 FB1948'NORTH OF THE HIGHWAY INTERSECTION, 100 FEET SOUTHWEST OF A 1-STORY
 FB1948'HOUSE, 73.5 FEET NORTHWEST OF A 20-INCH ASH TREE BETWEEN TWO OAKS,
 FB1948'AND 41.1 FEET NORTH OF POWER-TRANSMISSION-LINE POLE 133.  A
 FB1948'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 577 1938
 FB1948'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1823 ***********************************************************************
 FB1823  DESIGNATION -  LHT 578
 FB1823  PID         -  FB1823
 FB1823  STATE/COUNTY-  TN/SEVIER
 FB1823  USGS QUAD   -  BOYDS CREEK (1986)
 FB1823
 FB1823                         *CURRENT SURVEY CONTROL
 FB1823  ___________________________________________________________________
 FB1823* NAD 83(1986)-  35 53 35.     (N)    083 42 59.     (W)     SCALED    
 FB1823* NAVD 88     -       299.09   (+/-2cm)     981.3    (feet)  VERTCON   
 FB1823  ___________________________________________________________________
 FB1823  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB1823
 FB1823  VERT ORDER  -  ? (See Below)
 FB1823
 FB1823.The horizontal coordinates were scaled from a topographic map and have
 FB1823.an estimated accuracy of +/- 6 seconds.
 FB1823
 FB1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1823.The vertical order pertains to the NGVD 29 superseded value.
 FB1823
 FB1823.The geoid height was determined by GEOID03.
 FB1823
 FB1823;                    North         East    Units  Estimated Accuracy
 FB1823;SPC TN       -   175,460.      806,150.      MT  (+/- 180 meters Scaled)
 FB1823
 FB1823                          SUPERSEDED SURVEY CONTROL
 FB1823
 FB1823  NGVD 29 (??/??/92)  299.227  (m)          981.71   (f) ADJ UNCH    ?  
 FB1823
 FB1823.Superseded values are not recommended for survey control.
 FB1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1823.See file dsdata.txt to determine how the superseded data were derived.
 FB1823
 FB1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV548754(NAD 83)
 FB1823_MARKER: DD = SURVEY DISK
 FB1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1823_STAMPING: LHT 578 1938
 FB1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1823+STABILITY: SURFACE MOTION
 FB1823
 FB1823  HISTORY     - Date     Condition        Report By
 FB1823  HISTORY     - 1938     MONUMENTED       TVA
 FB1823
 FB1823                          STATION DESCRIPTION
 FB1823
 FB1823'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1823'AT SEYMOUR.
 FB1823'AT SEYMOUR, 1/4 MILE EAST OF THE POST OFFICE, ON THE SMOKY
 FB1823'MOUNTAIN RAILROAD, AT THE CROSSING OF AN OLD ROAD, 150 FEET SOUTH
 FB1823'OF A LARGE BARN, 54.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FB1823'OF A PIGPEN, 27 FEET NORTHWEST OF THE ROAD CROSSING, 12 FEET
 FB1823'SOUTHEAST OF A SMALL POND, 6 FEET WEST OF THE OLD ROAD, AND 3
 FB1823'FEET EAST OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1823'DISK, STAMPED LHT 578 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2000 ***********************************************************************
 FB2000  DESIGNATION -  LHT 579
 FB2000  PID         -  FB2000
 FB2000  STATE/COUNTY-  TN/BLOUNT
 FB2000  USGS QUAD   -  WILDWOOD (1988)
 FB2000
 FB2000                         *CURRENT SURVEY CONTROL
 FB2000  ___________________________________________________________________
 FB2000* NAD 83(1986)-  35 45 56.     (N)    083 51 21.     (W)     SCALED    
 FB2000* NAVD 88     -       271.30   (+/-2cm)     890.1    (feet)  VERTCON   
 FB2000  ___________________________________________________________________
 FB2000  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB2000
 FB2000  VERT ORDER  -  ? (See Below)
 FB2000
 FB2000.The horizontal coordinates were scaled from a topographic map and have
 FB2000.an estimated accuracy of +/- 6 seconds.
 FB2000
 FB2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2000.The vertical order pertains to the NGVD 29 superseded value.
 FB2000
 FB2000.The geoid height was determined by GEOID03.
 FB2000
 FB2000;                    North         East    Units  Estimated Accuracy
 FB2000;SPC TN       -   161,030.      793,870.      MT  (+/- 180 meters Scaled)
 FB2000
 FB2000                          SUPERSEDED SURVEY CONTROL
 FB2000
 FB2000  NGVD 29 (??/??/92)  271.424  (m)          890.50   (f) ADJ UNCH    ?  
 FB2000
 FB2000.Superseded values are not recommended for survey control.
 FB2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2000.See file dsdata.txt to determine how the superseded data were derived.
 FB2000
 FB2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV418617(NAD 83)
 FB2000_MARKER: DD = SURVEY DISK
 FB2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2000_STAMPING: LHT 579 1938
 FB2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2000+STABILITY: SURFACE MOTION
 FB2000
 FB2000  HISTORY     - Date     Condition        Report By
 FB2000  HISTORY     - 1938     MONUMENTED       TVA
 FB2000
 FB2000                          STATION DESCRIPTION
 FB2000
 FB2000'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2000'6.4 MI E FROM MARYVILLE.
 FB2000'6.4 MILES EAST ALONG STATE HIGHWAY 73 FROM THE INTERSECTION OF
 FB2000'U.S. HIGHWAY 129 AT MARYVILLE, AT THE EAST END OF A CONCRETE
 FB2000'BRIDGE OVER LITTLE RIVER, 325 FEET EAST OF A 1-1/2 STORY
 FB2000'FARMHOUSE, 100 FEET SOUTHEAST OF A 36-INCH SYCAMORE TREE, AT THE
 FB2000'JUNCTION OF A COUNTY ROAD LEADING NORTH TO STATE HIGHWAY 35,
 FB2000'50 FEET SOUTH OF THE JUNCTION, 62 FEET SOUTHEAST OF THE SOUTHEAST
 FB2000'END OF THE BRIDGE HANDRAIL, 45.2 FEET NORTHWEST OF A 24-INCH
 FB2000'POPLAR TREE, AND AT THE BASE OF AN ANGLE POLE IN A ROW OF POLES.
 FB2000'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 579 1938
 FB2000'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1996 ***********************************************************************
 FB1996  DESIGNATION -  LHT 580
 FB1996  PID         -  FB1996
 FB1996  STATE/COUNTY-  TN/BLOUNT
 FB1996  USGS QUAD   -  MARYVILLE (1979)
 FB1996
 FB1996                         *CURRENT SURVEY CONTROL
 FB1996  ___________________________________________________________________
 FB1996* NAD 83(1986)-  35 45 19.     (N)    083 53 11.     (W)     SCALED    
 FB1996* NAVD 88     -       289.48   (+/-2cm)     949.7    (feet)  VERTCON   
 FB1996  ___________________________________________________________________
 FB1996  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB1996
 FB1996  VERT ORDER  -  ? (See Below)
 FB1996
 FB1996.The horizontal coordinates were scaled from a topographic map and have
 FB1996.an estimated accuracy of +/- 6 seconds.
 FB1996
 FB1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1996.The vertical order pertains to the NGVD 29 superseded value.
 FB1996
 FB1996.The geoid height was determined by GEOID03.
 FB1996
 FB1996;                    North         East    Units  Estimated Accuracy
 FB1996;SPC TN       -   159,830.      791,130.      MT  (+/- 180 meters Scaled)
 FB1996
 FB1996                          SUPERSEDED SURVEY CONTROL
 FB1996
 FB1996  NGVD 29 (??/??/92)  289.604  (m)          950.14   (f) ADJ UNCH    ?  
 FB1996
 FB1996.Superseded values are not recommended for survey control.
 FB1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1996.See file dsdata.txt to determine how the superseded data were derived.
 FB1996
 FB1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV390606(NAD 83)
 FB1996_MARKER: DD = SURVEY DISK
 FB1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1996_STAMPING: LHT 580 1938
 FB1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1996+STABILITY: SURFACE MOTION
 FB1996
 FB1996  HISTORY     - Date     Condition        Report By
 FB1996  HISTORY     - 1938     MONUMENTED       TVA
 FB1996
 FB1996                          STATION DESCRIPTION
 FB1996
 FB1996'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1996'4.8 MI E FROM MARYVILLE.
 FB1996'4.8 MILES EAST ALONG THE 1938 LOCATION OF STATE HIGHWAY 73 FROM
 FB1996'THE INTERSECTION OF U.S. HIGHWAY 129 AT MARYVILLE, AT THE HUBBARD
 FB1996'SCHOOL GROUNDS, 750 FEET SOUTHWEST OF A 1-1/2-STORY STONE HOUSE,
 FB1996'450 FEET NORTHEAST OF A 1-STORY HOUSE AT THE JUNCTION OF A COUNTY
 FB1996'ROAD LEADING NORTHWEST, 100 FEET NORTHWEST OF THE JUNCTION OF
 FB1996'THE VALLEY VIEW ROAD, 78.5 FEET SOUTHWEST OF THE SOUTH CORNER OF
 FB1996'THE SCHOOL BUILDING, 94.4 FEET SOUTH OF THE SOUTHWEST CORNER,
 FB1996'50 FEET SOUTHWEST OF A PUMP, AND AT THE BASE OF A 4-INCH MAPLE
 FB1996'TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT
 FB1996'580 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1995 ***********************************************************************
 FB1995  DESIGNATION -  LHT 581
 FB1995  PID         -  FB1995
 FB1995  STATE/COUNTY-  TN/BLOUNT
 FB1995  USGS QUAD   -  BLOCKHOUSE (1966)
 FB1995
 FB1995                         *CURRENT SURVEY CONTROL
 FB1995  ___________________________________________________________________
 FB1995* NAD 83(1986)-  35 44 43.     (N)    083 54 14.     (W)     SCALED    
 FB1995* NAVD 88     -       296.28   (+/-2cm)     972.0    (feet)  VERTCON   
 FB1995  ___________________________________________________________________
 FB1995  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FB1995
 FB1995  VERT ORDER  -  ? (See Below)
 FB1995
 FB1995.The horizontal coordinates were scaled from a topographic map and have
 FB1995.an estimated accuracy of +/- 6 seconds.
 FB1995
 FB1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1995.The vertical order pertains to the NGVD 29 superseded value.
 FB1995
 FB1995.The geoid height was determined by GEOID03.
 FB1995
 FB1995;                    North         East    Units  Estimated Accuracy
 FB1995;SPC TN       -   158,680.      789,580.      MT  (+/- 180 meters Scaled)
 FB1995
 FB1995                          SUPERSEDED SURVEY CONTROL
 FB1995
 FB1995  NGVD 29 (??/??/92)  296.402  (m)          972.45   (f) ADJ UNCH    ?  
 FB1995
 FB1995.Superseded values are not recommended for survey control.
 FB1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1995.See file dsdata.txt to determine how the superseded data were derived.
 FB1995
 FB1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV374595(NAD 83)
 FB1995_MARKER: DD = SURVEY DISK
 FB1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1995_STAMPING: LHT 581 1938
 FB1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1995+STABILITY: SURFACE MOTION
 FB1995
 FB1995  HISTORY     - Date     Condition        Report By
 FB1995  HISTORY     - 1938     MONUMENTED       TVA
 FB1995
 FB1995                          STATION DESCRIPTION
 FB1995
 FB1995'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1995'3.9 MI E FROM MARYVILLE.
 FB1995'3.9 MILES EAST ALONG THE 1938 LOCATION OF STATE HIGHWAY 73 FROM
 FB1995'THE INTERSECTION OF U.S. HIGHWAY 129 AT MARYVILLE, AT THE JUNCTION
 FB1995'OF THE PINE LEVEL CHURCH ROAD, 450 FEET SOUTHWEST OF A 1-STORY
 FB1995'FRAME HOUSE ON A HILLTOP, 450 FEET SOUTHEAST OF A 1-1/2 STORY
 FB1995'FRAME HOUSE, 125 FEET SOUTHWEST OF A 20-INCH PINE TREE, 110 FEET
 FB1995'SOUTHWEST OF THE ROAD JUNCTION, 60 FEET EAST OF A 1-STORY FRAME
 FB1995'HOUSE IN A MAPLE GROVE, 60 FEET NORTHWEST OF A GARAGE, 52.0
 FB1995'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 14.8
 FB1995'FEET NORTH OF A POWER-TRANSMISSION LINE POLE, IN A VACANT LOT,
 FB1995'AND AT THE NORTH SIDE OF A HEDGE.  A TENNESSEE VALLEY AUTHORITY
 FB1995'STANDARD DISK, STAMPED LHT 581 1938 AND SET IN THE TOP OF A
 FB1995'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1993 ***********************************************************************
 FB1993  DESIGNATION -  LHT 582
 FB1993  PID         -  FB1993
 FB1993  STATE/COUNTY-  TN/BLOUNT
 FB1993  USGS QUAD   -  MARYVILLE (1979)
 FB1993
 FB1993                         *CURRENT SURVEY CONTROL
 FB1993  ___________________________________________________________________
 FB1993* NAD 83(1986)-  35 45 05.     (N)    083 56 10.     (W)     SCALED    
 FB1993* NAVD 88     -       315.08   (+/-2cm)    1033.7    (feet)  VERTCON   
 FB1993  ___________________________________________________________________
 FB1993  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FB1993
 FB1993  VERT ORDER  -  ? (See Below)
 FB1993
 FB1993.The horizontal coordinates were scaled from a topographic map and have
 FB1993.an estimated accuracy of +/- 6 seconds.
 FB1993
 FB1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1993.The vertical order pertains to the NGVD 29 superseded value.
 FB1993
 FB1993.The geoid height was determined by GEOID03.
 FB1993
 FB1993;                    North         East    Units  Estimated Accuracy
 FB1993;SPC TN       -   159,300.      786,650.      MT  (+/- 180 meters Scaled)
 FB1993
 FB1993                          SUPERSEDED SURVEY CONTROL
 FB1993
 FB1993  NGVD 29 (??/??/92)  315.205  (m)         1034.14   (f) ADJ UNCH    ?  
 FB1993
 FB1993.Superseded values are not recommended for survey control.
 FB1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1993.See file dsdata.txt to determine how the superseded data were derived.
 FB1993
 FB1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV345603(NAD 83)
 FB1993_MARKER: DD = SURVEY DISK
 FB1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1993_STAMPING: LHT 582 1938
 FB1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1993+STABILITY: SURFACE MOTION
 FB1993
 FB1993  HISTORY     - Date     Condition        Report By
 FB1993  HISTORY     - 1938     MONUMENTED       TVA
 FB1993
 FB1993                          STATION DESCRIPTION
 FB1993
 FB1993'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1993'1.9 MI E FROM MARYVILLE.
 FB1993'1.9 MILES EAST ALONG THE 1938 LOCATION OF STATE HIGHWAY 73 FROM
 FB1993'THE INTERSECTION OF U.S. HIGHWAY 129 AT MARYVILLE, BLOUNT
 FB1993'COUNTY, 500 FEET NORTHEAST OF A 1-1/2-STORY HOUSE, AT THE JUNCTION
 FB1993'OF A ROAD LEADING SOUTH, 275 FEET SOUTHWEST OF THE NORTHWEST
 FB1993'CORNER OF GRANDVIEW CEMETERY, AT UNION SCHOOL, AT THE SOUTHEAST
 FB1993'EDGE OF AN OAK GROVE ON THE SCHOOL CAMPUS, 110 FEET SOUTHEAST
 FB1993'OF A FOUNTAIN, 50 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL
 FB1993'BUILDING, 51.1 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL
 FB1993'GROUNDS (BUILDING), 21.1 FEET WEST OF A PUMP, AND AT THE BASE OF
 FB1993'A 14-INCH OAK TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1993'DISK, STAMPED LHT 582 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1992 ***********************************************************************
 FB1992  DESIGNATION -  LHT 583
 FB1992  PID         -  FB1992
 FB1992  STATE/COUNTY-  TN/BLOUNT
 FB1992  USGS QUAD   -  MARYVILLE (1979)
 FB1992
 FB1992                         *CURRENT SURVEY CONTROL
 FB1992  ___________________________________________________________________
 FB1992* NAD 83(1986)-  35 45 13.     (N)    083 56 56.     (W)     SCALED    
 FB1992* NAVD 88     -       292.33   (+/-2cm)     959.1    (feet)  VERTCON   
 FB1992  ___________________________________________________________________
 FB1992  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FB1992
 FB1992  VERT ORDER  -  ? (See Below)
 FB1992
 FB1992.The horizontal coordinates were scaled from a topographic map and have
 FB1992.an estimated accuracy of +/- 6 seconds.
 FB1992
 FB1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1992.The vertical order pertains to the NGVD 29 superseded value.
 FB1992
 FB1992.The geoid height was determined by GEOID03.
 FB1992
 FB1992;                    North         East    Units  Estimated Accuracy
 FB1992;SPC TN       -   159,520.      785,490.      MT  (+/- 180 meters Scaled)
 FB1992
 FB1992                          SUPERSEDED SURVEY CONTROL
 FB1992
 FB1992  NGVD 29 (??/??/92)  292.449  (m)          959.48   (f) ADJ UNCH    ?  
 FB1992
 FB1992.Superseded values are not recommended for survey control.
 FB1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1992.See file dsdata.txt to determine how the superseded data were derived.
 FB1992
 FB1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV333606(NAD 83)
 FB1992_MARKER: DD = SURVEY DISK
 FB1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1992_STAMPING: LHT 583 1938
 FB1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1992+STABILITY: SURFACE MOTION
 FB1992
 FB1992  HISTORY     - Date     Condition        Report By
 FB1992  HISTORY     - 1938     MONUMENTED       TVA
 FB1992
 FB1992                          STATION DESCRIPTION
 FB1992
 FB1992'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1992'1.1 MI E FROM MARYVILLE.
 FB1992'1.1 MILES EAST ALONG THE 1938 LOCATION OF STATE HIGHWAY 73 FROM
 FB1992'THE INTERSECTION OF U.S. HIGHWAY 129 AT MARYVILLE, AT THE
 FB1992'SOUTHEAST CORNER OF THE JUNCTION OF A ROAD LEADING SOUTH, ABOUT
 FB1992'250 FEET NORTH OF A 1-STORY HOUSE, 110 FEET SOUTHEAST OF A
 FB1992'6-INCH CEDAR TREE, 100 FEET SOUTHEAST OF THE ROAD JUNCTION, 80
 FB1992'FEET SOUTHWEST OF POWER-TRANSMISSION-LINE POLE 16, 75 FEET
 FB1992'NORTHEAST OF A 6-INCH CEDAR TREE, ON A SMALL SLOPE IN AN
 FB1992'UNCULTIVATED FIELD BETWEEN A SMALL DRAW AND THE HIGHWAY, 66.0
 FB1992'FEET SOUTHEAST OF A POLE AT AN ANGLE IN A ROW OF POLES, AND
 FB1992'46.6 FEET SOUTHWEST OF A POWER-TRANSMISSION-LINE GUY-POLE.
 FB1992'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 583 1938
 FB1992'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1805 ***********************************************************************
 FB1805  DESIGNATION -  LHT 584
 FB1805  PID         -  FB1805
 FB1805  STATE/COUNTY-  TN/SEVIER
 FB1805  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1805
 FB1805                         *CURRENT SURVEY CONTROL
 FB1805  ___________________________________________________________________
 FB1805* NAD 83(1986)-  35 54 33.     (N)    083 34 51.     (W)     SCALED    
 FB1805* NAVD 88     -       278.22   (+/-2cm)     912.8    (feet)  VERTCON   
 FB1805  ___________________________________________________________________
 FB1805  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1805
 FB1805  VERT ORDER  -  ? (See Below)
 FB1805
 FB1805.The horizontal coordinates were scaled from a topographic map and have
 FB1805.an estimated accuracy of +/- 6 seconds.
 FB1805
 FB1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1805.The vertical order pertains to the NGVD 29 superseded value.
 FB1805
 FB1805.The geoid height was determined by GEOID03.
 FB1805
 FB1805;                    North         East    Units  Estimated Accuracy
 FB1805;SPC TN       -   177,540.      818,340.      MT  (+/- 180 meters Scaled)
 FB1805
 FB1805                          SUPERSEDED SURVEY CONTROL
 FB1805
 FB1805  NGVD 29 (??/??/92)  278.362  (m)          913.26   (f) ADJ UNCH    ?  
 FB1805
 FB1805.Superseded values are not recommended for survey control.
 FB1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1805.See file dsdata.txt to determine how the superseded data were derived.
 FB1805
 FB1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV671769(NAD 83)
 FB1805_MARKER: DD = SURVEY DISK
 FB1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1805_STAMPING: LHT 584 1938
 FB1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1805+STABILITY: SURFACE MOTION
 FB1805
 FB1805  HISTORY     - Date     Condition        Report By
 FB1805  HISTORY     - 1938     MONUMENTED       TVA
 FB1805
 FB1805                          STATION DESCRIPTION
 FB1805
 FB1805'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1805'AT CATLETTSBURG.
 FB1805'AT CATLETTSBURG, ACROSS LITTLE PIGEON RIVER FROM EWING, 750 FEET
 FB1805'EAST OF THE RIVER, ON THE KYKERS FERRY ROAD, AT THE Y-INTERSECTION
 FB1805'OF A ROAD LEADING TO THE RIVER, 112 FEET SOUTH OF THE FRED C ACHLEY
 FB1805'STORE, 48.6 FEET SOUTHWEST OF A 6-INCH CEDAR TREE, 5 FEET WEST
 FB1805'OF THE ROAD, 2.3 FEET NORTH OF A POLE, AND 1 FOOT EAST OF A
 FB1805'WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1805'LHT 584 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1806 ***********************************************************************
 FB1806  DESIGNATION -  LHT 585
 FB1806  PID         -  FB1806
 FB1806  STATE/COUNTY-  TN/SEVIER
 FB1806  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1806
 FB1806                         *CURRENT SURVEY CONTROL
 FB1806  ___________________________________________________________________
 FB1806* NAD 83(1986)-  35 54 17.     (N)    083 34 14.     (W)     SCALED    
 FB1806* NAVD 88     -       277.96   (+/-2cm)     911.9    (feet)  VERTCON   
 FB1806  ___________________________________________________________________
 FB1806  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FB1806
 FB1806  VERT ORDER  -  ? (See Below)
 FB1806
 FB1806.The horizontal coordinates were scaled from a topographic map and have
 FB1806.an estimated accuracy of +/- 6 seconds.
 FB1806
 FB1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1806.The vertical order pertains to the NGVD 29 superseded value.
 FB1806
 FB1806.The geoid height was determined by GEOID03.
 FB1806
 FB1806;                    North         East    Units  Estimated Accuracy
 FB1806;SPC TN       -   177,070.      819,280.      MT  (+/- 180 meters Scaled)
 FB1806
 FB1806                          SUPERSEDED SURVEY CONTROL
 FB1806
 FB1806  NGVD 29 (??/??/92)  278.106  (m)          912.42   (f) ADJ UNCH    ?  
 FB1806
 FB1806.Superseded values are not recommended for survey control.
 FB1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1806.See file dsdata.txt to determine how the superseded data were derived.
 FB1806
 FB1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV680764(NAD 83)
 FB1806_MARKER: DD = SURVEY DISK
 FB1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1806_STAMPING: LHT 585 1938
 FB1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1806+STABILITY: SURFACE MOTION
 FB1806
 FB1806  HISTORY     - Date     Condition        Report By
 FB1806  HISTORY     - 1938     MONUMENTED       TVA
 FB1806
 FB1806                          STATION DESCRIPTION
 FB1806
 FB1806'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1806'0.3 MI S FROM CATLETTSBURG.
 FB1806'0.3 MILE SOUTH ALONG THE KYKERS FERRY ROAD FROM CATLETTSBURG,
 FB1806'SEVIER COUNTY, THENCE 0.6 MILE EAST ALONG THE POWDER SPRINGS
 FB1806'ROAD, NEAR THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, ON THE
 FB1806'J.H. ELDER PROPERTY, 80 FEET NORTHWEST OF THE HOUSE, 75 FEET
 FB1806'SOUTHEAST OF THE SPRING HOUSE, 40 FEET NORTHEAST OF THE EAST
 FB1806'END OF A CULVERT, 27 FEET SOUTH OF THE ANGLE MADE BY THE
 FB1806'INTERSECTION OF TWO PATHS, 25 FEET SOUTHEAST OF THE ROAD, 24.5
 FB1806'FEET NORTHWEST OF A 14-INCH LOCUST TREE, 21.8 FEET SOUTHEAST OF
 FB1806'A 2-INCH LOCUST TREE, AT THE TOE OF A SLOPE, AND 3 FEET LOWER
 FB1806'THAN THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1806'STAMPED LHT 585 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1807 ***********************************************************************
 FB1807  DESIGNATION -  LHT 586
 FB1807  PID         -  FB1807
 FB1807  STATE/COUNTY-  TN/SEVIER
 FB1807  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1807
 FB1807                         *CURRENT SURVEY CONTROL
 FB1807  ___________________________________________________________________
 FB1807* NAD 83(1986)-  35 54 45.     (N)    083 33 29.     (W)     SCALED    
 FB1807* NAVD 88     -       296.38   (+/-2cm)     972.4    (feet)  VERTCON   
 FB1807  ___________________________________________________________________
 FB1807  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB1807
 FB1807  VERT ORDER  -  ? (See Below)
 FB1807
 FB1807.The horizontal coordinates were scaled from a topographic map and have
 FB1807.an estimated accuracy of +/- 6 seconds.
 FB1807
 FB1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1807.The vertical order pertains to the NGVD 29 superseded value.
 FB1807
 FB1807.The geoid height was determined by GEOID03.
 FB1807
 FB1807;                    North         East    Units  Estimated Accuracy
 FB1807;SPC TN       -   177,960.      820,380.      MT  (+/- 180 meters Scaled)
 FB1807
 FB1807                          SUPERSEDED SURVEY CONTROL
 FB1807
 FB1807  NGVD 29 (??/??/92)  296.525  (m)          972.85   (f) ADJ UNCH    ?  
 FB1807
 FB1807.Superseded values are not recommended for survey control.
 FB1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1807.See file dsdata.txt to determine how the superseded data were derived.
 FB1807
 FB1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV691772(NAD 83)
 FB1807_MARKER: DD = SURVEY DISK
 FB1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1807_STAMPING: LHT 586 1938
 FB1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1807+STABILITY: SURFACE MOTION
 FB1807
 FB1807  HISTORY     - Date     Condition        Report By
 FB1807  HISTORY     - 1938     MONUMENTED       TVA
 FB1807
 FB1807                          STATION DESCRIPTION
 FB1807
 FB1807'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1807'1.1 MI SW FROM POWDER SPRINGS.
 FB1807'1.1 MILES SOUTHWEST ALONG A ROAD FROM POWDER SPRINGS, 0.15 MILE
 FB1807'SOUTHWEST OF THE JUNCTION OF A ROAD LEADING NORTH TO ALDER BRANCH,
 FB1807'AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, ON THE ROBERT
 FB1807'FOX PROPERTY, 125 FEET WEST OF A LARGE BARN, 65 FEET NORTHEAST
 FB1807'OF THE SIDE ROAD, 15 FEET SOUTHEAST OF THE POWDER SPRINGS ROAD,
 FB1807'46.1 FEET SOUTHEAST OF A MAIL-BOX POST, 36 FEET NORTH OF THE
 FB1807'FOX HOUSE, 18 FEET NORTHEAST OF A 5-INCH MAPLE TREE, AND 6 FEET
 FB1807'SOUTH OF A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1807'DISK, STAMPED LHT 586 1938 AND SET IN THE TOP OF A CONCRETE
 FB1807'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1809 ***********************************************************************
 FB1809  DESIGNATION -  LHT 587
 FB1809  PID         -  FB1809
 FB1809  STATE/COUNTY-  TN/SEVIER
 FB1809  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1809
 FB1809                         *CURRENT SURVEY CONTROL
 FB1809  ___________________________________________________________________
 FB1809* NAD 83(1986)-  35 55 29.     (N)    083 32 33.     (W)     SCALED    
 FB1809* NAVD 88     -       273.11   (+/-2cm)     896.0    (feet)  VERTCON   
 FB1809  ___________________________________________________________________
 FB1809  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1809
 FB1809  VERT ORDER  -  ? (See Below)
 FB1809
 FB1809.The horizontal coordinates were scaled from a topographic map and have
 FB1809.an estimated accuracy of +/- 6 seconds.
 FB1809
 FB1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1809.The vertical order pertains to the NGVD 29 superseded value.
 FB1809
 FB1809.The geoid height was determined by GEOID03.
 FB1809
 FB1809;                    North         East    Units  Estimated Accuracy
 FB1809;SPC TN       -   179,350.      821,750.      MT  (+/- 180 meters Scaled)
 FB1809
 FB1809                          SUPERSEDED SURVEY CONTROL
 FB1809
 FB1809  NGVD 29 (??/??/92)  273.266  (m)          896.54   (f) ADJ UNCH    ?  
 FB1809
 FB1809.Superseded values are not recommended for survey control.
 FB1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1809.See file dsdata.txt to determine how the superseded data were derived.
 FB1809
 FB1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV706785(NAD 83)
 FB1809_MARKER: DD = SURVEY DISK
 FB1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1809_STAMPING: LHT 587 1938
 FB1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1809+STABILITY: SURFACE MOTION
 FB1809
 FB1809  HISTORY     - Date     Condition        Report By
 FB1809  HISTORY     - 1938     MONUMENTED       TVA
 FB1809
 FB1809                          STATION DESCRIPTION
 FB1809
 FB1809'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1809'0.3 MI N FROM POWDER SPRINGS.
 FB1809'0.3 MILE NORTH OF POWDER SPRINGS, 15 FEET NORTH OF LITTLE
 FB1809'MILLICAN CREEK, 19.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FB1809'HEADWALL OF A CONCRETE CULVERT, ON THE PROPERTY OF DR. A.W.
 FB1809'ROBERTS, AT A STORE BUILDING, 2.7 FEET SOUTHWEST OF THE SOUTHWEST
 FB1809'CORNER OF THE STORE, AT A ROAD JUNCTION, 25 FEET SOUTH OF THE
 FB1809'SIDE ROAD, AND 18 FEET EAST OF THE POWDER SPRINGS ROAD.  A
 FB1809'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 587 1938
 FB1809'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1810 ***********************************************************************
 FB1810  DESIGNATION -  LHT 588
 FB1810  PID         -  FB1810
 FB1810  STATE/COUNTY-  TN/SEVIER
 FB1810  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1810
 FB1810                         *CURRENT SURVEY CONTROL
 FB1810  ___________________________________________________________________
 FB1810* NAD 83(1986)-  35 56 18.     (N)    083 32 32.     (W)     SCALED    
 FB1810* NAVD 88     -       289.87   (+/-2cm)     951.0    (feet)  VERTCON   
 FB1810  ___________________________________________________________________
 FB1810  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1810
 FB1810  VERT ORDER  -  ? (See Below)
 FB1810
 FB1810.The horizontal coordinates were scaled from a topographic map and have
 FB1810.an estimated accuracy of +/- 6 seconds.
 FB1810
 FB1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1810.The vertical order pertains to the NGVD 29 superseded value.
 FB1810
 FB1810.The geoid height was determined by GEOID03.
 FB1810
 FB1810;                    North         East    Units  Estimated Accuracy
 FB1810;SPC TN       -   180,860.      821,740.      MT  (+/- 180 meters Scaled)
 FB1810
 FB1810                          SUPERSEDED SURVEY CONTROL
 FB1810
 FB1810  NGVD 29 (??/??/92)  290.023  (m)          951.52   (f) ADJ UNCH    ?  
 FB1810
 FB1810.Superseded values are not recommended for survey control.
 FB1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1810.See file dsdata.txt to determine how the superseded data were derived.
 FB1810
 FB1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV706800(NAD 83)
 FB1810_MARKER: DD = SURVEY DISK
 FB1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1810_STAMPING: LHT 588 1938
 FB1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1810+STABILITY: SURFACE MOTION
 FB1810
 FB1810  HISTORY     - Date     Condition        Report By
 FB1810  HISTORY     - 1938     MONUMENTED       TVA
 FB1810
 FB1810                          STATION DESCRIPTION
 FB1810
 FB1810'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1810'1.2 MI N FROM POWDER SPRINGS.
 FB1810'1.2 MILES NORTH ALONG THE STOKELY FERRY ROAD FROM POWDER SPRINGS,
 FB1810'0.6 MILE SOUTH OF THE UNION GROVE CHURCH AND CEMETERY, 600 FEET
 FB1810'NORTHEAST OF A TWO-STORY HOUSE, ON THE PROPERTY OF MRS. C.B.
 FB1810'ROBERTS, 300 FEET SOUTH OF THE ROBERTS HOUSE, 55.7 FEET EAST
 FB1810'OF A 12-INCH CHERRY TREE, 9 FEET EAST OF THE ROAD, 7.4 FEET
 FB1810'NORTHWEST OF THE INTERSECTION OF TWO FENCES, AND 5 FEET NORTHEAST
 FB1810'OF THE FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1810'DISK, STAMPED LHT 588 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2394 ***********************************************************************
 GA2394  DESIGNATION -  LHT 597
 GA2394  PID         -  GA2394
 GA2394  STATE/COUNTY-  TN/JEFFERSON
 GA2394  USGS QUAD   -  NEW MARKET (1987)
 GA2394
 GA2394                         *CURRENT SURVEY CONTROL
 GA2394  ___________________________________________________________________
 GA2394* NAD 83(1986)-  36 00 41.     (N)    083 31 57.     (W)     SCALED    
 GA2394* NAVD 88     -       308.989  (meters)    1013.74   (feet)  ADJUSTED  
 GA2394  ___________________________________________________________________
 GA2394  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA2394  DYNAMIC HT  -         308.702 (meters)    1012.80  (feet)  COMP
 GA2394  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 GA2394
 GA2394  VERT ORDER  -  SECOND    CLASS 0
 GA2394
 GA2394.The horizontal coordinates were scaled from a topographic map and have
 GA2394.an estimated accuracy of +/- 6 seconds.
 GA2394
 GA2394.The orthometric height was determined by differential leveling
 GA2394.and adjusted by the National Geodetic Survey in June 1991..
 GA2394
 GA2394.The geoid height was determined by GEOID03.
 GA2394
 GA2394.The dynamic height is computed by dividing the NAVD 88
 GA2394.geopotential number by the normal gravity value computed on the
 GA2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2394.degrees latitude (g = 980.6199 gals.).
 GA2394
 GA2394.The modeled gravity was interpolated from observed gravity values.
 GA2394
 GA2394;                    North         East    Units  Estimated Accuracy
 GA2394;SPC TN       -   188,980.      822,410.      MT  (+/- 180 meters Scaled)
 GA2394
 GA2394                          SUPERSEDED SURVEY CONTROL
 GA2394
 GA2394  NGVD 29 (??/??/92)  309.166  (m)         1014.32   (f) ADJ UNCH    2 0
 GA2394
 GA2394.Superseded values are not recommended for survey control.
 GA2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2394.See file dsdata.txt to determine how the superseded data were derived.
 GA2394
 GA2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV717881(NAD 83)
 GA2394_MARKER: DD = SURVEY DISK
 GA2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2394_STAMPING: LHT 597 1938
 GA2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2394+STABILITY: SURFACE MOTION
 GA2394
 GA2394  HISTORY     - Date     Condition        Report By
 GA2394  HISTORY     - 1938     MONUMENTED       TVA
 GA2394  HISTORY     - 1936     GOOD             TVA
 GA2394  HISTORY     - 1961     MARK NOT FOUND   TVA
 GA2394
 GA2394                          STATION DESCRIPTION
 GA2394
 GA2394'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1936
 GA2394'1.1 MI S FROM PIEDMONT.
 GA2394'1.1 MILES SOUTH ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON
 GA2394'COUNTY, 0.5 MILE SOUTH OF THE JUNCTION OF THE PIEDMONT-DUMPLIN
 GA2394'ROAD, 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, AT
 GA2394'THE JUNCTION OF A ROAD LEADING WEST, 75 FEET SOUTH OF A HOUSE,
 GA2394'44.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WOODSHED, 50
 GA2394'FEET SOUTHEAST OF THE JUNCTION OF THE SIDE ROAD, 10 FEET NORTHEAST
 GA2394'OF THE COUNTY ROAD, AND 4.3 FEET NORTHEAST OF A FENCE CORNER.
 GA2394'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 597 1938
 GA2394'AND SET IN THE TOP OF A CONCRETE POST.
 GA2394
 GA2394                          STATION RECOVERY (1961)
 GA2394
 GA2394'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 GA2394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1811 ***********************************************************************
 FB1811  DESIGNATION -  LHT 598
 FB1811  PID         -  FB1811
 FB1811  STATE/COUNTY-  TN/JEFFERSON
 FB1811  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1811
 FB1811                         *CURRENT SURVEY CONTROL
 FB1811  ___________________________________________________________________
 FB1811* NAD 83(1986)-  35 59 25.     (N)    083 30 59.     (W)     SCALED    
 FB1811* NAVD 88     -       337.04   (+/-2cm)    1105.8    (feet)  VERTCON   
 FB1811  ___________________________________________________________________
 FB1811  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FB1811
 FB1811  VERT ORDER  -  ? (See Below)
 FB1811
 FB1811.The horizontal coordinates were scaled from a topographic map and have
 FB1811.an estimated accuracy of +/- 6 seconds.
 FB1811
 FB1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1811.The vertical order pertains to the NGVD 29 superseded value.
 FB1811
 FB1811.The geoid height was determined by GEOID03.
 FB1811
 FB1811;                    North         East    Units  Estimated Accuracy
 FB1811;SPC TN       -   186,680.      823,920.      MT  (+/- 180 meters Scaled)
 FB1811
 FB1811                          SUPERSEDED SURVEY CONTROL
 FB1811
 FB1811  NGVD 29 (??/??/92)  337.213  (m)         1106.34   (f) ADJ UNCH    ?  
 FB1811
 FB1811.Superseded values are not recommended for survey control.
 FB1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1811.See file dsdata.txt to determine how the superseded data were derived.
 FB1811
 FB1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV731857(NAD 83)
 FB1811_MARKER: DD = SURVEY DISK
 FB1811_SETTING: 66 = SET IN ROCK OUTCROP
 FB1811_SP_SET: ROCK OUTCROP
 FB1811_STAMPING: LHT 598 1938
 FB1811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1811+STABILITY: POSITION/ELEVATION WELL
 FB1811
 FB1811  HISTORY     - Date     Condition        Report By
 FB1811  HISTORY     - 1938     MONUMENTED       TVA
 FB1811  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1811
 FB1811                          STATION DESCRIPTION
 FB1811
 FB1811'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1811'3 MI S FROM PIEDMONT.
 FB1811'3 MILES SOUTH ALONG A COUNTY ROAD FROM PIEDMONT, JEFFERSON
 FB1811'COUNTY, AT DEEP SPRINGS, 100 FEET NORTH OF DEEP SPRINGS CHURCH,
 FB1811'76 FEET EAST OF DEEP SPRINGS SCHOOL, AT THE JUNCTION OF A ROAD
 FB1811'LEADING NORTHEAST, 36 FEET EAST OF THE COUNTY ROAD, 36 FEET
 FB1811'NORTH OF THE SIDE ROAD, 25 FEET WEST OF A SINK HOLE, 13.5 FEET
 FB1811'NORTH OF A 12-INCH CEDAR TREE, 12 FEET SOUTHEAST OF A 5-INCH
 FB1811'WALNUT TREE, AND IN THE TOP OF A ROCK OUTCROP.  A TENNESSEE
 FB1811'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 598 1938.
 FB1811
 FB1811                          STATION RECOVERY (1969)
 FB1811
 FB1811'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1812 ***********************************************************************
 FB1812  DESIGNATION -  LHT 599
 FB1812  PID         -  FB1812
 FB1812  STATE/COUNTY-  TN/JEFFERSON
 FB1812  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1812
 FB1812                         *CURRENT SURVEY CONTROL
 FB1812  ___________________________________________________________________
 FB1812* NAD 83(1986)-  35 58 51.     (N)    083 30 40.     (W)     SCALED    
 FB1812* NAVD 88     -       330.25   (+/-2cm)    1083.5    (feet)  VERTCON   
 FB1812  ___________________________________________________________________
 FB1812  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FB1812
 FB1812  VERT ORDER  -  ? (See Below)
 FB1812
 FB1812.The horizontal coordinates were scaled from a topographic map and have
 FB1812.an estimated accuracy of +/- 6 seconds.
 FB1812
 FB1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1812.The vertical order pertains to the NGVD 29 superseded value.
 FB1812
 FB1812.The geoid height was determined by GEOID03.
 FB1812
 FB1812;                    North         East    Units  Estimated Accuracy
 FB1812;SPC TN       -   185,640.      824,430.      MT  (+/- 180 meters Scaled)
 FB1812
 FB1812                          SUPERSEDED SURVEY CONTROL
 FB1812
 FB1812  NGVD 29 (??/??/92)  330.417  (m)         1084.04   (f) ADJ UNCH    ?  
 FB1812
 FB1812.Superseded values are not recommended for survey control.
 FB1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1812.See file dsdata.txt to determine how the superseded data were derived.
 FB1812
 FB1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV736847(NAD 83)
 FB1812_MARKER: DD = SURVEY DISK
 FB1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1812_STAMPING: LHT 599 1938
 FB1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1812+STABILITY: SURFACE MOTION
 FB1812
 FB1812  HISTORY     - Date     Condition        Report By
 FB1812  HISTORY     - 1938     MONUMENTED       TVA
 FB1812
 FB1812                          STATION DESCRIPTION
 FB1812
 FB1812'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1812'3.8 MI S FROM PIEDMONT.
 FB1812'3.8 MILES SOUTH ALONG A COUNTY ROAD FROM PIEDMONT, 0.8 MILE
 FB1812'SOUTH OF DEEP SPRINGS, ON THE J.W. MOORE PROPERTY, 115 FEET
 FB1812'SOUTHEAST OF THE HOUSE, 43.7 FEET SOUTHEAST OF AN 8-INCH MAPLE
 FB1812'TREE, 9 FEET SOUTH OF THE DRIVEWAY TO THE GARAGE, 8 FEET WEST OF
 FB1812'THE COUNTY ROAD, 4 FEET NORTHWEST OF A FENCE CORNER, AND 3.4
 FB1812'FEET NORTHEAST OF A 4-INCH POPLAR TREE.  A TENNESSEE VALLEY
 FB1812'AUTHORITY STANDARD DISK, STAMPED LHT 599 1938 AND SET IN THE TOP
 FB1812'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1814 ***********************************************************************
 FB1814  DESIGNATION -  LHT 601
 FB1814  PID         -  FB1814
 FB1814  STATE/COUNTY-  TN/SEVIER
 FB1814  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1814
 FB1814                         *CURRENT SURVEY CONTROL
 FB1814  ___________________________________________________________________
 FB1814* NAD 83(1986)-  35 55 50.     (N)    083 37 07.     (W)     SCALED    
 FB1814* NAVD 88     -       273.98   (+/-2cm)     898.9    (feet)  VERTCON   
 FB1814  ___________________________________________________________________
 FB1814  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB1814
 FB1814  VERT ORDER  -  ? (See Below)
 FB1814
 FB1814.The horizontal coordinates were scaled from a topographic map and have
 FB1814.an estimated accuracy of +/- 6 seconds.
 FB1814
 FB1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1814.The vertical order pertains to the NGVD 29 superseded value.
 FB1814
 FB1814.The geoid height was determined by GEOID03.
 FB1814
 FB1814;                    North         East    Units  Estimated Accuracy
 FB1814;SPC TN       -   179,830.      814,870.      MT  (+/- 180 meters Scaled)
 FB1814
 FB1814                          SUPERSEDED SURVEY CONTROL
 FB1814
 FB1814  NGVD 29 (??/??/92)  274.120  (m)          899.34   (f) ADJ UNCH    ?  
 FB1814
 FB1814.Superseded values are not recommended for survey control.
 FB1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1814.See file dsdata.txt to determine how the superseded data were derived.
 FB1814
 FB1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV637794(NAD 83)
 FB1814_MARKER: DD = SURVEY DISK
 FB1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1814_STAMPING: LHT 601 1938
 FB1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1814+STABILITY: SURFACE MOTION
 FB1814
 FB1814  HISTORY     - Date     Condition        Report By
 FB1814  HISTORY     - 1938     MONUMENTED       TVA
 FB1814
 FB1814                          STATION DESCRIPTION
 FB1814
 FB1814'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1814'0.7 MI N FROM REVILO.
 FB1814'0.7 MILE NORTH ALONG A COUNTY ROAD FROM REVILO, 0.4 MILE SOUTHWEST
 FB1814'OF HODGES FERRY ACROSS FRENCH BROAD RIVER, 600 FEET SOUTHEAST
 FB1814'OF THE RIVER, ON THE O.C. HARDIN PROPERTY, 45 FEET NORTHEAST
 FB1814'OF THE HOUSE, 36.7 FEET SOUTHWEST OF POLE 881, 21.2 FEET SOUTH
 FB1814'OF A 10-INCH MAPLE TREE, 9 FEET SOUTH OF A 10-INCH CEDAR TREE,
 FB1814'7 FEET WEST OF THE HODGES FERRY ROAD, AND 2 FEET NORTHWEST OF
 FB1814'A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1814'STAMPED LHT 601 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1817 ***********************************************************************
 FB1817  DESIGNATION -  LHT 602
 FB1817  PID         -  FB1817
 FB1817  STATE/COUNTY-  TN/SEVIER
 FB1817  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1817
 FB1817                         *CURRENT SURVEY CONTROL
 FB1817  ___________________________________________________________________
 FB1817* NAD 83(1986)-  35 56 19.     (N)    083 36 52.     (W)     SCALED    
 FB1817* NAVD 88     -       280.40   (+/-2cm)     919.9    (feet)  VERTCON   
 FB1817  ___________________________________________________________________
 FB1817  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1817
 FB1817  VERT ORDER  -  ? (See Below)
 FB1817
 FB1817.The horizontal coordinates were scaled from a topographic map and have
 FB1817.an estimated accuracy of +/- 6 seconds.
 FB1817
 FB1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1817.The vertical order pertains to the NGVD 29 superseded value.
 FB1817
 FB1817.The geoid height was determined by GEOID03.
 FB1817
 FB1817;                    North         East    Units  Estimated Accuracy
 FB1817;SPC TN       -   180,730.      815,230.      MT  (+/- 180 meters Scaled)
 FB1817
 FB1817                          SUPERSEDED SURVEY CONTROL
 FB1817
 FB1817  NGVD 29 (??/??/92)  280.548  (m)          920.43   (f) ADJ UNCH    ?  
 FB1817
 FB1817.Superseded values are not recommended for survey control.
 FB1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1817.See file dsdata.txt to determine how the superseded data were derived.
 FB1817
 FB1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV641802(NAD 83)
 FB1817_MARKER: DD = SURVEY DISK
 FB1817_SETTING: 66 = SET IN ROCK OUTCROP
 FB1817_SP_SET: ROCK OUTCROP
 FB1817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1817+STABILITY: POSITION/ELEVATION WELL
 FB1817
 FB1817  HISTORY     - Date     Condition        Report By
 FB1817  HISTORY     - UNK      MONUMENTED       TVA
 FB1817  HISTORY     - 1938     GOOD             TVA
 FB1817
 FB1817                          STATION DESCRIPTION
 FB1817
 FB1817'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1817'AT HODGES FERRY.
 FB1817'800 FEET NORTH ALONG A COUNTY ROAD FROM FRENCH BROAD RIVER AT
 FB1817'HODGES FERRY, ON THE VIRGIL CATE PROPERTY, 170 FEET NORTHEAST OF
 FB1817'A LARGE BARN, 90 FEET WEST OF THE HOUSE, 27 FEET EAST OF THE
 FB1817'ROAD, 25.9 FEET NORTHEAST OF A FENCE CORNER, 12 FEET SOUTH
 FB1817'OF A DRIVEWAY, 12.4 FEET SOUTHWEST OF A 4-INCH CEDAR TREE, AND
 FB1817'IN THE TOP OF A ROCK OUTCROP.  A TENNESSEE VALLEY AUTHORITY
 FB1817'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1819 ***********************************************************************
 FB1819  DESIGNATION -  LHT 603
 FB1819  PID         -  FB1819
 FB1819  STATE/COUNTY-  TN/SEVIER
 FB1819  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1819
 FB1819                         *CURRENT SURVEY CONTROL
 FB1819  ___________________________________________________________________
 FB1819* NAD 83(1986)-  35 57 47.     (N)    083 37 02.     (W)     SCALED    
 FB1819* NAVD 88     -       303.23   (+/-2cm)     994.8    (feet)  VERTCON   
 FB1819  ___________________________________________________________________
 FB1819  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1819
 FB1819  VERT ORDER  -  ? (See Below)
 FB1819
 FB1819.The horizontal coordinates were scaled from a topographic map and have
 FB1819.an estimated accuracy of +/- 6 seconds.
 FB1819
 FB1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1819.The vertical order pertains to the NGVD 29 superseded value.
 FB1819
 FB1819.The geoid height was determined by GEOID03.
 FB1819
 FB1819;                    North         East    Units  Estimated Accuracy
 FB1819;SPC TN       -   183,430.      814,910.      MT  (+/- 180 meters Scaled)
 FB1819
 FB1819                          SUPERSEDED SURVEY CONTROL
 FB1819
 FB1819  NGVD 29 (??/??/92)  303.379  (m)          995.34   (f) ADJ UNCH    ?  
 FB1819
 FB1819.Superseded values are not recommended for survey control.
 FB1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1819.See file dsdata.txt to determine how the superseded data were derived.
 FB1819
 FB1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV639830(NAD 83)
 FB1819_MARKER: DD = SURVEY DISK
 FB1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1819+STABILITY: SURFACE MOTION
 FB1819
 FB1819  HISTORY     - Date     Condition        Report By
 FB1819  HISTORY     - UNK      MONUMENTED       TVA
 FB1819  HISTORY     - 1938     GOOD             TVA
 FB1819
 FB1819                          STATION DESCRIPTION
 FB1819
 FB1819'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1819'AT HODGE FERRY.
 FB1819'1.8 MILES NORTH ALONG A COUNTY ROAD FROM HODGES FERRY, AT BEECH
 FB1819'SPRINGS, AT THE JUNCTION OF A ROAD LEADING EAST, ON THE E.S.
 FB1819'UNDERWOOD PROPERTY, 65 FEET WEST OF A TWO STORY-HOUSE, 43 FEET
 FB1819'SOUTHEAST OF THE UNDERWOOD HOUSE, 38.9 FEET SOUTH OF A 6-INCH
 FB1819'MAPLE TREE, 15 FEET WEST OF THE COUNTY ROAD, 9.9 FEET NORTHEAST
 FB1819'OF A POLE, AND 3 FEET NORTHWEST OF A FENCE CORNER.  A TENNESSEE
 FB1819'VALLEY AUTHORITY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FB1819'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1820 ***********************************************************************
 FB1820  DESIGNATION -  LHT 604
 FB1820  PID         -  FB1820
 FB1820  STATE/COUNTY-  TN/SEVIER
 FB1820  USGS QUAD   -  BOYDS CREEK (1986)
 FB1820
 FB1820                         *CURRENT SURVEY CONTROL
 FB1820  ___________________________________________________________________
 FB1820* NAD 83(1986)-  35 58 27.     (N)    083 37 37.     (W)     SCALED    
 FB1820* NAVD 88     -       272.11   (+/-2cm)     892.7    (feet)  VERTCON   
 FB1820  ___________________________________________________________________
 FB1820  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FB1820
 FB1820  VERT ORDER  -  ? (See Below)
 FB1820
 FB1820.The horizontal coordinates were scaled from a topographic map and have
 FB1820.an estimated accuracy of +/- 6 seconds.
 FB1820
 FB1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1820.The vertical order pertains to the NGVD 29 superseded value.
 FB1820
 FB1820.The geoid height was determined by GEOID03.
 FB1820
 FB1820;                    North         East    Units  Estimated Accuracy
 FB1820;SPC TN       -   184,640.      814,000.      MT  (+/- 180 meters Scaled)
 FB1820
 FB1820                          SUPERSEDED SURVEY CONTROL
 FB1820
 FB1820  NGVD 29 (??/??/92)  272.255  (m)          893.22   (f) ADJ UNCH    ?  
 FB1820
 FB1820.Superseded values are not recommended for survey control.
 FB1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1820.See file dsdata.txt to determine how the superseded data were derived.
 FB1820
 FB1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV631842(NAD 83)
 FB1820_MARKER: DD = SURVEY DISK
 FB1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1820_STAMPING: LHT 604 1938
 FB1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1820+STABILITY: SURFACE MOTION
 FB1820
 FB1820  HISTORY     - Date     Condition        Report By
 FB1820  HISTORY     - 1938     MONUMENTED       TVA
 FB1820  HISTORY     - 1961     GOOD             NGS
 FB1820
 FB1820                          STATION DESCRIPTION
 FB1820
 FB1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1820'AT KODAK.
 FB1820'2.8 MILES NORTH ALONG A COUNTY ROAD FROM HODGES FERRY, AT KODAK,
 FB1820'AT THE INTERSECTION OF THE DUMPLIN VALLEY ROAD, ON THE F.T.
 FB1820'UNDERWOOD PROPERTY, 165 FEET NORTHWEST OF A FLOUR MILL, 150
 FB1820'FEET SOUTHEAST OF THE UNDERWOOD HOUSE, 33.5 FEET NORTH OF THE
 FB1820'NORTHEAST CORNER OF THE WARREN JOHNSON STORE BUILDING, 8 FEET
 FB1820'WEST OF THE HODGES FERRY ROAD, 7 FEET NORTH OF THE DUMPLIN VALLEY
 FB1820'ROAD, AND 2.6 FEET SOUTHWEST OF A POLE.  A TENNESSEE VALLEY
 FB1820'AUTHORITY STANDARD DISK, STAMPED LHT 604 1938 AND SET IN THE TOP
 FB1820'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1821 ***********************************************************************
 FB1821  DESIGNATION -  LHT 605
 FB1821  PID         -  FB1821
 FB1821  STATE/COUNTY-  TN/SEVIER
 FB1821  USGS QUAD   -  BOYDS CREEK (1986)
 FB1821
 FB1821                         *CURRENT SURVEY CONTROL
 FB1821  ___________________________________________________________________
 FB1821* NAD 83(1986)-  35 59 04.     (N)    083 37 58.     (W)     SCALED    
 FB1821* NAVD 88     -       291.389  (meters)     956.00   (feet)  ADJUSTED  
 FB1821  ___________________________________________________________________
 FB1821  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FB1821  DYNAMIC HT  -         291.118 (meters)     955.11  (feet)  COMP
 FB1821  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FB1821
 FB1821  VERT ORDER  -  SECOND    CLASS 0
 FB1821
 FB1821.The horizontal coordinates were scaled from a topographic map and have
 FB1821.an estimated accuracy of +/- 6 seconds.
 FB1821
 FB1821.The orthometric height was determined by differential leveling
 FB1821.and adjusted by the National Geodetic Survey in June 1991..
 FB1821
 FB1821.The geoid height was determined by GEOID03.
 FB1821
 FB1821.The dynamic height is computed by dividing the NAVD 88
 FB1821.geopotential number by the normal gravity value computed on the
 FB1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1821.degrees latitude (g = 980.6199 gals.).
 FB1821
 FB1821.The modeled gravity was interpolated from observed gravity values.
 FB1821
 FB1821;                    North         East    Units  Estimated Accuracy
 FB1821;SPC TN       -   185,770.      813,450.      MT  (+/- 180 meters Scaled)
 FB1821
 FB1821                          SUPERSEDED SURVEY CONTROL
 FB1821
 FB1821  NGVD 29 (??/??/92)  291.543  (m)          956.50   (f) ADJ UNCH    2 0
 FB1821
 FB1821.Superseded values are not recommended for survey control.
 FB1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1821.See file dsdata.txt to determine how the superseded data were derived.
 FB1821
 FB1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV626854(NAD 83)
 FB1821_MARKER: DD = SURVEY DISK
 FB1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1821_STAMPING: LHT 605 1938
 FB1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1821+STABILITY: SURFACE MOTION
 FB1821
 FB1821  HISTORY     - Date     Condition        Report By
 FB1821  HISTORY     - 1938     MONUMENTED       TVA
 FB1821  HISTORY     - 1961     GOOD             TVA
 FB1821  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1821
 FB1821                          STATION DESCRIPTION
 FB1821
 FB1821'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 FB1821'0.7 MI N FROM KODAK.
 FB1821'0.7 MILE NORTH ALONG A COUNTY ROAD FROM KODAK, ON THE W.A.
 FB1821'UNDERWOOD PROPERTY, 400 FEET SOUTHEAST OF THE HOUSE, 110 FEET
 FB1821'SOUTHEAST OF THE SPRING HOUSE, 28.4 FEET NORTHEAST OF THE
 FB1821'NORTHEAST CORNER OF THE BARN, 40 FEET WEST OF A PATCH OF WOODS, 9
 FB1821'FEET WEST OF THE HODGES FERRY ROAD, AND 2.4 FEET NORTHWEST OF A
 FB1821'POLE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT
 FB1821'605 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FB1821
 FB1821                          STATION RECOVERY (1969)
 FB1821
 FB1821'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1822 ***********************************************************************
 FB1822  DESIGNATION -  LHT 606
 FB1822  PID         -  FB1822
 FB1822  STATE/COUNTY-  TN/SEVIER
 FB1822  USGS QUAD   -  BOYDS CREEK (1986)
 FB1822
 FB1822                         *CURRENT SURVEY CONTROL
 FB1822  ___________________________________________________________________
 FB1822* NAD 83(1995)-  35 59 46.39634(N)    083 38 01.29187(W)     ADJUSTED  
 FB1822* NAVD 88     -       308.285  (meters)    1011.43   (feet)  ADJUSTED  
 FB1822  ___________________________________________________________________
 FB1822  X           -     572,881.607 (meters)                     COMP
 FB1822  Y           -  -5,134,609.616 (meters)                     COMP
 FB1822  Z           -   3,728,015.532 (meters)                     COMP
 FB1822  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FB1822  ELLIP HEIGHT-         277.47  (meters)          (04/12/99) GPS OBS
 FB1822  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FB1822  DYNAMIC HT  -         307.999 (meters)    1010.49  (feet)  COMP
 FB1822  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FB1822
 FB1822  HORZ ORDER  -  FIRST
 FB1822  VERT ORDER  -  SECOND    CLASS 0
 FB1822  ELLP ORDER  -  FOURTH    CLASS I
 FB1822
 FB1822.The horizontal coordinates were established by GPS observations
 FB1822.and adjusted by the National Geodetic Survey in April 1999..
 FB1822
 FB1822.The orthometric height was determined by differential leveling
 FB1822.and adjusted by the National Geodetic Survey in June 1991..
 FB1822
 FB1822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB1822
 FB1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1822
 FB1822.The ellipsoidal height was determined by GPS observations
 FB1822.and is referenced to NAD 83.
 FB1822
 FB1822.The geoid height was determined by GEOID03.
 FB1822
 FB1822.The dynamic height is computed by dividing the NAVD 88
 FB1822.geopotential number by the normal gravity value computed on the
 FB1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1822.degrees latitude (g = 980.6199 gals.).
 FB1822
 FB1822.The modeled gravity was interpolated from observed gravity values.
 FB1822
 FB1822;                    North         East     Units Scale Factor Converg.
 FB1822;SPC TN       -   187,075.358   813,334.272   MT  0.99995239   +1 23 07.2
 FB1822;SPC TN       -   613,763.07  2,668,414.19   sFT  0.99995239   +1 23 07.2
 FB1822;UTM  17      - 3,986,737.528   262,594.194   MT  1.00029453   -1 32 55.1
 FB1822
 FB1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1822!SPC TN       -   0.99995645  x   0.99995239  =   0.99990885
 FB1822!UTM  17      -   0.99995645  x   1.00029453  =   1.00025097
 FB1822
 FB1822                          SUPERSEDED SURVEY CONTROL
 FB1822
 FB1822  NAD 83(1995)-  35 59 46.39797(N)    083 38 01.29831(W) AD(       ) 1
 FB1822  ELLIP H (05/28/93)  277.38   (m)                       GP(       ) 4 2
 FB1822  NGVD 29 (??/??/92)  308.440  (m)         1011.94   (f) ADJ UNCH    2 0
 FB1822
 FB1822.Superseded values are not recommended for survey control.
 FB1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1822.See file dsdata.txt to determine how the superseded data were derived.
 FB1822
 FB1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6259486738(NAD 83)
 FB1822_MARKER: DD = SURVEY DISK
 FB1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1822_STAMPING: LHT 606 1938
 FB1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1822+STABILITY: SURFACE MOTION
 FB1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB1822+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB1822
 FB1822  HISTORY     - Date     Condition        Report By
 FB1822  HISTORY     - 1988     MONUMENTED       AEROS
 FB1822  HISTORY     - 1961     GOOD             TVA
 FB1822
 FB1822                          STATION DESCRIPTION
 FB1822
 FB1822'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB1822'THE STATION IS LOCATED ABOUT 25.9 KM (16.0 MI) NORTH OF SEVIERVILLE,
 FB1822'25.9 KM (16.0 MI) WEST OF DANDRIDGE, 9.7 KM (6.0 MI) NORTHWEST OF
 FB1822'DOUGLAS DAM, AND 5.7 KM (3.5 MI) EAST OF THE JUNCTION OF INTERSTATE
 FB1822'40 AND MIDWAY ROAD AT EXIT 402.
 FB1822'OWNERSHIP--MR. LEONARD BATES, CALL THE HOMEOWNER AT 933-1843, OR AT
 FB1822'933-5621 FOR ACCESS PERMISSION.
 FB1822'
 FB1822'TO REACH THE STATION FROM INTERSTATE 40 IN KNOXVILLE, GO EAST ON
 FB1822'INTERSTATE 40 TO EXIT 402 TO MIDWAY ROAD.  TURN LEFT AND GO 0.73 KM
 FB1822'(0.45 MI) ON MIDWAY ROAD TO THE JUNCTION OF THORN GROVE PIKE.  TURN
 FB1822'RIGHT AND GO 5.7 KM (3.5 MI) ON THORN GROVE PIKE (PASSING THROUGH
 FB1822'THORN GROVE AND CROSSING INTO SEVIRER COUNTY) TO A FORK IN THE ROAD.
 FB1822'FOLLOW THE RIGHT FORK AND GO 0.2 KM (0.1 MI) TO A STOP SIGN AT THE
 FB1822'JUNCTION OF DOUGLAS DRUM ROAD.  TURN RIGHT AND GO 1.6 KM (1.0 MI)
 FB1822'ON DOUGLAS DRUM ROAD TO A CIRCLE DRIVEWAY AND THE STATION ON THE
 FB1822'LEFT, SET INSIDE THE CIRCLE DRIVEWAY.
 FB1822'
 FB1822'THE STATION IS A STANDARD TVA DISK
 FB1822'STAMPED---LHT 606 1938---,
 FB1822'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FB1822'18 CM ON SIDE PROJECTING 26 CM ABOVE GROUND.  LOCATED
 FB1822'9.4 METERS (30.8 FT) EAST FROM A PAINTED ARROW AT THE EDGE OF
 FB1822'DOUGLAS DRUM ROAD, AND
 FB1822'0.3 METERS (1.1 FT) WEST FROM A WITNESS POST.
 FB1822
 FB1822                          STATION RECOVERY (1961)
 FB1822
 FB1822'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1961
 FB1822'1.6 MI N FROM KODAK.
 FB1822'1.6 MILES NORTH ALONG A COUNTY ROAD FROM KODAK, 700 FEET SOUTHEAST
 FB1822'OF UNDERWOOD SCHOOL, ON THE H.M. PETTY PROPERTY, 250 FEET
 FB1822'NORTHEAST OF A WHITE HOUSE, 175 FEET WEST OF THE PETTY HOUSE, 42
 FB1822'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 38.7 FEET
 FB1822'SOUTHEAST OF A FENCE CORNER, 27 FEET EAST OF THE HODGES FERRY
 FB1822'ROAD, AND 2 FEET WEST OF A WIRE FENCE.  A TENNESSEE VALLEY
 FB1822'AUTHORITY STANDARD DISK, STAMPED LHT 606 1938 AND SET IN THE TOP
 FB1822'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1826 ***********************************************************************
 FB1826  DESIGNATION -  LHT 607
 FB1826  PID         -  FB1826
 FB1826  STATE/COUNTY-  TN/SEVIER
 FB1826  USGS QUAD   -  BOYDS CREEK (1986)
 FB1826
 FB1826                         *CURRENT SURVEY CONTROL
 FB1826  ___________________________________________________________________
 FB1826* NAD 83(1986)-  35 55 12.     (N)    083 44 37.     (W)     SCALED    
 FB1826* NAVD 88     -       277.37   (+/-2cm)     910.0    (feet)  VERTCON   
 FB1826  ___________________________________________________________________
 FB1826  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1826
 FB1826  VERT ORDER  -  ? (See Below)
 FB1826
 FB1826.The horizontal coordinates were scaled from a topographic map and have
 FB1826.an estimated accuracy of +/- 6 seconds.
 FB1826
 FB1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1826.The vertical order pertains to the NGVD 29 superseded value.
 FB1826
 FB1826.The geoid height was determined by GEOID03.
 FB1826
 FB1826;                    North         East    Units  Estimated Accuracy
 FB1826;SPC TN       -   178,390.      803,620.      MT  (+/- 180 meters Scaled)
 FB1826
 FB1826                          SUPERSEDED SURVEY CONTROL
 FB1826
 FB1826  NGVD 29 (??/??/92)  277.510  (m)          910.46   (f) ADJ UNCH    ?  
 FB1826
 FB1826.Superseded values are not recommended for survey control.
 FB1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1826.See file dsdata.txt to determine how the superseded data were derived.
 FB1826
 FB1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV524785(NAD 83)
 FB1826_MARKER: DD = SURVEY DISK
 FB1826_SETTING: 80 = SET IN A BOULDER
 FB1826_STAMPING: LHT 607 1938
 FB1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1826+STABILITY: SURFACE MOTION
 FB1826
 FB1826  HISTORY     - Date     Condition        Report By
 FB1826  HISTORY     - 1938     MONUMENTED       TVA
 FB1826
 FB1826                          STATION DESCRIPTION
 FB1826
 FB1826'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1826'1 MI SE FROM KIMBERLIN HEIGHTS.
 FB1826'IN SEVIER COUNTY, 1.0 MILE SOUTHEAST ALONG THE GAP CREEK ROAD
 FB1826'FROM KIMBERLIN HEIGHTS, KNOX COUNTY, 0.2 MILE SOUTH OF THE
 FB1826'SEVIER-KNOX COUNTY LINE, ON THE HINES GAP ROAD, 0.1 MILE
 FB1826'DOWNSTREAM FROM A LOG BRIDGE OVER GAP CREEK, 52 FEET EAST OF A
 FB1826'10-INCH POPLAR TREE, 35 FEET SOUTH OF A 12-INCH SYCAMORE TREE, 19
 FB1826'FEET NORTH OF A 14-INCH SYCAMORE TREE, 24 FEET EAST OF THE ROAD,
 FB1826'AT THE EDGE OF THE CREEK, AND IN THE TOP OF A BOULDER.  A
 FB1826'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 607 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1827 ***********************************************************************
 FB1827  DESIGNATION -  LHT 608
 FB1827  PID         -  FB1827
 FB1827  STATE/COUNTY-  TN/KNOX
 FB1827  USGS QUAD   -  BOYDS CREEK (1986)
 FB1827
 FB1827                         *CURRENT SURVEY CONTROL
 FB1827  ___________________________________________________________________
 FB1827* NAD 83(1986)-  35 55 37.     (N)    083 44 45.     (W)     SCALED    
 FB1827* NAVD 88     -       269.32   (+/-2cm)     883.6    (feet)  VERTCON   
 FB1827  ___________________________________________________________________
 FB1827  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1827
 FB1827  VERT ORDER  -  ? (See Below)
 FB1827
 FB1827.The horizontal coordinates were scaled from a topographic map and have
 FB1827.an estimated accuracy of +/- 6 seconds.
 FB1827
 FB1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1827.The vertical order pertains to the NGVD 29 superseded value.
 FB1827
 FB1827.The geoid height was determined by GEOID03.
 FB1827
 FB1827;                    North         East    Units  Estimated Accuracy
 FB1827;SPC TN       -   179,150.      803,400.      MT  (+/- 180 meters Scaled)
 FB1827
 FB1827                          SUPERSEDED SURVEY CONTROL
 FB1827
 FB1827  NGVD 29 (??/??/92)  269.464  (m)          884.07   (f) ADJ UNCH    ?  
 FB1827
 FB1827.Superseded values are not recommended for survey control.
 FB1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1827.See file dsdata.txt to determine how the superseded data were derived.
 FB1827
 FB1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV522793(NAD 83)
 FB1827_MARKER: DD = SURVEY DISK
 FB1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1827_STAMPING: LHT 608 1938
 FB1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1827+STABILITY: SURFACE MOTION
 FB1827
 FB1827  HISTORY     - Date     Condition        Report By
 FB1827  HISTORY     - 1938     MONUMENTED       TVA
 FB1827
 FB1827                          STATION DESCRIPTION
 FB1827
 FB1827'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1827'0.4 MI SE FROM KIMBERLIN HEIGHTS.
 FB1827'0.4 MILE SOUTHEAST ALONG THE HINES GAP ROAD FROM KIMBERLIN
 FB1827'HEIGHTS, KNOX COUNTY, ON THE PROPERTY OF THE J.A. LOVITY HEIRS,
 FB1827'200 FEET NORTH OF THE HOUSE, 70 FEET WEST OF A GARDEN FENCE,
 FB1827'AT THE JUNCTION OF THE KIMBERLIN HEIGHTS ROAD, 75 FEET SOUTH OF
 FB1827'THE KIMBERLIN HEIGHTS ROAD, 41.4 FEET SOUTHWEST OF A 6-INCH PEACH
 FB1827'TREE, 7 FEET EAST OF THE HINES GAP ROAD, AND 6.8 FEET NORTH OF A
 FB1827'12-INCH HICKORY TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1827'DISK, STAMPED LHT 608 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1828 ***********************************************************************
 FB1828  DESIGNATION -  LHT 609
 FB1828  PID         -  FB1828
 FB1828  STATE/COUNTY-  TN/KNOX
 FB1828  USGS QUAD   -  SHOOKS GAP (1987)
 FB1828
 FB1828                         *CURRENT SURVEY CONTROL
 FB1828  ___________________________________________________________________
 FB1828* NAD 83(1986)-  35 55 50.     (N)    083 45 04.     (W)     SCALED    
 FB1828* NAVD 88     -       280.78   (+/-2cm)     921.2    (feet)  VERTCON   
 FB1828  ___________________________________________________________________
 FB1828  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB1828
 FB1828  VERT ORDER  -  ? (See Below)
 FB1828
 FB1828.The horizontal coordinates were scaled from a topographic map and have
 FB1828.an estimated accuracy of +/- 6 seconds.
 FB1828
 FB1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1828.The vertical order pertains to the NGVD 29 superseded value.
 FB1828
 FB1828.The geoid height was determined by GEOID03.
 FB1828
 FB1828;                    North         East    Units  Estimated Accuracy
 FB1828;SPC TN       -   179,540.      802,920.      MT  (+/- 180 meters Scaled)
 FB1828
 FB1828                          SUPERSEDED SURVEY CONTROL
 FB1828
 FB1828  NGVD 29 (??/??/92)  280.924  (m)          921.66   (f) ADJ UNCH    ?  
 FB1828
 FB1828.Superseded values are not recommended for survey control.
 FB1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1828.See file dsdata.txt to determine how the superseded data were derived.
 FB1828
 FB1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV518797(NAD 83)
 FB1828_MARKER: DD = SURVEY DISK
 FB1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1828_STAMPING: LHT 609 1938
 FB1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1828+STABILITY: SURFACE MOTION
 FB1828
 FB1828  HISTORY     - Date     Condition        Report By
 FB1828  HISTORY     - 1938     MONUMENTED       TVA
 FB1828  HISTORY     - 1969     GOOD             TNDT
 FB1828
 FB1828                          STATION DESCRIPTION
 FB1828
 FB1828'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1828'AT KIMBERLIN HEIGHTS.
 FB1828'AT KIMBERLIN HEIGHTS, KNOX COUNTY, 0.5 MILE SOUTHEAST OF THE
 FB1828'JOHNSON BIBLE COLLEGE, ON THE RIVERDALE FERRY-HOPEWELL CHURCH
 FB1828'ROAD, ON THE LINK MONDAY PROPERTY, AT A ROAD INTERSECTION, 300
 FB1828'FEET NORTH OF A ONE-STORY FRAME HOUSE, 225 FEET NORTHEAST OF A
 FB1828'GENERAL STORE, 100 FEET NORTHEAST OF A ONE-STORY MILL HOUSE, 100
 FB1828'FEET SOUTH OF A SMALL BARN, 50.1 FEET NORTHWEST OF A PUMP, 93.9
 FB1828'FEET SOUTHWEST OF A 14-INCH PINE TREE, 48 FEET NORTHWEST OF A
 FB1828'3-INCH APPLE TREE, AND AT THE BASE OF A 12-INCH ELM TREE WHICH
 FB1828'IS THE END TREE AT THE SOUTHWEST END OF A GROUP OF THREE ELM
 FB1828'TREES IN A NORTHEAST-AND-SOUTHWEST LINE.  A TENNESSEE VALLEY
 FB1828'AUTHORITY STANDARD DISK, STAMPED LHT 609 1938 AND SET IN THE TOP
 FB1828'OF A CONCRETE POST.
 FB1828
 FB1828                          STATION RECOVERY (1969)
 FB1828
 FB1828'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1828'3 FT. W OF NW CORNER OF GARAGE, 9 FT. N OF BACK STEPS OF FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1830 ***********************************************************************
 FB1830  DESIGNATION -  LHT 610
 FB1830  PID         -  FB1830
 FB1830  STATE/COUNTY-  TN/KNOX
 FB1830  USGS QUAD   -  SHOOKS GAP (1987)
 FB1830
 FB1830                         *CURRENT SURVEY CONTROL
 FB1830  ___________________________________________________________________
 FB1830* NAD 83(1986)-  35 56 38.     (N)    083 46 15.     (W)     SCALED    
 FB1830* NAVD 88     -       270.18   (+/-2cm)     886.4    (feet)  VERTCON   
 FB1830  ___________________________________________________________________
 FB1830  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1830
 FB1830  VERT ORDER  -  ? (See Below)
 FB1830
 FB1830.The horizontal coordinates were scaled from a topographic map and have
 FB1830.an estimated accuracy of +/- 6 seconds.
 FB1830
 FB1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1830.The vertical order pertains to the NGVD 29 superseded value.
 FB1830
 FB1830.The geoid height was determined by GEOID03.
 FB1830
 FB1830;                    North         East    Units  Estimated Accuracy
 FB1830;SPC TN       -   180,980.      801,110.      MT  (+/- 180 meters Scaled)
 FB1830
 FB1830                          SUPERSEDED SURVEY CONTROL
 FB1830
 FB1830  NGVD 29 (??/??/92)  270.329  (m)          886.90   (f) ADJ UNCH    ?  
 FB1830
 FB1830.Superseded values are not recommended for survey control.
 FB1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1830.See file dsdata.txt to determine how the superseded data were derived.
 FB1830
 FB1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV500812(NAD 83)
 FB1830_MARKER: DD = SURVEY DISK
 FB1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1830_STAMPING: LHT 610 1938
 FB1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1830+STABILITY: SURFACE MOTION
 FB1830
 FB1830  HISTORY     - Date     Condition        Report By
 FB1830  HISTORY     - 1938     MONUMENTED       TVA
 FB1830  HISTORY     - 1969     GOOD             TNDT
 FB1830
 FB1830                          STATION DESCRIPTION
 FB1830
 FB1830'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1830'1.8 MI NW FROM KIMBERLIN HEIGHTS.
 FB1830'1.8 MILES NORTHWEST ALONG THE RIVERDALE FERRY ROAD FROM KIMBERLIN
 FB1830'HEIGHTS, 1.2 MILES SOUTH OF RIVERDALE FERRY, AT FOREST GROVE
 FB1830'CHURCH, AT THE JUNCTION OF THE RIVERDALE FERRY ROAD AND THE
 FB1830'HOPEWELL CHURCH ROAD, 500 FEET EAST OF THE INTERSECTION, 450 FEET
 FB1830'SOUTHWEST OF THE ONE-STORY BARN, 350 FEET NORTHEAST OF THE EAST
 FB1830'CORNER OF A CEMETERY, 77.1 FEET NORTHEAST OF THE NORTHEAST
 FB1830'CORNER OF THE CHURCH, 90.7 FEET NORTHEAST OF THE NORTHWEST
 FB1830'CORNER, 50 FEET WEST OF THE JUNCTION OF THE CHURCH DRIVEWAY,
 FB1830'6 FEET NORTHWEST OF A 20-INCH OAK TREE, AND ON THE NORTHEAST
 FB1830'TIMBER LINE OF THE CHURCH GROUNDS.  A TENNESSEE VALLEY AUTHORITY
 FB1830'STANDARD DISK, STAMPED LHT 610 1938 AND SET IN THE TOP OF A
 FB1830'CONCRETE POST.
 FB1830
 FB1830                          STATION RECOVERY (1969)
 FB1830
 FB1830'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1830'FLUSH WITH PAVED PARKING AREA, 10 FT. N OF A 36 IN. OAK TREE AND 52
 FB1830'FT. NNE OF MAIN ENT. TO CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1301 ***********************************************************************
 FB1301  DESIGNATION -  LHT 611
 FB1301  PID         -  FB1301
 FB1301  STATE/COUNTY-  TN/COCKE
 FB1301  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1301
 FB1301                         *CURRENT SURVEY CONTROL
 FB1301  ___________________________________________________________________
 FB1301* NAD 83(1986)-  35 52 43.     (N)    083 16 14.     (W)     SCALED    
 FB1301* NAVD 88     -       415.48   (+/-2cm)    1363.1    (feet)  VERTCON   
 FB1301  ___________________________________________________________________
 FB1301  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1301
 FB1301  VERT ORDER  -  ? (See Below)
 FB1301
 FB1301.The horizontal coordinates were scaled from a topographic map and have
 FB1301.an estimated accuracy of +/- 6 seconds.
 FB1301
 FB1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1301.The vertical order pertains to the NGVD 29 superseded value.
 FB1301
 FB1301.The geoid height was determined by GEOID03.
 FB1301
 FB1301;                    North         East    Units  Estimated Accuracy
 FB1301;SPC TN       -   174,880.      846,430.      MT  (+/- 180 meters Scaled)
 FB1301
 FB1301                          SUPERSEDED SURVEY CONTROL
 FB1301
 FB1301  NGVD 29 (??/??/92)  415.636  (m)         1363.63   (f) ADJ UNCH    ?  
 FB1301
 FB1301.Superseded values are not recommended for survey control.
 FB1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1301.See file dsdata.txt to determine how the superseded data were derived.
 FB1301
 FB1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV950728(NAD 83)
 FB1301_MARKER: DD = SURVEY DISK
 FB1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1301_STAMPING: LHT 611 1938
 FB1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1301+STABILITY: SURFACE MOTION
 FB1301
 FB1301  HISTORY     - Date     Condition        Report By
 FB1301  HISTORY     - 1938     MONUMENTED       TVA
 FB1301
 FB1301                          STATION DESCRIPTION
 FB1301
 FB1301'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1301'0.8 MI W FROM JENKINS CHURCH.
 FB1301'0.75 MILE WEST OF JENKINS CHURCH, COCKE COUNTY, ON THE BOGARD
 FB1301'ROAD, 30 FEET SOUTHWEST OF BOGARD CREEK, AT THE T-JUNCTION OF A
 FB1301'DIRT ROAD LEADING SOUTH, 60 FEET SOUTHWEST OF THE MAIN ROAD, 15
 FB1301'FEET SOUTHEAST OF THE DIRT ROAD, ON THE PROPERTY OF J.F. BRYANT,
 FB1301'130 FEET SOUTHEAST OF THE TWO-STORY HOUSE, 150 FEET NORTHWEST
 FB1301'OF A SAWMILL, 35 FEET SOUTH OF A BRIDGE OVER BOGARD CREEK, 68.4
 FB1301'FEET SOUTH OF A 9-INCH POPLAR TREE, AND 9.8 FEET NORTHEAST OF A
 FB1301'2-INCH SWEET GUM TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1301'DISK, STAMPED LHT 611 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1302 ***********************************************************************
 FB1302  DESIGNATION -  LHT 612
 FB1302  PID         -  FB1302
 FB1302  STATE/COUNTY-  TN/COCKE
 FB1302  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1302
 FB1302                         *CURRENT SURVEY CONTROL
 FB1302  ___________________________________________________________________
 FB1302* NAD 83(1986)-  35 52 36.     (N)    083 17 07.     (W)     SCALED    
 FB1302* NAVD 88     -       492.98   (+/-2cm)    1617.4    (feet)  VERTCON   
 FB1302  ___________________________________________________________________
 FB1302  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1302
 FB1302  VERT ORDER  -  ? (See Below)
 FB1302
 FB1302.The horizontal coordinates were scaled from a topographic map and have
 FB1302.an estimated accuracy of +/- 6 seconds.
 FB1302
 FB1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1302.The vertical order pertains to the NGVD 29 superseded value.
 FB1302
 FB1302.The geoid height was determined by GEOID03.
 FB1302
 FB1302;                    North         East    Units  Estimated Accuracy
 FB1302;SPC TN       -   174,630.      845,110.      MT  (+/- 180 meters Scaled)
 FB1302
 FB1302                          SUPERSEDED SURVEY CONTROL
 FB1302
 FB1302  NGVD 29 (??/??/92)  493.132  (m)         1617.88   (f) ADJ UNCH    ?  
 FB1302
 FB1302.Superseded values are not recommended for survey control.
 FB1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1302.See file dsdata.txt to determine how the superseded data were derived.
 FB1302
 FB1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV936726(NAD 83)
 FB1302_MARKER: DD = SURVEY DISK
 FB1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1302_STAMPING: LHT 612 1938
 FB1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1302+STABILITY: SURFACE MOTION
 FB1302
 FB1302  HISTORY     - Date     Condition        Report By
 FB1302  HISTORY     - 1938     MONUMENTED       TVA
 FB1302
 FB1302                          STATION DESCRIPTION
 FB1302
 FB1302'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1302'1.8 MI W FROM JENKINS CHURCH.
 FB1302'1.8 MILES WEST OF JENKINS CHURCH, COCKE COUNTY, ON THE BOGARD
 FB1302'ROAD, 60 FEET SOUTHWEST OF THE SOUTH FORK OF BOGARD CREEK, 65
 FB1302'FEET SOUTHEAST OF A BRIDGE OVER THE SOUTH FORK OF THE CREEK,
 FB1302'ON THE PROPERTY OF J.R. DUNN, 47.7 FEET SOUTH OF THE SOUTHEAST
 FB1302'CORNER OF LARGE BARN, 35 FEET SOUTHWEST OF A WOODSHED, 14.4 FEET
 FB1302'NORTH OF THE SOUTHEAST CORNER OF THE HOUSE, AND 20 FEET SOUTHWEST
 FB1302'OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1302'LHT 612 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1303 ***********************************************************************
 FB1303  DESIGNATION -  LHT 613
 FB1303  PID         -  FB1303
 FB1303  STATE/COUNTY-  TN/COCKE
 FB1303  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1303
 FB1303                         *CURRENT SURVEY CONTROL
 FB1303  ___________________________________________________________________
 FB1303* NAD 83(1986)-  35 52 30.     (N)    083 18 00.     (W)     SCALED    
 FB1303* NAVD 88     -       600.31   (+/-2cm)    1969.5    (feet)  VERTCON   
 FB1303  ___________________________________________________________________
 FB1303  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FB1303
 FB1303  VERT ORDER  -  ? (See Below)
 FB1303
 FB1303.The horizontal coordinates were scaled from a topographic map and have
 FB1303.an estimated accuracy of +/- 6 seconds.
 FB1303
 FB1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1303.The vertical order pertains to the NGVD 29 superseded value.
 FB1303
 FB1303.The geoid height was determined by GEOID03.
 FB1303
 FB1303;                    North         East    Units  Estimated Accuracy
 FB1303;SPC TN       -   174,410.      843,780.      MT  (+/- 180 meters Scaled)
 FB1303
 FB1303                          SUPERSEDED SURVEY CONTROL
 FB1303
 FB1303  NGVD 29 (??/??/92)  600.450  (m)         1969.98   (f) ADJ UNCH    ?  
 FB1303
 FB1303.Superseded values are not recommended for survey control.
 FB1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1303.See file dsdata.txt to determine how the superseded data were derived.
 FB1303
 FB1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV923725(NAD 83)
 FB1303_MARKER: DD = SURVEY DISK
 FB1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1303_STAMPING: LHT 613 1938
 FB1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1303+STABILITY: SURFACE MOTION
 FB1303
 FB1303  HISTORY     - Date     Condition        Report By
 FB1303  HISTORY     - 1938     MONUMENTED       TVA
 FB1303
 FB1303                          STATION DESCRIPTION
 FB1303
 FB1303'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1303'6.2 MI SE FROM BIRD CROSSROAD.
 FB1303'IN COCKE COUNTY, 6.2 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD
 FB1303'AND THE BOGARD ROAD FROM BIRD CROSSROAD, SEVIER COUNTY, 70 FEET
 FB1303'NORTH OF THE SOUTH FORK OF BOGARD CREEK, 30 FEET SOUTHWEST OF A
 FB1303'SMALL DRAIN, 14 FEET NORTH OF THE BOGARD ROAD, ON THE SOUTHWEST
 FB1303'EDGE OF A HOLLOW, AT THE EAST EDGE OF A PINE SAPLING THICKET, 34.5
 FB1303'FEET NORTH OF A 12-INCH WHITE OAK TREE, AND 33.8 FEET WEST OF A
 FB1303'6-INCH CHESTNUT OAK TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1303'DISK, STAMPED LHT 613 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1304 ***********************************************************************
 FB1304  DESIGNATION -  LHT 614
 FB1304  PID         -  FB1304
 FB1304  STATE/COUNTY-  TN/SEVIER
 FB1304  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1304
 FB1304                         *CURRENT SURVEY CONTROL
 FB1304  ___________________________________________________________________
 FB1304* NAD 83(1986)-  35 52 49.     (N)    083 18 35.     (W)     SCALED    
 FB1304* NAVD 88     -       727.54   (+/-2cm)    2386.9    (feet)  VERTCON   
 FB1304  ___________________________________________________________________
 FB1304  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB1304
 FB1304  VERT ORDER  -  ? (See Below)
 FB1304
 FB1304.The horizontal coordinates were scaled from a topographic map and have
 FB1304.an estimated accuracy of +/- 6 seconds.
 FB1304
 FB1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1304.The vertical order pertains to the NGVD 29 superseded value.
 FB1304
 FB1304.The geoid height was determined by GEOID03.
 FB1304
 FB1304;                    North         East    Units  Estimated Accuracy
 FB1304;SPC TN       -   174,970.      842,890.      MT  (+/- 180 meters Scaled)
 FB1304
 FB1304                          SUPERSEDED SURVEY CONTROL
 FB1304
 FB1304  NGVD 29 (??/??/92)  727.680  (m)         2387.40   (f) ADJ UNCH    ?  
 FB1304
 FB1304.Superseded values are not recommended for survey control.
 FB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1304.See file dsdata.txt to determine how the superseded data were derived.
 FB1304
 FB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV914731(NAD 83)
 FB1304_MARKER: DD = SURVEY DISK
 FB1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1304_STAMPING: LHT 614 1938
 FB1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1304+STABILITY: SURFACE MOTION
 FB1304
 FB1304  HISTORY     - Date     Condition        Report By
 FB1304  HISTORY     - 1938     MONUMENTED       TVA
 FB1304
 FB1304                          STATION DESCRIPTION
 FB1304
 FB1304'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1304'5.5 MI SE FROM BIRD CROSSROAD.
 FB1304'5.5 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD AND THE BOGARD
 FB1304'ROAD FROM BIRD CROSSROAD, SEVIER COUNTY, ON THE COCKE-SEVIER
 FB1304'COUNTY LINE, AT THE TOP OF RICH MOUNTAIN, 28 FEET SOUTHWEST OF
 FB1304'THE BOGARD ROAD, 50 FEET SOUTHWEST OF AN 18-INCH CHESTNUT OAK
 FB1304'TREE, 73.2 FEET NORTH OF AN 8-INCH RED OAK TREE, 12 FEET EAST
 FB1304'OF THE WEST EDGE OF A CLEARING, AND OPPOSITE A 6-FOOT ROAD CUT.
 FB1304'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 614 1938
 FB1304'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1306 ***********************************************************************
 FB1306  DESIGNATION -  LHT 615
 FB1306  PID         -  FB1306
 FB1306  STATE/COUNTY-  TN/SEVIER
 FB1306  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1306
 FB1306                         *CURRENT SURVEY CONTROL
 FB1306  ___________________________________________________________________
 FB1306* NAD 83(1986)-  35 52 55.     (N)    083 19 14.     (W)     SCALED    
 FB1306* NAVD 88     -       754.46   (+/-2cm)    2475.3    (feet)  VERTCON   
 FB1306  ___________________________________________________________________
 FB1306  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1306
 FB1306  VERT ORDER  -  ? (See Below)
 FB1306
 FB1306.The horizontal coordinates were scaled from a topographic map and have
 FB1306.an estimated accuracy of +/- 6 seconds.
 FB1306
 FB1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1306.The vertical order pertains to the NGVD 29 superseded value.
 FB1306
 FB1306.The geoid height was determined by GEOID03.
 FB1306
 FB1306;                    North         East    Units  Estimated Accuracy
 FB1306;SPC TN       -   175,130.      841,910.      MT  (+/- 180 meters Scaled)
 FB1306
 FB1306                          SUPERSEDED SURVEY CONTROL
 FB1306
 FB1306  NGVD 29 (??/??/92)  754.603  (m)         2475.73   (f) ADJ UNCH    ?  
 FB1306
 FB1306.Superseded values are not recommended for survey control.
 FB1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1306.See file dsdata.txt to determine how the superseded data were derived.
 FB1306
 FB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV905733(NAD 83)
 FB1306_MARKER: DD = SURVEY DISK
 FB1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1306_STAMPING: LHT 615 1938
 FB1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1306+STABILITY: SURFACE MOTION
 FB1306
 FB1306  HISTORY     - Date     Condition        Report By
 FB1306  HISTORY     - 1938     MONUMENTED       TVA
 FB1306
 FB1306                          STATION DESCRIPTION
 FB1306
 FB1306'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1306'4.3 MI SE FROM BIRD CROSSROAD.
 FB1306'4.3 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD AND THE BOGARD
 FB1306'ROAD FROM BIRD CROSSROAD, SEVIER COUNTY, ON THE ENGLISH MOUNTAIN
 FB1306'GRADE, 1.2 MILES NORTHWEST OF THE INTERSECTION OF THE COCKE-SEVIER
 FB1306'COUNTY LINE, AT A HORSESHOE BEND IN THE BOGARD ROAD, 15 FEET
 FB1306'SOUTHEAST OF THE ROAD, 13.7 FEET WEST OF A 3-INCH PINE TREE, 10.1
 FB1306'FEET SOUTHWEST OF A 4-INCH PINE TREE, AND 4 FEET SOUTHWEST OF
 FB1306'A FOOTPATH.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1306'LHT 615 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1307 ***********************************************************************
 FB1307  DESIGNATION -  LHT 616
 FB1307  PID         -  FB1307
 FB1307  STATE/COUNTY-  TN/SEVIER
 FB1307  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1307
 FB1307                         *CURRENT SURVEY CONTROL
 FB1307  ___________________________________________________________________
 FB1307* NAD 83(1986)-  35 53 14.     (N)    083 19 13.     (W)     SCALED    
 FB1307* NAVD 88     -       760.91   (+/-2cm)    2496.4    (feet)  VERTCON   
 FB1307  ___________________________________________________________________
 FB1307  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FB1307
 FB1307  VERT ORDER  -  ? (See Below)
 FB1307
 FB1307.The horizontal coordinates were scaled from a topographic map and have
 FB1307.an estimated accuracy of +/- 6 seconds.
 FB1307
 FB1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1307.The vertical order pertains to the NGVD 29 superseded value.
 FB1307
 FB1307.The geoid height was determined by GEOID03.
 FB1307
 FB1307;                    North         East    Units  Estimated Accuracy
 FB1307;SPC TN       -   175,720.      841,920.      MT  (+/- 180 meters Scaled)
 FB1307
 FB1307                          SUPERSEDED SURVEY CONTROL
 FB1307
 FB1307  NGVD 29 (??/??/92)  761.047  (m)         2496.87   (f) ADJ UNCH    ?  
 FB1307
 FB1307.Superseded values are not recommended for survey control.
 FB1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1307.See file dsdata.txt to determine how the superseded data were derived.
 FB1307
 FB1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV905739(NAD 83)
 FB1307_MARKER: DD = SURVEY DISK
 FB1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1307_STAMPING: LHT 616 1938
 FB1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1307+STABILITY: SURFACE MOTION
 FB1307
 FB1307  HISTORY     - Date     Condition        Report By
 FB1307  HISTORY     - 1938     MONUMENTED       TVA
 FB1307
 FB1307                          STATION DESCRIPTION
 FB1307
 FB1307'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1307'3.9 MI SE FROM BIRD CROSSROAD.
 FB1307'3.9 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD AND THE BOGARD
 FB1307'ROAD FROM BIRD CROSSROAD, SEVIER COUNTY, 1.6 MILES SOUTHEAST
 FB1307'OF BLOWING CAVE, NEAR THE TOP OF ENGLISH MOUNTAIN, 110 FEET
 FB1307'SOUTHEAST OF A BRIDGE OVER A DRAIN, 32 FEET EAST OF THE BOGARD
 FB1307'ROAD, 22.4 FEET SOUTHEAST OF A 20-INCH PAINTED CHESTNUT OAK TREE,
 FB1307'50.4 FEET SOUTHWEST OF A 14-INCH CHESTNUT OAK TREE, AND 7 FEET
 FB1307'HIGHER THAN THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1307'STAMPED LHT 616 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1308 ***********************************************************************
 FB1308  DESIGNATION -  LHT 617
 FB1308  PID         -  FB1308
 FB1308  STATE/COUNTY-  TN/SEVIER
 FB1308  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1308
 FB1308                         *CURRENT SURVEY CONTROL
 FB1308  ___________________________________________________________________
 FB1308* NAD 83(1986)-  35 53 30.     (N)    083 19 52.     (W)     SCALED    
 FB1308* NAVD 88     -       569.09   (+/-2cm)    1867.1    (feet)  VERTCON   
 FB1308  ___________________________________________________________________
 FB1308  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FB1308
 FB1308  VERT ORDER  -  ? (See Below)
 FB1308
 FB1308.The horizontal coordinates were scaled from a topographic map and have
 FB1308.an estimated accuracy of +/- 6 seconds.
 FB1308
 FB1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1308.The vertical order pertains to the NGVD 29 superseded value.
 FB1308
 FB1308.The geoid height was determined by GEOID03.
 FB1308
 FB1308;                    North         East    Units  Estimated Accuracy
 FB1308;SPC TN       -   176,180.      840,920.      MT  (+/- 180 meters Scaled)
 FB1308
 FB1308                          SUPERSEDED SURVEY CONTROL
 FB1308
 FB1308  NGVD 29 (??/??/92)  569.235  (m)         1867.57   (f) ADJ UNCH    ?  
 FB1308
 FB1308.Superseded values are not recommended for survey control.
 FB1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1308.See file dsdata.txt to determine how the superseded data were derived.
 FB1308
 FB1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV895744(NAD 83)
 FB1308_MARKER: DD = SURVEY DISK
 FB1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1308_STAMPING: LHT 617 1938
 FB1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1308+STABILITY: SURFACE MOTION
 FB1308
 FB1308  HISTORY     - Date     Condition        Report By
 FB1308  HISTORY     - 1938     MONUMENTED       TVA
 FB1308
 FB1308                          STATION DESCRIPTION
 FB1308
 FB1308'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1308'2.7 MI SE FROM BIRD CROSSROAD.
 FB1308'2.7 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD FROM BIRD
 FB1308'CROSSROAD, SEVIER COUNTY, 0.4 MILE SOUTHEAST OF BLOWING CAVE,
 FB1308'ON THE PROPERTY OF GEORGE DOCKERY, 80 FEET NORTHEAST OF THE JOHN
 FB1308'DOCKERY HOUSE, NEAR THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST,
 FB1308'16 FEET NORTH OF THE MAIN ROAD, 13 FEET NORTHEAST OF A BOX
 FB1308'CULVERT, 22.4 FEET NORTHEAST OF A 9-INCH WALNUT TREE, 19.1 FEET
 FB1308'SOUTH OF A 10-INCH WALNUT TREE, 9 FEET SOUTHEAST OF A RAIL FENCE,
 FB1308'AND 4 FEET NORTHWEST OF AN OLD ROAD.  A TENNESSEE VALLEY AUTHORITY
 FB1308'STANDARD DISK, STAMPED LHT 617 1938 AND SET IN THE TOP OF A
 FB1308'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1310 ***********************************************************************
 FB1310  DESIGNATION -  LHT 618
 FB1310  PID         -  FB1310
 FB1310  STATE/COUNTY-  TN/SEVIER
 FB1310  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1310
 FB1310                         *CURRENT SURVEY CONTROL
 FB1310  ___________________________________________________________________
 FB1310* NAD 83(1986)-  35 54 15.     (N)    083 20 55.     (W)     SCALED    
 FB1310* NAVD 88     -       383.56   (+/-2cm)    1258.4    (feet)  VERTCON   
 FB1310  ___________________________________________________________________
 FB1310  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB1310
 FB1310  VERT ORDER  -  ? (See Below)
 FB1310
 FB1310.The horizontal coordinates were scaled from a topographic map and have
 FB1310.an estimated accuracy of +/- 6 seconds.
 FB1310
 FB1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1310.The vertical order pertains to the NGVD 29 superseded value.
 FB1310
 FB1310.The geoid height was determined by GEOID03.
 FB1310
 FB1310;                    North         East    Units  Estimated Accuracy
 FB1310;SPC TN       -   177,520.      839,310.      MT  (+/- 180 meters Scaled)
 FB1310
 FB1310                          SUPERSEDED SURVEY CONTROL
 FB1310
 FB1310  NGVD 29 (??/??/92)  383.708  (m)         1258.88   (f) ADJ UNCH    ?  
 FB1310
 FB1310.Superseded values are not recommended for survey control.
 FB1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1310.See file dsdata.txt to determine how the superseded data were derived.
 FB1310
 FB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV880758(NAD 83)
 FB1310_MARKER: DD = SURVEY DISK
 FB1310_SETTING: 66 = SET IN ROCK OUTCROP
 FB1310_SP_SET: ROCK OUTCROP
 FB1310_STAMPING: LHT 618 1938
 FB1310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1310+STABILITY: POSITION/ELEVATION WELL
 FB1310
 FB1310  HISTORY     - Date     Condition        Report By
 FB1310  HISTORY     - 1938     MONUMENTED       TVA
 FB1310
 FB1310                          STATION DESCRIPTION
 FB1310
 FB1310'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1310'1.1 MI SE FROM BIRD CROSSROAD.
 FB1310'1.1 MILES SOUTHEAST ALONG THE BLOWING CAVE ROAD FROM BIRD
 FB1310'CROSSROAD, SEVIER COUNTY, 125 FEET NORTHEAST OF FLAT CREEK, 100
 FB1310'FEET SOUTHWEST OF THE BRUFF DERRICK HOUSE, 22 FEET SOUTHWEST
 FB1310'OF A STONE FENCE, 16 FEET NORTHEAST OF THE ROAD, 28.6 FEET SOUTH
 FB1310'OF A 22-INCH CEDAR TREE AT THE WEST SIDE OF A GATE, 25.7 FEET
 FB1310'WEST OF AN 8-INCH CEDAR TREE, IN THE TOP OF A ROCK OUTCROP, AND 4
 FB1310'FEET ABOVE THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1310'STAMPED LHT 618 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1311 ***********************************************************************
 FB1311  DESIGNATION -  LHT 619
 FB1311  PID         -  FB1311
 FB1311  STATE/COUNTY-  TN/SEVIER
 FB1311  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1311
 FB1311                         *CURRENT SURVEY CONTROL
 FB1311  ___________________________________________________________________
 FB1311* NAD 83(1986)-  35 54 31.     (N)    083 21 27.     (W)     SCALED    
 FB1311* NAVD 88     -       353.69   (+/-2cm)    1160.4    (feet)  VERTCON   
 FB1311  ___________________________________________________________________
 FB1311  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FB1311
 FB1311  VERT ORDER  -  ? (See Below)
 FB1311
 FB1311.The horizontal coordinates were scaled from a topographic map and have
 FB1311.an estimated accuracy of +/- 6 seconds.
 FB1311
 FB1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1311.The vertical order pertains to the NGVD 29 superseded value.
 FB1311
 FB1311.The geoid height was determined by GEOID03.
 FB1311
 FB1311;                    North         East    Units  Estimated Accuracy
 FB1311;SPC TN       -   178,000.      838,490.      MT  (+/- 180 meters Scaled)
 FB1311
 FB1311                          SUPERSEDED SURVEY CONTROL
 FB1311
 FB1311  NGVD 29 (??/??/92)  353.835  (m)         1160.87   (f) ADJ UNCH    ?  
 FB1311
 FB1311.Superseded values are not recommended for survey control.
 FB1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1311.See file dsdata.txt to determine how the superseded data were derived.
 FB1311
 FB1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV872763(NAD 83)
 FB1311_MARKER: DD = SURVEY DISK
 FB1311_SETTING: 66 = SET IN ROCK OUTCROP
 FB1311_SP_SET: ROCK OUTCROP
 FB1311_STAMPING: LHT 619 1938
 FB1311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1311+STABILITY: POSITION/ELEVATION WELL
 FB1311
 FB1311  HISTORY     - Date     Condition        Report By
 FB1311  HISTORY     - 1938     MONUMENTED       TVA
 FB1311
 FB1311                          STATION DESCRIPTION
 FB1311
 FB1311'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1311'0.5 MI SE FROM BIRD CROSSROAD.
 FB1311'0.5 MILE SOUTHEAST ALONG THE BLOWING CAVE FROM BIRD CROSSROAD,
 FB1311'SEVIER COUNTY, 0.25 MILE NORTHWEST OF BIRD SCHOOL, 0.25 MILE
 FB1311'SOUTHEAST OF BLOWING CAVE MILL, 0.1 MILE SOUTHEAST OF THE JUNCTION
 FB1311'OF A ROAD LEADING SOUTHWEST PAST BURCHFIELD CHURCH AND CEMETERY,
 FB1311'125 FEET SOUTHEAST OF THE PLEZ FEEZEL HOUSE, 70 FEET NORTHEAST OF
 FB1311'FLAT CREEK, 32 FEET NORTHEAST OF A RAIL FENCE, 16 FEET NORTHEAST
 FB1311'OF THE ROAD, 13.2 FEET SOUTHWEST OF A 4-INCH OAK TREE, 9.2 FEET
 FB1311'NORTHWEST OF A 6-INCH SYCAMORE TREE, AND IN THE TOP OF A ROCK
 FB1311'OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1311'LHT 619 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1368 ***********************************************************************
 FB1368  DESIGNATION -  LHT 620
 FB1368  PID         -  FB1368
 FB1368  STATE/COUNTY-  TN/COCKE
 FB1368  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1368
 FB1368                         *CURRENT SURVEY CONTROL
 FB1368  ___________________________________________________________________
 FB1368* NAD 83(1986)-  35 58 13.     (N)    083 16 12.     (W)     SCALED    
 FB1368* NAVD 88     -       385.13   (+/-2cm)    1263.5    (feet)  VERTCON   
 FB1368  ___________________________________________________________________
 FB1368  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FB1368
 FB1368  VERT ORDER  -  ? (See Below)
 FB1368
 FB1368.The horizontal coordinates were scaled from a topographic map and have
 FB1368.an estimated accuracy of +/- 6 seconds.
 FB1368
 FB1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1368.The vertical order pertains to the NGVD 29 superseded value.
 FB1368
 FB1368.The geoid height was determined by GEOID03.
 FB1368
 FB1368;                    North         East    Units  Estimated Accuracy
 FB1368;SPC TN       -   185,050.      846,200.      MT  (+/- 180 meters Scaled)
 FB1368
 FB1368                          SUPERSEDED SURVEY CONTROL
 FB1368
 FB1368  NGVD 29 (??/??/92)  385.288  (m)         1264.07   (f) ADJ UNCH    ?  
 FB1368
 FB1368.Superseded values are not recommended for survey control.
 FB1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1368.See file dsdata.txt to determine how the superseded data were derived.
 FB1368
 FB1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV953830(NAD 83)
 FB1368_MARKER: DD = SURVEY DISK
 FB1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1368_STAMPING: LHT 620 1938
 FB1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1368+STABILITY: SURFACE MOTION
 FB1368
 FB1368  HISTORY     - Date     Condition        Report By
 FB1368  HISTORY     - 1938     MONUMENTED       TVA
 FB1368
 FB1368                          STATION DESCRIPTION
 FB1368
 FB1368'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1368'0.4 MI W FROM CLEVENGER.
 FB1368'0.4 MILE WEST ALONG U.S. HIGHWAY 25 W FROM CLEVENGER, COCKE
 FB1368'COUNTY, AT THE OPEN DOOR CHURCH, 72 FEET NORTHEAST OF POLE 822,
 FB1368'17.9 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE HIGHWAY, 6 FEET
 FB1368'SOUTHWEST OF THE CHURCH, 10.6 FEET SOUTHEAST OF THE SOUTHEAST
 FB1368'CORNER OF THE STONE STEPS, AND 2 FEET NORTH OF A FENCE CORNER.
 FB1368'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 620 1938
 FB1368'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1366 ***********************************************************************
 FB1366  DESIGNATION -  LHT 621
 FB1366  PID         -  FB1366
 FB1366  STATE/COUNTY-  TN/JEFFERSON
 FB1366  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1366
 FB1366                         *CURRENT SURVEY CONTROL
 FB1366  ___________________________________________________________________
 FB1366* NAD 83(1986)-  35 59 24.     (N)    083 17 10.     (W)     SCALED    
 FB1366* NAVD 88     -       337.669  (meters)    1107.84   (feet)  ADJUSTED  
 FB1366  ___________________________________________________________________
 FB1366  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FB1366  DYNAMIC HT  -         337.351 (meters)    1106.79  (feet)  COMP
 FB1366  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 FB1366
 FB1366  VERT ORDER  -  SECOND    CLASS 0
 FB1366
 FB1366.The horizontal coordinates were scaled from a topographic map and have
 FB1366.an estimated accuracy of +/- 6 seconds.
 FB1366
 FB1366.The orthometric height was determined by differential leveling
 FB1366.and adjusted by the National Geodetic Survey in June 1991..
 FB1366
 FB1366.The geoid height was determined by GEOID03.
 FB1366
 FB1366.The dynamic height is computed by dividing the NAVD 88
 FB1366.geopotential number by the normal gravity value computed on the
 FB1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1366.degrees latitude (g = 980.6199 gals.).
 FB1366
 FB1366.The modeled gravity was interpolated from observed gravity values.
 FB1366
 FB1366;                    North         East    Units  Estimated Accuracy
 FB1366;SPC TN       -   187,200.      844,680.      MT  (+/- 180 meters Scaled)
 FB1366
 FB1366                          SUPERSEDED SURVEY CONTROL
 FB1366
 FB1366  NGVD 29 (??/??/92)  337.830  (m)         1108.36   (f) ADJ UNCH    2 0
 FB1366
 FB1366.Superseded values are not recommended for survey control.
 FB1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1366.See file dsdata.txt to determine how the superseded data were derived.
 FB1366
 FB1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV939852(NAD 83)
 FB1366_MARKER: DD = SURVEY DISK
 FB1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1366_STAMPING: LHT 621 1937
 FB1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1366+STABILITY: SURFACE MOTION
 FB1366
 FB1366  HISTORY     - Date     Condition        Report By
 FB1366  HISTORY     - 1937     MONUMENTED       TVA
 FB1366  HISTORY     - 1961     GOOD             TVA
 FB1366
 FB1366                          STATION DESCRIPTION
 FB1366
 FB1366'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 FB1366'0.8 MI NW FROM REEDTOWN.
 FB1366'IN JEFFERSON COUNTY, 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 25 W
 FB1366'FROM REEDTOWN, COCKE COUNTY, ON THE BUD MANNING PROPERTY, 100
 FB1366'FEET SOUTHWEST OF THE FARMHOUSE, 27.9 FEET SOUTH OF AN EAST
 FB1366'GATEPOST, 80 FEET NORTHEAST OF THE HIGHWAY, 60 FEET NORTH OF THE
 FB1366'ROAD CONNECTING THE HIGHWAY AND THE OLD REEDTOWN ROAD, 6 FEET
 FB1366'NORTHEAST OF THE OLD REEDTOWN ROAD, 3.3 FEET NORTHEAST OF A POLE,
 FB1366'AND 3 FEET NORTH OF A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY
 FB1366'STANDARD DISK, STAMPED LHT 621 1938 AND SET IN THE TOP OF A
 FB1366'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1365 ***********************************************************************
 FB1365  DESIGNATION -  LHT 622
 FB1365  PID         -  FB1365
 FB1365  STATE/COUNTY-  TN/JEFFERSON
 FB1365  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1365
 FB1365                         *CURRENT SURVEY CONTROL
 FB1365  ___________________________________________________________________
 FB1365* NAD 83(1986)-  35 59 55.     (N)    083 17 35.     (W)     SCALED    
 FB1365* NAVD 88     -       334.45   (+/-2cm)    1097.3    (feet)  VERTCON   
 FB1365  ___________________________________________________________________
 FB1365  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FB1365
 FB1365  VERT ORDER  -  ? (See Below)
 FB1365
 FB1365.The horizontal coordinates were scaled from a topographic map and have
 FB1365.an estimated accuracy of +/- 6 seconds.
 FB1365
 FB1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1365.The vertical order pertains to the NGVD 29 superseded value.
 FB1365
 FB1365.The geoid height was determined by GEOID03.
 FB1365
 FB1365;                    North         East    Units  Estimated Accuracy
 FB1365;SPC TN       -   188,140.      844,030.      MT  (+/- 180 meters Scaled)
 FB1365
 FB1365                          SUPERSEDED SURVEY CONTROL
 FB1365
 FB1365  NGVD 29 (??/??/92)  334.617  (m)         1097.82   (f) ADJ UNCH    ?  
 FB1365
 FB1365.Superseded values are not recommended for survey control.
 FB1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1365.See file dsdata.txt to determine how the superseded data were derived.
 FB1365
 FB1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV933862(NAD 83)
 FB1365_MARKER: DD = SURVEY DISK
 FB1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1365_STAMPING: LHT 622 1938
 FB1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1365+STABILITY: SURFACE MOTION
 FB1365
 FB1365  HISTORY     - Date     Condition        Report By
 FB1365  HISTORY     - 1938     MONUMENTED       TVA
 FB1365
 FB1365                          STATION DESCRIPTION
 FB1365
 FB1365'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1365'1.5 MI NW FROM REEDTOWN.
 FB1365'IN JEFFERSON COUNTY, 1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 25 W
 FB1365'FROM REEDTOWN, COCKE COUNTY, 30 FEET NORTHWEST OF A CONCRETE
 FB1365'SPILLWAY, AT THE SOUTH END OF A HIGHWAY CUT, 23.1 FEET SOUTHWEST
 FB1365'OF THE WEST EDGE OF THE HIGHWAY PAVEMENT, 2.3 FEET NORTHEAST OF A
 FB1365'NORTH GATEPOST, AND 1 FOOT EAST OF A WIRE FENCE.  A TENNESSEE
 FB1365'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 622 1938 AND SET IN
 FB1365'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1283 ***********************************************************************
 FB1283  DESIGNATION -  LHT 623
 FB1283  PID         -  FB1283
 FB1283  STATE/COUNTY-  TN/COCKE
 FB1283  USGS QUAD   -  JONES COVE (1978)
 FB1283
 FB1283                         *CURRENT SURVEY CONTROL
 FB1283  ___________________________________________________________________
 FB1283* NAD 83(1986)-  35 50 32.     (N)    083 16 59.     (W)     SCALED    
 FB1283* NAVD 88     -       407.45   (+/-2cm)    1336.8    (feet)  VERTCON   
 FB1283  ___________________________________________________________________
 FB1283  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FB1283
 FB1283  VERT ORDER  -  ? (See Below)
 FB1283
 FB1283.The horizontal coordinates were scaled from a topographic map and have
 FB1283.an estimated accuracy of +/- 6 seconds.
 FB1283
 FB1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1283.The vertical order pertains to the NGVD 29 superseded value.
 FB1283
 FB1283.The geoid height was determined by GEOID03.
 FB1283
 FB1283;                    North         East    Units  Estimated Accuracy
 FB1283;SPC TN       -   170,820.      845,410.      MT  (+/- 180 meters Scaled)
 FB1283
 FB1283                          SUPERSEDED SURVEY CONTROL
 FB1283
 FB1283  NGVD 29 (??/??/92)  407.600  (m)         1337.27   (f) ADJ UNCH    ?  
 FB1283
 FB1283.Superseded values are not recommended for survey control.
 FB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1283.See file dsdata.txt to determine how the superseded data were derived.
 FB1283
 FB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV938688(NAD 83)
 FB1283_MARKER: DD = SURVEY DISK
 FB1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1283_STAMPING: LHT 623 1938
 FB1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1283+STABILITY: SURFACE MOTION
 FB1283
 FB1283  HISTORY     - Date     Condition        Report By
 FB1283  HISTORY     - 1938     MONUMENTED       TVA
 FB1283
 FB1283                          STATION DESCRIPTION
 FB1283
 FB1283'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1283'3.6 MI SW FROM JENKINS CHURCH.
 FB1283'3.6 MILES SOUTHWEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1283'COCKE COUNTY, 0.4 MILE SOUTHWEST OF THE JUNCTION OF THE MIDDLE
 FB1283'CREEK ROAD LEADING EAST, AT THE COCKE-SEVIER COUNTY LINE, ON THE
 FB1283'PROPERTY OF DAVE WILLIAMSON, 110 FEET SOUTHWEST OF THE LUTHER
 FB1283'STYLE HOUSE, AT THE T-JUNCTION OF A DIRT ROAD LEADING NORTH,
 FB1283'15 FEET SOUTH OF THE JONES COVE ROAD, 10.4 FEET SOUTH OF A FENCE
 FB1283'CORNER, 14.8 FEET SOUTHEAST OF A WEST GATEPOST, 10 FEET SOUTH OF
 FB1283'A FARM GATE, 2 FEET WEST OF A WIRE FENCE, AND ON THE EAST EDGE OF
 FB1283'A FIELD ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1283'STAMPED LHT 623 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1284 ***********************************************************************
 FB1284  DESIGNATION -  LHT 624
 FB1284  PID         -  FB1284
 FB1284  STATE/COUNTY-  TN/SEVIER
 FB1284  USGS QUAD   -  JONES COVE (1978)
 FB1284
 FB1284                         *CURRENT SURVEY CONTROL
 FB1284  ___________________________________________________________________
 FB1284* NAD 83(1986)-  35 50 21.     (N)    083 17 30.     (W)     SCALED    
 FB1284* NAVD 88     -       384.54   (+/-2cm)    1261.6    (feet)  VERTCON   
 FB1284  ___________________________________________________________________
 FB1284  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1284
 FB1284  VERT ORDER  -  ? (See Below)
 FB1284
 FB1284.The horizontal coordinates were scaled from a topographic map and have
 FB1284.an estimated accuracy of +/- 6 seconds.
 FB1284
 FB1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1284.The vertical order pertains to the NGVD 29 superseded value.
 FB1284
 FB1284.The geoid height was determined by GEOID03.
 FB1284
 FB1284;                    North         East    Units  Estimated Accuracy
 FB1284;SPC TN       -   170,460.      844,640.      MT  (+/- 180 meters Scaled)
 FB1284
 FB1284                          SUPERSEDED SURVEY CONTROL
 FB1284
 FB1284  NGVD 29 (??/??/92)  384.685  (m)         1262.09   (f) ADJ UNCH    ?  
 FB1284
 FB1284.Superseded values are not recommended for survey control.
 FB1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1284.See file dsdata.txt to determine how the superseded data were derived.
 FB1284
 FB1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV930685(NAD 83)
 FB1284_MARKER: DD = SURVEY DISK
 FB1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1284_STAMPING: LHT 624 1938
 FB1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1284+STABILITY: SURFACE MOTION
 FB1284
 FB1284  HISTORY     - Date     Condition        Report By
 FB1284  HISTORY     - 1938     MONUMENTED       TVA
 FB1284
 FB1284                          STATION DESCRIPTION
 FB1284
 FB1284'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1284'4.2 MI SW FROM JENKINS CHURCH.
 FB1284'IN SEVIER COUNTY, 4.2 MILES SOUTHWEST ALONG THE JONES COVE ROAD
 FB1284'FROM JENKINS CHURCH, COCKE COUNTY, AT THE JUNCTION OF A DIRT ROAD
 FB1284'LEADING NORTHWEST, ON THE PROPERTY OF ARTHUR WILLIAMS, 120 FEET
 FB1284'WEST OF AN OLD GRAIN HOUSE, 54.7 FEET SOUTHEAST OF THE SOUTHEAST
 FB1284'CORNER OF THE HOUSE, 62.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FB1284'A BARN, 65 FEET NORTHWEST OF A SMALL BRANCH, 20 FEET NORTHWEST OF
 FB1284'THE ROAD, 11 FEET SOUTHWEST OF THE GARDEN FENCE, AND 1 FOOT
 FB1284'SOUTHEAST OF A HEDGE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1284'STAMPED LHT 624 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1286 ***********************************************************************
 FB1286  DESIGNATION -  LHT 625
 FB1286  PID         -  FB1286
 FB1286  STATE/COUNTY-  TN/SEVIER
 FB1286  USGS QUAD   -  JONES COVE (1978)
 FB1286
 FB1286                         *CURRENT SURVEY CONTROL
 FB1286  ___________________________________________________________________
 FB1286* NAD 83(1986)-  35 49 45.     (N)    083 19 21.     (W)     SCALED    
 FB1286* NAVD 88     -       360.80   (+/-2cm)    1183.7    (feet)  VERTCON   
 FB1286  ___________________________________________________________________
 FB1286  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB1286
 FB1286  VERT ORDER  -  ? (See Below)
 FB1286
 FB1286.The horizontal coordinates were scaled from a topographic map and have
 FB1286.an estimated accuracy of +/- 6 seconds.
 FB1286
 FB1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1286.The vertical order pertains to the NGVD 29 superseded value.
 FB1286
 FB1286.The geoid height was determined by GEOID03.
 FB1286
 FB1286;                    North         East    Units  Estimated Accuracy
 FB1286;SPC TN       -   169,270.      841,890.      MT  (+/- 180 meters Scaled)
 FB1286
 FB1286                          SUPERSEDED SURVEY CONTROL
 FB1286
 FB1286  NGVD 29 (??/??/92)  360.940  (m)         1184.18   (f) ADJ UNCH    ?  
 FB1286
 FB1286.Superseded values are not recommended for survey control.
 FB1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1286.See file dsdata.txt to determine how the superseded data were derived.
 FB1286
 FB1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV902674(NAD 83)
 FB1286_MARKER: DD = SURVEY DISK
 FB1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1286_STAMPING: LHT 625 1938
 FB1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1286+STABILITY: SURFACE MOTION
 FB1286
 FB1286  HISTORY     - Date     Condition        Report By
 FB1286  HISTORY     - 1938     MONUMENTED       TVA
 FB1286
 FB1286                          STATION DESCRIPTION
 FB1286
 FB1286'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1286'AT JONES COVE.
 FB1286'AT JONES COVE, SEVIER COUNTY, 200 FEET NORTHWEST OF A BRIDGE OVER
 FB1286'YELLOW BREECHES CREEK, 75 FEET SOUTHWEST OF THE T-JUNCTION OF THE
 FB1286'JONES COVE ROAD AND A ROAD LEADING SOUTH, 100 FEET EAST OF THE
 FB1286'HUFF HOUSE, AT NEW SALEM CHURCH, 98.2 FEET NORTH OF THE NORTHEAST
 FB1286'CORNER OF THE CHURCH, IN THE NORTHWEST CORNER OF THE CHURCHYARD,
 FB1286'27 FEET SOUTHEAST OF HUFFS STORE, 14.9 FEET SOUTH OF THE SOUTHEAST
 FB1286'CORNER OF A GREEN OUTHOUSE, AND 12 FEET EAST OF A GARDEN FENCE.
 FB1286'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 625 1938
 FB1286'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1287 ***********************************************************************
 FB1287  DESIGNATION -  LHT 626
 FB1287  PID         -  FB1287
 FB1287  STATE/COUNTY-  TN/SEVIER
 FB1287  USGS QUAD   -  JONES COVE (1978)
 FB1287
 FB1287                         *CURRENT SURVEY CONTROL
 FB1287  ___________________________________________________________________
 FB1287* NAD 83(1986)-  35 49 21.     (N)    083 20 00.     (W)     SCALED    
 FB1287* NAVD 88     -       355.42   (+/-2cm)    1166.1    (feet)  VERTCON   
 FB1287  ___________________________________________________________________
 FB1287  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB1287
 FB1287  VERT ORDER  -  ? (See Below)
 FB1287
 FB1287.The horizontal coordinates were scaled from a topographic map and have
 FB1287.an estimated accuracy of +/- 6 seconds.
 FB1287
 FB1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1287.The vertical order pertains to the NGVD 29 superseded value.
 FB1287
 FB1287.The geoid height was determined by GEOID03.
 FB1287
 FB1287;                    North         East    Units  Estimated Accuracy
 FB1287;SPC TN       -   168,500.      840,930.      MT  (+/- 180 meters Scaled)
 FB1287
 FB1287                          SUPERSEDED SURVEY CONTROL
 FB1287
 FB1287  NGVD 29 (??/??/92)  355.553  (m)         1166.51   (f) ADJ UNCH    ?  
 FB1287
 FB1287.Superseded values are not recommended for survey control.
 FB1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1287.See file dsdata.txt to determine how the superseded data were derived.
 FB1287
 FB1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV892667(NAD 83)
 FB1287_MARKER: DD = SURVEY DISK
 FB1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1287_STAMPING: LHT 626 1938
 FB1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1287+STABILITY: SURFACE MOTION
 FB1287
 FB1287  HISTORY     - Date     Condition        Report By
 FB1287  HISTORY     - 1938     MONUMENTED       TVA
 FB1287
 FB1287                          STATION DESCRIPTION
 FB1287
 FB1287'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1287'1 MI SW FROM JONES COVE.
 FB1287'1.0 MILE SOUTHWEST ALONG THE RICHARDSON COVE ROAD FROM NEW SALEM
 FB1287'CHURCH AT JONES COVE, SEVIER COUNTY, 400 FEET WEST OF A LARGE
 FB1287'TIN-ROOFED BARN, 200 FEET SOUTH OF DUNN CREEK, AT THE JUNCTION
 FB1287'OF A DIRT ROAD LEADING SOUTH, ON THE PROPERTY OF J.C. HUFF, 40
 FB1287'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE OWNED BY
 FB1287'J.C. HUFF AND OCCUPIED BY EARL HUFF, 80 FEET WEST OF A SPRING
 FB1287'BRANCH, 30 FEET SOUTH OF THE ROAD, IN THE NORTHWEST CORNER OF THE
 FB1287'YARD, AND 7.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FB1287'GARDEN.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1287'LHT 626 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1288 ***********************************************************************
 FB1288  DESIGNATION -  LHT 627
 FB1288  PID         -  FB1288
 FB1288  STATE/COUNTY-  TN/SEVIER
 FB1288  USGS QUAD   -  JONES COVE (1978)
 FB1288
 FB1288                         *CURRENT SURVEY CONTROL
 FB1288  ___________________________________________________________________
 FB1288* NAD 83(1986)-  35 49 15.     (N)    083 20 46.     (W)     SCALED    
 FB1288* NAVD 88     -       345.83   (+/-2cm)    1134.6    (feet)  VERTCON   
 FB1288  ___________________________________________________________________
 FB1288  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB1288
 FB1288  VERT ORDER  -  ? (See Below)
 FB1288
 FB1288.The horizontal coordinates were scaled from a topographic map and have
 FB1288.an estimated accuracy of +/- 6 seconds.
 FB1288
 FB1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1288.The vertical order pertains to the NGVD 29 superseded value.
 FB1288
 FB1288.The geoid height was determined by GEOID03.
 FB1288
 FB1288;                    North         East    Units  Estimated Accuracy
 FB1288;SPC TN       -   168,290.      839,780.      MT  (+/- 180 meters Scaled)
 FB1288
 FB1288                          SUPERSEDED SURVEY CONTROL
 FB1288
 FB1288  NGVD 29 (??/??/92)  345.963  (m)         1135.05   (f) ADJ UNCH    ?  
 FB1288
 FB1288.Superseded values are not recommended for survey control.
 FB1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1288.See file dsdata.txt to determine how the superseded data were derived.
 FB1288
 FB1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV880666(NAD 83)
 FB1288_MARKER: DD = SURVEY DISK
 FB1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1288_STAMPING: LHT 627 1938
 FB1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1288+STABILITY: SURFACE MOTION
 FB1288
 FB1288  HISTORY     - Date     Condition        Report By
 FB1288  HISTORY     - 1938     MONUMENTED       TVA
 FB1288
 FB1288                          STATION DESCRIPTION
 FB1288
 FB1288'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1288'1.8 MI SW FROM JONES COVE.
 FB1288'1.8 MILES SOUTHWEST ALONG THE RICHARDSON COVE ROAD FROM NEW SALEM
 FB1288'CHURCH AT JONES COVE, SEVIER COUNTY, ON THE PROPERTY OF BEN
 FB1288'HOPKINS, 200 FEET SOUTHEAST OF A LOG HOUSE OWNED BY JOHN ROLAND
 FB1288'AND OCCUPIED BY HARLAN ROLAND, 60 FEET EAST OF DUNN CREEK, 20 FEET
 FB1288'WEST OF A SPRING, 20 FEET NORTHWEST OF THE ROAD, 18 FEET SOUTHEAST
 FB1288'OF AN OLD ROAD, OPPOSITE A HIGH BLUFF, 19.4 FEET SOUTHWEST OF A
 FB1288'24-INCH BUCKEYE TREE, 18.5 FEET NORTHEAST OF A 27-INCH BUCKEYE
 FB1288'TREE, AND 4 FEET LOWER THAN THE ROAD.  A TENNESSEE VALLEY
 FB1288'AUTHORITY STANDARD DISK, STAMPED LHT 627 1938 AND SET IN THE TOP
 FB1288'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1289 ***********************************************************************
 FB1289  DESIGNATION -  LHT 628
 FB1289  PID         -  FB1289
 FB1289  STATE/COUNTY-  TN/SEVIER
 FB1289  USGS QUAD   -  JONES COVE (1978)
 FB1289
 FB1289                         *CURRENT SURVEY CONTROL
 FB1289  ___________________________________________________________________
 FB1289* NAD 83(1986)-  35 49 22.     (N)    083 21 45.     (W)     SCALED    
 FB1289* NAVD 88     -       343.28   (+/-2cm)    1126.2    (feet)  VERTCON   
 FB1289  ___________________________________________________________________
 FB1289  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB1289
 FB1289  VERT ORDER  -  ? (See Below)
 FB1289
 FB1289.The horizontal coordinates were scaled from a topographic map and have
 FB1289.an estimated accuracy of +/- 6 seconds.
 FB1289
 FB1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1289.The vertical order pertains to the NGVD 29 superseded value.
 FB1289
 FB1289.The geoid height was determined by GEOID03.
 FB1289
 FB1289;                    North         East    Units  Estimated Accuracy
 FB1289;SPC TN       -   168,460.      838,300.      MT  (+/- 180 meters Scaled)
 FB1289
 FB1289                          SUPERSEDED SURVEY CONTROL
 FB1289
 FB1289  NGVD 29 (??/??/92)  343.413  (m)         1126.68   (f) ADJ UNCH    ?  
 FB1289
 FB1289.Superseded values are not recommended for survey control.
 FB1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1289.See file dsdata.txt to determine how the superseded data were derived.
 FB1289
 FB1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV865668(NAD 83)
 FB1289_MARKER: DD = SURVEY DISK
 FB1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1289_STAMPING: LHT 628 1938
 FB1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1289+STABILITY: SURFACE MOTION
 FB1289
 FB1289  HISTORY     - Date     Condition        Report By
 FB1289  HISTORY     - 1938     MONUMENTED       TVA
 FB1289
 FB1289                          STATION DESCRIPTION
 FB1289
 FB1289'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1289'2.9 MI SW FROM JONES COVE.
 FB1289'2.9 MILES SOUTHWEST ALONG THE RICHARDSON COVE ROAD FROM NEW SALEM
 FB1289'CHURCH AT JONES COVE, SEVIER COUNTY, 450 FEET NORTHEAST OF PEARL
 FB1289'VALLEY CHURCH, 325 FEET NORTHEAST OF DUNN CREEK, 150 FEET SOUTH
 FB1289'OF A BARN ON A HILL, 30 FEET WEST OF A BRANCH, 28.3 FEET NORTHWEST
 FB1289'OF A MAILBOX POST, 25.2 FEET WEST OF A 6-INCH CHERRY TREE, 17
 FB1289'FEET SOUTH OF A WIRE FENCE, 15 FEET NORTHEAST OF THE ROAD, AND AT
 FB1289'THE CENTER OF A GRASS TRIANGLE.  A TENNESSEE VALLEY AUTHORITY
 FB1289'STANDARD DISK, STAMPED LHT 628 1938 AND SET IN THE TOP OF A
 FB1289'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1290 ***********************************************************************
 FB1290  DESIGNATION -  LHT 629
 FB1290  PID         -  FB1290
 FB1290  STATE/COUNTY-  TN/SEVIER
 FB1290  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1290
 FB1290                         *CURRENT SURVEY CONTROL
 FB1290  ___________________________________________________________________
 FB1290* NAD 83(1986)-  35 49 27.     (N)    083 22 30.     (W)     SCALED    
 FB1290* NAVD 88     -       363.69   (+/-2cm)    1193.2    (feet)  VERTCON   
 FB1290  ___________________________________________________________________
 FB1290  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB1290
 FB1290  VERT ORDER  -  ? (See Below)
 FB1290
 FB1290.The horizontal coordinates were scaled from a topographic map and have
 FB1290.an estimated accuracy of +/- 6 seconds.
 FB1290
 FB1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1290.The vertical order pertains to the NGVD 29 superseded value.
 FB1290
 FB1290.The geoid height was determined by GEOID03.
 FB1290
 FB1290;                    North         East    Units  Estimated Accuracy
 FB1290;SPC TN       -   168,590.      837,160.      MT  (+/- 180 meters Scaled)
 FB1290
 FB1290                          SUPERSEDED SURVEY CONTROL
 FB1290
 FB1290  NGVD 29 (??/??/92)  363.824  (m)         1193.65   (f) ADJ UNCH    ?  
 FB1290
 FB1290.Superseded values are not recommended for survey control.
 FB1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1290.See file dsdata.txt to determine how the superseded data were derived.
 FB1290
 FB1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV854670(NAD 83)
 FB1290_MARKER: DD = SURVEY DISK
 FB1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1290_STAMPING: LHT 629 1938
 FB1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1290+STABILITY: SURFACE MOTION
 FB1290
 FB1290  HISTORY     - Date     Condition        Report By
 FB1290  HISTORY     - 1938     MONUMENTED       TVA
 FB1290
 FB1290                          STATION DESCRIPTION
 FB1290
 FB1290'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1290'3.7 MI SW FROM JONES COVE.
 FB1290'3.7 MILES SOUTHWEST ALONG THE RICHARDSON COVE ROAD FROM NEW SALEM
 FB1290'CHURCH AT JONES COVE, SEVIER COUNTY, 350 FEET SOUTHWEST OF MC MANN
 FB1290'SCHOOL, ON THE PROPERTY OF J.W. OWENBY, 300 FEET WEST OF THE
 FB1290'OWENBY HOUSE, 80 FEET SOUTHWEST OF A BLACKSMITH SHOP, 46.2 FEET
 FB1290'SOUTHWEST OF A 12-INCH ELM TREE, 25 FEET SOUTH OF THE ROAD,
 FB1290'18.3 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET NORTH OF AN OLD
 FB1290'CORN MILL HOUSE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1290'STAMPED LHT 629 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1291 ***********************************************************************
 FB1291  DESIGNATION -  LHT 630
 FB1291  PID         -  FB1291
 FB1291  STATE/COUNTY-  TN/SEVIER
 FB1291  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1291
 FB1291                         *CURRENT SURVEY CONTROL
 FB1291  ___________________________________________________________________
 FB1291* NAD 83(1986)-  35 49 36.     (N)    083 23 23.     (W)     SCALED    
 FB1291* NAVD 88     -       323.31   (+/-2cm)    1060.7    (feet)  VERTCON   
 FB1291  ___________________________________________________________________
 FB1291  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1291
 FB1291  VERT ORDER  -  ? (See Below)
 FB1291
 FB1291.The horizontal coordinates were scaled from a topographic map and have
 FB1291.an estimated accuracy of +/- 6 seconds.
 FB1291
 FB1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1291.The vertical order pertains to the NGVD 29 superseded value.
 FB1291
 FB1291.The geoid height was determined by GEOID03.
 FB1291
 FB1291;                    North         East    Units  Estimated Accuracy
 FB1291;SPC TN       -   168,830.      835,830.      MT  (+/- 180 meters Scaled)
 FB1291
 FB1291                          SUPERSEDED SURVEY CONTROL
 FB1291
 FB1291  NGVD 29 (??/??/92)  323.448  (m)         1061.18   (f) ADJ UNCH    ?  
 FB1291
 FB1291.Superseded values are not recommended for survey control.
 FB1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1291.See file dsdata.txt to determine how the superseded data were derived.
 FB1291
 FB1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV841673(NAD 83)
 FB1291_MARKER: DD = SURVEY DISK
 FB1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1291_STAMPING: LHT 630 1938
 FB1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1291+STABILITY: SURFACE MOTION
 FB1291
 FB1291  HISTORY     - Date     Condition        Report By
 FB1291  HISTORY     - 1938     MONUMENTED       TVA
 FB1291
 FB1291                          STATION DESCRIPTION
 FB1291
 FB1291'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1291'4.7 MI SW FROM JONES COVE.
 FB1291'4.7 MILES SOUTHWEST ALONG THE RICHARSON COVE ROAD FROM NEW SALEM
 FB1291'CHURCH AT JONES COVE, SEVIER COUNTY, AT THE POINT WHERE THE ROAD
 FB1291'TURNS FROM NORTHWEST TO SOUTHWEST, 125 FEET SOUTHWEST OF THE
 FB1291'JUNCTION OF THE DUNN CREEK ROAD LEADING NORTHWEST, ON THE PROPERTY
 FB1291'OF THE TENNESSEE MANGANESE CO., 125 FEET EAST OF THE ROBERT HOWARD
 FB1291'HOUSE, AT A BRIDGE OVER DUNN CREEK, 28.2 FEET SOUTH OF THE
 FB1291'SOUTHEAST CORNER OF THE BRIDGE, 30 FEET SOUTHWEST OF DUNN CREEK,
 FB1291'24 FEET SOUTHEAST OF THE ROAD, 34.3 FEET EAST OF AN 18-INCH CEDAR
 FB1291'TREE, 15 FEET EAST OF A LARGE SHINGLE PILE, AND 2 FEET NORTHWEST
 FB1291'OF THE NORTHEAST CORNER OF A CORN CRIB.  A TENNESSEE VALLEY
 FB1291'AUTHORITY STANDARD DISK, STAMPED LHT 630 1938 AND SET IN THE TOP
 FB1291'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1292 ***********************************************************************
 FB1292  DESIGNATION -  LHT 631
 FB1292  PID         -  FB1292
 FB1292  STATE/COUNTY-  TN/SEVIER
 FB1292  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1292
 FB1292                         *CURRENT SURVEY CONTROL
 FB1292  ___________________________________________________________________
 FB1292* NAD 83(1986)-  35 49 18.     (N)    083 24 07.     (W)     SCALED    
 FB1292* NAVD 88     -       362.22   (+/-2cm)    1188.4    (feet)  VERTCON   
 FB1292  ___________________________________________________________________
 FB1292  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FB1292
 FB1292  VERT ORDER  -  ? (See Below)
 FB1292
 FB1292.The horizontal coordinates were scaled from a topographic map and have
 FB1292.an estimated accuracy of +/- 6 seconds.
 FB1292
 FB1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1292.The vertical order pertains to the NGVD 29 superseded value.
 FB1292
 FB1292.The geoid height was determined by GEOID03.
 FB1292
 FB1292;                    North         East    Units  Estimated Accuracy
 FB1292;SPC TN       -   168,250.      834,740.      MT  (+/- 180 meters Scaled)
 FB1292
 FB1292                          SUPERSEDED SURVEY CONTROL
 FB1292
 FB1292  NGVD 29 (??/??/92)  362.358  (m)         1188.84   (f) ADJ UNCH    ?  
 FB1292
 FB1292.Superseded values are not recommended for survey control.
 FB1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1292.See file dsdata.txt to determine how the superseded data were derived.
 FB1292
 FB1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV830668(NAD 83)
 FB1292_MARKER: DD = SURVEY DISK
 FB1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1292_STAMPING: LHT 631 1938
 FB1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1292+STABILITY: SURFACE MOTION
 FB1292
 FB1292  HISTORY     - Date     Condition        Report By
 FB1292  HISTORY     - 1938     MONUMENTED       TVA
 FB1292
 FB1292                          STATION DESCRIPTION
 FB1292
 FB1292'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1292'5.5 MI SW FROM JONES COVE.
 FB1292'5.5 MILES SOUTHWEST ALONG THE RICHARDSON COVE ROAD FROM NEW SALEM
 FB1292'CHURCH AT JONES COVE, SEVIER COUNTY, 2.6 MILES NORTHEAST OF THE
 FB1292'BRIDGE OVER LITTLE PIGEON RIVER AT RICHARDSON COVE, 800 FEET
 FB1292'SOUTHEAST OF THE JAMES SHELTON HOUSE, 90 FEET EAST OF THE T-JUNCTION
 FB1292'OF A ROAD LEADING NORTHWEST, ON THE PROPERTY OF DOT BLALOCK, 20
 FB1292'FEET EAST OF A DRAIN, 14 FEET SOUTHEAST OF THE ROAD, 11.4 FEET
 FB1292'EAST OF THE NORTHEAST CORNER OF A HOGPEN, 10 FEET NORTHEAST OF A
 FB1292'PATH, 8.5 FEET SOUTH OF AN 18-INCH WALNUT TREE, 3 FEET SOUTHEAST
 FB1292'OF A WIRE FENCE, AND 3 FEET SOUTHEAST OF THE EAST GATEPOST.
 FB1292'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 631 1938
 FB1292'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1293 ***********************************************************************
 FB1293  DESIGNATION -  LHT 632
 FB1293  PID         -  FB1293
 FB1293  STATE/COUNTY-  TN/SEVIER
 FB1293  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1293
 FB1293                         *CURRENT SURVEY CONTROL
 FB1293  ___________________________________________________________________
 FB1293* NAD 83(1986)-  35 48 44.     (N)    083 24 54.     (W)     SCALED    
 FB1293* NAVD 88     -       373.16   (+/-2cm)    1224.3    (feet)  VERTCON   
 FB1293  ___________________________________________________________________
 FB1293  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB1293
 FB1293  VERT ORDER  -  ? (See Below)
 FB1293
 FB1293.The horizontal coordinates were scaled from a topographic map and have
 FB1293.an estimated accuracy of +/- 6 seconds.
 FB1293
 FB1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1293.The vertical order pertains to the NGVD 29 superseded value.
 FB1293
 FB1293.The geoid height was determined by GEOID03.
 FB1293
 FB1293;                    North         East    Units  Estimated Accuracy
 FB1293;SPC TN       -   167,170.      833,590.      MT  (+/- 180 meters Scaled)
 FB1293
 FB1293                          SUPERSEDED SURVEY CONTROL
 FB1293
 FB1293  NGVD 29 (??/??/92)  373.291  (m)         1224.71   (f) ADJ UNCH    ?  
 FB1293
 FB1293.Superseded values are not recommended for survey control.
 FB1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1293.See file dsdata.txt to determine how the superseded data were derived.
 FB1293
 FB1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV818658(NAD 83)
 FB1293_MARKER: DD = SURVEY DISK
 FB1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1293_STAMPING: LHT 632 1938
 FB1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1293+STABILITY: SURFACE MOTION
 FB1293
 FB1293  HISTORY     - Date     Condition        Report By
 FB1293  HISTORY     - 1938     MONUMENTED       TVA
 FB1293
 FB1293                          STATION DESCRIPTION
 FB1293
 FB1293'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1293'1.6 MI E FROM RICHARDSON.
 FB1293'1.6 MILES EAST ALONG THE JONES COVE ROAD FROM THE BRIDGE OVER
 FB1293'LITTLE PIGEON RIVER AT RICHARDSON COVE, SEVIER COUNTY, 175 FEET
 FB1293'SOUTHWEST OF THE Y-JUNCTION OF A ROAD LEADING SOUTHWEST, ON THE
 FB1293'PROPERTY OF CHARLES HURST, 21.3 FEET NORTH OF THE NORTHWEST
 FB1293'CORNER OF THE GARDEN, 7 FEET EAST OF THE NORTHEAST CORNER OF THE
 FB1293'HOUSE, 20 FEET SOUTH OF THE ROAD, AND OPPOSITE A 6-FOOT ROAD CUT.
 FB1293'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 632 1938
 FB1293'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1294 ***********************************************************************
 FB1294  DESIGNATION -  LHT 633
 FB1294  PID         -  FB1294
 FB1294  STATE/COUNTY-  TN/SEVIER
 FB1294  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1294
 FB1294                         *CURRENT SURVEY CONTROL
 FB1294  ___________________________________________________________________
 FB1294* NAD 83(1986)-  35 48 55.     (N)    083 25 55.     (W)     SCALED    
 FB1294* NAVD 88     -       324.61   (+/-2cm)    1065.0    (feet)  VERTCON   
 FB1294  ___________________________________________________________________
 FB1294  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FB1294
 FB1294  VERT ORDER  -  ? (See Below)
 FB1294
 FB1294.The horizontal coordinates were scaled from a topographic map and have
 FB1294.an estimated accuracy of +/- 6 seconds.
 FB1294
 FB1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1294.The vertical order pertains to the NGVD 29 superseded value.
 FB1294
 FB1294.The geoid height was determined by GEOID03.
 FB1294
 FB1294;                    North         East    Units  Estimated Accuracy
 FB1294;SPC TN       -   167,470.      832,050.      MT  (+/- 180 meters Scaled)
 FB1294
 FB1294                          SUPERSEDED SURVEY CONTROL
 FB1294
 FB1294  NGVD 29 (??/??/92)  324.742  (m)         1065.42   (f) ADJ UNCH    ?  
 FB1294
 FB1294.Superseded values are not recommended for survey control.
 FB1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1294.See file dsdata.txt to determine how the superseded data were derived.
 FB1294
 FB1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV802661(NAD 83)
 FB1294_MARKER: DD = SURVEY DISK
 FB1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1294_STAMPING: LHT 633 1938
 FB1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1294+STABILITY: SURFACE MOTION
 FB1294
 FB1294  HISTORY     - Date     Condition        Report By
 FB1294  HISTORY     - 1938     MONUMENTED       TVA
 FB1294
 FB1294                          STATION DESCRIPTION
 FB1294
 FB1294'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1294'0.4 MI E FROM RICHARDSON COVE.
 FB1294'0.4 MILE EAST ALONG THE JONES COVE ROAD FROM THE BRIDGE OVER
 FB1294'LITTLE PIGEON RIVER AT RICHARDSON COVE, SEVIER COUNTY, 200 FEET
 FB1294'NORTHWEST OF RICHARDSON COVE SCHOOL, 175 FEET SOUTHEAST OF A
 FB1294'LARGE BARN, 110 FEET NORTHEAST OF LITTLE PIGEON RIVER, 50 FEET
 FB1294'NORTHEAST OF THE ROAD, 49 FEET SOUTHEAST OF A 12-INCH ELM TREE,
 FB1294'38.4 FEET NORTHEAST OF AN 18-INCH WHITE OAK TREE, 26 FEET SOUTHWEST
 FB1294'OF A RAIL FENCE, 22 FEET EAST OF A FARM ROAD LEADING TO A BARN
 FB1294'LOT, AND IN THE NORTHWEST CORNER OF THE SCHOOLYARD.  A TENNESSEE
 FB1294'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 633 1938 AND SET IN THE
 FB1294'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1295 ***********************************************************************
 FB1295  DESIGNATION -  LHT 634
 FB1295  PID         -  FB1295
 FB1295  STATE/COUNTY-  TN/SEVIER
 FB1295  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1295
 FB1295                         *CURRENT SURVEY CONTROL
 FB1295  ___________________________________________________________________
 FB1295* NAD 83(1986)-  35 48 55.     (N)    083 26 34.     (W)     SCALED    
 FB1295* NAVD 88     -       322.29   (+/-2cm)    1057.4    (feet)  VERTCON   
 FB1295  ___________________________________________________________________
 FB1295  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB1295
 FB1295  VERT ORDER  -  ? (See Below)
 FB1295
 FB1295.The horizontal coordinates were scaled from a topographic map and have
 FB1295.an estimated accuracy of +/- 6 seconds.
 FB1295
 FB1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1295.The vertical order pertains to the NGVD 29 superseded value.
 FB1295
 FB1295.The geoid height was determined by GEOID03.
 FB1295
 FB1295;                    North         East    Units  Estimated Accuracy
 FB1295;SPC TN       -   167,440.      831,070.      MT  (+/- 180 meters Scaled)
 FB1295
 FB1295                          SUPERSEDED SURVEY CONTROL
 FB1295
 FB1295  NGVD 29 (??/??/92)  322.424  (m)         1057.82   (f) ADJ UNCH    ?  
 FB1295
 FB1295.Superseded values are not recommended for survey control.
 FB1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1295.See file dsdata.txt to determine how the superseded data were derived.
 FB1295
 FB1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV793662(NAD 83)
 FB1295_MARKER: DD = SURVEY DISK
 FB1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1295_STAMPING: LHT 634 1938
 FB1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1295+STABILITY: SURFACE MOTION
 FB1295
 FB1295  HISTORY     - Date     Condition        Report By
 FB1295  HISTORY     - 1938     MONUMENTED       TVA
 FB1295
 FB1295                          STATION DESCRIPTION
 FB1295
 FB1295'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1295'0.2 MI W FROM RICHARDSON COVE.
 FB1295'0.25 MILE WEST ALONG THE SEVIERVILLE-PITTMAN CENTER ROAD FROM
 FB1295'THE BRIDGE OVER LITTLE PIGEON RIVER AT RICHARDSON COVE, SEVIER
 FB1295'COUNTY, ON THE PROPERTY OF R.A. MC MAHAN, 170 FEET SOUTHEAST OF A
 FB1295'LARGE TOBACCO BARN, 110 FEET SOUTHEAST OF A SMALL LOG CABIN, 100
 FB1295'FEET EAST OF THE MC MAHAN GARAGE, 77.1 FEET NORTHWEST OF THE
 FB1295'NORTHWEST CORNER OF THE BEN MC MAHAN STORE, 38.6 FEET SOUTHWEST
 FB1295'OF THE SOUTHWEST CORNER OF THE R.A. MC MAHAN HOUSE, 12 FEET NORTH
 FB1295'OF THE ROAD, AND 4 FEET EAST OF A FENCE CORNER.  A TENNESSEE
 FB1295'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 634 1938 AND SET IN THE
 FB1295'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1296 ***********************************************************************
 FB1296  DESIGNATION -  LHT 635
 FB1296  PID         -  FB1296
 FB1296  STATE/COUNTY-  TN/SEVIER
 FB1296  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1296
 FB1296                         *CURRENT SURVEY CONTROL
 FB1296  ___________________________________________________________________
 FB1296* NAD 83(1986)-  35 48 24.     (N)    083 27 33.     (W)     SCALED    
 FB1296* NAVD 88     -       324.42   (+/-2cm)    1064.4    (feet)  VERTCON   
 FB1296  ___________________________________________________________________
 FB1296  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB1296
 FB1296  VERT ORDER  -  ? (See Below)
 FB1296
 FB1296.The horizontal coordinates were scaled from a topographic map and have
 FB1296.an estimated accuracy of +/- 6 seconds.
 FB1296
 FB1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1296.The vertical order pertains to the NGVD 29 superseded value.
 FB1296
 FB1296.The geoid height was determined by GEOID03.
 FB1296
 FB1296;                    North         East    Units  Estimated Accuracy
 FB1296;SPC TN       -   166,450.      829,610.      MT  (+/- 180 meters Scaled)
 FB1296
 FB1296                          SUPERSEDED SURVEY CONTROL
 FB1296
 FB1296  NGVD 29 (??/??/92)  324.554  (m)         1064.81   (f) ADJ UNCH    ?  
 FB1296
 FB1296.Superseded values are not recommended for survey control.
 FB1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1296.See file dsdata.txt to determine how the superseded data were derived.
 FB1296
 FB1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV778652(NAD 83)
 FB1296_MARKER: DD = SURVEY DISK
 FB1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1296_STAMPING: LHT 635 1938
 FB1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1296+STABILITY: SURFACE MOTION
 FB1296
 FB1296  HISTORY     - Date     Condition        Report By
 FB1296  HISTORY     - 1938     MONUMENTED       TVA
 FB1296
 FB1296                          STATION DESCRIPTION
 FB1296
 FB1296'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1296'1.4 MI SW FROM RICHARDSON COVE.
 FB1296'1.4 MILES SOUTHWEST ALONG THE SEVIERVILLE-PITTMAN CENTER ROAD
 FB1296'FROM THE BRIDGE OVER LITTLE PIGEON RIVER AT RICHARDSON COVE,
 FB1296'SEVIER COUNTY, ON THE MIDDLE CREEK ROAD, 275 FEET SOUTHEAST OF
 FB1296'THE JUNCTION OF THE RICHARDSON COVE ROAD, 190 FEET NORTHWEST OF
 FB1296'THE JUNCTION OF A ROAD LEADING SOUTH ALONG BIRD CREEK, ON THE
 FB1296'PROPERTY OF SELDON OGLE, 125 FEET NORTHWEST OF A LARGE BARN,
 FB1296'74.6 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 22 FEET
 FB1296'SOUTHWEST OF THE ROAD, 16.6 FEET SOUTHWEST OF THE NORTHWEST
 FB1296'CORNER OF THE GARDEN, AND 2 FEET NORTHWEST OF THE GARDEN FENCE.
 FB1296'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 635 1938
 FB1296'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1414 ***********************************************************************
 FB1414  DESIGNATION -  LHT 636
 FB1414  PID         -  FB1414
 FB1414  STATE/COUNTY-  TN/SEVIER
 FB1414  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1414
 FB1414                         *CURRENT SURVEY CONTROL
 FB1414  ___________________________________________________________________
 FB1414* NAD 83(1986)-  35 49 27.     (N)    083 28 28.     (W)     SCALED    
 FB1414* NAVD 88     -       307.71   (+/-2cm)    1009.5    (feet)  VERTCON   
 FB1414  ___________________________________________________________________
 FB1414  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FB1414
 FB1414  VERT ORDER  -  ? (See Below)
 FB1414
 FB1414.The horizontal coordinates were scaled from a topographic map and have
 FB1414.an estimated accuracy of +/- 6 seconds.
 FB1414
 FB1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1414.The vertical order pertains to the NGVD 29 superseded value.
 FB1414
 FB1414.The geoid height was determined by GEOID03.
 FB1414
 FB1414;                    North         East    Units  Estimated Accuracy
 FB1414;SPC TN       -   168,350.      828,180.      MT  (+/- 180 meters Scaled)
 FB1414
 FB1414                          SUPERSEDED SURVEY CONTROL
 FB1414
 FB1414  NGVD 29 (??/??/92)  307.841  (m)         1009.98   (f) ADJ UNCH    ?  
 FB1414
 FB1414.Superseded values are not recommended for survey control.
 FB1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1414.See file dsdata.txt to determine how the superseded data were derived.
 FB1414
 FB1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV764672(NAD 83)
 FB1414_MARKER: DD = SURVEY DISK
 FB1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1414_STAMPING: LHT 636 1938
 FB1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1414+STABILITY: SURFACE MOTION
 FB1414
 FB1414  HISTORY     - Date     Condition        Report By
 FB1414  HISTORY     - 1938     MONUMENTED       TVA
 FB1414
 FB1414                          STATION DESCRIPTION
 FB1414
 FB1414'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1414'3.9 MI SE FROM HARRISBURG.
 FB1414'3.9 MILES SOUTHEAST ALONG THE PITTMAN CENTER ROAD FROM HARRISBURG,
 FB1414'SEVIER COUNTY, 0.5 MILE SOUTHEAST OF THE SHINBONE, ON THE PROPERTY
 FB1414'OF MRS. DAVE BUTLER, 450 FEET NORTHEAST OF A LARGE BARN, 35 FEET
 FB1414'NORTHWEST OF A DRAIN, IN THE NORTHEAST CORNER OF A LARGE PASTURE,
 FB1414'8 FEET SOUTHWEST OF THE ROAD, 6 FEET NORTHWEST OF A FARM ROAD,
 FB1414'6.5 FEET SOUTHEAST OF A PAINTED CROSS ON A FENCE POST, 2.6 FEET
 FB1414'WEST OF THE WEST GATEPOST, AND 2 FEET SOUTHWEST OF A WIRE FENCE.
 FB1414'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 636 1938
 FB1414'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1415 ***********************************************************************
 FB1415  DESIGNATION -  LHT 637
 FB1415  PID         -  FB1415
 FB1415  STATE/COUNTY-  TN/SEVIER
 FB1415  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1415
 FB1415                         *CURRENT SURVEY CONTROL
 FB1415  ___________________________________________________________________
 FB1415* NAD 83(1986)-  35 50 14.     (N)    083 29 20.     (W)     SCALED    
 FB1415* NAVD 88     -       302.66   (+/-2cm)     993.0    (feet)  VERTCON   
 FB1415  ___________________________________________________________________
 FB1415  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FB1415
 FB1415  VERT ORDER  -  ? (See Below)
 FB1415
 FB1415.The horizontal coordinates were scaled from a topographic map and have
 FB1415.an estimated accuracy of +/- 6 seconds.
 FB1415
 FB1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1415.The vertical order pertains to the NGVD 29 superseded value.
 FB1415
 FB1415.The geoid height was determined by GEOID03.
 FB1415
 FB1415;                    North         East    Units  Estimated Accuracy
 FB1415;SPC TN       -   169,770.      826,840.      MT  (+/- 180 meters Scaled)
 FB1415
 FB1415                          SUPERSEDED SURVEY CONTROL
 FB1415
 FB1415  NGVD 29 (??/??/92)  302.799  (m)          993.43   (f) ADJ UNCH    ?  
 FB1415
 FB1415.Superseded values are not recommended for survey control.
 FB1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1415.See file dsdata.txt to determine how the superseded data were derived.
 FB1415
 FB1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV752687(NAD 83)
 FB1415_MARKER: DD = SURVEY DISK
 FB1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1415_STAMPING: LHT 637 1938
 FB1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1415+STABILITY: SURFACE MOTION
 FB1415
 FB1415  HISTORY     - Date     Condition        Report By
 FB1415  HISTORY     - 1938     MONUMENTED       TVA
 FB1415
 FB1415                          STATION DESCRIPTION
 FB1415
 FB1415'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1415'2.7 MI S FROM HARRISBURG.
 FB1415'2.7 MILES SOUTH ALONG THE PITTMAN CENTER ROAD FROM HARRISBURG,
 FB1415'SEVIER COUNTY, 22 FEET NORTHWEST OF THE INTERSECTION OF THE
 FB1415'LONE BRANCH ROAD, 38 FEET NORTHWEST OF A CULVERT, ON THE PROPERTY
 FB1415'OF H.C. ROBERTSON, 250 FEET NORTHEAST OF THE H.G. BUTLER HOUSE
 FB1415'(MEADOW CRAG FARM), IN THE SOUTHEAST CORNER OF A PASTURE, 40.7
 FB1415'FEET SOUTHWEST OF A POLE, 30.4 FEET NORTHWEST OF A 10-INCH
 FB1415'POPLAR TREE, 2 FEET WEST OF A FENCE CORNER, AND ON A BANK 5
 FB1415'FEET ABOVE THE LEVEL OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY
 FB1415'STANDARD DISK, STAMPED LHT 637 1938 AND SET IN THE TOP OF A
 FB1415'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1416 ***********************************************************************
 FB1416  DESIGNATION -  LHT 638
 FB1416  PID         -  FB1416
 FB1416  STATE/COUNTY-  TN/SEVIER
 FB1416  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1416
 FB1416                         *CURRENT SURVEY CONTROL
 FB1416  ___________________________________________________________________
 FB1416* NAD 83(1986)-  35 50 40.     (N)    083 29 29.     (W)     SCALED    
 FB1416* NAVD 88     -       296.76   (+/-2cm)     973.6    (feet)  VERTCON   
 FB1416  ___________________________________________________________________
 FB1416  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB1416
 FB1416  VERT ORDER  -  ? (See Below)
 FB1416
 FB1416.The horizontal coordinates were scaled from a topographic map and have
 FB1416.an estimated accuracy of +/- 6 seconds.
 FB1416
 FB1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1416.The vertical order pertains to the NGVD 29 superseded value.
 FB1416
 FB1416.The geoid height was determined by GEOID03.
 FB1416
 FB1416;                    North         East    Units  Estimated Accuracy
 FB1416;SPC TN       -   170,560.      826,590.      MT  (+/- 180 meters Scaled)
 FB1416
 FB1416                          SUPERSEDED SURVEY CONTROL
 FB1416
 FB1416  NGVD 29 (??/??/92)  296.897  (m)          974.07   (f) ADJ UNCH    ?  
 FB1416
 FB1416.Superseded values are not recommended for survey control.
 FB1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1416.See file dsdata.txt to determine how the superseded data were derived.
 FB1416
 FB1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV749695(NAD 83)
 FB1416_MARKER: DD = SURVEY DISK
 FB1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1416_STAMPING: LHT 638 1938
 FB1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1416+STABILITY: SURFACE MOTION
 FB1416
 FB1416  HISTORY     - Date     Condition        Report By
 FB1416  HISTORY     - 1938     MONUMENTED       TVA
 FB1416
 FB1416                          STATION DESCRIPTION
 FB1416
 FB1416'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1416'2.2 MI S FROM HARRISBURG.
 FB1416'2.2 MILES SOUTH ALONG THE PITTMAN CENTER ROAD FROM HARRISBURG,
 FB1416'SEVIER COUNTY, 110 FEET NORTHEAST OF LITTLE PIGEON RIVER, AT
 FB1416'THE T-JUNCTION OF A ROAD LEADING NORTHEAST TO MAPLE BRANCH, 32
 FB1416'FEET SOUTHEAST OF THE SIDE ROAD, 12 FEET NORTHEAST OF THE MAIN
 FB1416'ROAD, ON THE PROPERTY OF L.D. ROBERTSON, 62.7 FEET NORTHWEST OF
 FB1416'THE NORTHWEST CORNER OF THE HOUSE, 64.6 FEET SOUTHEAST OF A FENCE
 FB1416'CORNER IN A PASTURE, AND IN THE NORTHWEST CORNER OF THE YARD.
 FB1416'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 638 1938
 FB1416'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1417 ***********************************************************************
 FB1417  DESIGNATION -  LHT 639
 FB1417  PID         -  FB1417
 FB1417  STATE/COUNTY-  TN/SEVIER
 FB1417  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1417
 FB1417                         *CURRENT SURVEY CONTROL
 FB1417  ___________________________________________________________________
 FB1417* NAD 83(1986)-  35 51 49.     (N)    083 28 58.     (W)     SCALED    
 FB1417* NAVD 88     -       293.69   (+/-2cm)     963.5    (feet)  VERTCON   
 FB1417  ___________________________________________________________________
 FB1417  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB1417
 FB1417  VERT ORDER  -  ? (See Below)
 FB1417
 FB1417.The horizontal coordinates were scaled from a topographic map and have
 FB1417.an estimated accuracy of +/- 6 seconds.
 FB1417
 FB1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1417.The vertical order pertains to the NGVD 29 superseded value.
 FB1417
 FB1417.The geoid height was determined by GEOID03.
 FB1417
 FB1417;                    North         East    Units  Estimated Accuracy
 FB1417;SPC TN       -   172,710.      827,320.      MT  (+/- 180 meters Scaled)
 FB1417
 FB1417                          SUPERSEDED SURVEY CONTROL
 FB1417
 FB1417  NGVD 29 (??/??/92)  293.833  (m)          964.02   (f) ADJ UNCH    ?  
 FB1417
 FB1417.Superseded values are not recommended for survey control.
 FB1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1417.See file dsdata.txt to determine how the superseded data were derived.
 FB1417
 FB1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV758716(NAD 83)
 FB1417_MARKER: DD = SURVEY DISK
 FB1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1417_STAMPING: LHT 639 1938
 FB1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1417+STABILITY: SURFACE MOTION
 FB1417
 FB1417  HISTORY     - Date     Condition        Report By
 FB1417  HISTORY     - 1938     MONUMENTED       TVA
 FB1417
 FB1417                          STATION DESCRIPTION
 FB1417
 FB1417'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1417'AT HARRISBURG.
 FB1417'AT HARRISBURG, SEVIER COUNTY, ALONG STATE HIGHWAY 35, 350 FEET
 FB1417'NORTHWEST OF HARRISBURG SCHOOL, 250 FEET NORTHEAST OF THE
 FB1417'T-JUNCTION OF A ROAD LEADING SOUTH, 12 FEET NORTHWEST OF THE
 FB1417'HIGHWAY, 16.6 FEET WEST OF A 6-INCH CEDAR TREE, 7.7 FEET EAST
 FB1417'OF A 5-INCH PEACH TREE, AND 2 FEET SOUTHEAST OF A WIRE FENCE
 FB1417'AND A LINE OF CEDAR TREES.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB1417'DISK, STAMPED LHT 639 1938 AND SET IN THE TOP OF A CONCRETE
 FB1417'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1960 ***********************************************************************
 FB1960  DESIGNATION -  LHT 640
 FB1960  PID         -  FB1960
 FB1960  STATE/COUNTY-  TN/SEVIER
 FB1960  USGS QUAD   -  PIGEON FORGE (1970)
 FB1960
 FB1960                         *CURRENT SURVEY CONTROL
 FB1960  ___________________________________________________________________
 FB1960* NAD 83(1986)-  35 52 27.     (N)    083 35 11.     (W)     SCALED    
 FB1960* NAVD 88     -       289.12   (+/-2cm)     948.6    (feet)  VERTCON   
 FB1960  ___________________________________________________________________
 FB1960  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB1960
 FB1960  VERT ORDER  -  ? (See Below)
 FB1960
 FB1960.The horizontal coordinates were scaled from a topographic map and have
 FB1960.an estimated accuracy of +/- 6 seconds.
 FB1960
 FB1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1960.The vertical order pertains to the NGVD 29 superseded value.
 FB1960
 FB1960.The geoid height was determined by GEOID03.
 FB1960
 FB1960;                    North         East    Units  Estimated Accuracy
 FB1960;SPC TN       -   173,640.      817,930.      MT  (+/- 180 meters Scaled)
 FB1960
 FB1960                          SUPERSEDED SURVEY CONTROL
 FB1960
 FB1960  NGVD 29 (??/??/92)  289.254  (m)          948.99   (f) ADJ UNCH    ?  
 FB1960
 FB1960.Superseded values are not recommended for survey control.
 FB1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1960.See file dsdata.txt to determine how the superseded data were derived.
 FB1960
 FB1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV665730(NAD 83)
 FB1960_MARKER: DD = SURVEY DISK
 FB1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1960_STAMPING: LHT 640 1938
 FB1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1960+STABILITY: SURFACE MOTION
 FB1960
 FB1960  HISTORY     - Date     Condition        Report By
 FB1960  HISTORY     - 1938     MONUMENTED       TVA
 FB1960
 FB1960                          STATION DESCRIPTION
 FB1960
 FB1960'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1960'1.3 MI W FROM SEVIERVILLE.
 FB1960'1.3 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1960'OPPOSITE THE JUNCTION OF A ROAD LEADING NORTHEAST, 110 FEET NORTH
 FB1960'OF THE MONROE WHALEY HOUSE, 59.2 FEET SOUTH OF A HIGHWAY STOP-SIGN,
 FB1960'22 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARDEN, 18 FEET
 FB1960'SOUTH OF THE HIGHWAY, 10.3 FEET EAST OF A 4-INCH WILLOW TREE,
 FB1960'12 FEET WEST OF THE STEPS AT A FENCE CROSSING, AND 2 FEET NORTH
 FB1960'OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1960'STAMPED LHT 640 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1961 ***********************************************************************
 FB1961  DESIGNATION -  LHT 641
 FB1961  PID         -  FB1961
 FB1961  STATE/COUNTY-  TN/SEVIER
 FB1961  USGS QUAD   -  PIGEON FORGE (1970)
 FB1961
 FB1961                         *CURRENT SURVEY CONTROL
 FB1961  ___________________________________________________________________
 FB1961* NAD 83(1986)-  35 52 09.     (N)    083 35 57.     (W)     SCALED    
 FB1961* NAVD 88     -       281.03   (+/-2cm)     922.0    (feet)  VERTCON   
 FB1961  ___________________________________________________________________
 FB1961  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1961
 FB1961  VERT ORDER  -  ? (See Below)
 FB1961
 FB1961.The horizontal coordinates were scaled from a topographic map and have
 FB1961.an estimated accuracy of +/- 6 seconds.
 FB1961
 FB1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1961.The vertical order pertains to the NGVD 29 superseded value.
 FB1961
 FB1961.The geoid height was determined by GEOID03.
 FB1961
 FB1961;                    North         East    Units  Estimated Accuracy
 FB1961;SPC TN       -   173,060.      816,790.      MT  (+/- 180 meters Scaled)
 FB1961
 FB1961                          SUPERSEDED SURVEY CONTROL
 FB1961
 FB1961  NGVD 29 (??/??/92)  281.166  (m)          922.46   (f) ADJ UNCH    ?  
 FB1961
 FB1961.Superseded values are not recommended for survey control.
 FB1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1961.See file dsdata.txt to determine how the superseded data were derived.
 FB1961
 FB1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV653725(NAD 83)
 FB1961_MARKER: DD = SURVEY DISK
 FB1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1961_STAMPING: LHT 641 1938
 FB1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1961+STABILITY: SURFACE MOTION
 FB1961
 FB1961  HISTORY     - Date     Condition        Report By
 FB1961  HISTORY     - 1938     MONUMENTED       CGS
 FB1961
 FB1961                          STATION DESCRIPTION
 FB1961
 FB1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FB1961'2.1 MI W FROM SEVIERVILLE.
 FB1961'2.1 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1961'225 FEET NORTHEAST OF THE DICK ALLEN CAFE, ON THE EAST SIDE OF A
 FB1961'SMALL DRAW, 41 FEET NORTHWEST OF THE HIGHWAY, 33 FEET NORTH OF
 FB1961'THE NORTHWEST END OF A LARGE IRON PIPE UNDER THE HIGHWAY, 7 FEET
 FB1961'NORTHWEST OF AN OLD ROADBED, 7.2 FEET WEST OF AN 8-INCH TWIN
 FB1961'SWEET-GUM TREE, 3 FEET SOUTHEAST OF A GAP IN A WIRE FENCE, AND
 FB1961'3 FEET SOUTH-SOUTHEAST OF THE EAST GATEPOST.  A TENNESSEE VALLEY
 FB1961'AUTHORITY STANDARD DISK STAMPED LHT 641 1938 AND SET IN THE TOP
 FB1961'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1962 ***********************************************************************
 FB1962  DESIGNATION -  LHT 642
 FB1962  PID         -  FB1962
 FB1962  STATE/COUNTY-  TN/SEVIER
 FB1962  USGS QUAD   -  PIGEON FORGE (1970)
 FB1962
 FB1962                         *CURRENT SURVEY CONTROL
 FB1962  ___________________________________________________________________
 FB1962* NAD 83(1986)-  35 51 48.     (N)    083 36 41.     (W)     SCALED    
 FB1962* NAVD 88     -       279.36   (+/-2cm)     916.5    (feet)  VERTCON   
 FB1962  ___________________________________________________________________
 FB1962  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FB1962
 FB1962  VERT ORDER  -  ? (See Below)
 FB1962
 FB1962.The horizontal coordinates were scaled from a topographic map and have
 FB1962.an estimated accuracy of +/- 6 seconds.
 FB1962
 FB1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1962.The vertical order pertains to the NGVD 29 superseded value.
 FB1962
 FB1962.The geoid height was determined by GEOID03.
 FB1962
 FB1962;                    North         East    Units  Estimated Accuracy
 FB1962;SPC TN       -   172,380.      815,700.      MT  (+/- 180 meters Scaled)
 FB1962
 FB1962                          SUPERSEDED SURVEY CONTROL
 FB1962
 FB1962  NGVD 29 (??/??/92)  279.492  (m)          916.97   (f) ADJ UNCH    ?  
 FB1962
 FB1962.Superseded values are not recommended for survey control.
 FB1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1962.See file dsdata.txt to determine how the superseded data were derived.
 FB1962
 FB1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV642719(NAD 83)
 FB1962_MARKER: DD = SURVEY DISK
 FB1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1962_STAMPING: LHT 642 1938
 FB1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1962+STABILITY: SURFACE MOTION
 FB1962
 FB1962  HISTORY     - Date     Condition        Report By
 FB1962  HISTORY     - 1938     MONUMENTED       TVA
 FB1962
 FB1962                          STATION DESCRIPTION
 FB1962
 FB1962'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1962'2.9 MI W FROM SEVIERVILLE.
 FB1962'2.9 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1962'200 FEET SOUTH OF A BARN, 175 FEET SOUTHWEST OF THE CARLOS
 FB1962'JENKINS HOUSE, 110 FEET NORTHWEST OF AN AMERICAN CAFE ROAD SIGN,
 FB1962'52 FEET NORTHWEST OF THE HIGHWAY, 33.6 FEET NORTHEAST OF AN
 FB1962'8-INCH SASSAFRAS TREE, 20 FEET NORTH OF THE OLD ROAD, 9.7 FEET
 FB1962'SOUTHWEST OF A FENCE CORNER, AND 1 FOOT SOUTHEAST OF A WIRE
 FB1962'FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1962'LHT 642 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1964 ***********************************************************************
 FB1964  DESIGNATION -  LHT 643
 FB1964  PID         -  FB1964
 FB1964  STATE/COUNTY-  TN/SEVIER
 FB1964  USGS QUAD   -  WALDEN CREEK (1987)
 FB1964
 FB1964                         *CURRENT SURVEY CONTROL
 FB1964  ___________________________________________________________________
 FB1964* NAD 83(1986)-  35 51 09.     (N)    083 38 13.     (W)     SCALED    
 FB1964* NAVD 88     -       286.38   (+/-2cm)     939.6    (feet)  VERTCON   
 FB1964  ___________________________________________________________________
 FB1964  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FB1964
 FB1964  VERT ORDER  -  ? (See Below)
 FB1964
 FB1964.The horizontal coordinates were scaled from a topographic map and have
 FB1964.an estimated accuracy of +/- 6 seconds.
 FB1964
 FB1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1964.The vertical order pertains to the NGVD 29 superseded value.
 FB1964
 FB1964.The geoid height was determined by GEOID03.
 FB1964
 FB1964;                    North         East    Units  Estimated Accuracy
 FB1964;SPC TN       -   171,130.      813,430.      MT  (+/- 180 meters Scaled)
 FB1964
 FB1964                          SUPERSEDED SURVEY CONTROL
 FB1964
 FB1964  NGVD 29 (??/??/92)  286.511  (m)          939.99   (f) ADJ UNCH    ?  
 FB1964
 FB1964.Superseded values are not recommended for survey control.
 FB1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1964.See file dsdata.txt to determine how the superseded data were derived.
 FB1964
 FB1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV618708(NAD 83)
 FB1964_MARKER: DD = SURVEY DISK
 FB1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1964_STAMPING: LHT 643 1938
 FB1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1964+STABILITY: SURFACE MOTION
 FB1964
 FB1964  HISTORY     - Date     Condition        Report By
 FB1964  HISTORY     - 1938     MONUMENTED       TVA
 FB1964
 FB1964                          STATION DESCRIPTION
 FB1964
 FB1964'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1964'4.7 MI W FROM SEVIERVILLE.
 FB1964'4.7 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1964'AT THE JUNCTION OF THE WHITE SCHOOL ROAD, 100 FEET NORTHWEST OF
 FB1964'THE JUNCTION, 75 FEET SOUTHWEST OF THE MINNIE BAKER HOUSE, 80
 FB1964'FEET SOUTHEAST OF THE BARN, 25.1 FEET SOUTHWEST OF THE SOUTHEAST
 FB1964'CORNER OF A GARAGE, AND 2 FEET EAST OF THE SOUTHEAST CORNER OF
 FB1964'A GARDEN.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1964'LHT 643 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1965 ***********************************************************************
 FB1965  DESIGNATION -  LHT 644
 FB1965  PID         -  FB1965
 FB1965  STATE/COUNTY-  TN/SEVIER
 FB1965  USGS QUAD   -  WALDEN CREEK (1987)
 FB1965
 FB1965                         *CURRENT SURVEY CONTROL
 FB1965  ___________________________________________________________________
 FB1965* NAD 83(1986)-  35 50 45.     (N)    083 37 55.     (W)     SCALED    
 FB1965* NAVD 88     -       285.52   (+/-2cm)     936.7    (feet)  VERTCON   
 FB1965  ___________________________________________________________________
 FB1965  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FB1965
 FB1965  VERT ORDER  -  ? (See Below)
 FB1965
 FB1965.The horizontal coordinates were scaled from a topographic map and have
 FB1965.an estimated accuracy of +/- 6 seconds.
 FB1965
 FB1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1965.The vertical order pertains to the NGVD 29 superseded value.
 FB1965
 FB1965.The geoid height was determined by GEOID03.
 FB1965
 FB1965;                    North         East    Units  Estimated Accuracy
 FB1965;SPC TN       -   170,400.      813,900.      MT  (+/- 180 meters Scaled)
 FB1965
 FB1965                          SUPERSEDED SURVEY CONTROL
 FB1965
 FB1965  NGVD 29 (??/??/92)  285.652  (m)          937.18   (f) ADJ UNCH    ?  
 FB1965
 FB1965.Superseded values are not recommended for survey control.
 FB1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1965.See file dsdata.txt to determine how the superseded data were derived.
 FB1965
 FB1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV623700(NAD 83)
 FB1965_MARKER: DD = SURVEY DISK
 FB1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1965_STAMPING: LHT 644 1938
 FB1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1965+STABILITY: SURFACE MOTION
 FB1965
 FB1965  HISTORY     - Date     Condition        Report By
 FB1965  HISTORY     - 1938     MONUMENTED       TVA
 FB1965
 FB1965                          STATION DESCRIPTION
 FB1965
 FB1965'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1965'4.7 MI W FROM SEVIERVILLE.
 FB1965'4.7 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1965'THENCE 0.6 MILE SOUTH ALONG THE WHITE SCHOOL ROAD, AT THE JUNCTION
 FB1965'OF THE WEST FORK GUESS CREEK ROAD, 100 FEET EAST OF WHITE SCHOOL,
 FB1965'68.4 FEET NORTHWEST OF A LARGE SHED, 35 FEET WEST OF THE ROAD
 FB1965'JUNCTION, 14 FEET SOUTHWEST OF A STREAM, 12 FEET NORTHEAST OF
 FB1965'THE DRIVE TO THE SCHOOL, 9.6 FEET SOUTH OF A FENCE CORNER, AND
 FB1965'2 FEET EAST OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY
 FB1965'STANDARD DISK, STAMPED LHT 644 1938 AND SET IN THE TOP OF A
 FB1965'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1966 ***********************************************************************
 FB1966  DESIGNATION -  LHT 645
 FB1966  PID         -  FB1966
 FB1966  STATE/COUNTY-  TN/SEVIER
 FB1966  USGS QUAD   -  WALDEN CREEK (1987)
 FB1966
 FB1966                         *CURRENT SURVEY CONTROL
 FB1966  ___________________________________________________________________
 FB1966* NAD 83(1986)-  35 50 21.     (N)    083 38 45.     (W)     SCALED    
 FB1966* NAVD 88     -       295.58   (+/-2cm)     969.7    (feet)  VERTCON   
 FB1966  ___________________________________________________________________
 FB1966  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1966
 FB1966  VERT ORDER  -  ? (See Below)
 FB1966
 FB1966.The horizontal coordinates were scaled from a topographic map and have
 FB1966.an estimated accuracy of +/- 6 seconds.
 FB1966
 FB1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1966.The vertical order pertains to the NGVD 29 superseded value.
 FB1966
 FB1966.The geoid height was determined by GEOID03.
 FB1966
 FB1966;                    North         East    Units  Estimated Accuracy
 FB1966;SPC TN       -   169,630.      812,660.      MT  (+/- 180 meters Scaled)
 FB1966
 FB1966                          SUPERSEDED SURVEY CONTROL
 FB1966
 FB1966  NGVD 29 (??/??/92)  295.703  (m)          970.15   (f) ADJ UNCH    ?  
 FB1966
 FB1966.Superseded values are not recommended for survey control.
 FB1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1966.See file dsdata.txt to determine how the superseded data were derived.
 FB1966
 FB1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV610693(NAD 83)
 FB1966_MARKER: DD = SURVEY DISK
 FB1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1966_STAMPING: LHT 645 1938
 FB1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1966+STABILITY: SURFACE MOTION
 FB1966
 FB1966  HISTORY     - Date     Condition        Report By
 FB1966  HISTORY     - 1938     MONUMENTED       TVA
 FB1966
 FB1966                          STATION DESCRIPTION
 FB1966
 FB1966'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1966'6.5 MI SW FROM SEVIERVILLE.
 FB1966'6.5 MILES SOUTHWEST OF SEVIERVILLE, 1.1 MILES WEST ALONG THE
 FB1966'WEST FORK GUESS CREEK ROAD FROM WHITE SCHOOL, 100 FEET SOUTHEAST
 FB1966'OF A BARN, 90 FEET NORTHEAST OF WEST FOR, GUESS CREEK, 60 FEET
 FB1966'NORTHWEST OF A GARDEN, 32 FEET NORTH OF THE NORTHWEST CORNER OF
 FB1966'THE ERNEST PARTON HOUSE, AND 1.7 FEET WEST OF A FENCE CORNER AT
 FB1966'THE NORTHEAST CORNER OF A PASTURE.  A TENNESSEE VALLEY AUTHORITY
 FB1966'STANDARD DISK, STAMPED LHT 645 1938 AND SET IN THE TOP OF A
 FB1966'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1967 ***********************************************************************
 FB1967  DESIGNATION -  LHT 646
 FB1967  PID         -  FB1967
 FB1967  STATE/COUNTY-  TN/SEVIER
 FB1967  USGS QUAD   -  WALDEN CREEK (1987)
 FB1967
 FB1967                         *CURRENT SURVEY CONTROL
 FB1967  ___________________________________________________________________
 FB1967* NAD 83(1986)-  35 50 21.     (N)    083 39 24.     (W)     SCALED    
 FB1967* NAVD 88     -       299.18   (+/-2cm)     981.6    (feet)  VERTCON   
 FB1967  ___________________________________________________________________
 FB1967  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB1967
 FB1967  VERT ORDER  -  ? (See Below)
 FB1967
 FB1967.The horizontal coordinates were scaled from a topographic map and have
 FB1967.an estimated accuracy of +/- 6 seconds.
 FB1967
 FB1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1967.The vertical order pertains to the NGVD 29 superseded value.
 FB1967
 FB1967.The geoid height was determined by GEOID03.
 FB1967
 FB1967;                    North         East    Units  Estimated Accuracy
 FB1967;SPC TN       -   169,610.      811,680.      MT  (+/- 180 meters Scaled)
 FB1967
 FB1967                          SUPERSEDED SURVEY CONTROL
 FB1967
 FB1967  NGVD 29 (??/??/92)  299.298  (m)          981.95   (f) ADJ UNCH    ?  
 FB1967
 FB1967.Superseded values are not recommended for survey control.
 FB1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1967.See file dsdata.txt to determine how the superseded data were derived.
 FB1967
 FB1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV600693(NAD 83)
 FB1967_MARKER: DD = SURVEY DISK
 FB1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1967_STAMPING: LHT 646 1938
 FB1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1967+STABILITY: SURFACE MOTION
 FB1967
 FB1967  HISTORY     - Date     Condition        Report By
 FB1967  HISTORY     - 1938     MONUMENTED       TVA
 FB1967
 FB1967                          STATION DESCRIPTION
 FB1967
 FB1967'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1967'7.2 MI SW FROM SEVIERVILLE.
 FB1967'7.2 MILES SOUTHWEST OF SEVIERVILLE, 1.7 MILES WEST ALONG THE OLD
 FB1967'STAGE ROAD FROM WHITE SCHOOL, AT THE JUNCTION OF A ROAD LEADING
 FB1967'TO THE MACK FLYNN HOUSE, 125 FEET SOUTHEAST OF THE ROAD JUNCTION,
 FB1967'AT THE FOOT OF A HILL SLOPE, 40 FEET EAST OF BRIDGES CREEK, 30
 FB1967'FEET EAST OF THE ROAD TO THE FLYNN HOUSE, 40 FEET SOUTHEAST OF
 FB1967'A GAP GATE, 11.8 FEET NORTH OF A 16-INCH CEDAR TREE, AND 19.7
 FB1967'FEET SOUTH OF A 5-INCH TWIN PERSIMMON TREE.  A TENNESSEE VALLEY
 FB1967'AUTHORITY STANDARD DISK, STAMPED LHT 646 1938 AND SET IN THE
 FB1967'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1968 ***********************************************************************
 FB1968  DESIGNATION -  LHT 647
 FB1968  PID         -  FB1968
 FB1968  STATE/COUNTY-  TN/SEVIER
 FB1968  USGS QUAD   -  WALDEN CREEK (1987)
 FB1968
 FB1968                         *CURRENT SURVEY CONTROL
 FB1968  ___________________________________________________________________
 FB1968* NAD 83(1986)-  35 50 45.     (N)    083 39 57.     (W)     SCALED    
 FB1968* NAVD 88     -       294.46   (+/-2cm)     966.1    (feet)  VERTCON   
 FB1968  ___________________________________________________________________
 FB1968  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FB1968
 FB1968  VERT ORDER  -  ? (See Below)
 FB1968
 FB1968.The horizontal coordinates were scaled from a topographic map and have
 FB1968.an estimated accuracy of +/- 6 seconds.
 FB1968
 FB1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1968.The vertical order pertains to the NGVD 29 superseded value.
 FB1968
 FB1968.The geoid height was determined by GEOID03.
 FB1968
 FB1968;                    North         East    Units  Estimated Accuracy
 FB1968;SPC TN       -   170,330.      810,840.      MT  (+/- 180 meters Scaled)
 FB1968
 FB1968                          SUPERSEDED SURVEY CONTROL
 FB1968
 FB1968  NGVD 29 (??/??/92)  294.586  (m)          966.49   (f) ADJ UNCH    ?  
 FB1968
 FB1968.Superseded values are not recommended for survey control.
 FB1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1968.See file dsdata.txt to determine how the superseded data were derived.
 FB1968
 FB1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV592701(NAD 83)
 FB1968_MARKER: DD = SURVEY DISK
 FB1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1968_STAMPING: LHT 647 1938
 FB1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1968+STABILITY: SURFACE MOTION
 FB1968
 FB1968  HISTORY     - Date     Condition        Report By
 FB1968  HISTORY     - 1938     MONUMENTED       TVA
 FB1968
 FB1968                          STATION DESCRIPTION
 FB1968
 FB1968'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1968'8.1 MI SW FROM SEVIERVILLE.
 FB1968'8.1 MILES SOUTHWEST OF SEVIERVILLE, 2.6 MILES WEST ALONG THE
 FB1968'OLD STAGE ROAD FROM WHITE SCHOOL, 175 FEET SOUTHEAST OF SUGAR
 FB1968'LOAF CHURCH, AT THE JUNCTION OF A T-ROAD LEADING NORTHWEST PAST
 FB1968'THE CHURCH, 36 FEET NORTHWEST OF THE OLD STAGE ROAD, 17 FEET
 FB1968'NORTHEAST OF THE SIDE ROAD, 17.7 FEET NORTHWEST OF AN 8-INCH
 FB1968'CEDAR TREE AND A FENCE CORNER, 11 FEET EAST-SOUTHEAST OF A
 FB1968'4-INCH WALNUT TREE, AND 3 FEET SOUTHWEST OF A WIRE FENCE.  A
 FB1968'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 647 1938
 FB1968'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1969 ***********************************************************************
 FB1969  DESIGNATION -  LHT 648
 FB1969  PID         -  FB1969
 FB1969  STATE/COUNTY-  TN/SEVIER
 FB1969  USGS QUAD   -  WALDEN CREEK (1987)
 FB1969
 FB1969                         *CURRENT SURVEY CONTROL
 FB1969  ___________________________________________________________________
 FB1969* NAD 83(1986)-  35 50 38.     (N)    083 40 32.     (W)     SCALED    
 FB1969* NAVD 88     -       310.62   (+/-2cm)    1019.1    (feet)  VERTCON   
 FB1969  ___________________________________________________________________
 FB1969  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FB1969
 FB1969  VERT ORDER  -  ? (See Below)
 FB1969
 FB1969.The horizontal coordinates were scaled from a topographic map and have
 FB1969.an estimated accuracy of +/- 6 seconds.
 FB1969
 FB1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1969.The vertical order pertains to the NGVD 29 superseded value.
 FB1969
 FB1969.The geoid height was determined by GEOID03.
 FB1969
 FB1969;                    North         East    Units  Estimated Accuracy
 FB1969;SPC TN       -   170,090.      809,960.      MT  (+/- 180 meters Scaled)
 FB1969
 FB1969                          SUPERSEDED SURVEY CONTROL
 FB1969
 FB1969  NGVD 29 (??/??/92)  310.740  (m)         1019.49   (f) ADJ UNCH    ?  
 FB1969
 FB1969.Superseded values are not recommended for survey control.
 FB1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1969.See file dsdata.txt to determine how the superseded data were derived.
 FB1969
 FB1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV583699(NAD 83)
 FB1969_MARKER: DD = SURVEY DISK
 FB1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1969_STAMPING: LHT 648 1938
 FB1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1969+STABILITY: SURFACE MOTION
 FB1969
 FB1969  HISTORY     - Date     Condition        Report By
 FB1969  HISTORY     - 1938     MONUMENTED       TVA
 FB1969
 FB1969                          STATION DESCRIPTION
 FB1969
 FB1969'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1969'8.7 MI SW FROM SEVIERVILLE.
 FB1969'8.7 MILES SOUTHWET OF SEVIERVILLE, 3.2 MILES WEST ALONG THE
 FB1969'OLD STAGE ROAD FROM WHITE SCHOOL, AT THE JUNCTION OF A ROAD
 FB1969'LEADING NORTHWEST TO PITNER SCHOOL, 46.5 FEET NORTH OF A 6-INCH
 FB1969'CEDAR TREE, 18 FEET NORTH OF THE OLD STAGE ROAD, 15 FEET NORTH OF
 FB1969'A GALVANIZED-IRON PIPE UNDER THE ROAD, 3.7 FEET EAST OF A
 FB1969'RAIL-FENCE CORNER, AND 1 FOOT SOUTH OF THE RAIL FENCE.  A
 FB1969'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 648 1938
 FB1969'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1970 ***********************************************************************
 FB1970  DESIGNATION -  LHT 649
 FB1970  PID         -  FB1970
 FB1970  STATE/COUNTY-  TN/SEVIER
 FB1970  USGS QUAD   -  WALDEN CREEK (1987)
 FB1970
 FB1970                         *CURRENT SURVEY CONTROL
 FB1970  ___________________________________________________________________
 FB1970* NAD 83(1986)-  35 50 11.     (N)    083 41 21.     (W)     SCALED    
 FB1970* NAVD 88     -       311.03   (+/-2cm)    1020.4    (feet)  VERTCON   
 FB1970  ___________________________________________________________________
 FB1970  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB1970
 FB1970  VERT ORDER  -  ? (See Below)
 FB1970
 FB1970.The horizontal coordinates were scaled from a topographic map and have
 FB1970.an estimated accuracy of +/- 6 seconds.
 FB1970
 FB1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1970.The vertical order pertains to the NGVD 29 superseded value.
 FB1970
 FB1970.The geoid height was determined by GEOID03.
 FB1970
 FB1970;                    North         East    Units  Estimated Accuracy
 FB1970;SPC TN       -   169,230.      808,750.      MT  (+/- 180 meters Scaled)
 FB1970
 FB1970                          SUPERSEDED SURVEY CONTROL
 FB1970
 FB1970  NGVD 29 (??/??/92)  311.145  (m)         1020.81   (f) ADJ UNCH    ?  
 FB1970
 FB1970.Superseded values are not recommended for survey control.
 FB1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1970.See file dsdata.txt to determine how the superseded data were derived.
 FB1970
 FB1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV571691(NAD 83)
 FB1970_MARKER: DD = SURVEY DISK
 FB1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1970_STAMPING: LHT 649 1938
 FB1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1970+STABILITY: SURFACE MOTION
 FB1970
 FB1970  HISTORY     - Date     Condition        Report By
 FB1970  HISTORY     - 1938     MONUMENTED       TVA
 FB1970
 FB1970                          STATION DESCRIPTION
 FB1970
 FB1970'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1970'9.8 MI SW FROM SEVIERVILLE.
 FB1970'9.8 MILES SOUTHWEST OF SEVIERVILLE, 4.3 MILES WEST ALONG THE OLD
 FB1970'STAGE ROAD FROM WHITE SCHOOL, 110 FEET EAST OF THE INTERSECTION OF
 FB1970'THE DUPONT SCHOOL ROAD, 150 FEET WEST OF FIRST KNOB CREEK, 66.2
 FB1970'FEET NORTHEAST OF A 12-INCH APPLE TREE, 50.6 FEET NORTH OF THE
 FB1970'NORTHEAST CORNER OF THE ROGERS HOUSE, 12 FEET SOUTH OF THE ROAD,
 FB1970'1 FOOT NORTH OF A FENCE, AND 2 FEET WEST OF A FENCE CORNER.
 FB1970'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 649 1938
 FB1970'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1971 ***********************************************************************
 FB1971  DESIGNATION -  LHT 650
 FB1971  PID         -  FB1971
 FB1971  STATE/COUNTY-  TN/SEVIER
 FB1971  USGS QUAD   -  WALDEN CREEK (1987)
 FB1971
 FB1971                         *CURRENT SURVEY CONTROL
 FB1971  ___________________________________________________________________
 FB1971* NAD 83(1986)-  35 50 40.     (N)    083 41 44.     (W)     SCALED    
 FB1971* NAVD 88     -       307.67   (+/-2cm)    1009.4    (feet)  VERTCON   
 FB1971  ___________________________________________________________________
 FB1971  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FB1971
 FB1971  VERT ORDER  -  ? (See Below)
 FB1971
 FB1971.The horizontal coordinates were scaled from a topographic map and have
 FB1971.an estimated accuracy of +/- 6 seconds.
 FB1971
 FB1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1971.The vertical order pertains to the NGVD 29 superseded value.
 FB1971
 FB1971.The geoid height was determined by GEOID03.
 FB1971
 FB1971;                    North         East    Units  Estimated Accuracy
 FB1971;SPC TN       -   170,110.      808,160.      MT  (+/- 180 meters Scaled)
 FB1971
 FB1971                          SUPERSEDED SURVEY CONTROL
 FB1971
 FB1971  NGVD 29 (??/??/92)  307.787  (m)         1009.80   (f) ADJ UNCH    ?  
 FB1971
 FB1971.Superseded values are not recommended for survey control.
 FB1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1971.See file dsdata.txt to determine how the superseded data were derived.
 FB1971
 FB1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV565700(NAD 83)
 FB1971_MARKER: DD = SURVEY DISK
 FB1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1971_STAMPING: LHT 650 1938
 FB1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1971+STABILITY: SURFACE MOTION
 FB1971
 FB1971  HISTORY     - Date     Condition        Report By
 FB1971  HISTORY     - 1938     MONUMENTED       TVA
 FB1971
 FB1971                          STATION DESCRIPTION
 FB1971
 FB1971'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1971'10.5 MI SW FROM SEVIERVILLE.
 FB1971'10.5 MILES SOUTHWEST OF SEVIERVILLE, 1.1 MILES EAST ALONG THE
 FB1971'OLD STAGE ROAD FROM CUSICK, 225 FEET WEST OF THE RESIDENCE OF
 FB1971'MRS. S.H. TAYLOR, 66.2 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 FB1971'A BARN, 30 FEET WEST OF A DRAIN, 7.2 FEET EAST-NORTHEAST OF THE
 FB1971'SOUTHEAST CORNER OF A GARAGE, AND 1 FOOT SOUTHWEST OF A WIRE
 FB1971'FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1971'LHT 650 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1972 ***********************************************************************
 FB1972  DESIGNATION -  LHT 651
 FB1972  PID         -  FB1972
 FB1972  STATE/COUNTY-  TN/SEVIER
 FB1972  USGS QUAD   -  WALDEN CREEK (1987)
 FB1972
 FB1972                         *CURRENT SURVEY CONTROL
 FB1972  ___________________________________________________________________
 FB1972* NAD 83(1986)-  35 50 50.     (N)    083 42 35.     (W)     SCALED    
 FB1972* NAVD 88     -       298.68   (+/-2cm)     979.9    (feet)  VERTCON   
 FB1972  ___________________________________________________________________
 FB1972  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FB1972
 FB1972  VERT ORDER  -  ? (See Below)
 FB1972
 FB1972.The horizontal coordinates were scaled from a topographic map and have
 FB1972.an estimated accuracy of +/- 6 seconds.
 FB1972
 FB1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1972.The vertical order pertains to the NGVD 29 superseded value.
 FB1972
 FB1972.The geoid height was determined by GEOID03.
 FB1972
 FB1972;                    North         East    Units  Estimated Accuracy
 FB1972;SPC TN       -   170,390.      806,870.      MT  (+/- 180 meters Scaled)
 FB1972
 FB1972                          SUPERSEDED SURVEY CONTROL
 FB1972
 FB1972  NGVD 29 (??/??/92)  298.805  (m)          980.33   (f) ADJ UNCH    ?  
 FB1972
 FB1972.Superseded values are not recommended for survey control.
 FB1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1972.See file dsdata.txt to determine how the superseded data were derived.
 FB1972
 FB1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV552703(NAD 83)
 FB1972_MARKER: DD = SURVEY DISK
 FB1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1972_STAMPING: 651
 FB1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1972+STABILITY: SURFACE MOTION
 FB1972
 FB1972  HISTORY     - Date     Condition        Report By
 FB1972  HISTORY     - UNK      MONUMENTED       TVA
 FB1972  HISTORY     - 1938     GOOD             NGS
 FB1972
 FB1972                          STATION DESCRIPTION
 FB1972
 FB1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 FB1972'AT CUSICK.
 FB1972'AT CUSICK, 500 FEET WEST ALONG STATE HIGHWAYS 35 AND 71 FROM THE
 FB1972'BRIDGE OVER SECOND KNOB CREEK, 400 FEET NORTHEAST OF THE A.B.
 FB1972'DELOZIER HOUSE, AT THE JUNCTION OF MARYVILLE PIKE, 78.2 FEET
 FB1972'NORTHWEST OF A HIGHWAY STOP-SIGN, 50 FEET SOUTHWEST OF THE
 FB1972'HIGHWAY, AND 22 FEET NORTH OF THE PIKE.  A TENNESSEE VALLEY
 FB1972'AUTHORITY STANDARD DISK, STAMPED 651 AND SET IN THE TOP OF A
 FB1972'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1973 ***********************************************************************
 FB1973  DESIGNATION -  LHT 652
 FB1973  PID         -  FB1973
 FB1973  STATE/COUNTY-  TN/SEVIER
 FB1973  USGS QUAD   -  WALDEN CREEK (1987)
 FB1973
 FB1973                         *CURRENT SURVEY CONTROL
 FB1973  ___________________________________________________________________
 FB1973* NAD 83(1986)-  35 51 26.     (N)    083 43 32.     (W)     SCALED    
 FB1973* NAVD 88     -       296.10   (+/-2cm)     971.5    (feet)  VERTCON   
 FB1973  ___________________________________________________________________
 FB1973  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FB1973
 FB1973  VERT ORDER  -  ? (See Below)
 FB1973
 FB1973.The horizontal coordinates were scaled from a topographic map and have
 FB1973.an estimated accuracy of +/- 6 seconds.
 FB1973
 FB1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1973.The vertical order pertains to the NGVD 29 superseded value.
 FB1973
 FB1973.The geoid height was determined by GEOID03.
 FB1973
 FB1973;                    North         East    Units  Estimated Accuracy
 FB1973;SPC TN       -   171,460.      805,410.      MT  (+/- 180 meters Scaled)
 FB1973
 FB1973                          SUPERSEDED SURVEY CONTROL
 FB1973
 FB1973  NGVD 29 (??/??/92)  296.230  (m)          971.88   (f) ADJ UNCH    ?  
 FB1973
 FB1973.Superseded values are not recommended for survey control.
 FB1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1973.See file dsdata.txt to determine how the superseded data were derived.
 FB1973
 FB1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV538715(NAD 83)
 FB1973_MARKER: DD = SURVEY DISK
 FB1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1973_STAMPING: LHT 652 1938
 FB1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1973+STABILITY: SURFACE MOTION
 FB1973
 FB1973  HISTORY     - Date     Condition        Report By
 FB1973  HISTORY     - 1938     MONUMENTED       TVA
 FB1973
 FB1973                          STATION DESCRIPTION
 FB1973
 FB1973'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1973'1.2 MI NW FROM CUSICK.
 FB1973'1.2 MILES NORTHWEST ALONG STATE HIGHWAYS 35 AND 71 FROM CUSICK,
 FB1973'600 FEET EAST OF A SINCLAIR SERVICE STATION, 200 FEET SOUTHWEST
 FB1973'OF A 2-STORY HOUSE, 88.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 FB1973'OF A BRIDGE OVER A STREAM, 23 FEET NORTH OF THE HIGHWAY, 21.9
 FB1973'FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE BARN, AND 2 FEET
 FB1973'NORTHEAST OF A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY
 FB1973'STANDARD DISK, STAMPED LHT 652 1938 AND SET IN THE TOP OF A
 FB1973'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1974 ***********************************************************************
 FB1974  DESIGNATION -  LHT 653
 FB1974  PID         -  FB1974
 FB1974  STATE/COUNTY-  TN/SEVIER
 FB1974  USGS QUAD   -  WALDEN CREEK (1987)
 FB1974
 FB1974                         *CURRENT SURVEY CONTROL
 FB1974  ___________________________________________________________________
 FB1974* NAD 83(1986)-  35 51 45.     (N)    083 44 38.     (W)     SCALED    
 FB1974* NAVD 88     -       299.03   (+/-2cm)     981.1    (feet)  VERTCON   
 FB1974  ___________________________________________________________________
 FB1974  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FB1974
 FB1974  VERT ORDER  -  ? (See Below)
 FB1974
 FB1974.The horizontal coordinates were scaled from a topographic map and have
 FB1974.an estimated accuracy of +/- 6 seconds.
 FB1974
 FB1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1974.The vertical order pertains to the NGVD 29 superseded value.
 FB1974
 FB1974.The geoid height was determined by GEOID03.
 FB1974
 FB1974;                    North         East    Units  Estimated Accuracy
 FB1974;SPC TN       -   172,010.      803,740.      MT  (+/- 180 meters Scaled)
 FB1974
 FB1974                          SUPERSEDED SURVEY CONTROL
 FB1974
 FB1974  NGVD 29 (??/??/92)  299.157  (m)          981.48   (f) ADJ UNCH    ?  
 FB1974
 FB1974.Superseded values are not recommended for survey control.
 FB1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1974.See file dsdata.txt to determine how the superseded data were derived.
 FB1974
 FB1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV522721(NAD 83)
 FB1974_MARKER: DD = SURVEY DISK
 FB1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1974_STAMPING: LHT 653 1938
 FB1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1974+STABILITY: SURFACE MOTION
 FB1974
 FB1974  HISTORY     - Date     Condition        Report By
 FB1974  HISTORY     - 1938     MONUMENTED       TVA
 FB1974
 FB1974                          STATION DESCRIPTION
 FB1974
 FB1974'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1974'11.5 MI W FROM SEVIERVILLE.
 FB1974'11.5 MILES WEST ALONG STATE HIGHWAYS 35 AND 71 FROM SEVIERVILLE,
 FB1974'1.3 MILES NORTHWEST OF CUSICK, 600 FEET NORTHWEST OF A BRIDGE OVER
 FB1974'BOYDS CREEK, AT THE JUNCTION OF A T-ROAD LEADING NORTHEAST TO
 FB1974'HARRISON CHILHOWEE ACADEMY, 150 FEET NORTH OF A BARN, 44 FEET
 FB1974'NORTHEAST OF THE HIGHWAY, 20 FEET NORTHWEST OF THE T-ROAD, 15.4
 FB1974'FEET NORTH-NORTHEAST OF POWER-TRANSMISSION LINE POLE 13, 10.8
 FB1974'FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET SOUTHWEST OF A WIRE
 FB1974'FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1974'LHT 653 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1976 ***********************************************************************
 FB1976  DESIGNATION -  LHT 654
 FB1976  PID         -  FB1976
 FB1976  STATE/COUNTY-  TN/SEVIER
 FB1976  USGS QUAD   -  WILDWOOD (1988)
 FB1976
 FB1976                         *CURRENT SURVEY CONTROL
 FB1976  ___________________________________________________________________
 FB1976* NAD 83(1986)-  35 51 38.     (N)    083 46 16.     (W)     SCALED    
 FB1976* NAVD 88     -       318.42   (+/-2cm)    1044.7    (feet)  VERTCON   
 FB1976  ___________________________________________________________________
 FB1976  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FB1976
 FB1976  VERT ORDER  -  ? (See Below)
 FB1976
 FB1976.The horizontal coordinates were scaled from a topographic map and have
 FB1976.an estimated accuracy of +/- 6 seconds.
 FB1976
 FB1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1976.The vertical order pertains to the NGVD 29 superseded value.
 FB1976
 FB1976.The geoid height was determined by GEOID03.
 FB1976
 FB1976;                    North         East    Units  Estimated Accuracy
 FB1976;SPC TN       -   171,740.      801,290.      MT  (+/- 180 meters Scaled)
 FB1976
 FB1976                          SUPERSEDED SURVEY CONTROL
 FB1976
 FB1976  NGVD 29 (??/??/92)  318.548  (m)         1045.10   (f) ADJ UNCH    ?  
 FB1976
 FB1976.Superseded values are not recommended for survey control.
 FB1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1976.See file dsdata.txt to determine how the superseded data were derived.
 FB1976
 FB1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV497720(NAD 83)
 FB1976_MARKER: DD = SURVEY DISK
 FB1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1976_STAMPING: LHT 654
 FB1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1976+STABILITY: SURFACE MOTION
 FB1976
 FB1976  HISTORY     - Date     Condition        Report By
 FB1976  HISTORY     - UNK      MONUMENTED       TVA
 FB1976  HISTORY     - 1938     GOOD             TVA
 FB1976
 FB1976                          STATION DESCRIPTION
 FB1976
 FB1976'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1976'11.8 MI SW FROM SEVIERVILLE.
 FB1976'11.8 MILES SOUTHWEST OF SEVIERVILLE, ON THE ELLEJOY ROAD, 0.6
 FB1976'MILE SOUTHWEST OF DUPONT SCHOOL, 300 FEET SOUTH OF THE S.G. GIBSON
 FB1976'HOUSE, AT THE JUNCTION OF A FARM ROAD, 27.8 FEET SOUTHEAST OF THE
 FB1976'SOUTHEAST CORNER OF A BRIDGE OVER GARNER BRANCH, 27 FEET SOUTHEAST
 FB1976'OF THE ELLEJOY ROAD, 6 FEET NORTHEAST OF THE FARM ROAD, 20 FEET
 FB1976'NORTH OF THE BASE OF A STEEP HILL, 4.0 FEET SOUTHWEST OF A 14-INCH
 FB1976'SWEET-GUM TREE, AND 2 FEET SOUTHEAST OF A BOARD-AND-WIRE FENCE.
 FB1976'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 654 AND
 FB1976'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1977 ***********************************************************************
 FB1977  DESIGNATION -  LHT 655
 FB1977  PID         -  FB1977
 FB1977  STATE/COUNTY-  TN/SEVIER
 FB1977  USGS QUAD   -  WALDEN CREEK (1987)
 FB1977
 FB1977                         *CURRENT SURVEY CONTROL
 FB1977  ___________________________________________________________________
 FB1977* NAD 83(1986)-  35 48 29.     (N)    083 43 02.     (W)     SCALED    
 FB1977* NAVD 88     -       340.32   (+/-2cm)    1116.5    (feet)  VERTCON   
 FB1977  ___________________________________________________________________
 FB1977  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FB1977
 FB1977  VERT ORDER  -  ? (See Below)
 FB1977
 FB1977.The horizontal coordinates were scaled from a topographic map and have
 FB1977.an estimated accuracy of +/- 6 seconds.
 FB1977
 FB1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1977.The vertical order pertains to the NGVD 29 superseded value.
 FB1977
 FB1977.The geoid height was determined by GEOID03.
 FB1977
 FB1977;                    North         East    Units  Estimated Accuracy
 FB1977;SPC TN       -   166,030.      806,290.      MT  (+/- 180 meters Scaled)
 FB1977
 FB1977                          SUPERSEDED SURVEY CONTROL
 FB1977
 FB1977  NGVD 29 (??/??/92)  340.419  (m)         1116.86   (f) ADJ UNCH    ?  
 FB1977
 FB1977.Superseded values are not recommended for survey control.
 FB1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1977.See file dsdata.txt to determine how the superseded data were derived.
 FB1977
 FB1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV544660(NAD 83)
 FB1977_MARKER: DD = SURVEY DISK
 FB1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1977_STAMPING: LHT 655 1938
 FB1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1977+STABILITY: SURFACE MOTION
 FB1977
 FB1977  HISTORY     - Date     Condition        Report By
 FB1977  HISTORY     - 1938     MONUMENTED       TVA
 FB1977
 FB1977                          STATION DESCRIPTION
 FB1977
 FB1977'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1977'12.7 MI SW FROM SEVIERVILLE.
 FB1977'12.7 MILES SOUTHWEST OF SEVIERVILLE, SEVIER COUNTY, ON THE
 FB1977'ELLEJOY ROAD, 1.5 MILES SOUTHWEST OF DUPONT SCHOOL, AT THE
 FB1977'JUNCTION OF A ROAD LEADING SOUTHEAST, 150 FEET SOUTHWEST OF THE
 FB1977'WOODS LINE, IN AN ABANDONED FIELD, 46.8 FEET NORTH-NORTHWEST OF
 FB1977'A 2-INCH TWIN RED-OAK TREE, 39.6 FEET NORTH OF THREE MAIL BOXES,
 FB1977'AND 15 FEET NORTHWEST OF THE ELLEJOY ROAD.  A TENNESSEE VALLEY
 FB1977'AUTHORITY STANDARD DISK, STAMPED LHT 655 1938 AND SET IN THE
 FB1977'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1978 ***********************************************************************
 FB1978  DESIGNATION -  LHT 656
 FB1978  PID         -  FB1978
 FB1978  STATE/COUNTY-  TN/SEVIER
 FB1978  USGS QUAD   -  WALDEN CREEK (1987)
 FB1978
 FB1978                         *CURRENT SURVEY CONTROL
 FB1978  ___________________________________________________________________
 FB1978* NAD 83(1986)-  35 48 15.     (N)    083 43 47.     (W)     SCALED    
 FB1978* NAVD 88     -       306.43   (+/-2cm)    1005.3    (feet)  VERTCON   
 FB1978  ___________________________________________________________________
 FB1978  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FB1978
 FB1978  VERT ORDER  -  ? (See Below)
 FB1978
 FB1978.The horizontal coordinates were scaled from a topographic map and have
 FB1978.an estimated accuracy of +/- 6 seconds.
 FB1978
 FB1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1978.The vertical order pertains to the NGVD 29 superseded value.
 FB1978
 FB1978.The geoid height was determined by GEOID03.
 FB1978
 FB1978;                    North         East    Units  Estimated Accuracy
 FB1978;SPC TN       -   165,570.      805,170.      MT  (+/- 180 meters Scaled)
 FB1978
 FB1978                          SUPERSEDED SURVEY CONTROL
 FB1978
 FB1978  NGVD 29 (??/??/92)  306.539  (m)         1005.70   (f) ADJ UNCH    ?  
 FB1978
 FB1978.Superseded values are not recommended for survey control.
 FB1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1978.See file dsdata.txt to determine how the superseded data were derived.
 FB1978
 FB1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV533656(NAD 83)
 FB1978_MARKER: DD = SURVEY DISK
 FB1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1978_STAMPING: LHT 656 1938
 FB1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1978+STABILITY: SURFACE MOTION
 FB1978
 FB1978  HISTORY     - Date     Condition        Report By
 FB1978  HISTORY     - 1938     MONUMENTED       TVA
 FB1978
 FB1978                          STATION DESCRIPTION
 FB1978
 FB1978'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1978'13.5 MI SW FROM SEVIERVILLE.
 FB1978'13.5 MILES SOUTHWEST OF SEVIERVILLE, 2.3 MILES SOUTHWEST OF
 FB1978'DUPONT SCHOOL, 225 FEET EAST OF A 1-STORY FRAME SHACK ON A
 FB1978'HILLSIDE, AT DRIPPING SPRINGS SCHOOL, 80 FEET NORTHWEST OF THE
 FB1978'SCHOOLHOUSE, 35.8 FEET WEST OF A 12-INCH APPLE TREE, 33.6 FEET
 FB1978'SOUTHWEST OF A 6-INCH ELM TREE, AND 15 FEET SOUTHEAST OF THE ROAD.
 FB1978'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 656 1938
 FB1978'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1980 ***********************************************************************
 FB1980  DESIGNATION -  LHT 657
 FB1980  PID         -  FB1980
 FB1980  STATE/COUNTY-  TN/SEVIER
 FB1980  USGS QUAD   -  WALDEN CREEK (1987)
 FB1980
 FB1980                         *CURRENT SURVEY CONTROL
 FB1980  ___________________________________________________________________
 FB1980* NAD 83(1986)-  35 47 26.     (N)    083 44 30.     (W)     SCALED    
 FB1980* NAVD 88     -       320.20   (+/-2cm)    1050.5    (feet)  VERTCON   
 FB1980  ___________________________________________________________________
 FB1980  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1980
 FB1980  VERT ORDER  -  ? (See Below)
 FB1980
 FB1980.The horizontal coordinates were scaled from a topographic map and have
 FB1980.an estimated accuracy of +/- 6 seconds.
 FB1980
 FB1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1980.The vertical order pertains to the NGVD 29 superseded value.
 FB1980
 FB1980.The geoid height was determined by GEOID03.
 FB1980
 FB1980;                    North         East    Units  Estimated Accuracy
 FB1980;SPC TN       -   164,030.      804,130.      MT  (+/- 180 meters Scaled)
 FB1980
 FB1980                          SUPERSEDED SURVEY CONTROL
 FB1980
 FB1980  NGVD 29 (??/??/92)  320.302  (m)         1050.86   (f) ADJ UNCH    ?  
 FB1980
 FB1980.Superseded values are not recommended for survey control.
 FB1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1980.See file dsdata.txt to determine how the superseded data were derived.
 FB1980
 FB1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV522641(NAD 83)
 FB1980_MARKER: DD = SURVEY DISK
 FB1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1980_STAMPING: LHT 657
 FB1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1980+STABILITY: SURFACE MOTION
 FB1980
 FB1980  HISTORY     - Date     Condition        Report By
 FB1980  HISTORY     - UNK      MONUMENTED       TVA
 FB1980  HISTORY     - 1938     GOOD             TVA
 FB1980
 FB1980                          STATION DESCRIPTION
 FB1980
 FB1980'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1980'14.9 MI SW FROM SEVIERVILLE.
 FB1980'14.9 MILES SOUTHWEST OF SEVIERVILLE, ON CHILHOWEE ROAD, 400 FEET
 FB1980'EAST OF THE SEVIER-BLOUNT COUNTY LINE, AT THE JUNCTION OF A ROAD
 FB1980'LEADING SOUTH, 23 FEET SOUTHEAST OF CHILHOWEE ROAD, 18 FEET
 FB1980'NORTHEAST OF THE SIDE ROAD, ON A 3-FOOT BANK, OPPOSITE A PINE
 FB1980'THICKET, 34.2 FEET NORTH NORTHEAST OF A 5-INCH SWEET-GUM TREE,
 FB1980'7.3 FEET SOUTHWEST OF A 10-INCH CEDAR TREE, AND 3 FEET SOUTHEAST
 FB1980'OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1980'STAMPED LHT 657 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1981 ***********************************************************************
 FB1981  DESIGNATION -  LHT 658
 FB1981  PID         -  FB1981
 FB1981  STATE/COUNTY-  TN/BLOUNT
 FB1981  USGS QUAD   -  WILDWOOD (1988)
 FB1981
 FB1981                         *CURRENT SURVEY CONTROL
 FB1981  ___________________________________________________________________
 FB1981* NAD 83(1986)-  35 47 16.     (N)    083 45 12.     (W)     SCALED    
 FB1981* NAVD 88     -       293.82   (+/-2cm)     964.0    (feet)  VERTCON   
 FB1981  ___________________________________________________________________
 FB1981  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1981
 FB1981  VERT ORDER  -  ? (See Below)
 FB1981
 FB1981.The horizontal coordinates were scaled from a topographic map and have
 FB1981.an estimated accuracy of +/- 6 seconds.
 FB1981
 FB1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1981.The vertical order pertains to the NGVD 29 superseded value.
 FB1981
 FB1981.The geoid height was determined by GEOID03.
 FB1981
 FB1981;                    North         East    Units  Estimated Accuracy
 FB1981;SPC TN       -   163,700.      803,080.      MT  (+/- 180 meters Scaled)
 FB1981
 FB1981                          SUPERSEDED SURVEY CONTROL
 FB1981
 FB1981  NGVD 29 (??/??/92)  293.929  (m)          964.33   (f) ADJ UNCH    ?  
 FB1981
 FB1981.Superseded values are not recommended for survey control.
 FB1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1981.See file dsdata.txt to determine how the superseded data were derived.
 FB1981
 FB1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV511639(NAD 83)
 FB1981_MARKER: DD = SURVEY DISK
 FB1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1981_STAMPING: LHT 658 1938
 FB1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1981+STABILITY: SURFACE MOTION
 FB1981
 FB1981  HISTORY     - Date     Condition        Report By
 FB1981  HISTORY     - 1938     MONUMENTED       TVA
 FB1981
 FB1981                          STATION DESCRIPTION
 FB1981
 FB1981'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1981'12.7 MI E FROM MARYVILLE.
 FB1981'12.7 MILES EAST OF MARYVILLE, 6.7 MILES SOUTHEAST OF WILDWOOD,
 FB1981'ON THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, 1.2 MILES
 FB1981'NORTHEAST OF THE INTERSECTION OF A ROAD LEADING TO PROSPECT SCHOOL,
 FB1981'NORTHWEST OF A FARMHOUSE, 175 FEET WEST OF A 36-INCH WHITE OAK
 FB1981'TREE, 100 FEET SOUTHWEST OF THE JUNCTION OF A FARM ROAD, 100 FEET
 FB1981'NORTH OF A LARGE BARN, 50 FEET WEST OF THE JUNCTION OF TWO
 FB1981'SMALL STREAMS, 40.5 FEET WEST OF A 12-INCH BUCKEYE TREE, 33.8
 FB1981'FEET WEST-SOUTHWEST OF THE NORTHEAST POST OF A GATE, 19.4 FEET
 FB1981'SOUTH-SOUTHWEST OF A 24-INCH MULBERRY TREE, IN A BARN LOT, AND ON
 FB1981'THE NORTHEAST SIDE OF THE BARN LOT FENCE.  A TENNESSEE VALLEY
 FB1981'AUTHORITY STANDARD DISK, STAMPED LHT 658 1938 AND SET IN THE TOP
 FB1981'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1982 ***********************************************************************
 FB1982  DESIGNATION -  LHT 659
 FB1982  PID         -  FB1982
 FB1982  STATE/COUNTY-  TN/BLOUNT
 FB1982  USGS QUAD   -  WILDWOOD (1988)
 FB1982
 FB1982                         *CURRENT SURVEY CONTROL
 FB1982  ___________________________________________________________________
 FB1982* NAD 83(1986)-  35 46 53.     (N)    083 46 11.     (W)     SCALED    
 FB1982* NAVD 88     -       318.53   (+/-2cm)    1045.0    (feet)  VERTCON   
 FB1982  ___________________________________________________________________
 FB1982  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1982
 FB1982  VERT ORDER  -  ? (See Below)
 FB1982
 FB1982.The horizontal coordinates were scaled from a topographic map and have
 FB1982.an estimated accuracy of +/- 6 seconds.
 FB1982
 FB1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1982.The vertical order pertains to the NGVD 29 superseded value.
 FB1982
 FB1982.The geoid height was determined by GEOID03.
 FB1982
 FB1982;                    North         East    Units  Estimated Accuracy
 FB1982;SPC TN       -   162,960.      801,620.      MT  (+/- 180 meters Scaled)
 FB1982
 FB1982                          SUPERSEDED SURVEY CONTROL
 FB1982
 FB1982  NGVD 29 (??/??/92)  318.643  (m)         1045.41   (f) ADJ UNCH    ?  
 FB1982
 FB1982.Superseded values are not recommended for survey control.
 FB1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1982.See file dsdata.txt to determine how the superseded data were derived.
 FB1982
 FB1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV496632(NAD 83)
 FB1982_MARKER: DD = SURVEY DISK
 FB1982_SETTING: 66 = SET IN ROCK OUTCROP
 FB1982_SP_SET: ROCK OUTCROP
 FB1982_STAMPING: LHT 659 1938
 FB1982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1982+STABILITY: POSITION/ELEVATION WELL
 FB1982
 FB1982  HISTORY     - Date     Condition        Report By
 FB1982  HISTORY     - 1938     MONUMENTED       TVA
 FB1982
 FB1982                          STATION DESCRIPTION
 FB1982
 FB1982'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1982'11.5 MI E FROM MARYVILLE.
 FB1982'11.5 MILES EAST OF MARYVILLE, 6.0 MILES SOUTHEAST OF WILDWOOD,
 FB1982'ON THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, 275 FEET SOUTHEAST
 FB1982'OF THE INTERSECTION OF A SIDE ROAD, IN THE FRONT YARD OF OLD
 FB1982'CHILHOWEE CHURCH, 95.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 FB1982'OF THE SCHOOL BUILDING, 75 FEET SOUTHEAST OF A 32-INCH WHITE-OAK
 FB1982'TREE, 48.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH
 FB1982'BUILDING, 60 FEET NORTHEAST OF 20-INCH WALNUT TREE, 25 FEET
 FB1982'SOUTHWEST OF A PUMP, 10 FEET NORTHEAST OF A 7-INCH HICKORY TREE,
 FB1982'AT THE SOUTH EDGE OF A DRIVEWAY, AND IN A ROCK OUTCROP.  A
 FB1982'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 659 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1983 ***********************************************************************
 FB1983  DESIGNATION -  LHT 660
 FB1983  PID         -  FB1983
 FB1983  STATE/COUNTY-  TN/BLOUNT
 FB1983  USGS QUAD   -  WILDWOOD (1988)
 FB1983
 FB1983                         *CURRENT SURVEY CONTROL
 FB1983  ___________________________________________________________________
 FB1983* NAD 83(1986)-  35 46 31.     (N)    083 47 18.     (W)     SCALED    
 FB1983* NAVD 88     -       313.30   (+/-2cm)    1027.9    (feet)  VERTCON   
 FB1983  ___________________________________________________________________
 FB1983  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1983
 FB1983  VERT ORDER  -  ? (See Below)
 FB1983
 FB1983.The horizontal coordinates were scaled from a topographic map and have
 FB1983.an estimated accuracy of +/- 6 seconds.
 FB1983
 FB1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1983.The vertical order pertains to the NGVD 29 superseded value.
 FB1983
 FB1983.The geoid height was determined by GEOID03.
 FB1983
 FB1983;                    North         East    Units  Estimated Accuracy
 FB1983;SPC TN       -   162,240.      799,950.      MT  (+/- 180 meters Scaled)
 FB1983
 FB1983                          SUPERSEDED SURVEY CONTROL
 FB1983
 FB1983  NGVD 29 (??/??/92)  313.414  (m)         1028.26   (f) ADJ UNCH    ?  
 FB1983
 FB1983.Superseded values are not recommended for survey control.
 FB1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1983.See file dsdata.txt to determine how the superseded data were derived.
 FB1983
 FB1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV479626(NAD 83)
 FB1983_MARKER: DD = SURVEY DISK
 FB1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1983_STAMPING: LHT 660 1938
 FB1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1983+STABILITY: SURFACE MOTION
 FB1983
 FB1983  HISTORY     - Date     Condition        Report By
 FB1983  HISTORY     - 1938     MONUMENTED       TVA
 FB1983
 FB1983                          STATION DESCRIPTION
 FB1983
 FB1983'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1983'10.5 MI E FROM MARYVILLE.
 FB1983'10.5 MILES EAST OF MARYVILLE, 5.1 MILES SOUTHEAST OF WILDWOOD,
 FB1983'ON THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, AT A FARM-ROAD
 FB1983'INTERSECTION, 375 FEET SOUTH OF A LOG HOUSE, 100 FEET SOUTH OF
 FB1983'A BRIDGE OVER A SMALL CREEK CROSSING THE MAIN ROAD, 100 FEET
 FB1983'SOUTHEAST OF A 7-INCH MULBERRY TREE, 75 FEET SOUTHEAST OF A
 FB1983'32-INCH FORKED WHITE-OAK TREE, 40 FEET NORTHWEST OF A BRIDGE
 FB1983'ON THE FARM ROAD, 35 FEET SOUTHEAST OF THE ROAD INTERSECTION,
 FB1983'36.0 FEET SOUTHWEST OF A 5-INCH SWEET-GUM TREE AT A FENCE LINE,
 FB1983'35.1 FEET SOUTH OF A 4-INCH FORKED APPLE TREE, AT A FENCE,
 FB1983'AND 25 FEET SOUTHEAST OF THE FENCE CORNER.  A TENNESSEE VALLEY
 FB1983'AUTHORITY STANDARD DISK, STAMPED LHT 660 1938 AND SET IN THE TOP
 FB1983'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1984 ***********************************************************************
 FB1984  DESIGNATION -  LHT 661
 FB1984  PID         -  FB1984
 FB1984  STATE/COUNTY-  TN/BLOUNT
 FB1984  USGS QUAD   -  WILDWOOD (1988)
 FB1984
 FB1984                         *CURRENT SURVEY CONTROL
 FB1984  ___________________________________________________________________
 FB1984* NAD 83(1986)-  35 46 04.     (N)    083 48 10.     (W)     SCALED    
 FB1984* NAVD 88     -       297.92   (+/-2cm)     977.4    (feet)  VERTCON   
 FB1984  ___________________________________________________________________
 FB1984  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB1984
 FB1984  VERT ORDER  -  ? (See Below)
 FB1984
 FB1984.The horizontal coordinates were scaled from a topographic map and have
 FB1984.an estimated accuracy of +/- 6 seconds.
 FB1984
 FB1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1984.The vertical order pertains to the NGVD 29 superseded value.
 FB1984
 FB1984.The geoid height was determined by GEOID03.
 FB1984
 FB1984;                    North         East    Units  Estimated Accuracy
 FB1984;SPC TN       -   161,380.      798,660.      MT  (+/- 180 meters Scaled)
 FB1984
 FB1984                          SUPERSEDED SURVEY CONTROL
 FB1984
 FB1984  NGVD 29 (??/??/92)  298.034  (m)          977.80   (f) ADJ UNCH    ?  
 FB1984
 FB1984.Superseded values are not recommended for survey control.
 FB1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1984.See file dsdata.txt to determine how the superseded data were derived.
 FB1984
 FB1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV466618(NAD 83)
 FB1984_MARKER: DD = SURVEY DISK
 FB1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1984_STAMPING: LHT 661 1938
 FB1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1984+STABILITY: SURFACE MOTION
 FB1984
 FB1984  HISTORY     - Date     Condition        Report By
 FB1984  HISTORY     - 1938     MONUMENTED       TVA
 FB1984
 FB1984                          STATION DESCRIPTION
 FB1984
 FB1984'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1984'9.6 MI E FROM MARYVILLE.
 FB1984'9.6 MILES EAST OF MARYVILLE, 4.6 MILES SOUTHEAST OF WILDWOOD, ON
 FB1984'THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, AT THE JUNCTION OF
 FB1984'THE COLD SPRINGS CHURCH ROAD, 170 FEET NORTHEAST OF A 1-STORY
 FB1984'FARMHOUSE, 130 FEET SOUTHEAST OF THE ROAD JUNCTION, 53.2 FEET
 FB1984'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A LARGE BARN, 36.3
 FB1984'FEET SOUTHWEST OF THE SOUTHWEST CORNER, 30 FEET NORTHEAST OF A
 FB1984'SPRING, 20 FEET SOUTHWEST OF A SMALL GATE, IN A FARM LOT, AND AT
 FB1984'THE SOUTH FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB1984'STAMPED LHT 661 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1985 ***********************************************************************
 FB1985  DESIGNATION -  LHT 662
 FB1985  PID         -  FB1985
 FB1985  STATE/COUNTY-  TN/BLOUNT
 FB1985  USGS QUAD   -  WILDWOOD (1988)
 FB1985
 FB1985                         *CURRENT SURVEY CONTROL
 FB1985  ___________________________________________________________________
 FB1985* NAD 83(1986)-  35 45 25.     (N)    083 48 34.     (W)     SCALED    
 FB1985* NAVD 88     -       345.34   (+/-2cm)    1133.0    (feet)  VERTCON   
 FB1985  ___________________________________________________________________
 FB1985  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB1985
 FB1985  VERT ORDER  -  ? (See Below)
 FB1985
 FB1985.The horizontal coordinates were scaled from a topographic map and have
 FB1985.an estimated accuracy of +/- 6 seconds.
 FB1985
 FB1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1985.The vertical order pertains to the NGVD 29 superseded value.
 FB1985
 FB1985.The geoid height was determined by GEOID03.
 FB1985
 FB1985;                    North         East    Units  Estimated Accuracy
 FB1985;SPC TN       -   160,170.      798,090.      MT  (+/- 180 meters Scaled)
 FB1985
 FB1985                          SUPERSEDED SURVEY CONTROL
 FB1985
 FB1985  NGVD 29 (??/??/92)  345.451  (m)         1133.37   (f) ADJ UNCH    ?  
 FB1985
 FB1985.Superseded values are not recommended for survey control.
 FB1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1985.See file dsdata.txt to determine how the superseded data were derived.
 FB1985
 FB1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV459606(NAD 83)
 FB1985_MARKER: DD = SURVEY DISK
 FB1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1985_STAMPING: LHT 662 1938
 FB1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1985+STABILITY: SURFACE MOTION
 FB1985
 FB1985  HISTORY     - Date     Condition        Report By
 FB1985  HISTORY     - 1938     MONUMENTED       TVA
 FB1985
 FB1985                          STATION DESCRIPTION
 FB1985
 FB1985'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1985'9 MI E FROM MARYVILLE.
 FB1985'9.0 MILES EAST OF MARYVILLE, 4.8 MILES SOUTHEAST OF WILDWOOD,
 FB1985'ON THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, 0.5 MILES
 FB1985'SOUTHEAST OF THE WEST INTERSECTION OF THE COLD SPRINGS CHURCH
 FB1985'ROAD, ON THE NORTH SIDE OF THE ROAD, ON THE INSIDE OF A CURVE,
 FB1985'400 FEET WEST OF A 1-STORY FARMHOUSE, 225 FEET NORTHEAST OF A
 FB1985'CULVERT OVER A SMALL STREAM, 150 FEET NORTHEAST OF A SMALL CORN
 FB1985'CRIB, 21.1 FEET NORTH OF A 14-INCH HACKBERRY TREE, 21.3 FEET
 FB1985'NORTHEAST OF THE EAST CORNER OF A LOG FARMHOUSE, AT THE EDGE OF
 FB1985'THE FRONT YARD, AND AT A SMALL GATEPOST.  A TENNESSEE VALLEY
 FB1985'AUTHORITY STANDARD DISK, STAMPED LHT 662 1938 AND SET IN THE TOP
 FB1985'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1986 ***********************************************************************
 FB1986  DESIGNATION -  LHT 663
 FB1986  PID         -  FB1986
 FB1986  STATE/COUNTY-  TN/BLOUNT
 FB1986  USGS QUAD   -  WILDWOOD (1988)
 FB1986
 FB1986                         *CURRENT SURVEY CONTROL
 FB1986  ___________________________________________________________________
 FB1986* NAD 83(1986)-  35 45 18.     (N)    083 49 33.     (W)     SCALED    
 FB1986* NAVD 88     -       295.53   (+/-2cm)     969.6    (feet)  VERTCON   
 FB1986  ___________________________________________________________________
 FB1986  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB1986
 FB1986  VERT ORDER  -  ? (See Below)
 FB1986
 FB1986.The horizontal coordinates were scaled from a topographic map and have
 FB1986.an estimated accuracy of +/- 6 seconds.
 FB1986
 FB1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1986.The vertical order pertains to the NGVD 29 superseded value.
 FB1986
 FB1986.The geoid height was determined by GEOID03.
 FB1986
 FB1986;                    North         East    Units  Estimated Accuracy
 FB1986;SPC TN       -   159,920.      796,610.      MT  (+/- 180 meters Scaled)
 FB1986
 FB1986                          SUPERSEDED SURVEY CONTROL
 FB1986
 FB1986  NGVD 29 (??/??/92)  295.641  (m)          969.95   (f) ADJ UNCH    ?  
 FB1986
 FB1986.Superseded values are not recommended for survey control.
 FB1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1986.See file dsdata.txt to determine how the superseded data were derived.
 FB1986
 FB1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV444604(NAD 83)
 FB1986_MARKER: DD = SURVEY DISK
 FB1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1986_STAMPING: LHT 663 1938
 FB1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1986+STABILITY: SURFACE MOTION
 FB1986
 FB1986  HISTORY     - Date     Condition        Report By
 FB1986  HISTORY     - 1938     MONUMENTED       TVA
 FB1986  HISTORY     - 20050215 GOOD             CAS
 FB1986
 FB1986                          STATION DESCRIPTION
 FB1986
 FB1986'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1986'8 MI E FROM MARYVILLE.
 FB1986'8.0 MILES EAST OF MARYVILLE, 4.2 MILES SOUTHEAST OF WILDWOOD,
 FB1986'ON THE KEEBLE CHAPEL-OLD CHILHOWEE CHURCH ROAD, AT KEEBLE CHAPEL,
 FB1986'300 FEET NORTHEAST OF A LARGE BARN, 56.0 FEET EAST OF THE
 FB1986'NORTHWEST CORNER OF THE CHURCH, 34.9 FEET NORTHEAST OF THE
 FB1986'SOUTHEAST CORNER, 15 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER
 FB1986'OF THE CEMETERY, AND AT THE FENCE BETWEEN THE CHURCH AND THE
 FB1986'CEMETERY.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1986'LHT 663 1938 AND SET IN THE TOP OF A CONCRETE POST.
 FB1986
 FB1986                          STATION RECOVERY (2005)
 FB1986
 FB1986'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FB1986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2026 ***********************************************************************
 FB2026  DESIGNATION -  LHT 664
 FB2026  PID         -  FB2026
 FB2026  STATE/COUNTY-  TN/BLOUNT
 FB2026  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2026
 FB2026                         *CURRENT SURVEY CONTROL
 FB2026  ___________________________________________________________________
 FB2026* NAD 83(1986)-  35 44 45.     (N)    083 49 48.     (W)     SCALED    
 FB2026* NAVD 88     -       274.92   (+/-2cm)     902.0    (feet)  VERTCON   
 FB2026  ___________________________________________________________________
 FB2026  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB2026
 FB2026  VERT ORDER  -  ? (See Below)
 FB2026
 FB2026.The horizontal coordinates were scaled from a topographic map and have
 FB2026.an estimated accuracy of +/- 6 seconds.
 FB2026
 FB2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2026.The vertical order pertains to the NGVD 29 superseded value.
 FB2026
 FB2026.The geoid height was determined by GEOID03.
 FB2026
 FB2026;                    North         East    Units  Estimated Accuracy
 FB2026;SPC TN       -   158,890.      796,260.      MT  (+/- 180 meters Scaled)
 FB2026
 FB2026                          SUPERSEDED SURVEY CONTROL
 FB2026
 FB2026  NGVD 29 (??/??/92)  275.033  (m)          902.34   (f) ADJ UNCH    ?  
 FB2026
 FB2026.Superseded values are not recommended for survey control.
 FB2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2026.See file dsdata.txt to determine how the superseded data were derived.
 FB2026
 FB2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV440594(NAD 83)
 FB2026_MARKER: DD = SURVEY DISK
 FB2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2026_STAMPING: LHT 664 1938
 FB2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2026+STABILITY: SURFACE MOTION
 FB2026
 FB2026  HISTORY     - Date     Condition        Report By
 FB2026  HISTORY     - 1938     MONUMENTED       TVA
 FB2026
 FB2026                          STATION DESCRIPTION
 FB2026
 FB2026'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2026'1.5 MI NW FROM WALLAND.
 FB2026'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM WALLAND, 500
 FB2026'FEET EAST OF A CONCRETE BRIDGE OVER LITTLE RIVER, 300 FEET
 FB2026'SOUTHEAST OF WALKER CHAPEL, 80 FEET SOUTHWEST OF THE J.T. GAMBLE
 FB2026'HOUSE, 80 FEET NORTHEAST OF THE RIVER, 54.1 FEET WEST OF A
 FB2026'HIGHWAY CURVE SIGN, 39 FEET SOUTH OF A SYCAMORE TREE, 16 FEET
 FB2026'SOUTHWEST OF THE HIGHWAY, AND 2 FEET NORTHEAST OF A WIRE FENCE.
 FB2026'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 664 1938
 FB2026'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2027 ***********************************************************************
 FB2027  DESIGNATION -  LHT 665
 FB2027  PID         -  FB2027
 FB2027  STATE/COUNTY-  TN/BLOUNT
 FB2027  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2027
 FB2027                         *CURRENT SURVEY CONTROL
 FB2027  ___________________________________________________________________
 FB2027* NAD 83(1986)-  35 44 15.     (N)    083 49 19.     (W)     SCALED    
 FB2027* NAVD 88     -       288.43   (+/-2cm)     946.3    (feet)  VERTCON   
 FB2027  ___________________________________________________________________
 FB2027  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB2027
 FB2027  VERT ORDER  -  ? (See Below)
 FB2027
 FB2027.The horizontal coordinates were scaled from a topographic map and have
 FB2027.an estimated accuracy of +/- 6 seconds.
 FB2027
 FB2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2027.The vertical order pertains to the NGVD 29 superseded value.
 FB2027
 FB2027.The geoid height was determined by GEOID03.
 FB2027
 FB2027;                    North         East    Units  Estimated Accuracy
 FB2027;SPC TN       -   157,980.      797,000.      MT  (+/- 180 meters Scaled)
 FB2027
 FB2027                          SUPERSEDED SURVEY CONTROL
 FB2027
 FB2027  NGVD 29 (??/??/92)  288.538  (m)          946.65   (f) ADJ UNCH    ?  
 FB2027
 FB2027.Superseded values are not recommended for survey control.
 FB2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2027.See file dsdata.txt to determine how the superseded data were derived.
 FB2027
 FB2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV447585(NAD 83)
 FB2027_MARKER: DD = SURVEY DISK
 FB2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2027_STAMPING: LHT 665 1938
 FB2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2027+STABILITY: SURFACE MOTION
 FB2027
 FB2027  HISTORY     - Date     Condition        Report By
 FB2027  HISTORY     - 1938     MONUMENTED       TVA
 FB2027  HISTORY     - 1970     GOOD             TNDT
 FB2027
 FB2027                          STATION DESCRIPTION
 FB2027
 FB2027'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2027'0.7 MI NW FROM WALLAND.
 FB2027'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 73 FROM WALLAND, 450
 FB2027'FEET NORTHEAST OF LITTLE RIVER, 110 FEET SOUTHEAST OF A LARGE
 FB2027'RED BARN, 90 FEET NORTH OF THE J.H. THOMAS HOUSE, 40 FEET
 FB2027'NORTHEAST OF A SPRING, 25.7 FEET SOUTHEAST OF A 14-INCH PINE
 FB2027'TREE, 16 FEET NORTHWEST OF THE NORTHEAST FENCE CORNER OF THE
 FB2027'YARD, OPPOSITE A 6-FOOT ROAD CUT, 15 FEET SOUTHWEST OF THE
 FB2027'HIGHWAY, AND 3 FEET NORTHEAST OF A WIRE FENCE.  A TENNESSEE
 FB2027'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 665 1938 AND SET
 FB2027'IN THE TOP OF A CONCRETE POST.
 FB2027
 FB2027                          STATION RECOVERY (1970)
 FB2027
 FB2027'RECOVERY NOTE BY TN DEPT OF TRANSP 1970
 FB2027'1 FT. E OF A MWP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2030 ***********************************************************************
 FB2030  DESIGNATION -  LHT 666
 FB2030  PID         -  FB2030
 FB2030  STATE/COUNTY-  TN/BLOUNT
 FB2030  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2030
 FB2030                         *CURRENT SURVEY CONTROL
 FB2030  ___________________________________________________________________
 FB2030* NAD 83(1986)-  35 43 02.     (N)    083 48 59.     (W)     SCALED    
 FB2030* NAVD 88     -       284.82   (+/-2cm)     934.4    (feet)  VERTCON   
 FB2030  ___________________________________________________________________
 FB2030  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FB2030
 FB2030  VERT ORDER  -  ? (See Below)
 FB2030
 FB2030.The horizontal coordinates were scaled from a topographic map and have
 FB2030.an estimated accuracy of +/- 6 seconds.
 FB2030
 FB2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2030.The vertical order pertains to the NGVD 29 superseded value.
 FB2030
 FB2030.The geoid height was determined by GEOID03.
 FB2030
 FB2030;                    North         East    Units  Estimated Accuracy
 FB2030;SPC TN       -   155,750.      797,560.      MT  (+/- 180 meters Scaled)
 FB2030
 FB2030                          SUPERSEDED SURVEY CONTROL
 FB2030
 FB2030  NGVD 29 (??/??/92)  284.931  (m)          934.81   (f) ADJ UNCH    ?  
 FB2030
 FB2030.Superseded values are not recommended for survey control.
 FB2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2030.See file dsdata.txt to determine how the superseded data were derived.
 FB2030
 FB2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV452562(NAD 83)
 FB2030_MARKER: DD = SURVEY DISK
 FB2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2030_STAMPING: LHT 666 1938
 FB2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2030+STABILITY: SURFACE MOTION
 FB2030
 FB2030  HISTORY     - Date     Condition        Report By
 FB2030  HISTORY     - 1938     MONUMENTED       TVA
 FB2030
 FB2030                          STATION DESCRIPTION
 FB2030
 FB2030'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2030'0.9 MI S FROM WALLAND.
 FB2030'0.9 MILE SOUTH ALONG STATE HIGHWAY 73 FROM WALLAND, 27 FEET
 FB2030'SOUTHEAST OF THE HIGHWAY, 80 FEET SOUTHEAST OF LITTLE RIVER,
 FB2030'50.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 46.1
 FB2030'FEET SOUTHEAST OF A 14-INCH WALNUT TREE, 12 FEET SOUTHEAST OF A
 FB2030'FENCE CORNER, 12 FEET NORTHEAST OF THE JUNCTION OF A T-ROAD,
 FB2030'AND 3 FEET SOUTHWEST OF A GARDEN FENCE.  A TENNESSEE VALLEY
 FB2030'AUTHORITY STANDARD DISK, STAMPED LHT 666 1938 AND SET IN THE TOP
 FB2030'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2032 ***********************************************************************
 FB2032  DESIGNATION -  LHT 667
 FB2032  PID         -  FB2032
 FB2032  STATE/COUNTY-  TN/BLOUNT
 FB2032  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2032
 FB2032                         *CURRENT SURVEY CONTROL
 FB2032  ___________________________________________________________________
 FB2032* NAD 83(1986)-  35 42 18.     (N)    083 49 10.     (W)     SCALED    
 FB2032* NAVD 88     -       291.66   (+/-2cm)     956.9    (feet)  VERTCON   
 FB2032  ___________________________________________________________________
 FB2032  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FB2032
 FB2032  VERT ORDER  -  ? (See Below)
 FB2032
 FB2032.The horizontal coordinates were scaled from a topographic map and have
 FB2032.an estimated accuracy of +/- 6 seconds.
 FB2032
 FB2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2032.The vertical order pertains to the NGVD 29 superseded value.
 FB2032
 FB2032.The geoid height was determined by GEOID03.
 FB2032
 FB2032;                    North         East    Units  Estimated Accuracy
 FB2032;SPC TN       -   154,380.      797,310.      MT  (+/- 180 meters Scaled)
 FB2032
 FB2032                          SUPERSEDED SURVEY CONTROL
 FB2032
 FB2032  NGVD 29 (??/??/92)  291.763  (m)          957.23   (f) ADJ UNCH    ?  
 FB2032
 FB2032.Superseded values are not recommended for survey control.
 FB2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2032.See file dsdata.txt to determine how the superseded data were derived.
 FB2032
 FB2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV449548(NAD 83)
 FB2032_MARKER: DD = SURVEY DISK
 FB2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2032_STAMPING: LHT 667 1938
 FB2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2032+STABILITY: SURFACE MOTION
 FB2032
 FB2032  HISTORY     - Date     Condition        Report By
 FB2032  HISTORY     - 1938     MONUMENTED       TVA
 FB2032
 FB2032                          STATION DESCRIPTION
 FB2032
 FB2032'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2032'1.8 MI S FROM WALLAND.
 FB2032'1.8 MILES SOUTH ALONG STATE HIGHWAY 73 FROM WALLAND, 250 FEET
 FB2032'EAST OF LITTLE RIVER, 46.8 FEET SOUTHWEST OF A 10-INCH WALNUT
 FB2032'TREE, 40.7 FEET WEST OF A 14-INCH WHITE-OAK TREE, 25 FEET
 FB2032'NORTH OF A DRAIN, 12 FEET EAST OF THE HIGHWAY, 2 FEET EAST OF
 FB2032'A WIRE FENCE, 3 FEET NORTH OF A GAP IN THE FENCE, AND 3 FEET
 FB2032'HIGHER THAN THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB2032'DISK, STAMPED LHT 667 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2033 ***********************************************************************
 FB2033  DESIGNATION -  LHT 668
 FB2033  PID         -  FB2033
 FB2033  STATE/COUNTY-  TN/BLOUNT
 FB2033  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2033
 FB2033                         *CURRENT SURVEY CONTROL
 FB2033  ___________________________________________________________________
 FB2033* NAD 83(1986)-  35 41 54.     (N)    083 48 21.     (W)     SCALED    
 FB2033* NAVD 88     -       295.16   (+/-2cm)     968.4    (feet)  VERTCON   
 FB2033  ___________________________________________________________________
 FB2033  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FB2033
 FB2033  VERT ORDER  -  ? (See Below)
 FB2033
 FB2033.The horizontal coordinates were scaled from a topographic map and have
 FB2033.an estimated accuracy of +/- 6 seconds.
 FB2033
 FB2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2033.The vertical order pertains to the NGVD 29 superseded value.
 FB2033
 FB2033.The geoid height was determined by GEOID03.
 FB2033
 FB2033;                    North         East    Units  Estimated Accuracy
 FB2033;SPC TN       -   153,670.      798,560.      MT  (+/- 180 meters Scaled)
 FB2033
 FB2033                          SUPERSEDED SURVEY CONTROL
 FB2033
 FB2033  NGVD 29 (??/??/92)  295.266  (m)          968.72   (f) ADJ UNCH    ?  
 FB2033
 FB2033.Superseded values are not recommended for survey control.
 FB2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2033.See file dsdata.txt to determine how the superseded data were derived.
 FB2033
 FB2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV461541(NAD 83)
 FB2033_MARKER: DD = SURVEY DISK
 FB2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2033_STAMPING: LHT 668 1938
 FB2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2033+STABILITY: SURFACE MOTION
 FB2033
 FB2033  HISTORY     - Date     Condition        Report By
 FB2033  HISTORY     - 1938     MONUMENTED       TVA
 FB2033
 FB2033                          STATION DESCRIPTION
 FB2033
 FB2033'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2033'1.6 MI NW FROM KINZEL SPRINGS.
 FB2033'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM KINZEL SPRINGS,
 FB2033'AT A LONG CURVE, 40 FEET NORTHWEST OF LITTLE RIVER, 64.9 FEET
 FB2033'SOUTHWEST OF A PAINTED POWER-TRANSMISSION LINE POLE, 18 FEET
 FB2033'SOUTHEAST OF THE HIGHWAY, 14.6 FEET NORTH OF A 14-INCH PERSIMMON
 FB2033'TREE, 18 FEET SOUTHEAST OF A POWER-TRANSMISSION LINE, AND ABOUT
 FB2033'4 FEET LOWER THAN THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY
 FB2033'STANDARD DISK, STAMPED LHT 668 1938 AND SET IN THE TOP OF A
 FB2033'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2035 ***********************************************************************
 FB2035  DESIGNATION -  LHT 669
 FB2035  PID         -  FB2035
 FB2035  STATE/COUNTY-  TN/BLOUNT
 FB2035  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2035
 FB2035                         *CURRENT SURVEY CONTROL
 FB2035  ___________________________________________________________________
 FB2035* NAD 83(1986)-  35 41 57.     (N)    083 47 57.     (W)     SCALED    
 FB2035* NAVD 88     -       298.82   (+/-2cm)     980.4    (feet)  VERTCON   
 FB2035  ___________________________________________________________________
 FB2035  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FB2035
 FB2035  VERT ORDER  -  ? (See Below)
 FB2035
 FB2035.The horizontal coordinates were scaled from a topographic map and have
 FB2035.an estimated accuracy of +/- 6 seconds.
 FB2035
 FB2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2035.The vertical order pertains to the NGVD 29 superseded value.
 FB2035
 FB2035.The geoid height was determined by GEOID03.
 FB2035
 FB2035;                    North         East    Units  Estimated Accuracy
 FB2035;SPC TN       -   153,780.      799,160.      MT  (+/- 180 meters Scaled)
 FB2035
 FB2035                          SUPERSEDED SURVEY CONTROL
 FB2035
 FB2035  NGVD 29 (??/??/92)  298.934  (m)          980.75   (f) ADJ UNCH    ?  
 FB2035
 FB2035.Superseded values are not recommended for survey control.
 FB2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2035.See file dsdata.txt to determine how the superseded data were derived.
 FB2035
 FB2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV467541(NAD 83)
 FB2035_MARKER: DD = SURVEY DISK
 FB2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2035_STAMPING: LHT 669 1938
 FB2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2035+STABILITY: SURFACE MOTION
 FB2035
 FB2035  HISTORY     - Date     Condition        Report By
 FB2035  HISTORY     - 1938     MONUMENTED       TVA
 FB2035
 FB2035                          STATION DESCRIPTION
 FB2035
 FB2035'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2035'0.8 MI N FROM KINZEL SPRINGS.
 FB2035'0.8 MILE NORTH ALONG STATE HIGHWAY 73 FROM KINZEL SPRINGS, 100
 FB2035'FEET SOUTHWEST OF A GROUP OF CABINS BUILT TOGETHER, 75 FEET EAST
 FB2035'OF LITTLE RIVER, 45.2 FEET NORTHWEST OF THE NORTHWEST CORNER
 FB2035'OF THE M.L. WOLF HOUSE, 24 FEET NORTH OF AN ARTIFICIAL FISH
 FB2035'POND, 36.7 FEET SOUTH OF A 4-INCH PINE TREE, 18 FEET EAST OF
 FB2035'THE HIGHWAY, 8 FEET NORTH OF A ROAD LEADING TO THE CABINS, AND
 FB2035'2 FEET EAST OF A CABINS-FOR-RENT SIGN.  A TENNESSEE VALLEY
 FB2035'AUTHORITY STANDARD DISK, STAMPED LHT 669 1938 AND SET IN THE
 FB2035'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2038 ***********************************************************************
 FB2038  DESIGNATION -  LHT 670
 FB2038  PID         -  FB2038
 FB2038  STATE/COUNTY-  TN/BLOUNT
 FB2038  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2038
 FB2038                         *CURRENT SURVEY CONTROL
 FB2038  ___________________________________________________________________
 FB2038* NAD 83(1986)-  35 41 04.     (N)    083 47 30.     (W)     SCALED    
 FB2038* NAVD 88     -       306.58   (+/-2cm)    1005.8    (feet)  VERTCON   
 FB2038  ___________________________________________________________________
 FB2038  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB2038
 FB2038  VERT ORDER  -  ? (See Below)
 FB2038
 FB2038.The horizontal coordinates were scaled from a topographic map and have
 FB2038.an estimated accuracy of +/- 6 seconds.
 FB2038
 FB2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2038.The vertical order pertains to the NGVD 29 superseded value.
 FB2038
 FB2038.The geoid height was determined by GEOID03.
 FB2038
 FB2038;                    North         East    Units  Estimated Accuracy
 FB2038;SPC TN       -   152,160.      799,880.      MT  (+/- 180 meters Scaled)
 FB2038
 FB2038                          SUPERSEDED SURVEY CONTROL
 FB2038
 FB2038  NGVD 29 (??/??/92)  306.679  (m)         1006.16   (f) ADJ UNCH    ?  
 FB2038
 FB2038.Superseded values are not recommended for survey control.
 FB2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2038.See file dsdata.txt to determine how the superseded data were derived.
 FB2038
 FB2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV473525(NAD 83)
 FB2038_MARKER: DD = SURVEY DISK
 FB2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2038_STAMPING: LHT 670 1938
 FB2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2038+STABILITY: SURFACE MOTION
 FB2038
 FB2038  HISTORY     - Date     Condition        Report By
 FB2038  HISTORY     - 1938     MONUMENTED       TVA
 FB2038
 FB2038                          STATION DESCRIPTION
 FB2038
 FB2038'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2038'AT KINZEL SPRINGS.
 FB2038'AT KINZEL SPRINGS, ON STATE HIGHWAY 73, AT THE SOUTHEAST EDGE
 FB2038'OF TOWN, 140 FEET EAST OF THE BRIDGE VIEW DINETTE, 130 FEET
 FB2038'SOUTHEAST OF THE HIGHWAY BRIDGE OVER LITTLE RIVER, 75 FEET
 FB2038'WEST OF THE KENNY EMERT HOUSE, 33 FEET NORTHEAST OF THE ABANDONED
 FB2038'LITTLE RIVER RAILROAD, 13 FEET NORTHEAST OF THE HIGHWAY, 9.5
 FB2038'FEET NORTH-NORTHEAST OF A CITY-LIMITS SIGN, AND 4.3 FEET SOUTH
 FB2038'OF THE SOUTHWEST CORNER OF A CABIN.  A TENNESSEE VALLEY AUTHORITY
 FB2038'STANDARD DISK, STAMPED LHT 670 1938 AND SET IN THE TOP OF A
 FB2038'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2039 ***********************************************************************
 FB2039  DESIGNATION -  LHT 671
 FB2039  PID         -  FB2039
 FB2039  STATE/COUNTY-  TN/BLOUNT
 FB2039  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2039
 FB2039                         *CURRENT SURVEY CONTROL
 FB2039  ___________________________________________________________________
 FB2039* NAD 83(1986)-  35 40 47.     (N)    083 46 43.     (W)     SCALED    
 FB2039* NAVD 88     -       311.17   (+/-2cm)    1020.9    (feet)  VERTCON   
 FB2039  ___________________________________________________________________
 FB2039  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FB2039
 FB2039  VERT ORDER  -  ? (See Below)
 FB2039
 FB2039.The horizontal coordinates were scaled from a topographic map and have
 FB2039.an estimated accuracy of +/- 6 seconds.
 FB2039
 FB2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2039.The vertical order pertains to the NGVD 29 superseded value.
 FB2039
 FB2039.The geoid height was determined by GEOID03.
 FB2039
 FB2039;                    North         East    Units  Estimated Accuracy
 FB2039;SPC TN       -   151,660.      801,070.      MT  (+/- 180 meters Scaled)
 FB2039
 FB2039                          SUPERSEDED SURVEY CONTROL
 FB2039
 FB2039  NGVD 29 (??/??/92)  311.273  (m)         1021.23   (f) ADJ UNCH    ?  
 FB2039
 FB2039.Superseded values are not recommended for survey control.
 FB2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2039.See file dsdata.txt to determine how the superseded data were derived.
 FB2039
 FB2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV485519(NAD 83)
 FB2039_MARKER: DD = SURVEY DISK
 FB2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2039_STAMPING: LHT 671 1938
 FB2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2039+STABILITY: SURFACE MOTION
 FB2039
 FB2039  HISTORY     - Date     Condition        Report By
 FB2039  HISTORY     - 1938     MONUMENTED       TVA
 FB2039
 FB2039                          STATION DESCRIPTION
 FB2039
 FB2039'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2039'0.9 MI SE FROM KINZEL SPRINGS.
 FB2039'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE SOUTHEASTERN
 FB2039'LIMITS OF KINZEL SPRINGS, 500 FEET SOUTH OF A LARGE BLUFF ACROSS
 FB2039'RIVER, 450 FEET EAST OF A FOOTBRIDGE OVER LITTLE RIVER, 200
 FB2039'FEET SOUTHEAST OF THE RIVER, 75 FEET SOUTHWEST OF THE JUNCTION
 FB2039'OF A FARM ROAD LEADING SOUTH, 19 FEET SOUTHEAST OF THE CENTERLINE
 FB2039'OF THE HIGHWAY, 7.5 FEET SOUTHEAST OF THE ABANDONED LITTLE RIVER
 FB2039'RAILROAD, AND 2.7 FEET WEST OF A PAINTED POWER-TRANSMISSION LINE
 FB2039'POLE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB2039'LHT 671 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2040 ***********************************************************************
 FB2040  DESIGNATION -  LHT 672
 FB2040  PID         -  FB2040
 FB2040  STATE/COUNTY-  TN/BLOUNT
 FB2040  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2040
 FB2040                         *CURRENT SURVEY CONTROL
 FB2040  ___________________________________________________________________
 FB2040* NAD 83(1986)-  35 40 28.     (N)    083 46 01.     (W)     SCALED    
 FB2040* NAVD 88     -       317.30   (+/-2cm)    1041.0    (feet)  VERTCON   
 FB2040  ___________________________________________________________________
 FB2040  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FB2040
 FB2040  VERT ORDER  -  ? (See Below)
 FB2040
 FB2040.The horizontal coordinates were scaled from a topographic map and have
 FB2040.an estimated accuracy of +/- 6 seconds.
 FB2040
 FB2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2040.The vertical order pertains to the NGVD 29 superseded value.
 FB2040
 FB2040.The geoid height was determined by GEOID03.
 FB2040
 FB2040;                    North         East    Units  Estimated Accuracy
 FB2040;SPC TN       -   151,100.      802,140.      MT  (+/- 180 meters Scaled)
 FB2040
 FB2040                          SUPERSEDED SURVEY CONTROL
 FB2040
 FB2040  NGVD 29 (??/??/92)  317.397  (m)         1041.33   (f) ADJ UNCH    ?  
 FB2040
 FB2040.Superseded values are not recommended for survey control.
 FB2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2040.See file dsdata.txt to determine how the superseded data were derived.
 FB2040
 FB2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV495513(NAD 83)
 FB2040_MARKER: DD = SURVEY DISK
 FB2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2040_STAMPING: LHT 672 1938
 FB2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2040+STABILITY: SURFACE MOTION
 FB2040
 FB2040  HISTORY     - Date     Condition        Report By
 FB2040  HISTORY     - 1938     MONUMENTED       TVA
 FB2040
 FB2040                          STATION DESCRIPTION
 FB2040
 FB2040'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2040'AT TOWNSEND.
 FB2040'AT THE WEST EDGE OF TOWNSEND, ON STATE HIGHWAY 73, 250 FEET WEST
 FB2040'OF THE CITY-LIMITS SIGN, 125 FEET NORTH OF CAMP GROUND METHODIST
 FB2040'CHURCH, 135 FEET SOUTH OF THE HIGHWAY, 120 FEET SOUTHWEST OF THE
 FB2040'ABANDONED LITTLE RIVER RAILROAD, 45.2 FEET SOUTH OF A 7-INCH
 FB2040'ASH TREE, 12 FEET SOUTHEAST OF THE OLD MARYVILLE PIKE, 12 FEET
 FB2040'SOUTHWEST OF A T-ROAD JUNCTION, AND 6.6 FEET WEST-SOUTHWEST OF
 FB2040'THE NORTHEAST CORNER OF THE CHURCHYARD FENCE.  A TENNESSEE VALLEY
 FB2040'AUTHORITY STANDARD DISK, STAMPED LHT 672 1938 AND SET IN THE
 FB2040'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2066 ***********************************************************************
 FB2066  DESIGNATION -  LHT 673
 FB2066  PID         -  FB2066
 FB2066  STATE/COUNTY-  TN/SEVIER
 FB2066  USGS QUAD   -  PIGEON FORGE (1970)
 FB2066
 FB2066                         *CURRENT SURVEY CONTROL
 FB2066  ___________________________________________________________________
 FB2066* NAD 83(1986)-  35 47 58.     (N)    083 34 01.     (W)     SCALED    
 FB2066* NAVD 88     -       303.86   (+/-2cm)     996.9    (feet)  VERTCON   
 FB2066  ___________________________________________________________________
 FB2066  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB2066
 FB2066  VERT ORDER  -  ? (See Below)
 FB2066
 FB2066.The horizontal coordinates were scaled from a topographic map and have
 FB2066.an estimated accuracy of +/- 6 seconds.
 FB2066
 FB2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2066.The vertical order pertains to the NGVD 29 superseded value.
 FB2066
 FB2066.The geoid height was determined by GEOID03.
 FB2066
 FB2066;                    North         East    Units  Estimated Accuracy
 FB2066;SPC TN       -   165,400.      819,890.      MT  (+/- 180 meters Scaled)
 FB2066
 FB2066                          SUPERSEDED SURVEY CONTROL
 FB2066
 FB2066  NGVD 29 (??/??/92)  303.985  (m)          997.32   (f) ADJ UNCH    ?  
 FB2066
 FB2066.Superseded values are not recommended for survey control.
 FB2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2066.See file dsdata.txt to determine how the superseded data were derived.
 FB2066
 FB2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV680647(NAD 83)
 FB2066_MARKER: DD = SURVEY DISK
 FB2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2066_STAMPING: LHT 673 1938
 FB2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2066+STABILITY: SURFACE MOTION
 FB2066
 FB2066  HISTORY     - Date     Condition        Report By
 FB2066  HISTORY     - 1938     MONUMENTED       TVA
 FB2066
 FB2066                          STATION DESCRIPTION
 FB2066
 FB2066'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2066'0.8 MI NW FROM PIGEON FORGE.
 FB2066'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 71 FROM PIGEON FORGE, 700
 FB2066'FEET NORTH OF THE CHARLES KING HOUSE, 100 FEET WEST OF
 FB2066'POWER-TRANSMISSION LINE POLE 230, AT THE JUNCTION OF A FARM ROAD
 FB2066'LEADING TO THE KING HOUSE, 12 FEET SOUTHWEST OF THE HIGHWAY, 10
 FB2066'FEET NORTHWEST OF THE FARM ROAD, 51.3 FEET SOUTHWEST OF A
 FB2066'10-INCH LOCUST TREE, 25.9 FEET NORTHWEST OF POLE 1284, AND 2 FEET
 FB2066'NORTHEAST OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB2066'DISK, STAMPED LHT 673 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2069 ***********************************************************************
 FB2069  DESIGNATION -  LHT 674
 FB2069  PID         -  FB2069
 FB2069  STATE/COUNTY-  TN/SEVIER
 FB2069  USGS QUAD   -  PIGEON FORGE (1970)
 FB2069
 FB2069                         *CURRENT SURVEY CONTROL
 FB2069  ___________________________________________________________________
 FB2069* NAD 83(1986)-  35 47 22.     (N)    083 32 09.     (W)     SCALED    
 FB2069* NAVD 88     -       310.71   (+/-2cm)    1019.4    (feet)  VERTCON   
 FB2069  ___________________________________________________________________
 FB2069  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB2069
 FB2069  VERT ORDER  -  ? (See Below)
 FB2069
 FB2069.The horizontal coordinates were scaled from a topographic map and have
 FB2069.an estimated accuracy of +/- 6 seconds.
 FB2069
 FB2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2069.The vertical order pertains to the NGVD 29 superseded value.
 FB2069
 FB2069.The geoid height was determined by GEOID03.
 FB2069
 FB2069;                    North         East    Units  Estimated Accuracy
 FB2069;SPC TN       -   164,360.      822,730.      MT  (+/- 180 meters Scaled)
 FB2069
 FB2069                          SUPERSEDED SURVEY CONTROL
 FB2069
 FB2069  NGVD 29 (??/??/92)  310.832  (m)         1019.79   (f) ADJ UNCH    ?  
 FB2069
 FB2069.Superseded values are not recommended for survey control.
 FB2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2069.See file dsdata.txt to determine how the superseded data were derived.
 FB2069
 FB2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV708635(NAD 83)
 FB2069_MARKER: DD = SURVEY DISK
 FB2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2069_STAMPING: LHT 674 1938
 FB2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2069+STABILITY: SURFACE MOTION
 FB2069
 FB2069  HISTORY     - Date     Condition        Report By
 FB2069  HISTORY     - 1938     MONUMENTED       TVA
 FB2069
 FB2069                          STATION DESCRIPTION
 FB2069
 FB2069'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2069'0.8 MI E FROM PIGEON FORGE.
 FB2069'0.8 MILE EAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE, AT
 FB2069'THE JUNCTION OF A ROAD LEADING EAST TO LITTLE PIGEON RIVER, ON
 FB2069'THE PROPERTY OF FLETCHER BREADON, 400 FEET NORTHWEST OF THE
 FB2069'HOUSE, 275 FEET WEST OF A LARGE BARN, 40 FEET SOUTHWEST OF MIDDLE
 FB2069'CREEK, 64.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 FB2069'OVER MIDDLE CREEK, 88 FEET EAST OF A 12-INCH WALNUT TREE, AND 12
 FB2069'FEET NORTHEAST OF THE ROAD.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB2069'DISK, STAMPED LHT 674 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2068 ***********************************************************************
 FB2068  DESIGNATION -  LHT 675
 FB2068  PID         -  FB2068
 FB2068  STATE/COUNTY-  TN/SEVIER
 FB2068  USGS QUAD   -  PIGEON FORGE (1970)
 FB2068
 FB2068                         *CURRENT SURVEY CONTROL
 FB2068  ___________________________________________________________________
 FB2068* NAD 83(1986)-  35 47 00.     (N)    083 31 29.     (W)     SCALED    
 FB2068* NAVD 88     -       318.65   (+/-2cm)    1045.4    (feet)  VERTCON   
 FB2068  ___________________________________________________________________
 FB2068  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB2068
 FB2068  VERT ORDER  -  ? (See Below)
 FB2068
 FB2068.The horizontal coordinates were scaled from a topographic map and have
 FB2068.an estimated accuracy of +/- 6 seconds.
 FB2068
 FB2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2068.The vertical order pertains to the NGVD 29 superseded value.
 FB2068
 FB2068.The geoid height was determined by GEOID03.
 FB2068
 FB2068;                    North         East    Units  Estimated Accuracy
 FB2068;SPC TN       -   163,710.      823,750.      MT  (+/- 180 meters Scaled)
 FB2068
 FB2068                          SUPERSEDED SURVEY CONTROL
 FB2068
 FB2068  NGVD 29 (??/??/92)  318.770  (m)         1045.83   (f) ADJ UNCH    ?  
 FB2068
 FB2068.Superseded values are not recommended for survey control.
 FB2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2068.See file dsdata.txt to determine how the superseded data were derived.
 FB2068
 FB2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV718628(NAD 83)
 FB2068_MARKER: DD = SURVEY DISK
 FB2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2068_STAMPING: LHT 675 1938
 FB2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2068+STABILITY: SURFACE MOTION
 FB2068
 FB2068  HISTORY     - Date     Condition        Report By
 FB2068  HISTORY     - 1938     MONUMENTED       TVA
 FB2068
 FB2068                          STATION DESCRIPTION
 FB2068
 FB2068'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2068'1.7 MI E FROM PIGEON FORGE.
 FB2068'1.7 MILES EAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE,
 FB2068'250 FEET NORTHEAST OF MIDDLE CREEK, ON THE PROPERTY OF R.V.
 FB2068'WOODRUFF, 100 FEET NORTHWEST OF THE HOUSE, 43 FEET NORTHWEST OF
 FB2068'A GARAGE, 36 FEET NORTHWEST OF A SMALL BRANCH, 14 FEET NORTHEAST
 FB2068'OF THE ROAD, 13.8 FEET SOUTHWEST OF THE WEST POST OF A FARM GATE,
 FB2068'8.5 FEET SOUTHEAST OF A 3-INCH MAPLE TREE, AND 1 FOOT SOUTHWEST
 FB2068'OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB2068'STAMPED LHT 675 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2067 ***********************************************************************
 FB2067  DESIGNATION -  LHT 676
 FB2067  PID         -  FB2067
 FB2067  STATE/COUNTY-  TN/SEVIER
 FB2067  USGS QUAD   -  PIGEON FORGE (1970)
 FB2067
 FB2067                         *CURRENT SURVEY CONTROL
 FB2067  ___________________________________________________________________
 FB2067* NAD 83(1986)-  35 47 03.     (N)    083 30 29.     (W)     SCALED    
 FB2067* NAVD 88     -       328.71   (+/-2cm)    1078.4    (feet)  VERTCON   
 FB2067  ___________________________________________________________________
 FB2067  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FB2067
 FB2067  VERT ORDER  -  ? (See Below)
 FB2067
 FB2067.The horizontal coordinates were scaled from a topographic map and have
 FB2067.an estimated accuracy of +/- 6 seconds.
 FB2067
 FB2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2067.The vertical order pertains to the NGVD 29 superseded value.
 FB2067
 FB2067.The geoid height was determined by GEOID03.
 FB2067
 FB2067;                    North         East    Units  Estimated Accuracy
 FB2067;SPC TN       -   163,840.      825,260.      MT  (+/- 180 meters Scaled)
 FB2067
 FB2067                          SUPERSEDED SURVEY CONTROL
 FB2067
 FB2067  NGVD 29 (??/??/92)  328.826  (m)         1078.82   (f) ADJ UNCH    ?  
 FB2067
 FB2067.Superseded values are not recommended for survey control.
 FB2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2067.See file dsdata.txt to determine how the superseded data were derived.
 FB2067
 FB2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV733629(NAD 83)
 FB2067_MARKER: DD = SURVEY DISK
 FB2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2067_STAMPING: LHT 676 1938
 FB2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2067+STABILITY: SURFACE MOTION
 FB2067
 FB2067  HISTORY     - Date     Condition        Report By
 FB2067  HISTORY     - 1938     MONUMENTED       TVA
 FB2067
 FB2067                          STATION DESCRIPTION
 FB2067
 FB2067'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2067'2.6 MI E FROM PIGEON FORGE.
 FB2067'2.6 MILES EAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE, 175
 FB2067'FEET EAST OF THE Y-JUNCTION OF A ROAD LEADING SOUTH, 100 FEET
 FB2067'NORTHWEST OF WILLIAMSBURG SCHOOL, 100 FEET EAST OF THE LILLARD
 FB2067'BLALOCK HOUSE, ON THE PROPERTY OF DAVID GOBBLE, 55 FEET SOUTH OF
 FB2067'THE SOUTHEAST CORNER OF THE HOUSE, 40.1 FEET WEST OF THE SOUTHWEST
 FB2067'CORNER OF A MILL HOUSE, 8 FEET NORTHEAST OF THE ROAD, AND 2 FEET
 FB2067'NORTHEAST OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB2067'DISK, STAMPED LHT 676 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1299 ***********************************************************************
 FB1299  DESIGNATION -  LHT 677
 FB1299  PID         -  FB1299
 FB1299  STATE/COUNTY-  TN/SEVIER
 FB1299  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1299
 FB1299                         *CURRENT SURVEY CONTROL
 FB1299  ___________________________________________________________________
 FB1299* NAD 83(1986)-  35 47 08.     (N)    083 29 44.     (W)     SCALED    
 FB1299* NAVD 88     -       340.77   (+/-2cm)    1118.0    (feet)  VERTCON   
 FB1299  ___________________________________________________________________
 FB1299  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FB1299
 FB1299  VERT ORDER  -  ? (See Below)
 FB1299
 FB1299.The horizontal coordinates were scaled from a topographic map and have
 FB1299.an estimated accuracy of +/- 6 seconds.
 FB1299
 FB1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1299.The vertical order pertains to the NGVD 29 superseded value.
 FB1299
 FB1299.The geoid height was determined by GEOID03.
 FB1299
 FB1299;                    North         East    Units  Estimated Accuracy
 FB1299;SPC TN       -   164,020.      826,380.      MT  (+/- 180 meters Scaled)
 FB1299
 FB1299                          SUPERSEDED SURVEY CONTROL
 FB1299
 FB1299  NGVD 29 (??/??/92)  340.888  (m)         1118.40   (f) ADJ UNCH    ?  
 FB1299
 FB1299.Superseded values are not recommended for survey control.
 FB1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1299.See file dsdata.txt to determine how the superseded data were derived.
 FB1299
 FB1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV744630(NAD 83)
 FB1299_MARKER: DD = SURVEY DISK
 FB1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1299_STAMPING: LHT 677 1938
 FB1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1299+STABILITY: SURFACE MOTION
 FB1299
 FB1299  HISTORY     - Date     Condition        Report By
 FB1299  HISTORY     - 1938     MONUMENTED       TVA
 FB1299
 FB1299                          STATION DESCRIPTION
 FB1299
 FB1299'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1299'3.4 MI E FROM PIGEON FORGE.
 FB1299'3.4 MILES EAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE,
 FB1299'SEVIER COUNTY, 135 FEET SOUTHWEST OF THE PINK HUSKEY LOG HOUSE,
 FB1299'110 FEET NORTHWEST OF MIDDLE CREEK, 80 FEET WEST OF A BRIDGE OVER
 FB1299'A BRANCH, 9.4 FEET SOUTHWEST OF THE WEST POST AT A GAP IN A
 FB1299'FENCE, 8 FEET NORTHWEST OF THE ROAD, 7.1 FEET WEST OF A 16-INCH
 FB1299'MAPLE TREE, AND 2 FEET SOUTHEAST OF A WIRE FENCE.  A TENNESSEE
 FB1299'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 677 1938 AND SET IN
 FB1299'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1298 ***********************************************************************
 FB1298  DESIGNATION -  LHT 678
 FB1298  PID         -  FB1298
 FB1298  STATE/COUNTY-  TN/SEVIER
 FB1298  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1298
 FB1298                         *CURRENT SURVEY CONTROL
 FB1298  ___________________________________________________________________
 FB1298* NAD 83(1986)-  35 47 31.     (N)    083 29 02.     (W)     SCALED    
 FB1298* NAVD 88     -       370.94   (+/-2cm)    1217.0    (feet)  VERTCON   
 FB1298  ___________________________________________________________________
 FB1298  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FB1298
 FB1298  VERT ORDER  -  ? (See Below)
 FB1298
 FB1298.The horizontal coordinates were scaled from a topographic map and have
 FB1298.an estimated accuracy of +/- 6 seconds.
 FB1298
 FB1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1298.The vertical order pertains to the NGVD 29 superseded value.
 FB1298
 FB1298.The geoid height was determined by GEOID03.
 FB1298
 FB1298;                    North         East    Units  Estimated Accuracy
 FB1298;SPC TN       -   164,760.      827,420.      MT  (+/- 180 meters Scaled)
 FB1298
 FB1298                          SUPERSEDED SURVEY CONTROL
 FB1298
 FB1298  NGVD 29 (??/??/92)  371.057  (m)         1217.38   (f) ADJ UNCH    ?  
 FB1298
 FB1298.Superseded values are not recommended for survey control.
 FB1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1298.See file dsdata.txt to determine how the superseded data were derived.
 FB1298
 FB1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV755637(NAD 83)
 FB1298_MARKER: DD = SURVEY DISK
 FB1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1298_STAMPING: LHT 678 1938
 FB1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1298+STABILITY: SURFACE MOTION
 FB1298
 FB1298  HISTORY     - Date     Condition        Report By
 FB1298  HISTORY     - 1938     MONUMENTED       TVA
 FB1298
 FB1298                          STATION DESCRIPTION
 FB1298
 FB1298'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1298'4.5 MI NE FROM PIGEON FORGE.
 FB1298'4.5 MILES NORTHEAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE,
 FB1298'SEVIER COUNTY, 500 FEET WEST OF BROWN MARE BRANCH, AT A BIG
 FB1298'CURVE IN THE ROAD, 57.2 FEET EAST OF A 6-INCH HICKORY TREE, AT A
 FB1298'T-ROAD JUNCTION, 37 FEET NORTHEAST OF THE SIDE ROAD, 8 FEET
 FB1298'SOUTHEAST OF THE MAIN ROAD, 28 FEET NORTHEAST OF THE CENTER OF
 FB1298'THE GRASS TRIANGLE AT THE JUNCTION, 9.7 FEET NORTH OF AN 8-INCH
 FB1298'MULBERRY TREE, 9.7 FEET NORTHEAST OF A GAP IN THE FENCE, AND 1
 FB1298'FOOT NORTHWEST OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY
 FB1298'STANDARD DISK, STAMPED LHT 678 1938 AND SET IN THE TOP OF A
 FB1298'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1297 ***********************************************************************
 FB1297  DESIGNATION -  LHT 679
 FB1297  PID         -  FB1297
 FB1297  STATE/COUNTY-  TN/SEVIER
 FB1297  USGS QUAD   -  RICHARDSON COVE (1940)
 FB1297
 FB1297                         *CURRENT SURVEY CONTROL
 FB1297  ___________________________________________________________________
 FB1297* NAD 83(1986)-  35 48 07.     (N)    083 28 34.     (W)     SCALED    
 FB1297* NAVD 88     -       375.18   (+/-2cm)    1230.9    (feet)  VERTCON   
 FB1297  ___________________________________________________________________
 FB1297  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB1297
 FB1297  VERT ORDER  -  ? (See Below)
 FB1297
 FB1297.The horizontal coordinates were scaled from a topographic map and have
 FB1297.an estimated accuracy of +/- 6 seconds.
 FB1297
 FB1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1297.The vertical order pertains to the NGVD 29 superseded value.
 FB1297
 FB1297.The geoid height was determined by GEOID03.
 FB1297
 FB1297;                    North         East    Units  Estimated Accuracy
 FB1297;SPC TN       -   165,880.      828,090.      MT  (+/- 180 meters Scaled)
 FB1297
 FB1297                          SUPERSEDED SURVEY CONTROL
 FB1297
 FB1297  NGVD 29 (??/??/92)  375.302  (m)         1231.30   (f) ADJ UNCH    ?  
 FB1297
 FB1297.Superseded values are not recommended for survey control.
 FB1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1297.See file dsdata.txt to determine how the superseded data were derived.
 FB1297
 FB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV762648(NAD 83)
 FB1297_MARKER: DD = SURVEY DISK
 FB1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1297_STAMPING: LHT 679 1938
 FB1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1297+STABILITY: SURFACE MOTION
 FB1297
 FB1297  HISTORY     - Date     Condition        Report By
 FB1297  HISTORY     - 1938     MONUMENTED       TVA
 FB1297
 FB1297                          STATION DESCRIPTION
 FB1297
 FB1297'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1297'5.6 MI NE FROM PIGEON FORGE.
 FB1297'5.6 MILES NORTHEAST ALONG THE MIDDLE CREEK ROAD FROM PIGEON FORGE,
 FB1297'SEVIER COUNTY, AT THE Y-JUNCTION OF AN OLD ROAD LEADING SOUTHWEST,
 FB1297'ON THE PROPERTY OF MRS. ELZORA BOLDEN, 100 FEET SOUTHWEST OF A LOG
 FB1297'HOUSE OWNED BY MRS. BOLDEN AND OCCUPIED BY B.L. DUGAN, 48.8 FEET
 FB1297'NORTHWEST OF THE NORTHWEST CORNER OF A HOGPEN, 15 FEET EAST OF THE
 FB1297'ROAD, 11 FEET NORTH OF THE OLD ROAD, 7.6 FEET NORTH OF THE NORTH
 FB1297'GATEPOST, AND 6 FEET EAST OF A WIRE FENCE.  A TENNESSEE VALLEY
 FB1297'AUTHORITY STANDARD DISK, STAMPED LHT 679 1938 AND SET IN THE TOP
 FB1297'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1953 ***********************************************************************
 FB1953  DESIGNATION -  LHT 680
 FB1953  PID         -  FB1953
 FB1953  STATE/COUNTY-  TN/KNOX
 FB1953  USGS QUAD   -  WILDWOOD (1988)
 FB1953
 FB1953                         *CURRENT SURVEY CONTROL
 FB1953  ___________________________________________________________________
 FB1953* NAD 83(1986)-  35 52 07.     (N)    083 50 39.     (W)     SCALED    
 FB1953* NAVD 88     -       305.27   (+/-2cm)    1001.5    (feet)  VERTCON   
 FB1953  ___________________________________________________________________
 FB1953  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FB1953
 FB1953  VERT ORDER  -  ? (See Below)
 FB1953
 FB1953.The horizontal coordinates were scaled from a topographic map and have
 FB1953.an estimated accuracy of +/- 6 seconds.
 FB1953
 FB1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1953.The vertical order pertains to the NGVD 29 superseded value.
 FB1953
 FB1953.The geoid height was determined by GEOID03.
 FB1953
 FB1953;                    North         East    Units  Estimated Accuracy
 FB1953;SPC TN       -   172,480.      794,670.      MT  (+/- 180 meters Scaled)
 FB1953
 FB1953                          SUPERSEDED SURVEY CONTROL
 FB1953
 FB1953  NGVD 29 (??/??/92)  305.396  (m)         1001.95   (f) ADJ UNCH    ?  
 FB1953
 FB1953.Superseded values are not recommended for survey control.
 FB1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1953.See file dsdata.txt to determine how the superseded data were derived.
 FB1953
 FB1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV432731(NAD 83)
 FB1953_MARKER: DD = SURVEY DISK
 FB1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1953_STAMPING: LHT 680 1938
 FB1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1953+STABILITY: SURFACE MOTION
 FB1953
 FB1953  HISTORY     - Date     Condition        Report By
 FB1953  HISTORY     - 1938     MONUMENTED       TVA
 FB1953
 FB1953                          STATION DESCRIPTION
 FB1953
 FB1953'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1953'1.7 MI SW FROM NEUBERT.
 FB1953'1.7 MILES SOUTHWEST ALONG THE NEUBERT-ROCKFORD ROAD FROM NEUBERT,
 FB1953'400 FEET SOUTH ALONG THE KLONDIKE SCHOOL ROAD FROM ITS JUNCTION
 FB1953'WITH THE NEUBERT-ROCKFORD ROAD, 850 FEET NORTH OF A 1-STORY
 FB1953'FARMHOUSE, AT THE CENTER OF A GULLY, IN LINE WITH A HEDGEROW, 55.1
 FB1953'FEET NORTHEAST OF A 5-INCH WALNUT TREE, 64.1 FEET NORTHWEST OF A
 FB1953'FENCE CORNER, AND 30 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 FB1953'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 680 1938 AND
 FB1953'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1954 ***********************************************************************
 FB1954  DESIGNATION -  LHT 681
 FB1954  PID         -  FB1954
 FB1954  STATE/COUNTY-  TN/KNOX
 FB1954  USGS QUAD   -  WILDWOOD (1988)
 FB1954
 FB1954                         *CURRENT SURVEY CONTROL
 FB1954  ___________________________________________________________________
 FB1954* NAD 83(1986)-  35 51 41.     (N)    083 51 44.     (W)     SCALED    
 FB1954* NAVD 88     -       284.78   (+/-2cm)     934.3    (feet)  VERTCON   
 FB1954  ___________________________________________________________________
 FB1954  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB1954
 FB1954  VERT ORDER  -  ? (See Below)
 FB1954
 FB1954.The horizontal coordinates were scaled from a topographic map and have
 FB1954.an estimated accuracy of +/- 6 seconds.
 FB1954
 FB1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1954.The vertical order pertains to the NGVD 29 superseded value.
 FB1954
 FB1954.The geoid height was determined by GEOID03.
 FB1954
 FB1954;                    North         East    Units  Estimated Accuracy
 FB1954;SPC TN       -   171,650.      793,060.      MT  (+/- 180 meters Scaled)
 FB1954
 FB1954                          SUPERSEDED SURVEY CONTROL
 FB1954
 FB1954  NGVD 29 (??/??/92)  284.910  (m)          934.74   (f) ADJ UNCH    ?  
 FB1954
 FB1954.Superseded values are not recommended for survey control.
 FB1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1954.See file dsdata.txt to determine how the superseded data were derived.
 FB1954
 FB1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV415723(NAD 83)
 FB1954_MARKER: DD = SURVEY DISK
 FB1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1954_STAMPING: LHT 681 1938
 FB1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1954+STABILITY: SURFACE MOTION
 FB1954
 FB1954  HISTORY     - Date     Condition        Report By
 FB1954  HISTORY     - 1938     MONUMENTED       TVA
 FB1954
 FB1954                          STATION DESCRIPTION
 FB1954
 FB1954'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1954'2.8 MI SW FROM NEUBERT.
 FB1954'2.8 MILES SOUTHWEST ALONG THE NEUBERT-ROCKFORD ROAD FROM NEUBERT,
 FB1954'KNOX COUNTY, AT THE JUNCTION OF THE SULPHUR SPRINGS ROAD LEADING
 FB1954'NORTHWEST THROUGH RHEA GAP, 90 FEET WEST OF THE JUNCTION, ABOUT
 FB1954'400 FEET WEST OF A 2-STORY LOG HOUSE, 200 FEET SOUTH OF A LARGE
 FB1954'BARN, 45 FEET WEST OF THE JUNCTION OF TWO SMALL STREAMS, 45 FEET
 FB1954'SOUTHEAST OF A HOUSE, 34.4 FEET NORTHWEST OF A 14-INCH CEDAR TREE,
 FB1954'20.2 FEET NORTHEAST OF AN 11-INCH CEDAR TREE, 3 FEET NORTHEAST OF
 FB1954'A LANE, AND 3 FEET EAST OF THE SOUTHEAST CORNER OF A YARD FENCE.
 FB1954'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 681 1938
 FB1954'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1956 ***********************************************************************
 FB1956  DESIGNATION -  LHT 682
 FB1956  PID         -  FB1956
 FB1956  STATE/COUNTY-  TN/BLOUNT
 FB1956  USGS QUAD   -  MARYVILLE (1979)
 FB1956
 FB1956                         *CURRENT SURVEY CONTROL
 FB1956  ___________________________________________________________________
 FB1956* NAD 83(1995)-  35 50 44.78956(N)    083 53 35.83349(W)     ADJUSTED  
 FB1956* NAVD 88     -       327.43   (+/-2cm)    1074.2    (feet)  VERTCON   
 FB1956  ___________________________________________________________________
 FB1956  X           -     550,655.529 (meters)                     COMP
 FB1956  Y           -  -5,146,906.322 (meters)                     COMP
 FB1956  Z           -   3,714,507.722 (meters)                     COMP
 FB1956  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 FB1956  ELLIP HEIGHT-         296.83  (meters)          (04/12/99) GPS OBS
 FB1956  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FB1956
 FB1956  HORZ ORDER  -  FIRST
 FB1956  VERT ORDER  -  ? (See Below)
 FB1956  ELLP ORDER  -  FOURTH    CLASS I
 FB1956
 FB1956.The horizontal coordinates were established by GPS observations
 FB1956.and adjusted by the National Geodetic Survey in April 1999..
 FB1956
 FB1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1956.The vertical order pertains to the NGVD 29 superseded value.
 FB1956
 FB1956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB1956
 FB1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB1956
 FB1956.The ellipsoidal height was determined by GPS observations
 FB1956.and is referenced to NAD 83.
 FB1956
 FB1956.The geoid height was determined by GEOID03.
 FB1956
 FB1956;                    North         East     Units Scale Factor Converg.
 FB1956;SPC TN       -   169,852.073   790,293.647   MT  0.99994842   +1 14 00.1
 FB1956;SPC TN       -   557,256.34  2,592,821.74   sFT  0.99994842   +1 14 00.1
 FB1956;UTM  17      - 3,970,708.397   238,692.955   MT  1.00044147   -1 41 43.0
 FB1956
 FB1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB1956!SPC TN       -   0.99995341  x   0.99994842  =   0.99990184
 FB1956!UTM  17      -   0.99995341  x   1.00044147  =   1.00039486
 FB1956
 FB1956                          SUPERSEDED SURVEY CONTROL
 FB1956
 FB1956  NAD 83(1995)-  35 50 44.79062(N)    083 53 35.84004(W) AD(       ) 1
 FB1956  ELLIP H (05/28/93)  296.78   (m)                       GP(       ) 4 2
 FB1956  NGVD 29 (??/??/92)  327.557  (m)         1074.66   (f) ADJ UNCH    ?  
 FB1956
 FB1956.Superseded values are not recommended for survey control.
 FB1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1956.See file dsdata.txt to determine how the superseded data were derived.
 FB1956
 FB1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3869370708(NAD 83)
 FB1956_MARKER: DD = SURVEY DISK
 FB1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1956_STAMPING: LHT 682 1938
 FB1956_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1956+STABILITY: SURFACE MOTION
 FB1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB1956+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB1956
 FB1956  HISTORY     - Date     Condition        Report By
 FB1956  HISTORY     - 1938     MONUMENTED       TVA
 FB1956  HISTORY     - 1988     GOOD             AEROS
 FB1956
 FB1956                          STATION DESCRIPTION
 FB1956
 FB1956'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1956'3.5 MI E FROM ROCKFORD.
 FB1956'3.5 MILES EAST ALONG THE NEUBERT-ROCKFORD ROAD FROM ROCKFORD,
 FB1956'0.1 MILE SOUTHWEST OF THE BLOUNT-KNOX COUNTY LINE, 175 FEET NORTH
 FB1956'OF A 1-STORY FARMHOUSE, 85 FEET SOUTHEAST OF A 10-INCH ELM TREE
 FB1956'IN A GULLY, 91.1 FEET NORTH OF A 5-INCH WALNUT TREE, 48.1 FEET
 FB1956'SOUTH WEST OF A 4-INCH WALNUT SNAG, 35.0 FEET NORTHWEST OF A
 FB1956'FENCE CORNER, AND AT THE NORTHEAST CORNER OF A GARDEN FENCE.  A
 FB1956'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 682 1938
 FB1956'AND SET IN THE TOP OF A CONCRETE POST.
 FB1956
 FB1956                          STATION RECOVERY (1988)
 FB1956
 FB1956'RECOVERY NOTE BY AERO SERVICE CORPORATION 1988 (JKP)
 FB1956'THE STATION IS LOCATED ABOUT 14.6 KM (9.0 MI) SOUTH-SOUTHEAST OF
 FB1956'DOWNTOWN KNOXVILLE, 4.9 KM (3.0 MI) EAST-NORTHEAST OF ROCKFORD,
 FB1956'11.3 KM (7.0 MI) SOUTHWEST OF SEYMOUR.
 FB1956'OWNERSHIP--STATE OF TENNESSEE.
 FB1956'
 FB1956'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND U.S.
 FB1956'HIGHWAY 129 (ALCOA HIGHWAY) AT EXIT 386B, GO SOUTHERLY ON U.S.
 FB1956'HIGHWAY 129 TO A LARGE BRIDGE OVER THE TENNESSE RIVER.  CONTINUE
 FB1956'STRAIGHT AHEAD AND GO SOUTHERLY FOR 11.7 KM (7.25 MI) ON U.S.
 FB1956'HIGHWAY 129 TO THE INTERSECTION OF SINGLETON ROAD (TOWARD ROCKFORD)
 FB1956'ON THE LEFT.  TURN LEFT AND GO 3.32 KM (2.05 MI) ON SINGLETON ROAD
 FB1956'TO A STOP SIGN AT A (T) JUNCTION IN THE TOWN OF ROCKFORD.  TURN
 FB1956'LEFT AND GO 0.3 KM (0.2 MI) CROSSING OVER A BRIDGE TO A STOP SIGN
 FB1956'AT THE (T) JUNCTION OF OLD KNOXVILLE HIGHWAY (UNMARKED).  TURN LEFT
 FB1956'AND GO 0.2 KM (0.1 MI) ON OLD KNOXVILLE HIGHWAY TO THE INTERSECTION
 FB1956'OF SELF HOLLOW ROAD.  TURN RIGHT AND GO 3.81 KM (2.35 MI) ON SELF
 FB1956'HOLLOW ROAD TO THE INTERSECTION OF BLAZER ROAD ON THE LEFT.  TURN
 FB1956'LEFT AND GO 1.54 KM (0.95 MI) ON BLAZER ROAD TO THE STATION ON THE
 FB1956'LEFT AS DESCRIBED.
 FB1956'
 FB1956'THE STATION IS A STANDARD TVA DISK
 FB1956'STAMPED---LHT 682 1938---,
 FB1956'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FB1956'7.0 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 FB1956'4.36 METERS (14.3 FT) WEST FROM THE EDGE OF BLAZER ROAD, AND
 FB1956'4.66 METERS (15.3 FT) NORTH FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1957 ***********************************************************************
 FB1957  DESIGNATION -  LHT 683
 FB1957  PID         -  FB1957
 FB1957  STATE/COUNTY-  TN/BLOUNT
 FB1957  USGS QUAD   -  MARYVILLE (1979)
 FB1957
 FB1957                         *CURRENT SURVEY CONTROL
 FB1957  ___________________________________________________________________
 FB1957* NAD 83(1986)-  35 50 19.     (N)    083 54 24.     (W)     SCALED    
 FB1957* NAVD 88     -       279.38   (+/-2cm)     916.6    (feet)  VERTCON   
 FB1957  ___________________________________________________________________
 FB1957  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1957
 FB1957  VERT ORDER  -  ? (See Below)
 FB1957
 FB1957.The horizontal coordinates were scaled from a topographic map and have
 FB1957.an estimated accuracy of +/- 6 seconds.
 FB1957
 FB1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1957.The vertical order pertains to the NGVD 29 superseded value.
 FB1957
 FB1957.The geoid height was determined by GEOID03.
 FB1957
 FB1957;                    North         East    Units  Estimated Accuracy
 FB1957;SPC TN       -   169,030.      789,100.      MT  (+/- 180 meters Scaled)
 FB1957
 FB1957                          SUPERSEDED SURVEY CONTROL
 FB1957
 FB1957  NGVD 29 (??/??/92)  279.512  (m)          917.03   (f) ADJ UNCH    ?  
 FB1957
 FB1957.Superseded values are not recommended for survey control.
 FB1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1957.See file dsdata.txt to determine how the superseded data were derived.
 FB1957
 FB1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV374699(NAD 83)
 FB1957_MARKER: DD = SURVEY DISK
 FB1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1957_STAMPING: LHT 683 1938
 FB1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1957+STABILITY: SURFACE MOTION
 FB1957
 FB1957  HISTORY     - Date     Condition        Report By
 FB1957  HISTORY     - 1938     MONUMENTED       TVA
 FB1957
 FB1957                          STATION DESCRIPTION
 FB1957
 FB1957'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1957'2.6 MI E FROM ROCKFORD.
 FB1957'2.6 MILES EAST ALONG THE NEUBERT-ROCKFORD ROAD FROM ROCKFORD, AT
 FB1957'THE JUNCTION OF A ROAD LEADING SOUTHWEST, AT THE SOUTHEAST CORNER
 FB1957'OF THE JUNCTION, 700 FEET SOUTHWEST OF A 1-STORY FARMHOUSE, 400
 FB1957'FEET SOUTHWEST OF A LARGE BARN, 150 FEET NORTHWEST OF A BRIDGE
 FB1957'NEAR THE ROAD JUNCTION, 45.9 FEET SOUTHWEST OF AN 18-INCH
 FB1957'SYCAMORE TREE, 24.4 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 FB1957'OF A SPRING HOUSE, AND 18 FEET EAST OF A 22-INCH WHITE-OAK TREE.
 FB1957'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 683 1938
 FB1957'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2560 ***********************************************************************
 GA2560  DESIGNATION -  LHT 685
 GA2560  PID         -  GA2560
 GA2560  STATE/COUNTY-  TN/UNION
 GA2560  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2560
 GA2560                         *CURRENT SURVEY CONTROL
 GA2560  ___________________________________________________________________
 GA2560* NAD 83(1986)-  36 12 18.     (N)    083 52 35.     (W)     SCALED    
 GA2560* NAVD 88     -       316.789  (meters)    1039.33   (feet)  ADJUSTED  
 GA2560  ___________________________________________________________________
 GA2560  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA2560  DYNAMIC HT  -         316.499 (meters)    1038.38  (feet)  COMP
 GA2560  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 GA2560
 GA2560  VERT ORDER  -  SECOND    CLASS 0
 GA2560
 GA2560.The horizontal coordinates were scaled from a topographic map and have
 GA2560.an estimated accuracy of +/- 6 seconds.
 GA2560
 GA2560.The orthometric height was determined by differential leveling
 GA2560.and adjusted by the National Geodetic Survey in June 1991..
 GA2560
 GA2560.The geoid height was determined by GEOID03.
 GA2560
 GA2560.The dynamic height is computed by dividing the NAVD 88
 GA2560.geopotential number by the normal gravity value computed on the
 GA2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2560.degrees latitude (g = 980.6199 gals.).
 GA2560
 GA2560.The modeled gravity was interpolated from observed gravity values.
 GA2560
 GA2560;                    North         East    Units  Estimated Accuracy
 GA2560;SPC TN       -   209,730.      790,960.      MT  (+/- 180 meters Scaled)
 GA2560
 GA2560                          SUPERSEDED SURVEY CONTROL
 GA2560
 GA2560  NGVD 29 (??/??/92)  316.870  (m)         1039.60   (f) ADJ UNCH    2 0
 GA2560
 GA2560.Superseded values are not recommended for survey control.
 GA2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2560.See file dsdata.txt to determine how the superseded data were derived.
 GA2560
 GA2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA413105(NAD 83)
 GA2560_MARKER: Z = SEE DESCRIPTION
 GA2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2560_STAMPING: LHT 685 1940
 GA2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2560+STABILITY: SURFACE MOTION
 GA2560
 GA2560  HISTORY     - Date     Condition        Report By
 GA2560  HISTORY     - 1940     MONUMENTED       TVA
 GA2560  HISTORY     - 1964     GOOD             TNHD
 GA2560  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2560
 GA2560                          STATION DESCRIPTION
 GA2560
 GA2560'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2560'5 MI SW FROM MAYNARDVILLE.
 GA2560'FROM THE POST OFFICE IN MAYNARDVILLE, GO SOUTHWEST ON STATE ROUTE
 GA2560'33 FOR 5.1 MILES TO A GRAVELED ROAD AND THE MARK ON THE RIGHT.
 GA2560'THE MARK IS 27 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GA2560'ROUTE 33, 27 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GA2560'ROAD, 10 FEET NORTH OF POWER POLE NO. 264, 5 FEET NORTH OF A FENCE
 GA2560'CORNER AND 0.5 FOOT NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 GA2560'THE MARK IS A TENNESSEE DIVISION OF GEOLOGY W.P.A. ELEVATION
 GA2560'STATION SET IN A 6-INCH SQUARE, CONCRETE MONUMENT PROJECTING ABOUT
 GA2560'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 GA2560
 GA2560                          STATION RECOVERY (1980)
 GA2560
 GA2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0271 ***********************************************************************
 FE0271  DESIGNATION -  LHT 705
 FE0271  PID         -  FE0271
 FE0271  STATE/COUNTY-  TN/HARDIN
 FE0271  USGS QUAD   -  PICKWICK (1972)
 FE0271
 FE0271                         *CURRENT SURVEY CONTROL
 FE0271  ___________________________________________________________________
 FE0271* NAD 83(1986)-  35 02 00.     (N)    088 14 26.     (W)     SCALED    
 FE0271* NAVD 88     -       137.446  (meters)     450.94   (feet)  ADJUSTED  
 FE0271  ___________________________________________________________________
 FE0271  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE0271  DYNAMIC HT  -         137.319 (meters)     450.52  (feet)  COMP
 FE0271  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 FE0271
 FE0271  VERT ORDER  -  FIRST     CLASS II
 FE0271
 FE0271.The horizontal coordinates were scaled from a topographic map and have
 FE0271.an estimated accuracy of +/- 6 seconds.
 FE0271
 FE0271.The orthometric height was determined by differential leveling
 FE0271.and adjusted by the National Geodetic Survey in June 1991..
 FE0271
 FE0271.The geoid height was determined by GEOID03.
 FE0271
 FE0271.The dynamic height is computed by dividing the NAVD 88
 FE0271.geopotential number by the normal gravity value computed on the
 FE0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0271.degrees latitude (g = 980.6199 gals.).
 FE0271
 FE0271.The modeled gravity was interpolated from observed gravity values.
 FE0271
 FE0271;                    North         East    Units  Estimated Accuracy
 FE0271;SPC TN       -    80,010.      395,560.      MT  (+/- 180 meters Scaled)
 FE0271
 FE0271                          SUPERSEDED SURVEY CONTROL
 FE0271
 FE0271  NGVD 29 (??/??/??)  137.454  (m)          450.96   (f) ADJUSTED    1 2
 FE0271
 FE0271.Superseded values are not recommended for survey control.
 FE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0271.See file dsdata.txt to determine how the superseded data were derived.
 FE0271
 FE0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD868774(NAD 83)
 FE0271_MARKER: DD = SURVEY DISK
 FE0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0271_STAMPING: LHT 705 1935
 FE0271_MARK LOGO: TVA   
 FE0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0271+STABILITY: SURFACE MOTION
 FE0271
 FE0271  HISTORY     - Date     Condition        Report By
 FE0271  HISTORY     - 1938     MONUMENTED       TVA
 FE0271  HISTORY     - 1944     GOOD             CGS
 FE0271
 FE0271                          STATION DESCRIPTION
 FE0271
 FE0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0271'1.4 MI S FROM PICKWICK DAM.
 FE0271'1.4 MILES SOUTH ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FE0271'PICKWICK DAM, HARDIN COUNTY, ON THE J.D. BERG PROPERTY, 73 FEET
 FE0271'SOUTHEAST OF THE SOUTH END OF A SMALL CULVERT, 55 FEET EAST OF
 FE0271'THE CENTERLINE OF THE HIGHWAY, 25.5 FEET SOUTHWEST OF A SMALL
 FE0271'HOUSE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 FE0271'2 FEET HIGHER THAN THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY
 FE0271'STANDARD DISK, STAMPED LHT 705 1938 AND SET IN THE TOP OF A
 FE0271'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0293 ***********************************************************************
 FE0293  DESIGNATION -  LHT 706
 FE0293  PID         -  FE0293
 FE0293  STATE/COUNTY-  TN/HARDIN
 FE0293  USGS QUAD   -  COUNCE (1984)
 FE0293
 FE0293                         *CURRENT SURVEY CONTROL
 FE0293  ___________________________________________________________________
 FE0293* NAD 83(1986)-  35 06 58.     (N)    088 19 03.     (W)     SCALED    
 FE0293* NAVD 88     -       120.003  (meters)     393.71   (feet)  ADJUSTED  
 FE0293  ___________________________________________________________________
 FE0293  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE0293  DYNAMIC HT  -         119.893 (meters)     393.35  (feet)  COMP
 FE0293  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 FE0293
 FE0293  VERT ORDER  -  FIRST     CLASS II
 FE0293
 FE0293.The horizontal coordinates were scaled from a topographic map and have
 FE0293.an estimated accuracy of +/- 6 seconds.
 FE0293
 FE0293.The orthometric height was determined by differential leveling
 FE0293.and adjusted by the National Geodetic Survey in June 1991..
 FE0293
 FE0293.The geoid height was determined by GEOID03.
 FE0293
 FE0293.The dynamic height is computed by dividing the NAVD 88
 FE0293.geopotential number by the normal gravity value computed on the
 FE0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0293.degrees latitude (g = 980.6199 gals.).
 FE0293
 FE0293.The modeled gravity was interpolated from observed gravity values.
 FE0293
 FE0293;                    North         East    Units  Estimated Accuracy
 FE0293;SPC TN       -    89,350.      388,750.      MT  (+/- 180 meters Scaled)
 FE0293
 FE0293                          SUPERSEDED SURVEY CONTROL
 FE0293
 FE0293  NGVD 29 (??/??/??)  120.012  (m)          393.74   (f) ADJUSTED    1 2
 FE0293
 FE0293.Superseded values are not recommended for survey control.
 FE0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0293.See file dsdata.txt to determine how the superseded data were derived.
 FE0293
 FE0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD799867(NAD 83)
 FE0293_MARKER: DD = SURVEY DISK
 FE0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0293_STAMPING: LHT 706 1938
 FE0293_MARK LOGO: TVA   
 FE0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0293+STABILITY: SURFACE MOTION
 FE0293
 FE0293  HISTORY     - Date     Condition        Report By
 FE0293  HISTORY     - 1938     MONUMENTED       TVA
 FE0293  HISTORY     - 1947     GOOD             CGS
 FE0293
 FE0293                          STATION DESCRIPTION
 FE0293
 FE0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0293'3.2 MI S FROM PITTSBURG LANDING.
 FE0293'3.2 MILES SOUTH ALONG A ROAD TO HAMBURG FROM THE POST OFFICE AT
 FE0293'PITTSBURG LANDING, ABOUT 1.9 MILE NORTH ALONG A GRAVEL ROAD FROM
 FE0293'THE MAIN ROAD JUNCTION AT HAMBURG, AT THE JUNCTION OF A GRAVEL
 FE0293'ROAD LEADING WEST, ABOUT 0.1 MILE NORTH OF A STEEL BRIDGE OVER
 FE0293'LICK CREEK DRAINAGE CANAL, 64 FEET WEST OF THE CENTER LINE OF THE
 FE0293'MAIN ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST,
 FE0293'58 FEET WEST-NORTHWEST OF THE WEST END OF A 14-INCH CORRUGATED
 FE0293'PIPE CULVERT UNDER THE NORTH-SOUTH ROAD, 8 FEET NORTH OF A
 FE0293'TRIANGULAR BLAZED 14-INCH SWEET GUM TREE, 7 FEET EAST OF A TRIANGULAR
 FE0293'BLAZED 20-INCH SWEET-GUM TREE, 2 FEET NORTH OF A WHITE WOODEN
 FE0293'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 FE0293'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0434 ***********************************************************************
 FE0434  DESIGNATION -  LHT 707
 FE0434  PID         -  FE0434
 FE0434  STATE/COUNTY-  TN/HARDIN
 FE0434  USGS QUAD   -  SAVANNAH (1991)
 FE0434
 FE0434                         *CURRENT SURVEY CONTROL
 FE0434  ___________________________________________________________________
 FE0434* NAD 83(1986)-  35 11 43.     (N)    088 14 10.     (W)     SCALED    
 FE0434* NAVD 88     -       138.381  (meters)     454.00   (feet)  ADJUSTED  
 FE0434  ___________________________________________________________________
 FE0434  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FE0434  DYNAMIC HT  -         138.256 (meters)     453.59  (feet)  COMP
 FE0434  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FE0434
 FE0434  VERT ORDER  -  SECOND    CLASS 0
 FE0434
 FE0434.The horizontal coordinates were scaled from a topographic map and have
 FE0434.an estimated accuracy of +/- 6 seconds.
 FE0434
 FE0434.The orthometric height was determined by differential leveling
 FE0434.and adjusted by the National Geodetic Survey in June 1991..
 FE0434
 FE0434.The geoid height was determined by GEOID03.
 FE0434
 FE0434.The dynamic height is computed by dividing the NAVD 88
 FE0434.geopotential number by the normal gravity value computed on the
 FE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0434.degrees latitude (g = 980.6199 gals.).
 FE0434
 FE0434.The modeled gravity was interpolated from observed gravity values.
 FE0434
 FE0434;                    North         East    Units  Estimated Accuracy
 FE0434;SPC TN       -    97,960.      396,370.      MT  (+/- 180 meters Scaled)
 FE0434
 FE0434                          SUPERSEDED SURVEY CONTROL
 FE0434
 FE0434  NGVD 29 (??/??/??)  138.394  (m)          454.05   (f) ADJUSTED    2 0
 FE0434
 FE0434.Superseded values are not recommended for survey control.
 FE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0434.See file dsdata.txt to determine how the superseded data were derived.
 FE0434
 FE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD874953(NAD 83)
 FE0434_MARKER: DD = SURVEY DISK
 FE0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0434_STAMPING: LHT 707 1938
 FE0434_MARK LOGO: TVA   
 FE0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0434+STABILITY: SURFACE MOTION
 FE0434
 FE0434  HISTORY     - Date     Condition        Report By
 FE0434  HISTORY     - 1938     MONUMENTED       TVA
 FE0434  HISTORY     - 1962     GOOD             CGS
 FE0434
 FE0434                          STATION DESCRIPTION
 FE0434
 FE0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FE0434'0.5 MI SE FROM SAVANNAH.
 FE0434'FROM THE COURTHOUSE IN SAVANNAH GO EAST ON U.S. 64 FOR 0.3
 FE0434'MILES TO THE INTERSECTION OF ST. RT. 69.  GO SOUTH ON ST. RT. 69
 FE0434'FOR 2.25 MILES TO A GRAVELED ROAD AND THE MARK ON THE LEFT.  THE
 FE0434'MARK IS 48 FT. NORTH EAST OF THE CENTERLINE OF ST. RT. 9, 60 FT.
 FE0434'SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 33 FT. SOUTH OF A
 FE0434'3.5 FT. OAK TREE IN 1962, AND 14 FT. NORTHEAST OF A POWER POLE.
 FE0434'THE MARK IS A T.V.A. DISK IN THE TOP OF A 6 INCH SQUARE, CONC.
 FE0434'MONUMENT, PROJECTING 6 INCHES ABOVE THE GROUND AND STAMPED LHT
 FE0434'707, 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0275 ***********************************************************************
 FE0275  DESIGNATION -  LHT 716
 FE0275  PID         -  FE0275
 FE0275  STATE/COUNTY-  TN/HARDIN
 FE0275  USGS QUAD   -  PICKWICK (1972)
 FE0275
 FE0275                         *CURRENT SURVEY CONTROL
 FE0275  ___________________________________________________________________
 FE0275* NAD 83(1986)-  35 03 58.     (N)    088 14 53.     (W)     SCALED    
 FE0275* NAVD 88     -       128.706  (meters)     422.26   (feet)  ADJUSTED  
 FE0275  ___________________________________________________________________
 FE0275  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE0275  DYNAMIC HT  -         128.588 (meters)     421.88  (feet)  COMP
 FE0275  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 FE0275
 FE0275  VERT ORDER  -  FIRST     CLASS II
 FE0275
 FE0275.The horizontal coordinates were scaled from a topographic map and have
 FE0275.an estimated accuracy of +/- 6 seconds.
 FE0275
 FE0275.The orthometric height was determined by differential leveling
 FE0275.and adjusted by the National Geodetic Survey in June 1991..
 FE0275
 FE0275.The geoid height was determined by GEOID03.
 FE0275
 FE0275.The dynamic height is computed by dividing the NAVD 88
 FE0275.geopotential number by the normal gravity value computed on the
 FE0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0275.degrees latitude (g = 980.6199 gals.).
 FE0275
 FE0275.The modeled gravity was interpolated from observed gravity values.
 FE0275
 FE0275;                    North         East    Units  Estimated Accuracy
 FE0275;SPC TN       -    83,660.      394,960.      MT  (+/- 180 meters Scaled)
 FE0275
 FE0275                          SUPERSEDED SURVEY CONTROL
 FE0275
 FE0275  NGVD 29 (??/??/??)  128.715  (m)          422.29   (f) ADJUSTED    1 2
 FE0275
 FE0275.Superseded values are not recommended for survey control.
 FE0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0275.See file dsdata.txt to determine how the superseded data were derived.
 FE0275
 FE0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD862810(NAD 83)
 FE0275_MARKER: DD = SURVEY DISK
 FE0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0275_SP_SET: PLATFORM
 FE0275_STAMPING: LHT 716 1938
 FE0275_MARK LOGO: TVA   
 FE0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0275
 FE0275  HISTORY     - Date     Condition        Report By
 FE0275  HISTORY     - 1938     MONUMENTED       TVA
 FE0275  HISTORY     - 1947     GOOD             CGS
 FE0275
 FE0275                          STATION DESCRIPTION
 FE0275
 FE0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0275'AT PICKWICK DAM.
 FE0275'AT PICKWICK DAM, SET IN THE TOP OF THE FLOOR AT THE ENTRANCE
 FE0275'TO THE ENGINEERS LOCKER ROOM, DIRECTLY UNDER THE FLAG POLE WHICH
 FE0275'IS ON THE OBSERVATION PLATFORM, 3 FEET WEST OF THE CENTER OF THE
 FE0275'ENTRANCE TO THE LOCKER ROOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0764 ***********************************************************************
 FC0764  DESIGNATION -  LHT 794
 FC0764  PID         -  FC0764
 FC0764  STATE/COUNTY-  TN/MEIGS
 FC0764  USGS QUAD   -  TRANQUILLITY (1990)
 FC0764
 FC0764                         *CURRENT SURVEY CONTROL
 FC0764  ___________________________________________________________________
 FC0764* NAD 83(1986)-  35 37 16.     (N)    084 44 02.     (W)     SCALED    
 FC0764* NAVD 88     -       275.912  (meters)     905.22   (feet)  ADJUSTED  
 FC0764  ___________________________________________________________________
 FC0764  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FC0764  DYNAMIC HT  -         275.649 (meters)     904.36  (feet)  COMP
 FC0764  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 FC0764
 FC0764  VERT ORDER  -  FIRST     CLASS II
 FC0764
 FC0764.The horizontal coordinates were scaled from a topographic map and have
 FC0764.an estimated accuracy of +/- 6 seconds.
 FC0764
 FC0764.The orthometric height was determined by differential leveling
 FC0764.and adjusted by the National Geodetic Survey in June 1991..
 FC0764
 FC0764.The geoid height was determined by GEOID03.
 FC0764
 FC0764.The dynamic height is computed by dividing the NAVD 88
 FC0764.geopotential number by the normal gravity value computed on the
 FC0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0764.degrees latitude (g = 980.6199 gals.).
 FC0764
 FC0764.The modeled gravity was interpolated from observed gravity values.
 FC0764
 FC0764;                    North         East    Units  Estimated Accuracy
 FC0764;SPC TN       -   143,620.      714,690.      MT  (+/- 180 meters Scaled)
 FC0764
 FC0764                          SUPERSEDED SURVEY CONTROL
 FC0764
 FC0764  NGVD 29 (??/??/92)  275.993  (m)          905.49   (f) ADJ UNCH    1 2
 FC0764
 FC0764.Superseded values are not recommended for survey control.
 FC0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0764.See file dsdata.txt to determine how the superseded data were derived.
 FC0764
 FC0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE052442(NAD 83)
 FC0764_MARKER: DD = SURVEY DISK
 FC0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0764_STAMPING: LHT 794 1938
 FC0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0764+STABILITY: SURFACE MOTION
 FC0764
 FC0764  HISTORY     - Date     Condition        Report By
 FC0764  HISTORY     - 1938     MONUMENTED       TVA
 FC0764  HISTORY     - 1950     GOOD             NGS
 FC0764
 FC0764                          STATION DESCRIPTION
 FC0764
 FC0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0764'1.2 MI E FROM PEAKLAND.
 FC0764'1.25 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0764'PEAKLAND, ABOUT 0.15 MILE WEST OF THE TOP OF A GRADE, AT THE
 FC0764'JUNCTION OF A ROAD LEADING SOUTH, 27.5 FEET NORTH OF THE CENTER
 FC0764'LINE OF THE HIGHWAY, 91 FEET NORTHEAST OF THE CENTER OF THE
 FC0764'WEST LEG OF JUNCTION, 145 FEET NORTHWEST OF THE CENTER OF THE
 FC0764'EAST LEG OF JUNCTION, 29 FEET SOUTHWEST OF A FORKED 26-INCH OAK
 FC0764'TREE, 1/2 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 FC0764'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FC0764'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0762 ***********************************************************************
 FC0762  DESIGNATION -  LHT 795
 FC0762  PID         -  FC0762
 FC0762  STATE/COUNTY-  TN/MEIGS
 FC0762  USGS QUAD   -  SPRING CITY (1990)
 FC0762
 FC0762                         *CURRENT SURVEY CONTROL
 FC0762  ___________________________________________________________________
 FC0762* NAD 83(1986)-  35 37 37.     (N)    084 45 08.     (W)     SCALED    
 FC0762* NAVD 88     -       235.487  (meters)     772.59   (feet)  ADJUSTED  
 FC0762  ___________________________________________________________________
 FC0762  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FC0762  DYNAMIC HT  -         235.262 (meters)     771.86  (feet)  COMP
 FC0762  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FC0762
 FC0762  VERT ORDER  -  FIRST     CLASS II
 FC0762
 FC0762.The horizontal coordinates were scaled from a topographic map and have
 FC0762.an estimated accuracy of +/- 6 seconds.
 FC0762
 FC0762.The orthometric height was determined by differential leveling
 FC0762.and adjusted by the National Geodetic Survey in June 1991..
 FC0762
 FC0762.The geoid height was determined by GEOID03.
 FC0762
 FC0762.The dynamic height is computed by dividing the NAVD 88
 FC0762.geopotential number by the normal gravity value computed on the
 FC0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0762.degrees latitude (g = 980.6199 gals.).
 FC0762
 FC0762.The modeled gravity was interpolated from observed gravity values.
 FC0762
 FC0762;                    North         East    Units  Estimated Accuracy
 FC0762;SPC TN       -   144,250.      713,020.      MT  (+/- 180 meters Scaled)
 FC0762
 FC0762                          SUPERSEDED SURVEY CONTROL
 FC0762
 FC0762  NGVD 29 (??/??/92)  235.568  (m)          772.86   (f) ADJ UNCH    1 2
 FC0762
 FC0762.Superseded values are not recommended for survey control.
 FC0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0762.See file dsdata.txt to determine how the superseded data were derived.
 FC0762
 FC0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE035448(NAD 83)
 FC0762_MARKER: DD = SURVEY DISK
 FC0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0762_STAMPING: LHT 795 1938
 FC0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0762+STABILITY: SURFACE MOTION
 FC0762
 FC0762  HISTORY     - Date     Condition        Report By
 FC0762  HISTORY     - 1938     MONUMENTED       TVA
 FC0762  HISTORY     - 1950     GOOD             NGS
 FC0762
 FC0762                          STATION DESCRIPTION
 FC0762
 FC0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0762'0.2 MI E FROM PEAKLAND.
 FC0762'0.15 MILE EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 FC0762'PEAKLAND, 120 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD
 FC0762'CROSSING, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14.5
 FC0762'FEET WEST-SOUTHWEST OF THE CENTER OF A WELL WITH SQUARE CONCRETE
 FC0762'CURBING, 5.5 FEET SOUTH-SOUTHWEST OF A TWIN TRUNK TREE, ABOUT
 FC0762'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0762'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0593 ***********************************************************************
 GA0593  DESIGNATION -  LHT 796
 GA0593  PID         -  GA0593
 GA0593  STATE/COUNTY-  TN/UNICOI
 GA0593  USGS QUAD   -  ERWIN (1971)
 GA0593
 GA0593                         *CURRENT SURVEY CONTROL
 GA0593  ___________________________________________________________________
 GA0593* NAD 83(1986)-  36 09 00.     (N)    082 25 04.     (W)     SCALED    
 GA0593* NAVD 88     -       505.14   (+/-2cm)    1657.3    (feet)  VERTCON   
 GA0593  ___________________________________________________________________
 GA0593  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA0593
 GA0593  VERT ORDER  -  ? (See Below)
 GA0593
 GA0593.The horizontal coordinates were scaled from a topographic map and have
 GA0593.an estimated accuracy of +/- 6 seconds.
 GA0593
 GA0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0593.The vertical order pertains to the NGVD 29 superseded value.
 GA0593
 GA0593.The geoid height was determined by GEOID03.
 GA0593
 GA0593;                    North         East    Units  Estimated Accuracy
 GA0593;SPC TN       -   207,460.      922,290.      MT  (+/- 180 meters Scaled)
 GA0593
 GA0593                          SUPERSEDED SURVEY CONTROL
 GA0593
 GA0593  NGVD 29 (??/??/92)  505.273  (m)         1657.72   (f) ADJ UNCH    ?  
 GA0593
 GA0593.Superseded values are not recommended for survey control.
 GA0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0593.See file dsdata.txt to determine how the superseded data were derived.
 GA0593
 GA0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA724015(NAD 83)
 GA0593_MARKER: DD = SURVEY DISK
 GA0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0593_STAMPING: LHT 796 1938
 GA0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0593+STABILITY: SURFACE MOTION
 GA0593
 GA0593  HISTORY     - Date     Condition        Report By
 GA0593  HISTORY     - 1938     MONUMENTED       TVA
 GA0593
 GA0593                          STATION DESCRIPTION
 GA0593
 GA0593'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0593'0.3 MI NW FROM ERWIN.
 GA0593'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 81 FROM THE JUNCTION OF
 GA0593'U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI COUNTY, 75.8 FEET
 GA0593'SOUTHEAST OF A CONCRETE BRIDGE OVER NORTH INDIAN CREEK, 71.6
 GA0593'FEET WEST OF A POWER-TRANSMISSION LINE POLE, AT THE INTERSECTION
 GA0593'OF A DIRT ROAD, 35 FEET WEST OF THE CENTER OF THE INTERSECTION,
 GA0593'21 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET
 GA0593'NORTH OF A WIRE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA0593'DISK, STAMPED LHT 796 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0594 ***********************************************************************
 GA0594  DESIGNATION -  LHT 797
 GA0594  PID         -  GA0594
 GA0594  STATE/COUNTY-  TN/UNICOI
 GA0594  USGS QUAD   -  ERWIN (1971)
 GA0594
 GA0594                         *CURRENT SURVEY CONTROL
 GA0594  ___________________________________________________________________
 GA0594* NAD 83(1986)-  36 08 58.     (N)    082 25 58.     (W)     SCALED    
 GA0594* NAVD 88     -       531.33   (+/-2cm)    1743.2    (feet)  VERTCON   
 GA0594  ___________________________________________________________________
 GA0594  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA0594
 GA0594  VERT ORDER  -  ? (See Below)
 GA0594
 GA0594.The horizontal coordinates were scaled from a topographic map and have
 GA0594.an estimated accuracy of +/- 6 seconds.
 GA0594
 GA0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0594.The vertical order pertains to the NGVD 29 superseded value.
 GA0594
 GA0594.The geoid height was determined by GEOID03.
 GA0594
 GA0594;                    North         East    Units  Estimated Accuracy
 GA0594;SPC TN       -   207,350.      920,940.      MT  (+/- 180 meters Scaled)
 GA0594
 GA0594                          SUPERSEDED SURVEY CONTROL
 GA0594
 GA0594  NGVD 29 (??/??/92)  531.461  (m)         1743.63   (f) ADJ UNCH    ?  
 GA0594
 GA0594.Superseded values are not recommended for survey control.
 GA0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0594.See file dsdata.txt to determine how the superseded data were derived.
 GA0594
 GA0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA711014(NAD 83)
 GA0594_MARKER: DB = BENCH MARK DISK
 GA0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0594_STAMPING: LHT 797 1938
 GA0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0594+STABILITY: SURFACE MOTION
 GA0594
 GA0594  HISTORY     - Date     Condition        Report By
 GA0594  HISTORY     - 1938     MONUMENTED       TVA
 GA0594
 GA0594                          STATION DESCRIPTION
 GA0594
 GA0594'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0594'1.2 MI NW FROM ERWIN.
 GA0594'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 81 FROM THE JUNCTION OF
 GA0594'U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI COUNTY, ON THE PROPERTY
 GA0594'OF DAN HUSKEY, 225 FEET SOUTHEAST OF THE HOUSE, 180 FEET SOUTH
 GA0594'OF AN OVAL-SHAPED BARN, 75 FEET SOUTHEAST OF A DRAIN, 57.1 FEET
 GA0594'NORTHWEST OF A 24-INCH BLACK STUMP, AT THE JUNCTION OF THE
 GA0594'CANAH HOLLOW ROAD, 18 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 GA0594'21.9 FEET NORTHEAST OF A PAINTED POWER-TRANSMISSION LINE POLE,
 GA0594'8 FEET EAST OF A SIGNPOST, AND 2 FEET NORTHWEST OF A WIRE FENCE.
 GA0594'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 797 1938
 GA0594'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0596 ***********************************************************************
 GA0596  DESIGNATION -  LHT 798
 GA0596  PID         -  GA0596
 GA0596  STATE/COUNTY-  TN/UNICOI
 GA0596  USGS QUAD   -  ERWIN (1971)
 GA0596
 GA0596                         *CURRENT SURVEY CONTROL
 GA0596  ___________________________________________________________________
 GA0596* NAD 83(1986)-  36 09 13.     (N)    082 26 28.     (W)     SCALED    
 GA0596* NAVD 88     -       487.00   (+/-2cm)    1597.8    (feet)  VERTCON   
 GA0596  ___________________________________________________________________
 GA0596  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0596
 GA0596  VERT ORDER  -  ? (See Below)
 GA0596
 GA0596.The horizontal coordinates were scaled from a topographic map and have
 GA0596.an estimated accuracy of +/- 6 seconds.
 GA0596
 GA0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0596.The vertical order pertains to the NGVD 29 superseded value.
 GA0596
 GA0596.The geoid height was determined by GEOID03.
 GA0596
 GA0596;                    North         East    Units  Estimated Accuracy
 GA0596;SPC TN       -   207,780.      920,180.      MT  (+/- 180 meters Scaled)
 GA0596
 GA0596                          SUPERSEDED SURVEY CONTROL
 GA0596
 GA0596  NGVD 29 (??/??/92)  487.140  (m)         1598.23   (f) ADJ UNCH    ?  
 GA0596
 GA0596.Superseded values are not recommended for survey control.
 GA0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0596.See file dsdata.txt to determine how the superseded data were derived.
 GA0596
 GA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA703019(NAD 83)
 GA0596_MARKER: DD = SURVEY DISK
 GA0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0596_STAMPING: LHT 798 1938
 GA0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0596+STABILITY: SURFACE MOTION
 GA0596
 GA0596  HISTORY     - Date     Condition        Report By
 GA0596  HISTORY     - 1938     MONUMENTED       TVA
 GA0596
 GA0596                          STATION DESCRIPTION
 GA0596
 GA0596'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0596'2.6 MI NW FROM ERWIN.
 GA0596'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 81 FROM THE JUNCTION
 GA0596'OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI COUNTY, 325 FEET
 GA0596'NORTH OF A FLAT WOODEN BRIDGE OVER NOLICHUCKY RIVER, 135 FEET
 GA0596'SOUTH OF THE UNICOI-WASHINGTON COUNTY LINE, 40 FEET EAST OF THE
 GA0596'RIVER, OPPOSITE A HIGH ROCK BLUFF, 16.1 FEET NORTHEAST OF A
 GA0596'24-INCH BALSAM TREE, 10 FEET WEST OF THE HIGHWAY, UNDER THE
 GA0596'TENNESSEE ELECTRIC POWER COMPANY TRANSMISSION LINE, AND 5.9 FEET
 GA0596'SOUTH OF A PAINTED POLE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 GA0596'DISK, STAMPED LHT 798 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0597 ***********************************************************************
 GA0597  DESIGNATION -  LHT 799
 GA0597  PID         -  GA0597
 GA0597  STATE/COUNTY-  TN/WASHINGTON
 GA0597  USGS QUAD   -  ERWIN (1971)
 GA0597
 GA0597                         *CURRENT SURVEY CONTROL
 GA0597  ___________________________________________________________________
 GA0597* NAD 83(1986)-  36 09 55.     (N)    082 26 37.     (W)     SCALED    
 GA0597* NAVD 88     -       482.31   (+/-2cm)    1582.4    (feet)  VERTCON   
 GA0597  ___________________________________________________________________
 GA0597  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA0597
 GA0597  VERT ORDER  -  ? (See Below)
 GA0597
 GA0597.The horizontal coordinates were scaled from a topographic map and have
 GA0597.an estimated accuracy of +/- 6 seconds.
 GA0597
 GA0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0597.The vertical order pertains to the NGVD 29 superseded value.
 GA0597
 GA0597.The geoid height was determined by GEOID03.
 GA0597
 GA0597;                    North         East    Units  Estimated Accuracy
 GA0597;SPC TN       -   209,070.      919,910.      MT  (+/- 180 meters Scaled)
 GA0597
 GA0597                          SUPERSEDED SURVEY CONTROL
 GA0597
 GA0597  NGVD 29 (??/??/92)  482.446  (m)         1582.82   (f) ADJ UNCH    ?  
 GA0597
 GA0597.Superseded values are not recommended for survey control.
 GA0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0597.See file dsdata.txt to determine how the superseded data were derived.
 GA0597
 GA0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA701032(NAD 83)
 GA0597_MARKER: DD = SURVEY DISK
 GA0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0597_STAMPING: LHT 799 1938
 GA0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0597+STABILITY: SURFACE MOTION
 GA0597
 GA0597  HISTORY     - Date     Condition        Report By
 GA0597  HISTORY     - 1938     MONUMENTED       TVA
 GA0597
 GA0597                          STATION DESCRIPTION
 GA0597
 GA0597'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0597'3.4 MI NW FROM ERWIN.
 GA0597'IN WASHINGTON COUNTY, 3.4 MILES NORTHWEST ALONG STATE HIGHWAY 81
 GA0597'FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI
 GA0597'COUNTY, 500 FEET EAST OF NOLICHUCKY RIVER, ON THE DAVE TRIPLETT
 GA0597'PROPERTY, 200 FEET NORTHWEST OF A SPRING, 175 FEET NORTH OF AN
 GA0597'OLD STORE BUILDING, 60 FEET EAST OF THE SOUTHEAST EDGE OF THE
 GA0597'HOUSE, AT THE SOUTH EDGE OF THE YARD, AT THE NORTH EDGE OF A PLUM
 GA0597'ORCHARD, 25.9 FEET NORTHWEST OF A POWER-TRANSMISSION LINE POLE,
 GA0597'AND 22 FEET SOUTHWEST OF THE HIGHWAY.  A TENNESSEE VALLEY AUTHORITY
 GA0597'STANDARD DISK, STAMPED LHT 799 1938 AND SET IN THE TOP OF A
 GA0597'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0599 ***********************************************************************
 GA0599  DESIGNATION -  LHT 800
 GA0599  PID         -  GA0599
 GA0599  STATE/COUNTY-  TN/WASHINGTON
 GA0599  USGS QUAD   -  ERWIN (1971)
 GA0599
 GA0599                         *CURRENT SURVEY CONTROL
 GA0599  ___________________________________________________________________
 GA0599* NAD 83(1986)-  36 10 30.     (N)    082 27 01.     (W)     SCALED    
 GA0599* NAVD 88     -       483.59   (+/-2cm)    1586.6    (feet)  VERTCON   
 GA0599  ___________________________________________________________________
 GA0599  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA0599
 GA0599  VERT ORDER  -  ? (See Below)
 GA0599
 GA0599.The horizontal coordinates were scaled from a topographic map and have
 GA0599.an estimated accuracy of +/- 6 seconds.
 GA0599
 GA0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0599.The vertical order pertains to the NGVD 29 superseded value.
 GA0599
 GA0599.The geoid height was determined by GEOID03.
 GA0599
 GA0599;                    North         East    Units  Estimated Accuracy
 GA0599;SPC TN       -   210,120.      919,270.      MT  (+/- 180 meters Scaled)
 GA0599
 GA0599                          SUPERSEDED SURVEY CONTROL
 GA0599
 GA0599  NGVD 29 (??/??/92)  483.732  (m)         1587.04   (f) ADJ UNCH    ?  
 GA0599
 GA0599.Superseded values are not recommended for survey control.
 GA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0599.See file dsdata.txt to determine how the superseded data were derived.
 GA0599
 GA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA695043(NAD 83)
 GA0599_MARKER: DD = SURVEY DISK
 GA0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0599_STAMPING: LHT 800 1938
 GA0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0599+STABILITY: SURFACE MOTION
 GA0599
 GA0599  HISTORY     - Date     Condition        Report By
 GA0599  HISTORY     - 1938     MONUMENTED       TVA
 GA0599
 GA0599                          STATION DESCRIPTION
 GA0599
 GA0599'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0599'4.2 MI NW FROM ERWIN.
 GA0599'IN WASHINGTON COUNTY, 4.2 MILES NORTHWEST ALONG STATE HIGHWAY
 GA0599'81 FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN,
 GA0599'UNICOI COUNTY, 600 FEET NORTHWEST OF THE CHARLES TUCKER RESIDENCE,
 GA0599'ON THE DON FOUST PROPERTY, 150 FEET SOUTHWEST OF THE NORTH END
 GA0599'OF A ROCK FENCE, 63.7 FEET NORTHEAST OF A LONE 11-INCH PINE TREE,
 GA0599'40 FEET NORTHEAST OF A HART SCHAFFNER AND MARX SIGN, 15 FEET
 GA0599'NORTHWEST OF A BRACE POLE, 11 FEET NORTHEAST OF THE HIGHWAY, AND
 GA0599'4 FEET NORTH OF A FENCE CORNER.  A TENNESSEE VALLEY AUTHORITY
 GA0599'STANDARD DISK, STAMPED LHT 800 1938 AND SET IN THE TOP OF A
 GA0599'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0600 ***********************************************************************
 GA0600  DESIGNATION -  LHT 801
 GA0600  PID         -  GA0600
 GA0600  STATE/COUNTY-  TN/WASHINGTON
 GA0600  USGS QUAD   -  ERWIN (1971)
 GA0600
 GA0600                         *CURRENT SURVEY CONTROL
 GA0600  ___________________________________________________________________
 GA0600* NAD 83(1986)-  36 10 52.     (N)    082 27 12.     (W)     SCALED    
 GA0600* NAVD 88     -       470.05   (+/-2cm)    1542.2    (feet)  VERTCON   
 GA0600  ___________________________________________________________________
 GA0600  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA0600
 GA0600  VERT ORDER  -  ? (See Below)
 GA0600
 GA0600.The horizontal coordinates were scaled from a topographic map and have
 GA0600.an estimated accuracy of +/- 6 seconds.
 GA0600
 GA0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0600.The vertical order pertains to the NGVD 29 superseded value.
 GA0600
 GA0600.The geoid height was determined by GEOID03.
 GA0600
 GA0600;                    North         East    Units  Estimated Accuracy
 GA0600;SPC TN       -   210,790.      918,970.      MT  (+/- 180 meters Scaled)
 GA0600
 GA0600                          SUPERSEDED SURVEY CONTROL
 GA0600
 GA0600  NGVD 29 (??/??/92)  470.196  (m)         1542.63   (f) ADJ UNCH    ?  
 GA0600
 GA0600.Superseded values are not recommended for survey control.
 GA0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0600.See file dsdata.txt to determine how the superseded data were derived.
 GA0600
 GA0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA693050(NAD 83)
 GA0600_MARKER: DD = SURVEY DISK
 GA0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0600_STAMPING: LHT 801 1938
 GA0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0600+STABILITY: SURFACE MOTION
 GA0600
 GA0600  HISTORY     - Date     Condition        Report By
 GA0600  HISTORY     - 1938     MONUMENTED       TVA
 GA0600
 GA0600                          STATION DESCRIPTION
 GA0600
 GA0600'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0600'4.8 MI NW FROM ERWIN.
 GA0600'IN WASHINGTON COUNTY, 4.8 MILES NORTHWEST ALONG STATE HIGHWAY 81
 GA0600'FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI
 GA0600'COUNTY, 0.4 MILE EAST ACROSS NOLICHUCKY RIVER FROM EMBREEVILLE,
 GA0600'AT THE JUNCTION OF DRY CREEK ROAD, 30 FEET WEST OF THE JUNCTION,
 GA0600'32.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL HIGHWAY
 GA0600'BRIDGE ACROSS THE RIVER, 59 FEET SOUTHWEST OF A 4-INCH ELDER
 GA0600'TREE, AND 9 FEET SOUTH OF THE HIGHWAY.  A TENNESSEE VALLEY
 GA0600'AUTHORITY STANDARD DISK, STAMPED LHT 801 1938 AND SET IN THE TOP
 GA0600'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0602 ***********************************************************************
 GA0602  DESIGNATION -  LHT 802
 GA0602  PID         -  GA0602
 GA0602  STATE/COUNTY-  TN/WASHINGTON
 GA0602  USGS QUAD   -  ERWIN (1971)
 GA0602
 GA0602                         *CURRENT SURVEY CONTROL
 GA0602  ___________________________________________________________________
 GA0602* NAD 83(1986)-  36 11 35.     (N)    082 27 22.     (W)     SCALED    
 GA0602* NAVD 88     -       468.67   (+/-2cm)    1537.6    (feet)  VERTCON   
 GA0602  ___________________________________________________________________
 GA0602  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0602
 GA0602  VERT ORDER  -  ? (See Below)
 GA0602
 GA0602.The horizontal coordinates were scaled from a topographic map and have
 GA0602.an estimated accuracy of +/- 6 seconds.
 GA0602
 GA0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0602.The vertical order pertains to the NGVD 29 superseded value.
 GA0602
 GA0602.The geoid height was determined by GEOID03.
 GA0602
 GA0602;                    North         East    Units  Estimated Accuracy
 GA0602;SPC TN       -   212,110.      918,670.      MT  (+/- 180 meters Scaled)
 GA0602
 GA0602                          SUPERSEDED SURVEY CONTROL
 GA0602
 GA0602  NGVD 29 (??/??/92)  468.820  (m)         1538.12   (f) ADJ UNCH    ?  
 GA0602
 GA0602.Superseded values are not recommended for survey control.
 GA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0602.See file dsdata.txt to determine how the superseded data were derived.
 GA0602
 GA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA690063(NAD 83)
 GA0602_MARKER: DD = SURVEY DISK
 GA0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0602_STAMPING: LHT 802 1938
 GA0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0602+STABILITY: SURFACE MOTION
 GA0602
 GA0602  HISTORY     - Date     Condition        Report By
 GA0602  HISTORY     - 1938     MONUMENTED       TVA
 GA0602
 GA0602                          STATION DESCRIPTION
 GA0602
 GA0602'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0602'5.8 MI NW FROM ERWIN.
 GA0602'IN WASHINGTON COUNTY, 5.8 MILES NORTHWEST ALONG STATE HIGHWAY 81
 GA0602'FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI
 GA0602'COUNTY, 1.0 MILE NORTH OF EMBREEVILLE, ON THE W.N. FORD PROPERTY,
 GA0602'18.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FORD CAFE,
 GA0602'ACROSS THE HIGHWAY FROM A WHITE HOUSE, 15.6 FEET NORTH OF A FENCE
 GA0602'CORNER, AND 20 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 GA0602'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 802 1938
 GA0602'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0603 ***********************************************************************
 GA0603  DESIGNATION -  LHT 803
 GA0603  PID         -  GA0603
 GA0603  STATE/COUNTY-  TN/WASHINGTON
 GA0603  USGS QUAD   -  ERWIN (1971)
 GA0603
 GA0603                         *CURRENT SURVEY CONTROL
 GA0603  ___________________________________________________________________
 GA0603* NAD 83(1986)-  36 11 55.     (N)    082 27 42.     (W)     SCALED    
 GA0603* NAVD 88     -       467.20   (+/-2cm)    1532.8    (feet)  VERTCON   
 GA0603  ___________________________________________________________________
 GA0603  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0603
 GA0603  VERT ORDER  -  ? (See Below)
 GA0603
 GA0603.The horizontal coordinates were scaled from a topographic map and have
 GA0603.an estimated accuracy of +/- 6 seconds.
 GA0603
 GA0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0603.The vertical order pertains to the NGVD 29 superseded value.
 GA0603
 GA0603.The geoid height was determined by GEOID03.
 GA0603
 GA0603;                    North         East    Units  Estimated Accuracy
 GA0603;SPC TN       -   212,700.      918,150.      MT  (+/- 180 meters Scaled)
 GA0603
 GA0603                          SUPERSEDED SURVEY CONTROL
 GA0603
 GA0603  NGVD 29 (??/??/92)  467.354  (m)         1533.31   (f) ADJ UNCH    ?  
 GA0603
 GA0603.Superseded values are not recommended for survey control.
 GA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0603.See file dsdata.txt to determine how the superseded data were derived.
 GA0603
 GA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA685069(NAD 83)
 GA0603_MARKER: DD = SURVEY DISK
 GA0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0603_STAMPING: LHT 803 1938
 GA0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0603+STABILITY: SURFACE MOTION
 GA0603
 GA0603  HISTORY     - Date     Condition        Report By
 GA0603  HISTORY     - 1938     MONUMENTED       TVA
 GA0603
 GA0603                          STATION DESCRIPTION
 GA0603
 GA0603'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0603'6.4 MI NW FROM ERWIN.
 GA0603'IN WASHINGTON COUNTY, 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 81
 GA0603'FROM THE JUNCTION OF U.S. HIGHWAY 23 AND 19 W AT ERWIN, UNICOI
 GA0603'COUNTY, 1.6 MILES NORTH OF EMBREEVILLE, 85 FEET NORTHEAST OF A
 GA0603'CANE MILL, 60.2 FEET EAST OF A TWIN 8-INCH LOCUST TREE, 40 FEET
 GA0603'NORTH OF A CURVE SIGN ON THE HIGHWAY, 22 FEET SOUTHEAST OF A
 GA0603'LARGE IRON-PIPE CULVERT UNDER THE HIGHWAY, AT THE INTERSECTION
 GA0603'OF CARTERS LANE ROAD, 18 FEET SOUTH OF THE ROAD, 8 NORTHEAST OF
 GA0603'THE HIGHWAY, AND 16 FEET WEST OF A WIRE FENCE.  A TENNESSEE VALLEY
 GA0603'AUTHORITY STANDARD DISK, STAMPED LHT 803 1938 AND SET IN THE TOP
 GA0603'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1235 ***********************************************************************
 FB1235  DESIGNATION -  LHT 843
 FB1235  PID         -  FB1235
 FB1235  STATE/COUNTY-  TN/COCKE
 FB1235  USGS QUAD   -  HARTFORD (1968)
 FB1235
 FB1235                         *CURRENT SURVEY CONTROL
 FB1235  ___________________________________________________________________
 FB1235* NAD 83(1986)-  35 48 40.     (N)    083 08 37.     (W)     SCALED    
 FB1235* NAVD 88     -       385.52   (+/-2cm)    1264.8    (feet)  VERTCON   
 FB1235  ___________________________________________________________________
 FB1235  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FB1235
 FB1235  VERT ORDER  -  ? (See Below)
 FB1235
 FB1235.The horizontal coordinates were scaled from a topographic map and have
 FB1235.an estimated accuracy of +/- 6 seconds.
 FB1235
 FB1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1235.The vertical order pertains to the NGVD 29 superseded value.
 FB1235
 FB1235.The geoid height was determined by GEOID03.
 FB1235
 FB1235;                    North         East    Units  Estimated Accuracy
 FB1235;SPC TN       -   167,730.      858,110.      MT  (+/- 180 meters Scaled)
 FB1235
 FB1235                          SUPERSEDED SURVEY CONTROL
 FB1235
 FB1235  NGVD 29 (??/??/92)  385.665  (m)         1265.30   (f) ADJ UNCH    ?  
 FB1235
 FB1235.Superseded values are not recommended for survey control.
 FB1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1235.See file dsdata.txt to determine how the superseded data were derived.
 FB1235
 FB1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV063651(NAD 83)
 FB1235_MARKER: DD = SURVEY DISK
 FB1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1235_SP_SET: CONCRETE POST
 FB1235_STAMPING: LHT 843 1938
 FB1235_MARK LOGO: TVA   
 FB1235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1235+STABILITY: SURFACE MOTION
 FB1235
 FB1235  HISTORY     - Date     Condition        Report By
 FB1235  HISTORY     - 1938     MONUMENTED       TVA
 FB1235  HISTORY     - 19901016 SEE DESCRIPTION  NCGS
 FB1235
 FB1235                          STATION DESCRIPTION
 FB1235
 FB1235'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1235'0.4 MI S FROM HARTFORD.
 FB1235'0.4 MILE SOUTH ALONG THE HARTFORD-WATERVILLE PIKE FROM HARTFORD,
 FB1235'COCKE COUNTY, 0.2 MILE SOUTH OF THE HARTFORD GAGING STATION, 500
 FB1235'FEET SOUTHEAST OF A STEEL BRIDGE OVER PIGEON RIVER, 225 FEET
 FB1235'EAST OF PIGEON RIVER, 100 FEET EAST OF THE PIKE, AT THE HARTFORD
 FB1235'SCHOOL, AT THE NORTH EDGE OF THE SCHOOL PROPERTY LINE, 63.5 FEET
 FB1235'SOUTHWEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, AND 14.7
 FB1235'FEET SOUTHEAST OF THE POINT OF AN ARROW ON A ROCK.  A TENNESSEE
 FB1235'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 843 1938 AND SET IN
 FB1235'THE TOP OF A CONCRETE POST.
 FB1235
 FB1235                          STATION RECOVERY (1990)
 FB1235
 FB1235'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB1235'STATION WAS NOT FOUND-MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1236 ***********************************************************************
 FB1236  DESIGNATION -  LHT 844
 FB1236  PID         -  FB1236
 FB1236  STATE/COUNTY-  TN/COCKE
 FB1236  USGS QUAD   -  HARTFORD (1968)
 FB1236
 FB1236                         *CURRENT SURVEY CONTROL
 FB1236  ___________________________________________________________________
 FB1236* NAD 83(1986)-  35 48 14.     (N)    083 08 07.     (W)     SCALED    
 FB1236* NAVD 88     -       394.83   (+/-2cm)    1295.4    (feet)  VERTCON   
 FB1236  ___________________________________________________________________
 FB1236  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FB1236
 FB1236  VERT ORDER  -  ? (See Below)
 FB1236
 FB1236.The horizontal coordinates were scaled from a topographic map and have
 FB1236.an estimated accuracy of +/- 6 seconds.
 FB1236
 FB1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1236.The vertical order pertains to the NGVD 29 superseded value.
 FB1236
 FB1236.The geoid height was determined by GEOID03.
 FB1236
 FB1236;                    North         East    Units  Estimated Accuracy
 FB1236;SPC TN       -   166,950.      858,880.      MT  (+/- 180 meters Scaled)
 FB1236
 FB1236                          SUPERSEDED SURVEY CONTROL
 FB1236
 FB1236  NGVD 29 (??/??/92)  394.977  (m)         1295.85   (f) ADJ UNCH    ?  
 FB1236
 FB1236.Superseded values are not recommended for survey control.
 FB1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1236.See file dsdata.txt to determine how the superseded data were derived.
 FB1236
 FB1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV070643(NAD 83)
 FB1236_MARKER: DD = SURVEY DISK
 FB1236_SETTING: 66 = SET IN ROCK OUTCROP
 FB1236_SP_SET: ROCK OUTCROP
 FB1236_STAMPING: LHT 844 1938
 FB1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1236+STABILITY: POSITION/ELEVATION WELL
 FB1236
 FB1236  HISTORY     - Date     Condition        Report By
 FB1236  HISTORY     - 1938     MONUMENTED       TVA
 FB1236
 FB1236                          STATION DESCRIPTION
 FB1236
 FB1236'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1236'1.1 MI SE FROM HARTFORD.
 FB1236'1.1 MILES SOUTHEAST ALONG THE HARTFORD-WATERVILLE PIKE FROM
 FB1236'HARTFORD, COCKE COUNTY, 700 FEET NORTH OF NAILLON ISLAND IN
 FB1236'PIGEON RIVER, 500 FEET NORTHEAST OF A LOG BARN, 80 FEET NORTHWEST
 FB1236'OF PIGEON RIVER, AT THE NORTHWEST EDGE OF WATERTANK BRANCH, 15.4
 FB1236'FEET NORTHEAST OF THE NORTHWEST CORNER OF A BRIDGE OVER THE
 FB1236'BRANCH, 20 FEET NORTHEAST OF THE PIKE, 13.6 FEET SOUTHWEST OF A
 FB1236'9-INCH PERSIMMON TREE, AND IN THE TOP OF A ROCK OUTCROP.  A
 FB1236'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 844 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1237 ***********************************************************************
 FB1237  DESIGNATION -  LHT 845
 FB1237  PID         -  FB1237
 FB1237  STATE/COUNTY-  TN/COCKE
 FB1237  USGS QUAD   -  WATERVILLE (1968)
 FB1237
 FB1237                         *CURRENT SURVEY CONTROL
 FB1237  ___________________________________________________________________
 FB1237* NAD 83(1986)-  35 47 50.     (N)    083 07 17.     (W)     SCALED    
 FB1237* NAVD 88     -       404.92   (+/-2cm)    1328.5    (feet)  VERTCON   
 FB1237  ___________________________________________________________________
 FB1237  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FB1237
 FB1237  VERT ORDER  -  ? (See Below)
 FB1237
 FB1237.The horizontal coordinates were scaled from a topographic map and have
 FB1237.an estimated accuracy of +/- 6 seconds.
 FB1237
 FB1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1237.The vertical order pertains to the NGVD 29 superseded value.
 FB1237
 FB1237.The geoid height was determined by GEOID03.
 FB1237
 FB1237;                    North         East    Units  Estimated Accuracy
 FB1237;SPC TN       -   166,240.      860,160.      MT  (+/- 180 meters Scaled)
 FB1237
 FB1237                          SUPERSEDED SURVEY CONTROL
 FB1237
 FB1237  NGVD 29 (??/??/92)  405.056  (m)         1328.92   (f) ADJ UNCH    ?  
 FB1237
 FB1237.Superseded values are not recommended for survey control.
 FB1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1237.See file dsdata.txt to determine how the superseded data were derived.
 FB1237
 FB1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV083635(NAD 83)
 FB1237_MARKER: DD = SURVEY DISK
 FB1237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1237_SP_SET: BRIDGE
 FB1237_STAMPING: LHT 845 1938
 FB1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1237
 FB1237  HISTORY     - Date     Condition        Report By
 FB1237  HISTORY     - 1938     MONUMENTED       TVA
 FB1237
 FB1237                          STATION DESCRIPTION
 FB1237
 FB1237'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1237'2.2 MI SE FROM HARTFORD.
 FB1237'2.2 MILES SOUTHEAST ALONG THE HARTFORD-WATERVILLE PIKE FROM
 FB1237'HARTFORD, COCKE COUNTY, 125 FEET EAST OF THE JUNCTION OF AN OLD
 FB1237'ROAD, AT A STEEL BRIDGE (THE OLD TENNESSEE AND NORTH CAROLINA
 FB1237'RAILWAY BRIDGE) OVER PIGEON RIVER, IN THE TOP OF THE SOUTHWEST
 FB1237'ABUTMENT, ON THE DOWNSTREAM SIDE, AND 3 FEET BELOW THE FLOOR OF
 FB1237'THE BRIDGE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB1237'LHT 845 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1238 ***********************************************************************
 FB1238  DESIGNATION -  LHT 846
 FB1238  PID         -  FB1238
 FB1238  STATE/COUNTY-  TN/COCKE
 FB1238  USGS QUAD   -  WATERVILLE (1968)
 FB1238
 FB1238                         *CURRENT SURVEY CONTROL
 FB1238  ___________________________________________________________________
 FB1238* NAD 83(1986)-  35 47 04.     (N)    083 06 48.     (W)     SCALED    
 FB1238* NAVD 88     -       417.67   (+/-2cm)    1370.3    (feet)  VERTCON   
 FB1238  ___________________________________________________________________
 FB1238  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FB1238
 FB1238  VERT ORDER  -  ? (See Below)
 FB1238
 FB1238.The horizontal coordinates were scaled from a topographic map and have
 FB1238.an estimated accuracy of +/- 6 seconds.
 FB1238
 FB1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1238.The vertical order pertains to the NGVD 29 superseded value.
 FB1238
 FB1238.The geoid height was determined by GEOID03.
 FB1238
 FB1238;                    North         East    Units  Estimated Accuracy
 FB1238;SPC TN       -   164,850.      860,930.      MT  (+/- 180 meters Scaled)
 FB1238
 FB1238                          SUPERSEDED SURVEY CONTROL
 FB1238
 FB1238  NGVD 29 (??/??/92)  417.795  (m)         1370.72   (f) ADJ UNCH    ?  
 FB1238
 FB1238.Superseded values are not recommended for survey control.
 FB1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1238.See file dsdata.txt to determine how the superseded data were derived.
 FB1238
 FB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV089621(NAD 83)
 FB1238_MARKER: DD = SURVEY DISK
 FB1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1238_STAMPING: LHT 846 1938
 FB1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1238+STABILITY: SURFACE MOTION
 FB1238
 FB1238  HISTORY     - Date     Condition        Report By
 FB1238  HISTORY     - 1938     MONUMENTED       TVA
 FB1238
 FB1238                          STATION DESCRIPTION
 FB1238
 FB1238'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1238'3.5 MI SE FROM HARTFORD.
 FB1238'3.5 MILES SOUTHEAST ALONG THE HARTFORD-WATERVILLE PIKE FROM
 FB1238'HARTFORD, COCKE COUNTY, AT BROWNS, 75 FEET SOUTHWEST OF PIGEON
 FB1238'RIVER, 80 FEET NORTHWEST OF TOBES CREEK, ON THE PROPERTY OF LARKIN
 FB1238'BROWN, 37 FEET SOUTHWEST OF THE PIKE, 3 FEET SOUTHEAST OF AN OLD
 FB1238'ROAD LEADING SOUTHWEST, 17 FEET SOUTHEAST OF THE POINT OF ROCK
 FB1238'BLUFF, AT A STORE BUILDING, 15.7 FEET NORTHEAST OF THE SOUTHWEST
 FB1238'CORNER OF THE BUILDING, 8.3 FEET SOUTHWEST OF THE NORTHWEST
 FB1238'CORNER, AND 2 FEET NORTHWEST OF AN OLD STOREHOUSE.  A TENNESSEE
 FB1238'VALLEY AUTHORITY STANDARD DISK, STAMPED LHT 846 1938 AND SET IN
 FB1238'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0593 ***********************************************************************
 FC0593  DESIGNATION -  LHT 99 RESET
 FC0593  PID         -  FC0593
 FC0593  STATE/COUNTY-  TN/BRADLEY
 FC0593  USGS QUAD   -  CHARLESTON (1980)
 FC0593
 FC0593                         *CURRENT SURVEY CONTROL
 FC0593  ___________________________________________________________________
 FC0593* NAD 83(1986)-  35 16 21.     (N)    084 49 06.     (W)     SCALED    
 FC0593* NAVD 88     -       232.751  (meters)     763.62   (feet)  ADJUSTED  
 FC0593  ___________________________________________________________________
 FC0593  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0593  DYNAMIC HT  -         232.523 (meters)     762.87  (feet)  COMP
 FC0593  MODELED GRAV-     979,650.1   (mgal)                       NAVD 88
 FC0593
 FC0593  VERT ORDER  -  SECOND    CLASS 0
 FC0593
 FC0593.The horizontal coordinates were scaled from a topographic map and have
 FC0593.an estimated accuracy of +/- 6 seconds.
 FC0593
 FC0593.The orthometric height was determined by differential leveling
 FC0593.and adjusted by the National Geodetic Survey in June 1991..
 FC0593
 FC0593.The geoid height was determined by GEOID03.
 FC0593
 FC0593.The dynamic height is computed by dividing the NAVD 88
 FC0593.geopotential number by the normal gravity value computed on the
 FC0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0593.degrees latitude (g = 980.6199 gals.).
 FC0593
 FC0593.The modeled gravity was interpolated from observed gravity values.
 FC0593
 FC0593;                    North         East    Units  Estimated Accuracy
 FC0593;SPC TN       -   104,850.      707,510.      MT  (+/- 180 meters Scaled)
 FC0593
 FC0593                          SUPERSEDED SURVEY CONTROL
 FC0593
 FC0593  NGVD 29 (??/??/92)  232.794  (m)          763.76   (f) ADJ UNCH    2 0
 FC0593
 FC0593.Superseded values are not recommended for survey control.
 FC0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0593.See file dsdata.txt to determine how the superseded data were derived.
 FC0593
 FC0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE984054(NAD 83)
 FC0593_MARKER: DD = SURVEY DISK
 FC0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0593_STAMPING: LHT 99 1937 RESET 1961
 FC0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0593+STABILITY: SURFACE MOTION
 FC0593
 FC0593  HISTORY     - Date     Condition        Report By
 FC0593  HISTORY     - 1961     MONUMENTED       TVA
 FC0593
 FC0593                          STATION DESCRIPTION
 FC0593
 FC0593'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1961
 FC0593'4.4 MI W FROM CHARLESTON.
 FC0593'FROM THE CHARLESTON GRADE SCHOOL ON U.S. HWY. 11 GO WEST ON AN
 FC0593'OILED ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT CONTINUE AHEAD FOR
 FC0593'0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 2.9 MILES TO
 FC0593'HENEGAR CHURCH AND THE MARK ON THE RIGHT.  300 FEET WEST OF THE
 FC0593'HENEGAR CHURCH, 41 FEET EAST OF A DRIVEWAY LEADING CEMETERY, 23
 FC0593'FEET NORTH OF THE CENTER OF THE ROAD, 2.3 FEET WEST OF A WITNESS
 FC0593'SIGN.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FC0593'AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- BENCH
 FC0593'MARK N 243 1961 IS ABOUT 0.9 MILE SOUTHWEST ALONG THE OILED ROAD
 FC0593'FROM THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0998 ***********************************************************************
 FD0998  DESIGNATION -  LIBERTY
 FD0998  PID         -  FD0998
 FD0998  STATE/COUNTY-  TN/WAYNE
 FD0998  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0998
 FD0998                         *CURRENT SURVEY CONTROL
 FD0998  ___________________________________________________________________
 FD0998* NAD 83(1986)-  35 20 12.     (N)    087 42 22.     (W)     SCALED    
 FD0998* NAVD 88     -       294.083  (meters)     964.84   (feet)  ADJUSTED  
 FD0998  ___________________________________________________________________
 FD0998  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0998  DYNAMIC HT  -         293.804 (meters)     963.92  (feet)  COMP
 FD0998  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 FD0998
 FD0998  VERT ORDER  -  SECOND    CLASS 0
 FD0998
 FD0998.The horizontal coordinates were scaled from a topographic map and have
 FD0998.an estimated accuracy of +/- 6 seconds.
 FD0998
 FD0998.The orthometric height was determined by differential leveling
 FD0998.and adjusted by the National Geodetic Survey in June 1991..
 FD0998
 FD0998.The geoid height was determined by GEOID03.
 FD0998
 FD0998.The dynamic height is computed by dividing the NAVD 88
 FD0998.geopotential number by the normal gravity value computed on the
 FD0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0998.degrees latitude (g = 980.6199 gals.).
 FD0998
 FD0998.The modeled gravity was interpolated from observed gravity values.
 FD0998
 FD0998;                    North         East    Units  Estimated Accuracy
 FD0998;SPC TN       -   112,670.      444,900.      MT  (+/- 180 meters Scaled)
 FD0998
 FD0998                          SUPERSEDED SURVEY CONTROL
 FD0998
 FD0998  NGVD 29 (??/??/92)  294.047  (m)          964.72   (f) ADJ UNCH    2 0
 FD0998
 FD0998.Superseded values are not recommended for survey control.
 FD0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0998.See file dsdata.txt to determine how the superseded data were derived.
 FD0998
 FD0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE358106(NAD 83)
 FD0998_MARKER: DD = SURVEY DISK
 FD0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0998_STAMPING: LIBERTY 1962
 FD0998_MARK LOGO: TNHD  
 FD0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0998+STABILITY: SURFACE MOTION
 FD0998
 FD0998  HISTORY     - Date     Condition        Report By
 FD0998  HISTORY     - 1962     MONUMENTED       TNHD
 FD0998
 FD0998                          STATION DESCRIPTION
 FD0998
 FD0998'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0998'4 MI E FROM WAYNESBORO.
 FD0998'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD0998'HIGHWAY 64 FOR 3.8 MILES TO THE WAYNE COUNTY CEMETERY AND A
 FD0998'TRIANGLE INTERSECTION ON THE LEFT.  THE STATION MARK IS IN THE
 FD0998'WEST EDGE OF THE TRIANGLE INTERSECTION AND ACROSS A PAVED ROAD
 FD0998'FROM THE SOUTHEAST CORNER OF THE WAYNE COUNTY CEMETERY.  IT
 FD0998'IS 33 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD AND 63
 FD0998'FEET WEST OF THE CENTERLINE OF A PAVED ROAD.  THE STATION MARK
 FD0998'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0998'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2095 ***********************************************************************
 FB2095  DESIGNATION -  LIBERTY
 FB2095  PID         -  FB2095
 FB2095  STATE/COUNTY-  TN/KNOX
 FB2095  USGS QUAD   -  KNOXVILLE (1978)
 FB2095
 FB2095                         *CURRENT SURVEY CONTROL
 FB2095  ___________________________________________________________________
 FB2095* NAD 83(1995)-  35 57 40.50846(N)    083 57 54.68386(W)     ADJUSTED  
 FB2095* NAVD 88     -       277.354  (meters)     909.95   (feet)  ADJUSTED  
 FB2095  ___________________________________________________________________
 FB2095  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 FB2095  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2095  DYNAMIC HT  -         277.097 (meters)     909.11  (feet)  COMP
 FB2095  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FB2095
 FB2095  HORZ ORDER  -  SECOND
 FB2095  VERT ORDER  -  SECOND    CLASS 0
 FB2095
 FB2095.The horizontal coordinates were established by classical geodetic methods
 FB2095.and adjusted by the National Geodetic Survey in April 1999..
 FB2095
 FB2095.The orthometric height was determined by differential leveling
 FB2095.and adjusted by the National Geodetic Survey in June 1991..
 FB2095
 FB2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2095
 FB2095.The geoid height was determined by GEOID03.
 FB2095
 FB2095.The dynamic height is computed by dividing the NAVD 88
 FB2095.geopotential number by the normal gravity value computed on the
 FB2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2095.degrees latitude (g = 980.6199 gals.).
 FB2095
 FB2095.The modeled gravity was interpolated from observed gravity values.
 FB2095
 FB2095;                    North         East     Units Scale Factor Converg.
 FB2095;SPC TN       -   182,524.291   783,533.439   MT  0.99995086   +1 11 28.5
 FB2095;SPC TN       -   598,831.78  2,570,642.62   sFT  0.99995086   +1 11 28.5
 FB2095;UTM  17      - 3,983,716.375   232,586.457   MT  1.00048124   -1 44 32.3
 FB2095;UTM  16      - 3,983,909.663   773,693.995   MT  1.00052313   +1 46 59.7
 FB2095
 FB2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2095!SPC TN       -   0.99996129  x   0.99995086  =   0.99991215
 FB2095!UTM  17      -   0.99996129  x   1.00048124  =   1.00044251
 FB2095!UTM  16      -   0.99996129  x   1.00052313  =   1.00048440
 FB2095
 FB2095|---------------------------------------------------------------------|
 FB2095| PID    Reference Object                     Distance      Geod. Az  |
 FB2095|                                                           dddmmss.s |
 FB2095| FB2096 LIBERTY RM 1                         15.391 METERS 06718     |
 FB2095| FB2094 LIBERTY RM 2                         27.204 METERS 15250     |
 FB2095| FB2660 KNOXVILLE RADIO STA WIVK MAST       APPROX. 1.5 KM 2703501.7 |
 FB2095|---------------------------------------------------------------------|
 FB2095
 FB2095                          SUPERSEDED SURVEY CONTROL
 FB2095
 FB2095  NAD 83(1995)-  35 57 40.51594(N)    083 57 54.68165(W) AD(       ) 2
 FB2095  NAD 83(1986)-  35 57 40.52165(N)    083 57 54.67990(W) AD(       ) 2
 FB2095  NAD 27      -  35 57 40.22540(N)    083 57 55.01600(W) AD(       ) 2
 FB2095  NGVD 29 (??/??/92)  277.486  (m)          910.39   (f) ADJ UNCH    2 0
 FB2095
 FB2095.Superseded values are not recommended for survey control.
 FB2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2095.See file dsdata.txt to determine how the superseded data were derived.
 FB2095
 FB2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3258683716(NAD 83)
 FB2095_MARKER: DE = TRAVERSE STATION DISK
 FB2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2095_STAMPING: LIBERTY 1960
 FB2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2095+STABILITY: SURFACE MOTION
 FB2095
 FB2095  HISTORY     - Date     Condition        Report By
 FB2095  HISTORY     - 1960     MONUMENTED       CGS
 FB2095  HISTORY     - 1961     GOOD             NGS
 FB2095  HISTORY     - 1969     SEE DESCRIPTION  CGS
 FB2095  HISTORY     - 1981     GOOD             LOCSUR
 FB2095  HISTORY     - 1982     GOOD             LOCSUR
 FB2095
 FB2095                          STATION DESCRIPTION
 FB2095
 FB2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2095'THE STATION IS LOCATED ABOUT 3 MILES WEST OF THE DOWNTOWN SECTION OF
 FB2095'KNOXVILLE.
 FB2095'
 FB2095'THE STATION CAN BE REACHED AS DESCRIBED BELOW.
 FB2095'
 FB2095'STATION MARK IS 50 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 FB2095'MIDDLEBROOK PIKE AND LIBERTY STREET, 26 FEET NORTH OF THE NORTH
 FB2095'RAIL OF THE RAILROAD TRACKS AND 20 FEET SOUTH OF A POWERLINE POLE.
 FB2095'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST, SET FLUSH, AND
 FB2095'IS STAMPED LIBERTY 1960.
 FB2095'
 FB2095'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE CENTER OF MIDDLEBROOK
 FB2095'PIKE, 29 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS
 FB2095'AND 16 FEET SOUTH OF A POWERLINE POLE.  THE MARK IS A STANDARD DISK
 FB2095'SET IN A CONCRETE POST, SET FLUSH, AND IS STAMPED LIBERTY NO 1
 FB2095'1960.
 FB2095'
 FB2095'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FB2095'THE NORTHEAST CORNER OF THE STEPS LEADING TO A CHURCH.  THE
 FB2095'MARK IS SET FLUSH WITH THE STEP, AND IS STAMPED LIBERTY NO 2 1960.
 FB2095'
 FB2095'KNOXVILLE, RADIO STATION WIVK MAST WILL SERVE AS THE AZIMUTH MARK.
 FB2095'SEE DESCRIPTION THEREOF.
 FB2095'
 FB2095'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 FB2095
 FB2095                          STATION RECOVERY (1961)
 FB2095
 FB2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2095'IN KNOXVILLE.
 FB2095'THIS STATION IS 0.9 MILE EAST ALONG PAPERMILL ROAD FROM B.M. Q
 FB2095'234, AT THE INTERSECTION OF MIDDLEBROOK PIKE AND LIBERTY STREET.
 FB2095'THE STATION MARK IS 26 FT. NORTH OF THE NORTH RAIL OF THE
 FB2095'RAILROAD TRACKS, 50 FT. SOUTH OF THE CENTER OF THE INTERSECTION
 FB2095'OF MIDDLEBROOK PIKE AND LIBERTY STREET, AND 20 FT. SOUTH OF A
 FB2095'POWER LINE POLE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH
 FB2095'WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 FB2095
 FB2095                          STATION RECOVERY (1969)
 FB2095
 FB2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FB2095'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 FB2095'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER, THE
 FB2095'DIRECTION OF REFERENCE MARK NO. 1 WAS FOUND TO BE IN ERROR BY 02 MIN
 FB2095'38 SEC ALTHOUGH THE HORIZONTAL MEASURED DISTANCE TO THE MARK
 FB2095'FROM THE STATION CHECKED THE 1960 MEASUREMENT FLAT.  A NEW SURFACE
 FB2095'STATION MARK WAS ESTABLISHED IN ITS EXACT, ORIGINAL
 FB2095'HORIZONTAL POSITION AND THE STATION WAS OCCUPIED AND ALL HORIZONTAL
 FB2095'ANGLES OBSERVED. ALL MARKS AT THIS STATION WERE BENCH MARKS AND AN
 FB2095'ELEVATION WAS TRANSFERRED TO THE NEW STATION MARK FROM LIBERTY R.M. 1
 FB2095'1960.
 FB2095'
 FB2095'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FB2095'
 FB2095'THE STATION IS LOCATED ABOUT 3 MILES WEST OF DOWNTOWN KNOXVILLE NEAR
 FB2095'THE INTERSECTION OF MIDDLEBROOK PIKE AND LIBERTY STREET.  NO
 FB2095'STATION TO-REACH IS DEEMED NECESSARY, AS THESE TWO STREETS ARE MAIN
 FB2095'THOROUGHFARES.
 FB2095'
 FB2095'THE STATION IS IN A NARROW STRIP OF LAND BETWEEN THE LOUISVILLE AND
 FB2095'NASHVILLE RAILROAD TRACKS AND MIDDLEBROOK PIKE, 50 FEET
 FB2095'SOUTH-SOUTHEAST OF THE APPROXIMATE INTERSECTION OF MIDDLEBROOK PIKE
 FB2095'AND LIBERTY STREET, 49 FEET SOUTH OF THE APPROXIMATE CENTER OF MID-
 FB2095'DLEBROOK PIKE, 32 FEET EAST OF THE APPROXIMATE CENTER OF LIBERTY STREE
 FB2095'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 20 FEET SOUTH OF A
 FB2095'GUYED UTILITY POLE, AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST
 FB2095'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND,
 FB2095'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FB2095'LIBERTY 1960 1969.
 FB2095'
 FB2095'REFERENCE MARK NO. 1 IS IN THE SAME NARROW STRIP OF LAND AS THE
 FB2095'STATION MARK, 83 FEET EAST OF THE APPROXIMATE CENTER OF LIBERTY
 FB2095'STREET, 43 FEET SOUTH OF THE APPROXIMATE CENTER OF MIDDLEBROOK PIKE,
 FB2095'29.8 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 16.5
 FB2095'FEET SOUTH OF A GUYED TELEPHONE POLE, AND 0.7 OF A FOOT NORTH OF A
 FB2095'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FB2095'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FB2095'STAMPED LIBERTY NO 1 1960.
 FB2095'
 FB2095'REFERENCE MARK NO. 2 IS ACROSS THE RAILROAD TRACKS SOUTH-SOUTHEAST OF
 FB2095'THE STATION, 72 FEET EAST OF THE APPROXIMATE CENTER OF LIBERTY
 FB2095'STREET, 57 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 50
 FB2095'FEET EAST OF UTILITY POLE NO. S811 40A, 2.7 FEET NORTH-NORTHWEST OF
 FB2095'THE NORTHWEST CORNER OF A CHURCH BUILDING, 1.1 FEET WEST OF THE EAST
 FB2095'EDGE OF THE CONCRETE LANDING AT THE BOTTOM OF A FLIGHT OF
 FB2095'STEPS LEADING INTO A CHURCH BUILDING, AND 0.7 OF A FOOT SOUTH OF THE
 FB2095'NORTH EDGE OF THE CONCRETE LANDING.  IT IS A STANDARD DISK CEMENTED
 FB2095'IN A DRILL HOLE IN THE PORCH LANDING AT THE NORTH ENTRANCE INTO THE
 FB2095'HOUSE OF FAITH CHURCH AND THE DISK IS STAMPED LIBERTY NO 2 1960.
 FB2095'
 FB2095'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FB2095'REFERENCE MARK NO. 2 IS 99.09 FEET - (30.203) METERS.
 FB2095'
 FB2095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-IN WEST KNOXVILLE
 FB2095
 FB2095                          STATION RECOVERY (1981)
 FB2095
 FB2095'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 FB2095'RECOVERED IN GOOD CONDITION.
 FB2095
 FB2095                          STATION RECOVERY (1982)
 FB2095
 FB2095'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2095'LIBERTY 1960 1969 RECOVERED IN GOOD CONDITION.  RECOVERED AS
 FB2095'DESCRIBED.  (CITY BLOCK 23762).
 FB2095'
 FB2095'RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1466 ***********************************************************************
 GD1466  DESIGNATION -  LIBERTY
 GD1466  PID         -  GD1466
 GD1466  STATE/COUNTY-  TN/HENRY
 GD1466  USGS QUAD   -  PARIS LANDING (1981)
 GD1466
 GD1466                         *CURRENT SURVEY CONTROL
 GD1466  ___________________________________________________________________
 GD1466* NAD 83(1995)-  36 27 53.10286(N)    088 05 33.69572(W)     ADJUSTED  
 GD1466* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 GD1466  ___________________________________________________________________
 GD1466  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 GD1466  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GD1466
 GD1466  HORZ ORDER  -  SECOND
 GD1466
 GD1466.The horizontal coordinates were established by classical geodetic methods
 GD1466.and adjusted by the National Geodetic Survey in April 1999..
 GD1466
 GD1466.The orthometric height was scaled from a topographic map.
 GD1466
 GD1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1466
 GD1466.The geoid height was determined by GEOID03.
 GD1466
 GD1466;                    North         East     Units Scale Factor Converg.
 GD1466;SPC TN       -   238,489.803   412,440.991   MT  1.00000888   -1 13 30.5
 GD1466;SPC TN       -   782,445.30  1,353,150.15   sFT  1.00000888   -1 13 30.5
 GD1466;UTM  16      - 4,036,052.991   402,097.472   MT  0.99971809   -0 38 58.1
 GD1466
 GD1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1466!SPC TN       -   0.99997753  x   1.00000888  =   0.99998641
 GD1466!UTM  16      -   0.99997753  x   0.99971809  =   0.99969563
 GD1466
 GD1466|---------------------------------------------------------------------|
 GD1466| PID    Reference Object                     Distance      Geod. Az  |
 GD1466|                                                           dddmmss.s |
 GD1466| CG3695 LIBERTY RM 1                                       00214     |
 GD1466| GD1470 EAGLE                               APPROX. 9.4 KM 2061225.4 |
 GD1466| CG3697 LIBERTY RM 3                         59.035 METERS 25923     |
 GD1466| CG3696 LIBERTY RM 2                                       26223     |
 GD1466| CG3698 LIBERTY RM 4                         35.193 METERS 32412     |
 GD1466| CG3694 LIBERTY AZ MK                                      3573235.9 |
 GD1466|---------------------------------------------------------------------|
 GD1466
 GD1466                          SUPERSEDED SURVEY CONTROL
 GD1466
 GD1466  NAD 83(1995)-  36 27 53.10600(N)    088 05 33.69672(W) AD(       ) 2
 GD1466  NAD 83(1995)-  36 27 53.10787(N)    088 05 33.70306(W) AD(       ) 2
 GD1466  NAD 83(1986)-  36 27 53.11165(N)    088 05 33.69735(W) AD(       ) 2
 GD1466  NAD 27      -  36 27 52.91800(N)    088 05 33.57300(W) AD(       ) 2
 GD1466
 GD1466.Superseded values are not recommended for survey control.
 GD1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1466.See file dsdata.txt to determine how the superseded data were derived.
 GD1466
 GD1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0209736053(NAD 83)
 GD1466_MARKER: DS = TRIANGULATION STATION DISK
 GD1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1466_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1466
 GD1466  HISTORY     - Date     Condition        Report By
 GD1466  HISTORY     - 1934     MONUMENTED       CGS
 GD1466  HISTORY     - 1951     GOOD             CGS
 GD1466  HISTORY     - 1968     GOOD             CGS
 GD1466  HISTORY     - 1969     GOOD             CGS
 GD1466  HISTORY     - 1971     GOOD             TVA
 GD1466  HISTORY     - 1985     GOOD             USPSQD
 GD1466  HISTORY     - 20000121 GOOD             WOOLPT
 GD1466
 GD1466                          STATION DESCRIPTION
 GD1466
 GD1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1466'ABOUT 9-3/4 MILES NORTH-NORTHEAST OF ELKHORN AND ABOUT 2 MILES
 GD1466'NORTHWEST OF TENNESSEE RIVER BRIDGE ON ROUTE 76.  TO REACH FROM
 GD1466'COURTHOUSE IN PARIS, FOLLOW ROUTE 76 EAST 16.5 MILES, TURN LEFT
 GD1466'AROUND STANDARD OIL STATION 1.0 MILE WEST OF WEST END OF TENNESSEE
 GD1466'RIVER BRIDGE, GO 2.15 MILES TO CROSSROAD WHITE SCHOOL ON LEFT,
 GD1466'TURN RIGHT AND GO 1.0 MILE TO FIELD ON RIGHT AND TRIANGLE-BLAZED
 GD1466'TREE ON LEFT.  STATION IS ON HIGHEST PART OF CULTIVATED FIELD
 GD1466'BELONGING TO JOHN LEE, ABOUT 50 YARDS SOUTHEAST OF RIDGE ROAD, AND
 GD1466'ABOUT 50 YARDS SOUTHEAST OF BLAZED TREE.  SURFACE AND UNDERGROUND
 GD1466'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 GD1466'UPPER MARK PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE AND
 GD1466'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE
 GD1466'NO. 1 IS 12 FEET EAST OF CENTER OF ROAD AND 211.33 FEET
 GD1466'SLOPE DISTANCE FROM STATION N 02 DEG 14 MIN E.  NO. 2 IS 10
 GD1466'FEET EAST OF CENTER LINE OF ROAD AND 208.61 FEET SLOPE DISTANCE
 GD1466'FROM STATION S 82 DEG 23 MIN W.  AZIMUTH MARK IS ON WEST
 GD1466'SIDE OF ROAD, AT SHARP CURVE TO RIGHT, AND 0.2 MILE FROM STATION
 GD1466'N 02 DEG 27 MIN W.
 GD1466
 GD1466                          STATION RECOVERY (1951)
 GD1466
 GD1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (AS)
 GD1466'TO REACH FROM COURTHOUSE IN PARIS FOLLOW HIGHWAY 79 EAST 17 MILES TO
 GD1466'INTERSECTION OF TENN. HWY. 119.  GO 2 MILES NORTH ON HWY. 119 TO
 GD1466'INTERSECTION OF CYPRESS CREEK CABIN SITE ROAD, GO 1.0 MILE EAST ON
 GD1466'CABIN SITE ROAD.  STATION IS HIGHEST PART OF CULTIVATED FIELD, 150
 GD1466'FEET SOUTH OF CABIN SITE ROAD.  SURFACE AND UNDERGROUND MARKS ARE
 GD1466'STANDARD DISKS SET IN CONCRETE.  REFERENCE MARKS HAVE BEEN
 GD1466'DESTROYED.  AZIMUTH MARK GOOD.  AZIMUTH MARK IS 700 FEET NORTH OF
 GD1466'STATION AND 15 FEET WEST OF CABIN SITE ROAD CYPRESS CREEK CABIN
 GD1466'SITE.
 GD1466
 GD1466                          STATION RECOVERY (1968)
 GD1466
 GD1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1466'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GD1466'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE REPORTED DESTROYED
 GD1466'IN A 1951 RECOVERY NOTE.  THE CONCRETE MONUMENT FOR REFERENCE MARK
 GD1466'NO. 2 WAS FOUND IN A WILD PLUM THICKET AND THE DISK WAS REMOVED.
 GD1466'THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 1 WAS NOT FOUND,
 GD1466'AND IS THOUGHT TO BE COVERED BY FILL IN THE NEARBY ROAD.
 GD1466'
 GD1466'AT THE PRESENT TIME THERE IS CONSIDERABLE CLEARING AND GRADING BEING
 GD1466'DONE NEAR THE STATION SITE, AND NO NEW REFERENCE MARKS WILL BE
 GD1466'ESTABLISHED UNTIL SUCH TIME AS THIS WORK IS COMPLETED.  THE STATION
 GD1466'MARK AND THE AZIMUTH MARK ARE IN NO DANGER OF BEING DESTROYED BY
 GD1466'THIS WORK.
 GD1466'
 GD1466'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION FOR USE UNTIL SUCH TIME
 GD1466'AS THE NEW REFERENCE MARKS ARE ESTABLISHED, AT WHICH TIME A NEW ONE
 GD1466'WILL BE WRITTEN.
 GD1466'
 GD1466'THE STATION IS LOCATED NEAR THE SUMMIT OF A LOW HILL IN AN OLD
 GD1466'ABANDONED FIELD, ABOUT 10 MILES NORTH-NORTHEAST OF ELKHORN, 2 MILES
 GD1466'NORTH-NORTHWEST OF THE WEST END OF THE PARIS LANDING BRIDGE OVER
 GD1466'KENTUCKY LAKE ON THE TENNESSEE RIVER, AND 2 MILES NORTH OF THE
 GD1466'PARIS LANDING STATE PARK HEADQUARTERS.
 GD1466'
 GD1466'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD1466'STREET, HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND THE POST
 GD1466'OFFICE IN THE SOUTHEAST ANGLE, IN PARIS, GO EASTERLY ON STATE
 GD1466'ROUTES 54 AND 69 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 79
 GD1466'AND STATE ROUTE 76.  HERE KEEP LEFT AND GO NORTHEASTERLY ON U.S.
 GD1466'HIGHWAY 79 AND STATE ROUTE 76 FOR 6.2 MILES TO STATE ROUTE 140 ON
 GD1466'THE LEFT.  CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 79 AND STATE ROUTE
 GD1466'76 FOR 9.75 MILES TO THE JUNCTION WITH STATE ROUTE 119 AT THE
 GD1466'ENTRANCE INTO PARIS LANDING STATE PARK.  HERE TURN LEFT AND GO
 GD1466'NORTHWESTERLY ON STATE ROUTE 119 FOR 2.0 MILES TO CYPRESS CREEK
 GD1466'ACCESS ROAD ON THE RIGHT AT SIGNS, LAKE ACCESS CYPRESS CREEK 3 MILES,
 GD1466'ON THE LEFT AND SHAMROCK WATER EDGE RESORT, ON THE RIGHT.  HERE
 GD1466'TURN RIGHT ON CYPRESS CREEK ACCESS ROAD AND GO NORTHEASTERLY AND
 GD1466'EAST FOR 0.85 OF A MILE TO A POINT WHERE THE ROAD CURVES LEFT,
 GD1466'NORTH, AND THE STATION ON THE RIGHT ABOUT 40 YARDS AS DESCRIBED.
 GD1466'
 GD1466'THE STATION IS 135 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GD1466'CYPRESS CREEK ACCESS ROAD, 117 FEET SOUTH-SOUTHEAST OF A GUYED
 GD1466'POWERLINE POLE WHERE THE TRANSMISSION LINES CROSS OVER THE ROAD,
 GD1466'AND 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1466'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1466'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED LIBERTY 1934.
 GD1466'
 GD1466'THE AZIMUTH MARK IS ALONG THE WEST RIGHT-OF-WAY OF CYPRESS CREEK
 GD1466'ACCESS ROAD ABOUT 0.15 OF A MILE NORTH OF THE STATION, 31 FEET SOUTH
 GD1466'OF AN UNDERGROUND TELEPHONE CABLE MARKER POST, 28 FEET
 GD1466'SOUTH-SOUTHWEST OF A POWERLINE POLE, 23 FEET WEST OF THE APPROXIMATE
 GD1466'CENTER OF CYPRESS CREEK ACCESS ROAD, AND 0.8 OF A FOOT EAST OF A
 GD1466'METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 GD1466'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1466'PROJECTS 6 INCHES AND THE DISK IS STAMPED LIBERTY AZI 1934.
 GD1466'
 GD1466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 10 MILES
 GD1466'NNE OF ELKHORN.
 GD1466
 GD1466                          STATION RECOVERY (1969)
 GD1466
 GD1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1466'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GD1466'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE REPORTED DESTROYED
 GD1466'IN A 1951 RECOVERY NOTE.  THE CONCRETE MONUMENT FOR REFERENCE MARK
 GD1466'NO. 2 WAS FOUND IN A WILD PLUM THICKET AND THE DISK REMOVED.  THE
 GD1466'MONUMENT FOR REFERENCE MARK NO. 1 WAS NOT FOUND AND IS THOUGHT TO
 GD1466'BE COVERED BY FILL IN THE NEARBY ROAD.  TWO NEW REFERENCE MARKS NO. 3
 GD1466'AND NO. 4 WERE ESTABLISHED.  THE STATION WAS OCCUPIED AND THE
 GD1466'HORIZONTAL ANGLES BETWEEN THE AZIMUTH MARK AND THE NEWLY SET
 GD1466'REFERENCE MARKS OBSERVED.
 GD1466'
 GD1466'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1466'
 GD1466'THE STATION IS LOCATED NEAR THE SUMMIT OF A LOW HILL IN AN OLD
 GD1466'ABANDONED FIELD, ABOUT 10 MILES NORTH-NORTHEAST OF ELKHORN, 2 MILES
 GD1466'NORTH-NORTHWEST OF THE WEST END OF THE PARIS LANDING BRIDGE OVER
 GD1466'KENTUCKY LAKE ON THE TENNESSEE RIVER, AND 2 MILES NORTH OF THE
 GD1466'PARIS LANDING STATE PARK HEADQUARTERS.
 GD1466'
 GD1466'TO REACH THE STATION FROM THE INTERSECTION OF WOOD STREET AND MARKET
 GD1466'STREET, HENRY COUNTY COURTHOUSE IN THE NORTHEAST ANGLE AND THE POST
 GD1466'OFFICE IN THE SOUTHEAST ANGLE, IN PARIS, GO EASTERLY ON STATE
 GD1466'ROUTES 54 AND 69 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 79
 GD1466'AND STATE ROUTE 76.  HERE KEEP LEFT AND GO NORTHEASTERLY ON U.S.
 GD1466'HIGHWAY 79 AND STATE ROUTE 76 FOR 6.2 MILES TO STATE ROUTE 140 ON
 GD1466'THE LEFT.  CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 79 AND STATE ROUTE
 GD1466'76 FOR 9.75 MILES TO THE JUNCTION WITH STATE ROUTE 119 AT THE
 GD1466'ENTRANCE INTO PARIS LANDING STATE PARK.  HERE TURN LEFT AND GO
 GD1466'NORTHWESTERLY ON STATE ROUTE 119 FOR 2.0 MILES TO CYPRESS CREEK
 GD1466'ACCESS ROAD ON THE RIGHT AT SIGNS, LAKE ACCESS CYPRESS CREEK 3
 GD1466'MILES, ON THE LEFT AND SHAMROCK WATER EDGE RESORT, ON THE RIGHT.
 GD1466'HERE TURN RIGHT ON CYPRESS CREEK ACCESS ROAD AND GO NORTHEASTERLY
 GD1466'AND EAST FOR 0.85 OF A MILE TO A POINT WHERE THE ROAD CURVES
 GD1466'SHARP LEFT, NORTH, AND THE STATION ON THE RIGHT ABOUT 40 YARDS AS
 GD1466'DESCRIBED.
 GD1466'
 GD1466'THE STATION IS 135 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GD1466'CYPRESS CREEK ACCESS ROAD, 117 FEET SOUTH-SOUTHEAST OF A GUYED
 GD1466'POWERLINE POLE WHERE THE TRANSMISSION LINES CROSS OVER THE ROAD, AND
 GD1466'0.8 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1466'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1466'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED LIBERTY 1934.
 GD1466'
 GD1466'REFERENCE MARK NO. 3 IS ON THE WEST SLOPE OF THE HILL, 178 FEET
 GD1466'SOUTHWEST OF THE GUYED POWERLINE POLE NEAR RM NO. 4, 32 FEET
 GD1466'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF CYPRESS CREEK ACCESS
 GD1466'ROAD, AND 0.8 OF A FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST
 GD1466'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GD1466'ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 GD1466'STAMPED LIBERTY 1934 NO 3 1969.
 GD1466'
 GD1466'REFERENCE MARK NO. 4 IS ON THE NORTHWEST SLOPE OF THE HILL, 24 FEET
 GD1466'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF CYPRESS CREEK ACCESS
 GD1466'ROAD, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, 1.5 FEET
 GD1466'SOUTH-SOUTHEAST OF A GUYED POWERLINE POLE, AND 1.0 FOOT WEST OF A
 GD1466'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1466'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 GD1466'AND THE DISK IS STAMPED LIBERTY 1934 NO 4 1969.
 GD1466'
 GD1466'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GD1466'REFERENCE MARK NO. 4 IS 178.41 FEET - 54.379 METERS.
 GD1466'
 GD1466'THE AZIMUTH MARK IS ALONG THE WEST RIGHT-OF-WAY OF CYPRESS CREEK
 GD1466'ACCESS ROAD ABOUT 0.15 OF A MILE NORTH OF THE STATION, 31 FEET SOUTH
 GD1466'OF AN UNDERGROUND TELEPHONE CABLE MARKER POST, 28 FEET
 GD1466'SOUTH-SOUTHWEST OF A POWERLINE POLE, 23 FEET WEST OF THE APPROXIMATE
 GD1466'CENTER OF CYPRESS CREEK ACCESS ROAD, AND 0.8 OF A FOOT EAST OF A
 GD1466'METAL WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 GD1466'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 GD1466'PROJECTS 6 INCHES AND THE DISK IS STAMPED LIBERTY AZI 1934.
 GD1466'
 GD1466'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON CYPRESS
 GD1466'CREEK ACCESS ROAD FOR 0.15 OF A MILE TO THE MARK ON THE LEFT AS
 GD1466'DESCRIBED.
 GD1466'
 GD1466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 10 MILES NNE
 GD1466'OF ELKHORN.
 GD1466
 GD1466                          STATION RECOVERY (1971)
 GD1466
 GD1466'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971 (ETC)
 GD1466'LIBERTY STATION MARK RECOVERED IN GOOD CONDITION.
 GD1466'
 GD1466'LIBERTY 1934 FOUND STAMPED ON THE POINT.
 GD1466'
 GD1466'IN 1969 NEW REF. MK. 3 AND 4 WERE SET BY C. AND G. S.-FOR NEW
 GD1466'DESCRIPTIONS OF THESE PTS. CONTACT C. AND G. S.
 GD1466'
 GD1466'LIBERTY AZ. MK. IS IN GOOD CONDITION.-DESCRIPTION AS IN BULLETIN.
 GD1466'
 GD1466'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.0 MI. N. OF PARIS LANDING
 GD1466'STATE PARK.
 GD1466
 GD1466                          STATION RECOVERY (1985)
 GD1466
 GD1466'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD1466'RECOVERED IN GOOD CONDITION.
 GD1466
 GD1466                          STATION RECOVERY (2000)
 GD1466
 GD1466'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 GD1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1578 ***********************************************************************
 FD1578  DESIGNATION -  LIBERTY
 FD1578  PID         -  FD1578
 FD1578  STATE/COUNTY-  TN/WAYNE
 FD1578  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1578
 FD1578                         *CURRENT SURVEY CONTROL
 FD1578  ___________________________________________________________________
 FD1578* NAD 83(1995)-  35 20 12.24043(N)    087 42 22.17923(W)     ADJUSTED  
 FD1578* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 FD1578  ___________________________________________________________________
 FD1578  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FD1578  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD1578
 FD1578  HORZ ORDER  -  SECOND
 FD1578
 FD1578.The horizontal coordinates were established by classical geodetic methods
 FD1578.and adjusted by the National Geodetic Survey in April 1999..
 FD1578
 FD1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1578
 FD1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1578
 FD1578.The geoid height was determined by GEOID03.
 FD1578
 FD1578;                    North         East     Units Scale Factor Converg.
 FD1578;SPC TN       -   112,679.199   444,898.507   MT  0.99998583   -0 59 55.9
 FD1578;SPC TN       -   369,681.67  1,459,637.85   sFT  0.99998583   -0 59 55.9
 FD1578;UTM  16      - 3,910,615.300   435,826.204   MT  0.99965075   -0 24 30.4
 FD1578
 FD1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1578!SPC TN       -   0.99995813  x   0.99998583  =   0.99994397
 FD1578!UTM  16      -   0.99995813  x   0.99965075  =   0.99960890
 FD1578
 FD1578|---------------------------------------------------------------------|
 FD1578| PID    Reference Object                     Distance      Geod. Az  |
 FD1578|                                                           dddmmss.s |
 FD1578| FD1000 LIBERTY RM 1                         45.486 METERS 02934     |
 FD1578| FD1577 LEE                                 APPROX. 6.4 KM 0945551.3 |
 FD1578| FD1581 LIBERTY 2                            15.319 METERS 13239     |
 FD1578| CG6776 LIBERTY 2 RM 4                                     14056     |
 FD1578| CG6775 LIBERTY RM 3                         20.184 METERS 17938     |
 FD1578| FD0997 LIBERTY RM 2                         34.074 METERS 23549     |
 FD1578| FD0996 LIBERTY AZ MK                                      2510404.6 |
 FD1578|---------------------------------------------------------------------|
 FD1578
 FD1578                          SUPERSEDED SURVEY CONTROL
 FD1578
 FD1578  NAD 83(1995)-  35 20 12.24479(N)    087 42 22.18105(W) AD(       ) 2
 FD1578  NAD 83(1995)-  35 20 12.24477(N)    087 42 22.18100(W) AD(       ) 2
 FD1578  NAD 83(1995)-  35 20 12.24583(N)    087 42 22.18053(W) AD(       ) 2
 FD1578  NAD 83(1986)-  35 20 12.25050(N)    087 42 22.17950(W) AD(       ) 2
 FD1578  NAD 27      -  35 20 11.97150(N)    087 42 22.09550(W) AD(       ) 2
 FD1578  NGVD 29 (07/19/86)  294.6    (m)          967.     (f) VERT ANG       
 FD1578
 FD1578.Superseded values are not recommended for survey control.
 FD1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1578.See file dsdata.txt to determine how the superseded data were derived.
 FD1578
 FD1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3582610615(NAD 83)
 FD1578_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FD1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1578_STAMPING: LIBERTY 1962
 FD1578_MARK LOGO: TNHD  
 FD1578_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1578
 FD1578  HISTORY     - Date     Condition        Report By
 FD1578  HISTORY     - 1962     MONUMENTED       TNHD
 FD1578  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FD1578  HISTORY     - 1979     GOOD             NGS
 FD1578
 FD1578                          STATION DESCRIPTION
 FD1578
 FD1578'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1578'THE STATION IS LOCATED ABOUT 4 MILES EAST OF WAYNESBORO.
 FD1578'
 FD1578'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD1578'GO 3.8 MILES EAST ON U S
 FD1578'HIGHWAY 64 TO THE WAYNE COUNTY CEMETERY AND A
 FD1578'TRIANGLE INTERSECTION ON THE LEFT
 FD1578'AND THE MARK.
 FD1578'
 FD1578'THE STATION IS IN THE WEST EDGE OF THE TRIANGLE INTERSECTION AND
 FD1578'ACROSS A PAVED ROAD FROM THE
 FD1578'SOUTHEAST CORNER OF THE WAYNE COUNTY CEMETERY.  IT IS
 FD1578'33 FEET SOUTHEAST OF THE
 FD1578'APPROXIMATE CENTER OF A PAVED ROAD AND 63
 FD1578'FEET WEST OF THE APPROXIMATE CENTER OF A
 FD1578'PAVED ROAD.  SURFACE AND
 FD1578'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1578'DISKS STAMPED
 FD1578'LIBERTY 1962.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW
 FD1578'THE SURFACE.  THE SURFACE
 FD1578'MARK DISK IS SET IN A 10-INCH, SQUARE,
 FD1578'FLUSH, CONCRETE MONUMENT.
 FD1578'
 FD1578'REFERENCE MARK NO 1 IS 23 FEET EAST OF THE APPROXIMATE CENTER OF A
 FD1578'PAVED ROAD, 28 FEET NORTH
 FD1578'OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 31
 FD1578'FEET NORTHWEST OF A 12-INCH
 FD1578'CHESTNUT OAK TREE, AND 39 FEET SOUTHWEST
 FD1578'OF A UTILITY POLE.  THE MARK IS A STANDARD
 FD1578'TENNESSEE HIGHWAY
 FD1578'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT
 FD1578'THAT PROJECTS
 FD1578'3 INCHES AND THE DISK IS STAMPED LIBERTY RM 1 1962.
 FD1578'
 FD1578'REFERENCE MARK NO 2 IS 25 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1578'A PAVED ROAD AND 70 FEET
 FD1578'NORTH OF THE APPROXIMATE CENTER OF U S HIGHWAY 64.
 FD1578'THE MARK IS A STANDARD TENNESSEE
 FD1578'HIGHWAY DEPARTMENT DISK SET IN A
 FD1578'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FD1578'INCHES AND THE
 FD1578'DISK IS STAMPED LIBERTY RM 2 1962.
 FD1578'
 FD1578'THE AZIMUTH MARK IS 42 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 FD1578'HIGHWAY 64, 4.6 FEET
 FD1578'NORTHEAST OF A UTILITY POLE AND 2.2 FEET SOUTH OF A WITNESS
 FD1578'POST.  THE MARK IS A
 FD1578'STANDARD TENNESSEE HIGHWAY DEPARTMENT REFERENCE
 FD1578'MARK DISK SET IN A 10-INCH, SQUARE,
 FD1578'CONCRETE MONUMENT THAT PROJECTS 3
 FD1578'INCHES AND THE DISK IS STAMPED LIBERTY AZI 1962.
 FD1578'
 FD1578'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.3 MILE WEST ON U S
 FD1578'HIGHWAY 64 TO THE MARK ON  THE RIGHT.
 FD1578'
 FD1578'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD1578'
 FD1578'HEIGHT OF LIGHT ABOVE STATION MARK 30.53 METERS.
 FD1578
 FD1578                          STATION RECOVERY (1968)
 FD1578
 FD1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FD1578'THE AZIMUTH MARK AND REFERENCE MARK NO 1 WERE RECOVERED.  THE ENTIRE
 FD1578'STATION AND
 FD1578'REFERENCE MARK NO 2 WERE COMPLETELY DESTROYED BY HIGHWAY
 FD1578'CONSTRUCTION.  IN
 FD1578'RE-ESTABLISHING THE STATION, NUMEROUS SLOPE
 FD1578'MEASUREMENTS WERE MADE AND
 FD1578'HORIZONTAL DISTANCES COMPUTED AND THE
 FD1578'INSTRUMENT MOVED UNTIL BOTH A HORIZONTAL
 FD1578'ANGLE BETWEEN THE AZIMUTH
 FD1578'AND THE REFERENCE MARK NO 1, AND A HORIZONATL DISTANCE WERE
 FD1578'ATTAINED THAT
 FD1578'WOULD SATISFY BOTH THE ANGLE AND DISTANCE AS OBSERVED IN 1962.
 FD1578'THIS POINT WAS THEN
 FD1578'HELD FIXED BY ERECTING A FIRM PLUMBING BENCH AND
 FD1578'RECORDING THE DIFFERENCE IN ELEVATION
 FD1578'BETWEEN THIS BENCH AND THE
 FD1578'POINT ON THE GROUND HELD FIXED.  A COMPLETE STATION
 FD1578'CONSISTING OF THE
 FD1578'UNDERGROUND AND THE SURFACE MARKS WERE THEN ESTABLISHED AND ONE NEW
 FD1578'REFERENCE MARK NO
 FD1578'3 WAS SET.  THIS NEW STATION WAS THEN OCCUPIED AND
 FD1578'ALL HORIZONTAL ANGLES WERE OBSERVED,
 FD1578'WITH A RESULT OF 00 DEG 00 MIN
 FD1578'03.7 SEC DIFFERENCE IN THE 1962 OBSERVED ANGLE BETWEEN THE AZIMUTH
 FD1578'MARK AND REFERENCE MARK NO 1.  THE SLOPE DISTANCE WAS AGAIN MEASURED
 FD1578'BETWEEN REFERENCE
 FD1578'MARK NO 1 AND THE STATION AND THE HORIZONTAL
 FD1578'DISTANCE COMPUTED, AND CHECKED THE
 FD1578'1962 MEASUREMENT FLAT.  THE
 FD1578'RE-ESTABLISHED STATION SHOULD NOW OCCUPY ITS EXACT
 FD1578'ORIGINAL
 FD1578'HORIZONTAL POSITION.  ALL MARKS AT THIS STATION WERE BENCH MARKS AND
 FD1578'ELEVATIONS WERE
 FD1578'TRANSFERRED FROM REFERENCE MARK NO 1 TO THE NEWLY
 FD1578'ESTABLISHED MARKS.
 FD1578'
 FD1578'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1578'
 FD1578'THE STATION IS LOCATED IN TRIANGULAR SHAPED AREA FORMED BY U S
 FD1578'HIGHWAY 64 AND TWO
 FD1578'PAVED ROADS LEADING OFF OF THIS HIGHWAY TO THE
 FD1578'NATURAL BRIDGE AND ICE CAVE ROAD,
 FD1578'ABOUT 3.7 MILES EAST OF DOWNTOWN
 FD1578'WAYNESBORO, AND JUST EAST OF THE WAYNE COUNTY CEMETERY.
 FD1578'
 FD1578'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE WAYNE COUNTY
 FD1578'COURTHOUSE SQUARE
 FD1578'IN WAYNESBORO, GO EASTERLY ON U S HIGHWAY 64 FOR
 FD1578'3.45 MILES TO A PAVED ROAD LEFT AND
 FD1578'THE AZIMUTH MARK ON THE LEFT IN
 FD1578'THE NORTHWEST ANGLE.  CONTINUE EASTERLY
 FD1578'ON U S HIGHWAY
 FD1578'64 FOR 0.25 OF A MILE TO A TRIANGLE FORMED BY U S HIGHWAY 64 AND TWO
 FD1578'PAVED ROADS
 FD1578'LEADING TO NATURAL BRIDGE AND ICE CAVE ROAD AND THE STATION.
 FD1578'
 FD1578'THE STATION IS 129 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 FD1578'HIGHWAY 64, 65
 FD1578'FEET SOUTH OF THE POINT OF INTERSECTION OF THE NATURAL
 FD1578'BRIDGE ACCESS ROADS, 64 FEET
 FD1578'NORTHWEST OF A GUY POLE, 58 FEET WEST OF
 FD1578'THE APPROXIMATE CENTER OF THE EAST ACCESS ROAD,
 FD1578'33 FEET EAST OF THE
 FD1578'APPROXIMATE CENTER OF THE WEST ACCESS ROAD, AND 1.1 FEET SOUTH OF
 FD1578'A METAL WITNESS
 FD1578'POST AND SIGN.  IT IS A STANDARD C AND GS TRAVERSE STATION
 FD1578'DISK SET IN THE TOP OF AN
 FD1578'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT
 FD1578'AND THE DISK IS STAMPED LIBERTY 1962 1968.
 FD1578'
 FD1578'REFERENCE MARK NO 1 IS ALONG THE EAST RIGHT-OF-WAY OF THE NATURAL
 FD1578'BRIDGE AND ICE
 FD1578'CAVE ROAD AND ABOUT 8 FEET ABOVE THE ELEVATION OF THE
 FD1578'STATION.  IT IS 38 FEET
 FD1578'SOUTH-SOUTHWEST OF POWERLINE TRANSFORMER POLE
 FD1578'NO 8422, 31 FEET WEST-NORTHWEST OF AN
 FD1578'18-INCH CHESTNUT OAK TREE, 28
 FD1578'FEET EAST OF THE APPROXIMATE CENTER OF THE NATURAL
 FD1578'BRIDGE ROAD, 28
 FD1578'FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, AND 0.9
 FD1578'OF A FOOT WEST OF
 FD1578'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FD1578'TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1578'SET IN THE TOP OF A 10-INCH,
 FD1578'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1578'STAMPED LIBERTY RM 1 1962.
 FD1578'
 FD1578'REFERENCE MARK NO 3 IS 82 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 FD1578'CENTER OF THE EAST
 FD1578'ACCESS OF NATURAL BRIDGE ROAK, 81 FEET
 FD1578'EAST-SOUTHEAST OF THE APPROXIMATE
 FD1578'CENTER OF THE WEST ACCESS OF
 FD1578'NATURAL BRIDGE ROAD, 61 FEET WEST OF A UTILITY POLE,
 FD1578'23 FEET WEST OF A
 FD1578'GUY POLE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 FD1578'IS A STANDARD C AND GS
 FD1578'REFERENCE MARK DISK SET IN THE TOP OF AN 11-INCH,
 FD1578'ROUND, FLUSH, CONCRETE MONUMENT AND
 FD1578'THE DISK IS STAMPED LIBERTY 1962 NO 3 1968.
 FD1578'
 FD1578'DUE TO THE HEAVY EQUIPMENT ON LINE, IT WAS NOT POSSIBLE TO MEASURE
 FD1578'BETWEEN THE REFERENCE MARK.
 FD1578'
 FD1578'THE AZIMUTH MARK IS 120 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FD1578'INTERSECTION OF U
 FD1578'S HIGHWAY 64 AND A PAVED T ROAD NORTH, 42 FEET
 FD1578'NORTH OF THE APPROXIMATE CENTER OF U
 FD1578'S HIGHWAY 64, 4.6 FEET NORTHEAST
 FD1578'OF A UTILITY POLE, 2.2 FEET SOUTH OF A METAL WITNESS POST AND SIGN,
 FD1578'AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD
 FD1578'TENNESSEE HIGHWAY
 FD1578'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH,
 FD1578'SQUARE, CONCRETE MONUMENT THAT
 FD1578'PROJECTS 3 INCHES AND THE DISK IS
 FD1578'STAMPED LIBERTY AZI 1962.
 FD1578
 FD1578                          STATION RECOVERY (1979)
 FD1578
 FD1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FD1578'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE FOUND IN GOOD
 FD1578'CONDITION.  THE AZIMUTH MARK WAS FOUND UPROOTED AND IN A DITCH
 FD1578'LINE.  THE LINE OF SIGHT TO REFERENCE MARK 3 WAS OBSTRUCTED BY PARKED
 FD1578'VEHICLES.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  THE STATION
 FD1578'MARK IS IN THE WAY OF ROAD WORK AND A NEW STATION---LIBERTY THD 2
 FD1578'1979---WAS ESTABLISHED.  REFERENCE MARK 3 WAS DESTROYED BUT
 FD1578'REFERENCE MARK 1 WAS LEFT INTACT AND USED WITH THE NEW STATION.  THE
 FD1578'STATION MARK WAS LEFT INTACT BUT DISK WILL BE SALVAGED BY THE RESIDENT
 FD1578'ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2439 ***********************************************************************
 GB2439  DESIGNATION -  LIBERTY
 GB2439  PID         -  GB2439
 GB2439  STATE/COUNTY-  TN/JACKSON
 GB2439  USGS QUAD   -  GRANVILLE (1981)
 GB2439
 GB2439                         *CURRENT SURVEY CONTROL
 GB2439  ___________________________________________________________________
 GB2439* NAD 83(1995)-  36 17 51.69786(N)    085 46 16.01615(W)     ADJUSTED  
 GB2439* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2439  ___________________________________________________________________
 GB2439  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GB2439  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 GB2439
 GB2439  HORZ ORDER  -  SECOND
 GB2439
 GB2439.The horizontal coordinates were established by classical geodetic methods
 GB2439.and adjusted by the National Geodetic Survey in April 1999..
 GB2439
 GB2439.The orthometric height was scaled from a topographic map.
 GB2439
 GB2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2439
 GB2439.The geoid height was determined by GEOID03.
 GB2439
 GB2439;                    North         East     Units Scale Factor Converg.
 GB2439;SPC TN       -   217,970.948   620,558.814   MT  0.99998106   +0 08 02.4
 GB2439;SPC TN       -   715,126.35  2,035,950.04   sFT  0.99998106   +0 08 02.4
 GB2439;UTM  16      - 4,017,668.430   610,341.226   MT  0.99975001   +0 43 39.2
 GB2439
 GB2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2439!SPC TN       -   0.99995543  x   0.99998106  =   0.99993649
 GB2439!UTM  16      -   0.99995543  x   0.99975001  =   0.99970545
 GB2439
 GB2439|---------------------------------------------------------------------|
 GB2439| PID    Reference Object                     Distance      Geod. Az  |
 GB2439|                                                           dddmmss.s |
 GB2439| AI6277 LIBERTY RM 1                         25.829 METERS 00859     |
 GB2439| AI6275 LIBERTY AZ MK                                      0862725.2 |
 GB2439| CG6773 LIBERTY RM 2                         23.226 METERS 26125     |
 GB2439| GB2442 KIRBY                               APPROX.20.7 KM 3273157.6 |
 GB2439|---------------------------------------------------------------------|
 GB2439
 GB2439                          SUPERSEDED SURVEY CONTROL
 GB2439
 GB2439  NAD 83(1995)-  36 17 51.70021(N)    085 46 16.01870(W) AD(       ) 2
 GB2439  NAD 83(1995)-  36 17 51.70297(N)    085 46 16.02052(W) AD(       ) 2
 GB2439  NAD 83(1986)-  36 17 51.70877(N)    085 46 16.01773(W) AD(       ) 2
 GB2439  NAD 27      -  36 17 51.49500(N)    085 46 16.08000(W) AD(       ) 2
 GB2439
 GB2439.Superseded values are not recommended for survey control.
 GB2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2439.See file dsdata.txt to determine how the superseded data were derived.
 GB2439
 GB2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1034117668(NAD 83)
 GB2439_MARKER: DS = TRIANGULATION STATION DISK
 GB2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2439
 GB2439  HISTORY     - Date     Condition        Report By
 GB2439  HISTORY     - 1950     MONUMENTED       CGS
 GB2439
 GB2439                          STATION DESCRIPTION
 GB2439
 GB2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2439'STATION IS LOCATED ON A HIGH RIDGE, ABOUT 7 MILES SOUTHWEST OF
 GB2439'GAINESBORO AND ABOUT 8 MILES NORTHEAST OF CHESTNUT MOUND AND ON LAND
 GB2439'OWNED BY HUGH CARTER. IT IS 27 FEET NORTH OF A FENCELINE, 16 FEET
 GB2439'NORTH OF THE CENTER OF THE ROAD, 16 FEET WEST OF THE FENCELINE AND
 GB2439'5 FEET NORTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6
 GB2439'INCHES AND THE DISK IS STAMPED LIBERTY 1950.
 GB2439'
 GB2439'REFERENCE MARK NO. 1 IS ONE FOOT WEST OF THE FENCELINE. THE MARK
 GB2439'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LIBERTY NO 1 1950.
 GB2439'
 GB2439'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF A FENCELINE AND 17 FEET
 GB2439'NORTH OF THE CENTER OF THE ROAD. THE MARK PROJECTS ABOUT 6
 GB2439'INCHES AND THE DISK IS STAMPED LIBERTY NO 2 1950.
 GB2439'
 GB2439'AZIMUTH MARK IS 17 FEET NORTH OF A FENCELINE, 10 FEET NORTH OF THE
 GB2439'CENTER OF THE ROAD AND 3 FEET NORTH OF A WHITE WITNESS
 GB2439'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GB2439'LIBERTY 1950.
 GB2439'
 GB2439'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70N AND STATE
 GB2439'HIGHWAY 53 IN CHESTNUT MOUND, GO NORTHEAST ON HIGHWAY 53 FOR
 GB2439'7.0 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 1.25 MILES TO A REVERSE
 GB2439'FORK LEFT, TURN SHARP LEFT AND GO UP STEEP GRADE FOR 0.4 MILE TO A
 GB2439'FORK, KEEP LEFT FORK UP HILL FOR 0.4 MILE TO THE TOP OF HILL AND
 GB2439'STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION GO
 GB2439'EAST ON ROAD FOR 0.15 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 GB2439'
 GB2439'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1581 ***********************************************************************
 FD1581  DESIGNATION -  LIBERTY 2
 FD1581  PID         -  FD1581
 FD1581  STATE/COUNTY-  TN/WAYNE
 FD1581  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1581
 FD1581                         *CURRENT SURVEY CONTROL
 FD1581  ___________________________________________________________________
 FD1581* NAD 83(1995)-  35 20 11.90365(N)    087 42 21.73305(W)     ADJUSTED  
 FD1581* NAVD 88     -       293.9    (meters)     964.     (feet)  VERTCON   
 FD1581  ___________________________________________________________________
 FD1581  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FD1581  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD1581
 FD1581  HORZ ORDER  -  THIRD
 FD1581
 FD1581.The horizontal coordinates were established by classical geodetic methods
 FD1581.and adjusted by the National Geodetic Survey in April 1999..
 FD1581.No horizontal observational check was made to the station.
 FD1581
 FD1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1581
 FD1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1581
 FD1581.The geoid height was determined by GEOID03.
 FD1581
 FD1581;                    North         East     Units Scale Factor Converg.
 FD1581;SPC TN       -   112,668.626   444,909.592   MT  0.99998584   -0 59 55.6
 FD1581;SPC TN       -   369,646.98  1,459,674.22   sFT  0.99998584   -0 59 55.6
 FD1581;UTM  16      - 3,910,604.844   435,837.393   MT  0.99965073   -0 24 30.1
 FD1581
 FD1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1581!SPC TN       -   0.99995824  x   0.99998584  =   0.99994408
 FD1581!UTM  16      -   0.99995824  x   0.99965073  =   0.99960899
 FD1581
 FD1581|---------------------------------------------------------------------|
 FD1581| PID    Reference Object                     Distance      Geod. Az  |
 FD1581|                                                           dddmmss.s |
 FD1581| FD1000 LIBERTY RM 1                         51.176 METERS 01237     |
 FD1581| CG6776 LIBERTY 2 RM 4                                     15909     |
 FD1581| FD1578 LIBERTY                              15.319 METERS 31239     |
 FD1581|---------------------------------------------------------------------|
 FD1581
 FD1581                          SUPERSEDED SURVEY CONTROL
 FD1581
 FD1581  NAD 83(1995)-  35 20 11.90801(N)    087 42 21.73487(W) AD(       ) 3
 FD1581  NAD 83(1995)-  35 20 11.90799(N)    087 42 21.73482(W) AD(       ) 3
 FD1581  NAD 83(1995)-  35 20 11.90905(N)    087 42 21.73435(W) AD(       ) 3
 FD1581  NAD 83(1986)-  35 20 11.91374(N)    087 42 21.73333(W) AD(       ) 3
 FD1581  NAD 27      -  35 20 11.63593(N)    087 42 21.65137(W) AD(       ) 3
 FD1581  NGVD 29 (07/19/86)  293.9    (m)          964.     (f) VERT ANG       
 FD1581
 FD1581.Superseded values are not recommended for survey control.
 FD1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1581.See file dsdata.txt to determine how the superseded data were derived.
 FD1581
 FD1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3583710605(NAD 83)
 FD1581_MARKER: DS = TRIANGULATION STATION DISK
 FD1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1581_MARK LOGO: NGS   
 FD1581_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1581+STABILITY: SURFACE MOTION
 FD1581
 FD1581  HISTORY     - Date     Condition        Report By
 FD1581  HISTORY     - 1979     MONUMENTED       NGS
 FD1581
 FD1581                          STATION DESCRIPTION
 FD1581
 FD1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FD1581'THE STATION IS LOCATED ABOUT 4 MILES EAST OF WAYNESBORO, AT THE
 FD1581'INTERSECTION OF NATURAL BRIDGE ROAD AND OLD U.S. HIGHWAY 64, NEAR THE
 FD1581'WAYNE MEMORIAL CEMETERY, ON ROAD RIGHT OF WAY, 24 FEET NORTHWEST
 FD1581'OF A POWER POLE, 93 FEET NORTH OF CENTERLINE OF OLD U.S. HIGHWAY
 FD1581'64 AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 FD1581'AND THE DISK IS STAMPED---LIBERTY THD 2 1979---.
 FD1581'
 FD1581'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 1
 FD1581'FOOT WEST OF A METAL WITNESS POST, 39 FEET SOUTHWEST OF A POWER POLE,
 FD1581'AND 23 FEET EAST OF THE CENTERLINE OF NATURAL BRIDGE ROAD.  A
 FD1581'STANDARD THD DISK STAMPED---LIBERTY RM-1 1962---SET IN THE TOP OF A
 FD1581'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FD1581'
 FD1581'REFERENCE MARK 4 IS A STANDARD PRECAST ALUMINUM MONUMENT WITH
 FD1581'MAGNETS, STAMPED---LIBERTY THD 2 NO 4 1979---PROJECTING 3 INCHES, 71
 FD1581'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF A
 FD1581'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0996 ***********************************************************************
 FD0996  DESIGNATION -  LIBERTY AZ MK
 FD0996  PID         -  FD0996
 FD0996  STATE/COUNTY-  TN/WAYNE
 FD0996  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0996
 FD0996                         *CURRENT SURVEY CONTROL
 FD0996  ___________________________________________________________________
 FD0996* NAD 83(1986)-  35 20 09.     (N)    087 42 32.     (W)     SCALED    
 FD0996* NAVD 88     -       278.619  (meters)     914.10   (feet)  ADJUSTED  
 FD0996  ___________________________________________________________________
 FD0996  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0996  DYNAMIC HT  -         278.354 (meters)     913.23  (feet)  COMP
 FD0996  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 FD0996
 FD0996  VERT ORDER  -  SECOND    CLASS 0
 FD0996
 FD0996.The horizontal coordinates were scaled from a topographic map and have
 FD0996.an estimated accuracy of +/- 6 seconds.
 FD0996
 FD0996.The orthometric height was determined by differential leveling
 FD0996.and adjusted by the National Geodetic Survey in June 1991..
 FD0996
 FD0996.The geoid height was determined by GEOID03.
 FD0996
 FD0996.The dynamic height is computed by dividing the NAVD 88
 FD0996.geopotential number by the normal gravity value computed on the
 FD0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0996.degrees latitude (g = 980.6199 gals.).
 FD0996
 FD0996.The modeled gravity was interpolated from observed gravity values.
 FD0996
 FD0996;                    North         East    Units  Estimated Accuracy
 FD0996;SPC TN       -   112,580.      444,650.      MT  (+/- 180 meters Scaled)
 FD0996
 FD0996                          SUPERSEDED SURVEY CONTROL
 FD0996
 FD0996  NGVD 29 (??/??/92)  278.583  (m)          913.98   (f) ADJ UNCH    2 0
 FD0996
 FD0996.Superseded values are not recommended for survey control.
 FD0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0996.See file dsdata.txt to determine how the superseded data were derived.
 FD0996
 FD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE355105(NAD 83)
 FD0996_MARKER: DD = SURVEY DISK
 FD0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0996_STAMPING: LIBERTY AZI 1962
 FD0996_MARK LOGO: TNHD  
 FD0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0996+STABILITY: SURFACE MOTION
 FD0996
 FD0996  HISTORY     - Date     Condition        Report By
 FD0996  HISTORY     - 1962     MONUMENTED       TNHD
 FD0996
 FD0996                          STATION DESCRIPTION
 FD0996
 FD0996'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0996'4 MI E FROM WAYNESBORO.
 FD0996'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD0996'HIGHWAY 64 FOR 3.5 MILES TO THE MARK ON THE LEFT.  THE AZIMUTH
 FD0996'MARK IS 42 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 4.6
 FD0996'FEET NORTHEAST OF A UTILITY POLE AND 2.2 FEET SOUTH OF A WITNESS
 FD0996'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0996'SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FD0996'3-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2318 ***********************************************************************
 FE2318  DESIGNATION -  LIBERTY LOT WT 24
 FE2318  PID         -  FE2318
 FE2318  STATE/COUNTY-  TN/MADISON
 FE2318  USGS QUAD   -  CLAYBROOK (1980)
 FE2318
 FE2318                         *CURRENT SURVEY CONTROL
 FE2318  ___________________________________________________________________
 FE2318* NAD 83(1995)-  35 38 55.80695(N)    088 38 53.51919(W)     ADJUSTED  
 FE2318* NAVD 88     -                                                        
 FE2318  ___________________________________________________________________
 FE2318  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FE2318  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2318
 FE2318  HORZ ORDER  -  THIRD
 FE2318
 FE2318.The horizontal coordinates were established by classical geodetic methods
 FE2318.and adjusted by the National Geodetic Survey in April 1999..
 FE2318
 FE2318
 FE2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2318
 FE2318.The geoid height was determined by GEOID03.
 FE2318
 FE2318;                    North         East     Units Scale Factor Converg.
 FE2318;SPC TN       -   149,198.006   360,214.865   MT  0.99995360   -1 33 01.3
 FE2318;SPC TN       -   489,493.79  1,181,804.94   sFT  0.99995360   -1 33 01.3
 FE2318;UTM  16      - 3,946,251.296   350,789.241   MT  0.99987436   -0 57 38.8
 FE2318
 FE2318                          SUPERSEDED SURVEY CONTROL
 FE2318
 FE2318  NAD 83(1995)-  35 38 55.81147(N)    088 38 53.52514(W) AD(       ) 4
 FE2318  NAD 83(1986)-  35 38 55.81828(N)    088 38 53.52035(W) AD(       ) 4
 FE2318  NAD 27      -  35 38 55.56300(N)    088 38 53.32600(W) AD(       ) 3
 FE2318
 FE2318.Superseded values are not recommended for survey control.
 FE2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2318.See file dsdata.txt to determine how the superseded data were derived.
 FE2318
 FE2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5078946251(NAD 83)
 FE2318_MARKER: 57 = LOOKOUT TOWER
 FE2318
 FE2318  HISTORY     - Date     Condition        Report By
 FE2318  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2318
 FE2318                          STATION DESCRIPTION
 FE2318
 FE2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2318'THE STATION IS THE APEX OF THE ROOF OF THE LOOKOUT TOWER.  IT IS
 FE2318'ABOUT 10 MILES EAST OF JACKSON AND ABOUT 2 MILES NORTHEAST OF
 FE2318'BEECH BLUFF.  IT IS A 4-LEGGED STEEL STRUCTURE WITH AN ENCLOSED
 FE2318'OBSERVATION PLATFORM ON TOP AND THE TOTAL HEIGHT IS 75 FEET.
 FE2318'
 FE2318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE2318'HIGHWAY 20, ABOUT 6 MILES NORTHEAST OF JACKSON, GO EAST ON HIGHWAY
 FE2318'20 FOR 1.6 MILES TO MCCLEARY ROAD.  TURN RIGHT ON MCCLEARY ROAD AND
 FE2318'GO 1.95 MILES.  TURN LEFT ON COTTAGE GROVE ROAD AND GO 0.1
 FE2318'MILE TO LIBERTY ROAD.  TURN RIGHT ON LIBERTY ROAD AND GO 2.55 MILES
 FE2318'TO A Y-INTERSECTION.  BEAR RIGHT AND GO 0.15 MILE TO WILLOUGHBY
 FE2318'ROAD.  TURN RIGHT AND GO 0.8 MILE TO THE LOOKOUT TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0999 ***********************************************************************
 FD0999  DESIGNATION -  LIBERTY RESET
 FD0999  PID         -  FD0999
 FD0999  STATE/COUNTY-  TN/WAYNE
 FD0999  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0999
 FD0999                         *CURRENT SURVEY CONTROL
 FD0999  ___________________________________________________________________
 FD0999* NAD 83(1986)-  35 20 12.     (N)    087 42 22.     (W)     SCALED    
 FD0999* NAVD 88     -       292.80   (meters)     960.6    (feet)  RESET     
 FD0999  ___________________________________________________________________
 FD0999  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0999
 FD0999  VERT ORDER  -  THIRD
 FD0999
 FD0999.The horizontal coordinates were scaled from a topographic map and have
 FD0999.an estimated accuracy of +/- 6 seconds.
 FD0999
 FD0999.The orthometric height was computed from unverified reset data.
 FD0999
 FD0999.The geoid height was determined by GEOID03.
 FD0999
 FD0999;                    North         East    Units  Estimated Accuracy
 FD0999;SPC TN       -   112,670.      444,900.      MT  (+/- 180 meters Scaled)
 FD0999
 FD0999                          SUPERSEDED SURVEY CONTROL
 FD0999
 FD0999.No superseded survey control is available for this station.
 FD0999
 FD0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE358106(NAD 83)
 FD0999_MARKER: DE = TRAVERSE STATION DISK
 FD0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0999_STAMPING: LIBERTY 1962 1968
 FD0999_MARK LOGO: CGS   
 FD0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0999+STABILITY: SURFACE MOTION
 FD0999
 FD0999  HISTORY     - Date     Condition        Report By
 FD0999  HISTORY     - 1968     MONUMENTED       CGS
 FD0999
 FD0999                          STATION DESCRIPTION
 FD0999
 FD0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FD0999'3.7 MI E FROM WAYNESBORO.
 FD0999'THIS MARK NOW OCCUPIES THE EXACT HORIZONTAL POSITION OF OLD BENCH
 FD0999'MARK LIBERTY (THD) 1962.  ELEVATIONS WERE TRANSFERRED TO THIS
 FD0999'MARK FROM BENCH MARK LIBERTY RM-1 1962.  TO REACH THE MARK FROM
 FD0999'THE NORTHEAST CORNER OF THE WAYNE COUNTY COURTHOUSE SQUARE IN
 FD0999'WAYNESBORO, GO EASTERLY ON U.S. HIGHWAY 64 FOR 3.7 MILES TO WHERE
 FD0999'TWO ACCESS ROADS FOR THE NATURAL BRIDGE AND ICE CAVE ROAD AND U.S.
 FD0999'HIGHWAY 64 FORM A TRIANGLE.  THIS IS JUST EAST OF THE WAYNE COUNTY
 FD0999'CEMETERY.  THE MARK IS 149.23 FEET SOUTH-SOUTHWEST OF REFERENCE
 FD0999'MARK NO. 1, 129 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 FD0999'HIGHWAY 64, 66.22 FEET NORTH OF REFERENCE MARK NO. 3, 65 FEET
 FD0999'SOUTH OF THE POINT OF INTERSECTION OF THE NATURAL BRIDGE ROAD
 FD0999'ACCESS ROADS, 64 FEET NORTHWEST OF A GUY POLE, 58 FEET WEST OF THE
 FD0999'APPROXIMATE CENTER OF THE EAST ACCESS ROAD, 33 FEET EAST OF THE
 FD0999'APPROXIMATE CENTER OF THE WEST ACCESS ROAD, AND 1.1 FEET SOUTH OF
 FD0999'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD C AND GS TRAVERSE
 FD0999'STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 FD0999'MONUMENT AND THE DISK IS STAMPED LIBERTY 1962 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2200 ***********************************************************************
 FB2200  DESIGNATION -  LIBERTY RESET
 FB2200  PID         -  FB2200
 FB2200  STATE/COUNTY-  TN/KNOX
 FB2200  USGS QUAD   -  KNOXVILLE (1978)
 FB2200
 FB2200                         *CURRENT SURVEY CONTROL
 FB2200  ___________________________________________________________________
 FB2200* NAD 83(1986)-  35 57 40.     (N)    083 57 55.     (W)     SCALED    
 FB2200* NAVD 88     -       277.52   (meters)     910.5    (feet)  RESET     
 FB2200  ___________________________________________________________________
 FB2200  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2200
 FB2200  VERT ORDER  -  THIRD
 FB2200
 FB2200.The horizontal coordinates were scaled from a topographic map and have
 FB2200.an estimated accuracy of +/- 6 seconds.
 FB2200
 FB2200.The orthometric height was computed from unverified reset data.
 FB2200
 FB2200.The geoid height was determined by GEOID03.
 FB2200
 FB2200;                    North         East    Units  Estimated Accuracy
 FB2200;SPC TN       -   182,510.      783,530.      MT  (+/- 180 meters Scaled)
 FB2200
 FB2200                          SUPERSEDED SURVEY CONTROL
 FB2200
 FB2200.No superseded survey control is available for this station.
 FB2200
 FB2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325837(NAD 83)
 FB2200_MARKER: DR = REFERENCE MARK DISK
 FB2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2200_STAMPING: LIBERTY 1960 1969
 FB2200_MARK LOGO: CGS   
 FB2200_PROJECTION: PROJECTING 8 CENTIMETERS
 FB2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2200+STABILITY: SURFACE MOTION
 FB2200
 FB2200  HISTORY     - Date     Condition        Report By
 FB2200  HISTORY     - 1969     MONUMENTED       CGS
 FB2200
 FB2200                          STATION DESCRIPTION
 FB2200
 FB2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FB2200'IN KNOXVILLE.
 FB2200'AT THE LIBERTY 1960 1969 TRAVERSE STATION SITE NEAR THE INTERSECTION
 FB2200'OF MIDDLEBROOK PIKE AND LIBERTY STREET IN WEST KNOXVILLE, IN A
 FB2200'NARROW STRIP OF LAND BETWEEN THE LOUISVILLE AND NASHVILLE RAILROAD
 FB2200'TRACKS AND MIDDLEBROOK PIKE, 89.25 FEET NORTH-NORTHWEST OF LIBERTY
 FB2200'RM 2, 50.50 FEET WEST-SOUTHWEST OF LIBERTY RM 1, 50 FEET SOUTHEAST
 FB2200'OF THE APPROXIMATE INTERSECTION OF MIDDLEBROOK PIKE AND LIBERTY
 FB2200'STREET, 49 FEET SOUTH OF THE APPROXIMATE CENTER OF MIDDLEBROOK PIKE,
 FB2200'32 FEET EAST OF THE APPROXIMATE CENTER OF LIBERTY STREET, 26 FEET
 FB2200'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 20 FEET SOUTH OF A
 FB2200'GUYED UTILITY POLE.
 FB2200'THE MARK IS 0.8 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1000 ***********************************************************************
 FD1000  DESIGNATION -  LIBERTY RM 1
 FD1000  PID         -  FD1000
 FD1000  STATE/COUNTY-  TN/WAYNE
 FD1000  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD1000
 FD1000                         *CURRENT SURVEY CONTROL
 FD1000  ___________________________________________________________________
 FD1000* NAD 83(1995)-  35 20 13.     (N)    087 42 21.     (W)     SCALED    
 FD1000* NAVD 88     -       295.254  (meters)     968.68   (feet)  ADJUSTED  
 FD1000  ___________________________________________________________________
 FD1000  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD1000  DYNAMIC HT  -         294.974 (meters)     967.76  (feet)  COMP
 FD1000  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 FD1000
 FD1000  VERT ORDER  -  SECOND    CLASS 0
 FD1000
 FD1000.The horizontal coordinates were scaled from a topographic map and have
 FD1000.an estimated accuracy of +/- 6 seconds.
 FD1000
 FD1000.The orthometric height was determined by differential leveling
 FD1000.and adjusted by the National Geodetic Survey in June 1991..
 FD1000
 FD1000.The geoid height was determined by GEOID03.
 FD1000
 FD1000.The dynamic height is computed by dividing the NAVD 88
 FD1000.geopotential number by the normal gravity value computed on the
 FD1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1000.degrees latitude (g = 980.6199 gals.).
 FD1000
 FD1000.The modeled gravity was interpolated from observed gravity values.
 FD1000
 FD1000;                    North         East    Units  Estimated Accuracy
 FD1000;SPC TN       -   112,700.      444,930.      MT  (+/- 180 meters Scaled)
 FD1000
 FD1000                          SUPERSEDED SURVEY CONTROL
 FD1000
 FD1000  NGVD 29 (??/??/92)  295.219  (m)          968.56   (f) ADJ UNCH    2 0
 FD1000
 FD1000.Superseded values are not recommended for survey control.
 FD1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1000.See file dsdata.txt to determine how the superseded data were derived.
 FD1000
 FD1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE358106(NAD 83)
 FD1000_MARKER: DD = SURVEY DISK
 FD1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1000_STAMPING: LIBERTY RM 1 1962
 FD1000_MARK LOGO: TNHD  
 FD1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1000+STABILITY: SURFACE MOTION
 FD1000
 FD1000  HISTORY     - Date     Condition        Report By
 FD1000  HISTORY     - 1962     MONUMENTED       TNHD
 FD1000
 FD1000                          STATION DESCRIPTION
 FD1000
 FD1000'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1000'4 MI E FROM WAYNESBORO.
 FD1000'THIS MARK IS LOCATED AT THE LIBERTY 1962 STATION SITE, 23 FEET
 FD1000'EAST OF THE CENTERLINE OF A PAVED ROAD, 28 FEET NORTH OF THE
 FD1000'CENTERLINE OF A GRAVELED DRIVEWAY, 31 FEET NORTHWEST OF A 12-INCH
 FD1000'CHESTNUT OAK TREE, 39 FEET SOUTHWEST OF A UTILITY POLE AND 149
 FD1000'FEET NORTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD1000'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD1000'MONUMENT THAT PROJECTS 3-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2096 ***********************************************************************
 FB2096  DESIGNATION -  LIBERTY RM 1
 FB2096  PID         -  FB2096
 FB2096  STATE/COUNTY-  TN/KNOX
 FB2096  USGS QUAD   -  KNOXVILLE (1978)
 FB2096
 FB2096                         *CURRENT SURVEY CONTROL
 FB2096  ___________________________________________________________________
 FB2096* NAD 83(1986)-  35 57 40.     (N)    083 57 55.     (W)     SCALED    
 FB2096* NAVD 88     -       277.784  (meters)     911.36   (feet)  ADJUSTED  
 FB2096  ___________________________________________________________________
 FB2096  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2096  DYNAMIC HT  -         277.525 (meters)     910.51  (feet)  COMP
 FB2096  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FB2096
 FB2096  VERT ORDER  -  SECOND    CLASS 0
 FB2096
 FB2096.The horizontal coordinates were scaled from a topographic map and have
 FB2096.an estimated accuracy of +/- 6 seconds.
 FB2096
 FB2096.The orthometric height was determined by differential leveling
 FB2096.and adjusted by the National Geodetic Survey in June 1991..
 FB2096
 FB2096.The geoid height was determined by GEOID03.
 FB2096
 FB2096.The dynamic height is computed by dividing the NAVD 88
 FB2096.geopotential number by the normal gravity value computed on the
 FB2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2096.degrees latitude (g = 980.6199 gals.).
 FB2096
 FB2096.The modeled gravity was interpolated from observed gravity values.
 FB2096
 FB2096;                    North         East    Units  Estimated Accuracy
 FB2096;SPC TN       -   182,510.      783,530.      MT  (+/- 180 meters Scaled)
 FB2096
 FB2096                          SUPERSEDED SURVEY CONTROL
 FB2096
 FB2096  NGVD 29 (??/??/92)  277.915  (m)          911.79   (f) ADJ UNCH    2 0
 FB2096
 FB2096.Superseded values are not recommended for survey control.
 FB2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2096.See file dsdata.txt to determine how the superseded data were derived.
 FB2096
 FB2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325837(NAD 83)
 FB2096_MARKER: DR = REFERENCE MARK DISK
 FB2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2096_STAMPING: LIBERTY NO 1 1960
 FB2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2096+STABILITY: SURFACE MOTION
 FB2096
 FB2096  HISTORY     - Date     Condition        Report By
 FB2096  HISTORY     - 1960     MONUMENTED       CGS
 FB2096  HISTORY     - 1961     GOOD             NGS
 FB2096  HISTORY     - 1969     GOOD             USGS
 FB2096
 FB2096                          STATION DESCRIPTION
 FB2096
 FB2096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2096'IN KNOXVILLE.
 FB2096'THIS MARK IS LOCATED AT THE LIBERTY 1960 STATION SITE, 50.5 FT.
 FB2096'EAST OF THE STATION MARK, 42 FT. SOUTH OF THE CENTER OF
 FB2096'MIDDLEBROOK PIKE, 29 FT. NORTH OF THE NORTH RAIL OF THE RAILROAD
 FB2096'TRACKS, AND 16 FT. SOUTH OF A POWER LINE POLE.  THE DISK IS SET
 FB2096'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 FT.
 FB2096'ABOVE THE LEVEL OF THE ROAD.
 FB2096
 FB2096                          STATION RECOVERY (1969)
 FB2096
 FB2096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FB2096'THE MARK IS AT THE LIBERTY 1960 1969 TRAVERSE STATION SITE, NEAR THE
 FB2096'INTERSECTION OF MIDDLEBROOK PIKE AND LIBERTY STREET IN WEST
 FB2096'KNOXVILLE. IT IS IN A NARROW STRIP OF LAND BETWEEN THE LOUISVILLE AND
 FB2096'NASHVILLE RAILROAD TRACKS AND MIDDLEBROOK PIKE, 99.09 FEET
 FB2096'NORTH-NORTHEAST OF LIBERTY R.M. 2, 83 FEET EAST OF THE APPROXIMATE
 FB2096'CENTER OF LIBERTY STREET, 50.50 FEET EAST-NORTHEAST OF LIBERTY 1960
 FB2096'1969, 43 FEET SOUTH OF THE APPROXIMATE CENTER OF MIDDLEBROOK PIKE,
 FB2096'29.8 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 16.5 FEET
 FB2096'SOUTH OF A GUYED TELEPHONE POLE, AND 0.7 OF A FOOT NORTH OF A METAL
 FB2096'WITNESS POST AND SIGN. IT IS A STANDARD REFERENCE MARK DISK SET IN
 FB2096'THE TOP OF A 12-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FB2096'STAMPED LIBERTY RM 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0997 ***********************************************************************
 FD0997  DESIGNATION -  LIBERTY RM 2
 FD0997  PID         -  FD0997
 FD0997  STATE/COUNTY-  TN/WAYNE
 FD0997  USGS QUAD   -  WAYNESBORO EAST (1992)
 FD0997
 FD0997                         *CURRENT SURVEY CONTROL
 FD0997  ___________________________________________________________________
 FD0997* NAD 83(1986)-  35 20 12.     (N)    087 42 22.     (W)     SCALED    
 FD0997* NAVD 88     -       293.179  (meters)     961.87   (feet)  ADJUSTED  
 FD0997  ___________________________________________________________________
 FD0997  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FD0997  DYNAMIC HT  -         292.900 (meters)     960.96  (feet)  COMP
 FD0997  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 FD0997
 FD0997  VERT ORDER  -  SECOND    CLASS 0
 FD0997
 FD0997.The horizontal coordinates were scaled from a topographic map and have
 FD0997.an estimated accuracy of +/- 6 seconds.
 FD0997
 FD0997.The orthometric height was determined by differential leveling
 FD0997.and adjusted by the National Geodetic Survey in June 1991..
 FD0997
 FD0997.The geoid height was determined by GEOID03.
 FD0997
 FD0997.The dynamic height is computed by dividing the NAVD 88
 FD0997.geopotential number by the normal gravity value computed on the
 FD0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0997.degrees latitude (g = 980.6199 gals.).
 FD0997
 FD0997.The modeled gravity was interpolated from observed gravity values.
 FD0997
 FD0997;                    North         East    Units  Estimated Accuracy
 FD0997;SPC TN       -   112,670.      444,900.      MT  (+/- 180 meters Scaled)
 FD0997
 FD0997                          SUPERSEDED SURVEY CONTROL
 FD0997
 FD0997  NGVD 29 (??/??/92)  293.143  (m)          961.75   (f) ADJ UNCH    2 0
 FD0997
 FD0997.Superseded values are not recommended for survey control.
 FD0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0997.See file dsdata.txt to determine how the superseded data were derived.
 FD0997
 FD0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE358106(NAD 83)
 FD0997_MARKER: DD = SURVEY DISK
 FD0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0997_STAMPING: LIBERTY RM 2 1962
 FD0997_MARK LOGO: TNHD  
 FD0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0997+STABILITY: SURFACE MOTION
 FD0997
 FD0997  HISTORY     - Date     Condition        Report By
 FD0997  HISTORY     - 1962     MONUMENTED       TNHD
 FD0997
 FD0997                          STATION DESCRIPTION
 FD0997
 FD0997'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0997'4 MI E FROM WAYNESBORO.
 FD0997'THIS MARK IS LOCATED AT THE LIBERTY 1962 STATION SITE, 25 FEET
 FD0997'SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, 70 FEET NORTH OF
 FD0997'THE CENTERLINE OF U.S. HIGHWAY 64 AND 112 FEET SOUTHWEST OF THE
 FD0997'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD0997'DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT THAT
 FD0997'PROJECTS 2-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2094 ***********************************************************************
 FB2094  DESIGNATION -  LIBERTY RM 2
 FB2094  PID         -  FB2094
 FB2094  STATE/COUNTY-  TN/KNOX
 FB2094  USGS QUAD   -  KNOXVILLE (1978)
 FB2094
 FB2094                         *CURRENT SURVEY CONTROL
 FB2094  ___________________________________________________________________
 FB2094* NAD 83(1986)-  35 57 40.     (N)    083 57 55.     (W)     SCALED    
 FB2094* NAVD 88     -       278.887  (meters)     914.98   (feet)  ADJUSTED  
 FB2094  ___________________________________________________________________
 FB2094  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB2094  DYNAMIC HT  -         278.627 (meters)     914.13  (feet)  COMP
 FB2094  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 FB2094
 FB2094  VERT ORDER  -  SECOND    CLASS 0
 FB2094
 FB2094.The horizontal coordinates were scaled from a topographic map and have
 FB2094.an estimated accuracy of +/- 6 seconds.
 FB2094
 FB2094.The orthometric height was determined by differential leveling
 FB2094.and adjusted by the National Geodetic Survey in June 1991..
 FB2094
 FB2094.The geoid height was determined by GEOID03.
 FB2094
 FB2094.The dynamic height is computed by dividing the NAVD 88
 FB2094.geopotential number by the normal gravity value computed on the
 FB2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2094.degrees latitude (g = 980.6199 gals.).
 FB2094
 FB2094.The modeled gravity was interpolated from observed gravity values.
 FB2094
 FB2094;                    North         East    Units  Estimated Accuracy
 FB2094;SPC TN       -   182,510.      783,530.      MT  (+/- 180 meters Scaled)
 FB2094
 FB2094                          SUPERSEDED SURVEY CONTROL
 FB2094
 FB2094  NGVD 29 (??/??/92)  279.018  (m)          915.41   (f) ADJ UNCH    2 0
 FB2094
 FB2094.Superseded values are not recommended for survey control.
 FB2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2094.See file dsdata.txt to determine how the superseded data were derived.
 FB2094
 FB2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV325837(NAD 83)
 FB2094_MARKER: DR = REFERENCE MARK DISK
 FB2094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2094_SP_SET: STEP
 FB2094_STAMPING: LIBERTY NO 2 1960
 FB2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2094
 FB2094  HISTORY     - Date     Condition        Report By
 FB2094  HISTORY     - 1960     MONUMENTED       CGS
 FB2094  HISTORY     - 1961     GOOD             NGS
 FB2094  HISTORY     - 1969     GOOD             USGS
 FB2094
 FB2094                          STATION DESCRIPTION
 FB2094
 FB2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2094'IN KNOXVILLE.
 FB2094'THIS MARK IS LOCATED AT THE LIBERTY 1960 STATION SITE, 89.3 FT.
 FB2094'SOUTHEAST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 FB2094'HOLE IN TOP OF THE NORTHEAST CORNER OF THE STEPS LEADING TO A
 FB2094'CHURCH.
 FB2094
 FB2094                          STATION RECOVERY (1969)
 FB2094
 FB2094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FB2094'THE MARK IS AT THE LIBERTY 1960 1969 TRAVERSE STATION SITE, NEAR THE
 FB2094'INTERSECTION OF MIDDLEBROOK PIKE AND LIBERTY STREET IN WEST
 FB2094'KNOXVILLE. IT IS 99.09 FEET SOUTH-SOUTHWEST OF LIBERTY R. M. 1, 89.25
 FB2094'FEET SOUTH-SOUTHEAST OF LIBERTY 1960 1969, 72 FEET EAST OF THE
 FB2094'APPROXIMATE CENTER OF LIBERTY STREET, 57 FEET SOUTH OF THE SOUTH RAIL
 FB2094'OF THE RAILROAD TRACKS, 50 FEET EAST OF UTILITY POLE NO. S811 40A,
 FB2094'2.7 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CHURCH
 FB2094'BUILDING, 1.1 FEET WEST OF THE EAST OF THE CONCRETE LANDING AT THE
 FB2094'BOTTOM OF A FLIGHT OF STEPS LEADING INTO THE CHURCH BUILDING, AND 0.7
 FB2094'OF A FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE LANDING. IT IS A
 FB2094'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE PORCH
 FB2094'LANDING AT THE NORTH ENTRANCE INTO THE HOUSE OF FAITH CHURCH AND THE
 FB2094'DISK IS STAMPED LIBERTY RM 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3407 ***********************************************************************
 GA3407  DESIGNATION -  LICK
 GA3407  PID         -  GA3407
 GA3407  STATE/COUNTY-  TN/GREENE
 GA3407  USGS QUAD   -  BAILEYTON (1971)
 GA3407
 GA3407                         *CURRENT SURVEY CONTROL
 GA3407  ___________________________________________________________________
 GA3407* NAD 83(1995)-  36 18 52.96473(N)    082 48 33.88416(W)     ADJUSTED  
 GA3407* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 GA3407  ___________________________________________________________________
 GA3407  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GA3407  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA3407
 GA3407  HORZ ORDER  -  THIRD
 GA3407
 GA3407.The horizontal coordinates were established by classical geodetic methods
 GA3407.and adjusted by the National Geodetic Survey in April 1999..
 GA3407
 GA3407.The orthometric height was scaled from a topographic map.
 GA3407
 GA3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3407
 GA3407.The geoid height was determined by GEOID03.
 GA3407
 GA3407;                    North         East     Units Scale Factor Converg.
 GA3407;SPC TN       -   224,505.384   886,472.342   MT  0.99998351   +1 52 04.4
 GA3407;SPC TN       -   736,564.75  2,908,368.01   sFT  0.99998351   +1 52 04.4
 GA3407;UTM  17      - 4,020,374.845   337,564.245   MT  0.99992510   -1 04 18.5
 GA3407
 GA3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3407!SPC TN       -   0.99994547  x   0.99998351  =   0.99992898
 GA3407!UTM  17      -   0.99994547  x   0.99992510  =   0.99987058
 GA3407
 GA3407|---------------------------------------------------------------------|
 GA3407| PID    Reference Object                     Distance      Geod. Az  |
 GA3407|                                                           dddmmss.s |
 GA3407| DB9597 LICK RM 2                            11.567 METERS 01237     |
 GA3407| GA0887 LICK AZ MK                                         1322004.3 |
 GA3407| DB9596 LICK RM 1                            69.784 METERS 28823     |
 GA3407|---------------------------------------------------------------------|
 GA3407
 GA3407                          SUPERSEDED SURVEY CONTROL
 GA3407
 GA3407  NAD 83(1995)-  36 18 52.96733(N)    082 48 33.88726(W) AD(       ) 3
 GA3407  NAD 83(1995)-  36 18 52.97709(N)    082 48 33.89869(W) AD(       ) 3
 GA3407  NAD 83(1995)-  36 18 52.97054(N)    082 48 33.88742(W) AD(       ) 3
 GA3407  NAD 83(1986)-  36 18 52.97306(N)    082 48 33.88786(W) AD(       ) 3
 GA3407  NAD 27      -  36 18 52.60900(N)    082 48 34.31700(W) AD(       ) 3
 GA3407
 GA3407.Superseded values are not recommended for survey control.
 GA3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3407.See file dsdata.txt to determine how the superseded data were derived.
 GA3407
 GA3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3756420375(NAD 83)
 GA3407_MARKER: DS = TRIANGULATION STATION DISK
 GA3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3407
 GA3407  HISTORY     - Date     Condition        Report By
 GA3407  HISTORY     - 1934     MONUMENTED       CGS
 GA3407  HISTORY     - 1950     GOOD             TVA
 GA3407
 GA3407                          STATION DESCRIPTION
 GA3407
 GA3407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3407'ABOUT 10 MILES NORTH-NORTHEAST OF GREENEVILLE, 1-3/4 MILES SOUTHEAST
 GA3407'OF BAILEYTON, AND
 GA3407'ON PROPERTY OF MR.  HUGHES.  TO REACH FROM
 GA3407'GREENEVILLE COURTHOUSE, GO NORTH 0.7
 GA3407'MILE ON ROUTE 63 TO SIDE ROAD,
 GA3407'TURN LEFT AT SIDE ROAD 100 YARDS AFTER GOING UNDER
 GA3407'UNDERPASS AND
 GA3407'FOLLOW PAVED ROAD 0.1 MILE TO GRAVEL ROAD, TURN RIGHT AND GO 0.15
 GA3407'MILE TO CROSSROAD,
 GA3407'TURN LEFT AND FOLLOW MAIN ROAD 5.5 MILES TO T-ROAD
 GA3407'WITH RED BRICK HOUSE AHEAD, TURN
 GA3407'RIGHT AND GO 0.75 MILE TO ROAD FORKS
 GA3407'AND CROSSROADS, KEEP LEFT AT FORKS AND STRAIGHT
 GA3407'AHEAD AT CROSSROADS
 GA3407'100 FEET BEYOND.  FOLLOW THIS ROAD KEEPING STRAIGHT AHEAD AT ALL
 GA3407'INTERSECTIONS
 GA3407'3.8 MILES TO T-ROAD, TURN LEFT AND GO 1.5 MILES TO
 GA3407'WHITE HOUSE ON RIGHT (END OF
 GA3407'TRUCK TRAVEL).  STATION IS ON BALD
 GA3407'KNOLL, ABOUT 100 YARDS BEHIND HOUSE, 100 YARDS
 GA3407'NORTH OF ROAD, AND 8
 GA3407'FEET WEST OF FENCE LINE.  SURFACE AND UNDERGROUND MARKS ARE
 GA3407'STANDARD STATION
 GA3407'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GA3407'MARKS ARE STANDARD
 GA3407'REFERENCE DISKS IN CONCRETE.  NO.  1 IS
 GA3407'ALONG TOP OF RIDGE RUNNING WEST AND
 GA3407'TURNING NORTH AT MARK, AND ABOUT
 GA3407'4 FEET LOWER THAN AND 228.95 FEET FROM STATION
 GA3407'N 71 DEG 37 MIN W.
 GA3407'NO.  2 IS ALONG FENCE LINE, 18 FEET SOUTH OF 16-INCH WALNUT
 GA3407'TREE, AND 5 FEET
 GA3407'LOWER THAN AND 37.95 FEET FROM STATION N 77 DEG 22 MIN E.
 GA3407'DISTANCE BETWEEN REFERENCE MARKS NO.  1 AND NO.  2
 GA3407'IS 228.00 FEET.  AZIMUTH MARK IS ON PROPERTY OF L.B.
 GA3407'GASS, 16 YARDS
 GA3407'NORTHEAST OF NORTHEAST CORNER OF HIS FILLING STATION, 7 YARDS EAST OF
 GA3407'CENTER LINE OF
 GA3407'HIGHWAY LEADING TO STATION, AND ABOUT 0.4 MILE FROM
 GA3407'STATION S 47 DEG 40 MIN E.  BEARING FROM STATION TO
 GA3407'SULPHUR SPRINGS, CHURCH SPIRE, DISTANT ABOUT 0.75
 GA3407'MILE, IS S 25 DEG 05 MIN E.
 GA3407
 GA3407                          STATION RECOVERY (1950)
 GA3407
 GA3407'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA3407'ALL MARKS WERE FOUND IN GOOD CONDITION.
 GA3407'
 GA3407'STATION IS 1.0 MILE NW OF LOCUST SPRINGS AND 246 FEET S 20 DEG E TO NW
 GA3407'CORNER OF 1-1/2
 GA3407'FRAME HOUSE.  A SIGN SET 1.5 FEET S 15 DEG W FROM
 GA3407'MARK.
 GA3407'
 GA3407'THE AZIMUTH MARK IS 0.5 MILE NW OF LOCUST SPRINGS, 22 FEET E OF
 GA3407'CENTER LINE OR
 GA3407'ROAD, ON TOP OF ROAD BANK, 2 FEET W OF FENCE LINE,
 GA3407'65.3 FEET S 50 DEG E TO CONCRETE
 GA3407'POST ON NORTH SIDE OF OPENING IN
 GA3407'HEDGE IN FRONT OF HOUSE, 97.7 FEET S 15 DEG W TO NE
 GA3407'CORNER OF GARAGE,
 GA3407'56.9 FEET N TO NAIL AND BOTTLE CAP IN POWER POLE, 25.6 FEET S 10 DEG E
 GA3407'TO POST AT SW
 GA3407'CORNER OF FIELD.  A SIGN WAS SET 2 FEET N 85 DEG E FROM
 GA3407'MONUMENT IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0887 ***********************************************************************
 GA0887  DESIGNATION -  LICK AZ MK
 GA0887  PID         -  GA0887
 GA0887  STATE/COUNTY-  TN/GREENE
 GA0887  USGS QUAD   -  BAILEYTON (1971)
 GA0887
 GA0887                         *CURRENT SURVEY CONTROL
 GA0887  ___________________________________________________________________
 GA0887* NAD 83(1986)-  36 18 37.     (N)    082 48 15.     (W)     SCALED    
 GA0887* NAVD 88     -       362.492  (meters)    1189.28   (feet)  ADJUSTED  
 GA0887  ___________________________________________________________________
 GA0887  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GA0887  DYNAMIC HT  -         362.155 (meters)    1188.17  (feet)  COMP
 GA0887  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 GA0887
 GA0887  VERT ORDER  -  SECOND    CLASS 0
 GA0887
 GA0887.The horizontal coordinates were scaled from a topographic map and have
 GA0887.an estimated accuracy of +/- 6 seconds.
 GA0887
 GA0887.The orthometric height was determined by differential leveling
 GA0887.and adjusted by the National Geodetic Survey in June 1991..
 GA0887
 GA0887.The geoid height was determined by GEOID03.
 GA0887
 GA0887.The dynamic height is computed by dividing the NAVD 88
 GA0887.geopotential number by the normal gravity value computed on the
 GA0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0887.degrees latitude (g = 980.6199 gals.).
 GA0887
 GA0887.The modeled gravity was interpolated from observed gravity values.
 GA0887
 GA0887;                    North         East    Units  Estimated Accuracy
 GA0887;SPC TN       -   224,030.      886,960.      MT  (+/- 180 meters Scaled)
 GA0887
 GA0887                          SUPERSEDED SURVEY CONTROL
 GA0887
 GA0887  NGVD 29 (??/??/92)  362.629  (m)         1189.73   (f) ADJ UNCH    2 0
 GA0887
 GA0887.Superseded values are not recommended for survey control.
 GA0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0887.See file dsdata.txt to determine how the superseded data were derived.
 GA0887
 GA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA380198(NAD 83)
 GA0887_MARKER: DR = REFERENCE MARK DISK
 GA0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0887_STAMPING: LICK AZIMUTH 1934
 GA0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0887+STABILITY: SURFACE MOTION
 GA0887
 GA0887  HISTORY     - Date     Condition        Report By
 GA0887  HISTORY     - 1934     MONUMENTED       CGS
 GA0887  HISTORY     - 1955     GOOD             TVA
 GA0887
 GA0887                          STATION DESCRIPTION
 GA0887
 GA0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0887'0.5 MI NW FROM LOCUST SPRING.
 GA0887'0.5 MILE NORTHWEST ALONG THE BAILEYTON ROAD FROM THE JUNCTION OF
 GA0887'THE NEWMANSVILLE ROAD AT LOCUST SPRING, GREENE COUNTY, AT THE
 GA0887'L.B. GASS PROPERTY, 60 YARDS WEST OF THE RESIDENCE, 52 FEET
 GA0887'NORTHEAST OF THE NORTHEAST CORNER OF THE STORE, 20 FEET EAST OF
 GA0887'THE CENTERLINE OF THE ROAD, AND 5 FEET HIGHER THAN THE ROAD.  A
 GA0887'STANDARD REFERENCE-MARK DISK, STAMPED LICK AZIMUTH 1934 AND SET
 GA0887'IN THE TOP OF A CONCRETE POST.
 GA0887
 GA0887                          STATION RECOVERY (1955)
 GA0887
 GA0887'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1955
 GA0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1468 ***********************************************************************
 GD1468  DESIGNATION -  LICKED
 GD1468  PID         -  GD1468
 GD1468  STATE/COUNTY-  TN/BENTON
 GD1468  USGS QUAD   -  POPLAR CREEK (1973)
 GD1468
 GD1468                         *CURRENT SURVEY CONTROL
 GD1468  ___________________________________________________________________
 GD1468* NAD 83(1995)-  36 21 23.94000(N)    088 01 38.65080(W)     ADJUSTED  
 GD1468* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 GD1468  ___________________________________________________________________
 GD1468  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 GD1468  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GD1468
 GD1468  HORZ ORDER  -  SECOND
 GD1468
 GD1468.The horizontal coordinates were established by classical geodetic methods
 GD1468.and adjusted by the National Geodetic Survey in April 1999..
 GD1468
 GD1468.The orthometric height was scaled from a topographic map.
 GD1468
 GD1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1468
 GD1468.The geoid height was determined by GEOID03.
 GD1468
 GD1468;                    North         East     Units Scale Factor Converg.
 GD1468;SPC TN       -   226,373.633   418,043.344   MT  0.99998991   -1 11 12.9
 GD1468;SPC TN       -   742,694.16  1,371,530.54   sFT  0.99998991   -1 11 12.9
 GD1468;UTM  16      - 4,023,997.300   407,819.859   MT  0.99970469   -0 36 32.8
 GD1468
 GD1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1468!SPC TN       -   0.99997721  x   0.99998991  =   0.99996712
 GD1468!UTM  16      -   0.99997721  x   0.99970469  =   0.99968191
 GD1468
 GD1468|---------------------------------------------------------------------|
 GD1468| PID    Reference Object                     Distance      Geod. Az  |
 GD1468|                                                           dddmmss.s |
 GD1468| CG3702 LICKED RM 1                          32.373 METERS 08724     |
 GD1468| CG3701 LICKED AZ MK                                       2985404.4 |
 GD1468| CG3703 LICKED RM 2                          21.488 METERS 35758     |
 GD1468|---------------------------------------------------------------------|
 GD1468
 GD1468                          SUPERSEDED SURVEY CONTROL
 GD1468
 GD1468  NAD 83(1995)-  36 21 23.94286(N)    088 01 38.65309(W) AD(       ) 2
 GD1468  NAD 83(1995)-  36 21 23.94392(N)    088 01 38.65751(W) AD(       ) 2
 GD1468  NAD 83(1986)-  36 21 23.94910(N)    088 01 38.65229(W) AD(       ) 2
 GD1468  NAD 27      -  36 21 23.75400(N)    088 01 38.53100(W) AD(       ) 2
 GD1468
 GD1468.Superseded values are not recommended for survey control.
 GD1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1468.See file dsdata.txt to determine how the superseded data were derived.
 GD1468
 GD1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF0782023997(NAD 83)
 GD1468_MARKER: DS = TRIANGULATION STATION DISK
 GD1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1468
 GD1468  HISTORY     - Date     Condition        Report By
 GD1468  HISTORY     - 1934     MONUMENTED       CGS
 GD1468  HISTORY     - 1952     GOOD             CGS
 GD1468  HISTORY     - 1968     GOOD             CGS
 GD1468  HISTORY     - 1971     GOOD             LOCENG
 GD1468  HISTORY     - 1987     GOOD             USPSQD
 GD1468
 GD1468                          STATION DESCRIPTION
 GD1468
 GD1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1468'ABOUT 8.2 MILES NORTH-NORTHEAST OF BIG SANDY, AT SETTLEMENT OF BENNYS
 GD1468'CREEK.  TO REACH STATION FROM RAILROAD CROSSING IN BIG SANDY, TAKE
 GD1468'LICK SPRINGS ROAD AND GO NORTH 8.25 MILES, TURN WEST-NORTHWEST ONTO
 GD1468'ROUGH DIRT ROAD, BENNYS CREEK ROAD, AND CONTINUE 2.6 MILES TO ODOM
 GD1468'SCHOOL, TURN RIGHT 75 YARDS PAST SCHOOL AND CONTINUE 0.3 MILE TO
 GD1468'TOP OF GRADE, TURN RIGHT ONTO DIM WOODS ROAD AND GO 0.2 MILE TO
 GD1468'STATION.  STATION IS ON KNOB ON TOP OF LONG RIDGE, BETWEEN TWO DIM
 GD1468'WOODS ROADS, 140 FEET NORTH OF THEIR JUNCTION FORK, AND 40 FEET EAST
 GD1468'OF CENTER OF WEST FORK.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1468'DISK STATION MARKS IN CONCRETE.  REFERENCE AND
 GD1468'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11B.
 GD1468'NO. 1 IS EAST OF ROAD, DOWN CENTER OF HIGHEST PART OF RIDGE, AND
 GD1468'106.78 FEET FROM STATION N 09 DEG 28 MIN W.  NO. 2 IS
 GD1468'ON WEST EDGE OF SUMMIT, 20 FEET EAST OF WEST EDGE, AND 70.50 FEET
 GD1468'FROM STATION S 81 DEG 05 MIN W.  AZIMUTH MARK IS ABOUT 0.4
 GD1468'MILE EAST OF SETTLEMENT OF BENNYS CREEK, 30 FEET SOUTH OF CENTER
 GD1468'OF BENNYS CREEK ROAD, NEAR LARGE BARN, AND 0.65 MILE FROM STATION
 GD1468'S 22 DEG 02 MIN W.
 GD1468
 GD1468                          STATION RECOVERY (1952)
 GD1468
 GD1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GD1468'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GD1468'CONDITION.  THE DIRECTIONS TO ALL MARKS WERE CHECKED AND FOUND
 GD1468'CORRECT.  THE DISTANCE TO R.M. NO. 2 WAS CHECKED AND FOUND CORRECT.
 GD1468'THE APPROXIMATE DISTANCE TO THE AZIMUTH MARK WAS FOUND CORRECT.
 GD1468'THE DISTANCE TO R.M. NO. 1 DID NOT CHECK.  A NEW DESCRIPTION
 GD1468'FOLLOWS.
 GD1468'
 GD1468'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF BIG SANDY, NEAR THE
 GD1468'HIGHEST POINT OF A WOODED RIDGE AND IS ON PROPERTY OWNED BY MR. W.
 GD1468'C.  MC DANIEL.  IT IS 38 FEET NORTHEAST OF THE CENTER OF A WOODS
 GD1468'ROAD, 23 FEET NORTHWEST OF A BLAZED 12-INCH OAK TREE AND 1 FOOT EAST
 GD1468'OF A TVA WITNESS POST.  THE MARK PROJECTS ABOUT 12 INCHES AND THE
 GD1468'DISK IS STAMPED LICKED 1934.
 GD1468'
 GD1468'REFERENCE MARK NO. 1 IS 106.21 FEET NORTH OF THE STATION, 15 FEET
 GD1468'EAST OF THE CENTER OF THE WOODS ROAD AND 8 FEET EAST OF A BLAZED
 GD1468'12-INCH OAK TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 GD1468'IS STAMPED LICKED NO 1 1934.
 GD1468'
 GD1468'REFERENCE MARK NO. 2 IS 70.50 FEET SOUTHWEST OF THE STATION, 32 FEET
 GD1468'SOUTHWEST OF THE CENTER OF THE WOODS ROAD AND 20 FEET NORTHWEST OF A
 GD1468'3-TRUNKED 6-INCH OAK TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 GD1468'THE DISK IS STAMPED LICKED NO 2 1934.
 GD1468'
 GD1468'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH OF THE STATION, 30 FEET
 GD1468'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 13 FEET NORTH OF A 12-INCH
 GD1468'OAK TREE AND 2 FEET WEST OF A TVA WITNESS POST.  THE MARK PROJECTS
 GD1468'ABOUT 12 INCHES AND THE DISK IS STAMPED LICKED 1934.
 GD1468'
 GD1468'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BIG SANDY, GO EAST ON
 GD1468'PAVED STREET ON NORTH SIDE OF TRACKS FOR 0.15 MILE TO A T
 GD1468'INTERSECTION, TURN LEFT ON PAVED STREET, CROSSING BRIDGE AND GO 0.2
 GD1468'MILE TO A CROSSROAD, TURN RIGHT AND GO 0.4 MILE TO A FORK, TURN
 GD1468'LEFT AND GO 7.25 MILES FOLLOWING MAIN GRAVEL ROAD, TO A REVERSE
 GD1468'FORK ON THE LEFT, TURN RIGHT AND FOLLOW MAIN ROAD FOR 0.25 MILE TO A
 GD1468'SIDE ROAD RIGHT AND STOCKDALE STORE ON THE LEFT, CONTINUE AHEAD
 GD1468'FOR 0.2 MILE TO A SIDE ROAD LEFT, CONTINUE AHEAD FOR 0.2 MILE TO A
 GD1468'FORK, TURN LEFT ON MAIN ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT,
 GD1468'CONTINUE AHEAD FOR 0.9 MILE TO ANOTHER GRAVEL SIDE ROAD LEFT AT
 GD1468'THE TOP OF A HILL, CONTINUE AHEAD FOR 1.25 MILES TO THE AZIMUTH
 GD1468'MARK ON THE LEFT NEAR THE BOTTOM OF A LONG HILL, CONTINUE AHEAD FOR
 GD1468'0.4 MILE TO A SIDE ROAD LEFT, CONTINUE AHEAD FOR 0.1 MILE TO
 GD1468'HOUSE ON THE LEFT AND A GRAVEL SIDE ROAD, RIGHT, NEAR A CURVE,
 GD1468'TURN RIGHT, LEAVING MAIN ROAD AND FOLLOW GRAVEL ROAD UP HILL FOR
 GD1468'0.4 MILE TO THE TOP OF A RIDGE, TURN RIGHT AND GO SOUTH ON DIM WOODS
 GD1468'ROAD FOR 0.3 MILE TO THE TOP OF A SMALL KNOB AND STATION AS
 GD1468'DESCRIBED.  4-WHEEL DRIVE NEEDED FOR LAST 0.3 MILE.
 GD1468'
 GD1468'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 GD1468
 GD1468                          STATION RECOVERY (1968)
 GD1468
 GD1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1468'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1468'CONDITION.  THE HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION
 GD1468'MARK AND THE REFERENCE MARKS WERE CHECKED, AND VERIFIED THOSE
 GD1468'MEASUREMENTS AS SHOWN IN THE 1952 RECOVERY NOTE.
 GD1468'
 GD1468'DUE TO CHANGES IN THE ROADS AND PROPERTY OWNERSHIP, THE 1952
 GD1468'DESCRIPTION FOR THIS STATION IS NO LONGER ADEQUATE.
 GD1468'
 GD1468'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1468'
 GD1468'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF BIG SANDY,
 GD1468'ABOUT 4 MILES SOUTH-SOUTHEAST OF THE CONFLUENCE OF THE TENNESSEE
 GD1468'RIVER AND BIG SANDY RIVER ON KENTUCKY LAKE, ABOUT 3.7 MILES EAST OF
 GD1468'THE CORNER OF THE BENTON AND HENRY COUNTY LINE, ABOUT 2.0 MILES
 GD1468'WEST OF THE TRI-CORNER OF BENTON, HENRY AND HOUSTON COUNTY LINES,
 GD1468'ABOUT 0.3 OF A MILE DUE SOUTH OF THE BENTON AND HENRY COUNTY LINE AND
 GD1468'THE SOUTH BOUNDARY OF THE BIG SANDY UNIT OF THE TENNESSEE
 GD1468'NATIONAL WILDLIFE REFUGE, AND NEAR THE HIGHEST POINT OF A HIGH,
 GD1468'HEAVILY WOODED, RIDGE ON THE PROPERTY OF THE CHRISTOPHER FAMILY
 GD1468'ESTATE.
 GD1468'
 GD1468'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO EAST ALONG
 GD1468'THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.1 OF A MILE TO A
 GD1468'CROSSROAD.  HERE TURN LEFT, CROSSING THE RAILROAD TRACKS AND GO
 GD1468'NORTH AND NORTHEAST ON A PAVED ROAD FOR 0.5 OF A MILE TO A FORK
 GD1468'WHERE FAXON ROAD BEARS RIGHT AND LICK CREEK ROAD, COUNTY ROAD S 8150
 GD1468'1, BEARS LEFT.  HERE BEAR LEFT ON LICK CREEK ROAD, COUNTY ROAD
 GD1468'8150 1, AND GO NORTHEASTERLY AND NORTH FOR 6.2 MILES TO THE
 GD1468'JUNCTION WITH COUNTY ROAD 8174 WHERE COUNTY ROAD S 8150 BEARS
 GD1468'RIGHT.  HERE CONTINUE NORTHEASTERLY ON COUNTY ROAD 8174 FOR
 GD1468'1.05 MILES TO THE STOCKDALE CEMETERY ON THE RIGHT IN THE SMALL
 GD1468'COMMUNITY OF LICK CREEK.  CONTINUE NORTHERLY ON COUNTY ROAD 8174 FOR
 GD1468'2.2 MILES TO THE CHRISTOPHER HOME LARGE LOG HOUSE AND SIGN THE
 GD1468'CHRISTOPHERS ON THE RIGHT AND A GRAVELED ROAD SHARP LEFT.  TO REACH
 GD1468'THE AZIMUTH MARK FROM THE GRAVELED ROAD SHARP RIGHT ACROSS THE
 GD1468'MAIN ROAD FROM THE CHRISTOPHER HOME, GO SOUTHEASTERLY ON A
 GD1468'GRAVELED ROAD FOR 0.15 OF A MILE TO THE MARK ON THE RIGHT AS
 GD1468'DESCRIBED.  HERE CONTINUE NORTHERLY ON COUNTY ROAD 8174 FOR 0.45 OF
 GD1468'A MILE TO WHERE COUNTY ROAD 8174 TURNS LEFT AT A SIGN
 GD1468'TENNESSEE NATIONAL WILDLIFE REFUGE U.S.D.I. FISH AND WILDLIFE, AND A
 GD1468'NARROW PAVED ROAD CONTINUES UPHILL.  HERE CONTINUE UPHILL, NORTH AND
 GD1468'NORTHEASTERLY ON THIS PAVED ROAD FOR 0.25 OF A MILE TO A TRIANGLE
 GD1468'BLAZED WHITE OAK WITH A 10-INCH WHITE, ROUND MARKER ATTACHED ON
 GD1468'THE RIGHT AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK EASTERLY
 GD1468'ALONG THE TOP OF THE RIDGE FOR ABOUT 0.3 OF A MILE TO THE STATION
 GD1468'NEAR THE HIGHEST POINT AS DESCRIBED.
 GD1468'
 GD1468'THE STATION IS 39 FEET WEST OF AN 18-INCH, TRIANGLE BLAZED, WHITE
 GD1468'OAK TREE, 36 FEET EAST OF THE APPROXIMATE CENTER OF A DIM WOODS
 GD1468'ROAD, 17 FEET SOUTHEAST OF A 12-INCH, TRIANGLE BLAZED CHESTNUT OAK,
 GD1468'AND 1.4 FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1468'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1468'THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED LICKED 1934.
 GD1468'
 GD1468'REFERENCE MARK NO. 1 IS 17 FEET SOUTH OF A 12-INCH CHINKAPIN OAK
 GD1468'TREE, 16 FEET EAST OF THE APPROXIMATE CENTER OF THE DIM WOODS ROAD, 8
 GD1468'FEET EAST OF A 12-INCH CHINKAPIN OAK TREE, AND 7 FEET WEST OF A
 GD1468'12-INCH BLACK OAK.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1468'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE
 GD1468'DISK IS STAMPED LICKED NO 1 1934.
 GD1468'
 GD1468'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1468'THE DIM WOODS ROAD, 17 FEET SOUTHWEST OF A 12-INCH, TRIANGLE BLAZED
 GD1468'WHITE OAK TREE, 13 FEET NORTH OF A 10-INCH, TRIANGLE BLAZED POST
 GD1468'OAK TREE, AND 12 FEET WEST OF A 10-INCH, TRIANGLE BLAZED HICKORY
 GD1468'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 GD1468'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GD1468'LICKED NO 2 1934.
 GD1468'
 GD1468'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE SOUTH-SOUTHWEST OF THE
 GD1468'STATION, 30 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1468'ROAD, 14 FEET NORTHWEST OF A 16-INCH, TRIANGLE BLAZED WHITE OAK
 GD1468'TREE, 11 FEET NORTH-NORTHEAST OF AN 8-INCH, TRIANGLE BLAZED BLACK
 GD1468'OAK TREE, AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 GD1468'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GD1468'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 12 INCHES AND
 GD1468'THE DISK IS STAMPED LICKED AZI 1934.
 GD1468'
 GD1468'DUE TO NUMEROUS TREES ON LINE, IT WAS NOT POSSIBLE TO MEASURE BETWEEN
 GD1468'THE REFERENCE MARKS.
 GD1468'
 GD1468'NOTE.  THIS STATION CAN NO LONGER BE REACHED WITH FOUR-WHEEL DRIVE AS
 GD1468'PER THE OLD DESCRIPTION.
 GD1468
 GD1468                          STATION RECOVERY (1971)
 GD1468
 GD1468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1468'LICKED STATION MARK RECOVERED IN GOOD CONDITION.
 GD1468'
 GD1468'LICKED 1934 FOUND STAMPED ON THE POINT.
 GD1468'
 GD1468'DESCRIPTION AS IN BULLETIN.
 GD1468'AZ. MK. GOOD, ALSO ALL REF. MKS. GOOD.
 GD1468'
 GD1468'DISTANCE AND DIRECTION FROM NEAREST TOWN 9 MI. N. E. BIG SANDY, TENN.
 GD1468
 GD1468                          STATION RECOVERY (1987)
 GD1468
 GD1468'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GD1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1629 ***********************************************************************
 FD1629  DESIGNATION -  LINDEN
 FD1629  PID         -  FD1629
 FD1629  STATE/COUNTY-  TN/PERRY
 FD1629  USGS QUAD   -  LINDEN (1968)
 FD1629
 FD1629                         *CURRENT SURVEY CONTROL
 FD1629  ___________________________________________________________________
 FD1629* NAD 83(1995)-  35 35 54.00228(N)    087 51 48.59472(W)     ADJUSTED  
 FD1629* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 FD1629  ___________________________________________________________________
 FD1629  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FD1629  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FD1629
 FD1629  HORZ ORDER  -  SECOND
 FD1629
 FD1629.The horizontal coordinates were established by classical geodetic methods
 FD1629.and adjusted by the National Geodetic Survey in April 1999..
 FD1629
 FD1629.The orthometric height was scaled from a topographic map.
 FD1629
 FD1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1629
 FD1629.The geoid height was determined by GEOID03.
 FD1629
 FD1629;                    North         East     Units Scale Factor Converg.
 FD1629;SPC TN       -   141,958.259   431,149.715   MT  0.99995682   -1 05 27.5
 FD1629;SPC TN       -   465,741.39  1,414,530.36   sFT  0.99995682   -1 05 27.5
 FD1629;UTM  16      - 3,939,742.424   421,781.238   MT  0.99967539   -0 30 09.6
 FD1629
 FD1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1629!SPC TN       -   0.99996566  x   0.99995682  =   0.99992248
 FD1629!UTM  16      -   0.99996566  x   0.99967539  =   0.99964106
 FD1629
 FD1629|---------------------------------------------------------------------|
 FD1629| PID    Reference Object                     Distance      Geod. Az  |
 FD1629|                                                           dddmmss.s |
 FD1629| CG6780 LINDEN RM 1                          25.679 METERS 00329     |
 FD1629| CG6781 LINDEN RM 2                          23.695 METERS 12641     |
 FD1629| CG6779 LINDEN AZ MK                                       1612807.8 |
 FD1629|---------------------------------------------------------------------|
 FD1629
 FD1629                          SUPERSEDED SURVEY CONTROL
 FD1629
 FD1629  NAD 83(1995)-  35 35 54.00626(N)    087 51 48.59554(W) AD(       ) 2
 FD1629  NAD 83(1986)-  35 35 54.01243(N)    087 51 48.59542(W) AD(       ) 2
 FD1629  NAD 27      -  35 35 53.76200(N)    087 51 48.50100(W) AD(       ) 2
 FD1629
 FD1629.Superseded values are not recommended for survey control.
 FD1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1629.See file dsdata.txt to determine how the superseded data were derived.
 FD1629
 FD1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2178139742(NAD 83)
 FD1629_MARKER: DS = TRIANGULATION STATION DISK
 FD1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1629
 FD1629  HISTORY     - Date     Condition        Report By
 FD1629  HISTORY     - 1934     MONUMENTED       CGS
 FD1629  HISTORY     - 1962     GOOD             CGS
 FD1629
 FD1629                          STATION DESCRIPTION
 FD1629
 FD1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1629'ABOUT 2.5 MILES SOUTHWEST OF LINDEN, ON DIVIDE BETWEEN BUFFALO AND
 FD1629'TENNESSEE RIVERS,
 FD1629'ON HILL KNOWN LOCALLY AS SQUIRREL HOLLOW HILL, ON
 FD1629'PROPERTY OF A TIE COMPANY, 42 FEET
 FD1629'SOUTHEAST OF LEANING 20-INCH OAK,
 FD1629'AND 28.5 FEET EAST OF DOUBLE CHESTNUT TREE WITH
 FD1629'TRIANGULAR BLAZE.  TO
 FD1629'REACH FROM POST OFFICE AT LINDEN, FOLLOW STATE ROUTE 13 SOUTH 1.15
 FD1629'MILES TO
 FD1629'JUNCTION WITH STATE ROUTE 20, GO 1.05 MILES ON ROUTE 13 AND
 FD1629'TURN SHARPLY TO RIGHT AT
 FD1629'SLANTING CROSSROAD NEAR TOP OF GRADE, GO
 FD1629'0.85 MILE AND TURN ONTO LEFT FORK, CONTINUE
 FD1629'0.7 MILE AND TURN ONTO
 FD1629'LEFT FORK AT CREEK, GO 0.25 MILE TO GAP AND TO RIGHT AROUND
 FD1629'MAIL BOX OF W A
 FD1629'SEAGRAVES, FOLLOW WOODS ROAD ALONG RIDGE 0.3 MILE KEEPING
 FD1629'RIGHT AND PASSING ANDY
 FD1629'ANDERSONS HOUSE ON LEFT, GO ALONG TOP OF RIDGE
 FD1629'0.4 MILE TO TOP OF GRADE AND
 FD1629'TRIANGLE-BLAZED TREE ON RIGHT, AND
 FD1629'THENCE UP SLIGHT HILL ON RIGHT ABOUT 50 YARDS
 FD1629'TO STATION.  SURFACE
 FD1629'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1629'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FD1629'IN CONCRETE.  NO 1
 FD1629'IS SLIGHTLY LOWER IN ELEVATION THAN AND
 FD1629'84.25 FEET FROM STATION N 03 DEG 29 MIN W.
 FD1629'NO 2 IS SLIGHTLY
 FD1629'LOWER IN ELEVATION THAN 77.74 FEET FROM STATION S 53 DEG 19 MIN E.
 FD1629'AZIMUTH MARK IS ON EAST SIDE OF MARSH CREEK ROAD, AT NORTH
 FD1629'POINT OF CURVATURE, 5
 FD1629'FEET WEST OF RAIL FENCE OF ED KIMBLE, AND 0.7
 FD1629'MILE FROM STATION S 18 DEG 32 MIN E.
 FD1629'FIRE LOOKOUT
 FD1629'TOWER NEAR STATION POPE (SEE DESCRIPTION OF STATION POPE)
 FD1629'IS 9.7 MILES
 FD1629'FROM STATION  32 DEG 30 MIN E.
 FD1629
 FD1629                          STATION RECOVERY (1962)
 FD1629
 FD1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1629'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FD1629'DUE TO THE MANY CHANGES
 FD1629'IN THE ROADS AND PROPERTY OWNERS, THE ORIGINAL
 FD1629'DESCRIPTION IS NO LONGER ADEQUATE.
 FD1629'FOLLOWING IS A NEW AND COMPLETE
 FD1629'DESCRIPTION.
 FD1629'
 FD1629'THE STATION IS ON THE PROPERTY OF MR ERVIN SHELTON ABOUT 2.5 MILES
 FD1629'SOUTHWEST OF LINDEN, ON TOP
 FD1629'OF A HILL KNOWN LOCALLY AS SQUIRREL HOLLOW HILL ON THE
 FD1629'DIVIDE BETWEEN THE BUFFALO AND
 FD1629'TENNESSEE RIVERS.
 FD1629'
 FD1629'TO REACH FROM THE POST OFFICE IN LINDEN, ABOUT 0.2 MILE WEST OF THE
 FD1629'SOUTHWEST CORNER OF THE
 FD1629'PERRY COUNTY COURTHOUSE SQUARE, GO WEST ON STATE ROUTES
 FD1629'100 AND 20 FOR 1.2 MILES TO
 FD1629'WHERE STATE ROUTES 100 AND 20 CONTINUE
 FD1629'STRAIGHT AHEAD AND COUNTY ROAD R 7027 BEARS
 FD1629'RIGHT AND COUNTY ROAD R
 FD1629'7184 (OLD STATE ROUTE 13 BYPASS) BEARS LEFT.  HERE BEAR LEFT
 FD1629'ON COUNTY
 FD1629'ROAD R 7184 AND GO SOUTHWEST AND SOUTH FOR 3.1 MILES TO A
 FD1629'CURVE AND THE STATION ON
 FD1629'THE LEFT IN WOODS AS DESCRIBED.
 FD1629'
 FD1629'THE STATION IS 118 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 FD1629'R 7184, 38 FEET WEST OF A
 FD1629'20-INCH, TRIANGLE BLAZED OAK TREE, 28 FEET EAST OF
 FD1629'A FORKED CHESTNUT OAK TREE, 27 FEET
 FD1629'NORTH OF A 16-INCH, TRIANGLE
 FD1629'BLAZED OAK TREE, AND 0.9 FOOT WEST OF A METAL WITNESS
 FD1629'POST AND SIGN.  IT
 FD1629'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1629'MONUMENT THAT
 FD1629'PROJECTS 8 INCHES AND THE DISK IS STAMPED LINDEN 1934.
 FD1629'
 FD1629'REFERENCE MARK NO 1 IS 32 FEET NORTHEAST OF A 16-INCH, TRIANGLE
 FD1629'BLAZED OAK TREE AND 18 FEET
 FD1629'NORTHWEST OF A 10-INCH, TRIANGLE BLAZED OAK TREE.  IT IS
 FD1629'A STANDARD DISK SET IN THE TOP
 FD1629'OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1629'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FD1629'LINDEN NO 1 1934.
 FD1629'
 FD1629'REFERENCE MARK NO 2 IS 29 FEET SOUTH OF A 12-INCH, TRIANGLE BLAZED
 FD1629'OAK TREE AND 22 FEET
 FD1629'SOUTHWEST OF A 12-INCH, TIRANGLE BLAZED OAK TREE.  IT IS
 FD1629'A STANDARD DISK SET IN THE TOP
 FD1629'OF A 12-INCH, ROUND, CONCRETE MONUMENT
 FD1629'THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED
 FD1629'LINDEN NO 2 1934.
 FD1629'
 FD1629'THE AZIMUTH MARK IS NEAR A HOLLY BUSH IN THE LAWN OF THE YARD OF MR B
 FD1629'N ASHLEY, 52 FEET
 FD1629'EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AT
 FD1629'POINT OF CURVE, 28 FEET WEST OF
 FD1629'THE SOUTHWEST CORNER OF A HOUSE AND
 FD1629'25 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 FD1629'GARAGE.  IT IS A
 FD1629'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1629'FLUSH CONCRETE
 FD1629'MONUMENT AND THE DISK IS STAMPED LINDEN AZI 1934.
 FD1629'
 FD1629'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON COUNTY
 FD1629'ROAD R 7184 FOR 0.5
 FD1629'MILE TO AN ANGLING CROSSROAD (AIRPORT ROAD) AND A
 FD1629'GRAVELED ROAD THAT BEARS LEFT,
 FD1629'BEAR LEFT ON THIS GRAVELED ROAD AND
 FD1629'CONTINUE SOUTHERLY FOR 0.3 MILE TO A T CROSSROAD
 FD1629'AT THE TOP OF THE
 FD1629'RIDGE, TURN LEFT AND GO EASTERLY DOWN A STEEP HILL FOR 0.5 MILE TO
 FD1629'NEW STATE ROUTE
 FD1629'13, CROSS OVER STATE ROUTE 13 AND CONTINUE EASTERLY
 FD1629'ON GRAVELED ROAD FOR 0.35 MILE TO
 FD1629'WHERE THE ROAD CURVES LEFT AND THE
 FD1629'HOME OF MR B N ASHLEY STRAIGHT AHEAD AND THE MARK AS
 FD1629'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0419 ***********************************************************************
 FE0419  DESIGNATION -  LINE
 FE0419  PID         -  FE0419
 FE0419  STATE/COUNTY-  TN/MCNAIRY
 FE0419  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0419
 FE0419                         *CURRENT SURVEY CONTROL
 FE0419  ___________________________________________________________________
 FE0419* NAD 83(1995)-  35 13 57.24282(N)    088 22 12.33819(W)     ADJUSTED  
 FE0419* NAVD 88     -       141.422  (meters)     463.98   (feet)  ADJUSTED  
 FE0419  ___________________________________________________________________
 FE0419  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 FE0419  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0419  DYNAMIC HT  -         141.293 (meters)     463.56  (feet)  COMP
 FE0419  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0419
 FE0419  HORZ ORDER  -  SECOND
 FE0419  VERT ORDER  -  SECOND    CLASS 0
 FE0419
 FE0419.The horizontal coordinates were established by classical geodetic methods
 FE0419.and adjusted by the National Geodetic Survey in April 1999..
 FE0419
 FE0419.The orthometric height was determined by differential leveling
 FE0419.and adjusted by the National Geodetic Survey in June 1991..
 FE0419
 FE0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0419
 FE0419.The geoid height was determined by GEOID03.
 FE0419
 FE0419.The dynamic height is computed by dividing the NAVD 88
 FE0419.geopotential number by the normal gravity value computed on the
 FE0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0419.degrees latitude (g = 980.6199 gals.).
 FE0419
 FE0419.The modeled gravity was interpolated from observed gravity values.
 FE0419
 FE0419;                    North         East     Units Scale Factor Converg.
 FE0419;SPC TN       -   102,382.776   384,272.833   MT  1.00000312   -1 23 15.2
 FE0419;SPC TN       -   335,900.82  1,260,735.12   sFT  1.00000312   -1 23 15.2
 FE0419;UTM  16      - 3,899,694.440   375,327.425   MT  0.99979155   -0 47 25.8
 FE0419
 FE0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0419!SPC TN       -   0.99998214  x   1.00000312  =   0.99998526
 FE0419!UTM  16      -   0.99998214  x   0.99979155  =   0.99977369
 FE0419
 FE0419|---------------------------------------------------------------------|
 FE0419| PID    Reference Object                     Distance      Geod. Az  |
 FE0419|                                                           dddmmss.s |
 FE0419| CG3704 LINE RM 1                            25.572 METERS 11219     |
 FE0419| FE0424 FREDS                               APPROX. 2.1 KM 1192927.8 |
 FE0419| FE2261 ADAMSVILLE MUNICIPAL TANK           APPROX. 1.0 KM 2661932.8 |
 FE0419| CG3705 LINE RM 2                            26.090 METERS 28543     |
 FE0419|---------------------------------------------------------------------|
 FE0419
 FE0419                          SUPERSEDED SURVEY CONTROL
 FE0419
 FE0419  NAD 83(1995)-  35 13 57.24541(N)    088 22 12.33926(W) AD(       ) 2
 FE0419  NAD 83(1995)-  35 13 57.24604(N)    088 22 12.33864(W) AD(       ) 2
 FE0419  NAD 83(1995)-  35 13 57.25079(N)    088 22 12.33884(W) AD(       ) 2
 FE0419  NAD 83(1986)-  35 13 57.25190(N)    088 22 12.33863(W) AD(       ) 2
 FE0419  NAD 27      -  35 13 56.95870(N)    088 22 12.19540(W) AD(       ) 2
 FE0419  NGVD 29 (??/??/??)  141.420  (m)          463.98   (f) ADJUSTED    2 0
 FE0419
 FE0419.Superseded values are not recommended for survey control.
 FE0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0419.See file dsdata.txt to determine how the superseded data were derived.
 FE0419
 FE0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD7532799694(NAD 83)
 FE0419_MARKER: DS = TRIANGULATION STATION DISK
 FE0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0419_STAMPING: LINE 1962
 FE0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0419+STABILITY: SURFACE MOTION
 FE0419
 FE0419  HISTORY     - Date     Condition        Report By
 FE0419  HISTORY     - 1962     MONUMENTED       TNHD
 FE0419  HISTORY     - 1962     GOOD             TNHD
 FE0419
 FE0419                          STATION DESCRIPTION
 FE0419
 FE0419'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FE0419'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF ADAMSVILLE.
 FE0419'
 FE0419'TO REACH THE STATION FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHEAST
 FE0419'ON STATE ROUTE NO. 15 FOR 1.2 MILES TO THE STATION ON THE
 FE0419'LEFT AS DESCRIBED.
 FE0419'
 FE0419'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 FE0419'DEPARTMENT DISKS STAMPED LINE 1962. THE SURFACE MARK DISK IS
 FE0419'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT. THE UNDERGROUND
 FE0419'DISK IS ABOUT 30 INCHES BELOW THE SURFACE. THE STATION IS 34
 FE0419'FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE NO. 15 AND 2.4
 FE0419'FEET SOUTH OF A WITNESS POST.
 FE0419'
 FE0419'REFERENCE MARK NO. 1 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0419'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0419'DISK IS STAMPED LINE RM-1 1962. IT IS 34 FEET NORTH OF THE
 FE0419'APPROXIMATE CENTER OF STATE ROUTE NO. 15 AND 9 FEET SOUTH OF A
 FE0419'FENCE.
 FE0419'
 FE0419'REFERENCE MARK NO. 2 IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FE0419'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FE0419'DISK IS STAMPED LINE RM-2 1962. IT IS 28 FEET NORTH OF THE
 FE0419'APPROXIMATE CENTER OF STATE ROUTE NO. 15 AND 2 FEET SOUTH OF A
 FE0419'FENCE.
 FE0419'
 FE0419'TRAVERSE STATION FREDS 1962 IS VISIBLE FROM THE GROUND, THEREFORE NO
 FE0419'AZIMUTH MARK WAS ESTABLISHED.
 FE0419'
 FE0419'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
 FE0419
 FE0419                          STATION RECOVERY (1962)
 FE0419
 FE0419'RECOVERY NOTE BY TN HIGHWAY DEPT 1962
 FE0419'1.2 MI NE FROM ADAMSVILLE.
 FE0419'FROM THE POST OFFICE IN ADAMSVILLE, GO NORTHEAST ON U.S. HIGHWAY
 FE0419'64 FOR 1.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.  THE
 FE0419'MARK IS LOCATED 34 FEET NORTH OF THE CENTERLINE OF U.S. 64 AND
 FE0419'2.4 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 FE0419'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 FE0419'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3589 ***********************************************************************
 GA3589  DESIGNATION -  LINE
 GA3589  PID         -  GA3589
 GA3589  STATE/COUNTY-  TN/CLAIBORNE
 GA3589  USGS QUAD   -  WHEELER (1978)
 GA3589
 GA3589                         *CURRENT SURVEY CONTROL
 GA3589  ___________________________________________________________________
 GA3589* NAD 83(1995)-  36 31 45.32584(N)    083 37 23.85292(W)     ADJUSTED  
 GA3589* NAVD 88     -       464.4    (meters)    1524.     (feet)  VERTCON   
 GA3589  ___________________________________________________________________
 GA3589  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 GA3589  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GA3589
 GA3589  HORZ ORDER  -  SECOND
 GA3589
 GA3589.The horizontal coordinates were established by classical geodetic methods
 GA3589.and adjusted by the National Geodetic Survey in April 1999..
 GA3589
 GA3589.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3589
 GA3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3589
 GA3589.The geoid height was determined by GEOID03.
 GA3589
 GA3589;                    North         East     Units Scale Factor Converg.
 GA3589;SPC TN       -   246,227.190   812,835.449   MT  1.00002191   +1 23 29.1
 GA3589;SPC TN       -   807,830.37  2,666,777.64   sFT  1.00002191   +1 23 29.1
 GA3589;UTM  17      - 4,045,855.074   265,134.641   MT  1.00027967   -1 33 43.9
 GA3589
 GA3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3589!SPC TN       -   0.99993193  x   1.00002191  =   0.99995384
 GA3589!UTM  17      -   0.99993193  x   1.00027967  =   1.00021158
 GA3589
 GA3589:                Primary Azimuth Mark                     Grid Az
 GA3589:SPC TN       -  MABE                                     142 41 53.2
 GA3589:UTM  17      -  MABE                                     145 39 06.2
 GA3589
 GA3589|---------------------------------------------------------------------|
 GA3589| PID    Reference Object                     Distance      Geod. Az  |
 GA3589|                                                           dddmmss.s |
 GA3589| GA3043 MABE                                APPROX. 2.3 KM 1440522.3 |
 GA3589| DB9606 LINE RM 1                            11.908 METERS 17249     |
 GA3589| DB9607 LINE RM 2                             9.786 METERS 30735     |
 GA3589|---------------------------------------------------------------------|
 GA3589
 GA3589                          SUPERSEDED SURVEY CONTROL
 GA3589
 GA3589  NAD 83(1995)-  36 31 45.32699(N)    083 37 23.85391(W) AD(       ) 2
 GA3589  NAD 83(1995)-  36 31 45.32275(N)    083 37 23.84566(W) AD(       ) 2
 GA3589  NAD 83(1995)-  36 31 45.33490(N)    083 37 23.85392(W) AD(       ) 2
 GA3589  NAD 83(1986)-  36 31 45.33563(N)    083 37 23.85374(W) AD(       ) 2
 GA3589  NAD 27      -  36 31 45.04910(N)    083 37 24.17776(W) AD(       ) 2
 GA3589  NGVD 29 (07/19/86)  464.5    (m)         1524.     (f) VERT ANG       
 GA3589
 GA3589.Superseded values are not recommended for survey control.
 GA3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3589.See file dsdata.txt to determine how the superseded data were derived.
 GA3589
 GA3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6513545855(NAD 83)
 GA3589_MARKER: DD = SURVEY DISK
 GA3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3589
 GA3589  HISTORY     - Date     Condition        Report By
 GA3589  HISTORY     - 1963     MONUMENTED       TNHD
 GA3589
 GA3589                          STATION DESCRIPTION
 GA3589
 GA3589'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3589'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF TAZEWELL.
 GA3589'
 GA3589'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE
 GA3589'ROUTE 33 IN TAZEWELL, GO
 GA3589'5.4 MILES NORTHEASTERLY ON U.S.  HIGHWAY 25E TO A
 GA3589'PAVED ROAD ON THE LEFT, TURN LEFT
 GA3589'AND GO 0.4 MILE NORTHWESTERLY TO A
 GA3589'GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO 0.25
 GA3589'MILE WEST ON THE
 GA3589'GRAVELED ROAD TO A WOODEN GATE ON THE RIGHT.  TURN RIGHT THROUGH
 GA3589'GATE AND CONTINUE
 GA3589'NORTHEAST FOR 0.1 MILE UP A HILL TO A POWER LINE CUT,
 GA3589'FROM HERE FOLLOW POWER LINE
 GA3589'NORTHERLY FOR 0.2 MILE TO THE STATION ON
 GA3589'THE LEFT SIDE OF CUT.
 GA3589'
 GA3589'THE STATION IS 98 FEET SOUTH OF THE POWER POLE NO. 74 AND 21 FEET
 GA3589'NORTHEAST OF A TWIN-TRUNKED
 GA3589'TULIP POPLAR TREE WITH A WITNESS SIGN NAILED ON IT.
 GA3589'THE SURFACE AND UNDERGROUND MARKS
 GA3589'ARE STANDARD TENNESSEE HIGHWAY
 GA3589'DEPARTMENT DISKS AND ARE STAMPED LINE 1963.  THE
 GA3589'UNDERGROUND MARK IS
 GA3589'ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A
 GA3589'10-INCH SQUARE,
 GA3589'FLUSH, CONCRETE MONUMENT.
 GA3589'
 GA3589'REFERENCE MARK NO. 1 IS 18 FEET SOUTHEAST OF A 10-INCH WALNUT TREE
 GA3589'AND 8 FEET EAST OF A
 GA3589'10-INCH HICKORY TREE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3589'DEPARTMENT DISK SET IN A
 GA3589'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA3589'THE DISK IS STAMPED LINE RM-1 1963.
 GA3589'
 GA3589'REFERENCE MARK NO. 2 IS 9 FEET EAST OF A 10-INCH OAK TREE AND 8 FEET
 GA3589'NORTHWEST OF A TWIN-TRUNKED
 GA3589'WILD CHERRY TREE.  IT IS A STANDARD TENNESSEE
 GA3589'HIGHWAY DEPARTMENT DISK SET IN A
 GA3589'10-INCH SQUARE, FLUSH, CONCRETE
 GA3589'MONUMENT AND THE DISK IS STAMPED LINE RM-2 1963.
 GA3589'
 GA3589'THE TRAVERSE GROUND STATIONS RIVER AND/OR MABE WILL SERVE AS THE
 GA3589'AZIMUTH MARK.
 GA3589'
 GA3589'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3589'
 GA3589'THE STATION IS LOCATED ON THE PROPERTY OF FORESTER WYLIE IN THE
 GA3589'KENTUCKY UTILITY
 GA3589'DISTRICT POWER LINE EASEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0420 ***********************************************************************
 FE0420  DESIGNATION -  LINE RM 1
 FE0420  PID         -  FE0420
 FE0420  STATE/COUNTY-  TN/MCNAIRY
 FE0420  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0420
 FE0420                         *CURRENT SURVEY CONTROL
 FE0420  ___________________________________________________________________
 FE0420* NAD 83(1986)-  35 13 57.     (N)    088 22 12.     (W)     SCALED    
 FE0420* NAVD 88     -       141.264  (meters)     463.46   (feet)  ADJUSTED  
 FE0420  ___________________________________________________________________
 FE0420  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0420  DYNAMIC HT  -         141.135 (meters)     463.04  (feet)  COMP
 FE0420  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0420
 FE0420  VERT ORDER  -  SECOND    CLASS 0
 FE0420
 FE0420.The horizontal coordinates were scaled from a topographic map and have
 FE0420.an estimated accuracy of +/- 6 seconds.
 FE0420
 FE0420.The orthometric height was determined by differential leveling
 FE0420.and adjusted by the National Geodetic Survey in June 1991..
 FE0420
 FE0420.The geoid height was determined by GEOID03.
 FE0420
 FE0420.The dynamic height is computed by dividing the NAVD 88
 FE0420.geopotential number by the normal gravity value computed on the
 FE0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0420.degrees latitude (g = 980.6199 gals.).
 FE0420
 FE0420.The modeled gravity was interpolated from observed gravity values.
 FE0420
 FE0420;                    North         East    Units  Estimated Accuracy
 FE0420;SPC TN       -   102,380.      384,280.      MT  (+/- 180 meters Scaled)
 FE0420
 FE0420                          SUPERSEDED SURVEY CONTROL
 FE0420
 FE0420  NGVD 29 (??/??/??)  141.262  (m)          463.46   (f) ADJUSTED    2 0
 FE0420
 FE0420.Superseded values are not recommended for survey control.
 FE0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0420.See file dsdata.txt to determine how the superseded data were derived.
 FE0420
 FE0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD753996(NAD 83)
 FE0420_MARKER: DR = REFERENCE MARK DISK
 FE0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0420_STAMPING: LINE RM-1 1962
 FE0420_MARK LOGO: TNHD  
 FE0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0420+STABILITY: SURFACE MOTION
 FE0420
 FE0420  HISTORY     - Date     Condition        Report By
 FE0420  HISTORY     - 1962     MONUMENTED       TNHD
 FE0420
 FE0420                          STATION DESCRIPTION
 FE0420
 FE0420'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0420'1 MI NE FROM ADAMSVILLE.
 FE0420'THIS MARK IS LOCATED AT THE LINE 1962 STATION SITE, 34 FEET
 FE0420'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND 9 FEET SOUTH OF AN
 FE0420'EAST-WEST FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0420'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FE0420'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0418 ***********************************************************************
 FE0418  DESIGNATION -  LINE RM 2
 FE0418  PID         -  FE0418
 FE0418  STATE/COUNTY-  TN/MCNAIRY
 FE0418  USGS QUAD   -  PITTSBURG LANDING (1972)
 FE0418
 FE0418                         *CURRENT SURVEY CONTROL
 FE0418  ___________________________________________________________________
 FE0418* NAD 83(1986)-  35 13 58.     (N)    088 22 12.     (W)     SCALED    
 FE0418* NAVD 88     -       141.200  (meters)     463.25   (feet)  ADJUSTED  
 FE0418  ___________________________________________________________________
 FE0418  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 FE0418  DYNAMIC HT  -         141.071 (meters)     462.83  (feet)  COMP
 FE0418  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 FE0418
 FE0418  VERT ORDER  -  SECOND    CLASS 0
 FE0418
 FE0418.The horizontal coordinates were scaled from a topographic map and have
 FE0418.an estimated accuracy of +/- 6 seconds.
 FE0418
 FE0418.The orthometric height was determined by differential leveling
 FE0418.and adjusted by the National Geodetic Survey in June 1991..
 FE0418
 FE0418.The geoid height was determined by GEOID03.
 FE0418
 FE0418.The dynamic height is computed by dividing the NAVD 88
 FE0418.geopotential number by the normal gravity value computed on the
 FE0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0418.degrees latitude (g = 980.6199 gals.).
 FE0418
 FE0418.The modeled gravity was interpolated from observed gravity values.
 FE0418
 FE0418;                    North         East    Units  Estimated Accuracy
 FE0418;SPC TN       -   102,410.      384,280.      MT  (+/- 180 meters Scaled)
 FE0418
 FE0418                          SUPERSEDED SURVEY CONTROL
 FE0418
 FE0418  NGVD 29 (??/??/??)  141.197  (m)          463.24   (f) ADJUSTED    2 0
 FE0418
 FE0418.Superseded values are not recommended for survey control.
 FE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0418.See file dsdata.txt to determine how the superseded data were derived.
 FE0418
 FE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD753997(NAD 83)
 FE0418_MARKER: DR = REFERENCE MARK DISK
 FE0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0418_STAMPING: LINE RM-2 1962
 FE0418_MARK LOGO: TNHD  
 FE0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0418+STABILITY: SURFACE MOTION
 FE0418
 FE0418  HISTORY     - Date     Condition        Report By
 FE0418  HISTORY     - 1962     MONUMENTED       TNHD
 FE0418
 FE0418                          STATION DESCRIPTION
 FE0418
 FE0418'DESCRIBED BY TN HIGHWAY DEPT 1962
 FE0418'1 MI NE FROM ADAMSVILLE.
 FE0418'THIS MARK IS LOCATED AT THE LINE 1962 STATION SITE, 28 FEET
 FE0418'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND 2 FEET SOUTH OF AN
 FE0418'EAST-WEST FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FE0418'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FE0418'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2611 ***********************************************************************
 GB2611  DESIGNATION -  LINGER LAKE ATT MICROWAVE TWR
 GB2611  PID         -  GB2611
 GB2611  STATE/COUNTY-  TN/CUMBERLAND
 GB2611  USGS QUAD   -  FOX CREEK (1974)
 GB2611
 GB2611                         *CURRENT SURVEY CONTROL
 GB2611  ___________________________________________________________________
 GB2611* NAD 83(1995)-  36 01 18.87274(N)    084 58 19.71075(W)     ADJUSTED  
 GB2611* NAVD 88     -                                                        
 GB2611  ___________________________________________________________________
 GB2611  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GB2611  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GB2611
 GB2611  HORZ ORDER  -  THIRD
 GB2611
 GB2611.The horizontal coordinates were established by classical geodetic methods
 GB2611.and adjusted by the National Geodetic Survey in April 1999..
 GB2611
 GB2611
 GB2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2611
 GB2611.The geoid height was determined by GEOID03.
 GB2611
 GB2611;                    North         East     Units Scale Factor Converg.
 GB2611;SPC TN       -   187,832.846   692,643.851   MT  0.99995376   +0 36 06.3
 GB2611;SPC TN       -   616,248.26  2,272,449.03   sFT  0.99995376   +0 36 06.3
 GB2611;UTM  16      - 3,988,280.631   682,727.331   MT  1.00001143   +1 11 34.4
 GB2611
 GB2611                          SUPERSEDED SURVEY CONTROL
 GB2611
 GB2611  NAD 83(1995)-  36 01 18.87831(N)    084 58 19.71076(W) AD(       ) 4
 GB2611  NAD 83(1995)-  36 01 18.87810(N)    084 58 19.71035(W) AD(       ) 4
 GB2611  NAD 83(1986)-  36 01 18.88486(N)    084 58 19.70979(W) AD(       ) 4
 GB2611  NAD 27      -  36 01 18.64000(N)    084 58 19.86800(W) AD(       ) 3
 GB2611
 GB2611.Superseded values are not recommended for survey control.
 GB2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2611.See file dsdata.txt to determine how the superseded data were derived.
 GB2611
 GB2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8272788281(NAD 83)
 GB2611_MARKER: 45 = MICROWAVE TOWER
 GB2611
 GB2611  HISTORY     - Date     Condition        Report By
 GB2611  HISTORY     - 1960     FIRST OBSERVED   CGS
 GB2611  HISTORY     - 1969     GOOD             CGS
 GB2611
 GB2611                          STATION DESCRIPTION
 GB2611
 GB2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2611'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF CROSSVILLE. THE TOWER
 GB2611'IS 285 FEET IN OVER-ALL HEIGHT, COLORED RED AND WHITE AND THE
 GB2611'FLASHING RED LIGHT ON TOP WAS THE POINT INTERSECTED.
 GB2611'
 GB2611'TO REACH THE STATION FROM THE POST OFFICE IN CROSSVILLE, GO NORTHWEST
 GB2611'ON MAIN STREET FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT AND A SIGN
 GB2611'LINGER LAKE, TURN RIGHT, NORTH, FOR 6.2 MILES TO A TRACK ROAD ON THE
 GB2611'RIGHT AND A SIGN SLATE SPRINGS BAPTIST CHURCH, TURN RIGHT, EAST,
 GB2611'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 GB2611
 GB2611                          STATION RECOVERY (1969)
 GB2611
 GB2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 GB2611'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GB2611'
 GB2611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 GB2611'CROSSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0513 ***********************************************************************
 FD0513  DESIGNATION -  LIPCOMB
 FD0513  PID         -  FD0513
 FD0513  STATE/COUNTY-  TN/WILLIAMSON
 FD0513  USGS QUAD   -  FRANKLIN (1981)
 FD0513
 FD0513                         *CURRENT SURVEY CONTROL
 FD0513  ___________________________________________________________________
 FD0513* NAD 83(1995)-  35 59 44.09268(N)    086 47 41.50923(W)     ADJUSTED  
 FD0513* NAVD 88     -       216.206  (meters)     709.34   (feet)  ADJUSTED  
 FD0513  ___________________________________________________________________
 FD0513  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FD0513  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FD0513  DYNAMIC HT  -         216.017 (meters)     708.72  (feet)  COMP
 FD0513  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FD0513
 FD0513  HORZ ORDER  -  SECOND
 FD0513  VERT ORDER  -  SECOND    CLASS 0
 FD0513
 FD0513.The horizontal coordinates were established by classical geodetic methods
 FD0513.and adjusted by the National Geodetic Survey in April 1999..
 FD0513
 FD0513.The orthometric height was determined by differential leveling
 FD0513.and adjusted by the National Geodetic Survey in June 1991..
 FD0513
 FD0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0513
 FD0513.The geoid height was determined by GEOID03.
 FD0513
 FD0513.The dynamic height is computed by dividing the NAVD 88
 FD0513.geopotential number by the normal gravity value computed on the
 FD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0513.degrees latitude (g = 980.6199 gals.).
 FD0513
 FD0513.The modeled gravity was interpolated from observed gravity values.
 FD0513
 FD0513;                    North         East     Units Scale Factor Converg.
 FD0513;SPC TN       -   184,716.209   528,332.364   MT  0.99995236   -0 27 55.2
 FD0513;SPC TN       -   606,023.10  1,733,370.43   sFT  0.99995236   -0 27 55.2
 FD0513;UTM  16      - 3,983,477.808   518,489.493   MT  0.99960421   +0 07 14.0
 FD0513
 FD0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0513!SPC TN       -   0.99997060  x   0.99995236  =   0.99992297
 FD0513!UTM  16      -   0.99997060  x   0.99960421  =   0.99957483
 FD0513
 FD0513|---------------------------------------------------------------------|
 FD0513| PID    Reference Object                     Distance      Geod. Az  |
 FD0513|                                                           dddmmss.s |
 FD0513| FD0512 LIPCOMB RM 2                         23.755 METERS 00017     |
 FD0513| FD0514 LIPCOMB RM 1                         24.284 METERS 10419     |
 FD0513| FD0518 VADEN                               APPROX. 2.6 KM 1972840.1 |
 FD0513|---------------------------------------------------------------------|
 FD0513
 FD0513                          SUPERSEDED SURVEY CONTROL
 FD0513
 FD0513  NAD 83(1995)-  35 59 44.09571(N)    086 47 41.51035(W) AD(       ) 2
 FD0513  NAD 83(1986)-  35 59 44.10316(N)    086 47 41.51196(W) AD(       ) 2
 FD0513  NAD 27      -  35 59 43.87950(N)    086 47 41.51090(W) AD(       ) 2
 FD0513  NGVD 29 (??/??/92)  216.206  (m)          709.34   (f) ADJ UNCH    2 0
 FD0513
 FD0513.Superseded values are not recommended for survey control.
 FD0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0513.See file dsdata.txt to determine how the superseded data were derived.
 FD0513
 FD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1848983478(NAD 83)
 FD0513_MARKER: DE = TRAVERSE STATION DISK
 FD0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0513_STAMPING: LIPCOMB 1960
 FD0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0513+STABILITY: SURFACE MOTION
 FD0513
 FD0513  HISTORY     - Date     Condition        Report By
 FD0513  HISTORY     - 1960     MONUMENTED       TNHD
 FD0513  HISTORY     - 1960     GOOD             CGS
 FD0513  HISTORY     - 1963     GOOD             CGS
 FD0513  HISTORY     - 1963     SEE DESCRIPTION  TNHD
 FD0513
 FD0513                          STATION DESCRIPTION
 FD0513
 FD0513'DESCRIBED BY TN HIGHWAY DEPT 1960 (CAA)
 FD0513'THE STATION IS LCOATED ABOUT 7 MILES NORTH-NORTHEAST OF FRANKLIN, 3
 FD0513'MILES SOUTH OF BRENTWOOD, 1
 FD0513'MILE EAST OF FRANKLIN PIKE AND IN THE SOUTHWEST
 FD0513'CORNER OF LIPSCOMB SCHOOL
 FD0513'PROPERTY.
 FD0513'
 FD0513'TO REACH FROM THE POST OFFICE IN BRENTWOOD, GO SOUTH ON FRANKLIN PIKE
 FD0513'FOR 2.9 MILES TO A SIDE
 FD0513'ROAD LEFT, CALLENDER ROAD, TURN LEFT AND GO 0.9 MILE
 FD0513'TO THE LIPSCOMB SCHOOL ON THE
 FD0513'RIGHT, TURN RIGHT AND GO SOUTH FOR
 FD0513'ABOUT 400 FEET TO THE SOUTHWEST CORNER OF THE
 FD0513'SCHOOL PROPERTY AND THE
 FD0513'MARK AS DESCRIBED.
 FD0513'
 FD0513'IT IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE
 FD0513'POST SET FLUSH WITH THE
 FD0513'GROUND AND THE DISK IS STAMPED LIPCOMB 1960.  IT IS 14
 FD0513'FEET NORTHEAST OF THE SOUTHWEST
 FD0513'FENCE CORNER POST AND 9 FEET
 FD0513'SOUTHEAST OF A METAL WITNESS POST.  THE
 FD0513'UNDERGROUND MARK IS ABOUT
 FD0513'30-INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 FD0513'STAMPED
 FD0513'LIPCOMB 1960.
 FD0513'
 FD0513'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FD0513'CONCRETE POST SET FLUSH WITH
 FD0513'THE GROUND AND THE DISK IS STAMPED LIBCOMB NO 1 1960.
 FD0513'IT IS 1 FOOT NORTH OF A WOVEN
 FD0513'WIRE FENCE.
 FD0513'
 FD0513'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FD0513'CONCRETE POST SET FLUSH WITH
 FD0513'THE GROUND AND THE DISK IS STAMPED LIPCOMB NO 2 1960.
 FD0513'IT IS 1 FOOT EAST OF A WOVEN WIRE
 FD0513'FENCE.
 FD0513'
 FD0513'TRAVERSE STATION VADEN WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION
 FD0513'THEREOF.
 FD0513'
 FD0513'HEIGHT OF LIGHT ABOVE STATION MARK 19.5 METERS.
 FD0513
 FD0513                          STATION RECOVERY (1960)
 FD0513
 FD0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0513'3.4 MI S FROM BRENTWOOD.
 FD0513'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 FD0513'HIGHWAY 31, THEN 1.35 MILE SOUTH ON WILSON PIKE ROAD, THEN
 FD0513'1.9 MILE SOUTH ON INTERSTATE HIGHWAY 65 TO THE LIPCOMB SCHOOL.
 FD0513'THE STATION MARK IS ABOUT 400 FT. SOUTHWEST OF THE SCHOOL
 FD0513'BUILDING, IN THE SOUTHWEST CORNER OF THE SCHOOL GROUNDS, 14 FT.
 FD0513'NORTHEAST OF THE SOUTHWEST FENCE CORNER POST AND 9 FT. SOUTHEAST
 FD0513'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0513'THAT IS FLUSH WITH THE GROUND.
 FD0513
 FD0513                          STATION RECOVERY (1963)
 FD0513
 FD0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WAZ)
 FD0513'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FD0513'EXCELLENT CONDITION.  THE
 FD0513'ORIGINAL TO REACH IS COMPLETELY ADEQUATE.
 FD0513
 FD0513                          STATION RECOVERY (1963)
 FD0513
 FD0513'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 FD0513'THE STATION AND BOTH REFERENCE MARKS, NO. 1 AND NO. 2, WERE DESTROYED
 FD0513'BY CONSTRUCTION FOR INTERSTATE HIGHWAY 65.
 FD0513'
 FD0513'THE SURFACE STATION DISK AND 1 REFERENCE MARK DISK WERE RECOVERED AND
 FD0513'THE DISKS WILL BE FORWARDED TO WASHINGTON.  THE UNDERGROUND MARK WAS
 FD0513'SEARCHED FOR BUT IS CONSIDERED LOST AS THE GROUND AT THE STATION
 FD0513'SITE WAS EXCAVATED ABOUT 6 FEET BELOW THE ORIGINIAL SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0514 ***********************************************************************
 FD0514  DESIGNATION -  LIPCOMB RM 1
 FD0514  PID         -  FD0514
 FD0514  STATE/COUNTY-  TN/WILLIAMSON
 FD0514  USGS QUAD   -  FRANKLIN (1981)
 FD0514
 FD0514                         *CURRENT SURVEY CONTROL
 FD0514  ___________________________________________________________________
 FD0514* NAD 83(1986)-  35 59 43.     (N)    086 47 41.     (W)     SCALED    
 FD0514* NAVD 88     -       215.751  (meters)     707.84   (feet)  ADJUSTED  
 FD0514  ___________________________________________________________________
 FD0514  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FD0514  DYNAMIC HT  -         215.562 (meters)     707.22  (feet)  COMP
 FD0514  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FD0514
 FD0514  VERT ORDER  -  SECOND    CLASS 0
 FD0514
 FD0514.The horizontal coordinates were scaled from a topographic map and have
 FD0514.an estimated accuracy of +/- 6 seconds.
 FD0514
 FD0514.The orthometric height was determined by differential leveling
 FD0514.and adjusted by the National Geodetic Survey in June 1991..
 FD0514
 FD0514.The geoid height was determined by GEOID03.
 FD0514
 FD0514.The dynamic height is computed by dividing the NAVD 88
 FD0514.geopotential number by the normal gravity value computed on the
 FD0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0514.degrees latitude (g = 980.6199 gals.).
 FD0514
 FD0514.The modeled gravity was interpolated from observed gravity values.
 FD0514
 FD0514;                    North         East    Units  Estimated Accuracy
 FD0514;SPC TN       -   184,680.      528,350.      MT  (+/- 180 meters Scaled)
 FD0514
 FD0514                          SUPERSEDED SURVEY CONTROL
 FD0514
 FD0514  NGVD 29 (??/??/92)  215.751  (m)          707.84   (f) ADJ UNCH    2 0
 FD0514
 FD0514.Superseded values are not recommended for survey control.
 FD0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0514.See file dsdata.txt to determine how the superseded data were derived.
 FD0514
 FD0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE185834(NAD 83)
 FD0514_MARKER: DR = REFERENCE MARK DISK
 FD0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0514_STAMPING: LIPCOMB NO 1 1960
 FD0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0514+STABILITY: SURFACE MOTION
 FD0514
 FD0514  HISTORY     - Date     Condition        Report By
 FD0514  HISTORY     - 1960     MONUMENTED       CGS
 FD0514
 FD0514                          STATION DESCRIPTION
 FD0514
 FD0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0514'3.4 MI S FROM BRENTWOOD.
 FD0514'THIS MARK IS LOCATED AT THE LIPCOMB 1960 STATION SITE, 79.6 FT.
 FD0514'EAST OF THE STATION MARK, AND 1 FT. NORTH OF A WOVEN WIRE FENCE.
 FD0514'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 FD0514'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0512 ***********************************************************************
 FD0512  DESIGNATION -  LIPCOMB RM 2
 FD0512  PID         -  FD0512
 FD0512  STATE/COUNTY-  TN/WILLIAMSON
 FD0512  USGS QUAD   -  FRANKLIN (1981)
 FD0512
 FD0512                         *CURRENT SURVEY CONTROL
 FD0512  ___________________________________________________________________
 FD0512* NAD 83(1986)-  35 59 43.     (N)    086 47 41.     (W)     SCALED    
 FD0512* NAVD 88     -       216.135  (meters)     709.10   (feet)  ADJUSTED  
 FD0512  ___________________________________________________________________
 FD0512  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FD0512  DYNAMIC HT  -         215.946 (meters)     708.48  (feet)  COMP
 FD0512  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 FD0512
 FD0512  VERT ORDER  -  SECOND    CLASS 0
 FD0512
 FD0512.The horizontal coordinates were scaled from a topographic map and have
 FD0512.an estimated accuracy of +/- 6 seconds.
 FD0512
 FD0512.The orthometric height was determined by differential leveling
 FD0512.and adjusted by the National Geodetic Survey in June 1991..
 FD0512
 FD0512.The geoid height was determined by GEOID03.
 FD0512
 FD0512.The dynamic height is computed by dividing the NAVD 88
 FD0512.geopotential number by the normal gravity value computed on the
 FD0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0512.degrees latitude (g = 980.6199 gals.).
 FD0512
 FD0512.The modeled gravity was interpolated from observed gravity values.
 FD0512
 FD0512;                    North         East    Units  Estimated Accuracy
 FD0512;SPC TN       -   184,680.      528,350.      MT  (+/- 180 meters Scaled)
 FD0512
 FD0512                          SUPERSEDED SURVEY CONTROL
 FD0512
 FD0512  NGVD 29 (??/??/92)  216.135  (m)          709.10   (f) ADJ UNCH    2 0
 FD0512
 FD0512.Superseded values are not recommended for survey control.
 FD0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0512.See file dsdata.txt to determine how the superseded data were derived.
 FD0512
 FD0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE185834(NAD 83)
 FD0512_MARKER: DR = REFERENCE MARK DISK
 FD0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0512_STAMPING: LIPCOMB NO 2 1960
 FD0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0512+STABILITY: SURFACE MOTION
 FD0512
 FD0512  HISTORY     - Date     Condition        Report By
 FD0512  HISTORY     - 1960     MONUMENTED       CGS
 FD0512
 FD0512                          STATION DESCRIPTION
 FD0512
 FD0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0512'3.4 MI S FROM BRENTWOOD.
 FD0512'THIS MARK IS LOCATED AT THE LIPCOMB 1960 STATION SITE, 78 FT.
 FD0512'NORTH OF THE STATION MARK AND 1 FT. NORTH OF A WOVEN WIRE FENCE.
 FD0512'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 FD0512'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1662 ***********************************************************************
 GB1662  DESIGNATION -  LIVINGSTON
 GB1662  PID         -  GB1662
 GB1662  STATE/COUNTY-  TN/OVERTON
 GB1662  USGS QUAD   -  LIVINGSTON (1986)
 GB1662
 GB1662                         *CURRENT SURVEY CONTROL
 GB1662  ___________________________________________________________________
 GB1662* NAD 83(1986)-  36 23 00.     (N)    085 19 23.     (W)     SCALED    
 GB1662* NAVD 88     -       316.248  (meters)    1037.56   (feet)  ADJUSTED  
 GB1662  ___________________________________________________________________
 GB1662  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB1662  DYNAMIC HT  -         315.965 (meters)    1036.63  (feet)  COMP
 GB1662  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 GB1662
 GB1662  VERT ORDER  -  SECOND    CLASS 0
 GB1662
 GB1662.The horizontal coordinates were scaled from a topographic map and have
 GB1662.an estimated accuracy of +/- 6 seconds.
 GB1662
 GB1662.The orthometric height was determined by differential leveling
 GB1662.and adjusted by the National Geodetic Survey in June 1991..
 GB1662
 GB1662.The geoid height was determined by GEOID03.
 GB1662
 GB1662.The dynamic height is computed by dividing the NAVD 88
 GB1662.geopotential number by the normal gravity value computed on the
 GB1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1662.degrees latitude (g = 980.6199 gals.).
 GB1662
 GB1662.The modeled gravity was interpolated from observed gravity values.
 GB1662
 GB1662;                    North         East    Units  Estimated Accuracy
 GB1662;SPC TN       -   227,660.      660,740.      MT  (+/- 180 meters Scaled)
 GB1662
 GB1662                          SUPERSEDED SURVEY CONTROL
 GB1662
 GB1662  NGVD 29 (??/??/92)  316.330  (m)         1037.83   (f) ADJ UNCH    2 0
 GB1662
 GB1662.Superseded values are not recommended for survey control.
 GB1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1662.See file dsdata.txt to determine how the superseded data were derived.
 GB1662
 GB1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF504277(NAD 83)
 GB1662_MARKER: DB = BENCH MARK DISK
 GB1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB1662_SP_SET: STEP
 GB1662_STAMPING: LIVINGSTON 1935
 GB1662_MARK LOGO: CGS   
 GB1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB1662
 GB1662  HISTORY     - Date     Condition        Report By
 GB1662  HISTORY     - 1935     MONUMENTED       CGS
 GB1662  HISTORY     - 1942     GOOD             NGS
 GB1662
 GB1662                          STATION DESCRIPTION
 GB1662
 GB1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GB1662'AT LIVINGSTON.
 GB1662'AT LIVINGSTON, OVERTON COUNTY, AT THE EAST ENTRANCE TO THE COUNTY
 GB1662'COURTHOUSE, 3 FEET EAST OF THE EAST WALL, IN THE TOP OF A CONCRETE
 GB1662'STEP, 0.8 FEET SOUTH OF THE NORTH EDGE, AND ABOUT 2.0 FEET HIGHER
 GB1662'THAN THE SIDEWALK.  A STANDARD DISK, STAMPED LIVINGSTON 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2479 ***********************************************************************
 GB2479  DESIGNATION -  LIVINGSTON
 GB2479  PID         -  GB2479
 GB2479  STATE/COUNTY-  TN/OVERTON
 GB2479  USGS QUAD   -  LIVINGSTON (1986)
 GB2479
 GB2479                         *CURRENT SURVEY CONTROL
 GB2479  ___________________________________________________________________
 GB2479* NAD 83(1995)-  36 23 13.33116(N)    085 19 09.00419(W)     ADJUSTED  
 GB2479* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 GB2479  ___________________________________________________________________
 GB2479  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 GB2479  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB2479
 GB2479  HORZ ORDER  -  SECOND
 GB2479
 GB2479.The horizontal coordinates were established by classical geodetic methods
 GB2479.and adjusted by the National Geodetic Survey in April 1999..
 GB2479
 GB2479.The orthometric height was scaled from a topographic map.
 GB2479
 GB2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2479
 GB2479.The geoid height was determined by GEOID03.
 GB2479
 GB2479;                    North         East     Units Scale Factor Converg.
 GB2479;SPC TN       -   228,073.190   661,084.181   MT  0.99999488   +0 23 54.9
 GB2479;SPC TN       -   748,270.12  2,168,907.02   sFT  0.99999488   +0 23 54.9
 GB2479;UTM  16      - 4,028,189.846   650,752.190   MT  0.99988001   +0 59 50.3
 GB2479
 GB2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2479!SPC TN       -   0.99995483  x   0.99999488  =   0.99994971
 GB2479!UTM  16      -   0.99995483  x   0.99988001  =   0.99983485
 GB2479
 GB2479:                Primary Azimuth Mark                     Grid Az
 GB2479:SPC TN       -  PILOT                                    060 38 06.3
 GB2479:UTM  16      -  PILOT                                    060 02 10.9
 GB2479
 GB2479|---------------------------------------------------------------------|
 GB2479| PID    Reference Object                     Distance      Geod. Az  |
 GB2479|                                                           dddmmss.s |
 GB2479| GB2382 PILOT                               APPROX. 8.5 KM 0610201.2 |
 GB2479| GB2396 LIVINGSTON MAGNETIC STA              67.565 METERS 20218     |
 GB2479| CG6786 LIVINGSTON RM 1                      30.934 METERS 20616     |
 GB2479| CG6787 LIVINGSTON RM 2                      52.785 METERS 28819     |
 GB2479| CG6785 LIVINGSTON AZ MK                                   3384322.4 |
 GB2479|---------------------------------------------------------------------|
 GB2479
 GB2479                          SUPERSEDED SURVEY CONTROL
 GB2479
 GB2479  NAD 83(1995)-  36 23 13.33232(N)    085 19 09.00493(W) AD(       ) 2
 GB2479  NAD 83(1995)-  36 23 13.34015(N)    085 19 09.00882(W) AD(       ) 2
 GB2479  NAD 83(1986)-  36 23 13.34250(N)    085 19 09.00759(W) AD(       ) 2
 GB2479  NAD 27      -  36 23 13.10800(N)    085 19 09.12500(W) AD(       ) 2
 GB2479
 GB2479.Superseded values are not recommended for survey control.
 GB2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2479.See file dsdata.txt to determine how the superseded data were derived.
 GB2479
 GB2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5075228190(NAD 83)
 GB2479_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GB2479_SETTING: 0 = UNSPECIFIED SETTING
 GB2479_STAMPING: LIVINGSTON 1935
 GB2479_MARK LOGO: CGS   
 GB2479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2479
 GB2479  HISTORY     - Date     Condition        Report By
 GB2479  HISTORY     - 1935     MONUMENTED       CGS
 GB2479  HISTORY     - 1942     GOOD             CGS
 GB2479  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GB2479  HISTORY     - 1974     GOOD             TVA
 GB2479
 GB2479                          STATION DESCRIPTION
 GB2479
 GB2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2479'STATION IS IN THE NE PART OF THE TOWN OF LIVINGSTON, ON THE GROUNDS
 GB2479'OF THE NEW GRAMMAR SCHOOL.
 GB2479'
 GB2479'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE FLUSH WITH THE
 GB2479'GROUND.  IT IS 83.1 FEET NW OF THE SW CORNER OF SCHOOL BUILDING,
 GB2479'98.2 FEET SW OF THE NW CORNER OF SCHOOL BUILDING, 106.5 FEET SE OF
 GB2479'THE SE CORNER OF LIVINGSTON ACADEMY AND 26.4 FEET W OF THE W WALL OF
 GB2479'THE PUBLIC SCHOOL BUILDING.
 GB2479'
 GB2479'UNDERGROUND MARK IS A BLOCK OF CONCRETE 3 FEET BELOW THE GROUND
 GB2479'CONTAINING AT THE CENTER OF ITS UPPER SURFACE A STANDARD BRONZE DISK.
 GB2479'
 GB2479'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IS SW OF STATION,
 GB2479'PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT E OF N-S
 GB2479'WIRE FENCE LINE, 83.2 FEET W OF THE SW CORNER OF THE SCHOOL BUILDING
 GB2479'AND 19 FEET N OF 8-INCH OAK TREE.
 GB2479'
 GB2479'REFERENCE MARK NO. 2 A STANDARD BRONZE DISK IS WNW OF STATION SET IN
 GB2479'CONCRETE SIDEWALK, AND 14.5 FEET S OF THE FRONT ENTRANCE TO
 GB2479'LIVINGSTON ACADEMY.
 GB2479'
 GB2479'AZIMUTH MARK IS ABOUT 350 YARDS NNW OF STATION IN THE N EDGE OF A
 GB2479'PASTURE, 1 FOOT S OF E-W WIRE FENCE LINE, 21 FEET W OF FENCE CORNER,
 GB2479'AND PROJECTS 2 INCHES ABOVE THE GROUND.
 GB2479'
 GB2479'LIVINGSTON MAGNETIC IS SW OF STATION, SET IN 6- BY 6- BY 30-INCH
 GB2479'MARBLE POST, PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT
 GB2479'IS 99 PACES S OF THE FRONT ENTRANCE TO LIVINGSTON ACADEMY, 52 FEET N
 GB2479'OF CENTER LINE OF E-W GRAVEL ROAD, 3.4 FEET N OF N EDGE OF E-W
 GB2479'SIDEWALK, 52.1 FEET E OF E EDGE OF N-S SIDEWALK, AND 11.4 FEET NE OF
 GB2479'TELEPHONE POLE.  (DISTANCE WAS MEASURED BY TRAVERSE TO STATION).
 GB2479'
 GB2479'TO REACH STATION FROM THE NE CORNER OF THE COURTHOUSE, GO E ON STATE
 GB2479'ROUTE 52 FOR 0.2 MILE, TURN LEFT (N) ON ROBERTS STREET FOR 2
 GB2479'BLOCKS, TURN LEFT (W) FOR 50 FEET, THEN TURN RIGHT (N) ON TO DRIVE ON
 GB2479'W SIDE OF SCHOOL BUILDING FOR 100 FEET TO STATION ON LEFT.
 GB2479'
 GB2479'A 77-FOOT TOWER REQUIRED.
 GB2479
 GB2479                          STATION RECOVERY (1942)
 GB2479
 GB2479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (SBS)
 GB2479'REFERENCE MARK 1, IS LOCATED IN THE CAMPUS OF LIVINGSTON ACADEMY,
 GB2479'LIVINGSTON, OVERTON, COUNTY, TENN, ABOUT FIFTY
 GB2479'FEET N OF STREET ON S SIDE OF CAMPUS ALONG THE E BOUNDRY LINE.
 GB2479'
 GB2479'MARKER LIVINGSTON 2, 1935 IS LOCATED IN THE SIDEWALK AT THE S
 GB2479'ENTRANCE TO LIVINGSTON ACADEMY ABOUT TEN FEET FROM S SIDE OF
 GB2479'BUILDING IN THE E EDGE OF THE SIDEWALK.  THIS MARKER IS IN GOOD
 GB2479'CONDITION.
 GB2479'
 GB2479'A THIRD MARKER ON THE GROUNDS OF LIVINGSTON ACADEMY IS MARKED
 GB2479'MAGNETIC STATION.  THE POST OF THIS MARKER HAS CHIPPED EDGES AND
 GB2479'TWO SMALL CRACKS RADIATING FROM THE MARKER PLATE.
 GB2479
 GB2479                          STATION RECOVERY (1949)
 GB2479
 GB2479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (JAW)
 GB2479'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION
 GB2479'EXCEPT THAT THE STATION IN NOW ABOUT ONE FOOT UNDER A GRAVEL
 GB2479'DRIVEWAY.  ALL REFERENCE MARK WERE RECOVERED AS DESCRIBED AND ALSO
 GB2479'THE LIVINGSTON MAGNETIC STATION.
 GB2479
 GB2479                          STATION RECOVERY (1974)
 GB2479
 GB2479'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (NLI)
 GB2479'LIVINGSTON STATION MARK RECOVERED IN GOOD CONDITION.
 GB2479'
 GB2479'LIVINGSTON STATION MARK 1935 FOUND STAMPED ON THE POINT.
 GB2479'
 GB2479'REF NO. 1 FOUND AND RECOVERED IN GOOD CONDITION.
 GB2479'REF NO. 2 NOW INSIDE NEW ADDITION TO SCHOOL.
 GB2479'AZI MARK NOT FOUND, BELIEVE DESTROYED BY DWELLING HOUSE.  STA IS
 GB2479'0.2 UNDERGROUND DRIVE.
 GB2479'93.5 N 75 IN TO SE COR OF NEW ADDITION TO OLD SCHOOL BLDG.
 GB2479'65.6 N-10W TO 30 INCH CHERRY TREE.
 GB2479'
 GB2479'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LIVINGSTON, TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2396 ***********************************************************************
 GB2396  DESIGNATION -  LIVINGSTON MAGNETIC STA
 GB2396  PID         -  GB2396
 GB2396  STATE/COUNTY-  TN/OVERTON
 GB2396  USGS QUAD   -  LIVINGSTON (1986)
 GB2396
 GB2396                         *CURRENT SURVEY CONTROL
 GB2396  ___________________________________________________________________
 GB2396* NAD 83(1995)-  36 23 11.30322(N)    085 19 10.03320(W)     ADJUSTED  
 GB2396* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 GB2396  ___________________________________________________________________
 GB2396  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 GB2396  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB2396
 GB2396  HORZ ORDER  -  SECOND
 GB2396
 GB2396.The horizontal coordinates were established by classical geodetic methods
 GB2396.and adjusted by the National Geodetic Survey in April 1999..
 GB2396
 GB2396.The orthometric height was scaled from a topographic map.
 GB2396
 GB2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2396
 GB2396.The geoid height was determined by GEOID03.
 GB2396
 GB2396;                    North         East     Units Scale Factor Converg.
 GB2396;SPC TN       -   228,010.504   661,058.971   MT  0.99999478   +0 23 54.3
 GB2396;SPC TN       -   748,064.46  2,168,824.31   sFT  0.99999478   +0 23 54.3
 GB2396;UTM  16      - 4,028,126.908   650,727.639   MT  0.99987992   +0 59 49.7
 GB2396
 GB2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2396!SPC TN       -   0.99995483  x   0.99999478  =   0.99994961
 GB2396!UTM  16      -   0.99995483  x   0.99987992  =   0.99983476
 GB2396
 GB2396                          SUPERSEDED SURVEY CONTROL
 GB2396
 GB2396  NAD 83(1995)-  36 23 11.30438(N)    085 19 10.03395(W) AD(       ) 2
 GB2396  NAD 83(1995)-  36 23 11.31221(N)    085 19 10.03783(W) AD(       ) 2
 GB2396  NAD 83(1986)-  36 23 11.31458(N)    085 19 10.03660(W) AD(       ) 2
 GB2396  NAD 27      -  36 23 11.08000(N)    085 19 10.15400(W) AD(       ) 2
 GB2396
 GB2396.Superseded values are not recommended for survey control.
 GB2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2396.See file dsdata.txt to determine how the superseded data were derived.
 GB2396
 GB2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5072828127(NAD 83)
 GB2396_MARKER: DH = HORIZONTAL CONTROL DISK
 GB2396_SETTING: 0 = UNSPECIFIED SETTING
 GB2396_STAMPING: MAGNETIC STATION
 GB2396_MARK LOGO: CGS   
 GB2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2396
 GB2396  HISTORY     - Date     Condition        Report By
 GB2396  HISTORY     - 1935     MONUMENTED       CGS
 GB2396  HISTORY     - 1974     GOOD             TVA
 GB2396
 GB2396                          STATION DESCRIPTION
 GB2396
 GB2396'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1974 (NLI)
 GB2396'LIVINGSTON MAGNETIC STA RECOVERED IN GOOD CONDITION.
 GB2396'
 GB2396'USC AND GS MAGNETIC STATION FOUND STAMPED ON THE POINT.
 GB2396'
 GB2396'DESCRIPTION GOOD.
 GB2396'
 GB2396'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN OF LIVINGSTON,
 GB2396'TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2685 ***********************************************************************
 GB2685  DESIGNATION -  LIVIPORT
 GB2685  PID         -  GB2685
 GB2685  STATE/COUNTY-  TN/OVERTON
 GB2685  USGS QUAD   -  LIVINGSTON (1986)
 GB2685
 GB2685                         *CURRENT SURVEY CONTROL
 GB2685  ___________________________________________________________________
 GB2685* NAD 83(1995)-  36 24 27.58846(N)    085 18 55.87480(W)     ADJUSTED  
 GB2685* NAVD 88     -       415.4    (meters)    1363.     (feet)  VERTCON   
 GB2685  ___________________________________________________________________
 GB2685  X           -     419,742.754 (meters)                     COMP
 GB2685  Y           -  -5,122,421.493 (meters)                     COMP
 GB2685  Z           -   3,764,921.651 (meters)                     COMP
 GB2685  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 GB2685  ELLIP HEIGHT-         385.17  (meters)          (04/12/99) GPS OBS
 GB2685  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB2685
 GB2685  HORZ ORDER  -  THIRD
 GB2685  ELLP ORDER  -  FOURTH    CLASS I
 GB2685
 GB2685.This mark is at Livingston Airport (8A3)
 GB2685
 GB2685.The horizontal coordinates were established by GPS observations
 GB2685.and adjusted by the National Geodetic Survey in April 1999..
 GB2685
 GB2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2685
 GB2685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2685
 GB2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2685
 GB2685.The ellipsoidal height was determined by GPS observations
 GB2685.and is referenced to NAD 83.
 GB2685
 GB2685.The geoid height was determined by GEOID03.
 GB2685
 GB2685;                    North         East     Units Scale Factor Converg.
 GB2685;SPC TN       -   230,364.315   661,395.380   MT  0.99999842   +0 24 02.6
 GB2685;SPC TN       -   755,786.92  2,169,928.01   sFT  0.99999842   +0 24 02.6
 GB2685;UTM  16      - 4,030,483.833   651,039.387   MT  0.99988108   +0 59 59.9
 GB2685
 GB2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2685!SPC TN       -   0.99993955  x   0.99999842  =   0.99993797
 GB2685!UTM  16      -   0.99993955  x   0.99988108  =   0.99982064
 GB2685
 GB2685                          SUPERSEDED SURVEY CONTROL
 GB2685
 GB2685  NAD 83(1995)-  36 24 27.58915(N)    085 18 55.87819(W) AD(       ) 3
 GB2685  NAD 83(1995)-  36 24 27.59212(N)    085 18 55.88154(W) AD(       ) 3
 GB2685  NGVD 29 (09/17/90)  415.5    (m)         1363.     (f) GPS OBS        
 GB2685
 GB2685.Superseded values are not recommended for survey control.
 GB2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2685.See file dsdata.txt to determine how the superseded data were derived.
 GB2685
 GB2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5103930484(NAD 83)
 GB2685_MARKER: I = METAL ROD
 GB2685_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2685_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2685+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1989
 GB2685
 GB2685  HISTORY     - Date     Condition        Report By
 GB2685  HISTORY     - 1987     MONUMENTED       NGS
 GB2685  HISTORY     - 19891013 GOOD
 GB2685
 GB2685                          STATION DESCRIPTION
 GB2685
 GB2685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2685'0.55 MILE NORTHERLY ALONG STATE HIGHWAY 42 BY PASS FROM THE
 GB2685'INTERSECTION OF STATE HIGHWAY 52 NORTHWEST OF LIVINGSTON, TO THE
 GB2685'JUNCTION OF AIRPORT ROAD, THENCE1.05 MILES NORTH ALONG AIRPORT
 GB2685'ROAD TO THE LIVINGSTON MUNICIPAL AIRPORT OFFICE BUILDING, THENCE
 GB2685'0.15 MILE SOUTH ALONG TAXIWAY TO MARK ON RIGHT, A 3-D MARK, STAINLESS
 GB2685'STEEL ROD DRIVEN 12.0 FEET UNTIL REFUSAL, 3 INCHES BELOW GROUND,
 GB2685'ENCASED IN S 3 FOOT GREASED FILLED  1INCH PVC PIPE, ENCASED IN A
 GB2685'5 INCH PVC PIPE WITH A LOG CAP AND ---STAMPED LIVIPORT 1987, RECESSED
 GB2685'1 INCH BELOW GROUND, WITH A REBAR IN CONCRETE 29.6 FEET SOUTHEAST
 GB2685'OF A STEEL PIPE SUPPORTING A REIL, 29.6 FEET EAST OF A FENCE, 50.0
 GB2685'FEET SOUTHWEST OF SOUTHWEST EDGE OF TAXIWAY, 28.3 FEET WEST OF THE
 GB2685'MOST WESTERLY ONE OF 4 THRESHOLD LIGHTS, AND 1.8 FEET NORTHEAST
 GB2685'OF A FIBERGLASS WITNESS POST. 0.3 MILE SOUTHWEST OF LIVIPORT AZ MK
 GB2685'NOTE-- NOTIFY MRS DENISE KEY AT PHONE NUMBER 823-1158 TO GET ON
 GB2685'AIRPORT.
 GB2685
 GB2685                          STATION RECOVERY (1989)
 GB2685
 GB2685'RECOVERED 1989
 GB2685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2686 ***********************************************************************
 GB2686  DESIGNATION -  LIVIPORT AZ MK
 GB2686  PID         -  GB2686
 GB2686  STATE/COUNTY-  TN/OVERTON
 GB2686  USGS QUAD   -  LIVINGSTON (1986)
 GB2686
 GB2686                         *CURRENT SURVEY CONTROL
 GB2686  ___________________________________________________________________
 GB2686* NAD 83(1995)-  36 24 39.03739(N)    085 18 46.58769(W)     ADJUSTED  
 GB2686* NAVD 88     -       415.5    (meters)    1363.     (feet)  VERTCON   
 GB2686  ___________________________________________________________________
 GB2686  X           -     419,956.281 (meters)                     COMP
 GB2686  Y           -  -5,122,193.900 (meters)                     COMP
 GB2686  Z           -   3,765,205.749 (meters)                     COMP
 GB2686  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 GB2686  ELLIP HEIGHT-         385.28  (meters)          (04/12/99) GPS OBS
 GB2686  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 GB2686
 GB2686  HORZ ORDER  -  THIRD
 GB2686  ELLP ORDER  -  FOURTH    CLASS I
 GB2686
 GB2686.This mark is at Livingston Airport (8A3)
 GB2686
 GB2686.The horizontal coordinates were established by GPS observations
 GB2686.and adjusted by the National Geodetic Survey in April 1999..
 GB2686
 GB2686.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2686
 GB2686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GB2686
 GB2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2686
 GB2686.The ellipsoidal height was determined by GPS observations
 GB2686.and is referenced to NAD 83.
 GB2686
 GB2686.The geoid height was determined by GEOID03.
 GB2686
 GB2686;                    North         East     Units Scale Factor Converg.
 GB2686;SPC TN       -   230,718.830   661,624.294   MT  0.99999897   +0 24 08.0
 GB2686;SPC TN       -   756,950.03  2,170,679.04   sFT  0.99999897   +0 24 08.0
 GB2686;UTM  16      - 4,030,840.681   651,264.554   MT  0.99988191   +1 00 05.7
 GB2686
 GB2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2686!SPC TN       -   0.99993954  x   0.99999897  =   0.99993851
 GB2686!UTM  16      -   0.99993954  x   0.99988191  =   0.99982145
 GB2686
 GB2686                          SUPERSEDED SURVEY CONTROL
 GB2686
 GB2686  NAD 83(1995)-  36 24 39.03805(N)    085 18 46.59088(W) AD(       ) 3
 GB2686  NAD 83(1995)-  36 24 39.04104(N)    085 18 46.59446(W) AD(       ) 3
 GB2686  NGVD 29 (09/17/90)  415.6    (m)         1364.     (f) GPS OBS        
 GB2686
 GB2686.Superseded values are not recommended for survey control.
 GB2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2686.See file dsdata.txt to determine how the superseded data were derived.
 GB2686
 GB2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5126530841(NAD 83)
 GB2686_MARKER: I = METAL ROD
 GB2686_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GB2686_SP_SET: OBJECT DRIVEN INTO GROUND
 GB2686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GB2686+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1989
 GB2686
 GB2686  HISTORY     - Date     Condition        Report By
 GB2686  HISTORY     - 1987     MONUMENTED       NGS
 GB2686  HISTORY     - 19891013 GOOD
 GB2686
 GB2686                          STATION DESCRIPTION
 GB2686
 GB2686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GB2686'0.55 MILE NORTHERLY ALONG STATE HIGHWAY 42 BY PASS FORM THE
 GB2686'INTERSECTION OF STATE HIGHWAY 52, NORTHWEST OF LIVINGSTON, TO THE
 GB2686'JUNCTION OF AIRPORT ROAD, THENCE 105 MILE NORTH ALONG AIRPORT ROAD
 GB2686'TO THE LIVINGSTON MUNICIPAL AIRPORT OFFICE BUILDING, THENCE 0.15 MILE
 GB2686'NORTHEASTERLY ALONG THE TAXIWAY TO THE MARK ON LEFT, NEAR A WIND SOCK
 GB2686'A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 4.0 FEET TO REFUSAL, 3 INCHES
 GB2686'BELOW GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE,
 GB2686'ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP AND ---STAMPED LIVIPORT AZ
 GB2686'MK 1987 AND LEVEL WITH GROUND, 110.8 FEET SOUTHEAST OF WIND SOCK,
 GB2686'39.8 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY, 120.5 FEET
 GB2686'NORTHEAST OF NORTHEAST EDGE OF TAXIWAY, 74.0 FEET NORTHEAST
 GB2686'OF CENTER OF BLACK BOX WITH ARROW POINTING TOWARD TAXIWAY,
 GB2686'AND 1.0 FOOT SOUTHWEST OF A FIBERGLASS WITNESS POST.  ALSO
 GB2686'0.3 MILE NORTHEAST OF LIVIPORT 1987.
 GB2686
 GB2686                          STATION RECOVERY (1989)
 GB2686
 GB2686'RECOVERED 1989
 GB2686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0733 ***********************************************************************
 FC0733  DESIGNATION -  LK 1
 FC0733  PID         -  FC0733
 FC0733  STATE/COUNTY-  TN/RHEA
 FC0733  USGS QUAD   -  PENNINE (1990)
 FC0733
 FC0733                         *CURRENT SURVEY CONTROL
 FC0733  ___________________________________________________________________
 FC0733* NAD 83(1986)-  35 39 07.     (N)    084 52 49.     (W)     SCALED    
 FC0733* NAVD 88     -       256.755  (meters)     842.37   (feet)  ADJUSTED  
 FC0733  ___________________________________________________________________
 FC0733  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FC0733  DYNAMIC HT  -         256.512 (meters)     841.57  (feet)  COMP
 FC0733  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FC0733
 FC0733  VERT ORDER  -  FIRST     CLASS II
 FC0733
 FC0733.The horizontal coordinates were scaled from a topographic map and have
 FC0733.an estimated accuracy of +/- 6 seconds.
 FC0733
 FC0733.The orthometric height was determined by differential leveling
 FC0733.and adjusted by the National Geodetic Survey in June 1991..
 FC0733
 FC0733.The geoid height was determined by GEOID03.
 FC0733
 FC0733.The dynamic height is computed by dividing the NAVD 88
 FC0733.geopotential number by the normal gravity value computed on the
 FC0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0733.degrees latitude (g = 980.6199 gals.).
 FC0733
 FC0733.The modeled gravity was interpolated from observed gravity values.
 FC0733
 FC0733;                    North         East    Units  Estimated Accuracy
 FC0733;SPC TN       -   146,880.      701,390.      MT  (+/- 180 meters Scaled)
 FC0733
 FC0733                          SUPERSEDED SURVEY CONTROL
 FC0733
 FC0733  NGVD 29 (??/??/92)  256.836  (m)          842.64   (f) ADJ UNCH    1 2
 FC0733
 FC0733.Superseded values are not recommended for survey control.
 FC0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0733.See file dsdata.txt to determine how the superseded data were derived.
 FC0733
 FC0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE918474(NAD 83)
 FC0733_MARKER: DD = SURVEY DISK
 FC0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0733_SP_SET: CULVERT
 FC0733_STAMPING: LK 1 1942
 FC0733_MARK LOGO: TVA   
 FC0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0733
 FC0733  HISTORY     - Date     Condition        Report By
 FC0733  HISTORY     - 1942     MONUMENTED       TVA
 FC0733  HISTORY     - 1950     GOOD             NGS
 FC0733
 FC0733                          STATION DESCRIPTION
 FC0733
 FC0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0733'3.2 MI S FROM SPRING CITY.
 FC0733'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0733'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 0.4 MILE EAST ALONG
 FC0733'STATE HIGHWAY 68, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 FC0733'HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER WATTS BAR SPUR
 FC0733'RAILWAY, ABOUT 0.15 MILE SOUTHEAST OF A PRIVATE ROAD CROSSING,
 FC0733'43 FEET SOUTHWEST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE
 FC0733'HIGHWAY, 13 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 5 FEET
 FC0733'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0744 ***********************************************************************
 FC0744  DESIGNATION -  LK 10
 FC0744  PID         -  FC0744
 FC0744  STATE/COUNTY-  TN/RHEA
 FC0744  USGS QUAD   -  SPRING CITY (1990)
 FC0744
 FC0744                         *CURRENT SURVEY CONTROL
 FC0744  ___________________________________________________________________
 FC0744* NAD 83(1986)-  35 37 38.     (N)    084 49 03.     (W)     SCALED    
 FC0744* NAVD 88     -       227.312  (meters)     745.77   (feet)  ADJUSTED  
 FC0744  ___________________________________________________________________
 FC0744  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0744  DYNAMIC HT  -         227.098 (meters)     745.07  (feet)  COMP
 FC0744  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 FC0744
 FC0744  VERT ORDER  -  FIRST     CLASS II
 FC0744
 FC0744.The horizontal coordinates were scaled from a topographic map and have
 FC0744.an estimated accuracy of +/- 6 seconds.
 FC0744
 FC0744.The orthometric height was determined by differential leveling
 FC0744.and adjusted by the National Geodetic Survey in June 1991..
 FC0744
 FC0744.The geoid height was determined by GEOID03.
 FC0744
 FC0744.The dynamic height is computed by dividing the NAVD 88
 FC0744.geopotential number by the normal gravity value computed on the
 FC0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0744.degrees latitude (g = 980.6199 gals.).
 FC0744
 FC0744.The modeled gravity was interpolated from observed gravity values.
 FC0744
 FC0744;                    North         East    Units  Estimated Accuracy
 FC0744;SPC TN       -   144,200.      707,110.      MT  (+/- 180 meters Scaled)
 FC0744
 FC0744                          SUPERSEDED SURVEY CONTROL
 FC0744
 FC0744  NGVD 29 (??/??/92)  227.395  (m)          746.05   (f) ADJ UNCH    1 2
 FC0744
 FC0744.Superseded values are not recommended for survey control.
 FC0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0744.See file dsdata.txt to determine how the superseded data were derived.
 FC0744
 FC0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE976447(NAD 83)
 FC0744_MARKER: DD = SURVEY DISK
 FC0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0744_SP_SET: CULVERT
 FC0744_STAMPING: LK 10 1942
 FC0744_MARK LOGO: TVA   
 FC0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0744
 FC0744  HISTORY     - Date     Condition        Report By
 FC0744  HISTORY     - 1942     MONUMENTED       TVA
 FC0744  HISTORY     - 1950     GOOD             NGS
 FC0744
 FC0744                          STATION DESCRIPTION
 FC0744
 FC0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0744'7.4 MI SE FROM SPRING CITY.
 FC0744'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0744'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 4.55 MILES EAST
 FC0744'ALONG STATE HIGHWAY 68, ABOUT 0.3 MILE SOUTHEAST OF THE CROSSING
 FC0744'OF A POWER TRANSMISSION LINE, SET IN THE TOP OF THE CENTER OF THE
 FC0744'NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED PIPE
 FC0744'CULVERT, 46 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 FC0744'NORTHEAST RAIL OF WATTS BAR SPUR RAILWAY, 19 FEET NORTHEAST OF
 FC0744'THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE TRACK.
 FC0744'NOTE-- DISK IS NOT LEVEL.  SOUTHWEST SIDE OF DISK IS HIGHER,
 FC0744'HOWEVER THE RAISED PORTION IN CENTER OF DISK IS STILL HIGH
 FC0744'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0746 ***********************************************************************
 FC0746  DESIGNATION -  LK 11
 FC0746  PID         -  FC0746
 FC0746  STATE/COUNTY-  TN/RHEA
 FC0746  USGS QUAD   -  SPRING CITY (1990)
 FC0746
 FC0746                         *CURRENT SURVEY CONTROL
 FC0746  ___________________________________________________________________
 FC0746* NAD 83(1986)-  35 37 30.     (N)    084 48 57.     (W)     SCALED    
 FC0746* NAVD 88     -       221.920  (meters)     728.08   (feet)  ADJUSTED  
 FC0746  ___________________________________________________________________
 FC0746  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0746  DYNAMIC HT  -         221.711 (meters)     727.40  (feet)  COMP
 FC0746  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 FC0746
 FC0746  VERT ORDER  -  FIRST     CLASS II
 FC0746
 FC0746.The horizontal coordinates were scaled from a topographic map and have
 FC0746.an estimated accuracy of +/- 6 seconds.
 FC0746
 FC0746.The orthometric height was determined by differential leveling
 FC0746.and adjusted by the National Geodetic Survey in June 1991..
 FC0746
 FC0746.The geoid height was determined by GEOID03.
 FC0746
 FC0746.The dynamic height is computed by dividing the NAVD 88
 FC0746.geopotential number by the normal gravity value computed on the
 FC0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0746.degrees latitude (g = 980.6199 gals.).
 FC0746
 FC0746.The modeled gravity was interpolated from observed gravity values.
 FC0746
 FC0746;                    North         East    Units  Estimated Accuracy
 FC0746;SPC TN       -   143,960.      707,270.      MT  (+/- 180 meters Scaled)
 FC0746
 FC0746                          SUPERSEDED SURVEY CONTROL
 FC0746
 FC0746  NGVD 29 (??/??/92)  222.003  (m)          728.35   (f) ADJ UNCH    1 2
 FC0746
 FC0746.Superseded values are not recommended for survey control.
 FC0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0746.See file dsdata.txt to determine how the superseded data were derived.
 FC0746
 FC0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE977445(NAD 83)
 FC0746_MARKER: DD = SURVEY DISK
 FC0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0746_SP_SET: CULVERT
 FC0746_STAMPING: L K 11 1942
 FC0746_MARK LOGO: TVA   
 FC0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0746
 FC0746  HISTORY     - Date     Condition        Report By
 FC0746  HISTORY     - 1942     MONUMENTED       TVA
 FC0746  HISTORY     - 1950     GOOD             NGS
 FC0746
 FC0746                          STATION DESCRIPTION
 FC0746
 FC0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0746'7.6 MI SE FROM SPRING CITY.
 FC0746'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0746'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 4.75 MILES EAST
 FC0746'ALONG STATE HIGHWAY 68, ABOUT 60 YARDS NORTHWEST OF A ROAD
 FC0746'CROSSING (WASHINGTON PIKE), 47 FEET NORTHEAST AND ACROSS THE
 FC0746'HIGHWAY FROM THE NORTHEAST RAIL OF THE WATTS BAR SPUR RAILWAY,
 FC0746'20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 FC0746'TOP OF THE CENTER OF THE NORTHEAST HEAD WALL OF A 6-FOOT CONCRETE
 FC0746'CULVERT AND ABOUT 2 1/2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0747 ***********************************************************************
 FC0747  DESIGNATION -  LK 12
 FC0747  PID         -  FC0747
 FC0747  STATE/COUNTY-  TN/RHEA
 FC0747  USGS QUAD   -  DECATUR (1973)
 FC0747
 FC0747                         *CURRENT SURVEY CONTROL
 FC0747  ___________________________________________________________________
 FC0747* NAD 83(1986)-  35 37 18.     (N)    084 48 41.     (W)     SCALED    
 FC0747* NAVD 88     -       219.646  (meters)     720.62   (feet)  ADJUSTED  
 FC0747  ___________________________________________________________________
 FC0747  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0747  DYNAMIC HT  -         219.439 (meters)     719.94  (feet)  COMP
 FC0747  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FC0747
 FC0747  VERT ORDER  -  FIRST     CLASS II
 FC0747
 FC0747.The horizontal coordinates were scaled from a topographic map and have
 FC0747.an estimated accuracy of +/- 6 seconds.
 FC0747
 FC0747.The orthometric height was determined by differential leveling
 FC0747.and adjusted by the National Geodetic Survey in June 1991..
 FC0747
 FC0747.The geoid height was determined by GEOID03.
 FC0747
 FC0747.The dynamic height is computed by dividing the NAVD 88
 FC0747.geopotential number by the normal gravity value computed on the
 FC0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0747.degrees latitude (g = 980.6199 gals.).
 FC0747
 FC0747.The modeled gravity was interpolated from observed gravity values.
 FC0747
 FC0747;                    North         East    Units  Estimated Accuracy
 FC0747;SPC TN       -   143,590.      707,670.      MT  (+/- 180 meters Scaled)
 FC0747
 FC0747                          SUPERSEDED SURVEY CONTROL
 FC0747
 FC0747  NGVD 29 (??/??/92)  219.729  (m)          720.89   (f) ADJ UNCH    1 2
 FC0747
 FC0747.Superseded values are not recommended for survey control.
 FC0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0747.See file dsdata.txt to determine how the superseded data were derived.
 FC0747
 FC0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE982441(NAD 83)
 FC0747_MARKER: DD = SURVEY DISK
 FC0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0747_SP_SET: CULVERT
 FC0747_STAMPING: L K 12 1942
 FC0747_MARK LOGO: TVA   
 FC0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0747
 FC0747  HISTORY     - Date     Condition        Report By
 FC0747  HISTORY     - 1942     MONUMENTED       TVA
 FC0747  HISTORY     - 1950     GOOD             NGS
 FC0747
 FC0747                          STATION DESCRIPTION
 FC0747
 FC0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0747'7.8 MI SE FROM SPRING CITY.
 FC0747'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0747'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 5.05 MILES EAST
 FC0747'ALONG STATE HIGHWAY 68, ABOUT 0.3 MILE EAST OF A ROAD CROSSING
 FC0747'(WASHINGTON PIKE), 47 FEET NORTH AND ACROSS THE HIGHWAY FROM
 FC0747'THE NORTH RAIL OF THE WATTS BAR SPUR RAILWAY, SET IN THE TOP
 FC0747'OF THE CENTER OF THE NORTH HEAD WALL OF A 6-FOOT CONCRETE CULVERT,
 FC0747'58 YARDS NORTHWEST OF MILE POST 6, 21.5 FEET NORTH OF THE CENTER
 FC0747'LINE OF THE HIGHWAY AND ABOUT 3 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0750 ***********************************************************************
 FC0750  DESIGNATION -  LK 14
 FC0750  PID         -  FC0750
 FC0750  STATE/COUNTY-  TN/RHEA
 FC0750  USGS QUAD   -  DECATUR (1973)
 FC0750
 FC0750                         *CURRENT SURVEY CONTROL
 FC0750  ___________________________________________________________________
 FC0750* NAD 83(1986)-  35 36 31.     (N)    084 47 22.     (W)     SCALED    
 FC0750* NAVD 88     -       228.866  (meters)     750.87   (feet)  ADJUSTED  
 FC0750  ___________________________________________________________________
 FC0750  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0750  DYNAMIC HT  -         228.648 (meters)     750.16  (feet)  COMP
 FC0750  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 FC0750
 FC0750  VERT ORDER  -  FIRST     CLASS II
 FC0750
 FC0750.The horizontal coordinates were scaled from a topographic map and have
 FC0750.an estimated accuracy of +/- 6 seconds.
 FC0750
 FC0750.The orthometric height was determined by differential leveling
 FC0750.and adjusted by the National Geodetic Survey in June 1991..
 FC0750
 FC0750.The geoid height was determined by GEOID03.
 FC0750
 FC0750.The dynamic height is computed by dividing the NAVD 88
 FC0750.geopotential number by the normal gravity value computed on the
 FC0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0750.degrees latitude (g = 980.6199 gals.).
 FC0750
 FC0750.The modeled gravity was interpolated from observed gravity values.
 FC0750
 FC0750;                    North         East    Units  Estimated Accuracy
 FC0750;SPC TN       -   142,170.      709,680.      MT  (+/- 180 meters Scaled)
 FC0750
 FC0750                          SUPERSEDED SURVEY CONTROL
 FC0750
 FC0750  NGVD 29 (??/??/92)  228.947  (m)          751.14   (f) ADJ UNCH    1 2
 FC0750
 FC0750.Superseded values are not recommended for survey control.
 FC0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0750.See file dsdata.txt to determine how the superseded data were derived.
 FC0750
 FC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE002427(NAD 83)
 FC0750_MARKER: DD = SURVEY DISK
 FC0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0750_SP_SET: CULVERT
 FC0750_STAMPING: L K 14 1942
 FC0750_MARK LOGO: TVA   
 FC0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0750
 FC0750  HISTORY     - Date     Condition        Report By
 FC0750  HISTORY     - 1942     MONUMENTED       TVA
 FC0750  HISTORY     - 1950     GOOD             NGS
 FC0750
 FC0750                          STATION DESCRIPTION
 FC0750
 FC0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0750'9.4 MI SE FROM SPRING CITY.
 FC0750'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0750'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 6.6 MILES EAST
 FC0750'ALONG STATE HIGHWAY 68, 126 FEET NORTHWEST OF THE CENTER OF THE
 FC0750'CROSSING OF THE HIGHWAY AND WATTS BAR SPUR RAILWAY, 157 YARDS
 FC0750'WEST OF A GATE ACROSS SPUR RAILWAY, 26 FEET NORTHEAST OF THE
 FC0750'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF
 FC0750'THE NORTHEAST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, AND
 FC0750'ABOUT 2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0114 ***********************************************************************
 FE0114  DESIGNATION -  LK 188
 FE0114  PID         -  FE0114
 FE0114  STATE/COUNTY-  TN/DECATUR
 FE0114  USGS QUAD   -  JEANNETTE (1986)
 FE0114
 FE0114                         *CURRENT SURVEY CONTROL
 FE0114  ___________________________________________________________________
 FE0114* NAD 83(1986)-  35 37 53.     (N)    088 02 57.     (W)     SCALED    
 FE0114* NAVD 88     -       116.573  (meters)     382.46   (feet)  ADJUSTED  
 FE0114  ___________________________________________________________________
 FE0114  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0114  DYNAMIC HT  -         116.471 (meters)     382.12  (feet)  COMP
 FE0114  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 FE0114
 FE0114  VERT ORDER  -  FIRST     CLASS II
 FE0114
 FE0114.The horizontal coordinates were scaled from a topographic map and have
 FE0114.an estimated accuracy of +/- 6 seconds.
 FE0114
 FE0114.The orthometric height was determined by differential leveling
 FE0114.and adjusted by the National Geodetic Survey in June 1991..
 FE0114
 FE0114.The geoid height was determined by GEOID03.
 FE0114
 FE0114.The dynamic height is computed by dividing the NAVD 88
 FE0114.geopotential number by the normal gravity value computed on the
 FE0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0114.degrees latitude (g = 980.6199 gals.).
 FE0114
 FE0114.The modeled gravity was interpolated from observed gravity values.
 FE0114
 FE0114;                    North         East    Units  Estimated Accuracy
 FE0114;SPC TN       -   145,960.      414,410.      MT  (+/- 180 meters Scaled)
 FE0114
 FE0114                          SUPERSEDED SURVEY CONTROL
 FE0114
 FE0114  NGVD 29 (??/??/??)  116.589  (m)          382.51   (f) ADJUSTED    1 2
 FE0114
 FE0114.Superseded values are not recommended for survey control.
 FE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0114.See file dsdata.txt to determine how the superseded data were derived.
 FE0114
 FE0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE050435(NAD 83)
 FE0114_MARKER: DD = SURVEY DISK
 FE0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0114_SP_SET: CULVERT
 FE0114_STAMPING: LK-188 1945
 FE0114_MARK LOGO: TVA   
 FE0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0114
 FE0114  HISTORY     - Date     Condition        Report By
 FE0114  HISTORY     - 1945     MONUMENTED       TVA
 FE0114  HISTORY     - 1947     GOOD             CGS
 FE0114
 FE0114                          STATION DESCRIPTION
 FE0114
 FE0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0114'4.6 MI E FROM PARSONS.
 FE0114'4.65 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0114'OFFICE AT PARSONS, ABOUT 0.85 MILE WEST OF THE WEST END OF THE
 FE0114'HIGHWAY BRIDGE OVER THE TENNESSEE RIVER, AT THE JUNCTION OF A
 FE0114'GRAVEL ROAD LEADING SOUTHEAST, 450 FEET SOUTH OF THE CENTER LINE
 FE0114'OF THE HIGHWAY, 13 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 FE0114'ROAD AND SET IN THE TOP OF THE CENTER OF THE WEST HEAD WALL OF A
 FE0114'DOUBLE 18-FOOT CONCRETE CULVERT UNDER THE GRAVEL ROAD, AND ABOUT
 FE0114'1 FOOT BELOW THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0734 ***********************************************************************
 FC0734  DESIGNATION -  LK 2
 FC0734  PID         -  FC0734
 FC0734  STATE/COUNTY-  TN/RHEA
 FC0734  USGS QUAD   -  PENNINE (1990)
 FC0734
 FC0734                         *CURRENT SURVEY CONTROL
 FC0734  ___________________________________________________________________
 FC0734* NAD 83(1986)-  35 39 03.     (N)    084 52 38.     (W)     SCALED    
 FC0734* NAVD 88     -       245.949  (meters)     806.92   (feet)  ADJUSTED  
 FC0734  ___________________________________________________________________
 FC0734  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FC0734  DYNAMIC HT  -         245.716 (meters)     806.15  (feet)  COMP
 FC0734  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 FC0734
 FC0734  VERT ORDER  -  FIRST     CLASS II
 FC0734
 FC0734.The horizontal coordinates were scaled from a topographic map and have
 FC0734.an estimated accuracy of +/- 6 seconds.
 FC0734
 FC0734.The orthometric height was determined by differential leveling
 FC0734.and adjusted by the National Geodetic Survey in June 1991..
 FC0734
 FC0734.The geoid height was determined by GEOID03.
 FC0734
 FC0734.The dynamic height is computed by dividing the NAVD 88
 FC0734.geopotential number by the normal gravity value computed on the
 FC0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0734.degrees latitude (g = 980.6199 gals.).
 FC0734
 FC0734.The modeled gravity was interpolated from observed gravity values.
 FC0734
 FC0734;                    North         East    Units  Estimated Accuracy
 FC0734;SPC TN       -   146,760.      701,670.      MT  (+/- 180 meters Scaled)
 FC0734
 FC0734                          SUPERSEDED SURVEY CONTROL
 FC0734
 FC0734  NGVD 29 (??/??/92)  246.029  (m)          807.18   (f) ADJ UNCH    1 2
 FC0734
 FC0734.Superseded values are not recommended for survey control.
 FC0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0734.See file dsdata.txt to determine how the superseded data were derived.
 FC0734
 FC0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE921472(NAD 83)
 FC0734_MARKER: DD = SURVEY DISK
 FC0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0734_SP_SET: CULVERT
 FC0734_STAMPING: L K 2 1942
 FC0734_MARK LOGO: TVA   
 FC0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0734
 FC0734  HISTORY     - Date     Condition        Report By
 FC0734  HISTORY     - 1942     MONUMENTED       TVA
 FC0734  HISTORY     - 1950     GOOD             NGS
 FC0734
 FC0734                          STATION DESCRIPTION
 FC0734
 FC0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0734'3.4 MI S FROM SPRING CITY.
 FC0734'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 72 FROM THE SOUTHERN
 FC0734'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 0.6 MILE EAST ALONG
 FC0734'STATE HIGHWAY 68, SET IN THE TOP OF THE CENTER OF THE 11-FOOT
 FC0734'CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT UNDER WATTS BAR SPUR
 FC0734'RAILWAY, 39 FEET SOUTH AND ACROSS THE TRACK FROM THE CENTER LINE
 FC0734'OF THE HIGHWAY, 8 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 1/2 FOOT
 FC0734'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0735 ***********************************************************************
 FC0735  DESIGNATION -  LK 3
 FC0735  PID         -  FC0735
 FC0735  STATE/COUNTY-  TN/RHEA
 FC0735  USGS QUAD   -  SPRING CITY (1990)
 FC0735
 FC0735                         *CURRENT SURVEY CONTROL
 FC0735  ___________________________________________________________________
 FC0735* NAD 83(1986)-  35 39 00.     (N)    084 52 07.     (W)     SCALED    
 FC0735* NAVD 88     -       252.008  (meters)     826.80   (feet)  ADJUSTED  
 FC0735  ___________________________________________________________________
 FC0735  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FC0735  DYNAMIC HT  -         251.771 (meters)     826.02  (feet)  COMP
 FC0735  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FC0735
 FC0735  VERT ORDER  -  FIRST     CLASS II
 FC0735
 FC0735.The horizontal coordinates were scaled from a topographic map and have
 FC0735.an estimated accuracy of +/- 6 seconds.
 FC0735
 FC0735.The orthometric height was determined by differential leveling
 FC0735.and adjusted by the National Geodetic Survey in June 1991..
 FC0735
 FC0735.The geoid height was determined by GEOID03.
 FC0735
 FC0735.The dynamic height is computed by dividing the NAVD 88
 FC0735.geopotential number by the normal gravity value computed on the
 FC0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0735.degrees latitude (g = 980.6199 gals.).
 FC0735
 FC0735.The modeled gravity was interpolated from observed gravity values.
 FC0735
 FC0735;                    North         East    Units  Estimated Accuracy
 FC0735;SPC TN       -   146,680.      702,450.      MT  (+/- 180 meters Scaled)
 FC0735
 FC0735                          SUPERSEDED SURVEY CONTROL
 FC0735
 FC0735  NGVD 29 (??/??/92)  252.089  (m)          827.06   (f) ADJ UNCH    1 2
 FC0735
 FC0735.Superseded values are not recommended for survey control.
 FC0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0735.See file dsdata.txt to determine how the superseded data were derived.
 FC0735
 FC0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE929472(NAD 83)
 FC0735_MARKER: DD = SURVEY DISK
 FC0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0735_SP_SET: CULVERT
 FC0735_STAMPING: L K 3 1942
 FC0735_MARK LOGO: TVA   
 FC0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0735
 FC0735  HISTORY     - Date     Condition        Report By
 FC0735  HISTORY     - 1942     MONUMENTED       TVA
 FC0735  HISTORY     - 1950     GOOD             NGS
 FC0735
 FC0735                          STATION DESCRIPTION
 FC0735
 FC0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0735'3.9 MI S FROM SPRING CITY.
 FC0735'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0735'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 1.1 MILES EAST ALONG
 FC0735'STATE HIGHWAY 68, SET IN THE TOP OF THE CENTER OF THE SOUTH HEAD
 FC0735'WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER WATTS BAR SPUR RAILWAY,
 FC0735'155 YARDS EAST OF THE WEST END OF A SIDE TRACK, 44 YARDS EAST OF A
 FC0735'PRIVATE ROAD CROSSING, 135 YARDS EAST OF MILE POST 2, 56 FEET
 FC0735'SOUTH AND ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 24
 FC0735'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 11 FOOT SOUTH OF
 FC0735'THE SOUTH RAIL OF THE SIDE TRACK AND ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0736 ***********************************************************************
 FC0736  DESIGNATION -  LK 4
 FC0736  PID         -  FC0736
 FC0736  STATE/COUNTY-  TN/RHEA
 FC0736  USGS QUAD   -  SPRING CITY (1990)
 FC0736
 FC0736                         *CURRENT SURVEY CONTROL
 FC0736  ___________________________________________________________________
 FC0736* NAD 83(1986)-  35 38 49.     (N)    084 51 42.     (W)     SCALED    
 FC0736* NAVD 88     -       229.238  (meters)     752.09   (feet)  ADJUSTED  
 FC0736  ___________________________________________________________________
 FC0736  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 FC0736  DYNAMIC HT  -         229.022 (meters)     751.38  (feet)  COMP
 FC0736  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 FC0736
 FC0736  VERT ORDER  -  FIRST     CLASS II
 FC0736
 FC0736.The horizontal coordinates were scaled from a topographic map and have
 FC0736.an estimated accuracy of +/- 6 seconds.
 FC0736
 FC0736.The orthometric height was determined by differential leveling
 FC0736.and adjusted by the National Geodetic Survey in June 1991..
 FC0736
 FC0736.The geoid height was determined by GEOID03.
 FC0736
 FC0736.The dynamic height is computed by dividing the NAVD 88
 FC0736.geopotential number by the normal gravity value computed on the
 FC0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0736.degrees latitude (g = 980.6199 gals.).
 FC0736
 FC0736.The modeled gravity was interpolated from observed gravity values.
 FC0736
 FC0736;                    North         East    Units  Estimated Accuracy
 FC0736;SPC TN       -   146,340.      703,090.      MT  (+/- 180 meters Scaled)
 FC0736
 FC0736                          SUPERSEDED SURVEY CONTROL
 FC0736
 FC0736  NGVD 29 (??/??/92)  229.320  (m)          752.36   (f) ADJ UNCH    1 2
 FC0736
 FC0736.Superseded values are not recommended for survey control.
 FC0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0736.See file dsdata.txt to determine how the superseded data were derived.
 FC0736
 FC0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE935468(NAD 83)
 FC0736_MARKER: DD = SURVEY DISK
 FC0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0736_SP_SET: CULVERT
 FC0736_STAMPING: LK 4 1942
 FC0736_MARK LOGO: TVA   
 FC0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0736
 FC0736  HISTORY     - Date     Condition        Report By
 FC0736  HISTORY     - 1942     MONUMENTED       TVA
 FC0736  HISTORY     - 1950     GOOD             NGS
 FC0736
 FC0736                          STATION DESCRIPTION
 FC0736
 FC0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0736'4.4 MI SE FROM SPRING CITY.
 FC0736'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0736'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 1.55 MILES EAST ALONG
 FC0736'STATE HIGHWAY 68, SET IN THE TOP OF THE CENTER OF THE SOUTH HEAD
 FC0736'WALL OF A 20-FOOT CONCRETE CULVERT WITH PARTITION OVER WOLF CREEK
 FC0736'(CULVERT IS UNDER WATTS BAR SPUR RAILWAY), 63 FEET SOUTH AND
 FC0736'ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 21 FEET
 FC0736'SOUTH OF THE SOUTH RAIL, AND ABOUT 8 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0737 ***********************************************************************
 FC0737  DESIGNATION -  LK 5
 FC0737  PID         -  FC0737
 FC0737  STATE/COUNTY-  TN/RHEA
 FC0737  USGS QUAD   -  SPRING CITY (1990)
 FC0737
 FC0737                         *CURRENT SURVEY CONTROL
 FC0737  ___________________________________________________________________
 FC0737* NAD 83(1986)-  35 38 44.     (N)    084 51 21.     (W)     SCALED    
 FC0737* NAVD 88     -       232.593  (meters)     763.10   (feet)  ADJUSTED  
 FC0737  ___________________________________________________________________
 FC0737  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FC0737  DYNAMIC HT  -         232.374 (meters)     762.38  (feet)  COMP
 FC0737  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 FC0737
 FC0737  VERT ORDER  -  FIRST     CLASS II
 FC0737
 FC0737.The horizontal coordinates were scaled from a topographic map and have
 FC0737.an estimated accuracy of +/- 6 seconds.
 FC0737
 FC0737.The orthometric height was determined by differential leveling
 FC0737.and adjusted by the National Geodetic Survey in June 1991..
 FC0737
 FC0737.The geoid height was determined by GEOID03.
 FC0737
 FC0737.The dynamic height is computed by dividing the NAVD 88
 FC0737.geopotential number by the normal gravity value computed on the
 FC0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0737.degrees latitude (g = 980.6199 gals.).
 FC0737
 FC0737.The modeled gravity was interpolated from observed gravity values.
 FC0737
 FC0737;                    North         East    Units  Estimated Accuracy
 FC0737;SPC TN       -   146,200.      703,620.      MT  (+/- 180 meters Scaled)
 FC0737
 FC0737                          SUPERSEDED SURVEY CONTROL
 FC0737
 FC0737  NGVD 29 (??/??/92)  232.675  (m)          763.37   (f) ADJ UNCH    1 2
 FC0737
 FC0737.Superseded values are not recommended for survey control.
 FC0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0737.See file dsdata.txt to determine how the superseded data were derived.
 FC0737
 FC0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE941467(NAD 83)
 FC0737_MARKER: DD = SURVEY DISK
 FC0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0737_SP_SET: CULVERT
 FC0737_STAMPING: L K 5 1942
 FC0737_MARK LOGO: TVA   
 FC0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0737
 FC0737  HISTORY     - Date     Condition        Report By
 FC0737  HISTORY     - 1942     MONUMENTED       TVA
 FC0737  HISTORY     - 1950     GOOD             NGS
 FC0737
 FC0737                          STATION DESCRIPTION
 FC0737
 FC0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0737'4.7 MI SE FROM SPRING CITY.
 FC0737'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0737'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 1.9 MILES EAST ALONG
 FC0737'STATE HIGHWAY 68, ABOUT 0.35 MILE EAST OF WOLF CREEK, 50 YARDS
 FC0737'WEST OF A PUBLIC GRAVEL ROAD CROSSING, SET IN THE TOP OF THE
 FC0737'CENTER OF THE SOUTH HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT
 FC0737'UNDER WATTS BAR SPUR RAILWAY, 46 FEET SOUTH AND ACROSS THE TRACK
 FC0737'FROM THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET SOUTH OF THE
 FC0737'SOUTH RAIL AND ABOUT 6 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0738 ***********************************************************************
 FC0738  DESIGNATION -  LK 6
 FC0738  PID         -  FC0738
 FC0738  STATE/COUNTY-  TN/RHEA
 FC0738  USGS QUAD   -  SPRING CITY (1990)
 FC0738
 FC0738                         *CURRENT SURVEY CONTROL
 FC0738  ___________________________________________________________________
 FC0738* NAD 83(1986)-  35 38 35.     (N)    084 50 47.     (W)     SCALED    
 FC0738* NAVD 88     -       240.759  (meters)     789.89   (feet)  ADJUSTED  
 FC0738  ___________________________________________________________________
 FC0738  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0738  DYNAMIC HT  -         240.533 (meters)     789.15  (feet)  COMP
 FC0738  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 FC0738
 FC0738  VERT ORDER  -  FIRST     CLASS II
 FC0738
 FC0738.The horizontal coordinates were scaled from a topographic map and have
 FC0738.an estimated accuracy of +/- 6 seconds.
 FC0738
 FC0738.The orthometric height was determined by differential leveling
 FC0738.and adjusted by the National Geodetic Survey in June 1991..
 FC0738
 FC0738.The geoid height was determined by GEOID03.
 FC0738
 FC0738.The dynamic height is computed by dividing the NAVD 88
 FC0738.geopotential number by the normal gravity value computed on the
 FC0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0738.degrees latitude (g = 980.6199 gals.).
 FC0738
 FC0738.The modeled gravity was interpolated from observed gravity values.
 FC0738
 FC0738;                    North         East    Units  Estimated Accuracy
 FC0738;SPC TN       -   145,930.      704,470.      MT  (+/- 180 meters Scaled)
 FC0738
 FC0738                          SUPERSEDED SURVEY CONTROL
 FC0738
 FC0738  NGVD 29 (??/??/92)  240.841  (m)          790.16   (f) ADJ UNCH    1 2
 FC0738
 FC0738.Superseded values are not recommended for survey control.
 FC0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0738.See file dsdata.txt to determine how the superseded data were derived.
 FC0738
 FC0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE949464(NAD 83)
 FC0738_MARKER: DD = SURVEY DISK
 FC0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0738_SP_SET: CULVERT
 FC0738_STAMPING: LK 6 1942
 FC0738_MARK LOGO: TVA   
 FC0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0738
 FC0738  HISTORY     - Date     Condition        Report By
 FC0738  HISTORY     - 1942     MONUMENTED       TVA
 FC0738  HISTORY     - 1950     GOOD             NGS
 FC0738
 FC0738                          STATION DESCRIPTION
 FC0738
 FC0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0738'5.2 MI SE FROM SPRING CITY.
 FC0738'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0738'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 2.45 MILES EAST
 FC0738'ALONG STATE HIGHWAY 68, SET IN THE TOP OF THE CENTER OF A 16-FOOT
 FC0738'CONCRETE CULVERT WITH PARTITION UNDER WATTS BAR SPUR RAILWAY,
 FC0738'136 YARDS WEST OF A GRAVEL ROAD CROSSING, 38 FEET SOUTH AND ACROSS
 FC0738'THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTH OF
 FC0738'THE SOUTH RAIL, AND ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0741 ***********************************************************************
 FC0741  DESIGNATION -  LK 7
 FC0741  PID         -  FC0741
 FC0741  STATE/COUNTY-  TN/RHEA
 FC0741  USGS QUAD   -  SPRING CITY (1990)
 FC0741
 FC0741                         *CURRENT SURVEY CONTROL
 FC0741  ___________________________________________________________________
 FC0741* NAD 83(1986)-  35 38 17.     (N)    084 49 46.     (W)     SCALED    
 FC0741* NAVD 88     -       239.866  (meters)     786.96   (feet)  ADJUSTED  
 FC0741  ___________________________________________________________________
 FC0741  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0741  DYNAMIC HT  -         239.640 (meters)     786.22  (feet)  COMP
 FC0741  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 FC0741
 FC0741  VERT ORDER  -  FIRST     CLASS II
 FC0741
 FC0741.The horizontal coordinates were scaled from a topographic map and have
 FC0741.an estimated accuracy of +/- 6 seconds.
 FC0741
 FC0741.The orthometric height was determined by differential leveling
 FC0741.and adjusted by the National Geodetic Survey in June 1991..
 FC0741
 FC0741.The geoid height was determined by GEOID03.
 FC0741
 FC0741.The dynamic height is computed by dividing the NAVD 88
 FC0741.geopotential number by the normal gravity value computed on the
 FC0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0741.degrees latitude (g = 980.6199 gals.).
 FC0741
 FC0741.The modeled gravity was interpolated from observed gravity values.
 FC0741
 FC0741;                    North         East    Units  Estimated Accuracy
 FC0741;SPC TN       -   145,390.      706,010.      MT  (+/- 180 meters Scaled)
 FC0741
 FC0741                          SUPERSEDED SURVEY CONTROL
 FC0741
 FC0741  NGVD 29 (??/??/92)  239.947  (m)          787.23   (f) ADJ UNCH    1 2
 FC0741
 FC0741.Superseded values are not recommended for survey control.
 FC0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0741.See file dsdata.txt to determine how the superseded data were derived.
 FC0741
 FC0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE965459(NAD 83)
 FC0741_MARKER: DD = SURVEY DISK
 FC0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0741_SP_SET: CULVERT
 FC0741_STAMPING: L K 7 1942
 FC0741_MARK LOGO: TVA   
 FC0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0741
 FC0741  HISTORY     - Date     Condition        Report By
 FC0741  HISTORY     - 1942     MONUMENTED       TVA
 FC0741  HISTORY     - 1950     GOOD             NGS
 FC0741
 FC0741                          STATION DESCRIPTION
 FC0741
 FC0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0741'6.4 MI SE FROM SPRING CITY.
 FC0741'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0741'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 3.55 MILES EAST
 FC0741'ALONG STATE HIGHWAY 68, ABOUT 0.7 MILE WEST OF THE CROSSING
 FC0741'OF A POWER TRANSMISSION LINE, 40 YARDS WEST OF THE CENTER OF
 FC0741'THE JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST, SET IN THE
 FC0741'TOP OF THE CENTER OF THE NORTH HEAD WALL OF AN 8-FOOT SKEW
 FC0741'CULVERT UNDER HIGHWAY, 49 FEET NORTH AND ACROSS THE HIGHWAY
 FC0741'FROM THE NORTH RAIL OF THE WATTS BAR SPUR RAILWAY, 21 1/2 FEET
 FC0741'NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET BELOW
 FC0741'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0742 ***********************************************************************
 FC0742  DESIGNATION -  LK 8
 FC0742  PID         -  FC0742
 FC0742  STATE/COUNTY-  TN/RHEA
 FC0742  USGS QUAD   -  SPRING CITY (1990)
 FC0742
 FC0742                         *CURRENT SURVEY CONTROL
 FC0742  ___________________________________________________________________
 FC0742* NAD 83(1986)-  35 38 07.     (N)    084 49 31.     (W)     SCALED    
 FC0742* NAVD 88     -       233.318  (meters)     765.48   (feet)  ADJUSTED  
 FC0742  ___________________________________________________________________
 FC0742  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0742  DYNAMIC HT  -         233.099 (meters)     764.76  (feet)  COMP
 FC0742  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 FC0742
 FC0742  VERT ORDER  -  FIRST     CLASS II
 FC0742
 FC0742.The horizontal coordinates were scaled from a topographic map and have
 FC0742.an estimated accuracy of +/- 6 seconds.
 FC0742
 FC0742.The orthometric height was determined by differential leveling
 FC0742.and adjusted by the National Geodetic Survey in June 1991..
 FC0742
 FC0742.The geoid height was determined by GEOID03.
 FC0742
 FC0742.The dynamic height is computed by dividing the NAVD 88
 FC0742.geopotential number by the normal gravity value computed on the
 FC0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0742.degrees latitude (g = 980.6199 gals.).
 FC0742
 FC0742.The modeled gravity was interpolated from observed gravity values.
 FC0742
 FC0742;                    North         East    Units  Estimated Accuracy
 FC0742;SPC TN       -   145,090.      706,400.      MT  (+/- 180 meters Scaled)
 FC0742
 FC0742                          SUPERSEDED SURVEY CONTROL
 FC0742
 FC0742  NGVD 29 (??/??/92)  233.400  (m)          765.75   (f) ADJ UNCH    1 2
 FC0742
 FC0742.Superseded values are not recommended for survey control.
 FC0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0742.See file dsdata.txt to determine how the superseded data were derived.
 FC0742
 FC0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE969456(NAD 83)
 FC0742_MARKER: DD = SURVEY DISK
 FC0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0742_SP_SET: CULVERT
 FC0742_STAMPING: L K 8 1942
 FC0742_MARK LOGO: TVA   
 FC0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0742
 FC0742  HISTORY     - Date     Condition        Report By
 FC0742  HISTORY     - 1942     MONUMENTED       TVA
 FC0742  HISTORY     - 1950     GOOD             NGS
 FC0742
 FC0742                          STATION DESCRIPTION
 FC0742
 FC0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0742'6.6 MI SE FROM SPRING CITY.
 FC0742'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0742'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 3.85 MILES EAST
 FC0742'ALONG STATE HIGHWAY 68, ABOUT 0.4 MILE WEST OF THE CROSSING
 FC0742'OF A POWER TRANSMISSION LINE, SET IN THE CENTER OF THE SOUTHWEST
 FC0742'HEAD WALL OF A 16-FOOT CONCRETE CULVERT WITH PARTITION UNDER
 FC0742'WATTS BAR SPUR RAILWAY, 42 FEET SOUTHWEST AND ACROSS THE TRACK
 FC0742'FROM THE CENTER LINE OF THE HIGHWAY, 10.5 FEET SOUTHWEST OF THE
 FC0742'SOUTHWEST RAIL, 85 YARDS NORTHWEST OF THE CENTER OF A PRIVATE ROAD
 FC0742'CROSSING, 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0128 ***********************************************************************
 FC0128  DESIGNATION -  LK 83 A
 FC0128  PID         -  FC0128
 FC0128  STATE/COUNTY-  TN/ROANE
 FC0128  USGS QUAD   -  ELVERTON (1990)
 FC0128
 FC0128                         *CURRENT SURVEY CONTROL
 FC0128  ___________________________________________________________________
 FC0128* NAD 83(1986)-  35 58 13.     (N)    084 28 27.     (W)     SCALED    
 FC0128* NAVD 88     -       229.277  (meters)     752.22   (feet)  ADJUSTED  
 FC0128  ___________________________________________________________________
 FC0128  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0128  DYNAMIC HT  -         229.068 (meters)     751.53  (feet)  COMP
 FC0128  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 FC0128
 FC0128  VERT ORDER  -  FIRST     CLASS I
 FC0128
 FC0128.The horizontal coordinates were scaled from a topographic map and have
 FC0128.an estimated accuracy of +/- 6 seconds.
 FC0128
 FC0128.The orthometric height was determined by differential leveling
 FC0128.and adjusted by the National Geodetic Survey in June 1991..
 FC0128
 FC0128.The geoid height was determined by GEOID03.
 FC0128
 FC0128.The dynamic height is computed by dividing the NAVD 88
 FC0128.geopotential number by the normal gravity value computed on the
 FC0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0128.degrees latitude (g = 980.6199 gals.).
 FC0128
 FC0128.The modeled gravity was interpolated from observed gravity values.
 FC0128
 FC0128;                    North         East    Units  Estimated Accuracy
 FC0128;SPC TN       -   182,690.      737,610.      MT  (+/- 180 meters Scaled)
 FC0128
 FC0128                          SUPERSEDED SURVEY CONTROL
 FC0128
 FC0128  NGVD 29 (??/??/92)  229.398  (m)          752.62   (f) ADJ UNCH    1 1
 FC0128
 FC0128.Superseded values are not recommended for survey control.
 FC0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0128.See file dsdata.txt to determine how the superseded data were derived.
 FC0128
 FC0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE277836(NAD 83)
 FC0128_MARKER: DD = SURVEY DISK
 FC0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0128_SP_SET: GUARD RAIL BASE
 FC0128_STAMPING: LK 83 A 1942
 FC0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0128
 FC0128  HISTORY     - Date     Condition        Report By
 FC0128  HISTORY     - 1942     MONUMENTED       TVA
 FC0128  HISTORY     - 1967     GOOD             NGS
 FC0128
 FC0128                          STATION DESCRIPTION
 FC0128
 FC0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0128'5.2 MI NE FROM HARRIMAN.
 FC0128'ABOUT 5.25 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0128'STATION AT HARRIMAN, ABOUT 0.15 MILE EAST OF MILEPOST 45, ABOUT
 FC0128'25 YARDS NORTH OF THE TRACK, SET IN THE TOP OF THE WEST END OF
 FC0128'THE SOUTH CONCRETE GUARD RAIL BASE OF STATE HIGHWAY 61 CONCRETE
 FC0128'BRIDGE OVER LITTLE EMORY RIVER, 14 1/2 FEET SOUTH OF THE CENTER
 FC0128'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 10
 FC0128'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0743 ***********************************************************************
 FC0743  DESIGNATION -  LK 9
 FC0743  PID         -  FC0743
 FC0743  STATE/COUNTY-  TN/RHEA
 FC0743  USGS QUAD   -  SPRING CITY (1990)
 FC0743
 FC0743                         *CURRENT SURVEY CONTROL
 FC0743  ___________________________________________________________________
 FC0743* NAD 83(1986)-  35 37 48.     (N)    084 49 13.     (W)     SCALED    
 FC0743* NAVD 88     -       229.186  (meters)     751.92   (feet)  ADJUSTED  
 FC0743  ___________________________________________________________________
 FC0743  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FC0743  DYNAMIC HT  -         228.969 (meters)     751.21  (feet)  COMP
 FC0743  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 FC0743
 FC0743  VERT ORDER  -  FIRST     CLASS II
 FC0743
 FC0743.The horizontal coordinates were scaled from a topographic map and have
 FC0743.an estimated accuracy of +/- 6 seconds.
 FC0743
 FC0743.The orthometric height was determined by differential leveling
 FC0743.and adjusted by the National Geodetic Survey in June 1991..
 FC0743
 FC0743.The geoid height was determined by GEOID03.
 FC0743
 FC0743.The dynamic height is computed by dividing the NAVD 88
 FC0743.geopotential number by the normal gravity value computed on the
 FC0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0743.degrees latitude (g = 980.6199 gals.).
 FC0743
 FC0743.The modeled gravity was interpolated from observed gravity values.
 FC0743
 FC0743;                    North         East    Units  Estimated Accuracy
 FC0743;SPC TN       -   144,510.      706,860.      MT  (+/- 180 meters Scaled)
 FC0743
 FC0743                          SUPERSEDED SURVEY CONTROL
 FC0743
 FC0743  NGVD 29 (??/??/92)  229.268  (m)          752.19   (f) ADJ UNCH    1 2
 FC0743
 FC0743.Superseded values are not recommended for survey control.
 FC0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0743.See file dsdata.txt to determine how the superseded data were derived.
 FC0743
 FC0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE973450(NAD 83)
 FC0743_MARKER: DD = SURVEY DISK
 FC0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0743_SP_SET: CULVERT
 FC0743_STAMPING: L K 9 1942
 FC0743_MARK LOGO: TVA   
 FC0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0743
 FC0743  HISTORY     - Date     Condition        Report By
 FC0743  HISTORY     - 1942     MONUMENTED       TVA
 FC0743  HISTORY     - 1950     GOOD             NGS
 FC0743
 FC0743                          STATION DESCRIPTION
 FC0743
 FC0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0743'7.1 MI SE FROM SPRING CITY.
 FC0743'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 27 FROM THE SOUTHERN
 FC0743'RAILWAY STATION AT SPRING CITY, THENCE ABOUT 4.3 MILES EAST ALONG
 FC0743'STATE HIGHWAY 68, 95 YARDS SOUTHEAST OF THE CROSSING OF A STEEL
 FC0743'TOWER POWER TRANSMISSION LINE, SET IN THE TOP OF THE CENTER OF THE
 FC0743'NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED PIPE
 FC0743'CULVERT, 48 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 FC0743'NORTHEAST RAIL OF THE WATTS BAR SPUR RAILWAY, 21.5 FEET NORTHEAST
 FC0743'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 1/2 FEET BELOW
 FC0743'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2673 ***********************************************************************
 AJ2673  DESIGNATION -  LM 222+00
 AJ2673  PID         -  AJ2673
 AJ2673  STATE/COUNTY-  TN/SHELBY
 AJ2673  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2673
 AJ2673                         *CURRENT SURVEY CONTROL
 AJ2673  ___________________________________________________________________
 AJ2673* NAD 83(1995)-  35 10 36.39255(N)    090 03 22.60620(W)     ADJUSTED  
 AJ2673* NAVD 88     -        66.68   (meters)     218.8    (feet)  LEVELING  
 AJ2673  ___________________________________________________________________
 AJ2673  X           -      -5,126.610 (meters)                     COMP
 AJ2673  Y           -  -5,219,182.871 (meters)                     COMP
 AJ2673  Z           -   3,653,937.362 (meters)                     COMP
 AJ2673  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AJ2673  ELLIP HEIGHT-          39.43  (meters)          (04/26/01) GPS OBS
 AJ2673  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2673
 AJ2673  HORZ ORDER  -  FIRST
 AJ2673  VERT ORDER  -  THIRD ?
 AJ2673  ELLP ORDER  -  FOURTH    CLASS I
 AJ2673
 AJ2673.The horizontal coordinates were established by GPS observations
 AJ2673.and adjusted by the National Geodetic Survey in April 2001..
 AJ2673
 AJ2673.The orthometric height was determined by differential leveling.
 AJ2673.The vertical network tie was performed by a horz. field party for horz.
 AJ2673.obs reductions. Reset procedures were used to establish the elevation.
 AJ2673
 AJ2673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2673
 AJ2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2673
 AJ2673.The ellipsoidal height was determined by GPS observations
 AJ2673.and is referenced to NAD 83.
 AJ2673
 AJ2673.The geoid height was determined by GEOID03.
 AJ2673
 AJ2673;                    North         East     Units Scale Factor Converg.
 AJ2673;SPC TN       -   101,236.739   230,608.500   MT  1.00001373   -2 22 28.9
 AJ2673;SPC TN       -   332,140.87    756,588.05   sFT  1.00001373   -2 22 28.9
 AJ2673;UTM  15      - 3,896,616.578   768,080.358   MT  1.00048579   +1 41 48.8
 AJ2673;UTM  16      - 3,896,926.166   221,665.824   MT  1.00055486   -1 45 42.7
 AJ2673
 AJ2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2673!SPC TN       -   0.99999381  x   1.00001373  =   1.00000754
 AJ2673!UTM  15      -   0.99999381  x   1.00048579  =   1.00047960
 AJ2673!UTM  16      -   0.99999381  x   1.00055486  =   1.00054867
 AJ2673
 AJ2673                          SUPERSEDED SURVEY CONTROL
 AJ2673
 AJ2673.No superseded survey control is available for this station.
 AJ2673
 AJ2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6808096617(NAD 83)
 AJ2673_MARKER: DD = SURVEY DISK
 AJ2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2673_MARK LOGO: USE   
 AJ2673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2673+STABILITY: SURFACE MOTION
 AJ2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2673+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AJ2673
 AJ2673  HISTORY     - Date     Condition        Report By
 AJ2673  HISTORY     - 1987     MONUMENTED       USE
 AJ2673
 AJ2673                          STATION DESCRIPTION
 AJ2673
 AJ2673'DESCRIBED BY US ENGINEERS 1987
 AJ2673'THE STATION IS LOCATED IN DOWNTOWN MEMPHIS AREA ON THE NORTH END OF
 AJ2673'MUD ISLAND IN THE MISSISSIPPI GREENBELT PARK.
 AJ2673'TO REACH THE STATION FROM THE INTERSECTION OF AUCTION AVENUE AND FRONT
 AJ2673'STREET PROCEED WEST ON AUCTION AVENUE ACROSS A.W.  WILLIS BRIDGE,
 AJ2673'CROSSING WOLF RIVER HARBOR, APPROXIMATELY 0.40 MILE (0.64 KM) TO
 AJ2673'T-INTERSECTION, ISLAND DRIVE.  TURN RIGHT AND GO NORTH ON ISLAND DRIVE
 AJ2673'APPROXIMATELY 1.25 MILES (2.01 KM) TO THE STATION ON THE LEFT.
 AJ2673'THE STATION IS A BRASS CAP WITH A CROSS MARK SET ON UNKNOWN OBJECT IN
 AJ2673'THE GROUND.  THE STATION IS LOCATED ON THE EAST BANK OF THE
 AJ2673'MISSISSIPPI RIVER IN THE MISSISSIPPI GREENBELT PARK AT STATION 222+00
 AJ2673'OF THE LOOSAHATCHIE-MEMPHIS RVT BASELINE OF THE UNITED STATES CORPS OF
 AJ2673'ENGINEERS, APPROXIMATELY 1050.00 FEET (320.04 M) SOUTH OF THE SOUTH
 AJ2673'EDGE OF THE MUD ISLAND BOAT RAMP PARKING LOT AND 246.00 WEST OF THE
 AJ2673'CENTERLINE OF ISLAND DRIVE.  THE CAP AND CONCRETE ARE RECESSED
 AJ2673'APPROXIMATELY 1.00 FEET (0.30 M) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1634 ***********************************************************************
 FD1634  DESIGNATION -  LOBEL
 FD1634  PID         -  FD1634
 FD1634  STATE/COUNTY-  TN/PERRY
 FD1634  USGS QUAD   -  LOBELVILLE (1968)
 FD1634
 FD1634                         *CURRENT SURVEY CONTROL
 FD1634  ___________________________________________________________________
 FD1634* NAD 83(1995)-  35 47 19.47066(N)    087 47 40.18755(W)     ADJUSTED  
 FD1634* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 FD1634  ___________________________________________________________________
 FD1634  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FD1634  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FD1634
 FD1634  HORZ ORDER  -  SECOND
 FD1634
 FD1634.The horizontal coordinates were established by classical geodetic methods
 FD1634.and adjusted by the National Geodetic Survey in April 1999..
 FD1634
 FD1634.The orthometric height was scaled from a topographic map.
 FD1634
 FD1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1634
 FD1634.The geoid height was determined by GEOID03.
 FD1634
 FD1634;                    North         East     Units Scale Factor Converg.
 FD1634;SPC TN       -   162,963.235   437,788.554   MT  0.99994871   -1 03 02.1
 FD1634;SPC TN       -   534,655.21  1,436,311.28   sFT  0.99994871   -1 03 02.1
 FD1634;UTM  16      - 3,960,808.368   428,202.689   MT  0.99966352   -0 27 52.7
 FD1634
 FD1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1634!SPC TN       -   0.99996834  x   0.99994871  =   0.99991705
 FD1634!UTM  16      -   0.99996834  x   0.99966352  =   0.99963187
 FD1634
 FD1634|---------------------------------------------------------------------|
 FD1634| PID    Reference Object                     Distance      Geod. Az  |
 FD1634|                                                           dddmmss.s |
 FD1634| CG6792 LOBEL RM 1                           44.141 METERS 04736     |
 FD1634| FD1619 AIRCON                              APPROX. 6.2 KM 0910013.8 |
 FD1634| CG6791 LOBEL AZ MK                                        1482959.6 |
 FD1634| CG6793 LOBEL RM 2                           40.889 METERS 16157     |
 FD1634|---------------------------------------------------------------------|
 FD1634
 FD1634                          SUPERSEDED SURVEY CONTROL
 FD1634
 FD1634  NAD 83(1995)-  35 47 19.47217(N)    087 47 40.19042(W) AD(       ) 2
 FD1634  NAD 83(1986)-  35 47 19.48112(N)    087 47 40.18843(W) AD(       ) 2
 FD1634  NAD 27      -  35 47 19.24500(N)    087 47 40.10200(W) AD(       ) 2
 FD1634
 FD1634.Superseded values are not recommended for survey control.
 FD1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1634.See file dsdata.txt to determine how the superseded data were derived.
 FD1634
 FD1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2820360808(NAD 83)
 FD1634_MARKER: DS = TRIANGULATION STATION DISK
 FD1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1634
 FD1634  HISTORY     - Date     Condition        Report By
 FD1634  HISTORY     - 1934     MONUMENTED       CGS
 FD1634  HISTORY     - 1962     GOOD             CGS
 FD1634  HISTORY     - 1973     GOOD             TVA
 FD1634  HISTORY     - 1975     GOOD             NGS
 FD1634
 FD1634                          STATION DESCRIPTION
 FD1634
 FD1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1634'ABOUT 1.25 MILES NORTHWEST OF LOBELVILLE, ON HIGHEST POINT OF RIDGE,
 FD1634'ON RIGHT-OF-WAY OF
 FD1634'AND 33 FEET WEST OF CENTER LINE OF STATE ROUTE 13,
 FD1634'AND 19.5 FEET SOUTHEAST OF 9-INCH
 FD1634'BLACK OAK WITH TRIANGULAR BLAZE.
 FD1634'TO REACH FROM POST OFFICE AT LOBELVILLE, GO NORTH
 FD1634'1.6 MILES ON STATE
 FD1634'ROUTE 13 TO TRIANGLE-BLAZED TREE AT TOP OF RIDGE AND STATION.
 FD1634'SURFACE AND
 FD1634'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1634'UPPER MARK
 FD1634'PROJECTS 9 INCHES ABOVE GROUND.
 FD1634'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1634'REFERENCE DISKS IN CONCRETE,
 FD1634'PROJECTING ABOUT 1 FOOT ABOVE GROUND.  NO 1 IS ON
 FD1634'RIGHT-OF-WAY OF AND 27 FEET EAST OF CENTER LINE OF ROUTE 13 AND
 FD1634'144.82 FEET FROM
 FD1634'STATION N 47 DEG 36 MIN E.  NO 2 IS ON
 FD1634'RIGHT-OF-WAY OF AND 24 FEET
 FD1634'EAST-NORTHEAST OF CENTER LINE OF ROUTE 13
 FD1634'AND 134.15 FEET FROM STATION S 18 DEG 03 MIN E.
 FD1634'AZIMUTH MARK
 FD1634'IS ON RIGHT-OF-WAY OF AND 23 FEET SOUTHWEST OF CENTER LINE OF
 FD1634'ROUTE 13, ABOUT
 FD1634'45 FEET NORTHEAST OF 15-INCH BLACK OAK, AND 0.2 MILE FROM
 FD1634'STATION  S 31 DEG 30 MIN E.
 FD1634'AIRWAY BEACON NO 58 (SEE
 FD1634'DESCRIPTION THEREOF) IS 3.8 MILES FROM
 FD1634'STATION S 89 DEG 14 MIN E.
 FD1634
 FD1634                          STATION RECOVERY (1962)
 FD1634
 FD1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1634'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 FD1634'MARK NO 2 AND THE AZIMUTH
 FD1634'MARK WERE FOUND LYING IN THE WOODS ALONG THE ROAD TO THE
 FD1634'STATION AND THE DISK WERE
 FD1634'REMOVED FOR SUBMISSION TO THE WASHINGTON
 FD1634'OFFICE.  A COMPLETE AND THOROUGH SEARCH WAS
 FD1634'MADE FOR REFERENCE MARK
 FD1634'NO 1 BUT IT COULD NOT BE FOUND, AND IS PRESUMED LOST BY
 FD1634'CONSTRUCTION AT
 FD1634'THE SAME TIME THE OTHER MARKS WERE DESTROYED.
 FD1634'
 FD1634'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1634'
 FD1634'THE STATION IS ON THE PROPERTY OF MRS ARTHUR BATTON, ON A HIGH POINT
 FD1634'OF A RIDGE ABOUT 1.25 MILES
 FD1634'NORTHWEST OF LOBELVILLE AND 0.25 MILE NORTH OF THE
 FD1634'CITY DUMP.
 FD1634'
 FD1634'TO REACH FROM THE POST OFFICE IN LOBELVILLE, GO NORTH ON STATE ROUTE
 FD1634'13 FOR 0.1 MILE TO A TRAFFIC
 FD1634'LIGHT, HERE TURN RIGHT, WEST, ON AN OILED STREET
 FD1634'FOR 0.25 MILE TO AN OILED T ROAD
 FD1634'RIGHT, TURN RIGHT AND GO NORTHERLY
 FD1634'ON THE OILED ROAD FOR 0.4 MILE TO THE OFFICE OF THE
 FD1634'TENNESSEE GAS
 FD1634'PIPELINE COMPANY PUMPING STATION ON THE RIGHT.  HERE CONTINUE
 FD1634'NORTHERLY ON THE
 FD1634'OILED ROAD FOR 0.15 MILE TO THE END OF OILED
 FD1634'SURFACE, CONTINUE NORTHERLY ON A
 FD1634'GRAVELED ROAD FOR 0.8 MILE TO THE
 FD1634'TOP OF THE RIDGE AND THE STATION ON THE LEFT AT
 FD1634'EDGE OF WOODS.
 FD1634'
 FD1634'THE STATION IS 31 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FD1634'ROAD, 20 FEET SOUTH OF A
 FD1634'TWIN TRUNKED HICKORY TREE, 12 FEET NORTH OF A 7-INCH,
 FD1634'TRIANGLE BLAZED OAK TREE, AND 1.0
 FD1634'FOOT EAST OF A METAL WITNESS POST
 FD1634'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1634'12-INCH, ROUND,
 FD1634'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FD1634'LOBEL 1934.
 FD1634
 FD1634                          STATION RECOVERY (1973)
 FD1634
 FD1634'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (KKB)
 FD1634'LOBEL RECOVERED IN GOOD CONDITION.  SEE ORIGINAL DESCRIPTION.
 FD1634'
 FD1634'ADD TO DESCRIPTION.
 FD1634'STATION IS 8.8 FT. SOUTH FROM 6 INCH WHITE OAK.
 FD1634'10.3 FT. S. E. FROM 4 INCH HICKORY.
 FD1634'11.7 FT. N 30 E FROM 10 INCH POST.
 FD1634'
 FD1634'COAST AND GEODIC POST AND SIGN.
 FD1634'
 FD1634'LOBEL RM 1 RECOVERED ON TOP OF GROUND (DESTROYED).  CAP RECOVERED.
 FD1634'
 FD1634'LOBEL RM 2 RECOVERED OUT OF GROUND.  DESTROYED, CAP MISSING.
 FD1634'
 FD1634'LOBEL AZI RECOVERED GRADED OUT CAP, MISSING.  DESTROYED.
 FD1634'
 FD1634'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.25 MI. N. W. OF
 FD1634'LOBELVILLE.
 FD1634
 FD1634                          STATION RECOVERY (1975)
 FD1634
 FD1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FD1634'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 2 AND
 FD1634'THE AZIMUTH MARK WERE REPORTED AS DESTROYED IN 1962 AND REFERENCE
 FD1634'MARK 1 IN 1972.  REFERENCE MARKS 3 AND 4 WERE SET AT THIS TIME TO
 FD1634'HELP IN FUTURE RECOVERY OF THE STATION.  THERE IS NO AVAILABLE
 FD1634'PLACE FOR AN AZIMUTH MARK DUE TO TREES AND HEAVY UNDERGROWTH.  A
 FD1634'NEW DESCRIPTION FOLLOWS--
 FD1634'
 FD1634'THE STATION IS 34 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 9
 FD1634'FEET SOUTH OF A 6 INCH WHITE OAK TREE, 10 FEET SOUTHEAST OF A 4 INCH
 FD1634'HICKORY TREE, 12 FEET NORTHEAST OF A 10 INCH OAK TREE AND 1 FOOT
 FD1634'SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 FD1634'AND THE DISK IS STAMPED LOBEL 1934.
 FD1634'
 FD1634'TO REACH THE STATION FROM THE U. S. POST OFFICE AT LOBELVILLE, GO
 FD1634'NORTH ON STATE HIGHWAY 13 FOR 0.1 MILE TO A TRAFFIC LIGHT.  TURN
 FD1634'LEFT AND GO WEST ON PAVED STREET FOR 0.25 MILE TO A PAVED STREET
 FD1634'RIGHT.  TURN RIGHT AND GO NORTH ON TENNCO ST. FOR 0.4 MILE TO THE
 FD1634'TENNESSEE GAS PIPELINE CO. PUMPING STATION OFFICE ON THE RIGHT.
 FD1634'CONTINUE NORTH AND NORTHWEST ON PAVED STREET AND GRAVELED ROAD
 FD1634'KEEPING LEFT ON THE MAIN GRAVEL ROAD FOR 0.95 MILE TO THE TOP OF
 FD1634'RIDGE AND THE STATION ON THE LEFT.
 FD1634'
 FD1634'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FD1634'LOBEL 1934 NO 3 1975, PROJECTING 3 INCHES, 1 FOOT SOUTHWEST OF A
 FD1634'METAL WITNESS POST AND 21 FEET EAST OF THE CENTERLINE OF THE ROAD.
 FD1634'
 FD1634'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 FD1634'LOBEL 1934 NO 4 1975, PROJECTING 3 INCHES, 31 FEET WEST OF THE
 FD1634'CENTERLINE OF THE ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS
 FD1634'POST.
 FD1634'
 FD1634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4 MILES
 FD1634'NORTHWEST OF LOBELVILLE.
 FD1634'
 FD1634'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1941 ***********************************************************************
 FF1941  DESIGNATION -  LOCKE
 FF1941  PID         -  FF1941
 FF1941  STATE/COUNTY-  TN/SHELBY
 FF1941  USGS QUAD   -  LOCKE (1970)
 FF1941
 FF1941                         *CURRENT SURVEY CONTROL
 FF1941  ___________________________________________________________________
 FF1941* NAD 83(1995)-  35 20 53.80527(N)    090 02 20.86837(W)     ADJUSTED  
 FF1941* NAVD 88     -       120.31   (+/-2cm)     394.7    (feet)  VERTCON   
 FF1941  ___________________________________________________________________
 FF1941  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 FF1941  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF1941
 FF1941  HORZ ORDER  -  FIRST
 FF1941  VERT ORDER  -  THIRD ? (See Below)
 FF1941
 FF1941.The horizontal coordinates were established by classical geodetic methods
 FF1941.and adjusted by the National Geodetic Survey in April 1999..
 FF1941
 FF1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1941.The vertical order pertains to the NGVD 29 superseded value.
 FF1941
 FF1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1941
 FF1941.The geoid height was determined by GEOID03.
 FF1941
 FF1941;                    North         East     Units Scale Factor Converg.
 FF1941;SPC TN       -   120,183.436   232,954.413   MT  0.99998411   -2 21 52.8
 FF1941;SPC TN       -   394,301.82    764,284.60   sFT  0.99998411   -2 21 52.8
 FF1941;SPC AR N     -   114,374.048   578,220.753   MT  0.99994437   +1 08 27.7
 FF1941;SPC AR N     -   375,242.19  1,897,045.92   sFT  0.99994437   +1 08 27.7
 FF1941;UTM  15      - 3,915,691.443   769,074.388   MT  1.00049234   +1 42 50.5
 FF1941;UTM  16      - 3,915,907.150   223,811.382   MT  1.00054016   -1 45 33.8
 FF1941
 FF1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1941!SPC TN       -   0.99998541  x   0.99998411  =   0.99996952
 FF1941!SPC AR N     -   0.99998541  x   0.99994437  =   0.99992978
 FF1941!UTM  15      -   0.99998541  x   1.00049234  =   1.00047774
 FF1941!UTM  16      -   0.99998541  x   1.00054016  =   1.00052556
 FF1941
 FF1941:                Primary Azimuth Mark                     Grid Az
 FF1941:SPC TN       -  MILLINGTON TANK                          094 32 18.6
 FF1941:SPC AR N     -  MILLINGTON TANK                          091 01 58.1
 FF1941:UTM  15      -  MILLINGTON TANK                          090 27 35.3
 FF1941:UTM  16      -  MILLINGTON TANK                          093 55 59.6
 FF1941
 FF1941|---------------------------------------------------------------------|
 FF1941| PID    Reference Object                     Distance      Geod. Az  |
 FF1941|                                                           dddmmss.s |
 FF1941| FE2604 MILLINGTON TANK                     APPROX.13.3 KM 0921025.8 |
 FF1941| CI2856 19 23 19                                           0951310.2 |
 FF1941| FF2235 LOCKE RM 1                           41.030 METERS 24955     |
 FF1941| FF2236 LOCKE RM 2                           72.170 METERS 32217     |
 FF1941|---------------------------------------------------------------------|
 FF1941
 FF1941                          SUPERSEDED SURVEY CONTROL
 FF1941
 FF1941  NAD 83(1995)-  35 20 53.81593(N)    090 02 20.86936(W) AD(       ) 1
 FF1941  NAD 83(1995)-  35 20 53.81650(N)    090 02 20.86908(W) AD(       ) 1
 FF1941  NAD 83(1986)-  35 20 53.81685(N)    090 02 20.86959(W) AD(       ) 1
 FF1941  NAD 27      -  35 20 53.50950(N)    090 02 20.54520(W) AD(       ) 1
 FF1941  NGVD 29 (07/19/86)  120.27   (m)          394.6    (f) LEVELING    3  
 FF1941
 FF1941.Superseded values are not recommended for survey control.
 FF1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1941.See file dsdata.txt to determine how the superseded data were derived.
 FF1941
 FF1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6907415691(NAD 83)
 FF1941_MARKER: DS = TRIANGULATION STATION DISK
 FF1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1941
 FF1941  HISTORY     - Date     Condition        Report By
 FF1941  HISTORY     - 1929     MONUMENTED       CGS
 FF1941  HISTORY     - 1958     GOOD             CGS
 FF1941  HISTORY     - 19980822 GOOD             TN1620
 FF1941
 FF1941                          STATION DESCRIPTION
 FF1941
 FF1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FF1941'ABOUT 14 MILES NORTH OF MEMPHIS, 1-1/2 MILES NORTHWEST OF LOCKE,
 FF1941'AND ON NORTH SIDE OF GRAVEL ROAD NEAR WEST LINE OF FARM BELONGING
 FF1941'TO PHELAN JETER WHO LIVES ABOUT 2 MILES NORTH OF LOCKE.  TO REACH
 FF1941'FROM ROUTE 3 IN MILLINGTON, GO ABOUT 8 MILES ON GRAVEL ROAD
 FF1941'TO LOCKE, GO NORTH 0.8 MILE ON GRAVEL ROAD TO GRAVEL ROAD LEADING
 FF1941'WEST, FOLLOW THIS ROAD 0.7 MILE TO WHITE HOUSE ON NORTH SIDE
 FF1941'OF ROAD, AND TURN AROUND HOUSE TO STATION SITE.  STATION IS
 FF1941'BETWEEN MAIN ROAD AND BEECH TREE, IN EAST FENCE LINE OF YARD,
 FF1941'50 YARDS SOUTHEAST OF HOUSE, 30 FEET NORTH OF ROAD, AND 40 FEET
 FF1941'SOUTH OF LARGE BEECH TREE.  STATION CAN BE REACHED MORE
 FF1941'EASILY FROM MEMPHIS BY OILED GRAVEL ROAD VIA BENJESTOWN AND
 FF1941'LOCKE.  TAKE BENJESTOWN ROAD 1.8 MILES NORTH OF WOLF RIVER
 FF1941'BRIDGE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FF1941'STATION DISKS IN CONCRETE.  REFERENCE
 FF1941'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 FF1941'IS NEAR NORTHEAST CORNER OF CHICKEN HOUSE IN REAR OF WHITE
 FF1941'HOUSE AND 236.7 FEET FROM STATION, N 37 DEG 43 MIN W.
 FF1941'NO. 2 IS IN LINE WITH FRONT DOOR OF HOUSE, ON NORTH BANK,
 FF1941'ABOUT 20 FEET FROM THE CENTER LINE OF ROAD, AND 134.7 FEET FROM
 FF1941'STATION, S 69 DEG 55 MIN W.
 FF1941
 FF1941                          STATION RECOVERY (1958)
 FF1941
 FF1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FF1941'THE STATION WAS RECOVERED AND THE REFERENCE MARK NUMBERS WERE
 FF1941'FOUND TO BE TRANSPOSED.  THE DISTANCE AND DIRECTION THEN CHECKED.
 FF1941'DUE TO CHANGE IN LOCAL SURROUNDINGS A NEW DESCRIPTION FOLLOWS.
 FF1941'
 FF1941'THE STATION IS ABOUT 14 MILES NORTH OF THE MAIN BUSINESS DISTRICT
 FF1941'OF MEMPHIS, ABOUT 8 MILES WEST OF MILLINGTON AND IN THE SHELBY
 FF1941'FOREST STATE PARK.  IT IS 55 FEET NORTH OF THE CENTERLINE OF
 FF1941'A PAVED ROAD, 2.5 FEET WEST OF A WHITE WITNESS POST AND 44 FEET
 FF1941'SOUTH OF A VERY LARGE BEECH TREE.  THE MONUMENT PROJECTS 3 INCHES
 FF1941'AND THE DISK IS STAMPED LOCKE 1929.
 FF1941'
 FF1941'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY ROAD AND
 FF1941'U.S. HIGHWAY 51 IN MILLINGTON, GO WEST ON SHELBY ROAD FOR 2.55
 FF1941'MILES TO A T-ROAD INTERSECTION, TURN RIGHT, NORTH AND GO 0.1 MILE
 FF1941'TO CUBA-MILLINGTON ROAD.  TURN LEFT, WEST ON THE CUBA-MILLINGTON
 FF1941'ROAD AND GO 0.95 MILE TO A T-INTERSECTION.  TURN RIGHT, NORTH
 FF1941'FOR 0.05 MILE.  TURN LEFT, WEST AND GO 0.7 MILE TO A T-ROAD
 FF1941'INTERSETION. TURN LEFT, SOUTH FOR 0.6 MILE TO A SIDE ROAD
 FF1941'RIGHT.  TURN RIGHT AND GO 2.5 MILES TO A Y-INTERSECTION.  TURN
 FF1941'LEFT AND GO SOUTHERLY FOR 1.4 MILES TO A SIDE ROAD RIGHT,
 FF1941'TURN RIGHT AND GO 0.15 MILE TO THE PARK ENTRANCE.  TURN RIGHT
 FF1941'AND GO 0.6 MILE TO THE STATION ON THE RIGHT, NORTH SIDE OF
 FF1941'THE ROAD.
 FF1941'
 FF1941'TO REACH 19-23-19 (TENNESSEE DIVISION OF GEOLOGY), WHICH WAS
 FF1941'USED AS AN AZIMUTH MARK, GO EAST ON THE PAVED ROAD FOR 0.2 MILE
 FF1941'TO THE MARK ON THE LEFT, NORTH SIDE OF THE ROAD.
 FF1941'
 FF1941'REFERENCE MARK 1 IS 26 FEET NORTH OF THE CENTERLINE OF THE PAVED
 FF1941'ROAD AND 137 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT
 FF1941'PROJECTS 3 INCHES AND THE DISK IS STAMPED LOCKE NO 1 1929.
 FF1941'
 FF1941'REFERENCE MARK 2 IS 238 FEET NORTHWEST OF A WHITE WITNESS POST
 FF1941'AND 1.5 FEET SOUTHEAST OF A THORN TREE.  THE MONUMENT PROJECTS 3
 FF1941'INCHES AND THE DISK IS STAMPED LOCKE NO 2 1929.
 FF1941'
 FF1941'19-23-19 (TENNESSEE DIVISION OF GEOLOGY) IS 18 FEET NORTHEAST
 FF1941'OF THE CENTERLINE OF THE PAVED ROAD AND 1.5 FEET SOUTHWEST
 FF1941'OF A WHITE WITNESS POST.  IT IS A BRONZE DISK SET IN THE TOP
 FF1941'OF A PRECASTE CONCRETE POST PROJECTING 2 INCHES.  THE DISK IS
 FF1941'STAMPED 19 23 19.
 FF1941'
 FF1941'NOTE- IT WILL REQUIRE ABOUT 1 HOUR OF CLEARING FOR 19-23-19
 FF1941'(TENNESSEE DIV. OF GEOLOGY) TO SEE FROM THE GROUND.
 FF1941
 FF1941                          STATION RECOVERY (1998)
 FF1941
 FF1941'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (RS)
 FF1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1885 ***********************************************************************
 FC1885  DESIGNATION -  LOCKHART
 FC1885  PID         -  FC1885
 FC1885  STATE/COUNTY-  TN/GRUNDY
 FC1885  USGS QUAD   -  PALMER (1983)
 FC1885
 FC1885                         *CURRENT SURVEY CONTROL
 FC1885  ___________________________________________________________________
 FC1885* NAD 83(1995)-  35 19 13.44260(N)    085 33 42.98098(W)     ADJUSTED  
 FC1885* NAVD 88     -       726.     (meters)    2382.     (feet)  SCALED    
 FC1885  ___________________________________________________________________
 FC1885  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 FC1885  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1885
 FC1885  HORZ ORDER  -  SECOND
 FC1885
 FC1885.The horizontal coordinates were established by classical geodetic methods
 FC1885.and adjusted by the National Geodetic Survey in April 1999..
 FC1885
 FC1885.The orthometric height was scaled from a topographic map.
 FC1885
 FC1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1885
 FC1885.The geoid height was determined by GEOID03.
 FC1885
 FC1885;                    North         East     Units Scale Factor Converg.
 FC1885;SPC TN       -   109,604.309   639,832.669   MT  0.99998832   +0 15 23.2
 FC1885;SPC TN       -   359,593.47  2,099,184.35   sFT  0.99998832   +0 15 23.2
 FC1885;UTM  16      - 3,909,523.750   630,716.454   MT  0.99981057   +0 49 53.5
 FC1885
 FC1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1885!SPC TN       -   0.99989057  x   0.99998832  =   0.99987889
 FC1885!UTM  16      -   0.99989057  x   0.99981057  =   0.99970116
 FC1885
 FC1885|---------------------------------------------------------------------|
 FC1885| PID    Reference Object                     Distance      Geod. Az  |
 FC1885|                                                           dddmmss.s |
 FC1885| CG6797 LOCKHART RM 1                        51.481 METERS 06706     |
 FC1885| CG6798 LOCKHART RM 2                        35.802 METERS 33918     |
 FC1885| CG6796 LOCKHART AZ MK                                     3494944.8 |
 FC1885|---------------------------------------------------------------------|
 FC1885
 FC1885                          SUPERSEDED SURVEY CONTROL
 FC1885
 FC1885  NAD 83(1995)-  35 19 13.44269(N)    085 33 42.98160(W) AD(       ) 2
 FC1885  NAD 83(1995)-  35 19 13.44292(N)    085 33 42.98247(W) AD(       ) 2
 FC1885  NAD 83(1995)-  35 19 13.44313(N)    085 33 42.98080(W) AD(       ) 2
 FC1885  NAD 83(1986)-  35 19 13.44480(N)    085 33 42.98208(W) AD(       ) 2
 FC1885  NAD 27      -  35 19 13.19900(N)    085 33 43.09500(W) AD(       ) 2
 FC1885
 FC1885.Superseded values are not recommended for survey control.
 FC1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1885.See file dsdata.txt to determine how the superseded data were derived.
 FC1885
 FC1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3071609524(NAD 83)
 FC1885_MARKER: DS = TRIANGULATION STATION DISK
 FC1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1885
 FC1885  HISTORY     - Date     Condition        Report By
 FC1885  HISTORY     - 1934     MONUMENTED       CGS
 FC1885
 FC1885                          STATION DESCRIPTION
 FC1885
 FC1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1885'ABOUT 2-1/4 MILES SOUTHWEST OF PALMER, ABOUT 200 YARDS NORTHWEST OF
 FC1885'GRUNDY-SEQUATCHIE-MARION TRICOUNTY CORNER, ON STATE-OWNED
 FC1885'PROPERTY, 200 FEET WEST OF CENTER LINE OF ROUTE 108, 54.6 FEET
 FC1885'WEST-NORTHWEST OF SOUTHWEST LEG OF FIRE TOWER, 50.8 FEET WEST
 FC1885'OF NORTHWEST LEG OF FIRE TOWER, 13 YARDS NORTHWEST OF 16-INCH OAK,
 FC1885'AND 6 YARDS SOUTH-SOUTHWEST OF 10-INCH OAK TREE.  SURFACE AND
 FC1885'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1885'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 FC1885'IN CONCRETE.  NO. 1 IS ALONG FENCE LINE ON EAST SIDE OF
 FC1885'FORESTRY LOT, 30 FEET WEST OF CENTER LINE OF HIGHWAY, 9 YARDS
 FC1885'NORTH OF 22-INCH ELM, AND 168.90 FEET FROM STATION, N 67 DEG 06 MIN E.
 FC1885'NO. 2 IS ALONG FENCE LINE AROUND FORESTRY LOT, 8 YARDS
 FC1885'WEST OF 14-INCH OAK, AND 117.46 FEET FROM STATION, N 40 DEG 42 MIN W.
 FC1885'AZIMUTH MARK IS 15 YARDS EAST OF CENTER LINE OF HIGHWAY,
 FC1885'10 YARDS SOUTHEAST OF 18-INCH OAK WITH TELEPHONE WIRES ON IT, 4
 FC1885'YARDS SOUTHEAST OF 3- BY 3-FOOT BOULDER, AND 0.2 MILE BY ROAD FROM
 FC1885'STATION, N 10 DEG 10 MIN W.  FIRE LOOKOUT TOWER
 FC1885'IS 26.08 FEET FROM STATION S 79 DEG 21 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0274 ***********************************************************************
 GC0274  DESIGNATION -  LOCUST
 GC0274  PID         -  GC0274
 GC0274  STATE/COUNTY-  TN/WILSON
 GC0274  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0274
 GC0274                         *CURRENT SURVEY CONTROL
 GC0274  ___________________________________________________________________
 GC0274* NAD 83(1995)-  36 11 34.04431(N)    086 13 13.67875(W)     ADJUSTED  
 GC0274* NAVD 88     -       196.300  (meters)     644.03   (feet)  ADJUSTED  
 GC0274  ___________________________________________________________________
 GC0274  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GC0274  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC0274  DYNAMIC HT  -         196.137 (meters)     643.49  (feet)  COMP
 GC0274  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GC0274
 GC0274  HORZ ORDER  -  SECOND
 GC0274  VERT ORDER  -  SECOND    CLASS 0
 GC0274
 GC0274.The horizontal coordinates were established by classical geodetic methods
 GC0274.and adjusted by the National Geodetic Survey in April 1999..
 GC0274
 GC0274.The orthometric height was determined by differential leveling
 GC0274.and adjusted by the National Geodetic Survey in June 1991..
 GC0274
 GC0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0274
 GC0274.The geoid height was determined by GEOID03.
 GC0274
 GC0274.The dynamic height is computed by dividing the NAVD 88
 GC0274.geopotential number by the normal gravity value computed on the
 GC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0274.degrees latitude (g = 980.6199 gals.).
 GC0274
 GC0274.The modeled gravity was interpolated from observed gravity values.
 GC0274
 GC0274;                    North         East     Units Scale Factor Converg.
 GC0274;SPC TN       -   206,329.048   580,171.091   MT  0.99996794   -0 07 44.7
 GC0274;SPC TN       -   676,931.22  1,903,444.65   sFT  0.99996794   -0 07 44.7
 GC0274;UTM  16      - 4,005,613.587   570,086.776   MT  0.99966052   +0 27 37.2
 GC0274
 GC0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0274!SPC TN       -   0.99997377  x   0.99996794  =   0.99994171
 GC0274!UTM  16      -   0.99997377  x   0.99966052  =   0.99963429
 GC0274
 GC0274:                Primary Azimuth Mark                     Grid Az
 GC0274:SPC TN       -  SPRING                                   010 53 55.1
 GC0274:UTM  16      -  SPRING                                   010 18 33.2
 GC0274
 GC0274|---------------------------------------------------------------------|
 GC0274| PID    Reference Object                     Distance      Geod. Az  |
 GC0274|                                                           dddmmss.s |
 GC0274| GC2151 SPRING                              APPROX. 1.6 KM 0104610.4 |
 GC0274| GC0275 LOCUST RM 1                           6.146 METERS 09137     |
 GC0274| GC0273 LOCUST RM 2                          15.197 METERS 16949     |
 GC0274|---------------------------------------------------------------------|
 GC0274
 GC0274                          SUPERSEDED SURVEY CONTROL
 GC0274
 GC0274  NAD 83(1995)-  36 11 34.04719(N)    086 13 13.68195(W) AD(       ) 2
 GC0274  NAD 83(1995)-  36 11 34.04992(N)    086 13 13.68229(W) AD(       ) 2
 GC0274  NAD 83(1986)-  36 11 34.05597(N)    086 13 13.68080(W) AD(       ) 2
 GC0274  NAD 27      -  36 11 33.85950(N)    086 13 13.71370(W) AD(       ) 2
 GC0274  NGVD 29 (??/??/92)  196.364  (m)          644.24   (f) ADJ UNCH    2 0
 GC0274
 GC0274.Superseded values are not recommended for survey control.
 GC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0274.See file dsdata.txt to determine how the superseded data were derived.
 GC0274
 GC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF7008705614(NAD 83)
 GC0274_MARKER: DE = TRAVERSE STATION DISK
 GC0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0274_STAMPING: LOCUST 1960
 GC0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0274+STABILITY: SURFACE MOTION
 GC0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0274+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0274
 GC0274  HISTORY     - Date     Condition        Report By
 GC0274  HISTORY     - 1960     MONUMENTED       CGS
 GC0274  HISTORY     - 1960     GOOD             CGS
 GC0274  HISTORY     - 1963     GOOD             CGS
 GC0274  HISTORY     - 20010226 GOOD             TNDT
 GC0274
 GC0274                          STATION DESCRIPTION
 GC0274
 GC0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0274'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF LEBANON.
 GC0274'
 GC0274'TO REACH THE STATION FROM THE SQUARE IN LEBANON, GO EAST ON U.S.
 GC0274'HIGHWAY 70N FOR 0.6 MILE TO BLUE BIRD ROAD, TURN RIGHT ON BLUE BIRD
 GC0274'ROAD AND GO EAST FOR 2.6 MILES TO A FORK, KEEP LEFT ON BLUE BIRD ROAD
 GC0274'FOR 0.9 MILE TO A CEMETERY AND THE STATION ON THE LEFT.
 GC0274'
 GC0274'THE STATION IS 36 FEET WEST OF THE SOUTHEAST CORNER OF A CEMETERY, 18
 GC0274'FEET WEST OF THE CENTER OF AN OIL ROAD AND 2.7 FEET SOUTH OF A
 GC0274'WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE
 GC0274'CONCRETE POST, FLUSH, AND STAMPED LOCUST 1960.
 GC0274'
 GC0274'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTER OF AN OIL ROAD,
 GC0274'16 FEET WEST OF THE SOUTHEAST CORNER OF A CEMETERY AND 3 FEET SOUTH
 GC0274'OF A FENCE LINE.  IT IS A STANDARD DISK SET IN A 10-INCH SQUARE
 GC0274'CONCRETE POST, FLUSH, AND STAMPED LOCUST NO 1 1960.
 GC0274'
 GC0274'REFERENCE MARK NO. 2 IS 16 FEET SOUTH OF A FENCE CORNER, 14 FEET EAST
 GC0274'OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT WEST OF A FENCE LINE.
 GC0274'IT IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH,
 GC0274'AND STAMPED LOCUST NO 2 1960.
 GC0274'
 GC0274'TRAVERSE STATION SPRING WAS USED AS THE AZIMUTH MARK.  A TELLUROMETER
 GC0274'TRAVERSE CONNECTION WAS MADE.  SEE DESCRIPTION THEREOF.
 GC0274'
 GC0274'HEIGHT OF LIGHT ABOVE STATION MARK 1.24 METERS.
 GC0274
 GC0274                          STATION RECOVERY (1960)
 GC0274
 GC0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0274'4 MI E FROM LEBANON.
 GC0274'FROM THE SQUARE IN LEBANON, GO EAST ON U.S. HIGHWAY 70N FOR
 GC0274'0.6 MILE, THEN 3.4 MILES EAST ON BLUE BIRD ROAD TO A CEMETERY
 GC0274'AND THE STATION ON THE LEFT.  THE STATION MARK IS 36 FT. WEST
 GC0274'OF THE SOUTHEAST CORNER OF THE CEMETERY, 18 FT. WEST OF THE CENTER
 GC0274'OF BLUE BIRD ROAD, AND 2.7 FT. SOUTH OF A WITNESS SIGN.  THE
 GC0274'DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 GC0274'GROUND AND IS ABOUT 3 FT. HIGHER THAN THE ROAD.
 GC0274
 GC0274                          STATION RECOVERY (1963)
 GC0274
 GC0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GC0274'STATION AND RM NO. 2 WERE RECOVERED IN GOOD CONDITION.  RM NO. 1 NOT
 GC0274'FOUND.
 GC0274'
 GC0274'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 GC0274'
 GC0274'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND STATE HIGHWAY
 GC0274'53 (5 MILES SOUTH OF CARTHAGE), GO WEST ON INTERSTATE 40 FOR 19.0
 GC0274'MILES TO EXIT 70 TO LEBANON AND WATERTOWN.  TURN RIGHT FOR 0.3 MILE
 GC0274'TO A PAVED ROAD RIGHT.  TURN RIGHT ON THE PAVED ROAD (R 17081) FOR
 GC0274'1.8 MILES TO CROSSROADS.  TURN RIGHT (EASTERLY) FOR 1.0 MILE,
 GC0274'PASSING UNDER I-40, AND TAKE LEFT FORK FOR 0.9 MILE TO A
 GC0274'CEMETERY AND THE STATION ON THE LEFT.
 GC0274
 GC0274                          STATION RECOVERY (2001)
 GC0274
 GC0274'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1228 ***********************************************************************
 FE1228  DESIGNATION -  LOCUST
 FE1228  PID         -  FE1228
 FE1228  STATE/COUNTY-  TN/SHELBY
 FE1228  USGS QUAD   -  ELLENDALE (1993)
 FE1228
 FE1228                         *CURRENT SURVEY CONTROL
 FE1228  ___________________________________________________________________
 FE1228* NAD 83(1995)-  35 09 45.30931(N)    089 51 33.26492(W)     ADJUSTED  
 FE1228* NAVD 88     -        85.999  (meters)     282.15   (feet)  ADJUSTED  
 FE1228  ___________________________________________________________________
 FE1228  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FE1228  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1228  DYNAMIC HT  -          85.921 (meters)     281.89  (feet)  COMP
 FE1228  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FE1228
 FE1228  HORZ ORDER  -  SECOND
 FE1228  VERT ORDER  -  SECOND    CLASS 0
 FE1228
 FE1228.The horizontal coordinates were established by classical geodetic methods
 FE1228.and adjusted by the National Geodetic Survey in April 1999..
 FE1228
 FE1228.The orthometric height was determined by differential leveling
 FE1228.and adjusted by the National Geodetic Survey in June 1991..
 FE1228
 FE1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1228
 FE1228.The geoid height was determined by GEOID03.
 FE1228
 FE1228.The dynamic height is computed by dividing the NAVD 88
 FE1228.geopotential number by the normal gravity value computed on the
 FE1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1228.degrees latitude (g = 980.6199 gals.).
 FE1228
 FE1228.The modeled gravity was interpolated from observed gravity values.
 FE1228
 FE1228;                    North         East     Units Scale Factor Converg.
 FE1228;SPC TN       -    98,938.022   248,480.587   MT  1.00001658   -2 15 33.7
 FE1228;SPC TN       -   324,599.16    815,223.39   sFT  1.00001658   -2 15 33.7
 FE1228;UTM  16      - 3,894,817.568   239,570.040   MT  1.00043595   -1 38 51.2
 FE1228
 FE1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1228!SPC TN       -   0.99999080  x   1.00001658  =   1.00000738
 FE1228!UTM  16      -   0.99999080  x   1.00043595  =   1.00042674
 FE1228
 FE1228|---------------------------------------------------------------------|
 FE1228| PID    Reference Object                     Distance      Geod. Az  |
 FE1228|                                                           dddmmss.s |
 FE1228| FE1229 LOCUST RM 1                          38.338 METERS 03918     |
 FE1228| FE1230 LOCUST RM 2                          67.791 METERS 09252     |
 FE1228| FE2081 LOCUST RM 3                          14.665 METERS 24829     |
 FE1228| FE2557 LOCUST 2                             15.226 METERS 28224     |
 FE1228| FE2579 MEMPHIS TV STA WMCT MAST            APPROX. 2.6 KM 2864433.6 |
 FE1228| FE2080 LOCUST RM 4                          30.876 METERS 31428     |
 FE1228| FE2558 LOCUST AZ MK                        429.555 METERS 3275727.0 |
 FE1228|---------------------------------------------------------------------|
 FE1228
 FE1228                          SUPERSEDED SURVEY CONTROL
 FE1228
 FE1228  NAD 83(1995)-  35 09 45.31313(N)    089 51 33.26382(W) AD(       ) 2
 FE1228  NAD 83(1995)-  35 09 45.31507(N)    089 51 33.26444(W) AD(       ) 2
 FE1228  NAD 83(1986)-  35 09 45.32000(N)    089 51 33.26540(W) AD(       ) 2
 FE1228  NAD 27      -  35 09 44.99910(N)    089 51 32.95420(W) AD(       ) 2
 FE1228  NGVD 29 (??/??/??)   85.981  (m)          282.09   (f) ADJUSTED    2 0
 FE1228
 FE1228.Superseded values are not recommended for survey control.
 FE1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1228.See file dsdata.txt to determine how the superseded data were derived.
 FE1228
 FE1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3957094818(NAD 83)
 FE1228_MARKER: DS = TRIANGULATION STATION DISK
 FE1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1228_STAMPING: LOCUST 1959
 FE1228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1228+STABILITY: SURFACE MOTION
 FE1228
 FE1228  HISTORY     - Date     Condition        Report By
 FE1228  HISTORY     - 1959     MONUMENTED       CGS
 FE1228  HISTORY     - 1959     GOOD             CGS
 FE1228  HISTORY     - 1968     GOOD             USE
 FE1228  HISTORY     - 1977     GOOD             NGS
 FE1228  HISTORY     - 1977     GOOD             USGS
 FE1228  HISTORY     - 1978     SEE DESCRIPTION  NGS
 FE1228  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE1228
 FE1228                          STATION DESCRIPTION
 FE1228
 FE1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1228'THE STATION IS LOCATED, AIRLINE, ABOUT 3 MILES SOUTH-SOUTHEAST OF
 FE1228'BARTLETT, ABOUT 1-1/2 MILES NORTHEAST OF WOLF RIVER AND
 FE1228'ABOUT 1 MILE NORTH OF THE SHELBY COUNTY PENAL FARM, ALONG THE SOUTH
 FE1228'SIDE OF MACON ROAD.
 FE1228'
 FE1228'THE STATION IS A STANDARD DISK STAMPED LOCUST 1959 SET IN TOP OF A
 FE1228'10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 FE1228'GROUND.  IT IS ABOUT 110 FEET SOUTH OF THE CENTER OF MACON ROAD, 23
 FE1228'FEET EAST OF THE CENTER OF A TRACK FARM ROAD, AND 4 FEET EAST OF A
 FE1228'WITNESS SIGN.
 FE1228'
 FE1228'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOCUST NO 1 1959
 FE1228'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1228'ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 FE1228'THE STATION.  IT IS 105 FEET EAST OF A TRACK FARM ROAD AND 30 FEET
 FE1228'SOUTH OF THE CENTER OF MACON ROAD.
 FE1228'
 FE1228'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOCUST NO 2 1959
 FE1228'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FE1228'ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 5 FEET HIGHER THAN THE
 FE1228'STATION.  IT IS 150 FEET SOUTH- SOUTHWEST OF THE CENTER OF THE
 FE1228'JUNCTION OF LOCUST ROAD WITH MACON ROAD AND 15 FEET WEST OF THE
 FE1228'CENTER OF LOCUST ROAD.
 FE1228'
 FE1228'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 79, 70 AND 64,
 FE1228'ABOUT 4 MILES NORTHEAST OF THE CITY LIMITS OF MEMPHIS, GO
 FE1228'SOUTHWEST ON US HIGHWAY 79, 70 FOR 3.35 MILES, TURN LEFT ONTO MACON
 FE1228'ROAD AND GO EAST FOR 1.1 MILES TO A JUNCTION WITH LOCUST ROAD, A
 FE1228'WITNESS SIGN IN THE SOUTHWEST ANGLE AND THE STATION.
 FE1228
 FE1228                          STATION RECOVERY (1959)
 FE1228
 FE1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1228'2 MI NE FROM MEMPHIS.
 FE1228'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND MACON RD.,
 FE1228'GO EAST ON MACON RD. FOR 0.95 MILE TO A DIM TRACK ROAD LEADING
 FE1228'SOUTH, THENCE ABOUT 150 FT. SOUTH ON THE TRACK ROAD, 26 FT. EAST
 FE1228'OF THE CENTER OF A TRACK ROAD, 3.5 FT. EAST OF A WITNESS SIGN,
 FE1228'A DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 FE1228'THIS STATION IS ABOUT 0.9 MILE EAST OF T 214.
 FE1228
 FE1228                          STATION RECOVERY (1968)
 FE1228
 FE1228'RECOVERY NOTE BY US ENGINEERS 1968
 FE1228'LOCUST RM 1 DESTROYED BY CONTRACTOR BUILDING A SERVICE STATION.
 FE1228'
 FE1228'LOCUST RM 2 DESTROYED BY CONTRACTOR BUILDING A SERVICE STATION.
 FE1228'
 FE1228'LOCUST 1959 STATION MARK LEFT IN GOOD CONDITION.  ABOUT 65 FEET
 FE1228'WEST OF SW CORNER OF SERVICE STATION BUILDING.  ABOUT 52 FEET WEST
 FE1228'OF SW CORNER OF RETAINING WALL FOR PAVING AROUND SERVICE STATION.
 FE1228
 FE1228                          STATION RECOVERY (1977)
 FE1228
 FE1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FE1228'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 FE1228'WERE NOT FOUND AND ASSUMED DESTROYED BY CONSTRUCTION.  REFERENCE
 FE1228'MARKS 3 AND 4 AND AN AZIMUTH MARK WERE SET AT THIS TIME AND A
 FE1228'POLARIS OBSERVATION MADE.  A NEW DESCRIPTION FOLLOWS--
 FE1228'
 FE1228'THE STATION IS LOCATED 0.3 MILE SOUTHWEST OF THE INTERSTATE HIGHWAY
 FE1228'40 AND MACON ROAD INTERCHANGE, 143 FEET SOUTH OF THE CENTERLINE OF
 FE1228'MACON ROAD, 65 FEET WEST OF THE SOUTHWEST CORNER OF A SHELL SERVICE
 FE1228'STATION, 50 FEET EAST OF THE EAST CURB OF SHADY ROAD, 11 FEET EAST
 FE1228'OF A 10 INCH OAK TREE AND 4 FEET EAST OF A METAL WITNESS POST.
 FE1228'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LOCUST
 FE1228'1959.
 FE1228'
 FE1228'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 FE1228'MAGNETS, STAMPED LOCUST 1959 NO 3 1977, FLUSH WITH THE GROUND, 2
 FE1228'FEET EAST OF THE EAST CURB OF SHADY GROVE ROAD, 3 FEET WEST OF THE
 FE1228'WEST EDGE OF A CONCRETE SIDEWALK AND 142 FEET SOUTH OF THE
 FE1228'CENTERLINE OF MACON ROAD.
 FE1228'
 FE1228'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN CONCRETE
 FE1228'CURB, STAMPED LOCUST 1959 NO 4 1977, 50 FEET SOUTH OF THE CENTERLINE
 FE1228'OF MACON ROAD, 19 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FE1228'LANE OF SHADY GROVE ROAD, 16 FEET NORTHWEST OF THE CENTERLINE OF
 FE1228'THE EAST TURN LANE, 4 FEET SOUTHWEST OF A METAL SIGN POST AND AT
 FE1228'THE SOUTH EDGE OF A SMALL GRASSY DIAMOND FORMED BY THE ROAD AND
 FE1228'TURN LANE.
 FE1228'
 FE1228'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP
 FE1228'AND NORTH END OF A CONCRETE HEADWALL, 47 FEET EAST OF THE CENTERLINE
 FE1228'OF THE NORTH BOUND LANE OF NEW MACON ROAD, 24 FEET SOUTHEAST OF THE
 FE1228'CENTERLINE OF EXIT RAMP TO WEST BOUND INTERSTATE HIGHWAY 40, 190
 FE1228'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE
 FE1228'HIGHWAY 40.  THE DISK IS STAMPED LOCUST 1959 1977.
 FE1228'
 FE1228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 FE1228'SOUTHEAST OF BARTLETT.
 FE1228'
 FE1228'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FE1228
 FE1228                          STATION RECOVERY (1977)
 FE1228
 FE1228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FE1228'THE MARK WAS FOUND IN GOOD CONDITION BUT THE DESCRIPTION IS NO LONGER
 FE1228'ANY GOOD. A NEW DESCRIPTION FOLLOWS: THE MARK IS LOCATED 0.3 MILE
 FE1228'SOUTHWEST FO THE INTERSECTION OF MACON ROAD AND INTERSTATE HIGHWAY
 FE1228'40, 143 FEET SOUTH OF THE CENTERLINE OF MACON ROAD, 65 FEET WEST OF
 FE1228'THE SOUTHWEST CORNER OF A SHELL SERVICE STATEION, 50 FEET EAST OF THE
 FE1228'EAST CURB OF SHADY GROVE ROAD, FEET EAST OF A 10 INCH OAK TREE AND 4
 FE1228'FEET EAST OF A METAL WITNESS POST. THE MONUMENT PROJECT 4 INCHES.
 FE1228
 FE1228                          STATION RECOVERY (1978)
 FE1228
 FE1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FE1228'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE
 FE1228'MARKS CHECKED AS DID ALL THE DIRECTIONS.  THE STATION MARK WAS IN THE
 FE1228'WAY OF GRADING AND WAS DESTROYED TO CLEAR THE SITE FOR GRADING AFTER
 FE1228'A NEW STATION LOCUST 2 1978 WAS ESTABLISHED.  ALL OTHER MARKS WERE
 FE1228'LEFT INTACT AND USED WITH THE NEW STATION.
 FE1228
 FE1228                          STATION RECOVERY (2003)
 FE1228
 FE1228'RECOVERY NOTE BY GEOCACHING 2003
 FE1228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2557 ***********************************************************************
 FE2557  DESIGNATION -  LOCUST 2
 FE2557  PID         -  FE2557
 FE2557  STATE/COUNTY-  TN/SHELBY
 FE2557  USGS QUAD   -  ELLENDALE (1993)
 FE2557
 FE2557                         *CURRENT SURVEY CONTROL
 FE2557  ___________________________________________________________________
 FE2557* NAD 83(1995)-  35 09 45.41542(N)    089 51 33.85253(W)     ADJUSTED  
 FE2557* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 FE2557  ___________________________________________________________________
 FE2557  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FE2557  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2557
 FE2557  HORZ ORDER  -  THIRD
 FE2557
 FE2557.The horizontal coordinates were established by classical geodetic methods
 FE2557.and adjusted by the National Geodetic Survey in April 1999..
 FE2557.No horizontal observational check was made to the station.
 FE2557
 FE2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2557
 FE2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2557
 FE2557.The geoid height was determined by GEOID03.
 FE2557
 FE2557;                    North         East     Units Scale Factor Converg.
 FE2557;SPC TN       -    98,941.876   248,465.856   MT  1.00001657   -2 15 34.0
 FE2557;SPC TN       -   324,611.80    815,175.06   sFT  1.00001657   -2 15 34.0
 FE2557;UTM  16      - 3,894,821.266   239,555.263   MT  1.00043605   -1 38 51.6
 FE2557
 FE2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2557!SPC TN       -   0.99999116  x   1.00001657  =   1.00000773
 FE2557!UTM  16      -   0.99999116  x   1.00043605  =   1.00042720
 FE2557
 FE2557|---------------------------------------------------------------------|
 FE2557| PID    Reference Object                     Distance      Geod. Az  |
 FE2557|                                                           dddmmss.s |
 FE2557| FE1228 LOCUST                               15.226 METERS 10224     |
 FE2557| FE2081 LOCUST RM 3                           8.733 METERS 17150     |
 FE2557| FE2579 MEMPHIS TV STA WMCT MAST            APPROX. 2.5 KM 2864606.6 |
 FE2557| FE2558 LOCUST AZ MK                        419.034 METERS 3292638.2 |
 FE2557| FE2080 LOCUST RM 4                          19.705 METERS 33841     |
 FE2557|---------------------------------------------------------------------|
 FE2557
 FE2557                          SUPERSEDED SURVEY CONTROL
 FE2557
 FE2557  NAD 83(1995)-  35 09 45.41924(N)    089 51 33.85143(W) AD(       ) 3
 FE2557  NAD 83(1995)-  35 09 45.42118(N)    089 51 33.85205(W) AD(       ) 3
 FE2557  NAD 83(1986)-  35 09 45.42617(N)    089 51 33.85325(W) AD(       ) 3
 FE2557  NAD 27      -  35 09 45.10521(N)    089 51 33.54179(W) AD(       ) 3
 FE2557  NGVD 29 (07/19/86)   83.7    (m)          275.     (f) VERT ANG       
 FE2557
 FE2557.Superseded values are not recommended for survey control.
 FE2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2557.See file dsdata.txt to determine how the superseded data were derived.
 FE2557
 FE2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3955594821(NAD 83)
 FE2557_MARKER: DS = TRIANGULATION STATION DISK
 FE2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE2557_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2557+STABILITY: SURFACE MOTION
 FE2557
 FE2557  HISTORY     - Date     Condition        Report By
 FE2557  HISTORY     - 1978     MONUMENTED       NGS
 FE2557  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE2557
 FE2557                          STATION DESCRIPTION
 FE2557
 FE2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FE2557'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF BARTLETT, 0.3 MILE
 FE2557'SOUTH OF THE INTERSTATE HIGHWAY 40 AND MACON ROAD INTERCHANGE, 114
 FE2557'FEET SOUTH OF THE CENTERLINE OF MACON ROAD, 56 FEET EAST OF THE CENTER
 FE2557'LINE OF SHADY GROVE ROAD, 2 FEET WEST OF THE WEST EDGE OF SIDEWALK, 2
 FE2557'FEET EAST OF THE EAST CURB OF SHADY GROVE ROAD, AND SET IN THE TOP OF
 FE2557'A ROUND CONCRETE POST FLUSH WITH THE GROUND AND STAMPED---LOCUST 2
 FE2557'1978---.
 FE2557'
 FE2557'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, WITH
 FE2557'MAGNETS, STAMPED---LOCUST 1959 NO 3 1977---FLUSH WITH THE GROUND,
 FE2557'2 FEET EAST OF THE EAST CURB OF SHADY GROVE ROAD, 3 FEET WEST OF THE
 FE2557'WEST EDGE OF A CONCRETE SIDEWALK AND 142 FEET SOUTH OF THE CENTERLINE
 FE2557'OF MACON ROAD.
 FE2557'
 FE2557'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---LOCUST 1959 NO 4
 FE2557'1977---SET IN A DRILL HOLE IN CONCRETE CURB, 50 FEET SOUTH OF THE
 FE2557'CENTER LINE OF MACON ROAD, 19 FEET EAST OF THE CENTERLINE OF THE NORTH
 FE2557'BOUND LANE OF SHADY GROVE ROAD, 16 FEET NORTHWEST OF THE CENTERLINE OF
 FE2557'THE EAST TURN LANE, 4 FEET SOUTHWEST OF A METAL SIGN POST AND AT SOUTH
 FE2557'EDGE OF A SMALL GRASSY DIAMOND FORMED BY THE ROAD AND TURN LANE.
 FE2557'
 FE2557'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---LOCUST 1959 1977---SET
 FE2557'IN A DRILL HOLE IN THE TOP AND NORTH END OF A CONCRETE HEADWALL, 47
 FE2557'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE NEW MACON ROAD,
 FE2557'24 FEET SOUTHEAST OF THE CENTERLINE OF EXIT RAMP TO WEST BOUND I 40,
 FE2557'AND 190 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF I 40.
 FE2557
 FE2557                          STATION RECOVERY (2003)
 FE2557
 FE2557'RECOVERY NOTE BY GEOCACHING 2003
 FE2557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0275 ***********************************************************************
 GC0275  DESIGNATION -  LOCUST RM 1
 GC0275  PID         -  GC0275
 GC0275  STATE/COUNTY-  TN/WILSON
 GC0275  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0275
 GC0275                         *CURRENT SURVEY CONTROL
 GC0275  ___________________________________________________________________
 GC0275* NAD 83(1986)-  36 11 33.     (N)    086 13 13.     (W)     SCALED    
 GC0275* NAVD 88     -       196.454  (meters)     644.53   (feet)  ADJUSTED  
 GC0275  ___________________________________________________________________
 GC0275  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC0275  DYNAMIC HT  -         196.291 (meters)     644.00  (feet)  COMP
 GC0275  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GC0275
 GC0275  VERT ORDER  -  SECOND    CLASS 0
 GC0275
 GC0275.The horizontal coordinates were scaled from a topographic map and have
 GC0275.an estimated accuracy of +/- 6 seconds.
 GC0275
 GC0275.The orthometric height was determined by differential leveling
 GC0275.and adjusted by the National Geodetic Survey in June 1991..
 GC0275
 GC0275.The geoid height was determined by GEOID03.
 GC0275
 GC0275.The dynamic height is computed by dividing the NAVD 88
 GC0275.geopotential number by the normal gravity value computed on the
 GC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0275.degrees latitude (g = 980.6199 gals.).
 GC0275
 GC0275.The modeled gravity was interpolated from observed gravity values.
 GC0275
 GC0275;                    North         East    Units  Estimated Accuracy
 GC0275;SPC TN       -   206,300.      580,190.      MT  (+/- 180 meters Scaled)
 GC0275
 GC0275                          SUPERSEDED SURVEY CONTROL
 GC0275
 GC0275  NGVD 29 (??/??/92)  196.517  (m)          644.74   (f) ADJ UNCH    2 0
 GC0275
 GC0275.Superseded values are not recommended for survey control.
 GC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0275.See file dsdata.txt to determine how the superseded data were derived.
 GC0275
 GC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF701055(NAD 83)
 GC0275_MARKER: DR = REFERENCE MARK DISK
 GC0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0275_STAMPING: LOCUST NO 1 1960
 GC0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0275+STABILITY: SURFACE MOTION
 GC0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC0275+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 GC0275
 GC0275  HISTORY     - Date     Condition        Report By
 GC0275  HISTORY     - 1960     MONUMENTED       CGS
 GC0275  HISTORY     - 20010226 GOOD             TNDT
 GC0275
 GC0275                          STATION DESCRIPTION
 GC0275
 GC0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0275'4 MI E FROM LEBANON.
 GC0275'THIS MARK IS LOCATED AT THE LOCUST 1960 STATION SITE, 20.2 FT.
 GC0275'EAST OF THE STATION MARK, 18 FT. NORTH OF THE CENTER OF BLUE
 GC0275'BIRD ROAD, 16 FT. WEST OF THE SOUTHEAST CORNER OF A CEMETERY
 GC0275'AND 3 FT. SOUTH OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0275'POST THAT IS FLUSH WITH THE GROUND.
 GC0275
 GC0275                          STATION RECOVERY (2001)
 GC0275
 GC0275'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 GC0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1229 ***********************************************************************
 FE1229  DESIGNATION -  LOCUST RM 1
 FE1229  PID         -  FE1229
 FE1229  STATE/COUNTY-  TN/SHELBY
 FE1229  USGS QUAD   -  ELLENDALE (1993)
 FE1229
 FE1229                         *CURRENT SURVEY CONTROL
 FE1229  ___________________________________________________________________
 FE1229* NAD 83(1986)-  35 09 45.     (N)    089 51 31.     (W)     SCALED    
 FE1229* NAVD 88     -        84.833  (meters)     278.32   (feet)  ADJUSTED  
 FE1229  ___________________________________________________________________
 FE1229  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1229  DYNAMIC HT  -          84.756 (meters)     278.07  (feet)  COMP
 FE1229  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FE1229
 FE1229  VERT ORDER  -  SECOND    CLASS 0
 FE1229
 FE1229.The horizontal coordinates were scaled from a topographic map and have
 FE1229.an estimated accuracy of +/- 6 seconds.
 FE1229
 FE1229.The orthometric height was determined by differential leveling
 FE1229.and adjusted by the National Geodetic Survey in June 1991..
 FE1229
 FE1229.The geoid height was determined by GEOID03.
 FE1229
 FE1229.The dynamic height is computed by dividing the NAVD 88
 FE1229.geopotential number by the normal gravity value computed on the
 FE1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1229.degrees latitude (g = 980.6199 gals.).
 FE1229
 FE1229.The modeled gravity was interpolated from observed gravity values.
 FE1229
 FE1229;                    North         East    Units  Estimated Accuracy
 FE1229;SPC TN       -    98,930.      248,540.      MT  (+/- 180 meters Scaled)
 FE1229
 FE1229                          SUPERSEDED SURVEY CONTROL
 FE1229
 FE1229  NGVD 29 (??/??/??)   84.815  (m)          278.26   (f) ADJUSTED    2 0
 FE1229
 FE1229.Superseded values are not recommended for survey control.
 FE1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1229.See file dsdata.txt to determine how the superseded data were derived.
 FE1229
 FE1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD396948(NAD 83)
 FE1229_MARKER: DR = REFERENCE MARK DISK
 FE1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1229_STAMPING: LOCUST NO 1 1959
 FE1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1229+STABILITY: SURFACE MOTION
 FE1229
 FE1229  HISTORY     - Date     Condition        Report By
 FE1229  HISTORY     - 1959     MONUMENTED       CGS
 FE1229  HISTORY     - 1959     GOOD             CGS
 FE1229  HISTORY     - 1977     MARK NOT FOUND   NGS
 FE1229  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE1229
 FE1229                          STATION DESCRIPTION
 FE1229
 FE1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1229'2 MI NE FROM MEMPHIS.
 FE1229'THIS MARK IS LOCATED AT THE STATION SITE, 126 FT. NORTHEAST OF
 FE1229'THE STATION MARK, 62 FT. EAST OF A POWER LINE POLE, 36 FT. SOUTH
 FE1229'OF THE CENTER OF MACON RD., A DISK SET IN TOP OF A CONCRETE
 FE1229'POST PROJECTING 2 INCHES.
 FE1229
 FE1229                          STATION RECOVERY (1977)
 FE1229
 FE1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FE1229'MARK NOT FOUND.
 FE1229
 FE1229                          STATION RECOVERY (2003)
 FE1229
 FE1229'RECOVERY NOTE BY GEOCACHING 2003
 FE1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0273 ***********************************************************************
 GC0273  DESIGNATION -  LOCUST RM 2
 GC0273  PID         -  GC0273
 GC0273  STATE/COUNTY-  TN/WILSON
 GC0273  USGS QUAD   -  SHOP SPRINGS (1994)
 GC0273
 GC0273                         *CURRENT SURVEY CONTROL
 GC0273  ___________________________________________________________________
 GC0273* NAD 83(1986)-  36 11 33.     (N)    086 13 13.     (W)     SCALED    
 GC0273* NAVD 88     -       195.764  (meters)     642.27   (feet)  ADJUSTED  
 GC0273  ___________________________________________________________________
 GC0273  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GC0273  DYNAMIC HT  -         195.601 (meters)     641.73  (feet)  COMP
 GC0273  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 GC0273
 GC0273  VERT ORDER  -  SECOND    CLASS 0
 GC0273
 GC0273.The horizontal coordinates were scaled from a topographic map and have
 GC0273.an estimated accuracy of +/- 6 seconds.
 GC0273
 GC0273.The orthometric height was determined by differential leveling
 GC0273.and adjusted by the National Geodetic Survey in June 1991..
 GC0273
 GC0273.The geoid height was determined by GEOID03.
 GC0273
 GC0273.The dynamic height is computed by dividing the NAVD 88
 GC0273.geopotential number by the normal gravity value computed on the
 GC0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0273.degrees latitude (g = 980.6199 gals.).
 GC0273
 GC0273.The modeled gravity was interpolated from observed gravity values.
 GC0273
 GC0273;                    North         East    Units  Estimated Accuracy
 GC0273;SPC TN       -   206,300.      580,190.      MT  (+/- 180 meters Scaled)
 GC0273
 GC0273                          SUPERSEDED SURVEY CONTROL
 GC0273
 GC0273  NGVD 29 (??/??/92)  195.827  (m)          642.48   (f) ADJ UNCH    2 0
 GC0273
 GC0273.Superseded values are not recommended for survey control.
 GC0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0273.See file dsdata.txt to determine how the superseded data were derived.
 GC0273
 GC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF701055(NAD 83)
 GC0273_MARKER: DB = BENCH MARK DISK
 GC0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0273_STAMPING: LOCUST NO 2 1960
 GC0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0273+STABILITY: SURFACE MOTION
 GC0273
 GC0273  HISTORY     - Date     Condition        Report By
 GC0273  HISTORY     - 1960     MONUMENTED       CGS
 GC0273
 GC0273                          STATION DESCRIPTION
 GC0273
 GC0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0273'4 MI E FROM LEBANON.
 GC0273'THIS MARK IS LOCATED AT THE LOCUST 1960 STATION SITE, 50 FT.
 GC0273'SOUTH OF THE STATION MARK, 16 FT. SOUTH OF A FENCE CORNER,
 GC0273'14 FT. WEST OF THE CENTER OF A GRAVELED ROAD AND 1 FT. WEST OF A
 GC0273'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 GC0273'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1230 ***********************************************************************
 FE1230  DESIGNATION -  LOCUST RM 2
 FE1230  PID         -  FE1230
 FE1230  STATE/COUNTY-  TN/SHELBY
 FE1230  USGS QUAD   -  ELLENDALE (1993)
 FE1230
 FE1230                         *CURRENT SURVEY CONTROL
 FE1230  ___________________________________________________________________
 FE1230* NAD 83(1986)-  35 09 45.     (N)    089 51 31.     (W)     SCALED    
 FE1230* NAVD 88     -        87.460  (meters)     286.94   (feet)  ADJUSTED  
 FE1230  ___________________________________________________________________
 FE1230  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1230  DYNAMIC HT  -          87.380 (meters)     286.68  (feet)  COMP
 FE1230  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FE1230
 FE1230  VERT ORDER  -  SECOND    CLASS 0
 FE1230
 FE1230.The horizontal coordinates were scaled from a topographic map and have
 FE1230.an estimated accuracy of +/- 6 seconds.
 FE1230
 FE1230.The orthometric height was determined by differential leveling
 FE1230.and adjusted by the National Geodetic Survey in June 1991..
 FE1230
 FE1230.The geoid height was determined by GEOID03.
 FE1230
 FE1230.The dynamic height is computed by dividing the NAVD 88
 FE1230.geopotential number by the normal gravity value computed on the
 FE1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1230.degrees latitude (g = 980.6199 gals.).
 FE1230
 FE1230.The modeled gravity was interpolated from observed gravity values.
 FE1230
 FE1230;                    North         East    Units  Estimated Accuracy
 FE1230;SPC TN       -    98,930.      248,540.      MT  (+/- 180 meters Scaled)
 FE1230
 FE1230                          SUPERSEDED SURVEY CONTROL
 FE1230
 FE1230  NGVD 29 (??/??/??)   87.441  (m)          286.88   (f) ADJUSTED    2 0
 FE1230
 FE1230.Superseded values are not recommended for survey control.
 FE1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1230.See file dsdata.txt to determine how the superseded data were derived.
 FE1230
 FE1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD396948(NAD 83)
 FE1230_MARKER: DR = REFERENCE MARK DISK
 FE1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1230_STAMPING: LOCUST NO 2 1959
 FE1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1230+STABILITY: SURFACE MOTION
 FE1230
 FE1230  HISTORY     - Date     Condition        Report By
 FE1230  HISTORY     - 1959     MONUMENTED       CGS
 FE1230  HISTORY     - 1959     GOOD             CGS
 FE1230  HISTORY     - 1977     MARK NOT FOUND   NGS
 FE1230  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE1230
 FE1230                          STATION DESCRIPTION
 FE1230
 FE1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1230'2 MI NE FROM MEMPHIS.
 FE1230'THIS MARK IS LOCATED AT THE STATION SITE, 223 FT. EAST OF THE
 FE1230'STATION MARK, 151 FT. SOUTH OF THE CENTER OF THE T JUNCTION
 FE1230'OF MACON RD. AND LOCUST RD., 20 FT. WEST OF THE CENTER OF LOCUST
 FE1230'RD., A DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1230
 FE1230                          STATION RECOVERY (1977)
 FE1230
 FE1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FE1230'MARK NOT FOUND.
 FE1230
 FE1230                          STATION RECOVERY (2003)
 FE1230
 FE1230'RECOVERY NOTE BY GEOCACHING 2003
 FE1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2081 ***********************************************************************
 FE2081  DESIGNATION -  LOCUST RM 3
 FE2081  PID         -  FE2081
 FE2081  STATE/COUNTY-  TN/SHELBY
 FE2081  USGS QUAD   -  ELLENDALE (1993)
 FE2081
 FE2081                         *CURRENT SURVEY CONTROL
 FE2081  ___________________________________________________________________
 FE2081* NAD 83(1986)-  35 09 45.     (N)    089 51 31.     (W)     SCALED    
 FE2081* NAVD 88     -        86.80   (+/-2cm)     284.8    (feet)  VERTCON   
 FE2081  ___________________________________________________________________
 FE2081  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2081
 FE2081  VERT ORDER  -  THIRD (See Below)
 FE2081
 FE2081.The horizontal coordinates were scaled from a topographic map and have
 FE2081.an estimated accuracy of +/- 6 seconds.
 FE2081
 FE2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2081.The vertical order pertains to the NGVD 29 superseded value.
 FE2081
 FE2081.The geoid height was determined by GEOID03.
 FE2081
 FE2081;                    North         East    Units  Estimated Accuracy
 FE2081;SPC TN       -    98,930.      248,540.      MT  (+/- 180 meters Scaled)
 FE2081
 FE2081                          SUPERSEDED SURVEY CONTROL
 FE2081
 FE2081  NGVD 29 (??/??/??)   86.78   (m)          284.7    (f) RESET       3  
 FE2081
 FE2081.Superseded values are not recommended for survey control.
 FE2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2081.See file dsdata.txt to determine how the superseded data were derived.
 FE2081
 FE2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD396948(NAD 83)
 FE2081_MARKER: DR = REFERENCE MARK DISK
 FE2081_SETTING: 0 = UNSPECIFIED SETTING
 FE2081_STAMPING: LOCUST 1959 NO 3 1977
 FE2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2081
 FE2081  HISTORY     - Date     Condition        Report By
 FE2081  HISTORY     - 1977     MONUMENTED       NGS
 FE2081  HISTORY     - 20030730 MARK NOT FOUND   GEOCAC
 FE2081
 FE2081                          STATION DESCRIPTION
 FE2081
 FE2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FE2081'2 MI NE FROM MEMPHIS.
 FE2081'0.3 MILE SOUTH OF THE INTERSECTION OF MACON ROAD AND INTER-
 FE2081'STATE HIGHWAY 40, 2 FEET EAST OF THE EAST CURB OF SHADY GROVE ROAD,
 FE2081'3 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 142 FEET SOUTH
 FE2081'OF THE CENTERLINE OF MACON ROAD, THE TOP OF A PRECAST ALUMINUM
 FE2081'MONUMENT (REFERENCE), WITH MAGNETS AND FLUSH WITH THE GROUND.
 FE2081
 FE2081                          STATION RECOVERY (2003)
 FE2081
 FE2081'RECOVERY NOTE BY GEOCACHING 2003
 FE2081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2080 ***********************************************************************
 FE2080  DESIGNATION -  LOCUST RM 4
 FE2080  PID         -  FE2080
 FE2080  STATE/COUNTY-  TN/SHELBY
 FE2080  USGS QUAD   -  ELLENDALE (1993)
 FE2080
 FE2080                         *CURRENT SURVEY CONTROL
 FE2080  ___________________________________________________________________
 FE2080* NAD 83(1986)-  35 09 45.     (N)    089 51 31.     (W)     SCALED    
 FE2080* NAVD 88     -        86.72   (+/-2cm)     284.5    (feet)  VERTCON   
 FE2080  ___________________________________________________________________
 FE2080  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2080
 FE2080  VERT ORDER  -  THIRD (See Below)
 FE2080
 FE2080.The horizontal coordinates were scaled from a topographic map and have
 FE2080.an estimated accuracy of +/- 6 seconds.
 FE2080
 FE2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2080.The vertical order pertains to the NGVD 29 superseded value.
 FE2080
 FE2080.The geoid height was determined by GEOID03.
 FE2080
 FE2080;                    North         East    Units  Estimated Accuracy
 FE2080;SPC TN       -    98,930.      248,540.      MT  (+/- 180 meters Scaled)
 FE2080
 FE2080                          SUPERSEDED SURVEY CONTROL
 FE2080
 FE2080  NGVD 29 (??/??/??)   86.70   (m)          284.4    (f) RESET       3  
 FE2080
 FE2080.Superseded values are not recommended for survey control.
 FE2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2080.See file dsdata.txt to determine how the superseded data were derived.
 FE2080
 FE2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD396948(NAD 83)
 FE2080_MARKER: DR = REFERENCE MARK DISK
 FE2080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE2080_SP_SET: CURB
 FE2080_STAMPING: LOCUST 1959 NO 4 1977
 FE2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2080
 FE2080  HISTORY     - Date     Condition        Report By
 FE2080  HISTORY     - 1977     MONUMENTED       NGS
 FE2080  HISTORY     - 20030730 GOOD             GEOCAC
 FE2080
 FE2080                          STATION DESCRIPTION
 FE2080
 FE2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FE2080'2 MI NE FROM MEMPHIS.
 FE2080'0.3 MILE SOUTHWEST OF THE INTERSECTION OF MACON ROAD AND IN E
 FE2080'TERSTATE HIGHWAY 40 SET IN A DRILL HOLE IN A CONCRETE CURB AT THE
 FE2080'SOUTH EDGE OF A SMALL GRASSY TRIANGLE FORMED BY SHADY GROVE ROAD
 FE2080'AND EAST TURN LANE, 50 FEET SOUTH OF THE CENTERLINE OF MACON ROAD,
 FE2080'19 FEET EASST OF THE CENTERLINE OF THE NORTH BOUND LANE OF SHADY GROVE
 FE2080'ROAD, 16 FEET NORTHWEST OF THE CENTERLINE OF THE TURN LANE AND 4
 FE2080'FEET SOUTHWEST OF A METAL SIGN POST.
 FE2080
 FE2080                          STATION RECOVERY (2003)
 FE2080
 FE2080'RECOVERY NOTE BY GEOCACHING 2003
 FE2080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0845 ***********************************************************************
 GC0845  DESIGNATION -  LODGE
 GC0845  PID         -  GC0845
 GC0845  STATE/COUNTY-  TN/DAVIDSON
 GC0845  USGS QUAD   -  OAK HILL (1968)
 GC0845
 GC0845                         *CURRENT SURVEY CONTROL
 GC0845  ___________________________________________________________________
 GC0845* NAD 83(1986)-  36 06 53.     (N)    086 48 38.     (W)     SCALED    
 GC0845* NAVD 88     -       194.440  (meters)     637.93   (feet)  ADJUSTED  
 GC0845  ___________________________________________________________________
 GC0845  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0845  DYNAMIC HT  -         194.273 (meters)     637.38  (feet)  COMP
 GC0845  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GC0845
 GC0845  VERT ORDER  -  SECOND    CLASS 0
 GC0845
 GC0845.The horizontal coordinates were scaled from a topographic map and have
 GC0845.an estimated accuracy of +/- 6 seconds.
 GC0845
 GC0845.The orthometric height was determined by differential leveling
 GC0845.and adjusted by the National Geodetic Survey in June 1991..
 GC0845
 GC0845.The geoid height was determined by GEOID03.
 GC0845
 GC0845.The dynamic height is computed by dividing the NAVD 88
 GC0845.geopotential number by the normal gravity value computed on the
 GC0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0845.degrees latitude (g = 980.6199 gals.).
 GC0845
 GC0845.The modeled gravity was interpolated from observed gravity values.
 GC0845
 GC0845;                    North         East    Units  Estimated Accuracy
 GC0845;SPC TN       -   197,950.      527,030.      MT  (+/- 180 meters Scaled)
 GC0845
 GC0845                          SUPERSEDED SURVEY CONTROL
 GC0845
 GC0845  NGVD 29 (??/??/92)  194.459  (m)          637.99   (f) ADJ UNCH    2 0
 GC0845
 GC0845.Superseded values are not recommended for survey control.
 GC0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0845.See file dsdata.txt to determine how the superseded data were derived.
 GC0845
 GC0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE170966(NAD 83)
 GC0845_MARKER: DD = SURVEY DISK
 GC0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0845_STAMPING: LODGE 1963
 GC0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0845+STABILITY: SURFACE MOTION
 GC0845
 GC0845  HISTORY     - Date     Condition        Report By
 GC0845  HISTORY     - 1963     MONUMENTED       TNHD
 GC0845
 GC0845                          STATION DESCRIPTION
 GC0845
 GC0845'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0845'3 MI S FROM NASHVILLE.
 GC0845'FROM THE GREEN HILLS BRANCH POST OFFICE IN GREEN HILLS, GO 0.9
 GC0845'MILE NORTH ON U.S. HIGHWAY 431 TO THE STATION ON THE RIGHT.
 GC0845'THE STATION IS 0.05 MILE NORTH OF THE INTERSECTION OF WOODMONT
 GC0845'BLVD. AND U.S. HIGHWAY 431, 62 FEET SOUTH OF THE APPROXIMATE
 GC0845'CENTERLINE OF U.S. HIGHWAY 431, 44 FEET SOUTHEAST OF THE
 GC0845'TELEPHONE POLE NO. 51, 29 FEET NORTHWEST OF A 12-INCH HACKBERRY
 GC0845'TREE, AND 29 FEET NORTHEAST OF A STONE AND CEMENT CORNER POST.
 GC0845'IT IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2299 ***********************************************************************
 GC2299  DESIGNATION -  LODGE
 GC2299  PID         -  GC2299
 GC2299  STATE/COUNTY-  TN/DAVIDSON
 GC2299  USGS QUAD   -  OAK HILL (1968)
 GC2299
 GC2299                         *CURRENT SURVEY CONTROL
 GC2299  ___________________________________________________________________
 GC2299* NAD 83(1995)-  36 06 52.94593(N)    086 48 37.99788(W)     ADJUSTED  
 GC2299* NAVD 88     -       196.44   (+/-2cm)     644.5    (feet)  VERTCON   
 GC2299  ___________________________________________________________________
 GC2299  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 GC2299  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC2299
 GC2299  HORZ ORDER  -  SECOND
 GC2299  VERT ORDER  -  THIRD ? (See Below)
 GC2299
 GC2299.The horizontal coordinates were established by classical geodetic methods
 GC2299.and adjusted by the National Geodetic Survey in April 1999..
 GC2299
 GC2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2299.The vertical order pertains to the NGVD 29 superseded value.
 GC2299
 GC2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2299
 GC2299.The geoid height was determined by GEOID03.
 GC2299
 GC2299;                    North         East     Units Scale Factor Converg.
 GC2299;SPC TN       -   197,944.991   527,027.085   MT  0.99996036   -0 28 28.3
 GC2299;SPC TN       -   649,424.52  1,729,088.03   sFT  0.99996036   -0 28 28.3
 GC2299;UTM  16      - 3,996,687.894   517,049.479   MT  0.99960358   +0 06 42.0
 GC2299
 GC2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2299!SPC TN       -   0.99997375  x   0.99996036  =   0.99993411
 GC2299!UTM  16      -   0.99997375  x   0.99960358  =   0.99957734
 GC2299
 GC2299|---------------------------------------------------------------------|
 GC2299| PID    Reference Object                     Distance      Geod. Az  |
 GC2299|                                                           dddmmss.s |
 GC2299| GC0844 LODGE RM 1                           21.848 METERS 10804     |
 GC2299| CG6799 CALVARY METH CH SPIRE                              1974633.5 |
 GC2299| GC0846 LODGE RM 2                           24.311 METERS 34654     |
 GC2299|---------------------------------------------------------------------|
 GC2299
 GC2299                          SUPERSEDED SURVEY CONTROL
 GC2299
 GC2299  NAD 83(1995)-  36 06 52.94807(N)    086 48 37.99984(W) AD(       ) 2
 GC2299  NAD 83(1995)-  36 06 52.94969(N)    086 48 37.99979(W) AD(       ) 2
 GC2299  NAD 83(1986)-  36 06 52.95615(N)    086 48 38.00107(W) AD(       ) 2
 GC2299  NAD 27      -  36 06 52.74600(N)    086 48 37.99980(W) AD(       ) 2
 GC2299  NGVD 29 (07/19/86)  196.46   (m)          644.6    (f) LEVELING    3  
 GC2299
 GC2299.Superseded values are not recommended for survey control.
 GC2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2299.See file dsdata.txt to determine how the superseded data were derived.
 GC2299
 GC2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1704996688(NAD 83)
 GC2299_MARKER: DD = SURVEY DISK
 GC2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2299
 GC2299  HISTORY     - Date     Condition        Report By
 GC2299  HISTORY     - 1963     MONUMENTED       TNHD
 GC2299
 GC2299                          STATION DESCRIPTION
 GC2299
 GC2299'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GC2299'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF DOWN TOWN NASHVILLE AND
 GC2299'ON THE FRONT LAWN OF THE PHOENIX LODGE NO. 131.
 GC2299'
 GC2299'TO REACH THE STATION FROM THE GREEN HILLS BRANCH POST OFFICE IN GREEN
 GC2299'HILLS, GO 0.9 MILE NORTH ON U.S. HIGHWAY 431 TO THE STATION ON THE
 GC2299'RIGHT.
 GC2299'
 GC2299'THE STATION IS 0.05 MILE NORTH OF THE INTERSECTION OF WOODMONT BLVD.
 GC2299'AND U.S. HIGHWAY 431, 62 FEET SOUTH OF THE APPROXIMATE
 GC2299'CENTER OF THE GRAVELED DRIVE TO THE PHOENIX LODGE, 60 FEET EAST OF
 GC2299'THE APPROXIMATE CENTERLINE OF U.S.  HIGHWAY 431, 44 FEET
 GC2299'SOUTHEAST OF THE TELEPHONE POLE NO. 51, 29 FEET NORTHWEST OF A
 GC2299'12-INCH HACKBERRY TREE, AND 29 FEET NORTHEAST OF A STONE AND CEMENT
 GC2299'CORNER POST. THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GC2299'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED LODGE 1963. THE
 GC2299'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE
 GC2299'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2299'
 GC2299'REFERENCE MARK NO. 1 IS 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC2299'THE LODGE, 44 FEET EAST OF A 12-INCH HACKBERRY TREE, 35 FEET
 GC2299'SOUTHEAST OF A 14-INCH MAPLE TREE, AND 1 FOOT NORTH OF A HEDGE LINE.
 GC2299'IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2299'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2299'LODGE RM-1 1963.
 GC2299'
 GC2299'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE TELEPHONE POLE NO. 51,
 GC2299'34 FEET EAST OF THE APPROXIMATE CENTERLINE OF U.S.  HIGHWAY 431, 32
 GC2299'FEET WEST OF THE LODGE SIGN, AND 16 FEET NORTH OF THE APPROXIMATE
 GC2299'CENTERLINE OF THE GRAVELED DRIVE TO THE LODGE. IT IS A STANDARD
 GC2299'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2299'CONCRETE MONUMENT AND THE DISK IS STAMPED LODGE RM-2 1963.
 GC2299'
 GC2299'THE CALVERY METHODIST CHURCH SPIRE WILL SERVE AS THE AZIMUTH TO THIS
 GC2299'STATION. IT IS A RED BRICK BUILDING WITH 4 WHITE PILLARS IN THE
 GC2299'FRONT AND THE SPIRAL HAS AN OVERALL HEIGHT OF ABOUT 120 FEET. THE
 GC2299'POINT INTERSECTED WAS THE WHITE CROSS AT THE TOP OF THE SPIRAL.
 GC2299'
 GC2299'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.3 MILE SOUTH ON U.S.
 GC2299'HIGHWAY 431 TO THE CHURCH ON THE RIGHT.
 GC2299'
 GC2299'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0844 ***********************************************************************
 GC0844  DESIGNATION -  LODGE RM 1
 GC0844  PID         -  GC0844
 GC0844  STATE/COUNTY-  TN/DAVIDSON
 GC0844  USGS QUAD   -  OAK HILL (1968)
 GC0844
 GC0844                         *CURRENT SURVEY CONTROL
 GC0844  ___________________________________________________________________
 GC0844* NAD 83(1986)-  36 06 53.     (N)    086 48 38.     (W)     SCALED    
 GC0844* NAVD 88     -       195.615  (meters)     641.78   (feet)  ADJUSTED  
 GC0844  ___________________________________________________________________
 GC0844  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0844  DYNAMIC HT  -         195.447 (meters)     641.23  (feet)  COMP
 GC0844  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GC0844
 GC0844  VERT ORDER  -  SECOND    CLASS 0
 GC0844
 GC0844.The horizontal coordinates were scaled from a topographic map and have
 GC0844.an estimated accuracy of +/- 6 seconds.
 GC0844
 GC0844.The orthometric height was determined by differential leveling
 GC0844.and adjusted by the National Geodetic Survey in June 1991..
 GC0844
 GC0844.The geoid height was determined by GEOID03.
 GC0844
 GC0844.The dynamic height is computed by dividing the NAVD 88
 GC0844.geopotential number by the normal gravity value computed on the
 GC0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0844.degrees latitude (g = 980.6199 gals.).
 GC0844
 GC0844.The modeled gravity was interpolated from observed gravity values.
 GC0844
 GC0844;                    North         East    Units  Estimated Accuracy
 GC0844;SPC TN       -   197,950.      527,030.      MT  (+/- 180 meters Scaled)
 GC0844
 GC0844                          SUPERSEDED SURVEY CONTROL
 GC0844
 GC0844  NGVD 29 (??/??/92)  195.634  (m)          641.84   (f) ADJ UNCH    2 0
 GC0844
 GC0844.Superseded values are not recommended for survey control.
 GC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0844.See file dsdata.txt to determine how the superseded data were derived.
 GC0844
 GC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE170966(NAD 83)
 GC0844_MARKER: DD = SURVEY DISK
 GC0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0844_STAMPING: LODGE RM-1 1963
 GC0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0844+STABILITY: SURFACE MOTION
 GC0844
 GC0844  HISTORY     - Date     Condition        Report By
 GC0844  HISTORY     - 1963     MONUMENTED       TNHD
 GC0844
 GC0844                          STATION DESCRIPTION
 GC0844
 GC0844'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0844'3 MI S FROM NASHVILLE.
 GC0844'THE MARK IS LOCATED AT THE LODGE 1963 STATION SITE, 75 FEET
 GC0844'SOUTHWEST OF THE SOUTHWEST CORNER OF THE LODGE, 44 FEET EAST OF
 GC0844'A 12-INCH HACKBERRY TREE, 35 FEET SOUTHEAST OF A 14-INCH MAPLE
 GC0844'TREE, AND 1 FOOT NORTH OF A HEDGE LINE.  IT IS SET IN A 10-INCH
 GC0844'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0846 ***********************************************************************
 GC0846  DESIGNATION -  LODGE RM 2
 GC0846  PID         -  GC0846
 GC0846  STATE/COUNTY-  TN/DAVIDSON
 GC0846  USGS QUAD   -  OAK HILL (1968)
 GC0846
 GC0846                         *CURRENT SURVEY CONTROL
 GC0846  ___________________________________________________________________
 GC0846* NAD 83(1986)-  36 06 53.     (N)    086 48 38.     (W)     SCALED    
 GC0846* NAVD 88     -       194.855  (meters)     639.29   (feet)  ADJUSTED  
 GC0846  ___________________________________________________________________
 GC0846  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GC0846  DYNAMIC HT  -         194.688 (meters)     638.74  (feet)  COMP
 GC0846  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GC0846
 GC0846  VERT ORDER  -  SECOND    CLASS 0
 GC0846
 GC0846.The horizontal coordinates were scaled from a topographic map and have
 GC0846.an estimated accuracy of +/- 6 seconds.
 GC0846
 GC0846.The orthometric height was determined by differential leveling
 GC0846.and adjusted by the National Geodetic Survey in June 1991..
 GC0846
 GC0846.The geoid height was determined by GEOID03.
 GC0846
 GC0846.The dynamic height is computed by dividing the NAVD 88
 GC0846.geopotential number by the normal gravity value computed on the
 GC0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0846.degrees latitude (g = 980.6199 gals.).
 GC0846
 GC0846.The modeled gravity was interpolated from observed gravity values.
 GC0846
 GC0846;                    North         East    Units  Estimated Accuracy
 GC0846;SPC TN       -   197,950.      527,030.      MT  (+/- 180 meters Scaled)
 GC0846
 GC0846                          SUPERSEDED SURVEY CONTROL
 GC0846
 GC0846  NGVD 29 (??/??/92)  194.875  (m)          639.35   (f) ADJ UNCH    2 0
 GC0846
 GC0846.Superseded values are not recommended for survey control.
 GC0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0846.See file dsdata.txt to determine how the superseded data were derived.
 GC0846
 GC0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE170966(NAD 83)
 GC0846_MARKER: DD = SURVEY DISK
 GC0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0846_STAMPING: LODGE RM-2 1963
 GC0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0846+STABILITY: SURFACE MOTION
 GC0846
 GC0846  HISTORY     - Date     Condition        Report By
 GC0846  HISTORY     - 1963     MONUMENTED       TNHD
 GC0846
 GC0846                          STATION DESCRIPTION
 GC0846
 GC0846'DESCRIBED BY TN HIGHWAY DEPT 1963
 GC0846'3 MI S FROM NASHVILLE.
 GC0846'THE MARK IS AT THE LODGE 1963 STATION SITE, 39 FEET NORTH OF THE
 GC0846'TELEPHONE POLE NO. 51, 34 FEET EAST OF THE APPROXIMATE CENTERLINE
 GC0846'OF THE GRAVELED DRIVE TO THE LODGE.  IT IS SET IN A 10-INCH
 GC0846'SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1268 ***********************************************************************
 FE1268  DESIGNATION -  LOG
 FE1268  PID         -  FE1268
 FE1268  STATE/COUNTY-  TN/SHELBY
 FE1268  USGS QUAD   -  EADS (1983)
 FE1268
 FE1268                         *CURRENT SURVEY CONTROL
 FE1268  ___________________________________________________________________
 FE1268* NAD 83(1995)-  35 14 23.43626(N)    089 42 26.04974(W)     ADJUSTED  
 FE1268* NAVD 88     -       117.300  (meters)     384.84   (feet)  ADJUSTED  
 FE1268  ___________________________________________________________________
 FE1268  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FE1268  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1268  DYNAMIC HT  -         117.194 (meters)     384.49  (feet)  COMP
 FE1268  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 FE1268
 FE1268  HORZ ORDER  -  SECOND
 FE1268  VERT ORDER  -  SECOND    CLASS 0
 FE1268
 FE1268.The horizontal coordinates were established by classical geodetic methods
 FE1268.and adjusted by the National Geodetic Survey in April 1999..
 FE1268
 FE1268.The orthometric height was determined by differential leveling
 FE1268.and adjusted by the National Geodetic Survey in June 1991..
 FE1268
 FE1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1268
 FE1268.The geoid height was determined by GEOID03.
 FE1268
 FE1268.The dynamic height is computed by dividing the NAVD 88
 FE1268.geopotential number by the normal gravity value computed on the
 FE1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1268.degrees latitude (g = 980.6199 gals.).
 FE1268
 FE1268.The modeled gravity was interpolated from observed gravity values.
 FE1268
 FE1268;                    North         East     Units Scale Factor Converg.
 FE1268;SPC TN       -   106,968.008   262,643.758   MT  1.00000181   -2 10 13.3
 FE1268;SPC TN       -   350,944.21    861,690.40   sFT  1.00000181   -2 10 13.3
 FE1268;UTM  16      - 3,903,000.920   253,652.357   MT  1.00034797   -1 33 46.3
 FE1268
 FE1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1268!SPC TN       -   0.99998589  x   1.00000181  =   0.99998770
 FE1268!UTM  16      -   0.99998589  x   1.00034797  =   1.00033385
 FE1268
 FE1268:                Primary Azimuth Mark                     Grid Az
 FE1268:SPC TN       -  LOG AZ MK                                083 35 54.5
 FE1268:UTM  16      -  LOG AZ MK                                082 59 27.5
 FE1268
 FE1268|---------------------------------------------------------------------|
 FE1268| PID    Reference Object                     Distance      Geod. Az  |
 FE1268|                                                           dddmmss.s |
 FE1268| FE1270 LOG AZ MK                                          0812541.2 |
 FE1268| FE1269 LOG RM 1                             38.478 METERS 13656     |
 FE1268| FE1267 LOG RM 2                             24.094 METERS 25059     |
 FE1268|---------------------------------------------------------------------|
 FE1268
 FE1268                          SUPERSEDED SURVEY CONTROL
 FE1268
 FE1268  NAD 83(1995)-  35 14 23.44113(N)    089 42 26.05133(W) AD(       ) 2
 FE1268  NAD 83(1995)-  35 14 23.44178(N)    089 42 26.05132(W) AD(       ) 2
 FE1268  NAD 83(1986)-  35 14 23.44777(N)    089 42 26.05025(W) AD(       ) 2
 FE1268  NAD 27      -  35 14 23.13310(N)    089 42 25.75520(W) AD(       ) 2
 FE1268  NGVD 29 (??/??/??)  117.287  (m)          384.80   (f) ADJUSTED    2 0
 FE1268
 FE1268.Superseded values are not recommended for survey control.
 FE1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1268.See file dsdata.txt to determine how the superseded data were derived.
 FE1268
 FE1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5365203001(NAD 83)
 FE1268_MARKER: DS = TRIANGULATION STATION DISK
 FE1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1268_STAMPING: LOG 1958
 FE1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1268+STABILITY: SURFACE MOTION
 FE1268
 FE1268  HISTORY     - Date     Condition        Report By
 FE1268  HISTORY     - 1958     MONUMENTED       CGS
 FE1268  HISTORY     - 1958     GOOD             CGS
 FE1268  HISTORY     - 1965     MARK NOT FOUND   USGS
 FE1268  HISTORY     - 19650515 MARK NOT FOUND   USGS
 FE1268  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1268
 FE1268                          STATION DESCRIPTION
 FE1268
 FE1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1268'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF ARLINGTON AND ABOUT
 FE1268'4 MILES NORTHWEST OF EADS. IT IS 110 FEET SOUTHWEST OF A
 FE1268'FORK IN THE ROAD AND 21 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 FE1268'GRAVELED ROAD. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE1268'GROUND AND IS STAMPED LOG 1958.
 FE1268'
 FE1268'REFERENCE MARK NO. 1 IS 17 FEET WEST-SOUTHWEST OF THE CENTER OF A
 FE1268'GRAVELED ROAD, 4 FEET WEST-SOUTHWEST OF A SMALL LIGHT POLE AND ABOUT
 FE1268'4 FEET LOWER THAN THE STATION. THE MARK IS SET FLUSH WITH THE SURFACE
 FE1268'OF THE GROUND AND IS STAMPED LOG NO 1 1958.
 FE1268'
 FE1268'REFERENCE MARK NO. 2 IS 18 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 FE1268'GRAVELED ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION. THE
 FE1268'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LOG
 FE1268'NO 2 1958.
 FE1268'
 FE1268'THE AZIMUTH MARK IS 18 FEET SOUTH OF THE CENTER OF CHAMBERS ROAD, 2
 FE1268'FEET NORTHWEST OF A POWER LINE POLE, 2 FEET SOUTHWEST OF A
 FE1268'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE LINE. THE MARK IS SET
 FE1268'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LOG 1958.
 FE1268'
 FE1268'TO REACH FROM THE POST OFFICE IN ARLINGTON, GO WEST ON WALKER ST. FOR
 FE1268'0.4 MILE TO THE END OF WALKER ST., TURN LEFT SOUTH ON POLK ST. FOR
 FE1268'0.4 MILE TO A T-INTERSECTION, TURN RIGHT AND GO WEST ON ARLINGTON RD.
 FE1268'FOR 0.35 MILE TO CROSSROADS, CONTINUE SOUTHWEST ON ARLINGTON
 FE1268'RD. FOR 2.55 MILES TO A T-INTERSECTION, TURN LEFT ON CHAMBERS RD.
 FE1268'SOUTH AND GO 1.8 MILES TO A DRIVEWAY ROAD AND THE (THWREATS) MAIL
 FE1268'BOX* ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.15 MILE TO TOP OF
 FE1268'HILL, FORK AND STATION AS DESCRIBED.
 FE1268'
 FE1268'TO REACH THE AZIMUTH MARK FROM (THWREATS) MAIL BOX*, KEEP LEFT
 FE1268'EASTERLY ON CHAMBERS RD. FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 FE1268'RIGHT AS DESCRIBED.
 FE1268'
 FE1268'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1268
 FE1268                          STATION RECOVERY (1958)
 FE1268
 FE1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1268'10.8 MI SW FROM GALLAWAY.
 FE1268'1.9 MILES SOUTH ALONG A PAVED ROAD, FROM THE L. AND N. RR CROSSING
 FE1268'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1268'2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILES WEST ALONG
 FE1268'A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG THE COLL- AR. RD.,
 FE1268'THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES
 FE1268'SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTH ALONG AIR LINE
 FE1268'RD., THENCE 0.65 MILE SOUTHWEST ALONG DONNELSON RD., THENCE 0.9
 FE1268'MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTHEAST ALONG A
 FE1268'TRAIL ROAD, THENCE 0.4 MILE ALONG A PAVED ROAD, THENCE 0.2 MILE
 FE1268'WEST ALONG A DIRT ROAD, 110.0 FT. SOUTHWEST OF A FORK IN THE ROAD,
 FE1268'21 FEET SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, A
 FE1268'C AND GS TRIANGULATION STATION MARK SET IN THE TOP OF A CONCRETE
 FE1268'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 FE1268
 FE1268                          STATION RECOVERY (1965)
 FE1268
 FE1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FE1268'MARK NOT FOUND.
 FE1268
 FE1268                          STATION RECOVERY (1965)
 FE1268
 FE1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (LRW)
 FE1268'MARK NOT FOUND.
 FE1268
 FE1268                          STATION RECOVERY (1992)
 FE1268
 FE1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1268'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1270 ***********************************************************************
 FE1270  DESIGNATION -  LOG AZ MK
 FE1270  PID         -  FE1270
 FE1270  STATE/COUNTY-  TN/SHELBY
 FE1270  USGS QUAD   -  EADS (1983)
 FE1270
 FE1270                         *CURRENT SURVEY CONTROL
 FE1270  ___________________________________________________________________
 FE1270* NAD 83(1986)-  35 14 23.     (N)    089 42 25.     (W)     SCALED    
 FE1270* NAVD 88     -       102.059  (meters)     334.84   (feet)  ADJUSTED  
 FE1270  ___________________________________________________________________
 FE1270  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1270  DYNAMIC HT  -         101.967 (meters)     334.54  (feet)  COMP
 FE1270  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 FE1270
 FE1270  VERT ORDER  -  SECOND    CLASS 0
 FE1270
 FE1270.The horizontal coordinates were scaled from a topographic map and have
 FE1270.an estimated accuracy of +/- 6 seconds.
 FE1270
 FE1270.The orthometric height was determined by differential leveling
 FE1270.and adjusted by the National Geodetic Survey in June 1991..
 FE1270
 FE1270.The geoid height was determined by GEOID03.
 FE1270
 FE1270.The dynamic height is computed by dividing the NAVD 88
 FE1270.geopotential number by the normal gravity value computed on the
 FE1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1270.degrees latitude (g = 980.6199 gals.).
 FE1270
 FE1270.The modeled gravity was interpolated from observed gravity values.
 FE1270
 FE1270;                    North         East    Units  Estimated Accuracy
 FE1270;SPC TN       -   106,950.      262,670.      MT  (+/- 180 meters Scaled)
 FE1270
 FE1270                          SUPERSEDED SURVEY CONTROL
 FE1270
 FE1270  NGVD 29 (??/??/??)  102.046  (m)          334.80   (f) ADJUSTED    2 0
 FE1270
 FE1270.Superseded values are not recommended for survey control.
 FE1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1270.See file dsdata.txt to determine how the superseded data were derived.
 FE1270
 FE1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE536029(NAD 83)
 FE1270_MARKER: DZ = AZIMUTH MARK DISK
 FE1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1270_STAMPING: LOG 1958
 FE1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1270+STABILITY: SURFACE MOTION
 FE1270
 FE1270  HISTORY     - Date     Condition        Report By
 FE1270  HISTORY     - 1958     MONUMENTED       CGS
 FE1270  HISTORY     - 1958     GOOD             CGS
 FE1270  HISTORY     - 19650515 GOOD             USGS
 FE1270  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1270
 FE1270                          STATION DESCRIPTION
 FE1270
 FE1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1270'10.5 MI SW FROM GALLAWAY.
 FE1270'1.9 MILES SOUTH ALONG A PAVED ROAD FROM THE L. AND N. RR CROSSING
 FE1270'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1270'2.0 MILES SOUTHWEST CROSS COUNTRY, THENCE 0.7 MILE WEST ALONG
 FE1270'A GRAVEL ROAD, THENCE 0.75 MILES SOUTH ALONG COLL-AR. RD., THENCE
 FE1270'0.15 MILES WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES SOUTHWEST
 FE1270'CROSS COUNTRY, THENCE 0.8 MILES SOUTH ALONG AIR LINE ROAD, THENCE
 FE1270'0.65 MILE SOUTHWEST ALONG DONNELSON RD., 0.9 MILE SOUTHWEST CROSS
 FE1270'COUNTRY, THENCE 0.8 MILE SOUTHEAST ALONG A TRAIL ROAD, THENCE 0.25
 FE1270'MILE WEST ALONG A PAVED ROAD, 67.7 FT. SOUTHWEST OF A YARD
 FE1270'GATE LEADING TO A LARGE WHITE HOUSE, 18.5 FT. SOUTH OF THE CENTER
 FE1270'LINE OF A PAVED ROAD, 1.7 FT. NORTH OF A POWER LINE POLE NO.
 FE1270'42774, 1.4 FT. SOUTH OF A WIRE FENCE, 1.7 FT. SOUTHWEST OF A
 FE1270'WHITE WOODEN WITNESS POST, A C AND GS AZIMUTH DISK SET IN TOP
 FE1270'OF A CONCRETE POST PROJECTING 2 INCHES.
 FE1270
 FE1270                          STATION RECOVERY (1965)
 FE1270
 FE1270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (LRW)
 FE1270'RECOVERED IN GOOD CONDITION.
 FE1270
 FE1270                          STATION RECOVERY (1992)
 FE1270
 FE1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1270'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1269 ***********************************************************************
 FE1269  DESIGNATION -  LOG RM 1
 FE1269  PID         -  FE1269
 FE1269  STATE/COUNTY-  TN/SHELBY
 FE1269  USGS QUAD   -  EADS (1983)
 FE1269
 FE1269                         *CURRENT SURVEY CONTROL
 FE1269  ___________________________________________________________________
 FE1269* NAD 83(1986)-  35 14 22.     (N)    089 42 25.     (W)     SCALED    
 FE1269* NAVD 88     -       115.804  (meters)     379.93   (feet)  ADJUSTED  
 FE1269  ___________________________________________________________________
 FE1269  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1269  DYNAMIC HT  -         115.700 (meters)     379.59  (feet)  COMP
 FE1269  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 FE1269
 FE1269  VERT ORDER  -  SECOND    CLASS 0
 FE1269
 FE1269.The horizontal coordinates were scaled from a topographic map and have
 FE1269.an estimated accuracy of +/- 6 seconds.
 FE1269
 FE1269.The orthometric height was determined by differential leveling
 FE1269.and adjusted by the National Geodetic Survey in June 1991..
 FE1269
 FE1269.The geoid height was determined by GEOID03.
 FE1269
 FE1269.The dynamic height is computed by dividing the NAVD 88
 FE1269.geopotential number by the normal gravity value computed on the
 FE1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1269.degrees latitude (g = 980.6199 gals.).
 FE1269
 FE1269.The modeled gravity was interpolated from observed gravity values.
 FE1269
 FE1269;                    North         East    Units  Estimated Accuracy
 FE1269;SPC TN       -   106,920.      262,670.      MT  (+/- 180 meters Scaled)
 FE1269
 FE1269                          SUPERSEDED SURVEY CONTROL
 FE1269
 FE1269  NGVD 29 (??/??/??)  115.791  (m)          379.89   (f) ADJUSTED    2 0
 FE1269
 FE1269.Superseded values are not recommended for survey control.
 FE1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1269.See file dsdata.txt to determine how the superseded data were derived.
 FE1269
 FE1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE536029(NAD 83)
 FE1269_MARKER: DR = REFERENCE MARK DISK
 FE1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1269_STAMPING: LOG NO 1
 FE1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1269+STABILITY: SURFACE MOTION
 FE1269
 FE1269  HISTORY     - Date     Condition        Report By
 FE1269  HISTORY     - 1958     MONUMENTED       CGS
 FE1269  HISTORY     - 1958     GOOD             CGS
 FE1269  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1269
 FE1269                          STATION DESCRIPTION
 FE1269
 FE1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1269'10.8 MI SW FROM GALLAWAY.
 FE1269'1.9 MILES SOUTH ALONG A PAVED ROAD, FROM THE L. AND N. RR CROSSING
 FE1269'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD,
 FE1269'THENCE 2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILES WEST ALONG
 FE1269'A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG THE COLL-AR. RD.,
 FE1269'THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES
 FE1269'SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTH ALONG AIR LINE
 FE1269'RD., THENCE 0.65 MILE SOUTHWEST ALONG DONNELSON RD., THENCE 0.9
 FE1269'MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTHEAST ALONG A
 FE1269'TRAIL ROAD, THENCE 0.4 MILE ALONG A PAVED ROAD, THENCE 0.2 MILE
 FE1269'WEST ALONG A DIRT ROAD, 17.0 FT. WEST-SOUTHWEST OF THE CENTER
 FE1269'OF A GRAVELED ROAD AND 4 FT. WEST-SOUTHWEST OF A SMALL LIGHT POLE,
 FE1269'A C AND GS TRIANGULATION REFERENCE MARK DISK SET IN THE TOP
 FE1269'OF A CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 FE1269'GROUND.
 FE1269
 FE1269                          STATION RECOVERY (1992)
 FE1269
 FE1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1269'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1267 ***********************************************************************
 FE1267  DESIGNATION -  LOG RM 2
 FE1267  PID         -  FE1267
 FE1267  STATE/COUNTY-  TN/SHELBY
 FE1267  USGS QUAD   -  EADS (1983)
 FE1267
 FE1267                         *CURRENT SURVEY CONTROL
 FE1267  ___________________________________________________________________
 FE1267* NAD 83(1986)-  35 14 22.     (N)    089 42 24.     (W)     SCALED    
 FE1267* NAVD 88     -       117.118  (meters)     384.24   (feet)  ADJUSTED  
 FE1267  ___________________________________________________________________
 FE1267  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FE1267  DYNAMIC HT  -         117.012 (meters)     383.90  (feet)  COMP
 FE1267  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 FE1267
 FE1267  VERT ORDER  -  SECOND    CLASS 0
 FE1267
 FE1267.The horizontal coordinates were scaled from a topographic map and have
 FE1267.an estimated accuracy of +/- 6 seconds.
 FE1267
 FE1267.The orthometric height was determined by differential leveling
 FE1267.and adjusted by the National Geodetic Survey in June 1991..
 FE1267
 FE1267.The geoid height was determined by GEOID03.
 FE1267
 FE1267.The dynamic height is computed by dividing the NAVD 88
 FE1267.geopotential number by the normal gravity value computed on the
 FE1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1267.degrees latitude (g = 980.6199 gals.).
 FE1267
 FE1267.The modeled gravity was interpolated from observed gravity values.
 FE1267
 FE1267;                    North         East    Units  Estimated Accuracy
 FE1267;SPC TN       -   106,920.      262,690.      MT  (+/- 180 meters Scaled)
 FE1267
 FE1267                          SUPERSEDED SURVEY CONTROL
 FE1267
 FE1267  NGVD 29 (??/??/??)  117.105  (m)          384.20   (f) ADJUSTED    2 0
 FE1267
 FE1267.Superseded values are not recommended for survey control.
 FE1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1267.See file dsdata.txt to determine how the superseded data were derived.
 FE1267
 FE1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE537029(NAD 83)
 FE1267_MARKER: DR = REFERENCE MARK DISK
 FE1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1267_STAMPING: LOG NO 2
 FE1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1267+STABILITY: SURFACE MOTION
 FE1267
 FE1267  HISTORY     - Date     Condition        Report By
 FE1267  HISTORY     - 1958     MONUMENTED       CGS
 FE1267  HISTORY     - 1958     GOOD             CGS
 FE1267  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1267
 FE1267                          STATION DESCRIPTION
 FE1267
 FE1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1267'10.8 MI SW FROM GALLAWAY.
 FE1267'1.9 MILES SOUTH ALONG A PAVED ROAD, FROM THE L. AND N. RR CROSSING
 FE1267'AT GALLAWAY, THENCE 0.5 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 FE1267'2.0 MILES SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILES WEST ALONG
 FE1267'A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG THE COLL-AR. RD.,
 FE1267'THENCE 0.15 MILE WEST ALONG A PRIVATE DRIVE, THENCE 1.1 MILES
 FE1267'SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTH ALONG AIR LINE
 FE1267'RD., THENCE 0.65 MILE SOUTHWEST ALONG DONNELSON RD., THENCE 0.9
 FE1267'MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.8 MILE SOUTHEAST ALONG
 FE1267'A TRAIL ROAD, THENCE 0.4 MILE ALONG A PAVED ROAD, THENCE 0.2 MILE
 FE1267'WEST ALONG A DIRT ROAD, 18.0 FT. SOUTH-SOUTHWEST OF THE CENTER OF
 FE1267'A GRAVELED ROAD, A C AND GS TRIANGULATION REFERENCE MARK DISK SET
 FE1267'IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 FE1267'OF THE GROUND.
 FE1267
 FE1267                          STATION RECOVERY (1992)
 FE1267
 FE1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1267'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0244 ***********************************************************************
 FD0244  DESIGNATION -  LOGAN 2
 FD0244  PID         -  FD0244
 FD0244  STATE/COUNTY-  TN/COFFEE
 FD0244  USGS QUAD   -  MANCHESTER (1972)
 FD0244
 FD0244                         *CURRENT SURVEY CONTROL
 FD0244  ___________________________________________________________________
 FD0244* NAD 83(1995)-  35 25 09.43231(N)    086 00 58.00656(W)     ADJUSTED  
 FD0244* NAVD 88     -       331.05   (meters)    1086.1    (feet)  RESET     
 FD0244  ___________________________________________________________________
 FD0244  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FD0244  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0244
 FD0244  HORZ ORDER  -  THIRD
 FD0244  VERT ORDER  -  THIRD
 FD0244
 FD0244.The horizontal coordinates were established by classical geodetic methods
 FD0244.and adjusted by the National Geodetic Survey in April 1999..
 FD0244.No horizontal observational check was made to the station.
 FD0244
 FD0244.The orthometric height was computed from unverified reset data.
 FD0244
 FD0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0244
 FD0244.The geoid height was determined by GEOID03.
 FD0244
 FD0244;                    North         East     Units Scale Factor Converg.
 FD0244;SPC TN       -   120,486.220   598,536.660   MT  0.99997444   -0 00 34.0
 FD0244;SPC TN       -   395,295.21  1,963,699.03   sFT  0.99997444   -0 00 34.0
 FD0244;UTM  16      - 3,919,986.485   589,322.396   MT  0.99969832   +0 34 12.9
 FD0244
 FD0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0244!SPC TN       -   0.99995257  x   0.99997444  =   0.99992701
 FD0244!UTM  16      -   0.99995257  x   0.99969832  =   0.99965090
 FD0244
 FD0244                          SUPERSEDED SURVEY CONTROL
 FD0244
 FD0244  NAD 83(1995)-  35 25 09.43915(N)    086 00 58.00722(W) AD(       ) 3
 FD0244  NAD 83(1995)-  35 25 09.43879(N)    086 00 58.00767(W) AD(       ) 3
 FD0244  NAD 83(1995)-  35 25 09.43967(N)    086 00 58.00596(W) AD(       ) 3
 FD0244  NAD 83(1986)-  35 25 09.44254(N)    086 00 58.00411(W) AD(       ) 3
 FD0244  NAD 27      -  35 25 09.16210(N)    086 00 58.05530(W) AD(       ) 3
 FD0244  NGVD 29 (07/19/86)  331.05   (m)         1086.1    (f) LEVELING    3  
 FD0244
 FD0244.Superseded values are not recommended for survey control.
 FD0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0244.See file dsdata.txt to determine how the superseded data were derived.
 FD0244
 FD0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8932219986(NAD 83)
 FD0244_MARKER: DE = TRAVERSE STATION DISK
 FD0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0244_STAMPING: LOGAN 2 1964
 FD0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0244+STABILITY: SURFACE MOTION
 FD0244
 FD0244  HISTORY     - Date     Condition        Report By
 FD0244  HISTORY     - 1964     MONUMENTED       CGS
 FD0244  HISTORY     - 1964     GOOD             CGS
 FD0244
 FD0244                          STATION DESCRIPTION
 FD0244
 FD0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 FD0244'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MANCHESTER, ABOUT
 FD0244'2.5 MILES NORTHWEST OF
 FD0244'HILLSBORO AND ON U S GOVERNMENT PROPERTY IN THE
 FD0244'NORTHEAST SECTION OF THE ARNOLD
 FD0244'ENGINEERING DEVELOPEMENT CENTER.
 FD0244'
 FD0244'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 41 AND STATE
 FD0244'ROUTE 55 IN THE SOUTH PART
 FD0244'OF MANCHESTER, GO SOUTHEAST ON U S HIGHWAY 41 FOR 4.75
 FD0244'MILES TO A PAVED ROAD RIGHT AND
 FD0244'SIGN ARNOLD ENGINEERING DEVELOPMENT
 FD0244'CENTER U S A F.  HERE TURN RIGHT AND GO
 FD0244'SOUTHWESTERLY ON THIS PAVED
 FD0244'ROAD FOR 1.25 MILES TO THE STATION ON THE RIGHT AS
 FD0244'DESCRIBED.
 FD0244'
 FD0244'THE STATION IS JUST NORTH OF INTERSTATE ROUTE 24, 52 FEET WEST OF THE
 FD0244'APPROXIMATE CENTER
 FD0244'OF THE PAVED ROAD LEADING INTO THE ARNOLD
 FD0244'ENGINEERING DEVELOPEMENT CENTER AND
 FD0244'1.2 FEET SOUTH OF A METAL WITNESS
 FD0244'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 FD0244'OF A 10-INCH,
 FD0244'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FD0244'STAMPED LOGAN 2
 FD0244'1964.
 FD0244'
 FD0244'REFERENCE MARK NO 1 1962 IS 49 FEET WEST OF THE APPROXIMATE CENTER OF
 FD0244'THE PAVED ROAD LEADING INTO
 FD0244'THE ARNOLD ENGINEERING DEVELOPEMENT CENTER AND 9
 FD0244'FEET SOUTHEAST OF A METAL WITNESS
 FD0244'POST AND SIGN.  IT IS A STANDARD
 FD0244'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD0244'MONUMENT THAT
 FD0244'PROJECTS 2 INCHES AND THE DISK IS STAMPED LOGAN NO 1 1962.
 FD0244'
 FD0244'REFERENCE MARK NO 3 IS 62 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FD0244'PAVED ROAD LEADING INTO
 FD0244'THE ARNOLD ENGINEERING DEVELOPEMENT CENTER, IT IS A
 FD0244'STANDARD DISK SET IN THE TOP OF A
 FD0244'10-INCH, SQUARE, CONCRETE MONUMENT
 FD0244'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED LOGAN
 FD0244'2 NO 3 1964.
 FD0244'
 FD0244'REFERENCE MARK NO 4 IS LOCATED IN THE WOODS WEST OF THE STATION AND
 FD0244'0.8 OF A FOOT EAST OF A
 FD0244'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FD0244'SET IN THE TOP OF A 10-INCH,
 FD0244'ROUND, CONCRETE MONUMENT THAT PROJECTS 2
 FD0244'INCHES AND THE DISK IS STAMPED LOGAN 2 NO 4
 FD0244'1964.
 FD0244'
 FD0244'THE AZIMUTH MARK IS 63 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FD0244'PAVED ROAD LEADING INTO
 FD0244'THE ARNOLD ENGINEERING DEVELOPEMENT CENTER, 17 FEET
 FD0244'NORTH OF THE APPROXIMATE CENTER
 FD0244'OF A FIRE TRAIL AND 1.8 FEET EAST OF
 FD0244'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FD0244'DISK SET IN THE TOP
 FD0244'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 FD0244'THE DISK IS
 FD0244'STAMPED LOGAN 1962.
 FD0244'
 FD0244'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON THE
 FD0244'PAVED ROAD FOR 0.6 MILE
 FD0244'TO THE MARK ON THE LEFT AS DESCRIBED.
 FD0244'
 FD0244'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
 FD0244'
 FD0244'NOTE-THE HORIZONTAL MEASURED DISTANCE BETWEEN OLD STATION LOGAN 1962
 FD0244'(NOW DESTROYED) AND
 FD0244'LOGAN 2 1964 IS 89.16 FEET AND 27.176 METERS.
 FD0244
 FD0244                          STATION RECOVERY (1964)
 FD0244
 FD0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FD0244'5.5 MI SE FROM MANCHESTER.
 FD0244'THIS MARK IS AT THE LOGAN 2 1964 TRAVERSE STATION SITE.  TO REACH
 FD0244'FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROUTE 55 IN THE
 FD0244'SOUTH PART OF MANCHESTER, GO SOUTHEAST ON U.S. HIGHWAY 41 FOR 4.75
 FD0244'MILES TO A PAVED ROAD ON THE RIGHT AND A SIGN ARNOLD ENGINEERING
 FD0244'DEVELOPEMENT CENTER U.S.A.F.  HERE TURN RIGHT, SOUTHWESTERLY,
 FD0244'AND GO 1.25 MILES ON THE PAVED ROAD TO THE STATION ON THE RIGHT.
 FD0244'IT IS JUST NORTH OF INTERSTATE ROUTE 24, 52 FEET WEST OF THE
 FD0244'APPROXIMATE CENTER OF THE PAVED ROAD LEADING INTO THE ARNOLD
 FD0244'ENGINEERING DEVELOPEMENT CENTER AND 1.2 FEET SOUTH OF A METAL
 FD0244'WITNESS POST AND SIGN.  A STANDARD TRAVERSE STATION DISK SET
 FD0244'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 FD0244'2 INCHES AND IS ABOUT 4 1/2 FEET BELOW THE ELEVATION OF THE
 FD0244'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0246 ***********************************************************************
 FD0246  DESIGNATION -  LOGAN 2 RM 3
 FD0246  PID         -  FD0246
 FD0246  STATE/COUNTY-  TN/COFFEE
 FD0246  USGS QUAD   -  MANCHESTER (1972)
 FD0246
 FD0246                         *CURRENT SURVEY CONTROL
 FD0246  ___________________________________________________________________
 FD0246* NAD 83(1986)-  35 25 08.     (N)    086 00 58.     (W)     SCALED    
 FD0246* NAVD 88     -       330.94   (meters)    1085.8    (feet)  RESET     
 FD0246  ___________________________________________________________________
 FD0246  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0246
 FD0246  VERT ORDER  -  THIRD
 FD0246
 FD0246.The horizontal coordinates were scaled from a topographic map and have
 FD0246.an estimated accuracy of +/- 6 seconds.
 FD0246
 FD0246.The orthometric height was computed from unverified reset data.
 FD0246
 FD0246.The geoid height was determined by GEOID03.
 FD0246
 FD0246;                    North         East    Units  Estimated Accuracy
 FD0246;SPC TN       -   120,440.      598,540.      MT  (+/- 180 meters Scaled)
 FD0246
 FD0246                          SUPERSEDED SURVEY CONTROL
 FD0246
 FD0246.No superseded survey control is available for this station.
 FD0246
 FD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE893199(NAD 83)
 FD0246_MARKER: DR = REFERENCE MARK DISK
 FD0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0246_STAMPING: LOGAN 2 NO 3 1964
 FD0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0246+STABILITY: SURFACE MOTION
 FD0246
 FD0246  HISTORY     - Date     Condition        Report By
 FD0246  HISTORY     - 1964     MONUMENTED       CGS
 FD0246
 FD0246                          STATION DESCRIPTION
 FD0246
 FD0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FD0246'5.5 MI SE FROM MANCHESTER.
 FD0246'THIS MARK IS AT THE LOGAN 2 1964 TRAVERSE STATION SITE.  IT IS
 FD0246'62 FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD LEADING
 FD0246'INTO THE ARNOLD ENGINEERING DEVELOPEMENT CENTER AND 60.61 FEET
 FD0246'SOUTH OF STATION LOGAN 2 1964.  IT IS A STANDARD REFERENCE MARK
 FD0246'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD0246'PROJECTS 4 INCHES AND IS ABOUT 5 FEET BELOW THE ELEVATION OF THE
 FD0246'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0247 ***********************************************************************
 FD0247  DESIGNATION -  LOGAN 2 RM 4
 FD0247  PID         -  FD0247
 FD0247  STATE/COUNTY-  TN/COFFEE
 FD0247  USGS QUAD   -  MANCHESTER (1972)
 FD0247
 FD0247                         *CURRENT SURVEY CONTROL
 FD0247  ___________________________________________________________________
 FD0247* NAD 83(1986)-  35 25 08.     (N)    086 00 58.     (W)     SCALED    
 FD0247* NAVD 88     -       331.06   (meters)    1086.2    (feet)  RESET     
 FD0247  ___________________________________________________________________
 FD0247  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0247
 FD0247  VERT ORDER  -  THIRD
 FD0247
 FD0247.The horizontal coordinates were scaled from a topographic map and have
 FD0247.an estimated accuracy of +/- 6 seconds.
 FD0247
 FD0247.The orthometric height was computed from unverified reset data.
 FD0247
 FD0247.The geoid height was determined by GEOID03.
 FD0247
 FD0247;                    North         East    Units  Estimated Accuracy
 FD0247;SPC TN       -   120,440.      598,540.      MT  (+/- 180 meters Scaled)
 FD0247
 FD0247                          SUPERSEDED SURVEY CONTROL
 FD0247
 FD0247.No superseded survey control is available for this station.
 FD0247
 FD0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE893199(NAD 83)
 FD0247_MARKER: DR = REFERENCE MARK DISK
 FD0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0247_STAMPING: LOGAN 2 NO 4 1964
 FD0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0247+STABILITY: SURFACE MOTION
 FD0247
 FD0247  HISTORY     - Date     Condition        Report By
 FD0247  HISTORY     - 1964     MONUMENTED       CGS
 FD0247
 FD0247                          STATION DESCRIPTION
 FD0247
 FD0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FD0247'5.5 MI SE FROM MANCHESTER.
 FD0247'THIS MARK IS AT THE LOGAN 2 1964 TRAVERSE STATION SITE.  IT IS
 FD0247'LOCATED IN THE WOODS DUE WEST OF THE STATION, 55.66 FEET WEST OF
 FD0247'STATION LOGAN 2 1964 AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST
 FD0247'AND SIGN.  A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 FD0247'10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS
 FD0247'ABOUT 5 FEET BELOW THE ELEVATION OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0241 ***********************************************************************
 FD0241  DESIGNATION -  LOGAN AZ MK
 FD0241  PID         -  FD0241
 FD0241  STATE/COUNTY-  TN/COFFEE
 FD0241  USGS QUAD   -  MANCHESTER (1972)
 FD0241
 FD0241                         *CURRENT SURVEY CONTROL
 FD0241  ___________________________________________________________________
 FD0241* NAD 83(1986)-  35 24 37.     (N)    086 01 07.     (W)     SCALED    
 FD0241* NAVD 88     -       331.257  (meters)    1086.80   (feet)  ADJUSTED  
 FD0241  ___________________________________________________________________
 FD0241  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FD0241  DYNAMIC HT  -         330.939 (meters)    1085.76  (feet)  COMP
 FD0241  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 FD0241
 FD0241  VERT ORDER  -  SECOND    CLASS 0
 FD0241
 FD0241.The horizontal coordinates were scaled from a topographic map and have
 FD0241.an estimated accuracy of +/- 6 seconds.
 FD0241
 FD0241.The orthometric height was determined by differential leveling
 FD0241.and adjusted by the National Geodetic Survey in June 1991..
 FD0241
 FD0241.The geoid height was determined by GEOID03.
 FD0241
 FD0241.The dynamic height is computed by dividing the NAVD 88
 FD0241.geopotential number by the normal gravity value computed on the
 FD0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0241.degrees latitude (g = 980.6199 gals.).
 FD0241
 FD0241.The modeled gravity was interpolated from observed gravity values.
 FD0241
 FD0241;                    North         East    Units  Estimated Accuracy
 FD0241;SPC TN       -   119,490.      598,310.      MT  (+/- 180 meters Scaled)
 FD0241
 FD0241                          SUPERSEDED SURVEY CONTROL
 FD0241
 FD0241  NGVD 29 (??/??/92)  331.251  (m)         1086.78   (f) ADJ UNCH    2 0
 FD0241
 FD0241.Superseded values are not recommended for survey control.
 FD0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0241.See file dsdata.txt to determine how the superseded data were derived.
 FD0241
 FD0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE891189(NAD 83)
 FD0241_MARKER: DZ = AZIMUTH MARK DISK
 FD0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0241_STAMPING: LOGAN 1962
 FD0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0241+STABILITY: SURFACE MOTION
 FD0241
 FD0241  HISTORY     - Date     Condition        Report By
 FD0241  HISTORY     - 1962     MONUMENTED       CGS
 FD0241  HISTORY     - 1964     GOOD             NGS
 FD0241
 FD0241                          STATION DESCRIPTION
 FD0241
 FD0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FD0241'6 MI SE FROM MANCHESTER.
 FD0241'THIS MARK IS NOW ABOUT 0.6 MILE SOUTH OF LOGAN 2 1964 TRAVERSE
 FD0241'STATION SITE.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 FD0241'STATE ROUTE 55 IN THE SOUTH PART OF MANCHESTER, GO SOUTHEAST ON
 FD0241'U.S. HIGHWAY 41 FOR 4.75 MILES TO A PAVED ROAD RIGHT AND SIGN
 FD0241'ARNOLD ENGINEERING DEVELOPEMENT CENTER U.S.A.F.  HERE TURN RIGHT,
 FD0241'SOUTHWESTERLY ON THIS PAVED ROAD AND GO 1.25 MILES TO TRAVERSE
 FD0241'STATION LOGAN 2 1964 ON THE RIGHT, CONTINUE SOUTHWESTERLY ON THIS
 FD0241'PAVED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 FD0241'63 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD LEADING
 FD0241'INTO THE ARNOLD ENGINEERING DEVELOPEMENT CENTER, 17 FEET NORTH OF
 FD0241'THE APPROXIMATE CENTER OF A FIRE TRAIL AND 1.8 FEET EAST OF A
 FD0241'METAL WITNESS POST AND SIGN.  A STANDARD AZIMUTH MARK DISK SET IN
 FD0241'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FD0241'INCHES AND ABOUT 8 FEET ABOVE THE ELEVATION OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0242 ***********************************************************************
 FD0242  DESIGNATION -  LOGAN RM 1
 FD0242  PID         -  FD0242
 FD0242  STATE/COUNTY-  TN/COFFEE
 FD0242  USGS QUAD   -  MANCHESTER (1972)
 FD0242
 FD0242                         *CURRENT SURVEY CONTROL
 FD0242  ___________________________________________________________________
 FD0242* NAD 83(1986)-  35 25 08.     (N)    086 00 58.     (W)     SCALED    
 FD0242* NAVD 88     -       331.036  (meters)    1086.07   (feet)  ADJUSTED  
 FD0242  ___________________________________________________________________
 FD0242  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0242  DYNAMIC HT  -         330.718 (meters)    1085.03  (feet)  COMP
 FD0242  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 FD0242
 FD0242  VERT ORDER  -  SECOND    CLASS 0
 FD0242
 FD0242.The horizontal coordinates were scaled from a topographic map and have
 FD0242.an estimated accuracy of +/- 6 seconds.
 FD0242
 FD0242.The orthometric height was determined by differential leveling
 FD0242.and adjusted by the National Geodetic Survey in June 1991..
 FD0242
 FD0242.The geoid height was determined by GEOID03.
 FD0242
 FD0242.The dynamic height is computed by dividing the NAVD 88
 FD0242.geopotential number by the normal gravity value computed on the
 FD0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0242.degrees latitude (g = 980.6199 gals.).
 FD0242
 FD0242.The modeled gravity was interpolated from observed gravity values.
 FD0242
 FD0242;                    North         East    Units  Estimated Accuracy
 FD0242;SPC TN       -   120,440.      598,540.      MT  (+/- 180 meters Scaled)
 FD0242
 FD0242                          SUPERSEDED SURVEY CONTROL
 FD0242
 FD0242  NGVD 29 (??/??/92)  331.030  (m)         1086.05   (f) ADJ UNCH    2 0
 FD0242
 FD0242.Superseded values are not recommended for survey control.
 FD0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0242.See file dsdata.txt to determine how the superseded data were derived.
 FD0242
 FD0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE893199(NAD 83)
 FD0242_MARKER: DR = REFERENCE MARK DISK
 FD0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0242_STAMPING: LOGAN NO 1 1962
 FD0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0242+STABILITY: SURFACE MOTION
 FD0242
 FD0242  HISTORY     - Date     Condition        Report By
 FD0242  HISTORY     - 1962     MONUMENTED       CGS
 FD0242  HISTORY     - 1964     GOOD             NGS
 FD0242
 FD0242                          STATION DESCRIPTION
 FD0242
 FD0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FD0242'5.5 MI SE FROM MANCHESTER.
 FD0242'THIS MARK IS NOW AT THE LOGAN 2 1964 TRAVERSE STATION SITE.  IT IS
 FD0242'49 FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED ROAD LEADING
 FD0242'INTO THE ARNOLD ENGINEERING DEVELOPEMENT CENTER, 9 FEET SOUTHEAST
 FD0242'OF A METAL WITNESS POST AND SIGN AND 7.78 FEET SOUTHEAST OF THE
 FD0242'STATION LOGAN 2 1964.  IT IS A STANDARD REFERENCE MARK DISK
 FD0242'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FD0242'PROJECTS 2 INCHES ABOUT 5 FEET BELOW THE ELEVATION OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1445 ***********************************************************************
 FD1445  DESIGNATION -  LOIS
 FD1445  PID         -  FD1445
 FD1445  STATE/COUNTY-  TN/MOORE
 FD1445  USGS QUAD   -  LOIS (1972)
 FD1445
 FD1445                         *CURRENT SURVEY CONTROL
 FD1445  ___________________________________________________________________
 FD1445* NAD 83(1995)-  35 12 50.59751(N)    086 22 03.91235(W)     ADJUSTED  
 FD1445* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 FD1445  ___________________________________________________________________
 FD1445  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FD1445  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FD1445
 FD1445  HORZ ORDER  -  SECOND
 FD1445
 FD1445.The horizontal coordinates were established by classical geodetic methods
 FD1445.and adjusted by the National Geodetic Survey in April 1999..
 FD1445
 FD1445.The orthometric height was scaled from a topographic map.
 FD1445
 FD1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1445
 FD1445.The geoid height was determined by GEOID03.
 FD1445
 FD1445;                    North         East     Units Scale Factor Converg.
 FD1445;SPC TN       -    97,779.515   566,515.983   MT  1.00000654   -0 12 55.1
 FD1445;SPC TN       -   320,798.29  1,858,644.52   sFT  1.00000654   -0 12 55.1
 FD1445;UTM  16      - 3,896,964.434   557,543.293   MT  0.99964081   +0 21 52.5
 FD1445
 FD1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1445!SPC TN       -   0.99995093  x   1.00000654  =   0.99995746
 FD1445!UTM  16      -   0.99995093  x   0.99964081  =   0.99959175
 FD1445
 FD1445|---------------------------------------------------------------------|
 FD1445| PID    Reference Object                     Distance      Geod. Az  |
 FD1445|                                                           dddmmss.s |
 FD1445| CG6802 LOIS RM 1                            51.908 METERS 03231     |
 FD1445| CG6801 LOIS AZ MK                                         0711932.6 |
 FD1445| CG6803 LOIS RM 2                            54.163 METERS 11748     |
 FD1445|---------------------------------------------------------------------|
 FD1445
 FD1445                          SUPERSEDED SURVEY CONTROL
 FD1445
 FD1445  NAD 83(1995)-  35 12 50.59955(N)    086 22 03.91242(W) AD(       ) 2
 FD1445  NAD 83(1995)-  35 12 50.60841(N)    086 22 03.91112(W) AD(       ) 2
 FD1445  NAD 83(1986)-  35 12 50.61020(N)    086 22 03.91082(W) AD(       ) 2
 FD1445  NAD 27      -  35 12 50.31400(N)    086 22 03.94000(W) AD(       ) 2
 FD1445
 FD1445.Superseded values are not recommended for survey control.
 FD1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1445.See file dsdata.txt to determine how the superseded data were derived.
 FD1445
 FD1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5754396964(NAD 83)
 FD1445_MARKER: DS = TRIANGULATION STATION DISK
 FD1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1445
 FD1445  HISTORY     - Date     Condition        Report By
 FD1445  HISTORY     - 1934     MONUMENTED       CGS
 FD1445
 FD1445                          STATION DESCRIPTION
 FD1445
 FD1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1445'ABOUT 5 MILES SOUTH OF LYNCHBURG, 1.25 MILES SOUTH OF CROSSROADS
 FD1445'KNOWN AS LOIS, IN
 FD1445'CULTIVATED FIELD, AND ON PROPERTY OF J E MATLOCK.
 FD1445'TO REACH FROM LYNCHBURG, FOLLOW
 FD1445'STATE ROUTE 55 WEST AND SOUTH 1.1
 FD1445'MILES TO U S ROUTE 64, TURN LEFT (EAST) ONTO U S
 FD1445'ROUTE 64, GO 2.45
 FD1445'MILES TO GRAVEL ROAD, TAKE RIGHT GRAVEL FORK AND GO 1.45 MILES, AND
 FD1445'CONTINUE
 FD1445'STRAIGHT AHEAD AT CROSSROADS AT LOIS 0.2 MILE TO FORK, TAKE
 FD1445'LEFT FORK AND PROCEED ABOUT
 FD1445'500 YARDS, THEN TAKE DIM RIGHT FORK AND
 FD1445'FOLLOW THIS DIRT ROAD 1.2 MILES TO T-FENCE,
 FD1445'CORNER ON RIGHT.  STATION
 FD1445'IS AT EDGE OF FIELD, 2 FEET EAST OF EAST-WEST WIRE FENCE,
 FD1445'ABOUT 125 FEET
 FD1445'WEST OF CENTER LINE OF ROAD, AND 150 FEET NORTHWEST OF BARN.
 FD1445'SURFACE AND UNDERGROUND
 FD1445'MARKS ARE STANDARD DISK STATION MARKS IN
 FD1445'CONCRETE.  REFERENCE AND
 FD1445'AZIMUTH MARKS ARE STANDARD
 FD1445'REFERENCE DISKS IN CONCRETE.  NO 1 IS 2 FEET WEST
 FD1445'OF
 FD1445'NORTH-SOUTH WIRE FENCE, ABOUT 15 FEET WEST OF CENTER LINE OF ROAD,
 FD1445'AND 170.30 FEET
 FD1445'FROM STATION N 32 DEG 31 MIN W.  NO 2 IS 2
 FD1445'FEET WEST OF NORTH-AND-SOUTH WIRE
 FD1445'FENCE, ABOUT 15 WEST OF CENTER LINE
 FD1445'OF ROAD, AND 177.70 FEET FROM STATION S 62 DEG 12 MIN E.
 FD1445'AZIMUTH MARK IS ON CREST OF RIDGE, 5 FEET EAST OF CENTER LINE OF FARM
 FD1445'ROAD, ON PROPERTY
 FD1445'OF ED BERRY (COLORED), AND 0.3 MILE FROM STATION
 FD1445'N 71 DEG 20 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0084 ***********************************************************************
 GC0084  DESIGNATION -  LOLA
 GC0084  PID         -  GC0084
 GC0084  STATE/COUNTY-  TN/SUMNER
 GC0084  USGS QUAD   -  PETROLEUM (1994)
 GC0084
 GC0084                         *CURRENT SURVEY CONTROL
 GC0084  ___________________________________________________________________
 GC0084* NAD 83(1986)-  36 37 59.     (N)    086 14 43.     (W)     SCALED    
 GC0084* NAVD 88     -       243.500  (meters)     798.88   (feet)  ADJUSTED  
 GC0084  ___________________________________________________________________
 GC0084  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC0084  DYNAMIC HT  -         243.306 (meters)     798.25  (feet)  COMP
 GC0084  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GC0084
 GC0084  VERT ORDER  -  SECOND    CLASS 0
 GC0084
 GC0084.The horizontal coordinates were scaled from a topographic map and have
 GC0084.an estimated accuracy of +/- 6 seconds.
 GC0084
 GC0084.The orthometric height was determined by differential leveling
 GC0084.and adjusted by the National Geodetic Survey in June 1991..
 GC0084
 GC0084.The geoid height was determined by GEOID03.
 GC0084
 GC0084.The dynamic height is computed by dividing the NAVD 88
 GC0084.geopotential number by the normal gravity value computed on the
 GC0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0084.degrees latitude (g = 980.6199 gals.).
 GC0084
 GC0084.The modeled gravity was interpolated from observed gravity values.
 GC0084
 GC0084;                    North         East    Units  Estimated Accuracy
 GC0084;SPC TN       -   255,190.      578,060.      MT  (+/- 180 meters Scaled)
 GC0084
 GC0084                          SUPERSEDED SURVEY CONTROL
 GC0084
 GC0084  NGVD 29 (??/??/??)  243.65   (m)          799.4    (f) RESET       3  
 GC0084
 GC0084.Superseded values are not recommended for survey control.
 GC0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0084.See file dsdata.txt to determine how the superseded data were derived.
 GC0084
 GC0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF674544(NAD 83)
 GC0084_MARKER: DD = SURVEY DISK
 GC0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0084_STAMPING: LOLA 1961
 GC0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0084+STABILITY: SURFACE MOTION
 GC0084
 GC0084  HISTORY     - Date     Condition        Report By
 GC0084  HISTORY     - 1961     MONUMENTED       TNHD
 GC0084
 GC0084                          STATION DESCRIPTION
 GC0084
 GC0084'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0084'7.4 MI N FROM WESTMORELAND.
 GC0084'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 52 IN
 GC0084'WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 4.5 MILES TO A ROAD
 GC0084'RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR 2.5 MILES TO A ROAD
 GC0084'RIGHT, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.4 MILE
 GC0084'TO THE STATION ON THE LEFT.  THE STATION IS LOCATED 81 FEET
 GC0084'NORTH OF AN EAST-WEST FENCE, 32 FEET NORTHEAST OF AN 8-INCH
 GC0084'MAPLE TREE AND 1.4 FEET SOUTH OF A WITNESS POST.  THE MARK IS
 GC0084'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0084'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2089 ***********************************************************************
 GC2089  DESIGNATION -  LOLA
 GC2089  PID         -  GC2089
 GC2089  STATE/COUNTY-  TN/SUMNER
 GC2089  USGS QUAD   -  PETROLEUM (1994)
 GC2089
 GC2089                         *CURRENT SURVEY CONTROL
 GC2089  ___________________________________________________________________
 GC2089* NAD 83(1995)-  36 37 59.21674(N)    086 14 42.22057(W)     ADJUSTED  
 GC2089* NAVD 88     -       243.50   (+/-2cm)     798.9    (feet)  VERTCON   
 GC2089  ___________________________________________________________________
 GC2089  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 GC2089  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC2089
 GC2089  HORZ ORDER  -  SECOND
 GC2089  VERT ORDER  -  THIRD ? (See Below)
 GC2089
 GC2089.The horizontal coordinates were established by classical geodetic methods
 GC2089.and adjusted by the National Geodetic Survey in April 1999..
 GC2089
 GC2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2089.The vertical order pertains to the NGVD 29 superseded value.
 GC2089
 GC2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2089
 GC2089.The geoid height was determined by GEOID03.
 GC2089
 GC2089;                    North         East     Units Scale Factor Converg.
 GC2089;SPC TN       -   255,195.720   578,081.356   MT  1.00004556   -0 08 36.5
 GC2089;SPC TN       -   837,254.62  1,896,588.58   sFT  1.00004556   -0 08 36.5
 GC2089;SPC KY1Z     - 1,033,390.318 1,455,717.048   MT  1.00013810   -0 18 14.2
 GC2089;SPC KY1Z     - 3,390,381.40  4,775,965.01   sFT  1.00013810   -0 18 14.2
 GC2089;SPC KY S     -   533,384.122   455,722.286   MT  1.00001970   -0 18 00.8
 GC2089;SPC KY S     - 1,749,944.41  1,495,148.87   sFT  1.00001970   -0 18 00.8
 GC2089;UTM  16      - 4,054,439.296   567,493.396   MT  0.99965612   +0 27 01.7
 GC2089
 GC2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2089!SPC TN       -   0.99996644  x   1.00004556  =   1.00001200
 GC2089!SPC KY1Z     -   0.99996644  x   1.00013810  =   1.00010453
 GC2089!SPC KY S     -   0.99996644  x   1.00001970  =   0.99998614
 GC2089!UTM  16      -   0.99996644  x   0.99965612  =   0.99962257
 GC2089
 GC2089:                Primary Azimuth Mark                     Grid Az
 GC2089:SPC TN       -  LOLA AZ MK                               059 36 11.1
 GC2089:SPC KY1Z     -  LOLA AZ MK                               059 45 48.8
 GC2089:SPC KY S     -  LOLA AZ MK                               059 45 35.4
 GC2089:UTM  16      -  LOLA AZ MK                               059 00 32.9
 GC2089
 GC2089|---------------------------------------------------------------------|
 GC2089| PID    Reference Object                     Distance      Geod. Az  |
 GC2089|                                                           dddmmss.s |
 GC2089| CG6804 LOLA AZ MK                                         0592734.6 |
 GC2089| GC0083 LOLA RM 1                            27.176 METERS 12016     |
 GC2089| GC0085 LOLA RM 2                            28.148 METERS 18739     |
 GC2089|---------------------------------------------------------------------|
 GC2089
 GC2089                          SUPERSEDED SURVEY CONTROL
 GC2089
 GC2089  NAD 83(1995)-  36 37 59.21669(N)    086 14 42.22066(W) AD(       ) 2
 GC2089  NAD 83(1995)-  36 37 59.22621(N)    086 14 42.22410(W) AD(       ) 2
 GC2089  NAD 83(1986)-  36 37 59.22642(N)    086 14 42.22411(W) AD(       ) 2
 GC2089  NAD 27      -  36 37 59.07530(N)    086 14 42.26970(W) AD(       ) 2
 GC2089  NGVD 29 (07/19/86)  243.61   (m)          799.2    (f) LEVELING    3  
 GC2089
 GC2089.Superseded values are not recommended for survey control.
 GC2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2089.See file dsdata.txt to determine how the superseded data were derived.
 GC2089
 GC2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6749354439(NAD 83)
 GC2089_MARKER: DD = SURVEY DISK
 GC2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2089
 GC2089  HISTORY     - Date     Condition        Report By
 GC2089  HISTORY     - 1961     MONUMENTED       TNHD
 GC2089
 GC2089                          STATION DESCRIPTION
 GC2089
 GC2089'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2089'THE STATION IS LOCATED ABOUT 7.4 MILES NORTH OF WESTMORELAND.
 GC2089'
 GC2089'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2089'ROUTE 52 IN WESTMORELAND, GO NORTH ON STATE ROUTE 6 FOR 4.5 MILES
 GC2089'TO A ROAD RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR 2.5 MILES TO A
 GC2089'ROAD RIGHT, EAST, ON A GRAVELED ROAD AND GO 0.4 MILE
 GC2089'TO THE STATION
 GC2089'ON THE LEFT AS DESCRIBED.
 GC2089'
 GC2089'THE STATION IS 81 FEET NORTH OF AN EAST-WEST FENCE, 32 FEET NORTHEAST
 GC2089'OF AN 8-INCH MAPLE TREE AND 1.5 FEET SOUTH OF A WITNESS POST.
 GC2089'UNDERGROUND AND SURFACE MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2089'DEPARTMENT DISKS, STAMPED LOLA 1961. THE UNDERGROUND MARK IS
 GC2089'ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE MARK DISK IS SET IN A
 GC2089'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2089'
 GC2089'REFERENCE MARK NO. 1 IS IN AN EAST-WEST FENCE, 16 FEET NORTHWEST OF
 GC2089'THE CENTER OF A GRAVELED ROAD AND 5 FEET EAST OF A FENCE POST. THE
 GC2089'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2089'SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED LOLA RM-1
 GC2089'1961.
 GC2089'
 GC2089'REFERENCE MARK NO. 2 IS IN AN EAST-WEST FENCE, 15 FEET NORTHWEST OF
 GC2089'THE CENTER OF A GRAVELED ROAD AND 2.5 FEET EAST OF A FENCE POST. THE
 GC2089'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2089'SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS STAMPED LOLA RM-2
 GC2089'1961.
 GC2089'
 GC2089'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A DRIVEWAY, 5 FEET
 GC2089'SOUTH OF A 7-INCH LOCUST TREE AND 1.6 FEET EAST OF A WITNESS POST.
 GC2089'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2089'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC2089'STAMPED LOLA AZI 1961.
 GC2089'
 GC2089'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY ON THE
 GC2089'GRAVELED ROAD FOR 0.75 MILE TO THE MARK ON THE RIGHT AS
 GC2089'DESCRIBED.
 GC2089'
 GC2089'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0083 ***********************************************************************
 GC0083  DESIGNATION -  LOLA RM 1
 GC0083  PID         -  GC0083
 GC0083  STATE/COUNTY-  TN/SUMNER
 GC0083  USGS QUAD   -  PETROLEUM (1994)
 GC0083
 GC0083                         *CURRENT SURVEY CONTROL
 GC0083  ___________________________________________________________________
 GC0083* NAD 83(1986)-  36 37 59.     (N)    086 14 43.     (W)     SCALED    
 GC0083* NAVD 88     -       242.250  (meters)     794.78   (feet)  ADJUSTED  
 GC0083  ___________________________________________________________________
 GC0083  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC0083  DYNAMIC HT  -         242.057 (meters)     794.15  (feet)  COMP
 GC0083  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GC0083
 GC0083  VERT ORDER  -  SECOND    CLASS 0
 GC0083
 GC0083.The horizontal coordinates were scaled from a topographic map and have
 GC0083.an estimated accuracy of +/- 6 seconds.
 GC0083
 GC0083.The orthometric height was determined by differential leveling
 GC0083.and adjusted by the National Geodetic Survey in June 1991..
 GC0083
 GC0083.The geoid height was determined by GEOID03.
 GC0083
 GC0083.The dynamic height is computed by dividing the NAVD 88
 GC0083.geopotential number by the normal gravity value computed on the
 GC0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0083.degrees latitude (g = 980.6199 gals.).
 GC0083
 GC0083.The modeled gravity was interpolated from observed gravity values.
 GC0083
 GC0083;                    North         East    Units  Estimated Accuracy
 GC0083;SPC TN       -   255,190.      578,060.      MT  (+/- 180 meters Scaled)
 GC0083
 GC0083                          SUPERSEDED SURVEY CONTROL
 GC0083
 GC0083  NGVD 29 (??/??/92)  242.358  (m)          795.14   (f) ADJ UNCH    2 0
 GC0083
 GC0083.Superseded values are not recommended for survey control.
 GC0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0083.See file dsdata.txt to determine how the superseded data were derived.
 GC0083
 GC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF674544(NAD 83)
 GC0083_MARKER: DR = REFERENCE MARK DISK
 GC0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0083_STAMPING: LOLA RM-1 1961
 GC0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0083+STABILITY: SURFACE MOTION
 GC0083
 GC0083  HISTORY     - Date     Condition        Report By
 GC0083  HISTORY     - 1961     MONUMENTED       TNHD
 GC0083
 GC0083                          STATION DESCRIPTION
 GC0083
 GC0083'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0083'7.4 MI N FROM WESTMORELAND.
 GC0083'THIS MARK IS LOCATED AT LOLA 1961 STATION SITE, 89.2 FEET
 GC0083'SOUTHEAST OF THE STATION MARK, 16 FEET NORTHWEST OF THE CENTER
 GC0083'OF A GRAVELED ROAD, 5 FEET EAST OF A FENCE POST, AND IN AN
 GC0083'EAST-WEST FENCE LINE.  THE DISK IS SET IN TOP OF A 10-INCH
 GC0083'SQUARE, CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0085 ***********************************************************************
 GC0085  DESIGNATION -  LOLA RM 2
 GC0085  PID         -  GC0085
 GC0085  STATE/COUNTY-  TN/SUMNER
 GC0085  USGS QUAD   -  PETROLEUM (1994)
 GC0085
 GC0085                         *CURRENT SURVEY CONTROL
 GC0085  ___________________________________________________________________
 GC0085* NAD 83(1986)-  36 37 59.     (N)    086 14 43.     (W)     SCALED    
 GC0085* NAVD 88     -       243.233  (meters)     798.01   (feet)  ADJUSTED  
 GC0085  ___________________________________________________________________
 GC0085  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GC0085  DYNAMIC HT  -         243.039 (meters)     797.37  (feet)  COMP
 GC0085  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GC0085
 GC0085  VERT ORDER  -  SECOND    CLASS 0
 GC0085
 GC0085.The horizontal coordinates were scaled from a topographic map and have
 GC0085.an estimated accuracy of +/- 6 seconds.
 GC0085
 GC0085.The orthometric height was determined by differential leveling
 GC0085.and adjusted by the National Geodetic Survey in June 1991..
 GC0085
 GC0085.The geoid height was determined by GEOID03.
 GC0085
 GC0085.The dynamic height is computed by dividing the NAVD 88
 GC0085.geopotential number by the normal gravity value computed on the
 GC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0085.degrees latitude (g = 980.6199 gals.).
 GC0085
 GC0085.The modeled gravity was interpolated from observed gravity values.
 GC0085
 GC0085;                    North         East    Units  Estimated Accuracy
 GC0085;SPC TN       -   255,190.      578,060.      MT  (+/- 180 meters Scaled)
 GC0085
 GC0085                          SUPERSEDED SURVEY CONTROL
 GC0085
 GC0085  NGVD 29 (??/??/92)  243.339  (m)          798.35   (f) ADJ UNCH    2 0
 GC0085
 GC0085.Superseded values are not recommended for survey control.
 GC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0085.See file dsdata.txt to determine how the superseded data were derived.
 GC0085
 GC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF674544(NAD 83)
 GC0085_MARKER: DR = REFERENCE MARK DISK
 GC0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0085_STAMPING: LOLA RM-2 1961
 GC0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0085+STABILITY: SURFACE MOTION
 GC0085
 GC0085  HISTORY     - Date     Condition        Report By
 GC0085  HISTORY     - 1961     MONUMENTED       TNHD
 GC0085
 GC0085                          STATION DESCRIPTION
 GC0085
 GC0085'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0085'7.4 MI N FROM WESTMORELAND.
 GC0085'THIS MARK IS LOCATED AT THE LOLA 1961 STATION SITE, 92.3 FEET
 GC0085'SOUTH OF THE STATION MARK, 15 FEET NORTHWEST OF THE CENTER OF A
 GC0085'GRAVELED ROAD, 2.5 FEET EAST OF A FENCE POST, AND IN AN EAST-WEST
 GC0085'FENCE LINE.  THE DISK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0085'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3534 ***********************************************************************
 GA3534  DESIGNATION -  LONE
 GA3534  PID         -  GA3534
 GA3534  STATE/COUNTY-  TN/UNION
 GA3534  USGS QUAD   -  POWDER SPRINGS (1988)
 GA3534
 GA3534                         *CURRENT SURVEY CONTROL
 GA3534  ___________________________________________________________________
 GA3534* NAD 83(1995)-  36 20 04.55306(N)    083 40 42.82871(W)     ADJUSTED  
 GA3534* NAVD 88     -       599.9    (meters)    1968.     (feet)  VERTCON   
 GA3534  ___________________________________________________________________
 GA3534  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 GA3534  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3534
 GA3534  HORZ ORDER  -  SECOND
 GA3534
 GA3534.The horizontal coordinates were established by classical geodetic methods
 GA3534.and adjusted by the National Geodetic Survey in April 1999..
 GA3534
 GA3534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3534
 GA3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3534
 GA3534.The geoid height was determined by GEOID03.
 GA3534
 GA3534;                    North         East     Units Scale Factor Converg.
 GA3534;SPC TN       -   224,513.653   808,399.161   MT  0.99998647   +1 21 32.6
 GA3534;SPC TN       -   736,591.88  2,652,222.91   sFT  0.99998647   +1 21 32.6
 GA3534;UTM  17      - 4,024,392.368   259,585.033   MT  1.00031220   -1 35 16.1
 GA3534
 GA3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3534!SPC TN       -   0.99991068  x   0.99998647  =   0.99989715
 GA3534!UTM  17      -   0.99991068  x   1.00031220  =   1.00022285
 GA3534
 GA3534|---------------------------------------------------------------------|
 GA3534| PID    Reference Object                     Distance      Geod. Az  |
 GA3534|                                                           dddmmss.s |
 GA3534| DB9648 LONE RM 1                            21.420 METERS 19212     |
 GA3534| DB9649 LONE RM 2                            20.970 METERS 25607     |
 GA3534| DB9647 LONE AZ MK                                         3022823.0 |
 GA3534|---------------------------------------------------------------------|
 GA3534
 GA3534                          SUPERSEDED SURVEY CONTROL
 GA3534
 GA3534  NAD 83(1995)-  36 20 04.55661(N)    083 40 42.83057(W) AD(       ) 2
 GA3534  NAD 83(1995)-  36 20 04.55626(N)    083 40 42.82708(W) AD(       ) 2
 GA3534  NAD 83(1995)-  36 20 04.56129(N)    083 40 42.82972(W) AD(       ) 2
 GA3534  NAD 83(1986)-  36 20 04.56418(N)    083 40 42.82894(W) AD(       ) 2
 GA3534  NAD 27      -  36 20 04.26671(N)    083 40 43.15947(W) AD(       ) 2
 GA3534  NGVD 29 (07/19/86)  600.0    (m)         1968.     (f) VERT ANG       
 GA3534
 GA3534.Superseded values are not recommended for survey control.
 GA3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3534.See file dsdata.txt to determine how the superseded data were derived.
 GA3534
 GA3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA5958524392(NAD 83)
 GA3534_MARKER: DD = SURVEY DISK
 GA3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3534
 GA3534  HISTORY     - Date     Condition        Report By
 GA3534  HISTORY     - 1964     MONUMENTED       TNHD
 GA3534
 GA3534                          STATION DESCRIPTION
 GA3534
 GA3534'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3534'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF MAYNARDVILLE.
 GA3534'
 GA3534'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 5.7
 GA3534'MILES NORTHEAST ON
 GA3534'STATE ROUTE 33 TO A PAVED ROAD ON THE RIGHT, TURN RIGHT
 GA3534'AND GO 1.9 MILES EAST TO A
 GA3534'T-INTERSECTION, TURN LEFT AND GO 1.2 MILES
 GA3534'NORTHEAST TO THE END OF THE PAVEMENT,
 GA3534'CONTINUE STRAIGHT AHEAD ON THE
 GA3534'GRAVELED ROAD FOR 1.3 MILES NORTHEAST TO A Y-FORK *,
 GA3534'TAKE THE RIGHT
 GA3534'FORK AND GO 0.3 MILE NORTHEAST TO ANOTHER Y-FORK, TAKE THE RIGHT FORK
 GA3534'AND GO 2.0 MILES
 GA3534'SOUTH AND THEN EAST TO THE TOP OF THE RIDGE AND THE
 GA3534'END OF THE ROAD WHICH ENCIRCLES A
 GA3534'MOUND CONSTRUCTED FOR A FIRE TOWER
 GA3534'AND THE STATION IN THE MIDDLE OF THE ROAD.
 GA3534'
 GA3534'THE STATION IS 36 FEET NORTH OF A 5-INCH TRIPLE-TRUNKED OAK TREE, 24
 GA3534'FEET SOUTHWEST OF A
 GA3534'19-INCH OAK TREE AND 13.2 FEET SOUTHEAST OF A WITNESS
 GA3534'POST.  THE SURFACE AND
 GA3534'UNDERGROUND MARKS ARE STANDARD TENNESSEE
 GA3534'HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GA3534'ARE STAMPED LONE 1964.  THE
 GA3534'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GA3534'THE SURFACE DISK
 GA3534'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3534'
 GA3534'REFERENCE MARK NO. 1 IS 35 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA3534'OF THE MOUND, 14 FEET
 GA3534'NORTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD,
 GA3534'13 FEET SOUTHWEST OF A 9-INCH
 GA3534'WILD CHERRY TREE, 9 FEET NORTHEAST OF A
 GA3534'10-INCH ELM TREE, 6 FEET NORTHWEST OF A 6-INCH
 GA3534'OAK TREE AND ABOUT 4
 GA3534'FEET ABOVE THE ROAD.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3534'DEPARTMENT DISK
 GA3534'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, 2 INCHES
 GA3534'BELOW THE SURFACE, AND
 GA3534'THE DISK IS STAMPED LONE RM-1 1964.
 GA3534'
 GA3534'REFERENCE MARK NO. 2 IS 35 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GA3534'OF THE MOUND, 5 FEET
 GA3534'SOUTH OF A 3-INCH LOCUST TREE AND 4 FEET NORTHWEST OF
 GA3534'THE APPROXIMATE CENTER OF THE
 GA3534'TRACK ROAD.  IT IS A STANDARD TENNESSEE
 GA3534'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3534'FLUSH, CONCRETE
 GA3534'MONUMENT AND THE DISK IS STAMPED LONE RM- 2 1964.
 GA3534'
 GA3534'THE AZIMUTH MARK IS 21 FEET WEST OF THE APPROXIMATE CENTER OF A
 GA3534'GRAVELED ROAD, 15 FEET
 GA3534'SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 1.3 FEET
 GA3534'SOUTHEAST OF A WITNESS
 GA3534'POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3534'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3534'FLUSH, CONCRETE MONUMENT AND
 GA3534'THE DISK IS STAMPED LONE AZI 1964.
 GA3534'
 GA3534'TO REACH THE AZIMUTH MARK, * TURN LEFT AND GO 0.5 MILE NORTH ON THE
 GA3534'GRAVELED ROAD TO A SIDE
 GA3534'ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1
 GA3534'MILE TO THE MARK ON THE LEFT AS
 GA3534'DESCRIBED.
 GA3534'
 GA3534'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA3534'
 GA3534'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2570 ***********************************************************************
 GC2570  DESIGNATION -  LONE OAK
 GC2570  PID         -  GC2570
 GC2570  STATE/COUNTY-  TN/MONTGOMERY
 GC2570  USGS QUAD   -  PALMYRA (1983)
 GC2570
 GC2570                         *CURRENT SURVEY CONTROL
 GC2570  ___________________________________________________________________
 GC2570* NAD 83(1995)-  36 23 57.46515(N)    087 23 16.15931(W)     ADJUSTED  
 GC2570* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 GC2570  ___________________________________________________________________
 GC2570  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 GC2570  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2570
 GC2570  HORZ ORDER  -  THIRD
 GC2570
 GC2570.The horizontal coordinates were established by classical geodetic methods
 GC2570.and adjusted by the National Geodetic Survey in April 1999..
 GC2570
 GC2570.The orthometric height was scaled from a topographic map.
 GC2570
 GC2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2570
 GC2570.The geoid height was determined by GEOID03.
 GC2570
 GC2570;                    North         East     Units Scale Factor Converg.
 GC2570;SPC TN       -   230,103.801   475,507.233   MT  0.99999697   -0 48 45.0
 GC2570;SPC TN       -   754,932.22  1,560,059.98   sFT  0.99999697   -0 48 45.0
 GC2570;UTM  16      - 4,028,307.525   465,223.495   MT  0.99961490   -0 13 48.5
 GC2570
 GC2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2570!SPC TN       -   0.99997071  x   0.99999697  =   0.99996768
 GC2570!UTM  16      -   0.99997071  x   0.99961490  =   0.99958563
 GC2570
 GC2570|---------------------------------------------------------------------|
 GC2570| PID    Reference Object                     Distance      Geod. Az  |
 GC2570|                                                           dddmmss.s |
 GC2570| CG6806 LONE OAK RM 1                        23.778 METERS 07442     |
 GC2570| CG6805 LONE OAK AZ MK                                     1560507.8 |
 GC2570| CG6807 LONE OAK RM 2                        26.538 METERS 17434     |
 GC2570|---------------------------------------------------------------------|
 GC2570
 GC2570                          SUPERSEDED SURVEY CONTROL
 GC2570
 GC2570  NAD 83(1995)-  36 23 57.46601(N)    087 23 16.16108(W) AD(       ) 3
 GC2570  NAD 83(1995)-  36 23 57.46899(N)    087 23 16.16308(W) AD(       ) 3
 GC2570  NAD 83(1986)-  36 23 57.47475(N)    087 23 16.16253(W) AD(       ) 3
 GC2570  NAD 27      -  36 23 57.28800(N)    087 23 16.12800(W) AD(       ) 3
 GC2570
 GC2570.Superseded values are not recommended for survey control.
 GC2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2570.See file dsdata.txt to determine how the superseded data were derived.
 GC2570
 GC2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6522328308(NAD 83)
 GC2570_MARKER: DS = TRIANGULATION STATION DISK
 GC2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2570
 GC2570  HISTORY     - Date     Condition        Report By
 GC2570  HISTORY     - 1953     MONUMENTED       CGS
 GC2570
 GC2570                          STATION DESCRIPTION
 GC2570
 GC2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2570'STATION IS LOCATED ON THE GROUNDS OF THE LONE OAK CENTRAL HIGH SCHOOL
 GC2570'ABOUT 9 MILES SOUTH OF CLARKSVILLE AND 0.1 MILE WEST OF STATE
 GC2570'HIGHWAY NOS. 13 AND 48. IT IS 175 FEET WEST OF THE NORTHWEST CORNER
 GC2570'OF THE SCHOOL BUILDING, 18 FEET SOUTHEAST OF A FENCE CORNER
 GC2570'AND 12 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 GC2570'DISK IS STAMPED LONE OAK 1953.
 GC2570'
 GC2570'REFERENCE MARK NO. 1 IS 15 FEET WEST OF A 24 INCH OAK TREE AND 1 FOOT
 GC2570'SOUTH OF A FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GC2570'DISK IS STAMPED LONE OAK NO 1 1953.
 GC2570'
 GC2570'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE. THE MARK PROJECTS
 GC2570'ABOUT 2 INCHES AND THE DISK IS STAMPED LONE OAK NO 2 1953.
 GC2570'
 GC2570'AZIMUTH MARK IS 37 FEET EAST OF THE CENTER OF STATE HIGHWAY 48, 2
 GC2570'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 GC2570'FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LONE
 GC2570'OAK 1953.
 GC2570'
 GC2570'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS SCHOOL
 GC2570'GROUND TO A GRAVEL ROAD. TURN RIGHT ON GRAVEL ROAD AND GO
 GC2570'0.15 MILE TO STATE HIGHWAY NOS. 13 AND 48. TURN RIGHT ON HIGHWAY AND
 GC2570'GO SOUTH FOR 0.2 MILE TO THE JUNCTION OF THE HIGHWAYS.
 GC2570'CONTINUE ON HIGHWAY 48 FOR ABOUT 100 FEET TO THE MARK ON THE LEFT AS
 GC2570'DESCRIBED.
 GC2570'
 GC2570'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1051 ***********************************************************************
 GC1051  DESIGNATION -  LONG
 GC1051  PID         -  GC1051
 GC1051  STATE/COUNTY-  TN/ROBERTSON
 GC1051  USGS QUAD   -  PORTLAND (1981)
 GC1051
 GC1051                         *CURRENT SURVEY CONTROL
 GC1051  ___________________________________________________________________
 GC1051* NAD 83(1995)-  36 35 41.29902(N)    086 36 49.71418(W)     ADJUSTED  
 GC1051* NAVD 88     -       227.833  (meters)     747.48   (feet)  ADJUSTED  
 GC1051  ___________________________________________________________________
 GC1051  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GC1051  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC1051  DYNAMIC HT  -         227.641 (meters)     746.85  (feet)  COMP
 GC1051  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GC1051
 GC1051  HORZ ORDER  -  THIRD
 GC1051  VERT ORDER  -  SECOND    CLASS 0
 GC1051
 GC1051.The horizontal coordinates were established by classical geodetic methods
 GC1051.and adjusted by the National Geodetic Survey in April 1999..
 GC1051
 GC1051.The orthometric height was determined by differential leveling
 GC1051.and adjusted by the National Geodetic Survey in June 1991..
 GC1051
 GC1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1051
 GC1051.The geoid height was determined by GEOID03.
 GC1051
 GC1051.The dynamic height is computed by dividing the NAVD 88
 GC1051.geopotential number by the normal gravity value computed on the
 GC1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1051.degrees latitude (g = 980.6199 gals.).
 GC1051
 GC1051.The modeled gravity was interpolated from observed gravity values.
 GC1051
 GC1051;                    North         East     Units Scale Factor Converg.
 GC1051;SPC TN       -   251,089.019   545,073.605   MT  1.00003645   -0 21 33.7
 GC1051;SPC TN       -   823,781.22  1,788,295.65   sFT  1.00003645   -0 21 33.7
 GC1051;UTM  16      - 4,049,993.741   534,543.259   MT  0.99961470   +0 13 48.8
 GC1051
 GC1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1051!SPC TN       -   0.99996893  x   1.00003645  =   1.00000538
 GC1051!UTM  16      -   0.99996893  x   0.99961470  =   0.99958364
 GC1051
 GC1051|---------------------------------------------------------------------|
 GC1051| PID    Reference Object                     Distance      Geod. Az  |
 GC1051|                                                           dddmmss.s |
 GC1051| GC1052 LONG RM 1                            26.865 METERS 09113     |
 GC1051| GC1053 LONG AZ MK                          APPROX. 1.1 KM 1091058.8 |
 GC1051| CG6808 LONG AZ MK 2                                       2393618.8 |
 GC1051| GC1050 LONG RM 2                            24.085 METERS 29025     |
 GC1051|---------------------------------------------------------------------|
 GC1051
 GC1051                          SUPERSEDED SURVEY CONTROL
 GC1051
 GC1051  NAD 83(1995)-  36 35 41.29932(N)    086 36 49.71424(W) AD(       ) 3
 GC1051  NAD 83(1995)-  36 35 41.30679(N)    086 36 49.71873(W) AD(       ) 3
 GC1051  NAD 83(1986)-  36 35 41.30811(N)    086 36 49.71772(W) AD(       ) 3
 GC1051  NAD 27      -  36 35 41.16650(N)    086 36 49.73360(W) AD(       ) 3
 GC1051  NGVD 29 (??/??/92)  227.909  (m)          747.73   (f) ADJ UNCH    2 0
 GC1051
 GC1051.Superseded values are not recommended for survey control.
 GC1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1051.See file dsdata.txt to determine how the superseded data were derived.
 GC1051
 GC1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3454349994(NAD 83)
 GC1051_MARKER: DE = TRAVERSE STATION DISK
 GC1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1051_STAMPING: LONG 1959
 GC1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1051+STABILITY: SURFACE MOTION
 GC1051
 GC1051  HISTORY     - Date     Condition        Report By
 GC1051  HISTORY     - 1959     MONUMENTED       CGS
 GC1051  HISTORY     - 1968     GOOD             CGS
 GC1051  HISTORY     - 1968     GOOD             NGS
 GC1051
 GC1051                          STATION DESCRIPTION
 GC1051
 GC1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1051'THE STATION IS LOCATED IN THE NORTH EDGE OF A CULTIVATED FIELD OWNED
 GC1051'BY MR. T. L. LONG, ABOUT 5.5 MILES EAST OF ORLINDA, ABOUT
 GC1051'5.5 MILES WEST OF PORTLAND AND ABOUT 5.0 MILES SOUTHWEST OF
 GC1051'MITCHELLVILLE.
 GC1051'
 GC1051'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 31 W
 GC1051'AND STATE HIGHWAY NO. 109 NEAR THE
 GC1051'TENNESSEE-KENTUCKY STATE LINE, GO SOUTH ON U.S. HIGHWAY NO. 31 W FOR
 GC1051'3.5 MILES TO STATE HIGHWAY NO. 52 ON THE RIGHT AT RUBENSVILLE, TURN
 GC1051'RIGHT AND GO WEST ON STATE HIGHWAY NO. 52 FOR 0.55 MILE TO MR. T. L.
 GC1051'LONG HOME ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS
 GC1051'DESCRIBED, CONTINUE WEST ON STATE HIGHWAY NO. 52 FOR 0.8 MILE TO MR.
 GC1051'W. M. JOHNSON MAIL BOX ON THE RIGHT AND A DRIVEWAY, TURN RIGHT AND
 GC1051'GO ABOUT 100 YARDS TO A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT AND
 GC1051'GO EAST ALONG THE SOUTH SIDE OF A WIRE FENCE FOR ABOUT 150 FEET
 GC1051'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC1051'
 GC1051'STATION MARK IS 18 FEET SOUTH OF THE CENTER OF THE DIM TRACK ROAD AND
 GC1051'24 FEET SOUTH OF A WIRE FENCE AND WITNESS SIGN.  THE MARK IS A
 GC1051'STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET 12
 GC1051'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED LONG 1959.
 GC1051'
 GC1051'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 GC1051'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED LONG 1959.
 GC1051'
 GC1051'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF THE TRACK ROAD AND OLD WOODEN
 GC1051'GATE, 7 FEET WEST OF A 36 INCH OAK TREE AND IS ABOUT 3 FEET LOWER
 GC1051'THAN THE STATION. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 GC1051'GROUND AND IS STAMPED LONG NO 1 1959.
 GC1051'
 GC1051'REFERENCE MARK NO. 2 IS 7 FEET NORTH OF THE TRACK ROAD, 1 FOOT SOUTH
 GC1051'OF THE WIRE FENCE AND IS ABOUT 4 FEET LOWER THAN THE STATION. THE
 GC1051'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LONG
 GC1051'NO 2 1959.
 GC1051'
 GC1051'AZIMUTH MARK IS SET ACROSS THE ROAD FROM MR. T. L. LONG HOME, 44 FEET
 GC1051'SOUTH OF THE CENTER OF STATE HIGHWAY NO. 52, 7 FEET EAST OF THE
 GC1051'FIELD ROAD, 5 FEET SOUTH OF A WITNESS SIGN AND 1 FOOT WEST OF A WIRE
 GC1051'FENCE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GC1051'STAMPED LONG 1959.
 GC1051'
 GC1051'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GC1051
 GC1051                          STATION RECOVERY (1968)
 GC1051
 GC1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC1051'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GC1051'CONDITION. THE ORIGINAL AZIMUTH MARK IS NEAR A GRADE SEPARTION
 GC1051'AND INTERCHANGE OF STATE ROUTE 52 AND INTERSTATE ROUTE 65. IT MAY BE
 GC1051'NECESSARY TO LOWER THIS MARK IN THE FUTURE, BUT AS PRESENT
 GC1051'PLANS SHOW, THE MARK WILL BE SAFE. THIS IS A POSITIONED AZIMUTH MARK
 GC1051'AS WELL AS A BENCH MARK.  AFTER CONSTRUCTION IS COMPLETED, THIS
 GC1051'MARK MAY BE OBSTRUCTED FROM LINE OF SIGHT TO THE STATION. THEREFORE,
 GC1051'A NEW AZIMUTH MARK NO. 2 WAS ESTABLISHED. THE STATION WAS
 GC1051'OCCUPIED AND ALL MARKS OBSERVED UPON. A DISCREPANCY OF 0.04 OF A
 GC1051'FOOT WAS NOTED IN THE HORIZONTAL MEASUREMENT BETWEEN THE STATION AND
 GC1051'REFERENCE MARK NO. 1 AND 0.01 OF A FOOT BETWEEN THE STATION AND
 GC1051'REFERENCE MARK NO. 2.
 GC1051'
 GC1051'DUE TO CHANGES IN THE ROADS, THE ORIGINAL DESCRIPTION IS NO LONGER
 GC1051'COMPLETELY ADEQUATE. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC1051'
 GC1051'THE STATION IS LOCATED AT THE NORTH EDGE OF A CULTIVATED FIELD ON THE
 GC1051'PROPERTY OF MR. T. L. LONG, ABOUT 5-1/2 MILES EAST OF ORLINDA, 5-1/2
 GC1051'MILES WEST OF PORTLAND, 5 MILES SOUTHWEST OF MITCHELLVILLE, AND ABOUT
 GC1051'0.75 MILE WEST OF THE STATE ROUTE 52 AND INTERSTATE ROUTE 65
 GC1051'INTERCHANGE.
 GC1051'
 GC1051'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC1051'ROUTE 109 AT THE TENNESSEE-KENTUCKY STATE LINE, GO SOUTHWESTERLY ON
 GC1051'U.S. HIGHWAY 31W FOR 3.25 MILES TO THE JUNCTION OF STATE ROUTE 52 IN
 GC1051'THE SMALL COMMUNITY OF RUEBENSVILLE. HERE TURN RIGHT AND
 GC1051'GO WESTERLY ON STATE ROUTE 52 FOR 0.55 MILE TO THE INTERSTATE ROUTE
 GC1051'65 INTERCHANGE AND LONG AZIMUTH MARK 1959 ON THE LEFT AS DESCRIBED.
 GC1051'HERE CONTINUE WESTERLY ON STATE ROUTE 52 FOR 0.75 MILE TO A FARM LANE
 GC1051'ON THE RIGHT, TURN RIGHT ON THIS FARM LANE AND GO NORTHERLY FOR
 GC1051'ABOUT 0.1 MILE TO A GROUP OF FARM BUILDINGS AND END OF TRUCK
 GC1051'TRAVEL. FROM THIS POINT PACK EASTERLY ALONG SOUTH SIDE OF A LANE
 GC1051'FENCE BETWEEN TWO FIELDS FOR ABOUT 200 FEET TO THE STATION AS
 GC1051'DESCRIBED.
 GC1051'
 GC1051'THE STATION IS 205 FEET EAST OF A T FENCE CORNER POST, 96 FEET WEST
 GC1051'OF A 36-INCH POST OAK TREE, 19 FEET SOUTH OF A 16-INCH SOURWOOD
 GC1051'TREE, 18.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN SET IN THE
 GC1051'NORTH LANE FENCE, AND 11 FEET SOUTH OF THE SOUTH LANE FENCE. IT IS
 GC1051'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC1051'MONUMENT ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GC1051'DISK IS STAMPED LONG 1959.
 GC1051'
 GC1051'REFERENCE MARK NO. 1 IS 8 FEET WEST OF A 36-INCH POST OAK TREE AND
 GC1051'0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN IN THE FENCE
 GC1051'ALONG THE SOUTH SIDE OF THE LANE. IT IS A STANDARD DISK SET IN THE
 GC1051'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC1051'DISK IS STAMPED LONG NO 1 1959.
 GC1051'
 GC1051'REFERENCE MARK NO. 2 IS 128 FEET EAST OF A T FENCE CORNER POST, 7
 GC1051'FEET NORTH OF THE FENCE ALONG THE SOUTH SIDE OF THE LANE, AND 0.9
 GC1051'OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN IN THE FENCE ALONG
 GC1051'THE NORTH SIDE OF THE LANE. IT IS A STANDARD DISK SET IN THE TOP
 GC1051'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC1051'STAMPED LONG NO 2 1959.
 GC1051'
 GC1051'DUE TO TREES ON LINE THE REFERENCE MARKS COULD NOT BE MEASURED
 GC1051'BETWEEN.
 GC1051'
 GC1051'LONG 1959 AZIMUTH MARK IS 180 FEET NORTHWEST OF THE APPROXIMATE
 GC1051'CENTER OF THE SOUTH BOUND LANE OF INTERSTATE ROUTE 65, 175 FEET
 GC1051'SOUTHEAST OF THE APPROXIMATE CENTER OF THE ON RAMP FOR THE SOUTH
 GC1051'BOUND LANE OF THE INTERSTATE, 43 FEET SOUTH-SOUTHEAST OF THE
 GC1051'APPROXIMATE CENTER OF STATE ROUTE 52, AND 1.0 FOOT EAST OF A METAL
 GC1051'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 GC1051'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1051'LONG 1959.
 GC1051'
 GC1051'LONG 1959 NO 2 1968 AZIMUTH MARK IS 26 FEET WEST OF THE APPROXIMATE
 GC1051'CENTER OF THE INTERSECTION OF A GRAVELED ROAD AND A DRIVEWAY, 13
 GC1051'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 2 FEET
 GC1051'SE OF A FENCE, AND 1.0 FOOT EAST-NORTHEAST OF A METAL
 GC1051'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN
 GC1051'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 GC1051'DISK IS STAMPED LONG 1959 NO 2 1968.
 GC1051'
 GC1051'TO REACH THE NO. 2 AZIMUTH MARK FROM THE END OF THE TRUCK TRAVEL AT
 GC1051'THE STATION SITE, GO SOUTHERLY ON THE FARM LANE FOR ABOUT 0.1 OF A
 GC1051'MILE TO STATE ROUTE 52. HERE TURN RIGHT AND GO WESTERLY ON STATE
 GC1051'ROUTE 52 FOR 0.1 MILE TO A GRAVELED T ROAD LEFT, TURN LEFT AND GO
 GC1051'SOUTHERLY ON THIS GRAVELED ROAD FOR 0.25 OF A MILE TO A FARM HOUSE ON
 GC1051'THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC1051'
 GC1051'NOTE- ALL MARKS AT THIS STATION ARE BENCH MARKS EXCEPT LONG 1959 NO 2
 GC1051'1968 AZIMUTH MARK.
 GC1051'
 GC1051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES SW
 GC1051'OF MITCHELLVILLE.
 GC1051
 GC1051                          STATION RECOVERY (1968)
 GC1051
 GC1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GC1051'5 MI SW FROM MITCHELLVILLE.
 GC1051'THIS MARK RECOVERED IN EXCELLENT CONDITION.  TO REACH FROM THE
 GC1051'JUNCTION OF U.S. HIGHWAY 31W AND STATE ROUTE 109 AT THE
 GC1051'TENNESSEE-KENTUCKY COUNTY LINE, GO SOUTHWESTERLY ON U.S. HIGHWAY
 GC1051'31W FOR 3.25 MILES TO THE JUNCTION OF STATE ROUTE 52.  HERE TURN
 GC1051'RIGHT AND GO WESTERLY ON STATE ROUTE 52, CROSSING OVER
 GC1051'INTERSTATE ROUTE 65, FOR 1.3 MILES TO A FARM LANE ON THE RIGHT,
 GC1051'TURN RIGHT AND GO NORTHERLY ON THE FARM LANE FOR 0.1 MILE TO A
 GC1051'GROUP OF FARM BUILDINGS AND END OF TRUCK TRAVEL.  FROM THIS
 GC1051'POINT PACK EASTERLY ALONG THE SOUTH SIDE OF A LANE FENCE
 GC1051'BETWEEN TWO FIELDS FOR ABOUT 200 FEET TO THE LONG 1959 TRAVERSE
 GC1051'STATION SITE AND THE MARK.  IT IS 205 FEET EAST OF A T FENCE
 GC1051'CORNER POST, 96 FEET WEST OF A 36-INCH POST OAK TREE, 88.14 FEET
 GC1051'WEST OF REFERENCE MARK NO. 1, 79.02 FEET EAST-SOUTHEAST OF
 GC1051'REFERENCE MARK NO. 2, 19 FEET SOUTH OF A 16-INCH SOURWOOD TREE,
 GC1051'18.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 11 FEET
 GC1051'SOUTH OF THE SOUTH LANE FENCE.  IT IS A STANDARD TRAVERSE
 GC1051'STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GC1051'MONUMENT ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GC1051'DISK IS STAMPED LONG 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1053 ***********************************************************************
 GC1053  DESIGNATION -  LONG AZ MK
 GC1053  PID         -  GC1053
 GC1053  STATE/COUNTY-  TN/ROBERTSON
 GC1053  USGS QUAD   -  PORTLAND (1981)
 GC1053
 GC1053                         *CURRENT SURVEY CONTROL
 GC1053  ___________________________________________________________________
 GC1053* NAD 83(1995)-  36 35 29.05519(N)    086 36 06.07954(W)     ADJUSTED  
 GC1053* NAVD 88     -       222.625  (meters)     730.40   (feet)  ADJUSTED  
 GC1053  ___________________________________________________________________
 GC1053  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 GC1053  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 GC1053  DYNAMIC HT  -         222.438 (meters)     729.78  (feet)  COMP
 GC1053  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GC1053
 GC1053  HORZ ORDER  -  SECOND
 GC1053  VERT ORDER  -  SECOND    CLASS 0
 GC1053
 GC1053.The horizontal coordinates were established by classical geodetic methods
 GC1053.and adjusted by the National Geodetic Survey in April 1999..
 GC1053
 GC1053.The orthometric height was determined by differential leveling
 GC1053.and adjusted by the National Geodetic Survey in June 1991..
 GC1053
 GC1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1053
 GC1053.The geoid height was determined by GEOID03.
 GC1053
 GC1053.The dynamic height is computed by dividing the NAVD 88
 GC1053.geopotential number by the normal gravity value computed on the
 GC1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1053.degrees latitude (g = 980.6199 gals.).
 GC1053
 GC1053.The modeled gravity was interpolated from observed gravity values.
 GC1053
 GC1053;                    North         East     Units Scale Factor Converg.
 GC1053;SPC TN       -   250,704.861   546,155.888   MT  1.00003566   -0 21 08.1
 GC1053;SPC TN       -   822,520.86  1,791,846.44   sFT  1.00003566   -0 21 08.1
 GC1053;UTM  16      - 4,049,620.898   535,628.981   MT  0.99961564   +0 14 14.8
 GC1053
 GC1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1053!SPC TN       -   0.99996974  x   1.00003566  =   1.00000540
 GC1053!UTM  16      -   0.99996974  x   0.99961564  =   0.99958539
 GC1053
 GC1053:                Primary Azimuth Mark                     Grid Az
 GC1053:SPC TN       -  LONG                                     289 32 32.9
 GC1053:UTM  16      -  LONG                                     288 57 10.0
 GC1053
 GC1053|---------------------------------------------------------------------|
 GC1053| PID    Reference Object                     Distance      Geod. Az  |
 GC1053|                                                           dddmmss.s |
 GC1053| GC1051 LONG                                APPROX. 1.1 KM 2891124.8 |
 GC1053|---------------------------------------------------------------------|
 GC1053
 GC1053                          SUPERSEDED SURVEY CONTROL
 GC1053
 GC1053  NAD 83(1995)-  36 35 29.05544(N)    086 36 06.07965(W) AD(       ) 2
 GC1053  NAD 83(1995)-  36 35 29.06301(N)    086 36 06.08384(W) AD(       ) 2
 GC1053  NAD 83(1986)-  36 35 29.06427(N)    086 36 06.08303(W) AD(       ) 2
 GC1053  NAD 27      -  36 35 28.92100(N)    086 36 06.09890(W) AD(       ) 2
 GC1053  NGVD 29 (??/??/92)  222.702  (m)          730.65   (f) ADJ UNCH    2 0
 GC1053
 GC1053.Superseded values are not recommended for survey control.
 GC1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1053.See file dsdata.txt to determine how the superseded data were derived.
 GC1053
 GC1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3562949621(NAD 83)
 GC1053_MARKER: DZ = AZIMUTH MARK DISK
 GC1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1053_STAMPING: LONG 1959
 GC1053_MARK LOGO: CGS   
 GC1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1053+STABILITY: SURFACE MOTION
 GC1053
 GC1053  HISTORY     - Date     Condition        Report By
 GC1053  HISTORY     - 1959     MONUMENTED       CGS
 GC1053  HISTORY     - 1968     GOOD             NGS
 GC1053
 GC1053                          STATION DESCRIPTION
 GC1053
 GC1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1053'4.5 MI SW FROM MITCHELLVILLE.
 GC1053'THIS MARK RECOVERED IN GOOD CONDITION.  TO REACH FROM THE
 GC1053'JUNCTION OF U.S. HIGHWAY 31W AND STATE ROUTE 109 AT THE
 GC1053'TENNESSEE-KENTUCKY STATE LINE, GO SOUTHWESTERLY ON U.S. HIGHWAY
 GC1053'31W FOR 3.25 MILS TO THE JUNCTION OF STATE ROUTE 52.  HERE TURN
 GC1053'RIGHT AND GO WESTERLY ON STATE ROUTE 52 FOR 0.55 MILE TO THE
 GC1053'INTERSTATE ROUTE 65 INTERCHANGE AND THE MARK ON THE LEFT AS
 GC1053'DESCRIBED.  IT IS ABOUT 0.75 MILE EAST-SOUTHEAST OF THE LONG
 GC1053'1959 TRAVERSE STATION SITE, 180 FEET NORTHWEST OF THE
 GC1053'APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF INTERSTATE ROUTE
 GC1053'65, 175 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE ON RAMP
 GC1053'FOR THE SOUTH BOUND LANE OF THE INTERSTATE, 43 FEET
 GC1053'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 52, AND
 GC1053'1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GC1053'MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC1053'MONUMENT AND THE DISK IS STAMPED LONG 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1052 ***********************************************************************
 GC1052  DESIGNATION -  LONG RM 1
 GC1052  PID         -  GC1052
 GC1052  STATE/COUNTY-  TN/ROBERTSON
 GC1052  USGS QUAD   -  PORTLAND (1981)
 GC1052
 GC1052                         *CURRENT SURVEY CONTROL
 GC1052  ___________________________________________________________________
 GC1052* NAD 83(1986)-  36 35 41.     (N)    086 36 49.     (W)     SCALED    
 GC1052* NAVD 88     -       226.934  (meters)     744.53   (feet)  ADJUSTED  
 GC1052  ___________________________________________________________________
 GC1052  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC1052  DYNAMIC HT  -         226.743 (meters)     743.91  (feet)  COMP
 GC1052  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GC1052
 GC1052  VERT ORDER  -  SECOND    CLASS 0
 GC1052
 GC1052.The horizontal coordinates were scaled from a topographic map and have
 GC1052.an estimated accuracy of +/- 6 seconds.
 GC1052
 GC1052.The orthometric height was determined by differential leveling
 GC1052.and adjusted by the National Geodetic Survey in June 1991..
 GC1052
 GC1052.The geoid height was determined by GEOID03.
 GC1052
 GC1052.The dynamic height is computed by dividing the NAVD 88
 GC1052.geopotential number by the normal gravity value computed on the
 GC1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1052.degrees latitude (g = 980.6199 gals.).
 GC1052
 GC1052.The modeled gravity was interpolated from observed gravity values.
 GC1052
 GC1052;                    North         East    Units  Estimated Accuracy
 GC1052;SPC TN       -   251,080.      545,090.      MT  (+/- 180 meters Scaled)
 GC1052
 GC1052                          SUPERSEDED SURVEY CONTROL
 GC1052
 GC1052  NGVD 29 (??/??/92)  227.010  (m)          744.78   (f) ADJ UNCH    2 0
 GC1052
 GC1052.Superseded values are not recommended for survey control.
 GC1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1052.See file dsdata.txt to determine how the superseded data were derived.
 GC1052
 GC1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF345499(NAD 83)
 GC1052_MARKER: DR = REFERENCE MARK DISK
 GC1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1052_STAMPING: LONG NO 1 1959
 GC1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1052+STABILITY: SURFACE MOTION
 GC1052
 GC1052  HISTORY     - Date     Condition        Report By
 GC1052  HISTORY     - 1959     MONUMENTED       CGS
 GC1052  HISTORY     - 1968     GOOD             NGS
 GC1052
 GC1052                          STATION DESCRIPTION
 GC1052
 GC1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1052'5 MI SW FROM MITCHELLVILLE.
 GC1052'THIS MARK WAS RECOVERED IN EXCELLENT CONDITION.  THE MARK IS AT
 GC1052'THE LONG 1959 TRAVERSE STATION SITE, 88.14 FEET EAST OF THE
 GC1052'STATION MARK, 8 FEET WEST OF A 36-INCH POST OAK TREE AND 0.8 OF A
 GC1052'FOOT SOUTH OF A METAL WITNESS POST AND SIGN IN THE FENCE ALONG
 GC1052'THE SOUTH SIDE OF A LANE.  IT IS A STANDARD REFERENCE MARK DISK
 GC1052'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GC1052'AND THE DISK IS STAMPED LONG NO 1 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1050 ***********************************************************************
 GC1050  DESIGNATION -  LONG RM 2
 GC1050  PID         -  GC1050
 GC1050  STATE/COUNTY-  TN/ROBERTSON
 GC1050  USGS QUAD   -  PORTLAND (1981)
 GC1050
 GC1050                         *CURRENT SURVEY CONTROL
 GC1050  ___________________________________________________________________
 GC1050* NAD 83(1986)-  36 35 41.     (N)    086 36 49.     (W)     SCALED    
 GC1050* NAVD 88     -       226.724  (meters)     743.84   (feet)  ADJUSTED  
 GC1050  ___________________________________________________________________
 GC1050  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GC1050  DYNAMIC HT  -         226.533 (meters)     743.22  (feet)  COMP
 GC1050  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GC1050
 GC1050  VERT ORDER  -  SECOND    CLASS 0
 GC1050
 GC1050.The horizontal coordinates were scaled from a topographic map and have
 GC1050.an estimated accuracy of +/- 6 seconds.
 GC1050
 GC1050.The orthometric height was determined by differential leveling
 GC1050.and adjusted by the National Geodetic Survey in June 1991..
 GC1050
 GC1050.The geoid height was determined by GEOID03.
 GC1050
 GC1050.The dynamic height is computed by dividing the NAVD 88
 GC1050.geopotential number by the normal gravity value computed on the
 GC1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1050.degrees latitude (g = 980.6199 gals.).
 GC1050
 GC1050.The modeled gravity was interpolated from observed gravity values.
 GC1050
 GC1050;                    North         East    Units  Estimated Accuracy
 GC1050;SPC TN       -   251,080.      545,090.      MT  (+/- 180 meters Scaled)
 GC1050
 GC1050                          SUPERSEDED SURVEY CONTROL
 GC1050
 GC1050  NGVD 29 (??/??/92)  226.800  (m)          744.09   (f) ADJ UNCH    2 0
 GC1050
 GC1050.Superseded values are not recommended for survey control.
 GC1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1050.See file dsdata.txt to determine how the superseded data were derived.
 GC1050
 GC1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF345499(NAD 83)
 GC1050_MARKER: DR = REFERENCE MARK DISK
 GC1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1050_STAMPING: LONG NO 2 1959
 GC1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1050+STABILITY: SURFACE MOTION
 GC1050
 GC1050  HISTORY     - Date     Condition        Report By
 GC1050  HISTORY     - 1959     MONUMENTED       CGS
 GC1050  HISTORY     - 1968     GOOD             NGS
 GC1050
 GC1050                          STATION DESCRIPTION
 GC1050
 GC1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GC1050'5 MI SW FROM MITCHELLVILLE.
 GC1050'THIS MARK RECOVERED IN EXCELLENT CONDITION.  THE MARK IS AT THE
 GC1050'LONG 1959 TRAVERSE STATION SITE, 128 FEET EAST OF A T FENCE
 GC1050'CORNER POST, 79.02 FEET WEST-NORTHWEST OF THE STATION MARK, 7
 GC1050'FEET NORTH OF THE FENCE ALONG THE SOUTH SIDE OF THE LANE, AND
 GC1050'0.9 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN IN THE
 GC1050'FENCE ALONG THE NORTH SIDE OF THE LANE.  IT IS A STANDARD
 GC1050'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1050'CONCRETE MONUMENT AND THE DISK IS STAMPED LONG NO 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1312 ***********************************************************************
 FE1312  DESIGNATION -  LONGTOWN
 FE1312  PID         -  FE1312
 FE1312  STATE/COUNTY-  TN/FAYETTE
 FE1312  USGS QUAD   -  GALLAWAY (1981)
 FE1312
 FE1312                         *CURRENT SURVEY CONTROL
 FE1312  ___________________________________________________________________
 FE1312* NAD 83(1995)-  35 20 47.11492(N)    089 30 57.52371(W)     ADJUSTED  
 FE1312* NAVD 88     -       107.282  (meters)     351.97   (feet)  ADJUSTED  
 FE1312  ___________________________________________________________________
 FE1312  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FE1312  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1312  DYNAMIC HT  -         107.186 (meters)     351.66  (feet)  COMP
 FE1312  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE1312
 FE1312  HORZ ORDER  -  SECOND
 FE1312  VERT ORDER  -  SECOND    CLASS 0
 FE1312
 FE1312.The horizontal coordinates were established by classical geodetic methods
 FE1312.and adjusted by the National Geodetic Survey in April 1999..
 FE1312
 FE1312.The orthometric height was determined by differential leveling
 FE1312.and adjusted by the National Geodetic Survey in June 1991..
 FE1312
 FE1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1312
 FE1312.The geoid height was determined by GEOID03.
 FE1312
 FE1312.The dynamic height is computed by dividing the NAVD 88
 FE1312.geopotential number by the normal gravity value computed on the
 FE1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1312.degrees latitude (g = 980.6199 gals.).
 FE1312
 FE1312.The modeled gravity was interpolated from observed gravity values.
 FE1312
 FE1312;                    North         East     Units Scale Factor Converg.
 FE1312;SPC TN       -   118,142.349   280,465.062   MT  0.99998438   -2 03 30.2
 FE1312;SPC TN       -   387,605.36    920,159.12   sFT  0.99998438   -2 03 30.2
 FE1312;UTM  16      - 3,914,366.195   271,360.072   MT  1.00024428   -1 27 22.2
 FE1312
 FE1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1312!SPC TN       -   0.99998747  x   0.99998438  =   0.99997185
 FE1312!UTM  16      -   0.99998747  x   1.00024428  =   1.00023175
 FE1312
 FE1312|---------------------------------------------------------------------|
 FE1312| PID    Reference Object                     Distance      Geod. Az  |
 FE1312|                                                           dddmmss.s |
 FE1312| FE1164 T 73                                 18.900 METERS 02500     |
 FE1312| FE1311 LONGTOWN RM 1                        25.214 METERS 29703     |
 FE1312| FE2528 LONGTOWN AZ MK                      APPROX. 1.2 KM 3152113.1 |
 FE1312| FE2520 MASON MUNICIPAL TANK                APPROX. 7.4 KM 3471535.8 |
 FE1312|---------------------------------------------------------------------|
 FE1312
 FE1312                          SUPERSEDED SURVEY CONTROL
 FE1312
 FE1312  NAD 83(1995)-  35 20 47.12068(N)    089 30 57.52450(W) AD(       ) 2
 FE1312  NAD 83(1995)-  35 20 47.12067(N)    089 30 57.52452(W) AD(       ) 2
 FE1312  NAD 83(1986)-  35 20 47.12677(N)    089 30 57.52429(W) AD(       ) 2
 FE1312  NAD 27      -  35 20 46.82360(N)    089 30 57.25130(W) AD(       ) 2
 FE1312  NGVD 29 (??/??/??)  107.260  (m)          351.90   (f) ADJUSTED    2 0
 FE1312
 FE1312.Superseded values are not recommended for survey control.
 FE1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1312.See file dsdata.txt to determine how the superseded data were derived.
 FE1312
 FE1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7136014366(NAD 83)
 FE1312_MARKER: DS = TRIANGULATION STATION DISK
 FE1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1312_STAMPING: LONGTOWN 1958
 FE1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1312+STABILITY: SURFACE MOTION
 FE1312
 FE1312  HISTORY     - Date     Condition        Report By
 FE1312  HISTORY     - 1958     MONUMENTED       CGS
 FE1312  HISTORY     - 1958     GOOD             CGS
 FE1312  HISTORY     - 1958     GOOD             CGS
 FE1312
 FE1312                          STATION DESCRIPTION
 FE1312
 FE1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE1312'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF MASON,
 FE1312'ABOUT 9 MILES NORTHEAST OF ARLINGTON AND ON THE PROPERTY OF DR.
 FE1312'W.W. WILDER WHOSE OFFICE IS IN SOMERVILLE.  IT IS 92 FEET SOUTH OF
 FE1312'THE CENTERLINE OF STATE HIGHWAY 59, 44 FEET NORTHEAST OF A 48 INCH
 FE1312'OAK TREE, 25 FEET WEST OF A WIRE FENCE AND 62 FEET SOUTH OF A WHITE
 FE1312'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE1312'LONGTOWN 1958.
 FE1312'
 FE1312'TO REACH THE STATION FROM THE T JUNCTION OF U.S. HIGHWAY 70 AND 79
 FE1312'AND STATE HIGHWAY 59 IN MASON, GO SOUTHWEST ON HIGHWAY 70, 79
 FE1312'AND 59 FOR 3.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 FE1312'ON STATE HIGHWAY 59 FOR 3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FE1312'SOUTHWEST, SIDE OF THE ROAD.  CONTINUE AHEAD ON HIGHWAY 59 FOR 0.75
 FE1312'MILE TO THE STATION ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 FE1312'
 FE1312'REFERENCE MARK 1 IS 80 FEET SOUTH OF A BOARD FENCE, 78 FEET NORTH OF
 FE1312'THE NORTHEAST CORNER OF A LARGE FRAME HOUSE AND 26 FEET NORTH OF A
 FE1312'30 INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE1312'LONGTOWN NO 1 1958.
 FE1312'
 FE1312'BENCH MARK T 73 1935 WAS USED AS REFERENCE MARK 2.  IT IS 52 FEET
 FE1312'WEST OF THE CENTERLINE OF A DRIVEWAY, 30 FEET SOUTH OF THE CENTERLINE
 FE1312'OF STATE HIGHWAY 59, 1 FOOT SOUTH OF A BOARD FENCE AND 1 FOOT EAST OF
 FE1312'A WHITE WITNESS POST.  THE MOUNMENT IS A 6X6 INCH CONCRETE POST
 FE1312'PROJECTING 4 INCHES AND THE DISK IS A STANDARD U.S.C. AND G.S. BENCH
 FE1312'MARK DISK STAMPED T 73 1935.
 FE1312'
 FE1312'THE AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 FE1312'HIGHWAY 59, 14 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 FE1312'DRIVEWAY AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE1312'FLUSH AND THE DISK IS STAMPED LONGTOWN 1958.
 FE1312'
 FE1312'HEIGHT OF LIGHT ABOVE STATION MARK 28 METERS.
 FE1312
 FE1312                          STATION RECOVERY (1958)
 FE1312
 FE1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1312'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FE1312'HOWEVER A NEW HOME HAS BEEN BUILT AT THE STATION SITE AND THE OLD
 FE1312'DESCRIPTION IS NO LONGER ADEQUATE.  THE STATION MARK AND REFERENCE
 FE1312'MARK NO. 1 SHOW EVIDENCE OF HAVING BEEN STRUCK BY SOME TYPE OF
 FE1312'MACHINERY WHEN THE GROUNDS WERE LANDSCAPED AND A SLIGHT DISCREPANCY
 FE1312'WAS FOUND IN THE MEASUREMENT AND DIRECTIONS OF REFERENCE MARK
 FE1312'NO. 1 AND BENCH MARK T 73 1935.
 FE1312'
 FE1312'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE1312'
 FE1312'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF ARLINGTON AND 4-1/2
 FE1312'MILES SOUTH-SOUTHEAST OF MASON ON PROPERTY OWNED BY W.W. WILDER
 FE1312'OF SOMERVILLE, TENNESSEE.  IT IS IN A LAWN 92.0 FEET SOUTH OF THE
 FE1312'CENTER OF STATE HIGHWAY 59, 44.0 FEET NORTHEAST OF A LARGE OAK
 FE1312'TREE, 38.0 FEET EAST OF THE CENTER OF A GRAVEL DRIVE AND 34.0 FEET
 FE1312'WEST OF THE CENTER OF A GRAVEL DRIVE.  THE STATION MARK IS SET FLUSH
 FE1312'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LONGTOWN 1958.
 FE1312'
 FE1312'REFERENCE MARK NO. 1 IS IN THE LAWN 45.0 FEET WEST OF THE CENTER OF A
 FE1312'GRAVEL DRIVE AND 26.0 FEET NORTH OF A LARGE CEDAR TREE.  THE MARK IS
 FE1312'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FE1312'LONGTOWN NO 1 1958.
 FE1312'
 FE1312'BENCH MARK T 73 1935 WAS USED AS REFERENCE MARK NO. 2.  IT IS IN THE
 FE1312'LAWN 30.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 59 AND 14.0 FEET
 FE1312'EAST OF THE CENTER OF A GRAVEL DRIVE.  IT IS A STANDARD COAST AND
 FE1312'GEODETIC SURVEY BENCH MARK DISK SET IN A 6 INCH BY 6 INCH CONCRETE
 FE1312'POST THAT PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND
 FE1312'AND IS STAMPED T 73 1935.
 FE1312'
 FE1312'THE AZIMUTH MARK IS ABOUT 0.75 OF A MILE NORTHWEST OF THE STATION,
 FE1312'28.0 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 59, 14.0 FEET
 FE1312'NORTHWEST OF THE CENTER OF A GRAVELED ROAD AND 4.0 FEET SOUTH OF A
 FE1312'WITNESS POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE1312'GROUND AND THE DISK IS STAMPED LONGTOWN 1958.
 FE1312'
 FE1312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 79 AND
 FE1312'STATE HIGHWAY 59 IN MASON, GO SOUTHWEST ON U.S.  HIGHWAY 70, 79
 FE1312'AND STATE HIGHWAY 59 FOR 3.0 MILES TO WHERE STATE HIGHWAY 59 TURNS TO
 FE1312'THE LEFT.  TURN LEFT ON STATE HIGHWAY 59 AND GO SOUTHEAST FOR
 FE1312'3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 FE1312'SOUTHEASTERLY ON STATE HIGHWAY 59 FOR 0.75 MILE TO A LARGE BRICK
 FE1312'HOME ON THE RIGHT AND THE STATION IN THE FRONT LAWN AS DESCRIBED.
 FE1312
 FE1312                          STATION RECOVERY (1958)
 FE1312
 FE1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE1312'3.7 MI SE FROM BRADEN.
 FE1312'3.7 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L AND N. RR CROSSING
 FE1312'AT BRADEN, 92 FT. SOUTH OF THE CENTERLINE OF STATE HIGHWAY 59,
 FE1312'44 FT. NORTHEAST OF A 48 INCH OAK TREE, 25 FT. WEST OF A WIRE
 FE1312'FENCE, 62 FT. SOUTH OF A WHITE WITNESS POST, A C AND GS
 FE1312'TRIANGULATION DISK SET IN TOP OF A CONCRETE POST SET FLUSH WITH
 FE1312'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2528 ***********************************************************************
 FE2528  DESIGNATION -  LONGTOWN AZ MK
 FE2528  PID         -  FE2528
 FE2528  STATE/COUNTY-  TN/FAYETTE
 FE2528  USGS QUAD   -  GALLAWAY (1981)
 FE2528
 FE2528                         *CURRENT SURVEY CONTROL
 FE2528  ___________________________________________________________________
 FE2528* NAD 83(1995)-  35 21 15.08703(N)    089 31 31.25006(W)     ADJUSTED  
 FE2528* NAVD 88     -        98.0    (meters)     322.     (feet)  VERTCON   
 FE2528  ___________________________________________________________________
 FE2528  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 FE2528  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE2528
 FE2528  HORZ ORDER  -  SECOND
 FE2528
 FE2528.The horizontal coordinates were established by classical geodetic methods
 FE2528.and adjusted by the National Geodetic Survey in April 1999..
 FE2528
 FE2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2528
 FE2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2528
 FE2528.The geoid height was determined by GEOID03.
 FE2528
 FE2528;                    North         East     Units Scale Factor Converg.
 FE2528;SPC TN       -   119,034.466   279,645.065   MT  0.99998325   -2 03 50.0
 FE2528;SPC TN       -   390,532.24    917,468.85   sFT  0.99998325   -2 03 50.0
 FE2528;UTM  16      - 3,915,249.878   270,530.528   MT  1.00024896   -1 27 42.8
 FE2528
 FE2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2528!SPC TN       -   0.99998892  x   0.99998325  =   0.99997217
 FE2528!UTM  16      -   0.99998892  x   1.00024896  =   1.00023788
 FE2528
 FE2528                          SUPERSEDED SURVEY CONTROL
 FE2528
 FE2528  NAD 83(1995)-  35 21 15.09287(N)    089 31 31.25097(W) AD(       ) 2
 FE2528  NAD 83(1986)-  35 21 15.09896(N)    089 31 31.25074(W) AD(       ) 2
 FE2528  NAD 27      -  35 21 14.79460(N)    089 31 30.97530(W) AD(       ) 2
 FE2528  NGVD 29 (07/19/86)   98.0    (m)          322.     (f) VERT ANG       
 FE2528
 FE2528.Superseded values are not recommended for survey control.
 FE2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2528.See file dsdata.txt to determine how the superseded data were derived.
 FE2528
 FE2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7053115250(NAD 83)
 FE2528_MARKER: DZ = AZIMUTH MARK DISK
 FE2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2528+STABILITY: SURFACE MOTION
 FE2528
 FE2528  HISTORY     - Date     Condition        Report By
 FE2528  HISTORY     - 1958     MONUMENTED       CGS
 FE2528
 FE2528                          STATION DESCRIPTION
 FE2528
 FE2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE2528'TO REACH THE STATION FROM THE T JUNCTION OF U.S. HIGHWAY 70 AND 79
 FE2528'AND STATE HIGHWAY 59 IN MASON, GO SOUTHWEST ON HIGHWAY 70, 79
 FE2528'AND 59 FOR 3.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 FE2528'ON STATE HIGHWAY 59 FOR 3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FE2528'SOUTHWEST, SIDE OF THE ROAD.
 FE2528'
 FE2528'THE AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 FE2528'HIGHWAY 59, 14 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2528'DRIVEWAY AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2528'FLUSH AND THE DISK IS STAMPED LONGTOWN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1311 ***********************************************************************
 FE1311  DESIGNATION -  LONGTOWN RM 1
 FE1311  PID         -  FE1311
 FE1311  STATE/COUNTY-  TN/FAYETTE
 FE1311  USGS QUAD   -  GALLAWAY (1981)
 FE1311
 FE1311                         *CURRENT SURVEY CONTROL
 FE1311  ___________________________________________________________________
 FE1311* NAD 83(1986)-  35 20 46.     (N)    089 30 57.     (W)     SCALED    
 FE1311* NAVD 88     -       107.624  (meters)     353.10   (feet)  ADJUSTED  
 FE1311  ___________________________________________________________________
 FE1311  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FE1311  DYNAMIC HT  -         107.528 (meters)     352.78  (feet)  COMP
 FE1311  MODELED GRAV-     979,740.0   (mgal)                       NAVD 88
 FE1311
 FE1311  VERT ORDER  -  SECOND    CLASS 0
 FE1311
 FE1311.The horizontal coordinates were scaled from a topographic map and have
 FE1311.an estimated accuracy of +/- 6 seconds.
 FE1311
 FE1311.The orthometric height was determined by differential leveling
 FE1311.and adjusted by the National Geodetic Survey in June 1991..
 FE1311
 FE1311.The geoid height was determined by GEOID03.
 FE1311
 FE1311.The dynamic height is computed by dividing the NAVD 88
 FE1311.geopotential number by the normal gravity value computed on the
 FE1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1311.degrees latitude (g = 980.6199 gals.).
 FE1311
 FE1311.The modeled gravity was interpolated from observed gravity values.
 FE1311
 FE1311;                    North         East    Units  Estimated Accuracy
 FE1311;SPC TN       -   118,110.      280,480.      MT  (+/- 180 meters Scaled)
 FE1311
 FE1311                          SUPERSEDED SURVEY CONTROL
 FE1311
 FE1311  NGVD 29 (??/??/??)  107.602  (m)          353.02   (f) ADJUSTED    2 0
 FE1311
 FE1311.Superseded values are not recommended for survey control.
 FE1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1311.See file dsdata.txt to determine how the superseded data were derived.
 FE1311
 FE1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE713143(NAD 83)
 FE1311_MARKER: DR = REFERENCE MARK DISK
 FE1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1311_STAMPING: LONGTOWN NO 1958
 FE1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1311+STABILITY: SURFACE MOTION
 FE1311
 FE1311  HISTORY     - Date     Condition        Report By
 FE1311  HISTORY     - 1958     MONUMENTED       CGS
 FE1311  HISTORY     - 1958     GOOD             CGS
 FE1311
 FE1311                          STATION DESCRIPTION
 FE1311
 FE1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1311'3.7 MI SE FROM BRADEN.
 FE1311'3.7 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1311'CROSSING AT BRADEN, 80 FT. SOUTH OF A BOARD FENCE, 78 FT. NORTH
 FE1311'OF THE NORTHEAST CORNER OF A LARGE FRAME HOUSE, 26 FT. NORTH OF A
 FE1311'30 INCH CEDAR TREE, 82.7 FT. NORTHWEST OF THE STATION, A C AND GS
 FE1311'REFERENCE DISK SET IN TOP OF A CONCRETE POST SET FLUSH WTH THE
 FE1311'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2645 ***********************************************************************
 FB2645  DESIGNATION -  LOOK ROCK LOT
 FB2645  PID         -  FB2645
 FB2645  STATE/COUNTY-  TN/BLOUNT
 FB2645  USGS QUAD   -  BLOCKHOUSE (1966)
 FB2645
 FB2645                         *CURRENT SURVEY CONTROL
 FB2645  ___________________________________________________________________
 FB2645* NAD 83(1995)-  35 38 00.34890(N)    083 56 29.70455(W)     ADJUSTED  
 FB2645* NAVD 88     -       810.6    (meters)    2659.     (feet)  VERTCON   
 FB2645  ___________________________________________________________________
 FB2645  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 FB2645  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FB2645
 FB2645  HORZ ORDER  -  THIRD
 FB2645
 FB2645.The horizontal coordinates were established by classical geodetic methods
 FB2645.and adjusted by the National Geodetic Survey in April 1999..
 FB2645
 FB2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2645
 FB2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2645
 FB2645.The geoid height was determined by GEOID03.
 FB2645
 FB2645;                    North         East     Units Scale Factor Converg.
 FB2645;SPC TN       -   146,205.097   786,427.192   MT  0.99995450   +1 12 18.3
 FB2645;SPC TN       -   479,674.56  2,580,136.55   sFT  0.99995450   +1 12 18.3
 FB2645;UTM  17      - 3,947,277.576   233,622.590   MT  1.00047449   -1 42 53.2
 FB2645;UTM  16      - 3,947,600.702   776,960.301   MT  1.00054536   +1 46 58.6
 FB2645
 FB2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2645!SPC TN       -   0.99987747  x   0.99995450  =   0.99983198
 FB2645!UTM  17      -   0.99987747  x   1.00047449  =   1.00035191
 FB2645!UTM  16      -   0.99987747  x   1.00054536  =   1.00042277
 FB2645
 FB2645                          SUPERSEDED SURVEY CONTROL
 FB2645
 FB2645  NAD 83(1995)-  35 38 00.35377(N)    083 56 29.71549(W) AD(       ) 4
 FB2645  NAD 83(1986)-  35 38 00.35358(N)    083 56 29.71425(W) AD(       ) 4
 FB2645  NAD 27      -  35 38 00.03634(N)    083 56 30.09658(W) AD(       ) 3
 FB2645  NGVD 29 (07/19/86)  810.7    (m)         2660.     (f) VERT ANG       
 FB2645
 FB2645.Superseded values are not recommended for survey control.
 FB2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2645.See file dsdata.txt to determine how the superseded data were derived.
 FB2645
 FB2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3362347278(NAD 83)
 FB2645_MARKER: 57 = LOOKOUT TOWER
 FB2645
 FB2645  HISTORY     - Date     Condition        Report By
 FB2645  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2645
 FB2645                          STATION DESCRIPTION
 FB2645
 FB2645'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2645'WALLAND, 0.7 MI S. OF POST OFFICE, ALONG STATE HIGHWAY 73 TO
 FB2645'T-RD. W., THENCE SW. RIGHT 9.5 MI TO Y-RD., THENCE SW. RIGHT 0.3
 FB2645'MI TO LOOKOUT TOWER, CENTER OF STEEL TOWER DESIGNATED---LOOK ROCK
 FB2645'LOOKOUT TOWER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1869 ***********************************************************************
 FC1869  DESIGNATION -  LOOKOUT
 FC1869  PID         -  FC1869
 FC1869  STATE/COUNTY-  TN/HAMILTON
 FC1869  USGS QUAD   -  CHATTANOOGA (1976)
 FC1869
 FC1869                         *CURRENT SURVEY CONTROL
 FC1869  ___________________________________________________________________
 FC1869* NAD 83(1995)-  35 00 18.78132(N)    085 20 39.44247(W)     ADJUSTED  
 FC1869* NAVD 88     -       654.     (meters)    2146.     (feet)  SCALED    
 FC1869  ___________________________________________________________________
 FC1869  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 FC1869  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC1869
 FC1869  HORZ ORDER  -  SECOND
 FC1869
 FC1869.The horizontal coordinates were established by classical geodetic methods
 FC1869.and adjusted by the National Geodetic Survey in April 1999..
 FC1869
 FC1869.The orthometric height was scaled from a topographic map.
 FC1869
 FC1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1869
 FC1869.The geoid height was determined by GEOID03.
 FC1869
 FC1869;                    North         East     Units Scale Factor Converg.
 FC1869;SPC TN       -    74,747.462   659,857.482   MT  1.00005221   +0 23 02.0
 FC1869;SPC TN       -   245,233.96  2,164,882.42   sFT  1.00005221   +0 23 02.0
 FC1869;SPC GA W     -   555,636.499   592,511.924   MT  1.00004235   -0 40 32.2
 FC1869;SPC GA W     - 1,822,950.75  1,943,932.87   sFT  1.00004235   -0 40 32.2
 FC1869;UTM  16      - 3,874,874.090   651,083.976   MT  0.99988133   +0 56 59.9
 FC1869
 FC1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1869!SPC TN       -   0.99990199  x   1.00005221  =   0.99995419
 FC1869!SPC GA W     -   0.99990199  x   1.00004235  =   0.99994434
 FC1869!UTM  16      -   0.99990199  x   0.99988133  =   0.99978333
 FC1869
 FC1869:                Primary Azimuth Mark                     Grid Az
 FC1869:SPC TN       -  LOOKOUT MTN NY MONUMENT FP               001 04 49.9
 FC1869:SPC GA W     -  LOOKOUT MTN NY MONUMENT FP               002 08 24.1
 FC1869:UTM  16      -  LOOKOUT MTN NY MONUMENT FP               000 30 52.0
 FC1869
 FC1869|---------------------------------------------------------------------|
 FC1869| PID    Reference Object                     Distance      Geod. Az  |
 FC1869|                                                           dddmmss.s |
 FC1869| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX. 0.6 KM 0012751.9 |
 FC1869| FC1863 CHATTANOOGA HAMILTON BANK FP        APPROX. 5.7 KM 0332716.9 |
 FC1869| FC1870 LOOKOUT RM 1                         38.828 METERS 03657     |
 FC1869| FC1864 CHATTANOOGA OCTAGONAL BLDG CUP      APPROX. 5.9 KM 0403530.1 |
 FC1869| FC1871 MISSIONARY RIDGE LGE STANDPIPE      APPROX. 7.1 KM 0830942.0 |
 FC1869| CG6815 LOOKOUT AZ MK                                      1185043.9 |
 FC1869| CG6816 LOOKOUT RM 2                         32.659 METERS 15205     |
 FC1869| FC1866 LOOKOUT MOUNTAIN SMALL TANK         227.280 METERS 20408     |
 FC1869| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX. 5.2 KM 2122857.9 |
 FC1869| EE2057 SCHOLTZE                            APPROX. 2.9 KM 2131535.5 |
 FC1869|---------------------------------------------------------------------|
 FC1869
 FC1869                          SUPERSEDED SURVEY CONTROL
 FC1869
 FC1869  NAD 83(1995)-  35 00 18.78138(N)    085 20 39.44252(W) AD(       ) 2
 FC1869  NAD 83(1995)-  35 00 18.78188(N)    085 20 39.44501(W) AD(       ) 2
 FC1869  NAD 83(1995)-  35 00 18.78263(N)    085 20 39.44303(W) AD(       ) 2
 FC1869  NAD 83(1986)-  35 00 18.78323(N)    085 20 39.44247(W) AD(       ) 2
 FC1869  NAD 27      -  35 00 18.51800(N)    085 20 39.59100(W) AD(       ) 2
 FC1869
 FC1869.Superseded values are not recommended for survey control.
 FC1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1869.See file dsdata.txt to determine how the superseded data were derived.
 FC1869
 FC1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5108474874(NAD 83)
 FC1869_MARKER: DS = TRIANGULATION STATION DISK
 FC1869_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FC1869
 FC1869  HISTORY     - Date     Condition        Report By
 FC1869  HISTORY     - 1934     MONUMENTED       CGS
 FC1869  HISTORY     - 1956     GOOD             CGS
 FC1869  HISTORY     - 1962     GOOD             CGS
 FC1869  HISTORY     - 1972     GOOD             NGS
 FC1869  HISTORY     - 19981025 GOOD             USPSQD
 FC1869
 FC1869                          STATION DESCRIPTION
 FC1869
 FC1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1869'ABOUT 3-1/2 MILES SOUTHWEST OF CHATTANOOGA, IN TOWN OF LOOKOUT
 FC1869'MOUNTAIN, ON NORTH END OF LOOKOUT MOUNTAIN, IN NORTHWEST
 FC1869'ANGLE OF INTERSECTION OF BRAGG AVENUE, NORTH, AND MORRISON AVENUE,
 FC1869'WEST, AND ON VACANT CORNER LOT OWNED BY GEORGE K. BROWN. TO REACH
 FC1869'FROM PATTEN HOTEL IN CHATTANOOGA, FOLLOW U.S. ROUTE 11 SOUTH 3.5
 FC1869'MILES TO ARROWS LOOKOUT POINT, ETC., TURN LEFT UP MOUNTAIN AND
 FC1869'GO 2.2 MILES, KEEP TO LEFT ON LOOKOUT MOUNTAIN SCENIC HIGHWAY AND GO
 FC1869'0.3 MILE TO BRAGG AVENUE, TURN RIGHT AND GO TO STREET SIGN ON RIGHT,
 FC1869'TURN NORTH AND GO 0.8 MILE (OR 0.5 MILE PAST MORRISON AVENUE) TO
 FC1869'STATION SITE 77 FEET NORTH OF 36-INCH TREE, 38 FEET WEST OF CENTER OF
 FC1869'BRAGG AVENUE, AND 25 FEET NORTH OF A. W.  TABORS HEDGE LINE.
 FC1869'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1869'UPPER MARK IS 6 INCHES BELOW SURFACE OF GROUND.
 FC1869'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 FC1869'NO. 1 IS 7 FEET EAST OF CURB LINE OF BRAGG AVENUE AND
 FC1869'127.30 FEET FROM STATION, N 36 DEG 57 MIN E. NO. 2 IS 10-1/2
 FC1869'FEET EAST OF CURB LINE OF BRAGG AVENUE AND 107.15 FEET FROM STATION,
 FC1869'S 27 DEG 55 MIN E. DISTANCE BETWEEN REFERENCE MARKS NO. 1
 FC1869'AND NO. 2 IS 198.25 FEET. AZIMUTH MARK IS ON VACANT LOT OF G. K.
 FC1869'BROWN, 66 FEET EAST OF CENTER OF EAST BROWN  AVENUE, 43-1/2 FEET NORTH
 FC1869'OF NORTHWEST CORNER OF STONE HOUSE OF E. A. MAGILL, 17 FEET NORTH OF
 FC1869'HEDGE LINE, AND 130 YARDS FROM STATION, S 61 DEG 09 MIN E.
 FC1869'LOOKOUT MOUNTAIN, SMALL WATER TANK, BALL ON TOP, IS 227.4 METERS
 FC1869'(746 FEET) FROM STATION S 24 DEG 08 MIN W.
 FC1869
 FC1869                          STATION RECOVERY (1956)
 FC1869
 FC1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KAM)
 FC1869'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 FC1869'GOOD CONDITION. NO SEARCH FOR THE AZIMUTH MARK WAS MADE BY THIS
 FC1869'PARTY.
 FC1869'
 FC1869'THE STATION MARK IS NOW COVERED OVER BY 3 INCHES OF TOP SOIL, AND IS
 FC1869'10 FEET WEST OF A BUSHY PINE TREE AND 18 FEET SOUTH OF AN 8-INCH OAK
 FC1869'TREE.
 FC1869
 FC1869                          STATION RECOVERY (1962)
 FC1869
 FC1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1869'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND
 FC1869'FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS PRESUMED TO
 FC1869'HAVE BEEN LOST IN HOUSING DEVELOPMENT.  DUE TO OBJECTIONS OF THE
 FC1869'PROPERTY OWNER TO ERECTION OF A TOWER AT THE STATION SITE, ALL
 FC1869'OBSERVATIONS WERE MADE FROM REFERENCE MARK NO. 1. A NEW AZIMUTH MARK
 FC1869'WAS ESTABLISHED TO RM 1.
 FC1869
 FC1869                          STATION RECOVERY (1972)
 FC1869
 FC1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 FC1869'THE STATION MARK IS ASSUMED TO BE RECOVERED AS DESCRIBED, 3 INCHES
 FC1869'BELOW THE SURFACE.  THE PROPERTY OWNER WILL NOT ALLOW ANY DIGGING
 FC1869'IN THE YARD.  ALL REFERENCE POINTS PREVIOUSLY MEASURED TO ARE
 FC1869'STILL PRESENT.  REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FC1869'DESCRIBED.  THE TO REACH IS ADEQUATE.
 FC1869'
 FC1869'NO MEASUREMENTS MADE BETWEEN MARKS DUE TO TREES AND HEDGES ON
 FC1869'LINE.
 FC1869'
 FC1869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1869'AT LOOKOUT MOUNTAIN.
 FC1869
 FC1869                          STATION RECOVERY (1998)
 FC1869
 FC1869'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1866 ***********************************************************************
 FC1866  DESIGNATION -  LOOKOUT MOUNTAIN SMALL TANK
 FC1866  PID         -  FC1866
 FC1866  STATE/COUNTY-  TN/HAMILTON
 FC1866  USGS QUAD   -  CHATTANOOGA (1976)
 FC1866
 FC1866                         *CURRENT SURVEY CONTROL
 FC1866  ___________________________________________________________________
 FC1866* NAD 83(1995)-  35 00 12.05061(N)    085 20 43.10686(W)     ADJUSTED  
 FC1866* NAVD 88     -                                                        
 FC1866  ___________________________________________________________________
 FC1866  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 FC1866  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FC1866
 FC1866  HORZ ORDER  -  THIRD
 FC1866
 FC1866.The horizontal coordinates were established by classical geodetic methods
 FC1866.and adjusted by the National Geodetic Survey in April 1999..
 FC1866
 FC1866
 FC1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1866
 FC1866.The geoid height was determined by GEOID03.
 FC1866
 FC1866;                    North         East     Units Scale Factor Converg.
 FC1866;SPC TN       -    74,539.415   659,765.952   MT  1.00005268   +0 22 59.8
 FC1866;SPC TN       -   244,551.40  2,164,582.13   sFT  1.00005268   +0 22 59.8
 FC1866;SPC GA W     -   555,430.182   592,416.563   MT  1.00004260   -0 40 34.2
 FC1866;SPC GA W     - 1,822,273.86  1,943,620.01   sFT  1.00004260   -0 40 34.2
 FC1866;UTM  16      - 3,874,665.184   650,994.521   MT  0.99988100   +0 56 57.7
 FC1866
 FC1866                          SUPERSEDED SURVEY CONTROL
 FC1866
 FC1866  NAD 83(1995)-  35 00 12.05075(N)    085 20 43.10677(W) AD(       ) 4
 FC1866  NAD 83(1995)-  35 00 12.05115(N)    085 20 43.10926(W) AD(       ) 4
 FC1866  NAD 83(1995)-  35 00 12.05196(N)    085 20 43.10733(W) AD(       ) 4
 FC1866  NAD 83(1986)-  35 00 12.05225(N)    085 20 43.10616(W) AD(       ) 4
 FC1866  NAD 27      -  35 00 11.78400(N)    085 20 43.25600(W) AD(       ) 3
 FC1866
 FC1866.Superseded values are not recommended for survey control.
 FC1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1866.See file dsdata.txt to determine how the superseded data were derived.
 FC1866
 FC1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5099574665(NAD 83)
 FC1866_MARKER: 53 = ELEVATED TANK
 FC1866
 FC1866  HISTORY     - Date     Condition        Report By
 FC1866  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1866
 FC1866                          STATION DESCRIPTION
 FC1866
 FC1866'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1876 ***********************************************************************
 FC1876  DESIGNATION -  LOOKOUT MTN E STANDPIPE
 FC1876  PID         -  FC1876
 FC1876  STATE/COUNTY-  TN/HAMILTON
 FC1876  USGS QUAD   -  CHATTANOOGA (1976)
 FC1876
 FC1876                         *CURRENT SURVEY CONTROL
 FC1876  ___________________________________________________________________
 FC1876* NAD 83(1995)-  35 00 12.14886(N)    085 20 42.71156(W)     ADJUSTED  
 FC1876* NAVD 88     -                                                        
 FC1876  ___________________________________________________________________
 FC1876  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 FC1876  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FC1876
 FC1876  HORZ ORDER  -  THIRD
 FC1876
 FC1876.The horizontal coordinates were established by classical geodetic methods
 FC1876.and adjusted by the National Geodetic Survey in April 1999..
 FC1876
 FC1876
 FC1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1876
 FC1876.The geoid height was determined by GEOID03.
 FC1876
 FC1876;                    North         East     Units Scale Factor Converg.
 FC1876;SPC TN       -    74,542.510   659,775.956   MT  1.00005267   +0 23 00.1
 FC1876;SPC TN       -   244,561.55  2,164,614.95   sFT  1.00005267   +0 23 00.1
 FC1876;SPC GA W     -   555,433.091   592,426.622   MT  1.00004258   -0 40 34.0
 FC1876;SPC GA W     - 1,822,283.40  1,943,653.01   sFT  1.00004258   -0 40 34.0
 FC1876;UTM  16      - 3,874,668.377   651,004.492   MT  0.99988103   +0 56 57.9
 FC1876
 FC1876                          SUPERSEDED SURVEY CONTROL
 FC1876
 FC1876  NAD 83(1995)-  35 00 12.14887(N)    085 20 42.71155(W) AD(       ) 4
 FC1876  NAD 83(1995)-  35 00 12.14940(N)    085 20 42.71401(W) AD(       ) 4
 FC1876  NAD 83(1995)-  35 00 12.15020(N)    085 20 42.71198(W) AD(       ) 4
 FC1876  NAD 83(1986)-  35 00 12.15011(N)    085 20 42.71137(W) AD(       ) 4
 FC1876  NAD 27      -  35 00 11.88395(N)    085 20 42.85990(W) AD(       ) 3
 FC1876
 FC1876.Superseded values are not recommended for survey control.
 FC1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1876.See file dsdata.txt to determine how the superseded data were derived.
 FC1876
 FC1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5100474668(NAD 83)
 FC1876_MARKER: 52 = STANDPIPE TANK
 FC1876
 FC1876  HISTORY     - Date     Condition        Report By
 FC1876  HISTORY     - 1971     FIRST OBSERVED   NGS
 FC1876  HISTORY     - 19981025 GOOD             USPSQD
 FC1876
 FC1876                          STATION DESCRIPTION
 FC1876
 FC1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCL)
 FC1876'THE STATION IS THE VENT AT THE TOP AND CENTER OF THE EAST AND
 FC1876'LARGEST ONE OF TWO CYLINDRICAL SHAPED, STEEL STANDPIPES.  IT IS 90
 FC1876'FEET HIGH AND IS GREEN IN COLOR.
 FC1876'
 FC1876'STATION IS LOCATED IN LOOKOUT MOUNTAIN, AT THE CENTER OF FORT
 FC1876'CIRCLE DRIVE, 95 FEET NORTH OF THE POLICE AND FIRE STATION AND 90
 FC1876'FEET WEST OF THE CENTER OF NORTH BRAGG AVE.  THE STANDPIPE IS
 FC1876'OWNED BY THE CHATTANOOGA CITY WATER CO.
 FC1876
 FC1876                          STATION RECOVERY (1998)
 FC1876
 FC1876'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1867 ***********************************************************************
 FC1867  DESIGNATION -  LOOKOUT MTN NY MONUMENT FP
 FC1867  PID         -  FC1867
 FC1867  STATE/COUNTY-  TN/HAMILTON
 FC1867  USGS QUAD   -  CHATTANOOGA (1976)
 FC1867
 FC1867                         *CURRENT SURVEY CONTROL
 FC1867  ___________________________________________________________________
 FC1867* NAD 83(1995)-  35 00 39.68068(N)    085 20 38.79308(W)     ADJUSTED  
 FC1867* NAVD 88     -                                                        
 FC1867  ___________________________________________________________________
 FC1867  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 FC1867  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC1867
 FC1867  HORZ ORDER  -  THIRD
 FC1867
 FC1867.The horizontal coordinates were established by classical geodetic methods
 FC1867.and adjusted by the National Geodetic Survey in April 1999..
 FC1867
 FC1867
 FC1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1867
 FC1867.The geoid height was determined by GEOID03.
 FC1867
 FC1867;                    North         East     Units Scale Factor Converg.
 FC1867;SPC TN       -    75,391.644   659,869.632   MT  1.00005076   +0 23 02.3
 FC1867;SPC TN       -   247,347.42  2,164,922.28   sFT  1.00005076   +0 23 02.3
 FC1867;UTM  16      - 3,875,518.251   651,089.759   MT  0.99988135   +0 57 00.8
 FC1867
 FC1867                          SUPERSEDED SURVEY CONTROL
 FC1867
 FC1867  NAD 83(1995)-  35 00 39.68071(N)    085 20 38.79098(W) AD(       ) 4
 FC1867  NAD 83(1995)-  35 00 39.68099(N)    085 20 38.79481(W) AD(       ) 4
 FC1867  NAD 83(1995)-  35 00 39.68164(N)    085 20 38.79261(W) AD(       ) 4
 FC1867  NAD 83(1986)-  35 00 39.68195(N)    085 20 38.79212(W) AD(       ) 4
 FC1867  NAD 27      -  35 00 39.41600(N)    085 20 38.94600(W) AD(       ) 3
 FC1867
 FC1867.Superseded values are not recommended for survey control.
 FC1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1867.See file dsdata.txt to determine how the superseded data were derived.
 FC1867
 FC1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5109075518(NAD 83)
 FC1867_MARKER: 62 = FLAGPOLE
 FC1867
 FC1867  HISTORY     - Date     Condition        Report By
 FC1867  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1867  HISTORY     - 1957     GOOD             CGS
 FC1867  HISTORY     - 1964     GOOD             CGS
 FC1867  HISTORY     - 1968     GOOD             CGS
 FC1867  HISTORY     - 19981025 GOOD             USPSQD
 FC1867
 FC1867                          STATION DESCRIPTION
 FC1867
 FC1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 FC1867'THE STATION IS THE FLAGSTAFF HELD BY TWO FIGURES ON TOP OF THE COLUMN
 FC1867'AT THE MEMORIAL IN THE NATIONAL PARK AT THE NORTH END OF
 FC1867'LOOKOUT MOUNTAIN.
 FC1867
 FC1867                          STATION RECOVERY (1964)
 FC1867
 FC1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1867'THE 1957 RECOVERY NOTE IS ADEQUATE AND CORRECT.  THE EXTREME TOP
 FC1867'OF FLAGPOLE WAS THE POINT INTERSECTED.
 FC1867
 FC1867                          STATION RECOVERY (1968)
 FC1867
 FC1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FC1867'THIS STATION WAS RECOVERED AS DESCRIBED.
 FC1867'
 FC1867'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1867'AT LOOKOUT MOUNTAIN.
 FC1867
 FC1867                          STATION RECOVERY (1998)
 FC1867
 FC1867'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1868 ***********************************************************************
 FC1868  DESIGNATION -  LOOKOUT POINT
 FC1868  PID         -  FC1868
 FC1868  STATE/COUNTY-  TN/HAMILTON
 FC1868  USGS QUAD   -  CHATTANOOGA (1976)
 FC1868
 FC1868                         *CURRENT SURVEY CONTROL
 FC1868  ___________________________________________________________________
 FC1868* NAD 83(1995)-  35 00 33.36911(N)    085 20 35.42603(W)     ADJUSTED  
 FC1868* NAVD 88     -                                                        
 FC1868  ___________________________________________________________________
 FC1868  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 FC1868  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 FC1868
 FC1868  HORZ ORDER  -  THIRD
 FC1868
 FC1868.The horizontal coordinates were established by classical geodetic methods
 FC1868.and adjusted by the National Geodetic Survey in April 1999..
 FC1868
 FC1868
 FC1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1868
 FC1868.The geoid height was determined by GEOID03.
 FC1868
 FC1868;                    North         East     Units Scale Factor Converg.
 FC1868;SPC TN       -    75,197.708   659,956.310   MT  1.00005120   +0 23 04.3
 FC1868;SPC TN       -   246,711.15  2,165,206.66   sFT  1.00005120   +0 23 04.3
 FC1868;SPC GA W     -   556,084.837   592,619.059   MT  1.00004207   -0 40 30.1
 FC1868;SPC GA W     - 1,824,421.67  1,944,284.36   sFT  1.00004207   -0 40 30.1
 FC1868;UTM  16      - 3,875,325.213   651,178.333   MT  0.99988168   +0 57 02.6
 FC1868
 FC1868                          SUPERSEDED SURVEY CONTROL
 FC1868
 FC1868  NAD 83(1995)-  35 00 33.36910(N)    085 20 35.42606(W) AD(       ) 4
 FC1868  NAD 83(1995)-  35 00 33.36328(N)    085 20 35.43126(W) AD(       ) 4
 FC1868  NAD 83(1995)-  35 00 33.36395(N)    085 20 35.42964(W) AD(       ) 4
 FC1868  NAD 83(1986)-  35 00 33.36357(N)    085 20 35.42883(W) AD(       ) 4
 FC1868  NAD 27      -  35 00 38.00000(N)    085 20 39.00000(W) AD(       ) 3
 FC1868
 FC1868.Superseded values are not recommended for survey control.
 FC1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1868.See file dsdata.txt to determine how the superseded data were derived.
 FC1868
 FC1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5117875325(NAD 83)
 FC1868_MARKER: 62 = FLAGPOLE
 FC1868
 FC1868  HISTORY     - Date     Condition        Report By
 FC1868  HISTORY     - 1874     FIRST OBSERVED   CGS
 FC1868
 FC1868                          STATION DESCRIPTION
 FC1868
 FC1868'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1870 ***********************************************************************
 FC1870  DESIGNATION -  LOOKOUT RM 1
 FC1870  PID         -  FC1870
 FC1870  STATE/COUNTY-  TN/HAMILTON
 FC1870  USGS QUAD   -  CHATTANOOGA (1976)
 FC1870
 FC1870                         *CURRENT SURVEY CONTROL
 FC1870  ___________________________________________________________________
 FC1870* NAD 83(1995)-  35 00 19.78825(N)    085 20 38.52198(W)     ADJUSTED  
 FC1870* NAVD 88     -       653.9    (meters)    2145.     (feet)  VERTCON   
 FC1870  ___________________________________________________________________
 FC1870  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 FC1870  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 FC1870
 FC1870  HORZ ORDER  -  FIRST
 FC1870
 FC1870.The horizontal coordinates were established by classical geodetic methods
 FC1870.and adjusted by the National Geodetic Survey in April 1999..
 FC1870
 FC1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1870
 FC1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1870
 FC1870.The geoid height was determined by GEOID03.
 FC1870
 FC1870;                    North         East     Units Scale Factor Converg.
 FC1870;SPC TN       -    74,778.650   659,880.615   MT  1.00005214   +0 23 02.5
 FC1870;SPC TN       -   245,336.29  2,164,958.32   sFT  1.00005214   +0 23 02.5
 FC1870;UTM  16      - 3,874,905.499   651,106.795   MT  0.99988141   +0 57 00.5
 FC1870
 FC1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1870!SPC TN       -   0.99990201  x   1.00005214  =   0.99995414
 FC1870!UTM  16      -   0.99990201  x   0.99988141  =   0.99978343
 FC1870
 FC1870:                Primary Azimuth Mark                     Grid Az
 FC1870:SPC TN       -  SIGNAL MT ATT RELAY TOWER                003 30 02.1
 FC1870:UTM  16      -  SIGNAL MT ATT RELAY TOWER                002 56 04.1
 FC1870
 FC1870|---------------------------------------------------------------------|
 FC1870| PID    Reference Object                     Distance      Geod. Az  |
 FC1870|                                                           dddmmss.s |
 FC1870| FC1860 SIGNAL MT ATT RELAY TOWER           APPROX.13.8 KM 0035304.6 |
 FC1870| EE2060 CHATTANOOGA TENN PROD CHEM STK      APPROX. 3.1 KM 1170335.2 |
 FC1870| CG6817 LOOKOUT RM 1 AZ MK                                 1981436.0 |
 FC1870| FC1869 LOOKOUT                              38.828 METERS 21657     |
 FC1870| FC1865 ELDER MOUNTAIN TSFS LOT SC 28       APPROX. 7.3 KM 3430857.2 |
 FC1870|---------------------------------------------------------------------|
 FC1870
 FC1870                          SUPERSEDED SURVEY CONTROL
 FC1870
 FC1870  NAD 83(1995)-  35 00 19.78831(N)    085 20 38.52203(W) AD(       ) 1
 FC1870  NAD 83(1995)-  35 00 19.78881(N)    085 20 38.52452(W) AD(       ) 1
 FC1870  NAD 83(1995)-  35 00 19.78956(N)    085 20 38.52254(W) AD(       ) 1
 FC1870  NAD 83(1986)-  35 00 19.78957(N)    085 20 38.52251(W) AD(       ) 1
 FC1870  NAD 27      -  35 00 19.52440(N)    085 20 38.67050(W) AD(       ) 1
 FC1870  NGVD 29 (07/19/86)  653.9    (m)         2145.     (f) VERT ANG       
 FC1870
 FC1870.Superseded values are not recommended for survey control.
 FC1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1870.See file dsdata.txt to determine how the superseded data were derived.
 FC1870
 FC1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5110774905(NAD 83)
 FC1870_MARKER: DR = REFERENCE MARK DISK
 FC1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1870
 FC1870  HISTORY     - Date     Condition        Report By
 FC1870  HISTORY     - 1962     MONUMENTED       CGS
 FC1870  HISTORY     - 1972     GOOD             NGS
 FC1870  HISTORY     - 19981025 GOOD             USPSQD
 FC1870
 FC1870                          STATION DESCRIPTION
 FC1870
 FC1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1870'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF CHATTANOOGA, IN
 FC1870'THE NORTH SECTION OF LOOKOUT MOUNTAIN AND 0.05 MILE NORTH OF
 FC1870'INTERSECTION OF BRAGG AVENUE NORTH AND MORRISON AVENUE WEST ON
 FC1870'LOOKOUT MOUNTAIN.
 FC1870'
 FC1870'TO REACH THE STATION FROM THE LOOKOUT MOUNTAIN POLICE AND FIRE
 FC1870'STATION, GO NORTH BRAGG AVENUE FOR 0.05 MILE TO THE AZIMUTH
 FC1870'MARK ON THE LEFT, CONTINUE ON BRAGG AVENUE FOR 0.15 MILE TO THE
 FC1870'STATION ON THE RIGHT.
 FC1870'
 FC1870'THE STATION IS 85 FEET NORTH OF THE NORTH PROPERTY AND HEDGE LINE OF
 FC1870'823 NORTH BRAGG AVENUE, 31 FEET EAST OF THE NORTH EDGE OF DRIVEWAY
 FC1870'AT 814 NORTH BRAGG AVENUE AND 7 FEET EAST OF THE EAST CURB OF THE
 FC1870'AVENUE. THE MARK IS A STANDARD REFERENCE DISK STAMPED LOOKOUT
 FC1870'NO 1 1934 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 FC1870'
 FC1870'LOOKOUT 1934 IS IN THE LAWN AT 814 NORTH BRAGG AVENUE 56 FEET
 FC1870'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 27 FEET WEST OF
 FC1870'THE WEST CURB OF THE AVENUE, 16 FEET WEST OF A HEDGEROW AND 15 FEET
 FC1870'SOUTH OF A 12-INCH OAK TREE. THE MARK IS A STANDARD STATION DISK
 FC1870'STAMPED LOOKOUT 1934 SET IN A SQUARE CONCRETE MONUMENT WHICH IS
 FC1870'COVERED WITH 3 INCHES OF TOPSOIL.
 FC1870'
 FC1870'THE AZIMUTH MARK IS 180 FEET NORTH OF AVERILL STREET, 14 FEET NORTH
 FC1870'OF APPROXIMATE CENTER OF DRIVEWAY, 11 FEET WEST OF CENTER LINE OF
 FC1870'NORTH BRAGG AVENUE AND 3.5 FEET NORTH OF POWERLINE POLE NUMBERED
 FC1870'K3153T. THE MARK IS A STANDARD AZIMUTH DISK STAMPED LOOKOUT RM 1
 FC1870'1934 1962 AND SET IN A DRILL HOLE IN THE CURB.
 FC1870'
 FC1870'HEIGHT OF LIGHT ABOVE STATION MARK 29.8 METERS.
 FC1870
 FC1870                          STATION RECOVERY (1972)
 FC1870
 FC1870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 FC1870'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS
 FC1870'DESCRIBED.  LOOKOUT 1934 IS ASSUMED TO BE RECOVERED AS DESCRIBED,
 FC1870'3 INCHES BELOW THE SURFACE.  THE PROPERTY OWNER WILL NOT ALLOW
 FC1870'ANY DIGGING IN THE YARD, BUT ALL REFERENCE POINTS PREVIOUSLY
 FC1870'MEASURED TO ARE STILL PRESENT.
 FC1870'
 FC1870'THE STATION IS 4 FEET WEST OF A 8-INCH APPLE TREE.  BECAUSE OF
 FC1870'THIS TREE, THE TOWER WAS BUILT OVER AN ECCENTRIC POINT.  NO
 FC1870'MEASUREMENT WAS MADE TO LOOKOUT 1934 DUE TO TREES AND A HEDGE ON
 FC1870'LINE.
 FC1870'
 FC1870'THE TO REACH IS ADEQUATE.
 FC1870'
 FC1870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1870'AT LOOKOUT MOUNTAIN.
 FC1870
 FC1870                          STATION RECOVERY (1998)
 FC1870
 FC1870'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2505 ***********************************************************************
 GA2505  DESIGNATION -  LOOP
 GA2505  PID         -  GA2505
 GA2505  STATE/COUNTY-  TN/CLAIBORNE
 GA2505  USGS QUAD   -  CLOUDS (1952)
 GA2505
 GA2505                         *CURRENT SURVEY CONTROL
 GA2505  ___________________________________________________________________
 GA2505* NAD 83(1995)-  36 24 20.99892(N)    083 39 32.70717(W)     ADJUSTED  
 GA2505* NAVD 88     -       448.652  (meters)    1471.95   (feet)  ADJUSTED  
 GA2505  ___________________________________________________________________
 GA2505  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 GA2505  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2505  DYNAMIC HT  -         448.250 (meters)    1470.63  (feet)  COMP
 GA2505  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2505
 GA2505  HORZ ORDER  -  SECOND
 GA2505  VERT ORDER  -  SECOND    CLASS 0
 GA2505
 GA2505.The horizontal coordinates were established by classical geodetic methods
 GA2505.and adjusted by the National Geodetic Survey in April 1999..
 GA2505
 GA2505.The orthometric height was determined by differential leveling
 GA2505.and adjusted by the National Geodetic Survey in June 1991..
 GA2505
 GA2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2505
 GA2505.The geoid height was determined by GEOID03.
 GA2505
 GA2505.The dynamic height is computed by dividing the NAVD 88
 GA2505.geopotential number by the normal gravity value computed on the
 GA2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2505.degrees latitude (g = 980.6199 gals.).
 GA2505
 GA2505.The modeled gravity was interpolated from observed gravity values.
 GA2505
 GA2505;                    North         East     Units Scale Factor Converg.
 GA2505;SPC TN       -   232,457.630   809,958.366   MT  0.99999810   +1 22 13.7
 GA2505;SPC TN       -   762,654.74  2,657,338.41   sFT  0.99999810   +1 22 13.7
 GA2505;UTM  17      - 4,032,248.107   261,551.366   MT  1.00030059   -1 34 44.1
 GA2505
 GA2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2505!SPC TN       -   0.99993441  x   0.99999810  =   0.99993251
 GA2505!UTM  17      -   0.99993441  x   1.00030059  =   1.00023498
 GA2505
 GA2505|---------------------------------------------------------------------|
 GA2505| PID    Reference Object                     Distance      Geod. Az  |
 GA2505|                                                           dddmmss.s |
 GA2505| GA2506 LOOP RM 1                             6.256 METERS 12144     |
 GA2505| GA2509 CARR                                APPROX. 2.1 KM 2430830.7 |
 GA2505| GA2507 LOOP AZ MK                                         2434145.5 |
 GA2505| GA2504 LOOP RM 2                             6.167 METERS 31350     |
 GA2505|---------------------------------------------------------------------|
 GA2505
 GA2505                          SUPERSEDED SURVEY CONTROL
 GA2505
 GA2505  NAD 83(1995)-  36 24 21.00226(N)    083 39 32.70925(W) AD(       ) 2
 GA2505  NAD 83(1995)-  36 24 21.00171(N)    083 39 32.70257(W) AD(       ) 2
 GA2505  NAD 83(1995)-  36 24 21.00775(N)    083 39 32.70920(W) AD(       ) 2
 GA2505  NAD 83(1986)-  36 24 21.01018(N)    083 39 32.70849(W) AD(       ) 2
 GA2505  NAD 27      -  36 24 20.71494(N)    083 39 33.03499(W) AD(       ) 2
 GA2505  NGVD 29 (??/??/92)  448.753  (m)         1472.28   (f) ADJ UNCH    2 0
 GA2505
 GA2505.Superseded values are not recommended for survey control.
 GA2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2505.See file dsdata.txt to determine how the superseded data were derived.
 GA2505
 GA2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6155132248(NAD 83)
 GA2505_MARKER: DD = SURVEY DISK
 GA2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2505_STAMPING: LOOP 1963
 GA2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2505+STABILITY: SURFACE MOTION
 GA2505
 GA2505  HISTORY     - Date     Condition        Report By
 GA2505  HISTORY     - 1964     MONUMENTED       TNHD
 GA2505  HISTORY     - 1964     GOOD             TNHD
 GA2505
 GA2505                          STATION DESCRIPTION
 GA2505
 GA2505'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2505'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF NEW
 GA2505'TAZEWELL.
 GA2505'
 GA2505'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAZEWELL, GO
 GA2505'SOUTHWEST ON STATE
 GA2505'ROUTE 33 FOR 4.8 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GA2505'
 GA2505'THE STATION IS ABOUT 300 FEET SOUTH OF STATE ROUTE 33, 3 FEET
 GA2505'SOUTHEAST OF A 30-INCH
 GA2505'ELM TREE, 2 FEET NORTHEAST OF A FENCE AND 1.4 FEET NORTH OF A
 GA2505'WITNESS POST.  THE SURFACE
 GA2505'AND UNDERGROUND MARKS ARE STANDARD
 GA2505'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE
 GA2505'STAMPED LOOP 1963.  THE
 GA2505'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA2505'SURFACE DISK IS
 GA2505'SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2505'
 GA2505'REFERENCE MARK NO. 1 IS 6 FEET NORTHEAST OF A FENCE.  IT IS A
 GA2505'STANDARD TENNESSEE
 GA2505'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA2505'CONCRETE MONUMENT AND THE
 GA2505'DISK IS STAMPED LOOP RM-1 1963.
 GA2505'
 GA2505'REFERENCE MARK NO. 2 IS 10 FEET SOUTHEAST OF A CEDAR TREE AND 2 FEET
 GA2505'NORTHEAST OF A FENCE.  IT
 GA2505'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2505'IN A 10-INCH, SQUARE, FLUSH,
 GA2505'CONCRETE MONUMENT AND THE DISK IS
 GA2505'STAMPED LOOP RM-2 1963.
 GA2505'
 GA2505'THE AZIMUTH MARK IS 52 FEET WEST OF THE NORTHWEST CORNER OF THE NEW
 GA2505'HOPE MISSIONARY
 GA2505'BAPTIST CHURCH, 23 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2505'STATE ROUTE 33 AND 1.9 FEET
 GA2505'NORTH OF A WITNESS POST.  IT IS A
 GA2505'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2505'IN A 10-INCH, SQUARE,
 GA2505'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LOOP AZI 1963.
 GA2505'
 GA2505'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON
 GA2505'STATE ROUTE 33 FOR 0.15
 GA2505'MILE TO THE AZIMUTH MARK AND NEW HOPE CHURCH ON THE LEFT.
 GA2505'
 GA2505'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2505
 GA2505                          STATION RECOVERY (1964)
 GA2505
 GA2505'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2505'4.5 MI SW FROM NEW TAZEWELL.
 GA2505'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2505'33 FOR 4.8 MILES TO THE STATION ON THE LEFT.  THE STATION MARK IS
 GA2505'ABOUT 300 FEET SOUTH OF STATE ROUTE 33, 3 FEET SOUTHEAST OF A
 GA2505'A 30-INCH ELM TREE, 2 FEET NORTHEAST OF A FENCE AND 1.4 FEET NORTH
 GA2505'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2505'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2505'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2507 ***********************************************************************
 GA2507  DESIGNATION -  LOOP AZ MK
 GA2507  PID         -  GA2507
 GA2507  STATE/COUNTY-  TN/CLAIBORNE
 GA2507  USGS QUAD   -  CLOUDS (1952)
 GA2507
 GA2507                         *CURRENT SURVEY CONTROL
 GA2507  ___________________________________________________________________
 GA2507* NAD 83(1986)-  36 24 09.     (N)    083 40 02.     (W)     SCALED    
 GA2507* NAVD 88     -       404.288  (meters)    1326.40   (feet)  ADJUSTED  
 GA2507  ___________________________________________________________________
 GA2507  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2507  DYNAMIC HT  -         403.926 (meters)    1325.21  (feet)  COMP
 GA2507  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GA2507
 GA2507  VERT ORDER  -  SECOND    CLASS 0
 GA2507
 GA2507.The horizontal coordinates were scaled from a topographic map and have
 GA2507.an estimated accuracy of +/- 6 seconds.
 GA2507
 GA2507.The orthometric height was determined by differential leveling
 GA2507.and adjusted by the National Geodetic Survey in June 1991..
 GA2507
 GA2507.The geoid height was determined by GEOID03.
 GA2507
 GA2507.The dynamic height is computed by dividing the NAVD 88
 GA2507.geopotential number by the normal gravity value computed on the
 GA2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2507.degrees latitude (g = 980.6199 gals.).
 GA2507
 GA2507.The modeled gravity was interpolated from observed gravity values.
 GA2507
 GA2507;                    North         East    Units  Estimated Accuracy
 GA2507;SPC TN       -   232,070.      809,240.      MT  (+/- 180 meters Scaled)
 GA2507
 GA2507                          SUPERSEDED SURVEY CONTROL
 GA2507
 GA2507  NGVD 29 (??/??/??)  404.45   (m)         1326.9    (f) RESET       3  
 GA2507
 GA2507.Superseded values are not recommended for survey control.
 GA2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2507.See file dsdata.txt to determine how the superseded data were derived.
 GA2507
 GA2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA608318(NAD 83)
 GA2507_MARKER: DD = SURVEY DISK
 GA2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2507_STAMPING: LOOP AZI 1963
 GA2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2507+STABILITY: SURFACE MOTION
 GA2507
 GA2507  HISTORY     - Date     Condition        Report By
 GA2507  HISTORY     - 1963     MONUMENTED       TNHD
 GA2507  HISTORY     - 1964     GOOD             TNHD
 GA2507
 GA2507                          STATION DESCRIPTION
 GA2507
 GA2507'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2507'4.5 MI SW FROM NEW TAZEWELL.
 GA2507'FROM THE POST OFFICE IN NEW TAZEWELL, GO SOUTHWEST ON STATE ROUTE
 GA2507'33 FOR 4.95 MILES TO THE NEW HOPE CHURCH AND THE AZIMUTH MARK ON
 GA2507'THE LEFT.  THE AZIMUTH MARK IS 52 FEET WEST OF THE NORTHWEST
 GA2507'CORNER OF THE NEW HOPE MISSIONARY BAPTIST CHURCH, 23 FEET SOUTH
 GA2507'OF THE APPROXIMATE CENTER OF STATE ROUTE 33 AND 1.9 FEET NORTH OF
 GA2507'A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA2507'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2507'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2506 ***********************************************************************
 GA2506  DESIGNATION -  LOOP RM 1
 GA2506  PID         -  GA2506
 GA2506  STATE/COUNTY-  TN/CLAIBORNE
 GA2506  USGS QUAD   -  CLOUDS (1952)
 GA2506
 GA2506                         *CURRENT SURVEY CONTROL
 GA2506  ___________________________________________________________________
 GA2506* NAD 83(1986)-  36 24 21.     (N)    083 39 33.     (W)     SCALED    
 GA2506* NAVD 88     -       449.428  (meters)    1474.50   (feet)  ADJUSTED  
 GA2506  ___________________________________________________________________
 GA2506  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2506  DYNAMIC HT  -         449.024 (meters)    1473.17  (feet)  COMP
 GA2506  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2506
 GA2506  VERT ORDER  -  SECOND    CLASS 0
 GA2506
 GA2506.The horizontal coordinates were scaled from a topographic map and have
 GA2506.an estimated accuracy of +/- 6 seconds.
 GA2506
 GA2506.The orthometric height was determined by differential leveling
 GA2506.and adjusted by the National Geodetic Survey in June 1991..
 GA2506
 GA2506.The geoid height was determined by GEOID03.
 GA2506
 GA2506.The dynamic height is computed by dividing the NAVD 88
 GA2506.geopotential number by the normal gravity value computed on the
 GA2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2506.degrees latitude (g = 980.6199 gals.).
 GA2506
 GA2506.The modeled gravity was interpolated from observed gravity values.
 GA2506
 GA2506;                    North         East    Units  Estimated Accuracy
 GA2506;SPC TN       -   232,460.      809,950.      MT  (+/- 180 meters Scaled)
 GA2506
 GA2506                          SUPERSEDED SURVEY CONTROL
 GA2506
 GA2506  NGVD 29 (??/??/92)  449.528  (m)         1474.83   (f) ADJ UNCH    2 0
 GA2506
 GA2506.Superseded values are not recommended for survey control.
 GA2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2506.See file dsdata.txt to determine how the superseded data were derived.
 GA2506
 GA2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA615322(NAD 83)
 GA2506_MARKER: DD = SURVEY DISK
 GA2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2506_STAMPING: LOOP RM-1 1963
 GA2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2506+STABILITY: SURFACE MOTION
 GA2506
 GA2506  HISTORY     - Date     Condition        Report By
 GA2506  HISTORY     - 1963     MONUMENTED       TNHD
 GA2506  HISTORY     - 1964     GOOD             TNHD
 GA2506
 GA2506                          STATION DESCRIPTION
 GA2506
 GA2506'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2506'4.5 MI SW FROM NEW TAZEWELL.
 GA2506'THIS MARK IS LOCATED AT THE LOOP 1963 STATION SITE, 6 FEET
 GA2506'NORTHEAST OF A FENCE AND 21 FEET SOUTH-SOUTHEAST OF THE STATION.
 GA2506'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2506'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2504 ***********************************************************************
 GA2504  DESIGNATION -  LOOP RM 2
 GA2504  PID         -  GA2504
 GA2504  STATE/COUNTY-  TN/CLAIBORNE
 GA2504  USGS QUAD   -  CLOUDS (1952)
 GA2504
 GA2504                         *CURRENT SURVEY CONTROL
 GA2504  ___________________________________________________________________
 GA2504* NAD 83(1986)-  36 24 21.     (N)    083 39 33.     (W)     SCALED    
 GA2504* NAVD 88     -       447.811  (meters)    1469.19   (feet)  ADJUSTED  
 GA2504  ___________________________________________________________________
 GA2504  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA2504  DYNAMIC HT  -         447.409 (meters)    1467.87  (feet)  COMP
 GA2504  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 GA2504
 GA2504  VERT ORDER  -  SECOND    CLASS 0
 GA2504
 GA2504.The horizontal coordinates were scaled from a topographic map and have
 GA2504.an estimated accuracy of +/- 6 seconds.
 GA2504
 GA2504.The orthometric height was determined by differential leveling
 GA2504.and adjusted by the National Geodetic Survey in June 1991..
 GA2504
 GA2504.The geoid height was determined by GEOID03.
 GA2504
 GA2504.The dynamic height is computed by dividing the NAVD 88
 GA2504.geopotential number by the normal gravity value computed on the
 GA2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2504.degrees latitude (g = 980.6199 gals.).
 GA2504
 GA2504.The modeled gravity was interpolated from observed gravity values.
 GA2504
 GA2504;                    North         East    Units  Estimated Accuracy
 GA2504;SPC TN       -   232,460.      809,950.      MT  (+/- 180 meters Scaled)
 GA2504
 GA2504                          SUPERSEDED SURVEY CONTROL
 GA2504
 GA2504  NGVD 29 (??/??/92)  447.912  (m)         1469.52   (f) ADJ UNCH    2 0
 GA2504
 GA2504.Superseded values are not recommended for survey control.
 GA2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2504.See file dsdata.txt to determine how the superseded data were derived.
 GA2504
 GA2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA615322(NAD 83)
 GA2504_MARKER: DD = SURVEY DISK
 GA2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2504_STAMPING: LOOP RM-2 1963
 GA2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2504+STABILITY: SURFACE MOTION
 GA2504
 GA2504  HISTORY     - Date     Condition        Report By
 GA2504  HISTORY     - 1963     MONUMENTED       TNHD
 GA2504  HISTORY     - 1964     GOOD             TNHD
 GA2504
 GA2504                          STATION DESCRIPTION
 GA2504
 GA2504'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2504'4.5 MI SW FROM NEW TAZEWELL.
 GA2504'THIS MARK IS LOCATED AT THE LOOP 1963 STATION SITE, 10 FEET
 GA2504'SOUTHEAST OF A CEDAR TREE, 2 FEET NORTHEAST OF A FENCE AND 20
 GA2504'FEET NORTH-NORTHWEST OF THE STATION.  THE MARK IS A STANDARD
 GA2504'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2504'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0892 ***********************************************************************
 FD0892  DESIGNATION -  LORETTO
 FD0892  PID         -  FD0892
 FD0892  STATE/COUNTY-  TN/LAWRENCE
 FD0892  USGS QUAD   -  LORETTO (1976)
 FD0892
 FD0892                         *CURRENT SURVEY CONTROL
 FD0892  ___________________________________________________________________
 FD0892* NAD 83(1995)-  35 05 31.53181(N)    087 25 26.80972(W)     ADJUSTED  
 FD0892* NAVD 88     -       263.616  (meters)     864.88   (feet)  ADJUSTED  
 FD0892  ___________________________________________________________________
 FD0892  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FD0892  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD0892  DYNAMIC HT  -         263.364 (meters)     864.05  (feet)  COMP
 FD0892  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 FD0892
 FD0892  HORZ ORDER  -  SECOND
 FD0892  VERT ORDER  -  SECOND    CLASS 0
 FD0892
 FD0892.The horizontal coordinates were established by classical geodetic methods
 FD0892.and adjusted by the National Geodetic Survey in April 1999..
 FD0892
 FD0892.The orthometric height was determined by differential leveling
 FD0892.and adjusted by the National Geodetic Survey in June 1991..
 FD0892
 FD0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0892
 FD0892.The geoid height was determined by GEOID03.
 FD0892
 FD0892.The dynamic height is computed by dividing the NAVD 88
 FD0892.geopotential number by the normal gravity value computed on the
 FD0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0892.degrees latitude (g = 980.6199 gals.).
 FD0892
 FD0892.The modeled gravity was interpolated from observed gravity values.
 FD0892
 FD0892;                    North         East     Units Scale Factor Converg.
 FD0892;SPC TN       -    85,130.224   470,141.557   MT  1.00003162   -0 50 01.4
 FD0892;SPC TN       -   279,298.08  1,542,456.09   sFT  1.00003162   -0 50 01.4
 FD0892;UTM  16      - 3,883,338.068   461,342.203   MT  0.99961842   -0 14 37.8
 FD0892
 FD0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0892!SPC TN       -   0.99996295  x   1.00003162  =   0.99999456
 FD0892!UTM  16      -   0.99996295  x   0.99961842  =   0.99958138
 FD0892
 FD0892|---------------------------------------------------------------------|
 FD0892| PID    Reference Object                     Distance      Geod. Az  |
 FD0892|                                                           dddmmss.s |
 FD0892| FD0893 LORETTO RM 1                         25.268 METERS 03411     |
 FD0892| FD1561 BUSBY                               APPROX. 4.7 KM 0412426.7 |
 FD0892| FD0890 LORETTO RM 2                         25.184 METERS 22121     |
 FD0892| FD1562 LORETTO MUNICIPAL TANK              APPROX. 3.4 KM 2263113.9 |
 FD0892| FD0891 LORETTO AZ MK                                      2711759.0 |
 FD0892|---------------------------------------------------------------------|
 FD0892
 FD0892                          SUPERSEDED SURVEY CONTROL
 FD0892
 FD0892  NAD 83(1995)-  35 05 31.53148(N)    087 25 26.81196(W) AD(       ) 2
 FD0892  NAD 83(1995)-  35 05 31.54090(N)    087 25 26.81455(W) AD(       ) 2
 FD0892  NAD 83(1986)-  35 05 31.54279(N)    087 25 26.81388(W) AD(       ) 2
 FD0892  NAD 27      -  35 05 31.24020(N)    087 25 26.73020(W) AD(       ) 2
 FD0892  NGVD 29 (??/??/92)  263.577  (m)          864.75   (f) ADJ UNCH    2 0
 FD0892
 FD0892.Superseded values are not recommended for survey control.
 FD0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0892.See file dsdata.txt to determine how the superseded data were derived.
 FD0892
 FD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6134283338(NAD 83)
 FD0892_MARKER: DD = SURVEY DISK
 FD0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0892_STAMPING: LORETTO 1962
 FD0892_MARK LOGO: TNHD  
 FD0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0892+STABILITY: SURFACE MOTION
 FD0892
 FD0892  HISTORY     - Date     Condition        Report By
 FD0892  HISTORY     - 1962     MONUMENTED       TNHD
 FD0892  HISTORY     - 1962     GOOD             TNHD
 FD0892  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0892
 FD0892                          STATION DESCRIPTION
 FD0892
 FD0892'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0892'1.2 MI NE FROM LORETTO.
 FD0892'FROM THE POST OFFICE IN LORETTO, GO NORTHEAST ON U.S. HIGHWAY 43
 FD0892'FOR 1.2 MILES TO THE STATION ON THE LEFT.  THE STATION IS 42 FEET
 FD0892'NORTH OF THE CENTERLINE OF AUGUSTINE DRIVE, 30 FEET WEST OF THE
 FD0892'CENTERLINE OF U.S. HIGHWAY 43 AND 25.2 FEET NORTHEAST OF A WITNESS
 FD0892'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD0892'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 FD0892'THE GROUND.
 FD0892
 FD0892                          STATION RECOVERY (1962)
 FD0892
 FD0892'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (CEG)
 FD0892'THE STATION IS LOCATED ABOUT 1.2 MILES NORTHEAST OF LORETTO.
 FD0892'
 FD0892'TO REACH THE STATION FROM THE POST OFFICE IN LORETTO, GO NORTHEAST ON
 FD0892'U S HIGHWAY 43 FOR 1.2
 FD0892'MILES TO THE STATION ON THE LEFT.
 FD0892'
 FD0892'THE STATION IS 42 FEET NORTH OF THE APPROXIMATE CENTER OF AUGUSTINE
 FD0892'DRIVE, 30 FEET WEST OF THE
 FD0892'APPROXIMATE CENTER OF U S HIGHWAY 43 AND 25.2 FEET
 FD0892'NORTHEAST OF A WITNESS POST.
 FD0892'SURFACE AND UNDERGROUND MARKS ARE
 FD0892'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 FD0892'ARE STAMPED LORETTO
 FD0892'1962.  THE UNDERGROUND MARK IS ABOUT 30-INCHES BELOW THE SURFACE.
 FD0892'SURFACE DISK IS
 FD0892'SET IN A 10-INCH SQUARE CONCRETE, FLUSH, MONUMENT.
 FD0892'
 FD0892'REFERENCE MARK NO 1 IS 34 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0892'HIGHWAY 43.  IT IS A
 FD0892'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 FD0892'10-INCH SQUARE CONCRETE
 FD0892'MONUMENT, FLUSH, AND THE DISK IS STAMPED
 FD0892'LORETTO RM 1 1962.
 FD0892'
 FD0892'REFERENCE MARK NO 2 IS 37 FEET WEST OF THE APPROXIMATE CENTER OF U S
 FD0892'HIGHWAY 43, 36 FEET SOUTH
 FD0892'OF THE APPROXIMATE CENTER OF AUGUSTINE DRIVE AND
 FD0892'5.6 FEET SOUTHEAST OF A STOP SIGN.
 FD0892'IT IS A STANDARD TENNESSEE
 FD0892'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE
 FD0892'CONCRETE MONUMENT,
 FD0892'FLUSH, AND THE DISK IS STAMPED LORETTO RM 2 1962.
 FD0892'
 FD0892'THE AZIMUTH MARK IS 15 FEET EAST OF THE EAST RAIL OF A RAILROAD
 FD0892'TRACK, 13 FEET SOUTH OF THE
 FD0892'APPROXIMATE CENTER OF AUGUSTINE DRIVE AND 1.6 FEET
 FD0892'NORTHWEST OF A WITNESS POST.
 FD0892'IT IS A STANDARD TENNESSEE HIGHWAY
 FD0892'DEPARTMENT REFERENCE MARK DISK SET IN A 10-INCH
 FD0892'SQUARE CONCRETE
 FD0892'MONUMENT, PROJECTING 1-INCH, AND THE DISK IS STAMPED LORETTO AZI 1962.
 FD0892'
 FD0892'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON AUGUSTINE
 FD0892'DRIVE FOR 0.15 MILE TO A
 FD0892'RAILROAD CROSSING AND THE AZIMUTH MARK ON THE LEFT.
 FD0892'
 FD0892'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 FD0892'
 FD0892'HEIGHT OF LIGHT ABOVE STATION MARK 22.34 METERS.
 FD0892
 FD0892                          STATION RECOVERY (1983)
 FD0892
 FD0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0892'NOT RECOVERED, POSSIBLY COVERED OVER WITH HIGHWAY ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0891 ***********************************************************************
 FD0891  DESIGNATION -  LORETTO AZ MK
 FD0891  PID         -  FD0891
 FD0891  STATE/COUNTY-  TN/LAWRENCE
 FD0891  USGS QUAD   -  LORETTO (1976)
 FD0891
 FD0891                         *CURRENT SURVEY CONTROL
 FD0891  ___________________________________________________________________
 FD0891* NAD 83(1986)-  35 05 31.     (N)    087 25 35.     (W)     SCALED    
 FD0891* NAVD 88     -       261.653  (meters)     858.44   (feet)  ADJUSTED  
 FD0891  ___________________________________________________________________
 FD0891  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD0891  DYNAMIC HT  -         261.403 (meters)     857.62  (feet)  COMP
 FD0891  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 FD0891
 FD0891  VERT ORDER  -  SECOND    CLASS 0
 FD0891
 FD0891.The horizontal coordinates were scaled from a topographic map and have
 FD0891.an estimated accuracy of +/- 6 seconds.
 FD0891
 FD0891.The orthometric height was determined by differential leveling
 FD0891.and adjusted by the National Geodetic Survey in June 1991..
 FD0891
 FD0891.The geoid height was determined by GEOID03.
 FD0891
 FD0891.The dynamic height is computed by dividing the NAVD 88
 FD0891.geopotential number by the normal gravity value computed on the
 FD0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0891.degrees latitude (g = 980.6199 gals.).
 FD0891
 FD0891.The modeled gravity was interpolated from observed gravity values.
 FD0891
 FD0891;                    North         East    Units  Estimated Accuracy
 FD0891;SPC TN       -    85,120.      469,930.      MT  (+/- 180 meters Scaled)
 FD0891
 FD0891                          SUPERSEDED SURVEY CONTROL
 FD0891
 FD0891  NGVD 29 (??/??/92)  261.614  (m)          858.31   (f) ADJ UNCH    2 0
 FD0891
 FD0891.Superseded values are not recommended for survey control.
 FD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0891.See file dsdata.txt to determine how the superseded data were derived.
 FD0891
 FD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD611833(NAD 83)
 FD0891_MARKER: DD = SURVEY DISK
 FD0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0891_STAMPING: LORETTO AZI 1962
 FD0891_MARK LOGO: TNHD  
 FD0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0891+STABILITY: SURFACE MOTION
 FD0891
 FD0891  HISTORY     - Date     Condition        Report By
 FD0891  HISTORY     - 1962     MONUMENTED       TNHD
 FD0891  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0891
 FD0891                          STATION DESCRIPTION
 FD0891
 FD0891'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0891'1.2 MI NE FROM LORETTO.
 FD0891'FROM THE POST OFFICE IN LORETTO, GO NORTHEAST ON U.S. HIGHWAY
 FD0891'43 GO 1.2 MILES TO THE INTERSECTION OF AUGUSTINE DRIVE ON THE
 FD0891'LEFT.  TURN LEFT ON AUGUSTINE DRIVE AND GO 0.15 MILE TO THE MARK
 FD0891'ON THE LEFT NEAR A RAILROAD CROSSING.  THE AZIMUTH MARK IS 15
 FD0891'FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK 13 FEET SOUTH OF
 FD0891'THE CENTERLINE OF AUGUSTINE DRIVE 1.6 FEET NORTHWEST OF A WITNESS
 FD0891'POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 FD0891'IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 1-INCH
 FD0891'ABOVE THE GROUND.
 FD0891
 FD0891                          STATION RECOVERY (1983)
 FD0891
 FD0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0891'NOT RECOVERED, POSSIBLY TAKEN OUT BY ROAD PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1562 ***********************************************************************
 FD1562  DESIGNATION -  LORETTO MUNICIPAL TANK
 FD1562  PID         -  FD1562
 FD1562  STATE/COUNTY-  TN/LAWRENCE
 FD1562  USGS QUAD   -  LORETTO (1976)
 FD1562
 FD1562                         *CURRENT SURVEY CONTROL
 FD1562  ___________________________________________________________________
 FD1562* NAD 83(1995)-  35 04 16.11620(N)    087 27 03.53044(W)     ADJUSTED  
 FD1562* NAVD 88     -                                                        
 FD1562  ___________________________________________________________________
 FD1562  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FD1562  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FD1562
 FD1562  HORZ ORDER  -  THIRD
 FD1562
 FD1562.The horizontal coordinates were established by classical geodetic methods
 FD1562.and adjusted by the National Geodetic Survey in April 1999..
 FD1562
 FD1562
 FD1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1562
 FD1562.The geoid height was determined by GEOID03.
 FD1562
 FD1562;                    North         East     Units Scale Factor Converg.
 FD1562;SPC TN       -    82,842.285   467,657.411   MT  1.00003638   -0 50 58.1
 FD1562;SPC TN       -   271,791.73  1,534,306.02   sFT  1.00003638   -0 50 58.1
 FD1562;UTM  16      - 3,881,025.623   458,882.772   MT  0.99962084   -0 15 32.9
 FD1562
 FD1562                          SUPERSEDED SURVEY CONTROL
 FD1562
 FD1562  NAD 83(1995)-  35 04 16.11552(N)    087 27 03.53325(W) AD(       ) 4
 FD1562  NAD 83(1995)-  35 04 16.12503(N)    087 27 03.53678(W) AD(       ) 4
 FD1562  NAD 83(1986)-  35 04 16.12709(N)    087 27 03.53566(W) AD(       ) 4
 FD1562  NAD 27      -  35 04 15.82000(N)    087 27 03.45200(W) AD(       ) 3
 FD1562
 FD1562.Superseded values are not recommended for survey control.
 FD1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1562.See file dsdata.txt to determine how the superseded data were derived.
 FD1562
 FD1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5888381026(NAD 83)
 FD1562_MARKER: 53 = ELEVATED TANK
 FD1562
 FD1562  HISTORY     - Date     Condition        Report By
 FD1562  HISTORY     - 1962     FIRST OBSERVED   TNHD
 FD1562
 FD1562                          STATION DESCRIPTION
 FD1562
 FD1562'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1562'TO REACH THE STATION FROM THE POST OFFICE LORETTO, GO 1.0 MILE
 FD1562'SOUTHWEST ON U S
 FD1562'HIGHWAY 43 TO DEMUMBRUM STREET ON THE RIGHT, TURN RIGHT AND GO
 FD1562'0.1 MILE NORTH ON
 FD1562'DEMUMBRUM STREET TO THE T INTERSECTION OF SECOND
 FD1562'TURN LEFT AND GO 0.1 MILE WEST ON
 FD1562'SECOND AVENUE TO THE LORETTO HIGH SCHOOL ON
 FD1562'THE RIGHT.  THE STATION IS LOCATED ON THE PROPERTY
 FD1562'OF LORETTO HIGH SCHOOL.
 FD1562'
 FD1562'IT IS A 4 LEGGED STEEL STRUCTURE PAINTED ALUMINUM WITH BLACK
 FD1562'LETTERING LORETTO
 FD1562'TENN ON THE SIDE OF THE TANK.  THE OVERALL HEIGHT IS ABOUT
 FD1562'120 FEET.  THE POINT
 FD1562'INTERSECTED WAS THE BALL AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0893 ***********************************************************************
 FD0893  DESIGNATION -  LORETTO RM 1
 FD0893  PID         -  FD0893
 FD0893  STATE/COUNTY-  TN/LAWRENCE
 FD0893  USGS QUAD   -  LORETTO (1976)
 FD0893
 FD0893                         *CURRENT SURVEY CONTROL
 FD0893  ___________________________________________________________________
 FD0893* NAD 83(1986)-  35 05 31.     (N)    087 25 27.     (W)     SCALED    
 FD0893* NAVD 88     -       263.397  (meters)     864.16   (feet)  ADJUSTED  
 FD0893  ___________________________________________________________________
 FD0893  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD0893  DYNAMIC HT  -         263.145 (meters)     863.33  (feet)  COMP
 FD0893  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 FD0893
 FD0893  VERT ORDER  -  SECOND    CLASS 0
 FD0893
 FD0893.The horizontal coordinates were scaled from a topographic map and have
 FD0893.an estimated accuracy of +/- 6 seconds.
 FD0893
 FD0893.The orthometric height was determined by differential leveling
 FD0893.and adjusted by the National Geodetic Survey in June 1991..
 FD0893
 FD0893.The geoid height was determined by GEOID03.
 FD0893
 FD0893.The dynamic height is computed by dividing the NAVD 88
 FD0893.geopotential number by the normal gravity value computed on the
 FD0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0893.degrees latitude (g = 980.6199 gals.).
 FD0893
 FD0893.The modeled gravity was interpolated from observed gravity values.
 FD0893
 FD0893;                    North         East    Units  Estimated Accuracy
 FD0893;SPC TN       -    85,110.      470,140.      MT  (+/- 180 meters Scaled)
 FD0893
 FD0893                          SUPERSEDED SURVEY CONTROL
 FD0893
 FD0893  NGVD 29 (??/??/92)  263.358  (m)          864.03   (f) ADJ UNCH    2 0
 FD0893
 FD0893.Superseded values are not recommended for survey control.
 FD0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0893.See file dsdata.txt to determine how the superseded data were derived.
 FD0893
 FD0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD613833(NAD 83)
 FD0893_MARKER: DD = SURVEY DISK
 FD0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0893_STAMPING: LORETTO RM-1 1962
 FD0893_MARK LOGO: TNHD  
 FD0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0893+STABILITY: SURFACE MOTION
 FD0893
 FD0893  HISTORY     - Date     Condition        Report By
 FD0893  HISTORY     - 1962     MONUMENTED       TNHD
 FD0893  HISTORY     - 1983     MARK NOT FOUND   NGS
 FD0893
 FD0893                          STATION DESCRIPTION
 FD0893
 FD0893'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0893'1.2 MI NE FROM LORETTO.
 FD0893'THIS MARK IS LOCATED AT THE LORETTO 1962 STATION SITE, 34 FEET
 FD0893'WEST OF THE CENTERLINE OF U.S. HIGHWAY 43, AND IS 83 FEET NORTHEAST
 FD0893'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD0893'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, FLUSH,
 FD0893'CONCRETE MONUMENT.
 FD0893
 FD0893                          STATION RECOVERY (1983)
 FD0893
 FD0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FD0893'NOT RECOVERED, POSSIBLY COVERED OVER WHEN HIGHWAY WAS ASPHALTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0890 ***********************************************************************
 FD0890  DESIGNATION -  LORETTO RM 2
 FD0890  PID         -  FD0890
 FD0890  STATE/COUNTY-  TN/LAWRENCE
 FD0890  USGS QUAD   -  LORETTO (1976)
 FD0890
 FD0890                         *CURRENT SURVEY CONTROL
 FD0890  ___________________________________________________________________
 FD0890* NAD 83(1986)-  35 05 27.     (N)    087 25 29.     (W)     SCALED    
 FD0890* NAVD 88     -       263.552  (meters)     864.67   (feet)  ADJUSTED  
 FD0890  ___________________________________________________________________
 FD0890  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FD0890  DYNAMIC HT  -         263.300 (meters)     863.84  (feet)  COMP
 FD0890  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 FD0890
 FD0890  VERT ORDER  -  FIRST     CLASS II
 FD0890
 FD0890.The horizontal coordinates were scaled from a topographic map and have
 FD0890.an estimated accuracy of +/- 6 seconds.
 FD0890
 FD0890.The orthometric height was determined by differential leveling
 FD0890.and adjusted by the National Geodetic Survey in June 1991..
 FD0890
 FD0890.The geoid height was determined by GEOID03.
 FD0890
 FD0890.The dynamic height is computed by dividing the NAVD 88
 FD0890.geopotential number by the normal gravity value computed on the
 FD0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0890.degrees latitude (g = 980.6199 gals.).
 FD0890
 FD0890.The modeled gravity was interpolated from observed gravity values.
 FD0890
 FD0890;                    North         East    Units  Estimated Accuracy
 FD0890;SPC TN       -    84,990.      470,080.      MT  (+/- 180 meters Scaled)
 FD0890
 FD0890                          SUPERSEDED SURVEY CONTROL
 FD0890
 FD0890  NGVD 29 (??/??/92)  263.514  (m)          864.55   (f) ADJ UNCH    1 2
 FD0890
 FD0890.Superseded values are not recommended for survey control.
 FD0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0890.See file dsdata.txt to determine how the superseded data were derived.
 FD0890
 FD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD612831(NAD 83)
 FD0890_MARKER: DD = SURVEY DISK
 FD0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0890_STAMPING: LORETTO RM-2 1962
 FD0890_MARK LOGO: TNHD  
 FD0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0890+STABILITY: SURFACE MOTION
 FD0890
 FD0890  HISTORY     - Date     Condition        Report By
 FD0890  HISTORY     - 1983     MONUMENTED       NGS
 FD0890
 FD0890                          STATION DESCRIPTION
 FD0890
 FD0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FD0890'RECOVERED IN GOOD CONDITION.  NOTE, 4.3 METERS (14.0 FT)
 FD0890'EAST-SOUTHEAST OF A STOP SIGN, 1.8 METERS (6.0 FT) SOUTH-SOUTHEAST OF
 FD0890'A STREET SIGN, AND 2.4 METERS (8.0 FT) EAST-SOUTHEAST OF A 13 CM (5
 FD0890'INCH) PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0571 ***********************************************************************
 FC0571  DESIGNATION -  LOST
 FC0571  PID         -  FC0571
 FC0571  STATE/COUNTY-  TN/MCMINN
 FC0571  USGS QUAD   -  CHARLESTON (1980)
 FC0571
 FC0571                         *CURRENT SURVEY CONTROL
 FC0571  ___________________________________________________________________
 FC0571* NAD 83(1995)-  35 20 05.22016(N)    084 46 42.81642(W)     ADJUSTED  
 FC0571* NAVD 88     -       290.261  (meters)     952.30   (feet)  ADJUSTED  
 FC0571  ___________________________________________________________________
 FC0571  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FC0571  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0571  DYNAMIC HT  -         289.979 (meters)     951.37  (feet)  COMP
 FC0571  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0571
 FC0571  HORZ ORDER  -  SECOND
 FC0571  VERT ORDER  -  SECOND    CLASS 0
 FC0571
 FC0571.The horizontal coordinates were established by classical geodetic methods
 FC0571.and adjusted by the National Geodetic Survey in April 1999..
 FC0571
 FC0571.The orthometric height was determined by differential leveling
 FC0571.and adjusted by the National Geodetic Survey in June 1991..
 FC0571
 FC0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0571
 FC0571.The geoid height was determined by GEOID03.
 FC0571
 FC0571.The dynamic height is computed by dividing the NAVD 88
 FC0571.geopotential number by the normal gravity value computed on the
 FC0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0571.degrees latitude (g = 980.6199 gals.).
 FC0571
 FC0571.The modeled gravity was interpolated from observed gravity values.
 FC0571
 FC0571;                    North         East     Units Scale Factor Converg.
 FC0571;SPC TN       -   111,803.790   711,042.537   MT  0.99998612   +0 42 54.3
 FC0571;SPC TN       -   366,809.60  2,332,812.06   sFT  0.99998612   +0 42 54.3
 FC0571;UTM  16      - 3,912,434.599   701,897.861   MT  1.00010237   +1 17 06.8
 FC0571
 FC0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0571!SPC TN       -   0.99995919  x   0.99998612  =   0.99994531
 FC0571!UTM  16      -   0.99995919  x   1.00010237  =   1.00006155
 FC0571
 FC0571:                Primary Azimuth Mark                     Grid Az
 FC0571:SPC TN       -  LOST AZ MK                               093 57 48.7
 FC0571:UTM  16      -  LOST AZ MK                               093 23 36.2
 FC0571
 FC0571|---------------------------------------------------------------------|
 FC0571| PID    Reference Object                     Distance      Geod. Az  |
 FC0571|                                                           dddmmss.s |
 FC0571| FC0573 LOST AZ MK                                         0944043.0 |
 FC0571| FC1800 CHARLESTON CALHOUN MUN SPIPE        APPROX. 6.4 KM 1570815.8 |
 FC0571| FC0572 LOST RM 1                            19.162 METERS 22531     |
 FC0571| FC0570 LOST RM 2                            23.371 METERS 32637     |
 FC0571|---------------------------------------------------------------------|
 FC0571
 FC0571                          SUPERSEDED SURVEY CONTROL
 FC0571
 FC0571  NAD 83(1995)-  35 20 05.22327(N)    084 46 42.81708(W) AD(       ) 2
 FC0571  NAD 83(1995)-  35 20 05.22239(N)    084 46 42.81733(W) AD(       ) 2
 FC0571  NAD 83(1995)-  35 20 05.22290(N)    084 46 42.81657(W) AD(       ) 2
 FC0571  NAD 83(1986)-  35 20 05.22621(N)    084 46 42.81437(W) AD(       ) 2
 FC0571  NAD 27      -  35 20 04.96290(N)    084 46 43.02720(W) AD(       ) 2
 FC0571  NGVD 29 (??/??/92)  290.323  (m)          952.50   (f) ADJ UNCH    2 0
 FC0571
 FC0571.Superseded values are not recommended for survey control.
 FC0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0571.See file dsdata.txt to determine how the superseded data were derived.
 FC0571
 FC0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0189812435(NAD 83)
 FC0571_MARKER: DE = TRAVERSE STATION DISK
 FC0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0571_STAMPING: LOST 1961
 FC0571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0571+STABILITY: SURFACE MOTION
 FC0571
 FC0571  HISTORY     - Date     Condition        Report By
 FC0571  HISTORY     - 1961     MONUMENTED       CGS
 FC0571  HISTORY     - 1961     GOOD             CGS
 FC0571  HISTORY     - 1981     MARK NOT FOUND   NGS
 FC0571
 FC0571                          STATION DESCRIPTION
 FC0571
 FC0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0571'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF RICEVILLE, 4 MILES
 FC0571'NORTH OF CHARLESTON, ON THE SOUTHERN END OF SPRING CREEK
 FC0571'RIDGE AND ON THE PROPERTY OF HIAWASSEE LAND COMPANY.
 FC0571'
 FC0571'TO REACH THE STATION FROM THE BOWATER PLANT ENTRANCE WHICH IS JUST
 FC0571'NORTH OF THE CITY LIMITS OF CHARLESTON, GO NORTHERLY ON
 FC0571'U.S. HIGHWAY 11 FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT AND SIGN,
 FC0571'HIAWASSEE LAND COMPANY, TURN LEFT ON A HARD SURFACE ROAD AND GO
 FC0571'1.65 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON A GRAVELED ROAD
 FC0571'AND GO 0.6 MILE TO A SIDE ROAD ON THE RIGHT, KEEP STRAIGHT AHEAD
 FC0571'AND GO 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WESTERLY
 FC0571'FOR 0.3 MILE TO A BARN ON THE RIGHT, KEEP RIGHT AROUND CURVE FOR
 FC0571'ABOUT 25 YARDS, THEN TURN SHARP LEFT INTO WOODS AND FOLLOW A DIM
 FC0571'TRACK ROAD FOR ABOUT 15 YARDS TO A FORK, KEEP RIGHT UP HILL AND
 FC0571'FOLLOW DIM TRACK ROAD FOR 0.5 MILE TO THE STATION.
 FC0571'
 FC0571'THE STATION MARK IS 3.1 FEET EAST OF A METAL WITNESS POST AND SET ON
 FC0571'THE EASTERN SLOPE OF THE RIDGE NEAR THE SUMMIT. IT IS A STANDARD
 FC0571'TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 FC0571'INCHES AND IS STAMPED LOST 1961.
 FC0571'
 FC0571'REFERENCE MARK NO. 1 IS 60.7 FEET SOUTHWEST OF A METAL WITNESS POST
 FC0571'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS A STANDARD
 FC0571'DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS
 FC0571'STAMPED LOST NO 1 1961.
 FC0571'
 FC0571'REFERENCE MARK NO. 2 IS 75.1 FEET NORTHWEST OF A METAL WITNESS POST
 FC0571'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS A STANDARD
 FC0571'DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS
 FC0571'STAMPED LOST NO 2 1961.
 FC0571'
 FC0571'THE AZIMUTH MARK IS 12 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC0571'GRAVELED ROAD, 4.0 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 FC0571'NORTH OF A WIRE FENCE. IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC0571'MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED LOST 1961.
 FC0571'
 FC0571'HEIGHT OF LIGHT ABOVE STATION MARK 27.1 METERS.
 FC0571
 FC0571                          STATION RECOVERY (1961)
 FC0571
 FC0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0571'4 MI N FROM CHARLESTON.
 FC0571'TO REACH THE STATION FROM THE BOWATER PLANT ENTRANCE WHICH IS
 FC0571'JUST NORTH OF THE CITY LIMITS OF CHARLESTON, GO NORTH ON U.S.
 FC0571'HWY. 11 FOR 0.8 MILE TO A SIDE ROAD ON THE LIFT AND SIGN,
 FC0571'HIWASSEE LAND COMPANY, TURN LEFT ON A HARD SURFACE ROAD AND
 FC0571'GO 1.65 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON A
 FC0571'GRAVELED ROAD AND GO 0.6 MILE TO A SIDE ROAD ON THE RIGHT, KEEP
 FC0571'STRAIGHT AHEAD AND GO 0.85 MILE TO THE AZIMUTH MARK ON THE
 FC0571'RIGHT.  CONTINUE WEST FOR 0.3 MILE TO A BARN ON THE RIGHT,
 FC0571'KEEP RIGHT AROUND CURVE FOR ABOUT 25 YARDS, THEN TURN SHARP
 FC0571'LEFT INTO WOODS AND FOLLOW A DIM TRACK ROAD FOR ABOUT 15 YARDS
 FC0571'TO A FORK, KEEP RIGHT UP HILL AND FOLLOW DIM TRACK ROAD FOR
 FC0571'0.5 MILE TO THE STATION, 3.1 FEET EAST OF A WITNESS POST.  THE
 FC0571'DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FC0571
 FC0571                          STATION RECOVERY (1981)
 FC0571
 FC0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FC0571'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION AND
 FC0571'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  THE LAST 0.5 MILE
 FC0571'ROAD TO THE STATION NO LONGER EXISTS DUE TO LOGGING IN THE AREA.  THE
 FC0571'MARKS MIGHT STILL BE IN PLACE BUT JUST NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1904 ***********************************************************************
 FC1904  DESIGNATION -  LOST
 FC1904  PID         -  FC1904
 FC1904  STATE/COUNTY-  TN/FRANKLIN
 FC1904  USGS QUAD   -  SEWANEE (1974)
 FC1904
 FC1904                         *CURRENT SURVEY CONTROL
 FC1904  ___________________________________________________________________
 FC1904* NAD 83(1995)-  35 10 13.80327(N)    085 52 44.47283(W)     ADJUSTED  
 FC1904* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 FC1904  ___________________________________________________________________
 FC1904  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FC1904  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1904
 FC1904  HORZ ORDER  -  SECOND
 FC1904
 FC1904.The horizontal coordinates were established by classical geodetic methods
 FC1904.and adjusted by the National Geodetic Survey in April 1999..
 FC1904
 FC1904.The orthometric height was scaled from a topographic map.
 FC1904
 FC1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1904
 FC1904.The geoid height was determined by GEOID03.
 FC1904
 FC1904;                    North         East     Units Scale Factor Converg.
 FC1904;SPC TN       -    92,891.310   611,021.226   MT  1.00001498   +0 04 15.0
 FC1904;SPC TN       -   304,760.91  2,004,658.81   sFT  1.00001498   +0 04 15.0
 FC1904;UTM  16      - 3,892,526.479   602,080.833   MT  0.99972842   +0 38 44.7
 FC1904
 FC1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1904!SPC TN       -   0.99991206  x   1.00001498  =   0.99992704
 FC1904!UTM  16      -   0.99991206  x   0.99972842  =   0.99964051
 FC1904
 FC1904:                Primary Azimuth Mark                     Grid Az
 FC1904:SPC TN       -  MONTEAGLE MUNICIPAL TANK                 025 03 18.7
 FC1904:UTM  16      -  MONTEAGLE MUNICIPAL TANK                 024 28 49.0
 FC1904
 FC1904|---------------------------------------------------------------------|
 FC1904| PID    Reference Object                     Distance      Geod. Az  |
 FC1904|                                                           dddmmss.s |
 FC1904| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX. 8.6 KM 0250733.7 |
 FC1904| CG6823 LOST RM 1                            33.741 METERS 14842     |
 FC1904| CG6825 LOST RM 3                            33.421 METERS 19330     |
 FC1904| CG6824 LOST RM 2                            36.241 METERS 27550     |
 FC1904| CG6822 LOST AZ MK RESET                                   2853655.4 |
 FC1904| CG6826 LOST RM 4                            27.142 METERS 29130     |
 FC1904| CG6821 LOST AZ MK                                         2931055.5 |
 FC1904| FC1908 SEWANEE SMALL BLACK TANK            APPROX. 5.1 KM 3060828.7 |
 FC1904| FC1907 SEWANEE MUNICIPAL TANK              APPROX. 5.3 KM 3173115.9 |
 FC1904| FC1906 SEWANEE LOOKOUT TOWER SC 1          APPROX. 5.5 KM 3512020.5 |
 FC1904| FC1909 SEWANEE TVA RADIO MAST              APPROX. 5.5 KM 3521332.8 |
 FC1904|---------------------------------------------------------------------|
 FC1904
 FC1904                          SUPERSEDED SURVEY CONTROL
 FC1904
 FC1904  NAD 83(1995)-  35 10 13.80490(N)    085 52 44.47288(W) AD(       ) 2
 FC1904  NAD 83(1995)-  35 10 13.80535(N)    085 52 44.47391(W) AD(       ) 2
 FC1904  NAD 83(1995)-  35 10 13.80961(N)    085 52 44.47135(W) AD(       ) 2
 FC1904  NAD 83(1986)-  35 10 13.81058(N)    085 52 44.47080(W) AD(       ) 2
 FC1904  NAD 27      -  35 10 13.51400(N)    085 52 44.55200(W) AD(       ) 2
 FC1904
 FC1904.Superseded values are not recommended for survey control.
 FC1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1904.See file dsdata.txt to determine how the superseded data were derived.
 FC1904
 FC1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0208192526(NAD 83)
 FC1904_MARKER: DS = TRIANGULATION STATION DISK
 FC1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1904
 FC1904  HISTORY     - Date     Condition        Report By
 FC1904  HISTORY     - 1934     MONUMENTED       CGS
 FC1904  HISTORY     - 1962     GOOD             CGS
 FC1904
 FC1904                          STATION DESCRIPTION
 FC1904
 FC1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1904'ABOUT 10-1/4 MILES SOUTHWEST OF TRACY CITY, 3 MILES SOUTHEAST OF
 FC1904'SEWANNEE, AND ON PROPERTY OF J. B. HUNT.  TO REACH FROM POST
 FC1904'OFFICE IN SEWANEE, FOLLOW U. S. ROUTE 64 EAST 1.95 MILES TO RAILROAD
 FC1904'CROSSING, GO 0.7 MILE, TURN RIGHT ONTO DIM DIRT ROAD AT
 FC1904'TRIANGLE-BLAZED TREE ON RIGHT, GO 3.15 MILES TO TOP OF GRADE, BLAZED
 FC1904'TREE, AND STATION ON LEFT.  STATION IS IN WIRE FENCE LINE,
 FC1904'ABOUT 85 FEET EAST-SOUTHEAST OF 12-INCH OAK WITH TRIANGULAR BLAZE,
 FC1904'AND 30 FEET NORTH OF CENTER LINE OF RIDGE ROAD (JUMPOFF
 FC1904'ROAD).  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1904'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 FC1904'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 FC1904'20 FEET SOUTH OF CENTERLINE OF ROAD AND 110.7 FEET FROM STATION,
 FC1904'S 31 DEG 18 MIN E. NO. 2 IS ON LINE WITH BLACK STUMP
 FC1904'AND STATION, 20 FEET SOUTH OF CENTER LINE OF ROAD, AND 118.9 FEET
 FC1904'FROM STATION S 95 DEG 50 MIN W.  AZIMUTH MARK, PROJECTING 6
 FC1904'INCHES ABOVE GROUND, IS 21 FEET SOUTH OF CENTER LINE OF ROAD AND 0.15
 FC1904'MILE FROM STATION.
 FC1904
 FC1904                          STATION RECOVERY (1962)
 FC1904
 FC1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1904'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FC1904'REFERENCE MARKS NO. 1 AND NO. 2 WERE SEARCHED FOR BUT NOT FOUND AND
 FC1904'BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE AZIMUTH
 FC1904'MARK WAS RECOVERED BUT HAD BEEN DISTURBED BY ROAD CONSTRUCTION AND
 FC1904'DESTROYED BY THIS PARTY.  REFERENCE MARKS NO. 3 AND NO. 4 AND AN
 FC1904'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 FC1904'
 FC1904'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FC1904'
 FC1904'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF MONTEAGLE,
 FC1904'3-1/2 MILES SOUTHEAST OF SEWANEE AND ON STATE HIGHWAY
 FC1904'PROPERTY.
 FC1904'
 FC1904'TO REACH THE STATION FROM THE POST OFFICE IN SEWANEE, GO EAST ON U.
 FC1904'S. HIGHWAY 64 FOR 2.5 MILES TO A CROSSROAD, TURN RIGHT,
 FC1904'SOUTHERLY, FOR 0.35 MILE TO A T ROAD, TURN LEFT, EAST, FOR 0.1 MILE
 FC1904'TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTHERLY, FOR 2.8 MILES TO
 FC1904'THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 FC1904'TO THE STATION ON THE LEFT, JUST BEFORE REACHING A SIDE ROAD
 FC1904'RIGHT.
 FC1904'
 FC1904'STATION IS 77 FEET NORTH OF AN OILED ROAD, 30 FEET NORTH OF AN
 FC1904'OVERHEAD POWER LINE AND 1.0 FOOT NORTH OF A METAL WITNESS
 FC1904'POST.  THE MARK IS A STANDARD DISK SET IN A ROUND CONCRETE POST,
 FC1904'WHICH PROJECTS 9-INCHES AND STAMPED LOST 1934.
 FC1904'
 FC1904'REFERENCE MARK NO. 3 IS 33 FEET SOUTH OF THE APPROXIMATE CENTER OF AN
 FC1904'OILED ROAD AND 4 FEET EAST OF A 10-INCH OAK TREE.  THE MARK IS A
 FC1904'STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 3-INCHES
 FC1904'AND STAMPED LOST NO 3 1934.
 FC1904'
 FC1904'REFERENCE MARK NO. 4 IS 64 FEET NORTH OF THE APPROXIMATE CENTER OF AN
 FC1904'OILED ROAD AND 26 FEET NORTH OF AN OVERHEAD POWER LINE.  THE MARK IS
 FC1904'A STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS
 FC1904'3-INCHES AND STAMPED LOST NO 4 1934.
 FC1904'
 FC1904'AZIMUTH MARK IS 47 FEET SOUTH OF THE APPROXIMATE CENTER OF AN OILED
 FC1904'ROAD, 6 FEET NORTHEAST OF A 10-INCH OAK TREE AND 2.7 FEET
 FC1904'SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET
 FC1904'IN A SQUARE CONCRETE POST, WHICH PROJECTS 4-INCHES AND STAMPED LOST
 FC1904'1934 RESET 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0573 ***********************************************************************
 FC0573  DESIGNATION -  LOST AZ MK
 FC0573  PID         -  FC0573
 FC0573  STATE/COUNTY-  TN/MCMINN
 FC0573  USGS QUAD   -  CHARLESTON (1980)
 FC0573
 FC0573                         *CURRENT SURVEY CONTROL
 FC0573  ___________________________________________________________________
 FC0573* NAD 83(1986)-  35 20 03.     (N)    084 46 05.     (W)     SCALED    
 FC0573* NAVD 88     -       211.564  (meters)     694.11   (feet)  ADJUSTED  
 FC0573  ___________________________________________________________________
 FC0573  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FC0573  DYNAMIC HT  -         211.358 (meters)     693.43  (feet)  COMP
 FC0573  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FC0573
 FC0573  VERT ORDER  -  SECOND    CLASS 0
 FC0573
 FC0573.The horizontal coordinates were scaled from a topographic map and have
 FC0573.an estimated accuracy of +/- 6 seconds.
 FC0573
 FC0573.The orthometric height was determined by differential leveling
 FC0573.and adjusted by the National Geodetic Survey in June 1991..
 FC0573
 FC0573.The geoid height was determined by GEOID03.
 FC0573
 FC0573.The dynamic height is computed by dividing the NAVD 88
 FC0573.geopotential number by the normal gravity value computed on the
 FC0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0573.degrees latitude (g = 980.6199 gals.).
 FC0573
 FC0573.The modeled gravity was interpolated from observed gravity values.
 FC0573
 FC0573;                    North         East    Units  Estimated Accuracy
 FC0573;SPC TN       -   111,750.      712,000.      MT  (+/- 180 meters Scaled)
 FC0573
 FC0573                          SUPERSEDED SURVEY CONTROL
 FC0573
 FC0573  NGVD 29 (??/??/92)  211.625  (m)          694.31   (f) ADJ UNCH    2 0
 FC0573
 FC0573.Superseded values are not recommended for survey control.
 FC0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0573.See file dsdata.txt to determine how the superseded data were derived.
 FC0573
 FC0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE028123(NAD 83)
 FC0573_MARKER: DZ = AZIMUTH MARK DISK
 FC0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0573_STAMPING: LOST 1961
 FC0573_MARK LOGO: CGS   
 FC0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0573+STABILITY: SURFACE MOTION
 FC0573
 FC0573  HISTORY     - Date     Condition        Report By
 FC0573  HISTORY     - 1961     MONUMENTED       CGS
 FC0573
 FC0573                          STATION DESCRIPTION
 FC0573
 FC0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0573'3.7 MI N FROM CHARLESTON.
 FC0573'TO REACH THE STATION FROM THE BOWATER PLANT ENTRANCE WHICH
 FC0573'IS JUST NORTH OF THE CITY LIMITS OF CHARLESTON, GO NORTH ON
 FC0573'U.S. HWY. 11 FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT AND SIGN,
 FC0573'HIWASSEE LAND COMPANY, TURN LEFT ON A HARD SURFACE ROAD AND
 FC0573'GO 1.65 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON
 FC0573'A GRAVELED ROAD AND GO 0.6 MILE TO A SIDE ROAD ON THE RIGHT,
 FC0573'KEEP STRAIGHT AHEAD AND GO 0.85 MILE TO THE MARK, 12 FEET
 FC0573'NORTH OF THE CENTER OF THE ROAD, 4 FEET WEST OF A WITNESS POST,
 FC0573'1 FOOT NORTH OF A WIRE FENCE.  A DISK SET IN THE TOP OF A
 FC0573'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0572 ***********************************************************************
 FC0572  DESIGNATION -  LOST RM 1
 FC0572  PID         -  FC0572
 FC0572  STATE/COUNTY-  TN/MCMINN
 FC0572  USGS QUAD   -  CHARLESTON (1980)
 FC0572
 FC0572                         *CURRENT SURVEY CONTROL
 FC0572  ___________________________________________________________________
 FC0572* NAD 83(1986)-  35 20 04.     (N)    084 46 43.     (W)     SCALED    
 FC0572* NAVD 88     -       290.005  (meters)     951.46   (feet)  ADJUSTED  
 FC0572  ___________________________________________________________________
 FC0572  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0572  DYNAMIC HT  -         289.722 (meters)     950.53  (feet)  COMP
 FC0572  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0572
 FC0572  VERT ORDER  -  SECOND    CLASS 0
 FC0572
 FC0572.The horizontal coordinates were scaled from a topographic map and have
 FC0572.an estimated accuracy of +/- 6 seconds.
 FC0572
 FC0572.The orthometric height was determined by differential leveling
 FC0572.and adjusted by the National Geodetic Survey in June 1991..
 FC0572
 FC0572.The geoid height was determined by GEOID03.
 FC0572
 FC0572.The dynamic height is computed by dividing the NAVD 88
 FC0572.geopotential number by the normal gravity value computed on the
 FC0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0572.degrees latitude (g = 980.6199 gals.).
 FC0572
 FC0572.The modeled gravity was interpolated from observed gravity values.
 FC0572
 FC0572;                    North         East    Units  Estimated Accuracy
 FC0572;SPC TN       -   111,770.      711,040.      MT  (+/- 180 meters Scaled)
 FC0572
 FC0572                          SUPERSEDED SURVEY CONTROL
 FC0572
 FC0572  NGVD 29 (??/??/92)  290.066  (m)          951.66   (f) ADJ UNCH    2 0
 FC0572
 FC0572.Superseded values are not recommended for survey control.
 FC0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0572.See file dsdata.txt to determine how the superseded data were derived.
 FC0572
 FC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE018123(NAD 83)
 FC0572_MARKER: DR = REFERENCE MARK DISK
 FC0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0572_STAMPING: LOST NO 1 1961
 FC0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0572+STABILITY: SURFACE MOTION
 FC0572
 FC0572  HISTORY     - Date     Condition        Report By
 FC0572  HISTORY     - 1961     MONUMENTED       CGS
 FC0572
 FC0572                          STATION DESCRIPTION
 FC0572
 FC0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0572'4 MI N FROM CHARLESTON.
 FC0572'THIS MARK IS AT THE LOST STATION SITE, 62.8 FEET SOUTHWEST OF
 FC0572'STATION, 60.7 FEET SOUTHWEST OF A WITNESS POST.  A DISK SET
 FC0572'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0570 ***********************************************************************
 FC0570  DESIGNATION -  LOST RM 2
 FC0570  PID         -  FC0570
 FC0570  STATE/COUNTY-  TN/MCMINN
 FC0570  USGS QUAD   -  CHARLESTON (1980)
 FC0570
 FC0570                         *CURRENT SURVEY CONTROL
 FC0570  ___________________________________________________________________
 FC0570* NAD 83(1986)-  35 20 04.     (N)    084 46 43.     (W)     SCALED    
 FC0570* NAVD 88     -       290.494  (meters)     953.06   (feet)  ADJUSTED  
 FC0570  ___________________________________________________________________
 FC0570  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0570  DYNAMIC HT  -         290.211 (meters)     952.13  (feet)  COMP
 FC0570  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0570
 FC0570  VERT ORDER  -  SECOND    CLASS 0
 FC0570
 FC0570.The horizontal coordinates were scaled from a topographic map and have
 FC0570.an estimated accuracy of +/- 6 seconds.
 FC0570
 FC0570.The orthometric height was determined by differential leveling
 FC0570.and adjusted by the National Geodetic Survey in June 1991..
 FC0570
 FC0570.The geoid height was determined by GEOID03.
 FC0570
 FC0570.The dynamic height is computed by dividing the NAVD 88
 FC0570.geopotential number by the normal gravity value computed on the
 FC0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0570.degrees latitude (g = 980.6199 gals.).
 FC0570
 FC0570.The modeled gravity was interpolated from observed gravity values.
 FC0570
 FC0570;                    North         East    Units  Estimated Accuracy
 FC0570;SPC TN       -   111,770.      711,040.      MT  (+/- 180 meters Scaled)
 FC0570
 FC0570                          SUPERSEDED SURVEY CONTROL
 FC0570
 FC0570  NGVD 29 (??/??/92)  290.555  (m)          953.26   (f) ADJ UNCH    2 0
 FC0570
 FC0570.Superseded values are not recommended for survey control.
 FC0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0570.See file dsdata.txt to determine how the superseded data were derived.
 FC0570
 FC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE018123(NAD 83)
 FC0570_MARKER: DR = REFERENCE MARK DISK
 FC0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0570_STAMPING: LOST NO 2 1961
 FC0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0570+STABILITY: SURFACE MOTION
 FC0570
 FC0570  HISTORY     - Date     Condition        Report By
 FC0570  HISTORY     - 1961     MONUMENTED       CGS
 FC0570
 FC0570                          STATION DESCRIPTION
 FC0570
 FC0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0570'4 MI N FROM CHARLESTON.
 FC0570'THIS MARK IS AT THE LOST STATION SITE, 76.6 FEET NORTHWEST OF
 FC0570'THE STATION, 75.1 FEET NORTHWEST OF A WITNESS POST.  A DISK
 FC0570'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2470 ***********************************************************************
 GA2470  DESIGNATION -  LOVE
 GA2470  PID         -  GA2470
 GA2470  STATE/COUNTY-  TN/KNOX
 GA2470  USGS QUAD   -  JOHN SEVIER (1992)
 GA2470
 GA2470                         *CURRENT SURVEY CONTROL
 GA2470  ___________________________________________________________________
 GA2470* NAD 83(1995)-  36 01 00.54483(N)    083 51 43.72263(W)     ADJUSTED  
 GA2470* NAVD 88     -       268.639  (meters)     881.36   (feet)  ADJUSTED  
 GA2470  ___________________________________________________________________
 GA2470  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GA2470  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2470  DYNAMIC HT  -         268.391 (meters)     880.55  (feet)  COMP
 GA2470  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA2470
 GA2470  HORZ ORDER  -  SECOND
 GA2470  VERT ORDER  -  FIRST     CLASS I
 GA2470
 GA2470.The horizontal coordinates were established by classical geodetic methods
 GA2470.and adjusted by the National Geodetic Survey in April 1999..
 GA2470
 GA2470.The orthometric height was determined by differential leveling
 GA2470.and adjusted by the National Geodetic Survey in June 1991..
 GA2470
 GA2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2470
 GA2470.The geoid height was determined by GEOID03.
 GA2470
 GA2470.The dynamic height is computed by dividing the NAVD 88
 GA2470.geopotential number by the normal gravity value computed on the
 GA2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2470.degrees latitude (g = 980.6199 gals.).
 GA2470
 GA2470.The modeled gravity was interpolated from observed gravity values.
 GA2470
 GA2470;                    North         East     Units Scale Factor Converg.
 GA2470;SPC TN       -   188,886.157   792,691.647   MT  0.99995347   +1 15 05.7
 GA2470;SPC TN       -   619,704.00  2,600,689.18   sFT  0.99995347   +1 15 05.7
 GA2470;UTM  17      - 3,989,603.974   242,063.072   MT  1.00041987   -1 41 02.2
 GA2470
 GA2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2470!SPC TN       -   0.99996267  x   0.99995347  =   0.99991614
 GA2470!UTM  17      -   0.99996267  x   1.00041987  =   1.00038252
 GA2470
 GA2470|---------------------------------------------------------------------|
 GA2470| PID    Reference Object                     Distance      Geod. Az  |
 GA2470|                                                           dddmmss.s |
 GA2470| GA2471 LOVE RM 1                            10.847 METERS 04626     |
 GA2470| GA2240 LOVE AZ MK                                         0633205.1 |
 GA2470| GA2472 LOVE RM 2                            15.764 METERS 14632     |
 GA2470|---------------------------------------------------------------------|
 GA2470
 GA2470                          SUPERSEDED SURVEY CONTROL
 GA2470
 GA2470  NAD 83(1995)-  36 01 00.55117(N)    083 51 43.72271(W) AD(       ) 2
 GA2470  NAD 83(1995)-  36 01 00.55113(N)    083 51 43.72274(W) AD(       ) 2
 GA2470  NAD 83(1995)-  36 01 00.55440(N)    083 51 43.71947(W) AD(       ) 2
 GA2470  NAD 83(1986)-  36 01 00.55973(N)    083 51 43.71771(W) AD(       ) 2
 GA2470  NAD 27      -  36 01 00.25650(N)    083 51 44.06360(W) AD(       ) 2
 GA2470  NGVD 29 (??/??/92)  268.774  (m)          881.80   (f) ADJ UNCH    1 1
 GA2470
 GA2470.Superseded values are not recommended for survey control.
 GA2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2470.See file dsdata.txt to determine how the superseded data were derived.
 GA2470
 GA2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4206389604(NAD 83)
 GA2470_MARKER: DE = TRAVERSE STATION DISK
 GA2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2470_STAMPING: LOVE 1960
 GA2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2470+STABILITY: SURFACE MOTION
 GA2470
 GA2470  HISTORY     - Date     Condition        Report By
 GA2470  HISTORY     - 1960     MONUMENTED       CGS
 GA2470  HISTORY     - 1967     GOOD             CGS
 GA2470  HISTORY     - 1967     GOOD             NGS
 GA2470  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2470
 GA2470                          STATION DESCRIPTION
 GA2470
 GA2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GA2470'THE STATION IS JUST EAST OF KNOXVILLE ON THE NORTH SIDE OF U. S.
 GA2470'HIGHWAY 11W.
 GA2470'
 GA2470'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS 11W AND
 GA2470'11E IN THE EAST PART OF
 GA2470'KNOXVILLE, GO NORTHEAST ON U.  S.  HIGHWAY 11W FOR 1.4
 GA2470'MILES TO THE STATION ON THE
 GA2470'LEFT.
 GA2470'
 GA2470'THE STATION IS 36.0 FEET WEST OF A GATE POST, 26.0 FEET NORTH OF THE
 GA2470'CENTER OF HIGHWAY 11W AND
 GA2470'2.5 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 GA2470'TRAVERSE DISK SET IN A 10-INCH
 GA2470'SQUARE CONCRETE POST, PROJECTS 2
 GA2470'INCHES, AND IS STAMPED LOVE 1960.
 GA2470'
 GA2470'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE GATE POST.  IT IS A
 GA2470'STANDARD DISK SET IN A
 GA2470'10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED LOVE NO
 GA2470'1 1960.
 GA2470'
 GA2470'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A TELEPHONE POLE.  IT IS A
 GA2470'STANDARD DISK SET IN A
 GA2470'10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED LOVE NO
 GA2470'2 1960.
 GA2470'
 GA2470'THE AZIMUTH MARK IS 12 FEET NORTH OF A FENCE LINE AND 5 FEET EAST OF
 GA2470'A 6-INCH POST, 3 FEET
 GA2470'HIGH.  IT IS A STANDARD DISK SET FLUSH IN A DRILL HOLE
 GA2470'IN THE SOUTH END OF A CONCRETE
 GA2470'CULVERT AND IS STAMPED LOVE 1960.
 GA2470'
 GA2470'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON HIGHWAY
 GA2470'11W FOR 0.35 MILE TO THE
 GA2470'AZIMUTH MARK ON THE RIGHT.
 GA2470
 GA2470                          STATION RECOVERY (1967)
 GA2470
 GA2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 GA2470'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED IN
 GA2470'GOOD CONDITION.  DESCRIPTION IN HORIZONTAL QUAD 360833 STATION 1010
 GA2470'IS ADEQUATE.
 GA2470
 GA2470                          STATION RECOVERY (1967)
 GA2470
 GA2470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2470'5 MI NE FROM KNOXVILLE.
 GA2470'ABOUT 4.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2470'STATION AT KNOXVILLE, ABOUT 0.2 MILE NORTHEAST OF MILEPOST 126,
 GA2470'ABOUT 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 11W FROM THE
 GA2470'INTERSECTION OF LOVE CREEK ROAD, ABOUT 50 YARDS SOUTHEAST OF THE
 GA2470'TRACK, 63 1/2 FEET NORTHEAST OF THE EAST CORNER OF A CHAIN LINK
 GA2470'FENCE AROUND LOWES BUILDING SUPPLY, 28 1/2 FEET NORTHWEST OF THE
 GA2470'CENTER LINE OF U.S. HIGHWAY 11W, 6 1/2 FEET EAST OF A TELEPHONE
 GA2470'LINE BRACE POLE, 5.4 FEET SOUTHEAST OF AN OLD FENCE LINE, 2.5
 GA2470'FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 GA2470'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA2470'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 GA2470
 GA2470                          STATION RECOVERY (1982)
 GA2470
 GA2470'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2470'LOVE 1960 SEARCHED FOR - NOT RECOVERED.  PROBABLY DESTROYED
 GA2470'UNNECESSARILY BY I-640 CONSTRUCTION.  (CITY BLK 31100)
 GA2470'
 GA2470'LOVE NO. 1 1960 SEARCHED FOR - NOT RECOVERED.  PROBABLY DESTROYED
 GA2470'UNNECESSARILY BY I-640 CONSTRUCTION.  (CITY BLK 31100)
 GA2470'
 GA2470'LOVE NO. 2 1960 SEARCHED FOR - NOT RECOVERED.  PROBABLY DESTROYED BY
 GA2470'I-640 CONSTRUCTION.  (CITY BLK 31100)
 GA2470'
 GA2470'LOVE 1960 SEARCHED FOR - NOT RECOVERED.  HWY. 11 W (RUTLEDGE PIKE)
 GA2470'HAS BEEN WIDENED AT THIS POINT - THE MARK HAS POSSIBLY BEEN DESTROYED
 GA2470'BY THIS WIDENING.  (N. W. OF CITY BLOCK NO. 31900).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0454 ***********************************************************************
 GC0454  DESIGNATION -  LOVE
 GC0454  PID         -  GC0454
 GC0454  STATE/COUNTY-  TN/DAVIDSON
 GC0454  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0454
 GC0454                         *CURRENT SURVEY CONTROL
 GC0454  ___________________________________________________________________
 GC0454* NAD 83(1995)-  36 08 17.48416(N)    086 48 55.71189(W)     ADJUSTED  
 GC0454* NAVD 88     -       227.418  (meters)     746.12   (feet)  ADJUSTED  
 GC0454  ___________________________________________________________________
 GC0454  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 GC0454  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0454  DYNAMIC HT  -         227.224 (meters)     745.48  (feet)  COMP
 GC0454  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0454
 GC0454  HORZ ORDER  -  SECOND
 GC0454  VERT ORDER  -  FIRST     CLASS II
 GC0454
 GC0454.The horizontal coordinates were established by classical geodetic methods
 GC0454.and adjusted by the National Geodetic Survey in April 1999..
 GC0454
 GC0454.The orthometric height was determined by differential leveling
 GC0454.and adjusted by the National Geodetic Survey in June 1991..
 GC0454
 GC0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0454
 GC0454.The geoid height was determined by GEOID03.
 GC0454
 GC0454.The dynamic height is computed by dividing the NAVD 88
 GC0454.geopotential number by the normal gravity value computed on the
 GC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0454.degrees latitude (g = 980.6199 gals.).
 GC0454
 GC0454.The modeled gravity was interpolated from observed gravity values.
 GC0454
 GC0454;                    North         East     Units Scale Factor Converg.
 GC0454;SPC TN       -   200,554.168   526,605.816   MT  0.99996244   -0 28 38.7
 GC0454;SPC TN       -   657,984.80  1,727,705.91   sFT  0.99996244   -0 28 38.7
 GC0454;UTM  16      - 3,999,291.692   516,601.698   MT  0.99960340   +0 06 31.8
 GC0454
 GC0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0454!SPC TN       -   0.99996890  x   0.99996244  =   0.99993134
 GC0454!UTM  16      -   0.99996890  x   0.99960340  =   0.99957231
 GC0454
 GC0454:                Primary Azimuth Mark                     Grid Az
 GC0454:SPC TN       -  NASHVILLE ST THOMAS HOSP STACK           037 45 23.7
 GC0454:UTM  16      -  NASHVILLE ST THOMAS HOSP STACK           037 10 13.2
 GC0454
 GC0454|---------------------------------------------------------------------|
 GC0454| PID    Reference Object                     Distance      Geod. Az  |
 GC0454|                                                           dddmmss.s |
 GC0454| GC2275 NASHVILLE ST THOMAS HOSP STACK      APPROX. 2.0 KM 0371645.0 |
 GC0454| GC2293 NASHVILLE STATE CAPITOL CUPOLA      APPROX. 4.2 KM 0423048.0 |
 GC0454| GC2290 NASHVILLE STATE CAPITOL FLAGPOLE    APPROX. 4.2 KM 0423054.1 |
 GC0454| GC2286 VANDERBILT UNIV COLL HALL TWR       APPROX. 1.6 KM 0461224.0 |
 GC0454| GC2285 VANDERBILT U POWERHOUSE STACK       APPROX. 1.4 KM 0520146.8 |
 GC0454| GC2267 NASHVILLE L AND N RR STA BALL       APPROX. 3.5 KM 0521451.0 |
 GC0454| GC2269 NASHVILLE OLD PO BLDG CLOCKTWR      APPROX. 3.8 KM 0530429.1 |
 GC0454| GC2264 NASHVILLE FIRST BAP CH SPIRE        APPROX. 3.9 KM 0531223.1 |
 GC0454| GC2270 NASHVILLE OLD WSM N RADIO TWR       APPROX. 2.2 KM 0833157.6 |
 GC0454| GC2271 NASHVILLE OLD WSM S RADIO TWR       APPROX. 2.1 KM 0855156.3 |
 GC0454| GC0456 LOVE RM 2                            43.233 METERS 10128     |
 GC0454| GC2221 SE OF NASHVILLE LARGE TANK          APPROX. 7.6 KM 1222107.1 |
 GC0454| GC2262 NASHVILLE CITY POLICE RAD TWR        61.691 METERS 25528     |
 GC0454| GC2277 NASHVILLE TV STA WSM NEW MAST       APPROX. 4.5 KM 2735346.7 |
 GC0454| GC0455 LOVE RM 1                            35.372 METERS 35719     |
 GC0454|---------------------------------------------------------------------|
 GC0454
 GC0454                          SUPERSEDED SURVEY CONTROL
 GC0454
 GC0454  NAD 83(1995)-  36 08 17.48624(N)    086 48 55.71382(W) AD(       ) 2
 GC0454  NAD 83(1995)-  36 08 17.48806(N)    086 48 55.71395(W) AD(       ) 2
 GC0454  NAD 83(1986)-  36 08 17.49435(N)    086 48 55.71503(W) AD(       ) 2
 GC0454  NAD 27      -  36 08 17.28700(N)    086 48 55.71400(W) AD(       ) 2
 GC0454  NGVD 29 (??/??/92)  227.439  (m)          746.19   (f) ADJ UNCH    1 2
 GC0454
 GC0454.Superseded values are not recommended for survey control.
 GC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0454.See file dsdata.txt to determine how the superseded data were derived.
 GC0454
 GC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1660299292(NAD 83)
 GC0454_MARKER: DS = TRIANGULATION STATION DISK
 GC0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0454_STAMPING: LOVE 1933
 GC0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0454+STABILITY: SURFACE MOTION
 GC0454
 GC0454  HISTORY     - Date     Condition        Report By
 GC0454  HISTORY     - 1933     MONUMENTED       CGS
 GC0454  HISTORY     - 1948     GOOD             NGS
 GC0454  HISTORY     - 1959     GOOD             CGS
 GC0454  HISTORY     - 1963     GOOD             TNHD
 GC0454
 GC0454                          STATION DESCRIPTION
 GC0454
 GC0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 GC0454'ABOUT 5 MILES SOUTHWEST OF STATE CAPITOL IN NASHVILLE, 1 MILE WEST OF
 GC0454'VANDERBILT UNIVERSITY, IN SOUTHWEST EDGE OF TOWN, AND ON TOP OF LOVE
 GC0454'CIRCLE RESERVOIR.  TO REACH FROM NASHVILLE POST OFFICE, GO WEST ON
 GC0454'BROADWAY TO WEST END DRIVE, CONTINUE ON THIS STREET TO ORLEANS
 GC0454'STREET, TURN LEFT AND GO UP HILL TO RESERVOIR AND STATION SITE.
 GC0454'STATION IS ON EAST EDGE OF RESERVOIR, 103.8 FEET EAST OF NORTHEAST
 GC0454'CORNER OF SMALL BRICK VALVE HOUSE, 76.5 FEET SOUTHEAST OF
 GC0454'NORTHERNMOST VENTILATOR, AND 54.5 FEET EAST OF SOUTHERNMOST
 GC0454'VENTILATOR.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GC0454'IN CONCRETE.  SURFACE MARK PROJECTS 2 INCHES ABOVE
 GC0454'GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC0454'NO. 1, PROJECTING 2 INCHES ABOVE GROUND, IS 21.4 FEET EAST
 GC0454'OF RESERVOIR WALL, BESIDE EAST CURB OF ROAD, AND ABOUT 30 FEET
 GC0454'BELOW AND 118.80 FEET (SLOPE DISTANCE) FROM STATION.
 GC0454'NO. 2, FLUSH WITH GROUND, IS 21 FEET EAST OF
 GC0454'RESERVOIR WALL, BESIDE EAST CURB OF ROAD, AND ABOUT 28 FEET BELOW AND
 GC0454'146.50 FEET (SLOPE DISTANCE) FROM STATION.
 GC0454'REFERENCE MARKS ARE 204.30 FEET (SLOPE DISTANCE) APART.
 GC0454'STATION DILLON
 GC0454'(SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM
 GC0454'GROUND.
 GC0454
 GC0454                          STATION RECOVERY (1948)
 GC0454
 GC0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 GC0454'AT NASHVILLE.
 GC0454'AT NASHVILLE, IN THE WEST PART OF THE CITY, ABOUT 4 1/2 MILES
 GC0454'SOUTHWEST OF THE CAPITOL BUILDING, ABOUT 1.0 MILE WEST OF VANDERBILT
 GC0454'UNIVERSITY, ABOUT 0.3 MILE SOUTH OF WEST END AVENUE, AT THE TOP
 GC0454'OF A HILL ON LOVE CIRCLE RESERVOIR, 179 FEET EAST OF THE SOUTHEAST
 GC0454'LEG OF CITY POLICE RADIO TOWER, ON THE EAST EDGE OF THE RESERVOIR,
 GC0454'103.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK VALVE
 GC0454'HOUSE, 76.5 FEET EAST OF THE EAST CORNER OF THE NORTHERN MOST
 GC0454'VENTILATOR, 54.5 FEET NORTHEAST OF THE NORTH CORNER OF A VENTILATOR,
 GC0454'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC0454
 GC0454                          STATION RECOVERY (1959)
 GC0454
 GC0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0454'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GC0454'RECOVERED AND FOUND IN GOOD CONDITION.  A DISCREPANCY WAS
 GC0454'FOUND IN THE DIRECTIONS OF BOTH THE REFERENCE MARKS.
 GC0454'
 GC0454'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GC0454'
 GC0454'THE STATION IS LOCATED ON CITY PROPERTY AT THE TOP OF A PROMINENT
 GC0454'HILL KNOWN AS LOVE CIRCLE RESERVOIR BESIDE A LARGE CONCRETE AND
 GC0454'EARTH COVERED WATER RESERVOIR.  IT IS ABOUT 5 MILES SOUTHWEST OF THE
 GC0454'TENNESSEE STATE CAPITOL BUILDING AND 1 MILE WEST OF VANDERBILT
 GC0454'UNIVERSITY.  IT IS 103.8 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 GC0454'BRICK VALVE HOUSE, 76.5 FEET SOUTHEAST OF THE MOST NORTHERLY
 GC0454'VENTILATOR AND 54.5 FEET EAST OF THE MOST SOUTHERLY VENTILATOR.  THE
 GC0454'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 GC0454'THE SURFACE MARK IS FLUSH WITH THE
 GC0454'SURROUNDING SURFACE AND THE DISK IS STAMPED LOVE 1933.
 GC0454'
 GC0454'REFERENCE MARK NO. 1 IS 21.4 FEET NORTHEAST OF THE RETAINING WALL
 GC0454'AROUND THE RESERVOIR, JUST OUTSIDE OF THE OUTSIDE EDGE OF LOVE CIRCLE
 GC0454'DRIVE AND ABOUT 23 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A
 GC0454'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT
 GC0454'FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED LOVE NO 1
 GC0454'1933.
 GC0454'
 GC0454'REFERENCE MARK NO. 2 IS 21.4 FEET EAST OF THE RETAININING WALL AROUND
 GC0454'THE RESERVOIR, JUST OUTSIDE OF THE OUTSIDE EDGE OF LOVE CIRCLE
 GC0454'DRIVE AND ABOUT 36 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A
 GC0454'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT
 GC0454'PROJECTING 2 INCHES ABOVE THE SURROUNDING SURFACE AND THE DISK IS
 GC0454'STAMPED LOVE NO 2 1933.
 GC0454'
 GC0454'A TRAVERSE CONNECTION WAS MADE TO THE NASHVILLE CITY POLICE RADIO
 GC0454'TOWER ON THE WEST SIDE OF THE RESERVOIR, DISTANCE BEING 202.42
 GC0454'FEET, (61.698 METERS) WEST-SOUTHWEST OF LOVE 1933.
 GC0454
 GC0454                          STATION RECOVERY (1963)
 GC0454
 GC0454'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GC0454'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 GC0454'1959 AND THE 1959 DESCRIPTION IS COMPLETELY ADEQUATE.  ALL
 GC0454'OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2240 ***********************************************************************
 GA2240  DESIGNATION -  LOVE AZ MK
 GA2240  PID         -  GA2240
 GA2240  STATE/COUNTY-  TN/KNOX
 GA2240  USGS QUAD   -  JOHN SEVIER (1992)
 GA2240
 GA2240                         *CURRENT SURVEY CONTROL
 GA2240  ___________________________________________________________________
 GA2240* NAD 83(1986)-  36 01 08.     (N)    083 51 24.     (W)     SCALED    
 GA2240* NAVD 88     -       266.145  (meters)     873.18   (feet)  ADJUSTED  
 GA2240  ___________________________________________________________________
 GA2240  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2240  DYNAMIC HT  -         265.900 (meters)     872.37  (feet)  COMP
 GA2240  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 GA2240
 GA2240  VERT ORDER  -  FIRST     CLASS I
 GA2240
 GA2240.The horizontal coordinates were scaled from a topographic map and have
 GA2240.an estimated accuracy of +/- 6 seconds.
 GA2240
 GA2240.The orthometric height was determined by differential leveling
 GA2240.and adjusted by the National Geodetic Survey in June 1991..
 GA2240
 GA2240.The geoid height was determined by GEOID03.
 GA2240
 GA2240.The dynamic height is computed by dividing the NAVD 88
 GA2240.geopotential number by the normal gravity value computed on the
 GA2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2240.degrees latitude (g = 980.6199 gals.).
 GA2240
 GA2240.The modeled gravity was interpolated from observed gravity values.
 GA2240
 GA2240;                    North         East    Units  Estimated Accuracy
 GA2240;SPC TN       -   189,130.      793,180.      MT  (+/- 180 meters Scaled)
 GA2240
 GA2240                          SUPERSEDED SURVEY CONTROL
 GA2240
 GA2240  NGVD 29 (??/??/92)  266.280  (m)          873.62   (f) ADJ UNCH    1 1
 GA2240
 GA2240.Superseded values are not recommended for survey control.
 GA2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2240.See file dsdata.txt to determine how the superseded data were derived.
 GA2240
 GA2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV425898(NAD 83)
 GA2240_MARKER: DZ = AZIMUTH MARK DISK
 GA2240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2240_SP_SET: CULVERT
 GA2240_STAMPING: LOVE 1960
 GA2240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2240
 GA2240  HISTORY     - Date     Condition        Report By
 GA2240  HISTORY     - 1960     MONUMENTED       CGS
 GA2240  HISTORY     - 1967     GOOD             NGS
 GA2240
 GA2240                          STATION DESCRIPTION
 GA2240
 GA2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2240'5.4 MI NE FROM KNOXVILLE.
 GA2240'ABOUT 5.35 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2240'STATION AT KNOXVILLE, ABOUT 0.4 MILE SOUTHWEST OF THE U.S.
 GA2240'HIGHWAY 11W OVERPASS OVER THE TRACKS, ABOUT 0.2 MILE NORTHEAST
 GA2240'OF THE INTERSECTION OF U.S. HIGHWAY 11W AND LOVE CREEK ROAD,
 GA2240'ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 11W FROM A 50-FOOT
 GA2240'CONCRETE HIGHWAY BRIDGE OVER LOVE CREEK, SET IN THE TOP OF THE
 GA2240'SOUTHEAST CONCRETE HEAD WALL OF A 4-FOOT BOX CULVERT UNDER
 GA2240'THE HIGHWAY, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GA2240'2 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 1/2
 GA2240'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2471 ***********************************************************************
 GA2471  DESIGNATION -  LOVE RM 1
 GA2471  PID         -  GA2471
 GA2471  STATE/COUNTY-  TN/KNOX
 GA2471  USGS QUAD   -  JOHN SEVIER (1992)
 GA2471
 GA2471                         *CURRENT SURVEY CONTROL
 GA2471  ___________________________________________________________________
 GA2471* NAD 83(1986)-  36 01 00.     (N)    083 51 44.     (W)     SCALED    
 GA2471* NAVD 88     -       268.372  (meters)     880.48   (feet)  ADJUSTED  
 GA2471  ___________________________________________________________________
 GA2471  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2471  DYNAMIC HT  -         268.125 (meters)     879.67  (feet)  COMP
 GA2471  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA2471
 GA2471  VERT ORDER  -  FIRST     CLASS I
 GA2471
 GA2471.The horizontal coordinates were scaled from a topographic map and have
 GA2471.an estimated accuracy of +/- 6 seconds.
 GA2471
 GA2471.The orthometric height was determined by differential leveling
 GA2471.and adjusted by the National Geodetic Survey in June 1991..
 GA2471.WARNING-Repeat measurements at this control monument indicate possible
 GA2471.vertical movement.
 GA2471
 GA2471.The geoid height was determined by GEOID03.
 GA2471
 GA2471.The dynamic height is computed by dividing the NAVD 88
 GA2471.geopotential number by the normal gravity value computed on the
 GA2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2471.degrees latitude (g = 980.6199 gals.).
 GA2471
 GA2471.The modeled gravity was interpolated from observed gravity values.
 GA2471
 GA2471;                    North         East    Units  Estimated Accuracy
 GA2471;SPC TN       -   188,870.      792,690.      MT  (+/- 180 meters Scaled)
 GA2471
 GA2471                          SUPERSEDED SURVEY CONTROL
 GA2471
 GA2471  NGVD 29 (??/??/92)  268.508  (m)          880.93   (f) ADJ UNCH    1 1
 GA2471
 GA2471.Superseded values are not recommended for survey control.
 GA2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2471.See file dsdata.txt to determine how the superseded data were derived.
 GA2471
 GA2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV420895(NAD 83)
 GA2471_MARKER: DR = REFERENCE MARK DISK
 GA2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2471_STAMPING: LOVE NO 1 1960
 GA2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2471+STABILITY: SURFACE MOTION
 GA2471
 GA2471  HISTORY     - Date     Condition        Report By
 GA2471  HISTORY     - 1960     MONUMENTED       CGS
 GA2471  HISTORY     - 1967     GOOD             NGS
 GA2471
 GA2471                          STATION DESCRIPTION
 GA2471
 GA2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2471'5 MI NE FROM KNOXVILLE.
 GA2471'ABOUT 4.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2471'STATION AT KNOXVILLE, 35.6 FEET NORTHEAST OF THE STATION MARK
 GA2471'DESCRIBED, 33 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 GA2471'11W, 14 FEET SOUTH OF THE CENTER OF A METAL GATE IN FENCE LINE, 2
 GA2471'FEET SOUTH OF THE SOUTH GATE POST, 1 1/2 FEET SOUTHEAST OF A FENCE
 GA2471'LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GA2471'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0455 ***********************************************************************
 GC0455  DESIGNATION -  LOVE RM 1
 GC0455  PID         -  GC0455
 GC0455  STATE/COUNTY-  TN/DAVIDSON
 GC0455  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0455
 GC0455                         *CURRENT SURVEY CONTROL
 GC0455  ___________________________________________________________________
 GC0455* NAD 83(1986)-  36 08 17.     (N)    086 48 55.     (W)     SCALED    
 GC0455* NAVD 88     -       220.309  (meters)     722.80   (feet)  ADJUSTED  
 GC0455  ___________________________________________________________________
 GC0455  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0455  DYNAMIC HT  -         220.120 (meters)     722.18  (feet)  COMP
 GC0455  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0455
 GC0455  VERT ORDER  -  FIRST     CLASS II
 GC0455
 GC0455.The horizontal coordinates were scaled from a topographic map and have
 GC0455.an estimated accuracy of +/- 6 seconds.
 GC0455
 GC0455.The orthometric height was determined by differential leveling
 GC0455.and adjusted by the National Geodetic Survey in June 1991..
 GC0455
 GC0455.The geoid height was determined by GEOID03.
 GC0455
 GC0455.The dynamic height is computed by dividing the NAVD 88
 GC0455.geopotential number by the normal gravity value computed on the
 GC0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0455.degrees latitude (g = 980.6199 gals.).
 GC0455
 GC0455.The modeled gravity was interpolated from observed gravity values.
 GC0455
 GC0455;                    North         East    Units  Estimated Accuracy
 GC0455;SPC TN       -   200,540.      526,620.      MT  (+/- 180 meters Scaled)
 GC0455
 GC0455                          SUPERSEDED SURVEY CONTROL
 GC0455
 GC0455  NGVD 29 (??/??/92)  220.329  (m)          722.86   (f) ADJ UNCH    1 2
 GC0455
 GC0455.Superseded values are not recommended for survey control.
 GC0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0455.See file dsdata.txt to determine how the superseded data were derived.
 GC0455
 GC0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE166992(NAD 83)
 GC0455_MARKER: DR = REFERENCE MARK DISK
 GC0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0455_STAMPING: LOVE NO 1 1933
 GC0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0455+STABILITY: SURFACE MOTION
 GC0455
 GC0455  HISTORY     - Date     Condition        Report By
 GC0455  HISTORY     - 1933     MONUMENTED       CGS
 GC0455  HISTORY     - 1948     GOOD             NGS
 GC0455
 GC0455                          STATION DESCRIPTION
 GC0455
 GC0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0455'AT NASHVILLE.
 GC0455'AT NASHVILLE, IN THE WEST PART OF THE CITY, ABOUT 4 1/2 MILES
 GC0455'SOUTHWEST OF THE CAPITOL BUILDING, ABOUT 1.0 MILE WEST OF
 GC0455'VANDERBILT UNIVERSITY, ABOUT 0.3 MILE SOUTH OF WEST END AVENUE,
 GC0455'AT LOVE CIRCLE RESERVOIR, 118.0 FEET NORTHEAST OF THE STATION MARK,
 GC0455'21.5 FEET NORTHEAST OF A RETAINING WALL AROUND RESERVOIR, ON
 GC0455'EDGE OF THE OUTSIDE CURB OF THE CIRCULAR DRIVE AROUND RESERVOIR,
 GC0455'204.5 FEET NORTH-NORTHWEST OF R.M. NO. 2, AND SET IN THE TOP OF A
 GC0455'CONCRETE POST ABOUT FLUSH WITH THE DRIVE WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2472 ***********************************************************************
 GA2472  DESIGNATION -  LOVE RM 2
 GA2472  PID         -  GA2472
 GA2472  STATE/COUNTY-  TN/KNOX
 GA2472  USGS QUAD   -  JOHN SEVIER (1992)
 GA2472
 GA2472                         *CURRENT SURVEY CONTROL
 GA2472  ___________________________________________________________________
 GA2472* NAD 83(1986)-  36 01 00.     (N)    083 51 44.     (W)     SCALED    
 GA2472* NAVD 88     -       268.712  (meters)     881.60   (feet)  ADJUSTED  
 GA2472  ___________________________________________________________________
 GA2472  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA2472  DYNAMIC HT  -         268.464 (meters)     880.79  (feet)  COMP
 GA2472  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 GA2472
 GA2472  VERT ORDER  -  FIRST     CLASS I
 GA2472
 GA2472.The horizontal coordinates were scaled from a topographic map and have
 GA2472.an estimated accuracy of +/- 6 seconds.
 GA2472
 GA2472.The orthometric height was determined by differential leveling
 GA2472.and adjusted by the National Geodetic Survey in June 1991..
 GA2472
 GA2472.The geoid height was determined by GEOID03.
 GA2472
 GA2472.The dynamic height is computed by dividing the NAVD 88
 GA2472.geopotential number by the normal gravity value computed on the
 GA2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2472.degrees latitude (g = 980.6199 gals.).
 GA2472
 GA2472.The modeled gravity was interpolated from observed gravity values.
 GA2472
 GA2472;                    North         East    Units  Estimated Accuracy
 GA2472;SPC TN       -   188,870.      792,690.      MT  (+/- 180 meters Scaled)
 GA2472
 GA2472                          SUPERSEDED SURVEY CONTROL
 GA2472
 GA2472  NGVD 29 (??/??/92)  268.847  (m)          882.04   (f) ADJ UNCH    1 1
 GA2472
 GA2472.Superseded values are not recommended for survey control.
 GA2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2472.See file dsdata.txt to determine how the superseded data were derived.
 GA2472
 GA2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV420895(NAD 83)
 GA2472_MARKER: DR = REFERENCE MARK DISK
 GA2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2472_STAMPING: LOVE NO 2 1960
 GA2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2472+STABILITY: SURFACE MOTION
 GA2472
 GA2472  HISTORY     - Date     Condition        Report By
 GA2472  HISTORY     - 1960     MONUMENTED       CGS
 GA2472  HISTORY     - 1967     GOOD             NGS
 GA2472
 GA2472                          STATION DESCRIPTION
 GA2472
 GA2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2472'5 MI NE FROM KNOXVILLE.
 GA2472'ABOUT 4.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2472'STATION AT KNOXVILLE, 51.7 FEET SOUTHEAST OF AND ACROSS U.S.
 GA2472'HIGHWAY 11W FROM THE STATION MARK DESCRIBED, 22 FEET SOUTHEAST OF
 GA2472'THE CENTER LINE OF U.S. HIGHWAY 11W, 2 1/2 FEET NORTHEAST OF A
 GA2472'TELEPHONE CABLE POLE AND ABOUT LEVEL WITH THE HIGHWAY, SET IN
 GA2472'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0456 ***********************************************************************
 GC0456  DESIGNATION -  LOVE RM 2
 GC0456  PID         -  GC0456
 GC0456  STATE/COUNTY-  TN/DAVIDSON
 GC0456  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0456
 GC0456                         *CURRENT SURVEY CONTROL
 GC0456  ___________________________________________________________________
 GC0456* NAD 83(1986)-  36 08 17.     (N)    086 48 55.     (W)     SCALED    
 GC0456* NAVD 88     -       216.248  (meters)     709.47   (feet)  ADJUSTED  
 GC0456  ___________________________________________________________________
 GC0456  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0456  DYNAMIC HT  -         216.062 (meters)     708.86  (feet)  COMP
 GC0456  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 GC0456
 GC0456  VERT ORDER  -  FIRST     CLASS II
 GC0456
 GC0456.The horizontal coordinates were scaled from a topographic map and have
 GC0456.an estimated accuracy of +/- 6 seconds.
 GC0456
 GC0456.The orthometric height was determined by differential leveling
 GC0456.and adjusted by the National Geodetic Survey in June 1991..
 GC0456
 GC0456.The geoid height was determined by GEOID03.
 GC0456
 GC0456.The dynamic height is computed by dividing the NAVD 88
 GC0456.geopotential number by the normal gravity value computed on the
 GC0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0456.degrees latitude (g = 980.6199 gals.).
 GC0456
 GC0456.The modeled gravity was interpolated from observed gravity values.
 GC0456
 GC0456;                    North         East    Units  Estimated Accuracy
 GC0456;SPC TN       -   200,540.      526,620.      MT  (+/- 180 meters Scaled)
 GC0456
 GC0456                          SUPERSEDED SURVEY CONTROL
 GC0456
 GC0456  NGVD 29 (??/??/92)  216.268  (m)          709.54   (f) ADJ UNCH    1 2
 GC0456
 GC0456.Superseded values are not recommended for survey control.
 GC0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0456.See file dsdata.txt to determine how the superseded data were derived.
 GC0456
 GC0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE166992(NAD 83)
 GC0456_MARKER: DR = REFERENCE MARK DISK
 GC0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0456_STAMPING: LOVE NO 2 1933
 GC0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0456+STABILITY: SURFACE MOTION
 GC0456
 GC0456  HISTORY     - Date     Condition        Report By
 GC0456  HISTORY     - 1933     MONUMENTED       CGS
 GC0456  HISTORY     - 1948     GOOD             NGS
 GC0456
 GC0456                          STATION DESCRIPTION
 GC0456
 GC0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC0456'AT NASHVILLE.
 GC0456'AT NASHVILLE, IN THE WEST PART OF THE CITY, ABOUT 4 1/2 MILES
 GC0456'SOUTHWEST OF THE CAPITOL BUILDING, ABOUT 1.0 MILE WEST OF VANDERBILT
 GC0456'UNIVERSITY, ABOUT 0.3 MILE SOUTH OF WEST END AVENUE, AT LOVE
 GC0456'CIRCLE RESERVOIR, 146.5 FEET SOUTHEAST OF THE STATION MARK, 21.5
 GC0456'FEET EAST OF THE RETAINING WALL AROUND THE RESERVOIR, ON EDGE
 GC0456'OF THE OUTSIDE CURB ON THE CIRCULAR DRIVE AROUND THE RESERVOIR,
 GC0456'204.5 FEET SOUTH-SOUTHEAST OF R.M. NO. 1 AND SET IN THE TOP OF
 GC0456'A CONCRETE POST FLUSH WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1848 ***********************************************************************
 FC1848  DESIGNATION -  LOVELL FIELD AP STA A 1964
 FC1848  PID         -  FC1848
 FC1848  STATE/COUNTY-  TN/HAMILTON
 FC1848  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1848
 FC1848                         *CURRENT SURVEY CONTROL
 FC1848  ___________________________________________________________________
 FC1848* NAD 83(1995)-  35 02 31.86074(N)    085 12 02.29707(W)     ADJUSTED  
 FC1848* NAVD 88     -       203.3    (meters)     667.     (feet)  VERTCON   
 FC1848  ___________________________________________________________________
 FC1848  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 FC1848  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1848
 FC1848  HORZ ORDER  -  SECOND
 FC1848
 FC1848.This mark is at Lovell Field Airport (CHA)
 FC1848
 FC1848.The horizontal coordinates were established by classical geodetic methods
 FC1848.and adjusted by the National Geodetic Survey in April 1999..
 FC1848
 FC1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1848
 FC1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1848
 FC1848.The geoid height was determined by GEOID03.
 FC1848
 FC1848;                    North         East     Units Scale Factor Converg.
 FC1848;SPC TN       -    78,946.106   672,937.155   MT  1.00004317   +0 28 04.7
 FC1848;SPC TN       -   259,009.02  2,207,794.65   sFT  1.00004317   +0 28 04.7
 FC1848;UTM  16      - 3,879,201.064   664,119.711   MT  0.99993197   +1 02 00.2
 FC1848
 FC1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1848!SPC TN       -   0.99997278  x   1.00004317  =   1.00001595
 FC1848!UTM  16      -   0.99997278  x   0.99993197  =   0.99990475
 FC1848
 FC1848:                Primary Azimuth Mark                     Grid Az
 FC1848:SPC TN       -  AIRPORT BCN LOVELL FIELD                 136 24 16.4
 FC1848:UTM  16      -  AIRPORT BCN LOVELL FIELD                 135 50 20.9
 FC1848
 FC1848|---------------------------------------------------------------------|
 FC1848| PID    Reference Object                     Distance      Geod. Az  |
 FC1848|                                                           dddmmss.s |
 FC1848| FC1847 AIRPORT BCN LOVELL FIELD            APPROX. 0.6 KM 1365221.1 |
 FC1848| FC1176 ARP                                 APPROX. 0.7 KM 2014843.0 |
 FC1848| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX.13.5 KM 2551501.6 |
 FC1848|---------------------------------------------------------------------|
 FC1848
 FC1848                          SUPERSEDED SURVEY CONTROL
 FC1848
 FC1848  NAD 83(1995)-  35 02 31.86192(N)    085 12 02.30112(W) AD(       ) 2
 FC1848  NAD 83(1995)-  35 02 31.85874(N)    085 12 02.30257(W) AD(       ) 2
 FC1848  NAD 83(1995)-  35 02 31.85928(N)    085 12 02.30069(W) AD(       ) 2
 FC1848  NAD 83(1986)-  35 02 31.85974(N)    085 12 02.29988(W) AD(       ) 2
 FC1848  NAD 27      -  35 02 31.59260(N)    085 12 02.46270(W) AD(       ) 2
 FC1848  NGVD 29 (07/19/86)  203.3    (m)          667.     (f) VERT ANG       
 FC1848
 FC1848.Superseded values are not recommended for survey control.
 FC1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1848.See file dsdata.txt to determine how the superseded data were derived.
 FC1848
 FC1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6412079201(NAD 83)
 FC1848_MARKER: DT = TOPOGRAPHIC STATION DISK
 FC1848_SETTING: 0 = UNSPECIFIED SETTING
 FC1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1848
 FC1848  HISTORY     - Date     Condition        Report By
 FC1848  HISTORY     - 1958     MONUMENTED       CGS
 FC1848  HISTORY     - 1964     GOOD             CGS
 FC1848  HISTORY     - 1968     GOOD             CGS
 FC1848  HISTORY     - 1972     GOOD             NGS
 FC1848
 FC1848                          STATION DESCRIPTION
 FC1848
 FC1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GDB)
 FC1848'THE STATION IS LOCATED ON LOVELL FIELD, CHATTANOOGA, TENNESSEE, AT
 FC1848'THE NORTHWEST CORNER OF RUNWAY 19.  A STANDARD TOPOGRAPHIC
 FC1848'DISK STAMPED AP 1958 STA. A CEMENTED IN A DRILL HOLE FLUSH WITH
 FC1848'RUNWAY SURFACE.
 FC1848
 FC1848                          STATION RECOVERY (1964)
 FC1848
 FC1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FC1848'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FC1848'CONDITION.  IT IS SET IN THE TOP OF A SIX INCH FIELD TILE AT THE
 FC1848'EXTREME NORTHWEST CORNER OF RUNWAY.
 FC1848
 FC1848                          STATION RECOVERY (1968)
 FC1848
 FC1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1848'THE STATION WAS RECOVERED IN GOOD CONDITION
 FC1848'WITH THE EXCEPTION THAT RUNWAY 1-19 HAS
 FC1848'BEEN REDESIGNATED 2-20.
 FC1848
 FC1848                          STATION RECOVERY (1972)
 FC1848
 FC1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1848'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FC1848'
 FC1848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1848'AT LOVELL FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1849 ***********************************************************************
 FC1849  SACS        -  This is a Secondary Airport Control Station.
 FC1849  DESIGNATION -  LOVELL FIELD AP STA A 2 1964
 FC1849  PID         -  FC1849
 FC1849  STATE/COUNTY-  TN/HAMILTON
 FC1849  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1849
 FC1849                         *CURRENT SURVEY CONTROL
 FC1849  ___________________________________________________________________
 FC1849* NAD 83(1995)-  35 02 32.03119(N)    085 12 02.98790(W)     ADJUSTED  
 FC1849* NAVD 88     -       202.60   (+/-2cm)     664.7    (feet)  VERTCON   
 FC1849  ___________________________________________________________________
 FC1849  X           -     437,382.224 (meters)                     COMP
 FC1849  Y           -  -5,209,551.005 (meters)                     COMP
 FC1849  Z           -   3,641,802.946 (meters)                     COMP
 FC1849  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 FC1849  ELLIP HEIGHT-         172.75  (meters)          (02/18/99) GPS OBS
 FC1849  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FC1849
 FC1849  HORZ ORDER  -  FIRST
 FC1849  VERT ORDER  -  THIRD ? (See Below)
 FC1849  ELLP ORDER  -  FOURTH    CLASS I
 FC1849
 FC1849.This mark is at Lovell Field Airport (CHA)
 FC1849
 FC1849.The horizontal coordinates were established by GPS observations
 FC1849.and adjusted by the National Geodetic Survey in February 1999..
 FC1849
 FC1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1849
 FC1849.GPS derived orthometric heights for airport stations designated as
 FC1849.PACS or SACS are published to 2 decimal places.  This maintains
 FC1849.centimeter relative accuracy between the PACS and SACS.  It does
 FC1849.not indicate centimeter accuracy relative to other marks which are
 FC1849.part of the NAVD 88 network.
 FC1849.The vertical order pertains to the NGVD 29 superseded value.
 FC1849
 FC1849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1849
 FC1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1849
 FC1849.The ellipsoidal height was determined by GPS observations
 FC1849.and is referenced to NAD 83.
 FC1849
 FC1849.The geoid height was determined by GEOID03.
 FC1849
 FC1849;                    North         East     Units Scale Factor Converg.
 FC1849;SPC TN       -    78,951.215   672,919.603   MT  1.00004316   +0 28 04.3
 FC1849;SPC TN       -   259,025.78  2,207,737.06   sFT  1.00004316   +0 28 04.3
 FC1849;SPC GA W     -   559,597.664   605,649.330   MT  1.00000968   -0 35 37.8
 FC1849;SPC GA W     - 1,835,946.67  1,987,034.51   sFT  1.00000968   -0 35 37.8
 FC1849;UTM  16      - 3,879,206.000   664,102.112   MT  0.99993190   +1 01 59.8
 FC1849
 FC1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1849!SPC TN       -   0.99997288  x   1.00004316  =   1.00001604
 FC1849!SPC GA W     -   0.99997288  x   1.00000968  =   0.99998256
 FC1849!UTM  16      -   0.99997288  x   0.99993190  =   0.99990479
 FC1849
 FC1849|---------------------------------------------------------------------|
 FC1849| PID    Reference Object                     Distance      Geod. Az  |
 FC1849|                                                           dddmmss.s |
 FC1849| FC1848 LOVELL FIELD AP STA A 1964           18.280 METERS 10642     |
 FC1849| FC1847 AIRPORT BCN LOVELL FIELD            APPROX. 0.6 KM 1355911.1 |
 FC1849| FC1176 ARP                                 APPROX. 0.7 KM 2001653.6 |
 FC1849|---------------------------------------------------------------------|
 FC1849
 FC1849                          SUPERSEDED SURVEY CONTROL
 FC1849
 FC1849  NAD 83(1995)-  35 02 32.03239(N)    085 12 02.99216(W) AD(       ) 1
 FC1849  NAD 83(1995)-  35 02 32.03367(N)    085 12 02.99115(W) AD(       ) 1
 FC1849  ELLIP H (05/10/94)  172.67   (m)                       GP(       ) 4 1
 FC1849  NAD 83(1995)-  35 02 32.02921(N)    085 12 02.99360(W) AD(       ) 2
 FC1849  NAD 83(1995)-  35 02 32.02975(N)    085 12 02.99173(W) AD(       ) 2
 FC1849  NAD 83(1986)-  35 02 32.03022(N)    085 12 02.99096(W) AD(       ) 2
 FC1849  NAD 27      -  35 02 31.76300(N)    085 12 03.15400(W) AD(       ) 2
 FC1849  NGVD 29 (05/10/94)  202.63   (m)          664.8    (f) LEVELING    3  
 FC1849
 FC1849.Superseded values are not recommended for survey control.
 FC1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1849.See file dsdata.txt to determine how the superseded data were derived.
 FC1849
 FC1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6410279206(NAD 83)
 FC1849_MARKER: DD = SURVEY DISK
 FC1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1849_SP_SET: CONCRETE POST
 FC1849_STAMPING: AP 1964 STA A2
 FC1849_MARK LOGO: CGS   
 FC1849_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1849+STABILITY: SURFACE MOTION
 FC1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1849+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 FC1849
 FC1849  HISTORY     - Date     Condition        Report By
 FC1849  HISTORY     - 1964     MONUMENTED       CGS
 FC1849  HISTORY     - 1964     GOOD             CGS
 FC1849  HISTORY     - 1968     GOOD             CGS
 FC1849  HISTORY     - 1972     GOOD             NGS
 FC1849  HISTORY     - 1978     GOOD             NGS
 FC1849  HISTORY     - 1982     GOOD             NGS
 FC1849  HISTORY     - 19920316 GOOD             NGS
 FC1849  HISTORY     - 19930412 GOOD
 FC1849  HISTORY     - 20050503 GOOD             NGS
 FC1849
 FC1849                          STATION DESCRIPTION
 FC1849
 FC1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 FC1849'LOCATED NEAR THE NORTH END OF CHATTANOOGA MUNICIPAL AIRPORT, 60.0 FT.
 FC1849'WEST OF AP 1958 STA. A, WHICH IS AT THE NORTHWEST CORNER OF RUNWAY
 FC1849'END 19.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA. A-2
 FC1849'CEMENTED IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FC1849
 FC1849                          STATION RECOVERY (1964)
 FC1849
 FC1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FC1849'STATION IS LOCATED AT THE LOVELL FIELD AIRPORT IN CHATTANOOGA, TN.
 FC1849'TO REACH FROM THE AIRPORT TERMINAL BUILDING PROCEED TO THE NORTH END
 FC1849'OF THE TERMINAL RAMP THENCE VIA TAXIWAYS ACROSS RUNWAY END 20 TO THE
 FC1849'WEST SIDE OF THE RUNWAY AND THE STATION.
 FC1849'STATION IS LOCATED 106.6 FT (32.5 M) SOUTHWEST OF THE WESTERNMOST
 FC1849'APPROACH LIGHT, 60.4 FT (18.4 M) SOUTHWEST OF THE WESTERNMOST
 FC1849'THRESHOLD LIGHT (SHOWS RED AND GREEN), 43.5 FT (13.3 M) SOUTH OF AN
 FC1849'EXPOSED CONCRETE MARKER LABELED VASI AND 16.0 FT (4.9 M) SOUTHWEST
 FC1849'OF THE WESTERNMOST LIGHT IN A SET WHICH EXTENDS ACROSS THE RUNWAY
 FC1849'END, SET ABOUT 0.2 FT (6.1 CM) BELOW THE SURFACE.
 FC1849'ACCESS TO THE FIELD SHOULD BE MADE IN ADVANCE. CONTACT THE AIRPORT
 FC1849'MANAGER AT PHONE NUMBER (615) 855-2200.
 FC1849
 FC1849                          STATION RECOVERY (1968)
 FC1849
 FC1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1849'THE STATION WAS RECOVERED IN GOOD CONDITION,
 FC1849'WITH THE EXCEPTION THAT RUNWAY 1-19
 FC1849'HAS BEEN REDESIGNATED 2-20.
 FC1849
 FC1849                          STATION RECOVERY (1972)
 FC1849
 FC1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1849'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FC1849'
 FC1849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1849'AT LOVELL FIELD.
 FC1849
 FC1849                          STATION RECOVERY (1978)
 FC1849
 FC1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 FC1849'LOVELL FIELD AP STA A2 IS A STANDARD C AND GS BRASS DISK STAMPED
 FC1849'AP 1964 STA A2 LOCATED NEAR THE NORTH END OF RWY (20) AT LOVELL
 FC1849'FIELD.  THE MARK IS LOCATED 106.6 FT. SW OF THE WESTERN MOST FIRST
 FC1849'APPROACH LT., 60.4 FT. NW OF THE WEST EDGE OF RWY (20), 52.9
 FC1849'FT. SW OF THE WESTERN MOST THRESHOLD LT., 43.5 FT. SOUTH OF AN
 FC1849'EXPOSED CONCRETE CAP LABLED VASI P, 16.0 FT. SW OF THE WESTERN
 FC1849'MOST LT. ON THE ALS BAR.  THE MARK IS APPROX. 0.2 FT. BELOW THE
 FC1849'SURFACE OF THE GROUND.
 FC1849'
 FC1849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1849'AT CHATTANOOGA.
 FC1849
 FC1849                          STATION RECOVERY (1982)
 FC1849
 FC1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 FC1849'RECOVERED AS DESCRIBED.
 FC1849'
 FC1849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOVELL FIELD.
 FC1849
 FC1849                          STATION RECOVERY (1992)
 FC1849
 FC1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FC1849'LOVELL FIELD AP STA A2 IS A STANDARD CGS BRASS DISK STAMPED AP 1964
 FC1849'STA A2 LOCATED NEAR THE NORTH END OF RUNWAY 20 AT LOVELL FIELD.  THE
 FC1849'MARK IS LOCATED 106.6 FT (32.5 M) SOUTHWEST OF THE WESTERNMOST FIRST
 FC1849'APPROACH LIGHT, 60.4 FT (18.4 M) NORTHWEST OF THE WEST EDGE OF RUNWAY
 FC1849'20, 52.9 FT (16.1 M) SOUTHWEST OF THE WESTERNMOST THRESHOLD LIGHT,
 FC1849'43.5 FT (13.3 M) SOUTH OF AN EXPOSED CONCRETE CAP LABELED VASI P, 16.0
 FC1849'FT (4.9 M) SOUTHWEST OF THE WESTERNMOST LIGHT ON THE ALS BAR. THE MARK
 FC1849'IS APPROXIMATELY 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
 FC1849
 FC1849                          STATION RECOVERY (1993)
 FC1849
 FC1849'RECOVERED 1993
 FC1849'RECOVERED IN GOOD CONDITION.
 FC1849
 FC1849                          STATION RECOVERY (2005)
 FC1849
 FC1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (LJL)
 FC1849'WITH THE EXPANSION OF THE RUNWAY SAFETY AREA, THE MONUMENT IS NOW TOO
 FC1849'CLOSE TO THE RUNWAY FOR USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1851 ***********************************************************************
 FC1851  SACS        -  This is a Secondary Airport Control Station.
 FC1851  DESIGNATION -  LOVELL FIELD AP STA B 2 1964
 FC1851  PID         -  FC1851
 FC1851  STATE/COUNTY-  TN/HAMILTON
 FC1851  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1851
 FC1851                         *CURRENT SURVEY CONTROL
 FC1851  ___________________________________________________________________
 FC1851* NAD 83(1995)-  35 01 33.28714(N)    085 12 24.40854(W)     ADJUSTED  
 FC1851* NAVD 88     -       205.69   (+/-2cm)     674.8    (feet)  VERTCON   
 FC1851  ___________________________________________________________________
 FC1851  X           -     436,928.260 (meters)                     COMP
 FC1851  Y           -  -5,210,634.534 (meters)                     COMP
 FC1851  Z           -   3,640,322.362 (meters)                     COMP
 FC1851  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FC1851  ELLIP HEIGHT-         175.82  (meters)          (02/18/99) GPS OBS
 FC1851  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FC1851
 FC1851  HORZ ORDER  -  FIRST
 FC1851  VERT ORDER  -  THIRD ? (See Below)
 FC1851  ELLP ORDER  -  FOURTH    CLASS I
 FC1851
 FC1851.This mark is at Lovell Field Airport (CHA)
 FC1851
 FC1851.The horizontal coordinates were established by GPS observations
 FC1851.and adjusted by the National Geodetic Survey in February 1999..
 FC1851
 FC1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1851
 FC1851.GPS derived orthometric heights for airport stations designated as
 FC1851.PACS or SACS are published to 2 decimal places.  This maintains
 FC1851.centimeter relative accuracy between the PACS and SACS.  It does
 FC1851.not indicate centimeter accuracy relative to other marks which are
 FC1851.part of the NAVD 88 network.
 FC1851.The vertical order pertains to the NGVD 29 superseded value.
 FC1851
 FC1851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1851
 FC1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1851
 FC1851.The ellipsoidal height was determined by GPS observations
 FC1851.and is referenced to NAD 83.
 FC1851
 FC1851.The geoid height was determined by GEOID03.
 FC1851
 FC1851;                    North         East     Units Scale Factor Converg.
 FC1851;SPC TN       -    77,136.461   672,391.369   MT  1.00004710   +0 27 51.8
 FC1851;SPC TN       -   253,071.87  2,206,004.02   sFT  1.00004710   +0 27 51.8
 FC1851;SPC GA W     -   557,793.071   605,087.585   MT  1.00001099   -0 35 49.3
 FC1851;SPC GA W     - 1,830,026.10  1,985,191.52   sFT  1.00001099   -0 35 49.3
 FC1851;UTM  16      - 3,877,386.331   663,591.865   MT  0.99992984   +1 01 46.0
 FC1851
 FC1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1851!SPC TN       -   0.99997240  x   1.00004710  =   1.00001950
 FC1851!SPC GA W     -   0.99997240  x   1.00001099  =   0.99998339
 FC1851!UTM  16      -   0.99997240  x   0.99992984  =   0.99990224
 FC1851
 FC1851                          SUPERSEDED SURVEY CONTROL
 FC1851
 FC1851  NAD 83(1995)-  35 01 33.28943(N)    085 12 24.41148(W) AD(       ) 1
 FC1851  NAD 83(1995)-  35 01 33.28964(N)    085 12 24.41188(W) AD(       ) 1
 FC1851  ELLIP H (05/10/94)  175.74   (m)                       GP(       ) 4 1
 FC1851  NAD 83(1995)-  35 01 33.28634(N)    085 12 24.41352(W) AD(       ) 2
 FC1851  NAD 83(1995)-  35 01 33.28687(N)    085 12 24.41166(W) AD(       ) 2
 FC1851  NAD 83(1986)-  35 01 33.28731(N)    085 12 24.41085(W) AD(       ) 2
 FC1851  NAD 27      -  35 01 33.01900(N)    085 12 24.57300(W) AD(       ) 2
 FC1851  NGVD 29 (05/10/94)  205.71   (m)          674.9    (f) LEVELING    3  
 FC1851
 FC1851.Superseded values are not recommended for survey control.
 FC1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1851.See file dsdata.txt to determine how the superseded data were derived.
 FC1851
 FC1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6359277386(NAD 83)
 FC1851_MARKER: DD = SURVEY DISK
 FC1851_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FC1851_SP_SET: CONCRETE POST
 FC1851_STAMPING: AP 1964 STA B2
 FC1851_MARK LOGO: CGS   
 FC1851_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FC1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1851+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 FC1851
 FC1851  HISTORY     - Date     Condition        Report By
 FC1851  HISTORY     - 1964     MONUMENTED       CGS
 FC1851  HISTORY     - 1964     GOOD             CGS
 FC1851  HISTORY     - 1968     GOOD             CGS
 FC1851  HISTORY     - 1972     GOOD             NGS
 FC1851  HISTORY     - 1978     GOOD             NGS
 FC1851  HISTORY     - 1982     GOOD             NGS
 FC1851  HISTORY     - 19920316 GOOD             NGS
 FC1851  HISTORY     - 19930412 GOOD
 FC1851  HISTORY     - 20050503 GOOD             NGS
 FC1851
 FC1851                          STATION DESCRIPTION
 FC1851
 FC1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 FC1851'LOCATED NEAR THE SOUTH END OF CHATTANOOGA MUNICIPAL AIRPORT, 60.0 FT.
 FC1851'WEST OF AP 1958 STA. B, WHICH IS AT THE SOUTHWEST CORNER OF RUNWAY
 FC1851'END 1.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA. B-2 CEMENTED
 FC1851'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FC1851
 FC1851                          STATION RECOVERY (1964)
 FC1851
 FC1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FC1851'STATION IS LOCATED AT THE LOVELL FIELD AIRPORT IN CHATTANOOGA, TN.
 FC1851'TO REACH FROM THE AIRPORT TERMINAL BUILDING PROCEED TO THE WEST EDGE
 FC1851'OF THE RAMP THEN TO THE TAXIWAY RUNNING PARALLEL TO RUNWAY 2-20. TURN
 FC1851'SOUTHWEST ONTO THE TAXIWAY AND DRIVE SOUTHWEST TO THE SECOND TAXIWAY
 FC1851'FROM RUNWAY END 2 (ABOUT 0.6 MI (1.0 KM) FROM THE INTERSECTION OF THE
 FC1851'RUNWAYS)TAKE THE TAXIWAY ACROSS THE RUNWAY TO THE STATION ON THE WEST
 FC1851'SIDE OF THE RUNWAY ABOUT ON RANGE WITH THE SOUTH EDGE OF THE TAXIWAY.
 FC1851'STATION IS LOCATED 1210.0 FT (368.8 M) NORTH OF RUNWAY END 2, 159.0 FT
 FC1851'(48.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT (WHITE LENS) NORTH OF
 FC1851'THE CONNECTING TAXIWAY, 69.6 FT (21.2 M) NORTH OF THE RUNWAY LIGHT
 FC1851'SOUTH OF THE SAME TAXIWAY, AND 76.2 FT (23.2 M) SOUTHEAST OF A RED
 FC1851'AND WHITE WOODEN POST ALONGSIDE A GRAVEL ROAD WEST OF THE RUNWAY (THE
 FC1851'GRAVEL ROAD RUNS PARALLEL TO THE RUNWAY).
 FC1851'ACCESS TO THE FIELD SHOULD BE MADE IN ADVANCE. CONTACT THE AIRPORT
 FC1851'MANAGER AT PHONE NUMBER (615) 855-2200.
 FC1851
 FC1851                          STATION RECOVERY (1968)
 FC1851
 FC1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 FC1851'THE STATION WAS RECOVERED IN GOOD CONDITION,
 FC1851'WITH THE EXCEPTION THAT RUNWAY 1-19
 FC1851'HAS BEEN REDESIGNATED 2-20.
 FC1851
 FC1851                          STATION RECOVERY (1972)
 FC1851
 FC1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 FC1851'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FC1851'
 FC1851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1851'AT LOVELL FIELD.
 FC1851
 FC1851                          STATION RECOVERY (1978)
 FC1851
 FC1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 FC1851'LOVELL FIELD AP STA B2 IS A STANDARD C AND GS BRASS DISK STAMPED
 FC1851'AP 1964 STA B2 SET IN CONCRETE FLUSH WITH THE GROUND LOCATED
 FC1851'APPROX. 1206.5 FT. NORTH OF RWY END (02) AT LOVELL FIELD.  THE
 FC1851'MARK IS LOCATED 159.0 FT. SW OF THE FIRST RWY LIGHT (ON THE WEST
 FC1851'EDGE OF THE RWY) NORTH OF THE FIRST NORMAL TAXIWAY NORTH OF RWY
 FC1851'END (02), 69.6 FT. NORTH OF THE FIRST RWY LIGHT SOUTH, AND 76.2
 FC1851'FT. SE OF A RED AND WHITE WOODEN POST ALONG A GRAVEL ROAD.  THE
 FC1851'MARK IS APPROX. ON RANGE WITH THE SOUTH EDGE OF THE FIRST
 FC1851'TAXIWAY NORTH OF RWY END (02).
 FC1851'
 FC1851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1851'AT CHATTANOOGA.
 FC1851
 FC1851                          STATION RECOVERY (1982)
 FC1851
 FC1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 FC1851'RECOVERED AS DESCRIBED.
 FC1851'
 FC1851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOVELL FIELD.
 FC1851
 FC1851                          STATION RECOVERY (1992)
 FC1851
 FC1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FC1851'LOVELL FIELD AP STA B2 IS A STANDARD CGS BRASS DISK STAMPED AP 1964
 FC1851'STA B2 SET IN CONCRETE FLUSH WITH THE GROUND LOCATED APPROXIMATELY
 FC1851'1206.5 FT (367.7 M) NORTH OF RUNWAY END 02 AT LOVELL FIELD.  THE MARK
 FC1851'IS LOCATED 159.0 FT (48.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT (ON
 FC1851'THE WEST EDGE OF THE RUNWAY) NORTH OF THE FIRST NORMAL TAXIWAY NORTH
 FC1851'OF RUNWAY END 02, 69.6 FT (21.2 M) NORTH OF THE FIRST RUNWAY LIGHT
 FC1851'SOUTH, AND 76.2 FT (23.2 M) SOUTHEAST OF A RED-AND-WHITE WOODEN POST
 FC1851'ALONG A GRAVEL ROAD.  THE MARK IS APPROXIMATELY ON RANGE WITH THE
 FC1851'SOUTH EDGE OF THE FIRST TAXIWAY NORTH OF RUNWAY END 02.
 FC1851
 FC1851                          STATION RECOVERY (1993)
 FC1851
 FC1851'RECOVERED 1993
 FC1851'RECOVERED IN GOOD CONDITION.
 FC1851
 FC1851                          STATION RECOVERY (2005)
 FC1851
 FC1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (LJL)
 FC1851'THE MARK IS WITHIN THE CRITICAL AREA OF THE ENDFIRE GLIDESLOPE SERVING
 FC1851'RUNWAY 2 AND IS NO LONGER AVAILABLE FOR SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1999 ***********************************************************************
 FB1999  DESIGNATION -  LR 15
 FB1999  PID         -  FB1999
 FB1999  STATE/COUNTY-  TN/BLOUNT
 FB1999  USGS QUAD   -  WILDWOOD (1988)
 FB1999
 FB1999                         *CURRENT SURVEY CONTROL
 FB1999  ___________________________________________________________________
 FB1999* NAD 83(1986)-  35 45 56.     (N)    083 51 21.     (W)     SCALED    
 FB1999* NAVD 88     -       272.63   (+/-2cm)     894.5    (feet)  VERTCON   
 FB1999  ___________________________________________________________________
 FB1999  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FB1999
 FB1999  VERT ORDER  -  ? (See Below)
 FB1999
 FB1999.The horizontal coordinates were scaled from a topographic map and have
 FB1999.an estimated accuracy of +/- 6 seconds.
 FB1999
 FB1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1999.The vertical order pertains to the NGVD 29 superseded value.
 FB1999
 FB1999.The geoid height was determined by GEOID03.
 FB1999
 FB1999;                    North         East    Units  Estimated Accuracy
 FB1999;SPC TN       -   161,030.      793,870.      MT  (+/- 180 meters Scaled)
 FB1999
 FB1999                          SUPERSEDED SURVEY CONTROL
 FB1999
 FB1999  NGVD 29 (??/??/92)  272.751  (m)          894.85   (f) ADJ UNCH    ?  
 FB1999
 FB1999.Superseded values are not recommended for survey control.
 FB1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1999.See file dsdata.txt to determine how the superseded data were derived.
 FB1999
 FB1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV418617(NAD 83)
 FB1999_MARKER: X = CHISELED CROSS
 FB1999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1999_SP_SET: BRIDGE
 FB1999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1999
 FB1999  HISTORY     - Date     Condition        Report By
 FB1999  HISTORY     - UNK      MONUMENTED       DOD
 FB1999  HISTORY     - 1938     GOOD             TVA
 FB1999
 FB1999                          STATION DESCRIPTION
 FB1999
 FB1999'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1999'6.4 MI E FROM MARYVILLE.
 FB1999'6.4 MILES EAST ALONG STATE HIGHWAY 73 FROM THE INTERSECTION OF
 FB1999'U.S. HIGHWAY 129 AT MARYVILLE, AT THE EAST END OF A CONCRETE
 FB1999'BRIDGE OVER LITTLE RIVER, AT THE END OF THE UPSTREAM GUARDRAIL,
 FB1999'AND ON THE BRIDGE FLOOR.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1989 ***********************************************************************
 FB1989  DESIGNATION -  LR 16
 FB1989  PID         -  FB1989
 FB1989  STATE/COUNTY-  TN/BLOUNT
 FB1989  USGS QUAD   -  WILDWOOD (1988)
 FB1989
 FB1989                         *CURRENT SURVEY CONTROL
 FB1989  ___________________________________________________________________
 FB1989* NAD 83(1986)-  35 45 25.     (N)    083 50 34.     (W)     SCALED    
 FB1989* NAVD 88     -       273.67   (+/-2cm)     897.9    (feet)  VERTCON   
 FB1989  ___________________________________________________________________
 FB1989  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FB1989
 FB1989  VERT ORDER  -  ? (See Below)
 FB1989
 FB1989.The horizontal coordinates were scaled from a topographic map and have
 FB1989.an estimated accuracy of +/- 6 seconds.
 FB1989
 FB1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1989.The vertical order pertains to the NGVD 29 superseded value.
 FB1989
 FB1989.The geoid height was determined by GEOID03.
 FB1989
 FB1989;                    North         East    Units  Estimated Accuracy
 FB1989;SPC TN       -   160,100.      795,070.      MT  (+/- 180 meters Scaled)
 FB1989
 FB1989                          SUPERSEDED SURVEY CONTROL
 FB1989
 FB1989  NGVD 29 (??/??/92)  273.786  (m)          898.25   (f) ADJ UNCH    ?  
 FB1989
 FB1989.Superseded values are not recommended for survey control.
 FB1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1989.See file dsdata.txt to determine how the superseded data were derived.
 FB1989
 FB1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV429607(NAD 83)
 FB1989_MARKER: Q = CHISELED SQUARE
 FB1989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1989_SP_SET: CULVERT
 FB1989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1989
 FB1989  HISTORY     - Date     Condition        Report By
 FB1989  HISTORY     - UNK      MONUMENTED       DOD
 FB1989  HISTORY     - 1938     GOOD             TVA
 FB1989  HISTORY     - 20050215 GOOD             CAS
 FB1989
 FB1989                          STATION DESCRIPTION
 FB1989
 FB1989'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1989'7.4 MI E FROM MARYVILLE.
 FB1989'7.4 MILES EAST ALONG STATE HIGHWAY 73 FROM MARYVILLE, 1 MILE
 FB1989'UPSTREAM (SOUTHWEST) ALONG LITTLE RIVER FROM THE CONCRETE HIGHWAY
 FB1989'BRIDGE, AT RIVER MILE 21.60, 800 FEET DOWNSTREAM FROM A BARN,
 FB1989'AND ON THE EAST END OF A CONCRETE CULVERT.  A CHISELED CROSS IN
 FB1989'A CIRCLE.
 FB1989
 FB1989                          STATION RECOVERY (2005)
 FB1989
 FB1989'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FB1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2025 ***********************************************************************
 FB2025  DESIGNATION -  LR 17
 FB2025  PID         -  FB2025
 FB2025  STATE/COUNTY-  TN/BLOUNT
 FB2025  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2025
 FB2025                         *CURRENT SURVEY CONTROL
 FB2025  ___________________________________________________________________
 FB2025* NAD 83(1986)-  35 44 47.     (N)    083 49 54.     (W)     SCALED    
 FB2025* NAVD 88     -       279.43   (+/-2cm)     916.8    (feet)  VERTCON   
 FB2025  ___________________________________________________________________
 FB2025  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB2025
 FB2025  VERT ORDER  -  ? (See Below)
 FB2025
 FB2025.The horizontal coordinates were scaled from a topographic map and have
 FB2025.an estimated accuracy of +/- 6 seconds.
 FB2025
 FB2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2025.The vertical order pertains to the NGVD 29 superseded value.
 FB2025
 FB2025.The geoid height was determined by GEOID03.
 FB2025
 FB2025;                    North         East    Units  Estimated Accuracy
 FB2025;SPC TN       -   158,950.      796,100.      MT  (+/- 180 meters Scaled)
 FB2025
 FB2025                          SUPERSEDED SURVEY CONTROL
 FB2025
 FB2025  NGVD 29 (??/??/92)  279.545  (m)          917.14   (f) ADJ UNCH    ?  
 FB2025
 FB2025.Superseded values are not recommended for survey control.
 FB2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2025.See file dsdata.txt to determine how the superseded data were derived.
 FB2025
 FB2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV439595(NAD 83)
 FB2025_MARKER: O = CHISELED CIRCLE
 FB2025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2025_SP_SET: BRIDGE
 FB2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2025
 FB2025  HISTORY     - Date     Condition        Report By
 FB2025  HISTORY     - UNK      MONUMENTED       DOD
 FB2025  HISTORY     - 1938     GOOD             TVA
 FB2025
 FB2025                          STATION DESCRIPTION
 FB2025
 FB2025'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2025'1.6 MI NW FROM WALLAND.
 FB2025'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM WALLAND, AT
 FB2025'WALKER CHAPEL CHURCH, AT MILE 22.60 LITTLE RIVER, AT THE
 FB2025'FIRST BRIDGE FROM SUNSHINE BRIDGE, AND ON THE TOP OF THE
 FB2025'DOWNSTREAM GUARDRAIL.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2028 ***********************************************************************
 FB2028  DESIGNATION -  LR 18
 FB2028  PID         -  FB2028
 FB2028  STATE/COUNTY-  TN/BLOUNT
 FB2028  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2028
 FB2028                         *CURRENT SURVEY CONTROL
 FB2028  ___________________________________________________________________
 FB2028* NAD 83(1986)-  35 44 06.     (N)    083 49 10.     (W)     SCALED    
 FB2028* NAVD 88     -       286.15   (+/-2cm)     938.8    (feet)  VERTCON   
 FB2028  ___________________________________________________________________
 FB2028  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FB2028
 FB2028  VERT ORDER  -  ? (See Below)
 FB2028
 FB2028.The horizontal coordinates were scaled from a topographic map and have
 FB2028.an estimated accuracy of +/- 6 seconds.
 FB2028
 FB2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2028.The vertical order pertains to the NGVD 29 superseded value.
 FB2028
 FB2028.The geoid height was determined by GEOID03.
 FB2028
 FB2028;                    North         East    Units  Estimated Accuracy
 FB2028;SPC TN       -   157,710.      797,240.      MT  (+/- 180 meters Scaled)
 FB2028
 FB2028                          SUPERSEDED SURVEY CONTROL
 FB2028
 FB2028  NGVD 29 (??/??/92)  286.264  (m)          939.18   (f) ADJ UNCH    ?  
 FB2028
 FB2028.Superseded values are not recommended for survey control.
 FB2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2028.See file dsdata.txt to determine how the superseded data were derived.
 FB2028
 FB2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV450582(NAD 83)
 FB2028_MARKER: O = CHISELED CIRCLE
 FB2028_SETTING: 80 = SET IN A BOULDER
 FB2028_SP_SET: ROCK LEDGE
 FB2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2028+STABILITY: SURFACE MOTION
 FB2028
 FB2028  HISTORY     - Date     Condition        Report By
 FB2028  HISTORY     - UNK      MONUMENTED       DOD
 FB2028  HISTORY     - 1938     GOOD             TVA
 FB2028
 FB2028                          STATION DESCRIPTION
 FB2028
 FB2028'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2028'0.5 MI NW FROM WALLAND.
 FB2028'1/2 MILE NORTHWEST ALONG STATE HIGHWAY 73 FROM WALLAND, AT
 FB2028'MILEAGE 23.55 LITTLE RIVER, 800 FEET FROM THE ENGLAND, WALTON
 FB2028'AND CO. POWER PLANT, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 FB2028'HIGHWAY, AND ON A ROCK LEDGE.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2037 ***********************************************************************
 FB2037  DESIGNATION -  LR 24
 FB2037  PID         -  FB2037
 FB2037  STATE/COUNTY-  TN/BLOUNT
 FB2037  USGS QUAD   -  KINZEL SPRINGS (1978)
 FB2037
 FB2037                         *CURRENT SURVEY CONTROL
 FB2037  ___________________________________________________________________
 FB2037* NAD 83(1986)-  35 41 02.     (N)    083 47 32.     (W)     SCALED    
 FB2037* NAVD 88     -       308.07   (+/-2cm)    1010.7    (feet)  VERTCON   
 FB2037  ___________________________________________________________________
 FB2037  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB2037
 FB2037  VERT ORDER  -  ? (See Below)
 FB2037
 FB2037.The horizontal coordinates were scaled from a topographic map and have
 FB2037.an estimated accuracy of +/- 6 seconds.
 FB2037
 FB2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2037.The vertical order pertains to the NGVD 29 superseded value.
 FB2037
 FB2037.The geoid height was determined by GEOID03.
 FB2037
 FB2037;                    North         East    Units  Estimated Accuracy
 FB2037;SPC TN       -   152,100.      799,830.      MT  (+/- 180 meters Scaled)
 FB2037
 FB2037                          SUPERSEDED SURVEY CONTROL
 FB2037
 FB2037  NGVD 29 (??/??/92)  308.172  (m)         1011.06   (f) ADJ UNCH    ?  
 FB2037
 FB2037.Superseded values are not recommended for survey control.
 FB2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2037.See file dsdata.txt to determine how the superseded data were derived.
 FB2037
 FB2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV473524(NAD 83)
 FB2037_MARKER: X = CHISELED CROSS
 FB2037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB2037_SP_SET: BRIDGE
 FB2037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2037
 FB2037  HISTORY     - Date     Condition        Report By
 FB2037  HISTORY     - UNK      MONUMENTED       DOD
 FB2037  HISTORY     - 1938     GOOD             TVA
 FB2037
 FB2037                          STATION DESCRIPTION
 FB2037
 FB2037'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB2037'AT KINZEL SPRINGS.
 FB2037'AT THE SOUTH EDGE OF KINZEL SPRINGS, AT MILE 29.40, LITTLE
 FB2037'RIVER, ON THE LEFT BANK OF THE RIVER, AT THE STATE HIGHWAY 73
 FB2037'BRIDGE, 135 FEET NORTH OF THE BRIDGE VIEW DINETTE, 100 FEET
 FB2037'NORTH OF THE ABANDONED ROADBED OF THE LITTLE RIVER RAILROAD, 10
 FB2037'FEET NORTH OF A RAILROAD SIGNPOST, AND ON THE SOUTHWEST ABUTMENT
 FB2037'OF THE BRIDGE.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3030 ***********************************************************************
 GA3030  DESIGNATION -  LTI
 GA3030  PID         -  GA3030
 GA3030  STATE/COUNTY-  TN/CLAIBORNE
 GA3030  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3030
 GA3030                         *CURRENT SURVEY CONTROL
 GA3030  ___________________________________________________________________
 GA3030* NAD 83(1995)-  36 35 35.02573(N)    083 39 45.17266(W)     ADJUSTED  
 GA3030* NAVD 88     -       444.368  (meters)    1457.90   (feet)  ADJUSTED  
 GA3030  ___________________________________________________________________
 GA3030  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 GA3030  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA3030  DYNAMIC HT  -         443.980 (meters)    1456.62  (feet)  COMP
 GA3030  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 GA3030
 GA3030  HORZ ORDER  -  SECOND
 GA3030  VERT ORDER  -  SECOND    CLASS 0
 GA3030
 GA3030.The horizontal coordinates were established by classical geodetic methods
 GA3030.and adjusted by the National Geodetic Survey in April 1999..
 GA3030
 GA3030.The orthometric height was determined by differential leveling
 GA3030.and adjusted by the National Geodetic Survey in June 1991..
 GA3030
 GA3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3030
 GA3030.The geoid height was determined by GEOID03.
 GA3030
 GA3030.The dynamic height is computed by dividing the NAVD 88
 GA3030.geopotential number by the normal gravity value computed on the
 GA3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3030.degrees latitude (g = 980.6199 gals.).
 GA3030
 GA3030.The modeled gravity was interpolated from observed gravity values.
 GA3030
 GA3030;                    North         East     Units Scale Factor Converg.
 GA3030;SPC TN       -   253,221.173   809,151.676   MT  1.00003604   +1 22 06.4
 GA3030;SPC TN       -   830,776.47  2,654,691.79   sFT  1.00003604   +1 22 06.4
 GA3030;UTM  17      - 4,053,031.530   261,815.453   MT  1.00029900   -1 35 16.7
 GA3030
 GA3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3030!SPC TN       -   0.99993505  x   1.00003604  =   0.99997109
 GA3030!UTM  17      -   0.99993505  x   1.00029900  =   1.00023404
 GA3030
 GA3030|---------------------------------------------------------------------|
 GA3030| PID    Reference Object                     Distance      Geod. Az  |
 GA3030|                                                           dddmmss.s |
 GA3030| GA3031 LTI RM 2                              6.782 METERS 12520     |
 GA3030| GA3029 LTI RM 1                              6.527 METERS 31005     |
 GA3030| GA3024 PASS                                APPROX. 0.7 KM 3122821.8 |
 GA3030|---------------------------------------------------------------------|
 GA3030
 GA3030                          SUPERSEDED SURVEY CONTROL
 GA3030
 GA3030  NAD 83(1995)-  36 35 35.02578(N)    083 39 45.17284(W) AD(       ) 2
 GA3030  NAD 83(1995)-  36 35 35.01921(N)    083 39 45.16580(W) AD(       ) 2
 GA3030  NAD 83(1995)-  36 35 35.03485(N)    083 39 45.17357(W) AD(       ) 2
 GA3030  NAD 83(1986)-  36 35 35.03488(N)    083 39 45.17366(W) AD(       ) 2
 GA3030  NAD 27      -  36 35 34.75005(N)    083 39 45.48554(W) AD(       ) 2
 GA3030  NGVD 29 (??/??/92)  444.507  (m)         1458.35   (f) ADJ UNCH    2 0
 GA3030
 GA3030.Superseded values are not recommended for survey control.
 GA3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3030.See file dsdata.txt to determine how the superseded data were derived.
 GA3030
 GA3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6181553032(NAD 83)
 GA3030_MARKER: DS = TRIANGULATION STATION DISK
 GA3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3030_STAMPING: LTI 1963
 GA3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3030+STABILITY: SURFACE MOTION
 GA3030
 GA3030  HISTORY     - Date     Condition        Report By
 GA3030  HISTORY     - 1963     MONUMENTED       TNHD
 GA3030  HISTORY     - 1963     GOOD             TNHD
 GA3030  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 GA3030
 GA3030                          STATION DESCRIPTION
 GA3030
 GA3030'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3030'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF CUMBERLAND GAP ON
 GA3030'THE PROPERTY OF W.  B.
 GA3030'ALLEN AND J.  D.  HOWARD, OWNERS OF THE LITTLE TUNNEL INN.
 GA3030'
 GA3030'TO REACH THE STATION FROM THE POST OFFICE IN CUMBERLAND GAP, GO
 GA3030'SOUTHEASTERLY ON U.  S.
 GA3030'HIGHWAY 25E FOR 0.9 MILE TO THE LITTLE TUNNEL INN AND THE
 GA3030'STATION ON THE LEFT.
 GA3030'
 GA3030'THE STATION IS 48 FEET SOUTHEAST OF TELEPHONE POLE NO. 2020, 40 FEET
 GA3030'NORTHEAST OF THE
 GA3030'APPROXIMATE CENTER OF U.  S.  HIGHWAY 25E, 32 FEET SOUTH OF AN
 GA3030'18-INCH OAK TREE AND 27
 GA3030'FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GA3030'BRICK BUILDING.  THE SURFACE AND
 GA3030'UNDERGROUND MARKS ARE STANDARD
 GA3030'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 GA3030'LTI 1963.  THE
 GA3030'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA3030'DISK IS SET IN A
 GA3030'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3030'
 GA3030'REFERENCE MARK NO. 1 IS 38 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GA3030'OF U. S.  HIGHWAY 25E, 30
 GA3030'FEET WEST OF AN 18-INCH OAK TREE AND 30 FEET
 GA3030'SOUTHEAST OF TELEPHONE POLE NO.
 GA3030'2020.  IT IS A STANDARD TENNESSEE
 GA3030'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3030'FLUSH, CONCRETE
 GA3030'MONUMENT AND THE DISK IS STAMPED LTI RM-1 1963.
 GA3030'
 GA3030'REFERENCE MARK NO. 2 IS 45 FEET NORTH OF AN 18-INCH OAK TREE, 43 FEET
 GA3030'NORTHEAST OF THE APPROXIMATE
 GA3030'CENTER OF U.S.  HIGHWAY 25E AND 7 FEET WEST OF THE
 GA3030'NORTHWEST CORNER OF A BRICK BUILDING.
 GA3030'IT IS A STANDARD TENNESSEE
 GA3030'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3030'MONUMENT AND THE DISK IS STAMPED LTI RM-2 1963.
 GA3030'
 GA3030'TRAVERSE STATION PASS WILL SERVE AS AN AZIMUTH MARK.
 GA3030'
 GA3030'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3030
 GA3030                          STATION RECOVERY (1963)
 GA3030
 GA3030'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA3030'1 MI SE FROM CUMBERLAND GAP.
 GA3030'FROM THE POST OFFICE IN CUMBERLAND GAP, GO SOUTHEASTERLY ON
 GA3030'U.S. HIGHWAY 25E FOR 0.9 MILE TO THE LITTLE TUNNEL INN AND THE
 GA3030'STATION ON THE LEFT.  THE STATION IS 48 FEET SOUTHEAST OF A
 GA3030'TELEPHONE POLE NO. 2020, 40 FEET NORTHEAST OF THE APPROXIMATE
 GA3030'CENTER OF U.S. HIGHWAY 25E, 32 FEET SOUTH OF AN 18-INCH OAK TREE
 GA3030'AND 27 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING.
 GA3030'THE MARK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA3030'FLUSH WITH THE GROUND.
 GA3030
 GA3030                          STATION RECOVERY (1975)
 GA3030
 GA3030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GA3030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3029 ***********************************************************************
 GA3029  DESIGNATION -  LTI RM 1
 GA3029  PID         -  GA3029
 GA3029  STATE/COUNTY-  TN/CLAIBORNE
 GA3029  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3029
 GA3029                         *CURRENT SURVEY CONTROL
 GA3029  ___________________________________________________________________
 GA3029* NAD 83(1986)-  36 35 35.     (N)    083 39 44.     (W)     SCALED    
 GA3029* NAVD 88     -       443.741  (meters)    1455.84   (feet)  ADJUSTED  
 GA3029  ___________________________________________________________________
 GA3029  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA3029  DYNAMIC HT  -         443.353 (meters)    1454.57  (feet)  COMP
 GA3029  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 GA3029
 GA3029  VERT ORDER  -  SECOND    CLASS 0
 GA3029
 GA3029.The horizontal coordinates were scaled from a topographic map and have
 GA3029.an estimated accuracy of +/- 6 seconds.
 GA3029
 GA3029.The orthometric height was determined by differential leveling
 GA3029.and adjusted by the National Geodetic Survey in June 1991..
 GA3029
 GA3029.The geoid height was determined by GEOID03.
 GA3029
 GA3029.The dynamic height is computed by dividing the NAVD 88
 GA3029.geopotential number by the normal gravity value computed on the
 GA3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3029.degrees latitude (g = 980.6199 gals.).
 GA3029
 GA3029.The modeled gravity was interpolated from observed gravity values.
 GA3029
 GA3029;                    North         East    Units  Estimated Accuracy
 GA3029;SPC TN       -   253,220.      809,180.      MT  (+/- 180 meters Scaled)
 GA3029
 GA3029                          SUPERSEDED SURVEY CONTROL
 GA3029
 GA3029  NGVD 29 (??/??/92)  443.880  (m)         1456.30   (f) ADJ UNCH    2 0
 GA3029
 GA3029.Superseded values are not recommended for survey control.
 GA3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3029.See file dsdata.txt to determine how the superseded data were derived.
 GA3029
 GA3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA618530(NAD 83)
 GA3029_MARKER: DR = REFERENCE MARK DISK
 GA3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3029_STAMPING: LTI RM-1 1963
 GA3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3029+STABILITY: SURFACE MOTION
 GA3029
 GA3029  HISTORY     - Date     Condition        Report By
 GA3029  HISTORY     - 1963     MONUMENTED       TNHD
 GA3029
 GA3029                          STATION DESCRIPTION
 GA3029
 GA3029'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3029'1 MI SE FROM CUMBERLAND GAP.
 GA3029'THIS MARK IS LOCATED AT THE LTI 1963 STATION SITE, 38 FEET
 GA3029'NORTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25E, 30 FEET
 GA3029'WEST OF AN 18-INCH OAK TREE AND 30 FEET SOUTHEAST OF TELEPHONE POLE
 GA3029'NO. 2020.  THE MARK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GA3029'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3031 ***********************************************************************
 GA3031  DESIGNATION -  LTI RM 2
 GA3031  PID         -  GA3031
 GA3031  STATE/COUNTY-  TN/CLAIBORNE
 GA3031  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3031
 GA3031                         *CURRENT SURVEY CONTROL
 GA3031  ___________________________________________________________________
 GA3031* NAD 83(1986)-  36 35 35.     (N)    083 39 44.     (W)     SCALED    
 GA3031* NAVD 88     -       444.479  (meters)    1458.26   (feet)  ADJUSTED  
 GA3031  ___________________________________________________________________
 GA3031  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA3031  DYNAMIC HT  -         444.090 (meters)    1456.99  (feet)  COMP
 GA3031  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 GA3031
 GA3031  VERT ORDER  -  SECOND    CLASS 0
 GA3031
 GA3031.The horizontal coordinates were scaled from a topographic map and have
 GA3031.an estimated accuracy of +/- 6 seconds.
 GA3031
 GA3031.The orthometric height was determined by differential leveling
 GA3031.and adjusted by the National Geodetic Survey in June 1991..
 GA3031
 GA3031.The geoid height was determined by GEOID03.
 GA3031
 GA3031.The dynamic height is computed by dividing the NAVD 88
 GA3031.geopotential number by the normal gravity value computed on the
 GA3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3031.degrees latitude (g = 980.6199 gals.).
 GA3031
 GA3031.The modeled gravity was interpolated from observed gravity values.
 GA3031
 GA3031;                    North         East    Units  Estimated Accuracy
 GA3031;SPC TN       -   253,220.      809,180.      MT  (+/- 180 meters Scaled)
 GA3031
 GA3031                          SUPERSEDED SURVEY CONTROL
 GA3031
 GA3031  NGVD 29 (??/??/92)  444.619  (m)         1458.72   (f) ADJ UNCH    2 0
 GA3031
 GA3031.Superseded values are not recommended for survey control.
 GA3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3031.See file dsdata.txt to determine how the superseded data were derived.
 GA3031
 GA3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA618530(NAD 83)
 GA3031_MARKER: DR = REFERENCE MARK DISK
 GA3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3031_STAMPING: LTI RM-2
 GA3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3031+STABILITY: SURFACE MOTION
 GA3031
 GA3031  HISTORY     - Date     Condition        Report By
 GA3031  HISTORY     - 1963     MONUMENTED       TNHD
 GA3031  HISTORY     - 1963     GOOD             TNHD
 GA3031
 GA3031                          STATION DESCRIPTION
 GA3031
 GA3031'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3031'1 MI SE FROM CUMBERLAND GAP.
 GA3031'THIS MARK IS LOCATED AT THE LTI 1963 STATION SITE, 45 FEET NORTH
 GA3031'OF AN 18-INCH OAK TREE, 43 FEET NORTHEAST OF THE APPROXIMATE
 GA3031'CENTER OF U.S. HIGHWAY 25E AND 7 FEET WEST OF THE NORTHWEST
 GA3031'CORNER OF A BRICK BUILDING.  THE MARK IS SET IN THE TOP OF A
 GA3031'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1052 ***********************************************************************
 FZ1052  DESIGNATION -  LUCIUDA
 FZ1052  PID         -  FZ1052
 FZ1052  STATE/COUNTY-  TN/JOHNSON
 FZ1052  USGS QUAD   -  SHERWOOD (1994)
 FZ1052
 FZ1052                         *CURRENT SURVEY CONTROL
 FZ1052  ___________________________________________________________________
 FZ1052* NAD 83(1995)-  36 21 23.58313(N)    081 47 18.79296(W)     ADJUSTED  
 FZ1052* NAVD 88     -      1098.195  (meters)    3602.99   (feet)  ADJUSTED  
 FZ1052  ___________________________________________________________________
 FZ1052  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FZ1052  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1052  DYNAMIC HT  -        1097.075 (meters)    3599.32  (feet)  COMP
 FZ1052  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 FZ1052
 FZ1052  HORZ ORDER  -  THIRD
 FZ1052  VERT ORDER  -  SECOND    CLASS 0
 FZ1052
 FZ1052.The horizontal coordinates were established by classical geodetic methods
 FZ1052.and adjusted by the National Geodetic Survey in April 1999..
 FZ1052
 FZ1052.The orthometric height was determined by differential leveling
 FZ1052.and adjusted by the National Geodetic Survey in June 1991..
 FZ1052
 FZ1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1052
 FZ1052.The geoid height was determined by GEOID03.
 FZ1052
 FZ1052.The dynamic height is computed by dividing the NAVD 88
 FZ1052.geopotential number by the normal gravity value computed on the
 FZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1052.degrees latitude (g = 980.6199 gals.).
 FZ1052
 FZ1052.The modeled gravity was interpolated from observed gravity values.
 FZ1052
 FZ1052;                    North         East     Units Scale Factor Converg.
 FZ1052;SPC TN       -   232,609.646   977,882.435   MT  0.99998989   +2 27 56.0
 FZ1052;SPC TN       -   763,153.48  3,208,269.29   sFT  0.99998989   +2 27 56.0
 FZ1052;SPC NC       -   292,679.977   359,329.857   MT  1.00005853   -1 36 34.1
 FZ1052;SPC NC       -   960,234.22  1,178,901.37   sFT  1.00005853   -1 36 34.1
 FZ1052;UTM  17      - 4,023,784.961   429,250.164   MT  0.99966167   -0 28 02.9
 FZ1052
 FZ1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1052!SPC TN       -   0.99983254  x   0.99998989  =   0.99982243
 FZ1052!SPC NC       -   0.99983254  x   1.00005853  =   0.99989106
 FZ1052!UTM  17      -   0.99983254  x   0.99966167  =   0.99949426
 FZ1052
 FZ1052:                Primary Azimuth Mark                     Grid Az
 FZ1052:SPC TN       -  LUCIUDA AZ MK                            091 41 18.0
 FZ1052:SPC NC       -  LUCIUDA AZ MK                            095 45 48.1
 FZ1052:UTM  17      -  LUCIUDA AZ MK                            094 37 16.9
 FZ1052
 FZ1052|---------------------------------------------------------------------|
 FZ1052| PID    Reference Object                     Distance      Geod. Az  |
 FZ1052|                                                           dddmmss.s |
 FZ1052| DC4601 LUCIUDA AZ MK                                      0940914.0 |
 FZ1052| FZ2004 BALD OF RICH                        APPROX. 8.1 KM 1271154.7 |
 FZ1052| DC4603 LUCIUDA RM 2                         32.858 METERS 13840     |
 FZ1052| FZ1053 LUCIUDA RM 1                         20.696 METERS 35513     |
 FZ1052|---------------------------------------------------------------------|
 FZ1052
 FZ1052                          SUPERSEDED SURVEY CONTROL
 FZ1052
 FZ1052  NAD 83(1995)-  36 21 23.58779(N)    081 47 18.79599(W) AD(       ) 3
 FZ1052  NAD 83(1995)-  36 21 23.59257(N)    081 47 18.79510(W) AD(       ) 3
 FZ1052  NAD 83(1986)-  36 21 23.59261(N)    081 47 18.79516(W) AD(       ) 3
 FZ1052  NAD 27      -  36 21 23.14883(N)    081 47 19.39220(W) AD(       ) 3
 FZ1052  NGVD 29 (??/??/92) 1098.323  (m)         3603.41   (f) ADJ UNCH    2 0
 FZ1052
 FZ1052.Superseded values are not recommended for survey control.
 FZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1052.See file dsdata.txt to determine how the superseded data were derived.
 FZ1052
 FZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2925023785(NAD 83)
 FZ1052_MARKER: DS = TRIANGULATION STATION DISK
 FZ1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1052_STAMPING: LUCIUDA 1934
 FZ1052_MARK LOGO: CGS   
 FZ1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1052+STABILITY: SURFACE MOTION
 FZ1052
 FZ1052  HISTORY     - Date     Condition        Report By
 FZ1052  HISTORY     - 1934     MONUMENTED       CGS
 FZ1052  HISTORY     - 1935     GOOD             NGS
 FZ1052  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ1052
 FZ1052                          STATION DESCRIPTION
 FZ1052
 FZ1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ1052'ABOUT 3 MILES NORTHWEST OF ZIONVILLE, N.  C., 2-1/2 MILES A LITTLE
 FZ1052'NORTH OF WEST OF
 FZ1052'TRADE, 1/4 MILE NORTHWEST OF NORTH
 FZ1052'CAROLINA-TENNESSEE STATE LINE,
 FZ1052'ALONG LUCIUDA CREEK, THROUGH STATE
 FZ1052'LINE GAP, ON PROPERTY OF MR.  MAYS, ON WEST SIDE
 FZ1052'OF RIGHT-OF-WAY OF
 FZ1052'SIDE ROAD RUNNING FROM U.S.  ROUTE 421 NEAR KEY STATION AND ON BANK
 FZ1052'8 FEET ABOVE AND
 FZ1052'14.8 FEET FROM CENTER LINE THEREOF, 85 FEET FROM
 FZ1052'12-INCH WHITE-OAK TREE, AND 10
 FZ1052'FEET INSIDE AND NORTHWEST OF FENCE
 FZ1052'CORNER.  TO REACH FROM JUNCTION OF ROUTES 421 AND
 FZ1052'67 IN TRADE, GO
 FZ1052'NORTHWEST 1.85 MILES ON ROUTE 421 TO STONE T-ROAD TO LEFT JUST
 FZ1052'BEYOND WHITE
 FZ1052'CHURCH ON RIGHT, TURN LEFT AND GO SOUTHWEST 2.55 MILES TO
 FZ1052'STATION SITE.  SURFACE
 FZ1052'AND UNDERGROUND MARKS ARE STANDARD STATION IN CONCRETE,
 FZ1052'REFERENCE AND AZIMUTH MARKS ARE
 FZ1052'STANDARD REFERENCE DISKS IN CONCRETE, NO 1
 FZ1052'IS 24.6 FEET
 FZ1052'FROM TWIN 10-INCH CHESTNUT TREE, 9 FEET ABOVE AND 16.4 FEET (SLOPE
 FZ1052'DISTANCE) FROM
 FZ1052'CENTER LINE OF ROAD, AND 67.90 FEET FROM STATION
 FZ1052'N 04 DEG 47 MIN W
 FZ1052'NO.  2 IS ACROSS ROAD, 14.9 FEET
 FZ1052'FROM 12-INCH MAPLE TREE AND 11.6 FEET FROM 8-INCH
 FZ1052'MAPLE TREE WHICH
 FZ1052'ARE ON SOUTH SIDE OF FENCE LINE 21 FEET APART, 70 FEET (SLOPE
 FZ1052'DISTANCE) FROM
 FZ1052'CENTER LINE OF ROAD, 1 FOOT NORTH OF FENCE LINE, AND
 FZ1052'20 FEET BELOW AND 107.80 FEET
 FZ1052'(SLOPE DISTANCE) FROM STATION
 FZ1052'S 41 DEG 20 MIN E.  AZIMUTH MARK IS
 FZ1052'133.2 FEET NORTHEAST
 FZ1052'OF NEARER OF TWO 10-INCH POPLAR TREES 12 FEET APART (TREES ARE 25
 FZ1052'FEET
 FZ1052'NORTH-NORTHEAST OF SPRING), 79.4 FEET WEST OF POINT WHERE TRAIL
 FZ1052'LEADS NORTH FROM ROAD,
 FZ1052'7 FEET ABOVE 15.7 FEET NORTH OF CENTER LINE OF
 FZ1052'ROAD, ON EDGE OF SECOND-GROWTH BRUSH, AND
 FZ1052'250 YARDS FROM STATION
 FZ1052'S 85 DEG 51 MIN E.
 FZ1052
 FZ1052                          STATION RECOVERY (1935)
 FZ1052
 FZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FZ1052'0.4 MI S FROM KEY STATION.
 FZ1052'0.4 MILE SOUTH ALONG U.S. HIGHWAY 421 FROM KEY STATION, JOHNSON
 FZ1052'COUNTY, THENCE 2.6 MILES SOUTHWEST ALONG THE BULLDOG CREEK ROAD,
 FZ1052'0.1 MILE SOUTH OF A HAIRPIN CURVE, ON THE MAYS PROPERTY, 85 FEET
 FZ1052'FROM A 12-INCH OAK TREE, 14.8 FEET FROM THE CENTERLINE OF THE
 FZ1052'ROAD, 10 FEET INSIDE THE FENCE CORNER SOUTHEAST OF THE STATION,
 FZ1052'AND 8 FEET HIGHER THAN THE ROAD.  A STANDARD TRIANGULATION-STATION
 FZ1052'DISK, STAMPED LUCIUDA AND SET IN THE TOP OF A CONCRETE POST.
 FZ1052
 FZ1052                          STATION RECOVERY (2003)
 FZ1052
 FZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ1052'MARK NOT FOUND AFTER 5 MINUTE SEARCH. DESCRIBED LOCATION IS UNSTABLE
 FZ1052'ROAD EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1053 ***********************************************************************
 FZ1053  DESIGNATION -  LUCIUDA RM 1
 FZ1053  PID         -  FZ1053
 FZ1053  STATE/COUNTY-  TN/JOHNSON
 FZ1053  USGS QUAD   -  SHERWOOD (1994)
 FZ1053
 FZ1053                         *CURRENT SURVEY CONTROL
 FZ1053  ___________________________________________________________________
 FZ1053* NAD 83(1986)-  36 21 23.     (N)    081 47 18.     (W)     SCALED    
 FZ1053* NAVD 88     -      1097.056  (meters)    3599.26   (feet)  ADJUSTED  
 FZ1053  ___________________________________________________________________
 FZ1053  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1053  DYNAMIC HT  -        1095.937 (meters)    3595.59  (feet)  COMP
 FZ1053  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 FZ1053
 FZ1053  VERT ORDER  -  SECOND    CLASS 0
 FZ1053
 FZ1053.The horizontal coordinates were scaled from a topographic map and have
 FZ1053.an estimated accuracy of +/- 6 seconds.
 FZ1053
 FZ1053.The orthometric height was determined by differential leveling
 FZ1053.and adjusted by the National Geodetic Survey in June 1991..
 FZ1053
 FZ1053.The geoid height was determined by GEOID03.
 FZ1053
 FZ1053.The dynamic height is computed by dividing the NAVD 88
 FZ1053.geopotential number by the normal gravity value computed on the
 FZ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1053.degrees latitude (g = 980.6199 gals.).
 FZ1053
 FZ1053.The modeled gravity was interpolated from observed gravity values.
 FZ1053
 FZ1053;                    North         East    Units  Estimated Accuracy
 FZ1053;SPC TN       -   232,590.      977,900.      MT  (+/- 180 meters Scaled)
 FZ1053
 FZ1053                          SUPERSEDED SURVEY CONTROL
 FZ1053
 FZ1053  NGVD 29 (??/??/92) 1097.17   (m)         3599.6    (f) COMPUTED    2 0
 FZ1053
 FZ1053.Superseded values are not recommended for survey control.
 FZ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1053.See file dsdata.txt to determine how the superseded data were derived.
 FZ1053
 FZ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA292237(NAD 83)
 FZ1053_MARKER: DR = REFERENCE MARK DISK
 FZ1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1053_STAMPING: LUCIUDA NO 1
 FZ1053_MARK LOGO: CGS   
 FZ1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1053+STABILITY: SURFACE MOTION
 FZ1053
 FZ1053  HISTORY     - Date     Condition        Report By
 FZ1053  HISTORY     - 1934     MONUMENTED       CGS
 FZ1053  HISTORY     - 1935     GOOD             CGS
 FZ1053  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ1053
 FZ1053                          STATION DESCRIPTION
 FZ1053
 FZ1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1053'AT KEY STATION.
 FZ1053'JUST NORTH OF TRIANGULATION STATION LUCIUDA, DESCRIBED ABOVE,
 FZ1053'25 FEET FROM A TWIN 10-INCH CHESTNUT TREE, 16 FEET (GRADE SLOPE
 FZ1053'DISTANCE) FROM THE CENTERLINE OF THE ROAD, AND 9 FEET HIGHER
 FZ1053'THAN THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED LUCIUDA NO
 FZ1053'1 AND SET IN THE TOP OF A CONCRETE POST.
 FZ1053
 FZ1053                          STATION RECOVERY (2003)
 FZ1053
 FZ1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ1053'MARK NOT FOUND AFTER 5 MINUTE SEARCH. DESCRIBED LOCATION IS UNSTABLE
 FZ1053'ROAD EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2578 ***********************************************************************
 GA2578  DESIGNATION -  LUCK
 GA2578  PID         -  GA2578
 GA2578  STATE/COUNTY-  TN/KNOX
 GA2578  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2578
 GA2578                         *CURRENT SURVEY CONTROL
 GA2578  ___________________________________________________________________
 GA2578* NAD 83(1995)-  36 04 19.85442(N)    083 55 39.87435(W)     ADJUSTED  
 GA2578* NAVD 88     -       321.516  (meters)    1054.84   (feet)  ADJUSTED  
 GA2578  ___________________________________________________________________
 GA2578  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GA2578  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2578  DYNAMIC HT  -         321.217 (meters)    1053.86  (feet)  COMP
 GA2578  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 GA2578
 GA2578  HORZ ORDER  -  SECOND
 GA2578  VERT ORDER  -  SECOND    CLASS 0
 GA2578
 GA2578.The horizontal coordinates were established by classical geodetic methods
 GA2578.and adjusted by the National Geodetic Survey in April 1999..
 GA2578
 GA2578.The orthometric height was determined by differential leveling
 GA2578.and adjusted by the National Geodetic Survey in June 1991..
 GA2578
 GA2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2578
 GA2578.The geoid height was determined by GEOID03.
 GA2578
 GA2578.The dynamic height is computed by dividing the NAVD 88
 GA2578.geopotential number by the normal gravity value computed on the
 GA2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2578.degrees latitude (g = 980.6199 gals.).
 GA2578
 GA2578.The modeled gravity was interpolated from observed gravity values.
 GA2578
 GA2578;                    North         East     Units Scale Factor Converg.
 GA2578;SPC TN       -   194,900.485   786,649.956   MT  0.99995701   +1 12 47.5
 GA2578;SPC TN       -   639,436.01  2,580,867.40   sFT  0.99995701   +1 12 47.5
 GA2578;UTM  17      - 3,995,922.995   236,334.687   MT  1.00045668   -1 43 29.5
 GA2578;UTM  16      - 3,996,324.717   776,683.673   MT  1.00054338   +1 48 36.4
 GA2578
 GA2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2578!SPC TN       -   0.99995437  x   0.99995701  =   0.99991138
 GA2578!UTM  17      -   0.99995437  x   1.00045668  =   1.00041102
 GA2578!UTM  16      -   0.99995437  x   1.00054338  =   1.00049772
 GA2578
 GA2578:                Primary Azimuth Mark                     Grid Az
 GA2578:SPC TN       -  HALLS                                    009 38 40.6
 GA2578:UTM  17      -  HALLS                                    012 34 57.6
 GA2578:UTM  16      -  HALLS                                    009 02 51.7
 GA2578
 GA2578|---------------------------------------------------------------------|
 GA2578| PID    Reference Object                     Distance      Geod. Az  |
 GA2578|                                                           dddmmss.s |
 GA2578| GA2576 HALLS                               APPROX. 1.7 KM 0105128.1 |
 GA2578| GA2583 MAYS                                APPROX. 2.1 KM 1692808.2 |
 GA2578| GA2579 LUCK RM 1                             4.566 METERS 21324     |
 GA2578| GA2580 LUCK RM 2                             3.355 METERS 28645     |
 GA2578|---------------------------------------------------------------------|
 GA2578
 GA2578                          SUPERSEDED SURVEY CONTROL
 GA2578
 GA2578  NAD 83(1995)-  36 04 19.86152(N)    083 55 39.87311(W) AD(       ) 2
 GA2578  NAD 83(1995)-  36 04 19.86198(N)    083 55 39.87290(W) AD(       ) 2
 GA2578  NAD 83(1995)-  36 04 19.86237(N)    083 55 39.87336(W) AD(       ) 2
 GA2578  NAD 83(1986)-  36 04 19.86758(N)    083 55 39.87127(W) AD(       ) 2
 GA2578  NAD 27      -  36 04 19.57517(N)    083 55 40.20092(W) AD(       ) 2
 GA2578  NGVD 29 (??/??/92)  321.630  (m)         1055.21   (f) ADJ UNCH    2 0
 GA2578
 GA2578.Superseded values are not recommended for survey control.
 GA2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2578.See file dsdata.txt to determine how the superseded data were derived.
 GA2578
 GA2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3633595923(NAD 83)
 GA2578_MARKER: DD = SURVEY DISK
 GA2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2578_STAMPING: LUCK 1964
 GA2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2578+STABILITY: SURFACE MOTION
 GA2578
 GA2578  HISTORY     - Date     Condition        Report By
 GA2578  HISTORY     - 1964     MONUMENTED       TNHD
 GA2578  HISTORY     - 1964     GOOD             TNHD
 GA2578  HISTORY     - 1980     GOOD             NGS
 GA2578  HISTORY     - 1980     GOOD             NGS
 GA2578
 GA2578                          STATION DESCRIPTION
 GA2578
 GA2578'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2578'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA2578'
 GA2578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND ST.
 GA2578'RT. 33 AT HALLS
 GA2578'CROSSROADS, GO 0.7 MILE SOUTH ON U.S.  HIGHWAY 441 TO THE
 GA2578'STATION ON THE RIGHT.
 GA2578'
 GA2578'THE STATION IS 51 FEET SOUTHEAST OF SOUTHEAST CORNER OF A BRICK CAFE,
 GA2578'20 FEET SOUTH OF THE
 GA2578'APPROXIMATE CENTER OF A PAVED DRIVE, 12 FEET EAST OF A
 GA2578'LIGHT POLE, 11 FEET NORTHEAST
 GA2578'OF A FIRE-HYDRANT AND 4.1 FEET
 GA2578'NORTHEAST OF A WITNESS POST.  THE SURFACE AND
 GA2578'UNDERGROUND MARKS ARE
 GA2578'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GA2578'STAMPED LUCK 1964.
 GA2578'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GA2578'SURFACE.  THE SURFACE DISK IS
 GA2578'SET IN A 10-INCH SQUARE, FLUSH,
 GA2578'CONCRETE MONUMENT.
 GA2578'
 GA2578'REFERENCE MARK NO. 1 IS 29 FEET EAST OF A 10-INCH MAPLE TREE, 13 FEET
 GA2578'SOUTH OF A LIGHT POLE AND 7
 GA2578'FEET SOUTH OF A FIRE-HYDRANT.  IT IS A STANDARD
 GA2578'TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA2578'IN A 10-INCH SQUARE, FLUSH,
 GA2578'CONCRETE MONUMENT AND THE DISK IS STAMPED LUCK RM-1
 GA2578'1964.
 GA2578'
 GA2578'REFERENCE MARK NO. 2 IS 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GA2578'A BRICK CAFE, 14 FEET
 GA2578'SOUTH OF THE APPROXIMATE CENTER OF A PAVED DRIVE AND 9
 GA2578'FEET NORTH OF A FIRE-HYDRANT.
 GA2578'IT IS A STANDARD TENNESSEE HIGHWAY
 GA2578'DEPARTMENT DISK SET IN A 10- INCH SQUARE, FLUSH,
 GA2578'CONCRETE MONUMENT
 GA2578'AND THE DISK IS STAMPED LUCK RM-2 1964.
 GA2578'
 GA2578'TRAVERSE STATION HALLS AND/OR MAYS WILL SERVE AS THE AZIMUTH MARK.
 GA2578'
 GA2578'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GA2578'REFERENCE MARK NO.  2 IS
 GA2578'15.84 FT.  - 4.827 M.
 GA2578'
 GA2578'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2578'
 GA2578'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2578
 GA2578                          STATION RECOVERY (1964)
 GA2578
 GA2578'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2578'7 MI N FROM KNOXVILLE.
 GA2578'TO REACH THE STATION FROM THE POST OFFICE IN HALLS CROSSROADS,
 GA2578'GO 0.1 MILE SOUTH ON STATE ROUTE 33 AND U.S. HIGHWAY 441 TO THE
 GA2578'STATION ON THE RIGHT.  THE STATION MARK IS 51 FEET SOUTHEAST OF
 GA2578'THE SOUTHEAST CORNER OF A BRICK CAFE, 20 FEET SOUTH OF THE
 GA2578'APPROXIMATE CENTER OF A PAVED ROAD, 12 FEET EAST OF A LIGHT POLE,
 GA2578'11 FEET NORTHEAST OF A FIRE-HYDRANT AND 4.1 FEET NORTHEAST OF A
 GA2578'METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE
 GA2578'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2578'FLUSH WITH THE GROUND.
 GA2578
 GA2578                          STATION RECOVERY (1980)
 GA2578
 GA2578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2578'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GA2578'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND IS ASSUMED
 GA2578'DESTROYED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE
 GA2578'MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GA2578'
 GA2578'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF DOWNTOWN KNOXVILLE,
 GA2578'2.5 FEET WEST OF WEST CURB OF SOUTHBOUND LANE OF STATE HIGHWAY 33
 GA2578'AND U.S. HIGHWAY 441, MAYNARDVILLE PIKE, 6.5 FEET SOUTH OF POWER
 GA2578'POLE NO. S 51 65 A B79, 11 FEET NORTHEAST OF A FIRE HYDRANT, 4 FEET
 GA2578'EAST OF THE EAST EDGE OF SIDEWALK, 3 FEET WEST OF NORTHWEST CORNER
 GA2578'OF A METAL STORM DRAIN, 20 FEET SOUTH OF CENTERLINE OF A PAVED
 GA2578'ROAD AND 22 FEET SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT
 GA2578'IS FLUSH AND THE STANDARD THD DISK IS STAMPED---LUCK 1964---.
 GA2578'
 GA2578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 GA2578'STATE HIGHWAY 33 AT HALLS CROSSROADS, GO SOUTH ON HIGHWAY 441 AND
 GA2578'33 FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 GA2578'
 GA2578'REFERENCE MARK 1 IS A STANDARD THD DISK SET IN TOP OF A SQUARE
 GA2578'CONCRETE POST FLUSH WITH THE GROUND, STAMPED---LUCK RM 1 1964---28
 GA2578'FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 7 FEET SOUTH OF A FIRE
 GA2578'HYDRANT, 20 FEET SOUTHWEST OF A POWER POLE AND 12 FEET WEST OF THE
 GA2578'WEST CURB OF THE HIGHWAY.
 GA2578'
 GA2578'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LUCK THD 1964 NO 3
 GA2578'1980---SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 8 FEET SOUTH OF
 GA2578'THE CENTER OF PAVED ROAD, 8 FEET NORTHWEST OF THE POWER POLE, 15 FEET
 GA2578'NORTHEAST OF THE FIRE HYDRANT AND 10 FEET WEST OF THE WEST CURB OF
 GA2578'THE HIGHWAY.
 GA2578
 GA2578                          STATION RECOVERY (1980)
 GA2578
 GA2578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2578'6.5 FEET SOUTH OF A POWER POLE NO. S 51 65 A B 79, 4 FEET EAST OF THE
 GA2578'EAST EDGE OF A SIDEWALK,3 FEET WEST OF THE NORTHWEST CORNER OF A
 GA2578'METAL STORM DRAIN, A METAL PIN WAS DRIVEN ON EACH SIDE OF THE
 GA2578'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1509 ***********************************************************************
 GD1509  DESIGNATION -  LUCK
 GD1509  PID         -  GD1509
 GD1509  STATE/COUNTY-  TN/GIBSON
 GD1509  USGS QUAD   -  DYER (1985)
 GD1509
 GD1509                         *CURRENT SURVEY CONTROL
 GD1509  ___________________________________________________________________
 GD1509* NAD 83(1995)-  36 07 17.23101(N)    088 55 33.05115(W)     ADJUSTED  
 GD1509* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 GD1509  ___________________________________________________________________
 GD1509  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 GD1509  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1509
 GD1509  HORZ ORDER  -  SECOND
 GD1509
 GD1509.The horizontal coordinates were established by classical geodetic methods
 GD1509.and adjusted by the National Geodetic Survey in April 1999..
 GD1509
 GD1509.The orthometric height was scaled from a topographic map.
 GD1509
 GD1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1509
 GD1509.The geoid height was determined by GEOID03.
 GD1509
 GD1509;                    North         East     Units Scale Factor Converg.
 GD1509;SPC TN       -   202,328.144   336,649.411   MT  0.99996094   -1 42 46.5
 GD1509;SPC TN       -   663,804.92  1,104,490.61   sFT  0.99996094   -1 42 46.5
 GD1509;UTM  16      - 3,999,136.963   326,684.431   MT  0.99997013   -1 08 08.0
 GD1509
 GD1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1509!SPC TN       -   0.99998355  x   0.99996094  =   0.99994449
 GD1509!UTM  16      -   0.99998355  x   0.99997013  =   0.99995368
 GD1509
 GD1509:                Primary Azimuth Mark                     Grid Az
 GD1509:SPC TN       -  SHARON MUNICIPAL TANK                    037 52 42.9
 GD1509:UTM  16      -  SHARON MUNICIPAL TANK                    037 18 04.4
 GD1509
 GD1509|---------------------------------------------------------------------|
 GD1509| PID    Reference Object                     Distance      Geod. Az  |
 GD1509|                                                           dddmmss.s |
 GD1509| GD1501 SHARON MUNICIPAL TANK               APPROX.15.3 KM 0360956.4 |
 GD1509| CG4453 LUCK AZ MK                                         0974639.9 |
 GD1509| CG4454 LUCK RM 1                            26.756 METERS 17841     |
 GD1509| GD1511 7 RHP                                41.614 METERS 24847     |
 GD1509| GD1512 RUTHERFORD MUNICIPAL TANK           APPROX. 6.2 KM 2751229.2 |
 GD1509| GD1626 KENTON NEW MUNICIPAL TANK           APPROX.12.2 KM 3194854.7 |
 GD1509|---------------------------------------------------------------------|
 GD1509
 GD1509                          SUPERSEDED SURVEY CONTROL
 GD1509
 GD1509  NAD 83(1995)-  36 07 17.23373(N)    088 55 33.05365(W) AD(       ) 2
 GD1509  NAD 83(1995)-  36 07 17.23416(N)    088 55 33.05367(W) AD(       ) 2
 GD1509  NAD 83(1986)-  36 07 17.24298(N)    088 55 33.05066(W) AD(       ) 2
 GD1509  NAD 27      -  36 07 17.00080(N)    088 55 32.81800(W) AD(       ) 2
 GD1509
 GD1509.Superseded values are not recommended for survey control.
 GD1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1509.See file dsdata.txt to determine how the superseded data were derived.
 GD1509
 GD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2668499137(NAD 83)
 GD1509_MARKER: DS = TRIANGULATION STATION DISK
 GD1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1509
 GD1509  HISTORY     - Date     Condition        Report By
 GD1509  HISTORY     - 1958     MONUMENTED       CGS
 GD1509  HISTORY     - 1959     GOOD             CGS
 GD1509  HISTORY     - 1967     GOOD             CGS
 GD1509
 GD1509                          STATION DESCRIPTION
 GD1509
 GD1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1509'THE STATION IS ABOUT 3 MILES EAST OF RUTHERFORD, ON THE PROPERTY OF
 GD1509'AND JUST EAST OF THE SALEM METHODIST CHURCH.  IT IS 128 FEET EAST OF
 GD1509'THE NORTHEAST CORNER OF THE CHURCH, 35 FEET EAST OF THE CENTERLINE
 GD1509'OF A GRAVELED ROAD, 144 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GD1509'ROAD, 6 FEET SOUTHEAST OF A WHITE WITNESS POST AND 35 FEET SOUTHEAST
 GD1509'OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1509'STAMPED LUCK 1958.
 GD1509'
 GD1509'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST SOUTH OF THE
 GD1509'RAILROAD DEPOT IN RUTHERFORD, GO EAST ON THE PAVED ROAD FOR 0.9 MILE
 GD1509'TO A Y-FORK.  KEEP RIGHT FORK AND GO EAST ON A GRAVELED ROAD FOR
 GD1509'2.45 MILES TO A CROSSROAD AND THE STATION IS ON THE LEFT.
 GD1509'
 GD1509'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 GD1509'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.  IT IS ON THE PROPERTY OF
 GD1509'MR. JOE PATTERSON JR.
 GD1509'
 GD1509'REFERENCE MARK 1 IS 56 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 GD1509'ROAD, 47 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 45
 GD1509'FEET NORTHEAST OF THE TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE
 GD1509'DISK IS STAMPED LUCK NO 1 1958.
 GD1509'
 GD1509'7 USGS IS A STANDARD GEOLOGICAL SURVEY BM DISK STAMPED 7 RHP 1951
 GD1509'ELV., 440 FEET AND IS SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 GD1509'THAT PROJECTS 8 INCHES.  IT IS 1 FOOT SOUTH OF THE SOUTHEAST CORNER
 GD1509'OF THE SALEM METHODIST CHURCH.  NOTE THIS MARK WAS USED AS
 GD1509'REFERENCE MARK 2.
 GD1509'
 GD1509'THE AZIMUTH MARK IS 58 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GD1509'ROAD, 64 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 6
 GD1509'INCHES WEST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE WITNESS POST
 GD1509'AND 36 SOUTH OF A POWERLINE POLE.  THE MONUMENT IS FLUSH AND THE
 GD1509'DISK IS STAMPED LUCK 1958.
 GD1509'
 GD1509'NOTE - A TRAVERSE MEASUREMENT WAS MADE FROM STATION LUCK TO 7 USGS
 GD1509'THE DISTANCE IS 41.6143 METERS, (136.529 FT.).
 GD1509'
 GD1509'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GD1509
 GD1509                          STATION RECOVERY (1959)
 GD1509
 GD1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1509'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1509'THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE TO REACH AND
 GD1509'THE DESCRIPTION OF THE STATION, AND ALL MARKS IS ADEQUATE.
 GD1509'
 GD1509'NO MEASUREMENT BETWEEN R.M. 1 AND 7 USGS BECAUSE OF TREE ON LINE.
 GD1509
 GD1509                          STATION RECOVERY (1967)
 GD1509
 GD1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1509'THIS STATION WAS RECOVERED AS DESCRIBED
 GD1509'WITH THE
 GD1509'FOLLOWING ADDED NOTATIONS.
 GD1509'
 GD1509'THE STATION IS NOW 0.8 OF A FOOT WEST OF A METAL WITNESS POST AND
 GD1509'SIGN.
 GD1509'
 GD1509'THE AZIMUTH MARK IS NOW 0.6 OF A FOOT SOUTH OF A METAL WITNESS POST
 GD1509'AND SIGN.
 GD1509'
 GD1509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1509'EAST OF RUTHERFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2300 ***********************************************************************
 GC2300  DESIGNATION -  LUCK
 GC2300  PID         -  GC2300
 GC2300  STATE/COUNTY-  TN/DAVIDSON
 GC2300  USGS QUAD   -  OAK HILL (1968)
 GC2300
 GC2300                         *CURRENT SURVEY CONTROL
 GC2300  ___________________________________________________________________
 GC2300* NAD 83(1995)-  36 05 22.88539(N)    086 50 22.16546(W)     ADJUSTED  
 GC2300* NAVD 88     -       245.1    (meters)     804.     (feet)  VERTCON   
 GC2300  ___________________________________________________________________
 GC2300  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GC2300  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC2300
 GC2300  HORZ ORDER  -  SECOND
 GC2300
 GC2300.The horizontal coordinates were established by classical geodetic methods
 GC2300.and adjusted by the National Geodetic Survey in April 1999..
 GC2300
 GC2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2300
 GC2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2300
 GC2300.The geoid height was determined by GEOID03.
 GC2300
 GC2300;                    North         East     Units Scale Factor Converg.
 GC2300;SPC TN       -   195,191.278   524,398.328   MT  0.99995832   -0 29 29.3
 GC2300;SPC TN       -   640,390.05  1,720,463.51   sFT  0.99995832   -0 29 29.3
 GC2300;UTM  16      - 3,993,908.425   514,449.956   MT  0.99960257   +0 05 40.4
 GC2300
 GC2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2300!SPC TN       -   0.99996611  x   0.99995832  =   0.99992443
 GC2300!UTM  16      -   0.99996611  x   0.99960257  =   0.99956869
 GC2300
 GC2300|---------------------------------------------------------------------|
 GC2300| PID    Reference Object                     Distance      Geod. Az  |
 GC2300|                                                           dddmmss.s |
 GC2300| CG6829 LUCK RM 1                            21.240 METERS 04310     |
 GC2300| GC2304 NASHVILLE TV STATION WSIX MAST      APPROX. 4.8 KM 1695737.1 |
 GC2300| CG6830 LUCK RM 2                            14.603 METERS 27914     |
 GC2300|---------------------------------------------------------------------|
 GC2300
 GC2300                          SUPERSEDED SURVEY CONTROL
 GC2300
 GC2300  NAD 83(1995)-  36 05 22.88760(N)    086 50 22.16738(W) AD(       ) 2
 GC2300  NAD 83(1995)-  36 05 22.88887(N)    086 50 22.16756(W) AD(       ) 2
 GC2300  NAD 83(1986)-  36 05 22.89565(N)    086 50 22.16886(W) AD(       ) 2
 GC2300  NAD 27      -  36 05 22.68090(N)    086 50 22.16580(W) AD(       ) 2
 GC2300  NGVD 29 (07/19/86)  245.1    (m)          804.     (f) VERT ANG       
 GC2300
 GC2300.Superseded values are not recommended for survey control.
 GC2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2300.See file dsdata.txt to determine how the superseded data were derived.
 GC2300
 GC2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1445093908(NAD 83)
 GC2300_MARKER: DD = SURVEY DISK
 GC2300_SETTING: 0 = UNSPECIFIED SETTING
 GC2300
 GC2300  HISTORY     - Date     Condition        Report By
 GC2300  HISTORY     - 1963     MONUMENTED       TNHD
 GC2300
 GC2300                          STATION DESCRIPTION
 GC2300
 GC2300'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GC2300'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF DOWN TOWN NASHVILLE ON
 GC2300'THE TOP OF THE NASHVILLE SUBURBAN UTILITY DISTRICT RESERVOIR.
 GC2300'
 GC2300'TO REACH THE STATION FROM THE GREEN HILLS BRANCH POST OFFICE IN GREEN
 GC2300'HILLS, GO 1.1 MILES SOUTH ON U.S. HIGHWAY 431 TO THE INTERSECTION
 GC2300'OF HARDING PL. ROAD, TURN RIGHT, AND GO 0.5 MILE WEST ON HARDING PL.
 GC2300'ROAD TO AN ALUMINUM GATE AND A GRAVELED ROAD ON THE LEFT, TURN
 GC2300'LEFT AND GO 0.3 MILE SOUTH ON THE GRAVELED ROAD TO A SMALL KNOLL AND
 GC2300'THE 14 FOOT HIGH CEMENTED RESERVOIR ON THE TOP OF THE KNOLL.
 GC2300'
 GC2300'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE 126 FOOT
 GC2300'DIAMETER RESERVOIR AND IT IS 59 FEET SOUTH OF THE LADDER ON THE
 GC2300'SIDE OF THE RESERVOIR, 49 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GC2300'SMALL BLOCK BUILDING ON THE EAST EDGE OF THE RESERVOIR, 32 FEET
 GC2300'SOUTHWEST OF AN IRON PIPE PROTRUDING FROM THE TOP OF THE RESERVOIR,
 GC2300'AND 15 FEET NORTH OF AN IRON PIPE PROTRUDING FROM THE TOP. IT IS A
 GC2300'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A DRILLED HOLE IN
 GC2300'THE TOP OF THE RESERVOIR AND THE DISK IS STAMPED LUCK 1963.
 GC2300'
 GC2300'REFERENCE MARK NO. 1 IS 68 FEET WEST OF THE LADDER ON THE SIDE, 52
 GC2300'FEET NORTH OF THE NORTHWEST CORNER OF THE SMALL BLOCK BUILDING, 20
 GC2300'FEET WEST OF AN IRON PIPE PROTRUDING FROM THE TOP AND 1 FOOT
 GC2300'SOUTHWEST OF THE EDGE OF THE RESERVOIR. IT IS A STANDARD TENNESSEE
 GC2300'HIGHWAY DEPARTMENT DISK SET IN A DRILLED HOLE IN THE TOP OF THE
 GC2300'RESERVOIR AND THE DISK IS STAMPED LUCK RM-1 1963.
 GC2300'
 GC2300'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE LADDER ON THE SIDE, 54
 GC2300'FEET WEST OF AN IRON PIPE PROTRUDING FROM THE TOP OF THE
 GC2300'RESERVOIR, AND 1 FOOT EAST OF THE EDGE OF THE RESERVOIR. IT IS A
 GC2300'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A DRILLED HOLE IN
 GC2300'THE TOP OF THE RESERVOIR AND THE DISK IS STAMPED LUCK RM-2 1963.
 GC2300'
 GC2300'THE TV STATION WSIX MAST WILL SERVE AS THE AZIMUTH TO THIS STATION
 GC2300'AND A DETAILED DESCRIPTION TO THIS MAST CAN BE FOUND IN THE U.S.C.
 GC2300'AND G.S. DATA.
 GC2300'
 GC2300'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GC2300'
 GC2300'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2579 ***********************************************************************
 GA2579  DESIGNATION -  LUCK RM 1
 GA2579  PID         -  GA2579
 GA2579  STATE/COUNTY-  TN/KNOX
 GA2579  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2579
 GA2579                         *CURRENT SURVEY CONTROL
 GA2579  ___________________________________________________________________
 GA2579* NAD 83(1986)-  36 04 19.     (N)    083 55 41.     (W)     SCALED    
 GA2579* NAVD 88     -       321.722  (meters)    1055.52   (feet)  ADJUSTED  
 GA2579  ___________________________________________________________________
 GA2579  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2579  DYNAMIC HT  -         321.423 (meters)    1054.54  (feet)  COMP
 GA2579  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 GA2579
 GA2579  VERT ORDER  -  SECOND    CLASS 0
 GA2579
 GA2579.The horizontal coordinates were scaled from a topographic map and have
 GA2579.an estimated accuracy of +/- 6 seconds.
 GA2579
 GA2579.The orthometric height was determined by differential leveling
 GA2579.and adjusted by the National Geodetic Survey in June 1991..
 GA2579
 GA2579.The geoid height was determined by GEOID03.
 GA2579
 GA2579.The dynamic height is computed by dividing the NAVD 88
 GA2579.geopotential number by the normal gravity value computed on the
 GA2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2579.degrees latitude (g = 980.6199 gals.).
 GA2579
 GA2579.The modeled gravity was interpolated from observed gravity values.
 GA2579
 GA2579;                    North         East    Units  Estimated Accuracy
 GA2579;SPC TN       -   194,870.      786,620.      MT  (+/- 180 meters Scaled)
 GA2579
 GA2579                          SUPERSEDED SURVEY CONTROL
 GA2579
 GA2579  NGVD 29 (??/??/92)  321.835  (m)         1055.89   (f) ADJ UNCH    2 0
 GA2579
 GA2579.Superseded values are not recommended for survey control.
 GA2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2579.See file dsdata.txt to determine how the superseded data were derived.
 GA2579
 GA2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV363958(NAD 83)
 GA2579_MARKER: DD = SURVEY DISK
 GA2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2579_STAMPING: LUCK RM-1 1964
 GA2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2579+STABILITY: SURFACE MOTION
 GA2579
 GA2579  HISTORY     - Date     Condition        Report By
 GA2579  HISTORY     - 1964     MONUMENTED       TNHD
 GA2579  HISTORY     - 1980     GOOD             NGS
 GA2579
 GA2579                          STATION DESCRIPTION
 GA2579
 GA2579'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2579'7 MI N FROM KNOXVILLE.
 GA2579'THIS MARK IS LOCATED AT THE LUCK 1964 STATION SITE, 29 FEET EAST
 GA2579'OF A 10-INCH MAPLE TREE, 13 FEET SOUTH OF A LIGHT POLE, 7 FEET
 GA2579'SOUTH OF A FIRE-HYDRANT AND 15 FEET SOUTHWEST OF THE STATION.
 GA2579'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2579'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2579
 GA2579                          STATION RECOVERY (1980)
 GA2579
 GA2579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2579'IT IS 28 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,20 FEET SOUTH
 GA2579'WEST OF A POWER POLE AND 12 FEET WEST OF THE WEST CURB OF THE
 GA2579'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2580 ***********************************************************************
 GA2580  DESIGNATION -  LUCK RM 2
 GA2580  PID         -  GA2580
 GA2580  STATE/COUNTY-  TN/KNOX
 GA2580  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2580
 GA2580                         *CURRENT SURVEY CONTROL
 GA2580  ___________________________________________________________________
 GA2580* NAD 83(1986)-  36 04 19.     (N)    083 55 41.     (W)     SCALED    
 GA2580* NAVD 88     -       321.598  (meters)    1055.11   (feet)  ADJUSTED  
 GA2580  ___________________________________________________________________
 GA2580  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2580  DYNAMIC HT  -         321.299 (meters)    1054.13  (feet)  COMP
 GA2580  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 GA2580
 GA2580  VERT ORDER  -  SECOND    CLASS 0
 GA2580
 GA2580.The horizontal coordinates were scaled from a topographic map and have
 GA2580.an estimated accuracy of +/- 6 seconds.
 GA2580
 GA2580.The orthometric height was determined by differential leveling
 GA2580.and adjusted by the National Geodetic Survey in June 1991..
 GA2580
 GA2580.The geoid height was determined by GEOID03.
 GA2580
 GA2580.The dynamic height is computed by dividing the NAVD 88
 GA2580.geopotential number by the normal gravity value computed on the
 GA2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2580.degrees latitude (g = 980.6199 gals.).
 GA2580
 GA2580.The modeled gravity was interpolated from observed gravity values.
 GA2580
 GA2580;                    North         East    Units  Estimated Accuracy
 GA2580;SPC TN       -   194,870.      786,620.      MT  (+/- 180 meters Scaled)
 GA2580
 GA2580                          SUPERSEDED SURVEY CONTROL
 GA2580
 GA2580  NGVD 29 (??/??/92)  321.711  (m)         1055.48   (f) ADJ UNCH    2 0
 GA2580
 GA2580.Superseded values are not recommended for survey control.
 GA2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2580.See file dsdata.txt to determine how the superseded data were derived.
 GA2580
 GA2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV363958(NAD 83)
 GA2580_MARKER: DD = SURVEY DISK
 GA2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2580_STAMPING: LUCK RM-2 1964
 GA2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2580+STABILITY: SURFACE MOTION
 GA2580
 GA2580  HISTORY     - Date     Condition        Report By
 GA2580  HISTORY     - 1964     MONUMENTED       TNHD
 GA2580  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2580
 GA2580                          STATION DESCRIPTION
 GA2580
 GA2580'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2580'7 MI N FROM KNOXVILLE.
 GA2580'THIS MARK IS LOCATED AT THE LUCK 1964 STATION SITE, 40 FEET
 GA2580'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK CAFE, 14 FEET SOUTH
 GA2580'OF THE APPROXIMATE CENTER OF A PAVED ROAD, 9 FEET NORTH OF A
 GA2580'FIRE-HYDRANT AND 11 FEET NORTHWEST OF THE STATION.  THE MARK IS
 GA2580'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2580'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2580
 GA2580                          STATION RECOVERY (1980)
 GA2580
 GA2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3261 ***********************************************************************
 GA3261  DESIGNATION -  LUCK RM 3
 GA3261  PID         -  GA3261
 GA3261  STATE/COUNTY-  TN/KNOX
 GA3261  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3261
 GA3261                         *CURRENT SURVEY CONTROL
 GA3261  ___________________________________________________________________
 GA3261* NAD 83(1986)-  36 04 19.     (N)    083 55 41.     (W)     SCALED    
 GA3261* NAVD 88     -       321.46   (meters)    1054.7    (feet)  RESET     
 GA3261  ___________________________________________________________________
 GA3261  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA3261
 GA3261  VERT ORDER  -  THIRD
 GA3261
 GA3261.The horizontal coordinates were scaled from a topographic map and have
 GA3261.an estimated accuracy of +/- 6 seconds.
 GA3261
 GA3261.The orthometric height was computed from unverified reset data.
 GA3261.No vertical observational check was made to the station.
 GA3261
 GA3261.The geoid height was determined by GEOID03.
 GA3261
 GA3261;                    North         East    Units  Estimated Accuracy
 GA3261;SPC TN       -   194,870.      786,620.      MT  (+/- 180 meters Scaled)
 GA3261
 GA3261                          SUPERSEDED SURVEY CONTROL
 GA3261
 GA3261  NGVD 29 (10/12/01)  321.58   (m)         1055.1    (f) RESET       3  
 GA3261
 GA3261.Superseded values are not recommended for survey control.
 GA3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3261.See file dsdata.txt to determine how the superseded data were derived.
 GA3261
 GA3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV363958(NAD 83)
 GA3261_MARKER: DR = REFERENCE MARK DISK
 GA3261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA3261_SP_SET: SIDEWALK
 GA3261_STAMPING: LUCK THD 1964 NO 3 1980
 GA3261_MARK LOGO: NGS   
 GA3261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3261
 GA3261  HISTORY     - Date     Condition        Report By
 GA3261  HISTORY     - 1980     MONUMENTED       NGS
 GA3261
 GA3261                          STATION DESCRIPTION
 GA3261
 GA3261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3261'7.0 MI NORTH FROM KNOXVILLE.
 GA3261'FROM THE POST OFFICE IN HALLS CROSSROADS, GO 0.1 MILE
 GA3261'SOUTH ALONG STATE HIGHWAY 33 AND U.S. HIGHWAY 441 TO
 GA3261'THE STATION ON THE RIGHT, 8.0 FEET SOUTH OF THE CENTER
 GA3261'OF A PAVED ROAD, 8 FEET NORTHWEST OF A POWER POLE, 15 FEET NORTHEAST
 GA3261'OF A FIRE HYDRANT, AND 10 FEET WEST OF THE WEST CURB OF THE HIGHWAY,
 GA3261'AND THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2600 ***********************************************************************
 FE2600  DESIGNATION -  LUCY
 FE2600  PID         -  FE2600
 FE2600  STATE/COUNTY-  TN/SHELBY
 FE2600  USGS QUAD   -  MILLINGTON (1997)
 FE2600
 FE2600                         *CURRENT SURVEY CONTROL
 FE2600  ___________________________________________________________________
 FE2600* NAD 83(1995)-  35 18 34.22869(N)    089 54 39.83355(W)     ADJUSTED  
 FE2600* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 FE2600  ___________________________________________________________________
 FE2600  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FE2600  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2600
 FE2600  HORZ ORDER  -  THIRD
 FE2600
 FE2600.The horizontal coordinates were established by classical geodetic methods
 FE2600.and adjusted by the National Geodetic Survey in April 1999..
 FE2600
 FE2600.The orthometric height was scaled from a topographic map.
 FE2600
 FE2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2600
 FE2600.The geoid height was determined by GEOID03.
 FE2600
 FE2600;                    North         East     Units Scale Factor Converg.
 FE2600;SPC TN       -   115,412.697   244,413.861   MT  0.99999003   -2 17 22.9
 FE2600;SPC TN       -   378,649.82    801,881.14   sFT  0.99999003   -2 17 22.9
 FE2600;UTM  16      - 3,911,255.431   235,326.546   MT  1.00046340   -1 41 00.8
 FE2600
 FE2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2600!SPC TN       -   0.99998952  x   0.99999003  =   0.99997955
 FE2600!UTM  16      -   0.99998952  x   1.00046340  =   1.00045292
 FE2600
 FE2600:                Primary Azimuth Mark                     Grid Az
 FE2600:SPC TN       -  MILLINGTON MUNICIPAL TANK                023 34 14.9
 FE2600:UTM  16      -  MILLINGTON MUNICIPAL TANK                022 57 52.8
 FE2600
 FE2600|---------------------------------------------------------------------|
 FE2600| PID    Reference Object                     Distance      Geod. Az  |
 FE2600|                                                           dddmmss.s |
 FE2600| FE2603 MILLINGTON MUNICIPAL TANK           APPROX. 3.9 KM 0211652.0 |
 FE2600| FE2586 AIRPORT BEACON MEMPHIS NAS          APPROX. 5.5 KM 0403401.0 |
 FE2600| FE2595 PEARLEY                             APPROX. 5.2 KM 1005620.1 |
 FE2600| CG4456 LUCY RM 1                            37.372 METERS 14939     |
 FE2600| CG4455 LUCY AZ MK                                         2060926.8 |
 FE2600| FE2605 WOODSTOCK DUPONT CHEM TANK          APPROX. 7.9 KM 2332404.0 |
 FE2600| FE2606 WOODSTOCK GRACE CHEM PRELL TWR      APPROX. 5.7 KM 2382633.5 |
 FE2600| CG4457 LUCY RM 2                            31.538 METERS 24540     |
 FE2600| FE2602 MILLINGTON DUPONT CHEM S STACK      APPROX. 5.8 KM 3193625.9 |
 FE2600|---------------------------------------------------------------------|
 FE2600
 FE2600                          SUPERSEDED SURVEY CONTROL
 FE2600
 FE2600  NAD 83(1995)-  35 18 34.23613(N)    089 54 39.83437(W) AD(       ) 3
 FE2600  NAD 83(1995)-  35 18 34.23737(N)    089 54 39.83423(W) AD(       ) 3
 FE2600  NAD 83(1986)-  35 18 34.23990(N)    089 54 39.83480(W) AD(       ) 3
 FE2600  NAD 27      -  35 18 33.92710(N)    089 54 39.52400(W) AD(       ) 3
 FE2600
 FE2600.Superseded values are not recommended for survey control.
 FE2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2600.See file dsdata.txt to determine how the superseded data were derived.
 FE2600
 FE2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3532711255(NAD 83)
 FE2600_MARKER: DS = TRIANGULATION STATION DISK
 FE2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2600
 FE2600  HISTORY     - Date     Condition        Report By
 FE2600  HISTORY     - 1958     MONUMENTED       CGS
 FE2600  HISTORY     - 1971     MARK NOT FOUND   USGS
 FE2600  HISTORY     - 1972     GOOD             NGS
 FE2600
 FE2600                          STATION DESCRIPTION
 FE2600
 FE2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2600'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF MILLINGTON, ABOUT 7
 FE2600'MILES NORTH OF RALEIGH AND ON PROPERTY OWNED BY ED.  AND EZRA
 FE2600'GOLDSBY.  IT IS 119.8 FEET EAST OF THE INTERSECTION OF A GRAVELED
 FE2600'DRIVEWAY AND RALEIGH-MILLINGTON ROAD, 78.5 FEET NORTH OF THE
 FE2600'NORTHWEST CORNER OF A BRICK HOUSE, 34 FEET SOUTH OF A 20 INCH PECAN
 FE2600'TREE AND 26 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY.  THE
 FE2600'MONUMENT IS FLUSH AND THE DISK IS STAMPED LUCY 1957.
 FE2600'
 FE2600'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE SOUTH EDGE OF
 FE2600'MILLINGTON, GO SOUTH ON RALEIGH-MILLINGTON ROAD FOR 2 MILES TO THE
 FE2600'STATION ON THE LEFT AS DESCRIBED.
 FE2600'
 FE2600'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 FE2600'RALEIGH-MILLINGTON ROAD FOR 0.1 MILE TO THE INTERSECTION OF SYKES ROAD
 FE2600'AND THE AZIMUTH MARK AS DESCRIBED.
 FE2600'
 FE2600'REFERENCE MARK 1 IS 49 FEET EAST OF THE NORTHEAST CORNER OF THE
 FE2600'HOUSE, 8 FEET WEST OF A FENCE AND 4 FEET SOUTH OF THE SOUTH EDGE
 FE2600'OF A CONCRETE SLAB.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2600'LUCY NO 1 1957.
 FE2600'
 FE2600'REFERENCE MARK 2 IS 36 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1
 FE2600'FOOT NORTHEAST OF A POWER LINE POLE.  THE MONUMENT IS FLUSH AND THE
 FE2600'DISK IS STAMPED LUCY NO 2 1957.
 FE2600'
 FE2600'THE AZIMUTH MARK IS 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2600'FRAME HOUSE, 42 FEET NORTHWEST OF THE INTERSECTION OF
 FE2600'RALEIGH-MILLINGTON ROAD AND SYKES ROAD, 23 FEET WEST OF THE
 FE2600'CENTERLINE OF RALEIGH-MILLINGTON ROAD AND 3 FEET WEST OF A POWER
 FE2600'LINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LUCY 1957.
 FE2600'
 FE2600'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FE2600
 FE2600                          STATION RECOVERY (1971)
 FE2600
 FE2600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FE2600'STATION REPORTED NOT FOUND.
 FE2600
 FE2600                          STATION RECOVERY (1972)
 FE2600
 FE2600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2600'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT GOOD
 FE2600'CONDITION.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 FE2600'ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS.  IN
 FE2600'CHECKING THE HORIZONTAL ANGLES OBSERVED THIS DATE AGAINST THE 1958
 FE2600'OBSERVATIONS, A DISCREPANCY OF MINUS 01 MIN 26.1 SEC WAS NOTED FOR
 FE2600'REFERENCE MARK NO. 1 WHILE REFERENCE MARK NO. 2 CHECKED WELL WITHIN
 FE2600'THE REQUIRED LIMITS.  VERTICAL ANGLES WERE OBSERVED UPON THE
 FE2600'REFERENCE MARKS AND SLOPE DISTANCES MEASURED, AND WHEN REDUCED TO
 FE2600'THE HORIZONTAL A DISCREPANCY OF MINUS 0.19 OF A FT WAS NOTED FOR
 FE2600'REFERENCE MARK NO. 1 AND MINUS 0.06 OF A FOOT FOR REFERENCE MARK NO.
 FE2600'2.
 FE2600'
 FE2600'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2600'
 FE2600'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF RALEIGH, ABOUT 3 MILES
 FE2600'SOUTH OF MILLINGTON, ABOUT 40 YARDS EAST OF THE
 FE2600'RALEIGH-MILLINGTON ROAD, AND IS ON THE PROPERTY AND IN THE YARD OF
 FE2600'MR. A.W. MASSEY.
 FE2600'
 FE2600'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 FE2600'U.S. HIGHWAY 51 AND NAVY ROAD IN MILLINGTON, GO EASTERLY ON
 FE2600'NAVY ROAD FOR 0.75 OF A MILE TO RALEIGH-MILLINGTON ROAD ON THE RIGHT.
 FE2600'HERE TURN RIGHT AND GO SOUTHERLY ON RALEIGH-MILLINGTON ROAD FOR
 FE2600'0.35 OF A MILE TO A RAILROAD CROSSING, CONTINUE SOUTHERLY ON RALEIGH
 FE2600'MILLINGTON ROAD FOR 2.05 MILE TO A PAVED DRIVEWAY ON THE LEFT
 FE2600'LEADING INTO THE A.W. MASSEY HOME AND THE STATION ON THE LEFT AS
 FE2600'DESCRIBED.
 FE2600'
 FE2600'THE STATION IS 119 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FE2600'RALEIGH-MILLINGTON ROAD, 82.5 FEET NORTH OF THE NORTHEAST CORNER OF
 FE2600'A BRICK HOUSE, 78 FEET NORTH OF THE NORTHWEST CORNER OF THE BRICK
 FE2600'HOUSE, 27 FEET WEST OF THE NORTHWEST CORNER OF A GARAGE, 24 FEET
 FE2600'NORTH OF THE APPROXIMATE CENTER OF A PAVED DRIVEWAY, 9 FEET SOUTH OF
 FE2600'A HEDGE, 3 FEET WEST OF THE NORTHWEST CORNER OF A PAVED PARKING
 FE2600'AREA, AND IN A TENDED AREA.  IT IS A STANDARD DISK SET IN THE TOP OF
 FE2600'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2600'STAMPED LUCY 1957.
 FE2600'
 FE2600'REFERENCE MARK NO. 1 IS 73 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 FE2600'THE BRICK HOUSE, 52 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 FE2600'OF THE BRICK HOUSE, 14 FEET SOUTH-SOUTHWEST OF THE CENTER OF A BRICK
 FE2600'CHIMNEY FOR AN OUTDOOR GRILL, 10.5 FEET WEST OF A WOVEN WIRE FENCE,
 FE2600'4.5 FEET SOUTH-SOUTHWEST OF THE CORNER OF A CONCRETE SLAB, AND 3 FEET
 FE2600'NORTHWEST OF A CLUMP OF SMALL BODARK TREES.  IT IS A STANDARD DISK
 FE2600'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2
 FE2600'INCHES BELOW THE SWARD, AND THE DISK IS STAMPED LUCY NO 1 1957.
 FE2600'
 FE2600'REFERENCE MARK NO. 2 IS 91 FEET NORTH-NORTHWEST OF THE NORTHWEST
 FE2600'CORNER OF THE BRICK HOUSE, 52 FEET SOUTH OF THE APPROXIMATE
 FE2600'CENTER OF A PAVED DRIVEWAY, 35 FEET EAST OF THE APPROXIMATE CENTER OF
 FE2600'RALEIGH-MILLINGTON ROAD, 17.5 FEET SOUTHEAST OF A TELEPHONE POLE,
 FE2600'1.0 FOOT NORTHEAST OF A POWERLINE SERVICE POLE, AND IN A TENDED LAWN
 FE2600'AREA.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2600'SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SWARD, AND THE
 FE2600'DISK IS STAMPED LUCY NO 2 1957.
 FE2600'
 FE2600'DUE TO THE BRICK HOUSE BEING ON LINE BETWEEN THE REFERENCE MARKS,
 FE2600'THEY COULD NOT BE MEASURED BETWEEN.
 FE2600'
 FE2600'THE AZIMUTH MARK IS ABOUT 0.1 OF A MILE SOUTHWEST OF THE STATION, IN
 FE2600'THE NORTHWEST ANGLE OF THE INTERSECTION OF RALEIGH- MILLINGTON ROAD
 FE2600'AND SYKES ROAD, 51.5 FEET NORTHWEST AND ACROSS RALEIGH-MILLINGTON
 FE2600'ROAD FROM A FIRE HYDRANT, 41 FEET NORTH-NORTHWEST OF THE
 FE2600'APPROXIMATE INTERSECTION OF RALEIGH-MILLINGTON ROAD AND SYKES ROAD,
 FE2600'36 FEET NORTH OF THE APPROXIMATE CENTER OF SYKES ROAD, 23
 FE2600'FEET WEST OF THE APPROXIMATE CENTER OF RALEIGH-MILLINGTON ROAD, 3.5
 FE2600'FEET NORTHWEST OF POWERLINE POLE NO 69109, AND NEAR THE SOUTHEAST
 FE2600'CORNER OF A TRIMMED HEDGE.  IT IS A STANDARD DISK SET IN THE TOP OF
 FE2600'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2600'LUCY 1957.
 FE2600'
 FE2600'TO REACH THE AZIMUTH MARK FROM THE PAVED DRIVEWAY LEADING INTO THE
 FE2600'STATION, CONTINUE SOUTH ON RALEIGH-MILLINGTON ROAD FOR 0.1 OF A
 FE2600'MILE TO THE T INTERSECTION OF SYKES ROAD ON THE RIGHT AND THE MARK IN
 FE2600'THE NORTHWEST ANGLE AS DESCRIBED.
 FE2600'
 FE2600'DUE TO ALL MARKS AT THE STATION SITE BEING IN MOWED AND TENDED AREAS,
 FE2600'NO METAL WITNESS POST WERE SET.
 FE2600'
 FE2600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES SOUTH
 FE2600'OF MILLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1824 ***********************************************************************
 FC1824  DESIGNATION -  LUPER RESET
 FC1824  PID         -  FC1824
 FC1824  STATE/COUNTY-  TN/CUMBERLAND
 FC1824  USGS QUAD   -  OZONE (1989)
 FC1824
 FC1824                         *CURRENT SURVEY CONTROL
 FC1824  ___________________________________________________________________
 FC1824* NAD 83(1995)-  35 57 16.10512(N)    084 47 20.32581(W)     ADJUSTED  
 FC1824* NAVD 88     -       830.0    (meters)    2723.     (feet)  VERTCON   
 FC1824  ___________________________________________________________________
 FC1824  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 FC1824  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FC1824
 FC1824  HORZ ORDER  -  FIRST
 FC1824
 FC1824.The horizontal coordinates were established by classical geodetic methods
 FC1824.and adjusted by the National Geodetic Survey in April 1999..
 FC1824
 FC1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1824
 FC1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1824
 FC1824.The geoid height was determined by GEOID03.
 FC1824
 FC1824;                    North         East     Units Scale Factor Converg.
 FC1824;SPC TN       -   180,540.055   709,244.623   MT  0.99995060   +0 42 32.3
 FC1824;SPC TN       -   592,321.83  2,326,913.40   sFT  0.99995060   +0 42 32.3
 FC1824;UTM  16      - 3,981,158.594   699,404.006   MT  1.00008997   +1 17 55.0
 FC1824
 FC1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1824!SPC TN       -   0.99987433  x   0.99995060  =   0.99982493
 FC1824!UTM  16      -   0.99987433  x   1.00008997  =   0.99996429
 FC1824
 FC1824:                Primary Azimuth Mark                     Grid Az
 FC1824:SPC TN       -  COPPER RIDGE                             156 43 31.2
 FC1824:UTM  16      -  COPPER RIDGE                             156 08 08.5
 FC1824
 FC1824|---------------------------------------------------------------------|
 FC1824| PID    Reference Object                     Distance      Geod. Az  |
 FC1824|                                                           dddmmss.s |
 FC1824| FC1821 COPPER RIDGE                        APPROX.32.7 KM 1572603.5 |
 FC1824| CZ4907 LUPER RM 1                           16.748 METERS 20600     |
 FC1824| FC1825 HINCH MOUNTAIN RESET                APPROX.25.7 KM 2214556.6 |
 FC1824| CZ4908 LUPER RM 2                           18.668 METERS 30714     |
 FC1824|---------------------------------------------------------------------|
 FC1824
 FC1824                          SUPERSEDED SURVEY CONTROL
 FC1824
 FC1824  NAD 83(1995)-  35 57 16.11094(N)    084 47 20.32572(W) AD(       ) 1
 FC1824  NAD 83(1986)-  35 57 16.11711(N)    084 47 20.32432(W) AD(       ) 1
 FC1824  NAD 27      -  35 57 15.86200(N)    084 47 20.52500(W) AD(       ) 1
 FC1824  NGVD 29 (07/19/86)  830.1    (m)         2723.     (f) VERT ANG       
 FC1824
 FC1824.Superseded values are not recommended for survey control.
 FC1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1824.See file dsdata.txt to determine how the superseded data were derived.
 FC1824
 FC1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9940481159(NAD 83)
 FC1824_MARKER: DS = TRIANGULATION STATION DISK
 FC1824_SETTING: 80 = SET IN A BOULDER
 FC1824_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FC1824
 FC1824  HISTORY     - Date     Condition        Report By
 FC1824  HISTORY     - 1941     MONUMENTED       CGS
 FC1824  HISTORY     - 1960     GOOD             CGS
 FC1824  HISTORY     - 1965     GOOD             CGS
 FC1824
 FC1824                          STATION DESCRIPTION
 FC1824
 FC1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FC1824'TENNESSEE DIVISION OF GEOLOGY, WPA, ELEVATION STATION MARK SET FLUSH
 FC1824'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2.5 FEET AND IS STAMPED
 FC1824'LUPER 1883 1941.
 FC1824
 FC1824                          STATION RECOVERY (1960)
 FC1824
 FC1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1824'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  REFERENCE MARKS NO.
 FC1824'1 AND 2 WERE ESTABLISHED BY THIS PARTY.
 FC1824'
 FC1824'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1824'
 FC1824'THE STATION IS LOCATED ABOUT 15-1/2 MILES EAST OF CROSSVILLE, ABOUT 8
 FC1824'1/2 MILES NORTHWEST OF ROCKWOOD AND ABOUT 6 MILES NORTH OF
 FC1824'DAYSVILLE.  THE MOUNTAIN IS HORSESHOE-SHAPED, OPENING SOUTHWARD.
 FC1824'THERE ARE TWO POINTS (328 FEET NORTHEAST AND 656 FEET SOUTHEAST)
 FC1824'HIGHER THAN THE STATION.  THIS MOUNTAIN (IN THE CRAB ORCHARD RANGE)
 FC1824'IS KNOWN AS LUPER MOUNTAIN.
 FC1824'
 FC1824'TO REACH FROM THE CROSSROAD IN DAYSVILLE, GO EAST ON A GRAVELED ROAD
 FC1824'FOR 0.35 MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTH FOR 1.6
 FC1824'MILES TO A SHARP LEFT TURN AND A DIM TRACK ROAD STRAIGHT AHEAD,
 FC1824'CONTINUE STRAIGHT AHEAD FOR 50 YARDS TO A FORK, TAKE LEFT FORK AND
 FC1824'GO NORTH FOR 0.8 MILE TO A TVA POWER LINE, CONTINUE ON DIM TRACK ROAD
 FC1824'FOR 1.85 MILES TO AN OLD ABANDON HOUSE, CONTINUE NORTH FOR 0.05 MILE
 FC1824'TO A DIM FORK AND A TRIANGLE BLAZED TREE ON THE LEFT, TAKE THE RIGHT
 FC1824'FORK AND GO 0.05 MILE TO A DIM FORK, TAKE THE LEFT FORK AND FOLLOW
 FC1824'DIM TRACK ROAD UP THE RIDGE ALONG THE MOUNTAIN TOP FOR 1.5 MILES TO A
 FC1824'TRIANGLE BLAZED TREE ON THE LEFT AND THE STATION.
 FC1824'
 FC1824'THE STATION IS 6.1 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 FC1824'TENNESSEE DIVISION OF GEOLOGY, WPA, ELEVATION STATION MARK SET FLUSH
 FC1824'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2.5 FEET AND IS STAMPED
 FC1824'LUPER 1883 1941.
 FC1824'
 FC1824'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN A BOULDER, FLUSH, AND
 FC1824'STAMPED LUPER NO 1 1883 1941.
 FC1824'
 FC1824'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN A BOULDER, PROJECTING
 FC1824'8 INCHES, AND STAMPED LUPER NO 2 1883 1941.
 FC1824
 FC1824                          STATION RECOVERY (1965)
 FC1824
 FC1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 FC1824'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FC1824'DESCRIPTION, AS GIVEN IN THE 1960 RECOVERY NOTE, IS COMPLETELY
 FC1824'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1579 ***********************************************************************
 FE1579  DESIGNATION -  LUSK
 FE1579  PID         -  FE1579
 FE1579  STATE/COUNTY-  TN/LAUDERDALE
 FE1579  USGS QUAD   -  OPEN LAKE (1983)
 FE1579
 FE1579                         *CURRENT SURVEY CONTROL
 FE1579  ___________________________________________________________________
 FE1579* NAD 83(1995)-  35 46 18.74032(N)    089 38 42.77048(W)     ADJUSTED  
 FE1579* NAVD 88     -       149.920  (meters)     491.86   (feet)  ADJUSTED  
 FE1579  ___________________________________________________________________
 FE1579  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE1579  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1579  DYNAMIC HT  -         149.792 (meters)     491.44  (feet)  COMP
 FE1579  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 FE1579
 FE1579  HORZ ORDER  -  FIRST
 FE1579  VERT ORDER  -  FIRST     CLASS II
 FE1579
 FE1579.The horizontal coordinates were established by classical geodetic methods
 FE1579.and adjusted by the National Geodetic Survey in April 1999..
 FE1579
 FE1579.The orthometric height was determined by differential leveling
 FE1579.and adjusted by the National Geodetic Survey in June 1991..
 FE1579
 FE1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1579
 FE1579.The geoid height was determined by GEOID03.
 FE1579
 FE1579.The dynamic height is computed by dividing the NAVD 88
 FE1579.geopotential number by the normal gravity value computed on the
 FE1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1579.degrees latitude (g = 980.6199 gals.).
 FE1579
 FE1579.The modeled gravity was interpolated from observed gravity values.
 FE1579
 FE1579;                    North         East     Units Scale Factor Converg.
 FE1579;SPC TN       -   165,741.728   270,483.105   MT  0.99994899   -2 08 02.6
 FE1579;SPC TN       -   543,770.99    887,409.99   sFT  0.99994899   -2 08 02.6
 FE1579;SPC AR N     -   162,140.329   612,893.189   MT  0.99994128   +1 22 12.9
 FE1579;SPC AR N     -   531,955.40  2,010,800.40   sFT  0.99994128   +1 22 12.9
 FE1579;UTM  16      - 3,961,874.219   260,881.294   MT  1.00030463   -1 32 49.3
 FE1579
 FE1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1579!SPC TN       -   0.99998081  x   0.99994899  =   0.99992980
 FE1579!SPC AR N     -   0.99998081  x   0.99994128  =   0.99992209
 FE1579!UTM  16      -   0.99998081  x   1.00030463  =   1.00028543
 FE1579
 FE1579|---------------------------------------------------------------------|
 FE1579| PID    Reference Object                     Distance      Geod. Az  |
 FE1579|                                                           dddmmss.s |
 FE1579| FE2612 LUSK RM 3                            37.136 METERS 04654     |
 FE1579| CG4460 LUSK RM 4                            23.721 METERS 09832     |
 FE1579| FE2632 RIPLEY MUNICIPAL TANK               APPROX.10.9 KM 1053508.7 |
 FE1579| FE1580 LUSK RM 1                           228.600 METERS 19738     |
 FE1579| CG4459 LUSK RM 2                           108.936 METERS 31540     |
 FE1579|---------------------------------------------------------------------|
 FE1579
 FE1579                          SUPERSEDED SURVEY CONTROL
 FE1579
 FE1579  NAD 83(1995)-  35 46 18.74708(N)    089 38 42.77194(W) AD(       ) 1
 FE1579  NAD 83(1986)-  35 46 18.75132(N)    089 38 42.77147(W) AD(       ) 1
 FE1579  NAD 27      -  35 46 18.47180(N)    089 38 42.49050(W) AD(       ) 1
 FE1579  NGVD 29 (??/??/??)  149.878  (m)          491.72   (f) ADJUSTED    1 2
 FE1579
 FE1579.Superseded values are not recommended for survey control.
 FE1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1579.See file dsdata.txt to determine how the superseded data were derived.
 FE1579
 FE1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6088161874(NAD 83)
 FE1579_MARKER: DS = TRIANGULATION STATION DISK
 FE1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1579_STAMPING: LUSK 1929
 FE1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1579+STABILITY: SURFACE MOTION
 FE1579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1579+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1579
 FE1579  HISTORY     - Date     Condition        Report By
 FE1579  HISTORY     - 1929     MONUMENTED       CGS
 FE1579  HISTORY     - 1957     GOOD             CGS
 FE1579  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FE1579  HISTORY     - 20020809 GOOD             USACE
 FE1579
 FE1579                          STATION DESCRIPTION
 FE1579
 FE1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 FE1579'ABOUT 7 MILES WEST OF RIPLEY, IN CULTIVATED FIELD BELONGING TO DR.
 FE1579'LUSK, WHO HAS AN OFFICE NEAR NORTHEAST CORNER OF SQUARE IN
 FE1579'RIPLEY. TO REACH FROM RIPLEY, GO WEST ON ROUTE 19, TO DIRT ROAD
 FE1579'TURNING SOUTH 2.4 MILES WEST OF ARP. A LARGE GRAVEL PILE IS IN
 FE1579'SOUTHEAST CORNER OF THIS FORK AND DIRT ROAD PASSES THROUGH DEEP CUT.
 FE1579'STATION IS 150 FEET SOUTH OF ROUTE 19, ON TOP OF 8-FOOT BANK ON
 FE1579'WEST SIDE OF DIRT ROAD, 50 YARDS SOUTH OF FORK, 16 FEET WEST OF FENCE
 FE1579'ON EDGE OF BANK, 21 FEET SOUTHWEST OF BLAZED 6-INCH WALNUT, AND
 FE1579'18 FEET NORTHWEST OF BLAZED 12-INCH WALNUT. SURFACE AND UNDERGROUND
 FE1579'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE1579'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FE1579'NO. 1 IS ABOUT 12 FEET WEST OF CENTER OF DIRT ROAD, 2 FEET
 FE1579'FROM 30-INCH STUMP, AND APPROXIMATELY 250 YARDS FROM STATION.
 FE1579'NO. 2 IS ON BANK ABOUT 30 FEET SOUTH
 FE1579'FROM CENTER LINE OF MAIN HIGHWAY, ABOUT 100 YARDS WEST OF ROAD
 FE1579'INTERSECTION, AND 357.40 FEET FROM STATION N 44 DEG 20 MIN W.
 FE1579
 FE1579                          STATION RECOVERY (1957)
 FE1579
 FE1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FE1579'3.1 MI W FROM ARP.
 FE1579'3.1 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1579'ELEMENTARY SCHOOL AT ARP, NEAR THE T JUNCTION OF A GRAVEL ROAD
 FE1579'LEADING SOUTH, 151 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FE1579'155 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 FE1579'THE GRAVEL ROAD SOUTH, 50 FEET WEST OF THE CENTER LINE OF THE
 FE1579'GRAVEL ROAD, 16 FEET SOUTHWEST OF A POWER LINE POLE, 12 FEET
 FE1579'WEST OF THE EAST EDGE OF A CULTIVATED FIELD, ABOUT 10 FEET ABOVE
 FE1579'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 FE1579'INCHES ABOVE THE GROUND.
 FE1579
 FE1579                          STATION RECOVERY (1958)
 FE1579
 FE1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE1579'THE STATION MARKS AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 FE1579'IN GOOD CONDITION. TWO NEW REFERENCE MARKS WERE ESTABLISHED AT
 FE1579'THIS TIME. THE TOWER COULD NOT BE ERECTED OVER THE STATION MARK
 FE1579'BECAUSE OF A POWER LINE OVERHEAD. IT WAS ERECTED OVER REFERENCE MARK
 FE1579'3 AND OCCUPIED.
 FE1579'
 FE1579'A NEW TO REACH AND DESCRIPTION FOLLOWS.
 FE1579'
 FE1579'THE STATION IS ABOUT 7 MILES WEST OF RIPLEY, 150 FEET SOUTH OF THE
 FE1579'CENTERLINE OF STATE HIGHWAY 19, 16 FEET SOUTHWEST OF A POWER LINE
 FE1579'POLE, 50 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD SOUTH AND IS
 FE1579'ON A BANK ABOUT 10 FEET HIGHER THAN THE ROAD. THE MONUMENT
 FE1579'PROJECTS 7 INCHES AND THE DISK IS STAMPED LUSK 1929.
 FE1579'
 FE1579'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 FE1579'RIPLEY, GO SOUTH ON STATE HIGHWAY 19 FOR 0.05 MILE TO WHERE
 FE1579'HIGHWAY 19 TURNS TO THE WEST. TURN RIGHT AND GO WEST, CONTINUING ON
 FE1579'HIGHWAY 19 FOR 3.95 MILES TO THE ARP CONSOLIDATED SCHOOL ON
 FE1579'THE RIGHT. CONTINUE WEST ON HIGHWAY 19 FOR 2.75 MILES TO THE STATION
 FE1579'ON THE LEFT.
 FE1579'
 FE1579'TO REACH THE ONE REMAINING REFERENCE MARK FROM THE STATION, GO SOUTH
 FE1579'ON THE GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 FE1579'
 FE1579'REFERENCE MARK 1 IS 16 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 FE1579'ROAD AND 32 FEET NORTHEAST OF A FENCE CORNER. THE MONUMENT
 FE1579'PROJECTS 6 INCHES AND THE DISK IS STAMPED LUSK NO 1 1929.
 FE1579'
 FE1579'REFERENCE MARK 3 IS 93 FEET SOUTHEAST OF THE INTERSECTION OF HIGHWAY
 FE1579'19 AND THE GRAVELED ROAD SOUTH, 8 FEET NORTHWEST OF A WHITE WITNESS
 FE1579'POST, 49 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 19 AND 52 FEET EAST
 FE1579'OF THE CENTERLINE OF THE GRAVELED ROAD SOUTH. THE MONUMENT IS FLUSH
 FE1579'AND THE DISK IS STAMPED LUSK NO 3 1929.
 FE1579'
 FE1579'REFERENCE MARK 4 IS 26 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE1579'ROAD SOUTH AND IS ON A BANK ABOUT 5 FEET HIGHER THAN THE ROAD LEVEL.
 FE1579'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LUSK NO 4
 FE1579'1929.
 FE1579
 FE1579                          STATION RECOVERY (2002)
 FE1579
 FE1579'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1580 ***********************************************************************
 FE1580  DESIGNATION -  LUSK RM 1
 FE1580  PID         -  FE1580
 FE1580  STATE/COUNTY-  TN/LAUDERDALE
 FE1580  USGS QUAD   -  OPEN LAKE (1983)
 FE1580
 FE1580                         *CURRENT SURVEY CONTROL
 FE1580  ___________________________________________________________________
 FE1580* NAD 83(1986)-  35 46 16.     (N)    089 38 44.     (W)     SCALED    
 FE1580* NAVD 88     -       143.587  (meters)     471.08   (feet)  ADJUSTED  
 FE1580  ___________________________________________________________________
 FE1580  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1580  DYNAMIC HT  -         143.464 (meters)     470.68  (feet)  COMP
 FE1580  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 FE1580
 FE1580  VERT ORDER  -  FIRST     CLASS II
 FE1580
 FE1580.The horizontal coordinates were scaled from a topographic map and have
 FE1580.an estimated accuracy of +/- 6 seconds.
 FE1580
 FE1580.The orthometric height was determined by differential leveling
 FE1580.and adjusted by the National Geodetic Survey in June 1991..
 FE1580.WARNING-Repeat measurements at this control monument indicate possible
 FE1580.vertical movement.
 FE1580
 FE1580.The geoid height was determined by GEOID03.
 FE1580
 FE1580.The dynamic height is computed by dividing the NAVD 88
 FE1580.geopotential number by the normal gravity value computed on the
 FE1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1580.degrees latitude (g = 980.6199 gals.).
 FE1580
 FE1580.The modeled gravity was interpolated from observed gravity values.
 FE1580
 FE1580;                    North         East    Units  Estimated Accuracy
 FE1580;SPC TN       -   165,660.      270,450.      MT  (+/- 180 meters Scaled)
 FE1580
 FE1580                          SUPERSEDED SURVEY CONTROL
 FE1580
 FE1580  NGVD 29 (??/??/??)  143.545  (m)          470.95   (f) ADJUSTED    1 2
 FE1580
 FE1580.Superseded values are not recommended for survey control.
 FE1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1580.See file dsdata.txt to determine how the superseded data were derived.
 FE1580
 FE1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE608617(NAD 83)
 FE1580_MARKER: DR = REFERENCE MARK DISK
 FE1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1580_STAMPING: LUSK NO 1 1929
 FE1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1580+STABILITY: SURFACE MOTION
 FE1580
 FE1580  HISTORY     - Date     Condition        Report By
 FE1580  HISTORY     - 1929     MONUMENTED       CGS
 FE1580  HISTORY     - 1957     GOOD             CGS
 FE1580  HISTORY     - 19711201 MARK NOT FOUND   USGS
 FE1580
 FE1580                          STATION DESCRIPTION
 FE1580
 FE1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1580'3.2 MI W FROM ARP.
 FE1580'3.1 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP CONSOLIDATED
 FE1580'ELEMENTARY SCHOOL AT ARP, THENCE 0.15 MILE SOUTH ALONG A GRAVEL
 FE1580'ROAD, 799 FEET SOUTH OF TRIANGULATION STATION LUSK, 15 FEET WEST
 FE1580'OF THE CENTER LINE OF THE GRAVEL ROAD, 257 FEET NORTH OF THE
 FE1580'NORTHEAST CORNER OF A FRAME HOUSE ON THE WEST SIDE OF THE ROAD,
 FE1580'219 FEET NORTH OF A POWER LINE POLE WITH TRANSFORMER AND BRANCH
 FE1580'LINE TO HOUSE, 67 FEET NORTHWEST AND ACROSS THE GRAVEL ROAD
 FE1580'FROM THE NORTHWEST CORNER OF A SMALL FRAME HOUSE COVERED WITH
 FE1580'RED TAR PAPER, 32 FEET NORTH OF A FENCE CORNER, 1/2 FOOT ABOVE
 FE1580'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE1580'PROJECTING 10 INCHES.
 FE1580
 FE1580                          STATION RECOVERY (1971)
 FE1580
 FE1580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (LAP)
 FE1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2612 ***********************************************************************
 FE2612  DESIGNATION -  LUSK RM 3
 FE2612  PID         -  FE2612
 FE2612  STATE/COUNTY-  TN/LAUDERDALE
 FE2612  USGS QUAD   -  OPEN LAKE (1983)
 FE2612
 FE2612                         *CURRENT SURVEY CONTROL
 FE2612  ___________________________________________________________________
 FE2612* NAD 83(1995)-  35 46 19.56362(N)    089 38 41.69096(W)     ADJUSTED  
 FE2612* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 FE2612  ___________________________________________________________________
 FE2612  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FE2612  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE2612
 FE2612  HORZ ORDER  -  SECOND
 FE2612
 FE2612.The horizontal coordinates were established by classical geodetic methods
 FE2612.and adjusted by the National Geodetic Survey in April 1999..
 FE2612
 FE2612.The orthometric height was scaled from a topographic map.
 FE2612
 FE2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2612
 FE2612.The geoid height was determined by GEOID03.
 FE2612
 FE2612;                    North         East     Units Scale Factor Converg.
 FE2612;SPC TN       -   165,766.075   270,511.145   MT  0.99994898   -2 08 02.0
 FE2612;SPC TN       -   543,850.86    887,501.98   sFT  0.99994898   -2 08 02.0
 FE2612;SPC AR N     -   162,166.343   612,919.687   MT  0.99994129   +1 22 13.5
 FE2612;SPC AR N     -   532,040.74  2,010,887.34   sFT  0.99994129   +1 22 13.5
 FE2612;UTM  16      - 3,961,898.860   260,909.092   MT  1.00030446   -1 32 48.7
 FE2612
 FE2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2612!SPC TN       -   0.99998095  x   0.99994898  =   0.99992993
 FE2612!SPC AR N     -   0.99998095  x   0.99994129  =   0.99992224
 FE2612!UTM  16      -   0.99998095  x   1.00030446  =   1.00028540
 FE2612
 FE2612:                Primary Azimuth Mark                     Grid Az
 FE2612:SPC TN       -  LUSK AZ MK                               075 24 28.0
 FE2612:SPC AR N     -  LUSK AZ MK                               071 54 12.5
 FE2612:UTM  16      -  LUSK AZ MK                               074 49 14.7
 FE2612
 FE2612|---------------------------------------------------------------------|
 FE2612| PID    Reference Object                     Distance      Geod. Az  |
 FE2612|                                                           dddmmss.s |
 FE2612| CG4458 LUSK AZ MK                                         0731626.0 |
 FE2612| CG4460 LUSK RM 4                            29.140 METERS 18715     |
 FE2612| FE1579 LUSK                                 37.136 METERS 22654     |
 FE2612|---------------------------------------------------------------------|
 FE2612
 FE2612                          SUPERSEDED SURVEY CONTROL
 FE2612
 FE2612  NAD 83(1995)-  35 46 19.57039(N)    089 38 41.69242(W) AD(       ) 2
 FE2612  NAD 83(1986)-  35 46 19.57462(N)    089 38 41.69196(W) AD(       ) 2
 FE2612  NAD 27      -  35 46 19.29510(N)    089 38 41.41090(W) AD(       ) 2
 FE2612
 FE2612.Superseded values are not recommended for survey control.
 FE2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2612.See file dsdata.txt to determine how the superseded data were derived.
 FE2612
 FE2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6090961899(NAD 83)
 FE2612_MARKER: DR = REFERENCE MARK DISK
 FE2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2612
 FE2612  HISTORY     - Date     Condition        Report By
 FE2612  HISTORY     - 1958     MONUMENTED       CGS
 FE2612  HISTORY     - 1959     GOOD             CGS
 FE2612
 FE2612                          STATION DESCRIPTION
 FE2612
 FE2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2612'THE STATION IS ABOUT 7 MILES WEST OF RIPLEY, ON THE SOUTH SIDE OF
 FE2612'STATE HIGHWAY 19. IT IS 93 FEET SOUTHEAST OF THE INTERSECTION
 FE2612'OF HIGHWAY 19 AND A GRAVELED ROAD SOUTH, 8 FEET NORTHWEST OF A WHITE
 FE2612'WITNESS POST, 49 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 19 AND
 FE2612'52 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD. THE MONUMENT IS
 FE2612'FLUSH AND THE DISK IS STAMPED LUSK NO 3 1929.
 FE2612'
 FE2612'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 FE2612'RIPLEY, GO SOUTH ON STATE HIGHWAY 19 FOR 0.05 MILE. TURN RIGHT AND GO
 FE2612'WEST, CONTINUING ON HIGHWAY 19 FOR 3.95 MILES TO THE ARP CONSOLIDATED
 FE2612'SCHOOL ON THE RIGHT. CONTINUE WEST ON HIGHWAY 19 FOR 2.75 MILES TO
 FE2612'THE STATION ON THE LEFT.
 FE2612'
 FE2612'STATION LUSK 1929 IS 150 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 19,
 FE2612'16 FEET SOUTHWEST OF A POWER LINE POLE, 50 FEET WEST OF THE
 FE2612'CENTERLINE OF THE GRAVELED ROAD AND IS ON A BANK ABOUT 10 FEET HIGHER
 FE2612'THAN THE ROAD LEVEL, SOUTHWEST OF THE INTERSECTION OF HIGHWAY 19 AND
 FE2612'THE GRAVELED ROAD SOUTH. THE MONUMENT PROJECTS 7 INCHES AND THE DISK
 FE2612'IS STAMPED LUSK 1929.
 FE2612'
 FE2612'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2612
 FE2612                          STATION RECOVERY (1959)
 FE2612
 FE2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2612'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. THE
 FE2612'DESCRIPTION AND TO REACH ARE ADEQUATE. AT THIS TIME REFERENCE MARK 4
 FE2612'AND THE AZIMUTH MARK WERE ESTABLISHED. THE DISTANCE AND DIRECTION TO
 FE2612'LUSK 1929 CHECKED.
 FE2612'
 FE2612'REFERENCE MARK 4 IS 26 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 FE2612'ROAD AND ON A BANK ABOUT 5 FEET HIGHER THAN THE ROAD SURFACE. THE
 FE2612'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LUSK NO 4 1929.
 FE2612'
 FE2612'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 FE2612'19, 3 FEET WEST OF A POWER POLE AND 1 FOOT NORTHWEST OF A
 FE2612'WHITE WITNESS POST. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 FE2612'STAMPED LUSK 1929.
 FE2612'
 FE2612'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON HIGHWAY
 FE2612'19 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE2612'
 FE2612'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0638 ***********************************************************************
 GC0638  DESIGNATION -  LYLE
 GC0638  PID         -  GC0638
 GC0638  STATE/COUNTY-  TN/DAVIDSON
 GC0638  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0638
 GC0638                         *CURRENT SURVEY CONTROL
 GC0638  ___________________________________________________________________
 GC0638* NAD 83(1995)-  36 07 37.44103(N)    086 44 03.52242(W)     ADJUSTED  
 GC0638* NAVD 88     -       172.349  (meters)     565.45   (feet)  ADJUSTED  
 GC0638  ___________________________________________________________________
 GC0638  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GC0638  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0638  DYNAMIC HT  -         172.202 (meters)     564.97  (feet)  COMP
 GC0638  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GC0638
 GC0638  HORZ ORDER  -  SECOND
 GC0638  VERT ORDER  -  SECOND    CLASS 0
 GC0638
 GC0638.The horizontal coordinates were established by classical geodetic methods
 GC0638.and adjusted by the National Geodetic Survey in April 1999..
 GC0638
 GC0638.The orthometric height was determined by differential leveling
 GC0638.and adjusted by the National Geodetic Survey in June 1991..
 GC0638
 GC0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0638
 GC0638.The geoid height was determined by GEOID03.
 GC0638
 GC0638.The dynamic height is computed by dividing the NAVD 88
 GC0638.geopotential number by the normal gravity value computed on the
 GC0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0638.degrees latitude (g = 980.6199 gals.).
 GC0638
 GC0638.The modeled gravity was interpolated from observed gravity values.
 GC0638
 GC0638;                    North         East     Units Scale Factor Converg.
 GC0638;SPC TN       -   199,262.177   533,901.286   MT  0.99996144   -0 25 47.6
 GC0638;SPC TN       -   653,745.99  1,751,641.14   sFT  0.99996144   -0 25 47.6
 GC0638;UTM  16      - 3,998,074.866   523,907.401   MT  0.99960704   +0 09 23.9
 GC0638
 GC0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0638!SPC TN       -   0.99997754  x   0.99996144  =   0.99993898
 GC0638!UTM  16      -   0.99997754  x   0.99960704  =   0.99958459
 GC0638
 GC0638|---------------------------------------------------------------------|
 GC0638| PID    Reference Object                     Distance      Geod. Az  |
 GC0638|                                                           dddmmss.s |
 GC0638| GC0636 LYLE RM 1                            38.795 METERS 08331     |
 GC0638| GC0637 LYLE RM 2                            35.883 METERS 17621     |
 GC0638| CG6831 LYLE AZ MK                                         1905846.7 |
 GC0638| GC0633 RADNOR                              APPROX. 1.8 KM 2470939.3 |
 GC0638|---------------------------------------------------------------------|
 GC0638
 GC0638                          SUPERSEDED SURVEY CONTROL
 GC0638
 GC0638  NAD 83(1995)-  36 07 37.44322(N)    086 44 03.52457(W) AD(       ) 2
 GC0638  NAD 83(1995)-  36 07 37.44522(N)    086 44 03.52421(W) AD(       ) 2
 GC0638  NAD 83(1986)-  36 07 37.45113(N)    086 44 03.52546(W) AD(       ) 2
 GC0638  NAD 27      -  36 07 37.24410(N)    086 44 03.53140(W) AD(       ) 2
 GC0638  NGVD 29 (??/??/92)  172.367  (m)          565.51   (f) ADJ UNCH    2 0
 GC0638
 GC0638.Superseded values are not recommended for survey control.
 GC0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0638.See file dsdata.txt to determine how the superseded data were derived.
 GC0638
 GC0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2390798075(NAD 83)
 GC0638_MARKER: DS = TRIANGULATION STATION DISK
 GC0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0638_STAMPING: LYLE 1959
 GC0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0638+STABILITY: SURFACE MOTION
 GC0638
 GC0638  HISTORY     - Date     Condition        Report By
 GC0638  HISTORY     - 1959     MONUMENTED       CGS
 GC0638  HISTORY     - 1960     GOOD             NGS
 GC0638
 GC0638                          STATION DESCRIPTION
 GC0638
 GC0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0638'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE STATE CAPITOL
 GC0638'BUILDING AND ABOUT 3 MILES WEST OF THE NASHVILLE
 GC0638'MUNICIPAL AIRPORT (BERRY FIELD).
 GC0638'
 GC0638'TO REACH THE STATION FROM THE CITY LIMITS, GO SOUTHEAST ON
 GC0638'MURFREESBORO PIKE FOR 0.9 MILE TO FOSTER AVENUE, TURN RIGHT ON
 GC0638'FOSTER AVENUE AND GO SOUTH FOR 0.85 MILE TO LYLE LANE, TURN LEFT ON
 GC0638'LYLE LANE AND GO 0.45 MILE TO WHERE LYLE LANE TURNS SHARP RIGHT
 GC0638'AND THE STATION ON THE RIGHT AS DESCRIBED.
 GC0638'
 GC0638'THE STATION IS 65 FEET SOUTHWEST OF A T INTERSECTION AND 32 FEET
 GC0638'SOUTH OF A LYLE LANE STREET MARKER.  IT IS A STANDARD DISK SET
 GC0638'FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED LYLE 1959.
 GC0638'
 GC0638'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE CENTER OF A BLACKTOP
 GC0638'ROAD AND 2 FEET WEST OF A POWER LINE POLE.  IT IS A STANDARD DISK
 GC0638'SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED LYLE
 GC0638'NO. 1 1959.
 GC0638'
 GC0638'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE CENTER OF A BLACKTOP ROAD
 GC0638'AND 1 FOOT NORTH OF A POWER LINE BRACE POLE.  IT IS A STANDARD DISK
 GC0638'SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED LYLE
 GC0638'NO. 2 1959.
 GC0638'
 GC0638'THE AZIMUTH MARK IS 24 FEET EAST OF A BLACKTOP ROAD, 16 FEET NORTH OF
 GC0638'A POWER LINE POLE AND 1 FOOT EAST OF A GUY WIRE.  IT IS A STANDARD
 GC0638'DISK SET FLUSH WITH THE SURROUNDING SURFACE AND THE DISK IS STAMPED
 GC0638'LYLE 1959.
 GC0638'
 GC0638'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON LYLE LANE FOR
 GC0638'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC0638
 GC0638                          STATION RECOVERY (1960)
 GC0638
 GC0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0638'AT NASHVILLE.
 GC0638'TO REACH THE STATION FROM THE CITY LIMITS, GO SOUTHEAST ON
 GC0638'MURFREESBORO PIKE FOR 0.9 MILE TO FOSTER AVENUE, TURN RIGHT ON
 GC0638'FOSTER AVENUE AND GO SOUTH FOR 0.85 MILE TO LYLE LANE, TURN LEFT
 GC0638'ON LYLE LANE AND GO 0.45 MILE TO WHERE LYLE LANE TURNS SHARP RIGHT.
 GC0638'THE STATION MARK IS 65 FT. SOUTHWEST OF A T INTERSECTION AND 32 FT.
 GC0638'SOUTH OF A LYLE LANE STREET MARKER, IN THE TOP OF A CONCRETE POST
 GC0638'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0636 ***********************************************************************
 GC0636  DESIGNATION -  LYLE RM 1
 GC0636  PID         -  GC0636
 GC0636  STATE/COUNTY-  TN/DAVIDSON
 GC0636  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0636
 GC0636                         *CURRENT SURVEY CONTROL
 GC0636  ___________________________________________________________________
 GC0636* NAD 83(1986)-  36 07 37.     (N)    086 44 03.     (W)     SCALED    
 GC0636* NAVD 88     -       172.465  (meters)     565.83   (feet)  ADJUSTED  
 GC0636  ___________________________________________________________________
 GC0636  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0636  DYNAMIC HT  -         172.317 (meters)     565.34  (feet)  COMP
 GC0636  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GC0636
 GC0636  VERT ORDER  -  SECOND    CLASS 0
 GC0636
 GC0636.The horizontal coordinates were scaled from a topographic map and have
 GC0636.an estimated accuracy of +/- 6 seconds.
 GC0636
 GC0636.The orthometric height was determined by differential leveling
 GC0636.and adjusted by the National Geodetic Survey in June 1991..
 GC0636
 GC0636.The geoid height was determined by GEOID03.
 GC0636
 GC0636.The dynamic height is computed by dividing the NAVD 88
 GC0636.geopotential number by the normal gravity value computed on the
 GC0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0636.degrees latitude (g = 980.6199 gals.).
 GC0636
 GC0636.The modeled gravity was interpolated from observed gravity values.
 GC0636
 GC0636;                    North         East    Units  Estimated Accuracy
 GC0636;SPC TN       -   199,250.      533,910.      MT  (+/- 180 meters Scaled)
 GC0636
 GC0636                          SUPERSEDED SURVEY CONTROL
 GC0636
 GC0636  NGVD 29 (??/??/92)  172.483  (m)          565.89   (f) ADJ UNCH    2 0
 GC0636
 GC0636.Superseded values are not recommended for survey control.
 GC0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0636.See file dsdata.txt to determine how the superseded data were derived.
 GC0636
 GC0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE239980(NAD 83)
 GC0636_MARKER: DR = REFERENCE MARK DISK
 GC0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0636_STAMPING: LYLE NO 1 1959
 GC0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0636+STABILITY: SURFACE MOTION
 GC0636
 GC0636  HISTORY     - Date     Condition        Report By
 GC0636  HISTORY     - 1959     MONUMENTED       CGS
 GC0636  HISTORY     - 1960     GOOD             NGS
 GC0636
 GC0636                          STATION DESCRIPTION
 GC0636
 GC0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0636'AT NASHVILLE.
 GC0636'THIS MARK IS LOCATED AT THE LYLE 1959 STATION SITE, 127.3 FT. EAST
 GC0636'OF THE STATION MARK, 21 FT. SOUTH OF THE CENTER OF A BLACKTOP
 GC0636'ROAD AND 2 FT. WEST OF A POWER LINE POLE, IN THE TOP OF A CONCRETE
 GC0636'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0637 ***********************************************************************
 GC0637  DESIGNATION -  LYLE RM 2
 GC0637  PID         -  GC0637
 GC0637  STATE/COUNTY-  TN/DAVIDSON
 GC0637  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0637
 GC0637                         *CURRENT SURVEY CONTROL
 GC0637  ___________________________________________________________________
 GC0637* NAD 83(1986)-  36 07 37.     (N)    086 44 03.     (W)     SCALED    
 GC0637* NAVD 88     -       171.867  (meters)     563.87   (feet)  ADJUSTED  
 GC0637  ___________________________________________________________________
 GC0637  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC0637  DYNAMIC HT  -         171.720 (meters)     563.38  (feet)  COMP
 GC0637  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GC0637
 GC0637  VERT ORDER  -  SECOND    CLASS 0
 GC0637
 GC0637.The horizontal coordinates were scaled from a topographic map and have
 GC0637.an estimated accuracy of +/- 6 seconds.
 GC0637
 GC0637.The orthometric height was determined by differential leveling
 GC0637.and adjusted by the National Geodetic Survey in June 1991..
 GC0637
 GC0637.The geoid height was determined by GEOID03.
 GC0637
 GC0637.The dynamic height is computed by dividing the NAVD 88
 GC0637.geopotential number by the normal gravity value computed on the
 GC0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0637.degrees latitude (g = 980.6199 gals.).
 GC0637
 GC0637.The modeled gravity was interpolated from observed gravity values.
 GC0637
 GC0637;                    North         East    Units  Estimated Accuracy
 GC0637;SPC TN       -   199,250.      533,910.      MT  (+/- 180 meters Scaled)
 GC0637
 GC0637                          SUPERSEDED SURVEY CONTROL
 GC0637
 GC0637  NGVD 29 (??/??/92)  171.885  (m)          563.93   (f) ADJ UNCH    2 0
 GC0637
 GC0637.Superseded values are not recommended for survey control.
 GC0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0637.See file dsdata.txt to determine how the superseded data were derived.
 GC0637
 GC0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE239980(NAD 83)
 GC0637_MARKER: DR = REFERENCE MARK DISK
 GC0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0637_STAMPING: LYLE NO 2 1959
 GC0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0637+STABILITY: SURFACE MOTION
 GC0637
 GC0637  HISTORY     - Date     Condition        Report By
 GC0637  HISTORY     - 1959     MONUMENTED       CGS
 GC0637  HISTORY     - 1960     GOOD             NGS
 GC0637  HISTORY     - 1980     GOOD             LOCSUR
 GC0637
 GC0637                          STATION DESCRIPTION
 GC0637
 GC0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0637'AT NASHVILLE.
 GC0637'THIS MARK IS LOCATED AT THE LYLE 1959 STATION SITE, 117.7 FT. SOUTH
 GC0637'OF THE STATION SITE, 19 FT. WEST OF THE CENTER OF A BLACKTOP ROAD
 GC0637'AND 1 FT. NORTH OF A POWER LINE POLE, IN THE TOP OF A CONCRETE
 GC0637'POST THAT IS FLUSH WITH THE GROUND.
 GC0637
 GC0637                          STATION RECOVERY (1980)
 GC0637
 GC0637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GC0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3558 ***********************************************************************
 GA3558  DESIGNATION -  LYN
 GA3558  PID         -  GA3558
 GA3558  STATE/COUNTY-  TN/UNION
 GA3558  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA3558
 GA3558                         *CURRENT SURVEY CONTROL
 GA3558  ___________________________________________________________________
 GA3558* NAD 83(1995)-  36 12 11.53021(N)    083 52 40.19719(W)     ADJUSTED  
 GA3558* NAVD 88     -       351.2    (meters)    1152.     (feet)  VERTCON   
 GA3558  ___________________________________________________________________
 GA3558  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GA3558  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA3558
 GA3558  HORZ ORDER  -  SECOND
 GA3558
 GA3558.The horizontal coordinates were established by classical geodetic methods
 GA3558.and adjusted by the National Geodetic Survey in April 1999..
 GA3558
 GA3558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3558
 GA3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3558
 GA3558.The geoid height was determined by GEOID03.
 GA3558
 GA3558;                    North         East     Units Scale Factor Converg.
 GA3558;SPC TN       -   209,531.157   790,829.513   MT  0.99996910   +1 14 32.6
 GA3558;SPC TN       -   687,436.80  2,594,579.83   sFT  0.99996910   +1 14 32.6
 GA3558;UTM  17      - 4,010,326.871   241,261.660   MT  1.00042494   -1 42 02.7
 GA3558
 GA3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3558!SPC TN       -   0.99994970  x   0.99996910  =   0.99991880
 GA3558!UTM  17      -   0.99994970  x   1.00042494  =   1.00037462
 GA3558
 GA3558|---------------------------------------------------------------------|
 GA3558| PID    Reference Object                     Distance      Geod. Az  |
 GA3558|                                                           dddmmss.s |
 GA3558| DB9667 LYN RM 1                              6.120 METERS 00606     |
 GA3558| DB9666 LYN AZ MK                                          0924251.2 |
 GA3558| DB9668 LYN RM 2                              5.690 METERS 22425     |
 GA3558|---------------------------------------------------------------------|
 GA3558
 GA3558                          SUPERSEDED SURVEY CONTROL
 GA3558
 GA3558  NAD 83(1995)-  36 12 11.53521(N)    083 52 40.19798(W) AD(       ) 2
 GA3558  NAD 83(1995)-  36 12 11.53630(N)    083 52 40.19662(W) AD(       ) 2
 GA3558  NAD 83(1995)-  36 12 11.53767(N)    083 52 40.19831(W) AD(       ) 2
 GA3558  NAD 83(1986)-  36 12 11.54180(N)    083 52 40.19643(W) AD(       ) 2
 GA3558  NAD 27      -  36 12 11.25253(N)    083 52 40.51758(W) AD(       ) 2
 GA3558  NGVD 29 (07/19/86)  351.3    (m)         1153.     (f) VERT ANG       
 GA3558
 GA3558.Superseded values are not recommended for survey control.
 GA3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3558.See file dsdata.txt to determine how the superseded data were derived.
 GA3558
 GA3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4126210327(NAD 83)
 GA3558_MARKER: DD = SURVEY DISK
 GA3558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3558
 GA3558  HISTORY     - Date     Condition        Report By
 GA3558  HISTORY     - 1964     MONUMENTED       TNHD
 GA3558
 GA3558                          STATION DESCRIPTION
 GA3558
 GA3558'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3558'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF MAYNARDVILLE.
 GA3558'
 GA3558'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO 5.4
 GA3558'MILES SOUTHWEST ON
 GA3558'STATE ROUTE 33 TO THE MARK ON THE RIGHT ABOUT 414 FEET
 GA3558'WEST OF THE PAVEMENT.
 GA3558'
 GA3558'THE STATION IS 55 FEET NORTHEAST OF AN 18-INCH WALNUT TREE AND 45
 GA3558'FEET SOUTHEAST OF A
 GA3558'12-INCH PERSIMMON TREE.  THE SURFACE AND UNDERGROUND
 GA3558'MARKS ARE STANDARD TENNESSEE
 GA3558'HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GA3558'ARE STAMPED LYN 1964.  THE UNDERGROUND MARK IS
 GA3558'ABOUT 30 INCHES BELOW
 GA3558'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA3558'CONCRETE
 GA3558'MONUMENT.
 GA3558'
 GA3558'REFERENCE MARK NO. 1 IS 32 FEET EAST OF A 12-INCH PERSIMMON TREE.  IT
 GA3558'IS A STANDARD TENNESSEE
 GA3558'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3558'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA3558'IS STAMPED LYN RM-1 1964.
 GA3558'
 GA3558'REFERENCE MARK NO. 2 IS 42 FEET EAST OF AN 18-INCH WALNUT TREE.  IT
 GA3558'IS A STANDARD
 GA3558'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3558'FLUSH, CONCRETE MONUMENT
 GA3558'AND THE DISK IS STAMPED LYN RM-2 1964.
 GA3558'
 GA3558'THE AZIMUTH MARK IS 15 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 GA3558'GRAVELED ROAD, 3 FEET
 GA3558'NORTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A GUY
 GA3558'WIRE POLE AND 2.0 FEET
 GA3558'NORTHWEST OF A METAL WITNESS POST.  IT IS A
 GA3558'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3558'DISK SET IN A 10-INCH SQUARE,
 GA3558'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LYN AZI
 GA3558'1964.
 GA3558'
 GA3558'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.2 MILE NORTHEAST OF
 GA3558'STATE ROUTE 33 TO A
 GA3558'GRAVELED ROAD ON THE RIGHT, TURN RIGHT, EAST, AND GO
 GA3558'0.2 MILE TO THE MARK ON THE
 GA3558'RIGHT.
 GA3558'
 GA3558'ALL OBSERVATIONS WERE MADE FROM A 20 FOOT WOODEN STAND.
 GA3558'
 GA3558'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0611 ***********************************************************************
 FE0611  DESIGNATION -  LYON
 FE0611  PID         -  FE0611
 FE0611  STATE/COUNTY-  TN/MADISON
 FE0611  USGS QUAD   -  JACKSON NORTH (1983)
 FE0611
 FE0611                         *CURRENT SURVEY CONTROL
 FE0611  ___________________________________________________________________
 FE0611* NAD 83(1995)-  35 39 35.51968(N)    088 52 02.13588(W)     ADJUSTED  
 FE0611* NAVD 88     -       129.943  (meters)     426.32   (feet)  ADJUSTED  
 FE0611  ___________________________________________________________________
 FE0611  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FE0611  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0611  DYNAMIC HT  -         129.827 (meters)     425.94  (feet)  COMP
 FE0611  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 FE0611
 FE0611  HORZ ORDER  -  SECOND
 FE0611  VERT ORDER  -  SECOND    CLASS 0
 FE0611
 FE0611.The horizontal coordinates were established by classical geodetic methods
 FE0611.and adjusted by the National Geodetic Survey in April 1999..
 FE0611
 FE0611.The orthometric height was determined by differential leveling
 FE0611.and adjusted by the National Geodetic Survey in June 1991..
 FE0611
 FE0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0611
 FE0611.The geoid height was determined by GEOID03.
 FE0611
 FE0611.The dynamic height is computed by dividing the NAVD 88
 FE0611.geopotential number by the normal gravity value computed on the
 FE0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0611.degrees latitude (g = 980.6199 gals.).
 FE0611
 FE0611.The modeled gravity was interpolated from observed gravity values.
 FE0611
 FE0611;                    North         East     Units Scale Factor Converg.
 FE0611;SPC TN       -   150,980.287   340,421.048   MT  0.99995300   -1 40 43.0
 FE0611;SPC TN       -   495,341.16  1,116,864.72   sFT  0.99995300   -1 40 43.0
 FE0611;UTM  16      - 3,947,829.701   330,978.940   MT  0.99995205   -1 05 19.7
 FE0611
 FE0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0611!SPC TN       -   0.99998403  x   0.99995300  =   0.99993703
 FE0611!UTM  16      -   0.99998403  x   0.99995205  =   0.99993608
 FE0611
 FE0611|---------------------------------------------------------------------|
 FE0611| PID    Reference Object                     Distance      Geod. Az  |
 FE0611|                                                           dddmmss.s |
 FE0611| FE0612 LYON RM 1                            11.261 METERS 06711     |
 FE0611| FE0609 LYON AZ MK                          APPROX. 1.0 KM 2404410.8 |
 FE0611| FE0610 LYON RM 2                            10.824 METERS 24922     |
 FE0611|---------------------------------------------------------------------|
 FE0611
 FE0611                          SUPERSEDED SURVEY CONTROL
 FE0611
 FE0611  NAD 83(1995)-  35 39 35.52421(N)    088 52 02.14020(W) AD(       ) 2
 FE0611  NAD 83(1986)-  35 39 35.53105(N)    088 52 02.13656(W) AD(       ) 2
 FE0611  NAD 27      -  35 39 35.27410(N)    088 52 01.91670(W) AD(       ) 2
 FE0611  NGVD 29 (??/??/??)  129.976  (m)          426.43   (f) ADJUSTED    2 0
 FE0611
 FE0611.Superseded values are not recommended for survey control.
 FE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0611.See file dsdata.txt to determine how the superseded data were derived.
 FE0611
 FE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3097947830(NAD 83)
 FE0611_MARKER: DE = TRAVERSE STATION DISK
 FE0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0611_STAMPING: LYON 1959
 FE0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0611+STABILITY: SURFACE MOTION
 FE0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0611+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0611
 FE0611  HISTORY     - Date     Condition        Report By
 FE0611  HISTORY     - 1959     MONUMENTED       CGS
 FE0611  HISTORY     - 1959     GOOD             CGS
 FE0611  HISTORY     - 20020909 GOOD             USACE
 FE0611
 FE0611                          STATION DESCRIPTION
 FE0611
 FE0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0611'THE STATION IS LOCATED 7 MILES, AIRLINE NORTHEAST OF HUNTERSVILLE, 4
 FE0611'MILES NORTHWEST OF JACKSON AND 0.3 MILE EAST OF WHERE STATE
 FE0611'HIGHWAY 20 CROSSES THE INTERSTATE HIGHWAY ON THE NORTH SIDE OF THE
 FE0611'INTERSTATE HIGHWAY.  IT IS 34 FEET NORTH OF A CUT-BANK, 3 FEET
 FE0611'SOUTH OF THE RIGHT-OF-WAY FENCE AND 3 FEET SOUTH-SOUTHWEST OF A METAL
 FE0611'WITNESS POST.  THE MARK IS A STANDARD TRAVERSE STATION MARK SET
 FE0611'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST. IT IS SET FLUSH WITH
 FE0611'THE SURFACE OF THE GROUND AND IS STAMPED LYON 1959.
 FE0611'
 FE0611'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF A CUT-BANK AND 3 FEET SOUTH
 FE0611'OF A RIGHT-OF-WAY FENCE.  IT IS A STANDARD REFERENCE MARK
 FE0611'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST.  IT IS SET
 FE0611'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LYON NO 1
 FE0611'1959.
 FE0611'
 FE0611'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF A CUT-BANK AND 3 FEET SOUTH
 FE0611'OF A RIGHT-OF-WAY FENCE.  IT IS A STANDARD REFERENCE MARK
 FE0611'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST.  IT IS SET
 FE0611'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LYON NO 2 1959.
 FE0611'
 FE0611'THE AZIMUTH MARK IS 128 FEET WEST OF A RAILROAD TRACK, 67 FEET SOUTH
 FE0611'OF THE CENTER OF THE EAST BOUND LANE OF THE INTERSTATE
 FE0611'HIGHWAY, 3 FEET NORTH OF A RIGHT-OF-WAY FENCE AND 3 FEET NORTHEAST
 FE0611'OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK
 FE0611'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST.  IT IS SET FLUSH
 FE0611'WITH THE SURFACE OF THE GROUND AND IS STAMPED LYON 1959.
 FE0611'
 FE0611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FE0611'HIGHWAY 20 IN THE WEST EDGE OF JACKSON GO NORTH ON STATE HIGHWAY 20
 FE0611'FOR 3.75 MILES TO WHERE THE INTERSTATE HIGHWAY CROSSES STATE HIGHWAY
 FE0611'20.* TURN RIGHT ON THE INTERSTATE HIGHWAY AND GO 0.5 MILE TO THE
 FE0611'STATION ON THE LEFT AS DESCRIBED.
 FE0611'
 FE0611'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED ABOVE TURN LEFT
 FE0611'ON THE INTERSTATE HIGHWAY AND GO 0.15 MILE TO THE AZIMUTH MARK ON
 FE0611'THE LEFT AS DESCRIBED.
 FE0611'
 FE0611'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 FE0611
 FE0611                          STATION RECOVERY (1959)
 FE0611
 FE0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0611'4.2 MI N FROM JACKSON.
 FE0611'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0611'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 0.55 MILE EAST ON INTERSTATE
 FE0611'HIGHWAY 40.  IT IS 34 FEET NORTH OF A ROAD-CUT, 3 FEET SOUTH
 FE0611'OF THE RIGHT-OF-WAY FENCE AND 3 FEET SOUTH-SOUTHWEST OF A WITNESS
 FE0611'SIGN.  THE DISK IS SET IN A 10 INCH SQUARE CONCRETE MARK SET
 FE0611'FLUSH WITH THE GROUND.
 FE0611
 FE0611                          STATION RECOVERY (2002)
 FE0611
 FE0611'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0609 ***********************************************************************
 FE0609  DESIGNATION -  LYON AZ MK
 FE0609  PID         -  FE0609
 FE0609  STATE/COUNTY-  TN/MADISON
 FE0609  USGS QUAD   -  ADAIR (1979)
 FE0609
 FE0609                         *CURRENT SURVEY CONTROL
 FE0609  ___________________________________________________________________
 FE0609* NAD 83(1995)-  35 39 19.42318(N)    088 52 37.32996(W)     ADJUSTED  
 FE0609* NAVD 88     -       104.421  (meters)     342.59   (feet)  ADJUSTED  
 FE0609  ___________________________________________________________________
 FE0609  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FE0609  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0609  DYNAMIC HT  -         104.328 (meters)     342.28  (feet)  COMP
 FE0609  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE0609
 FE0609  HORZ ORDER  -  SECOND
 FE0609  VERT ORDER  -  SECOND    CLASS 0
 FE0609
 FE0609.The horizontal coordinates were established by classical geodetic methods
 FE0609.and adjusted by the National Geodetic Survey in April 1999..
 FE0609
 FE0609.The orthometric height was determined by differential leveling
 FE0609.and adjusted by the National Geodetic Survey in June 1991..
 FE0609
 FE0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0609
 FE0609.The geoid height was determined by GEOID03.
 FE0609
 FE0609.The dynamic height is computed by dividing the NAVD 88
 FE0609.geopotential number by the normal gravity value computed on the
 FE0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0609.degrees latitude (g = 980.6199 gals.).
 FE0609
 FE0609.The modeled gravity was interpolated from observed gravity values.
 FE0609
 FE0609;                    North         East     Units Scale Factor Converg.
 FE0609;SPC TN       -   150,510.401   339,521.668   MT  0.99995324   -1 41 03.6
 FE0609;SPC TN       -   493,799.54  1,113,914.01   sFT  0.99995324   -1 41 03.6
 FE0609;UTM  16      - 3,947,350.581   330,084.445   MT  0.99995578   -1 05 39.9
 FE0609
 FE0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0609!SPC TN       -   0.99998804  x   0.99995324  =   0.99994128
 FE0609!UTM  16      -   0.99998804  x   0.99995578  =   0.99994382
 FE0609
 FE0609:                Primary Azimuth Mark                     Grid Az
 FE0609:SPC TN       -  LYON                                     062 24 53.9
 FE0609:UTM  16      -  LYON                                     061 49 30.2
 FE0609
 FE0609|---------------------------------------------------------------------|
 FE0609| PID    Reference Object                     Distance      Geod. Az  |
 FE0609|                                                           dddmmss.s |
 FE0609| FE0611 LYON                                APPROX. 1.0 KM 0604350.3 |
 FE0609|---------------------------------------------------------------------|
 FE0609
 FE0609                          SUPERSEDED SURVEY CONTROL
 FE0609
 FE0609  NAD 83(1995)-  35 39 19.42777(N)    088 52 37.33415(W) AD(       ) 2
 FE0609  NAD 83(1986)-  35 39 19.43457(N)    088 52 37.33059(W) AD(       ) 2
 FE0609  NAD 27      -  35 39 19.17660(N)    088 52 37.11020(W) AD(       ) 2
 FE0609  NGVD 29 (??/??/??)  104.454  (m)          342.70   (f) ADJUSTED    2 0
 FE0609
 FE0609.Superseded values are not recommended for survey control.
 FE0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0609.See file dsdata.txt to determine how the superseded data were derived.
 FE0609
 FE0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3008447351(NAD 83)
 FE0609_MARKER: DZ = AZIMUTH MARK DISK
 FE0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0609_STAMPING: LYON 1959
 FE0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0609+STABILITY: SURFACE MOTION
 FE0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0609+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 FE0609
 FE0609  HISTORY     - Date     Condition        Report By
 FE0609  HISTORY     - 1959     MONUMENTED       CGS
 FE0609  HISTORY     - 1959     GOOD             CGS
 FE0609  HISTORY     - 20030806 GOOD             INDIV
 FE0609
 FE0609                          STATION DESCRIPTION
 FE0609
 FE0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0609'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF HUNTERSVILLE, ABOUT
 FE0609'4 MILES NORTHWEST OF JACKSON, 128 FEET WEST OF THE GULF MOBILE
 FE0609'AND THE OHIO RAILROAD TRACKS, 67 FEET SOUTH OF THE CENTER OF THE EAST
 FE0609'BOUND LANE, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST
 FE0609'OF A METAL WITNESS POST AND ON THE SOUTH SIDE OF THE INTERSTATE
 FE0609'HIGHWAY. THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF
 FE0609'A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FE0609'STAMPED LYON 1959.
 FE0609'
 FE0609'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY NO. 70
 FE0609'AND STATE HIGHWAY NO. 20 IN JACKSON, GO NORTH ON STATE HIGHWAY
 FE0609'NO. 20 FOR 3.6 MILES TO THE INTERSTATE HIGHWAY, TURN LEFT AND GO WEST
 FE0609'FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 FE0609
 FE0609                          STATION RECOVERY (1959)
 FE0609
 FE0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0609'3.8 MI NW FROM JACKSON.
 FE0609'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 FE0609'U.S. HIGHWAY 70 IN JACKSON, THENCE 0.1 MILE WEST ON INTERSTATE
 FE0609'HIGHWAY 40.  IT IS 128 FEET WEST OF A RAILROAD TRACK, 67 FEET
 FE0609'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF THE INTERSTATE
 FE0609'HIGHWAY 40, 3 FEET NORTH OF A RIGHT-OF-WAY FENCE AND 3 FEET
 FE0609'NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN A 10 INCH SQUARE
 FE0609'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 FE0609
 FE0609                          STATION RECOVERY (2003)
 FE0609
 FE0609'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LEL)
 FE0609'THE MARK IS 1' SOUTH A U.S. WETLAND BOUNDARY MARKER POST AND IS NOW
 FE0609'ABOUT 2 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0612 ***********************************************************************
 FE0612  DESIGNATION -  LYON RM 1
 FE0612  PID         -  FE0612
 FE0612  STATE/COUNTY-  TN/MADISON
 FE0612  USGS QUAD   -  JACKSON NORTH (1983)
 FE0612
 FE0612                         *CURRENT SURVEY CONTROL
 FE0612  ___________________________________________________________________
 FE0612* NAD 83(1986)-  35 39 34.     (N)    088 52 02.     (W)     SCALED    
 FE0612* NAVD 88     -       130.252  (meters)     427.34   (feet)  ADJUSTED  
 FE0612  ___________________________________________________________________
 FE0612  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0612  DYNAMIC HT  -         130.136 (meters)     426.95  (feet)  COMP
 FE0612  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE0612
 FE0612  VERT ORDER  -  SECOND    CLASS 0
 FE0612
 FE0612.The horizontal coordinates were scaled from a topographic map and have
 FE0612.an estimated accuracy of +/- 6 seconds.
 FE0612
 FE0612.The orthometric height was determined by differential leveling
 FE0612.and adjusted by the National Geodetic Survey in June 1991..
 FE0612
 FE0612.The geoid height was determined by GEOID03.
 FE0612
 FE0612.The dynamic height is computed by dividing the NAVD 88
 FE0612.geopotential number by the normal gravity value computed on the
 FE0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0612.degrees latitude (g = 980.6199 gals.).
 FE0612
 FE0612.The modeled gravity was interpolated from observed gravity values.
 FE0612
 FE0612;                    North         East    Units  Estimated Accuracy
 FE0612;SPC TN       -   150,930.      340,420.      MT  (+/- 180 meters Scaled)
 FE0612
 FE0612                          SUPERSEDED SURVEY CONTROL
 FE0612
 FE0612  NGVD 29 (??/??/??)  130.285  (m)          427.44   (f) ADJUSTED    2 0
 FE0612
 FE0612.Superseded values are not recommended for survey control.
 FE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0612.See file dsdata.txt to determine how the superseded data were derived.
 FE0612
 FE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE309477(NAD 83)
 FE0612_MARKER: DR = REFERENCE MARK DISK
 FE0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0612_STAMPING: LYON NO 1 1959
 FE0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0612+STABILITY: SURFACE MOTION
 FE0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0612+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0612
 FE0612  HISTORY     - Date     Condition        Report By
 FE0612  HISTORY     - 1959     MONUMENTED       CGS
 FE0612  HISTORY     - 1959     GOOD             CGS
 FE0612  HISTORY     - 20020909 GOOD             USACE
 FE0612
 FE0612                          STATION DESCRIPTION
 FE0612
 FE0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0612'4.2 MI N FROM JACKSON.
 FE0612'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0612'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 0.55 MILE EAST ON INTERSTATE
 FE0612'HIGHWAY 40.  IT IS 36.9 FEET WEST SOUTH-WEST OF STATION LYON
 FE0612'1959, 34 FEET NORTH OF A ROAD-CUT AND 3 FEET SOUTH OF A
 FE0612'RIGHT-OF-WAY FENCE.  THE DISK IS SET IN A 10 INCH SQUARE CONCRETE
 FE0612'MONUMENT SET FLUSH WITH THE GROUND.
 FE0612
 FE0612                          STATION RECOVERY (2002)
 FE0612
 FE0612'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0610 ***********************************************************************
 FE0610  DESIGNATION -  LYON RM 2
 FE0610  PID         -  FE0610
 FE0610  STATE/COUNTY-  TN/MADISON
 FE0610  USGS QUAD   -  JACKSON NORTH (1983)
 FE0610
 FE0610                         *CURRENT SURVEY CONTROL
 FE0610  ___________________________________________________________________
 FE0610* NAD 83(1986)-  35 39 34.     (N)    088 52 02.     (W)     SCALED    
 FE0610* NAVD 88     -       129.702  (meters)     425.53   (feet)  ADJUSTED  
 FE0610  ___________________________________________________________________
 FE0610  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0610  DYNAMIC HT  -         129.586 (meters)     425.15  (feet)  COMP
 FE0610  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FE0610
 FE0610  VERT ORDER  -  SECOND    CLASS 0
 FE0610
 FE0610.The horizontal coordinates were scaled from a topographic map and have
 FE0610.an estimated accuracy of +/- 6 seconds.
 FE0610
 FE0610.The orthometric height was determined by differential leveling
 FE0610.and adjusted by the National Geodetic Survey in June 1991..
 FE0610
 FE0610.The geoid height was determined by GEOID03.
 FE0610
 FE0610.The dynamic height is computed by dividing the NAVD 88
 FE0610.geopotential number by the normal gravity value computed on the
 FE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0610.degrees latitude (g = 980.6199 gals.).
 FE0610
 FE0610.The modeled gravity was interpolated from observed gravity values.
 FE0610
 FE0610;                    North         East    Units  Estimated Accuracy
 FE0610;SPC TN       -   150,930.      340,420.      MT  (+/- 180 meters Scaled)
 FE0610
 FE0610                          SUPERSEDED SURVEY CONTROL
 FE0610
 FE0610  NGVD 29 (??/??/??)  129.736  (m)          425.64   (f) ADJUSTED    2 0
 FE0610
 FE0610.Superseded values are not recommended for survey control.
 FE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0610.See file dsdata.txt to determine how the superseded data were derived.
 FE0610
 FE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE309477(NAD 83)
 FE0610_MARKER: DR = REFERENCE MARK DISK
 FE0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0610_STAMPING: LYON NO 2 1959
 FE0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0610+STABILITY: SURFACE MOTION
 FE0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0610+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 FE0610
 FE0610  HISTORY     - Date     Condition        Report By
 FE0610  HISTORY     - 1959     MONUMENTED       CGS
 FE0610  HISTORY     - 1959     GOOD             CGS
 FE0610  HISTORY     - 20020909 GOOD             USACE
 FE0610
 FE0610                          STATION DESCRIPTION
 FE0610
 FE0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0610'4.2 MI N FROM JACKSON.
 FE0610'3.65 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE INTERSECTION
 FE0610'OF U.S. HIGHWAY 70 IN JACKSON, THENCE 0.55 MILE EAST ON
 FE0610'INTERSTATE HIGHWAY 40.  IT IS 35.5 FEET EAST-NORTHEAST OF
 FE0610'STATION LYON 1959, 34 FEET NORTH OF A ROAD-CUT AND 3 FEET SOUTH OF
 FE0610'A RIGHT-OF-WAY FENCE.  THE DISK IS SET IN A 10 INCH SQUARE
 FE0610'MONUMENT SET FLUSH WITH THE GROUND.
 FE0610
 FE0610                          STATION RECOVERY (2002)
 FE0610
 FE0610'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3382 ***********************************************************************
 GA3382  DESIGNATION -  LYONS
 GA3382  PID         -  GA3382
 GA3382  STATE/COUNTY-  TN/SULLIVAN
 GA3382  USGS QUAD   -  BLUFF CITY (1968)
 GA3382
 GA3382                         *CURRENT SURVEY CONTROL
 GA3382  ___________________________________________________________________
 GA3382* NAD 83(1995)-  36 27 36.53796(N)    082 19 28.02567(W)     ADJUSTED  
 GA3382* NAVD 88     -       560.0    (meters)    1837.     (feet)  VERTCON   
 GA3382  ___________________________________________________________________
 GA3382  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GA3382  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA3382
 GA3382  HORZ ORDER  -  SECOND
 GA3382
 GA3382.The horizontal coordinates were established by classical geodetic methods
 GA3382.and adjusted by the National Geodetic Survey in April 1999..
 GA3382
 GA3382.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3382
 GA3382.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3382
 GA3382.The geoid height was determined by GEOID03.
 GA3382
 GA3382;                    North         East     Units Scale Factor Converg.
 GA3382;SPC TN       -   242,159.901   929,390.280   MT  1.00000800   +2 09 06.5
 GA3382;SPC TN       -   794,486.28  3,049,174.61   sFT  1.00000800   +2 09 06.5
 GA3382;UTM  17      - 4,035,802.924   381,324.505   MT  0.99977352   -0 47 13.8
 GA3382
 GA3382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3382!SPC TN       -   0.99991704  x   1.00000800  =   0.99992504
 GA3382!UTM  17      -   0.99991704  x   0.99977352  =   0.99969058
 GA3382
 GA3382:                Primary Azimuth Mark                     Grid Az
 GA3382:SPC TN       -  LYONS AZ MK                              129 33 07.2
 GA3382:UTM  17      -  LYONS AZ MK                              132 29 27.5
 GA3382
 GA3382|---------------------------------------------------------------------|
 GA3382| PID    Reference Object                     Distance      Geod. Az  |
 GA3382|                                                           dddmmss.s |
 GA3382| DB9669 LYONS AZ MK                                        1314213.7 |
 GA3382| DB9670 LYONS RM 1                           17.893 METERS 18522     |
 GA3382| GA3381 BUFFALO HIGH POINT FIRE LOT         APPROX.27.3 KM 1884444.3 |
 GA3382| DB9671 LYONS RM 2                           22.280 METERS 33418     |
 GA3382|---------------------------------------------------------------------|
 GA3382
 GA3382                          SUPERSEDED SURVEY CONTROL
 GA3382
 GA3382  NAD 83(1995)-  36 27 36.54259(N)    082 19 28.02611(W) AD(       ) 2
 GA3382  NAD 83(1995)-  36 27 36.55258(N)    082 19 28.05161(W) AD(       ) 2
 GA3382  NAD 83(1995)-  36 27 36.54504(N)    082 19 28.02740(W) AD(       ) 2
 GA3382  NAD 83(1986)-  36 27 36.54732(N)    082 19 28.03119(W) AD(       ) 2
 GA3382  NAD 27      -  36 27 36.17200(N)    082 19 28.51300(W) AD(       ) 2
 GA3382  NGVD 29 (07/19/86)  560.2    (m)         1838.     (f) VERT ANG       
 GA3382
 GA3382.Superseded values are not recommended for survey control.
 GA3382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3382.See file dsdata.txt to determine how the superseded data were derived.
 GA3382
 GA3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8132535803(NAD 83)
 GA3382_MARKER: DS = TRIANGULATION STATION DISK
 GA3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3382
 GA3382  HISTORY     - Date     Condition        Report By
 GA3382  HISTORY     - 1934     MONUMENTED       CGS
 GA3382  HISTORY     - 1959     GOOD             CGS
 GA3382  HISTORY     - 1961     GOOD             CGS
 GA3382  HISTORY     - 1961     GOOD             CGS
 GA3382  HISTORY     - 1963     GOOD             CGS
 GA3382
 GA3382                          STATION DESCRIPTION
 GA3382
 GA3382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3382'ABOUT 10 MILES NORTH-NORTHEAST OF JOHNSON CITY, 3-1/2 MILES
 GA3382'WEST-SOUTHWEST OF
 GA3382'BLUFF CITY, 1-1/2 MILES NORTHWEST OF POPLAR RIDGE CHURCH, AND ON
 GA3382'PROPERTY OF ROY LYONS.  TO REACH FROM JUNCTION OF U.S.
 GA3382'ROUTE 11E AND ROUTE 23 ABOUT 3 MILES
 GA3382'NORTHEAST OF JOHNSON CITY, FOLLOW
 GA3382'ROUTE 11E NORTHEAST 7.2 MILES TO POINT 1.05 MILES
 GA3382'PAST ASPHALT
 GA3382'CROSSROAD AND D.O.  CARRS STORE ON RIGHT, TURN LEFT ONTO
 GA3382'GRAVEL T-ROAD JUST AFTER
 GA3382'PASSING BLACKSMITH SHOP ON RIGHT, GO 0.55
 GA3382'MILE TO CROSSROAD AND POPLAR RIDGE CHURCH
 GA3382'ON RIGHT, KEEP STRAIGHT
 GA3382'AHEAD 0.7 MILE TO T-ROAD JUNCTION, TURN LEFT, GO 0.45 MILE,
 GA3382'KEEP MAIN ROAD AT
 GA3382'JUNCTION WITH RED HOUSE ON LEFT, GO 0.3 MILE, TURN RIGHT AT
 GA3382'T-ROAD (SMALL WHITE HOUSE
 GA3382'AND TWO MAIL BOXES ON RIGHT) AND GO 0.6
 GA3382'MILE, TURN RIGHT ONTO GRAVEL GRAVEL T-ROAD
 GA3382'JUST BEFORE REACHING TURN
 GA3382'TO LEFT, AND GO 0.25 MILE TO 2-STORY FRAME HOUSE ON LEFT
 GA3382'(HOME OF J.  H.
 GA3382'MOTTERN).  BY DRIVING THROUGH YARD TO LEFT AND THROUGH FIELD UP
 GA3382'VERY STEEP GRADE,
 GA3382'TRUCK MAY BE TAKEN TO STATION IN DRY WEATHER.
 GA3382'STATION IS REACHED FROM HOUSE BY
 GA3382'GOING 0.25 MILE TO TOP OF RIDGE AND
 GA3382'THEN TO RIGHT ALONG RIDGE 0.25 MILE TO HIGHEST
 GA3382'POINT AND STATION
 GA3382'SITE.  STATION IS ON HIGH WOODED KNOLL, 36.8 FEET NORTH-NORTHWEST
 GA3382'OF FENCE AND
 GA3382'PROPERTY CORNER OF ROY LYONS, J.  H.  MOTTERN, D.  GLOVER,
 GA3382'AND W.  J.  CROSS, 26 FEET
 GA3382'SOUTH OF 24-INCH TRIANGLE-BLAZED WHITE OAK
 GA3382'TREE, AND ON LINE BETWEEN 20-INCH
 GA3382'TRIANGLE-BLAZED OAK AND 24-INCH
 GA3382'TRIANGLE-BLAZED CHESTNUT WHICH ARE 28 FEET APART.
 GA3382'SURFACE AND
 GA3382'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 GA3382'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GA3382'NO. 1 IS 18 FEET
 GA3382'NORTH-NORTHWEST OF WIRE FENCE, 9-1/2
 GA3382'FEET NORTHEAST OF QUADRUPLE CHESTNUT STUMP, ON
 GA3382'DOWN SLOPE, AND 59.0
 GA3382'FEET FROM STATION.  NO.  2 IS 5 FEET WEST
 GA3382'OF RAIL FENCE AND
 GA3382'73.45 FEET FROM STATION.
 GA3382'FOLLOWING BEARINGS ARE FROM
 GA3382'STATION- BUFFALO HIGH POINT, FIRE LOOKOUT
 GA3382'TOWER, DISTANT 16.9 MILES, S 8 DEG 45 MIN W,
 GA3382'AND POPLAR SPRINGS
 GA3382'SCHOOL, SPIRE, DISTANT 1-1/2 MILES, S 49 DEG 15 MIN E.
 GA3382'STATION POPLAR
 GA3382'(SEE DESCRIPTION AND GEOGRAPHIC POSITIN THEREOF) IS VISBLE
 GA3382'FROM GROUND AT STATION.
 GA3382
 GA3382                          STATION RECOVERY (1959)
 GA3382
 GA3382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GA3382'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ANGLES
 GA3382'BETWEEN REFERENCE
 GA3382'MARKS AND DISTANCES TO REFERENCE MARKS CHECKED AND
 GA3382'VERIFIED.  DESCRIPTION
 GA3382'ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 GA3382'STATION IS 36.5 FEET SOUTHWEST OF
 GA3382'INTERSECTION OF E/W FENCE AND FENCE
 GA3382'TO NORTH AND 13.5 FEET SOUTH OF FENCE LINE.
 GA3382'REFERENCE MARK NO.  1 IS
 GA3382'43.4 FEET SOUTH-SOUTHWEST OF E/W FENCE AND FENCE TO SOUTH.
 GA3382'REFERENCE MARK NO.
 GA3382'2 IS 9.2 FEET SOUTH OF FENCE LINE.
 GA3382
 GA3382                          STATION RECOVERY (1961)
 GA3382
 GA3382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MJA)
 GA3382'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GA3382'DESCRIPTION BY
 GA3382'MAH, 1934 AND LFV, 1959 IS CORRECT AND ADEQUATE.
 GA3382
 GA3382                          STATION RECOVERY (1961)
 GA3382
 GA3382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3382'THE STATION MARK, R.M. NO.1, R.M. NO.2, WERE RECOVERED AND FOUND TO
 GA3382'BE IN GOOD CONDITION, AS NO
 GA3382'AZIMUTH MARK DID EXIST AN AZIMUTH MARK WAS
 GA3382'ESTABLISHED BY THIS PARTY.
 GA3382'
 GA3382'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GA3382'
 GA3382'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF JOHNSON CITY, 4
 GA3382'MILES SOUTHWEST OF
 GA3382'BLUFF CITY, AND ABOUT 1 MILE NORTHWEST OF THE POPLAR
 GA3382'RIDGE CHRISTIAN CHURCH, ON THE
 GA3382'PROPERTY OWNED BY ROY LYONS.
 GA3382'
 GA3382'THE STATION IS REACHED FROM THE POST OFFICE CARROLL REECE BRANCH IN
 GA3382'JOHNSON CITY TENNESSEE,
 GA3382'GO NORTH ON U.S.  HIGHWAY 11E FOR 3.8 MILES TO BRIDGE
 GA3382'OVER BOONE IS THE WILLIAM DEVAULT
 GA3382'BRIDGE, CONTINUE STRAIGHT AHEAD FOR
 GA3382'3.25 MILES TO A CROSSROADS AND STORES, CONTINUE
 GA3382'STRAIGHT AHEAD FOR 1
 GA3382'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.55 MILE TO A
 GA3382'CROSSROAD,
 GA3382'CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A T-ROAD, TURN LEFT AND GO
 GA3382'0.7 MILE TO A SIDE
 GA3382'ROAD RIGHT, TURN RIGHT AND GO 0.6 MILE TO A SIDE
 GA3382'ROAD RIGHT, TURN RIGHT AND GO 0.4
 GA3382'MILE TO A DRIVEWAY ON THE LEFT AND
 GA3382'THE RESIDENCE OF MR.  D.  GLOVER, TURN LEFT INTO
 GA3382'DRIVEWAY AND PASS TO
 GA3382'LEFT OF HOUSE AND GO 0.05 TO BARN, PASS THROUGH THE TWO GATES ON
 GA3382'WEST SIDE OF BARN,
 GA3382'TURN LEFT AND GO 0.1 MILE TO A FENCE CORNER, TURN RIGHT
 GA3382'AND KEEP BEARING RIGHT UP STEEP
 GA3382'HILL FOR 0.15 MILE TO EDGE OF TIMBER,
 GA3382'CONTINUE ON UP RIDGE FOR 0.15 MILE TO HIGHEST PART
 GA3382'AND STATION.
 GA3382'
 GA3382'THE STATION IS A STANDARD DISK STAMPED LYONS 1934, SET IN A SQUARE
 GA3382'CONCRETE MONUMENT WHICH
 GA3382'PROJECTS 6 INCHES, IT IS 36 FEET NORTHWEST OF A
 GA3382'T-FENCE CORNER, 31 FEET NORTHEAST
 GA3382'OF A 18 INCH HICKORY TREE WITH A
 GA3382'TRIANGLE BLAZE, 27 FEET SOUTH OF A 20 INCH WHITE OAK
 GA3382'TREE WITH A
 GA3382'TRIANGLE BLAZE, AND 18 FEET SOUTHWEST OF A 24 INCH HICKORY TREE WITH
 GA3382'A TRIANGLE BLAZE,
 GA3382'AND 13.5 FEET SOUTHWEST OF A FENCE.
 GA3382'
 GA3382'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED LYONS NO 1 1934, SET
 GA3382'IN A ROUND CONCRETE
 GA3382'MONUMENT WHICH PROJECTS 9 INCHES, IT IS 24 FEET
 GA3382'NORTHWEST OF A FENCE, AND ABOUT 3
 GA3382'FEET LOWER THAN STATION ON THE
 GA3382'SOUTH SLOPE OF HILL.
 GA3382'
 GA3382'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED LYONS NO 2 1934, SET
 GA3382'IN A ROUND CONCRETE
 GA3382'MONUMENT WHICH PROJECTS 3 INCHES, IT IS 9 FEET WEST OF
 GA3382'A FENCE, IS ABOUT 4 FEET LOWER
 GA3382'THAN STATION ON THE NORTHWEST SLOPE OF
 GA3382'HILL.
 GA3382'
 GA3382'AZIMUTH MARK IS A STANDARD DISK STAMPED LYONS 1961, SET IN A SQUARE
 GA3382'CONCRETE MONUMENT WHICH
 GA3382'IS FLUSH, IT IS 73 FEET SOUTHWEST OF THE NORTHEAST
 GA3382'CORNER OF CHURCH, 32 FEET
 GA3382'NORTHWEST OF THE SOUTHWEST CORNER OF
 GA3382'CHURCH, 20 FEET SOUTHEAST FROM THE CENTER OF
 GA3382'DRIVEWAY ON THE
 GA3382'NORTHWEST SIDE OF CHURCH, AND 3.8 FEET EAST OF A WITNESS POST AND
 GA3382'SIGN.
 GA3382'
 GA3382'THE AZIMUTH MARK IS REACHED FROM THIS POINT * IN DESCRIPTION ABOVE.
 GA3382'TURN RIGHT AND GO 0.15 MILE
 GA3382'TO THE POPLAR RIDGE CHRISTIAN CHURCH, MARK IS ON
 GA3382'NORTHWEST SIDE OF CHURCH.
 GA3382'
 GA3382'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 GA3382
 GA3382                          STATION RECOVERY (1963)
 GA3382
 GA3382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 GA3382'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 GA3382'CONDITION WITH THE AID OF A TVA DESCRIPTION AND A 1961 LIST OF
 GA3382'DIRECTIONS.  NEITHER THE ORIGINAL OR 1961 DESCRIPTION WAS FURNISHED
 GA3382'THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0125 ***********************************************************************
 FC0125  DESIGNATION -  M
 FC0125  PID         -  FC0125
 FC0125  STATE/COUNTY-  TN/ROANE
 FC0125  USGS QUAD   -  ELVERTON (1990)
 FC0125
 FC0125                         *CURRENT SURVEY CONTROL
 FC0125  ___________________________________________________________________
 FC0125* NAD 83(1986)-  35 58 43.     (N)    084 26 30.     (W)     SCALED    
 FC0125* NAVD 88     -       248.870  (meters)     816.50   (feet)  POSTED    
 FC0125  ___________________________________________________________________
 FC0125  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FC0125  DYNAMIC HT  -         248.640 (meters)     815.75  (feet)  COMP
 FC0125  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 FC0125
 FC0125  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FC0125
 FC0125.The horizontal coordinates were scaled from a topographic map and have
 FC0125.an estimated accuracy of +/- 6 seconds.
 FC0125
 FC0125.The orthometric height was determined by differential leveling
 FC0125.and adjusted by the National Geodetic Survey in 1992..
 FC0125.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FC0125.rate of 0.0 thru 1.0 mm/km.
 FC0125
 FC0125.The geoid height was determined by GEOID03.
 FC0125
 FC0125.The dynamic height is computed by dividing the NAVD 88
 FC0125.geopotential number by the normal gravity value computed on the
 FC0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0125.degrees latitude (g = 980.6199 gals.).
 FC0125
 FC0125.The modeled gravity was interpolated from observed gravity values.
 FC0125
 FC0125;                    North         East    Units  Estimated Accuracy
 FC0125;SPC TN       -   183,660.      740,530.      MT  (+/- 180 meters Scaled)
 FC0125
 FC0125                          SUPERSEDED SURVEY CONTROL
 FC0125
 FC0125  NGVD 29 (??/??/92)  249.009  (m)          816.96   (f) ADJ UNCH    1 2
 FC0125
 FC0125.Superseded values are not recommended for survey control.
 FC0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0125.See file dsdata.txt to determine how the superseded data were derived.
 FC0125
 FC0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE306846(NAD 83)
 FC0125_MARKER: Z = SEE DESCRIPTION
 FC0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0125_SP_SET: STONE
 FC0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0125+STABILITY: SURFACE MOTION
 FC0125
 FC0125  HISTORY     - Date     Condition        Report By
 FC0125  HISTORY     - UNK      MONUMENTED       CGS
 FC0125  HISTORY     - 1950     GOOD             NGS
 FC0125  HISTORY     - 1952     MARK NOT FOUND   NGS
 FC0125
 FC0125                          STATION DESCRIPTION
 FC0125
 FC0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0125'0.3 MI W FROM ELVERTON.
 FC0125'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0125'AT ELVERTON, ABOUT 230 YARDS SOUTHWEST OF BLOCK SIGNALS NO. 43.1
 FC0125'D AND 43.2 D, ABOUT 480 YARDS SOUTHWEST OF A ROAD CROSSING, 113
 FC0125'FEET WEST-NORTHWEST OF A GARDEN FENCE CORNER, 111 YARDS NORTHEAST
 FC0125'OF A WHISTLE POST, 69 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT
 FC0125'4 YARDS NORTHWEST OF AN OLD FENCE LINE, 2 FEET SOUTHWEST OF A
 FC0125'T.V.A. STEEL WITNESS POST, ABOUT 6 FEET BELOW THE TRACK,
 FC0125'PROJECTING 7 INCHES, AND SURROUNDED BY THE LETTERS U S B CUT IN
 FC0125'STONE.  (*) POST APPEARS TO BE BROKEN OFF AS IT IS VERY LOOSE
 FC0125'AND OF LITTLE VALUE AS A BENCH MARK.  THE CORNER WITH M OF
 FC0125'U S B M IS BROKEN OFF.
 FC0125
 FC0125                          STATION RECOVERY (1952)
 FC0125
 FC0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FC0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0620 ***********************************************************************
 GB0620  DESIGNATION -  M 10
 GB0620  PID         -  GB0620
 GB0620  STATE/COUNTY-  TN/CAMPBELL
 GB0620  USGS QUAD   -  LA FOLLETTE (1990)
 GB0620
 GB0620                         *CURRENT SURVEY CONTROL
 GB0620  ___________________________________________________________________
 GB0620* NAD 83(1986)-  36 24 34.     (N)    084 03 02.     (W)     SCALED    
 GB0620* NAVD 88     -       347.746  (meters)    1140.90   (feet)  ADJUSTED  
 GB0620  ___________________________________________________________________
 GB0620  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 GB0620  DYNAMIC HT  -         347.431 (meters)    1139.86  (feet)  COMP
 GB0620  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 GB0620
 GB0620  VERT ORDER  -  SECOND    CLASS 0
 GB0620
 GB0620.The horizontal coordinates were scaled from a topographic map and have
 GB0620.an estimated accuracy of +/- 6 seconds.
 GB0620
 GB0620.The orthometric height was determined by differential leveling
 GB0620.and adjusted by the National Geodetic Survey in June 1991..
 GB0620
 GB0620.The geoid height was determined by GEOID03.
 GB0620
 GB0620.The dynamic height is computed by dividing the NAVD 88
 GB0620.geopotential number by the normal gravity value computed on the
 GB0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0620.degrees latitude (g = 980.6199 gals.).
 GB0620
 GB0620.The modeled gravity was interpolated from observed gravity values.
 GB0620
 GB0620;                    North         East    Units  Estimated Accuracy
 GB0620;SPC TN       -   232,090.      774,840.      MT  (+/- 180 meters Scaled)
 GB0620
 GB0620                          SUPERSEDED SURVEY CONTROL
 GB0620
 GB0620  NGVD 29 (??/??/92)  347.860  (m)         1141.27   (f) ADJ UNCH    2 0
 GB0620
 GB0620.Superseded values are not recommended for survey control.
 GB0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0620.See file dsdata.txt to determine how the superseded data were derived.
 GB0620
 GB0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF644334(NAD 83)
 GB0620_MARKER: DD = SURVEY DISK
 GB0620_SETTING: 66 = SET IN ROCK OUTCROP
 GB0620_SP_SET: ROCK OUTCROP
 GB0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0620+STABILITY: POSITION/ELEVATION WELL
 GB0620
 GB0620  HISTORY     - Date     Condition        Report By
 GB0620  HISTORY     - UNK      MONUMENTED       USGS
 GB0620  HISTORY     - 1949     GOOD             NGS
 GB0620
 GB0620                          STATION DESCRIPTION
 GB0620
 GB0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0620'5.3 MI E FROM LA FOLLETTE.
 GB0620'5.3 MILES EAST ALONG STATE HIGHWAY 63 FROM THE LOUISVILLE AND
 GB0620'NASHVILLE RAILROAD STATION AT LA FOLLETTE, CAMPBELL COUNTY,
 GB0620'AT FINCASTLE, 50 YARDS WEST OF THE S.W. BROWN SERVICE STATION,
 GB0620'AT THE DRIVEWAY TO THE MODEL FARM DAIRY, 24.3 FEET EAST OF THE
 GB0620'EAST END OF A STONE RETAINING WALL, 24 FEET SOUTH OF THE
 GB0620'CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF THE STONE RETAINING
 GB0620'WALL, AND IN THE TOP OF A ROCK OUTCROP.  A UNITED STATES
 GB0620'GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1751 ***********************************************************************
 FB1751  DESIGNATION -  M 10
 FB1751  PID         -  FB1751
 FB1751  STATE/COUNTY-  TN/KNOX
 FB1751  USGS QUAD   -  KNOXVILLE (1978)
 FB1751
 FB1751                         *CURRENT SURVEY CONTROL
 FB1751  ___________________________________________________________________
 FB1751* NAD 83(1986)-  35 55 52.     (N)    083 55 03.     (W)     SCALED    
 FB1751* NAVD 88     -       266.261  (meters)     873.56   (feet)  ADJUSTED  
 FB1751  ___________________________________________________________________
 FB1751  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1751  DYNAMIC HT  -         266.015 (meters)     872.75  (feet)  COMP
 FB1751  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 FB1751
 FB1751  VERT ORDER  -  FIRST     CLASS II
 FB1751
 FB1751.The horizontal coordinates were scaled from a topographic map and have
 FB1751.an estimated accuracy of +/- 6 seconds.
 FB1751
 FB1751.The orthometric height was determined by differential leveling
 FB1751.and adjusted by the National Geodetic Survey in June 1991..
 FB1751
 FB1751.The geoid height was determined by GEOID03.
 FB1751
 FB1751.The dynamic height is computed by dividing the NAVD 88
 FB1751.geopotential number by the normal gravity value computed on the
 FB1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1751.degrees latitude (g = 980.6199 gals.).
 FB1751
 FB1751.The modeled gravity was interpolated from observed gravity values.
 FB1751
 FB1751;                    North         East    Units  Estimated Accuracy
 FB1751;SPC TN       -   179,270.      787,910.      MT  (+/- 180 meters Scaled)
 FB1751
 FB1751                          SUPERSEDED SURVEY CONTROL
 FB1751
 FB1751  NGVD 29 (12/12/91)  266.397  (m)          874.00   (f) ADJUSTED    1 2
 FB1751
 FB1751.Superseded values are not recommended for survey control.
 FB1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1751.See file dsdata.txt to determine how the superseded data were derived.
 FB1751
 FB1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV367802(NAD 83)
 FB1751_MARKER: DB = BENCH MARK DISK
 FB1751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1751_SP_SET: BUILDING
 FB1751_STAMPING: 874.237 M 10 1932
 FB1751_MARK LOGO: CGS   
 FB1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1751
 FB1751  HISTORY     - Date     Condition        Report By
 FB1751  HISTORY     - 1932     MONUMENTED       CGS
 FB1751  HISTORY     - 1950     GOOD             NGS
 FB1751  HISTORY     - 1983     GOOD             NGS
 FB1751  HISTORY     - 20010323 MARK NOT FOUND   USPSQD
 FB1751
 FB1751                          STATION DESCRIPTION
 FB1751
 FB1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1751'AT VESTAL.
 FB1751'AT VESTAL, KNOX COUNTY, AT THE SOUTH CORNER OF THE CROSSING OF
 FB1751'KENDORA STREET AND THE SOUTHERN RAILWAY, IN THE NORTHWEST FACE
 FB1751'OF A NEW BRICK BUILDING, 10 INCHES SOUTHWEST OF THE NORTH
 FB1751'CORNER, AND ABOUT 4-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 FB1751'STAMPED 874.237 M 10 1932 AND SET VERTICALLY.
 FB1751
 FB1751                          STATION RECOVERY (1983)
 FB1751
 FB1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1751'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN VESTAL, AT
 FB1751'THE INTERSECTION OF OGLE AVENUE AND DOYLE STREET, AT THE SOUTH CORNER
 FB1751'OF THE CROSSING OF DOYLE STREET AND THE SOUTHERN RAILROAD, IN THE NW
 FB1751'FACE OF AN OLD BRICK BUILDING AT 401-1/2 OGLE AVENUE, 4.88 METERS
 FB1751'(16.0 FT) SOUTHWEST OF THE CENTERLINE OF DOYLE STREET, 14.57 METERS
 FB1751'(47.8 FT) SOUTH-SOUTHEAST OF THE NORTHWEST RAIL, 0.23 METER (0.75 FT)
 FB1751'SOUTHWEST OF THE NORTH CORNER OF THE BUILDING.
 FB1751'THE MARK IS 0.11 METERS  NW FROM A WITNESS POST.
 FB1751'THE MARK IS 1.65 M ABOVE GROUND.
 FB1751
 FB1751                          STATION RECOVERY (2001)
 FB1751
 FB1751'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0951 ***********************************************************************
 GA0951  DESIGNATION -  M 100
 GA0951  PID         -  GA0951
 GA0951  STATE/COUNTY-  TN/WASHINGTON
 GA0951  USGS QUAD   -  CHUCKEY (1971)
 GA0951
 GA0951                         *CURRENT SURVEY CONTROL
 GA0951  ___________________________________________________________________
 GA0951* NAD 83(1986)-  36 13 45.     (N)    082 37 39.     (W)     SCALED    
 GA0951* NAVD 88     -       422.499  (meters)    1386.15   (feet)  ADJUSTED  
 GA0951  ___________________________________________________________________
 GA0951  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0951  DYNAMIC HT  -         422.095 (meters)    1384.82  (feet)  COMP
 GA0951  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 GA0951
 GA0951  VERT ORDER  -  SECOND    CLASS 0
 GA0951
 GA0951.The horizontal coordinates were scaled from a topographic map and have
 GA0951.an estimated accuracy of +/- 6 seconds.
 GA0951
 GA0951.The orthometric height was determined by differential leveling
 GA0951.and adjusted by the National Geodetic Survey in June 1991..
 GA0951
 GA0951.The geoid height was determined by GEOID03.
 GA0951
 GA0951.The dynamic height is computed by dividing the NAVD 88
 GA0951.geopotential number by the normal gravity value computed on the
 GA0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0951.degrees latitude (g = 980.6199 gals.).
 GA0951
 GA0951.The modeled gravity was interpolated from observed gravity values.
 GA0951
 GA0951;                    North         East    Units  Estimated Accuracy
 GA0951;SPC TN       -   215,570.      903,130.      MT  (+/- 180 meters Scaled)
 GA0951
 GA0951                          SUPERSEDED SURVEY CONTROL
 GA0951
 GA0951  NGVD 29 (??/??/92)  422.641  (m)         1386.61   (f) ADJ UNCH    2 0
 GA0951
 GA0951.Superseded values are not recommended for survey control.
 GA0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0951.See file dsdata.txt to determine how the superseded data were derived.
 GA0951
 GA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA537105(NAD 83)
 GA0951_MARKER: DB = BENCH MARK DISK
 GA0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0951_SP_SET: LIMESTONE LEDGE
 GA0951_STAMPING: M 100 1935
 GA0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0951
 GA0951  HISTORY     - Date     Condition        Report By
 GA0951  HISTORY     - 1935     MONUMENTED       CGS
 GA0951
 GA0951                          STATION DESCRIPTION
 GA0951
 GA0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0951'0.3 MI NE FROM LIMESTONE.
 GA0951'AT LIMESTONE, WASHINGTON COUNTY, 0.3 MILE NORTHEAST ALONG COUNTY
 GA0951'HIGHWAY 504 FROM THE POST OFFICE, AT THE C.C. JAYNES RESIDENCE,
 GA0951'21 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 GA0951'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, IN THE FACE OF A
 GA0951'LIMESTONE LEDGE, 6 INCHES HIGHER THAN THE HIGHWAY AND 8 FEET
 GA0951'SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED M 100
 GA0951'1935 AND SET VERTICALLY.  NOTE-- BM IS 6 FEET ABOVE ROAD.  POST
 GA0951'AND SIGN SET 8 FT NW OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0283 ***********************************************************************
 GA0283  DESIGNATION -  M 101
 GA0283  PID         -  GA0283
 GA0283  STATE/COUNTY-  TN/SULLIVAN
 GA0283  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0283
 GA0283                         *CURRENT SURVEY CONTROL
 GA0283  ___________________________________________________________________
 GA0283* NAD 83(1986)-  36 32 52.     (N)    082 26 24.     (W)     SCALED    
 GA0283* NAVD 88     -       466.505  (meters)    1530.53   (feet)  ADJUSTED  
 GA0283  ___________________________________________________________________
 GA0283  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0283  DYNAMIC HT  -         466.077 (meters)    1529.12  (feet)  COMP
 GA0283  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 GA0283
 GA0283  VERT ORDER  -  SECOND    CLASS 0
 GA0283
 GA0283.The horizontal coordinates were scaled from a topographic map and have
 GA0283.an estimated accuracy of +/- 6 seconds.
 GA0283
 GA0283.The orthometric height was determined by differential leveling
 GA0283.and adjusted by the National Geodetic Survey in June 1991..
 GA0283
 GA0283.The geoid height was determined by GEOID03.
 GA0283
 GA0283.The dynamic height is computed by dividing the NAVD 88
 GA0283.geopotential number by the normal gravity value computed on the
 GA0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0283.degrees latitude (g = 980.6199 gals.).
 GA0283
 GA0283.The modeled gravity was interpolated from observed gravity values.
 GA0283
 GA0283;                    North         East    Units  Estimated Accuracy
 GA0283;SPC TN       -   251,500.      918,690.      MT  (+/- 180 meters Scaled)
 GA0283
 GA0283                          SUPERSEDED SURVEY CONTROL
 GA0283
 GA0283  NGVD 29 (??/??/92)  466.636  (m)         1530.95   (f) ADJ UNCH    2 0
 GA0283
 GA0283.Superseded values are not recommended for survey control.
 GA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0283.See file dsdata.txt to determine how the superseded data were derived.
 GA0283
 GA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA711456(NAD 83)
 GA0283_MARKER: DB = BENCH MARK DISK
 GA0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0283_STAMPING: M 101 1935
 GA0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0283+STABILITY: SURFACE MOTION
 GA0283
 GA0283  HISTORY     - Date     Condition        Report By
 GA0283  HISTORY     - 1935     MONUMENTED       CGS
 GA0283  HISTORY     - 1959     GOOD             TVA
 GA0283
 GA0283                          STATION DESCRIPTION
 GA0283
 GA0283'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0283'1 MI W FROM INDIAN SPRINGS.
 GA0283'1.0 MILE WEST ALONG U.S. HIGHWAY 11 W FROM THE POST OFFICE AT
 GA0283'INDIAN SPRINGS, SULLIVAN COUNTY, 45 YARDS EAST OF THE PINE GROVE
 GA0283'TOURIST CAMP, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GA0283'10 FEET WEST OF A POLE, 1 FOOT HIGHER THAN THE HIGHWAY AND 1 FOOT
 GA0283'NORTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED M 101
 GA0283'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0281 ***********************************************************************
 GA0281  DESIGNATION -  M 101 X
 GA0281  PID         -  GA0281
 GA0281  STATE/COUNTY-  TN/SULLIVAN
 GA0281  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0281
 GA0281                         *CURRENT SURVEY CONTROL
 GA0281  ___________________________________________________________________
 GA0281* NAD 83(1986)-  36 32 39.     (N)    082 28 31.     (W)     SCALED    
 GA0281* NAVD 88     -       503.308  (meters)    1651.27   (feet)  ADJUSTED  
 GA0281  ___________________________________________________________________
 GA0281  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA0281  DYNAMIC HT  -         502.850 (meters)    1649.77  (feet)  COMP
 GA0281  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 GA0281
 GA0281  VERT ORDER  -  SECOND    CLASS 0
 GA0281
 GA0281.The horizontal coordinates were scaled from a topographic map and have
 GA0281.an estimated accuracy of +/- 6 seconds.
 GA0281
 GA0281.The orthometric height was determined by differential leveling
 GA0281.and adjusted by the National Geodetic Survey in June 1991..
 GA0281
 GA0281.The geoid height was determined by GEOID03.
 GA0281
 GA0281.The dynamic height is computed by dividing the NAVD 88
 GA0281.geopotential number by the normal gravity value computed on the
 GA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0281.degrees latitude (g = 980.6199 gals.).
 GA0281
 GA0281.The modeled gravity was interpolated from observed gravity values.
 GA0281
 GA0281;                    North         East    Units  Estimated Accuracy
 GA0281;SPC TN       -   250,980.      915,540.      MT  (+/- 180 meters Scaled)
 GA0281
 GA0281                          SUPERSEDED SURVEY CONTROL
 GA0281
 GA0281  NGVD 29 (??/??/92)  503.440  (m)         1651.70   (f) ADJ UNCH    2 0
 GA0281
 GA0281.Superseded values are not recommended for survey control.
 GA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0281.See file dsdata.txt to determine how the superseded data were derived.
 GA0281
 GA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA679453(NAD 83)
 GA0281_MARKER: DB = BENCH MARK DISK
 GA0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0281_STAMPING: M 101 X 1935
 GA0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0281+STABILITY: SURFACE MOTION
 GA0281
 GA0281  HISTORY     - Date     Condition        Report By
 GA0281  HISTORY     - 1935     MONUMENTED       CGS
 GA0281  HISTORY     - 1959     GOOD             TVA
 GA0281
 GA0281                          STATION DESCRIPTION
 GA0281
 GA0281'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0281'2.4 MI S FROM ORE BANK.
 GA0281'2.4 MILES SOUTH ALONG THE ANDERSON BRIDGE ROAD FROM ORE BANK,
 GA0281'SULLIVAN COUNTY, 1.0 MILE NORTHWEST OF THE JUNCTION OF U.S.
 GA0281'HIGHWAY 11 W, 100 FEET NORTH OF THE T.D. MC CERY RESIDENCE, AT
 GA0281'THE JUNCTION OF A ROAD LEADING WEST, 18 FEET EAST OF THE CENTERLINE
 GA0281'OF THE ANDERSON BRIDGE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF
 GA0281'THE T-ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M
 GA0281'101 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0260 ***********************************************************************
 GA0260  DESIGNATION -  M 101 Y
 GA0260  PID         -  GA0260
 GA0260  STATE/COUNTY-  TN/SULLIVAN
 GA0260  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0260
 GA0260                         *CURRENT SURVEY CONTROL
 GA0260  ___________________________________________________________________
 GA0260* NAD 83(1986)-  36 33 37.     (N)    082 27 25.     (W)     SCALED    
 GA0260* NAVD 88     -       424.123  (meters)    1391.48   (feet)  ADJUSTED  
 GA0260  ___________________________________________________________________
 GA0260  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0260  DYNAMIC HT  -         423.734 (meters)    1390.20  (feet)  COMP
 GA0260  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GA0260
 GA0260  VERT ORDER  -  SECOND    CLASS 0
 GA0260
 GA0260.The horizontal coordinates were scaled from a topographic map and have
 GA0260.an estimated accuracy of +/- 6 seconds.
 GA0260
 GA0260.The orthometric height was determined by differential leveling
 GA0260.and adjusted by the National Geodetic Survey in June 1991..
 GA0260
 GA0260.The geoid height was determined by GEOID03.
 GA0260
 GA0260.The dynamic height is computed by dividing the NAVD 88
 GA0260.geopotential number by the normal gravity value computed on the
 GA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0260.degrees latitude (g = 980.6199 gals.).
 GA0260
 GA0260.The modeled gravity was interpolated from observed gravity values.
 GA0260
 GA0260;                    North         East    Units  Estimated Accuracy
 GA0260;SPC TN       -   252,830.      917,120.      MT  (+/- 180 meters Scaled)
 GA0260
 GA0260                          SUPERSEDED SURVEY CONTROL
 GA0260
 GA0260  NGVD 29 (??/??/92)  424.250  (m)         1391.89   (f) ADJ UNCH    2 0
 GA0260
 GA0260.Superseded values are not recommended for survey control.
 GA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0260.See file dsdata.txt to determine how the superseded data were derived.
 GA0260
 GA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA696470(NAD 83)
 GA0260_MARKER: DB = BENCH MARK DISK
 GA0260_SETTING: 66 = SET IN ROCK OUTCROP
 GA0260_SP_SET: ROCK OUTCROP
 GA0260_STAMPING: M 101 Y 1935
 GA0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0260+STABILITY: POSITION/ELEVATION WELL
 GA0260
 GA0260  HISTORY     - Date     Condition        Report By
 GA0260  HISTORY     - 1935     MONUMENTED       CGS
 GA0260  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0260
 GA0260                          STATION DESCRIPTION
 GA0260
 GA0260'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0260'AT ORE BANK.
 GA0260'AT ORE BANK, SULLIVAN COUNTY, ON THE ARCADIA ROAD LEADING TO
 GA0260'U.S. HIGHWAY 11 W, 25 YARDS EAST OF THE NORTHEAST CORNER OF
 GA0260'THE SCHOOL, 17 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 24 FEET
 GA0260'EAST OF A 12-INCH MAPLE TREE, 11.8 FEET SOUTH OF THE CENTERLINE
 GA0260'OF A ROAD LEADING TO THE REEDY CREEK PRESBYTERIAN CHURCH, IN
 GA0260'THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE ROAD.  A STANDARD
 GA0260'DISK, STAMPED M 101 Y 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0493 ***********************************************************************
 GA0493  DESIGNATION -  M 102
 GA0493  PID         -  GA0493
 GA0493  STATE/COUNTY-  TN/SULLIVAN
 GA0493  USGS QUAD   -  KEENBURG (1960)
 GA0493
 GA0493                         *CURRENT SURVEY CONTROL
 GA0493  ___________________________________________________________________
 GA0493* NAD 83(1986)-  36 25 33.     (N)    082 13 01.     (W)     SCALED    
 GA0493* NAVD 88     -       506.502  (meters)    1661.75   (feet)  ADJUSTED  
 GA0493  ___________________________________________________________________
 GA0493  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0493  DYNAMIC HT  -         506.029 (meters)    1660.20  (feet)  COMP
 GA0493  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 GA0493
 GA0493  VERT ORDER  -  SECOND    CLASS 0
 GA0493
 GA0493.The horizontal coordinates were scaled from a topographic map and have
 GA0493.an estimated accuracy of +/- 6 seconds.
 GA0493
 GA0493.The orthometric height was determined by differential leveling
 GA0493.and adjusted by the National Geodetic Survey in June 1991..
 GA0493
 GA0493.The geoid height was determined by GEOID03.
 GA0493
 GA0493.The dynamic height is computed by dividing the NAVD 88
 GA0493.geopotential number by the normal gravity value computed on the
 GA0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0493.degrees latitude (g = 980.6199 gals.).
 GA0493
 GA0493.The modeled gravity was interpolated from observed gravity values.
 GA0493
 GA0493;                    North         East    Units  Estimated Accuracy
 GA0493;SPC TN       -   238,720.      939,170.      MT  (+/- 180 meters Scaled)
 GA0493
 GA0493                          SUPERSEDED SURVEY CONTROL
 GA0493
 GA0493  NGVD 29 (??/??/92)  506.647  (m)         1662.22   (f) ADJ UNCH    2 0
 GA0493
 GA0493.Superseded values are not recommended for survey control.
 GA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0493.See file dsdata.txt to determine how the superseded data were derived.
 GA0493
 GA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA909318(NAD 83)
 GA0493_MARKER: DB = BENCH MARK DISK
 GA0493_SETTING: 66 = SET IN ROCK OUTCROP
 GA0493_SP_SET: SET IN ROCK OUTCROP
 GA0493_STAMPING: M 102 1935
 GA0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0493+STABILITY: POSITION/ELEVATION WELL
 GA0493
 GA0493  HISTORY     - Date     Condition        Report By
 GA0493  HISTORY     - 1935     MONUMENTED       CGS
 GA0493  HISTORY     - 1960     GOOD             TVA
 GA0493
 GA0493                          STATION DESCRIPTION
 GA0493
 GA0493'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0493'1.1 MI SW FROM CHINQUAPIN GROVE.
 GA0493'1.1 MILES SOUTHWEST ALONG THE ELKANAH ROAD FROM THE CHURCH AT
 GA0493'CHINQUAPIN GROVE, SULLIVAN COUNTY, 160 YARDS NORTH OF GLOVERS
 GA0493'SPRING, 130 YARDS SOUTHWEST OF THE WEST SANFIELD RESIDENCE, 32
 GA0493'YARDS SOUTHEAST OF A SHARP CURVE, NEAR THE GLEN HOFFMAN RESIDENCE,
 GA0493'AT THE FOOT OF A HILL, AND IN THE TOP OF A LEDGE IN THE GLOVERS
 GA0493'SPRING TRAIL.  A STANDARD DISK, STAMPED M 102 1935.  NOTE-- MARK
 GA0493'MAY BE REACHED FROM ROAD JUNCTION AT HILLCREST, 11-E AND 19-E,
 GA0493'GO SOUTH ON 19-E, 2.2 MILES TO NEW ROAD LEFT, TURN EAST AND GO
 GA0493'2.9 MILES ALONG NEW ROAD TO SIDE ROAD RIGHT (SOUTHEAST) DOWN A
 GA0493'STEEP BANK, MARK IS APPROXIMATELY 150 FEET FROM MAIN ROAD AND 25
 GA0493'FEET SOUTH OF SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1199 ***********************************************************************
 FZ1199  DESIGNATION -  M 103
 FZ1199  PID         -  FZ1199
 FZ1199  STATE/COUNTY-  TN/SULLIVAN
 FZ1199  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1199
 FZ1199                         *CURRENT SURVEY CONTROL
 FZ1199  ___________________________________________________________________
 FZ1199* NAD 83(1986)-  36 35 01.     (N)    081 54 30.     (W)     SCALED    
 FZ1199* NAVD 88     -      1000.65   (+/-2cm)    3283.0    (feet)  VERTCON   
 FZ1199  ___________________________________________________________________
 FZ1199  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1199
 FZ1199  VERT ORDER  -  ? (See Below)
 FZ1199
 FZ1199.The horizontal coordinates were scaled from a topographic map and have
 FZ1199.an estimated accuracy of +/- 6 seconds.
 FZ1199
 FZ1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1199.The vertical order pertains to the NGVD 29 superseded value.
 FZ1199
 FZ1199.The geoid height was determined by GEOID03.
 FZ1199
 FZ1199;                    North         East    Units  Estimated Accuracy
 FZ1199;SPC TN       -   257,330.      966,090.      MT  (+/- 180 meters Scaled)
 FZ1199
 FZ1199                          SUPERSEDED SURVEY CONTROL
 FZ1199
 FZ1199  NGVD 29 (??/??/92) 1000.735  (m)         3283.24   (f) ADJ UNCH    ?  
 FZ1199
 FZ1199.Superseded values are not recommended for survey control.
 FZ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1199.See file dsdata.txt to determine how the superseded data were derived.
 FZ1199
 FZ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA187490(NAD 83)
 FZ1199_MARKER: DB = BENCH MARK DISK
 FZ1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1199_STAMPING: M 103 1935
 FZ1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1199+STABILITY: SURFACE MOTION
 FZ1199
 FZ1199  HISTORY     - Date     Condition        Report By
 FZ1199  HISTORY     - 1935     MONUMENTED       CGS
 FZ1199  HISTORY     - 1937     GOOD             TVA
 FZ1199
 FZ1199                          STATION DESCRIPTION
 FZ1199
 FZ1199'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1199'3 MI SE FROM OFFSET SCHOOL.
 FZ1199'3 MILES SOUTHEAST ALONG THE CRANDULL ROAD FROM OFFSET SCHOOL,
 FZ1199'SULLIVAN COUNTY, IN THE CHEROKEE NATIONAL FOREST, ON THE OUTSIDE
 FZ1199'OF A SHARP CURVE FROM WEST TO SOUTH (THE FIRST SHARP CURVE AFTER
 FZ1199'CROSSING A SERIES OF VALLEYS), 275 FEET WEST OF A 44-INCH CHESTNUT
 FZ1199'OAK TREE, 150 FEET NORTHEAST OF A 40-INCH CHESTNUT OAK TREE (TOP
 FZ1199'BROKEN OUT), 150 FEET WEST OF A CORRUGATED-IRON PIPE LINE UNDER
 FZ1199'THE ROAD, 60 FEET NORTHWEST OF A 26-INCH CHESTNUT OAK TREE AT THE
 FZ1199'POINT OF THE CURVE, 26.6 FEET NORTH OF A 10-INCH LEANING CHESTNUT
 FZ1199'OAK TREE, 3.3 FEET SOUTHWEST OF A 8-INCH RED OAK TREE, ON THE
 FZ1199'WEST SIDE OF THE ROAD, AND IN AN OLD GULLIED TRAIL CROSSING THE
 FZ1199'ROAD AT THE POINT OF THE CURVE.  A STANDARD DISK, STAMPED M 103
 FZ1199'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0990 ***********************************************************************
 FZ0990  DESIGNATION -  M 104
 FZ0990  PID         -  FZ0990
 FZ0990  STATE/COUNTY-  TN/JOHNSON
 FZ0990  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0990
 FZ0990                         *CURRENT SURVEY CONTROL
 FZ0990  ___________________________________________________________________
 FZ0990* NAD 83(1986)-  36 26 45.     (N)    081 47 57.     (W)     SCALED    
 FZ0990* NAVD 88     -       703.047  (meters)    2306.58   (feet)  ADJUSTED  
 FZ0990  ___________________________________________________________________
 FZ0990  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FZ0990  DYNAMIC HT  -         702.337 (meters)    2304.25  (feet)  COMP
 FZ0990  MODELED GRAV-     979,599.2   (mgal)                       NAVD 88
 FZ0990
 FZ0990  VERT ORDER  -  SECOND    CLASS 0
 FZ0990
 FZ0990.The horizontal coordinates were scaled from a topographic map and have
 FZ0990.an estimated accuracy of +/- 6 seconds.
 FZ0990
 FZ0990.The orthometric height was determined by differential leveling
 FZ0990.and adjusted by the National Geodetic Survey in June 1991..
 FZ0990
 FZ0990.The geoid height was determined by GEOID03.
 FZ0990
 FZ0990.The dynamic height is computed by dividing the NAVD 88
 FZ0990.geopotential number by the normal gravity value computed on the
 FZ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0990.degrees latitude (g = 980.6199 gals.).
 FZ0990
 FZ0990.The modeled gravity was interpolated from observed gravity values.
 FZ0990
 FZ0990;                    North         East    Units  Estimated Accuracy
 FZ0990;SPC TN       -   242,470.      976,510.      MT  (+/- 180 meters Scaled)
 FZ0990
 FZ0990                          SUPERSEDED SURVEY CONTROL
 FZ0990
 FZ0990  NGVD 29 (??/??/92)  703.106  (m)         2306.77   (f) ADJ UNCH    2 0
 FZ0990
 FZ0990.Superseded values are not recommended for survey control.
 FZ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0990.See file dsdata.txt to determine how the superseded data were derived.
 FZ0990
 FZ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA283336(NAD 83)
 FZ0990_MARKER: DB = BENCH MARK DISK
 FZ0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0990_STAMPING: M 104 1935
 FZ0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0990+STABILITY: SURFACE MOTION
 FZ0990
 FZ0990  HISTORY     - Date     Condition        Report By
 FZ0990  HISTORY     - 1935     MONUMENTED       CGS
 FZ0990
 FZ0990                          STATION DESCRIPTION
 FZ0990
 FZ0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0990'AT SHOUNS.
 FZ0990'AT SHOUNS, JOHNSON COUNTY, 25 YARDS NORTHEAST OF THE SOUTHERN
 FZ0990'RAILWAY STATION, 22 YARDS NORTH OF MILEPOST 126, 35 YARDS
 FZ0990'NORTHWEST OF THE CENTERLINE OF A COUNTY ROAD, 22 YARDS EAST
 FZ0990'OF THE EAST RAIL, 6 FEET NORTH OF A POLE, AND LEVEL WITH THE
 FZ0990'TRACK.  A STANDARD DISK, STAMPED M 104 1935 AND SET IN THE
 FZ0990'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0611 ***********************************************************************
 GA0611  DESIGNATION -  M 105
 GA0611  PID         -  GA0611
 GA0611  STATE/COUNTY-  TN/UNICOI
 GA0611  USGS QUAD   -  UNICOI (1978)
 GA0611
 GA0611                         *CURRENT SURVEY CONTROL
 GA0611  ___________________________________________________________________
 GA0611* NAD 83(1986)-  36 10 34.     (N)    082 17 32.     (W)     SCALED    
 GA0611* NAVD 88     -       675.623  (meters)    2216.61   (feet)  ADJUSTED  
 GA0611  ___________________________________________________________________
 GA0611  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA0611  DYNAMIC HT  -         674.908 (meters)    2214.26  (feet)  COMP
 GA0611  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 GA0611
 GA0611  VERT ORDER  -  SECOND    CLASS 0
 GA0611
 GA0611.The horizontal coordinates were scaled from a topographic map and have
 GA0611.an estimated accuracy of +/- 6 seconds.
 GA0611
 GA0611.The orthometric height was determined by differential leveling
 GA0611.and adjusted by the National Geodetic Survey in June 1991..
 GA0611
 GA0611.The geoid height was determined by GEOID03.
 GA0611
 GA0611.The dynamic height is computed by dividing the NAVD 88
 GA0611.geopotential number by the normal gravity value computed on the
 GA0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0611.degrees latitude (g = 980.6199 gals.).
 GA0611
 GA0611.The modeled gravity was interpolated from observed gravity values.
 GA0611
 GA0611;                    North         East    Units  Estimated Accuracy
 GA0611;SPC TN       -   210,770.      933,470.      MT  (+/- 180 meters Scaled)
 GA0611
 GA0611                          SUPERSEDED SURVEY CONTROL
 GA0611
 GA0611  NGVD 29 (??/??/92)  675.685  (m)         2216.81   (f) ADJ UNCH    2 0
 GA0611
 GA0611.Superseded values are not recommended for survey control.
 GA0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0611.See file dsdata.txt to determine how the superseded data were derived.
 GA0611
 GA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA837042(NAD 83)
 GA0611_MARKER: DB = BENCH MARK DISK
 GA0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0611_STAMPING: M 105 1935
 GA0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0611+STABILITY: SURFACE MOTION
 GA0611
 GA0611  HISTORY     - Date     Condition        Report By
 GA0611  HISTORY     - 1935     MONUMENTED       CGS
 GA0611  HISTORY     - 1939     GOOD             TVA
 GA0611
 GA0611                          STATION DESCRIPTION
 GA0611
 GA0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0611'2.1 MI NW FROM LIMESTONE COVE.
 GA0611'2.1 MILES NORTHWEST ALONG THE UNICOI ROAD FROM THE POST OFFICE
 GA0611'AT LIMESTONE COVE, UNICOI COUNTY, 0.5 MILE EAST OF A NARROW
 GA0611'CONCRETE BRIDGE OVER A CREEK, 0.1 MILE WEST OF A LOG CABIN, 24
 GA0611'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 23 FEET NORTH OF A
 GA0611'DOUBLE SYCAMORE TREE AT THE EDGE OF A CREEK, 5 FEET EAST OF A
 GA0611'FENCE LINE, AND 6 INCHES LOWER THAN THE ROAD.  A STANDARD DISK,
 GA0611'STAMPED M 105 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 GA0611'1939 REPORT--CHANGE DESCRIPTION TO READ-- WEST OF LOG CABIN,
 GA0611'23.7 FEET NORTH OF GRAVEL ROAD, 22.8 FEET SOUTH OF SYCAMORE TREE
 GA0611'ON EDGE OF CREEK.
 GA0611
 GA0611                          STATION RECOVERY (1939)
 GA0611
 GA0611'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1939
 GA0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0780 ***********************************************************************
 GA0780  DESIGNATION -  M 106
 GA0780  PID         -  GA0780
 GA0780  STATE/COUNTY-  TN/HAWKINS
 GA0780  USGS QUAD   -  MC CLOUD (1961)
 GA0780
 GA0780                         *CURRENT SURVEY CONTROL
 GA0780  ___________________________________________________________________
 GA0780* NAD 83(1986)-  36 20 24.     (N)    082 55 33.     (W)     SCALED    
 GA0780* NAVD 88     -       390.547  (meters)    1281.32   (feet)  ADJUSTED  
 GA0780  ___________________________________________________________________
 GA0780  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0780  DYNAMIC HT  -         390.190 (meters)    1280.15  (feet)  COMP
 GA0780  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 GA0780
 GA0780  VERT ORDER  -  SECOND    CLASS 0
 GA0780
 GA0780.The horizontal coordinates were scaled from a topographic map and have
 GA0780.an estimated accuracy of +/- 6 seconds.
 GA0780
 GA0780.The orthometric height was determined by differential leveling
 GA0780.and adjusted by the National Geodetic Survey in June 1991..
 GA0780
 GA0780.The geoid height was determined by GEOID03.
 GA0780
 GA0780.The dynamic height is computed by dividing the NAVD 88
 GA0780.geopotential number by the normal gravity value computed on the
 GA0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0780.degrees latitude (g = 980.6199 gals.).
 GA0780
 GA0780.The modeled gravity was interpolated from observed gravity values.
 GA0780
 GA0780;                    North         East    Units  Estimated Accuracy
 GA0780;SPC TN       -   226,980.      875,940.      MT  (+/- 180 meters Scaled)
 GA0780
 GA0780                          SUPERSEDED SURVEY CONTROL
 GA0780
 GA0780  NGVD 29 (??/??/92)  390.696  (m)         1281.81   (f) ADJ UNCH    2 0
 GA0780
 GA0780.Superseded values are not recommended for survey control.
 GA0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0780.See file dsdata.txt to determine how the superseded data were derived.
 GA0780
 GA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA271233(NAD 83)
 GA0780_MARKER: DB = BENCH MARK DISK
 GA0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0780_STAMPING: M 106 1935
 GA0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0780+STABILITY: SURFACE MOTION
 GA0780
 GA0780  HISTORY     - Date     Condition        Report By
 GA0780  HISTORY     - 1935     MONUMENTED       CGS
 GA0780  HISTORY     - 1973     GOOD             TNDT
 GA0780
 GA0780                          STATION DESCRIPTION
 GA0780
 GA0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0780'2.9 MI S FROM STRAHL.
 GA0780'2.9 MILES SOUTH ALONG STATE HIGHWAY 70 FROM A CHURCH AT STRAHL,
 GA0780'HAWKINS COUNTY, 0.5 MILE NORTH OF THE W.H. CARTER STORE, 24 FEET
 GA0780'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN
 GA0780'THE HIGHWAY.  330 FEET SOUTH SOUTHWEST OF T ROAD EAST, 282 FEET
 GA0780'NORTHEAST OF NAIL AND BOTTLE CAP IN POWER POLE IN FIELD AND 3/4
 GA0780'FEET SOUTHEAST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA0780'M 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0780
 GA0780                          STATION RECOVERY (1973)
 GA0780
 GA0780'RECOVERY NOTE BY TN DEPT OF TRANSP 1973
 GA0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0843 ***********************************************************************
 GA0843  DESIGNATION -  M 107
 GA0843  PID         -  GA0843
 GA0843  STATE/COUNTY-  TN/SULLIVAN
 GA0843  USGS QUAD   -  LOVELACE (1971)
 GA0843
 GA0843                         *CURRENT SURVEY CONTROL
 GA0843  ___________________________________________________________________
 GA0843* NAD 83(1986)-  36 25 52.     (N)    082 43 15.     (W)     SCALED    
 GA0843* NAVD 88     -       401.757  (meters)    1318.10   (feet)  ADJUSTED  
 GA0843  ___________________________________________________________________
 GA0843  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0843  DYNAMIC HT  -         401.388 (meters)    1316.89  (feet)  COMP
 GA0843  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 GA0843
 GA0843  VERT ORDER  -  SECOND    CLASS 0
 GA0843
 GA0843.The horizontal coordinates were scaled from a topographic map and have
 GA0843.an estimated accuracy of +/- 6 seconds.
 GA0843
 GA0843.The orthometric height was determined by differential leveling
 GA0843.and adjusted by the National Geodetic Survey in June 1991..
 GA0843
 GA0843.The geoid height was determined by GEOID03.
 GA0843
 GA0843.The dynamic height is computed by dividing the NAVD 88
 GA0843.geopotential number by the normal gravity value computed on the
 GA0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0843.degrees latitude (g = 980.6199 gals.).
 GA0843
 GA0843.The modeled gravity was interpolated from observed gravity values.
 GA0843
 GA0843;                    North         East    Units  Estimated Accuracy
 GA0843;SPC TN       -   237,680.      893,990.      MT  (+/- 180 meters Scaled)
 GA0843
 GA0843                          SUPERSEDED SURVEY CONTROL
 GA0843
 GA0843  NGVD 29 (??/??/92)  401.902  (m)         1318.57   (f) ADJ UNCH    2 0
 GA0843
 GA0843.Superseded values are not recommended for survey control.
 GA0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0843.See file dsdata.txt to determine how the superseded data were derived.
 GA0843
 GA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA457331(NAD 83)
 GA0843_MARKER: DB = BENCH MARK DISK
 GA0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0843_STAMPING: M 107 1935
 GA0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0843+STABILITY: SURFACE MOTION
 GA0843
 GA0843  HISTORY     - Date     Condition        Report By
 GA0843  HISTORY     - 1935     MONUMENTED       CGS
 GA0843
 GA0843                          STATION DESCRIPTION
 GA0843
 GA0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0843'2.7 MI W FROM BLAIR GAP.
 GA0843'2.7 MILES WEST ALONG THE BEECH CREEK ROAD FROM THE TENNESSEE AND
 GA0843'EASTMAN RAILROAD AT BLAIR GAP, SULLIVAN COUNTY, DIRECTLY IN FRONT
 GA0843'OF THE MOUNT CARAMA CHURCH, 6 YARDS SOUTH OF THE CENTERLINE OF
 GA0843'THE ROAD, 6 YARDS WEST OF A T-ROAD, AND LEVEL WITH THE ROAD.  A
 GA0843'STANDARD DISK, STAMPED M 107 1935 AND SET IN THE TOP OF A CONCRETE
 GA0843'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0547 ***********************************************************************
 GA0547  DESIGNATION -  M 108
 GA0547  PID         -  GA0547
 GA0547  STATE/COUNTY-  TN/WASHINGTON
 GA0547  USGS QUAD   -  JONESBOROUGH (1968)
 GA0547
 GA0547                         *CURRENT SURVEY CONTROL
 GA0547  ___________________________________________________________________
 GA0547* NAD 83(1986)-  36 22 01.     (N)    082 27 37.     (W)     SCALED    
 GA0547* NAVD 88     -       500.724  (meters)    1642.79   (feet)  ADJUSTED  
 GA0547  ___________________________________________________________________
 GA0547  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA0547  DYNAMIC HT  -         500.252 (meters)    1641.24  (feet)  COMP
 GA0547  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 GA0547
 GA0547  VERT ORDER  -  SECOND    CLASS 0
 GA0547
 GA0547.The horizontal coordinates were scaled from a topographic map and have
 GA0547.an estimated accuracy of +/- 6 seconds.
 GA0547
 GA0547.The orthometric height was determined by differential leveling
 GA0547.and adjusted by the National Geodetic Survey in June 1991..
 GA0547
 GA0547.The geoid height was determined by GEOID03.
 GA0547
 GA0547.The dynamic height is computed by dividing the NAVD 88
 GA0547.geopotential number by the normal gravity value computed on the
 GA0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0547.degrees latitude (g = 980.6199 gals.).
 GA0547
 GA0547.The modeled gravity was interpolated from observed gravity values.
 GA0547
 GA0547;                    North         East    Units  Estimated Accuracy
 GA0547;SPC TN       -   231,380.      917,600.      MT  (+/- 180 meters Scaled)
 GA0547
 GA0547                          SUPERSEDED SURVEY CONTROL
 GA0547
 GA0547  NGVD 29 (??/??/92)  500.869  (m)         1643.27   (f) ADJ UNCH    2 0
 GA0547
 GA0547.Superseded values are not recommended for survey control.
 GA0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0547.See file dsdata.txt to determine how the superseded data were derived.
 GA0547
 GA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA689256(NAD 83)
 GA0547_MARKER: DB = BENCH MARK DISK
 GA0547_SETTING: 66 = SET IN ROCK OUTCROP
 GA0547_SP_SET: SET IN ROCK OUTCROP
 GA0547_STAMPING: M 108 1935
 GA0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0547+STABILITY: POSITION/ELEVATION WELL
 GA0547
 GA0547  HISTORY     - Date     Condition        Report By
 GA0547  HISTORY     - 1935     MONUMENTED       CGS
 GA0547
 GA0547                          STATION DESCRIPTION
 GA0547
 GA0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0547'1.4 MI W FROM BOONE.
 GA0547'1.4 MILES WEST ALONG A COUNTY ROAD LEADING TO COUNTY HIGHWAY
 GA0547'508 FROM THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT
 GA0547'BOONE, WASHINGTON COUNTY, 42 FEET NORTH OF THE CENTERLINE OF THE
 GA0547'ROAD, 21 FEET EAST OF A WIRE FENCE, 11 FEET EAST OF A DOUBLE
 GA0547'BLACK WALNUT TREE, 10 FEET NORTH OF ANOTHER WIRE FENCE, IN A
 GA0547'LARGE ROCK OUTCROP, AND 2 FEET LOWER THAN THE ROAD.  A STANDARD
 GA0547'DISK, STAMPED M 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0207 ***********************************************************************
 GA0207  DESIGNATION -  M 109
 GA0207  PID         -  GA0207
 GA0207  STATE/COUNTY-  TN/SULLIVAN
 GA0207  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0207
 GA0207                         *CURRENT SURVEY CONTROL
 GA0207  ___________________________________________________________________
 GA0207* NAD 83(1986)-  36 31 19.     (N)    082 18 10.     (W)     SCALED    
 GA0207* NAVD 88     -       462.284  (meters)    1516.68   (feet)  ADJUSTED  
 GA0207  ___________________________________________________________________
 GA0207  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0207  DYNAMIC HT  -         461.857 (meters)    1515.28  (feet)  COMP
 GA0207  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 GA0207
 GA0207  VERT ORDER  -  SECOND    CLASS 0
 GA0207
 GA0207.The horizontal coordinates were scaled from a topographic map and have
 GA0207.an estimated accuracy of +/- 6 seconds.
 GA0207
 GA0207.The orthometric height was determined by differential leveling
 GA0207.and adjusted by the National Geodetic Survey in June 1991..
 GA0207
 GA0207.The geoid height was determined by GEOID03.
 GA0207
 GA0207.The dynamic height is computed by dividing the NAVD 88
 GA0207.geopotential number by the normal gravity value computed on the
 GA0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0207.degrees latitude (g = 980.6199 gals.).
 GA0207
 GA0207.The modeled gravity was interpolated from observed gravity values.
 GA0207
 GA0207;                    North         East    Units  Estimated Accuracy
 GA0207;SPC TN       -   249,090.      931,070.      MT  (+/- 180 meters Scaled)
 GA0207
 GA0207                          SUPERSEDED SURVEY CONTROL
 GA0207
 GA0207  NGVD 29 (??/??/92)  462.437  (m)         1517.18   (f) ADJ UNCH    2 0
 GA0207
 GA0207.Superseded values are not recommended for survey control.
 GA0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0207.See file dsdata.txt to determine how the superseded data were derived.
 GA0207
 GA0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA833426(NAD 83)
 GA0207_MARKER: DB = BENCH MARK DISK
 GA0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0207_SP_SET: BRIDGE
 GA0207_STAMPING: M 109 1935
 GA0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0207
 GA0207  HISTORY     - Date     Condition        Report By
 GA0207  HISTORY     - 1935     MONUMENTED       CGS
 GA0207
 GA0207                          STATION DESCRIPTION
 GA0207
 GA0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0207'1.8 MI S FROM BLOUNTVILLE.
 GA0207'1.8 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 GA0207'BLOUNTVILLE, SULLIVAN COUNTY, 75 YARDS SOUTHEAST OF THE DOLLY
 GA0207'CHRISTIANS FRAME HOUSE, AT A BRIDGE OVER EVANS CREEK, IN THE TOP
 GA0207'OF THE EAST END OF THE NORTH ABUTMENT, 13 FEET EAST OF THE
 GA0207'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GA0207'DISK, STAMPED M 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0033 ***********************************************************************
 GA0033  DESIGNATION -  M 11
 GA0033  PID         -  GA0033
 GA0033  STATE/COUNTY-  TN/SULLIVAN
 GA0033  USGS QUAD   -  BRISTOL (1991)
 GA0033
 GA0033                         *CURRENT SURVEY CONTROL
 GA0033  ___________________________________________________________________
 GA0033* NAD 83(1986)-  36 31 54.     (N)    082 12 09.     (W)     SCALED    
 GA0033* NAVD 88     -       460.815  (meters)    1511.86   (feet)  ADJUSTED  
 GA0033  ___________________________________________________________________
 GA0033  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0033  DYNAMIC HT  -         460.394 (meters)    1510.48  (feet)  COMP
 GA0033  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GA0033
 GA0033  VERT ORDER  -  FIRST     CLASS II
 GA0033
 GA0033.The horizontal coordinates were scaled from a topographic map and have
 GA0033.an estimated accuracy of +/- 6 seconds.
 GA0033
 GA0033.The orthometric height was determined by differential leveling
 GA0033.and adjusted by the National Geodetic Survey in June 1991..
 GA0033
 GA0033.The geoid height was determined by GEOID03.
 GA0033
 GA0033.The dynamic height is computed by dividing the NAVD 88
 GA0033.geopotential number by the normal gravity value computed on the
 GA0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0033.degrees latitude (g = 980.6199 gals.).
 GA0033
 GA0033.The modeled gravity was interpolated from observed gravity values.
 GA0033
 GA0033;                    North         East    Units  Estimated Accuracy
 GA0033;SPC TN       -   250,510.      940,010.      MT  (+/- 180 meters Scaled)
 GA0033
 GA0033                          SUPERSEDED SURVEY CONTROL
 GA0033
 GA0033  NGVD 29 (??/??/92)  460.969  (m)         1512.36   (f) ADJ UNCH    1 2
 GA0033
 GA0033.Superseded values are not recommended for survey control.
 GA0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0033.See file dsdata.txt to determine how the superseded data were derived.
 GA0033
 GA0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA923435(NAD 83)
 GA0033_MARKER: DB = BENCH MARK DISK
 GA0033_SETTING: 66 = SET IN ROCK OUTCROP
 GA0033_SP_SET: ROCK LEDGE
 GA0033_STAMPING: 1512.563 M 11 1933
 GA0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0033+STABILITY: POSITION/ELEVATION WELL
 GA0033
 GA0033  HISTORY     - Date     Condition        Report By
 GA0033  HISTORY     - 1933     MONUMENTED       CGS
 GA0033  HISTORY     - 1960     GOOD             TVA
 GA0033
 GA0033                          STATION DESCRIPTION
 GA0033
 GA0033'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0033'5.4 MI S FROM BRISTOL.
 GA0033'5.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM BRISTOL,
 GA0033'SULLIVAN COUNTY, 795 YARDS SOUTH OF MILEPOST 5, IN A FIELD, 80
 GA0033'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET LOWER THAN THE RAIL,
 GA0033'AND IN THE TOP OF A ROCK LEDGE.  A STANDARD DISK, STAMPED
 GA0033'1512.563 M 11 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0486 ***********************************************************************
 GA0486  DESIGNATION -  M 110
 GA0486  PID         -  GA0486
 GA0486  STATE/COUNTY-  TN/SULLIVAN
 GA0486  USGS QUAD   -  KEENBURG (1960)
 GA0486
 GA0486                         *CURRENT SURVEY CONTROL
 GA0486  ___________________________________________________________________
 GA0486* NAD 83(1986)-  36 29 27.     (N)    082 08 03.     (W)     SCALED    
 GA0486* NAVD 88     -       482.528  (meters)    1583.09   (feet)  ADJUSTED  
 GA0486  ___________________________________________________________________
 GA0486  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0486  DYNAMIC HT  -         482.078 (meters)    1581.62  (feet)  COMP
 GA0486  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 GA0486
 GA0486  VERT ORDER  -  SECOND    CLASS 0
 GA0486
 GA0486.The horizontal coordinates were scaled from a topographic map and have
 GA0486.an estimated accuracy of +/- 6 seconds.
 GA0486
 GA0486.The orthometric height was determined by differential leveling
 GA0486.and adjusted by the National Geodetic Survey in June 1991..
 GA0486
 GA0486.The geoid height was determined by GEOID03.
 GA0486
 GA0486.The dynamic height is computed by dividing the NAVD 88
 GA0486.geopotential number by the normal gravity value computed on the
 GA0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0486.degrees latitude (g = 980.6199 gals.).
 GA0486
 GA0486.The modeled gravity was interpolated from observed gravity values.
 GA0486
 GA0486;                    North         East    Units  Estimated Accuracy
 GA0486;SPC TN       -   246,220.      946,300.      MT  (+/- 180 meters Scaled)
 GA0486
 GA0486                          SUPERSEDED SURVEY CONTROL
 GA0486
 GA0486  NGVD 29 (??/??/92)  482.653  (m)         1583.50   (f) ADJ UNCH    2 0
 GA0486
 GA0486.Superseded values are not recommended for survey control.
 GA0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0486.See file dsdata.txt to determine how the superseded data were derived.
 GA0486
 GA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA984389(NAD 83)
 GA0486_MARKER: DB = BENCH MARK DISK
 GA0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0486_STAMPING: M 110 1934
 GA0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0486+STABILITY: SURFACE MOTION
 GA0486
 GA0486  HISTORY     - Date     Condition        Report By
 GA0486  HISTORY     - 1934     MONUMENTED       CGS
 GA0486
 GA0486                          STATION DESCRIPTION
 GA0486
 GA0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0486'0.8 MI NE FROM HICKORY TREE.
 GA0486'0.8 MILE NORTHEAST ALONG THE BEIDLEMAN MILL ROAD FROM HICKORY
 GA0486'TREE, SULLIVAN COUNTY, 0.8 MILE SOUTHEAST ALONG THE MERRILL CREEK
 GA0486'ROAD, 10 YARDS NORTH OF THE JUNCTION OF A ROAD LEADING SOUTH, 17
 GA0486'FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN ROAD, AND 1 FOOT
 GA0486'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED M 110 1934 AND
 GA0486'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0667 ***********************************************************************
 GA0667  DESIGNATION -  M 112
 GA0667  PID         -  GA0667
 GA0667  STATE/COUNTY-  TN/UNICOI
 GA0667  USGS QUAD   -  CHESTOA (1978)
 GA0667
 GA0667                         *CURRENT SURVEY CONTROL
 GA0667  ___________________________________________________________________
 GA0667* NAD 83(1986)-  36 02 28.     (N)    082 28 22.     (W)     SCALED    
 GA0667* NAVD 88     -       826.38   (+/-2cm)    2711.2    (feet)  VERTCON   
 GA0667  ___________________________________________________________________
 GA0667  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA0667
 GA0667  VERT ORDER  -  ? (See Below)
 GA0667
 GA0667.The horizontal coordinates were scaled from a topographic map and have
 GA0667.an estimated accuracy of +/- 6 seconds.
 GA0667
 GA0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0667.The vertical order pertains to the NGVD 29 superseded value.
 GA0667
 GA0667.The geoid height was determined by GEOID03.
 GA0667
 GA0667;                    North         East    Units  Estimated Accuracy
 GA0667;SPC TN       -   195,200.      917,780.      MT  (+/- 180 meters Scaled)
 GA0667
 GA0667                          SUPERSEDED SURVEY CONTROL
 GA0667
 GA0667  NGVD 29 (??/??/92)  826.477  (m)         2711.53   (f) ADJ UNCH    ?  
 GA0667
 GA0667.Superseded values are not recommended for survey control.
 GA0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0667.See file dsdata.txt to determine how the superseded data were derived.
 GA0667
 GA0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV673895(NAD 83)
 GA0667_MARKER: DB = BENCH MARK DISK
 GA0667_SETTING: 66 = SET IN ROCK OUTCROP
 GA0667_SP_SET: SET IN ROCK OUTCROP
 GA0667_STAMPING: M 112 1935
 GA0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0667+STABILITY: POSITION/ELEVATION WELL
 GA0667
 GA0667  HISTORY     - Date     Condition        Report By
 GA0667  HISTORY     - 1935     MONUMENTED       CGS
 GA0667  HISTORY     - 1938     GOOD             TVA
 GA0667
 GA0667                          STATION DESCRIPTION
 GA0667
 GA0667'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0667'4.1 MI SE FROM ERNESTVILLE.
 GA0667'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0667'UNICOI COUNTY, ON THE PROPERTY OF THE CHEROKEE NATIONAL FOREST,
 GA0667'175 FEET SOUTHEAST OF A 25-FOOT FALL IN SPIVEY CREEK, AT A
 GA0667'10-FOOT FALL IN THE CREEK, 52 FEET SOUTHEAST OF A HIGHWAY CURVE
 GA0667'SIGN, 24.4 FEET NORTHWEST OF A 2-INCH LOCUST TREE, 21 FEET
 GA0667'SOUTHWEST OF THE HIGHWAY, 20 FEET NORTHEAST OF SPIVEY CREEK,
 GA0667'AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED
 GA0667'M 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0900 ***********************************************************************
 GA0900  DESIGNATION -  M 114
 GA0900  PID         -  GA0900
 GA0900  STATE/COUNTY-  TN/GREENE
 GA0900  USGS QUAD   -  CEDAR CREEK (1980)
 GA0900
 GA0900                         *CURRENT SURVEY CONTROL
 GA0900  ___________________________________________________________________
 GA0900* NAD 83(1986)-  36 02 49.     (N)    082 59 00.     (W)     SCALED    
 GA0900* NAVD 88     -       377.991  (meters)    1240.13   (feet)  ADJUSTED  
 GA0900  ___________________________________________________________________
 GA0900  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0900  DYNAMIC HT  -         377.630 (meters)    1238.94  (feet)  COMP
 GA0900  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 GA0900
 GA0900  VERT ORDER  -  SECOND    CLASS 0
 GA0900
 GA0900.The horizontal coordinates were scaled from a topographic map and have
 GA0900.an estimated accuracy of +/- 6 seconds.
 GA0900
 GA0900.The orthometric height was determined by differential leveling
 GA0900.and adjusted by the National Geodetic Survey in June 1991..
 GA0900
 GA0900.The geoid height was determined by GEOID03.
 GA0900
 GA0900.The dynamic height is computed by dividing the NAVD 88
 GA0900.geopotential number by the normal gravity value computed on the
 GA0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0900.degrees latitude (g = 980.6199 gals.).
 GA0900
 GA0900.The modeled gravity was interpolated from observed gravity values.
 GA0900
 GA0900;                    North         East    Units  Estimated Accuracy
 GA0900;SPC TN       -   194,310.      871,780.      MT  (+/- 180 meters Scaled)
 GA0900
 GA0900                          SUPERSEDED SURVEY CONTROL
 GA0900
 GA0900  NGVD 29 (??/??/92)  378.141  (m)         1240.62   (f) ADJ UNCH    2 0
 GA0900
 GA0900.Superseded values are not recommended for survey control.
 GA0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0900.See file dsdata.txt to determine how the superseded data were derived.
 GA0900
 GA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV213909(NAD 83)
 GA0900_MARKER: DB = BENCH MARK DISK
 GA0900_SETTING: 66 = SET IN ROCK OUTCROP
 GA0900_SP_SET: LIMESTONE OUTCROP
 GA0900_STAMPING: M 114 1935
 GA0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0900+STABILITY: POSITION/ELEVATION WELL
 GA0900
 GA0900  HISTORY     - Date     Condition        Report By
 GA0900  HISTORY     - 1935     MONUMENTED       CGS
 GA0900  HISTORY     - 1950     GOOD             TVA
 GA0900
 GA0900                          STATION DESCRIPTION
 GA0900
 GA0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0900'AT CANEY BRANCH.
 GA0900'AT CANEY BRANCH, GREENE COUNTY, AT THE JUNCTION OF U.S. HIGHWAY
 GA0900'411 AND THE WARRENSBURG HIGHWAY, 67 FEET EAST OF THE CENTERLINE
 GA0900'OF THE WARRENSBURG HIGHWAY, 69 FEET SOUTHEAST OF THE CENTERLINE
 GA0900'OF U.S. HIGHWAY 411, 17 FEET NORTHEAST OF THE LYNN RESIDENCE, 11.3
 GA0900'FEET SOUTHEAST OF A PUMP, ON THE TOP OF THE NORTHWEST END OF A
 GA0900'LIMESTONE OUTCROP, AND 10 FEET HIGHER THAN THE HIGHWAY.  A
 GA0900'STANDARD DISK, STAMPED M 114 1935.
 GA0900
 GA0900                          STATION RECOVERY (1950)
 GA0900
 GA0900'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0692 ***********************************************************************
 GA0692  DESIGNATION -  M 115
 GA0692  PID         -  GA0692
 GA0692  STATE/COUNTY-  TN/GREENE
 GA0692  USGS QUAD   -  GREYSTONE (1978)
 GA0692
 GA0692                         *CURRENT SURVEY CONTROL
 GA0692  ___________________________________________________________________
 GA0692* NAD 83(1986)-  36 06 01.     (N)    082 42 26.     (W)     SCALED    
 GA0692* NAVD 88     -       481.374  (meters)    1579.31   (feet)  ADJUSTED  
 GA0692  ___________________________________________________________________
 GA0692  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA0692  DYNAMIC HT  -         480.906 (meters)    1577.77  (feet)  COMP
 GA0692  MODELED GRAV-     979,646.9   (mgal)                       NAVD 88
 GA0692
 GA0692  VERT ORDER  -  SECOND    CLASS 0
 GA0692
 GA0692.The horizontal coordinates were scaled from a topographic map and have
 GA0692.an estimated accuracy of +/- 6 seconds.
 GA0692
 GA0692.The orthometric height was determined by differential leveling
 GA0692.and adjusted by the National Geodetic Survey in June 1991..
 GA0692
 GA0692.The geoid height was determined by GEOID03.
 GA0692
 GA0692.The dynamic height is computed by dividing the NAVD 88
 GA0692.geopotential number by the normal gravity value computed on the
 GA0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0692.degrees latitude (g = 980.6199 gals.).
 GA0692
 GA0692.The modeled gravity was interpolated from observed gravity values.
 GA0692
 GA0692;                    North         East    Units  Estimated Accuracy
 GA0692;SPC TN       -   201,030.      896,450.      MT  (+/- 180 meters Scaled)
 GA0692
 GA0692                          SUPERSEDED SURVEY CONTROL
 GA0692
 GA0692  NGVD 29 (??/??/92)  481.495  (m)         1579.70   (f) ADJ UNCH    2 0
 GA0692
 GA0692.Superseded values are not recommended for survey control.
 GA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0692.See file dsdata.txt to determine how the superseded data were derived.
 GA0692
 GA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV463964(NAD 83)
 GA0692_MARKER: DB = BENCH MARK DISK
 GA0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0692_STAMPING: M 115 1935
 GA0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0692+STABILITY: SURFACE MOTION
 GA0692
 GA0692  HISTORY     - Date     Condition        Report By
 GA0692  HISTORY     - 1935     MONUMENTED       CGS
 GA0692  HISTORY     - 1955     POOR             NGS
 GA0692
 GA0692                          STATION DESCRIPTION
 GA0692
 GA0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0692'6.1 MI SE FROM JONES BRIDGE.
 GA0692'2.3 MILES SOUTHEAST ALONG THE GREENEVILLE ROAD FROM THE SOUTH
 GA0692'END OF JONES BRIDGE OVER NOLICHUCKY RIVER, GREENE COUNTY, THENCE
 GA0692'3.8 MILES EAST ALONG A PAVED ROAD, 0.2 MILE SOUTHWEST OF A LOG
 GA0692'CHURCH, 90 YARDS SOUTH OF THE BRUCE HASLEY RESIDENCE, AT GREYSTONE
 GA0692'SCHOOL, 30 YARDS NORTH OF THE NORTH CORNER OF THE SCHOOL HOUSE,
 GA0692'43 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 27 FEET WEST
 GA0692'OF A 30-INCH WALNUT TREE, AND LEVEL WITH THE ROAD.  A STANDARD
 GA0692'DISK, STAMPED M 115 1935 AND SET IN THE TOP OF A CONCRETE POST
 GA0692'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1021 ***********************************************************************
 GA1021  DESIGNATION -  M 117
 GA1021  PID         -  GA1021
 GA1021  STATE/COUNTY-  TN/GREENE
 GA1021  USGS QUAD   -  DAVY CROCKETT LAKE (1978)
 GA1021
 GA1021                         *CURRENT SURVEY CONTROL
 GA1021  ___________________________________________________________________
 GA1021* NAD 83(1986)-  36 06 20.     (N)    082 50 14.     (W)     SCALED    
 GA1021* NAVD 88     -       419.164  (meters)    1375.21   (feet)  ADJUSTED  
 GA1021  ___________________________________________________________________
 GA1021  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1021  DYNAMIC HT  -         418.763 (meters)    1373.89  (feet)  COMP
 GA1021  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 GA1021
 GA1021  VERT ORDER  -  SECOND    CLASS 0
 GA1021
 GA1021.The horizontal coordinates were scaled from a topographic map and have
 GA1021.an estimated accuracy of +/- 6 seconds.
 GA1021
 GA1021.The orthometric height was determined by differential leveling
 GA1021.and adjusted by the National Geodetic Survey in June 1991..
 GA1021
 GA1021.The geoid height was determined by GEOID03.
 GA1021
 GA1021.The dynamic height is computed by dividing the NAVD 88
 GA1021.geopotential number by the normal gravity value computed on the
 GA1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1021.degrees latitude (g = 980.6199 gals.).
 GA1021
 GA1021.The modeled gravity was interpolated from observed gravity values.
 GA1021
 GA1021;                    North         East    Units  Estimated Accuracy
 GA1021;SPC TN       -   201,230.      884,730.      MT  (+/- 180 meters Scaled)
 GA1021
 GA1021                          SUPERSEDED SURVEY CONTROL
 GA1021
 GA1021  NGVD 29 (??/??/92)  419.285  (m)         1375.60   (f) ADJ UNCH    2 0
 GA1021
 GA1021.Superseded values are not recommended for survey control.
 GA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1021.See file dsdata.txt to determine how the superseded data were derived.
 GA1021
 GA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV346972(NAD 83)
 GA1021_MARKER: DB = BENCH MARK DISK
 GA1021_SETTING: 66 = SET IN ROCK OUTCROP
 GA1021_SP_SET: ROCK OUTCROP
 GA1021_STAMPING: M 117 1935
 GA1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1021+STABILITY: POSITION/ELEVATION WELL
 GA1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1021+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 GA1021
 GA1021  HISTORY     - Date     Condition        Report By
 GA1021  HISTORY     - 1935     MONUMENTED       CGS
 GA1021  HISTORY     - 1950     GOOD             TVA
 GA1021  HISTORY     - 20041214 GOOD             TVA
 GA1021
 GA1021                          STATION DESCRIPTION
 GA1021
 GA1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1021'1.7 MI N FROM DAVY CROCKETT LAKE.
 GA1021'1.7 MILES NORTH ALONG THE OLD ROUTE OF STATE HIGHWAY 70 FROM
 GA1021'BIRD BRIDGE AT DAVY CROCKETT LAKE, GREENE COUNTY, AT THE U.S.
 GA1021'TABACCO EXPERIMENTAL STATION, 800 FEET SOUTH OF THE CENTER OF THE
 GA1021'INTERSECTION OF A ROAD LEADING TO THE EXPERIMENTAL STATION
 GA1021'NORTHWEST, 120 YARDS WEST OF THE GRADY SAMS RESIDENCE, AT THE
 GA1021'BEN DAVIS RESIDENCE, 33 YARDS S.E. OF THE SOUTHEAST CORNER OF
 GA1021'THE HOUSE, 19 YARDS WEST OF THE CENTERLINE OF THE ROAD, 21 YARDS
 GA1021'SOUTHWEST OF A NORTHEAST FENCE CORNER, IN THE TOP OF A ROCK
 GA1021'OUTCROP, 4.5 YARDS SOUTHWEST OF A 6-INCH CEDAR TREE, 2 FEET LOWER
 GA1021'THAN THE ROAD, 155 FEET NORTHEAST OF CONCRETE WATER TANK AND 26
 GA1021'FEET SOUTHWEST OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA1021'M 117 1935.
 GA1021
 GA1021                          STATION RECOVERY (1950)
 GA1021
 GA1021'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA1021'RECOVERED IN GOOD CONDITION.
 GA1021
 GA1021                          STATION RECOVERY (2004)
 GA1021
 GA1021'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GA1021'UPDATED LAT N36 06 20.0  W082 50 13.7 WITH HANDHELD GARMIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1963 ***********************************************************************
 GA1963  DESIGNATION -  M 118
 GA1963  PID         -  GA1963
 GA1963  STATE/COUNTY-  TN/COCKE
 GA1963  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1963
 GA1963                         *CURRENT SURVEY CONTROL
 GA1963  ___________________________________________________________________
 GA1963* NAD 83(1986)-  36 02 03.     (N)    083 02 01.     (W)     SCALED    
 GA1963* NAVD 88     -       395.02   (+/-2cm)    1296.0    (feet)  VERTCON   
 GA1963  ___________________________________________________________________
 GA1963  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1963
 GA1963  VERT ORDER  -  ? (See Below)
 GA1963
 GA1963.The horizontal coordinates were scaled from a topographic map and have
 GA1963.an estimated accuracy of +/- 6 seconds.
 GA1963
 GA1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1963.The vertical order pertains to the NGVD 29 superseded value.
 GA1963
 GA1963.The geoid height was determined by GEOID03.
 GA1963
 GA1963;                    North         East    Units  Estimated Accuracy
 GA1963;SPC TN       -   192,760.      867,290.      MT  (+/- 180 meters Scaled)
 GA1963
 GA1963                          SUPERSEDED SURVEY CONTROL
 GA1963
 GA1963  NGVD 29 (??/??/92)  395.170  (m)         1296.49   (f) ADJ UNCH    ?  
 GA1963
 GA1963.Superseded values are not recommended for survey control.
 GA1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1963.See file dsdata.txt to determine how the superseded data were derived.
 GA1963
 GA1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV167896(NAD 83)
 GA1963_MARKER: DB = BENCH MARK DISK
 GA1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1963+STABILITY: SURFACE MOTION
 GA1963
 GA1963  HISTORY     - Date     Condition        Report By
 GA1963  HISTORY     - UNK      MONUMENTED       CGS
 GA1963  HISTORY     - 1937     GOOD             TVA
 GA1963
 GA1963                          STATION DESCRIPTION
 GA1963
 GA1963'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1963'11.2 MI NE FROM NEWPORT.
 GA1963'11.2 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, COCKE
 GA1963'COUNTY, 1 MILE NORTHEAST OF SALEM, AT THE GEORGE MONEYHAM
 GA1963'RESIDENCE, 23.4 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE,
 GA1963'25 FEET NORTHEAST OF CONCRETE WALK, 15.1 FEET SOUTHWEST OF A FENCE
 GA1963'CORNER, 6 FEET NORTHEAST OF A GROVE OF MAPLE TREES, 13 FEET
 GA1963'SOUTHEAST OF THE HIGHWAY, 2 FEET NORTHWEST OF A PICKET FENCE,
 GA1963'31.4 FEET NORTH-NORTHWEST OF RESIDENCE OF CONRAD NEASAND, LOCATED
 GA1963'IN FRONT YARD, 15 FEET SOUTHWEST OF NORTHWEST CORNER OF GARDEN
 GA1963'FENCE, 14 FEET SOUTHWEST OF SIGNPOST OF CEDAR ROW FARM AND 8 FEET
 GA1963'NORTH OF A 24 IN SILVER POPLAR TREE.  A STANDARD DISK, SET IN THE
 GA1963'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1954 ***********************************************************************
 GA1954  DESIGNATION -  M 119
 GA1954  PID         -  GA1954
 GA1954  STATE/COUNTY-  TN/COCKE
 GA1954  USGS QUAD   -  RANKIN (1980)
 GA1954
 GA1954                         *CURRENT SURVEY CONTROL
 GA1954  ___________________________________________________________________
 GA1954* NAD 83(1986)-  36 06 23.     (N)    083 09 48.     (W)     SCALED    
 GA1954* NAVD 88     -       331.502  (meters)    1087.60   (feet)  ADJUSTED  
 GA1954  ___________________________________________________________________
 GA1954  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA1954  DYNAMIC HT  -         331.193 (meters)    1086.59  (feet)  COMP
 GA1954  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 GA1954
 GA1954  VERT ORDER  -  SECOND    CLASS 0
 GA1954
 GA1954.The horizontal coordinates were scaled from a topographic map and have
 GA1954.an estimated accuracy of +/- 6 seconds.
 GA1954
 GA1954.The orthometric height was determined by differential leveling
 GA1954.and adjusted by the National Geodetic Survey in June 1991..
 GA1954
 GA1954.The geoid height was determined by GEOID03.
 GA1954
 GA1954.The dynamic height is computed by dividing the NAVD 88
 GA1954.geopotential number by the normal gravity value computed on the
 GA1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1954.degrees latitude (g = 980.6199 gals.).
 GA1954
 GA1954.The modeled gravity was interpolated from observed gravity values.
 GA1954
 GA1954;                    North         East    Units  Estimated Accuracy
 GA1954;SPC TN       -   200,420.      855,370.      MT  (+/- 180 meters Scaled)
 GA1954
 GA1954                          SUPERSEDED SURVEY CONTROL
 GA1954
 GA1954  NGVD 29 (??/??/92)  331.654  (m)         1088.10   (f) ADJ UNCH    2 0
 GA1954
 GA1954.Superseded values are not recommended for survey control.
 GA1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1954.See file dsdata.txt to determine how the superseded data were derived.
 GA1954
 GA1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV052979(NAD 83)
 GA1954_MARKER: DB = BENCH MARK DISK
 GA1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1954_STAMPING: M 119 1935
 GA1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1954+STABILITY: SURFACE MOTION
 GA1954
 GA1954  HISTORY     - Date     Condition        Report By
 GA1954  HISTORY     - 1935     MONUMENTED       CGS
 GA1954  HISTORY     - 1971     GOOD             TNDT
 GA1954
 GA1954                          STATION DESCRIPTION
 GA1954
 GA1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1954'6 MI NE FROM RANKIN.
 GA1954'6.0 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT RANKIN,
 GA1954'THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY 25 E, 76 YARDS NORTH
 GA1954'OF J.W. ACUFF HOME, 77 FEET SOUTHEAST OF THE CENTERLINE OF
 GA1954'ROAD INTERSECTION, 62 FEET SOUTHEAST OF A LARGE BARN, 74 FEET
 GA1954'SOUTH-SOUTHWEST OF A RED PUMP, 27 FEET SOUTHWEST OF POWER POLE,
 GA1954'AND 2.3 FEET SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  A STANDARD
 GA1954'DISK STAMPED, M 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1954
 GA1954                          STATION RECOVERY (1971)
 GA1954
 GA1954'RECOVERY NOTE BY TN DEPT OF TRANSP 1971
 GA1954'HWY 25 E NOW SR 160.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1109 ***********************************************************************
 FB1109  DESIGNATION -  M 121
 FB1109  PID         -  FB1109
 FB1109  STATE/COUNTY-  TN/COCKE
 FB1109  USGS QUAD   -  PAINT ROCK (1991)
 FB1109
 FB1109                         *CURRENT SURVEY CONTROL
 FB1109  ___________________________________________________________________
 FB1109* NAD 83(1986)-  35 56 03.     (N)    082 58 53.     (W)     SCALED    
 FB1109* NAVD 88     -       393.38   (+/-2cm)    1290.6    (feet)  VERTCON   
 FB1109  ___________________________________________________________________
 FB1109  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB1109
 FB1109  VERT ORDER  -  ? (See Below)
 FB1109
 FB1109.The horizontal coordinates were scaled from a topographic map and have
 FB1109.an estimated accuracy of +/- 6 seconds.
 FB1109
 FB1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1109.The vertical order pertains to the NGVD 29 superseded value.
 FB1109
 FB1109.The geoid height was determined by GEOID03.
 FB1109
 FB1109;                    North         East    Units  Estimated Accuracy
 FB1109;SPC TN       -   181,810.      872,340.      MT  (+/- 180 meters Scaled)
 FB1109
 FB1109                          SUPERSEDED SURVEY CONTROL
 FB1109
 FB1109  NGVD 29 (??/??/92)  393.515  (m)         1291.06   (f) ADJ UNCH    ?  
 FB1109
 FB1109.Superseded values are not recommended for survey control.
 FB1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1109.See file dsdata.txt to determine how the superseded data were derived.
 FB1109
 FB1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV212784(NAD 83)
 FB1109_MARKER: DB = BENCH MARK DISK
 FB1109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1109_SP_SET: BRIDGE
 FB1109_STAMPING: M 121 1935
 FB1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1109
 FB1109  HISTORY     - Date     Condition        Report By
 FB1109  HISTORY     - 1935     MONUMENTED       CGS
 FB1109  HISTORY     - 1955     GOOD             NGS
 FB1109
 FB1109                          STATION DESCRIPTION
 FB1109
 FB1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1109'2.9 MI NW FROM WOLF CREEK.
 FB1109'2.9 MILES NORTHWEST ALONG THE COVE CREEK ROAD FROM WOLF CREEK,
 FB1109'COCKE COUNTY, ON THE RIGHT BANK OF COVE CREEK, 93 FEET SOUTH OF A
 FB1109'FENCE CORNER, 42 FEET EAST OF A WIRE FENCE, 40.6 FEET NORTHEAST OF
 FB1109'A POLE, 28 FEET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A
 FB1109'CONCRETE BRIDGE OVER COVE CREEK, AT THE NEW (1938) COVE CREEK ROAD
 FB1109'BRIDGE, IN THE NORTH END OF THE EAST HEADWALL, AND 8 FEET EAST OF
 FB1109'THE ROAD.  A STANDARD DISK.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1339 ***********************************************************************
 FB1339  DESIGNATION -  M 122
 FB1339  PID         -  FB1339
 FB1339  STATE/COUNTY-  TN/COCKE
 FB1339  USGS QUAD   -  HARTFORD (1968)
 FB1339
 FB1339                         *CURRENT SURVEY CONTROL
 FB1339  ___________________________________________________________________
 FB1339* NAD 83(1986)-  35 47 38.     (N)    083 14 10.     (W)     SCALED    
 FB1339* NAVD 88     -       461.57   (+/-2cm)    1514.3    (feet)  VERTCON   
 FB1339  ___________________________________________________________________
 FB1339  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB1339
 FB1339  VERT ORDER  -  ? (See Below)
 FB1339
 FB1339.The horizontal coordinates were scaled from a topographic map and have
 FB1339.an estimated accuracy of +/- 6 seconds.
 FB1339
 FB1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1339.The vertical order pertains to the NGVD 29 superseded value.
 FB1339
 FB1339.The geoid height was determined by GEOID03.
 FB1339
 FB1339;                    North         East    Units  Estimated Accuracy
 FB1339;SPC TN       -   165,580.      849,800.      MT  (+/- 180 meters Scaled)
 FB1339
 FB1339                          SUPERSEDED SURVEY CONTROL
 FB1339
 FB1339  NGVD 29 (??/??/92)  461.702  (m)         1514.77   (f) ADJ UNCH    ?  
 FB1339
 FB1339.Superseded values are not recommended for survey control.
 FB1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1339.See file dsdata.txt to determine how the superseded data were derived.
 FB1339
 FB1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV979633(NAD 83)
 FB1339_MARKER: DB = BENCH MARK DISK
 FB1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1339_STAMPING: M 122 1935
 FB1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1339+STABILITY: SURFACE MOTION
 FB1339
 FB1339  HISTORY     - Date     Condition        Report By
 FB1339  HISTORY     - 1935     MONUMENTED       CGS
 FB1339  HISTORY     - 1949     GOOD             NGS
 FB1339
 FB1339                          STATION DESCRIPTION
 FB1339
 FB1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1339'2.2 MI SE FROM COSBY.
 FB1339'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM COSBY, COCKE
 FB1339'COUNTY, 0.6 MILE SOUTHEAST OF LIBERTY SCHOOL, 400 FEET SOUTHEAST
 FB1339'OF WILLIS WEBB ESSO STATION AND STORE, 125 FEET SOUTHWEST OF
 FB1339'COSBY CREEK, 122 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION
 FB1339'OF STATE HIGHWAY 75 AND NEW GATLINBURG HIGHWAY, 64 FEET SOUTHWEST
 FB1339'OF A RIGHT-OF-WAY MARKER ON THE NORTHEAST SIDE OF THE HIGHWAY,
 FB1339'52.3 FEET NORTHEAST OF A POWERLINE POLE MARKED WITH NAIL AND
 FB1339'BOTTLE CAP, 17.5 FEET SOUTHEAST OF A FENCE CORNER, 21 FEET
 FB1339'SOUTHWEST OF THE HIGHWAY, 2 FEET NORTHEAST OF A WIRE FENCE, AND
 FB1339'1.6 FEET NORTHEAST OF A STEEL POST WITH A CONTROL MARKER SIGN.
 FB1339'A STANDARD DISK, STAMPED M 122 1935 AND SET IN THE TOP OF A CONCRETE
 FB1339'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0484 ***********************************************************************
 GA0484  DESIGNATION -  M 123
 GA0484  PID         -  GA0484
 GA0484  STATE/COUNTY-  TN/SULLIVAN
 GA0484  USGS QUAD   -  BLUFF CITY (1968)
 GA0484
 GA0484                         *CURRENT SURVEY CONTROL
 GA0484  ___________________________________________________________________
 GA0484* NAD 83(1986)-  36 24 50.     (N)    082 19 51.     (W)     SCALED    
 GA0484* NAVD 88     -       476.310  (meters)    1562.69   (feet)  POSTED    
 GA0484  ___________________________________________________________________
 GA0484  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0484  DYNAMIC HT  -         475.870 (meters)    1561.25  (feet)  COMP
 GA0484  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 GA0484
 GA0484  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GA0484
 GA0484.The horizontal coordinates were scaled from a topographic map and have
 GA0484.an estimated accuracy of +/- 6 seconds.
 GA0484
 GA0484.The orthometric height was determined by differential leveling
 GA0484.and adjusted by the National Geodetic Survey in 1992..
 GA0484.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GA0484.rate of 2.1 thru 3.0 mm/km.
 GA0484
 GA0484.The geoid height was determined by GEOID03.
 GA0484
 GA0484.The dynamic height is computed by dividing the NAVD 88
 GA0484.geopotential number by the normal gravity value computed on the
 GA0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0484.degrees latitude (g = 980.6199 gals.).
 GA0484
 GA0484.The modeled gravity was interpolated from observed gravity values.
 GA0484
 GA0484;                    North         East    Units  Estimated Accuracy
 GA0484;SPC TN       -   237,010.      929,010.      MT  (+/- 180 meters Scaled)
 GA0484
 GA0484                          SUPERSEDED SURVEY CONTROL
 GA0484
 GA0484  NGVD 29 (??/??/92)  476.454  (m)         1563.17   (f) ADJ UNCH    2 0
 GA0484
 GA0484.Superseded values are not recommended for survey control.
 GA0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0484.See file dsdata.txt to determine how the superseded data were derived.
 GA0484
 GA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA806306(NAD 83)
 GA0484_MARKER: DB = BENCH MARK DISK
 GA0484_SETTING: 0 = UNSPECIFIED SETTING
 GA0484_STAMPING: M 123 1935
 GA0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0484
 GA0484  HISTORY     - Date     Condition        Report By
 GA0484  HISTORY     - 1934     MONUMENTED       CGS
 GA0484  HISTORY     - 1960     GOOD             TVA
 GA0484  HISTORY     - 1984     MARK NOT FOUND   NGS
 GA0484
 GA0484                          STATION DESCRIPTION
 GA0484
 GA0484'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0484'9 MI NE FROM JOHNSON CITY.
 GA0484'IN SULLIVAN COUNTY, 8.1 MILES NORTHWEST ALONG SIDE OF U.S.
 GA0484'HIGHWAY 11 E, FROM THE SOUTHERN RAILWAY STATION AT JOHNSON CITY,
 GA0484'WASHINGTON COUNTY, 0.5 MILE NORTH OF ROCKY MOUNT, 1.15 MILES
 GA0484'SOUTHWEST OF A CROSSROAD AT TRIVETTS ESSO STATION, (PINEY FLATS)
 GA0484'AND IN FRONT OF JAMES OLIVERS RESIDENCE, 8 FEET NORTHEAST OF THE
 GA0484'CENTERLINE OF OLIVERS DRIVEWAY, 28 FEET NORTHWEST OF CENTERLINE OF
 GA0484'HIGHWAY 11 E, 26.2 FEET WEST OF A 12 INCH POPLAR TREE, 5.3 FEET
 GA0484'SOUTH OF A STEEL WITNESS POST.  A STANDARD DISK, STAMPED M 123 1935.
 GA0484
 GA0484                          STATION RECOVERY (1984)
 GA0484
 GA0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2051 ***********************************************************************
 FB2051  DESIGNATION -  M 127
 FB2051  PID         -  FB2051
 FB2051  STATE/COUNTY-  TN/SEVIER
 FB2051  USGS QUAD   -  GATLINBURG (1979)
 FB2051
 FB2051                         *CURRENT SURVEY CONTROL
 FB2051  ___________________________________________________________________
 FB2051* NAD 83(1986)-  35 42 28.     (N)    083 32 42.     (W)     SCALED    
 FB2051* NAVD 88     -       452.84   (+/-2cm)    1485.7    (feet)  VERTCON   
 FB2051  ___________________________________________________________________
 FB2051  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 FB2051
 FB2051  VERT ORDER  -  ? (See Below)
 FB2051
 FB2051.The horizontal coordinates were scaled from a topographic map and have
 FB2051.an estimated accuracy of +/- 6 seconds.
 FB2051
 FB2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2051.The vertical order pertains to the NGVD 29 superseded value.
 FB2051
 FB2051.The geoid height was determined by GEOID03.
 FB2051
 FB2051;                    North         East    Units  Estimated Accuracy
 FB2051;SPC TN       -   155,280.      822,130.      MT  (+/- 180 meters Scaled)
 FB2051
 FB2051                          SUPERSEDED SURVEY CONTROL
 FB2051
 FB2051  NGVD 29 (??/??/92)  452.942  (m)         1486.03   (f) ADJ UNCH    ?  
 FB2051
 FB2051.Superseded values are not recommended for survey control.
 FB2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2051.See file dsdata.txt to determine how the superseded data were derived.
 FB2051
 FB2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV697545(NAD 83)
 FB2051_MARKER: DB = BENCH MARK DISK
 FB2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2051_STAMPING: M 127 1935
 FB2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2051+STABILITY: SURFACE MOTION
 FB2051
 FB2051  HISTORY     - Date     Condition        Report By
 FB2051  HISTORY     - 1935     MONUMENTED       CGS
 FB2051  HISTORY     - 1940     GOOD             NGS
 FB2051  HISTORY     - 1970     GOOD             TNDT
 FB2051
 FB2051                          STATION DESCRIPTION
 FB2051
 FB2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB2051'2.9 MI SW FROM HATCHERTOWN.
 FB2051'2.9 MILES SOUTHWEST (AIR LINE) FROM HATCHERTOWN, SEVIER COUNTY,
 FB2051'ON THE WEAR VALLEY ROAD, 110 FEET NORTHEAST OF A LOG HOUSE, 160
 FB2051'FEET NORTHWEST OF A BARN, 40 FEET SOUTHWEST OF A T-ROAD LEADING
 FB2051'NORTHWEST, OPPOSITE A CAR RAMP, 16 FEET NORTHEAST OF A GULF
 FB2051'SIGNPOST, 18 FEET NORTHWEST OF THE ROAD, AND 8.8 FEET SOUTH OF
 FB2051'THE SOUTHWEST CORNER OF THE TARWATER STORE.  A STANDARD DISK,
 FB2051'STAMPED M 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB2051
 FB2051                          STATION RECOVERY (1970)
 FB2051
 FB2051'RECOVERY NOTE BY TN DEPT OF TRANSP 1970
 FB2051'IN A SMALL FLOWER BED NEAR SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1753 ***********************************************************************
 GA1753  DESIGNATION -  M 128
 GA1753  PID         -  GA1753
 GA1753  STATE/COUNTY-  TN/COCKE
 GA1753  USGS QUAD   -  RANKIN (1980)
 GA1753
 GA1753                         *CURRENT SURVEY CONTROL
 GA1753  ___________________________________________________________________
 GA1753* NAD 83(1986)-  36 03 05.     (N)    083 12 49.     (W)     SCALED    
 GA1753* NAVD 88     -       303.803  (meters)     996.73   (feet)  ADJUSTED  
 GA1753  ___________________________________________________________________
 GA1753  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1753  DYNAMIC HT  -         303.519 (meters)     995.80  (feet)  COMP
 GA1753  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 GA1753
 GA1753  VERT ORDER  -  FIRST     CLASS II
 GA1753
 GA1753.The horizontal coordinates were scaled from a topographic map and have
 GA1753.an estimated accuracy of +/- 6 seconds.
 GA1753
 GA1753.The orthometric height was determined by differential leveling
 GA1753.and adjusted by the National Geodetic Survey in June 1991..
 GA1753
 GA1753.The geoid height was determined by GEOID03.
 GA1753
 GA1753.The dynamic height is computed by dividing the NAVD 88
 GA1753.geopotential number by the normal gravity value computed on the
 GA1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1753.degrees latitude (g = 980.6199 gals.).
 GA1753
 GA1753.The modeled gravity was interpolated from observed gravity values.
 GA1753
 GA1753;                    North         East    Units  Estimated Accuracy
 GA1753;SPC TN       -   194,190.      851,020.      MT  (+/- 180 meters Scaled)
 GA1753
 GA1753                          SUPERSEDED SURVEY CONTROL
 GA1753
 GA1753  NGVD 29 (??/??/92)  303.951  (m)          997.21   (f) ADJ UNCH    1 2
 GA1753
 GA1753.Superseded values are not recommended for survey control.
 GA1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1753.See file dsdata.txt to determine how the superseded data were derived.
 GA1753
 GA1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV006919(NAD 83)
 GA1753_MARKER: DB = BENCH MARK DISK
 GA1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1753_STAMPING: M 128 1935
 GA1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1753+STABILITY: SURFACE MOTION
 GA1753
 GA1753  HISTORY     - Date     Condition        Report By
 GA1753  HISTORY     - 1935     MONUMENTED       CGS
 GA1753
 GA1753                          STATION DESCRIPTION
 GA1753
 GA1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1753'6 MI SE FROM WHITE PINE.
 GA1753'6.0 MILES SE OF WHITE PINE STATION BY RAIL.  ALONG ASHEVILLE
 GA1753'TO KNOXVILLE BRANCH OF SOUTHERN RAILWAY, 6 RAILS WEST OF
 GA1753'MILEPOST 213, 1 RAIL SOUTHEAST OF CONCRETE CULVERT, 6 YARDS
 GA1753'SOUTH OF SOUTH RAIL, 3 FEET NORTH OF TELEGRAPH POLE, 6 INCHES
 GA1753'BELOW TOP OF RAIL, SET ON TOP OF POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1754 ***********************************************************************
 GA1754  DESIGNATION -  M 128 RESET
 GA1754  PID         -  GA1754
 GA1754  STATE/COUNTY-  TN/COCKE
 GA1754  USGS QUAD   -  RANKIN (1980)
 GA1754
 GA1754                         *CURRENT SURVEY CONTROL
 GA1754  ___________________________________________________________________
 GA1754* NAD 83(1986)-  36 03 07.     (N)    083 12 53.     (W)     SCALED    
 GA1754* NAVD 88     -       311.706  (meters)    1022.66   (feet)  ADJUSTED  
 GA1754  ___________________________________________________________________
 GA1754  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GA1754  DYNAMIC HT  -         311.415 (meters)    1021.70  (feet)  COMP
 GA1754  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 GA1754
 GA1754  VERT ORDER  -  FIRST     CLASS I
 GA1754
 GA1754.The horizontal coordinates were scaled from a topographic map and have
 GA1754.an estimated accuracy of +/- 6 seconds.
 GA1754
 GA1754.The orthometric height was determined by differential leveling
 GA1754.and adjusted by the National Geodetic Survey in June 1991..
 GA1754
 GA1754.The geoid height was determined by GEOID03.
 GA1754
 GA1754.The dynamic height is computed by dividing the NAVD 88
 GA1754.geopotential number by the normal gravity value computed on the
 GA1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1754.degrees latitude (g = 980.6199 gals.).
 GA1754
 GA1754.The modeled gravity was interpolated from observed gravity values.
 GA1754
 GA1754;                    North         East    Units  Estimated Accuracy
 GA1754;SPC TN       -   194,250.      850,920.      MT  (+/- 180 meters Scaled)
 GA1754
 GA1754                          SUPERSEDED SURVEY CONTROL
 GA1754
 GA1754  NGVD 29 (??/??/92)  311.849  (m)         1023.12   (f) ADJ UNCH    1 1
 GA1754
 GA1754.Superseded values are not recommended for survey control.
 GA1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1754.See file dsdata.txt to determine how the superseded data were derived.
 GA1754
 GA1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV005919(NAD 83)
 GA1754_MARKER: DB = BENCH MARK DISK
 GA1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1754_STAMPING: M 128 RESET 1942
 GA1754_MARK LOGO: CGS   
 GA1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1754+STABILITY: SURFACE MOTION
 GA1754
 GA1754  HISTORY     - Date     Condition        Report By
 GA1754  HISTORY     - 1942     MONUMENTED       TVA
 GA1754  HISTORY     - 1967     GOOD             NGS
 GA1754
 GA1754                          STATION DESCRIPTION
 GA1754
 GA1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1754'6.2 MI SE FROM WHITE PINE.
 GA1754'ABOUT 6.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1754'RAILROAD FROM THE POST OFFICE AT WHITE PINE, OR ABOUT 6.55
 GA1754'MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1754'FROM THE STATION AT NEWPORT, 1 1/2 POLES NORTHWEST OF MILEPOST
 GA1754'213, 108 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 GA1754'90 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 175 FEET
 GA1754'SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE BUILDING WHICH
 GA1754'HOUSES HILLS GROCERY STORE AND A CITGO SERVICE STATION, 60 FEET
 GA1754'SOUTH OF THE CENTERLINE OF A CREEK, 67 FEET NORTHEAST OF POWER
 GA1754'POLE NUMBER 154 WHICH IS BRACED BY 3 GUY WIRES, 5.8 FEET
 GA1754'WEST OF A METAL WITNESS POST, ABOUT 18 FEET ABOVE THE LEVEL
 GA1754'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 GA1754'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0777 ***********************************************************************
 GD0777  DESIGNATION -  M 13
 GD0777  PID         -  GD0777
 GD0777  STATE/COUNTY-  TN/OBION
 GD0777  USGS QUAD   -  OBION (1983)
 GD0777
 GD0777                         *CURRENT SURVEY CONTROL
 GD0777  ___________________________________________________________________
 GD0777* NAD 83(1986)-  36 20 11.     (N)    089 12 23.     (W)     SCALED    
 GD0777* NAVD 88     -       109.019  (meters)     357.67   (feet)  ADJUSTED  
 GD0777  ___________________________________________________________________
 GD0777  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0777  DYNAMIC HT  -         108.929 (meters)     357.38  (feet)  COMP
 GD0777  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 GD0777
 GD0777  VERT ORDER  -  SECOND    CLASS 0
 GD0777
 GD0777.The horizontal coordinates were scaled from a topographic map and have
 GD0777.an estimated accuracy of +/- 6 seconds.
 GD0777
 GD0777.The orthometric height was determined by differential leveling
 GD0777.and adjusted by the National Geodetic Survey in June 1991..
 GD0777
 GD0777.The geoid height was determined by GEOID03.
 GD0777
 GD0777.The dynamic height is computed by dividing the NAVD 88
 GD0777.geopotential number by the normal gravity value computed on the
 GD0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0777.degrees latitude (g = 980.6199 gals.).
 GD0777
 GD0777.The modeled gravity was interpolated from observed gravity values.
 GD0777
 GD0777;                    North         East    Units  Estimated Accuracy
 GD0777;SPC TN       -   226,960.      312,190.      MT  (+/- 180 meters Scaled)
 GD0777
 GD0777                          SUPERSEDED SURVEY CONTROL
 GD0777
 GD0777  NGVD 29 (??/??/??)  108.982  (m)          357.55   (f) ADJUSTED    2 0
 GD0777
 GD0777.Superseded values are not recommended for survey control.
 GD0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0777.See file dsdata.txt to determine how the superseded data were derived.
 GD0777
 GD0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF019235(NAD 83)
 GD0777_MARKER: DB = BENCH MARK DISK
 GD0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0777_SP_SET: BRIDGE
 GD0777_STAMPING: M 13 1935
 GD0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0777
 GD0777  HISTORY     - Date     Condition        Report By
 GD0777  HISTORY     - 1935     MONUMENTED       CGS
 GD0777  HISTORY     - 1967     GOOD             CGS
 GD0777  HISTORY     - 20020729 POOR             USACE
 GD0777
 GD0777                          STATION DESCRIPTION
 GD0777
 GD0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0777'2.4 MI W FROM TROY.
 GD0777'2.4 MILES WEST ALONG STATE HIGHWAY 21 FROM TROY, OBION COUNTY, AT
 GD0777'A CONCRETE BRIDGE, AND IN THE TOP OF THE WEST END OF THE CONCRETE
 GD0777'BASE OF THE NORTH RAIL.  A STANDARD DISK, STAMPED M 13 1935.
 GD0777
 GD0777                          STATION RECOVERY (1967)
 GD0777
 GD0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0777'RECOVERED IN GOOD CONDITION.
 GD0777
 GD0777                          STATION RECOVERY (2002)
 GD0777
 GD0777'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0777'BRIDGE REPLACED APPROX. 5 YRS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2247 ***********************************************************************
 GA2247  DESIGNATION -  M 130
 GA2247  PID         -  GA2247
 GA2247  STATE/COUNTY-  TN/KNOX
 GA2247  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2247
 GA2247                         *CURRENT SURVEY CONTROL
 GA2247  ___________________________________________________________________
 GA2247* NAD 83(1986)-  36 00 10.     (N)    083 53 13.     (W)     SCALED    
 GA2247* NAVD 88     -       287.665  (meters)     943.78   (feet)  POSTED    
 GA2247  ___________________________________________________________________
 GA2247  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2247  DYNAMIC HT  -         287.400 (meters)     942.91  (feet)  COMP
 GA2247  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GA2247
 GA2247  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA2247
 GA2247.The horizontal coordinates were scaled from a topographic map and have
 GA2247.an estimated accuracy of +/- 6 seconds.
 GA2247
 GA2247.The orthometric height was determined by differential leveling
 GA2247.and adjusted by the National Geodetic Survey in 1992..
 GA2247.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA2247.rate of 0.0 thru 1.0 mm/km.
 GA2247
 GA2247.The geoid height was determined by GEOID03.
 GA2247
 GA2247.The dynamic height is computed by dividing the NAVD 88
 GA2247.geopotential number by the normal gravity value computed on the
 GA2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2247.degrees latitude (g = 980.6199 gals.).
 GA2247
 GA2247.The modeled gravity was interpolated from observed gravity values.
 GA2247
 GA2247;                    North         East    Units  Estimated Accuracy
 GA2247;SPC TN       -   187,280.      790,490.      MT  (+/- 180 meters Scaled)
 GA2247
 GA2247                          SUPERSEDED SURVEY CONTROL
 GA2247
 GA2247  NGVD 29 (??/??/92)  287.793  (m)          944.20   (f) ADJ UNCH    1 2
 GA2247
 GA2247.Superseded values are not recommended for survey control.
 GA2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2247.See file dsdata.txt to determine how the superseded data were derived.
 GA2247
 GA2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV397881(NAD 83)
 GA2247_MARKER: DB = BENCH MARK DISK
 GA2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2247_STAMPING: M 130 1936
 GA2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2247+STABILITY: SURFACE MOTION
 GA2247
 GA2247  HISTORY     - Date     Condition        Report By
 GA2247  HISTORY     - 1936     MONUMENTED       CGS
 GA2247  HISTORY     - 1950     MARK NOT FOUND   NGS
 GA2247  HISTORY     - 1967     MARK NOT FOUND   NGS
 GA2247  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2247
 GA2247                          STATION DESCRIPTION
 GA2247
 GA2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2247'3.3 MI NE FROM KNOXVILLE.
 GA2247'3.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2247'AT KNOXVILLE, KNOX COUNTY, 35 RAILS SOUTHWEST OF MILEPOST 127,
 GA2247'5 RAILS NORTHEAST OF THE CENTER OF A ROAD CROSSING, 94.2 FEET
 GA2247'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BURLINGTON COAL AND
 GA2247'COKE CO. BUILDING, ON A SODDED BANK, 30.5 FEET SOUTHEAST OF
 GA2247'THE SOUTHEAST RAIL, AND ABOUT 3-1/2 FEET HIGHER THAN THE TOP
 GA2247'OF THE RAIL.  A STANDARD DISK, STAMPED M 130 1936 AND SET IN
 GA2247'A CONCRETE POST.  NOTE-- THIS MARK WAS SEARCHED FOR BUT NOT
 GA2247'RECOVERED (1961).  A LOCAL MAN SAID A BLADE HAD SCRAPED THE BANK
 GA2247'OFF SOME TIME BACK AND HAD DESTROYED THE MARK.  THIS IS PROBABLY
 GA2247'WHAT HAPPENED AS NO SIGN OF THE MARK COULD BE FOUND.
 GA2247
 GA2247                          STATION RECOVERY (1967)
 GA2247
 GA2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GA2247'MARK NOT FOUND.
 GA2247
 GA2247                          STATION RECOVERY (1982)
 GA2247
 GA2247'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0175 ***********************************************************************
 FC0175  DESIGNATION -  M 132
 FC0175  PID         -  FC0175
 FC0175  STATE/COUNTY-  TN/BLOUNT
 FC0175  USGS QUAD   -  BINFIELD (1990)
 FC0175
 FC0175                         *CURRENT SURVEY CONTROL
 FC0175  ___________________________________________________________________
 FC0175* NAD 83(1986)-  35 38 13.     (N)    084 00 20.     (W)     SCALED    
 FC0175* NAVD 88     -       308.16   (+/-2cm)    1011.0    (feet)  VERTCON   
 FC0175  ___________________________________________________________________
 FC0175  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0175
 FC0175  VERT ORDER  -  ? (See Below)
 FC0175
 FC0175.The horizontal coordinates were scaled from a topographic map and have
 FC0175.an estimated accuracy of +/- 6 seconds.
 FC0175
 FC0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0175.The vertical order pertains to the NGVD 29 superseded value.
 FC0175
 FC0175.The geoid height was determined by GEOID03.
 FC0175
 FC0175;                    North         East    Units  Estimated Accuracy
 FC0175;SPC TN       -   146,480.      780,630.      MT  (+/- 180 meters Scaled)
 FC0175
 FC0175                          SUPERSEDED SURVEY CONTROL
 FC0175
 FC0175  NGVD 29 (??/??/92)  308.270  (m)         1011.38   (f) ADJ UNCH    ?  
 FC0175
 FC0175.Superseded values are not recommended for survey control.
 FC0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0175.See file dsdata.txt to determine how the superseded data were derived.
 FC0175
 FC0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE711478(NAD 83)
 FC0175_MARKER: DB = BENCH MARK DISK
 FC0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0175_STAMPING: M 132 1935
 FC0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0175+STABILITY: SURFACE MOTION
 FC0175
 FC0175  HISTORY     - Date     Condition        Report By
 FC0175  HISTORY     - 1935     MONUMENTED       CGS
 FC0175  HISTORY     - 1961     GOOD             NGS
 FC0175
 FC0175                          STATION DESCRIPTION
 FC0175
 FC0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FC0175'3.2 MI SW FROM SIXMILE.
 FC0175'3.2 MILES SOUTHWEST OF SIXMILE, BLOUNT COUNTY, 2.7 MILES NORTHEAST
 FC0175'ALONG THE SIXMILE ROAD FROM KAGLEY CHAPEL, AT THE TOP OF A HILL,
 FC0175'IN THE YARD OF THE L.C. CLARK HOUSE, 44.6 FEET SOUTHWEST OF THE
 FC0175'SOUTHEAST CORNER OF THE HOUSE, 40.1 FEET NORTHWEST OF A 12-INCH
 FC0175'SPRUCE TREE, 23.4 FEET SOUTHEAST OF AN 11-INCH OAK TREE, 20 FEET
 FC0175'NORTH OF THE CENTERLINE OF THE ROAD, AND AT A FENCE.  A STANDARD
 FC0175'DISK, STAMPED M 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FC0175'NOTE-- ROAD HAS BEEN CHANGED REMOVING THE SPRUCE TREE.  THE
 FC0175'STATION IS NOW 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 FC0175
 FC0175                          STATION RECOVERY (1961)
 FC0175
 FC0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FC0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0727 ***********************************************************************
 FC0727  DESIGNATION -  M 133
 FC0727  PID         -  FC0727
 FC0727  STATE/COUNTY-  TN/ROANE
 FC0727  USGS QUAD   -  HARRIMAN (1980)
 FC0727
 FC0727                         *CURRENT SURVEY CONTROL
 FC0727  ___________________________________________________________________
 FC0727* NAD 83(1986)-  35 52 47.     (N)    084 33 51.     (W)     SCALED    
 FC0727* NAVD 88     -       251.286  (meters)     824.43   (feet)  ADJUSTED  
 FC0727  ___________________________________________________________________
 FC0727  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FC0727  DYNAMIC HT  -         251.052 (meters)     823.66  (feet)  COMP
 FC0727  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 FC0727
 FC0727  VERT ORDER  -  SECOND    CLASS 0
 FC0727
 FC0727.The horizontal coordinates were scaled from a topographic map and have
 FC0727.an estimated accuracy of +/- 6 seconds.
 FC0727
 FC0727.The orthometric height was determined by differential leveling
 FC0727.and adjusted by the National Geodetic Survey in June 1991..
 FC0727
 FC0727.The geoid height was determined by GEOID03.
 FC0727
 FC0727.The dynamic height is computed by dividing the NAVD 88
 FC0727.geopotential number by the normal gravity value computed on the
 FC0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0727.degrees latitude (g = 980.6199 gals.).
 FC0727
 FC0727.The modeled gravity was interpolated from observed gravity values.
 FC0727
 FC0727;                    North         East    Units  Estimated Accuracy
 FC0727;SPC TN       -   172,520.      729,650.      MT  (+/- 180 meters Scaled)
 FC0727
 FC0727                          SUPERSEDED SURVEY CONTROL
 FC0727
 FC0727  NGVD 29 (??/??/92)  251.397  (m)          824.79   (f) ADJ UNCH    2 0
 FC0727
 FC0727.Superseded values are not recommended for survey control.
 FC0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0727.See file dsdata.txt to determine how the superseded data were derived.
 FC0727
 FC0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE198733(NAD 83)
 FC0727_MARKER: DD = SURVEY DISK
 FC0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0727_STAMPING: M 133 1936
 FC0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0727+STABILITY: SURFACE MOTION
 FC0727
 FC0727  HISTORY     - Date     Condition        Report By
 FC0727  HISTORY     - 1936     MONUMENTED       TVA
 FC0727  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0727  HISTORY     - 1968     MARK NOT FOUND   TVA
 FC0727
 FC0727                          STATION DESCRIPTION
 FC0727
 FC0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0727'4.8 MI S FROM HARRIMAN.
 FC0727'NOT RECOVERED - IT WAS REPORTED AT THIS TIME THAT THE MARK WAS
 FC0727'PROBABLY DESTROYED BY ROAD CONSTRUCTION.  4.8 MILES SOUTH ALONG
 FC0727'U.S. HIGHWAY 27 FROM THE CITY HALL AT HARRIMAN, ROANE COUNTY,
 FC0727'AT THE JUNCTION WITH U.S. HIGHWAY 70, OPPOSITE A SHELLEY SERVICE
 FC0727'STATION, 50 FEET NORTHEAST OF A TRUWAY STATION, 30 FEET NORTH OF
 FC0727'THE CENTERLINE OF THE U.S. HIGHWAY 70, AND BETWEEN TWO SIGNBOARDS.
 FC0727'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED M 133 1936
 FC0727'AND SET IN THE TOP OF A CONCRETE POST.
 FC0727
 FC0727                          STATION RECOVERY (1968)
 FC0727
 FC0727'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1968
 FC0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0804 ***********************************************************************
 FE0804  DESIGNATION -  M 14
 FE0804  PID         -  FE0804
 FE0804  STATE/COUNTY-  TN/GIBSON
 FE0804  USGS QUAD   -  TRENTON (1981)
 FE0804
 FE0804                         *CURRENT SURVEY CONTROL
 FE0804  ___________________________________________________________________
 FE0804* NAD 83(1986)-  35 54 46.     (N)    088 56 21.     (W)     SCALED    
 FE0804* NAVD 88     -       110.770  (meters)     363.42   (feet)  ADJUSTED  
 FE0804  ___________________________________________________________________
 FE0804  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0804  DYNAMIC HT  -         110.675 (meters)     363.11  (feet)  COMP
 FE0804  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 FE0804
 FE0804  VERT ORDER  -  SECOND    CLASS 0
 FE0804
 FE0804.The horizontal coordinates were scaled from a topographic map and have
 FE0804.an estimated accuracy of +/- 6 seconds.
 FE0804
 FE0804.The orthometric height was determined by differential leveling
 FE0804.and adjusted by the National Geodetic Survey in June 1991..
 FE0804
 FE0804.The geoid height was determined by GEOID03.
 FE0804
 FE0804.The dynamic height is computed by dividing the NAVD 88
 FE0804.geopotential number by the normal gravity value computed on the
 FE0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0804.degrees latitude (g = 980.6199 gals.).
 FE0804
 FE0804.The modeled gravity was interpolated from observed gravity values.
 FE0804
 FE0804;                    North         East    Units  Estimated Accuracy
 FE0804;SPC TN       -   179,220.      334,760.      MT  (+/- 180 meters Scaled)
 FE0804
 FE0804                          SUPERSEDED SURVEY CONTROL
 FE0804
 FE0804  NGVD 29 (??/??/??)  110.808  (m)          363.54   (f) ADJUSTED    2 0
 FE0804
 FE0804.Superseded values are not recommended for survey control.
 FE0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0804.See file dsdata.txt to determine how the superseded data were derived.
 FE0804
 FE0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE250760(NAD 83)
 FE0804_MARKER: DB = BENCH MARK DISK
 FE0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0804_STAMPING: M 14 1935
 FE0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0804+STABILITY: SURFACE MOTION
 FE0804
 FE0804  HISTORY     - Date     Condition        Report By
 FE0804  HISTORY     - 1935     MONUMENTED       CGS
 FE0804  HISTORY     - 20020912 POOR             USACE
 FE0804
 FE0804                          STATION DESCRIPTION
 FE0804
 FE0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0804'1.4 MI N FROM FRUITLAND.
 FE0804'1.4 MILES NORTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 FE0804'STATION AT FRUITLAND, GIBSON COUNTY, AT MILEAGE 409.35, 3 RAILS
 FE0804'NORTH OF THE CENTER OF A DIRT-ROAD CROSSING, 42 FEET EAST OF THE
 FE0804'CENTERLINE OF THE TRACK, AND 8 FEET WEST OF THE RIGHT-OF-WAY
 FE0804'FENCE.  A STANDARD DISK, STAMPED M 14 1935 AND SET IN THE TOP
 FE0804'OF A CONCRETE POST.
 FE0804
 FE0804                          STATION RECOVERY (2002)
 FE0804
 FE0804'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0804'MARK DESTROYED. FOUND CONCRETE POST PULLED OUT OF GROUND, BROKEN AT
 FE0804'EACH END. FOUND PIECE OF CONCRETE WITH HOLE AND IMPRESSION OF DISK
 FE0804'NEAR POST. DISK GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0818 ***********************************************************************
 GD0818  DESIGNATION -  M 151
 GD0818  PID         -  GD0818
 GD0818  STATE/COUNTY-  TN/DYER
 GD0818  USGS QUAD   -  DYERSBURG (1983)
 GD0818
 GD0818                         *CURRENT SURVEY CONTROL
 GD0818  ___________________________________________________________________
 GD0818* NAD 83(1986)-  36 01 21.     (N)    089 23 22.     (W)     SCALED    
 GD0818* NAVD 88     -        84.889  (meters)     278.51   (feet)  ADJUSTED  
 GD0818  ___________________________________________________________________
 GD0818  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0818  DYNAMIC HT  -          84.817 (meters)     278.27  (feet)  COMP
 GD0818  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GD0818
 GD0818  VERT ORDER  -  FIRST     CLASS I
 GD0818
 GD0818.The horizontal coordinates were scaled from a topographic map and have
 GD0818.an estimated accuracy of +/- 6 seconds.
 GD0818
 GD0818.The orthometric height was determined by differential leveling
 GD0818.and adjusted by the National Geodetic Survey in June 1991..
 GD0818
 GD0818.Photographs are available for this station.
 GD0818
 GD0818.The geoid height was determined by GEOID03.
 GD0818
 GD0818.The dynamic height is computed by dividing the NAVD 88
 GD0818.geopotential number by the normal gravity value computed on the
 GD0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0818.degrees latitude (g = 980.6199 gals.).
 GD0818
 GD0818.The modeled gravity was interpolated from observed gravity values.
 GD0818
 GD0818;                    North         East    Units  Estimated Accuracy
 GD0818;SPC TN       -   192,700.      294,560.      MT  (+/- 180 meters Scaled)
 GD0818
 GD0818                          SUPERSEDED SURVEY CONTROL
 GD0818
 GD0818  NGVD 29 (??/??/??)   84.819  (m)          278.28   (f) ADJUSTED    1 1
 GD0818
 GD0818.Superseded values are not recommended for survey control.
 GD0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0818.See file dsdata.txt to determine how the superseded data were derived.
 GD0818
 GD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE846890(NAD 83)
 GD0818_MARKER: DB = BENCH MARK DISK
 GD0818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0818_SP_SET: BRIDGE
 GD0818_STAMPING: M 151 1942
 GD0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0818+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0818
 GD0818  HISTORY     - Date     Condition        Report By
 GD0818  HISTORY     - 1942     MONUMENTED       CGS
 GD0818  HISTORY     - 1974     GOOD             NGS
 GD0818  HISTORY     - 1987     GOOD             LOCSUR
 GD0818  HISTORY     - 20020730 GOOD             USACE
 GD0818
 GD0818                          STATION DESCRIPTION
 GD0818
 GD0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GD0818'0.7 MI S FROM DYERSBURG.
 GD0818'0.7 MILE SOUTH ALONG U.S. HIGHWAY NO. 51 FROM DYERSBURG, DYER
 GD0818'COUNTY, TO THE SOUTH END OF A LARGE CONCRETE BRIDGE.  THE BENCH
 GD0818'MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST END OF THE SOUTH
 GD0818'ABUTMENT OF THE BRIDGE JUST SOUTH OF THE FORKED DEER RIVER BRIDGE.
 GD0818'IT IS 26.3 FEET WEST OF AND 1.0 FOOT ABOVE THE CENTERLINE OF THE
 GD0818'HIGHWAY, 11.9 FEET NORTH OF CITY STREET LIGHT POST NO. 26
 GD0818'AND 0.6 FOOT WEST OF THE WEST GUARD RAIL.  A STANDARD DISK,
 GD0818'STAMPED M 151 1942.
 GD0818
 GD0818                          STATION RECOVERY (1974)
 GD0818
 GD0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD0818'ABOUT 0.70 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE AT
 GD0818'DYERSBURG, SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF
 GD0818'BRIDGE NO. 23/3/5.74, ABOUT 0.2 MILE SOUTH OF FORKED DEER RIVER
 GD0818'BRIDGE, 31 FEET NORTH OF CITY STREET LIGHT POLE, 26.3 FEET WEST OF THE
 GD0818'CENTER LINE OF THE HIGHWAY, 13.7 FEET NORTH  OF THE NORTH END OF THE
 GD0818'WEST GUARD RAIL OF BRIDGE, 1 FOOT ABOVE THE HIGHWAY.
 GD0818
 GD0818                          STATION RECOVERY (1987)
 GD0818
 GD0818'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GMK)
 GD0818'RECOVERED IN GOOD CONDITION.
 GD0818
 GD0818                          STATION RECOVERY (2002)
 GD0818
 GD0818'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1759 ***********************************************************************
 FE1759  DESIGNATION -  M 152
 FE1759  PID         -  FE1759
 FE1759  STATE/COUNTY-  TN/LAUDERDALE
 FE1759  USGS QUAD   -  KNOB CREEK (1972)
 FE1759
 FE1759                         *CURRENT SURVEY CONTROL
 FE1759  ___________________________________________________________________
 FE1759* NAD 83(1986)-  35 55 32.     (N)    089 35 04.     (W)     SCALED    
 FE1759* NAVD 88     -        79.186  (meters)     259.80   (feet)  ADJUSTED  
 FE1759  ___________________________________________________________________
 FE1759  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE1759  DYNAMIC HT  -          79.119 (meters)     259.58  (feet)  COMP
 FE1759  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 FE1759
 FE1759  VERT ORDER  -  FIRST     CLASS II
 FE1759
 FE1759.The horizontal coordinates were scaled from a topographic map and have
 FE1759.an estimated accuracy of +/- 6 seconds.
 FE1759
 FE1759.The orthometric height was determined by differential leveling
 FE1759.and adjusted by the National Geodetic Survey in June 1991..
 FE1759
 FE1759.The geoid height was determined by GEOID03.
 FE1759
 FE1759.The dynamic height is computed by dividing the NAVD 88
 FE1759.geopotential number by the normal gravity value computed on the
 FE1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1759.degrees latitude (g = 980.6199 gals.).
 FE1759
 FE1759.The modeled gravity was interpolated from observed gravity values.
 FE1759
 FE1759;                    North         East    Units  Estimated Accuracy
 FE1759;SPC TN       -   182,580.      276,600.      MT  (+/- 180 meters Scaled)
 FE1759
 FE1759                          SUPERSEDED SURVEY CONTROL
 FE1759
 FE1759  NGVD 29 (??/??/??)   79.126  (m)          259.60   (f) ADJUSTED    1 2
 FE1759
 FE1759.Superseded values are not recommended for survey control.
 FE1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1759.See file dsdata.txt to determine how the superseded data were derived.
 FE1759
 FE1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE668787(NAD 83)
 FE1759_MARKER: DB = BENCH MARK DISK
 FE1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1759_STAMPING: M 152 1957
 FE1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1759+STABILITY: SURFACE MOTION
 FE1759
 FE1759  HISTORY     - Date     Condition        Report By
 FE1759  HISTORY     - 1943     MONUMENTED       CGS
 FE1759  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1759
 FE1759                          STATION DESCRIPTION
 FE1759
 FE1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1759'2.8 MI NE FROM HALES POINT.
 FE1759'2.4 MILES EAST ALONG STATE HIGHWAY 88 FROM THE JUNCTION OF A
 FE1759'GRAVEL ROAD SOUTH AND BAPTIST CHURCH AT HALES POINT, THENCE ABOUT
 FE1759'0.4 MILES NORTH ALONG A PRIVATE GRAVEL ROAD TO THE SOUTH BANK
 FE1759'OF OBION RIVER, AT AN ABANDONED FARM HOUSE, 2 FEET NORTH OF
 FE1759'NORTHWEST CORNER OF CONCRETE BASE OF NORTHWEST LEG OF PORCH
 FE1759'SUPPORT (HOUSE IS BUILT ON STILTS), 71 FEET EAST OF CENTER LINE
 FE1759'AND NORTH END OF GRAVEL ROAD, 46 FEET SOUTHWEST OF A 36-INCH
 FE1759'COTTONWOOD TREE, 17 FEET SOUTH OF CENTER LINE OF A ROAD EAST ALONG
 FE1759'NORTH EDGE OF A FIELD, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 FE1759'OF A CONCRETE POST PROJECTING 8 INCHES.
 FE1759
 FE1759                          STATION RECOVERY (1974)
 FE1759
 FE1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0472 ***********************************************************************
 FE0472  DESIGNATION -  M 154
 FE0472  PID         -  FE0472
 FE0472  STATE/COUNTY-  TN/MCNAIRY
 FE0472  USGS QUAD   -  POCAHONTAS (1950)
 FE0472
 FE0472                         *CURRENT SURVEY CONTROL
 FE0472  ___________________________________________________________________
 FE0472* NAD 83(1986)-  35 02 46.     (N)    088 45 10.     (W)     SCALED    
 FE0472* NAVD 88     -       116.172  (meters)     381.14   (feet)  ADJUSTED  
 FE0472  ___________________________________________________________________
 FE0472  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0472  DYNAMIC HT  -         116.061 (meters)     380.78  (feet)  COMP
 FE0472  MODELED GRAV-     979,678.4   (mgal)                       NAVD 88
 FE0472
 FE0472  VERT ORDER  -  FIRST     CLASS II
 FE0472
 FE0472.The horizontal coordinates were scaled from a topographic map and have
 FE0472.an estimated accuracy of +/- 6 seconds.
 FE0472
 FE0472.The orthometric height was determined by differential leveling
 FE0472.and adjusted by the National Geodetic Survey in June 1991..
 FE0472
 FE0472.The geoid height was determined by GEOID03.
 FE0472
 FE0472.The dynamic height is computed by dividing the NAVD 88
 FE0472.geopotential number by the normal gravity value computed on the
 FE0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0472.degrees latitude (g = 980.6199 gals.).
 FE0472
 FE0472.The modeled gravity was interpolated from observed gravity values.
 FE0472
 FE0472;                    North         East    Units  Estimated Accuracy
 FE0472;SPC TN       -    82,620.      348,870.      MT  (+/- 180 meters Scaled)
 FE0472
 FE0472                          SUPERSEDED SURVEY CONTROL
 FE0472
 FE0472  NGVD 29 (??/??/??)  116.154  (m)          381.08   (f) ADJUSTED    1 2
 FE0472
 FE0472.Superseded values are not recommended for survey control.
 FE0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0472.See file dsdata.txt to determine how the superseded data were derived.
 FE0472
 FE0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD401795(NAD 83)
 FE0472_MARKER: DB = BENCH MARK DISK
 FE0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0472_SP_SET: BRIDGE
 FE0472_STAMPING: M 154 1944
 FE0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0472
 FE0472  HISTORY     - Date     Condition        Report By
 FE0472  HISTORY     - 1944     MONUMENTED       CGS
 FE0472  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0472
 FE0472                          STATION DESCRIPTION
 FE0472
 FE0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0472'3 MI E FROM POCAHONTAS.
 FE0472'IN MCNAIRY  COUNTY, 3.0 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE0472'FROM THE STATION AT POCAHONTAS, HARDEMAN COUNTY, AT THE BRIDGE
 FE0472'OVER TUSCUMBIA RIVER, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 FE0472'EAST STONE ABUTMENT, 11 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 FE0472'AND 3.8 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FE0472'M 154 1944.
 FE0472
 FE0472                          STATION RECOVERY (1983)
 FE0472
 FE0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0472'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0106 ***********************************************************************
 EG0106  DESIGNATION -  M 155
 EG0106  PID         -  EG0106
 EG0106  STATE/COUNTY-  TN/HARDIN
 EG0106  USGS QUAD   -  DOSKIE (1984)
 EG0106
 EG0106                         *CURRENT SURVEY CONTROL
 EG0106  ___________________________________________________________________
 EG0106* NAD 83(1986)-  34 59 49.     (N)    088 15 06.     (W)     SCALED    
 EG0106* NAVD 88     -       129.716  (meters)     425.58   (feet)  ADJUSTED  
 EG0106  ___________________________________________________________________
 EG0106  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EG0106  DYNAMIC HT  -         129.595 (meters)     425.18  (feet)  COMP
 EG0106  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 EG0106
 EG0106  VERT ORDER  -  FIRST     CLASS II
 EG0106
 EG0106.The horizontal coordinates were scaled from a topographic map and have
 EG0106.an estimated accuracy of +/- 6 seconds.
 EG0106
 EG0106.The orthometric height was determined by differential leveling
 EG0106.and adjusted by the National Geodetic Survey in June 1991..
 EG0106
 EG0106.The geoid height was determined by GEOID03.
 EG0106
 EG0106.The dynamic height is computed by dividing the NAVD 88
 EG0106.geopotential number by the normal gravity value computed on the
 EG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0106.degrees latitude (g = 980.6199 gals.).
 EG0106
 EG0106.The modeled gravity was interpolated from observed gravity values.
 EG0106
 EG0106;                    North         East    Units  Estimated Accuracy
 EG0106;SPC TN       -    75,990.      394,450.      MT  (+/- 180 meters Scaled)
 EG0106
 EG0106                          SUPERSEDED SURVEY CONTROL
 EG0106
 EG0106  NGVD 29 (??/??/92)  129.724  (m)          425.60   (f) ADJ UNCH    1 2
 EG0106
 EG0106.Superseded values are not recommended for survey control.
 EG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0106.See file dsdata.txt to determine how the superseded data were derived.
 EG0106
 EG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD857734(NAD 83)
 EG0106_MARKER: DB = BENCH MARK DISK
 EG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0106_STAMPING: M 155 1944
 EG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0106+STABILITY: SURFACE MOTION
 EG0106
 EG0106  HISTORY     - Date     Condition        Report By
 EG0106  HISTORY     - 1944     MONUMENTED       CGS
 EG0106
 EG0106                          STATION DESCRIPTION
 EG0106
 EG0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0106'4.9 MI S FROM PICKWICK DAM.
 EG0106'4.9 MILES SOUTH ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 EG0106'PICKWICK DAM.  HARDIN COUNTY 0.1 MILE NORTH OF THE TENNESSEE -
 EG0106'MISSISSIPPI STATE LINE, OF THE SOUTH SLOPE OF THE FIRST HILL NORTH OF
 EG0106'THE STATE LINE, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 EG0106'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN
 EG0106'THE HIGHWAY.  A STANDARD DISK, STAMPED M 155 1944 AND SET IN THE TOP
 EG0106'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0997 ***********************************************************************
 FE0997  DESIGNATION -  M 156
 FE0997  PID         -  FE0997
 FE0997  STATE/COUNTY-  TN/HARDEMAN
 FE0997  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0997
 FE0997                         *CURRENT SURVEY CONTROL
 FE0997  ___________________________________________________________________
 FE0997* NAD 83(1986)-  35 02 57.     (N)    089 10 45.     (W)     SCALED    
 FE0997* NAVD 88     -       173.344  (meters)     568.71   (feet)  ADJUSTED  
 FE0997  ___________________________________________________________________
 FE0997  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE0997  DYNAMIC HT  -         173.179 (meters)     568.17  (feet)  COMP
 FE0997  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 FE0997
 FE0997  VERT ORDER  -  FIRST     CLASS II
 FE0997
 FE0997.The horizontal coordinates were scaled from a topographic map and have
 FE0997.an estimated accuracy of +/- 6 seconds.
 FE0997
 FE0997.The orthometric height was determined by differential leveling
 FE0997.and adjusted by the National Geodetic Survey in June 1991..
 FE0997
 FE0997.The geoid height was determined by GEOID03.
 FE0997
 FE0997.The dynamic height is computed by dividing the NAVD 88
 FE0997.geopotential number by the normal gravity value computed on the
 FE0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0997.degrees latitude (g = 980.6199 gals.).
 FE0997
 FE0997.The modeled gravity was interpolated from observed gravity values.
 FE0997
 FE0997;                    North         East    Units  Estimated Accuracy
 FE0997;SPC TN       -    84,130.      309,990.      MT  (+/- 180 meters Scaled)
 FE0997
 FE0997                          SUPERSEDED SURVEY CONTROL
 FE0997
 FE0997  NGVD 29 (??/??/??)  173.284  (m)          568.52   (f) ADJUSTED    1 2
 FE0997
 FE0997.Superseded values are not recommended for survey control.
 FE0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0997.See file dsdata.txt to determine how the superseded data were derived.
 FE0997
 FE0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD012806(NAD 83)
 FE0997_MARKER: DB = BENCH MARK DISK
 FE0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0997_STAMPING: M 156 1944
 FE0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0997+STABILITY: SURFACE MOTION
 FE0997
 FE0997  HISTORY     - Date     Condition        Report By
 FE0997  HISTORY     - 1944     MONUMENTED       CGS
 FE0997  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0997
 FE0997                          STATION DESCRIPTION
 FE0997
 FE0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0997'0.5 MI E FROM GRAND JUNCTION.
 FE0997'0.5 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0997'GRAND JUNCTION, HARDEMAN COUNTY, 220 FEET WEST OF A CITY-LIMIT
 FE0997'SIGN, ON THE SOUTH SLOPE OF A SMALL HILL BETWEEN TWO FILLS, 30
 FE0997'FEET NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET WEST OF A
 FE0997'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A
 FE0997'STANDARD DISK, STAMPED M 156 1944 AND SET IN THE TOP OF A
 FE0997'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE0997
 FE0997                          STATION RECOVERY (1983)
 FE0997
 FE0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0997'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1142 ***********************************************************************
 FE1142  DESIGNATION -  M 157
 FE1142  PID         -  FE1142
 FE1142  STATE/COUNTY-  TN/FAYETTE
 FE1142  USGS QUAD   -  COLLIERVILLE (1965)
 FE1142
 FE1142                         *CURRENT SURVEY CONTROL
 FE1142  ___________________________________________________________________
 FE1142* NAD 83(1986)-  35 02 33.     (N)    089 38 25.     (W)     SCALED    
 FE1142* NAVD 88     -       103.084  (meters)     338.20   (feet)  ADJUSTED  
 FE1142  ___________________________________________________________________
 FE1142  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE1142  DYNAMIC HT  -         102.988 (meters)     337.89  (feet)  COMP
 FE1142  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FE1142
 FE1142  VERT ORDER  -  FIRST     CLASS II
 FE1142
 FE1142.The horizontal coordinates were scaled from a topographic map and have
 FE1142.an estimated accuracy of +/- 6 seconds.
 FE1142
 FE1142.The orthometric height was determined by differential leveling
 FE1142.and adjusted by the National Geodetic Survey in June 1991..
 FE1142
 FE1142.The geoid height was determined by GEOID03.
 FE1142
 FE1142.The dynamic height is computed by dividing the NAVD 88
 FE1142.geopotential number by the normal gravity value computed on the
 FE1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1142.degrees latitude (g = 980.6199 gals.).
 FE1142
 FE1142.The modeled gravity was interpolated from observed gravity values.
 FE1142
 FE1142;                    North         East    Units  Estimated Accuracy
 FE1142;SPC TN       -    84,860.      267,920.      MT  (+/- 180 meters Scaled)
 FE1142
 FE1142                          SUPERSEDED SURVEY CONTROL
 FE1142
 FE1142  NGVD 29 (??/??/??)  103.040  (m)          338.06   (f) ADJUSTED    1 2
 FE1142
 FE1142.Superseded values are not recommended for survey control.
 FE1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1142.See file dsdata.txt to determine how the superseded data were derived.
 FE1142
 FE1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD591809(NAD 83)
 FE1142_MARKER: DB = BENCH MARK DISK
 FE1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1142_SP_SET: CONCRETE BASE
 FE1142_STAMPING: M 157 1944
 FE1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1142
 FE1142  HISTORY     - Date     Condition        Report By
 FE1142  HISTORY     - 1944     MONUMENTED       CGS
 FE1142  HISTORY     - 1963     MARK NOT FOUND   USGS
 FE1142
 FE1142                          STATION DESCRIPTION
 FE1142
 FE1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1142'1.5 MI E FROM COLLIERVILLE.
 FE1142'IN FAYETTE COUNTY, 1.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM
 FE1142'THE STATION AT COLLIERVILLE, SHELBY COUNTY, 0.5 MILE EAST OF
 FE1142'MILEPOST 527, AT BLOCK SIGNAL 5265 A, IN THE TOP OF THE SOUTHEAST
 FE1142'CORNER OF THE CONCRETE BASE, 9.5 FEET NORTH OF THE CENTERLINE
 FE1142'OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 FE1142'DISK, STAMPED M 157 1944.
 FE1142
 FE1142                          STATION RECOVERY (1963)
 FE1142
 FE1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FE1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0525 ***********************************************************************
 FE0525  DESIGNATION -  M 158
 FE0525  PID         -  FE0525
 FE0525  STATE/COUNTY-  TN/MCNAIRY
 FE0525  USGS QUAD   -  PURDY (1984)
 FE0525
 FE0525                         *CURRENT SURVEY CONTROL
 FE0525  ___________________________________________________________________
 FE0525* NAD 83(1986)-  35 14 04.     (N)    088 36 20.     (W)     SCALED    
 FE0525* NAVD 88     -       140.928  (meters)     462.36   (feet)  ADJUSTED  
 FE0525  ___________________________________________________________________
 FE0525  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE0525  DYNAMIC HT  -         140.798 (meters)     461.93  (feet)  COMP
 FE0525  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 FE0525
 FE0525  VERT ORDER  -  FIRST     CLASS II
 FE0525
 FE0525.The horizontal coordinates were scaled from a topographic map and have
 FE0525.an estimated accuracy of +/- 6 seconds.
 FE0525
 FE0525.The orthometric height was determined by differential leveling
 FE0525.and adjusted by the National Geodetic Survey in June 1991..
 FE0525
 FE0525.The geoid height was determined by GEOID03.
 FE0525
 FE0525.The dynamic height is computed by dividing the NAVD 88
 FE0525.geopotential number by the normal gravity value computed on the
 FE0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0525.degrees latitude (g = 980.6199 gals.).
 FE0525
 FE0525.The modeled gravity was interpolated from observed gravity values.
 FE0525
 FE0525;                    North         East    Units  Estimated Accuracy
 FE0525;SPC TN       -   103,140.      362,850.      MT  (+/- 180 meters Scaled)
 FE0525
 FE0525                          SUPERSEDED SURVEY CONTROL
 FE0525
 FE0525  NGVD 29 (??/??/??)  140.928  (m)          462.36   (f) ADJUSTED    1 2
 FE0525
 FE0525.Superseded values are not recommended for survey control.
 FE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0525.See file dsdata.txt to determine how the superseded data were derived.
 FE0525
 FE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE539002(NAD 83)
 FE0525_MARKER: DB = BENCH MARK DISK
 FE0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0525_STAMPING: M 158 1944
 FE0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0525+STABILITY: SURFACE MOTION
 FE0525
 FE0525  HISTORY     - Date     Condition        Report By
 FE0525  HISTORY     - 1944     MONUMENTED       CGS
 FE0525  HISTORY     - 1948     GOOD             CGS
 FE0525  HISTORY     - 1972     GOOD             TVA
 FE0525  HISTORY     - 20020918 MARK NOT FOUND   USACE
 FE0525
 FE0525                          STATION DESCRIPTION
 FE0525
 FE0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0525'AT BETHEL SPRINGS.
 FE0525'AT BETHEL SPRINGS, ABOUT 0.2 MILE SOUTH OF THE GULF, MOBILE AND
 FE0525'OHIO RAILROAD MILE POST 353, AT THE G.M. AND O. STATION, 3.9
 FE0525'FEET NORTH OF THE NORTHEAST CORNER OF THE STATION, 2.7 FEET
 FE0525'SOUTH OF A TELEPHONE POLE, 27.5 FEET WEST OF THE WEST RAIL OF
 FE0525'THE MAIN TRACK, 106 FEET SOUTHEAST OF THE CENTER OF A PUBLIC
 FE0525'ROAD CROSSING, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF
 FE0525'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MONUMENT IS
 FE0525'UNPROTECTED ON W EDGE OF GRAVEL ROADWAY USED BY RR CO.  THE OLD
 FE0525'STATION BUILDING HAS BEEN REMOVED.  THE MONUMENT IS 106 FT S OF
 FE0525'MAIN PUBLIC RD. CROSSING RR GOING E TO MCNAIRY , 27.5 W OF W RAIL
 FE0525'ON MAIN LINE TRACK.  106 FT S OF RD AND RR XING.  48 FT W OF
 FE0525'TELEPHONE POLE AT RR TELEPHONE BOX.
 FE0525
 FE0525                          STATION RECOVERY (1972)
 FE0525
 FE0525'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0525'RECOVERED IN GOOD CONDITION.
 FE0525
 FE0525                          STATION RECOVERY (2002)
 FE0525
 FE0525'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0525'AREA HAS BEEN GRADED AND GRAVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0487 ***********************************************************************
 FE0487  DESIGNATION -  M 159
 FE0487  PID         -  FE0487
 FE0487  STATE/COUNTY-  TN/MADISON
 FE0487  USGS QUAD   -  HENDERSON (1983)
 FE0487
 FE0487                         *CURRENT SURVEY CONTROL
 FE0487  ___________________________________________________________________
 FE0487* NAD 83(1986)-  35 28 56.     (N)    088 42 16.     (W)     SCALED    
 FE0487* NAVD 88     -       120.512  (meters)     395.38   (feet)  ADJUSTED  
 FE0487  ___________________________________________________________________
 FE0487  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0487  DYNAMIC HT  -         120.403 (meters)     395.02  (feet)  COMP
 FE0487  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 FE0487
 FE0487  VERT ORDER  -  FIRST     CLASS II
 FE0487
 FE0487.The horizontal coordinates were scaled from a topographic map and have
 FE0487.an estimated accuracy of +/- 6 seconds.
 FE0487
 FE0487.The orthometric height was determined by differential leveling
 FE0487.and adjusted by the National Geodetic Survey in June 1991..
 FE0487
 FE0487.The geoid height was determined by GEOID03.
 FE0487
 FE0487.The dynamic height is computed by dividing the NAVD 88
 FE0487.geopotential number by the normal gravity value computed on the
 FE0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0487.degrees latitude (g = 980.6199 gals.).
 FE0487
 FE0487.The modeled gravity was interpolated from observed gravity values.
 FE0487
 FE0487;                    North         East    Units  Estimated Accuracy
 FE0487;SPC TN       -   130,860.      354,610.      MT  (+/- 180 meters Scaled)
 FE0487
 FE0487                          SUPERSEDED SURVEY CONTROL
 FE0487
 FE0487  NGVD 29 (??/??/??)  120.535  (m)          395.46   (f) ADJUSTED    1 2
 FE0487
 FE0487.Superseded values are not recommended for survey control.
 FE0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0487.See file dsdata.txt to determine how the superseded data were derived.
 FE0487
 FE0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE453278(NAD 83)
 FE0487_MARKER: DB = BENCH MARK DISK
 FE0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0487_STAMPING: M 159 1944
 FE0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0487+STABILITY: SURFACE MOTION
 FE0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0487+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 FE0487
 FE0487  HISTORY     - Date     Condition        Report By
 FE0487  HISTORY     - 1944     MONUMENTED       CGS
 FE0487  HISTORY     - 1948     GOOD             CGS
 FE0487  HISTORY     - 1972     GOOD             TVA
 FE0487  HISTORY     - 20020920 GOOD             USACE
 FE0487
 FE0487                          STATION DESCRIPTION
 FE0487
 FE0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0487'1.1 MI SE FROM PINSON.
 FE0487'ABOUT 1.1 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 FE0487'RAILROAD FROM THE STATION AT PINSON, ABOUT 0.35 MILE NORTHWEST
 FE0487'OF THE CHESTER-MADISON COUNTY LINE, ABOUT 0.3 MILE SOUTH OF MILE
 FE0487'POST 374, 110 YARDS NORTHWEST OF A FARM ROAD CROSSING, 27 FEET
 FE0487'NORTHEAST OF THE NORTHEAST RAIL, 58.5 FEET NORTH-NORTHWEST OF A
 FE0487'SIGN STATION ONE MILE, 9 FEET SOUTHWEST OF THE CENTER LINE OF A
 FE0487'FARM ROAD PARALLELING THE TRACK, 3.8 FEET EAST-SOUTHEAST OF A
 FE0487'TELEPHONE POLE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 FE0487'4 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0487'PROJECTING 4 INCHES.  NOTE-- WHITE WITNESS POST GONE-TVA STEEL
 FE0487'POST AND SIGN SET 1 FT S OF MONUMENT.
 FE0487
 FE0487                          STATION RECOVERY (1972)
 FE0487
 FE0487'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0487'RECOVERED IN GOOD CONDITION.
 FE0487
 FE0487                          STATION RECOVERY (2002)
 FE0487
 FE0487'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0345 ***********************************************************************
 FC0345  DESIGNATION -  M 16
 FC0345  PID         -  FC0345
 FC0345  STATE/COUNTY-  TN/POLK
 FC0345  USGS QUAD   -  FARNER (1978)
 FC0345
 FC0345                         *CURRENT SURVEY CONTROL
 FC0345  ___________________________________________________________________
 FC0345* NAD 83(1986)-  35 09 02.     (N)    084 19 07.     (W)     SCALED    
 FC0345* NAVD 88     -       475.547  (meters)    1560.19   (feet)  ADJUSTED  
 FC0345  ___________________________________________________________________
 FC0345  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC0345  DYNAMIC HT  -         475.063 (meters)    1558.60  (feet)  COMP
 FC0345  MODELED GRAV-     979,602.9   (mgal)                       NAVD 88
 FC0345
 FC0345  VERT ORDER  -  SECOND    CLASS 0
 FC0345
 FC0345.The horizontal coordinates were scaled from a topographic map and have
 FC0345.an estimated accuracy of +/- 6 seconds.
 FC0345
 FC0345.The orthometric height was determined by differential leveling
 FC0345.and adjusted by the National Geodetic Survey in June 1991..
 FC0345
 FC0345.The geoid height was determined by GEOID03.
 FC0345
 FC0345.The dynamic height is computed by dividing the NAVD 88
 FC0345.geopotential number by the normal gravity value computed on the
 FC0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0345.degrees latitude (g = 980.6199 gals.).
 FC0345
 FC0345.The modeled gravity was interpolated from observed gravity values.
 FC0345
 FC0345;                    North         East    Units  Estimated Accuracy
 FC0345;SPC TN       -    91,990.      753,210.      MT  (+/- 180 meters Scaled)
 FC0345
 FC0345                          SUPERSEDED SURVEY CONTROL
 FC0345
 FC0345  NGVD 29 (??/??/92)  475.584  (m)         1560.31   (f) ADJ UNCH    2 0
 FC0345
 FC0345.Superseded values are not recommended for survey control.
 FC0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0345.See file dsdata.txt to determine how the superseded data were derived.
 FC0345
 FC0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD442930(NAD 83)
 FC0345_MARKER: DB = BENCH MARK DISK
 FC0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0345_STAMPING: M 16 1933
 FC0345_MARK LOGO: CGS   
 FC0345_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0345+STABILITY: SURFACE MOTION
 FC0345
 FC0345  HISTORY     - Date     Condition        Report By
 FC0345  HISTORY     - 1933     MONUMENTED       CGS
 FC0345  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0345  HISTORY     - 1953     MARK NOT FOUND   TVA
 FC0345  HISTORY     - 20000119 SEE DESCRIPTION  NCGS
 FC0345
 FC0345                          STATION DESCRIPTION
 FC0345
 FC0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0345'0.3 MI SW FROM FARNER.
 FC0345'0.3 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0345'FROM THE STATION AT FARNER, POLK COUNTY, 215 FEET SOUTHWEST OF
 FC0345'THE CENTER OF A ROAD CROSSING, AND 304 FEET NORTHWEST OF THE
 FC0345'NORTHWEST RAIL.  A STANDARD DISK, STAMPED M 16 1933 AND SET IN
 FC0345'THE TOP OF A CONCRETE POST.
 FC0345
 FC0345                          STATION RECOVERY (1953)
 FC0345
 FC0345'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FC0345'MARK NOT FOUND.
 FC0345
 FC0345                          STATION RECOVERY (2000)
 FC0345
 FC0345'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0345'THE STATION WAS NOT FOUND AND MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0701 ***********************************************************************
 FE0701  DESIGNATION -  M 160
 FE0701  PID         -  FE0701
 FE0701  STATE/COUNTY-  TN/GIBSON
 FE0701  USGS QUAD   -  MEDINA (1981)
 FE0701
 FE0701                         *CURRENT SURVEY CONTROL
 FE0701  ___________________________________________________________________
 FE0701* NAD 83(1986)-  35 49 23.     (N)    088 45 17.     (W)     SCALED    
 FE0701* NAVD 88     -       163.331  (meters)     535.86   (feet)  ADJUSTED  
 FE0701  ___________________________________________________________________
 FE0701  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0701  DYNAMIC HT  -         163.188 (meters)     535.39  (feet)  COMP
 FE0701  MODELED GRAV-     979,759.2   (mgal)                       NAVD 88
 FE0701
 FE0701  VERT ORDER  -  FIRST     CLASS II
 FE0701
 FE0701.The horizontal coordinates were scaled from a topographic map and have
 FE0701.an estimated accuracy of +/- 6 seconds.
 FE0701
 FE0701.The orthometric height was determined by differential leveling
 FE0701.and adjusted by the National Geodetic Survey in June 1991..
 FE0701
 FE0701.The geoid height was determined by GEOID03.
 FE0701
 FE0701.The dynamic height is computed by dividing the NAVD 88
 FE0701.geopotential number by the normal gravity value computed on the
 FE0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0701.degrees latitude (g = 980.6199 gals.).
 FE0701
 FE0701.The modeled gravity was interpolated from observed gravity values.
 FE0701
 FE0701;                    North         East    Units  Estimated Accuracy
 FE0701;SPC TN       -   168,790.      351,120.      MT  (+/- 180 meters Scaled)
 FE0701
 FE0701                          SUPERSEDED SURVEY CONTROL
 FE0701
 FE0701  NGVD 29 (??/??/??)  163.380  (m)          536.02   (f) ADJUSTED    1 2
 FE0701
 FE0701.Superseded values are not recommended for survey control.
 FE0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0701.See file dsdata.txt to determine how the superseded data were derived.
 FE0701
 FE0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE414657(NAD 83)
 FE0701_MARKER: DB = BENCH MARK DISK
 FE0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0701_STAMPING: M 160 1944
 FE0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0701+STABILITY: SURFACE MOTION
 FE0701
 FE0701  HISTORY     - Date     Condition        Report By
 FE0701  HISTORY     - 1944     MONUMENTED       CGS
 FE0701  HISTORY     - 1948     GOOD             CGS
 FE0701  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0701
 FE0701                          STATION DESCRIPTION
 FE0701
 FE0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0701'1.9 MI N FROM MEDINA.
 FE0701'ABOUT 1.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0701'FROM THE STATION AT MEDINA, ABOUT 0.1 MILE SOUTH OF MILE POST
 FE0701'C 455, AT A PUBLIC GRAVEL ROAD CROSSING, 34 FEET WEST OF THE
 FE0701'WEST RAIL, 76 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 FE0701'68 FEET SOUTH-SOUTHWEST OF A CROSSING SIGN, 43 FEET SOUTH OF A
 FE0701'TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 16 FEET
 FE0701'EAST OF A 4-FORKED OAK TREE, 2.5 FEET NORTH OF A WHITE WOODEN
 FE0701'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 FE0701'CONCRETE POST PROJECTING 2 INCHES.
 FE0701
 FE0701                          STATION RECOVERY (2002)
 FE0701
 FE0701'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0365 ***********************************************************************
 GD0365  DESIGNATION -  M 161
 GD0365  PID         -  GD0365
 GD0365  STATE/COUNTY-  TN/GIBSON
 GD0365  USGS QUAD   -  BRADFORD (1985)
 GD0365
 GD0365                         *CURRENT SURVEY CONTROL
 GD0365  ___________________________________________________________________
 GD0365* NAD 83(1986)-  36 06 58.     (N)    088 48 04.     (W)     SCALED    
 GD0365* NAVD 88     -        97.620  (meters)     320.27   (feet)  ADJUSTED  
 GD0365  ___________________________________________________________________
 GD0365  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0365  DYNAMIC HT  -          97.538 (meters)     320.01  (feet)  COMP
 GD0365  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 GD0365
 GD0365  VERT ORDER  -  FIRST     CLASS II
 GD0365
 GD0365.The horizontal coordinates were scaled from a topographic map and have
 GD0365.an estimated accuracy of +/- 6 seconds.
 GD0365
 GD0365.The orthometric height was determined by differential leveling
 GD0365.and adjusted by the National Geodetic Survey in June 1991..
 GD0365
 GD0365.The geoid height was determined by GEOID03.
 GD0365
 GD0365.The dynamic height is computed by dividing the NAVD 88
 GD0365.geopotential number by the normal gravity value computed on the
 GD0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0365.degrees latitude (g = 980.6199 gals.).
 GD0365
 GD0365.The modeled gravity was interpolated from observed gravity values.
 GD0365
 GD0365;                    North         East    Units  Estimated Accuracy
 GD0365;SPC TN       -   201,410.      347,860.      MT  (+/- 180 meters Scaled)
 GD0365
 GD0365                          SUPERSEDED SURVEY CONTROL
 GD0365
 GD0365  NGVD 29 (??/??/??)   97.656  (m)          320.39   (f) ADJUSTED    1 2
 GD0365
 GD0365.Superseded values are not recommended for survey control.
 GD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0365.See file dsdata.txt to determine how the superseded data were derived.
 GD0365
 GD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE379983(NAD 83)
 GD0365_MARKER: DB = BENCH MARK DISK
 GD0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0365_SP_SET: PIER
 GD0365_STAMPING: M 161 1944
 GD0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0365
 GD0365  HISTORY     - Date     Condition        Report By
 GD0365  HISTORY     - 1944     MONUMENTED       CGS
 GD0365  HISTORY     - 1948     GOOD             CGS
 GD0365  HISTORY     - 1967     GOOD             CGS
 GD0365  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GD0365
 GD0365                          STATION DESCRIPTION
 GD0365
 GD0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0365'2.6 MI S FROM GREENFIELD.
 GD0365'ABOUT 2.65 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0365'THE STATION AT GREENFIELD, 146 YARDS SOUTH OF MILE POST C 434,
 GD0365'SET IN THE TOP OF THE WEST END OF THE NORTH ONE OF TWO CONCRETE
 GD0365'PIERS UNDER TRESTLE NO. 434-1, 7 FEET WEST OF THE WEST RAIL AND
 GD0365'ABOUT 0.3 FOOT BELOW THE TRACK.
 GD0365
 GD0365                          STATION RECOVERY (1967)
 GD0365
 GD0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0365'RECOVERED IN GOOD CONDITION.
 GD0365
 GD0365                          STATION RECOVERY (1990)
 GD0365
 GD0365'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1281 ***********************************************************************
 GA1281  DESIGNATION -  M 162
 GA1281  PID         -  GA1281
 GA1281  STATE/COUNTY-  TN/HAWKINS
 GA1281  USGS QUAD   -  CHURCH HILL (1991)
 GA1281
 GA1281                         *CURRENT SURVEY CONTROL
 GA1281  ___________________________________________________________________
 GA1281* NAD 83(1986)-  36 31 06.     (N)    082 44 44.     (W)     SCALED    
 GA1281* NAVD 88     -       357.499  (meters)    1172.89   (feet)  ADJUSTED  
 GA1281  ___________________________________________________________________
 GA1281  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1281  DYNAMIC HT  -         357.177 (meters)    1171.84  (feet)  COMP
 GA1281  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 GA1281
 GA1281  VERT ORDER  -  FIRST     CLASS I
 GA1281
 GA1281.The horizontal coordinates were scaled from a topographic map and have
 GA1281.an estimated accuracy of +/- 6 seconds.
 GA1281
 GA1281.The orthometric height was determined by differential leveling
 GA1281.and adjusted by the National Geodetic Survey in June 1991..
 GA1281
 GA1281.The geoid height was determined by GEOID03.
 GA1281
 GA1281.The dynamic height is computed by dividing the NAVD 88
 GA1281.geopotential number by the normal gravity value computed on the
 GA1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1281.degrees latitude (g = 980.6199 gals.).
 GA1281
 GA1281.The modeled gravity was interpolated from observed gravity values.
 GA1281
 GA1281;                    North         East    Units  Estimated Accuracy
 GA1281;SPC TN       -   247,280.      891,450.      MT  (+/- 180 meters Scaled)
 GA1281
 GA1281                          SUPERSEDED SURVEY CONTROL
 GA1281
 GA1281  NGVD 29 (??/??/92)  357.644  (m)         1173.37   (f) ADJ UNCH    1 1
 GA1281
 GA1281.Superseded values are not recommended for survey control.
 GA1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1281.See file dsdata.txt to determine how the superseded data were derived.
 GA1281
 GA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA437428(NAD 83)
 GA1281_MARKER: DB = BENCH MARK DISK
 GA1281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1281_SP_SET: BRIDGE
 GA1281_STAMPING: M 162 1967
 GA1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1281+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 GA1281
 GA1281  HISTORY     - Date     Condition        Report By
 GA1281  HISTORY     - 1967     MONUMENTED       CGS
 GA1281  HISTORY     - 20031004 GOOD             GEOCAC
 GA1281
 GA1281                          STATION DESCRIPTION
 GA1281
 GA1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1281'2.4 MI W FROM CHURCH HILL.
 GA1281'ABOUT 2.35 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1281'FROM THE STATION AT CHURCH HILL, 0.2 MILE WEST OF MILEPOST
 GA1281'56, 7 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, SET IN THE
 GA1281'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A RAILROAD
 GA1281'BRIDGE OVER HORD CREEK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 GA1281'THE TRACK.
 GA1281
 GA1281                          STATION RECOVERY (2003)
 GA1281
 GA1281'RECOVERY NOTE BY GEOCACHING 2003 (CV)
 GA1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1862 ***********************************************************************
 GA1862  DESIGNATION -  M 163
 GA1862  PID         -  GA1862
 GA1862  STATE/COUNTY-  TN/HAMBLEN
 GA1862  USGS QUAD   -  RUSSELLVILLE (1976)
 GA1862
 GA1862                         *CURRENT SURVEY CONTROL
 GA1862  ___________________________________________________________________
 GA1862* NAD 83(1986)-  36 15 00.     (N)    083 12 44.     (W)     SCALED    
 GA1862* NAVD 88     -       394.526  (meters)    1294.37   (feet)  ADJUSTED  
 GA1862  ___________________________________________________________________
 GA1862  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1862  DYNAMIC HT  -         394.166 (meters)    1293.19  (feet)  COMP
 GA1862  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 GA1862
 GA1862  VERT ORDER  -  FIRST     CLASS I
 GA1862
 GA1862.The horizontal coordinates were scaled from a topographic map and have
 GA1862.an estimated accuracy of +/- 6 seconds.
 GA1862
 GA1862.The orthometric height was determined by differential leveling
 GA1862.and adjusted by the National Geodetic Survey in June 1991..
 GA1862
 GA1862.The geoid height was determined by GEOID03.
 GA1862
 GA1862.The dynamic height is computed by dividing the NAVD 88
 GA1862.geopotential number by the normal gravity value computed on the
 GA1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1862.degrees latitude (g = 980.6199 gals.).
 GA1862
 GA1862.The modeled gravity was interpolated from observed gravity values.
 GA1862
 GA1862;                    North         East    Units  Estimated Accuracy
 GA1862;SPC TN       -   216,220.      850,520.      MT  (+/- 180 meters Scaled)
 GA1862
 GA1862                          SUPERSEDED SURVEY CONTROL
 GA1862
 GA1862  NGVD 29 (??/??/92)  394.667  (m)         1294.84   (f) ADJ UNCH    1 1
 GA1862
 GA1862.Superseded values are not recommended for survey control.
 GA1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1862.See file dsdata.txt to determine how the superseded data were derived.
 GA1862
 GA1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA012139(NAD 83)
 GA1862_MARKER: DB = BENCH MARK DISK
 GA1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1862_SP_SET: CULVERT
 GA1862_STAMPING: M 163 1967
 GA1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1862
 GA1862  HISTORY     - Date     Condition        Report By
 GA1862  HISTORY     - 1967     MONUMENTED       CGS
 GA1862
 GA1862                          STATION DESCRIPTION
 GA1862
 GA1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1862'1 MI SW FROM RUSSELLVILLE.
 GA1862'ABOUT 0.95 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA1862'POST OFFICE AT RUSSELLVILLE, AT THE CROSSING OF THE SOUTHERN
 GA1862'RAILWAY COMPANY RAILROAD TRACK AND INDUSTRIAL AVENUE, SOUTHEAST
 GA1862'OF U.S. HIGHWAY 11 E, 0.1 MILE NORTH OF THE MODERN CHAIR COMPANY
 GA1862'PLANT NUMBER 2, 37 FEET SOUTHWEST OF THE CENTERLINE OF INDUSTRIAL
 GA1862'AVENUE, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 GA1862'HEAD WALL OF A CULVERT, 45 FEET SOUTHEAST OF THE SOUTHEAST
 GA1862'RAIL OF THE SOUTHEAST TRACK OF THE SOUTHERN RAILWAY COMPANY
 GA1862'RAILROAD, 99 FEET WEST AND ACROSS INDUSTRIAL AVENUE FROM POLE
 GA1862'NUMBER 1893, AND ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1794 ***********************************************************************
 GA1794  DESIGNATION -  M 164
 GA1794  PID         -  GA1794
 GA1794  STATE/COUNTY-  TN/HAMBLEN
 GA1794  USGS QUAD   -  MORRISTOWN (1979)
 GA1794
 GA1794                         *CURRENT SURVEY CONTROL
 GA1794  ___________________________________________________________________
 GA1794* NAD 83(1986)-  36 12 13.     (N)    083 18 22.     (W)     SCALED    
 GA1794* NAVD 88     -       403.891  (meters)    1325.10   (feet)  ADJUSTED  
 GA1794  ___________________________________________________________________
 GA1794  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA1794  DYNAMIC HT  -         403.518 (meters)    1323.88  (feet)  COMP
 GA1794  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 GA1794
 GA1794  VERT ORDER  -  FIRST     CLASS I
 GA1794
 GA1794.The horizontal coordinates were scaled from a topographic map and have
 GA1794.an estimated accuracy of +/- 6 seconds.
 GA1794
 GA1794.The orthometric height was determined by differential leveling
 GA1794.and adjusted by the National Geodetic Survey in June 1991..
 GA1794
 GA1794.The geoid height was determined by GEOID03.
 GA1794
 GA1794.The dynamic height is computed by dividing the NAVD 88
 GA1794.geopotential number by the normal gravity value computed on the
 GA1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1794.degrees latitude (g = 980.6199 gals.).
 GA1794
 GA1794.The modeled gravity was interpolated from observed gravity values.
 GA1794
 GA1794;                    North         East    Units  Estimated Accuracy
 GA1794;SPC TN       -   210,840.      842,230.      MT  (+/- 180 meters Scaled)
 GA1794
 GA1794                          SUPERSEDED SURVEY CONTROL
 GA1794
 GA1794  NGVD 29 (??/??/92)  404.018  (m)         1325.52   (f) ADJ UNCH    1 1
 GA1794
 GA1794.Superseded values are not recommended for survey control.
 GA1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1794.See file dsdata.txt to determine how the superseded data were derived.
 GA1794
 GA1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA926089(NAD 83)
 GA1794_MARKER: DB = BENCH MARK DISK
 GA1794_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1794_SP_SET: 24 FEET
 GA1794_STAMPING: M 164 1967
 GA1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1794
 GA1794  HISTORY     - Date     Condition        Report By
 GA1794  HISTORY     - 1967     MONUMENTED       CGS
 GA1794
 GA1794                          STATION DESCRIPTION
 GA1794
 GA1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1794'1 MI SW FROM MORRISTOWN.
 GA1794'ABOUT 0.1 MILE SOUTHEAST ALONG HENRY STREET FROM THE HENRY STREET
 GA1794'STATION POST OFFICE AT MORRISTOWN, THENCE 0.8 MILE WEST ALONG
 GA1794'THE SOUTHERN RAILWAY COMPANY RAILROAD, THENCE 0.1 MILE SOUTH
 GA1794'ALONG SOUTH FAIRMONT AVENUE, 86 1/2 FEET EAST OF THE CENTERLINE
 GA1794'OF THE AVENUE, 110 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 GA1794'OF SOUTH FAIRMONT AVENUE AND WEST SECOND SOUTH STREET, 34 FEET
 GA1794'NORTHWEST OF THE CENTERLINE OF WEST SECOND SOUTH STREET, 30 FEET
 GA1794'NORTHEAST OF POLE NUMBER 508 WHICH BEARS A LIGHT, 6 FEET NORTHWEST
 GA1794'OF THE NORTHWEST CONCRETE CURB OF WEST SECOND SOUTH STREET, 1.7
 GA1794'FEET EAST OF A METAL FENCE CORNER POST FOR A CHAIN LINK FENCE
 GA1794'BORDERING THE KIMBER CHICKS PRODUCE COMPANY, 1.0 FOOT WEST OF A
 GA1794'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE STREET,
 GA1794'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 GA1794'TO A DEPTH OF 24 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 GA1794'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1588 ***********************************************************************
 GC1588  DESIGNATION -  M 166
 GC1588  PID         -  GC1588
 GC1588  STATE/COUNTY-  TN/STEWART
 GC1588  USGS QUAD   -  STANDING ROCK (1986)
 GC1588
 GC1588                         *CURRENT SURVEY CONTROL
 GC1588  ___________________________________________________________________
 GC1588* NAD 83(1986)-  36 26 08.     (N)    087 58 11.     (W)     SCALED    
 GC1588* NAVD 88     -       121.195  (meters)     397.62   (feet)  ADJUSTED  
 GC1588  ___________________________________________________________________
 GC1588  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GC1588  DYNAMIC HT  -         121.095 (meters)     397.29  (feet)  COMP
 GC1588  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 GC1588
 GC1588  VERT ORDER  -  FIRST     CLASS II
 GC1588
 GC1588.The horizontal coordinates were scaled from a topographic map and have
 GC1588.an estimated accuracy of +/- 6 seconds.
 GC1588
 GC1588.The orthometric height was determined by differential leveling
 GC1588.and adjusted by the National Geodetic Survey in June 1991..
 GC1588
 GC1588.The geoid height was determined by GEOID03.
 GC1588
 GC1588.The dynamic height is computed by dividing the NAVD 88
 GC1588.geopotential number by the normal gravity value computed on the
 GC1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1588.degrees latitude (g = 980.6199 gals.).
 GC1588
 GC1588.The modeled gravity was interpolated from observed gravity values.
 GC1588
 GC1588;                    North         East    Units  Estimated Accuracy
 GC1588;SPC TN       -   235,020.      423,400.      MT  (+/- 180 meters Scaled)
 GC1588
 GC1588                          SUPERSEDED SURVEY CONTROL
 GC1588
 GC1588  NGVD 29 (??/??/92)  121.233  (m)          397.75   (f) ADJ UNCH    1 2
 GC1588
 GC1588.Superseded values are not recommended for survey control.
 GC1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1588.See file dsdata.txt to determine how the superseded data were derived.
 GC1588
 GC1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF130326(NAD 83)
 GC1588_MARKER: DB = BENCH MARK DISK
 GC1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1588_STAMPING: M 166 1947
 GC1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1588+STABILITY: SURFACE MOTION
 GC1588
 GC1588  HISTORY     - Date     Condition        Report By
 GC1588  HISTORY     - 1947     MONUMENTED       CGS
 GC1588  HISTORY     - 1972     MARK NOT FOUND   TVA
 GC1588
 GC1588                          STATION DESCRIPTION
 GC1588
 GC1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1588'11.6 MI W FROM DOVER.
 GC1588'9.7 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE AT
 GC1588'DOVER, THENCE ABOUT 1.9 MILES SOUTHEAST ALONG THE T.V.A ROAD
 GC1588'LEADING TO MC KINNON, ABOUT 0.5 MILE SOUTHEAST OF MULBERRY HILL
 GC1588'SCHOOL, IN THE NORTHEAST CORNER OF A FARMHOUSE YARD, 134 FEET
 GC1588'SOUTHEAST ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A BARN, 47
 GC1588'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WHITE FARMHOUSE,
 GC1588'29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHEAST
 GC1588'OF THE CORNER POST OF A GARDEN FENCE, 2 FEET EAST OF THE CORNER
 GC1588'POST OF THE YARD FENCE, IN LINE WITH THE EAST-AND-WEST YARD FENCE,
 GC1588'ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND IN THE TOP OF A CONCRETE
 GC1588'POST PROJECTING ABOUT 4 INCHES.
 GC1588
 GC1588                          STATION RECOVERY (1972)
 GC1588
 GC1588'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1616 ***********************************************************************
 GC1616  DESIGNATION -  M 167
 GC1616  PID         -  GC1616
 GC1616  STATE/COUNTY-  TN/HUMPHREYS
 GC1616  USGS QUAD   -  HALLS CREEK (1973)
 GC1616
 GC1616                         *CURRENT SURVEY CONTROL
 GC1616  ___________________________________________________________________
 GC1616* NAD 83(1986)-  36 13 23.     (N)    087 50 15.     (W)     SCALED    
 GC1616* NAVD 88     -       161.855  (meters)     531.02   (feet)  ADJUSTED  
 GC1616  ___________________________________________________________________
 GC1616  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1616  DYNAMIC HT  -         161.720 (meters)     530.58  (feet)  COMP
 GC1616  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 GC1616
 GC1616  VERT ORDER  -  FIRST     CLASS II
 GC1616
 GC1616.The horizontal coordinates were scaled from a topographic map and have
 GC1616.an estimated accuracy of +/- 6 seconds.
 GC1616
 GC1616.The orthometric height was determined by differential leveling
 GC1616.and adjusted by the National Geodetic Survey in June 1991..
 GC1616
 GC1616.The geoid height was determined by GEOID03.
 GC1616
 GC1616.The dynamic height is computed by dividing the NAVD 88
 GC1616.geopotential number by the normal gravity value computed on the
 GC1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1616.degrees latitude (g = 980.6199 gals.).
 GC1616
 GC1616.The modeled gravity was interpolated from observed gravity values.
 GC1616
 GC1616;                    North         East    Units  Estimated Accuracy
 GC1616;SPC TN       -   211,220.      434,810.      MT  (+/- 180 meters Scaled)
 GC1616
 GC1616                          SUPERSEDED SURVEY CONTROL
 GC1616
 GC1616  NGVD 29 (??/??/92)  161.889  (m)          531.13   (f) ADJ UNCH    1 2
 GC1616
 GC1616.Superseded values are not recommended for survey control.
 GC1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1616.See file dsdata.txt to determine how the superseded data were derived.
 GC1616
 GC1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF247090(NAD 83)
 GC1616_MARKER: DB = BENCH MARK DISK
 GC1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1616_STAMPING: M 167 1947
 GC1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1616+STABILITY: SURFACE MOTION
 GC1616
 GC1616  HISTORY     - Date     Condition        Report By
 GC1616  HISTORY     - 1947     MONUMENTED       CGS
 GC1616  HISTORY     - 1972     GOOD             TVA
 GC1616
 GC1616                          STATION DESCRIPTION
 GC1616
 GC1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1616'11.6 MI N FROM WAVERLY.
 GC1616'0.35 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE AT
 GC1616'WAVERLY, THENCE ABOUT 11.2 MILES NORTH ALONG THE GRAVEL ROAD
 GC1616'LEADING TO MC KINNON, ABOUT 0.1 MILE NORTHEAST AND 4.6 MILES
 GC1616'NORTH OF THE GENERAL STORE AT TRINITY, AT THE CHURCH OF CHRIST OF
 GC1616'LATTER-DAY SAINTS, 84 FEET NORTHEAST OF THE CENTER LINE OF THE
 GC1616'ROAD LEADING NORTHWEST TO NEW HOPE CHURCH, 40 FEET NORTHWEST OF
 GC1616'THE CENTER LINE OF THE NORTHEAST-AND-SOUTHWEST ROAD IN FRONT OF
 GC1616'THE CHURCH, 4.5 FEET SOUTHWEST OF THE SOUTH CORNER OF THE CHURCH,
 GC1616'ABOUT 1-1/2 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A
 GC1616'CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE-- 42 FT N 30 W OF
 GC1616'CENTERLINE OF NE-SW GRAVEL ROAD.  176 FT NSOE FROM CENTERLINE
 GC1616'CROSSROADS.  4.7 S 60 W FROM S CORNER OF CHURCH.  25.7 N 10 E
 GC1616'FROM 36 IN RED OAK.  62.7 N 7 SE FROM 18 IN BLACKGUM TREE.
 GC1616'STATION IS 3 IN UNDER SURFACE.
 GC1616
 GC1616                          STATION RECOVERY (1972)
 GC1616
 GC1616'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0242 ***********************************************************************
 GD0242  DESIGNATION -  M 168
 GD0242  PID         -  GD0242
 GD0242  STATE/COUNTY-  TN/BENTON
 GD0242  USGS QUAD   -  CAMDEN (1984)
 GD0242
 GD0242                         *CURRENT SURVEY CONTROL
 GD0242  ___________________________________________________________________
 GD0242* NAD 83(1986)-  36 01 37.     (N)    088 01 58.     (W)     SCALED    
 GD0242* NAVD 88     -       111.564  (meters)     366.02   (feet)  ADJUSTED  
 GD0242  ___________________________________________________________________
 GD0242  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD0242  DYNAMIC HT  -         111.469 (meters)     365.71  (feet)  COMP
 GD0242  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GD0242
 GD0242  VERT ORDER  -  FIRST     CLASS II
 GD0242
 GD0242.The horizontal coordinates were scaled from a topographic map and have
 GD0242.an estimated accuracy of +/- 6 seconds.
 GD0242
 GD0242.The orthometric height was determined by differential leveling
 GD0242.and adjusted by the National Geodetic Survey in June 1991..
 GD0242
 GD0242.The geoid height was determined by GEOID03.
 GD0242
 GD0242.The dynamic height is computed by dividing the NAVD 88
 GD0242.geopotential number by the normal gravity value computed on the
 GD0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0242.degrees latitude (g = 980.6199 gals.).
 GD0242
 GD0242.The modeled gravity was interpolated from observed gravity values.
 GD0242
 GD0242;                    North         East    Units  Estimated Accuracy
 GD0242;SPC TN       -   189,810.      416,800.      MT  (+/- 180 meters Scaled)
 GD0242
 GD0242                          SUPERSEDED SURVEY CONTROL
 GD0242
 GD0242  NGVD 29 (??/??/??)  111.596  (m)          366.13   (f) ADJUSTED    1 2
 GD0242
 GD0242.Superseded values are not recommended for survey control.
 GD0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0242.See file dsdata.txt to determine how the superseded data were derived.
 GD0242
 GD0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE069874(NAD 83)
 GD0242_MARKER: DB = BENCH MARK DISK
 GD0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0242_SP_SET: CULVERT
 GD0242_STAMPING: M 168 1947
 GD0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0242
 GD0242  HISTORY     - Date     Condition        Report By
 GD0242  HISTORY     - 1947     MONUMENTED       CGS
 GD0242  HISTORY     - 1969     GOOD             CGS
 GD0242  HISTORY     - 1971     GOOD             NGS
 GD0242
 GD0242                          STATION DESCRIPTION
 GD0242
 GD0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0242'3 MI W FROM NEW JOHNSONVILLE.
 GD0242'THE MARK IS ABOUT 3 MILES WEST ALONG THE OLD NASHVILLE,
 GD0242'CHATTANOOGA AND ST. LOUIS RAILROAD (THIS IS NOW THE LOUISVILLE
 GD0242'AND NASHVILLE RAILROAD) FROM THE STATION IN NEW JOHNSONVILLE.
 GD0242'IT IS 15 RAILS SOUTHEAST OF A CROSSING, 100 FEET WEST OF
 GD0242'TELEGRAPH POLE NO. C 29, 75 FEET SOUTH OF TELEGRAPH POLE NO.
 GD0242'3350, 42.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD,
 GD0242'1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN, AND IN THE WEST
 GD0242'END OF THE SOUTH HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT.  IT
 GD0242'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 GD0242'HEADWALL AND THE DISK IS STAMPED M 168 1947.
 GD0242
 GD0242                          STATION RECOVERY (1971)
 GD0242
 GD0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0112 ***********************************************************************
 FE0112  DESIGNATION -  M 169
 FE0112  PID         -  FE0112
 FE0112  STATE/COUNTY-  TN/DECATUR
 FE0112  USGS QUAD   -  JEANNETTE (1986)
 FE0112
 FE0112                         *CURRENT SURVEY CONTROL
 FE0112  ___________________________________________________________________
 FE0112* NAD 83(1986)-  35 38 10.     (N)    088 04 22.     (W)     SCALED    
 FE0112* NAVD 88     -       161.683  (meters)     530.46   (feet)  ADJUSTED  
 FE0112  ___________________________________________________________________
 FE0112  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FE0112  DYNAMIC HT  -         161.540 (meters)     529.99  (feet)  COMP
 FE0112  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 FE0112
 FE0112  VERT ORDER  -  FIRST     CLASS II
 FE0112
 FE0112.The horizontal coordinates were scaled from a topographic map and have
 FE0112.an estimated accuracy of +/- 6 seconds.
 FE0112
 FE0112.The orthometric height was determined by differential leveling
 FE0112.and adjusted by the National Geodetic Survey in June 1991..
 FE0112
 FE0112.The geoid height was determined by GEOID03.
 FE0112
 FE0112.The dynamic height is computed by dividing the NAVD 88
 FE0112.geopotential number by the normal gravity value computed on the
 FE0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0112.degrees latitude (g = 980.6199 gals.).
 FE0112
 FE0112.The modeled gravity was interpolated from observed gravity values.
 FE0112
 FE0112;                    North         East    Units  Estimated Accuracy
 FE0112;SPC TN       -   146,530.      412,280.      MT  (+/- 180 meters Scaled)
 FE0112
 FE0112                          SUPERSEDED SURVEY CONTROL
 FE0112
 FE0112  NGVD 29 (??/??/??)  161.696  (m)          530.50   (f) ADJUSTED    1 2
 FE0112
 FE0112.Superseded values are not recommended for survey control.
 FE0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0112.See file dsdata.txt to determine how the superseded data were derived.
 FE0112
 FE0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE028441(NAD 83)
 FE0112_MARKER: DD = SURVEY DISK
 FE0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0112_STAMPING: M 169 1947
 FE0112_MARK LOGO: TVA   
 FE0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0112+STABILITY: SURFACE MOTION
 FE0112
 FE0112  HISTORY     - Date     Condition        Report By
 FE0112  HISTORY     - 1947     MONUMENTED       TVA
 FE0112  HISTORY     - 1947     GOOD             CGS
 FE0112
 FE0112                          STATION DESCRIPTION
 FE0112
 FE0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0112'3.2 MI E FROM PARSONS.
 FE0112'3.25 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0112'OFFICE AT PARSONS, ABOUT 0.15 MILE WEST OF TAMMS SILCON CO.,
 FE0112'AT THE STARLIGHT CAFE AND CLUB, 85 FEET NORTHWEST OF THE SOUTHWEST
 FE0112'CORNER OF THE CAFE, 57 FEET SOUTHWEST OF THE SOUTH WEST CORNER
 FE0112'OF A CABIN, 83 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FE0112'9 FEET NORTHWEST OF A 10-INCH OAK TREE, 2 FEET EAST OF A WHITE
 FE0112'WOODEN WITNESS POST, 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP
 FE0112'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EH0187 ***********************************************************************
 EH0187  DESIGNATION -  M 17
 EH0187  PID         -  EH0187
 EH0187  STATE/COUNTY-  TN/SHELBY
 EH0187  USGS QUAD   -  HORN LAKE (1982)
 EH0187
 EH0187                         *CURRENT SURVEY CONTROL
 EH0187  ___________________________________________________________________
 EH0187* NAD 83(1986)-  34 59 49.     (N)    090 01 57.     (W)     SCALED    
 EH0187* NAVD 88     -        89.410  (meters)     293.34   (feet)  ADJUSTED  
 EH0187  ___________________________________________________________________
 EH0187  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EH0187  DYNAMIC HT  -          89.327 (meters)     293.07  (feet)  COMP
 EH0187  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 EH0187
 EH0187  VERT ORDER  -  SECOND    CLASS 0
 EH0187
 EH0187.The horizontal coordinates were scaled from a topographic map and have
 EH0187.an estimated accuracy of +/- 6 seconds.
 EH0187
 EH0187.The orthometric height was determined by differential leveling
 EH0187.and adjusted by the National Geodetic Survey in June 1991..
 EH0187
 EH0187.The geoid height was determined by GEOID03.
 EH0187
 EH0187.The dynamic height is computed by dividing the NAVD 88
 EH0187.geopotential number by the normal gravity value computed on the
 EH0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH0187.degrees latitude (g = 980.6199 gals.).
 EH0187
 EH0187.The modeled gravity was interpolated from observed gravity values.
 EH0187
 EH0187;                    North         East    Units  Estimated Accuracy
 EH0187;SPC TN       -    81,210.      231,950.      MT  (+/- 180 meters Scaled)
 EH0187
 EH0187                          SUPERSEDED SURVEY CONTROL
 EH0187
 EH0187  NGVD 29 (??/??/??)   89.378  (m)          293.23   (f) ADJUSTED    2 0
 EH0187
 EH0187.Superseded values are not recommended for survey control.
 EH0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0187.See file dsdata.txt to determine how the superseded data were derived.
 EH0187
 EH0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU708767(NAD 83)
 EH0187_MARKER: DB = BENCH MARK DISK
 EH0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EH0187_STAMPING: M 17 1934
 EH0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0187+STABILITY: SURFACE MOTION
 EH0187
 EH0187  HISTORY     - Date     Condition        Report By
 EH0187  HISTORY     - 1934     MONUMENTED       CGS
 EH0187  HISTORY     - 20030408 MARK NOT FOUND   USACE
 EH0187
 EH0187                          STATION DESCRIPTION
 EH0187
 EH0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EH0187'10.6 MI S FROM MEMPHIS.
 EH0187'10.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST
 EH0187'OFFICE AT MEMPHIS, 720 FEET NORTH OF THE TENNESSEE-MISSISSIPPI STATE
 EH0187'LINE, 72 FEET NORTHEAST OF THE WAITING STATION AT SCAIFE, AND 44 FEET
 EH0187'EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED M 17
 EH0187'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EH0187
 EH0187                          STATION RECOVERY (2003)
 EH0187
 EH0187'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 EH0187'ALL REFERENCES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1035 ***********************************************************************
 FD1035  DESIGNATION -  M 170
 FD1035  PID         -  FD1035
 FD1035  STATE/COUNTY-  TN/PERRY
 FD1035  USGS QUAD   -  CLIFTON (1972)
 FD1035
 FD1035                         *CURRENT SURVEY CONTROL
 FD1035  ___________________________________________________________________
 FD1035* NAD 83(1986)-  35 28 38.     (N)    087 56 36.     (W)     SCALED    
 FD1035* NAVD 88     -       142.632  (meters)     467.95   (feet)  ADJUSTED  
 FD1035  ___________________________________________________________________
 FD1035  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1035  DYNAMIC HT  -         142.501 (meters)     467.52  (feet)  COMP
 FD1035  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 FD1035
 FD1035  VERT ORDER  -  FIRST     CLASS II
 FD1035
 FD1035.The horizontal coordinates were scaled from a topographic map and have
 FD1035.an estimated accuracy of +/- 6 seconds.
 FD1035
 FD1035.The orthometric height was determined by differential leveling
 FD1035.and adjusted by the National Geodetic Survey in June 1991..
 FD1035
 FD1035.The geoid height was determined by GEOID03.
 FD1035
 FD1035.The dynamic height is computed by dividing the NAVD 88
 FD1035.geopotential number by the normal gravity value computed on the
 FD1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1035.degrees latitude (g = 980.6199 gals.).
 FD1035
 FD1035.The modeled gravity was interpolated from observed gravity values.
 FD1035
 FD1035;                    North         East    Units  Estimated Accuracy
 FD1035;SPC TN       -   128,670.      423,650.      MT  (+/- 180 meters Scaled)
 FD1035
 FD1035                          SUPERSEDED SURVEY CONTROL
 FD1035
 FD1035  NGVD 29 (??/??/92)  142.640  (m)          467.98   (f) ADJ UNCH    1 2
 FD1035
 FD1035.Superseded values are not recommended for survey control.
 FD1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1035.See file dsdata.txt to determine how the superseded data were derived.
 FD1035
 FD1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE144263(NAD 83)
 FD1035_MARKER: DB = BENCH MARK DISK
 FD1035_SETTING: 66 = SET IN ROCK OUTCROP
 FD1035_SP_SET: SET IN ROCK OUTCROP
 FD1035_STAMPING: M 170 1947
 FD1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1035+STABILITY: POSITION/ELEVATION WELL
 FD1035
 FD1035  HISTORY     - Date     Condition        Report By
 FD1035  HISTORY     - 1947     MONUMENTED       CGS
 FD1035  HISTORY     - 1950     GOOD             NGS
 FD1035
 FD1035                          STATION DESCRIPTION
 FD1035
 FD1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1035'9.3 MI NE FROM CLIFTON.
 FD1035'IN PERRY COUNTY, 9.3 MILES NORTHEAST ALONG THE LINDEN ROAD FROM
 FD1035'THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, AT THE INTERSECTION
 FD1035'OF AN EAST-AND-WEST ROAD (THE ROAD LEADS EAST TO PETERS LANDING),
 FD1035'100 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 62
 FD1035'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 26 FEET
 FD1035'SOUTHWEST OF A TRIANGULAR-BLAZED 18-INCH OAK TREE WITH THE TOP
 FD1035'BROKEN OFF, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 5
 FD1035'FEET WEST OF A STEEL POST WITH A CONTROL-MARKER SIGN, IN THE TOP
 FD1035'OF THE SOUTHWEST CORNER OF A PROJECTING LIMESTONE ROCK OUTCROP,
 FD1035'AND ABOUT 4 FEET ABOVE THE ROAD INTERSECTION.  A STANDARD DISK,
 FD1035'STAMPED M 170 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0277 ***********************************************************************
 FE0277  CBN         -  This is a Cooperative Base Network Control Station.
 FE0277  DESIGNATION -  M 171
 FE0277  PID         -  FE0277
 FE0277  STATE/COUNTY-  TN/HARDIN
 FE0277  USGS QUAD   -  COUNCE (1984)
 FE0277
 FE0277                         *CURRENT SURVEY CONTROL
 FE0277  ___________________________________________________________________
 FE0277* NAD 83(1995)-  35 03 59.48968(N)    088 14 51.25357(W)     ADJUSTED  
 FE0277* NAVD 88     -       128.633  (meters)     422.02   (feet)  ADJUSTED  
 FE0277  ___________________________________________________________________
 FE0277  X           -     159,824.117 (meters)                     COMP
 FE0277  Y           -  -5,223,828.604 (meters)                     COMP
 FE0277  Z           -   3,643,968.218 (meters)                     COMP
 FE0277  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FE0277  ELLIP HEIGHT-         101.19  (meters)          (08/03/04) GPS OBS
 FE0277  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE0277  DYNAMIC HT  -         128.515 (meters)     421.64  (feet)  COMP
 FE0277  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FE0277
 FE0277  HORZ ORDER  -  A
 FE0277  VERT ORDER  -  FIRST     CLASS II
 FE0277  ELLP ORDER  -  FOURTH    CLASS I
 FE0277
 FE0277.The horizontal coordinates were established by GPS observations
 FE0277.and adjusted by the National Geodetic Survey in August 2004..
 FE0277
 FE0277.The orthometric height was determined by differential leveling
 FE0277.and adjusted by the National Geodetic Survey in June 1991..
 FE0277
 FE0277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE0277
 FE0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0277
 FE0277.The ellipsoidal height was determined by GPS observations
 FE0277.and is referenced to NAD 83.
 FE0277
 FE0277.The geoid height was determined by GEOID03.
 FE0277
 FE0277.The dynamic height is computed by dividing the NAVD 88
 FE0277.geopotential number by the normal gravity value computed on the
 FE0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0277.degrees latitude (g = 980.6199 gals.).
 FE0277
 FE0277.The modeled gravity was interpolated from observed gravity values.
 FE0277
 FE0277;                    North         East     Units Scale Factor Converg.
 FE0277;SPC TN       -    83,702.867   394,999.949   MT  1.00003744   -1 18 56.9
 FE0277;SPC TN       -   274,615.16  1,295,929.00   sFT  1.00003744   -1 18 56.9
 FE0277;UTM  16      - 3,881,132.054   386,246.266   MT  0.99975948   -0 43 00.6
 FE0277
 FE0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0277!SPC TN       -   0.99998412  x   1.00003744  =   1.00002156
 FE0277!UTM  16      -   0.99998412  x   0.99975948  =   0.99974360
 FE0277
 FE0277                          SUPERSEDED SURVEY CONTROL
 FE0277
 FE0277  NAVD 88 (08/03/04)  128.63   (m)          422.0    (f) LEVELING    3  
 FE0277  NGVD 29 (??/??/??)  128.643  (m)          422.06   (f) ADJUSTED    1 2
 FE0277
 FE0277.Superseded values are not recommended for survey control.
 FE0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0277.See file dsdata.txt to determine how the superseded data were derived.
 FE0277
 FE0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD8624681132(NAD 83)
 FE0277_MARKER: DB = BENCH MARK DISK
 FE0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0277_STAMPING: M 171 1947
 FE0277_MARK LOGO: CGS   
 FE0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0277+STABILITY: SURFACE MOTION
 FE0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE0277+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FE0277
 FE0277  HISTORY     - Date     Condition        Report By
 FE0277  HISTORY     - 1947     MONUMENTED       CGS
 FE0277  HISTORY     - 1972     GOOD             TVA
 FE0277  HISTORY     - 20031010 GOOD             TNDT
 FE0277
 FE0277                          STATION DESCRIPTION
 FE0277
 FE0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0277'AT PICKWICK DAM.
 FE0277'AT PICKWICK DAM, SET IN THE TOP OF THE CONCRETE FLOOR AT THE
 FE0277'NORTHWEST CORNER OF THE UPPER LOCK CONCRETE GAGE HOUSE, 1 FOOT
 FE0277'NORTH OF THE NORTHWEST CORNER OF THE CONCRETE GAGE HOUSE, AT THE
 FE0277'EXTREME EAST END OF SOUTH LOCKWALL.  NOTE- GAUGE HOUSE HAS BEEN
 FE0277'REMOVED.
 FE0277
 FE0277                          STATION RECOVERY (1972)
 FE0277
 FE0277'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0277'RECOVERED IN GOOD CONDITION.
 FE0277
 FE0277                          STATION RECOVERY (2003)
 FE0277
 FE0277'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE0277'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1341 ***********************************************************************
 GC1341  DESIGNATION -  M 172
 GC1341  PID         -  GC1341
 GC1341  STATE/COUNTY-  TN/DICKSON
 GC1341  USGS QUAD   -  WHITE BLUFF (1983)
 GC1341
 GC1341                         *CURRENT SURVEY CONTROL
 GC1341  ___________________________________________________________________
 GC1341* NAD 83(1986)-  36 05 57.     (N)    087 14 52.     (W)     SCALED    
 GC1341* NAVD 88     -       252.632  (meters)     828.84   (feet)  ADJUSTED  
 GC1341  ___________________________________________________________________
 GC1341  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC1341  DYNAMIC HT  -         252.412 (meters)     828.12  (feet)  COMP
 GC1341  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 GC1341
 GC1341  VERT ORDER  -  FIRST     CLASS II
 GC1341
 GC1341.The horizontal coordinates were scaled from a topographic map and have
 GC1341.an estimated accuracy of +/- 6 seconds.
 GC1341
 GC1341.The orthometric height was determined by differential leveling
 GC1341.and adjusted by the National Geodetic Survey in June 1991..
 GC1341
 GC1341.The geoid height was determined by GEOID03.
 GC1341
 GC1341.The dynamic height is computed by dividing the NAVD 88
 GC1341.geopotential number by the normal gravity value computed on the
 GC1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1341.degrees latitude (g = 980.6199 gals.).
 GC1341
 GC1341.The modeled gravity was interpolated from observed gravity values.
 GC1341
 GC1341;                    North         East    Units  Estimated Accuracy
 GC1341;SPC TN       -   196,640.      487,640.      MT  (+/- 180 meters Scaled)
 GC1341
 GC1341                          SUPERSEDED SURVEY CONTROL
 GC1341
 GC1341  NGVD 29 (??/??/92)  252.629  (m)          828.83   (f) ADJ UNCH    1 2
 GC1341
 GC1341.Superseded values are not recommended for survey control.
 GC1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1341.See file dsdata.txt to determine how the superseded data were derived.
 GC1341
 GC1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE776949(NAD 83)
 GC1341_MARKER: DB = BENCH MARK DISK
 GC1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1341_SP_SET: CULVERT
 GC1341_STAMPING: M 172 1948
 GC1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1341
 GC1341  HISTORY     - Date     Condition        Report By
 GC1341  HISTORY     - 1948     MONUMENTED       CGS
 GC1341
 GC1341                          STATION DESCRIPTION
 GC1341
 GC1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1341'1.8 MI W FROM WHITE BLUFF.
 GC1341'1.75 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1341'RAILWAY FROM THE STATION AT WHITE BLUFF, IN THE SOUTH ANGLE
 GC1341'OF A ROAD CROSSING NEAR POLE 31+35, OPPOSITE POLE NO. 31+36,
 GC1341'20.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 35 FEET
 GC1341'SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 GC1341'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 16-INCH
 GC1341'CONCRETE PIPE CULVERT UNDER THE TRACK AND ABOUT 4 FEET BELOW THE
 GC1341'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1563 ***********************************************************************
 GC1563  DESIGNATION -  M 173
 GC1563  PID         -  GC1563
 GC1563  STATE/COUNTY-  TN/HUMPHREYS
 GC1563  USGS QUAD   -  WAVERLY (1987)
 GC1563
 GC1563                         *CURRENT SURVEY CONTROL
 GC1563  ___________________________________________________________________
 GC1563* NAD 83(1986)-  36 04 46.     (N)    087 51 29.     (W)     SCALED    
 GC1563* NAVD 88     -       135.413  (meters)     444.27   (feet)  ADJUSTED  
 GC1563  ___________________________________________________________________
 GC1563  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1563  DYNAMIC HT  -         135.297 (meters)     443.89  (feet)  COMP
 GC1563  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GC1563
 GC1563  VERT ORDER  -  FIRST     CLASS II
 GC1563
 GC1563.The horizontal coordinates were scaled from a topographic map and have
 GC1563.an estimated accuracy of +/- 6 seconds.
 GC1563
 GC1563.The orthometric height was determined by differential leveling
 GC1563.and adjusted by the National Geodetic Survey in June 1991..
 GC1563
 GC1563.The geoid height was determined by GEOID03.
 GC1563
 GC1563.The dynamic height is computed by dividing the NAVD 88
 GC1563.geopotential number by the normal gravity value computed on the
 GC1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1563.degrees latitude (g = 980.6199 gals.).
 GC1563
 GC1563.The modeled gravity was interpolated from observed gravity values.
 GC1563
 GC1563;                    North         East    Units  Estimated Accuracy
 GC1563;SPC TN       -   195,320.      432,660.      MT  (+/- 180 meters Scaled)
 GC1563
 GC1563                          SUPERSEDED SURVEY CONTROL
 GC1563
 GC1563  NGVD 29 (??/??/92)  135.445  (m)          444.37   (f) ADJ UNCH    1 2
 GC1563
 GC1563.Superseded values are not recommended for survey control.
 GC1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1563.See file dsdata.txt to determine how the superseded data were derived.
 GC1563
 GC1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE227931(NAD 83)
 GC1563_MARKER: DB = BENCH MARK DISK
 GC1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1563_STAMPING: M 173 1948
 GC1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1563+STABILITY: SURFACE MOTION
 GC1563
 GC1563  HISTORY     - Date     Condition        Report By
 GC1563  HISTORY     - 1948     MONUMENTED       CGS
 GC1563
 GC1563                          STATION DESCRIPTION
 GC1563
 GC1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1563'3.8 MI W FROM WAVERLY.
 GC1563'3.6 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE COURT HOUSE AT
 GC1563'WAVERLY, THENCE ABOUT 1/4 MILE NORTH ACROSS THE WAVERLY AIRPORT,
 GC1563'AT THE NORTH BOUNDARY FENCE (PROPOSED) OF THE WAVERLY AIRPORT,
 GC1563'ABOUT 35 FEET EAST OF THE CENTER LINE OF A DIM ROAD, AND SET IN
 GC1563'THE TOP OF A CONCRETE POST.  NOTE-- FIELD IS NOW UNDER
 GC1563'CONSTRUCTION SO THAT DESCRIPTION WRITTEN AT THIS DATE IS VOID FOR
 GC1563'FUTURE REFERENCES.  DETAILED DESCRIPTION TO BE FURNISHED UPON
 GC1563'END OF CONSTRUCTION BY THE C.A.A. ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0311 ***********************************************************************
 GD0311  DESIGNATION -  M 174
 GD0311  PID         -  GD0311
 GD0311  STATE/COUNTY-  TN/WEAKLEY
 GD0311  USGS QUAD   -  MC CONNELL (1983)
 GD0311
 GD0311                         *CURRENT SURVEY CONTROL
 GD0311  ___________________________________________________________________
 GD0311* NAD 83(1986)-  36 23 48.     (N)    088 51 09.     (W)     SCALED    
 GD0311* NAVD 88     -       100.182  (meters)     328.68   (feet)  ADJUSTED  
 GD0311  ___________________________________________________________________
 GD0311  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD0311  DYNAMIC HT  -         100.102 (meters)     328.42  (feet)  COMP
 GD0311  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 GD0311
 GD0311  VERT ORDER  -  FIRST     CLASS II
 GD0311
 GD0311.The horizontal coordinates were scaled from a topographic map and have
 GD0311.an estimated accuracy of +/- 6 seconds.
 GD0311
 GD0311.The orthometric height was determined by differential leveling
 GD0311.and adjusted by the National Geodetic Survey in June 1991..
 GD0311
 GD0311.The geoid height was determined by GEOID03.
 GD0311
 GD0311.The dynamic height is computed by dividing the NAVD 88
 GD0311.geopotential number by the normal gravity value computed on the
 GD0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0311.degrees latitude (g = 980.6199 gals.).
 GD0311
 GD0311.The modeled gravity was interpolated from observed gravity values.
 GD0311
 GD0311;                    North         East    Units  Estimated Accuracy
 GD0311;SPC TN       -   232,660.      344,140.      MT  (+/- 180 meters Scaled)
 GD0311
 GD0311                          SUPERSEDED SURVEY CONTROL
 GD0311
 GD0311  NGVD 29 (??/??/??)  100.183  (m)          328.68   (f) ADJUSTED    1 2
 GD0311
 GD0311.Superseded values are not recommended for survey control.
 GD0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0311.See file dsdata.txt to determine how the superseded data were derived.
 GD0311
 GD0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF338295(NAD 83)
 GD0311_MARKER: DB = BENCH MARK DISK
 GD0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0311_STAMPING: M 174 1948
 GD0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0311+STABILITY: SURFACE MOTION
 GD0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0311+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0311
 GD0311  HISTORY     - Date     Condition        Report By
 GD0311  HISTORY     - 1948     MONUMENTED       CGS
 GD0311  HISTORY     - 1967     GOOD             CGS
 GD0311  HISTORY     - 20020820 GOOD             USACE
 GD0311
 GD0311                          STATION DESCRIPTION
 GD0311
 GD0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0311'3.6 MI N FROM MARTIN.
 GD0311'ABOUT 3.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0311'THE UNION STATION AT MARTIN, ABOUT 110 YARDS NORTH OF MILE POST
 GD0311'C 414, ABOUT 95 YARDS EAST AND ACROSS TRACK FROM U.S. HIGHWAY
 GD0311'45E, AT A PUBLIC GRAVEL ROAD CROSSING, 100 FEET EAST OF THE EAST
 GD0311'RAIL, 24 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 52.5
 GD0311'FEET EAST OF THE FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE,
 GD0311'2 FEET EAST OF A WHITE WOODEN WITNESS POST, 3.5 FEET BELOW THE
 GD0311'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GD0311'NOTE-- THIS MARK IS NOW 0.7 OF A FOOT S OF A METAL WITNESS POST
 GD0311'AND SIGN.
 GD0311
 GD0311                          STATION RECOVERY (1967)
 GD0311
 GD0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0311'RECOVERED IN GOOD CONDITION.
 GD0311
 GD0311                          STATION RECOVERY (2002)
 GD0311
 GD0311'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0691 ***********************************************************************
 FE0691  DESIGNATION -  M 174
 FE0691  PID         -  FE0691
 FE0691  STATE/COUNTY-  TN/GIBSON
 FE0691  USGS QUAD   -  ATWOOD (1983)
 FE0691
 FE0691                         *CURRENT SURVEY CONTROL
 FE0691  ___________________________________________________________________
 FE0691* NAD 83(1986)-  35 57 22.     (N)    088 44 23.     (W)     SCALED    
 FE0691* NAVD 88     -       112.279  (meters)     368.37   (feet)  ADJUSTED  
 FE0691  ___________________________________________________________________
 FE0691  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE0691  DYNAMIC HT  -         112.182 (meters)     368.05  (feet)  COMP
 FE0691  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 FE0691
 FE0691  VERT ORDER  -  FIRST     CLASS II
 FE0691
 FE0691.The horizontal coordinates were scaled from a topographic map and have
 FE0691.an estimated accuracy of +/- 6 seconds.
 FE0691
 FE0691.The orthometric height was determined by differential leveling
 FE0691.and adjusted by the National Geodetic Survey in June 1991..
 FE0691
 FE0691.The geoid height was determined by GEOID03.
 FE0691
 FE0691.The dynamic height is computed by dividing the NAVD 88
 FE0691.geopotential number by the normal gravity value computed on the
 FE0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0691.degrees latitude (g = 980.6199 gals.).
 FE0691
 FE0691.The modeled gravity was interpolated from observed gravity values.
 FE0691
 FE0691;                    North         East    Units  Estimated Accuracy
 FE0691;SPC TN       -   183,510.      352,880.      MT  (+/- 180 meters Scaled)
 FE0691
 FE0691                          SUPERSEDED SURVEY CONTROL
 FE0691
 FE0691  NGVD 29 (??/??/??)  112.334  (m)          368.55   (f) ADJUSTED    1 2
 FE0691
 FE0691.Superseded values are not recommended for survey control.
 FE0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0691.See file dsdata.txt to determine how the superseded data were derived.
 FE0691
 FE0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE431804(NAD 83)
 FE0691_MARKER: DB = BENCH MARK DISK
 FE0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0691_STAMPING: M 174 1948
 FE0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0691+STABILITY: SURFACE MOTION
 FE0691
 FE0691  HISTORY     - Date     Condition        Report By
 FE0691  HISTORY     - 1948     MONUMENTED       CGS
 FE0691  HISTORY     - 20020909 MARK NOT FOUND   USACE
 FE0691
 FE0691                          STATION DESCRIPTION
 FE0691
 FE0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0691'2.8 MI N FROM MILAN.
 FE0691'ABOUT 0.55 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 FE0691'RAILROAD FROM THE STATION AT MILAN, THENCE ABOUT 2.2 MILES
 FE0691'NORTH ALONG A GRAVEL ROAD, AT THE EAST SIDE OF THE MILAN MUNICIPAL
 FE0691'AIRPORT, 130 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 FE0691'3.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A TIN HANGAR
 FE0691'BUILDING, 21 FEET SOUTH OF THE CENTER LINE OF A DRIVE WAY TO
 FE0691'THE HANGAR, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FE0691'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FE0691'PROJECTING 4 INCHES.
 FE0691
 FE0691                          STATION RECOVERY (2002)
 FE0691
 FE0691'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0691'SUSPECTED DESTROYED, OLD AIRFIELD NOW ABANDONED AND CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1223 ***********************************************************************
 FD1223  DESIGNATION -  M 175
 FD1223  PID         -  FD1223
 FD1223  STATE/COUNTY-  TN/LEWIS
 FD1223  USGS QUAD   -  HOHENWALD (1991)
 FD1223
 FD1223                         *CURRENT SURVEY CONTROL
 FD1223  ___________________________________________________________________
 FD1223* NAD 83(1986)-  35 33 04.     (N)    087 37 01.     (W)     SCALED    
 FD1223* NAVD 88     -       289.168  (meters)     948.71   (feet)  ADJUSTED  
 FD1223  ___________________________________________________________________
 FD1223  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FD1223  DYNAMIC HT  -         288.899 (meters)     947.83  (feet)  COMP
 FD1223  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 FD1223
 FD1223  VERT ORDER  -  FIRST     CLASS II
 FD1223
 FD1223.The horizontal coordinates were scaled from a topographic map and have
 FD1223.an estimated accuracy of +/- 6 seconds.
 FD1223
 FD1223.The orthometric height was determined by differential leveling
 FD1223.and adjusted by the National Geodetic Survey in June 1991..
 FD1223
 FD1223.The geoid height was determined by GEOID03.
 FD1223
 FD1223.The dynamic height is computed by dividing the NAVD 88
 FD1223.geopotential number by the normal gravity value computed on the
 FD1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1223.degrees latitude (g = 980.6199 gals.).
 FD1223
 FD1223.The modeled gravity was interpolated from observed gravity values.
 FD1223
 FD1223;                    North         East    Units  Estimated Accuracy
 FD1223;SPC TN       -   136,320.      453,400.      MT  (+/- 180 meters Scaled)
 FD1223
 FD1223                          SUPERSEDED SURVEY CONTROL
 FD1223
 FD1223  NGVD 29 (??/??/92)  289.145  (m)          948.64   (f) ADJ UNCH    1 2
 FD1223
 FD1223.Superseded values are not recommended for survey control.
 FD1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1223.See file dsdata.txt to determine how the superseded data were derived.
 FD1223
 FD1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE440343(NAD 83)
 FD1223_MARKER: DB = BENCH MARK DISK
 FD1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1223_STAMPING: M 175 1949
 FD1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1223+STABILITY: SURFACE MOTION
 FD1223
 FD1223  HISTORY     - Date     Condition        Report By
 FD1223  HISTORY     - 1949     MONUMENTED       CGS
 FD1223  HISTORY     - 1953     GOOD             NGS
 FD1223
 FD1223                          STATION DESCRIPTION
 FD1223
 FD1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1223'3.8 MI W FROM HOHENWALD.
 FD1223'ABOUT 3.75 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1223'NATIONAL BANK AT HOHENWALD, ABOUT 0.5 MILE WEST OF THE JUNCTION
 FD1223'OF A GRAVEL ROAD SOUTH ABOUT 0.4 MILE EAST OF THE JUNCTION OF A
 FD1223'ROAD SOUTH, AT THE EAST END OF A SHORT EAST-WEST TANGENT IN
 FD1223'HIGHWAY, ABOUT 110 YARDS EAST OF THE TOP OF A GENTLE GRADE, 50
 FD1223'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET WEST OF THE
 FD1223'1ST POWER POLE WEST OF THE EAST END OF THE EAST-WEST TANGENT,
 FD1223'2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 FD1223'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FD1223'INCHES.
 FD1223
 FD1223                          STATION RECOVERY (1953)
 FD1223
 FD1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0290 ***********************************************************************
 GD0290  DESIGNATION -  M 177
 GD0290  PID         -  GD0290
 GD0290  STATE/COUNTY-  TN/WEAKLEY
 GD0290  USGS QUAD   -  DRESDEN (1981)
 GD0290
 GD0290                         *CURRENT SURVEY CONTROL
 GD0290  ___________________________________________________________________
 GD0290* NAD 83(1986)-  36 17 30.     (N)    088 41 00.     (W)     SCALED    
 GD0290* NAVD 88     -       145.126  (meters)     476.13   (feet)  ADJUSTED  
 GD0290  ___________________________________________________________________
 GD0290  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0290  DYNAMIC HT  -         145.006 (meters)     475.74  (feet)  COMP
 GD0290  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 GD0290
 GD0290  VERT ORDER  -  FIRST     CLASS II
 GD0290
 GD0290.The horizontal coordinates were scaled from a topographic map and have
 GD0290.an estimated accuracy of +/- 6 seconds.
 GD0290
 GD0290.The orthometric height was determined by differential leveling
 GD0290.and adjusted by the National Geodetic Survey in June 1991..
 GD0290
 GD0290.The geoid height was determined by GEOID03.
 GD0290
 GD0290.The dynamic height is computed by dividing the NAVD 88
 GD0290.geopotential number by the normal gravity value computed on the
 GD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0290.degrees latitude (g = 980.6199 gals.).
 GD0290
 GD0290.The modeled gravity was interpolated from observed gravity values.
 GD0290
 GD0290;                    North         East    Units  Estimated Accuracy
 GD0290;SPC TN       -   220,580.      358,990.      MT  (+/- 180 meters Scaled)
 GD0290
 GD0290                          SUPERSEDED SURVEY CONTROL
 GD0290
 GD0290  NGVD 29 (??/??/??)  145.150  (m)          476.21   (f) ADJUSTED    1 2
 GD0290
 GD0290.Superseded values are not recommended for survey control.
 GD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0290.See file dsdata.txt to determine how the superseded data were derived.
 GD0290
 GD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF488176(NAD 83)
 GD0290_MARKER: DB = BENCH MARK DISK
 GD0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0290_STAMPING: M 177 1949
 GD0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0290+STABILITY: SURFACE MOTION
 GD0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0290+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 GD0290
 GD0290  HISTORY     - Date     Condition        Report By
 GD0290  HISTORY     - 1949     MONUMENTED       CGS
 GD0290  HISTORY     - 1967     GOOD             CGS
 GD0290  HISTORY     - 20020827 GOOD             USACE
 GD0290
 GD0290                          STATION DESCRIPTION
 GD0290
 GD0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0290'1.4 MI E FROM DRESDEN.
 GD0290'THE MARK IS LOCATED IN THE YARD OF MR. R.C. STEPHENSON ABOUT
 GD0290'1.4 MILES EAST ALONG STATE ROUTE 54 FROM THE WEAKLEY COUNTY
 GD0290'COURTHOUSE IN DRESDEN, AND ABOUT 1.0 MILE EAST OF THE JUNCTION
 GD0290'OF STATE ROUTE 89 LEADING NORTHEAST.  IT IS ABOUT 105 YARDS
 GD0290'WEST OF THE DRIVE LEADING INTO THE MASCO FEED COMPANY, 150 FEET
 GD0290'WEST OF THE CENTER OF THE NORTH END OF A 28-INCH CONCRETE CULVERT,
 GD0290'124 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 50 FEET
 GD0290'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 54, 6.5 FEET WEST
 GD0290'OF THE APPROXIMATE CENTER OF THE EAST DRIVE LEADING INTO THE
 GD0290'STEPHENSON HOME, AND 0.6 OF A FOOT NORTH OF THE WEST GATE POST
 GD0290'OF THE EAST DRIVE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD0290'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE
 GD0290'DISK IS STAMPED M 177 1949.
 GD0290
 GD0290                          STATION RECOVERY (2002)
 GD0290
 GD0290'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0201 ***********************************************************************
 FD0201  DESIGNATION -  M 178
 FD0201  PID         -  FD0201
 FD0201  STATE/COUNTY-  TN/FRANKLIN
 FD0201  USGS QUAD   -  BEANS CREEK (1975)
 FD0201
 FD0201                         *CURRENT SURVEY CONTROL
 FD0201  ___________________________________________________________________
 FD0201* NAD 83(1986)-  35 06 50.     (N)    086 12 21.     (W)     SCALED    
 FD0201* NAVD 88     -       290.580  (meters)     953.34   (feet)  ADJUSTED  
 FD0201  ___________________________________________________________________
 FD0201  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FD0201  DYNAMIC HT  -         290.294 (meters)     952.41  (feet)  COMP
 FD0201  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 FD0201
 FD0201  VERT ORDER  -  FIRST     CLASS II
 FD0201
 FD0201.The horizontal coordinates were scaled from a topographic map and have
 FD0201.an estimated accuracy of +/- 6 seconds.
 FD0201
 FD0201.The orthometric height was determined by differential leveling
 FD0201.and adjusted by the National Geodetic Survey in June 1991..
 FD0201
 FD0201.The geoid height was determined by GEOID03.
 FD0201
 FD0201.The dynamic height is computed by dividing the NAVD 88
 FD0201.geopotential number by the normal gravity value computed on the
 FD0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0201.degrees latitude (g = 980.6199 gals.).
 FD0201
 FD0201.The modeled gravity was interpolated from observed gravity values.
 FD0201
 FD0201;                    North         East    Units  Estimated Accuracy
 FD0201;SPC TN       -    86,620.      581,240.      MT  (+/- 180 meters Scaled)
 FD0201
 FD0201                          SUPERSEDED SURVEY CONTROL
 FD0201
 FD0201  NGVD 29 (??/??/92)  290.546  (m)          953.23   (f) ADJ UNCH    1 2
 FD0201
 FD0201.Superseded values are not recommended for survey control.
 FD0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0201.See file dsdata.txt to determine how the superseded data were derived.
 FD0201
 FD0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED723859(NAD 83)
 FD0201_MARKER: DB = BENCH MARK DISK
 FD0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0201_STAMPING: M 178 1949
 FD0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0201+STABILITY: SURFACE MOTION
 FD0201
 FD0201  HISTORY     - Date     Condition        Report By
 FD0201  HISTORY     - 1949     MONUMENTED       CGS
 FD0201
 FD0201                          STATION DESCRIPTION
 FD0201
 FD0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0201'1.8 MI NE FROM MAXWELL.
 FD0201'1.8 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0201'LOUIS RAILWAY FROM THE STATION AT MAXWELL, AT A ROAD CROSSING
 FD0201'LEADING FROM U.S. HIGHWAY 64 TO THE CUMBERLAND PRESBYTERIAN
 FD0201'CHURCH, 48 FEET EAST OF THE CENTER OF THE CROSSING, 34 FEET
 FD0201'NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 31 FEET
 FD0201'EAST OF THE NORTHEAST END OF A 16-INCH PIPE CULVERT UNDER ROAD
 FD0201'SOUTHEAST, 27 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7 FEET
 FD0201'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 35 FEET SOUTH-SOUTHWEST OF
 FD0201'POLE NO. 10/4, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FD0201'POST, 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 FD0201'POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 1.1 MILES
 FD0201'SOUTHWEST OF THE STATION AND CROSSING OF U.S. HIGHWAY 64 AT
 FD0201'BELVIDERE, FRANKLIN COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0171 ***********************************************************************
 FD0171  CBN         -  This is a Cooperative Base Network Control Station.
 FD0171  DESIGNATION -  M 179
 FD0171  PID         -  FD0171
 FD0171  STATE/COUNTY-  TN/LINCOLN
 FD0171  USGS QUAD   -  MULBERRY (1972)
 FD0171
 FD0171                         *CURRENT SURVEY CONTROL
 FD0171  ___________________________________________________________________
 FD0171* NAD 83(1995)-  35 08 52.88649(N)    086 29 30.61616(W)     ADJUSTED  
 FD0171* NAVD 88     -       222.024  (meters)     728.42   (feet)  ADJUSTED  
 FD0171  ___________________________________________________________________
 FD0171  X           -     319,485.904 (meters)                     COMP
 FD0171  Y           -  -5,211,364.792 (meters)                     COMP
 FD0171  Z           -   3,651,418.555 (meters)                     COMP
 FD0171  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 FD0171  ELLIP HEIGHT-         193.95  (meters)          (08/03/04) GPS OBS
 FD0171  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD0171  DYNAMIC HT  -         221.817 (meters)     727.74  (feet)  COMP
 FD0171  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 FD0171
 FD0171  HORZ ORDER  -  A
 FD0171  VERT ORDER  -  FIRST     CLASS II
 FD0171  ELLP ORDER  -  FOURTH    CLASS I
 FD0171
 FD0171.The horizontal coordinates were established by GPS observations
 FD0171.and adjusted by the National Geodetic Survey in August 2004..
 FD0171
 FD0171.The orthometric height was determined by differential leveling
 FD0171.and adjusted by the National Geodetic Survey in June 1991..
 FD0171
 FD0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD0171
 FD0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0171
 FD0171.The ellipsoidal height was determined by GPS observations
 FD0171.and is referenced to NAD 83.
 FD0171
 FD0171.The geoid height was determined by GEOID03.
 FD0171
 FD0171.The dynamic height is computed by dividing the NAVD 88
 FD0171.geopotential number by the normal gravity value computed on the
 FD0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0171.degrees latitude (g = 980.6199 gals.).
 FD0171
 FD0171.The modeled gravity was interpolated from observed gravity values.
 FD0171
 FD0171;                    North         East     Units Scale Factor Converg.
 FD0171;SPC TN       -    90,503.410   555,181.344   MT  1.00001956   -0 17 16.6
 FD0171;SPC TN       -   296,926.60  1,821,457.46   sFT  1.00001956   -0 17 16.6
 FD0171;UTM  16      - 3,889,576.737   546,287.184   MT  0.99962640   +0 17 33.2
 FD0171
 FD0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0171!SPC TN       -   0.99996956  x   1.00001956  =   0.99998912
 FD0171!UTM  16      -   0.99996956  x   0.99962640  =   0.99959597
 FD0171
 FD0171                          SUPERSEDED SURVEY CONTROL
 FD0171
 FD0171  NAVD 88 (08/03/04)  222.02   (m)          728.4    (f) LEVELING    3  
 FD0171  NGVD 29 (??/??/92)  222.003  (m)          728.35   (f) ADJ UNCH    1 2
 FD0171
 FD0171.Superseded values are not recommended for survey control.
 FD0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0171.See file dsdata.txt to determine how the superseded data were derived.
 FD0171
 FD0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4628789577(NAD 83)
 FD0171_MARKER: DB = BENCH MARK DISK
 FD0171_SETTING: 66 = SET IN ROCK OUTCROP
 FD0171_SP_SET: ROCK OUTCROP
 FD0171_STAMPING: M 179 1949
 FD0171_MARK LOGO: CGS   
 FD0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0171+STABILITY: POSITION/ELEVATION WELL
 FD0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0171+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD0171
 FD0171  HISTORY     - Date     Condition        Report By
 FD0171  HISTORY     - 1949     MONUMENTED       CGS
 FD0171  HISTORY     - 20010812 GOOD             TNDT
 FD0171  HISTORY     - 20031010 GOOD             TNDT
 FD0171
 FD0171                          STATION DESCRIPTION
 FD0171
 FD0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0171'2.1 MI NW FROM KELSO.
 FD0171'2.1 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0171'LOUIS RAILWAY FROM THE STATION AT KELSO, ABOUT 0.75 MILE NORTHWEST
 FD0171'OF THE BRIDGE OVER ELK RIVER, AT A PRIVATE ROAD CROSSING, 92
 FD0171'FEET NORTHWEST OF THE CENTER OF THE CROSSING, 105 FEET
 FD0171'EAST-SOUTHEAST AND ACROSS THE TRACK FROM MILE POST 34, 48.8
 FD0171'FEET SOUTHWEST OF THE WEST CORNER OF A LARGE METAL COVERED
 FD0171'WAREHOUSE, 23 FEET WEST OF TELEPHONE POLE NO. 23/24, 11 1/2
 FD0171'FEET NORTH-NORTHEAST OF THE NEAR RAIL, SET IN THE TOP OF A
 FD0171'LARGE ROCK OUTCROP, 1 1/2 FEET
 FD0171'NORTH OF THE SOUTH EDGE OF THE ROCK AND ABOUT 1 FOOT ABOVE THE
 FD0171'TRACK.
 FD0171
 FD0171                          STATION RECOVERY (2001)
 FD0171
 FD0171'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0171'RECOVERED IN GOOD CONDITION.
 FD0171
 FD0171                          STATION RECOVERY (2003)
 FD0171
 FD0171'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD0171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0312 ***********************************************************************
 FD0312  DESIGNATION -  M 180
 FD0312  PID         -  FD0312
 FD0312  STATE/COUNTY-  TN/MARSHALL
 FD0312  USGS QUAD   -  BELFAST (1982)
 FD0312
 FD0312                         *CURRENT SURVEY CONTROL
 FD0312  ___________________________________________________________________
 FD0312* NAD 83(1986)-  35 23 01.     (N)    086 40 44.     (W)     SCALED    
 FD0312* NAVD 88     -       265.153  (meters)     869.92   (feet)  ADJUSTED  
 FD0312  ___________________________________________________________________
 FD0312  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FD0312  DYNAMIC HT  -         264.909 (meters)     869.12  (feet)  COMP
 FD0312  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 FD0312
 FD0312  VERT ORDER  -  FIRST     CLASS II
 FD0312
 FD0312.The horizontal coordinates were scaled from a topographic map and have
 FD0312.an estimated accuracy of +/- 6 seconds.
 FD0312
 FD0312.The orthometric height was determined by differential leveling
 FD0312.and adjusted by the National Geodetic Survey in June 1991..
 FD0312
 FD0312.The geoid height was determined by GEOID03.
 FD0312
 FD0312.The dynamic height is computed by dividing the NAVD 88
 FD0312.geopotential number by the normal gravity value computed on the
 FD0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0312.degrees latitude (g = 980.6199 gals.).
 FD0312
 FD0312.The modeled gravity was interpolated from observed gravity values.
 FD0312
 FD0312;                    North         East    Units  Estimated Accuracy
 FD0312;SPC TN       -   116,740.      538,320.      MT  (+/- 180 meters Scaled)
 FD0312
 FD0312                          SUPERSEDED SURVEY CONTROL
 FD0312
 FD0312  NGVD 29 (??/??/92)  265.124  (m)          869.83   (f) ADJ UNCH    1 2
 FD0312
 FD0312.Superseded values are not recommended for survey control.
 FD0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0312.See file dsdata.txt to determine how the superseded data were derived.
 FD0312
 FD0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE291156(NAD 83)
 FD0312_MARKER: DB = BENCH MARK DISK
 FD0312_SETTING: 66 = SET IN ROCK OUTCROP
 FD0312_SP_SET: SET IN ROCK OUTCROP
 FD0312_STAMPING: M 180 1949
 FD0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0312+STABILITY: POSITION/ELEVATION WELL
 FD0312
 FD0312  HISTORY     - Date     Condition        Report By
 FD0312  HISTORY     - 1949     MONUMENTED       CGS
 FD0312
 FD0312                          STATION DESCRIPTION
 FD0312
 FD0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0312'3 MI SE FROM BELFAST.
 FD0312'3.0 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0312'LOUIS RAILWAY FROM THE CROSSING OF STATE HIGHWAY 50 AT BELFAST,
 FD0312'SET IN THE TOP OF A ROCK LEDGE, 153 FEET NORTH OF THE CENTER OF
 FD0312'THE JUNCTION OF ROAD AND A DRIVE EAST TO A FARM HOUSE, 71 FEET
 FD0312'SOUTHEAST AND ACROSS THE TRACK FROM POLE NO. 58/7, 46 FEET
 FD0312'NORTHEAST OF THE CENTER LINE OF THE DIM ROAD CROSSING, 21 FEET
 FD0312'NORTHWEST OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST
 FD0312'OF THE SOUTHEAST RAIL, ABOUT 3 1/2 FEET ABOVE THE TRACK AND SET
 FD0312'IN A DRILL HOLE.  NOTE-- MARK IS ABOUT 4.5 MILES NORTHWEST
 FD0312'ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE
 FD0312'STATION AT PETERSBURG, LINCOLN COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0185 ***********************************************************************
 GD0185  DESIGNATION -  M 181
 GD0185  PID         -  GD0185
 GD0185  STATE/COUNTY-  TN/HENRY
 GD0185  USGS QUAD   -  PARIS (1986)
 GD0185
 GD0185                         *CURRENT SURVEY CONTROL
 GD0185  ___________________________________________________________________
 GD0185* NAD 83(1986)-  36 18 49.     (N)    088 20 32.     (W)     SCALED    
 GD0185* NAVD 88     -       151.194  (meters)     496.04   (feet)  ADJUSTED  
 GD0185  ___________________________________________________________________
 GD0185  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0185  DYNAMIC HT  -         151.070 (meters)     495.64  (feet)  COMP
 GD0185  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GD0185
 GD0185  VERT ORDER  -  FIRST     CLASS II
 GD0185
 GD0185.The horizontal coordinates were scaled from a topographic map and have
 GD0185.an estimated accuracy of +/- 6 seconds.
 GD0185
 GD0185.The orthometric height was determined by differential leveling
 GD0185.and adjusted by the National Geodetic Survey in June 1991..
 GD0185
 GD0185.The geoid height was determined by GEOID03.
 GD0185
 GD0185.The dynamic height is computed by dividing the NAVD 88
 GD0185.geopotential number by the normal gravity value computed on the
 GD0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0185.degrees latitude (g = 980.6199 gals.).
 GD0185
 GD0185.The modeled gravity was interpolated from observed gravity values.
 GD0185
 GD0185;                    North         East    Units  Estimated Accuracy
 GD0185;SPC TN       -   222,230.      389,680.      MT  (+/- 180 meters Scaled)
 GD0185
 GD0185                          SUPERSEDED SURVEY CONTROL
 GD0185
 GD0185  NGVD 29 (??/??/??)  151.235  (m)          496.18   (f) ADJUSTED    1 2
 GD0185
 GD0185.Superseded values are not recommended for survey control.
 GD0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0185.See file dsdata.txt to determine how the superseded data were derived.
 GD0185
 GD0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF795195(NAD 83)
 GD0185_MARKER: DB = BENCH MARK DISK
 GD0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0185_STAMPING: M 181 1949
 GD0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0185+STABILITY: SURFACE MOTION
 GD0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0185+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0185
 GD0185  HISTORY     - Date     Condition        Report By
 GD0185  HISTORY     - 1949     MONUMENTED       CGS
 GD0185  HISTORY     - 1968     GOOD             CGS
 GD0185  HISTORY     - 1971     GOOD             NGS
 GD0185  HISTORY     - 20040508 GOOD             USACE
 GD0185
 GD0185                          STATION DESCRIPTION
 GD0185
 GD0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0185'1.6 MI NW FROM PARIS.
 GD0185'THE MARK IS ABOUT 1.6 MILES NORTHWEST ALONG STATE ROUTE 69 FROM
 GD0185'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0185'PARIS, 140 SOUTH-SOUTHEAST OF A PAVED ROAD LEADING SOUTHEAST AND
 GD0185'AT THE PARIS T.V.A. SUB-STATION.  IT IS 96 FEET EAST OF THE
 GD0185'APPROXIMATE CENTER OF STATE ROUTE 69, 80 FEET SOUTH OF THE NORTHWEST
 GD0185'CORNER OF THE CHAIN LINK FENCE AROUND THE SUB-STATION, 35.5 FEET
 GD0185'NORTH OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE, 20 FEET WEST
 GD0185'OF THE CENTER OF THE DOUBLE GATE WHERE THE DRIVE ENTERS THE
 GD0185'SUB-STATION ENCLOSURE, AND 1.1 FEET WEST OF THE CHAIN LINK FENCE AND
 GD0185'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD0185'OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE
 GD0185'DISK IS STAMPED M 181 1949.  NOTE-- 35.7 N OF THE SW FENCE CORNER
 GD0185'AROUND TVA SUB-STATION.
 GD0185
 GD0185                          STATION RECOVERY (1971)
 GD0185
 GD0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0185'RECOVERED IN GOOD CONDITION.
 GD0185
 GD0185                          STATION RECOVERY (2004)
 GD0185
 GD0185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1258 ***********************************************************************
 GC1258  DESIGNATION -  M 182
 GC1258  PID         -  GC1258
 GC1258  STATE/COUNTY-  TN/MONTGOMERY
 GC1258  USGS QUAD   -  CLARKSVILLE (1984)
 GC1258
 GC1258                         *CURRENT SURVEY CONTROL
 GC1258  ___________________________________________________________________
 GC1258* NAD 83(1986)-  36 30 27.     (N)    087 18 36.     (W)     SCALED    
 GC1258* NAVD 88     -       148.890  (meters)     488.48   (feet)  ADJUSTED  
 GC1258  ___________________________________________________________________
 GC1258  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1258  DYNAMIC HT  -         148.767 (meters)     488.08  (feet)  COMP
 GC1258  MODELED GRAV-     979,800.3   (mgal)                       NAVD 88
 GC1258
 GC1258  VERT ORDER  -  FIRST     CLASS II
 GC1258
 GC1258.The horizontal coordinates were scaled from a topographic map and have
 GC1258.an estimated accuracy of +/- 6 seconds.
 GC1258
 GC1258.The orthometric height was determined by differential leveling
 GC1258.and adjusted by the National Geodetic Survey in June 1991..
 GC1258
 GC1258.The geoid height was determined by GEOID03.
 GC1258
 GC1258.The dynamic height is computed by dividing the NAVD 88
 GC1258.geopotential number by the normal gravity value computed on the
 GC1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1258.degrees latitude (g = 980.6199 gals.).
 GC1258
 GC1258.The modeled gravity was interpolated from observed gravity values.
 GC1258
 GC1258;                    North         East    Units  Estimated Accuracy
 GC1258;SPC TN       -   242,010.      482,650.      MT  (+/- 180 meters Scaled)
 GC1258
 GC1258                          SUPERSEDED SURVEY CONTROL
 GC1258
 GC1258  NGVD 29 (??/??/92)  148.953  (m)          488.69   (f) ADJ UNCH    1 2
 GC1258
 GC1258.Superseded values are not recommended for survey control.
 GC1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1258.See file dsdata.txt to determine how the superseded data were derived.
 GC1258
 GC1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF722402(NAD 83)
 GC1258_MARKER: DB = BENCH MARK DISK
 GC1258_SETTING: 66 = SET IN ROCK OUTCROP
 GC1258_SP_SET: ROCK CUT
 GC1258_STAMPING: M 182 1949
 GC1258_MARK LOGO: CGS   
 GC1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1258+STABILITY: POSITION/ELEVATION WELL
 GC1258
 GC1258  HISTORY     - Date     Condition        Report By
 GC1258  HISTORY     - 1949     MONUMENTED       CGS
 GC1258  HISTORY     - 1984     GOOD             NGS
 GC1258
 GC1258                          STATION DESCRIPTION
 GC1258
 GC1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC1258'3.6 MI SE FROM CLARKSVILLE.
 GC1258'3.65 MILES SOUTHEAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC1258'THE STATION AT CLARKSVILLE, 166 YARDS SOUTHEAST OF THE SOUTHEAST
 GC1258'END OF TRESTLE NO. H 52-52 OVER A ROAD, 302 FEET NORTHWEST OF THE
 GC1258'NORTHWEST END OF TRESTLE NO. H 52-21, 7.5 FEET NORTHEAST OF THE
 GC1258'NORTHEAST RAIL, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 GC1258'PROJECTING OUT OF CUT BANK NEAT THE SOUTHEAST END OF A ROCKY
 GC1258'CUT, 1 1/2 FEET ABOVE THE GROUND AND ABOUT 1/2 FOOT ABOVE THE
 GC1258'TRACK.
 GC1258
 GC1258                          STATION RECOVERY (1984)
 GC1258
 GC1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0845 ***********************************************************************
 EE0845  DESIGNATION -  M 183
 EE0845  PID         -  EE0845
 EE0845  STATE/COUNTY-  TN/MARION
 EE0845  USGS QUAD   -  NEW HOME (1982)
 EE0845
 EE0845                         *CURRENT SURVEY CONTROL
 EE0845  ___________________________________________________________________
 EE0845* NAD 83(1986)-  34 59 56.     (N)    085 36 33.     (W)     SCALED    
 EE0845* NAVD 88     -       189.990  (meters)     623.33   (feet)  ADJUSTED  
 EE0845  ___________________________________________________________________
 EE0845  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE0845  DYNAMIC HT  -         189.804 (meters)     622.72  (feet)  COMP
 EE0845  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EE0845
 EE0845  VERT ORDER  -  FIRST     CLASS II
 EE0845
 EE0845.The horizontal coordinates were scaled from a topographic map and have
 EE0845.an estimated accuracy of +/- 6 seconds.
 EE0845
 EE0845.The orthometric height was determined by differential leveling
 EE0845.and adjusted by the National Geodetic Survey in June 1991..
 EE0845
 EE0845.The geoid height was determined by GEOID03.
 EE0845
 EE0845.The dynamic height is computed by dividing the NAVD 88
 EE0845.geopotential number by the normal gravity value computed on the
 EE0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0845.degrees latitude (g = 980.6199 gals.).
 EE0845
 EE0845.The modeled gravity was interpolated from observed gravity values.
 EE0845
 EE0845;                    North         East    Units  Estimated Accuracy
 EE0845;SPC TN       -    73,920.      635,680.      MT  (+/- 180 meters Scaled)
 EE0845
 EE0845                          SUPERSEDED SURVEY CONTROL
 EE0845
 EE0845  NGVD 29 (??/??/92)  189.988  (m)          623.32   (f) ADJ UNCH    1 2
 EE0845
 EE0845.Superseded values are not recommended for survey control.
 EE0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0845.See file dsdata.txt to determine how the superseded data were derived.
 EE0845
 EE0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD269738(NAD 83)
 EE0845_MARKER: DB = BENCH MARK DISK
 EE0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0845_STAMPING: M 183 1950
 EE0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0845+STABILITY: SURFACE MOTION
 EE0845
 EE0845  HISTORY     - Date     Condition        Report By
 EE0845  HISTORY     - 1950     MONUMENTED       CGS
 EE0845  HISTORY     - 1963     GOOD             NGS
 EE0845
 EE0845                          STATION DESCRIPTION
 EE0845
 EE0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0845'3.8 MI W FROM LADDS.
 EE0845'ABOUT 3.8 MILES WESTERLY ALONG LOUISVILLE AND NASHVILLE RAILROAD
 EE0845'FROM THE UNDERPASS OF NO. 156 TENNESSEE HWY. IN LADDS, ABOUT 60
 EE0845'YARDS WNW OF CENTER OF AN EARTH ROAD CROSSING, DIRECTLY OPPOSITE
 EE0845'THE SHELLMOUND SMALL STATION SHED, ABOUT 30 YARDS S OF BANK
 EE0845'OF TENNESSEE RIVER, 85 FEET N OF N RAIL OF MAIN LINE DOUBLE
 EE0845'TRACKS, 6.4 FEET LOWER THAN THE TOP OF SAME, 1.4 FEET SW OF T.V.A.
 EE0845'STEEL WITNESS POST, AND PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1101 ***********************************************************************
 FC1101  DESIGNATION -  M 184
 FC1101  PID         -  FC1101
 FC1101  STATE/COUNTY-  TN/HAMILTON
 FC1101  USGS QUAD   -  DAISY (1976)
 FC1101
 FC1101                         *CURRENT SURVEY CONTROL
 FC1101  ___________________________________________________________________
 FC1101* NAD 83(1986)-  35 10 16.     (N)    085 13 58.     (W)     SCALED    
 FC1101* NAVD 88     -       210.483  (meters)     690.56   (feet)  ADJUSTED  
 FC1101  ___________________________________________________________________
 FC1101  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FC1101  DYNAMIC HT  -         210.274 (meters)     689.87  (feet)  COMP
 FC1101  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 FC1101
 FC1101  VERT ORDER  -  FIRST     CLASS II
 FC1101
 FC1101.The horizontal coordinates were scaled from a topographic map and have
 FC1101.an estimated accuracy of +/- 6 seconds.
 FC1101
 FC1101.The orthometric height was determined by differential leveling
 FC1101.and adjusted by the National Geodetic Survey in June 1991..
 FC1101
 FC1101.The geoid height was determined by GEOID03.
 FC1101
 FC1101.The dynamic height is computed by dividing the NAVD 88
 FC1101.geopotential number by the normal gravity value computed on the
 FC1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1101.degrees latitude (g = 980.6199 gals.).
 FC1101
 FC1101.The modeled gravity was interpolated from observed gravity values.
 FC1101
 FC1101;                    North         East    Units  Estimated Accuracy
 FC1101;SPC TN       -    93,230.      669,890.      MT  (+/- 180 meters Scaled)
 FC1101
 FC1101                          SUPERSEDED SURVEY CONTROL
 FC1101
 FC1101  NGVD 29 (??/??/92)  210.526  (m)          690.70   (f) ADJ UNCH    1 2
 FC1101
 FC1101.Superseded values are not recommended for survey control.
 FC1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1101.See file dsdata.txt to determine how the superseded data were derived.
 FC1101
 FC1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD609934(NAD 83)
 FC1101_MARKER: DB = BENCH MARK DISK
 FC1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1101_STAMPING: M 184 1950
 FC1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1101+STABILITY: SURFACE MOTION
 FC1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1101+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 FC1101
 FC1101  HISTORY     - Date     Condition        Report By
 FC1101  HISTORY     - 1950     MONUMENTED       CGS
 FC1101  HISTORY     - 1972     GOOD             TVA
 FC1101  HISTORY     - 19980117 GOOD             USPSQD
 FC1101  HISTORY     - 20050802 GOOD             GEOCAC
 FC1101
 FC1101                          STATION DESCRIPTION
 FC1101
 FC1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1101'2.1 MI N FROM HIXON.
 FC1101'ABOUT 2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC1101'AT HIXON, ABOUT 0.15 MILE SOUTH OF A COUNTY ROAD CROSSING, AT
 FC1101'A PRIVATE ROAD CROSSING, AT THE NORTH END OF A CUT, 45.8 FEET
 FC1101'WEST OF THE WEST RAIL, 9 FEET NORTH OF THE CENTER LINE OF THE
 FC1101'PRIVATE ROAD, 31 1/2 FEET WEST OF THE NORTH END OF A 10-INCH PIPE
 FC1101'CULVERT UNDER PRIVATE ROAD, 1 1/2 FEET NORTHEAST OF A STEEL
 FC1101'GATE POST IN R/W FENCE LINE, 1 1/2 FEET NORTH OF A T.V.A. STEEL
 FC1101'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF
 FC1101'A CONCRETE POST PROJECTING 5 INCHES.
 FC1101
 FC1101                          STATION RECOVERY (1972)
 FC1101
 FC1101'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1101'RECOVERED IN GOOD CONDITION.
 FC1101
 FC1101                          STATION RECOVERY (1998)
 FC1101
 FC1101'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1101'RECOVERED IN GOOD CONDITION.
 FC1101
 FC1101                          STATION RECOVERY (2005)
 FC1101
 FC1101'RECOVERY NOTE BY GEOCACHING 2005 (CDJ)
 FC1101'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0474 ***********************************************************************
 FD0474  DESIGNATION -  M 185
 FD0474  PID         -  FD0474
 FD0474  STATE/COUNTY-  TN/MAURY
 FD0474  USGS QUAD   -  GLENDALE (1981)
 FD0474
 FD0474                         *CURRENT SURVEY CONTROL
 FD0474  ___________________________________________________________________
 FD0474* NAD 83(1986)-  35 32 21.     (N)    086 56 31.     (W)     SCALED    
 FD0474* NAVD 88     -       197.680  (meters)     648.56   (feet)  ADJUSTED  
 FD0474  ___________________________________________________________________
 FD0474  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FD0474  DYNAMIC HT  -         197.504 (meters)     647.98  (feet)  COMP
 FD0474  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FD0474
 FD0474  VERT ORDER  -  FIRST     CLASS II
 FD0474
 FD0474.The horizontal coordinates were scaled from a topographic map and have
 FD0474.an estimated accuracy of +/- 6 seconds.
 FD0474
 FD0474.The orthometric height was determined by differential leveling
 FD0474.and adjusted by the National Geodetic Survey in June 1991..
 FD0474
 FD0474.The geoid height was determined by GEOID03.
 FD0474
 FD0474.The dynamic height is computed by dividing the NAVD 88
 FD0474.geopotential number by the normal gravity value computed on the
 FD0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0474.degrees latitude (g = 980.6199 gals.).
 FD0474
 FD0474.The modeled gravity was interpolated from observed gravity values.
 FD0474
 FD0474;                    North         East    Units  Estimated Accuracy
 FD0474;SPC TN       -   134,200.      514,580.      MT  (+/- 180 meters Scaled)
 FD0474
 FD0474                          SUPERSEDED SURVEY CONTROL
 FD0474
 FD0474  NGVD 29 (??/??/92)  197.663  (m)          648.50   (f) ADJ UNCH    1 2
 FD0474
 FD0474.Superseded values are not recommended for survey control.
 FD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0474.See file dsdata.txt to determine how the superseded data were derived.
 FD0474
 FD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE052328(NAD 83)
 FD0474_MARKER: DB = BENCH MARK DISK
 FD0474_SETTING: 66 = SET IN ROCK OUTCROP
 FD0474_SP_SET: ROCK OUTCROP
 FD0474_STAMPING: M 185 1949
 FD0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0474+STABILITY: POSITION/ELEVATION WELL
 FD0474
 FD0474  HISTORY     - Date     Condition        Report By
 FD0474  HISTORY     - 1949     MONUMENTED       CGS
 FD0474
 FD0474                          STATION DESCRIPTION
 FD0474
 FD0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0474'3.6 MI NW FROM BRYANT.
 FD0474'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM BRYANT STATION
 FD0474'SCHOOL AT BRYANT, THENCE ABOUT 0.9 MILE NORTHWEST ALONG THE
 FD0474'OLD ABANDONED GRADE OF THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0474'RAILWAY, AT A FARM ROAD CROSSING, 104 1/2 FEET EAST-SOUTHEAST
 FD0474'OF TRANSFORMER POWER POLE NO. 212 AT A DIRECTIONAL CHANGE IN
 FD0474'POWER LINE, 64 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 44 1/2
 FD0474'FEET NORTHEAST OF THE CENTER OF A WOODEN GATE ON FARM ROAD,
 FD0474'10 FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, ABOUT
 FD0474'5 1/2 FEET ABOVE THE OLD RAILWAY GRADE AND SET IN AN OUTCROPPING
 FD0474'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0508 ***********************************************************************
 FD0508  DESIGNATION -  M 186
 FD0508  PID         -  FD0508
 FD0508  STATE/COUNTY-  TN/RUTHERFORD
 FD0508  USGS QUAD   -  SMYRNA (1998)
 FD0508
 FD0508                         *CURRENT SURVEY CONTROL
 FD0508  ___________________________________________________________________
 FD0508* NAD 83(1986)-  35 58 40.     (N)    086 31 23.     (W)     SCALED    
 FD0508* NAVD 88     -       170.119  (meters)     558.13   (feet)  ADJUSTED  
 FD0508  ___________________________________________________________________
 FD0508  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0508  DYNAMIC HT  -         169.973 (meters)     557.65  (feet)  COMP
 FD0508  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 FD0508
 FD0508  VERT ORDER  -  FIRST     CLASS II
 FD0508
 FD0508.The horizontal coordinates were scaled from a topographic map and have
 FD0508.an estimated accuracy of +/- 6 seconds.
 FD0508
 FD0508.The orthometric height was determined by differential leveling
 FD0508.and adjusted by the National Geodetic Survey in June 1991..
 FD0508
 FD0508.The geoid height was determined by GEOID03.
 FD0508
 FD0508.The dynamic height is computed by dividing the NAVD 88
 FD0508.geopotential number by the normal gravity value computed on the
 FD0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0508.degrees latitude (g = 980.6199 gals.).
 FD0508
 FD0508.The modeled gravity was interpolated from observed gravity values.
 FD0508
 FD0508;                    North         East    Units  Estimated Accuracy
 FD0508;SPC TN       -   182,580.      552,830.      MT  (+/- 180 meters Scaled)
 FD0508
 FD0508                          SUPERSEDED SURVEY CONTROL
 FD0508
 FD0508  NGVD 29 (??/??/92)  170.137  (m)          558.19   (f) ADJ UNCH    1 2
 FD0508
 FD0508.Superseded values are not recommended for survey control.
 FD0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0508.See file dsdata.txt to determine how the superseded data were derived.
 FD0508
 FD0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE429815(NAD 83)
 FD0508_MARKER: DB = BENCH MARK DISK
 FD0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0508_SP_SET: TOWER
 FD0508_STAMPING: M 186 1949
 FD0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0508+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FD0508
 FD0508  HISTORY     - Date     Condition        Report By
 FD0508  HISTORY     - 1949     MONUMENTED       CGS
 FD0508  HISTORY     - 20010803 GOOD             TNDT
 FD0508  HISTORY     - 20020520 GOOD             TNDT
 FD0508
 FD0508                          STATION DESCRIPTION
 FD0508
 FD0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0508'AT SMYRNA.
 FD0508'AT SMYRNA ABOUT 0.2 MILE SOUTHEAST AND ABOUT 0.3 MILE SOUTHWEST
 FD0508'ALONG STREETS FROM THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0508'RAILWAY STATION, AT THE CITY WATER TOWER, SET IN THE NORTHEAST
 FD0508'CORNER OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE
 FD0508'WATER TOWER.
 FD0508
 FD0508                          STATION RECOVERY (2001)
 FD0508
 FD0508'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0508'STATION IS IMMEDIATELY SOUTHWEST OF AND ACROSS AN ALLEY FROM A SMALL
 FD0508'CEMETERY. THE STATION IS ON THE LEFT IN THE NORTHEASTERN CONCRETE
 FD0508'FOOTING NEAR THE SOUTH EDGE OF THE ALLEY. (THE WATER TOWER HAS BEEN
 FD0508'DEMOLISHED.)
 FD0508
 FD0508                          STATION RECOVERY (2002)
 FD0508
 FD0508'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0508'WATER TOWER HAS BEEN DEMOLISHED, LEG FOUNDATIONS REMAIN. A 3RD ORDER
 FD0508'RUN TO BENCHMARK U 186 (PID GC0427) CONFIRMED PUBLISHED ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0403 ***********************************************************************
 GC0403  DESIGNATION -  M 187
 GC0403  PID         -  GC0403
 GC0403  STATE/COUNTY-  TN/DAVIDSON
 GC0403  USGS QUAD   -  ANTIOCH (1983)
 GC0403
 GC0403                         *CURRENT SURVEY CONTROL
 GC0403  ___________________________________________________________________
 GC0403* NAD 83(1986)-  36 07 28.     (N)    086 41 23.     (W)     SCALED    
 GC0403* NAVD 88     -       182.915  (meters)     600.11   (feet)  ADJUSTED  
 GC0403  ___________________________________________________________________
 GC0403  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GC0403  DYNAMIC HT  -         182.758 (meters)     599.60  (feet)  COMP
 GC0403  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 GC0403
 GC0403  VERT ORDER  -  FIRST     CLASS II
 GC0403
 GC0403.This mark is at Nashville Intl Airport (BNA)
 GC0403
 GC0403.The horizontal coordinates were scaled from a topographic map and have
 GC0403.an estimated accuracy of +/- 6 seconds.
 GC0403
 GC0403.The orthometric height was determined by differential leveling
 GC0403.and adjusted by the National Geodetic Survey in June 1991..
 GC0403
 GC0403.The geoid height was determined by GEOID03.
 GC0403
 GC0403.The dynamic height is computed by dividing the NAVD 88
 GC0403.geopotential number by the normal gravity value computed on the
 GC0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0403.degrees latitude (g = 980.6199 gals.).
 GC0403
 GC0403.The modeled gravity was interpolated from observed gravity values.
 GC0403
 GC0403;                    North         East    Units  Estimated Accuracy
 GC0403;SPC TN       -   198,940.      537,910.      MT  (+/- 180 meters Scaled)
 GC0403
 GC0403                          SUPERSEDED SURVEY CONTROL
 GC0403
 GC0403  NGVD 29 (??/??/92)  182.935  (m)          600.18   (f) ADJ UNCH    1 2
 GC0403
 GC0403.Superseded values are not recommended for survey control.
 GC0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0403.See file dsdata.txt to determine how the superseded data were derived.
 GC0403
 GC0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE279977(NAD 83)
 GC0403_MARKER: DB = BENCH MARK DISK
 GC0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0403_SP_SET: HANGAR
 GC0403_STAMPING: M 187 1949
 GC0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0403
 GC0403  HISTORY     - Date     Condition        Report By
 GC0403  HISTORY     - 1949     MONUMENTED       CGS
 GC0403  HISTORY     - 1972     GOOD             NGS
 GC0403
 GC0403                          STATION DESCRIPTION
 GC0403
 GC0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0403'7.2 MI SE FROM NASHVILLE.
 GC0403'5.7 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 GC0403'LOUIS RAILWAY FROM THE UNION STATION AT NASHVILLE, THENCE ABOUT
 GC0403'1.55 MILES NORTHEAST ALONG A SPUR TRACK LEADING TO BERRY FIELD,
 GC0403'AT BERRY FIELD, SET VERTICALLY IN THE EAST FACE OF A LARGE
 GC0403'HANGAR ON WEST SIDE OF FIELD, DIRECTLY BELOW THE NORTHEAST CORNER
 GC0403'OF THE CONTROL TOWER ON TOP OF HANGAR, 2.8 FEET NORTH OF THE NORTH
 GC0403'EDGE OF A DOORWAY AND ABOUT 2.5 FEET ABOVE THE GROUND.
 GC0403
 GC0403                          STATION RECOVERY (1972)
 GC0403
 GC0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GC0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0375 ***********************************************************************
 GC0375  DESIGNATION -  M 188
 GC0375  PID         -  GC0375
 GC0375  STATE/COUNTY-  TN/DAVIDSON
 GC0375  USGS QUAD   -  SCOTTSBORO (1983)
 GC0375
 GC0375                         *CURRENT SURVEY CONTROL
 GC0375  ___________________________________________________________________
 GC0375* NAD 83(1986)-  36 12 39.     (N)    086 54 01.     (W)     SCALED    
 GC0375* NAVD 88     -       135.727  (meters)     445.30   (feet)  ADJUSTED  
 GC0375  ___________________________________________________________________
 GC0375  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC0375  DYNAMIC HT  -         135.610 (meters)     444.91  (feet)  COMP
 GC0375  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 GC0375
 GC0375  VERT ORDER  -  FIRST     CLASS II
 GC0375
 GC0375.The horizontal coordinates were scaled from a topographic map and have
 GC0375.an estimated accuracy of +/- 6 seconds.
 GC0375
 GC0375.The orthometric height was determined by differential leveling
 GC0375.and adjusted by the National Geodetic Survey in June 1991..
 GC0375
 GC0375.The geoid height was determined by GEOID03.
 GC0375
 GC0375.The dynamic height is computed by dividing the NAVD 88
 GC0375.geopotential number by the normal gravity value computed on the
 GC0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0375.degrees latitude (g = 980.6199 gals.).
 GC0375
 GC0375.The modeled gravity was interpolated from observed gravity values.
 GC0375
 GC0375;                    North         East    Units  Estimated Accuracy
 GC0375;SPC TN       -   208,680.      519,050.      MT  (+/- 180 meters Scaled)
 GC0375
 GC0375                          SUPERSEDED SURVEY CONTROL
 GC0375
 GC0375  NGVD 29 (??/??/92)  135.757  (m)          445.40   (f) ADJ UNCH    1 2
 GC0375
 GC0375.Superseded values are not recommended for survey control.
 GC0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0375.See file dsdata.txt to determine how the superseded data were derived.
 GC0375
 GC0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF089073(NAD 83)
 GC0375_MARKER: DB = BENCH MARK DISK
 GC0375_SETTING: 66 = SET IN ROCK OUTCROP
 GC0375_SP_SET: ROCK OUTCROP
 GC0375_STAMPING: M 188 1949
 GC0375_MARK LOGO: CGS   
 GC0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0375+STABILITY: POSITION/ELEVATION WELL
 GC0375
 GC0375  HISTORY     - Date     Condition        Report By
 GC0375  HISTORY     - 1949     MONUMENTED       CGS
 GC0375  HISTORY     - 1984     GOOD             NGS
 GC0375
 GC0375                          STATION DESCRIPTION
 GC0375
 GC0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0375'6.6 MI NW FROM NASHVILLE.
 GC0375'6.55 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GC0375'OVERPASS OVER JEFFERSON STREET AT NASHVILLE, AT RAILWAY TRESTLE
 GC0375'NO. H-17.50, SET IN THE TOP OF AN OUTCROPPING ROCK, 68 1/2 FEET SOUTH
 GC0375'OF THE CENTER LINE OF STATE HIGHWAY 12, 105 FEET EAST OF THE NORTHEAST
 GC0375'CORNER OF THE TRESTLE, 48 FEET NORTH-NORTHEAST AND ACROSS THE TRACK
 GC0375'FROM TELEPHONE POLE 167, 42 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH
 GC0375'TRANSFORMER AND LINE SOUTHEAST ACROSS TRACK TO A SMALL HOUSE, 12
 GC0375'FEET NORTH OF THE NORTH RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK.
 GC0375
 GC0375                          STATION RECOVERY (1984)
 GC0375
 GC0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0061 ***********************************************************************
 FE0061  DESIGNATION -  M 19
 FE0061  PID         -  FE0061
 FE0061  STATE/COUNTY-  TN/HENDERSON
 FE0061  USGS QUAD   -  LEXINGTON (1992)
 FE0061
 FE0061                         *CURRENT SURVEY CONTROL
 FE0061  ___________________________________________________________________
 FE0061* NAD 83(1986)-  35 44 04.     (N)    088 22 53.     (W)     SCALED    
 FE0061* NAVD 88     -       154.055  (meters)     505.43   (feet)  ADJUSTED  
 FE0061  ___________________________________________________________________
 FE0061  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE0061  DYNAMIC HT  -         153.919 (meters)     504.98  (feet)  COMP
 FE0061  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 FE0061
 FE0061  VERT ORDER  -  FIRST     CLASS II
 FE0061
 FE0061.The horizontal coordinates were scaled from a topographic map and have
 FE0061.an estimated accuracy of +/- 6 seconds.
 FE0061
 FE0061.The orthometric height was determined by differential leveling
 FE0061.and adjusted by the National Geodetic Survey in June 1991..
 FE0061
 FE0061.The geoid height was determined by GEOID03.
 FE0061
 FE0061.The dynamic height is computed by dividing the NAVD 88
 FE0061.geopotential number by the normal gravity value computed on the
 FE0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0061.degrees latitude (g = 980.6199 gals.).
 FE0061
 FE0061.The modeled gravity was interpolated from observed gravity values.
 FE0061
 FE0061;                    North         East    Units  Estimated Accuracy
 FE0061;SPC TN       -   158,070.      384,600.      MT  (+/- 180 meters Scaled)
 FE0061
 FE0061                          SUPERSEDED SURVEY CONTROL
 FE0061
 FE0061  NGVD 29 (??/??/??)  154.074  (m)          505.49   (f) ADJUSTED    1 2
 FE0061
 FE0061.Superseded values are not recommended for survey control.
 FE0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0061.See file dsdata.txt to determine how the superseded data were derived.
 FE0061
 FE0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE750553(NAD 83)
 FE0061_MARKER: DB = BENCH MARK DISK
 FE0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0061_STAMPING: 505.626 M 19 1934
 FE0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0061+STABILITY: SURFACE MOTION
 FE0061
 FE0061  HISTORY     - Date     Condition        Report By
 FE0061  HISTORY     - 1934     MONUMENTED       CGS
 FE0061  HISTORY     - 1935     GOOD             CGS
 FE0061
 FE0061                          STATION DESCRIPTION
 FE0061
 FE0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0061'1.7 MI N FROM TIMBERLAKE.
 FE0061'1.7 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FE0061'RAILWAY FROM THE STATION AT TIMBERLAKE, HENDERSON COUNTY 15
 FE0061'FEET SOUTH OF MILEPOST 111, AND 50 FEET EAST OF THE EAST RAIL.
 FE0061'A STANDARD DISK, STAMPED 505.626 M 19 1934 AND SET IN THE TOP
 FE0061'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0497 ***********************************************************************
 GB0497  DESIGNATION -  M 190
 GB0497  PID         -  GB0497
 GB0497  STATE/COUNTY-  TN/ANDERSON
 GB0497  USGS QUAD   -  CLINTON (1990)
 GB0497
 GB0497                         *CURRENT SURVEY CONTROL
 GB0497  ___________________________________________________________________
 GB0497* NAD 83(1986)-  36 05 56.     (N)    084 10 07.     (W)     SCALED    
 GB0497* NAVD 88     -       301.588  (meters)     989.46   (feet)  ADJUSTED  
 GB0497  ___________________________________________________________________
 GB0497  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB0497  DYNAMIC HT  -         301.313 (meters)     988.56  (feet)  COMP
 GB0497  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 GB0497
 GB0497  VERT ORDER  -  FIRST     CLASS I
 GB0497
 GB0497.The horizontal coordinates were scaled from a topographic map and have
 GB0497.an estimated accuracy of +/- 6 seconds.
 GB0497
 GB0497.The orthometric height was determined by differential leveling
 GB0497.and adjusted by the National Geodetic Survey in June 1991..
 GB0497
 GB0497.The geoid height was determined by GEOID03.
 GB0497
 GB0497.The dynamic height is computed by dividing the NAVD 88
 GB0497.geopotential number by the normal gravity value computed on the
 GB0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0497.degrees latitude (g = 980.6199 gals.).
 GB0497
 GB0497.The modeled gravity was interpolated from observed gravity values.
 GB0497
 GB0497;                    North         East    Units  Estimated Accuracy
 GB0497;SPC TN       -   197,430.      764,900.      MT  (+/- 180 meters Scaled)
 GB0497
 GB0497                          SUPERSEDED SURVEY CONTROL
 GB0497
 GB0497  NGVD 29 (??/??/92)  301.718  (m)          989.89   (f) ADJ UNCH    1 1
 GB0497
 GB0497.Superseded values are not recommended for survey control.
 GB0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0497.See file dsdata.txt to determine how the superseded data were derived.
 GB0497
 GB0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE548986(NAD 83)
 GB0497_MARKER: DB = BENCH MARK DISK
 GB0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0497_STAMPING: M 190 1950
 GB0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0497+STABILITY: SURFACE MOTION
 GB0497
 GB0497  HISTORY     - Date     Condition        Report By
 GB0497  HISTORY     - 1950     MONUMENTED       CGS
 GB0497  HISTORY     - 1967     GOOD             NGS
 GB0497  HISTORY     - 1972     GOOD             TVA
 GB0497
 GB0497                          STATION DESCRIPTION
 GB0497
 GB0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0497'2.5 MI SW FROM CLINTON.
 GB0497'ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0497'STATION AT CLINTON, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 23,
 GB0497'75 FEET WEST OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD,
 GB0497'61.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 33 FEET NORTHWEST OF
 GB0497'THE CENTER LINE OF THE ROAD, 8 FEET SOUTHEAST OF THE CENTER LINE OF
 GB0497'A DRIVE LEADING SOUTHWEST TO A CONCRETE BLOCK HOUSE, 13 FEET
 GB0497'NORTHWEST OF A ROAD PARALLING THE TRACK, 6 1/2 FEET SOUTHWEST
 GB0497'OF A TELEPHONE POLE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 GB0497'LEVEL WITH THE DRIVE, ABOUT 6 FEET BELOW THE LEVEL OF THE
 GB0497'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 GB0497'ABOVE THE LEVEL OF THE GROUND.
 GB0497
 GB0497                          STATION RECOVERY (1972)
 GB0497
 GB0497'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0863 ***********************************************************************
 GB0863  DESIGNATION -  M 191
 GB0863  PID         -  GB0863
 GB0863  STATE/COUNTY-  TN/MORGAN
 GB0863  USGS QUAD   -  LANCING (1984)
 GB0863
 GB0863                         *CURRENT SURVEY CONTROL
 GB0863  ___________________________________________________________________
 GB0863* NAD 83(1986)-  36 04 20.     (N)    084 39 10.     (W)     SCALED    
 GB0863* NAVD 88     -       279.973  (meters)     918.54   (feet)  ADJUSTED  
 GB0863  ___________________________________________________________________
 GB0863  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GB0863  DYNAMIC HT  -         279.721 (meters)     917.72  (feet)  COMP
 GB0863  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 GB0863
 GB0863  VERT ORDER  -  FIRST     CLASS II
 GB0863
 GB0863.The horizontal coordinates were scaled from a topographic map and have
 GB0863.an estimated accuracy of +/- 6 seconds.
 GB0863
 GB0863.The orthometric height was determined by differential leveling
 GB0863.and adjusted by the National Geodetic Survey in June 1991..
 GB0863
 GB0863.The geoid height was determined by GEOID03.
 GB0863
 GB0863.The dynamic height is computed by dividing the NAVD 88
 GB0863.geopotential number by the normal gravity value computed on the
 GB0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0863.degrees latitude (g = 980.6199 gals.).
 GB0863
 GB0863.The modeled gravity was interpolated from observed gravity values.
 GB0863
 GB0863;                    North         East    Units  Estimated Accuracy
 GB0863;SPC TN       -   193,760.      721,350.      MT  (+/- 180 meters Scaled)
 GB0863
 GB0863                          SUPERSEDED SURVEY CONTROL
 GB0863
 GB0863  NGVD 29 (??/??/92)  280.092  (m)          918.94   (f) ADJ UNCH    1 2
 GB0863
 GB0863.Superseded values are not recommended for survey control.
 GB0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0863.See file dsdata.txt to determine how the superseded data were derived.
 GB0863
 GB0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE113945(NAD 83)
 GB0863_MARKER: DB = BENCH MARK DISK
 GB0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0863_SP_SET: TUNNEL PORTAL FOUNDATION
 GB0863_STAMPING: M 191 1950
 GB0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0863
 GB0863  HISTORY     - Date     Condition        Report By
 GB0863  HISTORY     - 1950     MONUMENTED       CGS
 GB0863  HISTORY     - 1968     MARK NOT FOUND   NGS
 GB0863
 GB0863                          STATION DESCRIPTION
 GB0863
 GB0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GB0863'4.5 MI S FROM LANCING.
 GB0863'ABOUT 4.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0863'AT LANCING, ABOUT 0.45 MILE NORTH OF THE STATION SIGN AT NEMO,
 GB0863'SET IN THE TOP OF THE EAST CORNER OF THE CORNER STONE OF THE
 GB0863'FOUNDATION OF ARCHED STONE MASONRY PORTAL AT THE NORTHEAST END OF
 GB0863'TUNNEL NO. 24 (NEMO TUNNEL), 5 FEET NORTHWEST OF THE NORTHWEST RAIL
 GB0863'AND ABOUT 1/2 FOOT BELOW THE TRACK.
 GB0863
 GB0863                          STATION RECOVERY (1968)
 GB0863
 GB0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GB0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0704 ***********************************************************************
 FC0704  DESIGNATION -  M 192
 FC0704  PID         -  FC0704
 FC0704  STATE/COUNTY-  TN/RHEA
 FC0704  USGS QUAD   -  EVENSVILLE (1990)
 FC0704
 FC0704                         *CURRENT SURVEY CONTROL
 FC0704  ___________________________________________________________________
 FC0704* NAD 83(1986)-  35 31 56.     (N)    084 59 12.     (W)     SCALED    
 FC0704* NAVD 88     -       220.365  (meters)     722.98   (feet)  ADJUSTED  
 FC0704  ___________________________________________________________________
 FC0704  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC0704  DYNAMIC HT  -         220.155 (meters)     722.29  (feet)  COMP
 FC0704  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 FC0704
 FC0704  VERT ORDER  -  FIRST     CLASS II
 FC0704
 FC0704.The horizontal coordinates were scaled from a topographic map and have
 FC0704.an estimated accuracy of +/- 6 seconds.
 FC0704
 FC0704.The orthometric height was determined by differential leveling
 FC0704.and adjusted by the National Geodetic Survey in June 1991..
 FC0704
 FC0704.The geoid height was determined by GEOID03.
 FC0704
 FC0704.The dynamic height is computed by dividing the NAVD 88
 FC0704.geopotential number by the normal gravity value computed on the
 FC0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0704.degrees latitude (g = 980.6199 gals.).
 FC0704
 FC0704.The modeled gravity was interpolated from observed gravity values.
 FC0704
 FC0704;                    North         East    Units  Estimated Accuracy
 FC0704;SPC TN       -   133,490.      691,900.      MT  (+/- 180 meters Scaled)
 FC0704
 FC0704                          SUPERSEDED SURVEY CONTROL
 FC0704
 FC0704  NGVD 29 (??/??/92)  220.441  (m)          723.23   (f) ADJ UNCH    1 2
 FC0704
 FC0704.Superseded values are not recommended for survey control.
 FC0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0704.See file dsdata.txt to determine how the superseded data were derived.
 FC0704
 FC0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE825339(NAD 83)
 FC0704_MARKER: DB = BENCH MARK DISK
 FC0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0704_STAMPING: M 192 1950
 FC0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0704+STABILITY: SURFACE MOTION
 FC0704
 FC0704  HISTORY     - Date     Condition        Report By
 FC0704  HISTORY     - 1950     MONUMENTED       CGS
 FC0704
 FC0704                          STATION DESCRIPTION
 FC0704
 FC0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0704'3.2 MI NE FROM DAYTON.
 FC0704'3.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0704'AT DAYTON, ABOUT 3.0 MILES SOUTHWEST OF THE STATION AT EVENSVILLE,
 FC0704'AT A PRIVATE FIELD ROAD CROSSING, ABOUT 67 YARDS NORTHWEST OF THE
 FC0704'NORTHEAST END OF A LARGE POND SURROUNDED BY FARM BUILDINGS,
 FC0704'46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16 FEET NORTHEAST OF
 FC0704'THE NORTHEAST GATE POST IN FENCE LINE, 51 FEET EAST-NORTHEAST
 FC0704'OF THE CENTER OF THE CROSSING, 47 FEET SOUTHWEST OF A TELEPHONE
 FC0704'POLE, 1 FOOT NORTHWEST OF THE FENCE LINE, 2 FEET NORTHEAST OF
 FC0704'A T.V.A. STEEL WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN
 FC0704'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0786 ***********************************************************************
 FC0786  DESIGNATION -  M 193
 FC0786  PID         -  FC0786
 FC0786  STATE/COUNTY-  TN/MCMINN
 FC0786  USGS QUAD   -  NIOTA (1990)
 FC0786
 FC0786                         *CURRENT SURVEY CONTROL
 FC0786  ___________________________________________________________________
 FC0786* NAD 83(1986)-  35 36 37.     (N)    084 34 03.     (W)     SCALED    
 FC0786* NAVD 88     -       300.761  (meters)     986.75   (feet)  ADJUSTED  
 FC0786  ___________________________________________________________________
 FC0786  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0786  DYNAMIC HT  -         300.468 (meters)     985.79  (feet)  COMP
 FC0786  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 FC0786
 FC0786  VERT ORDER  -  FIRST     CLASS II
 FC0786
 FC0786.The horizontal coordinates were scaled from a topographic map and have
 FC0786.an estimated accuracy of +/- 6 seconds.
 FC0786
 FC0786.The orthometric height was determined by differential leveling
 FC0786.and adjusted by the National Geodetic Survey in June 1991..
 FC0786
 FC0786.The geoid height was determined by GEOID03.
 FC0786
 FC0786.The dynamic height is computed by dividing the NAVD 88
 FC0786.geopotential number by the normal gravity value computed on the
 FC0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0786.degrees latitude (g = 980.6199 gals.).
 FC0786
 FC0786.The modeled gravity was interpolated from observed gravity values.
 FC0786
 FC0786;                    North         East    Units  Estimated Accuracy
 FC0786;SPC TN       -   142,630.      729,780.      MT  (+/- 180 meters Scaled)
 FC0786
 FC0786                          SUPERSEDED SURVEY CONTROL
 FC0786
 FC0786  NGVD 29 (??/??/92)  300.838  (m)          987.00   (f) ADJ UNCH    1 2
 FC0786
 FC0786.Superseded values are not recommended for survey control.
 FC0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0786.See file dsdata.txt to determine how the superseded data were derived.
 FC0786
 FC0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE203434(NAD 83)
 FC0786_MARKER: DB = BENCH MARK DISK
 FC0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0786_STAMPING: M 193 1950
 FC0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0786+STABILITY: SURFACE MOTION
 FC0786
 FC0786  HISTORY     - Date     Condition        Report By
 FC0786  HISTORY     - 1950     MONUMENTED       CGS
 FC0786
 FC0786                          STATION DESCRIPTION
 FC0786
 FC0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0786'6.4 MI W FROM SWEETWATER.
 FC0786'6.4 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0786'HIGHWAY 11 AT SWEETWATER, AT THE JUNCTION OF A GRAVEL ROAD SOUTH
 FC0786'AT PRIGMORE, 237 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FC0786'20 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD SOUTH, 47 FEET
 FC0786'SOUTH OF THE SOUTH GATE POST OF A GATE ACROSS OLD HIGHWAY GRADE,
 FC0786'20.5 FEET WEST OF A POWER POLE WITH TRANSFORMER, 1.5 FEET NORTH OF
 FC0786'A T.V.A. STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE GRAVEL ROAD
 FC0786'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0653 ***********************************************************************
 FC0653  DESIGNATION -  M 194
 FC0653  PID         -  FC0653
 FC0653  STATE/COUNTY-  TN/ROANE
 FC0653  USGS QUAD   -  ROCKWOOD (1980)
 FC0653
 FC0653                         *CURRENT SURVEY CONTROL
 FC0653  ___________________________________________________________________
 FC0653* NAD 83(1986)-  35 51 56.     (N)    084 41 18.     (W)     SCALED    
 FC0653* NAVD 88     -       268.144  (meters)     879.74   (feet)  ADJUSTED  
 FC0653  ___________________________________________________________________
 FC0653  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0653  DYNAMIC HT  -         267.894 (meters)     878.92  (feet)  COMP
 FC0653  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FC0653
 FC0653  VERT ORDER  -  FIRST     CLASS II
 FC0653
 FC0653.The horizontal coordinates were scaled from a topographic map and have
 FC0653.an estimated accuracy of +/- 6 seconds.
 FC0653
 FC0653.The orthometric height was determined by differential leveling
 FC0653.and adjusted by the National Geodetic Survey in June 1991..
 FC0653
 FC0653.The geoid height was determined by GEOID03.
 FC0653
 FC0653.The dynamic height is computed by dividing the NAVD 88
 FC0653.geopotential number by the normal gravity value computed on the
 FC0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0653.degrees latitude (g = 980.6199 gals.).
 FC0653
 FC0653.The modeled gravity was interpolated from observed gravity values.
 FC0653
 FC0653;                    North         East    Units  Estimated Accuracy
 FC0653;SPC TN       -   170,790.      718,460.      MT  (+/- 180 meters Scaled)
 FC0653
 FC0653                          SUPERSEDED SURVEY CONTROL
 FC0653
 FC0653  NGVD 29 (??/??/92)  268.248  (m)          880.08   (f) ADJ UNCH    1 2
 FC0653
 FC0653.Superseded values are not recommended for survey control.
 FC0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0653.See file dsdata.txt to determine how the superseded data were derived.
 FC0653
 FC0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE087715(NAD 83)
 FC0653_MARKER: DB = BENCH MARK DISK
 FC0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0653_SP_SET: BUILDING
 FC0653_STAMPING: M 194 1950
 FC0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0653
 FC0653  HISTORY     - Date     Condition        Report By
 FC0653  HISTORY     - 1950     MONUMENTED       CGS
 FC0653
 FC0653                          STATION DESCRIPTION
 FC0653
 FC0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0653'AT ROCKWOOD.
 FC0653'AT ROCKWOOD, SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHERN
 FC0653'RAILWAY PASSENGER STATION, 1 FOOT NORTHEAST OF THE SOUTH CORNER
 FC0653'OF THE BUILDING, 38 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FC0653'TRACK, AND ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0654 ***********************************************************************
 FC0654  DESIGNATION -  M 194 RESET
 FC0654  PID         -  FC0654
 FC0654  STATE/COUNTY-  TN/ROANE
 FC0654  USGS QUAD   -  ROCKWOOD (1980)
 FC0654
 FC0654                         *CURRENT SURVEY CONTROL
 FC0654  ___________________________________________________________________
 FC0654* NAD 83(1986)-  35 51 56.     (N)    084 41 18.     (W)     SCALED    
 FC0654* NAVD 88     -       266.85   (+/-2cm)     875.5    (feet)  VERTCON   
 FC0654  ___________________________________________________________________
 FC0654  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0654
 FC0654  VERT ORDER  -  THIRD (See Below)
 FC0654
 FC0654.The horizontal coordinates were scaled from a topographic map and have
 FC0654.an estimated accuracy of +/- 6 seconds.
 FC0654
 FC0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0654.The vertical order pertains to the NGVD 29 superseded value.
 FC0654
 FC0654.The geoid height was determined by GEOID03.
 FC0654
 FC0654;                    North         East    Units  Estimated Accuracy
 FC0654;SPC TN       -   170,790.      718,460.      MT  (+/- 180 meters Scaled)
 FC0654
 FC0654                          SUPERSEDED SURVEY CONTROL
 FC0654
 FC0654  NGVD 29 (??/??/??)  266.95   (m)          875.8    (f) RESET       3  
 FC0654
 FC0654.Superseded values are not recommended for survey control.
 FC0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0654.See file dsdata.txt to determine how the superseded data were derived.
 FC0654
 FC0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE087715(NAD 83)
 FC0654_MARKER: DB = BENCH MARK DISK
 FC0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0654_SP_SET: BALUSTRADE
 FC0654_STAMPING: M 194 1950 RESET 1962
 FC0654_MARK LOGO: CGS   
 FC0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0654
 FC0654  HISTORY     - Date     Condition        Report By
 FC0654  HISTORY     - 1962     MONUMENTED       CGS
 FC0654  HISTORY     - 1969     GOOD             NGS
 FC0654  HISTORY     - 1972     GOOD             TVA
 FC0654
 FC0654                          STATION DESCRIPTION
 FC0654
 FC0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FC0654'AT ROCKWOOD.
 FC0654'THE MARK IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHWEST
 FC0654'CORNER OF A BRIDGE BALUSTRADE OVER BLACK CREEK, 210 FEET EAST OF
 FC0654'THE NORTHEAST CORNER OF THE SOUTHERN RAILWAY STATION.  114 FEET
 FC0654'NORTHWEST OF THE APPROXIMATE CENTER OF S. GATEWAY AVENUE (THIS
 FC0654'IS U.S. HIGHWAY 70), 33 FEET NORTHEAST OF THE APPROXIMATE
 FC0654'CENTER OF RATHBURN STREET, AND ABOUT 3 FEET ABOVE THE LEVEL
 FC0654'OF THE BRIDGE DECK.  IT IS A STANDARD DISK STAMPED M 194 1950
 FC0654'RESET 1962.
 FC0654
 FC0654                          STATION RECOVERY (1972)
 FC0654
 FC0654'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0119 ***********************************************************************
 FC0119  DESIGNATION -  M 195
 FC0119  PID         -  FC0119
 FC0119  STATE/COUNTY-  TN/ROANE
 FC0119  USGS QUAD   -  ELVERTON (1990)
 FC0119
 FC0119                         *CURRENT SURVEY CONTROL
 FC0119  ___________________________________________________________________
 FC0119* NAD 83(1986)-  35 59 33.     (N)    084 25 16.     (W)     SCALED    
 FC0119* NAVD 88     -       268.198  (meters)     879.91   (feet)  ADJUSTED  
 FC0119  ___________________________________________________________________
 FC0119  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0119  DYNAMIC HT  -         267.954 (meters)     879.11  (feet)  COMP
 FC0119  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 FC0119
 FC0119  VERT ORDER  -  FIRST     CLASS I
 FC0119
 FC0119.The horizontal coordinates were scaled from a topographic map and have
 FC0119.an estimated accuracy of +/- 6 seconds.
 FC0119
 FC0119.The orthometric height was determined by differential leveling
 FC0119.and adjusted by the National Geodetic Survey in June 1991..
 FC0119
 FC0119.The geoid height was determined by GEOID03.
 FC0119
 FC0119.The dynamic height is computed by dividing the NAVD 88
 FC0119.geopotential number by the normal gravity value computed on the
 FC0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0119.degrees latitude (g = 980.6199 gals.).
 FC0119
 FC0119.The modeled gravity was interpolated from observed gravity values.
 FC0119
 FC0119;                    North         East    Units  Estimated Accuracy
 FC0119;SPC TN       -   185,230.      742,360.      MT  (+/- 180 meters Scaled)
 FC0119
 FC0119                          SUPERSEDED SURVEY CONTROL
 FC0119
 FC0119  NGVD 29 (??/??/92)  268.321  (m)          880.32   (f) ADJ UNCH    1 1
 FC0119
 FC0119.Superseded values are not recommended for survey control.
 FC0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0119.See file dsdata.txt to determine how the superseded data were derived.
 FC0119
 FC0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE324861(NAD 83)
 FC0119_MARKER: DB = BENCH MARK DISK
 FC0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0119_SP_SET: CULVERT
 FC0119_STAMPING: M 195 1950
 FC0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0119
 FC0119  HISTORY     - Date     Condition        Report By
 FC0119  HISTORY     - 1950     MONUMENTED       CGS
 FC0119  HISTORY     - 1967     GOOD             NGS
 FC0119
 FC0119                          STATION DESCRIPTION
 FC0119
 FC0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0119'5.9 MI SW FROM OLIVER SPRINGS.
 FC0119'ABOUT 5.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0119'STATION AT OLIVER SPRINGS, ABOUT 0.4 MILE SOUTHWEST OF MILEPOST 41,
 FC0119'68 FEET WEST OF THE CENTER OF A BLACK TOP ROAD CROSSING AT BLAIR,
 FC0119'BETWEEN THE TRACK AND STATE HIGHWAY 61, SET IN THE TOP OF THE
 FC0119'SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 5-FOOT CONCRETE
 FC0119'BOX CULVERT UNDER THE HIGHWAY, 47.7 FEET NORTHWEST OF THE
 FC0119'NORTHWEST RAIL, 36 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FC0119'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 2 FEET BELOW
 FC0119'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0899 ***********************************************************************
 GB0899  DESIGNATION -  M 196
 GB0899  PID         -  GB0899
 GB0899  STATE/COUNTY-  TN/MORGAN
 GB0899  USGS QUAD   -  RUGBY (1984)
 GB0899
 GB0899                         *CURRENT SURVEY CONTROL
 GB0899  ___________________________________________________________________
 GB0899* NAD 83(1986)-  36 16 45.     (N)    084 39 12.     (W)     SCALED    
 GB0899* NAVD 88     -       430.757  (meters)    1413.24   (feet)  ADJUSTED  
 GB0899  ___________________________________________________________________
 GB0899  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0899  DYNAMIC HT  -         430.381 (meters)    1412.01  (feet)  COMP
 GB0899  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 GB0899
 GB0899  VERT ORDER  -  FIRST     CLASS I
 GB0899
 GB0899.The horizontal coordinates were scaled from a topographic map and have
 GB0899.an estimated accuracy of +/- 6 seconds.
 GB0899
 GB0899.The orthometric height was determined by differential leveling
 GB0899.and adjusted by the National Geodetic Survey in June 1991..
 GB0899
 GB0899.The geoid height was determined by GEOID03.
 GB0899
 GB0899.The dynamic height is computed by dividing the NAVD 88
 GB0899.geopotential number by the normal gravity value computed on the
 GB0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0899.degrees latitude (g = 980.6199 gals.).
 GB0899
 GB0899.The modeled gravity was interpolated from observed gravity values.
 GB0899
 GB0899;                    North         East    Units  Estimated Accuracy
 GB0899;SPC TN       -   216,720.      720,990.      MT  (+/- 180 meters Scaled)
 GB0899
 GB0899                          SUPERSEDED SURVEY CONTROL
 GB0899
 GB0899  NGVD 29 (??/??/92)  430.871  (m)         1413.62   (f) ADJ UNCH    1 1
 GB0899
 GB0899.Superseded values are not recommended for survey control.
 GB0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0899.See file dsdata.txt to determine how the superseded data were derived.
 GB0899
 GB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF107174(NAD 83)
 GB0899_MARKER: DB = BENCH MARK DISK
 GB0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0899_STAMPING: M 196 1950
 GB0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0899+STABILITY: SURFACE MOTION
 GB0899
 GB0899  HISTORY     - Date     Condition        Report By
 GB0899  HISTORY     - 1950     MONUMENTED       CGS
 GB0899  HISTORY     - 1968     GOOD             NGS
 GB0899
 GB0899                          STATION DESCRIPTION
 GB0899
 GB0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0899'3.6 MI NE FROM SUNBRIGHT.
 GB0899'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0899'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0899'SOUTHERN RAILWAY, THENCE 3.2 MILES NORTHEAST ALONG THE MAIN
 GB0899'TRACK, 120 YARDS NORTH OF MILEPOST 229, 24 1/2 FEET WEST OF THE
 GB0899'WEST RAIL OF THE WEST TRACK, 42 FEET SOUTHWEST OF THE CENTER OF A
 GB0899'CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 34 FEET SOUTH OF
 GB0899'THE CENTERLINE OF THE GRAVELED ROAD, 24 FEET NORTH OF A MARKER
 GB0899'POST FOR AN UNDERGROUND TELEPHONE CABLE, 199.0 FEET NORTHWEST
 GB0899'OF BENCH MARK TT 19 E USGS, 1.4 FEET SOUTHWEST OF A METAL
 GB0899'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 GB0899'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0941 ***********************************************************************
 GB0941  DESIGNATION -  M 197
 GB0941  PID         -  GB0941
 GB0941  STATE/COUNTY-  TN/SCOTT
 GB0941  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0941
 GB0941                         *CURRENT SURVEY CONTROL
 GB0941  ___________________________________________________________________
 GB0941* NAD 83(1986)-  36 27 50.     (N)    084 32 53.     (W)     SCALED    
 GB0941* NAVD 88     -       452.733  (meters)    1485.34   (feet)  ADJUSTED  
 GB0941  ___________________________________________________________________
 GB0941  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB0941  DYNAMIC HT  -         452.345 (meters)    1484.07  (feet)  COMP
 GB0941  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GB0941
 GB0941  VERT ORDER  -  FIRST     CLASS I
 GB0941
 GB0941.The horizontal coordinates were scaled from a topographic map and have
 GB0941.an estimated accuracy of +/- 6 seconds.
 GB0941
 GB0941.The orthometric height was determined by differential leveling
 GB0941.and adjusted by the National Geodetic Survey in June 1991..
 GB0941
 GB0941.The geoid height was determined by GEOID03.
 GB0941
 GB0941.The dynamic height is computed by dividing the NAVD 88
 GB0941.geopotential number by the normal gravity value computed on the
 GB0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0941.degrees latitude (g = 980.6199 gals.).
 GB0941
 GB0941.The modeled gravity was interpolated from observed gravity values.
 GB0941
 GB0941;                    North         East    Units  Estimated Accuracy
 GB0941;SPC TN       -   237,350.      730,140.      MT  (+/- 180 meters Scaled)
 GB0941
 GB0941                          SUPERSEDED SURVEY CONTROL
 GB0941
 GB0941  NGVD 29 (??/??/92)  452.859  (m)         1485.75   (f) ADJ UNCH    1 1
 GB0941
 GB0941.Superseded values are not recommended for survey control.
 GB0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0941.See file dsdata.txt to determine how the superseded data were derived.
 GB0941
 GB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF197381(NAD 83)
 GB0941_MARKER: DB = BENCH MARK DISK
 GB0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0941_STAMPING: M 197 1950
 GB0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0941+STABILITY: SURFACE MOTION
 GB0941
 GB0941  HISTORY     - Date     Condition        Report By
 GB0941  HISTORY     - 1950     MONUMENTED       CGS
 GB0941  HISTORY     - 1968     GOOD             NGS
 GB0941  HISTORY     - 1981     GOOD             CGS
 GB0941
 GB0941                          STATION DESCRIPTION
 GB0941
 GB0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0941'3 MI S FROM ONEIDA.
 GB0941'ABOUT 3.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 GB0941'STATION AT ONEIDA, OR ABOUT 2.35 MILES NORTH ALONG THE SOUTHERN
 GB0941'RAILWAY FROM THE STATION AT HELENWOOD, 0.45 MILE SOUTH OF A
 GB0941'RAILROAD UNDERPASS FOR A PAVED ROAD, 70 1/2 FEET EAST OF THE
 GB0941'EAST RAIL OF THE EAST TRACK, 53 FEET WEST OF THE CENTERLINE OF
 GB0941'U.S. HIGHWAY 27, 8 FEET NORTHEAST OF THE CENTERLINE OF A TRAIL
 GB0941'ROAD, 24 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET
 GB0941'EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 GB0941'THE HIGHWAY, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 GB0941'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 GB0941
 GB0941                          STATION RECOVERY (1981)
 GB0941
 GB0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 GB0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1147 ***********************************************************************
 GC1147  DESIGNATION -  M 198
 GC1147  PID         -  GC1147
 GC1147  STATE/COUNTY-  TN/MONTGOMERY
 GC1147  USGS QUAD   -  SANGO (1984)
 GC1147
 GC1147                         *CURRENT SURVEY CONTROL
 GC1147  ___________________________________________________________________
 GC1147* NAD 83(1986)-  36 37 19.     (N)    087 12 36.     (W)     SCALED    
 GC1147* NAVD 88     -       169.533  (meters)     556.21   (feet)  ADJUSTED  
 GC1147  ___________________________________________________________________
 GC1147  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC1147  DYNAMIC HT  -         169.396 (meters)     555.76  (feet)  COMP
 GC1147  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 GC1147
 GC1147  VERT ORDER  -  FIRST     CLASS II
 GC1147
 GC1147.The horizontal coordinates were scaled from a topographic map and have
 GC1147.an estimated accuracy of +/- 6 seconds.
 GC1147
 GC1147.The orthometric height was determined by differential leveling
 GC1147.and adjusted by the National Geodetic Survey in June 1991..
 GC1147
 GC1147.The geoid height was determined by GEOID03.
 GC1147
 GC1147.The dynamic height is computed by dividing the NAVD 88
 GC1147.geopotential number by the normal gravity value computed on the
 GC1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1147.degrees latitude (g = 980.6199 gals.).
 GC1147
 GC1147.The modeled gravity was interpolated from observed gravity values.
 GC1147
 GC1147;                    North         East    Units  Estimated Accuracy
 GC1147;SPC TN       -   254,600.      491,760.      MT  (+/- 180 meters Scaled)
 GC1147
 GC1147                          SUPERSEDED SURVEY CONTROL
 GC1147
 GC1147  NGVD 29 (??/??/92)  169.608  (m)          556.46   (f) ADJ UNCH    1 2
 GC1147
 GC1147.Superseded values are not recommended for survey control.
 GC1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1147.See file dsdata.txt to determine how the superseded data were derived.
 GC1147
 GC1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF812529(NAD 83)
 GC1147_MARKER: DB = BENCH MARK DISK
 GC1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1147_STAMPING: M 198 1954
 GC1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1147+STABILITY: SURFACE MOTION
 GC1147
 GC1147  HISTORY     - Date     Condition        Report By
 GC1147  HISTORY     - 1954     MONUMENTED       CGS
 GC1147  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC1147
 GC1147                          STATION DESCRIPTION
 GC1147
 GC1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1147'6.1 MI NE FROM ST BETHLEHEM.
 GC1147'6.1 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1147'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1147'1.0 MILE NORTHEAST OF THE ROAD CROSSING AT BELDON (HAMPTON
 GC1147'STATION), ABOUT 184 YARDS SOUTHWEST OF MILE POST 167, 25 1/2 FEET
 GC1147'NORTHWEST OF NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE LINE,
 GC1147'79 1/2 FEET SOUTHWEST OF CENTER OF A GATE IN FENCE LINE, 86 1/2
 GC1147'FEET WEST OF CENTER OF CROSSING OF A PRIVATE FIELD ROAD, 165 FEET
 GC1147'SOUTH-SOUTHWEST OF POWER POLE NO. 1033 49, 2 FEET SOUTHWEST OF
 GC1147'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK
 GC1147'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GC1147
 GC1147                          STATION RECOVERY (1984)
 GC1147
 GC1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1147'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0698 ***********************************************************************
 FC0698  DESIGNATION -  M 2
 FC0698  PID         -  FC0698
 FC0698  STATE/COUNTY-  TN/RHEA
 FC0698  USGS QUAD   -  EVENSVILLE (1990)
 FC0698
 FC0698                         *CURRENT SURVEY CONTROL
 FC0698  ___________________________________________________________________
 FC0698* NAD 83(1986)-  35 34 32.     (N)    084 56 45.     (W)     SCALED    
 FC0698* NAVD 88     -       231.291  (meters)     758.83   (feet)  ADJUSTED  
 FC0698  ___________________________________________________________________
 FC0698  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC0698  DYNAMIC HT  -         231.067 (meters)     758.09  (feet)  COMP
 FC0698  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 FC0698
 FC0698  VERT ORDER  -  FIRST     CLASS II
 FC0698
 FC0698.The horizontal coordinates were scaled from a topographic map and have
 FC0698.an estimated accuracy of +/- 6 seconds.
 FC0698
 FC0698.The orthometric height was determined by differential leveling
 FC0698.and adjusted by the National Geodetic Survey in June 1991..
 FC0698
 FC0698.The geoid height was determined by GEOID03.
 FC0698
 FC0698.The dynamic height is computed by dividing the NAVD 88
 FC0698.geopotential number by the normal gravity value computed on the
 FC0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0698.degrees latitude (g = 980.6199 gals.).
 FC0698
 FC0698.The modeled gravity was interpolated from observed gravity values.
 FC0698
 FC0698;                    North         East    Units  Estimated Accuracy
 FC0698;SPC TN       -   138,340.      695,550.      MT  (+/- 180 meters Scaled)
 FC0698
 FC0698                          SUPERSEDED SURVEY CONTROL
 FC0698
 FC0698  NGVD 29 (??/??/92)  231.363  (m)          759.06   (f) ADJ UNCH    1 2
 FC0698
 FC0698.Superseded values are not recommended for survey control.
 FC0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0698.See file dsdata.txt to determine how the superseded data were derived.
 FC0698
 FC0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE861388(NAD 83)
 FC0698_MARKER: Z = SEE DESCRIPTION
 FC0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0698_SP_SET: BRIDGE
 FC0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0698
 FC0698  HISTORY     - Date     Condition        Report By
 FC0698  HISTORY     - UNK      MONUMENTED       CGS
 FC0698  HISTORY     - 1950     GOOD             NGS
 FC0698
 FC0698                          STATION DESCRIPTION
 FC0698
 FC0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0698'0.8 MI NE FROM EVENSVILLE.
 FC0698'0.75 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0698'AT EVENSVILLE, 48 YARDS SOUTHWEST OF SEMAPHORE NO. 2928-2929, A
 FC0698'SQUARE CUT ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 FC0698'STONE BRIDGE SEAT OF A 15-FOOT BRIDGE OVER A SMALL STREAM, 9 FEET
 FC0698'WEST OF THE WEST RAIL, 9 INCHES NORTHWEST OF THE WEST CORNER OF A
 FC0698'NEW ADDITION OF CONCRETE TO BRIDGE, 10 INCHES NORTHEAST OF THE
 FC0698'SOUTHWEST FACE OF THE STONE MASONRY, 8 INCHES SOUTHEAST OF THE
 FC0698'NORTHWEST FACE OF THE STONE MASONRY, 7 FEET BELOW THE TRACK AND
 FC0698'SURROUNDED BY THE LETTERS, U S C AND G S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0125 ***********************************************************************
 FE0125  DESIGNATION -  M 20
 FE0125  PID         -  FE0125
 FE0125  STATE/COUNTY-  TN/HENDERSON
 FE0125  USGS QUAD   -  REAGAN (1988)
 FE0125
 FE0125                         *CURRENT SURVEY CONTROL
 FE0125  ___________________________________________________________________
 FE0125* NAD 83(1986)-  35 37 10.     (N)    088 20 40.     (W)     SCALED    
 FE0125* NAVD 88     -       131.615  (meters)     431.81   (feet)  ADJUSTED  
 FE0125  ___________________________________________________________________
 FE0125  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FE0125  DYNAMIC HT  -         131.498 (meters)     431.42  (feet)  COMP
 FE0125  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 FE0125
 FE0125  VERT ORDER  -  SECOND    CLASS 0
 FE0125
 FE0125.The horizontal coordinates were scaled from a topographic map and have
 FE0125.an estimated accuracy of +/- 6 seconds.
 FE0125
 FE0125.The orthometric height was determined by differential leveling
 FE0125.and adjusted by the National Geodetic Survey in June 1991..
 FE0125
 FE0125.The geoid height was determined by GEOID03.
 FE0125
 FE0125.The dynamic height is computed by dividing the NAVD 88
 FE0125.geopotential number by the normal gravity value computed on the
 FE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0125.degrees latitude (g = 980.6199 gals.).
 FE0125
 FE0125.The modeled gravity was interpolated from observed gravity values.
 FE0125
 FE0125;                    North         East    Units  Estimated Accuracy
 FE0125;SPC TN       -   145,240.      387,640.      MT  (+/- 180 meters Scaled)
 FE0125
 FE0125                          SUPERSEDED SURVEY CONTROL
 FE0125
 FE0125  NGVD 29 (??/??/??)  131.632  (m)          431.86   (f) ADJUSTED    2 0
 FE0125
 FE0125.Superseded values are not recommended for survey control.
 FE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0125.See file dsdata.txt to determine how the superseded data were derived.
 FE0125
 FE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE782425(NAD 83)
 FE0125_MARKER: DB = BENCH MARK DISK
 FE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0125_STAMPING: 431.971 M 20 1934
 FE0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0125+STABILITY: SURFACE MOTION
 FE0125
 FE0125  HISTORY     - Date     Condition        Report By
 FE0125  HISTORY     - 1934     MONUMENTED       CGS
 FE0125  HISTORY     - 1935     GOOD             CGS
 FE0125
 FE0125                          STATION DESCRIPTION
 FE0125
 FE0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0125'3.5 MI SE FROM LEXINGTON.
 FE0125'3.5 MILES SOUTHEAST ALONG THE ABANDONED NASHVILLE, CHATTANOOGA
 FE0125'AND ST. LOUIS RAILWAY (PERRYVILLE BRANCH) FROM LEXINGTON, HENDERSON
 FE0125'COUNTY, 100 YARDS SOUTHWEST OF A ROAD CROSSING, AT A PRIVATE-ROAD
 FE0125'CROSSING ON THE J.F. SMITH FARM IN 1934, 24 FEET NORTHWEST OF THE
 FE0125'OLD ROADBED, AND 30 FEET SOUTHEAST OF A FENCE LINE.  A STANDARD
 FE0125'DISK, STAMPED 431.971 M 20 1934 AND SET IN THE TOP OF A CONCRETE
 FE0125'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2622 ***********************************************************************
 GA2622  DESIGNATION -  M 201
 GA2622  PID         -  GA2622
 GA2622  STATE/COUNTY-  TN/CLAIBORNE
 GA2622  USGS QUAD   -  EAGAN (1953)
 GA2622
 GA2622                         *CURRENT SURVEY CONTROL
 GA2622  ___________________________________________________________________
 GA2622* NAD 83(1986)-  36 34 25.     (N)    083 54 40.     (W)     SCALED    
 GA2622* NAVD 88     -       362.685  (meters)    1189.91   (feet)  ADJUSTED  
 GA2622  ___________________________________________________________________
 GA2622  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GA2622  DYNAMIC HT  -         362.368 (meters)    1188.87  (feet)  COMP
 GA2622  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GA2622
 GA2622  VERT ORDER  -  SECOND    CLASS 0
 GA2622
 GA2622.The horizontal coordinates were scaled from a topographic map and have
 GA2622.an estimated accuracy of +/- 6 seconds.
 GA2622
 GA2622.The orthometric height was determined by differential leveling
 GA2622.and adjusted by the National Geodetic Survey in June 1991..
 GA2622
 GA2622.The geoid height was determined by GEOID03.
 GA2622
 GA2622.The dynamic height is computed by dividing the NAVD 88
 GA2622.geopotential number by the normal gravity value computed on the
 GA2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2622.degrees latitude (g = 980.6199 gals.).
 GA2622
 GA2622.The modeled gravity was interpolated from observed gravity values.
 GA2622
 GA2622;                    North         East    Units  Estimated Accuracy
 GA2622;SPC TN       -   250,560.      786,960.      MT  (+/- 180 meters Scaled)
 GA2622
 GA2622                          SUPERSEDED SURVEY CONTROL
 GA2622
 GA2622  NGVD 29 (??/??/92)  362.820  (m)         1190.35   (f) ADJ UNCH    2 0
 GA2622
 GA2622.Superseded values are not recommended for survey control.
 GA2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2622.See file dsdata.txt to determine how the superseded data were derived.
 GA2622
 GA2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA395515(NAD 83)
 GA2622_MARKER: DB = BENCH MARK DISK
 GA2622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2622_SP_SET: BRIDGE
 GA2622_STAMPING: M 201 1951
 GA2622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2622
 GA2622  HISTORY     - Date     Condition        Report By
 GA2622  HISTORY     - 1951     MONUMENTED       CGS
 GA2622  HISTORY     - 1980     GOOD             LOCSUR
 GA2622
 GA2622                          STATION DESCRIPTION
 GA2622
 GA2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GA2622'1.2 MI SW FROM PRUDEN.
 GA2622'1.15 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2622'AT PRUDEN, ABOUT 0.15 MILE SOUTH OF MILE POST 82, ABOUT 0.1 MILE
 GA2622'NORTHEAST OF A BLACK TOP ROAD CROSSING AT VALLEY CREEK, SET IN
 GA2622'THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A RAILROAD
 GA2622'BRIDGE OVER CLEAR FORK CREEK, 8 FEET NORTHWEST OF THE NORTHWEST
 GA2622'RAIL, 2 1/2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF ABUTMENT AND
 GA2622'ABOUT 4 FEET BELOW THE TRACK.
 GA2622
 GA2622                          STATION RECOVERY (1980)
 GA2622
 GA2622'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 GA2622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0669 ***********************************************************************
 GB0669  DESIGNATION -  M 202
 GB0669  PID         -  GB0669
 GB0669  STATE/COUNTY-  TN/CAMPBELL
 GB0669  USGS QUAD   -  PIONEER (1979)
 GB0669
 GB0669                         *CURRENT SURVEY CONTROL
 GB0669  ___________________________________________________________________
 GB0669* NAD 83(1986)-  36 29 24.     (N)    084 15 23.     (W)     SCALED    
 GB0669* NAVD 88     -       436.596  (meters)    1432.40   (feet)  ADJUSTED  
 GB0669  ___________________________________________________________________
 GB0669  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GB0669  DYNAMIC HT  -         436.214 (meters)    1431.15  (feet)  COMP
 GB0669  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 GB0669
 GB0669  VERT ORDER  -  SECOND    CLASS 0
 GB0669
 GB0669.The horizontal coordinates were scaled from a topographic map and have
 GB0669.an estimated accuracy of +/- 6 seconds.
 GB0669
 GB0669.The orthometric height was determined by differential leveling
 GB0669.and adjusted by the National Geodetic Survey in June 1991..
 GB0669
 GB0669.The geoid height was determined by GEOID03.
 GB0669
 GB0669.The dynamic height is computed by dividing the NAVD 88
 GB0669.geopotential number by the normal gravity value computed on the
 GB0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0669.degrees latitude (g = 980.6199 gals.).
 GB0669
 GB0669.The modeled gravity was interpolated from observed gravity values.
 GB0669
 GB0669;                    North         East    Units  Estimated Accuracy
 GB0669;SPC TN       -   240,680.      756,230.      MT  (+/- 180 meters Scaled)
 GB0669
 GB0669                          SUPERSEDED SURVEY CONTROL
 GB0669
 GB0669  NGVD 29 (??/??/92)  436.720  (m)         1432.81   (f) ADJ UNCH    2 0
 GB0669
 GB0669.Superseded values are not recommended for survey control.
 GB0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0669.See file dsdata.txt to determine how the superseded data were derived.
 GB0669
 GB0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF457418(NAD 83)
 GB0669_MARKER: DB = BENCH MARK DISK
 GB0669_SETTING: 66 = SET IN ROCK OUTCROP
 GB0669_SP_SET: ROCK OUTCROP
 GB0669_STAMPING: M 202 1951 1432.806
 GB0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0669+STABILITY: POSITION/ELEVATION WELL
 GB0669
 GB0669  HISTORY     - Date     Condition        Report By
 GB0669  HISTORY     - 1951     MONUMENTED       CGS
 GB0669  HISTORY     - 1957     GOOD             NGS
 GB0669
 GB0669                          STATION DESCRIPTION
 GB0669
 GB0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0669'0.7 MI W FROM ELK VALLEY.
 GB0669'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT ELK
 GB0669'VALLEY, ABOUT 1.15 MILES NORTHWEST OF THE SOUTHERN RAILWAY STATION
 GB0669'AT ELK VALLEY, AT THE T JUNCTION OF A MOUNTAIN ROAD LEADING
 GB0669'NORTHWEST, SET IN THE TOP OF THE NORTHWEST EDGE OF A FLAT OUTCROP
 GB0669'OF ROCK, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 GB0669'9 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF THE ROAD NORTHWEST,
 GB0669'10 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF THE
 GB0669'NORTHWEST EDGE OF THE OUTCROP AND ABOUT 4 FEET ABOVE THE ROAD.
 GB0669
 GB0669                          STATION RECOVERY (1957)
 GB0669
 GB0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1085 ***********************************************************************
 GB1085  DESIGNATION -  M 203
 GB1085  PID         -  GB1085
 GB1085  STATE/COUNTY-  TN/FENTRESS
 GB1085  USGS QUAD   -  SHARP PLACE (1981)
 GB1085
 GB1085                         *CURRENT SURVEY CONTROL
 GB1085  ___________________________________________________________________
 GB1085* NAD 83(1986)-  36 32 43.     (N)    084 50 20.     (W)     SCALED    
 GB1085* NAVD 88     -       524.126  (meters)    1719.57   (feet)  ADJUSTED  
 GB1085  ___________________________________________________________________
 GB1085  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB1085  DYNAMIC HT  -         523.688 (meters)    1718.13  (feet)  COMP
 GB1085  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 GB1085
 GB1085  VERT ORDER  -  SECOND    CLASS 0
 GB1085
 GB1085.The horizontal coordinates were scaled from a topographic map and have
 GB1085.an estimated accuracy of +/- 6 seconds.
 GB1085
 GB1085.The orthometric height was determined by differential leveling
 GB1085.and adjusted by the National Geodetic Survey in June 1991..
 GB1085
 GB1085.The geoid height was determined by GEOID03.
 GB1085
 GB1085.The dynamic height is computed by dividing the NAVD 88
 GB1085.geopotential number by the normal gravity value computed on the
 GB1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1085.degrees latitude (g = 980.6199 gals.).
 GB1085
 GB1085.The modeled gravity was interpolated from observed gravity values.
 GB1085
 GB1085;                    North         East    Units  Estimated Accuracy
 GB1085;SPC TN       -   246,040.      703,970.      MT  (+/- 180 meters Scaled)
 GB1085
 GB1085                          SUPERSEDED SURVEY CONTROL
 GB1085
 GB1085  NGVD 29 (??/??/92)  524.257  (m)         1720.00   (f) ADJ UNCH    2 0
 GB1085
 GB1085.Superseded values are not recommended for survey control.
 GB1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1085.See file dsdata.txt to determine how the superseded data were derived.
 GB1085
 GB1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF934466(NAD 83)
 GB1085_MARKER: DB = BENCH MARK DISK
 GB1085_SETTING: 66 = SET IN ROCK OUTCROP
 GB1085_SP_SET: ROCK LEDGE
 GB1085_STAMPING: M 203 1951 1720.000
 GB1085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1085+STABILITY: POSITION/ELEVATION WELL
 GB1085
 GB1085  HISTORY     - Date     Condition        Report By
 GB1085  HISTORY     - 1951     MONUMENTED       CGS
 GB1085  HISTORY     - 1958     GOOD             NGS
 GB1085
 GB1085                          STATION DESCRIPTION
 GB1085
 GB1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1085'8.6 MI N FROM EAST JAMESTOWN.
 GB1085'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1085'AT EAST JAMESTOWN, THENCE ABOUT 2.4 MILES NORTHWEST ALONG A
 GB1085'GRAVEL ROAD, SET VETICALLY IN FACE OF AN OUTCROPPING SANDSTONE
 GB1085'LEDGE, 13 FEET WEST OF CENTER LINE OF ROAD, 98 FEET SOUTH OF
 GB1085'CENTER OF A DIM CROSSROAD, 28 FEET NORTHWEST AND ACROSS ROAD FROM
 GB1085'A TRIANGULAR BLAZED 9-INCH OAK TREE, AND ABOUT 3 FEET ABOVE ROAD.
 GB1085
 GB1085                          STATION RECOVERY (1958)
 GB1085
 GB1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1595 ***********************************************************************
 GB1595  DESIGNATION -  M 204
 GB1595  PID         -  GB1595
 GB1595  STATE/COUNTY-  TN/CLAY
 GB1595  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1595
 GB1595                         *CURRENT SURVEY CONTROL
 GB1595  ___________________________________________________________________
 GB1595* NAD 83(1986)-  36 32 45.     (N)    085 29 34.     (W)     SCALED    
 GB1595* NAVD 88     -       167.886  (meters)     550.81   (feet)  ADJUSTED  
 GB1595  ___________________________________________________________________
 GB1595  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1595  DYNAMIC HT  -         167.743 (meters)     550.34  (feet)  COMP
 GB1595  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GB1595
 GB1595  VERT ORDER  -  SECOND    CLASS 0
 GB1595
 GB1595.The horizontal coordinates were scaled from a topographic map and have
 GB1595.an estimated accuracy of +/- 6 seconds.
 GB1595
 GB1595.The orthometric height was determined by differential leveling
 GB1595.and adjusted by the National Geodetic Survey in June 1991..
 GB1595
 GB1595.The geoid height was determined by GEOID03.
 GB1595
 GB1595.The dynamic height is computed by dividing the NAVD 88
 GB1595.geopotential number by the normal gravity value computed on the
 GB1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1595.degrees latitude (g = 980.6199 gals.).
 GB1595
 GB1595.The modeled gravity was interpolated from observed gravity values.
 GB1595
 GB1595;                    North         East    Units  Estimated Accuracy
 GB1595;SPC TN       -   245,600.      645,420.      MT  (+/- 180 meters Scaled)
 GB1595
 GB1595                          SUPERSEDED SURVEY CONTROL
 GB1595
 GB1595  NGVD 29 (??/??/92)  168.000  (m)          551.18   (f) ADJ UNCH    2 0
 GB1595
 GB1595.Superseded values are not recommended for survey control.
 GB1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1595.See file dsdata.txt to determine how the superseded data were derived.
 GB1595
 GB1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF349455(NAD 83)
 GB1595_MARKER: DB = BENCH MARK DISK
 GB1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1595_STAMPING: M 204 1951
 GB1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1595+STABILITY: SURFACE MOTION
 GB1595
 GB1595  HISTORY     - Date     Condition        Report By
 GB1595  HISTORY     - 1951     MONUMENTED       CGS
 GB1595  HISTORY     - 1966     MARK NOT FOUND   NGS
 GB1595
 GB1595                          STATION DESCRIPTION
 GB1595
 GB1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1595'0.8 MI E FROM CELINA.
 GB1595'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 53 FROM THE COURT
 GB1595'HOUSE AT CELINA, ABOUT 0.5 MILE WEST OF A BRIDGE OVER OBEY RIVER,
 GB1595'34 FEET NORTH OF CENTER LINE OF HIGHWAY, 185 1/2 FEET WEST OF
 GB1595'THE WEST END OF THE NORTH HEAD WALL OF A 2-FOOT CONCRETE BOX
 GB1595'CULVERT, 59 FEET NORTHWEST AND ACROSS HIGHWAY FROM A FIRE
 GB1595'HYDRANT, 1 FOOT SOUTH OF A FENCE CORNER AND IN LINE WITH A FENCE
 GB1595'RUNNING NORTH, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 GB1595'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GB1595'ABOUT FLUSH WITH GROUND.
 GB1595
 GB1595                          STATION RECOVERY (1966)
 GB1595
 GB1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0178 ***********************************************************************
 FE0178  DESIGNATION -  M 21
 FE0178  PID         -  FE0178
 FE0178  STATE/COUNTY-  TN/DECATUR
 FE0178  USGS QUAD   -  BATH SPRINGS (1972)
 FE0178
 FE0178                         *CURRENT SURVEY CONTROL
 FE0178  ___________________________________________________________________
 FE0178* NAD 83(1986)-  35 25 40.     (N)    088 06 44.     (W)     SCALED    
 FE0178* NAVD 88     -       173.379  (meters)     568.83   (feet)  ADJUSTED  
 FE0178  ___________________________________________________________________
 FE0178  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FE0178  DYNAMIC HT  -         173.222 (meters)     568.31  (feet)  COMP
 FE0178  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 FE0178
 FE0178  VERT ORDER  -  FIRST     CLASS II
 FE0178
 FE0178.The horizontal coordinates were scaled from a topographic map and have
 FE0178.an estimated accuracy of +/- 6 seconds.
 FE0178
 FE0178.The orthometric height was determined by differential leveling
 FE0178.and adjusted by the National Geodetic Survey in June 1991..
 FE0178
 FE0178.The geoid height was determined by GEOID03.
 FE0178
 FE0178.The dynamic height is computed by dividing the NAVD 88
 FE0178.geopotential number by the normal gravity value computed on the
 FE0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0178.degrees latitude (g = 980.6199 gals.).
 FE0178
 FE0178.The modeled gravity was interpolated from observed gravity values.
 FE0178
 FE0178;                    North         East    Units  Estimated Accuracy
 FE0178;SPC TN       -   123,500.      408,210.      MT  (+/- 180 meters Scaled)
 FE0178
 FE0178                          SUPERSEDED SURVEY CONTROL
 FE0178
 FE0178  NGVD 29 (??/??/??)  173.388  (m)          568.86   (f) ADJUSTED    1 2
 FE0178
 FE0178.Superseded values are not recommended for survey control.
 FE0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0178.See file dsdata.txt to determine how the superseded data were derived.
 FE0178
 FE0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE990210(NAD 83)
 FE0178_MARKER: DB = BENCH MARK DISK
 FE0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0178_STAMPING: 569.087 M 21 1934
 FE0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0178+STABILITY: SURFACE MOTION
 FE0178
 FE0178  HISTORY     - Date     Condition        Report By
 FE0178  HISTORY     - 1934     MONUMENTED       CGS
 FE0178  HISTORY     - 1949     GOOD             CGS
 FE0178
 FE0178                          STATION DESCRIPTION
 FE0178
 FE0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0178'1.4 MI SW FROM BATH SPRINGS.
 FE0178'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE PUBLIC
 FE0178'SCHOOL AND THE JUNCTION OF THE STATE HIGHWAY 114 AT BATH
 FE0178'SPRINGS, DECATUR COUNTY, 0.25 MILE NORTH OF MOUNT NEBO CHURCH,
 FE0178'AT THE TOP OF A GRADE, IN AN OPEN CULTIVATED FIELD, 248 FEET
 FE0178'NORTHEAST OF THE NORTHEAST CORNER OF A LOG FARMHOUSE, 89 FEET
 FE0178'WEST ACROSS THE HIGHWAY FROM A TRIANGULAR-BLAZED 6-INCH OAK TREE,
 FE0178'40 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 FE0178'SOUTHWEST OF A WINDING ROAD SIGN, 31 FEET NORTH OF A 4-INCH
 FE0178'PINE TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2
 FE0178'FEET SOUTH OF A STEEL POST, AND LEVEL WITH THE HIGHWAY.  A
 FE0178'STANDARD DISK, STAMPED 569.087 M 21 1934 AND SET IN THE TOP OF A
 FE0178'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1261 ***********************************************************************
 FE1261  DESIGNATION -  M 212
 FE1261  PID         -  FE1261
 FE1261  STATE/COUNTY-  TN/SHELBY
 FE1261  USGS QUAD   -  ELLENDALE (1993)
 FE1261
 FE1261                         *CURRENT SURVEY CONTROL
 FE1261  ___________________________________________________________________
 FE1261* NAD 83(1986)-  35 13 25.     (N)    089 45 32.     (W)     SCALED    
 FE1261* NAVD 88     -       123.987  (meters)     406.78   (feet)  ADJUSTED  
 FE1261  ___________________________________________________________________
 FE1261  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1261  DYNAMIC HT  -         123.875 (meters)     406.41  (feet)  COMP
 FE1261  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 FE1261
 FE1261  VERT ORDER  -  SECOND    CLASS 0
 FE1261
 FE1261.The horizontal coordinates were scaled from a topographic map and have
 FE1261.an estimated accuracy of +/- 6 seconds.
 FE1261
 FE1261.The orthometric height was determined by differential leveling
 FE1261.and adjusted by the National Geodetic Survey in June 1991..
 FE1261
 FE1261.The geoid height was determined by GEOID03.
 FE1261
 FE1261.The dynamic height is computed by dividing the NAVD 88
 FE1261.geopotential number by the normal gravity value computed on the
 FE1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1261.degrees latitude (g = 980.6199 gals.).
 FE1261
 FE1261.The modeled gravity was interpolated from observed gravity values.
 FE1261
 FE1261;                    North         East    Units  Estimated Accuracy
 FE1261;SPC TN       -   105,350.      257,880.      MT  (+/- 180 meters Scaled)
 FE1261
 FE1261                          SUPERSEDED SURVEY CONTROL
 FE1261
 FE1261  NGVD 29 (??/??/??)  123.974  (m)          406.74   (f) ADJUSTED    2 0
 FE1261
 FE1261.Superseded values are not recommended for survey control.
 FE1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1261.See file dsdata.txt to determine how the superseded data were derived.
 FE1261
 FE1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE489013(NAD 83)
 FE1261_MARKER: DB = BENCH MARK DISK
 FE1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1261_STAMPING: M 212 1958
 FE1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1261+STABILITY: SURFACE MOTION
 FE1261
 FE1261  HISTORY     - Date     Condition        Report By
 FE1261  HISTORY     - 1958     MONUMENTED       CGS
 FE1261  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1261
 FE1261                          STATION DESCRIPTION
 FE1261
 FE1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1261'7.5 MI ENE FROM BARTLETT.
 FE1261'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING AT
 FE1261'BARTLETT, THENCE 3.7 MILES EAST ALONG STAGE 64, THENCE 1.4 MILES
 FE1261'NORTH ALONG BRUNSWICK RD., THENCE 0.5 MILES EAST ALONG THE DAVIS
 FE1261'PLANTATION RD., 95 FT. WEST OF THE NORTH GATE POST OF A DRIVE
 FE1261'LEADING TO A LARGE WHITE HOUSE, 48 FT. SOUTH OF THE SOUTHWEST
 FE1261'CORNER OF A HOUSE, 15 FT. SOUTH OF THE CENTER LINE OF THE DAVIS
 FE1261'PLANTATION RD., 4.3 FT. SOUTH OF A TELEPHONE POLE, 2.8 FT. SOUTH
 FE1261'OF A WHITE WITNESS POST, A C AND GS DISK SET IN TOP OF A CONCRETE
 FE1261'POST PROJECTING 3 INCHES, ABOUT LEVEL WITH THE ROAD.
 FE1261
 FE1261                          STATION RECOVERY (1992)
 FE1261
 FE1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1261'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1086 ***********************************************************************
 FE1086  DESIGNATION -  M 213
 FE1086  PID         -  FE1086
 FE1086  STATE/COUNTY-  TN/FAYETTE
 FE1086  USGS QUAD   -  STANTON (1983)
 FE1086
 FE1086                         *CURRENT SURVEY CONTROL
 FE1086  ___________________________________________________________________
 FE1086* NAD 83(1986)-  35 23 40.     (N)    089 26 01.     (W)     SCALED    
 FE1086* NAVD 88     -       106.164  (meters)     348.31   (feet)  ADJUSTED  
 FE1086  ___________________________________________________________________
 FE1086  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1086  DYNAMIC HT  -         106.070 (meters)     348.00  (feet)  COMP
 FE1086  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FE1086
 FE1086  VERT ORDER  -  SECOND    CLASS 0
 FE1086
 FE1086.The horizontal coordinates were scaled from a topographic map and have
 FE1086.an estimated accuracy of +/- 6 seconds.
 FE1086
 FE1086.The orthometric height was determined by differential leveling
 FE1086.and adjusted by the National Geodetic Survey in June 1991..
 FE1086
 FE1086.The geoid height was determined by GEOID03.
 FE1086
 FE1086.The dynamic height is computed by dividing the NAVD 88
 FE1086.geopotential number by the normal gravity value computed on the
 FE1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1086.degrees latitude (g = 980.6199 gals.).
 FE1086
 FE1086.The modeled gravity was interpolated from observed gravity values.
 FE1086
 FE1086;                    North         East    Units  Estimated Accuracy
 FE1086;SPC TN       -   123,200.      288,130.      MT  (+/- 180 meters Scaled)
 FE1086
 FE1086                          SUPERSEDED SURVEY CONTROL
 FE1086
 FE1086  NGVD 29 (??/??/??)  106.153  (m)          348.27   (f) ADJUSTED    2 0
 FE1086
 FE1086.Superseded values are not recommended for survey control.
 FE1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1086.See file dsdata.txt to determine how the superseded data were derived.
 FE1086
 FE1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE789195(NAD 83)
 FE1086_MARKER: DB = BENCH MARK DISK
 FE1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1086_STAMPING: M 213 1959
 FE1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1086+STABILITY: SURFACE MOTION
 FE1086
 FE1086  HISTORY     - Date     Condition        Report By
 FE1086  HISTORY     - 1959     MONUMENTED       CGS
 FE1086  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1086
 FE1086                          STATION DESCRIPTION
 FE1086
 FE1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1086'12 MI ESE FROM BRADEN.
 FE1086'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1086'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1086'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1086'MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1086'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1086'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.45 MILES
 FE1086'NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST, AND 0.65 MILE
 FE1086'NORTH ALONG A GRAVEL ROAD, 45 FT. SOUTHEAST OF THE CENTER LINE
 FE1086'OF THE T JUNCTION OF A GRAVEL ROAD LEADING NORTH AND SOUTH
 FE1086'AND A DIRT ROAD LEADING EAST, 29 FT. EAST-NORTHEAST OF A FENCE
 FE1086'CORNER POST, 22 FT. SOUTH OF THE CENTER LINE OF A ROAD, 0.5 FT.
 FE1086'NORTH OF A FENCE LINE, 2 FT. WEST OF A WITNESS POST, A C AND GS
 FE1086'DISK SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES, ABOUT
 FE1086'1 FT. ABOVE THE LEVEL OF THE ROAD.
 FE1086
 FE1086                          STATION RECOVERY (2002)
 FE1086
 FE1086'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1096 ***********************************************************************
 FE1096  DESIGNATION -  M 214
 FE1096  PID         -  FE1096
 FE1096  STATE/COUNTY-  TN/HAYWOOD
 FE1096  USGS QUAD   -  DANCYVILLE (1981)
 FE1096
 FE1096                         *CURRENT SURVEY CONTROL
 FE1096  ___________________________________________________________________
 FE1096* NAD 83(1986)-  35 24 46.     (N)    089 21 58.     (W)     SCALED    
 FE1096* NAVD 88     -        93.855  (meters)     307.92   (feet)  ADJUSTED  
 FE1096  ___________________________________________________________________
 FE1096  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FE1096  DYNAMIC HT  -          93.771 (meters)     307.65  (feet)  COMP
 FE1096  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 FE1096
 FE1096  VERT ORDER  -  SECOND    CLASS 0
 FE1096
 FE1096.The horizontal coordinates were scaled from a topographic map and have
 FE1096.an estimated accuracy of +/- 6 seconds.
 FE1096
 FE1096.The orthometric height was determined by differential leveling
 FE1096.and adjusted by the National Geodetic Survey in June 1991..
 FE1096
 FE1096.The geoid height was determined by GEOID03.
 FE1096
 FE1096.The dynamic height is computed by dividing the NAVD 88
 FE1096.geopotential number by the normal gravity value computed on the
 FE1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1096.degrees latitude (g = 980.6199 gals.).
 FE1096
 FE1096.The modeled gravity was interpolated from observed gravity values.
 FE1096
 FE1096;                    North         East    Units  Estimated Accuracy
 FE1096;SPC TN       -   125,020.      294,330.      MT  (+/- 180 meters Scaled)
 FE1096
 FE1096                          SUPERSEDED SURVEY CONTROL
 FE1096
 FE1096  NGVD 29 (??/??/??)   93.849  (m)          307.90   (f) ADJUSTED    2 0
 FE1096
 FE1096.Superseded values are not recommended for survey control.
 FE1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1096.See file dsdata.txt to determine how the superseded data were derived.
 FE1096
 FE1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE851213(NAD 83)
 FE1096_MARKER: DB = BENCH MARK DISK
 FE1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1096_STAMPING: M 214 1959
 FE1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1096+STABILITY: SURFACE MOTION
 FE1096
 FE1096  HISTORY     - Date     Condition        Report By
 FE1096  HISTORY     - 1959     MONUMENTED       CGS
 FE1096  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1096
 FE1096                          STATION DESCRIPTION
 FE1096
 FE1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1096'8.4 MI SE FROM STANTON.
 FE1096'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1096'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST
 FE1096'ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1096'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1096'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD AND
 FE1096'ABOUT 0.9 MILE SOUTHWEST ACROSS COUNTY, 60 FT. SOUTHEAST OF THE
 FE1096'SOUTHEAST CORNER OF A FRAME HOUSE, 45 FT. WEST-SOUTHWEST OF
 FE1096'THE CENTER OF A PAVED ROAD, 21.9 FT. NORTHWEST OF A FENCE
 FE1096'CORNER POST, 2.8 FT. WEST-SOUTHWEST OF A POWER LINE POLE, 2.2
 FE1096'FT. NORTHWEST OF A WITNESS POST, A C AND GS DISK SET IN TOP
 FE1096'OF A CONCRETE POST PROJECTING 4 INCHES, ABOUT 2 FT. ABOVE THE
 FE1096'LEVEL OF THE ROAD.
 FE1096
 FE1096                          STATION RECOVERY (2002)
 FE1096
 FE1096'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1096'AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0593 ***********************************************************************
 FE0593  DESIGNATION -  M 215
 FE0593  PID         -  FE0593
 FE0593  STATE/COUNTY-  TN/MADISON
 FE0593  USGS QUAD   -  WESTOVER (1981)
 FE0593
 FE0593                         *CURRENT SURVEY CONTROL
 FE0593  ___________________________________________________________________
 FE0593* NAD 83(1986)-  35 37 01.     (N)    088 59 58.     (W)     SCALED    
 FE0593* NAVD 88     -       118.857  (meters)     389.95   (feet)  ADJUSTED  
 FE0593  ___________________________________________________________________
 FE0593  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FE0593  DYNAMIC HT  -         118.751 (meters)     389.60  (feet)  COMP
 FE0593  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 FE0593
 FE0593  VERT ORDER  -  SECOND    CLASS 0
 FE0593
 FE0593.The horizontal coordinates were scaled from a topographic map and have
 FE0593.an estimated accuracy of +/- 6 seconds.
 FE0593
 FE0593.The orthometric height was determined by differential leveling
 FE0593.and adjusted by the National Geodetic Survey in June 1991..
 FE0593
 FE0593.The geoid height was determined by GEOID03.
 FE0593
 FE0593.The dynamic height is computed by dividing the NAVD 88
 FE0593.geopotential number by the normal gravity value computed on the
 FE0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0593.degrees latitude (g = 980.6199 gals.).
 FE0593
 FE0593.The modeled gravity was interpolated from observed gravity values.
 FE0593
 FE0593;                    North         East    Units  Estimated Accuracy
 FE0593;SPC TN       -   146,580.      328,310.      MT  (+/- 180 meters Scaled)
 FE0593
 FE0593                          SUPERSEDED SURVEY CONTROL
 FE0593
 FE0593  NGVD 29 (??/??/??)  118.882  (m)          390.03   (f) ADJUSTED    2 0
 FE0593
 FE0593.Superseded values are not recommended for survey control.
 FE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0593.See file dsdata.txt to determine how the superseded data were derived.
 FE0593
 FE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE189433(NAD 83)
 FE0593_MARKER: DB = BENCH MARK DISK
 FE0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0593_SP_SET: CULVERT
 FE0593_STAMPING: M 215 1959
 FE0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0593+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0593
 FE0593  HISTORY     - Date     Condition        Report By
 FE0593  HISTORY     - 1959     MONUMENTED       CGS
 FE0593  HISTORY     - 20020910 GOOD             USACE
 FE0593
 FE0593                          STATION DESCRIPTION
 FE0593
 FE0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0593'15.4 MI NNE FROM BROWNSVILLE.
 FE0593'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0593'BROWNSVILLE, THENCE 5.65 MILES NORTHEAST ON INTERSTATE HIGHWAY
 FE0593'40, 0.8 MILE EAST OF TRAVERSE STATION ROB.  THE MARK IS 32 FEET
 FE0593'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE
 FE0593'OF INTERSTATE HIGHWAY 40.  THE MARK IS SET IN THE EAST END OF
 FE0593'THE SOUTH CONCRETE WINGWALL OF A 10 FEET WIDE CONCRETE CULVERT.
 FE0593'THE MARK IS ABOUT LEVEL WITH THE ROAD.
 FE0593
 FE0593                          STATION RECOVERY (2002)
 FE0593
 FE0593'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0671 ***********************************************************************
 FE0671  DESIGNATION -  M 216
 FE0671  PID         -  FE0671
 FE0671  STATE/COUNTY-  TN/HENDERSON
 FE0671  USGS QUAD   -  CEDAR GROVE (1983)
 FE0671
 FE0671                         *CURRENT SURVEY CONTROL
 FE0671  ___________________________________________________________________
 FE0671* NAD 83(1986)-  35 45 08.     (N)    088 31 07.     (W)     SCALED    
 FE0671* NAVD 88     -       160.008  (meters)     524.96   (feet)  ADJUSTED  
 FE0671  ___________________________________________________________________
 FE0671  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0671  DYNAMIC HT  -         159.865 (meters)     524.49  (feet)  COMP
 FE0671  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 FE0671
 FE0671  VERT ORDER  -  SECOND    CLASS 0
 FE0671
 FE0671.The horizontal coordinates were scaled from a topographic map and have
 FE0671.an estimated accuracy of +/- 6 seconds.
 FE0671
 FE0671.The orthometric height was determined by differential leveling
 FE0671.and adjusted by the National Geodetic Survey in June 1991..
 FE0671
 FE0671.The geoid height was determined by GEOID03.
 FE0671
 FE0671.The dynamic height is computed by dividing the NAVD 88
 FE0671.geopotential number by the normal gravity value computed on the
 FE0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0671.degrees latitude (g = 980.6199 gals.).
 FE0671
 FE0671.The modeled gravity was interpolated from observed gravity values.
 FE0671
 FE0671;                    North         East    Units  Estimated Accuracy
 FE0671;SPC TN       -   160,360.      372,240.      MT  (+/- 180 meters Scaled)
 FE0671
 FE0671                          SUPERSEDED SURVEY CONTROL
 FE0671
 FE0671  NGVD 29 (??/??/??)  160.033  (m)          525.04   (f) ADJUSTED    2 0
 FE0671
 FE0671.Superseded values are not recommended for survey control.
 FE0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0671.See file dsdata.txt to determine how the superseded data were derived.
 FE0671
 FE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE626575(NAD 83)
 FE0671_MARKER: DB = BENCH MARK DISK
 FE0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0671_STAMPING: M 216 1959
 FE0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0671+STABILITY: SURFACE MOTION
 FE0671
 FE0671  HISTORY     - Date     Condition        Report By
 FE0671  HISTORY     - 1959     MONUMENTED       CGS
 FE0671
 FE0671                          STATION DESCRIPTION
 FE0671
 FE0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0671'17.2 MI SW FROM YUMA.
 FE0671'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0671'RAILROAD FROM THE STATION IN YUMA, THENCE 1.85 MILES WEST AND
 FE0671'SOUTH ON A GRAVELED AND ASPHALT ROAD, THENCE 3.25 MILES WEST ON A
 FE0671'GRAVELED AND ASPHALT ROAD, THENCE 2.1 MILES SOUTH ON A GRAVELED
 FE0671'ROAD TO A DRIVEWAY, THENCE 0.35 MILE SOUTHWEST ACROSS COUNTRY TO
 FE0671'A TRACK ROAD, THENCE 0.4 MILE SOUTH ON A TRACK ROAD, THENCE 2.5
 FE0671'MILES EAST AND SOUTH ON A GRAVELED ROAD, THENCE 1.45 MILES
 FE0671'NORTHWEST ALONG STATE HIGHWAY 104, THENCE 0.4 MILE WEST ON A
 FE0671'GRAVELED ROAD.  IT IS 38 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 FE0671'ROAD, 117 FEET EAST-SOUTHEAST OF POWER LINE POLE NO. 5, 3 FEET
 FE0671'SOUTH-SOUTHEAST OF A WITNESS SIGN.  THE MARK IS SET IN THE TOP OF
 FE0671'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF
 FE0671'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1096 ***********************************************************************
 FD1096  DESIGNATION -  M 217
 FD1096  PID         -  FD1096
 FD1096  STATE/COUNTY-  TN/BENTON
 FD1096  USGS QUAD   -  DANIELS LANDING (1992)
 FD1096
 FD1096                         *CURRENT SURVEY CONTROL
 FD1096  ___________________________________________________________________
 FD1096* NAD 83(1986)-  35 51 16.     (N)    087 59 21.     (W)     SCALED    
 FD1096* NAVD 88     -       143.445  (meters)     470.62   (feet)  ADJUSTED  
 FD1096  ___________________________________________________________________
 FD1096  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FD1096  DYNAMIC HT  -         143.321 (meters)     470.21  (feet)  COMP
 FD1096  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 FD1096
 FD1096  VERT ORDER  -  SECOND    CLASS 0
 FD1096
 FD1096.The horizontal coordinates were scaled from a topographic map and have
 FD1096.an estimated accuracy of +/- 6 seconds.
 FD1096
 FD1096.The orthometric height was determined by differential leveling
 FD1096.and adjusted by the National Geodetic Survey in June 1991..
 FD1096
 FD1096.The geoid height was determined by GEOID03.
 FD1096
 FD1096.The dynamic height is computed by dividing the NAVD 88
 FD1096.geopotential number by the normal gravity value computed on the
 FD1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1096.degrees latitude (g = 980.6199 gals.).
 FD1096
 FD1096.The modeled gravity was interpolated from observed gravity values.
 FD1096
 FD1096;                    North         East    Units  Estimated Accuracy
 FD1096;SPC TN       -   170,590.      420,340.      MT  (+/- 180 meters Scaled)
 FD1096
 FD1096                          SUPERSEDED SURVEY CONTROL
 FD1096
 FD1096  NGVD 29 (??/??/92)  143.471  (m)          470.70   (f) ADJ UNCH    2 0
 FD1096
 FD1096.Superseded values are not recommended for survey control.
 FD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1096.See file dsdata.txt to determine how the superseded data were derived.
 FD1096
 FD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE106682(NAD 83)
 FD1096_MARKER: DB = BENCH MARK DISK
 FD1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1096_STAMPING: M 217 1959
 FD1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1096+STABILITY: SURFACE MOTION
 FD1096
 FD1096  HISTORY     - Date     Condition        Report By
 FD1096  HISTORY     - 1959     MONUMENTED       CGS
 FD1096  HISTORY     - 1967     GOOD             NGS
 FD1096  HISTORY     - 1973     GOOD             TVA
 FD1096
 FD1096                          STATION DESCRIPTION
 FD1096
 FD1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FD1096'7.3 MI E FROM MC ILLWAIN.
 FD1096'FROM THE BUFFALO INTERCHANGE ON INTERSTATE ROUTE 40 ABOUT 9 MILES
 FD1096'NORTH OF LOBELVILLE ON STATE ROUTE 13, GO WESTERLY ON INTERSTATE
 FD1096'ROUTE 40 FOR 9.6 MILES TO THE BIRDSONG INTERCHANGE.  HERE TAKE
 FD1096'OFF RAMP RIGHT, THEN BACK LEFT ACROSS THE BIRDSONG ROAD OVERPASS
 FD1096'AND GO SOUTH AND SOUTHEASTERLY ON A GRAVELED ROAD FOR 2.1 MILES
 FD1096'TO THE MARK ON THE LEFT.  IT IS 32 FEET EAST OF THE APPROXIMATE
 FD1096'CENTER OF THE GRAVELED ROAD, 1.8 FEET EAST OF A METAL WITNESS
 FD1096'POST AND SIGN AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 FD1096'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FD1096'MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FD1096'M 217 1959.  NOTE-- STATION IS 2.15 MILES WEST AND SOUTH ALONG
 FD1096'GRAVEL ROAD FROM BIRDSONG INTERCHANGE AND OVERPASS OVER INTERSTATE
 FD1096'I-40, 19.90 FEET N 15 WEST FROM 8 INCH HICKORY 15.80 FEET SOUTH
 FD1096'15 WEST FROM 14 INCH WHITE OAK, TVA POST AND SIGN SET.
 FD1096
 FD1096                          STATION RECOVERY (1973)
 FD1096
 FD1096'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 FD1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1160 ***********************************************************************
 FD1160  DESIGNATION -  M 218
 FD1160  PID         -  FD1160
 FD1160  STATE/COUNTY-  TN/HICKMAN
 FD1160  USGS QUAD   -  BUCKSNORT (1968)
 FD1160
 FD1160                         *CURRENT SURVEY CONTROL
 FD1160  ___________________________________________________________________
 FD1160* NAD 83(1986)-  35 54 02.     (N)    087 38 02.     (W)     SCALED    
 FD1160* NAVD 88     -       145.683  (meters)     477.96   (feet)  ADJUSTED  
 FD1160  ___________________________________________________________________
 FD1160  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FD1160  DYNAMIC HT  -         145.556 (meters)     477.55  (feet)  COMP
 FD1160  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 FD1160
 FD1160  VERT ORDER  -  SECOND    CLASS 0
 FD1160
 FD1160.The horizontal coordinates were scaled from a topographic map and have
 FD1160.an estimated accuracy of +/- 6 seconds.
 FD1160
 FD1160.The orthometric height was determined by differential leveling
 FD1160.and adjusted by the National Geodetic Survey in June 1991..
 FD1160
 FD1160.The geoid height was determined by GEOID03.
 FD1160
 FD1160.The dynamic height is computed by dividing the NAVD 88
 FD1160.geopotential number by the normal gravity value computed on the
 FD1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1160.degrees latitude (g = 980.6199 gals.).
 FD1160
 FD1160.The modeled gravity was interpolated from observed gravity values.
 FD1160
 FD1160;                    North         East    Units  Estimated Accuracy
 FD1160;SPC TN       -   175,110.      452,510.      MT  (+/- 180 meters Scaled)
 FD1160
 FD1160                          SUPERSEDED SURVEY CONTROL
 FD1160
 FD1160  NGVD 29 (??/??/92)  145.703  (m)          478.03   (f) ADJ UNCH    2 0
 FD1160
 FD1160.Superseded values are not recommended for survey control.
 FD1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1160.See file dsdata.txt to determine how the superseded data were derived.
 FD1160
 FD1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE427731(NAD 83)
 FD1160_MARKER: DB = BENCH MARK DISK
 FD1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1160_STAMPING: M 218 1959
 FD1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1160+STABILITY: SURFACE MOTION
 FD1160
 FD1160  HISTORY     - Date     Condition        Report By
 FD1160  HISTORY     - 1959     MONUMENTED       CGS
 FD1160
 FD1160                          STATION DESCRIPTION
 FD1160
 FD1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1160'6.2 MI NE FROM ONLY.
 FD1160'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY
 FD1160'6173, GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4
 FD1160'MILES NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON
 FD1160'A GRAVELED ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED
 FD1160'ROAD, THENCE 0.45 MILE NORTHEAST ON A GRAVELED ROAD, 27 FT.
 FD1160'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 12 FT. SOUTHEAST
 FD1160'OF THE CENTER OF A DIM TRACK ROAD, 32 FT. NORTH OF A 20-INCH
 FD1160'OAK TREE WITH A TRIANGLE BLAZE, 2.4 FT. NORTHWEST OF A WITNESS
 FD1160'SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES,
 FD1160'AND ABOUT 5 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1459 ***********************************************************************
 GC1459  DESIGNATION -  M 219
 GC1459  PID         -  GC1459
 GC1459  STATE/COUNTY-  TN/DICKSON
 GC1459  USGS QUAD   -  WHITE BLUFF (1983)
 GC1459
 GC1459                         *CURRENT SURVEY CONTROL
 GC1459  ___________________________________________________________________
 GC1459* NAD 83(1986)-  36 01 28.     (N)    087 14 49.     (W)     SCALED    
 GC1459* NAVD 88     -       191.651  (meters)     628.77   (feet)  ADJUSTED  
 GC1459  ___________________________________________________________________
 GC1459  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GC1459  DYNAMIC HT  -         191.485 (meters)     628.23  (feet)  COMP
 GC1459  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 GC1459
 GC1459  VERT ORDER  -  SECOND    CLASS 0
 GC1459
 GC1459.The horizontal coordinates were scaled from a topographic map and have
 GC1459.an estimated accuracy of +/- 6 seconds.
 GC1459
 GC1459.The orthometric height was determined by differential leveling
 GC1459.and adjusted by the National Geodetic Survey in June 1991..
 GC1459
 GC1459.The geoid height was determined by GEOID03.
 GC1459
 GC1459.The dynamic height is computed by dividing the NAVD 88
 GC1459.geopotential number by the normal gravity value computed on the
 GC1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1459.degrees latitude (g = 980.6199 gals.).
 GC1459
 GC1459.The modeled gravity was interpolated from observed gravity values.
 GC1459
 GC1459;                    North         East    Units  Estimated Accuracy
 GC1459;SPC TN       -   188,340.      487,610.      MT  (+/- 180 meters Scaled)
 GC1459
 GC1459                          SUPERSEDED SURVEY CONTROL
 GC1459
 GC1459  NGVD 29 (??/??/92)  191.650  (m)          628.77   (f) ADJ UNCH    2 0
 GC1459
 GC1459.Superseded values are not recommended for survey control.
 GC1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1459.See file dsdata.txt to determine how the superseded data were derived.
 GC1459
 GC1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE777866(NAD 83)
 GC1459_MARKER: DB = BENCH MARK DISK
 GC1459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1459_SP_SET: WALKWAY
 GC1459_STAMPING: M 219 1959
 GC1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1459
 GC1459  HISTORY     - Date     Condition        Report By
 GC1459  HISTORY     - 1959     MONUMENTED       CGS
 GC1459
 GC1459                          STATION DESCRIPTION
 GC1459
 GC1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1459'7 MI NE FROM TIDWELL.
 GC1459'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1459'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.6
 GC1459'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A
 GC1459'GRAVELED ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES
 GC1459'NORTHEAST ON A GRAVELED ROAD, THENCE 1.5 MILES SOUTHEAST ON
 GC1459'STATE HIGHWAY 96 TO A CONCRETE BRIDGE, 13 FT. SOUTHWEST OF THE
 GC1459'CENTER OF THE HIGHWAY, A DISK SET IN TOP OF THE CONCRETE WALKWAY
 GC1459'AT THE SOUTHEAST END OF A BRIDGE OVER A SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1382 ***********************************************************************
 GC1382  DESIGNATION -  M 22
 GC1382  PID         -  GC1382
 GC1382  STATE/COUNTY-  TN/DICKSON
 GC1382  USGS QUAD   -  VANLEER (1983)
 GC1382
 GC1382                         *CURRENT SURVEY CONTROL
 GC1382  ___________________________________________________________________
 GC1382* NAD 83(1986)-  36 10 55.     (N)    087 26 27.     (W)     SCALED    
 GC1382* NAVD 88     -       259.916  (meters)     852.74   (feet)  ADJUSTED  
 GC1382  ___________________________________________________________________
 GC1382  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GC1382  DYNAMIC HT  -         259.691 (meters)     852.00  (feet)  COMP
 GC1382  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 GC1382
 GC1382  VERT ORDER  -  SECOND    CLASS 0
 GC1382
 GC1382.The horizontal coordinates were scaled from a topographic map and have
 GC1382.an estimated accuracy of +/- 6 seconds.
 GC1382
 GC1382.The orthometric height was determined by differential leveling
 GC1382.and adjusted by the National Geodetic Survey in June 1991..
 GC1382
 GC1382.The geoid height was determined by GEOID03.
 GC1382
 GC1382.The dynamic height is computed by dividing the NAVD 88
 GC1382.geopotential number by the normal gravity value computed on the
 GC1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1382.degrees latitude (g = 980.6199 gals.).
 GC1382
 GC1382.The modeled gravity was interpolated from observed gravity values.
 GC1382
 GC1382;                    North         East    Units  Estimated Accuracy
 GC1382;SPC TN       -   206,060.      470,400.      MT  (+/- 180 meters Scaled)
 GC1382
 GC1382                          SUPERSEDED SURVEY CONTROL
 GC1382
 GC1382  NGVD 29 (??/??/92)  259.919  (m)          852.75   (f) ADJ UNCH    2 0
 GC1382
 GC1382.Superseded values are not recommended for survey control.
 GC1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1382.See file dsdata.txt to determine how the superseded data were derived.
 GC1382
 GC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF603042(NAD 83)
 GC1382_MARKER: DB = BENCH MARK DISK
 GC1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1382_STAMPING: 853.043 M 22 1934
 GC1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1382+STABILITY: SURFACE MOTION
 GC1382
 GC1382  HISTORY     - Date     Condition        Report By
 GC1382  HISTORY     - 1934     MONUMENTED       CGS
 GC1382  HISTORY     - 1958     POOR             NGS
 GC1382
 GC1382                          STATION DESCRIPTION
 GC1382
 GC1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC1382'3.8 MI S FROM VAN LEER.
 GC1382'3.75 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED
 GC1382'LOUISVILLE AND NASHVILLE RAILROAD FROM VAN LEER, DICKSON COUNTY,
 GC1382'5.7 MILES NORTH OF POND, 45 FEET NORTH OF A CATTLE GUARD AND
 GC1382'FENCE, 35 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, AND 15
 GC1382'FEET WEST OF THE CENTERLINE OF THE OLD ROADBED.  A STANDARD
 GC1382'DISK, STAMPED 853.043 M 22 1934 AND SET IN THE TOP OF A CONCRETE
 GC1382'POST.  NOTE-- WHEN THE RAILROAD WAS DISMANTLED, A HIGHWAY WAS
 GC1382'BUILT ALONG THE ROADBED.  THIS BENCH MARK WAS HIT HARD BY A
 GC1382'BULLDOZER.  IT IS NOW LOCATED ON THE BANK OF THE HIGHWAY AND IS
 GC1382'LEANING.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1072 ***********************************************************************
 GC1072  DESIGNATION -  M 220
 GC1072  PID         -  GC1072
 GC1072  STATE/COUNTY-  TN/SUMNER
 GC1072  USGS QUAD   -  FRANKLIN (1994)
 GC1072
 GC1072                         *CURRENT SURVEY CONTROL
 GC1072  ___________________________________________________________________
 GC1072* NAD 83(1986)-  36 37 57.     (N)    086 33 22.     (W)     SCALED    
 GC1072* NAVD 88     -       236.890  (meters)     777.20   (feet)  ADJUSTED  
 GC1072  ___________________________________________________________________
 GC1072  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GC1072  DYNAMIC HT  -         236.692 (meters)     776.55  (feet)  COMP
 GC1072  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 GC1072
 GC1072  VERT ORDER  -  SECOND    CLASS 0
 GC1072
 GC1072.The horizontal coordinates were scaled from a topographic map and have
 GC1072.an estimated accuracy of +/- 6 seconds.
 GC1072
 GC1072.The orthometric height was determined by differential leveling
 GC1072.and adjusted by the National Geodetic Survey in June 1991..
 GC1072
 GC1072.The geoid height was determined by GEOID03.
 GC1072
 GC1072.The dynamic height is computed by dividing the NAVD 88
 GC1072.geopotential number by the normal gravity value computed on the
 GC1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1072.degrees latitude (g = 980.6199 gals.).
 GC1072
 GC1072.The modeled gravity was interpolated from observed gravity values.
 GC1072
 GC1072;                    North         East    Units  Estimated Accuracy
 GC1072;SPC TN       -   255,240.      550,260.      MT  (+/- 180 meters Scaled)
 GC1072
 GC1072                          SUPERSEDED SURVEY CONTROL
 GC1072
 GC1072  NGVD 29 (??/??/92)  236.974  (m)          777.47   (f) ADJ UNCH    2 0
 GC1072
 GC1072.Superseded values are not recommended for survey control.
 GC1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1072.See file dsdata.txt to determine how the superseded data were derived.
 GC1072
 GC1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF396541(NAD 83)
 GC1072_MARKER: DB = BENCH MARK DISK
 GC1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1072_STAMPING: M 220 1959
 GC1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1072+STABILITY: SURFACE MOTION
 GC1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GC1072+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 GC1072
 GC1072  HISTORY     - Date     Condition        Report By
 GC1072  HISTORY     - 1959     MONUMENTED       CGS
 GC1072  HISTORY     - 1964     GOOD             NGS
 GC1072  HISTORY     - 20060629 GOOD             KYTC
 GC1072
 GC1072                          STATION DESCRIPTION
 GC1072
 GC1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1072'0.9 MI W FROM MITCHELLVILLE.
 GC1072'FROM THE INTERSECTION OF THE PAVED ROAD AND THE L. AND N.
 GC1072'RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD FOR 0.9 MILE,
 GC1072'58 FT. NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 24 FT. SOUTH
 GC1072'OF THE CENTER OF THE PAVED ROAD, 13 FT. WEST OF THE CENTER OF A
 GC1072'PRIVATE DRIVE, 4 FT. WEST OF A FENCE, 4 FT. SOUTHWEST OF A
 GC1072'POWERLINE POLE AND 2 FT. SOUTH OF A WITNESS SIGN, A DISK SET IN
 GC1072'TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH
 GC1072'THE ROAD.
 GC1072
 GC1072                          STATION RECOVERY (1964)
 GC1072
 GC1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GC1072'RECOVERED IN GOOD CONDITION.
 GC1072
 GC1072                          STATION RECOVERY (2006)
 GC1072
 GC1072'RECOVERY NOTE BY KENTUCKY TRANSPORTATION CABINET 2006 (RDH)
 GC1072'MARK IS 0.5 FEET SOUTHEAST OF METAL WITNESS POST AND SIGN AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0522 ***********************************************************************
 GC0522  DESIGNATION -  M 221
 GC0522  PID         -  GC0522
 GC0522  STATE/COUNTY-  TN/SUMNER
 GC0522  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0522
 GC0522                         *CURRENT SURVEY CONTROL
 GC0522  ___________________________________________________________________
 GC0522* NAD 83(1986)-  36 21 28.     (N)    086 42 47.     (W)     SCALED    
 GC0522* NAVD 88     -       145.572  (meters)     477.60   (feet)  ADJUSTED  
 GC0522  ___________________________________________________________________
 GC0522  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GC0522  DYNAMIC HT  -         145.448 (meters)     477.19  (feet)  COMP
 GC0522  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GC0522
 GC0522  VERT ORDER  -  SECOND    CLASS 0
 GC0522
 GC0522.The horizontal coordinates were scaled from a topographic map and have
 GC0522.an estimated accuracy of +/- 6 seconds.
 GC0522
 GC0522.The orthometric height was determined by differential leveling
 GC0522.and adjusted by the National Geodetic Survey in June 1991..
 GC0522
 GC0522.The geoid height was determined by GEOID03.
 GC0522
 GC0522.The dynamic height is computed by dividing the NAVD 88
 GC0522.geopotential number by the normal gravity value computed on the
 GC0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0522.degrees latitude (g = 980.6199 gals.).
 GC0522
 GC0522.The modeled gravity was interpolated from observed gravity values.
 GC0522
 GC0522;                    North         East    Units  Estimated Accuracy
 GC0522;SPC TN       -   224,850.      536,000.      MT  (+/- 180 meters Scaled)
 GC0522
 GC0522                          SUPERSEDED SURVEY CONTROL
 GC0522
 GC0522  NGVD 29 (??/??/92)  145.622  (m)          477.76   (f) ADJ UNCH    2 0
 GC0522
 GC0522.Superseded values are not recommended for survey control.
 GC0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0522.See file dsdata.txt to determine how the superseded data were derived.
 GC0522
 GC0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF257236(NAD 83)
 GC0522_MARKER: DB = BENCH MARK DISK
 GC0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0522_SP_SET: CULVERT
 GC0522_STAMPING: M 221 1959
 GC0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0522
 GC0522  HISTORY     - Date     Condition        Report By
 GC0522  HISTORY     - 1959     MONUMENTED       CGS
 GC0522  HISTORY     - 1960     GOOD             NGS
 GC0522
 GC0522                          STATION DESCRIPTION
 GC0522
 GC0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0522'0.8 MI S FROM MILLERSVILLE.
 GC0522'FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE, GO 0.8 MILE
 GC0522'SOUTH ON U.S. HIGHWAY 31 W, 51 FT. NORTHEAST OF A TELEPHONE
 GC0522'POLE, 23 FT. NORTH OF THE CENTER OF A PRIVATE DRIVE, 20 FT.
 GC0522'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 31 W, A DISK DRILLED
 GC0522'IN THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0500 ***********************************************************************
 GC0500  DESIGNATION -  M 222 RESET
 GC0500  PID         -  GC0500
 GC0500  STATE/COUNTY-  TN/DAVIDSON
 GC0500  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0500
 GC0500                         *CURRENT SURVEY CONTROL
 GC0500  ___________________________________________________________________
 GC0500* NAD 83(1986)-  36 15 19.     (N)    086 44 17.     (W)     SCALED    
 GC0500* NAVD 88     -       183.27   (+/-2cm)     601.3    (feet)  VERTCON   
 GC0500  ___________________________________________________________________
 GC0500  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0500
 GC0500  VERT ORDER  -  THIRD (See Below)
 GC0500
 GC0500.The horizontal coordinates were scaled from a topographic map and have
 GC0500.an estimated accuracy of +/- 6 seconds.
 GC0500
 GC0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0500.The vertical order pertains to the NGVD 29 superseded value.
 GC0500
 GC0500.The geoid height was determined by GEOID03.
 GC0500
 GC0500;                    North         East    Units  Estimated Accuracy
 GC0500;SPC TN       -   213,490.      533,670.      MT  (+/- 180 meters Scaled)
 GC0500
 GC0500                          SUPERSEDED SURVEY CONTROL
 GC0500
 GC0500  NGVD 29 (??/??/??)  183.31   (m)          601.4    (f) RESET       3  
 GC0500
 GC0500.Superseded values are not recommended for survey control.
 GC0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0500.See file dsdata.txt to determine how the superseded data were derived.
 GC0500
 GC0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF235122(NAD 83)
 GC0500_MARKER: DB = BENCH MARK DISK
 GC0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0500_STAMPING: M 222 RESET 1967
 GC0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0500+STABILITY: SURFACE MOTION
 GC0500
 GC0500  HISTORY     - Date     Condition        Report By
 GC0500  HISTORY     - 1967     MONUMENTED       CGS
 GC0500
 GC0500                          STATION DESCRIPTION
 GC0500
 GC0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GC0500'3.3 MI N FROM NASHVILLE.
 GC0500'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 41 AND 31W AND
 GC0500'DUE WEST AVENUE IN NORTHEAST NASHVILLE, GO EASTERLY ON DUE WEST
 GC0500'AVENUE FOR 0.8 MILE TO PORT DRIVE ON THE LEFT, TURN LEFT,
 GC0500'NORTHERLY, ON PORT DRIVE AND GO 0.2 MILE TO CHADWELL DRIVE ON
 GC0500'THE RIGHT, TURN RIGHT, EASTERLY ON CHADWELL DRIVE AND GO 0.15
 GC0500'MILE TO THE MARK ABOUT 160 FEET ON THE RIGHT.  IT IS 188 FEET
 GC0500'WEST OF THE APPROXIMATE CENTER OF INTERSTATE ROUTE 65, 162 FEET
 GC0500'SOUTH OF THE APPROXIMATE CENTER OF CHADWELL DRIVE AND 1.8 FEET
 GC0500'NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DRIVE
 GC0500'CEMENTED IN A DRILL HOLE AT THE SOUTH EDGE OF THE 8-INCH,
 GC0500'CONCRETE RIM OF A SEWER MANHOLE COVER, AND THE DISK IS STAMPED
 GC0500'M 222 RESET 1967.  NOTE-- A NEW OVERPASS FOR CHADWELL DRIVE WILL
 GC0500'BE BUILT BEFORE THE CONSTRUCTION ENDS AND THIS MARK SHOULD BE
 GC0500'SOUTH OF THE APPROXIMATE WEST END OF THE STRUCTURE WHEN
 GC0500'COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0561 ***********************************************************************
 FD0561  DESIGNATION -  M 223
 FD0561  PID         -  FD0561
 FD0561  STATE/COUNTY-  TN/WILLIAMSON
 FD0561  USGS QUAD   -  SPRING HILL (1979)
 FD0561
 FD0561                         *CURRENT SURVEY CONTROL
 FD0561  ___________________________________________________________________
 FD0561* NAD 83(1986)-  35 45 10.     (N)    086 53 34.     (W)     SCALED    
 FD0561* NAVD 88     -       216.310  (meters)     709.68   (feet)  ADJUSTED  
 FD0561  ___________________________________________________________________
 FD0561  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FD0561  DYNAMIC HT  -         216.119 (meters)     709.05  (feet)  COMP
 FD0561  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FD0561
 FD0561  VERT ORDER  -  FIRST     CLASS II
 FD0561
 FD0561.The horizontal coordinates were scaled from a topographic map and have
 FD0561.an estimated accuracy of +/- 6 seconds.
 FD0561
 FD0561.The orthometric height was determined by differential leveling
 FD0561.and adjusted by the National Geodetic Survey in June 1991..
 FD0561.WARNING-Repeat measurements at this control monument indicate possible
 FD0561.vertical movement.
 FD0561
 FD0561.The geoid height was determined by GEOID03.
 FD0561
 FD0561.The dynamic height is computed by dividing the NAVD 88
 FD0561.geopotential number by the normal gravity value computed on the
 FD0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0561.degrees latitude (g = 980.6199 gals.).
 FD0561
 FD0561.The modeled gravity was interpolated from observed gravity values.
 FD0561
 FD0561;                    North         East    Units  Estimated Accuracy
 FD0561;SPC TN       -   157,850.      519,260.      MT  (+/- 180 meters Scaled)
 FD0561
 FD0561                          SUPERSEDED SURVEY CONTROL
 FD0561
 FD0561  NGVD 29 (??/??/92)  216.280  (m)          709.58   (f) ADJ UNCH    1 2
 FD0561
 FD0561.Superseded values are not recommended for survey control.
 FD0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0561.See file dsdata.txt to determine how the superseded data were derived.
 FD0561
 FD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE096565(NAD 83)
 FD0561_MARKER: DB = BENCH MARK DISK
 FD0561_SETTING: 66 = SET IN ROCK OUTCROP
 FD0561_SP_SET: ROCK OUTCROP
 FD0561_STAMPING: M 223 1960
 FD0561_MARK LOGO: CGS   
 FD0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0561+STABILITY: POSITION/ELEVATION WELL
 FD0561
 FD0561  HISTORY     - Date     Condition        Report By
 FD0561  HISTORY     - 1960     MONUMENTED       CGS
 FD0561  HISTORY     - 1984     GOOD             NGS
 FD0561
 FD0561                          STATION DESCRIPTION
 FD0561
 FD0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0561'2 MI E FROM SPRING HILL.
 FD0561'FROM THE L. AND N. RAILROAD STATION, GO SOUTHEAST ON DEPOT RD.
 FD0561'FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY 31, THEN
 FD0561'2.0 MILES EAST ON DUPLEX ROAD.  THE BENCH MARK IS 49 FT. WEST
 FD0561'OF THE CENTER OF A PRIVATE DRIVE, 20 FT. NORTH OF THE CENTER OF
 FD0561'DUPLEX RD., 2 FT. SOUTH OF A FENCE, AND 2.4 FT. NORTH OF A
 FD0561'WITNESS SIGN.  THE DISK IS CEMENTED IN THE TOP OF A LARGE ROCK
 FD0561'OUTCROP THAT IS ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD.
 FD0561
 FD0561                          STATION RECOVERY (1984)
 FD0561
 FD0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FD0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0600 ***********************************************************************
 FD0600  DESIGNATION -  M 224
 FD0600  PID         -  FD0600
 FD0600  STATE/COUNTY-  TN/MAURY
 FD0600  USGS QUAD   -  GLENDALE (1981)
 FD0600
 FD0600                         *CURRENT SURVEY CONTROL
 FD0600  ___________________________________________________________________
 FD0600* NAD 83(1986)-  35 30 20.     (N)    086 53 36.     (W)     SCALED    
 FD0600* NAVD 88     -       220.584  (meters)     723.70   (feet)  ADJUSTED  
 FD0600  ___________________________________________________________________
 FD0600  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FD0600  DYNAMIC HT  -         220.387 (meters)     723.05  (feet)  COMP
 FD0600  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 FD0600
 FD0600  VERT ORDER  -  SECOND    CLASS 0
 FD0600
 FD0600.The horizontal coordinates were scaled from a topographic map and have
 FD0600.an estimated accuracy of +/- 6 seconds.
 FD0600
 FD0600.The orthometric height was determined by differential leveling
 FD0600.and adjusted by the National Geodetic Survey in June 1991..
 FD0600
 FD0600.The geoid height was determined by GEOID03.
 FD0600
 FD0600.The dynamic height is computed by dividing the NAVD 88
 FD0600.geopotential number by the normal gravity value computed on the
 FD0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0600.degrees latitude (g = 980.6199 gals.).
 FD0600
 FD0600.The modeled gravity was interpolated from observed gravity values.
 FD0600
 FD0600;                    North         East    Units  Estimated Accuracy
 FD0600;SPC TN       -   130,430.      518,960.      MT  (+/- 180 meters Scaled)
 FD0600
 FD0600                          SUPERSEDED SURVEY CONTROL
 FD0600
 FD0600  NGVD 29 (??/??/92)  220.570  (m)          723.65   (f) ADJ UNCH    2 0
 FD0600
 FD0600.Superseded values are not recommended for survey control.
 FD0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0600.See file dsdata.txt to determine how the superseded data were derived.
 FD0600
 FD0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE096291(NAD 83)
 FD0600_MARKER: DB = BENCH MARK DISK
 FD0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0600_STAMPING: M 224 1960
 FD0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0600+STABILITY: SURFACE MOTION
 FD0600
 FD0600  HISTORY     - Date     Condition        Report By
 FD0600  HISTORY     - 1960     MONUMENTED       CGS
 FD0600
 FD0600                          STATION DESCRIPTION
 FD0600
 FD0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0600'0.6 MI S FROM BRYANT.
 FD0600'FROM THE BRYANT SCHOOL IN BRYANT, GO SOUTH ON A PAVED ROAD FOR
 FD0600'0.65 MILE.  THE BENCH MARK IS ABOUT 225 FT. WEST OF THE CENTER
 FD0600'OF INTERSTATE HIGHWAY 65, 20 FT. SOUTHEAST OF THE CENTER OF THE
 FD0600'PAVED ROAD, 1 FT. SOUTHEAST OF A FENCE, AND 1.6 FT. SOUTHEAST
 FD0600'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0600'PROJECTING 3 INCHES AND ABOUT 2 FT. BELOW THE LEVEL OF THE
 FD0600'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0440 ***********************************************************************
 FD0440  DESIGNATION -  M 225
 FD0440  PID         -  FD0440
 FD0440  STATE/COUNTY-  TN/GILES
 FD0440  USGS QUAD   -  ELKTON (1982)
 FD0440
 FD0440                         *CURRENT SURVEY CONTROL
 FD0440  ___________________________________________________________________
 FD0440* NAD 83(1986)-  35 05 37.     (N)    086 53 12.     (W)     SCALED    
 FD0440* NAVD 88     -       198.972  (meters)     652.79   (feet)  ADJUSTED  
 FD0440  ___________________________________________________________________
 FD0440  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0440  DYNAMIC HT  -         198.786 (meters)     652.18  (feet)  COMP
 FD0440  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 FD0440
 FD0440  VERT ORDER  -  SECOND    CLASS 0
 FD0440
 FD0440.The horizontal coordinates were scaled from a topographic map and have
 FD0440.an estimated accuracy of +/- 6 seconds.
 FD0440
 FD0440.The orthometric height was determined by differential leveling
 FD0440.and adjusted by the National Geodetic Survey in June 1991..
 FD0440
 FD0440.The geoid height was determined by GEOID03.
 FD0440
 FD0440.The dynamic height is computed by dividing the NAVD 88
 FD0440.geopotential number by the normal gravity value computed on the
 FD0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0440.degrees latitude (g = 980.6199 gals.).
 FD0440
 FD0440.The modeled gravity was interpolated from observed gravity values.
 FD0440
 FD0440;                    North         East    Units  Estimated Accuracy
 FD0440;SPC TN       -    84,720.      519,150.      MT  (+/- 180 meters Scaled)
 FD0440
 FD0440                          SUPERSEDED SURVEY CONTROL
 FD0440
 FD0440  NGVD 29 (??/??/92)  198.942  (m)          652.70   (f) ADJ UNCH    2 0
 FD0440
 FD0440.Superseded values are not recommended for survey control.
 FD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0440.See file dsdata.txt to determine how the superseded data were derived.
 FD0440
 FD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED103834(NAD 83)
 FD0440_MARKER: DB = BENCH MARK DISK
 FD0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0440_SP_SET: TREE
 FD0440_STAMPING: M 225 1960
 FD0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0440
 FD0440  HISTORY     - Date     Condition        Report By
 FD0440  HISTORY     - 1960     MONUMENTED       CGS
 FD0440
 FD0440                          STATION DESCRIPTION
 FD0440
 FD0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0440'3.4 MI NE FROM ELKTON.
 FD0440'FROM THE POST OFFICE IN ELKTON, GO 0.15 MILE EAST ON A PAVED
 FD0440'ROAD, THEN 0.15 MILE SOUTH ON A GRAVELED ROAD, THEN 0.3 MILE
 FD0440'EAST ON A GRAVELED ROAD, THEN 2.8 MILES NORTH ON INTERSTATE
 FD0440'HIGHWAY 65 TO THE INTERSECTION OF A GRAVELED ROAD.  THE BENCH
 FD0440'MARK IS ABOUT 250 FT. WEST OF THE CENTER OF THE PROPOSED INTERSTATE
 FD0440'HIGHWAY, 95 FT. NORTHEAST OF THE CENTER OF A GATE AND DRIVEWAY,
 FD0440'68 FT. SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD, 5.4 FT.
 FD0440'NORTHWEST OF A ROCK FENCE, AND 16 FT. SOUTHEAST OF A WITNESS SIGN
 FD0440'NAILED TO A TREE.  NOTE-- THIS MARK IS 1.0 MILE SOUTH ALONG
 FD0440'INTERSTATE HIGHWAY 65 FROM K 225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0252 ***********************************************************************
 GC0252  DESIGNATION -  M 226
 GC0252  PID         -  GC0252
 GC0252  STATE/COUNTY-  TN/WILSON
 GC0252  USGS QUAD   -  MARTHA (1975)
 GC0252
 GC0252                         *CURRENT SURVEY CONTROL
 GC0252  ___________________________________________________________________
 GC0252* NAD 83(1986)-  36 11 08.     (N)    086 23 40.     (W)     SCALED    
 GC0252* NAVD 88     -       189.468  (meters)     621.61   (feet)  ADJUSTED  
 GC0252  ___________________________________________________________________
 GC0252  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GC0252  DYNAMIC HT  -         189.309 (meters)     621.09  (feet)  COMP
 GC0252  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 GC0252
 GC0252  VERT ORDER  -  SECOND    CLASS 0
 GC0252
 GC0252.The horizontal coordinates were scaled from a topographic map and have
 GC0252.an estimated accuracy of +/- 6 seconds.
 GC0252
 GC0252.The orthometric height was determined by differential leveling
 GC0252.and adjusted by the National Geodetic Survey in June 1991..
 GC0252
 GC0252.The geoid height was determined by GEOID03.
 GC0252
 GC0252.The dynamic height is computed by dividing the NAVD 88
 GC0252.geopotential number by the normal gravity value computed on the
 GC0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0252.degrees latitude (g = 980.6199 gals.).
 GC0252
 GC0252.The modeled gravity was interpolated from observed gravity values.
 GC0252
 GC0252;                    North         East    Units  Estimated Accuracy
 GC0252;SPC TN       -   205,580.      564,520.      MT  (+/- 180 meters Scaled)
 GC0252
 GC0252                          SUPERSEDED SURVEY CONTROL
 GC0252
 GC0252  NGVD 29 (??/??/92)  189.523  (m)          621.79   (f) ADJ UNCH    2 0
 GC0252
 GC0252.Superseded values are not recommended for survey control.
 GC0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0252.See file dsdata.txt to determine how the superseded data were derived.
 GC0252
 GC0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF544046(NAD 83)
 GC0252_MARKER: DB = BENCH MARK DISK
 GC0252_SETTING: 66 = SET IN ROCK OUTCROP
 GC0252_SP_SET: BEDROCK
 GC0252_STAMPING: M 226 1960
 GC0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0252+STABILITY: POSITION/ELEVATION WELL
 GC0252
 GC0252  HISTORY     - Date     Condition        Report By
 GC0252  HISTORY     - 1960     MONUMENTED       CGS
 GC0252  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC0252
 GC0252                          STATION DESCRIPTION
 GC0252
 GC0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0252'8.8 MI SW FROM LEBANON.
 GC0252'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES SOUTHEAST
 GC0252'ON THE TENNESSEE CENTRAL RAILWAY, THEN 5.6 MILES WEST ON
 GC0252'INTERSTATE HIGHWAY 40, THEN 1.4 MILE WEST ON TUCKER GAP ROAD
 GC0252'TO THE Y JUNCTION OF A GRAVELED ROAD.  THE BENCH MARK IS ABOUT
 GC0252'215 FT. NORTH OF THE CENTER OF THE PROPOSED INTERSTATE HIGHWAY 40,
 GC0252'55 FT. NORTHWEST OF THE Y JUNCTION, 40 FT. NORTH OF THE CENTER
 GC0252'OF TUCKER GAP ROAD, 57 FT. EAST OF A FENCE, 118 FT. SOUTHWEST
 GC0252'OF A POWER LINE POLE WITH A GUY WIRE, AND 5.6 FT. NORTHEAST OF
 GC0252'A WITNESS SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN BED ROCK
 GC0252'THAT IS FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE ROAD.
 GC0252
 GC0252                          STATION RECOVERY (2001)
 GC0252
 GC0252'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1833 ***********************************************************************
 GB1833  DESIGNATION -  M 227
 GB1833  PID         -  GB1833
 GB1833  STATE/COUNTY-  TN/SMITH
 GB1833  USGS QUAD   -  GORDONSVILLE (1986)
 GB1833
 GB1833                         *CURRENT SURVEY CONTROL
 GB1833  ___________________________________________________________________
 GB1833* NAD 83(1986)-  36 10 37.     (N)    085 56 51.     (W)     SCALED    
 GB1833* NAVD 88     -       166.469  (meters)     546.16   (feet)  ADJUSTED  
 GB1833  ___________________________________________________________________
 GB1833  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1833  DYNAMIC HT  -         166.327 (meters)     545.69  (feet)  COMP
 GB1833  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GB1833
 GB1833  VERT ORDER  -  SECOND    CLASS 0
 GB1833
 GB1833.The horizontal coordinates were scaled from a topographic map and have
 GB1833.an estimated accuracy of +/- 6 seconds.
 GB1833
 GB1833.The orthometric height was determined by differential leveling
 GB1833.and adjusted by the National Geodetic Survey in June 1991..
 GB1833
 GB1833.The geoid height was determined by GEOID03.
 GB1833
 GB1833.The dynamic height is computed by dividing the NAVD 88
 GB1833.geopotential number by the normal gravity value computed on the
 GB1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1833.degrees latitude (g = 980.6199 gals.).
 GB1833
 GB1833.The modeled gravity was interpolated from observed gravity values.
 GB1833
 GB1833;                    North         East    Units  Estimated Accuracy
 GB1833;SPC TN       -   204,550.      604,720.      MT  (+/- 180 meters Scaled)
 GB1833
 GB1833                          SUPERSEDED SURVEY CONTROL
 GB1833
 GB1833  NGVD 29 (??/??/92)  166.533  (m)          546.37   (f) ADJ UNCH    2 0
 GB1833
 GB1833.Superseded values are not recommended for survey control.
 GB1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1833.See file dsdata.txt to determine how the superseded data were derived.
 GB1833
 GB1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF946040(NAD 83)
 GB1833_MARKER: DB = BENCH MARK DISK
 GB1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1833_STAMPING: M 227 1960
 GB1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1833+STABILITY: SURFACE MOTION
 GB1833
 GB1833  HISTORY     - Date     Condition        Report By
 GB1833  HISTORY     - 1960     MONUMENTED       CGS
 GB1833
 GB1833                          STATION DESCRIPTION
 GB1833
 GB1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1833'0.8 MI W FROM CORDONSVILLE.
 GB1833'FROM THE POST OFFICE IN GORDONSVILLE, GO WEST ON STATE HIGHWAY FOR
 GB1833'0.5 MILE, THEN 0.25 MILE NORTH ON STATE HIGHWAY 53.  THE BENCH MARK
 GB1833'IS ABOUT 300 FT. SOUTH OF THE CENTER OF PROPOSED INTERSTATE HIGHWAY
 GB1833'40, 23 FT. SOUTH OF A ROCK AND WOOD CULVERT UNDER THE HIGHWAY,
 GB1833'21 FT. WEST OF THE CENTER OF STATE HIGHWAY 53, 21 FT. NORTH OF A
 GB1833'POWER LINE POLE WITH A GUY WIRE, 17 FT. SOUTH OF A LONE 40-INCH ELM
 GB1833'TREE, 1 FT. EAST OF A FENCE, AND 1.5 FT. WEST OF A WITNESS SIGN.
 GB1833'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 GB1833'IS ABOUT 3 FT. BELOW THE LEVEL OF STATE HIGHWAY 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0085 ***********************************************************************
 FD0085  DESIGNATION -  M 228 RESET
 FD0085  PID         -  FD0085
 FD0085  STATE/COUNTY-  TN/RUTHERFORD
 FD0085  USGS QUAD   -  DILLTON (1975)
 FD0085
 FD0085                         *CURRENT SURVEY CONTROL
 FD0085  ___________________________________________________________________
 FD0085* NAD 83(1986)-  35 45 19.     (N)    086 20 45.     (W)     SCALED    
 FD0085* NAVD 88     -       206.22   (meters)     676.6    (feet)  RESET     
 FD0085  ___________________________________________________________________
 FD0085  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD0085
 FD0085  VERT ORDER  -  THIRD
 FD0085
 FD0085.The horizontal coordinates were scaled from a topographic map and have
 FD0085.an estimated accuracy of +/- 6 seconds.
 FD0085
 FD0085.The orthometric height was computed from unverified reset data.
 FD0085
 FD0085.The geoid height was determined by GEOID03.
 FD0085
 FD0085;                    North         East    Units  Estimated Accuracy
 FD0085;SPC TN       -   157,820.      568,720.      MT  (+/- 180 meters Scaled)
 FD0085
 FD0085                          SUPERSEDED SURVEY CONTROL
 FD0085
 FD0085.No superseded survey control is available for this station.
 FD0085
 FD0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE591570(NAD 83)
 FD0085_MARKER: DB = BENCH MARK DISK
 FD0085_SETTING: 66 = SET IN ROCK OUTCROP
 FD0085_SP_SET: ROCK OUTCROP
 FD0085_STAMPING: M 228 RESET 1968
 FD0085_MARK LOGO: CGS   
 FD0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0085+STABILITY: POSITION/ELEVATION WELL
 FD0085
 FD0085  HISTORY     - Date     Condition        Report By
 FD0085  HISTORY     - 1968     MONUMENTED       CGS
 FD0085
 FD0085                          STATION DESCRIPTION
 FD0085
 FD0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FD0085'8.5 MI SE FROM MURFREESBORO.
 FD0085'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41
 FD0085'AND 231 JUST WEST OF THE RUTHERFORD COUNTY COURTHOUSE IN
 FD0085'MURFREESBORO, GO SOUTHEASTERLY ON U.S. HIGHWAYS 70S AND 41 FOR
 FD0085'0.5 MILE TO WHERE U.S. HIGHWAY 70S BEARS LEFT.  HERE CONTINUE
 FD0085'SOUTHEAST ON U.S. HIGHWAY 41 FOR 7.2 MILES TO GUM ROAD ON
 FD0085'THE RIGHT AND BYFORDS GROCERY IN THE SOUTHWEST ANGLE.  HERE TURN
 FD0085'RIGHT AND GO WESTERLY ON GUM ROAD FOR 0.6 MILE TO A DRIVEWAY
 FD0085'ON THE RIGHT, TURN RIGHT ON THIS DRIVEWAY AND GO NORTHERLY
 FD0085'FOR ABOUT 350 FEET TO WHERE THE DRIVEWAY CURVES LEFT AND THE MARK
 FD0085'AS DESCRIBED IN MR. FRANK MESSICKS YARD.  THE MARK IS 121 FEET
 FD0085'EAST OF THE NORTHEAST CORNER OF A BRICK HOME, 70 FEET EAST OF
 FD0085'A GUYED, POWERLINE TRANSFORMER POLE, 60 FEET SOUTH-SOUTHWEST OF A
 FD0085'30-INCH ELM TREE, 36 FEET NORTH OF THE APPROXIMATE CENTER OF
 FD0085'THE DRIVEWAY, 28 FEET WEST OF A METAL WITNESS POST AND SIGN IN A
 FD0085'NORTH-SOUTH FENCE, AND 26 FEET NORTH OF A TWIN-TRUNKED MULBERRY
 FD0085'TREE.  IT IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE
 FD0085'IN A MASSIVE LIMESTONE ROCK OUTCROP AND THE DISK IS STAMPED
 FD0085'M 228 RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0115 ***********************************************************************
 FD0115  DESIGNATION -  M 229
 FD0115  PID         -  FD0115
 FD0115  STATE/COUNTY-  TN/BEDFORD
 FD0115  USGS QUAD   -  WARTRACE (1980)
 FD0115
 FD0115                         *CURRENT SURVEY CONTROL
 FD0115  ___________________________________________________________________
 FD0115* NAD 83(1986)-  35 32 18.     (N)    086 19 45.     (W)     SCALED    
 FD0115* NAVD 88     -       277.290  (meters)     909.74   (feet)  ADJUSTED  
 FD0115  ___________________________________________________________________
 FD0115  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD0115  DYNAMIC HT  -         277.035 (meters)     908.91  (feet)  COMP
 FD0115  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 FD0115
 FD0115  VERT ORDER  -  SECOND    CLASS 0
 FD0115
 FD0115.The horizontal coordinates were scaled from a topographic map and have
 FD0115.an estimated accuracy of +/- 6 seconds.
 FD0115
 FD0115.The orthometric height was determined by differential leveling
 FD0115.and adjusted by the National Geodetic Survey in June 1991..
 FD0115
 FD0115.The geoid height was determined by GEOID03.
 FD0115
 FD0115.The dynamic height is computed by dividing the NAVD 88
 FD0115.geopotential number by the normal gravity value computed on the
 FD0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0115.degrees latitude (g = 980.6199 gals.).
 FD0115
 FD0115.The modeled gravity was interpolated from observed gravity values.
 FD0115
 FD0115;                    North         East    Units  Estimated Accuracy
 FD0115;SPC TN       -   133,740.      570,150.      MT  (+/- 180 meters Scaled)
 FD0115
 FD0115                          SUPERSEDED SURVEY CONTROL
 FD0115
 FD0115  NGVD 29 (??/??/92)  277.288  (m)          909.74   (f) ADJ UNCH    2 0
 FD0115
 FD0115.Superseded values are not recommended for survey control.
 FD0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0115.See file dsdata.txt to determine how the superseded data were derived.
 FD0115
 FD0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE608329(NAD 83)
 FD0115_MARKER: DB = BENCH MARK DISK
 FD0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0115_STAMPING: M 229 1960
 FD0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0115+STABILITY: SURFACE MOTION
 FD0115
 FD0115  HISTORY     - Date     Condition        Report By
 FD0115  HISTORY     - 1960     MONUMENTED       CGS
 FD0115
 FD0115                          STATION DESCRIPTION
 FD0115
 FD0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0115'1 MI NW FROM WARTRACE.
 FD0115'FROM THE RAILROAD DEPOT IN WARTRACE, GO 1.0 MILE NORTHWEST ON
 FD0115'STATE HIGHWAY 64.  THE BENCH MARK IS ABOUT 0.1 MILE NORTH OF
 FD0115'A PRIVATE DRIVE LEADING EAST, 28 FT. WEST OF THE CENTER OF STATE
 FD0115'HIGHWAY 64, 13 FT. SOUTH OF A POWER LINE POLE WITH A GUY WIRE,
 FD0115'2.5 FT. EAST OF A FENCE, AND 1.5 FT. WEST OF A WITNESS SIGN,
 FD0115'AND JUST SOUTH OF A CURVE IN THE ROAD.  THE DISK IS SET IN TOP
 FD0115'OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT 1 FT. ABOVE
 FD0115'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1752 ***********************************************************************
 GB1752  DESIGNATION -  M 230
 GB1752  PID         -  GB1752
 GB1752  STATE/COUNTY-  TN/SMITH
 GB1752  USGS QUAD   -  CENTER HILL DAM (1986)
 GB1752
 GB1752                         *CURRENT SURVEY CONTROL
 GB1752  ___________________________________________________________________
 GB1752* NAD 83(1986)-  36 07 26.     (N)    085 50 59.     (W)     SCALED    
 GB1752* NAVD 88     -       174.028  (meters)     570.96   (feet)  ADJUSTED  
 GB1752  ___________________________________________________________________
 GB1752  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GB1752  DYNAMIC HT  -         173.877 (meters)     570.46  (feet)  COMP
 GB1752  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 GB1752
 GB1752  VERT ORDER  -  SECOND    CLASS 0
 GB1752
 GB1752.The horizontal coordinates were scaled from a topographic map and have
 GB1752.an estimated accuracy of +/- 6 seconds.
 GB1752
 GB1752.The orthometric height was determined by differential leveling
 GB1752.and adjusted by the National Geodetic Survey in June 1991..
 GB1752
 GB1752.The geoid height was determined by GEOID03.
 GB1752
 GB1752.The dynamic height is computed by dividing the NAVD 88
 GB1752.geopotential number by the normal gravity value computed on the
 GB1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1752.degrees latitude (g = 980.6199 gals.).
 GB1752
 GB1752.The modeled gravity was interpolated from observed gravity values.
 GB1752
 GB1752;                    North         East    Units  Estimated Accuracy
 GB1752;SPC TN       -   198,670.      613,530.      MT  (+/- 180 meters Scaled)
 GB1752
 GB1752                          SUPERSEDED SURVEY CONTROL
 GB1752
 GB1752  NGVD 29 (??/??/92)  174.094  (m)          571.17   (f) ADJ UNCH    2 0
 GB1752
 GB1752.Superseded values are not recommended for survey control.
 GB1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1752.See file dsdata.txt to determine how the superseded data were derived.
 GB1752
 GB1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE035983(NAD 83)
 GB1752_MARKER: DB = BENCH MARK DISK
 GB1752_SETTING: 66 = SET IN ROCK OUTCROP
 GB1752_SP_SET: BEDROCK
 GB1752_STAMPING: M 230 1960
 GB1752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1752+STABILITY: POSITION/ELEVATION WELL
 GB1752
 GB1752  HISTORY     - Date     Condition        Report By
 GB1752  HISTORY     - 1960     MONUMENTED       CGS
 GB1752
 GB1752                          STATION DESCRIPTION
 GB1752
 GB1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1752'0.4 MI SE FROM LANCASTER.
 GB1752'FROM THE RAILWAY STATION IN LANCASTER, GO 0.45 MILE SOUTHEAST
 GB1752'ON THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS JUST EAST OF
 GB1752'A GRAVELED ROAD CROSSING, 7 1/2 RAILS EAST OF THE CROSSING, 48.8
 GB1752'FT. EAST OF MILE POST 66, 14.5 FT. WEST OF A WHISTLE SIGN, 8.7
 GB1752'FT. NORTH OF THE NORTH RAIL.  THE DISK IS CEMENTED IN A DRILL
 GB1752'HOLE IN OUTCROPPING BEDROCK AND IS ABOUT 1 FT. BELOW THE LEVEL OF
 GB1752'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1722 ***********************************************************************
 GB1722  DESIGNATION -  M 231
 GB1722  PID         -  GB1722
 GB1722  STATE/COUNTY-  TN/CUMBERLAND
 GB1722  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1722
 GB1722                         *CURRENT SURVEY CONTROL
 GB1722  ___________________________________________________________________
 GB1722* NAD 83(1986)-  36 03 11.     (N)    085 10 26.     (W)     SCALED    
 GB1722* NAVD 88     -       598.228  (meters)    1962.69   (feet)  ADJUSTED  
 GB1722  ___________________________________________________________________
 GB1722  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GB1722  DYNAMIC HT  -         597.672 (meters)    1960.86  (feet)  COMP
 GB1722  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 GB1722
 GB1722  VERT ORDER  -  SECOND    CLASS 0
 GB1722
 GB1722.The horizontal coordinates were scaled from a topographic map and have
 GB1722.an estimated accuracy of +/- 6 seconds.
 GB1722
 GB1722.The orthometric height was determined by differential leveling
 GB1722.and adjusted by the National Geodetic Survey in June 1991..
 GB1722
 GB1722.The geoid height was determined by GEOID03.
 GB1722
 GB1722.The dynamic height is computed by dividing the NAVD 88
 GB1722.geopotential number by the normal gravity value computed on the
 GB1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1722.degrees latitude (g = 980.6199 gals.).
 GB1722
 GB1722.The modeled gravity was interpolated from observed gravity values.
 GB1722
 GB1722;                    North         East    Units  Estimated Accuracy
 GB1722;SPC TN       -   191,120.      674,430.      MT  (+/- 180 meters Scaled)
 GB1722
 GB1722                          SUPERSEDED SURVEY CONTROL
 GB1722
 GB1722  NGVD 29 (??/??/92)  598.259  (m)         1962.79   (f) ADJ UNCH    2 0
 GB1722
 GB1722.Superseded values are not recommended for survey control.
 GB1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1722.See file dsdata.txt to determine how the superseded data were derived.
 GB1722
 GB1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE644913(NAD 83)
 GB1722_MARKER: DB = BENCH MARK DISK
 GB1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1722_STAMPING: M 231 1960
 GB1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1722+STABILITY: SURFACE MOTION
 GB1722
 GB1722  HISTORY     - Date     Condition        Report By
 GB1722  HISTORY     - 1960     MONUMENTED       CGS
 GB1722
 GB1722                          STATION DESCRIPTION
 GB1722
 GB1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1722'2.1 MI NE FROM MAYLAND.
 GB1722'FROM THE POST OFFICE IN MAYLAND, GO 1.35 MILES EAST ON U.S.
 GB1722'HIGHWAY 70N, THEN 0.35 MILES NORTHWEST ON A GRAVELED ROAD TO A T
 GB1722'JUNCTION OF A GRAVELED ROAD, THEN GO 0.4 MILE NORTHWEST ON THE
 GB1722'GRAVELED ROAD.  THE BENCH MARK IS 0.15 MILE SOUTH OF THE PROPOSED
 GB1722'INTERSTATE HIGHWAY 40, 14 FT. SOUTHEAST OF THE CENTER OF THE
 GB1722'GRAVELED ROAD, AND 1.9 FT. SOUTHWEST OF A WITNESS SIGN.  THE DISK
 GB1722'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 2
 GB1722'FT. ABOVE THE LEVEL OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0821 ***********************************************************************
 FC0821  DESIGNATION -  M 232
 FC0821  PID         -  FC0821
 FC0821  STATE/COUNTY-  TN/CUMBERLAND
 FC0821  USGS QUAD   -  OZONE (1989)
 FC0821
 FC0821                         *CURRENT SURVEY CONTROL
 FC0821  ___________________________________________________________________
 FC0821* NAD 83(1986)-  35 53 29.     (N)    084 47 49.     (W)     SCALED    
 FC0821* NAVD 88     -       482.938  (meters)    1584.44   (feet)  ADJUSTED  
 FC0821  ___________________________________________________________________
 FC0821  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 FC0821  DYNAMIC HT  -         482.481 (meters)    1582.94  (feet)  COMP
 FC0821  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 FC0821
 FC0821  VERT ORDER  -  SECOND    CLASS 0
 FC0821
 FC0821.The horizontal coordinates were scaled from a topographic map and have
 FC0821.an estimated accuracy of +/- 6 seconds.
 FC0821
 FC0821.The orthometric height was determined by differential leveling
 FC0821.and adjusted by the National Geodetic Survey in June 1991..
 FC0821
 FC0821.The geoid height was determined by GEOID03.
 FC0821
 FC0821.The dynamic height is computed by dividing the NAVD 88
 FC0821.geopotential number by the normal gravity value computed on the
 FC0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0821.degrees latitude (g = 980.6199 gals.).
 FC0821
 FC0821.The modeled gravity was interpolated from observed gravity values.
 FC0821
 FC0821;                    North         East    Units  Estimated Accuracy
 FC0821;SPC TN       -   173,530.      708,610.      MT  (+/- 180 meters Scaled)
 FC0821
 FC0821                          SUPERSEDED SURVEY CONTROL
 FC0821
 FC0821  NGVD 29 (??/??/92)  483.024  (m)         1584.72   (f) ADJ UNCH    2 0
 FC0821
 FC0821.Superseded values are not recommended for survey control.
 FC0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0821.See file dsdata.txt to determine how the superseded data were derived.
 FC0821
 FC0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE988741(NAD 83)
 FC0821_MARKER: DB = BENCH MARK DISK
 FC0821_SETTING: 66 = SET IN ROCK OUTCROP
 FC0821_SP_SET: BEDROCK
 FC0821_STAMPING: M 232 1960
 FC0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0821+STABILITY: POSITION/ELEVATION WELL
 FC0821
 FC0821  HISTORY     - Date     Condition        Report By
 FC0821  HISTORY     - 1960     MONUMENTED       CGS
 FC0821
 FC0821                          STATION DESCRIPTION
 FC0821
 FC0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0821'1 MI NE FROM OZONE.
 FC0821'FROM THE ONLY RAILROAD CROSSING IN OZONE, GO 0.95 MILE NORTHEAST
 FC0821'ON THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS ABOUT 85
 FC0821'YARDS NORTHEAST OF THE NORTHEAST END OF A LONG TRESTLE, 39 FT.
 FC0821'NORTHWEST OF THE NORTH RAIL, 45 FT. SOUTHWEST OF A TELEPHONE POLE,
 FC0821'AND 18 FT. EAST OF A WITNESS SIGN NAILED TO A TREE.  THE DISK IS
 FC0821'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST END OF A LONG SLOPING
 FC0821'BEDROCK ABOUT 2 FT. BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0193 ***********************************************************************
 FC0193  DESIGNATION -  M 233
 FC0193  PID         -  FC0193
 FC0193  STATE/COUNTY-  TN/ROANE
 FC0193  USGS QUAD   -  CAVE CREEK (1989)
 FC0193
 FC0193                         *CURRENT SURVEY CONTROL
 FC0193  ___________________________________________________________________
 FC0193* NAD 83(1986)-  35 51 42.     (N)    084 24 37.     (W)     SCALED    
 FC0193* NAVD 88     -       282.550  (meters)     927.00   (feet)  ADJUSTED  
 FC0193  ___________________________________________________________________
 FC0193  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FC0193  DYNAMIC HT  -         282.282 (meters)     926.12  (feet)  COMP
 FC0193  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 FC0193
 FC0193  VERT ORDER  -  SECOND    CLASS 0
 FC0193
 FC0193.The horizontal coordinates were scaled from a topographic map and have
 FC0193.an estimated accuracy of +/- 6 seconds.
 FC0193
 FC0193.The orthometric height was determined by differential leveling
 FC0193.and adjusted by the National Geodetic Survey in June 1991..
 FC0193
 FC0193.The geoid height was determined by GEOID03.
 FC0193
 FC0193.The dynamic height is computed by dividing the NAVD 88
 FC0193.geopotential number by the normal gravity value computed on the
 FC0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0193.degrees latitude (g = 980.6199 gals.).
 FC0193
 FC0193.The modeled gravity was interpolated from observed gravity values.
 FC0193
 FC0193;                    North         East    Units  Estimated Accuracy
 FC0193;SPC TN       -   170,730.      743,570.      MT  (+/- 180 meters Scaled)
 FC0193
 FC0193                          SUPERSEDED SURVEY CONTROL
 FC0193
 FC0193  NGVD 29 (??/??/92)  282.657  (m)          927.35   (f) ADJ UNCH    2 0
 FC0193
 FC0193.Superseded values are not recommended for survey control.
 FC0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0193.See file dsdata.txt to determine how the superseded data were derived.
 FC0193
 FC0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE338717(NAD 83)
 FC0193_MARKER: DB = BENCH MARK DISK
 FC0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0193_SP_SET: CULVERT
 FC0193_STAMPING: M 233 1960
 FC0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0193
 FC0193  HISTORY     - Date     Condition        Report By
 FC0193  HISTORY     - 1960     MONUMENTED       CGS
 FC0193
 FC0193                          STATION DESCRIPTION
 FC0193
 FC0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0193'6.6 MI SE FROM KINGSTON.
 FC0193'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY ST.
 FC0193'FOR 0.8 MILE, THEN 5.85 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0193'40.  THE BENCH MARK IS JUST EAST OF A LARGE CUT.  THE DISK IS
 FC0193'CEMENTED IN A DRILL HOLE IN TOP OF A 4 BY 4 CONCRETE CULVERT
 FC0193'DRAIN THAT IS LOCATED BETWEEN THE TWO TRAFFIC LANES OF INTERSTATE
 FC0193'40, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0237 ***********************************************************************
 FC0237  DESIGNATION -  M 234
 FC0237  PID         -  FC0237
 FC0237  STATE/COUNTY-  TN/KNOX
 FC0237  USGS QUAD   -  BEARDEN (1990)
 FC0237
 FC0237                         *CURRENT SURVEY CONTROL
 FC0237  ___________________________________________________________________
 FC0237* NAD 83(1986)-  35 55 15.     (N)    084 04 39.     (W)     SCALED    
 FC0237* NAVD 88     -       275.820  (meters)     904.92   (feet)  ADJUSTED  
 FC0237  ___________________________________________________________________
 FC0237  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0237  DYNAMIC HT  -         275.563 (meters)     904.08  (feet)  COMP
 FC0237  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FC0237
 FC0237  VERT ORDER  -  SECOND    CLASS 0
 FC0237
 FC0237.The horizontal coordinates were scaled from a topographic map and have
 FC0237.an estimated accuracy of +/- 6 seconds.
 FC0237
 FC0237.The orthometric height was determined by differential leveling
 FC0237.and adjusted by the National Geodetic Survey in June 1991..
 FC0237
 FC0237.The geoid height was determined by GEOID03.
 FC0237
 FC0237.The dynamic height is computed by dividing the NAVD 88
 FC0237.geopotential number by the normal gravity value computed on the
 FC0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0237.degrees latitude (g = 980.6199 gals.).
 FC0237
 FC0237.The modeled gravity was interpolated from observed gravity values.
 FC0237
 FC0237;                    North         East    Units  Estimated Accuracy
 FC0237;SPC TN       -   177,840.      773,490.      MT  (+/- 180 meters Scaled)
 FC0237
 FC0237                          SUPERSEDED SURVEY CONTROL
 FC0237
 FC0237  NGVD 29 (??/??/92)  275.946  (m)          905.33   (f) ADJ UNCH    2 0
 FC0237
 FC0237.Superseded values are not recommended for survey control.
 FC0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0237.See file dsdata.txt to determine how the superseded data were derived.
 FC0237
 FC0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE636791(NAD 83)
 FC0237_MARKER: DB = BENCH MARK DISK
 FC0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0237_SP_SET: BRIDGE
 FC0237_STAMPING: M 234 1960
 FC0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0237
 FC0237  HISTORY     - Date     Condition        Report By
 FC0237  HISTORY     - 1960     MONUMENTED       CGS
 FC0237  HISTORY     - 1982     GOOD             LOCENG
 FC0237
 FC0237                          STATION DESCRIPTION
 FC0237
 FC0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0237'6 MI W FROM BEARDEN.
 FC0237'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FC0237'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 4.25 MILES WEST ON
 FC0237'INTERSTATE HIGHWAY 40 TO A CONCRETE BRIDGE OVER A SMALL CREEK.
 FC0237'THE BENCH MARK IS 27 FT. SOUTH OF THE CENTER OF THE EAST BOUND
 FC0237'TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 FC0237'SOUTHWEST CONCRETE WINGWALL OF THE SOUTH CONCRETE BRIDGE OVER
 FC0237'THE CREEK AND IS ABOUT LEVEL WITH THE ROAD.
 FC0237
 FC0237                          STATION RECOVERY (1982)
 FC0237
 FC0237'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0685 ***********************************************************************
 GB0685  DESIGNATION -  M 235
 GB0685  PID         -  GB0685
 GB0685  STATE/COUNTY-  TN/KNOX
 GB0685  USGS QUAD   -  POWELL (1976)
 GB0685
 GB0685                         *CURRENT SURVEY CONTROL
 GB0685  ___________________________________________________________________
 GB0685* NAD 83(1986)-  36 05 45.     (N)    084 01 07.     (W)     SCALED    
 GB0685* NAVD 88     -       257.618  (meters)     845.20   (feet)  ADJUSTED  
 GB0685  ___________________________________________________________________
 GB0685  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GB0685  DYNAMIC HT  -         257.379 (meters)     844.42  (feet)  COMP
 GB0685  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 GB0685
 GB0685  VERT ORDER  -  SECOND    CLASS 0
 GB0685
 GB0685.The horizontal coordinates were scaled from a topographic map and have
 GB0685.an estimated accuracy of +/- 6 seconds.
 GB0685
 GB0685.The orthometric height was determined by differential leveling
 GB0685.and adjusted by the National Geodetic Survey in June 1991..
 GB0685
 GB0685.The geoid height was determined by GEOID03.
 GB0685
 GB0685.The dynamic height is computed by dividing the NAVD 88
 GB0685.geopotential number by the normal gravity value computed on the
 GB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0685.degrees latitude (g = 980.6199 gals.).
 GB0685
 GB0685.The modeled gravity was interpolated from observed gravity values.
 GB0685
 GB0685;                    North         East    Units  Estimated Accuracy
 GB0685;SPC TN       -   197,360.      778,410.      MT  (+/- 180 meters Scaled)
 GB0685
 GB0685                          SUPERSEDED SURVEY CONTROL
 GB0685
 GB0685  NGVD 29 (??/??/92)  257.726  (m)          845.56   (f) ADJ UNCH    2 0
 GB0685
 GB0685.Superseded values are not recommended for survey control.
 GB0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0685.See file dsdata.txt to determine how the superseded data were derived.
 GB0685
 GB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE684986(NAD 83)
 GB0685_MARKER: DB = BENCH MARK DISK
 GB0685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0685_SP_SET: BRIDGE
 GB0685_STAMPING: M 235 1961
 GB0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0685
 GB0685  HISTORY     - Date     Condition        Report By
 GB0685  HISTORY     - 1961     MONUMENTED       CGS
 GB0685  HISTORY     - 20010709 MARK NOT FOUND   TVA
 GB0685
 GB0685                          STATION DESCRIPTION
 GB0685
 GB0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0685'9 MI NW FROM INSKIP.
 GB0685'FROM THE INTERSECTION OF INSKIP ROAD AND CENTRAL AVENUE PIKE IN
 GB0685'INSKIP, GO 3.85 MILES NORTHWEST ON CENTRAL AVENUE PIKE, THEN
 GB0685'0.75 MILE NORTHEAST ON EMORY ROAD, THEN 3.5 MILES NORTHWEST ON
 GB0685'CONNER ROAD TO A T JUNCTION, THEN GO 0.9 MILE NORTHEAST ON BULL RUN
 GB0685'VALLEY ROAD TO THE Y JUNCTION OF DIGGS GAP ROAD.  THE BENCH MARK
 GB0685'IS LOCATED AT THE Y JUNCTION, 10 FT. SOUTH OF THE CENTER OF DIGGS
 GB0685'GAP ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN TOP OF THE
 GB0685'SOUTHWEST CONCRETE WINGWALL OF A WOOD AND CONCRETE BRIDGE OVER A
 GB0685'CREEK UNDER DIGGS GAP ROAD, AND IS ABOUT LEVEL WITH THE ROAD.
 GB0685'NOTE-- THIS MARK IS 0.7 MILE SOUTHEAST ALONG DIGGS GAP ROAD AND
 GB0685'0.15 MILE SOUTHWEST ALONG RACCOON VALLEY ROAD FROM B.M. N 235.
 GB0685
 GB0685                          STATION RECOVERY (2001)
 GB0685
 GB0685'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2001 (SCA)
 GB0685'STAMPING IS M 235 RESET 1969.  RESET MARK IS AT THE SAME INTERSECTION
 GB0685'AND CULVERT BUT NOW NORTH SIDE OF DIGGS GAP ROAD, SET 6 INCHES FROM
 GB0685'THE WEST END OF THE CONCRETE HEADWALL AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2021 ***********************************************************************
 GA2021  DESIGNATION -  M 237
 GA2021  PID         -  GA2021
 GA2021  STATE/COUNTY-  TN/JEFFERSON
 GA2021  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2021
 GA2021                         *CURRENT SURVEY CONTROL
 GA2021  ___________________________________________________________________
 GA2021* NAD 83(1986)-  36 01 02.     (N)    083 29 39.     (W)     SCALED    
 GA2021* NAVD 88     -       328.602  (meters)    1078.09   (feet)  ADJUSTED  
 GA2021  ___________________________________________________________________
 GA2021  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA2021  DYNAMIC HT  -         328.296 (meters)    1077.08  (feet)  COMP
 GA2021  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 GA2021
 GA2021  VERT ORDER  -  SECOND    CLASS 0
 GA2021
 GA2021.The horizontal coordinates were scaled from a topographic map and have
 GA2021.an estimated accuracy of +/- 6 seconds.
 GA2021
 GA2021.The orthometric height was determined by differential leveling
 GA2021.and adjusted by the National Geodetic Survey in June 1991..
 GA2021
 GA2021.The geoid height was determined by GEOID03.
 GA2021
 GA2021.The dynamic height is computed by dividing the NAVD 88
 GA2021.geopotential number by the normal gravity value computed on the
 GA2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2021.degrees latitude (g = 980.6199 gals.).
 GA2021
 GA2021.The modeled gravity was interpolated from observed gravity values.
 GA2021
 GA2021;                    North         East    Units  Estimated Accuracy
 GA2021;SPC TN       -   189,720.      825,850.      MT  (+/- 180 meters Scaled)
 GA2021
 GA2021                          SUPERSEDED SURVEY CONTROL
 GA2021
 GA2021  NGVD 29 (??/??/92)  328.770  (m)         1078.64   (f) ADJ UNCH    2 0
 GA2021
 GA2021.Superseded values are not recommended for survey control.
 GA2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2021.See file dsdata.txt to determine how the superseded data were derived.
 GA2021
 GA2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV752887(NAD 83)
 GA2021_MARKER: DB = BENCH MARK DISK
 GA2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2021_STAMPING: M 237 1961
 GA2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2021+STABILITY: SURFACE MOTION
 GA2021
 GA2021  HISTORY     - Date     Condition        Report By
 GA2021  HISTORY     - 1961     MONUMENTED       CGS
 GA2021
 GA2021                          STATION DESCRIPTION
 GA2021
 GA2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2021'5.6 MI W FROM DANDRIDGE.
 GA2021'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY
 GA2021'92 IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92,
 GA2021'THEN 3.4 MILES WEST ON INTERSTATE HIGHWAY 40 TO A BARN ON THE SOUTH
 GA2021'SIDE OF THE ROAD.  THE BENCH MARK IS ABOUT 250 FT. SOUTH OF
 GA2021'INTERSTATE HIGHWAY 40, 88 FT. WEST OF THE NORTHWEST CORNER OF A
 GA2021'BARN, 7 FT. SOUTH OF THE SOUTH GATE POST FOR ROAD LEADING TO BARN,
 GA2021'1 FT. NORTH OF A FENCE, AND 2 FT. EAST OF A WITNESS SIGN.  THE
 GA2021'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0295 ***********************************************************************
 FC0295  DESIGNATION -  M 238
 FC0295  PID         -  FC0295
 FC0295  STATE/COUNTY-  TN/LOUDON
 FC0295  USGS QUAD   -  PHILADELPHIA (1974)
 FC0295
 FC0295                         *CURRENT SURVEY CONTROL
 FC0295  ___________________________________________________________________
 FC0295* NAD 83(1986)-  35 40 25.     (N)    084 26 36.     (W)     SCALED    
 FC0295* NAVD 88     -       309.627  (meters)    1015.83   (feet)  ADJUSTED  
 FC0295  ___________________________________________________________________
 FC0295  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FC0295  DYNAMIC HT  -         309.331 (meters)    1014.86  (feet)  COMP
 FC0295  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 FC0295
 FC0295  VERT ORDER  -  SECOND    CLASS 0
 FC0295
 FC0295.The horizontal coordinates were scaled from a topographic map and have
 FC0295.an estimated accuracy of +/- 6 seconds.
 FC0295
 FC0295.The orthometric height was determined by differential leveling
 FC0295.and adjusted by the National Geodetic Survey in June 1991..
 FC0295
 FC0295.The geoid height was determined by GEOID03.
 FC0295
 FC0295.The dynamic height is computed by dividing the NAVD 88
 FC0295.geopotential number by the normal gravity value computed on the
 FC0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0295.degrees latitude (g = 980.6199 gals.).
 FC0295
 FC0295.The modeled gravity was interpolated from observed gravity values.
 FC0295
 FC0295;                    North         East    Units  Estimated Accuracy
 FC0295;SPC TN       -   149,820.      740,920.      MT  (+/- 180 meters Scaled)
 FC0295
 FC0295                          SUPERSEDED SURVEY CONTROL
 FC0295
 FC0295  NGVD 29 (??/??/92)  309.710  (m)         1016.11   (f) ADJ UNCH    2 0
 FC0295
 FC0295.Superseded values are not recommended for survey control.
 FC0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0295.See file dsdata.txt to determine how the superseded data were derived.
 FC0295
 FC0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE313507(NAD 83)
 FC0295_MARKER: DB = BENCH MARK DISK
 FC0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0295_STAMPING: M 238 1961
 FC0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0295+STABILITY: SURFACE MOTION
 FC0295
 FC0295  HISTORY     - Date     Condition        Report By
 FC0295  HISTORY     - 1961     MONUMENTED       CGS
 FC0295
 FC0295                          STATION DESCRIPTION
 FC0295
 FC0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0295'3.2 MI W FROM PHILADELPHIA.
 FC0295'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0295'0.25 MILE SOUTH TO A SIDE ROAD JUST BEFORE CROSSING A RAILROAD,
 FC0295'TURN RIGHT, WEST, AND GO 0.9 MILE TO A FORK, TAKE LEFT FORK AND
 FC0295'GO 1.5 MILE WEST ON A GRAVELED ROAD TO A GRAVELED ROAD LEADING
 FC0295'NORTH JUST AFTER PASSING A GRAVELED ROAD LEADING SOUTH, TURN
 FC0295'RIGHT AND GO 0.5 MILE NORTH ON THE GRAVELED ROAD TO A DAIRY
 FC0295'FARM.  THE BENCH MARK IS 26 FT. NORTHWEST OF THE NORTHWEST
 FC0295'CORNER OF AN IMPLEMENT SHED, 18 FT. SOUTHWEST OF THE SOUTHWEST
 FC0295'CORNER OF A GULF GAS PUMP, 1.2 FT. EAST OF A FENCE, 2.2 FT.
 FC0295'SOUTH OF A WITNESS SIGN, AND ABOUT 400 FT. EAST OF PROPOSED
 FC0295'INTERSTATE HIGHWAY 75.  THE DISK IS SET IN TOP OF A CONCRETE
 FC0295'POST PROJECTING 2 INCHES AND IS ABOUT LEVEL WITH A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2099 ***********************************************************************
 GA2099  DESIGNATION -  M 239
 GA2099  PID         -  GA2099
 GA2099  STATE/COUNTY-  TN/JEFFERSON
 GA2099  USGS QUAD   -  WHITE PINE (1961)
 GA2099
 GA2099                         *CURRENT SURVEY CONTROL
 GA2099  ___________________________________________________________________
 GA2099* NAD 83(1986)-  36 00 32.     (N)    083 17 34.     (W)     SCALED    
 GA2099* NAVD 88     -       328.157  (meters)    1076.63   (feet)  ADJUSTED  
 GA2099  ___________________________________________________________________
 GA2099  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA2099  DYNAMIC HT  -         327.849 (meters)    1075.62  (feet)  COMP
 GA2099  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 GA2099
 GA2099  VERT ORDER  -  SECOND    CLASS 0
 GA2099
 GA2099.The horizontal coordinates were scaled from a topographic map and have
 GA2099.an estimated accuracy of +/- 6 seconds.
 GA2099
 GA2099.The orthometric height was determined by differential leveling
 GA2099.and adjusted by the National Geodetic Survey in June 1991..
 GA2099
 GA2099.The geoid height was determined by GEOID03.
 GA2099
 GA2099.The dynamic height is computed by dividing the NAVD 88
 GA2099.geopotential number by the normal gravity value computed on the
 GA2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2099.degrees latitude (g = 980.6199 gals.).
 GA2099
 GA2099.The modeled gravity was interpolated from observed gravity values.
 GA2099
 GA2099;                    North         East    Units  Estimated Accuracy
 GA2099;SPC TN       -   189,280.      844,020.      MT  (+/- 180 meters Scaled)
 GA2099
 GA2099                          SUPERSEDED SURVEY CONTROL
 GA2099
 GA2099  NGVD 29 (??/??/92)  328.316  (m)         1077.15   (f) ADJ UNCH    2 0
 GA2099
 GA2099.Superseded values are not recommended for survey control.
 GA2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2099.See file dsdata.txt to determine how the superseded data were derived.
 GA2099
 GA2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV933873(NAD 83)
 GA2099_MARKER: DB = BENCH MARK DISK
 GA2099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2099_SP_SET: CULVERT
 GA2099_STAMPING: M 239 1961
 GA2099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2099
 GA2099  HISTORY     - Date     Condition        Report By
 GA2099  HISTORY     - 1961     MONUMENTED       CGS
 GA2099
 GA2099                          STATION DESCRIPTION
 GA2099
 GA2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2099'8 MI NW FROM NEWPORT.
 GA2099'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 GA2099'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 3.45 MILES
 GA2099'NORTHWEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK DISK IS CEMENTED
 GA2099'IN A DRILL HOLE IN TOP OF THE SOUTHEAST CORNER OF A 4 BY 4 CONCRETE
 GA2099'CULVERT DRAIN LOCATED BETWEEN THE TWO TRAFFIC LANES AND IS ABOUT
 GA2099'2 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1645 ***********************************************************************
 GC1645  DESIGNATION -  M 24
 GC1645  PID         -  GC1645
 GC1645  STATE/COUNTY-  TN/BENTON
 GC1645  USGS QUAD   -  MC KINNON (1973)
 GC1645
 GC1645                         *CURRENT SURVEY CONTROL
 GC1645  ___________________________________________________________________
 GC1645* NAD 83(1986)-  36 17 29.     (N)    087 57 23.     (W)     SCALED    
 GC1645* NAVD 88     -       107.981  (meters)     354.27   (feet)  ADJUSTED  
 GC1645  ___________________________________________________________________
 GC1645  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GC1645  DYNAMIC HT  -         107.892 (meters)     353.98  (feet)  COMP
 GC1645  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 GC1645
 GC1645  VERT ORDER  -  SECOND    CLASS 0
 GC1645
 GC1645.The horizontal coordinates were scaled from a topographic map and have
 GC1645.an estimated accuracy of +/- 6 seconds.
 GC1645
 GC1645.The orthometric height was determined by differential leveling
 GC1645.and adjusted by the National Geodetic Survey in June 1991..
 GC1645
 GC1645.The geoid height was determined by GEOID03.
 GC1645
 GC1645.The dynamic height is computed by dividing the NAVD 88
 GC1645.geopotential number by the normal gravity value computed on the
 GC1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1645.degrees latitude (g = 980.6199 gals.).
 GC1645
 GC1645.The modeled gravity was interpolated from observed gravity values.
 GC1645
 GC1645;                    North         East    Units  Estimated Accuracy
 GC1645;SPC TN       -   219,000.      424,270.      MT  (+/- 180 meters Scaled)
 GC1645
 GC1645                          SUPERSEDED SURVEY CONTROL
 GC1645
 GC1645  NGVD 29 (??/??/92)  108.028  (m)          354.42   (f) ADJ UNCH    2 0
 GC1645
 GC1645.Superseded values are not recommended for survey control.
 GC1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1645.See file dsdata.txt to determine how the superseded data were derived.
 GC1645
 GC1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF141166(NAD 83)
 GC1645_MARKER: DB = BENCH MARK DISK
 GC1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1645_STAMPING: 354.691 M 24 1934
 GC1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1645+STABILITY: SURFACE MOTION
 GC1645
 GC1645  HISTORY     - Date     Condition        Report By
 GC1645  HISTORY     - 1934     MONUMENTED       CGS
 GC1645
 GC1645                          STATION DESCRIPTION
 GC1645
 GC1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1645'1 MI SW FROM DANVILLE.
 GC1645'IN BENTON COUNTY, 1.0 MILE SOUTHWEST ALONG THE LOUISVILLE AND
 GC1645'NASHVILLE RAILROAD FROM THE STATION AT DANVILLE, HOUSTON COUNTY,
 GC1645'0.5 MILE SOUTHWEST OF TENNESSEE RIVER, 0.25 MILE SOUTHWEST OF
 GC1645'MILEPOST 221, AT A ROAD CROSSING, 30 YARDS NORTH OF THE
 GC1645'CENTERLINE OF THE ROAD, AT A DISMANTLED SIGNAL, IN A RECESS IN
 GC1645'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION, AND
 GC1645'3 YARDS EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 GC1645'STAMPED 354.691 M 24 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2094 ***********************************************************************
 GA2094  DESIGNATION -  M 240
 GA2094  PID         -  GA2094
 GA2094  STATE/COUNTY-  TN/GREENE
 GA2094  USGS QUAD   -  MOHAWK (1980)
 GA2094
 GA2094                         *CURRENT SURVEY CONTROL
 GA2094  ___________________________________________________________________
 GA2094* NAD 83(1986)-  36 13 49.     (N)    083 01 22.     (W)     SCALED    
 GA2094* NAVD 88     -       335.467  (meters)    1100.61   (feet)  ADJUSTED  
 GA2094  ___________________________________________________________________
 GA2094  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA2094  DYNAMIC HT  -         335.157 (meters)    1099.59  (feet)  COMP
 GA2094  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 GA2094
 GA2094  VERT ORDER  -  SECOND    CLASS 0
 GA2094
 GA2094.The horizontal coordinates were scaled from a topographic map and have
 GA2094.an estimated accuracy of +/- 6 seconds.
 GA2094
 GA2094.The orthometric height was determined by differential leveling
 GA2094.and adjusted by the National Geodetic Survey in June 1991..
 GA2094
 GA2094.The geoid height was determined by GEOID03.
 GA2094
 GA2094.The dynamic height is computed by dividing the NAVD 88
 GA2094.geopotential number by the normal gravity value computed on the
 GA2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2094.degrees latitude (g = 980.6199 gals.).
 GA2094
 GA2094.The modeled gravity was interpolated from observed gravity values.
 GA2094
 GA2094;                    North         East    Units  Estimated Accuracy
 GA2094;SPC TN       -   214,540.      867,610.      MT  (+/- 180 meters Scaled)
 GA2094
 GA2094                          SUPERSEDED SURVEY CONTROL
 GA2094
 GA2094  NGVD 29 (??/??/92)  335.626  (m)         1101.13   (f) ADJ UNCH    2 0
 GA2094
 GA2094.Superseded values are not recommended for survey control.
 GA2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2094.See file dsdata.txt to determine how the superseded data were derived.
 GA2094
 GA2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA182113(NAD 83)
 GA2094_MARKER: DB = BENCH MARK DISK
 GA2094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2094_SP_SET: CULVERT
 GA2094_STAMPING: M 240 1961
 GA2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2094
 GA2094  HISTORY     - Date     Condition        Report By
 GA2094  HISTORY     - 1961     MONUMENTED       CGS
 GA2094  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2094
 GA2094                          STATION DESCRIPTION
 GA2094
 GA2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2094'0.7 MI N FROM MOHAWK CROSSROADS.
 GA2094'FROM MOHAWK CROSSROADS, (LOCATED ABOUT 12 MILES WEST OF GREENEVILLE
 GA2094'ON U.S. HIGHWAY 11E), GO 0.7 MILE NORTH ON A PAVED ROAD TO A
 GA2094'CULVERT UNDER THE ROAD AND A DAIRY FARM ON THE RIGHT.  THE BENCH
 GA2094'MARK IS ABOUT 120 FT. WEST OF A LARGE BARN, 21 FT. EAST OF THE
 GA2094'CENTER OF THE PAVED ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GA2094'TOP OF THE MIDDLE OF THE EAST CONCRETE HEADWALL OF THE CULVERT AND
 GA2094'IS ABOUT 6 FT. BELOW THE LEVEL OF THE ROAD.
 GA2094
 GA2094                          STATION RECOVERY (1980)
 GA2094
 GA2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1067 ***********************************************************************
 GA1067  DESIGNATION -  M 241
 GA1067  PID         -  GA1067
 GA1067  STATE/COUNTY-  TN/GREENE
 GA1067  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1067
 GA1067                         *CURRENT SURVEY CONTROL
 GA1067  ___________________________________________________________________
 GA1067* NAD 83(1986)-  36 21 47.     (N)    082 42 09.     (W)     SCALED    
 GA1067* NAVD 88     -       420.705  (meters)    1380.26   (feet)  ADJUSTED  
 GA1067  ___________________________________________________________________
 GA1067  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1067  DYNAMIC HT  -         420.309 (meters)    1378.96  (feet)  COMP
 GA1067  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 GA1067
 GA1067  VERT ORDER  -  SECOND    CLASS 0
 GA1067
 GA1067.The horizontal coordinates were scaled from a topographic map and have
 GA1067.an estimated accuracy of +/- 6 seconds.
 GA1067
 GA1067.The orthometric height was determined by differential leveling
 GA1067.and adjusted by the National Geodetic Survey in June 1991..
 GA1067
 GA1067.The geoid height was determined by GEOID03.
 GA1067
 GA1067.The dynamic height is computed by dividing the NAVD 88
 GA1067.geopotential number by the normal gravity value computed on the
 GA1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1067.degrees latitude (g = 980.6199 gals.).
 GA1067
 GA1067.The modeled gravity was interpolated from observed gravity values.
 GA1067
 GA1067;                    North         East    Units  Estimated Accuracy
 GA1067;SPC TN       -   230,190.      895,890.      MT  (+/- 180 meters Scaled)
 GA1067
 GA1067                          SUPERSEDED SURVEY CONTROL
 GA1067
 GA1067  NGVD 29 (??/??/92)  420.841  (m)         1380.71   (f) ADJ UNCH    2 0
 GA1067
 GA1067.Superseded values are not recommended for survey control.
 GA1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1067.See file dsdata.txt to determine how the superseded data were derived.
 GA1067
 GA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA472255(NAD 83)
 GA1067_MARKER: DB = BENCH MARK DISK
 GA1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1067_STAMPING: M 241 1961
 GA1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1067+STABILITY: SURFACE MOTION
 GA1067
 GA1067  HISTORY     - Date     Condition        Report By
 GA1067  HISTORY     - 1961     MONUMENTED       CGS
 GA1067
 GA1067                          STATION DESCRIPTION
 GA1067
 GA1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1067'AT JEAROLDSTOWN.
 GA1067'THIS MARK IS LOCATED IN THE SMALL COMMUNITY OF JEAROLDSTOWN,
 GA1067'(ABOUT 6 MILES SOUTHWEST OF FALL BRANCH).  THE BENCH MARK IS ON
 GA1067'THE PROPERTY OF J.L. DEATHEROG, 92.4 FT. SOUTH OF THE FRONT STEPS
 GA1067'OF THE HOUSE, 42 FT. NORTHWEST OF THE CENTER OF Y JUNCTION OF
 GA1067'TWO GRAVELED ROADS, 125 FT. WEST OF A SMALL GROCERY STORE, 12 FT.
 GA1067'NORTHEAST OF A FENCE CORNER, AND 2.3 FT. SOUTH OF A WITNESS SIGN.
 GA1067'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES
 GA1067'AND IS ABOUT 6 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2083 ***********************************************************************
 GA2083  DESIGNATION -  M 242
 GA2083  PID         -  GA2083
 GA2083  STATE/COUNTY-  TN/GREENE
 GA2083  USGS QUAD   -  MOHAWK (1980)
 GA2083
 GA2083                         *CURRENT SURVEY CONTROL
 GA2083  ___________________________________________________________________
 GA2083* NAD 83(1986)-  36 12 32.     (N)    083 05 15.     (W)     SCALED    
 GA2083* NAVD 88     -       362.118  (meters)    1188.05   (feet)  ADJUSTED  
 GA2083  ___________________________________________________________________
 GA2083  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA2083  DYNAMIC HT  -         361.785 (meters)    1186.96  (feet)  COMP
 GA2083  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 GA2083
 GA2083  VERT ORDER  -  SECOND    CLASS 0
 GA2083
 GA2083.The horizontal coordinates were scaled from a topographic map and have
 GA2083.an estimated accuracy of +/- 6 seconds.
 GA2083
 GA2083.The orthometric height was determined by differential leveling
 GA2083.and adjusted by the National Geodetic Survey in June 1991..
 GA2083
 GA2083.The geoid height was determined by GEOID03.
 GA2083
 GA2083.The dynamic height is computed by dividing the NAVD 88
 GA2083.geopotential number by the normal gravity value computed on the
 GA2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2083.degrees latitude (g = 980.6199 gals.).
 GA2083
 GA2083.The modeled gravity was interpolated from observed gravity values.
 GA2083
 GA2083;                    North         East    Units  Estimated Accuracy
 GA2083;SPC TN       -   211,990.      861,860.      MT  (+/- 180 meters Scaled)
 GA2083
 GA2083                          SUPERSEDED SURVEY CONTROL
 GA2083
 GA2083  NGVD 29 (??/??/92)  362.274  (m)         1188.56   (f) ADJ UNCH    2 0
 GA2083
 GA2083.Superseded values are not recommended for survey control.
 GA2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2083.See file dsdata.txt to determine how the superseded data were derived.
 GA2083
 GA2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA123091(NAD 83)
 GA2083_MARKER: DB = BENCH MARK DISK
 GA2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2083_STAMPING: M 242 1961
 GA2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2083+STABILITY: SURFACE MOTION
 GA2083
 GA2083  HISTORY     - Date     Condition        Report By
 GA2083  HISTORY     - 1961     MONUMENTED       CGS
 GA2083  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2083
 GA2083                          STATION DESCRIPTION
 GA2083
 GA2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2083'2.5 MI NW FROM MOHAWK.
 GA2083'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE TO
 GA2083'A T JUNCTION, THEN GO 1.2 MILES NORTH ON A PAVED ROAD, THEN 1.3
 GA2083'MILES WEST ON INTERSTATE 81 TO THE JUNCTION OF A GRAVELED ROAD.
 GA2083'THE BENCH MARK IS ABOUT 0.3 MILE SOUTH OF A BARN IN A PASTURE,
 GA2083'ABOUT 400 FT. NORTH OF INTERSTATE 81, 144 FT. NORTHWEST OF THE
 GA2083'NORTHWEST CORNER OF A HOUSE, 11 FT. EAST OF THE CENTER OF THE
 GA2083'GRAVELED ROAD, 1.2 FT. NORTHEAST OF A FENCE CORNER POST, AND ABOUT
 GA2083'LEVEL WITH THE ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2083'PROJECTING 4 INCHES.
 GA2083
 GA2083                          STATION RECOVERY (1980)
 GA2083
 GA2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0624 ***********************************************************************
 FC0624  DESIGNATION -  M 244
 FC0624  PID         -  FC0624
 FC0624  STATE/COUNTY-  TN/BRADLEY
 FC0624  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0624
 FC0624                         *CURRENT SURVEY CONTROL
 FC0624  ___________________________________________________________________
 FC0624* NAD 83(1986)-  35 09 02.     (N)    084 57 41.     (W)     SCALED    
 FC0624* NAVD 88     -       257.783  (meters)     845.74   (feet)  ADJUSTED  
 FC0624  ___________________________________________________________________
 FC0624  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0624  DYNAMIC HT  -         257.527 (meters)     844.90  (feet)  COMP
 FC0624  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 FC0624
 FC0624  VERT ORDER  -  SECOND    CLASS 0
 FC0624
 FC0624.The horizontal coordinates were scaled from a topographic map and have
 FC0624.an estimated accuracy of +/- 6 seconds.
 FC0624
 FC0624.The orthometric height was determined by differential leveling
 FC0624.and adjusted by the National Geodetic Survey in June 1991..
 FC0624
 FC0624.The geoid height was determined by GEOID03.
 FC0624
 FC0624.The dynamic height is computed by dividing the NAVD 88
 FC0624.geopotential number by the normal gravity value computed on the
 FC0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0624.degrees latitude (g = 980.6199 gals.).
 FC0624
 FC0624.The modeled gravity was interpolated from observed gravity values.
 FC0624
 FC0624;                    North         East    Units  Estimated Accuracy
 FC0624;SPC TN       -    91,170.      694,640.      MT  (+/- 180 meters Scaled)
 FC0624
 FC0624                          SUPERSEDED SURVEY CONTROL
 FC0624
 FC0624  NGVD 29 (??/??/92)  257.801  (m)          845.80   (f) ADJ UNCH    2 0
 FC0624
 FC0624.Superseded values are not recommended for survey control.
 FC0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0624.See file dsdata.txt to determine how the superseded data were derived.
 FC0624
 FC0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD856916(NAD 83)
 FC0624_MARKER: DB = BENCH MARK DISK
 FC0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0624_STAMPING: M 244 1961
 FC0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0624+STABILITY: SURFACE MOTION
 FC0624
 FC0624  HISTORY     - Date     Condition        Report By
 FC0624  HISTORY     - 1961     MONUMENTED       CGS
 FC0624  HISTORY     - 1962     GOOD             NGS
 FC0624  HISTORY     - 1967     GOOD             NGS
 FC0624
 FC0624                          STATION DESCRIPTION
 FC0624
 FC0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0624'4.7 MI W FROM CLEVELAND.
 FC0624'FROM THE JUNCTION OF STATE HIGHWAY 60 AND U.S. HWY. 11 GO WEST
 FC0624'ON U.S. HIGHWAY 11 2 MILES THENCE NORTHWEST ON A BLACKTOP ROAD
 FC0624'ONE MILE TO PLEASANT GROVE CHURCH, THENCE 1 MILE NORTHWEST TO THE
 FC0624'INTERSTATE HWY, THENCE 0.7 S.W. MILE ALONG THE INTERSTATE
 FC0624'HIGHWAY TO THE MARK ON THE RIGHT, 400 FEET NORTH OF INTERSTATE
 FC0624'HWY, 20.0 FEET NORTH OF CENTER OF GRADED ROAD, 7.3 FEET NORTH OF 4
 FC0624'FOOT CUT IN BANK, 4.3 FEET SOUTHEAST OF 4 INCH PINE, 3 FEET
 FC0624'WEST OF A WITNESS SIGN, A STANDARD DISK SET IN THE TOP OF A
 FC0624'CONCRETE POST PROJECTING 5 INCHES AND ABOUT 4 FEET ABOVE THE LEVEL
 FC0624'OF THE ROAD.  NOTE-- N 244, WHICH IS THE NEXT MARK ON THE LINE,
 FC0624'IS DESCRIBED FROM THE TOWN OF MC DONALD, TENNESSEE.
 FC0624
 FC0624                          STATION RECOVERY (1967)
 FC0624
 FC0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1287 ***********************************************************************
 FC1287  DESIGNATION -  M 245
 FC1287  PID         -  FC1287
 FC1287  STATE/COUNTY-  TN/HAMILTON
 FC1287  USGS QUAD   -  CHATTANOOGA (1976)
 FC1287
 FC1287                         *CURRENT SURVEY CONTROL
 FC1287  ___________________________________________________________________
 FC1287* NAD 83(1986)-  35 02 20.     (N)    085 18 55.     (W)     SCALED    
 FC1287* NAVD 88     -       204.227  (meters)     670.03   (feet)  ADJUSTED  
 FC1287  ___________________________________________________________________
 FC1287  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1287  DYNAMIC HT  -         204.024 (meters)     669.37  (feet)  COMP
 FC1287  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 FC1287
 FC1287  VERT ORDER  -  FIRST     CLASS II
 FC1287
 FC1287.The horizontal coordinates were scaled from a topographic map and have
 FC1287.an estimated accuracy of +/- 6 seconds.
 FC1287
 FC1287.The orthometric height was determined by differential leveling
 FC1287.and adjusted by the National Geodetic Survey in June 1991..
 FC1287
 FC1287.The geoid height was determined by GEOID03.
 FC1287
 FC1287.The dynamic height is computed by dividing the NAVD 88
 FC1287.geopotential number by the normal gravity value computed on the
 FC1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1287.degrees latitude (g = 980.6199 gals.).
 FC1287
 FC1287.The modeled gravity was interpolated from observed gravity values.
 FC1287
 FC1287;                    North         East    Units  Estimated Accuracy
 FC1287;SPC TN       -    78,500.      662,480.      MT  (+/- 180 meters Scaled)
 FC1287
 FC1287                          SUPERSEDED SURVEY CONTROL
 FC1287
 FC1287  NGVD 29 (??/??/92)  204.266  (m)          670.16   (f) ADJ UNCH    1 2
 FC1287
 FC1287.Superseded values are not recommended for survey control.
 FC1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1287.See file dsdata.txt to determine how the superseded data were derived.
 FC1287
 FC1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD536786(NAD 83)
 FC1287_MARKER: DB = BENCH MARK DISK
 FC1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1287_STAMPING: M 245 1961
 FC1287_MARK LOGO: CGS   
 FC1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1287+STABILITY: SURFACE MOTION
 FC1287
 FC1287  HISTORY     - Date     Condition        Report By
 FC1287  HISTORY     - 1961     MONUMENTED       CGS
 FC1287  HISTORY     - 1962     GOOD             NGS
 FC1287  HISTORY     - 1983     GOOD             NGS
 FC1287  HISTORY     - 1990     POOR             USPSQD
 FC1287  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 FC1287
 FC1287                          STATION DESCRIPTION
 FC1287
 FC1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1287'IN CHATTANOOGA.
 FC1287'TO REACH THE MARK FROM THE BRIDGE ON THE INTERSTATE HIGHWAY OVER
 FC1287'BROAD STREET GO NORTH ON BROAD STREET TO WEST MAIN STREET,
 FC1287'THENCE WEST ON WEST MAIN STREET TO THE MARK SET ON THE LEFT AT
 FC1287'THE JUNCTION OF WEST MAIN STREET AND CARTER STREET, 105 FEET
 FC1287'SOUTH OF MAIN STREET, 21 FEET EAST OF CARTER STREET, 10.7 FEET
 FC1287'WEST OF A LARGE BRICK BUILDING, 1.2 FEET SOUTH OF POWER LINE
 FC1287'POLE M5392, 1.7 FEET NORTH OF WITNESS POST.  A STANDARD DISK
 FC1287'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 FC1287'IS ABOUT ONE FOOT ABOVE THE LEVEL OF THE ROAD.
 FC1287
 FC1287                          STATION RECOVERY (1983)
 FC1287
 FC1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1287'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE INTERSTATE HIGHWAY TO
 FC1287'INTERSTATE HIGHWAY 24, ADD 45 FEET SOUTH OF A TELEPHONE POLE.
 FC1287
 FC1287                          STATION RECOVERY (1990)
 FC1287
 FC1287'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1287'MARK RECOVERED IN POOR CONDITION.
 FC1287
 FC1287                          STATION RECOVERY (1998)
 FC1287
 FC1287'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1423 ***********************************************************************
 FC1423  DESIGNATION -  M 246
 FC1423  PID         -  FC1423
 FC1423  STATE/COUNTY-  TN/GRUNDY
 FC1423  USGS QUAD   -  ALTO (1947)
 FC1423
 FC1423                         *CURRENT SURVEY CONTROL
 FC1423  ___________________________________________________________________
 FC1423* NAD 83(1986)-  35 18 29.     (N)    085 52 47.     (W)     SCALED    
 FC1423* NAVD 88     -       311.440  (meters)    1021.78   (feet)  ADJUSTED  
 FC1423  ___________________________________________________________________
 FC1423  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1423  DYNAMIC HT  -         311.138 (meters)    1020.79  (feet)  COMP
 FC1423  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 FC1423
 FC1423  VERT ORDER  -  SECOND    CLASS 0
 FC1423
 FC1423.The horizontal coordinates were scaled from a topographic map and have
 FC1423.an estimated accuracy of +/- 6 seconds.
 FC1423
 FC1423.The orthometric height was determined by differential leveling
 FC1423.and adjusted by the National Geodetic Survey in June 1991..
 FC1423
 FC1423.The geoid height was determined by GEOID03.
 FC1423
 FC1423.The dynamic height is computed by dividing the NAVD 88
 FC1423.geopotential number by the normal gravity value computed on the
 FC1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1423.degrees latitude (g = 980.6199 gals.).
 FC1423
 FC1423.The modeled gravity was interpolated from observed gravity values.
 FC1423
 FC1423;                    North         East    Units  Estimated Accuracy
 FC1423;SPC TN       -   108,150.      610,940.      MT  (+/- 180 meters Scaled)
 FC1423
 FC1423                          SUPERSEDED SURVEY CONTROL
 FC1423
 FC1423  NGVD 29 (??/??/92)  311.429  (m)         1021.75   (f) ADJ UNCH    2 0
 FC1423
 FC1423.Superseded values are not recommended for survey control.
 FC1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1423.See file dsdata.txt to determine how the superseded data were derived.
 FC1423
 FC1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE018077(NAD 83)
 FC1423_MARKER: DB = BENCH MARK DISK
 FC1423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1423_SP_SET: CULVERT
 FC1423_STAMPING: M 246 1962
 FC1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1423
 FC1423  HISTORY     - Date     Condition        Report By
 FC1423  HISTORY     - 1962     MONUMENTED       CGS
 FC1423
 FC1423                          STATION DESCRIPTION
 FC1423
 FC1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1423'AT PELHAM.
 FC1423'THE MARK IS SET IN PELHAM IN THE SOUTHEAST END OF A BOX CULVERT
 FC1423'NEAR THE PELHAM METHODIST CHURCH, 406 FEET SOUTHEAST OF THE
 FC1423'SOUTHEAST CORNER OF THE PELHAM METHODIST CHURCH, 19.5 FEET
 FC1423'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 41.  A STANDARD
 FC1423'BENCH MARK DISK DRILLED IN AN BOX CULVERT AND IS ABOUT 2 FEET
 FC1423'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1822 ***********************************************************************
 GA1822  DESIGNATION -  M 247
 GA1822  PID         -  GA1822
 GA1822  STATE/COUNTY-  TN/JEFFERSON
 GA1822  USGS QUAD   -  TALBOTT (1980)
 GA1822
 GA1822                         *CURRENT SURVEY CONTROL
 GA1822  ___________________________________________________________________
 GA1822* NAD 83(1986)-  36 07 57.     (N)    083 27 35.     (W)     SCALED    
 GA1822* NAVD 88     -       358.215  (meters)    1175.24   (feet)  ADJUSTED  
 GA1822  ___________________________________________________________________
 GA1822  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA1822  DYNAMIC HT  -         357.884 (meters)    1174.16  (feet)  COMP
 GA1822  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 GA1822
 GA1822  VERT ORDER  -  FIRST     CLASS I
 GA1822
 GA1822.The horizontal coordinates were scaled from a topographic map and have
 GA1822.an estimated accuracy of +/- 6 seconds.
 GA1822
 GA1822.The orthometric height was determined by differential leveling
 GA1822.and adjusted by the National Geodetic Survey in June 1991..
 GA1822
 GA1822.The geoid height was determined by GEOID03.
 GA1822
 GA1822.The dynamic height is computed by dividing the NAVD 88
 GA1822.geopotential number by the normal gravity value computed on the
 GA1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1822.degrees latitude (g = 980.6199 gals.).
 GA1822
 GA1822.The modeled gravity was interpolated from observed gravity values.
 GA1822
 GA1822;                    North         East    Units  Estimated Accuracy
 GA1822;SPC TN       -   202,580.      828,620.      MT  (+/- 180 meters Scaled)
 GA1822
 GA1822                          SUPERSEDED SURVEY CONTROL
 GA1822
 GA1822  NGVD 29 (??/??/92)  358.342  (m)         1175.66   (f) ADJ UNCH    1 1
 GA1822
 GA1822.Superseded values are not recommended for survey control.
 GA1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1822.See file dsdata.txt to determine how the superseded data were derived.
 GA1822
 GA1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA786014(NAD 83)
 GA1822_MARKER: DB = BENCH MARK DISK
 GA1822_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA1822_STAMPING: M 247 1967
 GA1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1822
 GA1822  HISTORY     - Date     Condition        Report By
 GA1822  HISTORY     - 1967     MONUMENTED       CGS
 GA1822
 GA1822                          STATION DESCRIPTION
 GA1822
 GA1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1822'2 MI NE FROM JEFFERSON CITY.
 GA1822'ABOUT 2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE
 GA1822'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, ABOUT 0.8
 GA1822'MILE SOUTHWEST OF THE SOUTHWEST END OF THE HIGHWAY OVERPASS OVER
 GA1822'THE SOUTHERN RAILWAY, ABOUT 0.15 MILE NORTHEAST OF THE MALOY
 GA1822'DRIVE-IN MOVIE, SET ON THE TOP OF A ROCK WHICH IS 5 FEET LONG-2
 GA1822'FEET WIDE AND PROJECTS 1 FOOT, 55 FEET NORTHWEST OF THE CENTER
 GA1822'LINE OF THE WESTBOUND LANE OF THE HIGHWAY AND 3 FEET ABOVE THE
 GA1822'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2225 ***********************************************************************
 GA2225  DESIGNATION -  M 248
 GA2225  PID         -  GA2225
 GA2225  STATE/COUNTY-  TN/KNOX
 GA2225  USGS QUAD   -  JOHN SEVIER (1992)
 GA2225
 GA2225                         *CURRENT SURVEY CONTROL
 GA2225  ___________________________________________________________________
 GA2225* NAD 83(1986)-  36 03 25.     (N)    083 47 30.     (W)     SCALED    
 GA2225* NAVD 88     -       287.463  (meters)     943.12   (feet)  ADJUSTED  
 GA2225  ___________________________________________________________________
 GA2225  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA2225  DYNAMIC HT  -         287.201 (meters)     942.26  (feet)  COMP
 GA2225  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 GA2225
 GA2225  VERT ORDER  -  FIRST     CLASS I
 GA2225
 GA2225.The horizontal coordinates were scaled from a topographic map and have
 GA2225.an estimated accuracy of +/- 6 seconds.
 GA2225
 GA2225.The orthometric height was determined by differential leveling
 GA2225.and adjusted by the National Geodetic Survey in June 1991..
 GA2225
 GA2225.The geoid height was determined by GEOID03.
 GA2225
 GA2225.The dynamic height is computed by dividing the NAVD 88
 GA2225.geopotential number by the normal gravity value computed on the
 GA2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2225.degrees latitude (g = 980.6199 gals.).
 GA2225
 GA2225.The modeled gravity was interpolated from observed gravity values.
 GA2225
 GA2225;                    North         East    Units  Estimated Accuracy
 GA2225;SPC TN       -   193,480.      798,940.      MT  (+/- 180 meters Scaled)
 GA2225
 GA2225                          SUPERSEDED SURVEY CONTROL
 GA2225
 GA2225  NGVD 29 (??/??/92)  287.595  (m)          943.55   (f) ADJ UNCH    1 1
 GA2225
 GA2225.Superseded values are not recommended for survey control.
 GA2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2225.See file dsdata.txt to determine how the superseded data were derived.
 GA2225
 GA2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV485938(NAD 83)
 GA2225_MARKER: DB = BENCH MARK DISK
 GA2225_SETTING: 66 = SET IN ROCK OUTCROP
 GA2225_SP_SET: ROCK OUTCROP
 GA2225_STAMPING: M 248 1967
 GA2225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2225+STABILITY: POSITION/ELEVATION WELL
 GA2225
 GA2225  HISTORY     - Date     Condition        Report By
 GA2225  HISTORY     - 1967     MONUMENTED       CGS
 GA2225
 GA2225                          STATION DESCRIPTION
 GA2225
 GA2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2225'3.4 MI SW FROM MASCOT.
 GA2225'ABOUT 2.35 MILES WEST ALONG A BLACK TOPPED ROAD FROM THE METHODIST
 GA2225'CHURCH AT MASCOT, THENCE 1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY
 GA2225'11W, ABOUT 65 YARDS NORTHEAST OF THE EAST CORNER OF A 40-FOOT
 GA2225'CONCRETE CULVERT OVER STRONG CREEK, NEAR THE JUNCTION OF A GRAVELED
 GA2225'ROAD LEADING EAST, SET ON THE TOP OF AN OUTCROPPING ROCK WHICH IS
 GA2225'15 FEET LONG, 6 FEET HIGH AND AT THE SOUTHWEST END OF A 10 FOOT
 GA2225'HIGH CUT, 59 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED
 GA2225'ROAD, 30 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GA2225'2 1/2 FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK AND 6 FEET
 GA2225'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0510 ***********************************************************************
 GB0510  DESIGNATION -  M 249
 GB0510  PID         -  GB0510
 GB0510  STATE/COUNTY-  TN/ANDERSON
 GB0510  USGS QUAD   -  WINDROCK (1975)
 GB0510
 GB0510                         *CURRENT SURVEY CONTROL
 GB0510  ___________________________________________________________________
 GB0510* NAD 83(1986)-  36 02 56.     (N)    084 18 01.     (W)     SCALED    
 GB0510* NAVD 88     -       256.569  (meters)     841.76   (feet)  ADJUSTED  
 GB0510  ___________________________________________________________________
 GB0510  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 GB0510  DYNAMIC HT  -         256.336 (meters)     841.00  (feet)  COMP
 GB0510  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 GB0510
 GB0510  VERT ORDER  -  FIRST     CLASS I
 GB0510
 GB0510.The horizontal coordinates were scaled from a topographic map and have
 GB0510.an estimated accuracy of +/- 6 seconds.
 GB0510
 GB0510.The orthometric height was determined by differential leveling
 GB0510.and adjusted by the National Geodetic Survey in June 1991..
 GB0510
 GB0510.The geoid height was determined by GEOID03.
 GB0510
 GB0510.The dynamic height is computed by dividing the NAVD 88
 GB0510.geopotential number by the normal gravity value computed on the
 GB0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0510.degrees latitude (g = 980.6199 gals.).
 GB0510
 GB0510.The modeled gravity was interpolated from observed gravity values.
 GB0510
 GB0510;                    North         East    Units  Estimated Accuracy
 GB0510;SPC TN       -   191,670.      753,140.      MT  (+/- 180 meters Scaled)
 GB0510
 GB0510                          SUPERSEDED SURVEY CONTROL
 GB0510
 GB0510  NGVD 29 (??/??/92)  256.702  (m)          842.20   (f) ADJ UNCH    1 1
 GB0510
 GB0510.Superseded values are not recommended for survey control.
 GB0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0510.See file dsdata.txt to determine how the superseded data were derived.
 GB0510
 GB0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE431927(NAD 83)
 GB0510_MARKER: DB = BENCH MARK DISK
 GB0510_SETTING: 66 = SET IN ROCK OUTCROP
 GB0510_SP_SET: ROCK LEDGE
 GB0510_STAMPING: M 249 1967
 GB0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0510+STABILITY: POSITION/ELEVATION WELL
 GB0510
 GB0510  HISTORY     - Date     Condition        Report By
 GB0510  HISTORY     - 1967     MONUMENTED       CGS
 GB0510
 GB0510                          STATION DESCRIPTION
 GB0510
 GB0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0510'2.6 MI E FROM OLIVER SPRINGS.
 GB0510'ABOUT 2.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0510'STATION AT OLIVER SPRINGS, AT THE INSIDE AND NEAR THE WEST
 GB0510'END OF A CURVE, SET IN THE TOP OF A ROCK LEDGE THAT IS ABOUT
 GB0510'4 FEET LONG AND ABOUT 2 FEET HIGH WHICH IS AT THE BASE OF A
 GB0510'ROCK THAT IS ABOUT 20 FEET LONG AND 10 FEET HIGH, 14 FEET
 GB0510'SOUTHWEST OF MILEPOST 33, 9 FEET NORTHWEST OF THE NORTHWEST
 GB0510'RAIL, 1 1/2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK
 GB0510'AND ABOUT 1 1/2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1248 ***********************************************************************
 GC1248  DESIGNATION -  M 25
 GC1248  PID         -  GC1248
 GC1248  STATE/COUNTY-  TN/MONTGOMERY
 GC1248  USGS QUAD   -  CLARKSVILLE (1984)
 GC1248
 GC1248                         *CURRENT SURVEY CONTROL
 GC1248  ___________________________________________________________________
 GC1248* NAD 83(1986)-  36 31 26.     (N)    087 21 14.     (W)     SCALED    
 GC1248* NAVD 88     -       135.498  (meters)     444.55   (feet)  ADJUSTED  
 GC1248  ___________________________________________________________________
 GC1248  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC1248  DYNAMIC HT  -         135.385 (meters)     444.18  (feet)  COMP
 GC1248  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GC1248
 GC1248  VERT ORDER  -  FIRST     CLASS II
 GC1248
 GC1248.The horizontal coordinates were scaled from a topographic map and have
 GC1248.an estimated accuracy of +/- 6 seconds.
 GC1248
 GC1248.The orthometric height was determined by differential leveling
 GC1248.and adjusted by the National Geodetic Survey in June 1991..
 GC1248
 GC1248.The geoid height was determined by GEOID03.
 GC1248
 GC1248.The dynamic height is computed by dividing the NAVD 88
 GC1248.geopotential number by the normal gravity value computed on the
 GC1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1248.degrees latitude (g = 980.6199 gals.).
 GC1248
 GC1248.The modeled gravity was interpolated from observed gravity values.
 GC1248
 GC1248;                    North         East    Units  Estimated Accuracy
 GC1248;SPC TN       -   243,890.      478,740.      MT  (+/- 180 meters Scaled)
 GC1248
 GC1248                          SUPERSEDED SURVEY CONTROL
 GC1248
 GC1248  NGVD 29 (??/??/92)  135.572  (m)          444.79   (f) ADJ UNCH    1 2
 GC1248
 GC1248.Superseded values are not recommended for survey control.
 GC1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1248.See file dsdata.txt to determine how the superseded data were derived.
 GC1248
 GC1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF683421(NAD 83)
 GC1248_MARKER: DB = BENCH MARK DISK
 GC1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1248_STAMPING: M 25 1934
 GC1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1248+STABILITY: SURFACE MOTION
 GC1248
 GC1248  HISTORY     - Date     Condition        Report By
 GC1248  HISTORY     - 1934     MONUMENTED       CGS
 GC1248  HISTORY     - 1949     GOOD             NGS
 GC1248  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC1248
 GC1248                          STATION DESCRIPTION
 GC1248
 GC1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1248'AT CLARKSVILLE.
 GC1248'AT CLARKSVILLE, ABOUT 0.5 MILE SOUTHWEST ALONG THE LOUISVILLE
 GC1248'AND NASHVILLE RAILROAD FROM THE STATION, ABOUT 115 YARDS SOUTHWEST
 GC1248'OF THE SOUTHWEST EDGE OF STATE HIGHWAY 13 OVERPASS OVER THE
 GC1248'TRACKS, 26 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 GC1248'TRACK, 13 1/2 FEET NORTHEAST OF A WHISTLE POST, 25.5 FEET WEST
 GC1248'OF THE PROLONGED CENTER LINE OF A NARROW STREET LEADING NORTH,
 GC1248'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 GC1248'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 GC1248
 GC1248                          STATION RECOVERY (1957)
 GC1248
 GC1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GC1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1034 ***********************************************************************
 FF1034  DESIGNATION -  M 251
 FF1034  PID         -  FF1034
 FF1034  STATE/COUNTY-  TN/SHELBY
 FF1034  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF1034
 FF1034                         *CURRENT SURVEY CONTROL
 FF1034  ___________________________________________________________________
 FF1034* NAD 83(1986)-  35 03 59.     (N)    090 04 12.     (W)     SCALED    
 FF1034* NAVD 88     -        72.741  (meters)     238.65   (feet)  ADJUSTED  
 FF1034  ___________________________________________________________________
 FF1034  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1034  DYNAMIC HT  -          72.674 (meters)     238.43  (feet)  COMP
 FF1034  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FF1034
 FF1034  VERT ORDER  -  FIRST     CLASS I
 FF1034
 FF1034.The horizontal coordinates were scaled from a topographic map and have
 FF1034.an estimated accuracy of +/- 6 seconds.
 FF1034
 FF1034.The orthometric height was determined by differential leveling
 FF1034.and adjusted by the National Geodetic Survey in June 1991..
 FF1034
 FF1034.The geoid height was determined by GEOID03.
 FF1034
 FF1034.The dynamic height is computed by dividing the NAVD 88
 FF1034.geopotential number by the normal gravity value computed on the
 FF1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1034.degrees latitude (g = 980.6199 gals.).
 FF1034
 FF1034.The modeled gravity was interpolated from observed gravity values.
 FF1034
 FF1034;                    North         East    Units  Estimated Accuracy
 FF1034;SPC TN       -    89,050.      228,850.      MT  (+/- 180 meters Scaled)
 FF1034
 FF1034                          SUPERSEDED SURVEY CONTROL
 FF1034
 FF1034  NGVD 29 (??/??/??)   72.716  (m)          238.57   (f) ADJUSTED    1 1
 FF1034
 FF1034.Superseded values are not recommended for survey control.
 FF1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1034.See file dsdata.txt to determine how the superseded data were derived.
 FF1034
 FF1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU671843(NAD 83)
 FF1034_MARKER: DB = BENCH MARK DISK
 FF1034_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1034+WITH SETTING: INTO GROUND
 FF1034_SP_SET: METAL ROD WITH BASE PLATE
 FF1034_STAMPING: M 251 1976
 FF1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1034+STABILITY: SURFACE MOTION
 FF1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1034+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 FF1034
 FF1034  HISTORY     - Date     Condition        Report By
 FF1034  HISTORY     - 1976     MONUMENTED       NGS
 FF1034  HISTORY     - 19950316 GOOD             TN1620
 FF1034  HISTORY     - 20021024 GOOD             USACE
 FF1034
 FF1034                          STATION DESCRIPTION
 FF1034
 FF1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1034'IN MEMPHIS.
 FF1034'0.95 MILES SOUTH ALONG US HIGHWAY 61 (SOUTH THIRD STREET) FROM
 FF1034'THE INTERSTATE 55 UNDERPASS AT MEMPHIS, THENCE 0.6 MILE WEST ON
 FF1034'PEEBLES ROAD, 235 FEET EAST OF HORN LAKE ROAD, 34 FEET SOUTH OF
 FF1034'THE CENTER OF PEEBLES ROAD, 47 FEET WEST OF THE CENTER OF A
 FF1034'DRIVEWAY LEADING TO THE TERMINAL FREIGHT COMPANY, 10 FEET SOUTH
 FF1034'OF A POWER POLE, AND 3 FEET NORTH OF A METAL FENCE WITH BARBED
 FF1034'WIRE.  A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH
 FF1034'OF 4 FEET.  ABOUT LEVEL WITH THE GROUND.
 FF1034
 FF1034                          STATION RECOVERY (1995)
 FF1034
 FF1034'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF1034'RECOVERED IN GOOD CONDITION.
 FF1034
 FF1034                          STATION RECOVERY (2002)
 FF1034
 FF1034'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0382 ***********************************************************************
 FC0382  DESIGNATION -  M 256
 FC0382  PID         -  FC0382
 FC0382  STATE/COUNTY-  TN/BRADLEY
 FC0382  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0382
 FC0382                         *CURRENT SURVEY CONTROL
 FC0382  ___________________________________________________________________
 FC0382* NAD 83(1986)-  35 09 58.     (N)    084 50 51.     (W)     SCALED    
 FC0382* NAVD 88     -       282.498  (meters)     926.83   (feet)  ADJUSTED  
 FC0382  ___________________________________________________________________
 FC0382  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FC0382  DYNAMIC HT  -         282.219 (meters)     925.91  (feet)  COMP
 FC0382  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 FC0382
 FC0382  VERT ORDER  -  FIRST     CLASS I
 FC0382
 FC0382.The horizontal coordinates were scaled from a topographic map and have
 FC0382.an estimated accuracy of +/- 6 seconds.
 FC0382
 FC0382.The orthometric height was determined by differential leveling
 FC0382.and adjusted by the National Geodetic Survey in June 1991..
 FC0382
 FC0382.The geoid height was determined by GEOID03.
 FC0382
 FC0382.The dynamic height is computed by dividing the NAVD 88
 FC0382.geopotential number by the normal gravity value computed on the
 FC0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0382.degrees latitude (g = 980.6199 gals.).
 FC0382
 FC0382.The modeled gravity was interpolated from observed gravity values.
 FC0382
 FC0382;                    North         East    Units  Estimated Accuracy
 FC0382;SPC TN       -    93,020.      705,000.      MT  (+/- 180 meters Scaled)
 FC0382
 FC0382                          SUPERSEDED SURVEY CONTROL
 FC0382
 FC0382  NGVD 29 (??/??/92)  282.514  (m)          926.88   (f) ADJ UNCH    1 1
 FC0382
 FC0382.Superseded values are not recommended for survey control.
 FC0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0382.See file dsdata.txt to determine how the superseded data were derived.
 FC0382
 FC0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD960935(NAD 83)
 FC0382_MARKER: DB = BENCH MARK DISK
 FC0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0382_SP_SET: BRIDGE
 FC0382_STAMPING: M 256 1968
 FC0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0382
 FC0382  HISTORY     - Date     Condition        Report By
 FC0382  HISTORY     - 1968     MONUMENTED       CGS
 FC0382  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC0382
 FC0382                          STATION DESCRIPTION
 FC0382
 FC0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0382'1.8 MI NE FROM CLEVELAND.
 FC0382'ABOUT 1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0382'AT CLEVELAND, ABOUT 30 YARDS SOUTHWEST OF AND ACROSS THE TRACK
 FC0382'FROM MILEPOST 211, SET IN THE TOP OF THE WEST END OF THE CONCRETE
 FC0382'BASE OF THE SOUTH PIER UNDER THE OVERHEAD BRIDGE ROAD OVERPASS
 FC0382'OVER THE TRACK, 7 FEET SOUTH OF THE SOUTH RAIL, 3 1/2 FEET EAST
 FC0382'OF THE WEST END OF THE PIER AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FC0382'TRACK.
 FC0382
 FC0382                          STATION RECOVERY (1983)
 FC0382
 FC0382'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0426 ***********************************************************************
 FC0426  DESIGNATION -  M 257
 FC0426  PID         -  FC0426
 FC0426  STATE/COUNTY-  TN/MCMINN
 FC0426  USGS QUAD   -  RICEVILLE (1990)
 FC0426
 FC0426                         *CURRENT SURVEY CONTROL
 FC0426  ___________________________________________________________________
 FC0426* NAD 83(1986)-  35 23 42.     (N)    084 40 59.     (W)     SCALED    
 FC0426* NAVD 88     -       254.383  (meters)     834.59   (feet)  ADJUSTED  
 FC0426  ___________________________________________________________________
 FC0426  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0426  DYNAMIC HT  -         254.134 (meters)     833.77  (feet)  COMP
 FC0426  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FC0426
 FC0426  VERT ORDER  -  FIRST     CLASS I
 FC0426
 FC0426.The horizontal coordinates were scaled from a topographic map and have
 FC0426.an estimated accuracy of +/- 6 seconds.
 FC0426
 FC0426.The orthometric height was determined by differential leveling
 FC0426.and adjusted by the National Geodetic Survey in June 1991..
 FC0426
 FC0426.The geoid height was determined by GEOID03.
 FC0426
 FC0426.The dynamic height is computed by dividing the NAVD 88
 FC0426.geopotential number by the normal gravity value computed on the
 FC0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0426.degrees latitude (g = 980.6199 gals.).
 FC0426
 FC0426.The modeled gravity was interpolated from observed gravity values.
 FC0426
 FC0426;                    North         East    Units  Estimated Accuracy
 FC0426;SPC TN       -   118,600.      719,640.      MT  (+/- 180 meters Scaled)
 FC0426
 FC0426                          SUPERSEDED SURVEY CONTROL
 FC0426
 FC0426  NGVD 29 (??/??/92)  254.427  (m)          834.73   (f) ADJ UNCH    1 1
 FC0426
 FC0426.Superseded values are not recommended for survey control.
 FC0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0426.See file dsdata.txt to determine how the superseded data were derived.
 FC0426
 FC0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE104193(NAD 83)
 FC0426_MARKER: DB = BENCH MARK DISK
 FC0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0426_SP_SET: CULVERT
 FC0426_STAMPING: M 257 1968
 FC0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0426
 FC0426  HISTORY     - Date     Condition        Report By
 FC0426  HISTORY     - 1968     MONUMENTED       CGS
 FC0426
 FC0426                          STATION DESCRIPTION
 FC0426
 FC0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0426'1.2 MI NE FROM RICEVILLE.
 FC0426'ABOUT 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0426'OFFICE AT RICEVILLE, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION
 FC0426'OF A DRIVE LEADING NORTHWEST TO THE RICEVILLE ELEMENTRY SCHOOL,
 FC0426'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL
 FC0426'OF A 6-FOOT CONCRETE BOX CULVERT UNDER BOTH LANES OF THE HIGHWAY,
 FC0426'37 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST BOUND LANES
 FC0426'OF THE HIGHWAY AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0869 ***********************************************************************
 FC0869  DESIGNATION -  M 258
 FC0869  PID         -  FC0869
 FC0869  STATE/COUNTY-  TN/MCMINN
 FC0869  USGS QUAD   -  NIOTA (1990)
 FC0869
 FC0869                         *CURRENT SURVEY CONTROL
 FC0869  ___________________________________________________________________
 FC0869* NAD 83(1986)-  35 32 24.     (N)    084 31 18.     (W)     SCALED    
 FC0869* NAVD 88     -       299.972  (meters)     984.16   (feet)  ADJUSTED  
 FC0869  ___________________________________________________________________
 FC0869  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC0869  DYNAMIC HT  -         299.679 (meters)     983.20  (feet)  COMP
 FC0869  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 FC0869
 FC0869  VERT ORDER  -  FIRST     CLASS I
 FC0869
 FC0869.The horizontal coordinates were scaled from a topographic map and have
 FC0869.an estimated accuracy of +/- 6 seconds.
 FC0869
 FC0869.The orthometric height was determined by differential leveling
 FC0869.and adjusted by the National Geodetic Survey in June 1991..
 FC0869
 FC0869.The geoid height was determined by GEOID03.
 FC0869
 FC0869.The dynamic height is computed by dividing the NAVD 88
 FC0869.geopotential number by the normal gravity value computed on the
 FC0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0869.degrees latitude (g = 980.6199 gals.).
 FC0869
 FC0869.The modeled gravity was interpolated from observed gravity values.
 FC0869
 FC0869;                    North         East    Units  Estimated Accuracy
 FC0869;SPC TN       -   134,890.      734,050.      MT  (+/- 180 meters Scaled)
 FC0869
 FC0869                          SUPERSEDED SURVEY CONTROL
 FC0869
 FC0869  NGVD 29 (??/??/92)  300.035  (m)          984.36   (f) ADJ UNCH    1 1
 FC0869
 FC0869.Superseded values are not recommended for survey control.
 FC0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0869.See file dsdata.txt to determine how the superseded data were derived.
 FC0869
 FC0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE246357(NAD 83)
 FC0869_MARKER: DB = BENCH MARK DISK
 FC0869_SETTING: 66 = SET IN ROCK OUTCROP
 FC0869_SP_SET: ROCK OUTCROP
 FC0869_STAMPING: M 258 1968
 FC0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0869+STABILITY: POSITION/ELEVATION WELL
 FC0869
 FC0869  HISTORY     - Date     Condition        Report By
 FC0869  HISTORY     - 1968     MONUMENTED       CGS
 FC0869
 FC0869                          STATION DESCRIPTION
 FC0869
 FC0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0869'2.5 MI NE FROM NIOTA.
 FC0869'ABOUT 2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0869'CORNER OF A LARGE CEMETERY AT NIOTA, ABOUT 0.45 MILE NORTHEAST
 FC0869'OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH, ABOUT 125 YARDS
 FC0869'SOUTHWEST OF A DRIVE LEADING SOUTHEAST TO A SMALL CONCRETE BLOCK
 FC0869'HOUSE AND AN OLD RED BARN, SET IN THE TOP AND NEAR THE WEST
 FC0869'CORNER OF A ROCK OUTCROP THAT IS ABOUT 25 FEET LONG BY 10 FEET
 FC0869'WIDE AND 2 FEET HIGH AT THE HIGHEST POINT, 29 FEET SOUTHEAST OF
 FC0869'THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT SOUTHWEST OF THE
 FC0869'SOUTHWEST END OF THE ROCK THAT IS ABOUT 3 FEET LONG BY 1 1/2 FEET
 FC0869'WIDE ON TOP OF THE OUTCROP, 1/2 FOOT NORTHWEST OF A RIGHT-OF-WAY
 FC0869'FENCE, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0049 ***********************************************************************
 FC0049  DESIGNATION -  M 259
 FC0049  PID         -  FC0049
 FC0049  STATE/COUNTY-  TN/LOUDON
 FC0049  USGS QUAD   -  LOUDON (1984)
 FC0049
 FC0049                         *CURRENT SURVEY CONTROL
 FC0049  ___________________________________________________________________
 FC0049* NAD 83(1986)-  35 44 31.     (N)    084 20 05.     (W)     SCALED    
 FC0049* NAVD 88     -       237.642  (meters)     779.66   (feet)  ADJUSTED  
 FC0049  ___________________________________________________________________
 FC0049  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FC0049  DYNAMIC HT  -         237.415 (meters)     778.92  (feet)  COMP
 FC0049  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 FC0049
 FC0049  VERT ORDER  -  FIRST     CLASS I
 FC0049
 FC0049.The horizontal coordinates were scaled from a topographic map and have
 FC0049.an estimated accuracy of +/- 6 seconds.
 FC0049
 FC0049.The orthometric height was determined by differential leveling
 FC0049.and adjusted by the National Geodetic Survey in June 1991..
 FC0049
 FC0049.The geoid height was determined by GEOID03.
 FC0049
 FC0049.The dynamic height is computed by dividing the NAVD 88
 FC0049.geopotential number by the normal gravity value computed on the
 FC0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0049.degrees latitude (g = 980.6199 gals.).
 FC0049
 FC0049.The modeled gravity was interpolated from observed gravity values.
 FC0049
 FC0049;                    North         East    Units  Estimated Accuracy
 FC0049;SPC TN       -   157,570.      750,620.      MT  (+/- 180 meters Scaled)
 FC0049
 FC0049                          SUPERSEDED SURVEY CONTROL
 FC0049
 FC0049  NGVD 29 (??/??/92)  237.749  (m)          780.01   (f) ADJ UNCH    1 1
 FC0049
 FC0049.Superseded values are not recommended for survey control.
 FC0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0049.See file dsdata.txt to determine how the superseded data were derived.
 FC0049
 FC0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE410586(NAD 83)
 FC0049_MARKER: DB = BENCH MARK DISK
 FC0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0049_SP_SET: PIER
 FC0049_STAMPING: M 259 1968
 FC0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0049
 FC0049  HISTORY     - Date     Condition        Report By
 FC0049  HISTORY     - 1968     MONUMENTED       CGS
 FC0049
 FC0049                          STATION DESCRIPTION
 FC0049
 FC0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0049'AT LOUDON.
 FC0049'AT LOUDON, ABOUT 0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM
 FC0049'THE COURTHOUSE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 FC0049'FIRST PIER SOUTHWEST OF HACKBERRY STREET, UNDER THE U.S. HIGHWAY
 FC0049'11 BRIDGE AND OVER THE TENNESSEE RIVER AND THE STREET, 15 FEET
 FC0049'SOUTHWEST OF THE CENTER LINE OF THE STREET, 2 1/2 FEET ABOVE
 FC0049'THE LEVEL OF THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FC0049'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1568 ***********************************************************************
 GC1568  DESIGNATION -  M 26
 GC1568  PID         -  GC1568
 GC1568  STATE/COUNTY-  TN/HUMPHREYS
 GC1568  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1568
 GC1568                         *CURRENT SURVEY CONTROL
 GC1568  ___________________________________________________________________
 GC1568* NAD 83(1986)-  36 04 15.     (N)    087 52 50.     (W)     SCALED    
 GC1568* NAVD 88     -       130.762  (meters)     429.01   (feet)  ADJUSTED  
 GC1568  ___________________________________________________________________
 GC1568  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1568  DYNAMIC HT  -         130.651 (meters)     428.64  (feet)  COMP
 GC1568  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 GC1568
 GC1568  VERT ORDER  -  FIRST     CLASS II
 GC1568
 GC1568.The horizontal coordinates were scaled from a topographic map and have
 GC1568.an estimated accuracy of +/- 6 seconds.
 GC1568
 GC1568.The orthometric height was determined by differential leveling
 GC1568.and adjusted by the National Geodetic Survey in June 1991..
 GC1568
 GC1568.The geoid height was determined by GEOID03.
 GC1568
 GC1568.The dynamic height is computed by dividing the NAVD 88
 GC1568.geopotential number by the normal gravity value computed on the
 GC1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1568.degrees latitude (g = 980.6199 gals.).
 GC1568
 GC1568.The modeled gravity was interpolated from observed gravity values.
 GC1568
 GC1568;                    North         East    Units  Estimated Accuracy
 GC1568;SPC TN       -   194,400.      430,610.      MT  (+/- 180 meters Scaled)
 GC1568
 GC1568                          SUPERSEDED SURVEY CONTROL
 GC1568
 GC1568  NGVD 29 (??/??/92)  130.795  (m)          429.12   (f) ADJ UNCH    1 2
 GC1568
 GC1568.Superseded values are not recommended for survey control.
 GC1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1568.See file dsdata.txt to determine how the superseded data were derived.
 GC1568
 GC1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE207921(NAD 83)
 GC1568_MARKER: DB = BENCH MARK DISK
 GC1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1568_STAMPING: 429.231 M 26 1934
 GC1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1568+STABILITY: SURFACE MOTION
 GC1568
 GC1568  HISTORY     - Date     Condition        Report By
 GC1568  HISTORY     - 1934     MONUMENTED       CGS
 GC1568  HISTORY     - 1947     GOOD             NGS
 GC1568  HISTORY     - 1972     GOOD             TVA
 GC1568  HISTORY     - 1988     GOOD             USPSQD
 GC1568
 GC1568                          STATION DESCRIPTION
 GC1568
 GC1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GC1568'5.3 MI W FROM WAVERLY.
 GC1568'5.3 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1568'RAILWAY FROM THE STATION AT WAVERLY, 24 FEET NORTHEAST OF THE
 GC1568'FIRST POLE EAST OF POLE 71/35, AT A PRIVATE-ROAD CROSSING,
 GC1568'38 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 7
 GC1568'FEET NORTHEAST OF THE CENTER LINE OF THE CROSS ROAD, LEVEL WITH
 GC1568'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 GC1568'3 INCHES.  NOTE-- STEEL POST AND SURVEY MARKER SIGN SET AT
 GC1568'MONUMENT.
 GC1568
 GC1568                          STATION RECOVERY (1972)
 GC1568
 GC1568'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1568'RECOVERED IN GOOD CONDITION.
 GC1568
 GC1568                          STATION RECOVERY (1988)
 GC1568
 GC1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPB)
 GC1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1904 ***********************************************************************
 FB1904  DESIGNATION -  M 260
 FB1904  PID         -  FB1904
 FB1904  STATE/COUNTY-  TN/KNOX
 FB1904  USGS QUAD   -  KNOXVILLE (1978)
 FB1904
 FB1904                         *CURRENT SURVEY CONTROL
 FB1904  ___________________________________________________________________
 FB1904* NAD 83(1986)-  35 56 28.     (N)    083 58 56.     (W)     SCALED    
 FB1904* NAVD 88     -       275.630  (meters)     904.30   (feet)  ADJUSTED  
 FB1904  ___________________________________________________________________
 FB1904  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1904  DYNAMIC HT  -         275.373 (meters)     903.45  (feet)  COMP
 FB1904  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 FB1904
 FB1904  VERT ORDER  -  FIRST     CLASS I
 FB1904
 FB1904.The horizontal coordinates were scaled from a topographic map and have
 FB1904.an estimated accuracy of +/- 6 seconds.
 FB1904
 FB1904.The orthometric height was determined by differential leveling
 FB1904.and adjusted by the National Geodetic Survey in June 1991..
 FB1904
 FB1904.The geoid height was determined by GEOID03.
 FB1904
 FB1904.The dynamic height is computed by dividing the NAVD 88
 FB1904.geopotential number by the normal gravity value computed on the
 FB1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1904.degrees latitude (g = 980.6199 gals.).
 FB1904
 FB1904.The modeled gravity was interpolated from observed gravity values.
 FB1904
 FB1904;                    North         East    Units  Estimated Accuracy
 FB1904;SPC TN       -   180,260.      782,040.      MT  (+/- 180 meters Scaled)
 FB1904
 FB1904                          SUPERSEDED SURVEY CONTROL
 FB1904
 FB1904  NGVD 29 (??/??/92)  275.765  (m)          904.74   (f) ADJ UNCH    1 1
 FB1904
 FB1904.Superseded values are not recommended for survey control.
 FB1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1904.See file dsdata.txt to determine how the superseded data were derived.
 FB1904
 FB1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV309815(NAD 83)
 FB1904_MARKER: DB = BENCH MARK DISK
 FB1904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1904_SP_SET: PIER
 FB1904_STAMPING: M 260 1968
 FB1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1904
 FB1904  HISTORY     - Date     Condition        Report By
 FB1904  HISTORY     - 1968     MONUMENTED       CGS
 FB1904
 FB1904                          STATION DESCRIPTION
 FB1904
 FB1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1904'AT BEARDEN.
 FB1904'AT BEARDEN, ABOUT 1.35 MILES NORTHEAST ALONG THE SOUTHERN
 FB1904'RAILWAY FROM THE RAILWAY OVERPASS OVER NORTH SHORE DRIVE, ABOUT
 FB1904'0.35 MILE NORTHEAST OF MILEPOST 135, SET VERTICALLY IN THE
 FB1904'SOUTHEAST FACE OF THE NORTHWEST PIER UNDER U.S. HIGHWAY 11 OVERPASS
 FB1904'OVER THE TRACK, 9.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 6.2
 FB1904'FEET SOUTHWEST OF THE NORTHEAST END OF THE PIER, 2 1/2 FEET ABOVE
 FB1904'THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0319 ***********************************************************************
 FF0319  DESIGNATION -  M 261
 FF0319  PID         -  FF0319
 FF0319  STATE/COUNTY-  TN/SHELBY
 FF0319  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0319
 FF0319                         *CURRENT SURVEY CONTROL
 FF0319  ___________________________________________________________________
 FF0319* NAD 83(1986)-  35 14 47.     (N)    090 00 20.     (W)     SCALED    
 FF0319* NAVD 88     -        70.159  (meters)     230.18   (feet)  ADJUSTED  
 FF0319  ___________________________________________________________________
 FF0319  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0319  DYNAMIC HT  -          70.097 (meters)     229.98  (feet)  COMP
 FF0319  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FF0319
 FF0319  VERT ORDER  -  FIRST     CLASS I
 FF0319
 FF0319.The horizontal coordinates were scaled from a topographic map and have
 FF0319.an estimated accuracy of +/- 6 seconds.
 FF0319
 FF0319.The orthometric height was determined by differential leveling
 FF0319.and adjusted by the National Geodetic Survey in June 1991..
 FF0319
 FF0319.The geoid height was determined by GEOID03.
 FF0319
 FF0319.The dynamic height is computed by dividing the NAVD 88
 FF0319.geopotential number by the normal gravity value computed on the
 FF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0319.degrees latitude (g = 980.6199 gals.).
 FF0319
 FF0319.The modeled gravity was interpolated from observed gravity values.
 FF0319
 FF0319;                    North         East    Units  Estimated Accuracy
 FF0319;SPC TN       -   108,760.      235,540.      MT  (+/- 180 meters Scaled)
 FF0319
 FF0319                          SUPERSEDED SURVEY CONTROL
 FF0319
 FF0319  NGVD 29 (??/??/??)   70.114  (m)          230.03   (f) ADJUSTED    1 1
 FF0319
 FF0319.Superseded values are not recommended for survey control.
 FF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0319.See file dsdata.txt to determine how the superseded data were derived.
 FF0319
 FF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV724044(NAD 83)
 FF0319_MARKER: DB = BENCH MARK DISK
 FF0319_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0319+WITH SETTING: INTO GROUND
 FF0319_STAMPING: M 261 1974
 FF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0319+STABILITY: SURFACE MOTION
 FF0319
 FF0319  HISTORY     - Date     Condition        Report By
 FF0319  HISTORY     - 1974     MONUMENTED       NGS
 FF0319  HISTORY     - 19980502 MARK NOT FOUND   TN1620
 FF0319
 FF0319                          STATION DESCRIPTION
 FF0319
 FF0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0319'1.7 MI NE FROM FRAYSER.
 FF0319'ABOUT 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM OUR LADY OF
 FF0319'SORROWS CHURCH AND SCHOOL AT FRAYSER, 0.5 MILE SOUTHWEST OF THE
 FF0319'MOST SOUTHWESTERLY ONE OF TWO CONCRETE HIGHWAY BRIDGES, 87
 FF0319'FEET NORTHWEST OF THE CENTER LINE OF THE MOST NORTHWESTERLY LANE
 FF0319'OF U.S. HIGHWAY 51, 59 FEET SOUTH OF THE CENTER LINE OF A
 FF0319'PRIVATE GRAVEL ROAD LEADING WEST WITH A ROW OF TREES ON SOUTH
 FF0319'SIDE OF ROAD, 42.8 FEET SOUTHWEST OF TELEPHONE POLE 113
 FF0319'SUPPORTING CABLE LINES, 15 FEET SOUTHWEST OF A FENCE CORNER POST,
 FF0319'1.2 FEET SOUTHEAST OF A FENCE, 0.5 FOOT NORTHWEST OF A METAL
 FF0319'WITNESS POST, 5 FEET BELOW LEVEL OF THE HIGHWAY AND ON THE TOP
 FF0319'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 FF0319'BASE PLATE.  THE DISK IS 2-INCHES BELOW GROUND AND PROTECTED BY A
 FF0319'4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 FF0319
 FF0319                          STATION RECOVERY (1998)
 FF0319
 FF0319'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1998 (SB)
 FF0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1344 ***********************************************************************
 FE1344  DESIGNATION -  M 262
 FE1344  PID         -  FE1344
 FE1344  STATE/COUNTY-  TN/TIPTON
 FE1344  USGS QUAD   -  BRIGHTON (1981)
 FE1344
 FE1344                         *CURRENT SURVEY CONTROL
 FE1344  ___________________________________________________________________
 FE1344* NAD 83(1986)-  35 28 30.     (N)    089 44 40.     (W)     SCALED    
 FE1344* NAVD 88     -       106.267  (meters)     348.64   (feet)  ADJUSTED  
 FE1344  ___________________________________________________________________
 FE1344  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1344  DYNAMIC HT  -         106.175 (meters)     348.34  (feet)  COMP
 FE1344  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 FE1344
 FE1344  VERT ORDER  -  FIRST     CLASS I
 FE1344
 FE1344.The horizontal coordinates were scaled from a topographic map and have
 FE1344.an estimated accuracy of +/- 6 seconds.
 FE1344
 FE1344.The orthometric height was determined by differential leveling
 FE1344.and adjusted by the National Geodetic Survey in June 1991..
 FE1344
 FE1344.The geoid height was determined by GEOID03.
 FE1344
 FE1344.The dynamic height is computed by dividing the NAVD 88
 FE1344.geopotential number by the normal gravity value computed on the
 FE1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1344.degrees latitude (g = 980.6199 gals.).
 FE1344
 FE1344.The modeled gravity was interpolated from observed gravity values.
 FE1344
 FE1344;                    North         East    Units  Estimated Accuracy
 FE1344;SPC TN       -   133,170.      260,260.      MT  (+/- 180 meters Scaled)
 FE1344
 FE1344                          SUPERSEDED SURVEY CONTROL
 FE1344
 FE1344  NGVD 29 (??/??/??)  106.241  (m)          348.56   (f) ADJUSTED    1 1
 FE1344
 FE1344.Superseded values are not recommended for survey control.
 FE1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1344.See file dsdata.txt to determine how the superseded data were derived.
 FE1344
 FE1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE509291(NAD 83)
 FE1344_MARKER: DB = BENCH MARK DISK
 FE1344_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1344+WITH SETTING: INTO GROUND
 FE1344_STAMPING: M 262 1974
 FE1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1344+STABILITY: SURFACE MOTION
 FE1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1344+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE1344
 FE1344  HISTORY     - Date     Condition        Report By
 FE1344  HISTORY     - 1974     MONUMENTED       NGS
 FE1344  HISTORY     - 20021001 GOOD             USACE
 FE1344
 FE1344                          STATION DESCRIPTION
 FE1344
 FE1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1344'1.1 MI SW FROM BRIGHTON.
 FE1344'ABOUT 1.1 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 51 FROM THE
 FE1344'INTERSECTION WITH KENTWOOD AT BRIGHTON, IN A LARGE Y FORMED BY
 FE1344'NEW 4-LANES AND BYPASS OF U.S. HIGHWAY 51, AT THE SOUTH SIDE OF A
 FE1344'GROVE OF PINE TREES, 121 FEET NORTHWEST OF THE CENTER LINE OF OLD U.S.
 FE1344'HIGHWAY 51 LEADING INTO BRIGHTON, 114 FEET SOUTHEAST OF THE
 FE1344'CENTER LINE OF THE SOUTHEAST LANE OF NEW HIGHWAY, 40.6 FEET
 FE1344'EAST OF A PIPE CORNER POST, 38 FEET EAST OF A CONCRETE HIGHWAY
 FE1344'R.O.W. MARKER POST, 2 FEET SOUTH OF A WOVEN WIRE FENCE, 0.8 FOOT
 FE1344'NORTHEAST OF A METAL WITNESS POST, 8 FEET ABOVE NEW HIGHWAY AND ON
 FE1344'THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED
 FE1344'TO A METAL BASE PLATE.  THE DISK IS PROJECTING 1-INCH ABOVE
 FE1344'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING
 FE1344'2-INCHES.
 FE1344
 FE1344                          STATION RECOVERY (2002)
 FE1344
 FE1344'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1694 ***********************************************************************
 FE1694  DESIGNATION -  M 263
 FE1694  PID         -  FE1694
 FE1694  STATE/COUNTY-  TN/LAUDERDALE
 FE1694  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1694
 FE1694                         *CURRENT SURVEY CONTROL
 FE1694  ___________________________________________________________________
 FE1694* NAD 83(1986)-  35 46 22.     (N)    089 30 55.     (W)     SCALED    
 FE1694* NAVD 88     -       104.334  (meters)     342.30   (feet)  ADJUSTED  
 FE1694  ___________________________________________________________________
 FE1694  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FE1694  DYNAMIC HT  -         104.245 (meters)     342.01  (feet)  COMP
 FE1694  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 FE1694
 FE1694  VERT ORDER  -  FIRST     CLASS I
 FE1694
 FE1694.The horizontal coordinates were scaled from a topographic map and have
 FE1694.an estimated accuracy of +/- 6 seconds.
 FE1694
 FE1694.The orthometric height was determined by differential leveling
 FE1694.and adjusted by the National Geodetic Survey in June 1991..
 FE1694
 FE1694.The geoid height was determined by GEOID03.
 FE1694
 FE1694.The dynamic height is computed by dividing the NAVD 88
 FE1694.geopotential number by the normal gravity value computed on the
 FE1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1694.degrees latitude (g = 980.6199 gals.).
 FE1694
 FE1694.The modeled gravity was interpolated from observed gravity values.
 FE1694
 FE1694;                    North         East    Units  Estimated Accuracy
 FE1694;SPC TN       -   165,410.      282,230.      MT  (+/- 180 meters Scaled)
 FE1694
 FE1694                          SUPERSEDED SURVEY CONTROL
 FE1694
 FE1694  NGVD 29 (??/??/??)  104.292  (m)          342.16   (f) ADJUSTED    1 1
 FE1694
 FE1694.Superseded values are not recommended for survey control.
 FE1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1694.See file dsdata.txt to determine how the superseded data were derived.
 FE1694
 FE1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE726616(NAD 83)
 FE1694_MARKER: DB = BENCH MARK DISK
 FE1694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1694_SP_SET: CULVERT
 FE1694_STAMPING: M 263 1974
 FE1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1694
 FE1694  HISTORY     - Date     Condition        Report By
 FE1694  HISTORY     - 1974     MONUMENTED       NGS
 FE1694  HISTORY     - 20020809 MARK NOT FOUND   USACE
 FE1694
 FE1694                          STATION DESCRIPTION
 FE1694
 FE1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1694'2 MI NE FROM RIPLEY.
 FE1694'ABOUT 0.2 MILE NORTH ALONG RANDOLPH STREET FROM THE POST OFFICE
 FE1694'AT RIPLEY, THENCE 1.75 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 51,
 FE1694'25 FEET SOUTH OF THE CENTER OF THE CROSSING WITH A SPUR TRACK
 FE1694'LEADING NORTH TO MERRYMONT PLANT, MUFFLER AND TAILPIPE COMPANY,
 FE1694'13.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 FE1694'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MOST SOUTHWESTERLY SPUR
 FE1694'TRACK (ILLINOIS CENTRAL RAILROAD), SET IN TOP AND CENTER OF THE
 FE1694'SOUTHEAST CONCRETE HEADWALL OF A 6 FT BY 4 FT BOX CULVERT UNDER
 FE1694'HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 FE1694
 FE1694                          STATION RECOVERY (2002)
 FE1694
 FE1694'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1694'MARK DESTROYED. CULVERT REPLACED RECNETLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0958 ***********************************************************************
 FE0958  DESIGNATION -  M 264
 FE0958  PID         -  FE0958
 FE0958  STATE/COUNTY-  TN/LAUDERDALE
 FE0958  USGS QUAD   -  FOWLKES (1983)
 FE0958
 FE0958                         *CURRENT SURVEY CONTROL
 FE0958  ___________________________________________________________________
 FE0958* NAD 83(1986)-  35 53 22.     (N)    089 25 49.     (W)     SCALED    
 FE0958* NAVD 88     -       115.935  (meters)     380.36   (feet)  ADJUSTED  
 FE0958  ___________________________________________________________________
 FE0958  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE0958  DYNAMIC HT  -         115.836 (meters)     380.04  (feet)  COMP
 FE0958  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 FE0958
 FE0958  VERT ORDER  -  FIRST     CLASS I
 FE0958
 FE0958.The horizontal coordinates were scaled from a topographic map and have
 FE0958.an estimated accuracy of +/- 6 seconds.
 FE0958
 FE0958.The orthometric height was determined by differential leveling
 FE0958.and adjusted by the National Geodetic Survey in June 1991..
 FE0958
 FE0958.The geoid height was determined by GEOID03.
 FE0958
 FE0958.The dynamic height is computed by dividing the NAVD 88
 FE0958.geopotential number by the normal gravity value computed on the
 FE0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0958.degrees latitude (g = 980.6199 gals.).
 FE0958
 FE0958.The modeled gravity was interpolated from observed gravity values.
 FE0958
 FE0958;                    North         East    Units  Estimated Accuracy
 FE0958;SPC TN       -   178,080.      290,360.      MT  (+/- 180 meters Scaled)
 FE0958
 FE0958                          SUPERSEDED SURVEY CONTROL
 FE0958
 FE0958  NGVD 29 (??/??/??)  115.877  (m)          380.17   (f) ADJUSTED    1 1
 FE0958
 FE0958.Superseded values are not recommended for survey control.
 FE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0958.See file dsdata.txt to determine how the superseded data were derived.
 FE0958
 FE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE806744(NAD 83)
 FE0958_MARKER: DB = BENCH MARK DISK
 FE0958_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE0958_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE0958_STAMPING: M 264 1974
 FE0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0958+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 FE0958
 FE0958  HISTORY     - Date     Condition        Report By
 FE0958  HISTORY     - 1974     MONUMENTED       NGS
 FE0958  HISTORY     - 20020804 GOOD             USACE
 FE0958
 FE0958                          STATION DESCRIPTION
 FE0958
 FE0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0958'2.2 MI W FROM HALLS.
 FE0958'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE0958'BAPTIST CHURCH AT HALLS, ALSO, ABOUT 1.70 MILES EAST OF THE SMALL
 FE0958'COMMUNITY OF DOUBLE BRIDGES AT A POWER LINE CROSSING, 43.5 FEET
 FE0958'SOUTHEAST OF A T FENCE, 39.3 FEET NORTHEAST OF THE CENTER
 FE0958'LINE OF STATE HIGHWAY 88, 4 FEET NORTHWEST OF A POWER POLE WITH
 FE0958'TRANSFORMER, 1.6 FEET SOUTHWEST OF A FENCE, 1 FOOT ABOVE HIGHWAY
 FE0958'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 FE0958'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1 FOOT BELOW
 FE0958'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH
 FE0958'THE GROUND.
 FE0958
 FE0958                          STATION RECOVERY (2002)
 FE0958
 FE0958'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1140 ***********************************************************************
 GD1140  DESIGNATION -  M 265
 GD1140  PID         -  GD1140
 GD1140  STATE/COUNTY-  TN/LAKE
 GD1140  USGS QUAD   -  RIDGELY (1981)
 GD1140
 GD1140                         *CURRENT SURVEY CONTROL
 GD1140  ___________________________________________________________________
 GD1140* NAD 83(1986)-  36 19 29.     (N)    089 28 24.     (W)     SCALED    
 GD1140* NAVD 88     -        86.989  (meters)     285.40   (feet)  ADJUSTED  
 GD1140  ___________________________________________________________________
 GD1140  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1140  DYNAMIC HT  -          86.919 (meters)     285.17  (feet)  COMP
 GD1140  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GD1140
 GD1140  VERT ORDER  -  FIRST     CLASS I
 GD1140
 GD1140.The horizontal coordinates were scaled from a topographic map and have
 GD1140.an estimated accuracy of +/- 6 seconds.
 GD1140
 GD1140.The orthometric height was determined by differential leveling
 GD1140.and adjusted by the National Geodetic Survey in June 1991..
 GD1140
 GD1140.The geoid height was determined by GEOID03.
 GD1140
 GD1140.The dynamic height is computed by dividing the NAVD 88
 GD1140.geopotential number by the normal gravity value computed on the
 GD1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1140.degrees latitude (g = 980.6199 gals.).
 GD1140
 GD1140.The modeled gravity was interpolated from observed gravity values.
 GD1140
 GD1140;                    North         East    Units  Estimated Accuracy
 GD1140;SPC TN       -   226,480.      288,190.      MT  (+/- 180 meters Scaled)
 GD1140
 GD1140                          SUPERSEDED SURVEY CONTROL
 GD1140
 GD1140  NGVD 29 (??/??/??)   86.915  (m)          285.15   (f) ADJUSTED    1 1
 GD1140
 GD1140.Superseded values are not recommended for survey control.
 GD1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1140.See file dsdata.txt to determine how the superseded data were derived.
 GD1140
 GD1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF779228(NAD 83)
 GD1140_MARKER: DB = BENCH MARK DISK
 GD1140_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1140+WITH SETTING: INTO GROUND
 GD1140_STAMPING: M 265 1974
 GD1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1140+STABILITY: SURFACE MOTION
 GD1140
 GD1140  HISTORY     - Date     Condition        Report By
 GD1140  HISTORY     - 1974     MONUMENTED       NGS
 GD1140  HISTORY     - 20020802 POOR             USACE
 GD1140
 GD1140                          STATION DESCRIPTION
 GD1140
 GD1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1140'4.15 MI N FROM RIDGELY.
 GD1140'ABOUT 4.15 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY
 GD1140'HIGHWAY COMMISSION OFFICE BUILDING AT RIDGELY, ABOUT 0.20 MILE SOUTH
 GD1140'OF THE SMALL COMMUNITY OF WYNNBURG, SET IN THE WEST PART OF THE LAWN
 GD1140'AT THE LAKE DRIVE-INN THEATRE, 118.2 FEET NORTHWEST OF THE NORTHWEST
 GD1140'CORNER OF THE TICKET OFFICE, 84 FEET SOUTH OF THE DRIVEWAY ENTRANCE TO
 GD1140'THEATRE, 54.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET
 GD1140'NORTH OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY AND ON THE TOP OF
 GD1140'A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 GD1140'PLATE.  THE DISK IS 0.1 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH
 GD1140'PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 GD1140
 GD1140                          STATION RECOVERY (2002)
 GD1140
 GD1140'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1140'MARK DESTROYED. FOUND ROD ENCASED IN BROKEN PVC WITH DISK SHEARED OFF.
 GD1140' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1835 ***********************************************************************
 FB1835  DESIGNATION -  M 27
 FB1835  PID         -  FB1835
 FB1835  STATE/COUNTY-  TN/KNOX
 FB1835  USGS QUAD   -  SHOOKS GAP (1987)
 FB1835
 FB1835                         *CURRENT SURVEY CONTROL
 FB1835  ___________________________________________________________________
 FB1835* NAD 83(1986)-  35 57 30.     (N)    083 46 35.     (W)     SCALED    
 FB1835* NAVD 88     -       261.50   (+/-2cm)     857.9    (feet)  VERTCON   
 FB1835  ___________________________________________________________________
 FB1835  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB1835
 FB1835  VERT ORDER  -  ? (See Below)
 FB1835
 FB1835.The horizontal coordinates were scaled from a topographic map and have
 FB1835.an estimated accuracy of +/- 6 seconds.
 FB1835
 FB1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1835.The vertical order pertains to the NGVD 29 superseded value.
 FB1835
 FB1835.The geoid height was determined by GEOID03.
 FB1835
 FB1835;                    North         East    Units  Estimated Accuracy
 FB1835;SPC TN       -   182,570.      800,570.      MT  (+/- 180 meters Scaled)
 FB1835
 FB1835                          SUPERSEDED SURVEY CONTROL
 FB1835
 FB1835  NGVD 29 (??/??/92)  261.650  (m)          858.43   (f) ADJ UNCH    ?  
 FB1835
 FB1835.Superseded values are not recommended for survey control.
 FB1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1835.See file dsdata.txt to determine how the superseded data were derived.
 FB1835
 FB1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV496828(NAD 83)
 FB1835_MARKER: Q = CHISELED SQUARE
 FB1835_SETTING: 66 = SET IN ROCK OUTCROP
 FB1835_SP_SET: ROCK OUTCROP
 FB1835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1835+STABILITY: POSITION/ELEVATION WELL
 FB1835
 FB1835  HISTORY     - Date     Condition        Report By
 FB1835  HISTORY     - UNK      MONUMENTED       TVA
 FB1835  HISTORY     - 1938     GOOD             TVA
 FB1835  HISTORY     - 1969     MARK NOT FOUND   TNHD
 FB1835  HISTORY     - 1969     MARK NOT FOUND   TNDT
 FB1835
 FB1835                          STATION DESCRIPTION
 FB1835
 FB1835'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1835'0.8 MI W FROM RIVERDALE.
 FB1835'0.8 MILE WEST ALONG A COUNTY ROAD FROM RIVERDALE, AT RIVERDALE
 FB1835'FERRY, 65 FEET EAST OF THE ROAD INTERSECTION, 30 FEET NORTH OF
 FB1835'THE NORTHEAST CORNER OF A GENERAL STORE, 10 FEET WEST OF THE
 FB1835'STEPS, ON THE NORTH SIDE OF THE ROAD, AND ON THE TOP OF A ROCK
 FB1835'OUTCROP.  A CHISELED SQUARE.
 FB1835
 FB1835                          STATION RECOVERY (1969)
 FB1835
 FB1835'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 FB1835'MARK NOT FOUND.
 FB1835
 FB1835                          STATION RECOVERY (1969)
 FB1835
 FB1835'RECOVERY NOTE BY TN DEPT OF TRANSP 1969
 FB1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1554 ***********************************************************************
 GC1554  DESIGNATION -  M 27 RESET
 GC1554  PID         -  GC1554
 GC1554  STATE/COUNTY-  TN/HUMPHREYS
 GC1554  USGS QUAD   -  MC EWEN (1982)
 GC1554
 GC1554                         *CURRENT SURVEY CONTROL
 GC1554  ___________________________________________________________________
 GC1554* NAD 83(1986)-  36 05 21.     (N)    087 44 21.     (W)     SCALED    
 GC1554* NAVD 88     -       180.798  (meters)     593.17   (feet)  ADJUSTED  
 GC1554  ___________________________________________________________________
 GC1554  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1554  DYNAMIC HT  -         180.641 (meters)     592.65  (feet)  COMP
 GC1554  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 GC1554
 GC1554  VERT ORDER  -  FIRST     CLASS II
 GC1554
 GC1554.The horizontal coordinates were scaled from a topographic map and have
 GC1554.an estimated accuracy of +/- 6 seconds.
 GC1554
 GC1554.The orthometric height was determined by differential leveling
 GC1554.and adjusted by the National Geodetic Survey in June 1991..
 GC1554
 GC1554.The geoid height was determined by GEOID03.
 GC1554
 GC1554.The dynamic height is computed by dividing the NAVD 88
 GC1554.geopotential number by the normal gravity value computed on the
 GC1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1554.degrees latitude (g = 980.6199 gals.).
 GC1554
 GC1554.The modeled gravity was interpolated from observed gravity values.
 GC1554
 GC1554;                    North         East    Units  Estimated Accuracy
 GC1554;SPC TN       -   196,200.      443,380.      MT  (+/- 180 meters Scaled)
 GC1554
 GC1554                          SUPERSEDED SURVEY CONTROL
 GC1554
 GC1554  NGVD 29 (??/??/92)  180.819  (m)          593.24   (f) ADJ UNCH    1 2
 GC1554
 GC1554.Superseded values are not recommended for survey control.
 GC1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1554.See file dsdata.txt to determine how the superseded data were derived.
 GC1554
 GC1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE334940(NAD 83)
 GC1554_MARKER: DB = BENCH MARK DISK
 GC1554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1554_SP_SET: BRIDGE
 GC1554_STAMPING: M 27 RESET 1944
 GC1554_MARK LOGO: CGS   
 GC1554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1554
 GC1554  HISTORY     - Date     Condition        Report By
 GC1554  HISTORY     - 1944     MONUMENTED       CGS
 GC1554  HISTORY     - 1948     GOOD             NGS
 GC1554  HISTORY     - 1961     GOOD             USGS
 GC1554  HISTORY     - 1972     GOOD             TVA
 GC1554  HISTORY     - 1988     GOOD             USPSQD
 GC1554
 GC1554                          STATION DESCRIPTION
 GC1554
 GC1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1554'3.1 MI E FROM WAVERLY.
 GC1554'3.1 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1554'RAILWAY FROM THE STATION AT WAVERLY, SET IN THE TOP OF THE SOUTH
 GC1554'END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NO. 63.5 OVER TRACE
 GC1554'CREEK, AT POLE 63+20 1/2, 6 FEET SOUTH OF THE SOUTH RAIL AND ABOUT
 GC1554'1/2 FOOT BELOW THE TRACK LEVEL.
 GC1554
 GC1554                          STATION RECOVERY (1961)
 GC1554
 GC1554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC1554'RECOVERED IN GOOD CONDITION.
 GC1554
 GC1554                          STATION RECOVERY (1972)
 GC1554
 GC1554'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1554'RECOVERED IN GOOD CONDITION.
 GC1554
 GC1554                          STATION RECOVERY (1988)
 GC1554
 GC1554'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1824 ***********************************************************************
 FB1824  DESIGNATION -  M 28
 FB1824  PID         -  FB1824
 FB1824  STATE/COUNTY-  TN/SEVIER
 FB1824  USGS QUAD   -  BOYDS CREEK (1986)
 FB1824
 FB1824                         *CURRENT SURVEY CONTROL
 FB1824  ___________________________________________________________________
 FB1824* NAD 83(1986)-  35 53 32.     (N)    083 43 20.     (W)     SCALED    
 FB1824* NAVD 88     -       298.52   (+/-2cm)     979.4    (feet)  VERTCON   
 FB1824  ___________________________________________________________________
 FB1824  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB1824
 FB1824  VERT ORDER  -  ? (See Below)
 FB1824
 FB1824.The horizontal coordinates were scaled from a topographic map and have
 FB1824.an estimated accuracy of +/- 6 seconds.
 FB1824
 FB1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1824.The vertical order pertains to the NGVD 29 superseded value.
 FB1824
 FB1824.The geoid height was determined by GEOID03.
 FB1824
 FB1824;                    North         East    Units  Estimated Accuracy
 FB1824;SPC TN       -   175,350.      805,620.      MT  (+/- 180 meters Scaled)
 FB1824
 FB1824                          SUPERSEDED SURVEY CONTROL
 FB1824
 FB1824  NGVD 29 (??/??/92)  298.652  (m)          979.83   (f) ADJ UNCH    ?  
 FB1824
 FB1824.Superseded values are not recommended for survey control.
 FB1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1824.See file dsdata.txt to determine how the superseded data were derived.
 FB1824
 FB1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV542754(NAD 83)
 FB1824_MARKER: B = BOLT
 FB1824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1824_SP_SET: OVERPASS
 FB1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1824
 FB1824  HISTORY     - Date     Condition        Report By
 FB1824  HISTORY     - UNK      MONUMENTED       TVA
 FB1824  HISTORY     - 1938     GOOD             TVA
 FB1824
 FB1824                          STATION DESCRIPTION
 FB1824
 FB1824'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1824'AT SEYMOUR.
 FB1824'AT SEYMOUR, AT THE SMOKY MOUNTAIN RAILROAD OVERPASS AT THE POST
 FB1824'OFFICE, IN THE TOP OF THE NORTHEAST WING WALL, 5 FEET NORTH OF
 FB1824'THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.  THE
 FB1824'HEAD OF THE SOUTHERNMOST BOLT IN THE WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1310 ***********************************************************************
 GC1310  DESIGNATION -  M 28
 GC1310  PID         -  GC1310
 GC1310  STATE/COUNTY-  TN/DAVIDSON
 GC1310  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1310
 GC1310                         *CURRENT SURVEY CONTROL
 GC1310  ___________________________________________________________________
 GC1310* NAD 83(1986)-  36 05 34.     (N)    087 01 20.     (W)     SCALED    
 GC1310* NAVD 88     -       168.779  (meters)     553.74   (feet)  ADJUSTED  
 GC1310  ___________________________________________________________________
 GC1310  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC1310  DYNAMIC HT  -         168.632 (meters)     553.25  (feet)  COMP
 GC1310  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 GC1310
 GC1310  VERT ORDER  -  FIRST     CLASS II
 GC1310
 GC1310.The horizontal coordinates were scaled from a topographic map and have
 GC1310.an estimated accuracy of +/- 6 seconds.
 GC1310
 GC1310.The orthometric height was determined by differential leveling
 GC1310.and adjusted by the National Geodetic Survey in June 1991..
 GC1310
 GC1310.The geoid height was determined by GEOID03.
 GC1310
 GC1310.The dynamic height is computed by dividing the NAVD 88
 GC1310.geopotential number by the normal gravity value computed on the
 GC1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1310.degrees latitude (g = 980.6199 gals.).
 GC1310
 GC1310.The modeled gravity was interpolated from observed gravity values.
 GC1310
 GC1310;                    North         East    Units  Estimated Accuracy
 GC1310;SPC TN       -   195,690.      507,950.      MT  (+/- 180 meters Scaled)
 GC1310
 GC1310                          SUPERSEDED SURVEY CONTROL
 GC1310
 GC1310  NGVD 29 (??/??/92)  168.800  (m)          553.80   (f) ADJ UNCH    1 2
 GC1310
 GC1310.Superseded values are not recommended for survey control.
 GC1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1310.See file dsdata.txt to determine how the superseded data were derived.
 GC1310
 GC1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE980942(NAD 83)
 GC1310_MARKER: DB = BENCH MARK DISK
 GC1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1310_STAMPING: 554.061 M 28 1934
 GC1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1310+STABILITY: SURFACE MOTION
 GC1310
 GC1310  HISTORY     - Date     Condition        Report By
 GC1310  HISTORY     - 1934     MONUMENTED       CGS
 GC1310  HISTORY     - 1948     GOOD             NGS
 GC1310
 GC1310                          STATION DESCRIPTION
 GC1310
 GC1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1310'1.9 MI E FROM PEGRAM.
 GC1310'1.9 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1310'RAILWAY FROM THE STATION AT PEGRAM, ABOUT 130 YARDS EAST OF THE
 GC1310'PROLONGED CENTER LINE OF OLD CHARLOTTE ROAD LEADING NORTH, 248
 GC1310'FEET EAST OF THE CENTER OF THE CROSSING OF MC CRORY LANE LEADING
 GC1310'SOUTH, 20 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 58 FEET
 GC1310'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 39 FEET EAST OF POLE
 GC1310'17+36, ABOUT 2 1/2 FEET NORTH OF THE LINE OF POLES, 1 1/2 FEET
 GC1310'SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK
 GC1310'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1235 ***********************************************************************
 FD1235  DESIGNATION -  M 29
 FD1235  PID         -  FD1235
 FD1235  STATE/COUNTY-  TN/LEWIS
 FD1235  USGS QUAD   -  HOHENWALD (1991)
 FD1235
 FD1235                         *CURRENT SURVEY CONTROL
 FD1235  ___________________________________________________________________
 FD1235* NAD 83(1986)-  35 34 15.     (N)    087 31 55.     (W)     SCALED    
 FD1235* NAVD 88     -       290.493  (meters)     953.06   (feet)  ADJUSTED  
 FD1235  ___________________________________________________________________
 FD1235  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FD1235  DYNAMIC HT  -         290.227 (meters)     952.19  (feet)  COMP
 FD1235  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 FD1235
 FD1235  VERT ORDER  -  SECOND    CLASS 0
 FD1235
 FD1235.The horizontal coordinates were scaled from a topographic map and have
 FD1235.an estimated accuracy of +/- 6 seconds.
 FD1235
 FD1235.The orthometric height was determined by differential leveling
 FD1235.and adjusted by the National Geodetic Survey in June 1991..
 FD1235
 FD1235.The geoid height was determined by GEOID03.
 FD1235
 FD1235.The dynamic height is computed by dividing the NAVD 88
 FD1235.geopotential number by the normal gravity value computed on the
 FD1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1235.degrees latitude (g = 980.6199 gals.).
 FD1235
 FD1235.The modeled gravity was interpolated from observed gravity values.
 FD1235
 FD1235;                    North         East    Units  Estimated Accuracy
 FD1235;SPC TN       -   138,390.      461,140.      MT  (+/- 180 meters Scaled)
 FD1235
 FD1235                          SUPERSEDED SURVEY CONTROL
 FD1235
 FD1235  NGVD 29 (??/??/92)  290.470  (m)          952.98   (f) ADJ UNCH    2 0
 FD1235
 FD1235.Superseded values are not recommended for survey control.
 FD1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1235.See file dsdata.txt to determine how the superseded data were derived.
 FD1235
 FD1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE517364(NAD 83)
 FD1235_MARKER: DB = BENCH MARK DISK
 FD1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1235_STAMPING: W 29 1934
 FD1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1235+STABILITY: SURFACE MOTION
 FD1235
 FD1235  HISTORY     - Date     Condition        Report By
 FD1235  HISTORY     - 1934     MONUMENTED       CGS
 FD1235  HISTORY     - 1953     MARK NOT FOUND   NGS
 FD1235
 FD1235                          STATION DESCRIPTION
 FD1235
 FD1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1235'2 MI N FROM HOHENWALD.
 FD1235'2.0 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD1235'RAILWAY FROM HOHENWALD, LEWIS COUNTY, ABOUT 1/2 MILE NORTH OF
 FD1235'THE SIDING AT BLONDY, 42 FEET SOUTH OF MILEPOST 50, 45 FEET
 FD1235'EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF A POLE.
 FD1235'A STANDARD DISK, STAMPED W 29 1934 AND SET IN THE TOP OF A
 FD1235'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2399 ***********************************************************************
 FB2399  DESIGNATION -  M 292
 FB2399  PID         -  FB2399
 FB2399  STATE/COUNTY-  TN/BLOUNT
 FB2399  USGS QUAD   -  MARYVILLE (1979)
 FB2399
 FB2399                         *CURRENT SURVEY CONTROL
 FB2399  ___________________________________________________________________
 FB2399* NAD 83(1986)-  35 50 05.     (N)    083 56 34.     (W)     SCALED    
 FB2399* NAVD 88     -       267.689  (meters)     878.24   (feet)  ADJUSTED  
 FB2399  ___________________________________________________________________
 FB2399  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB2399  DYNAMIC HT  -         267.439 (meters)     877.42  (feet)  COMP
 FB2399  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FB2399
 FB2399  VERT ORDER  -  FIRST     CLASS II
 FB2399
 FB2399.The horizontal coordinates were scaled from a topographic map and have
 FB2399.an estimated accuracy of +/- 6 seconds.
 FB2399
 FB2399.The orthometric height was determined by differential leveling
 FB2399.and adjusted by the National Geodetic Survey in June 1991..
 FB2399
 FB2399.The geoid height was determined by GEOID03.
 FB2399
 FB2399.The dynamic height is computed by dividing the NAVD 88
 FB2399.geopotential number by the normal gravity value computed on the
 FB2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2399.degrees latitude (g = 980.6199 gals.).
 FB2399
 FB2399.The modeled gravity was interpolated from observed gravity values.
 FB2399
 FB2399;                    North         East    Units  Estimated Accuracy
 FB2399;SPC TN       -   168,530.      785,850.      MT  (+/- 180 meters Scaled)
 FB2399
 FB2399                          SUPERSEDED SURVEY CONTROL
 FB2399
 FB2399  NGVD 29 (12/12/91)  267.821  (m)          878.68   (f) ADJUSTED    1 2
 FB2399
 FB2399.Superseded values are not recommended for survey control.
 FB2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2399.See file dsdata.txt to determine how the superseded data were derived.
 FB2399
 FB2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV341696(NAD 83)
 FB2399_MARKER: I = METAL ROD
 FB2399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2399_SP_SET: STAINLESS STEEL ROD
 FB2399_STAMPING: M 292 1983
 FB2399_MARK LOGO: NGS   
 FB2399_PROJECTION: FLUSH
 FB2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2399_ROD/PIPE-DEPTH: 18.2 meters
 FB2399
 FB2399  HISTORY     - Date     Condition        Report By
 FB2399  HISTORY     - 1983     MONUMENTED       NGS
 FB2399
 FB2399                          STATION DESCRIPTION
 FB2399
 FB2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2399'9.2 KM (5.7 MI) NNE FROM MARYVILLE.
 FB2399'9.2 KM (5.7 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 33 FROM THE
 FB2399'INTERSECTION OF WASHINGTON STREET IN MARYVILLE TO THE MARK ON THE
 FB2399'LEFT, AT THE JUNCTION OF LITTLE RIVER ROAD, 69.80 METERS (229.0 FT)
 FB2399'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.06 METERS (16.6 FT)
 FB2399'SOUTH-SOUTHWEST OF THE CENTERLINE OF LITTLE RIVER ROAD, 5.67 METERS
 FB2399'(18.6 FT) SOUTHEAST OF THE CENTER OF A PAVED DRIVEWAY LEADING TO A TWO
 FB2399'STORY WHITE SHINGLE HOUSE, 0.55 METER (1.8 FT) SOUTHEAST OF A UTILITY
 FB2399'POLE WITH TRANSFORMER NUMBER SP-P-H 3-40.
 FB2399'THE MARK IS 0.46 M ABOVE LITTLE RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1628 ***********************************************************************
 FC1628  DESIGNATION -  M 293
 FC1628  PID         -  FC1628
 FC1628  STATE/COUNTY-  TN/MARION
 FC1628  USGS QUAD   -  SEQUATCHIE (1982)
 FC1628
 FC1628                         *CURRENT SURVEY CONTROL
 FC1628  ___________________________________________________________________
 FC1628* NAD 83(1986)-  35 00 24.     (N)    085 31 05.     (W)     SCALED    
 FC1628* NAVD 88     -       225.253  (meters)     739.02   (feet)  ADJUSTED  
 FC1628  ___________________________________________________________________
 FC1628  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FC1628  DYNAMIC HT  -         225.033 (meters)     738.30  (feet)  COMP
 FC1628  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FC1628
 FC1628  VERT ORDER  -  FIRST     CLASS II
 FC1628
 FC1628.The horizontal coordinates were scaled from a topographic map and have
 FC1628.an estimated accuracy of +/- 6 seconds.
 FC1628
 FC1628.The orthometric height was determined by differential leveling
 FC1628.and adjusted by the National Geodetic Survey in June 1991..
 FC1628
 FC1628.The geoid height was determined by GEOID03.
 FC1628
 FC1628.The dynamic height is computed by dividing the NAVD 88
 FC1628.geopotential number by the normal gravity value computed on the
 FC1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1628.degrees latitude (g = 980.6199 gals.).
 FC1628
 FC1628.The modeled gravity was interpolated from observed gravity values.
 FC1628
 FC1628;                    North         East    Units  Estimated Accuracy
 FC1628;SPC TN       -    74,820.      643,990.      MT  (+/- 180 meters Scaled)
 FC1628
 FC1628                          SUPERSEDED SURVEY CONTROL
 FC1628
 FC1628.No superseded survey control is available for this station.
 FC1628
 FC1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD352747(NAD 83)
 FC1628_MARKER: I = METAL ROD
 FC1628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1628_SP_SET: STAINLESS STEEL ROD
 FC1628_STAMPING: M 293 1983
 FC1628_MARK LOGO: NGS   
 FC1628_PROJECTION: FLUSH
 FC1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1628_ROD/PIPE-DEPTH: 11.6 meters
 FC1628
 FC1628  HISTORY     - Date     Condition        Report By
 FC1628  HISTORY     - 1983     MONUMENTED       NGS
 FC1628
 FC1628                          STATION DESCRIPTION
 FC1628
 FC1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1628'3.7 KM (2.3 MI) SE FROM HALETOWN.
 FC1628'0.4 KM (0.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 41, 64, AND 72 FROM THE
 FC1628'POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM (0.45 MI)
 FC1628'SOUTH ALONG STATE HIGHWAY 156 AND 134, THENCE 2.6 KM (1.6 MI)
 FC1628'SOUTHEAST ALONG STATE HIGHWAY 134, SET AT THE SOUTHWEST ANGLE OF A
 FC1628'MASSIVE WASHOUT ON THE NORTH SLOPE OF MOUNTAIN, ALSO, 3.1 KM (1.95 MI)
 FC1628'NORTHWEST ALONG STATE HIGHWAY 134 FROM THE POST OFFICE IN WHITESIDE,
 FC1628'11.82 METERS (38.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 FC1628'HIGHWAY, AND 0.85 METERS (2.8 FT) NORTHWEST OF POWERLINE POLE NUMBER
 FC1628'HB4101 WITH TWO GUY CABLES.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1628'THE MARK IS 0.9 METERS  ESE FROM A WITNESS POST.
 FC1628'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1651 ***********************************************************************
 FC1651  DESIGNATION -  M 294
 FC1651  PID         -  FC1651
 FC1651  STATE/COUNTY-  TN/BRADLEY
 FC1651  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1651
 FC1651                         *CURRENT SURVEY CONTROL
 FC1651  ___________________________________________________________________
 FC1651* NAD 83(1986)-  35 07 57.     (N)    084 56 12.     (W)     SCALED    
 FC1651* NAVD 88     -       238.247  (meters)     781.65   (feet)  ADJUSTED  
 FC1651  ___________________________________________________________________
 FC1651  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1651  DYNAMIC HT  -         238.010 (meters)     780.87  (feet)  COMP
 FC1651  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 FC1651
 FC1651  VERT ORDER  -  FIRST     CLASS II
 FC1651
 FC1651.The horizontal coordinates were scaled from a topographic map and have
 FC1651.an estimated accuracy of +/- 6 seconds.
 FC1651
 FC1651.The orthometric height was determined by differential leveling
 FC1651.and adjusted by the National Geodetic Survey in June 1991..
 FC1651
 FC1651.The geoid height was determined by GEOID03.
 FC1651
 FC1651.The dynamic height is computed by dividing the NAVD 88
 FC1651.geopotential number by the normal gravity value computed on the
 FC1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1651.degrees latitude (g = 980.6199 gals.).
 FC1651
 FC1651.The modeled gravity was interpolated from observed gravity values.
 FC1651
 FC1651;                    North         East    Units  Estimated Accuracy
 FC1651;SPC TN       -    89,200.      696,910.      MT  (+/- 180 meters Scaled)
 FC1651
 FC1651                          SUPERSEDED SURVEY CONTROL
 FC1651
 FC1651.No superseded survey control is available for this station.
 FC1651
 FC1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD879896(NAD 83)
 FC1651_MARKER: I = METAL ROD
 FC1651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1651_SP_SET: STAINLESS STEEL ROD
 FC1651_STAMPING: M 294 1983
 FC1651_MARK LOGO: NGS   
 FC1651_PROJECTION: FLUSH
 FC1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1651_ROD/PIPE-DEPTH: 4.3  meters
 FC1651
 FC1651  HISTORY     - Date     Condition        Report By
 FC1651  HISTORY     - 1983     MONUMENTED       NGS
 FC1651
 FC1651                          STATION DESCRIPTION
 FC1651
 FC1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1651'5.1 KM (3.2 MI) NE FROM MCDONALD.
 FC1651'5.1 KM (3.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1651'HIGHWAY) FROM THE POST OFFICE IN MCDONALD, ALSO 4.7 KM (2.95 MI)
 FC1651'SOUTHWESTERLY ALONG U.S. HIGHWAY 11 AND 64 FROM THE UNITED CHRISTIAN
 FC1651'CHURCH IN CLEVELAND, 9.88 METERS (32.4 FT) SOUTHEAST OF THE CENTERLINE
 FC1651'OF THE HIGHWAY, 78.63 METERS (258.0 FT) SOUTHWEST OF THE CENTER OF A
 FC1651'PAVED ROAD LEADING SOUTH (BLACK FOX ROAD), 31.60 METERS (103.7 FT)
 FC1651'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CINDERBLOCK BUILDING
 FC1651'OCCUPIED BY STAN CALFEE WELL DRILLING, 27.89 METERS (91.5 FT)
 FC1651'NORTH-NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER, 12.47 METERS
 FC1651'(40.9 FT) EAST OF THE SOUTHWEST EDGE OF THE EAST WINGWALL OF A SMALL
 FC1651'CULVERT UNDER THE HIGHWAY (SLOPE DISTANCE), AND 0.73 METERS (2.4 FT)
 FC1651'SOUTHEAST OF A POWERLINE POLE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1651'THE MARK IS 1.4 METERS  E FROM A WITNESS POST.
 FC1651'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1598 ***********************************************************************
 FC1598  DESIGNATION -  M 295
 FC1598  PID         -  FC1598
 FC1598  STATE/COUNTY-  TN/BLOUNT
 FC1598  USGS QUAD   -  TALLASSEE (1985)
 FC1598
 FC1598                         *CURRENT SURVEY CONTROL
 FC1598  ___________________________________________________________________
 FC1598* NAD 83(1986)-  35 33 03.     (N)    084 01 18.     (W)     SCALED    
 FC1598* NAVD 88     -       271.415  (meters)     890.47   (feet)  ADJUSTED  
 FC1598  ___________________________________________________________________
 FC1598  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FC1598  DYNAMIC HT  -         271.153 (meters)     889.61  (feet)  COMP
 FC1598  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 FC1598
 FC1598  VERT ORDER  -  FIRST     CLASS II
 FC1598
 FC1598.The horizontal coordinates were scaled from a topographic map and have
 FC1598.an estimated accuracy of +/- 6 seconds.
 FC1598
 FC1598.The orthometric height was determined by differential leveling
 FC1598.and adjusted by the National Geodetic Survey in June 1991..
 FC1598
 FC1598.The geoid height was determined by GEOID03.
 FC1598
 FC1598.The dynamic height is computed by dividing the NAVD 88
 FC1598.geopotential number by the normal gravity value computed on the
 FC1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1598.degrees latitude (g = 980.6199 gals.).
 FC1598
 FC1598.The modeled gravity was interpolated from observed gravity values.
 FC1598
 FC1598;                    North         East    Units  Estimated Accuracy
 FC1598;SPC TN       -   136,890.      779,360.      MT  (+/- 180 meters Scaled)
 FC1598
 FC1598                          SUPERSEDED SURVEY CONTROL
 FC1598
 FC1598  NGVD 29 (12/12/91)  271.526  (m)          890.83   (f) ADJUSTED    1 2
 FC1598
 FC1598.Superseded values are not recommended for survey control.
 FC1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1598.See file dsdata.txt to determine how the superseded data were derived.
 FC1598
 FC1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE699382(NAD 83)
 FC1598_MARKER: DB = BENCH MARK DISK
 FC1598_SETTING: 66 = SET IN ROCK OUTCROP
 FC1598_SP_SET: ROCK OUTCROP
 FC1598_STAMPING: M 295 1983
 FC1598_MARK LOGO: NGS   
 FC1598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1598+STABILITY: POSITION/ELEVATION WELL
 FC1598
 FC1598  HISTORY     - Date     Condition        Report By
 FC1598  HISTORY     - 1983     MONUMENTED       NGS
 FC1598
 FC1598                          STATION DESCRIPTION
 FC1598
 FC1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1598'4.75 KM (2.95 MI) EAST FROM TALLASSEE.
 FC1598'4.75 KM (2.95 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FC1598'TALLASSEE TO THE MARK ON THE LEFT, 8.84 METERS 29.0 FT) NORTH OF THE
 FC1598'CENTERLINE OF THE HIGHWAY, 34.44 METERS (113.0 FT) WEST OF TELEPHONE
 FC1598'JUNCTION BOX SS.
 FC1598'THE MARK IS 0.20 METERS  W FROM A WITNESS POST.
 FC1598'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2124 ***********************************************************************
 FE2124  DESIGNATION -  M 297
 FE2124  PID         -  FE2124
 FE2124  STATE/COUNTY-  TN/MCNAIRY
 FE2124  USGS QUAD   -  CHEWALLA (1983)
 FE2124
 FE2124                         *CURRENT SURVEY CONTROL
 FE2124  ___________________________________________________________________
 FE2124* NAD 83(1986)-  35 04 00.     (N)    088 39 41.     (W)     SCALED    
 FE2124* NAVD 88     -       120.912  (meters)     396.69   (feet)  ADJUSTED  
 FE2124  ___________________________________________________________________
 FE2124  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2124  DYNAMIC HT  -         120.797 (meters)     396.31  (feet)  COMP
 FE2124  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 FE2124
 FE2124  VERT ORDER  -  FIRST     CLASS II
 FE2124
 FE2124.The horizontal coordinates were scaled from a topographic map and have
 FE2124.an estimated accuracy of +/- 6 seconds.
 FE2124
 FE2124.The orthometric height was determined by differential leveling
 FE2124.and adjusted by the National Geodetic Survey in June 1991..
 FE2124
 FE2124.The geoid height was determined by GEOID03.
 FE2124
 FE2124.The dynamic height is computed by dividing the NAVD 88
 FE2124.geopotential number by the normal gravity value computed on the
 FE2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2124.degrees latitude (g = 980.6199 gals.).
 FE2124
 FE2124.The modeled gravity was interpolated from observed gravity values.
 FE2124
 FE2124;                    North         East    Units  Estimated Accuracy
 FE2124;SPC TN       -    84,670.      357,270.      MT  (+/- 180 meters Scaled)
 FE2124
 FE2124                          SUPERSEDED SURVEY CONTROL
 FE2124
 FE2124.No superseded survey control is available for this station.
 FE2124
 FE2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD485816(NAD 83)
 FE2124_MARKER: I = METAL ROD
 FE2124_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2124_SP_SET: STAINLESS STEEL ROD
 FE2124_STAMPING: M 297 1983
 FE2124_MARK LOGO: NGS   
 FE2124_PROJECTION: FLUSH
 FE2124_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2124_ROD/PIPE-DEPTH: 9.75 meters
 FE2124
 FE2124  HISTORY     - Date     Condition        Report By
 FE2124  HISTORY     - 1983     MONUMENTED       NGS
 FE2124  HISTORY     - 19970430 SEE DESCRIPTION  USE
 FE2124
 FE2124                          STATION DESCRIPTION
 FE2124
 FE2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2124'3.7 KM (2.3 MI) WEST FROM RAMER.
 FE2124'3.7 KM (2.3 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2124'RAMER, TO THE MARK ON THE RIGHT, 21.06 METERS (69.1 FT) NORTH OF THE
 FE2124'CENTERLINE OF THE HIGHWAY, 17.68 METERS (58.0 FT) EAST OF THE
 FE2124'APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A BRICK HOUSE,
 FE2124'14.78 METERS (48.5 FT) NORTHEAST OF A 2 FOOT DIAMETER CONCRETE
 FE2124'CULVERT, AND 9.02 METERS (29.6 FT) WEST OF A LARGE OAK TREE.
 FE2124'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2124'THE MARK IS 0.61 M BELOW HIGHWAY.
 FE2124
 FE2124                          STATION RECOVERY (1997)
 FE2124
 FE2124'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2124'FOUND ACCESS COVER.  DUG UP AND SEARCHED FOR ROD BUT COULD NOT FIND
 FE2124'ALL REFERENCES.  STILL INTACT.  A DITCH HAS BEEN DUG IN VICINITY OF
 FE2124'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2150 ***********************************************************************
 FE2150  DESIGNATION -  M 298
 FE2150  PID         -  FE2150
 FE2150  STATE/COUNTY-  TN/HARDEMAN
 FE2150  USGS QUAD   -  SAULSBURY (1981)
 FE2150
 FE2150                         *CURRENT SURVEY CONTROL
 FE2150  ___________________________________________________________________
 FE2150* NAD 83(1986)-  35 03 03.     (N)    089 03 43.     (W)     SCALED    
 FE2150* NAVD 88     -       173.394  (meters)     568.88   (feet)  ADJUSTED  
 FE2150  ___________________________________________________________________
 FE2150  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE2150  DYNAMIC HT  -         173.229 (meters)     568.34  (feet)  COMP
 FE2150  MODELED GRAV-     979,681.0   (mgal)                       NAVD 88
 FE2150
 FE2150  VERT ORDER  -  FIRST     CLASS II
 FE2150
 FE2150.The horizontal coordinates were scaled from a topographic map and have
 FE2150.an estimated accuracy of +/- 6 seconds.
 FE2150
 FE2150.The orthometric height was determined by differential leveling
 FE2150.and adjusted by the National Geodetic Survey in June 1991..
 FE2150
 FE2150.The geoid height was determined by GEOID03.
 FE2150
 FE2150.The dynamic height is computed by dividing the NAVD 88
 FE2150.geopotential number by the normal gravity value computed on the
 FE2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2150.degrees latitude (g = 980.6199 gals.).
 FE2150
 FE2150.The modeled gravity was interpolated from observed gravity values.
 FE2150
 FE2150;                    North         East    Units  Estimated Accuracy
 FE2150;SPC TN       -    83,980.      320,690.      MT  (+/- 180 meters Scaled)
 FE2150
 FE2150                          SUPERSEDED SURVEY CONTROL
 FE2150
 FE2150.No superseded survey control is available for this station.
 FE2150
 FE2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD119806(NAD 83)
 FE2150_MARKER: I = METAL ROD
 FE2150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2150_SP_SET: STAINLESS STEEL ROD
 FE2150_STAMPING: M 298 1983
 FE2150_MARK LOGO: NGS   
 FE2150_PROJECTION: FLUSH
 FE2150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2150+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE2150_ROD/PIPE-DEPTH: 6.70 meters
 FE2150
 FE2150  HISTORY     - Date     Condition        Report By
 FE2150  HISTORY     - 1983     MONUMENTED       NGS
 FE2150  HISTORY     - 20020923 GOOD             USACE
 FE2150  HISTORY     - 20040712 GOOD             USPSQD
 FE2150
 FE2150                          STATION DESCRIPTION
 FE2150
 FE2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2150'3.0 KM (1.8 MI) EAST FROM SAULSBURY.
 FE2150'3.0 KM (1.8 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2150'SAULSBURY, TO AN ELECTRICAL SUB-STATION AND THE MARK ON THE LEFT,
 FE2150'14.48 METERS (47.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FE2150'18.38 METERS (60.3 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 FE2150'CHAIN LINK FENCE AROUND THE SUB-STATION, 12.37 METERS (40.6 FT)
 FE2150'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE,
 FE2150'8.32 METERS (27.3 FT) NORTH-NORTHEAST OF A CONCRETE CULVERT UNDER THE
 FE2150'ENTRANCE TO THE SUB-STATION, 1.80 METERS (5.9 FT) WEST OF THE MIDDLE
 FE2150'ONE OF THREE POWERLINE POLES, AND 1.71 METERS (5.6 FT) EAST OF THE
 FE2150'WESTERNMOST ONE OF THREE POWERLINE POLES WITH TRANSFORMERS.
 FE2150'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2150'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2150
 FE2150                          STATION RECOVERY (2002)
 FE2150
 FE2150'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2150'RECOVERED IN GOOD CONDITION.
 FE2150
 FE2150                          STATION RECOVERY (2004)
 FE2150
 FE2150'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2177 ***********************************************************************
 FE2177  DESIGNATION -  M 299
 FE2177  PID         -  FE2177
 FE2177  STATE/COUNTY-  TN/FAYETTE
 FE2177  USGS QUAD   -  ROSSVILLE (1981)
 FE2177
 FE2177                         *CURRENT SURVEY CONTROL
 FE2177  ___________________________________________________________________
 FE2177* NAD 83(1986)-  35 02 36.     (N)    089 34 29.     (W)     SCALED    
 FE2177* NAVD 88     -        97.041  (meters)     318.38   (feet)  ADJUSTED  
 FE2177  ___________________________________________________________________
 FE2177  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FE2177  DYNAMIC HT  -          96.951 (meters)     318.08  (feet)  COMP
 FE2177  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 FE2177
 FE2177  VERT ORDER  -  FIRST     CLASS II
 FE2177
 FE2177.The horizontal coordinates were scaled from a topographic map and have
 FE2177.an estimated accuracy of +/- 6 seconds.
 FE2177
 FE2177.The orthometric height was determined by differential leveling
 FE2177.and adjusted by the National Geodetic Survey in June 1991..
 FE2177
 FE2177.The geoid height was determined by GEOID03.
 FE2177
 FE2177.The dynamic height is computed by dividing the NAVD 88
 FE2177.geopotential number by the normal gravity value computed on the
 FE2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2177.degrees latitude (g = 980.6199 gals.).
 FE2177
 FE2177.The modeled gravity was interpolated from observed gravity values.
 FE2177
 FE2177;                    North         East    Units  Estimated Accuracy
 FE2177;SPC TN       -    84,730.      273,900.      MT  (+/- 180 meters Scaled)
 FE2177
 FE2177                          SUPERSEDED SURVEY CONTROL
 FE2177
 FE2177.No superseded survey control is available for this station.
 FE2177
 FE2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD651808(NAD 83)
 FE2177_MARKER: I = METAL ROD
 FE2177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2177_SP_SET: STAINLESS STEEL ROD
 FE2177_STAMPING: M 299 1983
 FE2177_MARK LOGO: NGS   
 FE2177_PROJECTION: RECESSED 6 CENTIMETERS
 FE2177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2177+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE2177_ROD/PIPE-DEPTH: 14.6 meters
 FE2177
 FE2177  HISTORY     - Date     Condition        Report By
 FE2177  HISTORY     - 1983     MONUMENTED       NGS
 FE2177  HISTORY     - 20021001 GOOD             USACE
 FE2177
 FE2177                          STATION DESCRIPTION
 FE2177
 FE2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2177'3.4 KM (2.15 MI) WEST FROM ROSSVILLE.
 FE2177'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2177'ROSSVILLE, THENCE 2.9 KM (1.8 MI) WEST ALONG STATE HIGHWAY 57 TO THE
 FE2177'INTERSECTION OF NEVILLE-STEVENS LANE AND THE MARK ON THE RIGHT,
 FE2177'15.51 METERS (50.9 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 57,
 FE2177'29.63 METERS (97.2 FT) NORTHWEST OF THE CENTER OF A 10 FEET DIAMETER
 FE2177'CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND 0.73 METER (2.4 FT) SOUTH
 FE2177'OF A POWERLINE POLE.
 FE2177'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2177'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2177
 FE2177                          STATION RECOVERY (2002)
 FE2177
 FE2177'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2177'MARK IS 1.5 FT S OF A POWERPOLE AND 1.0 FT S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1363 ***********************************************************************
 FD1363  DESIGNATION -  M 301
 FD1363  PID         -  FD1363
 FD1363  STATE/COUNTY-  TN/LAWRENCE
 FD1363  USGS QUAD   -  LAWRENCEBURG (1988)
 FD1363
 FD1363                         *CURRENT SURVEY CONTROL
 FD1363  ___________________________________________________________________
 FD1363* NAD 83(1986)-  35 11 15.     (N)    087 20 23.     (W)     SCALED    
 FD1363* NAVD 88     -       291.666  (meters)     956.91   (feet)  ADJUSTED  
 FD1363  ___________________________________________________________________
 FD1363  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FD1363  DYNAMIC HT  -         291.387 (meters)     955.99  (feet)  COMP
 FD1363  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 FD1363
 FD1363  VERT ORDER  -  FIRST     CLASS II
 FD1363
 FD1363.The horizontal coordinates were scaled from a topographic map and have
 FD1363.an estimated accuracy of +/- 6 seconds.
 FD1363
 FD1363.The orthometric height was determined by differential leveling
 FD1363.and adjusted by the National Geodetic Survey in June 1991..
 FD1363
 FD1363.The geoid height was determined by GEOID03.
 FD1363
 FD1363.The dynamic height is computed by dividing the NAVD 88
 FD1363.geopotential number by the normal gravity value computed on the
 FD1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1363.degrees latitude (g = 980.6199 gals.).
 FD1363
 FD1363.The modeled gravity was interpolated from observed gravity values.
 FD1363
 FD1363;                    North         East    Units  Estimated Accuracy
 FD1363;SPC TN       -    95,610.      477,980.      MT  (+/- 180 meters Scaled)
 FD1363
 FD1363                          SUPERSEDED SURVEY CONTROL
 FD1363
 FD1363.No superseded survey control is available for this station.
 FD1363
 FD1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD690938(NAD 83)
 FD1363_MARKER: I = METAL ROD
 FD1363_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1363+WITH SETTING: INFORMATION.
 FD1363_SP_SET: SHALLOW SET METAL ROD
 FD1363_STAMPING: M 301 1984
 FD1363_MARK LOGO: NGS   
 FD1363_PROJECTION: FLUSH
 FD1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1363_ROD/PIPE-DEPTH: 2.44 meters
 FD1363
 FD1363  HISTORY     - Date     Condition        Report By
 FD1363  HISTORY     - 1984     MONUMENTED       NGS
 FD1363
 FD1363                          STATION DESCRIPTION
 FD1363
 FD1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1363'3.4 KM (2.1 MI) NORTH FROM LEOMA.
 FD1363'3.4 KM (2.1 MI) NORTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE IN
 FD1363'LEOMA TO AN EAST-WEST DIRT ROAD AND THE MARK ON THE LEFT, ALSO 0.2 KM
 FD1363'(0.1 MI) SOUTH ALONG MILITARY AVENUE FROM THE POST OFFICE IN
 FD1363'LAWRENCEBURG, THENCE 0.3 KM (0.2 MI) EAST ALONG GAINES STREET, THENCE
 FD1363'5.9 KM (337 MI) SOUTH ALONG U.S. HIGHWAY 43 TO THE MARK ON THE RIGHT,
 FD1363'19.93 METERS (65.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FD1363'27.00 METERS (88.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A ONE
 FD1363'LEVEL TAN BRICK HOUSE, 8.66 METERS (28.4 FT) NORTH-NORTHWEST OF A
 FD1363'CONCRETE BOX CULVERT, 2.71 METERS (8.9 FT) SOUTH OF A GUY WIRE ANCHOR
 FD1363'FOR A POWERLINE POLE, AND 0.88 METERS (2.9 FT) NORTH OF A POWERLINE
 FD1363'POLE WITH A GUY WIRE.
 FD1363'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 FD1363'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1395 ***********************************************************************
 FD1395  DESIGNATION -  M 302
 FD1395  PID         -  FD1395
 FD1395  STATE/COUNTY-  TN/WILLIAMSON
 FD1395  USGS QUAD   -  SPRING HILL (1979)
 FD1395
 FD1395                         *CURRENT SURVEY CONTROL
 FD1395  ___________________________________________________________________
 FD1395* NAD 83(1986)-  35 51 56.     (N)    086 53 01.     (W)     SCALED    
 FD1395* NAVD 88     -       234.179  (meters)     768.30   (feet)  ADJUSTED  
 FD1395  ___________________________________________________________________
 FD1395  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FD1395  DYNAMIC HT  -         233.973 (meters)     767.63  (feet)  COMP
 FD1395  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 FD1395
 FD1395  VERT ORDER  -  FIRST     CLASS II
 FD1395
 FD1395.The horizontal coordinates were scaled from a topographic map and have
 FD1395.an estimated accuracy of +/- 6 seconds.
 FD1395
 FD1395.The orthometric height was determined by differential leveling
 FD1395.and adjusted by the National Geodetic Survey in June 1991..
 FD1395
 FD1395.The geoid height was determined by GEOID03.
 FD1395
 FD1395.The dynamic height is computed by dividing the NAVD 88
 FD1395.geopotential number by the normal gravity value computed on the
 FD1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1395.degrees latitude (g = 980.6199 gals.).
 FD1395
 FD1395.The modeled gravity was interpolated from observed gravity values.
 FD1395
 FD1395;                    North         East    Units  Estimated Accuracy
 FD1395;SPC TN       -   170,360.      520,200.      MT  (+/- 180 meters Scaled)
 FD1395
 FD1395                          SUPERSEDED SURVEY CONTROL
 FD1395
 FD1395.No superseded survey control is available for this station.
 FD1395
 FD1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE105690(NAD 83)
 FD1395_MARKER: I = METAL ROD
 FD1395_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1395+WITH SETTING: INFORMATION.
 FD1395_SP_SET: SHALLOW SET METAL ROD
 FD1395_STAMPING: M 302 1984
 FD1395_MARK LOGO: NGS   
 FD1395_PROJECTION: RECESSED 4 CENTIMETERS
 FD1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1395_ROD/PIPE-DEPTH: 2.59 meters
 FD1395
 FD1395  HISTORY     - Date     Condition        Report By
 FD1395  HISTORY     - 1984     MONUMENTED       NGS
 FD1395
 FD1395                          STATION DESCRIPTION
 FD1395
 FD1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1395'6.8 KM (4.2 MI) SOUTH FROM FRANKLIN.
 FD1395'6.8 KM (4.2 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1395'FRANKLIN, SET BY THE NORTH ROCK PILLAR SUPPORTING A LARGE ARCH SIGN AT
 FD1395'THE ENTRANCE TO THE CONFEDERATE VALLEY RANCH, 15.39 METERS (50.5 FT)
 FD1395'EAST OF THE CENTERLINE OF THE HIGHWAY, 4.08 METERS (13.4 FT) NORTH OF
 FD1395'THE CENTER OF TWO METAL GATES AND A METAL CATTLE GUARD, 0.48 METERS
 FD1395'(1.6 FT) WEST OF STONE PILLAR, AND 1.82 METERS (6.0 FT)
 FD1395'SOUTH-SOUTHWEST OF A WOOD FENCE CORNER.
 FD1395'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2029 ***********************************************************************
 GC2029  DESIGNATION -  M 303
 GC2029  PID         -  GC2029
 GC2029  STATE/COUNTY-  TN/MONTGOMERY
 GC2029  USGS QUAD   -  CLARKSVILLE (1984)
 GC2029
 GC2029                         *CURRENT SURVEY CONTROL
 GC2029  ___________________________________________________________________
 GC2029* NAD 83(1986)-  36 36 19.     (N)    087 16 31.     (W)     SCALED    
 GC2029* NAVD 88     -       162.607  (meters)     533.49   (feet)  ADJUSTED  
 GC2029  ___________________________________________________________________
 GC2029  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GC2029  DYNAMIC HT  -         162.474 (meters)     533.05  (feet)  COMP
 GC2029  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 GC2029
 GC2029  VERT ORDER  -  FIRST     CLASS II
 GC2029
 GC2029.The horizontal coordinates were scaled from a topographic map and have
 GC2029.an estimated accuracy of +/- 6 seconds.
 GC2029
 GC2029.The orthometric height was determined by differential leveling
 GC2029.and adjusted by the National Geodetic Survey in June 1991..
 GC2029
 GC2029.The geoid height was determined by GEOID03.
 GC2029
 GC2029.The dynamic height is computed by dividing the NAVD 88
 GC2029.geopotential number by the normal gravity value computed on the
 GC2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2029.degrees latitude (g = 980.6199 gals.).
 GC2029
 GC2029.The modeled gravity was interpolated from observed gravity values.
 GC2029
 GC2029;                    North         East    Units  Estimated Accuracy
 GC2029;SPC TN       -   252,820.      485,900.      MT  (+/- 180 meters Scaled)
 GC2029
 GC2029                          SUPERSEDED SURVEY CONTROL
 GC2029
 GC2029.No superseded survey control is available for this station.
 GC2029
 GC2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF753511(NAD 83)
 GC2029_MARKER: I = METAL ROD
 GC2029_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GC2029_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GC2029_STAMPING: M 303 1984
 GC2029_MARK LOGO: NGS   
 GC2029_PROJECTION: RECESSED 3 CENTIMETERS
 GC2029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2029+STABILITY: POSITION/ELEVATION WELL
 GC2029_ROD/PIPE-DEPTH: 12.8 meters
 GC2029_SLEEVE-DEPTH  : 6.09 meters
 GC2029
 GC2029  HISTORY     - Date     Condition        Report By
 GC2029  HISTORY     - 1984     MONUMENTED       NGS
 GC2029
 GC2029                          STATION DESCRIPTION
 GC2029
 GC2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2029'5.8 KM (3.6 MI) NE FROM ST BETHLEHEM.
 GC2029'5.8 KM (3.6 MI) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE
 GC2029'IN ST. BETHLEHEM TO THE MARK SET IN THE LAWN AND 0.58 METERS (1.9 FT)
 GC2029'NORTHWEST OF THE NORTHWEST CORNER OF THE OAKLAND CHURCH OF CHRIST
 GC2029'BUILDING, ABOUT 45.72 METERS (150.0 FT) SOUTHEAST OF A LARGE CEMETERY,
 GC2029'49.98 METERS (164.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GC2029'42.97 METERS (141.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2029'MARION AND LUCY PRICE HALEEYS TOMBSTONE, AND 5.12 METERS (16.8 FT)
 GC2029'NORTH-NORTHEAST OF THE CENTER OF THE TWO DOORS AT THE MAIN ENTRANCE OF
 GC2029'THE CHURCH.
 GC2029'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1983 ***********************************************************************
 GC1983  DESIGNATION -  M 304
 GC1983  PID         -  GC1983
 GC1983  STATE/COUNTY-  TN/CHEATHAM
 GC1983  USGS QUAD   -  ASHLAND CITY (1987)
 GC1983
 GC1983                         *CURRENT SURVEY CONTROL
 GC1983  ___________________________________________________________________
 GC1983* NAD 83(1986)-  36 16 03.     (N)    087 03 31.     (W)     SCALED    
 GC1983* NAVD 88     -       133.617  (meters)     438.38   (feet)  ADJUSTED  
 GC1983  ___________________________________________________________________
 GC1983  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC1983  DYNAMIC HT  -         133.504 (meters)     438.00  (feet)  COMP
 GC1983  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 GC1983
 GC1983  VERT ORDER  -  FIRST     CLASS II
 GC1983
 GC1983.The horizontal coordinates were scaled from a topographic map and have
 GC1983.an estimated accuracy of +/- 6 seconds.
 GC1983
 GC1983.The orthometric height was determined by differential leveling
 GC1983.and adjusted by the National Geodetic Survey in June 1991..
 GC1983
 GC1983.The geoid height was determined by GEOID03.
 GC1983
 GC1983.The dynamic height is computed by dividing the NAVD 88
 GC1983.geopotential number by the normal gravity value computed on the
 GC1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1983.degrees latitude (g = 980.6199 gals.).
 GC1983
 GC1983.The modeled gravity was interpolated from observed gravity values.
 GC1983
 GC1983;                    North         East    Units  Estimated Accuracy
 GC1983;SPC TN       -   215,110.      504,880.      MT  (+/- 180 meters Scaled)
 GC1983
 GC1983                          SUPERSEDED SURVEY CONTROL
 GC1983
 GC1983.No superseded survey control is available for this station.
 GC1983
 GC1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF947136(NAD 83)
 GC1983_MARKER: I = METAL ROD
 GC1983_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1983_SP_SET: STAINLESS STEEL ROD
 GC1983_STAMPING: M 304 1984
 GC1983_MARK LOGO: NGS   
 GC1983_PROJECTION: FLUSH
 GC1983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1983_ROD/PIPE-DEPTH: 3.05 meters
 GC1983
 GC1983  HISTORY     - Date     Condition        Report By
 GC1983  HISTORY     - 1984     MONUMENTED       NGS
 GC1983
 GC1983                          STATION DESCRIPTION
 GC1983
 GC1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1983'IN ASHLAND CITY.
 GC1983'IN ASHLAND CITY, AT THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 GC1983'HIGHWAY 12 AND FOREST STREET, 0.9 KM (0.55 MI) SOUTHEAST ALONG STATE
 GC1983'HIGHWAY 12 FROM THE COUNTY COURTHOUSE, 12.10 METERS (39.7 FT) EAST OF
 GC1983'THE THE CENTERLINE OF THE HIGHWAY, 15.21 METERS (49.9 FT)
 GC1983'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE BRICK BUILDING (AT
 GC1983'PRESENT THE UNITED CITIZENS BANK), 8.44 METERS (27.7 FT) NORTH OF THE
 GC1983'APPROXIMATE CENTER OF THE SOUTH ENTRANCE DRIVE TO THE BANK,
 GC1983'6.71 METERS (22.0 FT) NORTHEAST OF A BOX CULVERT UNDER THE SOUTH
 GC1983'ENTRANCE DRIVE TO THE BANK, AND 1.68 METERS (5.5 FT) SOUTH OF THE WEST
 GC1983'END OF THE BRICK BASE OF A UNITED CITIZENS BANK SIGN.
 GC1983'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2010 ***********************************************************************
 GC2010  DESIGNATION -  M 305
 GC2010  PID         -  GC2010
 GC2010  STATE/COUNTY-  TN/MONTGOMERY
 GC2010  USGS QUAD   -  EXCELL (1983)
 GC2010
 GC2010                         *CURRENT SURVEY CONTROL
 GC2010  ___________________________________________________________________
 GC2010* NAD 83(1986)-  36 28 54.     (N)    087 15 11.     (W)     SCALED    
 GC2010* NAVD 88     -       154.900  (meters)     508.20   (feet)  ADJUSTED  
 GC2010  ___________________________________________________________________
 GC2010  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GC2010  DYNAMIC HT  -         154.771 (meters)     507.78  (feet)  COMP
 GC2010  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 GC2010
 GC2010  VERT ORDER  -  FIRST     CLASS II
 GC2010
 GC2010.The horizontal coordinates were scaled from a topographic map and have
 GC2010.an estimated accuracy of +/- 6 seconds.
 GC2010
 GC2010.The orthometric height was determined by differential leveling
 GC2010.and adjusted by the National Geodetic Survey in June 1991..
 GC2010
 GC2010.The geoid height was determined by GEOID03.
 GC2010
 GC2010.The dynamic height is computed by dividing the NAVD 88
 GC2010.geopotential number by the normal gravity value computed on the
 GC2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2010.degrees latitude (g = 980.6199 gals.).
 GC2010
 GC2010.The modeled gravity was interpolated from observed gravity values.
 GC2010
 GC2010;                    North         East    Units  Estimated Accuracy
 GC2010;SPC TN       -   239,080.      487,710.      MT  (+/- 180 meters Scaled)
 GC2010
 GC2010                          SUPERSEDED SURVEY CONTROL
 GC2010
 GC2010.No superseded survey control is available for this station.
 GC2010
 GC2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF773374(NAD 83)
 GC2010_MARKER: DB = BENCH MARK DISK
 GC2010_SETTING: 66 = SET IN ROCK OUTCROP
 GC2010_SP_SET: ROCK OUTCROP
 GC2010_STAMPING: M 305 1984
 GC2010_MARK LOGO: NGS   
 GC2010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC2010+STABILITY: POSITION/ELEVATION WELL
 GC2010
 GC2010  HISTORY     - Date     Condition        Report By
 GC2010  HISTORY     - 1984     MONUMENTED       NGS
 GC2010
 GC2010                          STATION DESCRIPTION
 GC2010
 GC2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2010'20.5 KM (12.8 MI) NW FROM CHEAP HILL.
 GC2010'20.5 KM (12.75 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2010'OFFICE IN CHEAP HILL TO A 20.0 FOOT HIGH EMBANKMENT AND ROCK LEDGE ON
 GC2010'THE LEFT AND THE MARK ON THE LEFT, 8.62 METERS (28.3 FT) SOUTHWEST OF
 GC2010'THE CENTERLINE OF THE HIGHWAY, 0.43 METERS (1.4 FT) SOUTHWEST OF THE
 GC2010'NORTHEAST EDGE OF THE ROCK LEDGE, AND 0.30 METERS (1.0 FT) ABOVE THE
 GC2010'GROUND.
 GC2010'THE MARK IS 0.85 METERS  SE FROM A WITNESS POST.
 GC2010'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2928 ***********************************************************************
 AJ2928  DESIGNATION -  M 307
 AJ2928  PID         -  AJ2928
 AJ2928  STATE/COUNTY-  TN/TROUSDALE
 AJ2928  USGS QUAD   -  HARTSVILLE (1994)
 AJ2928
 AJ2928                         *CURRENT SURVEY CONTROL
 AJ2928  ___________________________________________________________________
 AJ2928* NAD 83(1986)-  36 24 15.     (N)    086 11 52.     (W)     SCALED    
 AJ2928* NAVD 88     -       193.097  (meters)     633.52   (feet)  ADJUSTED  
 AJ2928  ___________________________________________________________________
 AJ2928  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AJ2928  DYNAMIC HT  -         192.939 (meters)     633.00  (feet)  COMP
 AJ2928  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 AJ2928
 AJ2928  VERT ORDER  -  SECOND    CLASS I
 AJ2928
 AJ2928.The horizontal coordinates were scaled from a topographic map and have
 AJ2928.an estimated accuracy of +/- 6 seconds.
 AJ2928
 AJ2928.The orthometric height was determined by differential leveling
 AJ2928.and adjusted by the National Geodetic Survey in July 2002..
 AJ2928.No vertical observational check was made to the station.
 AJ2928
 AJ2928.The geoid height was determined by GEOID03.
 AJ2928
 AJ2928.The dynamic height is computed by dividing the NAVD 88
 AJ2928.geopotential number by the normal gravity value computed on the
 AJ2928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2928.degrees latitude (g = 980.6199 gals.).
 AJ2928
 AJ2928.The modeled gravity was interpolated from observed gravity values.
 AJ2928
 AJ2928;                    North         East    Units  Estimated Accuracy
 AJ2928;SPC TN       -   229,780.      582,260.      MT  (+/- 180 meters Scaled)
 AJ2928
 AJ2928                          SUPERSEDED SURVEY CONTROL
 AJ2928
 AJ2928.No superseded survey control is available for this station.
 AJ2928
 AJ2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF719290(NAD 83)
 AJ2928_MARKER: DV = VERTICAL CONTROL DISK
 AJ2928_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2928_STAMPING: M 307 2001
 AJ2928_MARK LOGO: NGS   
 AJ2928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2928+STABILITY: POSITION/ELEVATION WELL
 AJ2928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2928+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ2928
 AJ2928  HISTORY     - Date     Condition        Report By
 AJ2928  HISTORY     - 2001     MONUMENTED       NGS
 AJ2928
 AJ2928                          STATION DESCRIPTION
 AJ2928
 AJ2928'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2928'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2928'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2928'HIGHWAY 141), THENCE 3.1KM WESTERLY ALONG STATE HIGHWAY 25, NEAR
 AJ2928'THE EAST END OF A 4 BY 8-FOOT EXPOSED ROCK OUTCROP, 11.3 M
 AJ2928'SOUTHWEST OF A UTILITY POLE, 8.9 M NORTH OF THE HIGHWAY
 AJ2928'CENTERLINE, 6.2 M SOUTH OF A WITNESS POST AND FENCE, AND 0.34 M
 AJ2928'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY
 AJ2928'RIGHT-OF-WAY.
 AJ2928'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1229 ***********************************************************************
 FD1229  DESIGNATION -  M 31
 FD1229  PID         -  FD1229
 FD1229  STATE/COUNTY-  TN/LEWIS
 FD1229  USGS QUAD   -  HOHENWALD (1991)
 FD1229
 FD1229                         *CURRENT SURVEY CONTROL
 FD1229  ___________________________________________________________________
 FD1229* NAD 83(1986)-  35 32 57.     (N)    087 33 36.     (W)     SCALED    
 FD1229* NAVD 88     -       294.889  (meters)     967.48   (feet)  ADJUSTED  
 FD1229  ___________________________________________________________________
 FD1229  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1229  DYNAMIC HT  -         294.615 (meters)     966.58  (feet)  COMP
 FD1229  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FD1229
 FD1229  VERT ORDER  -  FIRST     CLASS II
 FD1229
 FD1229.The horizontal coordinates were scaled from a topographic map and have
 FD1229.an estimated accuracy of +/- 6 seconds.
 FD1229
 FD1229.The orthometric height was determined by differential leveling
 FD1229.and adjusted by the National Geodetic Survey in June 1991..
 FD1229
 FD1229.The geoid height was determined by GEOID03.
 FD1229
 FD1229.The dynamic height is computed by dividing the NAVD 88
 FD1229.geopotential number by the normal gravity value computed on the
 FD1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1229.degrees latitude (g = 980.6199 gals.).
 FD1229
 FD1229.The modeled gravity was interpolated from observed gravity values.
 FD1229
 FD1229;                    North         East    Units  Estimated Accuracy
 FD1229;SPC TN       -   136,020.      458,560.      MT  (+/- 180 meters Scaled)
 FD1229
 FD1229                          SUPERSEDED SURVEY CONTROL
 FD1229
 FD1229  NGVD 29 (??/??/92)  294.865  (m)          967.40   (f) ADJ UNCH    1 2
 FD1229
 FD1229.Superseded values are not recommended for survey control.
 FD1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1229.See file dsdata.txt to determine how the superseded data were derived.
 FD1229
 FD1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE492340(NAD 83)
 FD1229_MARKER: DB = BENCH MARK DISK
 FD1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1229_STAMPING: M 31 1934
 FD1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1229+STABILITY: SURFACE MOTION
 FD1229
 FD1229  HISTORY     - Date     Condition        Report By
 FD1229  HISTORY     - 1934     MONUMENTED       CGS
 FD1229  HISTORY     - 1949     GOOD             NGS
 FD1229  HISTORY     - 1953     GOOD             TVA
 FD1229
 FD1229                          STATION DESCRIPTION
 FD1229
 FD1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1229'0.4 MI W FROM HOHENWALD.
 FD1229'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1229'NATIONAL BANK AT HOHENWALD, AT THE Y JUNCTION OF A ROAD EAST,
 FD1229'27 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 69
 FD1229'FEET SOUTH AND ACROSS THE HIGHWAY FROM THE CENTER LINE OF THE
 FD1229'ROAD EAST, 20 FEET EAST OF THE CENTER LINE OF A DRIVE SOUTH
 FD1229'TO A LARGE HOUSE, 112 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FD1229'THE CONCRETE PORCH TO A LARGE HOUSE, 1 FOOT WEST OF A WHITE
 FD1229'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 FD1229'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- THE
 FD1229'MARK IS 84 FEET EAST OF TELEPHONE POLE, 48 FEET NORTH OF POWER
 FD1229'POLE, AND 15 FEET WEST OF T-DRIVE TO HOUSE.
 FD1229
 FD1229                          STATION RECOVERY (1953)
 FD1229
 FD1229'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0354 ***********************************************************************
 FD0354  DESIGNATION -  M 32
 FD0354  PID         -  FD0354
 FD0354  STATE/COUNTY-  TN/MARSHALL
 FD0354  USGS QUAD   -  LEWISBURG (1981)
 FD0354
 FD0354                         *CURRENT SURVEY CONTROL
 FD0354  ___________________________________________________________________
 FD0354* NAD 83(1986)-  35 28 47.     (N)    086 45 29.     (W)     SCALED    
 FD0354* NAVD 88     -       219.334  (meters)     719.60   (feet)  ADJUSTED  
 FD0354  ___________________________________________________________________
 FD0354  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD0354  DYNAMIC HT  -         219.137 (meters)     718.95  (feet)  COMP
 FD0354  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 FD0354
 FD0354  VERT ORDER  -  SECOND    CLASS 0
 FD0354
 FD0354.The horizontal coordinates were scaled from a topographic map and have
 FD0354.an estimated accuracy of +/- 6 seconds.
 FD0354
 FD0354.The orthometric height was determined by differential leveling
 FD0354.and adjusted by the National Geodetic Survey in June 1991..
 FD0354
 FD0354.The geoid height was determined by GEOID03.
 FD0354
 FD0354.The dynamic height is computed by dividing the NAVD 88
 FD0354.geopotential number by the normal gravity value computed on the
 FD0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0354.degrees latitude (g = 980.6199 gals.).
 FD0354
 FD0354.The modeled gravity was interpolated from observed gravity values.
 FD0354
 FD0354;                    North         East    Units  Estimated Accuracy
 FD0354;SPC TN       -   127,460.      531,210.      MT  (+/- 180 meters Scaled)
 FD0354
 FD0354                          SUPERSEDED SURVEY CONTROL
 FD0354
 FD0354  NGVD 29 (??/??/92)  219.314  (m)          719.53   (f) ADJ UNCH    2 0
 FD0354
 FD0354.Superseded values are not recommended for survey control.
 FD0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0354.See file dsdata.txt to determine how the superseded data were derived.
 FD0354
 FD0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE219262(NAD 83)
 FD0354_MARKER: DB = BENCH MARK DISK
 FD0354_SETTING: 66 = SET IN ROCK OUTCROP
 FD0354_SP_SET: SET IN ROCK OUTCROP
 FD0354_STAMPING: M 32 1934
 FD0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0354+STABILITY: POSITION/ELEVATION WELL
 FD0354
 FD0354  HISTORY     - Date     Condition        Report By
 FD0354  HISTORY     - 1934     MONUMENTED       CGS
 FD0354  HISTORY     - 1934     GOOD             NGS
 FD0354
 FD0354                          STATION DESCRIPTION
 FD0354
 FD0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0354'2.7 MI NE FROM LEWISBURG.
 FD0354'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE COURTHOUSE
 FD0354'AT LEWISBURG, MARSHALL COUNTY, AT THE SUMMIT OF A HILL, 32 FEET
 FD0354'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 50 FEET SOUTHWEST
 FD0354'OF A FENCE CORNER, 2 FEET WEST OF THE FENCE, AND IN THE TOP OF
 FD0354'BEDROCK.  A STANDARD DISK, STAMPED M 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0708 ***********************************************************************
 GA0708  DESIGNATION -  M 32
 GA0708  PID         -  GA0708
 GA0708  STATE/COUNTY-  TN/HAWKINS
 GA0708  USGS QUAD   -  STONY POINT (1971)
 GA0708
 GA0708                         *CURRENT SURVEY CONTROL
 GA0708  ___________________________________________________________________
 GA0708* NAD 83(1986)-  36 29 09.     (N)    082 49 01.     (W)     SCALED    
 GA0708* NAVD 88     -       362.088  (meters)    1187.95   (feet)  ADJUSTED  
 GA0708  ___________________________________________________________________
 GA0708  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0708  DYNAMIC HT  -         361.762 (meters)    1186.88  (feet)  COMP
 GA0708  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA0708
 GA0708  VERT ORDER  -  FIRST     CLASS I
 GA0708
 GA0708.The horizontal coordinates were scaled from a topographic map and have
 GA0708.an estimated accuracy of +/- 6 seconds.
 GA0708
 GA0708.The orthometric height was determined by differential leveling
 GA0708.and adjusted by the National Geodetic Survey in June 1991..
 GA0708
 GA0708.The geoid height was determined by GEOID03.
 GA0708
 GA0708.The dynamic height is computed by dividing the NAVD 88
 GA0708.geopotential number by the normal gravity value computed on the
 GA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0708.degrees latitude (g = 980.6199 gals.).
 GA0708
 GA0708.The modeled gravity was interpolated from observed gravity values.
 GA0708
 GA0708;                    North         East    Units  Estimated Accuracy
 GA0708;SPC TN       -   243,460.      885,180.      MT  (+/- 180 meters Scaled)
 GA0708
 GA0708                          SUPERSEDED SURVEY CONTROL
 GA0708
 GA0708  NGVD 29 (??/??/92)  362.236  (m)         1188.44   (f) ADJ UNCH    1 1
 GA0708
 GA0708.Superseded values are not recommended for survey control.
 GA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0708.See file dsdata.txt to determine how the superseded data were derived.
 GA0708
 GA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA372393(NAD 83)
 GA0708_MARKER: DD = SURVEY DISK
 GA0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0708_SP_SET: BRIDGE
 GA0708_STAMPING: M 32 23 TENN
 GA0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0708
 GA0708  HISTORY     - Date     Condition        Report By
 GA0708  HISTORY     - UNK      MONUMENTED       USGS
 GA0708  HISTORY     - 1967     GOOD             NGS
 GA0708
 GA0708                          STATION DESCRIPTION
 GA0708
 GA0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA0708'2.4 MI NE FROM SURGOINSVILLE.
 GA0708'ABOUT 2.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA0708'RAILROAD FROM THE POST OFFICE AT SURGOINSVILLE, 0.1 MILE
 GA0708'SOUTHWEST OF MILEPOST 61, 4 FEET NORTHWEST OF THE NORTHWEST
 GA0708'RAIL OF THE TRACK, A U.S. GEOLOGICAL SURVEY DISK SET IN THE
 GA0708'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 GA0708'A RAILROAD BRIDGE, 165 FEET SOUTHWEST OF THE CENTER OF A CROSSING
 GA0708'OF THE RAILROAD AND A ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL
 GA0708'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0270 ***********************************************************************
 FD0270  DESIGNATION -  M 33
 FD0270  PID         -  FD0270
 FD0270  STATE/COUNTY-  TN/GILES
 FD0270  USGS QUAD   -  TARPLEY (1982)
 FD0270
 FD0270                         *CURRENT SURVEY CONTROL
 FD0270  ___________________________________________________________________
 FD0270* NAD 83(1986)-  35 11 45.     (N)    086 54 06.     (W)     SCALED    
 FD0270* NAVD 88     -       247.529  (meters)     812.10   (feet)  ADJUSTED  
 FD0270  ___________________________________________________________________
 FD0270  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0270  DYNAMIC HT  -         247.298 (meters)     811.34  (feet)  COMP
 FD0270  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FD0270
 FD0270  VERT ORDER  -  SECOND    CLASS 0
 FD0270
 FD0270.The horizontal coordinates were scaled from a topographic map and have
 FD0270.an estimated accuracy of +/- 6 seconds.
 FD0270
 FD0270.The orthometric height was determined by differential leveling
 FD0270.and adjusted by the National Geodetic Survey in June 1991..
 FD0270
 FD0270.The geoid height was determined by GEOID03.
 FD0270
 FD0270.The dynamic height is computed by dividing the NAVD 88
 FD0270.geopotential number by the normal gravity value computed on the
 FD0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0270.degrees latitude (g = 980.6199 gals.).
 FD0270
 FD0270.The modeled gravity was interpolated from observed gravity values.
 FD0270
 FD0270;                    North         East    Units  Estimated Accuracy
 FD0270;SPC TN       -    96,070.      517,890.      MT  (+/- 180 meters Scaled)
 FD0270
 FD0270                          SUPERSEDED SURVEY CONTROL
 FD0270
 FD0270  NGVD 29 (??/??/92)  247.500  (m)          812.01   (f) ADJ UNCH    2 0
 FD0270
 FD0270.Superseded values are not recommended for survey control.
 FD0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0270.See file dsdata.txt to determine how the superseded data were derived.
 FD0270
 FD0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED089947(NAD 83)
 FD0270_MARKER: DB = BENCH MARK DISK
 FD0270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD0270_SP_SET: WINGWALL
 FD0270_STAMPING: M 33 1934
 FD0270_MARK LOGO: CGS   
 FD0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0270+STABILITY: SURFACE MOTION
 FD0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0270+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1987
 FD0270
 FD0270  HISTORY     - Date     Condition        Report By
 FD0270  HISTORY     - 1934     MONUMENTED       CGS
 FD0270  HISTORY     - 1960     GOOD             NGS
 FD0270  HISTORY     - 19870706 GOOD             LOCENG
 FD0270
 FD0270                          STATION DESCRIPTION
 FD0270
 FD0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0270'5.4 MI NW FROM BUNKER HILL.
 FD0270'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0270'FOR 4.4 MILES, THEN 1.05 MILE WEST ON U.S. HIGHWAY 64 TO A
 FD0270'CONCRETE BRIDGE OVER A CREEK.  THE BENCH MARK IS 100 YARDS
 FD0270'SOUTH OF A FARM HOUSE.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FD0270'THE TOP OF THE SOUTHWEST CONCRETE WINGWALL OF THE BRIDGE.
 FD0270
 FD0270                          STATION RECOVERY (1987)
 FD0270
 FD0270'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 FD0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1283 ***********************************************************************
 GA1283  DESIGNATION -  M 33 23
 GA1283  PID         -  GA1283
 GA1283  STATE/COUNTY-  TN/HAWKINS
 GA1283  USGS QUAD   -  PLUM GROVE (1991)
 GA1283
 GA1283                         *CURRENT SURVEY CONTROL
 GA1283  ___________________________________________________________________
 GA1283* NAD 83(1986)-  36 30 26.     (N)    082 46 00.     (W)     SCALED    
 GA1283* NAVD 88     -       368.189  (meters)    1207.97   (feet)  ADJUSTED  
 GA1283  ___________________________________________________________________
 GA1283  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1283  DYNAMIC HT  -         367.859 (meters)    1206.88  (feet)  COMP
 GA1283  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GA1283
 GA1283  VERT ORDER  -  FIRST     CLASS I
 GA1283
 GA1283.The horizontal coordinates were scaled from a topographic map and have
 GA1283.an estimated accuracy of +/- 6 seconds.
 GA1283
 GA1283.The orthometric height was determined by differential leveling
 GA1283.and adjusted by the National Geodetic Survey in June 1991..
 GA1283
 GA1283.The geoid height was determined by GEOID03.
 GA1283
 GA1283.The dynamic height is computed by dividing the NAVD 88
 GA1283.geopotential number by the normal gravity value computed on the
 GA1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1283.degrees latitude (g = 980.6199 gals.).
 GA1283
 GA1283.The modeled gravity was interpolated from observed gravity values.
 GA1283
 GA1283;                    North         East    Units  Estimated Accuracy
 GA1283;SPC TN       -   245,980.      889,600.      MT  (+/- 180 meters Scaled)
 GA1283
 GA1283                          SUPERSEDED SURVEY CONTROL
 GA1283
 GA1283  NGVD 29 (??/??/92)  368.336  (m)         1208.45   (f) ADJ UNCH    1 1
 GA1283
 GA1283.Superseded values are not recommended for survey control.
 GA1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1283.See file dsdata.txt to determine how the superseded data were derived.
 GA1283
 GA1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA417416(NAD 83)
 GA1283_MARKER: DD = SURVEY DISK
 GA1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1283_SP_SET: BRIDGE
 GA1283_STAMPING: M 33 23 TENN
 GA1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1283
 GA1283  HISTORY     - Date     Condition        Report By
 GA1283  HISTORY     - UNK      MONUMENTED       USGS
 GA1283  HISTORY     - 1967     GOOD             NGS
 GA1283  HISTORY     - 20040217 MARK NOT FOUND   GEOCAC
 GA1283
 GA1283                          STATION DESCRIPTION
 GA1283
 GA1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1283'3.8 MI W FROM CHURCH HILL.
 GA1283'ABOUT 3.75 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1283'FROM THE STATION AT CHURCH HILL, 0.3 MILE NORTHEAST OF MILEPOST
 GA1283'58, 0.2 MILE SOUTHWEST OF THE CROSSING OF THE RAILROAD AND A
 GA1283'PRIVATE ROAD, 8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA1283'TRACK, SET IN THE TOP OF THE EAST CORNER OF A 16- X 16-INCH
 GA1283'CONCRETE FOUNDATION FOR A PILLAR OF AN ABANDONED RAILROAD
 GA1283'BRIDGE, 59 FEET NORTHEAST OF THE NORTHEAST EDGE OF A RAILROAD
 GA1283'UNDERPASS FOR A ROAD, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 GA1283'THE TRACK.
 GA1283
 GA1283                          STATION RECOVERY (2004)
 GA1283
 GA1283'RECOVERY NOTE BY GEOCACHING 2004 (CV)
 GA1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1278 ***********************************************************************
 GA1278  DESIGNATION -  M 34
 GA1278  PID         -  GA1278
 GA1278  STATE/COUNTY-  TN/HAWKINS
 GA1278  USGS QUAD   -  CHURCH HILL (1991)
 GA1278
 GA1278                         *CURRENT SURVEY CONTROL
 GA1278  ___________________________________________________________________
 GA1278* NAD 83(1986)-  36 31 24.     (N)    082 42 52.     (W)     SCALED    
 GA1278* NAVD 88     -       380.658  (meters)    1248.88   (feet)  ADJUSTED  
 GA1278  ___________________________________________________________________
 GA1278  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1278  DYNAMIC HT  -         380.315 (meters)    1247.75  (feet)  COMP
 GA1278  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 GA1278
 GA1278  VERT ORDER  -  FIRST     CLASS I
 GA1278
 GA1278.The horizontal coordinates were scaled from a topographic map and have
 GA1278.an estimated accuracy of +/- 6 seconds.
 GA1278
 GA1278.The orthometric height was determined by differential leveling
 GA1278.and adjusted by the National Geodetic Survey in June 1991..
 GA1278
 GA1278.The geoid height was determined by GEOID03.
 GA1278
 GA1278.The dynamic height is computed by dividing the NAVD 88
 GA1278.geopotential number by the normal gravity value computed on the
 GA1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1278.degrees latitude (g = 980.6199 gals.).
 GA1278
 GA1278.The modeled gravity was interpolated from observed gravity values.
 GA1278
 GA1278;                    North         East    Units  Estimated Accuracy
 GA1278;SPC TN       -   247,920.      894,220.      MT  (+/- 180 meters Scaled)
 GA1278
 GA1278                          SUPERSEDED SURVEY CONTROL
 GA1278
 GA1278  NGVD 29 (??/??/92)  380.801  (m)         1249.34   (f) ADJ UNCH    1 1
 GA1278
 GA1278.Superseded values are not recommended for survey control.
 GA1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1278.See file dsdata.txt to determine how the superseded data were derived.
 GA1278
 GA1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA465433(NAD 83)
 GA1278_MARKER: DD = SURVEY DISK
 GA1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1278_SP_SET: OVERPASS
 GA1278_STAMPING: TENN M 34 23
 GA1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1278
 GA1278  HISTORY     - Date     Condition        Report By
 GA1278  HISTORY     - UNK      MONUMENTED       USGS
 GA1278  HISTORY     - 1967     GOOD             NGS
 GA1278
 GA1278                          STATION DESCRIPTION
 GA1278
 GA1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1278'0.4 MI W FROM CHURCH HILL.
 GA1278'ABOUT 0.45 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1278'FROM THE STATION AT CHURCH HILL, 6 1/2 FEET SOUTH OF THE SOUTH
 GA1278'RAIL OF THE TRACK, A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP
 GA1278'OF THE WEST END OF THE SOUTH CONCRETE PARAPET OF A RAILROAD
 GA1278'OVERPASS FOR NORTH CENTRAL AVENUE, 4.0 FEET EAST OF THE WEST END
 GA1278'OF THE PARAPET, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0868 ***********************************************************************
 FD0868  DESIGNATION -  M 34
 FD0868  PID         -  FD0868
 FD0868  STATE/COUNTY-  TN/GILES
 FD0868  USGS QUAD   -  ASPEN HILL (1988)
 FD0868
 FD0868                         *CURRENT SURVEY CONTROL
 FD0868  ___________________________________________________________________
 FD0868* NAD 83(1986)-  35 01 46.     (N)    087 00 11.     (W)     SCALED    
 FD0868* NAVD 88     -       182.752  (meters)     599.58   (feet)  ADJUSTED  
 FD0868  ___________________________________________________________________
 FD0868  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FD0868  DYNAMIC HT  -         182.579 (meters)     599.01  (feet)  COMP
 FD0868  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 FD0868
 FD0868  VERT ORDER  -  SECOND    CLASS 0
 FD0868
 FD0868.The horizontal coordinates were scaled from a topographic map and have
 FD0868.an estimated accuracy of +/- 6 seconds.
 FD0868
 FD0868.The orthometric height was determined by differential leveling
 FD0868.and adjusted by the National Geodetic Survey in June 1991..
 FD0868
 FD0868.The geoid height was determined by GEOID03.
 FD0868
 FD0868.The dynamic height is computed by dividing the NAVD 88
 FD0868.geopotential number by the normal gravity value computed on the
 FD0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0868.degrees latitude (g = 980.6199 gals.).
 FD0868
 FD0868.The modeled gravity was interpolated from observed gravity values.
 FD0868
 FD0868;                    North         East    Units  Estimated Accuracy
 FD0868;SPC TN       -    77,700.      508,460.      MT  (+/- 180 meters Scaled)
 FD0868
 FD0868                          SUPERSEDED SURVEY CONTROL
 FD0868
 FD0868  NGVD 29 (??/??/92)  182.710  (m)          599.44   (f) ADJ UNCH    2 0
 FD0868
 FD0868.Superseded values are not recommended for survey control.
 FD0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0868.See file dsdata.txt to determine how the superseded data were derived.
 FD0868
 FD0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD997763(NAD 83)
 FD0868_MARKER: DB = BENCH MARK DISK
 FD0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0868_STAMPING: M 34 1934
 FD0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0868+STABILITY: SURFACE MOTION
 FD0868
 FD0868  HISTORY     - Date     Condition        Report By
 FD0868  HISTORY     - 1934     MONUMENTED       CGS
 FD0868  HISTORY     - 1960     GOOD             NGS
 FD0868  HISTORY     - 20020514 MARK NOT FOUND   TNDT
 FD0868
 FD0868                          STATION DESCRIPTION
 FD0868
 FD0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0868'AT PROSPECT.
 FD0868'AT PROSPECT, GILES COUNTY, ON THE LOUISVILLE AND NASHVILLE
 FD0868'RAILROAD, 30 FEET SOUTHWEST OF THE STATION, AND 50 FEET WEST
 FD0868'OF THE NEAR RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 FD0868'M 34 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 FD0868'MARK IS 2 FEET SOUTH OF A STEEL POST WITH A CONTROL MARKER
 FD0868'SIGN.  THERE IS A PAINTED CROSS ON A FENCE POST.
 FD0868
 FD0868                          STATION RECOVERY (2002)
 FD0868
 FD0868'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0868'PRESUMABLY DESTROYED BY CONSTRUCTION OF NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1815 ***********************************************************************
 FB1815  DESIGNATION -  M 35
 FB1815  PID         -  FB1815
 FB1815  STATE/COUNTY-  TN/SEVIER
 FB1815  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1815
 FB1815                         *CURRENT SURVEY CONTROL
 FB1815  ___________________________________________________________________
 FB1815* NAD 83(1986)-  35 56 06.     (N)    083 36 52.     (W)     SCALED    
 FB1815* NAVD 88     -       264.23   (+/-2cm)     866.9    (feet)  VERTCON   
 FB1815  ___________________________________________________________________
 FB1815  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB1815
 FB1815  VERT ORDER  -  ? (See Below)
 FB1815
 FB1815.The horizontal coordinates were scaled from a topographic map and have
 FB1815.an estimated accuracy of +/- 6 seconds.
 FB1815
 FB1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1815.The vertical order pertains to the NGVD 29 superseded value.
 FB1815
 FB1815.The geoid height was determined by GEOID03.
 FB1815
 FB1815;                    North         East    Units  Estimated Accuracy
 FB1815;SPC TN       -   180,330.      815,240.      MT  (+/- 180 meters Scaled)
 FB1815
 FB1815                          SUPERSEDED SURVEY CONTROL
 FB1815
 FB1815  NGVD 29 (??/??/92)  264.374  (m)          867.37   (f) ADJ UNCH    ?  
 FB1815
 FB1815.Superseded values are not recommended for survey control.
 FB1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1815.See file dsdata.txt to determine how the superseded data were derived.
 FB1815
 FB1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV641798(NAD 83)
 FB1815_MARKER: S = SPIKE
 FB1815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1815_SP_SET: FENCE POST
 FB1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1815
 FB1815  HISTORY     - Date     Condition        Report By
 FB1815  HISTORY     - UNK      MONUMENTED       TVA
 FB1815  HISTORY     - 1938     GOOD             TVA
 FB1815
 FB1815                          STATION DESCRIPTION
 FB1815
 FB1815'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1815'AT HODGES FERRY.
 FB1815'AT HODGES FERRY, ON THE SOUTH SIDE OF FRENCH BROAD RIVER, 40
 FB1815'FEET FROM THE RIVERS EDGE, AND ON THE RIGHT SIDE OF THE ROAD.
 FB1815'A SPIKE IN A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2079 ***********************************************************************
 FE2079  DESIGNATION -  M 35 RESET
 FE2079  PID         -  FE2079
 FE2079  STATE/COUNTY-  TN/MCNAIRY
 FE2079  USGS QUAD   -  PURDY (1984)
 FE2079
 FE2079                         *CURRENT SURVEY CONTROL
 FE2079  ___________________________________________________________________
 FE2079* NAD 83(1986)-  35 10 05.     (N)    088 33 25.     (W)     SCALED    
 FE2079* NAVD 88     -       140.91   (+/-2cm)     462.3    (feet)  VERTCON   
 FE2079  ___________________________________________________________________
 FE2079  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FE2079
 FE2079  VERT ORDER  -  THIRD (See Below)
 FE2079
 FE2079.The horizontal coordinates were scaled from a topographic map and have
 FE2079.an estimated accuracy of +/- 6 seconds.
 FE2079
 FE2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2079.The vertical order pertains to the NGVD 29 superseded value.
 FE2079
 FE2079.The geoid height was determined by GEOID03.
 FE2079
 FE2079;                    North         East    Units  Estimated Accuracy
 FE2079;SPC TN       -    95,660.      367,080.      MT  (+/- 180 meters Scaled)
 FE2079
 FE2079                          SUPERSEDED SURVEY CONTROL
 FE2079
 FE2079  NGVD 29 (??/??/??)  140.90   (m)          462.3    (f) RESET       3  
 FE2079
 FE2079.Superseded values are not recommended for survey control.
 FE2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2079.See file dsdata.txt to determine how the superseded data were derived.
 FE2079
 FE2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD582927(NAD 83)
 FE2079_MARKER: DB = BENCH MARK DISK
 FE2079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE2079_SP_SET: CULVERT
 FE2079_STAMPING: M 35 RESET 1978
 FE2079_MARK LOGO: NGS   
 FE2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2079
 FE2079  HISTORY     - Date     Condition        Report By
 FE2079  HISTORY     - 1978     MONUMENTED       NGS
 FE2079
 FE2079                          STATION DESCRIPTION
 FE2079
 FE2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FE2079'2.3 MI SE FROM SELMER.
 FE2079'2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM THE COUTTHOUSE
 FE2079'AT SELMER, SET IN THE TOP AND EAST END OF A 4 X 4 FOOT CONCRETE
 FE2079'CULVERT, 32 FEET NORTH OF THE CENTERLINE OF HLIGHWAY 64 AND NEAR
 FE2079'OR ON THE PROPERTYL LINE BETWEEN HOUSES NUMBER 1266 AND 1278.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1269 ***********************************************************************
 GA1269  DESIGNATION -  M 36
 GA1269  PID         -  GA1269
 GA1269  STATE/COUNTY-  TN/HAWKINS
 GA1269  USGS QUAD   -  CHURCH HILL (1991)
 GA1269
 GA1269                         *CURRENT SURVEY CONTROL
 GA1269  ___________________________________________________________________
 GA1269* NAD 83(1986)-  36 34 23.     (N)    082 39 37.     (W)     SCALED    
 GA1269* NAVD 88     -       422.932  (meters)    1387.57   (feet)  ADJUSTED  
 GA1269  ___________________________________________________________________
 GA1269  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA1269  DYNAMIC HT  -         422.552 (meters)    1386.32  (feet)  COMP
 GA1269  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 GA1269
 GA1269  VERT ORDER  -  FIRST     CLASS I
 GA1269
 GA1269.The horizontal coordinates were scaled from a topographic map and have
 GA1269.an estimated accuracy of +/- 6 seconds.
 GA1269
 GA1269.The orthometric height was determined by differential leveling
 GA1269.and adjusted by the National Geodetic Survey in June 1991..
 GA1269
 GA1269.The geoid height was determined by GEOID03.
 GA1269
 GA1269.The dynamic height is computed by dividing the NAVD 88
 GA1269.geopotential number by the normal gravity value computed on the
 GA1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1269.degrees latitude (g = 980.6199 gals.).
 GA1269
 GA1269.The modeled gravity was interpolated from observed gravity values.
 GA1269
 GA1269;                    North         East    Units  Estimated Accuracy
 GA1269;SPC TN       -   253,600.      898,880.      MT  (+/- 180 meters Scaled)
 GA1269
 GA1269                          SUPERSEDED SURVEY CONTROL
 GA1269
 GA1269  NGVD 29 (??/??/92)  423.074  (m)         1388.04   (f) ADJ UNCH    1 1
 GA1269
 GA1269.Superseded values are not recommended for survey control.
 GA1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1269.See file dsdata.txt to determine how the superseded data were derived.
 GA1269
 GA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA514487(NAD 83)
 GA1269_MARKER: DD = SURVEY DISK
 GA1269_SETTING: 66 = SET IN ROCK OUTCROP
 GA1269_SP_SET: ROCK OUTCROP
 GA1269_STAMPING: M 36 TENN 23
 GA1269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1269+STABILITY: POSITION/ELEVATION WELL
 GA1269
 GA1269  HISTORY     - Date     Condition        Report By
 GA1269  HISTORY     - UNK      MONUMENTED       USGS
 GA1269  HISTORY     - 1967     GOOD             NGS
 GA1269
 GA1269                          STATION DESCRIPTION
 GA1269
 GA1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1269'5.8 MI NE FROM CHURCH HILL.
 GA1269'ABOUT 5.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1269'RAILROAD FROM THE STATION AT CHURCH HILL, 8 POLES SOUTHWEST OF
 GA1269'MILEPOST 48, 8 FEET WEST OF THE WEST RAIL OF THE TRACK, A U.S.
 GA1269'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A ROCK OUTCROP IN THE
 GA1269'WEST BANK OF A CUT FOR THE RAILROAD, 95 FEET NORTHWEST AND ACROSS
 GA1269'THE TRACK FROM A POWER POLE THAT IS BRACED BY 6 GUY WIRES, 69
 GA1269'FEET SOUTH OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A
 GA1269'PAVED ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 GA1269'NOTE-- THE DISK IS LEANING SLIGHTLY TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1816 ***********************************************************************
 FB1816  DESIGNATION -  M 36
 FB1816  PID         -  FB1816
 FB1816  STATE/COUNTY-  TN/SEVIER
 FB1816  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1816
 FB1816                         *CURRENT SURVEY CONTROL
 FB1816  ___________________________________________________________________
 FB1816* NAD 83(1986)-  35 56 13.     (N)    083 36 53.     (W)     SCALED    
 FB1816* NAVD 88     -       267.82   (+/-2cm)     878.7    (feet)  VERTCON   
 FB1816  ___________________________________________________________________
 FB1816  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FB1816
 FB1816  VERT ORDER  -  ? (See Below)
 FB1816
 FB1816.The horizontal coordinates were scaled from a topographic map and have
 FB1816.an estimated accuracy of +/- 6 seconds.
 FB1816
 FB1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1816.The vertical order pertains to the NGVD 29 superseded value.
 FB1816
 FB1816.The geoid height was determined by GEOID03.
 FB1816
 FB1816;                    North         East    Units  Estimated Accuracy
 FB1816;SPC TN       -   180,540.      815,200.      MT  (+/- 180 meters Scaled)
 FB1816
 FB1816                          SUPERSEDED SURVEY CONTROL
 FB1816
 FB1816  NGVD 29 (??/??/92)  267.965  (m)          879.15   (f) ADJ UNCH    ?  
 FB1816
 FB1816.Superseded values are not recommended for survey control.
 FB1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1816.See file dsdata.txt to determine how the superseded data were derived.
 FB1816
 FB1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV641801(NAD 83)
 FB1816_MARKER: S = SPIKE
 FB1816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1816_SP_SET: POLE
 FB1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1816
 FB1816  HISTORY     - Date     Condition        Report By
 FB1816  HISTORY     - UNK      MONUMENTED       TVA
 FB1816  HISTORY     - 1938     GOOD             TVA
 FB1816
 FB1816                          STATION DESCRIPTION
 FB1816
 FB1816'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1816'AT HODGES FERRY.
 FB1816'AT HODGES FERRY, ON THE NORTH SIDE OF FRENCH BROAD RIVER, 200
 FB1816'FEET NORTH OF THE FERRY LANDING, ON THE WEST SIDE OF THE ROAD,
 FB1816'AND AT THE SECOND POWER-TRANSMISSION LINE POLE 864 FROM THE
 FB1816'RIVER.  A SPIKE IN THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0863 ***********************************************************************
 FD0863  DESIGNATION -  M 37
 FD0863  PID         -  FD0863
 FD0863  STATE/COUNTY-  TN/GILES
 FD0863  USGS QUAD   -  PULASKI (1984)
 FD0863
 FD0863                         *CURRENT SURVEY CONTROL
 FD0863  ___________________________________________________________________
 FD0863* NAD 83(1986)-  35 10 21.     (N)    087 02 03.     (W)     SCALED    
 FD0863* NAVD 88     -       203.515  (meters)     667.70   (feet)  ADJUSTED  
 FD0863  ___________________________________________________________________
 FD0863  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0863  DYNAMIC HT  -         203.323 (meters)     667.07  (feet)  COMP
 FD0863  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 FD0863
 FD0863  VERT ORDER  -  SECOND    CLASS 0
 FD0863
 FD0863.The horizontal coordinates were scaled from a topographic map and have
 FD0863.an estimated accuracy of +/- 6 seconds.
 FD0863
 FD0863.The orthometric height was determined by differential leveling
 FD0863.and adjusted by the National Geodetic Survey in June 1991..
 FD0863
 FD0863.The geoid height was determined by GEOID03.
 FD0863
 FD0863.The dynamic height is computed by dividing the NAVD 88
 FD0863.geopotential number by the normal gravity value computed on the
 FD0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0863.degrees latitude (g = 980.6199 gals.).
 FD0863
 FD0863.The modeled gravity was interpolated from observed gravity values.
 FD0863
 FD0863;                    North         East    Units  Estimated Accuracy
 FD0863;SPC TN       -    93,600.      505,790.      MT  (+/- 180 meters Scaled)
 FD0863
 FD0863                          SUPERSEDED SURVEY CONTROL
 FD0863
 FD0863  NGVD 29 (??/??/92)  203.477  (m)          667.57   (f) ADJ UNCH    2 0
 FD0863
 FD0863.Superseded values are not recommended for survey control.
 FD0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0863.See file dsdata.txt to determine how the superseded data were derived.
 FD0863
 FD0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD968921(NAD 83)
 FD0863_MARKER: DB = BENCH MARK DISK
 FD0863_SETTING: 66 = SET IN ROCK OUTCROP
 FD0863_SP_SET: SET IN ROCK OUTCROP
 FD0863_STAMPING: M 37 1934
 FD0863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0863+STABILITY: POSITION/ELEVATION WELL
 FD0863
 FD0863  HISTORY     - Date     Condition        Report By
 FD0863  HISTORY     - 1934     MONUMENTED       CGS
 FD0863  HISTORY     - 1953     GOOD             TVA
 FD0863
 FD0863                          STATION DESCRIPTION
 FD0863
 FD0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0863'1.6 MI S FROM PULASKI.
 FD0863'1.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0863'FROM THE STATION AT PULASKI, GILES COUNTY, 5 POLES SOUTH OF
 FD0863'MILEPOST L 267, AT A HIGHWAY OVERHEAD CROSSING, ON THE NORTH
 FD0863'SIDE OF THE HIGHWAY, AND IN THE TOP OF BEDROCK IN A ROCK CUT.
 FD0863'A STANDARD DISK, STAMPED M 37 1934.  NOTE-- THERE IS A PAINTED
 FD0863'CIRCLE AROUND POINT AND ARROW ON ROCK.  IT IS 10 FEET WEST
 FD0863'OF THE CENTERLINE OF THE TRACK AND IS 3 FEET ABOVE TRACK.
 FD0863
 FD0863                          STATION RECOVERY (1953)
 FD0863
 FD0863'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1818 ***********************************************************************
 FB1818  DESIGNATION -  M 37
 FB1818  PID         -  FB1818
 FB1818  STATE/COUNTY-  TN/SEVIER
 FB1818  USGS QUAD   -  DOUGLAS DAM (1986)
 FB1818
 FB1818                         *CURRENT SURVEY CONTROL
 FB1818  ___________________________________________________________________
 FB1818* NAD 83(1986)-  35 57 02.     (N)    083 36 52.     (W)     SCALED    
 FB1818* NAVD 88     -       302.36   (+/-2cm)     992.0    (feet)  VERTCON   
 FB1818  ___________________________________________________________________
 FB1818  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1818
 FB1818  VERT ORDER  -  ? (See Below)
 FB1818
 FB1818.The horizontal coordinates were scaled from a topographic map and have
 FB1818.an estimated accuracy of +/- 6 seconds.
 FB1818
 FB1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1818.The vertical order pertains to the NGVD 29 superseded value.
 FB1818
 FB1818.The geoid height was determined by GEOID03.
 FB1818
 FB1818;                    North         East    Units  Estimated Accuracy
 FB1818;SPC TN       -   182,050.      815,190.      MT  (+/- 180 meters Scaled)
 FB1818
 FB1818                          SUPERSEDED SURVEY CONTROL
 FB1818
 FB1818  NGVD 29 (??/??/92)  302.503  (m)          992.46   (f) ADJ UNCH    ?  
 FB1818
 FB1818.Superseded values are not recommended for survey control.
 FB1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1818.See file dsdata.txt to determine how the superseded data were derived.
 FB1818
 FB1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV641816(NAD 83)
 FB1818_MARKER: S = SPIKE
 FB1818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1818_SP_SET: POLE
 FB1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1818
 FB1818  HISTORY     - Date     Condition        Report By
 FB1818  HISTORY     - UNK      MONUMENTED       TVA
 FB1818  HISTORY     - 1938     GOOD             TVA
 FB1818
 FB1818                          STATION DESCRIPTION
 FB1818
 FB1818'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1818'1 MI N FROM HODGES FERRY.
 FB1818'1 MILE NORTH ALONG A COUNTY ROAD FROM HODGES FERRY, 200 FEET
 FB1818'NORTH OF THE Y-INTERSECTION OF A ROAD LEADING SOUTHWEST, AT
 FB1818'THE JUNCTION OF A T-ROAD LEADING EAST, 34 FEET SOUTHWEST OF THE
 FB1818'CENTER OF THE TRIANGLE AT THE JUNCTION, AND AT A POWER-TRANSMISSION
 FB1818'LINE POLE.  A SPIKE IN THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1300 ***********************************************************************
 FB1300  DESIGNATION -  M 38
 FB1300  PID         -  FB1300
 FB1300  STATE/COUNTY-  TN/COCKE
 FB1300  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1300
 FB1300                         *CURRENT SURVEY CONTROL
 FB1300  ___________________________________________________________________
 FB1300* NAD 83(1986)-  35 52 46.     (N)    083 15 40.     (W)     SCALED    
 FB1300* NAVD 88     -       389.19   (+/-2cm)    1276.9    (feet)  VERTCON   
 FB1300  ___________________________________________________________________
 FB1300  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FB1300
 FB1300  VERT ORDER  -  ? (See Below)
 FB1300
 FB1300.The horizontal coordinates were scaled from a topographic map and have
 FB1300.an estimated accuracy of +/- 6 seconds.
 FB1300
 FB1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1300.The vertical order pertains to the NGVD 29 superseded value.
 FB1300
 FB1300.The geoid height was determined by GEOID03.
 FB1300
 FB1300;                    North         East    Units  Estimated Accuracy
 FB1300;SPC TN       -   175,000.      847,280.      MT  (+/- 180 meters Scaled)
 FB1300
 FB1300                          SUPERSEDED SURVEY CONTROL
 FB1300
 FB1300  NGVD 29 (??/??/92)  389.353  (m)         1277.40   (f) ADJ UNCH    ?  
 FB1300
 FB1300.Superseded values are not recommended for survey control.
 FB1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1300.See file dsdata.txt to determine how the superseded data were derived.
 FB1300
 FB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV958729(NAD 83)
 FB1300_MARKER: Q = CHISELED SQUARE
 FB1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1300_SP_SET: BRIDGE
 FB1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1300
 FB1300  HISTORY     - Date     Condition        Report By
 FB1300  HISTORY     - UNK      MONUMENTED       TVA
 FB1300  HISTORY     - 1938     GOOD             TVA
 FB1300
 FB1300                          STATION DESCRIPTION
 FB1300
 FB1300'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1300'0.2 MI W FROM JENKINS CHURCH.
 FB1300'0.2 MILE WEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1300'COCKE COUNTY, 0.2 MILE NORTH ALONG THE BOGARD ROAD, AT BREEDENS
 FB1300'STORE, ON THE UPSTREAM SIDE OF A BRIDGE OVER BOGARD CREEK, AND ON
 FB1300'THE CENTERLINE OF THE BRIDGE BALUSTRADE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1311 ***********************************************************************
 FC1311  DESIGNATION -  M 38
 FC1311  PID         -  FC1311
 FC1311  STATE/COUNTY-  TN/MARION
 FC1311  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1311
 FC1311                         *CURRENT SURVEY CONTROL
 FC1311  ___________________________________________________________________
 FC1311* NAD 83(1986)-  35 04 50.     (N)    085 44 10.     (W)     SCALED    
 FC1311* NAVD 88     -       202.054  (meters)     662.91   (feet)  ADJUSTED  
 FC1311  ___________________________________________________________________
 FC1311  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1311  DYNAMIC HT  -         201.858 (meters)     662.26  (feet)  COMP
 FC1311  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 FC1311
 FC1311  VERT ORDER  -  SECOND    CLASS 0
 FC1311
 FC1311.The horizontal coordinates were scaled from a topographic map and have
 FC1311.an estimated accuracy of +/- 6 seconds.
 FC1311
 FC1311.The orthometric height was determined by differential leveling
 FC1311.and adjusted by the National Geodetic Survey in June 1991..
 FC1311
 FC1311.The geoid height was determined by GEOID03.
 FC1311
 FC1311.The dynamic height is computed by dividing the NAVD 88
 FC1311.geopotential number by the normal gravity value computed on the
 FC1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1311.degrees latitude (g = 980.6199 gals.).
 FC1311
 FC1311.The modeled gravity was interpolated from observed gravity values.
 FC1311
 FC1311;                    North         East    Units  Estimated Accuracy
 FC1311;SPC TN       -    82,940.      624,070.      MT  (+/- 180 meters Scaled)
 FC1311
 FC1311                          SUPERSEDED SURVEY CONTROL
 FC1311
 FC1311  NGVD 29 (??/??/92)  202.055  (m)          662.91   (f) ADJ UNCH    2 0
 FC1311
 FC1311.Superseded values are not recommended for survey control.
 FC1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1311.See file dsdata.txt to determine how the superseded data were derived.
 FC1311
 FC1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD152827(NAD 83)
 FC1311_MARKER: DB = BENCH MARK DISK
 FC1311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1311_SP_SET: BRIDGE
 FC1311_STAMPING: M 38 1934
 FC1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1311
 FC1311  HISTORY     - Date     Condition        Report By
 FC1311  HISTORY     - 1934     MONUMENTED       CGS
 FC1311  HISTORY     - 1962     GOOD             NGS
 FC1311
 FC1311                          STATION DESCRIPTION
 FC1311
 FC1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1311'4.2 MI NW FROM DIXIE LEE.
 FC1311'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1311'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1311'41-64 FOR 4.15 MILES TO THE MARK SET IN THE SOUTHWEST WINGWALL
 FC1311'OF A BRIDGE OVER KELLY COVE BRANCH, 290 FEET NORTHWEST OF
 FC1311'THE NORTHWEST CORNER OF THE BATTLE CREEK BAPTIST CHURCH, AND
 FC1311'17 FEET WEST OF THE CENTER OF U.S. HIGHWAYS 41-64.  A STANDARD
 FC1311'DISK DRILLED IN A CONCRETE BRIDGE AND ABOUT LEVEL WITH THE
 FC1311'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1392 ***********************************************************************
 GA1392  DESIGNATION -  M 39
 GA1392  PID         -  GA1392
 GA1392  STATE/COUNTY-  TN/SULLIVAN
 GA1392  USGS QUAD   -  KINGSPORT (1991)
 GA1392
 GA1392                         *CURRENT SURVEY CONTROL
 GA1392  ___________________________________________________________________
 GA1392* NAD 83(1986)-  36 30 59.     (N)    082 31 44.     (W)     SCALED    
 GA1392* NAVD 88     -       387.510  (meters)    1271.36   (feet)  ADJUSTED  
 GA1392  ___________________________________________________________________
 GA1392  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA1392  DYNAMIC HT  -         387.158 (meters)    1270.20  (feet)  COMP
 GA1392  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 GA1392
 GA1392  VERT ORDER  -  SECOND    CLASS 0
 GA1392
 GA1392.The horizontal coordinates were scaled from a topographic map and have
 GA1392.an estimated accuracy of +/- 6 seconds.
 GA1392
 GA1392.The orthometric height was determined by differential leveling
 GA1392.and adjusted by the National Geodetic Survey in June 1991..
 GA1392
 GA1392.The geoid height was determined by GEOID03.
 GA1392
 GA1392.The dynamic height is computed by dividing the NAVD 88
 GA1392.geopotential number by the normal gravity value computed on the
 GA1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1392.degrees latitude (g = 980.6199 gals.).
 GA1392
 GA1392.The modeled gravity was interpolated from observed gravity values.
 GA1392
 GA1392;                    North         East    Units  Estimated Accuracy
 GA1392;SPC TN       -   247,730.      910,860.      MT  (+/- 180 meters Scaled)
 GA1392
 GA1392                          SUPERSEDED SURVEY CONTROL
 GA1392
 GA1392.No superseded survey control is available for this station.
 GA1392
 GA1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA631423(NAD 83)
 GA1392_MARKER: DD = SURVEY DISK
 GA1392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1392_SP_SET: BRIDGE
 GA1392_STAMPING: M 39 TENN 23
 GA1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1392
 GA1392  HISTORY     - Date     Condition        Report By
 GA1392  HISTORY     - UNK      MONUMENTED       USGS
 GA1392  HISTORY     - 1934     GOOD             NGS
 GA1392
 GA1392                          STATION DESCRIPTION
 GA1392
 GA1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1392'2.7 MI S FROM KINGSPORT.
 GA1392'2.7 MILES SOUTHEAST ALONG THE CLINCHFIELD RAILROAD FROM KINGSPORT,
 GA1392'SULLIVAN COUNTY, ABOUT 20 FEET SOUTH OF A TUNNEL ENTRANCE, AT A
 GA1392'TRESTLE OVER HOLSTON RIVER, ON THE WEST SIDE OF THE NORTH ABUTMENT,
 GA1392'AND 24 INCHES SOUTH OF THE NORTH END OF THE WEST WING WALL.  A
 GA1392'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 39 TENN. 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1312 ***********************************************************************
 FB1312  DESIGNATION -  M 39
 FB1312  PID         -  FB1312
 FB1312  STATE/COUNTY-  TN/SEVIER
 FB1312  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1312
 FB1312                         *CURRENT SURVEY CONTROL
 FB1312  ___________________________________________________________________
 FB1312* NAD 83(1986)-  35 54 51.     (N)    083 21 49.     (W)     SCALED    
 FB1312* NAVD 88     -       351.52   (+/-2cm)    1153.3    (feet)  VERTCON   
 FB1312  ___________________________________________________________________
 FB1312  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1312
 FB1312  VERT ORDER  -  ? (See Below)
 FB1312
 FB1312.The horizontal coordinates were scaled from a topographic map and have
 FB1312.an estimated accuracy of +/- 6 seconds.
 FB1312
 FB1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1312.The vertical order pertains to the NGVD 29 superseded value.
 FB1312
 FB1312.The geoid height was determined by GEOID03.
 FB1312
 FB1312;                    North         East    Units  Estimated Accuracy
 FB1312;SPC TN       -   178,600.      837,920.      MT  (+/- 180 meters Scaled)
 FB1312
 FB1312                          SUPERSEDED SURVEY CONTROL
 FB1312
 FB1312  NGVD 29 (??/??/92)  351.675  (m)         1153.79   (f) ADJ UNCH    ?  
 FB1312
 FB1312.Superseded values are not recommended for survey control.
 FB1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1312.See file dsdata.txt to determine how the superseded data were derived.
 FB1312
 FB1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV867770(NAD 83)
 FB1312_MARKER: Q = CHISELED SQUARE
 FB1312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1312_SP_SET: GASOLINE PUMP
 FB1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1312
 FB1312  HISTORY     - Date     Condition        Report By
 FB1312  HISTORY     - UNK      MONUMENTED       TVA
 FB1312  HISTORY     - 1938     GOOD             TVA
 FB1312
 FB1312                          STATION DESCRIPTION
 FB1312
 FB1312'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1312'AT BIRD CROSSROAD.
 FB1312'AT BIRD CROSSROAD, SEVIER COUNTY, AT THE INTERSECTION OF STATE
 FB1312'HIGHWAY 35 AND A ROAD, AT THE DENTON GROCERY STORE, AND ON THE
 FB1312'BASE OF A GASOLINE PUMP.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1277 ***********************************************************************
 GA1277  DESIGNATION -  M 4
 GA1277  PID         -  GA1277
 GA1277  STATE/COUNTY-  TN/HAWKINS
 GA1277  USGS QUAD   -  CHURCH HILL (1991)
 GA1277
 GA1277                         *CURRENT SURVEY CONTROL
 GA1277  ___________________________________________________________________
 GA1277* NAD 83(1986)-  36 31 25.     (N)    082 42 19.     (W)     SCALED    
 GA1277* NAVD 88     -       385.279  (meters)    1264.04   (feet)  ADJUSTED  
 GA1277  ___________________________________________________________________
 GA1277  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1277  DYNAMIC HT  -         384.932 (meters)    1262.90  (feet)  COMP
 GA1277  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 GA1277
 GA1277  VERT ORDER  -  FIRST     CLASS I
 GA1277
 GA1277.The horizontal coordinates were scaled from a topographic map and have
 GA1277.an estimated accuracy of +/- 6 seconds.
 GA1277
 GA1277.The orthometric height was determined by differential leveling
 GA1277.and adjusted by the National Geodetic Survey in June 1991..
 GA1277
 GA1277.The geoid height was determined by GEOID03.
 GA1277
 GA1277.The dynamic height is computed by dividing the NAVD 88
 GA1277.geopotential number by the normal gravity value computed on the
 GA1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1277.degrees latitude (g = 980.6199 gals.).
 GA1277
 GA1277.The modeled gravity was interpolated from observed gravity values.
 GA1277
 GA1277;                    North         East    Units  Estimated Accuracy
 GA1277;SPC TN       -   247,980.      895,040.      MT  (+/- 180 meters Scaled)
 GA1277
 GA1277                          SUPERSEDED SURVEY CONTROL
 GA1277
 GA1277  NGVD 29 (??/??/92)  385.422  (m)         1264.51   (f) ADJ UNCH    1 1
 GA1277
 GA1277.Superseded values are not recommended for survey control.
 GA1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1277.See file dsdata.txt to determine how the superseded data were derived.
 GA1277
 GA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA473433(NAD 83)
 GA1277_MARKER: DB = BENCH MARK DISK
 GA1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1277_STAMPING: M 4 1930 1264.853
 GA1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1277+STABILITY: SURFACE MOTION
 GA1277
 GA1277  HISTORY     - Date     Condition        Report By
 GA1277  HISTORY     - 1930     MONUMENTED       CGS
 GA1277  HISTORY     - 1967     GOOD             NGS
 GA1277
 GA1277                          STATION DESCRIPTION
 GA1277
 GA1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1277'AT CHURCH HILL.
 GA1277'AT CHURCH HILL, 90 FEET EAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1277'RAILROAD FROM THE NORTHEAST CORNER OF THE STATION, 90 YARDS
 GA1277'EAST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND MAPLE
 GA1277'AVENUE, 0.1 MILE NORTHEAST OF MILEPOST 54, 33 FEET SOUTH OF THE
 GA1277'SOUTH RAIL OF THE MAIN TRACK, 12 FEET NORTH OF THE NORTH RAIL OF
 GA1277'A SIDETRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GA1277'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1154 ***********************************************************************
 FC1154  DESIGNATION -  M 40
 FC1154  PID         -  FC1154
 FC1154  STATE/COUNTY-  TN/MARION
 FC1154  USGS QUAD   -  KETNER GAP (1976)
 FC1154
 FC1154                         *CURRENT SURVEY CONTROL
 FC1154  ___________________________________________________________________
 FC1154* NAD 83(1986)-  35 08 50.     (N)    085 23 34.     (W)     SCALED    
 FC1154* NAVD 88     -       362.404  (meters)    1188.99   (feet)  ADJUSTED  
 FC1154  ___________________________________________________________________
 FC1154  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FC1154  DYNAMIC HT  -         362.041 (meters)    1187.80  (feet)  COMP
 FC1154  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 FC1154
 FC1154  VERT ORDER  -  SECOND    CLASS 0
 FC1154
 FC1154.The horizontal coordinates were scaled from a topographic map and have
 FC1154.an estimated accuracy of +/- 6 seconds.
 FC1154
 FC1154.The orthometric height was determined by differential leveling
 FC1154.and adjusted by the National Geodetic Survey in June 1991..
 FC1154
 FC1154.The geoid height was determined by GEOID03.
 FC1154
 FC1154.The dynamic height is computed by dividing the NAVD 88
 FC1154.geopotential number by the normal gravity value computed on the
 FC1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1154.degrees latitude (g = 980.6199 gals.).
 FC1154
 FC1154.The modeled gravity was interpolated from observed gravity values.
 FC1154
 FC1154;                    North         East    Units  Estimated Accuracy
 FC1154;SPC TN       -    90,470.      655,330.      MT  (+/- 180 meters Scaled)
 FC1154
 FC1154                          SUPERSEDED SURVEY CONTROL
 FC1154
 FC1154  NGVD 29 (??/??/92)  362.431  (m)         1189.08   (f) ADJ UNCH    2 0
 FC1154
 FC1154.Superseded values are not recommended for survey control.
 FC1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1154.See file dsdata.txt to determine how the superseded data were derived.
 FC1154
 FC1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD464905(NAD 83)
 FC1154_MARKER: DB = BENCH MARK DISK
 FC1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1154_SP_SET: CULVERT
 FC1154_STAMPING: M 40 1934
 FC1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1154
 FC1154  HISTORY     - Date     Condition        Report By
 FC1154  HISTORY     - 1934     MONUMENTED       CGS
 FC1154
 FC1154                          STATION DESCRIPTION
 FC1154
 FC1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1154'10 MI W FROM CHATTANOOGA.
 FC1154'IN MARION COUNTY, 10.0 MILES WEST ALONG STATE HIGHWAY 27 FROM
 FC1154'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA,
 FC1154'HAMILTON COUNTY, 1.0 MILE WEST OF THE SUCK CREEK INN IN 1934,
 FC1154'AT A CONCRETE CULVERT, AND IN THE TOP OF THE WEST END OF THE
 FC1154'SOUTH HEADWALL.  A STANDARD DISK, STAMPED M 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1183 ***********************************************************************
 FC1183  DESIGNATION -  M 41
 FC1183  PID         -  FC1183
 FC1183  STATE/COUNTY-  TN/HAMILTON
 FC1183  USGS QUAD   -  CHATTANOOGA (1976)
 FC1183
 FC1183                         *CURRENT SURVEY CONTROL
 FC1183  ___________________________________________________________________
 FC1183* NAD 83(1986)-  35 02 54.     (N)    085 18 25.     (W)     SCALED    
 FC1183* NAVD 88     -       221.579  (meters)     726.96   (feet)  ADJUSTED  
 FC1183  ___________________________________________________________________
 FC1183  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FC1183  DYNAMIC HT  -         221.359 (meters)     726.24  (feet)  COMP
 FC1183  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 FC1183
 FC1183  VERT ORDER  -  FIRST     CLASS II
 FC1183
 FC1183.The horizontal coordinates were scaled from a topographic map and have
 FC1183.an estimated accuracy of +/- 6 seconds.
 FC1183
 FC1183.The orthometric height was determined by differential leveling
 FC1183.and adjusted by the National Geodetic Survey in June 1991..
 FC1183
 FC1183.The geoid height was determined by GEOID03.
 FC1183
 FC1183.The dynamic height is computed by dividing the NAVD 88
 FC1183.geopotential number by the normal gravity value computed on the
 FC1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1183.degrees latitude (g = 980.6199 gals.).
 FC1183
 FC1183.The modeled gravity was interpolated from observed gravity values.
 FC1183
 FC1183;                    North         East    Units  Estimated Accuracy
 FC1183;SPC TN       -    79,550.      663,230.      MT  (+/- 180 meters Scaled)
 FC1183
 FC1183                          SUPERSEDED SURVEY CONTROL
 FC1183
 FC1183  NGVD 29 (??/??/92)  221.612  (m)          727.07   (f) ADJ UNCH    1 2
 FC1183
 FC1183.Superseded values are not recommended for survey control.
 FC1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1183.See file dsdata.txt to determine how the superseded data were derived.
 FC1183
 FC1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD544797(NAD 83)
 FC1183_MARKER: DB = BENCH MARK DISK
 FC1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1183_STAMPING: M 41 1934
 FC1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1183+STABILITY: SURFACE MOTION
 FC1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1183+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 FC1183
 FC1183  HISTORY     - Date     Condition        Report By
 FC1183  HISTORY     - 1934     MONUMENTED       CGS
 FC1183  HISTORY     - 1950     GOOD             NGS
 FC1183  HISTORY     - 1972     GOOD             TVA
 FC1183  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1183  HISTORY     - 1989     GOOD             USPSQD
 FC1183  HISTORY     - 19980117 GOOD             USPSQD
 FC1183  HISTORY     - 20050109 GOOD             GEOCAC
 FC1183
 FC1183                          STATION DESCRIPTION
 FC1183
 FC1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC1183'AT CHATTANOOGA.
 FC1183'AT CHATTANOOGA, AT THE INTERSECTION OF EAST 7TH STREET AND
 FC1183'GEORGIA AVENUE, AT THE SOUTH END OF THE ENTRANCE WALK TO THE
 FC1183'SOUTH ENTRANCE TO THE COUNTY COURT HOUSE, 6 FEET EAST OF THE
 FC1183'EAST EDGE OF THE WEST ONE OF TWO WALKS, 6 FEET WEST OF THE WEST
 FC1183'EDGE OF THE EAST ONE OF TWO WALKS, 0.8 FOOT NORTH OF THE NORTH
 FC1183'EDGE OF CONCRETE CURBING, 10 FEET NORTH OF THE TOP STEP OF STEPS
 FC1183'FROM STREET, ABOUT 4 1/2 FEET ABOVE GEORGIA AVENUE SIDEWALK,
 FC1183'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 FC1183'GROUND.
 FC1183
 FC1183                          STATION RECOVERY (1972)
 FC1183
 FC1183'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FC1183'RECOVERED IN GOOD CONDITION.
 FC1183
 FC1183                          STATION RECOVERY (1983)
 FC1183
 FC1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1183'SEARCHED FOR, BUT NOT RECOVERED.
 FC1183
 FC1183                          STATION RECOVERY (1989)
 FC1183
 FC1183'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 FC1183'RECOVERED IN GOOD CONDITION.
 FC1183
 FC1183                          STATION RECOVERY (1998)
 FC1183
 FC1183'RECOVERY NOTE BY US POWER SQUADRON 1998
 FC1183'RECOVERED IN GOOD CONDITION.
 FC1183
 FC1183                          STATION RECOVERY (2005)
 FC1183
 FC1183'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FC1183'HANDHELD COORDINATES ARE N35-02-55.14 W085-18-24.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1277 ***********************************************************************
 FB1277  DESIGNATION -  M 42
 FB1277  PID         -  FB1277
 FB1277  STATE/COUNTY-  TN/COCKE
 FB1277  USGS QUAD   -  JONES COVE (1978)
 FB1277
 FB1277                         *CURRENT SURVEY CONTROL
 FB1277  ___________________________________________________________________
 FB1277* NAD 83(1986)-  35 52 16.     (N)    083 15 54.     (W)     SCALED    
 FB1277* NAVD 88     -       401.04   (+/-2cm)    1315.7    (feet)  VERTCON   
 FB1277  ___________________________________________________________________
 FB1277  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB1277
 FB1277  VERT ORDER  -  ? (See Below)
 FB1277
 FB1277.The horizontal coordinates were scaled from a topographic map and have
 FB1277.an estimated accuracy of +/- 6 seconds.
 FB1277
 FB1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1277.The vertical order pertains to the NGVD 29 superseded value.
 FB1277
 FB1277.The geoid height was determined by GEOID03.
 FB1277
 FB1277;                    North         East    Units  Estimated Accuracy
 FB1277;SPC TN       -   174,070.      846,950.      MT  (+/- 180 meters Scaled)
 FB1277
 FB1277                          SUPERSEDED SURVEY CONTROL
 FB1277
 FB1277  NGVD 29 (??/??/92)  401.195  (m)         1316.25   (f) ADJ UNCH    ?  
 FB1277
 FB1277.Superseded values are not recommended for survey control.
 FB1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1277.See file dsdata.txt to determine how the superseded data were derived.
 FB1277
 FB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV955720(NAD 83)
 FB1277_MARKER: Q = CHISELED SQUARE
 FB1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1277_SP_SET: CULVERT
 FB1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1277
 FB1277  HISTORY     - Date     Condition        Report By
 FB1277  HISTORY     - UNK      MONUMENTED       TVA
 FB1277  HISTORY     - 1938     GOOD             TVA
 FB1277
 FB1277                          STATION DESCRIPTION
 FB1277
 FB1277'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1277'0.8 MI S FROM JENKINS CHURCH.
 FB1277'0.75 MILE SOUTH ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1277'COCKE COUNTY, 0.6 MILE SOUTH OF BREEDENS STORE, 1800 FEET WEST OF
 FB1277'BOGARD SCHOOL, 200 FEET SOUTHWEST OF THE JUNCTION OF A ROAD
 FB1277'LEADING EAST TO THE SCHOOL, AT A CULVERT, AND ON THE TOP OF THE
 FB1277'SOUTH SIDE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0980 ***********************************************************************
 FC0980  DESIGNATION -  M 42
 FC0980  PID         -  FC0980
 FC0980  STATE/COUNTY-  TN/BLEDSOE
 FC0980  USGS QUAD   -  MELVINE (1977)
 FC0980
 FC0980                         *CURRENT SURVEY CONTROL
 FC0980  ___________________________________________________________________
 FC0980* NAD 83(1986)-  35 43 00.     (N)    085 04 54.     (W)     SCALED    
 FC0980* NAVD 88     -       278.807  (meters)     914.72   (feet)  ADJUSTED  
 FC0980  ___________________________________________________________________
 FC0980  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 FC0980  DYNAMIC HT  -         278.544 (meters)     913.86  (feet)  COMP
 FC0980  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FC0980
 FC0980  VERT ORDER  -  SECOND    CLASS 0
 FC0980
 FC0980.The horizontal coordinates were scaled from a topographic map and have
 FC0980.an estimated accuracy of +/- 6 seconds.
 FC0980
 FC0980.The orthometric height was determined by differential leveling
 FC0980.and adjusted by the National Geodetic Survey in June 1991..
 FC0980
 FC0980.The geoid height was determined by GEOID03.
 FC0980
 FC0980.The dynamic height is computed by dividing the NAVD 88
 FC0980.geopotential number by the normal gravity value computed on the
 FC0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0980.degrees latitude (g = 980.6199 gals.).
 FC0980
 FC0980.The modeled gravity was interpolated from observed gravity values.
 FC0980
 FC0980;                    North         East    Units  Estimated Accuracy
 FC0980;SPC TN       -   153,870.      683,090.      MT  (+/- 180 meters Scaled)
 FC0980
 FC0980                          SUPERSEDED SURVEY CONTROL
 FC0980
 FC0980  NGVD 29 (??/??/92)  278.855  (m)          914.88   (f) ADJ UNCH    2 0
 FC0980
 FC0980.Superseded values are not recommended for survey control.
 FC0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0980.See file dsdata.txt to determine how the superseded data were derived.
 FC0980
 FC0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE735542(NAD 83)
 FC0980_MARKER: DB = BENCH MARK DISK
 FC0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0980_STAMPING: M 42 1934
 FC0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0980+STABILITY: SURFACE MOTION
 FC0980
 FC0980  HISTORY     - Date     Condition        Report By
 FC0980  HISTORY     - 1934     MONUMENTED       CGS
 FC0980  HISTORY     - 1934     GOOD             NGS
 FC0980
 FC0980                          STATION DESCRIPTION
 FC0980
 FC0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0980'10.3 MI N FROM PIKEVILLE.
 FC0980'10.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM PIKEVILLE, BLEDSOE
 FC0980'COUNTY, 210 FEET WEST OF A SMALL BRIDGE, 30 FEET WEST OF THE
 FC0980'YARD FENCE OF THE W.T. TAYLOR RESIDENCE, 30 FEET NORTH OF THE
 FC0980'HIGHWAY.  A STANDARD DISK, STAMPED M 42 1934 AND SET IN THE
 FC0980'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1282 ***********************************************************************
 FB1282  DESIGNATION -  M 43
 FB1282  PID         -  FB1282
 FB1282  STATE/COUNTY-  TN/COCKE
 FB1282  USGS QUAD   -  JONES COVE (1978)
 FB1282
 FB1282                         *CURRENT SURVEY CONTROL
 FB1282  ___________________________________________________________________
 FB1282* NAD 83(1986)-  35 50 42.     (N)    083 16 36.     (W)     SCALED    
 FB1282* NAVD 88     -       389.96   (+/-2cm)    1279.4    (feet)  VERTCON   
 FB1282  ___________________________________________________________________
 FB1282  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FB1282
 FB1282  VERT ORDER  -  ? (See Below)
 FB1282
 FB1282.The horizontal coordinates were scaled from a topographic map and have
 FB1282.an estimated accuracy of +/- 6 seconds.
 FB1282
 FB1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1282.The vertical order pertains to the NGVD 29 superseded value.
 FB1282
 FB1282.The geoid height was determined by GEOID03.
 FB1282
 FB1282;                    North         East    Units  Estimated Accuracy
 FB1282;SPC TN       -   171,140.      845,980.      MT  (+/- 180 meters Scaled)
 FB1282
 FB1282                          SUPERSEDED SURVEY CONTROL
 FB1282
 FB1282  NGVD 29 (??/??/92)  390.117  (m)         1279.91   (f) ADJ UNCH    ?  
 FB1282
 FB1282.Superseded values are not recommended for survey control.
 FB1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1282.See file dsdata.txt to determine how the superseded data were derived.
 FB1282
 FB1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV943691(NAD 83)
 FB1282_MARKER: Q = CHISELED SQUARE
 FB1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1282_SP_SET: BRIDGE
 FB1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1282
 FB1282  HISTORY     - Date     Condition        Report By
 FB1282  HISTORY     - UNK      MONUMENTED       TVA
 FB1282  HISTORY     - 1938     GOOD             TVA
 FB1282
 FB1282                          STATION DESCRIPTION
 FB1282
 FB1282'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1282'3.2 MI SW FROM JENKINS CHURCH.
 FB1282'3.2 MILES SOUTHWEST ALONG THE JONES COVE ROAD FROM JENKINS CHURCH,
 FB1282'COCKE COUNTY, AT THE JUNCTION OF THE MIDDLE CREEK ROAD LEADING
 FB1282'EAST, 80 FEET NORTH OF THE S.E. GROOM STORE, AT AN OLD BRIDGE
 FB1282'OVER MIDDLE CREEK, AND ON THE TOP OF THE RIGHT-BANK DOWNSTREAM
 FB1282'ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1025 ***********************************************************************
 FC1025  DESIGNATION -  M 43
 FC1025  PID         -  FC1025
 FC1025  STATE/COUNTY-  TN/VAN BUREN
 FC1025  USGS QUAD   -  SPENCER (1974)
 FC1025
 FC1025                         *CURRENT SURVEY CONTROL
 FC1025  ___________________________________________________________________
 FC1025* NAD 83(1986)-  35 44 38.     (N)    085 23 37.     (W)     SCALED    
 FC1025* NAVD 88     -       278.198  (meters)     912.72   (feet)  ADJUSTED  
 FC1025  ___________________________________________________________________
 FC1025  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FC1025  DYNAMIC HT  -         277.938 (meters)     911.87  (feet)  COMP
 FC1025  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FC1025
 FC1025  VERT ORDER  -  SECOND    CLASS 0
 FC1025
 FC1025.The horizontal coordinates were scaled from a topographic map and have
 FC1025.an estimated accuracy of +/- 6 seconds.
 FC1025
 FC1025.The orthometric height was determined by differential leveling
 FC1025.and adjusted by the National Geodetic Survey in June 1991..
 FC1025
 FC1025.The geoid height was determined by GEOID03.
 FC1025
 FC1025.The dynamic height is computed by dividing the NAVD 88
 FC1025.geopotential number by the normal gravity value computed on the
 FC1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1025.degrees latitude (g = 980.6199 gals.).
 FC1025
 FC1025.The modeled gravity was interpolated from observed gravity values.
 FC1025
 FC1025;                    North         East    Units  Estimated Accuracy
 FC1025;SPC TN       -   156,670.      654,850.      MT  (+/- 180 meters Scaled)
 FC1025
 FC1025                          SUPERSEDED SURVEY CONTROL
 FC1025
 FC1025  NGVD 29 (??/??/92)  278.246  (m)          912.88   (f) ADJ UNCH    2 0
 FC1025
 FC1025.Superseded values are not recommended for survey control.
 FC1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1025.See file dsdata.txt to determine how the superseded data were derived.
 FC1025
 FC1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE452567(NAD 83)
 FC1025_MARKER: DB = BENCH MARK DISK
 FC1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1025_SP_SET: PIER
 FC1025_STAMPING: M 43 1934
 FC1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1025
 FC1025  HISTORY     - Date     Condition        Report By
 FC1025  HISTORY     - 1934     MONUMENTED       CGS
 FC1025  HISTORY     - 1952     GOOD             NGS
 FC1025
 FC1025                          STATION DESCRIPTION
 FC1025
 FC1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1025'5.2 MI S FROM SPENCER.
 FC1025'5.2 MILES SOUTH ALONG STATE HIGHWAY 30 FROM SPENCER, VAN BUREN
 FC1025'COUNTY, AT THE BRIDGE OVER CANEY CREEK, IN THE TOP OF THE SOUTH
 FC1025'END OF THE FIRST PIER FROM THE WEST END OF THE BRIDGE, AND ABOUT 2
 FC1025'FEET LOWER THAN THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED
 FC1025'M 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1052 ***********************************************************************
 FC1052  DESIGNATION -  M 44
 FC1052  PID         -  FC1052
 FC1052  STATE/COUNTY-  TN/RHEA
 FC1052  USGS QUAD   -  MORGAN SPRINGS (1980)
 FC1052
 FC1052                         *CURRENT SURVEY CONTROL
 FC1052  ___________________________________________________________________
 FC1052* NAD 83(1986)-  35 30 40.     (N)    085 02 18.     (W)     SCALED    
 FC1052* NAVD 88     -       370.076  (meters)    1214.16   (feet)  ADJUSTED  
 FC1052  ___________________________________________________________________
 FC1052  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FC1052  DYNAMIC HT  -         369.716 (meters)    1212.98  (feet)  COMP
 FC1052  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 FC1052
 FC1052  VERT ORDER  -  SECOND    CLASS 0
 FC1052
 FC1052.The horizontal coordinates were scaled from a topographic map and have
 FC1052.an estimated accuracy of +/- 6 seconds.
 FC1052
 FC1052.The orthometric height was determined by differential leveling
 FC1052.and adjusted by the National Geodetic Survey in June 1991..
 FC1052
 FC1052.The geoid height was determined by GEOID03.
 FC1052
 FC1052.The dynamic height is computed by dividing the NAVD 88
 FC1052.geopotential number by the normal gravity value computed on the
 FC1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1052.degrees latitude (g = 980.6199 gals.).
 FC1052
 FC1052.The modeled gravity was interpolated from observed gravity values.
 FC1052
 FC1052;                    North         East    Units  Estimated Accuracy
 FC1052;SPC TN       -   131,100.      687,240.      MT  (+/- 180 meters Scaled)
 FC1052
 FC1052                          SUPERSEDED SURVEY CONTROL
 FC1052
 FC1052  NGVD 29 (??/??/92)  370.144  (m)         1214.38   (f) ADJ UNCH    2 0
 FC1052
 FC1052.Superseded values are not recommended for survey control.
 FC1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1052.See file dsdata.txt to determine how the superseded data were derived.
 FC1052
 FC1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE778314(NAD 83)
 FC1052_MARKER: DB = BENCH MARK DISK
 FC1052_SETTING: 66 = SET IN ROCK OUTCROP
 FC1052_SP_SET: BEDROCK
 FC1052_STAMPING: M 44 1934
 FC1052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1052+STABILITY: POSITION/ELEVATION WELL
 FC1052
 FC1052  HISTORY     - Date     Condition        Report By
 FC1052  HISTORY     - 1934     MONUMENTED       CGS
 FC1052  HISTORY     - 1952     GOOD             NGS
 FC1052  HISTORY     - 1952     MARK NOT FOUND   NGS
 FC1052
 FC1052                          STATION DESCRIPTION
 FC1052
 FC1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FC1052'2.6 MI NW FROM DAYTON.
 FC1052'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM DAYTON, RHEA
 FC1052'COUNTY, 150 FEET EAST OF A SPRING, 25 FEET WEST OF THE CENTERLINE
 FC1052'OF THE HIGHWAY, IN BEDROCK, AND LEVEL WITH THE HIGHWAY.  A
 FC1052'STANDARD DISK, STAMPED M 44 1934.
 FC1052
 FC1052                          STATION RECOVERY (1952)
 FC1052
 FC1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FC1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2308 ***********************************************************************
 GA2308  DESIGNATION -  M 45
 GA2308  PID         -  GA2308
 GA2308  STATE/COUNTY-  TN/KNOX
 GA2308  USGS QUAD   -  GRAVESTON (1987)
 GA2308
 GA2308                         *CURRENT SURVEY CONTROL
 GA2308  ___________________________________________________________________
 GA2308* NAD 83(1986)-  36 09 14.     (N)    083 46 55.     (W)     SCALED    
 GA2308* NAVD 88     -       318.322  (meters)    1044.36   (feet)  ADJUSTED  
 GA2308  ___________________________________________________________________
 GA2308  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA2308  DYNAMIC HT  -         318.030 (meters)    1043.40  (feet)  COMP
 GA2308  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 GA2308
 GA2308  VERT ORDER  -  SECOND    CLASS 0
 GA2308
 GA2308.The horizontal coordinates were scaled from a topographic map and have
 GA2308.an estimated accuracy of +/- 6 seconds.
 GA2308
 GA2308.The orthometric height was determined by differential leveling
 GA2308.and adjusted by the National Geodetic Survey in June 1991..
 GA2308
 GA2308.The geoid height was determined by GEOID03.
 GA2308
 GA2308.The dynamic height is computed by dividing the NAVD 88
 GA2308.geopotential number by the normal gravity value computed on the
 GA2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2308.degrees latitude (g = 980.6199 gals.).
 GA2308
 GA2308.The modeled gravity was interpolated from observed gravity values.
 GA2308
 GA2308;                    North         East    Units  Estimated Accuracy
 GA2308;SPC TN       -   204,250.      799,580.      MT  (+/- 180 meters Scaled)
 GA2308
 GA2308                          SUPERSEDED SURVEY CONTROL
 GA2308
 GA2308  NGVD 29 (??/??/92)  318.392  (m)         1044.59   (f) ADJ UNCH    2 0
 GA2308
 GA2308.Superseded values are not recommended for survey control.
 GA2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2308.See file dsdata.txt to determine how the superseded data were derived.
 GA2308
 GA2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA497046(NAD 83)
 GA2308_MARKER: DB = BENCH MARK DISK
 GA2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2308_STAMPING: M 45 1934
 GA2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2308+STABILITY: SURFACE MOTION
 GA2308
 GA2308  HISTORY     - Date     Condition        Report By
 GA2308  HISTORY     - 1934     MONUMENTED       CGS
 GA2308  HISTORY     - 1949     GOOD             NGS
 GA2308  HISTORY     - 1964     GOOD             NGS
 GA2308
 GA2308                          STATION DESCRIPTION
 GA2308
 GA2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GA2308'4 MI SW FROM LUTTRELL.
 GA2308'IN KNOX COUNTY, 4.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY
 GA2308'FROM THE STATION AT LUTTRELL, UNION COUNTY, AT CORRYTON, 7-1/2
 GA2308'RAILS NORTH OF THE NORTH END OF THE STATION, 36 RAILS NORTH OF
 GA2308'MILEPOST 17, 3-1/2 RAILS NORTH OF A ROAD CROSSING, 3 RAILS NORTH
 GA2308'OF THE SOUTHWEST FENCE CORNER OF THE RAILROAD YARDS, 10 FEET EAST
 GA2308'OF THE TRACK, AND 16 INCHES WEST OF THE FENCE.  A STANDARD DISK,
 GA2308'STAMPED M 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA2308
 GA2308                          STATION RECOVERY (1964)
 GA2308
 GA2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GA2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2687 ***********************************************************************
 GA2687  DESIGNATION -  M 46
 GA2687  PID         -  GA2687
 GA2687  STATE/COUNTY-  TN/CLAIBORNE
 GA2687  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2687
 GA2687                         *CURRENT SURVEY CONTROL
 GA2687  ___________________________________________________________________
 GA2687* NAD 83(1986)-  36 34 34.     (N)    083 40 55.     (W)     SCALED    
 GA2687* NAVD 88     -       380.034  (meters)    1246.83   (feet)  ADJUSTED  
 GA2687  ___________________________________________________________________
 GA2687  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2687  DYNAMIC HT  -         379.701 (meters)    1245.74  (feet)  COMP
 GA2687  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 GA2687
 GA2687  VERT ORDER  -  SECOND    CLASS 0
 GA2687
 GA2687.The horizontal coordinates were scaled from a topographic map and have
 GA2687.an estimated accuracy of +/- 6 seconds.
 GA2687
 GA2687.The orthometric height was determined by differential leveling
 GA2687.and adjusted by the National Geodetic Survey in June 1991..
 GA2687
 GA2687.The geoid height was determined by GEOID03.
 GA2687
 GA2687.The dynamic height is computed by dividing the NAVD 88
 GA2687.geopotential number by the normal gravity value computed on the
 GA2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2687.degrees latitude (g = 980.6199 gals.).
 GA2687
 GA2687.The modeled gravity was interpolated from observed gravity values.
 GA2687
 GA2687;                    North         East    Units  Estimated Accuracy
 GA2687;SPC TN       -   251,300.      807,460.      MT  (+/- 180 meters Scaled)
 GA2687
 GA2687                          SUPERSEDED SURVEY CONTROL
 GA2687
 GA2687  NGVD 29 (??/??/92)  380.179  (m)         1247.30   (f) ADJ UNCH    2 0
 GA2687
 GA2687.Superseded values are not recommended for survey control.
 GA2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2687.See file dsdata.txt to determine how the superseded data were derived.
 GA2687
 GA2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA600511(NAD 83)
 GA2687_MARKER: DB = BENCH MARK DISK
 GA2687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2687_SP_SET: CULVERT
 GA2687_STAMPING: M 46 1934
 GA2687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2687
 GA2687  HISTORY     - Date     Condition        Report By
 GA2687  HISTORY     - 1934     MONUMENTED       CGS
 GA2687
 GA2687                          STATION DESCRIPTION
 GA2687
 GA2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2687'1.7 MI S FROM CUMBERLAND GAP.
 GA2687'1.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA2687'CUMBERLAND GAP, CLAIBORNE COUNTY, 0.5 MILE SOUTH OF TIPRELL,
 GA2687'20 RAILS NORTH OF MILEPOST 63, AT A CULVERT, AND IN THE TOP OF
 GA2687'THE NORTH END OF THE WEST CONCRETE HEADWALL.  A STANDARD DISK,
 GA2687'STAMPED M 46 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1155 ***********************************************************************
 FB1155  DESIGNATION -  M 47
 FB1155  PID         -  FB1155
 FB1155  STATE/COUNTY-  TN/JEFFERSON
 FB1155  USGS QUAD   -  CHESTNUT HILL (1980)
 FB1155
 FB1155                         *CURRENT SURVEY CONTROL
 FB1155  ___________________________________________________________________
 FB1155* NAD 83(1986)-  35 57 18.     (N)    083 17 26.     (W)     SCALED    
 FB1155* NAVD 88     -       397.175  (meters)    1303.07   (feet)  ADJUSTED  
 FB1155  ___________________________________________________________________
 FB1155  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB1155  DYNAMIC HT  -         396.801 (meters)    1301.84  (feet)  COMP
 FB1155  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 FB1155
 FB1155  VERT ORDER  -  SECOND    CLASS 0
 FB1155
 FB1155.The horizontal coordinates were scaled from a topographic map and have
 FB1155.an estimated accuracy of +/- 6 seconds.
 FB1155
 FB1155.The orthometric height was determined by differential leveling
 FB1155.and adjusted by the National Geodetic Survey in June 1991..
 FB1155
 FB1155.The geoid height was determined by GEOID03.
 FB1155
 FB1155.The dynamic height is computed by dividing the NAVD 88
 FB1155.geopotential number by the normal gravity value computed on the
 FB1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1155.degrees latitude (g = 980.6199 gals.).
 FB1155
 FB1155.The modeled gravity was interpolated from observed gravity values.
 FB1155
 FB1155;                    North         East    Units  Estimated Accuracy
 FB1155;SPC TN       -   183,310.      844,390.      MT  (+/- 180 meters Scaled)
 FB1155
 FB1155                          SUPERSEDED SURVEY CONTROL
 FB1155
 FB1155  NGVD 29 (??/??/92)  397.335  (m)         1303.59   (f) ADJ UNCH    2 0
 FB1155
 FB1155.Superseded values are not recommended for survey control.
 FB1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1155.See file dsdata.txt to determine how the superseded data were derived.
 FB1155
 FB1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV934813(NAD 83)
 FB1155_MARKER: DB = BENCH MARK DISK
 FB1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1155_STAMPING: M 47 1934
 FB1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1155+STABILITY: SURFACE MOTION
 FB1155
 FB1155  HISTORY     - Date     Condition        Report By
 FB1155  HISTORY     - 1934     MONUMENTED       CGS
 FB1155  HISTORY     - 1961     GOOD             NGS
 FB1155
 FB1155                          STATION DESCRIPTION
 FB1155
 FB1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1155'7 MI SW FROM NEWPORT.
 FB1155'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND U.S. HIGHWAY
 FB1155'411, (ABOUT 5 MILES WEST OF NEWPORT), GO 1.95 MILES SOUTHWEST
 FB1155'ON U.S. HIGHWAY 411.  THE BENCH MARK IS ABOUT 0.05 MILE EAST OF
 FB1155'THE Y JUNCTION OF A TRACK ROAD LEADING SOUTH, ON MITCHEL STRAINS
 FB1155'PROPERTY, ABOUT 1.5 FT. SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FB1155'YARD AND 40 FT. NORTH OF THE CENTER OF U.S. HIGHWAY 411.  THE
 FB1155'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND
 FB1155'IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0968 ***********************************************************************
 GB0968  DESIGNATION -  M 48
 GB0968  PID         -  GB0968
 GB0968  STATE/COUNTY-  TN/FENTRESS
 GB0968  USGS QUAD   -  GRIMSLEY (1984)
 GB0968
 GB0968                         *CURRENT SURVEY CONTROL
 GB0968  ___________________________________________________________________
 GB0968* NAD 83(1986)-  36 22 17.     (N)    084 56 37.     (W)     SCALED    
 GB0968* NAVD 88     -       511.184  (meters)    1677.11   (feet)  ADJUSTED  
 GB0968  ___________________________________________________________________
 GB0968  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GB0968  DYNAMIC HT  -         510.734 (meters)    1675.63  (feet)  COMP
 GB0968  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GB0968
 GB0968  VERT ORDER  -  SECOND    CLASS 0
 GB0968
 GB0968.The horizontal coordinates were scaled from a topographic map and have
 GB0968.an estimated accuracy of +/- 6 seconds.
 GB0968
 GB0968.The orthometric height was determined by differential leveling
 GB0968.and adjusted by the National Geodetic Survey in June 1991..
 GB0968
 GB0968.The geoid height was determined by GEOID03.
 GB0968
 GB0968.The dynamic height is computed by dividing the NAVD 88
 GB0968.geopotential number by the normal gravity value computed on the
 GB0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0968.degrees latitude (g = 980.6199 gals.).
 GB0968
 GB0968.The modeled gravity was interpolated from observed gravity values.
 GB0968
 GB0968;                    North         East    Units  Estimated Accuracy
 GB0968;SPC TN       -   226,640.      694,800.      MT  (+/- 180 meters Scaled)
 GB0968
 GB0968                          SUPERSEDED SURVEY CONTROL
 GB0968
 GB0968  NGVD 29 (??/??/92)  511.289  (m)         1677.45   (f) ADJ UNCH    2 0
 GB0968
 GB0968.Superseded values are not recommended for survey control.
 GB0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0968.See file dsdata.txt to determine how the superseded data were derived.
 GB0968
 GB0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF844271(NAD 83)
 GB0968_MARKER: DB = BENCH MARK DISK
 GB0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0968_STAMPING: M 48 1934
 GB0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0968+STABILITY: SURFACE MOTION
 GB0968
 GB0968  HISTORY     - Date     Condition        Report By
 GB0968  HISTORY     - 1934     MONUMENTED       CGS
 GB0968
 GB0968                          STATION DESCRIPTION
 GB0968
 GB0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0968'7.8 MI NE FROM GRIMSLEY.
 GB0968'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM GRIMSLEY,
 GB0968'FENTRESS COUNTY, 400 FEET NORTHEAST OF A SMALL STORE AND LUNCH
 GB0968'COUNTER, OPPOSITE A SAWMILL, AND 26 FEET EAST OF THE CENTERLINE
 GB0968'OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 48 1934 AND SET
 GB0968'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0536 ***********************************************************************
 GB0536  DESIGNATION -  M 49
 GB0536  PID         -  GB0536
 GB0536  STATE/COUNTY-  TN/SCOTT
 GB0536  USGS QUAD   -  HUNTSVILLE (1987)
 GB0536
 GB0536                         *CURRENT SURVEY CONTROL
 GB0536  ___________________________________________________________________
 GB0536* NAD 83(1986)-  36 24 13.     (N)    084 26 59.     (W)     SCALED    
 GB0536* NAVD 88     -       364.029  (meters)    1194.32   (feet)  ADJUSTED  
 GB0536  ___________________________________________________________________
 GB0536  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GB0536  DYNAMIC HT  -         363.721 (meters)    1193.31  (feet)  COMP
 GB0536  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 GB0536
 GB0536  VERT ORDER  -  SECOND    CLASS 0
 GB0536
 GB0536.The horizontal coordinates were scaled from a topographic map and have
 GB0536.an estimated accuracy of +/- 6 seconds.
 GB0536
 GB0536.The orthometric height was determined by differential leveling
 GB0536.and adjusted by the National Geodetic Survey in June 1991..
 GB0536
 GB0536.The geoid height was determined by GEOID03.
 GB0536
 GB0536.The dynamic height is computed by dividing the NAVD 88
 GB0536.geopotential number by the normal gravity value computed on the
 GB0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0536.degrees latitude (g = 980.6199 gals.).
 GB0536
 GB0536.The modeled gravity was interpolated from observed gravity values.
 GB0536
 GB0536;                    North         East    Units  Estimated Accuracy
 GB0536;SPC TN       -   230,800.      739,060.      MT  (+/- 180 meters Scaled)
 GB0536
 GB0536                          SUPERSEDED SURVEY CONTROL
 GB0536
 GB0536  NGVD 29 (??/??/92)  364.158  (m)         1194.74   (f) ADJ UNCH    2 0
 GB0536
 GB0536.Superseded values are not recommended for survey control.
 GB0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0536.See file dsdata.txt to determine how the superseded data were derived.
 GB0536
 GB0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF286317(NAD 83)
 GB0536_MARKER: DB = BENCH MARK DISK
 GB0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0536_SP_SET: BRIDGE
 GB0536_STAMPING: M 49 1934
 GB0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0536
 GB0536  HISTORY     - Date     Condition        Report By
 GB0536  HISTORY     - 1934     MONUMENTED       CGS
 GB0536
 GB0536                          STATION DESCRIPTION
 GB0536
 GB0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0536'2.3 MI E FROM HUNTSVILLE.
 GB0536'2.3 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT COUNTY,
 GB0536'AT THE BRIDGE OVER PAINT ROCK CREEK, AND IN THE TOP OF THE
 GB0536'SOUTHEAST CONCRETE WING WALL.  A STANDARD DISK, STAMPED M 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0585 ***********************************************************************
 GB0585  DESIGNATION -  M 50
 GB0585  PID         -  GB0585
 GB0585  STATE/COUNTY-  TN/ANDERSON
 GB0585  USGS QUAD   -  LAKE CITY (1973)
 GB0585
 GB0585                         *CURRENT SURVEY CONTROL
 GB0585  ___________________________________________________________________
 GB0585* NAD 83(1986)-  36 08 31.     (N)    084 07 39.     (W)     SCALED    
 GB0585* NAVD 88     -       254.165  (meters)     833.87   (feet)  ADJUSTED  
 GB0585  ___________________________________________________________________
 GB0585  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB0585  DYNAMIC HT  -         253.935 (meters)     833.12  (feet)  COMP
 GB0585  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GB0585
 GB0585  VERT ORDER  -  SECOND    CLASS 0
 GB0585
 GB0585.The horizontal coordinates were scaled from a topographic map and have
 GB0585.an estimated accuracy of +/- 6 seconds.
 GB0585
 GB0585.The orthometric height was determined by differential leveling
 GB0585.and adjusted by the National Geodetic Survey in June 1991..
 GB0585
 GB0585.The geoid height was determined by GEOID03.
 GB0585
 GB0585.The dynamic height is computed by dividing the NAVD 88
 GB0585.geopotential number by the normal gravity value computed on the
 GB0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0585.degrees latitude (g = 980.6199 gals.).
 GB0585
 GB0585.The modeled gravity was interpolated from observed gravity values.
 GB0585
 GB0585;                    North         East    Units  Estimated Accuracy
 GB0585;SPC TN       -   202,280.      768,510.      MT  (+/- 180 meters Scaled)
 GB0585
 GB0585                          SUPERSEDED SURVEY CONTROL
 GB0585
 GB0585  NGVD 29 (??/??/92)  254.302  (m)          834.32   (f) ADJ UNCH    2 0
 GB0585
 GB0585.Superseded values are not recommended for survey control.
 GB0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0585.See file dsdata.txt to determine how the superseded data were derived.
 GB0585
 GB0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF584035(NAD 83)
 GB0585_MARKER: DB = BENCH MARK DISK
 GB0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0585_STAMPING: M 50 1934
 GB0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0585+STABILITY: SURFACE MOTION
 GB0585
 GB0585  HISTORY     - Date     Condition        Report By
 GB0585  HISTORY     - 1934     MONUMENTED       CGS
 GB0585  HISTORY     - 1949     GOOD             NGS
 GB0585
 GB0585                          STATION DESCRIPTION
 GB0585
 GB0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0585'3.2 MI N FROM CLINTON.
 GB0585'3.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0585'AT CLINTON, ANDERSON COUNTY, 13 RAILS NORTH OF MILEPOST 24,
 GB0585'55 FEET SOUTH OF THE CROSSING OF A SMALL STREAM, 79.2 FEET
 GB0585'NORTHWEST OF A 16-INCH ELM TREE, 63.6 FEET NORTHEAST OF A
 GB0585'SMALL STREAM, 79.2 FEET NORTHWEST OF A 16-INCH PARADISE TREE,
 GB0585'AND 11.4 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 GB0585'M 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2610 ***********************************************************************
 GA2610  DESIGNATION -  M 51
 GA2610  PID         -  GA2610
 GA2610  STATE/COUNTY-  TN/CAMPBELL
 GA2610  USGS QUAD   -  EAGAN (1953)
 GA2610
 GA2610                         *CURRENT SURVEY CONTROL
 GA2610  ___________________________________________________________________
 GA2610* NAD 83(1986)-  36 32 47.     (N)    083 59 36.     (W)     SCALED    
 GA2610* NAVD 88     -       331.246  (meters)    1086.76   (feet)  ADJUSTED  
 GA2610  ___________________________________________________________________
 GA2610  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 GA2610  DYNAMIC HT  -         330.958 (meters)    1085.82  (feet)  COMP
 GA2610  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 GA2610
 GA2610  VERT ORDER  -  SECOND    CLASS 0
 GA2610
 GA2610.The horizontal coordinates were scaled from a topographic map and have
 GA2610.an estimated accuracy of +/- 6 seconds.
 GA2610
 GA2610.The orthometric height was determined by differential leveling
 GA2610.and adjusted by the National Geodetic Survey in June 1991..
 GA2610
 GA2610.The geoid height was determined by GEOID03.
 GA2610
 GA2610.The dynamic height is computed by dividing the NAVD 88
 GA2610.geopotential number by the normal gravity value computed on the
 GA2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2610.degrees latitude (g = 980.6199 gals.).
 GA2610
 GA2610.The modeled gravity was interpolated from observed gravity values.
 GA2610
 GA2610;                    North         East    Units  Estimated Accuracy
 GA2610;SPC TN       -   247,390.      779,660.      MT  (+/- 180 meters Scaled)
 GA2610
 GA2610                          SUPERSEDED SURVEY CONTROL
 GA2610
 GA2610  NGVD 29 (??/??/92)  331.391  (m)         1087.24   (f) ADJ UNCH    2 0
 GA2610
 GA2610.Superseded values are not recommended for survey control.
 GA2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2610.See file dsdata.txt to determine how the superseded data were derived.
 GA2610
 GA2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA320487(NAD 83)
 GA2610_MARKER: DB = BENCH MARK DISK
 GA2610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA2610_SP_SET: BRIDGE
 GA2610_STAMPING: M 51 1934
 GA2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2610
 GA2610  HISTORY     - Date     Condition        Report By
 GA2610  HISTORY     - 1934     MONUMENTED       CGS
 GA2610  HISTORY     - 1935     GOOD             NGS
 GA2610
 GA2610                          STATION DESCRIPTION
 GA2610
 GA2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA2610'0.3 MI W FROM ANTHRAS.
 GA2610'0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM ANTHRAS, CAMPBELL
 GA2610'COUNTY, AT THE STATE HIGHWAY BRIDGE OVER CLEAR FORK CREEK, IN
 GA2610'THE TOP OF THE NORTHWEST WING WALL OF THE NORTH ABUTMENT, AND 45
 GA2610'FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED M 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0385 ***********************************************************************
 GA0385  DESIGNATION -  M 52
 GA0385  PID         -  GA0385
 GA0385  STATE/COUNTY-  TN/WASHINGTON
 GA0385  USGS QUAD   -  JOHNSON CITY (1968)
 GA0385
 GA0385                         *CURRENT SURVEY CONTROL
 GA0385  ___________________________________________________________________
 GA0385* NAD 83(1986)-  36 18 14.     (N)    082 20 18.     (W)     SCALED    
 GA0385* NAVD 88     -       509.411  (meters)    1671.29   (feet)  ADJUSTED  
 GA0385  ___________________________________________________________________
 GA0385  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0385  DYNAMIC HT  -         508.927 (meters)    1669.70  (feet)  COMP
 GA0385  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 GA0385
 GA0385  VERT ORDER  -  SECOND    CLASS 0
 GA0385
 GA0385.The horizontal coordinates were scaled from a topographic map and have
 GA0385.an estimated accuracy of +/- 6 seconds.
 GA0385
 GA0385.The orthometric height was determined by differential leveling
 GA0385.and adjusted by the National Geodetic Survey in June 1991..
 GA0385
 GA0385.The geoid height was determined by GEOID03.
 GA0385
 GA0385.The dynamic height is computed by dividing the NAVD 88
 GA0385.geopotential number by the normal gravity value computed on the
 GA0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0385.degrees latitude (g = 980.6199 gals.).
 GA0385
 GA0385.The modeled gravity was interpolated from observed gravity values.
 GA0385
 GA0385;                    North         East    Units  Estimated Accuracy
 GA0385;SPC TN       -   224,790.      928,800.      MT  (+/- 180 meters Scaled)
 GA0385
 GA0385                          SUPERSEDED SURVEY CONTROL
 GA0385
 GA0385  NGVD 29 (??/??/92)  509.553  (m)         1671.76   (f) ADJ UNCH    2 0
 GA0385
 GA0385.Superseded values are not recommended for survey control.
 GA0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0385.See file dsdata.txt to determine how the superseded data were derived.
 GA0385
 GA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA798184(NAD 83)
 GA0385_MARKER: DB = BENCH MARK DISK
 GA0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0385_STAMPING: M 52 1934
 GA0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0385+STABILITY: SURFACE MOTION
 GA0385
 GA0385  HISTORY     - Date     Condition        Report By
 GA0385  HISTORY     - 1934     MONUMENTED       CGS
 GA0385  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0385
 GA0385                          STATION DESCRIPTION
 GA0385
 GA0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0385'1.9 MI S FROM JOHNSON CITY.
 GA0385'1.9 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD FROM THE STATION AT
 GA0385'JOHNSON CITY, WASHINGTON COUNTY, 9-1/2 RAILS SOUTH OF THE
 GA0385'UNDERPASS OF U.S. HIGHWAY 19 W, 6 RAILS NORTH OF A BRIDGE, 18 FEET
 GA0385'WEST OF THE CENTERLINE OF THE TRACK, AND 15 FEET NORTHEAST OF A
 GA0385'POLE.  A STANDARD DISK, STAMPED M 52 1934 AND SET IN THE TOP OF A
 GA0385'CONCRETE POST.
 GA0385
 GA0385                          STATION RECOVERY (2001)
 GA0385
 GA0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0389 ***********************************************************************
 FC0389  DESIGNATION -  M 53
 FC0389  PID         -  FC0389
 FC0389  STATE/COUNTY-  TN/BRADLEY
 FC0389  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0389
 FC0389                         *CURRENT SURVEY CONTROL
 FC0389  ___________________________________________________________________
 FC0389* NAD 83(1986)-  35 12 29.     (N)    084 48 19.     (W)     SCALED    
 FC0389* NAVD 88     -       243.036  (meters)     797.36   (feet)  ADJUSTED  
 FC0389  ___________________________________________________________________
 FC0389  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0389  DYNAMIC HT  -         242.797 (meters)     796.58  (feet)  COMP
 FC0389  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 FC0389
 FC0389  VERT ORDER  -  FIRST     CLASS I
 FC0389
 FC0389.The horizontal coordinates were scaled from a topographic map and have
 FC0389.an estimated accuracy of +/- 6 seconds.
 FC0389
 FC0389.The orthometric height was determined by differential leveling
 FC0389.and adjusted by the National Geodetic Survey in June 1991..
 FC0389
 FC0389.The geoid height was determined by GEOID03.
 FC0389
 FC0389.The dynamic height is computed by dividing the NAVD 88
 FC0389.geopotential number by the normal gravity value computed on the
 FC0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0389.degrees latitude (g = 980.6199 gals.).
 FC0389
 FC0389.The modeled gravity was interpolated from observed gravity values.
 FC0389
 FC0389;                    North         East    Units  Estimated Accuracy
 FC0389;SPC TN       -    97,720.      708,790.      MT  (+/- 180 meters Scaled)
 FC0389
 FC0389                          SUPERSEDED SURVEY CONTROL
 FC0389
 FC0389  NGVD 29 (??/??/92)  243.061  (m)          797.44   (f) ADJ UNCH    1 1
 FC0389
 FC0389.Superseded values are not recommended for survey control.
 FC0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0389.See file dsdata.txt to determine how the superseded data were derived.
 FC0389
 FC0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD997983(NAD 83)
 FC0389_MARKER: DD = SURVEY DISK
 FC0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0389_SP_SET: CULVERT
 FC0389_STAMPING: TENN M 53 23
 FC0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0389
 FC0389  HISTORY     - Date     Condition        Report By
 FC0389  HISTORY     - UNK      MONUMENTED       USGS
 FC0389  HISTORY     - 1968     GOOD             NGS
 FC0389  HISTORY     - 1983     GOOD             USPSQD
 FC0389
 FC0389                          STATION DESCRIPTION
 FC0389
 FC0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0389'5.7 MI NE FROM CLEVELAND.
 FC0389'ABOUT 5.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0389'STATION AT CLEVELAND, ABOUT 0.2 MILE SOUTHWEST OF A BLACKTOP
 FC0389'ROAD CROSSING AT THE SMALL VILLAGE OF TASSO, ABOUT 0.1 MILE
 FC0389'NORTHEAST OF MILEPOST 207, SET IN THE TOP AND DIRECTLEY IN THE
 FC0389'CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF TWO 24-INCH PIPES
 FC0389'FORMING A CULVERT UNDER THE TRACK, 19.8 FEET NORTHWEST OF AND
 FC0389'ACROSS A SIDE-TRACK FROM THE NORTHWEST RAIL OF THE MAIN TRACK,
 FC0389'6.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SIDETRACK AND
 FC0389'ABOUT 2 FEET BELOW THE LEVEL OF THE MAIN TRACK.
 FC0389
 FC0389                          STATION RECOVERY (1983)
 FC0389
 FC0389'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1323 ***********************************************************************
 FB1323  DESIGNATION -  M 54
 FB1323  PID         -  FB1323
 FB1323  STATE/COUNTY-  TN/COCKE
 FB1323  USGS QUAD   -  WATERVILLE (1968)
 FB1323
 FB1323                         *CURRENT SURVEY CONTROL
 FB1323  ___________________________________________________________________
 FB1323* NAD 83(1986)-  35 51 05.     (N)    083 06 05.     (W)     SCALED    
 FB1323* NAVD 88     -       515.97   (+/-2cm)    1692.8    (feet)  VERTCON   
 FB1323  ___________________________________________________________________
 FB1323  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1323
 FB1323  VERT ORDER  -  ? (See Below)
 FB1323
 FB1323.The horizontal coordinates were scaled from a topographic map and have
 FB1323.an estimated accuracy of +/- 6 seconds.
 FB1323
 FB1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1323.The vertical order pertains to the NGVD 29 superseded value.
 FB1323
 FB1323.The geoid height was determined by GEOID03.
 FB1323
 FB1323;                    North         East    Units  Estimated Accuracy
 FB1323;SPC TN       -   172,300.      861,790.      MT  (+/- 180 meters Scaled)
 FB1323
 FB1323                          SUPERSEDED SURVEY CONTROL
 FB1323
 FB1323  NGVD 29 (??/??/92)  516.114  (m)         1693.28   (f) ADJ UNCH    ?  
 FB1323
 FB1323.Superseded values are not recommended for survey control.
 FB1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1323.See file dsdata.txt to determine how the superseded data were derived.
 FB1323
 FB1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV102695(NAD 83)
 FB1323_MARKER: Q = CHISELED SQUARE
 FB1323_SETTING: 80 = SET IN A BOULDER
 FB1323_SP_SET: BOULDER
 FB1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1323+STABILITY: SURFACE MOTION
 FB1323
 FB1323  HISTORY     - Date     Condition        Report By
 FB1323  HISTORY     - UNK      MONUMENTED       TVA
 FB1323  HISTORY     - 1938     GOOD             TVA
 FB1323
 FB1323                          STATION DESCRIPTION
 FB1323
 FB1323'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1323'11.2 MI SW FROM DEL RIO.
 FB1323'11.2 MILES SOUTHWEST ALONG FIFTEENTH ROAD AND TENTH ROAD FROM
 FB1323'THE JUNCTION OF STATE HIGHWAY 107, 1 MILE SOUTH OF DEL RIO,
 FB1323'COCKE COUNTY, AT RAVEN FORK, 100 FEET SOUTH OF A MILL BUILDING,
 FB1323'JUST WEST OF A T-ROAD JUNCTION, ON THE EAST SIDE OF THE ROAD,
 FB1323'AND ON THE HIGH POINT OF A BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0159 ***********************************************************************
 FC0159  DESIGNATION -  M 54
 FC0159  PID         -  FC0159
 FC0159  STATE/COUNTY-  TN/MONROE
 FC0159  USGS QUAD   -  TALLASSEE (1985)
 FC0159
 FC0159                         *CURRENT SURVEY CONTROL
 FC0159  ___________________________________________________________________
 FC0159* NAD 83(1986)-  35 33 47.     (N)    084 06 46.     (W)     SCALED    
 FC0159* NAVD 88     -       249.605  (meters)     818.91   (feet)  ADJUSTED  
 FC0159  ___________________________________________________________________
 FC0159  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FC0159  DYNAMIC HT  -         249.366 (meters)     818.13  (feet)  COMP
 FC0159  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 FC0159
 FC0159  VERT ORDER  -  SECOND    CLASS 0
 FC0159
 FC0159.The horizontal coordinates were scaled from a topographic map and have
 FC0159.an estimated accuracy of +/- 6 seconds.
 FC0159
 FC0159.The orthometric height was determined by differential leveling
 FC0159.and adjusted by the National Geodetic Survey in June 1991..
 FC0159
 FC0159.The geoid height was determined by GEOID03.
 FC0159
 FC0159.The dynamic height is computed by dividing the NAVD 88
 FC0159.geopotential number by the normal gravity value computed on the
 FC0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0159.degrees latitude (g = 980.6199 gals.).
 FC0159
 FC0159.The modeled gravity was interpolated from observed gravity values.
 FC0159
 FC0159;                    North         East    Units  Estimated Accuracy
 FC0159;SPC TN       -   138,090.      771,080.      MT  (+/- 180 meters Scaled)
 FC0159
 FC0159                          SUPERSEDED SURVEY CONTROL
 FC0159
 FC0159  NGVD 29 (??/??/92)  249.727  (m)          819.31   (f) ADJ UNCH    2 0
 FC0159
 FC0159.Superseded values are not recommended for survey control.
 FC0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0159.See file dsdata.txt to determine how the superseded data were derived.
 FC0159
 FC0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE616393(NAD 83)
 FC0159_MARKER: DB = BENCH MARK DISK
 FC0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0159_STAMPING: M 54 1934
 FC0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0159+STABILITY: SURFACE MOTION
 FC0159
 FC0159  HISTORY     - Date     Condition        Report By
 FC0159  HISTORY     - 1934     MONUMENTED       CGS
 FC0159
 FC0159                          STATION DESCRIPTION
 FC0159
 FC0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC0159'AT BACONS FERRY.
 FC0159'AT BACONS FERRY, MONROE COUNTY, 45 FEET NORTH OF THE NORTH END
 FC0159'OF THE ABANDONED SOUTHERN RAILWAY STATION, 120 FEET SOUTH OF
 FC0159'MILEPOST 18, 40 FEET NORTH OF THE GATE TO A FARMHOUSE, ON THE
 FC0159'BANK EAST OF THE DITCH, AND 18 FEET EAST OF THE CENTERLINE
 FC0159'OF THE TRACK.  A STANDARD DISK, STAMPED M 54 1934 AND SET IN
 FC0159'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 FC0159'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0410 ***********************************************************************
 FC0410  DESIGNATION -  M 54
 FC0410  PID         -  FC0410
 FC0410  STATE/COUNTY-  TN/BRADLEY
 FC0410  USGS QUAD   -  CHARLESTON (1980)
 FC0410
 FC0410                         *CURRENT SURVEY CONTROL
 FC0410  ___________________________________________________________________
 FC0410* NAD 83(1986)-  35 17 18.     (N)    084 45 10.     (W)     SCALED    
 FC0410* NAVD 88     -       216.305  (meters)     709.66   (feet)  ADJUSTED  
 FC0410  ___________________________________________________________________
 FC0410  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0410  DYNAMIC HT  -         216.093 (meters)     708.97  (feet)  COMP
 FC0410  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 FC0410
 FC0410  VERT ORDER  -  FIRST     CLASS I
 FC0410
 FC0410.The horizontal coordinates were scaled from a topographic map and have
 FC0410.an estimated accuracy of +/- 6 seconds.
 FC0410
 FC0410.The orthometric height was determined by differential leveling
 FC0410.and adjusted by the National Geodetic Survey in June 1991..
 FC0410
 FC0410.The geoid height was determined by GEOID03.
 FC0410
 FC0410.The dynamic height is computed by dividing the NAVD 88
 FC0410.geopotential number by the normal gravity value computed on the
 FC0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0410.degrees latitude (g = 980.6199 gals.).
 FC0410
 FC0410.The modeled gravity was interpolated from observed gravity values.
 FC0410
 FC0410;                    North         East    Units  Estimated Accuracy
 FC0410;SPC TN       -   106,680.      713,450.      MT  (+/- 180 meters Scaled)
 FC0410
 FC0410                          SUPERSEDED SURVEY CONTROL
 FC0410
 FC0410  NGVD 29 (??/??/92)  216.341  (m)          709.78   (f) ADJ UNCH    1 1
 FC0410
 FC0410.Superseded values are not recommended for survey control.
 FC0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0410.See file dsdata.txt to determine how the superseded data were derived.
 FC0410
 FC0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE043073(NAD 83)
 FC0410_MARKER: DD = SURVEY DISK
 FC0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0410_SP_SET: BRIDGE
 FC0410_STAMPING: TENN M 23
 FC0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0410
 FC0410  HISTORY     - Date     Condition        Report By
 FC0410  HISTORY     - UNK      MONUMENTED       USGS
 FC0410  HISTORY     - 1968     GOOD             NGS
 FC0410
 FC0410                          STATION DESCRIPTION
 FC0410
 FC0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FC0410'AT CHARLESTON.
 FC0410'AT CHARLESTON, ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN
 FC0410'RAILWAY FROM THE STATION, SET IN THE TOP OF THE NORTHWEST END
 FC0410'OF THE SOUTHWEST ABUTMENT OF THE RAILWAY BRIDGE OVER THE HIWASSEE
 FC0410'RIVER, 12 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 1/2 FEET
 FC0410'SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT AND ABOUT 6 FEET
 FC0410'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1569 ***********************************************************************
 GA1569  DESIGNATION -  M 55
 GA1569  PID         -  GA1569
 GA1569  STATE/COUNTY-  TN/HAWKINS
 GA1569  USGS QUAD   -  KYLES FORD (1969)
 GA1569
 GA1569                         *CURRENT SURVEY CONTROL
 GA1569  ___________________________________________________________________
 GA1569* NAD 83(1986)-  36 30 20.     (N)    083 01 23.     (W)     SCALED    
 GA1569* NAVD 88     -       601.386  (meters)    1973.05   (feet)  ADJUSTED  
 GA1569  ___________________________________________________________________
 GA1569  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA1569  DYNAMIC HT  -         600.843 (meters)    1971.27  (feet)  COMP
 GA1569  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GA1569
 GA1569  VERT ORDER  -  SECOND    CLASS 0
 GA1569
 GA1569.The horizontal coordinates were scaled from a topographic map and have
 GA1569.an estimated accuracy of +/- 6 seconds.
 GA1569
 GA1569.The orthometric height was determined by differential leveling
 GA1569.and adjusted by the National Geodetic Survey in June 1991..
 GA1569
 GA1569.The geoid height was determined by GEOID03.
 GA1569
 GA1569.The dynamic height is computed by dividing the NAVD 88
 GA1569.geopotential number by the normal gravity value computed on the
 GA1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1569.degrees latitude (g = 980.6199 gals.).
 GA1569
 GA1569.The modeled gravity was interpolated from observed gravity values.
 GA1569
 GA1569;                    North         East    Units  Estimated Accuracy
 GA1569;SPC TN       -   245,070.      866,650.      MT  (+/- 180 meters Scaled)
 GA1569
 GA1569                          SUPERSEDED SURVEY CONTROL
 GA1569
 GA1569  NGVD 29 (??/??/92)  601.532  (m)         1973.53   (f) ADJ UNCH    2 0
 GA1569
 GA1569.Superseded values are not recommended for survey control.
 GA1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1569.See file dsdata.txt to determine how the superseded data were derived.
 GA1569
 GA1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA188419(NAD 83)
 GA1569_MARKER: DB = BENCH MARK DISK
 GA1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1569_STAMPING: M 55 1934
 GA1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1569+STABILITY: SURFACE MOTION
 GA1569
 GA1569  HISTORY     - Date     Condition        Report By
 GA1569  HISTORY     - 1934     MONUMENTED       CGS
 GA1569  HISTORY     - 1935     GOOD             NGS
 GA1569
 GA1569                          STATION DESCRIPTION
 GA1569
 GA1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1569'12.4 MI N FROM ROGERSVILLE.
 GA1569'12.4 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE,
 GA1569'HAWKINS COUNTY, 50 YARDS SOUTH OF THE SUMMIT OF CLINCH MOUNTAIN,
 GA1569'20 FEET NORTH OF AN OLD FRAME BARN, AT THE BOTTOM OF A BANK,
 GA1569'AND 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GA1569'DISK, STAMPED M 55 1934 AND SET IN THE TOP OF A CONCRETE
 GA1569'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0749 ***********************************************************************
 GA0749  DESIGNATION -  M 56
 GA0749  PID         -  GA0749
 GA0749  STATE/COUNTY-  TN/GREENE
 GA0749  USGS QUAD   -  GREENEVILLE (1961)
 GA0749
 GA0749                         *CURRENT SURVEY CONTROL
 GA0749  ___________________________________________________________________
 GA0749* NAD 83(1986)-  36 11 26.     (N)    082 46 42.     (W)     SCALED    
 GA0749* NAVD 88     -       483.781  (meters)    1587.20   (feet)  ADJUSTED  
 GA0749  ___________________________________________________________________
 GA0749  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0749  DYNAMIC HT  -         483.323 (meters)    1585.70  (feet)  COMP
 GA0749  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 GA0749
 GA0749  VERT ORDER  -  SECOND    CLASS 0
 GA0749
 GA0749.The horizontal coordinates were scaled from a topographic map and have
 GA0749.an estimated accuracy of +/- 6 seconds.
 GA0749
 GA0749.The orthometric height was determined by differential leveling
 GA0749.and adjusted by the National Geodetic Survey in June 1991..
 GA0749
 GA0749.The geoid height was determined by GEOID03.
 GA0749
 GA0749.The dynamic height is computed by dividing the NAVD 88
 GA0749.geopotential number by the normal gravity value computed on the
 GA0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0749.degrees latitude (g = 980.6199 gals.).
 GA0749
 GA0749.The modeled gravity was interpolated from observed gravity values.
 GA0749
 GA0749;                    North         East    Units  Estimated Accuracy
 GA0749;SPC TN       -   210,830.      889,720.      MT  (+/- 180 meters Scaled)
 GA0749
 GA0749                          SUPERSEDED SURVEY CONTROL
 GA0749
 GA0749  NGVD 29 (??/??/92)  483.907  (m)         1587.62   (f) ADJ UNCH    2 0
 GA0749
 GA0749.Superseded values are not recommended for survey control.
 GA0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0749.See file dsdata.txt to determine how the superseded data were derived.
 GA0749
 GA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA401065(NAD 83)
 GA0749_MARKER: DB = BENCH MARK DISK
 GA0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0749_STAMPING: M 56 1934
 GA0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0749+STABILITY: SURFACE MOTION
 GA0749
 GA0749  HISTORY     - Date     Condition        Report By
 GA0749  HISTORY     - 1934     MONUMENTED       CGS
 GA0749  HISTORY     - 1950     GOOD             TVA
 GA0749
 GA0749                          STATION DESCRIPTION
 GA0749
 GA0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0749'3.8 MI NE FROM GREENEVILLE.
 GA0749'3.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA0749'AT GREENEVILLE, GREENE COUNTY, AT MILEAGE 52.9, 57 FEET EAST OF
 GA0749'A CROSSING, 24 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND
 GA0749'1 FOOT NORTH OF A FENCE.  59.9 FEET SOUTHEAST OF NAIL AND BOTTLE
 GA0749'CAP IN TELEPHONE POLE.  1.7 FEET NORTHEAST OF STEEL WITNESS
 GA0749'POST.  A STANDARD DISK, STAMPED M 56 1934 AND SET IN THE TOP
 GA0749'OF A CONCRETE POST.
 GA0749
 GA0749                          STATION RECOVERY (1950)
 GA0749
 GA0749'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1325 ***********************************************************************
 FB1325  DESIGNATION -  M 57
 FB1325  PID         -  FB1325
 FB1325  STATE/COUNTY-  TN/COCKE
 FB1325  USGS QUAD   -  WATERVILLE (1968)
 FB1325
 FB1325                         *CURRENT SURVEY CONTROL
 FB1325  ___________________________________________________________________
 FB1325* NAD 83(1986)-  35 51 04.     (N)    083 06 00.     (W)     SCALED    
 FB1325* NAVD 88     -       519.04   (+/-2cm)    1702.9    (feet)  VERTCON   
 FB1325  ___________________________________________________________________
 FB1325  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB1325
 FB1325  VERT ORDER  -  ? (See Below)
 FB1325
 FB1325.The horizontal coordinates were scaled from a topographic map and have
 FB1325.an estimated accuracy of +/- 6 seconds.
 FB1325
 FB1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1325.The vertical order pertains to the NGVD 29 superseded value.
 FB1325
 FB1325.The geoid height was determined by GEOID03.
 FB1325
 FB1325;                    North         East    Units  Estimated Accuracy
 FB1325;SPC TN       -   172,280.      861,910.      MT  (+/- 180 meters Scaled)
 FB1325
 FB1325                          SUPERSEDED SURVEY CONTROL
 FB1325
 FB1325  NGVD 29 (??/??/92)  519.181  (m)         1703.35   (f) ADJ UNCH    ?  
 FB1325
 FB1325.Superseded values are not recommended for survey control.
 FB1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1325.See file dsdata.txt to determine how the superseded data were derived.
 FB1325
 FB1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV103694(NAD 83)
 FB1325_MARKER: Q = CHISELED SQUARE
 FB1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1325_SP_SET: BUILDING
 FB1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1325
 FB1325  HISTORY     - Date     Condition        Report By
 FB1325  HISTORY     - UNK      MONUMENTED       TVA
 FB1325  HISTORY     - 1938     GOOD             TVA
 FB1325
 FB1325                          STATION DESCRIPTION
 FB1325
 FB1325'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1325'11.2 MI SW FROM DEL RIO.
 FB1325'11.2 MILES SOUTHWEST ALONG FIFTEENTH ROAD AND TENTH ROAD FROM
 FB1325'THE JUNCTION OF STATE HIGHWAY 107, 1 MILE SOUTH OF DEL RIO,
 FB1325'COCKE COUNTY, 0.6 MILE SOUTHEAST ALONG THE RAVEN BRANCH ROAD,
 FB1325'AT RAVEN BRANCH, AT THE RAWLINS STORE, AT A GARAGE ADJOINING
 FB1325'THE STORE, AND ON THE CONCRETE RETAINING WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0635 ***********************************************************************
 GA0635  DESIGNATION -  M 57
 GA0635  PID         -  GA0635
 GA0635  STATE/COUNTY-  TN/WASHINGTON
 GA0635  USGS QUAD   -  BOONE DAM (1968)
 GA0635
 GA0635                         *CURRENT SURVEY CONTROL
 GA0635  ___________________________________________________________________
 GA0635* NAD 83(1986)-  36 24 16.     (N)    082 26 41.     (W)     SCALED    
 GA0635* NAVD 88     -       479.466  (meters)    1573.05   (feet)  ADJUSTED  
 GA0635  ___________________________________________________________________
 GA0635  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0635  DYNAMIC HT  -         479.016 (meters)    1571.57  (feet)  COMP
 GA0635  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 GA0635
 GA0635  VERT ORDER  -  SECOND    CLASS 0
 GA0635
 GA0635.The horizontal coordinates were scaled from a topographic map and have
 GA0635.an estimated accuracy of +/- 6 seconds.
 GA0635
 GA0635.The orthometric height was determined by differential leveling
 GA0635.and adjusted by the National Geodetic Survey in June 1991..
 GA0635
 GA0635.The geoid height was determined by GEOID03.
 GA0635
 GA0635.The dynamic height is computed by dividing the NAVD 88
 GA0635.geopotential number by the normal gravity value computed on the
 GA0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0635.degrees latitude (g = 980.6199 gals.).
 GA0635
 GA0635.The modeled gravity was interpolated from observed gravity values.
 GA0635
 GA0635;                    North         East    Units  Estimated Accuracy
 GA0635;SPC TN       -   235,580.      918,840.      MT  (+/- 180 meters Scaled)
 GA0635
 GA0635                          SUPERSEDED SURVEY CONTROL
 GA0635
 GA0635  NGVD 29 (??/??/92)  479.610  (m)         1573.52   (f) ADJ UNCH    2 0
 GA0635
 GA0635.Superseded values are not recommended for survey control.
 GA0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0635.See file dsdata.txt to determine how the superseded data were derived.
 GA0635
 GA0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA704297(NAD 83)
 GA0635_MARKER: DB = BENCH MARK DISK
 GA0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0635_STAMPING: M 57 1934
 GA0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0635+STABILITY: SURFACE MOTION
 GA0635
 GA0635  HISTORY     - Date     Condition        Report By
 GA0635  HISTORY     - 1934     MONUMENTED       CGS
 GA0635
 GA0635                          STATION DESCRIPTION
 GA0635
 GA0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0635'10.6 MI NW FROM JOHNSON CITY.
 GA0635'10.6 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0635'CITY, WASHINGTON COUNTY, 2 MILES NORTH OF BOONE, 15 RAILS SOUTH
 GA0635'OF A HIGHWAY VIADUCT, 40 FEET SOUTHEAST OF THE CENTERLINE OF A
 GA0635'FARM ROAD, 43 FEET WEST OF THE WEST RAIL, AND 2 FEET WEST OF A
 GA0635'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED M 57 1934
 GA0635'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0560 ***********************************************************************
 GA0560  DESIGNATION -  M 58
 GA0560  PID         -  GA0560
 GA0560  STATE/COUNTY-  TN/WASHINGTON
 GA0560  USGS QUAD   -  JONESBOROUGH (1968)
 GA0560
 GA0560                         *CURRENT SURVEY CONTROL
 GA0560  ___________________________________________________________________
 GA0560* NAD 83(1986)-  36 17 22.     (N)    082 27 35.     (W)     SCALED    
 GA0560* NAVD 88     -       529.795  (meters)    1738.17   (feet)  ADJUSTED  
 GA0560  ___________________________________________________________________
 GA0560  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0560  DYNAMIC HT  -         529.289 (meters)    1736.51  (feet)  COMP
 GA0560  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 GA0560
 GA0560  VERT ORDER  -  SECOND    CLASS 0
 GA0560
 GA0560.The horizontal coordinates were scaled from a topographic map and have
 GA0560.an estimated accuracy of +/- 6 seconds.
 GA0560
 GA0560.The orthometric height was determined by differential leveling
 GA0560.and adjusted by the National Geodetic Survey in June 1991..
 GA0560
 GA0560.The geoid height was determined by GEOID03.
 GA0560
 GA0560.The dynamic height is computed by dividing the NAVD 88
 GA0560.geopotential number by the normal gravity value computed on the
 GA0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0560.degrees latitude (g = 980.6199 gals.).
 GA0560
 GA0560.The modeled gravity was interpolated from observed gravity values.
 GA0560
 GA0560;                    North         East    Units  Estimated Accuracy
 GA0560;SPC TN       -   222,780.      917,960.      MT  (+/- 180 meters Scaled)
 GA0560
 GA0560                          SUPERSEDED SURVEY CONTROL
 GA0560
 GA0560  NGVD 29 (??/??/92)  529.928  (m)         1738.61   (f) ADJ UNCH    2 0
 GA0560
 GA0560.Superseded values are not recommended for survey control.
 GA0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0560.See file dsdata.txt to determine how the superseded data were derived.
 GA0560
 GA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA689170(NAD 83)
 GA0560_MARKER: DB = BENCH MARK DISK
 GA0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0560_STAMPING: M 58 1934
 GA0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0560+STABILITY: SURFACE MOTION
 GA0560
 GA0560  HISTORY     - Date     Condition        Report By
 GA0560  HISTORY     - 1934     MONUMENTED       CGS
 GA0560  HISTORY     - 1979     MARK NOT FOUND   TVA
 GA0560  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GA0560
 GA0560                          STATION DESCRIPTION
 GA0560
 GA0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0560'1.2 MI E FROM JONESBORO.
 GA0560'1.2 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0560'JONESBORO, WASHINGTON COUNTY, AT MILEAGE 31.9, 150 FEET WEST OF
 GA0560'A CROSSING, 18 FEET EAST OF A PRIVATE CROSSING, 24 FEET NORTH OF
 GA0560'THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT NORTH OF A FENCE.  A
 GA0560'STANDARD DISK, STAMPED M 58 1934 AND SET IN THE TOP OF A CONCRETE
 GA0560'POST.
 GA0560
 GA0560                          STATION RECOVERY (1979)
 GA0560
 GA0560'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 GA0560'MARK NOT FOUND.
 GA0560
 GA0560                          STATION RECOVERY (2001)
 GA0560
 GA0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GA0560'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1353 ***********************************************************************
 FB1353  DESIGNATION -  M 58
 FB1353  PID         -  FB1353
 FB1353  STATE/COUNTY-  TN/COCKE
 FB1353  USGS QUAD   -  WATERVILLE (1968)
 FB1353
 FB1353                         *CURRENT SURVEY CONTROL
 FB1353  ___________________________________________________________________
 FB1353* NAD 83(1986)-  35 48 29.     (N)    083 01 54.     (W)     SCALED    
 FB1353* NAVD 88     -       724.20   (+/-2cm)    2376.0    (feet)  VERTCON   
 FB1353  ___________________________________________________________________
 FB1353  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FB1353
 FB1353  VERT ORDER  -  ? (See Below)
 FB1353
 FB1353.The horizontal coordinates were scaled from a topographic map and have
 FB1353.an estimated accuracy of +/- 6 seconds.
 FB1353
 FB1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1353.The vertical order pertains to the NGVD 29 superseded value.
 FB1353
 FB1353.The geoid height was determined by GEOID03.
 FB1353
 FB1353;                    North         East    Units  Estimated Accuracy
 FB1353;SPC TN       -   167,690.      868,230.      MT  (+/- 180 meters Scaled)
 FB1353
 FB1353                          SUPERSEDED SURVEY CONTROL
 FB1353
 FB1353  NGVD 29 (??/??/92)  724.292  (m)         2376.28   (f) ADJ UNCH    ?  
 FB1353
 FB1353.Superseded values are not recommended for survey control.
 FB1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1353.See file dsdata.txt to determine how the superseded data were derived.
 FB1353
 FB1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV164645(NAD 83)
 FB1353_MARKER: Q = CHISELED SQUARE
 FB1353_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1353_SP_SET: UNSPECIFIED ROCK
 FB1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1353
 FB1353  HISTORY     - Date     Condition        Report By
 FB1353  HISTORY     - UNK      MONUMENTED       TVA
 FB1353  HISTORY     - 1938     GOOD             TVA
 FB1353
 FB1353                          STATION DESCRIPTION
 FB1353
 FB1353'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1353'2.3 MI SE FROM NEW PROSPECT SCHOOL.
 FB1353'2.3 MILES SOUTHEAST ALONG THE GULF FORK ROAD FROM THE ROAD
 FB1353'JUNCTION AT NEW PROSPECT SCHOOL, COCKE COUNTY, AT A T-ROAD
 FB1353'JUNCTION NEAR THE JUNCTION OF GULF FORK AND MOSS CAMP CREEK,
 FB1353'ON THE LEFT BANK OF DEEP GAP CREEK, ON THE NORTH SIDE OF THE
 FB1353'ROAD, AND ON A ROCK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0756 ***********************************************************************
 GA0756  DESIGNATION -  M 59
 GA0756  PID         -  GA0756
 GA0756  STATE/COUNTY-  TN/GREENE
 GA0756  USGS QUAD   -  CHUCKEY (1971)
 GA0756
 GA0756                         *CURRENT SURVEY CONTROL
 GA0756  ___________________________________________________________________
 GA0756* NAD 83(1986)-  36 13 36.     (N)    082 39 39.     (W)     SCALED    
 GA0756* NAVD 88     -       455.918  (meters)    1495.79   (feet)  ADJUSTED  
 GA0756  ___________________________________________________________________
 GA0756  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GA0756  DYNAMIC HT  -         455.482 (meters)    1494.36  (feet)  COMP
 GA0756  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 GA0756
 GA0756  VERT ORDER  -  SECOND    CLASS 0
 GA0756
 GA0756.The horizontal coordinates were scaled from a topographic map and have
 GA0756.an estimated accuracy of +/- 6 seconds.
 GA0756
 GA0756.The orthometric height was determined by differential leveling
 GA0756.and adjusted by the National Geodetic Survey in June 1991..
 GA0756
 GA0756.The geoid height was determined by GEOID03.
 GA0756
 GA0756.The dynamic height is computed by dividing the NAVD 88
 GA0756.geopotential number by the normal gravity value computed on the
 GA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0756.degrees latitude (g = 980.6199 gals.).
 GA0756
 GA0756.The modeled gravity was interpolated from observed gravity values.
 GA0756
 GA0756;                    North         East    Units  Estimated Accuracy
 GA0756;SPC TN       -   215,190.      900,140.      MT  (+/- 180 meters Scaled)
 GA0756
 GA0756                          SUPERSEDED SURVEY CONTROL
 GA0756
 GA0756  NGVD 29 (??/??/92)  456.048  (m)         1496.22   (f) ADJ UNCH    2 0
 GA0756
 GA0756.Superseded values are not recommended for survey control.
 GA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0756.See file dsdata.txt to determine how the superseded data were derived.
 GA0756
 GA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA507103(NAD 83)
 GA0756_MARKER: DB = BENCH MARK DISK
 GA0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0756_STAMPING: M 59 1934
 GA0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0756+STABILITY: SURFACE MOTION
 GA0756
 GA0756  HISTORY     - Date     Condition        Report By
 GA0756  HISTORY     - 1934     MONUMENTED       CGS
 GA0756  HISTORY     - 1955     GOOD             NGS
 GA0756
 GA0756                          STATION DESCRIPTION
 GA0756
 GA0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0756'1.9 MI W FROM LIMESTONE.
 GA0756'IN GREENE COUNTY, 1.9 MILES WEST ALONG THE SOUTHERN RAILWAY
 GA0756'FROM THE STATION AT LIMESTONE, WASHINGTON COUNTY, AT MILEAGE
 GA0756'45.2, 18 FEET WEST OF THE CENTER OF A CROSSING, 20 FEET EAST OF
 GA0756'A POLE, 21 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND
 GA0756'2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED M 59 1934 AND
 GA0756'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1330 ***********************************************************************
 FB1330  DESIGNATION -  M 60
 FB1330  PID         -  FB1330
 FB1330  STATE/COUNTY-  TN/COCKE
 FB1330  USGS QUAD   -  HARTFORD (1968)
 FB1330
 FB1330                         *CURRENT SURVEY CONTROL
 FB1330  ___________________________________________________________________
 FB1330* NAD 83(1986)-  35 48 59.     (N)    083 08 34.     (W)     SCALED    
 FB1330* NAVD 88     -       383.42   (+/-2cm)    1257.9    (feet)  VERTCON   
 FB1330  ___________________________________________________________________
 FB1330  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB1330
 FB1330  VERT ORDER  -  ? (See Below)
 FB1330
 FB1330.The horizontal coordinates were scaled from a topographic map and have
 FB1330.an estimated accuracy of +/- 6 seconds.
 FB1330
 FB1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1330.The vertical order pertains to the NGVD 29 superseded value.
 FB1330
 FB1330.The geoid height was determined by GEOID03.
 FB1330
 FB1330;                    North         East    Units  Estimated Accuracy
 FB1330;SPC TN       -   168,310.      858,160.      MT  (+/- 180 meters Scaled)
 FB1330
 FB1330                          SUPERSEDED SURVEY CONTROL
 FB1330
 FB1330  NGVD 29 (??/??/92)  383.556  (m)         1258.38   (f) ADJ UNCH    ?  
 FB1330
 FB1330.Superseded values are not recommended for survey control.
 FB1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1330.See file dsdata.txt to determine how the superseded data were derived.
 FB1330
 FB1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV064657(NAD 83)
 FB1330_MARKER: Q = CHISELED SQUARE
 FB1330_SETTING: 80 = SET IN A BOULDER
 FB1330_SP_SET: BOULDER
 FB1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1330+STABILITY: SURFACE MOTION
 FB1330
 FB1330  HISTORY     - Date     Condition        Report By
 FB1330  HISTORY     - UNK      MONUMENTED       TVA
 FB1330  HISTORY     - 1938     GOOD             TVA
 FB1330
 FB1330                          STATION DESCRIPTION
 FB1330
 FB1330'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB1330'AT HARTFORD.
 FB1330'AT HARTFORD, COCKE COUNTY, AT THE POST OFFICE, 12 FEET EAST OF
 FB1330'THE BUILDING, AT A FENCE CORNER, ON THE TOP OF A BOULDER, AND
 FB1330'FLUSH WITH THE GROUND.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0684 ***********************************************************************
 FE0684  DESIGNATION -  M 62
 FE0684  PID         -  FE0684
 FE0684  STATE/COUNTY-  TN/GIBSON
 FE0684  USGS QUAD   -  MILAN (1983)
 FE0684
 FE0684                         *CURRENT SURVEY CONTROL
 FE0684  ___________________________________________________________________
 FE0684* NAD 83(1986)-  35 55 10.     (N)    088 45 40.     (W)     SCALED    
 FE0684* NAVD 88     -       128.087  (meters)     420.23   (feet)  ADJUSTED  
 FE0684  ___________________________________________________________________
 FE0684  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0684  DYNAMIC HT  -         127.977 (meters)     419.87  (feet)  COMP
 FE0684  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 FE0684
 FE0684  VERT ORDER  -  FIRST     CLASS II
 FE0684
 FE0684.The horizontal coordinates were scaled from a topographic map and have
 FE0684.an estimated accuracy of +/- 6 seconds.
 FE0684
 FE0684.The orthometric height was determined by differential leveling
 FE0684.and adjusted by the National Geodetic Survey in June 1991..
 FE0684
 FE0684.The geoid height was determined by GEOID03.
 FE0684
 FE0684.The dynamic height is computed by dividing the NAVD 88
 FE0684.geopotential number by the normal gravity value computed on the
 FE0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0684.degrees latitude (g = 980.6199 gals.).
 FE0684
 FE0684.The modeled gravity was interpolated from observed gravity values.
 FE0684
 FE0684;                    North         East    Units  Estimated Accuracy
 FE0684;SPC TN       -   179,490.      350,840.      MT  (+/- 180 meters Scaled)
 FE0684
 FE0684                          SUPERSEDED SURVEY CONTROL
 FE0684
 FE0684  NGVD 29 (??/??/??)  128.140  (m)          420.41   (f) ADJUSTED    1 2
 FE0684
 FE0684.Superseded values are not recommended for survey control.
 FE0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0684.See file dsdata.txt to determine how the superseded data were derived.
 FE0684
 FE0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE411764(NAD 83)
 FE0684_MARKER: DB = BENCH MARK DISK
 FE0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0684_STAMPING: M 62 1935
 FE0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0684+STABILITY: SURFACE MOTION
 FE0684
 FE0684  HISTORY     - Date     Condition        Report By
 FE0684  HISTORY     - 1935     MONUMENTED       CGS
 FE0684  HISTORY     - 1948     GOOD             CGS
 FE0684  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0684
 FE0684                          STATION DESCRIPTION
 FE0684
 FE0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0684'AT MILAN.
 FE0684'AT MILAN, AT THE WEST CORNER OF A PARK AT THE UNION RAILROAD
 FE0684'STATION, 116.5 FEET EAST OF THE EAST CORNER OF THE NORTH WING
 FE0684'OF THE BRICK UNION STATION BUILDING, 105 FEET SOUTHEAST OF THE
 FE0684'SOUTHEAST RAIL OF THE MAIN TRACK OF THE LOUISVILLE AND NASHVILLE
 FE0684'RAILROAD, 57 FEET NORTHWEST OF THE CENTER LINE OF FRONT STREET,
 FE0684'36 FEET NORTHEAST OF THE CENTER LINE OF SECOND STREET, 1 FOOT
 FE0684'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW
 FE0684'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 FE0684'INCHES.
 FE0684
 FE0684                          STATION RECOVERY (2002)
 FE0684
 FE0684'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0873 ***********************************************************************
 FE0873  DESIGNATION -  M 63
 FE0873  PID         -  FE0873
 FE0873  STATE/COUNTY-  TN/HAYWOOD
 FE0873  USGS QUAD   -  BROWNSVILLE (1983)
 FE0873
 FE0873                         *CURRENT SURVEY CONTROL
 FE0873  ___________________________________________________________________
 FE0873* NAD 83(1986)-  35 35 28.     (N)    089 15 38.     (W)     SCALED    
 FE0873* NAVD 88     -       104.975  (meters)     344.41   (feet)  ADJUSTED  
 FE0873  ___________________________________________________________________
 FE0873  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE0873  DYNAMIC HT  -         104.883 (meters)     344.10  (feet)  COMP
 FE0873  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0873
 FE0873  VERT ORDER  -  SECOND    CLASS 0
 FE0873
 FE0873.The horizontal coordinates were scaled from a topographic map and have
 FE0873.an estimated accuracy of +/- 6 seconds.
 FE0873
 FE0873.The orthometric height was determined by differential leveling
 FE0873.and adjusted by the National Geodetic Survey in June 1991..
 FE0873
 FE0873.The geoid height was determined by GEOID03.
 FE0873
 FE0873.The dynamic height is computed by dividing the NAVD 88
 FE0873.geopotential number by the normal gravity value computed on the
 FE0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0873.degrees latitude (g = 980.6199 gals.).
 FE0873
 FE0873.The modeled gravity was interpolated from observed gravity values.
 FE0873
 FE0873;                    North         East    Units  Estimated Accuracy
 FE0873;SPC TN       -   144,470.      304,570.      MT  (+/- 180 meters Scaled)
 FE0873
 FE0873                          SUPERSEDED SURVEY CONTROL
 FE0873
 FE0873  NGVD 29 (??/??/??)  104.982  (m)          344.43   (f) ADJUSTED    2 0
 FE0873
 FE0873.Superseded values are not recommended for survey control.
 FE0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0873.See file dsdata.txt to determine how the superseded data were derived.
 FE0873
 FE0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE951409(NAD 83)
 FE0873_MARKER: DB = BENCH MARK DISK
 FE0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0873_STAMPING: M 63 1935
 FE0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0873+STABILITY: SURFACE MOTION
 FE0873
 FE0873  HISTORY     - Date     Condition        Report By
 FE0873  HISTORY     - 1935     MONUMENTED       CGS
 FE0873  HISTORY     - 1949     GOOD             CGS
 FE0873  HISTORY     - 20020905 MARK NOT FOUND   USACE
 FE0873
 FE0873                          STATION DESCRIPTION
 FE0873
 FE0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0873'AT BROWNSVILLE.
 FE0873'AT BROWNSVILLE, HAYWOOD COUNTY, ON THE LOUISVILLE AND
 FE0873'NASHVILLE RAILROAD, 5-1/2 RAILS EAST OF THE STATION, 1-1/2 RAILS
 FE0873'EAST OF THE EAST END OF THE CONCRETE PLATFORM, 1-1/2 RAILS
 FE0873'WEST OF A WATER CRANE, AND 30 FEET SOUTH OF THE CENTERLINE
 FE0873'OF THE TRACK.  A STANDARD DISK, STAMPED M 63 1935 AND
 FE0873'SET IN THE TOP OF A CONCRETE POST.
 FE0873
 FE0873                          STATION RECOVERY (2002)
 FE0873
 FE0873'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0873'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1067 ***********************************************************************
 FE1067  DESIGNATION -  M 64
 FE1067  PID         -  FE1067
 FE1067  STATE/COUNTY-  TN/HARDEMAN
 FE1067  USGS QUAD   -  MIDDLEBURG (1980)
 FE1067
 FE1067                         *CURRENT SURVEY CONTROL
 FE1067  ___________________________________________________________________
 FE1067* NAD 83(1986)-  35 13 52.     (N)    089 01 53.     (W)     SCALED    
 FE1067* NAVD 88     -       162.242  (meters)     532.29   (feet)  ADJUSTED  
 FE1067  ___________________________________________________________________
 FE1067  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE1067  DYNAMIC HT  -         162.091 (meters)     531.79  (feet)  COMP
 FE1067  MODELED GRAV-     979,701.5   (mgal)                       NAVD 88
 FE1067
 FE1067  VERT ORDER  -  SECOND    CLASS 0
 FE1067
 FE1067.The horizontal coordinates were scaled from a topographic map and have
 FE1067.an estimated accuracy of +/- 6 seconds.
 FE1067
 FE1067.The orthometric height was determined by differential leveling
 FE1067.and adjusted by the National Geodetic Survey in June 1991..
 FE1067
 FE1067.The geoid height was determined by GEOID03.
 FE1067
 FE1067.The dynamic height is computed by dividing the NAVD 88
 FE1067.geopotential number by the normal gravity value computed on the
 FE1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1067.degrees latitude (g = 980.6199 gals.).
 FE1067
 FE1067.The modeled gravity was interpolated from observed gravity values.
 FE1067
 FE1067;                    North         East    Units  Estimated Accuracy
 FE1067;SPC TN       -   103,880.      324,090.      MT  (+/- 180 meters Scaled)
 FE1067
 FE1067                          SUPERSEDED SURVEY CONTROL
 FE1067
 FE1067  NGVD 29 (??/??/??)  162.222  (m)          532.22   (f) ADJUSTED    2 0
 FE1067
 FE1067.Superseded values are not recommended for survey control.
 FE1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1067.See file dsdata.txt to determine how the superseded data were derived.
 FE1067
 FE1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE151005(NAD 83)
 FE1067_MARKER: DB = BENCH MARK DISK
 FE1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1067_STAMPING: M 64 1935
 FE1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1067+STABILITY: SURFACE MOTION
 FE1067
 FE1067  HISTORY     - Date     Condition        Report By
 FE1067  HISTORY     - 1935     MONUMENTED       CGS
 FE1067  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1067
 FE1067                          STATION DESCRIPTION
 FE1067
 FE1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1067'2.7 MI S FROM BOLIVAR.
 FE1067'2.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1067'STATION AT BOLIVAR, 15 RAILS NORTH OF MILEPOST 410, AT A FARM-ROAD
 FE1067'CROSSING, 40 FEET WEST OF THE TRACK, 10 FEET SOUTH OF THE ROAD,
 FE1067'AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED M 64 1935
 FE1067'AND SET IN THE TOP OF A CONCRETE POST.
 FE1067
 FE1067                          STATION RECOVERY (1987)
 FE1067
 FE1067'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0949 ***********************************************************************
 FE0949  DESIGNATION -  M 65
 FE0949  PID         -  FE0949
 FE0949  STATE/COUNTY-  TN/MADISON
 FE0949  USGS QUAD   -  BELLS (1981)
 FE0949
 FE0949                         *CURRENT SURVEY CONTROL
 FE0949  ___________________________________________________________________
 FE0949* NAD 83(1986)-  35 40 37.     (N)    089 00 16.     (W)     SCALED    
 FE0949* NAVD 88     -        97.424  (meters)     319.63   (feet)  ADJUSTED  
 FE0949  ___________________________________________________________________
 FE0949  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FE0949  DYNAMIC HT  -          97.338 (meters)     319.35  (feet)  COMP
 FE0949  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 FE0949
 FE0949  VERT ORDER  -  SECOND    CLASS 0
 FE0949
 FE0949.The horizontal coordinates were scaled from a topographic map and have
 FE0949.an estimated accuracy of +/- 6 seconds.
 FE0949
 FE0949.The orthometric height was determined by differential leveling
 FE0949.and adjusted by the National Geodetic Survey in June 1991..
 FE0949
 FE0949.The geoid height was determined by GEOID03.
 FE0949
 FE0949.The dynamic height is computed by dividing the NAVD 88
 FE0949.geopotential number by the normal gravity value computed on the
 FE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0949.degrees latitude (g = 980.6199 gals.).
 FE0949
 FE0949.The modeled gravity was interpolated from observed gravity values.
 FE0949
 FE0949;                    North         East    Units  Estimated Accuracy
 FE0949;SPC TN       -   153,250.      328,060.      MT  (+/- 180 meters Scaled)
 FE0949
 FE0949                          SUPERSEDED SURVEY CONTROL
 FE0949
 FE0949  NGVD 29 (??/??/??)   97.462  (m)          319.76   (f) ADJUSTED    2 0
 FE0949
 FE0949.Superseded values are not recommended for survey control.
 FE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0949.See file dsdata.txt to determine how the superseded data were derived.
 FE0949
 FE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE185499(NAD 83)
 FE0949_MARKER: DB = BENCH MARK DISK
 FE0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0949_STAMPING: M 65 1935
 FE0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0949+STABILITY: SURFACE MOTION
 FE0949
 FE0949  HISTORY     - Date     Condition        Report By
 FE0949  HISTORY     - 1935     MONUMENTED       CGS
 FE0949  HISTORY     - 1957     MARK NOT FOUND   CGS
 FE0949
 FE0949                          STATION DESCRIPTION
 FE0949
 FE0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE0949'5.2 MI E FROM BELLS.
 FE0949'MADISON COUNTY, 5.2 MILES EAST ALONG THE GULF, MOBILE AND OHIO
 FE0949'RAILROAD FROM THE STATION AT BELLS, CROCKETT COUNTY, 0.7 MILE
 FE0949'WEST OF THE STATION AT ROBERTS, AT THE SHERRODS SAWMILL AND FARM
 FE0949'FENCE, AND 24 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 FE0949'STANDARD DISK, STAMPED M 65 1935 AND SET IN THE TOP OF A CONCRETE
 FE0949'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0507 ***********************************************************************
 FC0507  DESIGNATION -  M 65
 FC0507  PID         -  FC0507
 FC0507  STATE/COUNTY-  TN/POLK
 FC0507  USGS QUAD   -  OSWALD DOME (1967)
 FC0507
 FC0507                         *CURRENT SURVEY CONTROL
 FC0507  ___________________________________________________________________
 FC0507* NAD 83(1986)-  35 13 13.     (N)    084 30 53.     (W)     SCALED    
 FC0507* NAVD 88     -       227.781  (meters)     747.31   (feet)  ADJUSTED  
 FC0507  ___________________________________________________________________
 FC0507  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 FC0507  DYNAMIC HT  -         227.558 (meters)     746.58  (feet)  COMP
 FC0507  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 FC0507
 FC0507  VERT ORDER  -  SECOND    CLASS 0
 FC0507
 FC0507.The horizontal coordinates were scaled from a topographic map and have
 FC0507.an estimated accuracy of +/- 6 seconds.
 FC0507
 FC0507.The orthometric height was determined by differential leveling
 FC0507.and adjusted by the National Geodetic Survey in June 1991..
 FC0507
 FC0507.The geoid height was determined by GEOID03.
 FC0507
 FC0507.The dynamic height is computed by dividing the NAVD 88
 FC0507.geopotential number by the normal gravity value computed on the
 FC0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0507.degrees latitude (g = 980.6199 gals.).
 FC0507
 FC0507.The modeled gravity was interpolated from observed gravity values.
 FC0507
 FC0507;                    North         East    Units  Estimated Accuracy
 FC0507;SPC TN       -    99,430.      735,220.      MT  (+/- 180 meters Scaled)
 FC0507
 FC0507                          SUPERSEDED SURVEY CONTROL
 FC0507
 FC0507  NGVD 29 (??/??/92)  227.852  (m)          747.54   (f) ADJ UNCH    2 0
 FC0507
 FC0507.Superseded values are not recommended for survey control.
 FC0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0507.See file dsdata.txt to determine how the superseded data were derived.
 FC0507
 FC0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE262003(NAD 83)
 FC0507_MARKER: DD = SURVEY DISK
 FC0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0507_SP_SET: BRIDGE
 FC0507_STAMPING: M 65 23
 FC0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0507
 FC0507  HISTORY     - Date     Condition        Report By
 FC0507  HISTORY     - UNK      MONUMENTED       USGS
 FC0507  HISTORY     - 1933     GOOD             NGS
 FC0507
 FC0507                          STATION DESCRIPTION
 FC0507
 FC0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0507'2.3 MI NW FROM RELIANCE.
 FC0507'2.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0507'FROM RELIANCE, POLK COUNTY, 0.4 MILE SOUTHEAST OF THE SIGN
 FC0507'AT OSWALD DOME, 0.2 MILE SOUTH OF MILEPOST L 343, AND IN THE
 FC0507'TOP OF THE SOUTH CONCRETE WINGWALL OF THE WEST ABUTMENT OF A
 FC0507'BRIDGE OVER SPRING CREEK.  A UNITED STATES GEOLOGICAL SURVEY
 FC0507'STANDARD DISK, STAMPED M 65 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0954 ***********************************************************************
 FB0954  DESIGNATION -  M 65
 FB0954  PID         -  FB0954
 FB0954  STATE/COUNTY-  TN/COCKE
 FB0954  USGS QUAD   -  LEMON GAP (1976)
 FB0954
 FB0954                         *CURRENT SURVEY CONTROL
 FB0954  ___________________________________________________________________
 FB0954* NAD 83(1986)-  35 46 23.     (N)    082 59 45.     (W)     SCALED    
 FB0954* NAVD 88     -      1066.27   (+/-2cm)    3498.3    (feet)  VERTCON   
 FB0954  ___________________________________________________________________
 FB0954  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FB0954
 FB0954  VERT ORDER  -  ? (See Below)
 FB0954
 FB0954.The horizontal coordinates were scaled from a topographic map and have
 FB0954.an estimated accuracy of +/- 6 seconds.
 FB0954
 FB0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0954.The vertical order pertains to the NGVD 29 superseded value.
 FB0954
 FB0954.The geoid height was determined by GEOID03.
 FB0954
 FB0954;                    North         East    Units  Estimated Accuracy
 FB0954;SPC TN       -   163,900.      871,580.      MT  (+/- 180 meters Scaled)
 FB0954
 FB0954                          SUPERSEDED SURVEY CONTROL
 FB0954
 FB0954  NGVD 29 (??/??/92) 1066.342  (m)         3498.49   (f) ADJ UNCH    ?  
 FB0954
 FB0954.Superseded values are not recommended for survey control.
 FB0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0954.See file dsdata.txt to determine how the superseded data were derived.
 FB0954
 FB0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV195606(NAD 83)
 FB0954_MARKER: S = SPIKE
 FB0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0954_SP_SET: TREE
 FB0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0954
 FB0954  HISTORY     - Date     Condition        Report By
 FB0954  HISTORY     - UNK      MONUMENTED       CGS
 FB0954  HISTORY     - 1938     GOOD             TVA
 FB0954
 FB0954                          STATION DESCRIPTION
 FB0954
 FB0954'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB0954'NEAR BROWN GAP.
 FB0954'IN COCKE COUNTY, TENNESSEE, AT THE INTERSECTION OF THE APPALACHIAN
 FB0954'TRAIL AND THE NAILLON-BROWN GAP TRAIL NEAR BROWN GAP, HAYWOOD
 FB0954'COUNTY, NORTH CAROLINA, AND IN THE ROOT OF A 6-INCH PEACH TREE.
 FB0954'A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0327 ***********************************************************************
 FC0327  DESIGNATION -  M 66
 FC0327  PID         -  FC0327
 FC0327  STATE/COUNTY-  TN/POLK
 FC0327  USGS QUAD   -  MC FARLAND (1980)
 FC0327
 FC0327                         *CURRENT SURVEY CONTROL
 FC0327  ___________________________________________________________________
 FC0327* NAD 83(1986)-  35 11 19.     (N)    084 28 14.     (W)     SCALED    
 FC0327* NAVD 88     -       244.030  (meters)     800.62   (feet)  ADJUSTED  
 FC0327  ___________________________________________________________________
 FC0327  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FC0327  DYNAMIC HT  -         243.788 (meters)     799.83  (feet)  COMP
 FC0327  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 FC0327
 FC0327  VERT ORDER  -  SECOND    CLASS 0
 FC0327
 FC0327.The horizontal coordinates were scaled from a topographic map and have
 FC0327.an estimated accuracy of +/- 6 seconds.
 FC0327
 FC0327.The orthometric height was determined by differential leveling
 FC0327.and adjusted by the National Geodetic Survey in June 1991..
 FC0327
 FC0327.The geoid height was determined by GEOID03.
 FC0327
 FC0327.The dynamic height is computed by dividing the NAVD 88
 FC0327.geopotential number by the normal gravity value computed on the
 FC0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0327.degrees latitude (g = 980.6199 gals.).
 FC0327
 FC0327.The modeled gravity was interpolated from observed gravity values.
 FC0327
 FC0327;                    North         East    Units  Estimated Accuracy
 FC0327;SPC TN       -    95,980.      739,300.      MT  (+/- 180 meters Scaled)
 FC0327
 FC0327                          SUPERSEDED SURVEY CONTROL
 FC0327
 FC0327  NGVD 29 (??/??/92)  244.095  (m)          800.84   (f) ADJ UNCH    2 0
 FC0327
 FC0327.Superseded values are not recommended for survey control.
 FC0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0327.See file dsdata.txt to determine how the superseded data were derived.
 FC0327
 FC0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD303968(NAD 83)
 FC0327_MARKER: DD = SURVEY DISK
 FC0327_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FC0327_STAMPING: M 66 23
 FC0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0327
 FC0327  HISTORY     - Date     Condition        Report By
 FC0327  HISTORY     - UNK      MONUMENTED       USGS
 FC0327  HISTORY     - 1951     GOOD             NGS
 FC0327
 FC0327                          STATION DESCRIPTION
 FC0327
 FC0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0327'2.9 MI E FROM RELIANCE.
 FC0327'2.9 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0327'RELIANCE, POLK COUNTY, 0.7 MILE NORTHEAST OF THE STATION SIGN AT
 FC0327'HIWASSEE, 0.3 MILE NORTHEAST OF MILEPOST L 348, 85.2 FEET SOUTH OF
 FC0327'WHISTLE POST, WEST OF A STEEP ROCK BLUFF ON THE EAST SIDE OF THE
 FC0327'RIVER, BETWEEN THE TRACK AND THE RIVER, 12 FEET WEST OF THE WEST
 FC0327'RAIL, AND IN THE TOP OF A LARGE SLOPING ROCK.  A UNITED STATES
 FC0327'GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 66 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0330 ***********************************************************************
 FC0330  DESIGNATION -  M 67
 FC0330  PID         -  FC0330
 FC0330  STATE/COUNTY-  TN/POLK
 FC0330  USGS QUAD   -  MC FARLAND (1980)
 FC0330
 FC0330                         *CURRENT SURVEY CONTROL
 FC0330  ___________________________________________________________________
 FC0330* NAD 83(1986)-  35 10 52.     (N)    084 26 20.     (W)     SCALED    
 FC0330* NAVD 88     -       263.150  (meters)     863.35   (feet)  ADJUSTED  
 FC0330  ___________________________________________________________________
 FC0330  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FC0330  DYNAMIC HT  -         262.887 (meters)     862.49  (feet)  COMP
 FC0330  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 FC0330
 FC0330  VERT ORDER  -  SECOND    CLASS 0
 FC0330
 FC0330.The horizontal coordinates were scaled from a topographic map and have
 FC0330.an estimated accuracy of +/- 6 seconds.
 FC0330
 FC0330.The orthometric height was determined by differential leveling
 FC0330.and adjusted by the National Geodetic Survey in June 1991..
 FC0330
 FC0330.The geoid height was determined by GEOID03.
 FC0330
 FC0330.The dynamic height is computed by dividing the NAVD 88
 FC0330.geopotential number by the normal gravity value computed on the
 FC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0330.degrees latitude (g = 980.6199 gals.).
 FC0330
 FC0330.The modeled gravity was interpolated from observed gravity values.
 FC0330
 FC0330;                    North         East    Units  Estimated Accuracy
 FC0330;SPC TN       -    95,200.      742,190.      MT  (+/- 180 meters Scaled)
 FC0330
 FC0330                          SUPERSEDED SURVEY CONTROL
 FC0330
 FC0330  NGVD 29 (??/??/92)  263.207  (m)          863.54   (f) ADJ UNCH    2 0
 FC0330
 FC0330.Superseded values are not recommended for survey control.
 FC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0330.See file dsdata.txt to determine how the superseded data were derived.
 FC0330
 FC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD332961(NAD 83)
 FC0330_MARKER: DD = SURVEY DISK
 FC0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0330_SP_SET: BRIDGE
 FC0330_STAMPING: M 67 23
 FC0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0330
 FC0330  HISTORY     - Date     Condition        Report By
 FC0330  HISTORY     - UNK      MONUMENTED       USGS
 FC0330  HISTORY     - 1951     GOOD             NGS
 FC0330
 FC0330                          STATION DESCRIPTION
 FC0330
 FC0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0330'3.4 MI W FROM MC FARLAND.
 FC0330'3.4 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0330'MC FARLAND, POLK COUNTY, NEAR THE STATION SIGN AT CRUMBLEY, 0.4
 FC0330'MILE WEST OF MILEPOST L 352 IN THE TOP OF A CONCRETE BRIDGE
 FC0330'OVER A SMALL CREEK, 6 FEET WEST OF THE EAST ABUTMENT, AND 4 FEET
 FC0330'NORTH OF NORTH RAIL, IN A WALL COVERED BY STEEL PLATE, ABOUT 1
 FC0330'FOOT LOWER THAN TOP OF BRIDGE.  A UNITED STATES GEOLOGICAL
 FC0330'SURVEY STANDARD DISK, STAMPED M 67 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1178 ***********************************************************************
 FE1178  DESIGNATION -  M 67
 FE1178  PID         -  FE1178
 FE1178  STATE/COUNTY-  TN/SHELBY
 FE1178  USGS QUAD   -  ARLINGTON (1973)
 FE1178
 FE1178                         *CURRENT SURVEY CONTROL
 FE1178  ___________________________________________________________________
 FE1178* NAD 83(1986)-  35 17 30.     (N)    089 40 29.     (W)     SCALED    
 FE1178* NAVD 88     -        82.726  (meters)     271.41   (feet)  ADJUSTED  
 FE1178  ___________________________________________________________________
 FE1178  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1178  DYNAMIC HT  -          82.652 (meters)     271.17  (feet)  COMP
 FE1178  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FE1178
 FE1178  VERT ORDER  -  SECOND    CLASS 0
 FE1178
 FE1178.The horizontal coordinates were scaled from a topographic map and have
 FE1178.an estimated accuracy of +/- 6 seconds.
 FE1178
 FE1178.The orthometric height was determined by differential leveling
 FE1178.and adjusted by the National Geodetic Survey in June 1991..
 FE1178
 FE1178.The geoid height was determined by GEOID03.
 FE1178
 FE1178.The dynamic height is computed by dividing the NAVD 88
 FE1178.geopotential number by the normal gravity value computed on the
 FE1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1178.degrees latitude (g = 980.6199 gals.).
 FE1178
 FE1178.The modeled gravity was interpolated from observed gravity values.
 FE1178
 FE1178;                    North         East    Units  Estimated Accuracy
 FE1178;SPC TN       -   112,600.      265,820.      MT  (+/- 180 meters Scaled)
 FE1178
 FE1178                          SUPERSEDED SURVEY CONTROL
 FE1178
 FE1178  NGVD 29 (??/??/??)   82.716  (m)          271.38   (f) ADJUSTED    2 0
 FE1178
 FE1178.Superseded values are not recommended for survey control.
 FE1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1178.See file dsdata.txt to determine how the superseded data were derived.
 FE1178
 FE1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE567086(NAD 83)
 FE1178_MARKER: DB = BENCH MARK DISK
 FE1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1178_STAMPING: M 67 1935
 FE1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1178+STABILITY: SURFACE MOTION
 FE1178
 FE1178  HISTORY     - Date     Condition        Report By
 FE1178  HISTORY     - 1935     MONUMENTED       CGS
 FE1178  HISTORY     - 20021002 MARK NOT FOUND   USACE
 FE1178
 FE1178                          STATION DESCRIPTION
 FE1178
 FE1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1178'0.9 MI S FROM ARLINGTON.
 FE1178'0.9 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1178'THE STATION AT ARLINGTON, SHELBY COUNTY, AT A COUNTY-ROAD CROSSING,
 FE1178'20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 25 FEET EAST OF
 FE1178'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED M 67 1935
 FE1178'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 FE1178'GROUND.
 FE1178
 FE1178                          STATION RECOVERY (2002)
 FE1178
 FE1178'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1178'SUSPECTED DESTROYED. DITCH WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0333 ***********************************************************************
 FC0333  DESIGNATION -  M 68
 FC0333  PID         -  FC0333
 FC0333  STATE/COUNTY-  TN/POLK
 FC0333  USGS QUAD   -  FARNER (1978)
 FC0333
 FC0333                         *CURRENT SURVEY CONTROL
 FC0333  ___________________________________________________________________
 FC0333* NAD 83(1986)-  35 10 01.     (N)    084 21 09.     (W)     SCALED    
 FC0333* NAVD 88     -       326.851  (meters)    1072.34   (feet)  ADJUSTED  
 FC0333  ___________________________________________________________________
 FC0333  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 FC0333  DYNAMIC HT  -         326.518 (meters)    1071.25  (feet)  COMP
 FC0333  MODELED GRAV-     979,608.9   (mgal)                       NAVD 88
 FC0333
 FC0333  VERT ORDER  -  SECOND    CLASS 0
 FC0333
 FC0333.The horizontal coordinates were scaled from a topographic map and have
 FC0333.an estimated accuracy of +/- 6 seconds.
 FC0333
 FC0333.The orthometric height was determined by differential leveling
 FC0333.and adjusted by the National Geodetic Survey in June 1991..
 FC0333
 FC0333.The geoid height was determined by GEOID03.
 FC0333
 FC0333.The dynamic height is computed by dividing the NAVD 88
 FC0333.geopotential number by the normal gravity value computed on the
 FC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0333.degrees latitude (g = 980.6199 gals.).
 FC0333
 FC0333.The modeled gravity was interpolated from observed gravity values.
 FC0333
 FC0333;                    North         East    Units  Estimated Accuracy
 FC0333;SPC TN       -    93,750.      750,090.      MT  (+/- 180 meters Scaled)
 FC0333
 FC0333                          SUPERSEDED SURVEY CONTROL
 FC0333
 FC0333  NGVD 29 (??/??/92)  326.896  (m)         1072.49   (f) ADJ UNCH    2 0
 FC0333
 FC0333.Superseded values are not recommended for survey control.
 FC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0333.See file dsdata.txt to determine how the superseded data were derived.
 FC0333
 FC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD411947(NAD 83)
 FC0333_MARKER: DD = SURVEY DISK
 FC0333_SETTING: 66 = SET IN ROCK OUTCROP
 FC0333_SP_SET: SET IN ROCK OUTCROP
 FC0333_STAMPING: M 68 23
 FC0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0333+STABILITY: POSITION/ELEVATION WELL
 FC0333
 FC0333  HISTORY     - Date     Condition        Report By
 FC0333  HISTORY     - UNK      MONUMENTED       USGS
 FC0333  HISTORY     - 1951     GOOD             NGS
 FC0333
 FC0333                          STATION DESCRIPTION
 FC0333
 FC0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0333'0.2 MI E FROM MC FARLAND.
 FC0333'0.2 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0333'THE STATION AT MC FARLAND, POLK COUNTY, JUST WEST OF A CATTLE
 FC0333'GUARD, 13.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND
 FC0333'IN THE TOP OF A LARGE FLAT ROCK, 150 FEET EAST OF THE EAST END
 FC0333'OF A SWITCH, 33 FEET WEST OF CENTER OF SOUTH END OF 36-INCH
 FC0333'CAST IRON CULVERT, AND ABOUT 1.5 FEET HIGHER THAN THE RAIL.  A
 FC0333'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 68 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0336 ***********************************************************************
 FC0336  DESIGNATION -  M 68
 FC0336  PID         -  FC0336
 FC0336  STATE/COUNTY-  TN/POLK
 FC0336  USGS QUAD   -  MC FARLAND (1980)
 FC0336
 FC0336                         *CURRENT SURVEY CONTROL
 FC0336  ___________________________________________________________________
 FC0336* NAD 83(1986)-  35 10 16.     (N)    084 23 37.     (W)     SCALED    
 FC0336* NAVD 88     -       295.657  (meters)     970.00   (feet)  ADJUSTED  
 FC0336  ___________________________________________________________________
 FC0336  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FC0336  DYNAMIC HT  -         295.359 (meters)     969.02  (feet)  COMP
 FC0336  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 FC0336
 FC0336  VERT ORDER  -  SECOND    CLASS 0
 FC0336
 FC0336.The horizontal coordinates were scaled from a topographic map and have
 FC0336.an estimated accuracy of +/- 6 seconds.
 FC0336
 FC0336.The orthometric height was determined by differential leveling
 FC0336.and adjusted by the National Geodetic Survey in June 1991..
 FC0336
 FC0336.The geoid height was determined by GEOID03.
 FC0336
 FC0336.The dynamic height is computed by dividing the NAVD 88
 FC0336.geopotential number by the normal gravity value computed on the
 FC0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0336.degrees latitude (g = 980.6199 gals.).
 FC0336
 FC0336.The modeled gravity was interpolated from observed gravity values.
 FC0336
 FC0336;                    North         East    Units  Estimated Accuracy
 FC0336;SPC TN       -    94,150.      746,330.      MT  (+/- 180 meters Scaled)
 FC0336
 FC0336                          SUPERSEDED SURVEY CONTROL
 FC0336
 FC0336  NGVD 29 (??/??/92)  295.707  (m)          970.17   (f) ADJ UNCH    2 0
 FC0336
 FC0336.Superseded values are not recommended for survey control.
 FC0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0336.See file dsdata.txt to determine how the superseded data were derived.
 FC0336
 FC0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD373951(NAD 83)
 FC0336_MARKER: DD = SURVEY DISK
 FC0336_SETTING: 66 = SET IN ROCK OUTCROP
 FC0336_SP_SET: OUTCROP
 FC0336_STAMPING: M 68 23
 FC0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0336+STABILITY: POSITION/ELEVATION WELL
 FC0336
 FC0336  HISTORY     - Date     Condition        Report By
 FC0336  HISTORY     - UNK      MONUMENTED       USGS
 FC0336  HISTORY     - 1951     GOOD             NGS
 FC0336
 FC0336                          STATION DESCRIPTION
 FC0336
 FC0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FC0336'3 MI E FROM MC FARLAND.
 FC0336'3.0 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0336'MC FARLAND, POLK COUNTY, 51.0 FEET NORTHEAST OF MILEPOST L 358,
 FC0336'5 FEET SOUTH OF THE SOUTH RAIL, AND IN THE TOP OF A ROCK OUTCROP
 FC0336'WHICH INCLINES TO THE SOUTH.  A UNITED STATES GEOLOGICAL SURVEY
 FC0336'STANDARD DISK, STAMPED M 68 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0340 ***********************************************************************
 FC0340  DESIGNATION -  M 69
 FC0340  PID         -  FC0340
 FC0340  STATE/COUNTY-  TN/POLK
 FC0340  USGS QUAD   -  FARNER (1978)
 FC0340
 FC0340                         *CURRENT SURVEY CONTROL
 FC0340  ___________________________________________________________________
 FC0340* NAD 83(1986)-  35 10 11.     (N)    084 19 24.     (W)     SCALED    
 FC0340* NAVD 88     -       347.144  (meters)    1138.92   (feet)  ADJUSTED  
 FC0340  ___________________________________________________________________
 FC0340  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FC0340  DYNAMIC HT  -         346.790 (meters)    1137.76  (feet)  COMP
 FC0340  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 FC0340
 FC0340  VERT ORDER  -  SECOND    CLASS 0
 FC0340
 FC0340.The horizontal coordinates were scaled from a topographic map and have
 FC0340.an estimated accuracy of +/- 6 seconds.
 FC0340
 FC0340.The orthometric height was determined by differential leveling
 FC0340.and adjusted by the National Geodetic Survey in June 1991..
 FC0340
 FC0340.The geoid height was determined by GEOID03.
 FC0340
 FC0340.The dynamic height is computed by dividing the NAVD 88
 FC0340.geopotential number by the normal gravity value computed on the
 FC0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0340.degrees latitude (g = 980.6199 gals.).
 FC0340
 FC0340.The modeled gravity was interpolated from observed gravity values.
 FC0340
 FC0340;                    North         East    Units  Estimated Accuracy
 FC0340;SPC TN       -    94,110.      752,740.      MT  (+/- 180 meters Scaled)
 FC0340
 FC0340                          SUPERSEDED SURVEY CONTROL
 FC0340
 FC0340  NGVD 29 (??/??/92)  347.184  (m)         1139.05   (f) ADJ UNCH    2 0
 FC0340
 FC0340.Superseded values are not recommended for survey control.
 FC0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0340.See file dsdata.txt to determine how the superseded data were derived.
 FC0340
 FC0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD437951(NAD 83)
 FC0340_MARKER: DD = SURVEY DISK
 FC0340_SETTING: 66 = SET IN ROCK OUTCROP
 FC0340_SP_SET: LEDGE
 FC0340_STAMPING: M 69 23
 FC0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0340+STABILITY: POSITION/ELEVATION WELL
 FC0340
 FC0340  HISTORY     - Date     Condition        Report By
 FC0340  HISTORY     - UNK      MONUMENTED       USGS
 FC0340  HISTORY     - 1949     GOOD             NGS
 FC0340
 FC0340                          STATION DESCRIPTION
 FC0340
 FC0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0340'AT APALACHIA.
 FC0340'AT APALACHIA, POLK COUNTY, 230 FEET EAST OF THE LOUISVILLE
 FC0340'AND NASHVILLE RAILROAD STATION, 5 FEET SOUTH OF THE SOUTH RAIL,
 FC0340'AND IN THE TOP OF A ROCK LEDGE, 6 INCHES HIGHER THAN THE RAIL.
 FC0340'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 69 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1729 ***********************************************************************
 FE1729  DESIGNATION -  M 69
 FE1729  PID         -  FE1729
 FE1729  STATE/COUNTY-  TN/TIPTON
 FE1729  USGS QUAD   -  COVINGTON (1983)
 FE1729
 FE1729                         *CURRENT SURVEY CONTROL
 FE1729  ___________________________________________________________________
 FE1729* NAD 83(1986)-  35 35 49.     (N)    089 37 50.     (W)     SCALED    
 FE1729* NAVD 88     -        90.245  (meters)     296.08   (feet)  ADJUSTED  
 FE1729  ___________________________________________________________________
 FE1729  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1729  DYNAMIC HT  -          90.169 (meters)     295.83  (feet)  COMP
 FE1729  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 FE1729
 FE1729  VERT ORDER  -  SECOND    CLASS 0
 FE1729
 FE1729.The horizontal coordinates were scaled from a topographic map and have
 FE1729.an estimated accuracy of +/- 6 seconds.
 FE1729
 FE1729.The orthometric height was determined by differential leveling
 FE1729.and adjusted by the National Geodetic Survey in June 1991..
 FE1729.WARNING-Repeat measurements at this control monument indicate possible
 FE1729.vertical movement.
 FE1729
 FE1729.The geoid height was determined by GEOID03.
 FE1729
 FE1729.The dynamic height is computed by dividing the NAVD 88
 FE1729.geopotential number by the normal gravity value computed on the
 FE1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1729.degrees latitude (g = 980.6199 gals.).
 FE1729
 FE1729.The modeled gravity was interpolated from observed gravity values.
 FE1729
 FE1729;                    North         East    Units  Estimated Accuracy
 FE1729;SPC TN       -   146,300.      271,090.      MT  (+/- 180 meters Scaled)
 FE1729
 FE1729                          SUPERSEDED SURVEY CONTROL
 FE1729
 FE1729  NGVD 29 (??/??/??)   90.235  (m)          296.05   (f) ADJUSTED    2 0
 FE1729
 FE1729.Superseded values are not recommended for survey control.
 FE1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1729.See file dsdata.txt to determine how the superseded data were derived.
 FE1729
 FE1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE616424(NAD 83)
 FE1729_MARKER: DB = BENCH MARK DISK
 FE1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1729_STAMPING: M 69 1935
 FE1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1729+STABILITY: SURFACE MOTION
 FE1729
 FE1729  HISTORY     - Date     Condition        Report By
 FE1729  HISTORY     - 1935     MONUMENTED       CGS
 FE1729  HISTORY     - 1957     GOOD             CGS
 FE1729  HISTORY     - 1974     MARK NOT FOUND   NGS
 FE1729
 FE1729                          STATION DESCRIPTION
 FE1729
 FE1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1729'2.4 MI NE FROM COVINGTON.
 FE1729'2.4 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE1729'THE STATION AT COVINGTON, ABOUT 0.2 MILE NORTHEAST OF MILEPOST
 FE1729'NO. 350, 23 FEET EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK,
 FE1729'35 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE NORTH
 FE1729'BOUND TRACK AND A GRAVEL ROAD CROSSING, 22 FEET NORTH OF THE
 FE1729'CENTER LINE OF THE GRAVEL ROAD, 5 FEET WEST OF TELEPHONE POLE
 FE1729'NO. 5500, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 FE1729'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE1729'POST 12 INCHES BELOW THE LEVEL OF THE GROUND.  NOTE-- MARK APPEARS
 FE1729'TO BE IN GOOD CONDITION, HOWEVER, ITS PRESENT ELEVATION INDICATE
 FE1729'THAT MARK HAS PROBABLY BEEN RESET.
 FE1729
 FE1729                          STATION RECOVERY (1974)
 FE1729
 FE1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1466 ***********************************************************************
 FC1466  DESIGNATION -  M 7
 FC1466  PID         -  FC1466
 FC1466  STATE/COUNTY-  TN/WARREN
 FC1466  USGS QUAD   -  MC MINNVILLE (1984)
 FC1466
 FC1466                         *CURRENT SURVEY CONTROL
 FC1466  ___________________________________________________________________
 FC1466* NAD 83(1986)-  35 40 38.     (N)    085 46 23.     (W)     SCALED    
 FC1466* NAVD 88     -       279.937  (meters)     918.43   (feet)  ADJUSTED  
 FC1466  ___________________________________________________________________
 FC1466  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FC1466  DYNAMIC HT  -         279.678 (meters)     917.58  (feet)  COMP
 FC1466  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 FC1466
 FC1466  VERT ORDER  -  SECOND    CLASS 0
 FC1466
 FC1466.The horizontal coordinates were scaled from a topographic map and have
 FC1466.an estimated accuracy of +/- 6 seconds.
 FC1466
 FC1466.The orthometric height was determined by differential leveling
 FC1466.and adjusted by the National Geodetic Survey in June 1991..
 FC1466
 FC1466.The geoid height was determined by GEOID03.
 FC1466
 FC1466.The dynamic height is computed by dividing the NAVD 88
 FC1466.geopotential number by the normal gravity value computed on the
 FC1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1466.degrees latitude (g = 980.6199 gals.).
 FC1466
 FC1466.The modeled gravity was interpolated from observed gravity values.
 FC1466
 FC1466;                    North         East    Units  Estimated Accuracy
 FC1466;SPC TN       -   149,130.      620,540.      MT  (+/- 180 meters Scaled)
 FC1466
 FC1466                          SUPERSEDED SURVEY CONTROL
 FC1466
 FC1466.No superseded survey control is available for this station.
 FC1466
 FC1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE110488(NAD 83)
 FC1466_MARKER: DB = BENCH MARK DISK
 FC1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1466_SP_SET: BUILDING
 FC1466_STAMPING: 918.755 M 7 1930
 FC1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1466
 FC1466  HISTORY     - Date     Condition        Report By
 FC1466  HISTORY     - 1930     MONUMENTED       CGS
 FC1466  HISTORY     - 1953     GOOD             NGS
 FC1466  HISTORY     - 20030208 MARK NOT FOUND   TNDT
 FC1466
 FC1466                          STATION DESCRIPTION
 FC1466
 FC1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FC1466'AT MC MINNVILLE.
 FC1466'AT MC MINNVILLE, WARREN COUNTY, IN THE EAST WALL OF THE NASHVILLE,
 FC1466'CHATTANOOGA AND ST. LOUIS RAILWAY STATION, 3-1/2 FEET EAST OF THE
 FC1466'WAITING-ROOM DOOR, AND 3.9 FEET ABOVE THE PAVEMENT.  A STANDARD
 FC1466'DISK, STAMPED 918.755 M 7 1930 AND SET VERTICALLY.
 FC1466
 FC1466                          STATION RECOVERY (2003)
 FC1466
 FC1466'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1466'RAILWAY STATION HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0350 ***********************************************************************
 FC0350  DESIGNATION -  M 72
 FC0350  PID         -  FC0350
 FC0350  STATE/COUNTY-  TN/POLK
 FC0350  USGS QUAD   -  ISABELLA (1978)
 FC0350
 FC0350                         *CURRENT SURVEY CONTROL
 FC0350  ___________________________________________________________________
 FC0350* NAD 83(1986)-  35 06 56.     (N)    084 20 39.     (W)     SCALED    
 FC0350* NAVD 88     -       465.086  (meters)    1525.87   (feet)  ADJUSTED  
 FC0350  ___________________________________________________________________
 FC0350  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FC0350  DYNAMIC HT  -         464.614 (meters)    1524.32  (feet)  COMP
 FC0350  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 FC0350
 FC0350  VERT ORDER  -  SECOND    CLASS 0
 FC0350
 FC0350.The horizontal coordinates were scaled from a topographic map and have
 FC0350.an estimated accuracy of +/- 6 seconds.
 FC0350
 FC0350.The orthometric height was determined by differential leveling
 FC0350.and adjusted by the National Geodetic Survey in June 1991..
 FC0350
 FC0350.The geoid height was determined by GEOID03.
 FC0350
 FC0350.The dynamic height is computed by dividing the NAVD 88
 FC0350.geopotential number by the normal gravity value computed on the
 FC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0350.degrees latitude (g = 980.6199 gals.).
 FC0350
 FC0350.The modeled gravity was interpolated from observed gravity values.
 FC0350
 FC0350;                    North         East    Units  Estimated Accuracy
 FC0350;SPC TN       -    88,070.      750,940.      MT  (+/- 180 meters Scaled)
 FC0350
 FC0350                          SUPERSEDED SURVEY CONTROL
 FC0350
 FC0350  NGVD 29 (??/??/92)  465.125  (m)         1526.00   (f) ADJ UNCH    2 0
 FC0350
 FC0350.Superseded values are not recommended for survey control.
 FC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0350.See file dsdata.txt to determine how the superseded data were derived.
 FC0350
 FC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD420890(NAD 83)
 FC0350_MARKER: DD = SURVEY DISK
 FC0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0350_SP_SET: ABUTMENT
 FC0350_STAMPING: M 72
 FC0350_MARK LOGO: USGS  
 FC0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0350+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2000
 FC0350
 FC0350  HISTORY     - Date     Condition        Report By
 FC0350  HISTORY     - UNK      MONUMENTED       USGS
 FC0350  HISTORY     - 1949     GOOD             NGS
 FC0350  HISTORY     - 20000119 SEE DESCRIPTION  NCGS
 FC0350
 FC0350                          STATION DESCRIPTION
 FC0350
 FC0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0350'0.8 MI S FROM TURTLETOWN.
 FC0350'0.8 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FC0350'TURTLETOWN, POLK COUNTY, AT BRIDGE 56, IN THE CENTER OF THE TOP
 FC0350'OF THE SECOND COURSE OF STONE FROM THE TOP OF THE EAST SIDE OF
 FC0350'THE SOUTH ABUTMENT, 8 FEET EAST OF THE EAST RAIL, AND 3 FEET
 FC0350'LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FC0350'DISK, STAMPED M 72.
 FC0350
 FC0350                          STATION RECOVERY (2000)
 FC0350
 FC0350'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0350'THE STATION IS NOT ACCESSIBLE IF IT STILL EXISTS. IT IS COMPLETELY
 FC0350'COVERED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1041 ***********************************************************************
 FE1041  DESIGNATION -  M 72
 FE1041  PID         -  FE1041
 FE1041  STATE/COUNTY-  TN/HARDEMAN
 FE1041  USGS QUAD   -  WHITEVILLE (1981)
 FE1041
 FE1041                         *CURRENT SURVEY CONTROL
 FE1041  ___________________________________________________________________
 FE1041* NAD 83(1986)-  35 19 20.     (N)    089 08 06.     (W)     SCALED    
 FE1041* NAVD 88     -       147.409  (meters)     483.62   (feet)  ADJUSTED  
 FE1041  ___________________________________________________________________
 FE1041  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FE1041  DYNAMIC HT  -         147.274 (meters)     483.18  (feet)  COMP
 FE1041  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 FE1041
 FE1041  VERT ORDER  -  SECOND    CLASS 0
 FE1041
 FE1041.The horizontal coordinates were scaled from a topographic map and have
 FE1041.an estimated accuracy of +/- 6 seconds.
 FE1041
 FE1041.The orthometric height was determined by differential leveling
 FE1041.and adjusted by the National Geodetic Survey in June 1991..
 FE1041
 FE1041.The geoid height was determined by GEOID03.
 FE1041
 FE1041.The dynamic height is computed by dividing the NAVD 88
 FE1041.geopotential number by the normal gravity value computed on the
 FE1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1041.degrees latitude (g = 980.6199 gals.).
 FE1041
 FE1041.The modeled gravity was interpolated from observed gravity values.
 FE1041
 FE1041;                    North         East    Units  Estimated Accuracy
 FE1041;SPC TN       -   114,280.      314,990.      MT  (+/- 180 meters Scaled)
 FE1041
 FE1041                          SUPERSEDED SURVEY CONTROL
 FE1041
 FE1041  NGVD 29 (??/??/??)  147.393  (m)          483.57   (f) ADJUSTED    2 0
 FE1041
 FE1041.Superseded values are not recommended for survey control.
 FE1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1041.See file dsdata.txt to determine how the superseded data were derived.
 FE1041
 FE1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE059108(NAD 83)
 FE1041_MARKER: DB = BENCH MARK DISK
 FE1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1041_STAMPING: M 72 1935
 FE1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1041+STABILITY: SURFACE MOTION
 FE1041
 FE1041  HISTORY     - Date     Condition        Report By
 FE1041  HISTORY     - 1935     MONUMENTED       CGS
 FE1041  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE1041
 FE1041                          STATION DESCRIPTION
 FE1041
 FE1041'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1041'1 MI E FROM WHITEVILLE.
 FE1041'1.0 MILE EAST ALONG U.S. HIGHWAY 64 FROM THE NASHVILLE, CHATTANOOGA
 FE1041'AND ST. LOUIS RAILWAY STATION AT WHITEVILLE, HARDEMAN COUNTY,
 FE1041'0.2 MILE WEST OF THE TOP OF A HIGH HILL, 40 FEET SOUTH OF THE
 FE1041'CENTERLINE OF THE HIGHWAY, AND 24 FEET WEST OF A FENCE CORNER.
 FE1041'A STANDARD DISK, STAMPED M 72 1935 AND SET IN THE TOP OF A
 FE1041'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1016 ***********************************************************************
 FE1016  DESIGNATION -  M 73
 FE1016  PID         -  FE1016
 FE1016  STATE/COUNTY-  TN/FAYETTE
 FE1016  USGS QUAD   -  LAMBERT (1983)
 FE1016
 FE1016                         *CURRENT SURVEY CONTROL
 FE1016  ___________________________________________________________________
 FE1016* NAD 83(1986)-  35 19 05.     (N)    089 26 25.     (W)     SCALED    
 FE1016* NAVD 88     -       106.829  (meters)     350.49   (feet)  ADJUSTED  
 FE1016  ___________________________________________________________________
 FE1016  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FE1016  DYNAMIC HT  -         106.733 (meters)     350.17  (feet)  COMP
 FE1016  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 FE1016
 FE1016  VERT ORDER  -  SECOND    CLASS 0
 FE1016
 FE1016.The horizontal coordinates were scaled from a topographic map and have
 FE1016.an estimated accuracy of +/- 6 seconds.
 FE1016
 FE1016.The orthometric height was determined by differential leveling
 FE1016.and adjusted by the National Geodetic Survey in June 1991..
 FE1016
 FE1016.The geoid height was determined by GEOID03.
 FE1016
 FE1016.The dynamic height is computed by dividing the NAVD 88
 FE1016.geopotential number by the normal gravity value computed on the
 FE1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1016.degrees latitude (g = 980.6199 gals.).
 FE1016
 FE1016.The modeled gravity was interpolated from observed gravity values.
 FE1016
 FE1016;                    North         East    Units  Estimated Accuracy
 FE1016;SPC TN       -   114,750.      287,230.      MT  (+/- 180 meters Scaled)
 FE1016
 FE1016                          SUPERSEDED SURVEY CONTROL
 FE1016
 FE1016  NGVD 29 (??/??/??)  106.812  (m)          350.43   (f) ADJUSTED    2 0
 FE1016
 FE1016.Superseded values are not recommended for survey control.
 FE1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1016.See file dsdata.txt to determine how the superseded data were derived.
 FE1016
 FE1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE781110(NAD 83)
 FE1016_MARKER: DB = BENCH MARK DISK
 FE1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1016_STAMPING: M 73 1935
 FE1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1016+STABILITY: SURFACE MOTION
 FE1016
 FE1016  HISTORY     - Date     Condition        Report By
 FE1016  HISTORY     - 1935     MONUMENTED       CGS
 FE1016  HISTORY     - 1952     MARK NOT FOUND   USGS
 FE1016
 FE1016                          STATION DESCRIPTION
 FE1016
 FE1016'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FE1016'7.9 MI NW FROM SOMERVILLE.
 FE1016'7.9 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1016'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, AT THE TOP OF A HILL,
 FE1016'200 YARDS NORTH OF A WOODED AREA, 60 FEET FROM THE CENTER OF THE
 FE1016'JUNCTION OF A ROAD LEADING NORTH, AND 40 FEET SOUTH OF THE
 FE1016'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 73 1935
 FE1016'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0495 ***********************************************************************
 FC0495  DESIGNATION -  M 73
 FC0495  PID         -  FC0495
 FC0495  STATE/COUNTY-  TN/MCMINN
 FC0495  USGS QUAD   -  ETOWAH (1975)
 FC0495
 FC0495                         *CURRENT SURVEY CONTROL
 FC0495  ___________________________________________________________________
 FC0495* NAD 83(1986)-  35 19 19.     (N)    084 31 31.     (W)     SCALED    
 FC0495* NAVD 88     -       245.917  (meters)     806.81   (feet)  ADJUSTED  
 FC0495  ___________________________________________________________________
 FC0495  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FC0495  DYNAMIC HT  -         245.679 (meters)     806.03  (feet)  COMP
 FC0495  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 FC0495
 FC0495  VERT ORDER  -  SECOND    CLASS 0
 FC0495
 FC0495.The horizontal coordinates were scaled from a topographic map and have
 FC0495.an estimated accuracy of +/- 6 seconds.
 FC0495
 FC0495.The orthometric height was determined by differential leveling
 FC0495.and adjusted by the National Geodetic Survey in June 1991..
 FC0495
 FC0495.The geoid height was determined by GEOID03.
 FC0495
 FC0495.The dynamic height is computed by dividing the NAVD 88
 FC0495.geopotential number by the normal gravity value computed on the
 FC0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0495.degrees latitude (g = 980.6199 gals.).
 FC0495
 FC0495.The modeled gravity was interpolated from observed gravity values.
 FC0495
 FC0495;                    North         East    Units  Estimated Accuracy
 FC0495;SPC TN       -   110,700.      734,090.      MT  (+/- 180 meters Scaled)
 FC0495
 FC0495                          SUPERSEDED SURVEY CONTROL
 FC0495
 FC0495  NGVD 29 (??/??/92)  245.994  (m)          807.07   (f) ADJ UNCH    2 0
 FC0495
 FC0495.Superseded values are not recommended for survey control.
 FC0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0495.See file dsdata.txt to determine how the superseded data were derived.
 FC0495
 FC0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE249115(NAD 83)
 FC0495_MARKER: DD = SURVEY DISK
 FC0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0495_SP_SET: BRIDGE
 FC0495_STAMPING: M 73 23
 FC0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0495
 FC0495  HISTORY     - Date     Condition        Report By
 FC0495  HISTORY     - UNK      MONUMENTED       USGS
 FC0495  HISTORY     - 1949     MARK NOT FOUND   NGS
 FC0495
 FC0495                          STATION DESCRIPTION
 FC0495
 FC0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0495'AT ETOWAH.
 FC0495'AT ETOWAH, MC MINN COUNTY, 575 FEET SOUTH OF THE SOUTH SIDE OF
 FC0495'THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 140 FEET WEST OF
 FC0495'THE MAIN TRACK, AND IN THE TOP OF THE NORTH CONCRETE WINGWALL OF
 FC0495'THE EAST ABUTMENT OF A HIGHWAY BRIDGE OVER CANE CREEK.  A
 FC0495'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 73 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0322 ***********************************************************************
 FC0322  DESIGNATION -  M 74
 FC0322  PID         -  FC0322
 FC0322  STATE/COUNTY-  TN/MCMINN
 FC0322  USGS QUAD   -  ENGLEWOOD (1980)
 FC0322
 FC0322                         *CURRENT SURVEY CONTROL
 FC0322  ___________________________________________________________________
 FC0322* NAD 83(1986)-  35 25 28.     (N)    084 29 20.     (W)     SCALED    
 FC0322* NAVD 88     -       263.710  (meters)     865.19   (feet)  ADJUSTED  
 FC0322  ___________________________________________________________________
 FC0322  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FC0322  DYNAMIC HT  -         263.456 (meters)     864.36  (feet)  COMP
 FC0322  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 FC0322
 FC0322  VERT ORDER  -  SECOND    CLASS 0
 FC0322
 FC0322.The horizontal coordinates were scaled from a topographic map and have
 FC0322.an estimated accuracy of +/- 6 seconds.
 FC0322
 FC0322.The orthometric height was determined by differential leveling
 FC0322.and adjusted by the National Geodetic Survey in June 1991..
 FC0322
 FC0322.The geoid height was determined by GEOID03.
 FC0322
 FC0322.The dynamic height is computed by dividing the NAVD 88
 FC0322.geopotential number by the normal gravity value computed on the
 FC0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0322.degrees latitude (g = 980.6199 gals.).
 FC0322
 FC0322.The modeled gravity was interpolated from observed gravity values.
 FC0322
 FC0322;                    North         East    Units  Estimated Accuracy
 FC0322;SPC TN       -   122,120.      737,220.      MT  (+/- 180 meters Scaled)
 FC0322
 FC0322                          SUPERSEDED SURVEY CONTROL
 FC0322
 FC0322  NGVD 29 (??/??/92)  263.790  (m)          865.45   (f) ADJ UNCH    2 0
 FC0322
 FC0322.Superseded values are not recommended for survey control.
 FC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0322.See file dsdata.txt to determine how the superseded data were derived.
 FC0322
 FC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE279230(NAD 83)
 FC0322_MARKER: DD = SURVEY DISK
 FC0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0322_SP_SET: BRASS SIGNAL
 FC0322_STAMPING: M 74 23
 FC0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0322
 FC0322  HISTORY     - Date     Condition        Report By
 FC0322  HISTORY     - UNK      MONUMENTED       USGS
 FC0322  HISTORY     - 1949     GOOD             NGS
 FC0322
 FC0322                          STATION DESCRIPTION
 FC0322
 FC0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0322'AT ENGLEWOOD.
 FC0322'AT ENGLEWOOD, MC MINN COUNTY, 0.2 MILE SOUTHWEST OF THE LOUISVILLE
 FC0322'AND NASHVILLE RAILROAD STATION, 200 FEET SOUTHWEST OF THE JUNCTION
 FC0322'OF THE BRANCH LINE, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 FC0322'IN THE TOP OF THE CONCRETE BASE OF BLOCK SIGNAL 326.2.  A UNITED
 FC0322'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M-74-23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0466 ***********************************************************************
 FF0466  DESIGNATION -  M 75
 FF0466  PID         -  FF0466
 FF0466  STATE/COUNTY-  TN/SHELBY
 FF0466  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0466
 FF0466                         *CURRENT SURVEY CONTROL
 FF0466  ___________________________________________________________________
 FF0466* NAD 83(1986)-  35 05 10.     (N)    090 02 10.     (W)     SCALED    
 FF0466* NAVD 88     -        74.098  (meters)     243.10   (feet)  ADJUSTED  
 FF0466  ___________________________________________________________________
 FF0466  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FF0466  DYNAMIC HT  -          74.030 (meters)     242.88  (feet)  COMP
 FF0466  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FF0466
 FF0466  VERT ORDER  -  FIRST     CLASS II
 FF0466
 FF0466.The horizontal coordinates were scaled from a topographic map and have
 FF0466.an estimated accuracy of +/- 6 seconds.
 FF0466
 FF0466.The orthometric height was determined by differential leveling
 FF0466.and adjusted by the National Geodetic Survey in June 1991..
 FF0466
 FF0466.The geoid height was determined by GEOID03.
 FF0466
 FF0466.The dynamic height is computed by dividing the NAVD 88
 FF0466.geopotential number by the normal gravity value computed on the
 FF0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0466.degrees latitude (g = 980.6199 gals.).
 FF0466
 FF0466.The modeled gravity was interpolated from observed gravity values.
 FF0466
 FF0466;                    North         East    Units  Estimated Accuracy
 FF0466;SPC TN       -    91,110.      232,030.      MT  (+/- 180 meters Scaled)
 FF0466
 FF0466                          SUPERSEDED SURVEY CONTROL
 FF0466
 FF0466  NGVD 29 (??/??/??)   74.066  (m)          243.00   (f) ADJUSTED    1 2
 FF0466
 FF0466.Superseded values are not recommended for survey control.
 FF0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0466.See file dsdata.txt to determine how the superseded data were derived.
 FF0466
 FF0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU702866(NAD 83)
 FF0466_MARKER: DB = BENCH MARK DISK
 FF0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0466_SP_SET: CULVERT
 FF0466_STAMPING: M 75 1956
 FF0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0466+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FF0466
 FF0466  HISTORY     - Date     Condition        Report By
 FF0466  HISTORY     - 1956     MONUMENTED       CGS
 FF0466  HISTORY     - 1974     GOOD             NGS
 FF0466  HISTORY     - 1976     GOOD             NGS
 FF0466  HISTORY     - 19950322 GOOD             TN1620
 FF0466  HISTORY     - 20021030 GOOD             USACE
 FF0466
 FF0466                          STATION DESCRIPTION
 FF0466
 FF0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0466'AT MEMPHIS.
 FF0466'AT MEMPHIS, 1.5 MILES EAST ALONG MALLORY AVENUE FROM THE
 FF0466'INTERSECTION OF FLORIDA STREET, 1.2 MILES EAST OF THE INTERSECTION
 FF0466'OF SOUTH THIRD STREET (U.S. HIGHWAY 61), 0.25 MILE EAST OF THE
 FF0466'LONGVIEW HEIGHTS CHURCH OF 7TH DAY ADVENTIST, AT THE INTERSECTION
 FF0466'OF MALLORY AVENUE AND PROSPECT STREET, 143 FEET EAST OF THE
 FF0466'CENTER LINE OF PROSPECT STREET, 42 FEET NORTH OF THE CENTER LINE
 FF0466'OF MALLORY AVENUE, 5.3 FEET NORTH OF THE NORTH EDGE OF SIDEWALK,
 FF0466'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF AN
 FF0466'8 FOOT CONCRETE CULVERT UNDER MALLORY AVENUE, 1/2 FOOT WEST OF
 FF0466'THE WEST END OF A PIPE RAILING, ABOUT LEVEL WITH MALLORY AVENUE.
 FF0466
 FF0466                          STATION RECOVERY (1976)
 FF0466
 FF0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0466'RECOVERED IN GOOD CONDITION.
 FF0466
 FF0466                          STATION RECOVERY (1995)
 FF0466
 FF0466'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0466'RECOVERED IN GOOD CONDITION.
 FF0466
 FF0466                          STATION RECOVERY (2002)
 FF0466
 FF0466'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0039 ***********************************************************************
 FD0039  DESIGNATION -  M 77
 FD0039  PID         -  FD0039
 FD0039  STATE/COUNTY-  TN/BEDFORD
 FD0039  USGS QUAD   -  WARTRACE (1980)
 FD0039
 FD0039                         *CURRENT SURVEY CONTROL
 FD0039  ___________________________________________________________________
 FD0039* NAD 83(1986)-  35 30 39.     (N)    086 19 30.     (W)     SCALED    
 FD0039* NAVD 88     -       242.413  (meters)     795.32   (feet)  ADJUSTED  
 FD0039  ___________________________________________________________________
 FD0039  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FD0039  DYNAMIC HT  -         242.188 (meters)     794.58  (feet)  COMP
 FD0039  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FD0039
 FD0039  VERT ORDER  -  SECOND    CLASS 0
 FD0039
 FD0039.The horizontal coordinates were scaled from a topographic map and have
 FD0039.an estimated accuracy of +/- 6 seconds.
 FD0039
 FD0039.The orthometric height was determined by differential leveling
 FD0039.and adjusted by the National Geodetic Survey in June 1991..
 FD0039
 FD0039.The geoid height was determined by GEOID03.
 FD0039
 FD0039.The dynamic height is computed by dividing the NAVD 88
 FD0039.geopotential number by the normal gravity value computed on the
 FD0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0039.degrees latitude (g = 980.6199 gals.).
 FD0039
 FD0039.The modeled gravity was interpolated from observed gravity values.
 FD0039
 FD0039;                    North         East    Units  Estimated Accuracy
 FD0039;SPC TN       -   130,690.      570,520.      MT  (+/- 180 meters Scaled)
 FD0039
 FD0039                          SUPERSEDED SURVEY CONTROL
 FD0039
 FD0039  NGVD 29 (??/??/92)  242.408  (m)          795.30   (f) ADJ UNCH    2 0
 FD0039
 FD0039.Superseded values are not recommended for survey control.
 FD0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0039.See file dsdata.txt to determine how the superseded data were derived.
 FD0039
 FD0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE612299(NAD 83)
 FD0039_MARKER: DB = BENCH MARK DISK
 FD0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0039_SP_SET: BRIDGE
 FD0039_STAMPING: M 77 1934
 FD0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0039
 FD0039  HISTORY     - Date     Condition        Report By
 FD0039  HISTORY     - 1934     MONUMENTED       CGS
 FD0039  HISTORY     - 1944     POOR             NGS
 FD0039
 FD0039                          STATION DESCRIPTION
 FD0039
 FD0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 FD0039'1.4 MI SE FROM WARTRACE.
 FD0039'1.4 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0039'LOUIS RAILWAY FROM THE STATION AT WARTRACE, BEDFORD COUNTY, 0.2
 FD0039'MILE SOUTHEAST OF MILEPOST 56, NEAR A PUMPING STATION, AT BRIDGE
 FD0039'56.2, AND IN THE TOP OF THE NORTHWEST ABUTMENT, 4.5 FEET LOWER
 FD0039'THAN THE TRACK.  A STANDARD DISK, STAMPED M 77 1934.  NOTE-- USE
 FD0039'WITH CAUTION.  THE WINGWALL OF BRIDGE 56.2 CONTAINING THIS BENCH
 FD0039'MARK HAS SETTLED AN UNKNOWN AMOUNT ON ACCOUNT OF EXCAVATION WORK
 FD0039'AROUND THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1136 ***********************************************************************
 GB1136  DESIGNATION -  M 78
 GB1136  PID         -  GB1136
 GB1136  STATE/COUNTY-  TN/FENTRESS
 GB1136  USGS QUAD   -  PALL MALL (1986)
 GB1136
 GB1136                         *CURRENT SURVEY CONTROL
 GB1136  ___________________________________________________________________
 GB1136* NAD 83(1986)-  36 30 07.     (N)    084 58 01.     (W)     SCALED    
 GB1136* NAVD 88     -       389.067  (meters)    1276.46   (feet)  ADJUSTED  
 GB1136  ___________________________________________________________________
 GB1136  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GB1136  DYNAMIC HT  -         388.729 (meters)    1275.36  (feet)  COMP
 GB1136  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 GB1136
 GB1136  VERT ORDER  -  SECOND    CLASS 0
 GB1136
 GB1136.The horizontal coordinates were scaled from a topographic map and have
 GB1136.an estimated accuracy of +/- 6 seconds.
 GB1136
 GB1136.The orthometric height was determined by differential leveling
 GB1136.and adjusted by the National Geodetic Survey in June 1991..
 GB1136
 GB1136.The geoid height was determined by GEOID03.
 GB1136
 GB1136.The dynamic height is computed by dividing the NAVD 88
 GB1136.geopotential number by the normal gravity value computed on the
 GB1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1136.degrees latitude (g = 980.6199 gals.).
 GB1136
 GB1136.The modeled gravity was interpolated from observed gravity values.
 GB1136
 GB1136;                    North         East    Units  Estimated Accuracy
 GB1136;SPC TN       -   241,100.      692,550.      MT  (+/- 180 meters Scaled)
 GB1136
 GB1136                          SUPERSEDED SURVEY CONTROL
 GB1136
 GB1136  NGVD 29 (??/??/92)  389.182  (m)         1276.84   (f) ADJ UNCH    2 0
 GB1136
 GB1136.Superseded values are not recommended for survey control.
 GB1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1136.See file dsdata.txt to determine how the superseded data were derived.
 GB1136
 GB1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF820415(NAD 83)
 GB1136_MARKER: DB = BENCH MARK DISK
 GB1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1136_STAMPING: M 78 1935
 GB1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1136+STABILITY: SURFACE MOTION
 GB1136
 GB1136  HISTORY     - Date     Condition        Report By
 GB1136  HISTORY     - 1935     MONUMENTED       CGS
 GB1136  HISTORY     - 1961     MARK NOT FOUND   NGS
 GB1136
 GB1136                          STATION DESCRIPTION
 GB1136
 GB1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1136'6.2 MI N FROM JAMESTOWN.
 GB1136'6.2 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE COUNTY COURTHOUSE
 GB1136'AT JAMESTOWN, FENTRESS COUNTY, 111 FEET NORTH OF A 10-INCH LONE
 GB1136'CEDAR TREE, 100 FEET EAST OF THE SOUTH END OF AN ABANDONED ROCK
 GB1136'QUARRY, 29 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, HALFWAY UP
 GB1136'A HILL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 78
 GB1136'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GB1136
 GB1136                          STATION RECOVERY (1961)
 GB1136
 GB1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GB1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0111 ***********************************************************************
 GB0111  DESIGNATION -  M 79
 GB0111  PID         -  GB0111
 GB0111  STATE/COUNTY-  TN/CAMPBELL
 GB0111  USGS QUAD   -  JELLICO EAST (1982)
 GB0111
 GB0111                         *CURRENT SURVEY CONTROL
 GB0111  ___________________________________________________________________
 GB0111* NAD 83(1986)-  36 33 57.     (N)    084 02 10.     (W)     SCALED    
 GB0111* NAVD 88     -       316.395  (meters)    1038.04   (feet)  ADJUSTED  
 GB0111  ___________________________________________________________________
 GB0111  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 GB0111  DYNAMIC HT  -         316.121 (meters)    1037.14  (feet)  COMP
 GB0111  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 GB0111
 GB0111  VERT ORDER  -  SECOND    CLASS 0
 GB0111
 GB0111.The horizontal coordinates were scaled from a topographic map and have
 GB0111.an estimated accuracy of +/- 6 seconds.
 GB0111
 GB0111.The orthometric height was determined by differential leveling
 GB0111.and adjusted by the National Geodetic Survey in June 1991..
 GB0111
 GB0111.The geoid height was determined by GEOID03.
 GB0111
 GB0111.The dynamic height is computed by dividing the NAVD 88
 GB0111.geopotential number by the normal gravity value computed on the
 GB0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0111.degrees latitude (g = 980.6199 gals.).
 GB0111
 GB0111.The modeled gravity was interpolated from observed gravity values.
 GB0111
 GB0111;                    North         East    Units  Estimated Accuracy
 GB0111;SPC TN       -   249,470.      775,790.      MT  (+/- 180 meters Scaled)
 GB0111
 GB0111                          SUPERSEDED SURVEY CONTROL
 GB0111
 GB0111  NGVD 29 (??/??/92)  316.542  (m)         1038.52   (f) ADJ UNCH    2 0
 GB0111
 GB0111.Superseded values are not recommended for survey control.
 GB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0111.See file dsdata.txt to determine how the superseded data were derived.
 GB0111
 GB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF652508(NAD 83)
 GB0111_MARKER: DB = BENCH MARK DISK
 GB0111_SETTING: 66 = SET IN ROCK OUTCROP
 GB0111_SP_SET: ROCK LEDGE
 GB0111_STAMPING: M 79 1935 1038.522
 GB0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0111+STABILITY: POSITION/ELEVATION WELL
 GB0111
 GB0111  HISTORY     - Date     Condition        Report By
 GB0111  HISTORY     - 1935     MONUMENTED       CGS
 GB0111  HISTORY     - 1957     GOOD             NGS
 GB0111
 GB0111                          STATION DESCRIPTION
 GB0111
 GB0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0111'AT HOLTON.
 GB0111'AT HOLTON, CAMPBELL COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GB0111'RAILROAD, 23 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 GB0111'STATION, 7.2 FEET EAST OF THE EAST RAIL, IN THE TOP OF A ROCK
 GB0111'LEDGE, AND 0.3 FOOT ABOVE THE TOP OF THE RAIL.  NOTE-- NORTHEAST
 GB0111'ACROSS TRACK FROM TELEPHONE BOOTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0792 ***********************************************************************
 FC0792  DESIGNATION -  M 8
 FC0792  PID         -  FC0792
 FC0792  STATE/COUNTY-  TN/CUMBERLAND
 FC0792  USGS QUAD   -  DORTON (1991)
 FC0792
 FC0792                         *CURRENT SURVEY CONTROL
 FC0792  ___________________________________________________________________
 FC0792* NAD 83(1986)-  35 57 10.     (N)    084 57 28.     (W)     SCALED    
 FC0792* NAVD 88     -       552.909  (meters)    1814.00   (feet)  ADJUSTED  
 FC0792  ___________________________________________________________________
 FC0792  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC0792  DYNAMIC HT  -         552.395 (meters)    1812.32  (feet)  COMP
 FC0792  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FC0792
 FC0792  VERT ORDER  -  SECOND    CLASS 0
 FC0792
 FC0792.The horizontal coordinates were scaled from a topographic map and have
 FC0792.an estimated accuracy of +/- 6 seconds.
 FC0792
 FC0792.The orthometric height was determined by differential leveling
 FC0792.and adjusted by the National Geodetic Survey in June 1991..
 FC0792
 FC0792.The geoid height was determined by GEOID03.
 FC0792
 FC0792.The dynamic height is computed by dividing the NAVD 88
 FC0792.geopotential number by the normal gravity value computed on the
 FC0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0792.degrees latitude (g = 980.6199 gals.).
 FC0792
 FC0792.The modeled gravity was interpolated from observed gravity values.
 FC0792
 FC0792;                    North         East    Units  Estimated Accuracy
 FC0792;SPC TN       -   180,180.      694,020.      MT  (+/- 180 meters Scaled)
 FC0792
 FC0792                          SUPERSEDED SURVEY CONTROL
 FC0792
 FC0792  NGVD 29 (??/??/92)  552.980  (m)         1814.24   (f) ADJ UNCH    2 0
 FC0792
 FC0792.Superseded values are not recommended for survey control.
 FC0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0792.See file dsdata.txt to determine how the superseded data were derived.
 FC0792
 FC0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE841806(NAD 83)
 FC0792_MARKER: DB = BENCH MARK DISK
 FC0792_SETTING: 66 = SET IN ROCK OUTCROP
 FC0792_SP_SET: ROCK LEDGE
 FC0792_STAMPING: 1814.393 M 8 1931
 FC0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0792+STABILITY: POSITION/ELEVATION WELL
 FC0792
 FC0792  HISTORY     - Date     Condition        Report By
 FC0792  HISTORY     - 1931     MONUMENTED       CGS
 FC0792  HISTORY     - 1934     GOOD             NGS
 FC0792  HISTORY     - 1960     MARK NOT FOUND   NGS
 FC0792
 FC0792                          STATION DESCRIPTION
 FC0792
 FC0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0792'AT DORTON.
 FC0792'AT DORTON, CUMBERLAND COUNTY, ON THE TENNESSEE CENTRAL RAILWAY,
 FC0792'260 YARDS EAST OF MILEPOST 135, 4 RAILS EAST OF A ROAD CROSSING,
 FC0792'AND IN A SANDSTONE LEDGE, 16 FEET NORTH OF THE NORTH RAIL OF THE
 FC0792'MAIN TRACK.  A STANDARD DISK, STAMPED 1814.393 M 8 1931.
 FC0792
 FC0792                          STATION RECOVERY (1960)
 FC0792
 FC0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FC0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1806 ***********************************************************************
 GB1806  DESIGNATION -  M 81
 GB1806  PID         -  GB1806
 GB1806  STATE/COUNTY-  TN/WHITE
 GB1806  USGS QUAD   -  BURGESS FALLS (1986)
 GB1806
 GB1806                         *CURRENT SURVEY CONTROL
 GB1806  ___________________________________________________________________
 GB1806* NAD 83(1986)-  36 04 35.     (N)    085 30 32.     (W)     SCALED    
 GB1806* NAVD 88     -       300.676  (meters)     986.47   (feet)  ADJUSTED  
 GB1806  ___________________________________________________________________
 GB1806  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GB1806  DYNAMIC HT  -         300.408 (meters)     985.59  (feet)  COMP
 GB1806  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 GB1806
 GB1806  VERT ORDER  -  SECOND    CLASS 0
 GB1806
 GB1806.The horizontal coordinates were scaled from a topographic map and have
 GB1806.an estimated accuracy of +/- 6 seconds.
 GB1806
 GB1806.The orthometric height was determined by differential leveling
 GB1806.and adjusted by the National Geodetic Survey in June 1991..
 GB1806
 GB1806.The geoid height was determined by GEOID03.
 GB1806
 GB1806.The dynamic height is computed by dividing the NAVD 88
 GB1806.geopotential number by the normal gravity value computed on the
 GB1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1806.degrees latitude (g = 980.6199 gals.).
 GB1806
 GB1806.The modeled gravity was interpolated from observed gravity values.
 GB1806
 GB1806;                    North         East    Units  Estimated Accuracy
 GB1806;SPC TN       -   193,500.      644,240.      MT  (+/- 180 meters Scaled)
 GB1806
 GB1806                          SUPERSEDED SURVEY CONTROL
 GB1806
 GB1806  NGVD 29 (??/??/92)  300.755  (m)          986.73   (f) ADJ UNCH    2 0
 GB1806
 GB1806.Superseded values are not recommended for survey control.
 GB1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1806.See file dsdata.txt to determine how the superseded data were derived.
 GB1806
 GB1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE342934(NAD 83)
 GB1806_MARKER: DB = BENCH MARK DISK
 GB1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1806_STAMPING: M 81 1935
 GB1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1806+STABILITY: SURFACE MOTION
 GB1806
 GB1806  HISTORY     - Date     Condition        Report By
 GB1806  HISTORY     - 1935     MONUMENTED       CGS
 GB1806
 GB1806                          STATION DESCRIPTION
 GB1806
 GB1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1806'6.7 MI SE FROM COOKEVILLE.
 GB1806'IN WHITE COUNTY, 6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 42 FROM
 GB1806'THE COUNTY COURTHOUSE AT COOKEVILLE, PUTNAM COUNTY, 43 YARDS
 GB1806'NORTHEAST OF A FARMHOUSE OWNED IN 1935 BY HARVEY BULLOCK, 55 FEET
 GB1806'NORTH OF THE SOUTHEAST CORNER OF THE GARDEN, 26 FEET WEST OF THE
 GB1806'CENTERLINE OF THE HIGHWAY, 8 FEET EAST OF THE GARDEN FENCE, AND 1
 GB1806'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 81 1935
 GB1806'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1974 ***********************************************************************
 GB1974  DESIGNATION -  M 82
 GB1974  PID         -  GB1974
 GB1974  STATE/COUNTY-  TN/CLAY
 GB1974  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB1974
 GB1974                         *CURRENT SURVEY CONTROL
 GB1974  ___________________________________________________________________
 GB1974* NAD 83(1986)-  36 34 51.     (N)    085 46 44.     (W)     SCALED    
 GB1974* NAVD 88     -       230.994  (meters)     757.85   (feet)  ADJUSTED  
 GB1974  ___________________________________________________________________
 GB1974  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 GB1974  DYNAMIC HT  -         230.799 (meters)     757.21  (feet)  COMP
 GB1974  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 GB1974
 GB1974  VERT ORDER  -  SECOND    CLASS 0
 GB1974
 GB1974.The horizontal coordinates were scaled from a topographic map and have
 GB1974.an estimated accuracy of +/- 6 seconds.
 GB1974
 GB1974.The orthometric height was determined by differential leveling
 GB1974.and adjusted by the National Geodetic Survey in June 1991..
 GB1974
 GB1974.The geoid height was determined by GEOID03.
 GB1974
 GB1974.The dynamic height is computed by dividing the NAVD 88
 GB1974.geopotential number by the normal gravity value computed on the
 GB1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1974.degrees latitude (g = 980.6199 gals.).
 GB1974
 GB1974.The modeled gravity was interpolated from observed gravity values.
 GB1974
 GB1974;                    North         East    Units  Estimated Accuracy
 GB1974;SPC TN       -   249,390.      619,790.      MT  (+/- 180 meters Scaled)
 GB1974
 GB1974                          SUPERSEDED SURVEY CONTROL
 GB1974
 GB1974  NGVD 29 (??/??/92)  231.100  (m)          758.20   (f) ADJ UNCH    2 0
 GB1974
 GB1974.Superseded values are not recommended for survey control.
 GB1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1974.See file dsdata.txt to determine how the superseded data were derived.
 GB1974
 GB1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF092490(NAD 83)
 GB1974_MARKER: DB = BENCH MARK DISK
 GB1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1974_STAMPING: M 82 1935
 GB1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1974+STABILITY: SURFACE MOTION
 GB1974
 GB1974  HISTORY     - Date     Condition        Report By
 GB1974  HISTORY     - 1935     MONUMENTED       CGS
 GB1974
 GB1974                          STATION DESCRIPTION
 GB1974
 GB1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1974'AT HERMITAGE SPRINGS.
 GB1974'AT HERMITAGE SPRINGS, CLAY COUNTY, ON STATE HIGHWAY 52, 28 YARDS
 GB1974'NORTHWEST OF A DIRT-ROAD INTERSECTION, 13.6 FEET NORTHEAST OF THE
 GB1974'NORTHEAST CORNER OF THE HERMITAGE SPRINGS BANK, 2.6 FEET EAST
 GB1974'OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GB1974'M 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0209 ***********************************************************************
 GC0209  DESIGNATION -  M 83
 GC0209  PID         -  GC0209
 GC0209  STATE/COUNTY-  TN/SUMNER
 GC0209  USGS QUAD   -  BETHPAGE (1994)
 GC0209
 GC0209                         *CURRENT SURVEY CONTROL
 GC0209  ___________________________________________________________________
 GC0209* NAD 83(1986)-  36 23 25.     (N)    086 17 51.     (W)     SCALED    
 GC0209* NAVD 88     -       163.833  (meters)     537.51   (feet)  ADJUSTED  
 GC0209  ___________________________________________________________________
 GC0209  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0209  DYNAMIC HT  -         163.698 (meters)     537.07  (feet)  COMP
 GC0209  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 GC0209
 GC0209  VERT ORDER  -  SECOND    CLASS 0
 GC0209
 GC0209.The horizontal coordinates were scaled from a topographic map and have
 GC0209.an estimated accuracy of +/- 6 seconds.
 GC0209
 GC0209.The orthometric height was determined by differential leveling
 GC0209.and adjusted by the National Geodetic Survey in June 1991..
 GC0209
 GC0209.The geoid height was determined by GEOID03.
 GC0209
 GC0209.The dynamic height is computed by dividing the NAVD 88
 GC0209.geopotential number by the normal gravity value computed on the
 GC0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0209.degrees latitude (g = 980.6199 gals.).
 GC0209
 GC0209.The modeled gravity was interpolated from observed gravity values.
 GC0209
 GC0209;                    North         East    Units  Estimated Accuracy
 GC0209;SPC TN       -   228,260.      573,310.      MT  (+/- 180 meters Scaled)
 GC0209
 GC0209                          SUPERSEDED SURVEY CONTROL
 GC0209
 GC0209  NGVD 29 (??/??/92)  163.893  (m)          537.71   (f) ADJ UNCH    2 0
 GC0209
 GC0209.Superseded values are not recommended for survey control.
 GC0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0209.See file dsdata.txt to determine how the superseded data were derived.
 GC0209
 GC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF630274(NAD 83)
 GC0209_MARKER: DB = BENCH MARK DISK
 GC0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0209_STAMPING: M 83 1935
 GC0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0209+STABILITY: SURFACE MOTION
 GC0209
 GC0209  HISTORY     - Date     Condition        Report By
 GC0209  HISTORY     - 1935     MONUMENTED       CGS
 GC0209  HISTORY     - 1961     GOOD             NGS
 GC0209
 GC0209                          STATION DESCRIPTION
 GC0209
 GC0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0209'0.9 MI E FROM CASTALIAN SPRINGS.
 GC0209'0.9 MILE EAST ALONG STATE HIGHWAY 25 FROM CASTALIAN SPRINGS,
 GC0209'SUMNER COUNTY, 41 YARDS SOUTHEAST OF A BRICK FARMHOUSE, 23.7
 GC0209'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A
 GC0209'BOARD FENCE, AND 0.5 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GC0209'DISK, STAMPED M 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GC0209
 GC0209                          STATION RECOVERY (1961)
 GC0209
 GC0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GC0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1621 ***********************************************************************
 GB1621  DESIGNATION -  M 84
 GB1621  PID         -  GB1621
 GB1621  STATE/COUNTY-  TN/PUTNAM
 GB1621  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1621
 GB1621                         *CURRENT SURVEY CONTROL
 GB1621  ___________________________________________________________________
 GB1621* NAD 83(1986)-  36 11 40.     (N)    085 24 40.     (W)     SCALED    
 GB1621* NAVD 88     -       433.403  (meters)    1421.92   (feet)  POSTED    
 GB1621  ___________________________________________________________________
 GB1621  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GB1621  DYNAMIC HT  -         433.020 (meters)    1420.67  (feet)  COMP
 GB1621  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 GB1621
 GB1621  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GB1621
 GB1621.The horizontal coordinates were scaled from a topographic map and have
 GB1621.an estimated accuracy of +/- 6 seconds.
 GB1621
 GB1621.The orthometric height was determined by differential leveling
 GB1621.and adjusted by the National Geodetic Survey in 1992..
 GB1621.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GB1621.rate of 3.1 thru 4.0 mm/km.
 GB1621
 GB1621.The geoid height was determined by GEOID03.
 GB1621
 GB1621.The dynamic height is computed by dividing the NAVD 88
 GB1621.geopotential number by the normal gravity value computed on the
 GB1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1621.degrees latitude (g = 980.6199 gals.).
 GB1621
 GB1621.The modeled gravity was interpolated from observed gravity values.
 GB1621
 GB1621;                    North         East    Units  Estimated Accuracy
 GB1621;SPC TN       -   206,650.      652,960.      MT  (+/- 180 meters Scaled)
 GB1621
 GB1621                          SUPERSEDED SURVEY CONTROL
 GB1621
 GB1621  NGVD 29 (??/??/92)  433.473  (m)         1422.15   (f) ADJ UNCH    2 0
 GB1621
 GB1621.Superseded values are not recommended for survey control.
 GB1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1621.See file dsdata.txt to determine how the superseded data were derived.
 GB1621
 GB1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF428066(NAD 83)
 GB1621_MARKER: DB = BENCH MARK DISK
 GB1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1621_STAMPING: M 84 1935
 GB1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1621+STABILITY: SURFACE MOTION
 GB1621
 GB1621  HISTORY     - Date     Condition        Report By
 GB1621  HISTORY     - 1935     MONUMENTED       CGS
 GB1621
 GB1621                          STATION DESCRIPTION
 GB1621
 GB1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1621'3.3 MI E FROM ALGOOD.
 GB1621'3.3 MILES EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE
 GB1621'STATION AT ALGOOD, PUTNAM COUNTY, AT THE STATION AT PARRAGON,
 GB1621'55 FEET SOUTHEAST OF THE INTERSECTION OF THE SOUTH RAIL WITH
 GB1621'THE CENTERLINE OF A PRIVATE DRIVE, 26 FEET NORTH OF THE
 GB1621'CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACK, 19 FEET
 GB1621'SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 GB1621'THE RAIL.  A STANDARD DISK, STAMPED M 84 1935 AND SET IN THE TOP
 GB1621'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0362 ***********************************************************************
 GC0362  DESIGNATION -  M 85
 GC0362  PID         -  GC0362
 GC0362  STATE/COUNTY-  TN/DAVIDSON
 GC0362  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0362
 GC0362                         *CURRENT SURVEY CONTROL
 GC0362  ___________________________________________________________________
 GC0362* NAD 83(1986)-  36 09 54.     (N)    086 39 04.     (W)     SCALED    
 GC0362* NAVD 88     -       151.270  (meters)     496.29   (feet)  ADJUSTED  
 GC0362  ___________________________________________________________________
 GC0362  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0362  DYNAMIC HT  -         151.142 (meters)     495.87  (feet)  COMP
 GC0362  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GC0362
 GC0362  VERT ORDER  -  SECOND    CLASS 0
 GC0362
 GC0362.The horizontal coordinates were scaled from a topographic map and have
 GC0362.an estimated accuracy of +/- 6 seconds.
 GC0362
 GC0362.The orthometric height was determined by differential leveling
 GC0362.and adjusted by the National Geodetic Survey in June 1991..
 GC0362
 GC0362.The geoid height was determined by GEOID03.
 GC0362
 GC0362.The dynamic height is computed by dividing the NAVD 88
 GC0362.geopotential number by the normal gravity value computed on the
 GC0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0362.degrees latitude (g = 980.6199 gals.).
 GC0362
 GC0362.The modeled gravity was interpolated from observed gravity values.
 GC0362
 GC0362;                    North         East    Units  Estimated Accuracy
 GC0362;SPC TN       -   203,420.      541,420.      MT  (+/- 180 meters Scaled)
 GC0362
 GC0362                          SUPERSEDED SURVEY CONTROL
 GC0362
 GC0362  NGVD 29 (??/??/92)  151.314  (m)          496.44   (f) ADJ UNCH    2 0
 GC0362
 GC0362.Superseded values are not recommended for survey control.
 GC0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0362.See file dsdata.txt to determine how the superseded data were derived.
 GC0362
 GC0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF313023(NAD 83)
 GC0362_MARKER: DB = BENCH MARK DISK
 GC0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0362_STAMPING: M 85 1935
 GC0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0362+STABILITY: SURFACE MOTION
 GC0362
 GC0362  HISTORY     - Date     Condition        Report By
 GC0362  HISTORY     - 1935     MONUMENTED       CGS
 GC0362
 GC0362                          STATION DESCRIPTION
 GC0362
 GC0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0362'0.6 MI E FROM DONELSON.
 GC0362'0.6 MILE EAST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE STATION
 GC0362'AT DONELSON, DAVIDSON COUNTY, 71 FEET EAST OF THE CENTERLINE OF A
 GC0362'ROAD, 25 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 2 FEET LOWER
 GC0362'THAN THE RAIL.  A STANDARD DISK, STAMPED M 85 1935 AND SET IN THE
 GC0362'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0348 ***********************************************************************
 GC0348  DESIGNATION -  M 86
 GC0348  PID         -  GC0348
 GC0348  STATE/COUNTY-  TN/SUMNER
 GC0348  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0348
 GC0348                         *CURRENT SURVEY CONTROL
 GC0348  ___________________________________________________________________
 GC0348* NAD 83(1986)-  36 22 08.     (N)    086 30 51.     (W)     SCALED    
 GC0348* NAVD 88     -       162.825  (meters)     534.20   (feet)  ADJUSTED  
 GC0348  ___________________________________________________________________
 GC0348  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0348  DYNAMIC HT  -         162.689 (meters)     533.76  (feet)  COMP
 GC0348  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GC0348
 GC0348  VERT ORDER  -  SECOND    CLASS 0
 GC0348
 GC0348.The horizontal coordinates were scaled from a topographic map and have
 GC0348.an estimated accuracy of +/- 6 seconds.
 GC0348
 GC0348.The orthometric height was determined by differential leveling
 GC0348.and adjusted by the National Geodetic Survey in June 1991..
 GC0348
 GC0348.The geoid height was determined by GEOID03.
 GC0348
 GC0348.The dynamic height is computed by dividing the NAVD 88
 GC0348.geopotential number by the normal gravity value computed on the
 GC0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0348.degrees latitude (g = 980.6199 gals.).
 GC0348
 GC0348.The modeled gravity was interpolated from observed gravity values.
 GC0348
 GC0348;                    North         East    Units  Estimated Accuracy
 GC0348;SPC TN       -   225,970.      553,860.      MT  (+/- 180 meters Scaled)
 GC0348
 GC0348                          SUPERSEDED SURVEY CONTROL
 GC0348
 GC0348  NGVD 29 (??/??/92)  162.885  (m)          534.40   (f) ADJ UNCH    2 0
 GC0348
 GC0348.Superseded values are not recommended for survey control.
 GC0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0348.See file dsdata.txt to determine how the superseded data were derived.
 GC0348
 GC0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF435249(NAD 83)
 GC0348_MARKER: DB = BENCH MARK DISK
 GC0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0348_STAMPING: M 86 1935
 GC0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0348+STABILITY: SURFACE MOTION
 GC0348
 GC0348  HISTORY     - Date     Condition        Report By
 GC0348  HISTORY     - 1935     MONUMENTED       CGS
 GC0348  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0348
 GC0348                          STATION DESCRIPTION
 GC0348
 GC0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0348'4 MI S FROM GALLATIN.
 GC0348'4.0 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 GC0348'THE STATION AT GALLATIN, SUMNER COUNTY, 69.5 FEET NORTH OF THE
 GC0348'NORTH CORNER OF THE STATION SHED AT PEYTONA, 270 FEET NORTH OF THE
 GC0348'NORTH END OF BRIDGE NO. 32 OVER A DIRT ROAD, 52 FEET NORTHWEST
 GC0348'OF THE NORTHWEST RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 GC0348'STAMPED M 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1017 ***********************************************************************
 GC1017  DESIGNATION -  M 87
 GC1017  PID         -  GC1017
 GC1017  STATE/COUNTY-  TN/ROBERTSON
 GC1017  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC1017
 GC1017                         *CURRENT SURVEY CONTROL
 GC1017  ___________________________________________________________________
 GC1017* NAD 83(1986)-  36 30 18.     (N)    086 53 14.     (W)     SCALED    
 GC1017* NAVD 88     -       201.653  (meters)     661.59   (feet)  ADJUSTED  
 GC1017  ___________________________________________________________________
 GC1017  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 GC1017  DYNAMIC HT  -         201.484 (meters)     661.04  (feet)  COMP
 GC1017  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GC1017
 GC1017  VERT ORDER  -  SECOND    CLASS 0
 GC1017
 GC1017.The horizontal coordinates were scaled from a topographic map and have
 GC1017.an estimated accuracy of +/- 6 seconds.
 GC1017
 GC1017.The orthometric height was determined by differential leveling
 GC1017.and adjusted by the National Geodetic Survey in June 1991..
 GC1017
 GC1017.The geoid height was determined by GEOID03.
 GC1017
 GC1017.The dynamic height is computed by dividing the NAVD 88
 GC1017.geopotential number by the normal gravity value computed on the
 GC1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1017.degrees latitude (g = 980.6199 gals.).
 GC1017
 GC1017.The modeled gravity was interpolated from observed gravity values.
 GC1017
 GC1017;                    North         East    Units  Estimated Accuracy
 GC1017;SPC TN       -   241,310.      520,520.      MT  (+/- 180 meters Scaled)
 GC1017
 GC1017                          SUPERSEDED SURVEY CONTROL
 GC1017
 GC1017  NGVD 29 (??/??/92)  201.700  (m)          661.74   (f) ADJ UNCH    2 0
 GC1017
 GC1017.Superseded values are not recommended for survey control.
 GC1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1017.See file dsdata.txt to determine how the superseded data were derived.
 GC1017
 GC1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF100399(NAD 83)
 GC1017_MARKER: DB = BENCH MARK DISK
 GC1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1017_STAMPING: M 87 1935
 GC1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1017+STABILITY: SURFACE MOTION
 GC1017
 GC1017  HISTORY     - Date     Condition        Report By
 GC1017  HISTORY     - 1935     MONUMENTED       CGS
 GC1017
 GC1017                          STATION DESCRIPTION
 GC1017
 GC1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1017'AT SPRINGFIELD.
 GC1017'AT SPRINGFIELD, ROBERTSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC1017'RAILROAD, 77 YARDS WEST OF THE WEST END OF THE STATION, AT
 GC1017'A STREET CROSSING, 31.2 FEET EAST OF THE CENTERLINE OF THE
 GC1017'ASPHALT STREET, 19.8 FEET SOUTH OF THE SOUTH RAIL, AND 0.5
 GC1017'FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC1017'M 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1757 ***********************************************************************
 FF1757  DESIGNATION -  M 88 RESET
 FF1757  PID         -  FF1757
 FF1757  STATE/COUNTY-  TN/SHELBY
 FF1757  USGS QUAD   -  LOCKE (1970)
 FF1757
 FF1757                         *CURRENT SURVEY CONTROL
 FF1757  ___________________________________________________________________
 FF1757* NAD 83(1986)-  35 16 24.     (N)    090 02 24.     (W)     SCALED    
 FF1757* NAVD 88     -        93.27   (meters)     306.0    (feet)  RESET     
 FF1757  ___________________________________________________________________
 FF1757  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1757
 FF1757  VERT ORDER  -  THIRD
 FF1757
 FF1757.The horizontal coordinates were scaled from a topographic map and have
 FF1757.an estimated accuracy of +/- 6 seconds.
 FF1757
 FF1757.The orthometric height was computed from unverified reset data.
 FF1757.No vertical observational check was made to the station.
 FF1757
 FF1757.The geoid height was determined by GEOID03.
 FF1757
 FF1757;                    North         East    Units  Estimated Accuracy
 FF1757;SPC TN       -   111,880.      232,530.      MT  (+/- 180 meters Scaled)
 FF1757
 FF1757                          SUPERSEDED SURVEY CONTROL
 FF1757
 FF1757  NGVD 29 (10/12/01)   93.23   (m)          305.9    (f) RESET       3  
 FF1757
 FF1757.Superseded values are not recommended for survey control.
 FF1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1757.See file dsdata.txt to determine how the superseded data were derived.
 FF1757
 FF1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV692073(NAD 83)
 FF1757_MARKER: DB = BENCH MARK DISK
 FF1757_SETTING: 0 = UNSPECIFIED SETTING
 FF1757_STAMPING: M 88 RESET 1977
 FF1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1757
 FF1757  HISTORY     - Date     Condition        Report By
 FF1757  HISTORY     - 1977     MONUMENTED       NGS
 FF1757  HISTORY     - 19950322 MARK NOT FOUND   TN1620
 FF1757
 FF1757                          STATION DESCRIPTION
 FF1757
 FF1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FF1757'5.4 MI SW FROM LOCKE.
 FF1757'5.4 MILES SOUTHWEST ALONG BENJESTOWN ROAD FROM THE E. E. JETER SCHOOL
 FF1757'IN LOCKE, 48 FEET SOUTH OF THE CENTERLINE OF NORTH CIRCLE ROAD,
 FF1757'51 FEET NORTHWEST OF A TWIN TRUCK 24-INCH WALNUT TREE AND ABOUT
 FF1757'200 FEET SOUTHWEST OF THE INTERSECTION OF BENJESTOWN ROAD AND NORTH
 FF1757'CIRCLE ROAD, A STANDARD PRE-CAST ALUMINUM MONUMENT WITH MAGNETS.
 FF1757'THE MARK IS 1 FT  E FROM A WITNESS POST.
 FF1757
 FF1757                          STATION RECOVERY (1995)
 FF1757
 FF1757'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FF1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1654 ***********************************************************************
 FE1654  DESIGNATION -  M 89
 FE1654  PID         -  FE1654
 FE1654  STATE/COUNTY-  TN/LAUDERDALE
 FE1654  USGS QUAD   -  NODENA (1983)
 FE1654
 FE1654                         *CURRENT SURVEY CONTROL
 FE1654  ___________________________________________________________________
 FE1654* NAD 83(1986)-  35 35 06.     (N)    089 53 15.     (W)     SCALED    
 FE1654* NAVD 88     -        73.875  (meters)     242.37   (feet)  ADJUSTED  
 FE1654  ___________________________________________________________________
 FE1654  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1654  DYNAMIC HT  -          73.812 (meters)     242.16  (feet)  COMP
 FE1654  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 FE1654
 FE1654  VERT ORDER  -  FIRST     CLASS II
 FE1654
 FE1654.The horizontal coordinates were scaled from a topographic map and have
 FE1654.an estimated accuracy of +/- 6 seconds.
 FE1654
 FE1654.The orthometric height was determined by differential leveling
 FE1654.and adjusted by the National Geodetic Survey in June 1991..
 FE1654
 FE1654.The geoid height was determined by GEOID03.
 FE1654
 FE1654.The dynamic height is computed by dividing the NAVD 88
 FE1654.geopotential number by the normal gravity value computed on the
 FE1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1654.degrees latitude (g = 980.6199 gals.).
 FE1654
 FE1654.The modeled gravity was interpolated from observed gravity values.
 FE1654
 FE1654;                    North         East    Units  Estimated Accuracy
 FE1654;SPC TN       -   145,870.      247,770.      MT  (+/- 180 meters Scaled)
 FE1654
 FE1654                          SUPERSEDED SURVEY CONTROL
 FE1654
 FE1654  NGVD 29 (??/??/??)   73.845  (m)          242.27   (f) ADJUSTED    1 2
 FE1654
 FE1654.Superseded values are not recommended for survey control.
 FE1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1654.See file dsdata.txt to determine how the superseded data were derived.
 FE1654
 FE1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE383417(NAD 83)
 FE1654_MARKER: DB = BENCH MARK DISK
 FE1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1654_STAMPING: M 89 1957
 FE1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1654+STABILITY: SURFACE MOTION
 FE1654
 FE1654  HISTORY     - Date     Condition        Report By
 FE1654  HISTORY     - 1957     MONUMENTED       CGS
 FE1654  HISTORY     - 1972     MARK NOT FOUND   USGS
 FE1654
 FE1654                          STATION DESCRIPTION
 FE1654
 FE1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1654'2.6 MI S FROM FULTON.
 FE1654'2.55 MILES SOUTH ALONG THE OLD RIVER ROAD FROM THE POST OFFICE AT
 FE1654'FULTON, ON TOP OF A SMALL KNOLL, 18 FEET WEST OF THE CENTER
 FE1654'LINE OF THE ROAD, 140 FEET SOUTH OF THE CENTER OF A FARM GATE IN
 FE1654'FENCE LINE, 100 FEET SOUTHEAST OF THE SOUTHEAST BANK OF THE
 FE1654'MISSISSIPPI RIVER, 41 FEET SOUTH-SOUTHEAST OF A 30-INCH BOX ELDER
 FE1654'TREE, 14 FEET NORTHEAST OF A 28 INCH PECAN TREE, 55 FEET WEST
 FE1654'OF A NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 FE1654'WITNESS POST, 1/2-FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN
 FE1654'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THE AREA
 FE1654'HAS BEEN CLEARED FOR FARMING AND THE REFERENCE TREES COULD NOT
 FE1654'BE LOCATED.  MEASUREMENTS WERE MADE FROM THE GATE AND FENCE AND
 FE1654'AREA WAS PROBED BUT MARK COULD NOT BE LOCATED.
 FE1654
 FE1654                          STATION RECOVERY (1972)
 FE1654
 FE1654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FE1654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1332 ***********************************************************************
 FE1332  DESIGNATION -  M 90
 FE1332  PID         -  FE1332
 FE1332  STATE/COUNTY-  TN/TIPTON
 FE1332  USGS QUAD   -  DRUMMONDS (1983)
 FE1332
 FE1332                         *CURRENT SURVEY CONTROL
 FE1332  ___________________________________________________________________
 FE1332* NAD 83(1986)-  35 26 49.     (N)    089 57 46.     (W)     SCALED    
 FE1332* NAVD 88     -        75.423  (meters)     247.45   (feet)  ADJUSTED  
 FE1332  ___________________________________________________________________
 FE1332  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE1332  DYNAMIC HT  -          75.356 (meters)     247.23  (feet)  COMP
 FE1332  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 FE1332
 FE1332  VERT ORDER  -  FIRST     CLASS II
 FE1332
 FE1332.The horizontal coordinates were scaled from a topographic map and have
 FE1332.an estimated accuracy of +/- 6 seconds.
 FE1332
 FE1332.The orthometric height was determined by differential leveling
 FE1332.and adjusted by the National Geodetic Survey in June 1991..
 FE1332
 FE1332.The geoid height was determined by GEOID03.
 FE1332
 FE1332.The dynamic height is computed by dividing the NAVD 88
 FE1332.geopotential number by the normal gravity value computed on the
 FE1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1332.degrees latitude (g = 980.6199 gals.).
 FE1332
 FE1332.The modeled gravity was interpolated from observed gravity values.
 FE1332
 FE1332;                    North         East    Units  Estimated Accuracy
 FE1332;SPC TN       -   130,840.      240,330.      MT  (+/- 180 meters Scaled)
 FE1332
 FE1332                          SUPERSEDED SURVEY CONTROL
 FE1332
 FE1332  NGVD 29 (??/??/??)   75.390  (m)          247.34   (f) ADJUSTED    1 2
 FE1332
 FE1332.Superseded values are not recommended for survey control.
 FE1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1332.See file dsdata.txt to determine how the superseded data were derived.
 FE1332
 FE1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE310266(NAD 83)
 FE1332_MARKER: DB = BENCH MARK DISK
 FE1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1332_SP_SET: BRIDGE ABUTMENT
 FE1332_STAMPING: B M 90 1957
 FE1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1332
 FE1332  HISTORY     - Date     Condition        Report By
 FE1332  HISTORY     - 1957     MONUMENTED       CGS
 FE1332  HISTORY     - 20020412 POOR             USACE
 FE1332
 FE1332                          STATION DESCRIPTION
 FE1332
 FE1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1332'2.5 MI NW FROM DIXONVILLE.
 FE1332'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1332'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1332'GRAVEL ROAD, ON TOP OF THE NORTH END OF THE EAST CONCRETE
 FE1332'ABUTMENT OF THE STEEL BRIDGE OVER BEAR CREEK, 14 FEET NORTH OF
 FE1332'THE CENTER LINE OF THE ROAD, 152 FEET WEST OF THE CENTER OF THE
 FE1332'JUNCTION OF EAST-WEST ROAD AND A GRAVEL ROAD LEADING SOUTH,
 FE1332'1 1/2 FEET SOUTH OF THE NORTH END OF THE ABUTMENT AND ABOUT
 FE1332'LEVEL WITH THE ROAD.
 FE1332
 FE1332                          STATION RECOVERY (2002)
 FE1332
 FE1332'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FE1332'NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1568 ***********************************************************************
 FE1568  DESIGNATION -  M 91
 FE1568  PID         -  FE1568
 FE1568  STATE/COUNTY-  TN/LAUDERDALE
 FE1568  USGS QUAD   -  OPEN LAKE (1983)
 FE1568
 FE1568                         *CURRENT SURVEY CONTROL
 FE1568  ___________________________________________________________________
 FE1568* NAD 83(1986)-  35 49 58.     (N)    089 39 54.     (W)     SCALED    
 FE1568* NAVD 88     -        76.694  (meters)     251.62   (feet)  ADJUSTED  
 FE1568  ___________________________________________________________________
 FE1568  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FE1568  DYNAMIC HT  -          76.629 (meters)     251.41  (feet)  COMP
 FE1568  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 FE1568
 FE1568  VERT ORDER  -  FIRST     CLASS II
 FE1568
 FE1568.The horizontal coordinates were scaled from a topographic map and have
 FE1568.an estimated accuracy of +/- 6 seconds.
 FE1568
 FE1568.The orthometric height was determined by differential leveling
 FE1568.and adjusted by the National Geodetic Survey in June 1991..
 FE1568
 FE1568.The geoid height was determined by GEOID03.
 FE1568
 FE1568.The dynamic height is computed by dividing the NAVD 88
 FE1568.geopotential number by the normal gravity value computed on the
 FE1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1568.degrees latitude (g = 980.6199 gals.).
 FE1568
 FE1568.The modeled gravity was interpolated from observed gravity values.
 FE1568
 FE1568;                    North         East    Units  Estimated Accuracy
 FE1568;SPC TN       -   172,560.      268,950.      MT  (+/- 180 meters Scaled)
 FE1568
 FE1568                          SUPERSEDED SURVEY CONTROL
 FE1568
 FE1568  NGVD 29 (??/??/??)   76.648  (m)          251.47   (f) ADJUSTED    1 2
 FE1568
 FE1568.Superseded values are not recommended for survey control.
 FE1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1568.See file dsdata.txt to determine how the superseded data were derived.
 FE1568
 FE1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE592686(NAD 83)
 FE1568_MARKER: DB = BENCH MARK DISK
 FE1568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1568_SP_SET: 48 FEET
 FE1568_STAMPING: M 91 1957
 FE1568_MARK LOGO: CGS   
 FE1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1568+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1568
 FE1568  HISTORY     - Date     Condition        Report By
 FE1568  HISTORY     - 1957     MONUMENTED       CGS
 FE1568  HISTORY     - 20020809 GOOD             USACE
 FE1568
 FE1568                          STATION DESCRIPTION
 FE1568
 FE1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1568'6.5 MI SE FROM BARR.
 FE1568'6.5 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO ARP FROM THE
 FE1568'STORE AND POST OFFICE AT BARR, ABOUT 0.95 MILE NORTHWEST OF THE
 FE1568'BRIDGE OVER THE MIDDLE FORK OF THE FORKED DEER RIVER, 49 FEET
 FE1568'NORTHEAST OF THE CENTER LINE OF THE ROAD, 59 1/2 FEET NORTH OF
 FE1568'THE NORTH CORNER OF A 100 FOOT LONG WOODEN BRIDGE OVER A SLOUGH,
 FE1568'20 FEET SOUTHWEST OF A LONE 30 INCH OAK TREE WHICH IS LOCATED
 FE1568'ON THE SOUTHWEST BANK OF THE SLOUGH, 6 FEET NORTH OF A LONE
 FE1568'DOUBLE-BODIED 26-INCH PECAN TREE, 1 FOOT SOUTHEAST OF A WHITE
 FE1568'CONCRETE WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE ROAD,
 FE1568'A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 FE1568'AND PROTECTED BY A 4 INCH TILE WHICH PROJECTS 2 INCHES.  ROD WAS
 FE1568'DRIVEN TO A DEPTH OF 48 FEET.  NOTE-- MARK MAY BE REACHED BY
 FE1568'GOING 1.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE ARP
 FE1568'CONSOLIDATED ELEMENTARY SCHOOL AT ARP, THENCE 6.4 MILES NORTHWEST
 FE1568'ALONG THE GRAVEL ROAD LEADING TO BARR, TENNESSEE.
 FE1568
 FE1568                          STATION RECOVERY (2002)
 FE1568
 FE1568'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1568'TO REACH THE STATION FROM THE ELEMENTARY SCHOOL BUILDING IN ARP,
 FE1568'TENNESSEE PROCEED WEST FOR 1.5 MI (2.4 KM) TO A PAVED ROAD TO THE
 FE1568'NORTH.  TURN RIGHT AND PROCEED ALONG PAVED ROAD LEADING TO BARR,
 FE1568'TENNESSEE FOR 6.4 MI (10.3 KM) TO A CONCRETE BRIDGE OVER A SLOUGH
 FE1568'BRANCHING OFF THE MIDDLE FORK OF THE FORKED DEER RIVER AND THE MARK ON
 FE1568'THE RIGHT.  THE STATION IS LOCATED 48.0 FT (14.6 M) NE OF THE
 FE1568'CENTERLINE OF THE ROAD, 55.0 FT (16.8 M) NORTH OF THE NORTH CORNER OF
 FE1568'THE CONCRETE BRIDGE, 6.0 FT (1.8 M) NORTH OF THE NORTH FACE OF A 30
 FE1568'INCH TWIN PECAN TREE, 22.0 FT (6.7 M) WEST OF THE WEST TOP BANK OF A
 FE1568'SLOUGH AND 1.0 FT (0.3 M) SW OF AN ORANGE CARSONITE WITNESS POST.  A
 FE1568'CGS DISK ON TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 48
 FE1568'FT (14.6 M), STAMPED M 91 1957, ENCASED IN A 4 INCH TILE PIPE
 FE1568'PROJECTING 2 INCHES ABOVE GROUND.  DISK IS RECESSED 1 INCH BELOW TOP
 FE1568'OF TILE PIPE.  DESCRIBED BY JAMES M HAMRA, MEM COE, AT 901 573-4181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1394 ***********************************************************************
 FE1394  DESIGNATION -  M 92
 FE1394  PID         -  FE1394
 FE1394  STATE/COUNTY-  TN/SHELBY
 FE1394  USGS QUAD   -  MILLINGTON (1997)
 FE1394
 FE1394                         *CURRENT SURVEY CONTROL
 FE1394  ___________________________________________________________________
 FE1394* NAD 83(1986)-  35 19 21.     (N)    089 54 31.     (W)     SCALED    
 FE1394* NAVD 88     -        85.466  (meters)     280.40   (feet)  ADJUSTED  
 FE1394  ___________________________________________________________________
 FE1394  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1394  DYNAMIC HT  -          85.390 (meters)     280.15  (feet)  COMP
 FE1394  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 FE1394
 FE1394  VERT ORDER  -  SECOND    CLASS 0
 FE1394
 FE1394.The horizontal coordinates were scaled from a topographic map and have
 FE1394.an estimated accuracy of +/- 6 seconds.
 FE1394
 FE1394.The orthometric height was determined by differential leveling
 FE1394.and adjusted by the National Geodetic Survey in June 1991..
 FE1394
 FE1394.The geoid height was determined by GEOID03.
 FE1394
 FE1394.The dynamic height is computed by dividing the NAVD 88
 FE1394.geopotential number by the normal gravity value computed on the
 FE1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1394.degrees latitude (g = 980.6199 gals.).
 FE1394
 FE1394.The modeled gravity was interpolated from observed gravity values.
 FE1394
 FE1394;                    North         East    Units  Estimated Accuracy
 FE1394;SPC TN       -   116,840.      244,690.      MT  (+/- 180 meters Scaled)
 FE1394
 FE1394                          SUPERSEDED SURVEY CONTROL
 FE1394
 FE1394  NGVD 29 (??/??/??)   85.445  (m)          280.33   (f) ADJUSTED    2 0
 FE1394
 FE1394.Superseded values are not recommended for survey control.
 FE1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1394.See file dsdata.txt to determine how the superseded data were derived.
 FE1394
 FE1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE355126(NAD 83)
 FE1394_MARKER: DB = BENCH MARK DISK
 FE1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1394_STAMPING: M 92 1957
 FE1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1394+STABILITY: SURFACE MOTION
 FE1394
 FE1394  HISTORY     - Date     Condition        Report By
 FE1394  HISTORY     - 1957     MONUMENTED       CGS
 FE1394  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1394
 FE1394                          STATION DESCRIPTION
 FE1394
 FE1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1394'1.8 MI SW FROM MILLINGTON.
 FE1394'ABOUT 1.75 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1394'FROM THE STATION AT MILLINGTON, 34 FEET NORTHWEST OF THE
 FE1394'NORTHWEST RAIL OF THE SOUTH BOUND TRACK, 44 FEET WEST-NORTHWEST
 FE1394'OF THE CENTER OF THE INTERSECTION OF A ROAD CROSSING AND THE
 FE1394'SOUTH BOUND TRACK, 35 FEET NORTH OF THE CENTER LINE OF THE BIG
 FE1394'CREEK CHURCH ROAD, 15 1/2 FEET NORTH-NORTHEAST OF A TELEPHONE
 FE1394'POLE, 12 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A
 FE1394'RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FE1394'POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FE1394'CONCRETE POST PROJECTING 2 INCHES.
 FE1394
 FE1394                          STATION RECOVERY (2002)
 FE1394
 FE1394'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1326 ***********************************************************************
 FE1326  DESIGNATION -  M 93
 FE1326  PID         -  FE1326
 FE1326  STATE/COUNTY-  TN/TIPTON
 FE1326  USGS QUAD   -  MUNFORD (1983)
 FE1326
 FE1326                         *CURRENT SURVEY CONTROL
 FE1326  ___________________________________________________________________
 FE1326* NAD 83(1986)-  35 26 50.     (N)    089 48 33.     (W)     SCALED    
 FE1326* NAVD 88     -       136.706  (meters)     448.51   (feet)  ADJUSTED  
 FE1326  ___________________________________________________________________
 FE1326  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE1326  DYNAMIC HT  -         136.586 (meters)     448.12  (feet)  COMP
 FE1326  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 FE1326
 FE1326  VERT ORDER  -  FIRST     CLASS I
 FE1326
 FE1326.The horizontal coordinates were scaled from a topographic map and have
 FE1326.an estimated accuracy of +/- 6 seconds.
 FE1326
 FE1326.The orthometric height was determined by differential leveling
 FE1326.and adjusted by the National Geodetic Survey in June 1991..
 FE1326
 FE1326.The geoid height was determined by GEOID03.
 FE1326
 FE1326.The dynamic height is computed by dividing the NAVD 88
 FE1326.geopotential number by the normal gravity value computed on the
 FE1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1326.degrees latitude (g = 980.6199 gals.).
 FE1326
 FE1326.The modeled gravity was interpolated from observed gravity values.
 FE1326
 FE1326;                    North         East    Units  Estimated Accuracy
 FE1326;SPC TN       -   130,310.      254,270.      MT  (+/- 180 meters Scaled)
 FE1326
 FE1326                          SUPERSEDED SURVEY CONTROL
 FE1326
 FE1326  NGVD 29 (??/??/??)  136.680  (m)          448.42   (f) ADJUSTED    1 1
 FE1326
 FE1326.Superseded values are not recommended for survey control.
 FE1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1326.See file dsdata.txt to determine how the superseded data were derived.
 FE1326
 FE1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE450262(NAD 83)
 FE1326_MARKER: DB = BENCH MARK DISK
 FE1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1326_STAMPING: M 93 1957
 FE1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1326+STABILITY: SURFACE MOTION
 FE1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1326+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1326
 FE1326  HISTORY     - Date     Condition        Report By
 FE1326  HISTORY     - 1957     MONUMENTED       CGS
 FE1326  HISTORY     - 1974     GOOD             NGS
 FE1326  HISTORY     - 20021003 GOOD             USACE
 FE1326
 FE1326                          STATION DESCRIPTION
 FE1326
 FE1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1326'0.3 MI E FROM MUNFORD.
 FE1326'ABOUT 0.3 MILE EAST ALONG ATOKA-MUNFORD ROAD FROM THE MUNFORD
 FE1326'PRESBYTERIAN CHURCH, ALSO, 1.20 MILE WEST ALONG ATOKA-MUNFORD
 FE1326'ROAD FROM THE INTERSECTION OF HIGHWAY 51 AT CROSSTOWN, 49.3
 FE1326'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MUNFORD
 FE1326'WATER PLANT BUILDING, SET IN TOP OF THE SOUTHWEST CORNER OF THE
 FE1326'CONCRETE FOUNDATION OF THE STANDPIPE OF THE CITY WATER TOWER,
 FE1326'ABOUT 128 YARDS NORTH OF THE CENTER LINE OF PAVED ROAD, 1 FOOT
 FE1326'ABOVE GROUND.
 FE1326
 FE1326                          STATION RECOVERY (2002)
 FE1326
 FE1326'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1713 ***********************************************************************
 FE1713  DESIGNATION -  M 94
 FE1713  PID         -  FE1713
 FE1713  STATE/COUNTY-  TN/LAUDERDALE
 FE1713  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1713
 FE1713                         *CURRENT SURVEY CONTROL
 FE1713  ___________________________________________________________________
 FE1713* NAD 83(1986)-  35 41 21.     (N)    089 33 44.     (W)     SCALED    
 FE1713* NAVD 88     -       101.982  (meters)     334.59   (feet)  ADJUSTED  
 FE1713  ___________________________________________________________________
 FE1713  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1713  DYNAMIC HT  -         101.895 (meters)     334.30  (feet)  COMP
 FE1713  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 FE1713
 FE1713  VERT ORDER  -  SECOND    CLASS 0
 FE1713
 FE1713.The horizontal coordinates were scaled from a topographic map and have
 FE1713.an estimated accuracy of +/- 6 seconds.
 FE1713
 FE1713.The orthometric height was determined by differential leveling
 FE1713.and adjusted by the National Geodetic Survey in June 1991..
 FE1713
 FE1713.The geoid height was determined by GEOID03.
 FE1713
 FE1713.The dynamic height is computed by dividing the NAVD 88
 FE1713.geopotential number by the normal gravity value computed on the
 FE1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1713.degrees latitude (g = 980.6199 gals.).
 FE1713
 FE1713.The modeled gravity was interpolated from observed gravity values.
 FE1713
 FE1713;                    North         East    Units  Estimated Accuracy
 FE1713;SPC TN       -   156,300.      277,650.      MT  (+/- 180 meters Scaled)
 FE1713
 FE1713                          SUPERSEDED SURVEY CONTROL
 FE1713
 FE1713  NGVD 29 (??/??/??)  101.969  (m)          334.54   (f) ADJUSTED    2 0
 FE1713
 FE1713.Superseded values are not recommended for survey control.
 FE1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1713.See file dsdata.txt to determine how the superseded data were derived.
 FE1713
 FE1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE681524(NAD 83)
 FE1713_MARKER: DB = BENCH MARK DISK
 FE1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1713_STAMPING: M 94 1957
 FE1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1713+STABILITY: SURFACE MOTION
 FE1713
 FE1713  HISTORY     - Date     Condition        Report By
 FE1713  HISTORY     - 1957     MONUMENTED       CGS
 FE1713
 FE1713                          STATION DESCRIPTION
 FE1713
 FE1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1713'1.3 MI NE FROM HENNING.
 FE1713'1.3 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 FE1713'THE STATION AT HENNING, ABOUT 0.45 MILE NORTHEAST OF MILEPOST
 FE1713'NO. 343, 62 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 82 FEET
 FE1713'SOUTH-SOUTHEAST OF THE CENTER OF THE NORTH BOUND TRACK AND A
 FE1713'PRIVATE ROAD CROSSING, 104 FEET EAST-NORTHEAST OF TELEPHONE POLE
 FE1713'NO. 5202, 50 FEET NORTHEAST OF A FENCE CORNER, 15 FEET SOUTHWEST
 FE1713'OF THE CENTER OF A FARM GATE, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY
 FE1713'FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 FE1713'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 FE1713'POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0892 ***********************************************************************
 GD0892  DESIGNATION -  M 95
 GD0892  PID         -  GD0892
 GD0892  STATE/COUNTY-  TN/DYER
 GD0892  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0892
 GD0892                         *CURRENT SURVEY CONTROL
 GD0892  ___________________________________________________________________
 GD0892* NAD 83(1986)-  36 03 24.     (N)    089 39 51.     (W)     SCALED    
 GD0892* NAVD 88     -        81.346  (meters)     266.88   (feet)  ADJUSTED  
 GD0892  ___________________________________________________________________
 GD0892  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0892  DYNAMIC HT  -          81.278 (meters)     266.66  (feet)  COMP
 GD0892  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GD0892
 GD0892  VERT ORDER  -  FIRST     CLASS II
 GD0892
 GD0892.The horizontal coordinates were scaled from a topographic map and have
 GD0892.an estimated accuracy of +/- 6 seconds.
 GD0892
 GD0892.The orthometric height was determined by differential leveling
 GD0892.and adjusted by the National Geodetic Survey in June 1991..
 GD0892
 GD0892.The geoid height was determined by GEOID03.
 GD0892
 GD0892.The dynamic height is computed by dividing the NAVD 88
 GD0892.geopotential number by the normal gravity value computed on the
 GD0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0892.degrees latitude (g = 980.6199 gals.).
 GD0892
 GD0892.The modeled gravity was interpolated from observed gravity values.
 GD0892
 GD0892;                    North         East    Units  Estimated Accuracy
 GD0892;SPC TN       -   197,380.      269,950.      MT  (+/- 180 meters Scaled)
 GD0892
 GD0892                          SUPERSEDED SURVEY CONTROL
 GD0892
 GD0892  NGVD 29 (??/??/??)   81.284  (m)          266.68   (f) ADJUSTED    1 2
 GD0892
 GD0892.Superseded values are not recommended for survey control.
 GD0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0892.See file dsdata.txt to determine how the superseded data were derived.
 GD0892
 GD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE600935(NAD 83)
 GD0892_MARKER: DB = BENCH MARK DISK
 GD0892_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0892_SP_SET: 64 FEET
 GD0892_STAMPING: M 95 1957
 GD0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0892
 GD0892  HISTORY     - Date     Condition        Report By
 GD0892  HISTORY     - 1957     MONUMENTED       CGS
 GD0892  HISTORY     - 20020717 MARK NOT FOUND   USACE
 GD0892
 GD0892                          STATION DESCRIPTION
 GD0892
 GD0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0892'0.9 MI NE FROM HELOISE.
 GD0892'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0892'LANDING AT HELOISE, ABOUT 1.1 MILES WEST OF JUNCTION OF A GRAVEL
 GD0892'ROAD NORTH, ABOUT 1.6 MILES WEST OF A POINT HIGHWAY CROSSES THE
 GD0892'NEW LEVEE, 34 FEET SOUTH-SOUTHEAST OF CENTER LINE OF HIGHWAY,
 GD0892'136 FEET SOUTHEAST AND ACROSS HIGHWAY FROM THE SOUTHEAST CORNER
 GD0892'OF A HOUSE WITH IMITATION BRICK SIDING, 168 FEET WEST-SOUTHWEST
 GD0892'OF TELEPHONE POLE NO. 245, 39 FEET SOUTH OF CENTER OF CROSSING
 GD0892'OF HIGHWAY AND OLD LEVEE, 16 1/2 FEET SOUTHWEST OF A FENCE
 GD0892'CORNER, 10 FEET SOUTH-SOUTHEAST OF A FENCE LINE PARALLEL TO
 GD0892'HIGHWAY, 3/4 FEET NORTHWEST OF A FENCE LINE EXTENDING SOUTHWEST,
 GD0892'1 1/2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 GD0892'HIGHWAY AND IS A DISK ON COPPER COATED STEEL ROD ABOUT FLUSH WITH
 GD0892'GROUND AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 2 INCHES.
 GD0892'THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 GD0892
 GD0892                          STATION RECOVERY (2002)
 GD0892
 GD0892'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1760 ***********************************************************************
 FE1760  DESIGNATION -  M 96
 FE1760  PID         -  FE1760
 FE1760  STATE/COUNTY-  TN/LAUDERDALE
 FE1760  USGS QUAD   -  KNOB CREEK (1972)
 FE1760
 FE1760                         *CURRENT SURVEY CONTROL
 FE1760  ___________________________________________________________________
 FE1760* NAD 83(1986)-  35 55 15.     (N)    089 35 41.     (W)     SCALED    
 FE1760* NAVD 88     -        79.116  (meters)     259.57   (feet)  ADJUSTED  
 FE1760  ___________________________________________________________________
 FE1760  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FE1760  DYNAMIC HT  -          79.049 (meters)     259.35  (feet)  COMP
 FE1760  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 FE1760
 FE1760  VERT ORDER  -  FIRST     CLASS I
 FE1760
 FE1760.The horizontal coordinates were scaled from a topographic map and have
 FE1760.an estimated accuracy of +/- 6 seconds.
 FE1760
 FE1760.The orthometric height was determined by differential leveling
 FE1760.and adjusted by the National Geodetic Survey in June 1991..
 FE1760
 FE1760.The geoid height was determined by GEOID03.
 FE1760
 FE1760.The dynamic height is computed by dividing the NAVD 88
 FE1760.geopotential number by the normal gravity value computed on the
 FE1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1760.degrees latitude (g = 980.6199 gals.).
 FE1760
 FE1760.The modeled gravity was interpolated from observed gravity values.
 FE1760
 FE1760;                    North         East    Units  Estimated Accuracy
 FE1760;SPC TN       -   182,090.      275,650.      MT  (+/- 180 meters Scaled)
 FE1760
 FE1760                          SUPERSEDED SURVEY CONTROL
 FE1760
 FE1760  NGVD 29 (??/??/??)   79.056  (m)          259.37   (f) ADJUSTED    1 1
 FE1760
 FE1760.Superseded values are not recommended for survey control.
 FE1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1760.See file dsdata.txt to determine how the superseded data were derived.
 FE1760
 FE1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE658782(NAD 83)
 FE1760_MARKER: DB = BENCH MARK DISK
 FE1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1760_STAMPING: M 96 1957
 FE1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1760+STABILITY: SURFACE MOTION
 FE1760
 FE1760  HISTORY     - Date     Condition        Report By
 FE1760  HISTORY     - 1957     MONUMENTED       CGS
 FE1760  HISTORY     - 1974     GOOD             NGS
 FE1760  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1760
 FE1760                          STATION DESCRIPTION
 FE1760
 FE1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1760'11.9 MI W FROM HALLS.
 FE1760'ABOUT 11.90 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1760'BAPTIST CHURCH AT HALLS, ABOUT 1.85 MILES EAST OF THE ABANDONED
 FE1760'HALES POINT BAPTIST CHURCH, AT A CONCRETE BLOCK FARM HOUSE, 65
 FE1760'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 185.5 FEET
 FE1760'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN HIGHWAY
 FE1760'BRIDGE, 56.2 FEET NORTHEAST OF AN UNDERGROUND CABLE MARKER, 28.2
 FE1760'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BLOCK PORCH FOR
 FE1760'HOUSE, 3 FEET EAST OF A 48-INCH DOUBLE FORKED WILLOW TREE, 2 FEET
 FE1760'BELOW LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 FE1760'FLUSH WITH THE GROUND.
 FE1760
 FE1760                          STATION RECOVERY (2002)
 FE1760
 FE1760'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1760'POWER POLE SITS IN EXACT LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0927 ***********************************************************************
 GA0927  DESIGNATION -  M 97
 GA0927  PID         -  GA0927
 GA0927  STATE/COUNTY-  TN/SULLIVAN
 GA0927  USGS QUAD   -  LOVELACE (1971)
 GA0927
 GA0927                         *CURRENT SURVEY CONTROL
 GA0927  ___________________________________________________________________
 GA0927* NAD 83(1986)-  36 27 00.     (N)    082 40 46.     (W)     SCALED    
 GA0927* NAVD 88     -       403.312  (meters)    1323.20   (feet)  ADJUSTED  
 GA0927  ___________________________________________________________________
 GA0927  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0927  DYNAMIC HT  -         402.942 (meters)    1321.99  (feet)  COMP
 GA0927  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 GA0927
 GA0927  VERT ORDER  -  SECOND    CLASS 0
 GA0927
 GA0927.The horizontal coordinates were scaled from a topographic map and have
 GA0927.an estimated accuracy of +/- 6 seconds.
 GA0927
 GA0927.The orthometric height was determined by differential leveling
 GA0927.and adjusted by the National Geodetic Survey in June 1991..
 GA0927
 GA0927.The geoid height was determined by GEOID03.
 GA0927
 GA0927.The dynamic height is computed by dividing the NAVD 88
 GA0927.geopotential number by the normal gravity value computed on the
 GA0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0927.degrees latitude (g = 980.6199 gals.).
 GA0927
 GA0927.The modeled gravity was interpolated from observed gravity values.
 GA0927
 GA0927;                    North         East    Units  Estimated Accuracy
 GA0927;SPC TN       -   239,900.      897,630.      MT  (+/- 180 meters Scaled)
 GA0927
 GA0927                          SUPERSEDED SURVEY CONTROL
 GA0927
 GA0927  NGVD 29 (??/??/92)  403.451  (m)         1323.66   (f) ADJ UNCH    2 0
 GA0927
 GA0927.Superseded values are not recommended for survey control.
 GA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0927.See file dsdata.txt to determine how the superseded data were derived.
 GA0927
 GA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA494351(NAD 83)
 GA0927_MARKER: DB = BENCH MARK DISK
 GA0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0927_STAMPING: M 97 1935
 GA0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0927+STABILITY: SURFACE MOTION
 GA0927
 GA0927  HISTORY     - Date     Condition        Report By
 GA0927  HISTORY     - 1935     MONUMENTED       CGS
 GA0927
 GA0927                          STATION DESCRIPTION
 GA0927
 GA0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0927'AT BLAIR GAP.
 GA0927'AT BLAIR GAP, SULLIVAN COUNTY, ON BEECH CREEK ROAD, 90 YARDS WEST
 GA0927'OF THE SHIPLEY AND MULLINEX GENERAL STORE, 20 YARDS NORTH OF THE
 GA0927'NORTH RAIL OF THE TENNESSEE AND EASTMAN RAILROAD, 22 YARDS SOUTH
 GA0927'OF THE CENTERLINE OF THE MAIN ROAD, 5 YARDS EAST OF THE CENTERLINE
 GA0927'OF A SIDE DIRT ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 GA0927'STAMPED M 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0819 ***********************************************************************
 GA0819  DESIGNATION -  M 98
 GA0819  PID         -  GA0819
 GA0819  STATE/COUNTY-  TN/GREENE
 GA0819  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0819
 GA0819                         *CURRENT SURVEY CONTROL
 GA0819  ___________________________________________________________________
 GA0819* NAD 83(1986)-  36 17 52.     (N)    082 44 09.     (W)     SCALED    
 GA0819* NAVD 88     -       463.549  (meters)    1520.83   (feet)  POSTED    
 GA0819  ___________________________________________________________________
 GA0819  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0819  DYNAMIC HT  -         463.110 (meters)    1519.39  (feet)  COMP
 GA0819  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 GA0819
 GA0819  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GA0819
 GA0819.The horizontal coordinates were scaled from a topographic map and have
 GA0819.an estimated accuracy of +/- 6 seconds.
 GA0819
 GA0819.The orthometric height was determined by differential leveling
 GA0819.and adjusted by the National Geodetic Survey in 1992..
 GA0819.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GA0819.rate of 0.0 thru 1.0 mm/km.
 GA0819
 GA0819.The geoid height was determined by GEOID03.
 GA0819
 GA0819.The dynamic height is computed by dividing the NAVD 88
 GA0819.geopotential number by the normal gravity value computed on the
 GA0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0819.degrees latitude (g = 980.6199 gals.).
 GA0819
 GA0819.The modeled gravity was interpolated from observed gravity values.
 GA0819
 GA0819;                    North         East    Units  Estimated Accuracy
 GA0819;SPC TN       -   222,850.      893,140.      MT  (+/- 180 meters Scaled)
 GA0819
 GA0819                          SUPERSEDED SURVEY CONTROL
 GA0819
 GA0819  NGVD 29 (??/??/92)  463.684  (m)         1521.27   (f) ADJ UNCH    2 0
 GA0819
 GA0819.Superseded values are not recommended for survey control.
 GA0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0819.See file dsdata.txt to determine how the superseded data were derived.
 GA0819
 GA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA441183(NAD 83)
 GA0819_MARKER: DB = BENCH MARK DISK
 GA0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0819_STAMPING: M 98 1935
 GA0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0819+STABILITY: SURFACE MOTION
 GA0819
 GA0819  HISTORY     - Date     Condition        Report By
 GA0819  HISTORY     - 1935     MONUMENTED       CGS
 GA0819
 GA0819                          STATION DESCRIPTION
 GA0819
 GA0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0819'12.3 MI SW FROM FALL BRANCH.
 GA0819'IN GREENE COUNTY, 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 81
 GA0819'FROM FALL BRANCH, WASHINGTON COUNTY, THENCE 9.1 MILES SOUTHWEST
 GA0819'ALONG STATE HIGHWAY 93, 2.1 MILES NORTHEAST OF NEWMANSVILLE, 0.2
 GA0819'MILE NORTH OF UNION TEMPLE CHURCH, 50 YARDS SOUTH OF A CROSS
 GA0819'ROAD, 8 YARDS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 GA0819'SOUTHEAST OF A WIRE FENCE LINE, AND 2 FEET HIGHER THAN THE
 GA0819'HIGHWAY.  A STANDARD DISK, STAMPED M 98 1935 AND SET IN THE TOP OF
 GA0819'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0779 ***********************************************************************
 GA0779  DESIGNATION -  M 99
 GA0779  PID         -  GA0779
 GA0779  STATE/COUNTY-  TN/HAWKINS
 GA0779  USGS QUAD   -  MC CLOUD (1961)
 GA0779
 GA0779                         *CURRENT SURVEY CONTROL
 GA0779  ___________________________________________________________________
 GA0779* NAD 83(1986)-  36 20 45.     (N)    082 55 44.     (W)     SCALED    
 GA0779* NAVD 88     -       379.554  (meters)    1245.25   (feet)  ADJUSTED  
 GA0779  ___________________________________________________________________
 GA0779  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0779  DYNAMIC HT  -         379.207 (meters)    1244.12  (feet)  COMP
 GA0779  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 GA0779
 GA0779  VERT ORDER  -  SECOND    CLASS 0
 GA0779
 GA0779.The horizontal coordinates were scaled from a topographic map and have
 GA0779.an estimated accuracy of +/- 6 seconds.
 GA0779
 GA0779.The orthometric height was determined by differential leveling
 GA0779.and adjusted by the National Geodetic Survey in June 1991..
 GA0779
 GA0779.The geoid height was determined by GEOID03.
 GA0779
 GA0779.The dynamic height is computed by dividing the NAVD 88
 GA0779.geopotential number by the normal gravity value computed on the
 GA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0779.degrees latitude (g = 980.6199 gals.).
 GA0779
 GA0779.The modeled gravity was interpolated from observed gravity values.
 GA0779
 GA0779;                    North         East    Units  Estimated Accuracy
 GA0779;SPC TN       -   227,610.      875,640.      MT  (+/- 180 meters Scaled)
 GA0779
 GA0779                          SUPERSEDED SURVEY CONTROL
 GA0779
 GA0779  NGVD 29 (??/??/92)  379.706  (m)         1245.75   (f) ADJ UNCH    2 0
 GA0779
 GA0779.Superseded values are not recommended for survey control.
 GA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0779.See file dsdata.txt to determine how the superseded data were derived.
 GA0779
 GA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA269240(NAD 83)
 GA0779_MARKER: DB = BENCH MARK DISK
 GA0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0779_STAMPING: M 99 1935
 GA0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0779+STABILITY: SURFACE MOTION
 GA0779
 GA0779  HISTORY     - Date     Condition        Report By
 GA0779  HISTORY     - 1935     MONUMENTED       CGS
 GA0779  HISTORY     - 1950     GOOD             TVA
 GA0779
 GA0779                          STATION DESCRIPTION
 GA0779
 GA0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0779'2.4 MI S FROM STRAHL.
 GA0779'2.4 MILES SOUTH ALONG STATE HIGHWAY 70 FROM A CHURCH AT STRAHL,
 GA0779'HAWKINS COUNTY, 50 YARDS SOUTH OF THE I.N. BAILEY RESIDENCE,
 GA0779'AT ENTERPRISE SCHOOL, 35 YARDS WEST OF THE CENTERLINE OF THE
 GA0779'HIGHWAY, 10 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE,
 GA0779'AND 1-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA0779'M 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0779
 GA0779                          STATION RECOVERY (1950)
 GA0779
 GA0779'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9825 ***********************************************************************
 AI9825  PACS        -  This is a Primary Airport Control Station.
 AI9825  DESIGNATION -  M01 A
 AI9825  PID         -  AI9825
 AI9825  STATE/COUNTY-  TN/SHELBY
 AI9825  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AI9825
 AI9825                         *CURRENT SURVEY CONTROL
 AI9825  ___________________________________________________________________
 AI9825* NAD 83(1995)-  35 12 03.28949(N)    090 03 13.10572(W)     ADJUSTED  
 AI9825* NAVD 88     -        67.86   (meters)     222.6    (feet)  GPS OBS   
 AI9825  ___________________________________________________________________
 AI9825  X           -      -4,884.772 (meters)                     COMP
 AI9825  Y           -  -5,217,640.789 (meters)                     COMP
 AI9825  Z           -   3,656,126.630 (meters)                     COMP
 AI9825  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AI9825  ELLIP HEIGHT-          40.58  (meters)          (02/20/01) GPS OBS
 AI9825  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AI9825
 AI9825  HORZ ORDER  -  B
 AI9825  ELLP ORDER  -  SECOND    CLASS I
 AI9825
 AI9825.This mark is at General De Witt Spain Airport (M01)
 AI9825
 AI9825.The horizontal coordinates were established by GPS observations
 AI9825.and adjusted by the National Geodetic Survey in February 2001..
 AI9825
 AI9825.The orthometric height was determined by GPS observations and a
 AI9825.high-resolution geoid model.
 AI9825
 AI9825.GPS derived orthometric heights for airport stations designated as
 AI9825.PACS or SACS are published to 2 decimal places.  This maintains
 AI9825.centimeter relative accuracy between the PACS and SACS.  It does
 AI9825.not indicate centimeter accuracy relative to other marks which are
 AI9825.part of the NAVD 88 network.
 AI9825
 AI9825.Photographs are available for this station.
 AI9825
 AI9825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9825
 AI9825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9825
 AI9825.The ellipsoidal height was determined by GPS observations
 AI9825.and is referenced to NAD 83.
 AI9825
 AI9825.The geoid height was determined by GEOID03.
 AI9825
 AI9825;                    North         East     Units Scale Factor Converg.
 AI9825;SPC TN       -   103,902.486   230,959.579   MT  1.00000903   -2 22 23.4
 AI9825;SPC TN       -   340,886.74    757,739.89   sFT  1.00000903   -2 22 23.4
 AI9825;UTM  15      - 3,899,301.801   768,241.328   MT  1.00048685   +1 41 57.9
 AI9825;UTM  16      - 3,899,596.961   221,988.570   MT  1.00055264   -1 45 41.0
 AI9825
 AI9825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9825!SPC TN       -   0.99999363  x   1.00000903  =   1.00000266
 AI9825!UTM  15      -   0.99999363  x   1.00048685  =   1.00048048
 AI9825!UTM  16      -   0.99999363  x   1.00055264  =   1.00054627
 AI9825
 AI9825:                Primary Azimuth Mark                     Grid Az
 AI9825:SPC TN       -  M01 B                                    169 06 38.6
 AI9825:UTM  15      -  M01 B                                    165 02 17.3
 AI9825:UTM  16      -  M01 B                                    168 29 56.2
 AI9825
 AI9825|---------------------------------------------------------------------|
 AI9825| PID    Reference Object                     Distance      Geod. Az  |
 AI9825|                                                           dddmmss.s |
 AI9825| AI9826 M01 B                               APPROX. 0.6 KM 1664415.2 |
 AI9825| AI9827 M01 C                               APPROX. 0.5 KM 3464547.4 |
 AI9825|---------------------------------------------------------------------|
 AI9825
 AI9825                          SUPERSEDED SURVEY CONTROL
 AI9825
 AI9825.No superseded survey control is available for this station.
 AI9825
 AI9825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6824199302(NAD 83)
 AI9825_MARKER: I = METAL ROD
 AI9825_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9825_STAMPING: M01 A 1996
 AI9825_MARK LOGO: NGS   
 AI9825_PROJECTION: FLUSH
 AI9825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9825+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9825_ROD/PIPE-DEPTH: 29   meters
 AI9825_SLEEVE-DEPTH  : 1 meters
 AI9825
 AI9825  HISTORY     - Date     Condition        Report By
 AI9825  HISTORY     - 1996     MONUMENTED       LOWE
 AI9825
 AI9825                          STATION DESCRIPTION
 AI9825
 AI9825'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9825'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTH OF MEMPHIS AT
 AI9825'GENERAL DEWITT SPAIN AIRPORT. GENERAL DEWITT SPAIN AIRPORT IS
 AI9825'AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH
 AI9825'THE AIRPORT MANAGER, WALTER CATHEY, TELEPHONE NUMBER
 AI9825'901-358-0028, BEFORE ENTERING THE FIELD.
 AI9825' 
 AI9825'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 51
 AI9825'(AKA DANNY THOMAS BOULEVARD) AND WHITNEY AVENUE, JUST NORTH OF
 AI9825'THE INTERSTATE 40 AND 240 INTERCHANGE, GO WEST-SOUTHWEST ON
 AI9825'WHITNEY AVENUE 1.8 KM (1.10 MI) TO THE AIRPORT ENTRANCE ON THE
 AI9825'RIGHT. TURN RIGHT AND GO SOUTHWEST TO THE GATE. FROM THE GATE
 AI9825'GO 0.24 KM (0.15 MI) SOUTHWEST ACROSS THE RAMP TO THE STATION ON
 AI9825'THE LEFT IN THE GRASS BETWEEN THE RUNWAY AND THE TAXIWAY.
 AI9825' 
 AI9825'THE STATION IS THE CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AI9825'REFUSAL TO A DEPTH OF 29.0 M (95.1 FT). THE ROD IS SET IN A 1 M (3.3
 AI9825'FT)
 AI9825'LONG GREASE FILLED PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9825'NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9825'ARE SET FLUSH WITH THE GROUND. THE STATION IS 24.3 M (79.7 FT)
 AI9825'NORTHEAST FROM THE EAST EDGE OF THE RUNWAY, 19.8 M (65.0 FT) WEST
 AI9825'FROM THE WEST EDGE OF THE TAXIWAY, AND 10.2 M (33.5 FT) SOUTH FROM
 AI9825'THE SOUTH EDGE OF THE TAXIWAY. THIS STATION IS DESIGNATED A
 AI9825'PRIMARY AIRPORT CONTROL STATION.
 AI9825' 
 AI9825' 
 AI9825'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9826 ***********************************************************************
 AI9826  SACS        -  This is a Secondary Airport Control Station.
 AI9826  DESIGNATION -  M01 B
 AI9826  PID         -  AI9826
 AI9826  STATE/COUNTY-  TN/SHELBY
 AI9826  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AI9826
 AI9826                         *CURRENT SURVEY CONTROL
 AI9826  ___________________________________________________________________
 AI9826* NAD 83(1995)-  35 11 45.50168(N)    090 03 07.99824(W)     ADJUSTED  
 AI9826* NAVD 88     -        67.62   (meters)     221.8    (feet)  GPS OBS   
 AI9826  ___________________________________________________________________
 AI9826  X           -      -4,755.862 (meters)                     COMP
 AI9826  Y           -  -5,217,956.692 (meters)                     COMP
 AI9826  Z           -   3,655,678.536 (meters)                     COMP
 AI9826  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AI9826  ELLIP HEIGHT-          40.34  (meters)          (02/20/01) GPS OBS
 AI9826  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AI9826
 AI9826  HORZ ORDER  -  FIRST
 AI9826  ELLP ORDER  -  SECOND    CLASS I
 AI9826
 AI9826.This mark is at General De Witt Spain Airport (M01)
 AI9826
 AI9826.The horizontal coordinates were established by GPS observations
 AI9826.and adjusted by the National Geodetic Survey in February 2001..
 AI9826
 AI9826.The orthometric height was determined by GPS observations and a
 AI9826.high-resolution geoid model.
 AI9826
 AI9826.GPS derived orthometric heights for airport stations designated as
 AI9826.PACS or SACS are published to 2 decimal places.  This maintains
 AI9826.centimeter relative accuracy between the PACS and SACS.  It does
 AI9826.not indicate centimeter accuracy relative to other marks which are
 AI9826.part of the NAVD 88 network.
 AI9826
 AI9826.Photographs are available for this station.
 AI9826
 AI9826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9826
 AI9826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9826
 AI9826.The ellipsoidal height was determined by GPS observations
 AI9826.and is referenced to NAD 83.
 AI9826
 AI9826.The geoid height was determined by GEOID03.
 AI9826
 AI9826;                    North         East     Units Scale Factor Converg.
 AI9826;SPC TN       -   103,349.420   231,065.975   MT  1.00000997   -2 22 20.4
 AI9826;SPC TN       -   339,072.22    758,088.95   sFT  1.00000997   -2 22 20.4
 AI9826;UTM  15      - 3,898,757.428   768,386.804   MT  1.00048782   +1 42 00.1
 AI9826;UTM  16      - 3,899,044.763   222,100.928   MT  1.00055188   -1 45 37.3
 AI9826
 AI9826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9826!SPC TN       -   0.99999367  x   1.00000997  =   1.00000364
 AI9826!UTM  15      -   0.99999367  x   1.00048782  =   1.00048149
 AI9826!UTM  16      -   0.99999367  x   1.00055188  =   1.00054554
 AI9826
 AI9826:                Primary Azimuth Mark                     Grid Az
 AI9826:SPC TN       -  M01 A                                    349 06 38.6
 AI9826:UTM  15      -  M01 A                                    345 02 18.1
 AI9826:UTM  16      -  M01 A                                    348 29 55.5
 AI9826
 AI9826|---------------------------------------------------------------------|
 AI9826| PID    Reference Object                     Distance      Geod. Az  |
 AI9826|                                                           dddmmss.s |
 AI9826| AI9825 M01 A                               APPROX. 0.6 KM 3464418.2 |
 AI9826|---------------------------------------------------------------------|
 AI9826
 AI9826                          SUPERSEDED SURVEY CONTROL
 AI9826
 AI9826.No superseded survey control is available for this station.
 AI9826
 AI9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6838798757(NAD 83)
 AI9826_MARKER: DD = SURVEY DISK
 AI9826_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9826_STAMPING: M01 B 1996
 AI9826_MARK LOGO: NGS   
 AI9826_PROJECTION: FLUSH
 AI9826_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9826+STABILITY: SURFACE MOTION
 AI9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9826+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9826_ROD/PIPE-DEPTH: 1    meters
 AI9826
 AI9826  HISTORY     - Date     Condition        Report By
 AI9826  HISTORY     - 1996     MONUMENTED       LOWE
 AI9826
 AI9826                          STATION DESCRIPTION
 AI9826
 AI9826'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9826'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTH OF MEMPHIS AT THE
 AI9826'GENERAL DEWITT SPAIN AIRPORT. GENERAL DEWITT SPAIN AIRPORT IS AN
 AI9826'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9826'AIRPORT MANAGER, WALTER CATHEY, TELEPHONE NUMBER 901-358-0028,
 AI9826'BEFORE ENTERING THE FIELD.
 AI9826' 
 AI9826'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 51
 AI9826'(AKA DANNY THOMAS BOULEVARD) AND WHITNEY AVENUE, JUST NORTH OF
 AI9826'THE INTERSTATE 40 AND 240 INTERCHANGE, GO WEST-SOUTHWEST ON
 AI9826'WHITNEY AVENUE 1.8 KM (1.10 MI) TO THE AIRPORT ENTRANCE ON THE
 AI9826'RIGHT. TURN RIGHT AND GO SOUTHWEST TO THE GATE. FROM THE GATE
 AI9826'GO 0.24 KM (0.15 MI) ACROSS THE RAMP TO THE TAXIWAY. TURN LEFT AND
 AI9826'GO SOUTHWEST 0.48 KM (0.30 MI) ALONG THE TAXIWAY TO THE STATION ON
 AI9826'THE RIGHT IN THE GRASS BETWEEN THE TAXIWAY AND THE RUNWAY.
 AI9826' 
 AI9826'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9826'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9826'PVC
 AI9826'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9826'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9826'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS
 AI9826'22.4 M (73.5 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 21.1 M (69.2
 AI9826'FT)
 AI9826'WEST FROM THE WEST EDGE OF THE TAXIWAY, 20.8 M (68.2 FT) NORTHWEST
 AI9826'FROM THE NORTH EDGE OF THE CONNECTING RAMP, AND 17.8 M (58.4 FT)
 AI9826'NORTHEAST FROM A TAXIWAY SIGN. THIS STATION IS DESIGNATED A
 AI9826'SECONDARY AIRPORT CONTROL STATION.
 AI9826' 
 AI9826' 
 AI9826'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9827 ***********************************************************************
 AI9827  SACS        -  This is a Secondary Airport Control Station.
 AI9827  DESIGNATION -  M01 C
 AI9827  PID         -  AI9827
 AI9827  STATE/COUNTY-  TN/SHELBY
 AI9827  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AI9827
 AI9827                         *CURRENT SURVEY CONTROL
 AI9827  ___________________________________________________________________
 AI9827* NAD 83(1995)-  35 12 20.05561(N)    090 03 17.91079(W)     ADJUSTED  
 AI9827* NAVD 88     -        67.81   (meters)     222.5    (feet)  GPS OBS   
 AI9827  ___________________________________________________________________
 AI9827  X           -      -5,006.035 (meters)                     COMP
 AI9827  Y           -  -5,217,342.776 (meters)                     COMP
 AI9827  Z           -   3,656,548.808 (meters)                     COMP
 AI9827  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AI9827  ELLIP HEIGHT-          40.54  (meters)          (02/20/01) GPS OBS
 AI9827  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AI9827
 AI9827  HORZ ORDER  -  FIRST
 AI9827  ELLP ORDER  -  SECOND    CLASS I
 AI9827
 AI9827.This mark is at General De Witt Spain Airport (M01)
 AI9827
 AI9827.The horizontal coordinates were established by GPS observations
 AI9827.and adjusted by the National Geodetic Survey in February 2001..
 AI9827
 AI9827.The orthometric height was determined by GPS observations and a
 AI9827.high-resolution geoid model.
 AI9827
 AI9827.GPS derived orthometric heights for airport stations designated as
 AI9827.PACS or SACS are published to 2 decimal places.  This maintains
 AI9827.centimeter relative accuracy between the PACS and SACS.  It does
 AI9827.not indicate centimeter accuracy relative to other marks which are
 AI9827.part of the NAVD 88 network.
 AI9827
 AI9827.Photographs are available for this station.
 AI9827
 AI9827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9827
 AI9827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9827
 AI9827.The ellipsoidal height was determined by GPS observations
 AI9827.and is referenced to NAD 83.
 AI9827
 AI9827.The geoid height was determined by GEOID03.
 AI9827
 AI9827;                    North         East     Units Scale Factor Converg.
 AI9827;SPC TN       -   104,423.777   230,859.537   MT  1.00000814   -2 22 26.2
 AI9827;SPC TN       -   342,597.01    757,411.66   sFT  1.00000814   -2 22 26.2
 AI9827;UTM  15      - 3,899,814.916   768,104.451   MT  1.00048595   +1 41 55.9
 AI9827;UTM  16      - 3,900,117.437   221,882.911   MT  1.00055337   -1 45 44.5
 AI9827
 AI9827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9827!SPC TN       -   0.99999364  x   1.00000814  =   1.00000178
 AI9827!UTM  15      -   0.99999364  x   1.00048595  =   1.00047958
 AI9827!UTM  16      -   0.99999364  x   1.00055337  =   1.00054700
 AI9827
 AI9827:                Primary Azimuth Mark                     Grid Az
 AI9827:SPC TN       -  M01 A                                    169 08 10.8
 AI9827:UTM  15      -  M01 A                                    165 03 48.7
 AI9827:UTM  16      -  M01 A                                    168 31 29.1
 AI9827
 AI9827|---------------------------------------------------------------------|
 AI9827| PID    Reference Object                     Distance      Geod. Az  |
 AI9827|                                                           dddmmss.s |
 AI9827| AI9825 M01 A                               APPROX. 0.5 KM 1664544.6 |
 AI9827|---------------------------------------------------------------------|
 AI9827
 AI9827                          SUPERSEDED SURVEY CONTROL
 AI9827
 AI9827.No superseded survey control is available for this station.
 AI9827
 AI9827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6810499815(NAD 83)
 AI9827_MARKER: DD = SURVEY DISK
 AI9827_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9827_STAMPING: M01 C 1996
 AI9827_MARK LOGO: NGS   
 AI9827_PROJECTION: FLUSH
 AI9827_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9827+STABILITY: SURFACE MOTION
 AI9827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9827+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9827_ROD/PIPE-DEPTH: 1    meters
 AI9827
 AI9827  HISTORY     - Date     Condition        Report By
 AI9827  HISTORY     - 1996     MONUMENTED       LOWE
 AI9827
 AI9827                          STATION DESCRIPTION
 AI9827
 AI9827'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9827'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTH OF MEMPHIS AT THE
 AI9827'GENERAL DEWITT SPAIN AIRPORT. GENERAL DEWITT SPAIN AIRPORT IS
 AI9827'AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH
 AI9827'THE AIRPORT MANAGER, WALTER CATHEY, TELEPHONE NUMBER
 AI9827'901-358-0028, BEFORE ENTERING THE FIELD.
 AI9827' 
 AI9827'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 51
 AI9827'(AKA DANNY THOMAS BOULEVARD) AND WHITNEY AVENUE, JUST NORTH OF
 AI9827'THE INTERSTATE 40 AND 240 INTERCHANGE, GO WEST-SOUTHWEST ON
 AI9827'WHITNEY AVENUE 1.8 KM (1.10 MI) TO THE AIRPORT ENTRANCE ON THE
 AI9827'RIGHT. TURN RIGHT AND GO SOUTHWEST TO THE GATE. FROM THE GATE
 AI9827'GO 0.24 KM (0.15 MI) ACROSS THE RAMP TO THE TAXIWAY. TURN RIGHT AND
 AI9827'GO NORTH 0.48 KM (0.30 MI) ALONG THE TAXIWAY TO THE STATION ON THE
 AI9827'LEFT IN THE GRASS BETWEEN THE TAXIWAY AND THE RUNWAY.
 AI9827' 
 AI9827'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9827'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9827'PVC
 AI9827'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9827'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9827'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS
 AI9827'31.3 M (102.7 FT) NORTH-NORTHEAST FROM THE NORTHERNMOST VASI
 AI9827'LIGHT, 25.8 M (84.6 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, AND
 AI9827'17.6 M (57.7 FT) WEST FROM THE WEST EDGE OF THE TAXIWAY. THIS
 AI9827'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9827' 
 AI9827' 
 AI9827'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9821 ***********************************************************************
 AI9821  SACS        -  This is a Secondary Airport Control Station.
 AI9821  DESIGNATION -  M04 A
 AI9821  PID         -  AI9821
 AI9821  STATE/COUNTY-  TN/TIPTON
 AI9821  USGS QUAD   -  GIFT (1983)
 AI9821
 AI9821                         *CURRENT SURVEY CONTROL
 AI9821  ___________________________________________________________________
 AI9821* NAD 83(1995)-  35 34 35.29723(N)    089 35 14.32252(W)     ADJUSTED  
 AI9821* NAVD 88     -        84.32   (meters)     276.6    (feet)  GPS OBS   
 AI9821  ___________________________________________________________________
 AI9821  X           -      37,407.438 (meters)                     COMP
 AI9821  Y           -  -5,193,391.256 (meters)                     COMP
 AI9821  Z           -   3,690,105.260 (meters)                     COMP
 AI9821  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AI9821  ELLIP HEIGHT-          57.02  (meters)          (02/20/01) GPS OBS
 AI9821  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AI9821
 AI9821  HORZ ORDER  -  FIRST
 AI9821  ELLP ORDER  -  SECOND    CLASS I
 AI9821
 AI9821.This mark is at Covington Airport (M04)
 AI9821
 AI9821.The horizontal coordinates were established by GPS observations
 AI9821.and adjusted by the National Geodetic Survey in February 2001..
 AI9821
 AI9821.The orthometric height was determined by GPS observations and a
 AI9821.high-resolution geoid model.
 AI9821
 AI9821.GPS derived orthometric heights for airport stations designated as
 AI9821.PACS or SACS are published to 2 decimal places.  This maintains
 AI9821.centimeter relative accuracy between the PACS and SACS.  It does
 AI9821.not indicate centimeter accuracy relative to other marks which are
 AI9821.part of the NAVD 88 network.
 AI9821
 AI9821.Photographs are available for this station.
 AI9821
 AI9821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9821
 AI9821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9821
 AI9821.The ellipsoidal height was determined by GPS observations
 AI9821.and is referenced to NAD 83.
 AI9821
 AI9821.The geoid height was determined by GEOID03.
 AI9821
 AI9821;                    North         East     Units Scale Factor Converg.
 AI9821;SPC TN       -   143,883.602   274,920.468   MT  0.99995845   -2 06 00.6
 AI9821;SPC TN       -   472,058.12    901,968.24   sFT  0.99995845   -2 06 00.6
 AI9821;UTM  16      - 3,940,055.619   265,545.322   MT  1.00027744   -1 30 21.4
 AI9821
 AI9821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9821!SPC TN       -   0.99999105  x   0.99995845  =   0.99994950
 AI9821!UTM  16      -   0.99999105  x   1.00027744  =   1.00026849
 AI9821
 AI9821                          SUPERSEDED SURVEY CONTROL
 AI9821
 AI9821.No superseded survey control is available for this station.
 AI9821
 AI9821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6554540056(NAD 83)
 AI9821_MARKER: DD = SURVEY DISK
 AI9821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9821_STAMPING: M04 A 1999
 AI9821_MARK LOGO: NGS   
 AI9821_PROJECTION: FLUSH
 AI9821_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9821+STABILITY: SURFACE MOTION
 AI9821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9821+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9821
 AI9821  HISTORY     - Date     Condition        Report By
 AI9821  HISTORY     - 1999     MONUMENTED       LOWE
 AI9821
 AI9821                          STATION DESCRIPTION
 AI9821
 AI9821'DESCRIBED BY LOWE ENGINEERS 1999 (JDJ)
 AI9821'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST FROM
 AI9821'COVINGTON AT THE COVINGTON MUNICIPAL AIRPORT. COVINGTON
 AI9821'MUNICIPAL AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT
 AI9821'REQUIRED. CHECK WITH THE AIRPORT MANAGER, DAVE PEELER,
 AI9821'TELEPHONE NUMBER 901-476-1392, BEFORE ENTERING THE FIELD.
 AI9821' 
 AI9821'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 AI9821'STATE HIGHWAY 59 IN COVINGTON, GO NORTH ON STATE HIGHWAY 51 FOR
 AI9821'1.77 KM (1.10 MI) TO THE JUNCTION OF STATE HIGHWAY 384. CONTINUE
 AI9821'NORTH ON STATE HIGHWAY 51 FOR 2.25 KM (1.40 MI) TO A PAVED ROAD ON
 AI9821'THE RIGHT. TURN RIGHT AND GO EASTERLY ON COUNTY ROAD 8391 FOR
 AI9821'4.51 KM (2.80 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT AND GO
 AI9821'SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A PAVED
 AI9821'ROAD ON THE RIGHT. TURN RIGHT AND GO WEST ON THE PAVED ROAD AND
 AI9821'ACROSS THE PARKING LOT TO THE AIRPORT OFFICE AND A GATE ON THE
 AI9821'RIGHT. PASS THRU THE GATE AND CONTINUE WEST ACROSS THE APRON
 AI9821'AND TAXIWAY FOR 0.1 KM (0.05 MI) TO THE TAXIWAY AND AND THE RUNWAY.
 AI9821'TURN LEFT AND GO SOUTH 1.50 KM (0.95 MI) TO THE STATION ON THE LEFT.
 AI9821' 
 AI9821'THE STATION IS THE CENTER OF A BRONZE NGS CAP SET IN A POURED
 AI9821'CONCRETE MONUMENT. THE MONUMENT AND CONCRETE ARE SET FLUSH
 AI9821'WITH THE GROUND. THE STATION IS 85.49 M (280.48 FT) EAST FROM THE
 AI9821'SOUTHEAST STROBE LIGHT, 21.27 M (69.78 FT) SOUTHEAST FROM THE
 AI9821'SOUTHEASTERNMOST TAXIWAY LIGHT AT THE P.C. OF THE TAXIWAY AND
 AI9821'RAMP, AND 9.14 M (29.99 FT) DUE WEST FROM A CHAIN LINK FENCE. THIS
 AI9821'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI9821' 
 AI9821' 
 AI9821'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9833 ***********************************************************************
 AI9833  SACS        -  This is a Secondary Airport Control Station.
 AI9833  DESIGNATION -  M08 A
 AI9833  PID         -  AI9833
 AI9833  STATE/COUNTY-  TN/HARDEMAN
 AI9833  USGS QUAD   -  MIDDLEBURG (1980)
 AI9833
 AI9833                         *CURRENT SURVEY CONTROL
 AI9833  ___________________________________________________________________
 AI9833* NAD 83(1995)-  35 12 30.17387(N)    089 02 38.87443(W)     ADJUSTED  
 AI9833* NAVD 88     -       150.93   (meters)     495.2    (feet)  GPS OBS   
 AI9833  ___________________________________________________________________
 AI9833  X           -      87,035.307 (meters)                     COMP
 AI9833  Y           -  -5,216,506.849 (meters)                     COMP
 AI9833  Z           -   3,656,851.204 (meters)                     COMP
 AI9833  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AI9833  ELLIP HEIGHT-         123.12  (meters)          (02/20/01) GPS OBS
 AI9833  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AI9833
 AI9833  HORZ ORDER  -  FIRST
 AI9833  ELLP ORDER  -  SECOND    CLASS I
 AI9833
 AI9833.This mark is at William L Whitehurst Fld Airport (M08)
 AI9833
 AI9833.The horizontal coordinates were established by GPS observations
 AI9833.and adjusted by the National Geodetic Survey in February 2001..
 AI9833
 AI9833.The orthometric height was determined by GPS observations and a
 AI9833.high-resolution geoid model.
 AI9833
 AI9833.GPS derived orthometric heights for airport stations designated as
 AI9833.PACS or SACS are published to 2 decimal places.  This maintains
 AI9833.centimeter relative accuracy between the PACS and SACS.  It does
 AI9833.not indicate centimeter accuracy relative to other marks which are
 AI9833.part of the NAVD 88 network.
 AI9833
 AI9833.Photographs are available for this station.
 AI9833
 AI9833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9833
 AI9833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9833
 AI9833.The ellipsoidal height was determined by GPS observations
 AI9833.and is referenced to NAD 83.
 AI9833
 AI9833.The geoid height was determined by GEOID03.
 AI9833
 AI9833;                    North         East     Units Scale Factor Converg.
 AI9833;SPC TN       -   101,397.749   322,855.709   MT  1.00000761   -1 46 55.8
 AI9833;SPC TN       -   332,669.11  1,059,235.77   sFT  1.00000761   -1 46 55.8
 AI9833;UTM  16      - 3,898,066.355   313,930.367   MT  1.00002670   -1 10 44.0
 AI9833
 AI9833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9833!SPC TN       -   0.99998068  x   1.00000761  =   0.99998828
 AI9833!UTM  16      -   0.99998068  x   1.00002670  =   1.00000737
 AI9833
 AI9833:                Primary Azimuth Mark                     Grid Az
 AI9833:SPC TN       -  GPS 58                                   010 20 17.4
 AI9833:UTM  16      -  GPS 58                                   009 44 05.6
 AI9833
 AI9833|---------------------------------------------------------------------|
 AI9833| PID    Reference Object                     Distance      Geod. Az  |
 AI9833|                                                           dddmmss.s |
 AI9833| FE2752 GPS 58                              457.259 METERS 0083321.6 |
 AI9833|---------------------------------------------------------------------|
 AI9833
 AI9833                          SUPERSEDED SURVEY CONTROL
 AI9833
 AI9833.No superseded survey control is available for this station.
 AI9833
 AI9833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1393098066(NAD 83)
 AI9833_MARKER: DD = SURVEY DISK
 AI9833_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9833_STAMPING: M08 A 1996
 AI9833_MARK LOGO: NGS   
 AI9833_PROJECTION: FLUSH
 AI9833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9833+STABILITY: SURFACE MOTION
 AI9833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9833+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9833_ROD/PIPE-DEPTH: 1    meters
 AI9833
 AI9833  HISTORY     - Date     Condition        Report By
 AI9833  HISTORY     - 1996     MONUMENTED       LOWE
 AI9833
 AI9833                          STATION DESCRIPTION
 AI9833
 AI9833'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9833'THE STATION IS LOCATED ABOUT 1.8 KM (5.05 MI) SOUTHWEST OF BOLIVAR
 AI9833'AT THE BOLIVAR-HARDEMAN COUNTY AIRPORT (WILLIAM L. WHITEHURST
 AI9833'FIELD), NEAR THE SOUTH END OF THE AIRPORT. WILLIAM L. WHITEHURST
 AI9833'FIELD IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK
 AI9833'WITH THE POINT OF CONTACT, DAVID PERRIN, FLIGHT INSTRUCTOR,
 AI9833'TELEPHONE NUMBER 901-658-5902, BEFORE ENTERING THE FIELD.
 AI9833' 
 AI9833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 AI9833'STATE HIGHWAY 18, JUST WEST OF BOLIVAR, GO SOUTHWEST FOR 5.3 KM
 AI9833'(3.30 MI) ON STATE HIGHWAY 18 TO THE AIRPORT ENTRANCE DRIVE. TURN
 AI9833'LEFT AND GO SOUTH FOR 1.3 KM (0.80 MI) TO THE AIRPORT OFFICE AND THE
 AI9833'ACCESS GATE. CONTINUE THROUGH THE ENTRANCE GATE AND GO SOUTH
 AI9833'ON THE TAXIWAY 0.08 KM (0.05 MI) TO THE SECOND CROSSOVER RAMP TO
 AI9833'THE RUNWAY, PROCEED TO THE RUNWAY, TURN LEFT AND GO 0.3 KM (0.20
 AI9833'MI) TO THE STATION AT THE SOUTH END OF THE RUNWAY. THE STATION IS
 AI9833'IN LINE WITH THE EAST EDGE OF THE PAVEMENT.
 AI9833' 
 AI9833'THE STATION IS THE CENTER OF A SURVEY DISK SET INTO THE TOP OF A 1 M
 AI9833'(3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT) PVC PIPE WITH A
 AI9833'NGS
 AI9833'LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 AI9833'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND
 AI9833'FROM THE BOTTOM OF THE PIPE. THE STATION IS 71.3 M (233.9 FT)
 AI9833'SOUTHEAST FROM THE SOUTHWEST CORNER OF THE PAVEMENT, 67.5 M
 AI9833'(221.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE PAVEMENT, AND
 AI9833'64.7 M (212.3 FT) SOUTHWEST FROM THE EASTERNMOST RUNWAY LIGHT AT
 AI9833'THE END OF THE RUNWAY. THIS STATION IS DESIGNATED A SECONDARY
 AI9833'AIRPORT CONTROL STATION.
 AI9833' 
 AI9833' 
 AI9833'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9829 ***********************************************************************
 AI9829  SACS        -  This is a Secondary Airport Control Station.
 AI9829  DESIGNATION -  M52 A
 AI9829  PID         -  AI9829
 AI9829  STATE/COUNTY-  TN/HENDERSON
 AI9829  USGS QUAD   -  CHESTERFIELD (1986)
 AI9829
 AI9829                         *CURRENT SURVEY CONTROL
 AI9829  ___________________________________________________________________
 AI9829* NAD 83(1995)-  35 38 40.05349(N)    088 22 20.67109(W)     ADJUSTED  
 AI9829* NAVD 88     -       153.65   (meters)     504.1    (feet)  GPS OBS   
 AI9829  ___________________________________________________________________
 AI9829  X           -     147,388.585 (meters)                     COMP
 AI9829  Y           -  -5,187,095.757 (meters)                     COMP
 AI9829  Z           -   3,696,277.960 (meters)                     COMP
 AI9829  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AI9829  ELLIP HEIGHT-         125.53  (meters)          (02/20/01) GPS OBS
 AI9829  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AI9829
 AI9829  HORZ ORDER  -  FIRST
 AI9829  ELLP ORDER  -  SECOND    CLASS I
 AI9829
 AI9829.This mark is at Franklin Wilkins Airport (M52)
 AI9829
 AI9829.The horizontal coordinates were established by GPS observations
 AI9829.and adjusted by the National Geodetic Survey in February 2001..
 AI9829
 AI9829.The orthometric height was determined by GPS observations and a
 AI9829.high-resolution geoid model.
 AI9829
 AI9829.GPS derived orthometric heights for airport stations designated as
 AI9829.PACS or SACS are published to 2 decimal places.  This maintains
 AI9829.centimeter relative accuracy between the PACS and SACS.  It does
 AI9829.not indicate centimeter accuracy relative to other marks which are
 AI9829.part of the NAVD 88 network.
 AI9829
 AI9829.Photographs are available for this station.
 AI9829
 AI9829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9829
 AI9829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9829
 AI9829.The ellipsoidal height was determined by GPS observations
 AI9829.and is referenced to NAD 83.
 AI9829
 AI9829.The geoid height was determined by GEOID03.
 AI9829
 AI9829;                    North         East     Units Scale Factor Converg.
 AI9829;SPC TN       -   148,072.112   385,169.834   MT  0.99995385   -1 23 20.0
 AI9829;SPC TN       -   485,799.92  1,263,678.03   sFT  0.99995385   -1 23 20.0
 AI9829;UTM  16      - 3,945,382.236   375,751.408   MT  0.99979024   -0 47 59.6
 AI9829
 AI9829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9829!SPC TN       -   0.99998030  x   0.99995385  =   0.99993415
 AI9829!UTM  16      -   0.99998030  x   0.99979024  =   0.99977054
 AI9829
 AI9829                          SUPERSEDED SURVEY CONTROL
 AI9829
 AI9829.No superseded survey control is available for this station.
 AI9829
 AI9829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7575145382(NAD 83)
 AI9829_MARKER: DD = SURVEY DISK
 AI9829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9829_STAMPING: M52 A 1996
 AI9829_MARK LOGO: NGS   
 AI9829_PROJECTION: FLUSH
 AI9829_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9829+STABILITY: SURFACE MOTION
 AI9829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9829+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9829_ROD/PIPE-DEPTH: 1    meters
 AI9829
 AI9829  HISTORY     - Date     Condition        Report By
 AI9829  HISTORY     - 1996     MONUMENTED       LOWE
 AI9829
 AI9829                          STATION DESCRIPTION
 AI9829
 AI9829'DESCRIBED BY LOWE ENGINEERS 1996 (LDS)
 AI9829'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHEAST FROM
 AI9829'LEXINGTON AT THE LEXINGTON-FRANKLIN COUNTY AIRPORT
 AI9829'(FRANKLIN-WILKINS AIRPORT). FRANKLIN-WILKINS AIRPORT IS AN
 AI9829'UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED. CHECK WITH THE
 AI9829'AIRPORT MANAGER, RONALD BOWEN, TELEPHONE NUMBER 901-968-3721,
 AI9829'BEFORE ENTERING THE FIELD.
 AI9829' 
 AI9829'TO REACH THE STATION FROM STATE ROADS 20 AND 412 IN LEXINGTON, GO
 AI9829'EAST ON STATE ROAD 412 0.16 KM (0.10 MI) TO THE JUNCTION OF STATE
 AI9829'ROAD 114. TURN LEFT AND GO NORTH ON STATE ROAD 114 1.13 KM (0.70 MI)
 AI9829'TO THE AIRPORT ENTRANCE DRIVE. TURN RIGHT AND GO NORTHEAST 0.32
 AI9829'KM (0.20 MI) TO THE AIRPORT OFFICE AND GATE. FROM THE GATE GO
 AI9829'SOUTHEAST 0.04 KM (0.02 MI) TO THE AIRPORT APRON. CONTINUE
 AI9829'EAST-NORTHEAST ACROSS THE APRON AND TAXIWAY 0.16 KM (0.10 MI)TO
 AI9829'THE JUNCTION OF THE RUNWAY. TURN RIGHT AND GO SOUTHEAST ON THE
 AI9829'RUNWAY 0.73 KM (0.45 MI) TO THE END OF THE RUNWAY AND THE STATION
 AI9829'ON THE LEFT.
 AI9829' 
 AI9829'THE STATION IS THE CENTER OF A 0.05 SURVEY DISK SET INTO THE TOP OF A
 AI9829'1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 KM (0.52 FT) PVC PIPE
 AI9829'WITH A
 AI9829'NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE
 AI9829'ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AI9829'EXTEND FROM THE BOTTOM OF THE PIPE. THE STATION IS 19.8 M (65.0 FT)
 AI9829'EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE SOUTHEAST END
 AI9829'OF THE RUNWAY, 17.0 M (55.8 FT) NORTHEAST FROM THE NORTHEAST OF
 AI9829'THREE THRESHOLD LIGHTS, AND 3.0 M (9.8 FT) NORTHWEST FROM THE
 AI9829'RUNWAY STROBE LIGHT. THIS STATION IS DESIGNATED A SECONDARY
 AI9829'AIRPORT CONTROL STATION.
 AI9829' 
 AI9829'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9846 ***********************************************************************
 AI9846  PACS        -  This is a Primary Airport Control Station.
 AI9846  DESIGNATION -  M53 A
 AI9846  PID         -  AI9846
 AI9846  STATE/COUNTY-  TN/GIBSON
 AI9846  USGS QUAD   -  MEDINA (1981)
 AI9846
 AI9846                         *CURRENT SURVEY CONTROL
 AI9846  ___________________________________________________________________
 AI9846* NAD 83(1995)-  35 48 07.63162(N)    088 52 28.44591(W)     ADJUSTED  
 AI9846* NAVD 88     -       126.39   (meters)     414.7    (feet)  GPS OBS   
 AI9846  ___________________________________________________________________
 AI9846  X           -     101,720.988 (meters)                     COMP
 AI9846  Y           -  -5,177,954.155 (meters)                     COMP
 AI9846  Z           -   3,710,463.884 (meters)                     COMP
 AI9846  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AI9846  ELLIP HEIGHT-          98.14  (meters)          (02/20/01) GPS OBS
 AI9846  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AI9846
 AI9846  HORZ ORDER  -  B
 AI9846  ELLP ORDER  -  SECOND    CLASS I
 AI9846
 AI9846.This mark is at Humboldt Airport (M53)
 AI9846
 AI9846.The horizontal coordinates were established by GPS observations
 AI9846.and adjusted by the National Geodetic Survey in February 2001..
 AI9846
 AI9846.The orthometric height was determined by GPS observations and a
 AI9846.high-resolution geoid model.
 AI9846
 AI9846.GPS derived orthometric heights for airport stations designated as
 AI9846.PACS or SACS are published to 2 decimal places.  This maintains
 AI9846.centimeter relative accuracy between the PACS and SACS.  It does
 AI9846.not indicate centimeter accuracy relative to other marks which are
 AI9846.part of the NAVD 88 network.
 AI9846
 AI9846.Photographs are available for this station.
 AI9846
 AI9846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9846
 AI9846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9846
 AI9846.The ellipsoidal height was determined by GPS observations
 AI9846.and is referenced to NAD 83.
 AI9846
 AI9846.The geoid height was determined by GEOID03.
 AI9846
 AI9846;                    North         East     Units Scale Factor Converg.
 AI9846;SPC TN       -   166,775.681   340,223.103   MT  0.99994856   -1 40 58.4
 AI9846;SPC TN       -   547,163.21  1,116,215.30   sFT  0.99994856   -1 40 58.4
 AI9846;UTM  16      - 3,963,622.272   330,618.932   MT  0.99995354   -1 05 48.7
 AI9846
 AI9846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9846!SPC TN       -   0.99998460  x   0.99994856  =   0.99993316
 AI9846!UTM  16      -   0.99998460  x   0.99995354  =   0.99993814
 AI9846
 AI9846:                Primary Azimuth Mark                     Grid Az
 AI9846:SPC TN       -  M53 B                                    047 03 26.7
 AI9846:UTM  16      -  M53 B                                    046 28 17.0
 AI9846
 AI9846|---------------------------------------------------------------------|
 AI9846| PID    Reference Object                     Distance      Geod. Az  |
 AI9846|                                                           dddmmss.s |
 AI9846| AI9819 M53 B                               APPROX. 0.5 KM 0452228.3 |
 AI9846| AI9838 M53 C                               APPROX. 0.5 KM 2204349.0 |
 AI9846|---------------------------------------------------------------------|
 AI9846
 AI9846                          SUPERSEDED SURVEY CONTROL
 AI9846
 AI9846.No superseded survey control is available for this station.
 AI9846
 AI9846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3061963622(NAD 83)
 AI9846_MARKER: I = METAL ROD
 AI9846_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9846_STAMPING: M53 A 1996
 AI9846_MARK LOGO: NGS   
 AI9846_PROJECTION: FLUSH
 AI9846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9846+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 AI9846_ROD/PIPE-DEPTH: 14.3 meters
 AI9846_SLEEVE-DEPTH  : 1 meters
 AI9846
 AI9846  HISTORY     - Date     Condition        Report By
 AI9846  HISTORY     - 1996     MONUMENTED       LOWE
 AI9846  HISTORY     - 20040324 GOOD             COMPA
 AI9846  HISTORY     - 20050623 GOOD             CAS
 AI9846
 AI9846                          STATION DESCRIPTION
 AI9846
 AI9846'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9846'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF HUMBOLDT
 AI9846'AT THE HUMBOLDT MUNICIPAL AIRPORT. HUMBOLDT MUNICIPAL
 AI9846'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9846'CHECK WITH THE AIRPORT MANAGER, GUY LONDE, TELEPHONE NUMBER
 AI9846'901-784-5571, BEFORE ENTERING THE FIELD.
 AI9846' 
 AI9846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45W AND
 AI9846'U.S. HIGHWAY 45W BUSINESS, SOUTH OF HUMBOLDT, GO SOUTH ON U.S.
 AI9846'HIGHWAY 45W 1.6 KM (1.0 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON
 AI9846'THE LEFT. TURN LEFT AND GO EAST ON THE ENTRANCE ROAD 0.24 KM (0.15
 AI9846'MI) TO THE AIRPORT OFFICE AND THE GATE AT THE SOUTHWEST SIDE OF
 AI9846'THE OFFICE. ENTER THROUGH THE GATE AND GO 0.16 KM (0.1 MI)
 AI9846'NORTHEAST ACROSS THE APRON AND TAXIWAY AREA TO THE JUNCTION OF
 AI9846'THE MAIN NORTHEAST-SOUTHWEST TAXIWAY. TURN RIGHT AND GO
 AI9846'NORTHEAST 0.48 KM (0.3 MI) TO THE STATION ON THE LEFT BETWEEN THE
 AI9846'TAXIWAY AND RUNWAY 22.
 AI9846' 
 AI9846'THE STATION IS THE TOP OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AI9846'TO A DEPTH OF 14.3 M (46.9 FT), 5 CM BELOW GROUND LEVEL, AND ENCASED
 AI9846'IN A 0.16 M (0.52 FT) PVC PIPE WITH A NGS LOGO CAP SURROUNDED BY
 AI9846'CONCRETE. THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE
 AI9846'GROUND. THE LOGO CAP IS STAMPED M53 A 1996. THE STATION IS 37.6 M
 AI9846'(123.4 FT) SOUTHWEST OF THE ELEVENTH (11TH) RUNWAY LIGHT FROM THE
 AI9846'SOUTHWEST END OF THE RUNWAY, 25.78 M (84.6 FT) NORTHEAST OF THE
 AI9846'TENTH (10TH) RUNWAY LIGHT FROM THE SOUTHWEST END OF THE
 AI9846'RUNWAY, AND 17.13 M (56.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AI9846'THE RUNWAY. THIS STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL
 AI9846'STATION.
 AI9846' 
 AI9846' 
 AI9846' 
 AI9846'
 AI9846
 AI9846                          STATION RECOVERY (2004)
 AI9846
 AI9846'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 AI9846'RECOVERED IN GOOD CONDITION.
 AI9846
 AI9846                          STATION RECOVERY (2005)
 AI9846
 AI9846'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 AI9846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9819 ***********************************************************************
 AI9819  SACS        -  This is a Secondary Airport Control Station.
 AI9819  DESIGNATION -  M53 B
 AI9819  PID         -  AI9819
 AI9819  STATE/COUNTY-  TN/GIBSON
 AI9819  USGS QUAD   -  MEDINA (1981)
 AI9819
 AI9819                         *CURRENT SURVEY CONTROL
 AI9819  ___________________________________________________________________
 AI9819* NAD 83(1995)-  35 48 19.54793(N)    088 52 13.62473(W)     ADJUSTED  
 AI9819* NAVD 88     -       127.68   (meters)     418.9    (feet)  GPS OBS   
 AI9819  ___________________________________________________________________
 AI9819  X           -     102,088.835 (meters)                     COMP
 AI9819  Y           -  -5,177,733.051 (meters)                     COMP
 AI9819  Z           -   3,710,762.504 (meters)                     COMP
 AI9819  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AI9819  ELLIP HEIGHT-          99.42  (meters)          (02/20/01) GPS OBS
 AI9819  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AI9819
 AI9819  HORZ ORDER  -  FIRST
 AI9819  ELLP ORDER  -  SECOND    CLASS I
 AI9819
 AI9819.This mark is at Humboldt Airport (M53)
 AI9819
 AI9819.The horizontal coordinates were established by GPS observations
 AI9819.and adjusted by the National Geodetic Survey in February 2001..
 AI9819
 AI9819.The orthometric height was determined by GPS observations and a
 AI9819.high-resolution geoid model.
 AI9819
 AI9819.GPS derived orthometric heights for airport stations designated as
 AI9819.PACS or SACS are published to 2 decimal places.  This maintains
 AI9819.centimeter relative accuracy between the PACS and SACS.  It does
 AI9819.not indicate centimeter accuracy relative to other marks which are
 AI9819.part of the NAVD 88 network.
 AI9819
 AI9819.Photographs are available for this station.
 AI9819
 AI9819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9819
 AI9819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9819
 AI9819.The ellipsoidal height was determined by GPS observations
 AI9819.and is referenced to NAD 83.
 AI9819
 AI9819.The geoid height was determined by GEOID03.
 AI9819
 AI9819;                    North         East     Units Scale Factor Converg.
 AI9819;SPC TN       -   167,131.855   340,605.822   MT  0.99994853   -1 40 49.7
 AI9819;SPC TN       -   548,331.76  1,117,470.93   sFT  0.99994853   -1 40 49.7
 AI9819;UTM  16      - 3,963,982.344   330,997.990   MT  0.99995196   -1 05 40.3
 AI9819
 AI9819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9819!SPC TN       -   0.99998440  x   0.99994853  =   0.99993293
 AI9819!UTM  16      -   0.99998440  x   0.99995196  =   0.99993636
 AI9819
 AI9819:                Primary Azimuth Mark                     Grid Az
 AI9819:SPC TN       -  M53 A                                    227 03 26.7
 AI9819:UTM  16      -  M53 A                                    226 28 17.3
 AI9819
 AI9819|---------------------------------------------------------------------|
 AI9819| PID    Reference Object                     Distance      Geod. Az  |
 AI9819|                                                           dddmmss.s |
 AI9819| AI9846 M53 A                               APPROX. 0.5 KM 2252237.0 |
 AI9819|---------------------------------------------------------------------|
 AI9819
 AI9819                          SUPERSEDED SURVEY CONTROL
 AI9819
 AI9819.No superseded survey control is available for this station.
 AI9819
 AI9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3099863982(NAD 83)
 AI9819_MARKER: DD = SURVEY DISK
 AI9819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9819_STAMPING: M53 B 1996
 AI9819_MARK LOGO: NGS   
 AI9819_PROJECTION: FLUSH
 AI9819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9819+STABILITY: SURFACE MOTION
 AI9819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9819+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 AI9819_ROD/PIPE-DEPTH: 1    meters
 AI9819
 AI9819  HISTORY     - Date     Condition        Report By
 AI9819  HISTORY     - 1996     MONUMENTED       LOWE
 AI9819  HISTORY     - 20050623 GOOD             CAS
 AI9819
 AI9819                          STATION DESCRIPTION
 AI9819
 AI9819'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9819'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF HUMBOLDT
 AI9819'AT THE HUMBOLDT MUNICIPAL AIRPORT. HUMBOLDT MUNICIPAL
 AI9819'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9819'CHECK WITH THE AIRPORT MANAGER, GUY LONDE, TELEPHONE NUMBER
 AI9819'901-784-5571, BEFORE ENTERING THE FIELD.
 AI9819' 
 AI9819'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45W U.S.
 AI9819'HIGHWAY 45W BUSINESS, SOUTH OF HUMBOLDT, GO SOUTH ON U.S.
 AI9819'HIGHWAY 45W 1.6 KM (1.0 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON
 AI9819'THE LEFT. TURN LEFT AND GO EAST ON THE AIRPORT ENTRANCE ROAD 0.24
 AI9819'KM (0.15 MI) TO THE AIRPORT OFFICE AND THE GATE AT THE SOUTHWEST
 AI9819'SIDE OF THE OFFICE. ENTER THROUGH THE GATE AND GO 0.16 KM (0.1 MI)
 AI9819'NORTHEAST ACROSS THE APRON AND TAXIWAY TO THE JUNCTION OF THE
 AI9819'MAIN NORTHEAST-SOUTHWEST TAXIWAY. TURN RIGHT AND GO 0.96 KM (0.6
 AI9819'MI) TO THE STATION ON THE LEFT BETWEEN THE TAXIWAY AND RUNWAY 22.
 AI9819' 
 AI9819'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9819'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9819'PVC
 AI9819'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9819'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9819'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE NGS LOGO
 AI9819'CAP IS STAMPED M53 B 1996. THE STATION IS 84.55 M (277.4 FT) NORTHEAST
 AI9819'OF THE NORTHWEST  VASI LIGHT, 33.68 M (110.5 FT) SOUTHWEST FROM THE
 AI9819'CENTER OF A CATCH BASIN LOCATED 9.75 M (32.0 FT) NORTHWEST OF THE
 AI9819'TAXIWAY, 25.91 M (85.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AI9819'RUNWAY 22, AND 18.13 M (59.5 FT) NORTHWEST OF THE NORTHWEST EDGE
 AI9819'OF THE TAXIWAY. THIS STATION IS DESIGNATED A SECONDARY AIRPORT
 AI9819'CONTROL STATION.
 AI9819' 
 AI9819' 
 AI9819'
 AI9819
 AI9819                          STATION RECOVERY (2005)
 AI9819
 AI9819'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 AI9819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9838 ***********************************************************************
 AI9838  SACS        -  This is a Secondary Airport Control Station.
 AI9838  DESIGNATION -  M53 C
 AI9838  PID         -  AI9838
 AI9838  STATE/COUNTY-  TN/GIBSON
 AI9838  USGS QUAD   -  HUMBOLDT (1981)
 AI9838
 AI9838                         *CURRENT SURVEY CONTROL
 AI9838  ___________________________________________________________________
 AI9838* NAD 83(1995)-  35 47 55.21499(N)    088 52 41.56925(W)     ADJUSTED  
 AI9838* NAVD 88     -       123.89   (meters)     406.5    (feet)  GPS OBS   
 AI9838  ___________________________________________________________________
 AI9838  X           -     101,395.890 (meters)                     COMP
 AI9838  Y           -  -5,178,182.411 (meters)                     COMP
 AI9838  Z           -   3,710,152.031 (meters)                     COMP
 AI9838  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AI9838  ELLIP HEIGHT-          95.64  (meters)          (02/20/01) GPS OBS
 AI9838  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AI9838
 AI9838  HORZ ORDER  -  FIRST
 AI9838  ELLP ORDER  -  SECOND    CLASS I
 AI9838
 AI9838.This mark is at Humboldt Airport (M53)
 AI9838
 AI9838.The horizontal coordinates were established by GPS observations
 AI9838.and adjusted by the National Geodetic Survey in February 2001..
 AI9838
 AI9838.The orthometric height was determined by GPS observations and a
 AI9838.high-resolution geoid model.
 AI9838
 AI9838.GPS derived orthometric heights for airport stations designated as
 AI9838.PACS or SACS are published to 2 decimal places.  This maintains
 AI9838.centimeter relative accuracy between the PACS and SACS.  It does
 AI9838.not indicate centimeter accuracy relative to other marks which are
 AI9838.part of the NAVD 88 network.
 AI9838
 AI9838.Photographs are available for this station.
 AI9838
 AI9838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9838
 AI9838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9838
 AI9838.The ellipsoidal height was determined by GPS observations
 AI9838.and is referenced to NAD 83.
 AI9838
 AI9838.The geoid height was determined by GEOID03.
 AI9838
 AI9838;                    North         East     Units Scale Factor Converg.
 AI9838;SPC TN       -   166,402.856   339,882.511   MT  0.99994859   -1 41 06.1
 AI9838;SPC TN       -   545,940.04  1,115,097.87   sFT  0.99994859   -1 41 06.1
 AI9838;UTM  16      - 3,963,245.981   330,282.169   MT  0.99995495   -1 05 56.0
 AI9838
 AI9838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9838!SPC TN       -   0.99998499  x   0.99994859  =   0.99993358
 AI9838!UTM  16      -   0.99998499  x   0.99995495  =   0.99993994
 AI9838
 AI9838:                Primary Azimuth Mark                     Grid Az
 AI9838:SPC TN       -  M53 A                                    042 24 47.4
 AI9838:UTM  16      -  M53 A                                    041 49 37.3
 AI9838
 AI9838|---------------------------------------------------------------------|
 AI9838| PID    Reference Object                     Distance      Geod. Az  |
 AI9838|                                                           dddmmss.s |
 AI9838| AI9846 M53 A                               APPROX. 0.5 KM 0404341.3 |
 AI9838|---------------------------------------------------------------------|
 AI9838
 AI9838                          SUPERSEDED SURVEY CONTROL
 AI9838
 AI9838.No superseded survey control is available for this station.
 AI9838
 AI9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3028263246(NAD 83)
 AI9838_MARKER: DD = SURVEY DISK
 AI9838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI9838_STAMPING: M53 C 1996
 AI9838_MARK LOGO: NGS   
 AI9838_PROJECTION: FLUSH
 AI9838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9838+STABILITY: SURFACE MOTION
 AI9838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9838+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI9838_ROD/PIPE-DEPTH: 1    meters
 AI9838
 AI9838  HISTORY     - Date     Condition        Report By
 AI9838  HISTORY     - 1996     MONUMENTED       LOWE
 AI9838
 AI9838                          STATION DESCRIPTION
 AI9838
 AI9838'DESCRIBED BY LOWE ENGINEERS 1996 (JDJ)
 AI9838'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF HUMBOLDT
 AI9838'AT THE HUMBOLDT MUNICIPAL AIRPORT. HUMBOLDT MUNICIPAL
 AI9838'AIRPORT IS AN UNCONTROLLED AIRPORT WITH NO ESCORT REQUIRED.
 AI9838'CHECK WITH THE AIRPORT MANAGER, GUY LONDE, TELEPHONE NUMBER
 AI9838'901-784-5571, BEFORE ENTERING THE FIELD.
 AI9838' 
 AI9838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45W AND
 AI9838'U.S. HIGHWAY 45W BUSINESS, SOUTH OF HUMBOLDT, GO SOUTH 1.6 KM (1.0
 AI9838'MI) ON U.S. HIGHWAY 45W TO THE PAVED AIRPORT ENTRANCE ROAD ON THE
 AI9838'LEFT. TURN LEFT AND GO EAST ON THE AIRPORT ENTRANCE ROAD 0.24 KM
 AI9838'(0.15 MI) TO THE AIRPORT OFFICE AND THE GATE AT THE SOUTHWEST SIDE
 AI9838'OF THE OFFICE. ENTER THROUGH THE GATE AND GO 0.16 KM (0.1 MI)
 AI9838'NORTHEAST ALONG THE APRON AND TAXIWAY TO THE STATION ON THE
 AI9838'LEFT. THE STATION IS IN LINE WITH THE EXTENDED CENTERLINE OF THE
 AI9838'MAIN NORTHEAST-SOUTHWEST TAXIWAY.
 AI9838' 
 AI9838'THE STATION IS THE CENTER OF A 0.05 M (0.16 FT) SURVEY DISK SET INTO
 AI9838'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 0.16 M (0.52 FT)
 AI9838'PVC
 AI9838'PIPE WITH A NGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP
 AI9838'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AI9838'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. THE NGS LOGO
 AI9838'CAP IS STAMPED M53 C 1996. THE STATION IS 106.68 M (350 FT)
 AI9838'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE AIRPORT OFFICE,
 AI9838'79.76 M (261.7 FT) WEST-SOUTHWEST OF THE CENTER OF A WIND SOCK
 AI9838'POST, AND 25.93 M (85.1 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AI9838'TAXIWAY. THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI9838'STATION.
 AI9838' 
 AI9838' 
 AI9838' 
 AI9838'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3043 ***********************************************************************
 GA3043  DESIGNATION -  MABE
 GA3043  PID         -  GA3043
 GA3043  STATE/COUNTY-  TN/CLAIBORNE
 GA3043  USGS QUAD   -  WHEELER (1978)
 GA3043
 GA3043                         *CURRENT SURVEY CONTROL
 GA3043  ___________________________________________________________________
 GA3043* NAD 83(1995)-  36 30 45.54599(N)    083 36 30.22759(W)     ADJUSTED  
 GA3043* NAVD 88     -       390.782  (meters)    1282.09   (feet)  ADJUSTED  
 GA3043  ___________________________________________________________________
 GA3043  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 GA3043  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA3043  DYNAMIC HT  -         390.431 (meters)    1280.94  (feet)  COMP
 GA3043  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 GA3043
 GA3043  HORZ ORDER  -  SECOND
 GA3043  VERT ORDER  -  SECOND    CLASS 0
 GA3043
 GA3043.The horizontal coordinates were established by classical geodetic methods
 GA3043.and adjusted by the National Geodetic Survey in April 1999..
 GA3043
 GA3043.The orthometric height was determined by differential leveling
 GA3043.and adjusted by the National Geodetic Survey in June 1991..
 GA3043
 GA3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3043
 GA3043.The geoid height was determined by GEOID03.
 GA3043
 GA3043.The dynamic height is computed by dividing the NAVD 88
 GA3043.geopotential number by the normal gravity value computed on the
 GA3043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3043.degrees latitude (g = 980.6199 gals.).
 GA3043
 GA3043.The modeled gravity was interpolated from observed gravity values.
 GA3043
 GA3043;                    North         East     Units Scale Factor Converg.
 GA3043;SPC TN       -   244,417.507   814,214.149   MT  1.00001843   +1 24 00.5
 GA3043;SPC TN       -   801,893.10  2,671,300.92   sFT  1.00001843   +1 24 00.5
 GA3043;UTM  17      - 4,043,976.282   266,418.602   MT  1.00027226   -1 33 09.7
 GA3043
 GA3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3043!SPC TN       -   0.99994348  x   1.00001843  =   0.99996191
 GA3043!UTM  17      -   0.99994348  x   1.00027226  =   1.00021573
 GA3043
 GA3043|---------------------------------------------------------------------|
 GA3043| PID    Reference Object                     Distance      Geod. Az  |
 GA3043|                                                           dddmmss.s |
 GA3043| GA3045 MABE RM 1                             9.997 METERS 12146     |
 GA3043| GA2587 DON                                 APPROX. 1.3 KM 1344415.3 |
 GA3043| GA3044 MABE RM 2                             8.297 METERS 32623     |
 GA3043|---------------------------------------------------------------------|
 GA3043
 GA3043                          SUPERSEDED SURVEY CONTROL
 GA3043
 GA3043  NAD 83(1995)-  36 30 45.54751(N)    083 36 30.22886(W) AD(       ) 2
 GA3043  NAD 83(1995)-  36 30 45.54397(N)    083 36 30.22059(W) AD(       ) 2
 GA3043  NAD 83(1995)-  36 30 45.55502(N)    083 36 30.22861(W) AD(       ) 2
 GA3043  NAD 83(1986)-  36 30 45.55603(N)    083 36 30.22830(W) AD(       ) 2
 GA3043  NAD 27      -  36 30 45.26636(N)    083 36 30.55629(W) AD(       ) 2
 GA3043  NGVD 29 (??/??/92)  390.901  (m)         1282.48   (f) ADJ UNCH    2 0
 GA3043
 GA3043.Superseded values are not recommended for survey control.
 GA3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3043.See file dsdata.txt to determine how the superseded data were derived.
 GA3043
 GA3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6641943976(NAD 83)
 GA3043_MARKER: DS = TRIANGULATION STATION DISK
 GA3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3043_STAMPING: MABE 1963
 GA3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3043+STABILITY: SURFACE MOTION
 GA3043
 GA3043  HISTORY     - Date     Condition        Report By
 GA3043  HISTORY     - 1963     MONUMENTED       TNHD
 GA3043  HISTORY     - 1963     GOOD             TNHD
 GA3043
 GA3043                          STATION DESCRIPTION
 GA3043
 GA3043'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3043'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF TAZEWELL.
 GA3043'
 GA3043'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3043'ROUTE 33 IN TAZEWELL, GO
 GA3043'5.1 MILES NORTHEASTERLY ON U.  S.  HIGHWAY 25E TO A
 GA3043'CUT BANK ON THE RIGHT AND THE
 GA3043'STATION AS DESCRIBED.
 GA3043'
 GA3043'THE STATION IS 21 FEET WEST OF A 6-INCH WALNUT TREE, 10 FEET
 GA3043'NORTHEAST OF THE EDGE OF A
 GA3043'HIGHWAY CUT, AND 3.5 FEET WEST OF A WITNESS POST.  THE
 GA3043'SURFACE AND UNDERGROUND
 GA3043'MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA3043'DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GA3043'MABE 1963.  THE
 GA3043'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 GA3043'SURFACE DISK IS
 GA3043'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3043'
 GA3043'REFERENCE MARK NO. 1 IS 23 FEET NORTHEAST OF A 15 FOOT HIGHWAY CUT,
 GA3043'17 FEET SOUTH OF A
 GA3043'6-INCH WALNUT TREE, AND 14 FEET SOUTHWEST OF A 14-INCH
 GA3043'WALNUT TREE.  IT IS A
 GA3043'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GA3043'IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3043'MONUMENT AND THE DISK IS STAMPED
 GA3043'MABE RM-1 1963.
 GA3043'
 GA3043'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF A 5-INCH OAK TREE AND 8 FEET
 GA3043'NORTHEAST OF THE
 GA3043'HIGHWAY CUT.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA3043'DEPARTMENT DISK SET IN A 10-INCH
 GA3043'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA3043'THE DISK IS STAMPED MABE RM-2 1963.
 GA3043'
 GA3043'THE TRAVERSE GROUND STATIONS LINE AND/OR DON WILL SERVE AS THE
 GA3043'AZIMUTH MARK.
 GA3043'
 GA3043'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA3043
 GA3043                          STATION RECOVERY (1963)
 GA3043
 GA3043'RECOVERY NOTE BY TN HIGHWAY DEPT 1963
 GA3043'5 MI NE FROM TAZEWELL.
 GA3043'FROM THE JUNCTION OF U.S. HIGHWAY 25E AND STATE ROUTE 33 IN
 GA3043'TAZEWELL, GO 5.1 MILES NORTHEASTERLY ON U.S. HIGHWAY 25E TO A
 GA3043'CUT BANK ON THE RIGHT AND THE STATION.  THE STATION MARK IS 21
 GA3043'FEET WEST OF A 6 INCH WALNUT TREE, 10 FEET NORTHEAST OF THE EDGE
 GA3043'OF A HIGHWAY CUT, AND 3.5 FEET WEST OF A WITNESS POST.  THE MARK
 GA3043'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP
 GA3043'OF A 10 INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3045 ***********************************************************************
 GA3045  DESIGNATION -  MABE RM 1
 GA3045  PID         -  GA3045
 GA3045  STATE/COUNTY-  TN/CLAIBORNE
 GA3045  USGS QUAD   -  WHEELER (1978)
 GA3045
 GA3045                         *CURRENT SURVEY CONTROL
 GA3045  ___________________________________________________________________
 GA3045* NAD 83(1986)-  36 30 45.     (N)    083 36 31.     (W)     SCALED    
 GA3045* NAVD 88     -       391.378  (meters)    1284.05   (feet)  ADJUSTED  
 GA3045  ___________________________________________________________________
 GA3045  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA3045  DYNAMIC HT  -         391.027 (meters)    1282.89  (feet)  COMP
 GA3045  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 GA3045
 GA3045  VERT ORDER  -  SECOND    CLASS 0
 GA3045
 GA3045.The horizontal coordinates were scaled from a topographic map and have
 GA3045.an estimated accuracy of +/- 6 seconds.
 GA3045
 GA3045.The orthometric height was determined by differential leveling
 GA3045.and adjusted by the National Geodetic Survey in June 1991..
 GA3045
 GA3045.The geoid height was determined by GEOID03.
 GA3045
 GA3045.The dynamic height is computed by dividing the NAVD 88
 GA3045.geopotential number by the normal gravity value computed on the
 GA3045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3045.degrees latitude (g = 980.6199 gals.).
 GA3045
 GA3045.The modeled gravity was interpolated from observed gravity values.
 GA3045
 GA3045;                    North         East    Units  Estimated Accuracy
 GA3045;SPC TN       -   244,400.      814,200.      MT  (+/- 180 meters Scaled)
 GA3045
 GA3045                          SUPERSEDED SURVEY CONTROL
 GA3045
 GA3045  NGVD 29 (??/??/92)  391.497  (m)         1284.44   (f) ADJ UNCH    2 0
 GA3045
 GA3045.Superseded values are not recommended for survey control.
 GA3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3045.See file dsdata.txt to determine how the superseded data were derived.
 GA3045
 GA3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA663439(NAD 83)
 GA3045_MARKER: DR = REFERENCE MARK DISK
 GA3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3045_STAMPING: MABE RM-1 1963
 GA3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3045+STABILITY: SURFACE MOTION
 GA3045
 GA3045  HISTORY     - Date     Condition        Report By
 GA3045  HISTORY     - 1963     MONUMENTED       TNHD
 GA3045
 GA3045                          STATION DESCRIPTION
 GA3045
 GA3045'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3045'5 MI NE FROM TAZEWELL.
 GA3045'THIS MARK IS LOCATED AT THE MABE 1963 STATION SITE, 23 FEET
 GA3045'NORTHEAST OF A 15 FOOT HIGHWAY CUT, 17 FEET SOUTH OF A 6-INCH
 GA3045'WALNUT TREE, 14 FEET SOUTHWEST OF A 14-INCH WALNUT TREE AND 33 FEET
 GA3045'SOUTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA3045'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 GA3045'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3044 ***********************************************************************
 GA3044  DESIGNATION -  MABE RM 2
 GA3044  PID         -  GA3044
 GA3044  STATE/COUNTY-  TN/CLAIBORNE
 GA3044  USGS QUAD   -  WHEELER (1978)
 GA3044
 GA3044                         *CURRENT SURVEY CONTROL
 GA3044  ___________________________________________________________________
 GA3044* NAD 83(1986)-  36 30 45.     (N)    083 36 31.     (W)     SCALED    
 GA3044* NAVD 88     -       391.026  (meters)    1282.89   (feet)  ADJUSTED  
 GA3044  ___________________________________________________________________
 GA3044  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA3044  DYNAMIC HT  -         390.674 (meters)    1281.74  (feet)  COMP
 GA3044  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 GA3044
 GA3044  VERT ORDER  -  SECOND    CLASS 0
 GA3044
 GA3044.The horizontal coordinates were scaled from a topographic map and have
 GA3044.an estimated accuracy of +/- 6 seconds.
 GA3044
 GA3044.The orthometric height was determined by differential leveling
 GA3044.and adjusted by the National Geodetic Survey in June 1991..
 GA3044
 GA3044.The geoid height was determined by GEOID03.
 GA3044
 GA3044.The dynamic height is computed by dividing the NAVD 88
 GA3044.geopotential number by the normal gravity value computed on the
 GA3044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3044.degrees latitude (g = 980.6199 gals.).
 GA3044
 GA3044.The modeled gravity was interpolated from observed gravity values.
 GA3044
 GA3044;                    North         East    Units  Estimated Accuracy
 GA3044;SPC TN       -   244,400.      814,200.      MT  (+/- 180 meters Scaled)
 GA3044
 GA3044                          SUPERSEDED SURVEY CONTROL
 GA3044
 GA3044  NGVD 29 (??/??/92)  391.144  (m)         1283.28   (f) ADJ UNCH    2 0
 GA3044
 GA3044.Superseded values are not recommended for survey control.
 GA3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3044.See file dsdata.txt to determine how the superseded data were derived.
 GA3044
 GA3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA663439(NAD 83)
 GA3044_MARKER: DR = REFERENCE MARK DISK
 GA3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3044_STAMPING: MABE RM-2 1963
 GA3044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3044+STABILITY: SURFACE MOTION
 GA3044
 GA3044  HISTORY     - Date     Condition        Report By
 GA3044  HISTORY     - 1963     MONUMENTED       TNHD
 GA3044
 GA3044                          STATION DESCRIPTION
 GA3044
 GA3044'DESCRIBED BY TN HIGHWAY DEPT 1963
 GA3044'5 MI NE FROM TAZEWELL.
 GA3044'THIS MARK IS LOCATED AT THE MABE 1963 STATION SITE, 20 FEET SOUTH
 GA3044'OF A 5-INCH OAK TREE, 8 FEET NORTHEAST OF THE HIGHWAY CUT AND
 GA3044'27 FEET NORTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 GA3044'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GA3044'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB4052 ***********************************************************************
 FB4052  DESIGNATION -  MAC 1
 FB4052  PID         -  FB4052
 FB4052  STATE/COUNTY-  TN/KNOX
 FB4052  USGS QUAD   -  KNOXVILLE (1978)
 FB4052
 FB4052                         *CURRENT SURVEY CONTROL
 FB4052  ___________________________________________________________________
 FB4052* NAD 83(1995)-  35 58 42.96572(N)    083 55 46.50612(W)     ADJUSTED  
 FB4052* NAVD 88     -       282.5    (meters)     927.     (feet)  VERTCON   
 FB4052  ___________________________________________________________________
 FB4052  X           -     546,476.691 (meters)                     COMP
 FB4052  Y           -  -5,138,621.398 (meters)                     COMP
 FB4052  Z           -   3,726,418.443 (meters)                     COMP
 FB4052  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FB4052  ELLIP HEIGHT-         251.77  (meters)          (04/12/99) GPS OBS
 FB4052  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB4052
 FB4052  HORZ ORDER  -  FIRST
 FB4052  ELLP ORDER  -  FOURTH    CLASS I
 FB4052
 FB4052.The horizontal coordinates were established by GPS observations
 FB4052.and adjusted by the National Geodetic Survey in April 1999..
 FB4052
 FB4052.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4052
 FB4052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4052
 FB4052.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4052
 FB4052.The ellipsoidal height was determined by GPS observations
 FB4052.and is referenced to NAD 83.
 FB4052
 FB4052.The geoid height was determined by GEOID03.
 FB4052
 FB4052;                    North         East     Units Scale Factor Converg.
 FB4052;SPC TN       -   184,516.165   786,703.697   MT  0.99995157   +1 12 43.6
 FB4052;SPC TN       -   605,366.78  2,581,043.71   sFT  0.99995157   +1 12 43.6
 FB4052;UTM  17      - 3,985,544.323   235,856.207   MT  1.00045981   -1 43 19.5
 FB4052;UTM  16      - 3,985,935.390   776,845.323   MT  1.00054450   +1 48 17.9
 FB4052
 FB4052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4052!SPC TN       -   0.99996049  x   0.99995157  =   0.99991206
 FB4052!UTM  17      -   0.99996049  x   1.00045981  =   1.00042028
 FB4052!UTM  16      -   0.99996049  x   1.00054450  =   1.00050496
 FB4052
 FB4052                          SUPERSEDED SURVEY CONTROL
 FB4052
 FB4052  NAD 83(1995)-  35 58 42.96670(N)    083 55 46.51258(W) AD(       ) 1
 FB4052  ELLIP H (05/28/93)  251.72   (m)                       GP(       ) 4 2
 FB4052  NGVD 29 (05/28/93)  282.7    (m)          927.     (f) GPS OBS        
 FB4052
 FB4052.Superseded values are not recommended for survey control.
 FB4052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4052.See file dsdata.txt to determine how the superseded data were derived.
 FB4052
 FB4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3585685544(NAD 83)
 FB4052_MARKER: DD = SURVEY DISK
 FB4052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB4052_STAMPING: MAC 1 TDOT 1984
 FB4052_MARK LOGO: TNDT  
 FB4052_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4052+STABILITY: SURFACE MOTION
 FB4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4052+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4052
 FB4052  HISTORY     - Date     Condition        Report By
 FB4052  HISTORY     - 1988     MONUMENTED       AEROS
 FB4052
 FB4052                          STATION DESCRIPTION
 FB4052
 FB4052'DESCRIBED BY AERO SERVICE CORPORATION 1988 (JKP)
 FB4052'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 FB4052'NORTHWEST OF DOWNTOWN KNOXVILLE,
 FB4052'1.0 KM (0.6 MI) NORTH OF THE JUNCTION OF INTERSTATES 40 AND 275,
 FB4052'0.5 KM (0.3 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 275
 FB4052'AND BAXTER AVENUE.
 FB4052'OWNERSHIP--STATE OF TENNESSEE.
 FB4052'
 FB4052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (HENLEY
 FB4052'STREET) AND STATE ROUTE 62 (WESTERN AVENUE), GO
 FB4052'NORTH FOR 1.3 KM (0.8 MI) ON U.S. HIGHWAY 441 (NOTE THAT HENLEY
 FB4052'STREET BECOMES BROADWAY AT THE SOUTH END OF THE BROADWAY VIADUCT)
 FB4052'TO THE (Y) INTERSECTION OF CENTRAL STREET.
 FB4052'TURN LEFT AND GO NORTHWEST FOR 0.55 KM (0.34 MI) ON CENTRAL STREET
 FB4052'TO THE INTERSECTION OF HINTON AVENUE.
 FB4052'TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.13 MI) ON HINTON AVENUE TO
 FB4052'THE INTERSECTION OF WRAY STREET AND THE STATION ON THE LEFT IN THE
 FB4052'SOUTHWEST QUADRANT OF THE INTERSECTION.
 FB4052'
 FB4052'THE STATION IS A STANDARD TNDT DISK
 FB4052'STAMPED---MAC 1 TDOT 1984---,
 FB4052'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT WITH A METAL SLEEVE
 FB4052'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4052'3.9 METERS (13.0 FT) WEST FROM THE CENTERLINE OF WRAY STREET,
 FB4052'10.0 METERS (32.8 FT) WEST FROM A POWER POLE NUMBERED 23044,
 FB4052'9.3 METERS (30.4 FT) SOUTH FROM THE CENTERLINE OF HINTON AVENUE,
 FB4052'AND 0.5 METERS (1.5 FT) EAST FROM THE FRONT SIDE OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0367 ***********************************************************************
 FD0367  DESIGNATION -  MACK
 FD0367  PID         -  FD0367
 FD0367  STATE/COUNTY-  TN/MARSHALL
 FD0367  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0367
 FD0367                         *CURRENT SURVEY CONTROL
 FD0367  ___________________________________________________________________
 FD0367* NAD 83(1995)-  35 26 52.09679(N)    086 53 15.80561(W)     ADJUSTED  
 FD0367* NAVD 88     -       222.584  (meters)     730.26   (feet)  ADJUSTED  
 FD0367  ___________________________________________________________________
 FD0367  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FD0367  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0367  DYNAMIC HT  -         222.383 (meters)     729.60  (feet)  COMP
 FD0367  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 FD0367
 FD0367  HORZ ORDER  -  SECOND
 FD0367  VERT ORDER  -  SECOND    CLASS 0
 FD0367
 FD0367.The horizontal coordinates were established by classical geodetic methods
 FD0367.and adjusted by the National Geodetic Survey in April 1999..
 FD0367
 FD0367.The orthometric height was determined by differential leveling
 FD0367.and adjusted by the National Geodetic Survey in June 1991..
 FD0367
 FD0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0367
 FD0367.The geoid height was determined by GEOID03.
 FD0367
 FD0367.The dynamic height is computed by dividing the NAVD 88
 FD0367.geopotential number by the normal gravity value computed on the
 FD0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0367.degrees latitude (g = 980.6199 gals.).
 FD0367
 FD0367.The modeled gravity was interpolated from observed gravity values.
 FD0367
 FD0367;                    North         East     Units Scale Factor Converg.
 FD0367;SPC TN       -   124,015.543   519,408.735   MT  0.99997099   -0 31 11.0
 FD0367;SPC TN       -   406,874.33  1,704,093.49   sFT  0.99997099   -0 31 11.0
 FD0367;UTM  16      - 3,922,710.528   510,189.264   MT  0.99960128   +0 03 54.4
 FD0367
 FD0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0367!SPC TN       -   0.99996942  x   0.99997099  =   0.99994041
 FD0367!UTM  16      -   0.99996942  x   0.99960128  =   0.99957071
 FD0367
 FD0367|---------------------------------------------------------------------|
 FD0367| PID    Reference Object                     Distance      Geod. Az  |
 FD0367|                                                           dddmmss.s |
 FD0367| FD0366 MACK RM 2                             8.083 METERS 22100     |
 FD0367| CG6832 MACK AZ MK                                         2241208.3 |
 FD0367| FD0368 MACK RM 1                             5.482 METERS 35745     |
 FD0367|---------------------------------------------------------------------|
 FD0367
 FD0367                          SUPERSEDED SURVEY CONTROL
 FD0367
 FD0367  NAD 83(1995)-  35 26 52.09959(N)    086 53 15.80715(W) AD(       ) 2
 FD0367  NAD 83(1995)-  35 26 52.09990(N)    086 53 15.80718(W) AD(       ) 2
 FD0367  NAD 83(1986)-  35 26 52.10657(N)    086 53 15.80635(W) AD(       ) 2
 FD0367  NAD 27      -  35 26 51.84140(N)    086 53 15.80070(W) AD(       ) 2
 FD0367  NGVD 29 (??/??/92)  222.566  (m)          730.20   (f) ADJ UNCH    2 0
 FD0367
 FD0367.Superseded values are not recommended for survey control.
 FD0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0367.See file dsdata.txt to determine how the superseded data were derived.
 FD0367
 FD0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1018922711(NAD 83)
 FD0367_MARKER: DS = TRIANGULATION STATION DISK
 FD0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0367_STAMPING: MACK 1960
 FD0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0367+STABILITY: SURFACE MOTION
 FD0367
 FD0367  HISTORY     - Date     Condition        Report By
 FD0367  HISTORY     - 1960     MONUMENTED       CGS
 FD0367  HISTORY     - 1960     GOOD             CGS
 FD0367
 FD0367                          STATION DESCRIPTION
 FD0367
 FD0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0367'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE COURTHOUSE IN
 FD0367'LEWISBURG, AND ALONG THE
 FD0367'NORTH SIDE OF STATE HIGHWAY NO 50A.
 FD0367'
 FD0367'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 50 AND 50A, IN THE
 FD0367'WESTERN SECTION OF
 FD0367'LEWISBURG, GO WEST ON STATE HIGHWAY 50A FOR 4.3 MILES TO A SIDE
 FD0367'ROAD RIGHT, CONTINUE
 FD0367'WEST ON STATE HIGHWAY 50A FOR 0.05 MILE TO THE
 FD0367'STATION ON THE RIGHT.
 FD0367'
 FD0367'THE STATION MARK IS 35 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 FD0367'50A, 16 FEET SOUTHEAST OF
 FD0367'A FENCE LINE, 9 FEET NORTHEAST OF A FENCE LINE, AND
 FD0367'8.8 FEET NORTHEAST OF A METAL
 FD0367'WITNESS POST.  IT IS A STANDARD DISK
 FD0367'SET IN THE TOP OF A SQUARE CONCRETE POST, WHICH
 FD0367'IS FLUSH, AND IS
 FD0367'STAMPED MACK 1960.
 FD0367'
 FD0367'REFERENCE MARK NO 1 IS 49 FEET NORTHWEST OF THE CENTER OF STATE
 FD0367'HIGHWAY 50A, 19 FEET
 FD0367'NORTHEAST OF A GATE AND 1 FOOT SOUTH OF A FENCE.  IT IS A
 FD0367'STANDARD DISK SET IN
 FD0367'THE TOP OF A SQUARE CONCRETE POST, WHICH IS
 FD0367'FLUSH, AND IS STAMPED MACK NO 1 1960.
 FD0367'
 FD0367'REFERENCE MARK NO 2 IS 33 FEET NORTHWEST OF THE CENTER OF STATE
 FD0367'HIGHWAY 50A, 28
 FD0367'FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN AND 1
 FD0367'FOOT NORTHWEST OF A FENCE LINE.
 FD0367'IT IS A STANDARD DISK SET IN THE TOP
 FD0367'OF A SQUARE CONCRETE POST, WHICH IS FLUSH, AND IS
 FD0367'STAMPED MACK NO 2
 FD0367'1960.
 FD0367'
 FD0367'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0367'41.5 FEET.
 FD0367'
 FD0367'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 50A,
 FD0367'44 FEET SOUTHWEST OF THE
 FD0367'CENTER OF A DRIVEWAY, 19 FEET WEST OF A POWER POLE
 FD0367'AND 1.9 FEET NORTH OF A METAL
 FD0367'WITNESS POST.  IT IS A STANDARD DISK
 FD0367'SET IN A DRILL HOLE IN THE TOP OF AN IRREGULAR
 FD0367'SHAPED BOULDER, WHICH
 FD0367'PROJECTS ABOUT 2 FEET, AND IS STAMPED MACK 1960.
 FD0367'
 FD0367'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON STATE
 FD0367'HIGHWAY 50A 0.3 MILE TO THE
 FD0367'MARK ON THE LEFT.
 FD0367
 FD0367                          STATION RECOVERY (1960)
 FD0367
 FD0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0367'4.2 MI S FROM BRYANT.
 FD0367'FROM THE BRYANT SCHOOL IN BRYANT, GO 4.1 MILES SOUTH ON A PAVED
 FD0367'ROAD, THEN 0.05 MILE WEST ON STATE HIGHWAY 50A.  THE STATION
 FD0367'MARK IS 35 FT. NORTHWEST OF THE CENTER OF STATE HIGHWAY 50A,
 FD0367'16 FT. SOUTHEAST OF A FENCE LINE, 9 FT. NORTHEAST OF A FENCE LINE,
 FD0367'AND 8.8 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FD0367'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 8
 FD0367'FT. ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0368 ***********************************************************************
 FD0368  DESIGNATION -  MACK RM 1
 FD0368  PID         -  FD0368
 FD0368  STATE/COUNTY-  TN/MARSHALL
 FD0368  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0368
 FD0368                         *CURRENT SURVEY CONTROL
 FD0368  ___________________________________________________________________
 FD0368* NAD 83(1986)-  35 26 51.     (N)    086 53 15.     (W)     SCALED    
 FD0368* NAVD 88     -       222.479  (meters)     729.92   (feet)  ADJUSTED  
 FD0368  ___________________________________________________________________
 FD0368  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0368  DYNAMIC HT  -         222.278 (meters)     729.26  (feet)  COMP
 FD0368  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FD0368
 FD0368  VERT ORDER  -  SECOND    CLASS 0
 FD0368
 FD0368.The horizontal coordinates were scaled from a topographic map and have
 FD0368.an estimated accuracy of +/- 6 seconds.
 FD0368
 FD0368.The orthometric height was determined by differential leveling
 FD0368.and adjusted by the National Geodetic Survey in June 1991..
 FD0368
 FD0368.The geoid height was determined by GEOID03.
 FD0368
 FD0368.The dynamic height is computed by dividing the NAVD 88
 FD0368.geopotential number by the normal gravity value computed on the
 FD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0368.degrees latitude (g = 980.6199 gals.).
 FD0368
 FD0368.The modeled gravity was interpolated from observed gravity values.
 FD0368
 FD0368;                    North         East    Units  Estimated Accuracy
 FD0368;SPC TN       -   123,980.      519,430.      MT  (+/- 180 meters Scaled)
 FD0368
 FD0368                          SUPERSEDED SURVEY CONTROL
 FD0368
 FD0368  NGVD 29 (??/??/92)  222.461  (m)          729.86   (f) ADJ UNCH    2 0
 FD0368
 FD0368.Superseded values are not recommended for survey control.
 FD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0368.See file dsdata.txt to determine how the superseded data were derived.
 FD0368
 FD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE102226(NAD 83)
 FD0368_MARKER: DR = REFERENCE MARK DISK
 FD0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0368_STAMPING: MACK NO 1 1960
 FD0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0368+STABILITY: SURFACE MOTION
 FD0368
 FD0368  HISTORY     - Date     Condition        Report By
 FD0368  HISTORY     - 1960     MONUMENTED       CGS
 FD0368
 FD0368                          STATION DESCRIPTION
 FD0368
 FD0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0368'4.2 MI S FROM BRYANT.
 FD0368'THIS MARK IS LOCATED AT THE MACK 1960 STATION SITE, 18 FT. NORTH
 FD0368'OF THE STATION MARK, 49 FT. NORTHWEST OF THE CENTER OF STATE
 FD0368'HIGHWAY 50A, 19 FT. NORTHEAST OF A GATE AND 1 FT. SOUTH OF A
 FD0368'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0368'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0366 ***********************************************************************
 FD0366  DESIGNATION -  MACK RM 2
 FD0366  PID         -  FD0366
 FD0366  STATE/COUNTY-  TN/MARSHALL
 FD0366  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0366
 FD0366                         *CURRENT SURVEY CONTROL
 FD0366  ___________________________________________________________________
 FD0366* NAD 83(1986)-  35 26 51.     (N)    086 53 15.     (W)     SCALED    
 FD0366* NAVD 88     -       222.486  (meters)     729.94   (feet)  ADJUSTED  
 FD0366  ___________________________________________________________________
 FD0366  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0366  DYNAMIC HT  -         222.284 (meters)     729.28  (feet)  COMP
 FD0366  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FD0366
 FD0366  VERT ORDER  -  SECOND    CLASS 0
 FD0366
 FD0366.The horizontal coordinates were scaled from a topographic map and have
 FD0366.an estimated accuracy of +/- 6 seconds.
 FD0366
 FD0366.The orthometric height was determined by differential leveling
 FD0366.and adjusted by the National Geodetic Survey in June 1991..
 FD0366
 FD0366.The geoid height was determined by GEOID03.
 FD0366
 FD0366.The dynamic height is computed by dividing the NAVD 88
 FD0366.geopotential number by the normal gravity value computed on the
 FD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0366.degrees latitude (g = 980.6199 gals.).
 FD0366
 FD0366.The modeled gravity was interpolated from observed gravity values.
 FD0366
 FD0366;                    North         East    Units  Estimated Accuracy
 FD0366;SPC TN       -   123,980.      519,430.      MT  (+/- 180 meters Scaled)
 FD0366
 FD0366                          SUPERSEDED SURVEY CONTROL
 FD0366
 FD0366  NGVD 29 (??/??/92)  222.468  (m)          729.88   (f) ADJ UNCH    2 0
 FD0366
 FD0366.Superseded values are not recommended for survey control.
 FD0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0366.See file dsdata.txt to determine how the superseded data were derived.
 FD0366
 FD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE102226(NAD 83)
 FD0366_MARKER: DR = REFERENCE MARK DISK
 FD0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0366_STAMPING: MACK NO 2 1960
 FD0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0366+STABILITY: SURFACE MOTION
 FD0366
 FD0366  HISTORY     - Date     Condition        Report By
 FD0366  HISTORY     - 1960     MONUMENTED       CGS
 FD0366
 FD0366                          STATION DESCRIPTION
 FD0366
 FD0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0366'4.2 MI S FROM BRYANT.
 FD0366'THIS MARK IS LOCATED AT THE MACK 1960 STATION SITE, 26.5 FT.
 FD0366'SOUTHWEST OF THE STATION MARK, 33 FT. NORTHWEST OF THE CENTER OF
 FD0366'STATE HIGHWAY 50A, 28 FT. SOUTH OF THE SOUTHEAST CORNER OF A
 FD0366'BARN AND 1 FT. NORTHWEST OF A FENCE.  THE DISK IS SET IN TOP
 FD0366'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1079 ***********************************************************************
 FE1079  DESIGNATION -  MACLIN
 FE1079  PID         -  FE1079
 FE1079  STATE/COUNTY-  TN/FAYETTE
 FE1079  USGS QUAD   -  LAMBERT (1983)
 FE1079
 FE1079                         *CURRENT SURVEY CONTROL
 FE1079  ___________________________________________________________________
 FE1079* NAD 83(1995)-  35 22 24.37953(N)    089 27 54.45295(W)     ADJUSTED  
 FE1079* NAVD 88     -       114.514  (meters)     375.70   (feet)  ADJUSTED  
 FE1079  ___________________________________________________________________
 FE1079  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 FE1079  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1079  DYNAMIC HT  -         114.413 (meters)     375.37  (feet)  COMP
 FE1079  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1079
 FE1079  HORZ ORDER  -  SECOND
 FE1079  VERT ORDER  -  SECOND    CLASS 0
 FE1079
 FE1079.The horizontal coordinates were established by classical geodetic methods
 FE1079.and adjusted by the National Geodetic Survey in April 1999..
 FE1079
 FE1079.The orthometric height was determined by differential leveling
 FE1079.and adjusted by the National Geodetic Survey in June 1991..
 FE1079
 FE1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1079
 FE1079.The geoid height was determined by GEOID03.
 FE1079
 FE1079.The dynamic height is computed by dividing the NAVD 88
 FE1079.geopotential number by the normal gravity value computed on the
 FE1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1079.degrees latitude (g = 980.6199 gals.).
 FE1079
 FE1079.The modeled gravity was interpolated from observed gravity values.
 FE1079
 FE1079;                    North         East     Units Scale Factor Converg.
 FE1079;SPC TN       -   120,973.150   285,190.784   MT  0.99998051   -2 01 43.0
 FE1079;SPC TN       -   396,892.74    935,663.43   sFT  0.99998051   -2 01 43.0
 FE1079;UTM  16      - 3,917,247.174   276,056.980   MT  1.00021807   -1 25 39.6
 FE1079
 FE1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1079!SPC TN       -   0.99998634  x   0.99998051  =   0.99996685
 FE1079!UTM  16      -   0.99998634  x   1.00021807  =   1.00020441
 FE1079
 FE1079|---------------------------------------------------------------------|
 FE1079| PID    Reference Object                     Distance      Geod. Az  |
 FE1079|                                                           dddmmss.s |
 FE1079| FE1080 MACLIN RM 2                          18.325 METERS 00002     |
 FE1079| FE1078 MACLIN RM 1                          24.305 METERS 18200     |
 FE1079| FE1081 MACLIN RM 3                          18.831 METERS 25000     |
 FE1079| FE1077 MACLIN AZ MK                                       2605201.0 |
 FE1079| FE2520 MASON MUNICIPAL TANK                APPROX. 7.6 KM 3041000.9 |
 FE1079|---------------------------------------------------------------------|
 FE1079
 FE1079                          SUPERSEDED SURVEY CONTROL
 FE1079
 FE1079  NAD 83(1995)-  35 22 24.38512(N)    089 27 54.45416(W) AD(       ) 2
 FE1079  NAD 83(1986)-  35 22 24.39139(N)    089 27 54.45353(W) AD(       ) 2
 FE1079  NAD 27      -  35 22 24.09090(N)    089 27 54.18610(W) AD(       ) 2
 FE1079  NGVD 29 (??/??/??)  114.498  (m)          375.65   (f) ADJUSTED    2 0
 FE1079
 FE1079.Superseded values are not recommended for survey control.
 FE1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1079.See file dsdata.txt to determine how the superseded data were derived.
 FE1079
 FE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE7605717247(NAD 83)
 FE1079_MARKER: DS = TRIANGULATION STATION DISK
 FE1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1079_STAMPING: MACLIN 1958
 FE1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1079+STABILITY: SURFACE MOTION
 FE1079
 FE1079  HISTORY     - Date     Condition        Report By
 FE1079  HISTORY     - 1958     MONUMENTED       CGS
 FE1079  HISTORY     - 1959     GOOD             CGS
 FE1079  HISTORY     - 1961     GOOD             TNHD
 FE1079  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1079
 FE1079                          STATION DESCRIPTION
 FE1079
 FE1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1079'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE SOUTHWEST OF STANTON AND
 FE1079'5 MILES AIRLINE EAST OF BRADEN ON THE PROPERTY OF MR. G. E. PERRY.
 FE1079'THE MARK IS 16 FEET WEST OF THE CENTER OF A DIM TRACK ROAD, 10 FEET
 FE1079'SOUTH OF A WHITE WITNESS POST AND 3 FEET EAST OF A NORTH-SOUTH
 FE1079'FENCE LINE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 FE1079'IS STAMPED MACLIN 1958.
 FE1079'
 FE1079'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE CENTER OF A DIM TRACK
 FE1079'ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS
 FE1079'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED MACLIN NO 1
 FE1079'1958.
 FE1079'
 FE1079'REFERENCE MARK NO. 2 IS 13 FEET WEST OF THE CENTER OF A DIM TRACK
 FE1079'ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS
 FE1079'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED MACLIN NO 2
 FE1079'1958.
 FE1079'
 FE1079'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTER OF A GRADED ROAD, 20
 FE1079'FEET EAST OF THE CENTER OF A DRIVEWAY, 2 FEET NORTH OF AN
 FE1079'EAST-WEST FENCE LINE AND 2 FEET EAST OF A WHITE WITNESS POST. THE
 FE1079'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FE1079'MACLIN 1958.
 FE1079'
 FE1079'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRADEN GO SOUTHEAST
 FE1079'ON STATE HIGHWAY 59 FOR 2.15 MILES TO A CROSSROAD JUST AFTER
 FE1079'CROSSING A SMALL BRIDGE. TURN LEFT, NORTHEAST AND GO 0.6 MILE TO A T
 FE1079'ROAD. TURN RIGHT, SOUTHEAST ON THE MAIN TRAVELED ROAD AND GO
 FE1079'2.3 MILES TO A SIDE ROAD LEFT AND A CHURCH. TURN LEFT, NORTH AND GO
 FE1079'0.5 MILE TO A SIDE ROAD RIGHT. TURN RIGHT, EAST AND GO 1.25 MILES
 FE1079'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. FROM THE AZIMUTH MARK
 FE1079'CONTINUE STRAIGHT AHEAD, EAST AND GO 0.3 MILE TO A DRIVEWAY ON THE
 FE1079'LEFT. TURN LEFT, NORTH GOING THROUGH A BOARD GATE AND
 FE1079'PASSING ON THE EAST SIDE OF MR. PERRYS HOUSE TO A WIRE GATE. PASS
 FE1079'THROUGH THE WIRE GATE AND GO NORTH FOR 0.05 MILE TO THE STATION
 FE1079'ON THE LEFT NEAR THE FENCE LINE AS DESCRIBED.
 FE1079'
 FE1079'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1079
 FE1079                          STATION RECOVERY (1959)
 FE1079
 FE1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1079'8.2 MI ESE FROM BRADEN.
 FE1079'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1079'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1079'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1079'MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1079'THENCE 0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1079'THENCE 1.6 MILES EAST ALONG A GRAVEL ROAD TO A DRIVEWAY LEADING
 FE1079'NORTH, THENCE 0.1 MILE NORTH.  THE MARK IS 16 FEET WEST OF THE
 FE1079'CENTER OF A DIM TRACK ROAD, 10 FEET SOUTH OF A WHITE WITNESS POST
 FE1079'AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS SET
 FE1079'FLUSH WITH THE SURFACE OF THE GROUND.
 FE1079
 FE1079                          STATION RECOVERY (1961)
 FE1079
 FE1079'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE1079'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE1079'CONDITION. THE TO-REACH FOR THE STATION AND AZIMUTH MARK, AND
 FE1079'THE DESCRIPTION OF THE STATION, AZIMUTH MARK, AND REFERENCE MARK NO.
 FE1079'2 ARE COMPLETELY ADEQUATE. THE HORIZONTAL DISTANCE WAS
 FE1079'MEASURED BETWEEN REFERENCE MARK NO. 2 AND THE STATION MARK AND WAS
 FE1079'FOUND TO CHECK THE 1958 MEASUREMENT.
 FE1079'
 FE1079'DUE TO CHANGES IN THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40,
 FE1079'REFERENCE MARK NO. 1 WOULD BE DESTROYED BY CONSTRUCTION.
 FE1079'
 FE1079'A NEW REFERENCE MARK MACLIN NO 3 1958, WAS ESTABLISHED BY THE
 FE1079'TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE. SEE
 FE1079'DESCRIPTION OF THE NEW REFERENCE MARK BELOW.
 FE1079'
 FE1079'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE1079'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARK,
 FE1079'THE OLD REFERENCE MARK MACLIN NO 1 1958 WAS DESTROYED, AND THE DISK
 FE1079'REMOVED FOR SUBMISSION TO THE COAST AND GEODETIC SURVEY OFFICE.
 FE1079'
 FE1079'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED MACLIN NO 3 1958,
 FE1079'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS
 FE1079'58 FEET SOUTHWEST OF A NORTH-SOUTH FENCE AND IS ABOUT THE SAME
 FE1079'ELEVATION AS THE STATION.
 FE1079
 FE1079                          STATION RECOVERY (2002)
 FE1079
 FE1079'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1079'FOUND MONUMENT STAMPED MACLIN 1958 1963 AS IF ORIGINAL MARK DESTROYED
 FE1079'AND ANOTHER MARK RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1077 ***********************************************************************
 FE1077  DESIGNATION -  MACLIN AZ MK
 FE1077  PID         -  FE1077
 FE1077  STATE/COUNTY-  TN/FAYETTE
 FE1077  USGS QUAD   -  LAMBERT (1983)
 FE1077
 FE1077                         *CURRENT SURVEY CONTROL
 FE1077  ___________________________________________________________________
 FE1077* NAD 83(1986)-  35 22 20.     (N)    089 28 12.     (W)     SCALED    
 FE1077* NAVD 88     -       111.045  (meters)     364.32   (feet)  ADJUSTED  
 FE1077  ___________________________________________________________________
 FE1077  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 FE1077  DYNAMIC HT  -         110.947 (meters)     364.00  (feet)  COMP
 FE1077  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 FE1077
 FE1077  VERT ORDER  -  SECOND    CLASS 0
 FE1077
 FE1077.The horizontal coordinates were scaled from a topographic map and have
 FE1077.an estimated accuracy of +/- 6 seconds.
 FE1077
 FE1077.The orthometric height was determined by differential leveling
 FE1077.and adjusted by the National Geodetic Survey in June 1991..
 FE1077
 FE1077.The geoid height was determined by GEOID03.
 FE1077
 FE1077.The dynamic height is computed by dividing the NAVD 88
 FE1077.geopotential number by the normal gravity value computed on the
 FE1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1077.degrees latitude (g = 980.6199 gals.).
 FE1077
 FE1077.The modeled gravity was interpolated from observed gravity values.
 FE1077
 FE1077;                    North         East    Units  Estimated Accuracy
 FE1077;SPC TN       -   120,850.      284,740.      MT  (+/- 180 meters Scaled)
 FE1077
 FE1077                          SUPERSEDED SURVEY CONTROL
 FE1077
 FE1077  NGVD 29 (??/??/??)  111.029  (m)          364.27   (f) ADJUSTED    2 0
 FE1077
 FE1077.Superseded values are not recommended for survey control.
 FE1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1077.See file dsdata.txt to determine how the superseded data were derived.
 FE1077
 FE1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE756171(NAD 83)
 FE1077_MARKER: DZ = AZIMUTH MARK DISK
 FE1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1077_STAMPING: MACLIN 1958
 FE1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1077+STABILITY: SURFACE MOTION
 FE1077
 FE1077  HISTORY     - Date     Condition        Report By
 FE1077  HISTORY     - 1958     MONUMENTED       CGS
 FE1077  HISTORY     - 1959     GOOD             CGS
 FE1077
 FE1077                          STATION DESCRIPTION
 FE1077
 FE1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1077'7.8 MI ESE FROM BRADEN.
 FE1077'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1077'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1077'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1 MILE
 FE1077'ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE
 FE1077'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1077'THENCE 1.3 MILES EAST ALONG A DIRT ROAD, 0.1 MILE EAST OF
 FE1077'A CURVE IN THE ROAD, 21.9 FEET NORTH OF THE CENTER OF A DIRT
 FE1077'ROAD, 19.8 FEET EAST OF THE CENTER OF A PRIVATE DRIVE, 2.4 FEET
 FE1077'NORTH OF A FENCE LINE AND 2 FEET EAST OF A WITNESS POST.  AC AND
 FE1077'GS AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE1077'SURFACE OF THE GROUND AND 1 FOOT ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1078 ***********************************************************************
 FE1078  DESIGNATION -  MACLIN RM 1
 FE1078  PID         -  FE1078
 FE1078  STATE/COUNTY-  TN/FAYETTE
 FE1078  USGS QUAD   -  LAMBERT (1983)
 FE1078
 FE1078                         *CURRENT SURVEY CONTROL
 FE1078  ___________________________________________________________________
 FE1078* NAD 83(1986)-  35 22 24.     (N)    089 27 55.     (W)     SCALED    
 FE1078* NAVD 88     -       113.887  (meters)     373.64   (feet)  ADJUSTED  
 FE1078  ___________________________________________________________________
 FE1078  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1078  DYNAMIC HT  -         113.786 (meters)     373.31  (feet)  COMP
 FE1078  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1078
 FE1078  VERT ORDER  -  SECOND    CLASS 0
 FE1078
 FE1078.The horizontal coordinates were scaled from a topographic map and have
 FE1078.an estimated accuracy of +/- 6 seconds.
 FE1078
 FE1078.The orthometric height was determined by differential leveling
 FE1078.and adjusted by the National Geodetic Survey in June 1991..
 FE1078
 FE1078.The geoid height was determined by GEOID03.
 FE1078
 FE1078.The dynamic height is computed by dividing the NAVD 88
 FE1078.geopotential number by the normal gravity value computed on the
 FE1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1078.degrees latitude (g = 980.6199 gals.).
 FE1078
 FE1078.The modeled gravity was interpolated from observed gravity values.
 FE1078
 FE1078;                    North         East    Units  Estimated Accuracy
 FE1078;SPC TN       -   120,960.      285,180.      MT  (+/- 180 meters Scaled)
 FE1078
 FE1078                          SUPERSEDED SURVEY CONTROL
 FE1078
 FE1078  NGVD 29 (??/??/??)  113.871  (m)          373.59   (f) ADJUSTED    2 0
 FE1078
 FE1078.Superseded values are not recommended for survey control.
 FE1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1078.See file dsdata.txt to determine how the superseded data were derived.
 FE1078
 FE1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE760172(NAD 83)
 FE1078_MARKER: DR = REFERENCE MARK DISK
 FE1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1078_STAMPING: MACLIN NO 1 1958
 FE1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1078+STABILITY: SURFACE MOTION
 FE1078
 FE1078  HISTORY     - Date     Condition        Report By
 FE1078  HISTORY     - 1958     MONUMENTED       CGS
 FE1078  HISTORY     - 1959     GOOD             CGS
 FE1078
 FE1078                          STATION DESCRIPTION
 FE1078
 FE1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1078'8.2 MI ESE FROM BRADEN.
 FE1078'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1078'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1078'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1 MILE
 FE1078'ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE
 FE1078'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH, THENCE
 FE1078'1.6 MILES EAST ALONG A GRAVEL ROAD TO A DRIVEWAY LEADING NORTH,
 FE1078'THENCE 0.1 MILE NORTH.  THE MARK IS 15 FEET WEST OF THE CENTER
 FE1078'OF A DIM TRACK ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 FE1078'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THIS MARK
 FE1078'IS 80 FT. SOUTH OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1080 ***********************************************************************
 FE1080  DESIGNATION -  MACLIN RM 2
 FE1080  PID         -  FE1080
 FE1080  STATE/COUNTY-  TN/FAYETTE
 FE1080  USGS QUAD   -  LAMBERT (1983)
 FE1080
 FE1080                         *CURRENT SURVEY CONTROL
 FE1080  ___________________________________________________________________
 FE1080* NAD 83(1986)-  35 22 24.     (N)    089 27 55.     (W)     SCALED    
 FE1080* NAVD 88     -       114.935  (meters)     377.08   (feet)  ADJUSTED  
 FE1080  ___________________________________________________________________
 FE1080  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1080  DYNAMIC HT  -         114.833 (meters)     376.75  (feet)  COMP
 FE1080  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 FE1080
 FE1080  VERT ORDER  -  SECOND    CLASS 0
 FE1080
 FE1080.The horizontal coordinates were scaled from a topographic map and have
 FE1080.an estimated accuracy of +/- 6 seconds.
 FE1080
 FE1080.The orthometric height was determined by differential leveling
 FE1080.and adjusted by the National Geodetic Survey in June 1991..
 FE1080
 FE1080.The geoid height was determined by GEOID03.
 FE1080
 FE1080.The dynamic height is computed by dividing the NAVD 88
 FE1080.geopotential number by the normal gravity value computed on the
 FE1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1080.degrees latitude (g = 980.6199 gals.).
 FE1080
 FE1080.The modeled gravity was interpolated from observed gravity values.
 FE1080
 FE1080;                    North         East    Units  Estimated Accuracy
 FE1080;SPC TN       -   120,960.      285,180.      MT  (+/- 180 meters Scaled)
 FE1080
 FE1080                          SUPERSEDED SURVEY CONTROL
 FE1080
 FE1080  NGVD 29 (??/??/??)  114.919  (m)          377.03   (f) ADJUSTED    2 0
 FE1080
 FE1080.Superseded values are not recommended for survey control.
 FE1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1080.See file dsdata.txt to determine how the superseded data were derived.
 FE1080
 FE1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE760172(NAD 83)
 FE1080_MARKER: DR = REFERENCE MARK DISK
 FE1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1080_STAMPING: MACLIN NO 2 1958
 FE1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1080+STABILITY: SURFACE MOTION
 FE1080
 FE1080  HISTORY     - Date     Condition        Report By
 FE1080  HISTORY     - 1958     MONUMENTED       CGS
 FE1080  HISTORY     - 1959     GOOD             CGS
 FE1080
 FE1080                          STATION DESCRIPTION
 FE1080
 FE1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1080'8.2 MI ESE FROM BRADEN.
 FE1080'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1080'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1080'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1 MILE
 FE1080'ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE
 FE1080'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH, THENCE
 FE1080'1.6 MILES EAST ALONG A GRAVEL ROAD TO A DRIVEWAY LEADING NORTH,
 FE1080'THENCE 0.1 MILE NORTH.  THE MARK IS 13 FEET WEST OF THE CENTER
 FE1080'OF A DIM TRACK ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 FE1080'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THIS MARK
 FE1080'IS 60 FT. NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1081 ***********************************************************************
 FE1081  DESIGNATION -  MACLIN RM 3
 FE1081  PID         -  FE1081
 FE1081  STATE/COUNTY-  TN/FAYETTE
 FE1081  USGS QUAD   -  LAMBERT (1983)
 FE1081
 FE1081                         *CURRENT SURVEY CONTROL
 FE1081  ___________________________________________________________________
 FE1081* NAD 83(1986)-  35 22 24.     (N)    089 27 55.     (W)     SCALED    
 FE1081* NAVD 88     -       114.06   (+/-2cm)     374.2    (feet)  VERTCON   
 FE1081  ___________________________________________________________________
 FE1081  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 FE1081
 FE1081  VERT ORDER  -  THIRD (See Below)
 FE1081
 FE1081.The horizontal coordinates were scaled from a topographic map and have
 FE1081.an estimated accuracy of +/- 6 seconds.
 FE1081
 FE1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1081.The vertical order pertains to the NGVD 29 superseded value.
 FE1081
 FE1081.The geoid height was determined by GEOID03.
 FE1081
 FE1081;                    North         East    Units  Estimated Accuracy
 FE1081;SPC TN       -   120,960.      285,180.      MT  (+/- 180 meters Scaled)
 FE1081
 FE1081                          SUPERSEDED SURVEY CONTROL
 FE1081
 FE1081  NGVD 29 (??/??/??)  114.04   (m)          374.1    (f) RESET       3  
 FE1081
 FE1081.Superseded values are not recommended for survey control.
 FE1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1081.See file dsdata.txt to determine how the superseded data were derived.
 FE1081
 FE1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE760172(NAD 83)
 FE1081_MARKER: DR = REFERENCE MARK DISK
 FE1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1081_STAMPING: MACLIN NO 3 1958
 FE1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1081+STABILITY: SURFACE MOTION
 FE1081
 FE1081  HISTORY     - Date     Condition        Report By
 FE1081  HISTORY     - 1961     MONUMENTED       TNHD
 FE1081  HISTORY     - 1961     GOOD             CGS
 FE1081
 FE1081                          STATION DESCRIPTION
 FE1081
 FE1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE1081'3.9 MI SE FROM BRADEN.
 FE1081'THIS MARK IS LOCATED 3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM
 FE1081'THE L. AND N. RR CROSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG
 FE1081'A DIRT ROAD, THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT
 FE1081'ROAD, THENCE 1 MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG
 FE1081'A DIRT ROAD, THENCE 0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.5
 FE1081'MILE NORTH, THENCE 1.6 MILES EAST ALONG A GRAVEL ROAD TO A
 FE1081'DRIVEWAY LEADING NORTH, THENCE 0.1 MILE NORTH, IT IS 61.7 FEET
 FE1081'WEST OF STATION AND 58 FEET SOUTHWEST OF A NORTH-SOUTH FENCE.
 FE1081'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2503 ***********************************************************************
 FE2503  DESIGNATION -  MACON
 FE2503  PID         -  FE2503
 FE2503  STATE/COUNTY-  TN/FAYETTE
 FE2503  USGS QUAD   -  MACON (1983)
 FE2503
 FE2503                         *CURRENT SURVEY CONTROL
 FE2503  ___________________________________________________________________
 FE2503* NAD 83(1995)-  35 09 51.91234(N)    089 27 15.15404(W)     ADJUSTED  
 FE2503* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 FE2503  ___________________________________________________________________
 FE2503  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FE2503  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE2503
 FE2503  HORZ ORDER  -  THIRD
 FE2503
 FE2503.The horizontal coordinates were established by classical geodetic methods
 FE2503.and adjusted by the National Geodetic Survey in April 1999..
 FE2503
 FE2503.The orthometric height was scaled from a topographic map.
 FE2503
 FE2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2503
 FE2503.The geoid height was determined by GEOID03.
 FE2503
 FE2503;                    North         East     Units Scale Factor Converg.
 FE2503;SPC TN       -    97,762.915   285,363.833   MT  1.00001621   -2 01 20.0
 FE2503;SPC TN       -   320,743.83    936,231.18   sFT  1.00001621   -2 01 20.0
 FE2503;UTM  16      - 3,894,034.959   276,475.022   MT  1.00021580   -1 24 50.5
 FE2503
 FE2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2503!SPC TN       -   0.99998000  x   1.00001621  =   0.99999621
 FE2503!UTM  16      -   0.99998000  x   1.00021580  =   1.00019580
 FE2503
 FE2503|---------------------------------------------------------------------|
 FE2503| PID    Reference Object                     Distance      Geod. Az  |
 FE2503|                                                           dddmmss.s |
 FE2503| CG4473 MACON RM 1                           19.746 METERS 03332     |
 FE2503| CG4474 MACON RM 2                           27.837 METERS 16348     |
 FE2503| CG4472 MACON AZ MK                                        1880236.2 |
 FE2503| FE2536 MACON RAD STA KID 58 MAST           APPROX. 4.8 KM 2753519.8 |
 FE2503|---------------------------------------------------------------------|
 FE2503
 FE2503                          SUPERSEDED SURVEY CONTROL
 FE2503
 FE2503  NAD 83(1995)-  35 09 51.91292(N)    089 27 15.15304(W) AD(       ) 3
 FE2503  NAD 83(1995)-  35 09 51.91410(N)    089 27 15.15273(W) AD(       ) 3
 FE2503  NAD 83(1986)-  35 09 51.92462(N)    089 27 15.15423(W) AD(       ) 3
 FE2503  NAD 27      -  35 09 51.60580(N)    089 27 14.88380(W) AD(       ) 3
 FE2503
 FE2503.Superseded values are not recommended for survey control.
 FE2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2503.See file dsdata.txt to determine how the superseded data were derived.
 FE2503
 FE2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7647594035(NAD 83)
 FE2503_MARKER: DS = TRIANGULATION STATION DISK
 FE2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2503
 FE2503  HISTORY     - Date     Condition        Report By
 FE2503  HISTORY     - 1958     MONUMENTED       CGS
 FE2503
 FE2503                          STATION DESCRIPTION
 FE2503
 FE2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2503'THE STATION IS ABOUT 8 MILES SOUTHWEST OF THE TOWN OF SOMERVILLE, 5
 FE2503'1/2 MILES SOUTHEAST OF THE TOWN OF OAKLAND, AND 2-1/2 MILES EAST
 FE2503'OF THE VILLAGE OF MACON.  THE STATION IS ON A PROMINENT ROUND HILL ON
 FE2503'LAND OWNED BY MRS. CLASSIE BOWERS.  IT IS 19 FEET WEST OF THE
 FE2503'CENTER LINE OF GRAVEL ROAD, 97 FEET NORTH OF A FENCE CORNER, 4 FEET
 FE2503'WEST OF A FENCE, AND 4 FEET WEST OF A WHITE WITNESS POST.  THE
 FE2503'MONUMENT IS FLUSH AND THE DISK IS STAMPED MACON 1958.
 FE2503'
 FE2503'TO REACH THE STATION FROM THE CHRISTIAN CHURCH IN THE VILLAGE OF
 FE2503'MACON, GO EAST ON A PAVED ROAD FOR 2.15 MILES TO A GRAVEL SIDE
 FE2503'ROAD ON THE LEFT.  TURN LEFT, NORTH, ON GRAVEL ROAD FOR 0.65 MILE TO
 FE2503'HIGHEST POINT OF ROAD AND STATION ON LEFT SIDE OF ROAD AS
 FE2503'DESCRIBED.
 FE2503'
 FE2503'TO REACH THE AZIMUTH MARK FROM THE CHRISTIAN CHURCH IN THE VILLAGE OF
 FE2503'MACON, GO EAST ON PAVED ROAD FOR 2.1 MILES TO AZIMUTH MARK ON
 FE2503'THE RIGHT SIDE OF ROAD IN THE FRONT YARD OF MR. OTHO TIBBS HOME.
 FE2503'
 FE2503'REFERENCE MARK 1 IS 18 FEET WEST OF THE CENTER LINE OF GRAVEL ROAD, 2
 FE2503'FEET WEST OF A FENCE, AND 65 FEET NORTH OF A WHITE WITNESS
 FE2503'POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED MACON NO
 FE2503'1 1958.
 FE2503'
 FE2503'REFERENCE MARK 2 IS 40 FEET EAST OF THE CENTER LINE OF GRAVEL ROAD,
 FE2503'24 FEET EAST OF A FENCE CORNER, AND 1 FOOT NORTH OF A FENCE.  THE
 FE2503'MONUMENT IS FLUSH AND THE DISK IS STAMPED MACON NO 2 1958.
 FE2503'
 FE2503'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD,
 FE2503'16 FEET SOUTHWEST OF A POWER LINE POLE, 51 FEET NORTHWEST OF THE
 FE2503'NORTHWEST CORNER OF A BLOCK HOUSE, AND 8 FEET NORTH OF FENCE.  THE
 FE2503'MONUMENT IS FLUSH AND THE DISK IS STAMPED MACON 1958.
 FE2503'
 FE2503'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2461 ***********************************************************************
 GB2461  DESIGNATION -  MACON
 GB2461  PID         -  GB2461
 GB2461  STATE/COUNTY-  TN/MACON
 GB2461  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB2461
 GB2461                         *CURRENT SURVEY CONTROL
 GB2461  ___________________________________________________________________
 GB2461* NAD 83(1995)-  36 32 45.02087(N)    085 48 52.32595(W)     ADJUSTED  
 GB2461* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GB2461  ___________________________________________________________________
 GB2461  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 GB2461  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GB2461
 GB2461  HORZ ORDER  -  SECOND
 GB2461
 GB2461.The horizontal coordinates were established by classical geodetic methods
 GB2461.and adjusted by the National Geodetic Survey in April 1999..
 GB2461
 GB2461.The orthometric height was scaled from a topographic map.
 GB2461
 GB2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2461
 GB2461.The geoid height was determined by GEOID03.
 GB2461
 GB2461;                    North         East     Units Scale Factor Converg.
 GB2461;SPC TN       -   245,498.587   616,606.628   MT  1.00002546   +0 06 30.9
 GB2461;SPC TN       -   805,439.95  2,022,983.58   sFT  1.00002546   +0 06 30.9
 GB2461;SPC KY1Z     - 1,023,588.274 1,494,220.657   MT  1.00017189   -0 02 22.6
 GB2461;SPC KY1Z     - 3,358,222.53  4,902,288.94   sFT  1.00017189   -0 02 22.6
 GB2461;SPC KY S     -   523,584.717   494,221.423   MT  1.00003932   -0 02 20.9
 GB2461;SPC KY S     - 1,717,794.19  1,621,458.12   sFT  1.00003932   -0 02 20.9
 GB2461;UTM  16      - 4,045,146.432   606,104.244   MT  0.99973870   +0 42 21.5
 GB2461
 GB2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2461!SPC TN       -   0.99995641  x   1.00002546  =   0.99998186
 GB2461!SPC KY1Z     -   0.99995641  x   1.00017189  =   1.00012829
 GB2461!SPC KY S     -   0.99995641  x   1.00003932  =   0.99999572
 GB2461!UTM  16      -   0.99995641  x   0.99973870  =   0.99969512
 GB2461
 GB2461|---------------------------------------------------------------------|
 GB2461| PID    Reference Object                     Distance      Geod. Az  |
 GB2461|                                                           dddmmss.s |
 GB2461| CG6834 MACON RM 1                           24.975 METERS 18413     |
 GB2461| GC2076 LAFAYETTE MUNICIPAL TANK            APPROX.18.8 KM 2633401.5 |
 GB2461| CG6833 MACON AZ MK                                        2720355.4 |
 GB2461| CG6835 MACON RM 2                           31.532 METERS 29235     |
 GB2461|---------------------------------------------------------------------|
 GB2461
 GB2461                          SUPERSEDED SURVEY CONTROL
 GB2461
 GB2461  NAD 83(1995)-  36 32 45.02163(N)    085 48 52.32647(W) AD(       ) 2
 GB2461  NAD 83(1995)-  36 32 45.02958(N)    085 48 52.33075(W) AD(       ) 2
 GB2461  NAD 83(1986)-  36 32 45.03112(N)    085 48 52.32983(W) AD(       ) 2
 GB2461  NAD 27      -  36 32 44.82500(N)    085 48 52.40700(W) AD(       ) 2
 GB2461
 GB2461.Superseded values are not recommended for survey control.
 GB2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2461.See file dsdata.txt to determine how the superseded data were derived.
 GB2461
 GB2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF0610445146(NAD 83)
 GB2461_MARKER: DS = TRIANGULATION STATION DISK
 GB2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2461
 GB2461  HISTORY     - Date     Condition        Report By
 GB2461  HISTORY     - 1950     MONUMENTED       CGS
 GB2461
 GB2461                          STATION DESCRIPTION
 GB2461
 GB2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2461'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF RED BOILING SPRINGS ON
 GB2461'THE NORTH SIDE OF STATE HIGHWAY 52.  IT IS 47 FEET NORTHEAST OF THE
 GB2461'INTERSECTION OF THE HIGHWAY AND A T-ROAD NORTH, 37 FEET NORTH OF THE
 GB2461'CENTER OF THE HIGHWAY, 30 FEET EAST OF THE CENTER OF THE DIRT
 GB2461'ROAD AND 14 FEET EAST OF A FENCELINE AND A WHITE WITNESS POST.  THE
 GB2461'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MACON 1950.
 GB2461'
 GB2461'REFERENCE MARK NO. 1 IS 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5
 GB2461'FEET EAST OF A FENCELINE AND 2 FEET EAST OF A POWER POLE.  THE
 GB2461'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MACON NO 1 1950.
 GB2461'
 GB2461'REFERENCE MARK NO. 2 IS 41 FEET NORTH OF THE CENTER OF THE HIGHWAY
 GB2461'AND 12 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STORE.  THE
 GB2461'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MACON NO 2
 GB2461'1950.
 GB2461'
 GB2461'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION ON THE SOUTH SIDE OF
 GB2461'HIGHWAY 52.  IT IS 20 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 10
 GB2461'FEET EAST OF A FENCELINE, 6 FEET EAST OF A POWER POLE AND 2 FEET EAST
 GB2461'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 GB2461'THE DISK IS STAMPED MACON 1950.
 GB2461'
 GB2461'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 56
 GB2461'ABOUT 1.5 MILES NORTHEAST OF RED BOILING SPRINGS, GO EAST ON HIGHWAY
 GB2461'52 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 GB2461'CONTINUE EAST ON THE HIGHWAY FOR 0.5 MILE TO THE STATION IN THE
 GB2461'NORTHEAST ANGLE OF THE T-ROAD INTERSECTION AS DESCRIBED.
 GB2461'
 GB2461'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2536 ***********************************************************************
 FE2536  DESIGNATION -  MACON RAD STA KID 58 MAST
 FE2536  PID         -  FE2536
 FE2536  STATE/COUNTY-  TN/FAYETTE
 FE2536  USGS QUAD   -  OAKLAND (1983)
 FE2536
 FE2536                         *CURRENT SURVEY CONTROL
 FE2536  ___________________________________________________________________
 FE2536* NAD 83(1995)-  35 10 06.92316(N)    089 30 22.46789(W)     ADJUSTED  
 FE2536* NAVD 88     -                                                        
 FE2536  ___________________________________________________________________
 FE2536  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FE2536  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2536
 FE2536  HORZ ORDER  -  THIRD
 FE2536
 FE2536.The horizontal coordinates were established by classical geodetic methods
 FE2536.and adjusted by the National Geodetic Survey in April 1999..
 FE2536
 FE2536
 FE2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2536
 FE2536.The geoid height was determined by GEOID03.
 FE2536
 FE2536;                    North         East     Units Scale Factor Converg.
 FE2536;SPC TN       -    98,393.760   280,642.972   MT  1.00001536   -2 03 09.7
 FE2536;SPC TN       -   322,813.53    920,742.82   sFT  1.00001536   -2 03 09.7
 FE2536;UTM  16      - 3,894,615.768   271,746.721   MT  1.00024213   -1 26 39.0
 FE2536
 FE2536                          SUPERSEDED SURVEY CONTROL
 FE2536
 FE2536  NAD 83(1995)-  35 10 06.92439(N)    089 30 22.46852(W) AD(       ) 4
 FE2536  NAD 83(1995)-  35 10 06.92496(N)    089 30 22.46855(W) AD(       ) 4
 FE2536  NAD 83(1986)-  35 10 06.93540(N)    089 30 22.46782(W) AD(       ) 4
 FE2536  NAD 27      -  35 10 06.61600(N)    089 30 22.19200(W) AD(       ) 3
 FE2536
 FE2536.Superseded values are not recommended for survey control.
 FE2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2536.See file dsdata.txt to determine how the superseded data were derived.
 FE2536
 FE2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7174794616(NAD 83)
 FE2536_MARKER: 42 = RADIO/TV MAST
 FE2536
 FE2536  HISTORY     - Date     Condition        Report By
 FE2536  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2536
 FE2536                          STATION DESCRIPTION
 FE2536
 FE2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2536'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE TRUNKLINE GAS
 FE2536'COMPANY LOCATED ABOUT 5 MILES SOUTH OF OAKLAND AND ABOUT 1 MILE NORTH
 FE2536'MACON. THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE PAINTED IN
 FE2536'ALTERNATE SECTIONS OF ORANGE AND WHITE. THE HEIGHT IS 289 FEET AND
 FE2536'THERE ARE TWO LARGE, CIRCULAR REFLECTORS AT THE TOP.
 FE2536'
 FE2536'TO REACH THE STATION FROM THE DEPOT IN OAKLAND, GO SOUTH AND
 FE2536'SOUTHEAST ON A PAVED ROAD FOR 4.2 MILES TO THE STATION ON THE LEFT
 FE2536'ABOUT 0.05 MILE NORTHEAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2534 ***********************************************************************
 FE2534  DESIGNATION -  MADGE
 FE2534  PID         -  FE2534
 FE2534  STATE/COUNTY-  TN/TIPTON
 FE2534  USGS QUAD   -  BRIGHTON (1981)
 FE2534
 FE2534                         *CURRENT SURVEY CONTROL
 FE2534  ___________________________________________________________________
 FE2534* NAD 83(1995)-  35 24 25.62947(N)    089 40 48.12074(W)     ADJUSTED  
 FE2534* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 FE2534  ___________________________________________________________________
 FE2534  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE2534  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 FE2534
 FE2534  HORZ ORDER  -  SECOND
 FE2534
 FE2534.The horizontal coordinates were established by classical geodetic methods
 FE2534.and adjusted by the National Geodetic Survey in April 1999..
 FE2534
 FE2534.The orthometric height was scaled from a topographic map.
 FE2534
 FE2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2534
 FE2534.The geoid height was determined by GEOID03.
 FE2534
 FE2534;                    North         East     Units Scale Factor Converg.
 FE2534;SPC TN       -   125,419.922   265,815.669   MT  0.99997599   -2 09 16.0
 FE2534;SPC TN       -   411,481.86    872,096.91   sFT  0.99997599   -2 09 16.0
 FE2534;UTM  16      - 3,921,491.739   256,630.562   MT  1.00032997   -1 33 12.7
 FE2534
 FE2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2534!SPC TN       -   0.99998450  x   0.99997599  =   0.99996049
 FE2534!UTM  16      -   0.99998450  x   1.00032997  =   1.00031446
 FE2534
 FE2534|---------------------------------------------------------------------|
 FE2534| PID    Reference Object                     Distance      Geod. Az  |
 FE2534|                                                           dddmmss.s |
 FE2534| CG4476 MADGE RM 1                           28.867 METERS 03127     |
 FE2534| CG4477 MADGE RM 2                           29.830 METERS 15949     |
 FE2534| CG4475 MADGE AZ MK                                        3335107.8 |
 FE2534|---------------------------------------------------------------------|
 FE2534
 FE2534                          SUPERSEDED SURVEY CONTROL
 FE2534
 FE2534  NAD 83(1995)-  35 24 25.63616(N)    089 40 48.12118(W) AD(       ) 2
 FE2534  NAD 83(1986)-  35 24 25.64123(N)    089 40 48.12176(W) AD(       ) 2
 FE2534  NAD 27      -  35 24 25.33960(N)    089 40 47.83380(W) AD(       ) 2
 FE2534
 FE2534.Superseded values are not recommended for survey control.
 FE2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2534.See file dsdata.txt to determine how the superseded data were derived.
 FE2534
 FE2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5663121492(NAD 83)
 FE2534_MARKER: DS = TRIANGULATION STATION DISK
 FE2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2534
 FE2534  HISTORY     - Date     Condition        Report By
 FE2534  HISTORY     - 1958     MONUMENTED       CGS
 FE2534
 FE2534                          STATION DESCRIPTION
 FE2534
 FE2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2534'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ARLINGTON, 6 MILES
 FE2534'EAST-SOUTHEAST OF ATOKA AND IS ON THE PROPERTY OF MR.  BILLY LOVETT.
 FE2534'IT IS 5 FEET SOUTHEAST OF A FENCE, 56 FEET WEST OF THE SOUTHWEST
 FE2534'CORNER OF A FRAME HOUSE AND 25 FEET NORTH OF THE NORTHEAST
 FE2534'CORNER OF A SMALL FRAME BUILDING.  THE MONUMENT IS FLUSH AND THE DISK
 FE2534'IS STAMPED MADGE 1958.
 FE2534'
 FE2534'TO REACH THE STATION FROM A PAVED T-INTERSECTION LOCATED IN THE EAST
 FE2534'BUSINESS SECTION OF ATOKA, GO SOUTH ON A PAVED ROAD FOR 0.15 MILE TO
 FE2534'A RAILROAD OVERPASS AND THE ROAD CURVES TO THE EAST.  CONTINUE
 FE2534'EASTERLY ON THE PAVED ROAD FOR 3.9 MILES TO CLICK NO 2 GROCERY STORE
 FE2534'ON THE LEFT IN IDAVILLE.  CONTINUE EASTERLY ON THE PAVED ROAD FOR 2.4
 FE2534'MILES TO A PAVED CROSSROAD AND A GRAVEL ROAD SOUTHEAST.  GO
 FE2534'SOUTHEAST ON THE GRAVEL ROAD FOR 0.25 MILE TO A DRIVEWAY RIGHT.  TURN
 FE2534'RIGHT AND GO WESTERLY ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION
 FE2534'ON THE RIGHT, WEST SIDE OF A FRAME HOUSE.
 FE2534'
 FE2534'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON THE
 FE2534'DRIVEWAY FOR 0.05 MILE TO A T-ROAD.  TURN LEFT AND GO NORTHWEST
 FE2534'ON THE GRAVEL ROAD FOR 0.25 MILE TO A PAVED CROSSROAD.  TURN LEFT AND
 FE2534'GO WEST FOR 200 FEET TO A DRIVEWAY LEFT. TURN LEFT AND GO SOUTH ON
 FE2534'THE DRIVEWAY FOR 150 FEET TO THE MARK, 63 FEET SOUTH OF THE SOUTH
 FE2534'CORNER OF A FRAME HOUSE.
 FE2534'
 FE2534'REFERENCE MARK 1 IS 3 FEET SOUTHEAST OF A FENCE, 67 FEET
 FE2534'SOUTH-SOUTHWEST OF A FENCE CORNER AND 78 FEET NORTHWEST OF THE
 FE2534'NORTHWEST CORNER OF THE FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE
 FE2534'DISK IS STAMPED MADGE NO 1 1958.
 FE2534'
 FE2534'REFERENCE MARK 2 IS 5 FEET NORTH OF A 28 INCH TREE AND 4 FEET
 FE2534'NORTHEAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2534'MADGE NO 2 1958.
 FE2534'
 FE2534'THE AZIMUTH MARK IS 63 FEET SOUTH OF THE SOUTH CORNER OF A FRAME
 FE2534'HOUSE, 2 FEET SOUTHWEST OF A WHITE WITNESS POST, 2 FEET NORTH OF A
 FE2534'NORTH GATE POST AND 6 INCHES NORTHWEST OF A FENCE.  THE MONUMENT IS
 FE2534'FLUSH AND THE DISK IS STAMPED MADGE 1958.
 FE2534'
 FE2534'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2375 ***********************************************************************
 FE2375  DESIGNATION -  MADISON JACKSON MUNICIPAL AIRPORT BEACON
 FE2375  PID         -  FE2375
 FE2375  STATE/COUNTY-  TN/MADISON
 FE2375  USGS QUAD   -  WESTOVER (1981)
 FE2375
 FE2375                         *CURRENT SURVEY CONTROL
 FE2375  ___________________________________________________________________
 FE2375* NAD 83(1995)-  35 36 24.49889(N)    088 54 57.71758(W)     ADJUSTED  
 FE2375* NAVD 88     -                                                        
 FE2375  ___________________________________________________________________
 FE2375  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE2375  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2375
 FE2375  HORZ ORDER  -  THIRD
 FE2375
 FE2375.The horizontal coordinates were established by classical geodetic methods
 FE2375.and adjusted by the National Geodetic Survey in April 1999..
 FE2375
 FE2375
 FE2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2375
 FE2375.The geoid height was determined by GEOID03.
 FE2375
 FE2375;                    North         East     Units Scale Factor Converg.
 FE2375;SPC TN       -   145,226.356   335,831.471   MT  0.99995622   -1 42 25.8
 FE2375;SPC TN       -   476,463.47  1,101,807.08   sFT  0.99995622   -1 42 25.8
 FE2375;UTM  16      - 3,942,028.731   326,448.880   MT  0.99997118   -1 06 57.0
 FE2375
 FE2375                          SUPERSEDED SURVEY CONTROL
 FE2375
 FE2375  NAD 83(1995)-  35 36 24.50395(N)    088 54 57.72188(W) AD(       ) 4
 FE2375  NAD 83(1986)-  35 36 24.51051(N)    088 54 57.71838(W) AD(       ) 4
 FE2375  NAD 27      -  35 36 24.24200(N)    088 54 57.49900(W) AD(       ) 3
 FE2375
 FE2375.Superseded values are not recommended for survey control.
 FE2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2375.See file dsdata.txt to determine how the superseded data were derived.
 FE2375
 FE2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2644942029(NAD 83)
 FE2375_MARKER: 21 = AIRPORT BEACON
 FE2375
 FE2375  HISTORY     - Date     Condition        Report By
 FE2375  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2375  HISTORY     - 1965     GOOD             CGS
 FE2375  HISTORY     - 1983     GOOD             NGS
 FE2375
 FE2375                          STATION DESCRIPTION
 FE2375
 FE2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2375'THE STATION IS THE CENTER OF THE REVOLVING WHITE AND GREEN LIGHT OF
 FE2375'THE MADISON COUNTY-JACKSON MUNICIPAL AIRPORT BEACON, LOCATED ABOUT
 FE2375'6.5 MILES WEST OF JACKSON, NEAR THE NORTH EDGE OF THE MADISON
 FE2375'COUNTY-JACKSON MUNICIPAL AIRPORT, WHICH IS KNOWN AS MCKELLAR FIELD,
 FE2375'AND 130 FEET WEST OF THE NORTHWEST CORNER OF A HANGAR.
 FE2375'
 FE2375'THE BEACON IS SUPPORTED BY A FOUR LEGGED STEEL TOWER WHICH IS ABOUT
 FE2375'50 FEET HIGH.
 FE2375
 FE2375                          STATION RECOVERY (1965)
 FE2375
 FE2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2375'RECOVERED AS DESCRIBED IN QUAD 350884, STATION 1072, AND FOUND TO
 FE2375'BE IN GOOD CONDITION.
 FE2375
 FE2375                          STATION RECOVERY (1983)
 FE2375
 FE2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 FE2375'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FE2375'
 FE2375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST OF
 FE2375'JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2204 ***********************************************************************
 GC2204  DESIGNATION -  MADISON RADIO STA WENO MAST
 GC2204  PID         -  GC2204
 GC2204  STATE/COUNTY-  TN/DAVIDSON
 GC2204  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC2204
 GC2204                         *CURRENT SURVEY CONTROL
 GC2204  ___________________________________________________________________
 GC2204* NAD 83(1995)-  36 16 21.18992(N)    086 42 56.61871(W)     ADJUSTED  
 GC2204* NAVD 88     -                                                        
 GC2204  ___________________________________________________________________
 GC2204  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GC2204  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GC2204
 GC2204  HORZ ORDER  -  THIRD
 GC2204
 GC2204.The horizontal coordinates were established by classical geodetic methods
 GC2204.and adjusted by the National Geodetic Survey in April 1999..
 GC2204
 GC2204
 GC2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2204
 GC2204.The geoid height was determined by GEOID03.
 GC2204
 GC2204;                    North         East     Units Scale Factor Converg.
 GC2204;SPC TN       -   215,392.350   535,692.174   MT  0.99997761   -0 25 08.5
 GC2204;SPC TN       -   706,666.40  1,757,516.74   sFT  0.99997761   -0 25 08.5
 GC2204;UTM  16      - 4,014,216.700   525,532.393   MT  0.99960803   +0 10 05.5
 GC2204
 GC2204                          SUPERSEDED SURVEY CONTROL
 GC2204
 GC2204  NAD 83(1995)-  36 16 21.19147(N)    086 42 56.62064(W) AD(       ) 4
 GC2204  NAD 83(1995)-  36 16 21.19478(N)    086 42 56.62099(W) AD(       ) 4
 GC2204  NAD 83(1986)-  36 16 21.20009(N)    086 42 56.62183(W) AD(       ) 4
 GC2204  NAD 27      -  36 16 21.01100(N)    086 42 56.63200(W) AD(       ) 3
 GC2204
 GC2204.Superseded values are not recommended for survey control.
 GC2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2204.See file dsdata.txt to determine how the superseded data were derived.
 GC2204
 GC2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2553214217(NAD 83)
 GC2204_MARKER: 42 = RADIO/TV MAST
 GC2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2204+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2006
 GC2204
 GC2204  HISTORY     - Date     Condition        Report By
 GC2204  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2204  HISTORY     - 20060326 GOOD             GEOCAC
 GC2204
 GC2204                          STATION DESCRIPTION
 GC2204
 GC2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2204'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHEAST OF NASHVILLE
 GC2204'AND ABOUT 1 MILE NORTHEAST OF MADISON.  IT IS A 3-LEGGED STEEL
 GC2204'STRUCTURE PAINTED ALTERNATELY RED AND WHITE, HAS A FLASHING RED LIGHT
 GC2204'AT THE TOP OF THE MAST AND AN OVER-ALL HEIGHT OF 176.0 FEET.
 GC2204'
 GC2204'THE FLASHING RED LIGHT AT THE TOP OF THE MAST WAS THE POINT
 GC2204'INTERSECTED.
 GC2204'
 GC2204'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. NO. 31E AND
 GC2204'OLD HICKORY BLVD. IN THE NORTH PART OF MADISON, GO NORTH ON U.S.
 GC2204'HWY. NO. 31E FOR 0.6 MILE TO NESBITT LANE ON THE LEFT, TURN LEFT AND
 GC2204'GO WEST FOR 0.2 MILE AND THE STATION AS DESCRIBED.
 GC2204
 GC2204                          STATION RECOVERY (2006)
 GC2204
 GC2204'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2235 ***********************************************************************
 GC2235  DESIGNATION -  MADISON SUBURBAN UTIL DIST TK
 GC2235  PID         -  GC2235
 GC2235  STATE/COUNTY-  TN/DAVIDSON
 GC2235  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2235
 GC2235                         *CURRENT SURVEY CONTROL
 GC2235  ___________________________________________________________________
 GC2235* NAD 83(1995)-  36 13 49.23608(N)    086 42 45.54621(W)     ADJUSTED  
 GC2235* NAVD 88     -                                                        
 GC2235  ___________________________________________________________________
 GC2235  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GC2235  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC2235
 GC2235  HORZ ORDER  -  THIRD
 GC2235
 GC2235.The horizontal coordinates were established by classical geodetic methods
 GC2235.and adjusted by the National Geodetic Survey in April 1999..
 GC2235
 GC2235
 GC2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2235
 GC2235.The geoid height was determined by GEOID03.
 GC2235
 GC2235;                    North         East     Units Scale Factor Converg.
 GC2235;SPC TN       -   210,706.866   535,934.414   MT  0.99997225   -0 25 02.0
 GC2235;SPC TN       -   691,294.11  1,758,311.49   sFT  0.99997225   -0 25 02.0
 GC2235;UTM  16      - 4,009,535.661   525,822.527   MT  0.99960822   +0 10 11.4
 GC2235
 GC2235                          SUPERSEDED SURVEY CONTROL
 GC2235
 GC2235  NAD 83(1995)-  36 13 49.23774(N)    086 42 45.54830(W) AD(       ) 4
 GC2235  NAD 83(1995)-  36 13 49.24064(N)    086 42 45.54826(W) AD(       ) 4
 GC2235  NAD 83(1986)-  36 13 49.24618(N)    086 42 45.54912(W) AD(       ) 4
 GC2235  NAD 27      -  36 13 49.05100(N)    086 42 45.56100(W) AD(       ) 3
 GC2235
 GC2235.Superseded values are not recommended for survey control.
 GC2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2235.See file dsdata.txt to determine how the superseded data were derived.
 GC2235
 GC2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2582309536(NAD 83)
 GC2235_MARKER: 53 = ELEVATED TANK
 GC2235
 GC2235  HISTORY     - Date     Condition        Report By
 GC2235  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2235
 GC2235                          STATION DESCRIPTION
 GC2235
 GC2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2235'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF NASHVILLE AND ABOUT
 GC2235'3 MILES SOUTH OF MADISON.  IT IS A 4-LEGGED STEEL STRUCTURE
 GC2235'SUPPORTING THE TANK PROPER, IS PAINTED SILVER AND HAS AN OVER-ALL
 GC2235'HEIGHT OF 100 FEET.
 GC2235'
 GC2235'THE TOP AND CENTER OF THE ROOF WAS THE POINT INTERSECTED.
 GC2235'
 GC2235'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. NO. 31E AND
 GC2235'HAYSBORO AVE., WHICH IS ABOUT 3 MILES SOUTH OF THE POST OFFICE IN
 GC2235'MADISON, GO EASTERLY ON HAYSBORO AVE. FOR 0.6 MILE TO BRUSH HILL RD.,
 GC2235'TURN RIGHT AND GO SOUTHERLY FOR 0.15 MILE TO NO. 4204 BRUSH HILL
 GC2235'RD. ON THE LEFT, TURN LEFT AND GO ABOUT 100 YARDS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2369 ***********************************************************************
 FE2369  DESIGNATION -  MALESUS
 FE2369  PID         -  FE2369
 FE2369  STATE/COUNTY-  TN/MADISON
 FE2369  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2369
 FE2369                         *CURRENT SURVEY CONTROL
 FE2369  ___________________________________________________________________
 FE2369* NAD 83(1995)-  35 33 01.65407(N)    088 48 55.45947(W)     ADJUSTED  
 FE2369* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 FE2369  ___________________________________________________________________
 FE2369  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FE2369  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2369
 FE2369  HORZ ORDER  -  THIRD
 FE2369
 FE2369.The horizontal coordinates were established by classical geodetic methods
 FE2369.and adjusted by the National Geodetic Survey in April 1999..
 FE2369
 FE2369.The orthometric height was scaled from a topographic map.
 FE2369
 FE2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2369
 FE2369.The geoid height was determined by GEOID03.
 FE2369
 FE2369;                    North         East     Units Scale Factor Converg.
 FE2369;SPC TN       -   138,710.639   344,765.100   MT  0.99996058   -1 38 53.7
 FE2369;SPC TN       -   455,086.49  1,131,116.83   sFT  0.99996058   -1 38 53.7
 FE2369;UTM  16      - 3,935,605.694   335,449.292   MT  0.99993368   -1 03 20.7
 FE2369
 FE2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2369!SPC TN       -   0.99998261  x   0.99996058  =   0.99994320
 FE2369!UTM  16      -   0.99998261  x   0.99993368  =   0.99991630
 FE2369
 FE2369:                Primary Azimuth Mark                     Grid Az
 FE2369:SPC TN       -  JACKSON RADIO STA WTJS SW MAST           005 35 44.6
 FE2369:UTM  16      -  JACKSON RADIO STA WTJS SW MAST           005 00 11.6
 FE2369
 FE2369|---------------------------------------------------------------------|
 FE2369| PID    Reference Object                     Distance      Geod. Az  |
 FE2369|                                                           dddmmss.s |
 FE2369| FE2362 JACKSON RADIO STA WTJS SW MAST      APPROX. 3.5 KM 0035650.9 |
 FE2369| FE2361 JACKSON RAD STA WTJS NE MAST        APPROX. 3.6 KM 0055548.7 |
 FE2369| FE2373 NORTON HILL RAD KIE 36 MAST         APPROX. 4.2 KM 1234125.8 |
 FE2369| CG4485 MALESUS AZ MK                                      1664042.9 |
 FE2369| CG4486 MALESUS RM 1                         23.485 METERS 21245     |
 FE2369| CG4487 MALESUS RM 2                         21.100 METERS 33037     |
 FE2369| FE2348 BEMIS BROS BAG COMPANY TANK         APPROX. 2.8 KM 3481427.2 |
 FE2369|---------------------------------------------------------------------|
 FE2369
 FE2369                          SUPERSEDED SURVEY CONTROL
 FE2369
 FE2369  NAD 83(1995)-  35 33 01.65938(N)    088 48 55.46440(W) AD(       ) 3
 FE2369  NAD 83(1986)-  35 33 01.66569(N)    088 48 55.46040(W) AD(       ) 3
 FE2369  NAD 27      -  35 33 01.39550(N)    088 48 55.25520(W) AD(       ) 3
 FE2369
 FE2369.Superseded values are not recommended for survey control.
 FE2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2369.See file dsdata.txt to determine how the superseded data were derived.
 FE2369
 FE2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3544935606(NAD 83)
 FE2369_MARKER: DS = TRIANGULATION STATION DISK
 FE2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2369
 FE2369  HISTORY     - Date     Condition        Report By
 FE2369  HISTORY     - 1958     MONUMENTED       CGS
 FE2369
 FE2369                          STATION DESCRIPTION
 FE2369
 FE2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2369'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF BEMIS, 7 MILES
 FE2369'NORTHEAST OF MEDON, AND IS IN THE NORTH EDGE OF THE VILLAGE
 FE2369'OF MALESUS ON THE PROPERTY OF MR. PRESTON HARRIS. IT IS 115 FEET
 FE2369'NORTH OF A GRAVELED DRIVEWAY WEST, 92 FEET WEST OF THE
 FE2369'SOUTHWEST CORNER OF A RED BRICK HOUSE, 9 FEET SOUTHWEST OF A WHITE
 FE2369'WITNESS POST AND FENCE CORNER AND 21 FEET WEST OF THE
 FE2369'CENTERLINE OF A PAVED ROAD. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2369'STAMPED MALESUS 1958.
 FE2369'
 FE2369'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FE2369'SQUARE IN JACKSON, GO EAST ON U.S. HIGHWAY 70 AND 45 FOR
 FE2369'0.3 MILE TO THEIR JUNCTION. TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY
 FE2369'45 FOR 4.0 MILES TO THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 FE2369'HIGHWAY 18. TURN RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 18 FOR 0.3
 FE2369'MILE TO A PAVED SIDE ROAD LEFT JUST AFTER CROSSING RAILROAD
 FE2369'OVERPASS. TURN LEFT AND GO SOUTHEAST FOR 0.15 MILE ON THE O. MALESUS
 FE2369'ROAD TO THE STATION ON THE RIGHT.
 FE2369'
 FE2369'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND SOUTHEAST ON
 FE2369'THE O. MALESUS ROAD FOR 0.45 MILE TO A GRAVELED SIDE ROAD
 FE2369'LEFT. TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 FE2369'AZIMUTH MARK ON THE LEFT.
 FE2369'
 FE2369'REFERENCE MARK 1 IS 21 FEET WEST OF THE CENTERLINE OF O. MALESUS
 FE2369'ROAD, 38 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2369'DRIVEWAY WEST AND 85 FEET SOUTH OF A WHITE WITNESS POST. THE MARK IS
 FE2369'FLUSH AND THE DISK IS STAMPED MALESUS NO 1 1958.
 FE2369'
 FE2369'REFERENCE MARK 2 IS 88 FEET WEST OF THE CENTERLINE OF O. MALESUS
 FE2369'ROAD, 70 FEET WEST OF A FENCE CORNER AND WHITE WITNESS POST,
 FE2369'1 FOOT SOUTH OF A WIRE FENCE AND 26 FEET EAST OF A FENCE CORNER. THE
 FE2369'MONUMENT IS FLUSH AND THE DISK IS STAMPED MALESUS NO 2
 FE2369'1958.
 FE2369'
 FE2369'THE AZIMUTH MARK IS 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FE2369'FRAME HOUSE, 31 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 FE2369'ROAD, 115 FEET NORTHWEST OF THE CENTER OF A GRAVELED T-INTERSECTION,
 FE2369'1 FOOT WEST OF A POWER LINE POLE AND 2 FEET NORTHWEST OF A
 FE2369'WHITE WITNESS POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2369'MALESUS 1958.
 FE2369'
 FE2369'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1823 ***********************************************************************
 GA1823  DESIGNATION -  MALOY
 GA1823  PID         -  GA1823
 GA1823  STATE/COUNTY-  TN/JEFFERSON
 GA1823  USGS QUAD   -  TALBOTT (1980)
 GA1823
 GA1823                         *CURRENT SURVEY CONTROL
 GA1823  ___________________________________________________________________
 GA1823* NAD 83(1986)-  36 07 52.     (N)    083 27 42.     (W)     SCALED    
 GA1823* NAVD 88     -       357.092  (meters)    1171.56   (feet)  ADJUSTED  
 GA1823  ___________________________________________________________________
 GA1823  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1823  DYNAMIC HT  -         356.762 (meters)    1170.48  (feet)  COMP
 GA1823  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 GA1823
 GA1823  VERT ORDER  -  FIRST     CLASS I
 GA1823
 GA1823.The horizontal coordinates were scaled from a topographic map and have
 GA1823.an estimated accuracy of +/- 6 seconds.
 GA1823
 GA1823.The orthometric height was determined by differential leveling
 GA1823.and adjusted by the National Geodetic Survey in June 1991..
 GA1823
 GA1823.The geoid height was determined by GEOID03.
 GA1823
 GA1823.The dynamic height is computed by dividing the NAVD 88
 GA1823.geopotential number by the normal gravity value computed on the
 GA1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1823.degrees latitude (g = 980.6199 gals.).
 GA1823
 GA1823.The modeled gravity was interpolated from observed gravity values.
 GA1823
 GA1823;                    North         East    Units  Estimated Accuracy
 GA1823;SPC TN       -   202,430.      828,450.      MT  (+/- 180 meters Scaled)
 GA1823
 GA1823                          SUPERSEDED SURVEY CONTROL
 GA1823
 GA1823  NGVD 29 (??/??/92)  357.220  (m)         1171.98   (f) ADJ UNCH    1 1
 GA1823
 GA1823.Superseded values are not recommended for survey control.
 GA1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1823.See file dsdata.txt to determine how the superseded data were derived.
 GA1823
 GA1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA784012(NAD 83)
 GA1823_MARKER: DD = SURVEY DISK
 GA1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1823_STAMPING: MALOY 1967
 GA1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1823+STABILITY: SURFACE MOTION
 GA1823
 GA1823  HISTORY     - Date     Condition        Report By
 GA1823  HISTORY     - 1967     MONUMENTED       TNHD
 GA1823  HISTORY     - 1967     GOOD             NGS
 GA1823
 GA1823                          STATION DESCRIPTION
 GA1823
 GA1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1823'1.9 MI NE FROM JEFFERSON CITY.
 GA1823'ABOUT 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE
 GA1823'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, 291 FEET
 GA1823'NORTHEAST OF THE CENTER LINE OF THE EXIT DRIVE FOR THE MALOY
 GA1823'THEATRE, 52 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE EASTBOUND
 GA1823'LANE OF THE HIGHWAY, 42 1/2 FEET SOUTHWEST OF POWER LINE POLE
 GA1823'37425, 5.2 FEET WEST OF A METAL WITNESS POST, 2 FEET BELOW THE
 GA1823'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GA1823'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1824 ***********************************************************************
 GA1824  DESIGNATION -  MALOY AZ MK
 GA1824  PID         -  GA1824
 GA1824  STATE/COUNTY-  TN/JEFFERSON
 GA1824  USGS QUAD   -  TALBOTT (1980)
 GA1824
 GA1824                         *CURRENT SURVEY CONTROL
 GA1824  ___________________________________________________________________
 GA1824* NAD 83(1986)-  36 07 48.     (N)    083 27 48.     (W)     SCALED    
 GA1824* NAVD 88     -       357.378  (meters)    1172.50   (feet)  ADJUSTED  
 GA1824  ___________________________________________________________________
 GA1824  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1824  DYNAMIC HT  -         357.047 (meters)    1171.41  (feet)  COMP
 GA1824  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 GA1824
 GA1824  VERT ORDER  -  FIRST     CLASS I
 GA1824
 GA1824.The horizontal coordinates were scaled from a topographic map and have
 GA1824.an estimated accuracy of +/- 6 seconds.
 GA1824
 GA1824.The orthometric height was determined by differential leveling
 GA1824.and adjusted by the National Geodetic Survey in June 1991..
 GA1824
 GA1824.The geoid height was determined by GEOID03.
 GA1824
 GA1824.The dynamic height is computed by dividing the NAVD 88
 GA1824.geopotential number by the normal gravity value computed on the
 GA1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1824.degrees latitude (g = 980.6199 gals.).
 GA1824
 GA1824.The modeled gravity was interpolated from observed gravity values.
 GA1824
 GA1824;                    North         East    Units  Estimated Accuracy
 GA1824;SPC TN       -   202,300.      828,310.      MT  (+/- 180 meters Scaled)
 GA1824
 GA1824                          SUPERSEDED SURVEY CONTROL
 GA1824
 GA1824  NGVD 29 (??/??/92)  357.505  (m)         1172.91   (f) ADJ UNCH    1 1
 GA1824
 GA1824.Superseded values are not recommended for survey control.
 GA1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1824.See file dsdata.txt to determine how the superseded data were derived.
 GA1824
 GA1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA783011(NAD 83)
 GA1824_MARKER: DD = SURVEY DISK
 GA1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1824_STAMPING: MALOY AZI 1967
 GA1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1824+STABILITY: SURFACE MOTION
 GA1824
 GA1824  HISTORY     - Date     Condition        Report By
 GA1824  HISTORY     - 1967     MONUMENTED       TNHD
 GA1824  HISTORY     - 1967     GOOD             NGS
 GA1824
 GA1824                          STATION DESCRIPTION
 GA1824
 GA1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1824'1.8 MI NE FROM JEFFERSON CITY.
 GA1824'ABOUT 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE
 GA1824'INTERSECTION OF STATE HIGHWAY 92 AT JEFFERSON CITY, 145 FEET
 GA1824'SOUTHWEST OF THE CENTER LINE OF AN ENTRANCE DRIVEWAY TO THE
 GA1824'MALOY THEATRE, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GA1824'EASTBOUND LANE OF THE HIGHWAY, 2 1/2 FEET NORTHWEST OF POWER
 GA1824'LINE POLE 37415, 1.8 FEET NORTHWEST OF A METAL WITNESS POST,
 GA1824'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GA1824'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0265 ***********************************************************************
 FD0265  DESIGNATION -  MANCHESTER
 FD0265  PID         -  FD0265
 FD0265  STATE/COUNTY-  TN/COFFEE
 FD0265  USGS QUAD   -  MANCHESTER (1972)
 FD0265
 FD0265                         *CURRENT SURVEY CONTROL
 FD0265  ___________________________________________________________________
 FD0265* NAD 83(1986)-  35 28 59.     (N)    086 05 19.     (W)     SCALED    
 FD0265* NAVD 88     -       324.081  (meters)    1063.26   (feet)  ADJUSTED  
 FD0265  ___________________________________________________________________
 FD0265  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD0265  DYNAMIC HT  -         323.771 (meters)    1062.24  (feet)  COMP
 FD0265  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 FD0265
 FD0265  VERT ORDER  -  SECOND    CLASS 0
 FD0265
 FD0265.The horizontal coordinates were scaled from a topographic map and have
 FD0265.an estimated accuracy of +/- 6 seconds.
 FD0265
 FD0265.The orthometric height was determined by differential leveling
 FD0265.and adjusted by the National Geodetic Survey in June 1991..
 FD0265
 FD0265.The geoid height was determined by GEOID03.
 FD0265
 FD0265.The dynamic height is computed by dividing the NAVD 88
 FD0265.geopotential number by the normal gravity value computed on the
 FD0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0265.degrees latitude (g = 980.6199 gals.).
 FD0265
 FD0265.The modeled gravity was interpolated from observed gravity values.
 FD0265
 FD0265;                    North         East    Units  Estimated Accuracy
 FD0265;SPC TN       -   127,570.      591,960.      MT  (+/- 180 meters Scaled)
 FD0265
 FD0265                          SUPERSEDED SURVEY CONTROL
 FD0265
 FD0265  NGVD 29 (??/??/92)  324.072  (m)         1063.23   (f) ADJ UNCH    2 0
 FD0265
 FD0265.Superseded values are not recommended for survey control.
 FD0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0265.See file dsdata.txt to determine how the superseded data were derived.
 FD0265
 FD0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE826269(NAD 83)
 FD0265_MARKER: DB = BENCH MARK DISK
 FD0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0265_STAMPING: MANCHESTER 1933
 FD0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0265+STABILITY: SURFACE MOTION
 FD0265
 FD0265  HISTORY     - Date     Condition        Report By
 FD0265  HISTORY     - 1933     MONUMENTED       CGS
 FD0265  HISTORY     - 1962     GOOD             NGS
 FD0265
 FD0265                          STATION DESCRIPTION
 FD0265
 FD0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FD0265'IN MANCHESTER.
 FD0265'AT MANCHESTER, AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE,
 FD0265'AND 8 FEET WEST OF THE SIDEWALK.  A STANDARD DISK SET IN THE TOP
 FD0265'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1425 ***********************************************************************
 FD1425  DESIGNATION -  MANCHESTER MUNICIPAL TANK
 FD1425  PID         -  FD1425
 FD1425  STATE/COUNTY-  TN/COFFEE
 FD1425  USGS QUAD   -  MANCHESTER (1972)
 FD1425
 FD1425                         *CURRENT SURVEY CONTROL
 FD1425  ___________________________________________________________________
 FD1425* NAD 83(1995)-  35 28 20.24521(N)    086 05 14.30775(W)     ADJUSTED  
 FD1425* NAVD 88     -                                                        
 FD1425  ___________________________________________________________________
 FD1425  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FD1425  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FD1425
 FD1425  HORZ ORDER  -  THIRD
 FD1425
 FD1425.The horizontal coordinates were established by classical geodetic methods
 FD1425.and adjusted by the National Geodetic Survey in April 1999..
 FD1425
 FD1425
 FD1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1425
 FD1425.The geoid height was determined by GEOID03.
 FD1425
 FD1425;                    North         East     Units Scale Factor Converg.
 FD1425;SPC TN       -   126,370.147   592,076.158   MT  0.99996822   -0 03 04.0
 FD1425;SPC TN       -   414,599.39  1,942,503.20   sFT  0.99996822   -0 03 04.0
 FD1425;UTM  16      - 3,925,803.055   582,804.464   MT  0.99968449   +0 31 46.8
 FD1425
 FD1425                          SUPERSEDED SURVEY CONTROL
 FD1425
 FD1425  NAD 83(1995)-  35 28 20.25248(N)    086 05 14.30899(W) AD(       ) 4
 FD1425  NAD 83(1995)-  35 28 20.25262(N)    086 05 14.30907(W) AD(       ) 4
 FD1425  NAD 83(1995)-  35 28 20.25246(N)    086 05 14.30894(W) AD(       ) 4
 FD1425  NAD 83(1986)-  35 28 20.25596(N)    086 05 14.30667(W) AD(       ) 4
 FD1425  NAD 27      -  35 28 19.97600(N)    086 05 14.34600(W) AD(       ) 3
 FD1425
 FD1425.Superseded values are not recommended for survey control.
 FD1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1425.See file dsdata.txt to determine how the superseded data were derived.
 FD1425
 FD1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8280425803(NAD 83)
 FD1425_MARKER: 53 = ELEVATED TANK
 FD1425
 FD1425  HISTORY     - Date     Condition        Report By
 FD1425  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1425
 FD1425                          STATION DESCRIPTION
 FD1425
 FD1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1425'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF MANCHESTER.
 FD1425'
 FD1425'TO REACH THE STATION FROM THE MANCHESTER CITY HALL, GO SOUTH, ON A
 FD1425'HARD SURFACE ROAD FOR 0.5
 FD1425'MILE TO A TRAFFIC LIGHT.  TURN LEFT, EAST, AND GO 0.1
 FD1425'MILE TO A SIDE ROAD LEFT, JUST
 FD1425'AFTER CROSSING A RAILROAD TRACK.  TURN
 FD1425'RIGHT, AND FOLLOW A HARD SURFACE ROAD SOUTH AND
 FD1425'EAST FOR 0.15 MILE TO
 FD1425'THE STATION ON THE LEFT.
 FD1425'
 FD1425'THE STATION IS A 7-LEGGED STEEL STRUCTURE, SILVER IN COLOR, WITH
 FD1425'MANCHESTER TENN PAINTED IN BLACK
 FD1425'LETTERS ON THE TANK, AND THE OVER-ALL HEIGHT IS
 FD1425'ABOUT 150 FEET.  THE POINT
 FD1425'INTERSECTED WAS THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1426 ***********************************************************************
 FD1426  DESIGNATION -  MANCHESTER WHITE WATER TANK
 FD1426  PID         -  FD1426
 FD1426  STATE/COUNTY-  TN/COFFEE
 FD1426  USGS QUAD   -  MANCHESTER (1972)
 FD1426
 FD1426                         *CURRENT SURVEY CONTROL
 FD1426  ___________________________________________________________________
 FD1426* NAD 83(1995)-  35 29 06.43702(N)    086 05 17.86203(W)     ADJUSTED  
 FD1426* NAVD 88     -                                                        
 FD1426  ___________________________________________________________________
 FD1426  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FD1426  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FD1426
 FD1426  HORZ ORDER  -  THIRD
 FD1426
 FD1426.The horizontal coordinates were established by classical geodetic methods
 FD1426.and adjusted by the National Geodetic Survey in April 1999..
 FD1426
 FD1426
 FD1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1426
 FD1426.The geoid height was determined by GEOID03.
 FD1426
 FD1426;                    North         East     Units Scale Factor Converg.
 FD1426;SPC TN       -   127,793.778   591,987.837   MT  0.99996684   -0 03 06.1
 FD1426;SPC TN       -   419,270.09  1,942,213.43   sFT  0.99996684   -0 03 06.1
 FD1426;UTM  16      - 3,927,225.315   582,701.745   MT  0.99968428   +0 31 45.4
 FD1426
 FD1426                          SUPERSEDED SURVEY CONTROL
 FD1426
 FD1426  NAD 83(1995)-  35 29 06.44470(N)    086 05 17.86276(W) AD(       ) 4
 FD1426  NAD 83(1995)-  35 29 06.44452(N)    086 05 17.86209(W) AD(       ) 4
 FD1426  NAD 83(1995)-  35 29 06.44437(N)    086 05 17.86403(W) AD(       ) 4
 FD1426  NAD 83(1986)-  35 29 06.44801(N)    086 05 17.86111(W) AD(       ) 4
 FD1426  NAD 27      -  35 29 06.17000(N)    086 05 17.90000(W) AD(       ) 3
 FD1426
 FD1426.Superseded values are not recommended for survey control.
 FD1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1426.See file dsdata.txt to determine how the superseded data were derived.
 FD1426
 FD1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE8270227225(NAD 83)
 FD1426_MARKER: 51 = TANK
 FD1426
 FD1426  HISTORY     - Date     Condition        Report By
 FD1426  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1426
 FD1426                          STATION DESCRIPTION
 FD1426
 FD1426'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2039 ***********************************************************************
 GA2039  DESIGNATION -  MANIS
 GA2039  PID         -  GA2039
 GA2039  STATE/COUNTY-  TN/JEFFERSON
 GA2039  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2039
 GA2039                         *CURRENT SURVEY CONTROL
 GA2039  ___________________________________________________________________
 GA2039* NAD 83(1995)-  36 03 34.21013(N)    083 24 22.32604(W)     ADJUSTED  
 GA2039* NAVD 88     -       429.744  (meters)    1409.92   (feet)  ADJUSTED  
 GA2039  ___________________________________________________________________
 GA2039  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 GA2039  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA2039  DYNAMIC HT  -         429.343 (meters)    1408.60  (feet)  COMP
 GA2039  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 GA2039
 GA2039  HORZ ORDER  -  SECOND
 GA2039  VERT ORDER  -  SECOND    CLASS 0
 GA2039
 GA2039.The horizontal coordinates were established by classical geodetic methods
 GA2039.and adjusted by the National Geodetic Survey in April 1999..
 GA2039
 GA2039.The orthometric height was determined by differential leveling
 GA2039.and adjusted by the National Geodetic Survey in June 1991..
 GA2039
 GA2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2039
 GA2039.The geoid height was determined by GEOID03.
 GA2039
 GA2039.The dynamic height is computed by dividing the NAVD 88
 GA2039.geopotential number by the normal gravity value computed on the
 GA2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2039.degrees latitude (g = 980.6199 gals.).
 GA2039
 GA2039.The modeled gravity was interpolated from observed gravity values.
 GA2039
 GA2039;                    North         East     Units Scale Factor Converg.
 GA2039;SPC TN       -   194,613.986   833,653.001   MT  0.99995612   +1 31 06.6
 GA2039;SPC TN       -   638,496.05  2,735,076.55   sFT  0.99995612   +1 31 06.6
 GA2039;UTM  17      - 3,993,227.816   283,278.063   MT  1.00017876   -1 25 00.8
 GA2039
 GA2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2039!SPC TN       -   0.99993741  x   0.99995612  =   0.99989353
 GA2039!UTM  17      -   0.99993741  x   1.00017876  =   1.00011616
 GA2039
 GA2039:                Primary Azimuth Mark                     Grid Az
 GA2039:SPC TN       -  T 237                                    059 19 12.5
 GA2039:UTM  17      -  T 237                                    062 15 19.9
 GA2039
 GA2039|---------------------------------------------------------------------|
 GA2039| PID    Reference Object                     Distance      Geod. Az  |
 GA2039|                                                           dddmmss.s |
 GA2039| GA2041 T 237                                              0605019.1 |
 GA2039| GA2040 MANIS RM 1                            9.558 METERS 19559     |
 GA2039| GA2038 MANIS RM 2                            8.120 METERS 31651     |
 GA2039|---------------------------------------------------------------------|
 GA2039
 GA2039                          SUPERSEDED SURVEY CONTROL
 GA2039
 GA2039  NAD 83(1995)-  36 03 34.21559(N)    083 24 22.32956(W) AD(       ) 2
 GA2039  NAD 83(1995)-  36 03 34.21737(N)    083 24 22.33143(W) AD(       ) 2
 GA2039  NAD 83(1995)-  36 03 34.21602(N)    083 24 22.33018(W) AD(       ) 2
 GA2039  NAD 83(1986)-  36 03 34.22017(N)    083 24 22.32930(W) AD(       ) 2
 GA2039  NAD 27      -  36 03 33.89300(N)    083 24 22.72240(W) AD(       ) 2
 GA2039  NGVD 29 (??/??/92)  429.897  (m)         1410.42   (f) ADJ UNCH    2 0
 GA2039
 GA2039.Superseded values are not recommended for survey control.
 GA2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2039.See file dsdata.txt to determine how the superseded data were derived.
 GA2039
 GA2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8327893228(NAD 83)
 GA2039_MARKER: DE = TRAVERSE STATION DISK
 GA2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2039_STAMPING: MANIS 1961
 GA2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2039+STABILITY: SURFACE MOTION
 GA2039
 GA2039  HISTORY     - Date     Condition        Report By
 GA2039  HISTORY     - 1961     MONUMENTED       CGS
 GA2039  HISTORY     - 1969     GOOD             CGS
 GA2039  HISTORY     - 1969     GOOD             NGS
 GA2039  HISTORY     - 1980     GOOD             NGS
 GA2039  HISTORY     - 1980     GOOD             NGS
 GA2039
 GA2039                          STATION DESCRIPTION
 GA2039
 GA2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2039'THE STATION IS LOCATED ON THE PROPERTY OF MRS. OLLIE MANIS, ABOUT 3
 GA2039'1/2 MILES NORTH OF
 GA2039'DANDRIDGE.
 GA2039'
 GA2039'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION OF U.S.
 GA2039'HIGHWAY 70 AND STATE
 GA2039'HIGHWAY 92 IN DANDRIDGE, GO EAST ON U.S.  HIGHWAY 70 FOR
 GA2039'0.9 MILE TO THE JUNCTION OF
 GA2039'STATE HIGHWAY 66, TURN LEFT, NORTH ON
 GA2039'STATE HIGHWAY 66 AND GO 2.45 MILES TO CHESTNUT
 GA2039'GROVE ROAD* ON THE
 GA2039'LEFT, TURN LEFT AND GO 0.45 MILE TO A FARM LANE ON THE RIGHT,
 GA2039'TURN RIGHT AND
 GA2039'GO 0.1 MILE TO THE RESIDENCE OF MRS.  OLLIE MANIS AND THE
 GA2039'STATION AS DESCRIBED.
 GA2039'
 GA2039'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED MANIS 1961, SET
 GA2039'IN A SQUARE CONCRETE
 GA2039'MONUMENT WHICH IS FLUSH.  IT IS 83 FEET NORTH OF THE
 GA2039'SOUTHEAST CORNER OF THE HOUSE,
 GA2039'28.7 FEET SOUTH OF THE SOUTHEAST
 GA2039'CORNER OF A SMALL WOOD FRAME BUILDING, 26.5 FEET
 GA2039'SOUTHEAST OF THE
 GA2039'SOUTHWEST CORNER OF A SMALL WOOD FRAME BUILDING AND 6 FEET SOUTH OF
 GA2039'A WIRE FENCE.
 GA2039'
 GA2039'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MANIS NO 1 1961,
 GA2039'CEMENTED IN A DRILLED HOLE
 GA2039'IN A RECTANGULAR SHAPED BLOCK OF CONCRETE WHICH PROJECTS
 GA2039'4 INCHES.  IT IS 54 FEET NORTH
 GA2039'OF THE SOUTHEAST CORNER OF A HOUSE, 36
 GA2039'FEET EAST OF THE NORTHEAST CORNER OF A HOUSE AND
 GA2039'ABOUT 1 FOOT HIGHER
 GA2039'THAN THE STATION MARK.
 GA2039'
 GA2039'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MANIS NO 2 1961, SET
 GA2039'IN A SQUARE CONCRETE
 GA2039'MONUMENT WHICH IS FLUSH.  IT IS 20 FEET NORTH OF A
 GA2039'WIRE FENCE AND 1 FOOT SOUTHWEST OF
 GA2039'THE SOUTHWEST CORNER OF A SMALL
 GA2039'WOOD FRAME BUILDING.
 GA2039'
 GA2039'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GA2039'50.5 FEET.
 GA2039'
 GA2039'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK, STAMPED T
 GA2039'237, SET IN A SQUARE
 GA2039'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 142 FEET
 GA2039'NORTHWEST OF THE CENTER OF
 GA2039'INTERSTATE HIGHWAY 40, 27 FEET SOUTHEAST
 GA2039'OF THE CENTER OF STATE HIGHWAY 66 AND 2.0
 GA2039'FEET NORTHEAST OF A WITNESS
 GA2039'SIGN.
 GA2039'
 GA2039'*TO REACH THE AZIMUTH MARK FROM CHESTNUT GROVE ROAD, CONTINUE
 GA2039'NORTHERLY ON STATE
 GA2039'HIGHWAY 66 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 GA2039'DESCRIBED.
 GA2039'
 GA2039'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GA2039
 GA2039                          STATION RECOVERY (1969)
 GA2039
 GA2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GA2039'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GA2039'THE STATION WAS
 GA2039'OCCUPIED AND THE HORIZONTAL ANGLES BETWEEN THE
 GA2039'AZIMUTH MARK AND THE REFERENCE
 GA2039'MARKS OBSERVED, AND CHECKED THE
 GA2039'ORIGINAL OBSERVATIONS WELL WITHIN THE REQUIRED
 GA2039'LIMITS.  THE
 GA2039'HORIZONTAL DISTANES BETWEEN THE STATION AND THE REFERENCE MARKS,
 GA2039'AND BETWEEN THE
 GA2039'REFERENCE MARKS WERE CHECKED AND VERIFIED.
 GA2039'
 GA2039'DUE TO CHANGES IN THE ROADS IN THE AREA, THE ORIGINAL STATION
 GA2039'TO-REACH WAS NO
 GA2039'LONGER ADEQUATE, AND THE PROPERTY HAS CHANGED
 GA2039'OWNERSHIP.
 GA2039'
 GA2039'FOLLOWING IS A NEW AND MORE UP-TO-DATE DESCRIPTION.
 GA2039'
 GA2039'THE STATION IS LOCATED ON THE PROPERTY OF MR. LEONARD PATTERSON ABOUT
 GA2039'3-1/2 MILES NORTH
 GA2039'OF DANDRIDGE, AND IN THE BACK YARD OF A LARGE
 GA2039'DWELLING HOUSE.
 GA2039'
 GA2039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25W AND 70
 GA2039'AND STATE ROUTES
 GA2039'66 AND 92 JUST NORTHWEST OF THE JEFFERSON COUNTY
 GA2039'COURTHOUSE IN DANDRIDGE, GO
 GA2039'NORTHEASTERLY ON U.S.  HIGHWAYS 25W AND
 GA2039'70 AND STATE ROUTE 66 FOR 0.9 OF A MILE TO
 GA2039'WHERE STATE ROUTE 66 BEARS
 GA2039'SHARP LEFT.  HERE TURN LEFT AND GO NORTHERLY ON STATE ROUTE
 GA2039'66 FOR 1.6
 GA2039'MILES TO WHERE STATE ROUTE 66 BEARS RIGHT AND NEW CHESTNUT GROVE
 GA2039'ROAD CONTINUES
 GA2039'STRAIGHT AHEAD.  * HERE CONTINUE STRAIGHT AHEAD NORTH
 GA2039'AND NORTHWESTERLY FOR 1.5 MILES
 GA2039'ALONG CHESTNUT GROVE ROAD TO AN OILED
 GA2039'T CROSSROAD, TURN RIGHT AND GO NORTHEASTERLY ON
 GA2039'THE OILED ROAD FOR
 GA2039'0.1 OF A MILE TO A GRAVELED T ROAD RIGHT.  HERE TURN RIGHT ON THE
 GA2039'GRAVELED ROAD
 GA2039'AND GO EAST-SOUTHEASTERLY FOR 0.6 OF A MILE TO A
 GA2039'GRAVELED FARM DRIVE ON THE LEFT,
 GA2039'TURN LEFT ON THE FARM DRIVE AND GO
 GA2039'NORTHEASTERLY FOR 0.1 OF A MILE TO THE LEONARD
 GA2039'PATTERSON FARM
 GA2039'BUILDINGS ON THE LEFT AND THE STATION IN BACK OF HOUSE AS
 GA2039'DESCRIBED.
 GA2039'
 GA2039'THE STATION IS 83 FEET NORTH OF THE NORTHEAST CORNER OF THE MAIN
 GA2039'SECTION OF A LARGE
 GA2039'L SHAPED FRAME HOUSE, 28.7 FEET SOUTH OF THE
 GA2039'SOUTHEAST CORNER OF A SMALL WOODEN
 GA2039'BUILDING, 26.5 FEET SOUTHEAST OF
 GA2039'THE SOUTHWEST CORNER OF THE SMALL WOODEN BUILDING, 6
 GA2039'FEET SOUTH OF A
 GA2039'WIRE FENCE AND GRAPE TRELLIS, AND IN A SMALL TENDED AREA OF LAWN NEAR
 GA2039'THE NORTHWEST
 GA2039'CORNER OF A GARDEN PLOT.  IT IS A STANDARD DISK SET IN
 GA2039'THE TOP OF A 10-INCH, SQUARE,
 GA2039'FLUSH, CONCRETE MONUMENT AND THE DISK
 GA2039'IS STAMPED MANIS 1961.
 GA2039'
 GA2039'REFERENCE MARK NO. 1 IS 54 FEET NORTH OF THE NORTHEAST CORNER OF THE
 GA2039'MAIN SECTION OF
 GA2039'THE HOUSE, 36 FEET EAST OF THE NORTHEAST CORNER OF
 GA2039'THE NORTH ELL OF THE HOUSE AND IN
 GA2039'A TENDED AREA.  IT IS A STANDARD
 GA2039'DISK CEMENTED IN A DRILL HOLE IN A RECTANGULAR
 GA2039'SHAPED BLOCK OF
 GA2039'CONCRETE THAT PROJECTS 4 INCHES ABOVE THE SURFACE AND THE DISK IS
 GA2039'STAMPED MANIS
 GA2039'NO 1 1961.
 GA2039'
 GA2039'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE WIRE FENCE AND GRAPE
 GA2039'TRELLIS AND 1.0
 GA2039'FOOT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GA2039'SMALL WOODEN BUILDING.  IT IS A
 GA2039'STANDARD DISK SET IN THE TOP OF A
 GA2039'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2039'DISK IS STAMPED
 GA2039'MANIS NO 2 1961.
 GA2039'
 GA2039'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GA2039'REFERENCE MARK NO.
 GA2039'2 IS 50.50 FEET-15.391 METERS.
 GA2039'
 GA2039'THE AZIMUTH MARK (BM T 237 1961) IS ALONG THE NORTHWEST SIDE OF
 GA2039'INTERSTATE ROUTE
 GA2039'40 ABOUT 1.0 MILE EAST-NORTHEAST OF THE STATION, 142
 GA2039'FEET NORTHWEST OF THE APPROXIMATE
 GA2039'CENTER OF THE MEDIAN OF INTERSTATE
 GA2039'40, 27 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GA2039'STATE ROUTE 66,
 GA2039'AND 2.0 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GA2039'STANDARD BENCH
 GA2039'MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GA2039'CONCRETE MONUMENT THAT PROJECTS 5
 GA2039'INCHES AND THE DISK IS STAMPED T
 GA2039'237 1961.
 GA2039'
 GA2039'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 66 AND
 GA2039'THE NEW CHESTNUT
 GA2039'GROVE ROAD IN THE STATION TO-REACH, GO
 GA2039'NORTHEASTERLY ON STATE ROUTE 66 FOR
 GA2039'2.5 MILES TO BENCH MARK T 237 ON
 GA2039'THE RIGHT.
 GA2039'
 GA2039'NOTE- ALL MARKS AT THIS STATION ARE BENCH MARKS.  DUE TO ALL THE
 GA2039'MARKS AT THE
 GA2039'STATION SITE BEING IN A TENDED AREA, NO METAL WITNESS
 GA2039'POSTS WERE SET.
 GA2039
 GA2039                          STATION RECOVERY (1969)
 GA2039
 GA2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GA2039'3.5 MI N FROM DANDRIDGE.
 GA2039'THIS MARK WAS RECOVERED IN GOOD CONDITION.  TO REACH FROM THE
 GA2039'JUNCTION OF U.S. HIGHWAYS 25W AND 70 AND STATE ROUTES 66 AND 92
 GA2039'JUST NORTHWEST OF THE JEFFERSON COUNTY COURTHOUSE IN DANDRIDGE,
 GA2039'GO NORTHEAST ON U.S. HIGHWAYS 25W AND 70 AND STATE ROUTE 66 FOR
 GA2039'0.9 OF A MILE TO WHERE STATE ROUTE 66 BEARS SHARP LEFT, THENCE
 GA2039'LEFT, NORTHERLY ON STATE ROUTE 66 FOR 1.6 MILES TO WHERE STATE
 GA2039'ROUTE 66 BEARS RIGHT AND NEW CHESTNUT ROAD CONTINUES, CONTINUE
 GA2039'NORTH AND NORTHWESTERLY ON CHESTNUT ROAD FOR 1.5 MILES TO AN
 GA2039'OILED T CROSSROAD, THENCE RIGHT, NORTHEASTERLY ON THE OILED ROAD
 GA2039'FOR 0.1 OF A MILE TO A GRAVELED T ROAD RIGHT, THENCE RIGHT,
 GA2039'EAST-SOUTHEASTERLY ALONG THE GRAVELED ROAD FOR 0.6 OF A MILE TO
 GA2039'A FARM DRIVEWAY ON THE LEFT, THENCE LEFT, NORTHEASTERLY ALONG THE
 GA2039'FARM DRIVE FOR 0.1 OF A MILE TO THE LEONARD PATTERSON FARM
 GA2039'BUILDINGS ON THE LEFT AND THE STATION IN BACK YARD.  IT IS 83 FEET
 GA2039'NORTH OF THE NORTHEAST CORNER OF THE EAST ELL OF A LARGE FRAME
 GA2039'HOUSE, 31.36 FEET NORTH-NORTHEAST OF MANIS R.M. 1, 28.7 FEET SOUTH
 GA2039'OF THE SOUTHEAST CORNER OF A SMALL WOODEN BUILDING, 26.64 FEET
 GA2039'SOUTHEAST OF MANIS R.M. 2, 26.5 FEET SOUTHEAST OF THE SOUTHWEST
 GA2039'CORNER OF THE SMALL BUILDING, 6 FEET SOUTH OF A WIRE FENCE AND
 GA2039'GRAPE TRELLIS, AND IN LAWN AREA NEAR NORTHWEST CORNER OF GARDEN
 GA2039'PLOT.  A TRAVERSE DISK SET IN A 10-INCH, SQUARE, FLUSH, CONCRETE
 GA2039'MONUMENT.
 GA2039
 GA2039                          STATION RECOVERY (1980)
 GA2039
 GA2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2039'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  2 IRON
 GA2039'PINS WERE DRIVEN INTO THE GROUND AT EACH MARK.
 GA2039
 GA2039                          STATION RECOVERY (1980)
 GA2039
 GA2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2040 ***********************************************************************
 GA2040  DESIGNATION -  MANIS RM 1
 GA2040  PID         -  GA2040
 GA2040  STATE/COUNTY-  TN/JEFFERSON
 GA2040  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2040
 GA2040                         *CURRENT SURVEY CONTROL
 GA2040  ___________________________________________________________________
 GA2040* NAD 83(1986)-  36 03 33.     (N)    083 24 22.     (W)     SCALED    
 GA2040* NAVD 88     -       430.193  (meters)    1411.39   (feet)  ADJUSTED  
 GA2040  ___________________________________________________________________
 GA2040  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA2040  DYNAMIC HT  -         429.792 (meters)    1410.08  (feet)  COMP
 GA2040  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 GA2040
 GA2040  VERT ORDER  -  SECOND    CLASS 0
 GA2040
 GA2040.The horizontal coordinates were scaled from a topographic map and have
 GA2040.an estimated accuracy of +/- 6 seconds.
 GA2040
 GA2040.The orthometric height was determined by differential leveling
 GA2040.and adjusted by the National Geodetic Survey in June 1991..
 GA2040
 GA2040.The geoid height was determined by GEOID03.
 GA2040
 GA2040.The dynamic height is computed by dividing the NAVD 88
 GA2040.geopotential number by the normal gravity value computed on the
 GA2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2040.degrees latitude (g = 980.6199 gals.).
 GA2040
 GA2040.The modeled gravity was interpolated from observed gravity values.
 GA2040
 GA2040;                    North         East    Units  Estimated Accuracy
 GA2040;SPC TN       -   194,580.      833,660.      MT  (+/- 180 meters Scaled)
 GA2040
 GA2040                          SUPERSEDED SURVEY CONTROL
 GA2040
 GA2040  NGVD 29 (??/??/92)  430.347  (m)         1411.90   (f) ADJ UNCH    2 0
 GA2040
 GA2040.Superseded values are not recommended for survey control.
 GA2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2040.See file dsdata.txt to determine how the superseded data were derived.
 GA2040
 GA2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV832931(NAD 83)
 GA2040_MARKER: DR = REFERENCE MARK DISK
 GA2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2040_STAMPING: MANIS NO 1 1961
 GA2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2040+STABILITY: SURFACE MOTION
 GA2040
 GA2040  HISTORY     - Date     Condition        Report By
 GA2040  HISTORY     - 1961     MONUMENTED       CGS
 GA2040  HISTORY     - 1969     GOOD             NGS
 GA2040  HISTORY     - 1980     GOOD             NGS
 GA2040
 GA2040                          STATION DESCRIPTION
 GA2040
 GA2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2040'3.5 MI N FROM DANDRIDGE.
 GA2040'THIS MARK RECOVERED IN GOOD CONDITION.  THE MARK IS AT THE MANIS
 GA2040'1961 TRAVERSE STATION SITE, 54 FEET NORTH OF THE NORTHEAST CORNER
 GA2040'OF THE EAST ELL OF A LARGE FRAME HOUSE, 50.50 FEET SOUTH OF MANIS
 GA2040'R.M. 2, 36 FEET EAST OF THE NORTHEAST CORNER OF THE NORTH ELL OF
 GA2040'THE HOUSE, 31.36 FEET SOUTH-SOUTHWEST OF MANIS 1961, AND IN A
 GA2040'TENDED AREA.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 GA2040'DRILL HOLE IN A RECTANGULAR SHAPED BLOCK OF CONCRETE THAT PROJECTS
 GA2040'4 INCHES ABOVE THE SURFACE AND THE DISK IS STAMPED MANIS NO 1 1961.
 GA2040'NOTE-- DUE TO THE MARKS LOCATION IN A TENDED YARD AREA, NO
 GA2040'WITNESS POST WAS SET.  NOTE-- SEE DESCRIPTION FOR MANIS.
 GA2040
 GA2040                          STATION RECOVERY (1980)
 GA2040
 GA2040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2038 ***********************************************************************
 GA2038  DESIGNATION -  MANIS RM 2
 GA2038  PID         -  GA2038
 GA2038  STATE/COUNTY-  TN/JEFFERSON
 GA2038  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2038
 GA2038                         *CURRENT SURVEY CONTROL
 GA2038  ___________________________________________________________________
 GA2038* NAD 83(1986)-  36 03 33.     (N)    083 24 22.     (W)     SCALED    
 GA2038* NAVD 88     -       429.548  (meters)    1409.28   (feet)  ADJUSTED  
 GA2038  ___________________________________________________________________
 GA2038  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA2038  DYNAMIC HT  -         429.147 (meters)    1407.96  (feet)  COMP
 GA2038  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 GA2038
 GA2038  VERT ORDER  -  SECOND    CLASS 0
 GA2038
 GA2038.The horizontal coordinates were scaled from a topographic map and have
 GA2038.an estimated accuracy of +/- 6 seconds.
 GA2038
 GA2038.The orthometric height was determined by differential leveling
 GA2038.and adjusted by the National Geodetic Survey in June 1991..
 GA2038
 GA2038.The geoid height was determined by GEOID03.
 GA2038
 GA2038.The dynamic height is computed by dividing the NAVD 88
 GA2038.geopotential number by the normal gravity value computed on the
 GA2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2038.degrees latitude (g = 980.6199 gals.).
 GA2038
 GA2038.The modeled gravity was interpolated from observed gravity values.
 GA2038
 GA2038;                    North         East    Units  Estimated Accuracy
 GA2038;SPC TN       -   194,580.      833,660.      MT  (+/- 180 meters Scaled)
 GA2038
 GA2038                          SUPERSEDED SURVEY CONTROL
 GA2038
 GA2038  NGVD 29 (??/??/92)  429.702  (m)         1409.78   (f) ADJ UNCH    2 0
 GA2038
 GA2038.Superseded values are not recommended for survey control.
 GA2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2038.See file dsdata.txt to determine how the superseded data were derived.
 GA2038
 GA2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV832931(NAD 83)
 GA2038_MARKER: DR = REFERENCE MARK DISK
 GA2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2038_STAMPING: MANIS NO 2 1961
 GA2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2038+STABILITY: SURFACE MOTION
 GA2038
 GA2038  HISTORY     - Date     Condition        Report By
 GA2038  HISTORY     - 1961     MONUMENTED       CGS
 GA2038  HISTORY     - 1969     GOOD             NGS
 GA2038  HISTORY     - 1980     GOOD             NGS
 GA2038
 GA2038                          STATION DESCRIPTION
 GA2038
 GA2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2038'3.5 MI N FROM DANDRIDGE.
 GA2038'THE MARK IS AT THE MANIS 1961 TRAVERSE STATION SITE, 50.50 FEET
 GA2038'NORTH OF MANIS R.M. 1, 26.64 FEET NORTHWEST OF MANIS 1961, 20
 GA2038'FEET NORTH OF A WIRE FENCE AND GRAPE TRELLIS, AND 1.0 FOOT
 GA2038'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BUILDING.
 GA2038'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH,
 GA2038'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MANIS NO
 GA2038'2 1961.  NOTE-- DUE TO THE MARKS LOCATION IN A TENDED YARD AREA,
 GA2038'NO WITNESS POST WAS SET.  NOTE-- SEE DESCRIPTION FOR MANIS
 GA2038
 GA2038                          STATION RECOVERY (1980)
 GA2038
 GA2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1920 ***********************************************************************
 GC1920  DESIGNATION -  MANLY
 GC1920  PID         -  GC1920
 GC1920  STATE/COUNTY-  TN/WILLIAMSON
 GC1920  USGS QUAD   -  BELLEVUE (1983)
 GC1920
 GC1920                         *CURRENT SURVEY CONTROL
 GC1920  ___________________________________________________________________
 GC1920* NAD 83(1995)-  36 00 40.11793(N)    086 53 18.73660(W)     ADJUSTED  
 GC1920* NAVD 88     -       182.097  (meters)     597.43   (feet)  ADJUSTED  
 GC1920  ___________________________________________________________________
 GC1920  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GC1920  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1920  DYNAMIC HT  -         181.938 (meters)     596.91  (feet)  COMP
 GC1920  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 GC1920
 GC1920  HORZ ORDER  -  SECOND
 GC1920  VERT ORDER  -  SECOND    CLASS 0
 GC1920
 GC1920.The horizontal coordinates were established by classical geodetic methods
 GC1920.and adjusted by the National Geodetic Survey in April 1999..
 GC1920
 GC1920.The orthometric height was determined by differential leveling
 GC1920.and adjusted by the National Geodetic Survey in June 1991..
 GC1920
 GC1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1920
 GC1920.The geoid height was determined by GEOID03.
 GC1920
 GC1920.The dynamic height is computed by dividing the NAVD 88
 GC1920.geopotential number by the normal gravity value computed on the
 GC1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1920.degrees latitude (g = 980.6199 gals.).
 GC1920
 GC1920.The modeled gravity was interpolated from observed gravity values.
 GC1920
 GC1920;                    North         East     Units Scale Factor Converg.
 GC1920;SPC TN       -   186,515.503   519,902.267   MT  0.99995316   -0 31 12.7
 GC1920;SPC TN       -   611,926.28  1,705,712.69   sFT  0.99995316   -0 31 12.7
 GC1920;UTM  16      - 3,985,190.217   510,044.398   MT  0.99960124   +0 03 55.9
 GC1920
 GC1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1920!SPC TN       -   0.99997596  x   0.99995316  =   0.99992912
 GC1920!UTM  16      -   0.99997596  x   0.99960124  =   0.99957721
 GC1920
 GC1920:                Primary Azimuth Mark                     Grid Az
 GC1920:SPC TN       -  MANLY AZ MK                              161 56 25.2
 GC1920:UTM  16      -  MANLY AZ MK                              161 21 16.6
 GC1920
 GC1920|---------------------------------------------------------------------|
 GC1920| PID    Reference Object                     Distance      Geod. Az  |
 GC1920|                                                           dddmmss.s |
 GC1920| GC1918 MANLY AZ MK                                        1612512.5 |
 GC1920| GC1919 MANLY RM 1                           11.807 METERS 17154     |
 GC1920| GC1921 MANLY RM 2                           12.232 METERS 35211     |
 GC1920|---------------------------------------------------------------------|
 GC1920
 GC1920                          SUPERSEDED SURVEY CONTROL
 GC1920
 GC1920  NAD 83(1995)-  36 00 40.12061(N)    086 53 18.73852(W) AD(       ) 2
 GC1920  NAD 83(1995)-  36 00 40.12090(N)    086 53 18.73876(W) AD(       ) 2
 GC1920  NAD 83(1986)-  36 00 40.12865(N)    086 53 18.74008(W) AD(       ) 2
 GC1920  NAD 27      -  36 00 39.90490(N)    086 53 18.73100(W) AD(       ) 2
 GC1920  NGVD 29 (??/??/92)  182.107  (m)          597.46   (f) ADJ UNCH    2 0
 GC1920
 GC1920.Superseded values are not recommended for survey control.
 GC1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1920.See file dsdata.txt to determine how the superseded data were derived.
 GC1920
 GC1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1004485190(NAD 83)
 GC1920_MARKER: DD = SURVEY DISK
 GC1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1920
 GC1920  HISTORY     - Date     Condition        Report By
 GC1920  HISTORY     - 1963     MONUMENTED       TNHD
 GC1920
 GC1920                          STATION DESCRIPTION
 GC1920
 GC1920'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GC1920'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF FRANKLIN AND ON EAST
 GC1920'SIDE OF U.S. HIGHWAY 431.
 GC1920'
 GC1920'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN AND JUNCTION OF
 GC1920'U.S. HIGHWAY 31 AND 431, GO NORTH ON U.S.  HIGHWAY 431 FOR
 GC1920'6.0 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON U.S. HIGHWAY
 GC1920'431 FOR 0.6 MILE TO MANLY ROAD ON RIGHT AND THE STATION.
 GC1920'
 GC1920'THE STATION IS 39 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GC1920'431, 2.5 FEET WEST OF A WHITE WOODEN FENCE AND 2.1 FEET WEST OF A
 GC1920'WITNESS POST.  THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC1920'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE STAMPED MANLY 1963.  THE
 GC1920'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GC1920'DISK IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC1920'
 GC1920'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE APPROXIMATE CENTER OF
 GC1920'U.S. HIGHWAY 431, 21 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC1920'MANLY ROAD, 7 FEET NORTH OF A 30-INCH WALNUT TREE AND 2 FEET WEST OF
 GC1920'A WHITE WOODEN FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1920'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC1920'THE DISK IS STAMPED MANLY RM-1 1963.
 GC1920'
 GC1920'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE APPROXIMATE CENTER U.S.
 GC1920'HIGHWAY 431 AND 1.9 FEET WEST OF A WHITE WOODEN FENCE.  IT IS A
 GC1920'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC1920'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MANLY RM-2 1963.
 GC1920'
 GC1920'THE AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTER U.S.
 GC1920'HIGHWAY 431, 37 FEET NORTH OF THE APPROXIMATE CENTER OF HARPETH
 GC1920'HILLS ROAD, 2.6 FEET WEST OF UTILITY POLE NO. 185-1/2 AND 1.7 FEET
 GC1920'WEST OF A WITNESS POST.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1920'DEPARTMENT DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT AND THE
 GC1920'DISK IS STAMPED MANLY AZI 1963.
 GC1920'
 GC1920'ALL OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2238 ***********************************************************************
 FE2238  DESIGNATION -  MANN
 FE2238  PID         -  FE2238
 FE2238  STATE/COUNTY-  TN/CARROLL
 FE2238  USGS QUAD   -  PALMER SHELTER (1973)
 FE2238
 FE2238                         *CURRENT SURVEY CONTROL
 FE2238  ___________________________________________________________________
 FE2238* NAD 83(1995)-  35 56 18.89680(N)    088 24 26.49349(W)     ADJUSTED  
 FE2238* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 FE2238  ___________________________________________________________________
 FE2238  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FE2238  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FE2238
 FE2238  HORZ ORDER  -  SECOND
 FE2238
 FE2238.The horizontal coordinates were established by classical geodetic methods
 FE2238.and adjusted by the National Geodetic Survey in April 1999..
 FE2238
 FE2238.The orthometric height was scaled from a topographic map.
 FE2238
 FE2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2238
 FE2238.The geoid height was determined by GEOID03.
 FE2238
 FE2238;                    North         East     Units Scale Factor Converg.
 FE2238;SPC TN       -   180,772.361   382,808.182   MT  0.99995006   -1 24 33.7
 FE2238;SPC TN       -   593,083.99  1,255,929.84   sFT  0.99995006   -1 24 33.7
 FE2238;UTM  16      - 3,978,051.536   373,055.767   MT  0.99979857   -0 49 34.0
 FE2238
 FE2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2238!SPC TN       -   0.99997902  x   0.99995006  =   0.99992908
 FE2238!UTM  16      -   0.99997902  x   0.99979857  =   0.99977760
 FE2238
 FE2238|---------------------------------------------------------------------|
 FE2238| PID    Reference Object                     Distance      Geod. Az  |
 FE2238|                                                           dddmmss.s |
 FE2238| CG4493 MANN RM 2                            32.693 METERS 07426     |
 FE2238| CG4494 MANN RM 3                            33.955 METERS 08226     |
 FE2238| CG4491 MANN AZ MK                                         1525913.0 |
 FE2238| FE2237 LEACH LOT                           APPROX. 7.2 KM 2464506.5 |
 FE2238| FE2236 HUNTINGDON RAD STA KIC 359 MST      APPROX. 6.8 KM 3391534.7 |
 FE2238| GD1483 HUNTINGDON MUNICIPAL TANK           APPROX. 7.3 KM 3475431.3 |
 FE2238| CG4492 MANN RM 1                            33.013 METERS 35758     |
 FE2238|---------------------------------------------------------------------|
 FE2238
 FE2238                          SUPERSEDED SURVEY CONTROL
 FE2238
 FE2238  NAD 83(1995)-  35 56 18.89910(N)    088 24 26.49983(W) AD(       ) 2
 FE2238  NAD 83(1986)-  35 56 18.90728(N)    088 24 26.49363(W) AD(       ) 2
 FE2238  NAD 27      -  35 56 18.68400(N)    088 24 26.31400(W) AD(       ) 2
 FE2238
 FE2238.Superseded values are not recommended for survey control.
 FE2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2238.See file dsdata.txt to determine how the superseded data were derived.
 FE2238
 FE2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE7305678052(NAD 83)
 FE2238_MARKER: DS = TRIANGULATION STATION DISK
 FE2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2238
 FE2238  HISTORY     - Date     Condition        Report By
 FE2238  HISTORY     - 1934     MONUMENTED       CGS
 FE2238  HISTORY     - 1958     GOOD             CGS
 FE2238  HISTORY     - 1972     GOOD             TVA
 FE2238
 FE2238                          STATION DESCRIPTION
 FE2238
 FE2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FE2238'ABOUT 5 MILES SOUTH OF HUNTINGDON, ON HIGH HILL, IN PEACH ORCHARD,
 FE2238'ABOUT 200 YARDS WEST OF ROUTE 22, ON PROPERTY OWNED BY M. A. WEAVER
 FE2238'AND TENANTED BY ARTHUR MANN, AND ABOUT 50 YARDS BACK OF (SOUTHWEST
 FE2238'OF) HOUSE. TO REACH FROM COURTHOUSE IN HUNTINGDON, GO SOUTH 4.5
 FE2238'MILES ON ROUTE 22, THENCE TO RIGHT ALONG DIM FARM ROAD TO HOME OF MR.
 FE2238'MANN AND STATION SITE. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FE2238'STATION DISKS IN CONCRETE. REFERENCE AND AZIMUTH
 FE2238'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. NO. 1 IS
 FE2238'SLIGHTLY LOWER IN ELEVATION THAN AND 108.6 FEET
 FE2238'(SLOPE DISTANCE) FROM STATION. NO. 2 (NOT
 FE2238'NUMBERED) IS 107.26 FEET FROM STATION.
 FE2238'AZIMUTH MARK IS IN FRONT YARD OF CLAUDE DAVIS, 27 FEET WEST OF CENTER
 FE2238'LINE OF ROUTE 22, ABOUT 4 FEET NORTH OF FENCE CORNER, AND ABOUT
 FE2238'0.25 MILE FROM STATION. BEARING FROM
 FE2238'STATION TO NORTHWEST CHIMNEY OF HOUSE ON WEST SIDE OF ROAD AND
 FE2238'SURROUNDED BY THREE SHEDS, DISTANT 0.5 MILE, S 18 DEG 03 MIN E..
 FE2238
 FE2238                          STATION RECOVERY (1958)
 FE2238
 FE2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2238'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 FE2238'FOUND IN GOOD CONDITION. REFERENCE MARK 2 WAS KNOCKED OUT BY
 FE2238'CULTIVATION AND A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 FE2238'
 FE2238'THE STATION IS NOW ON PROPERTY OWNED BY MR. A. MANN. IT IS 184 FEET
 FE2238'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE INSTEAD OF 50
 FE2238'YARDS AS MENTIONED IN THE 1934 DESCRIPTION, 9 FEET SOUTHEAST OF A
 FE2238'WHITE WITNESS POST AND 6 FEET SOUTH OF A FENCE. THE MONUMENT
 FE2238'PROJECTS 6 INCHES AND THE DISK IS STAMPED MANN 1934.
 FE2238'
 FE2238'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 AND THE AZIMUTH MARK
 FE2238'CHECKED. IN 1934 A SLOPE MEASUREMENT TO REFERENCE MARK 1 WAS USED.
 FE2238'THE MEASUREMENT CHECKED BUT AT THIS TIME A HORIZONAL MEASUREMENT WAS
 FE2238'MADE.
 FE2238'
 FE2238'REFERENCE MARK 1 IS 100 FEET NORTH OF THE WHITE WITNESS POST AND 1
 FE2238'FOOT SOUTH OF A FENCE. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 FE2238'STAMPED MANN NO 1 1934.
 FE2238'
 FE2238'REFERENCE MARK 3 IS 22 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 FE2238'SHED, 18 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF A
 FE2238'FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MANN NO
 FE2238'3 1958.
 FE2238'
 FE2238'THE AZIMUTH MARK IS STILL 27 FEET WEST OF THE CENTERLINE OF STATE
 FE2238'HIGHWAY 22 AND 4 FEET NORTH OF THE FENCE CORNER. IT IS ALSO 78 FEET
 FE2238'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. CLAUDE DAVISS HOUSE AND 4
 FE2238'FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 6
 FE2238'INCHES AND THE DISK IS STAMPED MANN 1958.
 FE2238'
 FE2238'THE TO REACH TO THE STATION AND AZIMUTH MARK ARE ADEQUATE.
 FE2238'
 FE2238'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 FE2238
 FE2238                          STATION RECOVERY (1972)
 FE2238
 FE2238'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 FE2238'CONDITION OF POINT WHEN FOUND GOOD.
 FE2238'
 FE2238'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MANN 1934.
 FE2238'
 FE2238'DESCRIPTION IS GOOD.
 FE2238'
 FE2238'TVA POST AND SIGN SET.
 FE2238'
 FE2238'MANN AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE2238'
 FE2238'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MANN 1934
 FE2238'(AZIMUTH).
 FE2238'
 FE2238'STATION IS 26 FT WEST OF CENTERLINE HWY. 22.
 FE2238'10.9 N FROM A FENCE CORNER.
 FE2238'9.0 N 15 E FROM POWER POLE NO. 103.
 FE2238'
 FE2238'MANN RM 1-OF POINT WHEN FOUND GOOD.
 FE2238'
 FE2238'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MANN NO. 1 1934.
 FE2238'
 FE2238'DESCRIPTION IS GOOD.
 FE2238'
 FE2238'MANN RM 3-CONDITION OF POINT WHEN FOUND GOOD.
 FE2238'
 FE2238'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MANN NO. 3 1934.
 FE2238'
 FE2238'DESCRIPTION IS GOOD.
 FE2238'
 FE2238'DISTANCE AND DIRECTION FROM NEAREST TOWN 5 MILES S OF HUNTINGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2217 ***********************************************************************
 FE2217  DESIGNATION -  MAPLE
 FE2217  PID         -  FE2217
 FE2217  STATE/COUNTY-  TN/CARROLL
 FE2217  USGS QUAD   -  HOLLADAY (1987)
 FE2217
 FE2217                         *CURRENT SURVEY CONTROL
 FE2217  ___________________________________________________________________
 FE2217* NAD 83(1995)-  35 51 20.29417(N)    088 14 16.18172(W)     ADJUSTED  
 FE2217* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 FE2217  ___________________________________________________________________
 FE2217  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE2217  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2217
 FE2217  HORZ ORDER  -  SECOND
 FE2217
 FE2217.The horizontal coordinates were established by classical geodetic methods
 FE2217.and adjusted by the National Geodetic Survey in April 1999..
 FE2217
 FE2217.The orthometric height was scaled from a topographic map.
 FE2217
 FE2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2217
 FE2217.The geoid height was determined by GEOID03.
 FE2217
 FE2217;                    North         East     Units Scale Factor Converg.
 FE2217;SPC TN       -   171,208.896   397,890.083   MT  0.99994847   -1 18 36.4
 FE2217;SPC TN       -   561,707.85  1,305,411.05   sFT  0.99994847   -1 18 36.4
 FE2217;UTM  16      - 3,968,643.961   388,231.755   MT  0.99975393   -0 43 30.5
 FE2217
 FE2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2217!SPC TN       -   0.99997054  x   0.99994847  =   0.99991901
 FE2217!UTM  16      -   0.99997054  x   0.99975393  =   0.99972448
 FE2217
 FE2217:                Primary Azimuth Mark                     Grid Az
 FE2217:SPC TN       -  RUSSELL FIELD LOT WT 1                   070 23 11.9
 FE2217:UTM  16      -  RUSSELL FIELD LOT WT 1                   069 48 06.0
 FE2217
 FE2217|---------------------------------------------------------------------|
 FE2217| PID    Reference Object                     Distance      Geod. Az  |
 FE2217|                                                           dddmmss.s |
 FE2217| FE2214 RUSSELL FIELD LOT WT 1              APPROX.19.2 KM 0690435.5 |
 FE2217| CG4498 MAPLE RM 1                           27.913 METERS 13049     |
 FE2217| FE2216 MAPLE CREEK LOT                       9.540 METERS 16318     |
 FE2217| FE2228 NATCHEZ STATE PARK LOT WT 21        APPROX.10.5 KM 1995715.5 |
 FE2217| FE2229 NATCHEZ                             APPROX. 8.6 KM 2031453.8 |
 FE2217| CG4499 MAPLE RM 2                           21.821 METERS 21208     |
 FE2217| CG4500 MAPLE RM 3                           27.036 METERS 26604     |
 FE2217|---------------------------------------------------------------------|
 FE2217
 FE2217                          SUPERSEDED SURVEY CONTROL
 FE2217
 FE2217  NAD 83(1995)-  35 51 20.29612(N)    088 14 16.18775(W) AD(       ) 2
 FE2217  NAD 83(1986)-  35 51 20.30424(N)    088 14 16.18232(W) AD(       ) 2
 FE2217  NAD 27      -  35 51 20.07560(N)    088 14 16.02870(W) AD(       ) 2
 FE2217
 FE2217.Superseded values are not recommended for survey control.
 FE2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2217.See file dsdata.txt to determine how the superseded data were derived.
 FE2217
 FE2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8823268644(NAD 83)
 FE2217_MARKER: DS = TRIANGULATION STATION DISK
 FE2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2217
 FE2217  HISTORY     - Date     Condition        Report By
 FE2217  HISTORY     - 1959     MONUMENTED       CGS
 FE2217  HISTORY     - 1972     GOOD             TVA
 FE2217
 FE2217                          STATION DESCRIPTION
 FE2217
 FE2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2217'THE STATION IS LOCATED IN THE NATCHEZ TRACE STATE FOREST, ABOUT 16
 FE2217'MILES SOUTH-SOUTHWEST OF CAMDEN, ABOUT 12 MILES SOUTH OF
 FE2217'BRUCETON, ABOUT 1 MILE SOUTHEAST OF A DAM AT MAPLE LAKE, 45 FEET
 FE2217'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING, 23 FEET
 FE2217'NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 4 FEET SOUTH OF A
 FE2217'WITNESS SIGN. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FE2217'AND THE DISK IS STAMPED MAPLE 1959.
 FE2217'
 FE2217'TO REACH THE STATION FROM THE POST OFFICE IN CAMDEN, GO SOUTH ON
 FE2217'STATE HIGHWAY NO. 69 FOR 1.35 MILES TO A SIGN NATCHEZ TRACE STATE
 FE2217'PARK 25 MILES AND A SIDE ROAD ON THE RIGHT JUST AFTER PASSING UNDER
 FE2217'AN OVERPASS. HERE TURN RIGHT AND GO SOUTHWEST ON A PAVED ROAD
 FE2217'FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK STRAIGHT AHEAD AND GO
 FE2217'SOUTHWEST FOR 8.8 MILES TO A SIGN NATCHEZ TRACE STATE PARK 16
 FE2217'MILES AND A SIDE ROAD ON THE LEFT. HERE TURN SHARP LEFT AND GO
 FE2217'SOUTHERLY FOR 2.35 MILES TO THE END OF THE PAVED ROAD AND A
 FE2217'FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 4.5 MILES TO A SIGN
 FE2217'WORLDS LARGEST PECAN TREE, CONTINUE SOUTHERLY ON THE GRAVELED ROAD
 FE2217'FOR 0.85 MILE TO A SIDE ROAD ON THE RIGHT, TURN SHARP RIGHT
 FE2217'AND GO ABOUT 100 YARDS TO A LOOKOUT TOWER AND THE STATION AS
 FE2217'DESCRIBED.
 FE2217'
 FE2217'REFERENCE MARK NO. 1 IS 59 FEET EAST OF THE SOUTHEAST LEG OF THE
 FE2217'LOOKOUT TOWER AND 35 FEET NORTH OF THE DRIVEWAY LEADING TO
 FE2217'THE LOOKOUT TOWER. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE2217'GROUND AND THE DISK IS STAMPED MAPLE NO 1 1959.
 FE2217'
 FE2217'REFERENCE MARK NO. 2 IS 47 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 FE2217'LOOKOUT TOWER, 24 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 FE2217'BUILDING AND 1 FOOT EAST OF A TELEPHONE POLE. THE MARK IS SET FLUSH
 FE2217'WITH THE SURFACE OF THE GROUND AND AND THE DISK IS STAMPED MAPLE NO 2
 FE2217'1959.
 FE2217'
 FE2217'REFERENCE MARK NO. 3 IS 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FE2217'A SMALL BUILDING AND IS ABOUT 4 FEET LOWER THAN THE STATION. THE MARK
 FE2217'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FE2217'MAPLE NO 3 1959.
 FE2217'
 FE2217'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND AND NONE WAS
 FE2217'ESTABLISHED.
 FE2217'
 FE2217'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF THE MAPLE
 FE2217'CREEK LOOKOUT TOWER. ONLY ONE POINTING WAS TAKEN FOR DIRECTION AS
 FE2217'THE TOWER WAS TO CLOSE FOR ACCURATE POINTINGS. THE LOOKOUT TOWER IS A
 FE2217'4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED CAB, IS GREY IN
 FE2217'COLOR AND HAS AN OVER-ALL HEIGHT OF ABOUT 50 FEET. THE TOP AND CENTER
 FE2217'OF THE CAB WAS THE POINT INTERSECTED.
 FE2217'
 FE2217'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FE2217
 FE2217                          STATION RECOVERY (1972)
 FE2217
 FE2217'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JEV)
 FE2217'CONDITION OF POINT WHEN FOUND GOOD.
 FE2217'
 FE2217'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MAPLE STATION MARK
 FE2217'1959 USC AND GS.
 FE2217'
 FE2217'SEE ORIGINAL DESCRIPTION.
 FE2217'
 FE2217'NOTE--NEWER TOWER HAS BEEN BUILT AND SHIFTED + OR - 25.0 FEET
 FE2217'WEST OF OLD TOWER.  CHANGE DESCRIPTION TO READ 19.0 FT. FROM
 FE2217'NORTH EAST LEG.  FIRE TOWER W.T. 13.
 FE2217'
 FE2217'COAST AND GEODETIC POST AND SIGN.
 FE2217'
 FE2217'MAPLE RM NO 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2217'
 FE2217'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MAPLE NO 1 1959
 FE2217'USC AND GS.
 FE2217'
 FE2217'CHANGE DESCRIPTION TO READ 73.0 FT FROM S.E. LEG OF TOWER.
 FE2217'
 FE2217'MAPLE RM NO 2-CONDITION OF POINT WHEN FOUND GOOD.
 FE2217'
 FE2217'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MAPLE NO 2 1959
 FE2217'USC AND GS.
 FE2217'
 FE2217'CHANGE DESCRIPTION TO REACH 27.0 FT. FROM S.W. LEG OF TOWER.
 FE2217'
 FE2217'MAPLE RM NO 3-CONDITION OF POINT WHEN FOUND GOOD.
 FE2217'
 FE2217'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MAPLE NO 3 1959
 FE2217'USC AND GS.
 FE2217'
 FE2217'DISTANCE AND DIRECTION FROM NEAREST TOWN 16.0 MI. S.W. OF CAMDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2216 ***********************************************************************
 FE2216  DESIGNATION -  MAPLE CREEK LOT
 FE2216  PID         -  FE2216
 FE2216  STATE/COUNTY-  TN/CARROLL
 FE2216  USGS QUAD   -  HOLLADAY (1987)
 FE2216
 FE2216                         *CURRENT SURVEY CONTROL
 FE2216  ___________________________________________________________________
 FE2216* NAD 83(1995)-  35 51 19.99771(N)    088 14 16.07246(W)     ADJUSTED  
 FE2216* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 FE2216  ___________________________________________________________________
 FE2216  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FE2216  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FE2216
 FE2216  HORZ ORDER  -  THIRD
 FE2216
 FE2216.The horizontal coordinates were established by classical geodetic methods
 FE2216.and adjusted by the National Geodetic Survey in April 1999..
 FE2216.No horizontal observational check was made to the station.
 FE2216
 FE2216.The orthometric height was scaled from a topographic map.
 FE2216
 FE2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2216
 FE2216.The geoid height was determined by GEOID03.
 FE2216
 FE2216;                    North         East     Units Scale Factor Converg.
 FE2216;SPC TN       -   171,199.699   397,892.615   MT  0.99994847   -1 18 36.3
 FE2216;SPC TN       -   561,677.68  1,305,419.35   sFT  0.99994847   -1 18 36.3
 FE2216;UTM  16      - 3,968,634.792   388,234.380   MT  0.99975392   -0 43 30.4
 FE2216
 FE2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2216!SPC TN       -   0.99997054  x   0.99994847  =   0.99991901
 FE2216!UTM  16      -   0.99997054  x   0.99975392  =   0.99972447
 FE2216
 FE2216                          SUPERSEDED SURVEY CONTROL
 FE2216
 FE2216  NAD 83(1995)-  35 51 19.99966(N)    088 14 16.07848(W) AD(       ) 4
 FE2216  NAD 83(1986)-  35 51 20.00777(N)    088 14 16.07305(W) AD(       ) 4
 FE2216  NAD 27      -  35 51 19.77900(N)    088 14 15.91900(W) AD(       ) 3
 FE2216
 FE2216.Superseded values are not recommended for survey control.
 FE2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2216.See file dsdata.txt to determine how the superseded data were derived.
 FE2216
 FE2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8823468635(NAD 83)
 FE2216_MARKER: 57 = LOOKOUT TOWER
 FE2216_MARK LOGO: CGS   
 FE2216
 FE2216  HISTORY     - Date     Condition        Report By
 FE2216  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2216
 FE2216                          STATION DESCRIPTION
 FE2216
 FE2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE2216'TO REACH THE STATION FROM THE POST OFFICE IN CAMDEN, GO SOUTH ON
 FE2216'STATE HIGHWAY NO. 69 FOR 1.35 MILES TO A SIGN NATCHEZ TRACE STATE
 FE2216'PARK 25 MILES AND A SIDE ROAD ON THE RIGHT JUST AFTER PASSING UNDER
 FE2216'AN OVERPASS. HERE TURN RIGHT AND GO SOUTHWEST ON A PAVED ROAD
 FE2216'FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK STRAIGHT AHEAD AND GO
 FE2216'SOUTHWEST FOR 8.8 MILES TO A SIGN NATCHEZ TRACE STATE PARK 16
 FE2216'MILES AND A SIDE ROAD ON THE LEFT. HERE TURN SHARP LEFT AND GO
 FE2216'SOUTHERLY FOR 2.35 MILES TO THE END OF THE PAVED ROAD AND A
 FE2216'FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 4.5 MILES TO A SIGN
 FE2216'WORLDS LARGEST PECAN TREE, CONTINUE SOUTHERLY ON THE GRAVELED ROAD
 FE2216'FOR 0.85 MILE TO A SIDE ROAD ON THE RIGHT, TURN SHARP RIGHT
 FE2216'AND GO ABOUT 100 YARDS TO A LOOKOUT TOWER.
 FE2216'THE LOOKOUT TOWER IS A
 FE2216'4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED CAB, IS GREY IN
 FE2216'COLOR AND HAS AN OVER-ALL HEIGHT OF ABOUT 50 FEET. THE TOP AND CENTER
 FE2216'OF THE CAB WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2559 ***********************************************************************
 GB2559  DESIGNATION -  MAPLES
 GB2559  PID         -  GB2559
 GB2559  STATE/COUNTY-  TN/ANDERSON
 GB2559  USGS QUAD   -  LAKE CITY (1973)
 GB2559
 GB2559                         *CURRENT SURVEY CONTROL
 GB2559  ___________________________________________________________________
 GB2559* NAD 83(1995)-  36 12 21.18258(N)    084 07 44.12561(W)     ADJUSTED  
 GB2559* NAVD 88     -       354.0    (meters)    1161.     (feet)  VERTCON   
 GB2559  ___________________________________________________________________
 GB2559  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 GB2559  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GB2559
 GB2559  HORZ ORDER  -  SECOND
 GB2559
 GB2559.The horizontal coordinates were established by classical geodetic methods
 GB2559.and adjusted by the National Geodetic Survey in April 1999..
 GB2559
 GB2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2559
 GB2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2559
 GB2559.The geoid height was determined by GEOID03.
 GB2559
 GB2559;                    North         East     Units Scale Factor Converg.
 GB2559;SPC TN       -   209,367.974   768,248.139   MT  0.99996940   +1 05 43.4
 GB2559;SPC TN       -   686,901.43  2,520,494.10   sFT  0.99996940   +1 05 43.4
 GB2559;UTM  16      - 4,010,606.361   758,121.928   MT  1.00042101   +1 41 48.7
 GB2559
 GB2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2559!SPC TN       -   0.99994920  x   0.99996940  =   0.99991860
 GB2559!UTM  16      -   0.99994920  x   1.00042101  =   1.00037019
 GB2559
 GB2559|---------------------------------------------------------------------|
 GB2559| PID    Reference Object                     Distance      Geod. Az  |
 GB2559|                                                           dddmmss.s |
 GB2559| DB9680 MAPLES RM 1                          19.964 METERS 07733     |
 GB2559| GB0701 CARDEN                              APPROX. 2.6 KM 1345303.4 |
 GB2559| DB9681 MAPLES RM 2                          17.065 METERS 16445     |
 GB2559|---------------------------------------------------------------------|
 GB2559
 GB2559                          SUPERSEDED SURVEY CONTROL
 GB2559
 GB2559  NAD 83(1995)-  36 12 21.18613(N)    084 07 44.12934(W) AD(       ) 2
 GB2559  NAD 83(1995)-  36 12 21.18688(N)    084 07 44.12933(W) AD(       ) 2
 GB2559  NAD 83(1986)-  36 12 21.19430(N)    084 07 44.12533(W) AD(       ) 2
 GB2559  NAD 27      -  36 12 20.91820(N)    084 07 44.41610(W) AD(       ) 2
 GB2559  NGVD 29 (07/19/86)  354.1    (m)         1162.     (f) VERT ANG       
 GB2559
 GB2559.Superseded values are not recommended for survey control.
 GB2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2559.See file dsdata.txt to determine how the superseded data were derived.
 GB2559
 GB2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5812210606(NAD 83)
 GB2559_MARKER: DE = TRAVERSE STATION DISK
 GB2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2559
 GB2559  HISTORY     - Date     Condition        Report By
 GB2559  HISTORY     - 1961     MONUMENTED       CGS
 GB2559  HISTORY     - 1973     GOOD             TVA
 GB2559
 GB2559                          STATION DESCRIPTION
 GB2559
 GB2559'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GB2559'THE STATION IS LOCATED ABOUT 2 MILES EAST OF LAKE CITY AND ABOUT 1
 GB2559'MILE NORTHWEST OF
 GB2559'CLINCH RIVER.
 GB2559'
 GB2559'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO SOUTH ON
 GB2559'U. S.  HIGHWAY 25W FOR
 GB2559'0.15 MILE TO 4TH STREET, TURN LEFT, EAST, ON 4TH
 GB2559'STREET AND CONTINUE ON AN OIL ROAD
 GB2559'FOR 1.55 MILES TO A SIDE ROAD ON
 GB2559'THE RIGHT AT A BRIDGE, TURN RIGHT, SOUTH, CROSSING
 GB2559'THE BRIDGE AND GO
 GB2559'0.65 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, WEST AND SOUTH,
 GB2559'AND GO 0.7 MILE TO
 GB2559'A T ROAD, TURN LEFT, SOUTH, AND GO 0.4 MILE TO A
 GB2559'DRIVEWAY ON THE LEFT, TURN LEFT AND
 GB2559'GO 0.25 MILE TO A HOUSE, TURN
 GB2559'LEFT ALONG EDGE OF WOODS FOR 0.05 MILE TO A ROAD AND
 GB2559'PIPE LINE ON THE
 GB2559'RIGHT, TURN RIGHT, UP HILL, AND GO 0.1 MILE TO THE TOP OF THE HILL
 GB2559'AND A DIM TRACK
 GB2559'ROAD ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO THE
 GB2559'STATION.
 GB2559'
 GB2559'THE STATION IS 1.9 FEET NORTHEAST OF A WITNESS POST ON THE SOUTHEAST
 GB2559'SLOPE OF A HILL ABOUT 100
 GB2559'YARDS FROM THE TOP.  IT IS A STANDARD TRAVERSE DISK,
 GB2559'PROJECTING 1 INCH, AND IS STAMPED
 GB2559'MAPLES 1961.
 GB2559'
 GB2559'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF A TRACK ROAD AND ABOUT 4
 GB2559'FEET LOWER THAN THE
 GB2559'STATION.  IT IS A STANDARD DISK, PROJECTING 2 INCHES, AND IS
 GB2559'STAMPED MAPLES NO 1 1961.
 GB2559'
 GB2559'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF A TRACK ROAD AND ABOUT 3
 GB2559'FEET LOWER THAN THE
 GB2559'STATION.  IT IS A STANDARD DISK, PROJECTING 2 INCHES, AND IS
 GB2559'STAMPED MAPLES NO 2 1961.
 GB2559'
 GB2559'TRAVERSE STATION CARDEN WILL SERVE AS AN AZIMUTH MARK.
 GB2559'
 GB2559'HEIGHT OF LIGHT ABOVE STATION MARK 22.02 METERS.
 GB2559
 GB2559                          STATION RECOVERY (1973)
 GB2559
 GB2559'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (BJ)
 GB2559'MAPLES RECOVERED IN GOOD CONDITION.
 GB2559'
 GB2559'MAPLES 1961 FOUND STAMPED ON THE POINT.
 GB2559'
 GB2559'DESCRIPTION OK.
 GB2559'REF. NO. 1 RECOVERED IN GOOD CONDITION.
 GB2559'REF. NO. 2 RECOVERED IN GOOD CONDITION.  DES. OK.
 GB2559'
 GB2559'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES EAST OF
 GB2559'LAKE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2568 ***********************************************************************
 GC2568  DESIGNATION -  MARION
 GC2568  PID         -  GC2568
 GC2568  STATE/COUNTY-  TN/DICKSON
 GC2568  USGS QUAD   -  SLAYDEN (1983)
 GC2568
 GC2568                         *CURRENT SURVEY CONTROL
 GC2568  ___________________________________________________________________
 GC2568* NAD 83(1995)-  36 19 01.84480(N)    087 26 21.33918(W)     ADJUSTED  
 GC2568* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 GC2568  ___________________________________________________________________
 GC2568  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 GC2568  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2568
 GC2568  HORZ ORDER  -  SECOND
 GC2568
 GC2568.The horizontal coordinates were established by classical geodetic methods
 GC2568.and adjusted by the National Geodetic Survey in April 1999..
 GC2568
 GC2568.The orthometric height was scaled from a topographic map.
 GC2568
 GC2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2568
 GC2568.The geoid height was determined by GEOID03.
 GC2568
 GC2568;                    North         East     Units Scale Factor Converg.
 GC2568;SPC TN       -   221,059.380   470,759.306   MT  0.99998387   -0 50 33.4
 GC2568;SPC TN       -   725,258.98  1,544,482.82   sFT  0.99998387   -0 50 33.4
 GC2568;UTM  16      - 4,019,218.705   460,569.482   MT  0.99961916   -0 15 36.6
 GC2568
 GC2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2568!SPC TN       -   0.99996566  x   0.99998387  =   0.99994953
 GC2568!UTM  16      -   0.99996566  x   0.99961916  =   0.99958483
 GC2568
 GC2568|---------------------------------------------------------------------|
 GC2568| PID    Reference Object                     Distance      Geod. Az  |
 GC2568|                                                           dddmmss.s |
 GC2568| CG6849 MARION RM 1                          49.341 METERS 05955     |
 GC2568| CG6850 MARION RM 2                          47.381 METERS 20617     |
 GC2568| CG6848 MARION AZ MK                                       2262358.8 |
 GC2568|---------------------------------------------------------------------|
 GC2568
 GC2568                          SUPERSEDED SURVEY CONTROL
 GC2568
 GC2568  NAD 83(1995)-  36 19 01.84602(N)    087 26 21.34150(W) AD(       ) 2
 GC2568  NAD 83(1995)-  36 19 01.84825(N)    087 26 21.34321(W) AD(       ) 2
 GC2568  NAD 83(1986)-  36 19 01.85444(N)    087 26 21.34232(W) AD(       ) 2
 GC2568  NAD 27      -  36 19 01.66000(N)    087 26 21.30300(W) AD(       ) 2
 GC2568
 GC2568.Superseded values are not recommended for survey control.
 GC2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2568.See file dsdata.txt to determine how the superseded data were derived.
 GC2568
 GC2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF6056919219(NAD 83)
 GC2568_MARKER: DS = TRIANGULATION STATION DISK
 GC2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2568_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2568
 GC2568  HISTORY     - Date     Condition        Report By
 GC2568  HISTORY     - 1934     MONUMENTED       CGS
 GC2568  HISTORY     - 1953     GOOD             CGS
 GC2568
 GC2568                          STATION DESCRIPTION
 GC2568
 GC2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2568'ABOUT 1 MILE SOUTH-SOUTHWEST OF MARION POST OFFICE, ON MARION-SLAYDEN
 GC2568'ROAD, IN CULTIVATED FIELD ON PROPERTY OF MR.  WARNEY SUGS OF
 GC2568'MARION, 27 FEET SOUTH OF CENTER LINE OF SIDE ROAD, AND 26 FEET
 GC2568'WEST-NORTHWEST OF CENTER LINE OF COUNTY ROAD.  TO REACH FROM
 GC2568'JUNCTION OF STATE ROUTES 76 AND 48 AT CLARKSVILLE, GO SOUTH 15.3
 GC2568'MILES ON ROUTE 48 (OR 1.1 MILES AFTER PASSING SUNNYSIDE SCHOOL),
 GC2568'TURN RIGHT ONTO COUNTY ROAD AT T.W. BLACKFORDS STORE AND FILLING
 GC2568'STATION, PROCEED STRAIGHT AHEAD 3.45 MILES, TURN LEFT AT FORKS
 GC2568'ON TOP OF HILL WITH WHITE HOUSE ON RIGHT, AND CONTINUE 2.1 MILES (OR
 GC2568'0.9 MILE AFTER PASSING MARION RAILROAD STATION) TO T-ROAD AND
 GC2568'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GC2568'IN CONCRETE.  UPPER MARK PROJECTS 8 INCHES ABOVE
 GC2568'GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GC2568'DISKS IN CONCRETE.  NO. 1 IS 10 FEET NORTH OF CENTER LINE
 GC2568'OF LANE, 30 FEET EAST-SOUTHEAST OF CENTER LINE OF COUNTY ROAD, AND
 GC2568'161.88 FEET FROM STATION.  NO. 2 IS IN EDGE
 GC2568'OF CULTIVATED FIELD, 14 FEET SOUTHEAST OF CENTER LINE OF COUNTY
 GC2568'ROAD, AND 155.45 FEET FROM STATION.
 GC2568'AZIMUTH MARK IS AT EDGE OF CULTIVATED FIELD, 20 FEET NORTHWEST OF
 GC2568'CENTER LINE OF COUNTY ROAD, AND 0.2 MILE FROM STATION.
 GC2568
 GC2568                          STATION RECOVERY (1953)
 GC2568
 GC2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2568'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2568'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 GC2568'CHECKED.  THE DISTANCE TO THE AZIMUTH MARK CHECKED BUT THE DIRECTION
 GC2568'DID NOT CHECK.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS-
 GC2568'
 GC2568'TO REACH THE STATION FROM THE HIGH SCHOOL AND COMMUNITY CENTER IN THE
 GC2568'NORTH PART OF VAN LEER, GO NORTH ON STATE HIGHWAY 49 FOR 1.4 MILES
 GC2568'TO A FORK.  TAKE RIGHT FORK AND GO NORTH ON PAVED ROAD FOR 5.25 MILES
 GC2568'TO THE AZIMUTH MARK ON THE RIGHT AT THE TOP OF A HIGHWAY CUT.
 GC2568'CONTINUE NORTH FOR 0.1 MILE TO A GRAVEL ROAD LEFT AND AN OLD WASHED
 GC2568'OUT ROAD RIGHT.  TURN RIGHT ON OLD WASHED OUT ROAD FOR 0.1 MILE TO
 GC2568'TOP OF HILL AND STATION ON THE RIGHT.
 GC2568'
 GC2568'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1967 ***********************************************************************
 FC1967  CBN         -  This is a Cooperative Base Network Control Station.
 FC1967  DESIGNATION -  MARIPORT
 FC1967  PID         -  FC1967
 FC1967  STATE/COUNTY-  TN/MARION
 FC1967  USGS QUAD   -  SEQUATCHIE (1982)
 FC1967
 FC1967                         *CURRENT SURVEY CONTROL
 FC1967  ___________________________________________________________________
 FC1967* NAD 83(1995)-  35 03 36.31866(N)    085 35 07.94993(W)     ADJUSTED  
 FC1967* NAVD 88     -       194.6    (meters)     638.     (feet)  GPS OBS   
 FC1967  ___________________________________________________________________
 FC1967  X           -     402,305.139 (meters)                     COMP
 FC1967  Y           -  -5,211,229.999 (meters)                     COMP
 FC1967  Z           -   3,643,420.687 (meters)                     COMP
 FC1967  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FC1967  ELLIP HEIGHT-         165.52  (meters)          (08/03/04) GPS OBS
 FC1967  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FC1967
 FC1967  HORZ ORDER  -  A
 FC1967  ELLP ORDER  -  FOURTH    CLASS I
 FC1967
 FC1967.This mark is at Marion Co Brown Fld Airport (APT)
 FC1967
 FC1967.The horizontal coordinates were established by GPS observations
 FC1967.and adjusted by the National Geodetic Survey in August 2004..
 FC1967
 FC1967.The orthometric height was determined by GPS observations and a
 FC1967.high-resolution geoid model.
 FC1967
 FC1967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1967
 FC1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1967
 FC1967.The ellipsoidal height was determined by GPS observations
 FC1967.and is referenced to NAD 83.
 FC1967
 FC1967.The geoid height was determined by GEOID03.
 FC1967
 FC1967;                    North         East     Units Scale Factor Converg.
 FC1967;SPC TN       -    80,714.782   637,808.824   MT  1.00003894   +0 14 33.5
 FC1967;SPC TN       -   264,811.75  2,092,544.45   sFT  1.00003894   +0 14 33.5
 FC1967;UTM  16      - 3,880,621.344   628,981.732   MT  0.99980503   +0 48 45.5
 FC1967
 FC1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1967!SPC TN       -   0.99997402  x   1.00003894  =   1.00001296
 FC1967!UTM  16      -   0.99997402  x   0.99980503  =   0.99977905
 FC1967
 FC1967                          SUPERSEDED SURVEY CONTROL
 FC1967
 FC1967  NAD 83(1995)-  35 03 36.31687(N)    085 35 07.95082(W) AD(       ) 3
 FC1967  ELLIP H (04/12/99)  165.60   (m)                       GP(       ) 4 1
 FC1967  NAD 83(1995)-  35 03 36.31687(N)    085 35 07.95082(W) AD(       ) 3
 FC1967  NAD 83(1995)-  35 03 36.31914(N)    085 35 07.95303(W) AD(       ) 3
 FC1967  NGVD 29 (09/17/90)  194.7    (m)          639.     (f) GPS OBS        
 FC1967
 FC1967.Superseded values are not recommended for survey control.
 FC1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1967.See file dsdata.txt to determine how the superseded data were derived.
 FC1967
 FC1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2898280621(NAD 83)
 FC1967_MARKER: I = METAL ROD
 FC1967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1967_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1967_STAMPING: MARIPORT 1987
 FC1967_MARK LOGO: NGS   
 FC1967_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1967+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 FC1967
 FC1967  HISTORY     - Date     Condition        Report By
 FC1967  HISTORY     - 1987     MONUMENTED       NGS
 FC1967  HISTORY     - 1987     GOOD             NGS
 FC1967  HISTORY     - 19890712 GOOD
 FC1967  HISTORY     - 19900627 GOOD             ALHD
 FC1967  HISTORY     - 20031010 GOOD             TNDT
 FC1967  HISTORY     - 20060119 GOOD             CAS
 FC1967
 FC1967                          STATION DESCRIPTION
 FC1967
 FC1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1967'2.90 MILES SOUTHEAST ALONG US HIGHWAY 41, 64 AND 72 FROM THE
 FC1967'LOUISVILLE AND NASHVILLE RAILROAD CROSSING IN JASPER, TO THE JUNCTION
 FC1967'HANCOCK ROAD, THENCE 0.65 MILE NORTHEAST ALONG HANCOCK TO THE JUNCTION
 FC1967'OF AIRPORT ROAD, THENCE 0.20 MILE NORTHWEST ALONG AIRPORT ROAD TO THE
 FC1967'OFFICE OF THE MARION COUNTY AIRPORT, CONTINUE ACROSS TAXI APRON TO
 FC1967'MARK IN A GRASSY AREA, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 10.0
 FC1967'FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED
 FC1967'FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO CAP
 FC1967'---STAMPED MARIPORT 1987, 1 INCH BELOW GROUND, WITH REBAR IN CONCRETE
 FC1967'28.0 2 FEET WEST OF SOUTHWEST CORNER OF OFFICE BUILDING 105.3 FEET
 FC1967'NORTH OF CENTER OF PIPE CULVERT WITH HEADWALL, 41.7 FEET SOUTHEAST
 FC1967'OF SOUTHEAST EDGE OF RUNWAY, 121.0 FEET NORTHWEST OF NORTHWEST EDGE
 FC1967'OF TAXI APRON, AND 1.2 FEET SOUTHWEST OF A FIBERGLASS WITNESS POST.
 FC1967'NOTE--  CONTACT AIRCENTER, INC AT 615-756-6507 BEFORE WORKING ON
 FC1967'AIRPORT.
 FC1967
 FC1967                          STATION RECOVERY (1987)
 FC1967
 FC1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FC1967'RECOVERED IN GOOD CONDITION.
 FC1967
 FC1967                          STATION RECOVERY (1989)
 FC1967
 FC1967'RECOVERED 1989
 FC1967'RECOVERED IN GOOD CONDITION.
 FC1967
 FC1967                          STATION RECOVERY (1990)
 FC1967
 FC1967'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 FC1967'THE STATION IS LOCATED IN MARION COUNTY TENNESSEE ON THE MARION COUNTY
 FC1967'AIRPORT, ABOUT 4.02 KM (2.50 MI) SOUTHEAST OF JASPER AND ABOUT 6.44
 FC1967'KM (4.00 MI) SOUTH - SOUTHEAST OF SEQUATCHIE.
 FC1967'TO REACH THE STATION FROM EXIT 155 ON I - 24, DRIVE NORTHEAST ON
 FC1967'TENNESSEE STATE HIGHWAY 28 3.06 KM (1.90 MI) TO THE JUNCTION OF U. S.
 FC1967'41A, U. S. 64, U. S. 72 AND TENNESSEE STATE HIGHWAY 28 AT AN
 FC1967'INTERCHANGE, TURN RIGHT ON U. S. 41A, U. S. 64, AND U. S. 72 AND
 FC1967'DRIVE SOUTHEAST 3.62 KM (2.25 MI) TO HANCOCK ROAD ON THE LEFT, TURN
 FC1967'LEFT ON HANCOCK ROAD AND DRIVE NORTHEAST 1.05 KM (0.65 MI) TO AIRPORT
 FC1967'ROAD ON THE LEFT, TURN LEFT ON AIRPORT ROAD AND DRIVE NORTHWEST 0.32
 FC1967'KM (0.20 MI) TO A GATE IN A CHAIN LINK FENCE AND THE AIRPORT OFFICE
 FC1967'ON THE LEFT, PASS THROUGH THE GATE AND CONTINUE NORTHWEST 0.08 KM
 FC1967'(0.05 MI) TO THE STATION BETWEEN THE PARKING APRON AND THE RUNWAY.
 FC1967'THE STATION IS 11.37 M (37.30 FT) SOUTH - SOUTHEAST OF A RUNWAY MARKER
 FC1967'LIGHT, 12.68 M (41.60 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 FC1967'PAVED RUNWAY, 16.28 M (53.41 FT) WEST - NORTHWEST OF A CARSONITE
 FC1967'WITNESS POST, 24.08 M (79.00 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FC1967'RUNWAY, 31.15 M (102.20 FT) NORTH OF THE NORTH CORNER OF THE CONCRETE
 FC1967'HEADWALL ON A 15 INCH CM PIPE UNDER THE RUNWAY, 36.82 M (120.80 FT)
 FC1967'NORTHWEST OF THE NORTHWEST EDGE OF THE PARKING APRON, AND IS A STEEL
 FC1967'ROAD WITH A LOGA CAP.
 FC1967'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 FC1967'MR. VERL TAYLOR
 FC1967'ROUTE 1, BOX 915
 FC1967'JASPER, TENNESSEE 37347
 FC1967'PHONE 615 - 942 - 5234 OFFICE OR 615 - 861 - 3781 HOME
 FC1967'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 FC1967'MARION COUNTY SHERIFF OFFICE
 FC1967'PHONE 615 - 942 - 5667.
 FC1967'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FC1967
 FC1967                          STATION RECOVERY (2003)
 FC1967
 FC1967'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1967'RECOVERED AS DESCRIBED.
 FC1967
 FC1967                          STATION RECOVERY (2006)
 FC1967
 FC1967'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JCA)
 FC1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1968 ***********************************************************************
 FC1968  DESIGNATION -  MARIPORT AZ MK
 FC1968  PID         -  FC1968
 FC1968  STATE/COUNTY-  TN/MARION
 FC1968  USGS QUAD   -  SEQUATCHIE (1982)
 FC1968
 FC1968                         *CURRENT SURVEY CONTROL
 FC1968  ___________________________________________________________________
 FC1968* NAD 83(1995)-  35 03 24.22814(N)    085 35 19.59360(W)     ADJUSTED  
 FC1968* NAVD 88     -       194.7    (meters)     639.     (feet)  VERTCON   
 FC1968  ___________________________________________________________________
 FC1968  X           -     402,027.434 (meters)                     COMP
 FC1968  Y           -  -5,211,466.209 (meters)                     COMP
 FC1968  Z           -   3,643,115.765 (meters)                     COMP
 FC1968  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FC1968  ELLIP HEIGHT-         165.66  (meters)          (04/12/99) GPS OBS
 FC1968  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1968
 FC1968  HORZ ORDER  -  THIRD
 FC1968  ELLP ORDER  -  FOURTH    CLASS I
 FC1968
 FC1968.This mark is at Marion Co Brown Fld Airport (APT)
 FC1968
 FC1968.The horizontal coordinates were established by GPS observations
 FC1968.and adjusted by the National Geodetic Survey in April 1999..
 FC1968
 FC1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1968
 FC1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1968
 FC1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1968
 FC1968.The ellipsoidal height was determined by GPS observations
 FC1968.and is referenced to NAD 83.
 FC1968
 FC1968.The geoid height was determined by GEOID03.
 FC1968
 FC1968;                    North         East     Units Scale Factor Converg.
 FC1968;SPC TN       -    80,340.931   637,515.339   MT  1.00003973   +0 14 26.7
 FC1968;SPC TN       -   263,585.20  2,091,581.57   sFT  1.00003973   +0 14 26.7
 FC1968;UTM  16      - 3,880,244.680   628,692.048   MT  0.99980411   +0 48 38.5
 FC1968
 FC1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1968!SPC TN       -   0.99997400  x   1.00003973  =   1.00001373
 FC1968!UTM  16      -   0.99997400  x   0.99980411  =   0.99977811
 FC1968
 FC1968                          SUPERSEDED SURVEY CONTROL
 FC1968
 FC1968  NAD 83(1995)-  35 03 24.22814(N)    085 35 19.59359(W) AD(       ) 3
 FC1968  NAD 83(1995)-  35 03 24.23041(N)    085 35 19.59580(W) AD(       ) 3
 FC1968  NGVD 29 (09/17/90)  194.8    (m)          639.     (f) GPS OBS        
 FC1968
 FC1968.Superseded values are not recommended for survey control.
 FC1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1968.See file dsdata.txt to determine how the superseded data were derived.
 FC1968
 FC1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2869280245(NAD 83)
 FC1968_MARKER: I = METAL ROD
 FC1968_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FC1968_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1968+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 FC1968
 FC1968  HISTORY     - Date     Condition        Report By
 FC1968  HISTORY     - 1987     MONUMENTED       NGS
 FC1968  HISTORY     - 19890712 GOOD
 FC1968  HISTORY     - 20060119 GOOD             CAS
 FC1968
 FC1968                          STATION DESCRIPTION
 FC1968
 FC1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1968'2.90 MILES SOUTHEAST ALONG U.S. HIGHWAYS 41, 64 AND 72 FROM THE
 FC1968'LOUISVILLE AND NASHVILLE RAILROAD CROSSING IN JASPER, TO THE JUNCTION
 FC1968'OF HANCOCK ROAD, THENCE 0.65 MILE NORTHEAST ALONG HANCOCK ROAD TO THE
 FC1968'JUNCTION OF AIRPORT ROAD, THENCE 0.20 MILE NORTHEAST ALONG ROAD TO THE
 FC1968'OFFICE OF THE MARION COUNTY AIRPORT, THENCE 0.10 MILE SOUTHWEST ALONG
 FC1968'TAXIWAY TO THE JUNCTION OF RUNWAY, CONTINUE SOUTHWEST ALONG RUNWAY FOR
 FC1968'0.25 MILE TO END OF RUNWAY AND MARK, A 3-D MARK, A STAINLESS STEEL ROD
 FC1968'DRIVEN 16.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND ENCASED IN 3 FOOT
 FC1968'GREASED FILLED 1 FOOT PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH LOGO
 FC1968'CAP ---STAMPED MARIPORT AZ MK 1987, 1 INCH BELOW GROUND, 31.9 FEET
 FC1968'SOUTHEAST OF EXTENDED SOUTHEAST EDGE OF RUNWAY, 22.4 FEET
 FC1968'SOUTH-SOUTHEAST OF THE CLOSER ONE OF THREE RUNNING LIGHTS, 44.6 FEET
 FC1968'NORTHWEST OF A METAL BOX FOR AN APPROACH LIGHT, AND 1.0 FOOT NORTHEAST
 FC1968'OF A FIBERGLASS WITNESS POST. A REBAR WAS SET IN THE CONCRETE.
 FC1968
 FC1968                          STATION RECOVERY (1989)
 FC1968
 FC1968'RECOVERED 1989
 FC1968'RECOVERED IN GOOD CONDITION.
 FC1968
 FC1968                          STATION RECOVERY (2006)
 FC1968
 FC1968'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JCA)
 FC1968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2552 ***********************************************************************
 GB2552  DESIGNATION -  MARKLI
 GB2552  PID         -  GB2552
 GB2552  STATE/COUNTY-  TN/ANDERSON
 GB2552  USGS QUAD   -  CLINTON (1990)
 GB2552
 GB2552                         *CURRENT SURVEY CONTROL
 GB2552  ___________________________________________________________________
 GB2552* NAD 83(1995)-  36 04 12.78250(N)    084 10 51.32095(W)     ADJUSTED  
 GB2552* NAVD 88     -       290.7    (meters)     954.     (feet)  VERTCON   
 GB2552  ___________________________________________________________________
 GB2552  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 GB2552  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GB2552
 GB2552  HORZ ORDER  -  SECOND
 GB2552
 GB2552.The horizontal coordinates were established by classical geodetic methods
 GB2552.and adjusted by the National Geodetic Survey in April 1999..
 GB2552
 GB2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2552
 GB2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2552
 GB2552.The geoid height was determined by GEOID03.
 GB2552
 GB2552;                    North         East     Units Scale Factor Converg.
 GB2552;SPC TN       -   194,229.198   763,852.714   MT  0.99995687   +1 03 53.9
 GB2552;SPC TN       -   637,233.63  2,506,073.45   sFT  0.99995687   +1 03 53.9
 GB2552;UTM  16      - 3,995,415.736   753,883.010   MT  1.00039429   +1 39 38.5
 GB2552
 GB2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2552!SPC TN       -   0.99995916  x   0.99995687  =   0.99991604
 GB2552!UTM  16      -   0.99995916  x   1.00039429  =   1.00035344
 GB2552
 GB2552|---------------------------------------------------------------------|
 GB2552| PID    Reference Object                     Distance      Geod. Az  |
 GB2552|                                                           dddmmss.s |
 GB2552| DB9684 MARKLI RM 1                           7.130 METERS 09541     |
 GB2552| DB9685 MARKLI RM 2                           7.971 METERS 24237     |
 GB2552| GB2548 ARROW                               APPROX. 1.9 KM 2872956.3 |
 GB2552|---------------------------------------------------------------------|
 GB2552
 GB2552                          SUPERSEDED SURVEY CONTROL
 GB2552
 GB2552  NAD 83(1995)-  36 04 12.78735(N)    084 10 51.32220(W) AD(       ) 2
 GB2552  NAD 83(1995)-  36 04 12.78727(N)    084 10 51.32140(W) AD(       ) 2
 GB2552  NAD 83(1986)-  36 04 12.79412(N)    084 10 51.31881(W) AD(       ) 2
 GB2552  NAD 27      -  36 04 12.51202(N)    084 10 51.60907(W) AD(       ) 2
 GB2552  NGVD 29 (07/19/86)  290.8    (m)          954.     (f) VERT ANG       
 GB2552
 GB2552.Superseded values are not recommended for survey control.
 GB2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2552.See file dsdata.txt to determine how the superseded data were derived.
 GB2552
 GB2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE5388395416(NAD 83)
 GB2552_MARKER: DD = SURVEY DISK
 GB2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2552
 GB2552  HISTORY     - Date     Condition        Report By
 GB2552  HISTORY     - 1965     MONUMENTED       TNHD
 GB2552
 GB2552                          STATION DESCRIPTION
 GB2552
 GB2552'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2552'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CLINTON.
 GB2552'
 GB2552'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON
 GB2552'U.  S.  HIGHWAY
 GB2552'25W FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 61
 GB2552'AND U.  S.  HIGHWAY 25W.  CONTINUE
 GB2552'STRAIGHT AHEAD ON STATE ROUTE 61
 GB2552'FOR 3.5 MILES TO A FORKED GRAVELED DRIVEWAY ON THE
 GB2552'RIGHT.  TURN RIGHT
 GB2552'AND FOLLOW LEFT FORK OF GRAVELED DRIVEWAY, UPHILL FOR 0.15 MILE TO
 GB2552'END OF DRIVEWAY.
 GB2552'PROCEED STRAIGHT AHEAD ON A TRACK ROAD FOR 0.15
 GB2552'MILE TO THE STATION ON THE LEFT.
 GB2552'
 GB2552'THE STATION IS 44 FEET NORTH OF A UTILITY POLE, 25 FEET EAST OF AN
 GB2552'8-INCH CEDAR TREE
 GB2552'AND 2.4 FEET NORTH OF A METAL WITNESS POST WITH
 GB2552'SIGN.
 GB2552'
 GB2552'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB2552'DEPARTMENT DISKS AND THE
 GB2552'DISKS ARE STAMPED MARKLI 1965.  THE UNDERGROUND MARK IS
 GB2552'30 INCHES BELOW THE SURFACE.
 GB2552'THE SURFACE DISK IS SET IN A 6-INCH
 GB2552'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2552'
 GB2552'REFERENCE MARK NO. 1 IS 47 FEET NORTHEAST OF A UTILITY POLE, 29 FEET
 GB2552'SOUTH OF THE
 GB2552'APPROXIMATE CENTER OF A TRACK ROAD AND 8 FEET SOUTH OF
 GB2552'THE BANK OF A ROADWAY CUT.  IT
 GB2552'IS A STANDARD TENNESSEE HIGHWAY
 GB2552'DEPARTMENT DISK SET IN A 6-INCH SQUARE, FLUSH
 GB2552'CONCRETE MONUMENT AND
 GB2552'THE DISK IS STAMPED MARKLI RM-1 1965.
 GB2552'
 GB2552'REFERENCE MARK NO. 2 IS 39 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2552'FHE TRACK ROAD, 33
 GB2552'FEET EAST OF A 4-INCH PINE TREE, 22 FEET SOUTH OF THE
 GB2552'BANK OF THE ROADWAY CUT AND 8
 GB2552'FEET SOUTH OF AN 8-INCH CEDAR TREE.  IT
 GB2552'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2552'SET IN A 6-INCH
 GB2552'SQUARE, FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED MARKLI
 GB2552'RM-2 1965.
 GB2552'
 GB2552'TRAVERSE STATION ARROW WILL SERVE AS THE AZIMUTH MARK.
 GB2552'
 GB2552'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2552'
 GB2552'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1971 ***********************************************************************
 FC1971  CBN         -  This is a Cooperative Base Network Control Station.
 FC1971  DESIGNATION -  MARKPORT
 FC1971  PID         -  FC1971
 FC1971  STATE/COUNTY-  TN/RHEA
 FC1971  USGS QUAD   -  BIG SPRING (1990)
 FC1971
 FC1971                         *CURRENT SURVEY CONTROL
 FC1971  ___________________________________________________________________
 FC1971* NAD 83(1995)-  35 28 55.32903(N)    084 56 03.43988(W)     ADJUSTED  
 FC1971* NAVD 88     -       215.5    (meters)     707.     (feet)  GPS OBS   
 FC1971  ___________________________________________________________________
 FC1971  X           -     459,125.844 (meters)                     COMP
 FC1971  Y           -  -5,179,409.707 (meters)                     COMP
 FC1971  Z           -   3,681,652.809 (meters)                     COMP
 FC1971  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 FC1971  ELLIP HEIGHT-         185.44  (meters)          (08/03/04) GPS OBS
 FC1971  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC1971
 FC1971  HORZ ORDER  -  A
 FC1971  ELLP ORDER  -  FOURTH    CLASS I
 FC1971
 FC1971.This mark is at Mark Anton Airport (2A0)
 FC1971
 FC1971.The horizontal coordinates were established by GPS observations
 FC1971.and adjusted by the National Geodetic Survey in August 2004..
 FC1971
 FC1971.The orthometric height was determined by GPS observations and a
 FC1971.high-resolution geoid model.
 FC1971
 FC1971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1971
 FC1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1971
 FC1971.The ellipsoidal height was determined by GPS observations
 FC1971.and is referenced to NAD 83.
 FC1971
 FC1971.The geoid height was determined by GEOID03.
 FC1971
 FC1971;                    North         East     Units Scale Factor Converg.
 FC1971;SPC TN       -   127,974.379   696,707.760   MT  0.99996716   +0 37 26.1
 FC1971;SPC TN       -   419,862.61  2,285,782.04   sFT  0.99996716   +0 37 26.1
 FC1971;UTM  16      - 3,928,462.518   687,400.806   MT  1.00003280   +1 11 57.8
 FC1971
 FC1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1971!SPC TN       -   0.99997089  x   0.99996716  =   0.99993806
 FC1971!UTM  16      -   0.99997089  x   1.00003280  =   1.00000369
 FC1971
 FC1971                          SUPERSEDED SURVEY CONTROL
 FC1971
 FC1971  NAD 83(1995)-  35 28 55.32900(N)    084 56 03.43884(W) AD(       ) 3
 FC1971  ELLIP H (04/12/99)  185.37   (m)                       GP(       ) 4 1
 FC1971  NAD 83(1995)-  35 28 55.32899(N)    084 56 03.43886(W) AD(       ) 3
 FC1971  NAD 83(1995)-  35 28 55.32966(N)    084 56 03.44072(W) AD(       ) 3
 FC1971  NGVD 29 (09/17/90)  215.7    (m)          708.     (f) GPS OBS        
 FC1971
 FC1971.Superseded values are not recommended for survey control.
 FC1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1971.See file dsdata.txt to determine how the superseded data were derived.
 FC1971
 FC1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8740128463(NAD 83)
 FC1971_MARKER: I = METAL ROD
 FC1971_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1971_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1971_MARK LOGO: NGS   
 FC1971_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1971+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1971
 FC1971  HISTORY     - Date     Condition        Report By
 FC1971  HISTORY     - 1987     MONUMENTED       NGS
 FC1971  HISTORY     - 19890104 GOOD
 FC1971  HISTORY     - 20031010 GOOD             TNDT
 FC1971
 FC1971                          STATION DESCRIPTION
 FC1971
 FC1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1971'3.50 MILES EAST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF US
 FC1971'HIGHWAY 27 BY PASS NORTHBOUND LANES IN DAYTON, TO THE JUNCTION OF
 FC1971'NEW UNION ROAD, THENCE 1.05 MILES SOUTHEAST ALONG NEW UNION ROAD TO
 FC1971'A Y JUNCTION, CONTINUE 0.90 MILE SOUTHEAST ALONG NEW UNION ROAD
 FC1971'TO THE JUNCTION OF A BLACKTOP ROAD AND A LARGE SIGN FOR THE MARK
 FC1971'ANTON MUNICIPAL AIRPORT, THENCE 0.30 MILE EASTERLY ALONG BLACK TOP
 FC1971'ROAD TO THE AIRPORT OFFICE, CONTINUE EASTERLY FOR 0.05 MILE TO MARK
 FC1971'ON LEFT NEAR A VASI, A 3-D MARK, A STAINLESS STEEL ROD DRIVEN 6.0
 FC1971'FEET TO REFUSAL 2 INCHES BELOW GROUND, ENCASED IN A 3 FOOT GREASED
 FC1971'FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCH PVC PIPE WITH LOGO
 FC1971'CAP ---STAMPED MARKPORT 1987, 1 INCH BELOW GROUND, WITH A REBAR IN
 FC1971'CONCRETE, 117.2 FEET SOUTHEAST OF SOUTHEAST EDGE OF TAXIWAY,
 FC1971'286.2 FEET SOUTHEAST OF AND ACROSS TAXIWAY OF A WIND SOCK, 157.7
 FC1971'FEET NORTHEAST OF NORTHEAST EDGE OF CROSSOVER TAXIWAY, 111.5 FEET
 FC1971'SOUTHEAST OF THE CENTER OF A CONCRETE PIPE WITH HEADWALL, 66.8 FEET
 FC1971'NORTHWEST OF NORTHWEST EDGE OF RUNWAY, 17.2 FEET NORTHWEST OF CENTER
 FC1971'OF VASI, AND 1.O FOOT NORTHEAST OF A FIBERGLASS WITNESS POST
 FC1971'NOTE--  CONTACT MR SHELBY ISHAM (AIRPORT MANAGER) AT 615 775 3214
 FC1971'(OFFICE) OR 615 775 3745 (HOME) BEFORE WORK ON AIRPORT.
 FC1971
 FC1971                          STATION RECOVERY (1989)
 FC1971
 FC1971'RECOVERED 1989
 FC1971'RECOVERED IN GOOD CONDITION.
 FC1971
 FC1971                          STATION RECOVERY (2003)
 FC1971
 FC1971'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1971'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1972 ***********************************************************************
 FC1972  DESIGNATION -  MARKPORT AZ MK
 FC1972  PID         -  FC1972
 FC1972  STATE/COUNTY-  TN/RHEA
 FC1972  USGS QUAD   -  BIG SPRING (1990)
 FC1972
 FC1972                         *CURRENT SURVEY CONTROL
 FC1972  ___________________________________________________________________
 FC1972* NAD 83(1995)-  35 29 09.09222(N)    084 55 54.88305(W)     ADJUSTED  
 FC1972* NAVD 88     -       215.8    (meters)     708.     (feet)  VERTCON   
 FC1972  ___________________________________________________________________
 FC1972  X           -     459,318.966 (meters)                     COMP
 FC1972  Y           -  -5,179,145.488 (meters)                     COMP
 FC1972  Z           -   3,681,998.282 (meters)                     COMP
 FC1972  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 FC1972  ELLIP HEIGHT-         185.56  (meters)          (04/12/99) GPS OBS
 FC1972  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC1972
 FC1972  HORZ ORDER  -  THIRD
 FC1972  ELLP ORDER  -  FOURTH    CLASS I
 FC1972
 FC1972.This mark is at Mark Anton Airport (2A0)
 FC1972
 FC1972.The horizontal coordinates were established by GPS observations
 FC1972.and adjusted by the National Geodetic Survey in April 1999..
 FC1972
 FC1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1972
 FC1972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1972
 FC1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1972
 FC1972.The ellipsoidal height was determined by GPS observations
 FC1972.and is referenced to NAD 83.
 FC1972
 FC1972.The geoid height was determined by GEOID03.
 FC1972
 FC1972;                    North         East     Units Scale Factor Converg.
 FC1972;SPC TN       -   128,400.863   696,918.813   MT  0.99996676   +0 37 31.1
 FC1972;SPC TN       -   421,261.83  2,286,474.47   sFT  0.99996676   +0 37 31.1
 FC1972;UTM  16      - 3,928,891.129   687,607.579   MT  1.00003375   +1 12 03.2
 FC1972
 FC1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1972!SPC TN       -   0.99997088  x   0.99996676  =   0.99993764
 FC1972!UTM  16      -   0.99997088  x   1.00003375  =   1.00000462
 FC1972
 FC1972                          SUPERSEDED SURVEY CONTROL
 FC1972
 FC1972  NAD 83(1995)-  35 29 09.09220(N)    084 55 54.88307(W) AD(       ) 3
 FC1972  NAD 83(1995)-  35 29 09.09287(N)    084 55 54.88491(W) AD(       ) 3
 FC1972  NGVD 29 (09/17/90)  215.9    (m)          708.     (f) GPS OBS        
 FC1972
 FC1972.Superseded values are not recommended for survey control.
 FC1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1972.See file dsdata.txt to determine how the superseded data were derived.
 FC1972
 FC1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8760828891(NAD 83)
 FC1972_MARKER: DZ = AZIMUTH MARK DISK
 FC1972_SETTING: 66 = SET IN ROCK OUTCROP
 FC1972_SP_SET: SET IN ROCK OUTCROP
 FC1972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1972+STABILITY: POSITION/ELEVATION WELL
 FC1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1972+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1989
 FC1972
 FC1972  HISTORY     - Date     Condition        Report By
 FC1972  HISTORY     - 1987     MONUMENTED       NGS
 FC1972  HISTORY     - 19890104 GOOD
 FC1972
 FC1972                          STATION DESCRIPTION
 FC1972
 FC1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1972'3.50 MILES EAST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF US
 FC1972'HIGHWAY 27 BY PASS NORTHBOUND LANES IN DAYTON, TO THE JUNCTION
 FC1972'OF NEW UNION ROAD, THENCE 1.05 MILES SOUTHEAST ALONG NEW UNION
 FC1972'ROAD TO A Y JUNCTION, CONTINUE 0.90 MILE SOUTHEAST ALONG NEW UNION
 FC1972'ROAD TO THE JUNCTION OF A BLACK TOP ROAD AND A LARGE SIGN FOR THE MARK
 FC1972'ANTON MUNICIPAL AIRPORT, THENCE 0.30 MILE EASTERLY ALONG BLACK TOP
 FC1972'ROAD TO THE AIRPORT OFFICE, THENCE NORTHEASTERLY ALONG TAXIWAY
 FC1972'FOR 0.30 MILE TO MARK BETWEEN TAXIWAY AND RUNWAY, IN A SMALL ROCK
 FC1972'OUTCROP AND AZMITH DISK ---STAMPED MARKPORT 1987, LEVEL WITH TAXIWAY
 FC1972'AND 2.0 FEET BELOW RUNWAY, 134.3 FEET SOUTHWEST OF SOUTHWEST EDGE
 FC1972'OF CROSSOVER TAXIWAY, 108.8 FEET NORTHWEST OF NORTHWEST EDGE OF
 FC1972'RUNWAY, 73.9 FEET WOUTHEAST OF SOUTHEAST EDGE OF TAXIWAY, AND 2.8
 FC1972'FEET NORTHEAST OF A FIBERGLASS WITNESS POST. ALSO 0.30 MILE NORTHEAST
 FC1972'OF MARKPORT AND 0.05 MILE NORTHEAST OF A CONCRETE CULVERT.
 FC1972
 FC1972                          STATION RECOVERY (1989)
 FC1972
 FC1972'RECOVERED 1989
 FC1972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0482 ***********************************************************************
 GC0482  DESIGNATION -  MARKS
 GC0482  PID         -  GC0482
 GC0482  STATE/COUNTY-  TN/DAVIDSON
 GC0482  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0482
 GC0482                         *CURRENT SURVEY CONTROL
 GC0482  ___________________________________________________________________
 GC0482* NAD 83(1995)-  36 10 40.21620(N)    086 46 09.06478(W)     ADJUSTED  
 GC0482* NAVD 88     -       138.518  (meters)     454.45   (feet)  ADJUSTED  
 GC0482  ___________________________________________________________________
 GC0482  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GC0482  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0482  DYNAMIC HT  -         138.399 (meters)     454.06  (feet)  COMP
 GC0482  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GC0482
 GC0482  HORZ ORDER  -  SECOND
 GC0482  VERT ORDER  -  SECOND    CLASS 0
 GC0482
 GC0482.The horizontal coordinates were established by classical geodetic methods
 GC0482.and adjusted by the National Geodetic Survey in April 1999..
 GC0482
 GC0482.The orthometric height was determined by differential leveling
 GC0482.and adjusted by the National Geodetic Survey in June 1991..
 GC0482
 GC0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0482
 GC0482.The geoid height was determined by GEOID03.
 GC0482
 GC0482.The dynamic height is computed by dividing the NAVD 88
 GC0482.geopotential number by the normal gravity value computed on the
 GC0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0482.degrees latitude (g = 980.6199 gals.).
 GC0482
 GC0482.The modeled gravity was interpolated from observed gravity values.
 GC0482
 GC0482;                    North         East     Units Scale Factor Converg.
 GC0482;SPC TN       -   204,919.541   530,806.559   MT  0.99996635   -0 27 01.1
 GC0482;SPC TN       -   672,306.86  1,741,487.85   sFT  0.99996635   -0 27 01.1
 GC0482;UTM  16      - 4,003,698.241   520,756.048   MT  0.99960531   +0 08 10.5
 GC0482
 GC0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0482!SPC TN       -   0.99998286  x   0.99996635  =   0.99994921
 GC0482!UTM  16      -   0.99998286  x   0.99960531  =   0.99958818
 GC0482
 GC0482:                Primary Azimuth Mark                     Grid Az
 GC0482:SPC TN       -  MARKS AZ MK                              000 32 41.8
 GC0482:UTM  16      -  MARKS AZ MK                              359 57 30.2
 GC0482
 GC0482|---------------------------------------------------------------------|
 GC0482| PID    Reference Object                     Distance      Geod. Az  |
 GC0482|                                                           dddmmss.s |
 GC0482| CG6851 MARKS AZ MK                                        0000540.7 |
 GC0482| CG6852 MARKS AZ MK 2                                      0013706.4 |
 GC0482| GC0483 MARKS RM 1                           26.180 METERS 00409     |
 GC0482| GC0479 SHELBY                              APPROX. 1.1 KM 1553205.5 |
 GC0482| GC2259 NASHVILLE ATT CO RELAY TOWER        APPROX. 1.7 KM 2052024.0 |
 GC0482| GC0481 MARKS RM 2                           22.659 METERS 23954     |
 GC0482| GC2273 NASHVILLE RADIO STA WNAH MAST       APPROX. 1.7 KM 3424154.8 |
 GC0482|---------------------------------------------------------------------|
 GC0482
 GC0482                          SUPERSEDED SURVEY CONTROL
 GC0482
 GC0482  NAD 83(1995)-  36 10 40.21816(N)    086 46 09.06679(W) AD(       ) 2
 GC0482  NAD 83(1995)-  36 10 40.22042(N)    086 46 09.06690(W) AD(       ) 2
 GC0482  NAD 83(1986)-  36 10 40.22636(N)    086 46 09.06789(W) AD(       ) 2
 GC0482  NAD 27      -  36 10 40.02290(N)    086 46 09.07360(W) AD(       ) 2
 GC0482  NGVD 29 (??/??/92)  138.544  (m)          454.54   (f) ADJ UNCH    2 0
 GC0482
 GC0482.Superseded values are not recommended for survey control.
 GC0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0482.See file dsdata.txt to determine how the superseded data were derived.
 GC0482
 GC0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2075603698(NAD 83)
 GC0482_MARKER: DS = TRIANGULATION STATION DISK
 GC0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0482_STAMPING: MARKS 1959
 GC0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0482+STABILITY: SURFACE MOTION
 GC0482
 GC0482  HISTORY     - Date     Condition        Report By
 GC0482  HISTORY     - 1959     MONUMENTED       CGS
 GC0482  HISTORY     - 1960     GOOD             NGS
 GC0482  HISTORY     - 1966     GOOD             CGS
 GC0482
 GC0482                          STATION DESCRIPTION
 GC0482
 GC0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0482'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF NASHVILLE NEAR THE
 GC0482'SOUTHWEST CORNER OF THE CALDWELL SCHOOL GROUNDS.
 GC0482'
 GC0482'STATION MARK IS 89 FEET NORTHEAST OF THE INTERSECTION OF MERIDIAN
 GC0482'STREET AND MARKS STREET, 39 FEET NORTH OF A Y-INTERSECTION
 GC0482'IN THE SIDEWALK AND 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GC0482'SCHOOL BUILDING.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 GC0482'GROUND AND IS STAMPED MARKS 1959.
 GC0482'
 GC0482'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE SOUTH SCHOOL ENTRANCE ON
 GC0482'THE WEST SIDE, 6 FEET EAST OF THE SECOND SET OF STEPS IN THE
 GC0482'SIDEWALK AND 18 INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK.  THE
 GC0482'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK,
 GC0482'SET FLUSH WITH THE SIDEWALK AND IS STAMPED MARKS NO. 1 1959.
 GC0482'
 GC0482'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE CENTER OF MERIDIAN STREET
 GC0482'AND 3 FEET EAST OF THE EAST CURB OF MERIDIAN STREET.  THE MARK
 GC0482'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK, SET
 GC0482'FLUSH WITH THE SIDEWALK AND IS STAMPED MARKS NO. 2 1959.
 GC0482'
 GC0482'AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF MERIDIAN STREET, 1 FOOT
 GC0482'NORTH OF THE NORTH EDGE OF THE CURB, 1 FOOT EAST OF THE WEST EDGE
 GC0482'OF THE CURB.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC0482'THE CURB, SET FLUSH WITH THE CURB AND IS STAMPED MARKS 1959.
 GC0482'
 GC0482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MERIDIAN
 GC0482'STREET FOR 0.1 MILE TO A ALLEYWAY ON THE LEFT AND THE MARK AS
 GC0482'DESCRIBED.
 GC0482'
 GC0482'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 GC0482
 GC0482                          STATION RECOVERY (1960)
 GC0482
 GC0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0482'IN NASHVILLE.
 GC0482'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF NASHVILLE NEAR
 GC0482'THE SOUTHWEST CORNER OF THE CALDWELL SCHOOL GROUNDS.  STATION
 GC0482'MARK IS 89 FT. NORTHEAST OF THE INTERSECTION OF MERIDIAN STREET
 GC0482'AND MARKS STREET, 39 FT. NORTH OF A Y INTERSECTION IN THE
 GC0482'SIDEWALK AND 30 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GC0482'SCHOOL BUILDING SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 GC0482'WITH THE SURFACE OF THE GROUND.
 GC0482
 GC0482                          STATION RECOVERY (1966)
 GC0482
 GC0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GC0482'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION, HOWEVER
 GC0482'THE AZIMUTH MARK WOULD BE DESTROYED BY HIGHWAY CONSTRUCTION AND
 GC0482'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 GC0482'DESCRIPTION FOLLOWS.
 GC0482'
 GC0482'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF NASHVILLE AND IN
 GC0482'THE SOUTHWEST CORNER OF THE CALDWELL SCHOOL GROUNDS.
 GC0482'
 GC0482'THE STATION IS 89 FEET NORTHEAST OF THE INTERSECTION OF MERIDIAN AND
 GC0482'MARKS STREETS, 39 FEET NORTH OF A Y INTERSECTION IN A SIDEWALK, 34
 GC0482'FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING AND 18 FEET
 GC0482'WEST OF A 24-INCH MAPLE TREE.  THE SURFACE MARK IS A STANDARD
 GC0482'U.S.C. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP OF A
 GC0482'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC0482'MARKS 1959.
 GC0482'
 GC0482'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE SOUTHERN MOST ENTRANCE ON
 GC0482'THE WEST SIDE OF THE SCHOOL BUILDING, 6 FEET EAST OF THE TOP OF
 GC0482'THE SECOND SET OF STEPS IN THE SIDEWALK TO THAT ENTRANCE AND 1.5 FEET
 GC0482'NORTH OF THE SOUTH EDGE OF THE SIDEWALK.  THE MARK IS A STANDARD
 GC0482'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL HOLE IN
 GC0482'THE SIDEWALK AND THE DISK IS STAMPED MARKS NO. 1 1959.
 GC0482'
 GC0482'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF A UTILITY POLE, 22 FEET EAST
 GC0482'OF THE APPROXIMATE CENTER OF MERIDIAN STREET, 7 FEET SOUTH OF THE
 GC0482'WEST END OF A SIDEWALK LEADING EAST AND 3 FEET EAST OF THE EAST CURB
 GC0482'OF MERIDIAN STREET.  THE MARK IS A STANDARD U.S.C. AND G.S.
 GC0482'REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL HOLE IN A SIDEWALK AND
 GC0482'THE DISK IS STAMPED MARKS NO. 2 1959.
 GC0482'
 GC0482'THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 GC0482'MERIDIAN AND TREUTLAN STREETS, 56 FEET NORTHEAST OF THE BOTTOM OF
 GC0482'THE CENTER METAL HANDRAIL OF THE STEPS TO NORTH EDGEFIELD BAPTIST
 GC0482'CHURCH, 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN
 GC0482'BUILDING AT 516 MERIDIAN STREET, 21 FEET WEST OF THE APPROXIMATE
 GC0482'CENTER OF MERIDIAN STREET, 18 FEET NORTH OF THE APPROXIMATE CENTER OF
 GC0482'TREUTLAN STREET AND 7 FEET SOUTH OF A POWERLINE POLE.  THE MARK IS A
 GC0482'STANDARD U.S.C. AND G.S. AZIMUTH MARK DISK CEMENTED FLUSH IN A DRILL
 GC0482'HOLE IN A CONCRETE CURB AND THE DISK IS STAMPED MARKS 1959 AZ 2
 GC0482'1966.
 GC0482'
 GC0482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MERIDIAN
 GC0482'STREET FOR 0.15 MILE TO THE INTERSECTION OF TREUTLAN STREET AND
 GC0482'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0483 ***********************************************************************
 GC0483  DESIGNATION -  MARKS RM 1
 GC0483  PID         -  GC0483
 GC0483  STATE/COUNTY-  TN/DAVIDSON
 GC0483  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0483
 GC0483                         *CURRENT SURVEY CONTROL
 GC0483  ___________________________________________________________________
 GC0483* NAD 83(1986)-  36 10 40.     (N)    086 46 09.     (W)     SCALED    
 GC0483* NAVD 88     -       139.296  (meters)     457.01   (feet)  ADJUSTED  
 GC0483  ___________________________________________________________________
 GC0483  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0483  DYNAMIC HT  -         139.177 (meters)     456.62  (feet)  COMP
 GC0483  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GC0483
 GC0483  VERT ORDER  -  SECOND    CLASS 0
 GC0483
 GC0483.The horizontal coordinates were scaled from a topographic map and have
 GC0483.an estimated accuracy of +/- 6 seconds.
 GC0483
 GC0483.The orthometric height was determined by differential leveling
 GC0483.and adjusted by the National Geodetic Survey in June 1991..
 GC0483
 GC0483.The geoid height was determined by GEOID03.
 GC0483
 GC0483.The dynamic height is computed by dividing the NAVD 88
 GC0483.geopotential number by the normal gravity value computed on the
 GC0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0483.degrees latitude (g = 980.6199 gals.).
 GC0483
 GC0483.The modeled gravity was interpolated from observed gravity values.
 GC0483
 GC0483;                    North         East    Units  Estimated Accuracy
 GC0483;SPC TN       -   204,910.      530,810.      MT  (+/- 180 meters Scaled)
 GC0483
 GC0483                          SUPERSEDED SURVEY CONTROL
 GC0483
 GC0483  NGVD 29 (??/??/92)  139.322  (m)          457.09   (f) ADJ UNCH    2 0
 GC0483
 GC0483.Superseded values are not recommended for survey control.
 GC0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0483.See file dsdata.txt to determine how the superseded data were derived.
 GC0483
 GC0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF207036(NAD 83)
 GC0483_MARKER: DR = REFERENCE MARK DISK
 GC0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0483_SP_SET: SIDEWALK
 GC0483_STAMPING: MARKS NO 1 1959
 GC0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0483
 GC0483  HISTORY     - Date     Condition        Report By
 GC0483  HISTORY     - 1959     MONUMENTED       CGS
 GC0483  HISTORY     - 1960     GOOD             NGS
 GC0483
 GC0483                          STATION DESCRIPTION
 GC0483
 GC0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0483'IN NASHVILLE.
 GC0483'THIS MARK IS LOCATED AT THE MARKS 1959 STATION SITE, 85.9 FT.
 GC0483'NORTH OF THE STATION SITE, 15 FT. WEST OF THE SOUTH SCHOOL
 GC0483'ENTRANCE ON THE WEST SIDE, 6 FT. EAST OF THE SECOND SET OF STEPS
 GC0483'IN THE SIDEWALK AND 18 INCHES NORTH OF THE SOUTH EDGE OF THE
 GC0483'SIDEWALK DRILLED IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0481 ***********************************************************************
 GC0481  DESIGNATION -  MARKS RM 2
 GC0481  PID         -  GC0481
 GC0481  STATE/COUNTY-  TN/DAVIDSON
 GC0481  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0481
 GC0481                         *CURRENT SURVEY CONTROL
 GC0481  ___________________________________________________________________
 GC0481* NAD 83(1986)-  36 10 40.     (N)    086 46 09.     (W)     SCALED    
 GC0481* NAVD 88     -       136.647  (meters)     448.32   (feet)  ADJUSTED  
 GC0481  ___________________________________________________________________
 GC0481  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC0481  DYNAMIC HT  -         136.530 (meters)     447.93  (feet)  COMP
 GC0481  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GC0481
 GC0481  VERT ORDER  -  SECOND    CLASS 0
 GC0481
 GC0481.The horizontal coordinates were scaled from a topographic map and have
 GC0481.an estimated accuracy of +/- 6 seconds.
 GC0481
 GC0481.The orthometric height was determined by differential leveling
 GC0481.and adjusted by the National Geodetic Survey in June 1991..
 GC0481
 GC0481.The geoid height was determined by GEOID03.
 GC0481
 GC0481.The dynamic height is computed by dividing the NAVD 88
 GC0481.geopotential number by the normal gravity value computed on the
 GC0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0481.degrees latitude (g = 980.6199 gals.).
 GC0481
 GC0481.The modeled gravity was interpolated from observed gravity values.
 GC0481
 GC0481;                    North         East    Units  Estimated Accuracy
 GC0481;SPC TN       -   204,910.      530,810.      MT  (+/- 180 meters Scaled)
 GC0481
 GC0481                          SUPERSEDED SURVEY CONTROL
 GC0481
 GC0481  NGVD 29 (??/??/92)  136.673  (m)          448.40   (f) ADJ UNCH    2 0
 GC0481
 GC0481.Superseded values are not recommended for survey control.
 GC0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0481.See file dsdata.txt to determine how the superseded data were derived.
 GC0481
 GC0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF207036(NAD 83)
 GC0481_MARKER: DR = REFERENCE MARK DISK
 GC0481_SETTING: 0 = UNSPECIFIED SETTING
 GC0481_STAMPING: MARKS NO 2 1959
 GC0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0481
 GC0481  HISTORY     - Date     Condition        Report By
 GC0481  HISTORY     - 1959     MONUMENTED       CGS
 GC0481  HISTORY     - 1960     GOOD             NGS
 GC0481
 GC0481                          STATION DESCRIPTION
 GC0481
 GC0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0481'IN NASHVILLE.
 GC0481'THIS MARK IS LOCATED AT THE MARKS 1959 STATION SITE, 74.4 FT.
 GC0481'WEST-NORTHWEST OF THE STATION MARK, 30 FT. EAST OF THE CENTER
 GC0481'OF MERIDIAN STREET AND 3 FT. EAST OF THE EAST CURB OF MERIDIAN
 GC0481'STREET DRILLED IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2563 ***********************************************************************
 GB2563  DESIGNATION -  MARLOW
 GB2563  PID         -  GB2563
 GB2563  STATE/COUNTY-  TN/MORGAN
 GB2563  USGS QUAD   -  WINDROCK (1975)
 GB2563
 GB2563                         *CURRENT SURVEY CONTROL
 GB2563  ___________________________________________________________________
 GB2563* NAD 83(1995)-  36 02 30.89275(N)    084 22 23.52830(W)     ADJUSTED  
 GB2563* NAVD 88     -       289.3    (meters)     949.     (feet)  VERTCON   
 GB2563  ___________________________________________________________________
 GB2563  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 GB2563  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 GB2563
 GB2563  HORZ ORDER  -  SECOND
 GB2563
 GB2563.The horizontal coordinates were established by classical geodetic methods
 GB2563.and adjusted by the National Geodetic Survey in April 1999..
 GB2563
 GB2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2563
 GB2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2563
 GB2563.The geoid height was determined by GEOID03.
 GB2563
 GB2563;                    North         East     Units Scale Factor Converg.
 GB2563;SPC TN       -   190,784.393   746,587.069   MT  0.99995496   +0 57 08.6
 GB2563;SPC TN       -   625,931.80  2,449,427.74   sFT  0.99995496   +0 57 08.6
 GB2563;UTM  16      - 3,991,790.488   736,647.411   MT  1.00029010   +1 32 46.6
 GB2563
 GB2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2563!SPC TN       -   0.99995932  x   0.99995496  =   0.99991428
 GB2563!UTM  16      -   0.99995932  x   1.00029010  =   1.00024941
 GB2563
 GB2563|---------------------------------------------------------------------|
 GB2563| PID    Reference Object                     Distance      Geod. Az  |
 GB2563|                                                           dddmmss.s |
 GB2563| DB9687 MARLOW RM 1                           4.957 METERS 06122     |
 GB2563| DB9686 MARLOW AZ MK                                       2495618.3 |
 GB2563| DB9688 MARLOW RM 2                           4.112 METERS 25936     |
 GB2563|---------------------------------------------------------------------|
 GB2563
 GB2563                          SUPERSEDED SURVEY CONTROL
 GB2563
 GB2563  NAD 83(1995)-  36 02 30.89981(N)    084 22 23.52835(W) AD(       ) 2
 GB2563  NAD 83(1995)-  36 02 30.89992(N)    084 22 23.52666(W) AD(       ) 2
 GB2563  NAD 83(1986)-  36 02 30.90568(N)    084 22 23.52616(W) AD(       ) 2
 GB2563  NAD 27      -  36 02 30.62690(N)    084 22 23.78571(W) AD(       ) 2
 GB2563  NGVD 29 (07/19/86)  289.4    (m)          949.     (f) VERT ANG       
 GB2563
 GB2563.Superseded values are not recommended for survey control.
 GB2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2563.See file dsdata.txt to determine how the superseded data were derived.
 GB2563
 GB2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3664791790(NAD 83)
 GB2563_MARKER: DD = SURVEY DISK
 GB2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2563
 GB2563  HISTORY     - Date     Condition        Report By
 GB2563  HISTORY     - 1965     MONUMENTED       TNHD
 GB2563
 GB2563                          STATION DESCRIPTION
 GB2563
 GB2563'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GB2563'THE STATION IS LOCATED ABOUT 2 MILES WEST OF OLIVER SPRINGS.
 GB2563'
 GB2563'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 62 AND STATE
 GB2563'ROUTE 61 IN OLIVER
 GB2563'SPRINGS, GO WESTERLY ON STATE ROUTE 62 FOR 2.25
 GB2563'MILES TO THE STATION ON THE LEFT.
 GB2563'
 GB2563'THE STATION IS 31 FEET NORTH OF THE EDGE OF A STAND OF WOODS, 29 FEET
 GB2563'SOUTH OF THE
 GB2563'APPROXIMATE CENTER OF STATE ROUTE 62, 6 FEET SOUTH OF
 GB2563'THE EDGE OF THE BANK OF A
 GB2563'HIGHWAY CUT AND 3.5 FEET SOUTH OF A METAL
 GB2563'WITNESS POST WITH SIGN.  THE SURFACE AND
 GB2563'UNDERGROUND MARKS ARE
 GB2563'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2563'ARE STAMPED MARLOW
 GB2563'1965.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GB2563'SURFACE.  THE SURFACE
 GB2563'DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GB2563'CONCRETE MONUMENT.
 GB2563'
 GB2563'REFERENCE MARK NO. 1 IS 64 FEET WEST OF TELEPHONE POLE NO. 39, 35
 GB2563'FEET NORTH OF THE
 GB2563'EDGE OF A STAND OF WOODS, 28 FEET SOUTH OF THE
 GB2563'APPROXIMATE CENTER OF STATE ROUTE 62
 GB2563'AND 1 FOOT SOUTH OF THE EDGE OF
 GB2563'THE BANK OF A HIGHWAY CUT.  IT IS A STANDARD TENNESSEE
 GB2563'HIGHWAY
 GB2563'DEPARTMENT DISK CEMENTED FLUSH IN A DRILLED HOLE IN OUTCROPPING
 GB2563'BEDROCK AND THE
 GB2563'DISK IS STAMPED MARLOW RM-1 1965.
 GB2563'
 GB2563'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE EDGE OF A STAND OF
 GB2563'WOODS, 26 FEET
 GB2563'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 62, AND
 GB2563'3 FEET SOUTH OF THE EDGE OF THE
 GB2563'BANK OF A HIGHWAY CUT.  IT IS A
 GB2563'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2563'CEMENTED FLUSH IN A
 GB2563'DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 GB2563'MARLOW RM-2
 GB2563'1965.
 GB2563'
 GB2563'THE AZIMUTH MARK IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GB2563'ROUTE 62 AND 2.1
 GB2563'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 GB2563'IT IS A STANDARD TENNESSEE HIGHWAY
 GB2563'DEPARTMENT DISK CEMENTED FLUSH IN
 GB2563'A DRILLED HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 GB2563'STAMPED MARLOW
 GB2563'AZI 1965.
 GB2563'
 GB2563'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON
 GB2563'STATE ROUTE 62 FOR
 GB2563'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GB2563'DESCRIBED.
 GB2563'
 GB2563'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2563'
 GB2563'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2381 ***********************************************************************
 GB2381  DESIGNATION -  MARR
 GB2381  PID         -  GB2381
 GB2381  STATE/COUNTY-  TN/OVERTON
 GB2381  USGS QUAD   -  ALPINE (1979)
 GB2381
 GB2381                         *CURRENT SURVEY CONTROL
 GB2381  ___________________________________________________________________
 GB2381* NAD 83(1995)-  36 28 09.87675(N)    085 12 14.13147(W)     ADJUSTED  
 GB2381* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 GB2381  ___________________________________________________________________
 GB2381  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 GB2381  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB2381
 GB2381  HORZ ORDER  -  THIRD
 GB2381
 GB2381.The horizontal coordinates were established by classical geodetic methods
 GB2381.and adjusted by the National Geodetic Survey in April 1999..
 GB2381
 GB2381.The orthometric height was scaled from a topographic map.
 GB2381
 GB2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2381
 GB2381.The geoid height was determined by GEOID03.
 GB2381
 GB2381;                    North         East     Units Scale Factor Converg.
 GB2381;SPC TN       -   237,291.690   671,349.154   MT  1.00000978   +0 27 57.8
 GB2381;SPC TN       -   778,514.49  2,202,584.68   sFT  1.00000978   +0 27 57.8
 GB2381;UTM  16      - 4,037,514.414   660,918.984   MT  0.99991905   +1 04 04.1
 GB2381
 GB2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2381!SPC TN       -   0.99995611  x   1.00000978  =   0.99996589
 GB2381!UTM  16      -   0.99995611  x   0.99991905  =   0.99987516
 GB2381
 GB2381|---------------------------------------------------------------------|
 GB2381| PID    Reference Object                     Distance      Geod. Az  |
 GB2381|                                                           dddmmss.s |
 GB2381| CG6854 MARR RM 1                            14.387 METERS 01840     |
 GB2381| CG6855 MARR RM 2                            11.973 METERS 11357     |
 GB2381| CG6853 MARR AZ MK                                         1920307.1 |
 GB2381|---------------------------------------------------------------------|
 GB2381
 GB2381                          SUPERSEDED SURVEY CONTROL
 GB2381
 GB2381  NAD 83(1995)-  36 28 09.87696(N)    085 12 14.13269(W) AD(       ) 3
 GB2381  NAD 83(1995)-  36 28 09.88712(N)    085 12 14.13538(W) AD(       ) 3
 GB2381  NAD 83(1986)-  36 28 09.88806(N)    085 12 14.13585(W) AD(       ) 3
 GB2381  NAD 27      -  36 28 09.65500(N)    085 12 14.27800(W) AD(       ) 3
 GB2381
 GB2381.Superseded values are not recommended for survey control.
 GB2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2381.See file dsdata.txt to determine how the superseded data were derived.
 GB2381
 GB2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6091937514(NAD 83)
 GB2381_MARKER: DS = TRIANGULATION STATION DISK
 GB2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2381
 GB2381  HISTORY     - Date     Condition        Report By
 GB2381  HISTORY     - 1949     MONUMENTED       CGS
 GB2381
 GB2381                          STATION DESCRIPTION
 GB2381
 GB2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2381'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF LIVINGSTON ON PROPERTY
 GB2381'OWNED BY O.D. STORY.  IT IS 61 FEET NORTH OF CENTER OF STATE
 GB2381'HIGHWAY 42, 51 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 GB2381'HOUSE AND 24 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS ABOUT
 GB2381'18 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GB2381'MARR 1949.
 GB2381'
 GB2381'REFERENCE MARK NO. 1 IS SET FLUSH IN THE SOUTHEAST CORNER OF A
 GB2381'CONCRETE STEP TO THE PORCH OF CONCRETE HOUSE.  THE DISK IS STAMPED
 GB2381'MARR NO 1 1949.
 GB2381'
 GB2381'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF CENTER OF HIGHWAY, 2 FEET
 GB2381'WEST OF A POWER POLE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 GB2381'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MARR NO 2
 GB2381'1949.
 GB2381'
 GB2381'AZIMUTH MARK IS 27 FEET WEST OF CENTER OF STATE HIGHWAY 42, 3 FEET
 GB2381'NORTH OF A WHITE WITNESS POST, AND 1 FOOT NORTHEAST OF A LARGE OAK
 GB2381'TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MARR
 GB2381'1949.
 GB2381'
 GB2381'TO REACH STATION FROM THE OVERTON COUNTY COURTHOUSE IN LIVINGSTON, GO
 GB2381'NORTHEAST ON STATE HIGHWAY 42 FOR 10.65 MILES TO THE AZIMUTH MARK
 GB2381'ON LEFT NEAR OAK TREE, CONTINUE AHEAD ON HIGHWAY FOR 0.3 MILE TO THE
 GB2381'STATION ON LEFT AS DESCRIBED.
 GB2381'
 GB2381'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0379 ***********************************************************************
 FD0379  DESIGNATION -  MARS
 FD0379  PID         -  FD0379
 FD0379  STATE/COUNTY-  TN/MARSHALL
 FD0379  USGS QUAD   -  BRICK CHURCH (1981)
 FD0379
 FD0379                         *CURRENT SURVEY CONTROL
 FD0379  ___________________________________________________________________
 FD0379* NAD 83(1995)-  35 22 20.32217(N)    086 53 09.90502(W)     ADJUSTED  
 FD0379* NAVD 88     -       273.136  (meters)     896.11   (feet)  ADJUSTED  
 FD0379  ___________________________________________________________________
 FD0379  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FD0379  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0379  DYNAMIC HT  -         272.886 (meters)     895.29  (feet)  COMP
 FD0379  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 FD0379
 FD0379  HORZ ORDER  -  SECOND
 FD0379  VERT ORDER  -  SECOND    CLASS 0
 FD0379
 FD0379.The horizontal coordinates were established by classical geodetic methods
 FD0379.and adjusted by the National Geodetic Survey in April 1999..
 FD0379
 FD0379.The orthometric height was determined by differential leveling
 FD0379.and adjusted by the National Geodetic Survey in June 1991..
 FD0379
 FD0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0379
 FD0379.The geoid height was determined by GEOID03.
 FD0379
 FD0379.The dynamic height is computed by dividing the NAVD 88
 FD0379.geopotential number by the normal gravity value computed on the
 FD0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0379.degrees latitude (g = 980.6199 gals.).
 FD0379
 FD0379.The modeled gravity was interpolated from observed gravity values.
 FD0379
 FD0379;                    North         East     Units Scale Factor Converg.
 FD0379;SPC TN       -   115,638.942   519,481.700   MT  0.99998067   -0 31 07.5
 FD0379;SPC TN       -   379,392.10  1,704,332.88   sFT  0.99998067   -0 31 07.5
 FD0379;UTM  16      - 3,914,338.243   510,347.656   MT  0.99960132   +0 03 57.4
 FD0379
 FD0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0379!SPC TN       -   0.99996148  x   0.99998067  =   0.99994215
 FD0379!UTM  16      -   0.99996148  x   0.99960132  =   0.99956281
 FD0379
 FD0379|---------------------------------------------------------------------|
 FD0379| PID    Reference Object                     Distance      Geod. Az  |
 FD0379|                                                           dddmmss.s |
 FD0379| FD0378 MARS RM 1                             8.635 METERS 07111     |
 FD0379| FD1468 TS J1                               APPROX. 1.7 KM 2274301.5 |
 FD0379| FD0380 MARS RM 2                             6.628 METERS 25056     |
 FD0379|---------------------------------------------------------------------|
 FD0379
 FD0379                          SUPERSEDED SURVEY CONTROL
 FD0379
 FD0379  NAD 83(1995)-  35 22 20.32513(N)    086 53 09.90609(W) AD(       ) 2
 FD0379  NAD 83(1995)-  35 22 20.32717(N)    086 53 09.90694(W) AD(       ) 2
 FD0379  NAD 83(1986)-  35 22 20.33221(N)    086 53 09.90587(W) AD(       ) 2
 FD0379  NAD 27      -  35 22 20.05680(N)    086 53 09.89680(W) AD(       ) 2
 FD0379  NGVD 29 (??/??/92)  273.116  (m)          896.05   (f) ADJ UNCH    2 0
 FD0379
 FD0379.Superseded values are not recommended for survey control.
 FD0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0379.See file dsdata.txt to determine how the superseded data were derived.
 FD0379
 FD0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1034814338(NAD 83)
 FD0379_MARKER: DE = TRAVERSE STATION DISK
 FD0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0379_STAMPING: MARS 1960
 FD0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0379+STABILITY: SURFACE MOTION
 FD0379
 FD0379  HISTORY     - Date     Condition        Report By
 FD0379  HISTORY     - 1960     MONUMENTED       CGS
 FD0379  HISTORY     - 1960     GOOD             CGS
 FD0379
 FD0379                          STATION DESCRIPTION
 FD0379
 FD0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0379'THE STATION IS LOCATED ON THE PROPERTY OF MR ALLEN HICKMAN, ABOUT 8
 FD0379'MILES SOUTHWEST OF
 FD0379'LEWISBURG, AND ABOUT 3 MILES WEST OF CORNERSVILLE.
 FD0379'
 FD0379'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 31A AND STATE
 FD0379'HIGHWAY 129, JUST WEST
 FD0379'OF THE CORNERSVILLE POST OFFICE, GO WEST AND NORTH ON
 FD0379'STATE HIGHWAY 129 FOR 3.85 MILES
 FD0379'TO THE STATION ON THE RIGHT.
 FD0379'
 FD0379'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 FD0379'MONUMENT, STAMPED MARS
 FD0379'1960, AND SET FLUSH.  IT IS 58 FEET SOUTH OF THE
 FD0379'SOUTHWEST CORNER OF A WHITE
 FD0379'FRAME HOUSE, 32 FEET NORTH OF THE CENTER
 FD0379'OF STATE HIGHWAY 129, 4.5 FEET NORTH OF A
 FD0379'STONE RETAINING WALL, AND
 FD0379'NEAR THE CENTER OF THE SOUTH EDGE OF YARD.
 FD0379'
 FD0379'REFERENCE MARK NO 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0379'STAMPED MARS NO 1 1960,
 FD0379'AND SET FLUSH.  IT IS 57 FEET SOUTHEAST OF THE
 FD0379'SOUTHEAST CORNER OF A HOUSE, 32
 FD0379'FEET NORTH OF THE CENTER OF STATE
 FD0379'HIGHWAY 129, AND 7 FEET NORTH OF A STONE RETAINING
 FD0379'WALL.
 FD0379'
 FD0379'REFERENCE MARK NO 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 FD0379'STAMPED MARS NO 2 1960,
 FD0379'AND SET FLUSH.  IT IS 59 FEET SOUTH OF THE SOUTHWEST
 FD0379'CORNER OF A HOUSE, 31 FEET NORTH
 FD0379'OF THE CENTER OF STATE HIGHWAY 129,
 FD0379'AND 4 FEET NORTH OF A STONE RETAINING WALL.
 FD0379'
 FD0379'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 IS
 FD0379'50.1 FEET.
 FD0379'
 FD0379'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, TRAVERSE
 FD0379'STATION TS-J1 WILL SERVE
 FD0379'AS THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 FD0379'
 FD0379'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FD0379
 FD0379                          STATION RECOVERY (1960)
 FD0379
 FD0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0379'9 MI S FROM CORNERSVILLE.
 FD0379'FROM THE POST OFFICE IN CORNERSVILLE, GO SOUTHWEST ON U.S. HIGHWAY
 FD0379'31A FOR 4.45 MILES, THEN 4.55 MILES NORTH ON INTERSTATE HIGHWAY 65
 FD0379'TO THE INTERSECTION OF STATE HIGHWAY 129.  THE STATION MARK IS 58
 FD0379'FT. SOUTH OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 32 FT.
 FD0379'NORTH OF THE CENTER OF STATE HIGHWAY 129, 4.5 FT. NORTH OF A
 FD0379'STONE RETAINING WALL, AND NEAR THE CENTER OF THE SOUTH EDGE
 FD0379'OF THE YARD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS
 FD0379'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0649 ***********************************************************************
 GB0649  DESIGNATION -  MARS
 GB0649  PID         -  GB0649
 GB0649  STATE/COUNTY-  TN/ANDERSON
 GB0649  USGS QUAD   -  NORRIS (1990)
 GB0649
 GB0649                         *CURRENT SURVEY CONTROL
 GB0649  ___________________________________________________________________
 GB0649* NAD 83(1995)-  36 13 33.74985(N)    084 06 12.40356(W)     ADJUSTED  
 GB0649* NAVD 88     -       397.019  (meters)    1302.55   (feet)  ADJUSTED  
 GB0649  ___________________________________________________________________
 GB0649  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 GB0649  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 GB0649  DYNAMIC HT  -         396.663 (meters)    1301.39  (feet)  COMP
 GB0649  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0649
 GB0649  HORZ ORDER  -  SECOND
 GB0649  VERT ORDER  -  SECOND    CLASS 0
 GB0649
 GB0649.The horizontal coordinates were established by classical geodetic methods
 GB0649.and adjusted by the National Geodetic Survey in April 1999..
 GB0649
 GB0649.The orthometric height was determined by differential leveling
 GB0649.and adjusted by the National Geodetic Survey in June 1991..
 GB0649
 GB0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0649
 GB0649.The geoid height was determined by GEOID03.
 GB0649
 GB0649.The dynamic height is computed by dividing the NAVD 88
 GB0649.geopotential number by the normal gravity value computed on the
 GB0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0649.degrees latitude (g = 980.6199 gals.).
 GB0649
 GB0649.The modeled gravity was interpolated from observed gravity values.
 GB0649
 GB0649;                    North         East     Units Scale Factor Converg.
 GB0649;SPC TN       -   211,648.332   770,495.539   MT  0.99997174   +1 06 37.1
 GB0649;SPC TN       -   694,382.90  2,527,867.45   sFT  0.99997174   +1 06 37.1
 GB0649;UTM  16      - 4,012,911.258   760,346.265   MT  1.00043522   +1 42 45.9
 GB0649
 GB0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0649!SPC TN       -   0.99994245  x   0.99997174  =   0.99991419
 GB0649!UTM  16      -   0.99994245  x   1.00043522  =   1.00037764
 GB0649
 GB0649:                Primary Azimuth Mark                     Grid Az
 GB0649:SPC TN       -  HILL                                     121 42 56.8
 GB0649:UTM  16      -  HILL                                     121 06 48.0
 GB0649
 GB0649|---------------------------------------------------------------------|
 GB0649| PID    Reference Object                     Distance      Geod. Az  |
 GB0649|                                                           dddmmss.s |
 GB0649| GB2539 HILL                                APPROX. 3.5 KM 1224933.9 |
 GB0649| GB0648 MARS AZ MK                                         1681226.9 |
 GB0649| GB0650 MARS RM 1                            22.683 METERS 24148     |
 GB0649| GB0651 MARS RM 2                            18.135 METERS 35008     |
 GB0649|---------------------------------------------------------------------|
 GB0649
 GB0649                          SUPERSEDED SURVEY CONTROL
 GB0649
 GB0649  NAD 83(1995)-  36 13 33.75368(N)    084 06 12.40788(W) AD(       ) 2
 GB0649  NAD 83(1995)-  36 13 33.75474(N)    084 06 12.40738(W) AD(       ) 2
 GB0649  NAD 83(1986)-  36 13 33.76189(N)    084 06 12.40308(W) AD(       ) 2
 GB0649  NAD 27      -  36 13 33.48696(N)    084 06 12.69439(W) AD(       ) 2
 GB0649  NGVD 29 (??/??/92)  397.147  (m)         1302.97   (f) ADJ UNCH    2 0
 GB0649
 GB0649.Superseded values are not recommended for survey control.
 GB0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0649.See file dsdata.txt to determine how the superseded data were derived.
 GB0649
 GB0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6034612911(NAD 83)
 GB0649_MARKER: DB = BENCH MARK DISK
 GB0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0649_STAMPING: MARS 1964
 GB0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0649+STABILITY: SURFACE MOTION
 GB0649
 GB0649  HISTORY     - Date     Condition        Report By
 GB0649  HISTORY     - 1964     MONUMENTED       TNHD
 GB0649  HISTORY     - 1964     GOOD             TNHD
 GB0649
 GB0649                          STATION DESCRIPTION
 GB0649
 GB0649'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0649'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF NORRIS.
 GB0649'
 GB0649'TO REACH THE STATION FROM THE WEST SIDE OF THE NORRIS DAM, GO 1.2
 GB0649'MILES WEST ON U.S.  HIGHWAY
 GB0649'441 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 GB0649'AHEAD FOR 0.1 MILE NORTH TO THE
 GB0649'STATION ON THE RIGHT.
 GB0649'
 GB0649'THE STATION MARK IS 60 FEET NORTH OF THE END OF A ROCK AND CEMENT
 GB0649'WALL, 51 FEET EAST OF THE
 GB0649'APPROXIMATE CENTER OF U.S.  HIGHWAY 441, 21 FEET EAST OF
 GB0649'A 14-INCH PINE TREE, 20.1 FEET
 GB0649'NORTHWEST OF A WITNESS POST, 16 FEET
 GB0649'SOUTHWEST OF A 24-INCH ELM TREE AND 12 FEET EAST
 GB0649'OF THE APPROXIMATE
 GB0649'CENTER OF A TRACK ROAD.  THE SURFACE AND UNDERGROUND MARKS ARE
 GB0649'STANDARD
 GB0649'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB0649'MARS 1964.  THE UNDERGROUND
 GB0649'MARK IS ABOUT 30 INCHES BELOW THE
 GB0649'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GB0649'SQUARE, FLUSH,
 GB0649'CONCRETE MONUMENT.
 GB0649'
 GB0649'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE APPROXIMATE CENTER OF
 GB0649'U.S.  HIGHWAY 441
 GB0649'AND 1 FOOT WEST OF A METAL GUARD RAIL.  IT IS A STANDARD
 GB0649'TENNESSEE HIGHWAY DEPARTMENT
 GB0649'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0649'CONCRETE MONUMENT AND THE DISK IS STAMPED MARS
 GB0649'RM-1 1964.
 GB0649'
 GB0649'REFERENCE MARK NO. 2 IS 59 FEET EAST OF THE APPROXIMATE CENTER OF
 GB0649'U.S. HIGHWAY 441, 12 FEET
 GB0649'SOUTH OF A 14-INCH PINE TREE AND 7 FEET WEST OF THE
 GB0649'APPROXIMATE CENTER OF A TRACK
 GB0649'ROAD.  IT IS A STANDARD TENNESSEE
 GB0649'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0649'FLUSH, CONCRETE
 GB0649'MONUMENT AND THE DISK IS STAMPED MARS RM-2 1964.
 GB0649'
 GB0649'THE AZIMUTH MARK IS 52 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GB0649'U.S. HIGHWAY 441, 29 FEET
 GB0649'NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED DRIVE
 GB0649'TO THE NORRIS DAM MOTEL AND 2
 GB0649'FEET NORTHWEST OF A POWER POLE.  IT IS
 GB0649'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GB0649'IN A 10-INCH SQUARE,
 GB0649'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MARS AZI 1964.
 GB0649'
 GB0649'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT STEEL TOWER.
 GB0649'
 GB0649'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GB0649
 GB0649                          STATION RECOVERY (1964)
 GB0649
 GB0649'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GB0649'2.5 MI NW FROM NORRIS.
 GB0649'FROM THE WEST SIDE OF NORRIS DAM, GO NORTH FOR 1.3 MILES TO THE
 GB0649'STATION ON THE RIGHT.  THE STATION MARK IS 60 FEET NORTH OF THE
 GB0649'END OF A ROCK AND CEMENT WALL, 51 FEET EAST OF THE APPROXIMATE
 GB0649'CENTER OF U.S. HIGHWAY 441, 21 FEET EAST OF A 14-INCH PINE TREE,
 GB0649'20.1 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 16 FEET
 GB0649'SOUTHWEST OF A 24-INCH ELM TREE AND 12 FEET EAST OF THE APPROXIMATE
 GB0649'CENTER OF A TRACK ROAD.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0649'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0649'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0648 ***********************************************************************
 GB0648  DESIGNATION -  MARS AZ MK
 GB0648  PID         -  GB0648
 GB0648  STATE/COUNTY-  TN/ANDERSON
 GB0648  USGS QUAD   -  NORRIS (1990)
 GB0648
 GB0648                         *CURRENT SURVEY CONTROL
 GB0648  ___________________________________________________________________
 GB0648* NAD 83(1986)-  36 13 32.     (N)    084 06 12.     (W)     SCALED    
 GB0648* NAVD 88     -       396.848  (meters)    1301.99   (feet)  ADJUSTED  
 GB0648  ___________________________________________________________________
 GB0648  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB0648  DYNAMIC HT  -         396.492 (meters)    1300.82  (feet)  COMP
 GB0648  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0648
 GB0648  VERT ORDER  -  SECOND    CLASS 0
 GB0648
 GB0648.The horizontal coordinates were scaled from a topographic map and have
 GB0648.an estimated accuracy of +/- 6 seconds.
 GB0648
 GB0648.The orthometric height was determined by differential leveling
 GB0648.and adjusted by the National Geodetic Survey in June 1991..
 GB0648
 GB0648.The geoid height was determined by GEOID03.
 GB0648
 GB0648.The dynamic height is computed by dividing the NAVD 88
 GB0648.geopotential number by the normal gravity value computed on the
 GB0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0648.degrees latitude (g = 980.6199 gals.).
 GB0648
 GB0648.The modeled gravity was interpolated from observed gravity values.
 GB0648
 GB0648;                    North         East    Units  Estimated Accuracy
 GB0648;SPC TN       -   211,600.      770,510.      MT  (+/- 180 meters Scaled)
 GB0648
 GB0648                          SUPERSEDED SURVEY CONTROL
 GB0648
 GB0648  NGVD 29 (??/??/??)  397.04   (m)         1302.6    (f) RESET       3  
 GB0648
 GB0648.Superseded values are not recommended for survey control.
 GB0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0648.See file dsdata.txt to determine how the superseded data were derived.
 GB0648
 GB0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF603128(NAD 83)
 GB0648_MARKER: DZ = AZIMUTH MARK DISK
 GB0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0648_STAMPING: MARS AZI 1964
 GB0648_MARK LOGO: TNHD  
 GB0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0648+STABILITY: SURFACE MOTION
 GB0648
 GB0648  HISTORY     - Date     Condition        Report By
 GB0648  HISTORY     - 1964     MONUMENTED       TNHD
 GB0648
 GB0648                          STATION DESCRIPTION
 GB0648
 GB0648'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0648'1.2 MI NW FROM NORRIS.
 GB0648'FROM THE WEST SIDE OF NORRIS DAM GO 1.2 MILES WEST ON U.S. HIGHWAY
 GB0648'441 TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK IS 52 FEET
 GB0648'SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 29 FEET
 GB0648'NORTHEAST OF THE APPROXIMATE CENTER OF THE PAVED DRIVE TO THE
 GB0648'NORRIS DAM MOTEL AND 2 FEET NORTHWEST OF A POWER POLE.  THE
 GB0648'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0648'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0378 ***********************************************************************
 FD0378  DESIGNATION -  MARS RM 1
 FD0378  PID         -  FD0378
 FD0378  STATE/COUNTY-  TN/MARSHALL
 FD0378  USGS QUAD   -  BRICK CHURCH (1981)
 FD0378
 FD0378                         *CURRENT SURVEY CONTROL
 FD0378  ___________________________________________________________________
 FD0378* NAD 83(1986)-  35 22 20.     (N)    086 53 09.     (W)     SCALED    
 FD0378* NAVD 88     -       273.248  (meters)     896.48   (feet)  ADJUSTED  
 FD0378  ___________________________________________________________________
 FD0378  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0378  DYNAMIC HT  -         272.998 (meters)     895.66  (feet)  COMP
 FD0378  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 FD0378
 FD0378  VERT ORDER  -  SECOND    CLASS 0
 FD0378
 FD0378.The horizontal coordinates were scaled from a topographic map and have
 FD0378.an estimated accuracy of +/- 6 seconds.
 FD0378
 FD0378.The orthometric height was determined by differential leveling
 FD0378.and adjusted by the National Geodetic Survey in June 1991..
 FD0378
 FD0378.The geoid height was determined by GEOID03.
 FD0378
 FD0378.The dynamic height is computed by dividing the NAVD 88
 FD0378.geopotential number by the normal gravity value computed on the
 FD0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0378.degrees latitude (g = 980.6199 gals.).
 FD0378
 FD0378.The modeled gravity was interpolated from observed gravity values.
 FD0378
 FD0378;                    North         East    Units  Estimated Accuracy
 FD0378;SPC TN       -   115,630.      519,500.      MT  (+/- 180 meters Scaled)
 FD0378
 FD0378                          SUPERSEDED SURVEY CONTROL
 FD0378
 FD0378  NGVD 29 (??/??/92)  273.228  (m)          896.42   (f) ADJ UNCH    2 0
 FD0378
 FD0378.Superseded values are not recommended for survey control.
 FD0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0378.See file dsdata.txt to determine how the superseded data were derived.
 FD0378
 FD0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE103143(NAD 83)
 FD0378_MARKER: DR = REFERENCE MARK DISK
 FD0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0378_STAMPING: MARS NO 1 1960
 FD0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0378+STABILITY: SURFACE MOTION
 FD0378
 FD0378  HISTORY     - Date     Condition        Report By
 FD0378  HISTORY     - 1960     MONUMENTED       CGS
 FD0378
 FD0378                          STATION DESCRIPTION
 FD0378
 FD0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0378'9 MI S FROM CORNERSVILLE.
 FD0378'THIS MARK IS LOCATED AT THE MARS 1960 STATION SITE, 28.3 FT. EAST
 FD0378'OF THE STATION MARK, 57 FT. SOUTHEAST OF THE SOUTHEAST CORNER
 FD0378'OF A HOUSE, 32 FT. NORTH OF THE CENTER OF STATE HIGHWAY 129, AND
 FD0378'7 FT. NORTH OF A STONE RETAINING WALL.  THE DISK IS SET IN TOP
 FD0378'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0650 ***********************************************************************
 GB0650  DESIGNATION -  MARS RM 1
 GB0650  PID         -  GB0650
 GB0650  STATE/COUNTY-  TN/ANDERSON
 GB0650  USGS QUAD   -  NORRIS (1990)
 GB0650
 GB0650                         *CURRENT SURVEY CONTROL
 GB0650  ___________________________________________________________________
 GB0650* NAD 83(1986)-  36 13 34.     (N)    084 06 12.     (W)     SCALED    
 GB0650* NAVD 88     -       397.285  (meters)    1303.43   (feet)  ADJUSTED  
 GB0650  ___________________________________________________________________
 GB0650  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB0650  DYNAMIC HT  -         396.930 (meters)    1302.26  (feet)  COMP
 GB0650  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0650
 GB0650  VERT ORDER  -  SECOND    CLASS 0
 GB0650
 GB0650.The horizontal coordinates were scaled from a topographic map and have
 GB0650.an estimated accuracy of +/- 6 seconds.
 GB0650
 GB0650.The orthometric height was determined by differential leveling
 GB0650.and adjusted by the National Geodetic Survey in June 1991..
 GB0650
 GB0650.The geoid height was determined by GEOID03.
 GB0650
 GB0650.The dynamic height is computed by dividing the NAVD 88
 GB0650.geopotential number by the normal gravity value computed on the
 GB0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0650.degrees latitude (g = 980.6199 gals.).
 GB0650
 GB0650.The modeled gravity was interpolated from observed gravity values.
 GB0650
 GB0650;                    North         East    Units  Estimated Accuracy
 GB0650;SPC TN       -   211,660.      770,510.      MT  (+/- 180 meters Scaled)
 GB0650
 GB0650                          SUPERSEDED SURVEY CONTROL
 GB0650
 GB0650  NGVD 29 (??/??/92)  397.414  (m)         1303.85   (f) ADJ UNCH    2 0
 GB0650
 GB0650.Superseded values are not recommended for survey control.
 GB0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0650.See file dsdata.txt to determine how the superseded data were derived.
 GB0650
 GB0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF603129(NAD 83)
 GB0650_MARKER: DR = REFERENCE MARK DISK
 GB0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0650_STAMPING: MARS RM-1 1964
 GB0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0650+STABILITY: SURFACE MOTION
 GB0650
 GB0650  HISTORY     - Date     Condition        Report By
 GB0650  HISTORY     - 1964     MONUMENTED       TNHD
 GB0650
 GB0650                          STATION DESCRIPTION
 GB0650
 GB0650'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0650'2.5 MI NW FROM NORRIS.
 GB0650'THE MARK IS LOCATED AT THE MARS 1964 STATION SITE.  THE MARK IS
 GB0650'23 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 12
 GB0650'FEET SOUTH OF A 14-INCH PINE TREE AND 7 FEET WEST OF THE APPROXIMATE
 GB0650'CENTER OF A TRACK ROAD.  THE MARK IS A STANDARD TENNESSEE
 GB0650'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0650'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0380 ***********************************************************************
 FD0380  DESIGNATION -  MARS RM 2
 FD0380  PID         -  FD0380
 FD0380  STATE/COUNTY-  TN/MARSHALL
 FD0380  USGS QUAD   -  BRICK CHURCH (1981)
 FD0380
 FD0380                         *CURRENT SURVEY CONTROL
 FD0380  ___________________________________________________________________
 FD0380* NAD 83(1986)-  35 22 20.     (N)    086 53 09.     (W)     SCALED    
 FD0380* NAVD 88     -       272.938  (meters)     895.46   (feet)  ADJUSTED  
 FD0380  ___________________________________________________________________
 FD0380  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD0380  DYNAMIC HT  -         272.689 (meters)     894.65  (feet)  COMP
 FD0380  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 FD0380
 FD0380  VERT ORDER  -  SECOND    CLASS 0
 FD0380
 FD0380.The horizontal coordinates were scaled from a topographic map and have
 FD0380.an estimated accuracy of +/- 6 seconds.
 FD0380
 FD0380.The orthometric height was determined by differential leveling
 FD0380.and adjusted by the National Geodetic Survey in June 1991..
 FD0380
 FD0380.The geoid height was determined by GEOID03.
 FD0380
 FD0380.The dynamic height is computed by dividing the NAVD 88
 FD0380.geopotential number by the normal gravity value computed on the
 FD0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0380.degrees latitude (g = 980.6199 gals.).
 FD0380
 FD0380.The modeled gravity was interpolated from observed gravity values.
 FD0380
 FD0380;                    North         East    Units  Estimated Accuracy
 FD0380;SPC TN       -   115,630.      519,500.      MT  (+/- 180 meters Scaled)
 FD0380
 FD0380                          SUPERSEDED SURVEY CONTROL
 FD0380
 FD0380  NGVD 29 (??/??/92)  272.918  (m)          895.40   (f) ADJ UNCH    2 0
 FD0380
 FD0380.Superseded values are not recommended for survey control.
 FD0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0380.See file dsdata.txt to determine how the superseded data were derived.
 FD0380
 FD0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE103143(NAD 83)
 FD0380_MARKER: DR = REFERENCE MARK DISK
 FD0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0380_STAMPING: MARS NO 2 1960
 FD0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0380+STABILITY: SURFACE MOTION
 FD0380
 FD0380  HISTORY     - Date     Condition        Report By
 FD0380  HISTORY     - 1960     MONUMENTED       CGS
 FD0380
 FD0380                          STATION DESCRIPTION
 FD0380
 FD0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0380'9 MI S FROM CORNERSVILLE.
 FD0380'THIS MARK IS LOCATED AT THE MARS 1960 STATION SITE, 21.7 FT.
 FD0380'WEST OF THE STATION MARK, 59 FT. SOUTH OF THE SOUTHWEST CORNER
 FD0380'OF A HOUSE, 31 FT. NORTH OF THE CENTER OF STATE HIGHWAY 129,
 FD0380'AND 4 FT. NORTH OF A STONE RETAINING WALL.  THE DISK IS SET
 FD0380'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0651 ***********************************************************************
 GB0651  DESIGNATION -  MARS RM 2
 GB0651  PID         -  GB0651
 GB0651  STATE/COUNTY-  TN/ANDERSON
 GB0651  USGS QUAD   -  NORRIS (1990)
 GB0651
 GB0651                         *CURRENT SURVEY CONTROL
 GB0651  ___________________________________________________________________
 GB0651* NAD 83(1986)-  36 13 34.     (N)    084 06 12.     (W)     SCALED    
 GB0651* NAVD 88     -       398.931  (meters)    1308.83   (feet)  ADJUSTED  
 GB0651  ___________________________________________________________________
 GB0651  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 GB0651  DYNAMIC HT  -         398.574 (meters)    1307.65  (feet)  COMP
 GB0651  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 GB0651
 GB0651  VERT ORDER  -  SECOND    CLASS 0
 GB0651
 GB0651.The horizontal coordinates were scaled from a topographic map and have
 GB0651.an estimated accuracy of +/- 6 seconds.
 GB0651
 GB0651.The orthometric height was determined by differential leveling
 GB0651.and adjusted by the National Geodetic Survey in June 1991..
 GB0651
 GB0651.The geoid height was determined by GEOID03.
 GB0651
 GB0651.The dynamic height is computed by dividing the NAVD 88
 GB0651.geopotential number by the normal gravity value computed on the
 GB0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0651.degrees latitude (g = 980.6199 gals.).
 GB0651
 GB0651.The modeled gravity was interpolated from observed gravity values.
 GB0651
 GB0651;                    North         East    Units  Estimated Accuracy
 GB0651;SPC TN       -   211,660.      770,510.      MT  (+/- 180 meters Scaled)
 GB0651
 GB0651                          SUPERSEDED SURVEY CONTROL
 GB0651
 GB0651  NGVD 29 (??/??/92)  399.060  (m)         1309.25   (f) ADJ UNCH    2 0
 GB0651
 GB0651.Superseded values are not recommended for survey control.
 GB0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0651.See file dsdata.txt to determine how the superseded data were derived.
 GB0651
 GB0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF603129(NAD 83)
 GB0651_MARKER: DR = REFERENCE MARK DISK
 GB0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0651_STAMPING: MARS RM-2 1964
 GB0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0651+STABILITY: SURFACE MOTION
 GB0651
 GB0651  HISTORY     - Date     Condition        Report By
 GB0651  HISTORY     - 1964     MONUMENTED       TNHD
 GB0651
 GB0651                          STATION DESCRIPTION
 GB0651
 GB0651'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0651'2.5 MI NW FROM NORRIS.
 GB0651'THE MARK IS LOCATED AT THE MARS 1964 STATION SITE.  THE MARK IS
 GB0651'59 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 441, 29
 GB0651'FEET SOUTH OF A 14-INCH PINE TREE AND 7 FEET WEST OF THE
 GB0651'APPROXIMATE CENTER OF A TRACK ROAD.  THE MARK IS A STANDARD
 GB0651'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH
 GB0651'SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0831 ***********************************************************************
 GB0831  DESIGNATION -  MART
 GB0831  PID         -  GB0831
 GB0831  STATE/COUNTY-  TN/ANDERSON
 GB0831  USGS QUAD   -  LAKE CITY (1973)
 GB0831
 GB0831                         *CURRENT SURVEY CONTROL
 GB0831  ___________________________________________________________________
 GB0831* NAD 83(1995)-  36 09 04.70691(N)    084 08 51.57615(W)     ADJUSTED  
 GB0831* NAVD 88     -       269.070  (meters)     882.77   (feet)  ADJUSTED  
 GB0831  ___________________________________________________________________
 GB0831  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 GB0831  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0831  DYNAMIC HT  -         268.827 (meters)     881.98  (feet)  COMP
 GB0831  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GB0831
 GB0831  HORZ ORDER  -  SECOND
 GB0831  VERT ORDER  -  SECOND    CLASS 0
 GB0831
 GB0831.The horizontal coordinates were established by classical geodetic methods
 GB0831.and adjusted by the National Geodetic Survey in April 1999..
 GB0831
 GB0831.The orthometric height was determined by differential leveling
 GB0831.and adjusted by the National Geodetic Survey in June 1991..
 GB0831
 GB0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0831
 GB0831.The geoid height was determined by GEOID03.
 GB0831
 GB0831.The dynamic height is computed by dividing the NAVD 88
 GB0831.geopotential number by the normal gravity value computed on the
 GB0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0831.degrees latitude (g = 980.6199 gals.).
 GB0831
 GB0831.The modeled gravity was interpolated from observed gravity values.
 GB0831
 GB0831;                    North         East     Units Scale Factor Converg.
 GB0831;SPC TN       -   203,281.270   766,678.177   MT  0.99996368   +1 05 04.0
 GB0831;SPC TN       -   666,931.97  2,515,343.32   sFT  0.99996368   +1 05 04.0
 GB0831;UTM  16      - 4,004,500.798   756,615.144   MT  1.00041146   +1 41 00.9
 GB0831
 GB0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0831!SPC TN       -   0.99996254  x   0.99996368  =   0.99992622
 GB0831!UTM  16      -   0.99996254  x   1.00041146  =   1.00037398
 GB0831
 GB0831|---------------------------------------------------------------------|
 GB0831| PID    Reference Object                     Distance      Geod. Az  |
 GB0831|                                                           dddmmss.s |
 GB0831| GB0830 MART RM 1                             7.306 METERS 02700     |
 GB0831| GB0833 MART AZ MK                                         2083325.3 |
 GB0831| GB0832 MART RM 2                             6.703 METERS 20925     |
 GB0831|---------------------------------------------------------------------|
 GB0831
 GB0831                          SUPERSEDED SURVEY CONTROL
 GB0831
 GB0831  NAD 83(1995)-  36 09 04.71050(N)    084 08 51.57928(W) AD(       ) 2
 GB0831  NAD 83(1995)-  36 09 04.71082(N)    084 08 51.57887(W) AD(       ) 2
 GB0831  NAD 83(1986)-  36 09 04.71808(N)    084 08 51.57523(W) AD(       ) 2
 GB0831  NAD 27      -  36 09 04.43982(N)    084 08 51.86473(W) AD(       ) 2
 GB0831  NGVD 29 (??/??/92)  269.204  (m)          883.21   (f) ADJ UNCH    2 0
 GB0831
 GB0831.Superseded values are not recommended for survey control.
 GB0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0831.See file dsdata.txt to determine how the superseded data were derived.
 GB0831
 GB0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF5661504501(NAD 83)
 GB0831_MARKER: DD = SURVEY DISK
 GB0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0831_STAMPING: MART 1964
 GB0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0831+STABILITY: SURFACE MOTION
 GB0831
 GB0831  HISTORY     - Date     Condition        Report By
 GB0831  HISTORY     - 1964     MONUMENTED       TNHD
 GB0831  HISTORY     - 1965     GOOD             TNHD
 GB0831
 GB0831                          STATION DESCRIPTION
 GB0831
 GB0831'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0831'THE STATION IS ABOUT 4 MILES NORTH OF CLINTON.
 GB0831'
 GB0831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GB0831'ROUTE 61 IN CLINTON, GO
 GB0831'NORTH ON U.S.  HIGHWAY 25W FOR 3.95 MILES TO THE
 GB0831'AZIMUTH MARK ON THE LEFT,
 GB0831'CONTINUE FOR 0.2 MILE TO THE STATION ON THE
 GB0831'RIGHT.
 GB0831'
 GB0831'THE STATION IS 45 FEET SOUTHWEST OF A 12-INCH CEDAR TREE AND 18 FEET
 GB0831'SOUTHEAST OF THE
 GB0831'APPROXIMATE CENTER OF U.S.  HIGHWAY 25W.
 GB0831'
 GB0831'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GB0831'DEPARTMENT DISK AND ARE
 GB0831'STAMPED MART 1964.  THE UNDERGROUND MARK IS ABOUT 30
 GB0831'INCHES BELOW THE SURFACE.  THE
 GB0831'SURFACE DISK IS SET IN A 10-INCH
 GB0831'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB0831'
 GB0831'REFERENCE MARK NO. 1 IS 25 FEET SOUTHWEST OF A 12-INCH CEDAR TREE AND
 GB0831'18 FEET SOUTHEAST OF THE
 GB0831'APPROXIMATE CENTER OF U.S.  HIGHWAY 25W.  IT IS A
 GB0831'STANDARD TENNESSEE HIGHWAY
 GB0831'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GB0831'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GB0831'STAMPED MART RM-1 1964.
 GB0831'
 GB0831'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF A BRACE POLE AND 18 FEET
 GB0831'SOUTHEAST OF THE
 GB0831'APPROXIMATE CENTER OF U.S.  HIGHWAY 25W.  IT IS A STANDARD
 GB0831'TENNESSEE HIGHWAY
 GB0831'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0831'CONCRETE MONUMENT AND THE DISK IS
 GB0831'STAMPED MART RM-2 1964.
 GB0831'
 GB0831'THE AZIMUTH MARK IS 22 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GB0831'U.S. HIGHWAY 25W AND 4 FEET
 GB0831'SOUTH OF POWER POLE NO.  991.  IT IS A STANDARD
 GB0831'TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0831'SET IN A 10-INCH SQUARE, FLUSH,
 GB0831'CONCRETE MONUMENT AND THE DISK IS STAMPED MART AZI
 GB0831'1964.
 GB0831'
 GB0831'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0831'
 GB0831'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0831
 GB0831                          STATION RECOVERY (1965)
 GB0831
 GB0831'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0831'4.2 MI N FROM CLINTON.
 GB0831'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 AT
 GB0831'CLINTON, GO NORTH ON U.S. HIGHWAY 25W FOR 4.15 MILES TO THE
 GB0831'MARK ON THE RIGHT.  THE MARK IS 45 FEET SOUTHWEST OF A 12-INCH
 GB0831'CEDAR TREE AND 18 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0831'U.S. HIGHWAY 25W.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GB0831'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0831'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0833 ***********************************************************************
 GB0833  DESIGNATION -  MART AZ MK
 GB0833  PID         -  GB0833
 GB0833  STATE/COUNTY-  TN/ANDERSON
 GB0833  USGS QUAD   -  LAKE CITY (1973)
 GB0833
 GB0833                         *CURRENT SURVEY CONTROL
 GB0833  ___________________________________________________________________
 GB0833* NAD 83(1986)-  36 08 53.     (N)    084 08 59.     (W)     SCALED    
 GB0833* NAVD 88     -       268.816  (meters)     881.94   (feet)  ADJUSTED  
 GB0833  ___________________________________________________________________
 GB0833  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0833  DYNAMIC HT  -         268.573 (meters)     881.14  (feet)  COMP
 GB0833  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 GB0833
 GB0833  VERT ORDER  -  SECOND    CLASS 0
 GB0833
 GB0833.The horizontal coordinates were scaled from a topographic map and have
 GB0833.an estimated accuracy of +/- 6 seconds.
 GB0833
 GB0833.The orthometric height was determined by differential leveling
 GB0833.and adjusted by the National Geodetic Survey in June 1991..
 GB0833
 GB0833.The geoid height was determined by GEOID03.
 GB0833
 GB0833.The dynamic height is computed by dividing the NAVD 88
 GB0833.geopotential number by the normal gravity value computed on the
 GB0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0833.degrees latitude (g = 980.6199 gals.).
 GB0833
 GB0833.The modeled gravity was interpolated from observed gravity values.
 GB0833
 GB0833;                    North         East    Units  Estimated Accuracy
 GB0833;SPC TN       -   202,920.      766,500.      MT  (+/- 180 meters Scaled)
 GB0833
 GB0833                          SUPERSEDED SURVEY CONTROL
 GB0833
 GB0833  NGVD 29 (??/??/??)  268.99   (m)          882.5    (f) RESET       3  
 GB0833
 GB0833.Superseded values are not recommended for survey control.
 GB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0833.See file dsdata.txt to determine how the superseded data were derived.
 GB0833
 GB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF564041(NAD 83)
 GB0833_MARKER: DZ = AZIMUTH MARK DISK
 GB0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0833_STAMPING: MART AZI 1964
 GB0833_MARK LOGO: TNHD  
 GB0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0833+STABILITY: SURFACE MOTION
 GB0833
 GB0833  HISTORY     - Date     Condition        Report By
 GB0833  HISTORY     - 1964     MONUMENTED       TNHD
 GB0833  HISTORY     - 1965     GOOD             TNHD
 GB0833
 GB0833                          STATION DESCRIPTION
 GB0833
 GB0833'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0833'4 MI N FROM CLINTON.
 GB0833'FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE ROUTE 61 IN
 GB0833'CLINTON, GO NORTH ON U.S. HIGHWAY 25W FOR 3.95 MILES TO THE MARK
 GB0833'ON THE LEFT.  THE MARK IS 22 FEET NORTHWEST OF THE APPROXIMATE
 GB0833'CENTER OF U.S. HIGHWAY 25W AND 4 FEET SOUTH OF POWER POLE
 GB0833'NO. 991.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB0833'DISK SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GB0833'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0830 ***********************************************************************
 GB0830  DESIGNATION -  MART RM 1
 GB0830  PID         -  GB0830
 GB0830  STATE/COUNTY-  TN/ANDERSON
 GB0830  USGS QUAD   -  LAKE CITY (1973)
 GB0830
 GB0830                         *CURRENT SURVEY CONTROL
 GB0830  ___________________________________________________________________
 GB0830* NAD 83(1986)-  36 09 04.     (N)    084 08 52.     (W)     SCALED    
 GB0830* NAVD 88     -       268.858  (meters)     882.08   (feet)  ADJUSTED  
 GB0830  ___________________________________________________________________
 GB0830  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0830  DYNAMIC HT  -         268.615 (meters)     881.28  (feet)  COMP
 GB0830  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GB0830
 GB0830  VERT ORDER  -  SECOND    CLASS 0
 GB0830
 GB0830.The horizontal coordinates were scaled from a topographic map and have
 GB0830.an estimated accuracy of +/- 6 seconds.
 GB0830
 GB0830.The orthometric height was determined by differential leveling
 GB0830.and adjusted by the National Geodetic Survey in June 1991..
 GB0830
 GB0830.The geoid height was determined by GEOID03.
 GB0830
 GB0830.The dynamic height is computed by dividing the NAVD 88
 GB0830.geopotential number by the normal gravity value computed on the
 GB0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0830.degrees latitude (g = 980.6199 gals.).
 GB0830
 GB0830.The modeled gravity was interpolated from observed gravity values.
 GB0830
 GB0830;                    North         East    Units  Estimated Accuracy
 GB0830;SPC TN       -   203,260.      766,670.      MT  (+/- 180 meters Scaled)
 GB0830
 GB0830                          SUPERSEDED SURVEY CONTROL
 GB0830
 GB0830  NGVD 29 (??/??/92)  268.991  (m)          882.51   (f) ADJ UNCH    2 0
 GB0830
 GB0830.Superseded values are not recommended for survey control.
 GB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0830.See file dsdata.txt to determine how the superseded data were derived.
 GB0830
 GB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF566044(NAD 83)
 GB0830_MARKER: DR = REFERENCE MARK DISK
 GB0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0830_STAMPING: MART RM 1 1964
 GB0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0830+STABILITY: SURFACE MOTION
 GB0830
 GB0830  HISTORY     - Date     Condition        Report By
 GB0830  HISTORY     - 1964     MONUMENTED       TNHD
 GB0830  HISTORY     - 1965     GOOD             TNHD
 GB0830
 GB0830                          STATION DESCRIPTION
 GB0830
 GB0830'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0830'4.2 MI N FROM CLINTON.
 GB0830'THE MARK IS LOCATED AT THE MART 1964 STATION SITE, RM-1 IS 25
 GB0830'FEET SOUTHWEST OF A 12-INCH CEDAR TREE AND 18 FEET SOUTHEAST
 GB0830'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W.  THE MARK IS A
 GB0830'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0830'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0832 ***********************************************************************
 GB0832  DESIGNATION -  MART RM 2
 GB0832  PID         -  GB0832
 GB0832  STATE/COUNTY-  TN/ANDERSON
 GB0832  USGS QUAD   -  LAKE CITY (1973)
 GB0832
 GB0832                         *CURRENT SURVEY CONTROL
 GB0832  ___________________________________________________________________
 GB0832* NAD 83(1986)-  36 09 04.     (N)    084 08 52.     (W)     SCALED    
 GB0832* NAVD 88     -       269.363  (meters)     883.74   (feet)  ADJUSTED  
 GB0832  ___________________________________________________________________
 GB0832  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 GB0832  DYNAMIC HT  -         269.119 (meters)     882.93  (feet)  COMP
 GB0832  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 GB0832
 GB0832  VERT ORDER  -  SECOND    CLASS 0
 GB0832
 GB0832.The horizontal coordinates were scaled from a topographic map and have
 GB0832.an estimated accuracy of +/- 6 seconds.
 GB0832
 GB0832.The orthometric height was determined by differential leveling
 GB0832.and adjusted by the National Geodetic Survey in June 1991..
 GB0832
 GB0832.The geoid height was determined by GEOID03.
 GB0832
 GB0832.The dynamic height is computed by dividing the NAVD 88
 GB0832.geopotential number by the normal gravity value computed on the
 GB0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0832.degrees latitude (g = 980.6199 gals.).
 GB0832
 GB0832.The modeled gravity was interpolated from observed gravity values.
 GB0832
 GB0832;                    North         East    Units  Estimated Accuracy
 GB0832;SPC TN       -   203,260.      766,670.      MT  (+/- 180 meters Scaled)
 GB0832
 GB0832                          SUPERSEDED SURVEY CONTROL
 GB0832
 GB0832  NGVD 29 (??/??/92)  269.495  (m)          884.17   (f) ADJ UNCH    2 0
 GB0832
 GB0832.Superseded values are not recommended for survey control.
 GB0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0832.See file dsdata.txt to determine how the superseded data were derived.
 GB0832
 GB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF566044(NAD 83)
 GB0832_MARKER: DR = REFERENCE MARK DISK
 GB0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0832_STAMPING: MART RM 2 1964
 GB0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0832+STABILITY: SURFACE MOTION
 GB0832
 GB0832  HISTORY     - Date     Condition        Report By
 GB0832  HISTORY     - 1964     MONUMENTED       TNHD
 GB0832  HISTORY     - 1965     GOOD             TNHD
 GB0832
 GB0832                          STATION DESCRIPTION
 GB0832
 GB0832'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0832'4.2 MI N FROM CLINTON.
 GB0832'THE MARK IS LOCATED AT THE MART 1964 STATION SITE, 32 FEET
 GB0832'NORTH OF A BRACE POLE AND 18 FEET SOUTHEAST OF THE APPROXIMATE
 GB0832'CENTER OF U.S. HIGHWAY 25W.  THE MARK IS A STANDARD TENNESSEE
 GB0832'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 10-INCH SQUARE,
 GB0832'CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1424 ***********************************************************************
 GA1424  DESIGNATION -  MARTIN
 GA1424  PID         -  GA1424
 GA1424  STATE/COUNTY-  TN/HAWKINS
 GA1424  USGS QUAD   -  CHURCH HILL (1991)
 GA1424
 GA1424                         *CURRENT SURVEY CONTROL
 GA1424  ___________________________________________________________________
 GA1424* NAD 83(1995)-  36 31 41.66876(N)    082 41 12.04953(W)     ADJUSTED  
 GA1424* NAVD 88     -       386.355  (meters)    1267.57   (feet)  ADJUSTED  
 GA1424  ___________________________________________________________________
 GA1424  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GA1424  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1424  DYNAMIC HT  -         386.007 (meters)    1266.42  (feet)  COMP
 GA1424  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA1424
 GA1424  HORZ ORDER  -  SECOND
 GA1424  VERT ORDER  -  SECOND    CLASS 0
 GA1424
 GA1424.The horizontal coordinates were established by classical geodetic methods
 GA1424.and adjusted by the National Geodetic Survey in April 1999..
 GA1424
 GA1424.The orthometric height was determined by differential leveling
 GA1424.and adjusted by the National Geodetic Survey in June 1991..
 GA1424
 GA1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1424
 GA1424.The geoid height was determined by GEOID03.
 GA1424
 GA1424.The dynamic height is computed by dividing the NAVD 88
 GA1424.geopotential number by the normal gravity value computed on the
 GA1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1424.degrees latitude (g = 980.6199 gals.).
 GA1424
 GA1424.The modeled gravity was interpolated from observed gravity values.
 GA1424
 GA1424;                    North         East     Units Scale Factor Converg.
 GA1424;SPC TN       -   248,552.625   896,685.867   MT  1.00002169   +1 56 23.1
 GA1424;SPC TN       -   815,459.74  2,941,876.88   sFT  1.00002169   +1 56 23.1
 GA1424;UTM  17      - 4,043,863.893   348,997.346   MT  0.99988093   -1 00 14.9
 GA1424
 GA1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1424!SPC TN       -   0.99994429  x   1.00002169  =   0.99996597
 GA1424!UTM  17      -   0.99994429  x   0.99988093  =   0.99982522
 GA1424
 GA1424:                Primary Azimuth Mark                     Grid Az
 GA1424:SPC TN       -  BLOCK CITY FIRST BAPTIST CH              043 35 02.5
 GA1424:UTM  17      -  BLOCK CITY FIRST BAPTIST CH              046 31 40.5
 GA1424
 GA1424|---------------------------------------------------------------------|
 GA1424| PID    Reference Object                     Distance      Geod. Az  |
 GA1424|                                                           dddmmss.s |
 GA1424| GA3437 BLOCK CITY FIRST BAPTIST CH         APPROX. 1.7 KM 0453125.6 |
 GA1424| GA1425 MARTIN RM 1                          25.724 METERS 08001     |
 GA1424| GA3435 RADIO STATION WKPT FM MAST          APPROX. 9.0 KM 0905226.3 |
 GA1424| GA3438 CHURCH HILL FIRST BAPTIST CH        APPROX. 2.1 KM 2523027.3 |
 GA1424| GA1423 MARTIN RM 2                          24.508 METERS 33026     |
 GA1424|---------------------------------------------------------------------|
 GA1424
 GA1424                          SUPERSEDED SURVEY CONTROL
 GA1424
 GA1424  NAD 83(1995)-  36 31 41.66971(N)    082 41 12.05106(W) AD(       ) 2
 GA1424  NAD 83(1995)-  36 31 41.67203(N)    082 41 12.06488(W) AD(       ) 2
 GA1424  NAD 83(1995)-  36 31 41.67470(N)    082 41 12.05218(W) AD(       ) 2
 GA1424  NAD 83(1986)-  36 31 41.67609(N)    082 41 12.05279(W) AD(       ) 2
 GA1424  NAD 27      -  36 31 41.32057(N)    082 41 12.47663(W) AD(       ) 2
 GA1424  NGVD 29 (??/??/92)  386.521  (m)         1268.11   (f) ADJ UNCH    2 0
 GA1424
 GA1424.Superseded values are not recommended for survey control.
 GA1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1424.See file dsdata.txt to determine how the superseded data were derived.
 GA1424
 GA1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4899743864(NAD 83)
 GA1424_MARKER: DD = SURVEY DISK
 GA1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1424_STAMPING: MARTIN 1963
 GA1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1424+STABILITY: SURFACE MOTION
 GA1424
 GA1424  HISTORY     - Date     Condition        Report By
 GA1424  HISTORY     - 1963     MONUMENTED       TNHD
 GA1424  HISTORY     - 1964     GOOD             TNHD
 GA1424
 GA1424                          STATION DESCRIPTION
 GA1424
 GA1424'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA1424'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF CHURCH HILL.
 GA1424'
 GA1424'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO
 GA1424'NORTHEAST ON U.S.
 GA1424'HIGHWAY 11W FOR 1.5 MILES TO THE HOME OF HARLES EMERY MARTIN ON
 GA1424'THE RIGHT AND THE
 GA1424'STATION AS DESCRIBED.
 GA1424'
 GA1424'THE STATION IS 150 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BROWN
 GA1424'SHINGLED HOUSE, 80 FEET
 GA1424'NORTHEAST OF A FENCE CORNER, 11.4 FEET EAST OF A
 GA1424'WITNESS POST AND 11 FEET EAST OF
 GA1424'A FENCE.  THE SURFACE AND
 GA1424'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA1424'DEPARTMENT DISKS AND
 GA1424'THE DISKS ARE STAMPED MARTIN 1963.  THE UNDERGROUND MARK IS ABOUT
 GA1424'30 INCHES BELOW
 GA1424'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GA1424'CONCRETE MONUMENT.
 GA1424'
 GA1424'REFERENCE MARK NO. 1 IS 114
 GA1424'FEET SOUTH OF THE SOUTHWEST CORNER OF A BROWN
 GA1424'SHINGLED HOUSE AND 6 FEET WEST-SOUTHWEST OF A
 GA1424'FENCE.  IT IS A
 GA1424'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GA1424'SQUARE, FLUSH,
 GA1424'CONCRETE MONUMENT AND THE DISK IS STAMPED MARTIN RM-1 1963.
 GA1424'
 GA1424'REFERENCE MARK NO. 2 IS 120 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA1424'U.S.  HIGHWAY 11W, 77
 GA1424'FEET SOUTHWEST OF A 10-INCH WALNUT TREE AND 2 FEET
 GA1424'EAST OF A NORTH-SOUTH FENCE LINE.
 GA1424'IT IS A STANDARD TENNESSEE HIGHWAY
 GA1424'DEPARTMENT DISK SET IN A 10-INCH, SQUARE, FLUSH,
 GA1424'CONCRETE MONUMENT
 GA1424'AND THE DISK IS STAMPED MARTIN RM-2 1963.
 GA1424'
 GA1424'INTERSECTION STATION KINGSPORT, WKPT-FM RADIO MAST WILL SERVE AS AN
 GA1424'AZIMUTH MARK.  SEE
 GA1424'DESCRIPTION THEREOF.
 GA1424'
 GA1424'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GA1424'
 GA1424'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GA1424
 GA1424                          STATION RECOVERY (1964)
 GA1424
 GA1424'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA1424'2 MI NE FROM CHURCH HILL.
 GA1424'TO REACH THE STATION FROM THE POST OFFICE IN CHURCH HILL, GO
 GA1424'NORTHEAST ON U.S. HIGHWAY 11W FOR 1.5 MILES TO THE HOME OF HARLES
 GA1424'EMERY MARTIN ON THE RIGHT.  THE STATION IS 150 FEET SOUTHWEST OF
 GA1424'THE SOUTHWEST CORNER OF A BROWN SHINGLED HOUSE, 80 FEET NORTHEAST
 GA1424'OF A FENCE CORNER, 11.4 FEET EAST OF A WITNESS POST AND 11 FEET
 GA1424'EAST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA1424'DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1325 ***********************************************************************
 FC1325  DESIGNATION -  MARTIN
 FC1325  PID         -  FC1325
 FC1325  STATE/COUNTY-  TN/MARION
 FC1325  USGS QUAD   -  MONTEAGLE (1982)
 FC1325
 FC1325                         *CURRENT SURVEY CONTROL
 FC1325  ___________________________________________________________________
 FC1325* NAD 83(1995)-  35 07 51.29841(N)    085 46 15.28662(W)     ADJUSTED  
 FC1325* NAVD 88     -       197.263  (meters)     647.19   (feet)  ADJUSTED  
 FC1325  ___________________________________________________________________
 FC1325  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FC1325  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1325  DYNAMIC HT  -         197.071 (meters)     646.56  (feet)  COMP
 FC1325  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FC1325
 FC1325  HORZ ORDER  -  SECOND
 FC1325  VERT ORDER  -  SECOND    CLASS 0
 FC1325
 FC1325.The horizontal coordinates were established by classical geodetic methods
 FC1325.and adjusted by the National Geodetic Survey in April 1999..
 FC1325
 FC1325.The orthometric height was determined by differential leveling
 FC1325.and adjusted by the National Geodetic Survey in June 1991..
 FC1325
 FC1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1325
 FC1325.The geoid height was determined by GEOID03.
 FC1325
 FC1325.The dynamic height is computed by dividing the NAVD 88
 FC1325.geopotential number by the normal gravity value computed on the
 FC1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1325.degrees latitude (g = 980.6199 gals.).
 FC1325
 FC1325.The modeled gravity was interpolated from observed gravity values.
 FC1325
 FC1325;                    North         East     Units Scale Factor Converg.
 FC1325;SPC TN       -    88,517.195   620,880.039   MT  1.00002315   +0 08 02.8
 FC1325;SPC TN       -   290,410.16  2,037,003.93   sFT  1.00002315   +0 08 02.8
 FC1325;UTM  16      - 3,888,252.552   611,980.227   MT  0.99975454   +0 42 26.5
 FC1325
 FC1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1325!SPC TN       -   0.99997357  x   1.00002315  =   0.99999672
 FC1325!UTM  16      -   0.99997357  x   0.99975454  =   0.99972812
 FC1325
 FC1325|---------------------------------------------------------------------|
 FC1325| PID    Reference Object                     Distance      Geod. Az  |
 FC1325|                                                           dddmmss.s |
 FC1325| FC1324 MARTIN RM 1                          20.352 METERS 06753     |
 FC1325| FC1323 MARTIN AZ MK                                       1410925.5 |
 FC1325| FC1326 MARTIN RM 2                          18.928 METERS 26149     |
 FC1325|---------------------------------------------------------------------|
 FC1325
 FC1325                          SUPERSEDED SURVEY CONTROL
 FC1325
 FC1325  NAD 83(1995)-  35 07 51.29973(N)    085 46 15.28645(W) AD(       ) 2
 FC1325  NAD 83(1995)-  35 07 51.30005(N)    085 46 15.28784(W) AD(       ) 2
 FC1325  NAD 83(1995)-  35 07 51.30307(N)    085 46 15.28518(W) AD(       ) 2
 FC1325  NAD 83(1986)-  35 07 51.30365(N)    085 46 15.28484(W) AD(       ) 2
 FC1325  NAD 27      -  35 07 51.01030(N)    085 46 15.38510(W) AD(       ) 2
 FC1325  NGVD 29 (??/??/92)  197.260  (m)          647.18   (f) ADJ UNCH    2 0
 FC1325
 FC1325.Superseded values are not recommended for survey control.
 FC1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1325.See file dsdata.txt to determine how the superseded data were derived.
 FC1325
 FC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1198088253(NAD 83)
 FC1325_MARKER: DE = TRAVERSE STATION DISK
 FC1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1325_STAMPING: MARTIN 1962
 FC1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1325+STABILITY: SURFACE MOTION
 FC1325
 FC1325  HISTORY     - Date     Condition        Report By
 FC1325  HISTORY     - 1962     MONUMENTED       CGS
 FC1325  HISTORY     - 1962     GOOD             CGS
 FC1325
 FC1325                          STATION DESCRIPTION
 FC1325
 FC1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1325'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF MARTIN SPRINGS,
 FC1325'7-1/2 MILES NORTHWEST OF SOUTH PITTSBURG ON THE PROPERTY OF
 FC1325'MR. E.C. MARTIN AND TO THE SOUTH OF U.S. HIGHWAYS 64 AND 41.
 FC1325'
 FC1325'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOUNTEAGLE, GO
 FC1325'SOUTHEAST ON U.S. HIGHWAYS FOR 9.75 MILES TO THE MARK ON THE
 FC1325'RIGHT, JUST BEFORE REACHING A SIDE ROAD RIGHT AND RESIDENCE OF MR.
 FC1325'E.C. MARTIN.
 FC1325'
 FC1325'THE STATION IS 187 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 FC1325'HIGHWAYS 64 AND 41, 180 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FC1325'GRAVELED ROAD, 83 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TOOL
 FC1325'SHED, 66 FEET NORTH OF THE NORTHWEST CORNER OF A COAL HOUSE AND
 FC1325'9.3 FEET SOUTHWEST OF A METAL WITNESS POST AND FENCE. IT IS A
 FC1325'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FC1325'IS FLUSH AND IS STAMPED MARTIN 1962.
 FC1325'
 FC1325'REFERENCE MARK NO. 1 IS 120 FEET WEST OF THE APPROXIMATE CENTER OF
 FC1325'U.S. HIGHWAY 64 AND 41, AND 1 FOOT SOUTH OF A FENCE. IT IS A
 FC1325'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FC1325'6 INCHES AND IS STAMPED MARTIN NO 1 1962.
 FC1325'
 FC1325'REFERENCE MARK NO. 2 IS 36 FEET NORTHEAST OF A TOOL SHED AND 1 FOOT
 FC1325'SOUTH OF A FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A
 FC1325'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND IS STAMPED MARTIN NO
 FC1325'2 1962.
 FC1325'
 FC1325'THE AZIMUTH MARK IS 31 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 FC1325'U.S. HIGHWAYS 64 AND 41, 1.6 FEET NORTHWEST OF A METAL WITNESS
 FC1325'POST AND 1 FOOT SOUTHWEST OF A FENCE. IT IS A STANDARD DISK SET IN
 FC1325'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 FC1325'AND IS STAMPED MARTIN 1962.
 FC1325'
 FC1325'TO REACH THE MARK FROM THE STATION, CONTINUE SOUTHEAST ON U.S.
 FC1325'HIGHWAYS 64 AND 41 FOR 0.55 MILE TO THE MARK ON THE LEFT.
 FC1325'
 FC1325'HEIGHT OF LIGHT ABOVE STATION MARK 24.0 METERS.
 FC1325
 FC1325                          STATION RECOVERY (1962)
 FC1325
 FC1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1325'9.8 MI SE FROM MONTEAGLE.
 FC1325'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MONTEAGLE, GO
 FC1325'SOUTHWEST ON U.S. HIGHWAYS 41 AND 64 FOR 9.75 MILES TO THE
 FC1325'STATION SET ON THE RIGHT ON THE PROPERTY OF MR. E.C. MARTIN,
 FC1325'187 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 41
 FC1325'AND 64, 180 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1325'ROAD, 83 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TOOL SHED,
 FC1325'66 FEET NORTH OF THE NORTHWEST CORNER OF A COAL HOUSE AND 9.3
 FC1325'FEET SOUTHWEST OF A METAL WITNESS POST AND FENCE.  A STANDARD
 FC1325'TRAVERSE STATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH AND
 FC1325'IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2561 ***********************************************************************
 FE2561  DESIGNATION -  MARTIN
 FE2561  PID         -  FE2561
 FE2561  STATE/COUNTY-  TN/SHELBY
 FE2561  USGS QUAD   -  GERMANTOWN (1997)
 FE2561
 FE2561                         *CURRENT SURVEY CONTROL
 FE2561  ___________________________________________________________________
 FE2561* NAD 83(1995)-  35 04 41.18138(N)    089 47 52.70360(W)     ADJUSTED  
 FE2561* NAVD 88     -       120.6    (meters)     396.     (feet)  VERTCON   
 FE2561  ___________________________________________________________________
 FE2561  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FE2561  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE2561
 FE2561  HORZ ORDER  -  FIRST
 FE2561
 FE2561.The horizontal coordinates were established by classical geodetic methods
 FE2561.and adjusted by the National Geodetic Survey in April 1999..
 FE2561
 FE2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2561
 FE2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2561
 FE2561.The geoid height was determined by GEOID03.
 FE2561
 FE2561;                    North         East     Units Scale Factor Converg.
 FE2561;SPC TN       -    89,354.085   253,694.643   MT  1.00003478   -2 13 24.5
 FE2561;SPC TN       -   293,155.86    832,329.84   sFT  1.00003478   -2 13 24.5
 FE2561;UTM  16      - 3,885,286.235   244,888.463   MT  1.00040217   -1 36 31.8
 FE2561
 FE2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2561!SPC TN       -   0.99998538  x   1.00003478  =   1.00002016
 FE2561!UTM  16      -   0.99998538  x   1.00040217  =   1.00038754
 FE2561
 FE2561:                Primary Azimuth Mark                     Grid Az
 FE2561:SPC TN       -  CORDOVA RAD STA KIT 54 TOWER             027 44 24.5
 FE2561:UTM  16      -  CORDOVA RAD STA KIT 54 TOWER             027 07 31.8
 FE2561
 FE2561|---------------------------------------------------------------------|
 FE2561| PID    Reference Object                     Distance      Geod. Az  |
 FE2561|                                                           dddmmss.s |
 FE2561| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX. 6.2 KM 0253100.0 |
 FE2561| FE2543 COLLIERVILLE TANK                   APPROX.12.8 KM 1072621.2 |
 FE2561| FE2190 MARTIN AZ MK                                       1595258.8 |
 FE2561| FE2571 WATER TANK 1                        APPROX.13.6 KM 2895615.8 |
 FE2561| CG4501 MARTIN RM 1                          31.327 METERS 30303     |
 FE2561| FE2560 GERMANTOWN MUNICIPAL TANK           APPROX. 1.2 KM 3064545.4 |
 FE2561| FE2562 MARTIN RM 2                          11.463 METERS 31823     |
 FE2561| FE2553 MEMPHIS TV STA WKNO MAST            APPROX. 8.7 KM 3452641.1 |
 FE2561|---------------------------------------------------------------------|
 FE2561
 FE2561                          SUPERSEDED SURVEY CONTROL
 FE2561
 FE2561  NAD 83(1995)-  35 04 41.18326(N)    089 47 52.70321(W) AD(       ) 1
 FE2561  NAD 83(1995)-  35 04 41.18571(N)    089 47 52.70432(W) AD(       ) 1
 FE2561  NAD 83(1986)-  35 04 41.19185(N)    089 47 52.70432(W) AD(       ) 1
 FE2561  NAD 27      -  35 04 40.86300(N)    089 47 52.39500(W) AD(       ) 1
 FE2561  NGVD 29 (07/19/86)  120.6    (m)          396.     (f) VERT ANG       
 FE2561
 FE2561.Superseded values are not recommended for survey control.
 FE2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2561.See file dsdata.txt to determine how the superseded data were derived.
 FE2561
 FE2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4488885286(NAD 83)
 FE2561_MARKER: DS = TRIANGULATION STATION DISK
 FE2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2561
 FE2561  HISTORY     - Date     Condition        Report By
 FE2561  HISTORY     - 1914     MONUMENTED       CGS
 FE2561  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FE2561  HISTORY     - 1957     GOOD             CGS
 FE2561  HISTORY     - 1972     GOOD             NGS
 FE2561
 FE2561                          STATION DESCRIPTION
 FE2561
 FE2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FE2561'ABOUT 3/4 MILE SLIGHTLY SOUTH OF EAST OF GERMANTOWN, ABOUT 90 METERS
 FE2561'(295 FEET) NORTH OF TRACKS OF SOUTHERN RAILWAY, 80 METERS (262 FEET)
 FE2561'NORTH OF GERMANTOWN-COLLIERVILLE ROAD, IN CULTIVATED FIELD BELONGING
 FE2561'(IN 1934) TO MR. T.W. MARTIN, ABOUT 40 METERS (131 FEET)
 FE2561'SOUTHEAST OF HIS HOUSE, 7 METERS (23 FEET) EAST OF HIS YARD FENCE,
 FE2561'AND 27 METERS (89 FEET) NORTHEAST OF LARGE OAK TREE.  TO REACH
 FE2561'FROM SOUTHERN RAILWAY STATION IN GERMANTOWN, GO EAST 1.0 MILE ON
 FE2561'GERMANTOWN- COLLIERVILLE ROAD TO POINT OPPOSITE STATION SITE.
 FE2561'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FE2561'REFERENCE MARK WAS STANDARD REFERENCE DISK IN
 FE2561'CONCRETE, IN YARD, ABOUT 10 METERS (33 FEET) SOUTH OF
 FE2561'SOUTHEAST CORNER OF HOUSE, AND 31.35 METERS (102.9 FEET) FROM STATION.
 FE2561'IN 1934 REFERENCE MARK WAS REPORTED
 FE2561'DESTROYED.
 FE2561
 FE2561                          STATION RECOVERY (1957)
 FE2561
 FE2561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2561'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION AND AT
 FE2561'THIS TIME REFERENCE MARK 2 AND AN AZIMUTH MARK WERE ESTABLISHED.
 FE2561'THE STATION AND REFERENCE MARK WERE FOUND UNSTAMPED AND WERE STAMPED
 FE2561'BY THIS PARTY.  THE FENCE MENTIONED IN THE ORIGINAL DESCRIPTION HAS
 FE2561'BEEN MOVED AND THE STATION IS NOW 16 FEET EAST OF IT.  THE OTHER
 FE2561'REFERENCE POINTS ARE THE SAME AS BEFORE.  MR. JOHN BROWDER OWNS
 FE2561'THE PROPERTY WHERE THE STATION IS LOCATED AND DR. CARL NURNBERGER
 FE2561'OWNS THE PROPERTY WHERE THE REFERENCE MARKS ARE LOCATED.  MR.
 FE2561'BROWDER WAS VERY DISPLEASED AT HAVING THE TOWER BUILT OVER THE
 FE2561'STATION MARK AND AT THIS TIME REFERENCE MARK 2 WAS ESTABLISHED USING
 FE2561'PRECISE SURVEY METHODS.  IN THE FUTURE THE TOWER MAY HAVE TO BE
 FE2561'BUILT OVER REFERENCE MARK 2.  THE STATION MONUMENT PROJECTS 8 INCHES
 FE2561'AND THE DISK IS STAMPED MARTIN 1914.
 FE2561'
 FE2561'A COMPLETE NEW DESCRIPTION ON THE REFERENCE MARKS AND AZIMUTH MARK
 FE2561'ALONG WITH A NEW TO REACH FOLLOWS.
 FE2561'
 FE2561'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GERMANTOWN, GO SOUTH
 FE2561'ON GERMANTOWN ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 FE2561'AND GO EAST ON POPLAR ROAD FOR 0.8 MILE TO A HOUSE ON THE LEFT AND
 FE2561'THE STATION AS DESCRIBED.
 FE2561'
 FE2561'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON POPLAR ROAD
 FE2561'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FE2561'
 FE2561'REFERENCE MARK 1 IS 48 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FE2561'HOUSE INSTEAD OF 33 FEET AND 2 FEET NORTHEAST OF AN 18 INCH OAK
 FE2561'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MARTIN NO 1
 FE2561'1914.
 FE2561'
 FE2561'REFERENCE MARK 2 IS 79 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2561'HOUSE AND 20 FEET WEST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE
 FE2561'DISK IS STAMPED MARTIN NO 2 1914.
 FE2561'
 FE2561'THE AZIMUTH MARK IS 74 FEET SOUTH OF THE CENTERLINE OF POPLAR ROAD,
 FE2561'34 FEET WEST OF A TELEPHONE POLE, 23 FEET SOUTH OF THE SOUTH RAIL
 FE2561'OF A RAILROAD TRACK, 4 FEET NORTH OF A WIRE FENCE AND 4 FEET NORTH OF
 FE2561'A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 FE2561'STAMPED MARTIN 1957.
 FE2561'
 FE2561'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2561
 FE2561                          STATION RECOVERY (1972)
 FE2561
 FE2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2561'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT GOOD
 FE2561'CONDITION.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 FE2561'ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS, AND
 FE2561'THE ANGLES OBSERVED THIS DATE CHECKED THE 1957 OBSERVATIONS WITHIN
 FE2561'THE REQUIRED LIMITS.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE
 FE2561'BETWEEN THE STATION AND THE REFERENCE MARKS A DISCREPANCY OF MINUS
 FE2561'0.15 OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 1 AND PLUS 0.01 OF A
 FE2561'FOOT FOR REFERENCE MARK NO. 2.
 FE2561'
 FE2561'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2561'
 FE2561'THE STATION IS ABOUT 0.75 OF A MILE EAST OF GERMANTOWN, ABOUT 100
 FE2561'YARDS NORTH OF THE SOUTHERN RAILROAD TRACKS, ABOUT 73 YARDS EAST OF
 FE2561'POPLAR ROAD, AND IS ON THE PROPERTY OF MR. JOHN BROWDER.
 FE2561'
 FE2561'TO REACH THE STATION FROM THE SOUTHERN RAILROAD STATION IN
 FE2561'GERMANTOWN, GO SOUTHEASTERLY ON OLD POPLAR ROAD FOR 1.0 MILE TO THE
 FE2561'STATION ON THE LEFT ABOUT 73 YARDS AS DESCRIBED.
 FE2561'
 FE2561'THE STATION IS 225 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF
 FE2561'OLD POPLAR ROAD, 115 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 FE2561'OF A HOUSE, 28 FEET SOUTHEAST OF A 28-INCH BODARK TREE, 25 FEET EAST
 FE2561'OF A 28-INCH BLACK OAK TREE, 18 FEET EAST OF A FENCE AT EAST EDGE
 FE2561'OF WOODS, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS
 FE2561'A STANDARD DISK SET IN THE TOP OF A 16-INCH, SQUARE, CONCRETE
 FE2561'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED MARTIN 1914.
 FE2561'
 FE2561'REFERENCE MARK NO. 1 IS ON THE PROPERTY OF DR. CARL NURNBERGER, 225
 FE2561'FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF OLD POPLAR ROAD,
 FE2561'195 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE ENTRANCE
 FE2561'GATE OF DRIVEWAY LEADING TO THE NURNBERGER HOME, 70.5 FEET SOUTH
 FE2561'OF THE SOUTHWEST CORNER OF THE MAIN STRUCTURE OF THE NURNBERGER HOME,
 FE2561'59 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY,
 FE2561'48 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, 2.0
 FE2561'FEET EAST OF A 36-INCH BLACK OAK TREE, AND IN A LAWN AREA.  IT IS A
 FE2561'STANDARD DISK SET IN THE TOP OF A 14-INCH, SQUARE, CONCRETE
 FE2561'MONUMENT FLUSH WITH THE SURFACE OF THE LAWN, AND THE DISK IS STAMPED
 FE2561'MARTIN NO 1 1914.
 FE2561'
 FE2561'REFERENCE MARK NO. 2 IS ON THE PROPERTY OF DR. CARL NURNBERGER, 235
 FE2561'FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF OLD POPLAR ROAD,
 FE2561'79 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN HOUSE, 25
 FE2561'FEET NORTH OF THE 28-INCH BLACK OAK TREE, 19 FEET WEST OF A FENCE
 FE2561'AT THE EAST EDGE OF THE WOODS, 11 FEET WEST OF THE 28-INCH BODARK
 FE2561'TREE, AND 11 FEET EAST OF AN 18-INCH CATALPA TREE.  IT IS A
 FE2561'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FE2561'MONUMENT AND THE DISK IS STAMPED MARTIN NO 2 1914.
 FE2561'
 FE2561'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2561'REFERENCE MARK NO. 2 IS 67.26 FEET-20.501 METERS.
 FE2561'
 FE2561'THE AZIMUTH MARK IS ABOUT 0.2 OF A MILE SOUTH-SOUTHEAST OF THE
 FE2561'STATION, 187 FEET NORTHWEST OF A GRAVELED RAILROAD CROSSING
 FE2561'FOR DRIVE INTO A FARM, 119 FEET NORTHWEST OF A FENCE CORNER, 74 FEET
 FE2561'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF OLD POPLAR ROAD, 34
 FE2561'FEET NORTHWEST OF A GUYED TELEGRAPH POLE, 23.5 FEET SOUTHWEST OF THE
 FE2561'SOUTHWEST RAIL OF THE SOUTHERN RAILROAD TRACK, 8.5 FEET
 FE2561'NORTH-NORTHEAST OF A FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS
 FE2561'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2561'ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FE2561'STAMPED MARTIN 1957.
 FE2561'
 FE2561'TO REACH THE AZIMUTH MARK FROM THE STATION, SOUTH-SOUTHEASTERLY ON
 FE2561'OLD POPLAR ROAD FOR 0.15 OF A MILE TO THE MARK ON THE RIGHT ACROSS
 FE2561'THE RAILROAD TRACKS AS DESCRIBED.
 FE2561'
 FE2561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 0.75 MILE EAST
 FE2561'OF GERMANTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1589 ***********************************************************************
 FD1589  DESIGNATION -  MARTIN
 FD1589  PID         -  FD1589
 FD1589  STATE/COUNTY-  TN/WAYNE
 FD1589  USGS QUAD   -  THREE CHURCHES (1975)
 FD1589
 FD1589                         *CURRENT SURVEY CONTROL
 FD1589  ___________________________________________________________________
 FD1589* NAD 83(1995)-  35 09 04.90412(N)    087 45 01.56488(W)     ADJUSTED  
 FD1589* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 FD1589  ___________________________________________________________________
 FD1589  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 FD1589  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD1589
 FD1589  HORZ ORDER  -  FIRST
 FD1589
 FD1589.The horizontal coordinates were established by classical geodetic methods
 FD1589.and adjusted by the National Geodetic Survey in April 1999..
 FD1589
 FD1589.The orthometric height was scaled from a topographic map.
 FD1589
 FD1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1589
 FD1589.The geoid height was determined by GEOID03.
 FD1589
 FD1589;                    North         East     Units Scale Factor Converg.
 FD1589;SPC TN       -    92,187.517   440,506.328   MT  1.00001887   -1 01 29.2
 FD1589;SPC TN       -   302,451.88  1,445,227.84   sFT  1.00001887   -1 01 29.2
 FD1589;UTM  16      - 3,890,086.498   431,647.268   MT  0.99965758   -0 25 55.5
 FD1589
 FD1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1589!SPC TN       -   0.99995316  x   1.00001887  =   0.99997203
 FD1589!UTM  16      -   0.99995316  x   0.99965758  =   0.99961076
 FD1589
 FD1589:                Primary Azimuth Mark                     Grid Az
 FD1589:SPC TN       -  COLLINGWOOD CONCRETE STACK               035 28 09.6
 FD1589:UTM  16      -  COLLINGWOOD CONCRETE STACK               034 52 35.9
 FD1589
 FD1589|---------------------------------------------------------------------|
 FD1589| PID    Reference Object                     Distance      Geod. Az  |
 FD1589|                                                           dddmmss.s |
 FD1589| FD1587 COLLINGWOOD CONCRETE STACK          APPROX. 2.8 KM 0342640.4 |
 FD1589| CG6856 MARTIN AZ MK                                       0955123.3 |
 FD1589| CG6857 MARTIN RM 1                          30.114 METERS 23151     |
 FD1589| CG6858 MARTIN RM 2                          28.468 METERS 30207     |
 FD1589|---------------------------------------------------------------------|
 FD1589
 FD1589                          SUPERSEDED SURVEY CONTROL
 FD1589
 FD1589  NAD 83(1995)-  35 09 04.90817(N)    087 45 01.56509(W) AD(       ) 1
 FD1589  NAD 83(1995)-  35 09 04.90820(N)    087 45 01.56521(W) AD(       ) 1
 FD1589  NAD 83(1995)-  35 09 04.91046(N)    087 45 01.56578(W) AD(       ) 1
 FD1589  NAD 83(1986)-  35 09 04.91373(N)    087 45 01.56304(W) AD(       ) 1
 FD1589  NAD 27      -  35 09 04.62100(N)    087 45 01.47300(W) AD(       ) 1
 FD1589
 FD1589.Superseded values are not recommended for survey control.
 FD1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1589.See file dsdata.txt to determine how the superseded data were derived.
 FD1589
 FD1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3164790086(NAD 83)
 FD1589_MARKER: DS = TRIANGULATION STATION DISK
 FD1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1589
 FD1589  HISTORY     - Date     Condition        Report By
 FD1589  HISTORY     - 1934     MONUMENTED       CGS
 FD1589  HISTORY     - 1950     GOOD             TVA
 FD1589  HISTORY     - 1962     GOOD             CGS
 FD1589
 FD1589                          STATION DESCRIPTION
 FD1589
 FD1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1589'ABOUT 1.75 MILES SOUTH-SOUTHWEST OF COLLINWOOD, 0.4 MILE NORTHWEST BY
 FD1589'NORTH OF STORE AT
 FD1589'MCGLAMERYS STAND, 0.25 MILE WEST OF STATE ROUTE 13,
 FD1589'AND AT SOUTHWEST CORNER OF PROPERTY
 FD1589'OWNED BY D J MARTIN OF
 FD1589'COLLINWOOD.  TO REACH FROM WAYNESBORO, GO SOUTH 12.7
 FD1589'MILES ON STATE
 FD1589'ROUTE 13 TO COLLINWOOD, CONTINUE SOUTH 1.7 MILES ON STATE ROUTE 13 TO
 FD1589'BOARD GATE ON
 FD1589'RIGHT (ABOUT 0.4 MILE NORTH OF STORE AT MCGLAMERYS
 FD1589'STAND), TURN RIGHT, PASS THROUGH
 FD1589'GATE AND PROCEED WEST 0.25 MILE
 FD1589'ALONG LANE ON NORTH SIDE OF FENCE TO STATION SITE.
 FD1589'STATION IS 13
 FD1589'FEET NORTH OF FENCE ALONG SOUTH SIDE OF LANE LEADING TO STATION AND 2
 FD1589'FEET EAST OF FENCE
 FD1589'ALONG EAST EDGE OF WOODS.  SURFACE AND UNDERGROUND
 FD1589'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FD1589'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND.
 FD1589'REFERENCE AND AZIMUTH
 FD1589'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FD1589'REFERENCE MARK NO
 FD1589'1, PROJECTING 2 INCHES ABOVE GROUND, IS 68 FEET WEST OF FENCE
 FD1589'ALONG EAST EDGE OF WOODS
 FD1589'AND 98.80 FEET FROM STATION S 51 DEG 51 MIN W.
 FD1589'REFERENCE MARK NO 2,
 FD1589'PROJECTING 3 INCHES ABOVE GROUND,
 FD1589'IS 75 FEET WEST OF FENCE ALONG EAST EDGE OF WOODS
 FD1589'AND 93.40 FEET FROM
 FD1589'STATION.  AZIMUTH MARK, PROJECTING 4
 FD1589'INCHES ABOVE
 FD1589'GROUND, IS 30 FEET NORTH OF FENCE ALONG SOUTH SIDE OF LANE
 FD1589'LEADING TO STATION, 22
 FD1589'FEET WEST OF CENTER LINE OF STATE ROUTE 13, 1
 FD1589'FOOT WEST OF RIGHT-OF-WAY FENCE, AND
 FD1589'ABOUT 0.25 MILE FROM STATION S 94 DEG 09 MIN E.
 FD1589'AZIMUTH FROM STATION TO COLLINWOOD,
 FD1589'CONCRETE STACK, IS N 34 DEG 27 MIN E.
 FD1589
 FD1589                          STATION RECOVERY (1950)
 FD1589
 FD1589'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (PHE)
 FD1589'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FD1589'
 FD1589'STATION IS LOCATED 1.7 MILES SW OF COLLINWOOD.  THE DISK IS STAMPED
 FD1589'MARTIN 1934.
 FD1589'
 FD1589'A STEEL POST IS SET 2 FEET W OF THE MARK.
 FD1589'
 FD1589'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  A STEEL POST IS SET 2
 FD1589'FEET N OF THE MARK.
 FD1589
 FD1589                          STATION RECOVERY (1962)
 FD1589
 FD1589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1589'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IS GOOD CONDITION.
 FD1589'DUE TO CHANGE IN PROPERTY
 FD1589'LINES THE ORIGINAL DESCRIPTION IS NOT ACCURATE.
 FD1589'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1589'
 FD1589'THE STATION IS AT THE WEST EDGE OF A FIELD AND NEAR THE TOP OF A LONG
 FD1589'NORTH- SOUTH RIDGE ON
 FD1589'PROPERTY OF THE D J MARTIN ESTATE, ABOUT 1.75 MILES
 FD1589'SOUTH OF COLLINWOOD, 0.4 MILE
 FD1589'NORTH OF THE OLD MCGLAMERYS STAND SITE,
 FD1589'AND 0.75 OF A MILE WEST OF STATE ROUTE 13.
 FD1589'
 FD1589'TO REACH FORM THE TRAFFIC LIGHT JUST NORHT OF THE POST OFFICE IN
 FD1589'COLLINWOOD, GO SOUTH ON
 FD1589'STATE ROUTE 13 FOR 1.8 MILES TO A SOUTHEAST FENCE CORNER ON
 FD1589'THE RIGHT AND THE AZIMUTH
 FD1589'MARK ON THE RIGHT JUST NORTH OF THIS FENCE
 FD1589'CORNER.  HERE TURN RIGHT, WEST, ON A FIELD
 FD1589'ROAD JUST SOUTH OF A FENCE
 FD1589'AND ALONG THE NORTH EDGE OF A FIELD AND GO 0.3 MILE TO A T
 FD1589'FENCE CORNER
 FD1589'AT THE TOP OF THE HILL AND JUST EAST OF THE WOODS, AND THE
 FD1589'STATION ON THE RIGHT IN
 FD1589'THE SOUTHWEST ANGLE.
 FD1589'
 FD1589'THE STATION IS 30 FEET NORTH OF A 12-INCH OAK TREE, 28 FEET SOUTHWEST
 FD1589'OF A TRIPLE-TRUNKED
 FD1589'BLACK CHERRY TREE, 13 FEET NORTH OF A T FENCE CORNER,
 FD1589'2 FEET EAST OF A FENCE, AND 1.3
 FD1589'FEET EAST OF A METAL WITNESS POST AND
 FD1589'TVA SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 FD1589'A 12-INCH, ROUND,
 FD1589'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FD1589'MARTIN 1934.
 FD1589'
 FD1589'REFERENCE MARK NO 1 IS IN DENSE WOODS SOUTHWEST OF THE STATION, 90
 FD1589'FEET SOUTHWEST OF A
 FD1589'T FENCE CORNER, 72 FEET WEST OF A WOVEN WIRE FENCE, 19
 FD1589'FEET SOUTH OF A 16-INCH, CHESTNUT
 FD1589'OAK TREE, AND 14 FEET WEST OF A
 FD1589'12-INCH, CHESTNUT OAK TREE.  IT IS A STANDARD DISK
 FD1589'SET IN THE TOP OF
 FD1589'A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 FD1589'DISK IS STAMPED
 FD1589'MARTIN NO 1 1934.
 FD1589'
 FD1589'REFERENCE MARK NO 2 IS IN DENSE WOODS NORTHWEST OF THE STATION, 82
 FD1589'FEET WEST OF A WOVEN WIRE
 FD1589'FENCE AND 16 FEET SOUTHEAST OF A 20-INCH, TWIN-TRUNKED
 FD1589'OAK TREE.  IT IS A STANDARD
 FD1589'DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1589'CONCRETE MONUMENT THAT PROJECTS 7 INCHES AND
 FD1589'THE DISK IS STAMPED
 FD1589'MARTIN NO 2 1934.
 FD1589'
 FD1589'THE AZIMUTH MARK IS 29 FEET NORTH OF A SOUTHEAST FENCE CORNER POST,
 FD1589'27 FEET NORTH OF A
 FD1589'16-INCH POST OAK TREE, 21 FEET WEST OF THE APPROXIMATE
 FD1589'CENTER OF STATE ROUTE 13, 3
 FD1589'FEET EAST OF A WOVEN WIRE FENCE, AND 1.5
 FD1589'FEET SOUTH OF A METAL WITNESS POST AND TVA
 FD1589'SIGN.  IT IS A STANDARD
 FD1589'REFERENCE DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 FD1589'MONUMENT THAT
 FD1589'PROJECTS 3 INCHES AND THE DISK IS STAMPED MARTIN AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2190 ***********************************************************************
 FE2190  DESIGNATION -  MARTIN AZ MK
 FE2190  PID         -  FE2190
 FE2190  STATE/COUNTY-  TN/SHELBY
 FE2190  USGS QUAD   -  GERMANTOWN (1997)
 FE2190
 FE2190                         *CURRENT SURVEY CONTROL
 FE2190  ___________________________________________________________________
 FE2190* NAD 83(1986)-  35 04 33.     (N)    089 47 49.     (W)     SCALED    
 FE2190* NAVD 88     -       118.612  (meters)     389.15   (feet)  ADJUSTED  
 FE2190  ___________________________________________________________________
 FE2190  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE2190  DYNAMIC HT  -         118.503 (meters)     388.79  (feet)  COMP
 FE2190  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 FE2190
 FE2190  VERT ORDER  -  FIRST     CLASS II
 FE2190
 FE2190.The horizontal coordinates were scaled from a topographic map and have
 FE2190.an estimated accuracy of +/- 6 seconds.
 FE2190
 FE2190.The orthometric height was determined by differential leveling
 FE2190.and adjusted by the National Geodetic Survey in June 1991..
 FE2190
 FE2190.The geoid height was determined by GEOID03.
 FE2190
 FE2190.The dynamic height is computed by dividing the NAVD 88
 FE2190.geopotential number by the normal gravity value computed on the
 FE2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2190.degrees latitude (g = 980.6199 gals.).
 FE2190
 FE2190.The modeled gravity was interpolated from observed gravity values.
 FE2190
 FE2190;                    North         East    Units  Estimated Accuracy
 FE2190;SPC TN       -    89,100.      253,780.      MT  (+/- 180 meters Scaled)
 FE2190
 FE2190                          SUPERSEDED SURVEY CONTROL
 FE2190
 FE2190.No superseded survey control is available for this station.
 FE2190
 FE2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD449850(NAD 83)
 FE2190_MARKER: DZ = AZIMUTH MARK DISK
 FE2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2190_SP_SET: CONCRETE POST
 FE2190_STAMPING: MARTIN 1957
 FE2190_MARK LOGO: CGS   
 FE2190_PROJECTION: FLUSH
 FE2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2190+STABILITY: SURFACE MOTION
 FE2190
 FE2190  HISTORY     - Date     Condition        Report By
 FE2190  HISTORY     - 1957     MONUMENTED       CGS
 FE2190  HISTORY     - 1983     GOOD             NGS
 FE2190  HISTORY     - 19940909 MARK NOT FOUND   TN1620
 FE2190
 FE2190                          STATION DESCRIPTION
 FE2190
 FE2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2190'1.8 KM (1.1 MI) SE FROM GERMANTOWN.
 FE2190'1.8 KM (1.1 MI) SOUTHEAST ALONG POPLAR PIKE FROM THE JUNCTION OF
 FE2190'GERMANTOWN ROAD IN GERMANTOWN, 0.32 KM (0.2 MI) NORTHWEST ALONG POPLAR
 FE2190'PIKE FROM THE JUNCTION OF HACKS CROSS ROAD, LOCATED NEAR THE NORTHEAST
 FE2190'CORNER OF AN ENCLOSED PASTURE, 57.0 METERS (187.0 FT) NORTHWEST OF A
 FE2190'PRIVATE ENTRANCE ROAD CROSSING OVER THE RAILROAD, 36.6 METERS
 FE2190'(120.0 FT) NORTHWEST OF A CORNER FENCE POST, 24.4 METERS (80.0 FT)
 FE2190'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7.0 METERS (23.0 FT)
 FE2190'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN RAILROAD, 2.6 METERS
 FE2190'(8.5 FT) NORTHEAST OF CURVE IN THE FENCE, 45.7 METERS (150.0 FT)
 FE2190'SOUTHEAST OF THE EXTENDED CENTER OF AN ENTRANCE ROAD LEADING NORTHEAST
 FE2190'TO A SUB DIVISION.
 FE2190'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 FE2190'THE MARK IS 0.15 M ABOVE TRACKS.
 FE2190
 FE2190                          STATION RECOVERY (1994)
 FE2190
 FE2190'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE2190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1323 ***********************************************************************
 FC1323  DESIGNATION -  MARTIN AZ MK
 FC1323  PID         -  FC1323
 FC1323  STATE/COUNTY-  TN/MARION
 FC1323  USGS QUAD   -  ORME (1974)
 FC1323
 FC1323                         *CURRENT SURVEY CONTROL
 FC1323  ___________________________________________________________________
 FC1323* NAD 83(1986)-  35 07 27.     (N)    085 45 52.     (W)     SCALED    
 FC1323* NAVD 88     -       192.915  (meters)     632.92   (feet)  ADJUSTED  
 FC1323  ___________________________________________________________________
 FC1323  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1323  DYNAMIC HT  -         192.727 (meters)     632.31  (feet)  COMP
 FC1323  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 FC1323
 FC1323  VERT ORDER  -  SECOND    CLASS 0
 FC1323
 FC1323.The horizontal coordinates were scaled from a topographic map and have
 FC1323.an estimated accuracy of +/- 6 seconds.
 FC1323
 FC1323.The orthometric height was determined by differential leveling
 FC1323.and adjusted by the National Geodetic Survey in June 1991..
 FC1323
 FC1323.The geoid height was determined by GEOID03.
 FC1323
 FC1323.The dynamic height is computed by dividing the NAVD 88
 FC1323.geopotential number by the normal gravity value computed on the
 FC1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1323.degrees latitude (g = 980.6199 gals.).
 FC1323
 FC1323.The modeled gravity was interpolated from observed gravity values.
 FC1323
 FC1323;                    North         East    Units  Estimated Accuracy
 FC1323;SPC TN       -    87,770.      621,470.      MT  (+/- 180 meters Scaled)
 FC1323
 FC1323                          SUPERSEDED SURVEY CONTROL
 FC1323
 FC1323  NGVD 29 (??/??/92)  192.914  (m)          632.92   (f) ADJ UNCH    2 0
 FC1323
 FC1323.Superseded values are not recommended for survey control.
 FC1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1323.See file dsdata.txt to determine how the superseded data were derived.
 FC1323
 FC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD125875(NAD 83)
 FC1323_MARKER: DZ = AZIMUTH MARK DISK
 FC1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1323_STAMPING: MARTIN 1962
 FC1323_MARK LOGO: CGS   
 FC1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1323+STABILITY: SURFACE MOTION
 FC1323
 FC1323  HISTORY     - Date     Condition        Report By
 FC1323  HISTORY     - 1962     MONUMENTED       CGS
 FC1323
 FC1323                          STATION DESCRIPTION
 FC1323
 FC1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1323'10.2 MI SE FROM MONTEAGLE.
 FC1323'TO REACH THE MARK FROM THE POST OFFICE IN MONTEAGLE GO SOUTHEAST
 FC1323'ON U.S. HIGHWAYS 41 AND 64 FOR 10.2 MILES TO THE MARK ON THE
 FC1323'LEFT, 31 FEET NORTHEAST OF THE APPROXIMATE CENTER OF U.S.
 FC1323'HIGHWAYS 41 AND 64, 1.6 FEET NORTHWEST OF A METAL WITNESS POST
 FC1323'AND 1 FOOT SOUTHWEST OF A WIRE FENCE.  A STANDARD AZIMUTH MARK
 FC1323'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND
 FC1323'IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1517 ***********************************************************************
 GD1517  DESIGNATION -  MARTIN FIRST METH CHURCH SPIRE
 GD1517  PID         -  GD1517
 GD1517  STATE/COUNTY-  TN/WEAKLEY
 GD1517  USGS QUAD   -  MARTIN (1983)
 GD1517
 GD1517                         *CURRENT SURVEY CONTROL
 GD1517  ___________________________________________________________________
 GD1517* NAD 83(1995)-  36 20 33.67351(N)    088 50 51.12970(W)     ADJUSTED  
 GD1517* NAVD 88     -                                                        
 GD1517  ___________________________________________________________________
 GD1517  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GD1517  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1517
 GD1517  HORZ ORDER  -  THIRD
 GD1517
 GD1517.The horizontal coordinates were established by classical geodetic methods
 GD1517.and adjusted by the National Geodetic Survey in April 1999..
 GD1517
 GD1517
 GD1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1517
 GD1517.The geoid height was determined by GEOID03.
 GD1517
 GD1517;                    North         East     Units Scale Factor Converg.
 GD1517;SPC TN       -   226,658.045   344,410.228   MT  0.99998772   -1 40 01.4
 GD1517;SPC TN       -   743,627.27  1,129,952.56   sFT  0.99998772   -1 40 01.4
 GD1517;UTM  16      - 4,023,543.011   334,200.726   MT  0.99993870   -1 05 42.4
 GD1517
 GD1517                          SUPERSEDED SURVEY CONTROL
 GD1517
 GD1517  NAD 83(1995)-  36 20 33.67449(N)    088 50 51.13085(W) AD(       ) 4
 GD1517  NAD 83(1995)-  36 20 33.67579(N)    088 50 51.13184(W) AD(       ) 4
 GD1517  NAD 83(1986)-  36 20 33.68659(N)    088 50 51.12851(W) AD(       ) 4
 GD1517  NAD 27      -  36 20 33.46000(N)    088 50 50.91500(W) AD(       ) 3
 GD1517
 GD1517.Superseded values are not recommended for survey control.
 GD1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1517.See file dsdata.txt to determine how the superseded data were derived.
 GD1517
 GD1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3420123543(NAD 83)
 GD1517_MARKER: 90 = CHURCH SPIRE
 GD1517
 GD1517  HISTORY     - Date     Condition        Report By
 GD1517  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1517  HISTORY     - 1967     GOOD             CGS
 GD1517
 GD1517                          STATION DESCRIPTION
 GD1517
 GD1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1517'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE ON THE FIRST
 GD1517'METHODIST CHURCH IN MARTIN.  IT IS LOCATED ON THE CORNER OF SOUTH
 GD1517'MC COMB AND MAIN ST.  IT IS A WOODEN STRUCTURE PAINTED WHITE WITH A
 GD1517'WEATHER VANE ON TOP AND IS APPROXIMATELY 100 FT. HIGH.
 GD1517
 GD1517                          STATION RECOVERY (1967)
 GD1517
 GD1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1517'THIS STATION WAS RECOVERED AS DESCRIBED.
 GD1517'
 GD1517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1519 ***********************************************************************
 GD1519  DESIGNATION -  MARTIN MUNICIPAL TANK
 GD1519  PID         -  GD1519
 GD1519  STATE/COUNTY-  TN/WEAKLEY
 GD1519  USGS QUAD   -  MARTIN (1983)
 GD1519
 GD1519                         *CURRENT SURVEY CONTROL
 GD1519  ___________________________________________________________________
 GD1519* NAD 83(1995)-  36 20 32.36932(N)    088 50 54.20941(W)     ADJUSTED  
 GD1519* NAVD 88     -                                                        
 GD1519  ___________________________________________________________________
 GD1519  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GD1519  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1519
 GD1519  HORZ ORDER  -  THIRD
 GD1519
 GD1519.The horizontal coordinates were established by classical geodetic methods
 GD1519.and adjusted by the National Geodetic Survey in April 1999..
 GD1519
 GD1519
 GD1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1519
 GD1519.The geoid height was determined by GEOID03.
 GD1519
 GD1519;                    North         East     Units Scale Factor Converg.
 GD1519;SPC TN       -   226,620.097   344,332.293   MT  0.99998766   -1 40 03.2
 GD1519;SPC TN       -   743,502.77  1,129,696.86   sFT  0.99998766   -1 40 03.2
 GD1519;UTM  16      - 4,023,504.289   334,123.178   MT  0.99993902   -1 05 44.2
 GD1519
 GD1519                          SUPERSEDED SURVEY CONTROL
 GD1519
 GD1519  NAD 83(1995)-  36 20 32.37031(N)    088 50 54.21053(W) AD(       ) 4
 GD1519  NAD 83(1995)-  36 20 32.37161(N)    088 50 54.21201(W) AD(       ) 4
 GD1519  NAD 83(1986)-  36 20 32.38240(N)    088 50 54.20818(W) AD(       ) 4
 GD1519  NAD 27      -  36 20 32.15100(N)    088 50 53.99600(W) AD(       ) 3
 GD1519
 GD1519.Superseded values are not recommended for survey control.
 GD1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1519.See file dsdata.txt to determine how the superseded data were derived.
 GD1519
 GD1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3412323504(NAD 83)
 GD1519_MARKER: 53 = ELEVATED TANK
 GD1519
 GD1519  HISTORY     - Date     Condition        Report By
 GD1519  HISTORY     - 1934     FIRST OBSERVED   CGS
 GD1519  HISTORY     - 1959     GOOD             CGS
 GD1519  HISTORY     - 1967     GOOD             CGS
 GD1519
 GD1519                          STATION DESCRIPTION
 GD1519
 GD1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1519'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A FOUR
 GD1519'LEGGED STEEL STRUCTURE PAINTED SILVER.  IT IS 125 FEET HIGH AND IS
 GD1519'LOCATED NEAR THE CENTER OF MARTIN.
 GD1519'
 GD1519'THE STATION WAS LOCATED IN 1934, BUT WAS NOT DESCRIBED.
 GD1519
 GD1519                          STATION RECOVERY (1967)
 GD1519
 GD1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1519'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1519'INTERSECTED IN 1934 AND IN 1959.  FOLLOWING IS A NEW AND MORE
 GD1519'COMPLETE DESCRIPTION.
 GD1519'
 GD1519'THE STATION IS LOCATED AT THE MARTIN WATERWORKS PLANT ABOUT TWO
 GD1519'BLOCKS EAST OF THE NEW POST OFFICE IN MARTIN, IN THE SOUTHWEST ANGLE
 GD1519'OF A BUILDING ELL AND JUST EAST OF A LARGE REINFORCED CONCRETE
 GD1519'STACK.
 GD1519'
 GD1519'IT IS A FOUR LEGGED, STEEL TRUSSWORK STRUCTURE SUPPORTING THE TANK
 GD1519'PROPER, HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX, IS
 GD1519'PAINTED SILVER, AND HAS AN OVER-ALL HEIGHT OF 125 FEET.  THE POINT
 GD1519'INTERSECTED WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1519'
 GD1519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1520 ***********************************************************************
 GD1520  DESIGNATION -  MARTIN RADIO STATION WCMT MAST
 GD1520  PID         -  GD1520
 GD1520  STATE/COUNTY-  TN/WEAKLEY
 GD1520  USGS QUAD   -  MARTIN (1983)
 GD1520
 GD1520                         *CURRENT SURVEY CONTROL
 GD1520  ___________________________________________________________________
 GD1520* NAD 83(1995)-  36 21 45.24570(N)    088 50 56.84440(W)     ADJUSTED  
 GD1520* NAVD 88     -                                                        
 GD1520  ___________________________________________________________________
 GD1520  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GD1520  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1520
 GD1520  HORZ ORDER  -  THIRD
 GD1520
 GD1520.The horizontal coordinates were established by classical geodetic methods
 GD1520.and adjusted by the National Geodetic Survey in April 1999..
 GD1520
 GD1520
 GD1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1520
 GD1520.The geoid height was determined by GEOID03.
 GD1520
 GD1520;                    North         East     Units Scale Factor Converg.
 GD1520;SPC TN       -   228,867.358   344,331.999   MT  0.99999085   -1 40 04.8
 GD1520;SPC TN       -   750,875.66  1,129,695.90   sFT  0.99999085   -1 40 04.8
 GD1520;UTM  16      - 4,025,751.322   334,100.463   MT  0.99993911   -1 05 47.7
 GD1520
 GD1520                          SUPERSEDED SURVEY CONTROL
 GD1520
 GD1520  NAD 83(1995)-  36 21 45.24639(N)    088 50 56.84544(W) AD(       ) 4
 GD1520  NAD 83(1995)-  36 21 45.24760(N)    088 50 56.84658(W) AD(       ) 4
 GD1520  NAD 83(1986)-  36 21 45.25901(N)    088 50 56.84308(W) AD(       ) 4
 GD1520  NAD 27      -  36 21 45.02800(N)    088 50 56.63100(W) AD(       ) 3
 GD1520
 GD1520.Superseded values are not recommended for survey control.
 GD1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1520.See file dsdata.txt to determine how the superseded data were derived.
 GD1520
 GD1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3410025751(NAD 83)
 GD1520_MARKER: 42 = RADIO/TV MAST
 GD1520
 GD1520  HISTORY     - Date     Condition        Report By
 GD1520  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1520  HISTORY     - 1967     GOOD             CGS
 GD1520
 GD1520                          STATION DESCRIPTION
 GD1520
 GD1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1520'THE STATION IS THE BLINKING RED LIGHT ATOP THE MAST.  IT IS A GUYED
 GD1520'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED
 GD1520'AND WHITE AND IS APPROXIMATELY 185 FEET HIGH.  IT IS LOCATED ABOUT
 GD1520'1.0 MILE NORTH OF MARTIN.
 GD1520
 GD1520                          STATION RECOVERY (1967)
 GD1520
 GD1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1520'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1520'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1520'DESCRIPTION.
 GD1520'
 GD1520'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45E AND
 GD1520'STATE ROUTE 22 ONE BLOCK WEST OF THE NEW POST OFFICE IN MARTIN, GO
 GD1520'NORTH ON U.S. HIGHWAY 45E FOR 1.4 MILES TO THE MAST ON THE RIGHT AS
 GD1520'DESCRIBED.
 GD1520'
 GD1520'THE MAST IS ABOUT 200 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GD1520'HIGHWAY 45E AND 150 FEET EAST OF THE NORTHEAST CORNER OF THE CONTROL
 GD1520'SHACK.  IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY NUMEROUS GUY
 GD1520'CABLES, IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND
 GD1520'WHITE, HAS A RED FLASHING LIGHT AT THE TOP AND CENTER OF THE
 GD1520'MAST, AND HAS AN OFER-ALL HEIGHT OF ABOUT 185 FEET.  THE POINT
 GD1520'INTERSECTED WAS THE RED FLASHING LIGHT AT THE TOP AND CENTER OF THE
 GD1520'MAST.
 GD1520'
 GD1520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1 MILE NORTH
 GD1520'OF MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0321 ***********************************************************************
 GD0321  DESIGNATION -  MARTIN RESET
 GD0321  PID         -  GD0321
 GD0321  STATE/COUNTY-  TN/WEAKLEY
 GD0321  USGS QUAD   -  MARTIN (1983)
 GD0321
 GD0321                         *CURRENT SURVEY CONTROL
 GD0321  ___________________________________________________________________
 GD0321* NAD 83(1986)-  36 20 39.     (N)    088 50 55.     (W)     SCALED    
 GD0321* NAVD 88     -       125.47   (+/-2cm)     411.6    (feet)  VERTCON   
 GD0321  ___________________________________________________________________
 GD0321  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0321
 GD0321  VERT ORDER  -  THIRD (See Below)
 GD0321
 GD0321.The horizontal coordinates were scaled from a topographic map and have
 GD0321.an estimated accuracy of +/- 6 seconds.
 GD0321
 GD0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0321.The vertical order pertains to the NGVD 29 superseded value.
 GD0321
 GD0321.The geoid height was determined by GEOID03.
 GD0321
 GD0321;                    North         East    Units  Estimated Accuracy
 GD0321;SPC TN       -   226,830.      344,320.      MT  (+/- 180 meters Scaled)
 GD0321
 GD0321                          SUPERSEDED SURVEY CONTROL
 GD0321
 GD0321  NGVD 29 (??/??/??)  125.48   (m)          411.7    (f) RESET       3  
 GD0321
 GD0321.Superseded values are not recommended for survey control.
 GD0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0321.See file dsdata.txt to determine how the superseded data were derived.
 GD0321
 GD0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF341237(NAD 83)
 GD0321_MARKER: DS = TRIANGULATION STATION DISK
 GD0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0321_STAMPING: MARTIN 1934 1967 BM RESET
 GD0321_MARK LOGO: CGS   
 GD0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0321+STABILITY: SURFACE MOTION
 GD0321
 GD0321  HISTORY     - Date     Condition        Report By
 GD0321  HISTORY     - 1967     MONUMENTED       CGS
 GD0321
 GD0321                          STATION DESCRIPTION
 GD0321
 GD0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0321'AT MARTIN.
 GD0321'THIS MARK IS LOCATED IN A PAVED PARKING LOT IN THE SOUTHWEST
 GD0321'ANGLE OF FREDERICK STREET AND BROADWAY, ABOUT 0.2 OF A MILE NORTH
 GD0321'OF THE NEW POST OFFICE IN MARTIN, AND DIRECTLY ACROSS THE STREET
 GD0321'WEST OF THE MARTIN MANUFACTURING COMPANY PLANT AT THE SITE OF
 GD0321'TRIANGULATION STATION MARTIN 1934 1967.  IT IS 77 FEET WEST OF
 GD0321'THE NORTHWEST CORNER OF THE MARTIN MANUFACTURING COMPANY PLANT,
 GD0321'65 FEET EAST OF THE EAST RAIL OF THE EAST TRACK OF THE ILLINOIS
 GD0321'CENTRAL RAILROAD, 37 FEET WEST OF THE APPROXIMATE CENTER OF
 GD0321'BROADWAY, 34 FEET SOUTH OF THE APPROXIMATE CENTER OF FREDERICK
 GD0321'STREET, AND 14 FEET EAST OF A LARGE UTILITY POLE.  IT IS A
 GD0321'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH,
 GD0321'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MARTIN
 GD0321'1934 1967 BM RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1425 ***********************************************************************
 GA1425  DESIGNATION -  MARTIN RM 1
 GA1425  PID         -  GA1425
 GA1425  STATE/COUNTY-  TN/HAWKINS
 GA1425  USGS QUAD   -  CHURCH HILL (1991)
 GA1425
 GA1425                         *CURRENT SURVEY CONTROL
 GA1425  ___________________________________________________________________
 GA1425* NAD 83(1986)-  36 31 41.     (N)    082 41 12.     (W)     SCALED    
 GA1425* NAVD 88     -       383.001  (meters)    1256.56   (feet)  ADJUSTED  
 GA1425  ___________________________________________________________________
 GA1425  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1425  DYNAMIC HT  -         382.656 (meters)    1255.43  (feet)  COMP
 GA1425  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA1425
 GA1425  VERT ORDER  -  SECOND    CLASS 0
 GA1425
 GA1425.The horizontal coordinates were scaled from a topographic map and have
 GA1425.an estimated accuracy of +/- 6 seconds.
 GA1425
 GA1425.The orthometric height was determined by differential leveling
 GA1425.and adjusted by the National Geodetic Survey in June 1991..
 GA1425
 GA1425.The geoid height was determined by GEOID03.
 GA1425
 GA1425.The dynamic height is computed by dividing the NAVD 88
 GA1425.geopotential number by the normal gravity value computed on the
 GA1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1425.degrees latitude (g = 980.6199 gals.).
 GA1425
 GA1425.The modeled gravity was interpolated from observed gravity values.
 GA1425
 GA1425;                    North         East    Units  Estimated Accuracy
 GA1425;SPC TN       -   248,530.      896,690.      MT  (+/- 180 meters Scaled)
 GA1425
 GA1425                          SUPERSEDED SURVEY CONTROL
 GA1425
 GA1425  NGVD 29 (??/??/92)  383.167  (m)         1257.11   (f) ADJ UNCH    2 0
 GA1425
 GA1425.Superseded values are not recommended for survey control.
 GA1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1425.See file dsdata.txt to determine how the superseded data were derived.
 GA1425
 GA1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA489438(NAD 83)
 GA1425_MARKER: DD = SURVEY DISK
 GA1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1425_STAMPING: MARTIN RM-1 1963
 GA1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1425+STABILITY: SURFACE MOTION
 GA1425
 GA1425  HISTORY     - Date     Condition        Report By
 GA1425  HISTORY     - 1963     MONUMENTED       TNHD
 GA1425  HISTORY     - 1964     GOOD             TNHD
 GA1425
 GA1425                          STATION DESCRIPTION
 GA1425
 GA1425'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1425'2 MI NE FROM CHURCH HILL.
 GA1425'THE MARK IS LOCATED AT THE MARTIN 1963 STATION SITE, 114 FEET
 GA1425'SOUTH OF THE SOUTHWEST CORNER OF A BROWN SHINGLED HOUSE AND 6
 GA1425'FEET WEST-SOUTHWEST OF A FENCE.  THE MARK IS A STANDARD TENNESSEE
 GA1425'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA1425'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1324 ***********************************************************************
 FC1324  DESIGNATION -  MARTIN RM 1
 FC1324  PID         -  FC1324
 FC1324  STATE/COUNTY-  TN/MARION
 FC1324  USGS QUAD   -  MONTEAGLE (1982)
 FC1324
 FC1324                         *CURRENT SURVEY CONTROL
 FC1324  ___________________________________________________________________
 FC1324* NAD 83(1986)-  35 07 51.     (N)    085 46 15.     (W)     SCALED    
 FC1324* NAVD 88     -       197.057  (meters)     646.51   (feet)  ADJUSTED  
 FC1324  ___________________________________________________________________
 FC1324  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1324  DYNAMIC HT  -         196.865 (meters)     645.88  (feet)  COMP
 FC1324  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FC1324
 FC1324  VERT ORDER  -  SECOND    CLASS 0
 FC1324
 FC1324.The horizontal coordinates were scaled from a topographic map and have
 FC1324.an estimated accuracy of +/- 6 seconds.
 FC1324
 FC1324.The orthometric height was determined by differential leveling
 FC1324.and adjusted by the National Geodetic Survey in June 1991..
 FC1324
 FC1324.The geoid height was determined by GEOID03.
 FC1324
 FC1324.The dynamic height is computed by dividing the NAVD 88
 FC1324.geopotential number by the normal gravity value computed on the
 FC1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1324.degrees latitude (g = 980.6199 gals.).
 FC1324
 FC1324.The modeled gravity was interpolated from observed gravity values.
 FC1324
 FC1324;                    North         East    Units  Estimated Accuracy
 FC1324;SPC TN       -    88,510.      620,890.      MT  (+/- 180 meters Scaled)
 FC1324
 FC1324                          SUPERSEDED SURVEY CONTROL
 FC1324
 FC1324  NGVD 29 (??/??/92)  197.055  (m)          646.50   (f) ADJ UNCH    2 0
 FC1324
 FC1324.Superseded values are not recommended for survey control.
 FC1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1324.See file dsdata.txt to determine how the superseded data were derived.
 FC1324
 FC1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD119882(NAD 83)
 FC1324_MARKER: DR = REFERENCE MARK DISK
 FC1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1324_STAMPING: MARTIN NO 1 1962
 FC1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1324+STABILITY: SURFACE MOTION
 FC1324
 FC1324  HISTORY     - Date     Condition        Report By
 FC1324  HISTORY     - 1962     MONUMENTED       CGS
 FC1324
 FC1324                          STATION DESCRIPTION
 FC1324
 FC1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1324'9.8 MI SE FROM MONTEAGLE.
 FC1324'AT THE MARTIN STATION SITE, 120 FEET WEST OF THE APPROXIMATE
 FC1324'CENTER OF U.S. HIGHWAYS 41 AND 64, 66.77 FEET NORTHEAST OF
 FC1324'THE STATION, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD REFERENCE
 FC1324'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 FC1324'AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0325 ***********************************************************************
 GD0325  DESIGNATION -  MARTIN RM 2
 GD0325  PID         -  GD0325
 GD0325  STATE/COUNTY-  TN/WEAKLEY
 GD0325  USGS QUAD   -  MARTIN (1983)
 GD0325
 GD0325                         *CURRENT SURVEY CONTROL
 GD0325  ___________________________________________________________________
 GD0325* NAD 83(1986)-  36 20 39.     (N)    088 50 55.     (W)     SCALED    
 GD0325* NAVD 88     -       125.913  (meters)     413.10   (feet)  ADJUSTED  
 GD0325  ___________________________________________________________________
 GD0325  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0325  DYNAMIC HT  -         125.811 (meters)     412.76  (feet)  COMP
 GD0325  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GD0325
 GD0325  VERT ORDER  -  FIRST     CLASS II
 GD0325
 GD0325.The horizontal coordinates were scaled from a topographic map and have
 GD0325.an estimated accuracy of +/- 6 seconds.
 GD0325
 GD0325.The orthometric height was determined by differential leveling
 GD0325.and adjusted by the National Geodetic Survey in June 1991..
 GD0325
 GD0325.The geoid height was determined by GEOID03.
 GD0325
 GD0325.The dynamic height is computed by dividing the NAVD 88
 GD0325.geopotential number by the normal gravity value computed on the
 GD0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0325.degrees latitude (g = 980.6199 gals.).
 GD0325
 GD0325.The modeled gravity was interpolated from observed gravity values.
 GD0325
 GD0325;                    North         East    Units  Estimated Accuracy
 GD0325;SPC TN       -   226,830.      344,320.      MT  (+/- 180 meters Scaled)
 GD0325
 GD0325                          SUPERSEDED SURVEY CONTROL
 GD0325
 GD0325  NGVD 29 (??/??/??)  125.923  (m)          413.13   (f) ADJUSTED    1 2
 GD0325
 GD0325.Superseded values are not recommended for survey control.
 GD0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0325.See file dsdata.txt to determine how the superseded data were derived.
 GD0325
 GD0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF341237(NAD 83)
 GD0325_MARKER: DR = REFERENCE MARK DISK
 GD0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0325_STAMPING: MARTIN 1934 NO 2
 GD0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0325+STABILITY: SURFACE MOTION
 GD0325
 GD0325  HISTORY     - Date     Condition        Report By
 GD0325  HISTORY     - 1934     MONUMENTED       CGS
 GD0325  HISTORY     - 1948     GOOD             CGS
 GD0325  HISTORY     - 1967     MARK NOT FOUND   CGS
 GD0325
 GD0325                          STATION DESCRIPTION
 GD0325
 GD0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0325'AT MARTIN.
 GD0325'AT MARTIN, ABOUT 180 YARDS SOUTH OF THE UNION RAILROAD STATION,
 GD0325'155 FEET SOUTH OF THE CENTER LINE OF FREDERICK STREET, 48.5
 GD0325'FEET WEST OF THE WEST CURB OF BROADWAY, 56 FEET EAST OF THE
 GD0325'EAST RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD,
 GD0325'120.5 FEET SOUTH OF THE STATION MARK, 124 FEET SOUTHWEST AND
 GD0325'ACROSS BROADWAY FROM THE SOUTHWEST CORNER OF THE MARTIN SHIRT
 GD0325'FACTORY BUILDING, 178.5 FEET SOUTH OF U.S.G.S. NO. 34, 12 FEET
 GD0325'NORTH OF A 14-INCH TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 GD0325'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 GD0325'POST PROJECTING 6 INCHES.  NOTE-- MARK IS SLIGHTLY LEANING BUT
 GD0325'FIRMLY IN GROUND.  IT IS PRESUMED THAT THIS MARK WAS DESTROYED
 GD0325'DURING THE GRADING OPERATIONS DONE WHEN A NEW PAVED PARKING LOT
 GD0325'WAS ESTABLISHED.
 GD0325
 GD0325                          STATION RECOVERY (1967)
 GD0325
 GD0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1423 ***********************************************************************
 GA1423  DESIGNATION -  MARTIN RM 2
 GA1423  PID         -  GA1423
 GA1423  STATE/COUNTY-  TN/HAWKINS
 GA1423  USGS QUAD   -  CHURCH HILL (1991)
 GA1423
 GA1423                         *CURRENT SURVEY CONTROL
 GA1423  ___________________________________________________________________
 GA1423* NAD 83(1986)-  36 31 41.     (N)    082 41 12.     (W)     SCALED    
 GA1423* NAVD 88     -       385.675  (meters)    1265.34   (feet)  ADJUSTED  
 GA1423  ___________________________________________________________________
 GA1423  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA1423  DYNAMIC HT  -         385.327 (meters)    1264.19  (feet)  COMP
 GA1423  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GA1423
 GA1423  VERT ORDER  -  SECOND    CLASS 0
 GA1423
 GA1423.The horizontal coordinates were scaled from a topographic map and have
 GA1423.an estimated accuracy of +/- 6 seconds.
 GA1423
 GA1423.The orthometric height was determined by differential leveling
 GA1423.and adjusted by the National Geodetic Survey in June 1991..
 GA1423
 GA1423.The geoid height was determined by GEOID03.
 GA1423
 GA1423.The dynamic height is computed by dividing the NAVD 88
 GA1423.geopotential number by the normal gravity value computed on the
 GA1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1423.degrees latitude (g = 980.6199 gals.).
 GA1423
 GA1423.The modeled gravity was interpolated from observed gravity values.
 GA1423
 GA1423;                    North         East    Units  Estimated Accuracy
 GA1423;SPC TN       -   248,530.      896,690.      MT  (+/- 180 meters Scaled)
 GA1423
 GA1423                          SUPERSEDED SURVEY CONTROL
 GA1423
 GA1423  NGVD 29 (??/??/92)  385.841  (m)         1265.88   (f) ADJ UNCH    2 0
 GA1423
 GA1423.Superseded values are not recommended for survey control.
 GA1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1423.See file dsdata.txt to determine how the superseded data were derived.
 GA1423
 GA1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA489438(NAD 83)
 GA1423_MARKER: DD = SURVEY DISK
 GA1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1423_STAMPING: MARTIN RM-2 1963
 GA1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1423+STABILITY: SURFACE MOTION
 GA1423
 GA1423  HISTORY     - Date     Condition        Report By
 GA1423  HISTORY     - 1963     MONUMENTED       TNHD
 GA1423  HISTORY     - 1964     GOOD             TNHD
 GA1423
 GA1423                          STATION DESCRIPTION
 GA1423
 GA1423'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA1423'2 MI NE FROM CHURCH HILL.
 GA1423'THE MARK IS LOCATED AT THE MARTIN 1963 STATION SITE, 120 FEET
 GA1423'SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 11W, 77 FEET
 GA1423'SOUTHWEST OF A 10-INCH WALNUT TREE AND 2 FEET EAST OF A NORTH-SOUTH
 GA1423'FENCE LINE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA1423'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1326 ***********************************************************************
 FC1326  DESIGNATION -  MARTIN RM 2
 FC1326  PID         -  FC1326
 FC1326  STATE/COUNTY-  TN/MARION
 FC1326  USGS QUAD   -  MONTEAGLE (1982)
 FC1326
 FC1326                         *CURRENT SURVEY CONTROL
 FC1326  ___________________________________________________________________
 FC1326* NAD 83(1986)-  35 07 51.     (N)    085 46 15.     (W)     SCALED    
 FC1326* NAVD 88     -       197.606  (meters)     648.31   (feet)  ADJUSTED  
 FC1326  ___________________________________________________________________
 FC1326  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1326  DYNAMIC HT  -         197.414 (meters)     647.68  (feet)  COMP
 FC1326  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FC1326
 FC1326  VERT ORDER  -  SECOND    CLASS 0
 FC1326
 FC1326.The horizontal coordinates were scaled from a topographic map and have
 FC1326.an estimated accuracy of +/- 6 seconds.
 FC1326
 FC1326.The orthometric height was determined by differential leveling
 FC1326.and adjusted by the National Geodetic Survey in June 1991..
 FC1326
 FC1326.The geoid height was determined by GEOID03.
 FC1326
 FC1326.The dynamic height is computed by dividing the NAVD 88
 FC1326.geopotential number by the normal gravity value computed on the
 FC1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1326.degrees latitude (g = 980.6199 gals.).
 FC1326
 FC1326.The modeled gravity was interpolated from observed gravity values.
 FC1326
 FC1326;                    North         East    Units  Estimated Accuracy
 FC1326;SPC TN       -    88,510.      620,890.      MT  (+/- 180 meters Scaled)
 FC1326
 FC1326                          SUPERSEDED SURVEY CONTROL
 FC1326
 FC1326  NGVD 29 (??/??/92)  197.604  (m)          648.31   (f) ADJ UNCH    2 0
 FC1326
 FC1326.Superseded values are not recommended for survey control.
 FC1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1326.See file dsdata.txt to determine how the superseded data were derived.
 FC1326
 FC1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD119882(NAD 83)
 FC1326_MARKER: DR = REFERENCE MARK DISK
 FC1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1326_STAMPING: MARTIN NO 2 1962
 FC1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1326+STABILITY: SURFACE MOTION
 FC1326
 FC1326  HISTORY     - Date     Condition        Report By
 FC1326  HISTORY     - 1962     MONUMENTED       CGS
 FC1326
 FC1326                          STATION DESCRIPTION
 FC1326
 FC1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1326'9.8 MI SE FROM MONTEAGLE.
 FC1326'AT THE MARTIN STATION SITE, 62.10 FEET WEST OF THE STATION, 36
 FC1326'FEET NORTHEAST OF A TOOL SHED AND 1 FOOT SOUTH OF A FENCE.  A
 FC1326'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FC1326'PROJECTING 6 INCHES AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FC1326'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2562 ***********************************************************************
 FE2562  DESIGNATION -  MARTIN RM 2
 FE2562  PID         -  FE2562
 FE2562  STATE/COUNTY-  TN/SHELBY
 FE2562  USGS QUAD   -  GERMANTOWN (1997)
 FE2562
 FE2562                         *CURRENT SURVEY CONTROL
 FE2562  ___________________________________________________________________
 FE2562* NAD 83(1995)-  35 04 41.45950(N)    089 47 53.00407(W)     ADJUSTED  
 FE2562* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 FE2562  ___________________________________________________________________
 FE2562  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FE2562  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 FE2562
 FE2562  HORZ ORDER  -  SECOND
 FE2562
 FE2562.The horizontal coordinates were established by classical geodetic methods
 FE2562.and adjusted by the National Geodetic Survey in April 1999..
 FE2562
 FE2562.The orthometric height was scaled from a topographic map.
 FE2562
 FE2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2562
 FE2562.The geoid height was determined by GEOID03.
 FE2562
 FE2562;                    North         East     Units Scale Factor Converg.
 FE2562;SPC TN       -    89,362.945   253,687.369   MT  1.00003476   -2 13 24.7
 FE2562;SPC TN       -   293,184.93    832,305.98   sFT  1.00003476   -2 13 24.7
 FE2562;UTM  16      - 3,885,295.019   244,881.092   MT  1.00040222   -1 36 32.0
 FE2562
 FE2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2562!SPC TN       -   0.99998531  x   1.00003476  =   1.00002007
 FE2562!UTM  16      -   0.99998531  x   1.00040222  =   1.00038753
 FE2562
 FE2562|---------------------------------------------------------------------|
 FE2562| PID    Reference Object                     Distance      Geod. Az  |
 FE2562|                                                           dddmmss.s |
 FE2562| FE2561 MARTIN                               11.463 METERS 13823     |
 FE2562| FE2190 MARTIN AZ MK                                       1584832.9 |
 FE2562|---------------------------------------------------------------------|
 FE2562
 FE2562                          SUPERSEDED SURVEY CONTROL
 FE2562
 FE2562  NAD 83(1995)-  35 04 41.46138(N)    089 47 53.00367(W) AD(       ) 2
 FE2562  NAD 83(1995)-  35 04 41.46383(N)    089 47 53.00479(W) AD(       ) 2
 FE2562  NAD 83(1986)-  35 04 41.46997(N)    089 47 53.00478(W) AD(       ) 2
 FE2562  NAD 27      -  35 04 41.14100(N)    089 47 52.69500(W) AD(       ) 2
 FE2562
 FE2562.Superseded values are not recommended for survey control.
 FE2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2562.See file dsdata.txt to determine how the superseded data were derived.
 FE2562
 FE2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4488185295(NAD 83)
 FE2562_MARKER: DR = REFERENCE MARK DISK
 FE2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2562
 FE2562  HISTORY     - Date     Condition        Report By
 FE2562  HISTORY     - 1957     MONUMENTED       CGS
 FE2562
 FE2562                          STATION DESCRIPTION
 FE2562
 FE2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE2562'THE STATION IS ABOUT 0.75 OF A MILE EAST OF GERMANTOWN, ABOUT 100
 FE2562'YARDS NORTH OF THE SOUTHERN RAILROAD TRACKS, ABOUT 73 YARDS EAST OF
 FE2562'POPLAR ROAD, AND IS ON THE PROPERTY OF MR. JOHN BROWDER.
 FE2562'
 FE2562'TO REACH THE STATION FROM THE SOUTHERN RAILROAD STATION IN
 FE2562'GERMANTOWN, GO SOUTHEASTERLY ON OLD POPLAR ROAD FOR 1.0 MILE TO THE
 FE2562'STATION ON THE LEFT ABOUT 73 YARDS AS DESCRIBED.
 FE2562'
 FE2562'REFERENCE MARK NO. 2 IS ON THE PROPERTY OF DR. CARL NURNBERGER, 235
 FE2562'FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF OLD POPLAR ROAD,
 FE2562'79 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN HOUSE, 25
 FE2562'FEET NORTH OF THE 28-INCH BLACK OAK TREE, 19 FEET WEST OF A FENCE
 FE2562'AT THE EAST EDGE OF THE WOODS, 11 FEET WEST OF THE 28-INCH BODARK
 FE2562'TREE, AND 11 FEET EAST OF AN 18-INCH CATALPA TREE.  IT IS A
 FE2562'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 FE2562'MONUMENT AND THE DISK IS STAMPED MARTIN NO 2 1914.
 FE2562'
 FE2562'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2562'REFERENCE MARK NO. 2 IS 67.26 FEET-20.501 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0322 ***********************************************************************
 GD0322  DESIGNATION -  MARTIN RM 4
 GD0322  PID         -  GD0322
 GD0322  STATE/COUNTY-  TN/WEAKLEY
 GD0322  USGS QUAD   -  MARTIN (1983)
 GD0322
 GD0322                         *CURRENT SURVEY CONTROL
 GD0322  ___________________________________________________________________
 GD0322* NAD 83(1986)-  36 20 39.     (N)    088 50 56.     (W)     SCALED    
 GD0322* NAVD 88     -       125.77   (+/-2cm)     412.6    (feet)  VERTCON   
 GD0322  ___________________________________________________________________
 GD0322  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0322
 GD0322  VERT ORDER  -  THIRD (See Below)
 GD0322
 GD0322.The horizontal coordinates were scaled from a topographic map and have
 GD0322.an estimated accuracy of +/- 6 seconds.
 GD0322
 GD0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD0322.The vertical order pertains to the NGVD 29 superseded value.
 GD0322
 GD0322.The geoid height was determined by GEOID03.
 GD0322
 GD0322;                    North         East    Units  Estimated Accuracy
 GD0322;SPC TN       -   226,830.      344,290.      MT  (+/- 180 meters Scaled)
 GD0322
 GD0322                          SUPERSEDED SURVEY CONTROL
 GD0322
 GD0322  NGVD 29 (??/??/??)  125.78   (m)          412.7    (f) RESET       3  
 GD0322
 GD0322.Superseded values are not recommended for survey control.
 GD0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0322.See file dsdata.txt to determine how the superseded data were derived.
 GD0322
 GD0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF340237(NAD 83)
 GD0322_MARKER: DR = REFERENCE MARK DISK
 GD0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0322_SP_SET: CONCRETE BASE
 GD0322_STAMPING: MARTIN 1934 NO 4 1967
 GD0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0322
 GD0322  HISTORY     - Date     Condition        Report By
 GD0322  HISTORY     - 1967     MONUMENTED       CGS
 GD0322
 GD0322                          STATION DESCRIPTION
 GD0322
 GD0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0322'AT MARTIN.
 GD0322'THIS MARK IS LOCATED NEAR THE EAST EDGE OF A LARGE, PAVED PARKING
 GD0322'LOT ABOUT 0.2 MILE NORTH OF THE NEW POST OFFICE IN MARTIN, AND
 GD0322'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF FREDERICK STREET
 GD0322'AND BROADWAY NEAR THE SITE OF TRIANGULATION STATION MARTIN 1934
 GD0322'1967.  IT IS 83.18 FEET SOUTH OF STATION MARTIN 1934 1967, 64 FEET
 GD0322'NORTH OF A POINT ON TANGENT WITH THE T INTERSECTION OF BROADWAY
 GD0322'AND STRAND STREET, 16 FEET WEST OF THE APPROXIMATE CENTER OF
 GD0322'BROADWAY AND ABOUT 8 INCHES ABOVE THE SURFACE OF THE PARKING
 GD0322'LOT.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED FLUSH IN A
 GD0322'DRILL HOLE IN THE CONCRETE BASE OF STREET LAMP NO. 11 AND THE
 GD0322'DISK IS STAMPED MARTIN 1934 NO 4 1967 BM RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1521 ***********************************************************************
 GD1521  DESIGNATION -  MARTIN TVA STACK
 GD1521  PID         -  GD1521
 GD1521  STATE/COUNTY-  TN/WEAKLEY
 GD1521  USGS QUAD   -  MARTIN (1983)
 GD1521
 GD1521                         *CURRENT SURVEY CONTROL
 GD1521  ___________________________________________________________________
 GD1521* NAD 83(1995)-  36 20 31.97650(N)    088 50 55.77321(W)     ADJUSTED  
 GD1521* NAVD 88     -                                                        
 GD1521  ___________________________________________________________________
 GD1521  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GD1521  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1521
 GD1521  HORZ ORDER  -  THIRD
 GD1521
 GD1521.The horizontal coordinates were established by classical geodetic methods
 GD1521.and adjusted by the National Geodetic Survey in April 1999..
 GD1521
 GD1521
 GD1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1521
 GD1521.The geoid height was determined by GEOID03.
 GD1521
 GD1521;                    North         East     Units Scale Factor Converg.
 GD1521;SPC TN       -   226,609.129   344,292.962   MT  0.99998764   -1 40 04.1
 GD1521;SPC TN       -   743,466.78  1,129,567.83   sFT  0.99998764   -1 40 04.1
 GD1521;UTM  16      - 4,023,492.929   334,083.960   MT  0.99993918   -1 05 45.2
 GD1521
 GD1521                          SUPERSEDED SURVEY CONTROL
 GD1521
 GD1521  NAD 83(1995)-  36 20 31.97749(N)    088 50 55.77435(W) AD(       ) 4
 GD1521  NAD 83(1995)-  36 20 31.97874(N)    088 50 55.77580(W) AD(       ) 4
 GD1521  NAD 83(1986)-  36 20 31.98957(N)    088 50 55.77198(W) AD(       ) 4
 GD1521  NAD 27      -  36 20 31.75900(N)    088 50 55.56000(W) AD(       ) 3
 GD1521
 GD1521.Superseded values are not recommended for survey control.
 GD1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1521.See file dsdata.txt to determine how the superseded data were derived.
 GD1521
 GD1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3408423493(NAD 83)
 GD1521_MARKER: 63 = STACK
 GD1521
 GD1521  HISTORY     - Date     Condition        Report By
 GD1521  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1521  HISTORY     - 1967     GOOD             CGS
 GD1521
 GD1521                          STATION DESCRIPTION
 GD1521
 GD1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1521'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS A WHITE
 GD1521'STRUCTURE APPROXIMATELY 110 FEET HIGH.  IT IS LOCATED NEAR THE
 GD1521'CENTER OF MARTIN.
 GD1521
 GD1521                          STATION RECOVERY (1967)
 GD1521
 GD1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1521'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1521'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1521'DESCRIPTION.
 GD1521'
 GD1521'THE STACK IS LOCATED AT THE MARTIN POWER AND LIGHT COMPANY PLANT IN
 GD1521'MARTIN.  IT IS 78 FEET EAST OF THE APPROXIMATE CENTER OF BROADWAY
 GD1521'65 FEET SOUTH OF THE SOUTHEAST CORNER OF A FENCE ENCLOSING AN
 GD1521'ELECTRIC TRANSFORMER STATION, AND IN THE ANGLE FORMED BY AN ELL AT
 GD1521'THE NORTHWEST CORNER OF THE PLANT BUILDING.  IT IS A LARGE
 GD1521'REINFORCED CONCRETE STACK THAT HAS BEEN PAINTED WHITE AND HAS AN
 GD1521'OVER-ALL HEIGHT OF ABOUT 110 FEET.  THE POINT INTERSECTED WAS THE
 GD1521'TOP AND CENTER OF THE STACK.
 GD1521'
 GD1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1271 ***********************************************************************
 GC1271  DESIGNATION -  MARY
 GC1271  PID         -  GC1271
 GC1271  STATE/COUNTY-  TN/MONTGOMERY
 GC1271  USGS QUAD   -  CLARKSVILLE (1984)
 GC1271
 GC1271                         *CURRENT SURVEY CONTROL
 GC1271  ___________________________________________________________________
 GC1271* NAD 83(1986)-  36 37 21.     (N)    087 18 25.     (W)     SCALED    
 GC1271* NAVD 88     -       157.843  (meters)     517.86   (feet)  ADJUSTED  
 GC1271  ___________________________________________________________________
 GC1271  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1271  DYNAMIC HT  -         157.714 (meters)     517.43  (feet)  COMP
 GC1271  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GC1271
 GC1271  VERT ORDER  -  SECOND    CLASS 0
 GC1271
 GC1271.The horizontal coordinates were scaled from a topographic map and have
 GC1271.an estimated accuracy of +/- 6 seconds.
 GC1271
 GC1271.The orthometric height was determined by differential leveling
 GC1271.and adjusted by the National Geodetic Survey in June 1991..
 GC1271
 GC1271.The geoid height was determined by GEOID03.
 GC1271
 GC1271.The dynamic height is computed by dividing the NAVD 88
 GC1271.geopotential number by the normal gravity value computed on the
 GC1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1271.degrees latitude (g = 980.6199 gals.).
 GC1271
 GC1271.The modeled gravity was interpolated from observed gravity values.
 GC1271
 GC1271;                    North         East    Units  Estimated Accuracy
 GC1271;SPC TN       -   254,770.      483,090.      MT  (+/- 180 meters Scaled)
 GC1271
 GC1271                          SUPERSEDED SURVEY CONTROL
 GC1271
 GC1271  NGVD 29 (??/??/92)  157.924  (m)          518.12   (f) ADJ UNCH    2 0
 GC1271
 GC1271.Superseded values are not recommended for survey control.
 GC1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1271.See file dsdata.txt to determine how the superseded data were derived.
 GC1271
 GC1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF725530(NAD 83)
 GC1271_MARKER: DD = SURVEY DISK
 GC1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1271_STAMPING: MARY 1965
 GC1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1271+STABILITY: SURFACE MOTION
 GC1271
 GC1271  HISTORY     - Date     Condition        Report By
 GC1271  HISTORY     - 1965     MONUMENTED       TNHD
 GC1271
 GC1271                          STATION DESCRIPTION
 GC1271
 GC1271'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1271'8 MI N FROM CLARKSVILLE.
 GC1271'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48, 3 MILES
 GC1271'NORTHEAST OF CLARKSVILE, GO NORTH ON STATE ROUTE 48 FOR 4.15
 GC1271'MILES TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT, AND GO EAST
 GC1271'ON THE GRAVELED ROAD FOR 0.25 MILE TO A GRAVELED DRIVE ON
 GC1271'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A GRAVELED
 GC1271'DRIVE ON THE LEFT.  TURN LEFT, AND GO NORTH ON THE GRAVELED
 GC1271'DRIVE FOR 0.3 MILE TO THE MARK ON THE RIGHT, 29 FEET EAST OF THE
 GC1271'APPROXIMATE CENTER OF A GRAVELED DRIVE, 14 FEET SOUTH OF A
 GC1271'10-INCH BLACK LOCUST TREE, 6 FEET NORTHWEST OF A FENCE AND
 GC1271'5.9 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.  IT IS
 GC1271'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GC1271'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2469 ***********************************************************************
 GC2469  DESIGNATION -  MARY
 GC2469  PID         -  GC2469
 GC2469  STATE/COUNTY-  TN/MONTGOMERY
 GC2469  USGS QUAD   -  CLARKSVILLE (1984)
 GC2469
 GC2469                         *CURRENT SURVEY CONTROL
 GC2469  ___________________________________________________________________
 GC2469* NAD 83(1995)-  36 37 21.43607(N)    087 18 24.13631(W)     ADJUSTED  
 GC2469* NAVD 88     -       157.84   (+/-2cm)     517.8    (feet)  VERTCON   
 GC2469  ___________________________________________________________________
 GC2469  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GC2469  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC2469
 GC2469  HORZ ORDER  -  SECOND
 GC2469  VERT ORDER  -  THIRD ? (See Below)
 GC2469
 GC2469.The horizontal coordinates were established by classical geodetic methods
 GC2469.and adjusted by the National Geodetic Survey in April 1999..
 GC2469
 GC2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2469.The vertical order pertains to the NGVD 29 superseded value.
 GC2469
 GC2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2469
 GC2469.The geoid height was determined by GEOID03.
 GC2469
 GC2469;                    North         East     Units Scale Factor Converg.
 GC2469;SPC TN       -   254,783.955   483,114.206   MT  1.00004302   -0 45 54.0
 GC2469;SPC TN       -   835,903.69  1,585,017.19   sFT  1.00004302   -0 45 54.0
 GC2469;SPC KY1Z     - 1,033,269.631 1,360,740.032   MT  1.00014205   -0 57 20.7
 GC2469;SPC KY1Z     - 3,389,985.45  4,464,361.25   sFT  1.00014205   -0 57 20.7
 GC2469;SPC KY S     -   533,250.699   360,756.599   MT  1.00002194   -0 56 38.7
 GC2469;SPC KY S     - 1,749,506.67  1,183,582.28   sFT  1.00002194   -0 56 38.7
 GC2469;UTM  16      - 4,053,053.624   472,576.328   MT  0.99960927   -0 10 58.7
 GC2469
 GC2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2469!SPC TN       -   0.99997987  x   1.00004302  =   1.00002289
 GC2469!SPC KY1Z     -   0.99997987  x   1.00014205  =   1.00012192
 GC2469!SPC KY S     -   0.99997987  x   1.00002194  =   1.00000181
 GC2469!UTM  16      -   0.99997987  x   0.99960927  =   0.99958915
 GC2469
 GC2469|---------------------------------------------------------------------|
 GC2469| PID    Reference Object                     Distance      Geod. Az  |
 GC2469|                                                           dddmmss.s |
 GC2469| GC1272 MARY RM 1                            22.262 METERS 23456     |
 GC2469| GC1270 MARY RM 2                            16.391 METERS 29413     |
 GC2469| GC1269 MARY AZ MK                                         2953309.5 |
 GC2469|---------------------------------------------------------------------|
 GC2469
 GC2469                          SUPERSEDED SURVEY CONTROL
 GC2469
 GC2469  NAD 83(1995)-  36 37 21.43664(N)    087 18 24.13693(W) AD(       ) 2
 GC2469  NAD 83(1995)-  36 37 21.44311(N)    087 18 24.13967(W) AD(       ) 2
 GC2469  NAD 83(1986)-  36 37 21.44611(N)    087 18 24.13955(W) AD(       ) 2
 GC2469  NAD 27      -  36 37 21.27941(N)    087 18 24.11627(W) AD(       ) 2
 GC2469  NGVD 29 (07/19/86)  157.92   (m)          518.1    (f) LEVELING    3  
 GC2469
 GC2469.Superseded values are not recommended for survey control.
 GC2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2469.See file dsdata.txt to determine how the superseded data were derived.
 GC2469
 GC2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7257653054(NAD 83)
 GC2469_MARKER: DD = SURVEY DISK
 GC2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2469
 GC2469  HISTORY     - Date     Condition        Report By
 GC2469  HISTORY     - 1965     MONUMENTED       TNHD
 GC2469
 GC2469                          STATION DESCRIPTION
 GC2469
 GC2469'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GC2469'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF CLARKSVILLE.
 GC2469'
 GC2469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2469'ROUTE 48, 3 MILES NORTHEAST OF CLARKSVILLE, GO NORTH ON STATE
 GC2469'ROUTE 48 FOR 4.15 MILES TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT
 GC2469'AND GO EAST ON THE GRAVELED ROAD FOR 0.25 MILE TO A GRAVELED DRIVE
 GC2469'ON THE LEFT,* CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A GRAVELED
 GC2469'DRIVE ON THE LEFT. TURN LEFT AND GO NORTH ON THE GRAVELED DRIVE FOR
 GC2469'0.3 MILE TO THE STATION ON THE RIGHT.
 GC2469'
 GC2469'THE STATION IS 29 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GC2469'DRIVE, 14 FEET SOUTH OF A 10-INCH BLACK LOCUST TREE, 6 FEET NORTHWEST
 GC2469'OF A FENCE AND 5.9 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 GC2469'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2469'DEPARTMENT DISKS AND THE DISKS ARE STAMPED MARY 1965. THE UNDERGROUND
 GC2469'MARK IS ABOUT 30 INCHES BELOW THE SURFACE. THE SURFACE DISK IS SET
 GC2469'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2469'
 GC2469'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF A 36-INCH OAK TREE, 8 FEET
 GC2469'WEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE AND 5 FEET
 GC2469'SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN. IT IS A STANDARD
 GC2469'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC2469'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MARY RM-1 1965.
 GC2469'
 GC2469'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE APPROXIMATE CENTER OF A
 GC2469'GRAVELED DRIVE AND 1 FOOT EAST OF THE NORTHEAST CORNER OF A
 GC2469'BARN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GC2469'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2469'MARY RM-2 1965.
 GC2469'
 GC2469'THE AZIMUTH MARK IS 36 FEET NORTH OF A 14-INCH OAK TREE, 25 FEET WEST
 GC2469'OF THE APPROXIMATE CENTER OF A FARM ROAD, 2.2 FEET SOUTHEAST OF A
 GC2469'METAL WITNESS POST WITH SIGN AND 2 FEET SOUTH OF THE SOUTHEAST CORNER
 GC2469'OF A BARN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GC2469'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC2469'STAMPED MARY AZI 1965.
 GC2469'
 GC2469'TO REACH THE AZIMUTH MARK,* TURN LEFT AND GO NORTH ON THE GRAVELED
 GC2469'DRIVE FOR 0.4 MILE TO TWO GATES, PASS THROUGH THE RIGHT GATE AND
 GC2469'GO 0.1 MILE TO A BARN AND THE AZIMUTH MARK ON THE LEFT.
 GC2469'
 GC2469'ALL OBSERVATIONS WERE MADE FROM A 37 FOOT STEEL TOWER.
 GC2469'
 GC2469'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1269 ***********************************************************************
 GC1269  DESIGNATION -  MARY AZ MK
 GC1269  PID         -  GC1269
 GC1269  STATE/COUNTY-  TN/MONTGOMERY
 GC1269  USGS QUAD   -  CLARKSVILLE (1984)
 GC1269
 GC1269                         *CURRENT SURVEY CONTROL
 GC1269  ___________________________________________________________________
 GC1269* NAD 83(1986)-  36 37 23.     (N)    087 18 47.     (W)     SCALED    
 GC1269* NAVD 88     -       159.737  (meters)     524.07   (feet)  ADJUSTED  
 GC1269  ___________________________________________________________________
 GC1269  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC1269  DYNAMIC HT  -         159.606 (meters)     523.64  (feet)  COMP
 GC1269  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GC1269
 GC1269  VERT ORDER  -  SECOND    CLASS 0
 GC1269
 GC1269.The horizontal coordinates were scaled from a topographic map and have
 GC1269.an estimated accuracy of +/- 6 seconds.
 GC1269
 GC1269.The orthometric height was determined by differential leveling
 GC1269.and adjusted by the National Geodetic Survey in June 1991..
 GC1269
 GC1269.The geoid height was determined by GEOID03.
 GC1269
 GC1269.The dynamic height is computed by dividing the NAVD 88
 GC1269.geopotential number by the normal gravity value computed on the
 GC1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1269.degrees latitude (g = 980.6199 gals.).
 GC1269
 GC1269.The modeled gravity was interpolated from observed gravity values.
 GC1269
 GC1269;                    North         East    Units  Estimated Accuracy
 GC1269;SPC TN       -   254,840.      482,550.      MT  (+/- 180 meters Scaled)
 GC1269
 GC1269                          SUPERSEDED SURVEY CONTROL
 GC1269
 GC1269  NGVD 29 (??/??/92)  159.818  (m)          524.34   (f) ADJ UNCH    2 0
 GC1269
 GC1269.Superseded values are not recommended for survey control.
 GC1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1269.See file dsdata.txt to determine how the superseded data were derived.
 GC1269
 GC1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF720531(NAD 83)
 GC1269_MARKER: DD = SURVEY DISK
 GC1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1269_STAMPING: MARY AZI 1965
 GC1269_MARK LOGO: TNHD  
 GC1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1269+STABILITY: SURFACE MOTION
 GC1269
 GC1269  HISTORY     - Date     Condition        Report By
 GC1269  HISTORY     - 1965     MONUMENTED       TNHD
 GC1269
 GC1269                          STATION DESCRIPTION
 GC1269
 GC1269'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1269'8 MI N FROM CLARKSVILLE.
 GC1269'FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE ROUTE 48, 3 MILES
 GC1269'NORTHEAST OF CLARKSVILLE, GO NORTH ON STATE ROUTE 48 FOR 4.15
 GC1269'MILES TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT, AND GO EAST
 GC1269'ON THE GRAVELED ROAD FOR 0.25 MILE TO A GRAVELED DRIVE ON THE
 GC1269'LEFT, TURN LEFT AND GO NORTH ON THE GRAVELED DRIVE FOR 0.4 MILE
 GC1269'TWO GATES, PASS THROUGH THE RIGHT GATE AND GO 0.1 MILE TO A BARN
 GC1269'AND THE MARK ON THE LEFT, 36 FEET NORTH OF A 14-INCH OAK TREE,
 GC1269'25 FEE WEST OF THE APPROXIMATE CENTER OF A FARM ROAD, 2.2 FEET
 GC1269'SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 2 FEET SOUTH OF THE
 GC1269'SOUTHEAST CORNER OF A BARN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC1269'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC1269'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1272 ***********************************************************************
 GC1272  DESIGNATION -  MARY RM 1
 GC1272  PID         -  GC1272
 GC1272  STATE/COUNTY-  TN/MONTGOMERY
 GC1272  USGS QUAD   -  CLARKSVILLE (1984)
 GC1272
 GC1272                         *CURRENT SURVEY CONTROL
 GC1272  ___________________________________________________________________
 GC1272* NAD 83(1986)-  36 37 21.     (N)    087 18 25.     (W)     SCALED    
 GC1272* NAVD 88     -       157.068  (meters)     515.31   (feet)  ADJUSTED  
 GC1272  ___________________________________________________________________
 GC1272  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1272  DYNAMIC HT  -         156.940 (meters)     514.89  (feet)  COMP
 GC1272  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GC1272
 GC1272  VERT ORDER  -  SECOND    CLASS 0
 GC1272
 GC1272.The horizontal coordinates were scaled from a topographic map and have
 GC1272.an estimated accuracy of +/- 6 seconds.
 GC1272
 GC1272.The orthometric height was determined by differential leveling
 GC1272.and adjusted by the National Geodetic Survey in June 1991..
 GC1272
 GC1272.The geoid height was determined by GEOID03.
 GC1272
 GC1272.The dynamic height is computed by dividing the NAVD 88
 GC1272.geopotential number by the normal gravity value computed on the
 GC1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1272.degrees latitude (g = 980.6199 gals.).
 GC1272
 GC1272.The modeled gravity was interpolated from observed gravity values.
 GC1272
 GC1272;                    North         East    Units  Estimated Accuracy
 GC1272;SPC TN       -   254,770.      483,090.      MT  (+/- 180 meters Scaled)
 GC1272
 GC1272                          SUPERSEDED SURVEY CONTROL
 GC1272
 GC1272  NGVD 29 (??/??/92)  157.150  (m)          515.58   (f) ADJ UNCH    2 0
 GC1272
 GC1272.Superseded values are not recommended for survey control.
 GC1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1272.See file dsdata.txt to determine how the superseded data were derived.
 GC1272
 GC1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF725530(NAD 83)
 GC1272_MARKER: DD = SURVEY DISK
 GC1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1272_STAMPING: MARY RM-1 1965
 GC1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1272+STABILITY: SURFACE MOTION
 GC1272
 GC1272  HISTORY     - Date     Condition        Report By
 GC1272  HISTORY     - 1965     MONUMENTED       TNHD
 GC1272
 GC1272                          STATION DESCRIPTION
 GC1272
 GC1272'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1272'8 MI N FROM CLARKSVILLE.
 GC1272'AT THE MARY 1965 STATION SITE, 40 FEET NORTH OF A 36-INCH OAK
 GC1272'TREE, 8 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE
 GC1272'AND 5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN.  IT IS
 GC1272'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF
 GC1272'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1270 ***********************************************************************
 GC1270  DESIGNATION -  MARY RM 2
 GC1270  PID         -  GC1270
 GC1270  STATE/COUNTY-  TN/MONTGOMERY
 GC1270  USGS QUAD   -  CLARKSVILLE (1984)
 GC1270
 GC1270                         *CURRENT SURVEY CONTROL
 GC1270  ___________________________________________________________________
 GC1270* NAD 83(1986)-  36 37 21.     (N)    087 18 25.     (W)     SCALED    
 GC1270* NAVD 88     -       157.614  (meters)     517.11   (feet)  ADJUSTED  
 GC1270  ___________________________________________________________________
 GC1270  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GC1270  DYNAMIC HT  -         157.486 (meters)     516.69  (feet)  COMP
 GC1270  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 GC1270
 GC1270  VERT ORDER  -  SECOND    CLASS 0
 GC1270
 GC1270.The horizontal coordinates were scaled from a topographic map and have
 GC1270.an estimated accuracy of +/- 6 seconds.
 GC1270
 GC1270.The orthometric height was determined by differential leveling
 GC1270.and adjusted by the National Geodetic Survey in June 1991..
 GC1270
 GC1270.The geoid height was determined by GEOID03.
 GC1270
 GC1270.The dynamic height is computed by dividing the NAVD 88
 GC1270.geopotential number by the normal gravity value computed on the
 GC1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1270.degrees latitude (g = 980.6199 gals.).
 GC1270
 GC1270.The modeled gravity was interpolated from observed gravity values.
 GC1270
 GC1270;                    North         East    Units  Estimated Accuracy
 GC1270;SPC TN       -   254,770.      483,090.      MT  (+/- 180 meters Scaled)
 GC1270
 GC1270                          SUPERSEDED SURVEY CONTROL
 GC1270
 GC1270  NGVD 29 (??/??/92)  157.697  (m)          517.38   (f) ADJ UNCH    2 0
 GC1270
 GC1270.Superseded values are not recommended for survey control.
 GC1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1270.See file dsdata.txt to determine how the superseded data were derived.
 GC1270
 GC1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF725530(NAD 83)
 GC1270_MARKER: DD = SURVEY DISK
 GC1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1270_STAMPING: MARY RM-2 1965
 GC1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1270+STABILITY: SURFACE MOTION
 GC1270
 GC1270  HISTORY     - Date     Condition        Report By
 GC1270  HISTORY     - 1965     MONUMENTED       TNHD
 GC1270
 GC1270                          STATION DESCRIPTION
 GC1270
 GC1270'DESCRIBED BY TN HIGHWAY DEPT 1965
 GC1270'8 MI N FROM CLARKSVILLE.
 GC1270'AT THE MARY 1965 STATION SITE, 24 FEET WEST OF THE APPROXIMATE
 GC1270'CENTER OF A GRAVELED DRIVE AND 1 FOOT EAST OF THE NORTHEAST
 GC1270'CORNER OF A BARN.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1270'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GC1270'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2536 ***********************************************************************
 GC2536  DESIGNATION -  MARYMOUNT
 GC2536  PID         -  GC2536
 GC2536  STATE/COUNTY-  TN/WILLIAMSON
 GC2536  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC2536
 GC2536                         *CURRENT SURVEY CONTROL
 GC2536  ___________________________________________________________________
 GC2536* NAD 83(1995)-  36 00 02.38846(N)    087 03 54.14782(W)     ADJUSTED  
 GC2536* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 GC2536  ___________________________________________________________________
 GC2536  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GC2536  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC2536
 GC2536  HORZ ORDER  -  THIRD
 GC2536
 GC2536.The horizontal coordinates were established by classical geodetic methods
 GC2536.and adjusted by the National Geodetic Survey in April 1999..
 GC2536
 GC2536.The orthometric height was scaled from a topographic map.
 GC2536
 GC2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2536
 GC2536.The geoid height was determined by GEOID03.
 GC2536
 GC2536;                    North         East     Units Scale Factor Converg.
 GC2536;SPC TN       -   185,511.532   503,979.220   MT  0.99995261   -0 37 24.7
 GC2536;SPC TN       -   608,632.42  1,653,471.82   sFT  0.99995261   -0 37 24.7
 GC2536;UTM  16      - 3,984,023.996   494,138.053   MT  0.99960042   -0 02 17.6
 GC2536
 GC2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2536!SPC TN       -   0.99996340  x   0.99995261  =   0.99991601
 GC2536!UTM  16      -   0.99996340  x   0.99960042  =   0.99956383
 GC2536
 GC2536|---------------------------------------------------------------------|
 GC2536| PID    Reference Object                     Distance      Geod. Az  |
 GC2536|                                                           dddmmss.s |
 GC2536| GC2540 9 26 7                               15.715 METERS 11808     |
 GC2536| CG6861 MARYMOUNT AZ MK                                    2560225.0 |
 GC2536| CG6862 MARYMOUNT RM 1                       22.431 METERS 25928     |
 GC2536|---------------------------------------------------------------------|
 GC2536
 GC2536                          SUPERSEDED SURVEY CONTROL
 GC2536
 GC2536  NAD 83(1995)-  36 00 02.39068(N)    087 03 54.15097(W) AD(       ) 3
 GC2536  NAD 83(1995)-  36 00 02.39070(N)    087 03 54.15053(W) AD(       ) 3
 GC2536  NAD 83(1986)-  36 00 02.39921(N)    087 03 54.15117(W) AD(       ) 3
 GC2536  NAD 27      -  36 00 02.17300(N)    087 03 54.13400(W) AD(       ) 3
 GC2536
 GC2536.Superseded values are not recommended for survey control.
 GC2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2536.See file dsdata.txt to determine how the superseded data were derived.
 GC2536
 GC2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9413884024(NAD 83)
 GC2536_MARKER: DS = TRIANGULATION STATION DISK
 GC2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2536
 GC2536  HISTORY     - Date     Condition        Report By
 GC2536  HISTORY     - 1953     MONUMENTED       CGS
 GC2536
 GC2536                          STATION DESCRIPTION
 GC2536
 GC2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2536'THE STATION IS ABOUT 3 MILES SOUTHWEST OF LINTON ALONG STATE HIGHWAY
 GC2536'100, ABOUT 0.1 MILE EAST OF THE ENTRANCE TO CAMP MARYMOUNT.  IT IS
 GC2536'58 FEET NORTH OF CENTER OF HIGHWAY 100 AND 19 FEET NORTH OF WHITE
 GC2536'WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 GC2536'STAMPED MARYMOUNT 1953.
 GC2536'
 GC2536'REFERENCE MARK NO. 1 IS 39 FEET NORTH OF CENTER OF HIGHWAY 100 AND 1
 GC2536'FOOT NORTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 GC2536'STAMPED MARYMOUNT NO 1 1953.
 GC2536'
 GC2536'9-26-7 (TENN GEOLOGY S) WAS USED AS A REFERENCE MARK.  THE MARK IS A
 GC2536'6 X 6 INCH CONCRETE POST WITH A BRONZE TENNESSEE DIV. OF GEOLOGY,
 GC2536'WPA STATION DISK.  IT IS 33 FEET NORTH OF HIGHWAY 100 AND 5 FEET
 GC2536'SOUTH OF THE FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 GC2536'THE DISK STAMPED 9-26-7.
 GC2536'
 GC2536'AZIMUTH MARK IS 45 FEET NORTHWEST OF CENTER OF HIGHWAY 100, 12 FEET
 GC2536'NORTHWEST OF THE FENCE LINE AND 11 FEET NORTHWEST OF A WHITE
 GC2536'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED
 GC2536'MARYMOUNT 1953.
 GC2536'
 GC2536'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE SOUTH
 GC2536'HARPETH RIVER ON STATE HIGHWAY 100, AT LINTON, GO SOUTHWEST ON
 GC2536'HIGHWAY 100 FOR 2.4 MILES TO STATION ON THE RIGHT AS DESCRIBED.
 GC2536'CONTINUE SOUTHWEST ON HIGHWAY 100 FOR 0.2 MILE TO AZIMUTH MARK ON
 GC2536'THE RIGHT AS DESCRIBED.
 GC2536'
 GC2536'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1772 ***********************************************************************
 FB1772  DESIGNATION -  MARYVILLE
 FB1772  PID         -  FB1772
 FB1772  STATE/COUNTY-  TN/BLOUNT
 FB1772  USGS QUAD   -  BLOCKHOUSE (1966)
 FB1772
 FB1772                         *CURRENT SURVEY CONTROL
 FB1772  ___________________________________________________________________
 FB1772* NAD 83(1986)-  35 44 59.     (N)    083 58 07.     (W)     SCALED    
 FB1772* NAVD 88     -       290.923  (meters)     954.47   (feet)  ADJUSTED  
 FB1772  ___________________________________________________________________
 FB1772  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FB1772  DYNAMIC HT  -         290.648 (meters)     953.57  (feet)  COMP
 FB1772  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 FB1772
 FB1772  VERT ORDER  -  FIRST     CLASS II
 FB1772
 FB1772.The horizontal coordinates were scaled from a topographic map and have
 FB1772.an estimated accuracy of +/- 6 seconds.
 FB1772
 FB1772.The orthometric height was determined by differential leveling
 FB1772.and adjusted by the National Geodetic Survey in June 1991..
 FB1772
 FB1772.The geoid height was determined by GEOID03.
 FB1772
 FB1772.The dynamic height is computed by dividing the NAVD 88
 FB1772.geopotential number by the normal gravity value computed on the
 FB1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1772.degrees latitude (g = 980.6199 gals.).
 FB1772
 FB1772.The modeled gravity was interpolated from observed gravity values.
 FB1772
 FB1772;                    North         East    Units  Estimated Accuracy
 FB1772;SPC TN       -   159,050.      783,710.      MT  (+/- 180 meters Scaled)
 FB1772
 FB1772                          SUPERSEDED SURVEY CONTROL
 FB1772
 FB1772  NGVD 29 (12/12/91)  291.050  (m)          954.89   (f) ADJUSTED    1 2
 FB1772
 FB1772.Superseded values are not recommended for survey control.
 FB1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1772.See file dsdata.txt to determine how the superseded data were derived.
 FB1772
 FB1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV315602(NAD 83)
 FB1772_MARKER: DB = BENCH MARK DISK
 FB1772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1772_SP_SET: TUNNEL
 FB1772_STAMPING: 955.106 MARYVILLE 1932
 FB1772_MARK LOGO: CGS   
 FB1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1772
 FB1772  HISTORY     - Date     Condition        Report By
 FB1772  HISTORY     - 1932     MONUMENTED       CGS
 FB1772  HISTORY     - 1950     GOOD             NGS
 FB1772  HISTORY     - 1983     GOOD             NGS
 FB1772
 FB1772                          STATION DESCRIPTION
 FB1772
 FB1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1772'AT MARYVILLE.
 FB1772'AT MARYVILLE, BLOUNT COUNTY, 1.2 MILES WEST ALONG THE SOUTHERN
 FB1772'RAILWAY FROM THE STATION, IN THE NORTHEAST CORNER OF A TUNNEL,
 FB1772'8 FEET SOUTH OF THE NORTH EDGE, AND ABOUT 4 FEET ABOVE THE GROUND.
 FB1772'A STANDARD DISK, STAMPED 955.106 MARYVILLE 1932.
 FB1772
 FB1772                          STATION RECOVERY (1983)
 FB1772
 FB1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1772'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MARYVILLE, AT
 FB1772'THE NORTHEAST CORNER OF A RAILROAD TUNNEL UNDER CATES STREET, SET
 FB1772'VERTICALLY, 2.44 METERS (8.0 FT) SOUTH OF THE NORTH EDGE OF THE
 FB1772'TUNNEL, 1.42 METERS (4.7 FT) EAST OF THE EAST RAIL.
 FB1772'THE MARK IS 1.43 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1462 ***********************************************************************
 FE1462  DESIGNATION -  MASON
 FE1462  PID         -  FE1462
 FE1462  STATE/COUNTY-  TN/SHELBY
 FE1462  USGS QUAD   -  ELLENDALE (1993)
 FE1462
 FE1462                         *CURRENT SURVEY CONTROL
 FE1462  ___________________________________________________________________
 FE1462* NAD 83(1995)-  35 08 18.06804(N)    089 52 09.94149(W)     ADJUSTED  
 FE1462* NAVD 88     -        75.207  (meters)     246.74   (feet)  ADJUSTED  
 FE1462  ___________________________________________________________________
 FE1462  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FE1462  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1462  DYNAMIC HT  -          75.139 (meters)     246.52  (feet)  COMP
 FE1462  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FE1462
 FE1462  HORZ ORDER  -  SECOND
 FE1462  VERT ORDER  -  SECOND    CLASS 0
 FE1462
 FE1462.The horizontal coordinates were established by classical geodetic methods
 FE1462.and adjusted by the National Geodetic Survey in April 1999..
 FE1462
 FE1462.The orthometric height was determined by differential leveling
 FE1462.and adjusted by the National Geodetic Survey in June 1991..
 FE1462
 FE1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1462
 FE1462.The geoid height was determined by GEOID03.
 FE1462
 FE1462.The dynamic height is computed by dividing the NAVD 88
 FE1462.geopotential number by the normal gravity value computed on the
 FE1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1462.degrees latitude (g = 980.6199 gals.).
 FE1462
 FE1462.The modeled gravity was interpolated from observed gravity values.
 FE1462
 FE1462;                    North         East     Units Scale Factor Converg.
 FE1462;SPC TN       -    96,288.147   247,446.828   MT  1.00002158   -2 15 55.1
 FE1462;SPC TN       -   315,905.36    811,831.80   sFT  1.00002158   -2 15 55.1
 FE1462;UTM  16      - 3,892,155.679   238,564.237   MT  1.00044243   -1 39 08.8
 FE1462
 FE1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1462!SPC TN       -   0.99999249  x   1.00002158  =   1.00001407
 FE1462!UTM  16      -   0.99999249  x   1.00044243  =   1.00043492
 FE1462
 FE1462|---------------------------------------------------------------------|
 FE1462| PID    Reference Object                     Distance      Geod. Az  |
 FE1462|                                                           dddmmss.s |
 FE1462| FE1463 MASON RM 1                           10.599 METERS 20343     |
 FE1462| FE1460 MASON AZ MK                                        2871859.3 |
 FE1462| FE1461 MASON RM 2                            9.296 METERS 29553     |
 FE1462|---------------------------------------------------------------------|
 FE1462
 FE1462                          SUPERSEDED SURVEY CONTROL
 FE1462
 FE1462  NAD 83(1995)-  35 08 18.07101(N)    089 52 09.93989(W) AD(       ) 2
 FE1462  NAD 83(1995)-  35 08 18.07328(N)    089 52 09.94072(W) AD(       ) 2
 FE1462  NAD 83(1986)-  35 08 18.07850(N)    089 52 09.94183(W) AD(       ) 2
 FE1462  NAD 27      -  35 08 17.75620(N)    089 52 09.63070(W) AD(       ) 2
 FE1462  NGVD 29 (??/??/??)   75.186  (m)          246.67   (f) ADJUSTED    2 0
 FE1462
 FE1462.Superseded values are not recommended for survey control.
 FE1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1462.See file dsdata.txt to determine how the superseded data were derived.
 FE1462
 FE1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3856492156(NAD 83)
 FE1462_MARKER: DE = TRAVERSE STATION DISK
 FE1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1462_STAMPING: MASON 1959
 FE1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1462+STABILITY: SURFACE MOTION
 FE1462
 FE1462  HISTORY     - Date     Condition        Report By
 FE1462  HISTORY     - 1959     MONUMENTED       CGS
 FE1462  HISTORY     - 1959     GOOD             CGS
 FE1462  HISTORY     - 1974     SEE DESCRIPTION  USE
 FE1462  HISTORY     - 1982     MARK NOT FOUND   NGS
 FE1462  HISTORY     - 1989     MARK NOT FOUND   USE
 FE1462
 FE1462                          STATION DESCRIPTION
 FE1462
 FE1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1462'THE STATION IS LOCATED ABOUT 0.2 MILE EAST OF THE EAST CITY LIMITS OF
 FE1462'MEMPHIS, 0.25 MILE SOUTHWEST OF THE WOLF RIVER AND ABOUT 0.2 MILE
 FE1462'NORTH OF THE INTERSECTION OF RICH ROAD AND YATES ROAD NEAR A
 FE1462'NORTH-SOUTH FENCE LINE.  IT IS 3 FEET WEST OF A NORTH-SOUTH FENCE
 FE1462'LINE AND 3 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 FE1462'STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FE1462'MONUMENT.  IT IS SET FLUSH AND IS STAMPED MASON 1959.
 FE1462'
 FE1462'TO REACH THE STATION FROM THE RICHLAND SCHOOL IN THE EAST PART OF
 FE1462'MEMPHIS GO EAST ON RICH ROAD FOR 0.5 MILE TO THE T-INTERSECTION
 FE1462'WITH EAST YATES ROAD.  TURN LEFT, NORTH INTO A FARMYARD, THENCE EAST
 FE1462'AND NORTH ON A TRACK ROAD FOR 0.25 MILE TO AN OPEN GATE IN AN
 FE1462'EAST-WEST FENCE LINE.  FROM THE OPEN GATE GO NORTHWEST ACROSS AN OPEN
 FE1462'FIELD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 FE1462'
 FE1462'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FE1462'OF A 12 INCH SQUARE CONCRETE MONUMENT.  IT IS 33 FEET SOUTH OF A
 FE1462'METAL WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE
 FE1462'MARK IS SET FLUSH AND IS STAMPED MASON NO 1 1959.
 FE1462'
 FE1462'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FE1462'OF A 12 INCH SQUARE CONCRETE MONUMENT.  IT IS 33 FEET WEST OF A
 FE1462'NORTH-SOUTH FENCE LINE.  THE MARK IS SET FLUSH AND IS STAMPED MASON
 FE1462'NO 2 1959.
 FE1462'
 FE1462'THE AZIMUTH MARK IS 175 FEET EAST-SOUTHEAST OF THE INTERSECTION OF
 FE1462'EAST YATES ROAD AND MASON STREET, 30 FEET WEST OF A POWER LINE
 FE1462'POLE, 24 FEET SOUTH OF THE CENTER OF MASON STREET AND 3 FEET SOUTH OF
 FE1462'THE NORTH EDGE OF A SIDEWALK.  IT IS A STANDARD AZIMUTH MARK DISK
 FE1462'CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS STAMPED MASON 1959.
 FE1462'
 FE1462'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 FE1462
 FE1462                          STATION RECOVERY (1959)
 FE1462
 FE1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1462'IN MEMPHIS.
 FE1462'TO REACH THE STATION FROM THE RICHLAND SCHOOL IN THE EAST PART
 FE1462'OF MEMPHIS GO EAST ON RICH ROAD FOR 0.5 MILE TO THE
 FE1462'T-INTERSECTION WITH EAST YATES ROAD.  TURN LEFT, NORTH INTO A
 FE1462'FARMYARD, THENCE EAST AND NORTH ON A TRACK ROAD FOR 0.25 MILE TO
 FE1462'AN OPEN GATE IN AN EAST-WEST FENCE LINE.  FROM THE OPEN GATE GO
 FE1462'NORTHWEST ACROSS AN OPEN FIELD FOR 0.1 MILE TO THE STATION.  IT
 FE1462'IS 3 FEET NORTHWEST OF A METAL WITNESS POST, 3 FEET WEST OF A
 FE1462'NORTH-SOUTH FENCE LINE.  THE MARK IS SET IN THE TOP OF A SQUARE
 FE1462'CONCRETE POST WHICH IS SET FLUSH WITH THE SURROUNDING SURFACE.
 FE1462'IT IS ABOUT 0.3 MILE EAST OF MASON AZIMUTH.
 FE1462
 FE1462                          STATION RECOVERY (1974)
 FE1462
 FE1462'RECOVERY NOTE BY US ENGINEERS 1974 (JF)
 FE1462'MASON 1959 DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 1,
 FE1462'REFERENCE MARK 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 FE1462'
 FE1462'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.2 MILE EAST OF
 FE1462'THE EAST CITY LIMITS OF MEMPHIS, TENN.
 FE1462
 FE1462                          STATION RECOVERY (1982)
 FE1462
 FE1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FE1462'MARK NOT FOUND.
 FE1462
 FE1462                          STATION RECOVERY (1989)
 FE1462
 FE1462'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2521 ***********************************************************************
 FE2521  DESIGNATION -  MASON
 FE2521  PID         -  FE2521
 FE2521  STATE/COUNTY-  TN/TIPTON
 FE2521  USGS QUAD   -  MASON (1973)
 FE2521
 FE2521                         *CURRENT SURVEY CONTROL
 FE2521  ___________________________________________________________________
 FE2521* NAD 83(1995)-  35 24 42.88199(N)    089 32 15.08835(W)     ADJUSTED  
 FE2521* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 FE2521  ___________________________________________________________________
 FE2521  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 FE2521  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2521
 FE2521  HORZ ORDER  -  THIRD
 FE2521
 FE2521.The horizontal coordinates were established by classical geodetic methods
 FE2521.and adjusted by the National Geodetic Survey in April 1999..
 FE2521
 FE2521.The orthometric height was scaled from a topographic map.
 FE2521
 FE2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2521
 FE2521.The geoid height was determined by GEOID03.
 FE2521
 FE2521;                    North         East     Units Scale Factor Converg.
 FE2521;SPC TN       -   125,474.066   278,770.394   MT  0.99997538   -2 04 15.6
 FE2521;SPC TN       -   411,659.50    914,599.20   sFT  0.99997538   -2 04 15.6
 FE2521;UTM  16      - 3,921,681.701   269,588.103   MT  1.00025430   -1 28 15.7
 FE2521
 FE2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2521!SPC TN       -   0.99998907  x   0.99997538  =   0.99996446
 FE2521!UTM  16      -   0.99998907  x   1.00025430  =   1.00024337
 FE2521
 FE2521|---------------------------------------------------------------------|
 FE2521| PID    Reference Object                     Distance      Geod. Az  |
 FE2521|                                                           dddmmss.s |
 FE2521| CG4505 MASON RM 1                           27.305 METERS 08836     |
 FE2521| FE2520 MASON MUNICIPAL TANK                320.496 METERS 09419     |
 FE2521| CG4504 MASON AZ MK                                        1584422.5 |
 FE2521| CG4506 MASON RM 2                           25.124 METERS 32530     |
 FE2521|---------------------------------------------------------------------|
 FE2521
 FE2521                          SUPERSEDED SURVEY CONTROL
 FE2521
 FE2521  NAD 83(1995)-  35 24 42.88715(N)    089 32 15.08889(W) AD(       ) 3
 FE2521  NAD 83(1986)-  35 24 42.89391(N)    089 32 15.08902(W) AD(       ) 3
 FE2521  NAD 27      -  35 24 42.59560(N)    089 32 14.81660(W) AD(       ) 3
 FE2521
 FE2521.Superseded values are not recommended for survey control.
 FE2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2521.See file dsdata.txt to determine how the superseded data were derived.
 FE2521
 FE2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6958821682(NAD 83)
 FE2521_MARKER: DS = TRIANGULATION STATION DISK
 FE2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2521
 FE2521  HISTORY     - Date     Condition        Report By
 FE2521  HISTORY     - 1958     MONUMENTED       CGS
 FE2521
 FE2521                          STATION DESCRIPTION
 FE2521
 FE2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2521'THE STATION IS LOCATED IN THE WEST PART OF MASON ON THE MASON GRAMMAR
 FE2521'SCHOOL GROUNDS.  IT IS 102 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 FE2521'HIGHWAY 70 AND 79 AND STATE HIGHWAY 59, 40 FEET SOUTHWEST OF THE
 FE2521'SOUTHWEST CORNER OF THE MASON GRAMMAR SCHOOL, 30 FEET
 FE2521'NORTHEAST OF A HEDGE ROW AND 79 FEET SOUTHEAST OF A WHITE WITNESS
 FE2521'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MASON 1957.
 FE2521'
 FE2521'TO REACH THE STATION FROM THE T JUNCTION OF U.S. HIGHWAY 70 AND 79
 FE2521'AND STATE HIGHWAY 59 IN MASON, GO SOUTHWEST ON HIGHWAY 70, 79
 FE2521'AND 59 FOR 0.15 MILE TO THE MASON GRAMMAR SCHOOL AND THE STATION ON
 FE2521'THE RIGHT, NORTHWEST, SIDE OF THE ROAD.
 FE2521'
 FE2521'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON HIGHWAY
 FE2521'70, 79 AND 59 FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 FE2521'SOUTHEAST ON GRAVELED ROAD FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND
 FE2521'GO SOUTHWEST ON A PAVED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 FE2521'RIGHT, NORTHWEST, SIDE OF THE ROAD.
 FE2521'
 FE2521'REFERENCE MARK 1 IS 60 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 FE2521'HIGHWAY 70 AND 79 AND STATE HIGHWAY 59, 46 FEET WEST OF A POWERLINE
 FE2521'POLE AND 43 FEET SOUTHEAST OF THE SOUTHEAST ENTRANCE TO THE MASON
 FE2521'GRAMMAR SCHOOL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MASON
 FE2521'NO 1 1957.
 FE2521'
 FE2521'REFERENCE MARK 2 IS 58 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 FE2521'MASON GRAMMAR SCHOOL, 13 FEET NORTHEAST OF A WIRE FENCE AND 10
 FE2521'FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 FE2521'DISK IS STAMPED MASON NO 2 1957.
 FE2521'
 FE2521'THE AZIMUTH MARK IS 107 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FE2521'HOUSE, 12 FEET NORTHWEST OF THE CENTERLINE OF A PAVED ROAD, 5 FEET
 FE2521'SOUTHWEST OF A WHITE WITNESS POST AND IN A FENCE LINE.  THE MONUMENT
 FE2521'IS FLUSH AND THE DISK IS STAMPED MASON 1957.
 FE2521'
 FE2521'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1630 ***********************************************************************
 GD1630  DESIGNATION -  MASON
 GD1630  PID         -  GD1630
 GD1630  STATE/COUNTY-  TN/GIBSON
 GD1630  USGS QUAD   -  KENTON (1981)
 GD1630
 GD1630                         *CURRENT SURVEY CONTROL
 GD1630  ___________________________________________________________________
 GD1630* NAD 83(1995)-  36 10 39.64989(N)    089 06 25.03694(W)     ADJUSTED  
 GD1630* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 GD1630  ___________________________________________________________________
 GD1630  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GD1630  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1630
 GD1630  HORZ ORDER  -  THIRD
 GD1630
 GD1630.The horizontal coordinates were established by classical geodetic methods
 GD1630.and adjusted by the National Geodetic Survey in April 1999..
 GD1630
 GD1630.The orthometric height was scaled from a topographic map.
 GD1630
 GD1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1630
 GD1630.The geoid height was determined by GEOID03.
 GD1630
 GD1630;                    North         East     Units Scale Factor Converg.
 GD1630;SPC TN       -   209,066.287   320,551.607   MT  0.99996633   -1 49 08.2
 GD1630;SPC TN       -   685,911.64  1,051,676.40   sFT  0.99996633   -1 49 08.2
 GD1630;UTM  16      - 4,005,713.180   310,519.007   MT  1.00004239   -1 14 38.7
 GD1630
 GD1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1630!SPC TN       -   0.99998653  x   0.99996633  =   0.99995286
 GD1630!UTM  16      -   0.99998653  x   1.00004239  =   1.00002892
 GD1630
 GD1630|---------------------------------------------------------------------|
 GD1630| PID    Reference Object                     Distance      Geod. Az  |
 GD1630|                                                           dddmmss.s |
 GD1630| FE1463 MASON RM 1                           11.472 METERS 10351     |
 GD1630| GD1635 POTATOE                             APPROX.12.8 KM 2581950.2 |
 GD1630| FE1461 MASON RM 2                           10.918 METERS 29144     |
 GD1630| FE1460 MASON AZ MK                                        3045448.3 |
 GD1630|---------------------------------------------------------------------|
 GD1630
 GD1630                          SUPERSEDED SURVEY CONTROL
 GD1630
 GD1630  NAD 83(1995)-  36 10 39.65257(N)    089 06 25.03767(W) AD(       ) 3
 GD1630  NAD 83(1995)-  36 10 39.65312(N)    089 06 25.03767(W) AD(       ) 3
 GD1630  NAD 83(1986)-  36 10 39.66152(N)    089 06 25.03602(W) AD(       ) 3
 GD1630  NAD 27      -  36 10 39.41660(N)    089 06 24.79660(W) AD(       ) 3
 GD1630
 GD1630.Superseded values are not recommended for survey control.
 GD1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1630.See file dsdata.txt to determine how the superseded data were derived.
 GD1630
 GD1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF1051905713(NAD 83)
 GD1630_MARKER: DS = TRIANGULATION STATION DISK
 GD1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1630
 GD1630  HISTORY     - Date     Condition        Report By
 GD1630  HISTORY     - 1959     MONUMENTED       CGS
 GD1630  HISTORY     - 1967     GOOD             CGS
 GD1630
 GD1630                          STATION DESCRIPTION
 GD1630
 GD1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1630'THE STATION IS ABOUT 5 MILES SOUTHWEST OF KENTON AND ABOUT 6 MILES
 GD1630'SOUTHEAST OF TRIMBLE ON LAND OWNED BY A. F. SMITH, PERMISSION
 GD1630'GRANTED. IT IS 23 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP ROAD, 3
 GD1630'FEET SOUTH OF A WIRE FENCE, 72 FEET WEST OF A POWER POLE, 379 FEET
 GD1630'EAST OF THE INTERSECTION OF A CROSSROADS AND 80 FEET SOUTH OF THE
 GD1630'SOUTHWEST CORNER OF A FRAME HOUSE.  THE MONUMENT IS FLUSH AND
 GD1630'THE DISK IS STAMPED MASON 1959.
 GD1630'
 GD1630'TO REACH FROM THE POST OFFICE IN YORKVILLE, GO EAST ON STATE HIGHWAY
 GD1630'77 FOR 0.1 MILE TO A CROSSROADS.  TURN LEFT, GO NORTH ON BLACKTOP
 GD1630'ROAD FOR 0.6 MILE TO A T-ROAD RIGHT AND END OF BLACKTOP ROAD.
 GD1630'CONTINUE AHEAD NORTH ON GRAVEL ROAD FOR 0.8 MILE TO A CROSSROADS.
 GD1630'CONTINUE AHEAD NORTH FOR 2.2 MILES TO A PAVED CROSSROADS.
 GD1630'CONTINUE AHEAD NORTH ACROSS SMALL BRIDGE FOR 1.7 MILES TO A PAVED
 GD1630'CROSSROADS.  TURN RIGHT, GO EAST FOR 0.1 MILE TO THE STATION ON THE
 GD1630'RIGHT AS DESCRIBED.
 GD1630'
 GD1630'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE BLACKTOP
 GD1630'ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GD1630'
 GD1630'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE, 21 FEET SOUTH OF
 GD1630'THE CENTERLINE OF A BLACKTOP ROAD AND 34 FEET WEST OF A POWER POLE.
 GD1630'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MASON NO 1 1959.
 GD1630'
 GD1630'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP
 GD1630'ROAD, 1 FOOT SOUTH OF A WIRE FENCE AND 107 FEET WEST OF A POWER
 GD1630'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MASON NO 2 1959.
 GD1630'
 GD1630'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP
 GD1630'ROAD, 6 FEET SOUTH OF A WIRE FENCE AND 2 FEET SOUTH OF A WITNESS
 GD1630'POST. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MASON 1959.
 GD1630'
 GD1630'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1630
 GD1630                          STATION RECOVERY (1967)
 GD1630
 GD1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1630'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1630'DUE TO CHANGES IN THE ROADS THE ORIGINAL TO-REACH IS NO LONGER
 GD1630'COMPLETELY ADEQUATE.
 GD1630'
 GD1630'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1630'
 GD1630'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF TRIMBLE AND ABOUT
 GD1630'5 MILES SOUTHWEST OF KENTON ON THE PROPERTY OF MR. A. F. SMITH.
 GD1630'
 GD1630'TO REACH THE STATION FROM THE POST OFFICE IN YORKVILLE, GO EAST ON
 GD1630'STATE ROUTE 77 FOR 0.1 MILE TO A CROSSROAD.  HERE TURN LEFT AND GO
 GD1630'NORTH ON A BLACKTOP ROAD FOR 0.6 MILE TO A T ROAD RIGHT, CONTINUE
 GD1630'NORTHERLY ON THE BLACKTOP ROAD FOR 3.0 MILES TO THE INTERSECTION
 GD1630'WITH STATE ROUTE 105.  HERE CONTINUE STRAIGHT AHEAD ON THE BLACKTOP
 GD1630'ROAD NORTH FOR 1.7 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON
 GD1630'A BLACKTOP ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 GD1630'DESCRIBED.
 GD1630'
 GD1630'THE STATION IS 80 FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME
 GD1630'HOUSE, 72 FEET WEST OF A POWERLINE POLE, 23 FEET SOUTH OF THE
 GD1630'APPROXIMATE CENTER OF THE BLACKTOP ROAD, 4 FEET SOUTH OF A METAL
 GD1630'WITNESS POST AND SIGN, AND 3 FEET SOUTH OF A WIRE FENCE.  IT IS
 GD1630'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GD1630'MONUMENT AND THE DISK IS STAMPED MASON 1959.
 GD1630'
 GD1630'REFERENCE MARK NO. 1 IS 34 FEET WEST OF A POWERLINE POLE, 21 FEET
 GD1630'SOUTH OF THE APPROXIMATE CENTER OF THE BLACKTOP ROAD AND 1 FOOT
 GD1630'SOUTH OF A WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1630'12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE SURFACE
 GD1630'OF THE GROUND AND THE DISK IS STAMPED MASON NO 1 1959.
 GD1630'
 GD1630'REFERENCE MARK NO. 2 IS 107 FEET WEST OF A POWERLINE POLE, 24 FEET
 GD1630'SOUTH OF THE APPROXIMATE CENTER OF THE BLACKTOP ROAD AND 1 FOOT
 GD1630'SOUTH OF A WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1630'12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE SURFACE
 GD1630'OF THE GROUND AND THE DISK IS STAMPED MASON NO 2
 GD1630'1959.
 GD1630'
 GD1630'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1630'REFERENCE MARK NO. 2 IS 73.30 FEET - 22.341 METERS.
 GD1630'
 GD1630'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GD1630'BLACKTOP ROAD, 6 FEET SOUTH OF A WIRE FENCE, AND 2.5 FEET WEST OF A
 GD1630'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1630'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH
 GD1630'AND THE DISK IS STAMPED MASON 1959.
 GD1630'
 GD1630'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A BLACKTOP
 GD1630'ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GD1630'
 GD1630'NOTE - THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2095 ***********************************************************************
 FE2095  DESIGNATION -  MASON AZ MK RESET
 FE2095  PID         -  FE2095
 FE2095  STATE/COUNTY-  TN/SHELBY
 FE2095  USGS QUAD   -  ELLENDALE (1993)
 FE2095
 FE2095                         *CURRENT SURVEY CONTROL
 FE2095  ___________________________________________________________________
 FE2095* NAD 83(1986)-  35 08 17.     (N)    089 52 09.     (W)     SCALED    
 FE2095* NAVD 88     -        76.99   (meters)     252.6    (feet)  RESET     
 FE2095  ___________________________________________________________________
 FE2095  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE2095
 FE2095  VERT ORDER  -  THIRD
 FE2095
 FE2095.The horizontal coordinates were scaled from a topographic map and have
 FE2095.an estimated accuracy of +/- 6 seconds.
 FE2095
 FE2095.The orthometric height was computed from unverified reset data.
 FE2095.No vertical observational check was made to the station.
 FE2095
 FE2095.The geoid height was determined by GEOID03.
 FE2095
 FE2095;                    North         East    Units  Estimated Accuracy
 FE2095;SPC TN       -    96,250.      247,470.      MT  (+/- 180 meters Scaled)
 FE2095
 FE2095                          SUPERSEDED SURVEY CONTROL
 FE2095
 FE2095  NGVD 29 (10/12/01)   76.96   (m)          252.5    (f) RESET       3  
 FE2095
 FE2095.Superseded values are not recommended for survey control.
 FE2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2095.See file dsdata.txt to determine how the superseded data were derived.
 FE2095
 FE2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD385921(NAD 83)
 FE2095_MARKER: DZ = AZIMUTH MARK DISK
 FE2095_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2095_SP_SET: GUTTER
 FE2095_STAMPING: MASON RESET 1982
 FE2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2095
 FE2095  HISTORY     - Date     Condition        Report By
 FE2095  HISTORY     - 1982     MONUMENTED       NGS
 FE2095
 FE2095                          STATION DESCRIPTION
 FE2095
 FE2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FE2095'IN MEMPHIS.
 FE2095'IN MEMPHIS, 47.2 METERS (155.0 FT) EAST OF CENTERLINE OF YATES ROAD,
 FE2095'6.1 METERS (20.0 FT) SOUTH OF THE CENTERLINE OF MASON STREET,
 FE2095'0.3 METER (1.0 FT) EAST OF THE EAST EDGE OF METAL GRATING OF A
 FE2095'STORM DRAIN, AND 3.4 METERS (11.0 FT) NORTH OF A FENCE CORNER,
 FE2095'IN TOP OF THE SOUTH CONCRETE GUTTER OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2520 ***********************************************************************
 FE2520  DESIGNATION -  MASON MUNICIPAL TANK
 FE2520  PID         -  FE2520
 FE2520  STATE/COUNTY-  TN/TIPTON
 FE2520  USGS QUAD   -  MASON (1973)
 FE2520
 FE2520                         *CURRENT SURVEY CONTROL
 FE2520  ___________________________________________________________________
 FE2520* NAD 83(1995)-  35 24 42.09779(N)    089 32 02.42160(W)     ADJUSTED  
 FE2520* NAVD 88     -                                                        
 FE2520  ___________________________________________________________________
 FE2520  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FE2520  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2520
 FE2520  HORZ ORDER  -  THIRD
 FE2520
 FE2520.The horizontal coordinates were established by classical geodetic methods
 FE2520.and adjusted by the National Geodetic Survey in April 1999..
 FE2520
 FE2520
 FE2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2520
 FE2520.The geoid height was determined by GEOID03.
 FE2520
 FE2520;                    North         East     Units Scale Factor Converg.
 FE2520;SPC TN       -   125,438.371   279,088.889   MT  0.99997540   -2 04 08.2
 FE2520;SPC TN       -   411,542.39    915,644.13   sFT  0.99997540   -2 04 08.2
 FE2520;UTM  16      - 3,921,649.334   269,907.042   MT  1.00025249   -1 28 08.3
 FE2520
 FE2520                          SUPERSEDED SURVEY CONTROL
 FE2520
 FE2520  NAD 83(1995)-  35 24 42.10296(N)    089 32 02.42229(W) AD(       ) 4
 FE2520  NAD 83(1986)-  35 24 42.10972(N)    089 32 02.42222(W) AD(       ) 4
 FE2520  NAD 27      -  35 24 41.81200(N)    089 32 02.15000(W) AD(       ) 3
 FE2520
 FE2520.Superseded values are not recommended for survey control.
 FE2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2520.See file dsdata.txt to determine how the superseded data were derived.
 FE2520
 FE2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE6990721649(NAD 83)
 FE2520_MARKER: 53 = ELEVATED TANK
 FE2520
 FE2520  HISTORY     - Date     Condition        Report By
 FE2520  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2520  HISTORY     - 1958     GOOD             CGS
 FE2520
 FE2520                          STATION DESCRIPTION
 FE2520
 FE2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2520'THE STATION IS THE SILVER BALL ATOP THE MASON, MUNICIPAL WATER TANK.
 FE2520'THE TANK IS PAINTED SILVER WITH THE LEGEND MASON PAINTED IN BLACK
 FE2520'LETTERS ON THE NORTH SIDE. IT IS A 4 LEGGED STEEL STRUCTURE WITH AN
 FE2520'OVERALL HEIGHT OF 120 FEET.
 FE2520'
 FE2520'IT IS LOCATED NEAR THE CENTER OF MASON.
 FE2520
 FE2520                          STATION RECOVERY (1958)
 FE2520
 FE2520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE2520'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION WHICH
 FE2520'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1412 ***********************************************************************
 FD1412  DESIGNATION -  MASON RESET
 FD1412  PID         -  FD1412
 FD1412  STATE/COUNTY-  TN/WILSON
 FD1412  USGS QUAD   -  LASCASSAS (1975)
 FD1412
 FD1412                         *CURRENT SURVEY CONTROL
 FD1412  ___________________________________________________________________
 FD1412* NAD 83(1995)-  35 59 16.95134(N)    086 19 22.15464(W)     ADJUSTED  
 FD1412* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 FD1412  ___________________________________________________________________
 FD1412  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FD1412  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FD1412
 FD1412  HORZ ORDER  -  SECOND
 FD1412
 FD1412.The horizontal coordinates were established by classical geodetic methods
 FD1412.and adjusted by the National Geodetic Survey in April 1999..
 FD1412
 FD1412.The orthometric height was scaled from a topographic map.
 FD1412
 FD1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1412
 FD1412.The geoid height was determined by GEOID03.
 FD1412
 FD1412;                    North         East     Units Scale Factor Converg.
 FD1412;SPC TN       -   183,636.674   570,890.349   MT  0.99995200   -0 11 20.4
 FD1412;SPC TN       -   602,481.32  1,872,996.09   sFT  0.99995200   -0 11 20.4
 FD1412;UTM  16      - 3,982,834.118   561,042.214   MT  0.99964591   +0 23 52.6
 FD1412
 FD1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1412!SPC TN       -   0.99995965  x   0.99995200  =   0.99991165
 FD1412!UTM  16      -   0.99995965  x   0.99964591  =   0.99960557
 FD1412
 FD1412:                Primary Azimuth Mark                     Grid Az
 FD1412:SPC TN       -  MASON AZ MK RESET                        008 45 38.5
 FD1412:UTM  16      -  MASON AZ MK RESET                        008 10 25.5
 FD1412
 FD1412|---------------------------------------------------------------------|
 FD1412| PID    Reference Object                     Distance      Geod. Az  |
 FD1412|                                                           dddmmss.s |
 FD1412| CG6863 MASON AZ MK RESET                                  0083418.1 |
 FD1412| CG6867 MASON RM 4                           22.960 METERS 00924     |
 FD1412| CG6865 MASON RM 2                           22.976 METERS 00924     |
 FD1412| GC2150 JENNINGS                            APPROX.20.3 KM 0283959.9 |
 FD1412| CG6866 MASON RM 3                           33.690 METERS 07502     |
 FD1412| CG6864 MASON RM 1                           33.659 METERS 07502     |
 FD1412|---------------------------------------------------------------------|
 FD1412
 FD1412                          SUPERSEDED SURVEY CONTROL
 FD1412
 FD1412  NAD 83(1995)-  35 59 16.95713(N)    086 19 22.15808(W) AD(       ) 2
 FD1412  NAD 83(1986)-  35 59 16.96285(N)    086 19 22.15574(W) AD(       ) 2
 FD1412  NAD 27      -  35 59 16.73900(N)    086 19 22.19000(W) AD(       ) 2
 FD1412
 FD1412.Superseded values are not recommended for survey control.
 FD1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1412.See file dsdata.txt to determine how the superseded data were derived.
 FD1412
 FD1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6104282834(NAD 83)
 FD1412_MARKER: DS = TRIANGULATION STATION DISK
 FD1412_SETTING: 80 = SET IN A BOULDER
 FD1412_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FD1412
 FD1412  HISTORY     - Date     Condition        Report By
 FD1412  HISTORY     - 1934     MONUMENTED       CGS
 FD1412  HISTORY     - 1950     MARK NOT FOUND   TNHD
 FD1412  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FD1412
 FD1412                          STATION DESCRIPTION
 FD1412
 FD1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1412'ABOUT 4 MILES NORTHEAST OF WALTER HILL, 10.5 MILES NORTH-NORTHEAST OF
 FD1412'MURFREESBORO, AND
 FD1412'ON HIGHEST POINT OF SMALL FLAT-TOPPED WOODED RIDGE
 FD1412'KNOWN LOCALLY AS MASONS KNOB.  TO
 FD1412'REACH FROM WALTER HILL SCHOOL
 FD1412'(ABOUT 8 MILES NORTH-NORTHWEST OF MURFREESBORO), GO
 FD1412'NORTH 0.65 MILE
 FD1412'ON STATE ROUTE 10, TURN RIGHT ONTO GRAVEL ROAD, PROCEED STRAIGHT
 FD1412'AHEAD ON COUNTY
 FD1412'ROAD 3.25 MILES, TAKE LEFT FORK AT WHITE CHURCH ON
 FD1412'RIGHT, CONTINUE 0.35 MILE AND TURN
 FD1412'LEFT ALONG CREEK, PROCEED 0.7 (0.4
 FD1412'MILE PAST HOME OF P J HALL) TO TRIANGLE-BLAZED TREE
 FD1412'IN FENCE CORNER
 FD1412'(END OF TRUCK TRAVEL).  FROM HERE GO ABOUT 300 YARDS LEFT (WEST)
 FD1412'UPHILL TO TOP AND
 FD1412'STATION SITE.  STATION IS ABOUT 75 YARDS SOUTH OF
 FD1412'EDGE OF SUMMIT, 30.5 FEET EAST OF
 FD1412'9-INCH HACKBERRY TREE, 12.4 FEET
 FD1412'EAST-NORTHEAST OF 8-INCH HACKBERRY TREE WITH
 FD1412'TRIANGULAR BLAZES, AND
 FD1412'18.9 FEET SOUTHEAST OF 12-INCH HACKBERRY TREE.  SURFACE MARK IS
 FD1412'STANDARD
 FD1412'DISK STATION MARK IN BOULDER.  REFERENCE AND AZIMUTH
 FD1412'MARKS ARE STANDARD
 FD1412'REFERENCE DISKS IN OUTCROPPING BEDROCK.
 FD1412'NO 1 IS ALONG RIDGE, 14 FEET
 FD1412'SOUTHWEST OF 18-INCH GUM TREE, AND
 FD1412'110.43 FEET FROM STATION N 75 DEG 02 MIN E.
 FD1412'NO 2 IS ALONG
 FD1412'DOWNWARD SLOPE, 9 FEET NORTHEAST OF 9-INCH LEANING HACKBERRY
 FD1412'TREE, AND 75.38
 FD1412'FEET FROM STATION N 09 DEG 24 MIN E.  AZIMUTH MARK
 FD1412'IS IN CULTIVATED FIELD, 10
 FD1412'FEET FROM EDGE OF WOODS, AND ABOUT 125
 FD1412'YARDS FROM STATION 188 DEG 34 MIN
 FD1412'21 SEC.
 FD1412
 FD1412                          STATION RECOVERY (1950)
 FD1412
 FD1412'RECOVERY NOTE BY TN HIGHWAY DEPT 1950 (WHW)
 FD1412'STATION AND REFERENCE MARKS MISSING.  LANDOWNER STATES THAT THESE
 FD1412'MARKS WERE REMOVED
 FD1412'BY ARMY PERSONNEL WHILE STATIONED HERE ON
 FD1412'MANEUVERS DURING 1940-1945.
 FD1412
 FD1412                          STATION RECOVERY (1960)
 FD1412
 FD1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1412'THE STATION WAS RECOVERED, THE BOULDER IN WHICH THE SURFACE MARK WAS
 FD1412'SET WAS BROKEN AND THE
 FD1412'DISK WAS NOT FOUND, HOWEVER THE UNDERGROUND MARK WAS
 FD1412'FOUND IN GOOD CONDITION.
 FD1412'REFERENCE MARKS NO 1, 2 AND THE AZIMUTH
 FD1412'MARK DISKS WERE NOT FOUND, HOWEVER THE DRILL
 FD1412'HOLES WERE CLEARLY
 FD1412'VISABLE UPON INVESTIGATION OF THE AREA.  A NEW SURFACE STATION
 FD1412'MARK WAS
 FD1412'ESTABLISHED DIRECTLY OVER THE UNDERGROUND MARK.  REFERENCE MARKS
 FD1412'NO 3, 4 AND THE
 FD1412'AZIMUTH MARK WERE RESET IN THE OLD DRILL HOLES.
 FD1412'
 FD1412'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1412'
 FD1412'THE STATION IS LOCATED ABOUT 10.5 MILES NORTHEAST OF MURFREESBORO AND
 FD1412'ABOUT 4 MILES NORTHEAST OF
 FD1412'WATER HILL ON THE NORTHEAST SLOPE OF THE HILL,
 FD1412'LOCALLY KNOWN AS MASONS KNOB, ABOUT
 FD1412'100 FEET FROM THE SUMMIT.
 FD1412'
 FD1412'TO REACH THE STATION FROM THE WATER HILL SCHOOL, WHICH IS ABOUT 8
 FD1412'MILES NORTH OF
 FD1412'MURFREESBORO, GO NORTH ON U S HIGHWAY 231 FOR 0.65 MILE TO A SIDE
 FD1412'ROAD ON THE RIGHT,
 FD1412'TURN RIGHT, EAST, ON AN OILED ROAD AND GO 3.6
 FD1412'MILES TO A SIDE ROAD ON THE LEFT AT A
 FD1412'CREEK, TURN LEFT, NORTH, UP THE
 FD1412'CREEK AND FOLLOW THE ROAD FOR 0.7 MILE TO A HOUSE ON THE
 FD1412'RIGHT AND A BARN
 FD1412'ON THE LEFT, CONTINUE NORTH, PASSING BETWEEN THE HOUSE AND BARN,
 FD1412'FOR 0.2 MILE TO A SMALL
 FD1412'STOCK POND, FROM HERE PACK NORTHWEST, TOWARD
 FD1412'THE CENTER OF THE WOODED KNOLL, TO THE
 FD1412'SUMMIT AND THE STATION.
 FD1412'
 FD1412'THE STATION IS 17 FEET SOUTH OF A 12-INCH TRIANGLE BLAZED TREE AND
 FD1412'10.1 FEET NORTHEAST OF A
 FD1412'WITNESS SIGN.  IT IS A STANDARD DISK CEMENTED IN A
 FD1412'DRILL HOLE IN A BURIED BOULDER,
 FD1412'FLUSH, AND STAMPED MASON 1934 1960.
 FD1412'
 FD1412'REFERENCE MARK NO 3 IS 9 FEET SOUTHEAST OF A 6-INCH TRIANGLE BLAZED
 FD1412'TREE AND 1 FOOT SOUTHEAST
 FD1412'OF A 1 FOOT CAIRN.  IT IS A STANDARD DISK CEMENTED IN
 FD1412'A DRILL HOLE IN OUTCROPPING
 FD1412'BEDROCK, FLUSH, AND STAMPED MASON NO 3
 FD1412'1934 1960.
 FD1412'
 FD1412'REFERENCE MARK NO 4 IS 9 FEET NORTHEAST OF A 12-INCH LEANING TREE.
 FD1412'IT IS A STANDARD DISK
 FD1412'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH,
 FD1412'AND STAMPED MASON NO 4 1934
 FD1412'1960.
 FD1412'
 FD1412'THE AZIMUTH MARK IS 15.2 FEET SOUTHWEST OF A WITNESS SIGN AND 10 FEET
 FD1412'SOUTH OF THE SOUTH EDGE OF
 FD1412'THE TIMBER.  IT IS A STANDARD DISK CEMENTED IN A
 FD1412'DRILL HOLE IN OUTCROPPING BEDROCK,
 FD1412'FLUSH, AND STAMPED MASON 1934
 FD1412'1960.
 FD1412'
 FD1412'THE AZIMUTH MARK IS ABOUT 300 FEET NORTH OF THE STATION.
 FD1412'
 FD1412'OLD OBSERVED DIRECTIONS BEFORE DISK WERE REMOVED BY UNKNOWN SOURCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1463 ***********************************************************************
 FE1463  DESIGNATION -  MASON RM 1
 FE1463  PID         -  FE1463
 FE1463  STATE/COUNTY-  TN/SHELBY
 FE1463  USGS QUAD   -  ELLENDALE (1993)
 FE1463
 FE1463                         *CURRENT SURVEY CONTROL
 FE1463  ___________________________________________________________________
 FE1463* NAD 83(1986)-  35 08 16.     (N)    089 52 09.     (W)     SCALED    
 FE1463* NAVD 88     -        75.475  (meters)     247.62   (feet)  ADJUSTED  
 FE1463  ___________________________________________________________________
 FE1463  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1463  DYNAMIC HT  -          75.406 (meters)     247.39  (feet)  COMP
 FE1463  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FE1463
 FE1463  VERT ORDER  -  SECOND    CLASS 0
 FE1463
 FE1463.The horizontal coordinates were scaled from a topographic map and have
 FE1463.an estimated accuracy of +/- 6 seconds.
 FE1463
 FE1463.The orthometric height was determined by differential leveling
 FE1463.and adjusted by the National Geodetic Survey in June 1991..
 FE1463
 FE1463.The geoid height was determined by GEOID03.
 FE1463
 FE1463.The dynamic height is computed by dividing the NAVD 88
 FE1463.geopotential number by the normal gravity value computed on the
 FE1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1463.degrees latitude (g = 980.6199 gals.).
 FE1463
 FE1463.The modeled gravity was interpolated from observed gravity values.
 FE1463
 FE1463;                    North         East    Units  Estimated Accuracy
 FE1463;SPC TN       -    96,220.      247,470.      MT  (+/- 180 meters Scaled)
 FE1463
 FE1463                          SUPERSEDED SURVEY CONTROL
 FE1463
 FE1463  NGVD 29 (??/??/??)   75.453  (m)          247.55   (f) ADJUSTED    2 0
 FE1463
 FE1463.Superseded values are not recommended for survey control.
 FE1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1463.See file dsdata.txt to determine how the superseded data were derived.
 FE1463
 FE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD385920(NAD 83)
 FE1463_MARKER: DR = REFERENCE MARK DISK
 FE1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1463_STAMPING: MASON NO 1 1959
 FE1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1463+STABILITY: SURFACE MOTION
 FE1463
 FE1463  HISTORY     - Date     Condition        Report By
 FE1463  HISTORY     - 1959     MONUMENTED       CGS
 FE1463  HISTORY     - 1959     GOOD             CGS
 FE1463  HISTORY     - 1982     MARK NOT FOUND   NGS
 FE1463
 FE1463                          STATION DESCRIPTION
 FE1463
 FE1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1463'IN MEMPHIS.
 FE1463'THE MARK IS LOCATED AT THE MASON 1959 STATION SITE, SET IN THE
 FE1463'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FE1463'SURROUNDING SURFACE.  IT IS 34.7 FEET SOUTH-SOUTHWEST OF THE
 FE1463'STATION MARK, 33 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT
 FE1463'WEST OF A NORTH-SOUTH FENCE LINE.
 FE1463
 FE1463                          STATION RECOVERY (1982)
 FE1463
 FE1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FE1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1461 ***********************************************************************
 FE1461  DESIGNATION -  MASON RM 2
 FE1461  PID         -  FE1461
 FE1461  STATE/COUNTY-  TN/SHELBY
 FE1461  USGS QUAD   -  ELLENDALE (1993)
 FE1461
 FE1461                         *CURRENT SURVEY CONTROL
 FE1461  ___________________________________________________________________
 FE1461* NAD 83(1986)-  35 08 17.     (N)    089 52 09.     (W)     SCALED    
 FE1461* NAVD 88     -        75.311  (meters)     247.08   (feet)  ADJUSTED  
 FE1461  ___________________________________________________________________
 FE1461  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1461  DYNAMIC HT  -          75.242 (meters)     246.86  (feet)  COMP
 FE1461  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 FE1461
 FE1461  VERT ORDER  -  SECOND    CLASS 0
 FE1461
 FE1461.The horizontal coordinates were scaled from a topographic map and have
 FE1461.an estimated accuracy of +/- 6 seconds.
 FE1461
 FE1461.The orthometric height was determined by differential leveling
 FE1461.and adjusted by the National Geodetic Survey in June 1991..
 FE1461
 FE1461.The geoid height was determined by GEOID03.
 FE1461
 FE1461.The dynamic height is computed by dividing the NAVD 88
 FE1461.geopotential number by the normal gravity value computed on the
 FE1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1461.degrees latitude (g = 980.6199 gals.).
 FE1461
 FE1461.The modeled gravity was interpolated from observed gravity values.
 FE1461
 FE1461;                    North         East    Units  Estimated Accuracy
 FE1461;SPC TN       -    96,250.      247,470.      MT  (+/- 180 meters Scaled)
 FE1461
 FE1461                          SUPERSEDED SURVEY CONTROL
 FE1461
 FE1461  NGVD 29 (??/??/??)   75.289  (m)          247.01   (f) ADJUSTED    2 0
 FE1461
 FE1461.Superseded values are not recommended for survey control.
 FE1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1461.See file dsdata.txt to determine how the superseded data were derived.
 FE1461
 FE1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD385921(NAD 83)
 FE1461_MARKER: DR = REFERENCE MARK DISK
 FE1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1461_STAMPING: MASON NO 2 1959
 FE1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1461+STABILITY: SURFACE MOTION
 FE1461
 FE1461  HISTORY     - Date     Condition        Report By
 FE1461  HISTORY     - 1959     MONUMENTED       CGS
 FE1461  HISTORY     - 1959     GOOD             CGS
 FE1461  HISTORY     - 1982     MARK NOT FOUND   NGS
 FE1461
 FE1461                          STATION DESCRIPTION
 FE1461
 FE1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1461'IN MEMPHIS.
 FE1461'THE MARK IS LOCATED AT THE MASON 1959 STATION SITE, SET IN THE
 FE1461'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FE1461'SURROUNDING SURFACE.  IT IS 33 FEET WEST OF A NORTH-SOUTH FENCE
 FE1461'LINE, 30.5 FEET WEST-NORTHWEST OF THE STATION MARK.
 FE1461
 FE1461                          STATION RECOVERY (1982)
 FE1461
 FE1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FE1461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1485 ***********************************************************************
 FD1485  DESIGNATION -  MATCH
 FD1485  PID         -  FD1485
 FD1485  STATE/COUNTY-  TN/MAURY
 FD1485  USGS QUAD   -  CARTERS CREEK (1982)
 FD1485
 FD1485                         *CURRENT SURVEY CONTROL
 FD1485  ___________________________________________________________________
 FD1485* NAD 83(1995)-  35 37 41.44110(N)    086 55 16.74376(W)     ADJUSTED  
 FD1485* NAVD 88     -       304.1    (meters)     998.     (feet)  VERTCON   
 FD1485  ___________________________________________________________________
 FD1485  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FD1485  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 FD1485
 FD1485  HORZ ORDER  -  SECOND
 FD1485
 FD1485.The horizontal coordinates were established by classical geodetic methods
 FD1485.and adjusted by the National Geodetic Survey in April 1999..
 FD1485
 FD1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1485
 FD1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1485
 FD1485.The geoid height was determined by GEOID03.
 FD1485
 FD1485;                    North         East     Units Scale Factor Converg.
 FD1485;SPC TN       -   144,054.598   516,547.412   MT  0.99995482   -0 32 21.8
 FD1485;SPC TN       -   472,619.13  1,694,705.97   sFT  0.99995482   -0 32 21.8
 FD1485;UTM  16      - 3,942,712.096   507,124.587   MT  0.99960063   +0 02 45.0
 FD1485
 FD1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1485!SPC TN       -   0.99995666  x   0.99995482  =   0.99991148
 FD1485!UTM  16      -   0.99995666  x   0.99960063  =   0.99955730
 FD1485
 FD1485|---------------------------------------------------------------------|
 FD1485| PID    Reference Object                     Distance      Geod. Az  |
 FD1485|                                                           dddmmss.s |
 FD1485| CG6873 MATCH RM 3                           27.082 METERS 13708     |
 FD1485| CG6872 MATCH RM 2                           34.750 METERS 18139     |
 FD1485| FD1513 COLUMBIA MAURY CO CTHSE DOME        APPROX.10.3 KM 2614643.2 |
 FD1485| CG6871 MATCH RM 1                           28.575 METERS 32242     |
 FD1485| CG6870 MATCH AZ MK                                        3260634.5 |
 FD1485|---------------------------------------------------------------------|
 FD1485
 FD1485                          SUPERSEDED SURVEY CONTROL
 FD1485
 FD1485  NAD 83(1995)-  35 37 41.44427(N)    086 55 16.74594(W) AD(       ) 2
 FD1485  NAD 83(1986)-  35 37 41.45208(N)    086 55 16.74500(W) AD(       ) 2
 FD1485  NAD 27      -  35 37 41.20000(N)    086 55 16.74300(W) AD(       ) 2
 FD1485  NGVD 29 (07/19/86)  304.1    (m)          998.     (f) VERT ANG       
 FD1485
 FD1485.Superseded values are not recommended for survey control.
 FD1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1485.See file dsdata.txt to determine how the superseded data were derived.
 FD1485
 FD1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0712542712(NAD 83)
 FD1485_MARKER: DS = TRIANGULATION STATION DISK
 FD1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1485
 FD1485  HISTORY     - Date     Condition        Report By
 FD1485  HISTORY     - 1934     MONUMENTED       CGS
 FD1485  HISTORY     - 1960     GOOD             CGS
 FD1485
 FD1485                          STATION DESCRIPTION
 FD1485
 FD1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1485'ABOUT 8.5 MILES SOUTH BY EAST OF SPRING HILL, 6.5 MILES EAST BY NORTH
 FD1485'OF COLUMBIA, IN
 FD1485'CULTIVATED FIELD, AND ON PROPERTY OF W C OGILVIE.  TO
 FD1485'REACH FROM COURTHOUSE IN COLUMBIA,
 FD1485'FOLLOW U S ROUTE 31 NORTH 1.8
 FD1485'MILES TO JUNCTION WITH STATE ROUTE 99, TURN RIGHT
 FD1485'ONTO ROUTE 99, GO
 FD1485'3.65 MILES, TURN RIGHT ONTO COUNTY ROAD ACROSS CONCRETE BRIDGE JUST
 FD1485'BEFORE REACHING
 FD1485'STORE OF W F COFFEY, FOLLOW MAIN ROAD STRAIGHT AHEAD
 FD1485'0.65 MILE, TURN RIGHT ONTO T-ROAD,
 FD1485'GO 0.35 MILE TO HOUSE ON LEFT,
 FD1485'TURN RIGHT ONTO T-ROAD, GO 1.4 MILES TO TOP OF GRADE,
 FD1485'TURN LEFT
 FD1485'THROUGH GATE, AND FOLLOW FARM ROAD 0.4 MILE TO TOP OF RIDGE AND
 FD1485'STATION SITE AT
 FD1485'SOUTHWEST EDGE OF HILL AND 20 FEET NORTHEAST OF
 FD1485'CENTER LINE OF FARM ROAD.  SURFACE
 FD1485'AND UNDERGROUND MARKS ARE STANDARD
 FD1485'STATION DISKS IN CONCRETE.  UPPER
 FD1485'MARK IS ABOUT 12
 FD1485'INCHES BELOW SURFACE OF GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1485'STANDARD REFERENCE
 FD1485'DISKS IN CONCRETE.  NO 1 IS ALONG RIDGE,
 FD1485'8 FEET SOUTHWEST OF CENTER LINE OF
 FD1485'ROAD, AND 93.75 FEET FROM STATION
 FD1485'N 37 DEG 18 MIN W.  NO 2 IS ALONG SLOPE OF
 FD1485'RIDGE, 9 FEET
 FD1485'SOUTHWEST OF CENTER LINE OF ROAD, AND 114.28 FEET FROM STATION.
 FD1485'AZIMUTH MARK IS ON CLEARED RIDGE, NEAR LARGE
 FD1485'CLUMP OF BUSHES, 20 FEET SOUTHWEST
 FD1485'OF SMALL SYCAMORE, AND 0.15 MILE
 FD1485'FROM STATION.
 FD1485
 FD1485                          STATION RECOVERY (1960)
 FD1485
 FD1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1485'THE STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 FD1485'RECOVERED AND FOUND IN
 FD1485'GOOD CONDITION.  REFERENCE MARK NO 1 HAS BEEN DESTROYED BY
 FD1485'EXCAVATION OF GRAVEL FROM
 FD1485'NORTH SIDE OF HILL.  A NEW REFERENCE MARK
 FD1485'NO 3 WAS ESTABLISHED BY THIS PARTY.  A NEW
 FD1485'DESCRIPTION FOLLOWS.
 FD1485'
 FD1485'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF SPRING HILL, 6 MILES
 FD1485'EAST OF COLUMBIA AND
 FD1485'NEAR THE SOUTH EDGE OF A LARGE GRAVEL PIT.
 FD1485'
 FD1485'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY NO 31 AND STATE
 FD1485'HIGHWAY NO 99 IN THE NORTH
 FD1485'EDGE OF COLUMBIA, GO EAST ON STATE HIGHWAY NO 99
 FD1485'FOR 3.5 MILES TO A SIDE ROAD ON THE
 FD1485'RIGHT JUST BEFORE REACHING
 FD1485'BRADLEYS STORE, TURN RIGHT, SOUTHEAST, CROSS BRIDGE
 FD1485'AND GO 0.1 MILE
 FD1485'TO FORKS, TAKE LEFT FORK, SOUTHEAST, FOR 0.5 MILE TO A T-ROAD, TURN
 FD1485'RIGHT, SOUTH, FOR
 FD1485'0.3 MILE TO A T-ROAD, TURN LEFT, EAST, FOR 1.3
 FD1485'MILES TO A SIDE ORAD ON THE LEFT,
 FD1485'TURN LEFT, NORTHEAST, FOR 0.15 MILE
 FD1485'TO THE TOP OF GRADE, TURN LEFT, NORTH, PASS THROUGH
 FD1485'GATE AND GO 0.25
 FD1485'MILE TO A DIM FORK, TAKE THE RIGHT FORK, NORTH, FOR ABOUT 75 YARDS TO
 FD1485'THE STATION.
 FD1485'
 FD1485'STATION MARK IS 25 FEET SOUTH OF THE SOUTH EDGE OF THE GRAVEL PIT AND
 FD1485'6.5 FEET EAST OF A WITNESS
 FD1485'SIGN.  THE MARK IS A STANDARD DISK SET IN THE TOP
 FD1485'OF A CONCRETE POST, SET 6 INCHES
 FD1485'BELOW THE GROUND AND IS STAMPED
 FD1485'MATCH 1934.
 FD1485'
 FD1485'REFERENCE MARK NO 2 IS 32 FEET EAST OF THE CENTER OF THE GRAVELED
 FD1485'ROAD.  THE MARK IS A
 FD1485'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS
 FD1485'12 INCHES AND IS STAMPED
 FD1485'MATCH NO 2 1934.
 FD1485'
 FD1485'REFERENCE MARK NO 3 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FD1485'POST, SET FLUSH AND IS
 FD1485'STAMPED MATCH NO 3 1934.
 FD1485'
 FD1485'DISTANCE BETWEWN REFERENCE MARK NO 2 AND REFERENCE MARK NO 3 IS 80.32
 FD1485'FEET.
 FD1485'
 FD1485'AZIMUTH MARK IS 3.5 FEET SOUTH OF A WITNESS SIGN.  THE MARK IS A
 FD1485'STANDARD DISK SET IN THE
 FD1485'TOP OF A CONCRETE POST, PROJECTS 10 INCHES AND IS STAMPED
 FD1485'MATCH 1934.
 FD1485'
 FD1485'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTHWEST FOR ABOUT
 FD1485'0.2 MILE TO THE MARK.
 FD1485'
 FD1485'OBSERVATIONS WERE MADE FROM A 64-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2414 ***********************************************************************
 FE2414  DESIGNATION -  MAURY
 FE2414  PID         -  FE2414
 FE2414  STATE/COUNTY-  TN/CROCKETT
 FE2414  USGS QUAD   -  MAURY CITY (1981)
 FE2414
 FE2414                         *CURRENT SURVEY CONTROL
 FE2414  ___________________________________________________________________
 FE2414* NAD 83(1995)-  35 48 56.55701(N)    089 13 09.86542(W)     ADJUSTED  
 FE2414* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 FE2414  ___________________________________________________________________
 FE2414  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FE2414  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE2414
 FE2414  HORZ ORDER  -  THIRD
 FE2414
 FE2414.The horizontal coordinates were established by classical geodetic methods
 FE2414.and adjusted by the National Geodetic Survey in April 1999..
 FE2414
 FE2414.The orthometric height was scaled from a topographic map.
 FE2414
 FE2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2414
 FE2414.The geoid height was determined by GEOID03.
 FE2414
 FE2414;                    North         East     Units Scale Factor Converg.
 FE2414;SPC TN       -   169,252.926   309,119.998   MT  0.99994845   -1 53 05.2
 FE2414;SPC TN       -   555,290.64  1,014,171.19   sFT  0.99994845   -1 53 05.2
 FE2414;UTM  16      - 3,965,781.541   299,489.821   MT  1.00009544   -1 17 57.1
 FE2414
 FE2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2414!SPC TN       -   0.99998666  x   0.99994845  =   0.99993511
 FE2414!UTM  16      -   0.99998666  x   1.00009544  =   1.00008210
 FE2414
 FE2414|---------------------------------------------------------------------|
 FE2414| PID    Reference Object                     Distance      Geod. Az  |
 FE2414|                                                           dddmmss.s |
 FE2414| CG4517 MAURY RM 1                           12.116 METERS 04516     |
 FE2414| CG4519 MAURY RM 3                           29.193 METERS 17155     |
 FE2414| FE2413 MAURY CITY MUN TANK                 APPROX. 0.7 KM 2692914.3 |
 FE2414| FE2451 MAURY CITY RAD STA KIS 93 MAST      APPROX. 4.7 KM 3011619.7 |
 FE2414| CG4518 MAURY RM 2                           15.011 METERS 31359     |
 FE2414|---------------------------------------------------------------------|
 FE2414
 FE2414                          SUPERSEDED SURVEY CONTROL
 FE2414
 FE2414  NAD 83(1995)-  35 48 56.56181(N)    089 13 09.86745(W) AD(       ) 3
 FE2414  NAD 83(1986)-  35 48 56.56815(N)    089 13 09.86571(W) AD(       ) 3
 FE2414  NAD 27      -  35 48 56.29960(N)    089 13 09.61460(W) AD(       ) 3
 FE2414
 FE2414.Superseded values are not recommended for survey control.
 FE2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2414.See file dsdata.txt to determine how the superseded data were derived.
 FE2414
 FE2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9949065782(NAD 83)
 FE2414_MARKER: DS = TRIANGULATION STATION DISK
 FE2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2414
 FE2414  HISTORY     - Date     Condition        Report By
 FE2414  HISTORY     - 1959     MONUMENTED       CGS
 FE2414  HISTORY     - 1967     GOOD             CGS
 FE2414
 FE2414                          STATION DESCRIPTION
 FE2414
 FE2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2414'THE STATION IS IN THE NORTHEAST PART OF MAURY CITY AND ON THE GROUNDS
 FE2414'OF THE MAURY CITY SCHOOL.  IT IS 269 FEET WEST OF THE CENTERLINE OF
 FE2414'STATE HIGHWAY 20, 117 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FE2414'BRICK SCHOOL BUILDING, 53 FEET SOUTH OF THE CENTERLINE OF A PAVED
 FE2414'STREET AND 47 FEET SOUTHWEST OF THE WEST POST OF A WIRE BACK STOP.
 FE2414'THE MONUMENT IS 4 INCHES BELOW THE GROUND SURFACE AND THE DISK IS
 FE2414'STAMPED MAURY 1959.
 FE2414'
 FE2414'REFERENCE MARK 1 IS 56 FEET SOUTHEAST OF A FENCE CORNER, 32 FEET WEST
 FE2414'OF A 10 INCH TREE, 23 FEET SOUTH OF THE CENTERLINE OF A PAVED STREET
 FE2414'AND 17 FEET WEST OF THE WEST POST OF THE WIRE BACK STOP.  THE
 FE2414'MONUMENT IS FLUSH AND THE DISK IS STAMPED MAURY NO 1 1959.
 FE2414'
 FE2414'REFERENCE MARK 2 IS 91 FEET EAST OF AN 18 INCH ELM TREE, 45 FEET
 FE2414'SOUTHWEST OF A FENCE CORNER AND 22 FEET SOUTH OF THE CENTERLINE OF
 FE2414'THE PAVED STREET.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2414'MAURY NO 2 1959.
 FE2414'
 FE2414'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FE2414'
 FE2414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2414
 FE2414                          STATION RECOVERY (1967)
 FE2414
 FE2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2414'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 FE2414'EXCELLENT CONDITION.  REFERENCE MARK NO. 1 SHOWED EVIDENCE OF HAVING
 FE2414'BEEN STRUCK LIGHTLY BY GRADING EQUIPMENT, AND A DISCREPANCY OF 0.03
 FE2414'OF A FOOT WAS NOTED IN THE HORIZONTAL MEASURED DISTANCE, AND
 FE2414'THE HORIZONTAL ANGLE DID NOT CHECK THE OLD OBSERVED VALUE BY 00 DEG
 FE2414'01 MIN 14 SEC.  REFERENCE MARK NO. 2 WAS IN DANGER OF BEING STRUCK
 FE2414'BY TRAFFIC ENTERING THE SCHOOL PARKING LOT, AND WAS REMOVED UPON THE
 FE2414'REQUEST OF THE SCHOOL PRINCIPAL.  A NEW REFERENCE MARK NO. 3 WAS
 FE2414'ESTABLISHED THIS DATE.
 FE2414'
 FE2414'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2414'
 FE2414'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF MAURY CITY AND ON
 FE2414'THE GROUNDS OF THE MAURY CITY PUBLIC SCHOOLS.
 FE2414'
 FE2414'TO REACH FROM THE NEW POST OFFICE IN MAURY CITY, GO EASTERLY ON
 FE2414'COLLEGE STREET FOR 0.2 MILE TO SHARP STREET, TURN LEFT, NORTH, ON
 FE2414'SHARP STREET AND GO 0.1 MILE TO PARK STREET, TURN RIGHT, EAST, ON
 FE2414'PARK STREET AND GO 0.15 MILE TO THE PLAYGROUND AREA AT THE
 FE2414'REAR OF THE MAURY CITY PUBLIC SCHOOLS AND THE STATION AS DESCRIBED.
 FE2414'
 FE2414'THE STATION IS 269 FEET WEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 FE2414'20, 129 FEET EAST OF AN 18-INCH ELM TREE, 117 FEET NORTHWEST OF THE
 FE2414'NORTHWEST CORNER OF THE SCHOOL BUILDING, 102 FEET NORTHEAST OF THE
 FE2414'NORTHEAST CORNER OF THE ENTRANCE DECK OF A NEW ADDITION, 82 FEET
 FE2414'NORTH OF THE APPROXIMATE CENTER OF A PAVED WALKWAY BETWEEN THE SCHOOL
 FE2414'BUILDING, 75 FEET WEST OF A GASOLINE PUMP, 53 FEET SOUTH OF THE
 FE2414'APPROXIMATE CENTER OF PARK STREET, AND 47 FEET SOUTHWEST OF THE WEST
 FE2414'POST OF A BASEBALL BACKSTOP.  IT IS A STANDARD DISK SET IN THE TOP
 FE2414'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT IS ABOUT 4 INCHES
 FE2414'BELOW THE SURFACE AND THE DISK IS STAMPED MAURY
 FE2414'1959.
 FE2414'
 FE2414'REFERENCE MARK NO. 1 IS 32 FEET WEST OF A 12-INCH, SILVER MAPLE TREE,
 FE2414'22 FEET SOUTH OF THE APPROXIMATE CENTER OF PARK STREET, 10.5 FEET
 FE2414'WEST OF THE WEST POST OF A BASEBALL BACKSTOP, AND ABOUT 1 FOOT BELOW
 FE2414'THE ELEVATION OF THE STATION.  IT IS A STANDARD DISK SET IN THE
 FE2414'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 FE2414'AND THE DISK IS STAMPED MAURY NO 1 1959.
 FE2414'
 FE2414'REFERENCE MARK NO. 3 IS 76 FEET WEST-SOUTHWEST OF THE NORTHWEST
 FE2414'CORNER OF THE SCHOOL BUILDING, 68 FEET EAST OF THE NORTHEAST
 FE2414'CORNER OF THE ENTRANCE DECK OF THE NEW ADDITION, 20 FEET NORTH OF A
 FE2414'POWERLINE TRANSFORMER AND LIGHT POLE, 7.5 FEET SOUTH OF THE
 FE2414'APPROXIMATE CENTER OF THE PAVED WALKWAY BETWEEN THE SCHOOL BUILDINGS,
 FE2414'AND ABOUT 2 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS A
 FE2414'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FE2414'MONUMENT AND THE DISK IS STAMPED MAURY NO 3 1959 1967.
 FE2414'
 FE2414'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2414'REFERENCE MARK NO. 3 IS 123.70 FEET - 37.704 METERS.
 FE2414'
 FE2414'NO AZIMUTH MARK WAS EVER ESTABLISHED FOR THIS STATION.  INTERSECTION
 FE2414'STATION MAURY CITY, RADIO STATION KIS 93, MAST WILL SERVE AS AN
 FE2414'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2413 ***********************************************************************
 FE2413  DESIGNATION -  MAURY CITY MUN TANK
 FE2413  PID         -  FE2413
 FE2413  STATE/COUNTY-  TN/CROCKETT
 FE2413  USGS QUAD   -  MAURY CITY (1981)
 FE2413
 FE2413                         *CURRENT SURVEY CONTROL
 FE2413  ___________________________________________________________________
 FE2413* NAD 83(1995)-  35 48 56.34758(N)    089 13 38.47060(W)     ADJUSTED  
 FE2413* NAVD 88     -                                                        
 FE2413  ___________________________________________________________________
 FE2413  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 FE2413  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE2413
 FE2413  HORZ ORDER  -  THIRD
 FE2413
 FE2413.The horizontal coordinates were established by classical geodetic methods
 FE2413.and adjusted by the National Geodetic Survey in April 1999..
 FE2413
 FE2413
 FE2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2413
 FE2413.The geoid height was determined by GEOID03.
 FE2413
 FE2413;                    North         East     Units Scale Factor Converg.
 FE2413;SPC TN       -   169,270.121   308,402.118   MT  0.99994845   -1 53 21.9
 FE2413;SPC TN       -   555,347.06  1,011,815.95   sFT  0.99994845   -1 53 21.9
 FE2413;UTM  16      - 3,965,791.400   298,771.696   MT  1.00009899   -1 18 13.8
 FE2413
 FE2413                          SUPERSEDED SURVEY CONTROL
 FE2413
 FE2413  NAD 83(1995)-  35 48 56.35238(N)    089 13 38.47257(W) AD(       ) 4
 FE2413  NAD 83(1986)-  35 48 56.35876(N)    089 13 38.47089(W) AD(       ) 4
 FE2413  NAD 27      -  35 48 56.09000(N)    089 13 38.21900(W) AD(       ) 3
 FE2413
 FE2413.Superseded values are not recommended for survey control.
 FE2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2413.See file dsdata.txt to determine how the superseded data were derived.
 FE2413
 FE2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9877265791(NAD 83)
 FE2413_MARKER: 53 = ELEVATED TANK
 FE2413
 FE2413  HISTORY     - Date     Condition        Report By
 FE2413  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2413  HISTORY     - 1967     GOOD             CGS
 FE2413  HISTORY     - 20050301 GOOD             GEOCAC
 FE2413
 FE2413                          STATION DESCRIPTION
 FE2413
 FE2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2413'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 FE2413'LOCATED ON FOURTH STREET BETWEEN MILL AND POSTON STREETS IN
 FE2413'THE WEST SECTION OF TOWN. IT IS A STEEL TANK SUPPORTED BY A FOUR
 FE2413'LEGGED STEEL STRUCTURE AND IS PAINTED SILVER. THE HEIGHT IS
 FE2413'ABOUT 135 FEET HIGH.
 FE2413
 FE2413                          STATION RECOVERY (1967)
 FE2413
 FE2413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2413'THIS STATION WAS RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA
 FE2413'PUBLISHED SEPTEMBER 1960, QUAD 350891 - STATION 1062.
 FE2413
 FE2413                          STATION RECOVERY (2005)
 FE2413
 FE2413'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 FE2413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2451 ***********************************************************************
 FE2451  DESIGNATION -  MAURY CITY RAD STA KIS 93 MAST
 FE2451  PID         -  FE2451
 FE2451  STATE/COUNTY-  TN/CROCKETT
 FE2451  USGS QUAD   -  CHESTNUT BLUFF (1981)
 FE2451
 FE2451                         *CURRENT SURVEY CONTROL
 FE2451  ___________________________________________________________________
 FE2451* NAD 83(1995)-  35 50 15.89879(N)    089 15 50.36042(W)     ADJUSTED  
 FE2451* NAVD 88     -                                                        
 FE2451  ___________________________________________________________________
 FE2451  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FE2451  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE2451
 FE2451  HORZ ORDER  -  THIRD
 FE2451
 FE2451.The horizontal coordinates were established by classical geodetic methods
 FE2451.and adjusted by the National Geodetic Survey in April 1999..
 FE2451
 FE2451
 FE2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2451
 FE2451.The geoid height was determined by GEOID03.
 FE2451
 FE2451;                    North         East     Units Scale Factor Converg.
 FE2451;SPC TN       -   171,830.259   305,174.948   MT  0.99994840   -1 54 39.1
 FE2451;SPC TN       -   563,746.44  1,001,228.14   sFT  0.99994840   -1 54 39.1
 FE2451;UTM  16      - 3,968,318.844   295,518.029   MT  1.00011526   -1 19 33.6
 FE2451
 FE2451                          SUPERSEDED SURVEY CONTROL
 FE2451
 FE2451  NAD 83(1995)-  35 50 15.90359(N)    089 15 50.36222(W) AD(       ) 4
 FE2451  NAD 83(1986)-  35 50 15.91134(N)    089 15 50.36060(W) AD(       ) 4
 FE2451  NAD 27      -  35 50 15.64200(N)    089 15 50.10600(W) AD(       ) 3
 FE2451
 FE2451.Superseded values are not recommended for survey control.
 FE2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2451.See file dsdata.txt to determine how the superseded data were derived.
 FE2451
 FE2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9551868319(NAD 83)
 FE2451_MARKER: 42 = RADIO/TV MAST
 FE2451
 FE2451  HISTORY     - Date     Condition        Report By
 FE2451  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2451  HISTORY     - 1959     GOOD             CGS
 FE2451  HISTORY     - 1967     GOOD             CGS
 FE2451
 FE2451                          STATION DESCRIPTION
 FE2451
 FE2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 FE2451'THE STATION WAS ESTABLISHED IN 1958, BUT NO DESCRIPTION WAS WRITTEN
 FE2451'FOR IT.  A DESCRIPTION FOLLOWS.
 FE2451'
 FE2451'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A GUYED MAST
 FE2451'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND IS 265 FEET HIGH.
 FE2451'IT IS OWNED BY THE TEXAS COMPANY.
 FE2451'
 FE2451'THE MAST IS LOCATED ABOUT 7-1/2 MILES EAST OF HALLS AND ABOUT 2-1/2
 FE2451'MILES WEST OF MAURY CITY.
 FE2451
 FE2451                          STATION RECOVERY (1967)
 FE2451
 FE2451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FE2451'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1959 RECOVERY NOTE.
 FE2451'
 FE2451'A TRAVERSE TIE WAS MADE IN 1958 TO TRIANGULATION STATION BROADVIEW
 FE2451'1958, THE DISTANCE BEING 112.5 FEET- (34.29) METERS.
 FE2451'
 FE2451'THE TO-REACH FOR THIS STATION IS THE SAME AS THE NEW TO-REACH FOR
 FE2451'TRIANGULATION STATION BROADVIEW 1958.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2319 ***********************************************************************
 GB2319  DESIGNATION -  MAY 2
 GB2319  PID         -  GB2319
 GB2319  STATE/COUNTY-  TN/CUMBERLAND
 GB2319  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2319
 GB2319                         *CURRENT SURVEY CONTROL
 GB2319  ___________________________________________________________________
 GB2319* NAD 83(1995)-  36 03 51.94510(N)    085 11 13.24545(W)     ADJUSTED  
 GB2319* NAVD 88     -       607.26   (meters)    1992.3    (feet)  RESET     
 GB2319  ___________________________________________________________________
 GB2319  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GB2319  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GB2319
 GB2319  HORZ ORDER  -  THIRD
 GB2319  VERT ORDER  -  THIRD
 GB2319
 GB2319.The horizontal coordinates were established by classical geodetic methods
 GB2319.and adjusted by the National Geodetic Survey in April 1999..
 GB2319.No horizontal observational check was made to the station.
 GB2319
 GB2319.The orthometric height was computed from unverified reset data.
 GB2319.No vertical observational check was made to the station.
 GB2319
 GB2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2319
 GB2319.The geoid height was determined by GEOID03.
 GB2319
 GB2319;                    North         East     Units Scale Factor Converg.
 GB2319;SPC TN       -   192,368.351   673,238.237   MT  0.99995646   +0 28 33.4
 GB2319;SPC TN       -   631,128.50  2,208,782.45   sFT  0.99995646   +0 28 33.4
 GB2319;UTM  16      - 3,992,615.662   663,275.663   MT  0.99992849   +1 04 03.1
 GB2319
 GB2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2319!SPC TN       -   0.99990921  x   0.99995646  =   0.99986568
 GB2319!UTM  16      -   0.99990921  x   0.99992849  =   0.99983771
 GB2319
 GB2319|---------------------------------------------------------------------|
 GB2319| PID    Reference Object                     Distance      Geod. Az  |
 GB2319|                                                           dddmmss.s |
 GB2319| GB2320 MAY 2 RM 3                            8.861 METERS 02430     |
 GB2319| CG6879 MAY AZ MK                                          0281837.6 |
 GB2319| GB2321 MAY 2 RM 4                            7.599 METERS 13808     |
 GB2319| GB1638 MAY                                  34.324 METERS 20819     |
 GB2319|---------------------------------------------------------------------|
 GB2319
 GB2319                          SUPERSEDED SURVEY CONTROL
 GB2319
 GB2319  NAD 83(1995)-  36 03 51.94928(N)    085 11 13.24745(W) AD(       ) 3
 GB2319  NAD 83(1995)-  36 03 51.95101(N)    085 11 13.24672(W) AD(       ) 3
 GB2319  NAD 83(1986)-  36 03 51.95760(N)    085 11 13.24651(W) AD(       ) 3
 GB2319  NAD 27      -  36 03 51.72364(N)    085 11 13.36104(W) AD(       ) 3
 GB2319  NGVD 29 (10/12/01)  607.29   (m)         1992.4    (f) RESET       3  
 GB2319
 GB2319.Superseded values are not recommended for survey control.
 GB2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2319.See file dsdata.txt to determine how the superseded data were derived.
 GB2319
 GB2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE6327692616(NAD 83)
 GB2319_MARKER: DS = TRIANGULATION STATION DISK
 GB2319_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2319_SP_SET: RAIL BASE
 GB2319_STAMPING: MAY 2 1973
 GB2319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2319
 GB2319  HISTORY     - Date     Condition        Report By
 GB2319  HISTORY     - 1973     MONUMENTED       NGS
 GB2319  HISTORY     - 1973     GOOD             NGS
 GB2319
 GB2319                          STATION DESCRIPTION
 GB2319
 GB2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 GB2319'MAY 2 1973 WAS ESTABLISHED ON LINE BETWEEN MAY RE-ESTABLISHED
 GB2319'POINT AND MAY 1960 AZIMUTH MARK.  ALSO REFERENCE MARKS 3 AND 4
 GB2319'WERE ESTABLISHED AT THIS TIME.  RECOVERY NOTE SUBMITTED FOR THIS
 GB2319'STATION IN 1966, AT WHICH TIME RANGE POINTS WERE ESTABLISHED AND
 GB2319'ELEVATIONS TRANSFERRED TO TBMS.
 GB2319'
 GB2319'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 GB2319'
 GB2319'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF CROSSVILLE AND
 GB2319'ABOUT 2 MILES NORTH OF MAYLAND.
 GB2319'
 GB2319'TO REACH STATION FROM POST OFFICE AND RAILROAD DEPOT IN
 GB2319'MAYLAND GO NORTH ACROSS RAILROAD TRACKS TO CURVE ON LEFT THEN
 GB2319'WEST TO CROSSROADS FOR 0.2 MILE TURN RIGHT GO NORTH ON GRAVEL
 GB2319'ROAD, 1.3 MILES TO STATION ON LEFT.
 GB2319'
 GB2319'STATION MARK IS A STANDARD DISK STAMPED MAY 2 1973 CEMENTED IN A
 GB2319'DRILL HOLE NEAR THE WEST END OF SOUTH INTERSTATE ROUTE 40 AND
 GB2319'STATE ROUTE R5216, GRADE SEPARATION OVERPASS, 11 FEET NORTHWEST
 GB2319'OF APPROXIMATE CENTERLINE OF R5216, 6 FEET EAST OF SOUTHWEST
 GB2319'CORNER BULL NOSED ABUTMENT AND METAL WITNESS POST AND SIGN, 1.0
 GB2319'FEET SOUTHEAST OF EDGE CONCRETE RAIL BASE FLUSH WITH DECK.
 GB2319'
 GB2319'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MAY 2 NO. 3 1973,
 GB2319'CEMENTED IN A DRILL HOLE IN CONCRETE RAIL BASE OF OVERPASS.
 GB2319'IT IS 12 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF R5216, 33 FEET
 GB2319'NORTHEAST OF SOUTHWEST CORNER BULL NOSED ABUTMENT AND METAL
 GB2319'WITNESS POST AND SIGN, 0.8 FOOT ABOVE DECK OF BRIDGE.
 GB2319'
 GB2319'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MAY 2 NO. 4 1973,
 GB2319'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CONCRETE RAIL BASE OF
 GB2319'OVERPASS.  IT IS 12 FEET SOUTHEAST OF APPROXIMATE CENTERLINE OF
 GB2319'R5216, 6 FEET NORTHWEST OF SOUTHEAST CORNER OF BULL NOSED
 GB2319'ABUTMENT, 0.8 FOOT ABOVE THE DECK.
 GB2319'
 GB2319'AZIMUTH MARK IS A STANDARD DISK STAMPED MAY 1960 FLUSH WITH THE
 GB2319'GROUND, 88 FEET NORTH-NORTHEAST OF APPROXIMATE CENTERLINE OF T
 GB2319'WOODS ROAD, 18 FEET WEST-NORTHWEST OF APPROXIMATE CENTERLINE OF
 GB2319'STATE ROUTE R5216, 18 FEET NORTHEAST OF A 10-INCH VIRGINIA PINE, 1.5
 GB2319'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 GB2319'
 GB2319'NEAREST TOWN--MAYLAND.
 GB2319
 GB2319                          STATION RECOVERY (1973)
 GB2319
 GB2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GB2319'2.0 MI NORTH FROM MAYLAND.
 GB2319'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF CROSSVILLE, FROM THE
 GB2319'POST OFFICE AND RAILROAD DEPOT IN MAYLAND, GO NORTH ACROSS RAILROAD
 GB2319'TRACKS TO CURVE ON LEFT THEN WEST TO CROSSROADS FOR 0.2 MILE, TURN
 GB2319'RIGHT GO NORTH ON GRAVEL ROAD 1.3 MILES TO MARK ON LEFT,  IN THE
 GB2319'WEST END OF SOUTH INTERSTATE ROUTE 40 AND STATE ROUTE R5216, GRADE
 GB2319'SEPARATING OVERPASS, 11 FEET NORTHWEST OF APPROXIMATE CENTERLINE
 GB2319'OF R5216, 6 FEET EAST OF SOUTHWEST CORNER BULL NOSED ABUTMENT AND
 GB2319'METAL WITNESS FOOT WITH SIGN, 1.0 FEET SOUTHEAST OF EDGE CONCRETE
 GB2319'RAIL BASE.
 GB2319'THE MARK IS ABOVE LEVEL WITH DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2320 ***********************************************************************
 GB2320  DESIGNATION -  MAY 2 RM 3
 GB2320  PID         -  GB2320
 GB2320  STATE/COUNTY-  TN/CUMBERLAND
 GB2320  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2320
 GB2320                         *CURRENT SURVEY CONTROL
 GB2320  ___________________________________________________________________
 GB2320* NAD 83(1986)-  36 03 50.     (N)    085 11 14.     (W)     SCALED    
 GB2320* NAVD 88     -       607.65   (meters)    1993.6    (feet)  RESET     
 GB2320  ___________________________________________________________________
 GB2320  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GB2320
 GB2320  VERT ORDER  -  THIRD
 GB2320
 GB2320.The horizontal coordinates were scaled from a topographic map and have
 GB2320.an estimated accuracy of +/- 6 seconds.
 GB2320
 GB2320.The orthometric height was computed from unverified reset data.
 GB2320.No vertical observational check was made to the station.
 GB2320
 GB2320.The geoid height was determined by GEOID03.
 GB2320
 GB2320;                    North         East    Units  Estimated Accuracy
 GB2320;SPC TN       -   192,310.      673,220.      MT  (+/- 180 meters Scaled)
 GB2320
 GB2320                          SUPERSEDED SURVEY CONTROL
 GB2320
 GB2320  NGVD 29 (10/12/01)  607.67   (m)         1993.7    (f) RESET       3  
 GB2320
 GB2320.Superseded values are not recommended for survey control.
 GB2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2320.See file dsdata.txt to determine how the superseded data were derived.
 GB2320
 GB2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE632925(NAD 83)
 GB2320_MARKER: DR = REFERENCE MARK DISK
 GB2320_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2320_SP_SET: RAIL BASE
 GB2320_STAMPING: MAY 2 NO 3 1973
 GB2320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2320
 GB2320  HISTORY     - Date     Condition        Report By
 GB2320  HISTORY     - 1973     MONUMENTED       NGS
 GB2320
 GB2320                          STATION DESCRIPTION
 GB2320
 GB2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GB2320'2.0 MI NORTH FROM MAYLAND.
 GB2320'FROM POST OFFICE AND RAILROAD DEPOT IN
 GB2320'MAYLAND, GO NORTH ACROSS RAILROAD TRACKS TO CURVE ON LEFT
 GB2320'THEN WEST TO CROSSROADS FOR 0.2 MILE, TURN RIGHT GO NORTH ON GRAVEL
 GB2320'ROAD, 1.3 MILES TO MARK ON LEFT, IN CONCRETE RAIL BASE OF OVERPASS,
 GB2320'12 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF R5216, 33 FEET
 GB2320'NORTHEAST OF SOUTHWEST CORNER BULL NOSED ABUTMENT AND METAL WITNESS
 GB2320'POST WITH SIGN.
 GB2320'THE MARK IS 0.8 FT ABOVE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2321 ***********************************************************************
 GB2321  DESIGNATION -  MAY 2 RM 4
 GB2321  PID         -  GB2321
 GB2321  STATE/COUNTY-  TN/CUMBERLAND
 GB2321  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB2321
 GB2321                         *CURRENT SURVEY CONTROL
 GB2321  ___________________________________________________________________
 GB2321* NAD 83(1986)-  36 03 50.     (N)    085 11 14.     (W)     SCALED    
 GB2321* NAVD 88     -       607.45   (meters)    1992.9    (feet)  RESET     
 GB2321  ___________________________________________________________________
 GB2321  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GB2321
 GB2321  VERT ORDER  -  THIRD
 GB2321
 GB2321.The horizontal coordinates were scaled from a topographic map and have
 GB2321.an estimated accuracy of +/- 6 seconds.
 GB2321
 GB2321.The orthometric height was computed from unverified reset data.
 GB2321.No vertical observational check was made to the station.
 GB2321
 GB2321.The geoid height was determined by GEOID03.
 GB2321
 GB2321;                    North         East    Units  Estimated Accuracy
 GB2321;SPC TN       -   192,310.      673,220.      MT  (+/- 180 meters Scaled)
 GB2321
 GB2321                          SUPERSEDED SURVEY CONTROL
 GB2321
 GB2321  NGVD 29 (10/12/01)  607.48   (m)         1993.0    (f) RESET       3  
 GB2321
 GB2321.Superseded values are not recommended for survey control.
 GB2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2321.See file dsdata.txt to determine how the superseded data were derived.
 GB2321
 GB2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE632925(NAD 83)
 GB2321_MARKER: DR = REFERENCE MARK DISK
 GB2321_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2321_SP_SET: RAIL BASE
 GB2321_STAMPING: MAY 2 NO 4 1973
 GB2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2321
 GB2321  HISTORY     - Date     Condition        Report By
 GB2321  HISTORY     - 1973     MONUMENTED       NGS
 GB2321
 GB2321                          STATION DESCRIPTION
 GB2321
 GB2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GB2321'2.0 MI NORTH FROM MAYLAND.
 GB2321'FROM POST OFFICE AND RAILROAD DEPOT IN
 GB2321'MAYLAND, GO NORTH ACROSS RAILROAD TRACKS TO CURVE ON LEFT
 GB2321'THEN WEST TO CROSSROADS FOR 0.2 MILE, TURN RIGHT GO NORTH ON GRAVEL
 GB2321'ROAD, 1.3 MILES TO MARK ON LEFT, IN THE SOUTHEAST CONCRETE RAIL
 GB2321'BASE OF OVERPASS, 12 FEET SOUTHEAST OF APPROXIMATE CENTERLINE OF
 GB2321'R5216, AND 6 FEET NORTHWEST OF SOUTHEAST CORNER OF BULL NOSED
 GB2321'ABUTMENT.
 GB2321'THE MARK IS 0.8 FT ABOVE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1637 ***********************************************************************
 GB1637  DESIGNATION -  MAY RM 1
 GB1637  PID         -  GB1637
 GB1637  STATE/COUNTY-  TN/CUMBERLAND
 GB1637  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1637
 GB1637                         *CURRENT SURVEY CONTROL
 GB1637  ___________________________________________________________________
 GB1637* NAD 83(1986)-  36 03 50.     (N)    085 11 14.     (W)     SCALED    
 GB1637* NAVD 88     -       602.214  (meters)    1975.76   (feet)  ADJUSTED  
 GB1637  ___________________________________________________________________
 GB1637  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GB1637  DYNAMIC HT  -         601.654 (meters)    1973.93  (feet)  COMP
 GB1637  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 GB1637
 GB1637  VERT ORDER  -  SECOND    CLASS 0
 GB1637
 GB1637.The horizontal coordinates were scaled from a topographic map and have
 GB1637.an estimated accuracy of +/- 6 seconds.
 GB1637
 GB1637.The orthometric height was determined by differential leveling
 GB1637.and adjusted by the National Geodetic Survey in June 1991..
 GB1637
 GB1637.The geoid height was determined by GEOID03.
 GB1637
 GB1637.The dynamic height is computed by dividing the NAVD 88
 GB1637.geopotential number by the normal gravity value computed on the
 GB1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1637.degrees latitude (g = 980.6199 gals.).
 GB1637
 GB1637.The modeled gravity was interpolated from observed gravity values.
 GB1637
 GB1637;                    North         East    Units  Estimated Accuracy
 GB1637;SPC TN       -   192,310.      673,220.      MT  (+/- 180 meters Scaled)
 GB1637
 GB1637                          SUPERSEDED SURVEY CONTROL
 GB1637
 GB1637  NGVD 29 (??/??/92)  602.236  (m)         1975.84   (f) ADJ UNCH    2 0
 GB1637
 GB1637.Superseded values are not recommended for survey control.
 GB1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1637.See file dsdata.txt to determine how the superseded data were derived.
 GB1637
 GB1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE632925(NAD 83)
 GB1637_MARKER: DR = REFERENCE MARK DISK
 GB1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1637_STAMPING: MAY NO 1 1960
 GB1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1637+STABILITY: SURFACE MOTION
 GB1637
 GB1637  HISTORY     - Date     Condition        Report By
 GB1637  HISTORY     - 1960     MONUMENTED       CGS
 GB1637  HISTORY     - 1966     MARK NOT FOUND   NGS
 GB1637
 GB1637                          STATION DESCRIPTION
 GB1637
 GB1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1637'1.5 MI N FROM MAYLAND.
 GB1637'THIS MARK IS LOCATED AT THE MAY 1960 STATION SITE, 68.4 FT.
 GB1637'SOUTHEAST OF THE STATION MARK AND 41 FT. EAST OF THE CENTER OF
 GB1637'THE GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GB1637'THAT IS FLUSH WITH THE GROUND.
 GB1637
 GB1637                          STATION RECOVERY (1966)
 GB1637
 GB1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1639 ***********************************************************************
 GB1639  DESIGNATION -  MAY RM 2
 GB1639  PID         -  GB1639
 GB1639  STATE/COUNTY-  TN/CUMBERLAND
 GB1639  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1639
 GB1639                         *CURRENT SURVEY CONTROL
 GB1639  ___________________________________________________________________
 GB1639* NAD 83(1986)-  36 03 50.     (N)    085 11 14.     (W)     SCALED    
 GB1639* NAVD 88     -       602.818  (meters)    1977.75   (feet)  ADJUSTED  
 GB1639  ___________________________________________________________________
 GB1639  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GB1639  DYNAMIC HT  -         602.258 (meters)    1975.91  (feet)  COMP
 GB1639  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 GB1639
 GB1639  VERT ORDER  -  SECOND    CLASS 0
 GB1639
 GB1639.The horizontal coordinates were scaled from a topographic map and have
 GB1639.an estimated accuracy of +/- 6 seconds.
 GB1639
 GB1639.The orthometric height was determined by differential leveling
 GB1639.and adjusted by the National Geodetic Survey in June 1991..
 GB1639
 GB1639.The geoid height was determined by GEOID03.
 GB1639
 GB1639.The dynamic height is computed by dividing the NAVD 88
 GB1639.geopotential number by the normal gravity value computed on the
 GB1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1639.degrees latitude (g = 980.6199 gals.).
 GB1639
 GB1639.The modeled gravity was interpolated from observed gravity values.
 GB1639
 GB1639;                    North         East    Units  Estimated Accuracy
 GB1639;SPC TN       -   192,310.      673,220.      MT  (+/- 180 meters Scaled)
 GB1639
 GB1639                          SUPERSEDED SURVEY CONTROL
 GB1639
 GB1639  NGVD 29 (??/??/92)  602.840  (m)         1977.82   (f) ADJ UNCH    2 0
 GB1639
 GB1639.Superseded values are not recommended for survey control.
 GB1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1639.See file dsdata.txt to determine how the superseded data were derived.
 GB1639
 GB1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE632925(NAD 83)
 GB1639_MARKER: DR = REFERENCE MARK DISK
 GB1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1639_STAMPING: MAY NO 2 1960
 GB1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1639+STABILITY: SURFACE MOTION
 GB1639
 GB1639  HISTORY     - Date     Condition        Report By
 GB1639  HISTORY     - 1960     MONUMENTED       CGS
 GB1639  HISTORY     - 1966     MARK NOT FOUND   NGS
 GB1639
 GB1639                          STATION DESCRIPTION
 GB1639
 GB1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1639'1.5 MI N FROM MAYLAND.
 GB1639'THIS MARK IS LOCATED AT THE MAY 1960 STATION SITE, 61.2 FT.
 GB1639'SOUTHWEST OF THE STATION MARK AND 26 FT. WEST OF THE CENTER OF THE
 GB1639'GRAVELED ROAD.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 GB1639'IS FLUSH WITH THE GROUND.
 GB1639
 GB1639                          STATION RECOVERY (1966)
 GB1639
 GB1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1031 ***********************************************************************
 FD1031  DESIGNATION -  MAYBERRY
 FD1031  PID         -  FD1031
 FD1031  STATE/COUNTY-  TN/PERRY
 FD1031  USGS QUAD   -  CLIFTON (1972)
 FD1031
 FD1031                         *CURRENT SURVEY CONTROL
 FD1031  ___________________________________________________________________
 FD1031* NAD 83(1995)-  35 29 38.65681(N)    087 55 38.80995(W)     ADJUSTED  
 FD1031* NAVD 88     -       231.932  (meters)     760.93   (feet)  ADJUSTED  
 FD1031  ___________________________________________________________________
 FD1031  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FD1031  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1031  DYNAMIC HT  -         231.720 (meters)     760.23  (feet)  COMP
 FD1031  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FD1031
 FD1031  HORZ ORDER  -  SECOND
 FD1031  VERT ORDER  -  FIRST     CLASS II
 FD1031
 FD1031.The horizontal coordinates were established by classical geodetic methods
 FD1031.and adjusted by the National Geodetic Survey in April 1999..
 FD1031
 FD1031.The orthometric height was determined by differential leveling
 FD1031.and adjusted by the National Geodetic Survey in June 1991..
 FD1031
 FD1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1031
 FD1031.The geoid height was determined by GEOID03.
 FD1031
 FD1031.The dynamic height is computed by dividing the NAVD 88
 FD1031.geopotential number by the normal gravity value computed on the
 FD1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1031.degrees latitude (g = 980.6199 gals.).
 FD1031
 FD1031.The modeled gravity was interpolated from observed gravity values.
 FD1031
 FD1031;                    North         East     Units Scale Factor Converg.
 FD1031;SPC TN       -   130,505.172   425,128.307   MT  0.99996590   -1 07 42.3
 FD1031;SPC TN       -   428,165.72  1,394,775.12   sFT  0.99996590   -1 07 42.3
 FD1031;UTM  16      - 3,928,231.258   415,879.550   MT  0.99968720   -0 32 18.7
 FD1031
 FD1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1031!SPC TN       -   0.99996802  x   0.99996590  =   0.99993392
 FD1031!UTM  16      -   0.99996802  x   0.99968720  =   0.99965523
 FD1031
 FD1031:                Primary Azimuth Mark                     Grid Az
 FD1031:SPC TN       -  FLATWOODS                                110 48 01.6
 FD1031:UTM  16      -  FLATWOODS                                110 12 38.0
 FD1031
 FD1031|---------------------------------------------------------------------|
 FD1031| PID    Reference Object                     Distance      Geod. Az  |
 FD1031|                                                           dddmmss.s |
 FD1031| FD1594 FLATWOODS                           APPROX. 6.2 KM 1094019.3 |
 FD1031| FD1030 MAYBERRY AZ MK                                     1363625.9 |
 FD1031| FD1032 MAYBERRY RM 1                        55.995 METERS 13913     |
 FD1031| FD1033 MAYBERRY RM 2                        60.619 METERS 28701     |
 FD1031|---------------------------------------------------------------------|
 FD1031
 FD1031                          SUPERSEDED SURVEY CONTROL
 FD1031
 FD1031  NAD 83(1995)-  35 29 38.66186(N)    087 55 38.81029(W) AD(       ) 2
 FD1031  NAD 83(1995)-  35 29 38.66194(N)    087 55 38.81049(W) AD(       ) 2
 FD1031  NAD 83(1986)-  35 29 38.66666(N)    087 55 38.81056(W) AD(       ) 2
 FD1031  NAD 27      -  35 29 38.40400(N)    087 55 38.71000(W) AD(       ) 2
 FD1031  NGVD 29 (??/??/92)  231.939  (m)          760.95   (f) ADJ UNCH    1 2
 FD1031
 FD1031.Superseded values are not recommended for survey control.
 FD1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1031.See file dsdata.txt to determine how the superseded data were derived.
 FD1031
 FD1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1588028231(NAD 83)
 FD1031_MARKER: DS = TRIANGULATION STATION DISK
 FD1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1031_STAMPING: MAYBERRY 1934
 FD1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1031+STABILITY: SURFACE MOTION
 FD1031
 FD1031  HISTORY     - Date     Condition        Report By
 FD1031  HISTORY     - 1934     MONUMENTED       CGS
 FD1031  HISTORY     - 1950     GOOD             TVA
 FD1031  HISTORY     - 1950     GOOD             NGS
 FD1031  HISTORY     - 1962     GOOD             CGS
 FD1031
 FD1031                          STATION DESCRIPTION
 FD1031
 FD1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1031'ABOUT 7.5 MILES SOUTH-SOUTHWEST OF LINDEN, ABOUT 8.5 MILES
 FD1031'NORTH-NORTHEAST OF
 FD1031'CLIFTON, 5 MILES SLIGHTLY NORTH BY WEST OF
 FD1031'FLATWOODS, ON MAIN GRAVEL HIGHWAY
 FD1031'BETWEEN CLIFTON AND STATE ROUTE 13,
 FD1031'15 FEET NORTHWEST OF TRIANGLE-BLAZED 14-INCH OAK
 FD1031'TREE, 32 FEET NORTH
 FD1031'OF CENTER LINE OF HIGHWAY, AND 18 FEET NORTHEAST OF 6-INCH
 FD1031'TWIN-HICKORY
 FD1031'TREE.  TO REACH FROM POST OFFICE IN FLATWOODS, GO NORTH
 FD1031'3.15 MILES ON ROUTE 13 (THIS
 FD1031'POINT IS ABOUT 8.75 MILES SOUTH OF
 FD1031'LINDEN ON ROUTE 13) TURN LEFT (WEST) ONTO DIRT
 FD1031'SIDE ROAD, FOLLOW THIS
 FD1031'ROAD 3.9 MILES, TURN LEFT ONTO GRAVEL ROAD, GO 1.45 MILES, KEEP
 FD1031'TO MAIN LEFT
 FD1031'FORK, CONTINUE 0.6 MILE AND TAKE RIGHT FORK, AND FOLLOW
 FD1031'MAIN GRAVEL ROAD 2.45 MILES
 FD1031'TO TOP OF GRADE AND STATION SITE.
 FD1031'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FD1031'STATION DISKS IN CONCRETE.
 FD1031'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FD1031'REFERENCE DISKS
 FD1031'IN CONCRETE.  NO 1 IS 12 FEET SOUTH OF CENTER LINE OF
 FD1031'ROAD, 32 FEET NORTHWEST
 FD1031'OF 8-INCH OAK TREE, AND 183.71 FEET FROM
 FD1031'STATION S 40 DEG 47 MIN E. NO 2
 FD1031'IS 18 FEET SOUTH OF CENTER
 FD1031'LINE OF ROAD, 30 FEET NORTH-NORTHWEST OF 8-INCH TWIN-OAK
 FD1031'TREE, AND
 FD1031'198.88 FEET FROM STATION N 72 DEG 59 MIN W.   AZIMUTH MARK IS
 FD1031'5 YARDS SOUTH OF
 FD1031'CENTER LINE OF ROAD, 3 YARDS NORTHEAST OF 10-INCH
 FD1031'OAK TREE, 6 YARDS WEST-NORTHWEST OF
 FD1031'8-INCH HICKORY TREE, AND 0.15
 FD1031'MILE BY ROAD FROM STATION S 53 DEG 24 MIN E.
 FD1031
 FD1031                          STATION RECOVERY (1950)
 FD1031
 FD1031'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (BCM)
 FD1031'STATION FOUND IN GOOD CONDITION.
 FD1031'
 FD1031'REFERENCE MARK 1 HAD BEEN DISTURBED, MARKER IS LOOSE.  STEEL POSTS
 FD1031'WITH CONTROL
 FD1031'MARKER SIGNS SET AS FOLLOWS-2 FEET S OF STATION MARK, 2
 FD1031'FEET E OF AZIMUTH MARK.
 FD1031
 FD1031                          STATION RECOVERY (1950)
 FD1031
 FD1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FD1031'11.2 MI NE FROM CLIFTON.
 FD1031'IN PERRY COUNTY, 11.15 MILES NORTHEAST ALONG THE LINDEN ROAD
 FD1031'FROM THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, 0.2 MILE NORTHWEST
 FD1031'OF THE JUNCTION OF A ROAD LEADING SOUTH, 35 FEET NORTHEAST OF THE
 FD1031'CENTERLINE OF THE ROAD, 46 FEET NORTHWEST OF A TRIANGULAR-BLAZED
 FD1031'8-INCH HICKORY TREE, 19 FEET EAST OF TWO TWIN 6-INCH HICKORY TREES,
 FD1031'39 FEET WEST OF A TRIPLE-TRUNK 10-INCH OAK TREE, 2 FEET SOUTHEAST
 FD1031'OF A WHITE WOODEN WITNESS POST, 2 FEET NORTH OF A STEEL POST WITH
 FD1031'A CONTROL-MARKER SIGN, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 FD1031'STANDARD TRIANGULATION-STATION DISK, STAMPED MAYBERRY 1934
 FD1031'AND SET IN THE TOP OF A CONCRETE POST.
 FD1031
 FD1031                          STATION RECOVERY (1962)
 FD1031
 FD1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1031'THE STATION AND REFERENCE MARK NO 2 WERE RECOVERED AND FOUND IN GOOD
 FD1031'CONDITION.  REFERENCE MARK NO
 FD1031'1 AND THE AZIMUTH MARK WERE FOUND LYING ALONG SIDE
 FD1031'THE ROAD AND THE DISK WERE REMOVED
 FD1031'FOR SUBMISSION TO THE WASHINGTON
 FD1031'OFFICE.  THE ORIGINAL DESCRIPTION IS NO LONGER
 FD1031'ADEQUATE.  FOLLOWING
 FD1031'IS A NEW AND COMPLETE DESCRIPTION.
 FD1031'
 FD1031'THE STATION IS NEAR THE SUMMIT OF THE HARDIN RIDGE ABOUT 8.5 MILES
 FD1031'NORTH NORTHEAST OF
 FD1031'CLIFTON, 7.5 MILES SOUTH-SOUTHWEST OF LINDEN, 5 MILES
 FD1031'WEST-NORTHWEST OF FLAT WOODS,
 FD1031'ADN ALONG THE RIGHT-OF-WAY OF THE
 FD1031'LINDEN-CLIFTON ROAD.
 FD1031'
 FD1031'TO REACH FROM THE POST OFFICE IN CLIFTON, GO NORTH ON STATE ROUTE 114
 FD1031'FOR 0.15 MILE TO WHERE
 FD1031'STATE ROUTE 114 MEETS THE FERRY ON THE TENNESSEE RIVER
 FD1031'AND A PAVED CROSSROAD.  HERE
 FD1031'TURN RIGHT ON THE LINDEN-CLIFTON ROAD
 FD1031'AND GO EAST AND NORTH ALONG THE RIVER FOR 4.8
 FD1031'MILES TO A STEEL BRIDGE
 FD1031'ACROSS BEECH CREEK, CONTINUE NORTH AND NORTHEASTERLY ON THE
 FD1031'LINDEN-CLIFTON ROAD FOR 6.5 MILES TO WHERE THE ROAD STARTS CURVING
 FD1031'EAST AND SOUTHEAST
 FD1031'AND THE STATION ON THE LEFT.
 FD1031'
 FD1031'THE STATION IS 41 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FD1031'LINDEN-CLIFTON ROAD, 10
 FD1031'FEET WEST OF A 10-INCH PINE TREE, 2.0 FEET NORTH OF A METAL
 FD1031'WITNESS POST AND TVA SIGN,
 FD1031'AND 1.2 FEET EAST OF A WHITE, WOODEN
 FD1031'WITNESS POST.  IT IS A STANDARD DISK SET IN
 FD1031'THE TOP OF A 12-INCH,
 FD1031'ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK
 FD1031'IS STAMPED  MAYBERRY 1934.
 FD1031'
 FD1031'REFERENCE MARK NO 2 IS ALONG THE SOUTH RIGHT-OF-WAY OF THE
 FD1031'LINDEN-CLIFTON ROAD, 27 FEET
 FD1031'NORTH OF A BLAZED, TWIN TRUNKED OAK TREE AND 18 FEET SOUTH OF
 FD1031'THE APPROXIMATE CENTER OF
 FD1031'THE LINDEN-CLIFTON ROAD.  IT IS A STANDARD
 FD1031'DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1031'CONCRETE MONUMENT THAT
 FD1031'PROJECTS 10 INCHES AND THE DISK IS STAMPED MAYBERRY NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1030 ***********************************************************************
 FD1030  DESIGNATION -  MAYBERRY AZ MK
 FD1030  PID         -  FD1030
 FD1030  STATE/COUNTY-  TN/PERRY
 FD1030  USGS QUAD   -  CLIFTON (1972)
 FD1030
 FD1030                         *CURRENT SURVEY CONTROL
 FD1030  ___________________________________________________________________
 FD1030* NAD 83(1986)-  35 29 33.     (N)    087 55 30.     (W)     SCALED    
 FD1030* NAVD 88     -       230.746  (meters)     757.04   (feet)  ADJUSTED  
 FD1030  ___________________________________________________________________
 FD1030  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1030  DYNAMIC HT  -         230.535 (meters)     756.35  (feet)  COMP
 FD1030  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 FD1030
 FD1030  VERT ORDER  -  FIRST     CLASS II
 FD1030
 FD1030.The horizontal coordinates were scaled from a topographic map and have
 FD1030.an estimated accuracy of +/- 6 seconds.
 FD1030
 FD1030.The orthometric height was determined by differential leveling
 FD1030.and adjusted by the National Geodetic Survey in June 1991..
 FD1030
 FD1030.The geoid height was determined by GEOID03.
 FD1030
 FD1030.The dynamic height is computed by dividing the NAVD 88
 FD1030.geopotential number by the normal gravity value computed on the
 FD1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1030.degrees latitude (g = 980.6199 gals.).
 FD1030
 FD1030.The modeled gravity was interpolated from observed gravity values.
 FD1030
 FD1030;                    North         East    Units  Estimated Accuracy
 FD1030;SPC TN       -   130,330.      425,350.      MT  (+/- 180 meters Scaled)
 FD1030
 FD1030                          SUPERSEDED SURVEY CONTROL
 FD1030
 FD1030  NGVD 29 (??/??/92)  230.753  (m)          757.06   (f) ADJ UNCH    1 2
 FD1030
 FD1030.Superseded values are not recommended for survey control.
 FD1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1030.See file dsdata.txt to determine how the superseded data were derived.
 FD1030
 FD1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE161280(NAD 83)
 FD1030_MARKER: DR = REFERENCE MARK DISK
 FD1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1030_STAMPING: MAYBERRY AZI 1934
 FD1030_MARK LOGO: CGS   
 FD1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1030+STABILITY: SURFACE MOTION
 FD1030
 FD1030  HISTORY     - Date     Condition        Report By
 FD1030  HISTORY     - 1934     MONUMENTED       CGS
 FD1030  HISTORY     - 1950     GOOD             NGS
 FD1030
 FD1030                          STATION DESCRIPTION
 FD1030
 FD1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1030'11.2 MI NE FROM CLIFTON.
 FD1030'IN PERRY COUNTY, 11.25 MILES NORTHEAST ALONG THE LINDEN ROAD
 FD1030'FROM THE RIVERSIDE HOTEL AT CLIFTON, WAYNE COUNTY, 0.15 MILE
 FD1030'WEST OF THE JUNCTION OF A ROAD LEADING SOUTH, 16 FEET SOUTHWEST
 FD1030'OF THE CENTERLINE OF THE ROAD, 20 FEET EAST OF A BLAZED 8-INCH
 FD1030'OAK TREE, 18 FEET NORTHWEST OF A BLAZED 10-INCH OAK TREE, 11 FEET
 FD1030'NORTHEAST OF A BLAZED 6-INCH OAK TREE, 2 FEET SOUTHEAST OF
 FD1030'A WHITE WOODEN WITNESS POST, 2 FEET WEST OF A STEEL POST WITH
 FD1030'A CONTROL-MARKER SIGN, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 FD1030'ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED MAYBERRY
 FD1030'AZI 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1032 ***********************************************************************
 FD1032  DESIGNATION -  MAYBERRY RM 1
 FD1032  PID         -  FD1032
 FD1032  STATE/COUNTY-  TN/PERRY
 FD1032  USGS QUAD   -  CLIFTON (1972)
 FD1032
 FD1032                         *CURRENT SURVEY CONTROL
 FD1032  ___________________________________________________________________
 FD1032* NAD 83(1986)-  35 29 38.     (N)    087 55 38.     (W)     SCALED    
 FD1032* NAVD 88     -       230.690  (meters)     756.86   (feet)  ADJUSTED  
 FD1032  ___________________________________________________________________
 FD1032  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1032  DYNAMIC HT  -         230.478 (meters)     756.16  (feet)  COMP
 FD1032  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FD1032
 FD1032  VERT ORDER  -  FIRST     CLASS II
 FD1032
 FD1032.The horizontal coordinates were scaled from a topographic map and have
 FD1032.an estimated accuracy of +/- 6 seconds.
 FD1032
 FD1032.The orthometric height was determined by differential leveling
 FD1032.and adjusted by the National Geodetic Survey in June 1991..
 FD1032
 FD1032.The geoid height was determined by GEOID03.
 FD1032
 FD1032.The dynamic height is computed by dividing the NAVD 88
 FD1032.geopotential number by the normal gravity value computed on the
 FD1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1032.degrees latitude (g = 980.6199 gals.).
 FD1032
 FD1032.The modeled gravity was interpolated from observed gravity values.
 FD1032
 FD1032;                    North         East    Units  Estimated Accuracy
 FD1032;SPC TN       -   130,490.      425,150.      MT  (+/- 180 meters Scaled)
 FD1032
 FD1032                          SUPERSEDED SURVEY CONTROL
 FD1032
 FD1032  NGVD 29 (??/??/92)  230.697  (m)          756.88   (f) ADJ UNCH    1 2
 FD1032
 FD1032.Superseded values are not recommended for survey control.
 FD1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1032.See file dsdata.txt to determine how the superseded data were derived.
 FD1032
 FD1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE159282(NAD 83)
 FD1032_MARKER: DR = REFERENCE MARK DISK
 FD1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1032_STAMPING: MAYBERRY NO 1 1934
 FD1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1032+STABILITY: SURFACE MOTION
 FD1032
 FD1032  HISTORY     - Date     Condition        Report By
 FD1032  HISTORY     - 1934     MONUMENTED       CGS
 FD1032  HISTORY     - 1947     GOOD             NGS
 FD1032  HISTORY     - 1950     POOR             NGS
 FD1032
 FD1032                          STATION DESCRIPTION
 FD1032
 FD1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1032'11.2 MI NE FROM CLIFTON.
 FD1032'ABOUT 11.15 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE
 FD1032'RIVERSIDE HOTEL AT CLIFTON, ABOUT 0.2 MILE NORTHWEST OF THE
 FD1032'JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 183 FEET SOUTHEAST AND
 FD1032'ACROSS THE ROAD FROM MAYBERRY STA., 15 FEET SOUTHWEST OF THE
 FD1032'CENTER LINE OF THE ROAD, 52 FEET EAST OF A 12-INCH TRIANGULAR
 FD1032'BLAZED OAK TREE, 35 FEET NORTHWEST OF A 10-INCH TRIANGULAR BLAZED
 FD1032'OAK TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 FD1032'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD1032'8 INCHES.
 FD1032
 FD1032                          STATION RECOVERY (1950)
 FD1032
 FD1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FD1032'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1033 ***********************************************************************
 FD1033  DESIGNATION -  MAYBERRY RM 2
 FD1033  PID         -  FD1033
 FD1033  STATE/COUNTY-  TN/PERRY
 FD1033  USGS QUAD   -  CLIFTON (1972)
 FD1033
 FD1033                         *CURRENT SURVEY CONTROL
 FD1033  ___________________________________________________________________
 FD1033* NAD 83(1986)-  35 29 38.     (N)    087 55 38.     (W)     SCALED    
 FD1033* NAVD 88     -       230.560  (meters)     756.43   (feet)  ADJUSTED  
 FD1033  ___________________________________________________________________
 FD1033  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FD1033  DYNAMIC HT  -         230.349 (meters)     755.74  (feet)  COMP
 FD1033  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FD1033
 FD1033  VERT ORDER  -  FIRST     CLASS II
 FD1033
 FD1033.The horizontal coordinates were scaled from a topographic map and have
 FD1033.an estimated accuracy of +/- 6 seconds.
 FD1033
 FD1033.The orthometric height was determined by differential leveling
 FD1033.and adjusted by the National Geodetic Survey in June 1991..
 FD1033
 FD1033.The geoid height was determined by GEOID03.
 FD1033
 FD1033.The dynamic height is computed by dividing the NAVD 88
 FD1033.geopotential number by the normal gravity value computed on the
 FD1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1033.degrees latitude (g = 980.6199 gals.).
 FD1033
 FD1033.The modeled gravity was interpolated from observed gravity values.
 FD1033
 FD1033;                    North         East    Units  Estimated Accuracy
 FD1033;SPC TN       -   130,490.      425,150.      MT  (+/- 180 meters Scaled)
 FD1033
 FD1033                          SUPERSEDED SURVEY CONTROL
 FD1033
 FD1033  NGVD 29 (??/??/92)  230.567  (m)          756.45   (f) ADJ UNCH    1 2
 FD1033
 FD1033.Superseded values are not recommended for survey control.
 FD1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1033.See file dsdata.txt to determine how the superseded data were derived.
 FD1033
 FD1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE159282(NAD 83)
 FD1033_MARKER: DR = REFERENCE MARK DISK
 FD1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1033_STAMPING: MAYBERRY NO 2 1934
 FD1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1033+STABILITY: SURFACE MOTION
 FD1033
 FD1033  HISTORY     - Date     Condition        Report By
 FD1033  HISTORY     - 1934     MONUMENTED       CGS
 FD1033  HISTORY     - 1947     GOOD             NGS
 FD1033
 FD1033                          STATION DESCRIPTION
 FD1033
 FD1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FD1033'11.1 MI NE FROM CLIFTON.
 FD1033'ABOUT 11.1 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE
 FD1033'RIVERSIDE HOTEL AT CLIFTON, ABOUT 0.25 MILE NORTHWEST OF THE
 FD1033'JUNCTION OF A ROAD LEADING SOUTH, 198 FEET NORTHWEST AND
 FD1033'ACROSS THE ROAD FROM THE STATION, 41 FEET NORTH OF AN 8-INCH
 FD1033'TRIANGULAR BLAZED 8-INCH OAK TREE, 27 FEET NORTHEAST OF A TWIN
 FD1033'8-INCH BLAZED OAK TREE, 19 FEET SOUTHWEST OF THE CENTER LINE OF
 FD1033'THE ROAD, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1
 FD1033'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD1033'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2301 ***********************************************************************
 GC2301  DESIGNATION -  MAYCHE
 GC2301  PID         -  GC2301
 GC2301  STATE/COUNTY-  TN/DAVIDSON
 GC2301  USGS QUAD   -  OAK HILL (1968)
 GC2301
 GC2301                         *CURRENT SURVEY CONTROL
 GC2301  ___________________________________________________________________
 GC2301* NAD 83(1995)-  36 02 49.01308(N)    086 49 46.80747(W)     ADJUSTED  
 GC2301* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 GC2301  ___________________________________________________________________
 GC2301  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2301  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2301
 GC2301  HORZ ORDER  -  FIRST
 GC2301
 GC2301.The horizontal coordinates were established by classical geodetic methods
 GC2301.and adjusted by the National Geodetic Survey in April 1999..
 GC2301
 GC2301.The orthometric height was scaled from a topographic map.
 GC2301
 GC2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2301
 GC2301.The geoid height was determined by GEOID03.
 GC2301
 GC2301;                    North         East     Units Scale Factor Converg.
 GC2301;SPC TN       -   190,441.413   525,242.609   MT  0.99995528   -0 29 08.6
 GC2301;SPC TN       -   624,806.54  1,723,233.46   sFT  0.99995528   -0 29 08.6
 GC2301;UTM  16      - 3,989,169.122   515,342.454   MT  0.99960290   +0 06 00.8
 GC2301
 GC2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2301!SPC TN       -   0.99994963  x   0.99995528  =   0.99990491
 GC2301!UTM  16      -   0.99994963  x   0.99960290  =   0.99955255
 GC2301
 GC2301:                Primary Azimuth Mark                     Grid Az
 GC2301:SPC TN       -  MAYCHE AZ MK                             129 29 04.5
 GC2301:UTM  16      -  MAYCHE AZ MK                             128 53 55.1
 GC2301
 GC2301|---------------------------------------------------------------------|
 GC2301| PID    Reference Object                     Distance      Geod. Az  |
 GC2301|                                                           dddmmss.s |
 GC2301| CG6881 MAYCHE AZ MK                                       1285955.9 |
 GC2301| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX. 6.4 KM 1470626.1 |
 GC2301| CG6882 MAYCHE RM 1                          37.225 METERS 19015     |
 GC2301| FD1522 DALLAS LOUISVILLE AWY BCN 60        APPROX.41.3 KM 2524234.8 |
 GC2301| GC2294 AIRWAY BEACON 63                    APPROX. 3.9 KM 2924834.9 |
 GC2301| CG6883 MAYCHE RM 2                          41.651 METERS 31953     |
 GC2301|---------------------------------------------------------------------|
 GC2301
 GC2301                          SUPERSEDED SURVEY CONTROL
 GC2301
 GC2301  NAD 83(1995)-  36 02 49.01544(N)    086 49 46.80920(W) AD(       ) 1
 GC2301  NAD 83(1995)-  36 02 49.01635(N)    086 49 46.80921(W) AD(       ) 1
 GC2301  NAD 83(1986)-  36 02 49.02354(N)    086 49 46.81051(W) AD(       ) 1
 GC2301  NAD 27      -  36 02 48.80500(N)    086 49 46.80900(W) AD(       ) 1
 GC2301
 GC2301.Superseded values are not recommended for survey control.
 GC2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2301.See file dsdata.txt to determine how the superseded data were derived.
 GC2301
 GC2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1534289169(NAD 83)
 GC2301_MARKER: DS = TRIANGULATION STATION DISK
 GC2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2301_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2301
 GC2301  HISTORY     - Date     Condition        Report By
 GC2301  HISTORY     - 1935     MONUMENTED       CGS
 GC2301  HISTORY     - 1948     GOOD             OMAN
 GC2301  HISTORY     - 1953     SEE DESCRIPTION  CGS
 GC2301
 GC2301                          STATION DESCRIPTION
 GC2301
 GC2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 GC2301'ABOUT 8-1/2 MILES SOUTH-SOUTHWEST OF STATE CAPITOL IN NASHVILLE,
 GC2301'2-1/2 MILES WEST-NORTHWEST OF BRENTWOOD, 3/4 MILE NORTH OF
 GC2301'WILLIAMSON-DAVIDSON COUNTY LINE, ON FLAT TOP OF HIGH WOODED HILL, AND
 GC2301'ON PROPERTY OWNED BY ANDREW MAYCHE.  TO REACH FROM BROADWAY IN
 GC2301'NASHVILLE, GO SOUTH 8.65 MILES ON U.S. ROUTE 31 (EIGHTH STREET) TO
 GC2301'GRAVEL ROAD LEADING RIGHT AT SUMMIT OF HIGHWAY GRADE, TURN RIGHT,
 GC2301'PASS BETWEEN GULF SERVICE STATION AND INTERURBAN RAILROAD POWER
 GC2301'STATION, CROSS RAILROAD TRACKS, PROCEED WEST 1.9 MILES TO
 GC2301'CROSSROADS, CONTINUE WEST 0.15 MILE TO T-ROAD, TURN RIGHT, PROCEED
 GC2301'0.85 MILE TO MAYCHES HOUSE ON NORTH SIDE OF ROAD AND THEN
 GC2301'FOLLOW TRAIL UP HILL TO STATION SITE.  STATION IS ABOUT 0.3 MILE
 GC2301'NORTHEAST OF MAYCHES HOUSE AND 29.5 FEET SOUTH OF 15-INCH
 GC2301'HICKORY TREE WITH TRIANGULAR BLAZE ON SOUTH SIDE.  SURFACE AND
 GC2301'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2301'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND.  REFERENCE
 GC2301'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2301'REFERENCE MARK NO. 1, PROJECTING 5 INCHES ABOVE GROUND, IS
 GC2301'ON SOUTH SLOPE OF HILL, 30 FEET SOUTH OF 30-INCH OAK TREE, AND ABOUT
 GC2301'4 FEET LOWER THAN AND 122.13 FEET FROM STATION, S 10 DEG 15 MIN W.
 GC2301'REFERENCE MARK NO. 2, PROJECTING 4 INCHES ABOVE GROUND, IS
 GC2301'ON CREST OF RIDGE NEAR CENTER OF LARGE CLEARING, 80 FEET NORTHWEST OF
 GC2301'DOUBLE HICKORY TREE, AND 136.65 FEET FROM STATION, N 40 DEG 07 MIN W.
 GC2301'AZIMUTH MARK, PROJECTING 4 INCHES ABOVE GROUND, IS VISIBLE
 GC2301'FROM GROUND THROUGH TREES IN WINTER, AND IS ABOUT 0.15 MILE EAST
 GC2301'OF CROSSROADS, 25 FEET NORTH OF CENTER LINE OF ROAD FROM BRENTWOOD TO
 GC2301'STATION, 9 FEET NORTH OF RIGHT-OF-WAY FENCE, 5 FEET EAST OF
 GC2301'FENCE, 8 FEET NORTHEAST OF 60-INCH MAPLE TREE, AND APPROXIMATELY 1.2
 GC2301'MILES FROM STATION, S 51 DEG 00 MIN 08 SEC E.  AIRWAY BEACON
 GC2301'NO. 63 (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS
 GC2301'VISIBLE FROM GROUND THROUGH TREES IN WINTER.  RADIO STATION WSM,
 GC2301'LIGHT ON TOWER, FLASHING RED, DISTANT 4 MILES, IS VISIBLE FROM
 GC2301'GROUND THROUGH TREES IN WINTER, S 32 DEG 53 MIN 23 SEC E.
 GC2301
 GC2301                          STATION RECOVERY (1948)
 GC2301
 GC2301'RECOVERY NOTE BY OMAN CONSTRUCTION COMPANY 1948 (BTR)
 GC2301'LETTERS OF B.T. RILEY AND R.H. GODWIN, OMAN CONSTRUCTION CO.,
 GC2301'NASHVILLE, TENN., DATED 3/7/47 AND 3/3/48-
 GC2301'
 GC2301'REFERENCE MARK 2 WAS DESTROYED DUE TO THE CONSTRUCTION OF A STATION
 GC2301'HOUSE OF WSIX BROADCASTING STATION.  REFERENCE MARK DISK STAMPED
 GC2301'MAYCHE NO 2 1933 WAS RECEIVED AT THIS OFFICE 3/5/48.
 GC2301'
 GC2301'A DISTANCE OF 116.28 FEET WAS MEASURED FROM THE STATION MARK TO THE
 GC2301'CORNER OF FIFTH BRICK ABOVE THE FOUNDATION WHERE THE NEW BUILDING AND
 GC2301'CAR SHED JOIN.  AN ANGLE OF 118 DEG. 31 MIN. 00 SEC. WAS MEASURED AT
 GC2301'THE STATION MARK FROM R.M. 1 TO THE CORNER OF FIFTH BRICK ABOVE
 GC2301'THE FOUNDATION.
 GC2301
 GC2301                          STATION RECOVERY (1953)
 GC2301
 GC2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2301'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK WAS FOUND IN GOOD
 GC2301'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 HAVE BEEN DESTROYED.
 GC2301'THE AZIMUTH MARK WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.
 GC2301'THE STATION MARK WAS DESTROYED AT THE REQUEST OF THE PROPERTY
 GC2301'OWNER.  A NEW STATION, MAYCHE 2 1953, WAS ESTABLISHED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2302 ***********************************************************************
 GC2302  DESIGNATION -  MAYCHE 2
 GC2302  PID         -  GC2302
 GC2302  STATE/COUNTY-  TN/DAVIDSON
 GC2302  USGS QUAD   -  OAK HILL (1968)
 GC2302
 GC2302                         *CURRENT SURVEY CONTROL
 GC2302  ___________________________________________________________________
 GC2302* NAD 83(1995)-  36 02 49.13076(N)    086 49 47.21880(W)     ADJUSTED  
 GC2302* NAVD 88     -       339.3    (meters)    1113.     (feet)  VERTCON   
 GC2302  ___________________________________________________________________
 GC2302  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GC2302  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2302
 GC2302  HORZ ORDER  -  SECOND
 GC2302
 GC2302.The horizontal coordinates were established by classical geodetic methods
 GC2302.and adjusted by the National Geodetic Survey in April 1999..
 GC2302
 GC2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2302
 GC2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2302
 GC2302.The geoid height was determined by GEOID03.
 GC2302
 GC2302;                    North         East     Units Scale Factor Converg.
 GC2302;SPC TN       -   190,445.127   525,232.345   MT  0.99995528   -0 29 08.8
 GC2302;SPC TN       -   624,818.72  1,723,199.79   sFT  0.99995528   -0 29 08.8
 GC2302;UTM  16      - 3,989,172.729   515,332.156   MT  0.99960290   +0 06 00.6
 GC2302
 GC2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2302!SPC TN       -   0.99995131  x   0.99995528  =   0.99990659
 GC2302!UTM  16      -   0.99995131  x   0.99960290  =   0.99955423
 GC2302
 GC2302:                Primary Azimuth Mark                     Grid Az
 GC2302:SPC TN       -  DILLON                                   018 46 11.1
 GC2302:UTM  16      -  DILLON                                   018 11 01.7
 GC2302
 GC2302|---------------------------------------------------------------------|
 GC2302| PID    Reference Object                     Distance      Geod. Az  |
 GC2302|                                                           dddmmss.s |
 GC2302| GC2254 DILLON                              APPROX.13.5 KM 0181702.3 |
 GC2302| GC2263 NASHVILLE FERRO CORP STACK          APPROX.12.1 KM 0335304.0 |
 GC2302| GC2301 MAYCHE                               10.916 METERS 10924     |
 GC2302| FD1491 NASHVILLE RADIO STA WSM MAST        APPROX. 6.5 KM 1470252.6 |
 GC2302| GC2308 STATE POLICE RADIO MAST              32.000 METERS 15151     |
 GC2302| CG6884 MAYCHE 2 RM 1                        26.113 METERS 19911     |
 GC2302| GC2314 AIRWAY BEACON 63                    APPROX. 5.3 KM 3001926.8 |
 GC2302| CG6885 MAYCHE 2 RM 2                        24.007 METERS 33517     |
 GC2302| GC2303 NASHVILLE RADIO WSIX FM MAST         42.121 METERS 33947     |
 GC2302|---------------------------------------------------------------------|
 GC2302
 GC2302                          SUPERSEDED SURVEY CONTROL
 GC2302
 GC2302  NAD 83(1995)-  36 02 49.13312(N)    086 49 47.22053(W) AD(       ) 2
 GC2302  NAD 83(1995)-  36 02 49.13403(N)    086 49 47.22053(W) AD(       ) 2
 GC2302  NAD 83(1986)-  36 02 49.14126(N)    086 49 47.22198(W) AD(       ) 2
 GC2302  NAD 27      -  36 02 48.92300(N)    086 49 47.22000(W) AD(       ) 2
 GC2302  NGVD 29 (07/19/86)  339.3    (m)         1113.     (f) VERT ANG       
 GC2302
 GC2302.Superseded values are not recommended for survey control.
 GC2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2302.See file dsdata.txt to determine how the superseded data were derived.
 GC2302
 GC2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1533289173(NAD 83)
 GC2302_MARKER: DS = TRIANGULATION STATION DISK
 GC2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2302
 GC2302  HISTORY     - Date     Condition        Report By
 GC2302  HISTORY     - 1953     MONUMENTED       CGS
 GC2302  HISTORY     - 1960     GOOD             CGS
 GC2302  HISTORY     - 1962     GOOD             CGS
 GC2302  HISTORY     - 1963     GOOD             TNHD
 GC2302
 GC2302                          STATION DESCRIPTION
 GC2302
 GC2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2302'STATION IS LOCATED IN A GRASSY PLOT OF GROUND AT THE FRONT OF THE
 GC2302'WSIX FM TRANSMITTER BUILDING ABOUT 7 MILES SOUTH OF NASHVILLE.  IT
 GC2302'IS 85 FEET SOUTH OF THE FRONT ENTRANCE TO THE BUILDING ON AN EXTENDED
 GC2302'LINE OF THE SIDEWALK LEADING FROM THE BUILDING, 25 FEET SOUTHWEST
 GC2302'OF A 15 INCH HICKORY TREE AND 23 FEET SOUTHEAST OF A 16 INCH WALNUT
 GC2302'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MAYCHE 2 1953.
 GC2302'
 GC2302'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE NORTHWEST CORNER OF A
 GC2302'CONCRETE BLOCK BUILDING, 17 FEET SOUTH OF A 20 INCH HICKORY TREE
 GC2302'AND 11 FEET NORTH OF THE CENTER OF A PAVED DRIVEWAY.  THE MARK IS
 GC2302'FLUSH AND THE DISK IS STAMPED MAYCHE 2 1953.
 GC2302'
 GC2302'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF THE FRONT ENTRANCE OF THE
 GC2302'TRANSMITTER BUILDING.  THE DISK IS SET FLUSH IN A DRILL HOLE IN
 GC2302'THE CONCRETE SIDEWALK AND IT IS STAMPED MAYCHE 2 1953.
 GC2302'
 GC2302'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70S AND STATE
 GC2302'HIGHWAY 100, AT THE WEST SIDE OF THE BELLEMEADE SECTION OF
 GC2302'NASHVILLE, GO WEST ON HIGHWAY 100 FOR 3.15 MILES TO A PAVED ROAD LEFT
 GC2302'(OLD HICKORY BOULEVARD).  TURN LEFT AND GO SOUTH FOR 2.7 MILES TO THE
 GC2302'JUNCTION OF STATE HIGHWAY 106.  CONTINUE SOUTH ON OLD HICKORY
 GC2302'BOULEVARD FOR 1.95 MILES TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 GC2302'NORTH UP STEEP, WINDING ROAD FOR 0.55 MILE TO THE TRANSMITTER STATION
 GC2302'AND THE STATION AS DESCRIBED.
 GC2302'
 GC2302'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2302
 GC2302                          STATION RECOVERY (1960)
 GC2302
 GC2302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC2302'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 GC2302'EXCELLENT CONDITION.  THE AREA SURROUNDING THE STATION IS NOW A
 GC2302'PARKING AREA COVERED WITH OILED GRAVEL.  A NEW TRANSMITTER TOWER, 943
 GC2302'FEET IN HEIGHT, HAS BEEN ERECTED ON THE HILL AND WAS LOCATED BY
 GC2302'INTERSECTION.
 GC2302'
 GC2302'THE MEASUREMENTS AND OBSERVATIONS ON THE REFERENCE MARKS CHECKED
 GC2302'THOSE OF 1953.
 GC2302'
 GC2302'TO REACH FROM THE INTERSECTION OF FRANKLIN PIKE AND OLD HICKORY
 GC2302'BOULEVARD IN BRENTWOOD, GO WEST ON OLD HICKORY BOULEVARD FOR 2.1
 GC2302'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY FOR 0.6 MILE
 GC2302'TO THE TOP OF THE HILL AND STATION.
 GC2302
 GC2302                          STATION RECOVERY (1962)
 GC2302
 GC2302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 GC2302'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GC2302'CONDITION AS DESCRIBED IN THE 1960 RECOVERY NOTE.  THE TO REACH IS
 GC2302'COMPLETELY ADEQUATE.
 GC2302
 GC2302                          STATION RECOVERY (1963)
 GC2302
 GC2302'RECOVERY NOTE BY TN HIGHWAY DEPT 1963 (JAG)
 GC2302'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 GC2302'1960 AND THE 1960 DESCRIPTION IS COMPLETELY ADEQUATE.  OBSERVATIONS
 GC2302'WERE MADE FROM A 64 AND A 74 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2583 ***********************************************************************
 GA2583  DESIGNATION -  MAYS
 GA2583  PID         -  GA2583
 GA2583  STATE/COUNTY-  TN/KNOX
 GA2583  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2583
 GA2583                         *CURRENT SURVEY CONTROL
 GA2583  ___________________________________________________________________
 GA2583* NAD 83(1995)-  36 03 12.12388(N)    083 55 24.36872(W)     ADJUSTED  
 GA2583* NAVD 88     -       383.231  (meters)    1257.32   (feet)  ADJUSTED  
 GA2583  ___________________________________________________________________
 GA2583  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GA2583  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2583  DYNAMIC HT  -         382.875 (meters)    1256.15  (feet)  COMP
 GA2583  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 GA2583
 GA2583  HORZ ORDER  -  SECOND
 GA2583  VERT ORDER  -  SECOND    CLASS 0
 GA2583
 GA2583.The horizontal coordinates were established by classical geodetic methods
 GA2583.and adjusted by the National Geodetic Survey in April 1999..
 GA2583
 GA2583.The orthometric height was determined by differential leveling
 GA2583.and adjusted by the National Geodetic Survey in June 1991..
 GA2583
 GA2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2583
 GA2583.The geoid height was determined by GEOID03.
 GA2583
 GA2583.The dynamic height is computed by dividing the NAVD 88
 GA2583.geopotential number by the normal gravity value computed on the
 GA2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2583.degrees latitude (g = 980.6199 gals.).
 GA2583
 GA2583.The modeled gravity was interpolated from observed gravity values.
 GA2583
 GA2583;                    North         East     Units Scale Factor Converg.
 GA2583;SPC TN       -   192,821.661   787,082.133   MT  0.99995570   +1 12 56.5
 GA2583;SPC TN       -   632,615.73  2,582,285.30   sFT  0.99995570   +1 12 56.5
 GA2583;UTM  17      - 3,993,823.705   236,659.921   MT  1.00045458   -1 43 17.6
 GA2583;UTM  16      - 3,994,249.284   777,137.737   MT  1.00054649   +1 48 42.6
 GA2583
 GA2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2583!SPC TN       -   0.99994468  x   0.99995570  =   0.99990038
 GA2583!UTM  17      -   0.99994468  x   1.00045458  =   1.00039924
 GA2583!UTM  16      -   0.99994468  x   1.00054649  =   1.00049114
 GA2583
 GA2583|---------------------------------------------------------------------|
 GA2583| PID    Reference Object                     Distance      Geod. Az  |
 GA2583|                                                           dddmmss.s |
 GA2583| GA2584 MAYS RM 1                             5.121 METERS 00757     |
 GA2583| GA2582 MAYS RM 2                             3.986 METERS 19831     |
 GA2583| GA2578 LUCK                                APPROX. 2.1 KM 3492817.4 |
 GA2583|---------------------------------------------------------------------|
 GA2583
 GA2583                          SUPERSEDED SURVEY CONTROL
 GA2583
 GA2583  NAD 83(1995)-  36 03 12.13143(N)    083 55 24.36735(W) AD(       ) 2
 GA2583  NAD 83(1995)-  36 03 12.13168(N)    083 55 24.36714(W) AD(       ) 2
 GA2583  NAD 83(1995)-  36 03 12.13211(N)    083 55 24.36754(W) AD(       ) 2
 GA2583  NAD 83(1986)-  36 03 12.13744(N)    083 55 24.36555(W) AD(       ) 2
 GA2583  NAD 27      -  36 03 11.84368(N)    083 55 24.69753(W) AD(       ) 2
 GA2583  NGVD 29 (??/??/92)  383.349  (m)         1257.70   (f) ADJ UNCH    2 0
 GA2583
 GA2583.Superseded values are not recommended for survey control.
 GA2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2583.See file dsdata.txt to determine how the superseded data were derived.
 GA2583
 GA2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3666093824(NAD 83)
 GA2583_MARKER: DD = SURVEY DISK
 GA2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2583_STAMPING: MAYS 1964
 GA2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2583+STABILITY: SURFACE MOTION
 GA2583
 GA2583  HISTORY     - Date     Condition        Report By
 GA2583  HISTORY     - 1964     MONUMENTED       TNHD
 GA2583  HISTORY     - 1964     GOOD             TNHD
 GA2583  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2583  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2583
 GA2583                          STATION DESCRIPTION
 GA2583
 GA2583'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2583'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF DOWNTOWN KNOXVILLE.
 GA2583'
 GA2583'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 441 AND ST.
 GA2583'RT. 33 AT HALLS
 GA2583'CROSSROADS, GO 2.0 MILES SOUTH ON U.S.  HIGHWAY 441 TO A
 GA2583'BANK OF A HIGHWAY CUT ON
 GA2583'THE LEFT AND THE STATION ON THE TOP OF THE
 GA2583'BANK AS DESCRIBED.
 GA2583'
 GA2583'THE STATION IS ABOUT 50 FEET ABOVE THE ROAD, ABOUT 150 FEET EAST OF
 GA2583'THE APPROXIMATE
 GA2583'CENTER OF THE HIGHWAY, 14 FEET WEST OF A 12-INCH
 GA2583'TRIPLE-TRUNKED MAPLE TREE, 10
 GA2583'FEET SOUTH OF THE APPROXIMATE CENTER OF
 GA2583'A PAVED DRIVE, 3 FEET EAST OF THE EDGE OF THE
 GA2583'CUT, 3 FEET EAST OF THE
 GA2583'END OF A GUARDRAIL AND 2.9 FEET NORTH OF A WITNESS POST.  THE
 GA2583'SURFACE AND
 GA2583'UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS
 GA2583'AND THE DISKS ARE
 GA2583'STAMPED MAYS 1964.  THE UNDERGROUND MARK IS ABOUT
 GA2583'36 INCHES BELOW THE SURFACE.  THE
 GA2583'SURFACE DISK IS SET IN A 10-INCH
 GA2583'SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2583'
 GA2583'REFERENCE MARK NO.1 IS 8 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GA2583'PAVED ROAD, 7 FEET
 GA2583'SOUTH OF A GUY WIRE POLE, 2 FEET EAST OF THE END OF A
 GA2583'GUARDRAIL AND 2 FEET EAST OF
 GA2583'THE EDGE OF THE CUT.  IT IS A STANDARD
 GA2583'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2583'10-INCH SQUARE, FLUSH,
 GA2583'CONCRETE MONUMENT AND THE DISK IS STAMPED MAYS RM-1 1964.
 GA2583'
 GA2583'REFERENCE MARK NO. 2 IS 21 FEET SOUTHWEST OF A 12-INCH TRIPLE-TRUNKED
 GA2583'MAPLE TREE, 13 FEET
 GA2583'SOUTH OF THE END OF A GUARDRAIL, 10 FEET SOUTH OF A
 GA2583'WITNESS POST AND 3 FEET EAST OF
 GA2583'THE EDGE OF THE BANK.  IT IS A
 GA2583'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK AND THE
 GA2583'DISK IS STAMPED
 GA2583'MAYS RM-2 1964.
 GA2583'
 GA2583'THE TRAVERSE GROUND STATION LUCK WILL SERVE AS THE AZIMUTH.
 GA2583'
 GA2583'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2583'
 GA2583'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA2583
 GA2583                          STATION RECOVERY (1964)
 GA2583
 GA2583'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2583'5.5 MI N FROM KNOXVILLE.
 GA2583'FROM THE POST OFFICE IN HALLS CROSSROADS GO SOUTH ON STATE ROUTE
 GA2583'33 AND U.S. HIGHWAY 441 FOR 1.3 MILES TO A BANK OF A HIGHWAY CUT
 GA2583'ON THE LEFT AND THE STATION ON TOP OF THE BANK.  THE STATION MARK
 GA2583'IS ABOUT 50 FEET ABOVE THE PAVEMENT, ABOUT 150 FEET EAST OF THE
 GA2583'APPROXIMATE CENTER OF THE NORTH-BOUND LANE OF STATE ROUTE 33 AND
 GA2583'U.S. HIGHWAY 441, 14 FEET WEST OF A 12-INCH TRIPLE-TRUNKED MAPLE
 GA2583'TREE, 10 FEET SOUTH OF THE APPROXIMATE CENTER OF A PAVED DRIVE,
 GA2583'3 FEET EAST OF THE EDGE OF THE CUT, 3 FEET EAST OF THE END OF A
 GA2583'GUARDRAIL AND 2.9 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 GA2583'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2583'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2583
 GA2583                          STATION RECOVERY (1980)
 GA2583
 GA2583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2583'A LONG SEARCH WAS MADE BUT NOTHING WAS FOUND.  A RESIDENT SAID THAT
 GA2583'THE BANK ON WHICH THE MARKS WERE SET HAD BROKEN OFF SEVERAL YEARS
 GA2583'AGO.  THE MARKS ARE ASSUMED DESTROYED.
 GA2583
 GA2583                          STATION RECOVERY (1982)
 GA2583
 GA2583'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2584 ***********************************************************************
 GA2584  DESIGNATION -  MAYS RM 1
 GA2584  PID         -  GA2584
 GA2584  STATE/COUNTY-  TN/KNOX
 GA2584  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2584
 GA2584                         *CURRENT SURVEY CONTROL
 GA2584  ___________________________________________________________________
 GA2584* NAD 83(1986)-  36 03 11.     (N)    083 55 25.     (W)     SCALED    
 GA2584* NAVD 88     -       383.531  (meters)    1258.30   (feet)  ADJUSTED  
 GA2584  ___________________________________________________________________
 GA2584  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2584  DYNAMIC HT  -         383.176 (meters)    1257.14  (feet)  COMP
 GA2584  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA2584
 GA2584  VERT ORDER  -  SECOND    CLASS 0
 GA2584
 GA2584.The horizontal coordinates were scaled from a topographic map and have
 GA2584.an estimated accuracy of +/- 6 seconds.
 GA2584
 GA2584.The orthometric height was determined by differential leveling
 GA2584.and adjusted by the National Geodetic Survey in June 1991..
 GA2584
 GA2584.The geoid height was determined by GEOID03.
 GA2584
 GA2584.The dynamic height is computed by dividing the NAVD 88
 GA2584.geopotential number by the normal gravity value computed on the
 GA2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2584.degrees latitude (g = 980.6199 gals.).
 GA2584
 GA2584.The modeled gravity was interpolated from observed gravity values.
 GA2584
 GA2584;                    North         East    Units  Estimated Accuracy
 GA2584;SPC TN       -   192,790.      787,070.      MT  (+/- 180 meters Scaled)
 GA2584
 GA2584                          SUPERSEDED SURVEY CONTROL
 GA2584
 GA2584  NGVD 29 (??/??/92)  383.649  (m)         1258.69   (f) ADJ UNCH    2 0
 GA2584
 GA2584.Superseded values are not recommended for survey control.
 GA2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2584.See file dsdata.txt to determine how the superseded data were derived.
 GA2584
 GA2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366937(NAD 83)
 GA2584_MARKER: DD = SURVEY DISK
 GA2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2584_STAMPING: MAYS RM-1 1964
 GA2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2584+STABILITY: SURFACE MOTION
 GA2584
 GA2584  HISTORY     - Date     Condition        Report By
 GA2584  HISTORY     - 1964     MONUMENTED       TNHD
 GA2584  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2584
 GA2584                          STATION DESCRIPTION
 GA2584
 GA2584'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2584'5.5 MI N FROM KNOXVILLE.
 GA2584'THIS MARK IS LOCATED AT THE MAYS 1964 STATION SITE, 8 FEET NORTH
 GA2584'OF THE APPROXIMATE CENTER OF A PAVED DRIVE, 7 FEET SOUTH OF A
 GA2584'GUY WIRE POLE, 2 FEET EAST OF A GUARDRAIL, 2.9 FEET NORTH OF A
 GA2584'METAL WITNESS POST WITH SIGN AND 17 FEET NORTH OF THE STATION.
 GA2584'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2584'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2584
 GA2584                          STATION RECOVERY (1980)
 GA2584
 GA2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2582 ***********************************************************************
 GA2582  DESIGNATION -  MAYS RM 2
 GA2582  PID         -  GA2582
 GA2582  STATE/COUNTY-  TN/KNOX
 GA2582  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2582
 GA2582                         *CURRENT SURVEY CONTROL
 GA2582  ___________________________________________________________________
 GA2582* NAD 83(1986)-  36 03 11.     (N)    083 55 25.     (W)     SCALED    
 GA2582* NAVD 88     -       382.812  (meters)    1255.94   (feet)  ADJUSTED  
 GA2582  ___________________________________________________________________
 GA2582  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GA2582  DYNAMIC HT  -         382.457 (meters)    1254.78  (feet)  COMP
 GA2582  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA2582
 GA2582  VERT ORDER  -  SECOND    CLASS 0
 GA2582
 GA2582.The horizontal coordinates were scaled from a topographic map and have
 GA2582.an estimated accuracy of +/- 6 seconds.
 GA2582
 GA2582.The orthometric height was determined by differential leveling
 GA2582.and adjusted by the National Geodetic Survey in June 1991..
 GA2582
 GA2582.The geoid height was determined by GEOID03.
 GA2582
 GA2582.The dynamic height is computed by dividing the NAVD 88
 GA2582.geopotential number by the normal gravity value computed on the
 GA2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2582.degrees latitude (g = 980.6199 gals.).
 GA2582
 GA2582.The modeled gravity was interpolated from observed gravity values.
 GA2582
 GA2582;                    North         East    Units  Estimated Accuracy
 GA2582;SPC TN       -   192,790.      787,070.      MT  (+/- 180 meters Scaled)
 GA2582
 GA2582                          SUPERSEDED SURVEY CONTROL
 GA2582
 GA2582  NGVD 29 (??/??/92)  382.930  (m)         1256.33   (f) ADJ UNCH    2 0
 GA2582
 GA2582.Superseded values are not recommended for survey control.
 GA2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2582.See file dsdata.txt to determine how the superseded data were derived.
 GA2582
 GA2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV366937(NAD 83)
 GA2582_MARKER: DD = SURVEY DISK
 GA2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2582_STAMPING: MAYS RM-2 1964
 GA2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2582+STABILITY: SURFACE MOTION
 GA2582
 GA2582  HISTORY     - Date     Condition        Report By
 GA2582  HISTORY     - 1964     MONUMENTED       TNHD
 GA2582  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2582
 GA2582                          STATION DESCRIPTION
 GA2582
 GA2582'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2582'5.5 MI N FROM KNOXVILLE.
 GA2582'THIS MARK IS LOCATED AT THE MAYS 1964 STATION SITE, 21 FEET
 GA2582'SOUTHWEST OF A 12-INCH TRIPLE-TRUNKED MAPLE TREE, 13 FEET SOUTH
 GA2582'OF THE END OF A GUARDRAIL, 10 FEET SOUTH OF A METAL WITNESS POST
 GA2582'WITH SIGN AND 13 FEET SOUTH OF THE STATION.  THE MARK IS A STANDARD
 GA2582'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2582'MONUMENT FLUSH WITH THE GROUND.
 GA2582
 GA2582                          STATION RECOVERY (1982)
 GA2582
 GA2582'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2591 ***********************************************************************
 GC2591  DESIGNATION -  MC EWEN MUNICIPAL TANK
 GC2591  PID         -  GC2591
 GC2591  STATE/COUNTY-  TN/HUMPHREYS
 GC2591  USGS QUAD   -  MC EWEN (1982)
 GC2591
 GC2591                         *CURRENT SURVEY CONTROL
 GC2591  ___________________________________________________________________
 GC2591* NAD 83(1995)-  36 06 22.21802(N)    087 38 09.35715(W)     ADJUSTED  
 GC2591* NAVD 88     -                                                        
 GC2591  ___________________________________________________________________
 GC2591  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GC2591  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GC2591
 GC2591  HORZ ORDER  -  THIRD
 GC2591
 GC2591.The horizontal coordinates were established by classical geodetic methods
 GC2591.and adjusted by the National Geodetic Survey in April 1999..
 GC2591
 GC2591
 GC2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2591
 GC2591.The geoid height was determined by GEOID03.
 GC2591
 GC2591;                    North         East     Units Scale Factor Converg.
 GC2591;SPC TN       -   197,926.796   452,709.059   MT  0.99995964   -0 57 27.9
 GC2591;SPC TN       -   649,364.83  1,485,262.97   sFT  0.99995964   -0 57 27.9
 GC2591;UTM  16      - 3,995,911.738   442,761.474   MT  0.99964037   -0 22 29.1
 GC2591
 GC2591                          SUPERSEDED SURVEY CONTROL
 GC2591
 GC2591  NAD 83(1995)-  36 06 22.21947(N)    087 38 09.36049(W) AD(       ) 4
 GC2591  NAD 83(1995)-  36 06 22.22074(N)    087 38 09.36126(W) AD(       ) 4
 GC2591  NAD 83(1986)-  36 06 22.22756(N)    087 38 09.35945(W) AD(       ) 4
 GC2591  NAD 27      -  36 06 22.01200(N)    087 38 09.29400(W) AD(       ) 3
 GC2591
 GC2591.Superseded values are not recommended for survey control.
 GC2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2591.See file dsdata.txt to determine how the superseded data were derived.
 GC2591
 GC2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4276195912(NAD 83)
 GC2591_MARKER: 53 = ELEVATED TANK
 GC2591_SETTING: 0 = UNSPECIFIED SETTING
 GC2591
 GC2591  HISTORY     - Date     Condition        Report By
 GC2591  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2591  HISTORY     - 1972     GOOD             LOCENG
 GC2591  HISTORY     - 1988     GOOD             USPSQD
 GC2591
 GC2591                          STATION DESCRIPTION
 GC2591
 GC2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2591'STATION IS LOCATED IN THE SOUTHWEST SECTION OF MC EWEN.  IT IS A
 GC2591'4-LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH WITH A WATER TANK
 GC2591'ATOP PAINTED SILVER.  A TRAVERSE CONNECTION WAS MADE FROM
 GC2591'TRIANGULATION STATION EWEN AND THE DISTANCE IS 13.87 METERS
 GC2591'(45.5 FEET).  THE POINT OBSERVED ON AND TRAVERSED TO WAS THE CENTER
 GC2591'OF THE BASE OF THE TANK.
 GC2591
 GC2591                          STATION RECOVERY (1972)
 GC2591
 GC2591'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2591'WATER TANK RECOVERED IN GOOD CONDITION.
 GC2591'
 GC2591'TANK IN GOOD CONDITION.
 GC2591'
 GC2591'DISTANCE AND DIRECTION FROM NEAREST TOWN IN MCEWEN.
 GC2591
 GC2591                          STATION RECOVERY (1988)
 GC2591
 GC2591'RECOVERY NOTE BY US POWER SQUADRON 1988 (LLP)
 GC2591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ2170 ***********************************************************************
 FZ2170  DESIGNATION -  MC QUEEN LOOKOUT TOWER
 FZ2170  PID         -  FZ2170
 FZ2170  STATE/COUNTY-  TN/SULLIVAN
 FZ2170  USGS QUAD   -  SHADY VALLEY (1988)
 FZ2170
 FZ2170                         *CURRENT SURVEY CONTROL
 FZ2170  ___________________________________________________________________
 FZ2170* NAD 83(1995)-  36 34 19.14897(N)    081 55 17.26704(W)     ADJUSTED  
 FZ2170* NAVD 88     -                                                        
 FZ2170  ___________________________________________________________________
 FZ2170  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 FZ2170  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ2170
 FZ2170  HORZ ORDER  -  THIRD
 FZ2170
 FZ2170.The horizontal coordinates were established by classical geodetic methods
 FZ2170.and adjusted by the National Geodetic Survey in April 1999..
 FZ2170
 FZ2170
 FZ2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2170
 FZ2170.The geoid height was determined by GEOID03.
 FZ2170
 FZ2170;                    North         East     Units Scale Factor Converg.
 FZ2170;SPC TN       -   255,990.331   964,967.832   MT  1.00003124   +2 23 15.9
 FZ2170;SPC TN       -   839,861.61  3,165,898.63   sFT  1.00003124   +2 23 15.9
 FZ2170;SPC VA S     - 1,032,033.876 3,193,805.819   MT  1.00004104   -2 04 35.7
 FZ2170;SPC VA S     - 3,385,931.14 10,478,344.59   sFT  1.00004104   -2 04 35.7
 FZ2170;UTM  17      - 4,047,788.122   417,553.543   MT  0.99968374   -0 32 56.6
 FZ2170
 FZ2170                          SUPERSEDED SURVEY CONTROL
 FZ2170
 FZ2170  NAD 83(1995)-  36 34 19.14896(N)    081 55 17.26612(W) AD(       ) 4
 FZ2170  NAD 83(1995)-  36 34 19.16011(N)    081 55 17.26729(W) AD(       ) 4
 FZ2170  NAD 83(1986)-  36 34 19.16004(N)    081 55 17.26524(W) AD(       ) 4
 FZ2170  NAD 27      -  36 34 18.74615(N)    081 55 17.83025(W) AD(       ) 3
 FZ2170
 FZ2170.Superseded values are not recommended for survey control.
 FZ2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2170.See file dsdata.txt to determine how the superseded data were derived.
 FZ2170
 FZ2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1755447788(NAD 83)
 FZ2170_MARKER: 57 = LOOKOUT TOWER
 FZ2170
 FZ2170  HISTORY     - Date     Condition        Report By
 FZ2170  HISTORY     - 1934     FIRST OBSERVED   CGS
 FZ2170  HISTORY     - 1958     GOOD             CGS
 FZ2170
 FZ2170                          STATION DESCRIPTION
 FZ2170
 FZ2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ2170'A 40-FOOT STEEL STRUCTURE NEAR STATION MCQUEEN.
 FZ2170
 FZ2170                          STATION RECOVERY (1958)
 FZ2170
 FZ2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ2170'STATION IS LOCATED ABOUT 13.5 MILES EAST OF BRISTOL AND ABOUT 9.5
 FZ2170'MILES SOUTHEAST OF
 FZ2170'ABINGDON ON THE HIGHEST PART OF MCQUEEN KNOB.  THE POINT
 FZ2170'OF INTERSECTION WAS THE APEX OF
 FZ2170'THE ROOF OF THE GLASS ENCLOSED CABIN
 FZ2170'THAT IS MOUNTED ON FOUR STEEL LEGS.  THE LOOKOUT
 FZ2170'TOWER IS ABOUT 50
 FZ2170'FEET IN HEIGHT AND IS MAINTAINED BY THE U.  S.  FOREST SERVICE.  IT
 FZ2170'IS 8.230 METERS
 FZ2170'SOUTH SOUTHWEST OF STATION MCQUEEN.  1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1484 ***********************************************************************
 GD1484  DESIGNATION -  MCADAMS
 GD1484  PID         -  GD1484
 GD1484  STATE/COUNTY-  TN/CARROLL
 GD1484  USGS QUAD   -  HUNTINGDON (1983)
 GD1484
 GD1484                         *CURRENT SURVEY CONTROL
 GD1484  ___________________________________________________________________
 GD1484* NAD 83(1995)-  36 05 56.29983(N)    088 26 55.54682(W)     ADJUSTED  
 GD1484* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 GD1484  ___________________________________________________________________
 GD1484  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GD1484  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1484
 GD1484  HORZ ORDER  -  SECOND
 GD1484
 GD1484.The horizontal coordinates were established by classical geodetic methods
 GD1484.and adjusted by the National Geodetic Survey in April 1999..
 GD1484
 GD1484.The orthometric height was scaled from a topographic map.
 GD1484
 GD1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1484
 GD1484.The geoid height was determined by GEOID03.
 GD1484
 GD1484;                    North         East     Units Scale Factor Converg.
 GD1484;SPC TN       -   198,655.385   379,518.742   MT  0.99995905   -1 26 01.0
 GD1484;SPC TN       -   651,755.21  1,245,137.74   sFT  0.99995905   -1 26 01.0
 GD1484;UTM  16      - 3,995,897.574   369,585.496   MT  0.99980956   -0 51 13.3
 GD1484
 GD1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1484!SPC TN       -   0.99997777  x   0.99995905  =   0.99993682
 GD1484!UTM  16      -   0.99997777  x   0.99980956  =   0.99978733
 GD1484
 GD1484|---------------------------------------------------------------------|
 GD1484| PID    Reference Object                     Distance      Geod. Az  |
 GD1484|                                                           dddmmss.s |
 GD1484| CG4543 MCADAMS RM 1                         37.402 METERS 06945     |
 GD1484| GD1477 BRUCETON MUNICIPAL TANK             APPROX.19.8 KM 1112001.4 |
 GD1484| CG4542 MCADAMS AZ MK                                      1233948.4 |
 GD1484| GD1482 ALLEN                               APPROX. 9.0 KM 1335622.4 |
 GD1484| CG4544 MCADAMS RM 2                         53.557 METERS 18751     |
 GD1484| GD1490 MCKENZIE MUNICIPAL TANK             APPROX. 7.2 KM 2983728.3 |
 GD1484|---------------------------------------------------------------------|
 GD1484
 GD1484                          SUPERSEDED SURVEY CONTROL
 GD1484
 GD1484  NAD 83(1995)-  36 05 56.30118(N)    088 26 55.55291(W) AD(       ) 2
 GD1484  NAD 83(1995)-  36 05 56.30129(N)    088 26 55.55265(W) AD(       ) 2
 GD1484  NAD 83(1986)-  36 05 56.31019(N)    088 26 55.54575(W) AD(       ) 2
 GD1484  NAD 27      -  36 05 56.08800(N)    088 26 55.36500(W) AD(       ) 2
 GD1484
 GD1484.Superseded values are not recommended for survey control.
 GD1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1484.See file dsdata.txt to determine how the superseded data were derived.
 GD1484
 GD1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6958595898(NAD 83)
 GD1484_MARKER: DS = TRIANGULATION STATION DISK
 GD1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1484
 GD1484  HISTORY     - Date     Condition        Report By
 GD1484  HISTORY     - 1934     MONUMENTED       CGS
 GD1484  HISTORY     - 1951     GOOD             CGS
 GD1484  HISTORY     - 1968     GOOD             CGS
 GD1484  HISTORY     - 1971     GOOD             LOCENG
 GD1484  HISTORY     - 1985     GOOD             USPSQD
 GD1484
 GD1484                          STATION DESCRIPTION
 GD1484
 GD1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1484'ABOUT 11-1/2 MILES NORTHEAST OF TREZEVANT, 6-1/2 MILES NORTH BY WEST
 GD1484'OF HUNTINGDON, 4-3/4 MILES SOUTHEAST OF MC KENZIE, AND ON PROPERTY
 GD1484'OF WADE MC ADAMS.  TO REACH FROM COURTHOUSE IN HUNTINGDON, FOLLOW
 GD1484'ROUTE 22 WEST 6.0 MILES, 2.0 MILES PAST LONG CONCRETE BRIDGE, TURN
 GD1484'RIGHT ONTO DIRT SIDE ROAD AT DOUBLE WHITE OAK ON RIGHT WHICH
 GD1484'DIVIDES INTO TWO TRUNKS ABOUT 10 FEET FROM GROUND AND GO 2.6
 GD1484'MILES, FOLLOW RIGHT FORK 0.7 MILE, TURN LEFT AT MR. COZARTS STORE
 GD1484'AND ROAD INTERSECTION AND GO 0.5 MILE, 0.15 MILE PAST MR. MC ADAMS
 GD1484'WHITE HOUSE ON LEFT, TURN LEFT INTO LANE AND GO 0.15 MILE TO HOUSE AT
 GD1484'TOP OF GRADE AND STATION SITE ON TOP OF CLEARED KNOLL, ABOUT 0.1
 GD1484'MILE SOUTH OF HOUSE ALONG NORTH-SOUTH FENCE LINE, 19 YARDS
 GD1484'SOUTHEAST OF FENCE CORNER, 14 YARDS SOUTH-SOUTHEAST OF 48-INCH OAK,
 GD1484'AND 10 YARDS NORTH-NORTHWEST OF 12-INCH WALNUT TREE.  SURFACE
 GD1484'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1484'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GD1484'REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON EAST-WEST FENCE
 GD1484'LINE BETWEEN TWO FIELDS, 120 FEET EAST OF FENCE CORNER, AND
 GD1484'122.71 FEET FROM STATION N 69 DEG 45 MIN E.  NO. 2 IS ALONG
 GD1484'EAST-WEST FENCE LINE, 6 YARDS WEST OF INTERSECTION WITH
 GD1484'NORTH-SOUTH FENCE LINE ON WHICH STATION IS LOCATED, AND 175.71 FEET
 GD1484'FROM STATION S 7 DEG 50 MIN W.  AZIMUTH MARK IS ACROSS ROAD
 GD1484'FROM STATION AND 9 YARDS EAST OF CENTER LINE THEREOF, IN CENTER OF
 GD1484'THREE ROADS AT ENTRANCE OF MR. COZARTS DRIVEWAY TO HOUSE 30 YARDS
 GD1484'SOUTH OF 40-INCH OAK, AND 0.3 MILE, 0.55 MILE BY ROAD, FROM
 GD1484'STATION S 56 DEG 20 MIN E.
 GD1484
 GD1484                          STATION RECOVERY (1951)
 GD1484
 GD1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GD1484'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 GD1484'CONDITION, THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE, WITH
 GD1484'THE EXCEPTION OF THE TO REACH DESCRIPTION.
 GD1484'
 GD1484'A NEW TO REACH DESCRIPTION FOLLOWS.
 GD1484'
 GD1484'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 GD1484'HUNTINGDON, GO NORTH-NORTHWEST ON STATE HIGHWAY NO. 22 FOR 4.05
 GD1484'MILES TO THE WEST END OF A LONG CONCRETE BRIDGE, CONTINUE
 GD1484'NORTH-NORTHWEST ON HIGHWAY FOR 2.1 MILES TO A SIDE ROAD TO RIGHT, AT
 GD1484'A WHITE OAK TREE ON RIGHT THAT FORKS ABOUT 10 FT. ABOVE THE GROUND,
 GD1484'TURN RIGHT AND GO NORTHEAST AND EAST ON THE MAIN TRAVELED
 GD1484'GRAVELED ROAD FOR 2.3 MILES TO A T INTERSECTION AND A STORE, TURN
 GD1484'LEFT AND GO NORTH FOR 0.4 MILE TO MR. WADE MC ADAMS HOUSE ON LEFT,
 GD1484'TURN LEFT INTO BARNLOT, JUST NORTH OF HOUSE, AND GO WEST TO A GATE AT
 GD1484'SOUTHWEST CORNER OF BARNLOT, TURN LEFT THROUGH GATE AND GO SOUTH
 GD1484'THROUGH ORCHARD FOR ABOUT 50 YARDS, THEN TURN RIGHT AND GO UPHILL
 GD1484'THROUGH PASTURE FOR ABOUT 0.15 MILE TO STATION, JUST SOUTH OF
 GD1484'A LARGE TREE.
 GD1484
 GD1484                          STATION RECOVERY (1968)
 GD1484
 GD1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GD1484'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1484'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GD1484'DESTROYED BY COUNTY ROAD CONSTRUCTION IN 1952 AND THE CONCRETE
 GD1484'MONUMENT WITH THE DISK INTACT HAS BEEN RETAINED BY MR. C. A.
 GD1484'BARKSDALE SINCE THAT TIME.  THE DISK WAS RECOVERED.  POLARIS
 GD1484'OBSERVATIONS WILL BE NECESSARY TO ESTABLISH A NEW AZIMUTH MARK
 GD1484'FOR THIS STATION.
 GD1484'
 GD1484'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1484'
 GD1484'THE STATION IS LOCATED ATOP A LOW, FLAT HILL, ABOUT 11-1/2 MILES
 GD1484'NORTHEAST OF TREZEVANT, 6-1/2 MILES NORTH-NORTHWEST OF HUNTINGDON, 5
 GD1484'MILES SOUTHEAST OF MC KENZIE, AND ON THE PROPERTY OF MR. WADE
 GD1484'MC ADAMS.
 GD1484'
 GD1484'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE CARROLL COUNTY
 GD1484'COURTHOUSE IN HUNTINGDON, GO NORTH-NORTHWESTERLY ON STATE ROUTE 22
 GD1484'FOR 6.15 MILES TO A PAVED ROAD ON THE RIGHT DIRECTLY ACROSS THE
 GD1484'HIGHWAY FROM THE CARROLL DRIVE-IN MOVIE SCREEN.  HERE TURN RIGHT
 GD1484'ON THE PAVED ROAD AND GO EAST, NORTH, AND EAST-SOUTHEAST FOR 2.3
 GD1484'MILES TO A PAVED T CROSSROAD AND A STORE STRAIGHT AHEAD.  HERE TURN
 GD1484'LEFT ON THE PAVED ROAD AND GO NORTHERLY FOR 0.4 OF A MILE TO THE
 GD1484'WADE MC ADAMS FARM BUILDINGS AND A DRIVE ON THE LEFT, TURN LEFT
 GD1484'ONTO THIS DRIVE AND GO NORTHWEST FOR 0.05 OF A MILE TO A WOODEN
 GD1484'GATE JUST SOUTH OF A CONCRETE BLOCK BUILDING.  PASS THROUGH THIS GATE
 GD1484'AND FOLLOW THE MEANDERING TRACK ROAD IN A GENERAL WESTERLY
 GD1484'DIRECTION FOR 0.2 OF A MILE TO AN OLD ABANDONED HOUSE ON THE LEFT AND
 GD1484'A WIRE GATE ON THE LEFT JUST WEST OF THE HOUSE.  HERE TURN LEFT,
 GD1484'PASSING THROUGH THE WIRE GATE AND GO SOUTH ALONG THE WEST SIDE
 GD1484'OF THE FENCE FOR 0.15 OF A MILE TO A LARGE WHITE OAK TREE ON THE
 GD1484'LEFT AND THE STATION ON THE LEFT EAST OF THE FENCE AS DESCRIBED.
 GD1484'
 GD1484'THE STATION IS 180 FEET NORTH OF A SOUTHEAST FENCE CORNER POST, 39
 GD1484'FEET SOUTH OF A 55-INCH WHITE OAK TREE, 31.5 FEET NORTH OF AN
 GD1484'18-INCH BLACK WALNUT TREE, 11 FEET EAST OF A FENCE, 8 FEET WEST OF
 GD1484'AN 8-INCH BLACK WALNUT TREE, AND 0.9 OF A FOOT WEST OF A METAL
 GD1484'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1484'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 GD1484'THE DISK IS STAMPED MC ADAMS 1934.
 GD1484'
 GD1484'REFERENCE MARK NO. 1 IS IN A CULTIVATED FIELD, NOW OVERRIDDEN WITH
 GD1484'JOHNSON GRASS, 103 FEET EAST OF THE 55-INCH WHITE OAK TREE, 3 FEET
 GD1484'WEST OF THE APPROXIMATE CENTER OF A DRAINAGE DITCH, AND 0.9 OF A
 GD1484'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1484'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD1484'4 INCHES AND THE DISK IS STAMPED MC ADAMS NO 1 1934.
 GD1484'
 GD1484'REFERENCE MARK NO. 2 IS ACROSS THE FENCE FROM THE STATION IN THE
 GD1484'SOUTHEAST CORNER OF A PASTURE, 5 FEET NORTHWEST OF THE SOUTHEAST
 GD1484'FENCE CORNER POST, 4.5 FEET NORTH OF A FENCE, 4 FEET WEST OF A
 GD1484'FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1484'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 GD1484'THAT PROJECTS 12 INCHES AND THE DISK IS STAMPED MC ADAMS NO 2
 GD1484'1934.
 GD1484'
 GD1484'DUE TO THE DENSE STAND OF JOHNSON GRASS AND THICK VINES IN THE FENCE
 GD1484'ROW, THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND THE
 GD1484'REFERENCE MARKS WAS NOT VERIFIED, NOR THE REFERENCE MARKS MEASURED
 GD1484'BETWEEN.
 GD1484'
 GD1484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GD1484'SOUTHEAST OF MC KENZIE.
 GD1484
 GD1484                          STATION RECOVERY (1971)
 GD1484
 GD1484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1484'MCADAMS STATION MARK RECOVERED IN GOOD CONDITION.
 GD1484'
 GD1484'MCADAMS 1934 FOUND STAMPED ON THE POINT.
 GD1484'
 GD1484'REF. MKS. GOOD.
 GD1484'COULD NOT FIND AZ. MK.-BELIEVE DESTROYED BY RD. CONSTRUCTION.
 GD1484'
 GD1484'DISTANCE AND DIRECTION FROM NEAREST TOWN 4.85 MI. S. E. OF MCKENZIE.
 GD1484
 GD1484                          STATION RECOVERY (1985)
 GD1484
 GD1484'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLP)
 GD1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2528 ***********************************************************************
 GC2528  DESIGNATION -  MCADOO
 GC2528  PID         -  GC2528
 GC2528  STATE/COUNTY-  TN/MONTGOMERY
 GC2528  USGS QUAD   -  HENRIETTA (1983)
 GC2528
 GC2528                         *CURRENT SURVEY CONTROL
 GC2528  ___________________________________________________________________
 GC2528* NAD 83(1995)-  36 27 37.73197(N)    087 08 43.17050(W)     ADJUSTED  
 GC2528* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 GC2528  ___________________________________________________________________
 GC2528  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GC2528  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2528
 GC2528  HORZ ORDER  -  THIRD
 GC2528
 GC2528.The horizontal coordinates were established by classical geodetic methods
 GC2528.and adjusted by the National Geodetic Survey in April 1999..
 GC2528
 GC2528.The orthometric height was scaled from a topographic map.
 GC2528
 GC2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2528
 GC2528.The geoid height was determined by GEOID03.
 GC2528
 GC2528;                    North         East     Units Scale Factor Converg.
 GC2528;SPC TN       -   236,611.373   497,338.457   MT  1.00000806   -0 40 13.9
 GC2528;SPC TN       -   776,282.48  1,631,684.59   sFT  1.00000806   -0 40 13.9
 GC2528;UTM  16      - 4,035,034.320   486,978.754   MT  0.99960209   -0 05 10.9
 GC2528
 GC2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2528!SPC TN       -   0.99997230  x   1.00000806  =   0.99998036
 GC2528!UTM  16      -   0.99997230  x   0.99960209  =   0.99957440
 GC2528
 GC2528|---------------------------------------------------------------------|
 GC2528| PID    Reference Object                     Distance      Geod. Az  |
 GC2528|                                                           dddmmss.s |
 GC2528| CG6887 MCADOO RM 1                          21.704 METERS 05109     |
 GC2528| CG6886 MCADOO AZ MK                                       2110622.8 |
 GC2528| CG6888 MCADOO RM 2                          27.713 METERS 27206     |
 GC2528|---------------------------------------------------------------------|
 GC2528
 GC2528                          SUPERSEDED SURVEY CONTROL
 GC2528
 GC2528  NAD 83(1995)-  36 27 37.73283(N)    087 08 43.17217(W) AD(       ) 3
 GC2528  NAD 83(1995)-  36 27 37.73661(N)    087 08 43.17361(W) AD(       ) 3
 GC2528  NAD 83(1986)-  36 27 37.74153(N)    087 08 43.17402(W) AD(       ) 3
 GC2528  NAD 27      -  36 27 37.56600(N)    087 08 43.15600(W) AD(       ) 3
 GC2528
 GC2528.Superseded values are not recommended for survey control.
 GC2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2528.See file dsdata.txt to determine how the superseded data were derived.
 GC2528
 GC2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8697935034(NAD 83)
 GC2528_MARKER: DS = TRIANGULATION STATION DISK
 GC2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2528
 GC2528  HISTORY     - Date     Condition        Report By
 GC2528  HISTORY     - 1953     MONUMENTED       CGS
 GC2528
 GC2528                          STATION DESCRIPTION
 GC2528
 GC2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2528'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF PLEASANT VIEW, ON
 GC2528'PROPERTY OWNED BY E.D. FORT.  IT IS 47 FEET SOUTHEAST OF THE
 GC2528'SOUTHEAST CORNER OF A BARN, 32 FEET WEST OF A 24 INCH OAK TREE, 16
 GC2528'FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 11 FEET NORTH OF A
 GC2528'WHITE WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 GC2528'STAMPED MC ADOO 1953.
 GC2528'
 GC2528'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 GC2528'5 FEET SOUTH OF A FENCE LINE AND 4 FEET WEST OF A 24 INCH OAK TREE.
 GC2528'THE MARK IS FLUSH AND THE DISK IS STAMPED MC ADOO NO 1 1953.
 GC2528'
 GC2528'REFERENCE MARK NO. 2 IS 32 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GC2528'THE BARN, 9 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 4 FEET
 GC2528'NORTH OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2528'MC ADOO NO 2 1953.
 GC2528'
 GC2528'AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 GC2528'WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 GC2528'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MC ADOO 1953.
 GC2528'
 GC2528'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 A AND STATE
 GC2528'HIGHWAY 49 IN PLEASANT VIEW, GO NORTHWEST ON U.S. HIGHWAY 41 A
 GC2528'FOR 7.45 MILES TO A SMALL HOUSE AND A DIM TRACK ROAD ON THE LEFT.
 GC2528'*TURN LEFT ON DIM TRACK ROAD FOR 0.1 MILE TO A BARN AND STATION
 GC2528'AS DESCRIBED.
 GC2528'
 GC2528'TO REACH THE AZIMUTH MARK FROM THIS POINT*, GO NORTHWEST ON HIGHWAY
 GC2528'41 A FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.2
 GC2528'MILE TO CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A SIDE
 GC2528'ROAD LEFT, TURN LEFT FOR 0.35 MILE TO THE MARK ON THE RIGHT AS
 GC2528'DESCRIBED.
 GC2528'
 GC2528'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0418 ***********************************************************************
 FD0418  DESIGNATION -  MCAFEE
 FD0418  PID         -  FD0418
 FD0418  STATE/COUNTY-  TN/GILES
 FD0418  USGS QUAD   -  TARPLEY (1982)
 FD0418
 FD0418                         *CURRENT SURVEY CONTROL
 FD0418  ___________________________________________________________________
 FD0418* NAD 83(1995)-  35 11 47.02602(N)    086 52 59.60540(W)     ADJUSTED  
 FD0418* NAVD 88     -       318.913  (meters)    1046.30   (feet)  ADJUSTED  
 FD0418  ___________________________________________________________________
 FD0418  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FD0418  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0418  DYNAMIC HT  -         318.616 (meters)    1045.33  (feet)  COMP
 FD0418  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0418
 FD0418  HORZ ORDER  -  SECOND
 FD0418  VERT ORDER  -  SECOND    CLASS 0
 FD0418
 FD0418.The horizontal coordinates were established by classical geodetic methods
 FD0418.and adjusted by the National Geodetic Survey in April 1999..
 FD0418
 FD0418.The orthometric height was determined by differential leveling
 FD0418.and adjusted by the National Geodetic Survey in June 1991..
 FD0418
 FD0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0418
 FD0418.The geoid height was determined by GEOID03.
 FD0418
 FD0418.The dynamic height is computed by dividing the NAVD 88
 FD0418.geopotential number by the normal gravity value computed on the
 FD0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0418.degrees latitude (g = 980.6199 gals.).
 FD0418
 FD0418.The modeled gravity was interpolated from observed gravity values.
 FD0418
 FD0418;                    North         East     Units Scale Factor Converg.
 FD0418;SPC TN       -    96,120.399   519,565.541   MT  1.00000989   -0 31 01.5
 FD0418;SPC TN       -   315,355.01  1,704,607.95   sFT  1.00000989   -0 31 01.5
 FD0418;UTM  16      - 3,894,829.244   510,630.507   MT  0.99960139   +0 04 02.3
 FD0418
 FD0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0418!SPC TN       -   0.99995429  x   1.00000989  =   0.99996418
 FD0418!UTM  16      -   0.99995429  x   0.99960139  =   0.99955569
 FD0418
 FD0418:                Primary Azimuth Mark                     Grid Az
 FD0418:SPC TN       -  ROUND                                    114 51 17.1
 FD0418:UTM  16      -  ROUND                                    114 16 13.3
 FD0418
 FD0418|---------------------------------------------------------------------|
 FD0418| PID    Reference Object                     Distance      Geod. Az  |
 FD0418|                                                           dddmmss.s |
 FD0418| FD0421 ROUND                               APPROX. 0.9 KM 1142015.6 |
 FD0418| FD0419 MCAFEE RM 1                          25.744 METERS 15544     |
 FD0418| FD0417 MCAFEE RM 2                          22.251 METERS 34101     |
 FD0418|---------------------------------------------------------------------|
 FD0418
 FD0418                          SUPERSEDED SURVEY CONTROL
 FD0418
 FD0418  NAD 83(1995)-  35 11 47.02789(N)    086 52 59.60527(W) AD(       ) 2
 FD0418  NAD 83(1995)-  35 11 47.03082(N)    086 52 59.60822(W) AD(       ) 2
 FD0418  NAD 83(1986)-  35 11 47.03481(N)    086 52 59.60653(W) AD(       ) 2
 FD0418  NAD 27      -  35 11 46.74930(N)    086 52 59.59610(W) AD(       ) 2
 FD0418  NGVD 29 (??/??/92)  318.887  (m)         1046.22   (f) ADJ UNCH    2 0
 FD0418
 FD0418.Superseded values are not recommended for survey control.
 FD0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0418.See file dsdata.txt to determine how the superseded data were derived.
 FD0418
 FD0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1063194829(NAD 83)
 FD0418_MARKER: DE = TRAVERSE STATION DISK
 FD0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0418_STAMPING: MCAFEE 1960
 FD0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0418+STABILITY: SURFACE MOTION
 FD0418
 FD0418  HISTORY     - Date     Condition        Report By
 FD0418  HISTORY     - 1960     MONUMENTED       CGS
 FD0418  HISTORY     - 1960     GOOD             CGS
 FD0418
 FD0418                          STATION DESCRIPTION
 FD0418
 FD0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0418'THE STATION IS LOCATED ABOUT 8 MILES EAST OF PULASKI, 2 MILES WEST OF
 FD0418'FRANKEWING AND ON
 FD0418'PROPERTY OWNED BY MR T M MCAFEE.
 FD0418'
 FD0418'TO REACH THE STATION FROM THE POST OFFICE IN FRANKEWING, GO SOUTHWEST
 FD0418'FOR 0.05 MILE TO U S
 FD0418'HIGHWAY 64, TURN RIGHT, WEST, FOR 2.0 MILES TO THE TOP OF
 FD0418'THE HILL, TURN SHARP LEFT,
 FD0418'EAST, FOR 0.05 MILE TO THE STATION ON THE
 FD0418'RIGHT.
 FD0418'
 FD0418'STATION MARK IS 33 FEET WEST OF THE CENTER OF THE OILED ROAD, 10 FEET
 FD0418'WEST OF THE WIRE FENCE,
 FD0418'2.4 FEET SOUTH OF THE WITNESS SIGN AND 1 FOOT EAST OF
 FD0418'THE WIRE FENCE.  THE MARK IS A
 FD0418'STANDARD TRAVERSE DISK SET IN THE TOP
 FD0418'OF A CONCRETE POST, SET FLUSH AND IS STAMPED
 FD0418'MCAFEE 1960.
 FD0418'
 FD0418'REFERENCE MARK NO 1 IS 33 FEET WEST OF THE CENTER OF THE OILED ROAD,
 FD0418'10 FEET WEST OF THE WIRE
 FD0418'FENCE AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK IS
 FD0418'A STANDARD DISK SET IN THE TOP OF A
 FD0418'CONCRETE POST, PROJECTS 2 INCHES
 FD0418'AND IS STAMPED MCAFEE NO 1 1960.
 FD0418'
 FD0418'REFERENCE MARK NO 2 IS 33 FEET WEST OF THE CENTER OF THE OILED ROAD,
 FD0418'10 FEET WEST OF
 FD0418'THE WIRE FENCE AND 1 FOOT EAST OF A WIRE FENCE.  THE
 FD0418'MARK IS A STANDARD DISK SET IN THE
 FD0418'TOP OF A CONCRETE POST, PROJECTS 2
 FD0418'INCHES AND IS STAMPED MCAFEE NO 2 1960.
 FD0418'
 FD0418'TRAVERSE STATION ROUND WILL SERVE AS THE AZIMUTH MARK.  SEE
 FD0418'DESCRIPTION THEREOF.
 FD0418'
 FD0418'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 FD0418
 FD0418                          STATION RECOVERY (1960)
 FD0418
 FD0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0418'4.4 MI N FROM BUNKER HILL.
 FD0418'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0418'FOR 4.35 MILES TO THE CREST OF A HILL.  THE STATION MARK IS
 FD0418'0.1 MILE SOUTH OF U.S. HIGHWAY 64, 33 FT. WEST OF THE CENTER
 FD0418'OF THE PAVED ROAD, 10 FT. WEST OF A WIRE FENCE, 2.4 FT. SOUTH
 FD0418'OF A WITNESS SIGN AND 1 FT. EAST OF A WIRE FENCE.  THE DISK IS
 FD0418'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0419 ***********************************************************************
 FD0419  DESIGNATION -  MCAFEE RM 1
 FD0419  PID         -  FD0419
 FD0419  STATE/COUNTY-  TN/GILES
 FD0419  USGS QUAD   -  TARPLEY (1982)
 FD0419
 FD0419                         *CURRENT SURVEY CONTROL
 FD0419  ___________________________________________________________________
 FD0419* NAD 83(1986)-  35 11 47.     (N)    086 52 59.     (W)     SCALED    
 FD0419* NAVD 88     -       317.562  (meters)    1041.87   (feet)  ADJUSTED  
 FD0419  ___________________________________________________________________
 FD0419  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0419  DYNAMIC HT  -         317.267 (meters)    1040.90  (feet)  COMP
 FD0419  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0419
 FD0419  VERT ORDER  -  SECOND    CLASS 0
 FD0419
 FD0419.The horizontal coordinates were scaled from a topographic map and have
 FD0419.an estimated accuracy of +/- 6 seconds.
 FD0419
 FD0419.The orthometric height was determined by differential leveling
 FD0419.and adjusted by the National Geodetic Survey in June 1991..
 FD0419
 FD0419.The geoid height was determined by GEOID03.
 FD0419
 FD0419.The dynamic height is computed by dividing the NAVD 88
 FD0419.geopotential number by the normal gravity value computed on the
 FD0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0419.degrees latitude (g = 980.6199 gals.).
 FD0419
 FD0419.The modeled gravity was interpolated from observed gravity values.
 FD0419
 FD0419;                    North         East    Units  Estimated Accuracy
 FD0419;SPC TN       -    96,120.      519,580.      MT  (+/- 180 meters Scaled)
 FD0419
 FD0419                          SUPERSEDED SURVEY CONTROL
 FD0419
 FD0419  NGVD 29 (??/??/92)  317.536  (m)         1041.78   (f) ADJ UNCH    2 0
 FD0419
 FD0419.Superseded values are not recommended for survey control.
 FD0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0419.See file dsdata.txt to determine how the superseded data were derived.
 FD0419
 FD0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106948(NAD 83)
 FD0419_MARKER: DR = REFERENCE MARK DISK
 FD0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0419_STAMPING: MCAFEE NO 1 1960
 FD0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0419+STABILITY: SURFACE MOTION
 FD0419
 FD0419  HISTORY     - Date     Condition        Report By
 FD0419  HISTORY     - 1960     MONUMENTED       CGS
 FD0419
 FD0419                          STATION DESCRIPTION
 FD0419
 FD0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0419'4.4 MI N FROM BUNKER HILL.
 FD0419'THIS MARK IS LOCATED AT THE MCAFEE 1960 STATION SITE, 84.5 FT.
 FD0419'SOUTH OF THE STATION MARK, 33 FT. WEST OF THE CENTER OF THE PAVED
 FD0419'ROAD, 10 FT. WEST OF A WIRE FENCE AND 1 FT. EAST OF A WIRE
 FD0419'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT PROJECTS
 FD0419'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0417 ***********************************************************************
 FD0417  DESIGNATION -  MCAFEE RM 2
 FD0417  PID         -  FD0417
 FD0417  STATE/COUNTY-  TN/GILES
 FD0417  USGS QUAD   -  TARPLEY (1982)
 FD0417
 FD0417                         *CURRENT SURVEY CONTROL
 FD0417  ___________________________________________________________________
 FD0417* NAD 83(1986)-  35 11 47.     (N)    086 52 59.     (W)     SCALED    
 FD0417* NAVD 88     -       319.045  (meters)    1046.73   (feet)  ADJUSTED  
 FD0417  ___________________________________________________________________
 FD0417  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0417  DYNAMIC HT  -         318.749 (meters)    1045.76  (feet)  COMP
 FD0417  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0417
 FD0417  VERT ORDER  -  SECOND    CLASS 0
 FD0417
 FD0417.The horizontal coordinates were scaled from a topographic map and have
 FD0417.an estimated accuracy of +/- 6 seconds.
 FD0417
 FD0417.The orthometric height was determined by differential leveling
 FD0417.and adjusted by the National Geodetic Survey in June 1991..
 FD0417
 FD0417.The geoid height was determined by GEOID03.
 FD0417
 FD0417.The dynamic height is computed by dividing the NAVD 88
 FD0417.geopotential number by the normal gravity value computed on the
 FD0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0417.degrees latitude (g = 980.6199 gals.).
 FD0417
 FD0417.The modeled gravity was interpolated from observed gravity values.
 FD0417
 FD0417;                    North         East    Units  Estimated Accuracy
 FD0417;SPC TN       -    96,120.      519,580.      MT  (+/- 180 meters Scaled)
 FD0417
 FD0417                          SUPERSEDED SURVEY CONTROL
 FD0417
 FD0417  NGVD 29 (??/??/92)  319.019  (m)         1046.65   (f) ADJ UNCH    2 0
 FD0417
 FD0417.Superseded values are not recommended for survey control.
 FD0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0417.See file dsdata.txt to determine how the superseded data were derived.
 FD0417
 FD0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106948(NAD 83)
 FD0417_MARKER: DR = REFERENCE MARK DISK
 FD0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0417_STAMPING: MCAFEE NO 2 1960
 FD0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0417+STABILITY: SURFACE MOTION
 FD0417
 FD0417  HISTORY     - Date     Condition        Report By
 FD0417  HISTORY     - 1960     MONUMENTED       CGS
 FD0417
 FD0417                          STATION DESCRIPTION
 FD0417
 FD0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0417'4.4 MI N FROM BUNKER HILL.
 FD0417'THIS MARK IS LOCATED AT THE MCAFEE 1960 STATION SITE, 73 FT.
 FD0417'NORTH OF THE STATION MARK, 33 FT. WEST OF THE CENTER OF THE
 FD0417'PAVED ROAD, 10 FT. WEST OF A WIRE FENCE AND 1 FT. EAST OF A
 FD0417'WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT
 FD0417'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2627 ***********************************************************************
 FB2627  DESIGNATION -  MCBEE
 FB2627  PID         -  FB2627
 FB2627  STATE/COUNTY-  TN/SEVIER
 FB2627  USGS QUAD   -  DOUGLAS DAM (1986)
 FB2627
 FB2627                         *CURRENT SURVEY CONTROL
 FB2627  ___________________________________________________________________
 FB2627* NAD 83(1995)-  35 57 23.55793(N)    083 34 43.52100(W)     ADJUSTED  
 FB2627* NAVD 88     -       418.4    (meters)    1373.     (feet)  VERTCON   
 FB2627  ___________________________________________________________________
 FB2627  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FB2627  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FB2627
 FB2627  HORZ ORDER  -  SECOND
 FB2627
 FB2627.The horizontal coordinates were established by classical geodetic methods
 FB2627.and adjusted by the National Geodetic Survey in April 1999..
 FB2627
 FB2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2627
 FB2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2627
 FB2627.The geoid height was determined by GEOID03.
 FB2627
 FB2627;                    North         East     Units Scale Factor Converg.
 FB2627;SPC TN       -   182,795.519   818,394.957   MT  0.99995068   +1 25 03.0
 FB2627;SPC TN       -   599,721.63  2,685,017.45   sFT  0.99995068   +1 25 03.0
 FB2627;UTM  17      - 3,982,202.846   267,430.838   MT  1.00026653   -1 30 53.5
 FB2627
 FB2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2627!SPC TN       -   0.99993915  x   0.99995068  =   0.99988984
 FB2627!UTM  17      -   0.99993915  x   1.00026653  =   1.00020567
 FB2627
 FB2627|---------------------------------------------------------------------|
 FB2627| PID    Reference Object                     Distance      Geod. Az  |
 FB2627|                                                           dddmmss.s |
 FB2627| CZ4915 MCBEE RM 3                           14.840 METERS 01014     |
 FB2627| CZ4913 MCBEE RM 1                           31.574 METERS 03250     |
 FB2627| FB2626 DOUGLAS DAM WATER TANK              APPROX. 3.5 KM 0714842.5 |
 FB2627| CZ4916 MCBEE RM 4                           12.304 METERS 10503     |
 FB2627| CZ4912 MCBEE AZ MK                                        1084853.6 |
 FB2627| CZ4914 MCBEE RM 2                           25.055 METERS 10946     |
 FB2627|---------------------------------------------------------------------|
 FB2627
 FB2627                          SUPERSEDED SURVEY CONTROL
 FB2627
 FB2627  NAD 83(1995)-  35 57 23.56512(N)    083 34 43.52278(W) AD(       ) 2
 FB2627  NAD 83(1986)-  35 57 23.56987(N)    083 34 43.52197(W) AD(       ) 2
 FB2627  NAD 27      -  35 57 23.25400(N)    083 34 43.91300(W) AD(       ) 2
 FB2627  NGVD 29 (07/19/86)  418.6    (m)         1373.     (f) VERT ANG       
 FB2627
 FB2627.Superseded values are not recommended for survey control.
 FB2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2627.See file dsdata.txt to determine how the superseded data were derived.
 FB2627
 FB2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6743182203(NAD 83)
 FB2627_MARKER: DS = TRIANGULATION STATION DISK
 FB2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FB2627
 FB2627  HISTORY     - Date     Condition        Report By
 FB2627  HISTORY     - 1934     MONUMENTED       CGS
 FB2627  HISTORY     - 1947     GOOD             CGS
 FB2627  HISTORY     - 1949     GOOD             TVA
 FB2627  HISTORY     - 1961     GOOD             CGS
 FB2627  HISTORY     - 1972     GOOD             TVA
 FB2627
 FB2627                          STATION DESCRIPTION
 FB2627
 FB2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FB2627'ABOUT 7-3/4 MILES EAST-SOUTHEAST OF THORNGROVE, 6-1/4 MILES
 FB2627'NORTH-NORTHWEST OF SEVIERVILLE, 1-1/4 MILES NORTH OF FERRY ACROSS
 FB2627'FRENCH BROAD RIVER BETWEEN KODAK AND SEVIERVILLE, 3/4 MILE
 FB2627'EAST-SOUTHEAST OF KODAK POST OFFICE, ON HIGH KNOLL, ON PROPERTY OF
 FB2627'CLARA BRYANT MCBEE, AT WEST EDGE OF CULTIVATED FIELD, 30.5 FEET
 FB2627'EAST-NORTHEAST OF 24-INCH TRIANGLE-BLAZED OAK TREE, AND 26.3 FEET
 FB2627'SOUTH-SOUTHEAST OF FENCE CORNER.  TO REACH FROM JUNCTION OF U.S.
 FB2627'ROUTES 11E AND 70 ABOUT 10 MILES EAST OF KNOXVILLE, FOLLOW ROUTE
 FB2627'70 EAST 0.65 MILE TO TEXACO GAS STATION AND TOURIST STATION ON LEFT
 FB2627'AT GRAVEL CROSSROADS, TURN RIGHT AND GO 0.25 MILE, KEEP LEFT
 FB2627'FORK AND GO 0.85 MILE, KEEP TO LEFT ON GRAVEL ROAD AND GO 0.95 MILE,
 FB2627'TURN LEFT ONTO ASPHALT ROAD AT J.M. SMITHS STORE AT THORNGROVE AND GO
 FB2627'0.5 MILE, KEEP TO LEFT JUST AFTER PASSING 2-STORY HOUSE ON RIGHT,
 FB2627'FOLLOW MAIN ROAD AHEAD 5.1 MILES KEEPING STRAIGHT AHEAD AT CROSSROADS
 FB2627'AT WARRENS STORE AND OLD KODAK, GO 1.85 MILES AND TURN LEFT ONTO
 FB2627'GRAVEL ROAD AT SMALL COTTAGE ON RIGHT, GO 2.35 MILES (1.0 MILE BEYOND
 FB2627'KODAK POST OFFICE), TURN RIGHT ONTO GRAVEL ROAD JUST AFTER CROSSING
 FB2627'WOODEN BRIDGE AND GO 0.25 MILE TO J.W. CARMICHAELS HOME AND BARN ON
 FB2627'LEFT AT OLD FIELD ROAD, TURN RIGHT AND FOLLOW OLD FIELD ROAD 0.3
 FB2627'MILE TO TOP OF HILL AND STATION.  SURFACE AND UNDERGROUND
 FB2627'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FB2627'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FB2627'CONCRETE.  NO. 1 IS 88-1/2 FEET NORTH OF EAST-AND-WEST
 FB2627'FENCE, 61-1/2 FEET EAST OF NORTH- AND-SOUTH FENCE, AND ABOUT 4
 FB2627'FEET LOWER THAN AND 103.59 FEET FROM STATION 32 DEG 50 MIN E.
 FB2627'NO. 2 IS ON DOWN SLOPE OF HILL, 2-1/2 FEET NORTH OF WIRE
 FB2627'FENCE, AND 82.20 FEET FROM STATION S 70 DEG 14 MIN E.
 FB2627'AZIMUTH MARK IS 1/2 MILE ALONG MAIN ROAD FROM ROAD LEADING TO
 FB2627'STATION, 15 FEET WEST OF CENTER OF ROAD, DIRECTLY BELOW TELEPHONE
 FB2627'LINE, JUST INSIDE FENCE AT ENTRANCE TO MEADOW, AND ABOUT 0.6 MILE
 FB2627'FROM STATION.  STATION ENGLISH
 FB2627'(SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM
 FB2627'GROUND AT STATION.
 FB2627
 FB2627                          STATION RECOVERY (1947)
 FB2627
 FB2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JH)
 FB2627'STATION IS IN GOOD CONDITION, EXCEPT THE WOODEN TOWER AND FLAG.  THE
 FB2627'TOWER IS BEGINNING TO GET A LITTLE WEAK DUE TO THE WEATHER AND THE
 FB2627'FLAG HAS BEEN DESTROYED BY WIND AND RAIN.
 FB2627
 FB2627                          STATION RECOVERY (1949)
 FB2627
 FB2627'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (SL)
 FB2627'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 FB2627'CONDITION.  DESCRIPTION IS ADEQUATE.
 FB2627'
 FB2627'STATION IS LOCATED 6-1/4 MILES NNW OF SEVIERVILLE.  THE DISK IS
 FB2627'STAMPED MCBEE 1934.
 FB2627'
 FB2627'CONTROL MARKER SIGN IS SET 1.0 FOOT SW OF THE STATION.
 FB2627'
 FB2627'A 15-FOOT TRIANGULATION TOWER IS STILL STANDING.
 FB2627'
 FB2627'REFERENCE MARK 1 IS 62 FEET E OF THE WOODS LINE (N-S) INSTEAD OF E OF
 FB2627'THE N-S FENCE.
 FB2627'
 FB2627'REFERENCE MARK 2 IS 6 FEET S OF THE WIRE FENCE.
 FB2627'
 FB2627'AZIMUTH MARK IS 1.4 FEET W OF THE FENCE POST AT THE S END OF THE GAP,
 FB2627'24.5 FEET S OF THE FIRST POWER POLE ON THE W SIDE OF THE ROAD.  A
 FB2627'CONTROL MARKER SIGN IS SET 1.0 FOOT S OF THE MARK.  DELETE WORDS
 FB2627'DIRECTLY BELOW TELEPHONE LINE IN THE PREVIOUS DESCRIPTION.
 FB2627
 FB2627                          STATION RECOVERY (1961)
 FB2627
 FB2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2627'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 FB2627'GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FB2627'WERE FOUND LAYING HORIZONTALLY NEAR THEIR ORIGINAL POSITION.  THIS
 FB2627'PARTY RESET THESE MONUMENTS AND EFFACED THE ORIGINAL NUMBERING AND
 FB2627'STAMPED THE DISKS NO. 3 AND NO. 4.  FOLLOWING IS A NEW AND COMPLETE
 FB2627'DESCRIPTION.
 FB2627'
 FB2627'THE STATION IS LOCATED ON THE PROPERTY OF MR. TROY CATE, ABOUT 7-3/4
 FB2627'MILES SOUTHEAST OF THORNGROVE, ABOUT 6 MILES NORTH OF SEVIERVILLE
 FB2627'AND ABOUT 3/4 MILE SOUTHEAST OF THE KODAK POST OFFICE.
 FB2627'
 FB2627'TO REACH THE STATION FROM THE KODAK POST OFFICE, GO EAST ON STATE
 FB2627'HIGHWAY 139 FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON
 FB2627'THE GRAVELED ROAD AND GO 0.25 MILE TO A BARN ON THE LEFT AND A WIRE
 FB2627'GAP ON THE RIGHT, * TURN RIGHT AND PASS THROUGH WIRE GAP AND GO
 FB2627'WEST FOR 0.05 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO 0.05 MILE
 FB2627'TO ANOTHER WIRE GATE, CONTINUE WESTERLY ALONG FENCE FOR 0.1
 FB2627'MILE TO THE EDGE OF TIMBER, TURN LEFT FOLLOWING ALONG THE EAST EDGE
 FB2627'OF TIMBER LINE TO THE TOP OF THE HILL AND THE STATION AS
 FB2627'DESCRIBED.
 FB2627'
 FB2627'THE STATION MARK IS A STANDARD DISK, STAMPED MCBEE 1934, SET IN A
 FB2627'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 53 FEET SOUTH OF
 FB2627'A TRIANGULAR BLAZED TWIN TRUNK TREE, 1 FOOT NORTH OF AN EAST-WEST
 FB2627'FENCE LINE, 1.0 FOOT NORTHEAST OF A WITNESS SIGN AND IN THE
 FB2627'SOUTHWEST CORNER OF A CULTIVATED FIELD.
 FB2627'
 FB2627'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED MCBEE NO 3 1934, SET
 FB2627'IN A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 20 FEET EAST
 FB2627'OF A TRIANGULAR BLAZED TWIN TRUNK TREE, SET AT THE WEST EDGE OF THE
 FB2627'CULTIVATED FIELD AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 FB2627'
 FB2627'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED MCBEE NO 4 1934, SET
 FB2627'IN A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 2.1 FEET
 FB2627'NORTHWEST OF A FENCE POST, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE
 FB2627'AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 FB2627'
 FB2627'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED MCBEE AZI
 FB2627'1934, SET IN A CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT
 FB2627'IS 24.5 FEET SOUTH OF TELEPHONE POLE NO. 9, 15 FEET WEST OF THE
 FB2627'CENTER OF A GRAVELED ROAD, 2.4 FEET NORTHWEST OF A FENCE
 FB2627'POST AND 1.1 FEET NORTH OF A WITNESS SIGN.
 FB2627'
 FB2627'*TO REACH THE AZIMUTH MARK FROM THE BARN ON THE LEFT AND A WIRE GAP
 FB2627'ON THE RIGHT, CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 0.45
 FB2627'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FB2627'
 FB2627'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FB2627
 FB2627                          STATION RECOVERY (1972)
 FB2627
 FB2627'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (JW)
 FB2627'STATION RECOVERED IN GOOD CONDITION.
 FB2627'
 FB2627'DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1268 ***********************************************************************
 FC1268  DESIGNATION -  MCBRIEN
 FC1268  PID         -  FC1268
 FC1268  STATE/COUNTY-  TN/HAMILTON
 FC1268  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1268
 FC1268                         *CURRENT SURVEY CONTROL
 FC1268  ___________________________________________________________________
 FC1268* NAD 83(1995)-  35 00 21.10942(N)    085 13 51.95804(W)     ADJUSTED  
 FC1268* NAVD 88     -       211.128  (meters)     692.68   (feet)  ADJUSTED  
 FC1268  ___________________________________________________________________
 FC1268  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 FC1268  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1268  DYNAMIC HT  -         210.918 (meters)     691.99  (feet)  COMP
 FC1268  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1268
 FC1268  HORZ ORDER  -  SECOND
 FC1268  VERT ORDER  -  SECOND    CLASS 0
 FC1268
 FC1268.The horizontal coordinates were established by classical geodetic methods
 FC1268.and adjusted by the National Geodetic Survey in April 1999..
 FC1268
 FC1268.The orthometric height was determined by differential leveling
 FC1268.and adjusted by the National Geodetic Survey in June 1991..
 FC1268
 FC1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1268
 FC1268.The geoid height was determined by GEOID03.
 FC1268
 FC1268.The dynamic height is computed by dividing the NAVD 88
 FC1268.geopotential number by the normal gravity value computed on the
 FC1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1268.degrees latitude (g = 980.6199 gals.).
 FC1268
 FC1268.The modeled gravity was interpolated from observed gravity values.
 FC1268
 FC1268;                    North         East     Units Scale Factor Converg.
 FC1268;SPC TN       -    74,894.412   670,189.447   MT  1.00005205   +0 27 00.5
 FC1268;SPC TN       -   245,716.08  2,198,779.88   sFT  1.00005205   +0 27 00.5
 FC1268;UTM  16      - 3,875,122.961   661,412.426   MT  0.99992111   +1 00 53.9
 FC1268
 FC1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1268!SPC TN       -   0.99997154  x   1.00005205  =   1.00002358
 FC1268!UTM  16      -   0.99997154  x   0.99992111  =   0.99989265
 FC1268
 FC1268|---------------------------------------------------------------------|
 FC1268| PID    Reference Object                     Distance      Geod. Az  |
 FC1268|                                                           dddmmss.s |
 FC1268| FC1267 MCBRIEN RM 1                         11.864 METERS 11406     |
 FC1268| FC1266 MCBRIEN AZ MK                                      1142642.0 |
 FC1268| FC1269 MCBRIEN RM 2                          9.702 METERS 29408     |
 FC1268|---------------------------------------------------------------------|
 FC1268
 FC1268                          SUPERSEDED SURVEY CONTROL
 FC1268
 FC1268  NAD 83(1995)-  35 00 21.11025(N)    085 13 51.95881(W) AD(       ) 2
 FC1268  NAD 83(1995)-  35 00 21.10942(N)    085 13 51.96103(W) AD(       ) 2
 FC1268  NAD 83(1995)-  35 00 21.11001(N)    085 13 51.95900(W) AD(       ) 2
 FC1268  NAD 83(1986)-  35 00 21.11030(N)    085 13 51.95851(W) AD(       ) 2
 FC1268  NAD 27      -  35 00 20.84020(N)    085 13 52.11860(W) AD(       ) 2
 FC1268  NGVD 29 (??/??/92)  211.140  (m)          692.72   (f) ADJ UNCH    2 0
 FC1268
 FC1268.Superseded values are not recommended for survey control.
 FC1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1268.See file dsdata.txt to determine how the superseded data were derived.
 FC1268
 FC1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6141275123(NAD 83)
 FC1268_MARKER: DZ = AZIMUTH MARK DISK
 FC1268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1268_SP_SET: CURB
 FC1268_STAMPING: MC BRIEN 1961
 FC1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1268
 FC1268  HISTORY     - Date     Condition        Report By
 FC1268  HISTORY     - 1961     MONUMENTED       CGS
 FC1268  HISTORY     - 1962     GOOD             NGS
 FC1268  HISTORY     - 1972     MARK NOT FOUND   NGS
 FC1268  HISTORY     - 1975     MARK NOT FOUND   NGS
 FC1268  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1268  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1268
 FC1268                          STATION DESCRIPTION
 FC1268
 FC1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1268'THE STATION IS LOCATED IN THE EAST PART OF CHATTANOOGA NEAR THE
 FC1268'BRAINERD STATION POST OFFICE.
 FC1268'
 FC1268'TO REACH FROM THE BRAINERD STATION POST OFFICE, GO SOUTHEAST ON U.S.
 FC1268'HIGHWAY 11 FOR 0.35 MILE TO MCBRIEN ROAD, TURN RIGHT AND GO 0.5
 FC1268'MILE TO A BRIDGE OVER THE INTERSTATE HIGHWAY AND THE AZIMUTH MARK,
 FC1268'TURN RIGHT ON THE ACCESS ROAD AT THE SOUTHWEST END OF THE BRIDGE
 FC1268'AND GO 0.1 MILE TO THE STATION ON THE LEFT.
 FC1268'
 FC1268'THE STATION MARK IS 83 FEET NORTHEAST OF THE NORTH CORNER OF HOUSE
 FC1268'NUMBER 113, 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 FC1268'ACCESS ROAD, AND 3.8 FEET NORTHEAST OF A METAL WITNESS POST. THE DISK
 FC1268'IS CEMENTED IN A DRILLED HOLE IN A CONCRETE CURB, FLUSH, AND IS
 FC1268'STAMPED MCBRIEN 1961.
 FC1268'
 FC1268'REFERENCE MARK NO. 1 IS 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC1268'OF THE ACCESS ROAD. THE DISK IS CEMENTED IN A DRILLED HOLE IN
 FC1268'A CONCRETE CURB, FLUSH, AND IS STAMPED MCBRIEN NO 1 1961.
 FC1268'
 FC1268'REFERENCE MARK NO. 2 IS 19 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC1268'OF THE ACCESS ROAD. THE DISK IS CEMENTED IN A DRILLED HOLE IN
 FC1268'A CONCRETE CURB, FLUSH, AND IS STAMPED MCBRIEN NO 2 1961.
 FC1268'
 FC1268'THE AZIMUTH MARK IS 81 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 FC1268'MCBRIEN ROAD, 24 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 FC1268'ACCESS ROAD, AND 5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 FC1268'SIDEWALK. THE DISK IS CEMENTED IN A DRILLED HOLE IN A CONCRETE
 FC1268'SIDEWALK, FLUSH, AND IS STAMPED MCBRIEN 1961.
 FC1268
 FC1268                          STATION RECOVERY (1962)
 FC1268
 FC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1268'2 MI SE FROM CHATTANOOGA.
 FC1268'TO REACH THE STATION FROM THE BRAINERD STATION POST OFFICE, GO
 FC1268'SOUTH ON U.S. HIGHWAY 11 FOR 0.35 MILE TO MC BRIEN ROAD, THENCE
 FC1268'SOUTH 0.5 MILE TO A BRIDGE OVER THE INTERSTATE HIGHWAY, THENCE
 FC1268'WEST ON THE ACCESS ROAD AT THE SOUTHWEST END OF THE BRIDGE AND
 FC1268'GO 0.1 MILE TO THE STATION ON THE RIGHT, 83 FEET NORTHEAST OF
 FC1268'THE NORTH CORNER OF HOUSE NUMBER 113, 19 FEET SOUTHWEST OF THE
 FC1268'CENTER OF THE ACCESS ROAD, 3.8 FEET NORTHEAST OF A METAL WITNESS
 FC1268'POST.  A STANDARD TRAVERSE STATION DISK DRILLED IN THE CURB OF
 FC1268'ACCESS ROAD AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1268
 FC1268                          STATION RECOVERY (1972)
 FC1268
 FC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ZAN)
 FC1268'NOT FOUND
 FC1268'
 FC1268'DESTROYED BY NEW RD CONSTRUCTION.  REF. MARK 1 AND 2 DESTROYED.
 FC1268
 FC1268                          STATION RECOVERY (1975)
 FC1268
 FC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1268'A SEARCH WAS MADE FOR ALL MARKS BUT NOTHING WAS FOUND.  A NEW
 FC1268'FRONTAGE ROAD HAS BEEN CONSTRUCTED IN THE AREA AND ALL MARKS ARE
 FC1268'ASSUMED TO HAVE BEEN DESTROYED OR COVERED BY THE CONSTRUCTION.
 FC1268'
 FC1268'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1268'EAST EDGE OF CHATTANOOGA.
 FC1268
 FC1268                          STATION RECOVERY (1983)
 FC1268
 FC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1268'NOT RECOVERED, CONSIDERED DESTROYED.
 FC1268
 FC1268                          STATION RECOVERY (1996)
 FC1268
 FC1268'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1266 ***********************************************************************
 FC1266  DESIGNATION -  MCBRIEN AZ MK
 FC1266  PID         -  FC1266
 FC1266  STATE/COUNTY-  TN/HAMILTON
 FC1266  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1266
 FC1266                         *CURRENT SURVEY CONTROL
 FC1266  ___________________________________________________________________
 FC1266* NAD 83(1986)-  35 00 17.     (N)    085 13 41.     (W)     SCALED    
 FC1266* NAVD 88     -       210.514  (meters)     690.66   (feet)  ADJUSTED  
 FC1266  ___________________________________________________________________
 FC1266  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FC1266  DYNAMIC HT  -         210.305 (meters)     689.98  (feet)  COMP
 FC1266  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 FC1266
 FC1266  VERT ORDER  -  SECOND    CLASS 0
 FC1266
 FC1266.The horizontal coordinates were scaled from a topographic map and have
 FC1266.an estimated accuracy of +/- 6 seconds.
 FC1266
 FC1266.The orthometric height was determined by differential leveling
 FC1266.and adjusted by the National Geodetic Survey in June 1991..
 FC1266
 FC1266.The geoid height was determined by GEOID03.
 FC1266
 FC1266.The dynamic height is computed by dividing the NAVD 88
 FC1266.geopotential number by the normal gravity value computed on the
 FC1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1266.degrees latitude (g = 980.6199 gals.).
 FC1266
 FC1266.The modeled gravity was interpolated from observed gravity values.
 FC1266
 FC1266;                    North         East    Units  Estimated Accuracy
 FC1266;SPC TN       -    74,770.      670,470.      MT  (+/- 180 meters Scaled)
 FC1266
 FC1266                          SUPERSEDED SURVEY CONTROL
 FC1266
 FC1266  NGVD 29 (??/??/92)  210.525  (m)          690.70   (f) ADJ UNCH    2 0
 FC1266
 FC1266.Superseded values are not recommended for survey control.
 FC1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1266.See file dsdata.txt to determine how the superseded data were derived.
 FC1266
 FC1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD616750(NAD 83)
 FC1266_MARKER: DZ = AZIMUTH MARK DISK
 FC1266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1266_SP_SET: SIDEWALK
 FC1266_STAMPING: MC BRIEN 1961
 FC1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1266
 FC1266  HISTORY     - Date     Condition        Report By
 FC1266  HISTORY     - 1961     MONUMENTED       CGS
 FC1266  HISTORY     - 1962     GOOD             NGS
 FC1266  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1266  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1266
 FC1266                          STATION DESCRIPTION
 FC1266
 FC1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1266'2 MI SE FROM CHATTANOOGA.
 FC1266'THE AZIMUTH MARK IS 0.1 MILE EAST OF THE MC BRIEN STATION SITE,
 FC1266'81 FEET NORTHWEST OF THE CENTER OF MC BRIEN ROAD, 24 FEET
 FC1266'SOUTHWEST OF THE CENTER OF THE ACCESS ROAD, 5 FEET SOUTHEAST
 FC1266'OF THE NORTHWEST EDGE OF THE SIDEWALK.  A STANDARD AZIMUTH MARK
 FC1266'DRILLED IN SIDEWALK OF ACCESS ROAD AND IS ABOUT 3 INCHES BELOW
 FC1266'THE LEVEL OF MC BRIEN ROAD.
 FC1266
 FC1266                          STATION RECOVERY (1983)
 FC1266
 FC1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1266'NOT RECOVERED, CONSIDERED DESTROYED.
 FC1266
 FC1266                          STATION RECOVERY (1996)
 FC1266
 FC1266'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1267 ***********************************************************************
 FC1267  DESIGNATION -  MCBRIEN RM 1
 FC1267  PID         -  FC1267
 FC1267  STATE/COUNTY-  TN/HAMILTON
 FC1267  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1267
 FC1267                         *CURRENT SURVEY CONTROL
 FC1267  ___________________________________________________________________
 FC1267* NAD 83(1986)-  35 00 20.     (N)    085 13 52.     (W)     SCALED    
 FC1267* NAVD 88     -       210.580  (meters)     690.88   (feet)  ADJUSTED  
 FC1267  ___________________________________________________________________
 FC1267  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1267  DYNAMIC HT  -         210.371 (meters)     690.19  (feet)  COMP
 FC1267  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1267
 FC1267  VERT ORDER  -  SECOND    CLASS 0
 FC1267
 FC1267.The horizontal coordinates were scaled from a topographic map and have
 FC1267.an estimated accuracy of +/- 6 seconds.
 FC1267
 FC1267.The orthometric height was determined by differential leveling
 FC1267.and adjusted by the National Geodetic Survey in June 1991..
 FC1267
 FC1267.The geoid height was determined by GEOID03.
 FC1267
 FC1267.The dynamic height is computed by dividing the NAVD 88
 FC1267.geopotential number by the normal gravity value computed on the
 FC1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1267.degrees latitude (g = 980.6199 gals.).
 FC1267
 FC1267.The modeled gravity was interpolated from observed gravity values.
 FC1267
 FC1267;                    North         East    Units  Estimated Accuracy
 FC1267;SPC TN       -    74,860.      670,190.      MT  (+/- 180 meters Scaled)
 FC1267
 FC1267                          SUPERSEDED SURVEY CONTROL
 FC1267
 FC1267  NGVD 29 (??/??/92)  210.592  (m)          690.92   (f) ADJ UNCH    2 0
 FC1267
 FC1267.Superseded values are not recommended for survey control.
 FC1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1267.See file dsdata.txt to determine how the superseded data were derived.
 FC1267
 FC1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD614750(NAD 83)
 FC1267_MARKER: DR = REFERENCE MARK DISK
 FC1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1267_SP_SET: CURB
 FC1267_STAMPING: MC BRIEN NO 1 1961
 FC1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1267
 FC1267  HISTORY     - Date     Condition        Report By
 FC1267  HISTORY     - 1961     MONUMENTED       CGS
 FC1267  HISTORY     - 1962     GOOD             NGS
 FC1267  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1267  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1267
 FC1267                          STATION DESCRIPTION
 FC1267
 FC1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1267'2 MI SE FROM CHATTANOOGA.
 FC1267'AT THE MC BRIEN STATION SITE, 38.9 FEET EAST OF STATION, 19 FEET
 FC1267'SOUTHWEST OF THE CENTER OF ACCESS ROAD.  A STANDARD REFERENCE
 FC1267'MARK DISK DRILLED IN THE CURB OF ACCESS ROAD AND IS ABOUT 5
 FC1267'INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1267
 FC1267                          STATION RECOVERY (1983)
 FC1267
 FC1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1267'NOT RECOVERED, CONSIDERED DESTROYED.
 FC1267
 FC1267                          STATION RECOVERY (1996)
 FC1267
 FC1267'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1269 ***********************************************************************
 FC1269  DESIGNATION -  MCBRIEN RM 2
 FC1269  PID         -  FC1269
 FC1269  STATE/COUNTY-  TN/HAMILTON
 FC1269  USGS QUAD   -  EAST CHATTANOOGA (1976)
 FC1269
 FC1269                         *CURRENT SURVEY CONTROL
 FC1269  ___________________________________________________________________
 FC1269* NAD 83(1986)-  35 00 20.     (N)    085 13 52.     (W)     SCALED    
 FC1269* NAVD 88     -       211.564  (meters)     694.11   (feet)  ADJUSTED  
 FC1269  ___________________________________________________________________
 FC1269  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FC1269  DYNAMIC HT  -         211.354 (meters)     693.42  (feet)  COMP
 FC1269  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 FC1269
 FC1269  VERT ORDER  -  SECOND    CLASS 0
 FC1269
 FC1269.The horizontal coordinates were scaled from a topographic map and have
 FC1269.an estimated accuracy of +/- 6 seconds.
 FC1269
 FC1269.The orthometric height was determined by differential leveling
 FC1269.and adjusted by the National Geodetic Survey in June 1991..
 FC1269
 FC1269.The geoid height was determined by GEOID03.
 FC1269
 FC1269.The dynamic height is computed by dividing the NAVD 88
 FC1269.geopotential number by the normal gravity value computed on the
 FC1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1269.degrees latitude (g = 980.6199 gals.).
 FC1269
 FC1269.The modeled gravity was interpolated from observed gravity values.
 FC1269
 FC1269;                    North         East    Units  Estimated Accuracy
 FC1269;SPC TN       -    74,860.      670,190.      MT  (+/- 180 meters Scaled)
 FC1269
 FC1269                          SUPERSEDED SURVEY CONTROL
 FC1269
 FC1269  NGVD 29 (??/??/92)  211.576  (m)          694.15   (f) ADJ UNCH    2 0
 FC1269
 FC1269.Superseded values are not recommended for survey control.
 FC1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1269.See file dsdata.txt to determine how the superseded data were derived.
 FC1269
 FC1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD614750(NAD 83)
 FC1269_MARKER: DR = REFERENCE MARK DISK
 FC1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1269_SP_SET: CURB
 FC1269_STAMPING: MC BRIEN NO 2 1961
 FC1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1269
 FC1269  HISTORY     - Date     Condition        Report By
 FC1269  HISTORY     - 1961     MONUMENTED       CGS
 FC1269  HISTORY     - 1962     GOOD             NGS
 FC1269  HISTORY     - 1983     MARK NOT FOUND   NGS
 FC1269  HISTORY     - 19960605 MARK NOT FOUND   USPSQD
 FC1269
 FC1269                          STATION DESCRIPTION
 FC1269
 FC1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1269'2 MI SE FROM CHATTANOOGA.
 FC1269'AT THE MC BRIEN STATION SITE, 31.9 FEET WEST OF STATION, 19 FEET
 FC1269'SOUTHWEST OF THE CENTER OF ACCESS ROAD, A STANDARD REFERENCE
 FC1269'MARK DISK DRILLED IN THE CURB OF ACCESS ROAD AND IS ABOUT 5
 FC1269'INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1269
 FC1269                          STATION RECOVERY (1983)
 FC1269
 FC1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FC1269'NOT RECOVERED, CONSIDERED DESTROYED.
 FC1269
 FC1269                          STATION RECOVERY (1996)
 FC1269
 FC1269'RECOVERY NOTE BY US POWER SQUADRON 1996
 FC1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1588 ***********************************************************************
 FD1588  DESIGNATION -  MCCALL
 FD1588  PID         -  FD1588
 FD1588  STATE/COUNTY-  TN/WAYNE
 FD1588  USGS QUAD   -  COLLINWOOD (1975)
 FD1588
 FD1588                         *CURRENT SURVEY CONTROL
 FD1588  ___________________________________________________________________
 FD1588* NAD 83(1995)-  35 13 03.86602(N)    087 43 10.86142(W)     ADJUSTED  
 FD1588* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 FD1588  ___________________________________________________________________
 FD1588  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FD1588  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FD1588
 FD1588  HORZ ORDER  -  FIRST
 FD1588
 FD1588.The horizontal coordinates were established by classical geodetic methods
 FD1588.and adjusted by the National Geodetic Survey in April 1999..
 FD1588
 FD1588.The orthometric height was scaled from a topographic map.
 FD1588
 FD1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1588
 FD1588.The geoid height was determined by GEOID03.
 FD1588
 FD1588;                    North         East     Units Scale Factor Converg.
 FD1588;SPC TN       -    99,501.068   443,437.356   MT  1.00000585   -1 00 24.4
 FD1588;SPC TN       -   326,446.42  1,454,844.06   sFT  1.00000585   -1 00 24.4
 FD1588;UTM  16      - 3,897,427.331   434,501.529   MT  0.99965287   -0 24 54.2
 FD1588
 FD1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1588!SPC TN       -   0.99995271  x   1.00000585  =   0.99995855
 FD1588!UTM  16      -   0.99995271  x   0.99965287  =   0.99960559
 FD1588
 FD1588|---------------------------------------------------------------------|
 FD1588| PID    Reference Object                     Distance      Geod. Az  |
 FD1588|                                                           dddmmss.s |
 FD1588| CG6891 MCCALL RM 1                          43.687 METERS 04328     |
 FD1588| CG6890 MCCALL AZ MK 2                                     1150925.6 |
 FD1588| CG6892 MCCALL RM 2                          37.289 METERS 11957     |
 FD1588| FD1587 COLLINGWOOD CONCRETE STACK          APPROX. 5.2 KM 1932709.2 |
 FD1588| CG6889 MCCALL AZ MK                                       3585729.4 |
 FD1588|---------------------------------------------------------------------|
 FD1588
 FD1588                          SUPERSEDED SURVEY CONTROL
 FD1588
 FD1588  NAD 83(1995)-  35 13 03.87027(N)    087 43 10.86206(W) AD(       ) 1
 FD1588  NAD 83(1995)-  35 13 03.87027(N)    087 43 10.86215(W) AD(       ) 1
 FD1588  NAD 83(1995)-  35 13 03.87176(N)    087 43 10.86245(W) AD(       ) 1
 FD1588  NAD 83(1986)-  35 13 03.87595(N)    087 43 10.86001(W) AD(       ) 1
 FD1588  NAD 27      -  35 13 03.58700(N)    087 43 10.77300(W) AD(       ) 1
 FD1588
 FD1588.Superseded values are not recommended for survey control.
 FD1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1588.See file dsdata.txt to determine how the superseded data were derived.
 FD1588
 FD1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3450297427(NAD 83)
 FD1588_MARKER: DS = TRIANGULATION STATION DISK
 FD1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1588
 FD1588  HISTORY     - Date     Condition        Report By
 FD1588  HISTORY     - 1934     MONUMENTED       CGS
 FD1588  HISTORY     - 1948     GOOD             TVA
 FD1588  HISTORY     - 1950     GOOD             TVA
 FD1588  HISTORY     - 1962     GOOD             CGS
 FD1588  HISTORY     - 1974     GOOD             NGS
 FD1588
 FD1588                          STATION DESCRIPTION
 FD1588
 FD1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1588'ABOUT 7.5 MILES AIRLINE SOUTH-SOUTHEAST OF WAYNESBORO, 3.5 MILES
 FD1588'NORTH-NORTHEAST OF
 FD1588'COLLINWOOD, 1 MILE EAST OF HEAD OF CHALK CREEK,
 FD1588'0.75 MILE NORTH OF MCCALL
 FD1588'SCHOOLHOUSE, AND ON LAND OWNED BY BON AIR
 FD1588'CO (MANAGED BY MR MCCALL WHO LIVES ABOUT
 FD1588'0.25 MILE EAST OF STATION).
 FD1588'TO REACH FROM WAYNESBORO COURTHOUSE, GO SOUTH 9.1 MILES ON
 FD1588'STATE ROUTE
 FD1588'13 TO STATION SITE.  STATION IS IN PASTURE, 37 FEET EAST OF
 FD1588'STATE ROUTE 13 26 FEET
 FD1588'NORTHEAST OF GUY POLE ON EAST SIDE OF ROAD,
 FD1588'AND 20 FEET EAST OF FENCE LINE.  SURFACE
 FD1588'AND UNDERGROUND MARKS ARE
 FD1588'STANDARD STATION DISKS IN CONCRETE.
 FD1588'SURFACE MARK
 FD1588'PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1588'STANDARD REFERENCE
 FD1588'DISKS IN CONCRETE.  REFERENCE MARK NO 1,
 FD1588'PROJECTING 2 INCHES ABOVE GROUND, IS
 FD1588'12 FEET WEST OF CENTER LINE OF
 FD1588'DIRT ROAD, 1 FOOT WEST OF FENCE LINE, AND 143.33 FEET
 FD1588'FROM STATION N 43 DEG 28 MIN E.
 FD1588'REFERENCE MARK NO 2, PROJECTING 6 INCHES
 FD1588'ABOVE GROUND, IS
 FD1588'15 FEET WEST OF CENTER LINE OF DIRT ROAD, 1 FOOT
 FD1588'WEST OF FENCE LINE, AND 122.34 FEET
 FD1588'FROM STATION S 61 DEG 04 MIN E.
 FD1588'AZIMUTH MARK, PROJECTING 3 INCHES ABOVE
 FD1588'GROUND, IS 15 FEET
 FD1588'EAST OF FENCE CORNER, 1 FOOT SOUTH OF FENCE LINE, 27 FEET EAST OF
 FD1588'CENTER LINE OF
 FD1588'STATE ROUTE 13, AND ABOUT 0.15 MILE FROM STATION N 01 DEG 02 MIN W.
 FD1588
 FD1588                          STATION RECOVERY (1948)
 FD1588
 FD1588'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1948 (NHS)
 FD1588'LETTER FROM MR N H SAYFORD, CHIEF, MAP AND SURVEYS BRANCH, TENNESSEE
 FD1588'VALLEY AUTHORITY,
 FD1588'CHATTANOOGA, TENNESSEE, DATED SEPT 27, 1948-
 FD1588'
 FD1588'THE AZIMUTH MARK HAD BEEN MOVED ABOUT 8 FEET FROM ITS ORIGINAL
 FD1588'POSITION.  FOR A
 FD1588'NEW AZIMUTH FROM THE STATION TO THE AZIMUTH MARK, A
 FD1588'THIRD-ORDER AZIMUTH OBSERVATION ON
 FD1588'POLARIS WAS MADE WITH THE
 FD1588'FOLLOWING RESULTS-
 FD1588'
 FD1588'MCCALL TO AZIMUTH MARK
 FD1588'
 FD1588'N 0 DEG 54 MIN W.
 FD1588'
 FD1588'GRID (TENN LAMBERT) N 0 DEG 07 MIN E.
 FD1588'
 FD1588'THE DISTANCE FROM THE STATION TO THE AZIMUTH MARK WAS CHAINED.  THE
 FD1588'GRID DISTANCE
 FD1588'(TENN LAMBERT) IS 864.31 FEET.
 FD1588
 FD1588                          STATION RECOVERY (1950)
 FD1588
 FD1588'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (DLS)
 FD1588'STATION AND REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 FD1588'IN GOOD CONDITION.
 FD1588'STEEL POST WITH CONTROL MARKER SIGN SET 2 FEET W
 FD1588'OF THE STATION.  ANOTHER MARKER WAS
 FD1588'SET 1 FOOT W OF THE AZIMUTH MARK.
 FD1588'
 FD1588'STATION IS LOCATED 3.5 MILES NNE OF COLLINWOOD.
 FD1588
 FD1588                          STATION RECOVERY (1962)
 FD1588
 FD1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1588'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1588'RECOVERED AND FOUND IN
 FD1588'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED, BUT THE
 FD1588'ARROW IS POINTING AWAY FROM
 FD1588'THE STATION, PROBABLY SO PLACED WHEN
 FD1588'MOVED BY NED H SAYFORD OF THE TENNESSEE VALLEY
 FD1588'AUTHORITY AS COVERED
 FD1588'IN THE 1948 RECOVERY NOTE BY THAT ORGANIZATION.
 FD1588'
 FD1588'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1588'
 FD1588'THE STATION AND THE AZIMUTH ARE ON THE PROPERTY OF THE HASSELL-HUGHES
 FD1588'LUMBER CO AND THE REFERENCE
 FD1588'MARKS ARE ON THE RIGHT-OF-WAY OF THE NATCHEZ TRACE
 FD1588'PARKWAY, ABOUT 7.5 MILES
 FD1588'SOUTH-SOUTHWEST OF WAYNESBORO, 3.5 MILES
 FD1588'NORTH-NORTHEAST OF COLLINWOOD AND 0.05 MILE
 FD1588'WEST OF THE NATCHEZ TRACE PARKWAY.
 FD1588'
 FD1588'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST NORTH OF THE POST
 FD1588'OFFICE IN COLLINWOOD, GO
 FD1588'EAST ON STATE ROUTE 13 FOR 0.15 MILE TO A TRAFFIC
 FD1588'LIGHT WHERE STATE ROUTE 13 TURNS
 FD1588'LEFT AND THE NATCHEZ TRACE PARKWAY
 FD1588'ACCESS ROAD CONTINUES STRAIGHT AHEAD.  HERE TURN
 FD1588'LEFT, NORTHERLY, ON
 FD1588'STATE ROUTE 13 AND GO 3.45 MILES TO A T ROAD RIGHT AND A CATTLE
 FD1588'SHED AND SMALL
 FD1588'CORRAL IN THE NORTHEAST ANGLE AND THE STATION JUST NORTH OF
 FD1588'THIS CORRAL.
 FD1588'
 FD1588'THE STATION IS 41 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 FD1588'CORRAL, 37 FEET EAST OF THE
 FD1588'APPROXIMATE CENTER OF STATE ROUTE 13, 32 FEET NORTHEAST
 FD1588'OF A GUYED TELEPHONE POLE, 19
 FD1588'FEET EAST OF THE CENTER OF A BOARD
 FD1588'GATE, 16 FEET EAST OF A FENCE, AND 2.4 FEET EAST
 FD1588'OF A METAL WITNESS
 FD1588'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FD1588'ROUND, CONCRETE
 FD1588'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 FD1588'STAMPED MCCALL 1934.
 FD1588'
 FD1588'REFERENCE MARK NO 1 IS IN OPEN GRASSLAND NORTHEAST OF THE STATION,
 FD1588'139 FEET NORTH OF THE
 FD1588'NORTHEAST CORNER OF THE CORRAL, 132 FEET EAST OF A WOVEN
 FD1588'WIRE FENCE AND 17 FEET EAST OF
 FD1588'THE APPROXIMATE CENTER OF A TRACK
 FD1588'ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FD1588'12-INCH, ROUND,
 FD1588'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MCCALL NO 1 1934.
 FD1588'
 FD1588'REFERENCE MARK NO 2 IS IN OPEN GRASSLAND SOUTHEAST OF THE STATION,
 FD1588'104 FEET SOUTHEAST OF
 FD1588'THE SOUTHEAST CORNER OF A SHED, 80 FEET SOUTHEAST OF THE
 FD1588'NORTHEAST CORNER OF THE CORRAL,
 FD1588'79 FEET NORTH OF A WOVEN WIRE FENCE,
 FD1588'AND 75 FEET EAST OF THE CORRAL FENCE.  IT IS A
 FD1588'STANDARD DISK SET IN
 FD1588'THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 FD1588'DISK IS STAMPED
 FD1588'MCCALL NO 2 1934.
 FD1588'
 FD1588'THE AZIMUTH MARK IS AT THE WEST EDGE OF A CULTIVATED FIELD, 23 FEET
 FD1588'EAST OF THE APPROXIMATE
 FD1588'CENTER OF STATE ROUTE 13, 1 FOOT EAST OF A FENCE, AND 0.8
 FD1588'FOOT EAST OF A METAL WITNESS
 FD1588'POST AND TVA SIGN.  IT IS A STANDARD
 FD1588'DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1588'CONCRETE MONUMENT THAT
 FD1588'PROJECTS 8 INCHES AND THE DISK IS STAMPED MCCALL AZIMUTH 1934.
 FD1588'
 FD1588'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON STATE
 FD1588'ROUTE 13 FOR 0.2 MILE TO
 FD1588'THE MARK ON THE RIGHT.
 FD1588
 FD1588                          STATION RECOVERY (1974)
 FD1588
 FD1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FEP)
 FD1588'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO
 FD1588'HIGHWAY CONSTRUCTION, THE AZIMUTH MARK WOULD BE DESTROYED.  A NEW
 FD1588'AZIMUTH MARK WAS ESTABLISHED AND AFTER OBSERVATIONS WERE MADE, THE
 FD1588'DISK WAS BROKEN FROM THE OLD MARK.
 FD1588'
 FD1588'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FD1588'
 FD1588'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF
 FD1588'WAYNESBORO, 3-1/2 MILES NORTH-NORTHEAST OF COLLINWOOD AND 0.05 MILE
 FD1588'WEST OF THE NATCHEZ TRACE PARKWAY.
 FD1588'
 FD1588'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST NORTH OF THE POST
 FD1588'OFFICE IN COLLINWOOD, GO EASTERLY ON STATE ROUTE 13 TO A TRAFFIC
 FD1588'LIGHT WHERE STATE ROUTE 13 TURNS LEFT AND AN ACCESS ROAD TO THE
 FD1588'NATCHEZ TRACE PARKWAY CONTINUES STRAIGHT AHEAD.  TURN LEFT,
 FD1588'NORTH, AND CONTINUE ON STATE ROUTE 13 FOR 3.45 MILES TO A
 FD1588'GRAVELED SIDE ROAD AND THE STATION ON THE RIGHT.*
 FD1588'
 FD1588'THE STATION IS 136 FEET NORTH OF AN EAST-WEST WIRE FENCE, 37 FEET
 FD1588'EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 13, 32 FEET NORTH OF A
 FD1588'GUYED GUY POLE, 4 FEET WEST OF THE EAST RIGHT-OF-WAY LINE AND 2.7
 FD1588'FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 FD1588'U. S. C. AND G. S. DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FD1588'CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED MC
 FD1588'CALL 1934.
 FD1588'
 FD1588'REFERENCE MARK NO. 1 IS 242 FEET NORTH OF AN EAST-WEST WIRE FENCE
 FD1588'AND 144 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE 13.  IT
 FD1588'IS A STANDARD U. S. C. AND G. S. DISK SET IN THE TOP OF A 12-INCH,
 FD1588'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MC CALL NO 1
 FD1588'1934.
 FD1588'
 FD1588'REFERENCE MARK NO. 2 IS 134 FEET EAST OF THE APPROXIMATE CENTER OF
 FD1588'STATE ROUTE 13 AND 79 FEET NORTH OF AN EAST-WEST WIRE FENCE.  IT IS
 FD1588'A STANDARD U. S. C. AND G. S. DISK SET IN THE TOP OF A 12-INCH,
 FD1588'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MC CALL NO 2
 FD1588'1934.
 FD1588'
 FD1588'THE AZIMUTH MARK IS 8.4 FEET SOUTH OF THE NORTH END OF THE EAST
 FD1588'SAFETY CURB OF A CONCRETE BRIDGE.  IT IS A STANDARD U. S. C. AND G.
 FD1588'S. DISK CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF THE CURB AND THE
 FD1588'DISK IS STAMPED MC CALL 1934 1974.
 FD1588'
 FD1588'TO REACH THE AZIMUTH MARK*, TURN RIGHT ON THE GRAVELED ROAD AND GO
 FD1588'EASTERLY FOR ABOUT 0.1 MILE TO A CONCRETE BRIDGE OVER THE GRAVELED
 FD1588'ROAD AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2413 ***********************************************************************
 GB2413  DESIGNATION -  MCCOIN
 GB2413  PID         -  GB2413
 GB2413  STATE/COUNTY-  TN/JACKSON
 GB2413  USGS QUAD   -  GAINESBORO (1979)
 GB2413
 GB2413                         *CURRENT SURVEY CONTROL
 GB2413  ___________________________________________________________________
 GB2413* NAD 83(1995)-  36 18 40.20806(N)    085 37 42.35291(W)     ADJUSTED  
 GB2413* NAVD 88     -       312.0    (meters)    1024.     (feet)  VERTCON   
 GB2413  ___________________________________________________________________
 GB2413  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GB2413  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 GB2413
 GB2413  HORZ ORDER  -  SECOND
 GB2413
 GB2413.The horizontal coordinates were established by classical geodetic methods
 GB2413.and adjusted by the National Geodetic Survey in April 1999..
 GB2413
 GB2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2413
 GB2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2413
 GB2413.The geoid height was determined by GEOID03.
 GB2413
 GB2413;                    North         East     Units Scale Factor Converg.
 GB2413;SPC TN       -   219,505.481   633,369.244   MT  0.99998299   +0 13 03.1
 GB2413;SPC TN       -   720,160.90  2,077,978.93   sFT  0.99998299   +0 13 03.1
 GB2413;UTM  16      - 4,019,335.365   623,132.318   MT  0.99978681   +0 48 44.3
 GB2413
 GB2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2413!SPC TN       -   0.99995575  x   0.99998299  =   0.99993874
 GB2413!UTM  16      -   0.99995575  x   0.99978681  =   0.99974256
 GB2413
 GB2413:                Primary Azimuth Mark                     Grid Az
 GB2413:SPC TN       -  MCCOIN AZ MK                             085 42 34.4
 GB2413:UTM  16      -  MCCOIN AZ MK                             085 06 53.2
 GB2413
 GB2413|---------------------------------------------------------------------|
 GB2413| PID    Reference Object                     Distance      Geod. Az  |
 GB2413|                                                           dddmmss.s |
 GB2413| CG6893 MCCOIN AZ MK                                       0855537.5 |
 GB2413| CG6894 MCCOIN RM 1                          43.983 METERS 10318     |
 GB2413| CG6896 MCCOIN RM 3                          20.931 METERS 11155     |
 GB2413| CG6895 MCCOIN RM 2                          30.453 METERS 20430     |
 GB2413| CG6897 MCCOIN RM 4                          27.788 METERS 20938     |
 GB2413|---------------------------------------------------------------------|
 GB2413
 GB2413                          SUPERSEDED SURVEY CONTROL
 GB2413
 GB2413  NAD 83(1995)-  36 18 40.21012(N)    085 37 42.35487(W) AD(       ) 2
 GB2413  NAD 83(1995)-  36 18 40.21360(N)    085 37 42.35698(W) AD(       ) 2
 GB2413  NAD 83(1986)-  36 18 40.21909(N)    085 37 42.35588(W) AD(       ) 2
 GB2413  NAD 27      -  36 18 40.00300(N)    085 37 42.44000(W) AD(       ) 2
 GB2413  NGVD 29 (07/19/86)  312.1    (m)         1024.     (f) VERT ANG       
 GB2413
 GB2413.Superseded values are not recommended for survey control.
 GB2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2413.See file dsdata.txt to determine how the superseded data were derived.
 GB2413
 GB2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2313219335(NAD 83)
 GB2413_MARKER: DS = TRIANGULATION STATION DISK
 GB2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2413
 GB2413  HISTORY     - Date     Condition        Report By
 GB2413  HISTORY     - 1949     MONUMENTED       CGS
 GB2413  HISTORY     - 1966     GOOD             TNHD
 GB2413
 GB2413                          STATION DESCRIPTION
 GB2413
 GB2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2413'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF COOKEVILLE, 10 MILES
 GB2413'NORTH OF BAXTER AND 4 MILES SOUTHEAST OF GAINESBORO ABOUT 0.4 MILE
 GB2413'EAST OF STATE HIGHWAY 56. IT IS 43 FEET NORTH OF CENTER OF A GRAVEL
 GB2413'ROAD, 23 FEET EAST OF CENTER OF A DIRT ROAD AND 18 FEET NORTHEAST
 GB2413'OF A WHITE WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE
 GB2413'DISK IS STAMPED MC COIN 1949.
 GB2413'
 GB2413'REFERENCE MARK NO. 1 IS 32 FEET EAST OF A POWER LINE POLE, 15 FEET
 GB2413'NORTH OF CENTER OF GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE. THE MARK
 GB2413'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MC COIN NO 1 1949.
 GB2413'
 GB2413'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 1
 GB2413'FOOT EAST OF A FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GB2413'DISK IS STAMPED MC COIN NO 2 1949.
 GB2413'
 GB2413'AZIMUTH MARK IS 24 FEET SOUTH OF CENTER OF GRAVEL ROAD, 10 FEET WEST
 GB2413'OF CENTER OF A PRIVATE DRIVEWAY, 2 FEET SOUTH OF A WHITE WITNESS
 GB2413'POST AND 1 FOOT EAST OF A FENCE. THE MARK PROJECTS ABOUT 4 INCHES AND
 GB2413'THE DISK IS STAMPED MC COIN 1949.
 GB2413'
 GB2413'TO REACH STATION FROM THE JACKSON COUNTY COURTHOUSE IN GAINESBORO, GO
 GB2413'SOUTH ON STATE HIGHWAY 56 FOR 4.2 MILES TO A GRAVEL ROAD FORK
 GB2413'LEFT, TURN LEFT ON GRAVEL ROAD AND GO EAST FOR 0.4 MILE TO THE
 GB2413'STATION ON LEFT AS DESCRIBED.
 GB2413'
 GB2413'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD FOR
 GB2413'0.2 MILE TO A DIRT DRIVEWAY ON RIGHT AND MARK ON RIGHT AS
 GB2413'DESCRIBED.
 GB2413'
 GB2413'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2413
 GB2413                          STATION RECOVERY (1966)
 GB2413
 GB2413'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2413'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.
 GB2413'REFERENCE MARKS NO. 1 AND NO. 2 COULD NOT BE FOUND AND ARE PRESUMED
 GB2413'LOST DUE TO A ROADWAY CONSTRUCTION. REFERENCE MARKS NO. 3 AND NO. 4
 GB2413'WERE ESTABLISHED BY THIS PARTY. A NEW DESCRIPTION FOLLOWS.
 GB2413'
 GB2413'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF COOKEVILLE AND 3
 GB2413'1/2 MILES SOUTHEAST OF GAINESBORO.
 GB2413'
 GB2413'TO REACH THE STATION FROM THE JACKSON COUNTY COURT HOUSE IN
 GB2413'GAINESBORO, GO SOUTHERLY ON OLD STATE ROUTE 56 FOR 4.2 MILES TO A
 GB2413'GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO EASTERLY ON THE GRAVELED
 GB2413'ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 GB2413'
 GB2413'THE STATION IS 40 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB2413'GRAVELED ROAD, 30 FEET NORTHEAST OF A FENCE CORNER AND 15.7 FEET
 GB2413'EAST OF A WITNESS POST. THE SURFACE MARK IS A STANDARD U.S.C. AND
 GB2413'G.S. TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH,
 GB2413'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MC COIN
 GB2413'1949.
 GB2413'
 GB2413'REFERENCE MARK NO. 3 IS 48 FEET WEST OF A POWER POLE AND 19 FEET
 GB2413'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.  THE MARK IS A
 GB2413'STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GB2413'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2413'DISK IS STAMPED MC COIN NO 3 1949.
 GB2413'
 GB2413'REFERENCE MARK NO. 4 IS 42 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2413'THE GRAVELED ROAD, 10 FEET WEST OF THE APPROXIMATE CENTER OF A
 GB2413'GRAVELED DRIVE AND 2 FEET EAST OF A WIRE FENCE. THE MARK IS A
 GB2413'STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GB2413'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MC
 GB2413'COIN NO 4 1949.
 GB2413'
 GB2413'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GB2413'GRAVELED ROAD, 9 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 GB2413'WIRE FENCE. THE MARK IS A STANDARD U.S.C. AND G.S. AZIMUTH MARK DISK
 GB2413'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECT 6
 GB2413'INCHES AND THE DISK IS STAMPED MC COIN 1949.
 GB2413'
 GB2413'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY ON THE
 GB2413'GRAVELED ROAD FOR 0.2 MILE TO A DRIVE AND THE MARK ON THE RIGHT.
 GB2413'
 GB2413'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GB2413'
 GB2413'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1501 ***********************************************************************
 GC1501  DESIGNATION -  MCCORY
 GC1501  PID         -  GC1501
 GC1501  STATE/COUNTY-  TN/DAVIDSON
 GC1501  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1501
 GC1501                         *CURRENT SURVEY CONTROL
 GC1501  ___________________________________________________________________
 GC1501* NAD 83(1995)-  36 04 39.67833(N)    087 01 26.55866(W)     ADJUSTED  
 GC1501* NAVD 88     -       213.723  (meters)     701.19   (feet)  ADJUSTED  
 GC1501  ___________________________________________________________________
 GC1501  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 GC1501  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC1501  DYNAMIC HT  -         213.538 (meters)     700.58  (feet)  COMP
 GC1501  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GC1501
 GC1501  HORZ ORDER  -  THIRD
 GC1501  VERT ORDER  -  SECOND    CLASS 0
 GC1501
 GC1501.The horizontal coordinates were established by classical geodetic methods
 GC1501.and adjusted by the National Geodetic Survey in April 1999..
 GC1501
 GC1501.The orthometric height was determined by differential leveling
 GC1501.and adjusted by the National Geodetic Survey in June 1991..
 GC1501
 GC1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1501
 GC1501.The geoid height was determined by GEOID03.
 GC1501
 GC1501.The dynamic height is computed by dividing the NAVD 88
 GC1501.geopotential number by the normal gravity value computed on the
 GC1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1501.degrees latitude (g = 980.6199 gals.).
 GC1501
 GC1501.The modeled gravity was interpolated from observed gravity values.
 GC1501
 GC1501;                    North         East     Units Scale Factor Converg.
 GC1501;SPC TN       -   194,017.898   507,764.666   MT  0.99995741   -0 35 58.3
 GC1501;SPC TN       -   636,540.39  1,665,891.24   sFT  0.99995741   -0 35 58.3
 GC1501;UTM  16      - 3,992,565.559   497,835.092   MT  0.99960006   -0 00 51.0
 GC1501
 GC1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1501!SPC TN       -   0.99997101  x   0.99995741  =   0.99992842
 GC1501!UTM  16      -   0.99997101  x   0.99960006  =   0.99957108
 GC1501
 GC1501:                Primary Azimuth Mark                     Grid Az
 GC1501:SPC TN       -  QUARRY                                   016 04 05.0
 GC1501:UTM  16      -  QUARRY                                   015 28 57.7
 GC1501
 GC1501|---------------------------------------------------------------------|
 GC1501| PID    Reference Object                     Distance      Geod. Az  |
 GC1501|                                                           dddmmss.s |
 GC1501| GC2537 QUARRY                              APPROX. 1.3 KM 0152806.7 |
 GC1501| CG6923 MCCORY RM 1                           7.806 METERS 17353     |
 GC1501| CG6924 MCCORY RM 2                           9.308 METERS 35811     |
 GC1501|---------------------------------------------------------------------|
 GC1501
 GC1501                          SUPERSEDED SURVEY CONTROL
 GC1501
 GC1501  NAD 83(1995)-  36 04 39.68024(N)    087 01 26.56083(W) AD(       ) 3
 GC1501  NAD 83(1995)-  36 04 39.68098(N)    087 01 26.56121(W) AD(       ) 3
 GC1501  NAD 83(1986)-  36 04 39.68865(N)    087 01 26.56194(W) AD(       ) 3
 GC1501  NAD 27      -  36 04 39.47080(N)    087 01 26.54820(W) AD(       ) 3
 GC1501  NGVD 29 (??/??/92)  213.743  (m)          701.26   (f) ADJ UNCH    2 0
 GC1501
 GC1501.Superseded values are not recommended for survey control.
 GC1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1501.See file dsdata.txt to determine how the superseded data were derived.
 GC1501
 GC1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9783592566(NAD 83)
 GC1501_MARKER: DS = TRIANGULATION STATION DISK
 GC1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1501_STAMPING: MCCORY 1959
 GC1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1501+STABILITY: SURFACE MOTION
 GC1501
 GC1501  HISTORY     - Date     Condition        Report By
 GC1501  HISTORY     - 1959     MONUMENTED       CGS
 GC1501  HISTORY     - 1959     GOOD             CGS
 GC1501  HISTORY     - 1961     GOOD             TNHD
 GC1501
 GC1501                          STATION DESCRIPTION
 GC1501
 GC1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1501'THE STATION IS LOCATED ABOUT 15 MILES WEST-SOUTHWEST OF NASHVILLE AND
 GC1501'ABOUT 1-1/2 MILES SOUTHEAST OF THE SMALL VILLAGE OF PEGRAM.
 GC1501'
 GC1501'TO REACH THE STATION FROM THE POST OFFICE IN PEGRAM, GO EAST ON U.S.
 GC1501'HIGHWAY NO. 70 FOR 1.8 MILES TO MCCORY LANE ON THE RIGHT, TURN
 GC1501'RIGHT, SOUTH ON MCCORY LANE FOR 0.95 MILE TO A WOODEN GATE ON THE
 GC1501'RIGHT, TURN RIGHT, PASSING THROUGH THE GATE AND GO SOUTHWEST
 GC1501'ACROSS A PASTURE FOR 0.3 MILE TO THE EDGE OF THE WOODS AND THE
 GC1501'STATION AS DESCRIBED.
 GC1501'
 GC1501'THE STATION IS ON THE EASTERN SLOPE OF THE HILL AT THE EDGE OF THE
 GC1501'WOODS, 5 FEET EAST-NORTHEAST OF A 10-INCH ELM TREE WITH A TRIANGLE
 GC1501'BLAZE AND 3 FEET EAST OF A WITNESS SIGN.  IT IS A STANDARD TRAVERSE
 GC1501'DISK SET IN A 10-INCH SQUARE CONCRETE POST WITH AN
 GC1501'UNDERGROUND MARK, IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 GC1501'STAMPED MCCORY 1959.
 GC1501'
 GC1501'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF A WITNESS SIGN, IS SET FLUSH
 GC1501'WITH THE SURROUNDING SURFACE AND IS STAMPED MCCORY NO. 1 1959.
 GC1501'
 GC1501'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF A WITNESS SIGN, IS SET FLUSH
 GC1501'WITH THE SURROUNDING SURFACE AND IS STAMPED MCCORY NO. 2 1959.
 GC1501'
 GC1501'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GC1501'56.07 FEET.
 GC1501'
 GC1501'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION
 GC1501'QUARRY WHICH WILL SERVE AS AN AZIMUTH MARK.  SEE DESCRIPTION
 GC1501'THEREOF.
 GC1501
 GC1501                          STATION RECOVERY (1959)
 GC1501
 GC1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1501'6.1 MI SE FROM KINGSTON SPRINGS.
 GC1501'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC1501'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILES SOUTH ON A GRAVELED
 GC1501'ROAD, THENCE 4.4 MILES EAST ON THE INTERSTATE HIGHWAY, THE
 GC1501'STATION IS ON THE EASTER SLOPE OF A HILL AT THE EAST EDGE OF THE
 GC1501'WOODS, 5 FT. EAST-NORTHEAST OF A 10-INCH ELM TREE WITH A TRIANGLE
 GC1501'BLAZE AND 3 FEET EAST OF A WITNESS SIGN, A DISK SET IN TOP OF A
 GC1501'CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 GC1501
 GC1501                          STATION RECOVERY (1961)
 GC1501
 GC1501'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC1501'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GC1501'EXCELLENT CONDITION.  THE ORIGINAL TO REACH AND DESCRIPTION OF
 GC1501'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2, IS NO
 GC1501'LONGER ADEQUATE.  DUE TO CONSTRUCTION OF INTERSTATE HIGHWAY 40 A NEW
 GC1501'DESCRIPTION AND TO REACH FOLLOWS.
 GC1501'
 GC1501'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 GC1501'PEGRAM, GO EAST ON U.S. HIGHWAY 70 FOR 1.8 MILES TO MCCORY LANE ON
 GC1501'THE RIGHT, TURN RIGHT, SOUTH, AND GO 1.25 MILES TO THE INTERSTATE
 GC1501'HIGHWAY 40 INTERCHANGE, AND UP THE NORTHWEST RAMP FOR 100 YARDS
 GC1501'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC1501'
 GC1501'THE STATION IS 17 FEET EAST OF AN 8 INCH HACKBERRY TREE AND 1 FOOT
 GC1501'SOUTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1500 ***********************************************************************
 GC1500  DESIGNATION -  MCCORY RM 1
 GC1500  PID         -  GC1500
 GC1500  STATE/COUNTY-  TN/DAVIDSON
 GC1500  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1500
 GC1500                         *CURRENT SURVEY CONTROL
 GC1500  ___________________________________________________________________
 GC1500* NAD 83(1986)-  36 04 39.     (N)    087 01 26.     (W)     SCALED    
 GC1500* NAVD 88     -       213.281  (meters)     699.74   (feet)  ADJUSTED  
 GC1500  ___________________________________________________________________
 GC1500  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC1500  DYNAMIC HT  -         213.096 (meters)     699.13  (feet)  COMP
 GC1500  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GC1500
 GC1500  VERT ORDER  -  SECOND    CLASS 0
 GC1500
 GC1500.The horizontal coordinates were scaled from a topographic map and have
 GC1500.an estimated accuracy of +/- 6 seconds.
 GC1500
 GC1500.The orthometric height was determined by differential leveling
 GC1500.and adjusted by the National Geodetic Survey in June 1991..
 GC1500
 GC1500.The geoid height was determined by GEOID03.
 GC1500
 GC1500.The dynamic height is computed by dividing the NAVD 88
 GC1500.geopotential number by the normal gravity value computed on the
 GC1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1500.degrees latitude (g = 980.6199 gals.).
 GC1500
 GC1500.The modeled gravity was interpolated from observed gravity values.
 GC1500
 GC1500;                    North         East    Units  Estimated Accuracy
 GC1500;SPC TN       -   194,000.      507,780.      MT  (+/- 180 meters Scaled)
 GC1500
 GC1500                          SUPERSEDED SURVEY CONTROL
 GC1500
 GC1500  NGVD 29 (??/??/92)  213.300  (m)          699.80   (f) ADJ UNCH    2 0
 GC1500
 GC1500.Superseded values are not recommended for survey control.
 GC1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1500.See file dsdata.txt to determine how the superseded data were derived.
 GC1500
 GC1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE978925(NAD 83)
 GC1500_MARKER: DR = REFERENCE MARK DISK
 GC1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1500_STAMPING: MCCORY NO 1 1959
 GC1500_MARK LOGO: CGS   
 GC1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1500+STABILITY: SURFACE MOTION
 GC1500
 GC1500  HISTORY     - Date     Condition        Report By
 GC1500  HISTORY     - 1959     MONUMENTED       CGS
 GC1500
 GC1500                          STATION DESCRIPTION
 GC1500
 GC1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1500'6.1 MI SE FROM KINGSTON SPRINGS.
 GC1500'THIS MARK IS LOCATED AT THE MC CORY 1959 STATION SITE, 25.6 FT.
 GC1500'SOUTH OF THE STATION MARK, AND 26 FT. SOUTH OF A WITNESS SIGN,
 GC1500'A DISK SET IN TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE
 GC1500'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1502 ***********************************************************************
 GC1502  DESIGNATION -  MCCORY RM 2
 GC1502  PID         -  GC1502
 GC1502  STATE/COUNTY-  TN/DAVIDSON
 GC1502  USGS QUAD   -  KINGSTON SPRINGS (1984)
 GC1502
 GC1502                         *CURRENT SURVEY CONTROL
 GC1502  ___________________________________________________________________
 GC1502* NAD 83(1986)-  36 04 39.     (N)    087 01 26.     (W)     SCALED    
 GC1502* NAVD 88     -       214.027  (meters)     702.19   (feet)  ADJUSTED  
 GC1502  ___________________________________________________________________
 GC1502  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GC1502  DYNAMIC HT  -         213.841 (meters)     701.58  (feet)  COMP
 GC1502  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 GC1502
 GC1502  VERT ORDER  -  SECOND    CLASS 0
 GC1502
 GC1502.The horizontal coordinates were scaled from a topographic map and have
 GC1502.an estimated accuracy of +/- 6 seconds.
 GC1502
 GC1502.The orthometric height was determined by differential leveling
 GC1502.and adjusted by the National Geodetic Survey in June 1991..
 GC1502
 GC1502.The geoid height was determined by GEOID03.
 GC1502
 GC1502.The dynamic height is computed by dividing the NAVD 88
 GC1502.geopotential number by the normal gravity value computed on the
 GC1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1502.degrees latitude (g = 980.6199 gals.).
 GC1502
 GC1502.The modeled gravity was interpolated from observed gravity values.
 GC1502
 GC1502;                    North         East    Units  Estimated Accuracy
 GC1502;SPC TN       -   194,000.      507,780.      MT  (+/- 180 meters Scaled)
 GC1502
 GC1502                          SUPERSEDED SURVEY CONTROL
 GC1502
 GC1502  NGVD 29 (??/??/92)  214.047  (m)          702.25   (f) ADJ UNCH    2 0
 GC1502
 GC1502.Superseded values are not recommended for survey control.
 GC1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1502.See file dsdata.txt to determine how the superseded data were derived.
 GC1502
 GC1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE978925(NAD 83)
 GC1502_MARKER: DR = REFERENCE MARK DISK
 GC1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1502_STAMPING: MCCORY NO 2 1959
 GC1502_MARK LOGO: CGS   
 GC1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1502+STABILITY: SURFACE MOTION
 GC1502
 GC1502  HISTORY     - Date     Condition        Report By
 GC1502  HISTORY     - 1959     MONUMENTED       CGS
 GC1502
 GC1502                          STATION DESCRIPTION
 GC1502
 GC1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1502'6.1 MI SE FROM KINGSTON SPRINGS.
 GC1502'THIS MARK IS LOCATED AT THE MC CORY 1959 STATION SITE, 30.5 FT.
 GC1502'NORTH OF THE STATION MARK, AND 30 FT. NORTH OF A WITNESS SIGN, A
 GC1502'DISK SET IN TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE
 GC1502'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1844 ***********************************************************************
 FC1844  DESIGNATION -  MCDANIEL
 FC1844  PID         -  FC1844
 FC1844  STATE/COUNTY-  TN/HAMILTON
 FC1844  USGS QUAD   -  OOLTEWAH (1976)
 FC1844
 FC1844                         *CURRENT SURVEY CONTROL
 FC1844  ___________________________________________________________________
 FC1844* NAD 83(1995)-  35 03 05.95886(N)    085 03 45.40870(W)     ADJUSTED  
 FC1844* NAVD 88     -       383.4    (meters)    1258.     (feet)  VERTCON   
 FC1844  ___________________________________________________________________
 FC1844  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FC1844  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FC1844
 FC1844  HORZ ORDER  -  SECOND
 FC1844
 FC1844.The horizontal coordinates were established by classical geodetic methods
 FC1844.and adjusted by the National Geodetic Survey in April 1999..
 FC1844
 FC1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1844
 FC1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1844
 FC1844.The geoid height was determined by GEOID03.
 FC1844
 FC1844;                    North         East     Units Scale Factor Converg.
 FC1844;SPC TN       -    80,108.650   685,520.676   MT  1.00004092   +0 32 55.6
 FC1844;SPC TN       -   262,823.13  2,249,079.08   sFT  1.00004092   +0 32 55.6
 FC1844;UTM  16      - 3,880,487.483   676,690.105   MT  0.99998477   +1 06 46.6
 FC1844
 FC1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1844!SPC TN       -   0.99994453  x   1.00004092  =   0.99998544
 FC1844!UTM  16      -   0.99994453  x   0.99998477  =   0.99992930
 FC1844
 FC1844|---------------------------------------------------------------------|
 FC1844| PID    Reference Object                     Distance      Geod. Az  |
 FC1844|                                                           dddmmss.s |
 FC1844| CG6902 MCDANIEL RM 1                        12.175 METERS 03715     |
 FC1844| CG6903 MCDANIEL RM 2                        13.370 METERS 17153     |
 FC1844| CG6901 MCDANIEL AZ MK                                     1900636.9 |
 FC1844| FC1867 LOOKOUT MTN NY MONUMENT FP          APPROX.26.1 KM 2600738.6 |
 FC1844| FC1112 GOAT                                APPROX.16.6 KM 2800738.8 |
 FC1844|---------------------------------------------------------------------|
 FC1844
 FC1844                          SUPERSEDED SURVEY CONTROL
 FC1844
 FC1844  NAD 83(1995)-  35 03 05.95978(N)    085 03 45.40931(W) AD(       ) 2
 FC1844  NAD 83(1995)-  35 03 05.95897(N)    085 03 45.41134(W) AD(       ) 2
 FC1844  NAD 83(1995)-  35 03 05.95950(N)    085 03 45.40967(W) AD(       ) 2
 FC1844  NAD 83(1986)-  35 03 05.95998(N)    085 03 45.40839(W) AD(       ) 2
 FC1844  NAD 27      -  35 03 05.68900(N)    085 03 45.58600(W) AD(       ) 2
 FC1844  NGVD 29 (07/19/86)  383.4    (m)         1258.     (f) VERT ANG       
 FC1844
 FC1844.Superseded values are not recommended for survey control.
 FC1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1844.See file dsdata.txt to determine how the superseded data were derived.
 FC1844
 FC1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7669080487(NAD 83)
 FC1844_MARKER: DD = SURVEY DISK
 FC1844_SETTING: 80 = SET IN A BOULDER
 FC1844_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FC1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1844+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 FC1844
 FC1844  HISTORY     - Date     Condition        Report By
 FC1844  HISTORY     - 1934     MONUMENTED       CGS
 FC1844  HISTORY     - 1935     GOOD             CGS
 FC1844  HISTORY     - 1949     GOOD             TVA
 FC1844  HISTORY     - 1961     GOOD             CGS
 FC1844  HISTORY     - 1972     GOOD             LOCENG
 FC1844  HISTORY     - 20020915 GOOD             INDIV
 FC1844
 FC1844                          STATION DESCRIPTION
 FC1844
 FC1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1844'ABOUT 2-3/4 MILES NORTHWEST OF APPISON, 1-3/4 MILES SOUTH OF
 FC1844'OOLTEWAH, ABOUT 3/4 MILE SOUTH ALONG RIDGE FROM MCDANIEL GAP, AND
 FC1844'ON FIRST HIGH TOP OF SUMMIT ALONG WHITE OAK MOUNTAIN. TO REACH FROM
 FC1844'POST OFFICE IN OOLTEWAH, GO SOUTH 1.0 MILE ON ASPHALT ROAD TO
 FC1844'CROSSROADS, KEEP STRAIGHT AHEAD 0.15 MILE, TURN LEFT THROUGH YARD OF
 FC1844'FRED ROBINSON AND FOLLOW FARM ROAD ABOUT 0.3 MILE TO TOE OF RIDGE
 FC1844'(END OF TRUCK TRAVEL). STATION IS ON HIGH KNOB ABOUT 1/4 MILE TO
 FC1844'SOUTHEAST, AT WESTERN EDGE OF SUMMIT, ABOUT 40 FEET SOUTHWEST
 FC1844'OF HIGH MASS OF BOULDERS, 45 FEET NORTH OF 15-INCH TRIANGLE-BLAZED
 FC1844'PINE TREE, 19 FEET NORTH OF 9-INCH TRIANGLE-BLAZED WHITE OAK, AND
 FC1844'9.2 FEET WEST-SOUTHWEST OF 8-INCH TRIANGLE-BLAZED WHITE OAK. MARK
 FC1844'IS STANDARD STATION DISK IN BOULDER. REFERENCE AND AZIMUTH
 FC1844'MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS. NO. 1
 FC1844'IS ALONG RIDGE, IN HIGHEST MASS OF BOULDERS WHICH PROJECTS 4 FEET
 FC1844'ABOVE GROUND AND 12.175 METERS (39.95 FEET) FROM STATION
 FC1844'NO. 2 IS IN BOULDER WHICH PROJECTS 2 FEET
 FC1844'ABOVE GROUND, ALONG TOP OF RIDGE, AND 13.370 METERS (43.86 FEET)
 FC1844'FROM STATION. AZIMUTH MARK IS ALONG TOP OF
 FC1844'RIDGE, ON EASTERN EDGE OF WIDE SLOPING MASS OF BOULDERS, ABOUT 2 FEET
 FC1844'LOWER THAN HIGHEST POINT, AND ABOUT 85 YARDS FROM STATION,
 FC1844'S 10 DEG 07 MIN W. BEARING FROM STATION TO LOOKOUT MOUNTAIN, NEW YORK
 FC1844'MONUMENT, FLAGPOLE, DISTANT ABOUT 16 MILES, IS S 80 DEG 08 MIN W.
 FC1844
 FC1844                          STATION RECOVERY (1935)
 FC1844
 FC1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1844'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FC1844'
 FC1844'AZIMUTH MARK IS ABOUT 95 YARDS (INSTEAD OF 85 YARDS) SSW OF THE
 FC1844'STATION. THE CONCRETE HAS BEEN BROKEN AWAY AND THE DISK HAS BEEN
 FC1844'PARTIALLY DISFIGURED, BUT IS STILL IN ITS ORIGINAL POSITION.
 FC1844
 FC1844                          STATION RECOVERY (1949)
 FC1844
 FC1844'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (WPM)
 FC1844'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE ALL RECOVERED
 FC1844'IN GOOD CONDITION.
 FC1844'
 FC1844'STEEL POST WITH CONTROL MARKER SIGN SET AT TRIANGULATION STATION.
 FC1844
 FC1844                          STATION RECOVERY (1961)
 FC1844
 FC1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1844'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FC1844'THE DIRECTION TO THE AZIMUTH MARK WAS NOT CHECKED DUE TO EXCESS
 FC1844'CLEARING. THE 1934 TO REACH IS ADEQUATE.
 FC1844'
 FC1844'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF OOLTEWAH, ABOUT 1/2
 FC1844'MILE SOUTH OF MCDANIEL GAP AND ON THE FIRST HIGH KNOB OF SUMMIT
 FC1844'ALONG WHITE OAK MOUNTAIN.
 FC1844'
 FC1844'THE STATION IS 40 FEET SOUTHWEST OF A HIGH MASS OF BOULDERS, 4.9 FEET
 FC1844'EAST OF THE WEST EDGE OF THE BOULDER IT IS SET IN AND 3.5 FEET SOUTH
 FC1844'OF A T. V. A. METAL WITNESS POST. THE MARK IS A STANDARD DISK
 FC1844'CEMENTED IN A DRILL HOLE IN A 8X5 FOOT BOULDER THAT PROJECTS 5 FEET
 FC1844'ON THE WEST SIDE AND IS STAMPED MCDANIEL 1934.
 FC1844'
 FC1844'REFERENCE MARK NO. 1 IS 3.8 FEET NORTH OF A METAL WITNESS POST. THE
 FC1844'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 9X6 FOOT
 FC1844'BOULDER THAT PROJECTS 7 FEET ON THE WEST SIDE AND IS STAMPED MCDANIEL
 FC1844'NO 1 1934.
 FC1844'
 FC1844'REFERENCE MARK NO. 2 IS 2.4 FEET SOUTHEAST OF A METAL WITNESS POST.
 FC1844'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 9X5
 FC1844'FOOT BOULDER THAT PROJECTS 2 FEET AND IS STAMPED MCDANIEL NO 2 1934.
 FC1844'
 FC1844'AZIMUTH MARK IS ON THE EASTERN EDGE OF A WIDE SLOPEING BOULDER, ABOUT
 FC1844'95 YARDS SOUTH OF THE STATION, ABOUT 2 FEET LOWER THAN THE HIGHEST
 FC1844'PART OF RIDGE AND 1.5 FEET WEST OF A ROCK CAIRN. THE MARK IS A
 FC1844'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 FC1844'A LARGE BOULDER AND IS STAMPED MCDANIEL AZI 1934.
 FC1844
 FC1844                          STATION RECOVERY (1972)
 FC1844
 FC1844'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (FE)
 FC1844'RECOVERED BY ERVIN AND FINLEY.
 FC1844'
 FC1844'GOOD
 FC1844'
 FC1844'MC DANIEL
 FC1844'
 FC1844'ABOUT 2.75 MILES NORTHWEST OF APPISON AND ABOUT 0.75 MILES SOUTH
 FC1844'ALONG RIDGE FROM MC DANIEL GAP AND ON THE FIRST SUMMIT ALONG WHITE
 FC1844'OAK MOUNTAIN.
 FC1844'
 FC1844'RM 1, MC DANIEL AZ GOOD
 FC1844'
 FC1844'RM 2 GOOD
 FC1844
 FC1844                          STATION RECOVERY (2002)
 FC1844
 FC1844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (AJP)
 FC1844'MARK FND. AS DESCRIBED. ONLY BLAZED HARDWOOD (16INCH) WITH WITNESS
 FC1844'SIGN (C AND GS)
 FC1844'RM1 FND. IN GOOD CONDITION. NO WITNESS POST.
 FC1844'RM2 FND. IN FAIR CONDITION. DISC HAS BEEN LOST, BUT STEEL ROD REMAINS
 FC1844'IN BOULDER. NO WITNESS POST.
 FC1844'AZM NOT FND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2380 ***********************************************************************
 GB2380  DESIGNATION -  MCDONALD
 GB2380  PID         -  GB2380
 GB2380  STATE/COUNTY-  TN/OVERTON
 GB2380  USGS QUAD   -  CRAWFORD (1979)
 GB2380
 GB2380                         *CURRENT SURVEY CONTROL
 GB2380  ___________________________________________________________________
 GB2380* NAD 83(1995)-  36 18 26.70400(N)    085 08 17.44688(W)     ADJUSTED  
 GB2380* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 GB2380  ___________________________________________________________________
 GB2380  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 GB2380  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GB2380
 GB2380  HORZ ORDER  -  FIRST
 GB2380
 GB2380.The horizontal coordinates were established by classical geodetic methods
 GB2380.and adjusted by the National Geodetic Survey in April 1999..
 GB2380
 GB2380.The orthometric height was scaled from a topographic map.
 GB2380
 GB2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2380
 GB2380.The geoid height was determined by GEOID03.
 GB2380
 GB2380;                    North         East     Units Scale Factor Converg.
 GB2380;SPC TN       -   219,366.692   677,399.837   MT  0.99998245   +0 30 16.4
 GB2380;SPC TN       -   719,705.56  2,222,435.97   sFT  0.99998245   +0 30 16.4
 GB2380;UTM  16      - 4,019,654.897   667,156.634   MT  0.99994427   +1 06 09.6
 GB2380
 GB2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2380!SPC TN       -   0.99991440  x   0.99998245  =   0.99989685
 GB2380!UTM  16      -   0.99991440  x   0.99994427  =   0.99985868
 GB2380
 GB2380:                Primary Azimuth Mark                     Grid Az
 GB2380:SPC TN       -  MCDONALD AZ MK                           034 06 09.1
 GB2380:UTM  16      -  MCDONALD AZ MK                           033 30 15.9
 GB2380
 GB2380|---------------------------------------------------------------------|
 GB2380| PID    Reference Object                     Distance      Geod. Az  |
 GB2380|                                                           dddmmss.s |
 GB2380| CG6904 MCDONALD AZ MK                                     0343625.5 |
 GB2380| CG6905 MCDONALD RM 1                        27.892 METERS 16102     |
 GB2380| GB2384 PIERCE                              APPROX. 8.1 KM 1900256.5 |
 GB2380| CG6906 MCDONALD RM 2                        23.363 METERS 25827     |
 GB2380|---------------------------------------------------------------------|
 GB2380
 GB2380                          SUPERSEDED SURVEY CONTROL
 GB2380
 GB2380  NAD 83(1995)-  36 18 26.70500(N)    085 08 17.44942(W) AD(       ) 1
 GB2380  NAD 83(1995)-  36 18 26.71327(N)    085 08 17.44908(W) AD(       ) 1
 GB2380  NAD 83(1986)-  36 18 26.71660(N)    085 08 17.45077(W) AD(       ) 1
 GB2380  NAD 27      -  36 18 26.49200(N)    085 08 17.59700(W) AD(       ) 1
 GB2380
 GB2380.Superseded values are not recommended for survey control.
 GB2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2380.See file dsdata.txt to determine how the superseded data were derived.
 GB2380
 GB2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF6715719655(NAD 83)
 GB2380_MARKER: DS = TRIANGULATION STATION DISK
 GB2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GB2380
 GB2380  HISTORY     - Date     Condition        Report By
 GB2380  HISTORY     - 1935     MONUMENTED       CGS
 GB2380
 GB2380                          STATION DESCRIPTION
 GB2380
 GB2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 GB2380'STATION IS ON A HIGH DIVIDING RIDGE BETWEEN THE E AND W FORKS OF THE
 GB2380'OBEY RIVER, 12 MILES ESE OF LIVINGSTON, 13-1/2 MILES NE OF
 GB2380'MONTEREY, 1 MILE W OF THE COUNTY LINE, AND 1/2 MILE W OF THE
 GB2380'SETTLEMENT OF CRAVENSTOWN.
 GB2380'
 GB2380'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GB2380'DISKS SET IN CONCRETE.
 GB2380'
 GB2380'STATION MARK IS ON THE CREST OF RIDGE COVERED WITH SMALL TREES, ABOUT
 GB2380'100 YARDS, S OF CABIN, 37 FEET W OF A 24-INCH DOUBLE POPLAR
 GB2380'TREE, WITH A TRIANGULAR BLAZE, 11-1/2 FEET NE OF 6-INCH BLACK OAK,
 GB2380'AND 41-1/2 FEET E OF 3-FOOT STUMP.
 GB2380'
 GB2380'REFERENCE MARK NO. 1 IS SE OF STATION, 4 YARDS W OF A LARGE STUMP,
 GB2380'AND PROJECTS 3 INCHES.
 GB2380'
 GB2380'REFERENCE MARK NO. 2 IS WNW OF STATION 3-1/2 YARDS NW OF A 6-INCH
 GB2380'OAK, AND PROJECTS 3 INCHES.
 GB2380'
 GB2380'AZIMUTH MARK IS NE OF STATION ALONG THE N EDGE OF CULTIVATED FIELD, 6
 GB2380'YARDS SSW OF CENTER LINE OF ROAD, AND 40 YARDS ESE OF HOME OF
 GB2380'MRS. NORA DANIELS.  MARK PROJECTS 6 INCHES.
 GB2380'
 GB2380'TO REACH FROM THE POST OFFICE AT TWINTON, A SETTLEMENT ON STATE ROUTE
 GB2380'85, TURN LEFT AT CROSS ROADS JUST SE OF POST OFFICE AND GO 0.15
 GB2380'MILE, TAKE LEFT FORK AND GO 0.6 MILE, BEAR LEFT ACROSS CREEK AND
 GB2380'RAILROAD TRACKS AND GO 0.75 MILE TO FORKS.  TAKE RIGHT FORK AND
 GB2380'CONTINUE STRAIGHT FOR 0.35 MILE TO FORKS.  TAKE RIGHT FORK AND
 GB2380'CONTINUE STRAIGHT FOR 0.85 MILE TO CABIN ON LEFT AND STATION 100
 GB2380'YARDS S.
 GB2380'
 GB2380'A 77-FOOT TOWER REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2592 ***********************************************************************
 GC2592  DESIGNATION -  MCEWEN RESET
 GC2592  PID         -  GC2592
 GC2592  STATE/COUNTY-  TN/HUMPHREYS
 GC2592  USGS QUAD   -  MC EWEN (1982)
 GC2592
 GC2592                         *CURRENT SURVEY CONTROL
 GC2592  ___________________________________________________________________
 GC2592* NAD 83(1995)-  36 04 46.60631(N)    087 38 59.98359(W)     ADJUSTED  
 GC2592* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 GC2592  ___________________________________________________________________
 GC2592  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 GC2592  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC2592
 GC2592  HORZ ORDER  -  SECOND
 GC2592
 GC2592.The horizontal coordinates were established by classical geodetic methods
 GC2592.and adjusted by the National Geodetic Survey in April 1999..
 GC2592
 GC2592.The orthometric height was scaled from a topographic map.
 GC2592
 GC2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2592
 GC2592.The geoid height was determined by GEOID03.
 GC2592
 GC2592;                    North         East     Units Scale Factor Converg.
 GC2592;SPC TN       -   195,001.607   451,393.347   MT  0.99995755   -0 57 57.5
 GC2592;SPC TN       -   639,767.77  1,480,946.34   sFT  0.99995755   -0 57 57.5
 GC2592;UTM  16      - 3,992,974.244   441,476.006   MT  0.99964220   -0 22 58.1
 GC2592
 GC2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2592!SPC TN       -   0.99996465  x   0.99995755  =   0.99992220
 GC2592!UTM  16      -   0.99996465  x   0.99964220  =   0.99960686
 GC2592
 GC2592:                Primary Azimuth Mark                     Grid Az
 GC2592:SPC TN       -  MCEWEN AZ MK 2                           002 13 13.1
 GC2592:UTM  16      -  MCEWEN AZ MK 2                           001 38 13.7
 GC2592
 GC2592|---------------------------------------------------------------------|
 GC2592| PID    Reference Object                     Distance      Geod. Az  |
 GC2592|                                                           dddmmss.s |
 GC2592| CG6908 MCEWEN AZ MK 2                                     0011515.6 |
 GC2592| CG6909 MCEWEN RM 1                          34.168 METERS 01328     |
 GC2592| CG6907 MCEWEN AZ MK                                       0200221.7 |
 GC2592| CG6912 MCEWEN RM 4                          42.706 METERS 18105     |
 GC2592| CG6911 MCEWEN RM 3                          50.716 METERS 25554     |
 GC2592| CG6910 MCEWEN RM 2                          45.196 METERS 27810     |
 GC2592|---------------------------------------------------------------------|
 GC2592
 GC2592                          SUPERSEDED SURVEY CONTROL
 GC2592
 GC2592  NAD 83(1995)-  36 04 46.60806(N)    087 38 59.98691(W) AD(       ) 2
 GC2592  NAD 83(1995)-  36 04 46.60883(N)    087 38 59.98776(W) AD(       ) 2
 GC2592  NAD 83(1986)-  36 04 46.61631(N)    087 38 59.98527(W) AD(       ) 2
 GC2592  NAD 27      -  36 04 46.39700(N)    087 38 59.91900(W) AD(       ) 2
 GC2592
 GC2592.Superseded values are not recommended for survey control.
 GC2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2592.See file dsdata.txt to determine how the superseded data were derived.
 GC2592
 GC2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4147692974(NAD 83)
 GC2592_MARKER: DS = TRIANGULATION STATION DISK
 GC2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2592
 GC2592  HISTORY     - Date     Condition        Report By
 GC2592  HISTORY     - 1934     MONUMENTED       CGS
 GC2592  HISTORY     - 1952     GOOD             CGS
 GC2592  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GC2592  HISTORY     - 1972     GOOD             TVA
 GC2592
 GC2592                          STATION DESCRIPTION
 GC2592
 GC2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2592'ABOUT 3-1/2 MILES EAST-SOUTHEAST OF GORMAN RAILROAD STATION, ON LAND
 GC2592'OF W.O. PRIEST, ON HIGHEST GROUND ABOUT 125 YARDS SOUTHEAST OF MR.
 GC2592'PRIESTS HOUSE, DIRECTLY UNDER WIRE FENCE, AND 29 FEET NORTH OF BARN.
 GC2592'TO REACH FROM MAIN ROAD JUNCTION ALONG STATE ROUTE 70 AT SIDE ROAD
 GC2592'WITH ARROW RUSKIN 10 MILES, TAKE ROAD LEADING WEST BEHIND
 GC2592'PAN-AMERICAN GAS STATION, GO 0.2 MILE AND TURN LEFT TO STATE
 GC2592'HIGHWAY GARAGE, KEEP MAIN ROAD AHEAD 0.5 MILE, CONTINUE STRAIGHT
 GC2592'AHEAD WHERE MAIN ROAD TURNS RIGHT, CONTINUE ON MAIN-TRAVELED ROAD
 GC2592'1.55 MILES AND THEN BEAR LEFT TO HOUSE OF MR. PRIEST. SURFACE AND
 GC2592'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GC2592'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 GC2592'IN CONCRETE.  NO. 1 IS IN WIRE FENCE LINE AND 112.1 FEET
 GC2592'FROM STATION.  NO. 2 IS AT EDGE
 GC2592'OF CHERRY TREE AND 148.28 FEET FROM STATION.
 GC2592'AZIMUTH MARK IS ON SOUTH SIDE OF DIRT ROAD, ON PROPERTY OF S.H.
 GC2592'HENRY JR. BETWEEN TWO SMALL OAKS AT NORTH EDGE OF CULTIVATED FIELD,
 GC2592'AND 0.4 MILE FROM STATION.
 GC2592
 GC2592                          STATION RECOVERY (1952)
 GC2592
 GC2592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2592'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2592'CONDITION. THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 GC2592'AND THE AZIMUTH MARK CHECKED. THE STATION MARK WAS LOWERED TO 12
 GC2592'INCHES UNDERGROUND. REFERENCE MARK NO. 1 AND NO. 2 WERE
 GC2592'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER. REFERENCE MARK NO. 3
 GC2592'AND NO. 4 WERE ESTABLISHED BY THIS PARTY. A NEW DESCRIPTION FOLLOWS-
 GC2592'
 GC2592'STATION IS LOCATED ON THE PROPERTY OF DAVID HICKS ABOUT 2 MILES SOUTH
 GC2592'OF MC EWEN. IT IS 131 FEET NORTH OF THE CENTER OF A FARM LANE AND
 GC2592'29 FEET SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS 12 INCHES
 GC2592'UNDERGROUND AND THE DISK IS STAMPED MC EWEN 1934-1952.
 GC2592'
 GC2592'REFERENCE MARK NO. 3 IS 22 FEET NORTH OF THE CENTER OF THE FARM LANE
 GC2592'AND 1 FOOT NORTH OF A FENCE. THE MARK PROJECTS ABOUT 3 INCHES
 GC2592'AND THE DISK IS STAMPED MC EWEN NO. 3 1934-1952.
 GC2592'
 GC2592'REFERENCE MARK NO. 4 IS 9 FEET NORTH OF THE CENTER OF THE FARM LANE
 GC2592'AND 1 FOOT NORTH OF THE FENCE. THE MARK PROJECTS ABOUT 3 INCHES
 GC2592'AND THE DISK IS STAMPED MC EWEN NO. 4 1934-1952.
 GC2592'
 GC2592'AZIMUTH MARK IS 15 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND
 GC2592'3 FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK PROJECTS
 GC2592'ABOUT 4 INCHES AND THE DISK IS STAMPED MC EWEN AZI 1934.
 GC2592'
 GC2592'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN MC EWEN, GO
 GC2592'WEST ON A PAVED STREET FOR 0.65 MILE TO A SHARP TURN LEFT AND THE
 GC2592'BEGINNING OF GRAVEL ROAD. TURN LEFT AND GO SOUTHWEST AND WEST ON
 GC2592'GRAVEL ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GC2592'DESCRIBED. CONTINUE ON GRAVEL ROAD FOR 0.55 MILE TO A SHARP RIGHT
 GC2592'TURN AND MR. HICKS DRIVEWAY STRAIGHT AHEAD. KEEP ON THE
 GC2592'DRIVEWAY AND GO ABOUT 0.1 MILE TO A BARN. FROM THE BARN, GO EAST ON
 GC2592'FARM LANE FOR ABOUT 0.1 MILE TO THE STATION AS DESCRIBED.
 GC2592'
 GC2592'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2592
 GC2592                          STATION RECOVERY (1971)
 GC2592
 GC2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GC2592'THE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE
 GC2592'RECOVERED AND FOUND IN EXCELLENT CONDITION. THE AZIMUTH MARK
 GC2592'MONUMENT WAS FOUND UPROOTED BY GRADING EQUIPMENT, AND AS THE LOCATION
 GC2592'WAS NO LONGER VISIBLE WITH THE STATION DUE TO A PLANTING OF
 GC2592'PINES, THE DISK WAS REMOVED. A NEW AZIMUTH MARK MCEWEN 1934 1971 WAS
 GC2592'ESTABLISHED AT A NEW LOCATION. THE STATION WAS THEN OCCUPIED AND
 GC2592'THE HORIZONTAL ANGLES OBSERVED USING THE POSITIONED MCEWEN, MUNICIPAL
 GC2592'WATER TANK 1952 AS THE INITIAL. IN CHECKING THE HORIZONTAL ANGLES
 GC2592'OBSERVED THIS DATE AGAINST THE 1952 VALUES, THE REFERENCE MARK
 GC2592'ANGLES WERE WELL WITHIN THE REQUIERD LIMITS. VERTICAL ANGLE
 GC2592'OBSERVATIONS WERE MADE UPON THE REFERENCE MARKS AND SLOPE
 GC2592'MEASUREMENTS MADE. WHEN REDUCED TO HORIZONTAL, THE FOLLOWING
 GC2592'DISCREPANCIES WERE NOTED -0.38 OF A FOOT FOR R.M.  NO. 3 AND -0.16
 GC2592'OF A FOOT FOR R.M. NO. 4.
 GC2592'
 GC2592'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2592'
 GC2592'THE STATION IS LOCATED ON THE PROPERTY OF MR. C. C. GORDON ABOUT 2
 GC2592'MILES SOUTH OF MCEWEN.
 GC2592'
 GC2592'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 GC2592'HIGHWAY 70 AND WILLKE STREET IN MCEWEN (ABOUT 0.25 OF A MILE WEST
 GC2592'OF THE NEW POST OFFICE), GO SOUTHERLY ON WILLKE STREET FOR 0.1 OF A
 GC2592'MILE TO HIGH STREET ON THE RIGHT AND THE MUNICIPAL WATER TANK ON THE
 GC2592'LEFT. HERE TURN RIGHT ON HIGH STREET AND GO WEST-SOUTHWESTERLY FOR
 GC2592'0.35 OF A MILE TO WHERE THE PAVED ROAD TURNS LEFT, TURN LEFT ON
 GC2592'THIS PAVED ROAD AND GO SOUTHERLY FOR 0.2 OF A MILE TO A PAVED T ROAD
 GC2592'RIGHT, CONTINUE SOUTHERLY AND SOUTHWESTERLY ON THE OILED ROAD
 GC2592'FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2592'CONTINUE SOUTHWESTERLY ON THE OILED ROAD FOR 0.25 OF A MILE TO WHERE
 GC2592'THE OILED ROAD BEARS RIGHT AND A GRAVELED FARM DRIVE
 GC2592'CONTINUES STRAIGHT AHEAD. HERE CONTINUE SOUTH AND EAST ON THE
 GC2592'GRAVELED FARM DRIVE FOR 0.15 OF A MILE TO THE C.C. GORDON FARM HOME.
 GC2592'PASS THROUGH A GATE AT THE SOUTHWEST CORNER OF THE HOUSE, THEN BEAR
 GC2592'SHARP RIGHT ALONG A TRACK ROAD TO A WIRE GAP AND FARM LANE LEFT,
 GC2592'TURN LEFT TO A WIRE GATE FOR A TOTAL DISTANCE OF ABOUT 0.05 OF A
 GC2592'MILE. PASS THROUGH THIS WIRE GATE AND CONTINUE EAST-SOUTHEASTERLY ON
 GC2592'A TRACK ROAD FOR ABOUT 0.05 OF A MI TO THE TOP OF THE HILL AND THE
 GC2592'STATION ON THE LEFT ACROSS FENCE IN OPEN PASTURE AS DESCRIBED.
 GC2592'
 GC2592'THE STATION IS IN OPEN PASTURE LAND, 127 FEET NORTH-NORTHEAST OF THE
 GC2592'APPROXIMATE CENTER OF A TRACK ROAD, 120 FEET NORTH-NORTHEAST
 GC2592'OF A FENCE, AND 89 FEET NORTH OF A 28-INCH, FORKED TRUNKED MULBERRY
 GC2592'TREE. IT IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS
 GC2592'OF CONCRETE ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 GC2592'DISK IS STAMPED MCEWEN 1934 1952.
 GC2592'
 GC2592'REFERENCE MARK NO. 3 IS ON THE SOUTHWEST SLOPE OF THE HILL, 204 FEET
 GC2592'WEST OF THE 28-INCH, FORKED TRUNKED MULBERRY TREE, 32 FEET
 GC2592'NORTH-NORTHWEST OF A 10-INCH CEDAR TREE, 9 FEET NORTH-NORTHEAST OF
 GC2592'THE APPROXIMATE CENTER OF THE TRACK ROAD, 1.0 FOOT EAST OF A
 GC2592'METAL WITNESS POST AND SIGN, AND DIRECTLY UNDER A FENCE. IT IS A
 GC2592'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GC2592'MOMUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED MCEWEN NO. 3
 GC2592'1934 1952.
 GC2592'
 GC2592'REFERENCE MARK NO. 4 IS ON THE SOUTH SLOPE OF THE HILL, 94 FEET EAST
 GC2592'OF AN 8-INCH BLACK CHERRY TREE, 73 FEET SOUTH- SOUTHWEST OF THE
 GC2592'28-INCH, FORKED TRUNKED MULBERRY TREE, 7 FEET NORTH-NORTHEAST OF THE
 GC2592'APPROXIMATE CENTER OF THE TRACK ROAD, 0.8 OF A FOOT
 GC2592'SOUTH-SOUTHWEST OF A FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 GC2592'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2592'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 GC2592'IS STAMPED MCEWEN NO. 4 1934 1952.
 GC2592'
 GC2592'DUE TO SMALL TREES ON LINE ALONG THE FENCE, THE REFERENCE MARKS COULD
 GC2592'NOT BE MEASURED BETWEEN.
 GC2592'
 GC2592'THE AZIMUTH MARK IS ABOUT 0.45 OF A MILE NORTH OF THE STATION, 60
 GC2592'FEET EAST-NORTHEAST OF A FENCE CORNER, 19 FEET NORTHWEST OF
 GC2592'THE APPROXIMATE CENTER OF AN OILED ROAD, 10 FEET SOUTHWEST OF A
 GC2592'10-INCH SHAGBARK HICKORY TREE IN A FENCE CORNER, 2 FEET
 GC2592'SOUTH-SOUTHEAST OF A FENCE, AND 1.0 FOOT EAST OF A METAL WITNESS POST
 GC2592'AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GC2592'ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 GC2592'STAMPED MCEWEN 1934 1971.
 GC2592
 GC2592                          STATION RECOVERY (1972)
 GC2592
 GC2592'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (KKB)
 GC2592'MCEWEN 1934 1952 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GC2592'
 GC2592'RMS 3 AND 4 GOOD
 GC2592'
 GC2592'AZIMUTH MARK (1971) GOOD
 GC2592'
 GC2592'STATION IS ABOUT 1.0 FOOT BELOW GROUND SURFACE AND 89.0 FT. NW OF
 GC2592'TACK AND WASHER SET IN 30 INCH MULBERRY TREE. STATION SITE IS ON TOP
 GC2592'OF HILL IN OPEN FIELD. LOCATED ABOUT 3.5 MI. ESE OF GORMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0040 ***********************************************************************
 FE0040  DESIGNATION -  MCILLWAIN AZ MK
 FE0040  PID         -  FE0040
 FE0040  STATE/COUNTY-  TN/DECATUR
 FE0040  USGS QUAD   -  SUGAR TREE (1986)
 FE0040
 FE0040                         *CURRENT SURVEY CONTROL
 FE0040  ___________________________________________________________________
 FE0040* NAD 83(1986)-  35 50 48.     (N)    088 03 37.     (W)     SCALED    
 FE0040* NAVD 88     -       178.699  (meters)     586.28   (feet)  ADJUSTED  
 FE0040  ___________________________________________________________________
 FE0040  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE0040  DYNAMIC HT  -         178.544 (meters)     585.77  (feet)  COMP
 FE0040  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 FE0040
 FE0040  VERT ORDER  -  SECOND    CLASS 0
 FE0040
 FE0040.The horizontal coordinates were scaled from a topographic map and have
 FE0040.an estimated accuracy of +/- 6 seconds.
 FE0040
 FE0040.The orthometric height was determined by differential leveling
 FE0040.and adjusted by the National Geodetic Survey in June 1991..
 FE0040
 FE0040.The geoid height was determined by GEOID03.
 FE0040
 FE0040.The dynamic height is computed by dividing the NAVD 88
 FE0040.geopotential number by the normal gravity value computed on the
 FE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0040.degrees latitude (g = 980.6199 gals.).
 FE0040
 FE0040.The modeled gravity was interpolated from observed gravity values.
 FE0040
 FE0040;                    North         East    Units  Estimated Accuracy
 FE0040;SPC TN       -   169,860.      413,900.      MT  (+/- 180 meters Scaled)
 FE0040
 FE0040                          SUPERSEDED SURVEY CONTROL
 FE0040
 FE0040  NGVD 29 (??/??/??)  178.720  (m)          586.35   (f) ADJUSTED    2 0
 FE0040
 FE0040.Superseded values are not recommended for survey control.
 FE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0040.See file dsdata.txt to determine how the superseded data were derived.
 FE0040
 FE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE042674(NAD 83)
 FE0040_MARKER: DZ = AZIMUTH MARK DISK
 FE0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0040_STAMPING: MCILLWAIN 1959
 FE0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0040+STABILITY: SURFACE MOTION
 FE0040
 FE0040  HISTORY     - Date     Condition        Report By
 FE0040  HISTORY     - 1959     MONUMENTED       CGS
 FE0040
 FE0040                          STATION DESCRIPTION
 FE0040
 FE0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0040'1.8 MI SE FROM MC ILLWAIN.
 FE0040'FROM THE JUNCTION OF STATE HIGHWAY 69 AND A PAVED ROAD LEADING
 FE0040'NORTH IN THE SMALL SETTLEMENT OF MC ILLWAIN, WHICH IS ABOUT 4.1
 FE0040'MILES SOUTHEAST OF HOLLADAY, GO 1.8 MILES SOUTHEAST ON STATE
 FE0040'HIGHWAY 69, 33 FEET WEST OF THE CENTER OF STATE HIGHWAY 69, 2
 FE0040'FEET EAST OF A POWER LINE POLE, AND 2 FEET NORTH OF WITNESS POST.
 FE0040'THE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 FE0040'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0042 ***********************************************************************
 FE0042  DESIGNATION -  MCILLWAIN RM 1
 FE0042  PID         -  FE0042
 FE0042  STATE/COUNTY-  TN/BENTON
 FE0042  USGS QUAD   -  SUGAR TREE (1986)
 FE0042
 FE0042                         *CURRENT SURVEY CONTROL
 FE0042  ___________________________________________________________________
 FE0042* NAD 83(1986)-  35 51 00.     (N)    088 03 45.     (W)     SCALED    
 FE0042* NAVD 88     -       190.206  (meters)     624.03   (feet)  ADJUSTED  
 FE0042  ___________________________________________________________________
 FE0042  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE0042  DYNAMIC HT  -         190.042 (meters)     623.50  (feet)  COMP
 FE0042  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 FE0042
 FE0042  VERT ORDER  -  SECOND    CLASS 0
 FE0042
 FE0042.The horizontal coordinates were scaled from a topographic map and have
 FE0042.an estimated accuracy of +/- 6 seconds.
 FE0042
 FE0042.The orthometric height was determined by differential leveling
 FE0042.and adjusted by the National Geodetic Survey in June 1991..
 FE0042
 FE0042.The geoid height was determined by GEOID03.
 FE0042
 FE0042.The dynamic height is computed by dividing the NAVD 88
 FE0042.geopotential number by the normal gravity value computed on the
 FE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0042.degrees latitude (g = 980.6199 gals.).
 FE0042
 FE0042.The modeled gravity was interpolated from observed gravity values.
 FE0042
 FE0042;                    North         East    Units  Estimated Accuracy
 FE0042;SPC TN       -   170,240.      413,710.      MT  (+/- 180 meters Scaled)
 FE0042
 FE0042                          SUPERSEDED SURVEY CONTROL
 FE0042
 FE0042  NGVD 29 (??/??/??)  190.227  (m)          624.10   (f) ADJUSTED    2 0
 FE0042
 FE0042.Superseded values are not recommended for survey control.
 FE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0042.See file dsdata.txt to determine how the superseded data were derived.
 FE0042
 FE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE040678(NAD 83)
 FE0042_MARKER: DR = REFERENCE MARK DISK
 FE0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0042_STAMPING: MCILLWAIN NO 1 1959
 FE0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0042+STABILITY: SURFACE MOTION
 FE0042
 FE0042  HISTORY     - Date     Condition        Report By
 FE0042  HISTORY     - 1959     MONUMENTED       CGS
 FE0042
 FE0042                          STATION DESCRIPTION
 FE0042
 FE0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0042'1.5 MI SE FROM MC ILLWAIN.
 FE0042'IT IS LOCATED AT THE MC ILLWAIN 1959 STATION SITE.  THE MARK IS
 FE0042'67.83 FEET WEST-SOUTHWEST OF THE STATION, 48 FEET EAST OF THE
 FE0042'CENTER OF STATE HIGHWAY 69, 6 FEET EAST OF A 6 INCH OAK TREE.
 FE0042'THE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 FE0042'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0041 ***********************************************************************
 FE0041  DESIGNATION -  MCILLWAIN RM 2
 FE0041  PID         -  FE0041
 FE0041  STATE/COUNTY-  TN/BENTON
 FE0041  USGS QUAD   -  SUGAR TREE (1986)
 FE0041
 FE0041                         *CURRENT SURVEY CONTROL
 FE0041  ___________________________________________________________________
 FE0041* NAD 83(1986)-  35 51 00.     (N)    088 03 45.     (W)     SCALED    
 FE0041* NAVD 88     -       191.059  (meters)     626.83   (feet)  ADJUSTED  
 FE0041  ___________________________________________________________________
 FE0041  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE0041  DYNAMIC HT  -         190.894 (meters)     626.29  (feet)  COMP
 FE0041  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 FE0041
 FE0041  VERT ORDER  -  SECOND    CLASS 0
 FE0041
 FE0041.The horizontal coordinates were scaled from a topographic map and have
 FE0041.an estimated accuracy of +/- 6 seconds.
 FE0041
 FE0041.The orthometric height was determined by differential leveling
 FE0041.and adjusted by the National Geodetic Survey in June 1991..
 FE0041
 FE0041.The geoid height was determined by GEOID03.
 FE0041
 FE0041.The dynamic height is computed by dividing the NAVD 88
 FE0041.geopotential number by the normal gravity value computed on the
 FE0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0041.degrees latitude (g = 980.6199 gals.).
 FE0041
 FE0041.The modeled gravity was interpolated from observed gravity values.
 FE0041
 FE0041;                    North         East    Units  Estimated Accuracy
 FE0041;SPC TN       -   170,240.      413,710.      MT  (+/- 180 meters Scaled)
 FE0041
 FE0041                          SUPERSEDED SURVEY CONTROL
 FE0041
 FE0041  NGVD 29 (??/??/??)  191.080  (m)          626.90   (f) ADJUSTED    2 0
 FE0041
 FE0041.Superseded values are not recommended for survey control.
 FE0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0041.See file dsdata.txt to determine how the superseded data were derived.
 FE0041
 FE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE040678(NAD 83)
 FE0041_MARKER: DR = REFERENCE MARK DISK
 FE0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0041_STAMPING: MCILLWAIN NO 2 1959
 FE0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0041+STABILITY: SURFACE MOTION
 FE0041
 FE0041  HISTORY     - Date     Condition        Report By
 FE0041  HISTORY     - 1959     MONUMENTED       CGS
 FE0041
 FE0041                          STATION DESCRIPTION
 FE0041
 FE0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0041'1.5 MI SE FROM MC ILLWAIN.
 FE0041'IT IS LOCATED AT THE MC ILLWAIN 1959 STATION SITE.  THE MARK IS
 FE0041'52.07 FEET WEST-NORTHWEST OF THE STATION, 8 FEET SOUTHEAST OF A
 FE0041'CULTIVATED FIELD AND THE DISK IS SET IN THE TOP OF A CONCRETE
 FE0041'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1512 ***********************************************************************
 FD1512  DESIGNATION -  MCKEE
 FD1512  PID         -  FD1512
 FD1512  STATE/COUNTY-  TN/MAURY
 FD1512  USGS QUAD   -  GODWIN (1988)
 FD1512
 FD1512                         *CURRENT SURVEY CONTROL
 FD1512  ___________________________________________________________________
 FD1512* NAD 83(1995)-  35 42 17.62284(N)    087 05 56.90221(W)     ADJUSTED  
 FD1512* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 FD1512  ___________________________________________________________________
 FD1512  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FD1512  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1512
 FD1512  HORZ ORDER  -  FIRST
 FD1512
 FD1512.The horizontal coordinates were established by classical geodetic methods
 FD1512.and adjusted by the National Geodetic Survey in April 1999..
 FD1512
 FD1512.The orthometric height was scaled from a topographic map.
 FD1512
 FD1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1512
 FD1512.The geoid height was determined by GEOID03.
 FD1512
 FD1512;                    North         East     Units Scale Factor Converg.
 FD1512;SPC TN       -   152,731.906   500,536.598   MT  0.99995093   -0 38 36.5
 FD1512;SPC TN       -   501,087.93  1,642,177.16   sFT  0.99995093   -0 38 36.5
 FD1512;UTM  16      - 3,951,222.355   491,031.620   MT  0.99960099   -0 03 28.3
 FD1512
 FD1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1512!SPC TN       -   0.99996000  x   0.99995093  =   0.99991093
 FD1512!UTM  16      -   0.99996000  x   0.99960099  =   0.99956100
 FD1512
 FD1512|---------------------------------------------------------------------|
 FD1512| PID    Reference Object                     Distance      Geod. Az  |
 FD1512|                                                           dddmmss.s |
 FD1512| CG6914 MCKEE RM 1                                         10921     |
 FD1512| CG6915 MCKEE RM 2                                         16416     |
 FD1512| CG6913 MCKEE AZ MK                                        1985329.0 |
 FD1512|---------------------------------------------------------------------|
 FD1512
 FD1512                          SUPERSEDED SURVEY CONTROL
 FD1512
 FD1512  NAD 83(1995)-  35 42 17.62512(N)    087 05 56.90442(W) AD(       ) 1
 FD1512  NAD 83(1986)-  35 42 17.63403(N)    087 05 56.90438(W) AD(       ) 1
 FD1512  NAD 27      -  35 42 17.38300(N)    087 05 56.88400(W) AD(       ) 1
 FD1512
 FD1512.Superseded values are not recommended for survey control.
 FD1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1512.See file dsdata.txt to determine how the superseded data were derived.
 FD1512
 FD1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9103251222(NAD 83)
 FD1512_MARKER: DS = TRIANGULATION STATION DISK
 FD1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1512
 FD1512  HISTORY     - Date     Condition        Report By
 FD1512  HISTORY     - 1934     MONUMENTED       CGS
 FD1512  HISTORY     - 1958     GOOD             TVA
 FD1512  HISTORY     - 1962     GOOD             CGS
 FD1512
 FD1512                          STATION DESCRIPTION
 FD1512
 FD1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 FD1512'ABOUT 7.5 MILES NORTHWEST BY NORTH OF COLUMBIA, 6.5 MILES EAST BY
 FD1512'NORTH OF
 FD1512'WILLIAMSPORT, 2.75 MILES SOUTHEAST OF SANTA FE, IN OPEN
 FD1512'FIELD ON HIGHEST PART OF
 FD1512'HILL, AND ON LAND OWNED BY R Y MCKEE AND
 FD1512'TENANTED BY MR HAYES.  TO REACH FROM
 FD1512'COURTHOUSE IN COLUMBIA, GO WEST
 FD1512'2 BLOCKS TO STREET JUST WEST OF POST OFFICE, TURN RIGHT
 FD1512'ONTO THIS
 FD1512'STREET AND GO NORTHWEST 8.2 MILES ON SANTE FE-COLUMBIA PIKE TO LANE
 FD1512'ON RIGHT, AND
 FD1512'FOLLOW LANE TO MCKEES HOUSE AND STATION SITE.  ALSO
 FD1512'REACHED FROM SANTE FE BY GOING
 FD1512'SOUTHEAST 3.0 MILES ON SANTE
 FD1512'FE-COLUMBIA PIKE TO LANE LEADING TO MCKEES HOUSE.
 FD1512'STATION IS 250
 FD1512'YARDS NORTH OF SANTE FE-COLUMBIA PIKE, 0.05 MILE EAST OF MCKEES
 FD1512'HOUSE, 170 FEET
 FD1512'EAST-SOUTHEAST OF HIS BARN, AND 150 FEET NORTH OF
 FD1512'FENCE ALONG NORTH EDGE OF WOODS.
 FD1512'SURFACE AND UNDERGROUND MARKS ARE
 FD1512'STANDARD STATION DISKS IN CONCRETE.
 FD1512'UPPER MARK
 FD1512'PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 FD1512'STANDARD REFERENCE
 FD1512'DISKS IN CONCRETE.  NO 1, PROJECTING 6
 FD1512'INCHES ABOVE GROUND, IS 55 FEET
 FD1512'NORTHEAST OF FENCE CORNER AT CORNER
 FD1512'OF WOODS, 0.5 FOOT NORTHWEST OF FENCE ALONG
 FD1512'NORTHWEST EDGE OF WOODS,
 FD1512'AND 510.90 FEET (SLOPE DISTANCE) FROM STATION S 70 DEG 39 MIN E.
 FD1512'NO 2, PROJECTING 5 INCHES ABOVE GROUND, IS 3 FEET NORTH
 FD1512'OF FENCE ALONG NORTH EDGE
 FD1512'OF WOODS, AND 188.50 FEET (SLOPE DISTANCE)
 FD1512'FROM STATION S 15 DEG 44 MIN E.
 FD1512'AZIMUTH MARK, PROJECTING 5
 FD1512'INCHES ABOVE GROUND, IS ABOUT 0.15 MILE SOUTH OF MCKEES
 FD1512'HOUSE, 140 FEET
 FD1512'NORTHWEST OF CENTER OF GATE AT SUMMIT OF ROAD GRADE, 18 FEET
 FD1512'NORTHWEST OF 8-INCH ASH
 FD1512'TREE ON FENCE LINE, 15 FEET SOUTH WEST OF
 FD1512'CENTER LINE OF COLUMBIA-SANTE FE PIKE, 1
 FD1512'FOOT NORTHEAST OF
 FD1512'RIGHT-OF-WAY FENCE, AND ABOUT 0.2 MILE FROM STATION S 18 DEG 53 MIN W.
 FD1512'STATIONS KINCADE AND STEVENS (SEE DESCRIPTIONS AND
 FD1512'GEOGRAPHIC POSITIONS
 FD1512'THEREOF) ARE VISIBLE FROM GROUND AT THIS  STATION.
 FD1512
 FD1512                          STATION RECOVERY (1958)
 FD1512
 FD1512'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FD1512'STATION AND RM 1 WERE FOUND IN GOOD CONDITION.  RM 2 AND AZIMUTH MARK
 FD1512'WAS NOT FOUND.  RM
 FD1512'2 PROBABLY DESTROYED WHEN FENCE AND WOODS LINE WAS
 FD1512'MOVED FARTHER SOUTH.
 FD1512'
 FD1512'STATION IS 4.0 FEET S TO E-W FENCE LINE AND 25.0 FEET SE TO FENCE
 FD1512'CORNER.  A SIGN
 FD1512'SET 4 FEET SOUTH OF STATION.
 FD1512'
 FD1512'RM 1 IS NOW 90 FEET NE OF FENCE CORNER AT CORNER OF WOODS.  A SIGN
 FD1512'WAS SET 2 FEET E
 FD1512'OF MARK.
 FD1512
 FD1512                          STATION RECOVERY (1962)
 FD1512
 FD1512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1512'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FD1512'CONDITION.  THE T V A
 FD1512'RECOVERY NOTE 1953 STATED THAT REFERENCE MARK NO 2 AND THE
 FD1512'AZIMUTH MARK WERE NOT
 FD1512'FOUND AND WERE PROBABLY DESTROYED.  THIS
 FD1512'RECOVERY NOTE IS IN ERROR AND SHOULD BE
 FD1512'DISREGARDED IN THE FUTURE.
 FD1512'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1512'
 FD1512'THE STATION IS ABOUT 7.5 MILES NORTHWEST BY NORTH OF COLUMBIA, 6.5
 FD1512'MILES EAST BY NORTH OF
 FD1512'WILLIAMSPORT, 2.75 MILES SOUTHEAST OF SANTE FE, IN AN
 FD1512'OPEN FIELD AT THE SUMMIT OF A
 FD1512'HIGH HILL ON THE PROPERTY OF S S
 FD1512'WILLIS.
 FD1512'
 FD1512'TO REACH THE STATION FROM THE WEST SIDE OF THE MAURY COUNTY
 FD1512'COURTHOUSE SQUARE, IN
 FD1512'COLUMBIA, GO WEST ON WEST SEVENTH STREET (HIGHWAYS 43, 50 AND 99)
 FD1512'FOR 2 BLOCKS TO NORTH
 FD1512'HIGH STREET ON THE RIGHT, TURN RIGHT AND GO
 FD1512'WEST ON NORTH HIGH STREET AND STATE
 FD1512'ROUTE NO 7 (THIS IS THE OLD
 FD1512'SANTE-FE-COLUMBIA PIKE) FOR 2.2 MILES TO THE COMMADORE
 FD1512'D LOVELESS
 FD1512'BRIDGE OVER THE DUCK RIVER.  CONTINUE NORTHWEST ON STATE ROUTE 7 FOR
 FD1512'5.85 MILES TO THE
 FD1512'T C LOCKHART HOME ON THE LEFT AND THE AZIMUTH MARK
 FD1512'ON THE LEFT JUST AFTER PASSING THE
 FD1512'HOUSE.  CONTINUE WESTERLY ON STATE
 FD1512'ROUTE 7 FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT
 FD1512'LEADING INTO THE S S
 FD1512'WILLIS FARM BUILDINGS, TURN RIGHT, NORTH, ON THIS DRIVEWAY AND GO
 FD1512'0.1 MILE TO THE
 FD1512'FARM HOUSE ON THE LEFT AND A WOODEN GATE ON THE RIGHT
 FD1512'LEADING INTO THE BARN LOTS.
 FD1512'TURN RIGHT, EAST, PASSING SOUTH OF BARNS
 FD1512'AND THROUGH THREE WOODEN GATES FOR ABOUT 0.05
 FD1512'MILE TO THE TOP OF THE
 FD1512'HILL AND THE STATION.
 FD1512'
 FD1512'THE STATION IS ABOUT 55 YARDS SOUTHEAST OF A LARGE BARN, 132 FEET
 FD1512'EAST OF A T FENCE CORNER
 FD1512'AND GATE AT THE SOUTHEAST CORNER OF THE BARN LOT, 53
 FD1512'FEET WEST OF A NORTHEAST FENCE
 FD1512'CORNER POST, 5.2 FEET SOUTH OF A METAL
 FD1512'WITNESS POST AND TVA SIGN, AND 5 FEET SOUTH OF A
 FD1512'FENCE.  IT IS A
 FD1512'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT
 FD1512'THAT PROJECTS 6
 FD1512'INCHES AND THE DISK IS STAMPED MCKEE 1934.
 FD1512'
 FD1512'REFERENCE MARK NO 1 IS ON THE EAST SLOPE OF THE HILL, NEAR THE SOUTH
 FD1512'END OF A THICKET OF LOCUST
 FD1512'TREES AT THE EAST EDGE OF THE CLEARING, 90 FEET
 FD1512'NORTHEAST OF A FENCE CORNER AT EDGE
 FD1512'OF WOODS, 8 FEET SOUTHWEST OF A
 FD1512'24-INCH ELM TREE, 2.0 FEET WEST OF A METAL WITNESS
 FD1512'POST AND TVA SIGN,
 FD1512'AND 0.5 FOOT NORTHWEST OF A FENCE.  IT IS A STANDARD DISK SET IN THE
 FD1512'TOP OF A 10-INCH,
 FD1512'ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 FD1512'THE DISK IS STAMPED MCKEE NO 1 1934.
 FD1512'
 FD1512'REFERENCE MARK NO 2 IS ON THE SOUTH SLOPE OF THE HILL, NEAR THE SOUTH
 FD1512'EDGE OF THE CLEARING, 3
 FD1512'FEET NORTH OF A FENCE JUST SOUTH OF THE EDGE OF THE
 FD1512'WOODS AND 1.5 FEET EAST OF A METAL
 FD1512'WITNESS POST AND SIGN.  IT IS A
 FD1512'STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND,
 FD1512'CONCRETE MONUMENT
 FD1512'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MCKEE
 FD1512'NO 2 1934.
 FD1512'
 FD1512'THE AZIMUTH MARK IS ON THE PROPERTY OF T C LOCKHART ALONG THE SOUTH
 FD1512'EDGE OF STATE ROUTE 7,
 FD1512'49 FEET NORTHWEST OF A FENCE CORNER POST, 48 FEET
 FD1512'SOUTHEAST OF A 14-INCH BLACK
 FD1512'WALNUT TREE, 42.5 FEET NORTH OF A
 FD1512'POWERLINE POLE NO 129, ACROSS THE HIGHWAY AND
 FD1512'32 FEET SOUTH OF
 FD1512'TELEPHONE POLE NO 183, 20 FEET NORTHWEST OF A 24-INCH HACKBERRY
 FD1512'TREE, 16 FEET
 FD1512'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 7, 1.5
 FD1512'FEET WEST OF A METAL
 FD1512'WITNESS POST AND SIGN, AND 1 FOOT SOUTHWEST OF A
 FD1512'FENCE.  IT IS A STANDARD REFERENCE MARK
 FD1512'DISK SET IN THE TOP OF A
 FD1512'10-INCH, ROUND, CONCRETE MONUMENT FLUSH WITH THE SURFACE
 FD1512'OF THE
 FD1512'GROUND AND THE DISK IS STAMPED MCKEE AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2377 ***********************************************************************
 FE2377  DESIGNATION -  MCKELLAR
 FE2377  PID         -  FE2377
 FE2377  STATE/COUNTY-  TN/MADISON
 FE2377  USGS QUAD   -  WESTOVER (1981)
 FE2377
 FE2377                         *CURRENT SURVEY CONTROL
 FE2377  ___________________________________________________________________
 FE2377* NAD 83(1995)-  35 36 05.30174(N)    088 55 16.88972(W)     ADJUSTED  
 FE2377* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 FE2377  ___________________________________________________________________
 FE2377  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 FE2377  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2377
 FE2377  HORZ ORDER  -  THIRD
 FE2377
 FE2377.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 FE2377
 FE2377.The horizontal coordinates were established by classical geodetic methods
 FE2377.and adjusted by the National Geodetic Survey in April 1999..
 FE2377
 FE2377.The orthometric height was scaled from a topographic map.
 FE2377
 FE2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2377
 FE2377.The geoid height was determined by GEOID03.
 FE2377
 FE2377;                    North         East     Units Scale Factor Converg.
 FE2377;SPC TN       -   144,649.379   335,331.501   MT  0.99995660   -1 42 37.0
 FE2377;SPC TN       -   474,570.50  1,100,166.77   sFT  0.99995660   -1 42 37.0
 FE2377;UTM  16      - 3,941,446.615   325,954.885   MT  0.99997329   -1 07 07.6
 FE2377
 FE2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2377!SPC TN       -   0.99998465  x   0.99995660  =   0.99994125
 FE2377!UTM  16      -   0.99998465  x   0.99997329  =   0.99995794
 FE2377
 FE2377|---------------------------------------------------------------------|
 FE2377| PID    Reference Object                     Distance      Geod. Az  |
 FE2377|                                                           dddmmss.s |
 FE2377| FE0740 J 173                                69.086 METERS 00027     |
 FE2377| FE2375 MADISON JACKSON MUNICIPAL AIRPORT B APPROX. 0.8 KM 0391159.0 |
 FE2377| CG4531 MCKELLAR AZ MK                                     0422938.9 |
 FE2377| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 9.4 KM 0580509.8 |
 FE2377| FE2378 WESTOVER MUNICIPAL TANK             APPROX. 2.7 KM 0772539.3 |
 FE2377| FE2287 BRITTON LANE LOT WT 28              APPROX.13.5 KM 1915614.9 |
 FE2377| CG4532 MCKELLAR RM 1                        24.628 METERS 27321     |
 FE2377|---------------------------------------------------------------------|
 FE2377
 FE2377                          SUPERSEDED SURVEY CONTROL
 FE2377
 FE2377  NAD 83(1995)-  35 36 05.30682(N)    088 55 16.89403(W) AD(       ) 3
 FE2377  NAD 83(1986)-  35 36 05.31335(N)    088 55 16.89055(W) AD(       ) 3
 FE2377  NAD 27      -  35 36 05.04240(N)    088 55 16.67180(W) AD(       ) 3
 FE2377
 FE2377.Superseded values are not recommended for survey control.
 FE2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2377.See file dsdata.txt to determine how the superseded data were derived.
 FE2377
 FE2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2595541447(NAD 83)
 FE2377_MARKER: DS = TRIANGULATION STATION DISK
 FE2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2377
 FE2377  HISTORY     - Date     Condition        Report By
 FE2377  HISTORY     - 1958     MONUMENTED       CGS
 FE2377  HISTORY     - 1965     GOOD             CGS
 FE2377  HISTORY     - 1979     GOOD             NGS
 FE2377  HISTORY     - 1983     GOOD             NGS
 FE2377
 FE2377                          STATION DESCRIPTION
 FE2377
 FE2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2377'THE STATION IS ABOUT 6.5 MILES WEST OF JACKSON AND IS ON THE MADISON
 FE2377'COUNTY-JACKSON MUNICIPAL AIRPORT KNOWN AS MCKELLAR FIELD.
 FE2377'IT IS 46 FEET SOUTH OF THE SOUTHEAST CORNER OF A HANGAR, 30 FEET
 FE2377'NORTH OF THE CENTERLINE OF A PAVED STREET AND 15 FEET WEST
 FE2377'OF THE WEST EDGE OF A PAVED APRON. THE MONUMENT IS FLUSH AND THE DISK
 FE2377'IS STAMPED MCKELLAR 1958.
 FE2377'
 FE2377'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 FE2377'SQUARE IN JACKSON, GO WEST ON U.S. HIGHWAY 70 AND STATE
 FE2377'HIGHWAY 20 FOR 0.6 MILE TO THEIR JUNCTION. CONTINUE WESTERLY ON
 FE2377'HIGHWAY 70 FOR 5.0 MILES TO TT 39 (TVA) MARK ON THE LEFT.
 FE2377'CONTINUE WEST ON HIGHWAY 70 FOR 0.65 MILE TO A SIDE ROAD LEFT, JUST
 FE2377'AFTER PASSING BRICK STORE AND SERVICE STATION ON THE LEFT.
 FE2377'TURN LEFT AND GO SOUTH ON PAVED ROAD FOR 0.25 MILE TO A SIDE ROAD
 FE2377'LEFT. TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.1 MILE TO
 FE2377'A SHARP CURVE RIGHT. TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO
 FE2377'SHARP CURVE LEFT. TURN LEFT AND GO EAST 0.15 MILE TO THE
 FE2377'SOUTHEAST CORNER OF A HANGAR AND THE STATION ON THE LEFT.
 FE2377'
 FE2377'TO REACH THE AZIMUTH MARK AND Y-174 (TNDG) MARK FROM THE STATION, GO
 FE2377'WEST ON PAVED ROAD FOR 0.15 MILE TO A
 FE2377'SHARP CURVE RIGHT. TURN RIGHT AND GO NORTH FOR 0.15 MILE TO A SHARP
 FE2377'CURVE LEFT. TURN LEFT AND GO WEST FOR 0.1 MILE TO A T-ROAD.
 FE2377'TURN RIGHT AND GO NORTH FOR 0.25 MILE TO A T-ROAD. TURN RIGHT AND GO
 FE2377'EAST ON U.S.  HIGHWAY 70 FOR 0.55 MILE TO A DRIVEWAY RIGHT.
 FE2377'TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO Y-174 (TENNESSEE
 FE2377'DIV. OF GEOLOGY) MARK ON THE RIGHT. CONTINUE SOUTH FOR ABOUT 140
 FE2377'FEET TO THE AZIMUTH MARK ON THE RIGHT.
 FE2377'
 FE2377'REFERENCE MARK 1 IS 63 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 FE2377'HANGAR, 49 FEET EAST OF A POWERLINE POLE AND 36 FEET NORTH OF
 FE2377'THE CENTERLINE OF A PAVED ROAD. THE MONUMENT IS FLUSH AND THE DISK IS
 FE2377'STAMPED MCKELLAR NO 1 1958.
 FE2377'
 FE2377'BENCH MARK J-173 WAS USED AS REFERENCE MARK 2. IT IS 16 FEET SOUTH OF
 FE2377'THE NORTHEAST CORNER OF THE HANGAR AND 1 FOOT SOUTH OF THE
 FE2377'NORTH EDGE OF THE NORTH DOORWAY. THE MARK IS A STANDARD U.S. COAST
 FE2377'AND GEODETIC SURVEY BENCH MARK DISK STAMPED J-173 1948 SET
 FE2377'IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE NORTH DOORWAY TO THE
 FE2377'HANGAR.
 FE2377'
 FE2377'Y-174 (TNDG) IS 186 FEET NORTH OF THE NORTH EDGE OF A CONCRETE RUNWAY
 FE2377'AND 130 FEET WEST OF THE NORTHWEST
 FE2377'CORNER OF A HANGAR. THE MARK IS A STANDARD TENNESSEE DIV. OF GEOLOGY
 FE2377'BENCH MARK DISK STAMPED Y-174 1948 SET IN THE TOP OF A 6 X 6
 FE2377'INCH CONCRETE POST WHICH IS 2 INCHES BELOW THE GROUND SURFACE. THE
 FE2377'MARK IS IN THE APPROXIMATE CENTER OF THE MADISON
 FE2377'COUNTY-JACKSON MUNICIPAL AIRPORT BEACON TOWER.
 FE2377'
 FE2377'THE AZIMUTH MARK IS 74 FEET WEST OF THE SOUTHWEST CORNER OF A HANGAR,
 FE2377'49 FEET NORTH OF THE NORTH EDGE OF A CONCRETE RUNWAY,
 FE2377'18 FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 1 FOOT
 FE2377'SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 FE2377'DISK IS STAMPED MCKELLAR 1958.
 FE2377'
 FE2377'TT 39 (TVA) IS 36 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70 AND
 FE2377'4 FEET SOUTH OF A POWELINE GUY POLE. THE MARK IS A
 FE2377'TENNESSEE VALLEY AUTHORITY SURVEY MARKER DISK STAMPED TT 39 TVA 1947
 FE2377'SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS
 FE2377'8 INCHES.
 FE2377'
 FE2377'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2377
 FE2377                          STATION RECOVERY (1965)
 FE2377
 FE2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2377'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FE2377'CONDITION.
 FE2377
 FE2377                          STATION RECOVERY (1979)
 FE2377
 FE2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 FE2377'THE STATION, R.M. 1, AND R.M. 2 (BM J-173) WERE RECOVERED IN GOOD
 FE2377'CONDITION AS DESCRIBED, EXCEPT THE REFERENCE MARK 1 IS
 FE2377'NOT 49 FEET EAST OF A POWERLINE POLE, BUT IS 50.5 FEET WEST OF
 FE2377'POWER POLE 2 - 30A.
 FE2377'
 FE2377'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 FE2377'
 FE2377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST
 FE2377'OF JACKSON.
 FE2377
 FE2377                          STATION RECOVERY (1983)
 FE2377
 FE2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 FE2377'RECOVERED IN GOOD CONDITION AS DESCRIBED BY WTM IN THE 1979
 FE2377'RECOVERY NOTE.
 FE2377'
 FE2377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST
 FE2377'OF JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1493 ***********************************************************************
 GD1493  DESIGNATION -  MCKENZIE
 GD1493  PID         -  GD1493
 GD1493  STATE/COUNTY-  TN/CARROLL
 GD1493  USGS QUAD   -  TREZEVANT EAST (1985)
 GD1493
 GD1493                         *CURRENT SURVEY CONTROL
 GD1493  ___________________________________________________________________
 GD1493* NAD 83(1995)-  36 07 06.26153(N)    088 30 42.20159(W)     ADJUSTED  
 GD1493* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 GD1493  ___________________________________________________________________
 GD1493  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GD1493  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1493
 GD1493  HORZ ORDER  -  SECOND
 GD1493
 GD1493.The horizontal coordinates were established by classical geodetic methods
 GD1493.and adjusted by the National Geodetic Survey in April 1999..
 GD1493
 GD1493.The orthometric height was scaled from a topographic map.
 GD1493
 GD1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1493
 GD1493.The geoid height was determined by GEOID03.
 GD1493
 GD1493;                    North         East     Units Scale Factor Converg.
 GD1493;SPC TN       -   200,954.645   373,906.556   MT  0.99996068   -1 28 13.7
 GD1493;SPC TN       -   659,298.70  1,226,725.09   sFT  0.99996068   -1 28 13.7
 GD1493;UTM  16      - 3,998,139.631   363,951.134   MT  0.99982806   -0 53 28.4
 GD1493
 GD1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1493!SPC TN       -   0.99997886  x   0.99996068  =   0.99993954
 GD1493!UTM  16      -   0.99997886  x   0.99982806  =   0.99980693
 GD1493
 GD1493|---------------------------------------------------------------------|
 GD1493| PID    Reference Object                     Distance      Geod. Az  |
 GD1493|                                                           dddmmss.s |
 GD1493| CG4546 MCKENZIE RM 1                        28.621 METERS 06825     |
 GD1493| CG4547 MCKENZIE RM 2                        54.757 METERS 15700     |
 GD1493| CG4545 MCKENZIE AZ MK                                     2705253.2 |
 GD1493| GD1490 MCKENZIE MUNICIPAL TANK             APPROX. 1.4 KM 3331308.1 |
 GD1493|---------------------------------------------------------------------|
 GD1493
 GD1493                          SUPERSEDED SURVEY CONTROL
 GD1493
 GD1493  NAD 83(1995)-  36 07 06.26278(N)    088 30 42.20694(W) AD(       ) 2
 GD1493  NAD 83(1995)-  36 07 06.26295(N)    088 30 42.20697(W) AD(       ) 2
 GD1493  NAD 83(1986)-  36 07 06.27216(N)    088 30 42.19994(W) AD(       ) 2
 GD1493  NAD 27      -  36 07 06.04900(N)    088 30 42.01300(W) AD(       ) 2
 GD1493
 GD1493.Superseded values are not recommended for survey control.
 GD1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1493.See file dsdata.txt to determine how the superseded data were derived.
 GD1493
 GD1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6395198140(NAD 83)
 GD1493_MARKER: DS = TRIANGULATION STATION DISK
 GD1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1493_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1493
 GD1493  HISTORY     - Date     Condition        Report By
 GD1493  HISTORY     - 1934     MONUMENTED       CGS
 GD1493  HISTORY     - 1967     GOOD             CGS
 GD1493  HISTORY     - 1971     GOOD             LOCENG
 GD1493  HISTORY     - 20040816 POOR             GEOCAC
 GD1493
 GD1493                          STATION DESCRIPTION
 GD1493
 GD1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1493'ABOUT 1 MILE SOUTHEAST OF MC KENZIE, AT MOUNT OLIVE CEMETERY, 90 FEET
 GD1493'WEST OF FENCE LINE ALONG EAST SIDE OF CEMETERY, 6 YARDS NORTH OF
 GD1493'CENTER LINE OF ROAD ALONG NORTH SIDE OF CEMETERY, 16 YARDS
 GD1493'NORTH-NORTHWEST OF 10-INCH WALNUT TREE, AND 10 YARDS
 GD1493'NORTH-NORTHEAST OF 14-INCH MAPLE TREE.  TO REACH FROM HOTEL LYNN
 GD1493'IN MC KENZIE, FOLLOW STATE ROUTE 76 SOUTH 0.4 MILE, KEEP TO LEFT
 GD1493'ON GRAVEL ROAD WHERE HIGHWAY BENDS TO RIGHT AND GO 0.5 MILE,
 GD1493'TURN LEFT ALONG NORTH SIDE OF CEMETERY AND GO 0.25 MILE TO HIGHEST
 GD1493'GROUND NEAR NORTHEAST CORNER OF CEMETERY AND STATION.  SURFACE AND
 GD1493'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1493'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 GD1493'DISKS IN CONCRETE.  NO. 1 IS 20 YARDS NORTH-NORTHEAST OF
 GD1493'NORTHEAST CORNER OF CEMETERY, 1 FOOT WEST OF FENCE LINE ON EAST
 GD1493'SIDE OF CEMETERY, 34 FEET NORTH OF TRIPLE OAK, AND 93.90 FEET FROM
 GD1493'STATION N 68 DEG 25 MIN E.  NO. 2 IS ALONG FENCE LINE ON
 GD1493'EAST SIDE OF CEMETERY, 6 FEET EAST OF CENTER LINE OF ROAD ALONG
 GD1493'EAST SIDE OF CEMETERY, 24 FEET NORTHEAST OF 8-INCH ELM, AND
 GD1493'179.65 FEET FROM STATION S 23 DEG 00 MIN E.  AZIMUTH
 GD1493'MARK IS 60 YARDS EAST OF CENTER LINE OF GRAVEL ROAD ALONG WEST
 GD1493'SIDE OF CEMETERY, 4 YARDS NORTH OF CENTER LINE OF ROAD LEADING INTO
 GD1493'CEMETERY, 5 FEET EAST-SOUTHEAST OF 10-INCH WILD CHERRY TREE, AND
 GD1493'0.2 MILE FROM STATION N 89 DEG 07 MIN W.
 GD1493
 GD1493                          STATION RECOVERY (1967)
 GD1493
 GD1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1493'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1493'CONDITION. FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 GD1493'
 GD1493'THE STATION IS ABOUT 1.0 MILE SOUTHEAST OF MC KENZIE AT THE MOUNT
 GD1493'OLIVE CEMETERY.
 GD1493'
 GD1493'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE NORTHEAST
 GD1493'CORNER OF THE SQUARE AND JUST NORTH OF THE POST OFFICE IN MC KENZIE,
 GD1493'GO EASTERLY ON STATE ROUTE 124 FOR 0.45 MILE TO THE JUNCTION OF
 GD1493'U.S.  HIGHWAY 79 AND STATE ROUTE 22.  HERE TURN RIGHT AND GO
 GD1493'SOUTHWESTERLY ON U.S. HIGHWAY 79 FOR 0.5 MILE TO CHERRYWOOD ROAD ON
 GD1493'THE LEFT, TURN LEFT
 GD1493'AND GO SOUTHEASTERLY ON CHERRYWOOD ROAD FOR 0.4
 GD1493'MILE TO THE ENTRANCE INTO MOUNT OLIVE CEMETERY ON THE LEFT.  TURN
 GD1493'LEFT ON THE CEMETERY DRIVE AND GO EAST ABOUT 55 YARDS TO THE
 GD1493'AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON THE DRIVE FOR 0.15
 GD1493'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GD1493'
 GD1493'THE STATION IS 84 FEET NORTHWEST OF A 20-INCH OAK TREE, 51 FEET
 GD1493'NORTH-NORTHWEST OF A 16-INCH BLACK WALNUT TREE, 45 FEET NORTHEAST OF
 GD1493'A 24-INCH OAK TREE, 43 FEET NORTH OF THE BELL GRAVE HEADSTONE, AND 14
 GD1493'FEET NORTH OF THE APPROXIMATE CENTER OF THE CEMETERY DRIVE.  IT IS
 GD1493'A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 GD1493'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED MCKENZIE
 GD1493'1934.
 GD1493'
 GD1493'REFERENCE MARK NO. 1 IS IN A DENSE BRUSHY AREA 93.90 FEET
 GD1493'EAST-NORTHEAST OF THE STATION, 45 FEET NORTH OF A FENCE CORNER, 5
 GD1493'FEET EAST OF A FENCE, AND 0.6 OF A FOOT WEST OF A METAL WITNESS POST
 GD1493'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1493'ROUND, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GD1493'STAMPED MCKENZIE NO 1 1934.
 GD1493'
 GD1493'REFERENCE MARK NO. 2 IS 179.65 FEET SOUTH-SOUTHEAST OF
 GD1493'THE STATION, 51 FEET SOUTH OF A 14-INCH SYCAMORE TREE, 47 FEET
 GD1493'EAST OF THE COULTER GRAVE HEADSTONE, 6 FEET EAST OF THE APPROXIMATE
 GD1493'CENTER OF THE EAST DRIVE OF THE CEMETERY, AND 1 FOOT WEST OF THE
 GD1493'CEMETERY FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1493'ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS
 GD1493'STAMPED MCKENZIE NO 2 1934.
 GD1493'
 GD1493'DUE TO NUMEROUS GRAVE HEADSTONES ON LINE, NO EFFORT WAS MADE TO
 GD1493'MEASURE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2.
 GD1493'
 GD1493'THE AZIMUTH MARK IS 167 FEET EAST OF THE NORTH PILLAR OF THE
 GD1493'CEMETERY ENTRANCE, 23 FEET NORTH OF A 24-INCH WHITE OAK TREE, 13
 GD1493'FEET NORTH OF THE APPROXIMATE CENTER OF THE CEMETERY DRIVE, 11 FEET
 GD1493'SOUTH-SOUTHWEST OF THE MYRICK GRAVE HEADSTONE, AND 11 FEET
 GD1493'SOUTH-SOUTHEAST OF THE ELINOR GRAVE HEADSTONE.  IT IS A
 GD1493'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1493'ROUND, CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND THE DISK
 GD1493'IS STAMPED MCKENZIE AZI 1934.
 GD1493'
 GD1493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1 MILE
 GD1493'SOUTHEAST OF MC KENZIE.
 GD1493
 GD1493                          STATION RECOVERY (1971)
 GD1493
 GD1493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ETC)
 GD1493'MCKENZIE STATION MARK RECOVERED IN GOOD CONDITION.
 GD1493'
 GD1493'MCKENZIE 1934 FOUND STAMPED ON THE POINT.
 GD1493'
 GD1493'NOTE--CEM. EXTENDED N., YOU TURN INTO CEM. AT MAIN ENTRANCE GATE AND
 GD1493'CONTINUE E. TO TOP OF HILL AND STATION ON N. SIDE ROAD., OTHER
 GD1493'DESCRIPTION AS IN BULLETIN.
 GD1493'
 GD1493'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI. S. OF MCKENZIE.
 GD1493
 GD1493                          STATION RECOVERY (2004)
 GD1493
 GD1493'RECOVERY NOTE BY GEOCACHING 2004 (JC)
 GD1493'THE DISC HAS BEEN DAMAGED. ALMOST HALF OF IT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0497 ***********************************************************************
 FE0497  DESIGNATION -  MCKINNEY 2
 FE0497  PID         -  FE0497
 FE0497  STATE/COUNTY-  TN/CHESTER
 FE0497  USGS QUAD   -  HENDERSON (1983)
 FE0497
 FE0497                         *CURRENT SURVEY CONTROL
 FE0497  ___________________________________________________________________
 FE0497* NAD 83(1995)-  35 25 06.12915(N)    088 38 23.39568(W)     ADJUSTED  
 FE0497* NAVD 88     -       130.56   (+/-2cm)     428.3    (feet)  VERTCON   
 FE0497  ___________________________________________________________________
 FE0497  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 FE0497  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0497
 FE0497  HORZ ORDER  -  SECOND
 FE0497  VERT ORDER  -  THIRD (See Below)
 FE0497
 FE0497.The horizontal coordinates were established by classical geodetic methods
 FE0497.and adjusted by the National Geodetic Survey in April 1999..
 FE0497
 FE0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0497.The vertical order pertains to the NGVD 29 superseded value.
 FE0497
 FE0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0497
 FE0497.The geoid height was determined by GEOID03.
 FE0497
 FE0497;                    North         East     Units Scale Factor Converg.
 FE0497;SPC TN       -   123,617.495   360,282.732   MT  0.99997456   -1 32 43.7
 FE0497;SPC TN       -   405,568.40  1,182,027.60   sFT  0.99997456   -1 32 43.7
 FE0497;UTM  16      - 3,920,675.129   351,121.496   MT  0.99987315   -0 57 01.9
 FE0497
 FE0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0497!SPC TN       -   0.99998391  x   0.99997456  =   0.99995847
 FE0497!UTM  16      -   0.99998391  x   0.99987315  =   0.99985707
 FE0497
 FE0497|---------------------------------------------------------------------|
 FE0497| PID    Reference Object                     Distance      Geod. Az  |
 FE0497|                                                           dddmmss.s |
 FE0497| FE0499 MCKINNEY 2 RM 3                      16.599 METERS 10234     |
 FE0497| FE0500 MCKINNEY 2 RM 4                      10.880 METERS 17012     |
 FE0497| CG4534 MCKINNEY 2 AZ MK                                   1821145.1 |
 FE0497| FE2267 HENDERSON BLACK TANK                APPROX. 2.4 KM 3583145.2 |
 FE0497|---------------------------------------------------------------------|
 FE0497
 FE0497                          SUPERSEDED SURVEY CONTROL
 FE0497
 FE0497  NAD 83(1995)-  35 25 06.13528(N)    088 38 23.40201(W) AD(       ) 2
 FE0497  NAD 83(1986)-  35 25 06.14095(N)    088 38 23.39710(W) AD(       ) 2
 FE0497  NAD 27      -  35 25 05.85997(N)    088 38 23.20472(W) AD(       ) 2
 FE0497  NGVD 29 (??/??/??)  130.57   (m)          428.4    (f) RESET       3  
 FE0497
 FE0497.Superseded values are not recommended for survey control.
 FE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0497.See file dsdata.txt to determine how the superseded data were derived.
 FE0497
 FE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5112120675(NAD 83)
 FE0497_MARKER: DS = TRIANGULATION STATION DISK
 FE0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0497_STAMPING: MCKINNEY 2 1968
 FE0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0497+STABILITY: SURFACE MOTION
 FE0497
 FE0497  HISTORY     - Date     Condition        Report By
 FE0497  HISTORY     - 1968     MONUMENTED       CGS
 FE0497  HISTORY     - 1972     GOOD             TVA
 FE0497
 FE0497                          STATION DESCRIPTION
 FE0497
 FE0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE0497'1.5 MI S FROM HENDERSON.
 FE0497'ABOUT 0.25 OF A MILE WEST ALONG STATE ROUTE 100 (THIS IS E. MAIN
 FE0497'STREET) FROM THE SOUTHWEST CORNER OF THE CHESTER COUNTY COURTHOUSE
 FE0497'SQUARE IN HENDERSON, THENCE SOUTH ALONG U.S. HIGHWAY 45 FOR
 FE0497'1.4 MILES TO A GRAVELED CROSSROAD, THE R. R. STEPHENSON READY MIX
 FE0497'CONCRETE PLANT IN THE SOUTHEAST ANGLE AND THE MC KINNEY 2 1968
 FE0497'TRIANGULATION STATION SITE AS DESCRIBED.  THE MARK IS 79 FEET
 FE0497'NORTH OF A TELEPHONE POLE, 55 FEET WEST OF THE NORTHWEST CORNER
 FE0497'OF A CONCRETE SHED, 54.46 FEET WEST OF REFERENCE MARK NO. 3, 43
 FE0497'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE R.R. STEPHENSON
 FE0497'CO. OFFICE, 35.69 FEET NORTH-NORTHWEST OF REFERENCE MARK NO. 4,
 FE0497'30 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45, AND
 FE0497'1.2 FEET NORTH OF A METAL WITNESS POST AND SIGN.  A STANDARD
 FE0497'TRIANGULATION STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FE0497'CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES.
 FE0497
 FE0497                          STATION RECOVERY (1972)
 FE0497
 FE0497'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (NLI)
 FE0497'CONDITION OF POINT WHEN FOUND GOOD.
 FE0497'
 FE0497'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MCKINNEY STATION
 FE0497'MARK 2 1968.
 FE0497'
 FE0497'USC AND GS CONC. MON. 30 FEET E FROM CENTERLINE HWY 45 150 FEET S
 FE0497'FROM Y RD SE. SET + OR - 200 FEET SOUTH OF 1ST HILLTOP ALONG 45
 FE0497'HWY FROM HENDERSON.  75 FEET NW FROM READY MIX CONC. PLANT.  USC
 FE0497'AND GS POST AND SIGN SET 1.5 SOUTH OF STA.
 FE0497'
 FE0497'MC KINNEY 2 AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE0497'
 FE0497'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT MCKINNEY-2 AZI MARK
 FE0497'1968.
 FE0497'
 FE0497'30 FEET W FROM CENTERLINE RD.  350 FEET W FROM NEW LARGE BRICK
 FE0497'DWELLING DIRECTLY ACROSS RD TO EAST ON CREST OF HILL.  STA. IS
 FE0497'100 FEET S FROM CREST OF 2ND HILL LEAVING HENDERSON GOING S. ON
 FE0497'HWY 45.  2 FEET N FROM POWER POLE.  1 FOOT SOUTH FROM USC AND GS
 FE0497'POST AND SIGN.
 FE0497'
 FE0497'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.1 MI-SOUTH ALONG HWY
 FE0497'45 FROM HENDERSON TENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0499 ***********************************************************************
 FE0499  DESIGNATION -  MCKINNEY 2 RM 3
 FE0499  PID         -  FE0499
 FE0499  STATE/COUNTY-  TN/CHESTER
 FE0499  USGS QUAD   -  HENDERSON (1983)
 FE0499
 FE0499                         *CURRENT SURVEY CONTROL
 FE0499  ___________________________________________________________________
 FE0499* NAD 83(1986)-  35 25 06.     (N)    088 38 24.     (W)     SCALED    
 FE0499* NAVD 88     -       132.17   (+/-2cm)     433.6    (feet)  VERTCON   
 FE0499  ___________________________________________________________________
 FE0499  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0499
 FE0499  VERT ORDER  -  THIRD (See Below)
 FE0499
 FE0499.The horizontal coordinates were scaled from a topographic map and have
 FE0499.an estimated accuracy of +/- 6 seconds.
 FE0499
 FE0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0499.The vertical order pertains to the NGVD 29 superseded value.
 FE0499
 FE0499.The geoid height was determined by GEOID03.
 FE0499
 FE0499;                    North         East    Units  Estimated Accuracy
 FE0499;SPC TN       -   123,610.      360,270.      MT  (+/- 180 meters Scaled)
 FE0499
 FE0499                          SUPERSEDED SURVEY CONTROL
 FE0499
 FE0499  NGVD 29 (??/??/??)  132.19   (m)          433.7    (f) RESET       3  
 FE0499
 FE0499.Superseded values are not recommended for survey control.
 FE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0499.See file dsdata.txt to determine how the superseded data were derived.
 FE0499
 FE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE511206(NAD 83)
 FE0499_MARKER: DR = REFERENCE MARK DISK
 FE0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0499_STAMPING: MC KINNEY 2 NO 3 1968
 FE0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0499+STABILITY: SURFACE MOTION
 FE0499
 FE0499  HISTORY     - Date     Condition        Report By
 FE0499  HISTORY     - 1968     MONUMENTED       CGS
 FE0499
 FE0499                          STATION DESCRIPTION
 FE0499
 FE0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE0499'1.5 MI S FROM HENDERSON.
 FE0499'ABOUT 0.25 OF A MILE WEST ALONG STATE ROUTE 100 (THIS IS E. MAIN
 FE0499'STREET) FROM THE SOUTHWEST CORNER OF THE CHESTER COUNTY COURTHOUSE
 FE0499'SQUARE IN HENDERSON, THENCE SOUTH ALONG U.S. HIGHWAY 45 FOR 1.4
 FE0499'MILES TO A GRAVELED CROSSROAD, THE R.R. STEPHENSON READY MIX
 FE0499'CONCRETE PLANT IN THE SOUTHEAST ANGLE AND THE MC KINNEY 2 1968
 FE0499'TRIANGULATION STATION SITE AS DESCRIBED.  THE MARK IS 54.46 FEET
 FE0499'EAST OF THE STATION MARK, 52.56 FEET EAST-NORTHEAST OF REFERENCE
 FE0499'MARK NO. 4, 34.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FE0499'R.R. STEPHENSON CO. OFFICE, 14 FEET NORTH OF THE APPROXIMATE
 FE0499'CENTER OF THE LOADING RAMP, 7 FEET NORTH OF THE NORTH EDGE OF THE
 FE0499'CONCRETE RAMP WALL, 5 FEET SOUTH OF THE SOUTH EDGE OF A LARGE
 FE0499'CONCRETE FOOTING, AND 0.5 OF A FOOT EAST OF THE SOUTH EDGE OF THE
 FE0499'CONCRETE FOOTING.  A STANDARD REFERENCE MARK DISK CEMENTED IN A
 FE0499'DRILL HOLE IN THE CONCRETE FOOTING OF THE BATCHING PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0500 ***********************************************************************
 FE0500  DESIGNATION -  MCKINNEY 2 RM 4
 FE0500  PID         -  FE0500
 FE0500  STATE/COUNTY-  TN/CHESTER
 FE0500  USGS QUAD   -  HENDERSON (1983)
 FE0500
 FE0500                         *CURRENT SURVEY CONTROL
 FE0500  ___________________________________________________________________
 FE0500* NAD 83(1986)-  35 25 03.     (N)    088 38 24.     (W)     SCALED    
 FE0500* NAVD 88     -       130.66   (+/-2cm)     428.7    (feet)  VERTCON   
 FE0500  ___________________________________________________________________
 FE0500  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FE0500
 FE0500  VERT ORDER  -  THIRD (See Below)
 FE0500
 FE0500.The horizontal coordinates were scaled from a topographic map and have
 FE0500.an estimated accuracy of +/- 6 seconds.
 FE0500
 FE0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE0500.The vertical order pertains to the NGVD 29 superseded value.
 FE0500
 FE0500.The geoid height was determined by GEOID03.
 FE0500
 FE0500;                    North         East    Units  Estimated Accuracy
 FE0500;SPC TN       -   123,520.      360,270.      MT  (+/- 180 meters Scaled)
 FE0500
 FE0500                          SUPERSEDED SURVEY CONTROL
 FE0500
 FE0500  NGVD 29 (??/??/??)  130.67   (m)          428.7    (f) RESET       3  
 FE0500
 FE0500.Superseded values are not recommended for survey control.
 FE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0500.See file dsdata.txt to determine how the superseded data were derived.
 FE0500
 FE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE511205(NAD 83)
 FE0500_MARKER: DR = REFERENCE MARK DISK
 FE0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0500_SP_SET: BRIDGE
 FE0500_STAMPING: MC KINNEY 2 NO 4 1968
 FE0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0500
 FE0500  HISTORY     - Date     Condition        Report By
 FE0500  HISTORY     - 1968     MONUMENTED       CGS
 FE0500
 FE0500                          STATION DESCRIPTION
 FE0500
 FE0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FE0500'1.5 MI S FROM HENDERSON.
 FE0500'ABOUT 0.25 OF A MILE WEST ALONG STATE ROUTE 100 (THIS IS E. MAIN
 FE0500'STREET) FROM THE SOUTHWEST CORNER OF THE CHESTER COUNTY COURTHOUSE
 FE0500'SQUARE IN HENDERSON, THENCE SOUTH ALONG U.S. HIGHWAY 45 FOR 1.4
 FE0500'MILES TO A GRAVELED CROSSROAD, THE R. R. STEPHENSON READY MIX
 FE0500'CONCRETE PLANT IN THE SOUTHEAST ANGLE AND THE MC KINNEY 2 1968
 FE0500'TRIANGULATION STATION SITE AS DESCRIBED.  THE MARK IS 52.56 FEET
 FE0500'WEST-SOUTHWEST OF REFERENCE MARK NO. 3, 44 FEET NORTH OF A
 FE0500'TELEPHONE POLE, 36 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 FE0500'HIGHWAY 45, 35.69 FEET SOUTH-SOUTHEAST OF THE STATION MARK, AND
 FE0500'32 FEET WEST OF THE WEST END OF THE SOUTH WALL OF THE RAMP.  IT
 FE0500'IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 FE0500'THE CONCRETE HEADWALL OF A SMALL CONCRETE BRIDGE OVER A DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2325 ***********************************************************************
 GA2325  DESIGNATION -  MCLEAN AZ MK
 GA2325  PID         -  GA2325
 GA2325  STATE/COUNTY-  TN/CLAIBORNE
 GA2325  USGS QUAD   -  WELL SPRING (1980)
 GA2325
 GA2325                         *CURRENT SURVEY CONTROL
 GA2325  ___________________________________________________________________
 GA2325* NAD 83(1986)-  36 26 28.     (N)    083 58 07.     (W)     SCALED    
 GA2325* NAVD 88     -       323.989  (meters)    1062.95   (feet)  ADJUSTED  
 GA2325  ___________________________________________________________________
 GA2325  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GA2325  DYNAMIC HT  -         323.701 (meters)    1062.01  (feet)  COMP
 GA2325  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 GA2325
 GA2325  VERT ORDER  -  SECOND    CLASS 0
 GA2325
 GA2325.The horizontal coordinates were scaled from a topographic map and have
 GA2325.an estimated accuracy of +/- 6 seconds.
 GA2325
 GA2325.The orthometric height was determined by differential leveling
 GA2325.and adjusted by the National Geodetic Survey in June 1991..
 GA2325
 GA2325.The geoid height was determined by GEOID03.
 GA2325
 GA2325.The dynamic height is computed by dividing the NAVD 88
 GA2325.geopotential number by the normal gravity value computed on the
 GA2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2325.degrees latitude (g = 980.6199 gals.).
 GA2325
 GA2325.The modeled gravity was interpolated from observed gravity values.
 GA2325
 GA2325;                    North         East    Units  Estimated Accuracy
 GA2325;SPC TN       -   235,750.      782,120.      MT  (+/- 180 meters Scaled)
 GA2325
 GA2325                          SUPERSEDED SURVEY CONTROL
 GA2325
 GA2325  NGVD 29 (??/??/92)  324.131  (m)         1063.42   (f) ADJ UNCH    2 0
 GA2325
 GA2325.Superseded values are not recommended for survey control.
 GA2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2325.See file dsdata.txt to determine how the superseded data were derived.
 GA2325
 GA2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA339369(NAD 83)
 GA2325_MARKER: DR = REFERENCE MARK DISK
 GA2325_SETTING: 66 = SET IN ROCK OUTCROP
 GA2325_SP_SET: BEDROCK
 GA2325_STAMPING: MC LEAN AZI 1935
 GA2325_MARK LOGO: CGS   
 GA2325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2325+STABILITY: POSITION/ELEVATION WELL
 GA2325
 GA2325  HISTORY     - Date     Condition        Report By
 GA2325  HISTORY     - 1935     MONUMENTED       CGS
 GA2325  HISTORY     - 1965     GOOD             NGS
 GA2325
 GA2325                          STATION DESCRIPTION
 GA2325
 GA2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GA2325'9.8 MI NE FROM LA FOLLETTE.
 GA2325'THE MARK IS AT THE LAME 1964 STATION SITE ABOUT 9.75 MILES NORTHEAST
 GA2325'OF LA FOLLETTE.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 25W
 GA2325'AND STATE ROUTE 63 IN LA FOLLETTE, GO NORTHEAST ON STATE ROUTE 63
 GA2325'FOR 9.75 MILES TO THE TOP OF A RISE AT A CURVE AND THE MARK ON THE
 GA2325'RIGHT IN A SMALL PASTURE.  THE MARK IS ABOUT 250 FEET NORTHEAST
 GA2325'OF STATION LAME 1964, 87 FEET SOUTH OF THE APPROXIMATE CENTER
 GA2325'OF STATE ROUTE 63 AND 57 FEET SOUTH OF A FENCE.  IT IS A STANDARD
 GA2325'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED FLUSH IN A DRILL
 GA2325'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED MC LEAN AZI 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3567 ***********************************************************************
 GA3567  DESIGNATION -  MCLEAN RESET
 GA3567  PID         -  GA3567
 GA3567  STATE/COUNTY-  TN/CLAIBORNE
 GA3567  USGS QUAD   -  WELL SPRING (1980)
 GA3567
 GA3567                         *CURRENT SURVEY CONTROL
 GA3567  ___________________________________________________________________
 GA3567* NAD 83(1995)-  36 28 18.79199(N)    083 55 48.38805(W)     ADJUSTED  
 GA3567* NAVD 88     -       889.9    (meters)    2920.     (feet)  VERTCON   
 GA3567  ___________________________________________________________________
 GA3567  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GA3567  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 GA3567
 GA3567  HORZ ORDER  -  FIRST
 GA3567
 GA3567.The horizontal coordinates were established by classical geodetic methods
 GA3567.and adjusted by the National Geodetic Survey in April 1999..
 GA3567
 GA3567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3567
 GA3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3567
 GA3567.The geoid height was determined by GEOID03.
 GA3567
 GA3567;                    North         East     Units Scale Factor Converg.
 GA3567;SPC TN       -   239,238.026   785,499.010   MT  1.00001026   +1 12 42.5
 GA3567;SPC TN       -   784,900.09  2,577,091.34   sFT  1.00001026   +1 12 42.5
 GA3567;UTM  17      - 4,040,282.077   237,464.740   MT  1.00044928   -1 44 33.8
 GA3567;UTM  16      - 4,040,672.361   775,063.291   MT  1.00053228   +1 49 33.5
 GA3567
 GA3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3567!SPC TN       -   0.99986510  x   1.00001026  =   0.99987536
 GA3567!UTM  17      -   0.99986510  x   1.00044928  =   1.00031432
 GA3567!UTM  16      -   0.99986510  x   1.00053228  =   1.00039731
 GA3567
 GA3567|---------------------------------------------------------------------|
 GA3567| PID    Reference Object                     Distance      Geod. Az  |
 GA3567|                                                           dddmmss.s |
 GA3567| DB9723 MCLEAN RM                            11.095 METERS 01501     |
 GA3567| GA2337 WADE                                APPROX. 3.3 KM 1272045.2 |
 GA3567| DB9724 MCLEAN RM 1                           9.537 METERS 14940     |
 GA3567| GA2325 MCLEAN AZ MK                                       2251052.8 |
 GA3567| DB9725 MCLEAN RM 2                          11.338 METERS 22918     |
 GA3567|---------------------------------------------------------------------|
 GA3567
 GA3567                          SUPERSEDED SURVEY CONTROL
 GA3567
 GA3567  NAD 83(1995)-  36 28 18.79306(N)    083 55 48.38930(W) AD(       ) 1
 GA3567  NAD 83(1995)-  36 28 18.79917(N)    083 55 48.38872(W) AD(       ) 1
 GA3567  NAD 83(1995)-  36 28 18.79999(N)    083 55 48.39070(W) AD(       ) 1
 GA3567  NAD 83(1986)-  36 28 18.80256(N)    083 55 48.38938(W) AD(       ) 1
 GA3567  NAD 27      -  36 28 18.51900(N)    083 55 48.67740(W) AD(       ) 1
 GA3567  NGVD 29 (07/19/86)  890.0    (m)         2920.     (f) VERT ANG       
 GA3567
 GA3567.Superseded values are not recommended for survey control.
 GA3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3567.See file dsdata.txt to determine how the superseded data were derived.
 GA3567
 GA3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3746540282(NAD 83)
 GA3567_MARKER: H = DRILL HOLE
 GA3567_SETTING: 66 = SET IN ROCK OUTCROP
 GA3567_STAMPING: MC LEAN 1892 1928
 GA3567_MARK LOGO: CGS   
 GA3567
 GA3567  HISTORY     - Date     Condition        Report By
 GA3567  HISTORY     - 1892     MONUMENTED       CGS
 GA3567  HISTORY     - 1934     GOOD             CGS
 GA3567  HISTORY     - 1935     GOOD             CGS
 GA3567  HISTORY     - 1950     GOOD             CGS
 GA3567  HISTORY     - 1964     GOOD             TNHD
 GA3567
 GA3567                          STATION DESCRIPTION
 GA3567
 GA3567'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (AHB)
 GA3567'ORIGINAL STATION
 GA3567'MARK WAS DRILL HOLE AT INTERSECTION OF N-S, AND E-W GROOVES,
 GA3567'SURROUNDED BY
 GA3567'LETTERS U.S.C.S.  CUT IN LARGE FLAT ROCK.  REFERENCE
 GA3567'MARKS WERE DRILL HOLES IN ROCK
 GA3567'TWO INCHES DEEP, WITH ARROWHEADS WHICH
 GA3567'POINTED TOWARD STATION.
 GA3567
 GA3567                          STATION RECOVERY (1934)
 GA3567
 GA3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (AHB)
 GA3567'STATION IS ON CUMBERLAND MOUNTAINS, ABOUT 17 MILES SW OF CUMBERLAND
 GA3567'GAP, ABOUT 3 MILES
 GA3567'NE OF WELLS SPRING, ABOUT 3 MILES W BY N OF
 GA3567'SPEEDWELL, AND ON MCLEAN ROCK WHICH
 GA3567'HAS PRECIPITOUS BLUFF ON S SIDE
 GA3567'AND SLOPING TIMBERED GROUND ON N.  TO REACH FROM
 GA3567'INTERSECTION OF
 GA3567'TENNESSEE AVENUE AND CENTRAL AVENUE IN LAFOLLETTE, GO NE 14.3 MILES
 GA3567'ON STATE ROUTE
 GA3567'63 (LAFOLLETTE-CUMBERLAND GAP ROAD) , TURN N INTO LANE
 GA3567'AND GO ABOUT 1 MILE TO FOOT OF
 GA3567'MOUNTAIN AND END OF AUTO TRAVEL,
 GA3567'THENCE FOLLOW TRAIL UP MOUNTAIN TO STATION SITE.
 GA3567'NO. 1 IS ON EDGE OF BLUFF 9.54 METERS (31.3)
 GA3567'FEET) FROM STATION S 3 DEG 3 MIN E, NO 2 IS ON EDGE OF BLUFF,
 GA3567'44.24 FEET FROM
 GA3567'NO.1, AND 11.38 METERS (37.3 FEET) FROM STATION
 GA3567'S 49 DEG 36 MIN W. NO.  3 IS
 GA3567'IN LARGE FLAT ROCK, 11.09 METERS
 GA3567'(36.4 FEET) FROM STATION N 75 DEG 46 MIN E.
 GA3567'IN 1928 STATION
 GA3567'WAS REPORTED DESTROYED, BUT ITS LOCATION WAS REDETERMINED FROM
 GA3567'REFERENCE MARKS
 GA3567'WHICH WERE RECOVERED INTACT.  NEW STATION MARK (1928)
 GA3567'IS STANDARD STATION DISK IN
 GA3567'BEDROCK, STAMPED MCLEAN 1892-1928,
 GA3567'ABOUT 12 INCHES BELOW SURFACE OF GROUND.  IN
 GA3567'1928 STANDARD REFERENCE
 GA3567'DISKS WERE SET IN ORIGINAL DRILL HOLES OF REFERENCE MARKS.  IN
 GA3567'1934 IT WAS
 GA3567'REPORTED THAT REFERENCE DISKS OF NOS.  1 AND 2 HAD BEEN CUT
 GA3567'OUT WITH CHISEL.
 GA3567
 GA3567                          STATION RECOVERY (1935)
 GA3567
 GA3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GA3567'STATION IS ON LARGE ROCK CLIFF LOCALLY KNOWN AS MC LEANS ROCK AND IS
 GA3567'11 MILES NE OF
 GA3567'LAFOLLETTE, AND IS 32 FEET NNW OF EDGE OF CLIFF AND IS
 GA3567'SET IN BEDROCK ABOUT 16 INCHES
 GA3567'BELOW GROUND LEVEL.  STATION MARK IS A
 GA3567'STANDARD U.S.C.  AND G.S.  TRIANGULATION DISK.
 GA3567'
 GA3567'STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED AS DESCRIBED AND
 GA3567'IN GOOD CONDITION.
 GA3567'REFERENCE MARKS NOS.  1 AND 2 WERE SET IN 1935 IN
 GA3567'OLD DRILL HOLES.
 GA3567'
 GA3567'REFERENCE MARK NO. 1 IS A STANDARD DIS5 SET IN ROCK LEDGE AT EDGE OF
 GA3567'CLIFF AND IS SSE
 GA3567'OF STATION.
 GA3567'
 GA3567'REFERENCE MARK NO.  2 IS A STANDARD DISK SET IN ROCK LEDGE AT EDGE OF
 GA3567'CLIFF AND SW OF
 GA3567'STATION.
 GA3567'
 GA3567'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN ROCK OUTCROP ABOUT 3
 GA3567'FEET IN DIAMETER
 GA3567'AND STAMPED 1892-1928.  IT IS N OF STATION.
 GA3567'
 GA3567'AZIMUTH MARK IS SW OF STATION ALONG ROUTE 63, 2.9 MILES W OF I.T.
 GA3567'ELLISONS GROCERY
 GA3567'STORE, 29 PACES S OF CENTER LINE OF ROUTE 63 ON LAND
 GA3567'OWNED BY THE TVA, AND JUST W OF THE
 GA3567'HOME OF WILL KIMBERLAIN.  IT IS A
 GA3567'STANDARD DISK SET IN ROCK OUTCROP.
 GA3567'
 GA3567'TO REACH FROM THE JUNCTION OF TENNESSEE ROUTE 63 AND US ROUTE 25W IN
 GA3567'LAFOLLETTE, GO NE
 GA3567'ON TENNESSEE ROUTE 63 FOR 12.7 MILES TO I.T.
 GA3567'ELLISONS GROCERY STORE AND SERVICE
 GA3567'STATION ON RIGHT.  CCNTINUE AHEAD
 GA3567'FOR 1.2 MILES TO T-ROAD LEFT.  TURN LEFT AND FOLLOW
 GA3567'MAIN-TRAVELED
 GA3567'ROAD FOR 1.0 MILE TO END OF TRUCK TRAVEL.  TAKE MAIN TRAIL, RIGHT,
 GA3567'FOR ABOUT 1-1/4
 GA3567'MILES TO GAP (WILSONS GAP).  TURN LEFT UP RIDGE FOR
 GA3567'ABOUT 1 MILE TO FARM HOUSE.  FROM
 GA3567'HERE BEAR SW ON TRAIL ALONG HIGHEST
 GA3567'PART OF RIDGE FOR 3/4 MILE TO ROCK LEDGE, TURN RIGHT
 GA3567'ON DIM TRAIL
 GA3567'THAT LEADS AROUND E SIDE OF ROCK AND THEN CONTINUE W ON TRAIL FOR
 GA3567'ABOUT 1/4 MILE TO
 GA3567'HIGHEST POINT ON MCLEANS ROCK AND STATION SITE.
 GA3567'
 GA3567'DIRECTIONS TO REFERENCE MARKS NO. 2 AND 3 DID NOT CHECK WITH OLD
 GA3567'VALUES.
 GA3567'
 GA3567'A 4-FOOT STAND REQUIRED.
 GA3567
 GA3567                          STATION RECOVERY (1950)
 GA3567
 GA3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3567'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GA3567'GOOD CONDITION.
 GA3567'DISTANCES AND DIRECTIONS TO ALL MARKS WERE CHECKED AS
 GA3567'STATION IS LOCATED ABOUT 10
 GA3567'MILES NORTHEAST OF LAFOLLETTE ON A LARGE HIGH ROCK
 GA3567'KNOW AS MCLEANS ROCK.  IT IS 22 FEET SOUTH OF
 GA3567'A TRIANGLE BLAZED OAK
 GA3567'TREE AND 18 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 GA3567'ABOUT 12
 GA3567'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 GA3567'STAMPED MC LEAN 1892 1928.
 GA3567'
 GA3567'REFERENCE MARK NO.  1 IS 31.29 FEET SOUTHEAST OF STATION.  THE DISK
 GA3567'IS SET FLUSH IN A
 GA3567'LARGE ROCK LEDGE AND IS STAMPED MC LEAN NO 1 1935.
 GA3567'
 GA3567'REFERENCE MARK NO. 2 IS 37.20 FEET SOUTHWEST OF STATION.  THE DISK IS
 GA3567'SET FLUSH IN THE WEST EDGE
 GA3567'OF A LARGE BOULDER AND IS STAMPED MC LEAN 1935.
 GA3567'
 GA3567'REFERENCE MARK NO. 3 IS 36.40 FEET NORTH OF STATION.  THE DISK IS SET
 GA3567'FLUSH IN OUTCROPPING
 GA3567'BEDROCK AND IS STAMPED MC LEAN 1892 1928.
 GA3567'
 GA3567'AZIMUTH MARK IS 87 FEET SOUTH OF CENTER OF STATE HIGHWAY 63 AND 60
 GA3567'FEET SOUTH OF A WHITE
 GA3567'WITNESS POST AND FENCE LINE.  THE DISK IS SET FLUSH IN A
 GA3567'LARGE OUTCROPPING BEDROCK AND
 GA3567'IS STAMPED MC LEAN AZI 1935.
 GA3567'(REFERENCE MARK DISK)
 GA3567'
 GA3567'S 132 (USC AND GS) BM IS 14 FEET SOUTH OF CENTER OF HIGHWAY 63.
 GA3567'THE DISK IS A STANDARD USC AND GS BM
 GA3567'DISK SET FLUSH IN THE TOP OF CONCRETE CULVERT AND
 GA3567'IS STAMPED S 132 1936.
 GA3567'
 GA3567'TO REACH STATION FROM THE JUNCTION OF U.S.HIGHWAY 25E AND STATE
 GA3567'HIGHWAY 63, IN LAFOLLETTE,
 GA3567'GO NORTHEAST ON HIGHWAY 63 FOR 9.85 MILES TO THE AZIMUTH
 GA3567'MARK ON RIGHT AS DESCRIBED,
 GA3567'CONTINUE AHEAD ON HIGHWAY FOR 2.0 MILES
 GA3567'TO S 132 (USC AND GS) BM ON RIGHT IN CULVERT AS
 GA3567'DESCRIBED, CONTINUE AHEAD
 GA3567'ON HIGHWAY FOR 2.15 MILES TO A CONCRETE BUILDING ON LEFT AND
 GA3567'GRAVEL ROAD LEFT
 GA3567'JUST BEYOND BUILDING, TURN LEFT ON GRAVEL ROAD AND GO 0.8
 GA3567'MILE TO A T ROAD LEFT, TURN
 GA3567'RIGHT, STRAIGHT AHEAD AND GO 0.25 MILE TO
 GA3567'A CREEK BED AND END OF TRUCK TRAVEL.  FROM
 GA3567'HERE PACK UP ROCKY WASH TO
 GA3567'THE EAST FOR ABOUT 45 MINUTES ON ROCKY WASH AND TRAIL WHICH
 GA3567'SLOWLY TURNS
 GA3567'NORTH TO THE TOP OF A LOW SADDLE AND FORK IN TRAIL, TURN LEFT
 GA3567'AND FOLLOW MAIN TRAIL
 GA3567'ALONG TOP OF RIDGE FOR ABOUT 30 MINUTES TO AN
 GA3567'OLD LOG HOUSE, CONTINUE ON MAIN TRAIL TO
 GA3567'THE SOUTH AND WEST FOR ABOUT
 GA3567'25 MINUTES TO A LARGE ROCK ON LEFT SIDE OF TRAIL, FOLLOW
 GA3567'TRAIL AROUND ROCK
 GA3567'ON THE NORTH SIDE TO TOP OF ROCK AND FORK IN TRAIL, TURN LEFT
 GA3567'AND FOLLOW MAIN TRAIL
 GA3567'FOR ABOUT 5 MINUTES TO A LARGE ROCK ON EDGE OF
 GA3567'HILL AND STATION AS DESCRIBED.  (THIS IS
 GA3567'ABOUT 3-1/2 MILES- 1-3/4
 GA3567'HOURS PACK.)
 GA3567'
 GA3567'DISTANCE AND DIRECTION TO REFERENCE MARKS AND OBJECTS VISIBLE FROM
 GA3567'THE GROUND-
 GA3567'
 GA3567'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 GA3567
 GA3567                          STATION RECOVERY (1964)
 GA3567
 GA3567'RECOVERY NOTE BY TN HIGHWAY DEPT 1964 (JAG)
 GA3567'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 GA3567'IN GOOD CONDITION.
 GA3567'DISTANCES AND DIRECTIONS TO REFERENCE MARK NO.  1, NO.  2
 GA3567'AND NO.  3 WERE TAKEN.  THE
 GA3567'DIRECTION TO THE AZIMUTH MARK COULD NOT
 GA3567'BE TAKEN DUE TO THE GROWTH OF A LARGE TREE ON
 GA3567'LINE WITH AND NEAR THE
 GA3567'AZIMUTH MARK.  THE 1950 DESCRIPTION IS ADEQUATE, HOWEVER, A
 GA3567'LOGGING ROAD UP
 GA3567'THE NORTH SIDE OF THE MOUNTAIN WAS FOUND AND WILL OFFER A
 GA3567'BETTER ROUTE TO THE
 GA3567'STATION.  A NEW TO REACH FOLLOWS.
 GA3567'
 GA3567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25W AND STATE
 GA3567'ROUTE 61 IN LA FOLLETTE,
 GA3567'GO NORTH ON U.S.  HIGHWAY 25W FOR 5.15 MILES TO WENNS
 GA3567'TRADING POST ON THE LEFT AND AN
 GA3567'OILED ROAD ON THE RIGHT, KEEP RIGHT
 GA3567'AND GO 2.55 MILES TO E.  FAULKNERS GROCERY ON THE
 GA3567'RIGHT.  HERE, THE
 GA3567'OILED ROAD TURNS LEFT AND A GRAVELED ROAD GOES STRAIGHT AHEAD.
 GA3567'CONTINUE STRAIGHT
 GA3567'AHEAD FOR 4.4 MILES TO A TRACK ROAD ON THE RIGHT,
 GA3567'TURN RIGHT AND GO 0.2 MILE TO A Y,
 GA3567'KEEP LEFT AND GO 1.1 MILES TO A
 GA3567'CREEK AND AN ABANDONED SAWMILL, KEEP RIGHT ALONG THE
 GA3567'EDGE OF A WOODS
 GA3567'FOR 0.05 MILE TO A TRACK ROAD LEADING LEFT AND UPHILL, TURN LEFT AND
 GA3567'GO 1.3 MILES TO A
 GA3567'Y, KEEP RIGHT AND GO 1.3 MILES TO A Y, KEEP RIGHT
 GA3567'AND GO 0.7 MILE TO THREE TRIANGLE
 GA3567'BLAZED TREES AND THE END OF TRUCK
 GA3567'TRAVEL.  HERE, PACK SOUTHEAST ALONG THE TOP OF A
 GA3567'RIDGE FOR 5 MINUTES TO TWO LARGE ROCKS, CROSS OVER THE SECOND
 GA3567'ROCK AND PACK FOR 5 MINUTES TO A ROCK CLIFF, FOLLOW ALONG THE
 GA3567'ROCK CLIFF FOR 10 MINUTES TO THE STATION.
 GA3567'
 GA3567'TRAVERSE STATION WADE WILL SERVE AS AN AZIMUTH,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2296 ***********************************************************************
 FE2296  DESIGNATION -  MCLEMORESVILLE
 FE2296  PID         -  FE2296
 FE2296  STATE/COUNTY-  TN/CARROLL
 FE2296  USGS QUAD   -  MC LEMORESVILLE (1981)
 FE2296
 FE2296                         *CURRENT SURVEY CONTROL
 FE2296  ___________________________________________________________________
 FE2296* NAD 83(1995)-  35 57 17.78900(N)    088 34 30.94263(W)     ADJUSTED  
 FE2296* NAVD 88     -       174.62   (+/-2cm)     572.9    (feet)  VERTCON   
 FE2296  ___________________________________________________________________
 FE2296  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FE2296  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FE2296
 FE2296  HORZ ORDER  -  THIRD
 FE2296  VERT ORDER  -  THIRD ? (See Below)
 FE2296
 FE2296.The horizontal coordinates were established by classical geodetic methods
 FE2296.and adjusted by the National Geodetic Survey in April 1999..
 FE2296
 FE2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2296.The vertical order pertains to the NGVD 29 superseded value.
 FE2296
 FE2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2296
 FE2296.The geoid height was determined by GEOID03.
 FE2296
 FE2296;                    North         East     Units Scale Factor Converg.
 FE2296;SPC TN       -   182,972.405   367,711.162   MT  0.99995062   -1 30 27.6
 FE2296;SPC TN       -   600,301.97  1,206,399.04   sFT  0.99995062   -1 30 27.6
 FE2296;UTM  16      - 3,980,097.611   357,939.068   MT  0.99984868   -0 55 30.2
 FE2296
 FE2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2296!SPC TN       -   0.99997703  x   0.99995062  =   0.99992765
 FE2296!UTM  16      -   0.99997703  x   0.99984868  =   0.99982572
 FE2296
 FE2296|---------------------------------------------------------------------|
 FE2296| PID    Reference Object                     Distance      Geod. Az  |
 FE2296|                                                           dddmmss.s |
 FE2296| CG4541 MCLEMORESVILLE RM 2                  16.920 METERS 14656     |
 FE2296| CG4539 MCLEMORESVILLE AZ MK                               1533318.5 |
 FE2296| CG4540 MCLEMORESVILLE RM 1                   9.646 METERS 22723     |
 FE2296|---------------------------------------------------------------------|
 FE2296
 FE2296                          SUPERSEDED SURVEY CONTROL
 FE2296
 FE2296  NAD 83(1995)-  35 57 17.79159(N)    088 34 30.94806(W) AD(       ) 3
 FE2296  NAD 83(1986)-  35 57 17.79992(N)    088 34 30.94250(W) AD(       ) 3
 FE2296  NAD 27      -  35 57 17.56890(N)    088 34 30.74360(W) AD(       ) 3
 FE2296  NGVD 29 (07/19/86)  174.66   (m)          573.0    (f) LEVELING    3  
 FE2296
 FE2296.Superseded values are not recommended for survey control.
 FE2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2296.See file dsdata.txt to determine how the superseded data were derived.
 FE2296
 FE2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE5793980098(NAD 83)
 FE2296_MARKER: DS = TRIANGULATION STATION DISK
 FE2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2296
 FE2296  HISTORY     - Date     Condition        Report By
 FE2296  HISTORY     - 1958     MONUMENTED       CGS
 FE2296
 FE2296                          STATION DESCRIPTION
 FE2296
 FE2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2296'THE STATION IS ABOUT 6 MILES EAST OF ATWOOD, 2-1/4 MILES SOUTH OF MC
 FE2296'LEMORESVILLE, AND IS LOCATED ON THE NORTHEAST BANK OF A PAVED
 FE2296'ROAD. IT IS 4 FEET SOUTHEAST OF A WHITE WITNESS POST, 31 FEET
 FE2296'NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, AND 21 FEET
 FE2296'SOUTHWEST OF THE CENTERLINE OF AN OLD GRAVEL ROAD. THE MONUMENT IS
 FE2296'FLUSH AND THE DISK IS STAMPED MCLEMORESVILLE 1958.
 FE2296'
 FE2296'TO REACH THE STATION FROM THE POST OFFICE IN MC LEMORESVILLE, GO
 FE2296'SOUTH ON U.S. HIGHWAY 70 ALT. FOR 0.15 MILE TO A PAVED ROAD
 FE2296'LEFT. TURN LEFT, SOUTH, ON PAVED ROAD FOR 2.15 MILES TO STATION ON
 FE2296'LEFT, NORTHEAST, SIDE OF ROAD AS DESCRIBED.
 FE2296'
 FE2296'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON THE PAVED
 FE2296'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FE2296'DESCRIBED.
 FE2296'
 FE2296'REFERENCE MARK 1 IS 32 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED
 FE2296'ROAD, 22 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD GRAVEL
 FE2296'ROAD, AND 35 FEET SOUTHEAST OF A WHITE WITNESS POST. THE MONUMENT
 FE2296'PROJECTS 2 INCHES AND THE DISK IS STAMPED MCLEMORESVILLE NO
 FE2296'1 1958.
 FE2296'
 FE2296'REFERENCE MARK 2 IS 21 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED
 FE2296'ROAD, 54 FEET NORTHWEST OF A POWERLINE POLE, AND IS ON THE
 FE2296'OPPOSITE SIDE OF THE ROAD FROM THE STATION. THE MONUMENT PROJECTS 2
 FE2296'INCHES AND THE DISK IS STAMPED MCLEMORESVILLE NO 2 1958.
 FE2296'
 FE2296'AZIMUTH MARK IS 2 FEET NORTHWEST OF A WHITE WITNESS POST, 3 FEET
 FE2296'NORTHWEST OF A POWERLINE POLE, AND 62 FEET SOUTHWEST OF
 FE2296'THE CENTERLINE OF THE PAVED ROAD. THE MONUMENT IS FLUSH AND THE DISK
 FE2296'IS STAMPED MCLEMORESVILLE 1958.
 FE2296'
 FE2296'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1819 ***********************************************************************
 FC1819  DESIGNATION -  MCMINN RIDGE LOT 17
 FC1819  PID         -  FC1819
 FC1819  STATE/COUNTY-  TN/MCMINN
 FC1819  USGS QUAD   -  TRANQUILLITY (1990)
 FC1819
 FC1819                         *CURRENT SURVEY CONTROL
 FC1819  ___________________________________________________________________
 FC1819* NAD 83(1995)-  35 31 46.08501(N)    084 43 06.74309(W)     ADJUSTED  
 FC1819* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 FC1819  ___________________________________________________________________
 FC1819  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FC1819  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC1819
 FC1819  HORZ ORDER  -  SECOND
 FC1819
 FC1819.The horizontal coordinates were established by classical geodetic methods
 FC1819.and adjusted by the National Geodetic Survey in April 1999..
 FC1819
 FC1819.The orthometric height was scaled from a topographic map.
 FC1819
 FC1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1819
 FC1819.The geoid height was determined by GEOID03.
 FC1819
 FC1819;                    North         East     Units Scale Factor Converg.
 FC1819;SPC TN       -   133,471.111   716,215.945   MT  0.99996245   +0 45 00.8
 FC1819;SPC TN       -   437,896.47  2,349,785.15   sFT  0.99996245   +0 45 00.8
 FC1819;UTM  16      - 3,934,155.651   706,855.001   MT  1.00012732   +1 19 34.6
 FC1819
 FC1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1819!SPC TN       -   0.99994262  x   0.99996245  =   0.99990508
 FC1819!UTM  16      -   0.99994262  x   1.00012732  =   1.00006994
 FC1819
 FC1819                          SUPERSEDED SURVEY CONTROL
 FC1819
 FC1819  NAD 83(1995)-  35 31 46.08938(N)    084 43 06.74451(W) AD(       ) 2
 FC1819  NAD 83(1986)-  35 31 46.09347(N)    084 43 06.74258(W) AD(       ) 2
 FC1819  NAD 27      -  35 31 45.83440(N)    084 43 06.96430(W) AD(       ) 2
 FC1819
 FC1819.Superseded values are not recommended for survey control.
 FC1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1819.See file dsdata.txt to determine how the superseded data were derived.
 FC1819
 FC1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0685534156(NAD 83)
 FC1819_MARKER: 57 = LOOKOUT TOWER
 FC1819
 FC1819  HISTORY     - Date     Condition        Report By
 FC1819  HISTORY     - 1961     FIRST OBSERVED   CGS
 FC1819
 FC1819                          STATION DESCRIPTION
 FC1819
 FC1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1819'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF ATHENS, 4 MILES
 FC1819'NORTHEAST OF DECATUR AND ON THE HIGHEST POINT OF MCMINN RIDGE.
 FC1819'
 FC1819'THE TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A METAL CAB AT THE TOP.
 FC1819'THE OVER ALL HEIGHT IS 80 FEET.
 FC1819'
 FC1819'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PONE 2 TO
 FC1819'AN IRON ROD DRIVEN IN THE GROUND AT THE CENTER OF THE LOOKOUT
 FC1819'TOWER.  THIS WAS THE POINT INTERSECTED.  THE DISTANCE IS 13.710
 FC1819'METERS- 44.98 FEET.
 FC1819'
 FC1819'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1819'HIGHWAY 30 ABOUT 1 MILE WEST OF DOWNTOWN ATHENS, GO WEST ON STATE
 FC1819'HIGHWAY 30 FOR 5.6 MILES TO A CROSSROAD, ROGERS GROCERY ON THE LEFT
 FC1819'AND SIGN FIRE TOWER ON THE RIGHT, TURN RIGHT AND GO 1.8 MILES TO
 FC1819'A SIDE ROAD ON THE LEFT AND SIGN FIRE TOWER, TURN LEFT AND GO 0.35
 FC1819'MILE TO A FORK AND SIGN FIRE TOWER, KEEP LEFT AND GO 1.6 MILES TO
 FC1819'A SIDE ROAD ON THE RIGHT AND SIGN FIRE TOWER, TURN RIGHT AND GO 0.2
 FC1819'MILE TO THE AZIMUTH ON THE LEFT, CONTINUE FOR 1.3 MILES TO SIDE
 FC1819'ROAD ON THE LEFT AND SIGN FIRE TOWER, TURN LEFT AND GO 0.3 MILE TO
 FC1819'A SIDE ROAD ON THE LEFT AND SIGN FIRE TOWER, TURN LEFT AND GO 0.6
 FC1819'MILE TO THE FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1917 ***********************************************************************
 FC1917  DESIGNATION -  MCMINNVILLE
 FC1917  PID         -  FC1917
 FC1917  STATE/COUNTY-  TN/WARREN
 FC1917  USGS QUAD   -  MC MINNVILLE (1984)
 FC1917
 FC1917                         *CURRENT SURVEY CONTROL
 FC1917  ___________________________________________________________________
 FC1917* NAD 83(1995)-  35 41 38.00822(N)    085 46 02.81997(W)     ADJUSTED  
 FC1917* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 FC1917  ___________________________________________________________________
 FC1917  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FC1917  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1917
 FC1917  HORZ ORDER  -  SECOND
 FC1917
 FC1917.The horizontal coordinates were established by classical geodetic methods
 FC1917.and adjusted by the National Geodetic Survey in April 1999..
 FC1917
 FC1917.The orthometric height was scaled from a topographic map.
 FC1917
 FC1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1917
 FC1917.The geoid height was determined by GEOID03.
 FC1917
 FC1917;                    North         East     Units Scale Factor Converg.
 FC1917;SPC TN       -   150,977.499   621,047.254   MT  0.99995138   +0 08 10.1
 FC1917;SPC TN       -   495,332.01  2,037,552.53   sFT  0.99995138   +0 08 10.1
 FC1917;UTM  16      - 3,950,697.284   611,517.285   MT  0.99975325   +0 43 09.2
 FC1917
 FC1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1917!SPC TN       -   0.99995511  x   0.99995138  =   0.99990649
 FC1917!UTM  16      -   0.99995511  x   0.99975325  =   0.99970837
 FC1917
 FC1917|---------------------------------------------------------------------|
 FC1917| PID    Reference Object                     Distance      Geod. Az  |
 FC1917|                                                           dddmmss.s |
 FC1917| CG6916 MCMINNVILLE RM 1                     27.252 METERS 04406     |
 FC1917| CG6917 MCMINNVILLE RM 2                     37.947 METERS 15824     |
 FC1917| FC1916 MCMINNVILLE MUNICIPAL TANK          419.193 METERS 2430454.0 |
 FC1917| CG6918 MCMINNVILLE RM 3 AZIMUTH                           2721538.1 |
 FC1917|---------------------------------------------------------------------|
 FC1917
 FC1917                          SUPERSEDED SURVEY CONTROL
 FC1917
 FC1917  NAD 83(1995)-  35 41 38.01337(N)    085 46 02.82416(W) AD(       ) 2
 FC1917  NAD 83(1986)-  35 41 38.01994(N)    085 46 02.81967(W) AD(       ) 2
 FC1917  NAD 27      -  35 41 37.75900(N)    085 46 02.88300(W) AD(       ) 2
 FC1917
 FC1917.Superseded values are not recommended for survey control.
 FC1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1917.See file dsdata.txt to determine how the superseded data were derived.
 FC1917
 FC1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1151750697(NAD 83)
 FC1917_MARKER: DS = TRIANGULATION STATION DISK
 FC1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1917
 FC1917  HISTORY     - Date     Condition        Report By
 FC1917  HISTORY     - 1934     MONUMENTED       CGS
 FC1917  HISTORY     - 1941     GOOD             CGS
 FC1917
 FC1917                          STATION DESCRIPTION
 FC1917
 FC1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1917'ABOUT 1 MILE NORTH OF MCMINNVILLE, ON PROPERTY OF T.B. MOLLOY, ACROSS
 FC1917'COUNTY ROAD FROM MOLLOY HOME, 400 YARDS EAST- NORTHEAST OF CITY
 FC1917'WATER TANK, AND 8 YARDS WEST OF COUNTY ROAD.  SURFACE AND UNDERGROUND
 FC1917'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1917'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FC1917'NO. 1 IS DIAGONALLY ACROSS COUNTY ROAD FROM STATION, 6 YARDS EAST OF
 FC1917'CENTER LINE OF COUNTY ROAD, AND 27.252 METERS (89.41 FEET) FROM
 FC1917'STATION N 44 DEG 06 MIN E.  NO. 2 IS DIAGONALLY ACROSS COUNTY
 FC1917'ROAD FROM STATION, 6 YARDS EAST OF COUNTY ROAD, 6 YARDS SOUTH OF
 FC1917'26-INCH OAK TREE IN MOLLOYS YARD, AND 37.947 METERS (124.50 FEET)
 FC1917'FROM STATION S 21 DEG 36 MIN E.  NO. 3 (AZIMUTH MARK) IS ON
 FC1917'PROPERTY OF MR. WALLING, ALONGSIDE ROAD WHICH RUNS PARALLEL TO LINE
 FC1917'FROM STATION TO MARK, 16 FEET SOUTH OF CENTER LINE OF ROAD WHICH ENDS
 FC1917'ABOUT 200 YARDS BEFORE REACHING STATION, AND 300 YARDS FROM STATION
 FC1917'N 87 DEG 44 MIN W.  FOLLOWING DISTANCES AND BEARINGS
 FC1917'ARE FROM STATION- MCMINNVILLE, MUNICIPAL WATER TANK (ALUMINUM),
 FC1917'419.2 METERS (1,375 FEET), S 63 DEG 05 MIN W. AND PRESBYTERIAN
 FC1917'CHURCH, BALL ON SPIRE, 1 MILE, S 26 DEG 49 MIN W.
 FC1917
 FC1917                          STATION RECOVERY (1941)
 FC1917
 FC1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JAM)
 FC1917'STATION RECOVERED AS DESCRIBED IN PERFECT CONDITION.
 FC1917'
 FC1917'REFERENCE MARK 2 WAS FOUND TO CHECK IN POSITION, BUT HAS BEEN STAMPED
 FC1917'MCMINNVILLE 2 1934-1938.
 FC1917'
 FC1917'REFERENCE MARK 1 IS GONE, AND SET IN ITS POSITION IS REFERENCE MARK 5
 FC1917'1934-1941.
 FC1917'
 FC1917'REFERENCE MARK 3 (AZIMUTH MARK) IS NO LONGER CLEARLY VISIBLE DUE TO A
 FC1917'POLE OBSCURING ALL BUT THE EDGE OF THE BRONZE DISK.
 FC1917'
 FC1917'PRESBYTERIAN CHURCH USED IN THE DESCRIPTION IS NOT VISIBLE FROM THE
 FC1917'GROUND BECAUSE OF THE CONSTRUCTION OF A DWELLING ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1916 ***********************************************************************
 FC1916  DESIGNATION -  MCMINNVILLE MUNICIPAL TANK
 FC1916  PID         -  FC1916
 FC1916  STATE/COUNTY-  TN/WARREN
 FC1916  USGS QUAD   -  MC MINNVILLE (1984)
 FC1916
 FC1916                         *CURRENT SURVEY CONTROL
 FC1916  ___________________________________________________________________
 FC1916* NAD 83(1995)-  35 41 31.85045(N)    085 46 17.68624(W)     ADJUSTED  
 FC1916* NAVD 88     -                                                        
 FC1916  ___________________________________________________________________
 FC1916  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FC1916  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC1916
 FC1916  HORZ ORDER  -  THIRD
 FC1916
 FC1916.The horizontal coordinates were established by classical geodetic methods
 FC1916.and adjusted by the National Geodetic Survey in April 1999..
 FC1916
 FC1916
 FC1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1916
 FC1916.The geoid height was determined by GEOID03.
 FC1916
 FC1916;                    North         East     Units Scale Factor Converg.
 FC1916;SPC TN       -   150,786.843   620,673.950   MT  0.99995145   +0 08 01.4
 FC1916;SPC TN       -   494,706.50  2,036,327.78   sFT  0.99995145   +0 08 01.4
 FC1916;UTM  16      - 3,950,502.879   611,146.014   MT  0.99975223   +0 43 00.4
 FC1916
 FC1916                          SUPERSEDED SURVEY CONTROL
 FC1916
 FC1916  NAD 83(1995)-  35 41 31.85566(N)    085 46 17.69033(W) AD(       ) 4
 FC1916  NAD 83(1986)-  35 41 31.86221(N)    085 46 17.68606(W) AD(       ) 4
 FC1916  NAD 27      -  35 41 31.60000(N)    085 46 17.75000(W) AD(       ) 3
 FC1916
 FC1916.Superseded values are not recommended for survey control.
 FC1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1916.See file dsdata.txt to determine how the superseded data were derived.
 FC1916
 FC1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE1114650503(NAD 83)
 FC1916_MARKER: 53 = ELEVATED TANK
 FC1916
 FC1916  HISTORY     - Date     Condition        Report By
 FC1916  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1916
 FC1916                          STATION DESCRIPTION
 FC1916
 FC1916'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1977 ***********************************************************************
 FC1977  CBN         -  This is a Cooperative Base Network Control Station.
 FC1977  DESIGNATION -  MCMIPORT
 FC1977  PID         -  FC1977
 FC1977  STATE/COUNTY-  TN/MCMINN
 FC1977  USGS QUAD   -  ATHENS (1990)
 FC1977
 FC1977                         *CURRENT SURVEY CONTROL
 FC1977  ___________________________________________________________________
 FC1977* NAD 83(1995)-  35 23 44.09618(N)    084 33 46.76857(W)     ADJUSTED  
 FC1977* NAVD 88     -       248.0    (meters)     814.     (feet)  GPS OBS   
 FC1977  ___________________________________________________________________
 FC1977  X           -     493,209.936 (meters)                     COMP
 FC1977  Y           -  -5,181,888.839 (meters)                     COMP
 FC1977  Z           -   3,673,856.508 (meters)                     COMP
 FC1977  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 FC1977  ELLIP HEIGHT-         217.88  (meters)          (08/03/04) GPS OBS
 FC1977  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FC1977
 FC1977  HORZ ORDER  -  A
 FC1977  ELLP ORDER  -  FOURTH    CLASS I
 FC1977
 FC1977.This mark is at Mcminn County Airport (MMI)
 FC1977
 FC1977.The horizontal coordinates were established by GPS observations
 FC1977.and adjusted by the National Geodetic Survey in August 2004..
 FC1977
 FC1977.The orthometric height was determined by GPS observations and a
 FC1977.high-resolution geoid model.
 FC1977
 FC1977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1977
 FC1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1977
 FC1977.The ellipsoidal height was determined by GPS observations
 FC1977.and is referenced to NAD 83.
 FC1977
 FC1977.The geoid height was determined by GEOID03.
 FC1977
 FC1977;                    North         East     Units Scale Factor Converg.
 FC1977;SPC TN       -   118,814.581   730,539.812   MT  0.99997750   +0 50 28.6
 FC1977;SPC TN       -   389,810.84  2,396,779.37   sFT  0.99997750   +0 50 28.6
 FC1977;UTM  16      - 3,919,640.391   721,327.683   MT  1.00020372   +1 24 43.7
 FC1977
 FC1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1977!SPC TN       -   0.99996580  x   0.99997750  =   0.99994330
 FC1977!UTM  16      -   0.99996580  x   1.00020372  =   1.00016952
 FC1977
 FC1977                          SUPERSEDED SURVEY CONTROL
 FC1977
 FC1977  NAD 83(1995)-  35 23 44.09710(N)    084 33 46.76914(W) AD(       ) 3
 FC1977  ELLIP H (04/12/99)  217.77   (m)                       GP(       ) 4 1
 FC1977  NAD 83(1995)-  35 23 44.09975(N)    084 33 46.77367(W) AD(       ) 3
 FC1977  NAD 83(1995)-  35 23 44.09767(N)    084 33 46.77103(W) AD(       ) 3
 FC1977  NGVD 29 (09/17/90)  248.1    (m)          814.     (f) GPS OBS        
 FC1977
 FC1977.Superseded values are not recommended for survey control.
 FC1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1977.See file dsdata.txt to determine how the superseded data were derived.
 FC1977
 FC1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2132819640(NAD 83)
 FC1977_MARKER: I = METAL ROD
 FC1977_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1977_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1977_MARK LOGO: NGS   
 FC1977_MAGNETIC: I = MARKER IS A STEEL ROD
 FC1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1977+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC1977
 FC1977  HISTORY     - Date     Condition        Report By
 FC1977  HISTORY     - 1987     MONUMENTED       NGS
 FC1977  HISTORY     - 19881215 GOOD
 FC1977  HISTORY     - 20031010 GOOD             TNDT
 FC1977
 FC1977                          STATION DESCRIPTION
 FC1977
 FC1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1977'4.50 MILES EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN ATHENS,
 FC1977'TO THE JUNCTION OF A BLACK TOP ROAD LEFT, THENCE 0.50 MILE NORTHEAST
 FC1977'ALONG THE BLACK TOP ROAD TO THE JUNCTION OF A PAVED ROAD TO THE OFFICE
 FC1977'OF MCMINN COUNTY AIRPORT, THENCE 0.05 MILE WESTERLY ALONG PAVED ROAD
 FC1977'TO THE OFFICE OF MCMINN AIRPORT, CONTINUE WESTERLY FOR ABOUT 0.05 MILE
 FC1977'TO MAIN IN OVAL SHAPED PATCH OF LAWN, A3-D MARK, A STAINLESS STEEL ROD
 FC1977'DRIVEN 11.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND, ENCASED IN A 3
 FC1977'FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN A 5 INCH PVC PIPE WITH
 FC1977'A LOGO CAP ---STAMPED MCMIPORT 1987, 1 INCH BELOW GROUND WITH A REBAR
 FC1977'CONCERT, 240.0 FEET SOUTHWEST OF SOUTHWEST EDGE OF TAXIWAY, 380.3
 FC1977'FEET NORTHEAST OF NORTHEAST EDGE OF TAXIWAY, 165.9 FEET NORTHWEST OF
 FC1977'THE MOST SOUTHERN ONE OF TWO GAS TANKS, 43.7 FEET SOUTHEAST EDGE OF
 FC1977'RUNWAY, AND 1.0 FOOT NORTHEAST OF A FIBERGLASS WITNESS POST NOTE --
 FC1977'CONTACT MCMINN COUNTY EXECUTIVE OFFICE AT 745-7634 ABOUT GETTING ON
 FC1977'AIRPORT.
 FC1977
 FC1977                          STATION RECOVERY (1988)
 FC1977
 FC1977'RECOVERED 1988
 FC1977'RECOVERED IN GOOD CONDITION.
 FC1977
 FC1977                          STATION RECOVERY (2003)
 FC1977
 FC1977'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC1977'RECVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1978 ***********************************************************************
 FC1978  DESIGNATION -  MCMIPORT AZ MK
 FC1978  PID         -  FC1978
 FC1978  STATE/COUNTY-  TN/MCMINN
 FC1978  USGS QUAD   -  ATHENS (1990)
 FC1978
 FC1978                         *CURRENT SURVEY CONTROL
 FC1978  ___________________________________________________________________
 FC1978* NAD 83(1995)-  35 23 26.49297(N)    084 33 54.19917(W)     ADJUSTED  
 FC1978* NAVD 88     -       245.1    (meters)     804.     (feet)  VERTCON   
 FC1978  ___________________________________________________________________
 FC1978  X           -     493,052.788 (meters)                     COMP
 FC1978  Y           -  -5,182,216.955 (meters)                     COMP
 FC1978  Z           -   3,673,412.485 (meters)                     COMP
 FC1978  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FC1978  ELLIP HEIGHT-         214.85  (meters)          (04/12/99) GPS OBS
 FC1978  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC1978
 FC1978  HORZ ORDER  -  THIRD
 FC1978  ELLP ORDER  -  FOURTH    CLASS I
 FC1978
 FC1978.This mark is at Mcminn County Airport (MMI)
 FC1978
 FC1978.The horizontal coordinates were established by GPS observations
 FC1978.and adjusted by the National Geodetic Survey in April 1999..
 FC1978
 FC1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1978
 FC1978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC1978
 FC1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1978
 FC1978.The ellipsoidal height was determined by GPS observations
 FC1978.and is referenced to NAD 83.
 FC1978
 FC1978.The geoid height was determined by GEOID03.
 FC1978
 FC1978;                    North         East     Units Scale Factor Converg.
 FC1978;SPC TN       -   118,269.390   730,360.278   MT  0.99997815   +0 50 24.3
 FC1978;SPC TN       -   388,022.16  2,396,190.35   sFT  0.99997815   +0 50 24.3
 FC1978;UTM  16      - 3,919,093.315   721,153.549   MT  1.00020277   +1 24 38.8
 FC1978
 FC1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1978!SPC TN       -   0.99996628  x   0.99997815  =   0.99994443
 FC1978!UTM  16      -   0.99996628  x   1.00020277  =   1.00016904
 FC1978
 FC1978                          SUPERSEDED SURVEY CONTROL
 FC1978
 FC1978  NAD 83(1995)-  35 23 26.49566(N)    084 33 54.20358(W) AD(       ) 3
 FC1978  NAD 83(1995)-  35 23 26.49355(N)    084 33 54.20101(W) AD(       ) 3
 FC1978  NGVD 29 (09/17/90)  245.2    (m)          804.     (f) GPS OBS        
 FC1978
 FC1978.Superseded values are not recommended for survey control.
 FC1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1978.See file dsdata.txt to determine how the superseded data were derived.
 FC1978
 FC1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2115419093(NAD 83)
 FC1978_MARKER: I = METAL ROD
 FC1978_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FC1978_SP_SET: OBJECT DRIVEN INTO GROUND
 FC1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1978+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1988
 FC1978
 FC1978  HISTORY     - Date     Condition        Report By
 FC1978  HISTORY     - 1987     MONUMENTED       NGS
 FC1978  HISTORY     - 19881215 GOOD
 FC1978
 FC1978                          STATION DESCRIPTION
 FC1978
 FC1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FC1978'4.50 MILES EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN ATHENS,
 FC1978'TO THE JUNCTION OF A BLACK TOP ROAD LEFT, THENCE 0.50 MILE NORTHEAST
 FC1978'ALONG THE BLACK TOP ROAD TO THE JUNCTION OF A PAVED ROAD TO THE MCMINN
 FC1978'COUNTY AIRPORT, THENCE 0.05 MILE WESTERLY ALONG PAVED ROAD TO THE
 FC1978'OFFICE OF MCMINN AIRPORT, THENCE 0.15 MILE SOUTHWESTERLY ALONG TAXIWAY
 FC1978'TO THE JUNCTION OF RUNWAY, THENCE 0.25 MILE SOUTHWESTERLY ALONG
 FC1978'TAXIWAY TO THE JUNCTION OF RUNWAY, THENCE 0.25 MILE SOUTHWESTERLY
 FC1978'ALONG RUNWAY TO THE MARK JUST PASS THE END OF THE RUNWAY, A 3-D MARK,
 FC1978'A STAINLESS STEEL ROD DRIVEN 19.0 FEET THE REFUSAL, 3 INCHES BELOW
 FC1978'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN
 FC1978'A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED MCMIPORT AZ MK 1987, 1 INCH
 FC1978'BELOW GROUND, WITH A REBAR IN CONCERT, 36.8 FEET SOUTHEAST OF
 FC1978'CORNER OF RUNWAY, 18.8 FEET WEST OF A CONCRETE BASE
 FC1978'SUPPORTING A 1 FOOT PIPE, 32.5 FEET EAST-SOUTHEAST OF THE EXTENDED
 FC1978'EDGE OF SOUTHEAST EDGE OF RUNWAY, 23.8 FEET SOUTHEAST OF THE MOST
 FC1978'EASTERLY ONE OF THREE RUNLIGHTS, AND 1.0 FOOT NORTHEAST OF A
 FC1978'FIBERGLASS WITNESS POST.
 FC1978
 FC1978                          STATION RECOVERY (1988)
 FC1978
 FC1978'RECOVERED 1988
 FC1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2449 ***********************************************************************
 GC2449  DESIGNATION -  MCMURRY RESET
 GC2449  PID         -  GC2449
 GC2449  STATE/COUNTY-  TN/MONTGOMERY
 GC2449  USGS QUAD   -  GUTHRIE (1983)
 GC2449
 GC2449                         *CURRENT SURVEY CONTROL
 GC2449  ___________________________________________________________________
 GC2449* NAD 83(1995)-  36 37 32.61864(N)    087 08 12.17751(W)     ADJUSTED  
 GC2449* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 GC2449  ___________________________________________________________________
 GC2449  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GC2449  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GC2449
 GC2449  HORZ ORDER  -  FIRST
 GC2449
 GC2449.The horizontal coordinates were established by classical geodetic methods
 GC2449.and adjusted by the National Geodetic Survey in April 1999..
 GC2449
 GC2449.The orthometric height was scaled from a topographic map.
 GC2449
 GC2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2449
 GC2449.The geoid height was determined by GEOID03.
 GC2449
 GC2449;                    North         East     Units Scale Factor Converg.
 GC2449;SPC TN       -   254,938.835   498,323.091   MT  1.00004376   -0 39 55.7
 GC2449;SPC TN       -   836,411.83  1,634,915.01   sFT  1.00004376   -0 39 55.7
 GC2449;UTM  16      - 4,053,363.105   487,776.185   MT  0.99960184   -0 04 53.6
 GC2449
 GC2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2449!SPC TN       -   0.99997640  x   1.00004376  =   1.00002016
 GC2449!UTM  16      -   0.99997640  x   0.99960184  =   0.99957825
 GC2449
 GC2449|---------------------------------------------------------------------|
 GC2449| PID    Reference Object                     Distance      Geod. Az  |
 GC2449|                                                           dddmmss.s |
 GC2449| CG6922 MCMURRY RM 4                         29.928 METERS 00723     |
 GC2449| CG6919 MCMURRY RM 1                         30.008 METERS 05030     |
 GC2449| CG6920 MCMURRY RM 2                                       1351250.3 |
 GC2449| GC2498 FAIRVIEW JEFFERSON DAVIS MON        APPROX.28.1 KM 3284344.0 |
 GC2449|---------------------------------------------------------------------|
 GC2449
 GC2449                          SUPERSEDED SURVEY CONTROL
 GC2449
 GC2449  NAD 83(1995)-  36 37 32.61905(N)    087 08 12.17830(W) AD(       ) 1
 GC2449  NAD 83(1995)-  36 37 32.62448(N)    087 08 12.18143(W) AD(       ) 1
 GC2449  NAD 83(1986)-  36 37 32.62768(N)    087 08 12.18113(W) AD(       ) 1
 GC2449  NAD 27      -  36 37 32.47000(N)    087 08 12.17200(W) AD(       ) 1
 GC2449
 GC2449.Superseded values are not recommended for survey control.
 GC2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2449.See file dsdata.txt to determine how the superseded data were derived.
 GC2449
 GC2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF8777653363(NAD 83)
 GC2449_MARKER: DS = TRIANGULATION STATION DISK
 GC2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2449
 GC2449  HISTORY     - Date     Condition        Report By
 GC2449  HISTORY     - 1930     MONUMENTED       CGS
 GC2449  HISTORY     - 1934     GOOD             CGS
 GC2449  HISTORY     - 1953     GOOD             CGS
 GC2449
 GC2449                          STATION DESCRIPTION
 GC2449
 GC2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GC2449'ABOUT 2.2 MILES BY ROAD SOUTHEAST OF GUTHRIE, KY., 5 MILES NORTHWEST
 GC2449'OF ADAMS, 1.75 MILES SOUTHEAST OF
 GC2449'KENTUCKY-TENNESSEE STATE LINE, ON U.S. ROUTE 41E., ON SUMMIT OF
 GC2449'GENTLE RISE OF GROUND, ON LAND OWNED BY H.J. MCMURRY AND FARMED BY
 GC2449'J.L. KING, ABOUT 170 YARDS SOUTHEAST ALONG HIGHWAY FROM RAILROAD
 GC2449'SEMAPHORE NO. 2132, AND 46.8 FEET SOUTHWEST OF CENTER LINE OF
 GC2449'HIGHWAY.  TO REACH FROM GUTHRIE, FOLLOW U.S. ROUTE 41E. SOUTHEAST TO
 GC2449'TOP OF GENTLE GRADE AND ABOUT 175 METERS (574 FEET) SOUTHEAST OF
 GC2449'SWAMPY STRIP OF TIMBER ON RIGHT.  SURFACE AND UNDERGROUND MARKS ARE
 GC2449'STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 GC2449'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GC2449
 GC2449                          STATION RECOVERY (1934)
 GC2449
 GC2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GC2449'STATION
 GC2449'RECOVERED IN 1934 AND ADDITIONAL REFERENCE MARK (NO. 3) WAS
 GC2449'ESTABLISHED.  NO. 1 (1930) IS IN FENCE LINE BETWEEN RAILROAD
 GC2449'AND HIGHWAY, 45 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, AND 29.99
 GC2449'METERS (98.4 FEET) FROM STATION.  NO. 2
 GC2449'(1930) (AZIMUTH MARK) IS IN SOUTH ANGLE OF DIRT-ROAD JUNCTION, AT
 GC2449'FENCE CORNER, ABOUT 30 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 GC2449'AND ABOUT 0.35 MILE FROM STATION.
 GC2449'NO. 3 (1934) IS BETWEEN HIGHWAY AND WIRE FENCE, 30 FEET SOUTHWEST OF
 GC2449'CENTER LINE OF HIGHWAY, AND 180.49 FEET FROM STATION.
 GC2449
 GC2449                          STATION RECOVERY (1953)
 GC2449
 GC2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2449'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK, REFERENCE MARK NO.
 GC2449'1 AND REFERENCE MARK NO. 2 WERE IN GOOD CONDITION. REFERENCE MARK NO.
 GC2449'3 WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.  THE DISTANCE AND
 GC2449'DIRECTION TO REFERENCE MARK NO.  2 CHECKED AND THE DISTANCE TO
 GC2449'REFERENCE MARK NO. 1 CHECKED.  THE DIRECTION TO REFERENCE MARK NO. 1
 GC2449'DID NOT CHECK.  THE STATION MARK WAS LOWERED 12 INCHES UNDERGROUND
 GC2449'AT THE REQUEST OF THE PROPERTY OWNER.  A NEW REFERENCE MARK WAS
 GC2449'ESTABLISHED BY THIS PARTY.
 GC2449'
 GC2449'STATION IS 60 FEET SOUTH OF A TELEPHONE POLE AND 47 FEET SOUTHWEST OF
 GC2449'THE CENTER OF U.S. HIGHWAY 41.  THE MARK IS 12 INCHES UNDERGROUND
 GC2449'AND THE DISK IS STAMPED MC MURRY 1930 1953.
 GC2449'
 GC2449'REFERENCE MARK NO. 4 IS 53 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 GC2449'THE L AND N RAILROAD TRACKS, 30 FEET NORTHEAST OF THE CENTER OF THE
 GC2449'HIGHWAY AND 24 FEET NORTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS
 GC2449'ABOUT 4 INCHES AND THE DISK IS STAMPED MC MURRY NO 4 1930 1953.
 GC2449'
 GC2449'THE OLD DESCRIPTION IS ADEQUATE.
 GC2449'
 GC2449'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1197 ***********************************************************************
 FZ1197  DESIGNATION -  MCQUEEN
 FZ1197  PID         -  FZ1197
 FZ1197  STATE/COUNTY-  TN/JOHNSON
 FZ1197  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1197
 FZ1197                         *CURRENT SURVEY CONTROL
 FZ1197  ___________________________________________________________________
 FZ1197* NAD 83(1995)-  36 34 19.34065(N)    081 55 17.03579(W)     ADJUSTED  
 FZ1197* NAVD 88     -      1184.15   (+/-2cm)    3885.0    (feet)  VERTCON   
 FZ1197  ___________________________________________________________________
 FZ1197  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 FZ1197  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1197
 FZ1197  HORZ ORDER  -  SECOND
 FZ1197  VERT ORDER  -  ? (See Below)
 FZ1197
 FZ1197.The horizontal coordinates were established by classical geodetic methods
 FZ1197.and adjusted by the National Geodetic Survey in April 1999..
 FZ1197
 FZ1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1197.The vertical order pertains to the NGVD 29 superseded value.
 FZ1197
 FZ1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1197
 FZ1197.The geoid height was determined by GEOID03.
 FZ1197
 FZ1197;                    North         East     Units Scale Factor Converg.
 FZ1197;SPC TN       -   255,996.474   964,973.331   MT  1.00003125   +2 23 16.0
 FZ1197;SPC TN       -   839,881.77  3,165,916.67   sFT  1.00003125   +2 23 16.0
 FZ1197;SPC VA S     - 1,032,039.572 3,193,811.780   MT  1.00004102   -2 04 35.5
 FZ1197;SPC VA S     - 3,385,949.83 10,478,364.15   sFT  1.00004102   -2 04 35.5
 FZ1197;UTM  17      - 4,047,793.973   417,559.347   MT  0.99968373   -0 32 56.5
 FZ1197
 FZ1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1197!SPC TN       -   0.99981905  x   1.00003125  =   0.99985030
 FZ1197!SPC VA S     -   0.99981905  x   1.00004102  =   0.99986007
 FZ1197!UTM  17      -   0.99981905  x   0.99968373  =   0.99950284
 FZ1197
 FZ1197:                Primary Azimuth Mark                     Grid Az
 FZ1197:SPC TN       -  MCQUEEN AZ MK                            073 36 26.5
 FZ1197:SPC VA S     -  MCQUEEN AZ MK                            078 04 18.0
 FZ1197:UTM  17      -  MCQUEEN AZ MK                            076 32 39.0
 FZ1197
 FZ1197|---------------------------------------------------------------------|
 FZ1197| PID    Reference Object                     Distance      Geod. Az  |
 FZ1197|                                                           dddmmss.s |
 FZ1197| FZ1196 MCQUEEN AZ MK                                      0755942.5 |
 FZ1197| DC4650 MCQUEEN RM 1                         32.379 METERS 21205     |
 FZ1197| FZ2170 MC QUEEN LOOKOUT TOWER                8.244 METERS 22413     |
 FZ1197| DC4651 MCQUEEN RM 2                         11.640 METERS 23833     |
 FZ1197| DC4649 MCQUEEN AZ MK RESET                                3441545.5 |
 FZ1197|---------------------------------------------------------------------|
 FZ1197
 FZ1197                          SUPERSEDED SURVEY CONTROL
 FZ1197
 FZ1197  NAD 83(1995)-  36 34 19.34065(N)    081 55 17.03487(W) AD(       ) 2
 FZ1197  NAD 83(1995)-  36 34 19.35180(N)    081 55 17.03605(W) AD(       ) 2
 FZ1197  NAD 83(1986)-  36 34 19.35293(N)    081 55 17.03603(W) AD(       ) 2
 FZ1197  NAD 27      -  36 34 18.93751(N)    081 55 17.59942(W) AD(       ) 2
 FZ1197  NGVD 29 (??/??/92) 1184.246  (m)         3885.31   (f) ADJ UNCH    ?  
 FZ1197
 FZ1197.Superseded values are not recommended for survey control.
 FZ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1197.See file dsdata.txt to determine how the superseded data were derived.
 FZ1197
 FZ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1755947794(NAD 83)
 FZ1197_MARKER: DB = BENCH MARK DISK
 FZ1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1197_STAMPING: MC QUEEN
 FZ1197_MARK LOGO: CGS   
 FZ1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1197+STABILITY: SURFACE MOTION
 FZ1197
 FZ1197  HISTORY     - Date     Condition        Report By
 FZ1197  HISTORY     - 1934     MONUMENTED       CGS
 FZ1197  HISTORY     - 1937     GOOD             TVA
 FZ1197  HISTORY     - 1958     GOOD             CGS
 FZ1197  HISTORY     - 1963     GOOD             CGS
 FZ1197
 FZ1197                          STATION DESCRIPTION
 FZ1197
 FZ1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ1197'STATION IS ON TOP OF HIGH WOODED ROCK RIDGE ON HOLSTON MOUNTAIN RANGE
 FZ1197'IN UNAKA NATIONAL
 FZ1197'FOREST, ABOUT 9-1/2 MILES SSE OF ABINGDON, VA., 2
 FZ1197'1/4 MILES NW OF CRANDULL, NEAR FOOT
 FZ1197'OF 40-FOOT STEEL FIRE TOWER, 20.7
 FZ1197'FEET FROM E LEG OF TOWER 20.4 FEET FROM N LEG, 4.7
 FZ1197'FEET FROM SHORT
 FZ1197'TELEPHONE POLE, AND 56.3 FEET (SLOPE) AND 20 FEET ABOVE 16-INCH
 FZ1197'HARDWOOD TREE.
 FZ1197'
 FZ1197'TO REACH FROM MOUNTAIN CITY COURTHOUSE, GO NW 10.7 MILES ON U.  S.
 FZ1197'HIGHWAY 421 TO
 FZ1197'CROSSROADS WITH WHITE BARN AND SILO ON LEFT, TURN
 FZ1197'RIGHT ONTO STONE ROAD AND GO 3.35
 FZ1197'MILES OR 0.15 MILE BEYOND SECOND OF
 FZ1197'TWO BRIDGES TO GREEN HOUSE ACROSS CREEK ON LEFT,
 FZ1197'TURN LEFT ACROSS
 FZ1197'BRIDGE, TURN SHARP RIGHT AND GO 0.2 MILE, TURN LEFT AND FOLLOW
 FZ1197'TELEPHONE LINE
 FZ1197'UP STEEP GRADE 2.55 MILES TO TOP OF RIDGE AND
 FZ1197'APPALACHIAN TRAIL, TURN SHARP
 FZ1197'LEFT UP STEEP GRADE AND CONTINUE 0.35
 FZ1197'MILE TO STATION SITE.
 FZ1197'
 FZ1197'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FZ1197'CONCRETE.
 FZ1197'
 FZ1197'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN CONCRETE, 67.2
 FZ1197'FEET FROM S LEG OF TOWER, 3.6 FEET FROM 12-INCH WHITE OAK
 FZ1197'USED AS TELEPHONE POLE, 26.3 FEET
 FZ1197'FROM 14-INCH WHITE OAK AND 105.61
 FZ1197'FEET FROM STATION.
 FZ1197'
 FZ1197'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE FOOTING
 FZ1197'OF W LEG OF TOWER,
 FZ1197'34.8 FEET FROM SHORT TELEPHONE POLE, AND 38.16
 FZ1197'FEET FROM STATION.
 FZ1197'
 FZ1197'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE, 7.0
 FZ1197'FEET FROM CENTER
 FZ1197'LINE OF APPALACHIAN TRAIL, 10.8 FEET FROM 6-INCH
 FZ1197'WHITE OAK, 31.3 FEET FROM N CORNER
 FZ1197'OF CABIN FIREPLACE, AND 300 FEET
 FZ1197'FROM STATION N 76 DEG E.
 FZ1197'BEARING FROM STATION
 FZ1197'TO BETHEL HIGH SCHOOL, APEX OF BELL TOWER OF FRAME BUILDING, IS
 FZ1197'N 18 DEG 35 MIN E.
 FZ1197
 FZ1197                          STATION RECOVERY (1937)
 FZ1197
 FZ1197'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1197'3 MI NW FROM CRANDULL.
 FZ1197'3 MILES NORTHWEST ALONG THE OFFSET SCHOOL ROAD FROM CRANDULL,
 FZ1197'JOHNSON COUNTY, 0.4 MILE SOUTHWEST ALONG THE APPALACHIAN TRAIL,
 FZ1197'ON THE JOHNSON-SULLIVAN COUNTY LINE, ON THE TOP OF A HIGH WOODED
 FZ1197'ROCK RIDGE ON HOLSTON MOUNTAIN, AT THE FOOT OF A 40-FOOT STEEL
 FZ1197'FIRE TOWER, 20.7 FEET FROM THE EAST LEG, 20.4 FEET FROM THE NORTH
 FZ1197'LEG, 56.3 FEET (GRADE SLOPE DISTANCE) FROM A 16-INCH HARDWOOD TREE,
 FZ1197'AND 4.7 FEET FROM A SHORT POLE.  A STANDARD TRIANGULATION-STATION
 FZ1197'DISK, STAMPED MC QUEEN AND SET IN THE TOP OF A CONCRETE POST.
 FZ1197
 FZ1197                          STATION RECOVERY (1958)
 FZ1197
 FZ1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ1197'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 FZ1197'CONDITION.  DUE TO A LARGE
 FZ1197'AMOUNT OF CLEARING THE DIRECTION TO THE AZIMUTH MARK
 FZ1197'WAS NOT TAKEN.  THE 1934
 FZ1197'DESCRIPTION IS ADEQUATE EXCEPT FOR REACHING
 FZ1197'STATION THEREFORE NEW DIRECTIONS TO REACH
 FZ1197'FOLLOW-
 FZ1197'
 FZ1197'TO REACH STATION FROM THE COURTHOUSE IN ABINGDON GO WESTERLY ON U. S.
 FZ1197'HIGHWAY 11 FOR 0.1 MILE TO
 FZ1197'THE INTERSECTION OF STATE HIGHWAY 75.  TURN LEFT,
 FZ1197'ON STATE HIGHWAY 75, AND GO SOUTHERLY
 FZ1197'7.2 MILES TO THE JUNCTION OF
 FZ1197'COUNTY ROUTE 670.  CONTINUE, STRAIGHT AHEAD, ON COUNTY
 FZ1197'ROUTE 670 FOR 0.8
 FZ1197'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 2.0 MILES TO A FORK.
 FZ1197'TAKE THE LEFT FORK AND
 FZ1197'GO 1.1 MILES TO A FORK.  TAKE THE LEFT FORK
 FZ1197'AND GO 0.5 MILE TO THE END OF PAVED ROAD
 FZ1197'AND SIGN TENNESSEE.
 FZ1197'CONTINUE STRAIGHT AHEAD, ON GRAVELED ROAD, 0.6 MILE TO A
 FZ1197'FORK.  TAKE THE
 FZ1197'RIGHT FORK AND GO 0.35 MILE TO A T ROAD.  TURN LEFT AND GO ABOUT
 FZ1197'50 FEET TO A SIDE ROAD
 FZ1197'ON THE RIGHT AT SIGN MCQUEEN KNOB TOWER.  TURN RIGHT AND GO
 FZ1197'3.15 MILES TO A SIGN MCQUEEN TOWER US FOREST SERVICE AT TOP
 FZ1197'OF RIDGE.  TURN RIGHT AND GO 0.3 MILE RIGHT AT SIGN MCQUEEN KNOB
 FZ1197'TOWER.  TURN RIGHT AND GO 3.15 MILES A SIGN TO THE AZIMUTH
 FZ1197'MARK ON THE
 FZ1197'LEFT.  CONTINUE 0.05 MILE TO THE LOOKOUT TOWER AND STATION.
 FZ1197
 FZ1197                          STATION RECOVERY (1963)
 FZ1197
 FZ1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FZ1197'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS
 FZ1197'DESCRIBED.  THE AZIMUTH MARK
 FZ1197'WAS FOUND OUT OF THE GROUND AND THE DISK WAS
 FZ1197'RECOVERED.  THIS PARTY ESTABLISHED
 FZ1197'A NEW AZIMUTH MARK.
 FZ1197'
 FZ1197'THE AZIMUTH MARK IS 28 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 FZ1197'DRIVEWAY, 16 FEET SOUTHWEST
 FZ1197'OF THE APPROXIMATE CENTER OF COUNTY ROAD 674, 2.9
 FZ1197'FEET SOUTHEAST OF A METAL WITNESS
 FZ1197'SIGN AND 2.2 FEET EAST OF TELEPHONE
 FZ1197'POLE NO.  98.  IT IS A STANDARD DISK SET IN A SQUARE
 FZ1197'FLUSH CONCRETE
 FZ1197'MONUMENT AND IS STAMPED MCQUEEN 1934 RESET 1963.
 FZ1197'
 FZ1197'TO REACH THE STATION FROM THE POST OFFICE IN ABINGDON, GO EASTERLY ON
 FZ1197'U. S.  HIGHWAY 11 AND 58
 FZ1197'FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY 75,
 FZ1197'TURN RIGHT ON STATE HIGHWAY 75 AND
 FZ1197'GO 0.9 MILE TO INTERSTATE HIGHWAY
 FZ1197'81, CONTINUE ON STATE HIGHWAY 75 FOR 6.0 MILES TO THE
 FZ1197'JUNCTION OF
 FZ1197'COUNTY ROAD 670, STATE HIGHWAY 75 TURNS TO THE RIGHT OVER A BRIDGE,
 FZ1197'KEEP STRAIGHT AHEAD
 FZ1197'ON COUNTY ROAD 670 AND GO 2.8 MILES TO THE
 FZ1197'JUNCTION OF COUNTY ROAD 674, KEEP
 FZ1197'LEFT ON COUNTY ROAD 674 AND GO 1.1
 FZ1197'MILES TO THE AZIMUTH MARK ON THE RIGHT NEAR A WHITE
 FZ1197'FRAME HOUSE,
 FZ1197'CONTINUE FOR 0.05 MILE TO THE JUNCTION OF COUNTY ROAD 759, KEEP LEFT
 FZ1197'ON COUNTY ROAD 674
 FZ1197'FOR 0.9 MILE TO A FORK AT THE OFFSET CASH GROCERY,
 FZ1197'KEEP RIGHT ON A HARD SURFACE ROAD FOR
 FZ1197'0.35 MILE TO A T-ROAD, TURN
 FZ1197'LEFT AND GO ABOUT 25 YARDS TO A SIGN, MCQUEEN KNOB TOWER
 FZ1197'4, AT FORK, KEEP
 FZ1197'RIGHT AS PER SIGN ON THE FOREST SERVICE ROAD (NO.  69) FOR 3.6
 FZ1197'MILES TO AN ANGLING
 FZ1197'CROSSROAD, KEEP RIGHT UP HILL FOR 0.4 MILE TO THE
 FZ1197'LOOKOUT TOWER AND THE STATION.
 FZ1197'
 FZ1197'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2370 ***********************************************************************
 FE2370  DESIGNATION -  MEADOW
 FE2370  PID         -  FE2370
 FE2370  STATE/COUNTY-  TN/MADISON
 FE2370  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2370
 FE2370                         *CURRENT SURVEY CONTROL
 FE2370  ___________________________________________________________________
 FE2370* NAD 83(1995)-  35 36 39.65036(N)    088 50 06.23590(W)     ADJUSTED  
 FE2370* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 FE2370  ___________________________________________________________________
 FE2370  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FE2370  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2370
 FE2370  HORZ ORDER  -  FIRST
 FE2370
 FE2370.The horizontal coordinates were established by classical geodetic methods
 FE2370.and adjusted by the National Geodetic Survey in April 1999..
 FE2370
 FE2370.The orthometric height was scaled from a topographic map.
 FE2370
 FE2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2370
 FE2370.The geoid height was determined by GEOID03.
 FE2370
 FE2370;                    North         East     Units Scale Factor Converg.
 FE2370;SPC TN       -   145,477.591   343,177.869   MT  0.99995594   -1 39 35.1
 FE2370;SPC TN       -   477,287.73  1,125,909.39   sFT  0.99995594   -1 39 35.1
 FE2370;UTM  16      - 3,942,355.750   333,792.293   MT  0.99994043   -1 04 07.6
 FE2370
 FE2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2370!SPC TN       -   0.99998795  x   0.99995594  =   0.99994390
 FE2370!UTM  16      -   0.99998795  x   0.99994043  =   0.99992839
 FE2370
 FE2370:                Primary Azimuth Mark                     Grid Az
 FE2370:SPC TN       -  JACKSON RAD STA WTJS FM MAST             004 33 35.5
 FE2370:UTM  16      -  JACKSON RAD STA WTJS FM MAST             003 58 08.0
 FE2370
 FE2370|---------------------------------------------------------------------|
 FE2370| PID    Reference Object                     Distance      Geod. Az  |
 FE2370|                                                           dddmmss.s |
 FE2370| FE2339 JACKSON RAD STA WTJS FM MAST        APPROX. 3.9 KM 0025400.4 |
 FE2370| CG4549 MEADOW RM 1                          26.346 METERS 04733     |
 FE2370| CG4548 MEADOW AZ MK                                       0903954.1 |
 FE2370| FE2358 JACKSON MORGAN LUMBER TANK          396.790 METERS 11609     |
 FE2370| CG4550 MEADOW RM 2                          35.421 METERS 12716     |
 FE2370| FE2360 JACKSON RAD STA WPLI MAST           APPROX. 1.1 KM 1563515.2 |
 FE2370| FE2351 JACKSON AMERICAN CREOSOTE STK        81.814 METERS 23305     |
 FE2370| FE2359 JACKSON PUBLIC COMPRESS TANK        APPROX. 0.7 KM 3590909.5 |
 FE2370|---------------------------------------------------------------------|
 FE2370
 FE2370                          SUPERSEDED SURVEY CONTROL
 FE2370
 FE2370  NAD 83(1995)-  35 36 39.65532(N)    088 50 06.24078(W) AD(       ) 1
 FE2370  NAD 83(1986)-  35 36 39.66190(N)    088 50 06.23676(W) AD(       ) 1
 FE2370  NAD 27      -  35 36 39.40600(N)    088 50 06.03000(W) AD(       ) 1
 FE2370
 FE2370.Superseded values are not recommended for survey control.
 FE2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2370.See file dsdata.txt to determine how the superseded data were derived.
 FE2370
 FE2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3379242356(NAD 83)
 FE2370_MARKER: DS = TRIANGULATION STATION DISK
 FE2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2370_STAMPING: MEADOW 1951
 FE2370_MARK LOGO: CGS   
 FE2370_PROJECTION: FLUSH
 FE2370_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2370+STABILITY: SURFACE MOTION
 FE2370
 FE2370  HISTORY     - Date     Condition        Report By
 FE2370  HISTORY     - 1951     MONUMENTED       CGS
 FE2370  HISTORY     - 19850114 GOOD             NGS
 FE2370
 FE2370                          STATION DESCRIPTION
 FE2370
 FE2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2370'STATION IS LOCATED ON THE SOUTH SIDE OF MEADOW AVE., 100 FEET EAST OF
 FE2370'STATE STREET IN THE CITY OF JACKSON AND ON PROPERTY OWNED BY
 FE2370'THE AMERICAN CREOSOTE WORKS. IT IS 118 FEET WEST OF THE NORTHWEST
 FE2370'CORNER OF THE OFFICE BUILDING, IN AN EAST-WEST BOARD FENCELINE AND
 FE2370'27 FEET SOUTH OF THE CENTER OF MEADOW AVE. THE MARK IS FLUSH WITH THE
 FE2370'GROUND AND THE DISK IS STAMPED MEADOW 1951.
 FE2370'
 FE2370'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF MEADOW AVE.,
 FE2370'17 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 12
 FE2370'FEET NORTH OF A FIRE HYDRANT. THE MARK IS FLUSH WITH THE GROUND AND
 FE2370'THE DISK IS STAMPED MEADOW NO 1 1951.
 FE2370'
 FE2370'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE SOUTHWEST CORNER OF THE
 FE2370'PORCH OF THE OFFICE BUILDING, 11 FEET SOUTH OF THE FLAG POLE AND 27
 FE2370'FEET SOUTH OF SOUTH EDGE OF SIDEWALK LEADING TO THE BUILDING. THE
 FE2370'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MEADOW NO 2
 FE2370'1951.
 FE2370'
 FE2370'AZIMUTH MARK IS 14 FEET NORTH OF A FENCE CORNER, 12 FEET SOUTH OF THE
 FE2370'CENTER OF MEADOW AVE. AND 2 FEET WEST OF A POWER POLE. THE MARK IS
 FE2370'FLUSH WITH THE GROUND AND THE DISK IS STAMPED MEADOW 1951.
 FE2370'
 FE2370'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2370
 FE2370                          STATION RECOVERY (1985)
 FE2370
 FE2370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FE2370'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 FE2370'CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK HAVE BEEN DESTROYED
 FE2370'BY ROAD WORK, THE DISTANCE AND DIRECTION TO RM 2 CHECKED WITH PREVIOUS
 FE2370'DATA.  RM 3 AND AZ MK 2 WERE ESTABLISHED AT THIS TIME.  A NEW
 FE2370'DESCRIPTION FOLLOWS.
 FE2370' 
 FE2370'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF JACKSON IN
 FE2370'AN EAST-WEST FENCE LINE MARKING THE NORTH EDGE OF PROPERTY OF THE NOW
 FE2370'ABANDONED AMERICAN CREOSOTE WORKS. TO REACH THE STATION FROM THE
 FE2370'JUNCTION OF U S HIGHWAY 45 BYPASS AND STATE STREET GO SOUTH 0.2 KM
 FE2370'(0.10 MI) ON STATE STREET TO MEADOW STREET ON THE LEFT AND THE
 FE2370'STATION.
 FE2370' 
 FE2370'THE STATION IS A STANDARD CGS DISK STAMPED---MEADOW 1951---, SET INTO
 FE2370'THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 FE2370'FLUSH WITH GROUND.  THE STATION IS LOCATED 33.2 METERS (108.9 FT) EAST
 FE2370'FROM THE PROJECTED CENTERLINE OF STATE STREET, 26.2 METERS (86.0 FT)
 FE2370'SOUTHWEST FROM A FIRE HYDRANT, 21.0 METERS (68.9 FT) SOUTHEAST FROM A
 FE2370'POWER POLE WITH TRANSFORMER, 11.9 METERS (39.0 FT) SOUTH FROM THE
 FE2370'CENTERLINE OF MEADOW STREET, 0.5 METERS (1.6 FT) EAST FROM A
 FE2370'FIBERGLASS
 FE2370'WITNESS POST.
 FE2370' 
 FE2370'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--MEADOW NO 2
 FE2370'1951--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES
 FE2370'(25 CM) IN DIAMETER, RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  THE
 FE2370'STATION IS LOCATED 32.0 METERS (105.0 FT) SOUTH FROM THE CENTERLINE OF
 FE2370'MEADOW STREET 7.3 METERS (24.0 FT) WEST NORTHWEST FROM THE SOUTHWEST
 FE2370'CORNER OF A PORCH, 3.0 METERS (9.8 FT) SOUTH FROM A FLAG POLE, 0.6
 FE2370'METER (2.0 FT) NORTHEAST FROM THE INSIDE CORNER OF A SIDEWALK AND
 FE2370'0.2 METER (0.7 FT) LOWER THAN THE STATION
 FE2370' 
 FE2370'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--MEADOW 1951 NO 3
 FE2370'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 11 INCHES
 FE2370'(28 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND. THE
 FE2370'STATION IS LOCATED 25.9 METERS (85.0 FT) SOUTHEAST FROM A POWER POLE
 FE2370'WITH A TRANSFORMER 20. 0 METERS (65.6 FT) SOUTH SOUTHWEST FROM A FIRE
 FE2370'HYDRANT 10.8 METERS (35.4 FT) SOUTH FROM THE CENTERLINE OF MEADOW
 FE2370'STREET AND 0.2 METERS (0.7 FT) HIGHER THAN THE STATION.
 FE2370' 
 FE2370'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---MEADOW 1951 NO 2
 FE2370'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 11 INCHES
 FE2370'(28 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.
 FE2370'THE STATION IS LOCATED 12.8 METERS (42.0 FT) EAST FROM POWER POLE
 FE2370'NUMBER J 191, 5.8 METERS (19.0 FT) NORTH FROM THE CENTERLINE OF MEADOW
 FE2370'STREET, 1.1 METERS (3.6 FT) WEST FROM A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1843 ***********************************************************************
 FC1843  DESIGNATION -  MEADOW
 FC1843  PID         -  FC1843
 FC1843  STATE/COUNTY-  TN/HAMILTON
 FC1843  USGS QUAD   -  SNOW HILL (1980)
 FC1843
 FC1843                         *CURRENT SURVEY CONTROL
 FC1843  ___________________________________________________________________
 FC1843* NAD 83(1995)-  35 14 15.49894(N)    085 00 49.43494(W)     ADJUSTED  
 FC1843* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 FC1843  ___________________________________________________________________
 FC1843  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FC1843  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC1843
 FC1843  HORZ ORDER  -  THIRD
 FC1843
 FC1843.The horizontal coordinates were established by classical geodetic methods
 FC1843.and adjusted by the National Geodetic Survey in April 1999..
 FC1843
 FC1843.The orthometric height was scaled from a topographic map.
 FC1843
 FC1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1843
 FC1843.The geoid height was determined by GEOID03.
 FC1843
 FC1843;                    North         East     Units Scale Factor Converg.
 FC1843;SPC TN       -   100,785.451   689,772.212   MT  1.00000220   +0 34 38.6
 FC1843;SPC TN       -   330,660.27  2,263,027.67   sFT  1.00000220   +0 34 38.6
 FC1843;UTM  16      - 3,901,204.751   680,736.879   MT  1.00000258   +1 08 46.8
 FC1843
 FC1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1843!SPC TN       -   0.99996800  x   1.00000220  =   0.99997020
 FC1843!UTM  16      -   0.99996800  x   1.00000258  =   0.99997058
 FC1843
 FC1843|---------------------------------------------------------------------|
 FC1843| PID    Reference Object                     Distance      Geod. Az  |
 FC1843|                                                           dddmmss.s |
 FC1843| CG6926 MEADOW RM 1                          39.770 METERS 02854     |
 FC1843| CG6927 MEADOW RM 2                          32.751 METERS 17350     |
 FC1843| CG6925 MEADOW AZ MK                                       2103031.6 |
 FC1843|---------------------------------------------------------------------|
 FC1843
 FC1843                          SUPERSEDED SURVEY CONTROL
 FC1843
 FC1843  NAD 83(1995)-  35 14 15.50044(N)    085 00 49.43606(W) AD(       ) 3
 FC1843  NAD 83(1995)-  35 14 15.50042(N)    085 00 49.43735(W) AD(       ) 3
 FC1843  NAD 83(1995)-  35 14 15.50097(N)    085 00 49.43584(W) AD(       ) 3
 FC1843  NAD 83(1986)-  35 14 15.50246(N)    085 00 49.43453(W) AD(       ) 3
 FC1843  NAD 27      -  35 14 15.24200(N)    085 00 49.61000(W) AD(       ) 3
 FC1843
 FC1843.Superseded values are not recommended for survey control.
 FC1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1843.See file dsdata.txt to determine how the superseded data were derived.
 FC1843
 FC1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE8073701205(NAD 83)
 FC1843_MARKER: DS = TRIANGULATION STATION DISK
 FC1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1843
 FC1843  HISTORY     - Date     Condition        Report By
 FC1843  HISTORY     - 1934     MONUMENTED       CGS
 FC1843  HISTORY     - 1949     GOOD             TVA
 FC1843  HISTORY     - 1972     MARK NOT FOUND   NGS
 FC1843  HISTORY     - 1975     MARK NOT FOUND   NGS
 FC1843  HISTORY     - 1979     MARK NOT FOUND   TVA
 FC1843  HISTORY     - 1979     MARK NOT FOUND   TVA
 FC1843
 FC1843                          STATION DESCRIPTION
 FC1843
 FC1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1843'ABOUT 9.5 MILES BY ROAD NORTH OF HARRISON, 5-1/4 MILES SOUTHWEST OF
 FC1843'GEORGETOWN, IN MEADOW VIEW SETTLEMENT, ABOUT 100 YARDS NORTH OF
 FC1843'SIDE ROAD LEADING TO SNOW HILL, 32 FEET WEST OF CENTER LINE OF STATE
 FC1843'ROUTE 58, AND 9 FEET EAST OF RIGHT-OF-WAY FENCE. SURFACE AND
 FC1843'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FC1843'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 FC1843'CONCRETE. NO. 1 IS ON RIGHT-OF-WAY OF AND 12 YARDS WEST OF
 FC1843'CENTER LINE OF HIGHWAY AND 130.48 FEET FROM STATION
 FC1843'N 28 DEG 54 MIN E. NO. 2 IS ON RIGHT-OF-WAY OF AND 9 YARDS EAST OF
 FC1843'CENTER LINE OF HIGHWAY AND 107.45 FEET FROM STATION S 06 DEG 29
 FC1843'MIN E.  DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS
 FC1843'226.98 FEET. AZIMUTH MARK IS 36 FEET EAST OF CENTER LINE OF ROUTE 58,
 FC1843'2 FEET WEST OF FENCE LINE, AND 0.45 MILE BY ROAD FROM STATION
 FC1843'S 30 DEG 30 MIN W.
 FC1843
 FC1843                          STATION RECOVERY (1949)
 FC1843
 FC1843'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (NJF)
 FC1843'STATION WAS RECOVERED IN GOOD CONDITION. STATION DISK IS STAMPED
 FC1843'MEADOW 1934.
 FC1843'
 FC1843'A POST IS SET ON THE W SIDE OF THE MONUMENT.
 FC1843
 FC1843                          STATION RECOVERY (1972)
 FC1843
 FC1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JP)
 FC1843'SEARCHED FOR BUT NOT FOUND - APPARENTLY DESTROYED BY GRADING FOR
 FC1843'ROAD WIDENING.  NO REF. MARKS WERE FOUND.
 FC1843
 FC1843                          STATION RECOVERY (1975)
 FC1843
 FC1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FC1843'A SEARCH WAS MADE FOR THE STATION AND ALL MARKS, BUT NOTHING WAS
 FC1843'FOUND.  THE ROAD HAS BEEN WIDENED AND THE BANKS SLOPED AND THE
 FC1843'STATION IS ASSUMED TO HAVE BEEN DESTROYED BY THE WORK.
 FC1843'
 FC1843'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FC1843'ABOUT 5-1/4 MILES SOUTHWEST OF GEORGETOWN.
 FC1843
 FC1843                          STATION RECOVERY (1979)
 FC1843
 FC1843'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979 (LM)
 FC1843'BELIEVE DESTROYED BY GRADING OF HIGHWAY RIGHT OF WAY.
 FC1843'
 FC1843'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.5 MI N OF HARRISON.
 FC1843
 FC1843                          STATION RECOVERY (1979)
 FC1843
 FC1843'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979 (JSL)
 FC1843'BELIEVE DESTROYED BY GRADING OF HWY. R.O.W.
 FC1843'
 FC1843'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.5 MI. N. OF
 FC1843'HARRISON.
 FC1843'
 FC1843'CONDITION OF POINT WHEN FOUND.  NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2392 ***********************************************************************
 FE2392  DESIGNATION -  MEDINA
 FE2392  PID         -  FE2392
 FE2392  STATE/COUNTY-  TN/GIBSON
 FE2392  USGS QUAD   -  MEDINA (1981)
 FE2392
 FE2392                         *CURRENT SURVEY CONTROL
 FE2392  ___________________________________________________________________
 FE2392* NAD 83(1995)-  35 47 52.04949(N)    088 46 24.98228(W)     ADJUSTED  
 FE2392* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 FE2392  ___________________________________________________________________
 FE2392  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 FE2392  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2392
 FE2392  HORZ ORDER  -  SECOND
 FE2392
 FE2392.The horizontal coordinates were established by classical geodetic methods
 FE2392.and adjusted by the National Geodetic Survey in April 1999..
 FE2392
 FE2392.The orthometric height was scaled from a topographic map.
 FE2392
 FE2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2392
 FE2392.The geoid height was determined by GEOID03.
 FE2392
 FE2392;                    North         East     Units Scale Factor Converg.
 FE2392;SPC TN       -   166,032.358   349,331.030   MT  0.99994860   -1 37 25.6
 FE2392;SPC TN       -   544,724.49  1,146,096.89   sFT  0.99994860   -1 37 25.6
 FE2392;UTM  16      - 3,962,972.161   339,733.861   MT  0.99991651   -1 02 15.5
 FE2392
 FE2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2392!SPC TN       -   0.99997838  x   0.99994860  =   0.99992698
 FE2392!UTM  16      -   0.99997838  x   0.99991651  =   0.99989489
 FE2392
 FE2392:                Primary Azimuth Mark                     Grid Az
 FE2392:SPC TN       -  MILAN COMPRESS TANK                      008 30 21.3
 FE2392:UTM  16      -  MILAN COMPRESS TANK                      007 55 11.2
 FE2392
 FE2392|---------------------------------------------------------------------|
 FE2392| PID    Reference Object                     Distance      Geod. Az  |
 FE2392|                                                           dddmmss.s |
 FE2392| FE2383 MILAN COMPRESS TANK                 APPROX.14.0 KM 0065255.7 |
 FE2392| FE2309 MILAN ORDNANCE DEPOT C TANK         APPROX.15.0 KM 0260912.9 |
 FE2392| FE2307 MILAN ORDNANCE DEPOT A TANK         APPROX.12.9 KM 0263719.2 |
 FE2392| FE2301 MILAN ORDNANCE DEPOT HQ TANK        APPROX.11.1 KM 0591926.5 |
 FE2392| CG4555 MEDINA RM 1                          27.853 METERS 10831     |
 FE2392| CG4554 MEDINA AZ MK                                       1891609.6 |
 FE2392| CG4556 MEDINA RM 2                          26.636 METERS 22223     |
 FE2392| FE2391 MEDINA MUNICIPAL TANK               APPROX. 0.6 KM 3364917.0 |
 FE2392|---------------------------------------------------------------------|
 FE2392
 FE2392                          SUPERSEDED SURVEY CONTROL
 FE2392
 FE2392  NAD 83(1995)-  35 47 52.05340(N)    088 46 24.98711(W) AD(       ) 2
 FE2392  NAD 83(1986)-  35 47 52.06082(N)    088 46 24.98276(W) AD(       ) 2
 FE2392  NAD 27      -  35 47 51.81720(N)    088 46 24.76940(W) AD(       ) 2
 FE2392
 FE2392.Superseded values are not recommended for survey control.
 FE2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2392.See file dsdata.txt to determine how the superseded data were derived.
 FE2392
 FE2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3973462972(NAD 83)
 FE2392_MARKER: DS = TRIANGULATION STATION DISK
 FE2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2392
 FE2392  HISTORY     - Date     Condition        Report By
 FE2392  HISTORY     - 1958     MONUMENTED       CGS
 FE2392
 FE2392                          STATION DESCRIPTION
 FE2392
 FE2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2392'THE STATION IS ABOUT 0.4 MILE SOUTHEAST OF THE CENTER OF MEDINA.  IT
 FE2392'IS 25 FEET EAST THE CENTERLINE OF A FARM ROAD, 18 FEET SOUTHEAST OF
 FE2392'A WHITE WITNESS POST, 47 FEET SOUTH OF A 3 FOOT TREE, 22 FEET
 FE2392'NORTHEAST OF A TRIANGULAR BLAZED TREE AND 106 FEET WEST OF THE
 FE2392'CENTER OF A GATE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2392'MEDINA 1958.
 FE2392'
 FE2392'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MEDINA, GO SOUTHERLY
 FE2392'ON U.S. HIGHWAY 45E FOR 0.1 MILE TO CHURCH AVENUE.  TURN LEFT, EAST,
 FE2392'ON CHURCH AVENUE FOR 0.15 MILE.  TURN RIGHT, SOUTH, ON A SIDE STREET
 FE2392'FOR 0.25 MILE TO THE STATION ON THE LEFT.  CONTINUE AHEAD, SOUTH,
 FE2392'ON THE FARM ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2392'
 FE2392'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 34 FEET NORTH OF THE
 FE2392'CENTER OF A GATE AND 53 FEET SOUTHWEST OF A 3 FOOT TREE.  THE
 FE2392'MONUMENT IS FLUSH AND THE DISK IS STAMPED MEDINA NO 1 1958.
 FE2392'
 FE2392'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE, 28 FEET SOUTH OF A FENCE
 FE2392'CORNER AND 12 FEET WEST OF THE CENTERLINE OF A FARM ROAD.  THE
 FE2392'MONUMENT IS FLUSH AND THE DISK IS STAMPED MEDINA NO 2 1958.
 FE2392'
 FE2392'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WHITE WITNESS POST, 1 FOOT EAST
 FE2392'OF A FENCE, 24 FEET WEST OF THE CENTERLINE OF A FARM ROAD AND 17
 FE2392'FEET SOUTHEAST OF AN 8 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE
 FE2392'DISK IS STAMPED MEDINA 1958.
 FE2392'
 FE2392'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2391 ***********************************************************************
 FE2391  DESIGNATION -  MEDINA MUNICIPAL TANK
 FE2391  PID         -  FE2391
 FE2391  STATE/COUNTY-  TN/GIBSON
 FE2391  USGS QUAD   -  MEDINA (1981)
 FE2391
 FE2391                         *CURRENT SURVEY CONTROL
 FE2391  ___________________________________________________________________
 FE2391* NAD 83(1995)-  35 48 10.32304(N)    088 46 34.58667(W)     ADJUSTED  
 FE2391* NAVD 88     -                                                        
 FE2391  ___________________________________________________________________
 FE2391  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FE2391  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2391
 FE2391  HORZ ORDER  -  THIRD
 FE2391
 FE2391.The horizontal coordinates were established by classical geodetic methods
 FE2391.and adjusted by the National Geodetic Survey in April 1999..
 FE2391
 FE2391
 FE2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2391
 FE2391.The geoid height was determined by GEOID03.
 FE2391
 FE2391;                    North         East     Units Scale Factor Converg.
 FE2391;SPC TN       -   166,602.146   349,105.954   MT  0.99994855   -1 37 31.2
 FE2391;SPC TN       -   546,593.87  1,145,358.45   sFT  0.99994855   -1 37 31.2
 FE2391;UTM  16      - 3,963,539.599   339,502.976   MT  0.99991742   -1 02 21.6
 FE2391
 FE2391                          SUPERSEDED SURVEY CONTROL
 FE2391
 FE2391  NAD 83(1995)-  35 48 10.32693(N)    088 46 34.59143(W) AD(       ) 4
 FE2391  NAD 83(1986)-  35 48 10.33437(N)    088 46 34.58713(W) AD(       ) 4
 FE2391  NAD 27      -  35 48 10.09000(N)    088 46 34.37300(W) AD(       ) 3
 FE2391
 FE2391.Superseded values are not recommended for survey control.
 FE2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2391.See file dsdata.txt to determine how the superseded data were derived.
 FE2391
 FE2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3950363540(NAD 83)
 FE2391_MARKER: 53 = ELEVATED TANK
 FE2391
 FE2391  HISTORY     - Date     Condition        Report By
 FE2391  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2391
 FE2391                          STATION DESCRIPTION
 FE2391
 FE2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2391'THE STATION IS THE CENTER OF THE BALL AT THE TOP OF THE TANK.  THE
 FE2391'TANK IS A 4 LEGGED STEEL STRUCTURE, PAINTED BLACK.  IT HAS AN
 FE2391'OVERALL HEIGHT OF 92 FEET.
 FE2391'
 FE2391'IT IS LOCATED IN THE CENTER OF MEDINA, AT THE REAR OF THE CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2289 ***********************************************************************
 FE2289  DESIGNATION -  MEDON
 FE2289  PID         -  FE2289
 FE2289  STATE/COUNTY-  TN/MADISON
 FE2289  USGS QUAD   -  TEAGUE (1981)
 FE2289
 FE2289                         *CURRENT SURVEY CONTROL
 FE2289  ___________________________________________________________________
 FE2289* NAD 83(1995)-  35 28 07.62103(N)    088 54 05.64135(W)     ADJUSTED  
 FE2289* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 FE2289  ___________________________________________________________________
 FE2289  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FE2289  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE2289
 FE2289  HORZ ORDER  -  THIRD
 FE2289
 FE2289.The horizontal coordinates were established by classical geodetic methods
 FE2289.and adjusted by the National Geodetic Survey in April 1999..
 FE2289
 FE2289.The orthometric height was scaled from a topographic map.
 FE2289
 FE2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2289
 FE2289.The geoid height was determined by GEOID03.
 FE2289
 FE2289;                    North         East     Units Scale Factor Converg.
 FE2289;SPC TN       -   129,881.157   336,687.622   MT  0.99996860   -1 41 55.3
 FE2289;SPC TN       -   426,118.43  1,104,615.97   sFT  0.99996860   -1 41 55.3
 FE2289;UTM  16      - 3,926,693.109   327,463.858   MT  0.99996686   -1 06 13.2
 FE2289
 FE2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2289!SPC TN       -   0.99997412  x   0.99996860  =   0.99994272
 FE2289!UTM  16      -   0.99997412  x   0.99996686  =   0.99994098
 FE2289
 FE2289:                Primary Azimuth Mark                     Grid Az
 FE2289:SPC TN       -  LACKEY                                   033 33 43.4
 FE2289:UTM  16      -  LACKEY                                   032 58 01.3
 FE2289
 FE2289|---------------------------------------------------------------------|
 FE2289| PID    Reference Object                     Distance      Geod. Az  |
 FE2289|                                                           dddmmss.s |
 FE2289| FE2368 LACKEY                              APPROX. 5.8 KM 0315148.1 |
 FE2289| CG4559 MEDON RM 1                           25.989 METERS 03400     |
 FE2289| FE2290 TT 14                                18.422 METERS 11147     |
 FE2289| CG4557 MEDON AZ MK                                        1214300.3 |
 FE2289| FE2287 BRITTON LANE LOT WT 28              APPROX. 4.8 KM 2882044.2 |
 FE2289|---------------------------------------------------------------------|
 FE2289
 FE2289                          SUPERSEDED SURVEY CONTROL
 FE2289
 FE2289  NAD 83(1995)-  35 28 07.62681(N)    088 54 05.64572(W) AD(       ) 3
 FE2289  NAD 83(1986)-  35 28 07.63276(N)    088 54 05.64216(W) AD(       ) 3
 FE2289  NAD 27      -  35 28 07.35220(N)    088 54 05.42910(W) AD(       ) 3
 FE2289
 FE2289.Superseded values are not recommended for survey control.
 FE2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2289.See file dsdata.txt to determine how the superseded data were derived.
 FE2289
 FE2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2746426693(NAD 83)
 FE2289_MARKER: DS = TRIANGULATION STATION DISK
 FE2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2289
 FE2289  HISTORY     - Date     Condition        Report By
 FE2289  HISTORY     - 1958     MONUMENTED       CGS
 FE2289
 FE2289                          STATION DESCRIPTION
 FE2289
 FE2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2289'THE STATION IS ABOUT 11-1/2 MILES SOUTH-SOUTHWEST OF JACKSON AND
 FE2289'ABOUT 2 MILES WEST-NORTHWEST OF MEDON. IT IS 8 FEET NORTH OF A
 FE2289'WHITE WITNESS POST, 49 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 FE2289'39 FEET SOUTHEAST OF A 3 FOOT OAK TREE, 58 FEET SOUTH OF THE
 FE2289'CENTERLINE OF A DIRT ROAD AND 135 FEET NORTHWEST OF THE CENTER OF THE
 FE2289'INTERSECTION. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MEDON
 FE2289'1958.
 FE2289'
 FE2289'TO REACH THE STATION FROM THE MEDON BAPTIST CHURCH IN MEDON, GO NORTH
 FE2289'STATE HIGHWAY 18 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 FE2289'0.3 MILE TO A Y-INTERSECTION. BEAR RIGHT AND GO 1.75 MILES TO THE
 FE2289'AZIMUTH MARK ON THE LEFT. CONTINUE AHEAD FOR 0.15 MILE TO A
 FE2289'Y-INTERSECTION AND THE STATION IN THE FORK.
 FE2289'
 FE2289'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 31 FEET NORTH OF THE
 FE2289'CENTERLINE OF A DIRT ROAD AND 1 FOOT EAST OF A 4 FOOT OAK TREE. THE
 FE2289'MONUMENT IS FLUSH AND THE DISK IS STAMPED MEDON NO 1 1958.
 FE2289'
 FE2289'TT 14 1947 WAS USED AS A REFERENCE MARK. IT IS 14 FEET WEST OF THE
 FE2289'CENTERLINE OF A DIRT ROAD, 21 FEET SOUTHEAST OF A 2 FOOT OAK TREE
 FE2289'AND 46 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD. IT IS A
 FE2289'TENNESSEE VALLEY AUTHORITY MARK SET IN THE TOP OF A PRECAST
 FE2289'CONCRETE POST PROJECTING 1 FOOT AND STAMPED TT 14 TVA 1947.
 FE2289'
 FE2289'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 FE2289'1 FOOT SOUTHWEST OF A WHITE WITNESS POST, 1 FOOT SOUTH OF A
 FE2289'POWERLINE POLE AND 34 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FE2289'METAL SHED. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MEDON
 FE2289'1958.
 FE2289'
 FE2289'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1678 ***********************************************************************
 FC1678  DESIGNATION -  MELTON
 FC1678  PID         -  FC1678
 FC1678  STATE/COUNTY-  TN/ROANE
 FC1678  USGS QUAD   -  BETHEL VALLEY (1989)
 FC1678
 FC1678                         *CURRENT SURVEY CONTROL
 FC1678  ___________________________________________________________________
 FC1678* NAD 83(1995)-  35 54 34.48015(N)    084 18 18.64065(W)     ADJUSTED  
 FC1678* NAVD 88     -       413.0    (meters)    1355.     (feet)  VERTCON   
 FC1678  ___________________________________________________________________
 FC1678  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 FC1678  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FC1678
 FC1678  HORZ ORDER  -  FIRST
 FC1678
 FC1678.The horizontal coordinates were established by classical geodetic methods
 FC1678.and adjusted by the National Geodetic Survey in April 1999..
 FC1678
 FC1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1678
 FC1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1678
 FC1678.The geoid height was determined by GEOID03.
 FC1678
 FC1678;                    North         East     Units Scale Factor Converg.
 FC1678;SPC TN       -   176,207.419   752,970.252   MT  0.99994927   +0 59 32.0
 FC1678;SPC TN       -   578,107.17  2,470,369.90   sFT  0.99994927   +0 59 32.0
 FC1678;UTM  16      - 3,977,274.996   743,183.076   MT  1.00032877   +1 34 52.7
 FC1678
 FC1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1678!SPC TN       -   0.99993998  x   0.99994927  =   0.99988926
 FC1678!UTM  16      -   0.99993998  x   1.00032877  =   1.00026873
 FC1678
 FC1678:                Primary Azimuth Mark                     Grid Az
 FC1678:SPC TN       -  WEST                                     083 59 27.1
 FC1678:UTM  16      -  WEST                                     083 24 06.4
 FC1678
 FC1678|---------------------------------------------------------------------|
 FC1678| PID    Reference Object                     Distance      Geod. Az  |
 FC1678|                                                           dddmmss.s |
 FC1678| FC0240 WEST                                APPROX.23.6 KM 0845859.1 |
 FC1678| CZ4920 MELTON AZ MK                                       1412255.5 |
 FC1678| CZ4922 MELTON RM 2                          22.037 METERS 23108     |
 FC1678| CZ4921 MELTON RM 1                          16.517 METERS 30211     |
 FC1678|---------------------------------------------------------------------|
 FC1678
 FC1678                          SUPERSEDED SURVEY CONTROL
 FC1678
 FC1678  NAD 83(1995)-  35 54 34.48803(N)    084 18 18.64003(W) AD(       ) 1
 FC1678  NAD 83(1986)-  35 54 34.49374(N)    084 18 18.63809(W) AD(       ) 1
 FC1678  NAD 27      -  35 54 34.21300(N)    084 18 18.91600(W) AD(       ) 1
 FC1678  NGVD 29 (07/19/86)  413.1    (m)         1355.     (f) VERT ANG       
 FC1678
 FC1678.Superseded values are not recommended for survey control.
 FC1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1678.See file dsdata.txt to determine how the superseded data were derived.
 FC1678
 FC1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE4318377275(NAD 83)
 FC1678_MARKER: DS = TRIANGULATION STATION DISK
 FC1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1678_SP_SET: CONCRETE POST
 FC1678_MARK LOGO: CGS   
 FC1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1678+STABILITY: SURFACE MOTION
 FC1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1678+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 FC1678
 FC1678  HISTORY     - Date     Condition        Report By
 FC1678  HISTORY     - 1884     MONUMENTED       CGS
 FC1678  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1678  HISTORY     - 1960     GOOD             CGS
 FC1678  HISTORY     - 1965     GOOD             CGS
 FC1678  HISTORY     - 19930513 GOOD             NOS
 FC1678
 FC1678                          STATION DESCRIPTION
 FC1678
 FC1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1678'ABOUT 8-1/2 MILES NORTH-NORTHWEST OF LENOIR CITY, ON HIGHEST POINT OF
 FC1678'MELTON HILL, ABOUT 200 YARDS WEST OF WEST EDGE OF CULTIVATED FIELD,
 FC1678'IN THICKET OF SMALL TREES, 18 FEET NORTHWEST OF DOUBLE BEECH TREE. TO
 FC1678'REACH FROM WHEAT, FOLLOW MAIN-TRAVELED ROAD NORTH FROM C.N.
 FC1678'MCKINNEYS STORE 1.25 MILES, TURN EAST ONTO GOOD STONE ROAD AND GO
 FC1678'5.6 MILES, TURN NORTH AROUND BARN (0.2 MILE BEFORE REACHING
 FC1678'BOUGLES FERRY), CONTINUE 1.45 MILES AND TURN WEST ONTO DIM FARM ROAD
 FC1678'(75 YARDS BEFORE REACHING HOME OF BOB FRITZ), CONTINUE GENERALLY
 FC1678'WEST ON THIS DIM ROAD THROUGH WOODS 0.5 MILE TO CULTIVATED FIELD AND
 FC1678'SKIRT NORTH EDGE OF FIELD THROUGH THICKET ABOUT 1,500 FEET TO SUMMIT
 FC1678'OF HILL AND STATION SITE. SURFACE MARK IS DRILL HOLE AT INTERSECTION
 FC1678'OF NORTH-SOUTH AND EAST-WEST GROOVES WITH LETTERS U.S.C.S. CUT IN TOP
 FC1678'OF HEAVY LIMESTONE POST 3-1/2 FEET LONG BY 1 FOOT THICK BY 1-1/2
 FC1678'FEET WIDE AND PROJECTING 4 INCHES ABOVE GROUND. UNDERGROUND MARK IS
 FC1678'CENTER OF MOUTH OF GLASS PICKLE JAR. IN 1934 STANDARD STATION DISK
 FC1678'WAS CEMENTED IN DRILL HOLE IN ORIGINAL SURFACE MARK, TWO STANDARD
 FC1678'REFERENCE DISKS WERE SET IN CONCRETE, AND AN AZIMUTH MARK
 FC1678'WAS ESTABLISHED. REFERENCE MARK NO. 1 IS SLIGHTLY DOWN GRADE AND
 FC1678'54.23 FEET (SLOPE DISTANCE) FROM STATION.
 FC1678'NO. 2 IS ALONG LEVEL SLOPE OF TOP AND 72.34 FEET FROM STATION
 FC1678'AZIMUTH MARK IS IN NORTHEAST CORNER OF
 FC1678'CULTIVATED FIELD, AT BEND IN FARM ROAD ALONG NORTH EDGE OF FIELD,
 FC1678'ABOUT 1/4 MILE FROM STATION S 38 DEG 37 MIN E.
 FC1678
 FC1678                          STATION RECOVERY (1960)
 FC1678
 FC1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FC1678'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FC1678'RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT SEARCHED FOR
 FC1678'DUE TO BEING LOCATED IN A POSTED RADIOACTIVE AREA. THE PROPERTY IS
 FC1678'NOW OWNED BY THE ATOMIC ENERGY COMMISSION. A NEW DESCRIPTION
 FC1678'FOLLOWS.
 FC1678'
 FC1678'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH OF LENOIR CITY AND ON
 FC1678'THE HIGHEST PART OF MELTON HILL.
 FC1678'
 FC1678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 FC1678'HIGHWAY 95 IN EATON CROSSROADS, GO NORTH ON STATE HIGHWAY 95 FOR
 FC1678'4.2 MILES TO A PONTOON BRIDGE, CONTINUE STRAIGHT AHEAD, NORTH, FOR
 FC1678'2.5 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, EASTERLY, FOR 2.1
 FC1678'MILES TO A CHURCH ON THE LEFT AND A SIDE ROAD ON THE RIGHT, TURN
 FC1678'RIGHT, SOUTHERLY, FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK,
 FC1678'SOUTHERLY, FOR 0.75 TO WHERE THE OILED ROAD TURNS SHARP RIGHT AND A
 FC1678'GRAVELED ROAD GOES STRAIGHT AHEAD, TAKE THE GRAVELED ROAD,
 FC1678'SOUTHERLY, FOR 0.7 MILE TO A FORK, TURN RIGHT, WESTERLY, FOR 0.9 MILE
 FC1678'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, NORTHERLY, FOR 1.8 MILES TO
 FC1678'THE END OF THE ROAD AND THE STATION.
 FC1678'
 FC1678'STATION MARK IS 25 FEET WEST OF A POWERLINE POLE AND 1 FOOT NORTH OF
 FC1678'A WITNESS SIGN. THE MARK IS A STANDARD DISK CEMENTED IN A
 FC1678'DRILL HOLE IN A STONE POST, PROJECTS 2 INCHES, AND IS STAMPED MELTON
 FC1678'1934. THE UNDERGROUND STATION MARK IS SAID TO BE THE CENTER OF A
 FC1678'GLASS PICKLE JAR.
 FC1678'
 FC1678'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION. THE MARK
 FC1678'IS A STANDARD DISK CEMENTED IN A CONCRETE POST, PROJECTS 6 INCHES,
 FC1678'AND IS STAMPED MELTON NO 1 1934.
 FC1678'
 FC1678'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION. THE MARK
 FC1678'IS A STANDARD DISK CEMENTED IN A CONCRETE POST, PROJECTS 6 INCHES,
 FC1678'AND IS STAMPED MELTON NO 2 1934.
 FC1678'
 FC1678'NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
 FC1678'
 FC1678'OBSERVATIONS WERE MADE FROM A 77 FOOT TOWER.
 FC1678
 FC1678                          STATION RECOVERY (1965)
 FC1678
 FC1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 FC1678'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 FC1678'CONDITION.  THE DESCRIPTION AS GIVEN IN THE 1960 RECOVERY NOTE IS
 FC1678'COMPLETELY ADEQUATE.
 FC1678
 FC1678                          STATION RECOVERY (1993)
 FC1678
 FC1678'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 FC1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2885 ***********************************************************************
 FE2885  SACS        -  This is a Secondary Airport Control Station.
 FE2885  DESIGNATION -  MEM AP 1963 STA A2
 FE2885  PID         -  FE2885
 FE2885  STATE/COUNTY-  TN/SHELBY
 FE2885  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2885
 FE2885                         *CURRENT SURVEY CONTROL
 FE2885  ___________________________________________________________________
 FE2885* NAD 83(1995)-  35 03 29.49673(N)    089 57 21.10622(W)     ADJUSTED  
 FE2885* NAVD 88     -        87.97   (+/-2cm)     288.6    (feet)  VERTCON   
 FE2885  ___________________________________________________________________
 FE2885  X           -       4,026.384 (meters)                     COMP
 FE2885  Y           -  -5,226,769.127 (meters)                     COMP
 FE2885  Z           -   3,643,188.299 (meters)                     COMP
 FE2885  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2885  ELLIP HEIGHT-          60.55  (meters)          (09/21/01) GPS OBS
 FE2885  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 FE2885
 FE2885  HORZ ORDER  -  FIRST
 FE2885  VERT ORDER  -  THIRD ? (See Below)
 FE2885  ELLP ORDER  -  FOURTH    CLASS II
 FE2885
 FE2885.This mark is at Memphis Intl Airport (MEM)
 FE2885
 FE2885.The horizontal coordinates were established by GPS observations
 FE2885.and adjusted by the National Geodetic Survey in February 1999..
 FE2885
 FE2885.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2885
 FE2885.GPS derived orthometric heights for airport stations designated as
 FE2885.PACS or SACS are published to 2 decimal places.  This maintains
 FE2885.centimeter relative accuracy between the PACS and SACS.  It does
 FE2885.not indicate centimeter accuracy relative to other marks which are
 FE2885.part of the NAVD 88 network.
 FE2885.The vertical order pertains to the NGVD 29 superseded value.
 FE2885
 FE2885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2885
 FE2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2885
 FE2885.The ellipsoidal height was determined by GPS observations
 FE2885.and is referenced to NAD 83.
 FE2885
 FE2885.The geoid height was determined by GEOID03.
 FE2885
 FE2885;                    North         East     Units Scale Factor Converg.
 FE2885;SPC TN       -    87,716.988   239,216.424   MT  1.00003938   -2 18 57.3
 FE2885;SPC TN       -   287,784.82    784,829.22   sFT  1.00003938   -2 18 57.3
 FE2885;SPC MS W     -   616,394.014   734,432.541   MT  0.99996461   +0 13 00.6
 FE2885;SPC MS W     - 2,022,286.03  2,409,550.76   sFT  0.99996461   +0 13 00.6
 FE2885;UTM  16      - 3,883,492.883   230,422.727   MT  1.00049574   -1 41 56.0
 FE2885;UTM  15      - 3,883,735.316   777,630.526   MT  1.00055007   +1 44 58.9
 FE2885
 FE2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2885!SPC TN       -   0.99999050  x   1.00003938  =   1.00002988
 FE2885!SPC MS W     -   0.99999050  x   0.99996461  =   0.99995511
 FE2885!UTM  16      -   0.99999050  x   1.00049574  =   1.00048623
 FE2885!UTM  15      -   0.99999050  x   1.00055007  =   1.00054056
 FE2885
 FE2885                          SUPERSEDED SURVEY CONTROL
 FE2885
 FE2885  ELLIP H (02/18/99)   60.57   (m)                       GP(       ) 4 2
 FE2885  NAD 83(1995)-  35 03 29.49580(N)    089 57 21.10440(W) AD(       ) B
 FE2885  ELLIP H (07/15/94)   60.60   (m)                       GP(       ) 4 2
 FE2885  NGVD 29 (07/15/94)   87.94   (m)          288.5    (f) LEVELING    3  
 FE2885
 FE2885.Superseded values are not recommended for survey control.
 FE2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2885.See file dsdata.txt to determine how the superseded data were derived.
 FE2885
 FE2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3042383493(NAD 83)
 FE2885_MARKER: DT = TOPOGRAPHIC STATION DISK
 FE2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2885_SP_SET: CONCRETE POST
 FE2885_STAMPING: AP 1963 STA A2
 FE2885_MARK LOGO: CGS   
 FE2885_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2885+STABILITY: SURFACE MOTION
 FE2885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2885+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1993
 FE2885
 FE2885  HISTORY     - Date     Condition        Report By
 FE2885  HISTORY     - 1963     MONUMENTED       CGS
 FE2885  HISTORY     - 19911231 GOOD             NGS
 FE2885  HISTORY     - 19930428 GOOD
 FE2885
 FE2885                          STATION DESCRIPTION
 FE2885
 FE2885'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FE2885'STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS SOUTH
 FE2885'OF INTERSTATE 240, ABOUT 6.0 MI (9.7 KM) SE OF THE JUNCTION OF
 FE2885'INTERSTATES 55 AND 240 AND 4.0 MI (6.4 KM) S OF THE JUNCTION OF
 FE2885'INTERSTATE 240 AND US HIGHWAY 78.  STATION IS LOCATED IN THE NW
 FE2885'SECTION OF THE AIRPORT NORTH OF THE WEST END OF AN EAST-WEST RUNWAY.
 FE2885'TO REACH FROM THE TERMINAL RAMP PROCEED TO THE NORTHWEST CORNER OF THE
 FE2885'RAMP THEN NORTH ON A NORTH-SOUTH TAXIWAY ACROSS RUNWAY 9/27 TO AN
 FE2885'EAST-WEST TAXIWAY.  TURN RIGHT ONTO TAXIWAY PROCEED EAST TO ITS EAST
 FE2885'END AND STATION EAST OF THE SHOULDER OF THE TAXIWAY AND NORTH OF THE
 FE2885'RUNWAY END.
 FE2885'IT IS 43.1 FT (13.1 M) SE OF THE THIRD TAXIWAY LIGHT (SHOWS BLUE)
 FE2885'NORTH OF THE RUNWAY, 40.4 FT (12.3 M) NW OF THE NORTHERNMOST
 FE2885'THRESHOLD LIGHT (SHOWS GREEN AND RED) AND 7.5 FT (2.3 M) E OF THE
 FE2885'EAST EDGE OF THE ASPHALT SHOULDER OF THE TAXIWAY.
 FE2885'ACCESS TO THE FIELD IS CONTROLLED. CONTACT MR ROBERT A. BEESLEY,
 FE2885'MANAGER OF ENGINEERING, AT ADDRESS P.O. BOX 30168, MEMPHIS, TN
 FE2885'38130-0168 OR PHONE 901-922-8032.
 FE2885
 FE2885                          STATION RECOVERY (1991)
 FE2885
 FE2885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 FE2885'THE STATION IS LOCATED AT THE MEMPHIS INTERNATIONAL AIRPORT IN THE
 FE2885'GRASS AREA NORTH OF RUNWAY END 27.  THE STATION IS LOCATED 40.4 FT
 FE2885'(12.3 M) NORTHWEST OF THE NORTHERNMOST THRESHOLD LIGHT ON THE NORTH
 FE2885'SIDE OF RUNWAY END 27, 43.1 FT (13.1 M) SOUTHEAST OF THE THIRD TAXIWAY
 FE2885'LIGHT NORTH OF THE RUNWAY END, AND 7.5 FT (2.3 M) EAST OF THE EAST
 FE2885'EDGE OF THE ASPHALT SHOULDER FOR TAXIWAY V.  THE STATION IS A STANDARD
 FE2885'TOPOGRAPHIC DISK, STAMPED AP 1963 STA A2, SET IN THE TOP OF A CONCRETE
 FE2885'MONUMENT FLUSH WITH THE GROUND.
 FE2885
 FE2885                          STATION RECOVERY (1993)
 FE2885
 FE2885'RECOVERED 1993
 FE2885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB9812 ***********************************************************************
 AB9812  SACS        -  This is a Secondary Airport Control Station.
 AB9812  DESIGNATION -  MEM C
 AB9812  PID         -  AB9812
 AB9812  STATE/COUNTY-  TN/SHELBY
 AB9812  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AB9812
 AB9812                         *CURRENT SURVEY CONTROL
 AB9812  ___________________________________________________________________
 AB9812* NAD 83(1995)-  35 01 25.67760(N)    089 59 07.41175(W)     ADJUSTED  
 AB9812* NAVD 88     -        97.12   (meters)     318.6    (feet)  GPS OBS   
 AB9812  ___________________________________________________________________
 AB9812  X           -       1,333.152 (meters)                     COMP
 AB9812  Y           -  -5,228,968.917 (meters)                     COMP
 AB9812  Z           -   3,640,069.446 (meters)                     COMP
 AB9812  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AB9812  ELLIP HEIGHT-          69.75  (meters)          (05/18/00) GPS OBS
 AB9812  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AB9812
 AB9812  HORZ ORDER  -  FIRST
 AB9812  ELLP ORDER  -  FOURTH    CLASS II
 AB9812
 AB9812.This mark is at Memphis Intl Airport (MEM)
 AB9812
 AB9812.The horizontal coordinates were established by GPS observations
 AB9812.and adjusted by the National Geodetic Survey in May 2000..
 AB9812
 AB9812.The orthometric height was determined by GPS observations and a
 AB9812.high-resolution geoid model.
 AB9812
 AB9812.GPS derived orthometric heights for airport stations designated as
 AB9812.PACS or SACS are published to 2 decimal places.  This maintains
 AB9812.centimeter relative accuracy between the PACS and SACS.  It does
 AB9812.not indicate centimeter accuracy relative to other marks which are
 AB9812.part of the NAVD 88 network.
 AB9812
 AB9812.Photographs are available for this station.
 AB9812
 AB9812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9812
 AB9812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9812
 AB9812.The ellipsoidal height was determined by GPS observations
 AB9812.and is referenced to NAD 83.
 AB9812
 AB9812.The geoid height was determined by GEOID03.
 AB9812
 AB9812;                    North         East     Units Scale Factor Converg.
 AB9812;SPC TN       -    84,013.511   236,369.419   MT  1.00004762   -2 19 59.5
 AB9812;SPC TN       -   275,634.33    775,488.67   sFT  1.00004762   -2 19 59.5
 AB9812;UTM  16      - 3,879,757.195   227,614.530   MT  1.00051451   -1 42 51.9
 AB9812;UTM  15      - 3,879,837.397   775,051.934   MT  1.00053250   +1 43 52.4
 AB9812
 AB9812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9812!SPC TN       -   0.99998905  x   1.00004762  =   1.00003667
 AB9812!UTM  16      -   0.99998905  x   1.00051451  =   1.00050356
 AB9812!UTM  15      -   0.99998905  x   1.00053250  =   1.00052155
 AB9812
 AB9812                          SUPERSEDED SURVEY CONTROL
 AB9812
 AB9812.No superseded survey control is available for this station.
 AB9812
 AB9812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2761579757(NAD 83)
 AB9812_MARKER: DD = SURVEY DISK
 AB9812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9812_STAMPING: MEM C 1991
 AB9812_MARK LOGO: NOS   
 AB9812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9812+STABILITY: SURFACE MOTION
 AB9812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9812+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2000
 AB9812
 AB9812  HISTORY     - Date     Condition        Report By
 AB9812  HISTORY     - 1991     MONUMENTED       NOS
 AB9812  HISTORY     - 20000421 GOOD             NGS
 AB9812
 AB9812                          STATION DESCRIPTION
 AB9812
 AB9812'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (DRM)
 AB9812'THE STATION IS LOCATED AT THE MEMPHIS INTERNATIONAL AIRPORT IN THE
 AB9812'GRASS AREA EAST OF RUNWAY END 36L.  THE STATION IS LOCATED ABOUT ON
 AB9812'LINE WITH THE EAST EDGE OF TAXIWAY AA, 57.1 FT (17.4 M) SOUTHEAST OF
 AB9812'THE FIRST TAXIWAY LIGHT WEST OF THE EAST EDGE OF TAXIWAY AA, 29.1 FT
 AB9812'(8.9 M) SOUTH OF THE FIRST TAXIWAY LIGHT EAST OF THE EAST EDGE OF
 AB9812'TAXIWAY AA, 48.4 FT (14.8 M) SOUTHWEST OF THE SECOND TAXIWAY LIGHT
 AB9812'EAST OF THE EAST EDGE OF TAXIWAY AA, AND 4.4 FT (1.3 M) SOUTH OF THE
 AB9812'SOUTH EDGE OF THE ASPHALT SHOULDER FOR THE RUNUP RAMP FOR RUNWAY END
 AB9812'36L.  THE STATION IS A STANDARD NOS DISK, STAMPED MEM C 1991, SET IN
 AB9812'THE TOP OF A 12 INCH CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 AB9812'GROUND.
 AB9812
 AB9812                          STATION RECOVERY (2000)
 AB9812
 AB9812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB9812'THE STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS
 AB9812'SOUTH OF INTERSTATE 240, ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF THE
 AB9812'JUNCTION OF INTERSTATES 55 AND 240 AND 6.4 KM (3.95 MI) SOUTH OF THE
 AB9812'JUNCTION OF INTERSTATE 240 AND US HIGHWAY 78.  THE STATION IS LOCATED
 AB9812'IN THE SOUTHWEST SECTION OF THE AIRPORT SOUTH OF A NORTH-SOUTH
 AB9812'TAXIWAY.  OWNERSHIP--MEMPHIS SHELBY COUNTY AIRPORT AUTHORITY, DIRECTOR
 AB9812'OF DEVELOPMENT ROBERT A BEESLEY, P.O.  BOX 30168, MEMPHIS, TN
 AB9812'38130-0168.  PHONE- 901-922-8032.  TO REACH FROM THE TERMINAL BUILDING
 AB9812'PROCEED TO THE NORTHWEST CORNER OF THE TERMINAL RAMP THEN VIA A
 AB9812'NORTH-SOUTH TAXIWAY, GO SOUTH ON TAXIWAY (N) FOR 0.98 KM (0.60 MI) TO
 AB9812'A CROSS TAXI (P) .  TURN RIGHT AND GO WEST ON TAXIWAY (P) FOR 0.08 KM
 AB9812'(0.05 MI) TO A NORTH-SOUTH TAXIWAY.  TURN LEFT AND GO SOUTH ON TAXIWAY
 AB9812'FOR 0.94 KM (0.60 MI) TO THE STATION JUST SOUTH OF THE END OF THE
 AB9812'CONCRETE TAXIWAY.  THE STATION IS A STANDARD NOS DISK STAMPED MEM C
 AB9812'1991 ABOUT ON LINE WITH THE EAST EDGE OF TAXIWAY, 17.4 M (57.1 FT)
 AB9812'SOUTHEAST OF THE FIRST TAXIWAY LIGHT WEST OF THE EAST EDGE OF TAXIWAY
 AB9812', 14.75 M (48.39 FT) SOUTHWEST OF THE SECOND TAXIWAY LIGHT EAST OF THE
 AB9812'EAST EDGE OF TAXIWAY , 8.9 M (29.2 FT) SOUTH OF THE FIRST TAXIWAY
 AB9812'LIGHT EAST OF THE EAST EDGE OF TAXIWAY , 1.3 M (4.3 FT) SOUTH OF THE
 AB9812'SOUTH EDGE OF THE ASPHALT SHOULDER FOR THE RUN UP RAMP FOR RUNWAY END
 AB9812'36L.  NOTE--THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AB9812'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2886 ***********************************************************************
 FE2886  SACS        -  This is a Secondary Airport Control Station.
 FE2886  DESIGNATION -  MEM D
 FE2886  PID         -  FE2886
 FE2886  STATE/COUNTY-  TN/SHELBY
 FE2886  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2886
 FE2886                         *CURRENT SURVEY CONTROL
 FE2886  ___________________________________________________________________
 FE2886* NAD 83(1995)-  35 01 50.53247(N)    089 58 36.30737(W)     ADJUSTED  
 FE2886* NAVD 88     -       100.67   (+/-2cm)     330.3    (feet)  VERTCON   
 FE2886  ___________________________________________________________________
 FE2886  X           -       2,121.494 (meters)                     COMP
 FE2886  Y           -  -5,228,531.895 (meters)                     COMP
 FE2886  Z           -   3,640,698.690 (meters)                     COMP
 FE2886  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FE2886  ELLIP HEIGHT-          73.26  (meters)          (09/21/01) GPS OBS
 FE2886  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2886
 FE2886  HORZ ORDER  -  FIRST
 FE2886  VERT ORDER  -  THIRD ? (See Below)
 FE2886  ELLP ORDER  -  FOURTH    CLASS II
 FE2886
 FE2886.This mark is at Memphis Intl Airport (MEM)
 FE2886
 FE2886.The horizontal coordinates were established by GPS observations
 FE2886.and adjusted by the National Geodetic Survey in February 1999..
 FE2886
 FE2886.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2886
 FE2886.GPS derived orthometric heights for airport stations designated as
 FE2886.PACS or SACS are published to 2 decimal places.  This maintains
 FE2886.centimeter relative accuracy between the PACS and SACS.  It does
 FE2886.not indicate centimeter accuracy relative to other marks which are
 FE2886.part of the NAVD 88 network.
 FE2886.The vertical order pertains to the NGVD 29 superseded value.
 FE2886
 FE2886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2886
 FE2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2886
 FE2886.The ellipsoidal height was determined by GPS observations
 FE2886.and is referenced to NAD 83.
 FE2886
 FE2886.The geoid height was determined by GEOID03.
 FE2886
 FE2886;                    North         East     Units Scale Factor Converg.
 FE2886;SPC TN       -    84,746.798   237,188.432   MT  1.00004593   -2 19 41.3
 FE2886;SPC TN       -   278,040.12    778,175.71   sFT  1.00004593   -2 19 41.3
 FE2886;SPC MS W     -   613,337.348   732,537.934   MT  0.99996304   +0 12 16.9
 FE2886;SPC MS W     - 2,012,257.62  2,403,334.87   sFT  0.99996304   +0 12 16.9
 FE2886;UTM  16      - 3,880,499.627   228,425.956   MT  1.00050907   -1 42 35.1
 FE2886;UTM  15      - 3,880,627.277   775,817.285   MT  1.00053770   +1 44 11.3
 FE2886
 FE2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2886!SPC TN       -   0.99998850  x   1.00004593  =   1.00003443
 FE2886!SPC MS W     -   0.99998850  x   0.99996304  =   0.99995154
 FE2886!UTM  16      -   0.99998850  x   1.00050907  =   1.00049756
 FE2886!UTM  15      -   0.99998850  x   1.00053770  =   1.00052619
 FE2886
 FE2886                          SUPERSEDED SURVEY CONTROL
 FE2886
 FE2886  ELLIP H (02/18/99)   73.28   (m)                       GP(       ) 4 2
 FE2886  NAD 83(1995)-  35 01 50.53155(N)    089 58 36.30557(W) AD(       ) 1
 FE2886  ELLIP H (07/15/94)   73.31   (m)                       GP(       ) 4 2
 FE2886  NGVD 29 (07/15/94)  100.64   (m)          330.2    (f) LEVELING    3  
 FE2886
 FE2886.Superseded values are not recommended for survey control.
 FE2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2886.See file dsdata.txt to determine how the superseded data were derived.
 FE2886
 FE2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2842680500(NAD 83)
 FE2886_MARKER: DD = SURVEY DISK
 FE2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2886_SP_SET: CONCRETE POST
 FE2886_STAMPING: MEM D 1991
 FE2886_MARK LOGO: NOS   
 FE2886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2886+STABILITY: SURFACE MOTION
 FE2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2886+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1993
 FE2886
 FE2886  HISTORY     - Date     Condition        Report By
 FE2886  HISTORY     - 1991     MONUMENTED       NOS
 FE2886  HISTORY     - 19911231 GOOD             NGS
 FE2886  HISTORY     - 19930429 GOOD
 FE2886
 FE2886                          STATION DESCRIPTION
 FE2886
 FE2886'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 FE2886'STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS SOUTH
 FE2886'OF INTERSTATE 240, ABOUT 6.0 MI (9.7 KM) SE OF THE JUNCTION OF
 FE2886'INTERSTATES 55 AND 240 AND 4.0 MI (6.4 KM) S OF THE JUNCTION OF
 FE2886'INTERSTATE 240 AND US HIGHWAY 78.  STATION IS LOCATED IN THE NW
 FE2886'SECTION OF THE AIRPORT NORTH OF THE WEST END OF AN EAST-WEST RUNWAY.
 FE2886'TO REACH FROM THE TERMINAL BUILDING PROCEED TO THE SOUTHEAST CORNER OF
 FE2886'THE RAMP THEN S ON A NORTH-SOUTH TAXIWAY RUNNING PARALLEL WITH RUNWAY
 FE2886'18L/36R.  PROCEED TO THE SOUTH END OF THE TAXIWAY AND A CONCRETE
 FE2886'AIRCRAFT RUNUP PAD AND STATION SOUTH OF THE ASPHALT SHOULDER FOR THE
 FE2886'RUNUP PAD.
 FE2886'IT IS 63.5 FT (19.4 M) SW OF THE CENTER OF A SIGN INDICATING RUNWAY
 FE2886'36R, 48.5 FT (14.8 M) SE OF A TAXIWAY LIGHT (SHOWS BLUE) WEST OF THE
 FE2886'SE CORNER OF THE RUNUP PAD AND 6.0 FT (1.8 M) S OF THE S EDGE OF THE
 FE2886'ASPHALT SHOULDER OF THE RUNUP PAD.
 FE2886'ACCESS TO THE FIELD IS CONTROLLED. CONTACT MR ROBERT A. BEESLEY,
 FE2886'MANAGER OF ENGINEERING, AT ADDRESS P.O. BOX 30168, MEMPHIS, TN
 FE2886'38130-0168 OR PHONE 901-922-8032.
 FE2886
 FE2886                          STATION RECOVERY (1991)
 FE2886
 FE2886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 FE2886'THE STATION IS LOCATED AT THE MEMPHIS INTERNATIONAL AIRPORT NEAR
 FE2886'RUNWAY END 36R IN THE GRASS AREA JUST SOUTH OF THE RUNUP RAMP FOR END
 FE2886'36R.  THE STATION IS LOCATED 63.5 FT (19.4 M) SW OF THE CENTER OF A
 FE2886'36R SIGN WHICH IS SW OF THE RUNWAY END, 40.8 FT (12.4 M) SOUTH OF THE
 FE2886'SOUTHEASTERLY CORNER OF THE RUNUP RAMP, 48.5 FT (14.8 M) SE OF A
 FE2886'TAXIWAY LIGHT WEST OF THE AFOREMENTIONED CORNER, AND 6 FT (1.8 M)
 FE2886'SOUTH OF THE SOUTH EDGE OF THE ASPHALT SHOULDER FOR THE RUNUP RAMP.
 FE2886'THE STATION IS A STANDARD NOS DISK, STAMPED MEM D 1991, SET IN THE TOP
 FE2886'OF A 12 INCH ROUND CONCRETE MONUMENT AND FLUSH WITH THE GROUND.
 FE2886
 FE2886                          STATION RECOVERY (1993)
 FE2886
 FE2886'RECOVERED 1993
 FE2886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2887 ***********************************************************************
 FE2887  PACS        -  This is a Primary Airport Control Station.
 FE2887  DESIGNATION -  MEM F
 FE2887  PID         -  FE2887
 FE2887  STATE/COUNTY-  TN/SHELBY
 FE2887  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2887
 FE2887                         *CURRENT SURVEY CONTROL
 FE2887  ___________________________________________________________________
 FE2887* NAD 83(1995)-  35 03 33.67611(N)    089 59 08.93410(W)     ADJUSTED  
 FE2887* NAVD 88     -        75.78   (meters)     248.6    (feet)  GPS OBS   
 FE2887  ___________________________________________________________________
 FE2887  X           -       1,293.994 (meters)                     COMP
 FE2887  Y           -  -5,226,686.589 (meters)                     COMP
 FE2887  Z           -   3,643,286.749 (meters)                     COMP
 FE2887  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE2887  ELLIP HEIGHT-          48.40  (meters)          (09/21/01) GPS OBS
 FE2887  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2887
 FE2887  HORZ ORDER  -  B
 FE2887  ELLP ORDER  -  FOURTH    CLASS II
 FE2887
 FE2887.This mark is at Memphis Intl Airport (MEM)
 FE2887
 FE2887.The horizontal coordinates were established by GPS observations
 FE2887.and adjusted by the National Geodetic Survey in February 1999..
 FE2887
 FE2887.The orthometric height was determined by GPS observations and a
 FE2887.high-resolution geoid model.
 FE2887
 FE2887.GPS derived orthometric heights for airport stations designated as
 FE2887.PACS or SACS are published to 2 decimal places.  This maintains
 FE2887.centimeter relative accuracy between the PACS and SACS.  It does
 FE2887.not indicate centimeter accuracy relative to other marks which are
 FE2887.part of the NAVD 88 network.
 FE2887
 FE2887.Photographs are available for this station.
 FE2887
 FE2887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2887
 FE2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2887
 FE2887.The ellipsoidal height was determined by GPS observations
 FE2887.and is referenced to NAD 83.
 FE2887
 FE2887.The geoid height was determined by GEOID03.
 FE2887
 FE2887;                    North         East     Units Scale Factor Converg.
 FE2887;SPC TN       -    87,956.517   236,491.466   MT  1.00003911   -2 20 00.4
 FE2887;SPC TN       -   288,570.67    775,889.08   sFT  1.00003911   -2 20 00.4
 FE2887;SPC MS W     -   616,512.876   731,699.866   MT  0.99996238   +0 11 58.6
 FE2887;SPC MS W     - 2,022,675.99  2,400,585.31   sFT  0.99996238   +0 11 58.6
 FE2887;UTM  16      - 3,883,703.145   227,694.077   MT  1.00051397   -1 42 58.3
 FE2887;UTM  15      - 3,883,781.060   774,894.072   MT  1.00053143   +1 43 57.0
 FE2887
 FE2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2887!SPC TN       -   0.99999240  x   1.00003911  =   1.00003151
 FE2887!SPC MS W     -   0.99999240  x   0.99996238  =   0.99995478
 FE2887!UTM  16      -   0.99999240  x   1.00051397  =   1.00050637
 FE2887!UTM  15      -   0.99999240  x   1.00053143  =   1.00052383
 FE2887
 FE2887                          SUPERSEDED SURVEY CONTROL
 FE2887
 FE2887  ELLIP H (02/18/99)   48.41   (m)                       GP(       ) 4 2
 FE2887  NAD 83(1995)-  35 03 33.67518(N)    089 59 08.93229(W) AD(       ) B
 FE2887  ELLIP H (07/15/94)   48.44   (m)                       GP(       ) 4 2
 FE2887  NGVD 29 (07/15/94)   75.75   (m)          248.5    (f) LEVELING    3  
 FE2887
 FE2887.Superseded values are not recommended for survey control.
 FE2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2887.See file dsdata.txt to determine how the superseded data were derived.
 FE2887
 FE2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2769483703(NAD 83)
 FE2887_MARKER: DD = SURVEY DISK
 FE2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2887_SP_SET: CONCRETE POST
 FE2887_STAMPING: MEM F 1991
 FE2887_MARK LOGO: NOS   
 FE2887_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2887+STABILITY: SURFACE MOTION
 FE2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2887+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2000
 FE2887
 FE2887  HISTORY     - Date     Condition        Report By
 FE2887  HISTORY     - 1991     MONUMENTED       NOS
 FE2887  HISTORY     - 19911231 GOOD             NGS
 FE2887  HISTORY     - 19930428 GOOD
 FE2887  HISTORY     - 20000421 GOOD             NGS
 FE2887
 FE2887                          STATION DESCRIPTION
 FE2887
 FE2887'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 FE2887'STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS SOUTH
 FE2887'OF INTERSTATE 240, ABOUT 6.0 MI (9.7 KM) SE OF THE JUNCTION OF
 FE2887'INTERSTATES 55 AND 240 AND 4.0 MI (6.4 KM) S OF THE JUNCTION OF
 FE2887'INTERSTATE 240 AND US HIGHWAY 78.  STATION IS LOCATED IN THE NW
 FE2887'SECTION OF THE AIRPORT NORTH OF THE WEST END OF AN EAST-WEST RUNWAY.
 FE2887'TO REACH FROM THE TERMINAL BUILDING PROCEED TO THE NORTHWEST CORNER OF
 FE2887'THE TERMINAL RAMP THEN VIA A NORTH-SOUTH TAXIWAY NORTH ACROSS RUNWAY
 FE2887'END 9 TO THE STATION ON THE LEFT, NORTH OF THE RUNWAY, WEST OF THE
 FE2887'TAXIWAY, BETWEEN THE TAXIWAY AND AN ASPHALT SERVICE ROAD. STATION IS
 FE2887'0.1 MI (0.2 KM) S OF PERIMETER GATE BR-2.
 FE2887'IT IS 154.4 FT (47.1 M) NW OF THE NORTHERNMOST THRESHOLD LIGHT (SHOWS
 FE2887'GREEN AND RED), 125.3 FT (38.2 M) W OF AND ON LINE WITH TWO SIGNS ON
 FE2887'EITHER SIDE OF A PAINTED HOLD BAR ACROSS THE TAXIWAY AND 51.2 FT
 FE2887'(15.6 M) E OF THE E SHOULDER OF AN ASPHALT SERVICE ROAD.
 FE2887'ACCESS TO THE FIELD IS CONTROLLED.  CONTACT MR ROBERT A. BEESLEY,
 FE2887'MANAGER OF ENGINEERING, AT ADDRESS P.O. BOX 30168, MEMPHIS, TN
 FE2887'38130-0168 OR PHONE 901-922-8032.
 FE2887
 FE2887                          STATION RECOVERY (1991)
 FE2887
 FE2887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 FE2887'THE STATION IS LOCATED AT THE MEMPHIS INTERNATIONAL AIRPORT IN THE
 FE2887'GRASS AREA NORTHWEST OF RUNWAY END 9.  THE STATION IS LOCATED 154.4 FT
 FE2887'(47.1 M) NORTHEASTERLY OF THE NORTHERNMOST THRESHOLD LIGHT AT END 9,
 FE2887'125.3 FT (38.2 M) WEST OF AND ON LINE WITH TWO 118.3 SIGNS NORTH OF
 FE2887'RUNWAY END 9 AT THE NORTH HOLD BAR, AND 19.6 FT (6.0 M) EAST OF THE
 FE2887'PROLONGATION OF THE NORTH-SOUTH FENCE LINE THAT IS NORTHWEST OF THE
 FE2887'RUNWAY END 9.  THE STATION IS A STANDARD NOS DISK, STAMPED MEM F 1991,
 FE2887'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE.
 FE2887
 FE2887                          STATION RECOVERY (1993)
 FE2887
 FE2887'RECOVERED 1993
 FE2887'RECOVERED IN GOOD CONDITION.
 FE2887
 FE2887                          STATION RECOVERY (2000)
 FE2887
 FE2887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 FE2887'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB9819 ***********************************************************************
 AB9819  SACS        -  This is a Secondary Airport Control Station.
 AB9819  DESIGNATION -  MEM N
 AB9819  PID         -  AB9819
 AB9819  STATE/COUNTY-  TN/SHELBY
 AB9819  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AB9819
 AB9819                         *CURRENT SURVEY CONTROL
 AB9819  ___________________________________________________________________
 AB9819* NAD 83(1995)-  35 02 54.63335(N)    089 59 12.24809(W)     ADJUSTED  
 AB9819* NAVD 88     -        86.65   (meters)     284.3    (feet)  GPS OBS   
 AB9819  ___________________________________________________________________
 AB9819  X           -       1,210.181 (meters)                     COMP
 AB9819  Y           -  -5,227,386.567 (meters)                     COMP
 AB9819  Z           -   3,642,308.048 (meters)                     COMP
 AB9819  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AB9819  ELLIP HEIGHT-          59.28  (meters)          (05/18/00) GPS OBS
 AB9819  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AB9819
 AB9819  HORZ ORDER  -  FIRST
 AB9819  ELLP ORDER  -  FOURTH    CLASS II
 AB9819
 AB9819.This mark is at Memphis Intl Airport (MEM)
 AB9819
 AB9819.The horizontal coordinates were established by GPS observations
 AB9819.and adjusted by the National Geodetic Survey in May 2000..
 AB9819
 AB9819.The orthometric height was determined by GPS observations and a
 AB9819.high-resolution geoid model.
 AB9819
 AB9819.GPS derived orthometric heights for airport stations designated as
 AB9819.PACS or SACS are published to 2 decimal places.  This maintains
 AB9819.centimeter relative accuracy between the PACS and SACS.  It does
 AB9819.not indicate centimeter accuracy relative to other marks which are
 AB9819.part of the NAVD 88 network.
 AB9819
 AB9819.Photographs are available for this station.
 AB9819
 AB9819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9819
 AB9819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9819
 AB9819.The ellipsoidal height was determined by GPS observations
 AB9819.and is referenced to NAD 83.
 AB9819
 AB9819.The geoid height was determined by GEOID03.
 AB9819
 AB9819;                    North         East     Units Scale Factor Converg.
 AB9819;SPC TN       -    86,757.701   236,358.557   MT  1.00004167   -2 20 02.4
 AB9819;SPC TN       -   284,637.56    775,453.03   sFT  1.00004167   -2 20 02.4
 AB9819;UTM  16      - 3,882,502.398   227,574.038   MT  1.00051478   -1 42 58.5
 AB9819;UTM  15      - 3,882,575.247   774,846.470   MT  1.00053111   +1 43 53.4
 AB9819
 AB9819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9819!SPC TN       -   0.99999070  x   1.00004167  =   1.00003236
 AB9819!UTM  16      -   0.99999070  x   1.00051478  =   1.00050547
 AB9819!UTM  15      -   0.99999070  x   1.00053111  =   1.00052180
 AB9819
 AB9819                          SUPERSEDED SURVEY CONTROL
 AB9819
 AB9819.No superseded survey control is available for this station.
 AB9819
 AB9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2757482502(NAD 83)
 AB9819_MARKER: DD = SURVEY DISK
 AB9819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9819_STAMPING: MEM-N 1975
 AB9819_MARK LOGO: NOS   
 AB9819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9819+STABILITY: SURFACE MOTION
 AB9819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9819+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2000
 AB9819
 AB9819  HISTORY     - Date     Condition        Report By
 AB9819  HISTORY     - 1975     MONUMENTED       NGS
 AB9819  HISTORY     - 19911213 GOOD             NGS
 AB9819  HISTORY     - 20000421 GOOD             NGS
 AB9819
 AB9819                          STATION DESCRIPTION
 AB9819
 AB9819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 AB9819'THE STATION IS LOCATED IN THE GRASS AREA SOUTHEAST OF RUNWAY END 18R,
 AB9819'301.4 FEET (91.9 M) SOUTH OF AN EAST-WEST TAXIWAY (EE), 205.3 FEET
 AB9819'(62.6 M) EAST OF RUNWAY 18R-36L, 195.0 FEET (59.4 M) WEST OF A
 AB9819'NORTH-SOUTH TAXIWAY (AA), 177.6 FEET (54.1 M) SOUTHWEST OF THE
 AB9819'SOUTHWEST CORNER OF THE IRON GRATE OF A DRAIN, 156.0 FEET (47.5 M) OF
 AB9819'THE CENTER OF ANOTHER DRAIN, 136.2 FEET (41.5 M) NORTHEAST OF THE
 AB9819'SECOND RUNWAY LIGHT SOUTH OF THE END OF THE RUNWAY, AND 125.5 FEET
 AB9819'(38.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 AB9819'SIGN EE.  THE STATION IS MARKED WITH A STANDARD CGS TOPOGRAPHIC
 AB9819'STATION DISK, STAMPED MEM-N 1975, SET IN A DRILL HOLE IN AN IRREGULAR
 AB9819'MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND.
 AB9819
 AB9819                          STATION RECOVERY (2000)
 AB9819
 AB9819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB9819'THE STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS
 AB9819'SOUTH OF INTERSTATE 240, ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF THE
 AB9819'JUNCTION OF INTERSTATES 55 AND 240 AND 6.4 KM (3.95 MI) SOUTH OF THE
 AB9819'JUNCTION OF INTERSTATE 240 AND US HIGHWAY 78.  THE STATION IS LOCATED
 AB9819'IN THE NORTHWEST SECTION OF THE AIRPORT BETWEEN A TAXIWAY AND RUNWAY
 AB9819'18R/36L, NEAR THE APPROACH END FOR RUNWAY 18R.  OWNERSHIP--MEMPHIS
 AB9819'SHELBY COUNTY AIRPORT AUTHORITY, DIRECTOR OF DEVELOPMENT ROBERT A
 AB9819'BEESLEY, P.O.  BOX 30168, MEMPHIS, TN 38130-0168.  PHONE-
 AB9819'901-922-8032.  TO REACH FROM THE TERMINAL BUILDING PROCEED TO THE
 AB9819'NORTHWEST CORNER OF THE TERMINAL RAMP.  GO NORTH ON THE NORTH-SOUTH
 AB9819'TAXIWAY (N) FOR 0.08 KM (0.05 MI) TO A CONNECTOR TAXIWAY.  TURN LEFT
 AB9819'AND GO WEST ON TAXIWAY (M6) FOR 0.08 KM (0.05 MI) TO A TAXIWAY.  TURN
 AB9819'RIGHT AND GO NORTH ON TAXIWAY FOR 0.18 KM (0.10 MI) TO THE STATION ON
 AB9819'THE LEFT BETWEEN THE TAXIWAY AND THE RUNWAY.  THE STATION IS A
 AB9819'STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED MEM-N 1975.  IT IS 91.9
 AB9819'M (301.5 FT) SOUTH OF THE CENTER OF TAXIWAY (M7) , 62.58 M (205.31 FT)
 AB9819'EAST OF THE CENTERLINE OF RUNWAY 18R/36L, 59.44 M (195.01 FT) WEST OF
 AB9819'A TAXIWAY , 54.13 M (177.59 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AB9819'AN IRON GRATE OF A DRAIN, 47.55 M (156.00 FT) NORTHWEST OF THE CENTER
 AB9819'OF ANOTHER DRAIN, 41.51 M (136.19 FT) NORTHEAST OF THE SECOND RUNWAY
 AB9819'LIGHT SOUTH OF THE END OF THE RUNWAY. NOTE--THIS STATION IS DESIGNATED
 AB9819'A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9669 ***********************************************************************
 DE9669  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9669  DESIGNATION -  MEMPHIS
 DE9669  PID         -  DE9669
 DE9669  STATE/COUNTY-  TN/SHELBY
 DE9669  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 DE9669
 DE9669                         *CURRENT SURVEY CONTROL
 DE9669  ___________________________________________________________________
 DE9669* NAD 83(1995)-  35 07 31.23068(N)    090 04 23.75013(W)     ADJUSTED  
 DE9669* NAVD 88     -        91.43   (meters)     300.0    (feet)  GPS OBS   
 DE9669  ___________________________________________________________________
 DE9669  X           -      -6,677.980 (meters)                     COMP
 DE9669  Y           -  -5,222,486.605 (meters)                     COMP
 DE9669  Z           -   3,649,285.897 (meters)                     COMP
 DE9669  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DE9669  ELLIP HEIGHT-          64.11  (meters)          (01/24/03) GPS OBS
 DE9669  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DE9669
 DE9669  HORZ ORDER  -  FIRST
 DE9669  ELLP ORDER  -  SECOND    CLASS II
 DE9669
 DE9669.The horizontal coordinates were established by GPS observations
 DE9669.and adjusted by the National Geodetic Survey in January 2003..
 DE9669
 DE9669.The orthometric height was determined by GPS observations and a
 DE9669.high-resolution geoid model using precise GPS observation and
 DE9669.processing techniques.
 DE9669
 DE9669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9669
 DE9669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9669
 DE9669.The ellipsoidal height was determined by GPS observations
 DE9669.and is referenced to NAD 83.
 DE9669
 DE9669.The geoid height was determined by GEOID03.
 DE9669
 DE9669;                    North         East     Units Scale Factor Converg.
 DE9669;SPC TN       -    95,599.568   228,825.248   MT  1.00002434   -2 23 04.7
 DE9669;SPC TN       -   313,646.25    750,737.50   sFT  1.00002434   -2 23 04.7
 DE9669;UTM  15      - 3,890,864.385   766,701.125   MT  1.00047671   +1 41 05.8
 DE9669;UTM  16      - 3,891,267.144   219,942.154   MT  1.00056674   -1 46 09.9
 DE9669
 DE9669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9669!SPC TN       -   0.99998994  x   1.00002434  =   1.00001428
 DE9669!UTM  15      -   0.99998994  x   1.00047671  =   1.00046664
 DE9669!UTM  16      -   0.99998994  x   1.00056674  =   1.00055667
 DE9669
 DE9669                          SUPERSEDED SURVEY CONTROL
 DE9669
 DE9669.No superseded survey control is available for this station.
 DE9669
 DE9669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6670190864(NAD 83)
 DE9669_MARKER: F = FLANGE-ENCASED ROD
 DE9669_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9669+WITH SETTING: INFORMATION.
 DE9669_STAMPING: MEMPHIS GAGE REF 2001
 DE9669_MARK LOGO: USACE 
 DE9669_PROJECTION: RECESSED 15 CENTIMETERS
 DE9669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9669+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 DE9669_ROD/PIPE-DEPTH:  2.1 meters
 DE9669
 DE9669  HISTORY     - Date     Condition        Report By
 DE9669  HISTORY     - 20010607 MONUMENTED       USACE
 DE9669  HISTORY     - 20011014 GOOD             3001
 DE9669
 DE9669                          STATION DESCRIPTION
 DE9669
 DE9669'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9669'THE STATION IS LOCATED IN MEMPHIS, TN, 8.55 MILES NORTHWEST OF
 DE9669'OAKVILLE, TN.  3.31 MILES
 DE9669'NORTH-NORTHWEST OF JUNCTION OF I-55 EXIT 7 AND US 61, 0.2 MILES WEST
 DE9669'OF I-55 EXIT 12B, AT
 DE9669'CRUMP PARK.
 DE9669' 
 DE9669'TO REACH THE STATION FROM THE INTERSECTION OF RIVERSIDE DRIVE AND
 DE9669'GEORGIA AVE, IN SW
 DE9669'MEMPHIS, PROCEED SOUTH ON RIVERSIDE AS IT BECOMES S/B I-55, 0.25 MILES
 DE9669'TO AN EXIT, RIGHT, TO
 DE9669'ST. LOUIS.  PROCEED TO EXIT 12C APPROXIMATELY 0.25 MILES.  PROCEED 0.5
 DE9669'MILES TO ALSTON AOE,
 DE9669'AT ENTRANCE TO CRUMP PARK, ON ALSTON.  PROCEED APPROXIMATELY 300 FEET
 DE9669'TO MARK ON
 DE9669'RIGHT ON THE TOP OF BRIDGE EMBANKMENT.  (ALSO REACHED BY I-55 EXIT 12C
 DE9669'S/B, TAKE RIGHT AT Y,
 DE9669'TO DAYS INN AND CRUMP PARK.)
 DE9669' 
 DE9669'THE STATION IS A MEMPHIS DISTRICT COE ALUMINUM DISK, ON AN IRON ROD
 DE9669'DRIVEN 7 FEET IN
 DE9669'GROUND.  MONUMENT IS STAMPED MEMPHIS GAGE REF 2001.  MONUMENT IS 22
 DE9669'FEET SOUTH OF END
 DE9669'OF CHAIN LINK FENCE.  12.45 FEET SOUTHEAST OF A CARSONITE WITNESS
 DE9669'POST, AND SOUTH CORNER
 DE9669'OF LARGE CONCRETE BLOCK.  128 FEET EAST OF A 24 INCH OAK TREE, CLOSEST
 DE9669'TO THE BRIDGE.
 DE9669'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2020 ***********************************************************************
 FF2020  DESIGNATION -  MEMPHIS ALLEN ELEC STA W STK
 FF2020  PID         -  FF2020
 FF2020  STATE/COUNTY-  TN/SHELBY
 FF2020  USGS QUAD   -  FLETCHER LAKE (1993)
 FF2020
 FF2020                         *CURRENT SURVEY CONTROL
 FF2020  ___________________________________________________________________
 FF2020* NAD 83(1995)-  35 04 27.24536(N)    090 08 57.78928(W)     ADJUSTED  
 FF2020* NAVD 88     -                                                        
 FF2020  ___________________________________________________________________
 FF2020  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FF2020  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FF2020
 FF2020  HORZ ORDER  -  THIRD
 FF2020
 FF2020.The horizontal coordinates were established by classical geodetic methods
 FF2020.and adjusted by the National Geodetic Survey in April 1999..
 FF2020
 FF2020
 FF2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2020
 FF2020.The geoid height was determined by GEOID03.
 FF2020
 FF2020;                    North         East     Units Scale Factor Converg.
 FF2020;SPC TN       -    90,225.954   221,652.449   MT  1.00003567   -2 25 45.2
 FF2020;SPC TN       -   296,016.32    727,204.74   sFT  1.00003567   -2 25 45.2
 FF2020;SPC AR N     -    83,783.034   568,772.348   MT  0.99997529   +1 04 36.7
 FF2020;SPC AR N     -   274,878.17  1,866,047.28   sFT  0.99997529   +1 04 36.7
 FF2020;UTM  15      - 3,884,992.871   759,924.818   MT  1.00043273   +1 38 20.4
 FF2020
 FF2020                          SUPERSEDED SURVEY CONTROL
 FF2020
 FF2020  NAD 83(1995)-  35 04 27.24812(N)    090 08 57.78782(W) AD(       ) 4
 FF2020  NAD 83(1995)-  35 04 27.25284(N)    090 08 57.78739(W) AD(       ) 4
 FF2020  NAD 83(1986)-  35 04 27.25550(N)    090 08 57.79070(W) AD(       ) 4
 FF2020  NAD 27      -  35 04 26.91900(N)    090 08 57.44400(W) AD(       ) 3
 FF2020
 FF2020.Superseded values are not recommended for survey control.
 FF2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2020.See file dsdata.txt to determine how the superseded data were derived.
 FF2020
 FF2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5992584993(NAD 83)
 FF2020_MARKER: 63 = STACK
 FF2020
 FF2020  HISTORY     - Date     Condition        Report By
 FF2020  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF2020
 FF2020                          STATION DESCRIPTION
 FF2020
 FF2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF2020'THE STATION IS THE CENTER OF THE TOP OF THE THOMAS H. ALLEN
 FF2020'ELECTRIC GENERATING STATION, WEST STACK AND IS THE WESTERLY
 FF2020'ONE OF THREE IDENTICAL STACKS, OWNED BY THE MEMPHIS LIGHT,
 FF2020'GAS AND WATER DIVISION.  IT IS LOCATED ABOUT 5 MILES SOUTHWEST
 FF2020'OF THE BUSINESS CENTER OF MEMPHIS, ON THE SOUTH SIDE OF THE
 FF2020'MC KELLAR LAKE, ACROSS FROM THE PRESIDENTS ISLAND INDUSTRIAL
 FF2020'DEVELOPMENT CENTER.  THE STACK IS 400 FEET HIGH.
 FF2020'
 FF2020'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FF2020'61 AND MITCHELL ROAD ABOUT 1.0 MILE SOUTH OF THE MEMPHIS CITY
 FF2020'LIMITS, GO WEST ON MITCHELL ROAD FOR 5.4 MILES TO THE STATION
 FF2020'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1997 ***********************************************************************
 FF1997  DESIGNATION -  MEMPHIS COLUMBUS TWR FLAGPOLE
 FF1997  PID         -  FF1997
 FF1997  STATE/COUNTY-  TN/SHELBY
 FF1997  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1997
 FF1997                         *CURRENT SURVEY CONTROL
 FF1997  ___________________________________________________________________
 FF1997* NAD 83(1995)-  35 08 48.34970(N)    090 03 07.13656(W)     ADJUSTED  
 FF1997* NAVD 88     -                                                        
 FF1997  ___________________________________________________________________
 FF1997  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 FF1997  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1997
 FF1997  HORZ ORDER  -  THIRD
 FF1997
 FF1997.The horizontal coordinates were established by classical geodetic methods
 FF1997.and adjusted by the National Geodetic Survey in April 1999..
 FF1997
 FF1997
 FF1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1997
 FF1997.The geoid height was determined by GEOID03.
 FF1997
 FF1997;                    North         East     Units Scale Factor Converg.
 FF1997;SPC TN       -    97,893.699   230,861.782   MT  1.00001982   -2 22 19.9
 FF1997;SPC TN       -   321,172.91    757,419.03   sFT  1.00001982   -2 22 19.9
 FF1997;SPC AR N     -    91,999.120   577,495.049   MT  0.99996490   +1 08 00.8
 FF1997;SPC AR N     -   301,833.78  1,894,665.01   sFT  0.99996490   +1 08 00.8
 FF1997;UTM  15      - 3,893,298.393   768,570.561   MT  1.00048904   +1 41 53.2
 FF1997;UTM  16      - 3,893,584.236   221,955.042   MT  1.00055289   -1 45 29.1
 FF1997
 FF1997                          SUPERSEDED SURVEY CONTROL
 FF1997
 FF1997  NAD 83(1995)-  35 08 48.35304(N)    090 03 07.13589(W) AD(       ) 4
 FF1997  NAD 83(1995)-  35 08 48.35697(N)    090 03 07.13580(W) AD(       ) 4
 FF1997  NAD 83(1986)-  35 08 48.36013(N)    090 03 07.13765(W) AD(       ) 4
 FF1997  NAD 27      -  35 08 48.03500(N)    090 03 06.80600(W) AD(       ) 3
 FF1997
 FF1997.Superseded values are not recommended for survey control.
 FF1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1997.See file dsdata.txt to determine how the superseded data were derived.
 FF1997
 FF1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6857193298(NAD 83)
 FF1997_MARKER: 62 = FLAGPOLE
 FF1997
 FF1997  HISTORY     - Date     Condition        Report By
 FF1997  HISTORY     - 1929     FIRST OBSERVED   CGS
 FF1997  HISTORY     - 20050301 GOOD             GEOCAC
 FF1997
 FF1997                          STATION DESCRIPTION
 FF1997
 FF1997'DESCRIBED BY GEOCACHING 2005 (MFL)
 FF1997'BUILDING IS CURRENTLY THE LINCOLN AMERICAN TOWER, PREVIOUSLY THE
 FF1997'COLUMBIAN MUTUAL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2576 ***********************************************************************
 FE2576  DESIGNATION -  MEMPHIS EVERGREEN PRESB CHURCH
 FE2576  PID         -  FE2576
 FE2576  STATE/COUNTY-  TN/SHELBY
 FE2576  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2576
 FE2576                         *CURRENT SURVEY CONTROL
 FE2576  ___________________________________________________________________
 FE2576* NAD 83(1995)-  35 09 14.19660(N)    089 59 33.72381(W)     ADJUSTED  
 FE2576* NAVD 88     -                                                        
 FE2576  ___________________________________________________________________
 FE2576  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 FE2576  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE2576
 FE2576  HORZ ORDER  -  THIRD
 FE2576
 FE2576.The horizontal coordinates were established by classical geodetic methods
 FE2576.and adjusted by the National Geodetic Survey in April 1999..
 FE2576
 FE2576
 FE2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2576
 FE2576.The geoid height was determined by GEOID03.
 FE2576
 FE2576;                    North         East     Units Scale Factor Converg.
 FE2576;SPC TN       -    98,467.628   236,291.818   MT  1.00001834   -2 20 14.9
 FE2576;SPC TN       -   323,055.88    775,234.07   sFT  1.00001834   -2 20 14.9
 FE2576;SPC AR N     -    92,903.955   582,879.535   MT  0.99996396   +1 10 05.0
 FE2576;SPC AR N     -   304,802.39  1,912,330.61   sFT  0.99996396   +1 10 05.0
 FE2576;UTM  16      - 3,894,216.619   227,381.413   MT  1.00051605   -1 43 27.1
 FE2576;UTM  15      - 3,894,256.758   773,948.787   MT  1.00052501   +1 43 57.4
 FE2576
 FE2576                          SUPERSEDED SURVEY CONTROL
 FE2576
 FE2576  NAD 83(1995)-  35 09 14.19905(N)    089 59 33.72331(W) AD(       ) 4
 FE2576  NAD 83(1995)-  35 09 14.20208(N)    089 59 33.72345(W) AD(       ) 4
 FE2576  NAD 83(1986)-  35 09 14.20697(N)    089 59 33.72481(W) AD(       ) 4
 FE2576  NAD 27      -  35 09 13.88400(N)    089 59 33.40100(W) AD(       ) 3
 FE2576
 FE2576.Superseded values are not recommended for survey control.
 FE2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2576.See file dsdata.txt to determine how the superseded data were derived.
 FE2576
 FE2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2738194217(NAD 83)
 FE2576_MARKER: 90 = CHURCH SPIRE
 FE2576
 FE2576  HISTORY     - Date     Condition        Report By
 FE2576  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2576
 FE2576                          STATION DESCRIPTION
 FE2576
 FE2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2576'THE STATION IS THE CENTER OF THE TOP OF THE EVERGREEN PRESBYTERIAN
 FE2576'CHURCH SPIRE, LOCATED IN THE SOUTHWEST CORNER OF UNIVERSITY
 FE2576'STREET AND TUTWILER AVENUE IN THE NORTH SECTION OF MEMPHIS. THE SPIRE
 FE2576'IS COVERED WITH WHITE SLATE AND IS OVER THE EAST ENTRANCE OF THE RED
 FE2576'BRICK CHURCH. THE OVERALL HEIGHT IS ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1983 ***********************************************************************
 FF1983  DESIGNATION -  MEMPHIS FIRESTONE TIRE CO STK
 FF1983  PID         -  FF1983
 FF1983  STATE/COUNTY-  TN/SHELBY
 FF1983  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1983
 FF1983                         *CURRENT SURVEY CONTROL
 FF1983  ___________________________________________________________________
 FF1983* NAD 83(1995)-  35 10 36.76801(N)    090 01 38.35360(W)     ADJUSTED  
 FF1983* NAVD 88     -                                                        
 FF1983  ___________________________________________________________________
 FF1983  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FF1983  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1983
 FF1983  HORZ ORDER  -  THIRD
 FF1983
 FF1983.The horizontal coordinates were established by classical geodetic methods
 FF1983.and adjusted by the National Geodetic Survey in April 1999..
 FF1983
 FF1983
 FF1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1983
 FF1983.The geoid height was determined by GEOID03.
 FF1983
 FF1983;                    North         East     Units Scale Factor Converg.
 FF1983;SPC TN       -   101,139.387   233,244.684   MT  1.00001371   -2 21 27.9
 FF1983;SPC TN       -   331,821.47    765,236.93   sFT  1.00001371   -2 21 27.9
 FF1983;SPC AR N     -    95,384.262   579,674.907   MT  0.99996105   +1 08 52.4
 FF1983;SPC AR N     -   312,939.87  1,901,816.76   sFT  0.99996105   +1 08 52.4
 FF1983;UTM  15      - 3,896,706.687   770,718.069   MT  1.00050331   +1 42 49.0
 FF1983;UTM  16      - 3,896,856.974   224,304.302   MT  1.00053684   -1 44 42.5
 FF1983
 FF1983                          SUPERSEDED SURVEY CONTROL
 FF1983
 FF1983  NAD 83(1995)-  35 10 36.77065(N)    090 01 38.35274(W) AD(       ) 4
 FF1983  NAD 83(1995)-  35 10 36.77376(N)    090 01 38.35236(W) AD(       ) 4
 FF1983  NAD 83(1986)-  35 10 36.77841(N)    090 01 38.35470(W) AD(       ) 4
 FF1983  NAD 27      -  35 10 36.45500(N)    090 01 38.03000(W) AD(       ) 3
 FF1983
 FF1983.Superseded values are not recommended for survey control.
 FF1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1983.See file dsdata.txt to determine how the superseded data were derived.
 FF1983
 FF1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7071896707(NAD 83)
 FF1983_MARKER: 63 = STACK
 FF1983
 FF1983  HISTORY     - Date     Condition        Report By
 FF1983  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1983  HISTORY     - 1957     GOOD             CGS
 FF1983
 FF1983                          STATION DESCRIPTION
 FF1983
 FF1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF1983'THE STATION IS LOCATED IN THE NORTHWEST PART OF TOWN, 2
 FF1983'BLOCKS WEST OF MOOREHEAD ST. AND 1 BLOCK NORTH OF FIRESTONE
 FF1983'AVE. AT THE POWER PLANT OF THE FIRESTONE RUBBER CO.  IT IS
 FF1983'A LARGE CONCRETE STACK, 15 FEET IN DIAMETER AT THE BASE AND
 FF1983'HAS AN OVERALL HEIGHT OF APPROXIMATELY 225 FEET.
 FF1983'
 FF1983'THE POINT OVSERVED WAS THE CENTER OF THE TOP OF STACK.
 FF1983
 FF1983                          STATION RECOVERY (1957)
 FF1983
 FF1983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1983'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  IN THE
 FF1983'1954 DESCRIPTION IT WAS CALLED THE FIRESTONE RUBBER CO.
 FF1983'STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2019 ***********************************************************************
 FF2019  DESIGNATION -  MEMPHIS FORD MOTOR WATER TANK
 FF2019  PID         -  FF2019
 FF2019  STATE/COUNTY-  TN/SHELBY
 FF2019  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2019
 FF2019                         *CURRENT SURVEY CONTROL
 FF2019  ___________________________________________________________________
 FF2019* NAD 83(1995)-  35 06 33.69400(N)    090 04 38.58999(W)     ADJUSTED  
 FF2019* NAVD 88     -                                                        
 FF2019  ___________________________________________________________________
 FF2019  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FF2019  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2019
 FF2019  HORZ ORDER  -  THIRD
 FF2019
 FF2019.The horizontal coordinates were established by classical geodetic methods
 FF2019.and adjusted by the National Geodetic Survey in April 1999..
 FF2019
 FF2019
 FF2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2019
 FF2019.The geoid height was determined by GEOID03.
 FF2019
 FF2019;                    North         East     Units Scale Factor Converg.
 FF2019;SPC TN       -    93,843.570   228,375.979   MT  1.00002780   -2 23 13.4
 FF2019;SPC TN       -   307,885.11    749,263.52   sFT  1.00002780   -2 23 13.4
 FF2019;SPC AR N     -    87,804.802   575,261.686   MT  0.99997006   +1 07 07.6
 FF2019;SPC AR N     -   288,072.92  1,887,337.71   sFT  0.99997006   +1 07 07.6
 FF2019;UTM  15      - 3,889,080.131   766,377.454   MT  1.00047459   +1 40 54.8
 FF2019;UTM  16      - 3,889,505.465   219,511.546   MT  1.00056972   -1 46 15.9
 FF2019
 FF2019                          SUPERSEDED SURVEY CONTROL
 FF2019
 FF2019  NAD 83(1995)-  35 06 33.69623(N)    090 04 38.58935(W) AD(       ) 4
 FF2019  NAD 83(1995)-  35 06 33.70014(N)    090 04 38.58918(W) AD(       ) 4
 FF2019  NAD 83(1986)-  35 06 33.70421(N)    090 04 38.59122(W) AD(       ) 4
 FF2019  NAD 27      -  35 06 33.37300(N)    090 04 38.25500(W) AD(       ) 3
 FF2019
 FF2019.Superseded values are not recommended for survey control.
 FF2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2019.See file dsdata.txt to determine how the superseded data were derived.
 FF2019
 FF2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6637789080(NAD 83)
 FF2019_MARKER: 53 = ELEVATED TANK
 FF2019
 FF2019  HISTORY     - Date     Condition        Report By
 FF2019  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF2019
 FF2019                          STATION DESCRIPTION
 FF2019
 FF2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF2019'THE STATION IS THE CENTER OF THE APEX OF THE FORD MOTOR
 FF2019'COMPANY (MEMPHIS ASSEMBLEY PLANT) WATER TANK, LOCATED AT
 FF2019'THE SOUTHWEST SECTION OF MEMPHIS, BETWEEN THE OIL HOUSE AND
 FF2019'POWER HOUSE AND JUST NORTH OF THE MAIN ASSEMBLEY BUILDING
 FF2019'AT 1429 RIVERSIDE.  THE TANK IS SUPPORTED BY A FOUR LEGGED
 FF2019'STEEL STRUCTURE, HAS FORD IN NEON LIGHTS ON THE SIDES OF
 FF2019'THE TANK.  THE OVERALL HEIGHT IS 132 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1979 ***********************************************************************
 FF1979  DESIGNATION -  MEMPHIS FURNITURE MFG CO TANK
 FF1979  PID         -  FF1979
 FF1979  STATE/COUNTY-  TN/SHELBY
 FF1979  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1979
 FF1979                         *CURRENT SURVEY CONTROL
 FF1979  ___________________________________________________________________
 FF1979* NAD 83(1995)-  35 07 44.62563(N)    090 01 44.02946(W)     ADJUSTED  
 FF1979* NAVD 88     -                                                        
 FF1979  ___________________________________________________________________
 FF1979  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FF1979  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1979
 FF1979  HORZ ORDER  -  THIRD
 FF1979
 FF1979.The horizontal coordinates were established by classical geodetic methods
 FF1979.and adjusted by the National Geodetic Survey in April 1999..
 FF1979
 FF1979
 FF1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1979
 FF1979.The geoid height was determined by GEOID03.
 FF1979
 FF1979;                    North         East     Units Scale Factor Converg.
 FF1979;SPC TN       -    95,844.677   232,882.854   MT  1.00002354   -2 21 31.2
 FF1979;SPC TN       -   314,450.41    764,049.83   sFT  1.00002354   -2 21 31.2
 FF1979;SPC AR N     -    90,077.623   579,637.513   MT  0.99996729   +1 08 49.1
 FF1979;SPC AR N     -   295,529.67  1,901,694.07   sFT  0.99996729   +1 08 49.1
 FF1979;UTM  15      - 3,891,397.076   770,732.985   MT  1.00050342   +1 42 38.4
 FF1979;UTM  16      - 3,891,555.941   223,999.041   MT  1.00053893   -1 44 38.4
 FF1979
 FF1979                          SUPERSEDED SURVEY CONTROL
 FF1979
 FF1979  NAD 83(1995)-  35 07 44.62796(N)    090 01 44.02887(W) AD(       ) 4
 FF1979  NAD 83(1995)-  35 07 44.63144(N)    090 01 44.02880(W) AD(       ) 4
 FF1979  NAD 83(1986)-  35 07 44.63590(N)    090 01 44.03044(W) AD(       ) 4
 FF1979  NAD 27      -  35 07 44.31000(N)    090 01 43.70000(W) AD(       ) 3
 FF1979
 FF1979.Superseded values are not recommended for survey control.
 FF1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1979.See file dsdata.txt to determine how the superseded data were derived.
 FF1979
 FF1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7073391397(NAD 83)
 FF1979
 FF1979  HISTORY     - Date     Condition        Report By
 FF1979  HISTORY     - 1957     MONUMENTED       CGS
 FF1979
 FF1979                          STATION DESCRIPTION
 FF1979
 FF1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1979'THE STATION IS THE CENTER OF THE APEX OF THE MEMPHIS FURNITURE
 FF1979'MFG. CO., WATER TANK, LOCATED IN THE SOUTH CENTRAL SECTION
 FF1979'OF MEMPHIS, 658 SOUTH DUDLEY STREET AND IS AT EAST SIDE OF
 FF1979'THE PLANTS MACHINERY ROOM.  THE TANK IS SUPPORTED BY A FOUR
 FF1979'LEGGED STEEL STRUCTURE, PAINTED ALUMINUM AND HAS THE INSCRIPTION
 FF1979'MEMPHIS FURNITURE IN BLACK LETTERS ON THREE SIDES OF THE
 FF1979'TANK, OVERALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2017 ***********************************************************************
 FF2017  DESIGNATION -  MEMPHIS ILL CENTRAL RR STK
 FF2017  PID         -  FF2017
 FF2017  STATE/COUNTY-  TN/SHELBY
 FF2017  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2017
 FF2017                         *CURRENT SURVEY CONTROL
 FF2017  ___________________________________________________________________
 FF2017* NAD 83(1995)-  35 07 14.16439(N)    090 03 28.79720(W)     ADJUSTED  
 FF2017* NAVD 88     -                                                        
 FF2017  ___________________________________________________________________
 FF2017  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FF2017  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2017
 FF2017  HORZ ORDER  -  THIRD
 FF2017
 FF2017.The horizontal coordinates were established by classical geodetic methods
 FF2017.and adjusted by the National Geodetic Survey in April 1999..
 FF2017
 FF2017
 FF2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2017
 FF2017.The geoid height was determined by GEOID03.
 FF2017
 FF2017;                    North         East     Units Scale Factor Converg.
 FF2017;SPC TN       -    95,016.283   230,193.638   MT  1.00002536   -2 22 32.6
 FF2017;SPC TN       -   311,732.59    755,226.96   sFT  1.00002536   -2 22 32.6
 FF2017;SPC AR N     -    89,086.396   577,004.132   MT  0.99996846   +1 07 48.2
 FF2017;SPC AR N     -   292,277.62  1,893,054.39   sFT  0.99996846   +1 07 48.2
 FF2017;UTM  15      - 3,890,379.457   768,108.100   MT  1.00048599   +1 41 36.7
 FF2017;UTM  16      - 3,890,698.281   221,317.467   MT  1.00055727   -1 45 37.4
 FF2017
 FF2017                          SUPERSEDED SURVEY CONTROL
 FF2017
 FF2017  NAD 83(1995)-  35 07 14.16661(N)    090 03 28.79662(W) AD(       ) 4
 FF2017  NAD 83(1995)-  35 07 14.17032(N)    090 03 28.79644(W) AD(       ) 4
 FF2017  NAD 83(1986)-  35 07 14.17463(N)    090 03 28.79835(W) AD(       ) 4
 FF2017  NAD 27      -  35 07 13.84400(N)    090 03 28.46500(W) AD(       ) 3
 FF2017
 FF2017.Superseded values are not recommended for survey control.
 FF2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2017.See file dsdata.txt to determine how the superseded data were derived.
 FF2017
 FF2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6810890379(NAD 83)
 FF2017_MARKER: 63 = STACK
 FF2017
 FF2017  HISTORY     - Date     Condition        Report By
 FF2017  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF2017
 FF2017                          STATION DESCRIPTION
 FF2017
 FF2017'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2013 ***********************************************************************
 FF2013  DESIGNATION -  MEMPHIS INTL HARVESTER TANK
 FF2013  PID         -  FF2013
 FF2013  STATE/COUNTY-  TN/SHELBY
 FF2013  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2013
 FF2013                         *CURRENT SURVEY CONTROL
 FF2013  ___________________________________________________________________
 FF2013* NAD 83(1995)-  35 06 36.24823(N)    090 04 14.75478(W)     ADJUSTED  
 FF2013* NAVD 88     -                                                        
 FF2013  ___________________________________________________________________
 FF2013  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FF2013  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2013
 FF2013  HORZ ORDER  -  THIRD
 FF2013
 FF2013.The horizontal coordinates were established by classical geodetic methods
 FF2013.and adjusted by the National Geodetic Survey in April 1999..
 FF2013
 FF2013
 FF2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2013
 FF2013.The geoid height was determined by GEOID03.
 FF2013
 FF2013;                    North         East     Units Scale Factor Converg.
 FF2013;SPC TN       -    93,897.099   228,982.350   MT  1.00002764   -2 22 59.5
 FF2013;SPC TN       -   308,060.73    751,252.93   sFT  1.00002764   -2 22 59.5
 FF2013;SPC AR N     -    87,895.304   575,863.614   MT  0.99996996   +1 07 21.4
 FF2013;SPC AR N     -   288,369.84  1,889,312.54   sFT  0.99996996   +1 07 21.4
 FF2013;UTM  15      - 3,889,176.594   766,978.768   MT  1.00047854   +1 41 08.7
 FF2013;UTM  16      - 3,889,565.541   220,117.633   MT  1.00056553   -1 46 02.3
 FF2013
 FF2013                          SUPERSEDED SURVEY CONTROL
 FF2013
 FF2013  NAD 83(1995)-  35 06 36.25067(N)    090 04 14.75402(W) AD(       ) 4
 FF2013  NAD 83(1995)-  35 06 36.25475(N)    090 04 14.75391(W) AD(       ) 4
 FF2013  NAD 83(1986)-  35 06 36.25850(N)    090 04 14.75594(W) AD(       ) 4
 FF2013  NAD 27      -  35 06 35.92800(N)    090 04 14.42100(W) AD(       ) 3
 FF2013
 FF2013.Superseded values are not recommended for survey control.
 FF2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2013.See file dsdata.txt to determine how the superseded data were derived.
 FF2013
 FF2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6697989177(NAD 83)
 FF2013_MARKER: 53 = ELEVATED TANK
 FF2013
 FF2013  HISTORY     - Date     Condition        Report By
 FF2013  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF2013  HISTORY     - 1957     GOOD             CGS
 FF2013
 FF2013                          STATION DESCRIPTION
 FF2013
 FF2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2013'THE STATION IS LOCATED IN THE SOUTHWEST PART OF TOWN, 1 BLOCK
 FF2013'WEST OF LOUISIANA ST. AND 200 FEET SOUTH OF WEST OLIVE AVE.
 FF2013'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A ROUND SHAPED
 FF2013'TANK AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 135 FEET.
 FF2013'
 FF2013'THE POINT OBSERVED WAS A BALL AT THE CENTER OF THE TOP OF
 FF2013'TANK.
 FF2013
 FF2013                          STATION RECOVERY (1957)
 FF2013
 FF2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF2013'THE STATION WAS RECOVERED AND THE 1954 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1996 ***********************************************************************
 FF1996  DESIGNATION -  MEMPHIS LOW CHIMNEY
 FF1996  PID         -  FF1996
 FF1996  STATE/COUNTY-  TN/SHELBY
 FF1996  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1996
 FF1996                         *CURRENT SURVEY CONTROL
 FF1996  ___________________________________________________________________
 FF1996* NAD 83(1995)-  35 07 35.26841(N)    090 02 59.87210(W)     ADJUSTED  
 FF1996* NAVD 88     -                                                        
 FF1996  ___________________________________________________________________
 FF1996  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FF1996  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1996
 FF1996  HORZ ORDER  -  THIRD
 FF1996
 FF1996.The horizontal coordinates were established by classical geodetic methods
 FF1996.and adjusted by the National Geodetic Survey in April 1999..
 FF1996
 FF1996
 FF1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1996
 FF1996.The geoid height was determined by GEOID03.
 FF1996
 FF1996;                    North         East     Units Scale Factor Converg.
 FF1996;SPC TN       -    95,635.784   230,952.334   MT  1.00002410   -2 22 15.6
 FF1996;SPC TN       -   313,765.07    757,716.12   sFT  1.00002410   -2 22 15.6
 FF1996;SPC AR N     -    89,751.093   577,723.487   MT  0.99996765   +1 08 05.0
 FF1996;SPC AR N     -   294,458.38  1,895,414.47   sFT  0.99996765   +1 08 05.0
 FF1996;UTM  15      - 3,891,051.548   768,821.252   MT  1.00049071   +1 41 54.3
 FF1996;UTM  16      - 3,891,326.225   222,069.868   MT  1.00055210   -1 45 21.7
 FF1996
 FF1996                          SUPERSEDED SURVEY CONTROL
 FF1996
 FF1996  NAD 83(1995)-  35 07 35.26982(N)    090 02 59.87038(W) AD(       ) 4
 FF1996  NAD 83(1995)-  35 07 35.27273(N)    090 02 59.86966(W) AD(       ) 4
 FF1996  NAD 83(1986)-  35 07 35.27876(N)    090 02 59.87322(W) AD(       ) 4
 FF1996  NAD 27      -  35 07 34.95200(N)    090 02 59.54000(W) AD(       ) 3
 FF1996
 FF1996.Superseded values are not recommended for survey control.
 FF1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1996.See file dsdata.txt to determine how the superseded data were derived.
 FF1996
 FF1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6882191052(NAD 83)
 FF1996_MARKER: 85 = CHIMNEY
 FF1996
 FF1996  HISTORY     - Date     Condition        Report By
 FF1996  HISTORY     - 1914     FIRST OBSERVED   CGS
 FF1996
 FF1996                          STATION DESCRIPTION
 FF1996
 FF1996'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2577 ***********************************************************************
 FE2577  DESIGNATION -  MEMPHIS MC LEAN BAPTIST CH
 FE2577  PID         -  FE2577
 FE2577  STATE/COUNTY-  TN/SHELBY
 FE2577  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2577
 FE2577                         *CURRENT SURVEY CONTROL
 FE2577  ___________________________________________________________________
 FE2577* NAD 83(1995)-  35 09 36.57267(N)    089 59 47.97682(W)     ADJUSTED  
 FE2577* NAVD 88     -                                                        
 FE2577  ___________________________________________________________________
 FE2577  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FE2577  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE2577
 FE2577  HORZ ORDER  -  THIRD
 FE2577
 FE2577.The horizontal coordinates were established by classical geodetic methods
 FE2577.and adjusted by the National Geodetic Survey in April 1999..
 FE2577
 FE2577
 FE2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2577
 FE2577.The geoid height was determined by GEOID03.
 FE2577
 FE2577;                    North         East     Units Scale Factor Converg.
 FE2577;SPC TN       -    99,171.364   235,959.518   MT  1.00001707   -2 20 23.3
 FE2577;SPC TN       -   325,364.72    774,143.85   sFT  1.00001707   -2 20 23.3
 FE2577;SPC AR N     -    93,586.018   582,504.847   MT  0.99996315   +1 09 56.7
 FE2577;SPC AR N     -   307,040.13  1,911,101.32   sFT  0.99996315   +1 09 56.7
 FE2577;UTM  16      - 3,894,917.108   227,041.431   MT  1.00051833   -1 43 36.2
 FE2577;UTM  15      - 3,894,935.476   773,567.181   MT  1.00052243   +1 43 50.1
 FE2577
 FE2577                          SUPERSEDED SURVEY CONTROL
 FE2577
 FE2577  NAD 83(1995)-  35 09 36.57509(N)    089 59 47.97633(W) AD(       ) 4
 FE2577  NAD 83(1995)-  35 09 36.57808(N)    089 59 47.97636(W) AD(       ) 4
 FE2577  NAD 83(1986)-  35 09 36.58305(N)    089 59 47.97788(W) AD(       ) 4
 FE2577  NAD 27      -  35 09 36.25900(N)    089 59 47.65500(W) AD(       ) 3
 FE2577
 FE2577.Superseded values are not recommended for survey control.
 FE2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2577.See file dsdata.txt to determine how the superseded data were derived.
 FE2577
 FE2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2704194917(NAD 83)
 FE2577_MARKER: 90 = CHURCH SPIRE
 FE2577
 FE2577  HISTORY     - Date     Condition        Report By
 FE2577  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2577  HISTORY     - 1959     GOOD             CGS
 FE2577
 FE2577                          STATION DESCRIPTION
 FE2577
 FE2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2577'THE STATION IS THE CENTER OF THE TOP OF THE MCLEAN BAPTIST CHURCH
 FE2577'SPIRE, LOCATED IN THE SOUTHWEST CORNER OF JACKSON AVENUE AND
 FE2577'MCLEAN BLVD. IN THE NORTH SECTION OF MEMPHIS. IT IS A WOODEN SPIRE,
 FE2577'PAINTED WHITE AND IS OVER THE EAST ENTRANCE OF THE WHITE BRICK
 FE2577'CHURCH. THE OVERALL HEIGHT IS 208 FEET.
 FE2577
 FE2577                          STATION RECOVERY (1959)
 FE2577
 FE2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2577'THE STATION WAS RECOVERED AS DESCRIBED.  THE 1957 DESCRIPTION IS
 FE2577'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1977 ***********************************************************************
 FF1977  DESIGNATION -  MEMPHIS N PARKWAY PUMP STA STK
 FF1977  PID         -  FF1977
 FF1977  STATE/COUNTY-  TN/SHELBY
 FF1977  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1977
 FF1977                         *CURRENT SURVEY CONTROL
 FF1977  ___________________________________________________________________
 FF1977* NAD 83(1995)-  35 09 11.61674(N)    090 01 48.92933(W)     ADJUSTED  
 FF1977* NAVD 88     -                                                        
 FF1977  ___________________________________________________________________
 FF1977  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FF1977  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1977
 FF1977  HORZ ORDER  -  THIRD
 FF1977
 FF1977.The horizontal coordinates were established by classical geodetic methods
 FF1977.and adjusted by the National Geodetic Survey in April 1999..
 FF1977
 FF1977
 FF1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1977
 FF1977.The geoid height was determined by GEOID03.
 FF1977
 FF1977;                    North         East     Units Scale Factor Converg.
 FF1977;SPC TN       -    98,528.419   232,869.272   MT  1.00001849   -2 21 34.1
 FF1977;SPC TN       -   323,255.32    764,005.27   sFT  1.00001849   -2 21 34.1
 FF1977;SPC AR N     -    92,755.365   579,459.863   MT  0.99996405   +1 08 46.3
 FF1977;SPC AR N     -   304,314.89  1,901,111.23   sFT  0.99996405   +1 08 46.3
 FF1977;UTM  15      - 3,894,074.376   770,528.866   MT  1.00050206   +1 42 39.3
 FF1977;UTM  16      - 3,894,240.774   223,956.670   MT  1.00053921   -1 44 45.0
 FF1977
 FF1977                          SUPERSEDED SURVEY CONTROL
 FF1977
 FF1977  NAD 83(1995)-  35 09 11.61906(N)    090 01 48.92895(W) AD(       ) 4
 FF1977  NAD 83(1995)-  35 09 11.62233(N)    090 01 48.92878(W) AD(       ) 4
 FF1977  NAD 83(1986)-  35 09 11.62705(N)    090 01 48.93040(W) AD(       ) 4
 FF1977  NAD 27      -  35 09 11.30300(N)    090 01 48.60300(W) AD(       ) 3
 FF1977
 FF1977.Superseded values are not recommended for survey control.
 FF1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1977.See file dsdata.txt to determine how the superseded data were derived.
 FF1977
 FF1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7052994074(NAD 83)
 FF1977_MARKER: 63 = STACK
 FF1977
 FF1977  HISTORY     - Date     Condition        Report By
 FF1977  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1977
 FF1977                          STATION DESCRIPTION
 FF1977
 FF1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1977'THE STATION IS THE CENTER OF THE TOP OF THE MEMPHIS, NORTH
 FF1977'PARKWAY PUMPING STATION STACK, OWNED BY MEMPHIS LIGHT, GAS
 FF1977'AND WATER DIVISION.  IT IS LOCATED IN THE NORTHWEST SECTION
 FF1977'OF MEMPHIS, 488 NORTH DUNLAP STREET AT THE SOUTHEAST CORNER
 FF1977'OF THE PUMPING STATION BUILDING.
 FF1977'
 FF1977'THE STACK IS 225 FEET HIGH AND IS CONSTRUCTED WITH RED BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2601 ***********************************************************************
 FE2601  DESIGNATION -  MEMPHIS NAS CENTER OF RUNWAY 3
 FE2601  PID         -  FE2601
 FE2601  STATE/COUNTY-  TN/SHELBY
 FE2601  USGS QUAD   -  MILLINGTON (1997)
 FE2601
 FE2601                         *CURRENT SURVEY CONTROL
 FE2601  ___________________________________________________________________
 FE2601* NAD 83(1995)-  35 20 53.11334(N)    089 52 43.85078(W)     ADJUSTED  
 FE2601* NAVD 88     -                                                        
 FE2601  ___________________________________________________________________
 FE2601  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FE2601  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2601
 FE2601  HORZ ORDER  -  THIRD
 FE2601
 FE2601.The horizontal coordinates were established by classical geodetic methods
 FE2601.and adjusted by the National Geodetic Survey in April 1999..
 FE2601
 FE2601
 FE2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2601
 FE2601.The geoid height was determined by GEOID03.
 FE2601
 FE2601;                    North         East     Units Scale Factor Converg.
 FE2601;SPC TN       -   119,572.923   247,511.059   MT  0.99998414   -2 16 15.0
 FE2601;SPC TN       -   392,298.83    812,042.53   sFT  0.99998414   -2 16 15.0
 FE2601;UTM  16      - 3,915,450.097   238,381.050   MT  1.00044357   -1 39 59.3
 FE2601
 FE2601                          SUPERSEDED SURVEY CONTROL
 FE2601
 FE2601  NAD 83(1995)-  35 20 53.12179(N)    089 52 43.85159(W) AD(       ) 4
 FE2601  NAD 83(1995)-  35 20 53.12179(N)    089 52 43.85155(W) AD(       ) 4
 FE2601  NAD 83(1986)-  35 20 53.12479(N)    089 52 43.85199(W) AD(       ) 4
 FE2601  NAD 27      -  35 20 52.81400(N)    089 52 43.54500(W) AD(       ) 3
 FE2601
 FE2601.Superseded values are not recommended for survey control.
 FE2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2601.See file dsdata.txt to determine how the superseded data were derived.
 FE2601
 FE2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3838115450(NAD 83)
 FE2601_MARKER: Z = SEE DESCRIPTION
 FE2601_SETTING: 0 = UNSPECIFIED SETTING
 FE2601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2601
 FE2601  HISTORY     - Date     Condition        Report By
 FE2601  HISTORY     - 1958     MONUMENTED       CGS
 FE2601
 FE2601                          STATION DESCRIPTION
 FE2601
 FE2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2601'THE STATION IS THE END OF THE CENTER EXPANSION JOINT OF THE CONCRETE
 FE2601'RUNWAY AT THE EXTREME SOUTHWEST END OF RUNWAY 3 OF THE MEMPHIS NAVAL
 FE2601'AIR STATION. THIS POINT IS ABOUT 2800 FEET WEST OF THE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2587 ***********************************************************************
 FE2587  DESIGNATION -  MEMPHIS NAS COMPASS ROSE
 FE2587  PID         -  FE2587
 FE2587  STATE/COUNTY-  TN/SHELBY
 FE2587  USGS QUAD   -  BRUNSWICK (1993)
 FE2587
 FE2587                         *CURRENT SURVEY CONTROL
 FE2587  ___________________________________________________________________
 FE2587* NAD 83(1995)-  35 21 03.03145(N)    089 52 21.02627(W)     ADJUSTED  
 FE2587* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 FE2587  ___________________________________________________________________
 FE2587  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FE2587  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2587
 FE2587  HORZ ORDER  -  THIRD
 FE2587
 FE2587.This mark is at Millington Mun Airport (NQA)
 FE2587
 FE2587.The horizontal coordinates were established by classical geodetic methods
 FE2587.and adjusted by the National Geodetic Survey in April 1999..
 FE2587
 FE2587.The orthometric height was scaled from a topographic map.
 FE2587
 FE2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2587
 FE2587.The geoid height was determined by GEOID03.
 FE2587
 FE2587;                    North         East     Units Scale Factor Converg.
 FE2587;SPC TN       -   119,855.524   248,099.007   MT  0.99998374   -2 16 01.6
 FE2587;SPC TN       -   393,226.00    813,971.49   sFT  0.99998374   -2 16 01.6
 FE2587;UTM  16      - 3,915,739.016   238,966.253   MT  1.00043980   -1 39 46.5
 FE2587
 FE2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2587!SPC TN       -   0.99998999  x   0.99998374  =   0.99997373
 FE2587!UTM  16      -   0.99998999  x   1.00043980  =   1.00042979
 FE2587
 FE2587:                Primary Azimuth Mark                     Grid Az
 FE2587:SPC TN       -  MEMPHIS NAS NE GCA                       007 21 52.4
 FE2587:UTM  16      -  MEMPHIS NAS NE GCA                       006 45 37.3
 FE2587
 FE2587|---------------------------------------------------------------------|
 FE2587| PID    Reference Object                     Distance      Geod. Az  |
 FE2587|                                                           dddmmss.s |
 FE2587| FE2588 MEMPHIS NAS NE GCA                  APPROX. 0.7 KM 0050550.8 |
 FE2587| FE2598 TACAN NAVY MEMPHIS NQA              449.822 METERS 0263613.5 |
 FE2587| FE2599 NAVY A STATION                      424.338 METERS 0714130.9 |
 FE2587| FE2594 NAVY                                374.764 METERS 09716     |
 FE2587| FE2601 MEMPHIS NAS CENTER OF RUNWAY 3      APPROX. 0.7 KM 2420340.5 |
 FE2587| FE2590 MEMPHIS NAS SW GCA                  173.186 METERS 33857     |
 FE2587|---------------------------------------------------------------------|
 FE2587
 FE2587                          SUPERSEDED SURVEY CONTROL
 FE2587
 FE2587  NAD 83(1995)-  35 21 03.03991(N)    089 52 21.02709(W) AD(       ) 3
 FE2587  NAD 83(1986)-  35 21 03.04287(N)    089 52 21.02758(W) AD(       ) 3
 FE2587  NAD 27      -  35 21 02.73200(N)    089 52 20.72100(W) AD(       ) 3
 FE2587
 FE2587.Superseded values are not recommended for survey control.
 FE2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2587.See file dsdata.txt to determine how the superseded data were derived.
 FE2587
 FE2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3896615739(NAD 83)
 FE2587_MARKER: Z = SEE DESCRIPTION
 FE2587_SETTING: 0 = UNSPECIFIED SETTING
 FE2587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2587
 FE2587  HISTORY     - Date     Condition        Report By
 FE2587  HISTORY     - 1958     MONUMENTED       CGS
 FE2587
 FE2587                          STATION DESCRIPTION
 FE2587
 FE2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2587'THE STATION IS THE CENTER OF THE METAL TURNTABLE OF THE COMPASS ROSE
 FE2587'OF THE MEMPHIS NAVAL AIR STATION. THIS POINT IS ABOUT 800 FEET
 FE2587'WEST, NORTHWEST OF THE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2588 ***********************************************************************
 FE2588  DESIGNATION -  MEMPHIS NAS NE GCA
 FE2588  PID         -  FE2588
 FE2588  STATE/COUNTY-  TN/SHELBY
 FE2588  USGS QUAD   -  BRUNSWICK (1993)
 FE2588
 FE2588                         *CURRENT SURVEY CONTROL
 FE2588  ___________________________________________________________________
 FE2588* NAD 83(1995)-  35 21 25.02031(N)    089 52 18.63196(W)     ADJUSTED  
 FE2588* NAVD 88     -                                                        
 FE2588  ___________________________________________________________________
 FE2588  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FE2588  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2588
 FE2588  HORZ ORDER  -  THIRD
 FE2588
 FE2588.This mark is at Millington Mun Airport (NQA)
 FE2588
 FE2588.The horizontal coordinates were established by classical geodetic methods
 FE2588.and adjusted by the National Geodetic Survey in April 1999..
 FE2588
 FE2588
 FE2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2588
 FE2588.The geoid height was determined by GEOID03.
 FE2588
 FE2588;                    North         East     Units Scale Factor Converg.
 FE2588;SPC TN       -   120,530.258   248,186.216   MT  0.99998285   -2 16 00.2
 FE2588;SPC TN       -   395,439.69    814,257.61   sFT  0.99998285   -2 16 00.2
 FE2588;UTM  16      - 3,916,414.940   239,046.379   MT  1.00043928   -1 39 46.0
 FE2588
 FE2588                          SUPERSEDED SURVEY CONTROL
 FE2588
 FE2588  NAD 83(1995)-  35 21 25.02878(N)    089 52 18.63277(W) AD(       ) 4
 FE2588  NAD 83(1986)-  35 21 25.03164(N)    089 52 18.63330(W) AD(       ) 4
 FE2588  NAD 27      -  35 21 24.72100(N)    089 52 18.32700(W) AD(       ) 3
 FE2588
 FE2588.Superseded values are not recommended for survey control.
 FE2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2588.See file dsdata.txt to determine how the superseded data were derived.
 FE2588
 FE2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3904616415(NAD 83)
 FE2588_MARKER: Z = SEE DESCRIPTION
 FE2588_SETTING: 0 = UNSPECIFIED SETTING
 FE2588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2588
 FE2588  HISTORY     - Date     Condition        Report By
 FE2588  HISTORY     - 1958     MONUMENTED       CGS
 FE2588
 FE2588                          STATION DESCRIPTION
 FE2588
 FE2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2588'THE STATION IS THE CENTER OF THE CONCRETE PARKING AREA OF THE
 FE2588'NORTHEAST ONE OF TWO GROUND CONTROL APPROACH STATIONS OF THE
 FE2588'MEMPHIS NAVAL AIR STATION. THIS POINT IS ABOUT 2600 FEET NORTH,
 FE2588'NORTHWEST OF THE CONTROL TOWER, ABOUT 300 FEET NORTHWEST OF
 FE2588'RUNWAY 3 AND ABOUT 300 FEET SOUTHWEST OF RUNWAY 14. THE CENTER WAS
 FE2588'TAKEN AS THE POINT WHERE THE CENTER EXPANSION JOINTS OF THE
 FE2588'CONCRETE INTERSECT IN THE CABLE TRENCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2589 ***********************************************************************
 FE2589  DESIGNATION -  MEMPHIS NAS RECEIVING STA MAST
 FE2589  PID         -  FE2589
 FE2589  STATE/COUNTY-  TN/SHELBY
 FE2589  USGS QUAD   -  BRUNSWICK (1993)
 FE2589
 FE2589                         *CURRENT SURVEY CONTROL
 FE2589  ___________________________________________________________________
 FE2589* NAD 83(1995)-  35 21 20.79520(N)    089 50 55.06439(W)     ADJUSTED  
 FE2589* NAVD 88     -                                                        
 FE2589  ___________________________________________________________________
 FE2589  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FE2589  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2589
 FE2589  HORZ ORDER  -  THIRD
 FE2589
 FE2589.The horizontal coordinates were established by classical geodetic methods
 FE2589.and adjusted by the National Geodetic Survey in April 1999..
 FE2589
 FE2589
 FE2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2589
 FE2589.The geoid height was determined by GEOID03.
 FE2589
 FE2589;                    North         East     Units Scale Factor Converg.
 FE2589;SPC TN       -   120,316.953   250,289.268   MT  0.99998302   -2 15 11.3
 FE2589;SPC TN       -   394,739.87    821,157.37   sFT  0.99998302   -2 15 11.3
 FE2589;UTM  16      - 3,916,223.726   241,152.509   MT  1.00042579   -1 38 57.4
 FE2589
 FE2589                          SUPERSEDED SURVEY CONTROL
 FE2589
 FE2589  NAD 83(1995)-  35 21 20.80366(N)    089 50 55.06545(W) AD(       ) 4
 FE2589  NAD 83(1986)-  35 21 20.80669(N)    089 50 55.06575(W) AD(       ) 4
 FE2589  NAD 27      -  35 21 20.49700(N)    089 50 54.76200(W) AD(       ) 3
 FE2589
 FE2589.Superseded values are not recommended for survey control.
 FE2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2589.See file dsdata.txt to determine how the superseded data were derived.
 FE2589
 FE2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4115316224(NAD 83)
 FE2589_MARKER: 41 = ANTENNA MAST
 FE2589
 FE2589  HISTORY     - Date     Condition        Report By
 FE2589  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2589
 FE2589                          STATION DESCRIPTION
 FE2589
 FE2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2589'THE STATION IS THE CENTER OF THE TOP OF THE NORTHWEST ONE OF THREE
 FE2589'CONNECTED MASTS OF THE NAVY AIR STATION GROUND TO AIR RECEIVING
 FE2589'STATION. THIS MAST IS THE ONLY ONE OF THE THREE WHICH HAS A RED
 FE2589'OBSTRUCTION LIGHT ON TOP. THE MAST IS LOCATED 8 FEET SOUTH OF THE
 FE2589'SOUTHWEST CORNER OF BUILDING N-120.
 FE2589'
 FE2589'THE MASTS ARE 100 FEET HIGH, OF UNIFORM CROSS-SECTION STEEL
 FE2589'CONSTRUCTION AND CONNECTED BY STEEL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2590 ***********************************************************************
 FE2590  DESIGNATION -  MEMPHIS NAS SW GCA
 FE2590  PID         -  FE2590
 FE2590  STATE/COUNTY-  TN/SHELBY
 FE2590  USGS QUAD   -  BRUNSWICK (1993)
 FE2590
 FE2590                         *CURRENT SURVEY CONTROL
 FE2590  ___________________________________________________________________
 FE2590* NAD 83(1995)-  35 21 08.27571(N)    089 52 23.49078(W)     ADJUSTED  
 FE2590* NAVD 88     -                                                        
 FE2590  ___________________________________________________________________
 FE2590  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FE2590  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2590
 FE2590  HORZ ORDER  -  THIRD
 FE2590
 FE2590.This mark is at Millington Mun Airport (NQA)
 FE2590
 FE2590.The horizontal coordinates were established by classical geodetic methods
 FE2590.and adjusted by the National Geodetic Survey in April 1999..
 FE2590
 FE2590
 FE2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2590
 FE2590.The geoid height was determined by GEOID03.
 FE2590
 FE2590;                    North         East     Units Scale Factor Converg.
 FE2590;SPC TN       -   120,019.478   248,043.225   MT  0.99998352   -2 16 03.1
 FE2590;SPC TN       -   393,763.90    813,788.48   sFT  0.99998352   -2 16 03.1
 FE2590;UTM  16      - 3,915,902.446   238,908.718   MT  1.00044017   -1 39 48.2
 FE2590
 FE2590                          SUPERSEDED SURVEY CONTROL
 FE2590
 FE2590  NAD 83(1995)-  35 21 08.28417(N)    089 52 23.49157(W) AD(       ) 4
 FE2590  NAD 83(1986)-  35 21 08.28710(N)    089 52 23.49209(W) AD(       ) 4
 FE2590  NAD 27      -  35 21 07.97700(N)    089 52 23.18500(W) AD(       ) 3
 FE2590
 FE2590.Superseded values are not recommended for survey control.
 FE2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2590.See file dsdata.txt to determine how the superseded data were derived.
 FE2590
 FE2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3890915902(NAD 83)
 FE2590_MARKER: Z = SEE DESCRIPTION
 FE2590_SETTING: 0 = UNSPECIFIED SETTING
 FE2590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2590
 FE2590  HISTORY     - Date     Condition        Report By
 FE2590  HISTORY     - 1958     MONUMENTED       CGS
 FE2590
 FE2590                          STATION DESCRIPTION
 FE2590
 FE2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2590'THE STATION IS THE CENTER OF THE CONCRETE PARKING AREA OF THE
 FE2590'SOUTHWEST ONE OF TWO GROUND CONTROL APPROACH STATIONS OF THE
 FE2590'MEMPHIS NAVAL AIR STATION. THIS POINT IS ABOUT 1400 FEET NORTHWEST OF
 FE2590'THE CONTROL TOWER AND ABOUT 300 FEET SOUTHEAST OF RUNWAY 3.
 FE2590'THE CENTER WAS TAKEN AS THE POINT WHERE THE CENTER EXPANSION JOINT OF
 FE2590'THE CONCRETE INTERSECTS THE CABLE TRENCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2591 ***********************************************************************
 FE2591  DESIGNATION -  MEMPHIS NAS TRANS STA N MAST
 FE2591  PID         -  FE2591
 FE2591  STATE/COUNTY-  TN/SHELBY
 FE2591  USGS QUAD   -  BRUNSWICK (1993)
 FE2591
 FE2591                         *CURRENT SURVEY CONTROL
 FE2591  ___________________________________________________________________
 FE2591* NAD 83(1995)-  35 20 24.94337(N)    089 51 04.13035(W)     ADJUSTED  
 FE2591* NAVD 88     -                                                        
 FE2591  ___________________________________________________________________
 FE2591  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2591  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2591
 FE2591  HORZ ORDER  -  THIRD
 FE2591
 FE2591.This mark is at Millington Mun Airport (NQA)
 FE2591
 FE2591.The horizontal coordinates were established by classical geodetic methods
 FE2591.and adjusted by the National Geodetic Survey in April 1999..
 FE2591
 FE2591
 FE2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2591
 FE2591.The geoid height was determined by GEOID03.
 FE2591
 FE2591;                    North         East     Units Scale Factor Converg.
 FE2591;SPC TN       -   118,606.039   249,992.841   MT  0.99998530   -2 15 16.6
 FE2591;SPC TN       -   389,126.65    820,184.85   sFT  0.99998530   -2 15 16.6
 FE2591;UTM  16      - 3,914,509.023   240,874.016   MT  1.00042757   -1 39 00.4
 FE2591
 FE2591                          SUPERSEDED SURVEY CONTROL
 FE2591
 FE2591  NAD 83(1995)-  35 20 24.95188(N)    089 51 04.13125(W) AD(       ) 4
 FE2591  NAD 83(1995)-  35 20 24.95187(N)    089 51 04.13125(W) AD(       ) 4
 FE2591  NAD 83(1986)-  35 20 24.95485(N)    089 51 04.13166(W) AD(       ) 4
 FE2591  NAD 27      -  35 20 24.64300(N)    089 51 03.82700(W) AD(       ) 3
 FE2591
 FE2591.Superseded values are not recommended for survey control.
 FE2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2591.See file dsdata.txt to determine how the superseded data were derived.
 FE2591
 FE2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4087414509(NAD 83)
 FE2591_MARKER: 42 = RADIO/TV MAST
 FE2591
 FE2591  HISTORY     - Date     Condition        Report By
 FE2591  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2591
 FE2591                          STATION DESCRIPTION
 FE2591
 FE2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2591'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE THREE MASTS OF THE
 FE2591'MEMPHIS NAVY AIR STATION GROUND TO AIR COMMUNICATIONS CENTER, LOCATED
 FE2591'IN THE NORTH SECTION OF THE BASE AND SITUATED AROUND BUILDING N-100.
 FE2591'
 FE2591'THE MASTS ARE OF UNIFORM CROSS-SECTION CONSTRUCTION, UNPAINTED AND
 FE2591'HAVE TWO SMALL RED OBSTRUCTION LIGHTS ON TOP. THE OVERALL HEIGHTS
 FE2591'ARE 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2592 ***********************************************************************
 FE2592  DESIGNATION -  MEMPHIS NAS TRANS STA S MAST
 FE2592  PID         -  FE2592
 FE2592  STATE/COUNTY-  TN/SHELBY
 FE2592  USGS QUAD   -  BRUNSWICK (1993)
 FE2592
 FE2592                         *CURRENT SURVEY CONTROL
 FE2592  ___________________________________________________________________
 FE2592* NAD 83(1995)-  35 20 23.94435(N)    089 51 04.13477(W)     ADJUSTED  
 FE2592* NAVD 88     -                                                        
 FE2592  ___________________________________________________________________
 FE2592  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2592  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2592
 FE2592  HORZ ORDER  -  THIRD
 FE2592
 FE2592.This mark is at Millington Mun Airport (NQA)
 FE2592
 FE2592.The horizontal coordinates were established by classical geodetic methods
 FE2592.and adjusted by the National Geodetic Survey in April 1999..
 FE2592
 FE2592
 FE2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2592
 FE2592.The geoid height was determined by GEOID03.
 FE2592
 FE2592;                    North         East     Units Scale Factor Converg.
 FE2592;SPC TN       -   118,575.279   249,991.518   MT  0.99998534   -2 15 16.6
 FE2592;SPC TN       -   389,025.73    820,180.51   sFT  0.99998534   -2 15 16.6
 FE2592;UTM  16      - 3,914,478.237   240,873.018   MT  1.00042758   -1 39 00.4
 FE2592
 FE2592                          SUPERSEDED SURVEY CONTROL
 FE2592
 FE2592  NAD 83(1995)-  35 20 23.95285(N)    089 51 04.13567(W) AD(       ) 4
 FE2592  NAD 83(1995)-  35 20 23.95285(N)    089 51 04.13567(W) AD(       ) 4
 FE2592  NAD 83(1986)-  35 20 23.95582(N)    089 51 04.13609(W) AD(       ) 4
 FE2592  NAD 27      -  35 20 23.64400(N)    089 51 03.83200(W) AD(       ) 3
 FE2592
 FE2592.Superseded values are not recommended for survey control.
 FE2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2592.See file dsdata.txt to determine how the superseded data were derived.
 FE2592
 FE2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4087314478(NAD 83)
 FE2592_MARKER: 42 = RADIO/TV MAST
 FE2592
 FE2592  HISTORY     - Date     Condition        Report By
 FE2592  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2592
 FE2592                          STATION DESCRIPTION
 FE2592
 FE2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2592'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE THREE MASTS OF THE
 FE2592'MEMPHIS NAVY AIR STATION GROUND TO AIR COMMUNICATIONS CENTER, LOCATED
 FE2592'IN THE NORTH SECTION OF THE BASE AND SITUATED AROUND BUILDING N-100.
 FE2592'
 FE2592'THE MASTS ARE OF UNIFORM CROSS-SECTION CONSTRUCTION, UNPAINTED AND
 FE2592'HAVE TWO SMALL RED OBSTRUCTION LIGHTS ON TOP. THE OVERALL HEIGHTS
 FE2592'ARE 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2593 ***********************************************************************
 FE2593  DESIGNATION -  MEMPHIS NAS TRANS STA W MAST
 FE2593  PID         -  FE2593
 FE2593  STATE/COUNTY-  TN/SHELBY
 FE2593  USGS QUAD   -  BRUNSWICK (1993)
 FE2593
 FE2593                         *CURRENT SURVEY CONTROL
 FE2593  ___________________________________________________________________
 FE2593* NAD 83(1995)-  35 20 24.97347(N)    089 51 06.16548(W)     ADJUSTED  
 FE2593* NAVD 88     -                                                        
 FE2593  ___________________________________________________________________
 FE2593  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FE2593  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2593
 FE2593  HORZ ORDER  -  THIRD
 FE2593
 FE2593.This mark is at Millington Mun Airport (NQA)
 FE2593
 FE2593.The horizontal coordinates were established by classical geodetic methods
 FE2593.and adjusted by the National Geodetic Survey in April 1999..
 FE2593
 FE2593
 FE2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2593
 FE2593.The geoid height was determined by GEOID03.
 FE2593
 FE2593;                    North         East     Units Scale Factor Converg.
 FE2593;SPC TN       -   118,608.987   249,941.526   MT  0.99998530   -2 15 17.8
 FE2593;SPC TN       -   389,136.32    820,016.49   sFT  0.99998530   -2 15 17.8
 FE2593;UTM  16      - 3,914,511.431   240,822.650   MT  1.00042790   -1 39 01.6
 FE2593
 FE2593                          SUPERSEDED SURVEY CONTROL
 FE2593
 FE2593  NAD 83(1995)-  35 20 24.98198(N)    089 51 06.16640(W) AD(       ) 4
 FE2593  NAD 83(1995)-  35 20 24.98197(N)    089 51 06.16639(W) AD(       ) 4
 FE2593  NAD 83(1986)-  35 20 24.98494(N)    089 51 06.16680(W) AD(       ) 4
 FE2593  NAD 27      -  35 20 24.67300(N)    089 51 05.86200(W) AD(       ) 3
 FE2593
 FE2593.Superseded values are not recommended for survey control.
 FE2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2593.See file dsdata.txt to determine how the superseded data were derived.
 FE2593
 FE2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4082314511(NAD 83)
 FE2593_MARKER: 42 = RADIO/TV MAST
 FE2593
 FE2593  HISTORY     - Date     Condition        Report By
 FE2593  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2593
 FE2593                          STATION DESCRIPTION
 FE2593
 FE2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2593'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE THREE MASTS OF THE
 FE2593'MEMPHIS NAVY AIR STATION GROUND TO AIR COMMUNICATIONS CENTER, LOCATED
 FE2593'IN THE NORTH SECTION OF THE BASE AND SITUATED AROUND BUILDING N-100.
 FE2593'
 FE2593'THE MASTS ARE OF UNIFORM CROSS-SECTION CONSTRUCTION, UNPAINTED AND
 FE2593'HAVE TWO SMALL RED OBSTRUCTION LIGHTS ON TOP. THE OVERALL HEIGHTS
 FE2593'ARE 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1984 ***********************************************************************
 FF1984  DESIGNATION -  MEMPHIS POWER LIGHT CO TANK
 FF1984  PID         -  FF1984
 FF1984  STATE/COUNTY-  TN/SHELBY
 FF1984  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1984
 FF1984                         *CURRENT SURVEY CONTROL
 FF1984  ___________________________________________________________________
 FF1984* NAD 83(1995)-  35 12 20.52469(N)    090 02 31.63845(W)     ADJUSTED  
 FF1984* NAVD 88     -                                                        
 FF1984  ___________________________________________________________________
 FF1984  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FF1984  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1984
 FF1984  HORZ ORDER  -  THIRD
 FF1984
 FF1984.The horizontal coordinates were established by classical geodetic methods
 FF1984.and adjusted by the National Geodetic Survey in April 1999..
 FF1984
 FF1984
 FF1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1984
 FF1984.The geoid height was determined by GEOID03.
 FF1984
 FF1984;                    North         East     Units Scale Factor Converg.
 FF1984;SPC TN       -   104,389.817   232,029.565   MT  1.00000811   -2 21 59.1
 FF1984;SPC TN       -   342,485.59    761,250.33   sFT  1.00000811   -2 21 59.1
 FF1984;SPC AR N     -    98,554.144   578,263.380   MT  0.99995763   +1 08 21.4
 FF1984;SPC AR N     -   323,339.72  1,897,185.77   sFT  0.99995763   +1 08 21.4
 FF1984;UTM  15      - 3,899,864.164   769,274.500   MT  1.00049370   +1 42 22.6
 FF1984;UTM  16      - 3,900,095.955   223,053.869   MT  1.00054536   -1 45 17.8
 FF1984
 FF1984                          SUPERSEDED SURVEY CONTROL
 FF1984
 FF1984  NAD 83(1995)-  35 12 20.52714(N)    090 02 31.63838(W) AD(       ) 4
 FF1984  NAD 83(1995)-  35 12 20.53000(N)    090 02 31.63760(W) AD(       ) 4
 FF1984  NAD 83(1986)-  35 12 20.53496(N)    090 02 31.63963(W) AD(       ) 4
 FF1984  NAD 27      -  35 12 20.21400(N)    090 02 31.31300(W) AD(       ) 3
 FF1984
 FF1984.Superseded values are not recommended for survey control.
 FF1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1984.See file dsdata.txt to determine how the superseded data were derived.
 FF1984
 FF1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6927599864(NAD 83)
 FF1984_MARKER: 53 = ELEVATED TANK
 FF1984
 FF1984  HISTORY     - Date     Condition        Report By
 FF1984  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1984
 FF1984                          STATION DESCRIPTION
 FF1984
 FF1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1984'THE STATION IS THE CENTER OF THE APEX OF THE MEMPHIS POWER
 FF1984'AND LIGHT CO., WATER TANK, LOCATED IN THE NORTHWEST EDGE
 FF1984'OF MEMPHIS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 FF1984'MILLINGTON ROAD AND BRANDON ROAD AND THE STANDPIPE OF THE
 FF1984'STRUCTURE IS 117 FEET SOUTH OF THE CENTERLINE OF MILLINGTON
 FF1984'ROAD.  IT IS A MUSHROOM SHAPED STEEL TANK, SUPPORTED BY AN
 FF1984'EIGHT LEGGED STEEL STRUCTURE PAINTED ALUMINUM, HAS THE MONOGRAM
 FF1984'HI IN RED AND BLACK LETTERS ON THE NORTH AND SOUTH SIDES OF
 FF1984'THE TANK.  OVERALL HEIGHT IS 137 FEET.
 FF1984'
 FF1984'THE TANK IS OWNED BY THE MEMPHIS POWER AND LIGHT CO. AND IS
 FF1984'MAINTAINED BY THE MEMPHIS INTERNATIONAL HARVESTER CO.
 FF1984'
 FF1984'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FF1984'51 AND MILLINGTON ROAD 1.2 MILES NORTH OF THE WOLF RIVER
 FF1984'BRIDGE IN THE NORTH SECTION OF MEMPHIS, GO WEST ON MILLINGTON
 FF1984'ROAD FOR 0.5 MILE TO BRANDON ROAD AND THE STATION SOUTHWEST
 FF1984'OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2578 ***********************************************************************
 FE2578  DESIGNATION -  MEMPHIS RAD STA KIH 209 MAST
 FE2578  PID         -  FE2578
 FE2578  STATE/COUNTY-  TN/SHELBY
 FE2578  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2578
 FE2578                         *CURRENT SURVEY CONTROL
 FE2578  ___________________________________________________________________
 FE2578* NAD 83(1995)-  35 09 46.25633(N)    089 58 16.50626(W)     ADJUSTED  
 FE2578* NAVD 88     -                                                        
 FE2578  ___________________________________________________________________
 FE2578  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FE2578  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FE2578
 FE2578  HORZ ORDER  -  THIRD
 FE2578
 FE2578.The horizontal coordinates were established by classical geodetic methods
 FE2578.and adjusted by the National Geodetic Survey in April 1999..
 FE2578
 FE2578
 FE2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2578
 FE2578.The geoid height was determined by GEOID03.
 FE2578
 FE2578;                    North         East     Units Scale Factor Converg.
 FE2578;SPC TN       -    99,375.339   238,284.712   MT  1.00001652   -2 19 29.7
 FE2578;SPC TN       -   326,033.92    781,772.43   sFT  1.00001652   -2 19 29.7
 FE2578;UTM  16      - 3,895,146.056   229,365.457   MT  1.00050276   -1 42 43.9
 FE2578;UTM  15      - 3,895,304.170   775,873.215   MT  1.00053805   +1 44 43.3
 FE2578
 FE2578                          SUPERSEDED SURVEY CONTROL
 FE2578
 FE2578  NAD 83(1995)-  35 09 46.25892(N)    089 58 16.50574(W) AD(       ) 4
 FE2578  NAD 83(1995)-  35 09 46.26176(N)    089 58 16.50602(W) AD(       ) 4
 FE2578  NAD 83(1986)-  35 09 46.26677(N)    089 58 16.50732(W) AD(       ) 4
 FE2578  NAD 27      -  35 09 45.94600(N)    089 58 16.18600(W) AD(       ) 3
 FE2578
 FE2578.Superseded values are not recommended for survey control.
 FE2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2578.See file dsdata.txt to determine how the superseded data were derived.
 FE2578
 FE2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2936595146(NAD 83)
 FE2578_MARKER: 42 = RADIO/TV MAST
 FE2578
 FE2578  HISTORY     - Date     Condition        Report By
 FE2578  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2578
 FE2578                          STATION DESCRIPTION
 FE2578
 FE2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2578'THE STATION IS THE CENTER OF THE TOP OF RADIO STATION KIH 209, MAST,
 FE2578'OWNED BY MEMPHIS LIGHT, GAS AND WATER DIVISION. IT IS LOCATED IN THE
 FE2578'NORTH CENTRAL SECTION OF MEMPHIS AT THE INTERSECTION OF NORTH BINGHAM
 FE2578'STREET AND HOUCK AVE, 250 FEET SOUTH OF HOUCK AVE.
 FE2578'
 FE2578'THE MAST IS A FOUR LEGGED STEEL STRUCUTRE, PAINTED IN ALTERNATE
 FE2578'SECTIONS OF RED AND WHITE, HAS A BLINKING RED LIGHT AT THE TOP AND
 FE2578'TWO SETS OF OBSTRUCTION LIGHTS AT 100 FOOT INTERVALS. THE OVERALL
 FE2578'HEIGHT IS 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1943 ***********************************************************************
 FF1943  DESIGNATION -  MEMPHIS RAD STA WDIA S CEN MST
 FF1943  PID         -  FF1943
 FF1943  STATE/COUNTY-  TN/SHELBY
 FF1943  USGS QUAD   -  LOCKE (1970)
 FF1943
 FF1943                         *CURRENT SURVEY CONTROL
 FF1943  ___________________________________________________________________
 FF1943* NAD 83(1995)-  35 16 04.12120(N)    090 01 02.49609(W)     ADJUSTED  
 FF1943* NAVD 88     -                                                        
 FF1943  ___________________________________________________________________
 FF1943  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FF1943  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1943
 FF1943  HORZ ORDER  -  THIRD
 FF1943
 FF1943.The horizontal coordinates were established by classical geodetic methods
 FF1943.and adjusted by the National Geodetic Survey in April 1999..
 FF1943
 FF1943
 FF1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1943
 FF1943.The geoid height was determined by GEOID03.
 FF1943
 FF1943;                    North         East     Units Scale Factor Converg.
 FF1943;SPC TN       -   111,182.017   234,565.238   MT  0.99999690   -2 21 06.9
 FF1943;SPC TN       -   364,769.67    769,569.45   sFT  0.99999690   -2 21 06.9
 FF1943;SPC AR N     -   105,488.350   580,378.882   MT  0.99995110   +1 09 13.3
 FF1943;SPC AR N     -   346,089.69  1,904,126.38   sFT  0.99995110   +1 09 13.3
 FF1943;UTM  15      - 3,906,822.809   771,322.244   MT  1.00050733   +1 43 23.6
 FF1943;UTM  16      - 3,906,918.413   225,518.398   MT  1.00052859   -1 44 35.9
 FF1943
 FF1943                          SUPERSEDED SURVEY CONTROL
 FF1943
 FF1943  NAD 83(1995)-  35 16 04.12785(N)    090 01 02.49638(W) AD(       ) 4
 FF1943  NAD 83(1995)-  35 16 04.13066(N)    090 01 02.49638(W) AD(       ) 4
 FF1943  NAD 83(1986)-  35 16 04.13208(N)    090 01 02.49710(W) AD(       ) 4
 FF1943  NAD 27      -  35 16 03.81700(N)    090 01 02.17300(W) AD(       ) 3
 FF1943
 FF1943.Superseded values are not recommended for survey control.
 FF1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1943.See file dsdata.txt to determine how the superseded data were derived.
 FF1943
 FF1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7132206823(NAD 83)
 FF1943_MARKER: 42 = RADIO/TV MAST
 FF1943
 FF1943  HISTORY     - Date     Condition        Report By
 FF1943  HISTORY     - 1958     FIRST OBSERVED   CGS
 FF1943
 FF1943                          STATION DESCRIPTION
 FF1943
 FF1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FF1943'THE STATION IS THE CENTER OF THE TOP OF THE SOUTH CENTER MAST
 FF1943'OF A GROUP OF 6 MASTS OF RADIO STATION WDIA, LOCATED ABOUT
 FF1943'9 MILES NORTH OF DOWNTOWN MEMPHIS AND 9 MILES SOUTHWEST
 FF1943'OF MILLINGTON AND ABOUT 0.1 MILE WEST OF THE OK ROBINSON ROAD.
 FF1943'
 FF1943'THE TOWER IS OF UNIFORM CROSS-SECTION CONSTRUCTION, SUPPORTED
 FF1943'BY GUY WIRES AND IS PAINTED IN ALTERNATE SECTIONS OF ORANGE
 FF1943'AND WHITE.  THE OVERALL HEIGHT IS 243 FEET.
 FF1943'
 FF1943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 FF1943'AND MILLINGTON ROAD, GO SOUTHWEST ON MILLINGTON ROAD FOR
 FF1943'0.15 MILE TO THE OK ROBINSON ROAD.  TURN RIGHT AND GO
 FF1943'NORTHERLY ON THE OK ROBINSON ROAD FOR 2.05 MILES TO A GRAVELED
 FF1943'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD
 FF1943'FOR ABOUT 0.1 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1980 ***********************************************************************
 FF1980  DESIGNATION -  MEMPHIS RADIO STA KIC 477 MAST
 FF1980  PID         -  FF1980
 FF1980  STATE/COUNTY-  TN/SHELBY
 FF1980  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1980
 FF1980                         *CURRENT SURVEY CONTROL
 FF1980  ___________________________________________________________________
 FF1980* NAD 83(1995)-  35 08 16.39297(N)    090 02 03.25445(W)     ADJUSTED  
 FF1980* NAVD 88     -                                                        
 FF1980  ___________________________________________________________________
 FF1980  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FF1980  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 FF1980
 FF1980  HORZ ORDER  -  THIRD
 FF1980
 FF1980.The horizontal coordinates were established by classical geodetic methods
 FF1980.and adjusted by the National Geodetic Survey in April 1999..
 FF1980
 FF1980
 FF1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1980
 FF1980.The geoid height was determined by GEOID03.
 FF1980
 FF1980;                    North         East     Units Scale Factor Converg.
 FF1980;SPC TN       -    96,842.903   232,436.863   MT  1.00002168   -2 21 42.5
 FF1980;SPC TN       -   317,725.42    762,586.61   sFT  1.00002168   -2 21 42.5
 FF1980;SPC AR N     -    91,046.656   579,131.346   MT  0.99996609   +1 08 38.0
 FF1980;SPC AR N     -   298,708.90  1,900,033.42   sFT  0.99996609   +1 08 38.0
 FF1980;UTM  15      - 3,892,361.596   770,217.030   MT  1.00049998   +1 42 28.7
 FF1980;UTM  16      - 3,892,549.841   223,542.132   MT  1.00054204   -1 44 50.8
 FF1980
 FF1980                          SUPERSEDED SURVEY CONTROL
 FF1980
 FF1980  NAD 83(1995)-  35 08 16.39530(N)    090 02 03.25387(W) AD(       ) 4
 FF1980  NAD 83(1995)-  35 08 16.39877(N)    090 02 03.25368(W) AD(       ) 4
 FF1980  NAD 83(1986)-  35 08 16.40328(N)    090 02 03.25544(W) AD(       ) 4
 FF1980  NAD 27      -  35 08 16.07900(N)    090 02 02.92600(W) AD(       ) 3
 FF1980
 FF1980.Superseded values are not recommended for survey control.
 FF1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1980.See file dsdata.txt to determine how the superseded data were derived.
 FF1980
 FF1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7021792362(NAD 83)
 FF1980_MARKER: 42 = RADIO/TV MAST
 FF1980
 FF1980  HISTORY     - Date     Condition        Report By
 FF1980  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1980
 FF1980                          STATION DESCRIPTION
 FF1980
 FF1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1980'THE STATION IS THE CENTER OF THE TOP OF MEMPHIS, RADIO STATION
 FF1980'KIC 477, MAST, OWNED BY THE MEMPHIS LIGHT, GAS AND WATER
 FF1980'DIVISION, LOCATED AT 822 BEALE STREET IN THE WEST CENTRAL
 FF1980'SECTION OF MEMPHIS.  THE MAST IS ON THE TOP OF THE SERVICE
 FF1980'BUILDING AND IS A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURE,
 FF1980'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  OVERALL
 FF1980'HEIGHT IS 212 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1966 ***********************************************************************
 FF1966  DESIGNATION -  MEMPHIS RADIO STA WREC NE MAST
 FF1966  PID         -  FF1966
 FF1966  STATE/COUNTY-  TN/SHELBY
 FF1966  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1966
 FF1966                         *CURRENT SURVEY CONTROL
 FF1966  ___________________________________________________________________
 FF1966* NAD 83(1995)-  35 11 43.22481(N)    090 00 35.61325(W)     ADJUSTED  
 FF1966* NAVD 88     -                                                        
 FF1966  ___________________________________________________________________
 FF1966  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FF1966  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1966
 FF1966  HORZ ORDER  -  THIRD
 FF1966
 FF1966.The horizontal coordinates were established by classical geodetic methods
 FF1966.and adjusted by the National Geodetic Survey in April 1999..
 FF1966
 FF1966
 FF1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1966
 FF1966.The geoid height was determined by GEOID03.
 FF1966
 FF1966;                    North         East     Units Scale Factor Converg.
 FF1966;SPC TN       -   103,120.574   234,914.786   MT  1.00001010   -2 20 51.2
 FF1966;SPC TN       -   338,321.42    770,716.26   sFT  1.00001010   -2 20 51.2
 FF1966;SPC AR N     -    97,463.755   581,220.662   MT  0.99995883   +1 09 29.0
 FF1966;SPC AR N     -   319,762.34  1,906,888.12   sFT  0.99995883   +1 09 29.0
 FF1966;UTM  15      - 3,898,802.499   772,244.040   MT  1.00051352   +1 43 28.0
 FF1966;UTM  16      - 3,898,856.929   225,953.999   MT  1.00052566   -1 44 09.2
 FF1966
 FF1966                          SUPERSEDED SURVEY CONTROL
 FF1966
 FF1966  NAD 83(1995)-  35 11 43.22743(N)    090 00 35.61295(W) AD(       ) 4
 FF1966  NAD 83(1995)-  35 11 43.23028(N)    090 00 35.61251(W) AD(       ) 4
 FF1966  NAD 83(1986)-  35 11 43.23532(N)    090 00 35.61441(W) AD(       ) 4
 FF1966  NAD 27      -  35 11 42.91700(N)    090 00 35.29100(W) AD(       ) 3
 FF1966
 FF1966.Superseded values are not recommended for survey control.
 FF1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1966.See file dsdata.txt to determine how the superseded data were derived.
 FF1966
 FF1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7224498802(NAD 83)
 FF1966_MARKER: 42 = RADIO/TV MAST
 FF1966
 FF1966  HISTORY     - Date     Condition        Report By
 FF1966  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1966  HISTORY     - 1959     GOOD             CGS
 FF1966
 FF1966                          STATION DESCRIPTION
 FF1966
 FF1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1966'THE STATION IS THE TOP OF THE MAST WHICH IS PAINTED IN ALTERNATE
 FF1966'SECTIONS OF INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT
 FF1966'OF THE MAST IS 421 FEET.
 FF1966'
 FF1966'THE MAST IS LOCATED JUST NORTHWEST OF THE INTERSECTION OF
 FF1966'OVERTON CROSSING AND HINDMAN FERRY ROAD WHICH IS ABOUT A MILE
 FF1966'NORTH OF THE MEMPHIS CITY LIMITS.
 FF1966
 FF1966                          STATION RECOVERY (1959)
 FF1966
 FF1966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1966'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION
 FF1966'WHICH IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1975 ***********************************************************************
 FF1975  DESIGNATION -  MEMPHIS RADIO STA WREC SW MAST
 FF1975  PID         -  FF1975
 FF1975  STATE/COUNTY-  TN/SHELBY
 FF1975  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1975
 FF1975                         *CURRENT SURVEY CONTROL
 FF1975  ___________________________________________________________________
 FF1975* NAD 83(1995)-  35 11 39.52632(N)    090 00 37.63054(W)     ADJUSTED  
 FF1975* NAVD 88     -                                                        
 FF1975  ___________________________________________________________________
 FF1975  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 FF1975  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1975
 FF1975  HORZ ORDER  -  THIRD
 FF1975
 FF1975.The horizontal coordinates were established by classical geodetic methods
 FF1975.and adjusted by the National Geodetic Survey in April 1999..
 FF1975
 FF1975
 FF1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1975
 FF1975.The geoid height was determined by GEOID03.
 FF1975
 FF1975;                    North         East     Units Scale Factor Converg.
 FF1975;SPC TN       -   103,008.780   234,859.127   MT  1.00001029   -2 20 52.4
 FF1975;SPC TN       -   337,954.64    770,533.65   sFT  1.00001029   -2 20 52.4
 FF1975;SPC AR N     -    97,348.772   581,171.945   MT  0.99995895   +1 09 27.8
 FF1975;SPC AR N     -   319,385.10  1,906,728.29   sFT  0.99995895   +1 09 27.8
 FF1975;UTM  15      - 3,898,686.976   772,196.436   MT  1.00051320   +1 43 26.7
 FF1975;UTM  16      - 3,898,744.489   225,899.508   MT  1.00052603   -1 44 10.2
 FF1975
 FF1975                          SUPERSEDED SURVEY CONTROL
 FF1975
 FF1975  NAD 83(1995)-  35 11 39.52884(N)    090 00 37.63027(W) AD(       ) 4
 FF1975  NAD 83(1995)-  35 11 39.53161(N)    090 00 37.62988(W) AD(       ) 4
 FF1975  NAD 83(1986)-  35 11 39.53666(N)    090 00 37.63176(W) AD(       ) 4
 FF1975  NAD 27      -  35 11 39.21600(N)    090 00 37.31000(W) AD(       ) 3
 FF1975
 FF1975.Superseded values are not recommended for survey control.
 FF1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1975.See file dsdata.txt to determine how the superseded data were derived.
 FF1975
 FF1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7219698687(NAD 83)
 FF1975_MARKER: 42 = RADIO/TV MAST
 FF1975
 FF1975  HISTORY     - Date     Condition        Report By
 FF1975  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1975
 FF1975                          STATION DESCRIPTION
 FF1975
 FF1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1975'THE STATION IS THE TOP OF THE MAST WHICH IS PAINTED IN ALTERNATE
 FF1975'SECTION OF INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT
 FF1975'OF THE MAST IS 421 FEET.
 FF1975'
 FF1975'THE MAST IS LOCATED JUST WEST OF THE INTERSECTION OF OVERTON
 FF1975'CROSSING ROAD AND HINDMAN FERRY ROAD WHICH IS ABOUT A MILE
 FF1975'NORTH OF THE MEMPHIS CITY LIMITS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1988 ***********************************************************************
 FF1988  DESIGNATION -  MEMPHIS RADIO STA WMPS SE MAST
 FF1988  PID         -  FF1988
 FF1988  STATE/COUNTY-  TN/SHELBY
 FF1988  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1988
 FF1988                         *CURRENT SURVEY CONTROL
 FF1988  ___________________________________________________________________
 FF1988* NAD 83(1995)-  35 13 21.35179(N)    090 02 31.71010(W)     ADJUSTED  
 FF1988* NAVD 88     -                                                        
 FF1988  ___________________________________________________________________
 FF1988  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FF1988  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1988
 FF1988  HORZ ORDER  -  THIRD
 FF1988
 FF1988.The horizontal coordinates were established by classical geodetic methods
 FF1988.and adjusted by the National Geodetic Survey in April 1999..
 FF1988
 FF1988
 FF1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1988
 FF1988.The geoid height was determined by GEOID03.
 FF1988
 FF1988;                    North         East     Units Scale Factor Converg.
 FF1988;SPC TN       -   106,262.870   232,105.156   MT  1.00000495   -2 21 59.1
 FF1988;SPC TN       -   348,630.77    761,498.33   sFT  1.00000495   -2 21 59.1
 FF1988;SPC AR N     -   100,428.221   578,224.298   MT  0.99995573   +1 08 21.4
 FF1988;SPC AR N     -   329,488.26  1,897,057.55   sFT  0.99995573   +1 08 21.4
 FF1988;UTM  15      - 3,901,738.768   769,216.832   MT  1.00049331   +1 42 25.1
 FF1988;UTM  16      - 3,901,970.717   223,109.509   MT  1.00054497   -1 45 20.5
 FF1988
 FF1988                          SUPERSEDED SURVEY CONTROL
 FF1988
 FF1988  NAD 83(1995)-  35 13 21.35745(N)    090 02 31.71087(W) AD(       ) 4
 FF1988  NAD 83(1995)-  35 13 21.36084(N)    090 02 31.71011(W) AD(       ) 4
 FF1988  NAD 83(1986)-  35 13 21.36246(N)    090 02 31.71136(W) AD(       ) 4
 FF1988  NAD 27      -  35 13 21.05500(N)    090 02 31.38900(W) AD(       ) 3
 FF1988
 FF1988.Superseded values are not recommended for survey control.
 FF1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1988.See file dsdata.txt to determine how the superseded data were derived.
 FF1988
 FF1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6921701739(NAD 83)
 FF1988_MARKER: 42 = RADIO/TV MAST
 FF1988
 FF1988  HISTORY     - Date     Condition        Report By
 FF1988  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1988
 FF1988                          STATION DESCRIPTION
 FF1988
 FF1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1988'THE STATION IS THE CENTER OF THE TOP OF THE MEMPHIS, RADIO
 FF1988'STATION, SE MAST, OWNED BY WMPS INC. RADIO CENTER, 112 UNION
 FF1988'AVENUE MEMPHIS, TENN.  THE MAST IS LOCATED IN THE NORTHWEST
 FF1988'SECTION OF MEMPHIS, 3627 BENJESTOWN ROAD AND IS THE SOUTHEASTERLY
 FF1988'ONE OF FOUR MASTS THAT SET IN A NW,SW,NE,SE DIRECTION AND
 FF1988'IS THE RADIO STATIONS NO. 3 TOWER.
 FF1988'
 FF1988'THE MAST IS A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURE,
 FF1988'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE, HAS A BLINKING
 FF1988'RED LIGHT AT THE TOP AND TWO SETS OF OBSTRUCTION LIGHTS AT
 FF1988'INTERVALS DOWN THE SIDE, OVERALL HEIGHT IS 405 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2011 ***********************************************************************
 FF2011  DESIGNATION -  MEMPHIS RADIO STA WHHM MAST
 FF2011  PID         -  FF2011
 FF2011  STATE/COUNTY-  TN/SHELBY
 FF2011  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF2011
 FF2011                         *CURRENT SURVEY CONTROL
 FF2011  ___________________________________________________________________
 FF2011* NAD 83(1995)-  35 07 20.00311(N)    090 01 31.20184(W)     ADJUSTED  
 FF2011* NAVD 88     -                                                        
 FF2011  ___________________________________________________________________
 FF2011  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FF2011  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF2011
 FF2011  HORZ ORDER  -  THIRD
 FF2011
 FF2011.The horizontal coordinates were established by classical geodetic methods
 FF2011.and adjusted by the National Geodetic Survey in April 1999..
 FF2011
 FF2011
 FF2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2011
 FF2011.The geoid height was determined by GEOID03.
 FF2011
 FF2011;                    North         East     Units Scale Factor Converg.
 FF2011;SPC TN       -    95,073.136   233,176.154   MT  1.00002501   -2 21 23.7
 FF2011;SPC TN       -   311,919.11    765,012.10   sFT  1.00002501   -2 21 23.7
 FF2011;SPC AR N     -    89,325.503   579,977.422   MT  0.99996824   +1 08 56.6
 FF2011;SPC AR N     -   293,062.09  1,902,809.26   sFT  0.99996824   +1 08 56.6
 FF2011;UTM  15      - 3,890,647.933   771,080.462   MT  1.00050575   +1 42 44.8
 FF2011;UTM  16      - 3,890,787.197   224,300.757   MT  1.00053688   -1 44 29.9
 FF2011
 FF2011                          SUPERSEDED SURVEY CONTROL
 FF2011
 FF2011  NAD 83(1995)-  35 07 20.00542(N)    090 01 31.20123(W) AD(       ) 4
 FF2011  NAD 83(1995)-  35 07 20.00894(N)    090 01 31.20127(W) AD(       ) 4
 FF2011  NAD 83(1986)-  35 07 20.01337(N)    090 01 31.20281(W) AD(       ) 4
 FF2011  NAD 27      -  35 07 19.68700(N)    090 01 30.87300(W) AD(       ) 3
 FF2011
 FF2011.Superseded values are not recommended for survey control.
 FF2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2011.See file dsdata.txt to determine how the superseded data were derived.
 FF2011
 FF2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7108090648(NAD 83)
 FF2011_MARKER: 42 = RADIO/TV MAST
 FF2011
 FF2011  HISTORY     - Date     Condition        Report By
 FF2011  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF2011
 FF2011                          STATION DESCRIPTION
 FF2011
 FF2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF2011'THE STATION IS THE CENTER OF THE TOP OF MEMPHIS RADIO STATION WHHM
 FF2011'MAST, LOCATED AT 912 SOMERVILLE STREET, AT THE EAST SIDE OF
 FF2011'ELMWOOD CEMETERY, 0.15 MILE WEST OF SOUTH BELLEVUE BLVD.
 FF2011'AND 0.05 MILE NORTH OF RYDER AVE. AND BELLA PL.
 FF2011'
 FF2011'THE MAST IS A UNIFORM CROSS-SECTION, GUYED STEEL STRUCTURE
 FF2011'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS A
 FF2011'BLINKING RED LIGHT AT THE TOP.  OVERALL HEIGHT IS 400 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1974 ***********************************************************************
 FF1974  DESIGNATION -  MEMPHIS SEARS ROEBUCK FLAGPOLE
 FF1974  PID         -  FF1974
 FF1974  STATE/COUNTY-  TN/SHELBY
 FF1974  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1974
 FF1974                         *CURRENT SURVEY CONTROL
 FF1974  ___________________________________________________________________
 FF1974* NAD 83(1995)-  35 09 07.94849(N)    090 00 47.02629(W)     ADJUSTED  
 FF1974* NAVD 88     -                                                        
 FF1974  ___________________________________________________________________
 FF1974  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FF1974  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1974
 FF1974  HORZ ORDER  -  THIRD
 FF1974
 FF1974.The horizontal coordinates were established by classical geodetic methods
 FF1974.and adjusted by the National Geodetic Survey in April 1999..
 FF1974
 FF1974
 FF1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1974
 FF1974.The geoid height was determined by GEOID03.
 FF1974
 FF1974;                    North         East     Units Scale Factor Converg.
 FF1974;SPC TN       -    98,351.099   234,430.138   MT  1.00001870   -2 20 57.9
 FF1974;SPC TN       -   322,673.56    769,126.21   sFT  1.00001870   -2 20 57.9
 FF1974;SPC AR N     -    92,673.822   581,028.566   MT  0.99996418   +1 09 22.3
 FF1974;SPC AR N     -   304,047.36  1,906,257.89   sFT  0.99996418   +1 09 22.3
 FF1974;UTM  15      - 3,894,008.261   772,099.149   MT  1.00051256   +1 43 14.8
 FF1974;UTM  16      - 3,894,080.096   225,520.151   MT  1.00052860   -1 44 09.1
 FF1974
 FF1974                          SUPERSEDED SURVEY CONTROL
 FF1974
 FF1974  NAD 83(1995)-  35 09 07.95086(N)    090 00 47.02578(W) AD(       ) 4
 FF1974  NAD 83(1995)-  35 09 07.95402(N)    090 00 47.02571(W) AD(       ) 4
 FF1974  NAD 83(1986)-  35 09 07.95886(N)    090 00 47.02736(W) AD(       ) 4
 FF1974  NAD 27      -  35 09 07.63600(N)    090 00 46.70000(W) AD(       ) 3
 FF1974
 FF1974.Superseded values are not recommended for survey control.
 FF1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1974.See file dsdata.txt to determine how the superseded data were derived.
 FF1974
 FF1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7209994008(NAD 83)
 FF1974_MARKER: 62 = FLAGPOLE
 FF1974
 FF1974  HISTORY     - Date     Condition        Report By
 FF1974  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1974
 FF1974                          STATION DESCRIPTION
 FF1974
 FF1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1974'THE STATION IS THE CENTER OF THE FLAGPOLE THAT IS ON THE
 FF1974'TOP OF THE SEARS-ROEBUCK AND CO., BRICK TOWER, LOCATED AT
 FF1974'495 NORTH WATKINS STREET IN THE NORTH SECTION OF MEMPHIS.
 FF1974'THE OVERALL HEIGHT IS 280 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2568 ***********************************************************************
 FE2568  DESIGNATION -  MEMPHIS SHEAHAN PUMP STA STACK
 FE2568  PID         -  FE2568
 FE2568  STATE/COUNTY-  TN/SHELBY
 FE2568  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2568
 FE2568                         *CURRENT SURVEY CONTROL
 FE2568  ___________________________________________________________________
 FE2568* NAD 83(1995)-  35 06 59.88332(N)    089 55 52.14319(W)     ADJUSTED  
 FE2568* NAVD 88     -                                                        
 FE2568  ___________________________________________________________________
 FE2568  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FE2568  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2568
 FE2568  HORZ ORDER  -  THIRD
 FE2568
 FE2568.The horizontal coordinates were established by classical geodetic methods
 FE2568.and adjusted by the National Geodetic Survey in April 1999..
 FE2568
 FE2568
 FE2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2568
 FE2568.The geoid height was determined by GEOID03.
 FE2568
 FE2568;                    North         East     Units Scale Factor Converg.
 FE2568;SPC TN       -    94,104.696   241,729.363   MT  1.00002621   -2 18 05.2
 FE2568;SPC TN       -   308,741.82    793,073.75   sFT  1.00002621   -2 18 05.2
 FE2568;UTM  16      - 3,889,910.143   232,867.994   MT  1.00047955   -1 41 13.6
 FE2568;UTM  15      - 3,890,288.590   779,685.205   MT  1.00056417   +1 45 59.3
 FE2568
 FE2568                          SUPERSEDED SURVEY CONTROL
 FE2568
 FE2568  NAD 83(1995)-  35 06 59.88548(N)    089 55 52.14204(W) AD(       ) 4
 FE2568  NAD 83(1995)-  35 06 59.88824(N)    089 55 52.14291(W) AD(       ) 4
 FE2568  NAD 83(1986)-  35 06 59.89350(N)    089 55 52.14376(W) AD(       ) 4
 FE2568  NAD 27      -  35 06 59.57200(N)    089 55 51.83000(W) AD(       ) 3
 FE2568
 FE2568.Superseded values are not recommended for survey control.
 FE2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2568.See file dsdata.txt to determine how the superseded data were derived.
 FE2568
 FE2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3286889910(NAD 83)
 FE2568_MARKER: 63 = STACK
 FE2568
 FE2568  HISTORY     - Date     Condition        Report By
 FE2568  HISTORY     - 1957     FIRST OBSERVED   CGS
 FE2568  HISTORY     - 1975     GOOD             NGS
 FE2568
 FE2568                          STATION DESCRIPTION
 FE2568
 FE2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2568'THE STATION IS THE TOP OF THE STACK LOCATED IN THE SOUTHEAST SECTION
 FE2568'OF MEMPHIS AT THE SOUTH END OF GRANDVIEW STREET. IT IS CONSTRUCTED OF
 FE2568'YELLOW BRICK. IT IS 10 FEET SOUTH OF THE SOUTH SIDE OF THE MAIN PUMP
 FE2568'HOUSE. THE OVERALL HEIGHT IS 225 FEET.
 FE2568'
 FE2568'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN AVENUE AND
 FE2568'GOODLETT STREET LOCATED AT THE NORTHWEST CORNER OF AUDUBON PARK,
 FE2568'GO NORTH ON GOODLETT STREET FOR 0.2 MILE TO GRANDVIEW AVENUE. TURN
 FE2568'LEFT AND GO WEST ON GRANDVIEW AVENUE FOR 0.3 MILE TO GRANDVIEW
 FE2568'STREET. TURN LEFT AND GO SOUTH ON GRANDVIEW STREET FOR 0.15 MILE TO
 FE2568'THE PUMP HOUSE AND THE STATION.
 FE2568
 FE2568                          STATION RECOVERY (1975)
 FE2568
 FE2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 FE2568'THIS INTERSECTION STATION WAS RECOVERED AS ORIGINALLY DESCRIBED
 FE2568'AND APPEARS TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1995 ***********************************************************************
 FF1995  DESIGNATION -  MEMPHIS SOUTH CHIMNEY
 FF1995  PID         -  FF1995
 FF1995  STATE/COUNTY-  TN/SHELBY
 FF1995  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1995
 FF1995                         *CURRENT SURVEY CONTROL
 FF1995  ___________________________________________________________________
 FF1995* NAD 83(1995)-  35 07 34.76738(N)    090 03 01.78534(W)     ADJUSTED  
 FF1995* NAVD 88     -                                                        
 FF1995  ___________________________________________________________________
 FF1995  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FF1995  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1995
 FF1995  HORZ ORDER  -  THIRD
 FF1995
 FF1995.The horizontal coordinates were established by classical geodetic methods
 FF1995.and adjusted by the National Geodetic Survey in April 1999..
 FF1995
 FF1995
 FF1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1995
 FF1995.The geoid height was determined by GEOID03.
 FF1995
 FF1995;                    North         East     Units Scale Factor Converg.
 FF1995;SPC TN       -    95,622.361   230,903.295   MT  1.00002413   -2 22 16.8
 FF1995;SPC TN       -   313,721.03    757,555.23   sFT  1.00002413   -2 22 16.8
 FF1995;SPC AR N     -    89,734.697   577,675.363   MT  0.99996767   +1 08 03.9
 FF1995;SPC AR N     -   294,404.59  1,895,256.59   sFT  0.99996767   +1 08 03.9
 FF1995;UTM  15      - 3,891,034.671   768,773.267   MT  1.00049039   +1 41 53.2
 FF1995;UTM  16      - 3,891,312.268   222,020.949   MT  1.00055244   -1 45 22.8
 FF1995
 FF1995                          SUPERSEDED SURVEY CONTROL
 FF1995
 FF1995  NAD 83(1995)-  35 07 34.76878(N)    090 03 01.78363(W) AD(       ) 4
 FF1995  NAD 83(1995)-  35 07 34.77169(N)    090 03 01.78293(W) AD(       ) 4
 FF1995  NAD 83(1986)-  35 07 34.77771(N)    090 03 01.78645(W) AD(       ) 4
 FF1995  NAD 27      -  35 07 34.45100(N)    090 03 01.45200(W) AD(       ) 3
 FF1995
 FF1995.Superseded values are not recommended for survey control.
 FF1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1995.See file dsdata.txt to determine how the superseded data were derived.
 FF1995
 FF1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6877391035(NAD 83)
 FF1995_MARKER: 85 = CHIMNEY
 FF1995
 FF1995  HISTORY     - Date     Condition        Report By
 FF1995  HISTORY     - 1914     FIRST OBSERVED   CGS
 FF1995
 FF1995                          STATION DESCRIPTION
 FF1995
 FF1995'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1986 ***********************************************************************
 FF1986  DESIGNATION -  MEMPHIS ST MARYS CATHOLIC CH
 FF1986  PID         -  FF1986
 FF1986  STATE/COUNTY-  TN/SHELBY
 FF1986  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1986
 FF1986                         *CURRENT SURVEY CONTROL
 FF1986  ___________________________________________________________________
 FF1986* NAD 83(1995)-  35 09 04.85274(N)    090 02 51.88139(W)     ADJUSTED  
 FF1986* NAVD 88     -                                                        
 FF1986  ___________________________________________________________________
 FF1986  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FF1986  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1986
 FF1986  HORZ ORDER  -  THIRD
 FF1986
 FF1986.The horizontal coordinates were established by classical geodetic methods
 FF1986.and adjusted by the National Geodetic Survey in April 1999..
 FF1986
 FF1986
 FF1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1986
 FF1986.The geoid height was determined by GEOID03.
 FF1986
 FF1986;                    North         East     Units Scale Factor Converg.
 FF1986;SPC TN       -    98,385.883   231,268.634   MT  1.00001887   -2 22 11.0
 FF1986;SPC TN       -   322,787.68    758,753.84   sFT  1.00001887   -2 22 11.0
 FF1986;SPC AR N     -    92,515.233   577,871.023   MT  0.99996430   +1 08 09.7
 FF1986;SPC AR N     -   303,527.06  1,895,898.51   sFT  0.99996430   +1 08 09.7
 FF1986;UTM  15      - 3,893,818.459   768,941.625   MT  1.00049150   +1 42 02.7
 FF1986;UTM  16      - 3,894,081.015   222,356.810   MT  1.00055013   -1 45 21.0
 FF1986
 FF1986                          SUPERSEDED SURVEY CONTROL
 FF1986
 FF1986  NAD 83(1995)-  35 09 04.85509(N)    090 02 51.88088(W) AD(       ) 4
 FF1986  NAD 83(1995)-  35 09 04.85854(N)    090 02 51.88048(W) AD(       ) 4
 FF1986  NAD 83(1986)-  35 09 04.86306(N)    090 02 51.88250(W) AD(       ) 4
 FF1986  NAD 27      -  35 09 04.53800(N)    090 02 51.55100(W) AD(       ) 3
 FF1986
 FF1986.Superseded values are not recommended for survey control.
 FF1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1986.See file dsdata.txt to determine how the superseded data were derived.
 FF1986
 FF1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6894293818(NAD 83)
 FF1986_MARKER: 90 = CHURCH SPIRE
 FF1986
 FF1986  HISTORY     - Date     Condition        Report By
 FF1986  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1986
 FF1986                          STATION DESCRIPTION
 FF1986
 FF1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1986'THE STATION IS THE CENTER OF THE BASE OF THE CROSS AT THE
 FF1986'TOP OF THE MEMPHIS, ST. MARYS CATHOLIC CHURCH SPIRE, LOCATED
 FF1986'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTH THIRD
 FF1986'STREET AND MARKET AVENUE IN DOWNTOWN MEMPHIS.  THE SPIRE
 FF1986'IS COVERED WITH WHITE SHINGLES, HAS A GOLD COLORED CROSS
 FF1986'AT THE TOP AND IS OVER THE MAIN ENTRANCE OF THE WHITE CONCRETE
 FF1986'CHURCH.  THE OVERALL HEIGHT IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1985 ***********************************************************************
 FF1985  DESIGNATION -  MEMPHIS STERICK BUILDING STACK
 FF1985  PID         -  FF1985
 FF1985  STATE/COUNTY-  TN/SHELBY
 FF1985  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1985
 FF1985                         *CURRENT SURVEY CONTROL
 FF1985  ___________________________________________________________________
 FF1985* NAD 83(1995)-  35 08 41.26212(N)    090 02 59.58174(W)     ADJUSTED  
 FF1985* NAVD 88     -                                                        
 FF1985  ___________________________________________________________________
 FF1985  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FF1985  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1985
 FF1985  HORZ ORDER  -  THIRD
 FF1985
 FF1985.The horizontal coordinates were established by classical geodetic methods
 FF1985.and adjusted by the National Geodetic Survey in April 1999..
 FF1985
 FF1985
 FF1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1985
 FF1985.The geoid height was determined by GEOID03.
 FF1985
 FF1985;                    North         East     Units Scale Factor Converg.
 FF1985;SPC TN       -    97,667.547   231,043.817   MT  1.00002023   -2 22 15.5
 FF1985;SPC TN       -   320,430.94    758,016.26   sFT  1.00002023   -2 22 15.5
 FF1985;SPC AR N     -    91,784.534   577,690.561   MT  0.99996516   +1 08 05.2
 FF1985;SPC AR N     -   301,129.76  1,895,306.45   sFT  0.99996516   +1 08 05.2
 FF1985;UTM  15      - 3,893,085.632   768,768.281   MT  1.00049035   +1 41 57.3
 FF1985;UTM  16      - 3,893,359.928   222,139.589   MT  1.00055162   -1 45 24.4
 FF1985
 FF1985                          SUPERSEDED SURVEY CONTROL
 FF1985
 FF1985  NAD 83(1995)-  35 08 41.26446(N)    090 02 59.58122(W) AD(       ) 4
 FF1985  NAD 83(1995)-  35 08 41.26799(N)    090 02 59.58081(W) AD(       ) 4
 FF1985  NAD 83(1986)-  35 08 41.27247(N)    090 02 59.58286(W) AD(       ) 4
 FF1985  NAD 27      -  35 08 40.95300(N)    090 02 59.26100(W) AD(       ) 3
 FF1985
 FF1985.Superseded values are not recommended for survey control.
 FF1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1985.See file dsdata.txt to determine how the superseded data were derived.
 FF1985
 FF1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6876893086(NAD 83)
 FF1985_MARKER: 63 = STACK
 FF1985
 FF1985  HISTORY     - Date     Condition        Report By
 FF1985  HISTORY     - 1929     FIRST OBSERVED   CGS
 FF1985  HISTORY     - 1957     GOOD             CGS
 FF1985
 FF1985                          STATION DESCRIPTION
 FF1985
 FF1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1985'THE STATION WAS RECOVERED, BUT HAS NOT BEEN DESCRIBED.  A
 FF1985'DESCRIPTION FOLLOWS-
 FF1985'
 FF1985'THE STATION IS THE CENTER OF THE TOP OF THE MEMPHIS, STERICK
 FF1985'BUILDING STACK, LOCATED ON THE ROOF OF THE STERICK BUILDING
 FF1985'AT 3 RD. AND MADISON IN DOWNTOWN MEMPHIS.  IT IS A 5X4 FOOT
 FF1985'IRON STACK, PAINTED ALUMINUM AND RISES ABOUT 20 FEET ABOVE
 FF1985'THE NORTHEAST CORNER OF THE ROOF.  OVERALL HEIGHT 385 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1981 ***********************************************************************
 FF1981  DESIGNATION -  MEMPHIS THE HUMKO CO TANK
 FF1981  PID         -  FF1981
 FF1981  STATE/COUNTY-  TN/SHELBY
 FF1981  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1981
 FF1981                         *CURRENT SURVEY CONTROL
 FF1981  ___________________________________________________________________
 FF1981* NAD 83(1995)-  35 11 13.27165(N)    090 01 54.15421(W)     ADJUSTED  
 FF1981* NAVD 88     -                                                        
 FF1981  ___________________________________________________________________
 FF1981  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FF1981  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF1981
 FF1981  HORZ ORDER  -  THIRD
 FF1981
 FF1981.The horizontal coordinates were established by classical geodetic methods
 FF1981.and adjusted by the National Geodetic Survey in April 1999..
 FF1981
 FF1981
 FF1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1981
 FF1981.The geoid height was determined by GEOID03.
 FF1981
 FF1981;                    North         East     Units Scale Factor Converg.
 FF1981;SPC TN       -   102,279.864   232,891.543   MT  1.00001171   -2 21 37.2
 FF1981;SPC TN       -   335,563.19    764,078.34   sFT  1.00001171   -2 21 37.2
 FF1981;SPC AR N     -    96,500.952   579,252.712   MT  0.99995982   +1 08 43.2
 FF1981;SPC AR N     -   316,603.54  1,900,431.61   sFT  0.99995982   +1 08 43.2
 FF1981;UTM  15      - 3,897,819.755   770,284.630   MT  1.00050042   +1 42 41.4
 FF1981;UTM  16      - 3,897,994.208   223,938.799   MT  1.00053933   -1 44 53.2
 FF1981
 FF1981                          SUPERSEDED SURVEY CONTROL
 FF1981
 FF1981  NAD 83(1995)-  35 11 13.27408(N)    090 01 54.15401(W) AD(       ) 4
 FF1981  NAD 83(1995)-  35 11 13.27707(N)    090 01 54.15350(W) AD(       ) 4
 FF1981  NAD 83(1986)-  35 11 13.28198(N)    090 01 54.15542(W) AD(       ) 4
 FF1981  NAD 27      -  35 11 12.96000(N)    090 01 53.82900(W) AD(       ) 3
 FF1981
 FF1981.Superseded values are not recommended for survey control.
 FF1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1981.See file dsdata.txt to determine how the superseded data were derived.
 FF1981
 FF1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7028597820(NAD 83)
 FF1981_MARKER: 52 = STANDPIPE TANK
 FF1981
 FF1981  HISTORY     - Date     Condition        Report By
 FF1981  HISTORY     - 1957     FIRST OBSERVED   CGS
 FF1981
 FF1981                          STATION DESCRIPTION
 FF1981
 FF1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF1981'THE STATION IS THE CENTER OF THE APEX OF THE HUMKO CO., WATER
 FF1981'TANK, LOCATED IN THE NORTHWEST SECTION OF MEMPHIS, 1702
 FF1981'THOMAS STREET IN THE NORTHEAST PART OF THE HUMKO CO. GROUNDS.
 FF1981'IT IS A SPHERE-SHAPED STEEL TANK, SUPPORTED BY A SINGLE
 FF1981'COLUMN, THE ENTIRE STRUCTURE IS PAINTED ALUMINUM AND HAS THE
 FF1981'INSCRIPTION HUMKO IN BLUE LETTERS ON THE EAST AND WEST SIDES
 FF1981'OF THE TANK.  THE OVERALL HEIGHT IS 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2552 ***********************************************************************
 FE2552  DESIGNATION -  MEMPHIS TV STA WHBQ MAST
 FE2552  PID         -  FE2552
 FE2552  STATE/COUNTY-  TN/SHELBY
 FE2552  USGS QUAD   -  ELLENDALE (1993)
 FE2552
 FE2552                         *CURRENT SURVEY CONTROL
 FE2552  ___________________________________________________________________
 FE2552* NAD 83(1995)-  35 10 28.94061(N)    089 50 42.62584(W)     ADJUSTED  
 FE2552* NAVD 88     -                                                        
 FE2552  ___________________________________________________________________
 FE2552  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FE2552  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2552
 FE2552  HORZ ORDER  -  THIRD
 FE2552
 FE2552.The horizontal coordinates were established by classical geodetic methods
 FE2552.and adjusted by the National Geodetic Survey in April 1999..
 FE2552
 FE2552
 FE2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2552
 FE2552.The geoid height was determined by GEOID03.
 FE2552
 FE2552;                    North         East     Units Scale Factor Converg.
 FE2552;SPC TN       -   100,231.189   249,813.984   MT  1.00001414   -2 15 04.0
 FE2552;SPC TN       -   328,841.83    819,598.05   sFT  1.00001414   -2 15 04.0
 FE2552;UTM  16      - 3,896,125.436   240,890.109   MT  1.00042750   -1 38 23.8
 FE2552
 FE2552                          SUPERSEDED SURVEY CONTROL
 FE2552
 FE2552  NAD 83(1995)-  35 10 28.94597(N)    089 50 42.62445(W) AD(       ) 4
 FE2552  NAD 83(1995)-  35 10 28.94723(N)    089 50 42.62559(W) AD(       ) 4
 FE2552  NAD 83(1986)-  35 10 28.95179(N)    089 50 42.62604(W) AD(       ) 4
 FE2552  NAD 27      -  35 10 28.61200(N)    089 50 42.31900(W) AD(       ) 3
 FE2552
 FE2552.Superseded values are not recommended for survey control.
 FE2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2552.See file dsdata.txt to determine how the superseded data were derived.
 FE2552
 FE2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4089096125(NAD 83)
 FE2552_MARKER: 42 = RADIO/TV MAST
 FE2552
 FE2552  HISTORY     - Date     Condition        Report By
 FE2552  HISTORY     - 1956     FIRST OBSERVED   CGS
 FE2552  HISTORY     - 1957     GOOD             CGS
 FE2552
 FE2552                          STATION DESCRIPTION
 FE2552
 FE2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 FE2552'STATION IS A RED FLASHING LIGHT ON TOP OF WHBQ TV MAST WHICH IS
 FE2552'LOCATED ABOUT 12 MILES ENE OF THE DOWN TOWN SECTION OF MEMPHIS AND
 FE2552'2-1/2 MILES SE OF BARTLETT.
 FE2552'
 FE2552'THE MAST IS A SLENDER STEEL, FRAMEWORK STRUCTURE 1073 FEET HIGH ABOVE
 FE2552'THE GROUND AND 1338 FEET ABOVE MEAN SEA LEVEL.
 FE2552
 FE2552                          STATION RECOVERY (1957)
 FE2552
 FE2552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2552'THE STATION WAS RECOVERED AS DESCRIBED. THE 1956 DESCRIPTION IS
 FE2552'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2553 ***********************************************************************
 FE2553  DESIGNATION -  MEMPHIS TV STA WKNO MAST
 FE2553  PID         -  FE2553
 FE2553  STATE/COUNTY-  TN/SHELBY
 FE2553  USGS QUAD   -  ELLENDALE (1993)
 FE2553
 FE2553                         *CURRENT SURVEY CONTROL
 FE2553  ___________________________________________________________________
 FE2553* NAD 83(1995)-  35 09 14.23924(N)    089 49 19.03136(W)     ADJUSTED  
 FE2553* NAVD 88     -                                                        
 FE2553  ___________________________________________________________________
 FE2553  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 FE2553  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE2553
 FE2553  HORZ ORDER  -  THIRD
 FE2553
 FE2553.The horizontal coordinates were established by classical geodetic methods
 FE2553.and adjusted by the National Geodetic Survey in April 1999..
 FE2553
 FE2553
 FE2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2553
 FE2553.The geoid height was determined by GEOID03.
 FE2553
 FE2553;                    North         East     Units Scale Factor Converg.
 FE2553;SPC TN       -    97,847.949   251,837.769   MT  1.00001834   -2 14 15.1
 FE2553;SPC TN       -   321,022.81    826,237.75   sFT  1.00001834   -2 14 15.1
 FE2553;UTM  16      - 3,893,762.975   242,940.043   MT  1.00041446   -1 37 32.5
 FE2553
 FE2553                          SUPERSEDED SURVEY CONTROL
 FE2553
 FE2553  NAD 83(1995)-  35 09 14.24320(N)    089 49 19.03049(W) AD(       ) 4
 FE2553  NAD 83(1995)-  35 09 14.24485(N)    089 49 19.03139(W) AD(       ) 4
 FE2553  NAD 83(1986)-  35 09 14.24999(N)    089 49 19.03184(W) AD(       ) 4
 FE2553  NAD 27      -  35 09 13.93100(N)    089 49 18.72400(W) AD(       ) 3
 FE2553
 FE2553.Superseded values are not recommended for survey control.
 FE2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2553.See file dsdata.txt to determine how the superseded data were derived.
 FE2553
 FE2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4294093763(NAD 83)
 FE2553_MARKER: 42 = RADIO/TV MAST
 FE2553
 FE2553  HISTORY     - Date     Condition        Report By
 FE2553  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2553
 FE2553                          STATION DESCRIPTION
 FE2553
 FE2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2553'THE STATION IS THE CENTER OF THE TOP OF MEMPHIS TELEVISION STATION
 FE2553'WKNO TOWER, LOCATED ABOUT 13 MILES EAST OF DOWNTOWN MEMPHIS AND 4
 FE2553'MILES NORTH OF GERMANTOWN.
 FE2553'
 FE2553'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE, PAINTED IN ALTERNATE
 FE2553'SECTIONS OF RED AND WHITE AND IS SUPPORTED BY GUY WIRES. THE
 FE2553'OVERALL HEIGHT IS 1073 FEET.
 FE2553'
 FE2553'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79, 70 AND 64
 FE2553'ABOUT 15 MILES NORTHEAST OF MEMPHIS, GO SOUTH ON 79, 70 AND 64 FOR
 FE2553'1.3 MILES TO A CROSSROAD TURN LEFT AND GO SOUTHEAST FOR 0.75 MILE TO
 FE2553'A T INTERSECTION. TURN RIGHT AND GO 0.4 MILE TO A Y INTERSECTION.
 FE2553'TAKE THE RIGHT FORK AND GO 1.25 MILES TO A CROSSROAD. TURN LEFT AND
 FE2553'FOLLOW MACON ROAD FOR 1.3 MILES TO A GRAVELED SIDE ROAD LEFT. TURN
 FE2553'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.05 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2579 ***********************************************************************
 FE2579  DESIGNATION -  MEMPHIS TV STA WMCT MAST
 FE2579  PID         -  FE2579
 FE2579  STATE/COUNTY-  TN/SHELBY
 FE2579  USGS QUAD   -  NORTHEAST MEMPHIS (1997)
 FE2579
 FE2579                         *CURRENT SURVEY CONTROL
 FE2579  ___________________________________________________________________
 FE2579* NAD 83(1995)-  35 10 09.25057(N)    089 53 10.22916(W)     ADJUSTED  
 FE2579* NAVD 88     -                                                        
 FE2579  ___________________________________________________________________
 FE2579  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FE2579  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2579
 FE2579  HORZ ORDER  -  THIRD
 FE2579
 FE2579.The horizontal coordinates were established by classical geodetic methods
 FE2579.and adjusted by the National Geodetic Survey in April 1999..
 FE2579
 FE2579
 FE2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2579
 FE2579.The geoid height was determined by GEOID03.
 FE2579
 FE2579;                    North         East     Units Scale Factor Converg.
 FE2579;SPC TN       -    99,772.346   246,057.829   MT  1.00001523   -2 16 30.4
 FE2579;SPC TN       -   327,336.44    807,274.73   sFT  1.00001523   -2 16 30.4
 FE2579;UTM  16      - 3,895,626.322   237,137.471   MT  1.00045165   -1 39 48.1
 FE2579
 FE2579                          SUPERSEDED SURVEY CONTROL
 FE2579
 FE2579  NAD 83(1995)-  35 10 09.25424(N)    089 53 10.22835(W) AD(       ) 4
 FE2579  NAD 83(1995)-  35 10 09.25657(N)    089 53 10.22909(W) AD(       ) 4
 FE2579  NAD 83(1986)-  35 10 09.26311(N)    089 53 10.22836(W) AD(       ) 4
 FE2579  NAD 27      -  35 10 08.92500(N)    089 53 09.91600(W) AD(       ) 3
 FE2579
 FE2579.Superseded values are not recommended for survey control.
 FE2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2579.See file dsdata.txt to determine how the superseded data were derived.
 FE2579
 FE2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3713795626(NAD 83)
 FE2579_MARKER: 42 = RADIO/TV MAST
 FE2579
 FE2579  HISTORY     - Date     Condition        Report By
 FE2579  HISTORY     - 1956     FIRST OBSERVED   CGS
 FE2579  HISTORY     - 1958     GOOD             CGS
 FE2579
 FE2579                          STATION DESCRIPTION
 FE2579
 FE2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 FE2579'STATION IS THE RED FLASHING LIGHT ON TOP OF WMCT TV MAST WHICH IS
 FE2579'LOCATED ABOUT 9.5 MILES EAST NORTHEAST OF THE DOWN TOWN SECTION
 FE2579'OF MEMPHIS AND 2-1/2 MILES SSW OF BARTLETT.
 FE2579'
 FE2579'THE MAST IS A SLENDER STEEL, FRAMEWORK WHICH IS 1088 FEET ABOVE THE
 FE2579'GROUND AND 1335 FEET ABOVE MEAN SEA LEVEL.
 FE2579
 FE2579                          STATION RECOVERY (1958)
 FE2579
 FE2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2579'THE STATION WAS RECOVERED AS DESCRIBED AND THE OLD DESCRIPTION IS
 FE2579'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2554 ***********************************************************************
 FE2554  DESIGNATION -  MEMPHIS TV STA WREC MAST
 FE2554  PID         -  FE2554
 FE2554  STATE/COUNTY-  TN/SHELBY
 FE2554  USGS QUAD   -  ELLENDALE (1993)
 FE2554
 FE2554                         *CURRENT SURVEY CONTROL
 FE2554  ___________________________________________________________________
 FE2554* NAD 83(1995)-  35 10 52.53376(N)    089 49 56.38876(W)     ADJUSTED  
 FE2554* NAVD 88     -                                                        
 FE2554  ___________________________________________________________________
 FE2554  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FE2554  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE2554
 FE2554  HORZ ORDER  -  THIRD
 FE2554
 FE2554.The horizontal coordinates were established by classical geodetic methods
 FE2554.and adjusted by the National Geodetic Survey in April 1999..
 FE2554
 FE2554
 FE2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2554
 FE2554.The geoid height was determined by GEOID03.
 FE2554
 FE2554;                    North         East     Units Scale Factor Converg.
 FE2554;SPC TN       -   100,911.850   251,011.539   MT  1.00001284   -2 14 37.0
 FE2554;SPC TN       -   331,074.96    823,527.02   sFT  1.00001284   -2 14 37.0
 FE2554;UTM  16      - 3,896,819.112   242,080.827   MT  1.00041991   -1 37 58.0
 FE2554
 FE2554                          SUPERSEDED SURVEY CONTROL
 FE2554
 FE2554  NAD 83(1995)-  35 10 52.53913(N)    089 49 56.38773(W) AD(       ) 4
 FE2554  NAD 83(1995)-  35 10 52.54035(N)    089 49 56.38854(W) AD(       ) 4
 FE2554  NAD 83(1986)-  35 10 52.54487(N)    089 49 56.38920(W) AD(       ) 4
 FE2554  NAD 27      -  35 10 52.21100(N)    089 49 56.08800(W) AD(       ) 3
 FE2554
 FE2554.Superseded values are not recommended for survey control.
 FE2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2554.See file dsdata.txt to determine how the superseded data were derived.
 FE2554
 FE2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4208196819(NAD 83)
 FE2554_MARKER: 42 = RADIO/TV MAST
 FE2554
 FE2554  HISTORY     - Date     Condition        Report By
 FE2554  HISTORY     - 1956     FIRST OBSERVED   CGS
 FE2554  HISTORY     - 1957     GOOD             CGS
 FE2554  HISTORY     - 20030730 GOOD             GEOCAC
 FE2554
 FE2554                          STATION DESCRIPTION
 FE2554
 FE2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 FE2554'STATION IS A FLASHING RED LIGHT ON TOP OF WREC TV MAST WHICH IS
 FE2554'LOCATED ABOUT 13 MILES ENE OF THE DOWN TOWN SECTION OF MEMPHIS AND
 FE2554'2-1/2 MILES SE OF BARTLETT.
 FE2554'
 FE2554'THE MAST IS A SLENDER STEEL, FRAMEWORK STRUCTURE 1078 FEET HIGH ABOVE
 FE2554'THE GROUND AND 1343 FEET ABOVE THE MEAN SEA LEVEL.
 FE2554
 FE2554                          STATION RECOVERY (1957)
 FE2554
 FE2554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2554'THE STATION WAS RECOVERED AS DESCRIBED. THE 1956 DESCRIPTION IS
 FE2554'ADEQUATE.
 FE2554
 FE2554                          STATION RECOVERY (2003)
 FE2554
 FE2554'RECOVERY NOTE BY GEOCACHING 2003
 FE2554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF2000 ***********************************************************************
 FF2000  DESIGNATION -  MEMPHIS TVA STEAM PLANT N STK
 FF2000  PID         -  FF2000
 FF2000  STATE/COUNTY-  TN/SHELBY
 FF2000  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF2000
 FF2000                         *CURRENT SURVEY CONTROL
 FF2000  ___________________________________________________________________
 FF2000* NAD 83(1995)-  35 07 35.31485(N)    090 03 01.76176(W)     ADJUSTED  
 FF2000* NAVD 88     -                                                        
 FF2000  ___________________________________________________________________
 FF2000  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FF2000  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF2000
 FF2000  HORZ ORDER  -  THIRD
 FF2000
 FF2000.The horizontal coordinates were established by classical geodetic methods
 FF2000.and adjusted by the National Geodetic Survey in April 1999..
 FF2000
 FF2000
 FF2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF2000
 FF2000.The geoid height was determined by GEOID03.
 FF2000
 FF2000;                    North         East     Units Scale Factor Converg.
 FF2000;SPC TN       -    95,639.194   230,904.590   MT  1.00002410   -2 22 16.7
 FF2000;SPC TN       -   313,776.26    757,559.48   sFT  1.00002410   -2 22 16.7
 FF2000;SPC AR N     -    89,751.577   577,675.626   MT  0.99996765   +1 08 03.9
 FF2000;SPC AR N     -   294,459.97  1,895,257.45   sFT  0.99996765   +1 08 03.9
 FF2000;UTM  15      - 3,891,051.561   768,773.364   MT  1.00049039   +1 41 53.2
 FF2000;UTM  16      - 3,891,329.123   222,022.064   MT  1.00055243   -1 45 22.8
 FF2000
 FF2000                          SUPERSEDED SURVEY CONTROL
 FF2000
 FF2000  NAD 83(1995)-  35 07 35.31737(N)    090 03 01.76116(W) AD(       ) 4
 FF2000  NAD 83(1995)-  35 07 35.32130(N)    090 03 01.76102(W) AD(       ) 4
 FF2000  NAD 83(1986)-  35 07 35.32517(N)    090 03 01.76283(W) AD(       ) 4
 FF2000  NAD 27      -  35 07 34.99800(N)    090 03 01.43200(W) AD(       ) 3
 FF2000
 FF2000.Superseded values are not recommended for survey control.
 FF2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2000.See file dsdata.txt to determine how the superseded data were derived.
 FF2000
 FF2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6877391052(NAD 83)
 FF2000_MARKER: 63 = STACK
 FF2000
 FF2000  HISTORY     - Date     Condition        Report By
 FF2000  HISTORY     - 1914     FIRST OBSERVED   CGS
 FF2000  HISTORY     - 1954     GOOD             CGS
 FF2000  HISTORY     - 1957     GOOD             CGS
 FF2000
 FF2000                          STATION DESCRIPTION
 FF2000
 FF2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 FF2000'THE STATION IS LOCATED IN THE WEST PART OF TOWN, 1 BLOCK NORTH
 FF2000'OF E.H. CRUMP BLVD. AND 100 FEET EAST OF SOUTH 4TH ST.  IT
 FF2000'IS A LARGE CONCRETE STACK 15 FEET IN DIAMETER AT THE BASE
 FF2000'AND HAS AN OVERALL HEIGHT OF APPROXIMATELY 250 FEET.
 FF2000'
 FF2000'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF STACK.
 FF2000
 FF2000                          STATION RECOVERY (1957)
 FF2000
 FF2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FF2000'THIS STATION WAS LISTED IN 1914 AS MEMPHIS, NEXT CHIMNEY
 FF2000'AND IN 1954 AS MEMPHIS, LIGHT GAS AND WATER CO., NORTH STACK.
 FF2000'IN 1954 THE STATION WAS DESCRIBED AND THE DESCRIPTION IS
 FF2000'ADEQUATE WITH THE EXCEPTION OF THE NAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8976 ***********************************************************************
 DF8976  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8976  DESIGNATION -  MEMPHIS WAAS 1 CORS ARP
 DF8976  CORS_ID     -  ZME1
 DF8976  PID         -  DF8976
 DF8976  STATE/COUNTY-  TN/SHELBY
 DF8976  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 DF8976
 DF8976                         *CURRENT SURVEY CONTROL
 DF8976  ___________________________________________________________________
 DF8976* NAD 83(CORS)-  35 04 02.59504(N)    089 57 19.30181(W)     ADJUSTED  
 DF8976* NAVD 88     -                                                        
 DF8976  ___________________________________________________________________
 DF8976  EPOCH DATE  -        2002.00
 DF8976  X           -       4,071.657 (meters)                     COMP
 DF8976  Y           -  -5,226,190.378 (meters)                     COMP
 DF8976  Z           -   3,644,028.287 (meters)                     COMP
 DF8976  ELLIP HEIGHT-          69.41  (meters)          (11/??/03) GPS OBS
 DF8976  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DF8976
 DF8976  HORZ ORDER  -  SPECIAL (CORS)
 DF8976  ELLP ORDER  -  SPECIAL (CORS)
 DF8976
 DF8976.ITRF positions are available for this station.
 DF8976.The coordinates were established by GPS observations
 DF8976.and adjusted by the National Geodetic Survey in November 2003..
 DF8976.The coordinates are valid at the epoch date displayed above.
 DF8976.The epoch date for horizontal control is a decimal equivalence
 DF8976.of Year/Month/Day.
 DF8976
 DF8976
 DF8976.The PID for the CORS L1 Phase Center is DH8935.
 DF8976
 DF8976.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8976
 DF8976.The ellipsoidal height was determined by GPS observations
 DF8976.and is referenced to NAD 83.
 DF8976
 DF8976.The geoid height was determined by GEOID03.
 DF8976
 DF8976;                    North         East     Units Scale Factor Converg.
 DF8976;SPC TN       -    88,734.342   239,303.326   MT  1.00003724   -2 18 56.3
 DF8976;SPC TN       -   291,122.59    785,114.33   sFT  1.00003724   -2 18 56.3
 DF8976
 DF8976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8976!SPC TN       -   0.99998911  x   1.00003724  =   1.00002634
 DF8976
 DF8976                          SUPERSEDED SURVEY CONTROL
 DF8976
 DF8976.No superseded survey control is available for this station.
 DF8976
 DF8976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3049984512(NAD 83)
 DF8976_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8976
 DF8976                          STATION DESCRIPTION
 DF8976
 DF8976'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8976'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8976'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8976'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8976'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8976'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH8935 ***********************************************************************
 DH8935  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8935  DESIGNATION -  MEMPHIS WAAS 1 CORS L1 PHASE CENTER
 DH8935  CORS_ID     -  ZME1
 DH8935  PID         -  DH8935
 DH8935  STATE/COUNTY-  TN/SHELBY
 DH8935  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 DH8935
 DH8935                         *CURRENT SURVEY CONTROL
 DH8935  ___________________________________________________________________
 DH8935* NAD 83(CORS)-  35 04 02.59504(N)    089 57 19.30195(W)     ADJUSTED  
 DH8935* NAVD 88     -                                                        
 DH8935  ___________________________________________________________________
 DH8935  EPOCH DATE  -        2002.00
 DH8935  X           -       4,071.654 (meters)                     COMP
 DH8935  Y           -  -5,226,190.754 (meters)                     COMP
 DH8935  Z           -   3,644,028.552 (meters)                     COMP
 DH8935  ELLIP HEIGHT-          69.87  (meters)          (11/??/03) GPS OBS
 DH8935  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DH8935
 DH8935  HORZ ORDER  -  SPECIAL (CORS)
 DH8935  ELLP ORDER  -  SPECIAL (CORS)
 DH8935
 DH8935.ITRF positions are available for this station.
 DH8935.The coordinates were established by GPS observations
 DH8935.and adjusted by the National Geodetic Survey in November 2003..
 DH8935.The coordinates are valid at the epoch date displayed above.
 DH8935.The epoch date for horizontal control is a decimal equivalence
 DH8935.of Year/Month/Day.
 DH8935
 DH8935
 DH8935.The PID for the CORS ARP is DF8976.
 DH8935
 DH8935.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8935
 DH8935.The ellipsoidal height was determined by GPS observations
 DH8935.and is referenced to NAD 83.
 DH8935
 DH8935.The geoid height was determined by GEOID03.
 DH8935
 DH8935;                    North         East     Units Scale Factor Converg.
 DH8935;SPC TN       -    88,734.342   239,303.322   MT  1.00003724   -2 18 56.3
 DH8935;SPC TN       -   291,122.59    785,114.32   sFT  1.00003724   -2 18 56.3
 DH8935
 DH8935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8935!SPC TN       -   0.99998903  x   1.00003724  =   1.00002627
 DH8935
 DH8935                          SUPERSEDED SURVEY CONTROL
 DH8935
 DH8935.No superseded survey control is available for this station.
 DH8935
 DH8935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3049984512(NAD 83)
 DH8935_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8935
 DH8935                          STATION DESCRIPTION
 DH8935
 DH8935'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8935'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8935'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8935'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8935'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8935'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2463 ***********************************************************************
 FE2463  DESIGNATION -  MERCER
 FE2463  PID         -  FE2463
 FE2463  STATE/COUNTY-  TN/MADISON
 FE2463  USGS QUAD   -  MERCER (1981)
 FE2463
 FE2463                         *CURRENT SURVEY CONTROL
 FE2463  ___________________________________________________________________
 FE2463* NAD 83(1995)-  35 28 18.34570(N)    089 02 11.47731(W)     ADJUSTED  
 FE2463* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 FE2463  ___________________________________________________________________
 FE2463  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FE2463  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE2463
 FE2463  HORZ ORDER  -  THIRD
 FE2463
 FE2463.The horizontal coordinates were established by classical geodetic methods
 FE2463.and adjusted by the National Geodetic Survey in April 1999..
 FE2463
 FE2463.The orthometric height was scaled from a topographic map.
 FE2463
 FE2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2463
 FE2463.The geoid height was determined by GEOID03.
 FE2463
 FE2463;                    North         East     Units Scale Factor Converg.
 FE2463;SPC TN       -   130,583.048   324,454.828   MT  0.99996827   -1 46 39.7
 FE2463;SPC TN       -   428,421.22  1,064,482.21   sFT  0.99996827   -1 46 39.7
 FE2463;UTM  16      - 3,927,267.882   315,224.125   MT  1.00002076   -1 10 55.7
 FE2463
 FE2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2463!SPC TN       -   0.99998306  x   0.99996827  =   0.99995133
 FE2463!UTM  16      -   0.99998306  x   1.00002076  =   1.00000382
 FE2463
 FE2463|---------------------------------------------------------------------|
 FE2463| PID    Reference Object                     Distance      Geod. Az  |
 FE2463|                                                           dddmmss.s |
 FE2463| CG4568 MERCER RM 1                           9.612 METERS 07942     |
 FE2463| CG4567 MERCER AZ MK                                       0992037.0 |
 FE2463| CG4569 MERCER RM 2                           9.632 METERS 25615     |
 FE2463|---------------------------------------------------------------------|
 FE2463
 FE2463                          SUPERSEDED SURVEY CONTROL
 FE2463
 FE2463  NAD 83(1995)-  35 28 18.35137(N)    089 02 11.48095(W) AD(       ) 3
 FE2463  NAD 83(1986)-  35 28 18.35740(N)    089 02 11.47805(W) AD(       ) 3
 FE2463  NAD 27      -  35 28 18.07560(N)    089 02 11.24460(W) AD(       ) 3
 FE2463
 FE2463.Superseded values are not recommended for survey control.
 FE2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2463.See file dsdata.txt to determine how the superseded data were derived.
 FE2463
 FE2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE1522427268(NAD 83)
 FE2463_MARKER: DS = TRIANGULATION STATION DISK
 FE2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2463
 FE2463  HISTORY     - Date     Condition        Report By
 FE2463  HISTORY     - 1958     MONUMENTED       CGS
 FE2463
 FE2463                          STATION DESCRIPTION
 FE2463
 FE2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2463'THE STATION IS LOCATED ON A PROMINENT KNOLL IN THE SOUTHEAST EDGE OF
 FE2463'THE TOWN OF MERCER ON THE PROPERTY OF MR. G.S.  YANDELL JR.,
 FE2463'ABOUT 200 FEET EAST OF HIS RESIDENCE.  IT IS 44 FEET SOUTH OF AN 8
 FE2463'INCH PEAR TREE, 4 FEET NORTHEAST OF A WHITE WITNESS POST AND 2
 FE2463'FEET NORTH OF A FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2463'STAMPED MERCER 1958.
 FE2463'
 FE2463'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 FE2463'SQUARE IN JACKSON, GO WEST ON U.S. HIGHWAY 70 AND STATE HIGHWAY
 FE2463'20 FOR 0.6 MILE TO THE JUNCTION OF HIGHWAYS 70 AND 20.  CONTINUE WEST
 FE2463'ON HIGHWAY 70 FOR 13.75 MILES TO A CROSSROAD (JUNCTION OF U.S.
 FE2463'HIGHWAY 70, STATE HIGHWAY 138 AND PROVIDENCE ROAD).  TURN LEFT AND GO
 FE2463'SOUTH ON STATE HIGHWAY 138 FOR 5.25 MILES TO WILLIAM HILL
 FE2463'SCHOOL ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 138 FOR 2.55 MILES TO
 FE2463'THE RAILROAD CROSSING IN THE TOWN OF MERCER.  CONTINUE SOUTH
 FE2463'UPGRADE FOR 0.55 MILE TO A GRAVELED ROAD RIGHT*.  TURN RIGHT AND GO
 FE2463'SOUTHEAST ON THE GRAVELED ROAD FOR 0.15 MILE TO THE HOME OF MR. G.S.
 FE2463'YANDELL JR. AND STATION AS DESCRIBED.
 FE2463'
 FE2463'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED ROAD RIGHT, GO EASTERLY
 FE2463'ON STATE HIGHWAY 138 FOR 1.1 MILE TO THE MARK ON THE LEFT, NORTH
 FE2463'SIDE OF THE HIGHWAY.
 FE2463'
 FE2463'THE AZIMUTH MARK IS 65 FEET SOUTH OF A WIRE FENCE, 57 FEET NORTH OF
 FE2463'THE CENTERLINE OF STATE HIGHWAY 138 AND 2 FEET NORTHWEST OF A
 FE2463'WHITE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FE2463'STAMPED MERCER 1958.
 FE2463'
 FE2463'REFERENCE MARK 1 IS 48 FEET WEST OF A FENCE CORNER, 40 FEET SOUTHWEST
 FE2463'OF A TWIN PEAR TREE, 36 FEET EAST OF A WHITE WITNESS POST AND 1
 FE2463'FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2463'MERCER NO 1 1958.
 FE2463'
 FE2463'REFERENCE MARK 2 IS 36 FEET SOUTH OF THE 8 INCH PEAR TREE, 27 FEET
 FE2463'WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE
 FE2463'MONUMENT IS FLUSH AND THE DISK IS STAMPED MERCER NO 2 1958.
 FE2463'
 FE2463'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2440 ***********************************************************************
 FE2440  DESIGNATION -  MERIDIAN
 FE2440  PID         -  FE2440
 FE2440  STATE/COUNTY-  TN/HAYWOOD
 FE2440  USGS QUAD   -  BROWNSVILLE (1983)
 FE2440
 FE2440                         *CURRENT SURVEY CONTROL
 FE2440  ___________________________________________________________________
 FE2440* NAD 83(1995)-  35 36 53.72957(N)    089 18 23.03283(W)     ADJUSTED  
 FE2440* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2440  ___________________________________________________________________
 FE2440  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 FE2440  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 FE2440
 FE2440  HORZ ORDER  -  THIRD
 FE2440
 FE2440.The horizontal coordinates were established by classical geodetic methods
 FE2440.and adjusted by the National Geodetic Survey in April 1999..
 FE2440
 FE2440.The orthometric height was scaled from a topographic map.
 FE2440
 FE2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2440
 FE2440.The geoid height was determined by GEOID03.
 FE2440
 FE2440;                    North         East     Units Scale Factor Converg.
 FE2440;SPC TN       -   147,250.882   300,510.677   MT  0.99995568   -1 56 08.5
 FE2440;SPC TN       -   483,105.60    985,925.45   sFT  0.99995568   -1 56 08.5
 FE2440;UTM  16      - 3,943,688.533   291,105.670   MT  1.00013776   -1 20 36.9
 FE2440
 FE2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2440!SPC TN       -   0.99998506  x   0.99995568  =   0.99994074
 FE2440!UTM  16      -   0.99998506  x   1.00013776  =   1.00012282
 FE2440
 FE2440:                Primary Azimuth Mark                     Grid Az
 FE2440:SPC TN       -  BROWNSVILLE MUN TANK                     119 14 51.6
 FE2440:UTM  16      -  BROWNSVILLE MUN TANK                     118 39 20.0
 FE2440
 FE2440|---------------------------------------------------------------------|
 FE2440| PID    Reference Object                     Distance      Geod. Az  |
 FE2440|                                                           dddmmss.s |
 FE2440| FE2436 BROWNSVILLE MUN TANK                APPROX. 4.8 KM 1171843.1 |
 FE2440| FE2435 BROWNSVILLE FIRST METH CHURCH       APPROX. 4.7 KM 1181436.2 |
 FE2440| FE2434 BROWNSVILLE FED COMP WHSE TANK      APPROX. 5.3 KM 1233522.0 |
 FE2440| CG4570 MERIDIAN AZ MK                                     1331118.7 |
 FE2440| CG4571 MERIDIAN RM 1                        29.751 METERS 15740     |
 FE2440| CG4572 MERIDIAN RM 2                        16.580 METERS 26029     |
 FE2440|---------------------------------------------------------------------|
 FE2440
 FE2440                          SUPERSEDED SURVEY CONTROL
 FE2440
 FE2440  NAD 83(1995)-  35 36 53.73530(N)    089 18 23.03465(W) AD(       ) 3
 FE2440  NAD 83(1986)-  35 36 53.74108(N)    089 18 23.03352(W) AD(       ) 3
 FE2440  NAD 27      -  35 36 53.45910(N)    089 18 22.78280(W) AD(       ) 3
 FE2440
 FE2440.Superseded values are not recommended for survey control.
 FE2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2440.See file dsdata.txt to determine how the superseded data were derived.
 FE2440
 FE2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9110643689(NAD 83)
 FE2440_MARKER: DS = TRIANGULATION STATION DISK
 FE2440_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FE2440
 FE2440  HISTORY     - Date     Condition        Report By
 FE2440  HISTORY     - 1958     MONUMENTED       CGS
 FE2440
 FE2440                          STATION DESCRIPTION
 FE2440
 FE2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2440'THE STATION IS ABOUT 3.5 MILES NORTHWEST OF BROWNSVILLE ON THE
 FE2440'NORTHEAST SIDE OF STATE HIGHWAY 19, ON THE PROPERTY OF RAY
 FE2440'YELVERTON.  IT IS 2 FEET NORTHWEST OF A WIRE FENCE, 47 FEET NORTHEAST
 FE2440'OF A WHITE WITNESS POST, 79 FEET NORTHEAST OF THE CENTERLINE OF
 FE2440'STATE HIGHWAY 19 AND 193 FEET EAST OF THE EAST CORNER OF A FRAME
 FE2440'HOUSE.  THE MARK IS 16 INCHES UNDERGROUND AND THE DISK IS
 FE2440'STAMPED MERIDIAN 1958.
 FE2440'
 FE2440'TO REACH THE STATION FROM THE WEST SIDE OF BROWNSVILLE AND THE
 FE2440'JUNCTION OF U.S. HIGHWAY 70-79 AND STATE HIGHWAY 19-54, GO WEST ON
 FE2440'STATE HIGHWAY 19-54 FOR 0.3 MILE TO THE JUNCTION OF HIGHWAYS 19-54.
 FE2440'TURN RIGHT AND GO NORTHWEST ON HIGHWAY 19 FOR 2.9 MILES TO THE
 FE2440'STATION ON THE RIGHT.
 FE2440'
 FE2440'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE HIGHWAY
 FE2440'19 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST SIDE OF THE
 FE2440'HIGHWAY.
 FE2440'
 FE2440'REFERENCE MARK 1 IS 32 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2440'19, 89 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2440'FLUSH AND THE DISK IS STAMPED MERIDIAN NO 1 1958.
 FE2440'
 FE2440'REFERENCE MARK 2 IS 32 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 FE2440'19, AND 54 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2440'FLUSH AND THE DISK IS STAMPED MERIDIAN NO 2 1958.
 FE2440'
 FE2440'THE AZIMUTH MARK IS 4 FEET NORTHWEST OF A WHITE WITNESS POST, 32 FEET
 FE2440'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 19 AND 37 FEET SOUTHEAST OF
 FE2440'A PAVED DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FE2440'MERIDIAN 1958.
 FE2440'
 FE2440'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0691 ***********************************************************************
 FD0691  DESIGNATION -  MERIDIAN MK
 FD0691  PID         -  FD0691
 FD0691  STATE/COUNTY-  TN/HICKMAN
 FD0691  USGS QUAD   -  CENTERVILLE (1987)
 FD0691
 FD0691                         *CURRENT SURVEY CONTROL
 FD0691  ___________________________________________________________________
 FD0691* NAD 83(1986)-  35 46 43.     (N)    087 28 01.     (W)     SCALED    
 FD0691* NAVD 88     -       192.319  (meters)     630.97   (feet)  ADJUSTED  
 FD0691  ___________________________________________________________________
 FD0691  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FD0691  DYNAMIC HT  -         192.149 (meters)     630.41  (feet)  COMP
 FD0691  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 FD0691
 FD0691  VERT ORDER  -  SECOND    CLASS 0
 FD0691
 FD0691.The horizontal coordinates were scaled from a topographic map and have
 FD0691.an estimated accuracy of +/- 6 seconds.
 FD0691
 FD0691.The orthometric height was determined by differential leveling
 FD0691.and adjusted by the National Geodetic Survey in June 1991..
 FD0691
 FD0691.The geoid height was determined by GEOID03.
 FD0691
 FD0691.The dynamic height is computed by dividing the NAVD 88
 FD0691.geopotential number by the normal gravity value computed on the
 FD0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0691.degrees latitude (g = 980.6199 gals.).
 FD0691
 FD0691.The modeled gravity was interpolated from observed gravity values.
 FD0691
 FD0691;                    North         East    Units  Estimated Accuracy
 FD0691;SPC TN       -   161,350.      467,380.      MT  (+/- 180 meters Scaled)
 FD0691
 FD0691                          SUPERSEDED SURVEY CONTROL
 FD0691
 FD0691  NGVD 29 (??/??/92)  192.308  (m)          630.93   (f) ADJ UNCH    2 0
 FD0691
 FD0691.Superseded values are not recommended for survey control.
 FD0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0691.See file dsdata.txt to determine how the superseded data were derived.
 FD0691
 FD0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE577594(NAD 83)
 FD0691_MARKER: DD = SURVEY DISK
 FD0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD0691_SP_SET: BLOCK
 FD0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD0691
 FD0691  HISTORY     - Date     Condition        Report By
 FD0691  HISTORY     - UNK      MONUMENTED       USGS
 FD0691  HISTORY     - 1943     GOOD             NGS
 FD0691
 FD0691                          STATION DESCRIPTION
 FD0691
 FD0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FD0691'AT CENTERVILLE.
 FD0691'AT CENTERVILLE, IN FRONT OF A DRUG STORE OCCUPYING THE BUILDING
 FD0691'NEXT TO THE POST OFFICE, AT THE NORTH EDGE OF THE WALK ON THE
 FD0691'SOUTH SIDE OF THE SQUARE, AND 8 FEET WEST OF A GASOLINE PUMP.
 FD0691'A U.S. GEOLOGICAL SURVEY STANDARD DISK, SET IN A STONE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF1973 ***********************************************************************
 FF1973  DESIGNATION -  METHODIST
 FF1973  PID         -  FF1973
 FF1973  STATE/COUNTY-  TN/SHELBY
 FF1973  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF1973
 FF1973                         *CURRENT SURVEY CONTROL
 FF1973  ___________________________________________________________________
 FF1973* NAD 83(1995)-  35 08 10.55972(N)    090 01 07.88431(W)     ADJUSTED  
 FF1973* NAVD 88     -       132.4    (meters)     434.     (feet)  VERTCON   
 FF1973  ___________________________________________________________________
 FF1973  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FF1973  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF1973
 FF1973  HORZ ORDER  -  THIRD
 FF1973
 FF1973.The horizontal coordinates were established by classical geodetic methods
 FF1973.and adjusted by the National Geodetic Survey in April 1999..
 FF1973
 FF1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 FF1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FF1973
 FF1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF1973
 FF1973.The geoid height was determined by GEOID03.
 FF1973
 FF1973;                    North         East     Units Scale Factor Converg.
 FF1973;SPC TN       -    96,605.629   233,830.034   MT  1.00002202   -2 21 10.1
 FF1973;SPC TN       -   316,946.97    767,157.37   sFT  1.00002202   -2 21 10.1
 FF1973;SPC AR N     -    90,895.023   580,536.340   MT  0.99996630   +1 09 10.2
 FF1973;SPC AR N     -   298,211.42  1,904,642.98   sFT  0.99996630   +1 09 10.2
 FF1973;UTM  15      - 3,892,223.727   771,624.206   MT  1.00050938   +1 43 00.4
 FF1973;UTM  16      - 3,892,327.403   224,938.487   MT  1.00053255   -1 44 18.6
 FF1973
 FF1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1973!SPC TN       -   0.99998350  x   1.00002202  =   1.00000552
 FF1973!SPC AR N     -   0.99998350  x   0.99996630  =   0.99994980
 FF1973!UTM  15      -   0.99998350  x   1.00050938  =   1.00049287
 FF1973!UTM  16      -   0.99998350  x   1.00053255  =   1.00051604
 FF1973
 FF1973:                Primary Azimuth Mark                     Grid Az
 FF1973:SPC TN       -  BELL                                     204 18 07.7
 FF1973:SPC AR N     -  BELL                                     200 47 47.4
 FF1973:UTM  15      -  BELL                                     200 13 57.2
 FF1973:UTM  16      -  BELL                                     203 41 16.2
 FF1973
 FF1973|---------------------------------------------------------------------|
 FF1973| PID    Reference Object                     Distance      Geod. Az  |
 FF1973|                                                           dddmmss.s |
 FF1973| FF1993 BELL                                APPROX. 0.6 KM 2015657.6 |
 FF1973| FF1046 TS P 1                              376.589 METERS 23146     |
 FF1973| FF0360 PASADENA                            293.728 METERS 26318     |
 FF1973| FF1047 TS Q 1                              326.853 METERS 29813     |
 FF1973|---------------------------------------------------------------------|
 FF1973
 FF1973                          SUPERSEDED SURVEY CONTROL
 FF1973
 FF1973  NAD 83(1995)-  35 08 10.56206(N)    090 01 07.88378(W) AD(       ) 3
 FF1973  NAD 83(1995)-  35 08 10.56546(N)    090 01 07.88384(W) AD(       ) 3
 FF1973  NAD 83(1986)-  35 08 10.57010(N)    090 01 07.88533(W) AD(       ) 3
 FF1973  NAD 27      -  35 08 10.24530(N)    090 01 07.55820(W) AD(       ) 3
 FF1973  NGVD 29 (07/19/86)  132.4    (m)          434.     (f) VERT ANG       
 FF1973
 FF1973.Superseded values are not recommended for survey control.
 FF1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1973.See file dsdata.txt to determine how the superseded data were derived.
 FF1973
 FF1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7162492224(NAD 83)
 FF1973_MARKER: DS = TRIANGULATION STATION DISK
 FF1973_SETTING: 0 = UNSPECIFIED SETTING
 FF1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1973
 FF1973  HISTORY     - Date     Condition        Report By
 FF1973  HISTORY     - 1959     MONUMENTED       CGS
 FF1973
 FF1973                          STATION DESCRIPTION
 FF1973
 FF1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF1973'THE STATION IS LOCATED ON THE TOP AND HIGHEST PART OF THE
 FF1973'METHODIST HOSPITAL WHICH IS LOCATED ABOUT 2.0 MILES EAST-SOUTHEAST
 FF1973'OF THE DOWNTOWN SECTION OF MEMPHIS AND IN THE SOUTHEAST
 FF1973'ANGLE OF THE INTERSECTION OF BELLEVUE BOULEVARD AND UNION AVENUE.
 FF1973'
 FF1973'THE STATION MARK, A STANDARD DISK STAMPED METHODIST 1959,
 FF1973'IS SET IN A DRILL HOLE IN THE CONCRETE ROOF OF THE HOSPITAL.
 FF1973'IT IS 7 FEET NORTH OF THE SOUTH EDGE OF THE BUILDING AND
 FF1973'3 FEET EAST OF THE WEST EDGE OF THE BUILDING.
 FF1973'
 FF1973'NOTE- WHEN VISITING THE STATION MR. P.E. GIESELMANN, CHIEF
 FF1973'ENGINEER OF THE METHODIST HOSPITAL, SHOULD BE CONTACTED
 FF1973'AND HE WILL ADVISE THE WAY TO THE STATION.
 FF1973'
 FF1973'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1831 ***********************************************************************
 FC1831  DESIGNATION -  MEYERS
 FC1831  PID         -  FC1831
 FC1831  STATE/COUNTY-  TN/BLEDSOE
 FC1831  USGS QUAD   -  BROCKDELL (1989)
 FC1831
 FC1831                         *CURRENT SURVEY CONTROL
 FC1831  ___________________________________________________________________
 FC1831* NAD 83(1995)-  35 34 10.69620(N)    085 18 10.32058(W)     ADJUSTED  
 FC1831* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 FC1831  ___________________________________________________________________
 FC1831  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 FC1831  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1831
 FC1831  HORZ ORDER  -  SECOND
 FC1831
 FC1831.The horizontal coordinates were established by classical geodetic methods
 FC1831.and adjusted by the National Geodetic Survey in April 1999..
 FC1831
 FC1831.The orthometric height was scaled from a topographic map.
 FC1831
 FC1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1831
 FC1831.The geoid height was determined by GEOID03.
 FC1831
 FC1831;                    North         East     Units Scale Factor Converg.
 FC1831;SPC TN       -   137,392.004   663,192.705   MT  0.99995899   +0 24 29.3
 FC1831;SPC TN       -   450,760.27  2,175,824.73   sFT  0.99995899   +0 24 29.3
 FC1831;UTM  16      - 3,937,541.866   653,792.643   MT  0.99989147   +0 59 14.6
 FC1831
 FC1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1831!SPC TN       -   0.99990362  x   0.99995899  =   0.99986262
 FC1831!UTM  16      -   0.99990362  x   0.99989147  =   0.99979510
 FC1831
 FC1831|---------------------------------------------------------------------|
 FC1831| PID    Reference Object                     Distance      Geod. Az  |
 FC1831|                                                           dddmmss.s |
 FC1831| CG6932 MEYERS RM 1                          29.081 METERS 07050     |
 FC1831| FC1832 SMART                               APPROX.11.9 KM 2741946.4 |
 FC1831| CG6933 MEYERS RM 2                          38.649 METERS 34123     |
 FC1831| CG6931 MEYERS AZ MK                                       3491524.1 |
 FC1831|---------------------------------------------------------------------|
 FC1831
 FC1831                          SUPERSEDED SURVEY CONTROL
 FC1831
 FC1831  NAD 83(1995)-  35 34 10.69679(N)    085 18 10.32220(W) AD(       ) 2
 FC1831  NAD 83(1986)-  35 34 10.70172(N)    085 18 10.32120(W) AD(       ) 2
 FC1831  NAD 27      -  35 34 10.46100(N)    085 18 10.44900(W) AD(       ) 2
 FC1831
 FC1831.Superseded values are not recommended for survey control.
 FC1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1831.See file dsdata.txt to determine how the superseded data were derived.
 FC1831
 FC1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5379337542(NAD 83)
 FC1831_MARKER: DD = SURVEY DISK
 FC1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FC1831
 FC1831  HISTORY     - Date     Condition        Report By
 FC1831  HISTORY     - 1934     MONUMENTED       CGS
 FC1831  HISTORY     - 1967     MARK NOT FOUND   CGS
 FC1831
 FC1831                          STATION DESCRIPTION
 FC1831
 FC1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1831'ABOUT 6.75 MILES WEST-SOUTHWEST OF PIKEVILLE, 1 MILE NORTH OF JOHN
 FC1831'MEYERS HOME, NEAR WEST END OF SUMMIT OF SPUR RIDGE OF
 FC1831'CUMBERLAND PLATEAU, AND ON PROPERTY OF THE INMAN CO. TO REACH FROM
 FC1831'JUNCTION OF STATE ROUTES 28 AND 30 AT PIKEVILLE, FOLLOW ROUTE
 FC1831'28 SOUTH 8.8 MILES, TURN RIGHT AT CROSSROAD AND GO 2.5 MILES UP
 FC1831'MOUNTAIN TO SUMMIT, FOLLOW MAIN LEFT FORK 2.95 MILES TO
 FC1831'BROCKBELL POST OFFICE, CONTINUE AHEAD 0.5 MILE ON MAIN ROAD TO
 FC1831'OBLIQUE CROSSROADS, TURN RIGHT AND GO 1.95 MILES TO HOME OF
 FC1831'JOHN MEYERS, TURN LEFT ONTO ROUGH WOODS ROAD JUST BEYOND MEYERS
 FC1831'HOUSE AND GO 0.25 MILE THROUGH WOODS, FOLLOW RIGHT FORK 0.7
 FC1831'MILE TO DIM CROSSROADS, TURN RIGHT AND GO 0.45 MILE UP
 FC1831'GRADE TO SUMMIT AT TRIANGLE-BLAZED TREE ON RIGHT AND STATION SITE.
 FC1831'STATION IS NEAR SOUTH EDGE OF SUMMIT, 100 FEET SOUTH OF RIDGE
 FC1831'ROAD, 100 FEET SOUTH OF TRIANGLE-BLAZED OAK, AND 25 FEET SOUTHWEST OF
 FC1831'LEANING 30-INCH OAK.  SURFACE AND UNDERGROUND MARKS ARE
 FC1831'STANDARD STATION DISKS IN CONCRETE. REFERENCE AND
 FC1831'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 FC1831'NO. 1 IS ON SOUTH SIDE OF RIDGE ROAD, NEAR LARGE WHITE OAK,
 FC1831'AND 95.41 FEET FROM STATION. NO. 2
 FC1831'IS ON SOUTH SIDE OF RIDGE ROAD, NEAR LARGE OAK SNAG, AND
 FC1831'126.80 FEET FROM STATION. AZIMUTH MARK IS
 FC1831'OPPOSITE DIM T-ROAD LEADING NORTH, AT BASE OF SMALL TREE, 12
 FC1831'FEET SOUTH OF CENTER OF RIDGE ROAD, AND 200 YARDS FROM STATION
 FC1831'N 10 DEG 45 MIN W.
 FC1831
 FC1831                          STATION RECOVERY (1967)
 FC1831
 FC1831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FC1831'A COMPLETE AND THOROUGH SEARCH WAS MADE IN THE ATTEMPT TO FIND THE
 FC1831'UNDERGROUND STATION MARK AT THIS STATION, BUT IT COULD NOT BE
 FC1831'FOUND. REFERENCE MARK NO. 1 WAS THE ONLY MARK FOUND AT THIS STATION
 FC1831'AND IT WAS IN NO WAY DISTURBED.  PIECES OF EITHER THE AZIMUTH
 FC1831'MARK OR REFERENCE MARK NO. 2 WERE FOUND SOME DISTANCE FROM THEIR
 FC1831'SUPPOSED LOCATION.
 FC1831'
 FC1831'IN THE LATE YEARS OF THE CIVILIAN CONSERVATION CORPS, A FIRE LOOKOUT
 FC1831'TOWER WAS BUILT AT THE SITE OF THE STATION, AND ACCORDING TO
 FC1831'LOCAL NATIVES, THE TOP OF THE HILL WAS GRADED OFF TO MAKE A LEVEL
 FC1831'PLACE FOR THE TOWER AND NECESSARY BUILDING. IT IS
 FC1831'ASSUMED THAT ALL BUT REFERENCE MARK NO. 1 ARE COMPLETELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1516 ***********************************************************************
 EG1516  DESIGNATION -  MICHIE
 EG1516  PID         -  EG1516
 EG1516  STATE/COUNTY-  TN/MCNAIRY
 EG1516  USGS QUAD   -  KENDRICK (1991)
 EG1516
 EG1516                         *CURRENT SURVEY CONTROL
 EG1516  ___________________________________________________________________
 EG1516* NAD 83(1995)-  34 59 50.00687(N)    088 27 46.21053(W)     ADJUSTED  
 EG1516* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 EG1516  ___________________________________________________________________
 EG1516  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 EG1516  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EG1516
 EG1516  HORZ ORDER  -  THIRD
 EG1516
 EG1516.The horizontal coordinates were established by classical geodetic methods
 EG1516.and adjusted by the National Geodetic Survey in April 1999..
 EG1516
 EG1516.The orthometric height was scaled from a topographic map.
 EG1516
 EG1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1516
 EG1516.The geoid height was determined by GEOID03.
 EG1516
 EG1516;                    North         East     Units Scale Factor Converg.
 EG1516;SPC TN       -    76,489.139   375,176.134   MT  1.00005422   -1 26 30.6
 EG1516;SPC TN       -   250,948.12  1,230,890.37   sFT  1.00005422   -1 26 30.6
 EG1516;SPC MS E     -   609,627.907   333,821.532   MT  0.99996409   +0 12 45.0
 EG1516;SPC MS E     - 2,000,087.56  1,095,212.81   sFT  0.99996409   +0 12 45.0
 EG1516;UTM  16      - 3,873,712.755   366,504.259   MT  0.99981964   -0 50 20.8
 EG1516
 EG1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1516!SPC TN       -   0.99998000  x   1.00005422  =   1.00003422
 EG1516!SPC MS E     -   0.99998000  x   0.99996409  =   0.99994409
 EG1516!UTM  16      -   0.99998000  x   0.99981964  =   0.99979964
 EG1516
 EG1516|---------------------------------------------------------------------|
 EG1516| PID    Reference Object                     Distance      Geod. Az  |
 EG1516|                                                           dddmmss.s |
 EG1516| CG4574 MICHIE RM 1                          31.772 METERS 07446     |
 EG1516| CG4575 MICHIE RM 2                          57.507 METERS 18204     |
 EG1516| EG1601 CORINTH BLACK TANK                  APPROX. 8.0 KM 2145257.0 |
 EG1516| EG0887 CORINTH                             APPROX. 7.3 KM 2201725.1 |
 EG1516| CG4573 MICHIE AZ MK                                       2524128.1 |
 EG1516|---------------------------------------------------------------------|
 EG1516
 EG1516                          SUPERSEDED SURVEY CONTROL
 EG1516
 EG1516  NAD 83(1995)-  34 59 50.00689(N)    088 27 46.21055(W) AD(       ) 3
 EG1516  NAD 83(1995)-  34 59 50.01151(N)    088 27 46.20973(W) AD(       ) 3
 EG1516  NAD 83(1995)-  34 59 50.01651(N)    088 27 46.20910(W) AD(       ) 3
 EG1516  NAD 83(1986)-  34 59 50.01650(N)    088 27 46.20889(W) AD(       ) 3
 EG1516  NAD 27      -  34 59 49.70600(N)    088 27 46.04600(W) AD(       ) 3
 EG1516
 EG1516.Superseded values are not recommended for survey control.
 EG1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1516.See file dsdata.txt to determine how the superseded data were derived.
 EG1516
 EG1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD6650473713(NAD 83)
 EG1516_MARKER: DS = TRIANGULATION STATION DISK
 EG1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1516
 EG1516  HISTORY     - Date     Condition        Report By
 EG1516  HISTORY     - 1934     MONUMENTED       CGS
 EG1516  HISTORY     - 1941     GOOD             CGS
 EG1516  HISTORY     - 1950     GOOD             TVA
 EG1516  HISTORY     - 1962     MARK NOT FOUND   CGS
 EG1516  HISTORY     - 1962     SEE DESCRIPTION  CGS
 EG1516
 EG1516                          STATION DESCRIPTION
 EG1516
 EG1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EG1516'ABOUT 5 MILES NORTH-NORTHEAST OF CORINTH, ABOUT 0.1 MILE NORTH OF
 EG1516'TENNESSEE-MISSISSIPPI STATE LINE, DIRECTLY ACROSS ROAD FROM
 EG1516'NORTHCORNER OF
 EG1516'HOME OF ELI TUCKER, ON PROPERTY OF P.A.  HOPKINS, 33.7
 EG1516'FEET WEST OF CENTER LINE OF
 EG1516'TENNESSEE ROUTE 22, AND 5.7 FEET WEST OF
 EG1516'WIRE FENCE.  TO REACH FROM POST OFFICE IN
 EG1516'CORINTH, FOLLOW MISSISSIPPI
 EG1516'ROUTE 2 NORTH 7.1 MILES TO STATE-LINE MARKER AND CONTINUE
 EG1516'0.1 MILE ALONG
 EG1516'TENNESSEE ROUTE 22, TO STATION.  SURFACE AND UNDERGROUND MARKS
 EG1516'ARE STANDARD STATION
 EG1516'DISKS IN CONCRETE.  REFERENCE
 EG1516'AND AZIMUTH MARKS ARE STANDARD
 EG1516'REFERENCE DISKS IN CONCRETE.
 EG1516'NO.  1 IS 60 FEET EAST OF CENTER OF ROUTE 22, AT
 EG1516'NORTH EDGE OF LANE,
 EG1516'AND 104.2 FEET FROM STATION.  NO.  2 IS
 EG1516'22 FEET WEST OF
 EG1516'CENTER OF ROUTE 22, 2 FEET EAST OF WIRE FENCE, 9 FEET
 EG1516'NORTH-NORTHWEST OF 6-INCH OAK
 EG1516'TREE, AND 108.68 FEET FROM STATION
 EG1516'AZIMUTH MARK IS AT SOUTH
 EG1516'EDGE OF COTTON FIELD,
 EG1516'12 FEET NORTH OF CENTER OF DIRT LANE, 0.25 MILE WEST ALONG LANE
 EG1516'FROM ROUTE 22, ON
 EG1516'PROPERTY OF P.A. HOPKINS, AND 0.25 MILE FROM STATION
 EG1516'S 72 DEG 42 MIN W.
 EG1516
 EG1516                          STATION RECOVERY (1941)
 EG1516
 EG1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (OSR)
 EG1516'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS- STATION
 EG1516'MARK IS NOW ON HIGHWAY
 EG1516'RIGHT-OF-WAY.  IT IS 33.3 FEET W OF CENTER LINE OF
 EG1516'PAVE HIGHWAY AND ABOUT 10 FEET E OF
 EG1516'THE W RIGHT-OF-WAY FENCE.
 EG1516'
 EG1516'AZIMUTH MARK WAS MOVED TO MAKE ROOM FOR A NEW HIGHWAY CONSTRUCTION
 EG1516'ALONG THE STATE
 EG1516'LINE.  IT IS NOW, 0.25 MILE W ALONG THE STATE LINE,
 EG1516'AT THE S EDGE OF A FIELD, 29.5 FEET
 EG1516'N OF THE CENTER LINE OF ROAD, ON
 EG1516'TOP OF A 7-FOOT BANK AND AT THE N SIDE OF N
 EG1516'RIGHT-OF-WAY FENCE.  IT
 EG1516'IS STAMPED MICHIE AZIMUTH 1934 - 1941.  THE NEW AZIMUTH FROM
 EG1516'STATION S 73 DEG 21 MIN W.
 EG1516
 EG1516                          STATION RECOVERY (1950)
 EG1516
 EG1516'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG1516'STEEL POST SET 2 FEET EAST OF MARKER.  REFERENCE MARKS GOOD.  AZIMUTH
 EG1516'MARK GOOD.  STEEL
 EG1516'POST SET 2 FEET SOUTH OF AZIMUTH MARK.
 EG1516
 EG1516                          STATION RECOVERY (1962)
 EG1516
 EG1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JAW)
 EG1516'THIS STATION MARK WAS NOT RECOVERED.  THE REFERENCE MARKS WERE
 EG1516'RECOVERED IN GOOD
 EG1516'CONDITION.  A FARMER THAT LIVES ACROSS THE ROAD FROM THE STATION
 EG1516'REPORTED THAT THE
 EG1516'GROUND AT THE STATION LOCATION WAS GRADED OFF ABOUT
 EG1516'2 FEET AND THE STATION MARK WAS
 EG1516'GRADED OUT.  IT IS POSSIBLE THAT THE
 EG1516'SUB-SURFACE STATION MARK IS STILL IN PLACE.  THIS
 EG1516'FIELD OFFICE WAS
 EG1516'NOT FURNISHED WITH A DESCRIPTION.  IT WOULD BE DIFFICULT TO RECOVER
 EG1516'THE SUB-SURFACE
 EG1516'STATION MARK WITHOUT THE MEASUREMENT FROM THE
 EG1516'REFERENCE MARKS.
 EG1516
 EG1516                          STATION RECOVERY (1962)
 EG1516
 EG1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 EG1516'THE UNDERGOUND STATION MARK, REFERENCE MRK NO. 1 AND REFERENCE NO. 2
 EG1516'WERE RECOVERED.  THE
 EG1516'SURFACE STATION MARK WAS FOUND LAYING IN AN OPEN PLOT
 EG1516'OF GROUND SOME DISTANCE FROM ITS
 EG1516'ORIGINAL LOCATION.  A THOROUGH AND
 EG1516'COMPLETE SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT
 EG1516'IT COULD NOT BE
 EG1516'FOUND.  THERE HAS BEEN EXTENSIVE GRADING ON THE ROAD ALONG WHICH THE
 EG1516'AZIMUTH MARK WAS
 EG1516'LOCATED IN 1941, AND THE MARK IS THOUGHT DESTROYED
 EG1516'BY THESE GRADING OPERATIONS.  A NEW
 EG1516'BRICK HOME HAS BEEN BUILT IN A
 EG1516'DIRECT LINE BETWEEN THE STATION AND THE AZIMUTH MARKS
 EG1516'1941 LOCATION,
 EG1516'AND IT WOULD HAVE BEEN OF NO VALUE FOR GROUND TO GROUND OBSERVATIONS.
 EG1516'A DISCREPANCY OF
 EG1516'80.01 FEET WAS FOUND IN THE ORIGINAL MEASUREMENT FROM
 EG1516'THE STATION TO REFERENCE MARK NO.
 EG1516'2, THE DISTANCE BEING 188.67 FEET
 EG1516'INSTEAD OF 108.68 FEET AS SHOWN IN THE ORIGINAL 1934
 EG1516'DESCRIPTION AND
 EG1516'THE 1941 RECOVERY NOTE.  UPON RECOVERY OF THE ORIGINAL UNDERGROUND
 EG1516'STATION MARK, THE
 EG1516'HORIZONTAL ANGLE WAS MEASURED BETWEEN REFERENCE
 EG1516'MARK NO.  1 AND REFERENCE MARK NO.
 EG1516'2 AS A CHECK ON ANY POSSIBLE
 EG1516'MOVEMENT PRIOR TO LOWERING AND RE-ESTABLISHING THE
 EG1516'STATION.  THIS
 EG1516'ANGLE WAS PREVIOUSLY PUBLISHED AS BEING 107 DEG 1, MIN.  THE ANGLE
 EG1516'MEASURED THIS DATE
 EG1516'WAS 107 DEG 17 MIN 11.8 SEC.  THE STATION WAS THEN
 EG1516'LOWERED IN ITS EXACT ORIGINAL
 EG1516'LOCATION AND THE ANGLE AGAIN MEASURED
 EG1516'AS A CHECK, THIS ANGLE BEING 107 DEG 17 MIN 13.8 SEC.
 EG1516'
 EG1516'A THIRD REFERENCE MARK WAS NOT ESTABLISHED AS NO PRACTICAL OR
 EG1516'SUITABLE LOCATION COULD BE FOUND.
 EG1516'
 EG1516'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 EG1516'
 EG1516'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF ACTON, ACOUT 5.5
 EG1516'MILES
 EG1516'NORTH-NORTHEAST OF CORINTH, MISSISSIPPI, ABOUT 4.5 MILES
 EG1516'SOUTH-SOUTHWEST OF
 EG1516'MICHIE, ABOUT 0.1 MILE NORTH OF THE
 EG1516'TENNESSEE-MISSISSIPPI STATE LINE, AND
 EG1516'ON THE PROPERTY OF MR.  B.J. GARRETT.
 EG1516'
 EG1516'TO REACH THE STATION FROM THE POST OFFICE IN MICHIE, GO SOUTHERLY ON
 EG1516'STATE ROUTE 22 FOR 4.65
 EG1516'MILES TO THE E.F.  TUCKER RESIDENCE ON THE LEFT AND
 EG1516'THE B.J.  GARRETT RESIDENCE AND THE
 EG1516'STATION ON THE RIGHT, NEAR THE
 EG1516'EAST EDGE OF GARRETTS YARD.
 EG1516'
 EG1516'THE STATION IS 76.8 FEET EAST OF THE NORTHEAST CORNER OF THE GARRETT
 EG1516'RESIDENCE, 71 FEET
 EG1516'SOUTH OF A 30-INCH OAK TREE, 53 FEET SOUTHEAST OF
 EG1516'A POWER LINE TRANSFORMER POLE NO.
 EG1516'1657A, AND 33 FEET WEST OF THE
 EG1516'APPROXIMATE CENTER OF STATE ROUTE 22.  THE SURFACE
 EG1516'MARK IS A STANDARD
 EG1516'STATION MARK DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EG1516'OF THE GROUND AND
 EG1516'THE DISK IS STAMPED MICHIE 1934 1962.
 EG1516'THE UNDERGROUND MARK IS ABOUT 40
 EG1516'INCHES BELOW THE SURFACE AND THE
 EG1516'DISK IS STAMPED MICHIE 1934 1962.
 EG1516'
 EG1516'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION ON THE
 EG1516'PROPERTY OF E.F.  TUCKER.
 EG1516'IT IS 64 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 EG1516'ROUTE 22, 41 FEET NORTH OF THE
 EG1516'NORTHWEST CORNER OF THE TUCKER
 EG1516'RESIDENCE AND 4.5 FEET EAST OF THE MOST EASTERLY
 EG1516'ONE OF THREE CEDAR
 EG1516'TREES GROUPED IN A SMALL TRIANGLE.  IT IS A STANDARD REFERENCE MARK
 EG1516'DISK SET IN THE
 EG1516'TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 12
 EG1516'INCHES AND THE DISK IS STAMPED
 EG1516'MICHIE NO 1 1934.
 EG1516'
 EG1516'REFERENCE MARK NO. 2 IS 149 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EG1516'B.J.  GARRETTS
 EG1516'RESIDENCE, 26 FEET WEST OF THE APPROXIMATE CENTER OF
 EG1516'STATE ROUTE 22, 8 FEET NORTH OF A
 EG1516'24-INCH OAK TREE, AND 7 FEET WEST
 EG1516'OF THE NORTH END OF A SMALL CONCRETE CULVERT.  IT IS
 EG1516'A STANDARD
 EG1516'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT
 EG1516'PROJECTS ABOUT 14
 EG1516'INCHES AND THE DISK IS STAMPED MICHIE NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2206 ***********************************************************************
 FE2206  DESIGNATION -  MID SOUTH
 FE2206  PID         -  FE2206
 FE2206  STATE/COUNTY-  TN/SHELBY
 FE2206  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2206
 FE2206                         *CURRENT SURVEY CONTROL
 FE2206  ___________________________________________________________________
 FE2206* NAD 83(1995)-  35 07 16.41306(N)    089 59 00.59356(W)     ADJUSTED  
 FE2206* NAVD 88     -        96.139  (meters)     315.42   (feet)  ADJUSTED  
 FE2206  ___________________________________________________________________
 FE2206  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FE2206  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2206  DYNAMIC HT  -          96.051 (meters)     315.13  (feet)  COMP
 FE2206  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FE2206
 FE2206  HORZ ORDER  -  THIRD
 FE2206  VERT ORDER  -  FIRST     CLASS II
 FE2206
 FE2206.The horizontal coordinates were established by classical geodetic methods
 FE2206.and adjusted by the National Geodetic Survey in April 1999..
 FE2206
 FE2206.The orthometric height was determined by differential leveling
 FE2206.and adjusted by the National Geodetic Survey in June 1991..
 FE2206
 FE2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2206
 FE2206.The geoid height was determined by GEOID03.
 FE2206
 FE2206.The dynamic height is computed by dividing the NAVD 88
 FE2206.geopotential number by the normal gravity value computed on the
 FE2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2206.degrees latitude (g = 980.6199 gals.).
 FE2206
 FE2206.The modeled gravity was interpolated from observed gravity values.
 FE2206
 FE2206;                    North         East     Units Scale Factor Converg.
 FE2206;SPC TN       -    94,806.597   236,981.966   MT  1.00002522   -2 19 55.6
 FE2206;SPC TN       -   311,044.64    777,498.33   sFT  1.00002522   -2 19 55.6
 FE2206;SPC AR N     -    89,292.173   583,792.194   MT  0.99996838   +1 10 24.2
 FE2206;SPC AR N     -   292,952.74  1,915,324.89   sFT  0.99996838   +1 10 24.2
 FE2206;UTM  16      - 3,890,561.396   228,111.110   MT  1.00051116   -1 43 02.9
 FE2206;UTM  15      - 3,890,652.108   774,897.477   MT  1.00053144   +1 44 11.4
 FE2206
 FE2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2206!SPC TN       -   0.99998920  x   1.00002522  =   1.00001442
 FE2206!SPC AR N     -   0.99998920  x   0.99996838  =   0.99995758
 FE2206!UTM  16      -   0.99998920  x   1.00051116  =   1.00050035
 FE2206!UTM  15      -   0.99998920  x   1.00053144  =   1.00052063
 FE2206
 FE2206|---------------------------------------------------------------------|
 FE2206| PID    Reference Object                     Distance      Geod. Az  |
 FE2206|                                                           dddmmss.s |
 FE2206| FE2207 MID SOUTH RM 1                       29.307 METERS 01512     |
 FE2206| FE2209 MID SOUTH AZ MK                                    1043238.5 |
 FE2206| FE2208 MID SOUTH RM 2                       27.769 METERS 10508     |
 FE2206| FE2563 AIRPORT BCN MEMPHIS MUN APT         APPROX. 7.5 KM 1783706.3 |
 FE2206| FE2569 RNG MEMPHIS RADIO MEM               APPROX.10.8 KM 1813954.9 |
 FE2206| FF0368 PINE HILL                           APPROX. 5.4 KM 2352110.6 |
 FE2206| FF2013 MEMPHIS INTL HARVESTER TANK         APPROX. 8.1 KM 2611052.3 |
 FE2206| FF2019 MEMPHIS FORD MOTOR WATER TANK       APPROX. 8.7 KM 2611656.9 |
 FE2206| FF2017 MEMPHIS ILL CENTRAL RR STK          APPROX. 6.8 KM 2692612.4 |
 FE2206| FF2011 MEMPHIS RADIO STA WHHM MAST         APPROX. 3.8 KM 2714025.8 |
 FE2206| FF2000 MEMPHIS TVA STEAM PLANT N STK       APPROX. 6.1 KM 2752806.6 |
 FE2206| FF1968 RADIO STATION KWEM MAST             APPROX.10.2 KM 2774631.1 |
 FE2206| FF1979 MEMPHIS FURNITURE MFG CO TANK       APPROX. 4.2 KM 2815243.6 |
 FE2206| FF1980 MEMPHIS RADIO STA KIC 477 MAST      APPROX. 5.0 KM 2914803.9 |
 FE2206|---------------------------------------------------------------------|
 FE2206
 FE2206                          SUPERSEDED SURVEY CONTROL
 FE2206
 FE2206  NAD 83(1995)-  35 07 16.41523(N)    089 59 00.59284(W) AD(       ) 3
 FE2206  NAD 83(1995)-  35 07 16.41831(N)    089 59 00.59309(W) AD(       ) 3
 FE2206  NAD 83(1986)-  35 07 16.42327(N)    089 59 00.59438(W) AD(       ) 3
 FE2206  NAD 27      -  35 07 16.09840(N)    089 59 00.26880(W) AD(       ) 3
 FE2206
 FE2206.Superseded values are not recommended for survey control.
 FE2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2206.See file dsdata.txt to determine how the superseded data were derived.
 FE2206
 FE2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2811190561(NAD 83)
 FE2206_MARKER: DS = TRIANGULATION STATION DISK
 FE2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2206_SP_SET: CONCRETE POST
 FE2206_STAMPING: MID SOUTH 1957
 FE2206_MARK LOGO: CGS   
 FE2206_PROJECTION: FLUSH
 FE2206_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2206+STABILITY: SURFACE MOTION
 FE2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2206+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 FE2206
 FE2206  HISTORY     - Date     Condition        Report By
 FE2206  HISTORY     - 1957     MONUMENTED       CGS
 FE2206  HISTORY     - 1983     GOOD             NGS
 FE2206  HISTORY     - 19950711 MARK NOT FOUND   TN1620
 FE2206  HISTORY     - 20030702 GOOD             EMCINC
 FE2206
 FE2206                          STATION DESCRIPTION
 FE2206
 FE2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2206'THE STATION IS LOCATED IN THE WEST SECTION OF THE MID-SOUTH
 FE2206'FAIRGROUNDS, WHICH IS LOCATED IN THE CENTRAL SECTION OF MEMPHIS.
 FE2206'IT IS 59 FEET WEST OF THE CENTERLINE OF TENNESSEE STREET, 17 FEET
 FE2206'NORTH OF A WHITE WITNESS POST, 92 FEET NORTH OF THE CENTERLINE OF THE
 FE2206'MAIN ENTRANCE TO THE FAIRGROUNDS AND 3 FEET NORTHWEST OF A POWER
 FE2206'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MID SOUTH
 FE2206'1957.
 FE2206'
 FE2206'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TENNESSEE
 FE2206'STREET FOR 0.1 MILE TO MISSISSIPPI AVENUE.  TURN LEFT AND GO EAST ON
 FE2206'MISSISSIPPI AVENUE FOR 0.15 MILE TO LOUISIANA STREET.  TURN LEFT AND
 FE2206'GO NORTH ON LOUISIANA STREET FOR 95 FEET TO THE MARK ON THE LEFT.
 FE2206'
 FE2206'REFERENCE MARK 1 IS 7 FEET SOUTHWEST OF A POWER POLE, 34 FEET WEST OF
 FE2206'THE CENTERLINE OF TENNESSEE STREET AND 41 FEET NORTH NORTHWEST OF
 FE2206'A 16 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2206'MID SOUTH NO 1 1957.
 FE2206'
 FE2206'REFERENCE MARK 2 IS 31 FEET EAST OF THE CENTERLINE OF TENNESSEE
 FE2206'STREET, 130 FEET SOUTH OF THE CENTERLINE OF ARKANSAS AVENUE AND 6
 FE2206'INCHES EAST OF THE EAST EDGE OF A SIDEWALK.  THE MONUMENT IS FLUSH
 FE2206'AND THE DISK IS STAMPED MID SOUTH NO 2 1957.
 FE2206'
 FE2206'THE AZIMUTH MARK IS 2 FEET NORTH OF A WHITE WITNESS POST, 1 FOOT
 FE2206'NORTH OF A POWER POLE, 20 FEET WEST OF THE CENTERLINE OF LOUISIANA
 FE2206'STREET AND 95 FEET NORTH OF THE CENTERLINE OF MISSISSIPPI AVENUE.
 FE2206'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MID SOUTH 1957.
 FE2206'
 FE2206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2206
 FE2206                          STATION RECOVERY (1983)
 FE2206
 FE2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE2206'IN MEMPHIS.
 FE2206'IN MEMPHIS, NEAR THE WEST EDGE OF THE MID SOUTH FAIRGROUNDS WHICH IS
 FE2206'LOCATED IN THE CENTRAL SECTION OF MEMPHIS, 0.56 KM (0.35 MI) NORTH
 FE2206'ALONG EAST PARKWAY SOUTH FROM THE JUNCTION OF SOUTHERN AVENUE, THE
 FE2206'MARK IS A CONCRETE POST WHICH IS FLUSH WITH THE ASPHALT SURFACE OF THE
 FE2206'PARKING LOT AREA OF THE FAIRGROUNDS, THE MONUMENT IS VISIBLE,
 FE2206'23.3 METERS (76.5 FT) NORTH OF THE NORTH CURB OF MISSISSIPPI STREET
 FE2206'(WEST ENTRANCE ROAD), 17.5 METERS (57.5 FT) WEST OF THE APPROXIMATE
 FE2206'CENTER OF TENNESSEE STREET, 14.2 METERS (46.5 FT) NORTHWEST OF THE
 FE2206'NORTHWEST CORNER OF A 4.0 FOOT HIGH GRANITE TIME CAPSULE MONUMENT,
 FE2206'7.3 METERS (24.0 FT) NORTH-NORTHWEST OF A GUYED POWERLINE POLE WITH
 FE2206'THREE TRANSFORMER, AND 0.70 METER (2.3 FT) WEST OF AN ASPHALT PARKING
 FE2206'LOT CURB.
 FE2206'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 FE2206
 FE2206                          STATION RECOVERY (1995)
 FE2206
 FE2206'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE2206'MARK NOT FOUND.
 FE2206
 FE2206                          STATION RECOVERY (2003)
 FE2206
 FE2206'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FE2206'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2209 ***********************************************************************
 FE2209  DESIGNATION -  MID SOUTH AZ MK
 FE2209  PID         -  FE2209
 FE2209  STATE/COUNTY-  TN/SHELBY
 FE2209  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2209
 FE2209                         *CURRENT SURVEY CONTROL
 FE2209  ___________________________________________________________________
 FE2209* NAD 83(1986)-  35 07 15.     (N)    089 58 51.     (W)     SCALED    
 FE2209* NAVD 88     -        95.186  (meters)     312.29   (feet)  ADJUSTED  
 FE2209  ___________________________________________________________________
 FE2209  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2209  DYNAMIC HT  -          95.099 (meters)     312.00  (feet)  COMP
 FE2209  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 FE2209
 FE2209  VERT ORDER  -  FIRST     CLASS II
 FE2209
 FE2209.The horizontal coordinates were scaled from a topographic map and have
 FE2209.an estimated accuracy of +/- 6 seconds.
 FE2209
 FE2209.The orthometric height was determined by differential leveling
 FE2209.and adjusted by the National Geodetic Survey in June 1991..
 FE2209
 FE2209.The geoid height was determined by GEOID03.
 FE2209
 FE2209.The dynamic height is computed by dividing the NAVD 88
 FE2209.geopotential number by the normal gravity value computed on the
 FE2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2209.degrees latitude (g = 980.6199 gals.).
 FE2209
 FE2209.The modeled gravity was interpolated from observed gravity values.
 FE2209
 FE2209;                    North         East    Units  Estimated Accuracy
 FE2209;SPC TN       -    94,750.      237,220.      MT  (+/- 180 meters Scaled)
 FE2209
 FE2209                          SUPERSEDED SURVEY CONTROL
 FE2209
 FE2209.No superseded survey control is available for this station.
 FE2209
 FE2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD283905(NAD 83)
 FE2209_MARKER: DZ = AZIMUTH MARK DISK
 FE2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2209_SP_SET: CONCRETE POST
 FE2209_STAMPING: MID SOUTH 1957
 FE2209_MARK LOGO: CGS   
 FE2209_PROJECTION: FLUSH
 FE2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2209+STABILITY: SURFACE MOTION
 FE2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2209+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2209
 FE2209  HISTORY     - Date     Condition        Report By
 FE2209  HISTORY     - 1957     MONUMENTED       CGS
 FE2209  HISTORY     - 1983     GOOD             NGS
 FE2209  HISTORY     - 19950711 GOOD             TN1620
 FE2209  HISTORY     - 20021016 GOOD             USACE
 FE2209
 FE2209                          STATION DESCRIPTION
 FE2209
 FE2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2209'IN MEMPHIS.
 FE2209'IN MEMPHIS, NEAR THE WEST EDGE OF THE MID SOUTH FAIRGROUNDS, 0.24 KM
 FE2209'(0.15 MI) EAST OF TRIANGULATION STATION MID SOUTH, AT THE JUNCTION OF
 FE2209'MISSISSIPPI STREET AND MAXWELL BOULEVARD, 29.9 METERS (98.0 FT) NORTH
 FE2209'OF THE APPROXIMATE CENTER OF MISSISSIPPI STREET, 9.1 METERS (30.0 FT)
 FE2209'WEST OF THE CENTERLINE OF MAXWELL BOULEVARD, 1.8 METERS (6.0 FT) WEST
 FE2209'OF PARKING LOT AND BOULEVARD CURB, AND 23.8 METERS (77.9 FT)
 FE2209'NORTH-NORTHEAST OF A FIRE HYDRANT.
 FE2209'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 FE2209
 FE2209                          STATION RECOVERY (1995)
 FE2209
 FE2209'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE2209'RECOVERED IN GOOD CONDITION.
 FE2209
 FE2209                          STATION RECOVERY (2002)
 FE2209
 FE2209'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2207 ***********************************************************************
 FE2207  HT_MOD      -  This is a Height Modernization Survey Station.
 FE2207  DESIGNATION -  MID SOUTH RM 1
 FE2207  PID         -  FE2207
 FE2207  STATE/COUNTY-  TN/SHELBY
 FE2207  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2207
 FE2207                         *CURRENT SURVEY CONTROL
 FE2207  ___________________________________________________________________
 FE2207* NAD 83(1995)-  35 07 17.33076(N)    089 59 00.28996(W)     ADJUSTED  
 FE2207* NAVD 88     -        96.24   (meters)     315.7    (feet)  GPS OBS   
 FE2207  ___________________________________________________________________
 FE2207  X           -       1,511.892 (meters)                     COMP
 FE2207  Y           -  -5,222,741.012 (meters)                     COMP
 FE2207  Z           -   3,648,938.276 (meters)                     COMP
 FE2207  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FE2207  ELLIP HEIGHT-          68.88  (meters)          (05/31/05) GPS OBS
 FE2207  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2207
 FE2207  HORZ ORDER  -  FIRST
 FE2207  ELLP ORDER  -  FOURTH    CLASS II
 FE2207
 FE2207.The horizontal coordinates were established by GPS observations
 FE2207.and adjusted by the National Geodetic Survey in May 2005..
 FE2207
 FE2207.The orthometric height was determined by GPS observations and a
 FE2207.high-resolution geoid model using precise GPS observation and
 FE2207.processing techniques. It supersedes the leveled height previously
 FE2207.determined for this station.
 FE2207
 FE2207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2207
 FE2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2207
 FE2207.The ellipsoidal height was determined by GPS observations
 FE2207.and is referenced to NAD 83.
 FE2207
 FE2207.The geoid height was determined by GEOID03.
 FE2207
 FE2207;                    North         East     Units Scale Factor Converg.
 FE2207;SPC TN       -    94,834.543   236,990.798   MT  1.00002517   -2 19 55.4
 FE2207;SPC TN       -   311,136.33    777,527.31   sFT  1.00002517   -2 19 55.4
 FE2207;UTM  16      - 3,890,589.449   228,119.646   MT  1.00051110   -1 43 02.8
 FE2207;UTM  15      - 3,890,680.624   774,904.307   MT  1.00053148   +1 44 11.6
 FE2207
 FE2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2207!SPC TN       -   0.99998919  x   1.00002517  =   1.00001436
 FE2207!UTM  16      -   0.99998919  x   1.00051110  =   1.00050028
 FE2207!UTM  15      -   0.99998919  x   1.00053148  =   1.00052066
 FE2207
 FE2207                          SUPERSEDED SURVEY CONTROL
 FE2207
 FE2207  NAVD 88 (06/15/91)   96.248  (m)          315.77   (f) ADJUSTED    1 2
 FE2207
 FE2207.Superseded values are not recommended for survey control.
 FE2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2207.See file dsdata.txt to determine how the superseded data were derived.
 FE2207
 FE2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD2812090589(NAD 83)
 FE2207_MARKER: DR = REFERENCE MARK DISK
 FE2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2207_SP_SET: CONCRETE POST
 FE2207_STAMPING: MID SOUTH NO 1 1957
 FE2207_MARK LOGO: CGS   
 FE2207_PROJECTION: FLUSH
 FE2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2207+STABILITY: SURFACE MOTION
 FE2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2207+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2207
 FE2207  HISTORY     - Date     Condition        Report By
 FE2207  HISTORY     - 1957     MONUMENTED       CGS
 FE2207  HISTORY     - 1983     GOOD             NGS
 FE2207  HISTORY     - 19950711 GOOD             TN1620
 FE2207  HISTORY     - 20021016 GOOD             USACE
 FE2207
 FE2207                          STATION DESCRIPTION
 FE2207
 FE2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2207'IN MEMPHIS.
 FE2207'IN MEMPHIS, NEAR THE WEST EDGE OF THE MID SOUTH FAIRGROUNDS WHICH IS
 FE2207'LOCATED IN THE CENTRAL SECTION OF MEMPHIS, 0.56 KM (0.35 MI) NORTH
 FE2207'ALONG EAST PARKWAY SOUTH FROM THE JUNCTION OF SOUTHERN AVENUE,
 FE2207'29.3 METERS (96.2 FT) NORTH OF TRIANGULATION STATION MID SOUTH,
 FE2207'1.8 METERS (6.0 FT) EAST-NORTHEAST OF A GUYED POWERLINE POLE,,
 FE2207'4.3 METERS (14.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 2.0 FOOT
 FE2207'SQUARE MANHOLE GRATE, AND 10.7 METERS (35.0 FT) WEST OF THE
 FE2207'APPROXIMATE CENTER OF TENNESSEE STREET.
 FE2207'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 FE2207
 FE2207                          STATION RECOVERY (1995)
 FE2207
 FE2207'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE2207'RECOVERED IN GOOD CONDITION.
 FE2207
 FE2207                          STATION RECOVERY (2002)
 FE2207
 FE2207'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2208 ***********************************************************************
 FE2208  DESIGNATION -  MID SOUTH RM 2
 FE2208  PID         -  FE2208
 FE2208  STATE/COUNTY-  TN/SHELBY
 FE2208  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2208
 FE2208                         *CURRENT SURVEY CONTROL
 FE2208  ___________________________________________________________________
 FE2208* NAD 83(1986)-  35 07 16.     (N)    089 59 02.     (W)     SCALED    
 FE2208* NAVD 88     -        96.116  (meters)     315.34   (feet)  ADJUSTED  
 FE2208  ___________________________________________________________________
 FE2208  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FE2208  DYNAMIC HT  -          96.028 (meters)     315.05  (feet)  COMP
 FE2208  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 FE2208
 FE2208  VERT ORDER  -  FIRST     CLASS II
 FE2208
 FE2208.The horizontal coordinates were scaled from a topographic map and have
 FE2208.an estimated accuracy of +/- 6 seconds.
 FE2208
 FE2208.The orthometric height was determined by differential leveling
 FE2208.and adjusted by the National Geodetic Survey in June 1991..
 FE2208
 FE2208.The geoid height was determined by GEOID03.
 FE2208
 FE2208.The dynamic height is computed by dividing the NAVD 88
 FE2208.geopotential number by the normal gravity value computed on the
 FE2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2208.degrees latitude (g = 980.6199 gals.).
 FE2208
 FE2208.The modeled gravity was interpolated from observed gravity values.
 FE2208
 FE2208;                    North         East    Units  Estimated Accuracy
 FE2208;SPC TN       -    94,800.      236,950.      MT  (+/- 180 meters Scaled)
 FE2208
 FE2208                          SUPERSEDED SURVEY CONTROL
 FE2208
 FE2208.No superseded survey control is available for this station.
 FE2208
 FE2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD280905(NAD 83)
 FE2208_MARKER: DR = REFERENCE MARK DISK
 FE2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2208_SP_SET: CONCRETE POST
 FE2208_STAMPING: MID SOUTH NO 2 1957
 FE2208_MARK LOGO: CGS   
 FE2208_PROJECTION: FLUSH
 FE2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2208+STABILITY: SURFACE MOTION
 FE2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2208+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 FE2208
 FE2208  HISTORY     - Date     Condition        Report By
 FE2208  HISTORY     - 1957     MONUMENTED       CGS
 FE2208  HISTORY     - 1983     GOOD             NGS
 FE2208  HISTORY     - 19950711 GOOD             TN1620
 FE2208  HISTORY     - 20021016 GOOD             USACE
 FE2208
 FE2208                          STATION DESCRIPTION
 FE2208
 FE2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2208'IN MEMPHIS.
 FE2208'IN MEMPHIS, NEAR THE WEST EDGE OF THE MID SOUTH FAIRGROUNDS WHICH IS
 FE2208'LOCATED IN THE CENTRAL SECTION OF MEMPHIS, 0.56 KM (0.35 MI) NORTH
 FE2208'ALONG EAST PARKWAY SOUTH FROM THE JUNCTION OF SOUTHERN AVENUE IN
 FE2208'MEMPHIS, 27.8 METERS (91.1 FT) EAST OF TRIANGULATION STATION MID
 FE2208'SOUTH, 10.1 METERS (33.0 FT) EAST OF THE APPROXIMATE CENTER OF
 FE2208'TENNESSEE STREET, 7.0 METERS (23.0 FT) SOUTHWEST OF A METAL STREET
 FE2208'LIGHTPOLE, AND 8.5 METERS (28.0 FT) WEST OF A POWERLINE POLE.
 FE2208'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 FE2208
 FE2208                          STATION RECOVERY (1995)
 FE2208
 FE2208'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (KG)
 FE2208'RECOVERED IN GOOD CONDITION.
 FE2208
 FE2208                          STATION RECOVERY (2002)
 FE2208
 FE2208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0295 ***********************************************************************
 GC0295  DESIGNATION -  MIDDLETON
 GC0295  PID         -  GC0295
 GC0295  STATE/COUNTY-  TN/SMITH
 GC0295  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0295
 GC0295                         *CURRENT SURVEY CONTROL
 GC0295  ___________________________________________________________________
 GC0295* NAD 83(1995)-  36 10 33.19058(N)    086 01 17.65547(W)     ADJUSTED  
 GC0295* NAVD 88     -       235.032  (meters)     771.10   (feet)  ADJUSTED  
 GC0295  ___________________________________________________________________
 GC0295  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 GC0295  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0295  DYNAMIC HT  -         234.831 (meters)     770.44  (feet)  COMP
 GC0295  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GC0295
 GC0295  HORZ ORDER  -  SECOND
 GC0295  VERT ORDER  -  SECOND    CLASS 0
 GC0295
 GC0295.The horizontal coordinates were established by classical geodetic methods
 GC0295.and adjusted by the National Geodetic Survey in April 1999..
 GC0295
 GC0295.The orthometric height was determined by differential leveling
 GC0295.and adjusted by the National Geodetic Survey in June 1991..
 GC0295
 GC0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0295
 GC0295.The geoid height was determined by GEOID03.
 GC0295
 GC0295.The dynamic height is computed by dividing the NAVD 88
 GC0295.geopotential number by the normal gravity value computed on the
 GC0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0295.degrees latitude (g = 980.6199 gals.).
 GC0295
 GC0295.The modeled gravity was interpolated from observed gravity values.
 GC0295
 GC0295;                    North         East     Units Scale Factor Converg.
 GC0295;SPC TN       -   204,431.301   598,059.476   MT  0.99996614   -0 00 45.5
 GC0295;SPC TN       -   670,705.03  1,962,133.46   sFT  0.99996614   -0 00 45.5
 GC0295;UTM  16      - 4,003,900.580   587,988.560   MT  0.99969539   +0 34 39.3
 GC0295
 GC0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0295!SPC TN       -   0.99996773  x   0.99996614  =   0.99993387
 GC0295!UTM  16      -   0.99996773  x   0.99969539  =   0.99966313
 GC0295
 GC0295:                Primary Azimuth Mark                     Grid Az
 GC0295:SPC TN       -  DYER                                     084 13 34.4
 GC0295:UTM  16      -  DYER                                     083 38 09.6
 GC0295
 GC0295|---------------------------------------------------------------------|
 GC0295| PID    Reference Object                     Distance      Geod. Az  |
 GC0295|                                                           dddmmss.s |
 GC0295| GB1830 DYER                                APPROX. 2.7 KM 0841248.9 |
 GC0295| GC0296 MIDDLETON RM 1                       10.814 METERS 09902     |
 GC0295| GC0294 MIDDLETON RM 2                       10.598 METERS 31703     |
 GC0295|---------------------------------------------------------------------|
 GC0295
 GC0295                          SUPERSEDED SURVEY CONTROL
 GC0295
 GC0295  NAD 83(1995)-  36 10 33.19346(N)    086 01 17.65901(W) AD(       ) 2
 GC0295  NAD 83(1995)-  36 10 33.19377(N)    086 01 17.66084(W) AD(       ) 2
 GC0295  NAD 83(1986)-  36 10 33.20239(N)    086 01 17.65654(W) AD(       ) 2
 GC0295  NAD 27      -  36 10 32.98950(N)    086 01 17.70270(W) AD(       ) 2
 GC0295  NGVD 29 (??/??/92)  235.093  (m)          771.30   (f) ADJ UNCH    2 0
 GC0295
 GC0295.Superseded values are not recommended for survey control.
 GC0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0295.See file dsdata.txt to determine how the superseded data were derived.
 GC0295
 GC0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF8798903901(NAD 83)
 GC0295_MARKER: DE = TRAVERSE STATION DISK
 GC0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0295_STAMPING: MIDDLETON 1960
 GC0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0295+STABILITY: SURFACE MOTION
 GC0295
 GC0295  HISTORY     - Date     Condition        Report By
 GC0295  HISTORY     - 1960     MONUMENTED       CGS
 GC0295  HISTORY     - 1960     GOOD             CGS
 GC0295
 GC0295                          STATION DESCRIPTION
 GC0295
 GC0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0295'THE STATION IS LOCATED ON THE SOUTH SLOPE OF A TIMBERED HILL, ABOUT
 GC0295'5.0 MILES WEST OF GORDONSVILLE, 3.0 MILES EAST OF GRANT, 1.0 MILE
 GC0295'WEST OF NEW MIDDLETON, 0.05 MILE NORTH OF STATE HIGHWAY 141 AND ON
 GC0295'MR. BRADLEY CHILTONS PROPERTY.
 GC0295'
 GC0295'TO REACH THE STATION FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST
 GC0295'ON STATE HIGHWAY 141 FOR 0.9 MILE TO THE CREST OF A RIDGE AND THE
 GC0295'END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT 0.05 MILE TO THE STATION
 GC0295'AS DESCRIBED.
 GC0295'
 GC0295'STATION MARK IS 24 FEET SOUTH OF A 36-INCH TRIANGLE BLAZED LOCUST
 GC0295'TREE AND 2.4 FEET NORTHEAST OF A WITNESS SIGN.  THE MARK IS A
 GC0295'STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH,
 GC0295'AND IS STAMPED MIDDLETON 1960.
 GC0295'
 GC0295'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GC0295'OUTCROPPING BEDROCK, WHICH PROJECTS 3 INCHES ON THE WEST SIDE, SET
 GC0295'FLUSH, AND IS STAMPED MIDDLETON NO. 1 1960.
 GC0295'
 GC0295'REFERENCE MARK NO. 2 IS 12 FEET WEST OF A 36-INCH TRIANGLE BLAZED
 GC0295'LOCUST TREE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 GC0295'HOLE IN OUTCROPPING BEDROCK, WHICH PROJECTS 10 INCHES ON THE SOUTH
 GC0295'SIDE, SET FLUSH, AND IS STAMPED MIDDLETON NO 2 1960.
 GC0295'
 GC0295'TRAVERSE STATION DYER WILL SERVE AS THE AZIMUTH MARK.  SEE
 GC0295'DESCRIPTION THEREOF.
 GC0295'
 GC0295'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 GC0295
 GC0295                          STATION RECOVERY (1960)
 GC0295
 GC0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0295'1 MI W FROM NEW MIDDLETON.
 GC0295'FROM THE POST OFFICE IN NEW MIDDLETON, GO WEST ON STATE HIGHWAY
 GC0295'141 FOR 0.95 MILES TO THE CREST OF A RIDGE, THEN GO NORTH FOR
 GC0295'ABOUT 0.05 MILE TO THE STATION AS DESCRIBED.  THE STATION MARK
 GC0295'IS 24 FT. SOUTH OF A 36-INCH TRIANGLE BLAZED LOCUST TREE AND
 GC0295'2.4 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 GC0295'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2274 ***********************************************************************
 FE2274  DESIGNATION -  MIDDLETON FIRE TOWER
 FE2274  PID         -  FE2274
 FE2274  STATE/COUNTY-  TN/HARDEMAN
 FE2274  USGS QUAD   -  MIDDLETON (1980)
 FE2274
 FE2274                         *CURRENT SURVEY CONTROL
 FE2274  ___________________________________________________________________
 FE2274* NAD 83(1995)-  35 01 07.52924(N)    088 55 24.14793(W)     ADJUSTED  
 FE2274* NAVD 88     -                                                        
 FE2274  ___________________________________________________________________
 FE2274  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FE2274  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE2274
 FE2274  HORZ ORDER  -  THIRD
 FE2274
 FE2274.The horizontal coordinates were established by classical geodetic methods
 FE2274.and adjusted by the National Geodetic Survey in April 1999..
 FE2274
 FE2274
 FE2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2274
 FE2274.The geoid height was determined by GEOID03.
 FE2274
 FE2274;                    North         East     Units Scale Factor Converg.
 FE2274;SPC TN       -    80,034.041   333,218.059   MT  1.00004885   -1 42 41.3
 FE2274;SPC TN       -   262,578.35  1,093,232.92   sFT  1.00004885   -1 42 41.3
 FE2274;SPC MS E     -   611,957.772   291,782.600   MT  0.99995083   -0 03 06.0
 FE2274;SPC MS E     - 2,007,731.46    957,290.08   sFT  0.99995083   -0 03 06.0
 FE2274;UTM  16      - 3,876,813.851   324,517.616   MT  0.99997953   -1 06 14.4
 FE2274
 FE2274                          SUPERSEDED SURVEY CONTROL
 FE2274
 FE2274  NAD 83(1995)-  35 01 07.52924(N)    088 55 24.14793(W) AD(       ) 4
 FE2274  NAD 83(1995)-  35 01 07.54006(N)    088 55 24.14622(W) AD(       ) 4
 FE2274  NAD 83(1995)-  35 01 07.54080(N)    088 55 24.14716(W) AD(       ) 4
 FE2274  NAD 83(1986)-  35 01 07.54146(N)    088 55 24.14622(W) AD(       ) 4
 FE2274  NAD 27      -  35 01 07.21897(N)    088 55 23.93285(W) AD(       ) 3
 FE2274
 FE2274.Superseded values are not recommended for survey control.
 FE2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2274.See file dsdata.txt to determine how the superseded data were derived.
 FE2274
 FE2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD2451876814(NAD 83)
 FE2274_MARKER: 55 = TOWER
 FE2274_MARK LOGO: CGS   
 FE2274
 FE2274  HISTORY     - Date     Condition        Report By
 FE2274  HISTORY     - 1967     FIRST OBSERVED   CGS
 FE2274
 FE2274                          STATION DESCRIPTION
 FE2274
 FE2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 FE2274'STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF WALNUT,
 FE2274'MISSISSIPPI, 4 MILES SOUTHWEST OF MIDDLETON AND ON HIGH RIDGE.
 FE2274'
 FE2274'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 57
 FE2274'IN MIDDLETON, GO WEST ON STATE HIGHWAY 57 FOR 1.9 MILES TO
 FE2274'CROSSROAD (NUBBIN RIDGE ROAD) AND SIGN ON LEFT FIRE TOWER.  TURN LEFT
 FE2274'AND GO SOUTH ON A SURFACED ROAD 1.4 MILES TO STATION ON RIGHT AS
 FE2274'DESCRIBED.
 FE2274'
 FE2274'THE FIRE TOWER IS A METAL CABIN ATOP A 4 LEGGED SKELETON STRUCTURE
 FE2274'THAT IS 110 FEET HIGH AND BELONGS TO THE TENNESSEE FOREST SERVICE.
 FE2274'
 FE2274'A TRAVERSE CONNECTION WAS MADE FROM STATION CHICK AND THE DISTANCE IS
 FE2274'(7.05 FT.) OR 2.150 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0296 ***********************************************************************
 GC0296  DESIGNATION -  MIDDLETON RM 1
 GC0296  PID         -  GC0296
 GC0296  STATE/COUNTY-  TN/SMITH
 GC0296  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0296
 GC0296                         *CURRENT SURVEY CONTROL
 GC0296  ___________________________________________________________________
 GC0296* NAD 83(1986)-  36 10 32.     (N)    086 01 17.     (W)     SCALED    
 GC0296* NAVD 88     -       234.935  (meters)     770.78   (feet)  ADJUSTED  
 GC0296  ___________________________________________________________________
 GC0296  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0296  DYNAMIC HT  -         234.734 (meters)     770.12  (feet)  COMP
 GC0296  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GC0296
 GC0296  VERT ORDER  -  SECOND    CLASS 0
 GC0296
 GC0296.The horizontal coordinates were scaled from a topographic map and have
 GC0296.an estimated accuracy of +/- 6 seconds.
 GC0296
 GC0296.The orthometric height was determined by differential leveling
 GC0296.and adjusted by the National Geodetic Survey in June 1991..
 GC0296
 GC0296.The geoid height was determined by GEOID03.
 GC0296
 GC0296.The dynamic height is computed by dividing the NAVD 88
 GC0296.geopotential number by the normal gravity value computed on the
 GC0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0296.degrees latitude (g = 980.6199 gals.).
 GC0296
 GC0296.The modeled gravity was interpolated from observed gravity values.
 GC0296
 GC0296;                    North         East    Units  Estimated Accuracy
 GC0296;SPC TN       -   204,400.      598,080.      MT  (+/- 180 meters Scaled)
 GC0296
 GC0296                          SUPERSEDED SURVEY CONTROL
 GC0296
 GC0296  NGVD 29 (??/??/92)  234.996  (m)          770.98   (f) ADJ UNCH    2 0
 GC0296
 GC0296.Superseded values are not recommended for survey control.
 GC0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0296.See file dsdata.txt to determine how the superseded data were derived.
 GC0296
 GC0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF880038(NAD 83)
 GC0296_MARKER: DR = REFERENCE MARK DISK
 GC0296_SETTING: 66 = SET IN ROCK OUTCROP
 GC0296_SP_SET: BEDROCK
 GC0296_STAMPING: MIDDLETON NO 1 1960
 GC0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0296+STABILITY: POSITION/ELEVATION WELL
 GC0296
 GC0296  HISTORY     - Date     Condition        Report By
 GC0296  HISTORY     - 1960     MONUMENTED       CGS
 GC0296
 GC0296                          STATION DESCRIPTION
 GC0296
 GC0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0296'1 MI W FROM NEW MIDDLETON.
 GC0296'THIS MARK IS LOCATED AT THE MIDDLETON 1960 STATION SITE, 35.5
 GC0296'FT. EAST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 GC0296'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 3 INCHES ON THE WEST
 GC0296'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0294 ***********************************************************************
 GC0294  DESIGNATION -  MIDDLETON RM 2
 GC0294  PID         -  GC0294
 GC0294  STATE/COUNTY-  TN/SMITH
 GC0294  USGS QUAD   -  NEW MIDDLETON (1994)
 GC0294
 GC0294                         *CURRENT SURVEY CONTROL
 GC0294  ___________________________________________________________________
 GC0294* NAD 83(1986)-  36 10 32.     (N)    086 01 17.     (W)     SCALED    
 GC0294* NAVD 88     -       236.177  (meters)     774.86   (feet)  ADJUSTED  
 GC0294  ___________________________________________________________________
 GC0294  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 GC0294  DYNAMIC HT  -         235.975 (meters)     774.19  (feet)  COMP
 GC0294  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 GC0294
 GC0294  VERT ORDER  -  SECOND    CLASS 0
 GC0294
 GC0294.The horizontal coordinates were scaled from a topographic map and have
 GC0294.an estimated accuracy of +/- 6 seconds.
 GC0294
 GC0294.The orthometric height was determined by differential leveling
 GC0294.and adjusted by the National Geodetic Survey in June 1991..
 GC0294
 GC0294.The geoid height was determined by GEOID03.
 GC0294
 GC0294.The dynamic height is computed by dividing the NAVD 88
 GC0294.geopotential number by the normal gravity value computed on the
 GC0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0294.degrees latitude (g = 980.6199 gals.).
 GC0294
 GC0294.The modeled gravity was interpolated from observed gravity values.
 GC0294
 GC0294;                    North         East    Units  Estimated Accuracy
 GC0294;SPC TN       -   204,400.      598,080.      MT  (+/- 180 meters Scaled)
 GC0294
 GC0294                          SUPERSEDED SURVEY CONTROL
 GC0294
 GC0294  NGVD 29 (??/??/92)  236.238  (m)          775.06   (f) ADJ UNCH    2 0
 GC0294
 GC0294.Superseded values are not recommended for survey control.
 GC0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0294.See file dsdata.txt to determine how the superseded data were derived.
 GC0294
 GC0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF880038(NAD 83)
 GC0294_MARKER: DR = REFERENCE MARK DISK
 GC0294_SETTING: 66 = SET IN ROCK OUTCROP
 GC0294_SP_SET: BEDROCK
 GC0294_STAMPING: MIDDLETON NO 2 1960
 GC0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0294+STABILITY: POSITION/ELEVATION WELL
 GC0294
 GC0294  HISTORY     - Date     Condition        Report By
 GC0294  HISTORY     - 1960     MONUMENTED       CGS
 GC0294
 GC0294                          STATION DESCRIPTION
 GC0294
 GC0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0294'1 MI W FROM NEW MIDDLETON.
 GC0294'THIS MARK IS LOCATED AT THE MIDDLETON 1960 STATION SITE, 34.8
 GC0294'FT. NORTHWEST OF THE STATION MARK AND 12 FT. WEST OF A 36-INCH
 GC0294'TRIANGLE BLAZED TREE.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GC0294'OUTCROPPING BEDROCK THAT PROJECTS 10 INCHES ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1644 ***********************************************************************
 GD1644  DESIGNATION -  MIDWAY
 GD1644  PID         -  GD1644
 GD1644  STATE/COUNTY-  TN/DYER
 GD1644  USGS QUAD   -  NEWBERN (1983)
 GD1644
 GD1644                         *CURRENT SURVEY CONTROL
 GD1644  ___________________________________________________________________
 GD1644* NAD 83(1995)-  36 05 48.95248(N)    089 18 12.47966(W)     ADJUSTED  
 GD1644* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 GD1644  ___________________________________________________________________
 GD1644  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GD1644  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1644
 GD1644  HORZ ORDER  -  THIRD
 GD1644
 GD1644.The horizontal coordinates were established by classical geodetic methods
 GD1644.and adjusted by the National Geodetic Survey in April 1999..
 GD1644
 GD1644.The orthometric height was scaled from a topographic map.
 GD1644
 GD1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1644
 GD1644.The geoid height was determined by GEOID03.
 GD1644
 GD1644;                    North         East     Units Scale Factor Converg.
 GD1644;SPC TN       -   200,690.513   302,580.909   MT  0.99995889   -1 56 02.3
 GD1644;SPC TN       -   658,432.12    992,717.53   sFT  0.99995889   -1 56 02.3
 GD1644;UTM  16      - 3,997,156.247   292,631.156   MT  1.00012988   -1 21 27.3
 GD1644
 GD1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1644!SPC TN       -   0.99998716  x   0.99995889  =   0.99994605
 GD1644!UTM  16      -   0.99998716  x   1.00012988  =   1.00011704
 GD1644
 GD1644:                Primary Azimuth Mark                     Grid Az
 GD1644:SPC TN       -  MIDWAY AZ MK                             005 21 10.3
 GD1644:UTM  16      -  MIDWAY AZ MK                             004 46 35.3
 GD1644
 GD1644|---------------------------------------------------------------------|
 GD1644| PID    Reference Object                     Distance      Geod. Az  |
 GD1644|                                                           dddmmss.s |
 GD1644| CG4577 MIDWAY AZ MK                                       0032508.0 |
 GD1644| CG4578 MIDWAY RM 1                           8.693 METERS 02427     |
 GD1644| CG4579 MIDWAY RM 2                           6.988 METERS 19806     |
 GD1644|---------------------------------------------------------------------|
 GD1644
 GD1644                          SUPERSEDED SURVEY CONTROL
 GD1644
 GD1644  NAD 83(1995)-  36 05 48.95587(N)    089 18 12.48005(W) AD(       ) 3
 GD1644  NAD 83(1995)-  36 05 48.95608(N)    089 18 12.47952(W) AD(       ) 3
 GD1644  NAD 83(1986)-  36 05 48.96379(N)    089 18 12.47935(W) AD(       ) 3
 GD1644  NAD 27      -  36 05 48.71150(N)    089 18 12.22810(W) AD(       ) 3
 GD1644
 GD1644.Superseded values are not recommended for survey control.
 GD1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1644.See file dsdata.txt to determine how the superseded data were derived.
 GD1644
 GD1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9263197156(NAD 83)
 GD1644_MARKER: DS = TRIANGULATION STATION DISK
 GD1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1644_STAMPING: MIDWAY 1959
 GD1644_MARK LOGO: CGS   
 GD1644
 GD1644  HISTORY     - Date     Condition        Report By
 GD1644  HISTORY     - 1959     MONUMENTED       CGS
 GD1644  HISTORY     - 1967     GOOD             CGS
 GD1644
 GD1644                          STATION DESCRIPTION
 GD1644
 GD1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1644'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF DYERSBURG, ABOUT 3 MILES
 GD1644'SOUTHWEST OF NEWBERN, ON THE WEST SIDE OF A GRAVELED ROAD AND IS ON
 GD1644'A BANK ABOUT 5 FEET HIGHER THAN THE ROAD LEVEL.  IT IS 24 FEET WEST
 GD1644'OF THE CENTERLINE OF THE GRAVELED ROAD, 3 FEET WEST OF A WIRE FENCE
 GD1644'AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 GD1644'FLUSH AND THE DISK IS STAMPED MIDWAY 1959.
 GD1644'
 GD1644'TO REACH THE STATION FROM THE NORTH ENTRANCE TO THE FAIRGROUNDS ON
 GD1644'U.S. HIGHWAY 51 IN DYERSBURG, GO NORTH ON HIGHWAY 51 FOR 1.95 MILES
 GD1644'TO A GRAVEL CROSSROAD AND A STORE ON THE LEFT.  CONTINUE NORTHEAST ON
 GD1644'HIGHWAY 51 FOR 2.5 MILES TO AN ANGLING SIDE ROAD LEFT.  TURN LEFT
 GD1644'AND GO NORTH ON A GRAVELED ROAD FOR 0.5 MILE TO THE TOP OF A GRADE
 GD1644'AND THE STATION ON THE LEFT.
 GD1644'
 GD1644'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 GD1644'ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK
 GD1644'ABOUT 100 FEET WEST OF THE GRAVELED ROAD, ON THE SOUTH SIDE OF THE
 GD1644'DRIVEWAY.
 GD1644'
 GD1644'REFERENCE MARK 1 IS 22 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 GD1644'ROAD, 24 FEET NORTH OF THE WHITE WITNESS POST AND 1 FOOT WEST OF A
 GD1644'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MIDWAY
 GD1644'NO 1 1959.
 GD1644'
 GD1644'REFERENCE MARK 2 IS 22 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 GD1644'ROAD, 28 FEET SOUTH OF THE WHITE WITNESS POST AND 1 FOOT WEST OF THE
 GD1644'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MIDWAY
 GD1644'NO 2 1959.
 GD1644'
 GD1644'THE AZIMUTH MARK IS 65 FEET EAST OF A 36 INCH OAK TREE, 37 FEET SOUTH
 GD1644'OF A WIRE FENCE, 10 FEET NORTH OF THE NORTH EDGE OF A POND, 90 FEET
 GD1644'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 15 FEET SOUTH OF THE
 GD1644'CENTERLINE OF A DRIVEWAY AND 2 FEET EAST OF A WHITE WITNESS POST.
 GD1644'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MIDWAY 1959.
 GD1644'
 GD1644'NO MEASUREMENT BETWEEN R.M. 1 AND 2 BECAUSE OF FENCE POST ON LINE.
 GD1644'
 GD1644'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1644
 GD1644                          STATION RECOVERY (1967)
 GD1644
 GD1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1644'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1644'THE OLD WOODEN WITNESS POSTS HAVE ROTTED AWAY AND NEW METAL WITNESS
 GD1644'POSTS AND SIGNS WERE SET.
 GD1644'
 GD1644'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1644'
 GD1644'THE STATION IS LOCATED ATOP A ROAD BANK ABOUT 4-1/2 MILES NORTHEAST
 GD1644'OF DYERSBURG AND 3 MILES SOUTHWEST OF NEWBERN.
 GD1644'
 GD1644'TO REACH THE STATION FROM THE NORTH ENTRANCE INTO THE DYER COUNTY
 GD1644'FAIRGROUNDS IN DYERSBURG, GO NORTH ON U.S. HIGHWAY 51 FOR 1.95 MILES
 GD1644'TO A CROSSROAD WHERE HIGHWAY BEARS TO THE RIGHT.  HERE CONTINUE
 GD1644'NORTHEASTERLY ON U.S. HIGHWAY 51 FOR 2.5 MILES TO A SIDE ROAD
 GD1644'LEFT, BEAR LEFT ONTO THIS SIDE ROAD AND GO NORTHERLY ON A GRAVELED
 GD1644'ROAD FOR 0.5 MILE TO A ROAD CUT AND THE STATION ON THE LEFT ATOP
 GD1644'BANK AS DESCRIBED.
 GD1644'
 GD1644'THE STATION IS 24 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GD1644'GRAVELED ROAD, 4.9 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN,
 GD1644'3 FEET WEST OF A WIRE FENCE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 GD1644'ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GD1644'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MIDWAY 1959.
 GD1644'
 GD1644'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1644'THE GRAVELED ROAD AND 1 FOOT WEST OF A WIRE FENCE.  IT IS A STANDARD
 GD1644'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GD1644'AND THE DISK IS STAMPED MIDWAY NO 1 1959.
 GD1644'
 GD1644'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GD1644'GRAVELED ROAD AND 1 FOOT WEST OF A WIRE FENCE.  IT IS A STANDARD
 GD1644'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GD1644'AND THE DISK IS STAMPED MIDWAY NO 2 1959.
 GD1644'
 GD1644'DUE TO LARGE BRACE POSTS ON LINE, THE REFERENCE MARKS COULD NOT BE
 GD1644'MEASURED BETWEEN.
 GD1644'
 GD1644'THE AZIMUTH MARK IS 92 FEET WEST OF THE APPROXIMATE CENTER OF A
 GD1644'GRAVELED ROAD, 65 FEET EAST OF A 36-INCH OAK TREE, 38 FEET SOUTH OF
 GD1644'A FENCE, 15 FEET SOUTH OF THE APPROXIMATE CENTER OF A FARM DRIVE AND
 GD1644'0.7 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1644'STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 GD1644'MONUMENT THAT PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GD1644'MIDWAY 1959.
 GD1644'
 GD1644'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON THE
 GD1644'GRAVELED ROAD FOR 0.3 MILE TO A FARM DRIVE ON THE LEFT AND THE MARK
 GD1644'ABOUT 100 FEET WEST ALONG SOUTH SIDE OF DRIVEWAY.
 GD1644'
 GD1644'NOTE - THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0901 ***********************************************************************
 GD0901  DESIGNATION -  MIDWAY REF BOLT
 GD0901  PID         -  GD0901
 GD0901  STATE/COUNTY-  TN/DYER
 GD0901  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0901
 GD0901                         *CURRENT SURVEY CONTROL
 GD0901  ___________________________________________________________________
 GD0901* NAD 83(1986)-  36 00 23.     (N)    089 41 24.     (W)     SCALED    
 GD0901* NAVD 88     -        78.323  (meters)     256.96   (feet)  ADJUSTED  
 GD0901  ___________________________________________________________________
 GD0901  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0901  DYNAMIC HT  -          78.257 (meters)     256.75  (feet)  COMP
 GD0901  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 GD0901
 GD0901  VERT ORDER  -  FIRST     CLASS II
 GD0901
 GD0901.The horizontal coordinates were scaled from a topographic map and have
 GD0901.an estimated accuracy of +/- 6 seconds.
 GD0901
 GD0901.The orthometric height was determined by differential leveling
 GD0901.and adjusted by the National Geodetic Survey in June 1991..
 GD0901
 GD0901.The geoid height was determined by GEOID03.
 GD0901
 GD0901.The dynamic height is computed by dividing the NAVD 88
 GD0901.geopotential number by the normal gravity value computed on the
 GD0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0901.degrees latitude (g = 980.6199 gals.).
 GD0901
 GD0901.The modeled gravity was interpolated from observed gravity values.
 GD0901
 GD0901;                    North         East    Units  Estimated Accuracy
 GD0901;SPC TN       -   191,900.      267,420.      MT  (+/- 180 meters Scaled)
 GD0901
 GD0901                          SUPERSEDED SURVEY CONTROL
 GD0901
 GD0901  NGVD 29 (??/??/??)   78.264  (m)          256.77   (f) ADJUSTED    1 2
 GD0901
 GD0901.Superseded values are not recommended for survey control.
 GD0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0901.See file dsdata.txt to determine how the superseded data were derived.
 GD0901
 GD0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE575880(NAD 83)
 GD0901_MARKER: B = BOLT
 GD0901_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0901_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0901_STAMPING: REF BM MIDWAY 1947
 GD0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0901
 GD0901  HISTORY     - Date     Condition        Report By
 GD0901  HISTORY     - 1947     MONUMENTED       DOD
 GD0901  HISTORY     - 1957     GOOD             CGS
 GD0901
 GD0901                          STATION DESCRIPTION
 GD0901
 GD0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0901'AT MIDWAY.
 GD0901'AT MIDWAY, ABOUT 0.15 MILE WEST-NORTHWEST OF THE BAPTIST CHURCH,
 GD0901'447 FEET WEST OF CENTER LINE OF A NORTH-SOUTH ROAD, 6 FEET
 GD0901'NORTH OF CENTER LINE OF A NARROW ROAD WEST TO A HOUSE, 38 FEET
 GD0901'SOUTHEAST OF A FENCE CORNER (FENCES EXTEND NORTH AND EAST),
 GD0901'20 FEET SOUTH OF FENCE LINE EAST, 15 1/2 FEET NORTH AND ACROSS
 GD0901'ROAD WEST FROM AN EAST WEST FENCE LINE, ABOUT 2 FEET ABOVE LEVEL
 GD0901'OF ROAD WEST (PIPE AND CAP) AND IS A U.S.E. CAP ON 3-INCH IRON
 GD0901'PIPE PROJECTING 20 INCHES AND SET DIRECTLY OVER A BOLT IN
 GD0901'CONCRETE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0900 ***********************************************************************
 GD0900  DESIGNATION -  MIDWAY REF CAP
 GD0900  PID         -  GD0900
 GD0900  STATE/COUNTY-  TN/DYER
 GD0900  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD0900
 GD0900                         *CURRENT SURVEY CONTROL
 GD0900  ___________________________________________________________________
 GD0900* NAD 83(1986)-  36 00 23.     (N)    089 41 24.     (W)     SCALED    
 GD0900* NAVD 88     -        79.536  (meters)     260.94   (feet)  ADJUSTED  
 GD0900  ___________________________________________________________________
 GD0900  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0900  DYNAMIC HT  -          79.469 (meters)     260.72  (feet)  COMP
 GD0900  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 GD0900
 GD0900  VERT ORDER  -  FIRST     CLASS II
 GD0900
 GD0900.The horizontal coordinates were scaled from a topographic map and have
 GD0900.an estimated accuracy of +/- 6 seconds.
 GD0900
 GD0900.The orthometric height was determined by differential leveling
 GD0900.and adjusted by the National Geodetic Survey in June 1991..
 GD0900
 GD0900.The geoid height was determined by GEOID03.
 GD0900
 GD0900.The dynamic height is computed by dividing the NAVD 88
 GD0900.geopotential number by the normal gravity value computed on the
 GD0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0900.degrees latitude (g = 980.6199 gals.).
 GD0900
 GD0900.The modeled gravity was interpolated from observed gravity values.
 GD0900
 GD0900;                    North         East    Units  Estimated Accuracy
 GD0900;SPC TN       -   191,900.      267,420.      MT  (+/- 180 meters Scaled)
 GD0900
 GD0900                          SUPERSEDED SURVEY CONTROL
 GD0900
 GD0900  NGVD 29 (??/??/??)   79.485  (m)          260.78   (f) ADJUSTED    1 2
 GD0900
 GD0900.Superseded values are not recommended for survey control.
 GD0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0900.See file dsdata.txt to determine how the superseded data were derived.
 GD0900
 GD0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE575880(NAD 83)
 GD0900_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0900_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0900_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0900_STAMPING: REF BM MIDWAY 1947
 GD0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0900
 GD0900  HISTORY     - Date     Condition        Report By
 GD0900  HISTORY     - 1947     MONUMENTED       DOD
 GD0900  HISTORY     - 1957     GOOD             CGS
 GD0900  HISTORY     - 20020717 POOR             USACE
 GD0900
 GD0900                          STATION DESCRIPTION
 GD0900
 GD0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0900'AT MIDWAY.
 GD0900'AT MIDWAY, ABOUT 0.15 MILE WEST-NORTHWEST OF THE BAPTIST CHURCH,
 GD0900'447 FEET WEST OF CENTER LINE OF A NORTH-SOUTH ROAD, 6 FEET
 GD0900'NORTH OF CENTER LINE OF A NARROW ROAD WEST TO A HOUSE, 38 FEET
 GD0900'SOUTHEAST OF A FENCE CORNER (FENCES EXTEND NORTH AND EAST),
 GD0900'20 FEET SOUTH OF FENCE LINE EAST, 15 1/2 FEET NORTH AND ACROSS
 GD0900'ROAD WEST FROM AN EAST WEST FENCE LINE, ABOUT 2 FEET ABOVE LEVEL
 GD0900'OF ROAD WEST (PIPE AND CAP) AND IS A U.S.E. CAP ON 3-INCH IRON
 GD0900'PIPE PROJECTING 20 INCHES.
 GD0900
 GD0900                          STATION RECOVERY (2002)
 GD0900
 GD0900'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0900'MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2386 ***********************************************************************
 FE2386  DESIGNATION -  MILAN
 FE2386  PID         -  FE2386
 FE2386  STATE/COUNTY-  TN/GIBSON
 FE2386  USGS QUAD   -  MILAN (1983)
 FE2386
 FE2386                         *CURRENT SURVEY CONTROL
 FE2386  ___________________________________________________________________
 FE2386* NAD 83(1995)-  35 53 42.47709(N)    088 45 21.09285(W)     ADJUSTED  
 FE2386* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 FE2386  ___________________________________________________________________
 FE2386  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FE2386  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE2386
 FE2386  HORZ ORDER  -  SECOND
 FE2386
 FE2386.The horizontal coordinates were established by classical geodetic methods
 FE2386.and adjusted by the National Geodetic Survey in April 1999..
 FE2386
 FE2386.The orthometric height was scaled from a topographic map.
 FE2386
 FE2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2386
 FE2386.The geoid height was determined by GEOID03.
 FE2386
 FE2386;                    North         East     Units Scale Factor Converg.
 FE2386;SPC TN       -   176,782.793   351,238.601   MT  0.99994897   -1 36 48.2
 FE2386;SPC TN       -   579,994.88  1,152,355.31   sFT  0.99994897   -1 36 48.2
 FE2386;UTM  16      - 3,973,741.127   341,531.522   MT  0.99990944   -1 01 46.9
 FE2386
 FE2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2386!SPC TN       -   0.99998074  x   0.99994897  =   0.99992971
 FE2386!UTM  16      -   0.99998074  x   0.99990944  =   0.99989018
 FE2386
 FE2386:                Primary Azimuth Mark                     Grid Az
 FE2386:SPC TN       -  MILAN COMPRESS TANK                      002 56 59.5
 FE2386:UTM  16      -  MILAN COMPRESS TANK                      002 21 58.2
 FE2386
 FE2386|---------------------------------------------------------------------|
 FE2386| PID    Reference Object                     Distance      Geod. Az  |
 FE2386|                                                           dddmmss.s |
 FE2386| FE2383 MILAN COMPRESS TANK                 APPROX. 3.1 KM 0012011.3 |
 FE2386| FE2309 MILAN ORDNANCE DEPOT C TANK         APPROX. 5.7 KM 0614739.4 |
 FE2386| FE2307 MILAN ORDNANCE DEPOT A TANK         APPROX. 4.3 KM 0795200.0 |
 FE2386| FE2310 MILAN ORDNANCE DEPOT D TANK         APPROX. 8.3 KM 0832212.7 |
 FE2386| FE2308 MILAN ORDNANCE DEPOT B TANK         APPROX. 6.7 KM 0923612.8 |
 FE2386| CG4583 MILAN RM 2                           26.385 METERS 10748     |
 FE2386| CG4584 MILAN RM 3                           26.386 METERS 10749     |
 FE2386| CG4580 MILAN AZ MK                                        1230743.7 |
 FE2386| FE2301 MILAN ORDNANCE DEPOT HQ TANK        APPROX. 9.4 KM 1230856.2 |
 FE2386| FE2391 MEDINA MUNICIPAL TANK               APPROX.10.4 KM 1901304.4 |
 FE2386| FE2385 MILAN RAD STA WKBJ MAST             APPROX. 2.4 KM 2874748.1 |
 FE2386| CG4581 MILAN AZ MK 2                                      3355608.2 |
 FE2386| FE2384 MILAN MUNICIPAL TANK                APPROX. 2.6 KM 3521825.1 |
 FE2386| CG4582 MILAN RM 1                           26.452 METERS 35610     |
 FE2386|---------------------------------------------------------------------|
 FE2386
 FE2386                          SUPERSEDED SURVEY CONTROL
 FE2386
 FE2386  NAD 83(1995)-  35 53 42.48044(N)    088 45 21.09743(W) AD(       ) 2
 FE2386  NAD 83(1986)-  35 53 42.48836(N)    088 45 21.09292(W) AD(       ) 2
 FE2386  NAD 27      -  35 53 42.25050(N)    088 45 20.87620(W) AD(       ) 2
 FE2386
 FE2386.Superseded values are not recommended for survey control.
 FE2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2386.See file dsdata.txt to determine how the superseded data were derived.
 FE2386
 FE2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4153273741(NAD 83)
 FE2386_MARKER: DS = TRIANGULATION STATION DISK
 FE2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2386
 FE2386  HISTORY     - Date     Condition        Report By
 FE2386  HISTORY     - 1958     MONUMENTED       CGS
 FE2386  HISTORY     - 1972     GOOD             NGS
 FE2386
 FE2386                          STATION DESCRIPTION
 FE2386
 FE2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2386'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF MEDINA, ABOUT 1 MILE
 FE2386'SOUTH OF MILAN AND 0.3 MILE WEST OF U.S. HIGHWAY 45 E. IT IS ON
 FE2386'PROPERTY OWNED BY C.V. TAYLOR AND O.C. CLEMMER. IT IS 111 FEET
 FE2386'NORTHEAST OF THE SOUTHEAST CORNER OF A SHED, 108 FEET NORTHWEST
 FE2386'OF THE NORTHEAST CORNER OF A FRAME HOUSE, 27 FEET NORTHEAST OF A
 FE2386'FENCE CORNER AND 12 INCH DOGWOOD TREE AND 8 FEET EAST OF A
 FE2386'FENCE AND WHITE WITNESS POST. THE MARK IS 14 INCHES UNDERGROUND AND
 FE2386'THE DISK IS STAMPED MILAN 1958.
 FE2386'
 FE2386'TO REACH THE STATION FROM THE POST OFFICE IN MILAN, GO SOUTH ON U.S.
 FE2386'HIGHWAY 45 E (BUSINESS ROUTE) FOR 0.6 MILE TO THE JUNCTION OF
 FE2386'HIGHWAY 45 E.  CONTINUE SOUTH ON HIGHWAY 45 E FOR 1.2 MILES TO A DIRT
 FE2386'CROSSROAD.* TURN RIGHT AND GO WEST ON THE DIRT ROAD FOR 0.3 MILE TO
 FE2386'THE STATION AS DESCRIBED.
 FE2386'
 FE2386'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, CONTINUE SOUTH ON
 FE2386'HIGHWAY 45 E FOR 0.25 MILE TO THE MARK ON THE RIGHT, WEST SIDE OF
 FE2386'THE HIGHWAY.
 FE2386'
 FE2386'REFERENCE MARK 1 IS 87 FEET NORTH OF THE WHITE WITNESS POST, 25 FEET
 FE2386'SOUTH OF A 12 INCH ELM TREE AND 1 FOOT EAST OF A FENCE.  THE MARK
 FE2386'IS FLUSH AND THE DISK IS STAMPED MILAN NO 1 1958.
 FE2386'
 FE2386'REFERENCE MARK 2 IS 62 FEET EAST OF THE EAST SIDE OF A GATE, 19 FEET
 FE2386'NORTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT NORTH OF A FENCE.
 FE2386'THE MARK IS FLUSH AND THE DISK IS STAMPED MILAN NO 2 1958.
 FE2386'
 FE2386'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF HIGHWAY 45 E
 FE2386'AND 1 FOOT NORTH OF A POWER LINE POLE AND WHITE WITNESS POST.
 FE2386'THE MARK IS FLUSH AND THE DISK IS STAMPED MILAN 1958.
 FE2386'
 FE2386'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FE2386
 FE2386                          STATION RECOVERY (1972)
 FE2386
 FE2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2386'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FE2386'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISK FOR REFERENCE
 FE2386'MARK NO. 2 HAD BEEN SHEARED OFF BUT PART OF THE SHANK REMAINED.  THE
 FE2386'POINT WAS HELD AND THE CONCRETE MONUMENT WAS SQUARED OFF AND A NEW
 FE2386'DISK MILAN 1958 NO 3 1972 WAS CEMENTED IN A DRILL HOLE IN THE
 FE2386'ORIGINAL MONUMENT AND MARKS VERY NEARLY THE SAME HORIZONTAL
 FE2386'POSITION AS DID REFERENCE MARK NO. 2.  THE AZIMUTH MARK WAS
 FE2386'OBSTRUCTED BY THE CORNER OF A NEW BRICK HOME, AND AS IT WOULD BE
 FE2386'DESTROYED BY CONSTRUCTION ALONG U.S. HIGHWAY 45E, THE MARK WAS
 FE2386'DESTROYED AND THE DISK REMOVED.  A NEW AZIMUTH MARK WAS
 FE2386'ESTABLISHED.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 FE2386'OBSERVED ON ALL OBJECTS USING POSITIONED INTERSECTION STATION
 FE2386'MILAN, RADIO STATION WKBJ MAST (1958) AS THE INITIAL.  IN CHECKING
 FE2386'THE HORIZONTAL ANGLES OBSERVED THIS DATE ON ANGLES OBSERVED IN
 FE2386'1958 THEY ALL CHECKED WELL WITHIN THE REQUIRED LIMITS.
 FE2386'VERTICAL ANGLES WERE OBSERVED UPON THE REFERENCE MARKS AND SLOPE
 FE2386'MEASUREMENTS MADE, AND WHEN REDUCED TO THE HORIZONTAL A DISCREPANCY
 FE2386'OF MINUS 0.02 OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 1.
 FE2386'
 FE2386'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2386'
 FE2386'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF MEDINA, ABOUT 1 MILE
 FE2386'SOUTH OF MILAN, ABOUT 0.35 OF A MILE WEST OF U.S.  HIGHWAY 45E,
 FE2386'AND IS ON THE PROPERTY OF MRS. J.H. ROYER OF MILAN.
 FE2386'
 FE2386'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE HUB INTERSECTION
 FE2386'OF U.S. HIGHWAYS 45E, 70 AND 79 AND STATE ROUTES 104 AND 77 IN
 FE2386'MILAN, GO EASTERLY ON U.S. HIGHWAY 45E AND STATE ROUTE 104 FOR ABOUT
 FE2386'0.1 OF A MILE TO WHERE STATE ROUTE 104 BEARS LEFT AND U.S. 45E
 FE2386'BEARS RIGHT.  HERE BEAR RIGHT ON U.S. HIGHWAY 45E AND GO SOUTHERLY
 FE2386'FOR 1.45 MILES TO CRAIG DRIVE ON THE RIGHT, HERE TURN RIGHT ON
 FE2386'CRAIG DRIVE AND GO WESTERLY FOR 0.35 OF A MILE TO THE TOP OF THE
 FE2386'HILL, THE HOME OF C.V. TAYLOR ON THE LEFT, AND THE STATION ON THE
 FE2386'RIGHT AS DESCRIBED.
 FE2386'
 FE2386'THE STATION IS 93 FEET WEST-NORTHWEST AND ACROSS CRAIG DRIVE FROM A
 FE2386'48-INCH BLACK OAK TREE, 89 FEET NORTHEAST AND ACROSS CRAIG
 FE2386'DRIVE FROM THE NORTHEAST CORNER OF A METAL BUILDING, 38 FEET NORTH OF
 FE2386'THE APPROXIMATE CENTER OF CRAIG DRIVE, 20 FEET NORTH OF A FIRE
 FE2386'HYDRANT, 16 FEET NORTH OF A GUYED POWERLINE POLE, AND 1.0 FOOT EAST
 FE2386'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE
 FE2386'TOP OF 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 14 INCHES BELOW THE
 FE2386'SURFACE OF THE SURROUNDING SURFACE, AND THE DISK IS STAMPED MILAN
 FE2386'1958.
 FE2386'
 FE2386'REFERENCE MARK NO. 1 IS 125 FEET NORTH OF THE APPROXIMATE CENTER OF
 FE2386'CRAIG DRIVE, 105 FEET NORTH OF A FIRE HYDRANT, 99 FEET NORTH OF
 FE2386'THE GUYED POWERLINE POLE, 24 FEET SOUTH OF A 30-INCH ELM TREE, 1.5
 FE2386'FEET EAST OF AN OLD NORTH-SOUTH FENCE LINE, AND ABOUT 3 FEET BELOW
 FE2386'THE GROUND ELEVATION AT THE STATION.  IT IS A STANDARD DISK SET IN
 FE2386'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 FE2386'INCHES AND THE DISK IS STAMPED MILAN NO 1 1958.
 FE2386'
 FE2386'REFERENCE MARK NO. 3 IS 92 FEET EAST OF THE GUYED POWERLINE POLE, 91
 FE2386'FEET EAST OF THE FIRE HYDRANT, 51 FEET NORTHWEST AND ACROSS CRAIG
 FE2386'DRIVE FROM A UTILITY AND LIGHT POLE, 35 FEET NORTH AND ACROSS CRAIG
 FE2386'DRIVE FROM THE 48-INCH BLACK OAK TREE, 17 FEET NORTH OF THE
 FE2386'APPROXIMATE CENTER OF CRAIG DRIVE, AND ABOUT 1 FOOT BELOW THE GROUND
 FE2386'ELEVATION AT THE STATION.  IT IS A STANDARD DISK SET IN THE
 FE2386'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FE2386'STAMPED MILAN 1958 NO 3 1972.
 FE2386'
 FE2386'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FE2386'REFERENCE MARK NO. 3 IS 143.39 FEET, (43.705) METERS.
 FE2386'
 FE2386'THE AZIMUTH MARK IS ABOUT 0.45 OF A MILE NORTHWEST OF THE STATION, 81
 FE2386'FEET WEST OF A LIGHT POLE, 74 FEET EAST OF THE PORTICO ENTRANCE
 FE2386'WALKS INTO THE ITT PLANT, 36 FEET WEST OF THE APPROXIMATE CENTER OF A
 FE2386'SERVICE DRIVE, 21 FEET NORTH OF THE NORTHEAST CORNER OF A LARGE
 FE2386'DESIGNATION SIGN, 20 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 FE2386'LARGE DESIGNATION SIGN, 12 FEET SOUTH OF THE APPROXIMATE CENTER
 FE2386'OF THE MAIN DRIVE INTO THE PLANT, NEAR THE POINT OF CURVE OF A
 FE2386'RETAINING WALL, AND ON THE PROPERTY OF ITT TELECOMMUNICATIONS
 FE2386'PLANT. MR. DAN ROBINSON, PLANT MANAGER GAVE PERMISSION TO ESTABLISH
 FE2386'THE MARK. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FE2386'CONCRETE RETAINING WALL AND CURB AROUND A LANDSCAPED AREA AT THE
 FE2386'PLANT ENTRANCE, AND THE DISK IS STAMPED MILAN 1958 1972.
 FE2386'
 FE2386'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON CRAIG
 FE2386'DRIVE FOR 0.1 OF A MILE TO TELCON ROAD. HERE TURN RIGHT ON TELCON
 FE2386'ROAD AND GO NORTHERLY FOR 0.4 OF A MILE TO THE MAIN ENTRANCE ROAD
 FE2386'LEADING INTO THE ITT PLANT COMPLEX. HERE TURN LEFT ONTO ENTRANCE
 FE2386'ROAD AND GO WESTERLY FOR 0.1 OF A MILE TO THE MARK ON THE LEFT AS
 FE2386'DESCRIBED.
 FE2386'
 FE2386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1.0 MILE SOUTH
 FE2386'OF MILAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2383 ***********************************************************************
 FE2383  DESIGNATION -  MILAN COMPRESS TANK
 FE2383  PID         -  FE2383
 FE2383  STATE/COUNTY-  TN/GIBSON
 FE2383  USGS QUAD   -  MILAN (1983)
 FE2383
 FE2383                         *CURRENT SURVEY CONTROL
 FE2383  ___________________________________________________________________
 FE2383* NAD 83(1995)-  35 55 21.80582(N)    088 45 18.24387(W)     ADJUSTED  
 FE2383* NAVD 88     -                                                        
 FE2383  ___________________________________________________________________
 FE2383  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FE2383  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE2383
 FE2383  HORZ ORDER  -  THIRD
 FE2383
 FE2383.The horizontal coordinates were established by classical geodetic methods
 FE2383.and adjusted by the National Geodetic Survey in April 1999..
 FE2383
 FE2383
 FE2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2383
 FE2383.The geoid height was determined by GEOID03.
 FE2383
 FE2383;                    North         East     Units Scale Factor Converg.
 FE2383;SPC TN       -   179,840.872   351,396.184   MT  0.99994959   -1 36 46.5
 FE2383;SPC TN       -   590,027.93  1,152,872.31   sFT  0.99994959   -1 36 46.5
 FE2383;UTM  16      - 3,976,800.529   341,657.956   MT  0.99990895   -1 01 47.6
 FE2383
 FE2383                          SUPERSEDED SURVEY CONTROL
 FE2383
 FE2383  NAD 83(1995)-  35 55 21.80905(N)    088 45 18.24831(W) AD(       ) 4
 FE2383  NAD 83(1986)-  35 55 21.81708(N)    088 45 18.24384(W) AD(       ) 4
 FE2383  NAD 27      -  35 55 21.57900(N)    088 45 18.02700(W) AD(       ) 3
 FE2383
 FE2383.Superseded values are not recommended for survey control.
 FE2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2383.See file dsdata.txt to determine how the superseded data were derived.
 FE2383
 FE2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4165876801(NAD 83)
 FE2383_MARKER: 53 = ELEVATED TANK
 FE2383
 FE2383  HISTORY     - Date     Condition        Report By
 FE2383  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2383
 FE2383                          STATION DESCRIPTION
 FE2383
 FE2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2383'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE MILAN
 FE2383'COMPRESS COMPANY LOCATED AT THE SOUTHWEST CORNER OF THE COMPANY
 FE2383'PLANT ABOUT 200 FEET WEST OF THE INTERSECTION OF BROAD AND NORTH
 FE2383'STREETS IN THE NORTHEAST SECTION OF MILAN.  IT IS A STEEL TANK
 FE2383'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND PAINTED SILVER.  THE
 FE2383'HEIGHT IS ABOUT 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2384 ***********************************************************************
 FE2384  DESIGNATION -  MILAN MUNICIPAL TANK
 FE2384  PID         -  FE2384
 FE2384  STATE/COUNTY-  TN/GIBSON
 FE2384  USGS QUAD   -  MILAN (1983)
 FE2384
 FE2384                         *CURRENT SURVEY CONTROL
 FE2384  ___________________________________________________________________
 FE2384* NAD 83(1995)-  35 55 06.61431(N)    088 45 35.06496(W)     ADJUSTED  
 FE2384* NAVD 88     -                                                        
 FE2384  ___________________________________________________________________
 FE2384  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FE2384  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE2384
 FE2384  HORZ ORDER  -  THIRD
 FE2384
 FE2384.The horizontal coordinates were established by classical geodetic methods
 FE2384.and adjusted by the National Geodetic Survey in April 1999..
 FE2384
 FE2384
 FE2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2384
 FE2384.The geoid height was determined by GEOID03.
 FE2384
 FE2384;                    North         East     Units Scale Factor Converg.
 FE2384;SPC TN       -   179,384.735   350,961.469   MT  0.99994948   -1 36 56.4
 FE2384;SPC TN       -   588,531.42  1,151,446.09   sFT  0.99994948   -1 36 56.4
 FE2384;UTM  16      - 3,976,340.010   341,227.923   MT  0.99991063   -1 01 57.1
 FE2384
 FE2384                          SUPERSEDED SURVEY CONTROL
 FE2384
 FE2384  NAD 83(1995)-  35 55 06.61755(N)    088 45 35.06941(W) AD(       ) 4
 FE2384  NAD 83(1986)-  35 55 06.62559(N)    088 45 35.06492(W) AD(       ) 4
 FE2384  NAD 27      -  35 55 06.39000(N)    088 45 34.84800(W) AD(       ) 3
 FE2384
 FE2384.Superseded values are not recommended for survey control.
 FE2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2384.See file dsdata.txt to determine how the superseded data were derived.
 FE2384
 FE2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4122876340(NAD 83)
 FE2384_MARKER: 53 = ELEVATED TANK
 FE2384
 FE2384  HISTORY     - Date     Condition        Report By
 FE2384  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2384
 FE2384                          STATION DESCRIPTION
 FE2384
 FE2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2384'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 FE2384'LOCATED ABOUT 200 FEET SOUTHWEST OF THE INTERSECTION OF WILLIAMSON
 FE2384'AND 2ND STREETS IN THE WEST-CENTRAL SECTION OF MILAN.  IT IS A STEEL
 FE2384'TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND PAINTED SILVER.
 FE2384'THE HEIGHT IS ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2301 ***********************************************************************
 FE2301  DESIGNATION -  MILAN ORDNANCE DEPOT HQ TANK
 FE2301  PID         -  FE2301
 FE2301  STATE/COUNTY-  TN/CARROLL
 FE2301  USGS QUAD   -  SPRING CREEK (1983)
 FE2301
 FE2301                         *CURRENT SURVEY CONTROL
 FE2301  ___________________________________________________________________
 FE2301* NAD 83(1995)-  35 50 54.86780(N)    088 40 06.09482(W)     ADJUSTED  
 FE2301* NAVD 88     -                                                        
 FE2301  ___________________________________________________________________
 FE2301  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FE2301  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2301
 FE2301  HORZ ORDER  -  THIRD
 FE2301
 FE2301.The horizontal coordinates were established by classical geodetic methods
 FE2301.and adjusted by the National Geodetic Survey in April 1999..
 FE2301
 FE2301
 FE2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2301
 FE2301.The geoid height was determined by GEOID03.
 FE2301
 FE2301;                    North         East     Units Scale Factor Converg.
 FE2301;SPC TN       -   171,400.168   358,994.045   MT  0.99994843   -1 33 43.8
 FE2301;SPC TN       -   562,335.38  1,177,799.63   sFT  0.99994843   -1 33 43.8
 FE2301;UTM  16      - 3,968,438.160   349,341.033   MT  0.99987970   -0 58 38.1
 FE2301
 FE2301                          SUPERSEDED SURVEY CONTROL
 FE2301
 FE2301  NAD 83(1995)-  35 50 54.87119(N)    088 40 06.10004(W) AD(       ) 4
 FE2301  NAD 83(1986)-  35 50 54.87892(N)    088 40 06.09506(W) AD(       ) 4
 FE2301  NAD 27      -  35 50 54.64000(N)    088 40 05.88800(W) AD(       ) 3
 FE2301
 FE2301.Superseded values are not recommended for survey control.
 FE2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2301.See file dsdata.txt to determine how the superseded data were derived.
 FE2301
 FE2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4934168438(NAD 83)
 FE2301_MARKER: 53 = ELEVATED TANK
 FE2301
 FE2301  HISTORY     - Date     Condition        Report By
 FE2301  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2301
 FE2301                          STATION DESCRIPTION
 FE2301
 FE2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2301'THE STATIONS ARE THE FINIALS OF THE WATER TANKS.  THE TANKS ARE
 FE2301'LOCATED IN THE WOLF CREEK DIVISION OF THE MILAN ORDNANCE
 FE2301'DEPOT.  THEY ARE ALL SUPPORTED BY SIX LEGGED STEEL STRUCTURES.  THEY
 FE2301'ARE DESIGNATED HEADQUARTERS, A, B, C, AND D.  THE HEADQUARTERS TANK
 FE2301'IS 181 FEET HIGH, TANK A IS 154.5 FEET HIGH, TANK B IS 159.5 FEET
 FE2301'HIGH, TANK C IS 209.5 FEET HIGH AND TANK D IS 209.5 FEET HIGH.  THE
 FE2301'LOCATION OF THE WATER TANKS ON THE BASE MAY BE OBTAINED FROM THE
 FE2301'ENGINEERING DEPARTMENT OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2307 ***********************************************************************
 FE2307  DESIGNATION -  MILAN ORDNANCE DEPOT A TANK
 FE2307  PID         -  FE2307
 FE2307  STATE/COUNTY-  TN/GIBSON
 FE2307  USGS QUAD   -  ATWOOD (1983)
 FE2307
 FE2307                         *CURRENT SURVEY CONTROL
 FE2307  ___________________________________________________________________
 FE2307* NAD 83(1995)-  35 54 06.72538(N)    088 42 34.11712(W)     ADJUSTED  
 FE2307* NAVD 88     -                                                        
 FE2307  ___________________________________________________________________
 FE2307  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FE2307  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FE2307
 FE2307  HORZ ORDER  -  THIRD
 FE2307
 FE2307.The horizontal coordinates were established by classical geodetic methods
 FE2307.and adjusted by the National Geodetic Survey in April 1999..
 FE2307
 FE2307
 FE2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2307
 FE2307.The geoid height was determined by GEOID03.
 FE2307
 FE2307;                    North         East     Units Scale Factor Converg.
 FE2307;SPC TN       -   177,412.933   355,444.957   MT  0.99994910   -1 35 10.4
 FE2307;SPC TN       -   582,062.26  1,166,155.66   sFT  0.99994910   -1 35 10.4
 FE2307;UTM  16      - 3,974,414.050   345,731.041   MT  0.99989326   -1 00 09.5
 FE2307
 FE2307                          SUPERSEDED SURVEY CONTROL
 FE2307
 FE2307  NAD 83(1995)-  35 54 06.72857(N)    088 42 34.12193(W) AD(       ) 4
 FE2307  NAD 83(1986)-  35 54 06.73656(N)    088 42 34.11723(W) AD(       ) 4
 FE2307  NAD 27      -  35 54 06.50000(N)    088 42 33.90600(W) AD(       ) 3
 FE2307
 FE2307.Superseded values are not recommended for survey control.
 FE2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2307.See file dsdata.txt to determine how the superseded data were derived.
 FE2307
 FE2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4573174414(NAD 83)
 FE2307_MARKER: 51 = TANK
 FE2307
 FE2307  HISTORY     - Date     Condition        Report By
 FE2307  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2307
 FE2307                          STATION DESCRIPTION
 FE2307
 FE2307'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2308 ***********************************************************************
 FE2308  DESIGNATION -  MILAN ORDNANCE DEPOT B TANK
 FE2308  PID         -  FE2308
 FE2308  STATE/COUNTY-  TN/CARROLL
 FE2308  USGS QUAD   -  ATWOOD (1983)
 FE2308
 FE2308                         *CURRENT SURVEY CONTROL
 FE2308  ___________________________________________________________________
 FE2308* NAD 83(1995)-  35 53 32.53864(N)    088 40 54.70825(W)     ADJUSTED  
 FE2308* NAVD 88     -                                                        
 FE2308  ___________________________________________________________________
 FE2308  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FE2308  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2308
 FE2308  HORZ ORDER  -  THIRD
 FE2308
 FE2308.The horizontal coordinates were established by classical geodetic methods
 FE2308.and adjusted by the National Geodetic Survey in April 1999..
 FE2308
 FE2308
 FE2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2308
 FE2308.The geoid height was determined by GEOID03.
 FE2308
 FE2308;                    North         East     Units Scale Factor Converg.
 FE2308;SPC TN       -   176,291.049   357,907.839   MT  0.99994892   -1 34 12.2
 FE2308;SPC TN       -   578,381.55  1,174,235.97   sFT  0.99994892   -1 34 12.2
 FE2308;UTM  16      - 3,973,317.381   348,205.074   MT  0.99988393   -0 59 10.3
 FE2308
 FE2308                          SUPERSEDED SURVEY CONTROL
 FE2308
 FE2308  NAD 83(1995)-  35 53 32.54183(N)    088 40 54.71325(W) AD(       ) 4
 FE2308  NAD 83(1986)-  35 53 32.54975(N)    088 40 54.70831(W) AD(       ) 4
 FE2308  NAD 27      -  35 53 32.31200(N)    088 40 54.49900(W) AD(       ) 3
 FE2308
 FE2308.Superseded values are not recommended for survey control.
 FE2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2308.See file dsdata.txt to determine how the superseded data were derived.
 FE2308
 FE2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4820573317(NAD 83)
 FE2308_MARKER: 51 = TANK
 FE2308
 FE2308  HISTORY     - Date     Condition        Report By
 FE2308  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2308
 FE2308                          STATION DESCRIPTION
 FE2308
 FE2308'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2309 ***********************************************************************
 FE2309  DESIGNATION -  MILAN ORDNANCE DEPOT C TANK
 FE2309  PID         -  FE2309
 FE2309  STATE/COUNTY-  TN/GIBSON
 FE2309  USGS QUAD   -  ATWOOD (1983)
 FE2309
 FE2309                         *CURRENT SURVEY CONTROL
 FE2309  ___________________________________________________________________
 FE2309* NAD 83(1995)-  35 55 09.89032(N)    088 42 00.61617(W)     ADJUSTED  
 FE2309* NAVD 88     -                                                        
 FE2309  ___________________________________________________________________
 FE2309  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FE2309  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FE2309
 FE2309  HORZ ORDER  -  THIRD
 FE2309
 FE2309.The horizontal coordinates were established by classical geodetic methods
 FE2309.and adjusted by the National Geodetic Survey in April 1999..
 FE2309
 FE2309
 FE2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2309
 FE2309.The geoid height was determined by GEOID03.
 FE2309
 FE2309;                    North         East     Units Scale Factor Converg.
 FE2309;SPC TN       -   179,335.717   356,338.382   MT  0.99994951   -1 34 50.8
 FE2309;SPC TN       -   588,370.60  1,169,086.84   sFT  0.99994951   -1 34 50.8
 FE2309;UTM  16      - 3,976,345.719   346,604.791   MT  0.99988994   -0 59 51.3
 FE2309
 FE2309                          SUPERSEDED SURVEY CONTROL
 FE2309
 FE2309  NAD 83(1995)-  35 55 09.89338(N)    088 42 00.62098(W) AD(       ) 4
 FE2309  NAD 83(1986)-  35 55 09.90151(N)    088 42 00.61615(W) AD(       ) 4
 FE2309  NAD 27      -  35 55 09.66600(N)    088 42 00.40600(W) AD(       ) 3
 FE2309
 FE2309.Superseded values are not recommended for survey control.
 FE2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2309.See file dsdata.txt to determine how the superseded data were derived.
 FE2309
 FE2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4660576346(NAD 83)
 FE2309_MARKER: 51 = TANK
 FE2309
 FE2309  HISTORY     - Date     Condition        Report By
 FE2309  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2309
 FE2309                          STATION DESCRIPTION
 FE2309
 FE2309'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2310 ***********************************************************************
 FE2310  DESIGNATION -  MILAN ORDNANCE DEPOT D TANK
 FE2310  PID         -  FE2310
 FE2310  STATE/COUNTY-  TN/CARROLL
 FE2310  USGS QUAD   -  ATWOOD (1983)
 FE2310
 FE2310                         *CURRENT SURVEY CONTROL
 FE2310  ___________________________________________________________________
 FE2310* NAD 83(1995)-  35 54 13.47086(N)    088 39 52.01380(W)     ADJUSTED  
 FE2310* NAVD 88     -                                                        
 FE2310  ___________________________________________________________________
 FE2310  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FE2310  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FE2310
 FE2310  HORZ ORDER  -  THIRD
 FE2310
 FE2310.The horizontal coordinates were established by classical geodetic methods
 FE2310.and adjusted by the National Geodetic Survey in April 1999..
 FE2310
 FE2310
 FE2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2310
 FE2310.The geoid height was determined by GEOID03.
 FE2310
 FE2310;                    North         East     Units Scale Factor Converg.
 FE2310;SPC TN       -   177,509.167   359,513.855   MT  0.99994914   -1 33 35.5
 FE2310;SPC TN       -   582,377.99  1,179,505.04   sFT  0.99994914   -1 33 35.5
 FE2310;UTM  16      - 3,974,551.714   349,798.489   MT  0.99987800   -0 58 34.5
 FE2310
 FE2310                          SUPERSEDED SURVEY CONTROL
 FE2310
 FE2310  NAD 83(1995)-  35 54 13.47394(N)    088 39 52.01887(W) AD(       ) 4
 FE2310  NAD 83(1986)-  35 54 13.48191(N)    088 39 52.01383(W) AD(       ) 4
 FE2310  NAD 27      -  35 54 13.24500(N)    088 39 51.80600(W) AD(       ) 3
 FE2310
 FE2310.Superseded values are not recommended for survey control.
 FE2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2310.See file dsdata.txt to determine how the superseded data were derived.
 FE2310
 FE2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE4979874552(NAD 83)
 FE2310_MARKER: 51 = TANK
 FE2310
 FE2310  HISTORY     - Date     Condition        Report By
 FE2310  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2310
 FE2310                          STATION DESCRIPTION
 FE2310
 FE2310'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2385 ***********************************************************************
 FE2385  DESIGNATION -  MILAN RAD STA WKBJ MAST
 FE2385  PID         -  FE2385
 FE2385  STATE/COUNTY-  TN/GIBSON
 FE2385  USGS QUAD   -  MILAN (1983)
 FE2385
 FE2385                         *CURRENT SURVEY CONTROL
 FE2385  ___________________________________________________________________
 FE2385* NAD 83(1995)-  35 54 05.80293(N)    088 46 50.44141(W)     ADJUSTED  
 FE2385* NAVD 88     -                                                        
 FE2385  ___________________________________________________________________
 FE2385  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FE2385  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2385
 FE2385  HORZ ORDER  -  THIRD
 FE2385
 FE2385.The horizontal coordinates were established by classical geodetic methods
 FE2385.and adjusted by the National Geodetic Survey in April 1999..
 FE2385
 FE2385
 FE2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2385
 FE2385.The geoid height was determined by GEOID03.
 FE2385
 FE2385;                    North         East     Units Scale Factor Converg.
 FE2385;SPC TN       -   177,564.771   349,019.299   MT  0.99994909   -1 37 40.5
 FE2385;SPC TN       -   582,560.42  1,145,074.15   sFT  0.99994909   -1 37 40.5
 FE2385;UTM  16      - 3,974,500.432   339,304.449   MT  0.99991820   -1 02 39.9
 FE2385
 FE2385                          SUPERSEDED SURVEY CONTROL
 FE2385
 FE2385  NAD 83(1995)-  35 54 05.80630(N)    088 46 50.44581(W) AD(       ) 4
 FE2385  NAD 83(1986)-  35 54 05.81425(N)    088 46 50.44140(W) AD(       ) 4
 FE2385  NAD 27      -  35 54 05.57600(N)    088 46 50.22100(W) AD(       ) 3
 FE2385
 FE2385.Superseded values are not recommended for survey control.
 FE2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2385.See file dsdata.txt to determine how the superseded data were derived.
 FE2385
 FE2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3930474500(NAD 83)
 FE2385_MARKER: 42 = RADIO/TV MAST
 FE2385
 FE2385  HISTORY     - Date     Condition        Report By
 FE2385  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2385
 FE2385                          STATION DESCRIPTION
 FE2385
 FE2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2385'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO STATION
 FE2385'WKBJ, LOCATED ON THE SOUTHEAST SIDE OF U.S. HIGHWAY NOS. 79 AND 70
 FE2385'A ABOUT 1-1/2 MILES SOUTHWEST OF MILAN.  THE MAST IS A UNIFORM
 FE2385'CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES AND PAINTED IN
 FE2385'ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE HEIGHT IS ABOUT 150
 FE2385'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2452 ***********************************************************************
 GB2452  DESIGNATION -  MILES
 GB2452  PID         -  GB2452
 GB2452  STATE/COUNTY-  TN/CLAY
 GB2452  USGS QUAD   -  UNION HILL (1968)
 GB2452
 GB2452                         *CURRENT SURVEY CONTROL
 GB2452  ___________________________________________________________________
 GB2452* NAD 83(1995)-  36 32 37.63936(N)    085 43 29.92406(W)     ADJUSTED  
 GB2452* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 GB2452  ___________________________________________________________________
 GB2452  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 GB2452  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 GB2452
 GB2452  HORZ ORDER  -  SECOND
 GB2452
 GB2452.The horizontal coordinates were established by classical geodetic methods
 GB2452.and adjusted by the National Geodetic Survey in April 1999..
 GB2452
 GB2452.The orthometric height was scaled from a topographic map.
 GB2452
 GB2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2452
 GB2452.The geoid height was determined by GEOID03.
 GB2452
 GB2452;                    North         East     Units Scale Factor Converg.
 GB2452;SPC TN       -   245,289.914   624,626.145   MT  1.00002502   +0 09 39.6
 GB2452;SPC TN       -   804,755.33  2,049,294.28   sFT  1.00002502   +0 09 39.6
 GB2452;SPC KY1Z     - 1,023,359.004 1,502,240.791   MT  1.00017271   +0 00 55.3
 GB2452;SPC KY1Z     - 3,357,470.33  4,928,601.66   sFT  1.00017271   +0 00 55.3
 GB2452;SPC KY S     -   523,355.498   502,240.494   MT  1.00003981   +0 00 54.6
 GB2452;SPC KY S     - 1,717,042.16  1,647,767.35   sFT  1.00003981   +0 00 54.6
 GB2452;UTM  16      - 4,045,021.480   614,123.290   MT  0.99976046   +0 45 33.4
 GB2452
 GB2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2452!SPC TN       -   0.99995549  x   1.00002502  =   0.99998050
 GB2452!SPC KY1Z     -   0.99995549  x   1.00017271  =   1.00012819
 GB2452!SPC KY S     -   0.99995549  x   1.00003981  =   0.99999529
 GB2452!UTM  16      -   0.99995549  x   0.99976046  =   0.99971596
 GB2452
 GB2452:                Primary Azimuth Mark                     Grid Az
 GB2452:SPC TN       -  MILES AZ MK                              022 55 17.2
 GB2452:SPC KY1Z     -  MILES AZ MK                              023 04 01.5
 GB2452:SPC KY S     -  MILES AZ MK                              023 04 02.2
 GB2452:UTM  16      -  MILES AZ MK                              022 19 23.4
 GB2452
 GB2452|---------------------------------------------------------------------|
 GB2452| PID    Reference Object                     Distance      Geod. Az  |
 GB2452|                                                           dddmmss.s |
 GB2452| CG6936 MILES AZ MK                                        0230456.8 |
 GB2452| CG6937 MILES RM 1                           25.012 METERS 07242     |
 GB2452| CG6938 MILES RM 2                           24.079 METERS 30851     |
 GB2452|---------------------------------------------------------------------|
 GB2452
 GB2452                          SUPERSEDED SURVEY CONTROL
 GB2452
 GB2452  NAD 83(1995)-  36 32 37.64006(N)    085 43 29.92455(W) AD(       ) 2
 GB2452  NAD 83(1995)-  36 32 37.64815(N)    085 43 29.92834(W) AD(       ) 2
 GB2452  NAD 83(1986)-  36 32 37.64984(N)    085 43 29.92836(W) AD(       ) 2
 GB2452  NAD 27      -  36 32 37.44000(N)    085 43 30.01300(W) AD(       ) 2
 GB2452
 GB2452.Superseded values are not recommended for survey control.
 GB2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2452.See file dsdata.txt to determine how the superseded data were derived.
 GB2452
 GB2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1412345021(NAD 83)
 GB2452_MARKER: DS = TRIANGULATION STATION DISK
 GB2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2452
 GB2452  HISTORY     - Date     Condition        Report By
 GB2452  HISTORY     - 1950     MONUMENTED       CGS
 GB2452
 GB2452                          STATION DESCRIPTION
 GB2452
 GB2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2452'STATION IS LOCATED ABOUT 12 MILES WEST OF CELINA AND 11 MILES SOUTH
 GB2452'OF TOMPLINSVILLE ON THE HIGHEST POINT OF A SMALL KNOLL.  IT IS 24
 GB2452'FEET WEST OF A TRIANGULAR BLAZED OAK TREE AND 7 FEET SOUTH OF A WHITE
 GB2452'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GB2452'STAMPED MILES 1950.
 GB2452'
 GB2452'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GB2452'MILES NO 1 1950.
 GB2452'
 GB2452'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GB2452'MILES NO 2 1950.
 GB2452'
 GB2452'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHEAST OF STATION, 22 FEET
 GB2452'NORTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET SOUTHWEST OF A
 GB2452'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GB2452'STAMPED MILES 1950.
 GB2452'
 GB2452'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 163 AND 63 IN
 GB2452'TOMPKINSVILLE, GO SOUTHEAST ON HIGHWAY 163 FOR 0.5 MILES TO THE
 GB2452'KENTUCKY - TENNESSEE STATE LINE, CONTINUE AHEAD ON STATE HIGHWAY 51
 GB2452'FOR 1.9 MILES TO THE JUNCTION OF STATE HIGHWAY 52, TURN RIGHT ON
 GB2452'HIGHWAY 52 AND GO WEST FOR 6.8 MILES TO A T GRAVEL ROAD LEFT JUST
 GB2452'ACROSS A BRIDGE, TURN LEFT ON GRAVEL ROAD AND GO 0.85 MILE TO THE
 GB2452'AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD FOR ABOUT 100 FEET
 GB2452'TO A WOODS ROAD RIGHT, TURN RIGHT ON WOODS ROAD AND GO ON MAIN
 GB2452'TRACK ROAD FOR 0.2 MILE TO THE TOP OF A SMALL GRADE.  FROM HERE
 GB2452'PACK UP DIM TRAIL TO THE RIGHT FOR ABOUT 100 YARDS TO THE TOP OF
 GB2452'SMALL KNOLL AND STATION AS DESCRIBED.
 GB2452'
 GB2452'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0732 ***********************************************************************
 GC0732  DESIGNATION -  MILL
 GC0732  PID         -  GC0732
 GC0732  STATE/COUNTY-  TN/DAVIDSON
 GC0732  USGS QUAD   -  ANTIOCH (1983)
 GC0732
 GC0732                         *CURRENT SURVEY CONTROL
 GC0732  ___________________________________________________________________
 GC0732* NAD 83(1995)-  36 03 55.24467(N)    086 41 10.47647(W)     ADJUSTED  
 GC0732* NAVD 88     -       188.338  (meters)     617.91   (feet)  ADJUSTED  
 GC0732  ___________________________________________________________________
 GC0732  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GC0732  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0732  DYNAMIC HT  -         188.175 (meters)     617.37  (feet)  COMP
 GC0732  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC0732
 GC0732  HORZ ORDER  -  SECOND
 GC0732  VERT ORDER  -  SECOND    CLASS 0
 GC0732
 GC0732.The horizontal coordinates were established by classical geodetic methods
 GC0732.and adjusted by the National Geodetic Survey in April 1999..
 GC0732
 GC0732.The orthometric height was determined by differential leveling
 GC0732.and adjusted by the National Geodetic Survey in June 1991..
 GC0732
 GC0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0732
 GC0732.The geoid height was determined by GEOID03.
 GC0732
 GC0732.The dynamic height is computed by dividing the NAVD 88
 GC0732.geopotential number by the normal gravity value computed on the
 GC0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0732.degrees latitude (g = 980.6199 gals.).
 GC0732
 GC0732.The modeled gravity was interpolated from observed gravity values.
 GC0732
 GC0732;                    North         East     Units Scale Factor Converg.
 GC0732;SPC TN       -   192,382.591   538,180.039   MT  0.99995652   -0 24 06.3
 GC0732;SPC TN       -   631,175.22  1,765,679.01   sFT  0.99995652   -0 24 06.3
 GC0732;UTM  16      - 3,991,241.835   528,254.827   MT  0.99960984   +0 11 05.0
 GC0732
 GC0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0732!SPC TN       -   0.99997501  x   0.99995652  =   0.99993153
 GC0732!UTM  16      -   0.99997501  x   0.99960984  =   0.99958486
 GC0732
 GC0732:                Primary Azimuth Mark                     Grid Az
 GC0732:SPC TN       -  NASHVILLE CENTRAL ST HOSP TANK           012 02 33.9
 GC0732:UTM  16      -  NASHVILLE CENTRAL ST HOSP TANK           011 27 22.6
 GC0732
 GC0732|---------------------------------------------------------------------|
 GC0732| PID    Reference Object                     Distance      Geod. Az  |
 GC0732|                                                           dddmmss.s |
 GC0732| GC2218 NASHVILLE CENTRAL ST HOSP TANK      APPROX. 4.2 KM 0113827.6 |
 GC0732| GC2219 NASHVILLE ST HOSP NEW TANK          APPROX. 4.2 KM 0114026.4 |
 GC0732| GC0733 MILL RM 1                            11.297 METERS 13945     |
 GC0732| GC0731 MILL RM 2                            10.134 METERS 32632     |
 GC0732|---------------------------------------------------------------------|
 GC0732
 GC0732                          SUPERSEDED SURVEY CONTROL
 GC0732
 GC0732  NAD 83(1995)-  36 03 55.24727(N)    086 41 10.47867(W) AD(       ) 2
 GC0732  NAD 83(1995)-  36 03 55.24886(N)    086 41 10.47786(W) AD(       ) 2
 GC0732  NAD 83(1986)-  36 03 55.25456(N)    086 41 10.47925(W) AD(       ) 2
 GC0732  NAD 27      -  36 03 55.04420(N)    086 41 10.48720(W) AD(       ) 2
 GC0732  NGVD 29 (??/??/92)  188.361  (m)          617.98   (f) ADJ UNCH    2 0
 GC0732
 GC0732.Superseded values are not recommended for survey control.
 GC0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0732.See file dsdata.txt to determine how the superseded data were derived.
 GC0732
 GC0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2825591242(NAD 83)
 GC0732_MARKER: DS = TRIANGULATION STATION DISK
 GC0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0732_STAMPING: MILL 1960
 GC0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0732+STABILITY: SURFACE MOTION
 GC0732
 GC0732  HISTORY     - Date     Condition        Report By
 GC0732  HISTORY     - 1960     MONUMENTED       CGS
 GC0732  HISTORY     - 1960     GOOD             CGS
 GC0732
 GC0732                          STATION DESCRIPTION
 GC0732
 GC0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0732'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL HILL, ABOUT 5.5 MILES
 GC0732'SOUTHEAST OF THE BUSINESS CENTER OF NASHVILLE, 1.0 MILE NORTHWEST
 GC0732'OF ANTIOCH, 100 YARDS SOUTH OF THE INTERSTATE HIGHWAY AND ON PROPERTY
 GC0732'OWNED BY MRS. LENNIS WALTON.
 GC0732'
 GC0732'TO REACH THE STATION FROM THE POST OFFICE IN ANTIOCH, GO SOUTHEAST ON
 GC0732'ANTIOCH PIKE FOR 0.1 MILE TO CAIN RIDGE ROAD, TURN RIGHT,
 GC0732'SOUTHEAST, AND FOLLOW CAIN RIDGE ROAD FOR 1.25 MILES TO OLD HICKORY
 GC0732'BLVD., TURN RIGHT, SOUTH, ON OLD HICKORY BLVD. FOR 0.2 MILE TO THE
 GC0732'INTERSTATE HIGHWAY, WHICH IS NOW UNDER CONSTRUCTION, TURN RIGHT,
 GC0732'WEST, FOR 2.0 MILES TO THE STATION ON THE LEFT.
 GC0732'
 GC0732'STATION MARK IS 51 FEET EAST OF A POWERLINE POLE, 40 FEET SOUTH OF
 GC0732'THE CENTER OF A GRAVELED ROAD AND 5.3 FEET EAST OF A WITNESS SIGN.
 GC0732'THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH PIPE, SET
 GC0732'IN CONCRETE, PROJECTS 5 INCHES, AND IS STAMPED MILL 1959.
 GC0732'
 GC0732'REFERENCE MARK NO. 1 IS 41 FEET SOUTH OF THE CENTER OF THE GRAVELED
 GC0732'ROAD.  THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON
 GC0732'PIPE, SET IN CONCRETE, PROJECTS 3 INCHES, AND IS STAMPED MILL NO 1
 GC0732'1959.
 GC0732'
 GC0732'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF THE CENTER OF THE GRAVELED
 GC0732'ROAD AND 18 FEET EAST OF A POWERLINE POLE.  THE MARK IS A STANDARD
 GC0732'DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE, SET IN CONCRETE,
 GC0732'PROJECTS 2 INCHES, AND IS STAMPED MILL NO 2 1959.
 GC0732'
 GC0732'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, AS NO SUITABLE
 GC0732'LOCATION COULD BE FOUND.
 GC0732'
 GC0732'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GC0732
 GC0732                          STATION RECOVERY (1960)
 GC0732
 GC0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0732'1.3 MI NW FROM ANTIOCH.
 GC0732'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED ROAD
 GC0732'FOR 0.1 MILE, THEN 1.1 MILES NORTHWEST ON INTERSTATE HIGHWAY 24
 GC0732'TO A SMALL HILL ON THE LEFT.  THE STATION MARK IS 51 FT. EAST OF
 GC0732'A POWER LINE POLE, 40 FT. SOUTH OF THE CENTER OF A GRAVELED ROAD,
 GC0732'AND 5.3 FT. EAST OF A WITNESS SIGN.  THE DISK IS BRAZED TO THE
 GC0732'TOP OF A 2-INCH IRON PIPE, SET IN CONCRETE, AND PROJECTS 5 INCHES,
 GC0732'AND IS ABOUT 65 FT. ABOVE THE LEVEL OF INTERSTATE HIGHWAY 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2091 ***********************************************************************
 FB2091  DESIGNATION -  MILL
 FB2091  PID         -  FB2091
 FB2091  STATE/COUNTY-  TN/KNOX
 FB2091  USGS QUAD   -  KNOXVILLE (1978)
 FB2091
 FB2091                         *CURRENT SURVEY CONTROL
 FB2091  ___________________________________________________________________
 FB2091* NAD 83(1986)-  35 56 52.     (N)    083 59 24.     (W)     SCALED    
 FB2091* NAVD 88     -       311.888  (meters)    1023.25   (feet)  ADJUSTED  
 FB2091  ___________________________________________________________________
 FB2091  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2091  DYNAMIC HT  -         311.598 (meters)    1022.30  (feet)  COMP
 FB2091  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FB2091
 FB2091  VERT ORDER  -  SECOND    CLASS 0
 FB2091
 FB2091.The horizontal coordinates were scaled from a topographic map and have
 FB2091.an estimated accuracy of +/- 6 seconds.
 FB2091
 FB2091.The orthometric height was determined by differential leveling
 FB2091.and adjusted by the National Geodetic Survey in June 1991..
 FB2091
 FB2091.The geoid height was determined by GEOID03.
 FB2091
 FB2091.The dynamic height is computed by dividing the NAVD 88
 FB2091.geopotential number by the normal gravity value computed on the
 FB2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2091.degrees latitude (g = 980.6199 gals.).
 FB2091
 FB2091.The modeled gravity was interpolated from observed gravity values.
 FB2091
 FB2091;                    North         East    Units  Estimated Accuracy
 FB2091;SPC TN       -   180,980.      781,330.      MT  (+/- 180 meters Scaled)
 FB2091
 FB2091                          SUPERSEDED SURVEY CONTROL
 FB2091
 FB2091  NGVD 29 (??/??/92)  312.021  (m)         1023.69   (f) ADJ UNCH    2 0
 FB2091
 FB2091.Superseded values are not recommended for survey control.
 FB2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2091.See file dsdata.txt to determine how the superseded data were derived.
 FB2091
 FB2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV303822(NAD 83)
 FB2091_MARKER: DE = TRAVERSE STATION DISK
 FB2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2091_STAMPING: MILL 1960
 FB2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2091+STABILITY: SURFACE MOTION
 FB2091
 FB2091  HISTORY     - Date     Condition        Report By
 FB2091  HISTORY     - 1960     MONUMENTED       CGS
 FB2091  HISTORY     - 1961     GOOD             NGS
 FB2091
 FB2091                          STATION DESCRIPTION
 FB2091
 FB2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FB2091'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE DOWNTOWN SECTION OF
 FB2091'KNOXVILLE AND ON T.V.A. RIGHT-OF-WAY.
 FB2091'
 FB2091'TO REACH THE STATION FROM THE JUNCTION OF LIBERTY STREET AND
 FB2091'MIDDLEBROOK PIKE, ON THE TRUCK ROUTE IN WESTERN KNOXVILLE, GO SOUTH
 FB2091'ACROSS THE RAILROAD TRACKS, TURN RIGHT, WEST, ON PAPER MILL DRIVE FOR
 FB2091'1.8 MILES TO FOREST HEIGHTS DRIVE, TURN LEFT, SOUTH, FOR 0.1 MILE
 FB2091'TO THE STATION ON THE LEFT.
 FB2091'
 FB2091'STATION MARK IS 60 FEET EAST OF THE CENTER OF FOREST HEIGHTS DRIVE,
 FB2091'43 FEET SOUTH OF THE SOUTHEAST CORNER OF MR.  DIETRICHS HOUSE,
 FB2091'AND 1.5 FEET WEST OF A WITNESS SIGN.  THE MARK IS A STANDARD DISK SET
 FB2091'IN A CONCRETE POST, SET FLUSH, AND IS STAMPED MILL 1960.
 FB2091'
 FB2091'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF FOREST HEIGHTS
 FB2091'DRIVE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 FB2091'NORTHWEST CORNER OF A 10 FOOT SQUARE FOUNDATION, FOR A WATER PUMP
 FB2091'STATION, AND IS STAMPED MILL NO 1 1960.
 FB2091'
 FB2091'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE CENTER OF FOREST HEIGHTS
 FB2091'DRIVE AND 2 FEET EAST OF A POWERLINE POLE.  THE MARK IS A
 FB2091'STANDARD DISK SET IN CONCRETE POST, SET FLUSH, AND IS STAMPED MILL NO
 FB2091'2 1960.
 FB2091'
 FB2091'TRAVERSE STATION PAPER WILL SERVE AS THE AZIMUTH MARK.  SEE
 FB2091'DESCRIPTION THEREOF.
 FB2091'
 FB2091'HEIGHT OF LIGHT ABOVE STATION MARK 10.2 METERS.
 FB2091
 FB2091                          STATION RECOVERY (1961)
 FB2091
 FB2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FB2091'2.7 MI NE FROM BEARDEN.
 FB2091'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON
 FB2091'PIKE, THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 0.8 MILE EAST ON
 FB2091'PAPERMILL DRIVE, THEN 0.1 MILE SOUTH ON FOREST HEIGHTS DRIVE TO
 FB2091'THE STATION ON THE LEFT.  THE STATION MARK IS 60 FT. EAST OF THE
 FB2091'CENTER OF FOREST HEIGHTS DRIVE, 43 FT. SOUTH OF THE SOUTHEAST
 FB2091'CORNER OF MR. DEITRICHS HOUSE, AND 1.5 FT. WEST OF A WITNESS
 FB2091'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FB2091'GROUND AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0989 ***********************************************************************
 FD0989  DESIGNATION -  MILL
 FD0989  PID         -  FD0989
 FD0989  STATE/COUNTY-  TN/WAYNE
 FD0989  USGS QUAD   -  WAYNESBORO (1968)
 FD0989
 FD0989                         *CURRENT SURVEY CONTROL
 FD0989  ___________________________________________________________________
 FD0989* NAD 83(1986)-  35 18 47.     (N)    087 45 47.     (W)     SCALED    
 FD0989* NAVD 88     -       230.218  (meters)     755.31   (feet)  ADJUSTED  
 FD0989  ___________________________________________________________________
 FD0989  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0989  DYNAMIC HT  -         230.001 (meters)     754.59  (feet)  COMP
 FD0989  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FD0989
 FD0989  VERT ORDER  -  SECOND    CLASS 0
 FD0989
 FD0989.The horizontal coordinates were scaled from a topographic map and have
 FD0989.an estimated accuracy of +/- 6 seconds.
 FD0989
 FD0989.The orthometric height was determined by differential leveling
 FD0989.and adjusted by the National Geodetic Survey in June 1991..
 FD0989
 FD0989.The geoid height was determined by GEOID03.
 FD0989
 FD0989.The dynamic height is computed by dividing the NAVD 88
 FD0989.geopotential number by the normal gravity value computed on the
 FD0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0989.degrees latitude (g = 980.6199 gals.).
 FD0989
 FD0989.The modeled gravity was interpolated from observed gravity values.
 FD0989
 FD0989;                    North         East    Units  Estimated Accuracy
 FD0989;SPC TN       -   110,140.      439,680.      MT  (+/- 180 meters Scaled)
 FD0989
 FD0989                          SUPERSEDED SURVEY CONTROL
 FD0989
 FD0989  NGVD 29 (??/??/92)  230.192  (m)          755.22   (f) ADJ UNCH    2 0
 FD0989
 FD0989.Superseded values are not recommended for survey control.
 FD0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0989.See file dsdata.txt to determine how the superseded data were derived.
 FD0989
 FD0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE306080(NAD 83)
 FD0989_MARKER: DD = SURVEY DISK
 FD0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0989_STAMPING: MILL 1962
 FD0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0989+STABILITY: SURFACE MOTION
 FD0989
 FD0989  HISTORY     - Date     Condition        Report By
 FD0989  HISTORY     - 1962     MONUMENTED       TNHD
 FD0989
 FD0989                          STATION DESCRIPTION
 FD0989
 FD0989'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0989'AT WAYNESBORO.
 FD0989'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO SOUTH ON
 FD0989'STATE ROUTE 13 0.4 MILE TO THE SCHOOL AND THE STATION ON THE
 FD0989'LEFT.  THE STATION MARK IS 41 FEET NORTH OF THE CENTERLINE OF
 FD0989'STATE ROUTE 13, 35 FEET EAST OF THE CENTERLINE OF A PAVED
 FD0989'DRIVEWAY TO THE SCHOOL, 20 FEET NORTH OF AN 18-INCH MAPLE TREE
 FD0989'AND 1.6 FEET WEST OF A WITNESS POST.  THE STATION MARK IS A
 FD0989'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0989'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0622 ***********************************************************************
 FC0622  DESIGNATION -  MILL
 FC0622  PID         -  FC0622
 FC0622  STATE/COUNTY-  TN/BRADLEY
 FC0622  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0622
 FC0622                         *CURRENT SURVEY CONTROL
 FC0622  ___________________________________________________________________
 FC0622* NAD 83(1995)-  35 09 03.92749(N)    084 57 21.67232(W)     ADJUSTED  
 FC0622* NAVD 88     -       306.265  (meters)    1004.80   (feet)  ADJUSTED  
 FC0622  ___________________________________________________________________
 FC0622  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FC0622  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0622  DYNAMIC HT  -         305.961 (meters)    1003.81  (feet)  COMP
 FC0622  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC0622
 FC0622  HORZ ORDER  -  SECOND
 FC0622  VERT ORDER  -  SECOND    CLASS 0
 FC0622
 FC0622.The horizontal coordinates were established by classical geodetic methods
 FC0622.and adjusted by the National Geodetic Survey in April 1999..
 FC0622
 FC0622.The orthometric height was determined by differential leveling
 FC0622.and adjusted by the National Geodetic Survey in June 1991..
 FC0622
 FC0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0622
 FC0622.The geoid height was determined by GEOID03.
 FC0622
 FC0622.The dynamic height is computed by dividing the NAVD 88
 FC0622.geopotential number by the normal gravity value computed on the
 FC0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0622.degrees latitude (g = 980.6199 gals.).
 FC0622
 FC0622.The modeled gravity was interpolated from observed gravity values.
 FC0622
 FC0622;                    North         East     Units Scale Factor Converg.
 FC0622;SPC TN       -    91,238.433   695,127.498   MT  1.00001893   +0 36 40.3
 FC0622;SPC TN       -   299,338.09  2,280,597.47   sFT  1.00001893   +0 36 40.3
 FC0622;UTM  16      - 3,891,711.195   686,186.477   MT  1.00002724   +1 10 37.7
 FC0622
 FC0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0622!SPC TN       -   0.99995665  x   1.00001893  =   0.99997558
 FC0622!UTM  16      -   0.99995665  x   1.00002724  =   0.99998389
 FC0622
 FC0622:                Primary Azimuth Mark                     Grid Az
 FC0622:SPC TN       -  CLEVELAND RADIO STA WCLE MAST            053 57 32.5
 FC0622:UTM  16      -  CLEVELAND RADIO STA WCLE MAST            053 23 35.1
 FC0622
 FC0622|---------------------------------------------------------------------|
 FC0622| PID    Reference Object                     Distance      Geod. Az  |
 FC0622|                                                           dddmmss.s |
 FC0622| FC1798 CLEVELAND RADIO STA WCLE MAST       APPROX. 8.7 KM 0543412.8 |
 FC0622| FC1797 CLEVELAND RADIO STA WBAC MAST       APPROX. 7.5 KM 0694654.4 |
 FC0622| FC0623 MILL RM 1                            25.117 METERS 20125     |
 FC0622| FC1840 BUNCOMBE PK PLANTATION PL TWR       APPROX. 6.2 KM 2684031.5 |
 FC0622| FC0625 MILL AZ MK                                         2691019.8 |
 FC0622| FC0621 MILL RM 2                            14.144 METERS 33409     |
 FC0622|---------------------------------------------------------------------|
 FC0622
 FC0622                          SUPERSEDED SURVEY CONTROL
 FC0622
 FC0622  NAD 83(1995)-  35 09 03.92894(N)    084 57 21.67302(W) AD(       ) 2
 FC0622  NAD 83(1995)-  35 09 03.92836(N)    084 57 21.67404(W) AD(       ) 2
 FC0622  NAD 83(1995)-  35 09 03.92879(N)    084 57 21.67268(W) AD(       ) 2
 FC0622  NAD 83(1986)-  35 09 03.93017(N)    084 57 21.67064(W) AD(       ) 2
 FC0622  NAD 27      -  35 09 03.66530(N)    084 57 21.85420(W) AD(       ) 2
 FC0622  NGVD 29 (??/??/92)  306.284  (m)         1004.87   (f) ADJ UNCH    2 0
 FC0622
 FC0622.Superseded values are not recommended for survey control.
 FC0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0622.See file dsdata.txt to determine how the superseded data were derived.
 FC0622
 FC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8618691711(NAD 83)
 FC0622_MARKER: DE = TRAVERSE STATION DISK
 FC0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0622_STAMPING: MILL 1961
 FC0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0622+STABILITY: SURFACE MOTION
 FC0622
 FC0622  HISTORY     - Date     Condition        Report By
 FC0622  HISTORY     - 1961     MONUMENTED       CGS
 FC0622  HISTORY     - 1967     GOOD             CGS
 FC0622  HISTORY     - 1967     GOOD             NGS
 FC0622
 FC0622                          STATION DESCRIPTION
 FC0622
 FC0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0622'THE STATION IS LOCATED ABOUT 5 MILES WEST OF CLEVELAND ON A HIGH,
 FC0622'WOODED, NORTH-SOUTH RIDGE AND IS ON THE PROPERTY OF THE HIAWASSEE
 FC0622'LAND COMPANY.
 FC0622'
 FC0622'TO REACH THE STATION FROM THE POST OFFICE IN MCDONALD, GO NORTHEAST
 FC0622'ON U.S. HIGHWAY 11 FOR 4.75 MILES TO A GRAVELED ROAD LEFT AND A
 FC0622'STOCK CAR RACE TRACK IN THE NORTHWEST ANGLE. HERE TURN LEFT AND GO
 FC0622'NORTH AND WEST ON A GRAVELED ROAD FOR 0.6 MILE TO A CROSSROAD AND
 FC0622'THE PLEASANT GROVE METHODIST CHURCH ON THE LEFT. CONTINUE WESTERLY ON
 FC0622'THE GRAVELED ROAD FOR 1.8 MILES TO THE SUMMIT OF A HIGH NORTH-SOUTH
 FC0622'RIDGE AND A TRACK CROSSROAD, TURN LEFT AND GO SOUTHERLY ALONG THE TOP
 FC0622'OF THE RIDGE ON THE TRACK ROAD FOR 0.25 MILE TO THE STATION ON THE
 FC0622'LEFT.
 FC0622'
 FC0622'THE STATION IS 8 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK
 FC0622'ROAD AND 2.5 FEET WEST OF A METAL WITNESS POST. IT IS A STANDARD
 FC0622'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE
 FC0622'DISK IS STAMPED MILL 1961.
 FC0622'
 FC0622'REFERENCE MARK NO. 1 IS 8 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0622'TRACK ROAD, 5.5 FEET NORTH OF A 12-INCH PINE TREE AND ABOUT 2
 FC0622'FEET BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN
 FC0622'A CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND THE
 FC0622'DISK IS STAMPED MILL NO 1 1961.
 FC0622'
 FC0622'REFERENCE MARK NO. 2 IS 17 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0622'TRACK ROAD, 9.5 FEET EAST OF A TRIANGULAR BLAZED, 12-INCH, BURR OAK
 FC0622'TREE, AND ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION. IT IS A
 FC0622'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 FC0622'INCHES AND THE DISK IS STAMPED MILL NO 2 1961.
 FC0622'
 FC0622'THE AZIMUTH MARK IS IN A FARM YARD ON PROPERTY OWNED BY EDGAR G.
 FC0622'SHIPMAN, ABOUT 0.6 MILE WEST OF THE STATION. IT IS 63 FEET SOUTH OF
 FC0622'THE SOUTHWEST CORNER OF A LOG HOUSE, 54 FEET SOUTH OF THE SOUTHEAST
 FC0622'CORNER OF A LOG HOUSE, 13 FEET WEST OF THE APPROXIMATE CENTER OF A
 FC0622'DRIVEWAY, AND 11.5 FEET NORTH OF A 16-INCH WHITE OAK TREE. IT IS A
 FC0622'STANDARD DISK SET IN A FLUSH CONCRETE MONUMENT AND THE DISK IS
 FC0622'STAMPED MILL 1961.
 FC0622'
 FC0622'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE GRAVELED ROAD
 FC0622'AND THE TRACK CROSSROAD NORTH OF THE STATION, CONTINUE WESTERLY
 FC0622'ON THE GRAVELED ROAD FOR 0.1 MILE TO A ROAD RIGHT AT A REVERSE Y.
 FC0622'HERE CONTINUE LEFT, SOUTH AND WEST, ON THE GRAVELED ROAD FOR 0.8
 FC0622'MILE TO A FARM DRIVEWAY ON THE RIGHT LEADING INTO A RED LOG HOUSE,
 FC0622'TURN RIGHT ON THIS DRIVEWAY AND GO APPROXIMATELY 125 YARDS TO
 FC0622'THE MARK ON THE LEFT.
 FC0622'
 FC0622'ALL OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 FC0622
 FC0622                          STATION RECOVERY (1967)
 FC0622
 FC0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAZ)
 FC0622'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FC0622'CONDITION. HOWEVER, DUE TO HIGHWAY CONSTRUCTION, THE ORIGINAL
 FC0622'STATION TO-REACH IS NO LONGER POSSIBLE TO USE.
 FC0622'
 FC0622'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0622'
 FC0622'THE STATION IS LOCATED ABOUT 5 MILES WEST OF CLEVELAND, ON A HIGH,
 FC0622'WOODED, NORTH-SOUTH RIDGE AND IS ON THE PROPERTY OF THE
 FC0622'HIAWASSEE LAND COMPANY.
 FC0622'
 FC0622'TO REACH THE STATION FROM THE POST OFFICE IN MCDONALD, GO
 FC0622'SOUTHWESTERLY ON U.S. HIGHWAY 11 FOR 1.1 MILES TO A ROADSIDE PARK
 FC0622'ON THE LEFT AND COUNTY ROAD S 4421 (2) ON THE RIGHT. HERE TURN RIGHT
 FC0622'AND GO NORTHERLY ON OILED ROAD FOR 1.0 MILE TO THE INTERSTATE
 FC0622'ROUTE 24 OVERPASS, CONTINUE NORTHERLY FOR 0.25 MILE TO A GRAVELED
 FC0622'ROAD RIGHT. HERE TURN RIGHT ON THIS GRAVELED ROAD AND GO EAST AND
 FC0622'NORTH FOR 0.8 MILE TO THE INTERSECTION OF AN OILED ROAD WHERE IT
 FC0622'CURVES RIGHT, HERE TURN RIGHT ON THE OILED ROAD AND GO EASTERLY FOR
 FC0622'0.25 MILE TO A FARM DRIVE ON THE LEFT AND THE AZIMUTH MARK ABOUT 125
 FC0622'YARDS NORTH.  CONTINUE EASTERLY AND NORTH ON THE OILED
 FC0622'ROAD FOR 0.85 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT ON THE
 FC0622'GRAVELED ROAD AND GO EAST FOR 0.1 MILE TO A ROAD CUT AND A 14-INCH,
 FC0622'TRIANGLE BLAZED OAK TREE ON THE RIGHT AND END OF TRUCK TRAVEL. FROM
 FC0622'THIS POINT PACK SOUTHERLY ALONG AN OLD TRACK ROAD ALONG THE TOP OF
 FC0622'THE RIDGE FOR ABOUT 0.25 MILE TO THE STATION. THIS IS
 FC0622'ABOUT A 5 MINUTE PACK.
 FC0622'
 FC0622'THE STATION IS 8 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK
 FC0622'ROAD AND 2.5 FEET WEST OF A METAL WITNESS POST AND SIGN. IT IS A
 FC0622'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE MONUMENT
 FC0622'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED MILL 1961.
 FC0622'
 FC0622'REFERENCE MARK NO. 1 IS 8 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0622'TRACK ROAD, 5.5 FEET NORTH OF A 12-INCH PINE TREE AND ABOUT 2 FEET
 FC0622'BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD DISK SET IN THE
 FC0622'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 FC0622'INCHES AND THE DISK IS STAMPED MILL NO 1 1961.
 FC0622'
 FC0622'REFERENCE MARK NO. 2 IS 17 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FC0622'TRACK ROAD, 9.5 FEET EAST OF A TRIANGLE BLAZED, 12 INCH, BURR OAK
 FC0622'TREE, AND ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION. IT IS A
 FC0622'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FC0622'MONUMENT THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED MILL NO
 FC0622'2 1961.
 FC0622'
 FC0622'THE AZIMUTH MARK IS IN A FARM YARD ON PROPERTY OWNED BY EDGAR G.
 FC0622'SHIPMAN ABOUT 0.6 MILE WEST OF THE STATION. IT IS 63 FEET SOUTH OF
 FC0622'THE SOUTHWEST CORNER OF A LOG HOUSE, 54 FEET SOUTH OF THE SOUTHEAST
 FC0622'CORNER OF THE LOG HOUSE, 13 FEET WEST OF THE APPROXIMATE CENTER OF A
 FC0622'GRAVELED DRIVEWAY, AND 6.0 FEET EAST OF A METAL WITNESS POST AND SIGN
 FC0622'IN FENCE. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FC0622'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MILL 1961.
 FC0622'
 FC0622'THIS WAS NOT AN OCCUPIED STATION.
 FC0622'
 FC0622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 5 MILES WEST
 FC0622'OF CLEVELAND.
 FC0622
 FC0622                          STATION RECOVERY (1967)
 FC0622
 FC0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0622'5 MI W FROM CLEVELAND.
 FC0622'TO REACH FROM THE POST OFFICE IN MC DONALD, GO SOUTHWESTERY ON
 FC0622'U.S. HIGHWAY 11 FOR 1.1 MILES TO A ROADSIDE PARK ON THE LEFT
 FC0622'AND COUNTY ROAD S 4421(2) ON THE RIGHT, THENCE NORTHERLY ON AN
 FC0622'OILED ROAD FOR 1.25 MILES TO A GRAVELED ROAD RIGHT, THENCE RIGHT,
 FC0622'EAST AND NORTH ALONG THE GRAVELED ROAD FOR 0.8 MILE TO THE
 FC0622'INTERSECTION OF AN OILED ROAD AT CURVE, THENCE RIGHT, EAST AND
 FC0622'NORTH ALONG THE OILED ROAD FOR 1.1 MILES TO A GRAVELED ROAD
 FC0622'RIGHT, THENCE RIGHT, EAST ALONG THE GRAVELED ROAD TO TOP OF RIDGE
 FC0622'AT ROAD CUT AND A 14-INCH, TRIANGLE BLAZED OAK TREE ON THE
 FC0622'RIGHT, THENCE SOUTHERLY ALONG AN OLD TRACK ROAD ON TOP OF A
 FC0622'NORTH-SOUTH RIDGE FOR ABOUT 0.25 MILE TO THE MARK AS DESCRIBED.
 FC0622'IT IS 8 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 FC0622'AND 2.5 FEET WEST OF A METAL WITNESS POST AND SIGN.  A STANDARD
 FC0622'TRAVERESE STATION DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 FC0622'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FC0622'MILL 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0379 ***********************************************************************
 FF0379  DESIGNATION -  MILL
 FF0379  PID         -  FF0379
 FF0379  STATE/COUNTY-  TN/SHELBY
 FF0379  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0379
 FF0379                         *CURRENT SURVEY CONTROL
 FF0379  ___________________________________________________________________
 FF0379* NAD 83(1995)-  35 02 15.35478(N)    090 00 27.92265(W)     ADJUSTED  
 FF0379* NAVD 88     -        92.635  (meters)     303.92   (feet)  ADJUSTED  
 FF0379  ___________________________________________________________________
 FF0379  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FF0379  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0379  DYNAMIC HT  -          92.550 (meters)     303.64  (feet)  COMP
 FF0379  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FF0379
 FF0379  HORZ ORDER  -  THIRD
 FF0379  VERT ORDER  -  SECOND    CLASS 0
 FF0379
 FF0379.The horizontal coordinates were established by classical geodetic methods
 FF0379.and adjusted by the National Geodetic Survey in April 1999..
 FF0379
 FF0379.The orthometric height was determined by differential leveling
 FF0379.and adjusted by the National Geodetic Survey in June 1991..
 FF0379
 FF0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0379
 FF0379.The geoid height was determined by GEOID03.
 FF0379
 FF0379.The dynamic height is computed by dividing the NAVD 88
 FF0379.geopotential number by the normal gravity value computed on the
 FF0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0379.degrees latitude (g = 980.6199 gals.).
 FF0379
 FF0379.The modeled gravity was interpolated from observed gravity values.
 FF0379
 FF0379;                    North         East     Units Scale Factor Converg.
 FF0379;SPC TN       -    85,626.526   234,392.710   MT  1.00004427   -2 20 46.7
 FF0379;SPC TN       -   280,926.36    769,003.42   sFT  1.00004427   -2 20 46.7
 FF0379;SPC MS W     -   614,092.596   729,706.300   MT  0.99996087   +0 11 12.9
 FF0379;SPC MS W     - 2,014,735.46  2,394,044.75   sFT  0.99996087   +0 11 12.9
 FF0379;UTM  15      - 3,881,306.939   772,964.859   MT  1.00051840   +1 43 08.2
 FF0379;UTM  16      - 3,881,349.531   225,619.574   MT  1.00052795   -1 43 40.3
 FF0379
 FF0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0379!SPC TN       -   0.99998975  x   1.00004427  =   1.00003402
 FF0379!SPC MS W     -   0.99998975  x   0.99996087  =   0.99995062
 FF0379!UTM  15      -   0.99998975  x   1.00051840  =   1.00050815
 FF0379!UTM  16      -   0.99998975  x   1.00052795  =   1.00051770
 FF0379
 FF0379|---------------------------------------------------------------------|
 FF0379| PID    Reference Object                     Distance      Geod. Az  |
 FF0379|                                                           dddmmss.s |
 FF0379| FF0380 MILL RM 1                            26.180 METERS 02930     |
 FF0379| FF0378 MILL RM 2                            34.931 METERS 17120     |
 FF0379| FF0374 BROOKS                              APPROX. 2.7 KM 3335325.3 |
 FF0379|---------------------------------------------------------------------|
 FF0379
 FF0379                          SUPERSEDED SURVEY CONTROL
 FF0379
 FF0379  NAD 83(1995)-  35 02 15.35646(N)    090 00 27.92278(W) AD(       ) 3
 FF0379  NAD 83(1995)-  35 02 15.36004(N)    090 00 27.92392(W) AD(       ) 3
 FF0379  NAD 83(1986)-  35 02 15.36469(N)    090 00 27.92370(W) AD(       ) 3
 FF0379  NAD 27      -  35 02 15.03840(N)    090 00 27.59730(W) AD(       ) 3
 FF0379  NGVD 29 (??/??/??)   92.602  (m)          303.81   (f) ADJUSTED    2 0
 FF0379
 FF0379.Superseded values are not recommended for survey control.
 FF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0379.See file dsdata.txt to determine how the superseded data were derived.
 FF0379
 FF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7296581307(NAD 83)
 FF0379_MARKER: DE = TRAVERSE STATION DISK
 FF0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0379_STAMPING: MILL 1959
 FF0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0379+STABILITY: SURFACE MOTION
 FF0379
 FF0379  HISTORY     - Date     Condition        Report By
 FF0379  HISTORY     - 1959     MONUMENTED       CGS
 FF0379  HISTORY     - 1959     GOOD             CGS
 FF0379  HISTORY     - 1971     MARK NOT FOUND   NGS
 FF0379  HISTORY     - 1982     MARK NOT FOUND   NGS
 FF0379  HISTORY     - 19920116 MARK NOT FOUND   NGS
 FF0379
 FF0379                          STATION DESCRIPTION
 FF0379
 FF0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0379'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF WHITEHAVEN,
 FF0379'0.15 MILE NORTH OF THE INTERSECTION OF RAINES ROAD AND MILL
 FF0379'BRANCH ROAD, 80 FEET WEST OF THE APPROXIMATE CENTER OF MILL
 FF0379'BRANCH ROAD AND 12 FEET WEST OF A SMALL CUT BANK.
 FF0379'
 FF0379'TO REACH THE STATION FROM THE POST OFFICE IN WHITEHAVEN,
 FF0379'GO EAST ON SHELBY DRIVE FOR 1.0 MILE TO A CROSSROAD.  TURN
 FF0379'LEFT, NORTH, ONTO MILL BRANCH ROAD AND GO 1.0 MILE TO THE
 FF0379'INTERSECTION OF RAINES ROAD.  CONTINUE AHEAD FOR 0.15 MILE
 FF0379'TO THE STATION ON THE LEFT, WEST, SIDE OF THE ROAD.
 FF0379'
 FF0379'THE STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED
 FF0379'MILL 1959, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0379'MONUMENT THAT IS FLUSH WITH THE GROUND.
 FF0379'
 FF0379'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION
 FF0379'DISK STAMPED MILL 1959 AND IS SET ABOUT 30 INCHES BELOW THE
 FF0379'SURFACE OF THE GROUND.
 FF0379'
 FF0379'REFERENCE MARK 1, A STANDARD DISK STAMPED MILL NO 1 1959,
 FF0379'IS SET IN A DRILL HOLE IN THE WEST CURB ALONG MILL BRANCH
 FF0379'ROAD.  IT IS ABOUT 8 FEET LOWER IN ELEVATION THAN THE STATION
 FF0379'MARK.
 FF0379'
 FF0379'REFERENCE MARK 2, A STANDARD DISK STAMPED MILL NO 2 1959,
 FF0379'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FF0379'THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 70 FEET
 FF0379'WEST OF THE APPROXIMATE CENTER OF MILL BRANCH ROAD AND 4 FEET
 FF0379'WEST OF A CUTBANK.
 FF0379'
 FF0379'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK, A STANDARD
 FF0379'DISK STAMPED MILL 1959.  IT IS SET IN THE TOP OF A 10-INCH
 FF0379'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE
 FF0379'THE GROUND.  IT IS ABOUT 0.1 MILE SOUTH OF RAINES ROAD, 155
 FF0379'FEET SOUTH-SOUTHWEST OF THE WEST ONE OF FOUR POWER LINE
 FF0379'POLES, 2 FEET NORTH OF AN EAST-WEST FENCE LINE, AND 2 FEET
 FF0379'WEST OF A WITNESS SIGN.
 FF0379'
 FF0379'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR
 FF0379'0.15 MILE TO RAINES ROAD.  TURN LEFT, ONTO RAINES ROAD AND
 FF0379'GO 0.3 MILE TO A POWER LINE CROSSING.  PACK SOUTH ACROSS
 FF0379'A PASTURE FOR 0.1 MILE TO THE MARK AS DESCRIBED.
 FF0379
 FF0379                          STATION RECOVERY (1959)
 FF0379
 FF0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0379'AT WHITEHAVEN.
 FF0379'TO REACH THE STATION FROM THE POST OFFICE IN WHITEHAVEN, GO EAST
 FF0379'ON SHELBY DRIVE FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT, NORTH,
 FF0379'ONTO MILL BRANCH ROAD AND GO 1.0 MILE TO THE INTERSECTION OF
 FF0379'RAINES ROAD.  CONTINUE AHEAD FOR 0.15 MILE TO THE STATION ON THE
 FF0379'LEFT, WEST, SIDE OF ROAD.  IT IS LOCATED ABOUT 1.5 MILES NORTHEAST
 FF0379'OF WHITEHAVEN, 0.15 MILE NORTH OF THE INTERSECTION OF RAINES ROAD
 FF0379'AND MILL BRANCH ROAD, 80 FEET WEST OF THE APPROXIMATE CENTER
 FF0379'OF MILL BRANCH ROAD AND 12 FEET WEST OF A SMALL CUT BANK.  THE
 FF0379'DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FF0379'THAT IS FLUSH WITH THE GROUND.  IT IS APPROXIMATELY 0.8 MILE
 FF0379'SOUTH OF E 215.
 FF0379
 FF0379                          STATION RECOVERY (1971)
 FF0379
 FF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 FF0379'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK 1
 FF0379'WAS LOCATED AS DESCRIBED.  REFERENCE MARK
 FF0379'2 WAS ALSO SEARCHED FOR WITH NO RESULT.  THE AZIMUTH MARK COULD
 FF0379'NOT BE LOCATED EITHER BUT THIS IS DUE TO THE OUTDATED
 FF0379'DESCRIPTION.  THE STATION MARK AND REFERENCE MARK 2 WERE LOCATED
 FF0379'HIGH ON A BANK WHERE HOUSES HAVE BEEN BUILT AND HAVE EITHER
 FF0379'BEEN DESTROYED OR COVERED.
 FF0379'
 FF0379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FF0379'ABOUT 1.5 MILES NORTHEAST OF WHITE HAVEN.
 FF0379
 FF0379                          STATION RECOVERY (1982)
 FF0379
 FF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 FF0379'STATION, RM 2, AND AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.  RM 2
 FF0379'RECOVERED AS DESCRIBED.
 FF0379'
 FF0379'THIS STATION WAS ALSO SEARCHED FOR BUT NOT FOUND IN 1971.
 FF0379'
 FF0379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 FF0379'NORTHEAST OF WHITEHAVEN.
 FF0379
 FF0379                          STATION RECOVERY (1992)
 FF0379
 FF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FF0379'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2467 ***********************************************************************
 FE2467  DESIGNATION -  MILL
 FE2467  PID         -  FE2467
 FE2467  STATE/COUNTY-  TN/HARDEMAN
 FE2467  USGS QUAD   -  BOLIVAR WEST (1981)
 FE2467
 FE2467                         *CURRENT SURVEY CONTROL
 FE2467  ___________________________________________________________________
 FE2467* NAD 83(1995)-  35 20 40.58980(N)    089 07 21.46635(W)     ADJUSTED  
 FE2467* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 FE2467  ___________________________________________________________________
 FE2467  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 FE2467  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FE2467
 FE2467  HORZ ORDER  -  SECOND
 FE2467
 FE2467.The horizontal coordinates were established by classical geodetic methods
 FE2467.and adjusted by the National Geodetic Survey in April 1999..
 FE2467
 FE2467.The orthometric height was scaled from a topographic map.
 FE2467
 FE2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2467
 FE2467.The geoid height was determined by GEOID03.
 FE2467
 FE2467;                    North         East     Units Scale Factor Converg.
 FE2467;SPC TN       -   116,728.901   316,193.643   MT  0.99998465   -1 49 41.2
 FE2467;SPC TN       -   382,968.07  1,037,378.64   sFT  0.99998465   -1 49 41.2
 FE2467;UTM  16      - 3,913,327.432   307,107.387   MT  1.00005855   -1 13 41.9
 FE2467
 FE2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2467!SPC TN       -   0.99997879  x   0.99998465  =   0.99996344
 FE2467!UTM  16      -   0.99997879  x   1.00005855  =   1.00003734
 FE2467
 FE2467|---------------------------------------------------------------------|
 FE2467| PID    Reference Object                     Distance      Geod. Az  |
 FE2467|                                                           dddmmss.s |
 FE2467| CG4586 MILL RM 1                            19.924 METERS 06432     |
 FE2467| FE2282 BOLIVAR N MUNICIPAL TANK            APPROX.15.3 KM 1285720.1 |
 FE2467| FE2465 BOLIVAR WESTERN ST HOSP TANK        APPROX.11.6 KM 1320334.3 |
 FE2467| CG4585 MILL AZ MK                                         1970122.3 |
 FE2467| FE2469 WHITEVILLE MUNICIPAL TANK           APPROX. 3.1 KM 2302306.6 |
 FE2467| CG4587 MILL RM 2                            24.372 METERS 29905     |
 FE2467|---------------------------------------------------------------------|
 FE2467
 FE2467                          SUPERSEDED SURVEY CONTROL
 FE2467
 FE2467  NAD 83(1995)-  35 20 40.59514(N)    089 07 21.46812(W) AD(       ) 2
 FE2467  NAD 83(1995)-  35 20 40.59598(N)    089 07 21.46863(W) AD(       ) 2
 FE2467  NAD 83(1986)-  35 20 40.60170(N)    089 07 21.46677(W) AD(       ) 2
 FE2467  NAD 27      -  35 20 40.30770(N)    089 07 21.23590(W) AD(       ) 2
 FE2467
 FE2467.Superseded values are not recommended for survey control.
 FE2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2467.See file dsdata.txt to determine how the superseded data were derived.
 FE2467
 FE2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0710713327(NAD 83)
 FE2467_MARKER: DS = TRIANGULATION STATION DISK
 FE2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2467
 FE2467  HISTORY     - Date     Condition        Report By
 FE2467  HISTORY     - 1958     MONUMENTED       CGS
 FE2467
 FE2467                          STATION DESCRIPTION
 FE2467
 FE2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2467'THE STATION IS ABOUT 2 MILES NORTHEAST OF WHITEVILLE AND ON PROPERTY
 FE2467'OWNED BY MR. JOHN ROBERTSON.  IT IS 1 FOOT WEST OF A FENCE, 8 FEET
 FE2467'NORTH OF A WHITE WITNESS POST, 30 FEET SOUTH OF THE CENTER OF A GATE
 FE2467'AND 34 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD WOODEN SHED.
 FE2467'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILL 1958.
 FE2467'
 FE2467'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHITEVILLE, GO EAST
 FE2467'ON U.S. HIGHWAY 64 FOR 0.6 MILE TO A SIDE ROAD LEFT. TURN LEFT,
 FE2467'NORTH, AND GO 0.1 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT,
 FE2467'EASTERLY, FOR 0.65 MILE TO A Y-INTERSECTION.  BEAR LEFT FOR 1.15
 FE2467'MILES TO A Y-INTERSECTION.  *BEAR LEFT FOR 0.2 MILE TO DRIVEWAY ON
 FE2467'THE RIGHT, NEAR A WOODEN GATE.  TURN RIGHT UP THE DRIVEWAY,
 FE2467'PASSING TO THE NORTH OF THE HOUSE, AND FOLLOW A FIELD ROAD FOR 0.25
 FE2467'MILE TO THE STATION ON THE RIGHT.
 FE2467'
 FE2467'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH FOR 0.15
 FE2467'MILE TO THE MARK ON THE LEFT, WEST, SIDE OF THE ROAD.
 FE2467'
 FE2467'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 11 FEET NORTH OF THE
 FE2467'CENTERLINE OF A FIELD ROAD AND 41 FEET EAST OF THE SOUTHEAST
 FE2467'CORNER OF AN OLD WOODEN SHED.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2467'STAMPED MILL NO 1 1958.
 FE2467'
 FE2467'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A FENCE, 5 FEET NORTH OF THE
 FE2467'CENTERLINE OF THE FIELD ROAD AND 67 FEET WEST OF A FENCE CORNER
 FE2467'AND GATE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILL NO 2
 FE2467'1958.
 FE2467'
 FE2467'THE AZIMUTH MARK IS 1 FOOT WEST OF A WHITE WITNESS POST, 1 FOOT SOUTH
 FE2467'OF A FENCE AND 33 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD.
 FE2467'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILL 1958.
 FE2467'
 FE2467'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1602 ***********************************************************************
 FD1602  DESIGNATION -  MILL
 FD1602  PID         -  FD1602
 FD1602  STATE/COUNTY-  TN/WAYNE
 FD1602  USGS QUAD   -  WAYNESBORO (1968)
 FD1602
 FD1602                         *CURRENT SURVEY CONTROL
 FD1602  ___________________________________________________________________
 FD1602* NAD 83(1995)-  35 18 47.29528(N)    087 45 47.03910(W)     ADJUSTED  
 FD1602* NAVD 88     -       230.4    (meters)     756.     (feet)  VERTCON   
 FD1602  ___________________________________________________________________
 FD1602  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FD1602  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD1602
 FD1602  HORZ ORDER  -  SECOND
 FD1602
 FD1602.The horizontal coordinates were established by classical geodetic methods
 FD1602.and adjusted by the National Geodetic Survey in April 1999..
 FD1602
 FD1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1602
 FD1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1602
 FD1602.The geoid height was determined by GEOID03.
 FD1602
 FD1602;                    North         East     Units Scale Factor Converg.
 FD1602;SPC TN       -   110,153.464   439,678.806   MT  0.99998946   -1 01 55.8
 FD1602;SPC TN       -   361,395.16  1,442,512.88   sFT  0.99998946   -1 01 55.8
 FD1602;UTM  16      - 3,908,036.741   430,634.548   MT  0.99965930   -0 26 28.0
 FD1602
 FD1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1602!SPC TN       -   0.99996821  x   0.99998946  =   0.99995767
 FD1602!UTM  16      -   0.99996821  x   0.99965930  =   0.99962752
 FD1602
 FD1602|---------------------------------------------------------------------|
 FD1602| PID    Reference Object                     Distance      Geod. Az  |
 FD1602|                                                           dddmmss.s |
 FD1602| FD0990 MILL RM 2                            21.643 METERS 19318     |
 FD1602| CG6942 MCMINNVILLE RM 1                                   1972446.7 |
 FD1602| FD0988 MILL RM 1                            21.945 METERS 35900     |
 FD1602|---------------------------------------------------------------------|
 FD1602
 FD1602                          SUPERSEDED SURVEY CONTROL
 FD1602
 FD1602  NAD 83(1995)-  35 18 47.29957(N)    087 45 47.04051(W) AD(       ) 2
 FD1602  NAD 83(1995)-  35 18 47.29957(N)    087 45 47.04052(W) AD(       ) 2
 FD1602  NAD 83(1995)-  35 18 47.30071(N)    087 45 47.03985(W) AD(       ) 2
 FD1602  NAD 83(1986)-  35 18 47.30505(N)    087 45 47.03882(W) AD(       ) 2
 FD1602  NAD 27      -  35 18 47.02440(N)    087 45 46.94900(W) AD(       ) 2
 FD1602  NGVD 29 (07/19/86)  230.4    (m)          756.     (f) VERT ANG       
 FD1602
 FD1602.Superseded values are not recommended for survey control.
 FD1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1602.See file dsdata.txt to determine how the superseded data were derived.
 FD1602
 FD1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3063508037(NAD 83)
 FD1602_MARKER: DD = SURVEY DISK
 FD1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1602
 FD1602  HISTORY     - Date     Condition        Report By
 FD1602  HISTORY     - 1962     MONUMENTED       TNHD
 FD1602
 FD1602                          STATION DESCRIPTION
 FD1602
 FD1602'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1602'THE STATION IS LOCATED ON THE CAMPUS OF WAYNE COUNTY HIGH SCHOOL IN
 FD1602'WAYNESBORO.
 FD1602'
 FD1602'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN WAYNESBORO,
 FD1602'GO 0.4 MILE SOUTH ON
 FD1602'STATE ROUTE 13 TO SCHOOL ON THE LEFT AND THE STATION.
 FD1602'
 FD1602'THE STATION IS 41 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE
 FD1602'13, 35 FEET EAST OF
 FD1602'THE APPROXIMATE CENTER OF THE PAVED DRIVEWAY TO THE
 FD1602'SCHOOL, 20 FEET NORTH OF AN
 FD1602'18-INCH MAPLE TREE, AND 1.6 FEET WEST OF
 FD1602'A WITNESS POST.  SURFACE AND UNDERGROUND MARKS
 FD1602'ARE STANDARD TENNESSEE
 FD1602'HIGHWAY DEPARTMENT DISKS STAMPED MILL 1962.  THE UNDERGROUND MARK
 FD1602'IS ABOUT 30
 FD1602'INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 FD1602'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1602'
 FD1602'REFERENCE MARK NO 1 IS 26 FEET EAST OF TEH APPROXIMATE CENTER OF
 FD1602'STATE ROUTE 13 AND
 FD1602'8 FEET SOUTH OF AN 18-INCH MAPLE TREE.  THE MARK IS A
 FD1602'STANDARD TENNESSEE HIGHWAY
 FD1602'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 FD1602'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1602'STAMPED MILL RM 1 1962.
 FD1602'
 FD1602'REFERENCE MARK NO 2 IS 32 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 FD1602'PAVED DRIVEWAY TO
 FD1602'THE SCHOOL, 27 FEET EAST OF THE APPROXIMATE CENTER
 FD1602'OF STATE ROUTE 13, AND 15 FEET WEST
 FD1602'OF AN 18-INCH WALNUT TREE.  THE
 FD1602'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 FD1602'SET IN A 10-INCH SQUARE,
 FD1602'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MILL RM 2 1962.
 FD1602'
 FD1602'THE AZIMUTH MARK IS 38 FEET SOUTH OF THE SOUTHEAST CORNER OF A WOODEN
 FD1602'BARN, 19 FEET WEST OF A
 FD1602'TRIPLE-TRUNK WALNUT TREE, 11 FEET EAST OF THE
 FD1602'NORTHEAST CORNER OF A SMALL WOODEN
 FD1602'SHED, AND 3 FEET NORTH OF A WIRE
 FD1602'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1602'DEPARTMENT DISK SET
 FD1602'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FD1602'STAMPED MILL AZI  1962.
 FD1602'
 FD1602'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE 0.1 MILE SOUTH
 FD1602'ON STATE ROUTE 13
 FD1602'TO COPELAND STREET ON THE RIGHT, TURN RIGHT, AND GO 1
 FD1602'BLOCK WEST ON COPELAND STREET TO
 FD1602'SOUTH HIGH STREET ON THE LEFT, TURN
 FD1602'LEFT, AND GO 0.2 MILE SOUTH ON SOUTH HIGH STREET TO
 FD1602'A GRAVEL DRIVEWAY
 FD1602'RIGHT, TURN RIGHT, AND GO WEST ON THE GRAVEL DRIVEWAY, PASSING
 FD1602'THROUGH A BOARD
 FD1602'GATE, TO THE END OF THE DRIVEWAY AND THE MARK ON THE RIGHT.
 FD1602'
 FD1602'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 FD1602'
 FD1602'HEIGHT OF LIGHT ABOVE STATION MARK 22.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0625 ***********************************************************************
 FC0625  DESIGNATION -  MILL AZ MK
 FC0625  PID         -  FC0625
 FC0625  STATE/COUNTY-  TN/BRADLEY
 FC0625  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0625
 FC0625                         *CURRENT SURVEY CONTROL
 FC0625  ___________________________________________________________________
 FC0625* NAD 83(1986)-  35 09 04.     (N)    084 57 57.     (W)     SCALED    
 FC0625* NAVD 88     -       276.245  (meters)     906.31   (feet)  ADJUSTED  
 FC0625  ___________________________________________________________________
 FC0625  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0625  DYNAMIC HT  -         275.971 (meters)     905.41  (feet)  COMP
 FC0625  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 FC0625
 FC0625  VERT ORDER  -  SECOND    CLASS 0
 FC0625
 FC0625.The horizontal coordinates were scaled from a topographic map and have
 FC0625.an estimated accuracy of +/- 6 seconds.
 FC0625
 FC0625.The orthometric height was determined by differential leveling
 FC0625.and adjusted by the National Geodetic Survey in June 1991..
 FC0625
 FC0625.The geoid height was determined by GEOID03.
 FC0625
 FC0625.The dynamic height is computed by dividing the NAVD 88
 FC0625.geopotential number by the normal gravity value computed on the
 FC0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0625.degrees latitude (g = 980.6199 gals.).
 FC0625
 FC0625.The modeled gravity was interpolated from observed gravity values.
 FC0625
 FC0625;                    North         East    Units  Estimated Accuracy
 FC0625;SPC TN       -    91,230.      694,230.      MT  (+/- 180 meters Scaled)
 FC0625
 FC0625                          SUPERSEDED SURVEY CONTROL
 FC0625
 FC0625  NGVD 29 (??/??/92)  276.263  (m)          906.37   (f) ADJ UNCH    2 0
 FC0625
 FC0625.Superseded values are not recommended for survey control.
 FC0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0625.See file dsdata.txt to determine how the superseded data were derived.
 FC0625
 FC0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD852916(NAD 83)
 FC0625_MARKER: DZ = AZIMUTH MARK DISK
 FC0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0625_STAMPING: MILL 1961
 FC0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0625+STABILITY: SURFACE MOTION
 FC0625
 FC0625  HISTORY     - Date     Condition        Report By
 FC0625  HISTORY     - 1961     MONUMENTED       CGS
 FC0625  HISTORY     - 1967     GOOD             NGS
 FC0625
 FC0625                          STATION DESCRIPTION
 FC0625
 FC0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0625'5.1 MI W FROM CLEVELAND.
 FC0625'TO REACH FROM THE POST OFFICE IN MC DONALD, GO SOUTHWESTERLY
 FC0625'ON U.S. HIGHWAY 11 FOR 1.1 MILES TO A ROADSIDE PARK ON THE LEFT
 FC0625'AND COUNTY ROAD S 4421 (2) ON THE RIGHT, THENCE NORTHERLY ON
 FC0625'AN OILED ROAD FOR 1.25 MILES TO A GRAVELED ROAD RIGHT, THENCE
 FC0625'RIGHT, EAST AND NORTH ALONG THE GRAVELED ROAD FOR 0.8 MILE TO
 FC0625'THE INTERSECTION OF AN OILED ROAD AT CURVE, THENCE RIGHT, EAST
 FC0625'ALONG THE OILED ROAD FOR 0.25 MILE TO A FARM DRIVE ON THE LEFT
 FC0625'LEADING INTO THE EDGAR G. SHIPMAN FARM.  HERE TURN LEFT ON THE
 FC0625'FARM DRIVE AND GO ABOUT 125 YARDS TO THE MARK ON THE LEFT, 63
 FC0625'FEET SOUTH OF THE SOUTHWEST CORNER OF A LOG HOUSE, 54 FEET SOUTH
 FC0625'OF THE SOUTHEAST CORNER OF THE LOG HOUSE, 13 FEET WEST OF THE
 FC0625'APPROXIMATE CENTER OF THE GRAVELED DRIVEWAY, AND 6.0 FEET EAST OF
 FC0625'A METAL WITNESS POST AND SIGN IN FENCE.  IT IS A STANDARD DISK
 FC0625'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 FC0625'THE DISK IS STAMPED MILL 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0381 ***********************************************************************
 FF0381  DESIGNATION -  MILL AZ MK
 FF0381  PID         -  FF0381
 FF0381  STATE/COUNTY-  TN/SHELBY
 FF0381  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0381
 FF0381                         *CURRENT SURVEY CONTROL
 FF0381  ___________________________________________________________________
 FF0381* NAD 83(1995)-  35 02 03.66059(N)    090 00 07.15104(W)     ADJUSTED  
 FF0381* NAVD 88     -        78.882  (meters)     258.80   (feet)  ADJUSTED  
 FF0381  ___________________________________________________________________
 FF0381  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FF0381  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0381  DYNAMIC HT  -          78.809 (meters)     258.56  (feet)  COMP
 FF0381  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 FF0381
 FF0381  HORZ ORDER  -  SECOND
 FF0381  VERT ORDER  -  SECOND    CLASS 0
 FF0381
 FF0381.The horizontal coordinates were established by classical geodetic methods
 FF0381.and adjusted by the National Geodetic Survey in April 1999..
 FF0381
 FF0381.The orthometric height was determined by differential leveling
 FF0381.and adjusted by the National Geodetic Survey in June 1991..
 FF0381
 FF0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0381
 FF0381.The geoid height was determined by GEOID03.
 FF0381
 FF0381.The dynamic height is computed by dividing the NAVD 88
 FF0381.geopotential number by the normal gravity value computed on the
 FF0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0381.degrees latitude (g = 980.6199 gals.).
 FF0381
 FF0381.The modeled gravity was interpolated from observed gravity values.
 FF0381
 FF0381;                    North         East     Units Scale Factor Converg.
 FF0381;SPC TN       -    85,244.892   234,904.041   MT  1.00004505   -2 20 34.5
 FF0381;SPC TN       -   279,674.28    770,681.01   sFT  1.00004505   -2 20 34.5
 FF0381;SPC MS W     -   613,733.965   730,233.955   MT  0.99996126   +0 11 24.8
 FF0381;SPC MS W     - 2,013,558.85  2,395,775.90   sFT  0.99996126   +0 11 24.8
 FF0381;UTM  15      - 3,880,962.350   773,502.213   MT  1.00052202   +1 43 19.7
 FF0381;UTM  16      - 3,880,973.257   226,135.243   MT  1.00052447   -1 43 27.9
 FF0381
 FF0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0381!SPC TN       -   0.99999191  x   1.00004505  =   1.00003696
 FF0381!SPC MS W     -   0.99999191  x   0.99996126  =   0.99995317
 FF0381!UTM  15      -   0.99999191  x   1.00052202  =   1.00051393
 FF0381!UTM  16      -   0.99999191  x   1.00052447  =   1.00051638
 FF0381
 FF0381                          SUPERSEDED SURVEY CONTROL
 FF0381
 FF0381  NAD 83(1995)-  35 02 03.66220(N)    090 00 07.15122(W) AD(       ) 2
 FF0381  NAD 83(1995)-  35 02 03.66573(N)    090 00 07.15240(W) AD(       ) 2
 FF0381  NAD 83(1986)-  35 02 03.67049(N)    090 00 07.15210(W) AD(       ) 2
 FF0381  NAD 27      -  35 02 03.34450(N)    090 00 06.82690(W) AD(       ) 2
 FF0381  NGVD 29 (??/??/??)   78.850  (m)          258.69   (f) ADJUSTED    2 0
 FF0381
 FF0381.Superseded values are not recommended for survey control.
 FF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0381.See file dsdata.txt to determine how the superseded data were derived.
 FF0381
 FF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7350280962(NAD 83)
 FF0381_MARKER: DZ = AZIMUTH MARK DISK
 FF0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0381_STAMPING: MILL 1959
 FF0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0381+STABILITY: SURFACE MOTION
 FF0381
 FF0381  HISTORY     - Date     Condition        Report By
 FF0381  HISTORY     - 1959     MONUMENTED       CGS
 FF0381  HISTORY     - 1959     GOOD             CGS
 FF0381  HISTORY     - 19940822 MARK NOT FOUND   TN1620
 FF0381
 FF0381                          STATION DESCRIPTION
 FF0381
 FF0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0381'SEE STATION MILL
 FF0381
 FF0381                          STATION RECOVERY (1959)
 FF0381
 FF0381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0381'AT WHITEHAVEN.
 FF0381'TO REACH FROM THE MILL 1959 STATION SITE GO SOUTH FOR 0.15 MILE
 FF0381'TO RAINES ROAD.  TURN LEFT, ONTO RAINES ROAD AND GO 0.3 MILE TO
 FF0381'A POWER LINE CROSSING.  PACK SOUTH ACROSS PASTURE FOR 0.1 MILE
 FF0381'TO STATION.  IT IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FF0381'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 FF0381'IT IS 2093.2 FEET EAST-SOUTHEAST OF MILL 1959, ABOUT 0.1 MILE
 FF0381'SOUTH OF RAINES ROAD, 155 FEET SOUTH-SOUTHWEST OF THE WEST ONE
 FF0381'OF FOUR POWER LINE POLES, 2 FEET NORTH OF AN EAST-WEST FENCE
 FF0381'LINE AND 2 FEET WEST OF A WITNESS POST.
 FF0381
 FF0381                          STATION RECOVERY (1994)
 FF0381
 FF0381'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (MP)
 FF0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2213 ***********************************************************************
 FB2213  DESIGNATION -  MILL RESET
 FB2213  PID         -  FB2213
 FB2213  STATE/COUNTY-  TN/KNOX
 FB2213  USGS QUAD   -  KNOXVILLE (1978)
 FB2213
 FB2213                         *CURRENT SURVEY CONTROL
 FB2213  ___________________________________________________________________
 FB2213* NAD 83(1995)-  35 56 52.11163(N)    083 59 23.98535(W)     ADJUSTED  
 FB2213* NAVD 88     -       311.86   (meters)    1023.2    (feet)  RESET     
 FB2213  ___________________________________________________________________
 FB2213  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FB2213  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2213
 FB2213  HORZ ORDER  -  SECOND
 FB2213  VERT ORDER  -  THIRD
 FB2213
 FB2213.The horizontal coordinates were established by classical geodetic methods
 FB2213.and adjusted by the National Geodetic Survey in April 1999..
 FB2213
 FB2213.The orthometric height was computed from unverified reset data.
 FB2213.No vertical observational check was made to the station.
 FB2213
 FB2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2213
 FB2213.The geoid height was determined by GEOID03.
 FB2213
 FB2213;                    North         East     Units Scale Factor Converg.
 FB2213;SPC TN       -   180,986.770   781,326.968   MT  0.99995036   +1 10 36.3
 FB2213;SPC TN       -   593,787.43  2,563,403.56   sFT  0.99995036   +1 10 36.3
 FB2213;UTM  17      - 3,982,293.017   230,302.967   MT  1.00049636   -1 45 22.8
 FB2213;UTM  16      - 3,982,348.557   771,502.281   MT  1.00050840   +1 46 05.1
 FB2213
 FB2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2213!SPC TN       -   0.99995588  x   0.99995036  =   0.99990624
 FB2213!UTM  17      -   0.99995588  x   1.00049636  =   1.00045221
 FB2213!UTM  16      -   0.99995588  x   1.00050840  =   1.00046425
 FB2213
 FB2213:                Primary Azimuth Mark                     Grid Az
 FB2213:SPC TN       -  KNOXVILLE RADIO STA WIVK MAST            024 45 13.4
 FB2213:UTM  17      -  KNOXVILLE RADIO STA WIVK MAST            027 41 12.5
 FB2213:UTM  16      -  KNOXVILLE RADIO STA WIVK MAST            024 09 44.6
 FB2213
 FB2213|---------------------------------------------------------------------|
 FB2213| PID    Reference Object                     Distance      Geod. Az  |
 FB2213|                                                           dddmmss.s |
 FB2213| FB2660 KNOXVILLE RADIO STA WIVK MAST       APPROX. 1.7 KM 0255549.7 |
 FB2213| FB2092 MILL RM 1                            16.463 METERS 16717     |
 FB2213| FB2090 MILL RM 2                            12.122 METERS 23517     |
 FB2213| FC0248 PAPER                               APPROX. 1.4 KM 2371728.7 |
 FB2213|---------------------------------------------------------------------|
 FB2213
 FB2213                          SUPERSEDED SURVEY CONTROL
 FB2213
 FB2213  NAD 83(1995)-  35 56 52.11881(N)    083 59 23.98318(W) AD(       ) 2
 FB2213  NAD 83(1986)-  35 56 52.12459(N)    083 59 23.98151(W) AD(       ) 2
 FB2213  NGVD 29 (10/12/01)  311.99   (m)         1023.6    (f) RESET       3  
 FB2213
 FB2213.Superseded values are not recommended for survey control.
 FB2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2213.See file dsdata.txt to determine how the superseded data were derived.
 FB2213
 FB2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3030382293(NAD 83)
 FB2213_MARKER: DS = TRIANGULATION STATION DISK
 FB2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2213_STAMPING: MILL 1960 1966
 FB2213_MARK LOGO: TNHD  
 FB2213_PROJECTION: FLUSH
 FB2213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2213+STABILITY: SURFACE MOTION
 FB2213
 FB2213  HISTORY     - Date     Condition        Report By
 FB2213  HISTORY     - 1966     MONUMENTED       TNHD
 FB2213  HISTORY     - 1982     GOOD             LOCSUR
 FB2213  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2213  HISTORY     - 1982     GOOD             TNHD
 FB2213  HISTORY     - 19820615 GOOD             NGS
 FB2213
 FB2213                          STATION DESCRIPTION
 FB2213
 FB2213'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JK)
 FB2213'MILL 1960 1966 RECOVERED IN GOOD CONDITION.  A RESET DESCRIPTION WAS
 FB2213'NOT RECEIVED WITH THE CURRENT CONTROL PUBLICATION.  HOWEVER, THE
 FB2213'TENN. D. O. T. DIV. 1 REPORTED THE MARK WAS RESET TO THE EXACT
 FB2213'ELEVATION IT (MILL 1960) HAD PREVIOUSLY BEEN REPORTED AS LEVELED
 FB2213'TO.  CHANGES IN THE DESCRIPTION AS REPORTED IN MILL ARE AS FOLLOWS--
 FB2213'THERE WAS NO WITNESS SIGN FOUND AS WAS REPORTED.  CHANGE 43
 FB2213'FT. S. OF THE S. E. CORNER OF MR. DIETRICHS HOUSE (WHICH WAS
 FB2213'DESTROYED BY CONSTRUCTION OF I-40) TO LOCATED AT THE
 FB2213'NORTHWESTERNMOST CORNER OF CHEROKEE WEST APTS. PROPERTY.  (CITY
 FB2213'BLOCK 49680).
 FB2213'
 FB2213'MILL NO. 2 1960 RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED
 FB2213'AND HEREWITH ADDITIONALLY NOTED--ADD THE FOLLOWING TO THE
 FB2213'DESCRIPTION--MILL 1960 1966 AND MILL R. M. 2 ARE BOTH LOCATED
 FB2213'DIRECTLY BELOW A HIGH TENSION POWER LINE CROSSING.  (CITY BLOCK
 FB2213'49680).
 FB2213'
 FB2213'MILL 1960 NO. 3 1982 RECOVERED IN GOOD CONDITION.  THIS IS A NEW
 FB2213'MARK SET THIS DATE (AUG. 82) BY FLOYD STUART OF U. S. C. G. S.
 FB2213'DESCRIPTION TO BE WRITTEN BY FLOYD STUART.  (CITY BLOCK 49680).
 FB2213
 FB2213                          STATION RECOVERY (1982)
 FB2213
 FB2213'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2213'MARK NOT FOUND.
 FB2213
 FB2213                          STATION RECOVERY (1982)
 FB2213
 FB2213'RECOVERY NOTE BY TN HIGHWAY DEPT 1982
 FB2213'2.7 MI NE FROM BEARDEN.
 FB2213'1.2 MILES WEST ALONG KINGSTON PIKE FROM THE POST OFFICE IN BEARDEN,
 FB2213'THENCE 0.6 MILE NORTH ALONG BEARDEN ROAD, THENCE 0.8 MILE EAST ALONG
 FB2213'PAPERMILL DRIVE, THENCE 0.1 MILE SOUTH ALONG FOREST HEIGHTS DRIVE
 FB2213'TO MARK, 0.3 KM (0.15 MI) SOUTHEAST OF THE INTERSECTION OF PAPERMILL
 FB2213'AND FOREST HEIGHTS ROADS, ABOUT 0.16 KM (0.1 MI) SOUTHEAST OF
 FB2213'INTERSTATE HIGHWAY 75 AND 40, 17.7 METERS (58.0 FT) NORTHEAST OF THE
 FB2213'CENTERLINE OF FOREST HEIGHTS ROAD, 12.8 METERS (42.0 FT) NORTHEAST
 FB2213'OF A TELEPHONE POLE, 13.4 METERS (44.0 FT) EAST OF A FIRE HYDRANT,
 FB2213'AND 3.4 METERS (11.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF PAVED
 FB2213'PARKING AREA FOR THE CHEROKEE WEST APARTMENTS.
 FB2213
 FB2213                          STATION RECOVERY (1982)
 FB2213
 FB2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 FB2213'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  THE SURFACE MARK WAS
 FB2213'DESTROYED AND A NEW ONE SET BY THE THD SEVERAL YEARS AGO AND IT WAS
 FB2213'FOUND IN GOOD CONDITION ALSO.  REFERENCE MARK 1 WAS NOT FOUND AND IS
 FB2213'ASSUMED DESTROYED.  REFERENCE MARK 3 WAS SET AND A NEW DESCRIPTION
 FB2213'FOLLOWS.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 FB2213' 
 FB2213'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) WEST OF DOWNTOWN KNOXVILLE,
 FB2213'0.3 KM (0.20 MI) SOUTHEAST OF THE INTERSECTION OF PAPERMILL AND FOREST
 FB2213'HEIGHTS ROADS, ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF FOREST HEIGHTS ROAD
 FB2213'OVERPASS OF INTERSTATE HIGHWAY 75 AND 40, 17.7 METERS (58.1 FT)
 FB2213'NORTHEAST OF THE CENTERLINE OF FOREST HEIGHTS ROAD, 12.8 METERS (42.0
 FB2213'FT) NORTHEAST OF A TELEPHONE POLE, 13.4 METERS (44.0 FT) EAST OF A
 FB2213'FIRE HYDRANT AND 3.4 METERS (11.2 FT) NORTHWEST OF THE NORTHWEST EDGE
 FB2213'OF PAVED PARKING AREA OF CHEROKEE WEST APARTMENTS.  THE MONUMENT IS
 FB2213'FLUSH AND THE STANDARD THD DISK IS STAMPED---MILL 1960 1966---.
 FB2213' 
 FB2213'REFERENCE MARK 2 IS 0.6 OF A METER NORTHEAST OF A TELEPHONE POLE, 5.5
 FB2213'METERS (18.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 4.9 METERS
 FB2213'(16.1 FT) SOUTHEAST OF A FIRE HYDRANT AND 1.2 METERS (3.9 FT)
 FB2213'NORTHWEST OF THE NORTHWEST EDGE OF CONCRETE CURBING.  THE MONUMENT
 FB2213'PROJECTS 3 INCHES AND THE DISK IS STAMPED---MILL NO 2 1960---.
 FB2213' 
 FB2213'REFERENCE MARK 3 IS 0.3 METER (1.0 FT) NORTHWEST OF TELEPHONE POLE,
 FB2213'5.8 METERS (19.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 0.6
 FB2213'METER (2.0 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF DRIVEWAY
 FB2213'SOUTHWEST AND ACROSS THE ROAD AND 12.5 METERS (41.0 FT) EAST OF A
 FB2213'POWER, LIGHT POLE AND UNDERGROUND CABLE BOX.  THE MONUMENT IS FLUSH
 FB2213'AND THE DISK IS STAMPED---MILL 1960 NO 3 1982--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0733 ***********************************************************************
 GC0733  DESIGNATION -  MILL RM 1
 GC0733  PID         -  GC0733
 GC0733  STATE/COUNTY-  TN/DAVIDSON
 GC0733  USGS QUAD   -  ANTIOCH (1983)
 GC0733
 GC0733                         *CURRENT SURVEY CONTROL
 GC0733  ___________________________________________________________________
 GC0733* NAD 83(1986)-  36 03 55.     (N)    086 41 10.     (W)     SCALED    
 GC0733* NAVD 88     -       188.499  (meters)     618.43   (feet)  ADJUSTED  
 GC0733  ___________________________________________________________________
 GC0733  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0733  DYNAMIC HT  -         188.337 (meters)     617.90  (feet)  COMP
 GC0733  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC0733
 GC0733  VERT ORDER  -  SECOND    CLASS 0
 GC0733
 GC0733.The horizontal coordinates were scaled from a topographic map and have
 GC0733.an estimated accuracy of +/- 6 seconds.
 GC0733
 GC0733.The orthometric height was determined by differential leveling
 GC0733.and adjusted by the National Geodetic Survey in June 1991..
 GC0733
 GC0733.The geoid height was determined by GEOID03.
 GC0733
 GC0733.The dynamic height is computed by dividing the NAVD 88
 GC0733.geopotential number by the normal gravity value computed on the
 GC0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0733.degrees latitude (g = 980.6199 gals.).
 GC0733
 GC0733.The modeled gravity was interpolated from observed gravity values.
 GC0733
 GC0733;                    North         East    Units  Estimated Accuracy
 GC0733;SPC TN       -   192,380.      538,190.      MT  (+/- 180 meters Scaled)
 GC0733
 GC0733                          SUPERSEDED SURVEY CONTROL
 GC0733
 GC0733  NGVD 29 (??/??/92)  188.523  (m)          618.51   (f) ADJ UNCH    2 0
 GC0733
 GC0733.Superseded values are not recommended for survey control.
 GC0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0733.See file dsdata.txt to determine how the superseded data were derived.
 GC0733
 GC0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE282912(NAD 83)
 GC0733_MARKER: DR = REFERENCE MARK DISK
 GC0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0733_STAMPING: MILL NO 1 1960
 GC0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0733+STABILITY: SURFACE MOTION
 GC0733
 GC0733  HISTORY     - Date     Condition        Report By
 GC0733  HISTORY     - 1960     MONUMENTED       CGS
 GC0733
 GC0733                          STATION DESCRIPTION
 GC0733
 GC0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0733'1.3 MI NW FROM ANTIOCH.
 GC0733'THIS MARK IS LOCATED AT THE MILL 1960 STATION SITE, 37 FT. EAST
 GC0733'OF THE STATION MARK, 41 FT. SOUTH OF THE CENTER OF THE GRAVELED
 GC0733'ROAD.  THE DISK IS BRAZED TO THE TOP OF A 2-INCH IRON PIPE, SET
 GC0733'IN CONCRETE AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2092 ***********************************************************************
 FB2092  DESIGNATION -  MILL RM 1
 FB2092  PID         -  FB2092
 FB2092  STATE/COUNTY-  TN/KNOX
 FB2092  USGS QUAD   -  KNOXVILLE (1978)
 FB2092
 FB2092                         *CURRENT SURVEY CONTROL
 FB2092  ___________________________________________________________________
 FB2092* NAD 83(1986)-  35 56 51.     (N)    083 59 24.     (W)     SCALED    
 FB2092* NAVD 88     -       313.965  (meters)    1030.07   (feet)  ADJUSTED  
 FB2092  ___________________________________________________________________
 FB2092  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2092  DYNAMIC HT  -         313.673 (meters)    1029.11  (feet)  COMP
 FB2092  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 FB2092
 FB2092  VERT ORDER  -  SECOND    CLASS 0
 FB2092
 FB2092.The horizontal coordinates were scaled from a topographic map and have
 FB2092.an estimated accuracy of +/- 6 seconds.
 FB2092
 FB2092.The orthometric height was determined by differential leveling
 FB2092.and adjusted by the National Geodetic Survey in June 1991..
 FB2092
 FB2092.The geoid height was determined by GEOID03.
 FB2092
 FB2092.The dynamic height is computed by dividing the NAVD 88
 FB2092.geopotential number by the normal gravity value computed on the
 FB2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2092.degrees latitude (g = 980.6199 gals.).
 FB2092
 FB2092.The modeled gravity was interpolated from observed gravity values.
 FB2092
 FB2092;                    North         East    Units  Estimated Accuracy
 FB2092;SPC TN       -   180,950.      781,330.      MT  (+/- 180 meters Scaled)
 FB2092
 FB2092                          SUPERSEDED SURVEY CONTROL
 FB2092
 FB2092  NGVD 29 (??/??/92)  314.097  (m)         1030.50   (f) ADJ UNCH    2 0
 FB2092
 FB2092.Superseded values are not recommended for survey control.
 FB2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2092.See file dsdata.txt to determine how the superseded data were derived.
 FB2092
 FB2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV303822(NAD 83)
 FB2092_MARKER: DR = REFERENCE MARK DISK
 FB2092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2092_SP_SET: FOUNDATION
 FB2092_STAMPING: MILL NO 1 1960
 FB2092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2092
 FB2092  HISTORY     - Date     Condition        Report By
 FB2092  HISTORY     - 1960     MONUMENTED       CGS
 FB2092  HISTORY     - 1961     GOOD             NGS
 FB2092  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 FB2092
 FB2092                          STATION DESCRIPTION
 FB2092
 FB2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB2092'2.7 MI NE FROM BEARDEN.
 FB2092'THIS MARK IS LOCATED AT THE MILL 1960 STATION SITE, 54 FT.
 FB2092'SOUTHEAST OF THE STATION MARK, AND 28 FT. EAST OF THE CENTER OF
 FB2092'FOREST HEIGHTS DRIVE.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE
 FB2092'NORTHWEST CORNER OF A 10-FT. SQUARE FOUNDATION FOR A WATER PUMP
 FB2092'STATION AND IS ABOUT LEVEL WITH THE ROAD.
 FB2092
 FB2092                          STATION RECOVERY (1982)
 FB2092
 FB2092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FB2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0988 ***********************************************************************
 FD0988  DESIGNATION -  MILL RM 1
 FD0988  PID         -  FD0988
 FD0988  STATE/COUNTY-  TN/WAYNE
 FD0988  USGS QUAD   -  WAYNESBORO (1968)
 FD0988
 FD0988                         *CURRENT SURVEY CONTROL
 FD0988  ___________________________________________________________________
 FD0988* NAD 83(1986)-  35 18 47.     (N)    087 45 47.     (W)     SCALED    
 FD0988* NAVD 88     -       230.665  (meters)     756.77   (feet)  ADJUSTED  
 FD0988  ___________________________________________________________________
 FD0988  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0988  DYNAMIC HT  -         230.448 (meters)     756.06  (feet)  COMP
 FD0988  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FD0988
 FD0988  VERT ORDER  -  SECOND    CLASS 0
 FD0988
 FD0988.The horizontal coordinates were scaled from a topographic map and have
 FD0988.an estimated accuracy of +/- 6 seconds.
 FD0988
 FD0988.The orthometric height was determined by differential leveling
 FD0988.and adjusted by the National Geodetic Survey in June 1991..
 FD0988
 FD0988.The geoid height was determined by GEOID03.
 FD0988
 FD0988.The dynamic height is computed by dividing the NAVD 88
 FD0988.geopotential number by the normal gravity value computed on the
 FD0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0988.degrees latitude (g = 980.6199 gals.).
 FD0988
 FD0988.The modeled gravity was interpolated from observed gravity values.
 FD0988
 FD0988;                    North         East    Units  Estimated Accuracy
 FD0988;SPC TN       -   110,140.      439,680.      MT  (+/- 180 meters Scaled)
 FD0988
 FD0988                          SUPERSEDED SURVEY CONTROL
 FD0988
 FD0988  NGVD 29 (??/??/92)  230.639  (m)          756.69   (f) ADJ UNCH    2 0
 FD0988
 FD0988.Superseded values are not recommended for survey control.
 FD0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0988.See file dsdata.txt to determine how the superseded data were derived.
 FD0988
 FD0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE306080(NAD 83)
 FD0988_MARKER: DD = SURVEY DISK
 FD0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0988_STAMPING: MILL RM 1 1962
 FD0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0988+STABILITY: SURFACE MOTION
 FD0988
 FD0988  HISTORY     - Date     Condition        Report By
 FD0988  HISTORY     - 1962     MONUMENTED       TNHD
 FD0988
 FD0988                          STATION DESCRIPTION
 FD0988
 FD0988'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0988'AT WAYNESBORO.
 FD0988'THIS MARK IS LOCATED AT THE MILL 1962 STATION SITE, 26 FEET
 FD0988'EAST OF THE CENTERLINE OF STATE ROUTE 13, 8 FEET SOUTH OF AN
 FD0988'18-INCH MAPLE TREE AND 72 FEET NORTH OF THE STATION.  THE MARK
 FD0988'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF
 FD0988'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0623 ***********************************************************************
 FC0623  DESIGNATION -  MILL RM 1
 FC0623  PID         -  FC0623
 FC0623  STATE/COUNTY-  TN/BRADLEY
 FC0623  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0623
 FC0623                         *CURRENT SURVEY CONTROL
 FC0623  ___________________________________________________________________
 FC0623* NAD 83(1986)-  35 09 03.     (N)    084 57 21.     (W)     SCALED    
 FC0623* NAVD 88     -       305.536  (meters)    1002.41   (feet)  ADJUSTED  
 FC0623  ___________________________________________________________________
 FC0623  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0623  DYNAMIC HT  -         305.234 (meters)    1001.42  (feet)  COMP
 FC0623  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC0623
 FC0623  VERT ORDER  -  SECOND    CLASS 0
 FC0623
 FC0623.The horizontal coordinates were scaled from a topographic map and have
 FC0623.an estimated accuracy of +/- 6 seconds.
 FC0623
 FC0623.The orthometric height was determined by differential leveling
 FC0623.and adjusted by the National Geodetic Survey in June 1991..
 FC0623
 FC0623.The geoid height was determined by GEOID03.
 FC0623
 FC0623.The dynamic height is computed by dividing the NAVD 88
 FC0623.geopotential number by the normal gravity value computed on the
 FC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0623.degrees latitude (g = 980.6199 gals.).
 FC0623
 FC0623.The modeled gravity was interpolated from observed gravity values.
 FC0623
 FC0623;                    North         East    Units  Estimated Accuracy
 FC0623;SPC TN       -    91,210.      695,150.      MT  (+/- 180 meters Scaled)
 FC0623
 FC0623                          SUPERSEDED SURVEY CONTROL
 FC0623
 FC0623  NGVD 29 (??/??/92)  305.555  (m)         1002.48   (f) ADJ UNCH    2 0
 FC0623
 FC0623.Superseded values are not recommended for survey control.
 FC0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0623.See file dsdata.txt to determine how the superseded data were derived.
 FC0623
 FC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD862916(NAD 83)
 FC0623_MARKER: DR = REFERENCE MARK DISK
 FC0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0623_STAMPING: MILL NO 1 1961
 FC0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0623+STABILITY: SURFACE MOTION
 FC0623
 FC0623  HISTORY     - Date     Condition        Report By
 FC0623  HISTORY     - 1961     MONUMENTED       CGS
 FC0623  HISTORY     - 1962     GOOD             NGS
 FC0623  HISTORY     - 1967     GOOD             NGS
 FC0623
 FC0623                          STATION DESCRIPTION
 FC0623
 FC0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0623'4.6 MI W FROM CLEVELAND.
 FC0623'THIS MARK IS AT THE SITE OF MILL TRAVERSE STATION 1961. 82.4
 FC0623'FEET SOUTH OF STATION MARK, 8 FEET WEST OF THE CENTER OF THE
 FC0623'TRACK ROAD, 5.5 FEET NORTH OF A 12 INCH PINE TREE, 2 FEET BELOW
 FC0623'THE LEVEL OF THE STATION.  A STANDARD DISK SET IN THE TOP OF A
 FC0623'CONCRETE POST PROJECTING 3 INCHES.
 FC0623
 FC0623                          STATION RECOVERY (1967)
 FC0623
 FC0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0380 ***********************************************************************
 FF0380  DESIGNATION -  MILL RM 1
 FF0380  PID         -  FF0380
 FF0380  STATE/COUNTY-  TN/SHELBY
 FF0380  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0380
 FF0380                         *CURRENT SURVEY CONTROL
 FF0380  ___________________________________________________________________
 FF0380* NAD 83(1986)-  35 02 14.     (N)    090 00 27.     (W)     SCALED    
 FF0380* NAVD 88     -        90.873  (meters)     298.14   (feet)  ADJUSTED  
 FF0380  ___________________________________________________________________
 FF0380  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0380  DYNAMIC HT  -          90.789 (meters)     297.86  (feet)  COMP
 FF0380  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FF0380
 FF0380  VERT ORDER  -  SECOND    CLASS 0
 FF0380
 FF0380.The horizontal coordinates were scaled from a topographic map and have
 FF0380.an estimated accuracy of +/- 6 seconds.
 FF0380
 FF0380.The orthometric height was determined by differential leveling
 FF0380.and adjusted by the National Geodetic Survey in June 1991..
 FF0380
 FF0380.The geoid height was determined by GEOID03.
 FF0380
 FF0380.The dynamic height is computed by dividing the NAVD 88
 FF0380.geopotential number by the normal gravity value computed on the
 FF0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0380.degrees latitude (g = 980.6199 gals.).
 FF0380
 FF0380.The modeled gravity was interpolated from observed gravity values.
 FF0380
 FF0380;                    North         East    Units  Estimated Accuracy
 FF0380;SPC TN       -    85,580.      234,410.      MT  (+/- 180 meters Scaled)
 FF0380
 FF0380                          SUPERSEDED SURVEY CONTROL
 FF0380
 FF0380  NGVD 29 (??/??/??)   90.841  (m)          298.03   (f) ADJUSTED    2 0
 FF0380
 FF0380.Superseded values are not recommended for survey control.
 FF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0380.See file dsdata.txt to determine how the superseded data were derived.
 FF0380
 FF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU729812(NAD 83)
 FF0380_MARKER: DR = REFERENCE MARK DISK
 FF0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0380_SP_SET: CURB
 FF0380_STAMPING: MILL NO 1 1959
 FF0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0380
 FF0380  HISTORY     - Date     Condition        Report By
 FF0380  HISTORY     - 1959     MONUMENTED       CGS
 FF0380
 FF0380                          STATION DESCRIPTION
 FF0380
 FF0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0380'AT WHITEHAVEN.
 FF0380'IT IS LOCATED AT THE MILL 1959 STATION SITE.  IT IS SET IN A
 FF0380'DRILL HOLE IN THE WEST CURB ALONG MILL BRANCH ROAD.  IT IS
 FF0380'ABOUT 8 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 FF0380'85.9 FEET NORTH-NORTHEAST OF MILL 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0731 ***********************************************************************
 GC0731  DESIGNATION -  MILL RM 2
 GC0731  PID         -  GC0731
 GC0731  STATE/COUNTY-  TN/DAVIDSON
 GC0731  USGS QUAD   -  ANTIOCH (1983)
 GC0731
 GC0731                         *CURRENT SURVEY CONTROL
 GC0731  ___________________________________________________________________
 GC0731* NAD 83(1986)-  36 03 55.     (N)    086 41 10.     (W)     SCALED    
 GC0731* NAVD 88     -       187.254  (meters)     614.35   (feet)  ADJUSTED  
 GC0731  ___________________________________________________________________
 GC0731  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0731  DYNAMIC HT  -         187.093 (meters)     613.82  (feet)  COMP
 GC0731  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 GC0731
 GC0731  VERT ORDER  -  SECOND    CLASS 0
 GC0731
 GC0731.The horizontal coordinates were scaled from a topographic map and have
 GC0731.an estimated accuracy of +/- 6 seconds.
 GC0731
 GC0731.The orthometric height was determined by differential leveling
 GC0731.and adjusted by the National Geodetic Survey in June 1991..
 GC0731
 GC0731.The geoid height was determined by GEOID03.
 GC0731
 GC0731.The dynamic height is computed by dividing the NAVD 88
 GC0731.geopotential number by the normal gravity value computed on the
 GC0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0731.degrees latitude (g = 980.6199 gals.).
 GC0731
 GC0731.The modeled gravity was interpolated from observed gravity values.
 GC0731
 GC0731;                    North         East    Units  Estimated Accuracy
 GC0731;SPC TN       -   192,380.      538,190.      MT  (+/- 180 meters Scaled)
 GC0731
 GC0731                          SUPERSEDED SURVEY CONTROL
 GC0731
 GC0731  NGVD 29 (??/??/92)  187.278  (m)          614.43   (f) ADJ UNCH    2 0
 GC0731
 GC0731.Superseded values are not recommended for survey control.
 GC0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0731.See file dsdata.txt to determine how the superseded data were derived.
 GC0731
 GC0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE282912(NAD 83)
 GC0731_MARKER: DR = REFERENCE MARK DISK
 GC0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0731_STAMPING: MILL NO 2 1960
 GC0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0731+STABILITY: SURFACE MOTION
 GC0731
 GC0731  HISTORY     - Date     Condition        Report By
 GC0731  HISTORY     - 1960     MONUMENTED       CGS
 GC0731
 GC0731                          STATION DESCRIPTION
 GC0731
 GC0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0731'1.3 MI NW FROM ANTIOCH.
 GC0731'THIS MARK IS LOCATED AT THE MILL 1960 STATION SITE, 33.2 FT.
 GC0731'NORTHWEST OF THE STATION MARK, 36 FT. SOUTH OF THE CENTER OF A
 GC0731'GRAVELED ROAD AND 18 FT. EAST OF A POWER LINE POLE.  THE DISK IS
 GC0731'BRAZED TO THE TOP OF A 2-INCH IRON PIPE, SET IN CONCRETE AND
 GC0731'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0990 ***********************************************************************
 FD0990  DESIGNATION -  MILL RM 2
 FD0990  PID         -  FD0990
 FD0990  STATE/COUNTY-  TN/WAYNE
 FD0990  USGS QUAD   -  WAYNESBORO (1968)
 FD0990
 FD0990                         *CURRENT SURVEY CONTROL
 FD0990  ___________________________________________________________________
 FD0990* NAD 83(1986)-  35 18 47.     (N)    087 45 47.     (W)     SCALED    
 FD0990* NAVD 88     -       229.802  (meters)     753.94   (feet)  ADJUSTED  
 FD0990  ___________________________________________________________________
 FD0990  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FD0990  DYNAMIC HT  -         229.586 (meters)     753.23  (feet)  COMP
 FD0990  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FD0990
 FD0990  VERT ORDER  -  SECOND    CLASS 0
 FD0990
 FD0990.The horizontal coordinates were scaled from a topographic map and have
 FD0990.an estimated accuracy of +/- 6 seconds.
 FD0990
 FD0990.The orthometric height was determined by differential leveling
 FD0990.and adjusted by the National Geodetic Survey in June 1991..
 FD0990
 FD0990.The geoid height was determined by GEOID03.
 FD0990
 FD0990.The dynamic height is computed by dividing the NAVD 88
 FD0990.geopotential number by the normal gravity value computed on the
 FD0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0990.degrees latitude (g = 980.6199 gals.).
 FD0990
 FD0990.The modeled gravity was interpolated from observed gravity values.
 FD0990
 FD0990;                    North         East    Units  Estimated Accuracy
 FD0990;SPC TN       -   110,140.      439,680.      MT  (+/- 180 meters Scaled)
 FD0990
 FD0990                          SUPERSEDED SURVEY CONTROL
 FD0990
 FD0990  NGVD 29 (??/??/92)  229.777  (m)          753.86   (f) ADJ UNCH    2 0
 FD0990
 FD0990.Superseded values are not recommended for survey control.
 FD0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0990.See file dsdata.txt to determine how the superseded data were derived.
 FD0990
 FD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE306080(NAD 83)
 FD0990_MARKER: DD = SURVEY DISK
 FD0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0990_STAMPING: MILL RM 2 1962
 FD0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0990+STABILITY: SURFACE MOTION
 FD0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD0990+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2001
 FD0990
 FD0990  HISTORY     - Date     Condition        Report By
 FD0990  HISTORY     - 1962     MONUMENTED       TNHD
 FD0990  HISTORY     - 20010727 GOOD             TNDT
 FD0990
 FD0990                          STATION DESCRIPTION
 FD0990
 FD0990'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD0990'AT WAYNESBORO.
 FD0990'THIS MARK IS LOCATED AT THE MILL 1962 STATION SITE, 32 FEET SOUTH
 FD0990'OF THE CENTERLINE OF A PAVED DRIVEWAY TO THE SCHOOL, 27 FEET
 FD0990'EAST OF THE CENTERLINE OF STATE ROUTE 13, AND 15 FEET WEST OF A
 FD0990'18-INCH MAPLE TREE AND 71 FEET SOUTH OF THE STATION.  THE MARK
 FD0990'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN TOP OF A
 FD0990'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FD0990
 FD0990                          STATION RECOVERY (2001)
 FD0990
 FD0990'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (DWB)
 FD0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0621 ***********************************************************************
 FC0621  DESIGNATION -  MILL RM 2
 FC0621  PID         -  FC0621
 FC0621  STATE/COUNTY-  TN/BRADLEY
 FC0621  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0621
 FC0621                         *CURRENT SURVEY CONTROL
 FC0621  ___________________________________________________________________
 FC0621* NAD 83(1986)-  35 09 03.     (N)    084 57 21.     (W)     SCALED    
 FC0621* NAVD 88     -       305.980  (meters)    1003.87   (feet)  ADJUSTED  
 FC0621  ___________________________________________________________________
 FC0621  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FC0621  DYNAMIC HT  -         305.677 (meters)    1002.88  (feet)  COMP
 FC0621  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 FC0621
 FC0621  VERT ORDER  -  SECOND    CLASS 0
 FC0621
 FC0621.The horizontal coordinates were scaled from a topographic map and have
 FC0621.an estimated accuracy of +/- 6 seconds.
 FC0621
 FC0621.The orthometric height was determined by differential leveling
 FC0621.and adjusted by the National Geodetic Survey in June 1991..
 FC0621
 FC0621.The geoid height was determined by GEOID03.
 FC0621
 FC0621.The dynamic height is computed by dividing the NAVD 88
 FC0621.geopotential number by the normal gravity value computed on the
 FC0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0621.degrees latitude (g = 980.6199 gals.).
 FC0621
 FC0621.The modeled gravity was interpolated from observed gravity values.
 FC0621
 FC0621;                    North         East    Units  Estimated Accuracy
 FC0621;SPC TN       -    91,210.      695,150.      MT  (+/- 180 meters Scaled)
 FC0621
 FC0621                          SUPERSEDED SURVEY CONTROL
 FC0621
 FC0621  NGVD 29 (??/??/92)  305.999  (m)         1003.93   (f) ADJ UNCH    2 0
 FC0621
 FC0621.Superseded values are not recommended for survey control.
 FC0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0621.See file dsdata.txt to determine how the superseded data were derived.
 FC0621
 FC0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD862916(NAD 83)
 FC0621_MARKER: DR = REFERENCE MARK DISK
 FC0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0621_STAMPING: MILL NO 2 1961
 FC0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0621+STABILITY: SURFACE MOTION
 FC0621
 FC0621  HISTORY     - Date     Condition        Report By
 FC0621  HISTORY     - 1961     MONUMENTED       CGS
 FC0621  HISTORY     - 1962     GOOD             NGS
 FC0621  HISTORY     - 1967     GOOD             NGS
 FC0621
 FC0621                          STATION DESCRIPTION
 FC0621
 FC0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0621'4.6 MI W FROM CLEVELAND.
 FC0621'THIS MARK IS AT THE SITE OF MILL TRAVERSE STATION 1961. 46.4 FEET
 FC0621'NORTHWEST OF STATION, 17 FEET WEST OF THE CENTER OF THE TRACK
 FC0621'ROAD, 9.5 FEET FROM A BLAZED OAK TREE, 2 FEET BELOW THE LEVEL
 FC0621'OF THE STATION.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 FC0621'PROJECTING 6 INCHES.
 FC0621
 FC0621                          STATION RECOVERY (1967)
 FC0621
 FC0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0378 ***********************************************************************
 FF0378  DESIGNATION -  MILL RM 2
 FF0378  PID         -  FF0378
 FF0378  STATE/COUNTY-  TN/SHELBY
 FF0378  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0378
 FF0378                         *CURRENT SURVEY CONTROL
 FF0378  ___________________________________________________________________
 FF0378* NAD 83(1986)-  35 02 13.     (N)    090 00 28.     (W)     SCALED    
 FF0378* NAVD 88     -        90.657  (meters)     297.43   (feet)  ADJUSTED  
 FF0378  ___________________________________________________________________
 FF0378  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FF0378  DYNAMIC HT  -          90.573 (meters)     297.15  (feet)  COMP
 FF0378  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 FF0378
 FF0378  VERT ORDER  -  SECOND    CLASS 0
 FF0378
 FF0378.The horizontal coordinates were scaled from a topographic map and have
 FF0378.an estimated accuracy of +/- 6 seconds.
 FF0378
 FF0378.The orthometric height was determined by differential leveling
 FF0378.and adjusted by the National Geodetic Survey in June 1991..
 FF0378
 FF0378.The geoid height was determined by GEOID03.
 FF0378
 FF0378.The dynamic height is computed by dividing the NAVD 88
 FF0378.geopotential number by the normal gravity value computed on the
 FF0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0378.degrees latitude (g = 980.6199 gals.).
 FF0378
 FF0378.The modeled gravity was interpolated from observed gravity values.
 FF0378
 FF0378;                    North         East    Units  Estimated Accuracy
 FF0378;SPC TN       -    85,550.      234,390.      MT  (+/- 180 meters Scaled)
 FF0378
 FF0378                          SUPERSEDED SURVEY CONTROL
 FF0378
 FF0378  NGVD 29 (??/??/??)   90.624  (m)          297.32   (f) ADJUSTED    2 0
 FF0378
 FF0378.Superseded values are not recommended for survey control.
 FF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0378.See file dsdata.txt to determine how the superseded data were derived.
 FF0378
 FF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU729812(NAD 83)
 FF0378_MARKER: DR = REFERENCE MARK DISK
 FF0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0378_STAMPING: MILL NO 2 1959
 FF0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0378+STABILITY: SURFACE MOTION
 FF0378
 FF0378  HISTORY     - Date     Condition        Report By
 FF0378  HISTORY     - 1959     MONUMENTED       CGS
 FF0378
 FF0378                          STATION DESCRIPTION
 FF0378
 FF0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0378'AT WHITEHAVEN.
 FF0378'IT IS LOCATED AT THE MILL 1959 STATION SITE 114.6 FEET SOUTH
 FF0378'OF MILL 1959, 70 FEET WEST OF THE APPROXIMATE CENTER OF MILL
 FF0378'BRANCH ROAD AND 4 FEET WEST OF A CUTBANK.  THE STATION IS SET
 FF0378'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FF0378'1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2214 ***********************************************************************
 FB2214  DESIGNATION -  MILL RM 3
 FB2214  PID         -  FB2214
 FB2214  STATE/COUNTY-  TN/KNOX
 FB2214  USGS QUAD   -  KNOXVILLE (1978)
 FB2214
 FB2214                         *CURRENT SURVEY CONTROL
 FB2214  ___________________________________________________________________
 FB2214* NAD 83(1986)-  35 56 51.     (N)    083 59 24.     (W)     SCALED    
 FB2214* NAVD 88     -       313.97   (meters)    1030.1    (feet)  RESET     
 FB2214  ___________________________________________________________________
 FB2214  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB2214
 FB2214  VERT ORDER  -  THIRD
 FB2214
 FB2214.The horizontal coordinates were scaled from a topographic map and have
 FB2214.an estimated accuracy of +/- 6 seconds.
 FB2214
 FB2214.The orthometric height was computed from unverified reset data.
 FB2214.No vertical observational check was made to the station.
 FB2214
 FB2214.The geoid height was determined by GEOID03.
 FB2214
 FB2214;                    North         East    Units  Estimated Accuracy
 FB2214;SPC TN       -   180,950.      781,330.      MT  (+/- 180 meters Scaled)
 FB2214
 FB2214                          SUPERSEDED SURVEY CONTROL
 FB2214
 FB2214  NGVD 29 (10/12/01)  314.10   (m)         1030.5    (f) RESET       3  
 FB2214
 FB2214.Superseded values are not recommended for survey control.
 FB2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2214.See file dsdata.txt to determine how the superseded data were derived.
 FB2214
 FB2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV303822(NAD 83)
 FB2214_MARKER: DR = REFERENCE MARK DISK
 FB2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2214_STAMPING: MILL 1960 NO 3 1982
 FB2214_PROJECTION: FLUSH
 FB2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2214+STABILITY: SURFACE MOTION
 FB2214
 FB2214  HISTORY     - Date     Condition        Report By
 FB2214  HISTORY     - 1982     MONUMENTED       NGS
 FB2214
 FB2214                          STATION DESCRIPTION
 FB2214
 FB2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FB2214'2.7 MI NE FROM BEARDEN.
 FB2214'1.2 MILES WEST ALONG KINGSTON PIKE FROM THE POST OFFICE IN BEARDEN,
 FB2214'THENCE 0.6 MILE NORTH ALONG BEARDEN ROAD, THENCE 0.8 MILE EAST
 FB2214'ALONG PAPERMILL DRIVE, THENCE 0.1 MILE SOUTH ALONG FOREST HEIGHTS
 FB2214'DRIVE TO MARK, 0.3 KM (0.15 MI) SOUTHEAST OF THE INTERSECTION OF
 FB2214'PAPERMILL AND FOREST HEIGHTS ROADS, ABOUT 0.16 KM (0.1 MI)
 FB2214'SOUTHEAST OF THE FOREST HEIGHTS ROAD OVERPASS OF INTERSTATE HIGHWAY
 FB2214'75 AND 40, 0.3 METER (1.0 FT) NORTHWEST OF A TELEPHONE POLE, 5.8
 FB2214'METERS (19.0 FT) NORTHEAST OF THE CENTERLINE OF FOREST HEIGHTS
 FB2214'ROAD, 0.6 METER (2.0 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF
 FB2214'DRIVEWAY SOUTHWEST AND ACROSS THE ROAD, AND 12.5 METERS (41.0 FT)
 FB2214'EAST OF A POWER LIGHT POLE AND UNDERGROUND CABLE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0800 ***********************************************************************
 GA0800  DESIGNATION -  MILLER
 GA0800  PID         -  GA0800
 GA0800  STATE/COUNTY-  TN/SULLIVAN
 GA0800  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0800
 GA0800                         *CURRENT SURVEY CONTROL
 GA0800  ___________________________________________________________________
 GA0800* NAD 83(1995)-  36 27 06.70975(N)    082 31 00.55414(W)     ADJUSTED  
 GA0800* NAVD 88     -       510.025  (meters)    1673.31   (feet)  ADJUSTED  
 GA0800  ___________________________________________________________________
 GA0800  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GA0800  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0800  DYNAMIC HT  -         509.554 (meters)    1671.76  (feet)  COMP
 GA0800  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 GA0800
 GA0800  HORZ ORDER  -  SECOND
 GA0800  VERT ORDER  -  SECOND    CLASS 0
 GA0800
 GA0800.The horizontal coordinates were established by classical geodetic methods
 GA0800.and adjusted by the National Geodetic Survey in April 1999..
 GA0800
 GA0800.The orthometric height was determined by differential leveling
 GA0800.and adjusted by the National Geodetic Survey in June 1991..
 GA0800
 GA0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0800
 GA0800.The geoid height was determined by GEOID03.
 GA0800
 GA0800.The dynamic height is computed by dividing the NAVD 88
 GA0800.geopotential number by the normal gravity value computed on the
 GA0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0800.degrees latitude (g = 980.6199 gals.).
 GA0800
 GA0800.The modeled gravity was interpolated from observed gravity values.
 GA0800
 GA0800;                    North         East     Units Scale Factor Converg.
 GA0800;SPC TN       -   240,610.530   912,191.014   MT  1.00000643   +2 02 21.1
 GA0800;SPC TN       -   789,403.05  2,992,746.69   sFT  1.00000643   +2 02 21.1
 GA0800;UTM  17      - 4,035,137.812   364,071.987   MT  0.99982764   -0 54 04.9
 GA0800
 GA0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0800!SPC TN       -   0.99992490  x   1.00000643  =   0.99993132
 GA0800!UTM  17      -   0.99992490  x   0.99982764  =   0.99975255
 GA0800
 GA0800|---------------------------------------------------------------------|
 GA0800| PID    Reference Object                     Distance      Geod. Az  |
 GA0800|                                                           dddmmss.s |
 GA0800| GA0802 MILLER RM 1                          26.078 METERS 15552     |
 GA0800| GA0799 MILLER AZ MK                                       2191813.5 |
 GA0800| GA0801 MILLER RM 2                          32.854 METERS 25428     |
 GA0800|---------------------------------------------------------------------|
 GA0800
 GA0800                          SUPERSEDED SURVEY CONTROL
 GA0800
 GA0800  NAD 83(1995)-  36 27 06.71269(N)    082 31 00.55584(W) AD(       ) 2
 GA0800  NAD 83(1995)-  36 27 06.72362(N)    082 31 00.57420(W) AD(       ) 2
 GA0800  NAD 83(1995)-  36 27 06.71579(N)    082 31 00.55678(W) AD(       ) 2
 GA0800  NAD 83(1986)-  36 27 06.71834(N)    082 31 00.55883(W) AD(       ) 2
 GA0800  NAD 27      -  36 27 06.34650(N)    082 31 01.02800(W) AD(       ) 2
 GA0800  NGVD 29 (??/??/92)  510.168  (m)         1673.78   (f) ADJ UNCH    2 0
 GA0800
 GA0800.Superseded values are not recommended for survey control.
 GA0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0800.See file dsdata.txt to determine how the superseded data were derived.
 GA0800
 GA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6407235138(NAD 83)
 GA0800_MARKER: DE = TRAVERSE STATION DISK
 GA0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0800_STAMPING: MILLER 1961
 GA0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0800
 GA0800  HISTORY     - Date     Condition        Report By
 GA0800  HISTORY     - 1961     MONUMENTED       CGS
 GA0800  HISTORY     - 1961     GOOD             CGS
 GA0800
 GA0800                          STATION DESCRIPTION
 GA0800
 GA0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA0800'THE STATION IS LOCATED ON THE PROPERTY OF MR. W.P. BAILEY, ABOUT 7
 GA0800'MILES NORTHEAST OF
 GA0800'HAW CROSSROAD, ABOUT 6 MILES EAST OF FALL BRANCH AND 4
 GA0800'1/2 MILES SOUTHEAST OF SULLIVAN
 GA0800'GARDENS.
 GA0800'
 GA0800'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93 AND 81,
 GA0800'HAW CROSSROAD, GO
 GA0800'NORTHEAST ON A HARD SURFACE ROAD FOR 7.3 MILES TO A
 GA0800'STAGGERED CROSSROAD AND THE
 GA0800'AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GA0800'EASTERLY ON HARD SURFACE ROAD FOR 0.2 MILE TO
 GA0800'A WIRE GATE ON THE
 GA0800'LEFT, TURN LEFT PASS THROUGH GATE AND FOLLOW FENCE LINE
 GA0800'NORTHERLY TO A
 GA0800'LOW RIDGE, TURN RIGHT FOLLOWING RIDGE FOR 0.1 MILE TO WOODS,
 GA0800'PROCEED ON DIM TRACK
 GA0800'ROAD FOR 0.2 MILE, THEN TURN LEFT JUST BEFORE
 GA0800'REACHING A WIRE FENCE AND GO ABOUT 40
 GA0800'YARDS TO THE TOP OF HILL AND
 GA0800'THE STATION.
 GA0800'
 GA0800'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED MILLER 1961,
 GA0800'SET IN A SQUARE CONCRETE
 GA0800'MONUMENT WHICH IS FLUSH.  IT IS 10 FEET SOUTH OF A
 GA0800'WIRE FENCE, 2.6 FEET NORTHEAST OF
 GA0800'A WITNESS POST AND SIGN AND SET ON
 GA0800'THE HIGHEST PART OF HILL.
 GA0800'
 GA0800'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MILLER NO 1 1961,
 GA0800'CEMENTED IN A DRILLED HOLE
 GA0800'IN OUTCROPPING BEDROCK FLUSH.  THE BEDROCK PROJECTS
 GA0800'ABOUT 18 INCHES ON THE SOUTH
 GA0800'SIDE.  IT IS 95 FEET SOUTH OF A WIRE
 GA0800'FENCE, 40 FEET NORTH OF THE CENTER OF A TRACK
 GA0800'ROAD, 18 FEET SOUTHEAST
 GA0800'OF AN 18-INCH HICKORY TREE AND ABOUT 6 FEET BELOW THE STATION
 GA0800'ELEVATION.
 GA0800'
 GA0800'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MILLER NO 2 1961,
 GA0800'SET IN A SQUARE CONCRETE
 GA0800'MONUMENT WHICH IS FLUSH.  IT IS 32 FEET SOUTHWEST OF
 GA0800'A 30-INCH TREE STUMP, 7 FEET
 GA0800'SOUTHEAST OF A WIRE FENCE, 6 FEET SOUTH
 GA0800'OF A FORKED TREE AND ABOUT 2 FEET BELOW THE
 GA0800'STATION ELEVATION.
 GA0800'
 GA0800'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILLER 1961, SET IN A
 GA0800'SQUARE CONCRETE
 GA0800'MONUMENT WHICH IS FLUSH.  IT IS 22 FEET EAST OF A STAGGERED
 GA0800'CROSSROAD, 1.6 FEET
 GA0800'NORTHEAST OF THE NORTH GATE POST, 1.6 FEET SOUTH
 GA0800'OF A WITNESS POST AND SIGN AND 1 FOOT
 GA0800'EAST OF A WIRE FENCE.
 GA0800'
 GA0800'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GA0800
 GA0800                          STATION RECOVERY (1961)
 GA0800
 GA0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA0800'1.7 MI W FROM FORDTOWN.
 GA0800'FROM THE POST OFFICE IN FORDTOWN, (LOCATED ABOUT 8 MILES NORTHEAST
 GA0800'OF FALL BRANCH), GO 1.4 MILE WEST ON A PAVED ROAD TO A WIRE
 GA0800'GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH GATE AND FOLLOW FENCE
 GA0800'LINE NORTHERLY TO A LOW RIDGE, TURN RIGHT FOLLOWING RIDGE FOR
 GA0800'0.1 MILE TO WOODS, PROCEED ON DIM TRACK ROAD FOR 0.2 MILE, THEN
 GA0800'TURN LEFT JUST BEFORE REACHING A WIRE FENCE AND GO ABOUT 40
 GA0800'YARDS TO THE TOP OF HILL AND THE STATION.  THE STATION MARK IS
 GA0800'10 FT. SOUTH OF A WIRE FENCE, 2.6 FT. NORTHEAST OF A WITNESS
 GA0800'SIGN AND SET ON THE HIGHEST PART OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2205 ***********************************************************************
 GC2205  DESIGNATION -  MILLER
 GC2205  PID         -  GC2205
 GC2205  STATE/COUNTY-  TN/SUMNER
 GC2205  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC2205
 GC2205                         *CURRENT SURVEY CONTROL
 GC2205  ___________________________________________________________________
 GC2205* NAD 83(1995)-  36 22 26.14715(N)    086 42 54.09500(W)     ADJUSTED  
 GC2205* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 GC2205  ___________________________________________________________________
 GC2205  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GC2205  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GC2205
 GC2205  HORZ ORDER  -  SECOND
 GC2205
 GC2205.The horizontal coordinates were established by classical geodetic methods
 GC2205.and adjusted by the National Geodetic Survey in April 1999..
 GC2205
 GC2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2205
 GC2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2205
 GC2205.The geoid height was determined by GEOID03.
 GC2205
 GC2205;                    North         East     Units Scale Factor Converg.
 GC2205;SPC TN       -   226,640.720   535,837.346   MT  0.99999270   -0 25 07.0
 GC2205;SPC TN       -   743,570.43  1,757,993.03   sFT  0.99999270   -0 25 07.0
 GC2205;UTM  16      - 4,025,461.728   525,562.229   MT  0.99960805   +0 10 08.4
 GC2205
 GC2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2205!SPC TN       -   0.99997085  x   0.99999270  =   0.99996355
 GC2205!UTM  16      -   0.99997085  x   0.99960805  =   0.99957891
 GC2205
 GC2205|---------------------------------------------------------------------|
 GC2205| PID    Reference Object                     Distance      Geod. Az  |
 GC2205|                                                           dddmmss.s |
 GC2205| CG6943 MILLER RM 1                           8.967 METERS 05327     |
 GC2205| CG6944 MILLER RM 2                           8.970 METERS 19040     |
 GC2205| GC2209 BETHEL RESET                        APPROX. 4.4 KM 3420811.3 |
 GC2205|---------------------------------------------------------------------|
 GC2205
 GC2205                          SUPERSEDED SURVEY CONTROL
 GC2205
 GC2205  NAD 83(1995)-  36 22 26.14820(N)    086 42 54.09651(W) AD(       ) 2
 GC2205  NAD 83(1995)-  36 22 26.15226(N)    086 42 54.09794(W) AD(       ) 2
 GC2205  NAD 83(1986)-  36 22 26.15649(N)    086 42 54.09825(W) AD(       ) 2
 GC2205  NAD 27      -  36 22 25.98360(N)    086 42 54.11170(W) AD(       ) 2
 GC2205  NGVD 29 (07/19/86)  215.3    (m)          706.     (f) VERT ANG       
 GC2205
 GC2205.Superseded values are not recommended for survey control.
 GC2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2205.See file dsdata.txt to determine how the superseded data were derived.
 GC2205
 GC2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2556225462(NAD 83)
 GC2205_MARKER: DE = TRAVERSE STATION DISK
 GC2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2205
 GC2205  HISTORY     - Date     Condition        Report By
 GC2205  HISTORY     - 1959     MONUMENTED       CGS
 GC2205
 GC2205                          STATION DESCRIPTION
 GC2205
 GC2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2205'THE STATION IS LOCATED ON THE CREST AND NEAR THE NORTHEAST END OF A
 GC2205'OPEN RIDGE TOP AND ONCE A CULTIVATED FIELD WHICH IS OWNED BY MR. C.
 GC2205'C. GREGORY, ABOUT 3.5 MILES NORTH OF GOODLETTSVILLE AND 0.4 MILE
 GC2205'NORTHWEST OF MILLERSVILLE.
 GC2205'
 GC2205'TO REACH THE STATION FROM THE HIGH SCHOOL IN MILLERSVILLE, GO NORTH
 GC2205'ON U. S. HIGHWAY NO. 31 W FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT
 GC2205'JUST AFTER PASSING A CONCRETE BRIDGE, TURN LEFT AND GO 0.1 MILE TO A
 GC2205'DRIVEWAY ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO MR. GREGORY
 GC2205'HOUSE AND THE END OF TRUCK TRAVEL IN WET WEATHER, PACK WESTERLY BY AN
 GC2205'OLD BARN ON A DIM TRACK ROAD FOR ABOUT 0.15 MILE TO THE CREST OF THE
 GC2205'FIRST RIDGE, BEAR RIGHT ALONG A TRAIL AND GO NORTHWEST FOR ABOUT A
 GC2205'100 YARDS TO A WIRE FENCE IN A SADDLE, CROSS THE FENCE AND GO
 GC2205'NORTHERLY TO THE TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
 GC2205'
 GC2205'STATION IS 6 FEET EAST OF A WITNESS SIGN.  THE MARK IS A STANDARD
 GC2205'TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE
 GC2205'SURFACE OF THE GROUND AND IS STAMPED MILLER 1959.
 GC2205'
 GC2205'UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK SET ABOUT 36
 GC2205'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED MILLER 1959.
 GC2205'
 GC2205'REFERENCE MARK NO. 1 PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 GC2205'GROUND AND IS STAMPED MILLER NO 1 1959.
 GC2205'
 GC2205'REFERENCE MARK NO. 2 PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 GC2205'GROUND AND IS STAMPED MILLER NO 2 1959.
 GC2205'
 GC2205'NO AZIMUTH MARK WAS ESTABLISHED.
 GC2205'
 GC2205'A 4-WHEEL DRIVE TRUCK MAY BE DRIVEN TO THE STATION IN DRY WEATHER.
 GC2205'
 GC2205'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0799 ***********************************************************************
 GA0799  DESIGNATION -  MILLER AZ MK
 GA0799  PID         -  GA0799
 GA0799  STATE/COUNTY-  TN/SULLIVAN
 GA0799  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0799
 GA0799                         *CURRENT SURVEY CONTROL
 GA0799  ___________________________________________________________________
 GA0799* NAD 83(1986)-  36 26 50.     (N)    082 31 18.     (W)     SCALED    
 GA0799* NAVD 88     -       462.052  (meters)    1515.92   (feet)  ADJUSTED  
 GA0799  ___________________________________________________________________
 GA0799  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0799  DYNAMIC HT  -         461.624 (meters)    1514.51  (feet)  COMP
 GA0799  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 GA0799
 GA0799  VERT ORDER  -  SECOND    CLASS 0
 GA0799
 GA0799.The horizontal coordinates were scaled from a topographic map and have
 GA0799.an estimated accuracy of +/- 6 seconds.
 GA0799
 GA0799.The orthometric height was determined by differential leveling
 GA0799.and adjusted by the National Geodetic Survey in June 1991..
 GA0799
 GA0799.The geoid height was determined by GEOID03.
 GA0799
 GA0799.The dynamic height is computed by dividing the NAVD 88
 GA0799.geopotential number by the normal gravity value computed on the
 GA0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0799.degrees latitude (g = 980.6199 gals.).
 GA0799
 GA0799.The modeled gravity was interpolated from observed gravity values.
 GA0799
 GA0799;                    North         East    Units  Estimated Accuracy
 GA0799;SPC TN       -   240,080.      911,780.      MT  (+/- 180 meters Scaled)
 GA0799
 GA0799                          SUPERSEDED SURVEY CONTROL
 GA0799
 GA0799  NGVD 29 (??/??/92)  462.192  (m)         1516.37   (f) ADJ UNCH    2 0
 GA0799
 GA0799.Superseded values are not recommended for survey control.
 GA0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0799.See file dsdata.txt to determine how the superseded data were derived.
 GA0799
 GA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA636346(NAD 83)
 GA0799_MARKER: DZ = AZIMUTH MARK DISK
 GA0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0799_STAMPING: MILLER 1961
 GA0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0799+STABILITY: SURFACE MOTION
 GA0799
 GA0799  HISTORY     - Date     Condition        Report By
 GA0799  HISTORY     - 1961     MONUMENTED       CGS
 GA0799
 GA0799                          STATION DESCRIPTION
 GA0799
 GA0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0799'1.6 MI W FROM FORDTOWN.
 GA0799'FROM THE POST OFFICE IN FORDTOWN, (LOCATED ABOUT 8 MILES NORTHEAST
 GA0799'OF FALL BRANCH), GO 1.6 MILES WEST ON A PAVED ROAD TO A Y JUNCTION
 GA0799'OF FOUR ROADS.  THE AZIMUTH MARK IS 22 FT. EAST OF A STAGGERED
 GA0799'CROSSROAD, 1.6 FT. NORTHEAST OF THE NORTH GATE POST FOR FIELD
 GA0799'ROAD, 1.6 FT. SOUTH OF A WITNESS SIGN AND 1 FT. EAST OF A WIRE
 GA0799'FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GA0799'GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0802 ***********************************************************************
 GA0802  DESIGNATION -  MILLER RM 1
 GA0802  PID         -  GA0802
 GA0802  STATE/COUNTY-  TN/SULLIVAN
 GA0802  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0802
 GA0802                         *CURRENT SURVEY CONTROL
 GA0802  ___________________________________________________________________
 GA0802* NAD 83(1986)-  36 27 06.     (N)    082 31 01.     (W)     SCALED    
 GA0802* NAVD 88     -       504.384  (meters)    1654.80   (feet)  ADJUSTED  
 GA0802  ___________________________________________________________________
 GA0802  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0802  DYNAMIC HT  -         503.918 (meters)    1653.27  (feet)  COMP
 GA0802  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 GA0802
 GA0802  VERT ORDER  -  SECOND    CLASS 0
 GA0802
 GA0802.The horizontal coordinates were scaled from a topographic map and have
 GA0802.an estimated accuracy of +/- 6 seconds.
 GA0802
 GA0802.The orthometric height was determined by differential leveling
 GA0802.and adjusted by the National Geodetic Survey in June 1991..
 GA0802
 GA0802.The geoid height was determined by GEOID03.
 GA0802
 GA0802.The dynamic height is computed by dividing the NAVD 88
 GA0802.geopotential number by the normal gravity value computed on the
 GA0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0802.degrees latitude (g = 980.6199 gals.).
 GA0802
 GA0802.The modeled gravity was interpolated from observed gravity values.
 GA0802
 GA0802;                    North         East    Units  Estimated Accuracy
 GA0802;SPC TN       -   240,590.      912,180.      MT  (+/- 180 meters Scaled)
 GA0802
 GA0802                          SUPERSEDED SURVEY CONTROL
 GA0802
 GA0802  NGVD 29 (??/??/92)  504.526  (m)         1655.27   (f) ADJ UNCH    2 0
 GA0802
 GA0802.Superseded values are not recommended for survey control.
 GA0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0802.See file dsdata.txt to determine how the superseded data were derived.
 GA0802
 GA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA640351(NAD 83)
 GA0802_MARKER: DR = REFERENCE MARK DISK
 GA0802_SETTING: 66 = SET IN ROCK OUTCROP
 GA0802_SP_SET: OUTCROPPING BEDROCK
 GA0802_STAMPING: MILLER NO 1 1961
 GA0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0802+STABILITY: POSITION/ELEVATION WELL
 GA0802
 GA0802  HISTORY     - Date     Condition        Report By
 GA0802  HISTORY     - 1961     MONUMENTED       CGS
 GA0802
 GA0802                          STATION DESCRIPTION
 GA0802
 GA0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0802'1.7 MI W FROM FORDTOWN.
 GA0802'THIS MARK IS LOCATED AT THE MILLER 1961 STATION SITE, 85.6 FT.
 GA0802'SOUTH OF THE STATION MARK, 95 FT. SOUTH OF A WIRE FENCE, 40 FT.
 GA0802'NORTH OF THE CENTER OF A TRACK ROAD, 18 FT. SOUTHEAST OF AN
 GA0802'18-INCH HICKORY TREE AND ABOUT 8 FT. BELOW THE LEVEL OF THE
 GA0802'STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA0802'BEDROCK THAT PROJECTS 18 INCHES ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0801 ***********************************************************************
 GA0801  DESIGNATION -  MILLER RM 2
 GA0801  PID         -  GA0801
 GA0801  STATE/COUNTY-  TN/SULLIVAN
 GA0801  USGS QUAD   -  SULLIVAN GARDENS (1971)
 GA0801
 GA0801                         *CURRENT SURVEY CONTROL
 GA0801  ___________________________________________________________________
 GA0801* NAD 83(1986)-  36 27 06.     (N)    082 31 01.     (W)     SCALED    
 GA0801* NAVD 88     -       508.779  (meters)    1669.22   (feet)  ADJUSTED  
 GA0801  ___________________________________________________________________
 GA0801  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GA0801  DYNAMIC HT  -         508.309 (meters)    1667.68  (feet)  COMP
 GA0801  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 GA0801
 GA0801  VERT ORDER  -  SECOND    CLASS 0
 GA0801
 GA0801.The horizontal coordinates were scaled from a topographic map and have
 GA0801.an estimated accuracy of +/- 6 seconds.
 GA0801
 GA0801.The orthometric height was determined by differential leveling
 GA0801.and adjusted by the National Geodetic Survey in June 1991..
 GA0801
 GA0801.The geoid height was determined by GEOID03.
 GA0801
 GA0801.The dynamic height is computed by dividing the NAVD 88
 GA0801.geopotential number by the normal gravity value computed on the
 GA0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0801.degrees latitude (g = 980.6199 gals.).
 GA0801
 GA0801.The modeled gravity was interpolated from observed gravity values.
 GA0801
 GA0801;                    North         East    Units  Estimated Accuracy
 GA0801;SPC TN       -   240,590.      912,180.      MT  (+/- 180 meters Scaled)
 GA0801
 GA0801                          SUPERSEDED SURVEY CONTROL
 GA0801
 GA0801  NGVD 29 (??/??/92)  508.921  (m)         1669.68   (f) ADJ UNCH    2 0
 GA0801
 GA0801.Superseded values are not recommended for survey control.
 GA0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0801.See file dsdata.txt to determine how the superseded data were derived.
 GA0801
 GA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA640351(NAD 83)
 GA0801_MARKER: DR = REFERENCE MARK DISK
 GA0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0801_STAMPING: MILLER NO 2 1961
 GA0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0801+STABILITY: SURFACE MOTION
 GA0801
 GA0801  HISTORY     - Date     Condition        Report By
 GA0801  HISTORY     - 1961     MONUMENTED       CGS
 GA0801
 GA0801                          STATION DESCRIPTION
 GA0801
 GA0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0801'1.7 MI W FROM FORDTOWN.
 GA0801'THIS MARK IS LOCATED AT THE MILLER 1961 STATION SITE, 108 FT.
 GA0801'WEST OF THE STATION MARK, 32 FT. SOUTHWEST OF A 30-INCH TREE
 GA0801'STUMP, 7 FT. SOUTHEAST OF A WIRE FENCE, 6 FT. SOUTH OF A FORKED
 GA0801'TREE AND ABOUT 3 FT. BELOW THE LEVEL OF THE STATION.  THE DISK
 GA0801'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2607 ***********************************************************************
 FE2607  DESIGNATION -  MILLINGTON
 FE2607  PID         -  FE2607
 FE2607  STATE/COUNTY-  TN/SHELBY
 FE2607  USGS QUAD   -  MILLINGTON (1997)
 FE2607
 FE2607                         *CURRENT SURVEY CONTROL
 FE2607  ___________________________________________________________________
 FE2607* NAD 83(1995)-  35 20 44.93979(N)    089 54 19.63923(W)     ADJUSTED  
 FE2607* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 FE2607  ___________________________________________________________________
 FE2607  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FE2607  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2607
 FE2607  HORZ ORDER  -  THIRD
 FE2607
 FE2607.The horizontal coordinates were established by classical geodetic methods
 FE2607.and adjusted by the National Geodetic Survey in April 1999..
 FE2607
 FE2607.The orthometric height was scaled from a topographic map.
 FE2607
 FE2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2607
 FE2607.The geoid height was determined by GEOID03.
 FE2607
 FE2607;                    North         East     Units Scale Factor Converg.
 FE2607;SPC TN       -   119,417.392   245,084.305   MT  0.99998447   -2 17 11.1
 FE2607;SPC TN       -   391,788.56    804,080.76   sFT  0.99998447   -2 17 11.1
 FE2607;UTM  16      - 3,915,268.888   235,954.939   MT  1.00045929   -1 40 54.5
 FE2607
 FE2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2607!SPC TN       -   0.99999078  x   0.99998447  =   0.99997525
 FE2607!UTM  16      -   0.99999078  x   1.00045929  =   1.00045006
 FE2607
 FE2607:                Primary Azimuth Mark                     Grid Az
 FE2607:SPC TN       -  MILLINGTON AZ MK                         045 12 26.1
 FE2607:UTM  16      -  MILLINGTON AZ MK                         044 36 09.5
 FE2607
 FE2607|---------------------------------------------------------------------|
 FE2607| PID    Reference Object                     Distance      Geod. Az  |
 FE2607|                                                           dddmmss.s |
 FE2607| CG4591 MILLINGTON AZ MK                                   0425515.0 |
 FE2607| FE2603 MILLINGTON MUNICIPAL TANK           APPROX. 1.0 KM 1115901.4 |
 FE2607| CG4593 MILLINGTON 2 RM 4                                  2194240.5 |
 FE2607| CG4592 MILLINGTON RM 1                       6.803 METERS 22005     |
 FE2607| FE1388 MILLINGTON 2 RM 3                    10.709 METERS 23930     |
 FE2607| FE1387 MILLINGTON 2                          5.511 METERS 27407     |
 FE2607| FE1389 MILLINGTON RM 2                       6.918 METERS 34806     |
 FE2607|---------------------------------------------------------------------|
 FE2607
 FE2607                          SUPERSEDED SURVEY CONTROL
 FE2607
 FE2607  NAD 83(1995)-  35 20 44.94728(N)    089 54 19.64046(W) AD(       ) 3
 FE2607  NAD 83(1995)-  35 20 44.94786(N)    089 54 19.63998(W) AD(       ) 3
 FE2607  NAD 83(1986)-  35 20 44.95105(N)    089 54 19.64062(W) AD(       ) 3
 FE2607  NAD 27      -  35 20 44.64430(N)    089 54 19.33090(W) AD(       ) 3
 FE2607
 FE2607.Superseded values are not recommended for survey control.
 FE2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2607.See file dsdata.txt to determine how the superseded data were derived.
 FE2607
 FE2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3595515269(NAD 83)
 FE2607_MARKER: DS = TRIANGULATION STATION DISK
 FE2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2607
 FE2607  HISTORY     - Date     Condition        Report By
 FE2607  HISTORY     - 1958     MONUMENTED       CGS
 FE2607  HISTORY     - 1969     MARK NOT FOUND   USGS
 FE2607  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FE2607
 FE2607                          STATION DESCRIPTION
 FE2607
 FE2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2607'THE STATION IS ON THE WEST SIDE OF MILLINGTON AND ON THE NORTHWEST
 FE2607'SIDE OF U.S. HIGHWAY 51.  IT IS 57 FEET NORTH OF THE INTERSECTION OF
 FE2607'U.S. HIGHWAY 51 AND THE NORTHEAST DRIVEWAY TO THE HOWARD MANOR
 FE2607'CHRISTIAN HOME, 37 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 FE2607'51, 24 FEET NORTHEAST OF A TELEPHONE POLE AND 24 FEET NORTHEAST OF A
 FE2607'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2607'MILLINGTON 1958.
 FE2607'
 FE2607'TO REACH THE STATION FROM THE PEOPLES STATE BANK, AT THE WEST SIDE OF
 FE2607'MILLINGTON, GO NORTHEAST ON U.S. HIGHWAY 51 FOR 0.1 MILE TO THE
 FE2607'STATION ON THE LEFT, NORTHWEST, SIDE OF THE ROAD.
 FE2607'
 FE2607'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON U.S.
 FE2607'HIGHWAY 51 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FE2607'SOUTHEAST, SIDE OF THE ROAD.
 FE2607'
 FE2607'REFERENCE MARK 1 IS 51 FEET NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 FE2607'51 AND THE NORTHEAST DRIVEWAY TO THE HOWARD MANOR CHRISTIAN HOME, 36
 FE2607'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 51, 1 FOOT NORTHEAST
 FE2607'OF A TELEPHONE POLE AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.
 FE2607'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILLINGTON NO 1 1958.
 FE2607'
 FE2607'REFERENCE MARK 2 IS 54 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 FE2607'HIGHWAY 51, 42 FEET NORTH OF A TELEPHONE POLE AND 42 FEET NORTH
 FE2607'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2607'STAMPED MILLINGTON NO 2 1958.
 FE2607'
 FE2607'THE AZIMUTH MARK IS 27 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 FE2607'HIGHWAY 51, 25 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE SHEET
 FE2607'METAL BUILDING, 2 FEET SOUTH OF A POWERLINE POLE AND 3 FEET SOUTH OF
 FE2607'A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 FE2607'MILLINGTON 1958.
 FE2607'
 FE2607'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2607
 FE2607                          STATION RECOVERY (1969)
 FE2607
 FE2607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FE2607'STATION REPORTED NOT FOUND.
 FE2607
 FE2607                          STATION RECOVERY (1972)
 FE2607
 FE2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE2607'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH
 FE2607'MARK WERE RECOVERED IN APPARENT GOOD CONDITION.  THE SURFACE STATION
 FE2607'MARK AND REFERENCE MARK NO. 1 ARE KNOWN TO HAVE BEEN DESTROYED DURING
 FE2607'THE WIDENING AND FOUR-LANING OF U.S. HIGHWAY 51.  THE UNDERGROUND
 FE2607'STATION MARK WAS FOUND ABOUT 30-INCHES BELOW THE OILED SURFACE OF AN
 FE2607'EMERGENCY LANE ALONG THE HIGHWAY.  PERMISSION WAS OBTAINED FROM
 FE2607'THE TENNESSEE HIGHWAY DEPARTMENT TO DIG DOWN TO THE UNDERGROUND
 FE2607'STATION MARK, AFTER WHICH A NEW STATION MILLINGTON 2 1972, REFERENCE
 FE2607'MARK NO. 3, AND REFERENCE MARK NO. 4 (AZIMUTH MARK) WERE
 FE2607'ESTABLISHED.  THE TRIANGLE FORMED BY MILLINGTON 1958, MILLINGTON 2
 FE2607'1972 AND THE 1958 AZIMUTH MARK WAS THEN OCCUPIED AND CLOSED PLUS
 FE2607'01.9 SEC.  A TRAVERSE MEASUREMENT WAS MADE BETWEEN THE OLD STATION
 FE2607'MARK AND THE NEW STATION MARK, AND AFTER ALL WORK WAS COMPLETED, AND
 FE2607'THE RECORDS CHECKED, THE 1958 AZIMUTH MARK WHICH WOULD BE DESTROYED
 FE2607'BY FURTHER CONSTRUCTION WAS DESTROYED AND THE DISK REMOVED.  THE
 FE2607'ORIGINAL REFERENCE MARK NO. 2 WAS USED FOR THE NEW STATION, AND AN
 FE2607'ARROW WAS CHISELED ON IT POINTING TO THE NEW STATION, WHILE THE
 FE2607'CAST ARROW STILL POINTS TO THE MILLINGTON 1958 UNDERGROUND STATION
 FE2607'MARK.  IN CHECKING THE HORIZONTAL ANGLE OBSERVED THIS DATE BETWEEN
 FE2607'THE 1958 AZIMUTH MARK AND REFERENCE MARK NO. 2 AT THE OLD STATION,
 FE2607'AGAINST THE 1958 OBSERVATIONS IT CHECKED MINUS 03.3 SEC.  IN CHECKING
 FE2607'THE HORIZONTAL MEASURED DISTANCE BETWEEN THE OLD STATION AND
 FE2607'REFERENCE MARK NO. 2 A DISCREPANCY OF MINUS 0.01 OF A FOOT WAS NOTED.
 FE2607'
 FE2607'SEE DESCRIPTION FOR STATION MILLINGTON 2 1972.
 FE2607'
 FE2607'AZIMUTH MARK 1958 NOW DESTROYED.
 FE2607'
 FE2607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MILLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1387 ***********************************************************************
 FE1387  DESIGNATION -  MILLINGTON 2
 FE1387  PID         -  FE1387
 FE1387  STATE/COUNTY-  TN/SHELBY
 FE1387  USGS QUAD   -  MILLINGTON (1997)
 FE1387
 FE1387                         *CURRENT SURVEY CONTROL
 FE1387  ___________________________________________________________________
 FE1387* NAD 83(1995)-  35 20 44.95264(N)    089 54 19.85692(W)     ADJUSTED  
 FE1387* NAVD 88     -        86.084  (meters)     282.43   (feet)  ADJUSTED  
 FE1387  ___________________________________________________________________
 FE1387  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FE1387  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1387  DYNAMIC HT  -          86.008 (meters)     282.18  (feet)  COMP
 FE1387  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FE1387
 FE1387  HORZ ORDER  -  SECOND
 FE1387  VERT ORDER  -  FIRST     CLASS I
 FE1387
 FE1387.The horizontal coordinates were established by classical geodetic methods
 FE1387.and adjusted by the National Geodetic Survey in April 1999..
 FE1387
 FE1387.The orthometric height was determined by differential leveling
 FE1387.and adjusted by the National Geodetic Survey in June 1991..
 FE1387
 FE1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1387
 FE1387.The geoid height was determined by GEOID03.
 FE1387
 FE1387.The dynamic height is computed by dividing the NAVD 88
 FE1387.geopotential number by the normal gravity value computed on the
 FE1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1387.degrees latitude (g = 980.6199 gals.).
 FE1387
 FE1387.The modeled gravity was interpolated from observed gravity values.
 FE1387
 FE1387;                    North         East     Units Scale Factor Converg.
 FE1387;SPC TN       -   119,418.007   245,078.828   MT  0.99998447   -2 17 11.2
 FE1387;SPC TN       -   391,790.58    804,062.79   sFT  0.99998447   -2 17 11.2
 FE1387;UTM  16      - 3,915,269.445   235,949.453   MT  1.00045933   -1 40 54.6
 FE1387
 FE1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1387!SPC TN       -   0.99999077  x   0.99998447  =   0.99997524
 FE1387!UTM  16      -   0.99999077  x   1.00045933  =   1.00045010
 FE1387
 FE1387|---------------------------------------------------------------------|
 FE1387| PID    Reference Object                     Distance      Geod. Az  |
 FE1387|                                                           dddmmss.s |
 FE1387| FE1389 MILLINGTON RM 2                       7.566 METERS 03234     |
 FE1387| CG4591 MILLINGTON AZ MK                                   0431841.1 |
 FE1387| FE2607 MILLINGTON                            5.511 METERS 09407     |
 FE1387| FE2603 MILLINGTON MUNICIPAL TANK           APPROX. 1.0 KM 1115309.8 |
 FE1387| FE1388 MILLINGTON 2 RM 3                     6.918 METERS 21236     |
 FE1387| CG4593 MILLINGTON 2 RM 4                                  2192817.1 |
 FE1387|---------------------------------------------------------------------|
 FE1387
 FE1387                          SUPERSEDED SURVEY CONTROL
 FE1387
 FE1387  NAD 83(1995)-  35 20 44.96013(N)    089 54 19.85815(W) AD(       ) 2
 FE1387  NAD 83(1995)-  35 20 44.96071(N)    089 54 19.85766(W) AD(       ) 2
 FE1387  NAD 83(1986)-  35 20 44.96390(N)    089 54 19.85831(W) AD(       ) 2
 FE1387  NAD 27      -  35 20 44.65714(N)    089 54 19.54858(W) AD(       ) 2
 FE1387  NGVD 29 (??/??/??)   86.045  (m)          282.30   (f) ADJUSTED    1 1
 FE1387
 FE1387.Superseded values are not recommended for survey control.
 FE1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1387.See file dsdata.txt to determine how the superseded data were derived.
 FE1387
 FE1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3594915269(NAD 83)
 FE1387_MARKER: DS = TRIANGULATION STATION DISK
 FE1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1387_STAMPING: MILLINGTON 2 1972
 FE1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1387+STABILITY: SURFACE MOTION
 FE1387
 FE1387  HISTORY     - Date     Condition        Report By
 FE1387  HISTORY     - 1972     MONUMENTED       NGS
 FE1387  HISTORY     - 1974     GOOD             NGS
 FE1387  HISTORY     - 1974     GOOD             NGS
 FE1387  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1387
 FE1387                          STATION DESCRIPTION
 FE1387
 FE1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FE1387'THE STATION IS LOCATED AT THE WEST SIDE OF MILLINGTON ALONG THE
 FE1387'NORTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 51.
 FE1387'
 FE1387'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY 51 AND NAVY
 FE1387'ROAD IN THE CENTER OF THE MAIN BUSINESS SECTION OF MILLINGTON, GO
 FE1387'NORTHEASTERLY ON U.S. HIGHWAY 51 FOR 0.3 OF A MILE TO EASLEY ROAD AND
 FE1387'THE PEOPLES STATE BANK IN THE SOUTH ANGLE, CONTINUE NORTHEASTERLY ON
 FE1387'U.S. HIGHWAY 51 FOR ABOUT 0.05 OF A MILE TO THE STATION ON THE LEFT
 FE1387'NORTHEAST OF THE ENTRANCE INTO THE CARA-ANN MOTEL.
 FE1387'
 FE1387'THE STATION IS 50.5 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 FE1387'HIGHWAY 51, 50 FEET NORTHEAST OF A GUYED POWERLINE POLE, 44 FEET
 FE1387'NORTH-NORTHEAST OF THE NORTH ENTRANCE PILLAR INTO THE CARA-ANN MOTEL,
 FE1387'31.5 FEET SOUTHWEST OF A TELEPHONE POLE, 22.5 FEET NORTH OF A LAMP
 FE1387'POLE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND ABOUT
 FE1387'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A STANDARD DISK SET
 FE1387'IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1
 FE1387'INCH AND THE DISK IS STAMPED MILLINGTON 2 1972.
 FE1387'
 FE1387'MILLINGTON 1958 (UNDERGROUND MARK) IS 56 FEET NORTHEAST OF THE NORTH
 FE1387'ENTRANCE PILLAR OF THE CARA-ANN MOTEL, 36 FEET NORTHWEST OF THE
 FE1387'APPROXIMATE CENTER OF U.S. HIGHWAY 51, 34 FEET NORTHEAST OF THE LAMP
 FE1387'POLE, 24 FEET SOUTH OF THE TELEPHONE POLE, 1.5 FEET SOUTHEAST
 FE1387'OF THE NORTHWEST EDGE OF THE OILED PAVEMENT OF AN EMERGENCY LANE, AND
 FE1387'IS NOW ABOUT 30-INCHES BELOW THE SURFACE OF THE HIGHWAY.  A
 FE1387'STANDARD DISK STAMPED MILLINGTON 1958.
 FE1387'
 FE1387'REFERENCE MARK NO. 2 IS 73.5 FEET EAST-NORTHEAST OF A GUYED POWERLINE
 FE1387'POLE, 69 FEET NORTHEAST OF THE NORTH ENTRANCE PILLAR OF THE
 FE1387'CARA-ANN MOTEL, 47.5 FEET NORTHEAST OF THE LAMP POLE, 8.5 FEET
 FE1387'WEST-NORTHWEST OF THE TELEPHONE POLE, 1.0 FOOT SOUTHEAST OF A METAL
 FE1387'WITNESS POST AND SIGN, AND NEAR THE SOUTHEAST EDGE OF A CULTIVATED
 FE1387'FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 FE1387'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MILLINGTON NO 2
 FE1387'1958.
 FE1387'
 FE1387'REFERENCE MARK NO. 3 IS 53.5 FEET SOUTHWEST OF THE TELEPHONE POLE, 47
 FE1387'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 51, 30
 FE1387'FEET EAST-NORTHEAST OF THE GUYED POWERLINE POLE, 22 FEET NORTHEAST OF
 FE1387'THE NORTH ENTRANCE PILLAR INTO THE CARA-ANN MOTEL, 2.5 FEET
 FE1387'NORTHWEST OF THE LAMP POLE, AND IN A TENDED AREA.  IT IS A STANDARD
 FE1387'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 FE1387'PROJECTS 1 INCH AND THE DISK IS STAMPED MILLINGTON 2 NO 3 1972.
 FE1387'
 FE1387'DUE TO THE REFERENCE MARKS BEING VERY NEARLY IN A LINE ACROSS THE
 FE1387'STATION, THEY WERE NOT MEASURED BETWEEN.
 FE1387'
 FE1387'THE HORIZONTAL MEASURED DISTANCE BETWEEN MILLINGTON 1958 (UNDERGROUND
 FE1387'MARK) AND REFERENCE MARK NO. 2 IS 22.70 FEET-6.918 METERS.
 FE1387'
 FE1387'THE HORIZONTAL MEASURED DISTANCE BETWEEN MILLINGTON 1958 (UNDERGROUND
 FE1387'MARK) AND REFERENCE MARK NO. 3 IS 35.13 FEET - 10.709 METERS.
 FE1387'
 FE1387'REFERENCE MARK NO. 4 (AZIMUTH MARK) IS ABOUT 0.65 OF A MILE SOUTHWEST
 FE1387'OF THE STATION, 52 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER
 FE1387'OF U.S. HIGHWAY 51, 51.5 FEET SOUTHWEST OF A POWERLINE TRANSFORMER
 FE1387'POLE (2 POTS) NO 129020, 17 FEET NORTH-NORTHWEST OF A POWERLINE
 FE1387'POLE WHICH SUPPORTS HIGH POWER FUSES AND A BREAKER SWITCH NO 86335,
 FE1387'1.5 FEET EAST- NORTHEAST OF A LARGE SIGN IN FRONT OF AN
 FE1387'AMERICAN SERVICE CENTER, AND 0.6 OF A FOOT SOUTH-SOUTHWEST OF THE
 FE1387'NORTHEAST CORNER OF THE CONCRETE BASE OF THE SIGN, AND IN FRONT
 FE1387'OF A LARGE SERVICE STATION.  IT IS A STANDARD DISK CEMENTED IN A
 FE1387'DRILL HOLE IN THE 4X5 FOOT CONCRETE FOOTING FOR A LARGE SIGN, AND THE
 FE1387'DISK IS STAMPED MILLINGTON 2 1972.
 FE1387'
 FE1387'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 51
 FE1387'AND NAVY ROAD ABOUT 0.35 OF A MILE SOUTHWEST OF THE STATION, GO
 FE1387'SOUTHWESTERLY ON U.S. HIGHWAY 51 FOR 0.3 OF A MILE TO A LARGE
 FE1387'AMERICAN SERVICE CENTER ON THE LEFT AND THE MARK AS DESCRIBED.
 FE1387
 FE1387                          STATION RECOVERY (1974)
 FE1387
 FE1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1387'THE STATION, R.M. 2 AND 2 R.M. 3 WERE RECOVERED IN GOOD CONDITION AND
 FE1387'LEVELED OVER IN 1974.
 FE1387'
 FE1387'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND NAVY ROAD AT
 FE1387'MILLINGTON, GO 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 51.
 FE1387'
 FE1387'THE STATION IS A NGS TRIANGULATION STATION DISK, STAMPED MILLINGTON 2
 FE1387'1972.  122 YARDS NORTHEAST OF THE INTERSECTION OF EASLEY STREET, 146
 FE1387'FEET EAST OF THE EAST CORNER OF A STONE PORCH OF THE CARA ANN MOTEL,
 FE1387'38.8 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANES
 FE1387'OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A WITNESS POST, IN A CONCRETE
 FE1387'POST.
 FE1387'
 FE1387'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED MILLINGTON NO 2
 FE1387'1958, 25 FEET NORTHEAST OF THE STATION, IN A CONCRETE POST.
 FE1387'
 FE1387'R.M. 3 IS A NGS REFERENCE MARK DISK, STAMPED MILLINGTON 2 NO 3 1972,
 FE1387'22.8 FEET SOUTHWEST OF THE STATION, IN A CONCRETE POST.
 FE1387'
 FE1387'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MILLINGTON.
 FE1387
 FE1387                          STATION RECOVERY (1974)
 FE1387
 FE1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FE1387'AT MILLINGTON.
 FE1387'AT MILLINGTON, 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1387'JUNCTION WITH NAVY ROAD, 122 YARDS NORTHEAST OF THE INTERSECTION
 FE1387'OF EASLEY STREET, 146 FEET EAST OF THE EAST CORNER OF STONE
 FE1387'PORCH OF THE CARA-ANN MOTEL, 38.8 FEET NORTHWEST OF THE CENTER
 FE1387'LINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 51, 25 FEET SOUTHWEST
 FE1387'OF MILLINGTON 2 RM3, 22.8 FEET NORTHEAST OF MILLINGTON RM 2, 1
 FE1387'FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 FE1387'HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1387
 FE1387                          STATION RECOVERY (2002)
 FE1387
 FE1387'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1387'SUSPECTED DESTROYED DUE TO SHOPPING CENTER PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1388 ***********************************************************************
 FE1388  DESIGNATION -  MILLINGTON 2 RM 3
 FE1388  PID         -  FE1388
 FE1388  STATE/COUNTY-  TN/SHELBY
 FE1388  USGS QUAD   -  MILLINGTON (1997)
 FE1388
 FE1388                         *CURRENT SURVEY CONTROL
 FE1388  ___________________________________________________________________
 FE1388* NAD 83(1986)-  35 20 44.     (N)    089 54 19.     (W)     SCALED    
 FE1388* NAVD 88     -        86.103  (meters)     282.49   (feet)  ADJUSTED  
 FE1388  ___________________________________________________________________
 FE1388  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1388  DYNAMIC HT  -          86.027 (meters)     282.24  (feet)  COMP
 FE1388  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FE1388
 FE1388  VERT ORDER  -  FIRST     CLASS I
 FE1388
 FE1388.The horizontal coordinates were scaled from a topographic map and have
 FE1388.an estimated accuracy of +/- 6 seconds.
 FE1388
 FE1388.The orthometric height was determined by differential leveling
 FE1388.and adjusted by the National Geodetic Survey in June 1991..
 FE1388
 FE1388.The geoid height was determined by GEOID03.
 FE1388
 FE1388.The dynamic height is computed by dividing the NAVD 88
 FE1388.geopotential number by the normal gravity value computed on the
 FE1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1388.degrees latitude (g = 980.6199 gals.).
 FE1388
 FE1388.The modeled gravity was interpolated from observed gravity values.
 FE1388
 FE1388;                    North         East    Units  Estimated Accuracy
 FE1388;SPC TN       -   119,390.      245,100.      MT  (+/- 180 meters Scaled)
 FE1388
 FE1388                          SUPERSEDED SURVEY CONTROL
 FE1388
 FE1388  NGVD 29 (??/??/??)   86.064  (m)          282.36   (f) ADJUSTED    1 1
 FE1388
 FE1388.Superseded values are not recommended for survey control.
 FE1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1388.See file dsdata.txt to determine how the superseded data were derived.
 FE1388
 FE1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE359152(NAD 83)
 FE1388_MARKER: DR = REFERENCE MARK DISK
 FE1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1388_STAMPING: MILLINGTON 2 NO 3 1972
 FE1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1388+STABILITY: SURFACE MOTION
 FE1388
 FE1388  HISTORY     - Date     Condition        Report By
 FE1388  HISTORY     - 1972     MONUMENTED       NGS
 FE1388  HISTORY     - 1974     GOOD             NGS
 FE1388  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1388
 FE1388                          STATION DESCRIPTION
 FE1388
 FE1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1388'AT MILLINGTON.
 FE1388'AT MILLINGTON, 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1388'JUNCTION WITH NAVY ROAD, 114 YARDS NORTHEAST OF THE INTERSECTION
 FE1388'WITH EASLEY STREET, 130 FEET EAST OF THE EAST CORNER OF THE STONE
 FE1388'PORCH OF THE CARA-ANN MOTEL, 35 FEET NORTHWEST OF THE CENTER
 FE1388'LINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 51, 38.5 FEET
 FE1388'NORTHEAST OF THE CENTER LINE OF A PAVED DRIVE TO MOTEL, 30 FEET
 FE1388'EAST OF A POWER POLE AND TELEPHONE PEDASTAL, 22.8 FEET SOUTHWEST
 FE1388'OF MILLINGTON 2 1972 TRIANGULATION STATION, ABOUT LEVEL WITH THE
 FE1388'HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1388
 FE1388                          STATION RECOVERY (2002)
 FE1388
 FE1388'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1388'SUSPECTED DESTROYED DUE TO SHOPPING CENTER PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2602 ***********************************************************************
 FE2602  DESIGNATION -  MILLINGTON DUPONT CHEM S STACK
 FE2602  PID         -  FE2602
 FE2602  STATE/COUNTY-  TN/SHELBY
 FE2602  USGS QUAD   -  MILLINGTON (1997)
 FE2602
 FE2602                         *CURRENT SURVEY CONTROL
 FE2602  ___________________________________________________________________
 FE2602* NAD 83(1995)-  35 20 56.38746(N)    089 57 07.49219(W)     ADJUSTED  
 FE2602* NAVD 88     -                                                        
 FE2602  ___________________________________________________________________
 FE2602  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 FE2602  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FE2602
 FE2602  HORZ ORDER  -  THIRD
 FE2602
 FE2602.The horizontal coordinates were established by classical geodetic methods
 FE2602.and adjusted by the National Geodetic Survey in April 1999..
 FE2602
 FE2602
 FE2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2602
 FE2602.The geoid height was determined by GEOID03.
 FE2602
 FE2602;                    North         East     Units Scale Factor Converg.
 FE2602;SPC TN       -   119,939.996   240,863.627   MT  0.99998401   -2 18 49.3
 FE2602;SPC TN       -   393,503.14    790,233.42   sFT  0.99998401   -2 18 49.3
 FE2602;UTM  16      - 3,915,747.154   231,726.914   MT  1.00048704   -1 42 32.3
 FE2602;UTM  15      - 3,916,011.312   776,985.115   MT  1.00054559   +1 45 52.2
 FE2602
 FE2602                          SUPERSEDED SURVEY CONTROL
 FE2602
 FE2602  NAD 83(1995)-  35 20 56.39662(N)    089 57 07.49434(W) AD(       ) 4
 FE2602  NAD 83(1995)-  35 20 56.39721(N)    089 57 07.49291(W) AD(       ) 4
 FE2602  NAD 83(1986)-  35 20 56.39904(N)    089 57 07.49385(W) AD(       ) 4
 FE2602  NAD 27      -  35 20 56.08800(N)    089 57 07.17300(W) AD(       ) 3
 FE2602
 FE2602.Superseded values are not recommended for survey control.
 FE2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2602.See file dsdata.txt to determine how the superseded data were derived.
 FE2602
 FE2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3172715747(NAD 83)
 FE2602_MARKER: 63 = STACK
 FE2602
 FE2602  HISTORY     - Date     Condition        Report By
 FE2602  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2602
 FE2602                          STATION DESCRIPTION
 FE2602
 FE2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2602'THE STATION IS THE CENTER OF THE TOP OF THE SOUTH ONE OF TWO STACKS
 FE2602'OF THE DUPONT CHEMICAL CORPORATION POWDER PLANT LOCATED ABOUT 3
 FE2602'MILES WEST OF MILLINGTON, 0.3 MILE SOUTH OF SHELBY DRIVE AND 0.05
 FE2602'MILE EAST OF SHAKERAG ROAD.
 FE2602'
 FE2602'THE POWDER PLANT HAS BEEN TORN DOWN, THE CONCRETE FOUNDATIONS AND THE
 FE2602'TWO STACKS IS ALL THAT REMAINS OF THE INSTALLATION.  THE
 FE2602'PROPERTY IS NOW OWNED BY E.R. TYSON WHO LIVES ON ROBIN-HOOD ROAD IN
 FE2602'MEMPHIS.
 FE2602'
 FE2602'THE STACKS ARE CONSTRUCTED OF GREY CONCRETE AND ARE ABOUT 200 FEET
 FE2602'HIGH.
 FE2602'
 FE2602'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE WITH U.S.
 FE2602'HIGHWAY 51 AT THE SOUTHWEST EDGE OF MILLINGTON, GO WEST ON SHELBY
 FE2602'DRIVE FOR 2.7 MILE TO A JUNCTION WITH SHAKERAG ROAD.  TURN LEFT AND
 FE2602'GO SOUTHEAST ON SHAKERAG ROAD FOR 0.3 MILE TO A DRIVEWAY LEFT.
 FE2602'TURN LEFT AND GO EAST ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2603 ***********************************************************************
 FE2603  DESIGNATION -  MILLINGTON MUNICIPAL TANK
 FE2603  PID         -  FE2603
 FE2603  STATE/COUNTY-  TN/SHELBY
 FE2603  USGS QUAD   -  MILLINGTON (1997)
 FE2603
 FE2603                         *CURRENT SURVEY CONTROL
 FE2603  ___________________________________________________________________
 FE2603* NAD 83(1995)-  35 20 32.94973(N)    089 53 43.39536(W)     ADJUSTED  
 FE2603* NAVD 88     -                                                        
 FE2603  ___________________________________________________________________
 FE2603  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FE2603  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2603
 FE2603  HORZ ORDER  -  THIRD
 FE2603
 FE2603.The horizontal coordinates were established by classical geodetic methods
 FE2603.and adjusted by the National Geodetic Survey in April 1999..
 FE2603
 FE2603
 FE2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2603
 FE2603.The geoid height was determined by GEOID03.
 FE2603
 FE2603;                    North         East     Units Scale Factor Converg.
 FE2603;SPC TN       -   119,011.710   245,984.043   MT  0.99998497   -2 16 49.9
 FE2603;SPC TN       -   390,457.59    807,032.65   sFT  0.99998497   -2 16 49.9
 FE2603;UTM  16      - 3,914,872.536   236,859.334   MT  1.00045342   -1 40 33.0
 FE2603
 FE2603                          SUPERSEDED SURVEY CONTROL
 FE2603
 FE2603  NAD 83(1995)-  35 20 32.95764(N)    089 53 43.39684(W) AD(       ) 4
 FE2603  NAD 83(1995)-  35 20 32.95805(N)    089 53 43.39633(W) AD(       ) 4
 FE2603  NAD 83(1986)-  35 20 32.96105(N)    089 53 43.39677(W) AD(       ) 4
 FE2603  NAD 27      -  35 20 32.65400(N)    089 53 43.08200(W) AD(       ) 3
 FE2603
 FE2603.Superseded values are not recommended for survey control.
 FE2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2603.See file dsdata.txt to determine how the superseded data were derived.
 FE2603
 FE2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3685914873(NAD 83)
 FE2603_MARKER: 53 = ELEVATED TANK
 FE2603
 FE2603  HISTORY     - Date     Condition        Report By
 FE2603  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2603
 FE2603                          STATION DESCRIPTION
 FE2603
 FE2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2603'THE STATION IS THE FINIAL ON THE TOP OF THE WATER TANK.  THE TANK IS
 FE2603'PAINTED RED AND WHITE IN A CHECKERED PATTERN, 125 FEET HIGH AND
 FE2603'SUPPORTED BY A SEVEN LEGGED STRUCTURE THE SAME COLOR AS THE TANK.  IT
 FE2603'IS 118 FEET EAST OF THE NORTHEAST CORNER OF THE PUMPHOUSE, 74 FEET
 FE2603'NORTHEAST OF A FIVE FOOT OAK TREE AND IN AN L FORMED BY OAK PARK IN
 FE2603'MILLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1389 ***********************************************************************
 FE1389  DESIGNATION -  MILLINGTON RM 2
 FE1389  PID         -  FE1389
 FE1389  STATE/COUNTY-  TN/SHELBY
 FE1389  USGS QUAD   -  MILLINGTON (1997)
 FE1389
 FE1389                         *CURRENT SURVEY CONTROL
 FE1389  ___________________________________________________________________
 FE1389* NAD 83(1986)-  35 20 44.     (N)    089 54 19.     (W)     SCALED    
 FE1389* NAVD 88     -        86.274  (meters)     283.05   (feet)  ADJUSTED  
 FE1389  ___________________________________________________________________
 FE1389  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1389  DYNAMIC HT  -          86.198 (meters)     282.80  (feet)  COMP
 FE1389  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 FE1389
 FE1389  VERT ORDER  -  FIRST     CLASS I
 FE1389
 FE1389.The horizontal coordinates were scaled from a topographic map and have
 FE1389.an estimated accuracy of +/- 6 seconds.
 FE1389
 FE1389.The orthometric height was determined by differential leveling
 FE1389.and adjusted by the National Geodetic Survey in June 1991..
 FE1389
 FE1389.The geoid height was determined by GEOID03.
 FE1389
 FE1389.The dynamic height is computed by dividing the NAVD 88
 FE1389.geopotential number by the normal gravity value computed on the
 FE1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1389.degrees latitude (g = 980.6199 gals.).
 FE1389
 FE1389.The modeled gravity was interpolated from observed gravity values.
 FE1389
 FE1389;                    North         East    Units  Estimated Accuracy
 FE1389;SPC TN       -   119,390.      245,100.      MT  (+/- 180 meters Scaled)
 FE1389
 FE1389                          SUPERSEDED SURVEY CONTROL
 FE1389
 FE1389  NGVD 29 (??/??/??)   86.235  (m)          282.92   (f) ADJUSTED    1 1
 FE1389
 FE1389.Superseded values are not recommended for survey control.
 FE1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1389.See file dsdata.txt to determine how the superseded data were derived.
 FE1389
 FE1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE359152(NAD 83)
 FE1389_MARKER: DR = REFERENCE MARK DISK
 FE1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1389_STAMPING: MILLINGTON NO 2 1958
 FE1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1389+STABILITY: SURFACE MOTION
 FE1389
 FE1389  HISTORY     - Date     Condition        Report By
 FE1389  HISTORY     - 1958     MONUMENTED       CGS
 FE1389  HISTORY     - 1974     GOOD             NGS
 FE1389  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1389
 FE1389                          STATION DESCRIPTION
 FE1389
 FE1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1389'AT MILLINGTON.
 FE1389'AT MILLINGTON, 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 FE1389'JUNCTION WITH NAVY ROAD, 166 FEET EAST-NORTHEAST OF THE EAST
 FE1389'CORNER OF STONE PORCH OF THE CARA-ANN MOTEL, 42 FEET NORTHWEST
 FE1389'OF THE CENTER LINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 51, 25
 FE1389'FEET NORTHEAST OF MILLINGTON 2 1972, 1 FOOT SOUTHEAST OF A METAL
 FE1389'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A
 FE1389'CONCRETE POST PROJECTING 1-INCH.
 FE1389
 FE1389                          STATION RECOVERY (2002)
 FE1389
 FE1389'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1389'SUSPECTED DESTROYED DUE TO SHOPPING CENTER PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2604 ***********************************************************************
 FE2604  DESIGNATION -  MILLINGTON TANK
 FE2604  PID         -  FE2604
 FE2604  STATE/COUNTY-  TN/SHELBY
 FE2604  USGS QUAD   -  MILLINGTON (1997)
 FE2604
 FE2604                         *CURRENT SURVEY CONTROL
 FE2604  ___________________________________________________________________
 FE2604* NAD 83(1995)-  35 20 37.14487(N)    089 53 35.39101(W)     ADJUSTED  
 FE2604* NAVD 88     -                                                        
 FE2604  ___________________________________________________________________
 FE2604  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FE2604  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE2604
 FE2604  HORZ ORDER  -  THIRD
 FE2604
 FE2604.The horizontal coordinates were established by classical geodetic methods
 FE2604.and adjusted by the National Geodetic Survey in April 1999..
 FE2604
 FE2604
 FE2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2604
 FE2604.The geoid height was determined by GEOID03.
 FE2604
 FE2604;                    North         East     Units Scale Factor Converg.
 FE2604;SPC TN       -   119,132.853   246,191.145   MT  0.99998479   -2 16 45.2
 FE2604;SPC TN       -   390,855.04    807,712.11   sFT  0.99998479   -2 16 45.2
 FE2604;SPC AR N     -   114,134.777   591,496.425   MT  0.99994470   +1 13 33.5
 FE2604;SPC AR N     -   374,457.18  1,940,601.19   sFT  0.99994470   +1 13 33.5
 FE2604;UTM  16      - 3,914,995.916   237,065.242   MT  1.00045208   -1 40 28.5
 FE2604
 FE2604                          SUPERSEDED SURVEY CONTROL
 FE2604
 FE2604  NAD 83(1995)-  35 20 37.15658(N)    089 53 35.39352(W) AD(       ) 4
 FE2604  NAD 83(1995)-  35 20 37.15697(N)    089 53 35.39395(W) AD(       ) 4
 FE2604  NAD 83(1986)-  35 20 37.15723(N)    089 53 35.39264(W) AD(       ) 4
 FE2604  NAD 27      -  35 20 36.85100(N)    089 53 35.08000(W) AD(       ) 3
 FE2604
 FE2604.Superseded values are not recommended for survey control.
 FE2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2604.See file dsdata.txt to determine how the superseded data were derived.
 FE2604
 FE2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3706514996(NAD 83)
 FE2604_MARKER: 51 = TANK
 FE2604
 FE2604  HISTORY     - Date     Condition        Report By
 FE2604  HISTORY     - 1929     FIRST OBSERVED   CGS
 FE2604
 FE2604                          STATION DESCRIPTION
 FE2604
 FE2604'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0703 ***********************************************************************
 GC0703  DESIGNATION -  MILLS
 GC0703  PID         -  GC0703
 GC0703  STATE/COUNTY-  TN/DAVIDSON
 GC0703  USGS QUAD   -  HERMITAGE (1983)
 GC0703
 GC0703                         *CURRENT SURVEY CONTROL
 GC0703  ___________________________________________________________________
 GC0703* NAD 83(1995)-  36 10 03.57480(N)    086 36 08.89277(W)     ADJUSTED  
 GC0703* NAVD 88     -       178.488  (meters)     585.59   (feet)  ADJUSTED  
 GC0703  ___________________________________________________________________
 GC0703  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GC0703  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0703  DYNAMIC HT  -         178.337 (meters)     585.09  (feet)  COMP
 GC0703  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GC0703
 GC0703  HORZ ORDER  -  SECOND
 GC0703  VERT ORDER  -  SECOND    CLASS 0
 GC0703
 GC0703.The horizontal coordinates were established by classical geodetic methods
 GC0703.and adjusted by the National Geodetic Survey in April 1999..
 GC0703
 GC0703.The orthometric height was determined by differential leveling
 GC0703.and adjusted by the National Geodetic Survey in June 1991..
 GC0703
 GC0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0703
 GC0703.The geoid height was determined by GEOID03.
 GC0703
 GC0703.The dynamic height is computed by dividing the NAVD 88
 GC0703.geopotential number by the normal gravity value computed on the
 GC0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0703.degrees latitude (g = 980.6199 gals.).
 GC0703
 GC0703.The modeled gravity was interpolated from observed gravity values.
 GC0703
 GC0703;                    North         East     Units Scale Factor Converg.
 GC0703;SPC TN       -   203,685.114   545,796.500   MT  0.99996530   -0 21 09.8
 GC0703;SPC TN       -   668,256.91  1,790,667.35   sFT  0.99996530   -0 21 09.8
 GC0703;UTM  16      - 4,002,617.818   535,752.511   MT  0.99961575   +0 14 04.6
 GC0703
 GC0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0703!SPC TN       -   0.99997658  x   0.99996530  =   0.99994188
 GC0703!UTM  16      -   0.99997658  x   0.99961575  =   0.99959234
 GC0703
 GC0703|---------------------------------------------------------------------|
 GC0703| PID    Reference Object                     Distance      Geod. Az  |
 GC0703|                                                           dddmmss.s |
 GC0703| GC0705 MILLS RM 1                           26.368 METERS 03901     |
 GC0703| GC0706 MILLS AZ MK                                        0475438.3 |
 GC0703| GC0704 MILLS RM 2                           27.146 METERS 16028     |
 GC0703| GC2231 DONELSON CLOVER BOTTOM HOME TK      APPROX. 3.6 KM 2632427.1 |
 GC0703|---------------------------------------------------------------------|
 GC0703
 GC0703                          SUPERSEDED SURVEY CONTROL
 GC0703
 GC0703  NAD 83(1995)-  36 10 03.57709(N)    086 36 08.89519(W) AD(       ) 2
 GC0703  NAD 83(1995)-  36 10 03.57956(N)    086 36 08.89448(W) AD(       ) 2
 GC0703  NAD 83(1986)-  36 10 03.58499(N)    086 36 08.89531(W) AD(       ) 2
 GC0703  NAD 27      -  36 10 03.38400(N)    086 36 08.91110(W) AD(       ) 2
 GC0703  NGVD 29 (??/??/92)  178.524  (m)          585.71   (f) ADJ UNCH    2 0
 GC0703
 GC0703.Superseded values are not recommended for survey control.
 GC0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0703.See file dsdata.txt to determine how the superseded data were derived.
 GC0703
 GC0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3575302618(NAD 83)
 GC0703_MARKER: DE = TRAVERSE STATION DISK
 GC0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0703_STAMPING: MILLS 1960
 GC0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0703+STABILITY: SURFACE MOTION
 GC0703
 GC0703  HISTORY     - Date     Condition        Report By
 GC0703  HISTORY     - 1960     MONUMENTED       CGS
 GC0703  HISTORY     - 1960     GOOD             CGS
 GC0703
 GC0703                          STATION DESCRIPTION
 GC0703
 GC0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GC0703'THE STATION IS LOCATED ON THE PROPERTY OF MR. J.S. EARHART, ABOUT 3
 GC0703'1/2 MILES EAST OF DONELSON, ABOUT 0.8 MILE SOUTHEAST OF THE HERMITAGE
 GC0703'POST OFFICE, AND JUST NORTH OF THE GLEAVES CEMETERY.
 GC0703'
 GC0703'TO REACH THE STATION FROM THE POST OFFICE IN DONELSON, GO EAST AND
 GC0703'NORTHEAST ON U.S. HIGHWAY 70N FOR 2.5 MILES TO CENTRAL PIKE
 GC0703'ROAD ON THE RIGHT, JUST AFTER CROSSING STONES RIVER.  TURN RIGHT,
 GC0703'SOUTHEAST, AND GO 1.3 MILES TO A CROSSROAD, AND THE
 GC0703'HERMITAGE POST OFFICE ON THE RIGHT.  PROCEED EAST, ON CENTRAL PIKE
 GC0703'ROAD FOR 0.7 MILE TO AN ANGLING CROSSROAD*.  TURN RIGHT, SOUTH, ON
 GC0703'OLD HICKORY BOULEVARD AND GO 0.1 MILE TO A FORK.  KEEP RIGHT, ON
 GC0703'MILLS ROAD FOR 0.3 MILE AND STATION ON THE RIGHT.
 GC0703'
 GC0703'*TO REACH THE AZIMUTH MARK FROM ANGLING CROSSROAD, GO EAST, ON
 GC0703'CENTRAL PIKE ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GC0703'
 GC0703'THE STATION MARK IS A STANDARD TRAVERSE DISK, SET IN A CONCRETE
 GC0703'MONUMENT, STAMPED MILLS 1960, AND SET FLUSH.  IT IS 40 FEET NORTH
 GC0703'OF THE WIRE FENCE ON THE NORTH SIDE OF GLEAVES CEMETERY, 27 FEET WEST
 GC0703'OF THE CENTER OF MILLS ROAD, 10 FEET WEST OF A WIRE FENCE, AND 2.3
 GC0703'FEET NORTHEAST OF A WITNESS SIGN.
 GC0703'
 GC0703'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0703'STAMPED MILLS NO 1 1960, AND SET FLUSH.  IT IS 19 FEET EAST OF THE
 GC0703'CENTER OF MILLS ROAD, SET JUST WEST OF A WIRE FENCE, AND ABOUT 2 FEET
 GC0703'LOWER THAN THE STATION MARK.
 GC0703'
 GC0703'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0703'STAMPED MILLS NO 2 1960, AND SET FLUSH.  IT IS 14 FEET EAST OF THE
 GC0703'CENTER OF MILLS ROAD, 0.9 FEET WEST OF A FENCE CORNER POST, AND ABOUT
 GC0703'1 FOOT HIGHER THAN THE STATION MARK.
 GC0703'
 GC0703'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 GC0703'STAMPED MILLS 1960, AND SET FLUSH.  IT IS 76 FEET WEST OF A POWER
 GC0703'LINE POLE, 36 FEET SOUTH OF THE CENTER OF CENTRAL PIKE ROAD, 1.6 FEET
 GC0703'SOUTH OF A WITNESS SIGN, AND SET JUST NORTH OF A WIRE FENCE.
 GC0703'
 GC0703'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 GC0703
 GC0703                          STATION RECOVERY (1960)
 GC0703
 GC0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GC0703'8.1 MI SW FROM MOUNT JULIET.
 GC0703'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0703'ON A PAVED ROAD, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN
 GC0703'1.2 MILES SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON
 GC0703'A GRAVELED ROAD, THEN 3.7 MILES WEST ON CENTRAL PIKE ROAD, THEN
 GC0703'0.1 MILE SOUTH OF OLD HICKORY BLVD., THEN 0.3 MILE SOUTH ON MILLS
 GC0703'ROAD AND THE STATION ON THE RIGHT.  THE STATION MARK IS 40 FT.
 GC0703'NORTH OF THE WIRE FENCE ON THE NORTH SIDE OF GLEAVES CEMETERY,
 GC0703'27 FT. WEST OF THE CENTER OF MILLS ROAD, SET JUST WEST OF A WIRE
 GC0703'FENCE, AND 2.3 FT. NORTHEAST OF A WITNESS SIGN.  THE DISK IS SET
 GC0703'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0706 ***********************************************************************
 GC0706  DESIGNATION -  MILLS AZ MK
 GC0706  PID         -  GC0706
 GC0706  STATE/COUNTY-  TN/DAVIDSON
 GC0706  USGS QUAD   -  HERMITAGE (1983)
 GC0706
 GC0706                         *CURRENT SURVEY CONTROL
 GC0706  ___________________________________________________________________
 GC0706* NAD 83(1986)-  36 10 21.     (N)    086 35 45.     (W)     SCALED    
 GC0706* NAVD 88     -       159.756  (meters)     524.13   (feet)  ADJUSTED  
 GC0706  ___________________________________________________________________
 GC0706  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0706  DYNAMIC HT  -         159.621 (meters)     523.69  (feet)  COMP
 GC0706  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GC0706
 GC0706  VERT ORDER  -  SECOND    CLASS 0
 GC0706
 GC0706.The horizontal coordinates were scaled from a topographic map and have
 GC0706.an estimated accuracy of +/- 6 seconds.
 GC0706
 GC0706.The orthometric height was determined by differential leveling
 GC0706.and adjusted by the National Geodetic Survey in June 1991..
 GC0706
 GC0706.The geoid height was determined by GEOID03.
 GC0706
 GC0706.The dynamic height is computed by dividing the NAVD 88
 GC0706.geopotential number by the normal gravity value computed on the
 GC0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0706.degrees latitude (g = 980.6199 gals.).
 GC0706
 GC0706.The modeled gravity was interpolated from observed gravity values.
 GC0706
 GC0706;                    North         East    Units  Estimated Accuracy
 GC0706;SPC TN       -   204,220.      546,400.      MT  (+/- 180 meters Scaled)
 GC0706
 GC0706                          SUPERSEDED SURVEY CONTROL
 GC0706
 GC0706  NGVD 29 (??/??/92)  159.793  (m)          524.25   (f) ADJ UNCH    2 0
 GC0706
 GC0706.Superseded values are not recommended for survey control.
 GC0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0706.See file dsdata.txt to determine how the superseded data were derived.
 GC0706
 GC0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF363031(NAD 83)
 GC0706_MARKER: DZ = AZIMUTH MARK DISK
 GC0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0706_STAMPING: MILLS 1960
 GC0706_MARK LOGO: CGS   
 GC0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0706+STABILITY: SURFACE MOTION
 GC0706
 GC0706  HISTORY     - Date     Condition        Report By
 GC0706  HISTORY     - 1960     MONUMENTED       CGS
 GC0706
 GC0706                          STATION DESCRIPTION
 GC0706
 GC0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0706'7.4 MI SW FROM MOUNT JULIET.
 GC0706'FROM THE MT. JULIET HIGH SCHOOL IN MT. JULIET, GO 0.1 MILE NORTH
 GC0706'ON A PAVED ROAD, THEN 0.8 MILE EAST ON THE TENNESSEE CENTRAL
 GC0706'RAILWAY, THEN 0.3 MILE SOUTHWEST ACROSS A FIELD, THEN 1.2 MILES
 GC0706'SOUTH ON MT. JULIET ROAD, THEN 1.7 MILES SOUTHWEST ON A GRAVELED
 GC0706'ROAD, THEN 3.35 MILES WEST ON CENTRAL PIKE ROAD.  THE AZIMUTH
 GC0706'MARK IS ABOUT 0.05 MILE WEST OF THE T JUNCTION OF TULIP GROVE
 GC0706'ROAD AND CENTRAL PIKE ROAD, 76 FT. WEST OF A POWER LINE POLE, 36
 GC0706'FT. SOUTH OF THE CENTER OF CENTRAL PIKE ROAD, 1.6 FT. SOUTH OF
 GC0706'A WITNESS SIGN, AND JUST NORTH OF A WIRE FENCE.  THE DISK IS
 GC0706'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0705 ***********************************************************************
 GC0705  DESIGNATION -  MILLS RM 1
 GC0705  PID         -  GC0705
 GC0705  STATE/COUNTY-  TN/DAVIDSON
 GC0705  USGS QUAD   -  HERMITAGE (1983)
 GC0705
 GC0705                         *CURRENT SURVEY CONTROL
 GC0705  ___________________________________________________________________
 GC0705* NAD 83(1986)-  36 10 03.     (N)    086 36 08.     (W)     SCALED    
 GC0705* NAVD 88     -       176.944  (meters)     580.52   (feet)  ADJUSTED  
 GC0705  ___________________________________________________________________
 GC0705  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0705  DYNAMIC HT  -         176.795 (meters)     580.03  (feet)  COMP
 GC0705  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GC0705
 GC0705  VERT ORDER  -  SECOND    CLASS 0
 GC0705
 GC0705.The horizontal coordinates were scaled from a topographic map and have
 GC0705.an estimated accuracy of +/- 6 seconds.
 GC0705
 GC0705.The orthometric height was determined by differential leveling
 GC0705.and adjusted by the National Geodetic Survey in June 1991..
 GC0705
 GC0705.The geoid height was determined by GEOID03.
 GC0705
 GC0705.The dynamic height is computed by dividing the NAVD 88
 GC0705.geopotential number by the normal gravity value computed on the
 GC0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0705.degrees latitude (g = 980.6199 gals.).
 GC0705
 GC0705.The modeled gravity was interpolated from observed gravity values.
 GC0705
 GC0705;                    North         East    Units  Estimated Accuracy
 GC0705;SPC TN       -   203,670.      545,820.      MT  (+/- 180 meters Scaled)
 GC0705
 GC0705                          SUPERSEDED SURVEY CONTROL
 GC0705
 GC0705  NGVD 29 (??/??/92)  176.981  (m)          580.65   (f) ADJ UNCH    2 0
 GC0705
 GC0705.Superseded values are not recommended for survey control.
 GC0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0705.See file dsdata.txt to determine how the superseded data were derived.
 GC0705
 GC0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF357026(NAD 83)
 GC0705_MARKER: DR = REFERENCE MARK DISK
 GC0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0705_STAMPING: MILLS NO 1 1960
 GC0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0705+STABILITY: SURFACE MOTION
 GC0705
 GC0705  HISTORY     - Date     Condition        Report By
 GC0705  HISTORY     - 1960     MONUMENTED       CGS
 GC0705
 GC0705                          STATION DESCRIPTION
 GC0705
 GC0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0705'8.1 MI SW FROM MOUNT JULIET.
 GC0705'THIS MARK IS LOCATED AT THE MILLS 1960 STATION SITE, 86.5 FT.
 GC0705'NORTHEAST OF THE STATION MARK, 19 FT. EAST OF THE CENTER OF MILLS
 GC0705'ROAD, AND JUST WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A
 GC0705'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0704 ***********************************************************************
 GC0704  DESIGNATION -  MILLS RM 2
 GC0704  PID         -  GC0704
 GC0704  STATE/COUNTY-  TN/DAVIDSON
 GC0704  USGS QUAD   -  HERMITAGE (1983)
 GC0704
 GC0704                         *CURRENT SURVEY CONTROL
 GC0704  ___________________________________________________________________
 GC0704* NAD 83(1986)-  36 10 03.     (N)    086 36 08.     (W)     SCALED    
 GC0704* NAVD 88     -       179.416  (meters)     588.63   (feet)  ADJUSTED  
 GC0704  ___________________________________________________________________
 GC0704  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GC0704  DYNAMIC HT  -         179.265 (meters)     588.14  (feet)  COMP
 GC0704  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GC0704
 GC0704  VERT ORDER  -  SECOND    CLASS 0
 GC0704
 GC0704.The horizontal coordinates were scaled from a topographic map and have
 GC0704.an estimated accuracy of +/- 6 seconds.
 GC0704
 GC0704.The orthometric height was determined by differential leveling
 GC0704.and adjusted by the National Geodetic Survey in June 1991..
 GC0704
 GC0704.The geoid height was determined by GEOID03.
 GC0704
 GC0704.The dynamic height is computed by dividing the NAVD 88
 GC0704.geopotential number by the normal gravity value computed on the
 GC0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0704.degrees latitude (g = 980.6199 gals.).
 GC0704
 GC0704.The modeled gravity was interpolated from observed gravity values.
 GC0704
 GC0704;                    North         East    Units  Estimated Accuracy
 GC0704;SPC TN       -   203,670.      545,820.      MT  (+/- 180 meters Scaled)
 GC0704
 GC0704                          SUPERSEDED SURVEY CONTROL
 GC0704
 GC0704  NGVD 29 (??/??/92)  179.453  (m)          588.76   (f) ADJ UNCH    2 0
 GC0704
 GC0704.Superseded values are not recommended for survey control.
 GC0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0704.See file dsdata.txt to determine how the superseded data were derived.
 GC0704
 GC0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF357026(NAD 83)
 GC0704_MARKER: DR = REFERENCE MARK DISK
 GC0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0704_STAMPING: MILLS NO 2 1960
 GC0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0704+STABILITY: SURFACE MOTION
 GC0704
 GC0704  HISTORY     - Date     Condition        Report By
 GC0704  HISTORY     - 1960     MONUMENTED       CGS
 GC0704
 GC0704                          STATION DESCRIPTION
 GC0704
 GC0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0704'8.1 MI SW FROM MOUNT JULIET.
 GC0704'THIS MARK IS LOCATED AT THE MILLS 1960 STATION SITE, 89.1 FT.
 GC0704'SOUTHEAST OF THE STATION MARK, 14 FT. EAST OF THE CENTER OF
 GC0704'MILLS ROAD, 0.9 FT. WEST OF A FENCE CORNER POST, AND ABOUT 1 FT.
 GC0704'HIGHER THAN THE STATION MARK.  THE DISK IS SET IN TOP OF A
 GC0704'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1655 ***********************************************************************
 GD1655  DESIGNATION -  MILLSFIELD
 GD1655  PID         -  GD1655
 GD1655  STATE/COUNTY-  TN/DYER
 GD1655  USGS QUAD   -  MISTON (1983)
 GD1655
 GD1655                         *CURRENT SURVEY CONTROL
 GD1655  ___________________________________________________________________
 GD1655* NAD 83(1995)-  36 08 35.01035(N)    089 22 57.90434(W)     ADJUSTED  
 GD1655* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 GD1655  ___________________________________________________________________
 GD1655  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1655  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1655
 GD1655  HORZ ORDER  -  SECOND
 GD1655
 GD1655.The horizontal coordinates were established by classical geodetic methods
 GD1655.and adjusted by the National Geodetic Survey in April 1999..
 GD1655
 GD1655.The orthometric height was scaled from a topographic map.
 GD1655
 GD1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1655
 GD1655.The geoid height was determined by GEOID03.
 GD1655
 GD1655;                    North         East     Units Scale Factor Converg.
 GD1655;SPC TN       -   206,049.420   295,622.401   MT  0.99996290   -1 58 49.4
 GD1655;SPC TN       -   676,013.81    969,887.83   sFT  0.99996290   -1 58 49.4
 GD1655;UTM  16      - 4,002,445.985   285,617.864   MT  1.00016632   -1 24 21.2
 GD1655
 GD1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1655!SPC TN       -   0.99997979  x   0.99996290  =   0.99994269
 GD1655!UTM  16      -   0.99997979  x   1.00016632  =   1.00014610
 GD1655
 GD1655|---------------------------------------------------------------------|
 GD1655| PID    Reference Object                     Distance      Geod. Az  |
 GD1655|                                                           dddmmss.s |
 GD1655| GD2056 MILLSFIELD RM 1                      21.818 METERS 20900     |
 GD1655| GD2057 MILLSFIELD RM 2                      24.986 METERS 27657     |
 GD1655| GD2058 MILLSFIELD AZ MK                                   3343141.5 |
 GD1655|---------------------------------------------------------------------|
 GD1655
 GD1655                          SUPERSEDED SURVEY CONTROL
 GD1655
 GD1655  NAD 83(1995)-  36 08 35.01393(N)    089 22 57.90468(W) AD(       ) 2
 GD1655  NAD 83(1995)-  36 08 35.01418(N)    089 22 57.90453(W) AD(       ) 2
 GD1655  NAD 83(1986)-  36 08 35.02179(N)    089 22 57.90409(W) AD(       ) 2
 GD1655  NAD 27      -  36 08 34.77110(N)    089 22 57.64540(W) AD(       ) 2
 GD1655
 GD1655.Superseded values are not recommended for survey control.
 GD1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1655.See file dsdata.txt to determine how the superseded data were derived.
 GD1655
 GD1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8561802446(NAD 83)
 GD1655_MARKER: DS = TRIANGULATION STATION DISK
 GD1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1655
 GD1655  HISTORY     - Date     Condition        Report By
 GD1655  HISTORY     - 1959     MONUMENTED       CGS
 GD1655  HISTORY     - 1967     GOOD             CGS
 GD1655
 GD1655                          STATION DESCRIPTION
 GD1655
 GD1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1655'THE STATION IS ABOUT 7-1/2 MILES WEST-NORTHWEST OF NEWBERN, ABOUT 7
 GD1655'MILES NORTH OF DYERSBURG, IN THE VILLAGE OF MILLSFIELD, ABOUT 0.3
 GD1655'MILE NORTH OF THE MILLSFIELD SCHOOL AND ON THE PROPERTY OF MR.
 GD1655'CHARLEY PRICE.  IT IS 115 FEET WEST OF THE CENTERLINE OF A
 GD1655'CONCRETE ROAD, 84 FEET EAST OF A FENCE CORNER, 78 FEET NORTHEAST OF
 GD1655'THE NORTHWEST CORNER OF A FRAME HOUSE, 4 FEET SOUTHWEST OF A
 GD1655'WHITE WITNESS POST AND 2 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT
 GD1655'IS FLUSH AND THE DISK IS STAMPED MILLSFIELD 1959.
 GD1655'
 GD1655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND U.S.
 GD1655'HIGHWAY 51 BYPASS, IN THE NORTH EDGE OF DYERSBURG, GO WESTERLY ON
 GD1655'HIGHWAY 51 BYPASS FOR 0.9 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 GD1655'NORTH ON A CONCRETE ROAD FOR 5.9 MILES TO THE HOME OF MR. CHARLEY
 GD1655'PRICE ON THE LEFT AND THE STATION AS DESCRIBED.
 GD1655'
 GD1655'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE CONCRETE
 GD1655'ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST
 GD1655'ON A GRAVELED ROAD FOR 0.3 MILE TO THE HOME OF MR. DE WITT OZMENT ON
 GD1655'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 GD1655'
 GD1655'REFERENCE MARK 1 IS 10 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 GD1655'HOUSE AND 4 FEET NORTH OF THE NORTH SIDE OF THE HOUSE.  THE MONUMENT
 GD1655'IS FLUSH AND THE DISK IS STAMPED MILLSFIELD NO 1 1959.
 GD1655'
 GD1655'REFERENCE MARK 2 IS 84 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GD1655'HOUSE AND 3 FEET SOUTHEAST OF A FENCE CORNER.  THE MONUMENT IS FLUSH
 GD1655'AND THE DISK IS STAMPED MILLSFIELD NO 2 1959.
 GD1655'
 GD1655'THE AZIMUTH MARK IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GD1655'FRAME HOUSE, 18 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 1
 GD1655'FOOT EAST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1655'STAMPED MILLSFIELD 1959.
 GD1655'
 GD1655'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1655
 GD1655                          STATION RECOVERY (1967)
 GD1655
 GD1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1655'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 GD1655'CONDITION.
 GD1655'
 GD1655'DUE TO CHANGES IN THE STATION AREA, THE ORIGINAL DESCRIPTION IS NO
 GD1655'LONGER COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE
 GD1655'DESCRIPTION.
 GD1655'
 GD1655'THE STATION IS LOCATED ON THE PROPERTY OF MR. CHARLIE PRICE ABOUT 7.5
 GD1655'MILES WEST-NORTHWEST OF NEWBERN, 7 MILES NORTH OF DYERSBURG, 0.3
 GD1655'MILE NORTH OF THE MILLSFIELD SCHOOL IN THE SMALL COMMUNITY OF
 GD1655'MILLSFIELD.
 GD1655'
 GD1655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND U.S.
 GD1655'HIGHWAY 51 BYPASS AT THE NORTH EDGE OF DYERSBURG, GO WESTERLY ON
 GD1655'U.S.  HIGHWAY 51 BYPASS FOR 0.9 MILE TO A CROSSROAD.  HERE TURN RIGHT
 GD1655'AND GO NORTH ON A PAVED ROAD FOR 5.9 MILES TO THE HOME OF MR.
 GD1655'CHARLEY PRICE ON THE LEFT IN THE SMALL COMMUNITY OF MILLSFIELD
 GD1655'AND THE STATION AS DESCRIBED.
 GD1655'
 GD1655'THE STATION IS 115 FEET WEST OF THE APPROXIMATE CENTER OF THE PAVED
 GD1655'ROAD, 78 FEET NORTHEAST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 50
 GD1655'FEET WEST OF A POWERLINE TRANSFORMER POLE, 24 FEET WEST-NORTHWEST
 GD1655'OF A 10-INCH MIMOSA TREE, AND 0.7 OF A FOOT EAST OF A METAL WITNESS
 GD1655'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1655'11-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD1655'MILLSFIELD 1959.
 GD1655'
 GD1655'REFERENCE MARK NO. 1 IS 10 FEET NORTHEAST OF THE NORTHWEST CORNER
 GD1655'OF THE FRAME HOUSE AND 4 FEET NORTH OF THE NORTH SIDE OF THE HOUSE.
 GD1655'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, FLUSH,
 GD1655'CONCRETE MONUMENT AND THE DISK IS STAMPED MILLSFIELD NO 1 1959.
 GD1655'
 GD1655'REFERENCE MARK NO. 2 IS 84 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GD1655'THE FRAME HOUSE AND 8 FEET EAST OF A FENCE.  IT IS A STANDARD DISK
 GD1655'SET IN THE TOP OF AN 11-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GD1655'THE DISK IS STAMPED MILLSFIELD NO 2 1959.
 GD1655'
 GD1655'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1655'REFERENCE MARK NO. 2 IS 86.24 FEET - 26.286 METERS.
 GD1655'
 GD1655'THE AZIMUTH MARK IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GD1655'FRAME HOUSE, 18 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1655'ROAD, 1 FOOT EAST OF A FENCE CORNER POST, AND 0.8 OF A FOOT EAST OF
 GD1655'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1655'OF AN 11-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 GD1655'THE DISK IS STAMPED MILLSFIELD 1959.
 GD1655'
 GD1655'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A PAVED ROAD
 GD1655'FOR 0.1 MILE TO A GRAVELED SIDE ROAD LEFT, HERE TURN LEFT AND GO
 GD1655'NORTHWESTERLY ON THE GRAVELED ROAD FOR 0.3 MILE TO A FARM HOME ON
 GD1655'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 GD1655'
 GD1655'NOTE - THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2649 ***********************************************************************
 FB2649  DESIGNATION -  MILLSTONE GAP LOT
 FB2649  PID         -  FB2649
 FB2649  STATE/COUNTY-  TN/BLOUNT
 FB2649  USGS QUAD   -  WILDWOOD (1988)
 FB2649
 FB2649                         *CURRENT SURVEY CONTROL
 FB2649  ___________________________________________________________________
 FB2649* NAD 83(1995)-  35 45 54.22708(N)    083 45 30.96811(W)     ADJUSTED  
 FB2649* NAVD 88     -       868.8    (meters)    2850.     (feet)  VERTCON   
 FB2649  ___________________________________________________________________
 FB2649  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 FB2649  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB2649
 FB2649  HORZ ORDER  -  THIRD
 FB2649
 FB2649.The horizontal coordinates were established by classical geodetic methods
 FB2649.and adjusted by the National Geodetic Survey in April 1999..
 FB2649
 FB2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2649
 FB2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2649
 FB2649.The geoid height was determined by GEOID03.
 FB2649
 FB2649;                    North         East     Units Scale Factor Converg.
 FB2649;SPC TN       -   161,169.721   802,662.369   MT  0.99994912   +1 18 43.9
 FB2649;SPC TN       -   528,770.99  2,633,401.46   sFT  0.99994912   +1 18 43.9
 FB2649;UTM  17      - 3,961,401.556   250,607.615   MT  1.00036649   -1 36 47.3
 FB2649
 FB2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2649!SPC TN       -   0.99986838  x   0.99994912  =   0.99981751
 FB2649!UTM  17      -   0.99986838  x   1.00036649  =   1.00023483
 FB2649
 FB2649                          SUPERSEDED SURVEY CONTROL
 FB2649
 FB2649  NAD 83(1995)-  35 45 54.23101(N)    083 45 30.97626(W) AD(       ) 4
 FB2649  NAD 83(1986)-  35 45 54.22340(N)    083 45 30.97091(W) AD(       ) 4
 FB2649  NAD 27      -  35 45 53.88487(N)    083 45 31.35519(W) AD(       ) 3
 FB2649  NGVD 29 (07/19/86)  868.9    (m)         2851.     (f) VERT ANG       
 FB2649
 FB2649.Superseded values are not recommended for survey control.
 FB2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2649.See file dsdata.txt to determine how the superseded data were derived.
 FB2649
 FB2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5060861402(NAD 83)
 FB2649_MARKER: 57 = LOOKOUT TOWER
 FB2649
 FB2649  HISTORY     - Date     Condition        Report By
 FB2649  HISTORY     - 1963     FIRST OBSERVED   USGS
 FB2649  HISTORY     - 20030622 POOR             GEOCAC
 FB2649
 FB2649                          STATION DESCRIPTION
 FB2649
 FB2649'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2649'WALLAND, 0.2 MI N. OF POST OFFICE, ALONG STATE HIGHWAY 73 TO T-RD.
 FB2649'NE., TURN NE. RIGHT FOR 0.3 MI TO T-RD. N., TURN N. LEFT FOR 2.7
 FB2649'MI TO T-RD. NE., TURN NE. LEFT ON STATE FOREST SERVICE ROAD FOR 2.6
 FB2649'MI TO TOP, 48 FT STEEL TOWER DESIGNATED---MILLSTONE GAP LOOKOUT
 FB2649'TOWER---.
 FB2649
 FB2649                          STATION RECOVERY (2003)
 FB2649
 FB2649'RECOVERY NOTE BY GEOCACHING 2003 (KDJ)
 FB2649'CAP REMOVED, BUT PIN IS STILL IN PLACE.  TOWER IN GOOD CONDITION AND
 FB2649'MARK'S LOCATION APPARENT IN CONCRETE OF SOUTHEASTERN CORNER OF TOWER'S
 FB2649'PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0303 ***********************************************************************
 GC0303  DESIGNATION -  MINCE
 GC0303  PID         -  GC0303
 GC0303  STATE/COUNTY-  TN/SUMNER
 GC0303  USGS QUAD   -  BETHPAGE (1994)
 GC0303
 GC0303                         *CURRENT SURVEY CONTROL
 GC0303  ___________________________________________________________________
 GC0303* NAD 83(1986)-  36 29 09.     (N)    086 16 15.     (W)     SCALED    
 GC0303* NAVD 88     -       191.391  (meters)     627.92   (feet)  ADJUSTED  
 GC0303  ___________________________________________________________________
 GC0303  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0303  DYNAMIC HT  -         191.237 (meters)     627.42  (feet)  COMP
 GC0303  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GC0303
 GC0303  VERT ORDER  -  SECOND    CLASS 0
 GC0303
 GC0303.The horizontal coordinates were scaled from a topographic map and have
 GC0303.an estimated accuracy of +/- 6 seconds.
 GC0303
 GC0303.The orthometric height was determined by differential leveling
 GC0303.and adjusted by the National Geodetic Survey in June 1991..
 GC0303
 GC0303.The geoid height was determined by GEOID03.
 GC0303
 GC0303.The dynamic height is computed by dividing the NAVD 88
 GC0303.geopotential number by the normal gravity value computed on the
 GC0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0303.degrees latitude (g = 980.6199 gals.).
 GC0303
 GC0303.The modeled gravity was interpolated from observed gravity values.
 GC0303
 GC0303;                    North         East    Units  Estimated Accuracy
 GC0303;SPC TN       -   238,860.      575,730.      MT  (+/- 180 meters Scaled)
 GC0303
 GC0303                          SUPERSEDED SURVEY CONTROL
 GC0303
 GC0303  NGVD 29 (??/??/??)  191.50   (m)          628.3    (f) RESET       3  
 GC0303
 GC0303.Superseded values are not recommended for survey control.
 GC0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0303.See file dsdata.txt to determine how the superseded data were derived.
 GC0303
 GC0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF653380(NAD 83)
 GC0303_MARKER: DD = SURVEY DISK
 GC0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0303_STAMPING: MINCE 1961
 GC0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0303+STABILITY: SURFACE MOTION
 GC0303
 GC0303  HISTORY     - Date     Condition        Report By
 GC0303  HISTORY     - 1961     MONUMENTED       TNHD
 GC0303
 GC0303                          STATION DESCRIPTION
 GC0303
 GC0303'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0303'1 MI SE FROM BRANSFORD.
 GC0303'FROM THE JUNCTION OF STATE ROUTE 6 AND STATE ROUTE 10-A AT
 GC0303'BRANSFORD, GO SOUTHEAST ON STATE ROUTE 10-A FOR 1.15 MILES TO
 GC0303'THE STATION ON THE LEFT.  THE MARK IS LOCATED 33 FEET SOUTH OF
 GC0303'THE CENTERLINE OF A DRIVEWAY, 32 FEET NORTHEAST OF THE CENTERLINE
 GC0303'OF STATE ROUTE 10-A, 7 FEET WEST OF A POWER POLE, AND 2 FEET WEST
 GC0303'OF A WITNESS POST.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC0303'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2172 ***********************************************************************
 GC2172  DESIGNATION -  MINCE
 GC2172  PID         -  GC2172
 GC2172  STATE/COUNTY-  TN/SUMNER
 GC2172  USGS QUAD   -  BETHPAGE (1994)
 GC2172
 GC2172                         *CURRENT SURVEY CONTROL
 GC2172  ___________________________________________________________________
 GC2172* NAD 83(1995)-  36 29 09.54926(N)    086 16 14.99081(W)     ADJUSTED  
 GC2172* NAVD 88     -       191.2    (meters)     627.     (feet)  VERTCON   
 GC2172  ___________________________________________________________________
 GC2172  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GC2172  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2172
 GC2172  HORZ ORDER  -  SECOND
 GC2172
 GC2172.The horizontal coordinates were established by classical geodetic methods
 GC2172.and adjusted by the National Geodetic Survey in April 1999..
 GC2172
 GC2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2172
 GC2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2172
 GC2172.The geoid height was determined by GEOID03.
 GC2172
 GC2172;                    North         East     Units Scale Factor Converg.
 GC2172;SPC TN       -   238,874.476   575,731.315   MT  1.00001303   -0 09 30.8
 GC2172;SPC TN       -   783,707.34  1,888,878.49   sFT  1.00001303   -0 09 30.8
 GC2172;UTM  16      - 4,038,100.721   565,313.229   MT  0.99965256   +0 26 01.0
 GC2172
 GC2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2172!SPC TN       -   0.99997461  x   1.00001303  =   0.99998764
 GC2172!UTM  16      -   0.99997461  x   0.99965256  =   0.99962718
 GC2172
 GC2172|---------------------------------------------------------------------|
 GC2172| PID    Reference Object                     Distance      Geod. Az  |
 GC2172|                                                           dddmmss.s |
 GC2172| GC0304 MINCE RM 1                           19.748 METERS 17117     |
 GC2172| GC0301 MINCE AZ MK                                        3395459.3 |
 GC2172| GC0302 MINCE RM 2                           24.565 METERS 35807     |
 GC2172|---------------------------------------------------------------------|
 GC2172
 GC2172                          SUPERSEDED SURVEY CONTROL
 GC2172
 GC2172  NAD 83(1995)-  36 29 09.54996(N)    086 16 14.99172(W) AD(       ) 2
 GC2172  NAD 83(1995)-  36 29 09.55744(N)    086 16 14.99424(W) AD(       ) 2
 GC2172  NAD 83(1986)-  36 29 09.55921(N)    086 16 14.99422(W) AD(       ) 2
 GC2172  NAD 27      -  36 29 09.40220(N)    086 16 15.03270(W) AD(       ) 2
 GC2172  NGVD 29 (07/19/86)  191.3    (m)          628.     (f) VERT ANG       
 GC2172
 GC2172.Superseded values are not recommended for survey control.
 GC2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2172.See file dsdata.txt to determine how the superseded data were derived.
 GC2172
 GC2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF6531338101(NAD 83)
 GC2172_MARKER: DD = SURVEY DISK
 GC2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2172
 GC2172  HISTORY     - Date     Condition        Report By
 GC2172  HISTORY     - 1961     MONUMENTED       TNHD
 GC2172
 GC2172                          STATION DESCRIPTION
 GC2172
 GC2172'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2172'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF BRANSFORD.
 GC2172'
 GC2172'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 6 AND STATE
 GC2172'ROUTE 10-A AT BRANSFORD, GO SOUTHEAST ON STATE ROUTE 10-A FOR 1.15
 GC2172'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2172'
 GC2172'THE STATION IS 33 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 GC2172'32 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 10-A,
 GC2172'7 FEET WEST OF A POWER POLE, AND 2 FEET WEST OF A WITNESS POST.  THE
 GC2172'SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GC2172'DEPARTMENT DISKS, STAMPED MINCE 1961.  THE UNDERGROUND MARK IS ABOUT
 GC2172'30 INCHES BELOW THE SURFACE.  THE SURFACE MARK DISK IS SET IN A
 GC2172'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GC2172'
 GC2172'REFERENCE MARK NO. 1 IS 32 FEET NORTHEAST OF THE APPROXIMATE CENTER
 GC2172'OF STATE ROUTE 10-A.  THE MARK IS A STANDARD TENNESSEE
 GC2172'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GC2172'MONUMENT, AND THE DISK IS STAMPED MINCE RM-1 1961.
 GC2172'
 GC2172'REFERENCE MARK NO. 2 IS 43 FEET EAST OF THE APPROXIMATE CENTER OF
 GC2172'STATE ROUTE 10-A, 18 FEET NORTH OF A POWER POLE AND 7 FEET WEST OF A
 GC2172'FENCE.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET
 GC2172'IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT, AND THE DISK IS
 GC2172'STAMPED MINCE RM-2 1961.
 GC2172'
 GC2172'THE AZIMUTH MARK IS IN A BRIDGE ABUTMENT AND 20 FEET NORTHEAST OF
 GC2172'APPROXIMATE CENTER OF STATE ROUTE 10-A.  THE MARK IS A STANDARD
 GC2172'TENNESSEE HIGHWAY DEPARTMENT DISK CEMENTED IN A DRILLED HOLE FLUSH
 GC2172'WITH THE TOP OF THE ABUTMENT, AND THE DISK IS STAMPED MINCE AZI
 GC2172'1961.
 GC2172'
 GC2172'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON STATE
 GC2172'ROUTE 10-A FOR 0.35 MILE TO A BRIDGE AND THE MARK ON THE RIGHT AS
 GC2172'DESCRIBED.
 GC2172'
 GC2172'ALL OBSERVATIONS MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0301 ***********************************************************************
 GC0301  DESIGNATION -  MINCE AZ MK
 GC0301  PID         -  GC0301
 GC0301  STATE/COUNTY-  TN/SUMNER
 GC0301  USGS QUAD   -  BETHPAGE (1994)
 GC0301
 GC0301                         *CURRENT SURVEY CONTROL
 GC0301  ___________________________________________________________________
 GC0301* NAD 83(1986)-  36 29 26.     (N)    086 16 22.     (W)     SCALED    
 GC0301* NAVD 88     -       184.269  (meters)     604.56   (feet)  ADJUSTED  
 GC0301  ___________________________________________________________________
 GC0301  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0301  DYNAMIC HT  -         184.121 (meters)     604.07  (feet)  COMP
 GC0301  MODELED GRAV-     979,823.4   (mgal)                       NAVD 88
 GC0301
 GC0301  VERT ORDER  -  SECOND    CLASS 0
 GC0301
 GC0301.The horizontal coordinates were scaled from a topographic map and have
 GC0301.an estimated accuracy of +/- 6 seconds.
 GC0301
 GC0301.The orthometric height was determined by differential leveling
 GC0301.and adjusted by the National Geodetic Survey in June 1991..
 GC0301
 GC0301.The geoid height was determined by GEOID03.
 GC0301
 GC0301.The dynamic height is computed by dividing the NAVD 88
 GC0301.geopotential number by the normal gravity value computed on the
 GC0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0301.degrees latitude (g = 980.6199 gals.).
 GC0301
 GC0301.The modeled gravity was interpolated from observed gravity values.
 GC0301
 GC0301;                    North         East    Units  Estimated Accuracy
 GC0301;SPC TN       -   239,380.      575,560.      MT  (+/- 180 meters Scaled)
 GC0301
 GC0301                          SUPERSEDED SURVEY CONTROL
 GC0301
 GC0301  NGVD 29 (??/??/??)  184.38   (m)          604.9    (f) RESET       3  
 GC0301
 GC0301.Superseded values are not recommended for survey control.
 GC0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0301.See file dsdata.txt to determine how the superseded data were derived.
 GC0301
 GC0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF651386(NAD 83)
 GC0301_MARKER: DD = SURVEY DISK
 GC0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC0301_SP_SET: BRIDGE
 GC0301_STAMPING: MINCE AZI 1961
 GC0301_MARK LOGO: TNHD  
 GC0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC0301
 GC0301  HISTORY     - Date     Condition        Report By
 GC0301  HISTORY     - 1961     MONUMENTED       TNHD
 GC0301
 GC0301                          STATION DESCRIPTION
 GC0301
 GC0301'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0301'0.7 MI SE FROM BRANSFORD.
 GC0301'FROM THE JUNCTION STATE ROUTE 6 AND STATE ROUTE 10-A AT
 GC0301'BRANSFORD, GO SOUTHEAST ON STATE ROUTE 10-A FOR 0.65 MILE TO A
 GC0301'BRIDGE ON THE LEFT.  THE MARK IS LOCATED 20 FEET NORTHEAST OF
 GC0301'THE CENTERLINE OF STATE ROUTE 10-A AND IS CEMENTED IN A DRILLED
 GC0301'HOLE IN THE TOP OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0304 ***********************************************************************
 GC0304  DESIGNATION -  MINCE RM 1
 GC0304  PID         -  GC0304
 GC0304  STATE/COUNTY-  TN/SUMNER
 GC0304  USGS QUAD   -  BETHPAGE (1994)
 GC0304
 GC0304                         *CURRENT SURVEY CONTROL
 GC0304  ___________________________________________________________________
 GC0304* NAD 83(1986)-  36 29 09.     (N)    086 16 15.     (W)     SCALED    
 GC0304* NAVD 88     -       191.523  (meters)     628.36   (feet)  ADJUSTED  
 GC0304  ___________________________________________________________________
 GC0304  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0304  DYNAMIC HT  -         191.369 (meters)     627.85  (feet)  COMP
 GC0304  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GC0304
 GC0304  VERT ORDER  -  SECOND    CLASS 0
 GC0304
 GC0304.The horizontal coordinates were scaled from a topographic map and have
 GC0304.an estimated accuracy of +/- 6 seconds.
 GC0304
 GC0304.The orthometric height was determined by differential leveling
 GC0304.and adjusted by the National Geodetic Survey in June 1991..
 GC0304
 GC0304.The geoid height was determined by GEOID03.
 GC0304
 GC0304.The dynamic height is computed by dividing the NAVD 88
 GC0304.geopotential number by the normal gravity value computed on the
 GC0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0304.degrees latitude (g = 980.6199 gals.).
 GC0304
 GC0304.The modeled gravity was interpolated from observed gravity values.
 GC0304
 GC0304;                    North         East    Units  Estimated Accuracy
 GC0304;SPC TN       -   238,860.      575,730.      MT  (+/- 180 meters Scaled)
 GC0304
 GC0304                          SUPERSEDED SURVEY CONTROL
 GC0304
 GC0304  NGVD 29 (??/??/92)  191.599  (m)          628.60   (f) ADJ UNCH    2 0
 GC0304
 GC0304.Superseded values are not recommended for survey control.
 GC0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0304.See file dsdata.txt to determine how the superseded data were derived.
 GC0304
 GC0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF653380(NAD 83)
 GC0304_MARKER: DD = SURVEY DISK
 GC0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0304_STAMPING: MINCE RM-1 1961
 GC0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0304+STABILITY: SURFACE MOTION
 GC0304
 GC0304  HISTORY     - Date     Condition        Report By
 GC0304  HISTORY     - 1961     MONUMENTED       TNHD
 GC0304
 GC0304                          STATION DESCRIPTION
 GC0304
 GC0304'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0304'1 MI SE FROM BRANSFORD.
 GC0304'THIS MARK IS LOCATED AT THE MINCE 1961 STATION SITE, 32 FEET
 GC0304'NORTHEAST OF THE CENTERLINE OF STATE ROUTE 10-A, AND 64.8 FEET
 GC0304'SOUTH OF THE STATION.  THE MARK IS SET IN TOP OF A 10-INCH
 GC0304'SQUARE, CONCRETE POST FLUSH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0302 ***********************************************************************
 GC0302  DESIGNATION -  MINCE RM 2
 GC0302  PID         -  GC0302
 GC0302  STATE/COUNTY-  TN/SUMNER
 GC0302  USGS QUAD   -  BETHPAGE (1994)
 GC0302
 GC0302                         *CURRENT SURVEY CONTROL
 GC0302  ___________________________________________________________________
 GC0302* NAD 83(1986)-  36 29 10.     (N)    086 16 15.     (W)     SCALED    
 GC0302* NAVD 88     -       190.201  (meters)     624.02   (feet)  ADJUSTED  
 GC0302  ___________________________________________________________________
 GC0302  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0302  DYNAMIC HT  -         190.048 (meters)     623.52  (feet)  COMP
 GC0302  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 GC0302
 GC0302  VERT ORDER  -  SECOND    CLASS 0
 GC0302
 GC0302.The horizontal coordinates were scaled from a topographic map and have
 GC0302.an estimated accuracy of +/- 6 seconds.
 GC0302
 GC0302.The orthometric height was determined by differential leveling
 GC0302.and adjusted by the National Geodetic Survey in June 1991..
 GC0302
 GC0302.The geoid height was determined by GEOID03.
 GC0302
 GC0302.The dynamic height is computed by dividing the NAVD 88
 GC0302.geopotential number by the normal gravity value computed on the
 GC0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0302.degrees latitude (g = 980.6199 gals.).
 GC0302
 GC0302.The modeled gravity was interpolated from observed gravity values.
 GC0302
 GC0302;                    North         East    Units  Estimated Accuracy
 GC0302;SPC TN       -   238,890.      575,730.      MT  (+/- 180 meters Scaled)
 GC0302
 GC0302                          SUPERSEDED SURVEY CONTROL
 GC0302
 GC0302  NGVD 29 (??/??/92)  190.277  (m)          624.27   (f) ADJ UNCH    2 0
 GC0302
 GC0302.Superseded values are not recommended for survey control.
 GC0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0302.See file dsdata.txt to determine how the superseded data were derived.
 GC0302
 GC0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF653381(NAD 83)
 GC0302_MARKER: DD = SURVEY DISK
 GC0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0302_STAMPING: MINCE RM-2 1961
 GC0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0302+STABILITY: SURFACE MOTION
 GC0302
 GC0302  HISTORY     - Date     Condition        Report By
 GC0302  HISTORY     - 1961     MONUMENTED       TNHD
 GC0302
 GC0302                          STATION DESCRIPTION
 GC0302
 GC0302'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0302'1 MI SE FROM BRANSFORD.
 GC0302'THIS MARK IS LOCATED AT THE MINCE 1961 STATION SITE, 43 FEET
 GC0302'EAST OF THE CENTERLINE OF STATE ROUTE 10-A, 18 FEET NORTH OF A
 GC0302'POWER POLE, 7 FEET WEST OF A FENCE AND 80.6 FEET NORTH OF THE
 GC0302'STATION.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 GC0302'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1276 ***********************************************************************
 FC1276  DESIGNATION -  MISSIONARY
 FC1276  PID         -  FC1276
 FC1276  STATE/COUNTY-  TN/HAMILTON
 FC1276  USGS QUAD   -  CHATTANOOGA (1976)
 FC1276
 FC1276                         *CURRENT SURVEY CONTROL
 FC1276  ___________________________________________________________________
 FC1276* NAD 83(1995)-  35 00 46.38264(N)    085 16 03.70367(W)     ADJUSTED  
 FC1276* NAVD 88     -       343.884  (meters)    1128.23   (feet)  ADJUSTED  
 FC1276  ___________________________________________________________________
 FC1276  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 FC1276  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1276  DYNAMIC HT  -         343.546 (meters)    1127.12  (feet)  COMP
 FC1276  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 FC1276
 FC1276  HORZ ORDER  -  THIRD
 FC1276  VERT ORDER  -  SECOND    CLASS 0
 FC1276
 FC1276.The horizontal coordinates were established by classical geodetic methods
 FC1276.and adjusted by the National Geodetic Survey in April 1999..
 FC1276
 FC1276.The orthometric height was determined by differential leveling
 FC1276.and adjusted by the National Geodetic Survey in June 1991..
 FC1276
 FC1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1276
 FC1276.The geoid height was determined by GEOID03.
 FC1276
 FC1276.The dynamic height is computed by dividing the NAVD 88
 FC1276.geopotential number by the normal gravity value computed on the
 FC1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1276.degrees latitude (g = 980.6199 gals.).
 FC1276
 FC1276.The modeled gravity was interpolated from observed gravity values.
 FC1276
 FC1276;                    North         East     Units Scale Factor Converg.
 FC1276;SPC TN       -    75,647.651   666,842.999   MT  1.00005030   +0 25 43.4
 FC1276;SPC TN       -   248,187.33  2,187,800.74   sFT  1.00005030   +0 25 43.4
 FC1276;SPC GA W     -   556,407.292   599,512.772   MT  1.00002441   -0 37 54.4
 FC1276;SPC GA W     - 1,825,479.59  1,966,901.49   sFT  1.00002441   -0 37 54.4
 FC1276;UTM  16      - 3,875,843.058   658,059.170   MT  0.99990791   +0 59 38.9
 FC1276
 FC1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1276!SPC TN       -   0.99995069  x   1.00005030  =   1.00000099
 FC1276!SPC GA W     -   0.99995069  x   1.00002441  =   0.99997510
 FC1276!UTM  16      -   0.99995069  x   0.99990791  =   0.99985860
 FC1276
 FC1276|---------------------------------------------------------------------|
 FC1276| PID    Reference Object                     Distance      Geod. Az  |
 FC1276|                                                           dddmmss.s |
 FC1276| FC1275 MISSIONARY RM 2                      22.506 METERS 00156     |
 FC1276| FC1277 MISSIONARY RM 1                      24.904 METERS 18347     |
 FC1276| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX.11.1 KM 2415230.1 |
 FC1276| FC1280 MISSIONARY AZ MK                                   2922535.0 |
 FC1276|---------------------------------------------------------------------|
 FC1276
 FC1276                          SUPERSEDED SURVEY CONTROL
 FC1276
 FC1276  NAD 83(1995)-  35 00 46.38315(N)    085 16 03.70377(W) AD(       ) 3
 FC1276  NAD 83(1995)-  35 00 46.38297(N)    085 16 03.70653(W) AD(       ) 3
 FC1276  NAD 83(1995)-  35 00 46.38361(N)    085 16 03.70449(W) AD(       ) 3
 FC1276  NAD 83(1986)-  35 00 46.38384(N)    085 16 03.70401(W) AD(       ) 3
 FC1276  NAD 27      -  35 00 46.11500(N)    085 16 03.86100(W) AD(       ) 3
 FC1276  NGVD 29 (??/??/92)  343.897  (m)         1128.27   (f) ADJ UNCH    2 0
 FC1276
 FC1276.Superseded values are not recommended for survey control.
 FC1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1276.See file dsdata.txt to determine how the superseded data were derived.
 FC1276
 FC1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5805975843(NAD 83)
 FC1276_MARKER: DS = TRIANGULATION STATION DISK
 FC1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1276_STAMPING: MISSIONARY 1934
 FC1276_MARK LOGO: CGS   
 FC1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1276+STABILITY: SURFACE MOTION
 FC1276
 FC1276  HISTORY     - Date     Condition        Report By
 FC1276  HISTORY     - 1934     MONUMENTED       CGS
 FC1276  HISTORY     - 1962     GOOD             CGS
 FC1276  HISTORY     - 1962     GOOD             NGS
 FC1276  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 FC1276
 FC1276                          STATION DESCRIPTION
 FC1276
 FC1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FC1276'IN CHATTANOOGA, ON MISSIONARY RIDGE, ON CITY WATER COMPANY PROPERTY,
 FC1276'50 FEET WEST OF LARGE STEEL STANDPIPE, 40 FEET EAST-SOUTHEAST OF
 FC1276'18-INCH OAK TREE, AND ABOUT 2 FEET NORTH OF SOUTH PROPERTY LINE.
 FC1276'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 FC1276'CONCRETE. REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FC1276'REFERENCE DISKS IN CONCRETE. NO. 1 IS IN FRONT YARD
 FC1276'OF JOHN CUNIO, 6 FEET NORTHWEST OF HIS HOUSE, AND 81.80 FEET FROM
 FC1276'STATION. NO. 2 IS IN SAME LOT AS STATION
 FC1276'AND ON DOWN-HILL SLOPE FROM IT, ON CITY WATER COMPANY PROPERTY, AND
 FC1276'73.84 FEET FROM STATION. AZIMUTH MARK IS
 FC1276'DIAGONALLY ACROSS STREET FROM UNITED CHURCH OF GOD, 85 YARDS SOUTH
 FC1276'OF TWENTY-THIRD STREET, 14 FEET WEST OF CENTER LINE OF LYLERY STREET,
 FC1276'AND ABOUT 1.0 MILE FROM STATION.
 FC1276'SEC.
 FC1276
 FC1276                          STATION RECOVERY (1962)
 FC1276
 FC1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1276'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE
 FC1276'RECOVERED IN GOOD CONDITION. MR. CUNEO REQUESTED THAT THE STATION
 FC1276'MARK BE LOWERED. THE STATION MARK WAS LOWERED BY THIS PARTY AND THE
 FC1276'EXACT POSITION WAS HELD.
 FC1276'
 FC1276'A NEW AND COMPLETE DESCRIPTION IS AS FOLLOWS.
 FC1276'
 FC1276'THE STATION IS LOCATED IN CHATTANOOGA ON MISSIONARY RIDGE ABOUT 1/4
 FC1276'MILE NORTH OF THE U.S. HIGHWAY 41 TUNNELS ON THE PROPERTY OF MR.
 FC1276'JOHN CUNEO.
 FC1276'
 FC1276'TO REACH THE STATION FROM THE EAST RIDGE POST OFFICE ON U.S. HIGHWAY
 FC1276'41, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 0.75 MILE TO A Y, THIS IS
 FC1276'OLD U.S. HIGHWAY 41 WHICH GOES OVER MISSIONARY RIDGE, KEEP RIGHT AND
 FC1276'GO 0.35 MILE TO THE TOP OF THE RIDGE AND JUNCTION OF SOUTH CREST
 FC1276'ROAD, TURN RIGHT AND GO 0.25 MILE TO A Y, KEEP RIGHT UP HILL FOR 0.15
 FC1276'MILE TO A STANDPIPE AND THE STATION ON THE LEFT.
 FC1276'
 FC1276'THE STATION IS 62 FEET WEST OF A LARGE STANDPIPE, 57 FEET EAST OF THE
 FC1276'APPROXIMATE CENTER OF SOUTH CREST ROAD AND 56 FEET NORTHWEST OF
 FC1276'THE NORTHWEST CORNER OF MR. CUNEOS HOUSE. THE MARK IS SET IN A
 FC1276'SQUARE CONCRETE MONUMENT, FLUSH, AND THE DISK IS STAMPED MISSIONARY
 FC1276'1934 1962.
 FC1276'
 FC1276'REFERENCE MARK NO. 1 IS 8 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FC1276'MR. CUNEOS FRONT PORCH. THE MARK IS SET IN A SQUARE CONCRETE
 FC1276'MONUMENT, PROJECTING 10 INCHES, AND THE DISK IS STAMPED MISSIONARY NO
 FC1276'1 1934.
 FC1276'
 FC1276'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE APPROXIMATE CENTER OF
 FC1276'SOUTH CREST ROAD. THE MARK IS SET IN A SQUARE CONCRETE MONUMENT,
 FC1276'PROJECTING 4 INCHES, AND THE DISK IS STAMPED MISSIONARY NO 2 1934.
 FC1276'
 FC1276'THE AZIMUTH MARK IS ABOUT 85 YARDS SOUTH OF 23RD. STREET, 35 FEET
 FC1276'WEST OF POWER POLE NO. C 8171, 29 FEET NORTHEAST OF THE NORTHEAST
 FC1276'CORNER OF HOUSE NO. 2317 AND 14 FEET WEST OF THE APPROXIMATE CENTER
 FC1276'OF SEVENTH AVENUE. IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC1276'MONUMENT, FLUSH, AND IS STAMPED MISSIONARY 1934.
 FC1276'
 FC1276'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF DODDS AVENUE AND 23RD.
 FC1276'STREET, GO WEST ON 23RD. STREET FOR 0.2 MILE TO SEVENTH AVENUE ON
 FC1276'THE LEFT, TURN LEFT ON SEVENTH AVENUE AND GO 0.05 MILE TO TO THE
 FC1276'AZIMUTH MARK ON THE RIGHT.
 FC1276
 FC1276                          STATION RECOVERY (1962)
 FC1276
 FC1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FC1276'IN CHATTANOOGA.
 FC1276'TO REACH THE STATION FROM THE JUNCTION OF DODDS AVENUE AND EAST
 FC1276'MAIN STREET GO EAST ON EAST MAIN STREET FOR 1.0 MILE TO THE TOP
 FC1276'OF MISSIONARY RIDGE, THENCE SOUTH ON CREST ROAD FOR 0.65 MILE TO
 FC1276'THE STATION SET IN THE LAWN OF MR. JOHN CUNEO, 65 FEET WEST OF
 FC1276'A LARGE WATER TANK, 57 FEET EAST OF THE CENTER OF CREST ROAD, 56
 FC1276'FEET NORTHWEST OF THE NORTHWEST CORNER OF JOHN CUNEOS HOUSE, A
 FC1276'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 FC1276'POST, FLUSH WITH THE GROUND.
 FC1276
 FC1276                          STATION RECOVERY (2004)
 FC1276
 FC1276'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1276'NEITHER MARK NOR CONCRETE POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1280 ***********************************************************************
 FC1280  DESIGNATION -  MISSIONARY AZ MK
 FC1280  PID         -  FC1280
 FC1280  STATE/COUNTY-  TN/HAMILTON
 FC1280  USGS QUAD   -  CHATTANOOGA (1976)
 FC1280
 FC1280                         *CURRENT SURVEY CONTROL
 FC1280  ___________________________________________________________________
 FC1280* NAD 83(1986)-  35 00 59.     (N)    085 16 38.     (W)     SCALED    
 FC1280* NAVD 88     -       202.807  (meters)     665.38   (feet)  ADJUSTED  
 FC1280  ___________________________________________________________________
 FC1280  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FC1280  DYNAMIC HT  -         202.607 (meters)     664.72  (feet)  COMP
 FC1280  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 FC1280
 FC1280  VERT ORDER  -  SECOND    CLASS 0
 FC1280
 FC1280.The horizontal coordinates were scaled from a topographic map and have
 FC1280.an estimated accuracy of +/- 6 seconds.
 FC1280
 FC1280.The orthometric height was determined by differential leveling
 FC1280.and adjusted by the National Geodetic Survey in June 1991..
 FC1280
 FC1280.The geoid height was determined by GEOID03.
 FC1280
 FC1280.The dynamic height is computed by dividing the NAVD 88
 FC1280.geopotential number by the normal gravity value computed on the
 FC1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1280.degrees latitude (g = 980.6199 gals.).
 FC1280
 FC1280.The modeled gravity was interpolated from observed gravity values.
 FC1280
 FC1280;                    North         East    Units  Estimated Accuracy
 FC1280;SPC TN       -    76,030.      665,970.      MT  (+/- 180 meters Scaled)
 FC1280
 FC1280                          SUPERSEDED SURVEY CONTROL
 FC1280
 FC1280  NGVD 29 (??/??/92)  202.826  (m)          665.44   (f) ADJ UNCH    2 0
 FC1280
 FC1280.Superseded values are not recommended for survey control.
 FC1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1280.See file dsdata.txt to determine how the superseded data were derived.
 FC1280
 FC1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD571762(NAD 83)
 FC1280_MARKER: DZ = AZIMUTH MARK DISK
 FC1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1280_STAMPING: MISSIONARY 1934
 FC1280_MARK LOGO: CGS   
 FC1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1280+STABILITY: SURFACE MOTION
 FC1280
 FC1280  HISTORY     - Date     Condition        Report By
 FC1280  HISTORY     - 1934     MONUMENTED       CGS
 FC1280  HISTORY     - 1962     GOOD             NGS
 FC1280  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 FC1280
 FC1280                          STATION DESCRIPTION
 FC1280
 FC1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1280'IN CHATTANOOGA.
 FC1280'TO REACH THE MARK FROM THE BRIDGE OVER BROAD STREET ON THE
 FC1280'INTERSTATE HIGHWAY GO SOUTHEAST ON THE INTERSTATE HIGHWAY FOR 0.95
 FC1280'MILE TO 23RD STREET, THENCE SOUTHEAST 1.5 MILES TO 7TH AVENUE,
 FC1280'THENCE SOUTH ON 7TH AVENUE FOR 250 FEET TO HOUSE 2317 AND THE
 FC1280'MARK ON THE RIGHT, 34.9 FEET WEST OF POWER LINE POLE 8171,
 FC1280'29 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE 2317, 14 FEET WEST
 FC1280'OF 7TH AVENUE.  A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 FC1280'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE
 FC1280'TOP OF THE ROAD.
 FC1280
 FC1280                          STATION RECOVERY (2004)
 FC1280
 FC1280'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1280'MARK NOT FOUND.  7TH AVENUE AND HOUSE 2317 NO LONGER EXIST BETWEEN
 FC1280'23RD AND 24TH STREETS, AS A FREEWAY HAS BEEN CONSTRUCTED RIGHT THROUGH
 FC1280'THAT LOCATION.  250 FEET SOUTH OF 23RD STREET IS UNDER THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1871 ***********************************************************************
 FC1871  DESIGNATION -  MISSIONARY RIDGE LGE STANDPIPE
 FC1871  PID         -  FC1871
 FC1871  STATE/COUNTY-  TN/HAMILTON
 FC1871  USGS QUAD   -  CHATTANOOGA (1976)
 FC1871
 FC1871                         *CURRENT SURVEY CONTROL
 FC1871  ___________________________________________________________________
 FC1871* NAD 83(1995)-  35 00 45.97263(N)    085 16 02.95699(W)     ADJUSTED  
 FC1871* NAVD 88     -                                                        
 FC1871  ___________________________________________________________________
 FC1871  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 FC1871  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1871
 FC1871  HORZ ORDER  -  THIRD
 FC1871
 FC1871.The horizontal coordinates were established by classical geodetic methods
 FC1871.and adjusted by the National Geodetic Survey in April 1999..
 FC1871
 FC1871
 FC1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1871
 FC1871.The geoid height was determined by GEOID03.
 FC1871
 FC1871;                    North         East     Units Scale Factor Converg.
 FC1871;SPC TN       -    75,635.157   666,862.025   MT  1.00005033   +0 25 43.8
 FC1871;SPC TN       -   248,146.34  2,187,863.16   sFT  1.00005033   +0 25 43.8
 FC1871;SPC GA W     -   556,394.449   599,531.563   MT  1.00002436   -0 37 54.0
 FC1871;SPC GA W     - 1,825,437.45  1,966,963.14   sFT  1.00002436   -0 37 54.0
 FC1871;UTM  16      - 3,875,830.754   658,078.316   MT  0.99990798   +0 59 39.3
 FC1871
 FC1871                          SUPERSEDED SURVEY CONTROL
 FC1871
 FC1871  NAD 83(1995)-  35 00 45.97300(N)    085 16 02.95708(W) AD(       ) 4
 FC1871  NAD 83(1995)-  35 00 45.97323(N)    085 16 02.95976(W) AD(       ) 4
 FC1871  NAD 83(1995)-  35 00 45.97378(N)    085 16 02.95758(W) AD(       ) 4
 FC1871  NAD 83(1986)-  35 00 45.97440(N)    085 16 02.95637(W) AD(       ) 4
 FC1871  NAD 27      -  35 00 45.70900(N)    085 16 03.11400(W) AD(       ) 3
 FC1871
 FC1871.Superseded values are not recommended for survey control.
 FC1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1871.See file dsdata.txt to determine how the superseded data were derived.
 FC1871
 FC1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5807875831(NAD 83)
 FC1871_MARKER: 52 = STANDPIPE TANK
 FC1871
 FC1871  HISTORY     - Date     Condition        Report By
 FC1871  HISTORY     - 1934     FIRST OBSERVED   CGS
 FC1871  HISTORY     - 1957     GOOD             CGS
 FC1871  HISTORY     - 1958     GOOD             CGS
 FC1871
 FC1871                          STATION DESCRIPTION
 FC1871
 FC1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 FC1871'THE STATION IS THE TALL SILVER STANDPIPE ON TOP OF MISSIONARY RIDGE,
 FC1871'JUST EAST OF THE TUNNEL ON U.S. HIGHWAY 76.
 FC1871
 FC1871                          STATION RECOVERY (1958)
 FC1871
 FC1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 FC1871'THE STATION WAS RECOVERED. THERE IS A RED OBSTRUCTION LIGHT ON THE
 FC1871'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1277 ***********************************************************************
 FC1277  DESIGNATION -  MISSIONARY RM 1
 FC1277  PID         -  FC1277
 FC1277  STATE/COUNTY-  TN/HAMILTON
 FC1277  USGS QUAD   -  CHATTANOOGA (1976)
 FC1277
 FC1277                         *CURRENT SURVEY CONTROL
 FC1277  ___________________________________________________________________
 FC1277* NAD 83(1986)-  35 00 46.     (N)    085 16 03.     (W)     SCALED    
 FC1277* NAVD 88     -       345.364  (meters)    1133.08   (feet)  ADJUSTED  
 FC1277  ___________________________________________________________________
 FC1277  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1277  DYNAMIC HT  -         345.025 (meters)    1131.97  (feet)  COMP
 FC1277  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 FC1277
 FC1277  VERT ORDER  -  SECOND    CLASS 0
 FC1277
 FC1277.The horizontal coordinates were scaled from a topographic map and have
 FC1277.an estimated accuracy of +/- 6 seconds.
 FC1277
 FC1277.The orthometric height was determined by differential leveling
 FC1277.and adjusted by the National Geodetic Survey in June 1991..
 FC1277
 FC1277.The geoid height was determined by GEOID03.
 FC1277
 FC1277.The dynamic height is computed by dividing the NAVD 88
 FC1277.geopotential number by the normal gravity value computed on the
 FC1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1277.degrees latitude (g = 980.6199 gals.).
 FC1277
 FC1277.The modeled gravity was interpolated from observed gravity values.
 FC1277
 FC1277;                    North         East    Units  Estimated Accuracy
 FC1277;SPC TN       -    75,640.      666,860.      MT  (+/- 180 meters Scaled)
 FC1277
 FC1277                          SUPERSEDED SURVEY CONTROL
 FC1277
 FC1277  NGVD 29 (??/??/92)  345.378  (m)         1133.13   (f) ADJ UNCH    2 0
 FC1277
 FC1277.Superseded values are not recommended for survey control.
 FC1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1277.See file dsdata.txt to determine how the superseded data were derived.
 FC1277
 FC1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD580758(NAD 83)
 FC1277_MARKER: DR = REFERENCE MARK DISK
 FC1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1277_STAMPING: MISSIONARY 1934 NO 1
 FC1277_MARK LOGO: CGS   
 FC1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1277+STABILITY: SURFACE MOTION
 FC1277
 FC1277  HISTORY     - Date     Condition        Report By
 FC1277  HISTORY     - 1934     MONUMENTED       CGS
 FC1277  HISTORY     - 1962     GOOD             NGS
 FC1277  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1277  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 FC1277
 FC1277                          STATION DESCRIPTION
 FC1277
 FC1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1277'IN CHATTANOOGA.
 FC1277'AT THE MISSIONARY STATION SITE-- 81.7 FEET SOUTH OF THE STATION,
 FC1277'8 FEET NORTHWEST OF NORTHWEST CORNER OF JOHN CUNEOS FRONT PORCH.
 FC1277'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FC1277'PROJECTING 6 INCHES.
 FC1277
 FC1277                          STATION RECOVERY (1983)
 FC1277
 FC1277'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1277'MARK NOT FOUND.
 FC1277
 FC1277                          STATION RECOVERY (2004)
 FC1277
 FC1277'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1277'NEITHER MARK NOR CONCRETE POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1275 ***********************************************************************
 FC1275  DESIGNATION -  MISSIONARY RM 2
 FC1275  PID         -  FC1275
 FC1275  STATE/COUNTY-  TN/HAMILTON
 FC1275  USGS QUAD   -  CHATTANOOGA (1976)
 FC1275
 FC1275                         *CURRENT SURVEY CONTROL
 FC1275  ___________________________________________________________________
 FC1275* NAD 83(1986)-  35 00 46.     (N)    085 16 03.     (W)     SCALED    
 FC1275* NAVD 88     -       340.901  (meters)    1118.44   (feet)  ADJUSTED  
 FC1275  ___________________________________________________________________
 FC1275  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FC1275  DYNAMIC HT  -         340.566 (meters)    1117.34  (feet)  COMP
 FC1275  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 FC1275
 FC1275  VERT ORDER  -  SECOND    CLASS 0
 FC1275
 FC1275.The horizontal coordinates were scaled from a topographic map and have
 FC1275.an estimated accuracy of +/- 6 seconds.
 FC1275
 FC1275.The orthometric height was determined by differential leveling
 FC1275.and adjusted by the National Geodetic Survey in June 1991..
 FC1275
 FC1275.The geoid height was determined by GEOID03.
 FC1275
 FC1275.The dynamic height is computed by dividing the NAVD 88
 FC1275.geopotential number by the normal gravity value computed on the
 FC1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1275.degrees latitude (g = 980.6199 gals.).
 FC1275
 FC1275.The modeled gravity was interpolated from observed gravity values.
 FC1275
 FC1275;                    North         East    Units  Estimated Accuracy
 FC1275;SPC TN       -    75,640.      666,860.      MT  (+/- 180 meters Scaled)
 FC1275
 FC1275                          SUPERSEDED SURVEY CONTROL
 FC1275
 FC1275  NGVD 29 (??/??/92)  340.914  (m)         1118.48   (f) ADJ UNCH    2 0
 FC1275
 FC1275.Superseded values are not recommended for survey control.
 FC1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1275.See file dsdata.txt to determine how the superseded data were derived.
 FC1275
 FC1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD580758(NAD 83)
 FC1275_MARKER: DR = REFERENCE MARK DISK
 FC1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1275_STAMPING: MISSIONARY NO 2 1934
 FC1275_MARK LOGO: CGS   
 FC1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1275+STABILITY: SURFACE MOTION
 FC1275
 FC1275  HISTORY     - Date     Condition        Report By
 FC1275  HISTORY     - 1934     MONUMENTED       CGS
 FC1275  HISTORY     - 1962     GOOD             NGS
 FC1275  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FC1275  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 FC1275
 FC1275                          STATION DESCRIPTION
 FC1275
 FC1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1275'IN CHATTANOOGA.
 FC1275'AT THE MISSIONARY STATION SITE-- 73.8 FEET NORTH OF THE STATION,
 FC1275'45 FEET SOUTH OF BAXTER C. DAVISS MAIL BOX, 21 FEET WEST OF CENTER
 FC1275'OF CREST ROAD.  A STANDARD REFERENCE MARK DISK SET IN THE TOP
 FC1275'OF A CONCRETE POST PROJECTING 6 INCHES.
 FC1275
 FC1275                          STATION RECOVERY (1983)
 FC1275
 FC1275'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1275'MARK NOT FOUND.
 FC1275
 FC1275                          STATION RECOVERY (2004)
 FC1275
 FC1275'RECOVERY NOTE BY US POWER SQUADRON 2004 (JER)
 FC1275'NEITHER MARK NOR CONCRETE POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1656 ***********************************************************************
 GD1656  DESIGNATION -  MISTON
 GD1656  PID         -  GD1656
 GD1656  STATE/COUNTY-  TN/DYER
 GD1656  USGS QUAD   -  MISTON (1983)
 GD1656
 GD1656                         *CURRENT SURVEY CONTROL
 GD1656  ___________________________________________________________________
 GD1656* NAD 83(1995)-  36 09 52.09860(N)    089 29 23.99437(W)     ADJUSTED  
 GD1656* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 GD1656  ___________________________________________________________________
 GD1656  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GD1656  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1656
 GD1656  HORZ ORDER  -  THIRD
 GD1656
 GD1656.The horizontal coordinates were established by classical geodetic methods
 GD1656.and adjusted by the National Geodetic Survey in April 1999..
 GD1656
 GD1656.The orthometric height was scaled from a topographic map.
 GD1656
 GD1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1656
 GD1656.The geoid height was determined by GEOID03.
 GD1656
 GD1656;                    North         East     Units Scale Factor Converg.
 GD1656;SPC TN       -   208,762.728   286,061.108   MT  0.99996498   -2 02 35.5
 GD1656;SPC TN       -   684,915.72    938,518.82   sFT  0.99996498   -2 02 35.5
 GD1656;SPC MO E     -    37,213.005   340,871.382   MT  1.00003504   +0 35 45.8
 GD1656;UTM  16      - 4,005,063.991   276,027.688   MT  1.00021813   -1 28 11.9
 GD1656
 GD1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1656!SPC TN       -   0.99999125  x   0.99996498  =   0.99995623
 GD1656!SPC MO E     -   0.99999125  x   1.00003504  =   1.00002629
 GD1656!UTM  16      -   0.99999125  x   1.00021813  =   1.00020938
 GD1656
 GD1656|---------------------------------------------------------------------|
 GD1656| PID    Reference Object                     Distance      Geod. Az  |
 GD1656|                                                           dddmmss.s |
 GD1656| GD0757 A 40.17 2                            24.171 METERS 23034     |
 GD1656| CG4603 MISTON RM 1                          20.321 METERS 28633     |
 GD1656| GD0756 L 12                                 45.031 METERS 31817     |
 GD1656| CG4601 MISTON AZ MK                                       3430733.8 |
 GD1656|---------------------------------------------------------------------|
 GD1656
 GD1656                          SUPERSEDED SURVEY CONTROL
 GD1656
 GD1656  NAD 83(1995)-  36 09 52.10236(N)    089 29 23.99476(W) AD(       ) 3
 GD1656  NAD 83(1995)-  36 09 52.10240(N)    089 29 23.99474(W) AD(       ) 3
 GD1656  NAD 83(1986)-  36 09 52.11012(N)    089 29 23.99406(W) AD(       ) 3
 GD1656  NAD 27      -  36 09 51.85780(N)    089 29 23.72780(W) AD(       ) 3
 GD1656
 GD1656.Superseded values are not recommended for survey control.
 GD1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1656.See file dsdata.txt to determine how the superseded data were derived.
 GD1656
 GD1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7602805064(NAD 83)
 GD1656_MARKER: DS = TRIANGULATION STATION DISK
 GD1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1656
 GD1656  HISTORY     - Date     Condition        Report By
 GD1656  HISTORY     - 1959     MONUMENTED       CGS
 GD1656  HISTORY     - 1967     GOOD             CGS
 GD1656  HISTORY     - 1970     GOOD             NGS
 GD1656
 GD1656                          STATION DESCRIPTION
 GD1656
 GD1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1656'THE STATION IS ABOUT 10 MILES NORTHWEST OF DYERSBURG, AND 9 MILES
 GD1656'SOUTH OF THE TOWN OF RIDGELY IN THE VILLAGE OF MISTON ON THE
 GD1656'PROPERTY OF EDNA PERRY.  IT IS 89 FEET NORTHEAST OF THE NORTHWEST
 GD1656'CORNER OF A FRAME HOUSE, 48 FEET EAST OF A NORTH GATEPOST, 27 FEET
 GD1656'NORTHWEST OF THE SOUTHWEST CORNER OF A SHED, AND 12 FEET SOUTH OF
 GD1656'A FENCE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS
 GD1656'STAMPED MISTON 1959.
 GD1656'
 GD1656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 78 AND 20 AT
 GD1656'THE WESTERN EDGE OF DYERSBURG, GO NORTHWEST ON HIGHWAY 78 FOR 1.45
 GD1656'MILES TO A PAVED CROSSROAD.  CONTINUE NORTHWEST ON HIGHWAY 78 FOR
 GD1656'7.75 MILES TO THE JUNCTION OF STATE HIGHWAY 103.  TURN LEFT AND GO
 GD1656'WEST ON STATE HIGHWAY 103 FOR 3.0 MILES TO THE VILLAGE OF MISTON.*
 GD1656'TURN LEFT AND GO SOUTH ALONG RAILROAD FOR 0.05 MILE TO THE STATION
 GD1656'ON THE LEFT.
 GD1656'
 GD1656'*TO REACH THE AZIMUTH MARK FROM THE ILLINOIS CENTRAL RAILROAD
 GD1656'CROSSING IN MISTON, GO NORTH ALONG THE WEST SIDE OF THE RAILROAD FOR
 GD1656'0.4 MILE TO A T-INTERSECTION AND THE AZIMUTH MARK STRAIGHT AHEAD.
 GD1656'
 GD1656'REFERENCE MARK 1 IS 37 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK
 GD1656'OF THE RAILROAD, 1 FOOT SOUTH OF A FENCE CORNER, AND 1 FOOT SOUTHEAST
 GD1656'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 GD1656'IS STAMPED MISTON NO 1 1959.
 GD1656'
 GD1656'BENCH MARK L 12 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GD1656'MARK DISK STAMPED L-12 1933 SET IN THE TOP OF A 10 INCH BY 10 INCH
 GD1656'CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS 62 FEET SOUTHEAST OF
 GD1656'THE NORTHEAST CORNER OF A FRAME BUILDING, 28 FEET WEST OF A FENCE
 GD1656'CORNER, AND 12 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 GD1656'RAILROAD.
 GD1656'
 GD1656'A 40 17-2 (USED) IS A STANDARD U.S. ENGINEERS DISK STAMPED A 40 17-2
 GD1656'SET IN THE TOP OF A 4 INCH PIPE PROJECTING 6 INCHES.  IT IS 29 FEET
 GD1656'EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE RAILROAD, 35 FEET
 GD1656'SOUTH OF A SOUTH GATEPOST, AND 8 FEET WEST OF A WIRE FENCE.
 GD1656'
 GD1656'THE AZIMUTH MARK IS 26 FEET WEST OF THE WEST RAIL OF THE ILLINOIS
 GD1656'CENTRAL RAILROAD TRACK, 7 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GD1656'ROAD, 2 FEET WEST OF A TELEPHONE POLE, AND 2 FEET SOUTHWEST OF A
 GD1656'WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 GD1656'STAMPED MISTON 1959.
 GD1656'
 GD1656'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1656
 GD1656                          STATION RECOVERY (1967)
 GD1656
 GD1656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1656'THE STATION MARK, REFERENCE MARK NO. 1, A 40 17-2 (USED) AND THE
 GD1656'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  BENCH MARK
 GD1656'L-12 WAS SEARCHED FOR, BUT COULD NOT BE FOUND.
 GD1656'
 GD1656'DUE TO CHANGES IN THE ROADS, THE ORIGINAL DESCRIPTION IS NO LONGER
 GD1656'COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND CORRECTED DESCRIPTION.
 GD1656'
 GD1656'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF MISTON ABOUT 10
 GD1656'MILES SOUTHWEST OF DYERSBURG AND 9 MILES SOUTH OF RIDGELY.
 GD1656'
 GD1656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 78 AND 20
 GD1656'AT THE WEST EDGE OF DYERSBURG, GO NORTHWESTERLY ON STATE ROUTE 78
 GD1656'FOR 9.2 MILES TO THE JUNCTION OF STATE ROUTE 103.  HERE TURN LEFT
 GD1656'AND GO WESTERLY ON STATE ROUTE 103 FOR 3.0 MILES TO THE SMALL
 GD1656'COMMUNITY OF MISTON AT THE RAILROAD TRACKS, HERE TURN LEFT ALONG
 GD1656'THE WEST SIDE OF THE TRACKS AND GO ABOUT 0.05 MILE TO THE STATION
 GD1656'ON THE LEFT.
 GD1656'
 GD1656'THE STATION IS 89 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 GD1656'HOUSE, 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL SHED AND
 GD1656'12 FEET SOUTH OF A FENCE.  BECAUSE OF THE STATIONS LOCATION IN A
 GD1656'YARD, NO WITNESS POST WAS SET.  IT IS A STANDARD DISK SET IN THE
 GD1656'TOP OF AN 11-INCH, SQUARE, CONCRETE MONUMENT ABOUT 5 INCHES BELOW
 GD1656'THE SURFACE AND THE DISK IS STAMPED MISTON
 GD1656'1959.
 GD1656'
 GD1656'REFERENCE MARK NO. 1 IS 37 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 GD1656'TRACK, 1 FOOT SOUTH OF A FENCE CORNER AND IN A MULTIFLORA ROSE
 GD1656'HEDGE.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE,
 GD1656'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MISTON NO 1
 GD1656'1959.
 GD1656'
 GD1656'A 40 17-2 (USED) IS A U.S. ENGINEERS BRASS CAP RIVETED TO THE TOP OF
 GD1656'A 4-INCH METAL PIPE PROJECTING ABOUT 6 INCHES AND THE CAP IS STAMPED
 GD1656'A 40 17-2.  IT IS 29 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 GD1656'TRACK AND 8 FEET WEST OF A WIRE FENCE.
 GD1656'
 GD1656'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1656'A 40 17-2 (USED) WAS NOT CHECKED BECAUSE OF THE HEDGE BETWEEN THE
 GD1656'MARKS.
 GD1656'
 GD1656'THE AZIMUTH MARK IS 26 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 GD1656'TRACKS, 7 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 2
 GD1656'FEET WEST OF A POWERLINE POLE, AND 2 FEET WEST-SOUTHWEST OF A METAL
 GD1656'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1656'11-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GD1656'DISK IS STAMPED MISTON 1959.
 GD1656'
 GD1656'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE ROUTE
 GD1656'103 FOR 0.1 MILE TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO
 GD1656'NORTHERLY ON THIS PAVED ROAD FOR 0.4 MILE TO A GRAVELED ROAD ON THE
 GD1656'LEFT,
 GD1656'TURN LEFT ON THIS GRAVELED ROAD CROSSING THE RAILROAD TRACKS AND
 GD1656'GO WEST ABOUT 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GD1656'DESCRIBED.
 GD1656'
 GD1656'NOTE - THIS WAS NOT AN OCCUPIED STATION.
 GD1656
 GD1656                          STATION RECOVERY (1970)
 GD1656
 GD1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1656'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 GD1656'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND WITH THE DISK SHEARED OFF
 GD1656'THE SHANK.  A 40 17-2 (USED) USED AS A REFERENCE MARK AND TRAVERSED
 GD1656'TO IN 1959 WAS FOUND BROKEN OFF ABOUT 1 INCH BELOW GROUND LEVEL,
 GD1656'HOWEVER, THE PIPE TO WHICH THE BRASS CAP WAS FORMERLY RIVETED WAS
 GD1656'FOUND EMBEDDED IN AN IRREGULAR MASS OF CONCRETE AND DID NOT
 GD1656'APPEAR TO HAVE BEEN DISTURBED.  THE AZIMUTH MARK IS NOW OBSTRUCTED
 GD1656'BY A SMALL STORE BUILDING NEAR THE STATION SITE.  BENCH MARK L-12
 GD1656'1933 TRAVERSED TO IN 1959 WAS FOUND COMPLETELY DESTROYED AND THE
 GD1656'DISK WAS NOT RECOVERED.  THE CENTER OF THE PIPE EMBEDDED IN THE
 GD1656'MASS OF CONCRETE AT THE ORIGINAL A 40 17-2 (USED) SITE WAS
 GD1656'DETERMINED AND A FIRM PLUMBING BENCH ERECTED OVER THE POINT
 GD1656'DETERMINED AND HELD.  THE HORIZONTAL DISTANCE BETWEEN THE
 GD1656'STATION AND THIS HELD POINT WAS THEN MEASURED AND CHECKED THE
 GD1656'1959 MEASUREMENT - 0.002 OF A FOOT AND - 0.0002 OF A METER.  A FIRM
 GD1656'PLUMBING BENCH WAS ERECTED OVER THE CENTER OF THE SHANK FOR
 GD1656'REFERENCE MARK NO. 1 AND THE POINT HELD.  THE HORIZONTAL DISTANCE
 GD1656'BETWEEN THE STATION AND THIS HELD POINT WAS THEN MEASURED AND A
 GD1656'DISCREPANCY OF - 0.08 OF A FOOT NOTED.  HOWEVER, THE HORIZONTAL
 GD1656'MEASURED DISTANCE BETWEEN THE TWO POINTS HELD ON THE PLUMBING
 GD1656'BENCHES, CHECKED THE 1959 MEASURED HORIZONTAL DISTANCE BETWEEN A 40
 GD1656'17-2 (USED) AND REFERENCE MARK NO. 1 FLAT IN FEET AND PLUS 0.002
 GD1656'METERS.  IT IS THOUGHT THAT REFERENCE MARK NO. 2 1959 1970 NOW
 GD1656'HOLDS THE EXACT HORIZONTAL POSITION AS DID TRAVERSE STATION A 40
 GD1656'17-2 (USED), AS A DISK WAS CEMENTED IN REMAINING PIPE FILLED
 GD1656'WITH CONCRETE, DIRECTLY BELOW THE POINT HELD ON THE PLUMBING BENCH.
 GD1656'THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED
 GD1656'BETWEEN NEWLY SET REFERENCE MARK NO. 2 AND THE POINT HELD ON THE
 GD1656'PLUMB BENCH OVER THE SHANK FOR FORMER REFERENCE MARK NO. 1.  THIS
 GD1656'ANGLE CHECKED THE 1959 OBSERVED ANGLE BETWEEN A 40 17-2 (USED) AND
 GD1656'REFERENCE MARK NO. 1 PLUS 01 FOOT 39.4 INCHES.  A NEW DISK STAMPED
 GD1656'MISTON 1959 NO 3 1970 WAS CEMENTED IN THE TOP OF THE ORIGINAL
 GD1656'CONCRETE MONUMENT FOR REFERENCE MARK NO. 1 1959, DIRECTLY UNDER
 GD1656'THE POINT HELD ON THE PLUMBING BENCH.
 GD1656'
 GD1656'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1656'
 GD1656'THE STATION IS LOCATED ON THE PROPERTY OF MR. HAROLD HURD IN THE
 GD1656'SMALL COMMUNITY OF MISTON, ABOUT 10 MILES NORTHWEST OF DYERSBURG AND
 GD1656'9 MILES SOUTH OF RIDGELY.
 GD1656'
 GD1656'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 78 AND 20 AT
 GD1656'THE WEST EDGE OF DYERSBURG, GO NORTHWESTERLY ON STATE 78 FOR 9.2
 GD1656'MILES TO THE JUNCTION OF STATE ROUTE 103.  HERE TURN LEFT AND GO
 GD1656'WESTERLY ON STATE ROUTE 103 FOR 3.0 MILES TO THE SMALL COMMUNITY
 GD1656'OF MISTON AND THE RAILROAD TRACKS, HERE TURN LEFT ALONG THE WEST
 GD1656'SIDE OF THE RAILROAD TRACKS AND GO SOUTH ABOUT 0.05 OF A MILE TO TWO
 GD1656'LARGE METAL GRAIN BINS ON THE LEFT AND THE STATION AS DESCRIBED.
 GD1656'
 GD1656'THE STATION IS 75.3 FEET EAST OF THE EAST RAIL OF A RAILROAD SIDING,
 GD1656'50 FEET NORTHEAST OF THE EDGE OF THE MOST NORTHERLY GRAIN BIN, 28
 GD1656'FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF AN OLD BARN, 28 FEET
 GD1656'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE OLD BARN, 13 FEET
 GD1656'SOUTH OF AN OLD FENCE, AND 0.8 OF A FOOT WEST OF A METAL WITNESS
 GD1656'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1656'SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SWARD AND THE
 GD1656'DISK IS STAMPED MISTON 1959.
 GD1656'
 GD1656'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE WEST EDGE OF THE MOST
 GD1656'NORTHERLY GRAIN BIN, 10.4 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 GD1656'SIDING, AND 1.4 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS
 GD1656'A STANDARD DISK CEMENTED IN THE TOP OF A 3-INCH IRON PIPE EMBEDDED
 GD1656'IN AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE SURFACE OF THE
 GD1656'GROUND AND THE DISK IS STAMPED MISTON 1959 NO 2 1970.  THIS
 GD1656'POINT IS THE CENTER OF THE ORIGINAL IRON PIPE TO WHICH THE BRASS
 GD1656'CAP FOR THE TRAVERSE STATION A 17-2 (USED) WAS ORIGINALLY RIVETED,
 GD1656'AND IS THOUGHT TO MARK THE EXACT, ORIGINAL, HORIZONTAL POSITION FOR
 GD1656'THAT STATION.
 GD1656'
 GD1656'REFERENCE MARK NO. 3 IS 40 FEET SOUTHWEST OF A 10-INCH, TWIN TRUNKED
 GD1656'ASH TREE, 16 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1656'DRIVE, 13 FEET WEST OF THE WEST END OF AN OLD FENCE, 12.2 FEET EAST
 GD1656'OF THE EAST RAIL OF THE RAILROAD SIDING, AND 0.8 OF A FOOT
 GD1656'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1656'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GD1656'THE DISK IS STAMPED MISTON 1959 NO 3 1970.
 GD1656'
 GD1656'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GD1656'REFERENCE MARK NO. 3 IS 69.40 FEET - 21.154 METERS.
 GD1656'
 GD1656'THE AZIMUTH MARK IS ABOUT 0.4 OF A MILE NORTH-NORTHWEST FROM THE
 GD1656'STATION, 26 FEET WEST OF THE WEST RAIL OF THE MAIN LINE OF THE
 GD1656'LOUISVILLE AND NASHVILLE RAILROAD TRACKS, 7 FEET NORTH OF THE
 GD1656'APPROXIMATE CENTER OF A GRAVELED ROAD, 2 FEET WEST OF A POWERLINE
 GD1656'POLE AND 2.0 FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1656'STANDARD DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 GD1656'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED MISTON
 GD1656'1959.
 GD1656'
 GD1656'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE WEST
 GD1656'SIDE OF THE RAILROAD TRACKS FOR 0.05 OF A MILE TO STATE ROUTE 103.
 GD1656'HERE TURN RIGHT ON STATE ROUTE 103 AND GO EAST 0.1 OF A MILE TO A
 GD1656'PAVED T ROAD ON THE LEFT.  HERE TURN LEFT ON THIS PAVED ROAD AND
 GD1656'GO NORTHERLY FOR 0.4 OF A MILE TO A GRAVELED ROAD ON THE LEFT,
 GD1656'TURN LEFT ON THIS GRAVELED ROAD CROSSING OVER THE RAILROAD TRACKS
 GD1656'AND GO WEST ABOUT 0.05 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT
 GD1656'AS DESCRIBED.
 GD1656'
 GD1656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2370 ***********************************************************************
 GB2370  DESIGNATION -  MITCHELL
 GB2370  PID         -  GB2370
 GB2370  STATE/COUNTY-  TN/CLAY
 GB2370  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB2370
 GB2370                         *CURRENT SURVEY CONTROL
 GB2370  ___________________________________________________________________
 GB2370* NAD 83(1995)-  36 32 23.41139(N)    085 24 43.24463(W)     ADJUSTED  
 GB2370* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 GB2370  ___________________________________________________________________
 GB2370  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GB2370  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB2370
 GB2370  HORZ ORDER  -  SECOND
 GB2370
 GB2370.The horizontal coordinates were established by classical geodetic methods
 GB2370.and adjusted by the National Geodetic Survey in April 1999..
 GB2370
 GB2370.The orthometric height was scaled from a topographic map.
 GB2370
 GB2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2370
 GB2370.The geoid height was determined by GEOID03.
 GB2370
 GB2370;                    North         East     Units Scale Factor Converg.
 GB2370;SPC TN       -   244,974.896   652,652.415   MT  1.00002417   +0 20 39.2
 GB2370;SPC TN       -   803,721.80  2,141,243.80   sFT  1.00002417   +0 20 39.2
 GB2370;UTM  16      - 4,044,999.885   642,145.113   MT  0.99984894   +0 56 44.2
 GB2370
 GB2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2370!SPC TN       -   0.99995004  x   1.00002417  =   0.99997420
 GB2370!UTM  16      -   0.99995004  x   0.99984894  =   0.99979898
 GB2370
 GB2370|---------------------------------------------------------------------|
 GB2370| PID    Reference Object                     Distance      Geod. Az  |
 GB2370|                                                           dddmmss.s |
 GB2370| CG6954 MITCHELL RM 1                        10.296 METERS 05550     |
 GB2370| CG6955 MITCHELL RM 2                        11.704 METERS 17624     |
 GB2370| CG6953 MITCHELL AZ MK                                     1852103.6 |
 GB2370|---------------------------------------------------------------------|
 GB2370
 GB2370                          SUPERSEDED SURVEY CONTROL
 GB2370
 GB2370  NAD 83(1995)-  36 32 23.41193(N)    085 24 43.24512(W) AD(       ) 2
 GB2370  NAD 83(1995)-  36 32 23.42095(N)    085 24 43.24916(W) AD(       ) 2
 GB2370  NAD 83(1986)-  36 32 23.42223(N)    085 24 43.24938(W) AD(       ) 2
 GB2370  NAD 27      -  36 32 23.19700(N)    085 24 43.37500(W) AD(       ) 2
 GB2370
 GB2370.Superseded values are not recommended for survey control.
 GB2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2370.See file dsdata.txt to determine how the superseded data were derived.
 GB2370
 GB2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF4214545000(NAD 83)
 GB2370_MARKER: DS = TRIANGULATION STATION DISK
 GB2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2370
 GB2370  HISTORY     - Date     Condition        Report By
 GB2370  HISTORY     - 1950     MONUMENTED       CGS
 GB2370
 GB2370                          STATION DESCRIPTION
 GB2370
 GB2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2370'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF LIVINGSTON AND 4 MILES
 GB2370'EAST OF CELINA. IT IS 34 FEET WEST OF AN 18 INCH TREE AND 5 FEET
 GB2370'EAST OF A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE DISK
 GB2370'IS STAMPED MITCHELL 1949.
 GB2370'
 GB2370'REFERENCE MARK NO. 1 IS 11 FEET NORTHWEST OF AN 18 INCH TREE. THE
 GB2370'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MITCHELL NO 1
 GB2370'1949.
 GB2370'
 GB2370'REFERENCE MARK NO. 2 IS 45 FEET SOUTHWEST OF AN 18 INCH TREE. THE
 GB2370'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MITCHELL NO 2
 GB2370'1949.
 GB2370'
 GB2370'AZIMUTH MARK IS 125 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 GB2370'8 FEET SOUTH OF THE CENTER OF DIRT ROAD, 2 FEET NORTHEAST OF A
 GB2370'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE. THE MARK PROJECTS
 GB2370'6 INCHES AND THE DISK IS STAMPED MITCHELL 1949.
 GB2370'
 GB2370'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2370'LIVINGSTON, GO NORTHWEST ON STATE HIGHWAY NO. 52 FOR 11.4 MILE TO
 GB2370'A GRAVEL T-ROAD RIGHT, TURN RIGHT AND GO NORTHEAST ON GRAVEL ROAD FOR
 GB2370'0.4 MILE TO A FORK IN ROAD, TAKE LEFT FORK AND GO NORTH FOR 2.8 MILE
 GB2370'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.2 MILE TO A DIM ROAD
 GB2370'RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE TOP OF HILL AND THE STATION
 GB2370'AS DESCRIBED.
 GB2370'
 GB2370'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2879 ***********************************************************************
 FE2879  SACS        -  This is a Secondary Airport Control Station.
 FE2879  DESIGNATION -  MKL AP STA A
 FE2879  PID         -  FE2879
 FE2879  STATE/COUNTY-  TN/MADISON
 FE2879  USGS QUAD   -  WESTOVER (1981)
 FE2879
 FE2879                         *CURRENT SURVEY CONTROL
 FE2879  ___________________________________________________________________
 FE2879* NAD 83(1995)-  35 36 20.24612(N)    088 54 42.27421(W)     ADJUSTED  
 FE2879* NAVD 88     -       124.89   (meters)     409.7    (feet)  LEVELING  
 FE2879  ___________________________________________________________________
 FE2879  X           -      98,603.050 (meters)                     COMP
 FE2879  Y           -  -5,190,739.304 (meters)                     COMP
 FE2879  Z           -   3,692,758.661 (meters)                     COMP
 FE2879  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FE2879  ELLIP HEIGHT-          96.70  (meters)          (02/18/99) GPS OBS
 FE2879  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FE2879
 FE2879  HORZ ORDER  -  FIRST
 FE2879  VERT ORDER  -  THIRD ?
 FE2879  ELLP ORDER  -  FOURTH    CLASS I
 FE2879
 FE2879.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 FE2879
 FE2879.The horizontal coordinates were established by GPS observations
 FE2879.and adjusted by the National Geodetic Survey in February 1999..
 FE2879
 FE2879.The orthometric height was determined by differential leveling.
 FE2879.The vertical network tie was performed by a horz. field party for horz.
 FE2879.obs reductions. Reset procedures were used to establish the elevation.
 FE2879
 FE2879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2879
 FE2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2879
 FE2879.The ellipsoidal height was determined by GPS observations
 FE2879.and is referenced to NAD 83.
 FE2879
 FE2879.The geoid height was determined by GEOID03.
 FE2879
 FE2879;                    North         East     Units Scale Factor Converg.
 FE2879;SPC TN       -   145,083.779   336,216.080   MT  0.99995631   -1 42 16.7
 FE2879;SPC TN       -   475,995.70  1,103,068.92   sFT  0.99995631   -1 42 16.7
 FE2879;UTM  16      - 3,941,890.129   326,834.946   MT  0.99996953   -1 06 47.9
 FE2879
 FE2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2879!SPC TN       -   0.99998482  x   0.99995631  =   0.99994113
 FE2879!UTM  16      -   0.99998482  x   0.99996953  =   0.99995435
 FE2879
 FE2879:                Primary Azimuth Mark                     Grid Az
 FE2879:SPC TN       -  MKL AP STA B                             203 56 15.9
 FE2879:UTM  16      -  MKL AP STA B                             203 20 47.1
 FE2879
 FE2879|---------------------------------------------------------------------|
 FE2879| PID    Reference Object                     Distance      Geod. Az  |
 FE2879|                                                           dddmmss.s |
 FE2879| FE2880 MKL AP STA B                        APPROX. 1.6 KM 2021359.2 |
 FE2879|---------------------------------------------------------------------|
 FE2879
 FE2879                          SUPERSEDED SURVEY CONTROL
 FE2879
 FE2879  NAD 83(1995)-  35 36 20.24579(N)    088 54 42.27425(W) AD(       ) 1
 FE2879  ELLIP H (04/19/95)   96.71   (m)                       GP(       ) 4 1
 FE2879  NAD 27      -  35 36 19.99227(N)    088 54 42.04273(W) AD(       ) 3
 FE2879  NGVD 29 (07/19/86)  124.92   (m)          409.8    (f) LEVELING    3  
 FE2879
 FE2879.Superseded values are not recommended for survey control.
 FE2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2879.See file dsdata.txt to determine how the superseded data were derived.
 FE2879
 FE2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2683541890(NAD 83)
 FE2879_MARKER: Z = SEE DESCRIPTION
 FE2879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE2879_SP_SET: CONCRETE BASE
 FE2879_MARK LOGO: CGS   
 FE2879_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2879+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 FE2879
 FE2879  HISTORY     - Date     Condition        Report By
 FE2879  HISTORY     - 1965     MONUMENTED       CGS
 FE2879  HISTORY     - 1979     SEE DESCRIPTION  NGS
 FE2879  HISTORY     - 1983     GOOD             NGS
 FE2879  HISTORY     - 19870630 POOR             NGS
 FE2879  HISTORY     - 19930427 GOOD             NOS
 FE2879  HISTORY     - 19990810 GOOD             NGS
 FE2879  HISTORY     - 20050225 GOOD             CAS
 FE2879
 FE2879                          STATION DESCRIPTION
 FE2879
 FE2879'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2879'LOCATED AT MCKELLAR FIELD, 55.05 FEET SOUTHEAST OF THE INSET
 FE2879'THRESHOLD BAR, 110.13 EAST OF THE SOUTHEAST CORNER OF NUMERAL 2,
 FE2879'AND 25.0 FEET SW OF THE SE ONE OF FOUR THRESHOLD LIGHTS.  TOPO DISK
 FE2879'STAMPED AP 1965 STA. A, SET FLUSH WITH THE GROUND.
 FE2879
 FE2879                          STATION RECOVERY (1979)
 FE2879
 FE2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 FE2879'THE STATION WAS RECOVERED WITH THE DISK SHEARED OFF, BUT WITH
 FE2879'CONCRETE BASE AND DISK SHAFT INTACT.
 FE2879'
 FE2879'DUE TO RUNWAY CONSTRUCTION, THE OLD DESCRIPTION IS NO LONGER
 FE2879'CORRECT.  THE STATION IS LOCATED AT MCKELLAR FIELD, 105 FEET
 FE2879'SOUTHEAST OF THE CENTERLINE END OF RUNWAY 20, 22.38 FEET SOUTHEAST OF
 FE2879'THE EASTERN-MOST OF FOUR THRESHOLD LIGHTS, AND 13.2 FEET
 FE2879'SOUTHWEST OF A REIL.
 FE2879'
 FE2879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST OF
 FE2879'JACKSON.
 FE2879
 FE2879                          STATION RECOVERY (1983)
 FE2879
 FE2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 FE2879'RECOVERED AS DESCRIBED BY WTM IN THE 1979 RECOVERY NOTE.
 FE2879'
 FE2879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST
 FE2879'OF JACKSON.
 FE2879
 FE2879                          STATION RECOVERY (1987)
 FE2879
 FE2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FE2879'MARK RECOVERED IN POOR CONDITION.
 FE2879
 FE2879                          STATION RECOVERY (1993)
 FE2879
 FE2879'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FE2879'STATION IS LOCATED ON THE MCKELLAR-SIPES REGIONAL AIRPORT WHICH IS 4.2
 FE2879'MI (6.8 KM) WEST OF THE JUNCTION OF BYPASS US HIGHWAY 45 AND US
 FE2879'HIGHWAY 70 IN THE SOUTHWEST PORTION OF THE CITY OF JACKSON,TN. AIRPORT
 FE2879'IS SOUTH OF US HIGHWAY 70 AND EAST OF STATE HIGHWAY 223. STATION IS
 FE2879'LOCATED IN THE NORTH SECTION OF THE FIELD EAST OF RUNWAY END 20.
 FE2879' 
 FE2879'TO REACH PROCEED VIA TAXIWAYS TO RUNWAY END 20, CROSS RUNWAY TO EAST
 FE2879'SIDE AND STATION ROUGHLY ON LINE WITH THE END OF RUNWAY 20.
 FE2879' 
 FE2879'IT IS 105 FT (32.0 M) SE OF THE CENTERLINE END OF RUNWAY 20, 22.38 FT
 FE2879'(6.82 M) SE OF THE EASTERNMOST OF THRESHOLD LIGHTS (SHOW GREEN AND
 FE2879'RED) AND 13.2 FT (4.0 M) SW OF A STROBE LIGHT (REIL).
 FE2879' 
 FE2879'STATION DISK HAD BEEN SHEARED OFF, A PK NAIL WAS FOUND SET INTO THE
 FE2879'SHANK OF THE FORMER DISK.  CONCRETE MONUMENT IS INTACT.
 FE2879
 FE2879                          STATION RECOVERY (1999)
 FE2879
 FE2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJH)
 FE2879'THE STATION IS LOCATED AT THE MCKELLAR-SIPES REGIONAL AIRPORT (MKL) AT
 FE2879'THE NORTH END OF THE FIELD SOUTHEAST OF AND ON RANGE WITH APPROACH END
 FE2879'RUNWAY 20.  THE STATION IS 30.4 FT (9.3 M) SOUTHEAST OF THE RUNWAY
 FE2879'EDGE.  OWNERSHIP--JACKSON-MADISON COUNTY AIRPORT AUTHORITY, C/O RODNEY
 FE2879'HENDRIX EXECUTIVE DIRECTOR, MCKELLAR-SIPES REGIONAL AIRPORT, 308 GRADY
 FE2879'MONTGOMERY DRIVE, JACKSON, TN 38301, PHONE (901) 423-0995.  ENTER THE
 FE2879'FIELD AT THE GATE LOCATED NORTHEAST OF AND ADJACENT TO THE FIRE
 FE2879'STATION.  PASS THRU THE GATE AND CONTINUE EAST FOR 0.04 MI (0.06 KM)
 FE2879'TO TAXIWAY D ON THE RIGHT, TURN RIGHT AND CONTINUE SOUTHEAST FOR 0.26
 FE2879'MI (0.42 KM) TO THE PARALLEL TAXIWAY A, TURN LEFT AND CONTINUE
 FE2879'NORTHEAST FOR 0.27 MI (0.43 KM) TO THE RUNWAY HOLD BAR SOUTHWEST OF
 FE2879'RUNWAY 11/29.  WITH CLEARANCE FROM THE AIR TRAFFIC CONTROL TOWER CROSS
 FE2879'RUNWAY 11/29 ON TAXIWAY A AND CONTINUE NORTHEAST FOR 0.25 MI (0.40 KM)
 FE2879'TO A RUNWAY HOLD BAR ON TAXIWAY A SOUTHWEST OF A RIGHT ANGLED FEEDER
 FE2879'TAXIWAY.  WITH CLEARANCE FROM THE AIR TRAFFIC CONTROL TOWER TURN RIGHT
 FE2879'ON THE FEEDER TAXIWAY AND CROSS THE APPROACH END RUNWAY 20 TO THE
 FE2879'SOUTHEAST SIDE AND THE STATION ON THE LEFT.  THE STATION IS 22.5 FT
 FE2879'(6.9 M) SOUTHEAST OF THE SOUTHEAST MOST THRESHOLD LIGHT, 12.7 FT (3.9
 FE2879'M) SOUTHWEST OF A RUNWAY END IDENTIFIER LIGHT, AND 142.3 FT (43.4 M)
 FE2879'NORTHEAST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE APPROACH END
 FE2879'RUNWAY 20.  THE STATION IS A NAIL STAMPED PK AND SET IN THE SHAFT OF
 FE2879'AN OLD TOPOGRAPHIC DISK AND CONCRETE POST FLUSH WITH THE GROUND.  THIS
 FE2879'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 FE2879
 FE2879                          STATION RECOVERY (2005)
 FE2879
 FE2879'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FE2879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2880 ***********************************************************************
 FE2880  PACS        -  This is a Primary Airport Control Station.
 FE2880  DESIGNATION -  MKL AP STA B
 FE2880  PID         -  FE2880
 FE2880  STATE/COUNTY-  TN/MADISON
 FE2880  USGS QUAD   -  WESTOVER (1981)
 FE2880
 FE2880                         *CURRENT SURVEY CONTROL
 FE2880  ___________________________________________________________________
 FE2880* NAD 83(1995)-  35 35 32.65138(N)    088 55 06.09261(W)     ADJUSTED  
 FE2880* NAVD 88     -       130.86   (meters)     429.3    (feet)  LEVELING  
 FE2880  ___________________________________________________________________
 FE2880  X           -      98,019.860 (meters)                     COMP
 FE2880  Y           -  -5,191,609.237 (meters)                     COMP
 FE2880  Z           -   3,691,569.388 (meters)                     COMP
 FE2880  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FE2880  ELLIP HEIGHT-         102.66  (meters)          (02/18/99) GPS OBS
 FE2880  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FE2880
 FE2880  HORZ ORDER  -  B
 FE2880  VERT ORDER  -  THIRD ?
 FE2880  ELLP ORDER  -  FOURTH    CLASS I
 FE2880
 FE2880.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 FE2880
 FE2880.The horizontal coordinates were established by GPS observations
 FE2880.and adjusted by the National Geodetic Survey in February 1999..
 FE2880
 FE2880.The orthometric height was determined by differential leveling.
 FE2880.The vertical network tie was performed by a horz. field party for horz.
 FE2880.obs reductions. Reset procedures were used to establish the elevation.
 FE2880
 FE2880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2880
 FE2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2880
 FE2880.The ellipsoidal height was determined by GPS observations
 FE2880.and is referenced to NAD 83.
 FE2880
 FE2880.The geoid height was determined by GEOID03.
 FE2880
 FE2880;                    North         East     Units Scale Factor Converg.
 FE2880;SPC TN       -   143,635.483   335,573.141   MT  0.99995725   -1 42 30.7
 FE2880;SPC TN       -   471,244.08  1,100,959.55   sFT  0.99995725   -1 42 30.7
 FE2880;UTM  16      - 3,940,435.252   326,206.984   MT  0.99997221   -1 07 00.5
 FE2880
 FE2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2880!SPC TN       -   0.99998389  x   0.99995725  =   0.99994114
 FE2880!UTM  16      -   0.99998389  x   0.99997221  =   0.99995610
 FE2880
 FE2880:                Primary Azimuth Mark                     Grid Az
 FE2880:SPC TN       -  MKL AP STA A                             023 56 16.1
 FE2880:UTM  16      -  MKL AP STA A                             023 20 45.9
 FE2880
 FE2880|---------------------------------------------------------------------|
 FE2880| PID    Reference Object                     Distance      Geod. Az  |
 FE2880|                                                           dddmmss.s |
 FE2880| FE2879 MKL AP STA A                        APPROX. 1.6 KM 0221345.4 |
 FE2880|---------------------------------------------------------------------|
 FE2880
 FE2880                          SUPERSEDED SURVEY CONTROL
 FE2880
 FE2880  NAD 83(1995)-  35 35 32.65105(N)    088 55 06.09266(W) AD(       ) B
 FE2880  ELLIP H (04/19/95)  102.67   (m)                       GP(       ) 4 1
 FE2880  NAD 27      -  35 35 32.38498(N)    088 55 05.86351(W) AD(       ) 3
 FE2880  NGVD 29 (07/19/86)  130.89   (m)          429.4    (f) LEVELING    3  
 FE2880
 FE2880.Superseded values are not recommended for survey control.
 FE2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2880.See file dsdata.txt to determine how the superseded data were derived.
 FE2880
 FE2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2620740435(NAD 83)
 FE2880_MARKER: DT = TOPOGRAPHIC STATION DISK
 FE2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2880_STAMPING: AP 1965 STA B
 FE2880_MARK LOGO: CGS   
 FE2880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2880+STABILITY: SURFACE MOTION
 FE2880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2880+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 FE2880
 FE2880  HISTORY     - Date     Condition        Report By
 FE2880  HISTORY     - 1965     MONUMENTED       CGS
 FE2880  HISTORY     - 1979     GOOD             NGS
 FE2880  HISTORY     - 1983     GOOD             NGS
 FE2880  HISTORY     - 19920408 GOOD             NGS
 FE2880  HISTORY     - 19930427 GOOD             NOS
 FE2880  HISTORY     - 19990810 GOOD             NGS
 FE2880  HISTORY     - 20050225 GOOD             CAS
 FE2880
 FE2880                          STATION DESCRIPTION
 FE2880
 FE2880'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FE2880'LOCATED AT MCKELLAR FIELD, 55.0 FEET SE OF THE SE CORNER OF RUNWAY
 FE2880'END 2, AND 25.6 FEET NE OF THE SE 1 OF 4 THRESHOLD LIGHTS.  A
 FE2880'STANDARD TOPO DISK STAMPED AP 1965 STA. B AND SET IN THE TOP OF A
 FE2880'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 FE2880
 FE2880                          STATION RECOVERY (1979)
 FE2880
 FE2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 FE2880'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO RUNWAY
 FE2880'CONSTRUCTION, THE OLD DESCRIPTION IS NO LONGER CORRECT.  THE STATION
 FE2880'IS AT MCKELLAR FIELD, 30.4 FEET SOUTHEAST OF THE EASTERN EDGE OF
 FE2880'RUNWAY 2-20, OPPOSITE THE SOUTH EDGE OF THE SECOND TAXIWAY FROM
 FE2880'THE SOUTH CONNECTING THE RUNWAY AND ITS PARALLEL TAXIWAY.  IT IS
 FE2880'APPROXIMATELY 20.7 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FE2880'TAXIWAY EXTENDED, AND 21.9 FEET SOUTHEAST OF A RUNWAY LIGHT.
 FE2880'
 FE2880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST OF
 FE2880'JACKSON.
 FE2880
 FE2880                          STATION RECOVERY (1983)
 FE2880
 FE2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 FE2880'RECOVERED AS DESCRIBED BY WTM IN THE 1979 RECOVERY NOTE.
 FE2880'
 FE2880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST
 FE2880'OF JACKSON.
 FE2880
 FE2880                          STATION RECOVERY (1992)
 FE2880
 FE2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE2880'THE STATION IS AT MCKELLAR FIELD, 30.4 FEET (9.3 M) SOUTHEAST OF THE
 FE2880'EASTERN EDGE OF RWY 2-20, OPPOSITE THE SOUTH EDGE OF THE SECOND
 FE2880'TAXIWAY FROM THE SOUTH CONNECTING THE RUNWAY AND ITS PARALLEL TAXIWAY.
 FE2880'IT IS APPROXIMATELY 20.7 FEET (6.3 M) SOUTHWEST OF THE CENTERLINE OF
 FE2880'THE TAXIWAY EXTENDED, 21.9 FEET (6.7 M) SOUTHEAST OF THE RUNWAY LIGHT
 FE2880'OPPOSITE THE TAXIWAY, AND 196.2 FEET (59.8 M) NORTHEAST OF THE NEXT
 FE2880'TAXIWAY LIGHT TO THE SOUTH.  A STANDARD TOPOGRAPHIC DISK STAMPED AP
 FE2880'1965 STA B SET IN A 10 INCH CONCREETE MONUMENT 0.5 FEET (15.2 CM)
 FE2880'BELOW THE SURFACE.
 FE2880
 FE2880                          STATION RECOVERY (1993)
 FE2880
 FE2880'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 FE2880'STATION IS LOCATED ON THE MCKELLAR-SIPES REGIONAL AIRPORT WHICH IS 4.2
 FE2880'MI (6.8 KM) WEST OF THE JUNCTION OF BYPASS US HIGHWAY 45 AND US
 FE2880'HIGHWAY 70 IN THE SOUTHWEST PORTION OF THE CITY OF JACKSON,TN. AIRPORT
 FE2880'IS SOUTH OF US HIGHWAY 70 AND EAST OF STATE HIGHWAY 223. STATION IS IN
 FE2880'THE SOUTH PORTION OF THE FIELD ON THE EAST SIDE OF RUNWAY 2 ABOUT 500
 FE2880'FT (152.4 M) NORTH OF THE END OF THE RUNWAY.
 FE2880' 
 FE2880'TO REACH PROCEED VIA TAXIWAYS TO RUNWAY END 2, FROM THE RUNWAY END
 FE2880'PROCEED NORTH ON THE TAXIWAY RUNNING PARALLEL TO RUNWAY 2/20 TO THE
 FE2880'FIRST TAXIWAY RUNNING EAST-WEST NORTH OF THE RUNWAY END.  TURN EAST
 FE2880'CROSS RUNWAY TO STATION ROUGHTLY ON LINE WITH THE SOUTH EDGE OF THE
 FE2880'CONNECTING TAXIWAY ON THE EAST SIDE OF THE RUNWAY.
 FE2880' 
 FE2880'IT IS 30.4 FT (9.3 M) SE OF THE EAST EDGE OF RUNWAY 2/20, 20.7 FT (6.3
 FE2880'M) SW OF THE CENTERLINE EXTENDED OF THE TAXIWAY, 21.9 FT (6.7 M) SE OF
 FE2880'THE RUNWAY LIGHT (SHOWS WHITE) CLOSEST TO THE PROJECTION OF THE
 FE2880'TAXIWAY AND 196.2 FT (59.8 M) NE OF THE FIRST RUNWAY LIGHT SOUTH OF
 FE2880'THE PROJECTION OF THE TAXIWAY.
 FE2880' 
 FE2880'STATION IS ABOUT 0.5 FT (15.2 CM) BELOW SURFACE.
 FE2880
 FE2880                          STATION RECOVERY (1999)
 FE2880
 FE2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJH)
 FE2880'THE STATION IS LOCATED AT THE MCKELLAR-SIPES REGIONAL AIRPORT (MKL) AT
 FE2880'THE SOUTH END OF THE FIELD SOUTHEAST OF THE INTERSECTION RUNWAY 2/20
 FE2880'AND THE SECOND RIGHT ANGLED FEEDER TAXIWAY (A2) NORTHEAST OF APPROACH
 FE2880'END RUNWAY 2.  THE STATION IS 31.0 FT (9.4 M) SOUTHEAST OF THE RUNWAY
 FE2880'EDGE AND SET ON RANGE WITH THE SOUTHWEST EDGE OF TAXIWAY A2 PROJECTED
 FE2880'TO THE SOUTHEAST.  OWNERSHIP--JACKSON-MADISON COUNTY AIRPORT
 FE2880'AUTHORITY, C/O RODNEY HENDRIX EXECUTIVE DIRECTOR, MCKELLAR-SIPES
 FE2880'REGIONAL AIRPORT, 308 GRADY MONTGOMERY DRIVE, JACKSON, TN 38301, PHONE
 FE2880'(901) 423-0995.  ENTER THE FIELD AT THE GATE LOCATED NORTHEAST OF AND
 FE2880'ADJACENT TO THE FIRE STATION.  PASS THRU THE GATE AND CONTINUE EAST
 FE2880'FOR 0.04 MI (0.06 KM) TO TAXIWAY D ON THE RIGHT, TURN RIGHT AND
 FE2880'CONTINUE SOUTHEAST FOR 0.26 MI (0.42 KM) TO THE PARALLEL TAXIWAY A,
 FE2880'TURN RIGHT AND CONTINUE SOUTHWEST FOR 0.4 MI (0.6 KM) TO THE FEEDER
 FE2880'TAXIWAY A2 ON THE LEFT, TURN LEFT AND CONTINUE 0.02 MI (0.03 KM) TO
 FE2880'THE RUNWAY HOLD BAR ON THE NORTHWEST SIDE OF RUNWAY 2/20.  WITH
 FE2880'CLEARANCE FROM THE AIR TRAFFIC CONTROL TOWER CROSS RUNWAY 2/20 ON
 FE2880'TAXIWAY A2 TO THE SOUTHEAST SIDE OF THE RUNWAY AND THE STATION.  THE
 FE2880'STATION IS 21.8 FT (6.6 M) SOUTHEAST OF A RUNWAY LIGHT AND 0.5 FT
 FE2880'(15.2 CM) BELOW GROUND.  THIS STATION IS DESIGNATED AS THE PRIMARY
 FE2880'AIRPORT CONTROL STATION.
 FE2880
 FE2880                          STATION RECOVERY (2005)
 FE2880
 FE2880'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 FE2880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3880 ***********************************************************************
 AA3880  SACS        -  This is a Secondary Airport Control Station.
 AA3880  DESIGNATION -  MKL C
 AA3880  PID         -  AA3880
 AA3880  STATE/COUNTY-  TN/MADISON
 AA3880  USGS QUAD   -  WESTOVER (1981)
 AA3880
 AA3880                         *CURRENT SURVEY CONTROL
 AA3880  ___________________________________________________________________
 AA3880* NAD 83(1995)-  35 35 55.93860(N)    088 55 01.15026(W)     ADJUSTED  
 AA3880* NAVD 88     -       126.95   (meters)     416.5    (feet)  LEVELING  
 AA3880  ___________________________________________________________________
 AA3880  X           -      98,136.301 (meters)                     COMP
 AA3880  Y           -  -5,191,186.025 (meters)                     COMP
 AA3880  Z           -   3,692,150.723 (meters)                     COMP
 AA3880  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AA3880  ELLIP HEIGHT-          98.75  (meters)          (02/18/99) GPS OBS
 AA3880  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AA3880
 AA3880  HORZ ORDER  -  FIRST
 AA3880  VERT ORDER  -  THIRD ?
 AA3880  ELLP ORDER  -  FOURTH    CLASS I
 AA3880
 AA3880.This mark is at Mc Kellar-Sipes Regional Airport (MKL)
 AA3880
 AA3880.The horizontal coordinates were established by GPS observations
 AA3880.and adjusted by the National Geodetic Survey in February 1999..
 AA3880
 AA3880.The orthometric height was determined by differential leveling.
 AA3880.The vertical network tie was performed by a horz. field party for horz.
 AA3880.obs reductions. Reset procedures were used to establish the elevation.
 AA3880
 AA3880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3880
 AA3880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3880
 AA3880.The ellipsoidal height was determined by GPS observations
 AA3880.and is referenced to NAD 83.
 AA3880
 AA3880.The geoid height was determined by GEOID03.
 AA3880
 AA3880;                    North         East     Units Scale Factor Converg.
 AA3880;SPC TN       -   144,349.134   335,718.885   MT  0.99995678   -1 42 27.8
 AA3880;SPC TN       -   473,585.45  1,101,437.71   sFT  0.99995678   -1 42 27.8
 AA3880;UTM  16      - 3,941,150.381   326,345.354   MT  0.99997162   -1 06 58.2
 AA3880
 AA3880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3880!SPC TN       -   0.99998450  x   0.99995678  =   0.99994128
 AA3880!UTM  16      -   0.99998450  x   0.99997162  =   0.99995612
 AA3880
 AA3880                          SUPERSEDED SURVEY CONTROL
 AA3880
 AA3880  NAD 83(1995)-  35 35 55.93826(N)    088 55 01.15038(W) AD(       ) 1
 AA3880  ELLIP H (04/19/95)   98.76   (m)                       GP(       ) 4 1
 AA3880  NGVD 29 (04/19/95)  126.98   (m)          416.6    (f) LEVELING    3  
 AA3880
 AA3880.Superseded values are not recommended for survey control.
 AA3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3880.See file dsdata.txt to determine how the superseded data were derived.
 AA3880
 AA3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2634541150(NAD 83)
 AA3880_MARKER: DD = SURVEY DISK
 AA3880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3880_STAMPING: MKL C 1993
 AA3880_MARK LOGO: NOS   
 AA3880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3880+STABILITY: SURFACE MOTION
 AA3880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3880+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 AA3880
 AA3880  HISTORY     - Date     Condition        Report By
 AA3880  HISTORY     - 1993     MONUMENTED       NOS
 AA3880  HISTORY     - 19931231 GOOD             NGS
 AA3880  HISTORY     - 19990810 GOOD             NGS
 AA3880  HISTORY     - 20050225 GOOD             CAS
 AA3880
 AA3880                          STATION DESCRIPTION
 AA3880
 AA3880'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AA3880'STATION IS LOCATED ON THE MCKELLAR-SIPES REGIONAL AIRPORT WHICH IS 4.2
 AA3880'MI (6.8 KM) WEST OF THE JUNCTION OF BYPASS US HIGHWAY 45 AND US
 AA3880'HIGHWAY 70 IN THE SOUTHWEST PORTION OF THE CITY OF JACKSON,TN. AIRPORT
 AA3880'IS SOUTH OF US HIGHWAY 70 AND EAST OF STATE HIGHWAY 223. STATION IS
 AA3880'LOCATED IN THE SOUTH CENTRAL SECTION OF THE AIRPORT SOUTHWEST OF THE
 AA3880'INTERSECTION OF RUNWAYS AND NORTHWEST OF THE INTERSECTION OF THE
 AA3880'TAXIWAY RUNNING PARALLEL TO RUNWAY 2/20 AND THE SECOND EAST WEST
 AA3880'TAXIWAY SOUTH OF THE INTERSECTION OF RUNWAYS.
 AA3880' 
 AA3880'TO REACH FROM THE FIRE STATION OF THE WEST SIDE OF THE FIELD GO
 AA3880'SOUTHEAST TO TAXIWAY RUNNING PARALLEL WITH RUNWAY 2/20, TAKE THE
 AA3880'PARALLEL TAXIWAY SOUTH ACROSS RUNWAY 11/29 TO THE JUNCTION OF THE
 AA3880'SECOND TAXIWAY SOUTH OF RUNWAY 11/29 AND THE STATION ON RIGHT IN GRASS
 AA3880'NORTHWEST OF THE JUNCTION OF TAXIWAYS.
 AA3880' 
 AA3880'IT IS 140.7 FT (42.9 M) NW OF THE INTERSECTION OF TAXIWAYS, 993.4 FT
 AA3880'(302.8 M) NE OF THE FIRST TAXIWAY LIGHT (SHOWS BLUE) WEST OF THE
 AA3880'INTERSECTION OF TAXIWAYS, 66.4 FT (20.2 M) NNE OF THE TAXIWAY LIGHT AT
 AA3880'JUNCTION OF TAXIWAYS AND 30.7 FT (9.4 M) W OF THE CENTER OF A LIGHTED
 AA3880'SIGN INDICATING - RAMP.
 AA3880
 AA3880                          STATION RECOVERY (1993)
 AA3880
 AA3880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA3880'THE STATION IS LOCATED NEAR MIDFIELD AND NORTHWEST OF THE INTERSECTION
 AA3880'OF TAXIWAYS A AND D.  140.7 FT (42.9 M) NORTH-NORTHWEST OF THE
 AA3880'INTERSECTION OF TAXIWAYS A AND D, 93.4 FT (28.5 M) NORTHEAST OF THE
 AA3880'2ND TAXIWAY LIGHT WEST OF TAXIWAY A, 66.4 FT (20.2 M) NORTH-NORTHEAST
 AA3880'OF THE TAXIWAY LIGHT AT THE INTERSECTION OF THE TAXIWAYS, AND 30.7 FT
 AA3880'(9.4 M) WEST OF THE CENTER OF A RAMP SIGN.  THE STATION IS A STANDARD
 AA3880'NOS DISK SET IN THE TOP OF A CONCRETE MONUMENT STAMPED MKL C 1993 AND
 AA3880'FLUSH WITH THE GROUND.
 AA3880
 AA3880                          STATION RECOVERY (1999)
 AA3880
 AA3880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RJH)
 AA3880'THE STATION IS LOCATED AT THE MCKELLAR-SIPES REGIONAL AIRPORT (MKL)
 AA3880'NEAR MIDFIELD AND NORTH OF THE INTERSECTION TAXIWAYS D AND A.  THE
 AA3880'STATION IS 78.0 FT (23.8 M) NORTHWEST OF PARALLEL TAXIWAY A
 AA3880'CENTERLINE, AND 111.0 FT (33.8 M) NORTHEAST OF TAXIWAY D CENTERLINE.
 AA3880'OWNERSHIP--JACKSON-MADISON COUNTY AIRPORT AUTHORITY, C/O RODNEY
 AA3880'HENDRIX EXECUTIVE DIRECTOR, MCKELLAR-SIPES REGIONAL AIRPORT, 308 GRADY
 AA3880'MONTGOMERY DRIVE, JACKSON, TN 38301, PHONE (901) 423-0995. ENTER THE
 AA3880'FIELD AT THE GATE LOCATED NORTHEAST OF AND ADJACENT TO THE FIRE
 AA3880'STATION.  PASS THRU THE GATE AND CONTINUE EAST FOR 0.04 MI (0.06 KM)
 AA3880'TO TAXIWAY D ON THE RIGHT, TURN RIGHT AND CONTINUE SOUTHEAST FOR 0.26
 AA3880'MI (0.42 KM) TO THE PARALLEL TAXIWAY A AND THE STATION ON THE LEFT
 AA3880'NORTH OF THE INTERSECTION.  THE STATION IS 44.0 FT (13.4 M) SOUTHWEST
 AA3880'OF THE FIRST TAXIWAY LIGHT NORTHEAST OF THE TAXIWAY INTERSECTION
 AA3880'(LIGHT NO.  N45) , 66.5 FT (20.3 M) NORTH OF THE TAXIWAY LIGHT
 AA3880'ADJACENT TO THE CURVE AT TAXIWAY D AND A (LIGHT NO. S25) , AND 75.8 FT
 AA3880'(23.1 M) NORTHEAST OF A TAXIWAY INDICATOR SIGN ADJACENT TO TAXIWAY D.
 AA3880'THE STATION IS A STANDARD NATIONAL OCEAN SERVICE DISK SET IN THE TOP
 AA3880'OF A CONCRETE POST FLUSH WITH THE GROUND.  THIS STATION IS DESIGNATED
 AA3880'A SECONDARY AIRPORT CONTROL STATION.
 AA3880
 AA3880                          STATION RECOVERY (2005)
 AA3880
 AA3880'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 AA3880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0515 ***********************************************************************
 FD0515  DESIGNATION -  MLB
 FD0515  PID         -  FD0515
 FD0515  STATE/COUNTY-  TN/WILLIAMSON
 FD0515  USGS QUAD   -  FRANKLIN (1981)
 FD0515
 FD0515                         *CURRENT SURVEY CONTROL
 FD0515  ___________________________________________________________________
 FD0515* NAD 83(1986)-  35 59 52.     (N)    086 47 52.     (W)     SCALED    
 FD0515* NAVD 88     -       210.716  (meters)     691.32   (feet)  ADJUSTED  
 FD0515  ___________________________________________________________________
 FD0515  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FD0515  DYNAMIC HT  -         210.532 (meters)     690.72  (feet)  COMP
 FD0515  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 FD0515
 FD0515  VERT ORDER  -  SECOND    CLASS 0
 FD0515
 FD0515.The horizontal coordinates were scaled from a topographic map and have
 FD0515.an estimated accuracy of +/- 6 seconds.
 FD0515
 FD0515.The orthometric height was determined by differential leveling
 FD0515.and adjusted by the National Geodetic Survey in June 1991..
 FD0515
 FD0515.The geoid height was determined by GEOID03.
 FD0515
 FD0515.The dynamic height is computed by dividing the NAVD 88
 FD0515.geopotential number by the normal gravity value computed on the
 FD0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0515.degrees latitude (g = 980.6199 gals.).
 FD0515
 FD0515.The modeled gravity was interpolated from observed gravity values.
 FD0515
 FD0515;                    North         East    Units  Estimated Accuracy
 FD0515;SPC TN       -   184,960.      528,070.      MT  (+/- 180 meters Scaled)
 FD0515
 FD0515                          SUPERSEDED SURVEY CONTROL
 FD0515
 FD0515  NGVD 29 (??/??/92)  210.715  (m)          691.32   (f) ADJ UNCH    2 0
 FD0515
 FD0515.Superseded values are not recommended for survey control.
 FD0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0515.See file dsdata.txt to determine how the superseded data were derived.
 FD0515
 FD0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE182837(NAD 83)
 FD0515_MARKER: DD = SURVEY DISK
 FD0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0515_STAMPING: MLB 1946
 FD0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0515+STABILITY: SURFACE MOTION
 FD0515
 FD0515  HISTORY     - Date     Condition        Report By
 FD0515  HISTORY     - 1946     MONUMENTED       TNGS
 FD0515  HISTORY     - 1960     GOOD             NGS
 FD0515
 FD0515                          STATION DESCRIPTION
 FD0515
 FD0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0515'3.4 MI S FROM BRENTWOOD.
 FD0515'FROM THE POST OFFICE IN BRENTWOOD, GO 0.1 MILE NORTH ON U.S.
 FD0515'HIGHWAY 31, THEN 1.35 MILE SOUTH ON WILSON PIKE ROAD, THEN 1.8
 FD0515'MILE SOUTH ON INTERSTATE HIGHWAY 65 TO THE INTERSECTION OF
 FD0515'CALLENDAR ROAD, THEN 0.2 MILE WEST ON CALLENDAR ROAD.  THE BENCH
 FD0515'MARK IS 60 FT. NORTHWEST OF A POWER LINE POLE, 46 FT. NORTH OF
 FD0515'THE CENTER OF CALLENDAR ROAD, 25 FT. NORTH OF THE CENTER OF A
 FD0515'GATE AND ROAD LEADING TO A BARN, AND 1.5 FT. EAST OF A WITNESS
 FD0515'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 4
 FD0515'INCHES AND ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2642 ***********************************************************************
 GC2642  DESIGNATION -  MLB 1290
 GC2642  PID         -  GC2642
 GC2642  STATE/COUNTY-  TN/STEWART
 GC2642  USGS QUAD   -  STANDING ROCK (1986)
 GC2642
 GC2642                         *CURRENT SURVEY CONTROL
 GC2642  ___________________________________________________________________
 GC2642* NAD 83(1995)-  36 29 49.39674(N)    087 53 53.49177(W)     ADJUSTED  
 GC2642* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 GC2642  ___________________________________________________________________
 GC2642  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GC2642  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2642
 GC2642  HORZ ORDER  -  SECOND
 GC2642
 GC2642.The horizontal coordinates were established by classical geodetic methods
 GC2642.and adjusted by the National Geodetic Survey in April 1999..
 GC2642
 GC2642.The orthometric height was scaled from a topographic map.
 GC2642
 GC2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2642
 GC2642.The geoid height was determined by GEOID03.
 GC2642
 GC2642;                    North         East     Units Scale Factor Converg.
 GC2642;SPC TN       -   241,718.433   429,940.505   MT  1.00001525   -1 06 40.6
 GC2642;SPC TN       -   793,037.89  1,410,563.14   sFT  1.00001525   -1 06 40.6
 GC2642;UTM  16      - 4,039,456.412   419,558.145   MT  0.99967972   -0 32 03.3
 GC2642
 GC2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2642!SPC TN       -   0.99997490  x   1.00001525  =   0.99999015
 GC2642!UTM  16      -   0.99997490  x   0.99967972  =   0.99965463
 GC2642
 GC2642                          SUPERSEDED SURVEY CONTROL
 GC2642
 GC2642  NAD 83(1995)-  36 29 49.39856(N)    087 53 53.49250(W) AD(       ) 2
 GC2642  NAD 83(1995)-  36 29 49.40187(N)    087 53 53.49757(W) AD(       ) 2
 GC2642  NAD 83(1986)-  36 29 49.40601(N)    087 53 53.49392(W) AD(       ) 2
 GC2642  NAD 27      -  36 29 49.21800(N)    087 53 53.40200(W) AD(       ) 2
 GC2642
 GC2642.Superseded values are not recommended for survey control.
 GC2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2642.See file dsdata.txt to determine how the superseded data were derived.
 GC2642
 GC2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1955839456(NAD 83)
 GC2642_MARKER: DD = SURVEY DISK
 GC2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2642_STAMPING: MLB 1290 1947
 GC2642_MARK LOGO: TVA   
 GC2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2642+STABILITY: SURFACE MOTION
 GC2642
 GC2642  HISTORY     - Date     Condition        Report By
 GC2642  HISTORY     - 1947     MONUMENTED       TVA
 GC2642  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 GC2642
 GC2642                          STATION DESCRIPTION
 GC2642
 GC2642'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1947
 GC2642'SEE STATION FAIR
 GC2642
 GC2642                          STATION RECOVERY (1986)
 GC2642
 GC2642'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLP)
 GC2642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2602 ***********************************************************************
 GC2602  DESIGNATION -  MLB 1340
 GC2602  PID         -  GC2602
 GC2602  STATE/COUNTY-  TN/HUMPHREYS
 GC2602  USGS QUAD   -  HALLS CREEK (1973)
 GC2602
 GC2602                         *CURRENT SURVEY CONTROL
 GC2602  ___________________________________________________________________
 GC2602* NAD 83(1995)-  36 07 37.09064(N)    087 46 46.75373(W)     ADJUSTED  
 GC2602* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 GC2602  ___________________________________________________________________
 GC2602  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 GC2602  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC2602
 GC2602  HORZ ORDER  -  SECOND
 GC2602
 GC2602.The horizontal coordinates were established by classical geodetic methods
 GC2602.and adjusted by the National Geodetic Survey in April 1999..
 GC2602
 GC2602.The orthometric height was scaled from a topographic map.
 GC2602
 GC2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2602
 GC2602.The geoid height was determined by GEOID03.
 GC2602
 GC2602;                    North         East     Units Scale Factor Converg.
 GC2602;SPC TN       -   200,459.888   439,812.465   MT  0.99996143   -1 02 30.8
 GC2602;SPC TN       -   657,675.48  1,442,951.40   sFT  0.99996143   -1 02 30.8
 GC2602;UTM  16      - 3,998,312.820   429,843.801   MT  0.99966064   -0 27 34.9
 GC2602
 GC2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2602!SPC TN       -   0.99997031  x   0.99996143  =   0.99993174
 GC2602!UTM  16      -   0.99997031  x   0.99966064  =   0.99963096
 GC2602
 GC2602                          SUPERSEDED SURVEY CONTROL
 GC2602
 GC2602  NAD 83(1995)-  36 07 37.09243(N)    087 46 46.75750(W) AD(       ) 2
 GC2602  NAD 83(1995)-  36 07 37.09330(N)    087 46 46.75877(W) AD(       ) 2
 GC2602  NAD 83(1986)-  36 07 37.10048(N)    087 46 46.75561(W) AD(       ) 2
 GC2602  NAD 27      -  36 07 36.88600(N)    087 46 46.66700(W) AD(       ) 2
 GC2602
 GC2602.Superseded values are not recommended for survey control.
 GC2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2602.See file dsdata.txt to determine how the superseded data were derived.
 GC2602
 GC2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE2984498313(NAD 83)
 GC2602_MARKER: DD = SURVEY DISK
 GC2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2602_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2602_MARK LOGO: TVA   
 GC2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2602+STABILITY: SURFACE MOTION
 GC2602
 GC2602  HISTORY     - Date     Condition        Report By
 GC2602  HISTORY     - 1947     MONUMENTED       TVA
 GC2602
 GC2602                          STATION DESCRIPTION
 GC2602
 GC2602'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1947 (LWS)
 GC2602'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WAVERLY ACROSS THE
 GC2602'HIGHWAY FROM THE HOME OF MR. ROBERT E. BROWNING. IT IS 36 FEET EAST
 GC2602'OF THE CENTER OF STATE HIGHWAY 13, 56 FEET NORTH OF A TELEPHONE POLE
 GC2602'AND 3 FEET WEST OF A FENCE. THE MARK IS A 6 X 6 INCH CONCRETE POST
 GC2602'WITH A BRONZE TVA DISK IN THE TOP. THE MARK PROJECTS ABOUT 6 INCHES
 GC2602'AND THE DISK IS STAMPED MLB 1340 1947. A TRAVERSE CONNECTION
 GC2602'WAS MADE FROM TRIANGULATION STATION RICHLAND AND THE DISTANCE IS
 GC2602'38.346 METERS (125.81 FEET).
 GC2602'
 GC2602'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2602'HIGHWAY 13 AT THE NORTHEAST CORNER OF THE COURTHOUSE IN WAVERLY, GO
 GC2602'NORTHEAST ON HIGHWAY 13 FOR 3.15 MILES TO THE STATION ON THE RIGHT AS
 GC2602'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1657 ***********************************************************************
 FD1657  DESIGNATION -  MLB 863
 FD1657  PID         -  FD1657
 FD1657  STATE/COUNTY-  TN/BEDFORD
 FD1657  USGS QUAD   -  UNIONVILLE (1981)
 FD1657
 FD1657                         *CURRENT SURVEY CONTROL
 FD1657  ___________________________________________________________________
 FD1657* NAD 83(1986)-  35 35 56.     (N)    086 32 47.     (W)     SCALED    
 FD1657* NAVD 88     -       216.48   (+/-2cm)     710.2    (feet)  VERTCON   
 FD1657  ___________________________________________________________________
 FD1657  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FD1657
 FD1657  VERT ORDER  -  THIRD (See Below)
 FD1657
 FD1657.The horizontal coordinates were scaled from a topographic map and have
 FD1657.an estimated accuracy of +/- 6 seconds.
 FD1657
 FD1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1657.The vertical order pertains to the NGVD 29 superseded value.
 FD1657
 FD1657.The geoid height was determined by GEOID03.
 FD1657
 FD1657;                    North         East    Units  Estimated Accuracy
 FD1657;SPC TN       -   140,550.      550,490.      MT  (+/- 180 meters Scaled)
 FD1657
 FD1657                          SUPERSEDED SURVEY CONTROL
 FD1657
 FD1657  NGVD 29 (??/??/??)  216.48   (m)          710.2    (f) N HEIGHT    3  
 FD1657
 FD1657.Superseded values are not recommended for survey control.
 FD1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1657.See file dsdata.txt to determine how the superseded data were derived.
 FD1657
 FD1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE410395(NAD 83)
 FD1657_MARKER: DB = BENCH MARK DISK
 FD1657_SETTING: 66 = SET IN ROCK OUTCROP
 FD1657_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FD1657_STAMPING: MLB 863 1946
 FD1657_MARK LOGO: TVA   
 FD1657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FD1657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1657+STABILITY: POSITION/ELEVATION WELL
 FD1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FD1657+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1987
 FD1657
 FD1657  HISTORY     - Date     Condition        Report By
 FD1657  HISTORY     - 1946     MONUMENTED       TVA
 FD1657  HISTORY     - 19870204 GOOD             TNDT
 FD1657
 FD1657                          STATION DESCRIPTION
 FD1657
 FD1657'DESCRIBED BY TN DEPT OF TRANSP 1987
 FD1657'LOCATED 10.1 MILES NORTHWEST OF COURTHOUSE IN SHELBYVILLE, ON
 FD1657'VERSAILLES PIKE, ON THE PROPERTY OF JOHN PRICE, 21 FEET WEST OF
 FD1657'CENTERLINE OF ROAD, AND 55 FEET SOUTH OF T FENCE WEST.  A STANDARD
 FD1657'TVA DISK STAMPED MLB 863 1946 AND SET IN LIMESTONE ROCK.  REFERENCE
 FD1657'MARK 1 7.65 FEET NORTH 30 DEG.  WEST OF NAIL AND WASHER IN 8 INCH
 FD1657'CEDAR.  REFERENCE MARK 2 50.53 FEET NORTH 32 DEG.  EAST TO NAIL AND
 FD1657'WASHER IN TELEPHONE POLE.  REFERENCE MARK 3 35.0 FEET NORTH 80 DEG.
 FD1657'EAST TO NAIL AND WASHER IN FENCE POST.  ELEVATION 710.245 FEET OR
 FD1657'216.483 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0321 ***********************************************************************
 FD0321  DESIGNATION -  MLB 941
 FD0321  PID         -  FD0321
 FD0321  STATE/COUNTY-  TN/MARSHALL
 FD0321  USGS QUAD   -  PETERSBURG (1980)
 FD0321
 FD0321                         *CURRENT SURVEY CONTROL
 FD0321  ___________________________________________________________________
 FD0321* NAD 83(1986)-  35 19 12.     (N)    086 38 25.     (W)     SCALED    
 FD0321* NAVD 88     -       235.466  (meters)     772.52   (feet)  ADJUSTED  
 FD0321  ___________________________________________________________________
 FD0321  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FD0321  DYNAMIC HT  -         235.252 (meters)     771.82  (feet)  COMP
 FD0321  MODELED GRAV-     979,718.5   (mgal)                       NAVD 88
 FD0321
 FD0321  VERT ORDER  -  FIRST     CLASS II
 FD0321
 FD0321.The horizontal coordinates were scaled from a topographic map and have
 FD0321.an estimated accuracy of +/- 6 seconds.
 FD0321
 FD0321.The orthometric height was determined by differential leveling
 FD0321.and adjusted by the National Geodetic Survey in June 1991..
 FD0321
 FD0321.The geoid height was determined by GEOID03.
 FD0321
 FD0321.The dynamic height is computed by dividing the NAVD 88
 FD0321.geopotential number by the normal gravity value computed on the
 FD0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0321.degrees latitude (g = 980.6199 gals.).
 FD0321
 FD0321.The modeled gravity was interpolated from observed gravity values.
 FD0321
 FD0321;                    North         East    Units  Estimated Accuracy
 FD0321;SPC TN       -   109,660.      541,780.      MT  (+/- 180 meters Scaled)
 FD0321
 FD0321                          SUPERSEDED SURVEY CONTROL
 FD0321
 FD0321  NGVD 29 (??/??/92)  235.445  (m)          772.46   (f) ADJ UNCH    1 2
 FD0321
 FD0321.Superseded values are not recommended for survey control.
 FD0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0321.See file dsdata.txt to determine how the superseded data were derived.
 FD0321
 FD0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE326085(NAD 83)
 FD0321_MARKER: DD = SURVEY DISK
 FD0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0321_STAMPING: MLB 941 1946
 FD0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0321+STABILITY: SURFACE MOTION
 FD0321
 FD0321  HISTORY     - Date     Condition        Report By
 FD0321  HISTORY     - 1946     MONUMENTED       TVA
 FD0321  HISTORY     - 1949     GOOD             NGS
 FD0321
 FD0321                          STATION DESCRIPTION
 FD0321
 FD0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0321'AT PETERSBURG.
 FD0321'AT PETERSBURG, ABOUT 0.2 MILE WEST ALONG A BLACK TOP STREET FROM
 FD0321'THE CITY SQUARE, SET IN THE SOUTHEAST CORNER OF THE LAWN AT
 FD0321'THE M.E. CHURCH, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FD0321'THE CHURCH BUILDING, 17 FEET NORTH OF THE CENTER LINE OF THE
 FD0321'STREET, 1 1/2 FEET NORTH OF THE NORTH EDGE OF A SIDE WALK, 1/2
 FD0321'FEET WEST OF THE WEST EDGE OF A STONE TERRACE AROUND LAWN, AND
 FD0321'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0318 ***********************************************************************
 FD0318  DESIGNATION -  MLB 943
 FD0318  PID         -  FD0318
 FD0318  STATE/COUNTY-  TN/MARSHALL
 FD0318  USGS QUAD   -  PETERSBURG (1980)
 FD0318
 FD0318                         *CURRENT SURVEY CONTROL
 FD0318  ___________________________________________________________________
 FD0318* NAD 83(1986)-  35 20 15.     (N)    086 40 10.     (W)     SCALED    
 FD0318* NAVD 88     -       239.231  (meters)     784.88   (feet)  ADJUSTED  
 FD0318  ___________________________________________________________________
 FD0318  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0318  DYNAMIC HT  -         239.012 (meters)     784.16  (feet)  COMP
 FD0318  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 FD0318
 FD0318  VERT ORDER  -  FIRST     CLASS II
 FD0318
 FD0318.The horizontal coordinates were scaled from a topographic map and have
 FD0318.an estimated accuracy of +/- 6 seconds.
 FD0318
 FD0318.The orthometric height was determined by differential leveling
 FD0318.and adjusted by the National Geodetic Survey in June 1991..
 FD0318
 FD0318.The geoid height was determined by GEOID03.
 FD0318
 FD0318.The dynamic height is computed by dividing the NAVD 88
 FD0318.geopotential number by the normal gravity value computed on the
 FD0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0318.degrees latitude (g = 980.6199 gals.).
 FD0318
 FD0318.The modeled gravity was interpolated from observed gravity values.
 FD0318
 FD0318;                    North         East    Units  Estimated Accuracy
 FD0318;SPC TN       -   111,620.      539,140.      MT  (+/- 180 meters Scaled)
 FD0318
 FD0318                          SUPERSEDED SURVEY CONTROL
 FD0318
 FD0318  NGVD 29 (??/??/92)  239.207  (m)          784.80   (f) ADJ UNCH    1 2
 FD0318
 FD0318.Superseded values are not recommended for survey control.
 FD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0318.See file dsdata.txt to determine how the superseded data were derived.
 FD0318
 FD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE300105(NAD 83)
 FD0318_MARKER: DD = SURVEY DISK
 FD0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0318_STAMPING: MLB 943 1946
 FD0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0318+STABILITY: SURFACE MOTION
 FD0318
 FD0318  HISTORY     - Date     Condition        Report By
 FD0318  HISTORY     - 1946     MONUMENTED       TVA
 FD0318  HISTORY     - 1949     GOOD             NGS
 FD0318
 FD0318                          STATION DESCRIPTION
 FD0318
 FD0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0318'2.4 MI NW FROM PETERSBURG.
 FD0318'2.15 MILES NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0318'RAILWAY FROM THE STATION AT PETERSBURG, THENCE ABOUT 0.3 MILE
 FD0318'NORTHWEST ALONG STATE HIGHWAY 50, ABOUT 0.2 MILE NORTHWEST OF A
 FD0318'KRAFT FOOD PLANT ON NORTHEAST SIDE OF HIGHWAY, AT THE
 FD0318'NORTH CORNER OF A CULTIVATED FIELD, 146 FEET SOUTHEAST OF THE
 FD0318'CENTER OF THE SOUTHWEST END OF A 4-FOOT CONCRETE CULVERT UNDER
 FD0318'HIGHWAY, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FD0318'3 1/2 FEET SOUTHEAST OF A HIGHWAY R/W MARKER POST, 1 FOOT NORTHEAST
 FD0318'OF A FENCE LINE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 FD0318'POST, 2 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 FD0318'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0314 ***********************************************************************
 FD0314  DESIGNATION -  MLB 944
 FD0314  PID         -  FD0314
 FD0314  STATE/COUNTY-  TN/MARSHALL
 FD0314  USGS QUAD   -  PETERSBURG (1980)
 FD0314
 FD0314                         *CURRENT SURVEY CONTROL
 FD0314  ___________________________________________________________________
 FD0314* NAD 83(1986)-  35 21 29.     (N)    086 41 05.     (W)     SCALED    
 FD0314* NAVD 88     -       245.334  (meters)     804.90   (feet)  ADJUSTED  
 FD0314  ___________________________________________________________________
 FD0314  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FD0314  DYNAMIC HT  -         245.107 (meters)     804.16  (feet)  COMP
 FD0314  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 FD0314
 FD0314  VERT ORDER  -  FIRST     CLASS II
 FD0314
 FD0314.The horizontal coordinates were scaled from a topographic map and have
 FD0314.an estimated accuracy of +/- 6 seconds.
 FD0314
 FD0314.The orthometric height was determined by differential leveling
 FD0314.and adjusted by the National Geodetic Survey in June 1991..
 FD0314
 FD0314.The geoid height was determined by GEOID03.
 FD0314
 FD0314.The dynamic height is computed by dividing the NAVD 88
 FD0314.geopotential number by the normal gravity value computed on the
 FD0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0314.degrees latitude (g = 980.6199 gals.).
 FD0314
 FD0314.The modeled gravity was interpolated from observed gravity values.
 FD0314
 FD0314;                    North         East    Units  Estimated Accuracy
 FD0314;SPC TN       -   113,910.      537,770.      MT  (+/- 180 meters Scaled)
 FD0314
 FD0314                          SUPERSEDED SURVEY CONTROL
 FD0314
 FD0314  NGVD 29 (??/??/92)  245.306  (m)          804.81   (f) ADJ UNCH    1 2
 FD0314
 FD0314.Superseded values are not recommended for survey control.
 FD0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0314.See file dsdata.txt to determine how the superseded data were derived.
 FD0314
 FD0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE286127(NAD 83)
 FD0314_MARKER: DD = SURVEY DISK
 FD0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0314_STAMPING: MLB 944 1946
 FD0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0314+STABILITY: SURFACE MOTION
 FD0314
 FD0314  HISTORY     - Date     Condition        Report By
 FD0314  HISTORY     - 1946     MONUMENTED       TVA
 FD0314  HISTORY     - 1949     GOOD             NGS
 FD0314
 FD0314                          STATION DESCRIPTION
 FD0314
 FD0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0314'4.1 MI NW FROM PETERSBURG.
 FD0314'4.1 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0314'LOUIS RAILWAY FROM THE STATION AT PETERSBURG, AT TALLEY, ABOUT
 FD0314'0.15 MILE NORTHWEST OF THE ROAD CROSSING, 210 FEET NORTHWEST OF
 FD0314'THE NORTH CORNER OF THE R.B. CONRAD STORE BUILDING, 105 FEET
 FD0314'SOUTHWEST AND ACROSS STATE HIGHWAY 50 FROM THE SOUTHWEST RAIL,
 FD0314'44 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 50, 1.3
 FD0314'FEET NORTHWEST OF TELEPHONE POLE NO. 2582, 1 FOOT SOUTHWEST OF A
 FD0314'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND
 FD0314'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0163 ***********************************************************************
 FD0163  DESIGNATION -  MLB 980
 FD0163  PID         -  FD0163
 FD0163  STATE/COUNTY-  TN/LINCOLN
 FD0163  USGS QUAD   -  HUNTLAND (1972)
 FD0163
 FD0163                         *CURRENT SURVEY CONTROL
 FD0163  ___________________________________________________________________
 FD0163* NAD 83(1986)-  35 00 23.     (N)    086 22 01.     (W)     SCALED    
 FD0163* NAVD 88     -       284.268  (meters)     932.64   (feet)  ADJUSTED  
 FD0163  ___________________________________________________________________
 FD0163  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FD0163  DYNAMIC HT  -         283.986 (meters)     931.71  (feet)  COMP
 FD0163  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 FD0163
 FD0163  VERT ORDER  -  FIRST     CLASS II
 FD0163
 FD0163.The horizontal coordinates were scaled from a topographic map and have
 FD0163.an estimated accuracy of +/- 6 seconds.
 FD0163
 FD0163.The orthometric height was determined by differential leveling
 FD0163.and adjusted by the National Geodetic Survey in June 1991..
 FD0163
 FD0163.The geoid height was determined by GEOID03.
 FD0163
 FD0163.The dynamic height is computed by dividing the NAVD 88
 FD0163.geopotential number by the normal gravity value computed on the
 FD0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0163.degrees latitude (g = 980.6199 gals.).
 FD0163
 FD0163.The modeled gravity was interpolated from observed gravity values.
 FD0163
 FD0163;                    North         East    Units  Estimated Accuracy
 FD0163;SPC TN       -    74,740.      566,500.      MT  (+/- 180 meters Scaled)
 FD0163
 FD0163                          SUPERSEDED SURVEY CONTROL
 FD0163
 FD0163  NGVD 29 (??/??/92)  284.228  (m)          932.50   (f) ADJ UNCH    1 2
 FD0163
 FD0163.Superseded values are not recommended for survey control.
 FD0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0163.See file dsdata.txt to determine how the superseded data were derived.
 FD0163
 FD0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED577739(NAD 83)
 FD0163_MARKER: DD = SURVEY DISK
 FD0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0163_STAMPING: MLB 980 TVA 1949
 FD0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0163+STABILITY: SURFACE MOTION
 FD0163
 FD0163  HISTORY     - Date     Condition        Report By
 FD0163  HISTORY     - 1949     MONUMENTED       TVA
 FD0163
 FD0163                          STATION DESCRIPTION
 FD0163
 FD0163'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 FD0163'0.8 MI SW FROM ELORA.
 FD0163'0.75 MILE SOUTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0163'LOUIS RAILWAY FROM THE STATION AT ELORA, ABOUT 125 FEET
 FD0163'SOUTH-SOUTHEAST AND ACROSS THE TRACK AND HIGHWAY FROM THE
 FD0163'SOUTH CORNER OF A SMALL FARM HOUSE, 70.5 FEET SOUTHEAST AND
 FD0163'ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 25.3 FEET
 FD0163'SOUTHEAST OF THE SOUTHEAST RAIL, 9.6 FEET SOUTHEAST OF POLE NO.
 FD0163'22/15, 10.6 FEET NORTHWEST OF AN 18-INCH PIN OAK TREE, ABOUT 3
 FD0163'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FD0163'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1333 ***********************************************************************
 GC1333  DESIGNATION -  MM 3
 GC1333  PID         -  GC1333
 GC1333  STATE/COUNTY-  TN/CHEATHAM
 GC1333  USGS QUAD   -  WHITE BLUFF (1983)
 GC1333
 GC1333                         *CURRENT SURVEY CONTROL
 GC1333  ___________________________________________________________________
 GC1333* NAD 83(1986)-  36 05 42.     (N)    087 08 59.     (W)     SCALED    
 GC1333* NAVD 88     -       169.644  (meters)     556.57   (feet)  ADJUSTED  
 GC1333  ___________________________________________________________________
 GC1333  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GC1333  DYNAMIC HT  -         169.500 (meters)     556.10  (feet)  COMP
 GC1333  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 GC1333
 GC1333  VERT ORDER  -  FIRST     CLASS II
 GC1333
 GC1333.The horizontal coordinates were scaled from a topographic map and have
 GC1333.an estimated accuracy of +/- 6 seconds.
 GC1333
 GC1333.The orthometric height was determined by differential leveling
 GC1333.and adjusted by the National Geodetic Survey in June 1991..
 GC1333
 GC1333.The geoid height was determined by GEOID03.
 GC1333
 GC1333.The dynamic height is computed by dividing the NAVD 88
 GC1333.geopotential number by the normal gravity value computed on the
 GC1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1333.degrees latitude (g = 980.6199 gals.).
 GC1333
 GC1333.The modeled gravity was interpolated from observed gravity values.
 GC1333
 GC1333;                    North         East    Units  Estimated Accuracy
 GC1333;SPC TN       -   196,060.      496,470.      MT  (+/- 180 meters Scaled)
 GC1333
 GC1333                          SUPERSEDED SURVEY CONTROL
 GC1333
 GC1333  NGVD 29 (??/??/92)  169.666  (m)          556.65   (f) ADJ UNCH    1 2
 GC1333
 GC1333.Superseded values are not recommended for survey control.
 GC1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1333.See file dsdata.txt to determine how the superseded data were derived.
 GC1333
 GC1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE865944(NAD 83)
 GC1333_MARKER: DD = SURVEY DISK
 GC1333_SETTING: 66 = SET IN ROCK OUTCROP
 GC1333_SP_SET: BEDROCK
 GC1333_STAMPING: MM 3 1930 556.912
 GC1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1333+STABILITY: POSITION/ELEVATION WELL
 GC1333
 GC1333  HISTORY     - Date     Condition        Report By
 GC1333  HISTORY     - 1930     MONUMENTED       USGS
 GC1333  HISTORY     - 1948     GOOD             NGS
 GC1333
 GC1333                          STATION DESCRIPTION
 GC1333
 GC1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1333'IN CRAGGIE HOPE.
 GC1333'AT CRAGGIE HOPE, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1333'RAILWAY, IN THE NORTHWEST ANGLE OF A ROAD CROSSING, IN THE TOP OF
 GC1333'A LEDGE OF BED ROCK IN FRONT OF H.O. PARKERS STOREN, 30.5 FEET
 GC1333'NORTH OF THE NORTH RAIL, 20 FEET NORTHEAST OF MILE POST 26, 13
 GC1333'FEET NORTH OF POLE 25+46, 17 FEET SOUTHEAST OF THE SOUTHWEST
 GC1333'CORNER OF THE STORE BUILDING, ABOUT LEVEL WITH THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7703 ***********************************************************************
 DG7703  CBN         -  This is a Cooperative Base Network Control Station.
 DG7703  DESIGNATION -  MNAA ARF
 DG7703  PID         -  DG7703
 DG7703  STATE/COUNTY-  TN/DAVIDSON
 DG7703  USGS QUAD   -  ANTIOCH (1983)
 DG7703
 DG7703                         *CURRENT SURVEY CONTROL
 DG7703  ___________________________________________________________________
 DG7703* NAD 83(1995)-  36 07 26.08035(N)    086 39 56.75784(W)     ADJUSTED  
 DG7703* NAVD 88     -       173.7    (meters)     570.     (feet)  GPS OBS   
 DG7703  ___________________________________________________________________
 DG7703  X           -     299,993.239 (meters)                     COMP
 DG7703  Y           -  -5,149,290.623 (meters)                     COMP
 DG7703  Z           -   3,739,391.457 (meters)                     COMP
 DG7703  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DG7703  ELLIP HEIGHT-         144.50  (meters)          (08/03/04) GPS OBS
 DG7703  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DG7703
 DG7703  HORZ ORDER  -  A
 DG7703  ELLP ORDER  -  FOURTH    CLASS I
 DG7703
 DG7703.The horizontal coordinates were established by GPS observations
 DG7703.and adjusted by the National Geodetic Survey in August 2004..
 DG7703
 DG7703.The orthometric height was determined by GPS observations and a
 DG7703.high-resolution geoid model.
 DG7703
 DG7703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7703
 DG7703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7703
 DG7703.The ellipsoidal height was determined by GPS observations
 DG7703.and is referenced to NAD 83.
 DG7703
 DG7703.The geoid height was determined by GEOID03.
 DG7703
 DG7703;                    North         East     Units Scale Factor Converg.
 DG7703;SPC TN       -   198,867.899   540,068.913   MT  0.99996116   -0 23 23.2
 DG7703;SPC TN       -   652,452.43  1,771,876.09   sFT  0.99996116   -0 23 23.2
 DG7703;UTM  16      - 3,997,743.877   530,076.567   MT  0.99961115   +0 11 49.4
 DG7703
 DG7703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7703!SPC TN       -   0.99997732  x   0.99996116  =   0.99993848
 DG7703!UTM  16      -   0.99997732  x   0.99961115  =   0.99958848
 DG7703
 DG7703                          SUPERSEDED SURVEY CONTROL
 DG7703
 DG7703.No superseded survey control is available for this station.
 DG7703
 DG7703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3007797744(NAD 83)
 DG7703_MARKER: DD = SURVEY DISK
 DG7703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7703_STAMPING: MNAA ARF
 DG7703_MARK LOGO: NASHAP
 DG7703_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7703+STABILITY: SURFACE MOTION
 DG7703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7703+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DG7703
 DG7703  HISTORY     - Date     Condition        Report By
 DG7703  HISTORY     - 20031010 MONUMENTED       NASHAP
 DG7703
 DG7703                          STATION DESCRIPTION
 DG7703
 DG7703'DESCRIBED BY METRO NASHVILLE APT AUTH 2003 (MDF)
 DG7703'THE STATION IS LOCATED IN THE EAST, CENTER PORTION OF THE AIRPORT.
 DG7703' 
 DG7703'OWNERSHIP--METROPOLITAN NASHVILLE AIRPORT AUTHORITY, ONE TERMINAL
 DG7703'DRIVE,NASHVILLE, TN  37214.
 DG7703' 
 DG7703'TO REACH FROM THE INTERSECTION OF MURFREESBORO ROAD AND DONELSON PIKE,
 DG7703'PROCEED NORTH ON DONELSON PIKE.  AT THE INTERSECTION OF DONELSON PIKE
 DG7703'AND HANGER LANE TURN LEFT ONTO HANGER LANE.  AT THE INTERSECTION OF
 DG7703'HANGER LANE AND AIR SERVICE DR TURN RIGHT.  THE STATION IS NEAR THE
 DG7703'NORTHEAST CORNER OF THE AAARF BUILDING.  THE STATION IS INDICATED WITH
 DG7703'A FIBERGLASS WITNESS POST ADJACENT TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1872 ***********************************************************************
 FC1872  DESIGNATION -  MOCCASIN
 FC1872  PID         -  FC1872
 FC1872  STATE/COUNTY-  TN/HAMILTON
 FC1872  USGS QUAD   -  CHATTANOOGA (1976)
 FC1872
 FC1872                         *CURRENT SURVEY CONTROL
 FC1872  ___________________________________________________________________
 FC1872* NAD 83(1995)-  35 01 46.21552(N)    085 19 47.61080(W)     ADJUSTED  
 FC1872* NAVD 88     -       260.9    (meters)     856.     (feet)  VERTCON   
 FC1872  ___________________________________________________________________
 FC1872  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 FC1872  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FC1872
 FC1872  HORZ ORDER  -  SECOND
 FC1872
 FC1872.The horizontal coordinates were established by classical geodetic methods
 FC1872.and adjusted by the National Geodetic Survey in April 1999..
 FC1872
 FC1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1872
 FC1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1872
 FC1872.The geoid height was determined by GEOID03.
 FC1872
 FC1872;                    North         East     Units Scale Factor Converg.
 FC1872;SPC TN       -    77,450.886   661,153.326   MT  1.00004623   +0 23 32.3
 FC1872;SPC TN       -   254,103.45  2,169,133.87   sFT  1.00004623   +0 23 32.3
 FC1872;UTM  16      - 3,877,589.740   652,352.826   MT  0.99988607   +0 57 31.8
 FC1872
 FC1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1872!SPC TN       -   0.99996370  x   1.00004623  =   1.00000993
 FC1872!UTM  16      -   0.99996370  x   0.99988607  =   0.99984977
 FC1872
 FC1872:                Primary Azimuth Mark                     Grid Az
 FC1872:SPC TN       -  CHATTANOOGA FIRST METH CHURCH            045 25 39.6
 FC1872:UTM  16      -  CHATTANOOGA FIRST METH CHURCH            044 51 40.1
 FC1872
 FC1872|---------------------------------------------------------------------|
 FC1872| PID    Reference Object                     Distance      Geod. Az  |
 FC1872|                                                           dddmmss.s |
 FC1872| FC1862 CHATTANOOGA FIRST METH CHURCH       APPROX. 2.9 KM 0454911.9 |
 FC1872| FC1632 MOCCASIN AZ MK                                     0834644.5 |
 FC1872| CG6960 MOCCASIN RM 1                        20.948 METERS 13902     |
 FC1872| EE2060 CHATTANOOGA TENN PROD CHEM STK      APPROX. 4.4 KM 1594538.1 |
 FC1872| CG6961 MOCCASIN RM 2                        21.545 METERS 23117     |
 FC1872| FC1865 ELDER MOUNTAIN TSFS LOT SC 28       APPROX. 5.5 KM 3215115.2 |
 FC1872| FC1860 SIGNAL MT ATT RELAY TOWER           APPROX.11.1 KM 3580912.3 |
 FC1872|---------------------------------------------------------------------|
 FC1872
 FC1872                          SUPERSEDED SURVEY CONTROL
 FC1872
 FC1872  NAD 83(1995)-  35 01 46.21596(N)    085 19 47.61075(W) AD(       ) 2
 FC1872  NAD 83(1995)-  35 01 46.21600(N)    085 19 47.61325(W) AD(       ) 2
 FC1872  NAD 83(1995)-  35 01 46.21673(N)    085 19 47.61124(W) AD(       ) 2
 FC1872  NAD 83(1986)-  35 01 46.21696(N)    085 19 47.61093(W) AD(       ) 2
 FC1872  NAD 27      -  35 01 45.95190(N)    085 19 47.76180(W) AD(       ) 2
 FC1872  NGVD 29 (07/19/86)  260.9    (m)          856.     (f) VERT ANG       
 FC1872
 FC1872.Superseded values are not recommended for survey control.
 FC1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1872.See file dsdata.txt to determine how the superseded data were derived.
 FC1872
 FC1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5235377590(NAD 83)
 FC1872_MARKER: DE = TRAVERSE STATION DISK
 FC1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1872
 FC1872  HISTORY     - Date     Condition        Report By
 FC1872  HISTORY     - 1962     MONUMENTED       CGS
 FC1872
 FC1872                          STATION DESCRIPTION
 FC1872
 FC1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1872'THE STATION IS LOCATED ON THE PROPERTY OF THE MOCCASIN BEND
 FC1872'PSYCHIATRIC HOSPITAL, ABOUT 2 MILES SOUTHWEST OF THE BUSINESS
 FC1872'DISTRICT OF CHATTANOOGA, 0.3 MILE NORTH OF THE HOSPITAL AND ON THE
 FC1872'TOE OF MOCCASIN BEND.
 FC1872'
 FC1872'TO REACH THE STATION FROM THE SIGN, MOCCASIN BEND PSYCHIATRIC
 FC1872'HOSPITAL AT THE HOSPITAL ENTRANCE, GO SOUTHERLY ON A HARD
 FC1872'SURFACE ROAD TOWARD THE HOSPITAL FOR 0.4 MILE TO A DIM FORK JUST
 FC1872'BEFORE REACHING THE HOSPITAL, KEEP LEFT ON AN OILED ROAD FOR 0.3
 FC1872'MILE TO A DIM FORK, KEEP RIGHT ON A TRACK ROAD AND GO 0.45 MILE TO
 FC1872'THE END OF THE TRACK ROAD NEAR THE SUMMIT, A MOUND OF DIRT AND THE
 FC1872'STATION.
 FC1872'
 FC1872'THE STATION MARK IS 30 FEET SOUTH OF A MOUND OF DIRT AND 2.8 FEET
 FC1872'SOUTH OF A METAL WITNESS POST. IT IS A STANDARD TRAVERSE DISK
 FC1872'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND IS
 FC1872'STAMPED MOCCASIN 1962.
 FC1872'
 FC1872'REFERENCE MARK NO. 1 IS 4 FEET SOUTHWEST OF A 20-INCH OAK TREE AND
 FC1872'SET ON THE SOUTHEAST SLOPE OF HILL WHICH IS ABOUT 5 FEET LOWER THAN
 FC1872'THE STATION ELEVATION.  IT IS A STANDARD DISK SET IN A SQUARE
 FC1872'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS STAMPED MOCCASIN NO
 FC1872'1 1962.
 FC1872'
 FC1872'REFERENCE MARK NO. 2 IS 13 FEET WEST OF A 12-INCH PINE TREE AND SET
 FC1872'ON THE SOUTHWEST SLOPE OF HILL WHICH IS ABOUT 6 FEET LOWER THAN
 FC1872'THE STATION ELEVATION.  IT IS A STANDARD DISK SET IN A SQUARE
 FC1872'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS STAMPED MOCCASIN NO
 FC1872'2 1962.
 FC1872'
 FC1872'THE AZIMUTH MARK IS ON THE SOUTH OVERPASS WHICH CROSSES OVER U.S.
 FC1872'HIGHWAY 11 AND BROAD STREET BETWEEN 21ST AND 25TH STREET, 40
 FC1872'FEET NORTHWEST OF THE MEDIAN, 1.4 FEET SOUTH OF THE HEAD WALL AND SET
 FC1872'AT THE NORTHWEST CORNER OF THE OVERPASS.  IT IS A STANDARD
 FC1872'DISK CEMENTED IN A DRILLED HOLE IN THE CONCRETE WALK-WAY OF OVERPASS,
 FC1872'FLUSH AND IS STAMPED MOCCASIN 1962.
 FC1872'
 FC1872'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1632 ***********************************************************************
 FC1632  DESIGNATION -  MOCCASIN AZ MK
 FC1632  PID         -  FC1632
 FC1632  STATE/COUNTY-  TN/HAMILTON
 FC1632  USGS QUAD   -  CHATTANOOGA (1976)
 FC1632
 FC1632                         *CURRENT SURVEY CONTROL
 FC1632  ___________________________________________________________________
 FC1632* NAD 83(1986)-  35 01 50.     (N)    085 18 54.     (W)     SCALED    
 FC1632* NAVD 88     -       210.193  (meters)     689.61   (feet)  ADJUSTED  
 FC1632  ___________________________________________________________________
 FC1632  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1632  DYNAMIC HT  -         209.985 (meters)     688.93  (feet)  COMP
 FC1632  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FC1632
 FC1632  VERT ORDER  -  FIRST     CLASS II
 FC1632
 FC1632.The horizontal coordinates were scaled from a topographic map and have
 FC1632.an estimated accuracy of +/- 6 seconds.
 FC1632
 FC1632.The orthometric height was determined by differential leveling
 FC1632.and adjusted by the National Geodetic Survey in June 1991..
 FC1632
 FC1632.The geoid height was determined by GEOID03.
 FC1632
 FC1632.The dynamic height is computed by dividing the NAVD 88
 FC1632.geopotential number by the normal gravity value computed on the
 FC1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1632.degrees latitude (g = 980.6199 gals.).
 FC1632
 FC1632.The modeled gravity was interpolated from observed gravity values.
 FC1632
 FC1632;                    North         East    Units  Estimated Accuracy
 FC1632;SPC TN       -    77,580.      662,510.      MT  (+/- 180 meters Scaled)
 FC1632
 FC1632                          SUPERSEDED SURVEY CONTROL
 FC1632
 FC1632.No superseded survey control is available for this station.
 FC1632
 FC1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537777(NAD 83)
 FC1632_MARKER: DZ = AZIMUTH MARK DISK
 FC1632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1632_SP_SET: BRIDGE OVERPASS
 FC1632_STAMPING: MOCCASIN 1962
 FC1632_MARK LOGO: CGS   
 FC1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1632
 FC1632  HISTORY     - Date     Condition        Report By
 FC1632  HISTORY     - 1962     MONUMENTED       CGS
 FC1632  HISTORY     - 1983     GOOD             NGS
 FC1632
 FC1632                          STATION DESCRIPTION
 FC1632
 FC1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1632'IN CHATTANOOGA.
 FC1632'IN CHATTANOOGA, AT THE SOUTH INTERSTATE HIGHWAY 24 OVERPASS WHICH
 FC1632'CROSSES OVER U.S. HIGHWAY 11 (BROAD STREET), SET AT THE NORTHWEST
 FC1632'CORNER OF THE OVERPASS, IN THE WALKWAY, 12.19 METERS (40.0 FT)
 FC1632'NORTHWEST OF THE MEDIAN, AND 0.43 METERS (1.4 FT) SOUTH OF THE
 FC1632'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0800 ***********************************************************************
 GB0800  DESIGNATION -  MOCK
 GB0800  PID         -  GB0800
 GB0800  STATE/COUNTY-  TN/ANDERSON
 GB0800  USGS QUAD   -  POWELL (1976)
 GB0800
 GB0800                         *CURRENT SURVEY CONTROL
 GB0800  ___________________________________________________________________
 GB0800* NAD 83(1995)-  36 00 30.92304(N)    084 00 24.18724(W)     ADJUSTED  
 GB0800* NAVD 88     -       369.596  (meters)    1212.58   (feet)  ADJUSTED  
 GB0800  ___________________________________________________________________
 GB0800  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GB0800  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0800  DYNAMIC HT  -         369.249 (meters)    1211.44  (feet)  COMP
 GB0800  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 GB0800
 GB0800  HORZ ORDER  -  SECOND
 GB0800  VERT ORDER  -  SECOND    CLASS 0
 GB0800
 GB0800.The horizontal coordinates were established by classical geodetic methods
 GB0800.and adjusted by the National Geodetic Survey in April 1999..
 GB0800
 GB0800.The orthometric height was determined by differential leveling
 GB0800.and adjusted by the National Geodetic Survey in June 1991..
 GB0800
 GB0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB0800
 GB0800.The geoid height was determined by GEOID03.
 GB0800
 GB0800.The dynamic height is computed by dividing the NAVD 88
 GB0800.geopotential number by the normal gravity value computed on the
 GB0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0800.degrees latitude (g = 980.6199 gals.).
 GB0800
 GB0800.The modeled gravity was interpolated from observed gravity values.
 GB0800
 GB0800;                    North         East     Units Scale Factor Converg.
 GB0800;SPC TN       -   187,698.359   779,681.238   MT  0.99995302   +1 10 01.0
 GB0800;SPC TN       -   615,807.03  2,558,004.20   sFT  0.99995302   +1 10 01.0
 GB0800;UTM  16      - 3,989,046.454   769,786.275   MT  1.00049694   +1 45 39.0
 GB0800;UTM  17      - 3,989,083.781   229,002.262   MT  1.00050501   -1 46 07.5
 GB0800
 GB0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB0800!SPC TN       -   0.99994682  x   0.99995302  =   0.99989984
 GB0800!UTM  16      -   0.99994682  x   1.00049694  =   1.00044373
 GB0800!UTM  17      -   0.99994682  x   1.00050501  =   1.00045180
 GB0800
 GB0800:                Primary Azimuth Mark                     Grid Az
 GB0800:SPC TN       -  MOCK AZ MK                               069 50 02.7
 GB0800:UTM  16      -  MOCK AZ MK                               069 14 24.7
 GB0800:UTM  17      -  MOCK AZ MK                               072 46 11.2
 GB0800
 GB0800|---------------------------------------------------------------------|
 GB0800| PID    Reference Object                     Distance      Geod. Az  |
 GB0800|                                                           dddmmss.s |
 GB0800| GB0802 MOCK AZ MK                                         0710003.7 |
 GB0800| GB0801 MOCK RM 1                            12.298 METERS 08017     |
 GB0800| GB0799 MOCK RM 2                            18.619 METERS 25609     |
 GB0800| GB2545 NOE                                 APPROX. 2.4 KM 2674212.9 |
 GB0800|---------------------------------------------------------------------|
 GB0800
 GB0800                          SUPERSEDED SURVEY CONTROL
 GB0800
 GB0800  NAD 83(1995)-  36 00 30.92971(N)    084 00 24.18570(W) AD(       ) 2
 GB0800  NAD 83(1995)-  36 00 30.92963(N)    084 00 24.18574(W) AD(       ) 2
 GB0800  NAD 83(1986)-  36 00 30.93581(N)    084 00 24.18384(W) AD(       ) 2
 GB0800  NAD 27      -  36 00 30.64366(N)    084 00 24.50807(W) AD(       ) 2
 GB0800  NGVD 29 (??/??/92)  369.722  (m)         1213.00   (f) ADJ UNCH    2 0
 GB0800
 GB0800.Superseded values are not recommended for survey control.
 GB0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0800.See file dsdata.txt to determine how the superseded data were derived.
 GB0800
 GB0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6978689046(NAD 83)
 GB0800_MARKER: DD = SURVEY DISK
 GB0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0800_STAMPING: MOCK 1964
 GB0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0800+STABILITY: SURFACE MOTION
 GB0800
 GB0800  HISTORY     - Date     Condition        Report By
 GB0800  HISTORY     - 1964     MONUMENTED       TNHD
 GB0800  HISTORY     - 1965     GOOD             TNHD
 GB0800  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GB0800
 GB0800                          STATION DESCRIPTION
 GB0800
 GB0800'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB0800'THE STATION IS LOCATED ABOUT 4 MILES WEST OF KNOXVILLE AND 9-1/2
 GB0800'MILES SOUTHWEST OF
 GB0800'CLINTON.
 GB0800'
 GB0800'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO 0.6 MILE
 GB0800'SOUTHWEST ON U.S.  HIGHWAY
 GB0800'25W TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT
 GB0800'AND GO 11.5 MILES SOUTHEAST ON
 GB0800'U.S.  HIGHWAY 25W TO THE STATION MARK
 GB0800'ON THE RIGHT.
 GB0800'
 GB0800'THE STATION MARK IS 37 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GB0800'HIGHWAY 25W, 1.7 FEET
 GB0800'NORTHEAST OF A WITNESS POST AND 1 FOOT NORTH OF A
 GB0800'HIGHWAY SIGN.  THE SURFACE AND
 GB0800'UNDERGROUND MARKS ARE STANDARD
 GB0800'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB0800'ARE STAMPED MOCK
 GB0800'1964.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB0800'THE SURFACE DISK
 GB0800'IS SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0800'MONUMENT.
 GB0800'
 GB0800'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE APPROXIMATE CENTEROF
 GB0800'U.S.  HIGHWAY 25W
 GB0800'AND 2 FEET NORTH OF A UTILITY POLE.  IT IS A STANDARD
 GB0800'TENNESSEE HIGHWAY DEPARTMENT
 GB0800'DISK SET IN A 10-INCH SQUARE, FLUSH,
 GB0800'CONCRETE MONUMENT AND THE DISK IS STAMPED MOCK
 GB0800'RM-1 1964.
 GB0800'
 GB0800'REFERENCE MARK NO. 2 IS 37 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB0800'U.S.  HIGHWAY 25W, 13
 GB0800'FEET NORTH OF THE NORTHEAST CORNER OF THE MOCKING
 GB0800'BIRD COURT AND 4 FEET NORTH OF
 GB0800'UTILITY POLE NO.  S 105.  IT IS A
 GB0800'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0800'A 10-INCH SQUARE,
 GB0800'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MOCK RM-2 1964.
 GB0800'
 GB0800'THE AZIMUTH MARK IS 58 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GB0800'WEST BOUND LANE OF U.S.
 GB0800'HIGHWAY 25W, 13 FEET EAST OF THE APPROXIMATE CENTER OF
 GB0800'A GRAVELED ROAD, 1.5 FEET SOUTH
 GB0800'OF A WITNESS POST AND 1.3 FEET WEST
 GB0800'OF A POWER LINE RIGHT-OF-WAY MARKER.  IT IS A
 GB0800'STANDARD TENNESSEE
 GB0800'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB0800'MONUMENT AND
 GB0800'THE DISK IS STAMPED MOCK AZI 1964.
 GB0800'
 GB0800'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST ON
 GB0800'U.S.  HIGHWAY 25W
 GB0800'FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GB0800'
 GB0800'THE TRIANGULATION INTERSECTION STATION WATE-TV MAST MAY BE USED AS AN
 GB0800'AZIMUTH MARK.  SEE
 GB0800'DESCRIPTION THEREOF.
 GB0800'
 GB0800'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB0800'
 GB0800'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GB0800
 GB0800                          STATION RECOVERY (1965)
 GB0800
 GB0800'RECOVERY NOTE BY TN HIGHWAY DEPT 1965
 GB0800'12.1 MI SW FROM CLINTON.
 GB0800'FROM THE POST OFFICE IN CLINTON, GO 0.6 MILE SOUTHWEST ON U.S.
 GB0800'HIGHWAY 25W TO THE INTERSECTION OF STATE ROUTE 61, TURN LEFT AND
 GB0800'GO 11.5 MILES SOUTHEASTERLY ON U.S. HIGHWAY 25W TO THE STATION
 GB0800'ON THE RIGHT.  THE STATION MARK IS 37 FEET SOUTH OF THE APPROXIMATE
 GB0800'CENTER OF U.S. HIGHWAY 25W, 1.7 FEET NORTHEAST OF A METAL
 GB0800'WITNESS POST WITH SIGN AND 1 FOOT NORTH OF A HIGHWAY SIGN.  THE
 GB0800'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE
 GB0800'TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE
 GB0800'GROUND.
 GB0800
 GB0800                          STATION RECOVERY (1982)
 GB0800
 GB0800'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GB0800'MOCK 1964 SEARCHED FOR, NOT RECOVERED.  THE MARK HAS LIKELY BEEN
 GB0800'PAVED OVER WITH ASPHALT AS SOME CONSTRUCTION HAS OCCURRED IN THE AREA
 GB0800'SINCE THE LEVELING OF THE MARK.  THE CURRENT DESCRIPTION IDENTIFIES
 GB0800'THE COUNTY AS ANDERSON WHICH SHOULD BE LISTED AS KNOX (CITY
 GB0800'BLOCK 40100).
 GB0800'
 GB0800'MOCK AZI 1964 GOOD.  RECOVERED AS DESCRIBED AND NOTED HEREWITH--THE
 GB0800'DESCRIPTION SHOULD ALSO NOTE THE MARK IS ALSO LOCATED DIRECTLY UNDER
 GB0800'A T. V. A. HIGH TRANSMISSION POWER LINE.  ALSO, THE CURRENT
 GB0800'DESCRIPTION IDENTIFIES THE COUNTY AS ANDERSON WHICH IS INCORRECT
 GB0800'AND SHOULD BE LISTED AS KNOX (CITY BLOCK 39900).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0802 ***********************************************************************
 GB0802  DESIGNATION -  MOCK AZ MK
 GB0802  PID         -  GB0802
 GB0802  STATE/COUNTY-  TN/ANDERSON
 GB0802  USGS QUAD   -  POWELL (1976)
 GB0802
 GB0802                         *CURRENT SURVEY CONTROL
 GB0802  ___________________________________________________________________
 GB0802* NAD 83(1986)-  36 00 32.     (N)    084 00 17.     (W)     SCALED    
 GB0802* NAVD 88     -       365.235  (meters)    1198.28   (feet)  ADJUSTED  
 GB0802  ___________________________________________________________________
 GB0802  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0802  DYNAMIC HT  -         364.892 (meters)    1197.15  (feet)  COMP
 GB0802  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 GB0802
 GB0802  VERT ORDER  -  SECOND    CLASS 0
 GB0802
 GB0802.The horizontal coordinates were scaled from a topographic map and have
 GB0802.an estimated accuracy of +/- 6 seconds.
 GB0802
 GB0802.The orthometric height was determined by differential leveling
 GB0802.and adjusted by the National Geodetic Survey in June 1991..
 GB0802
 GB0802.The geoid height was determined by GEOID03.
 GB0802
 GB0802.The dynamic height is computed by dividing the NAVD 88
 GB0802.geopotential number by the normal gravity value computed on the
 GB0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0802.degrees latitude (g = 980.6199 gals.).
 GB0802
 GB0802.The modeled gravity was interpolated from observed gravity values.
 GB0802
 GB0802;                    North         East    Units  Estimated Accuracy
 GB0802;SPC TN       -   187,740.      779,860.      MT  (+/- 180 meters Scaled)
 GB0802
 GB0802                          SUPERSEDED SURVEY CONTROL
 GB0802
 GB0802  NGVD 29 (??/??/??)  365.42   (m)         1198.9    (f) RESET       3  
 GB0802
 GB0802.Superseded values are not recommended for survey control.
 GB0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0802.See file dsdata.txt to determine how the superseded data were derived.
 GB0802
 GB0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE699890(NAD 83)
 GB0802_MARKER: DZ = AZIMUTH MARK DISK
 GB0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0802+STABILITY: SURFACE MOTION
 GB0802
 GB0802  HISTORY     - Date     Condition        Report By
 GB0802  HISTORY     - 1964     MONUMENTED       TNHD
 GB0802  HISTORY     - 1965     GOOD             TNHD
 GB0802
 GB0802                          STATION DESCRIPTION
 GB0802
 GB0802'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0802'12.2 MI SW FROM CLINTON.
 GB0802'FROM THE POST OFFICE IN CLINTON, GO 0.6 MILE SOUTHWEST ON
 GB0802'U.S. HIGHWAY 25W TO THE INTERSECTION OF STATE ROUTE 61, TURN
 GB0802'LEFT AND GO 11.6 MILES SOUTHEASTERLY ON U.S. HIGHWAY 25W TO
 GB0802'THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK IS 58 FEET
 GB0802'NORTH OF THE APPROXIMATE CENTER OF THE WEST BOUND LANE OF U.S.
 GB0802'HIGHWAY 25W, 13 FEET EAST OF THE APPROXIMATE CENTER OF A
 GB0802'GRAVELED ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 GB0802'AND 1.3 FEET WEST OF A POWER LINE RIGHT-OF-WAY MARKER.  THE
 GB0802'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB0802'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH
 GB0802'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2331 ***********************************************************************
 GB2331  DESIGNATION -  MOCK RESET
 GB2331  PID         -  GB2331
 GB2331  STATE/COUNTY-  TN/KNOX
 GB2331  USGS QUAD   -  POWELL (1976)
 GB2331
 GB2331                         *CURRENT SURVEY CONTROL
 GB2331  ___________________________________________________________________
 GB2331* NAD 83(1986)-  36 00 31.     (N)    084 00 25.     (W)     SCALED    
 GB2331* NAVD 88     -       369.64   (meters)    1212.7    (feet)  RESET     
 GB2331  ___________________________________________________________________
 GB2331  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2331
 GB2331  VERT ORDER  -  THIRD
 GB2331
 GB2331.The horizontal coordinates were scaled from a topographic map and have
 GB2331.an estimated accuracy of +/- 6 seconds.
 GB2331
 GB2331.The orthometric height was computed from unverified reset data.
 GB2331.No vertical observational check was made to the station.
 GB2331
 GB2331.The geoid height was determined by GEOID03.
 GB2331
 GB2331;                    North         East    Units  Estimated Accuracy
 GB2331;SPC TN       -   187,700.      779,660.      MT  (+/- 180 meters Scaled)
 GB2331
 GB2331                          SUPERSEDED SURVEY CONTROL
 GB2331
 GB2331  NGVD 29 (10/12/01)  369.76   (m)         1213.1    (f) RESET       3  
 GB2331
 GB2331.Superseded values are not recommended for survey control.
 GB2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2331.See file dsdata.txt to determine how the superseded data were derived.
 GB2331
 GB2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE697890(NAD 83)
 GB2331_MARKER: DS = TRIANGULATION STATION DISK
 GB2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB2331_STAMPING: MOCK THD 1964 1982
 GB2331_MARK LOGO: NGS   
 GB2331_PROJECTION: FLUSH
 GB2331_MAGNETIC: N = NO MAGNETIC MATERIAL
 GB2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB2331+STABILITY: SURFACE MOTION
 GB2331
 GB2331  HISTORY     - Date     Condition        Report By
 GB2331  HISTORY     - 1982     MONUMENTED       NGS
 GB2331  HISTORY     - 19820615 GOOD             NGS
 GB2331
 GB2331                          STATION DESCRIPTION
 GB2331
 GB2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GB2331'IN KNOXVILLE.
 GB2331'LOCATED IN THE 40100 BLOCK OF KNOXVILLE, ABOUT 4 MILES WEST OF
 GB2331'DOWNTOWN SECTION, 66.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GB2331'THE MOCKING BIRD MOTEL (BRITTAIN APTS.) , 43.0 FEET NORTHEAST OF A
 GB2331'POWER POLE WITH A TRANSFORMER, AND 36.0 FEET SOUTH OF THE CENTERLINE
 GB2331'OF CLINTON HIGHWAY (U.S. HIGHWAY 25W) AND SURROUNDED BY PAVEMENT.
 GB2331
 GB2331                          STATION RECOVERY (1982)
 GB2331
 GB2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GB2331'THE UNDERGROUND STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE
 GB2331'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND DESTROYED
 GB2331'BY PAVING.  REFERENCE MARK 1 WAS NOT FOUND AND THOUGHT PAVED OVER OR
 GB2331'DESTROYED.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR
 GB2331'BY 0.05 OF A FOOT, BUT THE DIRECTION CHECKED.  THE STATION WAS FOUND
 GB2331'TO BE IN KNOX INSTEAD OF ANDERSON COUNTY.  A NEW SURFACE STATION MARK
 GB2331'AND REFERENCE MARK 3 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GB2331' 
 GB2331'THE STATION IS LOCATED IN THE 40100 BLOCK OF KNOXVILLE, ABOUT 4 MILES
 GB2331'(6.4 KM) WEST OF DOWNTOWN, 66 FT (20.1 M) NORTHEAST OF THE NORTHEAST
 GB2331'CORNER OF THE BRITTAIN APTS (MOCKING BIRD MOTEL) , 43 FT (13.1 M)
 GB2331'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 36 FT (11.0 M) SOUTH OF
 GB2331'THE CENTERLINE OF CLINTON HIGHWAY (U.S HIGHWAY 25W) AND SURROUNDED BY
 GB2331'PAVEMENT.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---MOCK THD
 GB2331'1964 1982---.
 GB2331' 
 GB2331'REFERENCE MARK NO 2 IS A STANDARD THD DISK SET IN TOP OF A SQUARE
 GB2331'CONCRETE POST FLUSH WITH THE GROUND, STAMPED--MOCK RM 2 1964--, 5 FT
 GB2331'(1.5 M) NORTH OF A POWER POLE 13 FT (4.0 M) NORTH OF THE NORTHEAST
 GB2331'CORNER OF THE MOTEL, 37 FT (11.3 M) SOUTH OF THE CENTERLINE OF THE
 GB2331'HIGHWAY AND 4 FT (1.2 M) NORTHEAST OF A CONCRETE BLOCK RETAINING WALL.
 GB2331'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN TOP OF A
 GB2331'CONCRETE SLAB STAMPED--MOCK THD 1964 NO 3 1982--, 44 FT (13.4 M) SOUTH
 GB2331'OF THE CENTERLINE OF THE HIGHWAY 11.5 FT (3.5 M) SOUTHWEST OF A POWER
 GB2331'POLE WITH A TRANSFORMER AND 5.6 FT (1.7 M) SOUTHEAST OF A METAL
 GB2331'COVERED WATER METERS.
 GB2331' 
 GB2331'THE AZIMUTH MARK IS A STANDARD THD DISK SET IN TOP OF A SQUARE
 GB2331'CONCRETE POST FLUSH WITH THE GROUND, STAMPED---MOCK AZ 1 1964---,
 GB2331'13 FT (4.0 M) EAST OF THE CENTELINE OF A PAVED DRIVEWAY, 4 FT (1.2 M)
 GB2331'NORTH OF A WITNESS POST, 58 FT (17.7 M) NORTH OF THE CENTERLINE OF THE
 GB2331'WEST BOUND LANE OF THE HIGHWAY, 8 FT (2.4 M) SOUTH OF A CONCRETE
 GB2331'RIGHT-OF-WAY POST AND DIRECTLY UNDER A HIGH TRANSMISSION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0801 ***********************************************************************
 GB0801  DESIGNATION -  MOCK RM 1
 GB0801  PID         -  GB0801
 GB0801  STATE/COUNTY-  TN/ANDERSON
 GB0801  USGS QUAD   -  POWELL (1976)
 GB0801
 GB0801                         *CURRENT SURVEY CONTROL
 GB0801  ___________________________________________________________________
 GB0801* NAD 83(1986)-  36 00 31.     (N)    084 00 25.     (W)     SCALED    
 GB0801* NAVD 88     -       369.388  (meters)    1211.90   (feet)  ADJUSTED  
 GB0801  ___________________________________________________________________
 GB0801  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0801  DYNAMIC HT  -         369.042 (meters)    1210.77  (feet)  COMP
 GB0801  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 GB0801
 GB0801  VERT ORDER  -  SECOND    CLASS 0
 GB0801
 GB0801.The horizontal coordinates were scaled from a topographic map and have
 GB0801.an estimated accuracy of +/- 6 seconds.
 GB0801
 GB0801.The orthometric height was determined by differential leveling
 GB0801.and adjusted by the National Geodetic Survey in June 1991..
 GB0801
 GB0801.The geoid height was determined by GEOID03.
 GB0801
 GB0801.The dynamic height is computed by dividing the NAVD 88
 GB0801.geopotential number by the normal gravity value computed on the
 GB0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0801.degrees latitude (g = 980.6199 gals.).
 GB0801
 GB0801.The modeled gravity was interpolated from observed gravity values.
 GB0801
 GB0801;                    North         East    Units  Estimated Accuracy
 GB0801;SPC TN       -   187,700.      779,660.      MT  (+/- 180 meters Scaled)
 GB0801
 GB0801                          SUPERSEDED SURVEY CONTROL
 GB0801
 GB0801  NGVD 29 (??/??/92)  369.513  (m)         1212.31   (f) ADJ UNCH    2 0
 GB0801
 GB0801.Superseded values are not recommended for survey control.
 GB0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0801.See file dsdata.txt to determine how the superseded data were derived.
 GB0801
 GB0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE697890(NAD 83)
 GB0801_MARKER: DR = REFERENCE MARK DISK
 GB0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0801_STAMPING: MOCK RM 1 1964
 GB0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0801+STABILITY: SURFACE MOTION
 GB0801
 GB0801  HISTORY     - Date     Condition        Report By
 GB0801  HISTORY     - 1964     MONUMENTED       TNHD
 GB0801  HISTORY     - 1965     GOOD             TNHD
 GB0801
 GB0801                          STATION DESCRIPTION
 GB0801
 GB0801'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0801'12.1 MI SW FROM CLINTON.
 GB0801'THE MARK IS LOCATED AT THE MOCK 1964 STATION SITE.  THE MARK IS
 GB0801'38 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W
 GB0801'AND 2 FEET NORTH OF A UTILITY POLE.  THE MARK IS A
 GB0801'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0801'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0799 ***********************************************************************
 GB0799  DESIGNATION -  MOCK RM 2
 GB0799  PID         -  GB0799
 GB0799  STATE/COUNTY-  TN/ANDERSON
 GB0799  USGS QUAD   -  POWELL (1976)
 GB0799
 GB0799                         *CURRENT SURVEY CONTROL
 GB0799  ___________________________________________________________________
 GB0799* NAD 83(1986)-  36 00 31.     (N)    084 00 25.     (W)     SCALED    
 GB0799* NAVD 88     -       370.132  (meters)    1214.34   (feet)  ADJUSTED  
 GB0799  ___________________________________________________________________
 GB0799  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB0799  DYNAMIC HT  -         369.785 (meters)    1213.20  (feet)  COMP
 GB0799  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 GB0799
 GB0799  VERT ORDER  -  SECOND    CLASS 0
 GB0799
 GB0799.The horizontal coordinates were scaled from a topographic map and have
 GB0799.an estimated accuracy of +/- 6 seconds.
 GB0799
 GB0799.The orthometric height was determined by differential leveling
 GB0799.and adjusted by the National Geodetic Survey in June 1991..
 GB0799
 GB0799.The geoid height was determined by GEOID03.
 GB0799
 GB0799.The dynamic height is computed by dividing the NAVD 88
 GB0799.geopotential number by the normal gravity value computed on the
 GB0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0799.degrees latitude (g = 980.6199 gals.).
 GB0799
 GB0799.The modeled gravity was interpolated from observed gravity values.
 GB0799
 GB0799;                    North         East    Units  Estimated Accuracy
 GB0799;SPC TN       -   187,700.      779,660.      MT  (+/- 180 meters Scaled)
 GB0799
 GB0799                          SUPERSEDED SURVEY CONTROL
 GB0799
 GB0799  NGVD 29 (??/??/92)  370.257  (m)         1214.75   (f) ADJ UNCH    2 0
 GB0799
 GB0799.Superseded values are not recommended for survey control.
 GB0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0799.See file dsdata.txt to determine how the superseded data were derived.
 GB0799
 GB0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE697890(NAD 83)
 GB0799_MARKER: DR = REFERENCE MARK DISK
 GB0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0799_STAMPING: MOCK RM-2 1964
 GB0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0799+STABILITY: SURFACE MOTION
 GB0799
 GB0799  HISTORY     - Date     Condition        Report By
 GB0799  HISTORY     - 1964     MONUMENTED       TNHD
 GB0799  HISTORY     - 1965     GOOD             TNHD
 GB0799
 GB0799                          STATION DESCRIPTION
 GB0799
 GB0799'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0799'12.1 MI SW FROM CLINTON.
 GB0799'THE MARK IS LOCATED AT THE MOCK 1964 STATION SITE.  THE MARK
 GB0799'IS 37 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W,
 GB0799'13 FEET NORTH OF THE NORTHEAST CORNER OF THE MOCKING BIRD COURT
 GB0799'AND 4 FEET NORTH OF UTILITY POLE NO. S 105.  THE MARK IS A
 GB0799'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB0799'10-INCH SQUARE, CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2332 ***********************************************************************
 GB2332  DESIGNATION -  MOCK RM 3
 GB2332  PID         -  GB2332
 GB2332  STATE/COUNTY-  TN/KNOX
 GB2332  USGS QUAD   -  POWELL (1976)
 GB2332
 GB2332                         *CURRENT SURVEY CONTROL
 GB2332  ___________________________________________________________________
 GB2332* NAD 83(1986)-  36 00 31.     (N)    084 00 25.     (W)     SCALED    
 GB2332* NAVD 88     -       369.56   (meters)    1212.5    (feet)  RESET     
 GB2332  ___________________________________________________________________
 GB2332  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GB2332
 GB2332  VERT ORDER  -  THIRD
 GB2332
 GB2332.The horizontal coordinates were scaled from a topographic map and have
 GB2332.an estimated accuracy of +/- 6 seconds.
 GB2332
 GB2332.The orthometric height was computed from unverified reset data.
 GB2332.No vertical observational check was made to the station.
 GB2332
 GB2332.The geoid height was determined by GEOID03.
 GB2332
 GB2332;                    North         East    Units  Estimated Accuracy
 GB2332;SPC TN       -   187,700.      779,660.      MT  (+/- 180 meters Scaled)
 GB2332
 GB2332                          SUPERSEDED SURVEY CONTROL
 GB2332
 GB2332  NGVD 29 (10/12/01)  369.68   (m)         1212.9    (f) RESET       3  
 GB2332
 GB2332.Superseded values are not recommended for survey control.
 GB2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2332.See file dsdata.txt to determine how the superseded data were derived.
 GB2332
 GB2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE697890(NAD 83)
 GB2332_MARKER: DR = REFERENCE MARK DISK
 GB2332_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GB2332_SP_SET: SLAB
 GB2332_STAMPING: MOCK THD 1964 NO 3 1982
 GB2332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB2332
 GB2332  HISTORY     - Date     Condition        Report By
 GB2332  HISTORY     - 1982     MONUMENTED       NGS
 GB2332
 GB2332                          STATION DESCRIPTION
 GB2332
 GB2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GB2332'IN KNOXVILLE.
 GB2332'LOCATED IN THE 40100 BLOCK OF KNOXVILLE, ABOUT 4 MILES WEST OF
 GB2332'DOWNTOWN, IN TOP OF A CONCRETE SLAB, 44.0 FEET SOUTH OF THE
 GB2332'CENTERLINE OF CLINTON HIGHWAY (U.S. HIGHWAY 25W), 11.5 FEET
 GB2332'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, AND 5.6 FEET
 GB2332'SOUTHEAST OF A METAL COVERED WATER METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1407 ***********************************************************************
 FD1407  DESIGNATION -  MODEL
 FD1407  PID         -  FD1407
 FD1407  STATE/COUNTY-  TN/COFFEE
 FD1407  USGS QUAD   -  NOAH (1976)
 FD1407
 FD1407                         *CURRENT SURVEY CONTROL
 FD1407  ___________________________________________________________________
 FD1407* NAD 83(1995)-  35 32 29.12313(N)    086 12 54.20159(W)     ADJUSTED  
 FD1407* NAVD 88     -       362.3    (meters)    1189.     (feet)  VERTCON   
 FD1407  ___________________________________________________________________
 FD1407  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 FD1407  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FD1407
 FD1407  HORZ ORDER  -  SECOND
 FD1407
 FD1407.The horizontal coordinates were established by classical geodetic methods
 FD1407.and adjusted by the National Geodetic Survey in April 1999..
 FD1407
 FD1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1407
 FD1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1407
 FD1407.The geoid height was determined by GEOID03.
 FD1407
 FD1407;                    North         East     Units Scale Factor Converg.
 FD1407;SPC TN       -   134,058.039   580,498.892   MT  0.99996137   -0 07 33.2
 FD1407;SPC TN       -   439,822.08  1,904,520.11   sFT  0.99996137   -0 07 33.2
 FD1407;UTM  16      - 3,933,370.844   571,153.166   MT  0.99966239   +0 27 22.7
 FD1407
 FD1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1407!SPC TN       -   0.99994763  x   0.99996137  =   0.99990900
 FD1407!UTM  16      -   0.99994763  x   0.99966239  =   0.99961004
 FD1407
 FD1407|---------------------------------------------------------------------|
 FD1407| PID    Reference Object                     Distance      Geod. Az  |
 FD1407|                                                           dddmmss.s |
 FD1407| CG6963 MODEL RM 1                           61.250 METERS 07747     |
 FD1407| CG6964 MODEL RM 2 AZIMUTH                                 09710     |
 FD1407| CG6962 MODEL AZ MK                                        1064532.5 |
 FD1407| FD1429 AIRWAY BEACON 16                    APPROX.21.3 KM 1181756.7 |
 FD1407| FD1426 MANCHESTER WHITE WATER TANK         APPROX.13.1 KM 1182831.7 |
 FD1407| CG6966 MODEL RM 4                           30.901 METERS 13137     |
 FD1407| CG6965 MODEL RM 3                           36.866 METERS 19450     |
 FD1407| CG6967 MODEL RM 5                           37.804 METERS 24412     |
 FD1407|---------------------------------------------------------------------|
 FD1407
 FD1407                          SUPERSEDED SURVEY CONTROL
 FD1407
 FD1407  NAD 83(1995)-  35 32 29.12974(N)    086 12 54.20232(W) AD(       ) 2
 FD1407  NAD 83(1986)-  35 32 29.13364(N)    086 12 54.20013(W) AD(       ) 2
 FD1407  NAD 27      -  35 32 28.86700(N)    086 12 54.22600(W) AD(       ) 2
 FD1407  NGVD 29 (07/19/86)  362.3    (m)         1189.     (f) VERT ANG       
 FD1407
 FD1407.Superseded values are not recommended for survey control.
 FD1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1407.See file dsdata.txt to determine how the superseded data were derived.
 FD1407
 FD1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE7115333371(NAD 83)
 FD1407_MARKER: DS = TRIANGULATION STATION DISK
 FD1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1407
 FD1407  HISTORY     - Date     Condition        Report By
 FD1407  HISTORY     - 1934     MONUMENTED       CGS
 FD1407  HISTORY     - 1960     GOOD             CGS
 FD1407  HISTORY     - 20060702 MARK NOT FOUND   GEOCAC
 FD1407
 FD1407                          STATION DESCRIPTION
 FD1407
 FD1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1407'ABOUT 6 MILES SOUTH-SOUTHEAST OF BEECH GROVE, 8.5 MILES
 FD1407'WEST-NORTHWEST OF
 FD1407'MANCHESTER, IN YARD OF SIXTEENTH MODEL SCHOOL, 32.5
 FD1407'FEET EAST OF SOUTHEAST CORNER OF
 FD1407'SCHOOLHOUSE, 137 FEET NORTH OF
 FD1407'CENTER LINE OF DIRT ROAD, AND 35 FEET SOUTH OF
 FD1407'10-INCH MAPLE TREE.
 FD1407'TO REACH FROM MANCHESTER COURTHOUSE, GO NORTHWEST 5.15 MILES ON U
 FD1407'S ROUTE 41, TURN
 FD1407'LEFT ONTO DIRT ROAD AT BUSY CORNER FILLING STATION AND
 FD1407'PROCEED 3.45 MILES TO WHITE
 FD1407'SCHOOLHOUSE ON RIGHT WHICH IS AT END OF
 FD1407'TRUCK TRAVEL.  SURFACE AND UNDERGROUND MARKS
 FD1407'ARE STANDARD DISK
 FD1407'STATION MARKS IN CONCRETE.  REFERENCE MARKS
 FD1407'ARE STANDARD
 FD1407'REFERENCE DISKS IN CONCRETE.  NO 1 IS 20 FEET
 FD1407'NORTH OF SHED GARAGE IN
 FD1407'SCHOOL YARD AND 200.95 FEET FROM STATION
 FD1407'N 77 DEG 47 MIN E.  NO 2 (AZIMUTH
 FD1407'MARK) IS IN CULTIVATED FIELD
 FD1407'ON PROPERTY OF MR COLLINS, 15 FEET SOUTH OF CENTER LINE
 FD1407'OF DIRT ROAD, 100
 FD1407'YARDS SOUTH OF RED HOUSE OF MR COLLINS, AND 0.35 MILE FROM
 FD1407'STATION S 82 DEG 50 MIN E.
 FD1407'NO 3 IS IN SCHOOL YARD, 22
 FD1407'FEET NORTH OF CENTER LINE OF DIRT ROAD,
 FD1407'AND 120.95 FEET FROM STATION
 FD1407'S 14 DEG 50 MIN W.  FOLLOWING DISTANCES AND
 FD1407'BEARINGS ARE FROM
 FD1407'STATION- MANCHESTER, WHITE WATER TANK, 8.1 MILES, S 61 DEG 31 MIN E.
 FD1407'AIRWAY BEACON
 FD1407'NO 18, ABOUT 10 MILES, N 17 DEG 35 MIN W, AND
 FD1407'AIRWAY BEACON NO 16 (SEE DESCRIPTION
 FD1407'THEREOF), 13.2 MILES, S 61 DEG 42 MIN E.
 FD1407
 FD1407                          STATION RECOVERY (1960)
 FD1407
 FD1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1407'THE STATION MARK WAS RECOVERED.  REFERENCE MARKS NO 1, 2 (AZIMUTH
 FD1407'MARK) AND 3 WERE SEARCHED
 FD1407'FOR BUT NOT FOUND.  REFERENCE MARKS NO 4, 5 AND THE
 FD1407'AZIMUTH MARK WERE ESTABLISHED.
 FD1407'
 FD1407'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FD1407'
 FD1407'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF BEECH GROVE AND 8.5
 FD1407'MILES NORTHWEST OF
 FD1407'MANCHESTER, IN THE YARD OF THE SIXTEENTH MODEL SCHOOL.
 FD1407'
 FD1407'TO REACH THE STATION FROM THE COURTHOUSE IN MANCHESTER, GO NORTHWEST
 FD1407'ON U S HIGHWAY 41 FOR
 FD1407'5.15 MILES TO A CROSSROAD, BUSY CORNER, TURN LEFT,
 FD1407'WEST, AND GO 2.6 MILES TO THE
 FD1407'AZIMUTH MARK ON THE LEFT, CONTINUE WEST
 FD1407'FOR 0.7 MILE TO THE STATION.
 FD1407'
 FD1407'THE STATION IS 27 FEET EAST OF THE SOUTHEAST CORNER OF A SCHOOL. IT
 FD1407'IS A STANDARD DISK
 FD1407'SET IN A 10-INCH SQUARE CONCRETE POST, PROJECTING 6
 FD1407'INCHES, AND STAMPED MODEL 1934.
 FD1407'
 FD1407'REFERENCE MARK NO 4 IS 58 FEET NORTH OF CENTER OF AN OILED ROAD.  IT
 FD1407'IS A STANDARD DISK SET
 FD1407'IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND
 FD1407'STAMPED MODEL NO 4 1934.
 FD1407'
 FD1407'REFERENCE MARK NO 5 IS 86 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 FD1407'SCHOOL AND 1 FOOT EAST OF A
 FD1407'POWER LINE POLE.  IT IS A STANDARD DISK SET IN A
 FD1407'10-INCH SQUARE CONCRETE POST,
 FD1407'FLUSH, AND STAMPED MODEL NO 5 1934.
 FD1407'
 FD1407'THE DISTANCE BETWEEN REFERENCE MARKS NO 4 AND 5 IS 187.9 FEET.
 FD1407'
 FD1407'THE AZIMUTH MARK IS 173 FEET SOUTH OF THE CENTER OF AN OILED ROAD, 33
 FD1407'FEET EAST OF A TRACK ROAD, 5
 FD1407'FEET WEST OF A LARGE CEDAR TREE AND 2.5 FEET SOUTH
 FD1407'OF A WITNESS POST.  IT IS A STANDARD
 FD1407'DISK SET IN A 10-INCH SQUARE
 FD1407'CONCRETE POST, FLUSH, AND STAMPED MODEL 1934 RESET
 FD1407'1960.
 FD1407
 FD1407                          STATION RECOVERY (2006)
 FD1407
 FD1407'RECOVERY NOTE BY GEOCACHING 2006 (GGM)
 FD1407'MODEL RM 3 AND MODEL RM 4 WERE FOUND IN GOOD CONDITION. THE ACTUAL
 FD1407'MONUMENT WAS NOT FOUND. IT APPEARS TO BE VERY NEAR TO WHERE THE CHURCH
 FD1407'BUILDING CURRENTLY RESIDES. IT IS MOST LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2696 ***********************************************************************
 GC2696  DESIGNATION -  MODEL
 GC2696  PID         -  GC2696
 GC2696  STATE/COUNTY-  TN/STEWART
 GC2696  USGS QUAD   -  LINTON (1981)
 GC2696
 GC2696                         *CURRENT SURVEY CONTROL
 GC2696  ___________________________________________________________________
 GC2696* NAD 83(1995)-  36 40 12.60867(N)    087 59 48.44730(W)     ADJUSTED  
 GC2696* NAVD 88     -       191.04   (+/-2cm)     626.8    (feet)  VERTCON   
 GC2696  ___________________________________________________________________
 GC2696  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GC2696  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC2696
 GC2696  HORZ ORDER  -  SECOND
 GC2696  VERT ORDER  -  THIRD ? (See Below)
 GC2696
 GC2696.The horizontal coordinates were established by classical geodetic methods
 GC2696.and adjusted by the National Geodetic Survey in April 1999..
 GC2696
 GC2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2696.The vertical order pertains to the NGVD 29 superseded value.
 GC2696
 GC2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2696
 GC2696.The geoid height was determined by GEOID03.
 GC2696
 GC2696;                    North         East     Units Scale Factor Converg.
 GC2696;SPC TN       -   261,101.354   421,500.150   MT  1.00005479   -1 10 08.4
 GC2696;SPC TN       -   856,630.03  1,382,871.74   sFT  1.00005479   -1 10 08.4
 GC2696;SPC KY1Z     - 1,039,803.256 1,299,143.289   MT  1.00012445   -1 22 46.0
 GC2696;SPC KY1Z     - 3,411,421.18  4,262,272.61   sFT  1.00012445   -1 22 46.0
 GC2696;SPC KY S     -   539,768.237   299,165.388   MT  1.00001207   -1 21 45.3
 GC2696;SPC KY S     - 1,770,889.62    981,511.78   sFT  1.00001207   -1 21 45.3
 GC2696;UTM  16      - 4,058,746.926   410,926.553   MT  0.99969775   -0 35 43.2
 GC2696
 GC2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2696!SPC TN       -   0.99997456  x   1.00005479  =   1.00002935
 GC2696!SPC KY1Z     -   0.99997456  x   1.00012445  =   1.00009900
 GC2696!SPC KY S     -   0.99997456  x   1.00001207  =   0.99998663
 GC2696!UTM  16      -   0.99997456  x   0.99969775  =   0.99967232
 GC2696
 GC2696|---------------------------------------------------------------------|
 GC2696| PID    Reference Object                     Distance      Geod. Az  |
 GC2696|                                                           dddmmss.s |
 GC2696| CG6963 MODEL RM 1                           39.999 METERS 06147     |
 GC2696| CG6964 MODEL RM 2 AZIMUTH                   34.753 METERS 14107     |
 GC2696| GC2695 THARPE                              APPROX. 8.1 KM 1621625.5 |
 GC2696| CG6962 MODEL AZ MK                                        1625527.8 |
 GC2696|---------------------------------------------------------------------|
 GC2696
 GC2696                          SUPERSEDED SURVEY CONTROL
 GC2696
 GC2696  NAD 83(1995)-  36 40 12.60900(N)    087 59 48.44678(W) AD(       ) 2
 GC2696  NAD 83(1995)-  36 40 12.61646(N)    087 59 48.45251(W) AD(       ) 2
 GC2696  NAD 83(1986)-  36 40 12.61674(N)    087 59 48.44987(W) AD(       ) 2
 GC2696  NAD 27      -  36 40 12.42900(N)    087 59 48.35300(W) AD(       ) 2
 GC2696  NGVD 29 (07/19/86)  191.10   (m)          627.0    (f) LEVELING    3  
 GC2696
 GC2696.Superseded values are not recommended for survey control.
 GC2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2696.See file dsdata.txt to determine how the superseded data were derived.
 GC2696
 GC2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF1092758747(NAD 83)
 GC2696_MARKER: DS = TRIANGULATION STATION DISK
 GC2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC2696_STAMPING: MODEL 1934
 GC2696_MARK LOGO: CGS   
 GC2696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC2696+STABILITY: SURFACE MOTION
 GC2696
 GC2696  HISTORY     - Date     Condition        Report By
 GC2696  HISTORY     - 1934     MONUMENTED       CGS
 GC2696  HISTORY     - 1948     GOOD             USGS
 GC2696  HISTORY     - 1957     GOOD             CGS
 GC2696  HISTORY     - 1972     GOOD             NGS
 GC2696  HISTORY     - 1972     GOOD             LOCENG
 GC2696
 GC2696                          STATION DESCRIPTION
 GC2696
 GC2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GC2696'ABOUT 13 MILES NORTHWEST OF DOVER, 2.55 MILES NORTH-NORTHWEST OF
 GC2696'MODEL, AND ON PROPERTY OF ABNER WHITE OF CADIZ.  TO REACH FROM
 GC2696'JUNCTION OF ROUTES 76 AND 49 (ABOUT 3 MILES WEST OF DOVER), FOLLOW
 GC2696'ROUTE 49 NORTH 13.4 MILES TO POST OFFICE AT MODEL AND
 GC2696'CONTINUE 2.55 MILES ON ROUTE 49 TO STATION WHICH IS 45 FEET WEST OF
 GC2696'CENTER LINE OF HIGHWAY, IN SMALL CLEARED SPACE IN WOODS,
 GC2696'AND 45.9 FEET NORTH-NORTHWEST OF LARGE OAK WITH TRIANGULAR BLAZE.
 GC2696'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 GC2696'MARKS IN CONCRETE.  REFERENCE AND AZIMUTH
 GC2696'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 12
 GC2696'FEET EAST OF CENTER LINE OF ROAD AND 131.23 FEET FROM STATION,
 GC2696'N 61 DEG 47 MIN E.  NO. 2 IS 12 FEET EAST OF CENTER LINE OF
 GC2696'ROAD, 5 FEET NORTH OF SMALL TWIN OAK TREE, AND 114.02 FEET
 GC2696'FROM STATION, S 38 DEG 53 MIN E.  AZIMUTH MARK IS 15 FEET WEST
 GC2696'OF CENTER LINE OF ROAD AND 0.15 MILE FROM STATION,
 GC2696'S 17 DEG 04 MIN 36 SEC E.
 GC2696
 GC2696                          STATION RECOVERY (1948)
 GC2696
 GC2696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GC2696'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION ADEQUATE, STAMPED
 GC2696'MODEL 1934.
 GC2696'
 GC2696'REFERENCE MARK NO 1 IS 135 FEET NE OF STATION, 62 FEET E OF
 GC2696'CENTERLINE OF HWY NO. 49 (TVA ROAD) IN CONCRETE POST.  STANDARD
 GC2696'USC AND GS DISK STAMPED MODEL NO 1 1934.
 GC2696'
 GC2696'REFERENCE MARK NO. 2 WAS FOUND OUT OF GROUND.
 GC2696'
 GC2696'AZIMUTH MARK WAS FOUND OUT OF GROUND.
 GC2696
 GC2696                          STATION RECOVERY (1957)
 GC2696
 GC2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AMS)
 GC2696'STATION RECOVERED AS DESCRIBED.
 GC2696'
 GC2696'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED.
 GC2696'
 GC2696'AZIMUTH MARK OUT OF GROUND.
 GC2696
 GC2696                          STATION RECOVERY (1972)
 GC2696
 GC2696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (KKB)
 GC2696'RECOVERED.
 GC2696
 GC2696                          STATION RECOVERY (1972)
 GC2696
 GC2696'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2696'MODEL STATION MARK FOUND IN GOOD CONDITION.
 GC2696'
 GC2696'MODEL STATION MARK 1934 USC AND GS FOUND STAMPED ON POINT.
 GC2696'
 GC2696'SEE ORIGINAL DESCRIPTION.  POST AND SIGN AT MON.
 GC2696'
 GC2696'DISTANCE AND DIRECTION FROM NEAREST TOWN 2.55 N. N. W. OF MODEL
 GC2696'TENN.
 GC2696'
 GC2696'MODEL NO 1 1934 RECOVERED IN GOOD CONDITION.
 GC2696'
 GC2696'MODEL NO. 1 1934 USC AND GS FOUND STAMPED ON THE POINT.
 GC2696'
 GC2696'POST AND SIGN SET AT MON.
 GC2696'
 GC2696'MODEL AZ MARK ARMY M. S. RECOVERED IN GOOD CONDITION.
 GC2696'
 GC2696'AZ. MARK-ARMY MAP SERVICE 1956 FOUND STAMPED ON THE POINT.
 GC2696'
 GC2696'NOTE--IT IS A U. S. G. S. BENCH MARK.  SEE ORIGINAL DESCRIPTION.
 GC2696'POST AND SIGN AT MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0298 ***********************************************************************
 FC0298  DESIGNATION -  MODON
 FC0298  PID         -  FC0298
 FC0298  STATE/COUNTY-  TN/LOUDON
 FC0298  USGS QUAD   -  PHILADELPHIA (1974)
 FC0298
 FC0298                         *CURRENT SURVEY CONTROL
 FC0298  ___________________________________________________________________
 FC0298* NAD 83(1995)-  35 39 56.64040(N)    084 27 20.44482(W)     ADJUSTED  
 FC0298* NAVD 88     -       297.661  (meters)     976.58   (feet)  ADJUSTED  
 FC0298  ___________________________________________________________________
 FC0298  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FC0298  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0298  DYNAMIC HT  -         297.376 (meters)     975.64  (feet)  COMP
 FC0298  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 FC0298
 FC0298  HORZ ORDER  -  SECOND
 FC0298  VERT ORDER  -  SECOND    CLASS 0
 FC0298
 FC0298.The horizontal coordinates were established by classical geodetic methods
 FC0298.and adjusted by the National Geodetic Survey in April 1999..
 FC0298
 FC0298.The orthometric height was determined by differential leveling
 FC0298.and adjusted by the National Geodetic Survey in June 1991..
 FC0298
 FC0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0298
 FC0298.The geoid height was determined by GEOID03.
 FC0298
 FC0298.The dynamic height is computed by dividing the NAVD 88
 FC0298.geopotential number by the normal gravity value computed on the
 FC0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0298.degrees latitude (g = 980.6199 gals.).
 FC0298
 FC0298.The modeled gravity was interpolated from observed gravity values.
 FC0298
 FC0298;                    North         East     Units Scale Factor Converg.
 FC0298;SPC TN       -   148,931.590   739,814.480   MT  0.99995269   +0 54 14.8
 FC0298;SPC TN       -   488,619.72  2,427,208.01   sFT  0.99995269   +0 54 14.8
 FC0298;UTM  16      - 3,949,857.030   730,301.828   MT  1.00025363   +1 29 02.9
 FC0298
 FC0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0298!SPC TN       -   0.99995807  x   0.99995269  =   0.99991076
 FC0298!UTM  16      -   0.99995807  x   1.00025363  =   1.00021169
 FC0298
 FC0298|---------------------------------------------------------------------|
 FC0298| PID    Reference Object                     Distance      Geod. Az  |
 FC0298|                                                           dddmmss.s |
 FC0298| FC0297 MODON RM 1                            9.275 METERS 00622     |
 FC0298| FC0296 MODON AZ MK                                        0802027.1 |
 FC0298| FC0299 MODON RM 2                            8.537 METERS 26811     |
 FC0298|---------------------------------------------------------------------|
 FC0298
 FC0298                          SUPERSEDED SURVEY CONTROL
 FC0298
 FC0298  NAD 83(1995)-  35 39 56.64649(N)    084 27 20.44473(W) AD(       ) 2
 FC0298  NAD 83(1986)-  35 39 56.65154(N)    084 27 20.44303(W) AD(       ) 2
 FC0298  NAD 27      -  35 39 56.38460(N)    084 27 20.70000(W) AD(       ) 2
 FC0298  NGVD 29 (??/??/92)  297.744  (m)          976.85   (f) ADJ UNCH    2 0
 FC0298
 FC0298.Superseded values are not recommended for survey control.
 FC0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0298.See file dsdata.txt to determine how the superseded data were derived.
 FC0298
 FC0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE3030249857(NAD 83)
 FC0298_MARKER: DE = TRAVERSE STATION DISK
 FC0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0298_STAMPING: MODON 1961
 FC0298_MARK LOGO: CGS   
 FC0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0298+STABILITY: SURFACE MOTION
 FC0298
 FC0298  HISTORY     - Date     Condition        Report By
 FC0298  HISTORY     - 1961     MONUMENTED       CGS
 FC0298  HISTORY     - 1961     GOOD             CGS
 FC0298
 FC0298                          STATION DESCRIPTION
 FC0298
 FC0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0298'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF SWEETWATER, 3 MILES
 FC0298'SOUTHWEST OF PHILADELPHIA, AND NEAR THE MONROE-LOUDON COUNTY LINE.
 FC0298'
 FC0298'TO REACH FROM THE POST OFFICE IN PHILADELPHIA, GO WEST ONE BLOCK,
 FC0298'0.05 MILE, TO A STOP SIGN AND A CROSS STREET.  TURN LEFT, SOUTH,
 FC0298'AND GO 0.25 MILE TO A SIDE ROAD JUST BEFORE CROSSING A RAILROAD.
 FC0298'TURN RIGHT, WEST, AND GO 0.9 MILE TO A FORK.  TAKE THE LEFT FORK
 FC0298'AND GO 1.35 MILES TO ANOTHER FORK.  TAKE THE LEFT FORK AND GO 0.35
 FC0298'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH THEN WEST FOR
 FC0298'0.3 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE
 FC0298'TO THE STATION ON THE LEFT.
 FC0298'
 FC0298'STATION MARK IS 15 FEET SOUTH OF THE CENTER OF THE ROAD, 3.2 FEET
 FC0298'NORTHEAST OF A WITNESS SIGN, AND 2 FEET NORTH OF A FENCE LINE.
 FC0298'THE MARK IS A STANDARD TRAVERSE DISK, FLUSH AND IS STAMPED MODON
 FC0298'1961.
 FC0298'
 FC0298'REFERENCE MARK NO. 1 IS A STANDARD DISK, PROJECTING 2 INCHES AND IS
 FC0298'STAMPED MODON NO 1 1961.  IT IS 14 FEET NORTH OF THE CENTER OF THE
 FC0298'ROAD AND 2 FEET SOUTHEAST OF A T FENCE CORNER.
 FC0298'
 FC0298'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET FLUSH AND IS STAMPED
 FC0298'MODON NO 2 1961.  IT IS 16 FEET SOUTH OF THE CENTER OF THE ROAD
 FC0298'AND AT THE WEST END OF AN OPENING IN THE FENCE LINE.
 FC0298'
 FC0298'AZIMUTH MARK IS 21 FEET NORTH OF A WALNUT TREE, 13 FEET NORTHWEST OF
 FC0298'THE CENTER OF THE ROAD, 1.7 FEET SOUTH OF A WITNESS SIGN AND 0.8 FEET
 FC0298'SOUTHEAST OF A FENCE LINE.  THE MARK IS A STANDARD DISK, SET FLUSH
 FC0298'AND IS STAMPED MODON 1961.
 FC0298'
 FC0298'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 FC0298
 FC0298                          STATION RECOVERY (1961)
 FC0298
 FC0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FC0298'3.5 MI W FROM PHILADELPHIA.
 FC0298'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0298'0.25 MILE SOUTH TO A SIDE ROAD JUST BEFORE CROSSING A RAILROAD,
 FC0298'TURN RIGHT, WEST, AND GO 0.9 MILE TO A FORK, TAKE THE LEFT
 FC0298'FORK AND GO 2.0 MILES WEST TO A T JUNCTION, CONTINUE STRAIGHT
 FC0298'AHEAD, WEST, FOR 0.25 MILE TO THE STATION ON THE LEFT.  THE
 FC0298'STATION MARK IS 15 FT. SOUTH OF THE CENTER OF THE ROAD, 3.2 FT.
 FC0298'NORTHEAST OF A WITNESS SIGN, AND 2 FT. NORTH OF A FENCE.  THE
 FC0298'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 FC0298'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0296 ***********************************************************************
 FC0296  DESIGNATION -  MODON AZ MK
 FC0296  PID         -  FC0296
 FC0296  STATE/COUNTY-  TN/LOUDON
 FC0296  USGS QUAD   -  PHILADELPHIA (1974)
 FC0296
 FC0296                         *CURRENT SURVEY CONTROL
 FC0296  ___________________________________________________________________
 FC0296* NAD 83(1986)-  35 40 01.     (N)    084 26 47.     (W)     SCALED    
 FC0296* NAVD 88     -       316.348  (meters)    1037.89   (feet)  ADJUSTED  
 FC0296  ___________________________________________________________________
 FC0296  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0296  DYNAMIC HT  -         316.045 (meters)    1036.89  (feet)  COMP
 FC0296  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 FC0296
 FC0296  VERT ORDER  -  SECOND    CLASS 0
 FC0296
 FC0296.The horizontal coordinates were scaled from a topographic map and have
 FC0296.an estimated accuracy of +/- 6 seconds.
 FC0296
 FC0296.The orthometric height was determined by differential leveling
 FC0296.and adjusted by the National Geodetic Survey in June 1991..
 FC0296
 FC0296.The geoid height was determined by GEOID03.
 FC0296
 FC0296.The dynamic height is computed by dividing the NAVD 88
 FC0296.geopotential number by the normal gravity value computed on the
 FC0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0296.degrees latitude (g = 980.6199 gals.).
 FC0296
 FC0296.The modeled gravity was interpolated from observed gravity values.
 FC0296
 FC0296;                    North         East    Units  Estimated Accuracy
 FC0296;SPC TN       -   149,080.      740,650.      MT  (+/- 180 meters Scaled)
 FC0296
 FC0296                          SUPERSEDED SURVEY CONTROL
 FC0296
 FC0296  NGVD 29 (??/??/92)  316.431  (m)         1038.16   (f) ADJ UNCH    2 0
 FC0296
 FC0296.Superseded values are not recommended for survey control.
 FC0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0296.See file dsdata.txt to determine how the superseded data were derived.
 FC0296
 FC0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE311500(NAD 83)
 FC0296_MARKER: DZ = AZIMUTH MARK DISK
 FC0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0296_STAMPING: MODON 1961
 FC0296_MARK LOGO: CGS   
 FC0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0296+STABILITY: SURFACE MOTION
 FC0296
 FC0296  HISTORY     - Date     Condition        Report By
 FC0296  HISTORY     - 1961     MONUMENTED       CGS
 FC0296
 FC0296                          STATION DESCRIPTION
 FC0296
 FC0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0296'3 MI W FROM PHILADELPHIA.
 FC0296'FROM THE POST OFFICE IN PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0296'0.25 MILE SOUTH TO A SIDE ROAD JUST BEFORE CROSSING A RAILROAD,
 FC0296'TURN RIGHT, WEST AND GO 0.9 MILE TO A FORK, TAKE LEFT FORK
 FC0296'AND GO 1.7 MILES WEST ON A GRAVELED ROAD TO THE AZIMUTH ON THE
 FC0296'RIGHT.  THE MARK IS 21 FT. NORTH OF A WALNUT TREE, 13 FT.
 FC0296'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 1.7 FT. SOUTH
 FC0296'OF A WITNESS SIGN, AND 0.8 FT. SOUTHEAST OF A FENCE.  THE DISK
 FC0296'IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0297 ***********************************************************************
 FC0297  DESIGNATION -  MODON RM 1
 FC0297  PID         -  FC0297
 FC0297  STATE/COUNTY-  TN/LOUDON
 FC0297  USGS QUAD   -  PHILADELPHIA (1974)
 FC0297
 FC0297                         *CURRENT SURVEY CONTROL
 FC0297  ___________________________________________________________________
 FC0297* NAD 83(1986)-  35 39 57.     (N)    084 27 20.     (W)     SCALED    
 FC0297* NAVD 88     -       297.769  (meters)     976.93   (feet)  ADJUSTED  
 FC0297  ___________________________________________________________________
 FC0297  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0297  DYNAMIC HT  -         297.483 (meters)     975.99  (feet)  COMP
 FC0297  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 FC0297
 FC0297  VERT ORDER  -  SECOND    CLASS 0
 FC0297
 FC0297.The horizontal coordinates were scaled from a topographic map and have
 FC0297.an estimated accuracy of +/- 6 seconds.
 FC0297
 FC0297.The orthometric height was determined by differential leveling
 FC0297.and adjusted by the National Geodetic Survey in June 1991..
 FC0297
 FC0297.The geoid height was determined by GEOID03.
 FC0297
 FC0297.The dynamic height is computed by dividing the NAVD 88
 FC0297.geopotential number by the normal gravity value computed on the
 FC0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0297.degrees latitude (g = 980.6199 gals.).
 FC0297
 FC0297.The modeled gravity was interpolated from observed gravity values.
 FC0297
 FC0297;                    North         East    Units  Estimated Accuracy
 FC0297;SPC TN       -   148,940.      739,830.      MT  (+/- 180 meters Scaled)
 FC0297
 FC0297                          SUPERSEDED SURVEY CONTROL
 FC0297
 FC0297  NGVD 29 (??/??/92)  297.852  (m)          977.20   (f) ADJ UNCH    2 0
 FC0297
 FC0297.Superseded values are not recommended for survey control.
 FC0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0297.See file dsdata.txt to determine how the superseded data were derived.
 FC0297
 FC0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE303498(NAD 83)
 FC0297_MARKER: DR = REFERENCE MARK DISK
 FC0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0297_STAMPING: MODON NO 1 1961
 FC0297_MARK LOGO: CGS   
 FC0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0297+STABILITY: SURFACE MOTION
 FC0297
 FC0297  HISTORY     - Date     Condition        Report By
 FC0297  HISTORY     - 1961     MONUMENTED       CGS
 FC0297
 FC0297                          STATION DESCRIPTION
 FC0297
 FC0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0297'3.5 MI W FROM PHILADELPHIA.
 FC0297'THIS MARK IS LOCATED AT THE MODON 1961 STATION SITE, 30.4 FT.
 FC0297'NORTH OF THE STATION MARK, 14 FT. NORTH OF THE CENTER OF THE
 FC0297'GRAVELED ROAD, AND 2 FT. SOUTHEAST OF A T FENCE CORNER.  THE
 FC0297'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0299 ***********************************************************************
 FC0299  DESIGNATION -  MODON RM 2
 FC0299  PID         -  FC0299
 FC0299  STATE/COUNTY-  TN/LOUDON
 FC0299  USGS QUAD   -  PHILADELPHIA (1974)
 FC0299
 FC0299                         *CURRENT SURVEY CONTROL
 FC0299  ___________________________________________________________________
 FC0299* NAD 83(1986)-  35 39 56.     (N)    084 27 20.     (W)     SCALED    
 FC0299* NAVD 88     -       297.620  (meters)     976.44   (feet)  ADJUSTED  
 FC0299  ___________________________________________________________________
 FC0299  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FC0299  DYNAMIC HT  -         297.335 (meters)     975.51  (feet)  COMP
 FC0299  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 FC0299
 FC0299  VERT ORDER  -  SECOND    CLASS 0
 FC0299
 FC0299.The horizontal coordinates were scaled from a topographic map and have
 FC0299.an estimated accuracy of +/- 6 seconds.
 FC0299
 FC0299.The orthometric height was determined by differential leveling
 FC0299.and adjusted by the National Geodetic Survey in June 1991..
 FC0299
 FC0299.The geoid height was determined by GEOID03.
 FC0299
 FC0299.The dynamic height is computed by dividing the NAVD 88
 FC0299.geopotential number by the normal gravity value computed on the
 FC0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0299.degrees latitude (g = 980.6199 gals.).
 FC0299
 FC0299.The modeled gravity was interpolated from observed gravity values.
 FC0299
 FC0299;                    North         East    Units  Estimated Accuracy
 FC0299;SPC TN       -   148,910.      739,830.      MT  (+/- 180 meters Scaled)
 FC0299
 FC0299                          SUPERSEDED SURVEY CONTROL
 FC0299
 FC0299  NGVD 29 (??/??/92)  297.703  (m)          976.71   (f) ADJ UNCH    2 0
 FC0299
 FC0299.Superseded values are not recommended for survey control.
 FC0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0299.See file dsdata.txt to determine how the superseded data were derived.
 FC0299
 FC0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE303498(NAD 83)
 FC0299_MARKER: DR = REFERENCE MARK DISK
 FC0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0299_STAMPING: MODON NO 2 1961
 FC0299_MARK LOGO: CGS   
 FC0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0299+STABILITY: SURFACE MOTION
 FC0299
 FC0299  HISTORY     - Date     Condition        Report By
 FC0299  HISTORY     - 1961     MONUMENTED       CGS
 FC0299
 FC0299                          STATION DESCRIPTION
 FC0299
 FC0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0299'3.5 MI W FROM PHILADELPHIA.
 FC0299'THIS MARK IS LOCATED AT THE MODON 1961 STATION SITE, 28 FT.
 FC0299'WEST OF THE STATION MARK, 16 FT. SOUTH OF THE CENTER OF THE
 FC0299'ROAD AND AT THE WEST END OF AN OPENING IN THE FENCE LINE.  THE
 FC0299'DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2087 ***********************************************************************
 GA2087  DESIGNATION -  MOHAWK
 GA2087  PID         -  GA2087
 GA2087  STATE/COUNTY-  TN/GREENE
 GA2087  USGS QUAD   -  MOHAWK (1980)
 GA2087
 GA2087                         *CURRENT SURVEY CONTROL
 GA2087  ___________________________________________________________________
 GA2087* NAD 83(1995)-  36 12 33.21468(N)    083 03 27.81905(W)     ADJUSTED  
 GA2087* NAVD 88     -       356.257  (meters)    1168.82   (feet)  ADJUSTED  
 GA2087  ___________________________________________________________________
 GA2087  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 GA2087  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA2087  DYNAMIC HT  -         355.929 (meters)    1167.74  (feet)  COMP
 GA2087  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GA2087
 GA2087  HORZ ORDER  -  SECOND
 GA2087  VERT ORDER  -  SECOND    CLASS 0
 GA2087
 GA2087.The horizontal coordinates were established by classical geodetic methods
 GA2087.and adjusted by the National Geodetic Survey in April 1999..
 GA2087
 GA2087.The orthometric height was determined by differential leveling
 GA2087.and adjusted by the National Geodetic Survey in June 1991..
 GA2087
 GA2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2087
 GA2087.The geoid height was determined by GEOID03.
 GA2087
 GA2087.The dynamic height is computed by dividing the NAVD 88
 GA2087.geopotential number by the normal gravity value computed on the
 GA2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2087.degrees latitude (g = 980.6199 gals.).
 GA2087
 GA2087.The modeled gravity was interpolated from observed gravity values.
 GA2087
 GA2087;                    North         East     Units Scale Factor Converg.
 GA2087;SPC TN       -   212,107.225   864,535.775   MT  0.99996978   +1 43 21.1
 GA2087;SPC TN       -   695,888.45  2,836,397.79   sFT  0.99996978   +1 43 21.1
 GA2087;UTM  17      - 4,009,117.839   315,020.910   MT  1.00002162   -1 12 57.3
 GA2087
 GA2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2087!SPC TN       -   0.99994900  x   0.99996978  =   0.99991878
 GA2087!UTM  17      -   0.99994900  x   1.00002162  =   0.99997062
 GA2087
 GA2087:                Primary Azimuth Mark                     Grid Az
 GA2087:SPC TN       -  MOHAWK AZ MK                             176 51 39.7
 GA2087:UTM  17      -  MOHAWK AZ MK                             179 47 58.1
 GA2087
 GA2087|---------------------------------------------------------------------|
 GA2087| PID    Reference Object                     Distance      Geod. Az  |
 GA2087|                                                           dddmmss.s |
 GA2087| GA2085 MOHAWK AZ MK                                       1783500.8 |
 GA2087| GA2086 MOHAWK RM 1                           7.099 METERS 20419     |
 GA2087| GA2076 RED                                 APPROX. 5.9 KM 2570805.2 |
 GA2087| GA2088 MOHAWK RM 2                           7.993 METERS 31325     |
 GA2087|---------------------------------------------------------------------|
 GA2087
 GA2087                          SUPERSEDED SURVEY CONTROL
 GA2087
 GA2087  NAD 83(1995)-  36 12 33.21875(N)    083 03 27.82310(W) AD(       ) 2
 GA2087  NAD 83(1995)-  36 12 33.22641(N)    083 03 27.82699(W) AD(       ) 2
 GA2087  NAD 83(1995)-  36 12 33.22024(N)    083 03 27.82209(W) AD(       ) 2
 GA2087  NAD 83(1986)-  36 12 33.22310(N)    083 03 27.82243(W) AD(       ) 2
 GA2087  NAD 27      -  36 12 32.87170(N)    083 03 28.24400(W) AD(       ) 2
 GA2087  NGVD 29 (??/??/92)  356.420  (m)         1169.35   (f) ADJ UNCH    2 0
 GA2087
 GA2087.Superseded values are not recommended for survey control.
 GA2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2087.See file dsdata.txt to determine how the superseded data were derived.
 GA2087
 GA2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1502109118(NAD 83)
 GA2087_MARKER: DE = TRAVERSE STATION DISK
 GA2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2087_STAMPING: MOHAWK 1961
 GA2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2087+STABILITY: SURFACE MOTION
 GA2087
 GA2087  HISTORY     - Date     Condition        Report By
 GA2087  HISTORY     - 1961     MONUMENTED       CGS
 GA2087  HISTORY     - 1961     GOOD             CGS
 GA2087  HISTORY     - 1980     GOOD             NGS
 GA2087  HISTORY     - 1980     GOOD             NGS
 GA2087
 GA2087                          STATION DESCRIPTION
 GA2087
 GA2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA2087'STATION IS LOCATED ABOUT 1 MILE NORTH OF MOHAWK, 2 MILES SOUTHWEST OF
 GA2087'MOHAWK CROSSROAD ON THE
 GA2087'EAST SIDE OF A BLACK TOP ROAD.
 GA2087'
 GA2087'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE TO A
 GA2087'T JUNCTION, JUST
 GA2087'AFTER CROSSING RAILROAD TRACK, TURN LEFT AND FOLLOW
 GA2087'BLACK TOP ROAD NORTHERLY FOR 0.45
 GA2087'MILE TO THE AZIMUTH MARK ON THE
 GA2087'LEFT, CONTINUE NORTHERLY ON BLACK TOP ROAD FOR 0.15
 GA2087'MILE TO THE
 GA2087'STATION ON THE RIGHT.
 GA2087'
 GA2087'STATION IS 35 FEET EAST OF THE CENTER OF BLACK TOP ROAD, 15 FEET EAST
 GA2087'OF SOUTHWEST CORNER
 GA2087'POST OF BARN LOT, 4.4 FEET WEST OF TRANSFORMER POWER
 GA2087'POLE AND 3 FEET SOUTH OF BARN LOT
 GA2087'FENCE.  MARK IS A STANDARD TRAVERSE
 GA2087'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 GA2087'AND IS STAMPED
 GA2087'MOHAWK 1961.  IT PROJECTS 5 INCHES.
 GA2087'
 GA2087'REFERENCE MARK NO. 1 IS 26 FEET SOUTHWEST OF TRANSFORMER POWER POLE,
 GA2087'22 FEET EAST OF CENTER OF
 GA2087'BLACK TOP ROAD AND 21 FEET SOUTH OF SOUTHWEST
 GA2087'CORNER POST OF BARN LOT.  IT IS A
 GA2087'STANDARD DISK SET IN THE TOP OF A
 GA2087'SQUARE CONCRETE MONUMENT AND IS STAMPED MOHAWK NO 1
 GA2087'1961.  IT
 GA2087'PROJECTS 1 INCH.
 GA2087'
 GA2087'REFERENCE MARK NO. 2 IS 28 FEET NORTHWEST OF TRANSFORMER POWER POLE,
 GA2087'22 FEET EAST OF CENTER OF
 GA2087'BLACK TOP ROAD AND 19.5 FEET NORTH OF SOUTHWEST
 GA2087'CORNER POST OF BARN LOT.  IT IS A
 GA2087'STANDARD DISK SET IN THE TOP OF A
 GA2087'SQUARE CONCRETE MONUMENT AND IS STAMPED MOHAWK NO 2
 GA2087'1961.  IT
 GA2087'PROJECTS 2 INCHES.
 GA2087'
 GA2087'AZIMUTH MARK IS 23 FEET SOUTHWEST OF THE CENTER OF BLACK TOP ROAD, 8
 GA2087'FEET SOUTHEAST OF THE
 GA2087'NORTHEAST CORNER POST OF THE YARD OF PAUL RILEY AND
 GA2087'4 FEET SOUTHWEST OF TWIN 16-INCH
 GA2087'OAK TREES.  IT IS A STANDARD DISK
 GA2087'SET IN THE TOP OF A SQUARE CONCRETE POST AND IS
 GA2087'STAMPED MOHAWK 1961.
 GA2087'IT PROJECTS 3 INCHES.
 GA2087
 GA2087                          STATION RECOVERY (1961)
 GA2087
 GA2087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA2087'0.6 MI N FROM MOHAWK.
 GA2087'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE TO
 GA2087'A T JUNCTION, THEN GO 0.6 MILE NORTH ON A PAVED ROAD TO THE CREST
 GA2087'OF A SMALL HILL TO A HOUSE ON THE LEFT AND STATION ON THE RIGHT.
 GA2087'THE STATION MARK IS 35 FT. EAST OF THE CENTER OF BLACK TOP
 GA2087'ROAD, 15 FT. EAST OF SOUTHWEST CORNER POST OF BARN LOT, 4.4 FT.
 GA2087'WEST OF A POWER LINE POLE WITH TRANSFORMER AND 3 FT. SOUTH
 GA2087'OF BARN LOT FENCE.  THE DISK IS SET IN TOP OF A CONCRETE POST
 GA2087'PROJECTING 5 INCHES AND IS ABOUT 5 FT. ABOVE THE LEVEL OF THE
 GA2087'ROAD.
 GA2087
 GA2087                          STATION RECOVERY (1980)
 GA2087
 GA2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2087'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 GA2087'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED BY
 GA2087'GRADING.  THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR
 GA2087'BY 6 MINUTES AND 19 SECONDS BUT THE DISTANCE WAS FOUND TO BE
 GA2087'ACCURATE.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 GA2087'
 GA2087'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF MOHAWK, ABOUT 2 MILES
 GA2087'SOUTHWEST OF MOHAWK CROSSROADS, ON THE PROPERTY OF GLENN BARNARD JR,
 GA2087'ROUTE NO 2, MOHAWK, TENN., 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GA2087'OF A CONCRETE BLOCK WELL HOUSE, 74 FEET NORTHWEST OF THE NORTHWEST
 GA2087'CORNER OF THE CARPORT OF HOUSE, 5 FEET WEST OF POWER POLE C 61 E 98,
 GA2087'1 FOOT SOUTH OF A METAL WITNESS POST, 17 FEET EAST OF FENCE CORNER
 GA2087'AND 36 FEET OF THE CENTERLINE OF A PAVED ROAD.  THE MONUMENT PROJECTS
 GA2087'4 INCHES AND THE DISK IS STAMPED---MOHAWK 1961---.
 GA2087'
 GA2087'REFERENCE MARK 2 IS 20 FEET NORTH OF THE FENCE CORNER, 28 FEET
 GA2087'NORTHWEST OF THE POWER POLE, 22 FEET EAST OF THE CENTERLINE OF THE
 GA2087'ROAD AND 14 FEET SOUTH OF THE SOUTHWEST CORNER OF THE WELL HOUSE.  THE
 GA2087'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED---MOHAWK NO 2
 GA2087'1961---.
 GA2087'
 GA2087'REFERENCE MARK 3 IS 24 FEET SOUTHWEST OF THE POWER POLE, 19 FEET
 GA2087'SOUTH OF THE FENCE CORNER, 23 FEET EAST OF THE CENTERLINE OF THE
 GA2087'ROAD AND 85 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT
 GA2087'PROJECTS 2 INCHES AND THE DISK IS STAMPED---MOHAWK 1961 NO 3 1980---.
 GA2087'
 GA2087'THE AZIMUTH MARK IS 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GA2087'PORCH OF FRAME HOUSE, 14 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 GA2087'24 FEET WEST OF THE CENTERLINE OF THE ROAD AND 16 FEET EAST OF
 GA2087'TELEPHONE POLE NO. 39.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 GA2087'IS STAMPED---MOHAWK 1961---.
 GA2087'
 GA2087'TO REACH THE STATION FROM THE POST OFFICE AT MOHAWK, GO EAST FOR
 GA2087'0.05 MILE TO A T ROAD JUST AFTER CROSSING RAILROAD TRACKS.  TURN
 GA2087'LEFT AND FOLLOW PAVED ROAD NORTHERLY FOR 0.45 MILE TO THE AZIMUTH
 GA2087'MARK ON THE LEFT.  CONTINUE NORTH ON THE PAVED ROAD FOR 0.15 MILE
 GA2087'TO THE STATION ON THE RIGHT.
 GA2087
 GA2087                          STATION RECOVERY (1980)
 GA2087
 GA2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2087'IT IS 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 GA2087'WELL HOUSE 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CARPORT OF
 GA2087'A HOUSE AND 1 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2085 ***********************************************************************
 GA2085  DESIGNATION -  MOHAWK AZ MK
 GA2085  PID         -  GA2085
 GA2085  STATE/COUNTY-  TN/GREENE
 GA2085  USGS QUAD   -  MOHAWK (1980)
 GA2085
 GA2085                         *CURRENT SURVEY CONTROL
 GA2085  ___________________________________________________________________
 GA2085* NAD 83(1986)-  36 12 22.     (N)    083 03 28.     (W)     SCALED    
 GA2085* NAVD 88     -       343.818  (meters)    1128.01   (feet)  ADJUSTED  
 GA2085  ___________________________________________________________________
 GA2085  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA2085  DYNAMIC HT  -         343.501 (meters)    1126.97  (feet)  COMP
 GA2085  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 GA2085
 GA2085  VERT ORDER  -  SECOND    CLASS 0
 GA2085
 GA2085.The horizontal coordinates were scaled from a topographic map and have
 GA2085.an estimated accuracy of +/- 6 seconds.
 GA2085
 GA2085.The orthometric height was determined by differential leveling
 GA2085.and adjusted by the National Geodetic Survey in June 1991..
 GA2085
 GA2085.The geoid height was determined by GEOID03.
 GA2085
 GA2085.The dynamic height is computed by dividing the NAVD 88
 GA2085.geopotential number by the normal gravity value computed on the
 GA2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2085.degrees latitude (g = 980.6199 gals.).
 GA2085
 GA2085.The modeled gravity was interpolated from observed gravity values.
 GA2085
 GA2085;                    North         East    Units  Estimated Accuracy
 GA2085;SPC TN       -   211,760.      864,540.      MT  (+/- 180 meters Scaled)
 GA2085
 GA2085                          SUPERSEDED SURVEY CONTROL
 GA2085
 GA2085  NGVD 29 (??/??/92)  343.980  (m)         1128.54   (f) ADJ UNCH    2 0
 GA2085
 GA2085.Superseded values are not recommended for survey control.
 GA2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2085.See file dsdata.txt to determine how the superseded data were derived.
 GA2085
 GA2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA150087(NAD 83)
 GA2085_MARKER: DZ = AZIMUTH MARK DISK
 GA2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2085_STAMPING: MOHAWK 1961
 GA2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2085+STABILITY: SURFACE MOTION
 GA2085
 GA2085  HISTORY     - Date     Condition        Report By
 GA2085  HISTORY     - 1961     MONUMENTED       CGS
 GA2085
 GA2085                          STATION DESCRIPTION
 GA2085
 GA2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2085'0.4 MI N FROM MOHAWK.
 GA2085'TO REACH FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE
 GA2085'TO A T JUNCTION, THEN GO 0.45 MILE NORTH ON A PAVED ROAD, 8 FT.
 GA2085'SOUTHEAST OF THE NORTHEAST CORNER POST OF THE YARD OF PAUL RILEY
 GA2085'AND 4 FT. SOUTHWEST OF TWIN 16-INCH OAK TREES.  THE DISK IS SET IN
 GA2085'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2086 ***********************************************************************
 GA2086  DESIGNATION -  MOHAWK RM 1
 GA2086  PID         -  GA2086
 GA2086  STATE/COUNTY-  TN/GREENE
 GA2086  USGS QUAD   -  MOHAWK (1980)
 GA2086
 GA2086                         *CURRENT SURVEY CONTROL
 GA2086  ___________________________________________________________________
 GA2086* NAD 83(1986)-  36 12 32.     (N)    083 03 28.     (W)     SCALED    
 GA2086* NAVD 88     -       355.889  (meters)    1167.61   (feet)  ADJUSTED  
 GA2086  ___________________________________________________________________
 GA2086  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA2086  DYNAMIC HT  -         355.560 (meters)    1166.53  (feet)  COMP
 GA2086  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GA2086
 GA2086  VERT ORDER  -  SECOND    CLASS 0
 GA2086
 GA2086.The horizontal coordinates were scaled from a topographic map and have
 GA2086.an estimated accuracy of +/- 6 seconds.
 GA2086
 GA2086.The orthometric height was determined by differential leveling
 GA2086.and adjusted by the National Geodetic Survey in June 1991..
 GA2086
 GA2086.The geoid height was determined by GEOID03.
 GA2086
 GA2086.The dynamic height is computed by dividing the NAVD 88
 GA2086.geopotential number by the normal gravity value computed on the
 GA2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2086.degrees latitude (g = 980.6199 gals.).
 GA2086
 GA2086.The modeled gravity was interpolated from observed gravity values.
 GA2086
 GA2086;                    North         East    Units  Estimated Accuracy
 GA2086;SPC TN       -   212,070.      864,530.      MT  (+/- 180 meters Scaled)
 GA2086
 GA2086                          SUPERSEDED SURVEY CONTROL
 GA2086
 GA2086  NGVD 29 (??/??/92)  356.051  (m)         1168.14   (f) ADJ UNCH    2 0
 GA2086
 GA2086.Superseded values are not recommended for survey control.
 GA2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2086.See file dsdata.txt to determine how the superseded data were derived.
 GA2086
 GA2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA150090(NAD 83)
 GA2086_MARKER: DR = REFERENCE MARK DISK
 GA2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2086_STAMPING: MOHAWK NO 1 1961
 GA2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2086+STABILITY: SURFACE MOTION
 GA2086
 GA2086  HISTORY     - Date     Condition        Report By
 GA2086  HISTORY     - 1961     MONUMENTED       CGS
 GA2086
 GA2086                          STATION DESCRIPTION
 GA2086
 GA2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2086'0.6 MI N FROM MOHAWK.
 GA2086'THIS MARK IS LOCATED AT THE MOHAWK 1961 STATION SITE, 23.3 FT.
 GA2086'SOUTH OF THE STATION MARK, 26 FT. SOUTHWEST OF POWER LINE POLE
 GA2086'WITH TRANSFORMER, 22 FT. EAST OF THE CENTER OF PAVED ROAD AND 21
 GA2086'FT. SOUTH OF THE SOUTHWEST CORNER OF A BARN LOT.  THE DISK IS SET
 GA2086'IN TOP OF A CONCRETE POST PROJECTING 1 INCH AND IS ABOUT 5 FT.
 GA2086'ABOVE THE LEVEL OF THE ROAD.  NOTE-- FOR DESCR. SEE STATION
 GA2086'MOHAWK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2088 ***********************************************************************
 GA2088  DESIGNATION -  MOHAWK RM 2
 GA2088  PID         -  GA2088
 GA2088  STATE/COUNTY-  TN/GREENE
 GA2088  USGS QUAD   -  MOHAWK (1980)
 GA2088
 GA2088                         *CURRENT SURVEY CONTROL
 GA2088  ___________________________________________________________________
 GA2088* NAD 83(1986)-  36 12 32.     (N)    083 03 28.     (W)     SCALED    
 GA2088* NAVD 88     -       356.183  (meters)    1168.58   (feet)  ADJUSTED  
 GA2088  ___________________________________________________________________
 GA2088  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA2088  DYNAMIC HT  -         355.854 (meters)    1167.50  (feet)  COMP
 GA2088  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GA2088
 GA2088  VERT ORDER  -  SECOND    CLASS 0
 GA2088
 GA2088.The horizontal coordinates were scaled from a topographic map and have
 GA2088.an estimated accuracy of +/- 6 seconds.
 GA2088
 GA2088.The orthometric height was determined by differential leveling
 GA2088.and adjusted by the National Geodetic Survey in June 1991..
 GA2088
 GA2088.The geoid height was determined by GEOID03.
 GA2088
 GA2088.The dynamic height is computed by dividing the NAVD 88
 GA2088.geopotential number by the normal gravity value computed on the
 GA2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2088.degrees latitude (g = 980.6199 gals.).
 GA2088
 GA2088.The modeled gravity was interpolated from observed gravity values.
 GA2088
 GA2088;                    North         East    Units  Estimated Accuracy
 GA2088;SPC TN       -   212,070.      864,530.      MT  (+/- 180 meters Scaled)
 GA2088
 GA2088                          SUPERSEDED SURVEY CONTROL
 GA2088
 GA2088  NGVD 29 (??/??/92)  356.345  (m)         1169.11   (f) ADJ UNCH    2 0
 GA2088
 GA2088.Superseded values are not recommended for survey control.
 GA2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2088.See file dsdata.txt to determine how the superseded data were derived.
 GA2088
 GA2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA150090(NAD 83)
 GA2088_MARKER: DR = REFERENCE MARK DISK
 GA2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2088_STAMPING: MOHAWK NO 2 1961
 GA2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2088+STABILITY: SURFACE MOTION
 GA2088
 GA2088  HISTORY     - Date     Condition        Report By
 GA2088  HISTORY     - 1961     MONUMENTED       CGS
 GA2088  HISTORY     - 1980     GOOD             NGS
 GA2088
 GA2088                          STATION DESCRIPTION
 GA2088
 GA2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2088'0.6 MI N FROM MOHAWK.
 GA2088'THIS MARK IS LOCATED AT THE MOHAWK 1961 STATION SITE, 26.2 FT.
 GA2088'SOUTHWEST OF THE STATION MARK, 28 FT. NORTHWEST OF A POWER LINE
 GA2088'POLE WITH TRANSFORMER, 22 FT. EAST OF THE CENTER OF PAVED ROAD AND
 GA2088'19.5 FT. NORTH OF SOUTHWEST CORNER POST OF BARN LOT.  THE DISK IS
 GA2088'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- FOR
 GA2088'DESCR. SEE STATION MOHAWK.
 GA2088
 GA2088                          STATION RECOVERY (1980)
 GA2088
 GA2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2088'IT IS 20 FEET NORTH OF A FENCE CORNER, 14 FEET SOUTH OF THE SOUTHWEST
 GA2088'CORNER OF A CONCRETE BLOCK WELL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3253 ***********************************************************************
 GA3253  DESIGNATION -  MOHAWK RM 3
 GA3253  PID         -  GA3253
 GA3253  STATE/COUNTY-  TN/GREENE
 GA3253  USGS QUAD   -  MOHAWK (1980)
 GA3253
 GA3253                         *CURRENT SURVEY CONTROL
 GA3253  ___________________________________________________________________
 GA3253* NAD 83(1986)-  36 12 32.     (N)    083 03 28.     (W)     SCALED    
 GA3253* NAVD 88     -       355.41   (meters)    1166.0    (feet)  RESET     
 GA3253  ___________________________________________________________________
 GA3253  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA3253
 GA3253  VERT ORDER  -  THIRD
 GA3253
 GA3253.The horizontal coordinates were scaled from a topographic map and have
 GA3253.an estimated accuracy of +/- 6 seconds.
 GA3253
 GA3253.The orthometric height was computed from unverified reset data.
 GA3253.No vertical observational check was made to the station.
 GA3253
 GA3253.The geoid height was determined by GEOID03.
 GA3253
 GA3253;                    North         East    Units  Estimated Accuracy
 GA3253;SPC TN       -   212,070.      864,530.      MT  (+/- 180 meters Scaled)
 GA3253
 GA3253                          SUPERSEDED SURVEY CONTROL
 GA3253
 GA3253  NGVD 29 (10/12/01)  355.58   (m)         1166.6    (f) RESET       3  
 GA3253
 GA3253.Superseded values are not recommended for survey control.
 GA3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3253.See file dsdata.txt to determine how the superseded data were derived.
 GA3253
 GA3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA150090(NAD 83)
 GA3253_MARKER: DR = REFERENCE MARK DISK
 GA3253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3253_STAMPING: MOHAWK 1961 NO 3 1980
 GA3253_PROJECTION: PROJECTING 5 CENTIMETERS
 GA3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3253+STABILITY: SURFACE MOTION
 GA3253
 GA3253  HISTORY     - Date     Condition        Report By
 GA3253  HISTORY     - 1980     MONUMENTED       NGS
 GA3253
 GA3253                          STATION DESCRIPTION
 GA3253
 GA3253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GA3253'0.6 MI NORTH FROM MOHAWK.
 GA3253'FROM THE POST OFFICE IN MOHAWK, GO EAST FOR 0.05 MILE TO A
 GA3253'T JUNCTION, THENCE 0.6 MILE NORTH ON A PAVED ROAD TO THE
 GA3253'CREST OF A SMALL HILL, TO A HOUSE ON THE LEFT, AND THE STATION
 GA3253'ON THE RIGHT, 24 FEET SOUTHWEST OF A POWERPOLE NO
 GA3253'C 61 EAST 98, 19 FEET SOUTH OF A FENCE CORNER, 23 FEET EASTOF THE
 GA3253'CENTERLINE OF PAVED ROAD AND 85 FEET NORTH OF THE CENTERLINE OF A
 GA3253'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1682 ***********************************************************************
 GC1682  DESIGNATION -  MOLLY
 GC1682  PID         -  GC1682
 GC1682  STATE/COUNTY-  TN/HUMPHREYS
 GC1682  USGS QUAD   -  MC EWEN (1982)
 GC1682
 GC1682                         *CURRENT SURVEY CONTROL
 GC1682  ___________________________________________________________________
 GC1682* NAD 83(1995)-  36 05 14.80050(N)    087 44 33.41731(W)     ADJUSTED  
 GC1682* NAVD 88     -       176.534  (meters)     579.18   (feet)  ADJUSTED  
 GC1682  ___________________________________________________________________
 GC1682  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GC1682  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1682  DYNAMIC HT  -         176.381 (meters)     578.68  (feet)  COMP
 GC1682  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 GC1682
 GC1682  HORZ ORDER  -  SECOND
 GC1682  VERT ORDER  -  SECOND    CLASS 0
 GC1682
 GC1682.The horizontal coordinates were established by classical geodetic methods
 GC1682.and adjusted by the National Geodetic Survey in April 1999..
 GC1682
 GC1682.The orthometric height was determined by differential leveling
 GC1682.and adjusted by the National Geodetic Survey in June 1991..
 GC1682
 GC1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1682
 GC1682.The geoid height was determined by GEOID03.
 GC1682
 GC1682.The dynamic height is computed by dividing the NAVD 88
 GC1682.geopotential number by the normal gravity value computed on the
 GC1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1682.degrees latitude (g = 980.6199 gals.).
 GC1682
 GC1682.The modeled gravity was interpolated from observed gravity values.
 GC1682
 GC1682;                    North         East     Units Scale Factor Converg.
 GC1682;SPC TN       -   196,015.031   443,067.825   MT  0.99995815   -1 01 12.7
 GC1682;SPC TN       -   643,092.65  1,453,631.69   sFT  0.99995815   -1 01 12.7
 GC1682;UTM  16      - 3,993,902.619   433,143.182   MT  0.99965507   -0 26 14.8
 GC1682
 GC1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1682!SPC TN       -   0.99997681  x   0.99995815  =   0.99993496
 GC1682!UTM  16      -   0.99997681  x   0.99965507  =   0.99963189
 GC1682
 GC1682|---------------------------------------------------------------------|
 GC1682| PID    Reference Object                     Distance      Geod. Az  |
 GC1682|                                                           dddmmss.s |
 GC1682| GC1681 MOLLY RM 1                           18.806 METERS 06800     |
 GC1682| GC1683 MOLLY RM 2                           16.977 METERS 24911     |
 GC1682| GC1684 MOLLY AZ MK                                        2585318.6 |
 GC1682|---------------------------------------------------------------------|
 GC1682
 GC1682                          SUPERSEDED SURVEY CONTROL
 GC1682
 GC1682  NAD 83(1995)-  36 05 14.80218(N)    087 44 33.42094(W) AD(       ) 2
 GC1682  NAD 83(1995)-  36 05 14.80295(N)    087 44 33.42224(W) AD(       ) 2
 GC1682  NAD 83(1986)-  36 05 14.81034(N)    087 44 33.41934(W) AD(       ) 2
 GC1682  NAD 27      -  36 05 14.59355(N)    087 44 33.34046(W) AD(       ) 2
 GC1682  NGVD 29 (??/??/??)  176.56   (m)          579.3    (f) RESET       3  
 GC1682
 GC1682.Superseded values are not recommended for survey control.
 GC1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1682.See file dsdata.txt to determine how the superseded data were derived.
 GC1682
 GC1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE3314393903(NAD 83)
 GC1682_MARKER: DD = SURVEY DISK
 GC1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1682_STAMPING: MOLLY 1961
 GC1682_MARK LOGO: TNHD  
 GC1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1682+STABILITY: SURFACE MOTION
 GC1682
 GC1682  HISTORY     - Date     Condition        Report By
 GC1682  HISTORY     - 1961     MONUMENTED       TNHD
 GC1682  HISTORY     - 1961     GOOD             TNHD
 GC1682
 GC1682                          STATION DESCRIPTION
 GC1682
 GC1682'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1682'3 MI E FROM WAVERLY.
 GC1682'FROM THE COURTHOUSE IN WAVERLY, GO EAST ON U.S. HIGHWAY 70 FOR
 GC1682'2.9 MILES TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED
 GC1682'27 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70, 12 FEET WEST
 GC1682'OF A FENCE CORNER, AND 2.5 FEET NORTHWEST OF A WITNESS POST.  THE
 GC1682'MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH
 GC1682'THE GROUND.
 GC1682
 GC1682                          STATION RECOVERY (1961)
 GC1682
 GC1682'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 GC1682'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WAVERLY.
 GC1682'
 GC1682'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE
 GC1682'HUMPHREYS COUNTY COURTHOUSE IN WAVERLY, GO EAST ON U.S. HIGHWAY
 GC1682'70 FOR 2.9 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 GC1682'
 GC1682'THE STATION IS 27 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC1682'U.S. HIGHWAY 70, 12 FEET WEST OF A FENCE CORNER, AND 2.5 FEET
 GC1682'NORTHWEST OF A WITNESS POST.  SURFACE AND UNDERGROUND MARKS
 GC1682'ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED MOLLY
 GC1682'1961.  THE UNDERGROUND DISK IS ABOUT 30 INCHES BELOW THE
 GC1682'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE,
 GC1682'FLUSH, CONCRETE MONUMENT.
 GC1682'
 GC1682'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE APPROXIMATE
 GC1682'CENTER OF U.S. HIGHWAY 70, 22 FEET WEST OF THE APPROXIMATE
 GC1682'CENTER OF A DRIVEWAY, AND 1 FOOT NORTH OF A FENCE.  THE MARK
 GC1682'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC1682'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1682'MOLLY RM-1 1961.
 GC1682'
 GC1682'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE APPROXIMATE
 GC1682'CENTER OF U.S. HIGHWAY 70 AND 68 FEET WEST OF A FENCE
 GC1682'CORNER.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC1682'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND
 GC1682'THE DISK IS STAMPED MOLLY RM-2 1961.
 GC1682'
 GC1682'THE AZIMUTH MARK IS 19 FEET NORTHWEST OF A POWER POLE AND 15
 GC1682'FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 70.  THE
 GC1682'MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GC1682'A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC1682'STAMPED MOLLY AZI 1961.
 GC1682'
 GC1682'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 GC1682'U.S. HIGHWAY 70 FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GC1682'
 GC1682'ALL OBSERVATIONS WERE MADE FROM AN INSTRUMENT TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1684 ***********************************************************************
 GC1684  DESIGNATION -  MOLLY AZ MK
 GC1684  PID         -  GC1684
 GC1684  STATE/COUNTY-  TN/HUMPHREYS
 GC1684  USGS QUAD   -  MC EWEN (1982)
 GC1684
 GC1684                         *CURRENT SURVEY CONTROL
 GC1684  ___________________________________________________________________
 GC1684* NAD 83(1986)-  36 05 13.     (N)    087 44 47.     (W)     SCALED    
 GC1684* NAVD 88     -       175.472  (meters)     575.69   (feet)  ADJUSTED  
 GC1684  ___________________________________________________________________
 GC1684  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1684  DYNAMIC HT  -         175.320 (meters)     575.20  (feet)  COMP
 GC1684  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 GC1684
 GC1684  VERT ORDER  -  SECOND    CLASS 0
 GC1684
 GC1684.The horizontal coordinates were scaled from a topographic map and have
 GC1684.an estimated accuracy of +/- 6 seconds.
 GC1684
 GC1684.The orthometric height was determined by differential leveling
 GC1684.and adjusted by the National Geodetic Survey in June 1991..
 GC1684
 GC1684.The geoid height was determined by GEOID03.
 GC1684
 GC1684.The dynamic height is computed by dividing the NAVD 88
 GC1684.geopotential number by the normal gravity value computed on the
 GC1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1684.degrees latitude (g = 980.6199 gals.).
 GC1684
 GC1684.The modeled gravity was interpolated from observed gravity values.
 GC1684
 GC1684;                    North         East    Units  Estimated Accuracy
 GC1684;SPC TN       -   195,970.      442,730.      MT  (+/- 180 meters Scaled)
 GC1684
 GC1684                          SUPERSEDED SURVEY CONTROL
 GC1684
 GC1684  NGVD 29 (??/??/??)  175.52   (m)          575.9    (f) RESET       3  
 GC1684
 GC1684.Superseded values are not recommended for survey control.
 GC1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1684.See file dsdata.txt to determine how the superseded data were derived.
 GC1684
 GC1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE328938(NAD 83)
 GC1684_MARKER: DZ = AZIMUTH MARK DISK
 GC1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1684_STAMPING: MOLLY AZI 1961
 GC1684_MARK LOGO: TNHD  
 GC1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1684+STABILITY: SURFACE MOTION
 GC1684
 GC1684  HISTORY     - Date     Condition        Report By
 GC1684  HISTORY     - 1961     MONUMENTED       TNHD
 GC1684
 GC1684                          STATION DESCRIPTION
 GC1684
 GC1684'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1684'2.7 MI E FROM WAVERLY.
 GC1684'FROM THE COURTHOUSE IN WAVERLY, GO EAST ON U.S. HIGHWAY 70 FOR
 GC1684'2.7 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 15 FEET
 GC1684'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70, AND 19 FEET NORTHWEST
 GC1684'OF A POWER POLE.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC1684'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1681 ***********************************************************************
 GC1681  DESIGNATION -  MOLLY RM 1
 GC1681  PID         -  GC1681
 GC1681  STATE/COUNTY-  TN/HUMPHREYS
 GC1681  USGS QUAD   -  MC EWEN (1982)
 GC1681
 GC1681                         *CURRENT SURVEY CONTROL
 GC1681  ___________________________________________________________________
 GC1681* NAD 83(1986)-  36 05 15.     (N)    087 44 32.     (W)     SCALED    
 GC1681* NAVD 88     -       176.944  (meters)     580.52   (feet)  ADJUSTED  
 GC1681  ___________________________________________________________________
 GC1681  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1681  DYNAMIC HT  -         176.791 (meters)     580.02  (feet)  COMP
 GC1681  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 GC1681
 GC1681  VERT ORDER  -  SECOND    CLASS 0
 GC1681
 GC1681.The horizontal coordinates were scaled from a topographic map and have
 GC1681.an estimated accuracy of +/- 6 seconds.
 GC1681
 GC1681.The orthometric height was determined by differential leveling
 GC1681.and adjusted by the National Geodetic Survey in June 1991..
 GC1681
 GC1681.The geoid height was determined by GEOID03.
 GC1681
 GC1681.The dynamic height is computed by dividing the NAVD 88
 GC1681.geopotential number by the normal gravity value computed on the
 GC1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1681.degrees latitude (g = 980.6199 gals.).
 GC1681
 GC1681.The modeled gravity was interpolated from observed gravity values.
 GC1681
 GC1681;                    North         East    Units  Estimated Accuracy
 GC1681;SPC TN       -   196,020.      443,100.      MT  (+/- 180 meters Scaled)
 GC1681
 GC1681                          SUPERSEDED SURVEY CONTROL
 GC1681
 GC1681  NGVD 29 (??/??/??)  176.97   (m)          580.6    (f) RESET       3  
 GC1681
 GC1681.Superseded values are not recommended for survey control.
 GC1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1681.See file dsdata.txt to determine how the superseded data were derived.
 GC1681
 GC1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE331939(NAD 83)
 GC1681_MARKER: DR = REFERENCE MARK DISK
 GC1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1681_STAMPING: MOLLY RM-1 1961
 GC1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1681+STABILITY: SURFACE MOTION
 GC1681
 GC1681  HISTORY     - Date     Condition        Report By
 GC1681  HISTORY     - 1961     MONUMENTED       TNHD
 GC1681
 GC1681                          STATION DESCRIPTION
 GC1681
 GC1681'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1681'3 MI E FROM WAVERLY.
 GC1681'THIS MARK IS LOCATED AT THE MOLLY 1961 STATION SITE, 28 FEET
 GC1681'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70, 22 FEET WEST OF THE
 GC1681'CENTERLINE OF A DRIVEWAY, AND 1 FOOT NORTH OF A FENCE.  THE
 GC1681'MARK IS SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH
 GC1681'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1683 ***********************************************************************
 GC1683  DESIGNATION -  MOLLY RM 2
 GC1683  PID         -  GC1683
 GC1683  STATE/COUNTY-  TN/HUMPHREYS
 GC1683  USGS QUAD   -  MC EWEN (1982)
 GC1683
 GC1683                         *CURRENT SURVEY CONTROL
 GC1683  ___________________________________________________________________
 GC1683* NAD 83(1986)-  36 05 15.     (N)    087 44 32.     (W)     SCALED    
 GC1683* NAVD 88     -       176.528  (meters)     579.16   (feet)  ADJUSTED  
 GC1683  ___________________________________________________________________
 GC1683  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GC1683  DYNAMIC HT  -         176.374 (meters)     578.65  (feet)  COMP
 GC1683  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 GC1683
 GC1683  VERT ORDER  -  SECOND    CLASS 0
 GC1683
 GC1683.The horizontal coordinates were scaled from a topographic map and have
 GC1683.an estimated accuracy of +/- 6 seconds.
 GC1683
 GC1683.The orthometric height was determined by differential leveling
 GC1683.and adjusted by the National Geodetic Survey in June 1991..
 GC1683
 GC1683.The geoid height was determined by GEOID03.
 GC1683
 GC1683.The dynamic height is computed by dividing the NAVD 88
 GC1683.geopotential number by the normal gravity value computed on the
 GC1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1683.degrees latitude (g = 980.6199 gals.).
 GC1683
 GC1683.The modeled gravity was interpolated from observed gravity values.
 GC1683
 GC1683;                    North         East    Units  Estimated Accuracy
 GC1683;SPC TN       -   196,020.      443,100.      MT  (+/- 180 meters Scaled)
 GC1683
 GC1683                          SUPERSEDED SURVEY CONTROL
 GC1683
 GC1683  NGVD 29 (??/??/??)  176.55   (m)          579.2    (f) RESET       3  
 GC1683
 GC1683.Superseded values are not recommended for survey control.
 GC1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1683.See file dsdata.txt to determine how the superseded data were derived.
 GC1683
 GC1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE331939(NAD 83)
 GC1683_MARKER: DR = REFERENCE MARK DISK
 GC1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1683_STAMPING: MOLLY RM-2 1961
 GC1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1683+STABILITY: SURFACE MOTION
 GC1683
 GC1683  HISTORY     - Date     Condition        Report By
 GC1683  HISTORY     - 1961     MONUMENTED       TNHD
 GC1683
 GC1683                          STATION DESCRIPTION
 GC1683
 GC1683'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC1683'3 MI E FROM WAVERLY.
 GC1683'THIS MARK IS LOCATED AT THE MOLLY 1961 STATION SITE, 26 FEET
 GC1683'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70, AND 68 FEET WEST OF
 GC1683'A FENCE CORNER.  THE MARK IS SET IN TOP OF A 10-INCH SQUARE,
 GC1683'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2537 ***********************************************************************
 GA2537  DESIGNATION -  MONROE
 GA2537  PID         -  GA2537
 GA2537  STATE/COUNTY-  TN/UNION
 GA2537  USGS QUAD   -  GRAVESTON (1987)
 GA2537
 GA2537                         *CURRENT SURVEY CONTROL
 GA2537  ___________________________________________________________________
 GA2537* NAD 83(1995)-  36 14 49.93272(N)    083 47 43.00997(W)     ADJUSTED  
 GA2537* NAVD 88     -       384.892  (meters)    1262.77   (feet)  ADJUSTED  
 GA2537  ___________________________________________________________________
 GA2537  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GA2537  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2537  DYNAMIC HT  -         384.541 (meters)    1261.61  (feet)  COMP
 GA2537  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2537
 GA2537  HORZ ORDER  -  SECOND
 GA2537  VERT ORDER  -  SECOND    CLASS 0
 GA2537
 GA2537.The horizontal coordinates were established by classical geodetic methods
 GA2537.and adjusted by the National Geodetic Survey in April 1999..
 GA2537
 GA2537.The orthometric height was determined by differential leveling
 GA2537.and adjusted by the National Geodetic Survey in June 1991..
 GA2537
 GA2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2537
 GA2537.The geoid height was determined by GEOID03.
 GA2537
 GA2537.The dynamic height is computed by dividing the NAVD 88
 GA2537.geopotential number by the normal gravity value computed on the
 GA2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2537.degrees latitude (g = 980.6199 gals.).
 GA2537
 GA2537.The modeled gravity was interpolated from observed gravity values.
 GA2537
 GA2537;                    North         East     Units Scale Factor Converg.
 GA2537;SPC TN       -   214,576.333   798,141.544   MT  0.99997433   +1 17 26.6
 GA2537;SPC TN       -   703,989.19  2,618,569.38   sFT  0.99997433   +1 17 26.6
 GA2537;UTM  17      - 4,014,991.878   248,826.387   MT  1.00037739   -1 39 13.1
 GA2537
 GA2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2537!SPC TN       -   0.99994442  x   0.99997433  =   0.99991875
 GA2537!UTM  17      -   0.99994442  x   1.00037739  =   1.00032179
 GA2537
 GA2537:                Primary Azimuth Mark                     Grid Az
 GA2537:SPC TN       -  MONROE AZ MK                             010 32 00.4
 GA2537:UTM  17      -  MONROE AZ MK                             013 28 40.1
 GA2537
 GA2537|---------------------------------------------------------------------|
 GA2537| PID    Reference Object                     Distance      Geod. Az  |
 GA2537|                                                           dddmmss.s |
 GA2537| GA2536 MONROE AZ MK                        APPROX. 0.5 KM 0114927.0 |
 GA2537| GA2538 MONROE RM 1                          14.305 METERS 15547     |
 GA2537| GA2539 MONROE RM 2                          18.906 METERS 33454     |
 GA2537|---------------------------------------------------------------------|
 GA2537
 GA2537                          SUPERSEDED SURVEY CONTROL
 GA2537
 GA2537  NAD 83(1995)-  36 14 49.93694(N)    083 47 43.01155(W) AD(       ) 2
 GA2537  NAD 83(1995)-  36 14 49.93775(N)    083 47 43.00941(W) AD(       ) 2
 GA2537  NAD 83(1995)-  36 14 49.94020(N)    083 47 43.01125(W) AD(       ) 2
 GA2537  NAD 83(1986)-  36 14 49.94380(N)    083 47 43.00992(W) AD(       ) 2
 GA2537  NAD 27      -  36 14 49.65257(N)    083 47 43.33426(W) AD(       ) 2
 GA2537  NGVD 29 (??/??/92)  384.962  (m)         1263.00   (f) ADJ UNCH    2 0
 GA2537
 GA2537.Superseded values are not recommended for survey control.
 GA2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2537.See file dsdata.txt to determine how the superseded data were derived.
 GA2537
 GA2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4882614992(NAD 83)
 GA2537_MARKER: DD = SURVEY DISK
 GA2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2537_STAMPING: MONROE 1964
 GA2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2537+STABILITY: SURFACE MOTION
 GA2537
 GA2537  HISTORY     - Date     Condition        Report By
 GA2537  HISTORY     - 1964     MONUMENTED       TNHD
 GA2537  HISTORY     - 1964     GOOD             TNHD
 GA2537
 GA2537                          STATION DESCRIPTION
 GA2537
 GA2537'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA2537'THE STATION IS LOCATED JUST SOUTH OF MAYNARDVILLE.
 GA2537'
 GA2537'TO REACH THE STATION FROM THE POST OFFICE IN MAYNARDVILLE, GO EAST ON
 GA2537'STATE ROUTE 33 FOR 0.1
 GA2537'MILE TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND
 GA2537'GO 0.2 MILE TO THE STATION ON THE
 GA2537'LEFT.
 GA2537'
 GA2537'THE STATION IS 48 FEET EAST OF A GRAVELED ROAD, 6 FEET WEST OF A WIRE
 GA2537'FENCE AND 5.5 FEET
 GA2537'SOUTHWEST OF A WITNESS POST.  THE SURFACE AND
 GA2537'UNDERGROUND MARKS ARE STANDARD
 GA2537'TENNESSEE HIGHWAY DEPARTMENT DISKS AND
 GA2537'ARE STAMPED MONROE 1964.  THE UNDERGROUND MARK IS
 GA2537'ABOUT 30 INCHES
 GA2537'BELOW THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH SQUARE,
 GA2537'FLUSH, CONCRETE
 GA2537'MONUMENT.
 GA2537'
 GA2537'REFERENCE MARK NO. 1 IS 9 FEET NORTH OF THE NORTHWEST CORNER OF A
 GA2537'BARN AND 2 FEET WEST OF
 GA2537'A WIRE FENCE.  IT IS A STANDARD TENNESSEE HIGHWAY
 GA2537'DEPARTMENT DISK SET IN A 10-INCH
 GA2537'SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2537'THE DISK IS STAMPED MONROE RM-1 1964.
 GA2537'
 GA2537'REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF A UTILITY POLE NO. 25, 23
 GA2537'FEET NORTHWEST OF A
 GA2537'FENCE CORNER AND 11 FEET EAST OF THE TOP OF A CUT.  IT
 GA2537'IS A STANDARD TENNESSEE HIGHWAY
 GA2537'DEPARTMENT DISK SET IN A 10-INCH
 GA2537'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2537'STAMPED MONROE RM-2
 GA2537'1964.
 GA2537'
 GA2537'THE AZIMUTH MARK IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GA2537'ROUTE 33 AND 4 FEET WEST
 GA2537'OF TELEPHONE POLE NO.53 AND 2.9 FEET SOUTH A WITNESS
 GA2537'POST.  IT IS A STANDARD TENNESSEE
 GA2537'HIGHWAY DEPARTMENT DISK SET IN A
 GA2537'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2537'DISK IS STAMPED
 GA2537'MONROE AZI 1964.
 GA2537'
 GA2537'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA2537'EAST ON STATE ROUTE 33
 GA2537'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GA2537'
 GA2537'ALL OBSERVATIONS WERE MADE FROM A 50 FOOT TOWER.
 GA2537'
 GA2537'HEIGHT OF LIGHT ABOVE STATION MARK 17 METERS.
 GA2537
 GA2537                          STATION RECOVERY (1964)
 GA2537
 GA2537'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2537'AT MAYNARDVILLE.
 GA2537'FROM THE POST OFFICE IN MAYNARDVILLE, GO EAST ON STATE ROUTE 33
 GA2537'FOR 0.1 MILE TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT ON THE
 GA2537'GRAVELED ROAD AND GO 0.2 MILE TO THE STATION ON THE LEFT.  THE
 GA2537'STATION MARK IS 48 FEET EAST OF THE APPROXIMATE CENTER OF A
 GA2537'GRAVELED ROAD, 6 FEET WEST OF A WIRE FENCE AND 5.5 FEET SOUTHWEST
 GA2537'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS A STANDARD
 GA2537'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE
 GA2537'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0923 ***********************************************************************
 FC0923  CBN         -  This is a Cooperative Base Network Control Station.
 FC0923  DESIGNATION -  MONROE
 FC0923  PID         -  FC0923
 FC0923  STATE/COUNTY-  TN/MONROE
 FC0923  USGS QUAD   -  NIOTA (1990)
 FC0923
 FC0923                         *CURRENT SURVEY CONTROL
 FC0923  ___________________________________________________________________
 FC0923* NAD 83(1995)-  35 36 09.81668(N)    084 30 49.23256(W)     ADJUSTED  
 FC0923* NAVD 88     -       302.255  (meters)     991.65   (feet)  ADJUSTED  
 FC0923  ___________________________________________________________________
 FC0923  X           -     496,398.087 (meters)                     COMP
 FC0923  Y           -  -5,168,220.979 (meters)                     COMP
 FC0923  Z           -   3,692,599.289 (meters)                     COMP
 FC0923  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 FC0923  ELLIP HEIGHT-         271.87  (meters)          (08/03/04) GPS OBS
 FC0923  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0923  DYNAMIC HT  -         301.961 (meters)     990.68  (feet)  COMP
 FC0923  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC0923
 FC0923  HORZ ORDER  -  A
 FC0923  VERT ORDER  -  SECOND    CLASS 0
 FC0923  ELLP ORDER  -  FOURTH    CLASS I
 FC0923
 FC0923.The horizontal coordinates were established by GPS observations
 FC0923.and adjusted by the National Geodetic Survey in August 2004..
 FC0923
 FC0923.The orthometric height was determined by differential leveling
 FC0923.and adjusted by the National Geodetic Survey in June 1991..
 FC0923
 FC0923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC0923
 FC0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0923
 FC0923.The ellipsoidal height was determined by GPS observations
 FC0923.and is referenced to NAD 83.
 FC0923
 FC0923.The geoid height was determined by GEOID03.
 FC0923
 FC0923.The dynamic height is computed by dividing the NAVD 88
 FC0923.geopotential number by the normal gravity value computed on the
 FC0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0923.degrees latitude (g = 980.6199 gals.).
 FC0923
 FC0923.The modeled gravity was interpolated from observed gravity values.
 FC0923
 FC0923;                    North         East     Units Scale Factor Converg.
 FC0923;SPC TN       -   141,860.694   734,670.352   MT  0.99995651   +0 52 12.6
 FC0923;SPC TN       -   465,421.29  2,410,330.98   sFT  0.99995651   +0 52 12.6
 FC0923;UTM  16      - 3,942,732.488   725,227.966   MT  1.00022516   +1 26 53.0
 FC0923
 FC0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0923!SPC TN       -   0.99995733  x   0.99995651  =   0.99991384
 FC0923!UTM  16      -   0.99995733  x   1.00022516  =   1.00018248
 FC0923
 FC0923:                Primary Azimuth Mark                     Grid Az
 FC0923:SPC TN       -  MONROE AZ MK 2                           111 21 07.5
 FC0923:UTM  16      -  MONROE AZ MK 2                           110 46 27.1
 FC0923
 FC0923|---------------------------------------------------------------------|
 FC0923| PID    Reference Object                     Distance      Geod. Az  |
 FC0923|                                                           dddmmss.s |
 FC0923| CZ4943 MONROE AZ MK 2                                     1121320.1 |
 FC0923| FC0921 MONROE AZ MK                                       1121322.7 |
 FC0923| FC0922 MONROE RM 1                          10.008 METERS 25300     |
 FC0923| FC0924 MONROE RM 2                          19.750 METERS 32834     |
 FC0923|---------------------------------------------------------------------|
 FC0923
 FC0923                          SUPERSEDED SURVEY CONTROL
 FC0923
 FC0923  NAD 83(1995)-  35 36 09.82061(N)    084 30 49.21947(W) AD(       ) 2
 FC0923  NAD 83(1995)-  35 36 09.82607(N)    084 30 49.21962(W) AD(       ) 2
 FC0923  NAD 83(1986)-  35 36 09.83098(N)    084 30 49.21783(W) AD(       ) 2
 FC0923  NAD 27      -  35 36 09.56430(N)    084 30 49.46960(W) AD(       ) 2
 FC0923  NAVD 88 (08/03/04)  302.25   (m)          991.6    (f) LEVELING    3  
 FC0923  NGVD 29 (??/??/92)  302.334  (m)          991.91   (f) ADJ UNCH    2 0
 FC0923
 FC0923.Superseded values are not recommended for survey control.
 FC0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0923.See file dsdata.txt to determine how the superseded data were derived.
 FC0923
 FC0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE2522842732(NAD 83)
 FC0923_MARKER: DE = TRAVERSE STATION DISK
 FC0923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0923_SP_SET: MONUMENT
 FC0923_STAMPING: MONROE 1961
 FC0923_MARK LOGO: CGS   
 FC0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC0923+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FC0923
 FC0923  HISTORY     - Date     Condition        Report By
 FC0923  HISTORY     - 1961     MONUMENTED       CGS
 FC0923  HISTORY     - 1969     GOOD             CGS
 FC0923  HISTORY     - 1969     GOOD             NGS
 FC0923  HISTORY     - 1980     GOOD             NGS
 FC0923  HISTORY     - 20031010 GOOD             TNDT
 FC0923
 FC0923                          STATION DESCRIPTION
 FC0923
 FC0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC0923'THE STATION IS LOCATED ON THE EAST SIDE OF A GRAVELED ROAD ABOUT
 FC0923'2-1/4 MILES WEST OF SWEETWATER AND 3 MILES
 FC0923'SOUTH-SOUTHEAST OF LUTTRELL.
 FC0923'
 FC0923'THE STATION IS REACHED FROM THE POST OFFICE IN SWEETWATER BY GOING
 FC0923'SOUTH ON U.S. HIGHWAY 11 FOR 0.25 MILE TO THE JUNCTION OF
 FC0923'STATE ROUTE 68, TURN RIGHT AND FOLLOW STATE ROUTE 68 FOR 2.55 MILES
 FC0923'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR
 FC0923'0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO THE
 FC0923'STATION ON THE RIGHT JUST INSIDE THE FENCE.
 FC0923'
 FC0923'THE STATION IS 41 FEET SOUTH OF A MAIL BOX WITH THE NAME, JOE P.
 FC0923'BILDERBACK, 17 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC0923'GRAVELED ROAD, 3.6 FEET NORTHEAST OF A WITNESS SIGN POST AND 3 FEET
 FC0923'SOUTHEAST OF A POWER LINE POLE MARKED WITH A NUMBER 3. THE
 FC0923'MARK IS SET FLUSH, IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC0923'MONUMENT AND IS STAMPED MONROE 1961.
 FC0923'
 FC0923'REFERENCE MARK NO. 1 IS 56 FEET SOUTH OF THE MAIL BOX, 15 FEET WEST
 FC0923'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF A
 FC0923'NORTH-SOUTH FENCE LINE. IT IS A FLUSH MARK AND IS A STANDARD DISK SET
 FC0923'IN A SQUARE CONCRETE MONUMENT.  THE MARK IS STAMPED MONROE NO 1
 FC0923'1961.
 FC0923'
 FC0923'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE MAIL BOX, 20 FEET NORTH
 FC0923'OF THE APPROXIMATE CENTER OF DRIVEWAY LEADING TO JOE P. BILDERBACKS
 FC0923'RESIDENCE AND 14 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0923'ROAD. IT IS A FLUSH MARK AND IS A STANDARD DISK SET IN A SQUARE
 FC0923'CONCRETE MONUMENT. THE MARK IS STAMPED MONROE NO 2 1961.
 FC0923'
 FC0923'THE AZIMUTH MARK IS 36 FEET EAST OF A POWER LINE POLE, 25 FEET NORTH
 FC0923'OF THE APPROXIMATE CENTER OF STATE ROUTE 68 AND 2.3 FEET WEST
 FC0923'OF A WITNESS SIGN POST. IT IS IN THE SOUTH EDGE OF CHARLES LANCES
 FC0923'YARD. THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FC0923'MONUMENT WHICH PROJECTS 2 INCHES, IT IS STAMPED MONROE 1961.
 FC0923'
 FC0923'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FC0923
 FC0923                          STATION RECOVERY (1969)
 FC0923
 FC0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC0923'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 FC0923'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. IN
 FC0923'1968 THE AZIMUTH MARK WAS STRUCK BY A CAR DURING AN ACCIDENT AND WAS
 FC0923'BADLY TILTED. THE MARK WAS REPLUMBED AND CEMENTED AROUND IN 1968 BY
 FC0923'THE TENNESSEE HIGHWAY DEPARTMENT DISTRICT NO. 1 GEODETIC SECTION AND
 FC0923'THE DISK ALTERED TO READ MONROE 1961 1968, BUT THE STATION WAS NEVER
 FC0923'OCCUPIED TO CHECK THE DIRECTION. THE STATION WAS OCCUPIED THIS DATE
 FC0923'AND THE ANGLES OBSERVED ON THE AZIMUTH MARK AND THE REFERENCE MARKS
 FC0923'USING TRAVERSE STATION SOUTHERLAND AS THE INITIAL. WHEN THE OBS WERE
 FC0923'COMPLETED A DIFFERENCE OF ONLY MINUS 00 DEG 00 MIN 01.6 SEC WAS NOTED
 FC0923'IN THE DIRECTION OF THE AZIMUTH MARK AND THE REFERENCE MARKS CHECKED
 FC0923'WELL WITHIN THE REQUIRED LIMITS. IN CHECKING THE HORIZONTAL MEASURED
 FC0923'DISTANCES BETWEEN THE STATION AND THE REFERENCE MARKS THE FOLLOWING
 FC0923'DISCREPANCIES WERE NOTED. STATION TO REFERENCE MARK NO. 1 MINUS 0.03
 FC0923'OF A FOOT AND STATION TO REFERENCE MARK NO. 2 MINUS 0.04 OF A FOOT.
 FC0923'
 FC0923'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC0923'
 FC0923'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF LUTRELL,
 FC0923'ABOUT 2-1/2 MILES WEST OF SWEETWATER, ALONG THE EAST SIDE OF
 FC0923'A GRAVELED ROAD, AND NEAR THE NORTH RIGHT-OF-WAY OF INTERSTATE ROUTE
 FC0923'75.
 FC0923'
 FC0923'TO REACH THE STATION FROM THE POST OFFICE IN SWEETWATER, GO SOUTHWEST
 FC0923'ON U. S. HIGHWAY 11E FOR 0.25 OF A MILE TO THE JUNCTION WITH
 FC0923'STATE ROUTE 68. HERE TURN RIGHT AND GO WESTERLY ON STATE ROUTE 68 FOR
 FC0923'2.55 MILES TO A GRAVELED T ROAD RIGHT AND THE AZIMUTH MARK IN
 FC0923'THE NORTHEAST ANGLE AS DESCRIBED. CONTINUE WESTERLY ON STATE ROUTE 68
 FC0923'FOR 0.4 OF A MILE TO A GRAVELED T ROAD RIGHT, TURN RIGHT ON
 FC0923'THIS GRAVELED ROAD AND GO NORTHERLY FOR 0.2 OF A MILE TO A
 FC0923'GRAVELED DRIVEWAY LEFT LEADING INTO THE JOE P. BILDERBACK FARM AND
 FC0923'THE STATION ON THE RIGHT JUST EAST OF A FENCE
 FC0923'
 FC0923'THE STATION IS 62 FEET NORTH-NORTHEAST AND ACROSS THE GRAVELED ROAD
 FC0923'FROM AN 18-INCH CEDAR TREE, 34 FEET SOUTH- SOUTHEAST OF THE
 FC0923'APPROXIMATE CENTER OF THE INTERSECTION OF THE GRAVELED ROAD AND THE
 FC0923'DRIVEWAY WEST, 26 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FC0923'FIELD GATE, 18 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0923'ROAD, 3.7 FEET NORTHEAST OF A STEEL POST, 3.0 FEET EAST OF
 FC0923'GUYED UTILITY POLE NO 3, 2.5 FEET EAST OF A FENCE, AND 1.0 FOOT NORTH
 FC0923'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN
 FC0923'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1
 FC0923'INCH BELOW THE SURFACE AND THE DISK IS STAMPED MONROE 1961.
 FC0923'
 FC0923'REFERENCE MARK NO. 1 IS 44 FEET NORTH OF AN 18-INCH CEDAR TREE, 43
 FC0923'FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, 37 FEET SOUTH-SOUTHWEST
 FC0923'OF THE APPROXIMATE INTERSECTION OF THE GRAVELED ROAD AND THE DRIVEWAY
 FC0923'WEST, 27 FEET SOUTH OF A NORTH EAST FENCE CORNER POST, 14 FEET
 FC0923'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 1.0 FOOT
 FC0923'EAST OF A METAL WITNESS POST AND SIGN IN A NORTH-SOUTH FENCE.
 FC0923'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FC0923'CONCRETE MONUMENT AND THE DISK IS STAMPED MONROE NO 1 1961.
 FC0923'
 FC0923'REFERENCE MARK NO. 2 IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER
 FC0923'OF THE INTERSECTION OF THE GRAVELED ROAD AND THE DRIVEWAY WEST,
 FC0923'30 FEET NORTH-NORTHEAST OF A GUYED POWERLINE POLE, 21 FEET NORTH OF
 FC0923'THE APPROXIMATE CENTER OF THE DRIVEWAY, 16 FEET WEST OF THE
 FC0923'APPROXIMATE CENTER OF THE GRAVELED ROAD, 1 FOOT EAST OF A FENCE, AND
 FC0923'0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A
 FC0923'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC0923'MONUMENT AND THE DISK IS STAMPED MONROE NO 2 1961.
 FC0923'
 FC0923'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FC0923'REFERENCE MARK NO. 2 IS 64.95 FEET - 19.795 METERS.
 FC0923'
 FC0923'THE AZIMUTH MARK IS 67 FEET EAST OF THE APPROXIMATE CENTER OF THE
 FC0923'INTERSECTION OF STATE ROUTE 68 AND A T ROAD NORTH, 45 FEET
 FC0923'NORTH AND ACROSS STATE ROUTE 68 FROM A GUYED POWERLINE POLE, 38 FEET
 FC0923'WEST OF A 24-INCH WHITE OAK TREE, 34 FEET EAST OF A GUYED
 FC0923'TELEPHONE POLE, 26 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 FC0923'ROUTE 68, 12 FEET SOUTH OF A GUYED POWERLINE TRANSFORMER
 FC0923'POLE, 2.3 FEET WEST OF A METAL WITNESS POST AND SIGN, AND IN THE YARD
 FC0923'OF MR. CHARLES LANCE. IT IS A STANDARD DISK SET IN THE TOP
 FC0923'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 FC0923'INCHES AND THE DISK IS STAMPED MONROE 1961 1968.
 FC0923'
 FC0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2-1/2 MILES
 FC0923'WEST OF SWEETWATER.
 FC0923
 FC0923                          STATION RECOVERY (1969)
 FC0923
 FC0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC0923'2.5 MI W FROM SWEETWATER.
 FC0923'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TO REACH
 FC0923'THE MARK FROM THE POST OFFICE IN SWEETWATER, GO SOUTHWEST ON
 FC0923'U.S. HIGHWAY 11E FOR 0.25 OF A MILE TO THE JUNCTION OF STATE ROUTE
 FC0923'68.  HERE TURN RIGHT AND GO WESTERLY ON STATE ROUTE 68 FOR 2.95
 FC0923'MILES TO A GRAVELED T ROAD RIGHT, TURN RIGHT ON THIS GRAVELED
 FC0923'ROAD AND GO NORTHERLY FOR 0.2 OF A MILE TO A GRAVELED DRIVEWAY
 FC0923'LEFT LEADING INTO THE JOE P. BILDERBACK FARM AND TRAVERSE STATION
 FC0923'MONROE 1961 ON THE RIGHT.  THE MARK IS 64.80 FEET SOUTHEAST OF
 FC0923'MONROE R.M. 2, 64 FEET NORTH-NORTHEAST AND ACROSS THE GRAVELED ROAD
 FC0923'FROM AN 18-INCH CEDAR TREE, 34 FEET SOUTH-SOUTHEAST OF THE
 FC0923'APPROXIMATE CENTER OF THE INTERSECTION OF THE GRAVELED ROAD AND THE
 FC0923'DRIVEWAY WEST, 32.84 FEET EAST OF MONROE R.M. 1, 26 FEET SOUTH
 FC0923'OF THE APPROXIMATE CENTER OF A FIELD GATE, 18 FEET EAST OF THE
 FC0923'APPROXIMATE CENTER OF THE GRAVELED ROAD, 3.7 FEET NORTHEAST OF A
 FC0923'STEEL POST, 3.0 FEET EAST OF A GUYED UTILITY POLE NO. 3, 2.5
 FC0923'FEET EAST OF A FENCE, AND 1.0 FOOT NORTH OF A METAL WITNESS
 FC0923'POST AND SIGN.  IT IS A STANDARD TRAVERSE STATION DISK SET IN
 FC0923'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH
 FC0923'BELOW THE SURFACE AND THE DISK IS STAMPED MONROE 1961.
 FC0923
 FC0923                          STATION RECOVERY (1980)
 FC0923
 FC0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FC0923'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AFTER
 FC0923'A LONG SEARCH.  REFERENCE MARK 1 WAS FOUND UPROOTED AND THE DISK WAS
 FC0923'SALVAGED.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED BY
 FC0923'GRADING.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS
 FC0923'
 FC0923'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF SWEETWATE, ALONG THE
 FC0923'WEST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 75, 99 FEET SOUTHEAST OF THE
 FC0923'SOUTHEAST CORNER OF BILDERBACK ANIMAL CLINIC, 1 FOOT EAST OF THE
 FC0923'RIGHT-OF-WAY FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET
 FC0923'NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST AND 62 FEET NORTH OF A 20
 FC0923'INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FC0923'STAMPED---MONROE 1961---.
 FC0923'
 FC0923'TO REACH THE STATION FROM THE STATE HIGHWAY 68 OVERPASS OF INTERSTATE
 FC0923'HIGHWAY 75, GO NORTH ON I 75 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 FC0923'
 FC0923'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 FC0923'STAMPED---MONROE 1961 NO 3 1980, PROJECTING 3 INCHES, 6 FEET EAST OF
 FC0923'THE FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST AND 84 FEET EAST OF
 FC0923'THE SOUTHEAST CORNER OF THE CLINIC.
 FC0923'
 FC0923'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 FC0923'STAMPED---MONROE 1961 NO 3 1980---PROJECTING 1 INCH, 19 FEET EAST
 FC0923'OF THE SOUTHEAST CORNER OF THE CLINIC, 6 INCHES SOUTHEAST OF THE
 FC0923'SOUTHEAST CORNER OF A CONCRETE SLAB FOR AN ANIMAL RUN, 16 FEET NORTH
 FC0923'OF THE CENTERLINE OF A GRAVEL DRIVEWAY AND 78 FEET WEST OF THE
 FC0923'RIGHT-OF-WAY FENCE.
 FC0923'
 FC0923'THE AZIMUTH MARK IS 0.35 MILE EAST, ACROSS I 75 AND ALONG OLD
 FC0923'HIGHWAY 68, 45 FEET NORTH OF A GUYED POWER POLE, 34 FEET EAST OF A
 FC0923'TELEPHONE POLE, 26 FEET NORTH OF THE CENTERLINE OF THE ROAD, 67 FEET
 FC0923'EAST OF THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD NORTH, 2
 FC0923'FEET WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 FC0923'AND THE DISK IS STAMPED---MONROE 1961 1968---.
 FC0923
 FC0923                          STATION RECOVERY (2003)
 FC0923
 FC0923'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FC0923'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2397 ***********************************************************************
 GB2397  DESIGNATION -  MONROE
 GB2397  PID         -  GB2397
 GB2397  STATE/COUNTY-  TN/OVERTON
 GB2397  USGS QUAD   -  LIVINGSTON (1986)
 GB2397
 GB2397                         *CURRENT SURVEY CONTROL
 GB2397  ___________________________________________________________________
 GB2397* NAD 83(1995)-  36 26 21.56853(N)    085 16 28.54717(W)     ADJUSTED  
 GB2397* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 GB2397  ___________________________________________________________________
 GB2397  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 GB2397  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 GB2397
 GB2397  HORZ ORDER  -  THIRD
 GB2397
 GB2397.The horizontal coordinates were established by classical geodetic methods
 GB2397.and adjusted by the National Geodetic Survey in April 1999..
 GB2397
 GB2397.The orthometric height was scaled from a topographic map.
 GB2397
 GB2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2397
 GB2397.The geoid height was determined by GEOID03.
 GB2397
 GB2397;                    North         East     Units Scale Factor Converg.
 GB2397;SPC TN       -   233,904.000   665,040.044   MT  1.00000410   +0 25 28.8
 GB2397;SPC TN       -   767,400.04  2,181,885.54   sFT  1.00000410   +0 25 28.8
 GB2397;UTM  16      - 4,034,061.072   654,646.387   MT  0.99989466   +1 01 30.2
 GB2397
 GB2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2397!SPC TN       -   0.99995156  x   1.00000410  =   0.99995566
 GB2397!UTM  16      -   0.99995156  x   0.99989466  =   0.99984622
 GB2397
 GB2397|---------------------------------------------------------------------|
 GB2397| PID    Reference Object                     Distance      Geod. Az  |
 GB2397|                                                           dddmmss.s |
 GB2397| CG6114 MONROE RM 1                          15.072 METERS 06948     |
 GB2397| CG6115 MONROE RM 2                          14.939 METERS 26732     |
 GB2397| CG6113 MONROE AZ MK                                       3262009.2 |
 GB2397|---------------------------------------------------------------------|
 GB2397
 GB2397                          SUPERSEDED SURVEY CONTROL
 GB2397
 GB2397  NAD 83(1995)-  36 26 21.56887(N)    085 16 28.54810(W) AD(       ) 3
 GB2397  NAD 83(1995)-  36 26 21.57884(N)    085 16 28.55125(W) AD(       ) 3
 GB2397  NAD 83(1986)-  36 26 21.57960(N)    085 16 28.55179(W) AD(       ) 3
 GB2397  NAD 27      -  36 26 21.34700(N)    085 16 28.69100(W) AD(       ) 3
 GB2397
 GB2397.Superseded values are not recommended for survey control.
 GB2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2397.See file dsdata.txt to determine how the superseded data were derived.
 GB2397
 GB2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5464634061(NAD 83)
 GB2397_MARKER: DS = TRIANGULATION STATION DISK
 GB2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2397
 GB2397  HISTORY     - Date     Condition        Report By
 GB2397  HISTORY     - 1949     MONUMENTED       CGS
 GB2397
 GB2397                          STATION DESCRIPTION
 GB2397
 GB2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2397'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF LIVINGSTON AND 1
 GB2397'MILE SOUTHWEST OF MONROE ON THE SOUTH SIDE OF STATE HIGHWAY NO. 42.
 GB2397'IT IS 34 FEET OF THE CENTER OF HIGHWAY, 21 FEET NORTHEAST OF A
 GB2397'POWERLINE POLE AND 5 FEET EAST OF A WHITE WITNESS POST.  THE
 GB2397'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MONROE 1949.
 GB2397'
 GB2397'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTER OF HIGHWAY.  THE
 GB2397'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MONROE NO 1 1949.
 GB2397'
 GB2397'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTER OF HIGHWAY.  THE
 GB2397'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MONROE NO 2 1949.
 GB2397'
 GB2397'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 13 FEET
 GB2397'SOUTHEAST OF AN 18 INCH OAK TREE, 7 FEET EAST OF A FENCELINE AND 3
 GB2397'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 GB2397'AND THE DISK IS STAMPED MONROE 1949.
 GB2397'
 GB2397'TO REACH THE STATION FROM THE OVERTON COUNTY COURT HOUSE IN
 GB2397'LIVINGSTON, GO NORTHEAST ON STATE HIGHWAY NO. 42 FOR 5.1 MILES TO
 GB2397'A GRAVEL T-ROAD LEFT, (*) CONTINUE ON HIGHWAY FOR 0.1 MILE TO THE
 GB2397'STATION ON THE RIGHT AS DESCRIBED.
 GB2397'
 GB2397'TO REACH THE AZIMUTH MARK FROM THIS POINT (*), GO NORTH ON GRAVEL
 GB2397'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GB2397'
 GB2397'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2536 ***********************************************************************
 GA2536  DESIGNATION -  MONROE AZ MK
 GA2536  PID         -  GA2536
 GA2536  STATE/COUNTY-  TN/UNION
 GA2536  USGS QUAD   -  MAYNARDVILLE (1987)
 GA2536
 GA2536                         *CURRENT SURVEY CONTROL
 GA2536  ___________________________________________________________________
 GA2536* NAD 83(1995)-  36 15 06.77074(N)    083 47 38.65782(W)     ADJUSTED  
 GA2536* NAVD 88     -       367.641  (meters)    1206.17   (feet)  ADJUSTED  
 GA2536  ___________________________________________________________________
 GA2536  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GA2536  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2536  DYNAMIC HT  -         367.305 (meters)    1205.07  (feet)  COMP
 GA2536  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 GA2536
 GA2536  HORZ ORDER  -  SECOND
 GA2536  VERT ORDER  -  SECOND    CLASS 0
 GA2536
 GA2536.The horizontal coordinates were established by classical geodetic methods
 GA2536.and adjusted by the National Geodetic Survey in April 1999..
 GA2536
 GA2536.The orthometric height was determined by differential leveling
 GA2536.and adjusted by the National Geodetic Survey in June 1991..
 GA2536
 GA2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2536
 GA2536.The geoid height was determined by GEOID03.
 GA2536
 GA2536.The dynamic height is computed by dividing the NAVD 88
 GA2536.geopotential number by the normal gravity value computed on the
 GA2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2536.degrees latitude (g = 980.6199 gals.).
 GA2536
 GA2536.The modeled gravity was interpolated from observed gravity values.
 GA2536
 GA2536;                    North         East     Units Scale Factor Converg.
 GA2536;SPC TN       -   215,097.639   798,238.477   MT  0.99997492   +1 17 29.2
 GA2536;SPC TN       -   705,699.50  2,618,887.40   sFT  0.99997492   +1 17 29.2
 GA2536;UTM  17      - 4,015,507.723   248,950.021   MT  1.00037663   -1 39 11.2
 GA2536
 GA2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2536!SPC TN       -   0.99994712  x   0.99997492  =   0.99992204
 GA2536!UTM  17      -   0.99994712  x   1.00037663  =   1.00032373
 GA2536
 GA2536                          SUPERSEDED SURVEY CONTROL
 GA2536
 GA2536  NAD 83(1995)-  36 15 06.77495(N)    083 47 38.65940(W) AD(       ) 2
 GA2536  NAD 83(1995)-  36 15 06.77576(N)    083 47 38.65721(W) AD(       ) 2
 GA2536  NAD 83(1995)-  36 15 06.77827(N)    083 47 38.65909(W) AD(       ) 2
 GA2536  NAD 83(1986)-  36 15 06.78185(N)    083 47 38.65776(W) AD(       ) 2
 GA2536  NAD 27      -  36 15 06.49074(N)    083 47 38.98196(W) AD(       ) 2
 GA2536  NGVD 29 (??/??/??)  367.77   (m)         1206.6    (f) RESET       3  
 GA2536
 GA2536.Superseded values are not recommended for survey control.
 GA2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2536.See file dsdata.txt to determine how the superseded data were derived.
 GA2536
 GA2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA4895015508(NAD 83)
 GA2536_MARKER: DD = SURVEY DISK
 GA2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2536_STAMPING: MONROE AZI 1964
 GA2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2536+STABILITY: SURFACE MOTION
 GA2536
 GA2536  HISTORY     - Date     Condition        Report By
 GA2536  HISTORY     - 1964     MONUMENTED       TNHD
 GA2536  HISTORY     - 1964     GOOD             TNHD
 GA2536
 GA2536                          STATION DESCRIPTION
 GA2536
 GA2536'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2536'THE AZIMUTH MARK IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 GA2536'ROUTE 33 AND 4 FEET WEST
 GA2536'OF TELEPHONE POLE NO.53 AND 2.9 FEET SOUTH A WITNESS
 GA2536'POST.  IT IS A STANDARD TENNESSEE
 GA2536'HIGHWAY DEPARTMENT DISK SET IN A
 GA2536'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GA2536'DISK IS STAMPED
 GA2536'MONROE AZI 1964.
 GA2536'
 GA2536'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MAYNARDVILLE, GO
 GA2536'EAST ON STATE ROUTE 33
 GA2536'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GA2536
 GA2536                          STATION RECOVERY (1964)
 GA2536
 GA2536'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2536'AT MAYNARDVILLE.
 GA2536'FROM THE POST OFFICE IN MAYNARDVILLE, GO EAST ON STATE ROUTE 33
 GA2536'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK
 GA2536'IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 33, 4
 GA2536'FEET WEST OF TELEPHONE POLE NO. 53 AND 2.9 FEET SOUTH OF A METAL
 GA2536'WITNESS POST WITH SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 GA2536'DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH
 GA2536'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2538 ***********************************************************************
 GA2538  DESIGNATION -  MONROE RM 1
 GA2538  PID         -  GA2538
 GA2538  STATE/COUNTY-  TN/UNION
 GA2538  USGS QUAD   -  GRAVESTON (1987)
 GA2538
 GA2538                         *CURRENT SURVEY CONTROL
 GA2538  ___________________________________________________________________
 GA2538* NAD 83(1986)-  36 14 50.     (N)    083 47 43.     (W)     SCALED    
 GA2538* NAVD 88     -       386.038  (meters)    1266.53   (feet)  ADJUSTED  
 GA2538  ___________________________________________________________________
 GA2538  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2538  DYNAMIC HT  -         385.686 (meters)    1265.37  (feet)  COMP
 GA2538  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2538
 GA2538  VERT ORDER  -  SECOND    CLASS 0
 GA2538
 GA2538.The horizontal coordinates were scaled from a topographic map and have
 GA2538.an estimated accuracy of +/- 6 seconds.
 GA2538
 GA2538.The orthometric height was determined by differential leveling
 GA2538.and adjusted by the National Geodetic Survey in June 1991..
 GA2538
 GA2538.The geoid height was determined by GEOID03.
 GA2538
 GA2538.The dynamic height is computed by dividing the NAVD 88
 GA2538.geopotential number by the normal gravity value computed on the
 GA2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2538.degrees latitude (g = 980.6199 gals.).
 GA2538
 GA2538.The modeled gravity was interpolated from observed gravity values.
 GA2538
 GA2538;                    North         East    Units  Estimated Accuracy
 GA2538;SPC TN       -   214,580.      798,140.      MT  (+/- 180 meters Scaled)
 GA2538
 GA2538                          SUPERSEDED SURVEY CONTROL
 GA2538
 GA2538  NGVD 29 (??/??/92)  386.108  (m)         1266.76   (f) ADJ UNCH    2 0
 GA2538
 GA2538.Superseded values are not recommended for survey control.
 GA2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2538.See file dsdata.txt to determine how the superseded data were derived.
 GA2538
 GA2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA488149(NAD 83)
 GA2538_MARKER: DD = SURVEY DISK
 GA2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2538_STAMPING: MONROE RM-1 1964
 GA2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2538+STABILITY: SURFACE MOTION
 GA2538
 GA2538  HISTORY     - Date     Condition        Report By
 GA2538  HISTORY     - 1964     MONUMENTED       TNHD
 GA2538
 GA2538                          STATION DESCRIPTION
 GA2538
 GA2538'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2538'AT MAYNARDVILLE.
 GA2538'THIS MARK IS LOCATED AT THE MONROE 1964 STATION SITE, 9 FEET NORTH
 GA2538'OF THE NORTHWEST CORNER OF A BARN, 2 FEET WEST OF A WIRE FENCE AND
 GA2538'62 FEET NORTHWEST OF THE STATION.  THE MARK IS A STANDARD TENNESSE
 GA2538'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, CONCRETE MONUMENT
 GA2538'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0922 ***********************************************************************
 FC0922  DESIGNATION -  MONROE RM 1
 FC0922  PID         -  FC0922
 FC0922  STATE/COUNTY-  TN/MONROE
 FC0922  USGS QUAD   -  NIOTA (1990)
 FC0922
 FC0922                         *CURRENT SURVEY CONTROL
 FC0922  ___________________________________________________________________
 FC0922* NAD 83(1986)-  35 36 09.     (N)    084 30 49.     (W)     SCALED    
 FC0922* NAVD 88     -       302.306  (meters)     991.82   (feet)  ADJUSTED  
 FC0922  ___________________________________________________________________
 FC0922  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0922  DYNAMIC HT  -         302.012 (meters)     990.85  (feet)  COMP
 FC0922  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC0922
 FC0922  VERT ORDER  -  SECOND    CLASS 0
 FC0922
 FC0922.The horizontal coordinates were scaled from a topographic map and have
 FC0922.an estimated accuracy of +/- 6 seconds.
 FC0922
 FC0922.The orthometric height was determined by differential leveling
 FC0922.and adjusted by the National Geodetic Survey in June 1991..
 FC0922
 FC0922.The geoid height was determined by GEOID03.
 FC0922
 FC0922.The dynamic height is computed by dividing the NAVD 88
 FC0922.geopotential number by the normal gravity value computed on the
 FC0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0922.degrees latitude (g = 980.6199 gals.).
 FC0922
 FC0922.The modeled gravity was interpolated from observed gravity values.
 FC0922
 FC0922;                    North         East    Units  Estimated Accuracy
 FC0922;SPC TN       -   141,840.      734,680.      MT  (+/- 180 meters Scaled)
 FC0922
 FC0922                          SUPERSEDED SURVEY CONTROL
 FC0922
 FC0922  NGVD 29 (??/??/92)  302.384  (m)          992.07   (f) ADJ UNCH    2 0
 FC0922
 FC0922.Superseded values are not recommended for survey control.
 FC0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0922.See file dsdata.txt to determine how the superseded data were derived.
 FC0922
 FC0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE252427(NAD 83)
 FC0922_MARKER: DR = REFERENCE MARK DISK
 FC0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0922_SP_SET: MONUMENT
 FC0922_STAMPING: MONROE NO 1 1961
 FC0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0922
 FC0922  HISTORY     - Date     Condition        Report By
 FC0922  HISTORY     - 1961     MONUMENTED       CGS
 FC0922  HISTORY     - 1969     GOOD             NGS
 FC0922  HISTORY     - 1980     GOOD             NGS
 FC0922
 FC0922                          STATION DESCRIPTION
 FC0922
 FC0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FC0922'2.5 MI W FROM SWEETWATER.
 FC0922'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FC0922'IS AT THE MONROE 1961 TRAVERSE STATION SITE, 64.95 FEET SOUTH OF
 FC0922'MONROE R.M. 2, 44 FEET NORTH OF AN 18-INCH CEDAR TREE, 43 FEET
 FC0922'SOUTH-SOUTHEAST OF A POWERLINE POLE, 37 FEET SOUTH-SOUTHWEST OF
 FC0922'THE APPROXIMATE CENTER OF THE INTERSECTION OF A GRAVELED ROAD AND
 FC0922'A DRIVEWAY WEST, 32.84 FEET WEST OF MONROE 1961, 27 FEET SOUTH
 FC0922'OF A NORTHEAST FENCE CORNER POST, 14 FEET WEST OF THE APPROXIMATE
 FC0922'CENTER OF A GRAVELED ROAD, AND 1.0 FOOT EAST OF A METAL WITNESS
 FC0922'POST AND SIGN IN A NORTH-SOUTH FENCE.  IT IS A STANDARD REFERENCE
 FC0922'MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC0922'MONUMENT AND THE DISK IS STAMPED MONROE NO 1 1961.
 FC0922
 FC0922                          STATION RECOVERY (1980)
 FC0922
 FC0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FC0922'0.2 MILE NORTH ALONG INTERSTATE HIGHWAY 75 FROM THE OVERPASS OF STATE
 FC0922'HIGHWAY 68, ALONG THE WEST RIGHT OF-WAY, 99 FEET SOUTHEAST OF THE
 FC0922'SOUTHEAST CORNER OF BILDERBACK ANIMAL CLINIC, 1 FOOT EAST OF THE
 FC0922'RIGHT-OF-WAY FENCE,3FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAYPOST,
 FC0922'AND 62 FEET NORTH OF A 20 INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2539 ***********************************************************************
 GA2539  DESIGNATION -  MONROE RM 2
 GA2539  PID         -  GA2539
 GA2539  STATE/COUNTY-  TN/UNION
 GA2539  USGS QUAD   -  GRAVESTON (1987)
 GA2539
 GA2539                         *CURRENT SURVEY CONTROL
 GA2539  ___________________________________________________________________
 GA2539* NAD 83(1986)-  36 14 50.     (N)    083 47 43.     (W)     SCALED    
 GA2539* NAVD 88     -       383.836  (meters)    1259.30   (feet)  ADJUSTED  
 GA2539  ___________________________________________________________________
 GA2539  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA2539  DYNAMIC HT  -         383.486 (meters)    1258.15  (feet)  COMP
 GA2539  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA2539
 GA2539  VERT ORDER  -  SECOND    CLASS 0
 GA2539
 GA2539.The horizontal coordinates were scaled from a topographic map and have
 GA2539.an estimated accuracy of +/- 6 seconds.
 GA2539
 GA2539.The orthometric height was determined by differential leveling
 GA2539.and adjusted by the National Geodetic Survey in June 1991..
 GA2539
 GA2539.The geoid height was determined by GEOID03.
 GA2539
 GA2539.The dynamic height is computed by dividing the NAVD 88
 GA2539.geopotential number by the normal gravity value computed on the
 GA2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2539.degrees latitude (g = 980.6199 gals.).
 GA2539
 GA2539.The modeled gravity was interpolated from observed gravity values.
 GA2539
 GA2539;                    North         East    Units  Estimated Accuracy
 GA2539;SPC TN       -   214,580.      798,140.      MT  (+/- 180 meters Scaled)
 GA2539
 GA2539                          SUPERSEDED SURVEY CONTROL
 GA2539
 GA2539  NGVD 29 (??/??/92)  383.907  (m)         1259.53   (f) ADJ UNCH    2 0
 GA2539
 GA2539.Superseded values are not recommended for survey control.
 GA2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2539.See file dsdata.txt to determine how the superseded data were derived.
 GA2539
 GA2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA488149(NAD 83)
 GA2539_MARKER: DD = SURVEY DISK
 GA2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2539_STAMPING: MONROE RM-2 1964
 GA2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2539+STABILITY: SURFACE MOTION
 GA2539
 GA2539  HISTORY     - Date     Condition        Report By
 GA2539  HISTORY     - 1964     MONUMENTED       TNHD
 GA2539
 GA2539                          STATION DESCRIPTION
 GA2539
 GA2539'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2539'AT MAYNARDVILLE.
 GA2539'THIS MARK IS LOCATED AT THE MONROE 1964 STATION SITE, 60 FEET
 GA2539'SOUTH OF UTILITY POLE NO. 25, 23 FEET NORTHWEST OF A FENCE CORNER,
 GA2539'11 FEET EAST OF THE TOP OF A CUT AND 47 FEET SOUTHEAST OF THE
 GA2539'STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GA2539'SET IN A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0924 ***********************************************************************
 FC0924  DESIGNATION -  MONROE RM 2
 FC0924  PID         -  FC0924
 FC0924  STATE/COUNTY-  TN/MONROE
 FC0924  USGS QUAD   -  NIOTA (1990)
 FC0924
 FC0924                         *CURRENT SURVEY CONTROL
 FC0924  ___________________________________________________________________
 FC0924* NAD 83(1986)-  35 36 09.     (N)    084 30 49.     (W)     SCALED    
 FC0924* NAVD 88     -       302.440  (meters)     992.26   (feet)  ADJUSTED  
 FC0924  ___________________________________________________________________
 FC0924  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC0924  DYNAMIC HT  -         302.146 (meters)     991.29  (feet)  COMP
 FC0924  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 FC0924
 FC0924  VERT ORDER  -  SECOND    CLASS 0
 FC0924
 FC0924.The horizontal coordinates were scaled from a topographic map and have
 FC0924.an estimated accuracy of +/- 6 seconds.
 FC0924
 FC0924.The orthometric height was determined by differential leveling
 FC0924.and adjusted by the National Geodetic Survey in June 1991..
 FC0924
 FC0924.The geoid height was determined by GEOID03.
 FC0924
 FC0924.The dynamic height is computed by dividing the NAVD 88
 FC0924.geopotential number by the normal gravity value computed on the
 FC0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0924.degrees latitude (g = 980.6199 gals.).
 FC0924
 FC0924.The modeled gravity was interpolated from observed gravity values.
 FC0924
 FC0924;                    North         East    Units  Estimated Accuracy
 FC0924;SPC TN       -   141,840.      734,680.      MT  (+/- 180 meters Scaled)
 FC0924
 FC0924                          SUPERSEDED SURVEY CONTROL
 FC0924
 FC0924  NGVD 29 (??/??/92)  302.519  (m)          992.51   (f) ADJ UNCH    2 0
 FC0924
 FC0924.Superseded values are not recommended for survey control.
 FC0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0924.See file dsdata.txt to determine how the superseded data were derived.
 FC0924
 FC0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE252427(NAD 83)
 FC0924_MARKER: DR = REFERENCE MARK DISK
 FC0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0924_SP_SET: MONUMENT
 FC0924_STAMPING: MONROE NO 2 1961
 FC0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0924
 FC0924  HISTORY     - Date     Condition        Report By
 FC0924  HISTORY     - 1961     MONUMENTED       CGS
 FC0924  HISTORY     - 1969     GOOD             NGS
 FC0924
 FC0924                          STATION DESCRIPTION
 FC0924
 FC0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FC0924'2.5 MI W FROM SWEETWATER.
 FC0924'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 FC0924'IS AT THE MONROE 1961 TRAVERSE STATION SITE, 64.95 FEET NORTH
 FC0924'OF MONROE R.M. 1, 64.80 FEET NORTHWEST OF MONROE 1961, 32 FEET
 FC0924'NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF A
 FC0924'GRAVELED ROAD AND A DRIVEWAY WEST, 30 FEET NORTH-NORTHEAST OF A
 FC0924'GUYED POWERLINE POLE, 21 FEET NORTH OF THE APPROXIMATE CENTER OF
 FC0924'THE DRIVEWAY, 16 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 FC0924'ROAD, 1 FOOT EAST OF A FENCE, AND 0.8 OF A FOOT SOUTH OF A METAL
 FC0924'WITNESS POST AND SIGN.  IT IS A STANDARD REFERENCE MARK DISK
 FC0924'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FC0924'AND THE DISK IS STAMPED MONROE NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1593 ***********************************************************************
 FC1593  DESIGNATION -  MONROE RM 3
 FC1593  PID         -  FC1593
 FC1593  STATE/COUNTY-  TN/MONROE
 FC1593  USGS QUAD   -  NIOTA (1990)
 FC1593
 FC1593                         *CURRENT SURVEY CONTROL
 FC1593  ___________________________________________________________________
 FC1593* NAD 83(1986)-  35 36 09.     (N)    084 30 49.     (W)     SCALED    
 FC1593* NAVD 88     -       302.46   (meters)     992.3    (feet)  RESET     
 FC1593  ___________________________________________________________________
 FC1593  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC1593
 FC1593  VERT ORDER  -  THIRD
 FC1593
 FC1593.The horizontal coordinates were scaled from a topographic map and have
 FC1593.an estimated accuracy of +/- 6 seconds.
 FC1593
 FC1593.The orthometric height was computed from unverified reset data.
 FC1593.No vertical observational check was made to the station.
 FC1593
 FC1593.The geoid height was determined by GEOID03.
 FC1593
 FC1593;                    North         East    Units  Estimated Accuracy
 FC1593;SPC TN       -   141,840.      734,680.      MT  (+/- 180 meters Scaled)
 FC1593
 FC1593                          SUPERSEDED SURVEY CONTROL
 FC1593
 FC1593  NGVD 29 (10/12/01)  302.54   (m)          992.6    (f) RESET       3  
 FC1593
 FC1593.Superseded values are not recommended for survey control.
 FC1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1593.See file dsdata.txt to determine how the superseded data were derived.
 FC1593
 FC1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE252427(NAD 83)
 FC1593_MARKER: DR = REFERENCE MARK DISK
 FC1593_SETTING: 0 = UNSPECIFIED SETTING
 FC1593_STAMPING: MONROE 1961 NO 3 1980
 FC1593_MARK LOGO: NGS   
 FC1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1593
 FC1593  HISTORY     - Date     Condition        Report By
 FC1593  HISTORY     - 1980     MONUMENTED       NGS
 FC1593
 FC1593                          STATION DESCRIPTION
 FC1593
 FC1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FC1593'3.3 MI WEST FROM SWEETWATER.
 FC1593'0.25 MILE SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 FC1593'IN SWEETWATER, TO THE JUNCTION OF STATE HIGHWAY 68, TURN
 FC1593'RIGHT AND GO 2.9 MILES WEST ALONG STATE HIGHWAY 68 TO A
 FC1593'SIDE ROAD RIGHT, THENCE RIGHT FOR 0.15 MILE NORTH ALONG
 FC1593'GRAVELED ROAD TO STATION, 6 FEET EAST OF RIGHT-OF-WAY
 FC1593'FENCE, AND 84 FEET EAST OF THE SOUTHEAST CORNER OF THE BILDER BACK
 FC1593'ANIMAL CLINIC, IN TOP OF A PRE-CAST ALUMINUM MONUMENT.
 FC1593'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1594 ***********************************************************************
 FC1594  DESIGNATION -  MONROE RM 4
 FC1594  PID         -  FC1594
 FC1594  STATE/COUNTY-  TN/MONROE
 FC1594  USGS QUAD   -  NIOTA (1990)
 FC1594
 FC1594                         *CURRENT SURVEY CONTROL
 FC1594  ___________________________________________________________________
 FC1594* NAD 83(1986)-  35 36 09.     (N)    084 30 49.     (W)     SCALED    
 FC1594* NAVD 88     -       302.27   (meters)     991.7    (feet)  RESET     
 FC1594  ___________________________________________________________________
 FC1594  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FC1594
 FC1594  VERT ORDER  -  THIRD
 FC1594
 FC1594.The horizontal coordinates were scaled from a topographic map and have
 FC1594.an estimated accuracy of +/- 6 seconds.
 FC1594
 FC1594.The orthometric height was computed from unverified reset data.
 FC1594.No vertical observational check was made to the station.
 FC1594
 FC1594.The geoid height was determined by GEOID03.
 FC1594
 FC1594;                    North         East    Units  Estimated Accuracy
 FC1594;SPC TN       -   141,840.      734,680.      MT  (+/- 180 meters Scaled)
 FC1594
 FC1594                          SUPERSEDED SURVEY CONTROL
 FC1594
 FC1594  NGVD 29 (10/12/01)  302.35   (m)          992.0    (f) RESET       3  
 FC1594
 FC1594.Superseded values are not recommended for survey control.
 FC1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1594.See file dsdata.txt to determine how the superseded data were derived.
 FC1594
 FC1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE252427(NAD 83)
 FC1594_MARKER: DR = REFERENCE MARK DISK
 FC1594_SETTING: 0 = UNSPECIFIED SETTING
 FC1594_STAMPING: MONROE 1961 NO 4 1980
 FC1594_MARK LOGO: NGS   
 FC1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1594
 FC1594  HISTORY     - Date     Condition        Report By
 FC1594  HISTORY     - 1980     MONUMENTED       NGS
 FC1594
 FC1594                          STATION DESCRIPTION
 FC1594
 FC1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FC1594'3.3 MI WEST FROM SWEETWATER.
 FC1594'0.25 MILE SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 FC1594'IN SWEETWATER, TO THE JUNCTION OF STATE HIGHWAY 68, TURN
 FC1594'RIGHT AND GO 2.9 MILES WEST ALONG STATE HIGHWAY 68 TO A
 FC1594'SIDE ROAD RIGHT, THENCE RIGHT FOR 0.15 MILE NORTH ALONG
 FC1594'GRAVELED ROAD TO STATION, 19 FEET EAST OF THE SOUTHEAST
 FC1594'CORNER OF THE BILDERBACK ANIMAL CLINIC, 6 INCHES SOUTHEAST OF THE
 FC1594'SOUTHEAST CORNER OF A CONCRETE SLAB FOR AN ANIMAL RUN, 16 FEET NORTH
 FC1594'OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 78 FEET WEST OF THE WEST
 FC1594'RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 75, IN TOP OF A PRE-CAST
 FC1594'ALUMINUM MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0791 ***********************************************************************
 GC0791  DESIGNATION -  MONTAGUE
 GC0791  PID         -  GC0791
 GC0791  STATE/COUNTY-  TN/DAVIDSON
 GC0791  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0791
 GC0791                         *CURRENT SURVEY CONTROL
 GC0791  ___________________________________________________________________
 GC0791* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0791* NAVD 88     -       154.314  (meters)     506.28   (feet)  ADJUSTED  
 GC0791  ___________________________________________________________________
 GC0791  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0791  DYNAMIC HT  -         154.183 (meters)     505.85  (feet)  COMP
 GC0791  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 GC0791
 GC0791  VERT ORDER  -  SECOND    CLASS 0
 GC0791
 GC0791.The horizontal coordinates were scaled from a topographic map and have
 GC0791.an estimated accuracy of +/- 6 seconds.
 GC0791
 GC0791.The orthometric height was determined by differential leveling
 GC0791.and adjusted by the National Geodetic Survey in June 1991..
 GC0791
 GC0791.The geoid height was determined by GEOID03.
 GC0791
 GC0791.The dynamic height is computed by dividing the NAVD 88
 GC0791.geopotential number by the normal gravity value computed on the
 GC0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0791.degrees latitude (g = 980.6199 gals.).
 GC0791
 GC0791.The modeled gravity was interpolated from observed gravity values.
 GC0791
 GC0791;                    North         East    Units  Estimated Accuracy
 GC0791;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0791
 GC0791                          SUPERSEDED SURVEY CONTROL
 GC0791
 GC0791  NGVD 29 (??/??/92)  154.356  (m)          506.42   (f) ADJ UNCH    2 0
 GC0791
 GC0791.Superseded values are not recommended for survey control.
 GC0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0791.See file dsdata.txt to determine how the superseded data were derived.
 GC0791
 GC0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0791_MARKER: DD = SURVEY DISK
 GC0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0791_STAMPING: MONTAGUE 1961
 GC0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0791+STABILITY: SURFACE MOTION
 GC0791
 GC0791  HISTORY     - Date     Condition        Report By
 GC0791  HISTORY     - 1961     MONUMENTED       TNHD
 GC0791
 GC0791                          STATION DESCRIPTION
 GC0791
 GC0791'DESCRIBED BY TN HIGHWAY DEPT 1961
 GC0791'1 MI S FROM MADISON.
 GC0791'FROM THE POST OFFICE IN MADISON, GO SOUTH ON U.S. HIGHWAY 31E
 GC0791'FOR 1.0 MILE TO THE INTERSECTION OF DUE WEST AVENUE, TURN RIGHT
 GC0791'ON DUE WEST AVENUE AND THE STATION ON THE LEFT ABOUT 200 FEET
 GC0791'FROM THE INTERSECTION BEHIND A SERVICE STATION.  THE MARK IS
 GC0791'LOCATED 78 FEET SOUTH OF THE CENTERLINE OF DUE WEST AVENUE, 45
 GC0791'FEET NORTHEAST OF A 10-INCH HACKBERRY TREE, 36 FEET SOUTHWEST OF A
 GC0791'10-INCH CEDAR TREE, AND 25 FEET EAST OF A FENCE.  THE MARK IS
 GC0791'SET IN TOP OF A 10-INCH SQUARE, CONCRETE POST FLUSH WITH THE
 GC0791'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2236 ***********************************************************************
 GC2236  DESIGNATION -  MONTAGUE
 GC2236  PID         -  GC2236
 GC2236  STATE/COUNTY-  TN/DAVIDSON
 GC2236  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2236
 GC2236                         *CURRENT SURVEY CONTROL
 GC2236  ___________________________________________________________________
 GC2236* NAD 83(1995)-  36 14 52.45127(N)    086 43 16.32977(W)     ADJUSTED  
 GC2236* NAVD 88     -       154.32   (+/-2cm)     506.3    (feet)  VERTCON   
 GC2236  ___________________________________________________________________
 GC2236  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 GC2236  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2236
 GC2236  HORZ ORDER  -  SECOND
 GC2236  VERT ORDER  -  THIRD ? (See Below)
 GC2236
 GC2236.The horizontal coordinates were established by classical geodetic methods
 GC2236.and adjusted by the National Geodetic Survey in April 1999..
 GC2236
 GC2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2236.The vertical order pertains to the NGVD 29 superseded value.
 GC2236
 GC2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2236
 GC2236.The geoid height was determined by GEOID03.
 GC2236
 GC2236;                    North         East     Units Scale Factor Converg.
 GC2236;SPC TN       -   212,660.885   535,180.074   MT  0.99997442   -0 25 20.0
 GC2236;SPC TN       -   697,704.92  1,755,836.63   sFT  0.99997442   -0 25 20.0
 GC2236;UTM  16      - 4,011,481.138   525,048.489   MT  0.99960773   +0 09 53.5
 GC2236
 GC2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2236!SPC TN       -   0.99998040  x   0.99997442  =   0.99995482
 GC2236!UTM  16      -   0.99998040  x   0.99960773  =   0.99958814
 GC2236
 GC2236|---------------------------------------------------------------------|
 GC2236| PID    Reference Object                     Distance      Geod. Az  |
 GC2236|                                                           dddmmss.s |
 GC2236| GC0788 MONTAGUE RM 1                        20.039 METERS 04103     |
 GC2236| GC0796 MONTAGUE RM 6                        11.543 METERS 05315     |
 GC2236| GC0793 MONTAGUE RM 3                        18.273 METERS 05938     |
 GC2236| GC0795 MONTAGUE RM 5                        21.727 METERS 07141     |
 GC2236| GC0790 MONTAGUE AZ MK                                     0874125.3 |
 GC2236| GC2345 NASHVILLE TV STATION WLAC MAST      APPROX. 6.4 KM 2903240.7 |
 GC2236| GC0794 MONTAGUE RM 4                        25.760 METERS 29354     |
 GC2236| GC0789 MONTAGUE RM 2                        21.883 METERS 32003     |
 GC2236|---------------------------------------------------------------------|
 GC2236
 GC2236                          SUPERSEDED SURVEY CONTROL
 GC2236
 GC2236  NAD 83(1995)-  36 14 52.45298(N)    086 43 16.33168(W) AD(       ) 2
 GC2236  NAD 83(1995)-  36 14 52.45610(N)    086 43 16.33182(W) AD(       ) 2
 GC2236  NAD 83(1986)-  36 14 52.46155(N)    086 43 16.33256(W) AD(       ) 2
 GC2236  NAD 27      -  36 14 52.26850(N)    086 43 16.34620(W) AD(       ) 2
 GC2236  NGVD 29 (07/19/86)  154.36   (m)          506.4    (f) LEVELING    3  
 GC2236
 GC2236.Superseded values are not recommended for survey control.
 GC2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2236.See file dsdata.txt to determine how the superseded data were derived.
 GC2236
 GC2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2504811481(NAD 83)
 GC2236_MARKER: DD = SURVEY DISK
 GC2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2236_MARK LOGO: TNHD  
 GC2236
 GC2236  HISTORY     - Date     Condition        Report By
 GC2236  HISTORY     - 1961     MONUMENTED       TNHD
 GC2236  HISTORY     - 1967     POOR             CGS
 GC2236  HISTORY     - 1969     GOOD             CGS
 GC2236
 GC2236                          STATION DESCRIPTION
 GC2236
 GC2236'DESCRIBED BY TN HIGHWAY DEPT 1961 (CEG)
 GC2236'THE STATION IS ABOUT 1 MILE SOUTH OF MADISON.
 GC2236'
 GC2236'TO REACH THE STATION FROM THE POST OFFICE IN MADISON, GO SOUTH ON
 GC2236'U.S. HIGHWAY 31E FOR 0.8 MILE TO DUE WEST AVENUE ON THE RIGHT,
 GC2236'TURN RIGHT, WEST, ON DUE WEST AVENUE FOR APPROXIMATELY 200 FEET TO
 GC2236'THE STATION ON THE LEFT AS DESCRIBED.
 GC2236'
 GC2236'THE STATION IS 45 FEET NORTHEAST OF A 10-INCH HACKBERRY TREE, 36 FEET
 GC2236'SOUTHWEST OF A 10-INCH CEDAR TREE, 25 FEET EAST OF A FENCE, AND
 GC2236'12.4 FEET SOUTHWEST OF A WITNESS POST.  THE SURFACE AND UNDERGROUND
 GC2236'MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS STAMPED
 GC2236'MONTAGUE 1961.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 GC2236'SURFACE.  THE SURFACE MARK DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GC2236'CONCRETE MONUMENT.
 GC2236'
 GC2236'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2236'DUE WEST AVENUE AND 3 FEET SOUTHWEST OF A POWER POLE. THE MARK IS A
 GC2236'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GC2236'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MONTAGUE RM-1 1961.
 GC2236'
 GC2236'REFERENCE MARK NO. 2 IS 32 FEET WEST OF A 24-INCH HACKBERRY TREE AND
 GC2236'19 FEET SOUTH OF THE APPROXIMATE CENTER OF DUE WEST AVENUE.  THE MARK
 GC2236'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GC2236'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MONTAGUE
 GC2236'RM-2 1961.
 GC2236'
 GC2236'THE AZIMUTH MARK IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF DUE
 GC2236'WEST AVENUE, 10 FEET WEST OF A 10-INCH HACKBERRY TREE AND 2.3
 GC2236'FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE
 GC2236'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH SQUARE, FLUSH,
 GC2236'CONCRETE MONUMENT AND THE DISK IS STAMPED MONTAGUE AZI 1961.
 GC2236'
 GC2236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DUE WEST
 GC2236'AVENUE CROSSING U.S. HIGHWAY 31E FOR ABOUT 0.1 MILE TO THE MARK ON
 GC2236'THE LEFT AS DESCRIBED.
 GC2236'
 GC2236'ALL OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 GC2236
 GC2236                          STATION RECOVERY (1967)
 GC2236
 GC2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GC2236'THE SURFACE STATION MARK WAS FOUND DISTURBED BY GRADING OPERATIONS.
 GC2236'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK
 GC2236'NO. 2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GC2236'CONDITION.  CHECK MEASUREMENTS WERE MADE FROM THE UNDERGROUND
 GC2236'STATION MARK TO THE REFERENCE MARKS AND THE DISTANCE TO REFERENCE
 GC2236'MARK NO. 2 CHECKED THE 1961 MEASUREMENT FLAT.  HOWEVER, A
 GC2236'DISCREPANCY WAS NOTED IN THE MEASUREMENT BETWEEN THE STATION MARK AND
 GC2236'REFERENCE MARK NO. 1 OF 0.04 FOOT.
 GC2236'
 GC2236'THIS STATION WAS LOCATED IN THE PARKING LOT OF A NEW SHOPPING CENTER
 GC2236'BEING DEVELOPED, AND COULD NOT BE MOVED INTO ANY SUITABLE LOCATION
 GC2236'WHERE IT WOULD NOT BE IN DANGER OF BEING DESTROYED BY FUTURE
 GC2236'DEVELOPMENT.  THEREFORE, A WEIGHTED PLUMBING BENCH WAS
 GC2236'ESTABLISHED OVER THE UNDERGROUND STATION MARK AND THE POINT HELD.  A
 GC2236'BELL-SHAPED EXCAVATION ABOUT 6 INCHES IN DIAMETER WAS THEN CHISELED
 GC2236'INTO SOLID LIMESTONE, AND THE STATION MARK DISK CEMENTED INTO THIS
 GC2236'HOLE, IN ITS EXACT, ORIGINAL, HORIZONTAL POSITION.  NO
 GC2236'UNDERGROUND MARK WAS ESTABLISHED.  A SECTION OF 8-INCH, LOK-TITE TILE
 GC2236'ABOUT ONE FOOT IN LENGTH WAS THEN CENTERED AROUND AND OVER THE
 GC2236'DISK, AND CEMENTED AROUND TO A DEPTH OF ABOUT 6 INCHES.  THE
 GC2236'WEATHERPROOF STOPPER IN THE TOP OF THIS TILE WILL BE FLUSH WITH THE
 GC2236'FINISHED SURFACE OF THE PAVED PARKING LOT.  THE INSIDE OF THE
 GC2236'TILE WAS THEN LINED WITH HEAVY WHITE PLASTIC, TO AID IN THE LIGHTING
 GC2236'OF THE DISK FOR FUTURE USE.
 GC2236'
 GC2236'THE ORIGINAL REFERENCE MARKS NO. 1 AND NO. 2 WILL BE DESTROYED IN THE
 GC2236'UNDETERMINED FUTURE BY THE WIDENING OF DUE WEST AVENUE.
 GC2236'THEREFORE, TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 GC2236'THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 GC2236'BETWEEN THE AZIMUTH MARK AND THE FOUR REFERENCE MARKS.
 GC2236'
 GC2236'ALL MARKS AT THIS STATION WERE BENCH MARKS.  THE ELEVATION BETWEEN
 GC2236'THE ORIGINAL REFERENCE MARKS WAS CHECKED, AND NEW ELEVATIONS
 GC2236'DETERMINED FOR THE LOWERED STATION MARK, REFERENCE MARK NO. 3 AND
 GC2236'REFERENCE MARK NO. 4.
 GC2236'
 GC2236'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2236'
 GC2236'THE STATION IS LOCATED IN A LARGE, PAVED, PARKING LOT OF THE SEARS
 GC2236'ROEBUCK AND H.G. HILL STORES, IN THE SOUTHWEST ANGLE OF THE
 GC2236'INTERSECTION OF GALLATIN ROAD (U.S. HIGHWAY 31E) AND DUE WEST AVENUE
 GC2236'IN MADISON.
 GC2236'
 GC2236'THE STATION IS 76.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GC2236'LARGE CONCRETE BASE FOR A LAMP POST AT THE DUE WEST AVENUE ENTRANCE
 GC2236'INTO THE LOT, 62 FEET EAST-NORTHEAST OF THE WEST END OF AN IRREGULAR
 GC2236'SHAPED, LANDSCAPED, TRAFFIC ISLAND, 30 FEET SOUTH OF THE SOUTH EDGE
 GC2236'OF THE SIDEWALK ALONG THE SOUTH SIDE OF DUE WEST AVENUE, AND 15.4
 GC2236'FEET NORTH-NORTHWEST OF THE EAST END OF THE LANDSCAPED TRAFFIC
 GC2236'ISLAND AT POINT OF V.  IT IS A STANDARD DISK STAMPED MONTAGUE 1961
 GC2236'1967 BM RESET.
 GC2236'
 GC2236'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE NORTH EDGE OF THE
 GC2236'SIDEWALK ALONG THE SOUTH SIDE OF DUE WEST AVENUE, 15 FEET SOUTH OF
 GC2236'THE APPROXIMATE CENTER OF DUE WEST AVENUE, 2 FEET SOUTHWEST OF A
 GC2236'POWERLINE POLE, 0.8 OF A FOOT WEST OF A TRAFFIC CONTROL BOX,
 GC2236'AND 0.6 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC2236'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2236'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2236'MONTAGUE RM-1 1961.
 GC2236'
 GC2236'REFERENCE MARK NO. 2 IS 64 FEET EAST OF POWERLINE POLE NO. 673-45, 29
 GC2236'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF
 GC2236'THE LAMP POST, 18 FEET SOUTH OF THE APPROXIMATE CENTER OF DUE WEST
 GC2236'AVENUE, 15.5 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK ALONG
 GC2236'THE SOUTH SIDE OF DUE WEST AVENUE, AND 1.0 FOOT SOUTH OF A METAL
 GC2236'WITNESS POST AND SIGN. IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GC2236'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1
 GC2236'FOOT BELOW THE SURFACE AND THE DISK IS STAMPED MONTAGUE RM-2 1961.
 GC2236'
 GC2236'REFERENCE MARK NO. 3 IS 122 FEET EAST OF THE WEST END OF THE CONCRETE
 GC2236'CURB AT LAMP POST, 79 FEET WEST OF A POINT ON TANGENT OF THE
 GC2236'CURB OVER A LARGE STORM DRAIN, 21.4 FEET SOUTH-SOUTHEAST OF A
 GC2236'POWERLINE POLE, AND 19.4 FEET SOUTH-SOUTHEAST OF THE
 GC2236'TRAFFIC CONTROL BOX.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GC2236'IN THE TOP OF THE CONCRETE CURB ALONG THE SOUTH SIDE OF DUE WEST
 GC2236'AVENUE, AND THE DISK IS STAMPED MONTAGUE 1961 NO. 3 1967 BM RESET.
 GC2236'
 GC2236'REFERENCE MARK NO. 4 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GC2236'DUE WEST AVENUE ENTRANCE INTO THE LOT, 6.6 FEET WEST OF THE
 GC2236'SOUTHWEST CORNER OF THE CONCRETE BASE OF THE LAMP POST, AND AT THE
 GC2236'CENTER POINT OF WHERE THREE CONCRETE CURBS JUNCTION AT THE EAST
 GC2236'SIDE OF THE ENTRANCE.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GC2236'IN THE TOP OF THE CURBS AND THE DISK IS STAMPED MONTAGUE 1961
 GC2236'NO. 4 1967 BM RESET.
 GC2236'
 GC2236'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC2236'REFERENCE MARK NO. 2 IS 89.49 FEET - 27.278 METERS.
 GC2236'
 GC2236'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC2236'REFERENCE MARK NO. 3 IS 21.07 FEET - 6.424 METERS.
 GC2236'
 GC2236'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GC2236'REFERENCE MARK NO. 4 IS 37.47 FEET - 11.420 METERS.
 GC2236'
 GC2236'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GC2236'REFERENCE MARK NO. 4 IS 129.14 FEET - (39.362) METERS.
 GC2236'
 GC2236'THE AZIMUTH MARK IS 53 FEET WEST OF THE CONCRETE STEPS OF A SIDEWALK
 GC2236'LEADING INTO A WHITE FRAME HOUSE, 40 FEET EAST OF A POWERLINE
 GC2236'TRANSFORMER POLE, 20 FEET NORTH OF THE APPROXIMATE CENTER OF DUE WEST
 GC2236'AVENUE, 3 FEET SOUTHEAST OF A SOUTHWEST FENCE CORNER POST,
 GC2236'AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC2236'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2236'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2236'MONTAGUE AZI 1961.
 GC2236'
 GC2236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON DUE WEST
 GC2236'AVENUE FOR ABOUT 0.15 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 GC2236
 GC2236                          STATION RECOVERY (1969)
 GC2236
 GC2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GC2236'THE STATION MARK, REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE
 GC2236'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1,
 GC2236'REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE ALL DESTROYED BY
 GC2236'THE WIDENING OF DUE WEST AVENUE AND BY A NEW DRIVE INTO THE MADISON
 GC2236'BRANCH OF THE THIRD NATIONAL BANK.  A NEW REFERENCE MARK NO. 5 AND
 GC2236'REFERENCE MARK NO. 6 WERE ESTABLISHED THIS DATE.  THE STATION WAS
 GC2236'OCCUPIED AND ALL HORI-ANGLES OBSERVED AND MEASUREMENTS MADE.
 GC2236'
 GC2236'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC2236'
 GC2236'THE STATION IS LOCATED IN A LARGE, PAVED, PARKING LOT OF THE SEARS
 GC2236'STORE, H.G. HILL STORES, AND THIRD NATIONAL BANK, IN THE
 GC2236'SOUTHWEST ANGLE OF THE INTERSECTION OF GALLATIN ROAD (U.S. HIGHWAY
 GC2236'31E) AND DUE WEST AVENUE IN MADISON.
 GC2236'
 GC2236'THE STATION IS 76.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GC2236'THE CONCRETE BASE FOR A LAMP POST AT THE WEST ENTRANCE INTO
 GC2236'THE PARKING LOT FROM DUE WEST AVENUE, 62 FEET EAST-NORTHEAST OF THE
 GC2236'WEST END OF AN IRREGULAR SHAPED, LANDSCAPED, TRAFFIC ISLAND, 58
 GC2236'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF DUE
 GC2236'WEST AVENUE AND THE BANK DRIVEWAY AT CURB, 46 FEET WEST-NORTHWEST
 GC2236'OF THE NORTHWEST CORNER OF THE MAIN BUILDING OF THE THIRD NATIONAL
 GC2236'BANK, 30 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK ALONG THE
 GC2236'SOUTH SIDE OF DUE WEST AVENUE, AND 15.4 FEET NORTH-NORTHWEST OF THE
 GC2236'EAST END OF THE LANDSCAPED TRAFFIC ISLAND AT POINT OF V.  IT IS A
 GC2236'STANDARD DISK CEMENTED IN A DRILL HOLE IN SOLID LIMESTONE BEDROCK
 GC2236'ABOUT 1.0 FOOT BELOW THE SURFACE OF THE PAVED PARKING LOT, AND
 GC2236'SURROUNDED WITH AN 8-INCH, LOK-TITE TILE WITH A WEATHERPROOF
 GC2236'STOPPER FLUSH WITH THE SURFACE OF THE PARKING LOT.  THE DISK IS
 GC2236'STAMPED MONTAGUE 1961 1967 BM RESET.
 GC2236'
 GC2236'REFERENCE MARK NO. 4 IS 16 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GC2236'WEST ENTRANCE INTO THE PARKING LOT FROM DUE WEST AVENUE, 6.6 FEET
 GC2236'WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR A LAMP POST,
 GC2236'AND AT THE CENTER POINT OF WHERE THREE CONCRETE CURBS JUNCTION AT
 GC2236'THE EAST SIDE OF THE ENTRANCE.  IT IS A STANDARD DISK CEMENTED IN A
 GC2236'DRILL HOLE IN THE TOP OF THE CURBS AND THE DISK IS STAMPED MONTAGUE
 GC2236'1961 NO. 4 1967 BM RESET.
 GC2236'
 GC2236'REFERENCE MARK NO. 5 IS 68 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GC2236'MAIN BUILDING OF THE THIRD NATIONAL BANK, 31 FEET SOUTH OF THE
 GC2236'APPROXIMATE CENTER OF DUE WEST AVENUE, 16 FEET EAST OF THE
 GC2236'APPROXIMATE CENTER OF THE BANK DRIVE, AND 1.8 FEET SOUTH OF THE
 GC2236'SOUTH EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF DUE WEST AVENUE.
 GC2236'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 GC2236'EAST CURB OF THE BANK DRIVEIN ENTRANCE FROM DUE WEST AVENUE, AND THE
 GC2236'DISK IS STAMPED MONTAGUE 1961 1967 NO. 5 1969.
 GC2236'
 GC2236'REFERENCE MARK NO. 6 IS A CHISELED ARROW AND CROSS IN THE STEEL FOOT
 GC2236'PLATE OF A SECURITY LIGHT POLE AT THE ENTRANCE INTO THE BANK
 GC2236'DRIVEIN FROM DUE WEST AVENUE AND AT THE EAST END OF A CONCRETE
 GC2236'PLANTER ALONG THE WEST EDGE OF THE DRIVE.  THE STEEL PLATE IS
 GC2236'STAMPED MONTAGUE 1961 1967 NO. 6 1969.
 GC2236'
 GC2236'DUE TO LANDSCAPING, NO HORIZONTAL MEASUREMENTS COULD BE MADE BETWEEN
 GC2236'REFERENCE MARK NO. 4 AND THE OTHER REFERENCE MARKS.
 GC2236'
 GC2236'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 5 AND
 GC2236'REFERENCE MARK NO. 6 IS 37.32 FEET - 11.377 METERS.
 GC2236'
 GC2236'THE AZIMUTH MARK IS 53 FEET WEST OF THE CONCRETE STEPS OF A SIDEWALK
 GC2236'LEADING INTO A WHITE FRAME HOUSE, 40 FEET EAST OF A POWERLINE
 GC2236'TRANSFORMER POLE, 20 FEET NORTH OF THE APPROXIMATE CENTER OF DUE WEST
 GC2236'AVENUE, 3 FEET SOUTHEAST OF A SOUTHWEST FENCE CORNER POST,
 GC2236'AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GC2236'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GC2236'10-INCH, SQUARE, FLUSH, COMCRETE MONUMENT AND THE DISK IS STAMPED
 GC2236'MONTAGUE AZI 1961.  ABOUT 0.15 OF A MILE EAST ALONG DUE
 GC2236'WEST AVENUE FROM STATION.
 GC2236'
 GC2236'NOTE - ALL MARKS AT THIS STATION WERE BENCH MARKS.  ELEVATIONS WERE
 GC2236'TRANSFERRED FROM MONTAGUE 1961 NO. 4 1967 TO THE NEWLY
 GC2236'ESTABLISHED REFERENCE MARKS MONTAGUE 1961 1967 NO. 5 1969 AND
 GC2236'MONTAGUE 1961 1967 NO. 6 1969.  THE ELEVATION BETWEEN NONTAGUE
 GC2236'1961 1967 BM RESET AND MONTAGUE 1961 NO. 4 1967 BM RESET WAS CHECKED
 GC2236'THIS DATE AND AGREED WITH THE 1967 ELEVATION - 0.001 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0790 ***********************************************************************
 GC0790  DESIGNATION -  MONTAGUE AZ MK
 GC0790  PID         -  GC0790
 GC0790  STATE/COUNTY-  TN/DAVIDSON
 GC0790  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0790
 GC0790                         *CURRENT SURVEY CONTROL
 GC0790  ___________________________________________________________________
 GC0790* NAD 83(1986)-  36 14 53.     (N)    086 43 07.     (W)     SCALED    
 GC0790* NAVD 88     -       151.049  (meters)     495.57   (feet)  ADJUSTED  
 GC0790  ___________________________________________________________________
 GC0790  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0790  DYNAMIC HT  -         150.921 (meters)     495.15  (feet)  COMP
 GC0790  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GC0790
 GC0790  VERT ORDER  -  SECOND    CLASS 0
 GC0790
 GC0790.The horizontal coordinates were scaled from a topographic map and have
 GC0790.an estimated accuracy of +/- 6 seconds.
 GC0790
 GC0790.The orthometric height was determined by differential leveling
 GC0790.and adjusted by the National Geodetic Survey in June 1991..
 GC0790
 GC0790.The geoid height was determined by GEOID03.
 GC0790
 GC0790.The dynamic height is computed by dividing the NAVD 88
 GC0790.geopotential number by the normal gravity value computed on the
 GC0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0790.degrees latitude (g = 980.6199 gals.).
 GC0790
 GC0790.The modeled gravity was interpolated from observed gravity values.
 GC0790
 GC0790;                    North         East    Units  Estimated Accuracy
 GC0790;SPC TN       -   212,680.      535,410.      MT  (+/- 180 meters Scaled)
 GC0790
 GC0790                          SUPERSEDED SURVEY CONTROL
 GC0790
 GC0790  NGVD 29 (??/??/92)  151.091  (m)          495.70   (f) ADJ UNCH    2 0
 GC0790
 GC0790.Superseded values are not recommended for survey control.
 GC0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0790.See file dsdata.txt to determine how the superseded data were derived.
 GC0790
 GC0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF252114(NAD 83)
 GC0790_MARKER: DD = SURVEY DISK
 GC0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0790_STAMPING: MONTAGUE AZI 1961
 GC0790_MARK LOGO: TNHD  
 GC0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0790+STABILITY: SURFACE MOTION
 GC0790
 GC0790  HISTORY     - Date     Condition        Report By
 GC0790  HISTORY     - 1961     MONUMENTED       TNHD
 GC0790  HISTORY     - 1967     GOOD             NGS
 GC0790  HISTORY     - 1969     GOOD             TNHD
 GC0790
 GC0790                          STATION DESCRIPTION
 GC0790
 GC0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GC0790'1 MI S FROM MADISON.
 GC0790'FROM THE POST OFFICE IN MADISON, GO SOUTH ON GALLATIN ROAD
 GC0790'(U.S. HWY. 31E) FOR 1.0 MILE TO THE INTERSECTION OF DUE WEST
 GC0790'AVENUE, HERE TURN LEFT AND GO EAST ON DUE WEST AVENUE FOR 0.1
 GC0790'MILE TO THE MARK ON THE LEFT.  IT IS 35 FEET WEST OF THE
 GC0790'CONCRETE STEPS LEADING TO THE SIDEWALK INTO A WHITE FRAME HOUSE,
 GC0790'40 FEET EAST OF A POWERLINE TRANSFORMER POLE, 20 FEET NORTH OF
 GC0790'THE APPROXIMATE CENTER OF DUE WEST AVENUE, 3 FEET SOUTHEAST OF
 GC0790'A SOUTHWEST FENCE CORNER POST, AND 0.8 OF A FOOT SOUTH OF A METAL
 GC0790'WITNESS POST AND SIGN.  IT IS A STANDARD TENNESSEE HIGHWAY
 GC0790'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC0790'CONCRETE MONUMENT AND THE DISK IS STAMPED MONTAGUE AZI 1961.
 GC0790
 GC0790                          STATION RECOVERY (1969)
 GC0790
 GC0790'RECOVERY NOTE BY TN HIGHWAY DEPT 1969
 GC0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0792 ***********************************************************************
 GC0792  DESIGNATION -  MONTAGUE RESET
 GC0792  PID         -  GC0792
 GC0792  STATE/COUNTY-  TN/DAVIDSON
 GC0792  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0792
 GC0792                         *CURRENT SURVEY CONTROL
 GC0792  ___________________________________________________________________
 GC0792* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0792* NAVD 88     -       153.59   (+/-2cm)     503.9    (feet)  VERTCON   
 GC0792  ___________________________________________________________________
 GC0792  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0792
 GC0792  VERT ORDER  -  THIRD (See Below)
 GC0792
 GC0792.The horizontal coordinates were scaled from a topographic map and have
 GC0792.an estimated accuracy of +/- 6 seconds.
 GC0792
 GC0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0792.The vertical order pertains to the NGVD 29 superseded value.
 GC0792
 GC0792.The geoid height was determined by GEOID03.
 GC0792
 GC0792;                    North         East    Units  Estimated Accuracy
 GC0792;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0792
 GC0792                          SUPERSEDED SURVEY CONTROL
 GC0792
 GC0792  NGVD 29 (??/??/??)  153.64   (m)          504.1    (f) RESET       3  
 GC0792
 GC0792.Superseded values are not recommended for survey control.
 GC0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0792.See file dsdata.txt to determine how the superseded data were derived.
 GC0792
 GC0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0792_MARKER: DE = TRAVERSE STATION DISK
 GC0792_SETTING: 66 = SET IN ROCK OUTCROP
 GC0792_SP_SET: BEDROCK
 GC0792_STAMPING: MONTAGUE 1961 1967 BM RESET
 GC0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC0792+STABILITY: POSITION/ELEVATION WELL
 GC0792
 GC0792  HISTORY     - Date     Condition        Report By
 GC0792  HISTORY     - 1967     MONUMENTED       CGS
 GC0792  HISTORY     - 1969     GOOD             NGS
 GC0792
 GC0792                          STATION DESCRIPTION
 GC0792
 GC0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GC0792'1 MI S FROM MADISON.
 GC0792'IT IS IN A PAVED PARKING LOT OF THE SEARS STORE, H.G. HILL STORES,
 GC0792'AND THE THIRD NATIONAL BANK, IN THE SOUTHWEST ANGLE OF THE
 GC0792'INTERSECTION OF DUE WEST AVENUE AND GALLATIN ROAD (U.S. HIGHWAY
 GC0792'31E), AT THE MONTAGUE 1961 1967 TRAVERSE STATION SITE.  IT IS
 GC0792'84.51 FEET EAST-SOUTHEAST OF MONTAGUE 1961 NO 4 1967, 71.28
 GC0792'FEET WEST-SOUTHWEST OF MONTAGUE 1961 R.M. 5 1969, 76.5 FEET
 GC0792'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BASE FOR A
 GC0792'LAMP POST AT THE WEST ENTRANCE INTO THE PARKING LOT, 62 FEET
 GC0792'EAST-NORTHEAST OF THE WEST END OF AN IRREGULAR SHAPED, LANDSCAPED,
 GC0792'TRAFFIC ISLAND, 58 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GC0792'THE SOUTH EDGE OF DUE WEST AVENUE AND THE BANK DRIVEWAY
 GC0792'INTERSECTION, 46 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 GC0792'THE MAIN BANK BUILDING, 37.87 FEET SOUTHWEST OF MONTAGUE 1961
 GC0792'R.M. 6 1969, 30 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 GC0792'ALONG THE SOUTH EDGE OF DUE WEST AVENUE, AND 15.4 FEET
 GC0792'NORTH-NORTHWEST OF THE EAST END OF THE LANDSCAPED TRAFFIC ISLAND
 GC0792'AT POINT OF V.  A STANDARD TRAVERSE STATION DISK CEMENTED IN
 GC0792'BEDROCK ABOUT 1 FOOT BELOW THE SURFACE OF THE PARKING LOT
 GC0792'SURFACE, AND IS ACCESSIBLE THROUGH AN 8-INCH LOK-TITE TILE
 GC0792'WITH A WEATHERPROOF STOPPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0793 ***********************************************************************
 GC0793  DESIGNATION -  MONTAGUE RM 3
 GC0793  PID         -  GC0793
 GC0793  STATE/COUNTY-  TN/DAVIDSON
 GC0793  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0793
 GC0793                         *CURRENT SURVEY CONTROL
 GC0793  ___________________________________________________________________
 GC0793* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0793* NAVD 88     -       154.30   (+/-2cm)     506.2    (feet)  VERTCON   
 GC0793  ___________________________________________________________________
 GC0793  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0793
 GC0793  VERT ORDER  -  THIRD (See Below)
 GC0793
 GC0793.The horizontal coordinates were scaled from a topographic map and have
 GC0793.an estimated accuracy of +/- 6 seconds.
 GC0793
 GC0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0793.The vertical order pertains to the NGVD 29 superseded value.
 GC0793
 GC0793.The geoid height was determined by GEOID03.
 GC0793
 GC0793;                    North         East    Units  Estimated Accuracy
 GC0793;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0793
 GC0793                          SUPERSEDED SURVEY CONTROL
 GC0793
 GC0793  NGVD 29 (??/??/??)  154.35   (m)          506.4    (f) RESET       3  
 GC0793
 GC0793.Superseded values are not recommended for survey control.
 GC0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0793.See file dsdata.txt to determine how the superseded data were derived.
 GC0793
 GC0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0793_MARKER: DR = REFERENCE MARK DISK
 GC0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0793_SP_SET: CURB
 GC0793_STAMPING: MONTAGUE 1961 NO 3 1967 BM RESET
 GC0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0793
 GC0793  HISTORY     - Date     Condition        Report By
 GC0793  HISTORY     - 1967     MONUMENTED       CGS
 GC0793
 GC0793                          STATION DESCRIPTION
 GC0793
 GC0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GC0793'1 MI S FROM MADISON.
 GC0793'ABOUT 1.2 MILES SOUTH OF THE POST OFFICE IN MADISON ALONG
 GC0793'GALLATIN ROAD (U.S. HIGHWAY 31E), AT THE SITE OF TRAVERSE STATION
 GC0793'MONTAGUE 1961 1967, IN THE PARKING LOT OF SEARS ROEBUCK AND H.G.
 GC0793'HILL STORES IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 GC0793'GALLATIN ROAD AND DUE WEST AVENUE.  IT IS 129.14 FEET EAST OF
 GC0793'REFERENCE MARK NO. 4, 122 FEET EAST OF THE WEST END OF THE
 GC0793'CONCRETE CURB AT LAMP POST, 79 FEET WEST OF A POINT ON TANGENT
 GC0793'OF THE CURB OVER A LARGE STORM DRAIN, 59.95 FEET EAST-NORTHEAST
 GC0793'OF THE STATION, 21.4 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE,
 GC0793'21.07 FEET EAST OF REFERENCE MARK NO. 1, AND 19.4 FEET
 GC0793'SOUTH-SOUTHEAST OF A TRAFFIC CONTROL BOX.  IT IS A STANDARD
 GC0793'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 GC0793'CONCRETE CURB ALONG THE SOUTH SIDE OF DUE WEST AVENUE, AND THE
 GC0793'DISK IS STAMPED MONTAGUE 1961 NO 3 1967 BM RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0794 ***********************************************************************
 GC0794  DESIGNATION -  MONTAGUE RM 4
 GC0794  PID         -  GC0794
 GC0794  STATE/COUNTY-  TN/DAVIDSON
 GC0794  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0794
 GC0794                         *CURRENT SURVEY CONTROL
 GC0794  ___________________________________________________________________
 GC0794* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0794* NAVD 88     -       154.52   (+/-2cm)     507.0    (feet)  VERTCON   
 GC0794  ___________________________________________________________________
 GC0794  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0794
 GC0794  VERT ORDER  -  THIRD (See Below)
 GC0794
 GC0794.The horizontal coordinates were scaled from a topographic map and have
 GC0794.an estimated accuracy of +/- 6 seconds.
 GC0794
 GC0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0794.The vertical order pertains to the NGVD 29 superseded value.
 GC0794
 GC0794.The geoid height was determined by GEOID03.
 GC0794
 GC0794;                    North         East    Units  Estimated Accuracy
 GC0794;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0794
 GC0794                          SUPERSEDED SURVEY CONTROL
 GC0794
 GC0794  NGVD 29 (??/??/??)  154.56   (m)          507.1    (f) RESET       3  
 GC0794
 GC0794.Superseded values are not recommended for survey control.
 GC0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0794.See file dsdata.txt to determine how the superseded data were derived.
 GC0794
 GC0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0794_MARKER: DR = REFERENCE MARK DISK
 GC0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0794_SP_SET: CURB
 GC0794_STAMPING: MONTAGUE 1961 NO 4 1967 BM RESET
 GC0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0794
 GC0794  HISTORY     - Date     Condition        Report By
 GC0794  HISTORY     - 1967     MONUMENTED       CGS
 GC0794  HISTORY     - 1969     GOOD             NGS
 GC0794
 GC0794                          STATION DESCRIPTION
 GC0794
 GC0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GC0794'1 MI S FROM MADISON.
 GC0794'ABOUT 1.2 MILES SOUTH OF THE POST OFFICE IN MADISON ALONG
 GC0794'GALLATIN ROAD (U.S. HIGHWAY 31E), AT THE SITE OF TRAVERSE
 GC0794'STATION MONTAGUE 1961 1967, IN THE PARKING LOT OF SEARS
 GC0794'ROEBUCK AND H.G. HILL STORES IN THE SOUTHWEST ANGLE OF THE
 GC0794'INTERSECTION OF GALLATIN ROAD AND DUE WEST AVE.  IT IS 129.14
 GC0794'FEET WEST OF REFERENCE MARK NO. 3, 84.51 FEET WEST-NORTHWEST OF
 GC0794'THE STATION, 37.47 FEET SOUTHWEST OF REFERENCE MARK NO. 2,
 GC0794'16 FEET EAST OF THE APPROXIMATE CENTER OF THE DUE WEST AVENUE
 GC0794'ENTRANCE INTO THE PARKING LOT, 6.6 FEET WEST OF THE SOUTHWEST
 GC0794'CORNER OF A LARGE CONCRETE BASE FOR A LAMP POST, AND AT THE
 GC0794'CENTER POINT OF WHERE THREE CONCRETE CURBS JUNCTION AT THE
 GC0794'EAST SIDE OF THE ENTRANCE.  IT IS A STANDARD REFERENCE MARK DISK
 GC0794'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CURBS AND THE DISK IS
 GC0794'STAMPED MONTAGUE 1961 NO 4 1967 BM RESET.
 GC0794
 GC0794                          STATION RECOVERY (1969)
 GC0794
 GC0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GC0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0795 ***********************************************************************
 GC0795  DESIGNATION -  MONTAGUE RM 5
 GC0795  PID         -  GC0795
 GC0795  STATE/COUNTY-  TN/DAVIDSON
 GC0795  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0795
 GC0795                         *CURRENT SURVEY CONTROL
 GC0795  ___________________________________________________________________
 GC0795* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0795* NAVD 88     -       153.98   (+/-2cm)     505.2    (feet)  VERTCON   
 GC0795  ___________________________________________________________________
 GC0795  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0795
 GC0795  VERT ORDER  -  THIRD (See Below)
 GC0795
 GC0795.The horizontal coordinates were scaled from a topographic map and have
 GC0795.an estimated accuracy of +/- 6 seconds.
 GC0795
 GC0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0795.The vertical order pertains to the NGVD 29 superseded value.
 GC0795
 GC0795.The geoid height was determined by GEOID03.
 GC0795
 GC0795;                    North         East    Units  Estimated Accuracy
 GC0795;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0795
 GC0795                          SUPERSEDED SURVEY CONTROL
 GC0795
 GC0795  NGVD 29 (??/??/??)  154.03   (m)          505.3    (f) RESET       3  
 GC0795
 GC0795.Superseded values are not recommended for survey control.
 GC0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0795.See file dsdata.txt to determine how the superseded data were derived.
 GC0795
 GC0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0795_MARKER: DR = REFERENCE MARK DISK
 GC0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0795_SP_SET: CURB
 GC0795_STAMPING: MONTAGUE 1961 1967 NO 5 1969
 GC0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0795
 GC0795  HISTORY     - Date     Condition        Report By
 GC0795  HISTORY     - 1969     MONUMENTED       CGS
 GC0795
 GC0795                          STATION DESCRIPTION
 GC0795
 GC0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GC0795'1 MI S FROM MADISON.
 GC0795'THIS MARK IS AT THE MONTAGUE 1961 1967 TRAVERSE STATION SITE,
 GC0795'71.28 FEET EAST-NORTHEAST OF MONTAGUE 1961 1967, 68 FEET NORTH
 GC0795'OF THE NORTHWEST CORNER OF THE MAIN BUILDING OF THE THIRD
 GC0795'NATIONAL BANK, 37.32 FEET EAST OF MONTAGUE 1961 R.M. 6 1969,
 GC0795'31 FEET SOUTH OF THE APPROXIMATE CENTER OF DUE WEST AVENUE, 16 FEET
 GC0795'EAST OF THE APPROXIMATE CENTER OF THE BANK DRIVE, AND 1.8 FEET SOUTH
 GC0795'OF THE SOUTH EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF DUE WEST
 GC0795'AVENUE.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 GC0795'IN THE TOP OF THE EAST CURB OF THE BANK DRIVE-IN ENTRANCE FROM DUE
 GC0795'WEST AVENUE, AND THE DISK IS STAMPED MONTAGUE 1961 1967 NO 5
 GC0795'1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0796 ***********************************************************************
 GC0796  DESIGNATION -  MONTAGUE RM 6
 GC0796  PID         -  GC0796
 GC0796  STATE/COUNTY-  TN/DAVIDSON
 GC0796  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0796
 GC0796                         *CURRENT SURVEY CONTROL
 GC0796  ___________________________________________________________________
 GC0796* NAD 83(1986)-  36 14 52.     (N)    086 43 16.     (W)     SCALED    
 GC0796* NAVD 88     -       154.43   (+/-2cm)     506.7    (feet)  VERTCON   
 GC0796  ___________________________________________________________________
 GC0796  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC0796
 GC0796  VERT ORDER  -  THIRD (See Below)
 GC0796
 GC0796.The horizontal coordinates were scaled from a topographic map and have
 GC0796.an estimated accuracy of +/- 6 seconds.
 GC0796
 GC0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0796.The vertical order pertains to the NGVD 29 superseded value.
 GC0796
 GC0796.The geoid height was determined by GEOID03.
 GC0796
 GC0796;                    North         East    Units  Estimated Accuracy
 GC0796;SPC TN       -   212,650.      535,190.      MT  (+/- 180 meters Scaled)
 GC0796
 GC0796                          SUPERSEDED SURVEY CONTROL
 GC0796
 GC0796  NGVD 29 (??/??/??)  154.48   (m)          506.8    (f) RESET       3  
 GC0796
 GC0796.Superseded values are not recommended for survey control.
 GC0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0796.See file dsdata.txt to determine how the superseded data were derived.
 GC0796
 GC0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF250114(NAD 83)
 GC0796_MARKER: X = CHISELED CROSS
 GC0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC0796_SP_SET: STEEL FOOT PLATE
 GC0796_STAMPING: MONTAGUE 1961 1967 NO 6 1969
 GC0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC0796
 GC0796  HISTORY     - Date     Condition        Report By
 GC0796  HISTORY     - 1969     MONUMENTED       CGS
 GC0796
 GC0796                          STATION DESCRIPTION
 GC0796
 GC0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GC0796'1 MI S FROM MADISON.
 GC0796'THIS MARK IS AT THE MONTAGUE 1961 1967 TRAVERSE STATION SITE,
 GC0796'37.87 FEET NORTHEAST OF MONTAGUE 1961 1967, 37.32 FEET WEST OF
 GC0796'MONTAGUE 1961 R.M. 5 1969, AND IN THE STEEL FOOT PLATE OF A
 GC0796'SECURITY LIGHT POLE AT THE ENTRANCE INTO THE THIRD NATIONAL
 GC0796'BANK DRIVE-IN FROM DUE WEST AVENUE, AND AT THE EAST END OF A
 GC0796'CONCRETE PLANTER ALONG THE WEST EDGE OF THE DRIVE.  A CHISELED
 GC0796'ARROW AND CROSS IN THE STEEL FOOT PLATE AND STAMPED MONTAGUE
 GC0796'1961 1967 NO 6 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1396 ***********************************************************************
 FC1396  DESIGNATION -  MONTEAGLE
 FC1396  PID         -  FC1396
 FC1396  STATE/COUNTY-  TN/MARION
 FC1396  USGS QUAD   -  MONTEAGLE (1982)
 FC1396
 FC1396                         *CURRENT SURVEY CONTROL
 FC1396  ___________________________________________________________________
 FC1396* NAD 83(1995)-  35 14 23.21437(N)    085 50 53.34124(W)     ADJUSTED  
 FC1396* NAVD 88     -       584.740  (meters)    1918.43   (feet)  ADJUSTED  
 FC1396  ___________________________________________________________________
 FC1396  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 FC1396  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1396  DYNAMIC HT  -         584.144 (meters)    1916.48  (feet)  COMP
 FC1396  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FC1396
 FC1396  HORZ ORDER  -  SECOND
 FC1396  VERT ORDER  -  SECOND    CLASS 0
 FC1396
 FC1396.The horizontal coordinates were established by classical geodetic methods
 FC1396.and adjusted by the National Geodetic Survey in April 1999..
 FC1396
 FC1396.The orthometric height was determined by differential leveling
 FC1396.and adjusted by the National Geodetic Survey in June 1991..
 FC1396
 FC1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1396
 FC1396.The geoid height was determined by GEOID03.
 FC1396
 FC1396.The dynamic height is computed by dividing the NAVD 88
 FC1396.geopotential number by the normal gravity value computed on the
 FC1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1396.degrees latitude (g = 980.6199 gals.).
 FC1396
 FC1396.The modeled gravity was interpolated from observed gravity values.
 FC1396
 FC1396;                    North         East     Units Scale Factor Converg.
 FC1396;SPC TN       -   100,581.603   613,821.537   MT  1.00000182   +0 05 20.0
 FC1396;SPC TN       -   329,991.48  2,013,846.16   sFT  1.00000182   +0 05 20.0
 FC1396;UTM  16      - 3,900,242.371   604,803.027   MT  0.99973536   +0 39 52.8
 FC1396
 FC1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1396!SPC TN       -   0.99991274  x   1.00000182  =   0.99991456
 FC1396!UTM  16      -   0.99991274  x   0.99973536  =   0.99964812
 FC1396
 FC1396:                Primary Azimuth Mark                     Grid Az
 FC1396:SPC TN       -  MONTEAGLE MUNICIPAL TANK                 084 04 24.1
 FC1396:UTM  16      -  MONTEAGLE MUNICIPAL TANK                 083 29 51.3
 FC1396
 FC1396|---------------------------------------------------------------------|
 FC1396| PID    Reference Object                     Distance      Geod. Az  |
 FC1396|                                                           dddmmss.s |
 FC1396| FC1895 MONTEAGLE MUNICIPAL TANK            APPROX. 0.8 KM 0840944.1 |
 FC1396| FC1397 MONTEAGLE RM 1                       26.670 METERS 28421     |
 FC1396| FC1896 MONTEAGLE WIT MARK                   35.119 METERS 33735     |
 FC1396|---------------------------------------------------------------------|
 FC1396
 FC1396                          SUPERSEDED SURVEY CONTROL
 FC1396
 FC1396  NAD 83(1995)-  35 14 23.21667(N)    085 50 53.34082(W) AD(       ) 2
 FC1396  NAD 83(1995)-  35 14 23.21701(N)    085 50 53.34166(W) AD(       ) 2
 FC1396  NAD 83(1995)-  35 14 23.22086(N)    085 50 53.33861(W) AD(       ) 2
 FC1396  NAD 83(1986)-  35 14 23.22190(N)    085 50 53.33766(W) AD(       ) 2
 FC1396  NAD 27      -  35 14 22.92690(N)    085 50 53.42680(W) AD(       ) 2
 FC1396  NGVD 29 (??/??/92)  584.723  (m)         1918.38   (f) ADJ UNCH    2 0
 FC1396
 FC1396.Superseded values are not recommended for survey control.
 FC1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1396.See file dsdata.txt to determine how the superseded data were derived.
 FC1396
 FC1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0480300242(NAD 83)
 FC1396_MARKER: DE = TRAVERSE STATION DISK
 FC1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1396_SP_SET: SQUARE CONCRETE MONUMENT
 FC1396_STAMPING: MONTEAGLE 1962
 FC1396_MARK LOGO: CGS   
 FC1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1396+STABILITY: SURFACE MOTION
 FC1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1396+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1986
 FC1396
 FC1396  HISTORY     - Date     Condition        Report By
 FC1396  HISTORY     - 1962     MONUMENTED       CGS
 FC1396  HISTORY     - 1962     GOOD             CGS
 FC1396  HISTORY     - 19861221 GOOD             TNDT
 FC1396
 FC1396                          STATION DESCRIPTION
 FC1396
 FC1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1396'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF MONTEAGLE AND IN THE
 FC1396'SOUTHWEST SECTION OF THE JUNCTION OF U.S.  HIGHWAY 64 AND
 FC1396'INTERSTATE HIGHWAY 24 ON STATE PROPERTY.
 FC1396'
 FC1396'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON
 FC1396'U.S. HIGHWAY 64 FOR 0.15 MILE TO THE AZIMUTH ON THE RIGHT,
 FC1396'CONTINUE ON U.S. HIGHWAY 64 FOR 0.5 MILE TO THE JUNCTION OF
 FC1396'INTERSTATE HIGHWAY 24 AND THE STATION ON THE LEFT JUST AFTER
 FC1396'CROSSING OVERPASS.
 FC1396'
 FC1396'THE STATION IS 81 FEET SOUTH OF THE APPROXIMATE CENTER OF THE SOUTH
 FC1396'LANE OF U.S. HIGHWAY 64 AND 77 FEET SOUTHWEST OF THE
 FC1396'SOUTHWEST END OF THE SOUTH OVERPASS. IT IS A STANDARD TRAVERSE DISK
 FC1396'SET IN A SQUARE CONCRETE MONUMENT, FLUSH, AND IS STAMPED MONTEAGLE
 FC1396'1962.
 FC1396'
 FC1396'REFERENCE MARK NO. 1 IS 111 FEET WEST OF THE SOUTHWEST END OF THE
 FC1396'SOUTH OVERPASS. IT IS STANDARD DISK CEMENTED IN A DRILLED HOLE
 FC1396'IN THE CURB OF AN ISLAND ON THE EAST END, FLUSH, AND IS STAMPED
 FC1396'MONTEAGLE NO 1 1962.
 FC1396'
 FC1396'STATE OF TENNESSEE DEPARTMENT OF HIGHWAYS MARK IS SET IN THE CONCRETE
 FC1396'OF THE SOUTHWEST END OF THE NORTH OVERPASS, FLUSH, NO
 FC1396'STAMPING.
 FC1396'
 FC1396'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND STATE OF TENNESSEE
 FC1396'DEPARTMENT OF HIGHWAYS MARK IS 94.20 FEET.
 FC1396'
 FC1396'MONTEAGLE, MUNICIPAL WATER TANK WILL SERVE AS AN AZIMUTH. SEE
 FC1396'DESCRIPTION THEREOF.
 FC1396'
 FC1396'HEIGHT OF LIGHT ABOVE STATION MARK 26.30 METERS.
 FC1396
 FC1396                          STATION RECOVERY (1962)
 FC1396
 FC1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1396'0.6 MI W FROM MONTEAGLE.
 FC1396'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE GO
 FC1396'WEST ON U.S. HIGHWAY 64 FOR 0.65 MILE TO THE JUNCTION OF
 FC1396'INTERSTATE HIGHWAY 24 AND THE STATION ON THE LEFT JUST AFTER
 FC1396'CROSSING AN OVERPASS, 115.2 FEET SOUTHEAST OF TENNESSEE DEPARTMENT
 FC1396'OF HIGHWAYS MARK 5, 87.5 FEET EAST OF REFERENCE MARK NO. 1,
 FC1396'81 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF U.S. HIGHWAY
 FC1396'64, AND 77 FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTH
 FC1396'OVERPASS.  A STANDARD TRAVERSE STATION DISK SET IN THE TOP
 FC1396'OF A CONCRETE POST, FLUSH WITH THE GROUND.
 FC1396
 FC1396                          STATION RECOVERY (1986)
 FC1396
 FC1396'RECOVERY NOTE BY TN DEPT OF TRANSP 1986
 FC1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1895 ***********************************************************************
 FC1895  DESIGNATION -  MONTEAGLE MUNICIPAL TANK
 FC1895  PID         -  FC1895
 FC1895  STATE/COUNTY-  TN/GRUNDY
 FC1895  USGS QUAD   -  MONTEAGLE (1982)
 FC1895
 FC1895                         *CURRENT SURVEY CONTROL
 FC1895  ___________________________________________________________________
 FC1895* NAD 83(1995)-  35 14 25.98462(N)    085 50 20.30008(W)     ADJUSTED  
 FC1895* NAVD 88     -                                                        
 FC1895  ___________________________________________________________________
 FC1895  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FC1895  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1895
 FC1895  HORZ ORDER  -  THIRD
 FC1895
 FC1895.The horizontal coordinates were established by classical geodetic methods
 FC1895.and adjusted by the National Geodetic Survey in April 1999..
 FC1895
 FC1895
 FC1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1895
 FC1895.The geoid height was determined by GEOID03.
 FC1895
 FC1895;                    North         East     Units Scale Factor Converg.
 FC1895;SPC TN       -   100,668.313   614,656.798   MT  1.00000168   +0 05 39.4
 FC1895;SPC TN       -   330,275.96  2,016,586.51   sFT  1.00000168   +0 05 39.4
 FC1895;UTM  16      - 3,900,337.443   605,637.153   MT  0.99973752   +0 40 12.0
 FC1895
 FC1895                          SUPERSEDED SURVEY CONTROL
 FC1895
 FC1895  NAD 83(1995)-  35 14 25.98692(N)    085 50 20.29974(W) AD(       ) 4
 FC1895  NAD 83(1995)-  35 14 25.98718(N)    085 50 20.30042(W) AD(       ) 4
 FC1895  NAD 83(1995)-  35 14 25.99095(N)    085 50 20.29709(W) AD(       ) 4
 FC1895  NAD 83(1986)-  35 14 25.99208(N)    085 50 20.29636(W) AD(       ) 4
 FC1895  NAD 27      -  35 14 25.69800(N)    085 50 20.38800(W) AD(       ) 3
 FC1895
 FC1895.Superseded values are not recommended for survey control.
 FC1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1895.See file dsdata.txt to determine how the superseded data were derived.
 FC1895
 FC1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0563700337(NAD 83)
 FC1895_MARKER: 53 = ELEVATED TANK
 FC1895
 FC1895  HISTORY     - Date     Condition        Report By
 FC1895  HISTORY     - 1962     FIRST OBSERVED   CGS
 FC1895
 FC1895                          STATION DESCRIPTION
 FC1895
 FC1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1895'THE STATION IS LOCATED IN THE WESTERN SECTION OF MONTEAGLE AND ALONG
 FC1895'THE NORTH SIDE OF U.S. HIGHWAY 41.
 FC1895'
 FC1895'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON
 FC1895'U.S. HIGHWAY 41 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 FC1895'
 FC1895'IT IS A CYLINDER TYPE TANK WITH A BALL AT THE TOP AND CENTER,
 FC1895'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE PAINTED SILVER AND IS ABOUT
 FC1895'100 FEET HIGH.  THE BALL AT THE TOP AND CENTER WAS THE POINT
 FC1895'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1397 ***********************************************************************
 FC1397  DESIGNATION -  MONTEAGLE RM 1
 FC1397  PID         -  FC1397
 FC1397  STATE/COUNTY-  TN/MARION
 FC1397  USGS QUAD   -  MONTEAGLE (1982)
 FC1397
 FC1397                         *CURRENT SURVEY CONTROL
 FC1397  ___________________________________________________________________
 FC1397* NAD 83(1986)-  35 14 22.     (N)    085 50 53.     (W)     SCALED    
 FC1397* NAVD 88     -       585.102  (meters)    1919.62   (feet)  ADJUSTED  
 FC1397  ___________________________________________________________________
 FC1397  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1397  DYNAMIC HT  -         584.507 (meters)    1917.67  (feet)  COMP
 FC1397  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FC1397
 FC1397  VERT ORDER  -  SECOND    CLASS 0
 FC1397
 FC1397.The horizontal coordinates were scaled from a topographic map and have
 FC1397.an estimated accuracy of +/- 6 seconds.
 FC1397
 FC1397.The orthometric height was determined by differential leveling
 FC1397.and adjusted by the National Geodetic Survey in June 1991..
 FC1397
 FC1397.The geoid height was determined by GEOID03.
 FC1397
 FC1397.The dynamic height is computed by dividing the NAVD 88
 FC1397.geopotential number by the normal gravity value computed on the
 FC1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1397.degrees latitude (g = 980.6199 gals.).
 FC1397
 FC1397.The modeled gravity was interpolated from observed gravity values.
 FC1397
 FC1397;                    North         East    Units  Estimated Accuracy
 FC1397;SPC TN       -   100,540.      613,830.      MT  (+/- 180 meters Scaled)
 FC1397
 FC1397                          SUPERSEDED SURVEY CONTROL
 FC1397
 FC1397  NGVD 29 (??/??/92)  585.086  (m)         1919.57   (f) ADJ UNCH    2 0
 FC1397
 FC1397.Superseded values are not recommended for survey control.
 FC1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1397.See file dsdata.txt to determine how the superseded data were derived.
 FC1397
 FC1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE048002(NAD 83)
 FC1397_MARKER: DR = REFERENCE MARK DISK
 FC1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC1397_SP_SET: CURB
 FC1397_STAMPING: MONTEAGLE NO 1 1962
 FC1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1397
 FC1397  HISTORY     - Date     Condition        Report By
 FC1397  HISTORY     - 1962     MONUMENTED       CGS
 FC1397
 FC1397                          STATION DESCRIPTION
 FC1397
 FC1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1397'0.6 MI W FROM MONTEAGLE.
 FC1397'AT THE MONTEAGLE STATION SITE, 111 FEET WEST OF THE SOUTHWEST
 FC1397'END OF THE SOUTH OVERPASS OF U.S. HIGHWAY 64, 87.5 FEET WEST
 FC1397'OF THE STATION MARK, AND 94.2 FEET SOUTH OF TENNESSEE DEPARTMENT
 FC1397'OF HIGHWAYS MARK 5.  A STANDARD REFERENCE MARK DISK DRILLED
 FC1397'IN A CONCRETE CURB AT THE EAST END OF A HIGHWAY ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1912 ***********************************************************************
 FC1912  DESIGNATION -  MONTEAGLE TN HWY PATROL TOWER
 FC1912  PID         -  FC1912
 FC1912  STATE/COUNTY-  TN/FRANKLIN
 FC1912  USGS QUAD   -  SEWANEE (1974)
 FC1912
 FC1912                         *CURRENT SURVEY CONTROL
 FC1912  ___________________________________________________________________
 FC1912* NAD 83(1995)-  35 13 11.75647(N)    085 53 18.21338(W)     ADJUSTED  
 FC1912* NAVD 88     -       620.0    (meters)    2034.     (feet)  VERTCON   
 FC1912  ___________________________________________________________________
 FC1912  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FC1912  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1912
 FC1912  HORZ ORDER  -  THIRD
 FC1912
 FC1912.The horizontal coordinates were established by classical geodetic methods
 FC1912.and adjusted by the National Geodetic Survey in April 1999..
 FC1912
 FC1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1912
 FC1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1912
 FC1912.The geoid height was determined by GEOID03.
 FC1912
 FC1912;                    North         East     Units Scale Factor Converg.
 FC1912;SPC TN       -    98,374.477   610,161.152   MT  1.00000544   +0 03 55.2
 FC1912;SPC TN       -   322,750.26  2,001,837.05   sFT  1.00000544   +0 03 55.2
 FC1912;UTM  16      - 3,897,999.184   601,165.999   MT  0.99972613   +0 38 28.1
 FC1912
 FC1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1912!SPC TN       -   0.99990720  x   1.00000544  =   0.99991264
 FC1912!UTM  16      -   0.99990720  x   0.99972613  =   0.99963336
 FC1912
 FC1912                          SUPERSEDED SURVEY CONTROL
 FC1912
 FC1912  NAD 83(1995)-  35 13 11.75885(N)    085 53 18.21343(W) AD(       ) 4
 FC1912  NAD 83(1995)-  35 13 11.75908(N)    085 53 18.21432(W) AD(       ) 4
 FC1912  NAD 83(1995)-  35 13 11.76314(N)    085 53 18.21118(W) AD(       ) 4
 FC1912  NAD 83(1986)-  35 13 11.76441(N)    085 53 18.21053(W) AD(       ) 4
 FC1912  NAD 27      -  35 13 11.46768(N)    085 53 18.29164(W) AD(       ) 3
 FC1912  NGVD 29 (07/19/86)  620.0    (m)         2034.     (f) VERT ANG       
 FC1912
 FC1912.Superseded values are not recommended for survey control.
 FC1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1912.See file dsdata.txt to determine how the superseded data were derived.
 FC1912
 FC1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0116697999(NAD 83)
 FC1912_MARKER: 43 = RADIO/TV TOWER
 FC1912
 FC1912  HISTORY     - Date     Condition        Report By
 FC1912  HISTORY     - 1979     FIRST OBSERVED   TNDT
 FC1912
 FC1912                          STATION DESCRIPTION
 FC1912
 FC1912'DESCRIBED BY TN DEPT OF TRANSP 1979 (JRS)
 FC1912'THE STATION, MONTEAGLE TENNESSEE STATE HIGHWAY PATROL REPEATER
 FC1912'TOWER KUQ 892 KFO 717, IS THE RED LIGHT ATOP A 3-LEGGED STEEL
 FC1912'STRUCTURE PAINTED WITH ALTERNATE BANDS OF RED AND WHITE AND A
 FC1912'OVERALL HEIGHT OF 180 FEET.
 FC1912'
 FC1912'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF
 FC1912'MONTEAGLE, 2-1/2 MILES NORTHEAST OF SEWANEE, AND NEAR A FORESTRY
 FC1912'SERVICE COMPLEX.
 FC1912'
 FC1912'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO
 FC1912'WEST ON U.S. HIGHWAY 64 FOR 3.75 MILES TO A PAVED SIDE ROAD
 FC1912'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO A GRAVELED
 FC1912'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE
 FC1912'TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1896 ***********************************************************************
 FC1896  DESIGNATION -  MONTEAGLE WIT MARK
 FC1896  PID         -  FC1896
 FC1896  STATE/COUNTY-  TN/MARION
 FC1896  USGS QUAD   -  MONTEAGLE (1982)
 FC1896
 FC1896                         *CURRENT SURVEY CONTROL
 FC1896  ___________________________________________________________________
 FC1896* NAD 83(1995)-  35 14 24.26783(N)    085 50 53.87091(W)     ADJUSTED  
 FC1896* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 FC1896  ___________________________________________________________________
 FC1896  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FC1896  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FC1896
 FC1896  HORZ ORDER  -  SECOND
 FC1896
 FC1896.The horizontal coordinates were established by classical geodetic methods
 FC1896.and adjusted by the National Geodetic Survey in April 1999..
 FC1896
 FC1896.The orthometric height was scaled from a topographic map.
 FC1896
 FC1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1896
 FC1896.The geoid height was determined by GEOID03.
 FC1896
 FC1896;                    North         East     Units Scale Factor Converg.
 FC1896;SPC TN       -   100,614.048   613,808.095   MT  1.00000177   +0 05 19.7
 FC1896;SPC TN       -   330,097.92  2,013,802.06   sFT  1.00000177   +0 05 19.7
 FC1896;UTM  16      - 3,900,274.670   604,789.263   MT  0.99973533   +0 39 52.5
 FC1896
 FC1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1896!SPC TN       -   0.99991270  x   1.00000177  =   0.99991447
 FC1896!UTM  16      -   0.99991270  x   0.99973533  =   0.99964805
 FC1896
 FC1896                          SUPERSEDED SURVEY CONTROL
 FC1896
 FC1896  NAD 83(1995)-  35 14 24.27013(N)    085 50 53.87049(W) AD(       ) 2
 FC1896  NAD 83(1995)-  35 14 24.27046(N)    085 50 53.87133(W) AD(       ) 2
 FC1896  NAD 83(1995)-  35 14 24.27432(N)    085 50 53.86828(W) AD(       ) 2
 FC1896  NAD 83(1986)-  35 14 24.27535(N)    085 50 53.86733(W) AD(       ) 2
 FC1896  NAD 27      -  35 14 23.98040(N)    085 50 53.95650(W) AD(       ) 2
 FC1896
 FC1896.Superseded values are not recommended for survey control.
 FC1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1896.See file dsdata.txt to determine how the superseded data were derived.
 FC1896
 FC1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE0478900275(NAD 83)
 FC1896_MARKER: Z = SEE DESCRIPTION
 FC1896_SETTING: 0 = UNSPECIFIED SETTING
 FC1896_MARK LOGO: TNHD  
 FC1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1896
 FC1896  HISTORY     - Date     Condition        Report By
 FC1896  HISTORY     - 1962     MONUMENTED       TNHD
 FC1896
 FC1896                          STATION DESCRIPTION
 FC1896
 FC1896'DESCRIBED BY TN HIGHWAY DEPT 1962
 FC1896'TO REACH THE STATION FROM THE POST OFFICE IN MONTEAGLE, GO WEST ON
 FC1896'U.S. HIGHWAY 64 FOR 0.15 MILE TO THE AZIMUTH ON THE RIGHT,
 FC1896'CONTINUE ON U.S. HIGHWAY 64 FOR 0.5 MILE TO THE JUNCTION OF
 FC1896'INTERSTATE HIGHWAY 24 AND THE STATION ON THE
 FC1896'CROSSING OVERPASS.
 FC1896'
 FC1896'STATE OF TENNESSEE DEPARTMENT OF HIGHWAYS MARK IS SET IN THE CONCRETE
 FC1896'OF THE SOUTHWEST END OF THE NORTH OVERPASS, FLUSH, NO
 FC1896'STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2387 ***********************************************************************
 GB2387  DESIGNATION -  MONTEREY LOOKOUT TOWER NC 7
 GB2387  PID         -  GB2387
 GB2387  STATE/COUNTY-  TN/PUTNAM
 GB2387  USGS QUAD   -  MONTEREY (1981)
 GB2387
 GB2387                         *CURRENT SURVEY CONTROL
 GB2387  ___________________________________________________________________
 GB2387* NAD 83(1995)-  36 07 33.49110(N)    085 17 33.58242(W)     ADJUSTED  
 GB2387* NAVD 88     -                                                        
 GB2387  ___________________________________________________________________
 GB2387  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GB2387  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GB2387
 GB2387  HORZ ORDER  -  THIRD
 GB2387
 GB2387.The horizontal coordinates were established by classical geodetic methods
 GB2387.and adjusted by the National Geodetic Survey in April 1999..
 GB2387
 GB2387
 GB2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2387
 GB2387.The geoid height was determined by GEOID03.
 GB2387
 GB2387;                    North         East     Units Scale Factor Converg.
 GB2387;SPC TN       -   199,122.555   663,671.625   MT  0.99996134   +0 24 50.8
 GB2387;SPC TN       -   653,287.92  2,177,395.99   sFT  0.99996134   +0 24 50.8
 GB2387;UTM  16      - 3,999,270.309   653,640.235   MT  0.99989086   +1 00 24.4
 GB2387
 GB2387                          SUPERSEDED SURVEY CONTROL
 GB2387
 GB2387  NAD 83(1995)-  36 07 33.49432(N)    085 17 33.58456(W) AD(       ) 4
 GB2387  NAD 83(1995)-  36 07 33.49727(N)    085 17 33.58473(W) AD(       ) 4
 GB2387  NAD 83(1986)-  36 07 33.50430(N)    085 17 33.58482(W) AD(       ) 4
 GB2387  NAD 27      -  36 07 33.27600(N)    085 17 33.68100(W) AD(       ) 3
 GB2387
 GB2387.Superseded values are not recommended for survey control.
 GB2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2387.See file dsdata.txt to determine how the superseded data were derived.
 GB2387
 GB2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE5364099270(NAD 83)
 GB2387_MARKER: 57 = LOOKOUT TOWER
 GB2387
 GB2387  HISTORY     - Date     Condition        Report By
 GB2387  HISTORY     - 1960     FIRST OBSERVED   CGS
 GB2387
 GB2387                          STATION DESCRIPTION
 GB2387
 GB2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2387'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF MONTEREY.
 GB2387'
 GB2387'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 N AND
 GB2387'STATE HIGHWAY 84 IN MONTEREY, GO WEST ON U. S. HIGHWAY 70 N FOR 0.7
 GB2387'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT, SOUTH, FOR 0.5 MILE TO A
 GB2387'FORK, TAKE THE RIGHT FORK, SOUTH, FOR 0.6 MILE TO THE STATION.
 GB2387'
 GB2387'THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED
 GB2387'CAB, COLORED GRAY AND IS ABOUT 65 FEET IN OVERALL HEIGHT. THE TOP
 GB2387'AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2388 ***********************************************************************
 GB2388  DESIGNATION -  MONTEREY MUNICIPAL TANK
 GB2388  PID         -  GB2388
 GB2388  STATE/COUNTY-  TN/PUTNAM
 GB2388  USGS QUAD   -  MONTEREY (1981)
 GB2388
 GB2388                         *CURRENT SURVEY CONTROL
 GB2388  ___________________________________________________________________
 GB2388* NAD 83(1995)-  36 08 51.31354(N)    085 16 01.51279(W)     ADJUSTED  
 GB2388* NAVD 88     -                                                        
 GB2388  ___________________________________________________________________
 GB2388  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 GB2388  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GB2388
 GB2388  HORZ ORDER  -  THIRD
 GB2388
 GB2388.The horizontal coordinates were established by classical geodetic methods
 GB2388.and adjusted by the National Geodetic Survey in April 1999..
 GB2388
 GB2388
 GB2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2388
 GB2388.The geoid height was determined by GEOID03.
 GB2388
 GB2388;                    North         East     Units Scale Factor Converg.
 GB2388;SPC TN       -   201,538.030   665,955.765   MT  0.99996333   +0 25 44.7
 GB2388;SPC TN       -   661,212.69  2,184,889.87   sFT  0.99996333   +0 25 44.7
 GB2388;UTM  16      - 4,001,709.131   655,899.102   MT  0.99989947   +1 01 20.6
 GB2388
 GB2388                          SUPERSEDED SURVEY CONTROL
 GB2388
 GB2388  NAD 83(1995)-  36 08 51.31675(N)    085 16 01.51528(W) AD(       ) 4
 GB2388  NAD 83(1995)-  36 08 51.32003(N)    085 16 01.51499(W) AD(       ) 4
 GB2388  NAD 83(1986)-  36 08 51.32691(N)    085 16 01.51512(W) AD(       ) 4
 GB2388  NAD 27      -  36 08 51.09800(N)    085 16 01.61600(W) AD(       ) 3
 GB2388
 GB2388.Superseded values are not recommended for survey control.
 GB2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2388.See file dsdata.txt to determine how the superseded data were derived.
 GB2388
 GB2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF5589901709(NAD 83)
 GB2388_MARKER: 52 = STANDPIPE TANK
 GB2388
 GB2388  HISTORY     - Date     Condition        Report By
 GB2388  HISTORY     - 1949     FIRST OBSERVED   CGS
 GB2388  HISTORY     - 1960     GOOD             CGS
 GB2388
 GB2388                          STATION DESCRIPTION
 GB2388
 GB2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2388'STATION IS LOCATED IN THE TOWN OF MONTEREY ABOUT 0.05 MILE SOUTH OF
 GB2388'CENTER OF TOWN, 150 FEET NORTH OF CHESTNUT STREET AND 125 FEET
 GB2388'EAST OF COMMERCIAL STREET.  IT IS ABOUT 120 FEET HIGH, OF STEEL
 GB2388'CONSTRUCTION, HAS FOUR LEGS, PAINTED BLACK AND HAS MONTEREY IN
 GB2388'WHITE LETTERS ON FOUR SIDES.  POINT OF INTERSECTION WAS THE CENTER OF
 GB2388'STANDPIPE WHERE IT ENTERS THE TANK.
 GB2388
 GB2388                          STATION RECOVERY (1960)
 GB2388
 GB2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SLH)
 GB2388'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT IT IS NOW PAINTED
 GB2388'SILVER AND HAS MONTEREY PAINTED IN BLACK LETTERS ON FOUR SIDES.  A
 GB2388'NEW DESCRIPTION FOLLOWS.
 GB2388'
 GB2388'THE STATION IS LOCATED ABOUT 0.05 MILE SOUTH OF THE CENTER OF
 GB2388'MONTEREY, 150 FEET NORTH OF CHESTNUT STREET AND 125 FEET EAST
 GB2388'OF COMMERCIAL STREET.  IT IS ABOUT 120 FEET IN OVERALL HEIGHT, OF
 GB2388'STEEL CONSTRUCTION, HAS FOUR LEGS, PAINTED SILVER AND HAS MONTEREY
 GB2388'IN BLACK LETTERS ON FOUR SIDES.  THE TOP AND CENTER WAS THE POINT
 GB2388'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2561 ***********************************************************************
 GC2561  DESIGNATION -  MONTGOMERY
 GC2561  PID         -  GC2561
 GC2561  STATE/COUNTY-  TN/DICKSON
 GC2561  USGS QUAD   -  BURNS (1986)
 GC2561
 GC2561                         *CURRENT SURVEY CONTROL
 GC2561  ___________________________________________________________________
 GC2561* NAD 83(1995)-  36 06 25.69665(N)    087 15 50.30966(W)     ADJUSTED  
 GC2561* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 GC2561  ___________________________________________________________________
 GC2561  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GC2561  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GC2561
 GC2561  HORZ ORDER  -  THIRD
 GC2561
 GC2561.The horizontal coordinates were established by classical geodetic methods
 GC2561.and adjusted by the National Geodetic Survey in April 1999..
 GC2561
 GC2561.The orthometric height was scaled from a topographic map.
 GC2561
 GC2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2561
 GC2561.The geoid height was determined by GEOID03.
 GC2561
 GC2561;                    North         East     Units Scale Factor Converg.
 GC2561;SPC TN       -   197,537.842   486,197.458   MT  0.99995972   -0 44 23.9
 GC2561;SPC TN       -   648,088.74  1,595,132.83   sFT  0.99995972   -0 44 23.9
 GC2561;UTM  16      - 3,995,863.979   476,240.766   MT  0.99960696   -0 09 20.0
 GC2561
 GC2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2561!SPC TN       -   0.99996530  x   0.99995972  =   0.99992502
 GC2561!UTM  16      -   0.99996530  x   0.99960696  =   0.99957227
 GC2561
 GC2561:                Primary Azimuth Mark                     Grid Az
 GC2561:SPC TN       -  MONTGOMERY AZ MK                         078 51 07.5
 GC2561:UTM  16      -  MONTGOMERY AZ MK                         078 16 03.6
 GC2561
 GC2561|---------------------------------------------------------------------|
 GC2561| PID    Reference Object                     Distance      Geod. Az  |
 GC2561|                                                           dddmmss.s |
 GC2561| CG6121 MONTGOMERY AZ MK                                   0780643.6 |
 GC2561| CG6122 MONTGOMERY RM 1                      22.232 METERS 08352     |
 GC2561| GC2546 WHITE BLUFF MUNICIPAL TANK          APPROX. 4.0 KM 0923314.4 |
 GC2561| CG6123 MONTGOMERY RM 2                      27.121 METERS 17845     |
 GC2561| GC2556 PROMISE                             APPROX.13.2 KM 3342827.6 |
 GC2561|---------------------------------------------------------------------|
 GC2561
 GC2561                          SUPERSEDED SURVEY CONTROL
 GC2561
 GC2561  NAD 83(1995)-  36 06 25.69839(N)    087 15 50.31260(W) AD(       ) 3
 GC2561  NAD 83(1995)-  36 06 25.69944(N)    087 15 50.31303(W) AD(       ) 3
 GC2561  NAD 83(1986)-  36 06 25.70678(N)    087 15 50.31259(W) AD(       ) 3
 GC2561  NAD 27      -  36 06 25.49300(N)    087 15 50.28100(W) AD(       ) 3
 GC2561
 GC2561.Superseded values are not recommended for survey control.
 GC2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2561.See file dsdata.txt to determine how the superseded data were derived.
 GC2561
 GC2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7624195864(NAD 83)
 GC2561_MARKER: DS = TRIANGULATION STATION DISK
 GC2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2561
 GC2561  HISTORY     - Date     Condition        Report By
 GC2561  HISTORY     - 1953     MONUMENTED       CGS
 GC2561
 GC2561                          STATION DESCRIPTION
 GC2561
 GC2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2561'THE STATION IS ALONG U.S. HIGHWAY 70 ABOUT 2 MILES WEST OF WHITE
 GC2561'BLUFF AND ABOUT 1 MILE EAST OF THE ENTRANCE TO MONTGOMERY
 GC2561'BELL STATE PARK.  IT IS 85 FEET SOUTH OF THE CENTER OF HIGHWAY 70, 21
 GC2561'FEET SOUTH OF EDGE OF ROAD CUT AND 4 FEET SOUTH OF A WHITE WITNESS
 GC2561'POST.  THE MARK IS FLUSH AND THE DISK STAMPED MONTGOMERY 1953.
 GC2561'
 GC2561'REFERENCE MARK NO. 1 IS 79 FEET SOUTH OF THE CENTER OF HIGHWAY 70 AND
 GC2561'17 FEET SOUTH OF THE EDGE OF THE ROAD CUT.  THE MARK IS FLUSH AND
 GC2561'THE DISK STAMPED MONTGOMERY NO 1 1953.
 GC2561'
 GC2561'REFERENCE MARK NO. 2 IS 17 FEET NORTHWEST OF THE CENTER OF A WOODS
 GC2561'ROAD AND 14 FEET NORTHEAST OF A 3 INCH OAK TREE.  THE MARK IS
 GC2561'FLUSH AND THE DISK STAMPED MONTGOMERY NO 2 1953.
 GC2561'
 GC2561'AZIMUTH MARK IS 49 FEET NORTH OF THE CENTER OF HIGHWAY 70, 59 FEET
 GC2561'SOUTHEAST OF A TELEPHONE POLE AND 3 FEET WEST OF A WHITE WITNESS
 GC2561'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED MONTGOMERY
 GC2561'1953.
 GC2561'
 GC2561'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 70 AND
 GC2561'STATE HIGHWAY 47 IN WHITE BLUFF, GO WEST ON HIGHWAY 70 FOR 1.35
 GC2561'MILES TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON
 GC2561'HIGHWAY 70 FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GC2561'
 GC2561'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2560 ***********************************************************************
 GC2560  DESIGNATION -  MONTGOMERY BELL ST FOREST LOT
 GC2560  PID         -  GC2560
 GC2560  STATE/COUNTY-  TN/DICKSON
 GC2560  USGS QUAD   -  BURNS (1986)
 GC2560
 GC2560                         *CURRENT SURVEY CONTROL
 GC2560  ___________________________________________________________________
 GC2560* NAD 83(1995)-  36 03 51.98130(N)    087 16 57.93076(W)     ADJUSTED  
 GC2560* NAVD 88     -                                                        
 GC2560  ___________________________________________________________________
 GC2560  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GC2560  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC2560
 GC2560  HORZ ORDER  -  THIRD
 GC2560
 GC2560.The horizontal coordinates were established by classical geodetic methods
 GC2560.and adjusted by the National Geodetic Survey in April 1999..
 GC2560
 GC2560
 GC2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2560
 GC2560.The geoid height was determined by GEOID03.
 GC2560
 GC2560;                    North         East     Units Scale Factor Converg.
 GC2560;SPC TN       -   192,822.578   484,444.265   MT  0.99995646   -0 45 03.5
 GC2560;SPC TN       -   632,618.74  1,589,380.89   sFT  0.99995646   -0 45 03.5
 GC2560;UTM  16      - 3,991,132.736   474,536.361   MT  0.99960799   -0 09 59.3
 GC2560
 GC2560                          SUPERSEDED SURVEY CONTROL
 GC2560
 GC2560  NAD 83(1995)-  36 03 51.98318(N)    087 16 57.93403(W) AD(       ) 4
 GC2560  NAD 83(1995)-  36 03 51.98388(N)    087 16 57.93411(W) AD(       ) 4
 GC2560  NAD 83(1986)-  36 03 51.99164(N)    087 16 57.93353(W) AD(       ) 4
 GC2560  NAD 27      -  36 03 51.77400(N)    087 16 57.90100(W) AD(       ) 3
 GC2560
 GC2560.Superseded values are not recommended for survey control.
 GC2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2560.See file dsdata.txt to determine how the superseded data were derived.
 GC2560
 GC2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7453691133(NAD 83)
 GC2560_MARKER: 57 = LOOKOUT TOWER
 GC2560
 GC2560  HISTORY     - Date     Condition        Report By
 GC2560  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2560  HISTORY     - 1959     SEE DESCRIPTION  CGS
 GC2560
 GC2560                          STATION DESCRIPTION
 GC2560
 GC2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2560'STATION IS THE CENTER OF THE BASE OF THE STATE FOREST LOOKOUT TOWER,
 GC2560'LOCATED IN THE MONTGOMERY BELL STATE PARK ABOUT 5 MILES EAST OF
 GC2560'DICKSON AND ABOUT 5 MILES SOUTHWEST OF WHITE BLUFF.  THE TOWER IS A 4
 GC2560'LEGGED STEEL STRUCTURE ABOUT 90 FEET HIGH AND HAS AN ENCLOSED
 GC2560'OBSERVATION PLATFORM AT THE TOP.
 GC2560'
 GC2560'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BELL.  THE
 GC2560'DISTANCE IS 58.6 FEET, 17.86 METERS.
 GC2560'
 GC2560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2560'HIGHWAY 47, ABOUT 1/2 MILE WEST OF WHITE BLUFF, GO SOUTHWEST AND
 GC2560'WEST ON HIGHWAY 47 FOR 4.65 MILE TO A GRAVEL ROAD RIGHT THROUGH A
 GC2560'RAILROAD UNDERPASS.  TURN RIGHT THROUGH UNDERPASS AND GO 0.25
 GC2560'MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.35 MILE TO THE LOOKOUT
 GC2560'TOWER.
 GC2560
 GC2560                          STATION RECOVERY (1959)
 GC2560
 GC2560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2560'THE STATION IS THE CENTER OF THE BASE OF THE STATE FOREST LOOKOUT
 GC2560'TOWER, LOCATED IN THE MONTGOMERY BELL STATE PARK ABOUT 5 MILES
 GC2560'EAST OF DICKSON AND ABOUT 5 MILES SOUTHWEST OF WHITE BLUFF.  THE
 GC2560'TOWER IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED
 GC2560'OBSERVATION PLATFORM AND HAS AN OVER-ALL HEIGHT OF ABOUT 90 FEET.
 GC2560'
 GC2560'THE TOP AND CENTER OF THE TOWER WAS THE POINT OBSERVED UPON.
 GC2560'
 GC2560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70 AND
 GC2560'STATE HIGHWAY NO. 47, ABOUT 1/2 MILE WEST OF WHITE BLUFF, GO
 GC2560'SOUTHWEST AND WEST ON STATE HIGHWAY NO. 47 FOR 4.65 MILES TO A
 GC2560'GRAVELED ROAD RIGHT THROUGH A RAILROAD UNDERPASS.  HERE TURN
 GC2560'RIGHT THROUGH THE UNDERPASS AND GO 0.25 MILE TO A FORK, TAKE THE
 GC2560'RIGHT FORK AND GO 0.35 MILE TO THE LOOKOUT TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3360 ***********************************************************************
 GA3360  DESIGNATION -  MOODY
 GA3360  PID         -  GA3360
 GA3360  STATE/COUNTY-  TN/SULLIVAN
 GA3360  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA3360
 GA3360                         *CURRENT SURVEY CONTROL
 GA3360  ___________________________________________________________________
 GA3360* NAD 83(1995)-  36 32 27.76100(N)    082 28 35.48251(W)     ADJUSTED  
 GA3360* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 GA3360  ___________________________________________________________________
 GA3360  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GA3360  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA3360
 GA3360  HORZ ORDER  -  SECOND
 GA3360
 GA3360.The horizontal coordinates were established by classical geodetic methods
 GA3360.and adjusted by the National Geodetic Survey in April 1999..
 GA3360
 GA3360.The orthometric height was scaled from a topographic map.
 GA3360
 GA3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3360
 GA3360.The geoid height was determined by GEOID03.
 GA3360
 GA3360;                    North         East     Units Scale Factor Converg.
 GA3360;SPC TN       -   250,629.804   915,445.052   MT  1.00002443   +2 03 46.0
 GA3360;SPC TN       -   822,274.62  3,003,422.64   sFT  1.00002443   +2 03 46.0
 GA3360;SPC VA S     - 1,030,549.528 3,144,015.042   MT  1.00004861   -2 24 48.4
 GA3360;SPC VA S     - 3,381,061.24 10,314,989.35   sFT  1.00004861   -2 24 48.4
 GA3360;UTM  17      - 4,044,975.007   367,835.126   MT  0.99981521   -0 52 45.3
 GA3360
 GA3360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3360!SPC TN       -   0.99991754  x   1.00002443  =   0.99994197
 GA3360!SPC VA S     -   0.99991754  x   1.00004861  =   0.99996615
 GA3360!UTM  17      -   0.99991754  x   0.99981521  =   0.99973276
 GA3360
 GA3360|---------------------------------------------------------------------|
 GA3360| PID    Reference Object                     Distance      Geod. Az  |
 GA3360|                                                           dddmmss.s |
 GA3360| DB9758 MOODY RM 2                           22.365 METERS 03218     |
 GA3360| DB9759 MOODY RM 3 AZIMUTH                                 1384331.2 |
 GA3360| DB9757 MOODY RM 1                           17.807 METERS 25312     |
 GA3360|---------------------------------------------------------------------|
 GA3360
 GA3360                          SUPERSEDED SURVEY CONTROL
 GA3360
 GA3360  NAD 83(1995)-  36 32 27.76076(N)    082 28 35.48198(W) AD(       ) 2
 GA3360  NAD 83(1995)-  36 32 27.75989(N)    082 28 35.48999(W) AD(       ) 2
 GA3360  NAD 83(1995)-  36 32 27.76809(N)    082 28 35.48559(W) AD(       ) 2
 GA3360  NAD 83(1986)-  36 32 27.76820(N)    082 28 35.48568(W) AD(       ) 2
 GA3360  NAD 27      -  36 32 27.41710(N)    082 28 35.94893(W) AD(       ) 2
 GA3360
 GA3360.Superseded values are not recommended for survey control.
 GA3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3360.See file dsdata.txt to determine how the superseded data were derived.
 GA3360
 GA3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6783544975(NAD 83)
 GA3360_MARKER: DS = TRIANGULATION STATION DISK
 GA3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3360
 GA3360  HISTORY     - Date     Condition        Report By
 GA3360  HISTORY     - 1933     MONUMENTED       CGS
 GA3360  HISTORY     - 1964     MARK NOT FOUND   CGS
 GA3360
 GA3360                          STATION DESCRIPTION
 GA3360
 GA3360'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GA3360'STATION IS ABOUT 4 MILES E OF KINGSPORT, ON SUMMIT OF CHESTNUT RIDGE,
 GA3360'ON PROPERTY OF
 GA3360'E.A.  MOODY, IN OPEN FIELD 35 FEET SE OF CENTER LINE
 GA3360'OF ROAD, 10-1/2 FEET SE OF
 GA3360'10-INCH LOCUST TREE, AND 25 FEET SE OF
 GA3360'BARBEDWIRE FENCE.
 GA3360'
 GA3360'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD
 GA3360'BRONZE DISKS SET IN CONCRETE.
 GA3360'
 GA3360'REFERENCE MARK NO. 1 IS 12 FEET SE OF CENTER LINE OF DIRT ROAD, 2.2
 GA3360'FEET SE OF WIRE
 GA3360'FENCE, AND 17.807 METERS (58.42 FEET) FROM STATION S 73 DEG 12 MIN W.
 GA3360'
 GA3360'REFERENCE MARK NO. 2 IS 11FEET SE OF CENTER LINE OF ROAD, 1-1/2 FEET
 GA3360'SE OF WIRE FENCE,
 GA3360'AND 22.365 METERS (73.38 FEET) FROM STATION N 32 DEG 18 MIN E.
 GA3360'
 GA3360'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD BRONZE REFERENCE
 GA3360'DISK IN DRILL HOLE
 GA3360'IN OUTCROPPING BEDROCK IN FRONT YARD OF OLD HOUSE
 GA3360'OWNED BY C.B.  HOBBS, ABOUT 100 FEET
 GA3360'S OF CENTER LINE OF COUNTY ROAD,
 GA3360'80 FEET NE OF NE CORNER OF HOUSE, 25 FEET W OF N-S WIRE
 GA3360'FENCE ALONG W SIDE
 GA3360'OF CULTIVATED FIELD, AND ABOUT 0.8 MILE FROM STATION
 GA3360'S 41 DEG 16 MIN E.
 GA3360'
 GA3360'TO REACH AZIMUTH MARK FROM NORRIS TOURIST CAMP, GO TOWARD BRISTOL
 GA3360'ABOUT 1-1/2 MILES TO UNPAINTED BARN WITH DOBBINS HDWE CO ON IT,
 GA3360'TURN RIGHT AT FIRST ROAD BEYOND BARN AND GO ABOUT 3/4 MILE TO HOBBS
 GA3360'HOME.
 GA3360'
 GA3360'TO REACH THE STATION FROM KINGSPORT, GO E 4.8 MILES ON U.S.  HIGHWAYS
 GA3360'11 W AND 23 TO
 GA3360'NORRIS TOURIST CAMP, CONTINUE 200 FEET, TURN LEFT ONTO
 GA3360'DIRT ROAD AND FOLLOW 0.6 MILE TO
 GA3360'STATION SITE.
 GA3360
 GA3360                          STATION RECOVERY (1964)
 GA3360
 GA3360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3360'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE FOUND DESTROYED BY
 GA3360'THE CONSTRUCTION OF A
 GA3360'NEW HOUSE.  REFERENCE MARK NO.  3 (AZIMUTH MARK)
 GA3360'WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1707 ***********************************************************************
 GD1707  DESIGNATION -  MOON
 GD1707  PID         -  GD1707
 GD1707  STATE/COUNTY-  TN/DYER
 GD1707  USGS QUAD   -  TENNEMO (1983)
 GD1707
 GD1707                         *CURRENT SURVEY CONTROL
 GD1707  ___________________________________________________________________
 GD1707* NAD 83(1995)-  36 09 39.61920(N)    089 34 15.72839(W)     ADJUSTED  
 GD1707* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 GD1707  ___________________________________________________________________
 GD1707  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GD1707  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1707
 GD1707  HORZ ORDER  -  THIRD
 GD1707
 GD1707.The horizontal coordinates were established by classical geodetic methods
 GD1707.and adjusted by the National Geodetic Survey in April 1999..
 GD1707
 GD1707.The orthometric height was scaled from a topographic map.
 GD1707
 GD1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1707
 GD1707.The geoid height was determined by GEOID03.
 GD1707
 GD1707;                    North         East     Units Scale Factor Converg.
 GD1707;SPC TN       -   208,641.314   278,760.662   MT  0.99996463   -2 05 26.3
 GD1707;SPC TN       -   684,517.38    914,567.27   sFT  0.99996463   -2 05 26.3
 GD1707;SPC MO E     -    36,755.555   333,583.815   MT  1.00001938   +0 32 53.4
 GD1707;UTM  16      - 4,004,869.514   268,726.824   MT  1.00025909   -1 31 03.8
 GD1707
 GD1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1707!SPC TN       -   0.99999157  x   0.99996463  =   0.99995620
 GD1707!SPC MO E     -   0.99999157  x   1.00001938  =   1.00001095
 GD1707!UTM  16      -   0.99999157  x   1.00025909  =   1.00025065
 GD1707
 GD1707|---------------------------------------------------------------------|
 GD1707| PID    Reference Object                     Distance      Geod. Az  |
 GD1707|                                                           dddmmss.s |
 GD1707| GD0872 P 95                                 36.861 METERS 07406     |
 GD1707| CG4610 MOON AZ MK                                         1714357.7 |
 GD1707| CG4611 MOON RM 1                            13.355 METERS 18123     |
 GD1707| GD0869 X 95 CAP                             28.725 METERS 28846     |
 GD1707|---------------------------------------------------------------------|
 GD1707
 GD1707                          SUPERSEDED SURVEY CONTROL
 GD1707
 GD1707  NAD 83(1995)-  36 09 39.62336(N)    089 34 15.72956(W) AD(       ) 3
 GD1707  NAD 83(1995)-  36 09 39.62344(N)    089 34 15.73042(W) AD(       ) 3
 GD1707  NAD 83(1986)-  36 09 39.63063(N)    089 34 15.72787(W) AD(       ) 3
 GD1707  NAD 27      -  36 09 39.37930(N)    089 34 15.45030(W) AD(       ) 3
 GD1707
 GD1707.Superseded values are not recommended for survey control.
 GD1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1707.See file dsdata.txt to determine how the superseded data were derived.
 GD1707
 GD1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6872704870(NAD 83)
 GD1707_MARKER: DS = TRIANGULATION STATION DISK
 GD1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1707
 GD1707  HISTORY     - Date     Condition        Report By
 GD1707  HISTORY     - 1959     MONUMENTED       CGS
 GD1707
 GD1707                          STATION DESCRIPTION
 GD1707
 GD1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1707'THE STATION IS ABOUT 4 MILES WEST OF THE SMALL VILLAGE OF MISTON,
 GD1707'ABOUT 2 MILES EAST OF THE MISSISSIPPI RIVER, ON THE NORTH SIDE OF
 GD1707'STATE HIGHWAY 103.  IT IS 21 FEET NORTH OF THE CENTERLINE OF STATE
 GD1707'HIGHWAY 103, 10 INCHES SOUTH OF A WIRE FENCE, 3 FEET WEST OF A
 GD1707'WHITE WITNESS POST AND 309 FEET EAST OF THE CENTER OF HIGHWAY 103,
 GD1707'A SIDE ROAD SOUTH AND A DIM ROAD NORTH.  THE MONUMENT IS FLUSH AND
 GD1707'THE DISK IS STAMPED MOON 1959.
 GD1707'
 GD1707'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD CROSSING IN
 GD1707'MISTON, GO WEST ON STATE HIGHWAY 103 FOR 3.9 MILES TO THE STATION ON
 GD1707'THE RIGHT, ON THE NORTH SIDE OF THE ROAD.
 GD1707'
 GD1707'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 103
 GD1707'FOR 0.05 MILE TO A SIDE ROAD LEFT AND A DIM ROAD RIGHT.  TURN LEFT
 GD1707'AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A DRIVEWAY LEFT,
 GD1707'AT A POINT WHERE THE GRAVELED ROAD CURVES TO THE WEST.  TURN
 GD1707'LEFT ON THE GRAVELED DRIVEWAY AND GO EAST FOR 0.05 MILE TO THE
 GD1707'AZIMUTH MARK ON THE RIGHT.
 GD1707'
 GD1707'REFERENCE MARK 1 IS 23 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 103,
 GD1707'62 FEET WEST OF A FENCE CORNER AND 6 INCHES NORTH OF A WIRE FENCE.
 GD1707'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED MOON NO 1
 GD1707'1959.
 GD1707'
 GD1707'X 95 USED IS A STANDARD U.S. ENGINEER DEPARTMENT DISK RIVITED TO THE
 GD1707'TOP OF A 4 INCH PIPE THAT PROJECTS 14 INCHES.  THE DISK IS STAMPED
 GD1707'X 95 1957.  IT IS 26 FEET NORTH OF A WIRE FENCE, 48 FEET NORTH OF
 GD1707'THE CENTERLINE OF HIGHWAY 103, 64 FEET SOUTH OF AN 18 INCH HICKORY
 GD1707'TREE AND 54 FEET WEST OF A 24 INCH SYCAMORE TREE.
 GD1707'
 GD1707'BENCH MARK P 95 IS A STANDARD U.S. COAST AND GEODETIC SURVEY DISK SET
 GD1707'IN THE TOP OF A 4 INCH TILE THAT PROJECTS 1 INCH.  THE DISK IS
 GD1707'STAMPED P 95 1957.  IT IS 1 FOOT SOUTHWEST OF A WHITE WITNESS POST,
 GD1707'13 FEET NORTHWEST OF A TWIN TRUNK TREE, 38 FEET NORTH OF A WIRE
 GD1707'FENCE AND 49 FEET NORTH OF THE CENTERLINE OF HIGHWAY 103.
 GD1707'
 GD1707'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WIRE FENCE, 1 FOOT WEST OF A
 GD1707'WHITE WITNESS POST AND 23 FEET EAST OF AN EAST GATE POST.  THE
 GD1707'MONUMENT IS FLUSH AND THE DISK IS STAMPED MOON 1959.
 GD1707'
 GD1707'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1559 ***********************************************************************
 FC1559  DESIGNATION -  MOONEY
 FC1559  PID         -  FC1559
 FC1559  STATE/COUNTY-  TN/MCMINN
 FC1559  USGS QUAD   -  RICEVILLE (1990)
 FC1559
 FC1559                         *CURRENT SURVEY CONTROL
 FC1559  ___________________________________________________________________
 FC1559* NAD 83(1995)-  35 25 59.45307(N)    084 40 59.48956(W)     ADJUSTED  
 FC1559* NAVD 88     -       245.076  (meters)     804.05   (feet)  ADJUSTED  
 FC1559  ___________________________________________________________________
 FC1559  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FC1559  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1559  DYNAMIC HT  -         244.837 (meters)     803.27  (feet)  COMP
 FC1559  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 FC1559
 FC1559  HORZ ORDER  -  SECOND
 FC1559  VERT ORDER  -  SECOND    CLASS 0
 FC1559
 FC1559.The horizontal coordinates were established by classical geodetic methods
 FC1559.and adjusted by the National Geodetic Survey in April 1999..
 FC1559
 FC1559.The orthometric height was determined by differential leveling
 FC1559.and adjusted by the National Geodetic Survey in June 1991..
 FC1559
 FC1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1559
 FC1559.The geoid height was determined by GEOID03.
 FC1559
 FC1559.The dynamic height is computed by dividing the NAVD 88
 FC1559.geopotential number by the normal gravity value computed on the
 FC1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1559.degrees latitude (g = 980.6199 gals.).
 FC1559
 FC1559.The modeled gravity was interpolated from observed gravity values.
 FC1559
 FC1559;                    North         East     Units Scale Factor Converg.
 FC1559;SPC TN       -   122,832.033   719,565.221   MT  0.99997273   +0 46 15.3
 FC1559;SPC TN       -   402,991.43  2,360,773.56   sFT  0.99997273   +0 46 15.3
 FC1559;UTM  16      - 3,923,548.895   710,311.352   MT  1.00014510   +1 20 37.2
 FC1559
 FC1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1559!SPC TN       -   0.99996629  x   0.99997273  =   0.99993902
 FC1559!UTM  16      -   0.99996629  x   1.00014510  =   1.00011139
 FC1559
 FC1559:                Primary Azimuth Mark                     Grid Az
 FC1559:SPC TN       -  MOONEY AZ MK 2                           089 09 11.7
 FC1559:UTM  16      -  MOONEY AZ MK 2                           088 34 49.8
 FC1559
 FC1559|---------------------------------------------------------------------|
 FC1559| PID    Reference Object                     Distance      Geod. Az  |
 FC1559|                                                           dddmmss.s |
 FC1559| CZ4945 MOONEY AZ MK 2                                     0895527.0 |
 FC1559| FC0541 MOONEY RM 1                          21.565 METERS 10734     |
 FC1559| FC0545 MOONEY AZ MK                                       1151505.2 |
 FC1559| FC0543 MOONEY 2                             17.948 METERS 14029     |
 FC1559| FC1588 MOONEY RM 3                          16.812 METERS 18721     |
 FC1559| FC1589 MOONEY RM 4                          20.880 METERS 28946     |
 FC1559| FC0544 MOONEY RM 2                          36.497 METERS 32244     |
 FC1559|---------------------------------------------------------------------|
 FC1559
 FC1559                          SUPERSEDED SURVEY CONTROL
 FC1559
 FC1559  NAD 83(1995)-  35 25 59.45691(N)    084 40 59.48996(W) AD(       ) 2
 FC1559  NAD 83(1995)-  35 25 59.45620(N)    084 40 59.49007(W) AD(       ) 2
 FC1559  NAD 83(1995)-  35 25 59.45675(N)    084 40 59.48993(W) AD(       ) 2
 FC1559  NAD 83(1986)-  35 25 59.46085(N)    084 40 59.48770(W) AD(       ) 2
 FC1559  NAD 27      -  35 25 59.19680(N)    084 40 59.71600(W) AD(       ) 2
 FC1559  NGVD 29 (??/??/92)  245.142  (m)          804.27   (f) ADJ UNCH    2 0
 FC1559
 FC1559.Superseded values are not recommended for survey control.
 FC1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1559.See file dsdata.txt to determine how the superseded data were derived.
 FC1559
 FC1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1031123549(NAD 83)
 FC1559_MARKER: DE = TRAVERSE STATION DISK
 FC1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1559
 FC1559  HISTORY     - Date     Condition        Report By
 FC1559  HISTORY     - 1961     MONUMENTED       CGS
 FC1559  HISTORY     - 1964     GOOD             TVA
 FC1559  HISTORY     - 1969     GOOD             CGS
 FC1559  HISTORY     - 1971     SEE DESCRIPTION  NGS
 FC1559
 FC1559                          STATION DESCRIPTION
 FC1559
 FC1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FC1559'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF ATHENS, ABOUT 3-1/2
 FC1559'MILES NORTH OF RICEVILLE AND ON THE PROPERTY OF MR. E. D.
 FC1559'MOONEYHAMM.
 FC1559'
 FC1559'TO REACH THE STATION FROM THE POST OFFICE IN RICEVILLE, GO NORTH ON
 FC1559'AN OILED ROAD, CROSSING A RAILROAD TRACKS, FOR 0.1 MILE TO THE
 FC1559'JUNCTION OF U.S. HIGHWAY 11, TURN RIGHT, ON U.S. HIGHWAY 11 AND GO
 FC1559'3.65 MILES TO A CROSSROAD, TURN LEFT, ON A GRAVELED ROAD AND GO
 FC1559'0.5 MILE TO A FORK, TAKE RIGHT FORK, AND GO 0.7 MILE TO A FORK AND
 FC1559'THE AZIMUTH MARK ON THE LEFT, TAKE RIGHT FORK, AND GO 0.5 MILE TO A
 FC1559'REVERSE Y AND THE STATION ON THE LEFT.
 FC1559'
 FC1559'STATION MARK IS 39 FEET SOUTHEAST OF FLOYD FOWSTS MAIL BOX, 31 FEET
 FC1559'SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 19 FEET
 FC1559'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 3.9 FEET
 FC1559'NORTHEAST OF A METAL WITNESS POST. THE MARK IS A STANDARD
 FC1559'TRAVERSE DISK SET IN A SQUARE CONCRETE POST, FLUSH, AND IS STAMPED
 FC1559'MOONEY 1961.
 FC1559'
 FC1559'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FC1559'GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS A
 FC1559'STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH, AND IS STAMPED
 FC1559'MOONEY NO 1 1961.
 FC1559'
 FC1559'REFERENCE MARK NO. 2 IS 80 FEET SOUTHEAST OF FLOYD FOWSTS MAIL BOX
 FC1559'AND 12 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.
 FC1559'THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH, AND
 FC1559'IS STAMPED MOONEY NO 2 1961.
 FC1559'
 FC1559'AZIMUTH MARK IS 34 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1559'ROAD, 11 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FC1559'ROAD AND 2.5 FEET WEST OF A METAL WITNESS POST AND WIRE FENCE. THE
 FC1559'MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH,
 FC1559'AND IS STAMPED MOONEY 1961.
 FC1559'
 FC1559'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 FC1559
 FC1559                          STATION RECOVERY (1964)
 FC1559
 FC1559'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 FC1559'STATION, R.M. 1 AND R.M. 2, AZIMUTH MARK FOUND IN GOOD CONDITION.
 FC1559
 FC1559                          STATION RECOVERY (1969)
 FC1559
 FC1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FC1559'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FC1559'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 2 HAD
 FC1559'BEEN STRUCK BY A ROAD GRADER AND WAS FOUND LAYING IN THE DITCH, AND
 FC1559'THE DISK WAS REMOVED. THE ORIGINAL AZIMUTH MARK FOR THIS
 FC1559'STATION WILL BE OBSTRUCTED BY THE FILL FOR A GRADE SEPERATION WHEN
 FC1559'INTERSTATE ROUTE 75 IS BUILT.  THEREFORE, ANOTHER AZIMUTH MARK NO. 2
 FC1559'WAS ESTABLISHED AND TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.
 FC1559'THE STATION WAS THEN OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED
 FC1559'USING THE 1961 AZIMUTH MARK AS THE INITIAL. AS ALL MARKS AT THIS
 FC1559'STATION WERE BENCH MARKS, ELEVATIONS WERE TRANSFERRED TO THE NEWLY
 FC1559'ESTABLISHED REFERENCE MARKS FROM BENCH MARK MOONEY 1961. IN
 FC1559'RUNNING THESE LEVELS, A DISCREPANCY OF PLUS 0.041 OF A FOOT WAS NOTED
 FC1559'IN THE ELEVATION FOR MOONEY R.M. 1 1961.  IN CHECKING THE HORIZONTAL
 FC1559'DISTANCE MEASUREMENT BETWEEN THE STA AND REFERENCE MARK NO 1 A
 FC1559'DISCREPANCY OF MINUS 0.10 FOOT WAS NOTED, HOWEVER, THE HORIZONTAL
 FC1559'ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK NO. 1 CHECKED
 FC1559'WITHIN 18.6 SEC.  THERE DOES NOT APPEAR TO HAVE BEEN ANY
 FC1559'DISTURBANCE OF THIS MARK, AND THERE SURELY HAS BEEN NONE AT THE
 FC1559'STATION MARK AS IT WAS LOCATED IN A SMALL FENCED TRIANGLE AT THE
 FC1559'INTERSECTION OF A Y AND SEVERAL FEET ABOVE THE ROADS.
 FC1559'
 FC1559'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FC1559'
 FC1559'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF ATHENS, 3-1/2 MILES
 FC1559'NORTH OF RICEVILLE, AND IN THE CENTER OF A VERY WIDE PLOT OF
 FC1559'GROUND SEPERATING THE NORTH AND SOUTH BOUND LANES OF PROPOSED
 FC1559'INTERSTATE ROUTE 75.
 FC1559'
 FC1559'THE STATION IS 84 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE Y
 FC1559'INTERSECTION OF A GRAVELED ROAD AND A GRADED ROAD, 31 FEET
 FC1559'SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 19 FEET
 FC1559'NORTHEAST OF THE APPROXIMATE CENTER OF THE GRADED ROAD, AND 0.7 OF
 FC1559'A FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FC1559'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 FC1559'PROJECTS 1 INCH AND THE DISK IS STAMPED MOONEY 1961.
 FC1559'
 FC1559'REFERENCE MARK NO. 1 IS 61 FEET SOUTHEAST OF A FENCE CORNER POST, 16
 FC1559'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 FC1559'ABOUT 4 FEET BELOW THE ELEVATION OF THE STATION, AND 0.9 OF A FOOT
 FC1559'NORTHWEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FC1559'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 FC1559'AND THE DISK IS STAMPED MOONEY NO 1 1961.
 FC1559'
 FC1559'REFERENCE MARK NO. 3 IS ACROSS THE GRADED ROAD FORM THE STATION, 19
 FC1559'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRADED ROAD, 7
 FC1559'FEET SOUTH OF A 14-INCH VIRGINIA PINE TREE, 1.2 FEET NORTHEAST OF A
 FC1559'METAL WITNESS POST AND SIGN, ABOUT 1.2 FEET BELOW THE ELEVATION OF
 FC1559'THE STATION, AND NEAR THE NORTHEAST EDGE OF A WOODS, IT IS A STANDARD
 FC1559'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT
 FC1559'PROJECTS 3 INCHES AND THE DISK IS STAMPED MOONEY 1961 NO 3 1969.
 FC1559'
 FC1559'REFERENCE MARK NO. 4 IS 41 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FC1559'THE INTERSECTION OF THE GRAVELED ROAD AND THE GRADED ROAD,
 FC1559'ABOUT 3.2 FEET ABOVE THE ELEVATION OF THE STATION, 1.0 FOOT NORTHEAST
 FC1559'OF A METAL WITNESS POST AND SIGN, AND NEAR THE NORTHEAST EDGE OF A
 FC1559'SMALL CLEARING. IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 FC1559'ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK
 FC1559'IS STAMPED MOONEY 1961 NO 4 1969.
 FC1559'
 FC1559'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FC1559'REFERENCE MARK NO. 3 IS 81.66 FEET-24.891 METERS.
 FC1559'
 FC1559'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 FC1559'REFERENCE MARK NO. 4 IS 139.24 FEET-42.441 METERS.
 FC1559'
 FC1559'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FC1559'REFERENCE MARK NO. 4 IS 96.74 FEET-29.487 METERS.
 FC1559'
 FC1559'THE 1961 AZIMUTH MARK IS 107 FEET NORTHEAST OF THE NORTHEAST CORNER
 FC1559'OF A FRAME HOUSE, 33 FEET SOUTHWEST OF THE APPROXIMATE
 FC1559'CENTER OF A GRAVELED ROAD, 26 FEET SOUTHEAST OF THE APPROXIMATE
 FC1559'CENTER OF THE INTERSECTION OF TWO GRAVELED ROADS, 11 FEET EAST
 FC1559'SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED T ROAD, AND 0.8
 FC1559'OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN. IT IS A
 FC1559'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC1559'MONUMENT AND THE DISK IS STAMPED MOONEY 1961.
 FC1559'
 FC1559'THE AZIMUTH MARK NO 2 1969 IS 48 FEET EAST AND ACROSS A GRAVELED
 FC1559'ROAD FROM TRANSFORMER POLE NO. T4OMT10, 33 FEET NORTH OF THE
 FC1559'NORTH CORNER OF A WHITE, CEMENT BLOCK HOUSE, 18 FEET SOUTHEAST OF THE
 FC1559'APPROXIMATE CENTER OF THE GRAVELED ROAD, 6 FEET SOUTHWEST OF A
 FC1559'24-INCH MAPLE TREE, AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST
 FC1559'AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 FC1559'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MOONEY 1961
 FC1559'NO 2 1969.
 FC1559'
 FC1559'TO REACH THE STATION FROM THE NEW POST OFFICE IN RICEVILLE, GO
 FC1559'NORTHEASTERLY ON U.S. HIGHWAY 11 FOR 3.65 MILES TO A CROSSROAD.
 FC1559'HERE TURN LEFT AND GO NORTHWESTERLY ON A GRAVELED ROAD FOR 0.5 OF A
 FC1559'MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE NORTHWESTERLY
 FC1559'FOR 0.7 OF A MILE TO A GRAVELED ROAD SHARP LEFT AND THE 1961 AZIMUTH
 FC1559'MRK ON THE LEFT.  CONTINUE NORTHWESTERLY ON THE GRAVELED ROAD
 FC1559'FOR 0.5 OF A MILE TO A POINT WHERE A GRADED ROAD SHARP LEFT FORMS A
 FC1559'REVERSE Y AND THE STATION ON THE LEFT IN THE Y FORMED BY THE TWO
 FC1559'ROADS.
 FC1559'
 FC1559'TO REACH THE NO 2 1969 AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 FC1559'ON THE GRAVELED ROAD FOR 0.75 OF A MILE TO A GRAVELED T ROAD
 FC1559'LEFT, TURN LEFT AND GO NORTHEASTERLY ALONG THE GRAVELED ROAD FOR 0.3
 FC1559'OF A MILE TO A WHITE, CONCRETE BLOCK HOUSE ON THE RIGHT AND THE
 FC1559'MARK ON THE RIGHT ATOP A BANK.
 FC1559'
 FC1559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 3-1/2 MILES
 FC1559'NORTH OF RICEVILLE.
 FC1559
 FC1559                          STATION RECOVERY (1971)
 FC1559
 FC1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FC1559'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1969
 FC1559'RECOVERY NOTE, HOWEVER, DUE TO CONSTRUCTION CHANGES FOR A GRADE
 FC1559'SEPARATION NEAR THE STATION SITE, THE STATION MARK AND REFERENCE MARK
 FC1559'NO. 4 1969 WOULD BE DESTROYED. A NEW STATION MOONEY 2 1971 AND
 FC1559'REFERENCE MARK NO. 5 WERE ESTABLISHED THIS DATE, AND A TRAVERSE TIE
 FC1559'MADE, THE DISTANCE BEING 55.888 FEET AND 17.9491 METERS. THE
 FC1559'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND REFERENCE MARK
 FC1559'NO. 3 AND REFERENCE MARK NO. 4 WERE VERIFIED. THE CONCRETE
 FC1559'MONUMENT FOR REFERENCE MARK NO 1 1961 WAS FOUND TILTED AND THE
 FC1559'MONUMENT WAS REMOVED AND RESET AND THE DISK ALTERED TO READ MOONEY
 FC1559'2 NO 5 1971. THE STATION WAS OCCUPIED AND ALL HORIZONTAL
 FC1559'ANGLES OBSERVED USING MOONEY 1961 AZIMUTH MARK AS THE INITIAL, AND
 FC1559'THE HORIZONTAL ANGLES AS OBSERVED THIS DATE BETWEEN
 FC1559'THE 1961 AZIMUTH MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 FC1559'CHECKED THE 1969 OBSERVATIONS WITHIN THE
 FC1559'REQUIRED LIMITS. THE TRIANGLE MOONEY 1961-MOONEY 1961 AZIMUTH MARK
 FC1559'AND MOONEY 2 1971 WAS CLOSED. AS ALL MARKS AT THIS STATION WERE
 FC1559'BENCH MARKS, AN ELEVATION WAS TRANSFERRED FROM BENCH MARK MOONEY
 FC1559'1961 TO THE NEWLY SET MARKS MOONEY 2 1971 AND MOONEY 2 R.M. NO 5
 FC1559'1971. AFTER ALL OBSERVATIONS WERE COMPLETED AND THE RECORDS
 FC1559'CHECKED, THE ORIGINAL STATION MOONEY 1961 AND REFERENCE MARK MOONEY
 FC1559'1961 NO 4 1969 WERE DESTROYED AND THE DISK REMOVED.
 FC1559'
 FC1559'SEE DESCRIPTION FOR MOONEY 2 1971.
 FC1559'
 FC1559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 3.5 MILES
 FC1559'NORTH OF RICEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0543 ***********************************************************************
 FC0543  DESIGNATION -  MOONEY 2
 FC0543  PID         -  FC0543
 FC0543  STATE/COUNTY-  TN/MCMINN
 FC0543  USGS QUAD   -  RICEVILLE (1990)
 FC0543
 FC0543                         *CURRENT SURVEY CONTROL
 FC0543  ___________________________________________________________________
 FC0543* NAD 83(1995)-  35 25 59.00380(N)    084 40 59.03680(W)     ADJUSTED  
 FC0543* NAVD 88     -       245.21   (+/-2cm)     804.5    (feet)  VERTCON   
 FC0543  ___________________________________________________________________
 FC0543  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FC0543  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC0543
 FC0543  HORZ ORDER  -  THIRD
 FC0543  VERT ORDER  -  THIRD (See Below)
 FC0543
 FC0543.The horizontal coordinates were established by classical geodetic methods
 FC0543.and adjusted by the National Geodetic Survey in April 1999..
 FC0543.No horizontal observational check was made to the station.
 FC0543
 FC0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0543.The vertical order pertains to the NGVD 29 superseded value.
 FC0543
 FC0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC0543
 FC0543.The geoid height was determined by GEOID03.
 FC0543
 FC0543;                    North         East     Units Scale Factor Converg.
 FC0543;SPC TN       -   122,818.342   719,576.826   MT  0.99997274   +0 46 15.5
 FC0543;SPC TN       -   402,946.51  2,360,811.64   sFT  0.99997274   +0 46 15.5
 FC0543;UTM  16      - 3,923,535.319   710,323.095   MT  1.00014517   +1 20 37.5
 FC0543
 FC0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC0543!SPC TN       -   0.99996627  x   0.99997274  =   0.99993901
 FC0543!UTM  16      -   0.99996627  x   1.00014517  =   1.00011144
 FC0543
 FC0543:                Primary Azimuth Mark                     Grid Az
 FC0543:SPC TN       -  MOONEY AZ MK 2                           088 38 25.3
 FC0543:UTM  16      -  MOONEY AZ MK 2                           088 04 03.3
 FC0543
 FC0543|---------------------------------------------------------------------|
 FC0543| PID    Reference Object                     Distance      Geod. Az  |
 FC0543|                                                           dddmmss.s |
 FC0543| CZ4945 MOONEY AZ MK 2                                     0892440.8 |
 FC0543| FC0545 MOONEY AZ MK                                       1144224.2 |
 FC0543| FC0542 MOONEY 2 RM 5                         5.907 METERS 13618     |
 FC0543| FC1588 MOONEY RM 3                          13.863 METERS 25814     |
 FC0543| FC1559 MOONEY                               17.948 METERS 32029     |
 FC0543|---------------------------------------------------------------------|
 FC0543
 FC0543                          SUPERSEDED SURVEY CONTROL
 FC0543
 FC0543  NAD 83(1995)-  35 25 59.00764(N)    084 40 59.03720(W) AD(       ) 3
 FC0543  NAD 83(1995)-  35 25 59.00693(N)    084 40 59.03731(W) AD(       ) 3
 FC0543  NAD 83(1995)-  35 25 59.00748(N)    084 40 59.03717(W) AD(       ) 3
 FC0543  NAD 83(1986)-  35 25 59.01158(N)    084 40 59.03494(W) AD(       ) 3
 FC0543  NAD 27      -  35 25 58.74749(N)    084 40 59.26330(W) AD(       ) 3
 FC0543  NGVD 29 (??/??/??)  245.27   (m)          804.7    (f) RESET       3  
 FC0543
 FC0543.Superseded values are not recommended for survey control.
 FC0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0543.See file dsdata.txt to determine how the superseded data were derived.
 FC0543
 FC0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE1032323535(NAD 83)
 FC0543_MARKER: DE = TRAVERSE STATION DISK
 FC0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0543_STAMPING: MOONEY 2 1971
 FC0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0543+STABILITY: SURFACE MOTION
 FC0543
 FC0543  HISTORY     - Date     Condition        Report By
 FC0543  HISTORY     - 1971     MONUMENTED       NGS
 FC0543  HISTORY     - 1971     GOOD             NGS
 FC0543
 FC0543                          STATION DESCRIPTION
 FC0543
 FC0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FC0543'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF ATHENS, 3.5 MILES
 FC0543'NORTH OF RICEVILLE, NEAR A GRADE SEPARATION OVERPASS OF
 FC0543'THE INTERSTATE ROUTE 75, AND BETWEEN THE NORTH AND SOUTH BOUND LANES
 FC0543'OF THE INTERSTATE.
 FC0543'
 FC0543'TO REACH THE STATION FROM THE NEW POST OFFICE IN RICEVILLE, GO
 FC0543'NORTHEASTERLY ON U. S. HIGHWAY 11 FOR 3.65 MILES TO A
 FC0543'CROSSROAD. HERE TURN LEFT AND GO NORTHWESTERLY ON A GRAVELED ROAD FOR
 FC0543'0.5 OF A MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE
 FC0543'NORTHWESTERLY FOR 0.7 OF A MILE TO A GRAVELED ROAD SHARP LEFT AND THE
 FC0543'1961 AZIMUTH MARK ON THE LEFT. CONTINUE NORTHWESTERLY ON THE
 FC0543'GRAVELED ROAD FOR 0.5 OF A MILE TO A POINT WHERE A GRADED ROAD SHARP
 FC0543'LEFT FORMS A REVERSE Y, AND THE STATION EAST-SOUTHEAST
 FC0543'BETWEEN THE NORTH AND SOUTH BOUND LANES OF THE INTERSTATE
 FC0543'
 FC0543'THE STATION IS 52 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 FC0543'GRAVELED ROAD, 24 FEET NORTHEAST OF THE APPROXIMATE
 FC0543'CENTER OF THE OLD GRADED ROAD, 19 FEET NORTH OF AN 8-INCH CEDAR TREE,
 FC0543'AND 1.0 FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.
 FC0543'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 FC0543'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FC0543'MOONEY 2 1971. THE UNDERGROUND MARK IS ABOUT 36 INCHES BELOW THE
 FC0543'SURFACE.
 FC0543'
 FC0543'REFERENCE MARK NO. 3 IS ACROSS THE OLD GRADED ROAD WEST-SOUTHWEST OF
 FC0543'THE STATION, 19 FEET SOUTHWEST OF THE APPROXIMATE
 FC0543'CENTER OF THE GRADED ROAD, 7 FEET SOUTH OF A 14-INCH VIRGINIA PINE
 FC0543'TREE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, AND
 FC0543'ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION. IT IS A STANDARD
 FC0543'DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FC0543'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED MOONEY 1961 NO 3 1969.
 FC0543'THE ARROW ON THIS MARK POINTS ABOUT 67 DEG LEFT OF MOONEY 2
 FC0543'1971 AND TO THE SITE OF OLD STATION MOONEY 1961.
 FC0543'
 FC0543'REFERENCE MARK NO. 5 IS 57 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FC0543'OF THE GRAVELED ROAD, 26 FEET NORTHEAST OF THE APPROXIMATE
 FC0543'CENTER OF THE OLD GRADED ROAD, 17 FEET EAST OF THE 8-INCH CEDAR TREE,
 FC0543'1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND ABOUT THE
 FC0543'SAME ELEVATION AS THE STATION. IT IS A STANDARD DISK SET IN THE TOP
 FC0543'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 FC0543'INCHES AND THE DISK IS STAMPED MOONEY 2 NO 5 1971.
 FC0543'
 FC0543'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 FC0543'REFERENCE MARK NO. 5 IS 58.11 FEET-17.710 METERS.
 FC0543'
 FC0543'THE 1961 AZIMUTH MARK IS 107 FEET NORTHEAST OF THE NORTHEAST CORNER
 FC0543'OF A FRAME HOUSE, 33 FEET SOUTHWEST OF THE APPROXIMATE
 FC0543'CENTER OF THE GRAVELED ROAD LEADING TO THE STATION, 26 FEET SOUTHEAST
 FC0543'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF A GRAVELED
 FC0543'T ROAD LEADING SOUTHEAST, 11 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 FC0543'CENTER OF THE T ROAD, AND 0.8 OF A FOOT NORTH OF A METAL
 FC0543'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0543'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0543'STAMPED MOONEY 1961. NOTE-THIS MARK WILL BE OBSTRUCTED FROM
 FC0543'MOONEY 2 1971 BY FILL ON INTERSTATE ROUTE 75 WHEN THE WORK IS
 FC0543'COMPLETED. THE MARK WAS NOT REMOVED AS IT IS A BENCH MARK.
 FC0543'
 FC0543'THE AZIMUTH MARK MOONEY NO 2 1969 IS 48 FEET EAST AND ACROSS A
 FC0543'GRAVELED ROAD FROM POWERLINE TRANSFORMER POLE NO T40MT10, 33
 FC0543'FEET NORTH OF THE NORTH CORNER OF A CONCRETE BLOCK HOUSE, 18 FEET
 FC0543'SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 6
 FC0543'FEET SOUTHWEST OF A 24-INCH MAPLE TREE, AND 1.0 FOOT SOUTHWEST OF A
 FC0543'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN
 FC0543'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 FC0543'IS STAMPED MOONEY 1961 NO 2 1969.
 FC0543'
 FC0543'TO REACH THE MOONEY NO 2 1969 AZIMUTH MARK FROM THE STATION, GO
 FC0543'SOUTHEAST ON THE GRAVELED ROAD FOR 0.75 OF A MILE TO A
 FC0543'GRAVELED T ROAD LEFT, TURN LEFT ON THIS GRAVELED ROAD AND GO
 FC0543'NORTHEASTERLY FOR 0.3 OF A MILE TO A WHITE, CONCRETE BLOCK
 FC0543'HOUSE ON THE RIGHT AND THE MARK ON THE RIGHT ATOP A BANK
 FC0543
 FC0543                          STATION RECOVERY (1971)
 FC0543
 FC0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FC0543'3.5 MI N FROM RICEVILLE.
 FC0543'FROM THE NEW POST OFFICE IN RICEVILLE, GO NORTHEASTERLY ON
 FC0543'U.S. HIGHWAY 11 FOR 3.65 MILES TO A CROSSROAD, THENCE LEFT,
 FC0543'NORTHWESTERLY FOR 0.5 OF A MILE ALONG A GRAVELED ROAD TO A FORK,
 FC0543'KEEP RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 1.2 MILES TO A
 FC0543'GRADED ROAD SHARP LEFT JUST AFTER CROSSING OVER INTERSTATE
 FC0543'ROUTE 75 AND THE MOONEY 2 1971 TRAVERSE STATION SITE EAST-SOUTHEAST
 FC0543'BETWEEN THE INTERSTATE LANES.  IT IS 52 FEET SOUTHWEST OF THE
 FC0543'APPROXIMATE CENTER OF THE GRAVELED ROAD, 45.48 FEET NORTH-NORTHEAST
 FC0543'OF MOONEY 1961 R.M. 3 1961, 24 FEET NORTHEAST OF THE APPROXIMATE
 FC0543'CENTER OF THE GRADED ROAD, 19.38 FEET NORTHWEST OF MOONEY 2
 FC0543'R.M. 5 1971, 19 FEET NORTH OF AN 18-INCH CEDAR TREE, AND 1.0 FOOT
 FC0543'NORTHWEST OF A METAL WITNESS POST AND SIGN.  A STANDARD TRAVERSE
 FC0543'STATION DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT
 FC0543'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED MOONEY 2 1971.
 FC0543'AN ELEVATION WAS TRANSFERRED TO THIS MARK FROM BENCH MARK MOONEY
 FC0543'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0542 ***********************************************************************
 FC0542  DESIGNATION -  MOONEY 2 RM 5
 FC0542  PID         -  FC0542
 FC0542  STATE/COUNTY-  TN/MCMINN
 FC0542  USGS QUAD   -  RICEVILLE (1990)
 FC0542
 FC0542                         *CURRENT SURVEY CONTROL
 FC0542  ___________________________________________________________________
 FC0542* NAD 83(1986)-  35 25 59.     (N)    084 41 00.     (W)     SCALED    
 FC0542* NAVD 88     -       245.14   (+/-2cm)     804.3    (feet)  VERTCON   
 FC0542  ___________________________________________________________________
 FC0542  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC0542
 FC0542  VERT ORDER  -  THIRD (See Below)
 FC0542
 FC0542.The horizontal coordinates were scaled from a topographic map and have
 FC0542.an estimated accuracy of +/- 6 seconds.
 FC0542
 FC0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC0542.The vertical order pertains to the NGVD 29 superseded value.
 FC0542
 FC0542.The geoid height was determined by GEOID03.
 FC0542
 FC0542;                    North         East    Units  Estimated Accuracy
 FC0542;SPC TN       -   122,820.      719,550.      MT  (+/- 180 meters Scaled)
 FC0542
 FC0542                          SUPERSEDED SURVEY CONTROL
 FC0542
 FC0542  NGVD 29 (??/??/??)  245.20   (m)          804.5    (f) RESET       3  
 FC0542
 FC0542.Superseded values are not recommended for survey control.
 FC0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0542.See file dsdata.txt to determine how the superseded data were derived.
 FC0542
 FC0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE102235(NAD 83)
 FC0542_MARKER: DR = REFERENCE MARK DISK
 FC0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0542_STAMPING: MOONEY 2 NO 5 1971
 FC0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0542+STABILITY: SURFACE MOTION
 FC0542
 FC0542  HISTORY     - Date     Condition        Report By
 FC0542  HISTORY     - 1971     MONUMENTED       NGS
 FC0542  HISTORY     - 1971     GOOD             NGS
 FC0542
 FC0542                          STATION DESCRIPTION
 FC0542
 FC0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FC0542'3.5 MI N FROM RICEVILLE.
 FC0542'THIS MARK IS LOCATED AT THE MOONEY 2 1971 TRAVERSE STATION
 FC0542'SITE, 58.11 FEET EAST OF MOONEY 1961 R.M. 3 1969, 57 FEET
 FC0542'SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 26 FEET
 FC0542'NORTHEAST OF THE APPROXIMATE CENTER OF AN OLD GRADED ROAD,
 FC0542'19.38 FEET SOUTHEAST OF MOONEY 2 1971, 17 FEET EAST OF AN 8-INCH
 FC0542'CEDAR TREE, AND 1.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 FC0542'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN 10-INCH,
 FC0542'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 FC0542'STAMPED MOONEY 2 NO 5 1971.  AN ELEVATION WAS TRANSFERRED TO THIS
 FC0542'MARK FROM BENCH MARK MOONEY 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0545 ***********************************************************************
 FC0545  DESIGNATION -  MOONEY AZ MK
 FC0545  PID         -  FC0545
 FC0545  STATE/COUNTY-  TN/MCMINN
 FC0545  USGS QUAD   -  RICEVILLE (1990)
 FC0545
 FC0545                         *CURRENT SURVEY CONTROL
 FC0545  ___________________________________________________________________
 FC0545* NAD 83(1986)-  35 25 48.     (N)    084 40 31.     (W)     SCALED    
 FC0545* NAVD 88     -       236.851  (meters)     777.07   (feet)  ADJUSTED  
 FC0545  ___________________________________________________________________
 FC0545  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FC0545  DYNAMIC HT  -         236.619 (meters)     776.31  (feet)  COMP
 FC0545  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 FC0545
 FC0545  VERT ORDER  -  SECOND    CLASS 0
 FC0545
 FC0545.The horizontal coordinates were scaled from a topographic map and have
 FC0545.an estimated accuracy of +/- 6 seconds.
 FC0545
 FC0545.The orthometric height was determined by differential leveling
 FC0545.and adjusted by the National Geodetic Survey in June 1991..
 FC0545
 FC0545.The geoid height was determined by GEOID03.
 FC0545
 FC0545.The dynamic height is computed by dividing the NAVD 88
 FC0545.geopotential number by the normal gravity value computed on the
 FC0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0545.degrees latitude (g = 980.6199 gals.).
 FC0545
 FC0545.The modeled gravity was interpolated from observed gravity values.
 FC0545
 FC0545;                    North         East    Units  Estimated Accuracy
 FC0545;SPC TN       -   122,490.      720,290.      MT  (+/- 180 meters Scaled)
 FC0545
 FC0545                          SUPERSEDED SURVEY CONTROL
 FC0545
 FC0545  NGVD 29 (??/??/92)  236.916  (m)          777.28   (f) ADJ UNCH    2 0
 FC0545
 FC0545.Superseded values are not recommended for survey control.
 FC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0545.See file dsdata.txt to determine how the superseded data were derived.
 FC0545
 FC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE110232(NAD 83)
 FC0545_MARKER: DZ = AZIMUTH MARK DISK
 FC0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0545_STAMPING: MOONEY 1961
 FC0545_MARK LOGO: CGS   
 FC0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0545+STABILITY: SURFACE MOTION
 FC0545
 FC0545  HISTORY     - Date     Condition        Report By
 FC0545  HISTORY     - 1961     MONUMENTED       CGS
 FC0545  HISTORY     - 1969     GOOD             USGS
 FC0545  HISTORY     - 1971     GOOD             NGS
 FC0545
 FC0545                          STATION DESCRIPTION
 FC0545
 FC0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0545'5 MI N FROM RICEVILLE.
 FC0545'THIS MARK IS LOCATED 0.5 MILES EAST OF THE MOONEY 1961 STATION
 FC0545'SITE, AND AT A Y INTERSECTION, 34 FEET EAST OF THE APPROXIMATE
 FC0545'CENTER OF TWO GRAVELED ROADS THAT MAKE THE Y INTERSECTION,
 FC0545'11 FEET SOUTHEAST OF THE APPROXIMATE OF A GRAVELED ROAD, 2.5
 FC0545'FEET WEST OF A WITNESS SIGN AND WIRE FENCE.  THE DISK IS SET IN
 FC0545'THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FC0545
 FC0545                          STATION RECOVERY (1969)
 FC0545
 FC0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FC0545'TO REACH THE MARK FROM THE NEW POST OFFICE IN RICEVILLE, GO
 FC0545'NORTHEASTERLY ON U.S. HIGHWAY 11 FOR 3.65 MILES TO A CROSSROAD. HERE
 FC0545'TURN LEFT AND GO NORTHWESTERLY ON A GRAVELED ROAD FOR 0.5 OF A MILE
 FC0545'TO A FORK, KEEP THE RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 0.7 OF
 FC0545'A MILE TO A GRAVELED ROAD SHARP LEFT AND THE MARK ON THE LEFT AS
 FC0545'DESCRIBED. THIS POINT IS ABOUT 0.5 OF A MILE EAST-SOUTHEAST FROM THE
 FC0545'MOONEY 1961 TRAVERSE STATION SITE, 107 FEET NORTHEAST CORNER OF A
 FC0545'FRAME HOUSE, 33 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 FC0545'GRAVELED ROAD, 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 FC0545'INTERSECTION OF TWO GRAVELED ROADS, 11 FEET EAST-SOUTHEAST OF THE
 FC0545'APPROXIMATE CENTER OF THE GRAVELED "T" ROAD, AND 0.8 OF A FOOT NORTH
 FC0545'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD AZIMUTH MARK DISK
 FC0545'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 FC0545'DISK IS STAMPED MOONEY 1961.
 FC0545
 FC0545                          STATION RECOVERY (1971)
 FC0545
 FC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FC0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1588 ***********************************************************************
 FC1588  DESIGNATION -  MOONEY RM 3
 FC1588  PID         -  FC1588
 FC1588  STATE/COUNTY-  TN/MCMINN
 FC1588  USGS QUAD   -  RICEVILLE (1990)
 FC1588
 FC1588                         *CURRENT SURVEY CONTROL
 FC1588  ___________________________________________________________________
 FC1588* NAD 83(1986)-  35 25 59.     (N)    084 41 00.     (W)     SCALED    
 FC1588* NAVD 88     -       244.73   (meters)     802.9    (feet)  RESET     
 FC1588  ___________________________________________________________________
 FC1588  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1588
 FC1588  VERT ORDER  -  THIRD
 FC1588
 FC1588.The horizontal coordinates were scaled from a topographic map and have
 FC1588.an estimated accuracy of +/- 6 seconds.
 FC1588
 FC1588.The orthometric height was computed from unverified reset data.
 FC1588
 FC1588.The geoid height was determined by GEOID03.
 FC1588
 FC1588;                    North         East    Units  Estimated Accuracy
 FC1588;SPC TN       -   122,820.      719,550.      MT  (+/- 180 meters Scaled)
 FC1588
 FC1588                          SUPERSEDED SURVEY CONTROL
 FC1588
 FC1588.No superseded survey control is available for this station.
 FC1588
 FC1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE102235(NAD 83)
 FC1588_MARKER: DR = REFERENCE MARK DISK
 FC1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1588_STAMPING: MOONEY 1961 NO 3 1969
 FC1588_PROJECTION: PROJECTING 8 CENTIMETERS
 FC1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1588+STABILITY: SURFACE MOTION
 FC1588
 FC1588  HISTORY     - Date     Condition        Report By
 FC1588  HISTORY     - 1969     MONUMENTED       CGS
 FC1588
 FC1588                          STATION DESCRIPTION
 FC1588
 FC1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FC1588'5.0 MI NORTH FROM RICEVILLE.
 FC1588'3.65 MILES NORTHEASTERLY ALONG U.S. HIGHWAY 11 FROM THE
 FC1588'POST OFFICE IN RICEVILLE, TO A CROSSROAD, THENCE LEFT,
 FC1588'NORTHWESTERLY FOR 0.15 MILE ALONG A GRAVELED ROAD TO A FORK,
 FC1588'THENCE TAKE RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 1.2
 FC1588'MILES TO A GRADED ROAD SHARP LEFT, JUST AFTER CROSSING
 FC1588'OVER INTERSTATE HIGHWAY 75, AT THE STATION SITE, 96.7  FEET
 FC1588'SOUTHEAST OF MOONEY 1961 RM 4 1969, 81.66 FEET SOUTHWEST OFMOONEY
 FC1588'RM 1, 55.15 FEET SOUTH OF MOONEY 1961, 19 FEET SOUTHWEST OFTHE
 FC1588'APPROXIMATE CENTER OF A GRADED ROAD, AND 7 FEET SOUTH OF A 14-INCH
 FC1588'VIRGINIA PINE TREE, AND NEAR THE NORTHEAST EDGE OF A WOODS.
 FC1588'THE MARK IS 1.2 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1589 ***********************************************************************
 FC1589  DESIGNATION -  MOONEY RM 4
 FC1589  PID         -  FC1589
 FC1589  STATE/COUNTY-  TN/MCMINN
 FC1589  USGS QUAD   -  RICEVILLE (1990)
 FC1589
 FC1589                         *CURRENT SURVEY CONTROL
 FC1589  ___________________________________________________________________
 FC1589* NAD 83(1986)-  35 25 59.     (N)    084 41 00.     (W)     SCALED    
 FC1589* NAVD 88     -       246.06   (meters)     807.3    (feet)  RESET     
 FC1589  ___________________________________________________________________
 FC1589  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FC1589
 FC1589  VERT ORDER  -  THIRD
 FC1589
 FC1589.The horizontal coordinates were scaled from a topographic map and have
 FC1589.an estimated accuracy of +/- 6 seconds.
 FC1589
 FC1589.The orthometric height was computed from unverified reset data.
 FC1589
 FC1589.The geoid height was determined by GEOID03.
 FC1589
 FC1589;                    North         East    Units  Estimated Accuracy
 FC1589;SPC TN       -   122,820.      719,550.      MT  (+/- 180 meters Scaled)
 FC1589
 FC1589                          SUPERSEDED SURVEY CONTROL
 FC1589
 FC1589.No superseded survey control is available for this station.
 FC1589
 FC1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE102235(NAD 83)
 FC1589_MARKER: DR = REFERENCE MARK DISK
 FC1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1589_STAMPING: MOONEY 1961 NO 4 1969
 FC1589_PROJECTION: PROJECTING 13 CENTIMETERS
 FC1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1589+STABILITY: SURFACE MOTION
 FC1589
 FC1589  HISTORY     - Date     Condition        Report By
 FC1589  HISTORY     - 1969     MONUMENTED       CGS
 FC1589
 FC1589                          STATION DESCRIPTION
 FC1589
 FC1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FC1589'5.0 MI NORTH FROM RICEVILLE.
 FC1589'3.65 MILES NORTHEASTERLY ALONG U.S. HIGHWAY 11 FROM THE
 FC1589'POST OFFICE IN RICEVILLE, TO A CROSSROAD, THENCE LEFT,
 FC1589'NORTHWESTERLY FOR 0.15 MILE ALONG A GRAVELED ROAD TO A FORK,
 FC1589'THENCE TAKE RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 1.2
 FC1589'MILES TO A GRADED ROAD SHARP LEFT, JUST AFTER CROSSING
 FC1589'OVER INTERSTATE HIGHWAY 75, AT THE STATION SITE, 139.2 FEET
 FC1589'WEST-NORTHWEST OF MOONEY RM 1, 96.74 FEET NORTHWEST OF MOONEY
 FC1589'1961 RM 3 1969, 68.50 FEET WEST-NORTHWEST OF MOONEY 1961, 41 FEET
 FC1589'SOUTH OF THE APPROXIMATE CENTER OF THE INTERSECTION OF THE
 FC1589'GRAVELED ROAD AND THE GRADED ROAD, AND NEAR THE NORTHEAST EDGE OF A
 FC1589'SMALL CLEARING.
 FC1589'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0608 ***********************************************************************
 FD0608  DESIGNATION -  MOOR
 FD0608  PID         -  FD0608
 FD0608  STATE/COUNTY-  TN/RUTHERFORD
 FD0608  USGS QUAD   -  SMYRNA (1998)
 FD0608
 FD0608                         *CURRENT SURVEY CONTROL
 FD0608  ___________________________________________________________________
 FD0608* NAD 83(1995)-  35 57 32.26853(N)    086 33 38.11762(W)     ADJUSTED  
 FD0608* NAVD 88     -       214.141  (meters)     702.56   (feet)  ADJUSTED  
 FD0608  ___________________________________________________________________
 FD0608  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FD0608  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0608  DYNAMIC HT  -         213.955 (meters)     701.95  (feet)  COMP
 FD0608  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FD0608
 FD0608  HORZ ORDER  -  SECOND
 FD0608  VERT ORDER  -  SECOND    CLASS 0
 FD0608
 FD0608.The horizontal coordinates were established by classical geodetic methods
 FD0608.and adjusted by the National Geodetic Survey in April 1999..
 FD0608
 FD0608.The orthometric height was determined by differential leveling
 FD0608.and adjusted by the National Geodetic Survey in June 1991..
 FD0608
 FD0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0608
 FD0608.The geoid height was determined by GEOID03.
 FD0608
 FD0608.The dynamic height is computed by dividing the NAVD 88
 FD0608.geopotential number by the normal gravity value computed on the
 FD0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0608.degrees latitude (g = 980.6199 gals.).
 FD0608
 FD0608.The modeled gravity was interpolated from observed gravity values.
 FD0608
 FD0608;                    North         East     Units Scale Factor Converg.
 FD0608;SPC TN       -   180,507.136   549,431.891   MT  0.99995077   -0 19 41.5
 FD0608;SPC TN       -   592,213.83  1,802,594.46   sFT  0.99995077   -0 19 41.5
 FD0608;UTM  16      - 3,979,486.141   539,623.767   MT  0.99961935   +0 15 28.9
 FD0608
 FD0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0608!SPC TN       -   0.99997092  x   0.99995077  =   0.99992169
 FD0608!UTM  16      -   0.99997092  x   0.99961935  =   0.99959028
 FD0608
 FD0608|---------------------------------------------------------------------|
 FD0608| PID    Reference Object                     Distance      Geod. Az  |
 FD0608|                                                           dddmmss.s |
 FD0608| FD0610 MOOR RM 1                            19.813 METERS 08845     |
 FD0608| FD0607 MOOR AZ MK                                         1974103.1 |
 FD0608| FD1472 BENNETT                             APPROX. 6.2 KM 2403550.8 |
 FD0608| FD0609 MOOR RM 2                            15.892 METERS 30746     |
 FD0608|---------------------------------------------------------------------|
 FD0608
 FD0608                          SUPERSEDED SURVEY CONTROL
 FD0608
 FD0608  NAD 83(1995)-  35 57 32.27456(N)    086 33 38.12066(W) AD(       ) 2
 FD0608  NAD 83(1986)-  35 57 32.27954(N)    086 33 38.11925(W) AD(       ) 2
 FD0608  NAD 27      -  35 57 32.05140(N)    086 33 38.13700(W) AD(       ) 2
 FD0608  NGVD 29 (??/??/92)  214.157  (m)          702.61   (f) ADJ UNCH    2 0
 FD0608
 FD0608.Superseded values are not recommended for survey control.
 FD0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0608.See file dsdata.txt to determine how the superseded data were derived.
 FD0608
 FD0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE3962479486(NAD 83)
 FD0608_MARKER: DE = TRAVERSE STATION DISK
 FD0608_SETTING: 66 = SET IN ROCK OUTCROP
 FD0608_SP_SET: ROCK OUTCROP
 FD0608_STAMPING: MOOR 1960
 FD0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0608+STABILITY: POSITION/ELEVATION WELL
 FD0608
 FD0608  HISTORY     - Date     Condition        Report By
 FD0608  HISTORY     - 1960     MONUMENTED       CGS
 FD0608  HISTORY     - 1960     GOOD             CGS
 FD0608
 FD0608                          STATION DESCRIPTION
 FD0608
 FD0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0608'THE STATION IS LOCATED IN PASTURE LAND, ABOUT 2.5 MILES SOUTHWEST OF
 FD0608'SMYRNA, AND 0.5 MILE
 FD0608'SOUTH OF THE HIGHEST PEAK IN THE VICINITY KNOWN AS MOOR
 FD0608'HILL.
 FD0608'
 FD0608'TO REACH THE STATION FROM THE POST OFFICE IN SMYRNA, GO WEST ON ROCK
 FD0608'SPRING ROAD FOR 1.7
 FD0608'MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD,
 FD0608'SOUTHWEST, FOR 2.0 MILES TO A
 FD0608'SIDE ROAD ON THE LEFT AT H E WARNACKS
 FD0608'MAIL BOX.  HERE TURN LEFT, SOUTHERLY, FOR 0.45
 FD0608'MILE TO A WIRE GATE,
 FD0608'CONTINUE SOUTHERLY FOR 0.1 MILE TO A FORK, TURN LEFT, SOUTH, FOR
 FD0608'0.05 MILE TO A DIM
 FD0608'T-ROAD, TURN LEFT, EAST, FOR 0.1 MILE TO A WIRE GATE ON
 FD0608'THE LEFT, AND THE AZIMUTH MARK
 FD0608'ON THE RIGHT.  TURN LEFT, NORTH,
 FD0608'ACROSS PASTURE FOR 0.1 MILE TO THE STATION.
 FD0608'
 FD0608'STATION MARK IS 2.4 FEET WEST OF A WITNESS SIGN.  THE MARK IS A
 FD0608'STANDARD TRAVERSE
 FD0608'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, WHICH IS 6 INCHES
 FD0608'BELOW THE SURFACE, AND IS
 FD0608'STAMPED MOOR 1960.
 FD0608'
 FD0608'REFERENCE MARK NO 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FD0608'OUTCROPPING BEDROCK, SET
 FD0608'FLUSH, AND IS STAMPED MOOR NO 1 1960.
 FD0608'
 FD0608'REFERENCE MARK NO 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FD0608'OUTCROPPING BEDROCK, SET
 FD0608'FLUSH, AND IS STAMPED MOOR NO 2 1960.
 FD0608'
 FD0608'AZIMUTH MARK IS 17 FEET EAST OF THE CENTER OF A TRACK ROAD, 8 FEET
 FD0608'NORTH OF A WIRE FENCE, AND
 FD0608'5.2 FEET NORTH OF A WITNESS SIGN.  THE MARK IS A
 FD0608'STANDARD DISK CEMENTED IN A DRILL
 FD0608'HOLE IN OUTCROPPING BEDROCK, SET
 FD0608'FLUSH, AND IS STAMPED MOOR 1960.
 FD0608'
 FD0608'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FD0608
 FD0608                          STATION RECOVERY (1960)
 FD0608
 FD0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0608'8.8 MI SE FROM ANTIOCH.
 FD0608'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 FD0608'ROAD FOR 0.1 MILE, THEN 7.55 MILES SOUTHEAST ON INTERSTATE
 FD0608'HIGHWAY 24 TO THE INTERSECTION OF ROCK SPRING ROAD, THEN GO
 FD0608'0.3 MILE SOUTH ON ROCK SPRING ROAD TO H.E. WARNACKS MAIL BOX, THEN
 FD0608'GO SOUTHERLY FOR 0.45 MILE TO A WIRE GATE, CONTINUE SOUTHERLY
 FD0608'FOR 0.1 MILE TO A FORK, TURN LEFT, SOUTH, FOR 0.05 MILE TO A DIM
 FD0608'T-ROAD, GO EAST FOR 0.1 MILE TO A WIRE GATE ON THE LEFT, THEN GO
 FD0608'NORTH, ACROSS PASTURE FOR 0.1 MILE TO THE STATION.  THE STATION
 FD0608'MARK IS 2.4 FT. WEST OF A WITNESS SIGN.  THE DISK IS CEMENTED IN
 FD0608'A DRILL HOLE IN BEDROCK, WHICH IS 6 INCHES BELOW THE SURFACE OF
 FD0608'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0607 ***********************************************************************
 FD0607  DESIGNATION -  MOOR AZ MK
 FD0607  PID         -  FD0607
 FD0607  STATE/COUNTY-  TN/RUTHERFORD
 FD0607  USGS QUAD   -  SMYRNA (1998)
 FD0607
 FD0607                         *CURRENT SURVEY CONTROL
 FD0607  ___________________________________________________________________
 FD0607* NAD 83(1986)-  35 57 27.     (N)    086 33 41.     (W)     SCALED    
 FD0607* NAVD 88     -       205.514  (meters)     674.26   (feet)  ADJUSTED  
 FD0607  ___________________________________________________________________
 FD0607  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0607  DYNAMIC HT  -         205.336 (meters)     673.67  (feet)  COMP
 FD0607  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 FD0607
 FD0607  VERT ORDER  -  SECOND    CLASS 0
 FD0607
 FD0607.The horizontal coordinates were scaled from a topographic map and have
 FD0607.an estimated accuracy of +/- 6 seconds.
 FD0607
 FD0607.The orthometric height was determined by differential leveling
 FD0607.and adjusted by the National Geodetic Survey in June 1991..
 FD0607
 FD0607.The geoid height was determined by GEOID03.
 FD0607
 FD0607.The dynamic height is computed by dividing the NAVD 88
 FD0607.geopotential number by the normal gravity value computed on the
 FD0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0607.degrees latitude (g = 980.6199 gals.).
 FD0607
 FD0607.The modeled gravity was interpolated from observed gravity values.
 FD0607
 FD0607;                    North         East    Units  Estimated Accuracy
 FD0607;SPC TN       -   180,350.      549,360.      MT  (+/- 180 meters Scaled)
 FD0607
 FD0607                          SUPERSEDED SURVEY CONTROL
 FD0607
 FD0607  NGVD 29 (??/??/92)  205.530  (m)          674.31   (f) ADJ UNCH    2 0
 FD0607
 FD0607.Superseded values are not recommended for survey control.
 FD0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0607.See file dsdata.txt to determine how the superseded data were derived.
 FD0607
 FD0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE395793(NAD 83)
 FD0607_MARKER: DZ = AZIMUTH MARK DISK
 FD0607_SETTING: 66 = SET IN ROCK OUTCROP
 FD0607_SP_SET: ROCK OUTCROP
 FD0607_STAMPING: MOOR 1960
 FD0607_MARK LOGO: CGS   
 FD0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0607+STABILITY: POSITION/ELEVATION WELL
 FD0607
 FD0607  HISTORY     - Date     Condition        Report By
 FD0607  HISTORY     - 1960     MONUMENTED       CGS
 FD0607
 FD0607                          STATION DESCRIPTION
 FD0607
 FD0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0607'8.6 MI SE FROM ANTIOCH.
 FD0607'FROM THE ANTIOCH HIGH SCHOOL IN ANTIOCH, GO SOUTH ON A PAVED
 FD0607'ROAD FOR 0.1 MILE, THEN 7.55 MILES SOUTHEAST ON INTERSTATE
 FD0607'HIGHWAY 24 TO THE INTERSECTION OF ROCK SPRING ROAD, THEN GO 0.3
 FD0607'MILE SOUTH ON ROCK SPRING ROAD TO H.E. WARNACKS MAIL BOX, THEN GO
 FD0607'SOUTHERLY FOR 0.45 MILE TO A WIRE GATE, CONTINUE SOUTHERLY FOR 0.1
 FD0607'MILE TO A FORK, TURN LEFT, SOUTH, FOR 0.05 MILE TO A DIM T-ROAD,
 FD0607'GO EAST FOR 0.1 MILE TO A WIRE GATE ON THE LEFT AND THE AZIMUTH
 FD0607'MARK.  THE AZIMUTH MARK IS 17 FT. EAST OF THE CENTER OF A TRACK
 FD0607'ROAD, 8 FT. NORTH OF A WIRE FENCE, AND 5.2 FT. NORTH OF A WITNESS
 FD0607'SIGN.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FD0607'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0610 ***********************************************************************
 FD0610  DESIGNATION -  MOOR RM 1
 FD0610  PID         -  FD0610
 FD0610  STATE/COUNTY-  TN/RUTHERFORD
 FD0610  USGS QUAD   -  SMYRNA (1998)
 FD0610
 FD0610                         *CURRENT SURVEY CONTROL
 FD0610  ___________________________________________________________________
 FD0610* NAD 83(1986)-  35 57 32.     (N)    086 33 38.     (W)     SCALED    
 FD0610* NAVD 88     -       214.659  (meters)     704.26   (feet)  ADJUSTED  
 FD0610  ___________________________________________________________________
 FD0610  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0610  DYNAMIC HT  -         214.473 (meters)     703.65  (feet)  COMP
 FD0610  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FD0610
 FD0610  VERT ORDER  -  SECOND    CLASS 0
 FD0610
 FD0610.The horizontal coordinates were scaled from a topographic map and have
 FD0610.an estimated accuracy of +/- 6 seconds.
 FD0610
 FD0610.The orthometric height was determined by differential leveling
 FD0610.and adjusted by the National Geodetic Survey in June 1991..
 FD0610
 FD0610.The geoid height was determined by GEOID03.
 FD0610
 FD0610.The dynamic height is computed by dividing the NAVD 88
 FD0610.geopotential number by the normal gravity value computed on the
 FD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0610.degrees latitude (g = 980.6199 gals.).
 FD0610
 FD0610.The modeled gravity was interpolated from observed gravity values.
 FD0610
 FD0610;                    North         East    Units  Estimated Accuracy
 FD0610;SPC TN       -   180,500.      549,440.      MT  (+/- 180 meters Scaled)
 FD0610
 FD0610                          SUPERSEDED SURVEY CONTROL
 FD0610
 FD0610  NGVD 29 (??/??/92)  214.675  (m)          704.31   (f) ADJ UNCH    2 0
 FD0610
 FD0610.Superseded values are not recommended for survey control.
 FD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0610.See file dsdata.txt to determine how the superseded data were derived.
 FD0610
 FD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE396794(NAD 83)
 FD0610_MARKER: DR = REFERENCE MARK DISK
 FD0610_SETTING: 66 = SET IN ROCK OUTCROP
 FD0610_SP_SET: ROCK OUTCROP
 FD0610_STAMPING: MOOR NO 1 1960
 FD0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0610+STABILITY: POSITION/ELEVATION WELL
 FD0610
 FD0610  HISTORY     - Date     Condition        Report By
 FD0610  HISTORY     - 1960     MONUMENTED       CGS
 FD0610
 FD0610                          STATION DESCRIPTION
 FD0610
 FD0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0610'8.8 MI SE FROM ANTIOCH.
 FD0610'THIS MARK IS LOCATED AT THE MOOR 1960 STATION SITE, 65 FT. EAST
 FD0610'OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FD0610'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0609 ***********************************************************************
 FD0609  DESIGNATION -  MOOR RM 2
 FD0609  PID         -  FD0609
 FD0609  STATE/COUNTY-  TN/RUTHERFORD
 FD0609  USGS QUAD   -  SMYRNA (1998)
 FD0609
 FD0609                         *CURRENT SURVEY CONTROL
 FD0609  ___________________________________________________________________
 FD0609* NAD 83(1986)-  35 57 32.     (N)    086 33 38.     (W)     SCALED    
 FD0609* NAVD 88     -       214.106  (meters)     702.45   (feet)  ADJUSTED  
 FD0609  ___________________________________________________________________
 FD0609  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FD0609  DYNAMIC HT  -         213.921 (meters)     701.84  (feet)  COMP
 FD0609  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 FD0609
 FD0609  VERT ORDER  -  SECOND    CLASS 0
 FD0609
 FD0609.The horizontal coordinates were scaled from a topographic map and have
 FD0609.an estimated accuracy of +/- 6 seconds.
 FD0609
 FD0609.The orthometric height was determined by differential leveling
 FD0609.and adjusted by the National Geodetic Survey in June 1991..
 FD0609
 FD0609.The geoid height was determined by GEOID03.
 FD0609
 FD0609.The dynamic height is computed by dividing the NAVD 88
 FD0609.geopotential number by the normal gravity value computed on the
 FD0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0609.degrees latitude (g = 980.6199 gals.).
 FD0609
 FD0609.The modeled gravity was interpolated from observed gravity values.
 FD0609
 FD0609;                    North         East    Units  Estimated Accuracy
 FD0609;SPC TN       -   180,500.      549,440.      MT  (+/- 180 meters Scaled)
 FD0609
 FD0609                          SUPERSEDED SURVEY CONTROL
 FD0609
 FD0609  NGVD 29 (??/??/92)  214.122  (m)          702.50   (f) ADJ UNCH    2 0
 FD0609
 FD0609.Superseded values are not recommended for survey control.
 FD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0609.See file dsdata.txt to determine how the superseded data were derived.
 FD0609
 FD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE396794(NAD 83)
 FD0609_MARKER: DR = REFERENCE MARK DISK
 FD0609_SETTING: 66 = SET IN ROCK OUTCROP
 FD0609_SP_SET: ROCK OUTCROP
 FD0609_STAMPING: MOOR NO 2 1960
 FD0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0609+STABILITY: POSITION/ELEVATION WELL
 FD0609
 FD0609  HISTORY     - Date     Condition        Report By
 FD0609  HISTORY     - 1960     MONUMENTED       CGS
 FD0609
 FD0609                          STATION DESCRIPTION
 FD0609
 FD0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0609'8.8 MI SE FROM ANTIOCH.
 FD0609'THIS MARK IS LOCATED AT THE MOOR 1960 STATION SITE, 52 FT.
 FD0609'NORTHWEST OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL
 FD0609'HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2482 ***********************************************************************
 FE2482  DESIGNATION -  MOORE
 FE2482  PID         -  FE2482
 FE2482  STATE/COUNTY-  TN/HARDEMAN
 FE2482  USGS QUAD   -  SAULSBURY (1981)
 FE2482
 FE2482                         *CURRENT SURVEY CONTROL
 FE2482  ___________________________________________________________________
 FE2482* NAD 83(1995)-  35 00 54.02926(N)    089 00 22.80483(W)     ADJUSTED  
 FE2482* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 FE2482  ___________________________________________________________________
 FE2482  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FE2482  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE2482
 FE2482  HORZ ORDER  -  THIRD
 FE2482
 FE2482.The horizontal coordinates were established by classical geodetic methods
 FE2482.and adjusted by the National Geodetic Survey in April 1999..
 FE2482
 FE2482.The orthometric height was scaled from a topographic map.
 FE2482
 FE2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2482
 FE2482.The geoid height was determined by GEOID03.
 FE2482
 FE2482;                    North         East     Units Scale Factor Converg.
 FE2482;SPC TN       -    79,847.541   325,636.825   MT  1.00004978   -1 45 36.1
 FE2482;SPC TN       -   261,966.47  1,068,360.15   sFT  1.00004978   -1 45 36.1
 FE2482;SPC MS E     -   611,551.737   284,210.690   MT  0.99995307   -0 05 57.4
 FE2482;SPC MS E     - 2,006,399.32    932,447.91   sFT  0.99995307   -0 05 57.4
 FE2482;UTM  16      - 3,876,546.932   316,939.190   MT  1.00001302   -1 09 05.5
 FE2482
 FE2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2482!SPC TN       -   0.99997233  x   1.00004978  =   1.00002211
 FE2482!SPC MS E     -   0.99997233  x   0.99995307  =   0.99992540
 FE2482!UTM  16      -   0.99997233  x   1.00001302  =   0.99998535
 FE2482
 FE2482|---------------------------------------------------------------------|
 FE2482| PID    Reference Object                     Distance      Geod. Az  |
 FE2482|                                                           dddmmss.s |
 FE2482| CG4613 MOORE RM 2                           21.415 METERS 03632     |
 FE2482| EG1647 CAMPHILL                            APPROX. 7.4 KM 1773839.3 |
 FE2482| EG1649 BENTON FIRE TOWER                   APPROX. 7.3 KM 1990349.0 |
 FE2482| CG4612 MOORE RM 1                           22.275 METERS 28336     |
 FE2482|---------------------------------------------------------------------|
 FE2482
 FE2482                          SUPERSEDED SURVEY CONTROL
 FE2482
 FE2482  NAD 83(1995)-  35 00 54.02925(N)    089 00 22.80483(W) AD(       ) 3
 FE2482  NAD 83(1995)-  35 00 54.04045(N)    089 00 22.80462(W) AD(       ) 3
 FE2482  NAD 83(1986)-  35 00 54.04042(N)    089 00 22.80446(W) AD(       ) 3
 FE2482  NAD 27      -  35 00 53.71681(N)    089 00 22.58078(W) AD(       ) 3
 FE2482
 FE2482.Superseded values are not recommended for survey control.
 FE2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2482.See file dsdata.txt to determine how the superseded data were derived.
 FE2482
 FE2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1693976547(NAD 83)
 FE2482_MARKER: DS = TRIANGULATION STATION DISK
 FE2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2482
 FE2482  HISTORY     - Date     Condition        Report By
 FE2482  HISTORY     - 1966     MONUMENTED       CGS
 FE2482
 FE2482                          STATION DESCRIPTION
 FE2482
 FE2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 FE2482'STATION IS ABOUT 10-1/2 MILES EAST-SOUTHEAST OF GRAND JUNCTION, 7-1/2
 FE2482'MILES SOUTHWEST OF MIDDLETON, 7-1/2 MILES NORTHWEST OF
 FE2482'WALNUT AND 1-1/2 MILES NORTH OF THE MISSISSIPPI-TENNESSEE STATE LINE.
 FE2482'
 FE2482'TO REACH THE STATION FROM THE POST OFFICE IN WALNUT, GO WEST ON STATE
 FE2482'HIGHWAY 354 FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAYS 354 AND
 FE2482'15. TURN RIGHT AND GO NORTH ON STATE HIGHWAY 15 FOR 0.35 MILE TO THE
 FE2482'JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 72. TURN LEFT ON U.S.
 FE2482'HIGHWAY 72 AND GO WEST FOR 3.5 MILES TO A SIDE ROAD RIGHT. TURN RIGHT
 FE2482'AND GO NORTHWEST ON A SAND ROAD FOR ABOUT 100 FEET TO A SIDE
 FE2482'ROAD RIGHT. CONTINUE NORTHWEST ON THE SAND ROAD FOR 1.0 MILE TO A
 FE2482'SIDE ROAD RIGHT. CONTINUE WEST ON THE SAND ROAD FOR 0.2 MILE TO A
 FE2482'SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHERLY ON A SAND ROAD FOR 0.85
 FE2482'MILE TO A FORK. KEEP THE RIGHT FORK AND CONTINUE NORTHERLY ON THE
 FE2482'SAND ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT. CONTINUE NORTHWEST ON
 FE2482'THE SAND ROAD FOR 0.15 MILE TO A FORK. TAKE THE LEFT FORK AND
 FE2482'CONTINUE WEST ON THE SAND ROAD FOR 0.55 MILE TO A FORK. TAKE THE
 FE2482'RIGHT FORK AND CONTINUE NORTHWEST ON THE SAND ROAD FOR 0.7 MILE TO A
 FE2482'REVERSE FORK. CONTINUE NORTHERLY ON THE SAND ROAD FOR 0.5 MILE
 FE2482'TO A DIAGONAL CROSSROADS. CONTINUE NORTH ON A DIRT ROAD FOR 1.0
 FE2482'MILE TO A FORK. TAKE THE RIGHT FORK AND GO NORTHWEST ON A DIRT ROAD
 FE2482'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 FE2482'
 FE2482'STATION MARKS ARE STANDARD DISKS STAMPED MOORE 1966. THE SURFACE DISK
 FE2482'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 FE2482'IT IS 44 FEET WEST OF THE CENTER OF A DIRT ROAD, 43 FEET NORTHWEST OF
 FE2482'A 9-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 26
 FE2482'FEET NORTHEAST OF A 13-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 FE2482'NORTHEAST SIDE AND 2 FEET SOUTHEAST OF A METAL WITNESS POST. THE
 FE2482'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES
 FE2482'BELOW THE SURFACE OF THE GROUND.
 FE2482'
 FE2482'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MOORE NO 1 1966, IS SET
 FE2482'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES. IT IS 54
 FE2482'FEET NORTH OF THE CENTER OF A DIRT ROAD, 12 FEET SOUTH OF A 10-INCH
 FE2482'OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 1.8 FEET
 FE2482'NORTHEAST OF A METAL WITNESS POST.
 FE2482'
 FE2482'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MOORE NO 2 1966, IS SET
 FE2482'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. IT IS 28
 FE2482'FEET WEST OF THE CENTER OF THE DIRT ROAD, 26 FEET SOUTHEAST OF A
 FE2482'9-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE AND 1.6 FEET
 FE2482'SOUTHWEST OF A METAL WITNESS POST.
 FE2482'
 FE2482'NOTE- NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 FE2482'
 FE2482'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2327 ***********************************************************************
 GC2327  DESIGNATION -  MOORE
 GC2327  PID         -  GC2327
 GC2327  STATE/COUNTY-  TN/DAVIDSON
 GC2327  USGS QUAD   -  SCOTTSBORO (1983)
 GC2327
 GC2327                         *CURRENT SURVEY CONTROL
 GC2327  ___________________________________________________________________
 GC2327* NAD 83(1995)-  36 11 27.66620(N)    086 55 29.88256(W)     ADJUSTED  
 GC2327* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 GC2327  ___________________________________________________________________
 GC2327  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 GC2327  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2327
 GC2327  HORZ ORDER  -  FIRST
 GC2327
 GC2327.The horizontal coordinates were established by classical geodetic methods
 GC2327.and adjusted by the National Geodetic Survey in April 1999..
 GC2327
 GC2327.The orthometric height was scaled from a topographic map.
 GC2327
 GC2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2327
 GC2327.The geoid height was determined by GEOID03.
 GC2327
 GC2327;                    North         East     Units Scale Factor Converg.
 GC2327;SPC TN       -   206,503.266   516,807.038   MT  0.99996775   -0 32 29.4
 GC2327;SPC TN       -   677,502.80  1,695,557.76   sFT  0.99996775   -0 32 29.4
 GC2327;UTM  16      - 4,005,138.131   506,746.166   MT  0.99960056   +0 02 39.5
 GC2327
 GC2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2327!SPC TN       -   0.99996772  x   0.99996775  =   0.99993547
 GC2327!UTM  16      -   0.99996772  x   0.99960056  =   0.99956830
 GC2327
 GC2327:                Primary Azimuth Mark                     Grid Az
 GC2327:SPC TN       -  AIRWAY BEACON 23                         022 02 17.9
 GC2327:UTM  16      -  AIRWAY BEACON 23                         021 27 09.0
 GC2327
 GC2327|---------------------------------------------------------------------|
 GC2327| PID    Reference Object                     Distance      Geod. Az  |
 GC2327|                                                           dddmmss.s |
 GC2327| GC2357 AIRWAY BEACON 23                    APPROX.11.6 KM 0212948.5 |
 GC2327| CG6126 MOORE RM 1                           19.242 METERS 19949     |
 GC2327| CG6125 MOORE AZ MK                                        2292551.4 |
 GC2327| CG6127 MOORE RM 2                           21.778 METERS 32227     |
 GC2327|---------------------------------------------------------------------|
 GC2327
 GC2327                          SUPERSEDED SURVEY CONTROL
 GC2327
 GC2327  NAD 83(1995)-  36 11 27.66823(N)    086 55 29.88435(W) AD(       ) 1
 GC2327  NAD 83(1995)-  36 11 27.66974(N)    086 55 29.88506(W) AD(       ) 1
 GC2327  NAD 83(1986)-  36 11 27.67651(N)    086 55 29.88573(W) AD(       ) 1
 GC2327  NAD 27      -  36 11 27.47400(N)    086 55 29.88200(W) AD(       ) 1
 GC2327
 GC2327.Superseded values are not recommended for survey control.
 GC2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2327.See file dsdata.txt to determine how the superseded data were derived.
 GC2327
 GC2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0674605138(NAD 83)
 GC2327_MARKER: DS = TRIANGULATION STATION DISK
 GC2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2327
 GC2327  HISTORY     - Date     Condition        Report By
 GC2327  HISTORY     - 1934     MONUMENTED       CGS
 GC2327  HISTORY     - 1953     GOOD             CGS
 GC2327  HISTORY     - 1959     GOOD             CGS
 GC2327
 GC2327                          STATION DESCRIPTION
 GC2327
 GC2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 GC2327'ABOUT 8 MILES WEST-NORTHWEST OF CAPITOL IN NASHVILLE, 1 MILE SOUTH OF
 GC2327'STATE ROUTE 12, ON SOUTHWESTERN AND LOWER OF TWO WOODED KNOBS, ON
 GC2327'RIDGE OF HILLS IN BELLS BEND OF CUMBERLAND RIVER, AND ON LAND OWNED
 GC2327'BY J. L. MOORE.  TO REACH FROM NASHVILLE, GO NORTHWEST ON STATE
 GC2327'ROUTE 12 TO CUMBERLAND RIVER BRIDGE, CONTINUE 6.2 MILES FROM WEST END
 GC2327'OF BRIDGE TO MACADAM ROAD, TURN LEFT ONTO MACADAM ROAD, GO 1.2
 GC2327'MILES TO POINT OPPOSITE KNOB (END OF TRUCK TRAVEL), AND THEN GO UP
 GC2327'RIDGE TO STATION SITE.  STATION IS ON HIGHEST POINT OF KNOB, 50 FEET
 GC2327'SOUTHEAST OF 3-FOOT BEECH TREE, AND 36 FEET NORTH OF OLD DEAD 3
 GC2327'1/2-FOOT OAK TREE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GC2327'STATION DISKS IN CONCRETE.  SURFACE MARK PROJECTS 2
 GC2327'INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GC2327'REFERENCE DISKS IN CONCRETE.  REFERENCE MARK NO. 1,
 GC2327'PROJECTING 5 INCHES ABOVE GROUND, IS 30 FEET SOUTHWEST OF DEAD OAK
 GC2327'TREE, 3 FEET NORTH OF 10-INCH LOCUST TREE, AND 63.13 FEET FROM
 GC2327'STATION, S 19 DEG 49 MIN W.  REFERENCE MARK NO. 2, PROJECTING
 GC2327'3 INCHES ABOVE GROUND, IS 24 FEET WEST OF BEECH TREE AND 71.45 FEET
 GC2327'FROM STATION, N 37 DEG 53 MIN W.  AZIMUTH MARK,
 GC2327'PROJECTING 6 INCHES ABOVE GROUND, IS BETWEEN PASTURE ROAD AND SMALL
 GC2327'CREEK IN DRAW, 0.1 MILE WEST OF HIGHWAY PAST STATION, 500
 GC2327'FEET NORTHWEST OF BARN, AND ABOUT 0.6 MILE FROM STATION, S 49 DEG
 GC2327'25 MIN 42 SEC W.   TO REACH AZIMUTH MARK FROM POINT ON
 GC2327'HIGHWAY OPPOSITE STATION, GO SOUTH 1/2 MILE TO FIRST BUILDING ON
 GC2327'RIGHT AND THENCE OUT THROUGH BARN LOT AND PASTURE ROAD TO MARK.
 GC2327'AIRWAY BEACON NO. 23 (SEE
 GC2327'DESCRIPTION THEREOF), DISTANT 7.2 MILES, N 21 DEG 2 MIN 47 SEC E.
 GC2327
 GC2327                          STATION RECOVERY (1953)
 GC2327
 GC2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2327'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GC2327'CONDITION.  DISTANCE TO ALL MARKS CHECKED.  DIRECTION TO
 GC2327'REFERENCE MARK NO. 2 CHECKED.  DIRECTION TO THE AZIMUTH MARK AND
 GC2327'REFERENCE MARK NO. 1 FAILED TO CHECK.  A COMPLETE NEW DESCRIPTION
 GC2327'FOLLOWS.
 GC2327'
 GC2327'STATION IS LOCATED 8 MILES WEST OF NASHVILLE, 1.5 MILE SOUTH OF STATE
 GC2327'HIGHWAY 12, ON SOUTHWESTERN AND LOWER OF TWO KNOBS AND ON RIDGE OF
 GC2327'HILLS IN BELLS BEND OF THE CUMBERLAND RIVER, AND ON PROPERTY OWNED BY
 GC2327'T.E. ROGERS.  IT IS 30 FEET WEST OF A FENCE LINE AND AN 8 INCH OAK
 GC2327'TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE, 20 FEET NORTH OF A 24
 GC2327'INCH HICKORY TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 8
 GC2327'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 GC2327'AND THE DISK IS STAMPED MOORE 1933.
 GC2327'
 GC2327'REFERENCE MARK NO. 1 IS 63.13 FEET SOUTH OF THE STATION.  IT IS 3
 GC2327'FEET WEST OF AN 8 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE WEST
 GC2327'SIDE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MOORE NO 1
 GC2327'1933.
 GC2327'
 GC2327'REFERENCE MARK NO. 2 IS 71.45 FEET NORTHWEST OF THE STATION.  IT IS 5
 GC2327'FEET NORTH OF A 24 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH
 GC2327'SIDE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MOORE NO 2
 GC2327'1933.
 GC2327'
 GC2327'AZIMUTH MARK IS 0.6 MILE SOUTHWEST OF THE STATION.  IT IS 10 FEET
 GC2327'NORTH OF THE CENTER OF A FARM LANE AND 2 FEET EAST OF A WHITE
 GC2327'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GC2327'MOORE 1933.  CONSIDERABLE CLEARING IS NEEDED TO SEE THIS
 GC2327'MARK.
 GC2327'
 GC2327'NO 25318 (TENN. GEOD. S.) IS 0.5 MILE NORTHWEST OF THE STATION.  IT
 GC2327'IS 0.1 MILE WEST OF OLD HICKORY BLVD. 500 FEET SOUTHWEST OF A
 GC2327'HOUSE AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK IS A 6 X 6
 GC2327'INCH CONCRETE POST, WHICH PROJECTS 2 INCHES, WITH A STANDARD USC AND
 GC2327'G S AND SS DISK ATOP STAMPED 25318.  CONSIDERABLE CLEARING NEEDED TO
 GC2327'SEE THIS MARK.
 GC2327'
 GC2327'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 12 AND
 GC2327'49 IN ASHLAND CITY, GO SOUTHEAST ON HIGHWAY 12 FOR 10.5 MILES TO
 GC2327'THE INTERSECTION OF OLD HICKORY BLVD.  TURN RIGHT AND GO SOUTH ON OLD
 GC2327'HICKORY BLVD. FOR 1.45 MILES TO THE USC AND GS AND SS MARK ON THE
 GC2327'RIGHT AS DESCRIBED.  CONTINUE ON THE BLVD. FOR 0.1 MILE TO A DRIVEWAY
 GC2327'LEFT. (*) TURN LEFT AND GO 200 FEET TO THE REAR OF A HOUSE AND ETT.
 GC2327'PACK EAST UP FOR 0.2 MILE TO A FENCE LINE.  TURN LEFT AND PACK NORTH
 GC2327'FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 GC2327'
 GC2327'(*) FROM THIS POINT CONTINUE FOR 0.6 MILE TO A FARM LANE RIGHT, TURN
 GC2327'RIGHT AND FOLLOW THE FARM LANE FOR 0.05 MILE TO THE AZIMUTH MARK AS
 GC2327'DESCRIBED.
 GC2327'
 GC2327'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GC2327
 GC2327                          STATION RECOVERY (1959)
 GC2327
 GC2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 GC2327'THE STATION WAS RECOVERED.  ALL MARKS WERE LOCATED AND THEY ARE IN
 GC2327'GOOD CONDITION.  THE PROPERTY AT THE STATION IS OWNED BY THOMAS
 GC2327'ROGERS.  A FOUR WHEEL DRIVE VEHICLE IS NECESSARY TO REACH THE STATION
 GC2327'SITE.
 GC2327'
 GC2327'THE 1953 DESCRIPTION FOR REACHING THE AZIMUTH MARK IS NOT ADEQUATE.
 GC2327'THE MARK IS REACHED AS FOLLOWS- FROM THE DRIVEWAY ENTRANCE TO THE
 GC2327'THOMAS ROGERS RESIDENCE, DRIVE SOUTH ON OLD HICKORY BLVD. FOR 0.5
 GC2327'MILE TO BOARD GATE ON RIGHT.  TURN RIGHT ON FARM ROAD AND GO
 GC2327'WESTERLY, PASSING BARN AND SILO, FOR 0.15 MILE TO AZIMUTH MARK AT
 GC2327'RIGHT OR NORTH SIDE OF FARM ROAD.  THE WHITE WITNESS POST HAS
 GC2327'ROTTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2033 ***********************************************************************
 GA2033  DESIGNATION -  MOORE AZ MK
 GA2033  PID         -  GA2033
 GA2033  STATE/COUNTY-  TN/JEFFERSON
 GA2033  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2033
 GA2033                         *CURRENT SURVEY CONTROL
 GA2033  ___________________________________________________________________
 GA2033* NAD 83(1986)-  36 02 20.     (N)    083 26 28.     (W)     SCALED    
 GA2033* NAVD 88     -       396.461  (meters)    1300.72   (feet)  ADJUSTED  
 GA2033  ___________________________________________________________________
 GA2033  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA2033  DYNAMIC HT  -         396.087 (meters)    1299.50  (feet)  COMP
 GA2033  MODELED GRAV-     979,678.4   (mgal)                       NAVD 88
 GA2033
 GA2033  VERT ORDER  -  SECOND    CLASS 0
 GA2033
 GA2033.The horizontal coordinates were scaled from a topographic map and have
 GA2033.an estimated accuracy of +/- 6 seconds.
 GA2033
 GA2033.The orthometric height was determined by differential leveling
 GA2033.and adjusted by the National Geodetic Survey in June 1991..
 GA2033
 GA2033.The geoid height was determined by GEOID03.
 GA2033
 GA2033.The dynamic height is computed by dividing the NAVD 88
 GA2033.geopotential number by the normal gravity value computed on the
 GA2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2033.degrees latitude (g = 980.6199 gals.).
 GA2033
 GA2033.The modeled gravity was interpolated from observed gravity values.
 GA2033
 GA2033;                    North         East    Units  Estimated Accuracy
 GA2033;SPC TN       -   192,250.      830,570.      MT  (+/- 180 meters Scaled)
 GA2033
 GA2033                          SUPERSEDED SURVEY CONTROL
 GA2033
 GA2033  NGVD 29 (??/??/92)  396.617  (m)         1301.23   (f) ADJ UNCH    2 0
 GA2033
 GA2033.Superseded values are not recommended for survey control.
 GA2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2033.See file dsdata.txt to determine how the superseded data were derived.
 GA2033
 GA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV800910(NAD 83)
 GA2033_MARKER: DZ = AZIMUTH MARK DISK
 GA2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2033_STAMPING: MOORE 1961
 GA2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2033+STABILITY: SURFACE MOTION
 GA2033
 GA2033  HISTORY     - Date     Condition        Report By
 GA2033  HISTORY     - 1961     MONUMENTED       CGS
 GA2033  HISTORY     - 1969     GOOD             NGS
 GA2033
 GA2033                          STATION DESCRIPTION
 GA2033
 GA2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2033'2.2 MI NW FROM DANDRIDGE.
 GA2033'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 25W
 GA2033'AND STATE ROUTE 92, GO NORTHWESTERLY ALONG STATE ROUTE 92 FOR
 GA2033'2.25 MILES TO THE INTERSTATE ROUTE 40 OVERPASS AT THE STATE ROUTE
 GA2033'92 INTERCHANGE AND THE MARK JUST PAST THE STRUCTURE AND ON THE
 GA2033'RIGHT AS DESCRIBED.  IT IS 365 FEET NORTHWEST OF THE APPROXIMATE
 GA2033'CENTER OF THE SOUTH BOUND TRAFFIC LANE OF INTERSTATE 40, 132 FEET
 GA2033'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 92, 71 FEET
 GA2033'NORTHEAST OF THE APPROXIMATE CENTER OF THE SOUTH BOUND EXIT LANE
 GA2033'ONTO STATE ROUTE 92, 70 FEET NORTHWEST OF A 12-INCH CEDAR TREE,
 GA2033'23 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.9 FEET EAST OF A
 GA2033'METAL WITNESS POST AND SIGN, AND 0.9 OF A FOOT SOUTHWEST OF A
 GA2033'FENCE.  IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 GA2033'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND
 GA2033'THE DISK IS STAMPED MOORE 1961.  NOTE-- THIS MARK IS ABOUT 0.6 OF
 GA2033'A MILE NORTHEAST OF TRAVERSE STATION MOORE 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2032 ***********************************************************************
 GA2032  DESIGNATION -  MOORE RESET
 GA2032  PID         -  GA2032
 GA2032  STATE/COUNTY-  TN/JEFFERSON
 GA2032  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2032
 GA2032                         *CURRENT SURVEY CONTROL
 GA2032  ___________________________________________________________________
 GA2032* NAD 83(1995)-  36 02 05.12900(N)    083 27 09.05622(W)     ADJUSTED  
 GA2032* NAVD 88     -       438.34   (meters)    1438.1    (feet)  RESET     
 GA2032  ___________________________________________________________________
 GA2032  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GA2032  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2032
 GA2032  HORZ ORDER  -  SECOND
 GA2032  VERT ORDER  -  THIRD
 GA2032
 GA2032.The horizontal coordinates were established by classical geodetic methods
 GA2032.and adjusted by the National Geodetic Survey in April 1999..
 GA2032
 GA2032.The orthometric height was computed from unverified reset data.
 GA2032
 GA2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2032
 GA2032.The geoid height was determined by GEOID03.
 GA2032
 GA2032;                    North         East     Units Scale Factor Converg.
 GA2032;SPC TN       -   191,759.779   829,553.385   MT  0.99995451   +1 29 29.0
 GA2032;SPC TN       -   629,131.87  2,721,626.40   sFT  0.99995451   +1 29 29.0
 GA2032;UTM  17      - 3,990,586.651   279,036.681   MT  1.00020165   -1 26 36.0
 GA2032
 GA2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2032!SPC TN       -   0.99993605  x   0.99995451  =   0.99989057
 GA2032!UTM  17      -   0.99993605  x   1.00020165  =   1.00013769
 GA2032
 GA2032|---------------------------------------------------------------------|
 GA2032| PID    Reference Object                     Distance      Geod. Az  |
 GA2032|                                                           dddmmss.s |
 GA2032| GA2030 MOORE RM 1                           30.258 METERS 01502     |
 GA2032| GA2039 MANIS                               APPROX. 5.0 KM 0563842.7 |
 GA2032| GA2033 MOORE AZ MK                                        0652003.7 |
 GA2032| GA2029 MOORE RM 2                           16.391 METERS 14301     |
 GA2032|---------------------------------------------------------------------|
 GA2032
 GA2032                          SUPERSEDED SURVEY CONTROL
 GA2032
 GA2032  NAD 83(1995)-  36 02 05.13485(N)    083 27 09.05926(W) AD(       ) 2
 GA2032  NAD 83(1995)-  36 02 05.13582(N)    083 27 09.06136(W) AD(       ) 2
 GA2032  NAD 83(1995)-  36 02 05.13508(N)    083 27 09.05991(W) AD(       ) 2
 GA2032  NAD 83(1986)-  36 02 05.13942(N)    083 27 09.05880(W) AD(       ) 2
 GA2032
 GA2032.Superseded values are not recommended for survey control.
 GA2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2032.See file dsdata.txt to determine how the superseded data were derived.
 GA2032
 GA2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7903790587(NAD 83)
 GA2032_MARKER: DE = TRAVERSE STATION DISK
 GA2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2032_STAMPING: MOORE 1961 1969
 GA2032_MARK LOGO: CGS   
 GA2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2032+STABILITY: SURFACE MOTION
 GA2032
 GA2032  HISTORY     - Date     Condition        Report By
 GA2032  HISTORY     - 1969     MONUMENTED       CGS
 GA2032  HISTORY     - 1969     GOOD             CGS
 GA2032  HISTORY     - 1980     GOOD             NGS
 GA2032  HISTORY     - 1980     GOOD             NGS
 GA2032
 GA2032                          STATION DESCRIPTION
 GA2032
 GA2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GA2032'3 MI NW FROM DANDRIDGE.
 GA2032'THE MARK IS ABOUT 3.05 MILES NORTHWEST OF DANDRIDGE ON THE PROPERTY
 GA2032'OF MR. JAMES MOORE.  TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS
 GA2032'25W AND 70 AND STATE ROUTES 66 AND 92 JUST NORTHWEST OF THE
 GA2032'JEFFERSON COUNTY COURTHOUSE IN DANDRIDGE, GO NORTHWESTERLY ON STATE
 GA2032'ROUTE 92 FOR 2.2 MILES TO THE INTERSTATE 40 OVERPASS, CONTINUE
 GA2032'NORTHWESTERLY ON STATE ROUTE 92 FOR 0.2 OF A MILE TO AN OILED ROAD
 GA2032'LEFT, TURN LEFT ON THE OILED ROAD AND GO SOUTH-SOUTHWESTERLY FOR
 GA2032'0.55 OF A MILE TO A GRAVELED DRIVEWAY ON THE RIGHT, TURN RIGHT ON
 GA2032'THE DRIVEWAY, PASSING BETWEEN SMALL OUT BUILDINGS AND A WHITE FRAME
 GA2032'HOUSE FOR ABOUT 0.1 OF A MILE TO A BARN AND THE MARK.  IT IS 167
 GA2032'FEET SOUTHWEST OF THE WEST CORNER OF THE WHITE HOUSE, 99.27 FEET
 GA2032'SOUTH-SOUTHWEST OF MOORE R.M. 1, 53.78 FEET NORTHWEST OF MOORE
 GA2032'R.M. 2, 20 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 GA2032'MACHINE SHED, 19 FEET EAST-NORTHEAST OF THE SOUTHWEST CORNER OF
 GA2032'THE MACHINE SHED, 6 FEET EAST OF A METAL WITNESS POST ATTACHED TO
 GA2032'A WOODEN STANCHION, AND DIRECTLY UNDER THE MACHINE SHEDS ROOF EDGE.
 GA2032'A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF AN 11-INCH,
 GA2032'ROUND, CONCRETE MONUMENT THAT IS ABOUT 1 INCH BELOW THE SURFACE
 GA2032'AND STAMPED MOORE 1961 1969.
 GA2032
 GA2032                          STATION RECOVERY (1969)
 GA2032
 GA2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GA2032'THE SURFACE STATION MARK WAS BROKEN OFF DURING GRADING OPERATIONS FOR
 GA2032'A NEW MACHINE SHED AT THE STATION SITE.  THE UNDERGROUND STATION
 GA2032'MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH
 GA2032'MARK WERE RECOVERED AND FOUND IN APPARENT GOOD CONDITION.  HOWEVER,
 GA2032'THE AZIMUTH MARK DOES NOT NOW, NOR NEVER DID SEE THE STATION
 GA2032'GROUND TO GROUND.  DUE TO THE STATIONS LOCATION DIRECTLY UNDER THE
 GA2032'EDGE OF THE NEW MACHINE SHED, IT WILL NOT BE POSSIBLE TO OBSERVE
 GA2032'POLARIS.  THE 1961 MEASUREMENTS BETWEEN THE STATION AND THE
 GA2032'REFERENCE MARKS COULD NOT BE CHECKED.  VERTICAL ANGLES WERE OBSERVED
 GA2032'BETWEEN THE STATION AND THE REFERENCE MARKS, AND SLOPE DISTANCES
 GA2032'MEASURED.  WHEN THE SLOPE MEASUREMENTS WERE REDUCED TO HORIZONTAL A
 GA2032'A DISCREPANCY OF-0.19 OF A FOOT WAS NOTED IN THE MEASUREMENT BETWEEN
 GA2032'THE STATION AND R.M. NO. 2.  IT SHOULD BE NOTED THAT THE FEET AND
 GA2032'METER DISTANCES GIVEN FOR REFERENCE MARK NO. 1 IN THE 1961
 GA2032'DESCRIPTION ARE NOT IN AGREEMENT, AND WHEN REMEASURED A DISCREPANCY
 GA2032'OF ONLY-0.007 OF A METER WAS NOTED FOR THIS MARK.  IT APPEARS THAT A
 GA2032'TYPOGRAPHICAL ERROR WAS MADE IN THE DESCRIPTION.  THE STATION AND
 GA2032'MARKS WERE BENCH MARKS AND BEFORE ANY WORK WAS DONE RE-ESTABLISH THE
 GA2032'STATION, THE LEVELS BETWEEN R.M. NO. 1 AND R.M. NO. 2 WERE CHECKED
 GA2032'AND A DISCREPANCY OF PLUS 0.035 OF A FOOT NOTED.  THE UNDERGROUND
 GA2032'STATION MARK WAS THEN OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED
 GA2032'BETWEEN THE REFERENCE MARKS AND CHECKED THE ORIGINAL ANGLE MARKS
 GA2032'AND CHECKED THE ORIGINAL ANGLE WITHIN THE REQUIRED LIMITS.  A FIRM
 GA2032'PLUMBING BENCH WAS THEN ERECTED AND THE POINT OVER THE UNDERGROUND
 GA2032'MARK HELD AND A NEW SURFACE STATION MARK SET.
 GA2032'
 GA2032'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA2032'
 GA2032'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF DANDRIDGE ON THE
 GA2032'PROPERTY OF MR. JAMES MOORE.
 GA2032'
 GA2032'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 25W AND 70
 GA2032'AND STATE ROUTES 66 AND 92 JUST NORTHWEST OF THE JEFFERSON COUNTY
 GA2032'COURTHOUSE IN DANDRIDGE, GO NORTHWESTERLY ON STATE ROUTE 92 FOR
 GA2032'2.2 MILES TO WHERE STATE ROUTE 92 PASSES UNDER INTERSTATE ROUTE 40
 GA2032'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY ON
 GA2032'STATE ROUTE 92 FOR 0.2 OF A MILE TO AN OILED ROAD LEFT, TURN LEFT
 GA2032'ON THIS OILED ROAD AND GO SOUTH-SOUTHWESTERLY FOR 0.55 OF A MILE TO
 GA2032'A GRAVELED DRIVEWAY ON THE RIGHT.  HERE TURN RIGHT ON THIS DRIVEWAY,
 GA2032'PASSING BETWEEN SMALL OUT-BUILDINGS AND A WHITE FRAME HOUSE FOR
 GA2032'ABOUT 0.1 OF A MILE TO A BARN AND THE STATION AS DESCRIBED.
 GA2032'
 GA2032'THE STATION IS 167 FEET SOUTHWEST OF THE WEST CORNER OF MR. MOORES
 GA2032'HOUSE, 20 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A LEAN-TO
 GA2032'MACHINE SHED, 19 FEET EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE
 GA2032'MACHINE SHED, 6.0 FEET EAST OF A METAL WITNESS SIGN ATTACHED TO A
 GA2032'WOODEN STANCHION, AND ABOUT DIRECTLY UNDER THE ROOF EDGE OF THE
 GA2032'MACHINE SHED.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GA2032'ROUND, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SURFACE AND THE
 GA2032'DISK IS STAMPED--MOORE 1961 1969--.
 GA2032'
 GA2032'REFERENCE MARK NO. 1 IS 83 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 GA2032'MACHINE SHED, 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN
 GA2032'BARN STRUCTURE, ABOUT 2 FEET ABOVE THE LEVEL OF THE STATION, AND 1.3
 GA2032'FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GA2032'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 GA2032'AND THE DISK IS STAMPED--MOORE NO 1 1961--.
 GA2032'
 GA2032'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF A HILL ABOUT 5 FEET
 GA2032'BELOW THE ELEVATION OF THE STATION, 58 FEET SOUTHEAST OF THE
 GA2032'SOUTHWEST CORNER OF THE MACHINE SHED, 1.2 FEET NORTHWEST OF A METAL
 GA2032'WITNESS POST AND SIGN, AND 1.0 FOOT NORTHEAST OF A SOUTHEAST FENCE
 GA2032'CORNER POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GA2032'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED--MOORE NO 2
 GA2032'1961--.
 GA2032'
 GA2032'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GA2032'REFERENCE MARK NO. 2 IS 138.94 FEET-(42.349) METERS.
 GA2032'
 GA2032'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE EAST-NORTHEAST OF THE
 GA2032'STATION, 365 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 GA2032'SOUTH BBOUND TRAFFIC LANE OF INTERSTATE ROUTE 40, 132 FEET
 GA2032'NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 92, 71 FEET
 GA2032'NORTHEAST OF A APPROXIMATE CENTER OF THE EXIT LANE ONTO STATE
 GA2032'ROUTE 92, 70 FEET NORTHWEST OF A 12-INCH CEDAR TREE, 23 FEET
 GA2032'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.9 FEET EAST OF A METAL
 GA2032'WITNESS POST AND SIGN, AND 0.9 OF A FOOT SOUTHWEST OF A FENCE.
 GA2032'IT IS A STANDARD DISK SET IN HE TOP OF A 12-INCH, SQUARE,
 GA2032'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 GA2032'STAMPED--MOORE 1961--.
 GA2032
 GA2032                          STATION RECOVERY (1980)
 GA2032
 GA2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GA2032'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GA2032'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ACCORDING TO PROPERTY
 GA2032'OWNER THE MARK WAS DESTROYED BY GRADING.  THE DISTANCE TO REFERENCE
 GA2032'MARK 2 CHECKED.  THE AZIMUTH MARK WAS NOT FOUND AND IS ASSUMED
 GA2032'DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 3 WAS
 GA2032'ESTABLISHED.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 GA2032'
 GA2032'REFERENCE MARK 2 IS 42 FEET SOUTHEAST OF A METAL WITNESS POST AND
 GA2032'13 FEET EAST OF A FENCE CORNER AND A 4 INCH TWIN CEDAR TREE.
 GA2032'
 GA2032'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GA2032'MAGNETS, STAMPED---MOORE 1961 NO 3 1980---FLUSH WITH THE GROUND,
 GA2032'1 FOOT NORTH OF A METAL WITNESS POST, 6 INCHES EAST OF A FENCE,
 GA2032'1 FOOT SOUTH OF SOUTH GATE POST AND 16 FEET SOUTH OF SOUTHWEST
 GA2032'CORNER OF THE BARN.
 GA2032
 GA2032                          STATION RECOVERY (1980)
 GA2032
 GA2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2032'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2030 ***********************************************************************
 GA2030  DESIGNATION -  MOORE RM 1
 GA2030  PID         -  GA2030
 GA2030  STATE/COUNTY-  TN/JEFFERSON
 GA2030  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2030
 GA2030                         *CURRENT SURVEY CONTROL
 GA2030  ___________________________________________________________________
 GA2030* NAD 83(1986)-  36 02 04.     (N)    083 27 09.     (W)     SCALED    
 GA2030* NAVD 88     -       438.923  (meters)    1440.03   (feet)  ADJUSTED  
 GA2030  ___________________________________________________________________
 GA2030  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2030  DYNAMIC HT  -         438.513 (meters)    1438.69  (feet)  COMP
 GA2030  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 GA2030
 GA2030  VERT ORDER  -  SECOND    CLASS 0
 GA2030
 GA2030.The horizontal coordinates were scaled from a topographic map and have
 GA2030.an estimated accuracy of +/- 6 seconds.
 GA2030
 GA2030.The orthometric height was determined by differential leveling
 GA2030.and adjusted by the National Geodetic Survey in June 1991..
 GA2030
 GA2030.The geoid height was determined by GEOID03.
 GA2030
 GA2030.The dynamic height is computed by dividing the NAVD 88
 GA2030.geopotential number by the normal gravity value computed on the
 GA2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2030.degrees latitude (g = 980.6199 gals.).
 GA2030
 GA2030.The modeled gravity was interpolated from observed gravity values.
 GA2030
 GA2030;                    North         East    Units  Estimated Accuracy
 GA2030;SPC TN       -   191,730.      829,560.      MT  (+/- 180 meters Scaled)
 GA2030
 GA2030                          SUPERSEDED SURVEY CONTROL
 GA2030
 GA2030  NGVD 29 (??/??/92)  439.084  (m)         1440.56   (f) ADJ UNCH    2 0
 GA2030
 GA2030.Superseded values are not recommended for survey control.
 GA2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2030.See file dsdata.txt to determine how the superseded data were derived.
 GA2030
 GA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV790905(NAD 83)
 GA2030_MARKER: DR = REFERENCE MARK DISK
 GA2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2030_STAMPING: MOORE NO 1 1961
 GA2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2030+STABILITY: SURFACE MOTION
 GA2030
 GA2030  HISTORY     - Date     Condition        Report By
 GA2030  HISTORY     - 1961     MONUMENTED       CGS
 GA2030  HISTORY     - 1969     GOOD             NGS
 GA2030  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA2030
 GA2030                          STATION DESCRIPTION
 GA2030
 GA2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2030'3 MI NW FROM DANDRIDGE.
 GA2030'THE MARK IS AT THE MOORE 1961 1969 TRAVERSE STATION SITE, 139.94
 GA2030'FEET NORTH OF MOORE R.M. 2, 99.27 FEET NORTH-NORTHEAST OF MOORE
 GA2030'1961 1969, 83 FEET NORTH OF THE SOUTHEAST CORNER OF A MACHINE
 GA2030'SHED, 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN BARN
 GA2030'STRUCTURE, AND 1.3 FEET SOUTHWEST OF A METAL WITNESS POST AND
 GA2030'SIGN.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GA2030'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2030'STAMPED MOORE NO 1 1961.  NOTE-- SEE DESCR. FOR STATION MOORE.
 GA2030
 GA2030                          STATION RECOVERY (1980)
 GA2030
 GA2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2029 ***********************************************************************
 GA2029  DESIGNATION -  MOORE RM 2
 GA2029  PID         -  GA2029
 GA2029  STATE/COUNTY-  TN/JEFFERSON
 GA2029  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2029
 GA2029                         *CURRENT SURVEY CONTROL
 GA2029  ___________________________________________________________________
 GA2029* NAD 83(1986)-  36 02 04.     (N)    083 27 09.     (W)     SCALED    
 GA2029* NAVD 88     -       436.815  (meters)    1433.12   (feet)  ADJUSTED  
 GA2029  ___________________________________________________________________
 GA2029  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GA2029  DYNAMIC HT  -         436.407 (meters)    1431.78  (feet)  COMP
 GA2029  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 GA2029
 GA2029  VERT ORDER  -  SECOND    CLASS 0
 GA2029
 GA2029.The horizontal coordinates were scaled from a topographic map and have
 GA2029.an estimated accuracy of +/- 6 seconds.
 GA2029
 GA2029.The orthometric height was determined by differential leveling
 GA2029.and adjusted by the National Geodetic Survey in June 1991..
 GA2029
 GA2029.The geoid height was determined by GEOID03.
 GA2029
 GA2029.The dynamic height is computed by dividing the NAVD 88
 GA2029.geopotential number by the normal gravity value computed on the
 GA2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2029.degrees latitude (g = 980.6199 gals.).
 GA2029
 GA2029.The modeled gravity was interpolated from observed gravity values.
 GA2029
 GA2029;                    North         East    Units  Estimated Accuracy
 GA2029;SPC TN       -   191,730.      829,560.      MT  (+/- 180 meters Scaled)
 GA2029
 GA2029                          SUPERSEDED SURVEY CONTROL
 GA2029
 GA2029  NGVD 29 (??/??/92)  436.976  (m)         1433.65   (f) ADJ UNCH    2 0
 GA2029
 GA2029.Superseded values are not recommended for survey control.
 GA2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2029.See file dsdata.txt to determine how the superseded data were derived.
 GA2029
 GA2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV790905(NAD 83)
 GA2029_MARKER: DR = REFERENCE MARK DISK
 GA2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2029_STAMPING: MOORE NO 2 1961
 GA2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2029+STABILITY: SURFACE MOTION
 GA2029
 GA2029  HISTORY     - Date     Condition        Report By
 GA2029  HISTORY     - 1961     MONUMENTED       CGS
 GA2029  HISTORY     - 1969     GOOD             NGS
 GA2029  HISTORY     - 1980     GOOD             NGS
 GA2029
 GA2029                          STATION DESCRIPTION
 GA2029
 GA2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2029'3 MI NW FROM DANDRIDGE.
 GA2029'THE MARK IS AT THE MOORE 1961 1969 TRAVERSE STATION SITE, 139.94
 GA2029'FEET SOUTH OF MOORE R.M. 1, 58 FEET SOUTHEAST OF THE SOUTHEAST
 GA2029'CORNER OF A MACHINE SHED, 53.78 FEET SOUTHEAST OF MOORE 1961 1969,
 GA2029'1.2 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN, AND 1.0 FOOT
 GA2029'NORTHEAST OF A SOUTHEAST FENCE CORNER POST.  IT IS A STANDARD
 GA2029'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GA2029'CONCRETE MONUMENT AND THE DISK IS STAMPED MOORE NO 2 1961.
 GA2029'NOTE-- SEE DESCR. FOR STATION MOORE.
 GA2029
 GA2029                          STATION RECOVERY (1980)
 GA2029
 GA2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2029'IT IS 42 FEET SOUTHEAST OF A METAL WITNESS POST AND 13 FEET EAST OF A
 GA2029'FENCE CORNER AND A 4 INCH TWIN CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1683 ***********************************************************************
 GD1683  DESIGNATION -  MOORING
 GD1683  PID         -  GD1683
 GD1683  STATE/COUNTY-  TN/LAKE
 GD1683  USGS QUAD   -  MOORING (1983)
 GD1683
 GD1683                         *CURRENT SURVEY CONTROL
 GD1683  ___________________________________________________________________
 GD1683* NAD 83(1995)-  36 19 33.14528(N)    089 32 21.10100(W)     ADJUSTED  
 GD1683* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 GD1683  ___________________________________________________________________
 GD1683  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 GD1683  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD1683
 GD1683  HORZ ORDER  -  SECOND
 GD1683
 GD1683.The horizontal coordinates were established by classical geodetic methods
 GD1683.and adjusted by the National Geodetic Survey in April 1999..
 GD1683
 GD1683.The orthometric height was scaled from a topographic map.
 GD1683
 GD1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1683
 GD1683.The geoid height was determined by GEOID03.
 GD1683
 GD1683;                    North         East     Units Scale Factor Converg.
 GD1683;SPC TN       -   226,819.206   282,285.138   MT  0.99998516   -2 04 19.1
 GD1683;SPC TN       -   744,156.01    926,130.49   sFT  0.99998516   -2 04 19.1
 GD1683;SPC MO E     -    55,077.371   336,267.405   MT  1.00002499   +0 34 09.1
 GD1683;UTM  16      - 4,023,086.586   272,071.202   MT  1.00024014   -1 30 17.3
 GD1683
 GD1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1683!SPC TN       -   0.99999127  x   0.99998516  =   0.99997643
 GD1683!SPC MO E     -   0.99999127  x   1.00002499  =   1.00001626
 GD1683!UTM  16      -   0.99999127  x   1.00024014  =   1.00023140
 GD1683
 GD1683|---------------------------------------------------------------------|
 GD1683| PID    Reference Object                     Distance      Geod. Az  |
 GD1683|                                                           dddmmss.s |
 GD1683| GD1995 MOORING RM 1                         28.600 METERS 11653     |
 GD1683| GD1997 MOORING AZ MK                                      1985241.5 |
 GD1683| GD1996 MOORING RM 2                         28.687 METERS 22545     |
 GD1683|---------------------------------------------------------------------|
 GD1683
 GD1683                          SUPERSEDED SURVEY CONTROL
 GD1683
 GD1683  NAD 83(1995)-  36 19 33.15055(N)    089 32 21.10117(W) AD(       ) 2
 GD1683  NAD 83(1995)-  36 19 33.15214(N)    089 32 21.10369(W) AD(       ) 2
 GD1683  NAD 83(1986)-  36 19 33.15659(N)    089 32 21.10091(W) AD(       ) 2
 GD1683  NAD 27      -  36 19 32.91870(N)    089 32 20.82600(W) AD(       ) 2
 GD1683
 GD1683.Superseded values are not recommended for survey control.
 GD1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1683.See file dsdata.txt to determine how the superseded data were derived.
 GD1683
 GD1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7207123087(NAD 83)
 GD1683_MARKER: DS = TRIANGULATION STATION DISK
 GD1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1683+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 GD1683
 GD1683  HISTORY     - Date     Condition        Report By
 GD1683  HISTORY     - 1959     MONUMENTED       CGS
 GD1683  HISTORY     - 20041020 GOOD             USE
 GD1683
 GD1683                          STATION DESCRIPTION
 GD1683
 GD1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1683'THE STATION IS ABOUT 5 MILES SOUTHWEST OF TIPTONVILLE, ABOUT 3-1/2
 GD1683'MILES WEST OF WYNNBURG AND ON PROPERTY BELONGING TO THE U.S.
 GD1683'GOVERNMENT.  IT IS 112 FEET NORTH OF THE NORTHWEST CORNER OF A
 GD1683'FRAME HOUSE, 95 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 GD1683'CONCRETE BUILDING, 45 FEET EAST OF THE CENTER OF THE TOP OF
 GD1683'THE LEVEE, 35 FEET WEST OF THE CENTERLINE OF A PAVED ROAD AND 3 FEET
 GD1683'EAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 GD1683'DISK IS STAMPED MOORING 1959.
 GD1683'
 GD1683'TO REACH THE STATION FROM THE MAIN INTERSECTION AND BLINKER LIGHT IN
 GD1683'WYNNBURG, GO WEST ON A PAVED ROAD FOR 1.2 MILES TO A T-ROAD.  TURN
 GD1683'LEFT AND GO SOUTH AND THEN WEST FOR 0.6 MILE TO A SIDE ROAD LEFT.
 GD1683'CONTINUE AHEAD WEST ON THE PAVED ROAD FOR 0.6 MILE TO A T-ROAD.
 GD1683'TURN RIGHT AND GO NORTH FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN
 GD1683'LEFT AND GO WEST ON A PAVED ROAD FOR 1.1 MILES TO A FORK.  TAKE THE
 GD1683'LEFT FORK AND GO SOUTHWEST ON THE PAVED ROAD FOR 0.25 MILE TO THE
 GD1683'STATION AS DESCRIBED.
 GD1683'
 GD1683'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON THE PAVED
 GD1683'ROAD FOR 0.25 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON A
 GD1683'GRAVELED ROAD TO THE TOP OF THE LEVEE AND A SIDE ROAD LEFT.  TURN
 GD1683'LEFT AND FOLLOW THE ROAD SOUTH ALONG THE TOP OF THE LEVEE FOR
 GD1683'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GD1683'
 GD1683'REFERENCE MARK 1 IS 56 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 GD1683'10 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK BUILDING
 GD1683'AND 9 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 GD1683'DISK IS STAMPED MOORING NO 1 1959.
 GD1683'
 GD1683'REFERENCE MARK 2 IS 85 FEET NORTH OF A FENCE CORNER, 41 FEET WEST OF
 GD1683'THE CENTERLINE OF THE PAVED ROAD AND 32 FEET EAST OF THE CENTER OF
 GD1683'THE TOP OF THE LEVEE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1683'MOORING NO 2 1959.
 GD1683'
 GD1683'THE AZIMUTH MARK IS 126 FEET WEST OF A POWER POLE, 107 FEET NORTHWEST
 GD1683'OF THE NORTHWEST CORNER OF AN OLD FRAME HOUSE, 4 FEET NORTH OF A
 GD1683'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1683'MOORING 1959.
 GD1683'
 GD1683'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1683
 GD1683                          STATION RECOVERY (2004)
 GD1683
 GD1683'RECOVERY NOTE BY US ENGINEERS 2004 (ZC)
 GD1683'RECOVERED AS DESCRIBED.  REFERENCE MARKS 1 AND 2 SEARCHED FOR BUT NOT
 GD1683'FOUND.  MARK IS SUITABLE FOR GPS OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2511 ***********************************************************************
 FE2511  DESIGNATION -  MOORMAN
 FE2511  PID         -  FE2511
 FE2511  STATE/COUNTY-  TN/FAYETTE
 FE2511  USGS QUAD   -  LACONIA (1983)
 FE2511
 FE2511                         *CURRENT SURVEY CONTROL
 FE2511  ___________________________________________________________________
 FE2511* NAD 83(1995)-  35 17 01.23861(N)    089 21 45.35513(W)     ADJUSTED  
 FE2511* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 FE2511  ___________________________________________________________________
 FE2511  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FE2511  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FE2511
 FE2511  HORZ ORDER  -  THIRD
 FE2511
 FE2511.The horizontal coordinates were established by classical geodetic methods
 FE2511.and adjusted by the National Geodetic Survey in April 1999..
 FE2511
 FE2511.The orthometric height was scaled from a topographic map.
 FE2511
 FE2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2511
 FE2511.The geoid height was determined by GEOID03.
 FE2511
 FE2511;                    North         East     Units Scale Factor Converg.
 FE2511;SPC TN       -   110,695.517   294,159.636   MT  0.99999423   -1 58 07.0
 FE2511;SPC TN       -   363,173.54    965,088.74   sFT  0.99999423   -1 58 07.0
 FE2511;UTM  16      - 3,907,062.272   285,135.227   MT  1.00016899   -1 21 54.8
 FE2511
 FE2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2511!SPC TN       -   0.99998377  x   0.99999423  =   0.99997800
 FE2511!UTM  16      -   0.99998377  x   1.00016899  =   1.00015276
 FE2511
 FE2511:                Primary Azimuth Mark                     Grid Az
 FE2511:SPC TN       -  LACONIA LOT WT 27                        092 31 52.5
 FE2511:UTM  16      -  LACONIA LOT WT 27                        091 55 40.3
 FE2511
 FE2511|---------------------------------------------------------------------|
 FE2511| PID    Reference Object                     Distance      Geod. Az  |
 FE2511|                                                           dddmmss.s |
 FE2511| FE2509 LACONIA LOT WT 27                   APPROX. 8.2 KM 0903345.5 |
 FE2511| CG4614 MOORMAN AZ MK                                      1404027.1 |
 FE2511| CG4615 MOORMAN RM 1                         28.772 METERS 14148     |
 FE2511| FE2493 SOMERVILLE MUNICIPAL TANK           APPROX. 4.6 KM 1623136.0 |
 FE2511| CG4616 MOORMAN RM 2                         27.022 METERS 26316     |
 FE2511|---------------------------------------------------------------------|
 FE2511
 FE2511                          SUPERSEDED SURVEY CONTROL
 FE2511
 FE2511  NAD 83(1995)-  35 17 01.24269(N)    089 21 45.35742(W) AD(       ) 3
 FE2511  NAD 83(1995)-  35 17 01.24352(N)    089 21 45.35673(W) AD(       ) 3
 FE2511  NAD 83(1986)-  35 17 01.25056(N)    089 21 45.35534(W) AD(       ) 3
 FE2511  NAD 27      -  35 17 00.94590(N)    089 21 45.10020(W) AD(       ) 3
 FE2511
 FE2511.Superseded values are not recommended for survey control.
 FE2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2511.See file dsdata.txt to determine how the superseded data were derived.
 FE2511
 FE2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8513507062(NAD 83)
 FE2511_MARKER: DS = TRIANGULATION STATION DISK
 FE2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2511
 FE2511  HISTORY     - Date     Condition        Report By
 FE2511  HISTORY     - 1958     MONUMENTED       CGS
 FE2511
 FE2511                          STATION DESCRIPTION
 FE2511
 FE2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2511'THE STATION IS ABOUT 2-1/2 MILES NORTH-NORTHWEST OF SOMERVILLE, ABOUT
 FE2511'2-1/2 MILES SOUTHEAST OF MOORMAN AND IS ON HIGHWAY
 FE2511'RIGHT-OF-WAY.  IT IS 47 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 FE2511'HIGHWAY 59, 70 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT
 FE2511'DRIVEWAY, 82 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY 59 AND
 FE2511'THE DIRT DRIVEWAY AND 7 FEET NORTH OF A WHITE WITNESS POST.  THE
 FE2511'MONUMENT IS FLUSH AND THE DISK IS STAMPED MOORMAN 1958.
 FE2511'
 FE2511'TO REACH THE STATION FROM THE NORTH SIDE OF THE SQUARE IN SOMERVILLE,
 FE2511'GO NORTH AND NORTHWEST ON STATE HIGHWAY 59 AND 76 FOR 2.25 MILES TO
 FE2511'THE JUNCTION OF HIGHWAYS 59 AND 76.  CONTINUE NORTHWEST ON HIGHWAY 59
 FE2511'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON HIGHWAY
 FE2511'59 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 FE2511'
 FE2511'REFERENCE MARK 1 IS 43 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 FE2511'HIGHWAY 59 AND 170 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 FE2511'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MOORMAN NO 1
 FE2511'1958.
 FE2511'
 FE2511'REFERENCE MARK 2 IS 40 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT
 FE2511'DRIVEWAY, 19 FEET SOUTHEAST OF A TELEPHONE POLE AND 38 FEET NORTH
 FE2511'OF AN 18 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2511'STAMPED MOORMAN NO 2 1958.
 FE2511'
 FE2511'THE AZIMUTH MARK IS 49 FEET NORTHEAST OF THE CENTERLINE OF STATE
 FE2511'HIGHWAY 59, 1 FOOT NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 FE2511'SOUTHWEST OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 FE2511'STAMPED MOORMAN 1958.
 FE2511'
 FE2511'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE5459 ***********************************************************************
 DE5459  SACS        -  This is a Secondary Airport Control Station.
 DE5459  DESIGNATION -  MOR A
 DE5459  PID         -  DE5459
 DE5459  STATE/COUNTY-  TN/HAMBLEN
 DE5459  USGS QUAD   -  MORRISTOWN (1979)
 DE5459
 DE5459                         *CURRENT SURVEY CONTROL
 DE5459  ___________________________________________________________________
 DE5459* NAD 83(1995)-  36 10 57.69432(N)    083 22 16.46923(W)     ADJUSTED  
 DE5459* NAVD 88     -       390.83   (meters)    1282.2    (feet)  GPS OBS   
 DE5459  ___________________________________________________________________
 DE5459  X           -     594,995.940 (meters)                     COMP
 DE5459  Y           -  -5,119,890.581 (meters)                     COMP
 DE5459  Z           -   3,744,785.247 (meters)                     COMP
 DE5459  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DE5459  ELLIP HEIGHT-         359.82  (meters)          (06/06/02) GPS OBS
 DE5459  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DE5459
 DE5459  HORZ ORDER  -  FIRST
 DE5459  ELLP ORDER  -  THIRD     CLASS II
 DE5459
 DE5459.This mark is at Moore-Murrell Airport (MOR)
 DE5459
 DE5459.The horizontal coordinates were established by GPS observations
 DE5459.and adjusted by the National Geodetic Survey in June 2002..
 DE5459
 DE5459.The orthometric height was determined by GPS observations and a
 DE5459.high-resolution geoid model.
 DE5459
 DE5459.GPS derived orthometric heights for airport stations designated as
 DE5459.PACS or SACS are published to 2 decimal places.  This maintains
 DE5459.centimeter relative accuracy between the PACS and SACS.  It does
 DE5459.not indicate centimeter accuracy relative to other marks which are
 DE5459.part of the NAVD 88 network.
 DE5459
 DE5459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5459
 DE5459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5459
 DE5459.The ellipsoidal height was determined by GPS observations
 DE5459.and is referenced to NAD 83.
 DE5459
 DE5459.The geoid height was determined by GEOID03.
 DE5459
 DE5459;                    North         East     Units Scale Factor Converg.
 DE5459;SPC TN       -   208,361.873   836,434.411   MT  0.99996686   +1 32 20.3
 DE5459;SPC TN       -   683,600.58  2,744,201.90   sFT  0.99996686   +1 32 20.3
 DE5459;UTM  17      - 4,006,817.938   286,761.057   MT  1.00016029   -1 24 01.5
 DE5459
 DE5459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5459!SPC TN       -   0.99994353  x   0.99996686  =   0.99991039
 DE5459!UTM  17      -   0.99994353  x   1.00016029  =   1.00010381
 DE5459
 DE5459:                Primary Azimuth Mark                     Grid Az
 DE5459:SPC TN       -  MORRPORT                                 227 33 50.8
 DE5459:UTM  17      -  MORRPORT                                 230 30 12.6
 DE5459
 DE5459|---------------------------------------------------------------------|
 DE5459| PID    Reference Object                     Distance      Geod. Az  |
 DE5459|                                                           dddmmss.s |
 DE5459| GA3658 MORRPORT                            APPROX. 0.5 KM 2290611.1 |
 DE5459|---------------------------------------------------------------------|
 DE5459
 DE5459                          SUPERSEDED SURVEY CONTROL
 DE5459
 DE5459.No superseded survey control is available for this station.
 DE5459
 DE5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8676106818(NAD 83)
 DE5459_MARKER: DD = SURVEY DISK
 DE5459_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE5459_STAMPING: MOR A 1996
 DE5459_MARK LOGO: NGS   
 DE5459_PROJECTION: FLUSH
 DE5459_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5459+STABILITY: SURFACE MOTION
 DE5459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5459+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE5459_ROD/PIPE-DEPTH: 1.0  meters
 DE5459
 DE5459  HISTORY     - Date     Condition        Report By
 DE5459  HISTORY     - 1996     MONUMENTED       NGS
 DE5459
 DE5459                          STATION DESCRIPTION
 DE5459
 DE5459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 DE5459'THIS STATION IS LOCATED IN THE NORTHEAST PART OF THE AIRPORT BETWEEN
 DE5459'THE RUNWAY AND
 DE5459'TAXIWAY AT THE MOORE-MURRELL AIRPORT.   THIS AIRPORT IS LOCATED ABOUT
 DE5459'5 MILES
 DE5459'SOUTHWEST OF MORRISTOWN ON U.S. HIGHWAY 11E.  OWNERSHIP IS THE CITY OF
 DE5459'MORRISTOWN.
 DE5459'AIRPORT MANAGER IS EVELYN BRYAN JOHNSON, P.O. BOX 1013, MORRISTOWN,
 DE5459'TENNESSEE 37816,
 DE5459'PHONE (615)  586 2483  OR 586 2483.  PERMISSION SHOULD BE OBTAINED
 DE5459'FROM ON SIGHT AIRPORT
 DE5459'PERSONNEL BEFORE ENTERING AIRCRAFT MOVEMENT AREA.
 DE5459' 
 DE5459'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND OLD
 DE5459'U.S. HWY 11E,  GO
 DE5459'SOUTHEAST ON U.S. OLD HIGHWAY 11E FOR 0.45 MILES TO AIRPORT ENTRANCE
 DE5459'ROAD.   TURN LEFT,
 DE5459'EAST, ON THE ROAD FOR 0.05 MILES TO PAVED ROAD LEADING TO GATE.  TURN
 DE5459'LEFT, NORTHEAST, ON
 DE5459'PAVED ROAD FOR 0.05 MILES TO NORTH RAMP AREA.  TURN RIGHT, SOUTHEAST,
 DE5459'ON RAMP FOR 0.05
 DE5459'MILES TO PARALLEL TAXIWAY.  TURN LEFT, NORTHEAST, ON THE PARALLEL
 DE5459'TAXIWAY FOR 0.35 MILES
 DE5459'TO STATION ON RIGHT.
 DE5459' 
 DE5459'THE STATION IS THE CENTER OF A  2-INCH SURVEY DISK SET INTO THE TOP OF
 DE5459'A 1 M (3.3 FT) LONG
 DE5459'FENO PIPE ENCASED IN PVC PIPE WITH  NGS LOGO COVER SURROUNDED BY
 DE5459'CONCRETE FLUSH WITH
 DE5459'THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 DE5459'PIPE. THE
 DE5459'STATION IS 26.8 M (87.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DE5459'TAXIWAY, 21.7 M (71.2 FT)
 DE5459'SOUTHWEST OF THE TAXIWAY CROSSOVER RAMP, AND 17.2 M (56.4 FT)
 DE5459'NORTHWEST OF THE
 DE5459'NORTHWEST EDGE OF THE RUNWAY.
 DE5459' 
 DE5459'THIS STATION HAS BEEN DESIGNATED AS A  SECONDARY AIRPORT CONTROL
 DE5459'STATION (SACS).
 DE5459' 
 DE5459' 
 DE5459' 
 DE5459' 
 DE5459' 
 DE5459' 
 DE5459' 
 DE5459'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1063 ***********************************************************************
 GA1063  DESIGNATION -  MORELOCK
 GA1063  PID         -  GA1063
 GA1063  STATE/COUNTY-  TN/GREENE
 GA1063  USGS QUAD   -  BAILEYTON (1971)
 GA1063
 GA1063                         *CURRENT SURVEY CONTROL
 GA1063  ___________________________________________________________________
 GA1063* NAD 83(1995)-  36 21 28.15699(N)    082 45 07.24893(W)     ADJUSTED  
 GA1063* NAVD 88     -       395.474  (meters)    1297.48   (feet)  ADJUSTED  
 GA1063  ___________________________________________________________________
 GA1063  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GA1063  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1063  DYNAMIC HT  -         395.105 (meters)    1296.27  (feet)  COMP
 GA1063  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA1063
 GA1063  HORZ ORDER  -  SECOND
 GA1063  VERT ORDER  -  SECOND    CLASS 0
 GA1063
 GA1063.The horizontal coordinates were established by classical geodetic methods
 GA1063.and adjusted by the National Geodetic Survey in April 1999..
 GA1063
 GA1063.The orthometric height was determined by differential leveling
 GA1063.and adjusted by the National Geodetic Survey in June 1991..
 GA1063
 GA1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1063
 GA1063.The geoid height was determined by GEOID03.
 GA1063
 GA1063.The dynamic height is computed by dividing the NAVD 88
 GA1063.geopotential number by the normal gravity value computed on the
 GA1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1063.degrees latitude (g = 980.6199 gals.).
 GA1063
 GA1063.The modeled gravity was interpolated from observed gravity values.
 GA1063
 GA1063;                    North         East     Units Scale Factor Converg.
 GA1063;SPC TN       -   229,455.807   891,465.380   MT  0.99999009   +1 54 05.4
 GA1063;SPC TN       -   752,806.26  2,924,749.33   sFT  0.99999009   +1 54 05.4
 GA1063;UTM  17      - 4,025,062.318   342,804.245   MT  0.99990446   -1 02 19.9
 GA1063
 GA1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1063!SPC TN       -   0.99994286  x   0.99999009  =   0.99993295
 GA1063!UTM  17      -   0.99994286  x   0.99990446  =   0.99984733
 GA1063
 GA1063:                Primary Azimuth Mark                     Grid Az
 GA1063:SPC TN       -  AIRWAY BEACON 23                         035 13 46.2
 GA1063:UTM  17      -  AIRWAY BEACON 23                         038 10 11.5
 GA1063
 GA1063|---------------------------------------------------------------------|
 GA1063| PID    Reference Object                     Distance      Geod. Az  |
 GA1063|                                                           dddmmss.s |
 GA1063| GA3392 AIRWAY BEACON 23                    APPROX. 7.3 KM 0370751.6 |
 GA1063| GA1062 MORELOCK RM 1                        16.077 METERS 11815     |
 GA1063| GA1061 MORELOCK AZ MK                                     2055517.3 |
 GA1063| GA1064 MORELOCK RM 2                        26.627 METERS 22754     |
 GA1063| GA1055 CANEY                               APPROX. 3.9 KM 2560426.0 |
 GA1063|---------------------------------------------------------------------|
 GA1063
 GA1063                          SUPERSEDED SURVEY CONTROL
 GA1063
 GA1063  NAD 83(1995)-  36 21 28.15911(N)    082 45 07.25171(W) AD(       ) 2
 GA1063  NAD 83(1995)-  36 21 28.16628(N)    082 45 07.26494(W) AD(       ) 2
 GA1063  NAD 83(1995)-  36 21 28.16152(N)    082 45 07.25182(W) AD(       ) 2
 GA1063  NAD 83(1986)-  36 21 28.16405(N)    082 45 07.25287(W) AD(       ) 2
 GA1063  NAD 27      -  36 21 27.80210(N)    082 45 07.68200(W) AD(       ) 2
 GA1063  NGVD 29 (??/??/92)  395.611  (m)         1297.93   (f) ADJ UNCH    2 0
 GA1063
 GA1063.Superseded values are not recommended for survey control.
 GA1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1063.See file dsdata.txt to determine how the superseded data were derived.
 GA1063
 GA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4280425062(NAD 83)
 GA1063_MARKER: DB = BENCH MARK DISK
 GA1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1063_STAMPING: MORELOCK 1961
 GA1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1063+STABILITY: SURFACE MOTION
 GA1063
 GA1063  HISTORY     - Date     Condition        Report By
 GA1063  HISTORY     - 1961     MONUMENTED       CGS
 GA1063  HISTORY     - 1961     GOOD             CGS
 GA1063
 GA1063                          STATION DESCRIPTION
 GA1063
 GA1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA1063'THE STATION IS LOCATED IN OPEN PASTURE LAND ON THE PROPERTY OF MR.
 GA1063'SAM MORELOCK , ABOUT 4-1/2
 GA1063'MILES EAST OF BAILEYTON AND 3 MILES WEST OF
 GA1063'JEAROLDSTOWN.
 GA1063'
 GA1063'TO REACH FROM THE CROSSROAD, JUST WEST OF THE V. E. JONES GROCERY IN
 GA1063'THE CANEY CREEK COMMUNITY,
 GA1063'ABOUT 2.8 MILES EAST OF BAILEYTON, GO EASTERLY ON AN
 GA1063'OILED ROAD FOR 1.95 MILES TO A SIDE
 GA1063'ROAD RIGHT AND THE AZIMUTH MARK
 GA1063'ABOUT 0.05 MILE EAST OF THIS SIDE ROAD ALONG THE SOUTH
 GA1063'RIGHT-OF-WAY.
 GA1063'HERE CONTINUE EAST ON THE OILED ROAD FOR 0.15 MILE TO A GRAVELED FARM
 GA1063'LANE ON THE LEFT,
 GA1063'TURN LEFT, NORTH, AND GO 0.1 MILE TO THE TOP OF A
 GA1063'LOW RISE AND THE STATION ON THE
 GA1063'RIGHT AS DESCRIBED.
 GA1063'
 GA1063'THE STATION IS 74 FEET NORTHWEST OF A LONE CEDAR TREE, 22 FEET EAST
 GA1063'OF THE CENTER OF THE
 GA1063'FARM LANE AND 11.5 FEET EAST OF A WITNESS POST AND WIRE
 GA1063'FENCE.  IT IS A STANDARD DISK,
 GA1063'SET IN A CONCRETE MONUMENT ABOUT 2
 GA1063'INCHES BELOW THE SURFACE OF THE GROUND AND IS
 GA1063'STAMPED MORELOCK 1961.
 GA1063'
 GA1063'REFERENCE MARK NO. 1 IS 50 FEET EAST OF A WIRE FENCE, 21 FEET
 GA1063'NORTHWEST OF A LONE CEDAR
 GA1063'TREE AND ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION.
 GA1063'IT IS A STANDARD DISK, SET IN
 GA1063'A CONCRETE MONUMENT ABOUT 2 INCHES
 GA1063'BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 GA1063'MORELOCK NO 1 1961.
 GA1063'
 GA1063'REFERENCE MA RK NO. 2 IS ACROSS THE FARM LANE FROM THE STATION, 113
 GA1063'FEET SOUTH OF A WIRE FENCE
 GA1063'AND 48 FEET WEST OF A WIRE FENCE.  IT IS A STANDARD
 GA1063'DISK, SET IN A CONCRETE MONUMENT
 GA1063'ABOUT 2 INCHES BELOW THE SURFACE OF
 GA1063'THE GROUND AND IS STAMPED MORELOCK NO 2 1961.
 GA1063'
 GA1063'THE AZIMUTH MARK IS 24 FEET SOUTHEAST OF THE CENTER OF AN OILED ROAD,
 GA1063'22 FEET EAST OF POWER POLE
 GA1063'NO.  101, 21 FEET WEST OF A FENCE CORNER POST AT
 GA1063'THE NORTHWEST CORNER OF A GARDEN
 GA1063'PLOT, 2.2 FEET WEST OF A WITNESS
 GA1063'POST, AND 1.5 FEET NORTH OF A WOVEN WIRE FENCE
 GA1063'ALONG THE NORTH SIDE
 GA1063'OF A GARDEN PLOT.  IT IS A STANDARD DISK, SET IN A CONCRETE
 GA1063'MONUMENT THAT
 GA1063'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GA1063'STAMPED MORELOCK 1961.
 GA1063'
 GA1063'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GA1063
 GA1063                          STATION RECOVERY (1961)
 GA1063
 GA1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GA1063'5.2 MI E FROM BAILEYTON.
 GA1063'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 5.15 MILES EAST ON
 GA1063'ROMEO ROAD TO THE T JUNCTION OF A GRAVELED FARM LANE TO THE LEFT,
 GA1063'TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE TOP OF A LOW RISE AND
 GA1063'THE STATION ON THE RIGHT.  74 FT. NORTHWEST OF A LONE CEDAR TREE,
 GA1063'22 FT. EAST OF THE CENTER OF THE FARM LANE AND 11.5 FT. EAST OF
 GA1063'A WITNESS SIGN AND WIRE FENCE.  THE DISK IS SET IN TOP OF A
 GA1063'CONCRETE POST THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1061 ***********************************************************************
 GA1061  DESIGNATION -  MORELOCK AZ MK
 GA1061  PID         -  GA1061
 GA1061  STATE/COUNTY-  TN/GREENE
 GA1061  USGS QUAD   -  BAILEYTON (1971)
 GA1061
 GA1061                         *CURRENT SURVEY CONTROL
 GA1061  ___________________________________________________________________
 GA1061* NAD 83(1986)-  36 21 17.     (N)    082 45 14.     (W)     SCALED    
 GA1061* NAVD 88     -       379.369  (meters)    1244.65   (feet)  ADJUSTED  
 GA1061  ___________________________________________________________________
 GA1061  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1061  DYNAMIC HT  -         379.016 (meters)    1243.49  (feet)  COMP
 GA1061  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 GA1061
 GA1061  VERT ORDER  -  SECOND    CLASS 0
 GA1061
 GA1061.The horizontal coordinates were scaled from a topographic map and have
 GA1061.an estimated accuracy of +/- 6 seconds.
 GA1061
 GA1061.The orthometric height was determined by differential leveling
 GA1061.and adjusted by the National Geodetic Survey in June 1991..
 GA1061
 GA1061.The geoid height was determined by GEOID03.
 GA1061
 GA1061.The dynamic height is computed by dividing the NAVD 88
 GA1061.geopotential number by the normal gravity value computed on the
 GA1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1061.degrees latitude (g = 980.6199 gals.).
 GA1061
 GA1061.The modeled gravity was interpolated from observed gravity values.
 GA1061
 GA1061;                    North         East    Units  Estimated Accuracy
 GA1061;SPC TN       -   229,110.      891,310.      MT  (+/- 180 meters Scaled)
 GA1061
 GA1061                          SUPERSEDED SURVEY CONTROL
 GA1061
 GA1061  NGVD 29 (??/??/92)  379.506  (m)         1245.10   (f) ADJ UNCH    2 0
 GA1061
 GA1061.Superseded values are not recommended for survey control.
 GA1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1061.See file dsdata.txt to determine how the superseded data were derived.
 GA1061
 GA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA426247(NAD 83)
 GA1061_MARKER: DZ = AZIMUTH MARK DISK
 GA1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1061_STAMPING: MORELOCK 1961
 GA1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1061+STABILITY: SURFACE MOTION
 GA1061
 GA1061  HISTORY     - Date     Condition        Report By
 GA1061  HISTORY     - 1961     MONUMENTED       CGS
 GA1061
 GA1061                          STATION DESCRIPTION
 GA1061
 GA1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1061'5 MI E FROM BAILEYTON.
 GA1061'FROM THE BAILEYTON SCHOOL IN BAILEYTON, GO 5.0 MILES EAST ON
 GA1061'ROMEO ROAD TO THE T JUNCTION OF A GRAVELED ROAD LEADING SOUTH.
 GA1061'THE AZIMUTH MARK IS ABOUT 0.05 MILE EAST OF THE T JUNCTION, 24
 GA1061'FT. SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 22 FT. EAST OF
 GA1061'POWER POLE NO. 101, 21 FT. EAST OF A FENCE CORNER POST AT THE
 GA1061'NORTHWEST CORNER OF A GARDEN PLOT, 2.2 FT. WEST OF A WITNESS SIGN,
 GA1061'AND 1.5 FT. NORTH OF A WOVEN WIRE FENCE ALONG THE NORTH SIDE OF
 GA1061'A GARDEN PLOT.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING
 GA1061'3 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1062 ***********************************************************************
 GA1062  DESIGNATION -  MORELOCK RM 1
 GA1062  PID         -  GA1062
 GA1062  STATE/COUNTY-  TN/GREENE
 GA1062  USGS QUAD   -  BAILEYTON (1971)
 GA1062
 GA1062                         *CURRENT SURVEY CONTROL
 GA1062  ___________________________________________________________________
 GA1062* NAD 83(1986)-  36 21 27.     (N)    082 45 07.     (W)     SCALED    
 GA1062* NAVD 88     -       394.773  (meters)    1295.18   (feet)  ADJUSTED  
 GA1062  ___________________________________________________________________
 GA1062  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1062  DYNAMIC HT  -         394.405 (meters)    1293.98  (feet)  COMP
 GA1062  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA1062
 GA1062  VERT ORDER  -  SECOND    CLASS 0
 GA1062
 GA1062.The horizontal coordinates were scaled from a topographic map and have
 GA1062.an estimated accuracy of +/- 6 seconds.
 GA1062
 GA1062.The orthometric height was determined by differential leveling
 GA1062.and adjusted by the National Geodetic Survey in June 1991..
 GA1062
 GA1062.The geoid height was determined by GEOID03.
 GA1062
 GA1062.The dynamic height is computed by dividing the NAVD 88
 GA1062.geopotential number by the normal gravity value computed on the
 GA1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1062.degrees latitude (g = 980.6199 gals.).
 GA1062
 GA1062.The modeled gravity was interpolated from observed gravity values.
 GA1062
 GA1062;                    North         East    Units  Estimated Accuracy
 GA1062;SPC TN       -   229,420.      891,470.      MT  (+/- 180 meters Scaled)
 GA1062
 GA1062                          SUPERSEDED SURVEY CONTROL
 GA1062
 GA1062  NGVD 29 (??/??/92)  394.911  (m)         1295.64   (f) ADJ UNCH    2 0
 GA1062
 GA1062.Superseded values are not recommended for survey control.
 GA1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1062.See file dsdata.txt to determine how the superseded data were derived.
 GA1062
 GA1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA428250(NAD 83)
 GA1062_MARKER: DR = REFERENCE MARK DISK
 GA1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1062_STAMPING: MORELOCK NO 1 1961
 GA1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1062+STABILITY: SURFACE MOTION
 GA1062
 GA1062  HISTORY     - Date     Condition        Report By
 GA1062  HISTORY     - 1961     MONUMENTED       CGS
 GA1062
 GA1062                          STATION DESCRIPTION
 GA1062
 GA1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1062'5.2 MI E FROM BAILEYTON.
 GA1062'THIS MARK IS LOCATED AT THE MORELOCK 1961 STATION SITE, 52.7 FT.
 GA1062'SOUTHEAST OF THE STATION MARK, 50 FT. EAST OF A WIRE FENCE, 21 FT.
 GA1062'NORTHWEST OF A LONE CEDAR TREE AND 1 FT. BELOW THE LEVEL OF THE
 GA1062'STATION.  THE DISK IS SET IN TOP OF A CONCRETE POST 2 INCHES
 GA1062'BELOW THE SURFACE OF THE GROUND.  NOTE-- SEE DESCRIPTION FOR
 GA1062'STATION MORELOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1064 ***********************************************************************
 GA1064  DESIGNATION -  MORELOCK RM 2
 GA1064  PID         -  GA1064
 GA1064  STATE/COUNTY-  TN/GREENE
 GA1064  USGS QUAD   -  BAILEYTON (1971)
 GA1064
 GA1064                         *CURRENT SURVEY CONTROL
 GA1064  ___________________________________________________________________
 GA1064* NAD 83(1986)-  36 21 27.     (N)    082 45 07.     (W)     SCALED    
 GA1064* NAVD 88     -       394.934  (meters)    1295.71   (feet)  ADJUSTED  
 GA1064  ___________________________________________________________________
 GA1064  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GA1064  DYNAMIC HT  -         394.566 (meters)    1294.51  (feet)  COMP
 GA1064  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GA1064
 GA1064  VERT ORDER  -  SECOND    CLASS 0
 GA1064
 GA1064.The horizontal coordinates were scaled from a topographic map and have
 GA1064.an estimated accuracy of +/- 6 seconds.
 GA1064
 GA1064.The orthometric height was determined by differential leveling
 GA1064.and adjusted by the National Geodetic Survey in June 1991..
 GA1064
 GA1064.The geoid height was determined by GEOID03.
 GA1064
 GA1064.The dynamic height is computed by dividing the NAVD 88
 GA1064.geopotential number by the normal gravity value computed on the
 GA1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1064.degrees latitude (g = 980.6199 gals.).
 GA1064
 GA1064.The modeled gravity was interpolated from observed gravity values.
 GA1064
 GA1064;                    North         East    Units  Estimated Accuracy
 GA1064;SPC TN       -   229,420.      891,470.      MT  (+/- 180 meters Scaled)
 GA1064
 GA1064                          SUPERSEDED SURVEY CONTROL
 GA1064
 GA1064  NGVD 29 (??/??/92)  395.072  (m)         1296.17   (f) ADJ UNCH    2 0
 GA1064
 GA1064.Superseded values are not recommended for survey control.
 GA1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1064.See file dsdata.txt to determine how the superseded data were derived.
 GA1064
 GA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA428250(NAD 83)
 GA1064_MARKER: DR = REFERENCE MARK DISK
 GA1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1064_STAMPING: MORELOCK NO 2 1961
 GA1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1064+STABILITY: SURFACE MOTION
 GA1064
 GA1064  HISTORY     - Date     Condition        Report By
 GA1064  HISTORY     - 1961     MONUMENTED       CGS
 GA1064
 GA1064                          STATION DESCRIPTION
 GA1064
 GA1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1064'5.2 MI E FROM BAILEYTON.
 GA1064'THIS MARK IS LOCATED AT THE MORELOCK 1961 STATION SITE, 87.4 FT.
 GA1064'SOUTHWEST OF THE STATION MARK, 113 FT. SOUTH OF A WIRE FENCE AND
 GA1064'48 FT. WEST OF A WIRE FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GA1064'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE-- SEE
 GA1064'DESCRIPTION FOR STATION MORELOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1490 ***********************************************************************
 FE1490  DESIGNATION -  MORIAH
 FE1490  PID         -  FE1490
 FE1490  STATE/COUNTY-  TN/SHELBY
 FE1490  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1490
 FE1490                         *CURRENT SURVEY CONTROL
 FE1490  ___________________________________________________________________
 FE1490* NAD 83(1995)-  35 05 00.63340(N)    089 53 36.27113(W)     ADJUSTED  
 FE1490* NAVD 88     -        89.100  (meters)     292.32   (feet)  ADJUSTED  
 FE1490  ___________________________________________________________________
 FE1490  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FE1490  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1490  DYNAMIC HT  -          89.018 (meters)     292.05  (feet)  COMP
 FE1490  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 FE1490
 FE1490  HORZ ORDER  -  SECOND
 FE1490  VERT ORDER  -  SECOND    CLASS 0
 FE1490
 FE1490.The horizontal coordinates were established by classical geodetic methods
 FE1490.and adjusted by the National Geodetic Survey in April 1999..
 FE1490
 FE1490.The orthometric height was determined by differential leveling
 FE1490.and adjusted by the National Geodetic Survey in June 1991..
 FE1490
 FE1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1490
 FE1490.The geoid height was determined by GEOID03.
 FE1490
 FE1490.The dynamic height is computed by dividing the NAVD 88
 FE1490.geopotential number by the normal gravity value computed on the
 FE1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1490.degrees latitude (g = 980.6199 gals.).
 FE1490
 FE1490.The modeled gravity was interpolated from observed gravity values.
 FE1490
 FE1490;                    North         East     Units Scale Factor Converg.
 FE1490;SPC TN       -    90,295.027   245,021.064   MT  1.00003355   -2 16 45.7
 FE1490;SPC TN       -   296,242.93    803,873.27   sFT  1.00003355   -2 16 45.7
 FE1490;UTM  16      - 3,886,134.360   236,201.848   MT  1.00045774   -1 39 50.4
 FE1490
 FE1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1490!SPC TN       -   0.99999032  x   1.00003355  =   1.00002387
 FE1490!UTM  16      -   0.99999032  x   1.00045774  =   1.00044805
 FE1490
 FE1490:                Primary Azimuth Mark                     Grid Az
 FE1490:SPC TN       -  TS H 1                                   021 08 35.0
 FE1490:UTM  16      -  TS H 1                                   020 31 39.7
 FE1490
 FE1490|---------------------------------------------------------------------|
 FE1490| PID    Reference Object                     Distance      Geod. Az  |
 FE1490|                                                           dddmmss.s |
 FE1490| FE2570 TS H 1                              APPROX. 1.3 KM 0185149.3 |
 FE1490| FE1491 MORIAH RM 1                          23.934 METERS 05718     |
 FE1490| FE1492 MORIAH RM 2                          64.511 METERS 12649     |
 FE1490|---------------------------------------------------------------------|
 FE1490
 FE1490                          SUPERSEDED SURVEY CONTROL
 FE1490
 FE1490  NAD 83(1995)-  35 05 00.63526(N)    089 53 36.26967(W) AD(       ) 2
 FE1490  NAD 83(1995)-  35 05 00.63789(N)    089 53 36.27083(W) AD(       ) 2
 FE1490  NAD 83(1986)-  35 05 00.64339(N)    089 53 36.27159(W) AD(       ) 2
 FE1490  NAD 27      -  35 05 00.31750(N)    089 53 35.96020(W) AD(       ) 2
 FE1490  NGVD 29 (??/??/??)   89.069  (m)          292.22   (f) ADJUSTED    2 0
 FE1490
 FE1490.Superseded values are not recommended for survey control.
 FE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1490.See file dsdata.txt to determine how the superseded data were derived.
 FE1490
 FE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3620286134(NAD 83)
 FE1490_MARKER: DE = TRAVERSE STATION DISK
 FE1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1490_SP_SET: BRIDGE
 FE1490_STAMPING: MORIAH 1959
 FE1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1490
 FE1490  HISTORY     - Date     Condition        Report By
 FE1490  HISTORY     - 1959     MONUMENTED       CGS
 FE1490  HISTORY     - 1959     GOOD             CGS
 FE1490  HISTORY     - 19940912 MARK NOT FOUND   TN1620
 FE1490
 FE1490                          STATION DESCRIPTION
 FE1490
 FE1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE1490'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF THE MAIN
 FE1490'BUSINESS CENTER OF MEMPHIS AND ON THE MT. MORIAH ROAD AND EXPRESS
 FE1490'HIGHWAY INTERCHANGE, WHICH IS NOW UNDER CONSTRUCTION.
 FE1490'
 FE1490'TO REACH THE STATION FROM THE T-INTERSECTION OF WHITE STATION ROAD
 FE1490'AND POPLAR AVENUE, GO WESTERLY ON POPLAR AVENUE FOR 0.45 MILE, TURN
 FE1490'LEFT AND GO SOUTH ON MT. MORIAH ROAD FOR 1.9 MILES TO THE
 FE1490'INTERSECTION OF WILLOW ROAD, CONTINUE SOUTHEAST ON MT.
 FE1490'MORIAH ROAD FOR 0.25 MILE TO BRIDGE AND STATION AS DESCRIBED.
 FE1490'
 FE1490'THE STATION IS A STANDARD TRAVERSE STATION DISK, STAMPED MORIAH 1959,
 FE1490'WHICH IS CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE
 FE1490'CONCRETE WALK-WAY OF BRIDGE.  IT IS 62 FEET EAST-NORTHEAST OF THE
 FE1490'SOUTHWEST WING WALL OF BRIDGE, 33 FEET SOUTHWEST OF THE CENTER OF
 FE1490'BRIDGE AND 2.5 FEET NORTHEAST OF THE SOUTH GUARD RAIL.
 FE1490'
 FE1490'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK, STAMPED MORIAH NO
 FE1490'1 1959, WHICH IS CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE
 FE1490'OF THE CONCRETE WALK-WAY OF BRIDGE.  IT IS 29 FEET EAST-SOUTHEAST OF
 FE1490'THE NORTHWEST WING WALL OF BRIDGE, 41 FEET NORTHEAST OF THE CENTER OF
 FE1490'BRIDGE AND 3 FEET SOUTH-SOUTHEAST OF THE NORTH GUARD RAIL.
 FE1490'
 FE1490'REFERENCE MARK NO. 2 IS A STATE OF TENNESSEE DEPARTMENT OF HIGHWAYS
 FE1490'DISK, NO STAMPING AT PRESENT.  IT IS CEMENTED IN THE CONCRETE
 FE1490'WALK-WAY OF BRIDGE, FLUSH WITH THE SURFACE OF WALK-WAY.  THE MARK IS
 FE1490'29.5 FEET SOUTHWEST OF THE CENTER OF BRIDGE, 7.6 FEET NORTHEAST
 FE1490'OF THE SOUTH OUTER EDGE OF BRIDGE AND 2 FEET WEST OF THE EAST EDGE OF
 FE1490'BRIDGE.
 FE1490'
 FE1490'NO AZIMUTH MARK WAS ESTABLISHED.
 FE1490
 FE1490                          STATION RECOVERY (1959)
 FE1490
 FE1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1490'IN MEMPHIS.
 FE1490'TO REACH THE STATION FROM THE T-INTERSECTION OF WHITE STATION
 FE1490'ROAD AND POPLAR AVENUE, GO WESTERLY ON POPLAR AVENUE FOR 0.45
 FE1490'MILE, TURN LEFT AND GO SOUTH ON MT. MORIAH ROAD FOR 1.9 MILES TO
 FE1490'THE INTERSECTION OF WILLOW ROAD, CONTINUE SOUTHEAST ON MT. MORIAH
 FE1490'ROAD FOR 0.25 MILE TO BRIDGE AND STATION SITE.  IT IS LOCATED
 FE1490'ABOUT 10 MILES EAST-SOUTHEAST OF THE MAIN BUSINESS CENTER OF
 FE1490'MEMPHIS AND ON THE MT. MORIAH ROAD AND EXPRESS HIGHWAY
 FE1490'INTERCHANGE, WHICH IS NOW UNDER CONSTRUCTION.  IT IS CEMENTED
 FE1490'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE WALK-WAY
 FE1490'OF BRIDGE, 62 FEET EAST-NORTHEAST OF THE SOUTHWEST WING WALL OF
 FE1490'BRIDGE, 33 FEET SOUTHWEST OF THE CENTER OF BRIDGE AND 2.5 FEET
 FE1490'NORTHEAST OF THE SOUTH GUARD RAIL.  IT IS 0.7 MILE WEST OF TS-G1.
 FE1490
 FE1490                          STATION RECOVERY (1994)
 FE1490
 FE1490'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1491 ***********************************************************************
 FE1491  DESIGNATION -  MORIAH RM 1
 FE1491  PID         -  FE1491
 FE1491  STATE/COUNTY-  TN/SHELBY
 FE1491  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1491
 FE1491                         *CURRENT SURVEY CONTROL
 FE1491  ___________________________________________________________________
 FE1491* NAD 83(1986)-  35 05 00.     (N)    089 53 35.     (W)     SCALED    
 FE1491* NAVD 88     -        89.120  (meters)     292.39   (feet)  ADJUSTED  
 FE1491  ___________________________________________________________________
 FE1491  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1491  DYNAMIC HT  -          89.037 (meters)     292.12  (feet)  COMP
 FE1491  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FE1491
 FE1491  VERT ORDER  -  SECOND    CLASS 0
 FE1491
 FE1491.The horizontal coordinates were scaled from a topographic map and have
 FE1491.an estimated accuracy of +/- 6 seconds.
 FE1491
 FE1491.The orthometric height was determined by differential leveling
 FE1491.and adjusted by the National Geodetic Survey in June 1991..
 FE1491
 FE1491.The geoid height was determined by GEOID03.
 FE1491
 FE1491.The dynamic height is computed by dividing the NAVD 88
 FE1491.geopotential number by the normal gravity value computed on the
 FE1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1491.degrees latitude (g = 980.6199 gals.).
 FE1491
 FE1491.The modeled gravity was interpolated from observed gravity values.
 FE1491
 FE1491;                    North         East    Units  Estimated Accuracy
 FE1491;SPC TN       -    90,270.      245,050.      MT  (+/- 180 meters Scaled)
 FE1491
 FE1491                          SUPERSEDED SURVEY CONTROL
 FE1491
 FE1491  NGVD 29 (??/??/??)   89.089  (m)          292.29   (f) ADJUSTED    2 0
 FE1491
 FE1491.Superseded values are not recommended for survey control.
 FE1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1491.See file dsdata.txt to determine how the superseded data were derived.
 FE1491
 FE1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD362861(NAD 83)
 FE1491_MARKER: DR = REFERENCE MARK DISK
 FE1491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1491_SP_SET: BRIDGE
 FE1491_STAMPING: MORIAH NO 1 1959
 FE1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1491
 FE1491  HISTORY     - Date     Condition        Report By
 FE1491  HISTORY     - 1959     MONUMENTED       CGS
 FE1491  HISTORY     - 1959     GOOD             CGS
 FE1491  HISTORY     - 19940912 MARK NOT FOUND   TN1620
 FE1491
 FE1491                          STATION DESCRIPTION
 FE1491
 FE1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1491'IN MEMPHIS.
 FE1491'IT IS LOCATED AT THE MORIAH 1959 STATION SITE.  IT IS CEMENTED
 FE1491'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE WALK-WAY
 FE1491'OF BRIDGE.  IT IS 78.5 FEET NORTHEAST OF MORIAH 1959, 29 FEET
 FE1491'EAST-SOUTHEAST OF THE NORTHWEST WING WALL OF BRIDGE, 41 FEET
 FE1491'NORTHEAST OF THE CENTER OF BRIDGE AND 3 FEET SOUTH-SOUTHEAST OF
 FE1491'THE NORTH GUARD RAIL.
 FE1491
 FE1491                          STATION RECOVERY (1994)
 FE1491
 FE1491'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1492 ***********************************************************************
 FE1492  DESIGNATION -  MORIAH RM 2
 FE1492  PID         -  FE1492
 FE1492  STATE/COUNTY-  TN/SHELBY
 FE1492  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1492
 FE1492                         *CURRENT SURVEY CONTROL
 FE1492  ___________________________________________________________________
 FE1492* NAD 83(1986)-  35 04 59.     (N)    089 53 35.     (W)     SCALED    
 FE1492* NAVD 88     -        88.817  (meters)     291.39   (feet)  ADJUSTED  
 FE1492  ___________________________________________________________________
 FE1492  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FE1492  DYNAMIC HT  -          88.735 (meters)     291.12  (feet)  COMP
 FE1492  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 FE1492
 FE1492  VERT ORDER  -  SECOND    CLASS 0
 FE1492
 FE1492.The horizontal coordinates were scaled from a topographic map and have
 FE1492.an estimated accuracy of +/- 6 seconds.
 FE1492
 FE1492.The orthometric height was determined by differential leveling
 FE1492.and adjusted by the National Geodetic Survey in June 1991..
 FE1492
 FE1492.The geoid height was determined by GEOID03.
 FE1492
 FE1492.The dynamic height is computed by dividing the NAVD 88
 FE1492.geopotential number by the normal gravity value computed on the
 FE1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1492.degrees latitude (g = 980.6199 gals.).
 FE1492
 FE1492.The modeled gravity was interpolated from observed gravity values.
 FE1492
 FE1492;                    North         East    Units  Estimated Accuracy
 FE1492;SPC TN       -    90,240.      245,050.      MT  (+/- 180 meters Scaled)
 FE1492
 FE1492                          SUPERSEDED SURVEY CONTROL
 FE1492
 FE1492  NGVD 29 (??/??/??)   88.786  (m)          291.29   (f) ADJUSTED    2 0
 FE1492
 FE1492.Superseded values are not recommended for survey control.
 FE1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1492.See file dsdata.txt to determine how the superseded data were derived.
 FE1492
 FE1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD362860(NAD 83)
 FE1492_MARKER: DR = REFERENCE MARK DISK
 FE1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1492_SP_SET: BRIDGE
 FE1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1492
 FE1492  HISTORY     - Date     Condition        Report By
 FE1492  HISTORY     - UNK      MONUMENTED       TNHD
 FE1492  HISTORY     - 1959     GOOD             TNHD
 FE1492  HISTORY     - 19940912 MARK NOT FOUND   TN1620
 FE1492
 FE1492                          STATION DESCRIPTION
 FE1492
 FE1492'DESCRIBED BY TN HIGHWAY DEPT 1959
 FE1492'IN MEMPHIS.
 FE1492'IT IS LOCATED AT THE MORIAH 1959 STATION SITE.  IT IS CEMENTED
 FE1492'IN THE CONCRETE WALK-WAY OF BRIDGE, FLUSH WITH THE SURFACE OF
 FE1492'WALK-WAY.  IT IS 211.6 FEET SOUTHWEST OF MORIAH 1959, 29.5 FEET
 FE1492'SOUTHWEST OF THE CENTER OF BRIDGE, 7.6 FEET NORTHEAST OF THE
 FE1492'SOUTH OUTER EDGE OF BRIDGE AND 2 FEET WEST OF THE EAST EDGE OF
 FE1492'BRIDGE.
 FE1492
 FE1492                          STATION RECOVERY (1994)
 FE1492
 FE1492'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1994 (KG)
 FE1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2547 ***********************************************************************
 FE2547  DESIGNATION -  MORRIS LOT
 FE2547  PID         -  FE2547
 FE2547  STATE/COUNTY-  TN/FAYETTE
 FE2547  USGS QUAD   -  EADS (1983)
 FE2547
 FE2547                         *CURRENT SURVEY CONTROL
 FE2547  ___________________________________________________________________
 FE2547* NAD 83(1995)-  35 07 40.14863(N)    089 37 31.33889(W)     ADJUSTED  
 FE2547* NAVD 88     -                                                        
 FE2547  ___________________________________________________________________
 FE2547  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FE2547  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE2547
 FE2547  HORZ ORDER  -  THIRD
 FE2547
 FE2547.The horizontal coordinates were established by classical geodetic methods
 FE2547.and adjusted by the National Geodetic Survey in April 1999..
 FE2547
 FE2547
 FE2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2547
 FE2547.The geoid height was determined by GEOID03.
 FE2547
 FE2547;                    North         East     Units Scale Factor Converg.
 FE2547;SPC TN       -    94,268.881   269,629.605   MT  1.00002381   -2 07 20.8
 FE2547;SPC TN       -   309,280.49    884,609.80   sFT  1.00002381   -2 07 20.8
 FE2547;UTM  16      - 3,890,372.835   260,775.091   MT  1.00030536   -1 30 40.9
 FE2547
 FE2547                          SUPERSEDED SURVEY CONTROL
 FE2547
 FE2547  NAD 83(1995)-  35 07 40.15313(N)    089 37 31.33915(W) AD(       ) 4
 FE2547  NAD 83(1995)-  35 07 40.15340(N)    089 37 31.33985(W) AD(       ) 4
 FE2547  NAD 83(1986)-  35 07 40.16007(N)    089 37 31.33899(W) AD(       ) 4
 FE2547  NAD 27      -  35 07 39.83600(N)    089 37 31.04800(W) AD(       ) 3
 FE2547
 FE2547.Superseded values are not recommended for survey control.
 FE2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2547.See file dsdata.txt to determine how the superseded data were derived.
 FE2547
 FE2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6077590373(NAD 83)
 FE2547_MARKER: 57 = LOOKOUT TOWER
 FE2547
 FE2547  HISTORY     - Date     Condition        Report By
 FE2547  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2547
 FE2547                          STATION DESCRIPTION
 FE2547
 FE2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2547'THE STATION IS THE APEX OF THE ROOF OF THE OBSERVATION PLATFORM.  IT
 FE2547'IS ABOUT 6 MILES NORTH-NORTHEAST OF COLLIERVILLE, ABOUT 3 MILES
 FE2547'SOUTHEAST OF FISHERVILLE AND AT THE SOUTH EDGE OF THE FISHERVILLE
 FE2547'LAKE.
 FE2547'
 FE2547'THE LOOKOUT TOWER IS A 4 LEGGED STEEL STRUCTURE 93 FEET HIGH WITH AN
 FE2547'ENCLOSED OBSERVATION PLATFORM ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2537 ***********************************************************************
 FE2537  DESIGNATION -  MORRIS RESET
 FE2537  PID         -  FE2537
 FE2537  STATE/COUNTY-  TN/FAYETTE
 FE2537  USGS QUAD   -  OAKLAND (1983)
 FE2537
 FE2537                         *CURRENT SURVEY CONTROL
 FE2537  ___________________________________________________________________
 FE2537* NAD 83(1995)-  35 08 49.03692(N)    089 37 25.92910(W)     ADJUSTED  
 FE2537* NAVD 88     -       136.2    (meters)     447.     (feet)  VERTCON   
 FE2537  ___________________________________________________________________
 FE2537  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 FE2537  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE2537
 FE2537  HORZ ORDER  -  FIRST
 FE2537
 FE2537.The horizontal coordinates were established by classical geodetic methods
 FE2537.and adjusted by the National Geodetic Survey in April 1999..
 FE2537
 FE2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2537
 FE2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2537
 FE2537.The geoid height was determined by GEOID03.
 FE2537
 FE2537;                    North         East     Units Scale Factor Converg.
 FE2537;SPC TN       -    96,385.367   269,845.074   MT  1.00001978   -2 07 17.6
 FE2537;SPC TN       -   316,224.32    885,316.71   sFT  1.00001978   -2 07 17.6
 FE2537;UTM  16      - 3,892,492.097   260,968.044   MT  1.00030421   -1 30 40.4
 FE2537
 FE2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2537!SPC TN       -   0.99998294  x   1.00001978  =   1.00000272
 FE2537!UTM  16      -   0.99998294  x   1.00030421  =   1.00028714
 FE2537
 FE2537:                Primary Azimuth Mark                     Grid Az
 FE2537:SPC TN       -  MORRIS AZ MK                             010 25 43.7
 FE2537:UTM  16      -  MORRIS AZ MK                             009 49 06.5
 FE2537
 FE2537|---------------------------------------------------------------------|
 FE2537| PID    Reference Object                     Distance      Geod. Az  |
 FE2537|                                                           dddmmss.s |
 FE2537| CG4620 MORRIS AZ MK                                       0081826.1 |
 FE2537| FE2536 MACON RAD STA KID 58 MAST           APPROX.11.0 KM 0772033.0 |
 FE2537| FE2547 MORRIS LOT                          APPROX. 2.1 KM 1834129.1 |
 FE2537| CG4621 MORRIS RM 1                          56.960 METERS 19350     |
 FE2537| CG4623 MORRIS RM 3                          29.471 METERS 23403     |
 FE2537| FE2560 GERMANTOWN MUNICIPAL TANK           APPROX.18.2 KM 2474714.7 |
 FE2537| FE2550 CORDOVA RAD STA KIT 54 TOWER        APPROX.13.4 KM 2610354.6 |
 FE2537| FE2553 MEMPHIS TV STA WKNO MAST            APPROX.18.1 KM 2723115.4 |
 FE2537| CG4622 MORRIS RM 2                           9.350 METERS 27627     |
 FE2537| CG4624 MORRIS RM 4                          28.152 METERS 32403     |
 FE2537|---------------------------------------------------------------------|
 FE2537
 FE2537                          SUPERSEDED SURVEY CONTROL
 FE2537
 FE2537  NAD 83(1995)-  35 08 49.03827(N)    089 37 25.92948(W) AD(       ) 1
 FE2537  NAD 83(1995)-  35 08 49.03918(N)    089 37 25.93003(W) AD(       ) 1
 FE2537  NAD 83(1986)-  35 08 49.04873(N)    089 37 25.92927(W) AD(       ) 1
 FE2537  NAD 27      -  35 08 48.72700(N)    089 37 25.64000(W) AD(       ) 1
 FE2537  NGVD 29 (07/19/86)  136.2    (m)          447.     (f) VERT ANG       
 FE2537
 FE2537.Superseded values are not recommended for survey control.
 FE2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2537.See file dsdata.txt to determine how the superseded data were derived.
 FE2537
 FE2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6096892492(NAD 83)
 FE2537_MARKER: DS = TRIANGULATION STATION DISK
 FE2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2537
 FE2537  HISTORY     - Date     Condition        Report By
 FE2537  HISTORY     - 1957     MONUMENTED       CGS
 FE2537  HISTORY     - 1989     MARK NOT FOUND   USE
 FE2537
 FE2537                          STATION DESCRIPTION
 FE2537
 FE2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2537'THE STATION MONUMENT WAS RECOVERED PROJECTING ABOUT 1 FOOT WITH THE
 FE2537'DISK MISSING.  THE UNDERGROUND MARK WAS FOUND 2 FEET BELOW THE
 FE2537'SURFACE AND DIRECTLY UNDER THE HOLE IN THE SURFACE MONUMENT.  A NEW
 FE2537'UNDERGROUND MARK WAS SET 3-1/2 FEET BELOW THE SURFACE AND A NEW
 FE2537'SURFACE MARK WAS SET 14 INCHES BELOW THE GROUND.  REFERENCE MARK 1
 FE2537'WAS FOUND IN POOR CONDITION WITH THE DISK MISSING AND IT WAS
 FE2537'DESTROYED.  REFERENCE MARK 2 WAS NOT RECOVERED.  AN AZIMUTH MARK AND
 FE2537'TWO NEW REFERENCE MARKS, NOS. 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 FE2537'A NEW DESCRIPTION FOLLOWS.
 FE2537'
 FE2537'THE STATION IS ABOUT 11.5 MILES NORTHEAST OF GEORGETOWN, 7.5 MILES
 FE2537'NORTH OF COLLIERVILLE, 2.5 MILES EAST OF FISHERVILLE AND ON PROPERTY
 FE2537'OWNED BY C.E. ISHEE.  IT IS 206 FEET NORTH-NORTHEAST OF A SMALL BUSHY
 FE2537'TREE, 94 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND
 FE2537'68 FEET EAST OF A FENCE.  THE MONUMENT IS 14 INCHES BELOW THE SURFACE
 FE2537'OF THE GROUND AND THE DISK IS STAMPED MORRIS 1914 1957.
 FE2537'
 FE2537'REFERENCE MARK 3 IS 1 FOOT EAST OF THE FENCE AND 27 FEET EAST OF THE
 FE2537'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 FE2537'DISK IS STAMPED MORRIS NO 3 1914 1957.
 FE2537'
 FE2537'REFERENCE MARK 4 IS 1 FOOT EAST OF THE FENCE AND 27 FEET EAST OF THE
 FE2537'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 FE2537'DISK IS STAMPED MORRIS NO 4 1914 1957.
 FE2537'
 FE2537'THE AZIMUTH MARK IS 2 FEET EAST OF A FENCE, 1 FOOT WEST OF A
 FE2537'POWERLINE POLE, 27 FEET EAST OF THE CENTERLINE OF A GRAVELED
 FE2537'ROAD AND 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 FE2537'FLUSH AND THE DISK IS STAMPED MORRIS 1914 1957.
 FE2537'
 FE2537'TO REACH THE STATION FROM THE CROSSROADS IN FISHERVILLE, GO EAST ON
 FE2537'PAVED ROAD FOR 2.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT,
 FE2537'SOUTH, FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST, SIDE OF
 FE2537'THE ROAD.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.35 MILE TO THE
 FE2537'STATION ON THE EAST SIDE OF THE ROAD.
 FE2537
 FE2537                          STATION RECOVERY (1989)
 FE2537
 FE2537'RECOVERY NOTE BY US ENGINEERS 1989 (CW)
 FE2537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3511 ***********************************************************************
 GA3511  DESIGNATION -  MORRISTOWN
 GA3511  PID         -  GA3511
 GA3511  STATE/COUNTY-  TN/HAMBLEN
 GA3511  USGS QUAD   -  MORRISTOWN (1979)
 GA3511
 GA3511                         *CURRENT SURVEY CONTROL
 GA3511  ___________________________________________________________________
 GA3511* NAD 83(1995)-  36 13 04.16469(N)    083 18 09.41919(W)     ADJUSTED  
 GA3511* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 GA3511  ___________________________________________________________________
 GA3511  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 GA3511  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA3511
 GA3511  HORZ ORDER  -  THIRD
 GA3511
 GA3511.The horizontal coordinates were established by classical geodetic methods
 GA3511.and adjusted by the National Geodetic Survey in April 1999..
 GA3511
 GA3511.The orthometric height was scaled from a topographic map.
 GA3511
 GA3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3511
 GA3511.The geoid height was determined by GEOID03.
 GA3511
 GA3511;                    North         East     Units Scale Factor Converg.
 GA3511;SPC TN       -   212,426.416   842,497.680   MT  0.99997077   +1 34 45.0
 GA3511;SPC TN       -   696,935.67  2,764,094.47   sFT  0.99997077   +1 34 45.0
 GA3511;UTM  17      - 4,010,566.825   293,025.899   MT  1.00012785   -1 21 39.6
 GA3511
 GA3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3511!SPC TN       -   0.99993318  x   0.99997077  =   0.99990395
 GA3511!UTM  17      -   0.99993318  x   1.00012785  =   1.00006102
 GA3511
 GA3511|---------------------------------------------------------------------|
 GA3511| PID    Reference Object                     Distance      Geod. Az  |
 GA3511|                                                           dddmmss.s |
 GA3511| DB9779 MORRISTOWN RM 1                      23.777 METERS 14756     |
 GA3511| DB9780 MORRISTOWN RM 2                      14.082 METERS 21344     |
 GA3511| DB9778 MORRISTOWN AZ MK                                   2594812.2 |
 GA3511|---------------------------------------------------------------------|
 GA3511
 GA3511                          SUPERSEDED SURVEY CONTROL
 GA3511
 GA3511  NAD 83(1995)-  36 13 04.16946(N)    083 18 09.42337(W) AD(       ) 3
 GA3511  NAD 83(1995)-  36 13 04.17487(N)    083 18 09.42613(W) AD(       ) 3
 GA3511  NAD 83(1995)-  36 13 04.17096(N)    083 18 09.42230(W) AD(       ) 3
 GA3511  NAD 83(1986)-  36 13 04.17431(N)    083 18 09.42137(W) AD(       ) 3
 GA3511  NAD 27      -  36 13 03.83900(N)    083 18 09.79700(W) AD(       ) 3
 GA3511
 GA3511.Superseded values are not recommended for survey control.
 GA3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3511.See file dsdata.txt to determine how the superseded data were derived.
 GA3511
 GA3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA9302610567(NAD 83)
 GA3511_MARKER: DS = TRIANGULATION STATION DISK
 GA3511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3511
 GA3511  HISTORY     - Date     Condition        Report By
 GA3511  HISTORY     - 1934     MONUMENTED       CGS
 GA3511  HISTORY     - 1949     GOOD             TVA
 GA3511  HISTORY     - 1964     MARK NOT FOUND   CGS
 GA3511
 GA3511                          STATION DESCRIPTION
 GA3511
 GA3511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3511'IN NORTHERN EDGE OF CITY OF MORRISTOWN, INSIDE WIRE FENCE ENCLOSING
 GA3511'GROUNDS AROUND NEW
 GA3511'WATER RESERVOIR, 20.24 FEET NORTHWEST OF NORTHEAST
 GA3511'CORNER OF RESEVOIR, AND 13.6 FEET
 GA3511'SOUTH OF NORTHWEST FENCE CORNER.
 GA3511'RESERVOIR IS AT HEAD OF JACKSON STREET, AND TRUCK
 GA3511'CAN BE DRIVEN TO
 GA3511'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GA3511'IN CONCRETE.
 GA3511'REFERENCE MARKS ARE STANDARD REFERENCE
 GA3511'DISKS.  NO. 1 IS IN TOP OF NORTH
 GA3511'WALL OF RESEVOIR, 78.01 FEET FROM
 GA3511'STATION S 32 DEG 04 MIN E. NO.  2
 GA3511'IS IN TOP OF WEST
 GA3511'WALL OF RESERVOIR, 46.20 FEET FROM STATION S 33 DEG 44 MIN W.
 GA3511'AZIMUTH
 GA3511'MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 GA3511'15 FEET SOUTH OF CENTER OF
 GA3511'ROAD, ACROSS ROAD FROM JOHN SHIPLEYS
 GA3511'HOME, AND 0.25 MILE FROM STATION S 79 DEG 48 MIN W.
 GA3511
 GA3511                          STATION RECOVERY (1949)
 GA3511
 GA3511'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CRC)
 GA3511'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  STATION DISK
 GA3511'IS STAMPED
 GA3511'MORRISTOWN 1934.  STEEL POST WITH CONTROL MARKER SIGN SET
 GA3511'AT STATION AND AZIMUTH MARK.
 GA3511'
 GA3511'REFERENCE MARK 1 IN TOP OF N WALL OF RESERVOIR, 98.20 FEET FROM
 GA3511'STATION.
 GA3511'
 GA3511'REFERENCE MARK 2 IN TOP OF W WALL OF RESERVOIR, 52.02 FEET FROM
 GA3511'STATION.
 GA3511'
 GA3511'STATION IS LOCATED IN THE N EDGE OF THE CITY OF MORRISTOWN.
 GA3511
 GA3511                          STATION RECOVERY (1964)
 GA3511
 GA3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GA3511'A COMPLETE AND EXTENDED SEARCH WAS MADE IN THE ATTEMPT TO RECOVER
 GA3511'THIS STATION.  HOWEVER, NO EVIDENCE OF THE STATION, REFERENCE MARK
 GA3511'NO. 1 OR REFERENCE MARK NO. 2 AS DESCRIBED IN EITHER THE ORIGINAL
 GA3511'1934 DESCRIPTION, OR THE 1949 RECOVERY NOTE, COULD BE FOUND.
 GA3511'THE ORIGINAL AZIMUTH MARK WAS RECOVERED.
 GA3511'
 GA3511'AN EXTENSION WAS BUILT ONTO THE RESERVOIR ON THE WEST SIDE AND A
 GA3511'CONCRETE ROOF WAS BUILT ONTO THE ENTIRE RESERVOIR IN THE EARLY
 GA3511'1950S.  THE OLD REFERENCE MARKS ARE NOW IN THE CONCRETE WALL
 GA3511'BETWEEN THE EXTENSION TO RAISE THE SIDES OF THE RESERVOIR AND
 GA3511'CANNOT BE USED OR RECOVERED.  CONSIDERABLE GRADING HAS BEEN DONE IN
 GA3511'THE AREA, AND IT IS PRESUMED THAT THE STATION MARK WAS DESTROYED
 GA3511'BY SUCH GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3658 ***********************************************************************
 GA3658  CBN         -  This is a Cooperative Base Network Control Station.
 GA3658  PACS        -  This is a Primary Airport Control Station.
 GA3658  DESIGNATION -  MORRPORT
 GA3658  PID         -  GA3658
 GA3658  STATE/COUNTY-  TN/HAMBLEN
 GA3658  USGS QUAD   -  TALBOTT (1980)
 GA3658
 GA3658                         *CURRENT SURVEY CONTROL
 GA3658  ___________________________________________________________________
 GA3658* NAD 83(1995)-  36 10 46.38553(N)    083 22 32.57389(W)     ADJUSTED  
 GA3658* NAVD 88     -       392.69   (meters)    1288.4    (feet)  GPS OBS   
 GA3658  ___________________________________________________________________
 GA3658  X           -     594,620.103 (meters)                     COMP
 GA3658  Y           -  -5,120,142.933 (meters)                     COMP
 GA3658  Z           -   3,744,504.986 (meters)                     COMP
 GA3658  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GA3658  ELLIP HEIGHT-         361.69  (meters)          (06/06/02) GPS OBS
 GA3658  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA3658
 GA3658  HORZ ORDER  -  B
 GA3658  ELLP ORDER  -  FIRST     CLASS II
 GA3658
 GA3658.This mark is at Moore-Murrell Airport (MOR)
 GA3658
 GA3658.The horizontal coordinates were established by GPS observations
 GA3658.and adjusted by the National Geodetic Survey in June 2002..
 GA3658
 GA3658.The orthometric height was determined by GPS observations and a
 GA3658.high-resolution geoid model.
 GA3658
 GA3658.GPS derived orthometric heights for airport stations designated as
 GA3658.PACS or SACS are published to 2 decimal places.  This maintains
 GA3658.centimeter relative accuracy between the PACS and SACS.  It does
 GA3658.not indicate centimeter accuracy relative to other marks which are
 GA3658.part of the NAVD 88 network.
 GA3658
 GA3658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3658
 GA3658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3658
 GA3658.The ellipsoidal height was determined by GPS observations
 GA3658.and is referenced to NAD 83.
 GA3658
 GA3658.The geoid height was determined by GEOID03.
 GA3658
 GA3658;                    North         East     Units Scale Factor Converg.
 GA3658;SPC TN       -   208,002.643   836,041.499   MT  0.99996653   +1 32 10.9
 GA3658;SPC TN       -   682,422.00  2,742,912.82   sFT  0.99996653   +1 32 10.9
 GA3658;UTM  17      - 4,006,479.262   286,350.160   MT  1.00016246   -1 24 10.6
 GA3658
 GA3658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3658!SPC TN       -   0.99994324  x   0.99996653  =   0.99990977
 GA3658!UTM  17      -   0.99994324  x   1.00016246  =   1.00010569
 GA3658
 GA3658:                Primary Azimuth Mark                     Grid Az
 GA3658:SPC TN       -  MOR A                                    047 33 50.6
 GA3658:UTM  17      -  MOR A                                    050 30 12.1
 GA3658
 GA3658|---------------------------------------------------------------------|
 GA3658| PID    Reference Object                     Distance      Geod. Az  |
 GA3658|                                                           dddmmss.s |
 GA3658| DE5459 MOR A                               APPROX. 0.5 KM 0490601.5 |
 GA3658| GA3659 MORRPORT AZ MK                      499.732 METERS 2302429.8 |
 GA3658| GA1808 D 247                               126.274 METERS 25622     |
 GA3658|---------------------------------------------------------------------|
 GA3658
 GA3658                          SUPERSEDED SURVEY CONTROL
 GA3658
 GA3658  NAD 83(1995)-  36 10 46.38580(N)    083 22 32.57312(W) AD(       ) 3
 GA3658  ELLIP H (04/12/99)  361.64   (m)                       GP(       ) 4 1
 GA3658  NAD 83(1995)-  36 10 46.38911(N)    083 22 32.58023(W) AD(       ) 3
 GA3658  NAD 83(1995)-  36 10 46.38911(N)    083 22 32.58023(W) AD(       ) 3
 GA3658  NAD 83(1995)-  36 10 46.38867(N)    083 22 32.57975(W) AD(       ) 3
 GA3658  NGVD 29 (09/17/90)  392.8    (m)         1289.     (f) GPS OBS        
 GA3658
 GA3658.Superseded values are not recommended for survey control.
 GA3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3658.See file dsdata.txt to determine how the superseded data were derived.
 GA3658
 GA3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8635006479(NAD 83)
 GA3658_MARKER: I = METAL ROD
 GA3658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3658_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3658_STAMPING: MORRPORT 1987
 GA3658_MARK LOGO: NGS   
 GA3658_MAGNETIC: I = MARKER IS A STEEL ROD
 GA3658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3658+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 GA3658
 GA3658  HISTORY     - Date     Condition        Report By
 GA3658  HISTORY     - 1987     MONUMENTED       NGS
 GA3658  HISTORY     - 19881209 GOOD
 GA3658  HISTORY     - 19890607 GOOD             NGS
 GA3658  HISTORY     - 20020118 GOOD             NGS
 GA3658  HISTORY     - 20020118 GOOD             NGS
 GA3658  HISTORY     - 20031010 GOOD             TNDT
 GA3658  HISTORY     - 20050726 GOOD             CAS
 GA3658
 GA3658                          STATION DESCRIPTION
 GA3658
 GA3658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GA3658'FROM THE JUNCTION OF US HIGHWAY 11E NORTH AND STATE HIGHWAY 342 ABOUT
 GA3658'5.0 MILES SOUTHWEST OF MORRISTOWN, GO 0.25 MILE EAST ALONG STATE
 GA3658'HIGHWAY 342 TO THE JUNCTION OF OLD HIGHWAY 11E, THENCE 0.80 MILE
 GA3658'NORTHEAST ALONG OLD HIGHWAY 11E TO THE JUNCTION OF AIRPORT ENTRANCE
 GA3658'ROAD, THENCE 0.1 MILE SOUTHEAST TO THE MORRISTOWN AIRPORT OFFICE
 GA3658'BUILDING ABOUT 200 FEET SOUTHEAST ACROSS TAXIWAY FROM OFFICE BUILDING
 GA3658'TO MARK BETWEEN RUNWAY AND TAXIWAY, A 3-D MARK, A STAINLESS
 GA3658'STEEL ROD DRIVEN 24.0 FEET TO REFUSAL, 4 INCHES BELOW GROUND, ENCASED
 GA3658'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INCHES PVC
 GA3658'PIPE WITH LOGO CAP AND ---STAMPED MORRPORT 1987 RECESSED 1 INCH BELOW
 GA3658'GROUND, WITH A REBAR IN CONCRETE, 46.5 FEET EAST OF A PIPE CULVERT
 GA3658'WITH A THIN HEADWALL, 51.0 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 GA3658'TAXIWAY, 46.5 FEET NORTHWEST OF NORTHWEST EDGE OF RUNWAY, AND 1.6 FEET
 GA3658'SOUTHWEST OF A FIBERGLASS WITNESS POST. ALSO 0.3 MILE NORTHEAST OF
 GA3658'MORRPORT AZ MK.
 GA3658
 GA3658                          STATION RECOVERY (1988)
 GA3658
 GA3658'RECOVERED 1988
 GA3658'RECOVERED IN GOOD CONDITION.
 GA3658
 GA3658                          STATION RECOVERY (1989)
 GA3658
 GA3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GA3658'THE STATION IS LOCATED MIDFIELD BETWEEN THE RUNWAY AND TAXIWAY AT
 GA3658'MOORE-MURRELL AIRPORT.  THE STATION IS 97.1 FEET (29.6 M) NORTHWEST OF
 GA3658'THE CENTERLINE OF RUNWAY 5-23, 112.9 FEET (34.4 M) NORTHEAST OF THE
 GA3658'SECOND RUNWAY LIGHT SOUTHWEST OF THE DIAGONAL TAXIWAY, 44.4 FEET (13.5
 GA3658'M) SOUTHEAST OF THE SOUTHEAST CORNER OF BOX CULVERT, 97.3 FEET (29.7
 GA3658'M) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 66.2 FEET (20.2 M)
 GA3658'SOUTHWEST OF THE CENTERLINE OF THE DIAGONAL TAXIWAY, AND 79.3 FEET
 GA3658'(24.2 M) NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE DIAGONAL
 GA3658'TAXIWAY.  THE STATION IS ON LINE WITH THE AIRPORT ENTRANCE ROAD AND
 GA3658'THE AIRPORT DEDICATION MONUMENT.  THE STATION IS AN NGS STAINLESS
 GA3658'STEEL ROD ENCASED IN A STANDARD FLANGE COVER STAMPED MORRPORT 1987.
 GA3658
 GA3658                          STATION RECOVERY (2002)
 GA3658
 GA3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3658'THIS STATION IS LOCATED MID FIELD BETWEEN THE RUNWAY AND TAXIWAY AT
 GA3658'THE
 GA3658'MOORE-MURRELL AIRPORT.  THIS AIRPORT IS LOCATED ABOUT 5 MILES
 GA3658'SOUTHWEST OF
 GA3658'MORRISTOWN  ON U.S. HIGHWAY 11E.  OWNERSHIP IS THE CITY OF MORRISTOWN.
 GA3658'AIRPORT
 GA3658'MANAGER IS EVELYN BRYAN JOHNSON P.O. BOX 1013, MORRISTOWN, TENNESSEE
 GA3658'37816, PHONE
 GA3658'(615)  586 2483  586 2483.  PERMISSION SHOULD BE OBTAINED FROM ON
 GA3658'SIGHT AIRPORT PERSONNEL
 GA3658'BEFORE ENTERING AIRCRAFT MOVEMENT AREA.
 GA3658' 
 GA3658'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND OLD
 GA3658'U.S. HWY 11E, GO
 GA3658'SOUTHEAST ON U.S. OLD HIGHWAY 11 FOR 0.45 MILES TO AIRPORT ENTRANCE
 GA3658'ROAD.   TURN LEFT,
 GA3658'EAST, ON THE ROAD FOR 0.05 MILES TO PAVED ROAD LEADING TO GATE.  TURN
 GA3658'LEFT, NORTHEAST, ON
 GA3658'PAVED ROAD FOR 0.05 MILES TO NORTH RAMP AREA.  TURN RIGHT, SOUTH, ON
 GA3658'THE RAMP TO THE
 GA3658'PARALLEL TAXIWAY.  TURN RIGHT, SOUTHWEST, ON PARLLEL TAXIWAY FOR 0.1
 GA3658'MILES TO STATION  IN
 GA3658'GRASS AREA ON LEFT.
 GA3658' 
 GA3658'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS ROD IN A 2.5 CM
 GA3658'GREASE FILLED SLEEVE
 GA3658'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 GA3658'CONCRETE SET
 GA3658'FLUSH WITH THE GROUND.  IT IS 97.1 FEET (29.6 M) NORTHWEST OF THE
 GA3658'CENTERLINE OF RUNWAY
 GA3658'5-23, 112.9 FEET (34.4 M) NORTHEAST OF THE SECOND RUNWAY LIGHT
 GA3658'SOUTHWEST OF THE DIAGONAL
 GA3658'TAXIWAY, 44.4 FEET (13.5 METERS) SOUTHEAST OF THE SOUTHEAST CORNER OF
 GA3658'BOX CULVERT, 97.3
 GA3658'FEET (29.7METERS SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 66.2 FEET
 GA3658'(20.2 METERS)
 GA3658'SOUTHWEST OF THE CENTERLINE OF THE DIAGONAL TAXIWAY, AND 79.3 FEET
 GA3658'(24.2 METERS)
 GA3658'NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE DIAGONAL TAXIWAY.
 GA3658'THE STATION
 GA3658'IS ON LINE WITH THE AIRPORT ENTRANCE ROAD AND THE AIRPORT DEDICATION
 GA3658'MONUMENT.
 GA3658' 
 GA3658'THIS STATION HAS BEEN DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 GA3658'STATION (PACS).
 GA3658' 
 GA3658' 
 GA3658' 
 GA3658' 
 GA3658' 
 GA3658' 
 GA3658'
 GA3658
 GA3658                          STATION RECOVERY (2002)
 GA3658
 GA3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA3658'RECOVERED AS DESCRIBED.
 GA3658
 GA3658                          STATION RECOVERY (2003)
 GA3658
 GA3658'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3658'RECOVERED IN GOOD CONDITION.
 GA3658
 GA3658                          STATION RECOVERY (2005)
 GA3658
 GA3658'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA3658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3659 ***********************************************************************
 GA3659  SACS        -  This is a Secondary Airport Control Station.
 GA3659  DESIGNATION -  MORRPORT AZ MK
 GA3659  PID         -  GA3659
 GA3659  STATE/COUNTY-  TN/HAMBLEN
 GA3659  USGS QUAD   -  TALBOTT (1980)
 GA3659
 GA3659                         *CURRENT SURVEY CONTROL
 GA3659  ___________________________________________________________________
 GA3659* NAD 83(1995)-  36 10 36.05248(N)    083 22 47.98422(W)     ADJUSTED  
 GA3659* NAVD 88     -       395.67   (meters)    1298.1    (feet)  GPS OBS   
 GA3659  ___________________________________________________________________
 GA3659  X           -     594,259.522 (meters)                     COMP
 GA3659  Y           -  -5,120,376.504 (meters)                     COMP
 GA3659  Z           -   3,744,249.652 (meters)                     COMP
 GA3659  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GA3659  ELLIP HEIGHT-         364.68  (meters)          (06/06/02) GPS OBS
 GA3659  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA3659
 GA3659  HORZ ORDER  -  FIRST
 GA3659  ELLP ORDER  -  THIRD     CLASS II
 GA3659
 GA3659.This mark is at Moore-Murrell Airport (MOR)
 GA3659
 GA3659.The horizontal coordinates were established by GPS observations
 GA3659.and adjusted by the National Geodetic Survey in June 2002..
 GA3659
 GA3659.The orthometric height was determined by GPS observations and a
 GA3659.high-resolution geoid model.
 GA3659
 GA3659.GPS derived orthometric heights for airport stations designated as
 GA3659.PACS or SACS are published to 2 decimal places.  This maintains
 GA3659.centimeter relative accuracy between the PACS and SACS.  It does
 GA3659.not indicate centimeter accuracy relative to other marks which are
 GA3659.part of the NAVD 88 network.
 GA3659
 GA3659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3659
 GA3659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3659
 GA3659.The ellipsoidal height was determined by GPS observations
 GA3659.and is referenced to NAD 83.
 GA3659
 GA3659.The geoid height was determined by GEOID03.
 GA3659
 GA3659;                    North         East     Units Scale Factor Converg.
 GA3659;SPC TN       -   207,673.958   835,665.093   MT  0.99996623   +1 32 01.9
 GA3659;SPC TN       -   681,343.64  2,741,677.89   sFT  0.99996623   +1 32 01.9
 GA3659;UTM  17      - 4,006,170.249   285,957.318   MT  1.00016453   -1 24 19.4
 GA3659
 GA3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3659!SPC TN       -   0.99994277  x   0.99996623  =   0.99990900
 GA3659!UTM  17      -   0.99994277  x   1.00016453  =   1.00010729
 GA3659
 GA3659:                Primary Azimuth Mark                     Grid Az
 GA3659:SPC TN       -  MORRPORT                                 048 52 18.8
 GA3659:UTM  17      -  MORRPORT                                 051 48 40.1
 GA3659
 GA3659|---------------------------------------------------------------------|
 GA3659| PID    Reference Object                     Distance      Geod. Az  |
 GA3659|                                                           dddmmss.s |
 GA3659| GA3658 MORRPORT                            499.732 METERS 0502420.7 |
 GA3659|---------------------------------------------------------------------|
 GA3659
 GA3659                          SUPERSEDED SURVEY CONTROL
 GA3659
 GA3659  NAD 83(1995)-  36 10 36.05235(N)    083 22 47.98328(W) AD(       ) 3
 GA3659  ELLIP H (04/12/99)  364.63   (m)                       GP(       ) 4 1
 GA3659  NAD 83(1995)-  36 10 36.05563(N)    083 22 47.99039(W) AD(       ) 3
 GA3659  NAD 83(1995)-  36 10 36.05563(N)    083 22 47.99039(W) AD(       ) 3
 GA3659  NAD 83(1995)-  36 10 36.05523(N)    083 22 47.98991(W) AD(       ) 3
 GA3659  NGVD 29 (09/17/90)  395.8    (m)         1299.     (f) GPS OBS        
 GA3659
 GA3659.Superseded values are not recommended for survey control.
 GA3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3659.See file dsdata.txt to determine how the superseded data were derived.
 GA3659
 GA3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8595706170(NAD 83)
 GA3659_MARKER: I = METAL ROD
 GA3659_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GA3659_SP_SET: OBJECT DRIVEN INTO GROUND
 GA3659_STAMPING: MORRPORT AZ MK 1987
 GA3659_MARK LOGO: NGS   
 GA3659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GA3659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA3659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3659+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 GA3659
 GA3659  HISTORY     - Date     Condition        Report By
 GA3659  HISTORY     - 1987     MONUMENTED       NGS
 GA3659  HISTORY     - 19881209 GOOD
 GA3659  HISTORY     - 19890607 GOOD             NGS
 GA3659  HISTORY     - 20010418 GOOD             NGS
 GA3659
 GA3659                          STATION DESCRIPTION
 GA3659
 GA3659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 GA3659'FROM THE JUNCTION OF US HIGHWAY 11E NORTH AND STATE HIGHWAY 34.2,
 GA3659'ABOUT 5.0 MILES SOUTHWEST OF MORRISTOWN, GO 0.25 MILE EAST ALONG STATE
 GA3659'HIGHWAY 342 TO THE JUNCTION OF OLD HIGHWAY 11E, THENCE 0.80 MILE
 GA3659'NORTHEAST ALONG OLD HIGHWAY 11E TO THE JUNCTION OF AIRPORT ENTRANCE
 GA3659'ROAD, THENCE 0.1 MILE SOUTHEAST TO THE MORRISTOWN AIRPORT OFFICE
 GA3659'BUILDING, THENCE 0.3 MILE SOUTHWEST ALONG TAXIWAY TO THE MARK NEAR 2
 GA3659'VASI, AND JUST PAST A TAXIWAY CROSSOVER, A 3-D MARK, A STAINLESS
 GA3659'STEEL ROD DRIVEN 18.0 FEET TO REFUSAL 3 INCHES BELOW GROUND, ENCASED
 GA3659'IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN 5 INCH PVC PIPE
 GA3659'WITH LOGO CAP AND ---STAMPED MORRPORT AZ MK 1987, FLUSH WITH GROUD
 GA3659'WITH A REBAR IN CONCRETE, 43.0 FEET NORTHEAST OF THE NORTHERN ONE OF
 GA3659'2 VASI, 54.0 FEET SOUTHEAST OF SOUTHEAST EDGE OF NORTHEAST-SOUTHWEST
 GA3659'TAXIWAY, 74.0 FEET NORTHWEST OF NORTHWEST EDGE OF NORTHEAST-SOUTHWEST
 GA3659'RUNWAY, 36.0 FEET SOUTHWEST OF SOUTHWEST EDGE OF NORTHWEST-SOUTHEAST
 GA3659'TAXIWAY CROSSOVER AND 1.5 FEET NORTH OF A FIBERGLASS WITNESS POST.
 GA3659'ALSO 0.3 MILE SOUTHWEST OF MORRPORT.
 GA3659
 GA3659                          STATION RECOVERY (1988)
 GA3659
 GA3659'RECOVERED 1988
 GA3659'RECOVERED IN GOOD CONDITION.
 GA3659
 GA3659                          STATION RECOVERY (1989)
 GA3659
 GA3659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GA3659'THE STATION IS LOCATED TOWARDS THE WEST END OF MOORE-MURRELL AIRPORT.
 GA3659'THE STATION IS 125.2 FEET (38.2 M) NORTHWEST OF THE CENTERLINE OF
 GA3659'RUNWAY 5-23, 40.5 FEET (12.3 M) NORTHEAST OF THE NORTHEAST CORNER OF
 GA3659'VASI, 75.8 FEET (23.1 M) SOUTH OF THE EAST CENTERLINE OF TAXIWAY, 57.9
 GA3659'FEET (17.6 M) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, AND 66.6
 GA3659'FEET (20.3 M) NORTH OF THE FIRST RUNWAY LIGHT SOUTHWEST OF TAXIWAY.
 GA3659'THE STATION IS 1198.6 FEET (365.3 M) NORTHEAST OF THE CENTERLINE END
 GA3659'OF RUNWAY 5.  THE STATION IS AN NGS STAINLESS STEEL ROD ENCASED IN A
 GA3659'STANDARD FLANGE COVER STAMPED MORRPORT AZ MK 1987.
 GA3659
 GA3659                          STATION RECOVERY (2001)
 GA3659
 GA3659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 GA3659'THIS STATION LOCATED IN A GRASS ISLAND BETWEEN THE RUNWAY AND PARALLEL
 GA3659'TAXIWAY IN THE
 GA3659'SOUTHWEST PART OF THE MOORE-MURRELL AIRPORT .  THIS AIRPORT IS LOCATED
 GA3659'ABOUT 5 MILES
 GA3659'SOUTHWEST OF MORRISTOWN  ON U.S. HIGHWAY 11E.  OWNERSHIP IS THE CITY
 GA3659'OF MORRISTOWN.
 GA3659'AIRPORT MANAGER IS EVELYN BRYAN JOHNSON, P.O. BOX 1013, MORRISTOWN,
 GA3659'TENNESSEE 7816.
 GA3659'PHONE (615)  586 2483  OR 586 2483.  PERMISSION SHOULD BE OBTAINED
 GA3659'FROM ON SIGHT AIRPORT
 GA3659'PERSONNEL BEFORE ENTERING AIRCRAFT MOVEMENT AREA.
 GA3659' 
 GA3659'TO REACH THIS STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND OLD
 GA3659'U.S. HWY 11E,  GO
 GA3659'SOUTHEAST ON OLD  U.S. HIGHWAY 11 FOR 0.45 MILES TO AIRPORT ENTRANCE
 GA3659'ROAD.   TURN LEFT,
 GA3659'EAST, ON THE ROAD FOR 0.05 MILES TO PAVED ROAD LEADING TO GATE.  TURN
 GA3659'LEFT, NORTHEAST, ON
 GA3659'PAVED ROAD FOR 0.05 MILES TO NORTH RAMP AREA.  TURN RIGHT, SOUTH,  ON
 GA3659'THE RAMP TO THE
 GA3659'PARALLEL TAXIWAY.  TURN RIGHT, SOUTHWEST, ON PARALLEL TAXIWAY FOR O.3
 GA3659'MILES TO STATION
 GA3659'IN GRASS AREA ON LEFT.
 GA3659' 
 GA3659'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 GA3659'2.5 CM GREASE
 GA3659'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 GA3659'SURROUNDED BY
 GA3659'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 125.2 FEET (38.2 METERS)
 GA3659'NORTHWEST OF THE
 GA3659'CENTERLINE OF RUNWAY 5-23, 40.5 FEET (12.3 METERS) NORTHEAST OF THE
 GA3659'NORTHEAST CORNER OF
 GA3659'A VASI, 75.8 FEET (23.1 METERS) SOUTH OF THE EAST CENTERLINE OF
 GA3659'TAXIWAY, 57.9  FEET (17.6
 GA3659'METERS) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, AND 66.6  FEET
 GA3659'(20.3 METERS) NORTH
 GA3659'OF THE FIRST RUNWAY LIGHT SOUTHWEST OF TAXIWAY.  THE STATION IS 1198.6
 GA3659'FEET (365.3 METERS)
 GA3659'NORTHEAST OF THE CENTERLINE END OF RUNWAY 5.
 GA3659' 
 GA3659'THIS STATION HAS BEEN DESIGNATED THE SECONDARY AIRPORT CONTROL STATION
 GA3659'(SACS).
 GA3659' 
 GA3659' 
 GA3659' 
 GA3659' 
 GA3659'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1119 ***********************************************************************
 FE1119  DESIGNATION -  MORTON
 FE1119  PID         -  FE1119
 FE1119  STATE/COUNTY-  TN/HAYWOOD
 FE1119  USGS QUAD   -  DANCYVILLE (1981)
 FE1119
 FE1119                         *CURRENT SURVEY CONTROL
 FE1119  ___________________________________________________________________
 FE1119* NAD 83(1995)-  35 28 11.62450(N)    089 17 14.73053(W)     ADJUSTED  
 FE1119* NAVD 88     -       116.031  (meters)     380.68   (feet)  ADJUSTED  
 FE1119  ___________________________________________________________________
 FE1119  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 FE1119  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1119  DYNAMIC HT  -         115.929 (meters)     380.34  (feet)  COMP
 FE1119  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1119
 FE1119  HORZ ORDER  -  SECOND
 FE1119  VERT ORDER  -  SECOND    CLASS 0
 FE1119
 FE1119.The horizontal coordinates were established by classical geodetic methods
 FE1119.and adjusted by the National Geodetic Survey in April 1999..
 FE1119
 FE1119.The orthometric height was determined by differential leveling
 FE1119.and adjusted by the National Geodetic Survey in June 1991..
 FE1119
 FE1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1119
 FE1119.The geoid height was determined by GEOID03.
 FE1119
 FE1119.The dynamic height is computed by dividing the NAVD 88
 FE1119.geopotential number by the normal gravity value computed on the
 FE1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1119.degrees latitude (g = 980.6199 gals.).
 FE1119
 FE1119.The modeled gravity was interpolated from observed gravity values.
 FE1119
 FE1119;                    North         East     Units Scale Factor Converg.
 FE1119;SPC TN       -   131,111.618   301,688.183   MT  0.99996848   -1 55 28.5
 FE1119;SPC TN       -   430,155.37    989,788.65   sFT  0.99996848   -1 55 28.5
 FE1119;UTM  16      - 3,927,559.567   292,450.790   MT  1.00013088   -1 19 40.1
 FE1119
 FE1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1119!SPC TN       -   0.99998615  x   0.99996848  =   0.99995463
 FE1119!UTM  16      -   0.99998615  x   1.00013088  =   1.00011703
 FE1119
 FE1119:                Primary Azimuth Mark                     Grid Az
 FE1119:SPC TN       -  BROWNSVILLE MUN TANK                     012 22 27.2
 FE1119:UTM  16      -  BROWNSVILLE MUN TANK                     011 46 38.8
 FE1119
 FE1119|---------------------------------------------------------------------|
 FE1119| PID    Reference Object                     Distance      Geod. Az  |
 FE1119|                                                           dddmmss.s |
 FE1119| FE2436 BROWNSVILLE MUN TANK                APPROX.14.1 KM 0102658.7 |
 FE1119| FE1120 MORTON AZ MK                                       0261324.6 |
 FE1119| FE1118 MORTON RM 1                          20.818 METERS 20935     |
 FE1119| FE1116 MORTON RM 3                          24.857 METERS 24919     |
 FE1119| FE1117 MORTON RM 2                          32.534 METERS 29532     |
 FE1119|---------------------------------------------------------------------|
 FE1119
 FE1119                          SUPERSEDED SURVEY CONTROL
 FE1119
 FE1119  NAD 83(1995)-  35 28 11.63036(N)    089 17 14.73239(W) AD(       ) 2
 FE1119  NAD 83(1986)-  35 28 11.63631(N)    089 17 14.73113(W) AD(       ) 2
 FE1119  NAD 27      -  35 28 11.34650(N)    089 17 14.48330(W) AD(       ) 2
 FE1119  NGVD 29 (??/??/??)  116.034  (m)          380.69   (f) ADJUSTED    2 0
 FE1119
 FE1119.Superseded values are not recommended for survey control.
 FE1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1119.See file dsdata.txt to determine how the superseded data were derived.
 FE1119
 FE1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9245127560(NAD 83)
 FE1119_MARKER: DS = TRIANGULATION STATION DISK
 FE1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1119_STAMPING: MORTON 1958
 FE1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1119+STABILITY: SURFACE MOTION
 FE1119
 FE1119  HISTORY     - Date     Condition        Report By
 FE1119  HISTORY     - 1958     MONUMENTED       CGS
 FE1119  HISTORY     - 1959     GOOD             CGS
 FE1119  HISTORY     - 1961     GOOD             TNHD
 FE1119  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1119
 FE1119                          STATION DESCRIPTION
 FE1119
 FE1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1119'THE STATION IS LOCATED 8.5 MILES AIRLINE SOUTH OF BROWNSVILLE, 6.6
 FE1119'MILES EAST OF STANTON AND 4.3 MILES AIRLINE NORTH OF DANCYVILLE
 FE1119'ON PROPERTY OWNED BY MR. FRANK WILLIS AND ABOUT 0.25 MILE SOUTHWEST
 FE1119'OF THE WILLIS RESIDENCE, NEAR THE HIGHEST POINT IN PASTURE LAND.
 FE1119'IT IS 119 FEET EAST OF A FENCE CORNER AND 111 FEET WEST OF A LONE
 FE1119'CEDAR TREE. THE MARK IS IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FE1119'AND IS STAMPED MORTON 1958.
 FE1119'
 FE1119'REFERENCE MARK NO. 1 IS 106 FEET EAST-SOUTHEAST OF A SOUTHEAST FENCE
 FE1119'CORNER. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 FE1119'IS STAMPED MORTON NO 1 1958.
 FE1119'
 FE1119'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A CEDAR TREE AND 6 INCHES
 FE1119'EAST OF A FENCE LINE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE1119'GROUND AND IS STAMPED MORTON NO 2 1958.
 FE1119'
 FE1119'THE AZIMUTH MARK IS 23 FEET NORTHWEST OF THE CENTER OF AN OIL ROAD,
 FE1119'15 FEET SOUTHWEST OF A BOARD GATE AND 6 INCHES SOUTHEAST OF A
 FE1119'FENCE LINE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 FE1119'IS STAMPED MORTON 1958.
 FE1119'
 FE1119'TO REACH THE STATION FROM THE COURTHOUSE IN BROWNSVILLE, GO EAST ON
 FE1119'U.S. HIGHWAY 70 FOR 0.6 MILE TO THE JUNCTION WITH STATE HIGHWAY
 FE1119'76. TURN RIGHT ON STATE HIGHWAY 76 AND GO 4 MILES TO THE SUNNY HILL
 FE1119'GROCERY ON THE LEFT. CONTINUE STRAIGHT AHEAD SOUTHEAST ON STATE
 FE1119'HIGHWAY 76 AND GO 4 MILES TO A SIDE ROAD RIGHT. TURN RIGHT ON AN OIL
 FE1119'ROAD AND GO 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FE1119'DESCRIBED. FROM THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD ON THE OIL
 FE1119'ROAD AND GO 0.15 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO 0.05
 FE1119'MILE TO A DRIVEWAY ON THE LEFT AND A FENCE CORNER. FROM THE FENCE
 FE1119'CORNER LET DOWN THE FENCE AND GO SOUTHEAST FOLLOWING ALONG THE FENCE
 FE1119'LINE THENCE LEFT TO THE HIGHEST POINT OF THE HILL AND THE STATION
 FE1119'AS DESCRIBED.
 FE1119'
 FE1119'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FE1119
 FE1119                          STATION RECOVERY (1959)
 FE1119
 FE1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1119'9.6 MI S FROM BROWNSVILLE.
 FE1119'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1119'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE1119'MILE WEST-SOUTHWEST ON A PAVED ROAD, THENCE 0.25 MILE SOUTHWEST
 FE1119'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL.  IT IS ABOUT
 FE1119'0.25 MILE SOUTHWEST OF THE WILLIS RESIDENCE.  IT IS 119 FEET
 FE1119'EAST OF A FENCE CORNER AND 111 FEET WEST OF A LONG CEDAR TREE.
 FE1119'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 FE1119
 FE1119                          STATION RECOVERY (1961)
 FE1119
 FE1119'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE1119'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE1119'CONDITION. THE TO-REACH FOR THE STATION AND AZIMUTH MARK, AND
 FE1119'THE DESCRIPTION OF THE STATION, AZIMUTH MARK, AND REFERENCE MARK NO.
 FE1119'2 ARE COMPLETELY ADEQUATE. THE HORIZONTAL DISTANCE WAS MEASURED
 FE1119'BETWEEN REFERENCE MARK NO. 2 AND THE STATION MARK AND WAS FOUND TO
 FE1119'CHECK THE 1958 MEASUREMENT.
 FE1119'
 FE1119'DUE TO THE RELOCATION OF A PRIMARY STATE ROUTE, REFERENCE MARK NO. 1
 FE1119'WOULD BE DESTROYED BY CONSTRUCTION.
 FE1119'
 FE1119'A NEW REFERENCE MARK MORTON NO 3 1958, WAS ESTABLISHED BY THE
 FE1119'TENNESSEE HIGHWAY CONTROL SURVEYS PARTY THIS DATE. SEE
 FE1119'DESCRIPTION OF THE NEW REFERENCE MARK BELOW.
 FE1119'
 FE1119'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED, HORIZONTAL DISTANCES
 FE1119'MEASURED, AND VERTICAL CONTROL TRANSFERRED TO THE NEW MARK, THE
 FE1119'OLD REFERENCE MARK MORTON NO 1 1958 WAS DESTROYED, AND THE DISK
 FE1119'REMOVED FOR SUBMISSION TO THE COAST AND GEODETIC SURVEY
 FE1119'OFFICE.
 FE1119'
 FE1119'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED MORTON NO 3 1958,
 FE1119'SET IN A FLUSH, 10-INCH SQUARE, CONCRETE MONUMENT.  IT IS
 FE1119'25 FEET NORTHEAST OF THE NORTHEAST EDGE OF A CLUMP OF CEDAR TREES AND
 FE1119'IS ABOUT THE SAME ELEVATION AS THE STATION.
 FE1119
 FE1119                          STATION RECOVERY (2002)
 FE1119
 FE1119'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1119'SUSPECTED DESTROYED DUE TO I 40 RIGHT OF WAY WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1120 ***********************************************************************
 FE1120  DESIGNATION -  MORTON AZ MK
 FE1120  PID         -  FE1120
 FE1120  STATE/COUNTY-  TN/HAYWOOD
 FE1120  USGS QUAD   -  DANCYVILLE (1981)
 FE1120
 FE1120                         *CURRENT SURVEY CONTROL
 FE1120  ___________________________________________________________________
 FE1120* NAD 83(1986)-  35 28 11.     (N)    089 17 14.     (W)     SCALED    
 FE1120* NAVD 88     -        99.579  (meters)     326.70   (feet)  ADJUSTED  
 FE1120  ___________________________________________________________________
 FE1120  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1120  DYNAMIC HT  -          99.491 (meters)     326.41  (feet)  COMP
 FE1120  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1120
 FE1120  VERT ORDER  -  SECOND    CLASS 0
 FE1120
 FE1120.The horizontal coordinates were scaled from a topographic map and have
 FE1120.an estimated accuracy of +/- 6 seconds.
 FE1120
 FE1120.The orthometric height was determined by differential leveling
 FE1120.and adjusted by the National Geodetic Survey in June 1991..
 FE1120
 FE1120.The geoid height was determined by GEOID03.
 FE1120
 FE1120.The dynamic height is computed by dividing the NAVD 88
 FE1120.geopotential number by the normal gravity value computed on the
 FE1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1120.degrees latitude (g = 980.6199 gals.).
 FE1120
 FE1120.The modeled gravity was interpolated from observed gravity values.
 FE1120
 FE1120;                    North         East    Units  Estimated Accuracy
 FE1120;SPC TN       -   131,090.      301,710.      MT  (+/- 180 meters Scaled)
 FE1120
 FE1120                          SUPERSEDED SURVEY CONTROL
 FE1120
 FE1120  NGVD 29 (??/??/??)   99.582  (m)          326.71   (f) ADJUSTED    2 0
 FE1120
 FE1120.Superseded values are not recommended for survey control.
 FE1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1120.See file dsdata.txt to determine how the superseded data were derived.
 FE1120
 FE1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE924275(NAD 83)
 FE1120_MARKER: DZ = AZIMUTH MARK DISK
 FE1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1120_STAMPING: MORTON 1958
 FE1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1120+STABILITY: SURFACE MOTION
 FE1120
 FE1120  HISTORY     - Date     Condition        Report By
 FE1120  HISTORY     - 1958     MONUMENTED       CGS
 FE1120  HISTORY     - 1959     GOOD             CGS
 FE1120
 FE1120                          STATION DESCRIPTION
 FE1120
 FE1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1120'9.4 MI S FROM BROWNSVILLE.
 FE1120'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1120'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE1120'MILE WEST-SOUTHWEST ON A PAVED ROAD.  THE MARK IS 126 FEET
 FE1120'NORTHEAST OF THE EAST END OF A SMALL WOODEN BRIDGE, 48 FEET
 FE1120'EAST OF A LARGE OAK TREE, 21.6 FEET NORTHWEST OF THE CENTER
 FE1120'LINE OF A PAVED ROAD AND 8.5 FEET WEST-SOUTHWEST OF THE WEST
 FE1120'GATE POST OF A WOOD GATE.  THE MARK IS A C AND GS AZIMUTH
 FE1120'DISK SET IN THE TOP OF A CONCRETE POST, WHICH IS FLUSH WITH THE
 FE1120'SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1118 ***********************************************************************
 FE1118  DESIGNATION -  MORTON RM 1
 FE1118  PID         -  FE1118
 FE1118  STATE/COUNTY-  TN/HAYWOOD
 FE1118  USGS QUAD   -  DANCYVILLE (1981)
 FE1118
 FE1118                         *CURRENT SURVEY CONTROL
 FE1118  ___________________________________________________________________
 FE1118* NAD 83(1986)-  35 28 10.     (N)    089 17 14.     (W)     SCALED    
 FE1118* NAVD 88     -       115.754  (meters)     379.77   (feet)  ADJUSTED  
 FE1118  ___________________________________________________________________
 FE1118  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1118  DYNAMIC HT  -         115.651 (meters)     379.43  (feet)  COMP
 FE1118  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1118
 FE1118  VERT ORDER  -  SECOND    CLASS 0
 FE1118
 FE1118.The horizontal coordinates were scaled from a topographic map and have
 FE1118.an estimated accuracy of +/- 6 seconds.
 FE1118
 FE1118.The orthometric height was determined by differential leveling
 FE1118.and adjusted by the National Geodetic Survey in June 1991..
 FE1118
 FE1118.The geoid height was determined by GEOID03.
 FE1118
 FE1118.The dynamic height is computed by dividing the NAVD 88
 FE1118.geopotential number by the normal gravity value computed on the
 FE1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1118.degrees latitude (g = 980.6199 gals.).
 FE1118
 FE1118.The modeled gravity was interpolated from observed gravity values.
 FE1118
 FE1118;                    North         East    Units  Estimated Accuracy
 FE1118;SPC TN       -   131,060.      301,710.      MT  (+/- 180 meters Scaled)
 FE1118
 FE1118                          SUPERSEDED SURVEY CONTROL
 FE1118
 FE1118  NGVD 29 (??/??/??)  115.756  (m)          379.78   (f) ADJUSTED    2 0
 FE1118
 FE1118.Superseded values are not recommended for survey control.
 FE1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1118.See file dsdata.txt to determine how the superseded data were derived.
 FE1118
 FE1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE924275(NAD 83)
 FE1118_MARKER: DR = REFERENCE MARK DISK
 FE1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1118_STAMPING: MORTON NO 1 1958
 FE1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1118+STABILITY: SURFACE MOTION
 FE1118
 FE1118  HISTORY     - Date     Condition        Report By
 FE1118  HISTORY     - 1958     MONUMENTED       CGS
 FE1118  HISTORY     - 1959     GOOD             CGS
 FE1118
 FE1118                          STATION DESCRIPTION
 FE1118
 FE1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1118'9.6 MI S FROM BROWNSVILLE.
 FE1118'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1118'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8 MILE
 FE1118'WEST-SOUTHWEST ON A PAVED ROAD, THENCE 0.25 MILE SOUTHWEST
 FE1118'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL.  IT IS ABOUT
 FE1118'0.25 MILE SOUTHWEST OF THE WILLIS RESIDENCE.  THE MARK IS 106
 FE1118'FEET EAST-SOUTHEAST OF A SOUTHEAST FENCE CORNER AND 68.3 FEET
 FE1118'SOUTH-SOUTHWEST OF THE STATION MARK.  THE MARK IS SET FLUSH
 FE1118'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1117 ***********************************************************************
 FE1117  DESIGNATION -  MORTON RM 2
 FE1117  PID         -  FE1117
 FE1117  STATE/COUNTY-  TN/HAYWOOD
 FE1117  USGS QUAD   -  DANCYVILLE (1981)
 FE1117
 FE1117                         *CURRENT SURVEY CONTROL
 FE1117  ___________________________________________________________________
 FE1117* NAD 83(1986)-  35 28 10.     (N)    089 17 16.     (W)     SCALED    
 FE1117* NAVD 88     -       114.731  (meters)     376.41   (feet)  ADJUSTED  
 FE1117  ___________________________________________________________________
 FE1117  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1117  DYNAMIC HT  -         114.629 (meters)     376.08  (feet)  COMP
 FE1117  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 FE1117
 FE1117  VERT ORDER  -  SECOND    CLASS 0
 FE1117
 FE1117.The horizontal coordinates were scaled from a topographic map and have
 FE1117.an estimated accuracy of +/- 6 seconds.
 FE1117
 FE1117.The orthometric height was determined by differential leveling
 FE1117.and adjusted by the National Geodetic Survey in June 1991..
 FE1117
 FE1117.The geoid height was determined by GEOID03.
 FE1117
 FE1117.The dynamic height is computed by dividing the NAVD 88
 FE1117.geopotential number by the normal gravity value computed on the
 FE1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1117.degrees latitude (g = 980.6199 gals.).
 FE1117
 FE1117.The modeled gravity was interpolated from observed gravity values.
 FE1117
 FE1117;                    North         East    Units  Estimated Accuracy
 FE1117;SPC TN       -   131,060.      301,660.      MT  (+/- 180 meters Scaled)
 FE1117
 FE1117                          SUPERSEDED SURVEY CONTROL
 FE1117
 FE1117  NGVD 29 (??/??/??)  114.733  (m)          376.42   (f) ADJUSTED    2 0
 FE1117
 FE1117.Superseded values are not recommended for survey control.
 FE1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1117.See file dsdata.txt to determine how the superseded data were derived.
 FE1117
 FE1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE924275(NAD 83)
 FE1117_MARKER: DR = REFERENCE MARK DISK
 FE1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1117_STAMPING: MORTON NO 2 1958
 FE1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1117+STABILITY: SURFACE MOTION
 FE1117
 FE1117  HISTORY     - Date     Condition        Report By
 FE1117  HISTORY     - 1958     MONUMENTED       CGS
 FE1117  HISTORY     - 1959     GOOD             CGS
 FE1117  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1117
 FE1117                          STATION DESCRIPTION
 FE1117
 FE1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1117'9.6 MI S FROM BROWNSVILLE.
 FE1117'0.6 MILE EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE IN BROWNSVILLE,
 FE1117'THENCE 8.0 MILES SOUTH-SOUTHWEST ON HIGHWAY 76, THENCE 0.8
 FE1117'MILE WEST-SOUTHWEST ON A PAVED ROAD, THENCE 0.25 MILE SOUTHWEST
 FE1117'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL.  IT IS ABOUT
 FE1117'0.25 MILE SOUTHWEST OF THE WILLIS RESIDENCE.  THE MARK IS
 FE1117'106.7 FEET WEST-NORTHWEST OF THE STATION, 2 FEET NORTH OF A
 FE1117'CEDAR TREE AND 6 INCHES EAST OF A FENCE LINE.  THE MARK IS SET
 FE1117'FLUSH WITH THE SURFACE OF THE GROUND.
 FE1117
 FE1117                          STATION RECOVERY (2002)
 FE1117
 FE1117'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1117'SUSPECTED DESTROYED DUE TO I 40 RIGHT OF WAY WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1116 ***********************************************************************
 FE1116  DESIGNATION -  MORTON RM 3
 FE1116  PID         -  FE1116
 FE1116  STATE/COUNTY-  TN/HAYWOOD
 FE1116  USGS QUAD   -  DANCYVILLE (1981)
 FE1116
 FE1116                         *CURRENT SURVEY CONTROL
 FE1116  ___________________________________________________________________
 FE1116* NAD 83(1986)-  35 28 09.     (N)    089 17 15.     (W)     SCALED    
 FE1116* NAVD 88     -       115.44   (+/-2cm)     378.7    (feet)  VERTCON   
 FE1116  ___________________________________________________________________
 FE1116  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 FE1116
 FE1116  VERT ORDER  -  THIRD (See Below)
 FE1116
 FE1116.The horizontal coordinates were scaled from a topographic map and have
 FE1116.an estimated accuracy of +/- 6 seconds.
 FE1116
 FE1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1116.The vertical order pertains to the NGVD 29 superseded value.
 FE1116
 FE1116.The geoid height was determined by GEOID03.
 FE1116
 FE1116;                    North         East    Units  Estimated Accuracy
 FE1116;SPC TN       -   131,030.      301,680.      MT  (+/- 180 meters Scaled)
 FE1116
 FE1116                          SUPERSEDED SURVEY CONTROL
 FE1116
 FE1116  NGVD 29 (??/??/??)  115.44   (m)          378.7    (f) RESET       3  
 FE1116
 FE1116.Superseded values are not recommended for survey control.
 FE1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1116.See file dsdata.txt to determine how the superseded data were derived.
 FE1116
 FE1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE924274(NAD 83)
 FE1116_MARKER: DR = REFERENCE MARK DISK
 FE1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1116_STAMPING: MORTON NO 3 1958
 FE1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1116+STABILITY: SURFACE MOTION
 FE1116
 FE1116  HISTORY     - Date     Condition        Report By
 FE1116  HISTORY     - 1961     MONUMENTED       TNHD
 FE1116  HISTORY     - 1961     GOOD             CGS
 FE1116
 FE1116                          STATION DESCRIPTION
 FE1116
 FE1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FE1116'0.6 MI E FROM BROWNSVILLE.
 FE1116'THIS MARK IS LOCATED 0.6 MILE EAST ALONG HIGHWAY 70 FROM THE
 FE1116'COURTHOUSE IN BROWNSVILLE, THENCE 8.0 MILES SOUTH-SOUTHWEST
 FE1116'ON HIGHWAY 76, THENCE 0.8 MILE WEST-SOUTHWEST ON A PAVED ROAD,
 FE1116'THENCE 0.25 MILE SOUTHWEST ACROSS COUNTRY TO THE HIGHEST POINT
 FE1116'OF A HILL.  THIS MARK IS 81.5 FT. WEST OF THE STATION AND 25
 FE1116'FT. NORTHEAST OF THE NORTHEAST EDGE OF A CLUMP OF CEDAR TREES.
 FE1116'THE DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2453 ***********************************************************************
 GB2453  DESIGNATION -  MOSS
 GB2453  PID         -  GB2453
 GB2453  STATE/COUNTY-  TN/CLAY
 GB2453  USGS QUAD   -  UNION HILL (1968)
 GB2453
 GB2453                         *CURRENT SURVEY CONTROL
 GB2453  ___________________________________________________________________
 GB2453* NAD 83(1995)-  36 35 44.05700(N)    085 37 45.60030(W)     ADJUSTED  
 GB2453* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 GB2453  ___________________________________________________________________
 GB2453  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 GB2453  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 GB2453
 GB2453  HORZ ORDER  -  THIRD
 GB2453
 GB2453.The horizontal coordinates were established by classical geodetic methods
 GB2453.and adjusted by the National Geodetic Survey in April 1999..
 GB2453
 GB2453.The orthometric height was scaled from a topographic map.
 GB2453
 GB2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2453
 GB2453.The geoid height was determined by GEOID03.
 GB2453
 GB2453;                    North         East     Units Scale Factor Converg.
 GB2453;SPC TN       -   251,064.604   633,168.706   MT  1.00003663   +0 13 01.2
 GB2453;SPC TN       -   823,701.12  2,077,321.00   sFT  1.00003663   +0 13 01.2
 GB2453;SPC KY1Z     - 1,029,112.921 1,510,798.993   MT  1.00015236   +0 04 26.7
 GB2453;SPC KY1Z     - 3,376,347.97  4,956,679.70   sFT  1.00015236   +0 04 26.7
 GB2453;SPC KY S     -   529,108.594   510,797.649   MT  1.00002786   +0 04 23.4
 GB2453;SPC KY S     - 1,735,917.11  1,675,841.95   sFT  1.00002786   +0 04 23.4
 GB2453;UTM  16      - 4,050,883.684   622,602.799   MT  0.99978519   +0 49 02.1
 GB2453
 GB2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2453!SPC TN       -   0.99995081  x   1.00003663  =   0.99998743
 GB2453!SPC KY1Z     -   0.99995081  x   1.00015236  =   1.00010316
 GB2453!SPC KY S     -   0.99995081  x   1.00002786  =   0.99997866
 GB2453!UTM  16      -   0.99995081  x   0.99978519  =   0.99973601
 GB2453
 GB2453|---------------------------------------------------------------------|
 GB2453| PID    Reference Object                     Distance      Geod. Az  |
 GB2453|                                                           dddmmss.s |
 GB2453| CG6134 MOSS RM 1                             4.215 METERS 04253     |
 GB2453| CG6133 MOSS AZ MK                                         1275136.2 |
 GB2453| CG6135 MOSS RM 2                             7.830 METERS 31124     |
 GB2453|---------------------------------------------------------------------|
 GB2453
 GB2453                          SUPERSEDED SURVEY CONTROL
 GB2453
 GB2453  NAD 83(1995)-  36 35 44.05696(N)    085 37 45.60040(W) AD(       ) 3
 GB2453  NAD 83(1995)-  36 35 44.06758(N)    085 37 45.60518(W) AD(       ) 3
 GB2453  NAD 83(1986)-  36 35 44.06760(N)    085 37 45.60520(W) AD(       ) 3
 GB2453  NAD 27      -  36 35 43.85400(N)    085 37 45.70500(W) AD(       ) 3
 GB2453
 GB2453.Superseded values are not recommended for survey control.
 GB2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2453.See file dsdata.txt to determine how the superseded data were derived.
 GB2453
 GB2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF2260350884(NAD 83)
 GB2453_MARKER: DS = TRIANGULATION STATION DISK
 GB2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2453
 GB2453  HISTORY     - Date     Condition        Report By
 GB2453  HISTORY     - 1950     MONUMENTED       CGS
 GB2453  HISTORY     - 1974     GOOD             TVA
 GB2453
 GB2453                          STATION DESCRIPTION
 GB2453
 GB2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2453'STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF MOSS AND 0.25 MILE
 GB2453'WEST OF THE INTERSECTION OF STATE HIGHWAYS 52 AND 51 ON PROPERTY
 GB2453'OWNED BY MR. J.S. GASS.  IT IS 18 FEET NORTH OF THE NORTH CORNER OF
 GB2453'THE RESIDENCE OF MR. GASS.  THE MARK IS FLUSH AND THE DISK IS
 GB2453'STAMPED MOSS 1950.
 GB2453'
 GB2453'REFERENCE MARK NO. 1 IS 24 FEET NORTHEAST OF THE NORTH CORNER OF MR.
 GB2453'GASS RESIDENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MOSS
 GB2453'NO 1 1950.
 GB2453'
 GB2453'REFERENCE MARK NO. 2 IS 41 FEET NORTH OF THE NORTH CORNER OF MR. GASS
 GB2453'RESIDENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MOSS NO 2
 GB2453'1950.
 GB2453'
 GB2453'AZIMUTH MARK IS 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 GB2453'HOUSE, 22 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 52 AND 4
 GB2453'FEET NORTHEAST OF A WHITE WITNESS POST AND A TRIPLE POWER LINE POLE.
 GB2453'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MOSS 1950.
 GB2453'
 GB2453'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 52 AND
 GB2453'51, 1 MILE NORTHWEST OF MOSS GO WEST ON HIGHWAY 52 FOR 0.05 MILE TO
 GB2453'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST ON THE
 GB2453'HIGHWAY FOR 0.2 MILE TO THE RESIDENCE OF MR. J.S. GASS AND THE
 GB2453'STATION AS DESCRIBED.
 GB2453'
 GB2453'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2453
 GB2453                          STATION RECOVERY (1974)
 GB2453
 GB2453'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974 (NOD)
 GB2453'MOSS A STA. RECOVERED IN GOOD CONDITION.
 GB2453'
 GB2453'MOSS STATION MARK 1950 USC AND CS FOUND STAMPED ON THE POINT.
 GB2453'
 GB2453'REFS. 36.9 S 85 E TO NW COR OF WELL HOUSE 6 FEET X 6 FEET CONC.
 GB2453'15.7 N 85 W TO POWER POLE.
 GB2453'N 15 E 354 FEET TO SW COR OF FRAME BLDG.
 GB2453'
 GB2453'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MASS, TN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3518 ***********************************************************************
 GA3518  DESIGNATION -  MOSSY
 GA3518  PID         -  GA3518
 GA3518  STATE/COUNTY-  TN/JEFFERSON
 GA3518  USGS QUAD   -  TALBOTT (1980)
 GA3518
 GA3518                         *CURRENT SURVEY CONTROL
 GA3518  ___________________________________________________________________
 GA3518* NAD 83(1995)-  36 09 09.73425(N)    083 27 50.71645(W)     ADJUSTED  
 GA3518* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 GA3518  ___________________________________________________________________
 GA3518  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GA3518  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 GA3518
 GA3518  HORZ ORDER  -  SECOND
 GA3518
 GA3518.The horizontal coordinates were established by classical geodetic methods
 GA3518.and adjusted by the National Geodetic Survey in April 1999..
 GA3518
 GA3518.The orthometric height was scaled from a topographic map.
 GA3518
 GA3518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3518
 GA3518.The geoid height was determined by GEOID03.
 GA3518
 GA3518;                    North         East     Units Scale Factor Converg.
 GA3518;SPC TN       -   204,815.130   828,171.780   MT  0.99996382   +1 29 04.6
 GA3518;SPC TN       -   671,964.31  2,717,093.58   sFT  0.99996382   +1 29 04.6
 GA3518;UTM  17      - 4,003,698.850   278,325.600   MT  1.00020551   -1 27 15.3
 GA3518
 GA3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3518!SPC TN       -   0.99994446  x   0.99996382  =   0.99990828
 GA3518!UTM  17      -   0.99994446  x   1.00020551  =   1.00014996
 GA3518
 GA3518|---------------------------------------------------------------------|
 GA3518| PID    Reference Object                     Distance      Geod. Az  |
 GA3518|                                                           dddmmss.s |
 GA3518| DB9782 MOSSY RM 1                           20.132 METERS 02829     |
 GA3518| DB9783 MOSSY RM 2                           11.918 METERS 14454     |
 GA3518| DB9781 MOSSY AZ MK                                        2081800.0 |
 GA3518|---------------------------------------------------------------------|
 GA3518
 GA3518                          SUPERSEDED SURVEY CONTROL
 GA3518
 GA3518  NAD 83(1995)-  36 09 09.73919(N)    083 27 50.71891(W) AD(       ) 2
 GA3518  NAD 83(1995)-  36 09 09.74160(N)    083 27 50.72176(W) AD(       ) 2
 GA3518  NAD 83(1995)-  36 09 09.74088(N)    083 27 50.72003(W) AD(       ) 2
 GA3518  NAD 83(1986)-  36 09 09.74472(N)    083 27 50.71886(W) AD(       ) 2
 GA3518  NAD 27      -  36 09 09.41900(N)    083 27 51.08400(W) AD(       ) 2
 GA3518
 GA3518.Superseded values are not recommended for survey control.
 GA3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3518.See file dsdata.txt to determine how the superseded data were derived.
 GA3518
 GA3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7832603699(NAD 83)
 GA3518_MARKER: DS = TRIANGULATION STATION DISK
 GA3518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3518
 GA3518  HISTORY     - Date     Condition        Report By
 GA3518  HISTORY     - 1934     MONUMENTED       CGS
 GA3518  HISTORY     - 1949     GOOD             TVA
 GA3518
 GA3518                          STATION DESCRIPTION
 GA3518
 GA3518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3518'ABOUT 2 MILES NORTHEAST OF JEFFERSON CITY, ON WEST EDGE OF WHAT IS
 GA3518'LOCALLY KNOWN AS
 GA3518'GREEN BRIAR ROAD, AND ON PROPERTY OF J. P.
 GA3518'ELLISON.  TO REACH FROM JUNCTION OF
 GA3518'ROUTES 25E AND 11E IN MORRISTOWN,
 GA3518'FOLLOW ROUTE 11E SOUTHWEST 11.45 MILES (2.75 MILES
 GA3518'SOUTHWEST OF
 GA3518'HAMBLEN-JEFFERSON COUNTY LINE) TO T-ROAD AT TELEPHONE POLE NO.  3311,
 GA3518'TURN RIGHT AND GO
 GA3518'0.75 MILE TO T-ROAD RIGHT, TURN RIGHT AND GO 0.4
 GA3518'MILE TO T-ROAD LEFT JUST PAST HOUSE
 GA3518'ON LEFT, TURN LEFT AND GO 0.15
 GA3518'MILE TO STATION SITE IN CULTIVATED FIELD, 12.5 FEET
 GA3518'WEST OF CENTER
 GA3518'LINE OF ROAD, AND 3.4 FEET WEST OF FENCE LINE.  SURFACE AND
 GA3518'UNDERGROUND MARKS
 GA3518'ARE STANDARD STATION DISKS IN CONCRETE.
 GA3518'REFERENCE MARKS ARE
 GA3518'STANDARD REFERENCE DISKS IN CONCRETE.
 GA3518'NO.  1 IS IN EDGE OF FIELD ACROSS
 GA3518'ROAD FROM STATION, 13.0
 GA3518'FEET EAST OF CENTER LINE OF ROAD, 1 FOOT EAST OF FENCE LINE,
 GA3518'AND 66.05
 GA3518'FEET FROM STATION N 28 DEG 29 MIN E. NO.  2 IS
 GA3518'IN EDGE OF FIELD ACROSS
 GA3518'ROAD FROM STATION, 12.4 FEET EAST OF CENTER
 GA3518'LINE OF ROAD, 1 FOOT EAST OF FENCE LINE,
 GA3518'AND 39.10 FEET FROM STATION
 GA3518'S 35 DEG 06 MIN E. DISTANCE BETWEEN
 GA3518'REFERENCE MARKS
 GA3518'NO.  1 AND NO.  2 IS 87.70 FEET.  AZIMUTH MARK IS STANDARD REFERENCE
 GA3518'DISK IN CONCRETE,
 GA3518'200 FEET EAST OF ROAD LEADING TO STATION
 GA3518'23.7 FEET SOUTHEAST OF CENTER LINE
 GA3518'OF U.S.  ROUTE 11E, 6.6 FEET EAST
 GA3518'OF TELEPHONE POLE NO.  3309, IN FRONT OF J.S.  REEVES
 GA3518'RED BRICK HOME, IN
 GA3518'EDGE OF FIELD, AND ABOUT 1.2 MILES FROM STATION S 28 DEG 18 MIN W.
 GA3518'BEARINGS FROM STATION TO JEFFERSON
 GA3518'CITY, WATER TANK, WHITE WOOD TOP,
 GA3518'DISTANT 2.0 MILES, IS S 31 DEG 06 MIN W.
 GA3518
 GA3518                          STATION RECOVERY (1949)
 GA3518
 GA3518'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CRC)
 GA3518'STATION RECOVERED IN GOOD CONDITION AND IS STAMPED MOSSY 1934.  STEEL
 GA3518'POST WITH CONTROL
 GA3518'MARKER SIGN SET AT MONUMENT.  DESCRIPTION IS
 GA3518'ADEQUATE.
 GA3518'
 GA3518'STATION IS LOCATED 2.0 MILES NE OF JEFFERSON CITY (AIRLINE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1913 ***********************************************************************
 FC1913  DESIGNATION -  MOUNT LORE RESET
 FC1913  PID         -  FC1913
 FC1913  STATE/COUNTY-  TN/WHITE
 FC1913  USGS QUAD   -  CASSVILLE (1979)
 FC1913
 FC1913                         *CURRENT SURVEY CONTROL
 FC1913  ___________________________________________________________________
 FC1913* NAD 83(1995)-  35 54 54.42686(N)    085 32 27.17468(W)     ADJUSTED  
 FC1913* NAVD 88     -       513.0    (meters)    1683.     (feet)  VERTCON   
 FC1913  ___________________________________________________________________
 FC1913  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FC1913  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FC1913
 FC1913  HORZ ORDER  -  FIRST
 FC1913
 FC1913.The horizontal coordinates were established by classical geodetic methods
 FC1913.and adjusted by the National Geodetic Survey in April 1999..
 FC1913
 FC1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1913
 FC1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1913
 FC1913.The geoid height was determined by GEOID03.
 FC1913
 FC1913;                    North         East     Units Scale Factor Converg.
 FC1913;SPC TN       -   175,594.812   641,437.851   MT  0.99994940   +0 16 07.6
 FC1913;SPC TN       -   576,097.31  2,104,450.68   sFT  0.99994940   +0 16 07.6
 FC1913;UTM  16      - 3,975,517.379   631,652.107   MT  0.99981357   +0 51 21.7
 FC1913
 FC1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1913!SPC TN       -   0.99992405  x   0.99994940  =   0.99987346
 FC1913!UTM  16      -   0.99992405  x   0.99981357  =   0.99973764
 FC1913
 FC1913:                Primary Azimuth Mark                     Grid Az
 FC1913:SPC TN       -  SPARTA                                   077 16 27.5
 FC1913:UTM  16      -  SPARTA                                   076 41 13.4
 FC1913
 FC1913|---------------------------------------------------------------------|
 FC1913| PID    Reference Object                     Distance      Geod. Az  |
 FC1913|                                                           dddmmss.s |
 FC1913| FC1836 SPARTA                              APPROX. 7.6 KM 0773235.1 |
 FC1913| CG6140 MOUNT LORE RM 3 AZIMUTH                            0880550.9 |
 FC1913| CG6139 MOUNT LORE RM 2                      15.999 METERS 17821     |
 FC1913| CG6138 MOUNT LORE RM 1                      18.319 METERS 25855     |
 FC1913|---------------------------------------------------------------------|
 FC1913
 FC1913                          SUPERSEDED SURVEY CONTROL
 FC1913
 FC1913  NAD 83(1995)-  35 54 54.43081(N)    085 32 27.17846(W) AD(       ) 1
 FC1913  NAD 83(1986)-  35 54 54.43824(N)    085 32 27.17682(W) AD(       ) 1
 FC1913  NAD 27      -  35 54 54.19900(N)    085 32 27.25800(W) AD(       ) 1
 FC1913  NGVD 29 (07/19/86)  513.0    (m)         1683.     (f) VERT ANG       
 FC1913
 FC1913.Superseded values are not recommended for survey control.
 FC1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1913.See file dsdata.txt to determine how the superseded data were derived.
 FC1913
 FC1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE3165275517(NAD 83)
 FC1913_MARKER: X = CHISELED CROSS
 FC1913_SETTING: 0 = UNSPECIFIED SETTING
 FC1913
 FC1913  HISTORY     - Date     Condition        Report By
 FC1913  HISTORY     - 1934     MONUMENTED       CGS
 FC1913  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FC1913  HISTORY     - 1935     GOOD             CGS
 FC1913  HISTORY     - 1958     GOOD             USGS
 FC1913
 FC1913                          STATION DESCRIPTION
 FC1913
 FC1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1913'STATION IS ABOUT 4.75 MILES WSW OF SPARTA, ON HIGHEST PART OF LONG
 FC1913'SHARP-TOPPED HILL KNOWN AS GUM SPRING MOUNTAIN, ON SUMMIT OF SMALL
 FC1913'KNOLL AT N END OF MOUNTAIN, LOCALLY KNOWN AS HIGH POINT, AND IN
 FC1913'CENTER OF SUMMIT, WHICH IS ABOUT 100 FEET LONG BY 40 FEET WIDE.
 FC1913'TO REACH FROM COURTHOUSE AT SPARTA, FOLLOW ROUTE 70 W 0.8 MILE, TURN
 FC1913'RIGHT ON TO ROUTE 70N AND GO 0.55 MILE, TURN LEFT ONTO GRAVEL ROAD
 FC1913'AT CLARKS OLD WATER MILL AND GO 1.55 MILES TO SCHOOL ON RIGHT, TURN
 FC1913'LEFT ON TO T-ROAD, GO 1.0 MILE, TURN RIGHT AT GRAVEL T-ROAD
 FC1913'JUNCTION, PROCEED 0.45 MILE TO T-ROAD TO RIGHT, CONTINUE STRAIGHT
 FC1913'AHEAD 0.80 MILE AND AGAIN KEEP STRAIGHT AHEAD AT GROUP OF SIX MAIL
 FC1913'BOXES ON LEFT, GO 100 YARDS, TURN ONTO RIGHT FORK, WHICH IS ABOUT
 FC1913'200 YARDS SE OF EARNEST KNOWLES HOUSE, GO 0.2 MILE AND THEN CONTINUE
 FC1913'ON FOOT NW UP HILL ABOUT 1/2 MILE TO SUMMIT AND STATION SITE, WHICH
 FC1913'IS 30 FEET SE OF 10-INCH OAK WITH TRIANGULAR BLAZE.  SURFACE MARK IS
 FC1913'INTERSECTION OF N-S AND E-W GROOVES SURROUNDED WITH LETTERS
 FC1913'U.S.G.S. CUT IN TOP OF STONE POST, 8 INCHES SQUARE BY 22 INCHES LONG,
 FC1913'WITH BOTTOM RESTING ON SOLID ROCK.  UNDERGROUND MARK IS CROSS ON
 FC1913'LEAD IN DRILL HOLE IN SOLID ROCK ABOUT 18 INCHES BELOW GROUND.
 FC1913'IN 1907 SURFACE MARK WAS RECOVERED BROKEN OFF, UNDERGROUND MARK WAS
 FC1913'IN GOOD CONDITION.  SURFACE MARK WAS RESET AND NEW CROSS LINE CUT IN
 FC1913'TOP.  RECOVERED IN 1934 IN GOOD CONDITION, AND STANDARD DISK STATION
 FC1913'MARK SET IN STONE POST (SURFACE MARK).  IN 1934 THREE REFERENCE
 FC1913'MARKS WERE ESTABLISHED AS FOLLOWS- REFERENCE MARKS NOS. 1 AND 2 ARE
 FC1913'STANDARD REFERENCE DISKS IN ROCK.  NO. 1 IS ALONG LONGITUDINAL
 FC1913'CENTER OF HILL, AT N END OF KNOLL, AND 60.10 FEET FROM STATION
 FC1913'N 01 DEG 05 MIN W. NO. 2 IS AT S END, ALONG CENTER OF KNOLL,
 FC1913'AND 52.49 FEET FROM STATION S 01 DEG 39 MIN E. REFERENCE
 FC1913'MARK NO. 3 (AZIMUTH MARK) IS STANDARD REFERENCE DISK IN ROCK, DOWN
 FC1913'EASTERN LONG SLOPE OF KNOLL, ABOUT 20 FEET NW OF 18-INCH GUM TREE,
 FC1913'AND 175 YARDS FROM STATION N 88 DEG 06 MIN E.
 FC1913
 FC1913                          STATION RECOVERY (1935)
 FC1913
 FC1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 FC1913'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL KNOLL, LOCALLY KNOWN
 FC1913'AS HIGH POINT, AT THE N END OF GUM SPRING MOUNTAIN, IN THE CENTER OF
 FC1913'THE SUMMIT WHICH IS ABOUT 100 FEET LONG AND 40 FEET WIDE, AND ABOUT
 FC1913'4.75 MILES WSW OF SPARTA.
 FC1913'
 FC1913'THE DISTANCES TO THE REFERENCE MARKS WERE REMEASURED AND FOUND TO
 FC1913'CHECK THE OLD MEASUREMENTS.  THE MARKS WERE FOUND IN GOOD
 FC1913'CONDITION.
 FC1913'
 FC1913'REFERENCE MARK NO. 1 IS 60.10 FEET N OF THE STATION ALONG THE
 FC1913'LONGITUDINAL CENTER OF THE HILL.
 FC1913'
 FC1913'REFERENCE MARK NO. 2 IS 52.49 FEET S OF THE STATION ALONG THE CENTER
 FC1913'OF THE KNOLL.
 FC1913'
 FC1913'THE DIRECTIONS WERE NOT REMEASURED SINCE CONSIDERABLE CLEARING WOULD
 FC1913'HAVE BEEN NECESSARY TO SEE THE MARKS FROM THE TOP OF THE TOWER
 FC1913'USED.
 FC1913'
 FC1913'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 175 YARDS E OF STATION ALONG
 FC1913'EASTERN SLOPE OF KNOLL, ABOUT 20 FEET NW OF 18-INCH GUM TREE.
 FC1913'
 FC1913'TO REACH THE STATION FROM THE COURTHOUSE IN SPARTA, GO W ON U.S.
 FC1913'HIGHWAY 70 FOR 0.8 MILE TO ITS JUNCTION WITH U.S.  HIGHWAY 70 N.
 FC1913'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 70 N FOR 0.55 MILE AND TURN
 FC1913'LEFT ON TO GRAVEL ROAD AT CLARKS OLD WATER MILL.  GO 1.55 MILES
 FC1913'TO A SCHOOL ON THE RIGHT AND HERE TURN LEFT ON TO T-ROAD, GO 1.0 MILE
 FC1913'AND TURN RIGHT AT T-ROAD, CONTINUE STRAIGHT AHEAD FOR 1.3 MILES AND
 FC1913'TURN ONTO RIGHT FORK (WHICH IS ABOUT 100 YARDS PAST A GROUP OF SIX
 FC1913'MAIL BOXES ON LEFT).  FOLLOW THIS ROUGH WAGON ROAD FOR ABOUT 0.5
 FC1913'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW DIM WAGON ROAD UP
 FC1913'THE W SIDE OF THE HILL TO THE SUMMIT AND STATION SITE.
 FC1913'
 FC1913'A 64-FOOT TOWER REQUIRED.
 FC1913
 FC1913                          STATION RECOVERY (1958)
 FC1913
 FC1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FC1913'STATION WAS FOUND.  R.M. 2 WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0741 ***********************************************************************
 GC0741  DESIGNATION -  MOUNT RESET
 GC0741  PID         -  GC0741
 GC0741  STATE/COUNTY-  TN/DAVIDSON
 GC0741  USGS QUAD   -  ANTIOCH (1983)
 GC0741
 GC0741                         *CURRENT SURVEY CONTROL
 GC0741  ___________________________________________________________________
 GC0741* NAD 83(1986)-  36 02 11.     (N)    086 38 41.     (W)     SCALED    
 GC0741* NAVD 88     -       202.77   (+/-2cm)     665.3    (feet)  VERTCON   
 GC0741  ___________________________________________________________________
 GC0741  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0741
 GC0741  VERT ORDER  -  THIRD (See Below)
 GC0741
 GC0741.The horizontal coordinates were scaled from a topographic map and have
 GC0741.an estimated accuracy of +/- 6 seconds.
 GC0741
 GC0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0741.The vertical order pertains to the NGVD 29 superseded value.
 GC0741
 GC0741.The geoid height was determined by GEOID03.
 GC0741
 GC0741;                    North         East    Units  Estimated Accuracy
 GC0741;SPC TN       -   189,140.      541,900.      MT  (+/- 180 meters Scaled)
 GC0741
 GC0741                          SUPERSEDED SURVEY CONTROL
 GC0741
 GC0741  NGVD 29 (??/??/??)  202.79   (m)          665.3    (f) RESET       3  
 GC0741
 GC0741.Superseded values are not recommended for survey control.
 GC0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0741.See file dsdata.txt to determine how the superseded data were derived.
 GC0741
 GC0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE320880(NAD 83)
 GC0741_MARKER: DE = TRAVERSE STATION DISK
 GC0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0741_STAMPING: MOUNT 1960 1971
 GC0741_MARK LOGO: NGS   
 GC0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0741+STABILITY: SURFACE MOTION
 GC0741
 GC0741  HISTORY     - Date     Condition        Report By
 GC0741  HISTORY     - 1971     MONUMENTED       NGS
 GC0741
 GC0741                          STATION DESCRIPTION
 GC0741
 GC0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC0741'2 MI SE FROM ANTIOCH.
 GC0741'THE MARK IS LOCATED ATOP A ROCK CUT ALONG THE NORTH RIGHT-OF-WAY
 GC0741'OF INTERSTATE ROUTE 24 ABOUT 2.5 MILES SOUTHEAST OF ANTIOCH.
 GC0741'TO REACH THE MARK FROM THE INTERSTATE ROUTE 24 AND BELL ROAD
 GC0741'INTERCHANGE ABOUT 1.0 MILE EAST OF THE ANTIOCH CONSOLIDATED
 GC0741'SCHOOL, GO SOUTHEASTERLY ON INTERSTATE ROUTE 24 FOR 1.0 MILE TO
 GC0741'A ROCK CUT AND THE MOUNT 1960 1971 TRAVERSE STATION SITE ON THE
 GC0741'LEFT ON TOP OF THE CUT ABOUT 20 FEET ABOVE THE LEVEL OF THE
 GC0741'HIGHWAY.  IT IS 53 FEET NORTHWEST OF AN 18-INCH WHITE OAK TREE,
 GC0741'55 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 24.24 FEET NORTHWEST
 GC0741'OF MOUNT R.M. 2 1960, 19 FEET NORTHEAST OF THE EDGE OF A ROCK CUT,
 GC0741'18.98 FEET SOUTHWEST OF MOUNT R.M. 1 1960, 16 FEET SOUTH OF A
 GC0741'TRIANGLE BLAZED 24-INCH ELM TREE, AND 1.1 FEET SOUTH OF A METAL
 GC0741'WITNESS POST AND SIGN.  A STANDARD TRAVERSE STATION DISK SET IN
 GC0741'THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2
 GC0741'INCHES AND THE DISK IS STAMPED MOUNT 1960 1971.  AN ELEVATION WAS
 GC0741'TRANSFERRED TO THIS MARK FROM BENCH MARK MOUNT R.M. 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0742 ***********************************************************************
 GC0742  DESIGNATION -  MOUNT RM 1
 GC0742  PID         -  GC0742
 GC0742  STATE/COUNTY-  TN/DAVIDSON
 GC0742  USGS QUAD   -  ANTIOCH (1983)
 GC0742
 GC0742                         *CURRENT SURVEY CONTROL
 GC0742  ___________________________________________________________________
 GC0742* NAD 83(1986)-  36 02 11.     (N)    086 38 41.     (W)     SCALED    
 GC0742* NAVD 88     -       202.837  (meters)     665.47   (feet)  ADJUSTED  
 GC0742  ___________________________________________________________________
 GC0742  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0742  DYNAMIC HT  -         202.662 (meters)     664.90  (feet)  COMP
 GC0742  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 GC0742
 GC0742  VERT ORDER  -  SECOND    CLASS 0
 GC0742
 GC0742.The horizontal coordinates were scaled from a topographic map and have
 GC0742.an estimated accuracy of +/- 6 seconds.
 GC0742
 GC0742.The orthometric height was determined by differential leveling
 GC0742.and adjusted by the National Geodetic Survey in June 1991..
 GC0742
 GC0742.The geoid height was determined by GEOID03.
 GC0742
 GC0742.The dynamic height is computed by dividing the NAVD 88
 GC0742.geopotential number by the normal gravity value computed on the
 GC0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0742.degrees latitude (g = 980.6199 gals.).
 GC0742
 GC0742.The modeled gravity was interpolated from observed gravity values.
 GC0742
 GC0742;                    North         East    Units  Estimated Accuracy
 GC0742;SPC TN       -   189,140.      541,900.      MT  (+/- 180 meters Scaled)
 GC0742
 GC0742                          SUPERSEDED SURVEY CONTROL
 GC0742
 GC0742  NGVD 29 (??/??/92)  202.856  (m)          665.54   (f) ADJ UNCH    2 0
 GC0742
 GC0742.Superseded values are not recommended for survey control.
 GC0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0742.See file dsdata.txt to determine how the superseded data were derived.
 GC0742
 GC0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE320880(NAD 83)
 GC0742_MARKER: DR = REFERENCE MARK DISK
 GC0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0742_STAMPING: MOUNT NO 1 1960
 GC0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0742+STABILITY: SURFACE MOTION
 GC0742
 GC0742  HISTORY     - Date     Condition        Report By
 GC0742  HISTORY     - 1960     MONUMENTED       CGS
 GC0742  HISTORY     - 1971     GOOD             NGS
 GC0742
 GC0742                          STATION DESCRIPTION
 GC0742
 GC0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC0742'2 MI SE FROM ANTIOCH.
 GC0742'IT IS LOCATED AT THE MOUNT 1960 1971 TRAVERSE STATION SITE, 37
 GC0742'FEET NORTHEAST OF THE EDGE OF A ROCK CUT, 32 FEET SOUTHWEST OF
 GC0742'THE RIGHT-OF-WAY FENCE, 29.83 FEET NORTH OF MOUNT R.M. 2 1960,
 GC0742'18.98 FEET NORTHEAST OF MOUNT 1960 1971, 6 FEET EAST OF A TRIANGLE
 GC0742'BLAZED 24-INCH ELM TREE, AND 1.0 FOOT SOUTH OF A METAL WITNESS
 GC0742'POST AND SIGN.  A STANDARD REFERENCE MARK DISK SET IN THE TOP
 GC0742'OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GC0742'STAMPED MOUNT NO 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0743 ***********************************************************************
 GC0743  DESIGNATION -  MOUNT RM 2
 GC0743  PID         -  GC0743
 GC0743  STATE/COUNTY-  TN/DAVIDSON
 GC0743  USGS QUAD   -  ANTIOCH (1983)
 GC0743
 GC0743                         *CURRENT SURVEY CONTROL
 GC0743  ___________________________________________________________________
 GC0743* NAD 83(1986)-  36 02 11.     (N)    086 38 41.     (W)     SCALED    
 GC0743* NAVD 88     -       202.933  (meters)     665.79   (feet)  ADJUSTED  
 GC0743  ___________________________________________________________________
 GC0743  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GC0743  DYNAMIC HT  -         202.758 (meters)     665.22  (feet)  COMP
 GC0743  MODELED GRAV-     979,766.1   (mgal)                       NAVD 88
 GC0743
 GC0743  VERT ORDER  -  SECOND    CLASS 0
 GC0743
 GC0743.The horizontal coordinates were scaled from a topographic map and have
 GC0743.an estimated accuracy of +/- 6 seconds.
 GC0743
 GC0743.The orthometric height was determined by differential leveling
 GC0743.and adjusted by the National Geodetic Survey in June 1991..
 GC0743
 GC0743.The geoid height was determined by GEOID03.
 GC0743
 GC0743.The dynamic height is computed by dividing the NAVD 88
 GC0743.geopotential number by the normal gravity value computed on the
 GC0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0743.degrees latitude (g = 980.6199 gals.).
 GC0743
 GC0743.The modeled gravity was interpolated from observed gravity values.
 GC0743
 GC0743;                    North         East    Units  Estimated Accuracy
 GC0743;SPC TN       -   189,140.      541,900.      MT  (+/- 180 meters Scaled)
 GC0743
 GC0743                          SUPERSEDED SURVEY CONTROL
 GC0743
 GC0743  NGVD 29 (??/??/92)  202.953  (m)          665.86   (f) ADJ UNCH    2 0
 GC0743
 GC0743.Superseded values are not recommended for survey control.
 GC0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0743.See file dsdata.txt to determine how the superseded data were derived.
 GC0743
 GC0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE320880(NAD 83)
 GC0743_MARKER: DR = REFERENCE MARK DISK
 GC0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0743_STAMPING: MOUNT NO 2 1960
 GC0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0743+STABILITY: SURFACE MOTION
 GC0743
 GC0743  HISTORY     - Date     Condition        Report By
 GC0743  HISTORY     - 1960     MONUMENTED       CGS
 GC0743  HISTORY     - 1971     GOOD             NGS
 GC0743
 GC0743                          STATION DESCRIPTION
 GC0743
 GC0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GC0743'2 MI SE FROM ANTIOCH.
 GC0743'IT IS LOCATED AT THE MOUNT 1960 1971 TRAVERSE STATION SITE, 48
 GC0743'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 33 FEET SOUTH-SOUTHWEST
 GC0743'OF A TRIANGLE BLAZED 24-INCH ELM TREE, 29.83 FEET SOUTH OF MOUNT
 GC0743'R.M. 1 1960, 29 FEET SOUTHWEST OF AN 18-INCH WHITE OAK TREE, 29
 GC0743'FEET NORTHEAST OF THE EDGE OF A ROCK CUT, 24.7 FEET SOUTHEAST OF
 GC0743'A METAL WITNESS POST AND SIGN, AND 24.24 FEET SOUTHEAST OF MOUNT
 GC0743'1960 1971.  A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 GC0743'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC0743'MOUNT NO 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0780 ***********************************************************************
 FC0780  DESIGNATION -  MS 264
 FC0780  PID         -  FC0780
 FC0780  STATE/COUNTY-  TN/MCMINN
 FC0780  USGS QUAD   -  TRANQUILLITY (1990)
 FC0780
 FC0780                         *CURRENT SURVEY CONTROL
 FC0780  ___________________________________________________________________
 FC0780* NAD 83(1986)-  35 37 02.     (N)    084 37 31.     (W)     SCALED    
 FC0780* NAVD 88     -       288.498  (meters)     946.51   (feet)  ADJUSTED  
 FC0780  ___________________________________________________________________
 FC0780  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0780  DYNAMIC HT  -         288.219 (meters)     945.60  (feet)  COMP
 FC0780  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 FC0780
 FC0780  VERT ORDER  -  FIRST     CLASS II
 FC0780
 FC0780.The horizontal coordinates were scaled from a topographic map and have
 FC0780.an estimated accuracy of +/- 6 seconds.
 FC0780
 FC0780.The orthometric height was determined by differential leveling
 FC0780.and adjusted by the National Geodetic Survey in June 1991..
 FC0780
 FC0780.The geoid height was determined by GEOID03.
 FC0780
 FC0780.The dynamic height is computed by dividing the NAVD 88
 FC0780.geopotential number by the normal gravity value computed on the
 FC0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0780.degrees latitude (g = 980.6199 gals.).
 FC0780
 FC0780.The modeled gravity was interpolated from observed gravity values.
 FC0780
 FC0780;                    North         East    Units  Estimated Accuracy
 FC0780;SPC TN       -   143,320.      724,540.      MT  (+/- 180 meters Scaled)
 FC0780
 FC0780                          SUPERSEDED SURVEY CONTROL
 FC0780
 FC0780  NGVD 29 (??/??/92)  288.577  (m)          946.77   (f) ADJ UNCH    1 2
 FC0780
 FC0780.Superseded values are not recommended for survey control.
 FC0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0780.See file dsdata.txt to determine how the superseded data were derived.
 FC0780
 FC0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE150440(NAD 83)
 FC0780_MARKER: DD = SURVEY DISK
 FC0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0780_STAMPING: MS 264 1939
 FC0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0780+STABILITY: SURFACE MOTION
 FC0780
 FC0780  HISTORY     - Date     Condition        Report By
 FC0780  HISTORY     - 1939     MONUMENTED       TVA
 FC0780  HISTORY     - 1950     GOOD             NGS
 FC0780
 FC0780                          STATION DESCRIPTION
 FC0780
 FC0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0780'10 MI W FROM SWEETWATER.
 FC0780'9.95 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF
 FC0780'U.S. HIGHWAY 11 AT SWEETWATER, ABOUT 0.9 MILE WEST OF BEULAH
 FC0780'CHURCH AND CEMETERY, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A
 FC0780'GRAVEL ROAD SOUTH AND HEISKELL STORE, AT MT. PISGAH CHURCH AND THE
 FC0780'JUNCTION OF A GRAVEL ROAD NORTH, 25 FEET SOUTHWEST OF THE CENTER
 FC0780'LINE OF THE HIGHWAY, 3 FEET WEST OF THE PROLONGED CENTER LINE OF
 FC0780'THE ROAD NORTH, 11 FEET EAST OF THE NORTHWEST CORNER OF THE
 FC0780'CHURCH BUILDING, 3 FEET NORTH OF THE NORTH WALL OF CHURCH, ABOUT
 FC0780'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FC0780'ABOUT FLUSH WITH THE GROUND.  NOTE-- POST IS LEANING NORTHEAST BUT
 FC0780'APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0781 ***********************************************************************
 FC0781  DESIGNATION -  MS 265
 FC0781  PID         -  FC0781
 FC0781  STATE/COUNTY-  TN/MCMINN
 FC0781  USGS QUAD   -  NIOTA (1990)
 FC0781
 FC0781                         *CURRENT SURVEY CONTROL
 FC0781  ___________________________________________________________________
 FC0781* NAD 83(1986)-  35 37 00.     (N)    084 37 26.     (W)     SCALED    
 FC0781* NAVD 88     -       285.887  (meters)     937.95   (feet)  ADJUSTED  
 FC0781  ___________________________________________________________________
 FC0781  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FC0781  DYNAMIC HT  -         285.611 (meters)     937.04  (feet)  COMP
 FC0781  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 FC0781
 FC0781  VERT ORDER  -  FIRST     CLASS II
 FC0781
 FC0781.The horizontal coordinates were scaled from a topographic map and have
 FC0781.an estimated accuracy of +/- 6 seconds.
 FC0781
 FC0781.The orthometric height was determined by differential leveling
 FC0781.and adjusted by the National Geodetic Survey in June 1991..
 FC0781
 FC0781.The geoid height was determined by GEOID03.
 FC0781
 FC0781.The dynamic height is computed by dividing the NAVD 88
 FC0781.geopotential number by the normal gravity value computed on the
 FC0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0781.degrees latitude (g = 980.6199 gals.).
 FC0781
 FC0781.The modeled gravity was interpolated from observed gravity values.
 FC0781
 FC0781;                    North         East    Units  Estimated Accuracy
 FC0781;SPC TN       -   143,260.      724,660.      MT  (+/- 180 meters Scaled)
 FC0781
 FC0781                          SUPERSEDED SURVEY CONTROL
 FC0781
 FC0781  NGVD 29 (??/??/92)  285.966  (m)          938.21   (f) ADJ UNCH    1 2
 FC0781
 FC0781.Superseded values are not recommended for survey control.
 FC0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0781.See file dsdata.txt to determine how the superseded data were derived.
 FC0781
 FC0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE152440(NAD 83)
 FC0781_MARKER: DD = SURVEY DISK
 FC0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0781_STAMPING: MS 265 1939
 FC0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0781+STABILITY: SURFACE MOTION
 FC0781
 FC0781  HISTORY     - Date     Condition        Report By
 FC0781  HISTORY     - 1939     MONUMENTED       TVA
 FC0781  HISTORY     - 1950     GOOD             NGS
 FC0781
 FC0781                          STATION DESCRIPTION
 FC0781
 FC0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FC0781'9.8 MI W FROM SWEETWATER.
 FC0781'9.85 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF U.S.
 FC0781'HIGHWAY 11 AT SWEETWATER, ABOUT 0.8 MILE WEST OF BEULAH CHURCH AND
 FC0781'CEMETERY, ABOUT 0.1 MILE EAST OF MT. PISGAH CHURCH, AT THE
 FC0781'JUNCTION OF A GRAVEL ROAD SOUTH AND HEISKELL STORE, 30 FEET SOUTH
 FC0781'OF THE CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE
 FC0781'OF THE ROAD SOUTH, 10 FEET NORTHWEST OF THE NORTHWEST CORNER
 FC0781'OF THE STORE BUILDING, ABOUT IN LINE WITH THE NORTH EDGE OF THE
 FC0781'FRONT PORCH OF STORE, 46.5 FEET SOUTH AND ACROSS THE HIGHWAY FROM
 FC0781'THE CENTER OF THE BOTTOM STEP OF CONCRETE STEPS ON HIGHWAY
 FC0781'CUT LEADING TO A HOUSE, ABOUT 1/2 FOOT BELOW THE HIGHWAY AND
 FC0781'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE--
 FC0781'MARK IS IN A POOR LOCATION AS IT IS DRIVEN OVER BY CARS AND
 FC0781'TRUCKS.  MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0303 ***********************************************************************
 FC0303  DESIGNATION -  MS 290
 FC0303  PID         -  FC0303
 FC0303  STATE/COUNTY-  TN/MONROE
 FC0303  USGS QUAD   -  SWEETWATER (1989)
 FC0303
 FC0303                         *CURRENT SURVEY CONTROL
 FC0303  ___________________________________________________________________
 FC0303* NAD 83(1986)-  35 37 29.     (N)    084 29 56.     (W)     SCALED    
 FC0303* NAVD 88     -       281.681  (meters)     924.15   (feet)  ADJUSTED  
 FC0303  ___________________________________________________________________
 FC0303  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FC0303  DYNAMIC HT  -         281.408 (meters)     923.25  (feet)  COMP
 FC0303  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 FC0303
 FC0303  VERT ORDER  -  SECOND    CLASS 0
 FC0303
 FC0303.The horizontal coordinates were scaled from a topographic map and have
 FC0303.an estimated accuracy of +/- 6 seconds.
 FC0303
 FC0303.The orthometric height was determined by differential leveling
 FC0303.and adjusted by the National Geodetic Survey in June 1991..
 FC0303
 FC0303.The geoid height was determined by GEOID03.
 FC0303
 FC0303.The dynamic height is computed by dividing the NAVD 88
 FC0303.geopotential number by the normal gravity value computed on the
 FC0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0303.degrees latitude (g = 980.6199 gals.).
 FC0303
 FC0303.The modeled gravity was interpolated from observed gravity values.
 FC0303
 FC0303;                    North         East    Units  Estimated Accuracy
 FC0303;SPC TN       -   144,320.      735,970.      MT  (+/- 180 meters Scaled)
 FC0303
 FC0303                          SUPERSEDED SURVEY CONTROL
 FC0303
 FC0303  NGVD 29 (??/??/92)  281.761  (m)          924.41   (f) ADJ UNCH    2 0
 FC0303
 FC0303.Superseded values are not recommended for survey control.
 FC0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0303.See file dsdata.txt to determine how the superseded data were derived.
 FC0303
 FC0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE265452(NAD 83)
 FC0303_MARKER: DD = SURVEY DISK
 FC0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0303_STAMPING: MS 290 1939
 FC0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0303+STABILITY: SURFACE MOTION
 FC0303
 FC0303  HISTORY     - Date     Condition        Report By
 FC0303  HISTORY     - 1939     MONUMENTED       TVA
 FC0303  HISTORY     - 1961     GOOD             NGS
 FC0303
 FC0303                          STATION DESCRIPTION
 FC0303
 FC0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FC0303'3.4 MI NW FROM SWEETWATER.
 FC0303'FROM THE POST OFFICE IN SWEETWATER, GO 0.5 MILE NORTH ON U.S.
 FC0303'HIGHWAY 11 TO OAKLAND DRIVE, THEN GO 2.9 MILES WESTERLY ON
 FC0303'OAKLAND DRIVE TO A Y JUNCTION.  THE BENCH MARK IS AT THE Y
 FC0303'JUNCTION, 39 FT. SOUTH OF A LONE 30-INCH CEDAR TREE IN A YARD,
 FC0303'29 FT. WEST OF THE CENTER OF A GRAVELED ROAD, 6 FT. NORTHEAST OF
 FC0303'A FENCE, 0.6 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP
 FC0303'OF A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT 10 FT. ABOVE
 FC0303'THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0608 ***********************************************************************
 FC0608  DESIGNATION -  MS 574
 FC0608  PID         -  FC0608
 FC0608  STATE/COUNTY-  TN/BRADLEY
 FC0608  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0608
 FC0608                         *CURRENT SURVEY CONTROL
 FC0608  ___________________________________________________________________
 FC0608* NAD 83(1986)-  35 11 32.     (N)    084 53 06.     (W)     SCALED    
 FC0608* NAVD 88     -       270.233  (meters)     886.59   (feet)  ADJUSTED  
 FC0608  ___________________________________________________________________
 FC0608  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FC0608  DYNAMIC HT  -         269.966 (meters)     885.71  (feet)  COMP
 FC0608  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 FC0608
 FC0608  VERT ORDER  -  SECOND    CLASS 0
 FC0608
 FC0608.The horizontal coordinates were scaled from a topographic map and have
 FC0608.an estimated accuracy of +/- 6 seconds.
 FC0608
 FC0608.The orthometric height was determined by differential leveling
 FC0608.and adjusted by the National Geodetic Survey in June 1991..
 FC0608
 FC0608.The geoid height was determined by GEOID03.
 FC0608
 FC0608.The dynamic height is computed by dividing the NAVD 88
 FC0608.geopotential number by the normal gravity value computed on the
 FC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0608.degrees latitude (g = 980.6199 gals.).
 FC0608
 FC0608.The modeled gravity was interpolated from observed gravity values.
 FC0608
 FC0608;                    North         East    Units  Estimated Accuracy
 FC0608;SPC TN       -    95,870.      701,550.      MT  (+/- 180 meters Scaled)
 FC0608
 FC0608                          SUPERSEDED SURVEY CONTROL
 FC0608
 FC0608  NGVD 29 (??/??/92)  270.258  (m)          886.67   (f) ADJ UNCH    2 0
 FC0608
 FC0608.Superseded values are not recommended for survey control.
 FC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0608.See file dsdata.txt to determine how the superseded data were derived.
 FC0608
 FC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD925964(NAD 83)
 FC0608_MARKER: DS = TRIANGULATION STATION DISK
 FC0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0608_STAMPING: MS 574
 FC0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0608+STABILITY: SURFACE MOTION
 FC0608
 FC0608  HISTORY     - Date     Condition        Report By
 FC0608  HISTORY     - UNK      MONUMENTED       TVA
 FC0608  HISTORY     - 1962     GOOD             NGS
 FC0608  HISTORY     - 1967     GOOD             NGS
 FC0608
 FC0608                          STATION DESCRIPTION
 FC0608
 FC0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0608'2.9 MI NW FROM CLEVELAND.
 FC0608'FROM THE COURT HOUSE IN CLEVELAND GO WEST ON STATE HIGHWAY 60
 FC0608'(GEORGETOWN PIKE) FOR 2.9 MILES TO A FORK AND THE MARK ABOUT 50
 FC0608'FEET NORTH, 25 FEET EAST OF THE CENTER OF STATE HIGHWAY 60,
 FC0608'3.9 FEET SOUTHEAST OF POWER LINE POLE, 0.6 FEET WEST OF A
 FC0608'WITNESS SIGN.  A DISK SET IN THE TOP OF CONCRETE POST ABOUT 3
 FC0608'FEET ABOVE THE ROAD.
 FC0608
 FC0608                          STATION RECOVERY (1967)
 FC0608
 FC0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5173 ***********************************************************************
 AI5173  DESIGNATION -  MSCAA CONTROL PT 58
 AI5173  PID         -  AI5173
 AI5173  STATE/COUNTY-  TN/SHELBY
 AI5173  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 AI5173
 AI5173                         *CURRENT SURVEY CONTROL
 AI5173  ___________________________________________________________________
 AI5173* NAD 83(1995)-  35 03 31.98211(N)    089 57 13.88826(W)     ADJUSTED  
 AI5173* NAVD 88     -        89.1    (meters)     292.     (feet)  GPS OBS   
 AI5173  ___________________________________________________________________
 AI5173  X           -       4,209.253 (meters)                     COMP
 AI5173  Y           -  -5,226,725.912 (meters)                     COMP
 AI5173  Z           -   3,643,251.645 (meters)                     COMP
 AI5173  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AI5173  ELLIP HEIGHT-          61.68  (meters)          (05/18/00) GPS OBS
 AI5173  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AI5173
 AI5173  HORZ ORDER  -  THIRD
 AI5173  ELLP ORDER  -  FOURTH    CLASS II
 AI5173
 AI5173.This mark is at Memphis Intl Airport (MEM)
 AI5173
 AI5173.The horizontal coordinates were established by GPS observations
 AI5173.and adjusted by the National Geodetic Survey in May 2000..
 AI5173
 AI5173.The orthometric height was determined by GPS observations and a
 AI5173.high-resolution geoid model.
 AI5173
 AI5173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5173
 AI5173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5173
 AI5173.The ellipsoidal height was determined by GPS observations
 AI5173.and is referenced to NAD 83.
 AI5173
 AI5173.The geoid height was determined by GEOID03.
 AI5173
 AI5173;                    North         East     Units Scale Factor Converg.
 AI5173;SPC TN       -    87,786.131   239,402.278   MT  1.00003922   -2 18 53.1
 AI5173;SPC TN       -   288,011.66    785,438.97   sFT  1.00003922   -2 18 53.1
 AI5173;UTM  16      - 3,883,564.056   230,607.909   MT  1.00049451   -1 41 52.0
 AI5173;UTM  15      - 3,883,817.504   777,811.102   MT  1.00055130   +1 45 03.2
 AI5173
 AI5173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5173!SPC TN       -   0.99999032  x   1.00003922  =   1.00002954
 AI5173!UTM  16      -   0.99999032  x   1.00049451  =   1.00048482
 AI5173!UTM  15      -   0.99999032  x   1.00055130  =   1.00054161
 AI5173
 AI5173                          SUPERSEDED SURVEY CONTROL
 AI5173
 AI5173.No superseded survey control is available for this station.
 AI5173
 AI5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3060883564(NAD 83)
 AI5173_MARKER: DD = SURVEY DISK
 AI5173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5173_STAMPING: MSCAA PRIMARY CONTROL PT 58 1997
 AI5173_MARK LOGO: LOCENG
 AI5173_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5173+STABILITY: SURFACE MOTION
 AI5173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5173+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI5173
 AI5173  HISTORY     - Date     Condition        Report By
 AI5173  HISTORY     - 1997     MONUMENTED       LOCENG
 AI5173
 AI5173                          STATION DESCRIPTION
 AI5173
 AI5173'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997
 AI5173'THE STATION IS LOCATED ON THE MEMPHIS INTERNATIONAL AIRPORT WHICH IS
 AI5173'SOUTH OF INTERSTATE 240, ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF THE
 AI5173'JUNCTION OF INTERSTATES 55 AND 240 AND 6.4 KM (3.95 MI) SOUTH OF THE
 AI5173'JUNCTION OF INTERSTATE 240 AND US HIGHWAY 78.  THE STATION IS LOCATED
 AI5173'IN THE NORTHEAST SECTION OF THE AIRPORT NORTHEAST OF THE APPROACH END
 AI5173'OF RUNWAY 27.  OWNERSHIP--MEMPHIS SHELBY COUNTY AIRPORT AUTHORITY,
 AI5173'DIRECTOR OF DEVELOPMENT ROBERT A BEESLEY, P.O.  BOX 30168, MEMPHIS, TN
 AI5173'38130-0168.  PHONE- 901-922-8032.  TO REACH FROM THE TERMINAL BUILDING
 AI5173'PROCEED TO THE NORTHWEST CORNER OF THE TERMINAL RAMP. PROCEED NORTH ON
 AI5173'TAXIWAY (N) FOR 1.1 KM (0.70 MI) TO AN EAST-WEST PARALLEL TAXIWAY.
 AI5173'TURN RIGHT AND GO EAST ON TAXIWAY (A) FOR 2.6 KM (1.60 MI) TO THE EAST
 AI5173'END OF THE TAXIWAY AND RUNWAY 9/27.  CROSS THE APPROACH END OF RUNWAY
 AI5173'9/27 ON TAXIWAY (V) FOR 0.37 KM (0.20 MI) TO A PAVED ROAD ON THE
 AI5173'RIGHT.  TURN RIGHT AND GO EAST ON PAVED AIRPORT ACCESS ROAD FOR 0.08
 AI5173'KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A ALUMINUM
 AI5173'SURVEY DISK STAMPED--MSCAA PRIMARY CONTROL PT 58, A/H 1998-- SET IN
 AI5173'THE TOP OF A ROUND CONCRETE POST.  IT IS 177.8 M (583.3 FT) EAST OF
 AI5173'THE RUNWAY 27 THRESHOLD, 128.7 M (422.2 FT) NORTH OF THE EXTENDED
 AI5173'CENTER LINE OF RUNWAY 9/27, 12.3 FEET (3.7 M) SOUTH OF THE CENTER THE
 AI5173'PAVED ROAD AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2444 ***********************************************************************
 FB2444  DESIGNATION -  MT CAMMERER LOOKOUT TOWER
 FB2444  PID         -  FB2444
 FB2444  STATE/COUNTY-  TN/COCKE
 FB2444  USGS QUAD   -  HARTFORD (1968)
 FB2444
 FB2444                         *CURRENT SURVEY CONTROL
 FB2444  ___________________________________________________________________
 FB2444* NAD 83(1995)-  35 45 48.71734(N)    083 09 40.75456(W)     ADJUSTED  
 FB2444* NAVD 88     -      1503.1    (meters)    4931.     (feet)  VERTCON   
 FB2444  ___________________________________________________________________
 FB2444  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 FB2444  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FB2444
 FB2444  HORZ ORDER  -  THIRD
 FB2444
 FB2444.The horizontal coordinates were established by classical geodetic methods
 FB2444.and adjusted by the National Geodetic Survey in April 1999..
 FB2444
 FB2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2444
 FB2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2444
 FB2444.The geoid height was determined by GEOID03.
 FB2444
 FB2444;                    North         East     Units Scale Factor Converg.
 FB2444;SPC TN       -   162,401.579   856,658.655   MT  0.99994916   +1 39 42.8
 FB2444;SPC TN       -   532,812.51  2,810,554.27   sFT  0.99994916   +1 39 42.8
 FB2444;UTM  17      - 3,959,875.692   304,610.623   MT  1.00007046   -1 15 48.8
 FB2444
 FB2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2444!SPC TN       -   0.99976878  x   0.99994916  =   0.99971795
 FB2444!UTM  17      -   0.99976878  x   1.00007046  =   0.99983922
 FB2444
 FB2444                          SUPERSEDED SURVEY CONTROL
 FB2444
 FB2444  NAD 83(1995)-  35 45 48.72234(N)    083 09 40.75967(W) AD(       ) 4
 FB2444  NAD 83(1986)-  35 45 48.72799(N)    083 09 40.75500(W) AD(       ) 4
 FB2444  NAD 27      -  35 45 48.37500(N)    083 09 41.21300(W) AD(       ) 3
 FB2444  NGVD 29 (07/19/86) 1503.2    (m)         4932.     (f) VERT ANG       
 FB2444
 FB2444.Superseded values are not recommended for survey control.
 FB2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2444.See file dsdata.txt to determine how the superseded data were derived.
 FB2444
 FB2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0461159876(NAD 83)
 FB2444_MARKER: 57 = LOOKOUT TOWER
 FB2444
 FB2444  HISTORY     - Date     Condition        Report By
 FB2444  HISTORY     - 1961     FIRST OBSERVED   CGS
 FB2444
 FB2444                          STATION DESCRIPTION
 FB2444
 FB2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 FB2444'THE STATION IS LOCATED IN THE EASTERN SECTION OF THE SMOKY MOUNTAIN
 FB2444'NATIONAL PARK. IT IS ABOUT 6 MILES SOUTHEAST OF COSBY, 4 MILES
 FB2444'SOUTH OF HARTFORD AND ON THE TOP OF MOUNT CAMMERER.
 FB2444'
 FB2444'THE STATION IS A ROUND BALL AT THE TOP AND CENTER OF A STONE, WOOD
 FB2444'AND GLASS BUILDING. THE BUILDING IS ABOUT 20 FEET HIGH AND
 FB2444'CIRCULAR IN SHAPE WITH A CONICAL ROOF.
 FB2444'
 FB2444'THE STATION IS AT THE SITE OF TRIANGULATION STATION CAMMERER.  FOR A
 FB2444'TO REACH SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2535 ***********************************************************************
 FE2535  DESIGNATION -  MT CARMEL
 FE2535  PID         -  FE2535
 FE2535  STATE/COUNTY-  TN/TIPTON
 FE2535  USGS QUAD   -  BRIGHTON (1981)
 FE2535
 FE2535                         *CURRENT SURVEY CONTROL
 FE2535  ___________________________________________________________________
 FE2535* NAD 83(1995)-  35 29 48.25514(N)    089 38 52.17798(W)     ADJUSTED  
 FE2535* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 FE2535  ___________________________________________________________________
 FE2535  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FE2535  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FE2535
 FE2535  HORZ ORDER  -  SECOND
 FE2535
 FE2535.The horizontal coordinates were established by classical geodetic methods
 FE2535.and adjusted by the National Geodetic Survey in April 1999..
 FE2535
 FE2535.The orthometric height was scaled from a topographic map.
 FE2535
 FE2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2535
 FE2535.The geoid height was determined by GEOID03.
 FE2535
 FE2535;                    North         East     Units Scale Factor Converg.
 FE2535;SPC TN       -   135,246.275   269,109.479   MT  0.99996563   -2 08 08.1
 FE2535;SPC TN       -   443,720.49    882,903.35   sFT  0.99996563   -2 08 08.1
 FE2535;UTM  16      - 3,931,355.446   259,822.557   MT  1.00031093   -1 32 17.6
 FE2535
 FE2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2535!SPC TN       -   0.99998403  x   0.99996563  =   0.99994966
 FE2535!UTM  16      -   0.99998403  x   1.00031093  =   1.00029495
 FE2535
 FE2535:                Primary Azimuth Mark                     Grid Az
 FE2535:SPC TN       -  COVINGTON MUNICIPAL TANK                 002 51 41.7
 FE2535:UTM  16      -  COVINGTON MUNICIPAL TANK                 002 15 51.2
 FE2535
 FE2535|---------------------------------------------------------------------|
 FE2535| PID    Reference Object                     Distance      Geod. Az  |
 FE2535|                                                           dddmmss.s |
 FE2535| FE2643 COVINGTON MUNICIPAL TANK            APPROX. 7.6 KM 0004333.6 |
 FE2535| FE2640 COVINGTON FED COMP WHSE N TANK      APPROX. 8.3 KM 0044639.3 |
 FE2535| FE2641 COVINGTON FED COMP WHSE S TANK      APPROX. 7.6 KM 0050054.6 |
 FE2535| CG4626 MT CARMEL RM 1                       26.239 METERS 03827     |
 FE2535| FE2638 TENN GAS TRANSM MAST KIC 806        APPROX. 6.7 KM 0631745.2 |
 FE2535| CG4625 MT CARMEL AZ MK                                    1862837.0 |
 FE2535| CG4627 MT CARMEL RM 2                       24.548 METERS 26854     |
 FE2535|---------------------------------------------------------------------|
 FE2535
 FE2535                          SUPERSEDED SURVEY CONTROL
 FE2535
 FE2535  NAD 83(1995)-  35 29 48.26225(N)    089 38 52.17885(W) AD(       ) 2
 FE2535  NAD 83(1986)-  35 29 48.26688(N)    089 38 52.17912(W) AD(       ) 2
 FE2535  NAD 27      -  35 29 47.97130(N)    089 38 51.89770(W) AD(       ) 2
 FE2535
 FE2535.Superseded values are not recommended for survey control.
 FE2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2535.See file dsdata.txt to determine how the superseded data were derived.
 FE2535
 FE2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5982331355(NAD 83)
 FE2535_MARKER: DS = TRIANGULATION STATION DISK
 FE2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2535
 FE2535  HISTORY     - Date     Condition        Report By
 FE2535  HISTORY     - 1958     MONUMENTED       CGS
 FE2535
 FE2535                          STATION DESCRIPTION
 FE2535
 FE2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2535'THE STATION IS ABOUT 4 MILES EAST OF BRIGHTON, ABOUT 4 MILES SOUTH OF
 FE2535'COVINGTON AND ON PROPERTY OWNED BY THE MT. CARMEL PRESBYTERIAN
 FE2535'CHURCH.  IT IS 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 FE2535'HOUSE, 58 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, 36 FEET
 FE2535'SOUTHEAST OF A 36 INCH MAPLE TREE AND 24 FEET NORTH OF THE CENTERLINE
 FE2535'OF A DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MT
 FE2535'CARMEL 1958.
 FE2535'
 FE2535'TO REACH THE STATION FROM THE COVINGTON HIGH SCHOOL IN COVINGTON, GO
 FE2535'SOUTH ON COLLEGE STREET FOR 4.2 MILES TO THE MT.  CARMEL
 FE2535'PRESBYTERIAN CHURCH AND THE STATION ON THE LEFT AS DESCRIBED.
 FE2535'
 FE2535'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON THE
 FE2535'PAVED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FE2535'DESCRIBED.
 FE2535'
 FE2535'REFERENCE MARK 1 IS 64 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2535'CHURCH AND 16 FEET NORTH OF A 20 INCH CEDAR TREE.  THE MONUMENT IS
 FE2535'FLUSH AND THE DISK IS STAMPED MT CARMEL NO 1 1958.
 FE2535'
 FE2535'REFERENCE MARK 2 IS 60 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FE2535'CHURCH AND 12 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY.
 FE2535'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MT CARMEL NO 2 1958.
 FE2535'
 FE2535'THE AZIMUTH MARK IS 59 FEET SOUTHWEST OF THE INTERSECTION OF A
 FE2535'GRAVELED SIDE ROAD EAST AND THE PAVED ROAD SOUTH, 23 FEET WEST OF THE
 FE2535'CENTERLINE OF THE PAVED ROAD, 1 FOOT NORTH OF A WHITE WITNESS POST
 FE2535'AND 1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2535'STAMPED MT CARMEL 1958.
 FE2535'
 FE2535'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2415 ***********************************************************************
 GC2415  DESIGNATION -  MT DENSON
 GC2415  PID         -  GC2415
 GC2415  STATE/COUNTY-  TN/ROBERTSON
 GC2415  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC2415
 GC2415                         *CURRENT SURVEY CONTROL
 GC2415  ___________________________________________________________________
 GC2415* NAD 83(1995)-  36 32 34.07849(N)    086 53 21.71171(W)     ADJUSTED  
 GC2415* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 GC2415  ___________________________________________________________________
 GC2415  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GC2415  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GC2415
 GC2415  HORZ ORDER  -  THIRD
 GC2415
 GC2415.The horizontal coordinates were established by classical geodetic methods
 GC2415.and adjusted by the National Geodetic Survey in April 1999..
 GC2415
 GC2415.The orthometric height was scaled from a topographic map.
 GC2415
 GC2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2415
 GC2415.The geoid height was determined by GEOID03.
 GC2415
 GC2415;                    North         East     Units Scale Factor Converg.
 GC2415;SPC TN       -   245,507.392   520,363.862   MT  1.00002480   -0 31 14.4
 GC2415;SPC TN       -   805,468.84  1,707,227.10   sFT  1.00002480   -0 31 14.4
 GC2415;UTM  16      - 4,044,161.289   509,902.550   MT  0.99960121   +0 03 57.2
 GC2415
 GC2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2415!SPC TN       -   0.99996998  x   1.00002480  =   0.99999478
 GC2415!UTM  16      -   0.99996998  x   0.99960121  =   0.99957120
 GC2415
 GC2415|---------------------------------------------------------------------|
 GC2415| PID    Reference Object                     Distance      Geod. Az  |
 GC2415|                                                           dddmmss.s |
 GC2415| CG6143 MT DENSON RM 1                       28.663 METERS 03414     |
 GC2415| CG6144 MT DENSON RM 2                       28.195 METERS 11144     |
 GC2415| GC2416 SPRINGFIELD N MUNICIPAL TANK        APPROX. 4.2 KM 1670850.0 |
 GC2415| GC2418 SPRINGFIELD S MUNICIPAL TANK        APPROX. 4.7 KM 1804602.6 |
 GC2415| CG6142 MT DENSON AZ MK                                    1991813.3 |
 GC2415|---------------------------------------------------------------------|
 GC2415
 GC2415                          SUPERSEDED SURVEY CONTROL
 GC2415
 GC2415  NAD 83(1995)-  36 32 34.08044(N)    086 53 21.71421(W) AD(       ) 3
 GC2415  NAD 83(1995)-  36 32 34.08020(N)    086 53 21.71592(W) AD(       ) 3
 GC2415  NAD 83(1986)-  36 32 34.08787(N)    086 53 21.71621(W) AD(       ) 3
 GC2415  NAD 27      -  36 32 33.93300(N)    086 53 21.72500(W) AD(       ) 3
 GC2415
 GC2415.Superseded values are not recommended for survey control.
 GC2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2415.See file dsdata.txt to determine how the superseded data were derived.
 GC2415
 GC2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF0990344161(NAD 83)
 GC2415_MARKER: DS = TRIANGULATION STATION DISK
 GC2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2415
 GC2415  HISTORY     - Date     Condition        Report By
 GC2415  HISTORY     - 1953     MONUMENTED       CGS
 GC2415
 GC2415                          STATION DESCRIPTION
 GC2415
 GC2415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2415'STATION IS LOCATED 2.5 MILES NORTH OF SPRINGFIELD ON THE GROUNDS OF
 GC2415'THE MT. DENSON COLUMBIA PRESBYTERIAN CHURCH.  IT IS 106 FEET
 GC2415'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 29 FEET WEST OF THE
 GC2415'CENTER OF A GRAVEL ROAD, 22 FEET SOUTHWEST OF THE SOUTHWEST
 GC2415'CORNER OF A BUILDING AND 12 FEET EAST OF A FENCE LINE AND WHITE
 GC2415'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT.
 GC2415'DENSON 1953.
 GC2415'
 GC2415'REFERENCE MARK NO. 1 IS 43 FEET NORTHWEST OF THE CENTER OF THE GRAVEL
 GC2415'ROAD AND 12 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GC2415'CHURCH.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT. DENSON NO. 1
 GC2415'1953.
 GC2415'
 GC2415'REFERENCE MARK NO. 2 IS 68 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 GC2415'A HOUSE AND 52 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 GC2415'HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT. DENSON NO. 2
 GC2415'1953.
 GC2415'
 GC2415'AZIMUTH MARK IS 10 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 6
 GC2415'FEET WEST OF A 24 INCH OAK TREE AND 2 FEET EAST OF A WHITE
 GC2415'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT. DENSON
 GC2415'1953.
 GC2415'
 GC2415'TO REACH THE STATION FROM THE ROBERTSON COUNTY COURTHOUSE IN
 GC2415'SPRINGFIELD, GO NORTH ON U.S. HIGHWAY 41 FOR 2.8 MILES TO A GRAVEL
 GC2415'T-ROAD LEFT AT THE MT. DENSON COLUMBIA PRESBYTERIAN CHURCH AND THE
 GC2415'STATION AS DESCRIBED.  TURN LEFT ON GRAVEL ROAD AND GO 0.2 MILE TO
 GC2415'THE AZIMUTH MARK AS DESCRIBED.
 GC2415'
 GC2415'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2297 ***********************************************************************
 FE2297  DESIGNATION -  MT GILEAD LOT WT 14
 FE2297  PID         -  FE2297
 FE2297  STATE/COUNTY-  TN/HENDERSON
 FE2297  USGS QUAD   -  CEDAR GROVE (1983)
 FE2297
 FE2297                         *CURRENT SURVEY CONTROL
 FE2297  ___________________________________________________________________
 FE2297* NAD 83(1995)-  35 46 48.60109(N)    088 32 12.85283(W)     ADJUSTED  
 FE2297* NAVD 88     -                                                        
 FE2297  ___________________________________________________________________
 FE2297  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FE2297  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE2297
 FE2297  HORZ ORDER  -  THIRD
 FE2297
 FE2297.The horizontal coordinates were established by classical geodetic methods
 FE2297.and adjusted by the National Geodetic Survey in April 1999..
 FE2297
 FE2297
 FE2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2297
 FE2297.The geoid height was determined by GEOID03.
 FE2297
 FE2297;                    North         East     Units Scale Factor Converg.
 FE2297;SPC TN       -   163,497.178   370,667.700   MT  0.99994884   -1 29 06.7
 FE2297;SPC TN       -   536,406.99  1,216,098.95   sFT  0.99994884   -1 29 06.7
 FE2297;UTM  16      - 3,960,655.617   361,093.806   MT  0.99983776   -0 53 55.4
 FE2297
 FE2297                          SUPERSEDED SURVEY CONTROL
 FE2297
 FE2297  NAD 83(1995)-  35 46 48.60464(N)    088 32 12.85901(W) AD(       ) 4
 FE2297  NAD 83(1986)-  35 46 48.61218(N)    088 32 12.85366(W) AD(       ) 4
 FE2297  NAD 27      -  35 46 48.37400(N)    088 32 12.66500(W) AD(       ) 3
 FE2297
 FE2297.Superseded values are not recommended for survey control.
 FE2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2297.See file dsdata.txt to determine how the superseded data were derived.
 FE2297
 FE2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE6109460656(NAD 83)
 FE2297_MARKER: 57 = LOOKOUT TOWER
 FE2297
 FE2297  HISTORY     - Date     Condition        Report By
 FE2297  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2297
 FE2297                          STATION DESCRIPTION
 FE2297
 FE2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2297'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF CEDAR GROVE. THE
 FE2297'STATION IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED CAB,
 FE2297'COLORED GRAY AND IS ABOUT 100 FEET IN OVERALL HEIGHT. THE TOP AND
 FE2297'CENTER WAS THE POINT INTERSECTED.
 FE2297'
 FE2297'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70 AND
 FE2297'STATE HIGHWAY NO. 104 IN CEDAR GROVE, GO SOUTHEAST ON STATE
 FE2297'HIGHWAY NO. 104 FOR 5.0 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 FE2297'AND GO WESTERLY FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 FE2297'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1811 ***********************************************************************
 FC1811  DESIGNATION -  MT ROOSEVELT TNGS LOT NC 1
 FC1811  PID         -  FC1811
 FC1811  STATE/COUNTY-  TN/ROANE
 FC1811  USGS QUAD   -  ROCKWOOD (1980)
 FC1811
 FC1811                         *CURRENT SURVEY CONTROL
 FC1811  ___________________________________________________________________
 FC1811* NAD 83(1995)-  35 51 59.46550(N)    084 42 51.55254(W)     ADJUSTED  
 FC1811* NAVD 88     -       618.     (meters)    2028.     (feet)  SCALED    
 FC1811  ___________________________________________________________________
 FC1811  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 FC1811  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FC1811
 FC1811  HORZ ORDER  -  THIRD
 FC1811
 FC1811.The horizontal coordinates were established by classical geodetic methods
 FC1811.and adjusted by the National Geodetic Survey in April 1999..
 FC1811
 FC1811.The orthometric height was scaled from a topographic map.
 FC1811
 FC1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1811
 FC1811.The geoid height was determined by GEOID03.
 FC1811
 FC1811;                    North         East     Units Scale Factor Converg.
 FC1811;SPC TN       -   170,867.995   716,107.359   MT  0.99994856   +0 45 09.7
 FC1811;SPC TN       -   560,589.41  2,349,428.89   sFT  0.99994856   +0 45 09.7
 FC1811;UTM  16      - 3,971,555.993   706,366.790   MT  1.00012480   +1 20 22.7
 FC1811
 FC1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1811!SPC TN       -   0.99990771  x   0.99994856  =   0.99985627
 FC1811!UTM  16      -   0.99990771  x   1.00012480  =   1.00003250
 FC1811
 FC1811                          SUPERSEDED SURVEY CONTROL
 FC1811
 FC1811  NAD 83(1995)-  35 51 59.47212(N)    084 42 51.55254(W) AD(       ) 4
 FC1811  NAD 83(1986)-  35 51 59.47777(N)    084 42 51.55049(W) AD(       ) 4
 FC1811  NAD 27      -  35 51 59.21400(N)    084 42 51.76700(W) AD(       ) 3
 FC1811
 FC1811.Superseded values are not recommended for survey control.
 FC1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1811.See file dsdata.txt to determine how the superseded data were derived.
 FC1811
 FC1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE0636771556(NAD 83)
 FC1811_MARKER: 57 = LOOKOUT TOWER
 FC1811
 FC1811  HISTORY     - Date     Condition        Report By
 FC1811  HISTORY     - 1960     FIRST OBSERVED   TNGS
 FC1811
 FC1811                          STATION DESCRIPTION
 FC1811
 FC1811'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1960
 FC1811'TO REACH THE STATION FROM THE POST OFFICE IN ROCKWOOD, GO NORTHWEST
 FC1811'ON ROCKWOOD STREET FOR 0.6 OF A MILE TO SPRING STREET ON THE
 FC1811'RIGHT.  TURN RIGHT ON SPRING STREET AND GO EAST-NORTHEAST FOR 0.65 OF
 FC1811'A MILE TO A RAILROAD CROSSING, CONTINUE ABOUT 0.1 OF A MILE TO
 FC1811'COUNTY ROUTE 2590 SHARP LEFT.  HERE TURN SHARP LEFT AND FOLLOW
 FC1811'WINDING COUNTY ROUTE 2590 IN A GENERAL NORTHERLY DIRECTION FOR 2.0
 FC1811'MILES TO WHERE COUNTY ROUTE 2590 BEARS LEFT AND A GRAVELED ROAD
 FC1811'CONTINUES AHEAD JUST AFTER PASSING UNDER INTERSTATE ROUTE 40.  HERE
 FC1811'CONTINUE AHEAD ON GRAVELED AND GRADED SWITCH-BACK ROAD IN A GENERAL
 FC1811'EASTERLY DIRECTION FOR 0.8 OF A MILE TO TOP OF NARROW, ROCKY RIDGE AT
 FC1811'EDGE OF ROCK BLUFF WHERE LARGE POWER TRANSMISSION LINES BREAK SHARP
 FC1811'INTO THE VALLEY AND THE STATION NEAR A LARGE STEEL TOWER
 FC1811'
 FC1811'SET UNDER THE CENTER OF THE T.S.F.S.L.O.T.
 FC1811'NO. NC 1.  THE TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS
 FC1811'ENCLOSED CAB, COLORED GRAY AND THE OVER-ALL HEIGHT IS 60 FEET.  THE
 FC1811'MARK IS A STANDARD TENN. GEOD. S. MARK SET IN A CONCRETE POST,
 FC1811'PROJECTS 15 INCHES, AND BEARS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1436 ***********************************************************************
 GC1436  DESIGNATION -  MT SINAI
 GC1436  PID         -  GC1436
 GC1436  STATE/COUNTY-  TN/DICKSON
 GC1436  USGS QUAD   -  DICKSON (1986)
 GC1436
 GC1436                         *CURRENT SURVEY CONTROL
 GC1436  ___________________________________________________________________
 GC1436* NAD 83(1995)-  36 00 17.18659(N)    087 24 17.99967(W)     ADJUSTED  
 GC1436* NAVD 88     -       251.325  (meters)     824.56   (feet)  ADJUSTED  
 GC1436  ___________________________________________________________________
 GC1436  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GC1436  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1436  DYNAMIC HT  -         251.104 (meters)     823.83  (feet)  COMP
 GC1436  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 GC1436
 GC1436  HORZ ORDER  -  THIRD
 GC1436  VERT ORDER  -  SECOND    CLASS 0
 GC1436
 GC1436.The horizontal coordinates were established by classical geodetic methods
 GC1436.and adjusted by the National Geodetic Survey in April 1999..
 GC1436
 GC1436.The orthometric height was determined by differential leveling
 GC1436.and adjusted by the National Geodetic Survey in June 1991..
 GC1436
 GC1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1436
 GC1436.The geoid height was determined by GEOID03.
 GC1436
 GC1436.The dynamic height is computed by dividing the NAVD 88
 GC1436.geopotential number by the normal gravity value computed on the
 GC1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1436.degrees latitude (g = 980.6199 gals.).
 GC1436
 GC1436.The modeled gravity was interpolated from observed gravity values.
 GC1436
 GC1436;                    North         East     Units Scale Factor Converg.
 GC1436;SPC TN       -   186,354.343   473,337.989   MT  0.99995282   -0 49 21.2
 GC1436;SPC TN       -   611,397.54  1,552,943.05   sFT  0.99995282   -0 49 21.2
 GC1436;UTM  16      - 3,984,553.799   463,500.427   MT  0.99961641   -0 14 17.1
 GC1436
 GC1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1436!SPC TN       -   0.99996505  x   0.99995282  =   0.99991788
 GC1436!UTM  16      -   0.99996505  x   0.99961641  =   0.99958148
 GC1436
 GC1436:                Primary Azimuth Mark                     Grid Az
 GC1436:SPC TN       -  DICKSON MUNICIPAL TANK                   009 15 16.9
 GC1436:UTM  16      -  DICKSON MUNICIPAL TANK                   008 40 12.8
 GC1436
 GC1436|---------------------------------------------------------------------|
 GC1436| PID    Reference Object                     Distance      Geod. Az  |
 GC1436|                                                           dddmmss.s |
 GC1436| GC2562 DICKSON MUNICIPAL TANK              APPROX. 7.8 KM 0082555.7 |
 GC1436| GC1439 MT SINAI AZ MK                                     0580224.0 |
 GC1436| GC1438 MT SINAI RM 2                        26.039 METERS 17111     |
 GC1436| GC1437 MT SINAI RM 1                        25.893 METERS 34652     |
 GC1436|---------------------------------------------------------------------|
 GC1436
 GC1436                          SUPERSEDED SURVEY CONTROL
 GC1436
 GC1436  NAD 83(1995)-  36 00 17.18878(N)    087 24 18.00314(W) AD(       ) 3
 GC1436  NAD 83(1995)-  36 00 17.18895(N)    087 24 18.00329(W) AD(       ) 3
 GC1436  NAD 83(1986)-  36 00 17.19698(N)    087 24 18.00215(W) AD(       ) 3
 GC1436  NAD 27      -  36 00 16.97200(N)    087 24 17.95900(W) AD(       ) 3
 GC1436  NGVD 29 (??/??/92)  251.318  (m)          824.53   (f) ADJ UNCH    2 0
 GC1436
 GC1436.Superseded values are not recommended for survey control.
 GC1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1436.See file dsdata.txt to determine how the superseded data were derived.
 GC1436
 GC1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE6350084554(NAD 83)
 GC1436_MARKER: DS = TRIANGULATION STATION DISK
 GC1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1436_STAMPING: MT SINAI 1953
 GC1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1436+STABILITY: SURFACE MOTION
 GC1436
 GC1436  HISTORY     - Date     Condition        Report By
 GC1436  HISTORY     - 1953     MONUMENTED       CGS
 GC1436  HISTORY     - 1959     GOOD             CGS
 GC1436  HISTORY     - 1959     GOOD             NGS
 GC1436
 GC1436                          STATION DESCRIPTION
 GC1436
 GC1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC1436'STATION IS LOCATED 5 MILES SOUTH OF DICKSON AND 0.15 MILE SOUTH OF
 GC1436'THE MT. SINAI SCHOOL AND COMMUNITY CENTER AND ON PROPERTY OWNED
 GC1436'BY J.A. MOORE.  IT IS 49 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 11
 GC1436'FEET WEST OF A WHITE WITNESS POST AND 3 FEET NORTH OF A FENCE LINE.
 GC1436'THE MARK IS FLUSH AND THE DISK IS STAMPED MT SINAI 1953.
 GC1436'
 GC1436'REFERENCE MARK NO. 1 IS 85 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GC1436'AND 20 FEET EAST OF THE CENTER OF A WOODS ROAD.  THE MARK PROJECTS
 GC1436'2 INCHES AND THE DISK IS STAMPED MT SINAI NO 1 1953.
 GC1436'
 GC1436'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GC1436'AND 2 FEET NORTH OF A RAIL FENCE.  THE MARK IS FLUSH AND THE DISK
 GC1436'IS STAMPED MT SINAI NO 2 1953.
 GC1436'
 GC1436'AZIMUTH MARK IS 19 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 GC1436'SOUTH OF A FENCE LINE AND 2 FEET WEST OF A WHITE WITNESS POST.
 GC1436'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MT SINAI 1953.
 GC1436'
 GC1436'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND
 GC1436'STATE HIGHWAY 48, IN DICKSON, GO SOUTH ON HIGHWAY 48 FOR 1.0 MILE
 GC1436'TO A SMALL CONCRETE BRIDGE AND A PAVED ROAD LEFT.  TURN LEFT AND GO
 GC1436'4.9 MILES TO A CROSSROAD (*) AT THE MT. SINAI SCHOOL AND COMMUNITY
 GC1436'CENTER.  CONTINUE FOR 0.15 MILE TO THE STATION ON THE RIGHT AS
 GC1436'DESCRIBED.
 GC1436'
 GC1436'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO 0.15
 GC1436'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC1436'
 GC1436'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC1436
 GC1436                          STATION RECOVERY (1959)
 GC1436
 GC1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1436'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 GC1436'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC1436'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GC1436'
 GC1436'THE STATION IS LOCATED 5 MILES SOUTH OF DICKSON AND 0.15 MILE SOUTH
 GC1436'OF THE MT. SINAI SCHOOL.
 GC1436'
 GC1436'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND
 GC1436'STATE HIGHWAY 48 IN DICKSON, GO SOUTHERLY ON STATE HIGHWAY 48 FOR
 GC1436'1.0 MILE TO A SMALL CONCRETE BRIDGE AND A PAVED ROAD LEFT, TURN LEFT
 GC1436'AND GO 4.9 MILES TO A CROSSROAD (*) AT THE MT. SINAI SCHOOL,
 GC1436'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE
 GC1436'RIGHT AS DESCRIBED.
 GC1436'
 GC1436'THE STATION MARK IS A STANDARD STATION DISK STAMPED MT SINAI 1953.
 GC1436'THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST, WHICH IS
 GC1436'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET WEST OF THE
 GC1436'CENTER OF A GRAVELED ROAD, 11 FEET WEST OF WITNESS POST AND 3 FEET
 GC1436'NORTH OF A FENCE LINE.
 GC1436'
 GC1436'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED MT SINAI NO
 GC1436'1 1953.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND
 GC1436'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 92 FEET
 GC1436'WEST OF THE CENTER OF A GRAVELED ROAD AND 20 FEET EAST OF THE
 GC1436'CENTER OF A WOODS ROAD.
 GC1436'
 GC1436'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED MT SINAI NO
 GC1436'2 1953.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST,
 GC1436'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 22 FEET WEST OF
 GC1436'THE CENTER OF A GRAVELED ROAD AND 2 FEET WEST OF A FENCE LINE.
 GC1436'11A
 GC1436'
 GC1436'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED MT SINAI 1953.
 GC1436'THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST AND
 GC1436'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 19 FEET
 GC1436'NORTH OF THE CENTER OF A GRAVELED ROAD, 4 FEET SOUTH OF A FENCE
 GC1436'LINE AND 2 FEET WEST OF A WITNESS POST.
 GC1436'
 GC1436'TO REACH AZIMUTH MARK FROM CROSSROAD (*), TURN LEFT AND GO 0.15 MILE
 GC1436'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GC1436'
 GC1436'HEIGHT OF LIGHT ABOVE STATION MARK-30.4-METERS.
 GC1436
 GC1436                          STATION RECOVERY (1959)
 GC1436
 GC1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GC1436'5.1 MI W FROM TIDWELL.
 GC1436'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46
 GC1436'IN TIDWELL, GO WEST ON THE GRAVELED ROAD 2.7 MILES, THENCE 0.5
 GC1436'MILES SOUTH ON A GRAVELED ROAD, THENCE 1.8 MILES WEST ON A GRAVELED
 GC1436'ROAD TO THE MT. SINAI SCHOOL, THENCE 0.1 MILE SOUTH ON A GRAVELED
 GC1436'ROAD TO THE CREST OF A HILL, 49 FT. WEST OF THE CENTER OF THE
 GC1436'GRAVELED ROAD, 11 FT. WEST OF A WITNESS SIGN, AND 3 FT. NORTH
 GC1436'OF A FENCE, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH
 GC1436'WITH THE SURFACE OF THE GROUND, AND ABOUT 8 FT. ABOVE THE
 GC1436'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1439 ***********************************************************************
 GC1439  DESIGNATION -  MT SINAI AZ MK
 GC1439  PID         -  GC1439
 GC1439  STATE/COUNTY-  TN/DICKSON
 GC1439  USGS QUAD   -  DICKSON (1986)
 GC1439
 GC1439                         *CURRENT SURVEY CONTROL
 GC1439  ___________________________________________________________________
 GC1439* NAD 83(1986)-  36 00 23.     (N)    087 24 05.     (W)     SCALED    
 GC1439* NAVD 88     -       244.908  (meters)     803.50   (feet)  ADJUSTED  
 GC1439  ___________________________________________________________________
 GC1439  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1439  DYNAMIC HT  -         244.693 (meters)     802.80  (feet)  COMP
 GC1439  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 GC1439
 GC1439  VERT ORDER  -  SECOND    CLASS 0
 GC1439
 GC1439.The horizontal coordinates were scaled from a topographic map and have
 GC1439.an estimated accuracy of +/- 6 seconds.
 GC1439
 GC1439.The orthometric height was determined by differential leveling
 GC1439.and adjusted by the National Geodetic Survey in June 1991..
 GC1439
 GC1439.The geoid height was determined by GEOID03.
 GC1439
 GC1439.The dynamic height is computed by dividing the NAVD 88
 GC1439.geopotential number by the normal gravity value computed on the
 GC1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1439.degrees latitude (g = 980.6199 gals.).
 GC1439
 GC1439.The modeled gravity was interpolated from observed gravity values.
 GC1439
 GC1439;                    North         East    Units  Estimated Accuracy
 GC1439;SPC TN       -   186,530.      473,670.      MT  (+/- 180 meters Scaled)
 GC1439
 GC1439                          SUPERSEDED SURVEY CONTROL
 GC1439
 GC1439  NGVD 29 (??/??/92)  244.901  (m)          803.48   (f) ADJ UNCH    2 0
 GC1439
 GC1439.Superseded values are not recommended for survey control.
 GC1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1439.See file dsdata.txt to determine how the superseded data were derived.
 GC1439
 GC1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE638847(NAD 83)
 GC1439_MARKER: DZ = AZIMUTH MARK DISK
 GC1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1439_STAMPING: MT SINAI 1953
 GC1439_MARK LOGO: CGS   
 GC1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1439+STABILITY: SURFACE MOTION
 GC1439
 GC1439  HISTORY     - Date     Condition        Report By
 GC1439  HISTORY     - 1953     MONUMENTED       CGS
 GC1439  HISTORY     - 1959     GOOD             CGS
 GC1439
 GC1439                          STATION DESCRIPTION
 GC1439
 GC1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1439'4.6 MI W FROM TIDWELL.
 GC1439'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1439'TIDWELL, (A SMALL SETTLEMENT LOCATED ABOUT 3.8 MILES SOUTH OF
 GC1439'COLESBURG ON STATE HIGHWAY 46), GO WEST ON THE GRAVELED ROAD
 GC1439'2.7 MILES, THENCE 0.5 MILES SOUTH ON A GRAVELED ROAD, THENCE
 GC1439'1.6 MILES WEST ON A GRAVELED ROAD, 19 FT. NORTH OF THE CENTER OF
 GC1439'THE GRAVELED ROAD, 4 FT. SOUTH OF A FENCE, AND 2 FT. WEST OF A
 GC1439'WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 GC1439'3 INCHES AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1437 ***********************************************************************
 GC1437  DESIGNATION -  MT SINAI RM 1
 GC1437  PID         -  GC1437
 GC1437  STATE/COUNTY-  TN/DICKSON
 GC1437  USGS QUAD   -  DICKSON (1986)
 GC1437
 GC1437                         *CURRENT SURVEY CONTROL
 GC1437  ___________________________________________________________________
 GC1437* NAD 83(1986)-  36 00 16.     (N)    087 24 17.     (W)     SCALED    
 GC1437* NAVD 88     -       250.904  (meters)     823.17   (feet)  ADJUSTED  
 GC1437  ___________________________________________________________________
 GC1437  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1437  DYNAMIC HT  -         250.684 (meters)     822.45  (feet)  COMP
 GC1437  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 GC1437
 GC1437  VERT ORDER  -  SECOND    CLASS 0
 GC1437
 GC1437.The horizontal coordinates were scaled from a topographic map and have
 GC1437.an estimated accuracy of +/- 6 seconds.
 GC1437
 GC1437.The orthometric height was determined by differential leveling
 GC1437.and adjusted by the National Geodetic Survey in June 1991..
 GC1437
 GC1437.The geoid height was determined by GEOID03.
 GC1437
 GC1437.The dynamic height is computed by dividing the NAVD 88
 GC1437.geopotential number by the normal gravity value computed on the
 GC1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1437.degrees latitude (g = 980.6199 gals.).
 GC1437
 GC1437.The modeled gravity was interpolated from observed gravity values.
 GC1437
 GC1437;                    North         East    Units  Estimated Accuracy
 GC1437;SPC TN       -   186,320.      473,360.      MT  (+/- 180 meters Scaled)
 GC1437
 GC1437                          SUPERSEDED SURVEY CONTROL
 GC1437
 GC1437  NGVD 29 (??/??/92)  250.898  (m)          823.15   (f) ADJ UNCH    2 0
 GC1437
 GC1437.Superseded values are not recommended for survey control.
 GC1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1437.See file dsdata.txt to determine how the superseded data were derived.
 GC1437
 GC1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE635845(NAD 83)
 GC1437_MARKER: DR = REFERENCE MARK DISK
 GC1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1437_STAMPING: MT SINAI NO 1 1953
 GC1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1437+STABILITY: SURFACE MOTION
 GC1437
 GC1437  HISTORY     - Date     Condition        Report By
 GC1437  HISTORY     - 1953     MONUMENTED       CGS
 GC1437  HISTORY     - 1959     GOOD             NGS
 GC1437
 GC1437                          STATION DESCRIPTION
 GC1437
 GC1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1437'5.1 MI W FROM TIDWELL.
 GC1437'THIS MARK IS LOCATED AT THE MT SINAI 1953 STATION SITE, 84.9
 GC1437'FT. NORTH OF THE STATION MARK, 92 FT. WEST OF THE CENTER OF THE
 GC1437'GRAVELED ROAD, AND 20 FT. EAST OF THE CENTER OF A WOODS ROAD,
 GC1437'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, AND
 GC1437'ABOUT 10 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1438 ***********************************************************************
 GC1438  DESIGNATION -  MT SINAI RM 2
 GC1438  PID         -  GC1438
 GC1438  STATE/COUNTY-  TN/DICKSON
 GC1438  USGS QUAD   -  DICKSON (1986)
 GC1438
 GC1438                         *CURRENT SURVEY CONTROL
 GC1438  ___________________________________________________________________
 GC1438* NAD 83(1986)-  36 00 16.     (N)    087 24 17.     (W)     SCALED    
 GC1438* NAVD 88     -       251.229  (meters)     824.24   (feet)  ADJUSTED  
 GC1438  ___________________________________________________________________
 GC1438  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GC1438  DYNAMIC HT  -         251.009 (meters)     823.52  (feet)  COMP
 GC1438  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 GC1438
 GC1438  VERT ORDER  -  SECOND    CLASS 0
 GC1438
 GC1438.The horizontal coordinates were scaled from a topographic map and have
 GC1438.an estimated accuracy of +/- 6 seconds.
 GC1438
 GC1438.The orthometric height was determined by differential leveling
 GC1438.and adjusted by the National Geodetic Survey in June 1991..
 GC1438
 GC1438.The geoid height was determined by GEOID03.
 GC1438
 GC1438.The dynamic height is computed by dividing the NAVD 88
 GC1438.geopotential number by the normal gravity value computed on the
 GC1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1438.degrees latitude (g = 980.6199 gals.).
 GC1438
 GC1438.The modeled gravity was interpolated from observed gravity values.
 GC1438
 GC1438;                    North         East    Units  Estimated Accuracy
 GC1438;SPC TN       -   186,320.      473,360.      MT  (+/- 180 meters Scaled)
 GC1438
 GC1438                          SUPERSEDED SURVEY CONTROL
 GC1438
 GC1438  NGVD 29 (??/??/92)  251.222  (m)          824.22   (f) ADJ UNCH    2 0
 GC1438
 GC1438.Superseded values are not recommended for survey control.
 GC1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1438.See file dsdata.txt to determine how the superseded data were derived.
 GC1438
 GC1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE635845(NAD 83)
 GC1438_MARKER: DR = REFERENCE MARK DISK
 GC1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1438_STAMPING: MT SINAI NO 2 1953
 GC1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1438+STABILITY: SURFACE MOTION
 GC1438
 GC1438  HISTORY     - Date     Condition        Report By
 GC1438  HISTORY     - 1953     MONUMENTED       CGS
 GC1438  HISTORY     - 1959     GOOD             NGS
 GC1438
 GC1438                          STATION DESCRIPTION
 GC1438
 GC1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC1438'5.1 MI W FROM TIDWELL.
 GC1438'THIS MARK IS LOCATED AT THE MT SINAI 1953 STATION SITE, 85.4
 GC1438'FT. SOUTH OF THE STATION MARK, 22 FT. WEST OF THE CENTER OF THE
 GC1438'GRAVELED ROAD, AND 2 FT. WEST OF A FENCE, A DISK SET IN TOP
 GC1438'OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE GROUND, AND
 GC1438'ABOUT 4 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2411 ***********************************************************************
 GB2411  DESIGNATION -  MT UNION
 GB2411  PID         -  GB2411
 GB2411  STATE/COUNTY-  TN/JACKSON
 GB2411  USGS QUAD   -  DODSON BRANCH (1968)
 GB2411
 GB2411                         *CURRENT SURVEY CONTROL
 GB2411  ___________________________________________________________________
 GB2411* NAD 83(1995)-  36 16 17.32304(N)    085 31 29.97875(W)     ADJUSTED  
 GB2411* NAVD 88     -       330.2    (meters)    1083.     (feet)  VERTCON   
 GB2411  ___________________________________________________________________
 GB2411  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 GB2411  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 GB2411
 GB2411  HORZ ORDER  -  SECOND
 GB2411
 GB2411.The horizontal coordinates were established by classical geodetic methods
 GB2411.and adjusted by the National Geodetic Survey in April 1999..
 GB2411
 GB2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2411
 GB2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2411
 GB2411.The geoid height was determined by GEOID03.
 GB2411
 GB2411;                    North         East     Units Scale Factor Converg.
 GB2411;SPC TN       -   215,141.588   642,679.884   MT  0.99997747   +0 16 41.1
 GB2411;SPC TN       -   705,843.69  2,108,525.59   sFT  0.99997747   +0 16 41.1
 GB2411;UTM  16      - 4,015,069.114   632,486.079   MT  0.99981627   +0 52 21.9
 GB2411
 GB2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2411!SPC TN       -   0.99995287  x   0.99997747  =   0.99993034
 GB2411!UTM  16      -   0.99995287  x   0.99981627  =   0.99976915
 GB2411
 GB2411:                Primary Azimuth Mark                     Grid Az
 GB2411:SPC TN       -  MT UNION AZ MK                           003 02 48.5
 GB2411:UTM  16      -  MT UNION AZ MK                           002 27 07.7
 GB2411
 GB2411|---------------------------------------------------------------------|
 GB2411| PID    Reference Object                     Distance      Geod. Az  |
 GB2411|                                                           dddmmss.s |
 GB2411| CG6152 MT UNION AZ MK                                     0031929.6 |
 GB2411| CG6153 MT UNION RM 1                        23.552 METERS 06338     |
 GB2411| CG6154 MT UNION RM 2                        22.723 METERS 15325     |
 GB2411| GB2391 COOKEVILLE LARGE MUNICIPAL TK       APPROX.12.8 KM 1671221.1 |
 GB2411| GB2418 COOKEVILLE SMALL MUNICIPAL TK       APPROX.11.1 KM 1755054.5 |
 GB2411| GB2427 BAXTER MUNICIPAL TANK               APPROX.16.2 KM 2185127.1 |
 GB2411|---------------------------------------------------------------------|
 GB2411
 GB2411                          SUPERSEDED SURVEY CONTROL
 GB2411
 GB2411  NAD 83(1995)-  36 16 17.32513(N)    085 31 29.98064(W) AD(       ) 2
 GB2411  NAD 83(1995)-  36 16 17.32868(N)    085 31 29.98203(W) AD(       ) 2
 GB2411  NAD 83(1986)-  36 16 17.33464(N)    085 31 29.98115(W) AD(       ) 2
 GB2411  NAD 27      -  36 16 17.12000(N)    085 31 30.07300(W) AD(       ) 2
 GB2411  NGVD 29 (07/19/86)  330.3    (m)         1084.     (f) VERT ANG       
 GB2411
 GB2411.Superseded values are not recommended for survey control.
 GB2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2411.See file dsdata.txt to determine how the superseded data were derived.
 GB2411
 GB2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3248615069(NAD 83)
 GB2411_MARKER: DS = TRIANGULATION STATION DISK
 GB2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2411
 GB2411  HISTORY     - Date     Condition        Report By
 GB2411  HISTORY     - 1949     MONUMENTED       CGS
 GB2411  HISTORY     - 1966     GOOD             TNHD
 GB2411
 GB2411                          STATION DESCRIPTION
 GB2411
 GB2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 GB2411'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF BAXTER AND 8 MILES
 GB2411'NORTH OF COOKEVILLE NEAR THE MT. UNION METHODIST CHURCH. IT IS
 GB2411'52 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF CHURCH, 28 FEET NORTH OF
 GB2411'CENTER OF A DIRT ROAD AND 5 FEET NORTHEAST OF A WHITE WITNESS
 GB2411'POST. THE MARK IS ABOUT 2 INCHES UNDER THE SURFACE OF THE GROUND AND
 GB2411'THE DISK IS STAMPED MT UNION 1949.
 GB2411'
 GB2411'REFERENCE MARK NO. 1 IS 76 FEET NORTH OF CENTER OF DIRT ROAD. THE
 GB2411'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MT UNION NO 1
 GB2411'1949.
 GB2411'
 GB2411'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF CENTER OF DIRT ROAD. THE
 GB2411'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MT UNION NO 2
 GB2411'1949.
 GB2411'
 GB2411'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTH OF STATION, 21 FEET
 GB2411'NORTH OF CENTER OF GRAVEL ROAD AND 2 FEET EAST OF A WHITE WITNESS
 GB2411'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MT
 GB2411'UNION 1949.
 GB2411'
 GB2411'TO REACH STATION FROM THE PUTNAM COUNTY COURTHOUSE IN COOKEVILLE, GO
 GB2411'ALONG THE NORTH SIDE OF COURTHOUSE FOR 0.1 MILE TO WHERE STATE
 GB2411'HIGHWAY 135 GOES NORTH, TURN RIGHT AND GO NORTH ON HIGHWAY 135 FOR
 GB2411'8.0 MILES TO THE MT. UNION METHODIST CHURCH ON RIGHT AND STATION
 GB2411'AS DESCRIBED.
 GB2411'
 GB2411'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 135 FOR
 GB2411'0.6 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 GB2411'
 GB2411'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2411
 GB2411                          STATION RECOVERY (1966)
 GB2411
 GB2411'RECOVERY NOTE BY TN HIGHWAY DEPT 1966 (JAG)
 GB2411'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. A SLIGHT
 GB2411'DISCREPANCY WAS NOTED IN THE DISTANCE TO REFERENCE MARK NO. 1. DUE
 GB2411'TO MINOR CHANGES, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GB2411'
 GB2411'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF COOKEVILLE.
 GB2411'
 GB2411'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE PUTNAM COUNTY
 GB2411'COURT HOUSE IN COOKEVILLE, GO WESTERLY FOR 0.1 MILE TO STATE ROUTE
 GB2411'135 (DIXIE AVENUE), TURN RIGHT AND GO NORTHERLY ON STATE ROUTE 135
 GB2411'FOR 8.2 MILES TO THE MT UNION METHODIST CHURCH AND THE
 GB2411'STATION ON THE RIGHT.
 GB2411'
 GB2411'THE STATION IS 165 FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GB2411'135, 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 25
 GB2411'FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVE AT THE SOUTH EDGE OF
 GB2411'A SMALL PLOWED FIELD AND 21 FEET EAST OF A 24-INCH OAK TREE, THE
 GB2411'SURFACE MARK IS A STANDARD U.S.C. AND G.S. TRIANGULATION STATION DISK
 GB2411'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GB2411'THE DISK IS STAMPED MT UNION 1949.
 GB2411'
 GB2411'REFERENCE MARK NO. 1 IS 101 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GB2411'CHURCH, 58 FEET NORTH OF THE APPROXIMATE CENTER OF THE DRIVE, 50
 GB2411'FEET WEST OF A 12-INCH APPLE TREE AND 39 FEET SOUTHEAST OF A 16-INCH
 GB2411'OAK TREE. THE MARK IS A STANDARD U.S. C. AND G.S. REFERENCE MARK DISK
 GB2411'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GB2411'DISK IS STAMPED MT UNION NO 1 1949.
 GB2411'
 GB2411'REFERENCE MARK NO. 2 IS 41 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GB2411'THE DRIVE. 27 FEET EAST OF A WIRE FENCE, 17 FEET EAST OF A 10-INCH,
 GB2411'APPLE TREE AND IN A SMALL PASTURE. THE MARK IS A STANDARD U.S.C. AND
 GB2411'G.S. REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GB2411'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MT UNION NO 2 1949.
 GB2411'
 GB2411'THE AZIMUTH MARK IS 55 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 GB2411'GRAVELED DRIVE, 31 FEET NORTHEAST OF A UTILITY AND LIGHT POLE, 23
 GB2411'FEET EAST OF A 10-INCH, PINE TREE AND 22 FEET NORTHWEST OF THE
 GB2411'APPROXIMATE CENTER OF STATE ROUTE 135.  THE MARK IS A STANDARD
 GB2411'U.S.C. AND G.S. AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 GB2411'SQUARE, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS
 GB2411'STAMPED MT UNION 1949.
 GB2411'
 GB2411'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHERLY ON
 GB2411'STATE ROUTE 135 FOR 0.6 MILE TO A WHITE FRAME HOUSE OCCUPIED BY
 GB2411'ARTHUR ALLEN AND THE MARK ON THE LEFT.
 GB2411'
 GB2411'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 GB2411'
 GB2411'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GB2411'
 GB2411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 7 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2599 ***********************************************************************
 GC2599  DESIGNATION -  MT ZION
 GC2599  PID         -  GC2599
 GC2599  STATE/COUNTY-  TN/HUMPHREYS
 GC2599  USGS QUAD   -  WOOLWORTH (1973)
 GC2599
 GC2599                         *CURRENT SURVEY CONTROL
 GC2599  ___________________________________________________________________
 GC2599* NAD 83(1995)-  36 10 21.88048(N)    087 40 44.90276(W)     ADJUSTED  
 GC2599* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GC2599  ___________________________________________________________________
 GC2599  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GC2599  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GC2599
 GC2599  HORZ ORDER  -  SECOND
 GC2599
 GC2599.The horizontal coordinates were established by classical geodetic methods
 GC2599.and adjusted by the National Geodetic Survey in April 1999..
 GC2599
 GC2599.The orthometric height was scaled from a topographic map.
 GC2599
 GC2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2599
 GC2599.The geoid height was determined by GEOID03.
 GC2599
 GC2599;                    North         East     Units Scale Factor Converg.
 GC2599;SPC TN       -   205,378.353   448,946.020   MT  0.99996582   -0 58 58.9
 GC2599;SPC TN       -   673,812.15  1,472,917.07   sFT  0.99996582   -0 58 58.9
 GC2599;UTM  16      - 4,003,322.279   438,924.088   MT  0.99964596   -0 24 03.1
 GC2599
 GC2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2599!SPC TN       -   0.99996577  x   0.99996582  =   0.99993159
 GC2599!UTM  16      -   0.99996577  x   0.99964596  =   0.99961174
 GC2599
 GC2599|---------------------------------------------------------------------|
 GC2599| PID    Reference Object                     Distance      Geod. Az  |
 GC2599|                                                           dddmmss.s |
 GC2599| CG6157 MT ZION RM 2                         23.350 METERS 06411     |
 GC2599| CG6156 MT ZION RM 1                         21.310 METERS 15920     |
 GC2599| CG6155 MT ZION AZ MK                                      2734454.2 |
 GC2599|---------------------------------------------------------------------|
 GC2599
 GC2599                          SUPERSEDED SURVEY CONTROL
 GC2599
 GC2599  NAD 83(1995)-  36 10 21.88206(N)    087 40 44.90574(W) AD(       ) 2
 GC2599  NAD 83(1995)-  36 10 21.88343(N)    087 40 44.90726(W) AD(       ) 2
 GC2599  NAD 83(1986)-  36 10 21.89036(N)    087 40 44.90469(W) AD(       ) 2
 GC2599  NAD 27      -  36 10 21.67900(N)    087 40 44.83700(W) AD(       ) 2
 GC2599
 GC2599.Superseded values are not recommended for survey control.
 GC2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2599.See file dsdata.txt to determine how the superseded data were derived.
 GC2599
 GC2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF3892403322(NAD 83)
 GC2599_MARKER: DS = TRIANGULATION STATION DISK
 GC2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2599
 GC2599  HISTORY     - Date     Condition        Report By
 GC2599  HISTORY     - 1952     MONUMENTED       CGS
 GC2599  HISTORY     - 1972     GOOD             LOCENG
 GC2599  HISTORY     - 1975     GOOD             NGS
 GC2599
 GC2599                          STATION DESCRIPTION
 GC2599
 GC2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2599'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WAVERLY AND 5 MILES
 GC2599'NORTHWEST OF MC EWEN ON PROPERTY OWNED BY MAGIE KANE.  IT IS 10 FEET
 GC2599'WEST OF THE CENTER OF A FARM ROAD, 9 FEET SOUTH OF A WHITE WITNESS
 GC2599'POST AND IS IN A NORTH-SOUTH FENCE LINE. THE MARK PROJECTS ABOUT
 GC2599'4 INCHES AND THE DISK IS STAMPED MT. ZION 1952.
 GC2599'
 GC2599'REFERENCE MARK NO. 1 IS 14 FEET EAST OF THE CENTER OF THE FARM ROAD
 GC2599'AND 12 FEET SOUTHEAST OF A 6 INCH OAK TREE WITH A TRIANGLE BLAZE
 GC2599'ON THE NORTHWEST SIDE. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 GC2599'IS STAMPED MT. ZION NO. 1 1952.
 GC2599'
 GC2599'REFERENCE MARK NO. 2 IS IN A CLEARING 60 FEET EAST OF THE CENTER OF
 GC2599'THE FARM ROAD. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 GC2599'STAMPED MT. ZION NO. 2 1952.
 GC2599'
 GC2599'AZIMUTH MARK IS 150 FEET EAST OF THE NORTHEAST CORNER OF THE MT. ZION
 GC2599'PENTACOSTAL-HOLINESS CHURCH, 98 FEET NORTHEAST OF THE CENTER OF A
 GC2599'GRAVEL ROAD, 32 FEET NORTHEAST OF A 12 INCH OAK TREE AND 2 FEET NORTH
 GC2599'OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE
 GC2599'DISK IS STAMPED MT. ZION 1952.
 GC2599'
 GC2599'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 GC2599'HIGHWAY 13 AT THE NORTHEAST CORNER OF THE COURTHOUSE IN WAVERLY, GO
 GC2599'NORTHEAST ON HIGHWAY 13 FOR 8.4 MILES TO A GRAVEL CROSSROAD JUST
 GC2599'AFTER PASSING A CHURCH ON THE LEFT, TURN RIGHT ON GRAVEL ROAD FOR 0.6
 GC2599'MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD FOR 2.0 MILE TO
 GC2599'A REVERSE Y-FORK.  KEEP RIGHT ON GRAVEL ROAD FOR 0.3 MILE TO THE
 GC2599'MT. ZION CHURCH ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT AS
 GC2599'DESCRIBED, CONTINUE ON GRAVEL ROAD FOR 0.3 MILE TO A FARM HOUSE ON
 GC2599'THE LEFT, CONTINUE ON GRAVEL ROAD FOR 0.1 MILE TO A FARM ROAD ON THE
 GC2599'LEFT, TURN LEFT AND GO NORTH ON FARM ROAD KEEPING ON THE EAST SIDE OF
 GC2599'FENCE FOR 0.1 MILE TO THE TOP OF A SMALL HILL AND THE STATION ON THE
 GC2599'LEFT AS DESCRIBED.
 GC2599'
 GC2599'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GC2599
 GC2599                          STATION RECOVERY (1972)
 GC2599
 GC2599'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JEV)
 GC2599'MT. ZION STATION MARK RECOVERED IN GOOD CONDITION.
 GC2599'
 GC2599'MT. ZION 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2599'
 GC2599'SEE ORIGINAL DESCRIPTION.
 GC2599'
 GC2599'ADD TO DESCRIPTION.  18.8 FT. NORTH OF 10 INCH POST OAK.
 GC2599'18.6 FT. NORTH 60 WEST FROM 8 INCH HICKORY.
 GC2599'1/2 STEEL POST AND SIGN SET AT STATION.
 GC2599'
 GC2599'DISTANCE AND DIRECTION FROM NEAREST TOWN 8 MI. N. E. OF WAVERLY.
 GC2599'
 GC2599'R. M. NO 1 RECOVERED IN GOOD CONDITION.
 GC2599'
 GC2599'MT. ZION NO 1 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2599'
 GC2599'SEE ORIGINAL DESCRIPTION.
 GC2599'ADD--7.4 FT. N. W. OF 8 INCH POST OAK.
 GC2599'1/2 F. POST AND SIGN SET AT MARKER.
 GC2599'
 GC2599'R. M. NO 2 RECOVERED IN GOOD CONDITION.
 GC2599'
 GC2599'MT. ZION NO 2 1952 USC AND GS FOUND STAMPED ON THE POINT.
 GC2599'
 GC2599'SEE ORIGINAL DESCRIPTION.
 GC2599'
 GC2599'ADD--14.5 FT. N 35 E FROM 10 INCH WHITE OAK.
 GC2599'19.0 FT. S 65 E FROM 3 INCH CEDAR.
 GC2599'1/2 STEEL POST AND SIGN SET AT MARKER.
 GC2599'
 GC2599'MT. ZION, AZI NOT FOUND.  SEARCHED FOR BUT COULD NOT FIND ANY
 GC2599'EVIDENCE OF MARKER REF. FROM CENTERLINE ROAD AND N. W. COR OF CHURCH
 GC2599'HIT IN EDGE OF CULTIVATED FIELD.  WE USED WHAT WAS OLD PART OF
 GC2599'CHURCH.  NEW ADDITION HAS BEEN ADDED.
 GC2599'
 GC2599'DISTANCE AND DIRECTION FROM NEAREST TOWN 8.0 MI. N. E. OF WAVERLY.
 GC2599
 GC2599                          STATION RECOVERY (1975)
 GC2599
 GC2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2599'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GC2599'AZIMUTH MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 GC2599'DESCRIPTION IS GOOD WITH THE BELOW.
 GC2599'
 GC2599'THE STATION MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 GC2599'
 GC2599'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST.
 GC2599'
 GC2599'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST.
 GC2599'
 GC2599'THE AZIMUTH MARK IS 98 FEET NORTHWEST OF THE CENTERLINE OF GRAVELED
 GC2599'ROAD, 32 FEET NORTH OF A 12 INCH OAK TREE, 136 FEET SOUTHEAST OF THE
 GC2599'NORTHEAST CORNER OF BRICK CHURCH, 37 FEET NORTHEAST OF A 48 INCH
 GC2599'OAK TREE AND THE MONUMENT IS FLUSH WITH THE GROUND AND 1 FOOT SOUTH
 GC2599'OF A METAL WITNESS POST.
 GC2599'
 GC2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 GC2599'OF MCEWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0843 ***********************************************************************
 FE0843  DESIGNATION -  MUD
 FE0843  PID         -  FE0843
 FE0843  STATE/COUNTY-  TN/HAYWOOD
 FE0843  USGS QUAD   -  DENMARK (1981)
 FE0843
 FE0843                         *CURRENT SURVEY CONTROL
 FE0843  ___________________________________________________________________
 FE0843* NAD 83(1995)-  35 35 05.97792(N)    089 07 21.38019(W)     ADJUSTED  
 FE0843* NAVD 88     -       132.756  (meters)     435.55   (feet)  ADJUSTED  
 FE0843  ___________________________________________________________________
 FE0843  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FE0843  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0843  DYNAMIC HT  -         132.638 (meters)     435.16  (feet)  COMP
 FE0843  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FE0843
 FE0843  HORZ ORDER  -  SECOND
 FE0843  VERT ORDER  -  SECOND    CLASS 0
 FE0843
 FE0843.The horizontal coordinates were established by classical geodetic methods
 FE0843.and adjusted by the National Geodetic Survey in April 1999..
 FE0843
 FE0843.The orthometric height was determined by differential leveling
 FE0843.and adjusted by the National Geodetic Survey in June 1991..
 FE0843
 FE0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE0843
 FE0843.The geoid height was determined by GEOID03.
 FE0843
 FE0843.The dynamic height is computed by dividing the NAVD 88
 FE0843.geopotential number by the normal gravity value computed on the
 FE0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0843.degrees latitude (g = 980.6199 gals.).
 FE0843
 FE0843.The modeled gravity was interpolated from observed gravity values.
 FE0843
 FE0843;                    North         East     Units Scale Factor Converg.
 FE0843;SPC TN       -   143,385.019   317,046.608   MT  0.99995780   -1 49 41.2
 FE0843;SPC TN       -   470,422.35  1,040,177.08   sFT  0.99995780   -1 49 41.2
 FE0843;UTM  16      - 3,939,993.312   307,682.996   MT  1.00005579   -1 14 08.0
 FE0843
 FE0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE0843!SPC TN       -   0.99998356  x   0.99995780  =   0.99994136
 FE0843!UTM  16      -   0.99998356  x   1.00005579  =   1.00003935
 FE0843
 FE0843|---------------------------------------------------------------------|
 FE0843| PID    Reference Object                     Distance      Geod. Az  |
 FE0843|                                                           dddmmss.s |
 FE0843| FE0844 MUD RM 1                             10.377 METERS 09008     |
 FE0843| CG4628 MUD AZ MK                                          0961121.9 |
 FE0843| FE0842 MUD RM 2                              8.929 METERS 27434     |
 FE0843|---------------------------------------------------------------------|
 FE0843
 FE0843                          SUPERSEDED SURVEY CONTROL
 FE0843
 FE0843  NAD 83(1995)-  35 35 05.98329(N)    089 07 21.38340(W) AD(       ) 2
 FE0843  NAD 83(1986)-  35 35 05.98944(N)    089 07 21.38116(W) AD(       ) 2
 FE0843  NAD 27      -  35 35 05.71240(N)    089 07 21.14450(W) AD(       ) 2
 FE0843  NGVD 29 (??/??/??)  132.772  (m)          435.60   (f) ADJUSTED    2 0
 FE0843
 FE0843.Superseded values are not recommended for survey control.
 FE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0843.See file dsdata.txt to determine how the superseded data were derived.
 FE0843
 FE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE0768339993(NAD 83)
 FE0843_MARKER: DS = TRIANGULATION STATION DISK
 FE0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0843_STAMPING: MUD 1958
 FE0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0843+STABILITY: SURFACE MOTION
 FE0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0843+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 FE0843
 FE0843  HISTORY     - Date     Condition        Report By
 FE0843  HISTORY     - 1958     MONUMENTED       CGS
 FE0843  HISTORY     - 1959     GOOD             CGS
 FE0843  HISTORY     - 1959     GOOD             CGS
 FE0843  HISTORY     - 20020603 GOOD             USACE
 FE0843
 FE0843                          STATION DESCRIPTION
 FE0843
 FE0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE0843'THE STATION IS ABOUT 8 MILES EAST OF BROWNSVILLE, ON THE NORTH SIDE
 FE0843'OF U.S. HIGHWAY 70, ON THE ROAD RIGHT-OF-WAY AND IS 0.25 MILE
 FE0843'WEST OF THE UNION GROVE METHODIST CHURCH.  IT IS 47 FEET NORTH OF THE
 FE0843'CENTERLINE OF HIGHWAY 70, 2 FEET SOUTH OF A WIRE FENCE AND 5
 FE0843'FEET EAST SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 FE0843'AND THE DISK IS STAMPED MUD 1958.
 FE0843'
 FE0843'TO REACH THE STATION FROM THE EAST SIDE OF THE SQUARE IN BROWNSVILLE,
 FE0843'GO EAST ON U.S. HIGHWAY 70 FOR 3.1 MILES TO A SMALL CONCRETE
 FE0843'BRIDGE.  CONTINUE EAST ON HIGHWAY 70 FOR 4.7 MILES TO THE STATION ON
 FE0843'THE LEFT.
 FE0843'
 FE0843'TO REACH THE AZIMUTH MARK AND 39 (USGS) FROM THE STATION, GO EAST ON
 FE0843'HIGHWAY 70 FOR 0.25 MILE TO THE UNION GROVE METHODIST CHURCH
 FE0843'AND THE 39 (USGS) MARK ON THE RIGHT.  CONTINUE EAST ON HIGHWAY 70 FOR
 FE0843'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE0843'
 FE0843'REFERENCE MARK 1 IS 49 FEET NORTH OF THE CENTERLINE OF HIGHWAY 70, 33
 FE0843'FEET EAST OF THE WHITE WITNESS POST AND 1 FOOT SOUTH OF THE WIRE
 FE0843'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MUD NO 1 1958.
 FE0843'
 FE0843'REFERENCE MARK 2 IS 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY 70, 30
 FE0843'FEET WEST OF THE WHITE WITNESS POST AND 1 FOOT SOUTH OF THE WIRE
 FE0843'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MUD NO 2 1958.
 FE0843'
 FE0843'THE AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 70, 8
 FE0843'FEET SOUTHWEST OF A POWER LINE POLE, 2 FEET WEST OF A WHITE WITNESS
 FE0843'POST AND 6 INCHES NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3
 FE0843'INCHES AND THE DISK IS STAMPED MUD 1958.
 FE0843'
 FE0843'39 (USGS) BENCH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 FE0843'DISK STAMPED 39 RHP 1949 413 (FEET ELEVATION) SET IN THE TOP OF A 6
 FE0843'X 6 INCH CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 1 FOOT
 FE0843'SOUTHWEST OF THE SOUTHWEST CORNER OF THE UNION GROVE METHODIST
 FE0843'CHURCH AND 5 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 FE0843'
 FE0843'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE0843
 FE0843                          STATION RECOVERY (1959)
 FE0843
 FE0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE0843'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FE0843'GOOD CONDITION.  THE DESCRIPTION IS COMPLETELY ADEQUATE.
 FE0843
 FE0843                          STATION RECOVERY (1959)
 FE0843
 FE0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE0843'8.2 MI E FROM BROWNSVILLE.
 FE0843'8.2 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0843'BROWNSVILLE, 0.2 MILE WEST OF THE CENTER GROVE METHODIST CHURCH.
 FE0843'IT IS 47 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 2
 FE0843'FEET SOUTH OF A EAST-WEST WIRE FENCE, AND 5 FEET SOUTHEAST OF A
 FE0843'WHITE WOODEN WITNESS POST, WHICH IS FLUSH WITH THE GROUND.
 FE0843
 FE0843                          STATION RECOVERY (2002)
 FE0843
 FE0843'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2674 ***********************************************************************
 AJ2674  DESIGNATION -  MUD
 AJ2674  PID         -  AJ2674
 AJ2674  STATE/COUNTY-  TN/SHELBY
 AJ2674  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 AJ2674
 AJ2674                         *CURRENT SURVEY CONTROL
 AJ2674  ___________________________________________________________________
 AJ2674* NAD 83(1995)-  35 08 42.14572(N)    090 03 32.66540(W)     ADJUSTED  
 AJ2674* NAVD 88     -        70.49   (meters)     231.3    (feet)  LEVELING  
 AJ2674  ___________________________________________________________________
 AJ2674  X           -      -5,383.234 (meters)                     COMP
 AJ2674  Y           -  -5,221,213.284 (meters)                     COMP
 AJ2674  Z           -   3,651,061.129 (meters)                     COMP
 AJ2674  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AJ2674  ELLIP HEIGHT-          43.23  (meters)          (04/26/01) GPS OBS
 AJ2674  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ2674
 AJ2674  HORZ ORDER  -  FIRST
 AJ2674  VERT ORDER  -  THIRD ?
 AJ2674  ELLP ORDER  -  FOURTH    CLASS I
 AJ2674
 AJ2674.The horizontal coordinates were established by GPS observations
 AJ2674.and adjusted by the National Geodetic Survey in April 2001..
 AJ2674
 AJ2674.The orthometric height was determined by differential leveling.
 AJ2674.The vertical network tie was performed by a horz. field party for horz.
 AJ2674.obs reductions. Reset procedures were used to establish the elevation.
 AJ2674
 AJ2674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2674
 AJ2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2674
 AJ2674.The ellipsoidal height was determined by GPS observations
 AJ2674.and is referenced to NAD 83.
 AJ2674
 AJ2674.The geoid height was determined by GEOID03.
 AJ2674
 AJ2674;                    North         East     Units Scale Factor Converg.
 AJ2674;SPC TN       -    97,729.439   230,208.199   MT  1.00002018   -2 22 34.8
 AJ2674;SPC TN       -   320,634.00    755,274.73   sFT  1.00002018   -2 22 34.8
 AJ2674;UTM  15      - 3,893,088.057   767,929.986   MT  1.00048481   +1 41 38.2
 AJ2674;UTM  16      - 3,893,412.887   221,302.908   MT  1.00055736   -1 45 43.5
 AJ2674
 AJ2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2674!SPC TN       -   0.99999321  x   1.00002018  =   1.00001339
 AJ2674!UTM  15      -   0.99999321  x   1.00048481  =   1.00047802
 AJ2674!UTM  16      -   0.99999321  x   1.00055736  =   1.00055057
 AJ2674
 AJ2674                          SUPERSEDED SURVEY CONTROL
 AJ2674
 AJ2674.No superseded survey control is available for this station.
 AJ2674
 AJ2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6793093088(NAD 83)
 AJ2674_MARKER: DD = SURVEY DISK
 AJ2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2674_MARK LOGO: TN1620
 AJ2674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2674+STABILITY: SURFACE MOTION
 AJ2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2674+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 AJ2674
 AJ2674  HISTORY     - Date     Condition        Report By
 AJ2674  HISTORY     - 1998     MONUMENTED       TN1620
 AJ2674  HISTORY     - 20050818 GOOD             TN1620
 AJ2674
 AJ2674                          STATION DESCRIPTION
 AJ2674
 AJ2674'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1998 (DA)
 AJ2674'THE STATION IS LOCATED IN THE DOWNTOWN MEMPHIS AREA ON THE SOUTH END
 AJ2674'OF MUD ISLAND CITY PARK.
 AJ2674'TO REACH THE STATION FROM THE INTERSECTION OF AUCTION AVENUE AND FRONT
 AJ2674'STREET, PROCEED WEST ON AUCTION AVENUE ACROSS A.W.  WILLIS BRIDGE,
 AJ2674'CROSSING OVER WOLF RIVER HARBOR TO T-INTERSECTION, ISLAND DRIVE.  TURN
 AJ2674'LEFT AND CONTINUE SOUTH ON ISLAND DRIVE FOR 0.25 MILE (0.40 KM) TO
 AJ2674'GUARD SHACK AT ENTRANCE TO MUD ISLAND PARK, CONTINUE SOUTH INTO PARK
 AJ2674'FOLLOWING CONCRETE DRIVEWAY TO THE SOUTH SIDE OF VOLLEYBALL COURT.
 AJ2674'THE STATION IS ON THE RIGHT.
 AJ2674'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2674'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2674'THE GROUND.  THE STATION IS LOCATED JUST NORTH OF THE FLAG POLES ON
 AJ2674'THE SOUTH END OF MUD ISLAND, 109.50 FEET (33.38 M) SOUTHEAST OF WOOD
 AJ2674'LIGHT POLE NO.  127879, 135.70 FEET (41.36 M) NORTHWEST OF THE NORTH
 AJ2674'END OF AN ELECTRIC PANEL SET AT THE BACK OF A SIDEWALK, 74.30 FEET
 AJ2674'(22.65 M) SOUTHWEST OF THE SOUTHEAST CORNER OF VOLLEYBALL COURT, 39.00
 AJ2674'FEET (11.89 M) WEST OF THE WEST EDGE OF CONCRETE DRIVEWAY/SIDEWALK.
 AJ2674'THE CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AJ2674
 AJ2674                          STATION RECOVERY (2005)
 AJ2674
 AJ2674'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2005 (KG)
 AJ2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0844 ***********************************************************************
 FE0844  DESIGNATION -  MUD RM 1
 FE0844  PID         -  FE0844
 FE0844  STATE/COUNTY-  TN/HAYWOOD
 FE0844  USGS QUAD   -  DENMARK (1981)
 FE0844
 FE0844                         *CURRENT SURVEY CONTROL
 FE0844  ___________________________________________________________________
 FE0844* NAD 83(1986)-  35 35 05.     (N)    089 07 22.     (W)     SCALED    
 FE0844* NAVD 88     -       132.941  (meters)     436.16   (feet)  ADJUSTED  
 FE0844  ___________________________________________________________________
 FE0844  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0844  DYNAMIC HT  -         132.823 (meters)     435.77  (feet)  COMP
 FE0844  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FE0844
 FE0844  VERT ORDER  -  SECOND    CLASS 0
 FE0844
 FE0844.The horizontal coordinates were scaled from a topographic map and have
 FE0844.an estimated accuracy of +/- 6 seconds.
 FE0844
 FE0844.The orthometric height was determined by differential leveling
 FE0844.and adjusted by the National Geodetic Survey in June 1991..
 FE0844
 FE0844.The geoid height was determined by GEOID03.
 FE0844
 FE0844.The dynamic height is computed by dividing the NAVD 88
 FE0844.geopotential number by the normal gravity value computed on the
 FE0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0844.degrees latitude (g = 980.6199 gals.).
 FE0844
 FE0844.The modeled gravity was interpolated from observed gravity values.
 FE0844
 FE0844;                    North         East    Units  Estimated Accuracy
 FE0844;SPC TN       -   143,360.      317,030.      MT  (+/- 180 meters Scaled)
 FE0844
 FE0844                          SUPERSEDED SURVEY CONTROL
 FE0844
 FE0844  NGVD 29 (??/??/??)  132.957  (m)          436.21   (f) ADJUSTED    2 0
 FE0844
 FE0844.Superseded values are not recommended for survey control.
 FE0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0844.See file dsdata.txt to determine how the superseded data were derived.
 FE0844
 FE0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE076399(NAD 83)
 FE0844_MARKER: DR = REFERENCE MARK DISK
 FE0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0844_STAMPING: MUD NO 1 1958
 FE0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0844+STABILITY: SURFACE MOTION
 FE0844
 FE0844  HISTORY     - Date     Condition        Report By
 FE0844  HISTORY     - 1958     MONUMENTED       CGS
 FE0844  HISTORY     - 1959     GOOD             CGS
 FE0844
 FE0844                          STATION DESCRIPTION
 FE0844
 FE0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0844'8.2 MI E FROM BROWNSVILLE.
 FE0844'8.2 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0844'BROWNSVILLE, 0.2 MILE WEST OF THE CENTER GROVE METHODIST CHURCH.
 FE0844'IT IS 49 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 34.0
 FE0844'FEET EAST OF THE TRIANGULATION-STATION MUD 1958, 33 FEET EAST
 FE0844'OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF A EAST-WEST WIRE
 FE0844'FENCE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST, WHICH
 FE0844'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0842 ***********************************************************************
 FE0842  DESIGNATION -  MUD RM 2
 FE0842  PID         -  FE0842
 FE0842  STATE/COUNTY-  TN/HAYWOOD
 FE0842  USGS QUAD   -  DENMARK (1981)
 FE0842
 FE0842                         *CURRENT SURVEY CONTROL
 FE0842  ___________________________________________________________________
 FE0842* NAD 83(1986)-  35 35 05.     (N)    089 07 21.     (W)     SCALED    
 FE0842* NAVD 88     -       132.504  (meters)     434.72   (feet)  ADJUSTED  
 FE0842  ___________________________________________________________________
 FE0842  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FE0842  DYNAMIC HT  -         132.386 (meters)     434.34  (feet)  COMP
 FE0842  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FE0842
 FE0842  VERT ORDER  -  SECOND    CLASS 0
 FE0842
 FE0842.The horizontal coordinates were scaled from a topographic map and have
 FE0842.an estimated accuracy of +/- 6 seconds.
 FE0842
 FE0842.The orthometric height was determined by differential leveling
 FE0842.and adjusted by the National Geodetic Survey in June 1991..
 FE0842
 FE0842.The geoid height was determined by GEOID03.
 FE0842
 FE0842.The dynamic height is computed by dividing the NAVD 88
 FE0842.geopotential number by the normal gravity value computed on the
 FE0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0842.degrees latitude (g = 980.6199 gals.).
 FE0842
 FE0842.The modeled gravity was interpolated from observed gravity values.
 FE0842
 FE0842;                    North         East    Units  Estimated Accuracy
 FE0842;SPC TN       -   143,360.      317,060.      MT  (+/- 180 meters Scaled)
 FE0842
 FE0842                          SUPERSEDED SURVEY CONTROL
 FE0842
 FE0842  NGVD 29 (??/??/??)  132.520  (m)          434.78   (f) ADJUSTED    2 0
 FE0842
 FE0842.Superseded values are not recommended for survey control.
 FE0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0842.See file dsdata.txt to determine how the superseded data were derived.
 FE0842
 FE0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE076399(NAD 83)
 FE0842_MARKER: DR = REFERENCE MARK DISK
 FE0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0842_STAMPING: MUD NO 2 1958
 FE0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0842+STABILITY: SURFACE MOTION
 FE0842
 FE0842  HISTORY     - Date     Condition        Report By
 FE0842  HISTORY     - 1958     MONUMENTED       CGS
 FE0842  HISTORY     - 1959     GOOD             CGS
 FE0842
 FE0842                          STATION DESCRIPTION
 FE0842
 FE0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0842'8.2 MI E FROM BROWNSVILLE.
 FE0842'8.2 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0842'BROWNSVILLE, 0.2 MILE WEST OF THE CENTER GROVE METHODIST CHURCH.
 FE0842'IT IS 48 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 30
 FE0842'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF A
 FE0842'EAST-WEST WIRE FENCE, AND 29.3 FEET WEST OF THE TRIANGULATION
 FE0842'MUD 1958.  THE MARK IS SET IN THE TOP OF A CONCRETE POST, WHICH
 FE0842'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1099 ***********************************************************************
 FE1099  DESIGNATION -  MUDDY
 FE1099  PID         -  FE1099
 FE1099  STATE/COUNTY-  TN/HAYWOOD
 FE1099  USGS QUAD   -  DANCYVILLE (1981)
 FE1099
 FE1099                         *CURRENT SURVEY CONTROL
 FE1099  ___________________________________________________________________
 FE1099* NAD 83(1995)-  35 25 05.74329(N)    089 22 29.55826(W)     ADJUSTED  
 FE1099* NAVD 88     -       106.043  (meters)     347.91   (feet)  ADJUSTED  
 FE1099  ___________________________________________________________________
 FE1099  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FE1099  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1099  DYNAMIC HT  -         105.948 (meters)     347.60  (feet)  COMP
 FE1099  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 FE1099
 FE1099  HORZ ORDER  -  THIRD
 FE1099  VERT ORDER  -  SECOND    CLASS 0
 FE1099
 FE1099.The horizontal coordinates were established by classical geodetic methods
 FE1099.and adjusted by the National Geodetic Survey in April 1999..
 FE1099
 FE1099.The orthometric height was determined by differential leveling
 FE1099.and adjusted by the National Geodetic Survey in June 1991..
 FE1099
 FE1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1099
 FE1099.The geoid height was determined by GEOID03.
 FE1099
 FE1099.The dynamic height is computed by dividing the NAVD 88
 FE1099.geopotential number by the normal gravity value computed on the
 FE1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1099.degrees latitude (g = 980.6199 gals.).
 FE1099
 FE1099.The modeled gravity was interpolated from observed gravity values.
 FE1099
 FE1099;                    North         East     Units Scale Factor Converg.
 FE1099;SPC TN       -   125,656.605   293,558.088   MT  0.99997457   -1 58 32.8
 FE1099;SPC TN       -   412,258.38    963,115.16   sFT  0.99997457   -1 58 32.8
 FE1099;UTM  16      - 3,922,019.022   284,376.599   MT  1.00017299   -1 22 36.7
 FE1099
 FE1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1099!SPC TN       -   0.99998769  x   0.99997457  =   0.99996226
 FE1099!UTM  16      -   0.99998769  x   1.00017299  =   1.00016068
 FE1099
 FE1099|---------------------------------------------------------------------|
 FE1099| PID    Reference Object                     Distance      Geod. Az  |
 FE1099|                                                           dddmmss.s |
 FE1099| FE1098 MUDDY RM 2                           26.843 METERS 04306     |
 FE1099| FE1097 MUDDY AZ MK                         APPROX. 0.5 KM 1051448.8 |
 FE1099| FE1100 MUDDY RM 1                           22.175 METERS 18705     |
 FE1099| FE2518 STANTON                             APPROX. 6.7 KM 3292736.2 |
 FE1099|---------------------------------------------------------------------|
 FE1099
 FE1099                          SUPERSEDED SURVEY CONTROL
 FE1099
 FE1099  NAD 83(1995)-  35 25 05.74901(N)    089 22 29.55975(W) AD(       ) 3
 FE1099  NAD 83(1986)-  35 25 05.75510(N)    089 22 29.55886(W) AD(       ) 3
 FE1099  NAD 27      -  35 25 05.45930(N)    089 22 29.30160(W) AD(       ) 3
 FE1099  NGVD 29 (??/??/??)  106.037  (m)          347.89   (f) ADJUSTED    2 0
 FE1099
 FE1099.Superseded values are not recommended for survey control.
 FE1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1099.See file dsdata.txt to determine how the superseded data were derived.
 FE1099
 FE1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8437722019(NAD 83)
 FE1099_MARKER: DS = TRIANGULATION STATION DISK
 FE1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1099_STAMPING: MUDDY 1958
 FE1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1099+STABILITY: SURFACE MOTION
 FE1099
 FE1099  HISTORY     - Date     Condition        Report By
 FE1099  HISTORY     - 1958     MONUMENTED       CGS
 FE1099  HISTORY     - 1959     GOOD             CGS
 FE1099  HISTORY     - 1961     GOOD             TNHD
 FE1099
 FE1099                          STATION DESCRIPTION
 FE1099
 FE1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FE1099'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF STANTON, ABOUT 4
 FE1099'MILES WEST OF DANCYVILLE, 25 FEET WEST OF THE WEST EDGE OF THE
 FE1099'FIELD, 98 FEET EAST OF A STOCK POND, 10 FEET EAST OF A WIRE FENCE, 9
 FE1099'FEET EAST OF A WITNESS POST AND ON THE PROPERTY OF MR. C.W.
 FE1099'SCOTT. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 FE1099'IS STAMPED MUDDY 1958.
 FE1099'
 FE1099'REFERENCE MARK NO. 1 IS 11 FEET WEST OF THE FIELD AND 1 FOOT EAST OF
 FE1099'THE WIRE FENCE. THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 FE1099'GROUND AND IS STAMPED MUDDY NO 1 1958.
 FE1099'
 FE1099'REFERENCE MARK NO. 2 IS 141 FEET SOUTH OF THE CENTER OF THE WOODEN
 FE1099'GATE AND 20 FEET WEST OF THE FIELD. THE MARK PROJECTS 2 INCHES ABOVE
 FE1099'THE SURFACE OF THE GROUND AND IS STAMPED MUDDY NO 2 1958.
 FE1099'
 FE1099'AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE CENTER OF THE OILED ROAD, 4
 FE1099'FEET NORTH WEST OF A WITNESS POST AND 1 FOOT NORTHEAST OF A
 FE1099'WIRE FENCE. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 FE1099'GROUND AND IS STAMPED MUDDY 1958.
 FE1099'
 FE1099'TO REACH THE STATION FROM RAILROAD STATION IN STANTON, GO NORTH FOR
 FE1099'ABOUT 200 FEET TO A PAVED STREET, TURN LEFT ON THE PAVED STREET
 FE1099'AND GO WEST FOR 0.15 MILE TO A T-INTERSECTION, TURN LEFT AND GO SOUTH
 FE1099'ON THE OILED ROAD FOR 1.3 MILES TO WHERE THE OILED ROAD TURNS
 FE1099'LEFT AND A GRAVELED ROAD GOES STRAIGHT AHEAD, TURN LEFT ON THE OILED
 FE1099'ROAD AND GO SOUTH-SOUTHEAST FOR 3.0 MILES TO A CURVE IN THE ROAD
 FE1099'AND A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO A
 FE1099'WOODEN GATE, PASS THROUGH THE GATE AND GO SOUTHERLY FOR 0.05 MILE TO
 FE1099'THE STATION AS DESCRIBED.
 FE1099'
 FE1099'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE OILED ROAD
 FE1099'AND TURN RIGHT AND FOLLOW THE OILED ROAD FOR 0.35 MILE TO THE
 FE1099'MARK ON THE RIGHT AS DESCRIBED.
 FE1099'
 FE1099'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 FE1099
 FE1099                          STATION RECOVERY (1959)
 FE1099
 FE1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1099'9.4 MI SE FROM STANTON.
 FE1099'3.65 MILE EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1099'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST
 FE1099'ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1099'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1099'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD AND ABOUT
 FE1099'0.9 MILE SOUTHWEST ACROSS COUNTY, THENCE 1.0 MILE NORTHWEST
 FE1099'ALONG A PAVED ROAD.  THE MARK IS 98 FEET EAST OF A STOCK POND,
 FE1099'25 FEET WEST OF THE WEST EDGE OF THE FIELD, 10 FEET EAST OF A
 FE1099'WIRE FENCE AND 9 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 FE1099'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FE1099
 FE1099                          STATION RECOVERY (1961)
 FE1099
 FE1099'RECOVERY NOTE BY TN HIGHWAY DEPT 1961 (CEG)
 FE1099'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND APPEARED TO BE
 FE1099'AS DESCRIBED. NO HORIZONTAL MEASUREMENTS WERE TAKEN. THE AZIMUTH
 FE1099'MARK WAS DESTROYED BY CONSTRUCTION AND THE DISK IS FORWARDED TO THE
 FE1099'WASHINGTON COAST SURVEY OFFICE.  THE 1958 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2271 ***********************************************************************
 FE2271  DESIGNATION -  MUDDY
 FE2271  PID         -  FE2271
 FE2271  STATE/COUNTY-  TN/HARDEMAN
 FE2271  USGS QUAD   -  POCAHONTAS (1950)
 FE2271
 FE2271                         *CURRENT SURVEY CONTROL
 FE2271  ___________________________________________________________________
 FE2271* NAD 83(1995)-  35 01 35.23632(N)    088 50 02.90224(W)     ADJUSTED  
 FE2271* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 FE2271  ___________________________________________________________________
 FE2271  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FE2271  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE2271
 FE2271  HORZ ORDER  -  SECOND
 FE2271
 FE2271.The horizontal coordinates were established by classical geodetic methods
 FE2271.and adjusted by the National Geodetic Survey in April 1999..
 FE2271
 FE2271.The orthometric height was scaled from a topographic map.
 FE2271
 FE2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2271
 FE2271.The geoid height was determined by GEOID03.
 FE2271
 FE2271;                    North         East     Units Scale Factor Converg.
 FE2271;SPC TN       -    80,648.034   341,383.890   MT  1.00004697   -1 39 33.2
 FE2271;SPC TN       -   264,592.76  1,120,023.65   sFT  1.00004697   -1 39 33.2
 FE2271;UTM  16      - 3,877,514.238   332,675.787   MT  0.99994506   -1 03 10.6
 FE2271
 FE2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2271!SPC TN       -   0.99998004  x   1.00004697  =   1.00002701
 FE2271!UTM  16      -   0.99998004  x   0.99994506  =   0.99992510
 FE2271
 FE2271|---------------------------------------------------------------------|
 FE2271| PID    Reference Object                     Distance      Geod. Az  |
 FE2271|                                                           dddmmss.s |
 FE2271| CG4630 MUDDY RM 1                           20.760 METERS 02029     |
 FE2271| CG4629 MUDDY AZ MK                                        1265327.6 |
 FE2271| CG4631 MUDDY RM 2                           25.719 METERS 18816     |
 FE2271| EG1637 CHALYBEATE MUNICIPAL TANK           APPROX.11.0 KM 1934923.9 |
 FE2271| EG1641 FALKNER MUNICIPAL TANK              APPROX.22.1 KM 2041850.0 |
 FE2271| EG1645 WALNUT MUNICIPAL TANK               APPROX.10.5 KM 2151938.4 |
 FE2271|---------------------------------------------------------------------|
 FE2271
 FE2271                          SUPERSEDED SURVEY CONTROL
 FE2271
 FE2271  NAD 83(1995)-  35 01 35.23632(N)    088 50 02.90224(W) AD(       ) 2
 FE2271  NAD 83(1995)-  35 01 35.24679(N)    088 50 02.89966(W) AD(       ) 2
 FE2271  NAD 83(1995)-  35 01 35.24799(N)    088 50 02.90100(W) AD(       ) 2
 FE2271  NAD 83(1986)-  35 01 35.24852(N)    088 50 02.89968(W) AD(       ) 2
 FE2271  NAD 27      -  35 01 34.92856(N)    088 50 02.69689(W) AD(       ) 2
 FE2271
 FE2271.Superseded values are not recommended for survey control.
 FE2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2271.See file dsdata.txt to determine how the superseded data were derived.
 FE2271
 FE2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD3267677514(NAD 83)
 FE2271_MARKER: DS = TRIANGULATION STATION DISK
 FE2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2271_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FE2271
 FE2271  HISTORY     - Date     Condition        Report By
 FE2271  HISTORY     - 1967     MONUMENTED       CGS
 FE2271
 FE2271                          STATION DESCRIPTION
 FE2271
 FE2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 FE2271'STATION IS ABOUT 6-1/2 MILES NORTHEAST OF WALNUT, MISSISSIPPI, 4-1/2
 FE2271'MILES SOUTHEAST OF MIDDLETON, TENNESSEE, 3 MILES SOUTHWEST OF
 FE2271'POCAHONTAS, TENNESSEE, 2 MILES NORTH OF THE TENNESSEE-MISSISSIPPI
 FE2271'STATE LINE, IN A BARN LOT JUST EAST OF A BARN, IN THE HIGHEST POINT
 FE2271'OF RIDGE LOCALLY KNOWN AS MUDDY RIDGE AND ON PROPERTY OWNED BY MR.
 FE2271'THORN N. EDWARDS.
 FE2271'
 FE2271'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 125 AND 57
 FE2271'IN MIDDLETON, GO EAST ON STATE HIGHWAY 57 FOR 4.05 MILES TO A SIDE
 FE2271'ROAD RIGHT AT SIGN MUDDY RIDGE ROAD.  TURN RIGHT AND GO SOUTH ON A
 FE2271'BLACKTOP ROAD AS PER SIGN FOR 0.7 MILE TO A Y-FORK.  TAKE THE
 FE2271'RIGHT FORK AND GO WEST AND SOUTH ON THE BLACK TOP ROAD FOR 0.55 MILE
 FE2271'TO THE END OF THE BLACK TOP.  CONTINUE SOUTH ON A DIRT ROAD FOR
 FE2271'0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST AND SOUTH ON
 FE2271'A DIRT ROAD FOR 0.8 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 FE2271'SOUTHEAST ON A DIRT ROAD FOR 0.3 MILE TO THE STATION ON THE
 FE2271'RIGHT.
 FE2271'
 FE2271'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 FE2271'
 FE2271'STATION MARK, STAMPED MUDDY 1967, IS FLUSH WITH THE GROUND SURFACE.
 FE2271'IT IS 96 FEET
 FE2271'SOUTH OF THE CENTER OF A DIRT ROAD, 40 FEET EAST OF THE NORTHEAST
 FE2271'CORNER OF A BARN, 24 FEET SOUTH OF A 12-INCH CEDAR TREE, 13 FEET
 FE2271'WEST OF A FENCE AND 10.8 FEET WEST OF A METAL WITNESS POST.
 FE2271'
 FE2271'REFERENCE MARK NO. 1, STAMPED MUDDY NO 1 1967, PROJECTS 4 INCHES.
 FE2271'IT IS 46 FEET
 FE2271'NORTH-NORTHEAST OF THE 12-INCH CEDAR TREE, 29 FEET SOUTH OF THE
 FE2271'CENTER OF THE DIRT ROAD, 1.7 FEET SOUTH-SOUTHEAST OF A METAL
 FE2271'WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 FE2271'
 FE2271'REFERENCE MARK NO. 2, STAMPED MUDDY NO 2 1967, PROJECTS 4 INCHES.
 FE2271'IT IS 42 FEET
 FE2271'SOUTHWEST OF A POWER POLE, 8 FEET NORTH OF A FENCE CORNER, 1.5 FEET
 FE2271'NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 FE2271'
 FE2271'AZIMUTH MARK, STAMPED MUDDY 1967, PROJECTS 3 INCHES.  IT IS 82 FEET
 FE2271'SOUTHEAST OF A 8-INCH OAK TREE, 17 FEET SOUTHWEST OF THE
 FE2271'CENTER OF THE DIRT ROAD, 3 FEET SOUTHWEST OF A FENCE AND 2 FT
 FE2271'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 FE2271'
 FE2271'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHEAST ON A DIRT ROAD
 FE2271'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FE2271'
 FE2271'NOTE- A FOUR WHEEL DRIVE VEHICLE IS REQUIRED IN EXTREME WET WEATHER.
 FE2271'
 FE2271'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1097 ***********************************************************************
 FE1097  DESIGNATION -  MUDDY AZ MK
 FE1097  PID         -  FE1097
 FE1097  STATE/COUNTY-  TN/HAYWOOD
 FE1097  USGS QUAD   -  DANCYVILLE (1981)
 FE1097
 FE1097                         *CURRENT SURVEY CONTROL
 FE1097  ___________________________________________________________________
 FE1097* NAD 83(1995)-  35 25 01.42779(N)    089 22 10.21935(W)     ADJUSTED  
 FE1097* NAVD 88     -        91.481  (meters)     300.13   (feet)  ADJUSTED  
 FE1097  ___________________________________________________________________
 FE1097  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FE1097  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1097  DYNAMIC HT  -          91.400 (meters)     299.87  (feet)  COMP
 FE1097  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FE1097
 FE1097  HORZ ORDER  -  SECOND
 FE1097  VERT ORDER  -  SECOND    CLASS 0
 FE1097
 FE1097.The horizontal coordinates were established by classical geodetic methods
 FE1097.and adjusted by the National Geodetic Survey in April 1999..
 FE1097
 FE1097.The orthometric height was determined by differential leveling
 FE1097.and adjusted by the National Geodetic Survey in June 1991..
 FE1097
 FE1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE1097
 FE1097.The geoid height was determined by GEOID03.
 FE1097
 FE1097.The dynamic height is computed by dividing the NAVD 88
 FE1097.geopotential number by the normal gravity value computed on the
 FE1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1097.degrees latitude (g = 980.6199 gals.).
 FE1097
 FE1097.The modeled gravity was interpolated from observed gravity values.
 FE1097
 FE1097;                    North         East     Units Scale Factor Converg.
 FE1097;SPC TN       -   125,506.881   294,041.092   MT  0.99997472   -1 58 21.5
 FE1097;SPC TN       -   411,767.16    964,699.82   sFT  0.99997472   -1 58 21.5
 FE1097;UTM  16      - 3,921,874.327   284,861.238   MT  1.00017042   -1 22 25.4
 FE1097
 FE1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1097!SPC TN       -   0.99998998  x   0.99997472  =   0.99996470
 FE1097!UTM  16      -   0.99998998  x   1.00017042  =   1.00016040
 FE1097
 FE1097                          SUPERSEDED SURVEY CONTROL
 FE1097
 FE1097  NAD 83(1995)-  35 25 01.43352(N)    089 22 10.22083(W) AD(       ) 2
 FE1097  NAD 83(1986)-  35 25 01.43960(N)    089 22 10.21994(W) AD(       ) 2
 FE1097  NAD 27      -  35 25 01.14310(N)    089 22 09.96040(W) AD(       ) 2
 FE1097  NGVD 29 (??/??/??)   91.476  (m)          300.12   (f) ADJUSTED    2 0
 FE1097
 FE1097.Superseded values are not recommended for survey control.
 FE1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1097.See file dsdata.txt to determine how the superseded data were derived.
 FE1097
 FE1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8486121874(NAD 83)
 FE1097_MARKER: DZ = AZIMUTH MARK DISK
 FE1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1097_STAMPING: MUDDY 1958
 FE1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1097+STABILITY: SURFACE MOTION
 FE1097
 FE1097  HISTORY     - Date     Condition        Report By
 FE1097  HISTORY     - 1958     MONUMENTED       CGS
 FE1097  HISTORY     - 1959     GOOD             CGS
 FE1097
 FE1097                          STATION DESCRIPTION
 FE1097
 FE1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1097'TO REACH THE STATION FROM RAILROAD STATION IN STANTON, GO NORTH FOR
 FE1097'ABOUT 200 FEET TO A PAVED STREET, TURN LEFT ON THE PAVED STREET
 FE1097'AND GO WEST FOR 0.15 MILE TO A T-INTERSECTION, TURN LEFT AND GO SOUTH
 FE1097'ON THE OILED ROAD FOR 1.3 MILES TO WHERE THE OILED ROAD TURNS
 FE1097'LEFT AND A GRAVELED ROAD GOES STRAIGHT AHEAD, TURN LEFT ON THE OILED
 FE1097'ROAD AND GO SOUTH-SOUTHEAST FOR 3.0 MILES TO A CURVE IN THE ROAD
 FE1097'AND A DRIVEWAY ON THE RIGHT.
 FE1097'FOLLOW THE OILED ROAD FOR 0.35 MILE TO THE
 FE1097'MARK ON THE RIGHT AS DESCRIBED.
 FE1097'
 FE1097'AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE CENTER OF THE OILED ROAD, 4
 FE1097'FEET NORTH WEST OF A WITNESS POST AND 1 FOOT NORTHEAST OF A
 FE1097'WIRE FENCE. THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 FE1097'GROUND AND IS STAMPED MUDDY 1958.
 FE1097
 FE1097                          STATION RECOVERY (1959)
 FE1097
 FE1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FE1097'9 MI SE FROM STANTON.
 FE1097'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1097'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST ALONG
 FE1097'A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1097'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1097'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD AND ABOUT
 FE1097'0.9 MILE SOUTHWEST ACROSS COUNTRY, THENCE 0.7 MILE NORTHWEST
 FE1097'ALONG A PAVED ROAD.  THE MARK IS 21 FEET SOUTHWEST OF THE
 FE1097'CENTER OF THE OILED ROAD, 4 FEET NORTHWEST OF A WITNESS POST
 FE1097'AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THIS MARK PROJECTS
 FE1097'2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1100 ***********************************************************************
 FE1100  DESIGNATION -  MUDDY RM 1
 FE1100  PID         -  FE1100
 FE1100  STATE/COUNTY-  TN/HAYWOOD
 FE1100  USGS QUAD   -  STANTON (1983)
 FE1100
 FE1100                         *CURRENT SURVEY CONTROL
 FE1100  ___________________________________________________________________
 FE1100* NAD 83(1986)-  35 25 04.     (N)    089 22 30.     (W)     SCALED    
 FE1100* NAVD 88     -       106.626  (meters)     349.82   (feet)  ADJUSTED  
 FE1100  ___________________________________________________________________
 FE1100  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1100  DYNAMIC HT  -         106.531 (meters)     349.51  (feet)  COMP
 FE1100  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 FE1100
 FE1100  VERT ORDER  -  SECOND    CLASS 0
 FE1100
 FE1100.The horizontal coordinates were scaled from a topographic map and have
 FE1100.an estimated accuracy of +/- 6 seconds.
 FE1100
 FE1100.The orthometric height was determined by differential leveling
 FE1100.and adjusted by the National Geodetic Survey in June 1991..
 FE1100
 FE1100.The geoid height was determined by GEOID03.
 FE1100
 FE1100.The dynamic height is computed by dividing the NAVD 88
 FE1100.geopotential number by the normal gravity value computed on the
 FE1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1100.degrees latitude (g = 980.6199 gals.).
 FE1100
 FE1100.The modeled gravity was interpolated from observed gravity values.
 FE1100
 FE1100;                    North         East    Units  Estimated Accuracy
 FE1100;SPC TN       -   125,600.      293,550.      MT  (+/- 180 meters Scaled)
 FE1100
 FE1100                          SUPERSEDED SURVEY CONTROL
 FE1100
 FE1100  NGVD 29 (??/??/??)  106.620  (m)          349.80   (f) ADJUSTED    2 0
 FE1100
 FE1100.Superseded values are not recommended for survey control.
 FE1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1100.See file dsdata.txt to determine how the superseded data were derived.
 FE1100
 FE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE843219(NAD 83)
 FE1100_MARKER: DR = REFERENCE MARK DISK
 FE1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1100_STAMPING: MUDDY NO 1 1958
 FE1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1100+STABILITY: SURFACE MOTION
 FE1100
 FE1100  HISTORY     - Date     Condition        Report By
 FE1100  HISTORY     - 1958     MONUMENTED       CGS
 FE1100  HISTORY     - 1959     GOOD             CGS
 FE1100
 FE1100                          STATION DESCRIPTION
 FE1100
 FE1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1100'9.4 MI SE FROM STANTON.
 FE1100'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1100'RR CROSSING AT STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST
 FE1100'ALONG A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED
 FE1100'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9
 FE1100'MILE SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD AND ABOUT
 FE1100'0.9 MILE SOUTHWEST ACROSS COUNTRY, THENCE 1.0 MILE NORTHWEST
 FE1100'ALONG A PAVED ROAD.  THE MARK IS 72.7 FEET SOUTH OF THE STATION,
 FE1100'11 FEET WEST OF THE FIELD AND 1 FOOT EAST OF A WIRE FENCE.
 FE1100'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1098 ***********************************************************************
 FE1098  DESIGNATION -  MUDDY RM 2
 FE1098  PID         -  FE1098
 FE1098  STATE/COUNTY-  TN/HAYWOOD
 FE1098  USGS QUAD   -  DANCYVILLE (1981)
 FE1098
 FE1098                         *CURRENT SURVEY CONTROL
 FE1098  ___________________________________________________________________
 FE1098* NAD 83(1986)-  35 25 04.     (N)    089 22 29.     (W)     SCALED    
 FE1098* NAVD 88     -       105.410  (meters)     345.83   (feet)  ADJUSTED  
 FE1098  ___________________________________________________________________
 FE1098  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 FE1098  DYNAMIC HT  -         105.316 (meters)     345.52  (feet)  COMP
 FE1098  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FE1098
 FE1098  VERT ORDER  -  SECOND    CLASS 0
 FE1098
 FE1098.The horizontal coordinates were scaled from a topographic map and have
 FE1098.an estimated accuracy of +/- 6 seconds.
 FE1098
 FE1098.The orthometric height was determined by differential leveling
 FE1098.and adjusted by the National Geodetic Survey in June 1991..
 FE1098
 FE1098.The geoid height was determined by GEOID03.
 FE1098
 FE1098.The dynamic height is computed by dividing the NAVD 88
 FE1098.geopotential number by the normal gravity value computed on the
 FE1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1098.degrees latitude (g = 980.6199 gals.).
 FE1098
 FE1098.The modeled gravity was interpolated from observed gravity values.
 FE1098
 FE1098;                    North         East    Units  Estimated Accuracy
 FE1098;SPC TN       -   125,600.      293,570.      MT  (+/- 180 meters Scaled)
 FE1098
 FE1098                          SUPERSEDED SURVEY CONTROL
 FE1098
 FE1098  NGVD 29 (??/??/??)  105.404  (m)          345.81   (f) ADJUSTED    2 0
 FE1098
 FE1098.Superseded values are not recommended for survey control.
 FE1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1098.See file dsdata.txt to determine how the superseded data were derived.
 FE1098
 FE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE843219(NAD 83)
 FE1098_MARKER: DR = REFERENCE MARK DISK
 FE1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1098_STAMPING: MUDDY NO 2 1958
 FE1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1098+STABILITY: SURFACE MOTION
 FE1098
 FE1098  HISTORY     - Date     Condition        Report By
 FE1098  HISTORY     - 1958     MONUMENTED       CGS
 FE1098  HISTORY     - 1959     GOOD             CGS
 FE1098
 FE1098                          STATION DESCRIPTION
 FE1098
 FE1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1098'9.4 MI SE FROM STANTON.
 FE1098'3.65 MILES EAST-SOUTHEAST ALONG A PAVED ROAD FROM THE L. AND N.
 FE1098'RR CROSSING STANTON, THENCE 1.45 MILES SOUTH-SOUTHEAST ALONG
 FE1098'A PAVED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 FE1098'THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9 MILE
 FE1098'SOUTH, THENCE 0.4 MILE WEST ALONG A DIRT ROAD AND ABOUT 0.9
 FE1098'MILE SOUTHWEST ACROSS COUNTRY, THENCE 1.0 MILE NORTHWEST ALONG
 FE1098'A PAVED ROAD.  THE MARK IS 88.0 FEET NORTHEAST OF THE STATION,
 FE1098'141 FEET SOUTH OF THE CENTER OF THE WOODEN GATE AND 20 FEET WEST
 FE1098'OF THE FIELD AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 FE1098'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2398 ***********************************************************************
 GC2398  DESIGNATION -  MULLOY
 GC2398  PID         -  GC2398
 GC2398  STATE/COUNTY-  TN/ROBERTSON
 GC2398  USGS QUAD   -  PORTLAND (1981)
 GC2398
 GC2398                         *CURRENT SURVEY CONTROL
 GC2398  ___________________________________________________________________
 GC2398* NAD 83(1995)-  36 33 11.05269(N)    086 37 15.81699(W)     ADJUSTED  
 GC2398* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 GC2398  ___________________________________________________________________
 GC2398  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GC2398  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC2398
 GC2398  HORZ ORDER  -  SECOND
 GC2398
 GC2398.The horizontal coordinates were established by classical geodetic methods
 GC2398.and adjusted by the National Geodetic Survey in April 1999..
 GC2398
 GC2398.The orthometric height was scaled from a topographic map.
 GC2398
 GC2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2398
 GC2398.The geoid height was determined by GEOID03.
 GC2398
 GC2398;                    North         East     Units Scale Factor Converg.
 GC2398;SPC TN       -   246,461.729   544,395.391   MT  1.00002704   -0 21 48.9
 GC2398;SPC TN       -   808,599.86  1,786,070.55   sFT  1.00002704   -0 21 48.9
 GC2398;UTM  16      - 4,045,361.653   533,912.947   MT  0.99961417   +0 13 32.5
 GC2398
 GC2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2398!SPC TN       -   0.99996623  x   1.00002704  =   0.99999327
 GC2398!UTM  16      -   0.99996623  x   0.99961417  =   0.99958042
 GC2398
 GC2398:                Primary Azimuth Mark                     Grid Az
 GC2398:SPC TN       -  MULLOY AZ MK                             034 58 26.3
 GC2398:UTM  16      -  MULLOY AZ MK                             034 23 04.9
 GC2398
 GC2398|---------------------------------------------------------------------|
 GC2398| PID    Reference Object                     Distance      Geod. Az  |
 GC2398|                                                           dddmmss.s |
 GC2398| GC1045 MULLOY AZ MK                                       0343637.4 |
 GC2398| GC2395 PORTLAND MUNICIPAL TANK             APPROX. 9.9 KM 0722950.0 |
 GC2398| GC1042 MULLOY 2                             10.650 METERS 21437     |
 GC2398| GC1040 MULLOY RM 1                          30.655 METERS 21523     |
 GC2398| GC1044 MULLOY RM 2                          29.124 METERS 30835     |
 GC2398|---------------------------------------------------------------------|
 GC2398
 GC2398                          SUPERSEDED SURVEY CONTROL
 GC2398
 GC2398  NAD 83(1995)-  36 33 11.05309(N)    086 37 15.81730(W) AD(       ) 2
 GC2398  NAD 83(1995)-  36 33 11.05980(N)    086 37 15.82116(W) AD(       ) 2
 GC2398  NAD 83(1986)-  36 33 11.06179(N)    086 37 15.82054(W) AD(       ) 2
 GC2398  NAD 27      -  36 33 10.91220(N)    086 37 15.84050(W) AD(       ) 2
 GC2398
 GC2398.Superseded values are not recommended for survey control.
 GC2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2398.See file dsdata.txt to determine how the superseded data were derived.
 GC2398
 GC2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3391345362(NAD 83)
 GC2398_MARKER: DS = TRIANGULATION STATION DISK
 GC2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2398_STAMPING: MULLOY 1951
 GC2398_MARK LOGO: CGS   
 GC2398
 GC2398  HISTORY     - Date     Condition        Report By
 GC2398  HISTORY     - 1951     MONUMENTED       CGS
 GC2398  HISTORY     - 1959     GOOD             CGS
 GC2398  HISTORY     - 1964     SEE DESCRIPTION  CGS
 GC2398
 GC2398                          STATION DESCRIPTION
 GC2398
 GC2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 GC2398'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF PORTLAND AND ABOUT
 GC2398'6 MILES NORTH OF WHITE HOUSE ALONG THE NORTHWEST SIDE OF U.S.
 GC2398'HIGHWAY 31W.  IT IS 54 FEET NORTHWEST OF THE CENTER OF HIGHWAY, 20
 GC2398'FEET SOUTHWEST OF A HEDGE ROW AND 5.4 FEET NORTHWEST OF A WHITE
 GC2398'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MULLOY 1951.
 GC2398'
 GC2398'REFERENCE MARK NO. 1 IS 56 FEET NORTHWEST OF THE CENTER OF HIGHWAY.
 GC2398'THE MARK IS FLUSH AND THE DISK IS STAMPED MULLOY NO. 1 1951.
 GC2398'
 GC2398'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF THE HEDGE ROW.  THE MARK
 GC2398'PROJECTS 6 INCHES AND THE DISK IS STAMPED MULLOY NO. 2 1951.
 GC2398'
 GC2398'AZIMUTH MARK IS 29 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 31W,
 GC2398'14 FEET SOUTHWEST OF THE CENTER OF GRAVEL ROAD AND 3.6 FEET
 GC2398'NORTHWEST OF A WHITE WITNESS POST.  THE DISK IS A STANDARD
 GC2398'TRIANGULATION AZIMUTH MARK DISK SET FLUSH IN A DRILL HOLE IN THE
 GC2398'SOUTH ABUTMENT OF A CONCRETE CULVERT AND IS STAMPED MULLOY 1951.
 GC2398'
 GC2398'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 GC2398'HIGHWAY 31W, WHICH IS ABOUT 4 MILES NORTH OF WHITE HOUSE, GO NORTH
 GC2398'ON U.S. HIGHWAY 31W FOR 2.0 MILES TO THE STATION ON THE LEFT AS
 GC2398'DESCRIBED, CONTINUE ON HIGHWAY FOR 0.5 MILE TO THE AZIMUTH MARK ON
 GC2398'THE RIGHT.
 GC2398'
 GC2398'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2398
 GC2398                          STATION RECOVERY (1959)
 GC2398
 GC2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2398'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC2398'THE ORIGINAL DESCRIPTION IS COMPLETELY ADEQUATE WITH THE EXCEPTION
 GC2398'THAT THE WITNESS POST AT THE AZIMUTH MARK HAS BEEN DESTROYED AND A
 GC2398'WITNESS SIGN WAS PLACED 2 FEET SOUTHWEST OF THE STATION MARK.
 GC2398'
 GC2398'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GC2398
 GC2398                          STATION RECOVERY (1964)
 GC2398
 GC2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC2398'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GC2398'HOWEVER, DUE TO CONSTRUCTION OF A NEW PRIMARY ROAD IN THE AREA, THE
 GC2398'STATION AND REFERENCE MARK NO. 2 WOULD BE DESTROYED. A NEW STATION
 GC2398'MULLOY 2 1964 WAS ESTABLISHED ON AN EXTENDED LINE BETWEEN THE
 GC2398'ORIGINAL STATION AND THE AZIMUTH MARK AND ONE NEW REFERENCE MARK WAS
 GC2398'SET. AFTER ALL HORIZONTAL AND VERTICAL OBSERVATIONS WERE COMPLETED
 GC2398'AND MEASUREMENTS TAKEN, THE ORIGIONAL SURFACE STATION MARK AND
 GC2398'REFERENCE MARK NO. 2 WERE DESTROYED AND THE DISK REMOVED FOR
 GC2398'SUBMISSION TO THE WASHINGTON OFFICE.
 GC2398'
 GC2398'SEE DESCRIPTION OF STATION MULLOY 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1042 ***********************************************************************
 GC1042  DESIGNATION -  MULLOY 2
 GC1042  PID         -  GC1042
 GC1042  STATE/COUNTY-  TN/ROBERTSON
 GC1042  USGS QUAD   -  PORTLAND (1981)
 GC1042
 GC1042                         *CURRENT SURVEY CONTROL
 GC1042  ___________________________________________________________________
 GC1042* NAD 83(1995)-  36 33 10.76833(N)    086 37 16.06023(W)     ADJUSTED  
 GC1042* NAVD 88     -       245.39   (+/-2cm)     805.1    (feet)  VERTCON   
 GC1042  ___________________________________________________________________
 GC1042  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GC1042  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC1042
 GC1042  HORZ ORDER  -  THIRD
 GC1042  VERT ORDER  -  THIRD (See Below)
 GC1042
 GC1042.The horizontal coordinates were established by classical geodetic methods
 GC1042.and adjusted by the National Geodetic Survey in April 1999..
 GC1042.No horizontal observational check was made to the station.
 GC1042
 GC1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1042.The vertical order pertains to the NGVD 29 superseded value.
 GC1042
 GC1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1042
 GC1042.The geoid height was determined by GEOID03.
 GC1042
 GC1042;                    North         East     Units Scale Factor Converg.
 GC1042;SPC TN       -   246,453.002   544,389.286   MT  1.00002702   -0 21 49.1
 GC1042;SPC TN       -   808,571.22  1,786,050.52   sFT  1.00002702   -0 21 49.1
 GC1042;UTM  16      - 4,045,352.867   533,906.934   MT  0.99961416   +0 13 32.3
 GC1042
 GC1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1042!SPC TN       -   0.99996616  x   1.00002702  =   0.99999318
 GC1042!UTM  16      -   0.99996616  x   0.99961416  =   0.99958033
 GC1042
 GC1042                          SUPERSEDED SURVEY CONTROL
 GC1042
 GC1042  NAD 83(1995)-  36 33 10.76873(N)    086 37 16.06054(W) AD(       ) 3
 GC1042  NAD 83(1995)-  36 33 10.77544(N)    086 37 16.06440(W) AD(       ) 3
 GC1042  NAD 83(1986)-  36 33 10.77743(N)    086 37 16.06378(W) AD(       ) 3
 GC1042  NAD 27      -  36 33 10.62780(N)    086 37 16.08370(W) AD(       ) 3
 GC1042  NGVD 29 (??/??/??)  245.46   (m)          805.3    (f) RESET       3  
 GC1042
 GC1042.Superseded values are not recommended for survey control.
 GC1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1042.See file dsdata.txt to determine how the superseded data were derived.
 GC1042
 GC1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF3390745353(NAD 83)
 GC1042_MARKER: DS = TRIANGULATION STATION DISK
 GC1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1042_STAMPING: MULLOY 2 1964
 GC1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1042+STABILITY: SURFACE MOTION
 GC1042
 GC1042  HISTORY     - Date     Condition        Report By
 GC1042  HISTORY     - 1964     MONUMENTED       CGS
 GC1042  HISTORY     - 1964     GOOD             CGS
 GC1042
 GC1042                          STATION DESCRIPTION
 GC1042
 GC1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC1042'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF PORTLAND AND
 GC1042'ABOUT 6 MILES NORTH OF WHITE HOUSE ALONG THE NORTHWEST
 GC1042'RIGHT-OF-WAY OF U.S. HIGHWAY 31W.
 GC1042'
 GC1042'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31W AND STATE
 GC1042'ROUTE 25 4 MILES NORTH OF THE POST OFFICE IN WHITE HOUSE, GO
 GC1042'NORTH AND NORTHEASTERLY ON U.S. HIGHWAY 31W FOR 2.0 MILES TO A T ROAD
 GC1042'ON THE LEFT AND THE STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 GC1042'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON
 GC1042'U.S. HIGHWAY 31 W FOR 0.5 MILE TO A FIELD DRIVE AND GATE ON THE RIGHT
 GC1042'AND THE AZIMUTH MARK AS DESCRIBED.
 GC1042'
 GC1042'THE STATION IS 56 FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S.
 GC1042'HIGHWAY 31W, 44 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A NEW
 GC1042'PRIMARY ROAD AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 GC1042'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GC1042'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MULLOY 2 1964.  THE
 GC1042'SUBSURFACE MARK IS ABOUT 34 INCHES BELOW THE SURFACE.
 GC1042'
 GC1042'REFERENCE MARK NO. 1 IS 59 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC1042'OF U.S. HIGHWAY 31W, 17.5 FEET NORTHEAST OF A 6 X 6 INCH SQUARE
 GC1042'CONCRETE RIGHT-OF-WAY MARKER AND 1.4 FEET NORTHEAST OF A METAL
 GC1042'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN A 12-INCH,
 GC1042'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MULLOY NO. 1
 GC1042'1951.
 GC1042'
 GC1042'REFERENCE MARK NO. 3 IS 109 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC1042'OF U.S. HIGHWAY 31W, 31 FEET SOUTHWEST OF THE APPROXIMATE
 GC1042'CENTER OF THE NEW PRIMARY ROAD AND 1.1 FEET SOUTHEAST OF A METAL
 GC1042'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC1042'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC1042'MULLOY 2 NO. 3 1964.
 GC1042'
 GC1042'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GC1042'REFERENCE MARK NO. 3 IS 96.10 FEET.
 GC1042'
 GC1042'THE AZIMUTH MARK IS 29 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC1042'U.S. HIGHWAY 31W, 14 FEET SOUTHWEST OF THE CENTER OF A FIELD DRIVE
 GC1042'AND IN THE SOUTH ABUTMENT OF A SMALL CONCRETE CULVERT. IT IS A
 GC1042'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE ABUTMENT OF THE
 GC1042'CONCRETE CULVERT AND THE DISK IS STAMPED MULLOY 1951.
 GC1042
 GC1042                          STATION RECOVERY (1964)
 GC1042
 GC1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GC1042'6 MI N FROM WHITE HOUSE.
 GC1042'THIS MARK IS AT THE MULLOY 2 TRIANGULATION STATION ABOUT 6 MILES
 GC1042'NORTH ALONG U.S. HIGHWAY 31W FROM WHITE HOUSE.  TO REACH FROM THE
 GC1042'JUNCTION OF U.S. HIGHWAY 31W AND STATE ROUTE 25, 4 MILES NORTH
 GC1042'OF THE POST OFFICE IN WHITE HOUSE, GO NORTH AND NORTHEASTERLY
 GC1042'ON U.S. HIGHWAY 31W FOR 2.0 MILES TO A T ROAD ON THE LEFT AND
 GC1042'THE MARK IN THE SOUTHWEST ANGLE.  IT IS 56 FEET NORTHWEST OF THE
 GC1042'APPROXIMATE CENTER OF U.S. HIGHWAY 31W, 44 FEET SOUTHWEST OF THE
 GC1042'APPROXIMATE CENTER OF A NEW PRIMARY ROAD, 1.5 FEET NORTHEAST OF
 GC1042'A METAL WITNESS POST AND SIGN, AND ABOUT 4 FEET ABOVE THE LEVEL
 GC1042'OF THE HIGHWAY.  IT IS A STANDARD TRIANGULATION STATION DISK SET
 GC1042'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 GC1042'DISK IS STAMPED MULLOY 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1041 ***********************************************************************
 GC1041  DESIGNATION -  MULLOY 2 RM 3
 GC1041  PID         -  GC1041
 GC1041  STATE/COUNTY-  TN/ROBERTSON
 GC1041  USGS QUAD   -  PORTLAND (1981)
 GC1041
 GC1041                         *CURRENT SURVEY CONTROL
 GC1041  ___________________________________________________________________
 GC1041* NAD 83(1986)-  36 33 11.     (N)    086 37 15.     (W)     SCALED    
 GC1041* NAVD 88     -       245.41   (+/-2cm)     805.1    (feet)  VERTCON   
 GC1041  ___________________________________________________________________
 GC1041  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC1041
 GC1041  VERT ORDER  -  THIRD (See Below)
 GC1041
 GC1041.The horizontal coordinates were scaled from a topographic map and have
 GC1041.an estimated accuracy of +/- 6 seconds.
 GC1041
 GC1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC1041.The vertical order pertains to the NGVD 29 superseded value.
 GC1041
 GC1041.The geoid height was determined by GEOID03.
 GC1041
 GC1041;                    North         East    Units  Estimated Accuracy
 GC1041;SPC TN       -   246,460.      544,420.      MT  (+/- 180 meters Scaled)
 GC1041
 GC1041                          SUPERSEDED SURVEY CONTROL
 GC1041
 GC1041  NGVD 29 (??/??/??)  245.49   (m)          805.4    (f) RESET       3  
 GC1041
 GC1041.Superseded values are not recommended for survey control.
 GC1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1041.See file dsdata.txt to determine how the superseded data were derived.
 GC1041
 GC1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF339453(NAD 83)
 GC1041_MARKER: DR = REFERENCE MARK DISK
 GC1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1041_STAMPING: MULLOY 2 NO 3 1964
 GC1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1041+STABILITY: SURFACE MOTION
 GC1041
 GC1041  HISTORY     - Date     Condition        Report By
 GC1041  HISTORY     - 1964     MONUMENTED       CGS
 GC1041
 GC1041                          STATION DESCRIPTION
 GC1041
 GC1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GC1041'6 MI N FROM WHITE HOUSE.
 GC1041'THIS MARK IS AT THE MULLOY 2 1964 STATION SITE ABOUT 6 MILES
 GC1041'NORTH OF WHITE HOUSE.  IT IS 109 FEET NORTHWEST OF THE
 GC1041'APPROXIMATE CENTER OF U.S. HIGHWAY 31W, 96.10 FEET NORTH OF
 GC1041'REFERENCE MARK NO. 1, 55.98 FEET NORTHWEST OF MULLOY 2 1964, 31
 GC1041'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A NEW PRIMARY ROAD,
 GC1041'AND 1.1 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS
 GC1041'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH,
 GC1041'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MULLOY
 GC1041'2 NO 3 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1045 ***********************************************************************
 GC1045  DESIGNATION -  MULLOY AZ MK
 GC1045  PID         -  GC1045
 GC1045  STATE/COUNTY-  TN/ROBERTSON
 GC1045  USGS QUAD   -  PORTLAND (1981)
 GC1045
 GC1045                         *CURRENT SURVEY CONTROL
 GC1045  ___________________________________________________________________
 GC1045* NAD 83(1986)-  36 33 33.     (N)    086 36 57.     (W)     SCALED    
 GC1045* NAVD 88     -       233.741  (meters)     766.87   (feet)  ADJUSTED  
 GC1045  ___________________________________________________________________
 GC1045  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GC1045  DYNAMIC HT  -         233.544 (meters)     766.22  (feet)  COMP
 GC1045  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 GC1045
 GC1045  VERT ORDER  -  SECOND    CLASS 0
 GC1045
 GC1045.The horizontal coordinates were scaled from a topographic map and have
 GC1045.an estimated accuracy of +/- 6 seconds.
 GC1045
 GC1045.The orthometric height was determined by differential leveling
 GC1045.and adjusted by the National Geodetic Survey in June 1991..
 GC1045
 GC1045.The geoid height was determined by GEOID03.
 GC1045
 GC1045.The dynamic height is computed by dividing the NAVD 88
 GC1045.geopotential number by the normal gravity value computed on the
 GC1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1045.degrees latitude (g = 980.6199 gals.).
 GC1045
 GC1045.The modeled gravity was interpolated from observed gravity values.
 GC1045
 GC1045;                    North         East    Units  Estimated Accuracy
 GC1045;SPC TN       -   247,140.      544,870.      MT  (+/- 180 meters Scaled)
 GC1045
 GC1045                          SUPERSEDED SURVEY CONTROL
 GC1045
 GC1045  NGVD 29 (??/??/92)  233.813  (m)          767.10   (f) ADJ UNCH    2 0
 GC1045
 GC1045.Superseded values are not recommended for survey control.
 GC1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1045.See file dsdata.txt to determine how the superseded data were derived.
 GC1045
 GC1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF343460(NAD 83)
 GC1045_MARKER: DZ = AZIMUTH MARK DISK
 GC1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GC1045_SP_SET: CULVERT
 GC1045_STAMPING: MULLOY 1951
 GC1045_MARK LOGO: CGS   
 GC1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GC1045
 GC1045  HISTORY     - Date     Condition        Report By
 GC1045  HISTORY     - 1951     MONUMENTED       CGS
 GC1045  HISTORY     - 1964     GOOD             NGS
 GC1045
 GC1045                          STATION DESCRIPTION
 GC1045
 GC1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC1045'6.5 MI N FROM WHITE HOUSE.
 GC1045'THIS MARK IS ABOUT 0.5 MILE NORTHEAST OF TRIANGULATION STATION
 GC1045'MULLOY 2 1964.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31W
 GC1045'AND STATE ROUTE 25, 4 MILES NORTH OF THE POST OFFICE IN WHITE
 GC1045'HOUSE, GO NORTH AND NORTHEASTERLY ON U.S. HIGHWAY 31W FOR 6.5
 GC1045'MILES TO THE MARK ON THE RIGHT.  IT IS 29 FEET SOUTHEAST OF THE
 GC1045'APPROXIMATE CENTER OF U.S. HIGHWAY 31W, 14 FEET SOUTHWEST OF THE
 GC1045'CENTER OF A FIELD DRIVE AND IN THE SOUTH ABUTMENT OF A SMALL
 GC1045'CONCRETE CULVERT.  A STANDARD AZIMUTH MARK DISK CEMENTED IN A
 GC1045'DRILL HOLE IN THE ABUTMENT OF THE CONCRETE CULVERT AND THE DISK
 GC1045'IS STAMPED MULLOY 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1040 ***********************************************************************
 GC1040  DESIGNATION -  MULLOY RM 1
 GC1040  PID         -  GC1040
 GC1040  STATE/COUNTY-  TN/ROBERTSON
 GC1040  USGS QUAD   -  PORTLAND (1981)
 GC1040
 GC1040                         *CURRENT SURVEY CONTROL
 GC1040  ___________________________________________________________________
 GC1040* NAD 83(1986)-  36 33 10.     (N)    086 37 15.     (W)     SCALED    
 GC1040* NAVD 88     -       245.471  (meters)     805.35   (feet)  ADJUSTED  
 GC1040  ___________________________________________________________________
 GC1040  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GC1040  DYNAMIC HT  -         245.265 (meters)     804.67  (feet)  COMP
 GC1040  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 GC1040
 GC1040  VERT ORDER  -  SECOND    CLASS 0
 GC1040
 GC1040.The horizontal coordinates were scaled from a topographic map and have
 GC1040.an estimated accuracy of +/- 6 seconds.
 GC1040
 GC1040.The orthometric height was determined by differential leveling
 GC1040.and adjusted by the National Geodetic Survey in June 1991..
 GC1040
 GC1040.The geoid height was determined by GEOID03.
 GC1040
 GC1040.The dynamic height is computed by dividing the NAVD 88
 GC1040.geopotential number by the normal gravity value computed on the
 GC1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1040.degrees latitude (g = 980.6199 gals.).
 GC1040
 GC1040.The modeled gravity was interpolated from observed gravity values.
 GC1040
 GC1040;                    North         East    Units  Estimated Accuracy
 GC1040;SPC TN       -   246,430.      544,420.      MT  (+/- 180 meters Scaled)
 GC1040
 GC1040                          SUPERSEDED SURVEY CONTROL
 GC1040
 GC1040  NGVD 29 (??/??/92)  245.543  (m)          805.59   (f) ADJ UNCH    2 0
 GC1040
 GC1040.Superseded values are not recommended for survey control.
 GC1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1040.See file dsdata.txt to determine how the superseded data were derived.
 GC1040
 GC1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF339453(NAD 83)
 GC1040_MARKER: DR = REFERENCE MARK DISK
 GC1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1040_STAMPING: MULLOY NO 1 1951
 GC1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1040+STABILITY: SURFACE MOTION
 GC1040
 GC1040  HISTORY     - Date     Condition        Report By
 GC1040  HISTORY     - 1951     MONUMENTED       CGS
 GC1040  HISTORY     - 1964     GOOD             NGS
 GC1040
 GC1040                          STATION DESCRIPTION
 GC1040
 GC1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC1040'6 MI N FROM WHITE HOUSE.
 GC1040'THIS MARK IS LOCATED AT THE MULLOY 2 1964 STATION SITE, 65.77
 GC1040'FEET SOUTHWEST OF THE STATION, 59 FEET NORTHWEST OF THE APPROXIMATE
 GC1040'CENTER OF U.S. HIGHWAY 31W, 17.5 FEET NORTHEAST OF A 6 BY 6
 GC1040'INCH SQUARE CONCRETE RIGHT-OF-WAY MARKER, AND 1.4 FEET NORTHEAST
 GC1040'OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 GC1040'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2585 ***********************************************************************
 FE2585  DESIGNATION -  MUNFORD MUNICIPAL TANK
 FE2585  PID         -  FE2585
 FE2585  STATE/COUNTY-  TN/TIPTON
 FE2585  USGS QUAD   -  MUNFORD (1983)
 FE2585
 FE2585                         *CURRENT SURVEY CONTROL
 FE2585  ___________________________________________________________________
 FE2585* NAD 83(1995)-  35 26 52.37508(N)    089 48 33.49184(W)     ADJUSTED  
 FE2585* NAVD 88     -                                                        
 FE2585  ___________________________________________________________________
 FE2585  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FE2585  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FE2585
 FE2585  HORZ ORDER  -  THIRD
 FE2585
 FE2585.The horizontal coordinates were established by classical geodetic methods
 FE2585.and adjusted by the National Geodetic Survey in April 1999..
 FE2585
 FE2585
 FE2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2585
 FE2585.The geoid height was determined by GEOID03.
 FE2585
 FE2585;                    North         East     Units Scale Factor Converg.
 FE2585;SPC TN       -   130,388.090   254,258.476   MT  0.99997098   -2 13 48.4
 FE2585;SPC TN       -   427,781.59    834,179.68   sFT  0.99997098   -2 13 48.4
 FE2585;UTM  16      - 3,926,340.420   245,017.389   MT  1.00040129   -1 37 48.6
 FE2585
 FE2585                          SUPERSEDED SURVEY CONTROL
 FE2585
 FE2585  NAD 83(1995)-  35 26 52.38353(N)    089 48 33.49299(W) AD(       ) 4
 FE2585  NAD 83(1986)-  35 26 52.38697(N)    089 48 33.49334(W) AD(       ) 4
 FE2585  NAD 27      -  35 26 52.08800(N)    089 48 33.19400(W) AD(       ) 3
 FE2585
 FE2585.Superseded values are not recommended for survey control.
 FE2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2585.See file dsdata.txt to determine how the superseded data were derived.
 FE2585
 FE2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4501726340(NAD 83)
 FE2585_MARKER: 53 = ELEVATED TANK
 FE2585
 FE2585  HISTORY     - Date     Condition        Report By
 FE2585  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2585
 FE2585                          STATION DESCRIPTION
 FE2585
 FE2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2585'THE STATION IS THE FINIAL AT THE APEX OF THE WATER TANK.  THE TANK IS
 FE2585'SUPPORTED BY A 4 LEGGED STEEL STRUCTURE, SILVER COLORED AND THE
 FE2585'TOTAL HEIGHT IS ABOUT 85 FEET.  IT IS IN THE EASTERN PART OF THE
 FE2585'VILLAGE, 0.1 MILE NORTH OF THE MUNFORD-CROSSTOWN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0686 ***********************************************************************
 GC0686  DESIGNATION -  MURF
 GC0686  PID         -  GC0686
 GC0686  STATE/COUNTY-  TN/DAVIDSON
 GC0686  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0686
 GC0686                         *CURRENT SURVEY CONTROL
 GC0686  ___________________________________________________________________
 GC0686* NAD 83(1995)-  36 08 08.25787(N)    086 43 43.75202(W)     ADJUSTED  
 GC0686* NAVD 88     -       170.764  (meters)     560.25   (feet)  ADJUSTED  
 GC0686  ___________________________________________________________________
 GC0686  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GC0686  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0686  DYNAMIC HT  -         170.618 (meters)     559.77  (feet)  COMP
 GC0686  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC0686
 GC0686  HORZ ORDER  -  SECOND
 GC0686  VERT ORDER  -  SECOND    CLASS 0
 GC0686
 GC0686.The horizontal coordinates were established by classical geodetic methods
 GC0686.and adjusted by the National Geodetic Survey in April 1999..
 GC0686
 GC0686.The orthometric height was determined by differential leveling
 GC0686.and adjusted by the National Geodetic Survey in June 1991..
 GC0686
 GC0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0686
 GC0686.The geoid height was determined by GEOID03.
 GC0686
 GC0686.The dynamic height is computed by dividing the NAVD 88
 GC0686.geopotential number by the normal gravity value computed on the
 GC0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0686.degrees latitude (g = 980.6199 gals.).
 GC0686
 GC0686.The modeled gravity was interpolated from observed gravity values.
 GC0686
 GC0686;                    North         East     Units Scale Factor Converg.
 GC0686;SPC TN       -   200,208.275   534,402.689   MT  0.99996221   -0 25 36.0
 GC0686;SPC TN       -   656,849.98  1,753,286.16   sFT  0.99996221   -0 25 36.0
 GC0686;UTM  16      - 3,999,025.710   524,398.918   MT  0.99960733   +0 09 35.7
 GC0686
 GC0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0686!SPC TN       -   0.99997779  x   0.99996221  =   0.99994000
 GC0686!UTM  16      -   0.99997779  x   0.99960733  =   0.99958513
 GC0686
 GC0686|---------------------------------------------------------------------|
 GC0686| PID    Reference Object                     Distance      Geod. Az  |
 GC0686|                                                           dddmmss.s |
 GC0686| GC0687 MURF RM 1                                          10642     |
 GC0686| GC2263 NASHVILLE FERRO CORP STACK          APPROX. 2.4 KM 2745641.6 |
 GC0686| GC0653 NEGLEY                              APPROX. 4.2 KM 2844407.9 |
 GC0686| GC0685 MURF RM 2                            24.826 METERS 35822     |
 GC0686|---------------------------------------------------------------------|
 GC0686
 GC0686                          SUPERSEDED SURVEY CONTROL
 GC0686
 GC0686  NAD 83(1995)-  36 08 08.26001(N)    086 43 43.75420(W) AD(       ) 2
 GC0686  NAD 83(1995)-  36 08 08.26209(N)    086 43 43.75385(W) AD(       ) 2
 GC0686  NAD 83(1986)-  36 08 08.26798(N)    086 43 43.75506(W) AD(       ) 2
 GC0686  NAD 27      -  36 08 08.06170(N)    086 43 43.76190(W) AD(       ) 2
 GC0686  NGVD 29 (??/??/92)  170.781  (m)          560.30   (f) ADJ UNCH    2 0
 GC0686
 GC0686.Superseded values are not recommended for survey control.
 GC0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0686.See file dsdata.txt to determine how the superseded data were derived.
 GC0686
 GC0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2439999026(NAD 83)
 GC0686_MARKER: DE = TRAVERSE STATION DISK
 GC0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0686_STAMPING: MURF 1959
 GC0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0686+STABILITY: SURFACE MOTION
 GC0686
 GC0686  HISTORY     - Date     Condition        Report By
 GC0686  HISTORY     - 1959     MONUMENTED       CGS
 GC0686  HISTORY     - 1960     GOOD             NGS
 GC0686  HISTORY     - 1970     MARK NOT FOUND   NGS
 GC0686
 GC0686                          STATION DESCRIPTION
 GC0686
 GC0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0686'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF THE BUSINESS
 GC0686'SECTION OF NASHVILLE, 2 MILES SOUTH OF THE CUMBERLAND RIVER, AND 0.15
 GC0686'MILE SOUTH OF U.S. HIGHWAY 70 SOUTH.
 GC0686'
 GC0686'TO REACH THE STATION FROM THE INTERSECTION OF MURFREESBORO PIKE AND
 GC0686'ARLINGTON AVENUE (ABOUT 1.4 MILES SOUTHEAST OF THE EASTERN CITY
 GC0686'LIMITS OF NASHVILLE) GO SOUTHEASTERLY ON MURFREESBORO PIKE (U.S.
 GC0686'HIGHWAY 70 SOUTH) FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 GC0686'ONTO CRUCHFIELD AVENUE AND GO SOUTH FOR 0.05 MILE TO A SIDE ROAD LEFT
 GC0686'AT SIGN HIX TOURIST.  TURN LEFT AND GO 0.05 MILE TO A FORK.
 GC0686'TAKE THE LEFT FORK, STRAIGHT AHEAD, AND GO 0.05 MILE TO A WIRE GATE
 GC0686'ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, AND GO
 GC0686'0.05 MILE TO A WOODEN GATE AND THE STATION AS DESCRIBED BELOW.
 GC0686'
 GC0686'THE STATION MARK, A STANDARD DISK STAMPED MURF 1959, IS SET IN THE
 GC0686'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GC0686'SURFACE OF THE GROUND.  IT IS 52 FEET SOUTH OF A WOODEN GATE, 51 FEET
 GC0686'EAST OF THE SOUTHEAST CORNER OF A BUILDING THAT IS PAINTED
 GC0686'RED IN COLOR, 27 FEET WEST OF A TREE, AND 10 FEET WEST OF A WITNESS
 GC0686'SIGN.
 GC0686'
 GC0686'THE UNDERGROUND STATION MARK IS A STANDARD DISK SAMPED MURF 1959 AND
 GC0686'IS SET ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GC0686'
 GC0686'REFERENCE MARK 1, A STANDARD DISK STAMPED MURF NO. 1 1959, IS SET IN
 GC0686'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 GC0686'SURFACE OF THE GROUND.  IT IS 25 FEET SOUTH OF A LARGE TREE AND 2
 GC0686'FEET SOUTH OF A WIRE FENCE.
 GC0686'
 GC0686'REFERENCE MARK 2, A STANDARD DISK STAMPED MURF NO. 2 1959, IS SET IN
 GC0686'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 GC0686'SURFACE OF THE GROUND.  IT IS 23 FEET NORTH OF THE NORTHEAST CORNER
 GC0686'OF A SHED THAT IS PAINTED RED IN COLOR, 7 FEET NORTH OF A GATE
 GC0686'AND 2 FEET SOUTH OF A WIRE FENCE.
 GC0686'
 GC0686'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 GC0686
 GC0686                          STATION RECOVERY (1960)
 GC0686
 GC0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0686'5.2 MI SE FROM NASHVILLE.
 GC0686'FROM THE RAILROAD STATION IN NASHVILLE, GO ABOUT 3.3 MILES
 GC0686'SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY,
 GC0686'THEN 1.1 MILES NORTH ON FOSTER AVENUE, THEN 0.6 MILE EAST ON
 GC0686'U.S. HIGHWAY 70S, THEN 0.1 MILE SOUTH ON CRUTCHFIELD AVENUE TO
 GC0686'THE HIX COURTS SIGN, THEN 0.15 MILE EAST ON A TRACK ROAD, THEN
 GC0686'ABOUT 100 YARDS SOUTH.  THE STATION MARK IS 65.4 FT. SOUTH OF
 GC0686'THE NORTHEAST CORNER OF A SHED, 52 FT. SOUTHWEST OF A FENCE, 30
 GC0686'FT. NORTHWEST OF A 24-INCH TREE, 14 FT. NORTHWEST OF A FENCE
 GC0686'CORNER, AND 11.3 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK IS
 GC0686'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0686
 GC0686                          STATION RECOVERY (1970)
 GC0686
 GC0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GC0686'A THOROUGH AND EXTENDED SEARCH HAS BEEN MADE FOR THIS STATION AND
 GC0686'THE REFERENCE MARKS, AND THEY CANNOT BE FOUND.  IT IS THOUGHT THAT
 GC0686'THE ENTIRE STATION HAS BEEN DESTROYED BY THE GRADING FOR A
 GC0686'CONSTRUCTION CAMP SITE.  PIECES OF CONCRETE HAVE BEEN FOUND IN THE
 GC0686'AREA, BUT THEIR IDENTIFICATION AS PART OF THE CONCRETE MONUMENTS
 GC0686'IS NOT CERTAIN.  THE STATION WAS USED BY THE TENNESSEE HIGHWAY
 GC0686'DEPARTMENT IN OBTAINING THE CO-ORDINATES FOR RIGHT-OF-WAY
 GC0686'MARKERS ALONG THE INTERSTATE, BUT THE COMPUTATIONS MADE FROM
 GC0686'THESE POSITIONS BACK TO THE STATION SITE HAVE PRODUCED NO RESULTS.
 GC0686'
 GC0686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.75 SOUTHEAST OF
 GC0686'DOWNTOWN NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0687 ***********************************************************************
 GC0687  DESIGNATION -  MURF RM 1
 GC0687  PID         -  GC0687
 GC0687  STATE/COUNTY-  TN/DAVIDSON
 GC0687  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0687
 GC0687                         *CURRENT SURVEY CONTROL
 GC0687  ___________________________________________________________________
 GC0687* NAD 83(1986)-  36 08 08.     (N)    086 43 43.     (W)     SCALED    
 GC0687* NAVD 88     -       170.028  (meters)     557.83   (feet)  ADJUSTED  
 GC0687  ___________________________________________________________________
 GC0687  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0687  DYNAMIC HT  -         169.883 (meters)     557.36  (feet)  COMP
 GC0687  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GC0687
 GC0687  VERT ORDER  -  SECOND    CLASS 0
 GC0687
 GC0687.The horizontal coordinates were scaled from a topographic map and have
 GC0687.an estimated accuracy of +/- 6 seconds.
 GC0687
 GC0687.The orthometric height was determined by differential leveling
 GC0687.and adjusted by the National Geodetic Survey in June 1991..
 GC0687
 GC0687.The geoid height was determined by GEOID03.
 GC0687
 GC0687.The dynamic height is computed by dividing the NAVD 88
 GC0687.geopotential number by the normal gravity value computed on the
 GC0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0687.degrees latitude (g = 980.6199 gals.).
 GC0687
 GC0687.The modeled gravity was interpolated from observed gravity values.
 GC0687
 GC0687;                    North         East    Units  Estimated Accuracy
 GC0687;SPC TN       -   200,200.      534,420.      MT  (+/- 180 meters Scaled)
 GC0687
 GC0687                          SUPERSEDED SURVEY CONTROL
 GC0687
 GC0687  NGVD 29 (??/??/92)  170.046  (m)          557.89   (f) ADJ UNCH    2 0
 GC0687
 GC0687.Superseded values are not recommended for survey control.
 GC0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0687.See file dsdata.txt to determine how the superseded data were derived.
 GC0687
 GC0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE244990(NAD 83)
 GC0687_MARKER: DR = REFERENCE MARK DISK
 GC0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0687_STAMPING: MARF NO 1 1959
 GC0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0687+STABILITY: SURFACE MOTION
 GC0687
 GC0687  HISTORY     - Date     Condition        Report By
 GC0687  HISTORY     - 1959     MONUMENTED       CGS
 GC0687  HISTORY     - 1960     GOOD             NGS
 GC0687
 GC0687                          STATION DESCRIPTION
 GC0687
 GC0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0687'5.2 MI SE FROM NASHVILLE.
 GC0687'THIS MARK IS LOCATED AT THE MURF 1959 STATION SITE, 125 FT. EAST
 GC0687'OF THE STATION MARK, 50 FT. NORTHWEST OF A HEDGE AND FENCE
 GC0687'CORNER, 27 FT. NORTHEAST OF A 40-INCH HACKBERRY TREE, AND 1.5
 GC0687'FT. SOUTHWEST OF A FENCE.  THE DISK IS SET IN TOP OF A CONCRETE
 GC0687'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1669 ***********************************************************************
 FD1669  DESIGNATION -  MURFPORT
 FD1669  PID         -  FD1669
 FD1669  STATE/COUNTY-  TN/RUTHERFORD
 FD1669  USGS QUAD   -  WALTERHILL (1998)
 FD1669
 FD1669                         *CURRENT SURVEY CONTROL
 FD1669  ___________________________________________________________________
 FD1669* NAD 83(1995)-  35 52 36.85252(N)    086 22 44.34554(W)     ADJUSTED  
 FD1669* NAVD 88     -       185.9    (meters)     610.     (feet)  VERTCON   
 FD1669  ___________________________________________________________________
 FD1669  X           -     326,781.113 (meters)                     COMP
 FD1669  Y           -  -5,163,812.929 (meters)                     COMP
 FD1669  Z           -   3,717,225.113 (meters)                     COMP
 FD1669  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FD1669  ELLIP HEIGHT-         157.04  (meters)          (04/12/99) GPS OBS
 FD1669  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FD1669
 FD1669  HORZ ORDER  -  THIRD
 FD1669  ELLP ORDER  -  FOURTH    CLASS I
 FD1669
 FD1669.This mark is at Murfreesboro Airport (MBT)
 FD1669
 FD1669.The horizontal coordinates were established by GPS observations
 FD1669.and adjusted by the National Geodetic Survey in April 1999..
 FD1669
 FD1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1669
 FD1669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1669
 FD1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1669
 FD1669.The ellipsoidal height was determined by GPS observations
 FD1669.and is referenced to NAD 83.
 FD1669
 FD1669.The geoid height was determined by GEOID03.
 FD1669
 FD1669;                    North         East     Units Scale Factor Converg.
 FD1669;SPC TN       -   171,323.857   565,778.143   MT  0.99994868   -0 13 18.7
 FD1669;SPC TN       -   562,085.02  1,856,223.79   sFT  0.99994868   -0 13 18.7
 FD1669;UTM  16      - 3,970,473.434   556,057.817   MT  0.99963872   +0 21 50.2
 FD1669
 FD1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1669!SPC TN       -   0.99997535  x   0.99994868  =   0.99992403
 FD1669!UTM  16      -   0.99997535  x   0.99963872  =   0.99961408
 FD1669
 FD1669                          SUPERSEDED SURVEY CONTROL
 FD1669
 FD1669  NAD 83(1995)-  35 52 36.85441(N)    086 22 44.34948(W) AD(       ) 3
 FD1669  NGVD 29 (09/17/90)  185.9    (m)          610.     (f) GPS OBS        
 FD1669
 FD1669.Superseded values are not recommended for survey control.
 FD1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1669.See file dsdata.txt to determine how the superseded data were derived.
 FD1669
 FD1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5605870473(NAD 83)
 FD1669_MARKER: F = FLANGE-ENCASED ROD
 FD1669_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FD1669+WITH SETTING: INFORMATION.
 FD1669_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1669_MARK LOGO: NGS   
 FD1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1669+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1990
 FD1669
 FD1669  HISTORY     - Date     Condition        Report By
 FD1669  HISTORY     - 1987     MONUMENTED       NGS
 FD1669  HISTORY     - 19900105 GOOD
 FD1669  HISTORY     - 19930619 GOOD             WOOLPT
 FD1669
 FD1669                          STATION DESCRIPTION
 FD1669
 FD1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1669'1.15 MILES NORTH ALONG US HIGHWAY 231 FROM THE JUNCTION OF STATE
 FD1669'HIGHWAY 96 EAST, JUST NORTH OF MURFREESBORO, TO THE JUNCTION OF A
 FD1669'PAVED ROAD EAST TO THE MURFREESBORO MUNICIPAL AIRPORT, THENCE 0.25
 FD1669'MILE EAST ALONG PAVED ROAD TO THE AIRPORT OFFICE, CONTINUE 0.1 MILE
 FD1669'EASTERLY ACROSS TAXIWAY TO A WIND SOCK AND MARK, A 3-D MARK, A STAIN
 FD1669'LESS STEEL ROD DRIVEN 5.0 FEET TO REFUSAL, 3 INCHES BELOW GROUND,
 FD1669'ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE, ENCASED IN A 5 INC
 FD1669'PVC PIPE WITH LOGO CAP ---STAMPED MURFPORT 1987, 1 INCH BELOW GROUND A
 FD1669'REBAR WAS PLACED IN CONCRETE, 0.05 MILE NORTHEAST OF NORTHEAST EDGE OF
 FD1669'TAXIWAY, 0.10 MILE EAST OF OFFICE, 29.5 FEET NORTHWEST OF CENTER POLE
 FD1669'OF THREE SUPPORTING WIND SOCK, 135.1 FEET SOUTHWEST OF A STEEL PIPE
 FD1669'SUPPORTING A WIND INDICATOR, AND 1.0 FOOT SOUTHWEST OF A FIBERGLASS
 FD1669'WITNESS POST.  NOTE--  NO CONTACT NEEDED.
 FD1669
 FD1669                          STATION RECOVERY (1990)
 FD1669
 FD1669'RECOVERED 1990
 FD1669'RECOVERED IN GOOD CONDITION.
 FD1669
 FD1669                          STATION RECOVERY (1993)
 FD1669
 FD1669'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TFM)
 FD1669'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1670 ***********************************************************************
 FD1670  DESIGNATION -  MURFPORT AZ MK
 FD1670  PID         -  FD1670
 FD1670  STATE/COUNTY-  TN/RUTHERFORD
 FD1670  USGS QUAD   -  MURFREESBORO (1983)
 FD1670
 FD1670                         *CURRENT SURVEY CONTROL
 FD1670  ___________________________________________________________________
 FD1670* NAD 83(1995)-  35 52 26.14418(N)    086 22 40.69478(W)     ADJUSTED  
 FD1670* NAVD 88     -       186.3    (meters)     611.     (feet)  VERTCON   
 FD1670  ___________________________________________________________________
 FD1670  X           -     326,884.753 (meters)                     COMP
 FD1670  Y           -  -5,164,000.566 (meters)                     COMP
 FD1670  Z           -   3,716,957.954 (meters)                     COMP
 FD1670  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 FD1670  ELLIP HEIGHT-         157.52  (meters)          (04/12/99) GPS OBS
 FD1670  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FD1670
 FD1670  HORZ ORDER  -  THIRD
 FD1670  ELLP ORDER  -  FOURTH    CLASS I
 FD1670
 FD1670.This mark is at Murfreesboro Airport (MBT)
 FD1670
 FD1670.The horizontal coordinates were established by GPS observations
 FD1670.and adjusted by the National Geodetic Survey in April 1999..
 FD1670
 FD1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1670
 FD1670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1670
 FD1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1670
 FD1670.The ellipsoidal height was determined by GPS observations
 FD1670.and is referenced to NAD 83.
 FD1670
 FD1670.The geoid height was determined by GEOID03.
 FD1670
 FD1670;                    North         East     Units Scale Factor Converg.
 FD1670;SPC TN       -   170,993.477   565,868.440   MT  0.99994864   -0 13 16.6
 FD1670;SPC TN       -   561,001.10  1,856,520.04   sFT  0.99994864   -0 13 16.6
 FD1670;UTM  16      - 3,970,144.097   556,151.458   MT  0.99963885   +0 21 52.3
 FD1670
 FD1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1670!SPC TN       -   0.99997528  x   0.99994864  =   0.99992392
 FD1670!UTM  16      -   0.99997528  x   0.99963885  =   0.99961414
 FD1670
 FD1670                          SUPERSEDED SURVEY CONTROL
 FD1670
 FD1670  NAD 83(1995)-  35 52 26.14608(N)    086 22 40.69875(W) AD(       ) 3
 FD1670  NGVD 29 (09/17/90)  186.3    (m)          611.     (f) GPS OBS        
 FD1670
 FD1670.Superseded values are not recommended for survey control.
 FD1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1670.See file dsdata.txt to determine how the superseded data were derived.
 FD1670
 FD1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5615170144(NAD 83)
 FD1670_MARKER: I = METAL ROD
 FD1670_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FD1670_SP_SET: OBJECT DRIVEN INTO GROUND
 FD1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1670+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1990
 FD1670
 FD1670  HISTORY     - Date     Condition        Report By
 FD1670  HISTORY     - 1987     MONUMENTED       NGS
 FD1670  HISTORY     - 19900105 GOOD
 FD1670
 FD1670                          STATION DESCRIPTION
 FD1670
 FD1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DBC)
 FD1670'1.15 MILES NORTH ALONG US HIGHWAY 231 FROM THE JUNCTION OF STATE
 FD1670'HIGHWAY 96 EAST JUST NORTH OF MURFREESBORO, TO THE JUNCTION OF A
 FD1670'PAVED ROAD EAST TO THE MURFREESBORO MUNICIPAL AIRPORT THENCE 0.25
 FD1670'MILE EAST ALONG PAVED ROAD TO THE AIRPORT OFFICE, THENCE 0.35 MILE
 FD1670'SOUTHEASTERLY ALONG TAXIWAY PASSING MURFPORT 1987, TO THE MARK ON LEFT
 FD1670'BETWEEN TAXIWAY AND RUNWAY DIRECTLY ACROSS RUNWAY FROM THE MOST
 FD1670'NORTHERLY ONE OF TWO VASI, ALSO JUST PAST THE 5TH BLUE RUNLIGHT ON
 FD1670'EAST SIDE OF TAXIWAY, NORTH OF THE TAXIWAY CROSSOVER, A 3-D MARK, A
 FD1670'STAINLESS STEEL ROD DRIVEN 1.0. FEET TO REFUSAL, 3 INCHES BELOW
 FD1670'GROUND, ENCASED IN A 3 FOOT GREASED FILLED 1 INCH PVC PIPE ENCASED IN
 FD1670'A 5 INCH PVC PIPE WITH LOGO CAP ---STAMPED MURFPORT AZ MK 1987, 1 INCH
 FD1670'BELOW GROUND WITH A REBAR IN CONCRETE, 25.9 FEET EAST OF EAST EDGE OF
 FD1670'TAXIWAY, 24.8 FEET WEST OF WEST EDGE OF RUNWAY, 188.0 FEET SOUTHWEST
 FD1670'OF TAXIWAY CROSSOVER, AND 1.1 FEET NORTHEAST OF A FIBERGLASS WITNESS
 FD1670'POST.
 FD1670
 FD1670                          STATION RECOVERY (1990)
 FD1670
 FD1670'RECOVERED 1990
 FD1670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1421 ***********************************************************************
 FD1421  DESIGNATION -  MURFREESBORO
 FD1421  PID         -  FD1421
 FD1421  STATE/COUNTY-  TN/RUTHERFORD
 FD1421  USGS QUAD   -  MURFREESBORO (1983)
 FD1421
 FD1421                         *CURRENT SURVEY CONTROL
 FD1421  ___________________________________________________________________
 FD1421* NAD 83(1995)-  35 49 42.39139(N)    086 22 48.34872(W)     ADJUSTED  
 FD1421* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 FD1421  ___________________________________________________________________
 FD1421  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 FD1421  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD1421
 FD1421  HORZ ORDER  -  SECOND
 FD1421
 FD1421.The horizontal coordinates were established by classical geodetic methods
 FD1421.and adjusted by the National Geodetic Survey in April 1999..
 FD1421
 FD1421.The orthometric height was scaled from a topographic map.
 FD1421
 FD1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1421
 FD1421.The geoid height was determined by GEOID03.
 FD1421
 FD1421;                    North         East     Units Scale Factor Converg.
 FD1421;SPC TN       -   165,947.465   565,656.850   MT  0.99994841   -0 13 21.1
 FD1421;SPC TN       -   544,445.97  1,855,825.85   sFT  0.99994841   -0 13 21.1
 FD1421;UTM  16      - 3,965,097.749   555,991.501   MT  0.99963863   +0 21 46.4
 FD1421
 FD1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1421!SPC TN       -   0.99997359  x   0.99994841  =   0.99992200
 FD1421!UTM  16      -   0.99997359  x   0.99963863  =   0.99961223
 FD1421
 FD1421:                Primary Azimuth Mark                     Grid Az
 FD1421:SPC TN       -  MURFREESBORO S MUNICIPAL TANK            002 20 50.4
 FD1421:UTM  16      -  MURFREESBORO S MUNICIPAL TANK            001 45 42.9
 FD1421
 FD1421|---------------------------------------------------------------------|
 FD1421| PID    Reference Object                     Distance      Geod. Az  |
 FD1421|                                                           dddmmss.s |
 FD1421| FD1420 MURFREESBORO S MUNICIPAL TANK       APPROX. 2.3 KM 0020729.3 |
 FD1421| FD1413 AIRWAY BEACON 19                    APPROX. 7.0 KM 1892800.8 |
 FD1421| CG6163 MURFREESBORO RM 1                    12.552 METERS 23033     |
 FD1421| CG6164 MURFREESBORO RM 2                    23.585 METERS 32551     |
 FD1421| CG6162 MURFREESBORO AZ MK                                 3284621.0 |
 FD1421|---------------------------------------------------------------------|
 FD1421
 FD1421                          SUPERSEDED SURVEY CONTROL
 FD1421
 FD1421  NAD 83(1995)-  35 49 42.39725(N)    086 22 48.35135(W) AD(       ) 2
 FD1421  NAD 83(1986)-  35 49 42.40246(N)    086 22 48.34916(W) AD(       ) 2
 FD1421  NAD 27      -  35 49 42.16500(N)    086 22 48.39000(W) AD(       ) 2
 FD1421
 FD1421.Superseded values are not recommended for survey control.
 FD1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1421.See file dsdata.txt to determine how the superseded data were derived.
 FD1421
 FD1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5599265098(NAD 83)
 FD1421_MARKER: DS = TRIANGULATION STATION DISK
 FD1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1421
 FD1421  HISTORY     - Date     Condition        Report By
 FD1421  HISTORY     - 1934     MONUMENTED       CGS
 FD1421  HISTORY     - 1937     SEE DESCRIPTION  TNHD
 FD1421  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FD1421
 FD1421                          STATION DESCRIPTION
 FD1421
 FD1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1421'ABOUT 1.45 MILES SOUTHEAST OF JAMES K POLK HOTEL IN MURFREESBORO, ON
 FD1421'RIGHT-OF-WAY OF U
 FD1421'S ROUTE 41, 21.0 FEET EAST OF CENTER LINE OF ROAD,
 FD1421'3.5 FEET SOUTHWEST OF FENCE LINE,
 FD1421'AND 90.47 FEET SOUTHEAST OF
 FD1421'TELEPHONE POLE NO 21.  SURFACE AND UNDERGROUND MARKS
 FD1421'ARE STANDARD
 FD1421'DISK STATION MARKS IN CONCRETE.  REFERENCE AND
 FD1421'AZIMUTH MARKS ARE
 FD1421'STANDARD REFERENCE DISKS IN CONCRETE.  NO
 FD1421'1 IS ON RIGHT-OF-WAY OF ROUTE 41,
 FD1421'20.0 FEET SOUTHWEST OF CENTER LINE
 FD1421'OF ROAD, 1.0 FOOT EAST OF FENCE LINE, AND 41.18 FEET
 FD1421'FROM STATION
 FD1421'S 50 DEG 33 MIN W.  NO 2 ON RIGHT-OF-WAY OF ROUTE 41, IS 23.0
 FD1421'FEET NORTHEAST OF
 FD1421'CENTER LINE OF ROAD, 1.5 FEET SOUTHWEST OF FENCE
 FD1421'LINE, 13.09 FEET SOUTHWEST OF
 FD1421'TELEPHONE POLE NO 21, AND 77.38 FEET
 FD1421'FROM STATION N 34 DEG 09 MIN W.  AZIMUTH
 FD1421'MARK IS ON
 FD1421'RIGHT-OF-WAY OF ROUTE 41, 20.0 FEET SOUTHWEST OF CENTER LINE OF
 FD1421'ROAD, 2 FEET
 FD1421'NORTHEAST OF FENCE LINE, AND 0.4 MILE FROM STATION
 FD1421'N 31 DEG 13 MIN W.
 FD1421'FOLLOWING DISTANCES AND BEARINGS ARE FROM
 FD1421'STATION-MURFREESBORO, FIRST METHODIST
 FD1421'CHURCH, STEEPLE, 0.75 MILE, N 25 DEG 34 MIN W.
 FD1421'MURFREESBORO, BLACK WATER TANK, BALL
 FD1421'ON TOP, 1.5
 FD1421'MILES, N 02 DEG 08 MIN E, TEACHERS COLLEGE CAMPUS, BRICK STACK,
 FD1421'1.0 MILE, N 22 DEG 48 MIN E.
 FD1421'AND AIRWAY BEACON NO 19 (SEE
 FD1421'DESCRIPTION THEREOF), 4.3 MILES, S 9
 FD1421'DEG 28 MIN W.
 FD1421
 FD1421                          STATION RECOVERY (1937)
 FD1421
 FD1421'RECOVERY NOTE BY TN HIGHWAY DEPT 1937
 FD1421'LETTER FROM JOHN P BROWN, RESIDENT ENGINEER, DEPARTMENT OF HIGHWAYS
 FD1421'AND PUBLIC WORKS,
 FD1421'MURFREESBORO, TENNESSEE, DATED NOVEMBER 18, 1937-
 FD1421'
 FD1421'WE SHIFTED BOTH STATION AND MARKER NW ON THE ORIGINAL LINE, SO THE
 FD1421'AZIMUTH OF THE
 FD1421'LINE REMAINS THE SAME.  THE LOCATION AND DESCRIPTION
 FD1421'OF THESE POINTS SHOULD BE GIVEN
 FD1421'AS FOLLOWS-
 FD1421'
 FD1421'ABOUT 1.45 MILES SE OF THE JAMES K POLK HOTEL IN MURFREESBORO ON
 FD1421'RIGHT-OF-WAY OF U
 FD1421'S HIGHWAY 41, 37.5 FEET NE OF CENTER LINE.
 FD1421'
 FD1421'STATION, REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 FD1421'SET IN CONCRETE.
 FD1421'
 FD1421'REFERENCE MARK NO 1 IS ON SW RIGHT-OF-WAY LINE, 77.2 FEET FROM
 FD1421'STATION
 FD1421'S 59 DEG 31 MIN W, AND REFERENCE MARK NO 2 IS
 FD1421'ON NE RIGHT-OF-WAY LINE 73.85 FEET
 FD1421'FROM STATION N 32 DEG 38 MIN W.
 FD1421'
 FD1421'AZIMUTH MARK IS 40 FEET SW OF CENTER LINE OF HIGHWAY 41, AND 0.35
 FD1421'MILE FROM STATION
 FD1421'N 31 DEG 13 MIN W.
 FD1421'
 FD1421'FOLLOWING DISTANCES AND BEARINGS FROM THE STATION-FIRST METHODIST
 FD1421'CHURCH STEEPLE,
 FD1421'MURFREESBORO, 1.5 MILES, N 25 DEG 11 MIN W.
 FD1421'MURFREESBORO WATER TANK, BALL ON
 FD1421'TOP, 1.5 MILES, N 04 DEG 19 MIN E.
 FD1421'TEACHERS COLLEGE CAMPUS, BRICK STACK, 1.0
 FD1421'MILE, N 25 DEG 36 MIN E.
 FD1421'AIRWAY BEACON NO 19, 4.3 MILES, S 8 DEG 39 MIN W.
 FD1421
 FD1421                          STATION RECOVERY (1959)
 FD1421
 FD1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 FD1421'THE AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  A NEW
 FD1421'STREET HAS BEEN
 FD1421'CONSTRUCTED AND THE STATION MARK WAS DESTROYED DURING THE
 FD1421'CONSTRUCTION.
 FD1421'
 FD1421'THE AZIMUTH MARK IS SITUATED ALONG THE SOUTHWEST SIDE OF U S HIGHWAY
 FD1421'41 AND A SHORT
 FD1421'DISTANCE SOUTH OF THE INTERSECTION OF TREMEONT DRIVE.
 FD1421'REFERENCE MARK 1 IS SITUATED
 FD1421'ALONG THE SOUTHWEST SIDE OF U S HIGHWAY
 FD1421'41 AND A SHORT DISTANCE SOUTH OF PRIVATE DRIVE
 FD1421'LEADING INTO BRICK
 FD1421'HOUSE NO 1202.  REFERENCE MARK 2 IS SITUATED ALONG THE NORTHEAST
 FD1421'SIDE OF U S
 FD1421'HIGHWAY 41 AND DIRECTLY ACROSS HIGHWAY FROM THE BRICK HOUSE NO
 FD1421'1202.  THE MARK IS 3 FEET
 FD1421'NORTHWEST OF A KIWANIS SIGN.
 FD1421'
 FD1421'NO ATTEMPT WAS MADE TO RECOVER THE UNDERGROUND STATION MARK.  THE
 FD1421'STATION SITE IS NOW NEAR
 FD1421'THE CENTER OF NEW CONSTRUCTED STREET WHICH LEADS
 FD1421'NORTHEAST FROM THE HIGHWAY.
 FD1421'
 FD1421'ALL MARKS RECOVERED ARE STAMPED MURFREESBORO 2 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0060 ***********************************************************************
 FD0060  DESIGNATION -  MURFREESBORO 2
 FD0060  PID         -  FD0060
 FD0060  STATE/COUNTY-  TN/RUTHERFORD
 FD0060  USGS QUAD   -  MURFREESBORO (1983)
 FD0060
 FD0060                         *CURRENT SURVEY CONTROL
 FD0060  ___________________________________________________________________
 FD0060* NAD 83(1986)-  35 49 46.     (N)    086 22 52.     (W)     SCALED    
 FD0060* NAVD 88     -       195.727  (meters)     642.15   (feet)  ADJUSTED  
 FD0060  ___________________________________________________________________
 FD0060  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0060  DYNAMIC HT  -         195.555 (meters)     641.58  (feet)  COMP
 FD0060  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FD0060
 FD0060  VERT ORDER  -  FIRST     CLASS II
 FD0060
 FD0060.The horizontal coordinates were scaled from a topographic map and have
 FD0060.an estimated accuracy of +/- 6 seconds.
 FD0060
 FD0060.The orthometric height was determined by differential leveling
 FD0060.and adjusted by the National Geodetic Survey in June 1991..
 FD0060
 FD0060.The geoid height was determined by GEOID03.
 FD0060
 FD0060.The dynamic height is computed by dividing the NAVD 88
 FD0060.geopotential number by the normal gravity value computed on the
 FD0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0060.degrees latitude (g = 980.6199 gals.).
 FD0060
 FD0060.The modeled gravity was interpolated from observed gravity values.
 FD0060
 FD0060;                    North         East    Units  Estimated Accuracy
 FD0060;SPC TN       -   166,060.      565,570.      MT  (+/- 180 meters Scaled)
 FD0060
 FD0060                          SUPERSEDED SURVEY CONTROL
 FD0060
 FD0060  NGVD 29 (??/??/92)  195.735  (m)          642.17   (f) ADJ UNCH    1 2
 FD0060
 FD0060.Superseded values are not recommended for survey control.
 FD0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0060.See file dsdata.txt to determine how the superseded data were derived.
 FD0060
 FD0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE558652(NAD 83)
 FD0060_MARKER: DS = TRIANGULATION STATION DISK
 FD0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0060_STAMPING: MURFREESBORO 2 1937
 FD0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0060+STABILITY: SURFACE MOTION
 FD0060
 FD0060  HISTORY     - Date     Condition        Report By
 FD0060  HISTORY     - 1937     MONUMENTED       CGS
 FD0060
 FD0060                          STATION DESCRIPTION
 FD0060
 FD0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FD0060'1.4 MI SE FROM MURFREESBORO.
 FD0060'1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE COURT
 FD0060'HOUSE AT MURFREESBORO, 308 FEET NORTHWEST OF THE CENTER OF THE
 FD0060'JUNCTION OF A DRIVE EAST TO A 2-STORY RED BRICK HOUSE, 66 FEET
 FD0060'EAST OF THE CENTER OF THE JUNCTION OF A DRIVE SOUTHWEST TO A
 FD0060'2-STORY RED BRICK HOUSE, 74 FEET SOUTHEAST OF R.M. NO. 2,
 FD0060'77 1/2 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM R.M. NO. 1,
 FD0060'4 1/2 FEET SOUTHEAST OF TELEPHONE POLE 21, 4 FEET SOUTHWEST OF
 FD0060'A FENCE LINE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 FD0060'1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FD0060'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0061 ***********************************************************************
 FD0061  DESIGNATION -  MURFREESBORO 2 RM 1
 FD0061  PID         -  FD0061
 FD0061  STATE/COUNTY-  TN/RUTHERFORD
 FD0061  USGS QUAD   -  MURFREESBORO (1983)
 FD0061
 FD0061                         *CURRENT SURVEY CONTROL
 FD0061  ___________________________________________________________________
 FD0061* NAD 83(1986)-  35 49 46.     (N)    086 22 52.     (W)     SCALED    
 FD0061* NAVD 88     -       195.833  (meters)     642.50   (feet)  ADJUSTED  
 FD0061  ___________________________________________________________________
 FD0061  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0061  DYNAMIC HT  -         195.661 (meters)     641.93  (feet)  COMP
 FD0061  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FD0061
 FD0061  VERT ORDER  -  FIRST     CLASS II
 FD0061
 FD0061.The horizontal coordinates were scaled from a topographic map and have
 FD0061.an estimated accuracy of +/- 6 seconds.
 FD0061
 FD0061.The orthometric height was determined by differential leveling
 FD0061.and adjusted by the National Geodetic Survey in June 1991..
 FD0061
 FD0061.The geoid height was determined by GEOID03.
 FD0061
 FD0061.The dynamic height is computed by dividing the NAVD 88
 FD0061.geopotential number by the normal gravity value computed on the
 FD0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0061.degrees latitude (g = 980.6199 gals.).
 FD0061
 FD0061.The modeled gravity was interpolated from observed gravity values.
 FD0061
 FD0061;                    North         East    Units  Estimated Accuracy
 FD0061;SPC TN       -   166,060.      565,570.      MT  (+/- 180 meters Scaled)
 FD0061
 FD0061                          SUPERSEDED SURVEY CONTROL
 FD0061
 FD0061  NGVD 29 (??/??/92)  195.841  (m)          642.52   (f) ADJ UNCH    1 2
 FD0061
 FD0061.Superseded values are not recommended for survey control.
 FD0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0061.See file dsdata.txt to determine how the superseded data were derived.
 FD0061
 FD0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE558652(NAD 83)
 FD0061_MARKER: DR = REFERENCE MARK DISK
 FD0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0061_STAMPING: MURFREESBORO 2 NO 1 1937
 FD0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0061+STABILITY: SURFACE MOTION
 FD0061
 FD0061  HISTORY     - Date     Condition        Report By
 FD0061  HISTORY     - 1937     MONUMENTED       CGS
 FD0061
 FD0061                          STATION DESCRIPTION
 FD0061
 FD0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FD0061'1.4 MI SE FROM MURFREESBORO.
 FD0061'1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE COURT
 FD0061'HOUSE AT MURFREESBORO, 154 FEET EAST OF THE EAST CORNER OF A
 FD0061'2-STORY RED BRICK HOUSE, 105 FEET SOUTH-SOUTHWEST AND ACROSS
 FD0061'THE HIGHWAY FROM R.M. NO. 2, 77 1/2 FEET SOUTHWEST AND ACROSS
 FD0061'THE HIGHWAY FROM THE STATION MARK, 40 1/2 FEET SOUTHWEST OF
 FD0061'THE CENTER LINE OF THE HIGHWAY, 54 FEET SOUTHEAST OF THE CENTER
 FD0061'LINE OF THE DRIVE TO HOUSE, 22 FEET SOUTHEAST OF A FENCE CORNER,
 FD0061'18 FEET SOUTHEAST OF POWER POLE NO. MED 2027, 1 FOOT SOUTHWEST
 FD0061'OF A FENCE LINE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS
 FD0061'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 FD0061'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0059 ***********************************************************************
 FD0059  DESIGNATION -  MURFREESBORO 2 RM 2
 FD0059  PID         -  FD0059
 FD0059  STATE/COUNTY-  TN/RUTHERFORD
 FD0059  USGS QUAD   -  MURFREESBORO (1983)
 FD0059
 FD0059                         *CURRENT SURVEY CONTROL
 FD0059  ___________________________________________________________________
 FD0059* NAD 83(1986)-  35 49 46.     (N)    086 22 52.     (W)     SCALED    
 FD0059* NAVD 88     -       195.592  (meters)     641.70   (feet)  ADJUSTED  
 FD0059  ___________________________________________________________________
 FD0059  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FD0059  DYNAMIC HT  -         195.420 (meters)     641.14  (feet)  COMP
 FD0059  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 FD0059
 FD0059  VERT ORDER  -  FIRST     CLASS II
 FD0059
 FD0059.The horizontal coordinates were scaled from a topographic map and have
 FD0059.an estimated accuracy of +/- 6 seconds.
 FD0059
 FD0059.The orthometric height was determined by differential leveling
 FD0059.and adjusted by the National Geodetic Survey in June 1991..
 FD0059
 FD0059.The geoid height was determined by GEOID03.
 FD0059
 FD0059.The dynamic height is computed by dividing the NAVD 88
 FD0059.geopotential number by the normal gravity value computed on the
 FD0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0059.degrees latitude (g = 980.6199 gals.).
 FD0059
 FD0059.The modeled gravity was interpolated from observed gravity values.
 FD0059
 FD0059;                    North         East    Units  Estimated Accuracy
 FD0059;SPC TN       -   166,060.      565,570.      MT  (+/- 180 meters Scaled)
 FD0059
 FD0059                          SUPERSEDED SURVEY CONTROL
 FD0059
 FD0059  NGVD 29 (??/??/92)  195.600  (m)          641.73   (f) ADJ UNCH    1 2
 FD0059
 FD0059.Superseded values are not recommended for survey control.
 FD0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0059.See file dsdata.txt to determine how the superseded data were derived.
 FD0059
 FD0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE558652(NAD 83)
 FD0059_MARKER: DR = REFERENCE MARK DISK
 FD0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0059_STAMPING: MURFREESBORO 2 NO 2 1937
 FD0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0059+STABILITY: SURFACE MOTION
 FD0059
 FD0059  HISTORY     - Date     Condition        Report By
 FD0059  HISTORY     - 1937     MONUMENTED       CGS
 FD0059  HISTORY     - 1949     GOOD             NGS
 FD0059
 FD0059                          STATION DESCRIPTION
 FD0059
 FD0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD0059'1.4 MI SE FROM MURFREESBORO.
 FD0059'1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE COURT HOUSE
 FD0059'AT MURFREESBORO, 105 FEET NORTH-NORTHEAST AND ACROSS THE HIGHWAY
 FD0059'FROM R.M. NO. 1, 74 FEET NORTHWEST OF THE STATION MARK, 71 FEET
 FD0059'NORTHWEST OF TELEPHONE POLE NO. 21, 41 FEET NORTH-NORTHEAST
 FD0059'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVE
 FD0059'SOUTHWEST TO A 2-STORY RED BRICK HOUSE, 37 FEET NORTHEAST OF THE
 FD0059'CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHWEST OF A FENCE LINE,
 FD0059'1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 FD0059'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0059'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1415 ***********************************************************************
 FD1415  DESIGNATION -  MURFREESBORO CARNATION CO STK
 FD1415  PID         -  FD1415
 FD1415  STATE/COUNTY-  TN/RUTHERFORD
 FD1415  USGS QUAD   -  MURFREESBORO (1983)
 FD1415
 FD1415                         *CURRENT SURVEY CONTROL
 FD1415  ___________________________________________________________________
 FD1415* NAD 83(1995)-  35 50 55.96616(N)    086 24 08.01379(W)     ADJUSTED  
 FD1415* NAVD 88     -                                                        
 FD1415  ___________________________________________________________________
 FD1415  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FD1415  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1415
 FD1415  HORZ ORDER  -  THIRD
 FD1415
 FD1415.The horizontal coordinates were established by classical geodetic methods
 FD1415.and adjusted by the National Geodetic Survey in April 1999..
 FD1415
 FD1415
 FD1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1415
 FD1415.The geoid height was determined by GEOID03.
 FD1415
 FD1415;                    North         East     Units Scale Factor Converg.
 FD1415;SPC TN       -   168,222.977   563,666.727   MT  0.99994843   -0 14 07.7
 FD1415;SPC TN       -   551,911.55  1,849,296.59   sFT  0.99994843   -0 14 07.7
 FD1415;UTM  16      - 3,967,352.104   553,978.856   MT  0.99963590   +0 21 00.3
 FD1415
 FD1415                          SUPERSEDED SURVEY CONTROL
 FD1415
 FD1415  NAD 83(1995)-  35 50 55.97248(N)    086 24 08.01632(W) AD(       ) 4
 FD1415  NAD 83(1986)-  35 50 55.97766(N)    086 24 08.01409(W) AD(       ) 4
 FD1415  NAD 27      -  35 50 55.74400(N)    086 24 08.05400(W) AD(       ) 3
 FD1415
 FD1415.Superseded values are not recommended for survey control.
 FD1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1415.See file dsdata.txt to determine how the superseded data were derived.
 FD1415
 FD1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5397967352(NAD 83)
 FD1415_MARKER: 63 = STACK
 FD1415
 FD1415  HISTORY     - Date     Condition        Report By
 FD1415  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1415
 FD1415                          STATION DESCRIPTION
 FD1415
 FD1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1415'IT IS A REINFORCED CONCRETE STRUCTURE, PAINTED WHITE WITH A 20 FOOT
 FD1415'SECTION AT THE TOP PAINTED
 FD1415'BLACK.  IT IS 20 FEET IN DIAMETER AT THE BASE AND 5.5
 FD1415'FEET INSIDE DIAMETER AT THE TOP.
 FD1415'THE OVER-ALL HEIGHT IS 180 FEET.
 FD1415'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 FD1415'
 FD1415'IT IS LOCATED AT THE CARNATION PLANT, 0.2 MILE SOUTHWEST OF U S
 FD1415'HIGHWAY 70S, ON CARNATION
 FD1415'LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1416 ***********************************************************************
 FD1416  DESIGNATION -  MURFREESBORO MID TENN ELEC MST
 FD1416  PID         -  FD1416
 FD1416  STATE/COUNTY-  TN/RUTHERFORD
 FD1416  USGS QUAD   -  MURFREESBORO (1983)
 FD1416
 FD1416                         *CURRENT SURVEY CONTROL
 FD1416  ___________________________________________________________________
 FD1416* NAD 83(1995)-  35 50 59.53393(N)    086 23 33.19022(W)     ADJUSTED  
 FD1416* NAVD 88     -                                                        
 FD1416  ___________________________________________________________________
 FD1416  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FD1416  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FD1416
 FD1416  HORZ ORDER  -  THIRD
 FD1416
 FD1416.The horizontal coordinates were established by classical geodetic methods
 FD1416.and adjusted by the National Geodetic Survey in April 1999..
 FD1416
 FD1416
 FD1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1416
 FD1416.The geoid height was determined by GEOID03.
 FD1416
 FD1416;                    North         East     Units Scale Factor Converg.
 FD1416;SPC TN       -   168,329.385   564,540.949   MT  0.99994844   -0 13 47.3
 FD1416;SPC TN       -   552,260.66  1,852,164.76   sFT  0.99994844   -0 13 47.3
 FD1416;UTM  16      - 3,967,467.406   554,851.672   MT  0.99963707   +0 21 20.8
 FD1416
 FD1416                          SUPERSEDED SURVEY CONTROL
 FD1416
 FD1416  NAD 83(1995)-  35 50 59.54029(N)    086 23 33.19276(W) AD(       ) 4
 FD1416  NAD 83(1986)-  35 50 59.54549(N)    086 23 33.19049(W) AD(       ) 4
 FD1416  NAD 27      -  35 50 59.31200(N)    086 23 33.23200(W) AD(       ) 3
 FD1416
 FD1416.Superseded values are not recommended for survey control.
 FD1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1416.See file dsdata.txt to determine how the superseded data were derived.
 FD1416
 FD1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5485267467(NAD 83)
 FD1416_MARKER: 42 = RADIO/TV MAST
 FD1416
 FD1416  HISTORY     - Date     Condition        Report By
 FD1416  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1416
 FD1416                          STATION DESCRIPTION
 FD1416
 FD1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1416'IT IS A 4-LEGGED SELF SUPPORTING STEEL STRUCTURE, PAINTED RED AND
 FD1416'WHITE ALTERNATELY,
 FD1416'WITH A RED LIGHT AT THE TOP AND CENTER.  THE OVER-ALL
 FD1416'HEIGHT IS 150 FEET.  THE RED
 FD1416'LIGHT AT THE TOP AND CENTER WAS THE
 FD1416'POINT INTERSECTED.
 FD1416'
 FD1416'IT IS LOCATED AT 415 N MAPLE ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1417 ***********************************************************************
 FD1417  DESIGNATION -  MURFREESBORO N MUNICIPAL TANK
 FD1417  PID         -  FD1417
 FD1417  STATE/COUNTY-  TN/RUTHERFORD
 FD1417  USGS QUAD   -  MURFREESBORO (1983)
 FD1417
 FD1417                         *CURRENT SURVEY CONTROL
 FD1417  ___________________________________________________________________
 FD1417* NAD 83(1995)-  35 51 39.54820(N)    086 23 57.84103(W)     ADJUSTED  
 FD1417* NAVD 88     -                                                        
 FD1417  ___________________________________________________________________
 FD1417  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FD1417  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD1417
 FD1417  HORZ ORDER  -  THIRD
 FD1417
 FD1417.The horizontal coordinates were established by classical geodetic methods
 FD1417.and adjusted by the National Geodetic Survey in April 1999..
 FD1417
 FD1417
 FD1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1417
 FD1417.The geoid height was determined by GEOID03.
 FD1417
 FD1417;                    North         East     Units Scale Factor Converg.
 FD1417;SPC TN       -   169,565.102   563,927.460   MT  0.99994851   -0 14 01.8
 FD1417;SPC TN       -   556,314.84  1,850,152.01   sFT  0.99994851   -0 14 01.8
 FD1417;UTM  16      - 3,968,696.404   554,225.780   MT  0.99963623   +0 21 06.7
 FD1417
 FD1417                          SUPERSEDED SURVEY CONTROL
 FD1417
 FD1417  NAD 83(1995)-  35 51 39.55455(N)    086 23 57.84366(W) AD(       ) 4
 FD1417  NAD 83(1986)-  35 51 39.55978(N)    086 23 57.84140(W) AD(       ) 4
 FD1417  NAD 27      -  35 51 39.32700(N)    086 23 57.88300(W) AD(       ) 3
 FD1417
 FD1417.Superseded values are not recommended for survey control.
 FD1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1417.See file dsdata.txt to determine how the superseded data were derived.
 FD1417
 FD1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5422668696(NAD 83)
 FD1417_MARKER: 53 = ELEVATED TANK
 FD1417
 FD1417  HISTORY     - Date     Condition        Report By
 FD1417  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1417
 FD1417                          STATION DESCRIPTION
 FD1417
 FD1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1417'IT IS AN 8-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, PAINTED
 FD1417'SILVER, WITH A DOMED ROOF
 FD1417'AND HAS A 3 FOOT FINIAL AT THE TOP AND CENTER.  THE
 FD1417'OVER-ALL HEIGHT IS 156 FEET.  THE
 FD1417'FINIAL AT THE TOP AND CENTER WAS
 FD1417'THE POINT INTERSECTED.
 FD1417'
 FD1417'IT IS LOCATED ON THE EAST SIDE OF JONES BLVD, MIDWAY BETWEEN LYNN ST
 FD1417'AND CLARK BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1418 ***********************************************************************
 FD1418  DESIGNATION -  MURFREESBORO RAD STA WGNS MAST
 FD1418  PID         -  FD1418
 FD1418  STATE/COUNTY-  TN/RUTHERFORD
 FD1418  USGS QUAD   -  MURFREESBORO (1983)
 FD1418
 FD1418                         *CURRENT SURVEY CONTROL
 FD1418  ___________________________________________________________________
 FD1418* NAD 83(1995)-  35 50 23.97224(N)    086 23 25.09628(W)     ADJUSTED  
 FD1418* NAVD 88     -                                                        
 FD1418  ___________________________________________________________________
 FD1418  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 FD1418  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FD1418
 FD1418  HORZ ORDER  -  THIRD
 FD1418
 FD1418.The horizontal coordinates were established by classical geodetic methods
 FD1418.and adjusted by the National Geodetic Survey in April 1999..
 FD1418
 FD1418
 FD1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1418
 FD1418.The geoid height was determined by GEOID03.
 FD1418
 FD1418;                    North         East     Units Scale Factor Converg.
 FD1418;SPC TN       -   167,232.586   564,739.666   MT  0.99994841   -0 13 42.6
 FD1418;SPC TN       -   548,662.24  1,852,816.72   sFT  0.99994841   -0 13 42.6
 FD1418;UTM  16      - 3,966,373.035   555,061.522   MT  0.99963736   +0 21 25.2
 FD1418
 FD1418                          SUPERSEDED SURVEY CONTROL
 FD1418
 FD1418  NAD 83(1995)-  35 50 23.97857(N)    086 23 25.09868(W) AD(       ) 4
 FD1418  NAD 83(1986)-  35 50 23.98376(N)    086 23 25.09644(W) AD(       ) 4
 FD1418  NAD 27      -  35 50 23.75000(N)    086 23 25.13800(W) AD(       ) 3
 FD1418
 FD1418.Superseded values are not recommended for survey control.
 FD1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1418.See file dsdata.txt to determine how the superseded data were derived.
 FD1418
 FD1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5506266373(NAD 83)
 FD1418_MARKER: 42 = RADIO/TV MAST
 FD1418
 FD1418  HISTORY     - Date     Condition        Report By
 FD1418  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1418
 FD1418                          STATION DESCRIPTION
 FD1418
 FD1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1418'IT IS A 4-LEGGED, SELF-SUPPORTING STEEL STRUCTURE, PAINTED
 FD1418'ALTERNATELY RED AND WHITE,
 FD1418'WITH A RED LIGHT AT THE TOP.  THE OVER-ALL HEIGHT IS 328 FEET.
 FD1418'THE RED LIGHT AT THE TOP
 FD1418'WAS THE POINT INTERSECTED.
 FD1418'
 FD1418'IT IS LOCATED ABOUT 600 FEET SOUTHEAST OF THE INTERSECTION OF BROAD
 FD1418'STREET AND CHRUCH STREET,
 FD1418'AND IS THE MOST EASTERLY AND TALLEST MAST IN THE
 FD1418'SOUTHWEST SECTION OF
 FD1418'MURFREESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1419 ***********************************************************************
 FD1419  DESIGNATION -  MURFREESBORO RAD STA WMTS MAST
 FD1419  PID         -  FD1419
 FD1419  STATE/COUNTY-  TN/RUTHERFORD
 FD1419  USGS QUAD   -  MURFREESBORO (1983)
 FD1419
 FD1419                         *CURRENT SURVEY CONTROL
 FD1419  ___________________________________________________________________
 FD1419* NAD 83(1995)-  35 50 13.30410(N)    086 24 59.98416(W)     ADJUSTED  
 FD1419* NAVD 88     -                                                        
 FD1419  ___________________________________________________________________
 FD1419  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FD1419  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FD1419
 FD1419  HORZ ORDER  -  THIRD
 FD1419
 FD1419.The horizontal coordinates were established by classical geodetic methods
 FD1419.and adjusted by the National Geodetic Survey in April 1999..
 FD1419
 FD1419
 FD1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1419
 FD1419.The geoid height was determined by GEOID03.
 FD1419
 FD1419;                    North         East     Units Scale Factor Converg.
 FD1419;SPC TN       -   166,913.619   562,357.107   MT  0.99994840   -0 14 38.2
 FD1419;SPC TN       -   547,615.77  1,844,999.94   sFT  0.99994840   -0 14 38.2
 FD1419;UTM  16      - 3,966,029.846   552,683.091   MT  0.99963420   +0 20 29.5
 FD1419
 FD1419                          SUPERSEDED SURVEY CONTROL
 FD1419
 FD1419  NAD 83(1995)-  35 50 13.31036(N)    086 24 59.98666(W) AD(       ) 4
 FD1419  NAD 83(1986)-  35 50 13.31550(N)    086 24 59.98444(W) AD(       ) 4
 FD1419  NAD 27      -  35 50 13.08100(N)    086 25 00.02300(W) AD(       ) 3
 FD1419
 FD1419.Superseded values are not recommended for survey control.
 FD1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1419.See file dsdata.txt to determine how the superseded data were derived.
 FD1419
 FD1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5268366030(NAD 83)
 FD1419_MARKER: 42 = RADIO/TV MAST
 FD1419
 FD1419  HISTORY     - Date     Condition        Report By
 FD1419  HISTORY     - 1960     FIRST OBSERVED   CGS
 FD1419
 FD1419                          STATION DESCRIPTION
 FD1419
 FD1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1419'IT IS A STEEL TRUSSED STRUCTURE BY NUMEROUS GUY CABLES, IS PAINTED
 FD1419'ALTERNATELY RED
 FD1419'AND WHITE, AND HAS A RED LIGHT AT THE TOP.  THE
 FD1419'OVER-ALL HEIGHT IS 251 FEET.  THE
 FD1419'RED LIGHT AT THE TOP WAS THE POINT
 FD1419'INTERSECTED.
 FD1419'
 FD1419'IT IS LOCATED 0.45 MILE SOUTH OF THE INTERSECTION OF FRANKLIN ROAD
 FD1419'AND MALLORY LANE, AND IS
 FD1419'THE MOST WESTERLY MAST IN TE SOUTHWEST SECTION OF
 FD1419'MURFREESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1420 ***********************************************************************
 FD1420  DESIGNATION -  MURFREESBORO S MUNICIPAL TANK
 FD1420  PID         -  FD1420
 FD1420  STATE/COUNTY-  TN/RUTHERFORD
 FD1420  USGS QUAD   -  MURFREESBORO (1983)
 FD1420
 FD1420                         *CURRENT SURVEY CONTROL
 FD1420  ___________________________________________________________________
 FD1420* NAD 83(1995)-  35 50 58.16413(N)    086 22 44.89564(W)     ADJUSTED  
 FD1420* NAVD 88     -                                                        
 FD1420  ___________________________________________________________________
 FD1420  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FD1420  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FD1420
 FD1420  HORZ ORDER  -  THIRD
 FD1420
 FD1420.The horizontal coordinates were established by classical geodetic methods
 FD1420.and adjusted by the National Geodetic Survey in April 1999..
 FD1420
 FD1420
 FD1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1420
 FD1420.The geoid height was determined by GEOID03.
 FD1420
 FD1420;                    North         East     Units Scale Factor Converg.
 FD1420;SPC TN       -   168,282.391   565,752.563   MT  0.99994844   -0 13 19.1
 FD1420;SPC TN       -   552,106.48  1,856,139.87   sFT  0.99994844   -0 13 19.1
 FD1420;UTM  16      - 3,967,432.808   556,063.326   MT  0.99963873   +0 21 49.0
 FD1420
 FD1420                          SUPERSEDED SURVEY CONTROL
 FD1420
 FD1420  NAD 83(1995)-  35 50 58.17048(N)    086 22 44.89825(W) AD(       ) 4
 FD1420  NAD 83(1986)-  35 50 58.17570(N)    086 22 44.89599(W) AD(       ) 4
 FD1420  NAD 27      -  35 50 57.94200(N)    086 22 44.93700(W) AD(       ) 3
 FD1420
 FD1420.Superseded values are not recommended for survey control.
 FD1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1420.See file dsdata.txt to determine how the superseded data were derived.
 FD1420
 FD1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE5606367433(NAD 83)
 FD1420_MARKER: 53 = ELEVATED TANK
 FD1420
 FD1420  HISTORY     - Date     Condition        Report By
 FD1420  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1420  HISTORY     - 1960     GOOD             CGS
 FD1420
 FD1420                          STATION DESCRIPTION
 FD1420
 FD1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD1420'IT IS AN 8-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, PAINTED
 FD1420'SILVER, WITH A CONICAL
 FD1420'ROOF AND HAS A BALL AT THE APEX.  THE OVER-ALL HEIGHT
 FD1420'IS 160 FEET.  THE BALL AT THE
 FD1420'APEX WAS THE POINT INTERSECTED.
 FD1420'
 FD1420'IT IS AT THE INTERSECTION OF CROSSWAY AVE AND EWING BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2519 ***********************************************************************
 GC2519  DESIGNATION -  MURPHY
 GC2519  PID         -  GC2519
 GC2519  STATE/COUNTY-  TN/ROBERTSON
 GC2519  USGS QUAD   -  PLEASANT VIEW (1983)
 GC2519
 GC2519                         *CURRENT SURVEY CONTROL
 GC2519  ___________________________________________________________________
 GC2519* NAD 83(1995)-  36 24 35.47360(N)    087 00 49.06623(W)     ADJUSTED  
 GC2519* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 GC2519  ___________________________________________________________________
 GC2519  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GC2519  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 GC2519
 GC2519  HORZ ORDER  -  SECOND
 GC2519
 GC2519.The horizontal coordinates were established by classical geodetic methods
 GC2519.and adjusted by the National Geodetic Survey in April 1999..
 GC2519
 GC2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2519
 GC2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2519
 GC2519.The geoid height was determined by GEOID03.
 GC2519
 GC2519;                    North         East     Units Scale Factor Converg.
 GC2519;SPC TN       -   230,863.485   509,084.398   MT  0.99999880   -0 35 36.3
 GC2519;SPC TN       -   757,424.62  1,670,221.06   sFT  0.99999880   -0 35 36.3
 GC2519;UTM  16      - 4,029,408.873   498,777.992   MT  0.99960002   -0 00 29.1
 GC2519
 GC2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2519!SPC TN       -   0.99996708  x   0.99999880  =   0.99996588
 GC2519!UTM  16      -   0.99996708  x   0.99960002  =   0.99956711
 GC2519
 GC2519:                Primary Azimuth Mark                     Grid Az
 GC2519:SPC TN       -  MURPHY AZ MK                             052 29 13.2
 GC2519:UTM  16      -  MURPHY AZ MK                             051 54 06.0
 GC2519
 GC2519|---------------------------------------------------------------------|
 GC2519| PID    Reference Object                     Distance      Geod. Az  |
 GC2519|                                                           dddmmss.s |
 GC2519| CG6165 MURPHY AZ MK                                       0515336.9 |
 GC2519| CG6166 MURPHY RM 1                          28.446 METERS 07141     |
 GC2519| CG6167 MURPHY RM 2                          23.487 METERS 30126     |
 GC2519|---------------------------------------------------------------------|
 GC2519
 GC2519                          SUPERSEDED SURVEY CONTROL
 GC2519
 GC2519  NAD 83(1995)-  36 24 35.47485(N)    087 00 49.06827(W) AD(       ) 2
 GC2519  NAD 83(1995)-  36 24 35.47758(N)    087 00 49.06980(W) AD(       ) 2
 GC2519  NAD 83(1986)-  36 24 35.48334(N)    087 00 49.06983(W) AD(       ) 2
 GC2519  NAD 27      -  36 24 35.30500(N)    087 00 49.06620(W) AD(       ) 2
 GC2519  NGVD 29 (07/19/86)  239.3    (m)          785.     (f) VERT ANG       
 GC2519
 GC2519.Superseded values are not recommended for survey control.
 GC2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2519.See file dsdata.txt to determine how the superseded data were derived.
 GC2519
 GC2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF9877829409(NAD 83)
 GC2519_MARKER: DS = TRIANGULATION STATION DISK
 GC2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2519
 GC2519  HISTORY     - Date     Condition        Report By
 GC2519  HISTORY     - 1953     MONUMENTED       CGS
 GC2519  HISTORY     - 1965     GOOD             TNHD
 GC2519
 GC2519                          STATION DESCRIPTION
 GC2519
 GC2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2519'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SPRINGFIELD AND 1 MILE
 GC2519'NORTHEAST OF PLEASANT VIEW ON PROPERTY OWNED BY MR. LON MURPHY.
 GC2519'IT IS 66 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 49, 13 FEET
 GC2519'WEST OF A FENCE CORNER AND 13 FEET NORTH OF A WHITE WITNESS POST.
 GC2519'THE MARK IS FLUSH AND THE DISK IS STAMPED MURPHY 1953.
 GC2519'
 GC2519'REFERENCE MARK NO. 1 IS 32 FEET NORTHWEST OF THE CENTER OF THE
 GC2519'HIGHWAY AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK IS FLUSH AND
 GC2519'THE DISK IS STAMPED MURPHY NO 1 1953.
 GC2519'
 GC2519'REFERENCE MARK NO. 2 IS 5 FEET NORTHEAST OF A 14 INCH OAK TREE AND 1
 GC2519'FOOT NORTHEAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 GC2519'STAMPED MURPHY NO 2 1953.
 GC2519'
 GC2519'AZIMUTH MARK IS 28 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 49,
 GC2519'19 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET SOUTHWEST OF
 GC2519'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 GC2519'IS STAMPED MURPHY 1953.
 GC2519'
 GC2519'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41A AND STATE
 GC2519'HIGHWAY 49 IN THE VILLAGE OF PLEASANT VIEW, GO NORTHEAST ON
 GC2519'HIGHWAY 49 FOR 1.1 MILE TO THE STATION ON THE LEFT.  CONTINUE
 GC2519'NORTHEAST ON HIGHWAY FOR 1.0 MILE TO A CROSSROAD AND THE
 GC2519'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GC2519'
 GC2519'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2519
 GC2519                          STATION RECOVERY (1965)
 GC2519
 GC2519'RECOVERY NOTE BY TN HIGHWAY DEPT 1965 (TAG)
 GC2519'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GC2519'DESCRIBED.  DUE TO MINOR CHANGES, A NEW DESCRIPTION FOLLOWS-
 GC2519'
 GC2519'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SPRINGFIELD AND
 GC2519'ABOUT 1 MILE NORTHEAST OF PLEASANT VIEW.
 GC2519'
 GC2519'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 41A AND
 GC2519'STATE ROUTE 49 AT PLEASANT VIEW, GO 1.1 MILES NORTHEASTERLY ON
 GC2519'STATE ROUTE 49 TO A TRACK ROAD AND THE STATION ON THE LEFT.
 GC2519'
 GC2519'THE STATION IS 66 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE
 GC2519'ROUTE 49, 14 FEET WEST OF A TWIN-TRUNKED OAK TREE, 13 FEET
 GC2519'NORTHWEST OF A FENCE CORNER, 12 FEET NORTHEAST OF THE APPROXIMATE
 GC2519'CENTER OF THE TRACK ROAD, AND 11 FEET NORTHWEST OF A WHITE,
 GC2519'WOODEN, WITNESS POST.  THE SURFACE MARK IS A STANDARD U.S.C. AND G.S.
 GC2519'TRIANGULATION STATION DISK DISK SET IN THE TOP OF A 10-INCH,
 GC2519'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED MURPHY 1953.
 GC2519'
 GC2519'REFERENCE MARK NO. 1 IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GC2519'OF STATE ROUTE 49 AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE MARK
 GC2519'IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GC2519'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2519'MURPHY NO 1 1953.
 GC2519'
 GC2519'REFERENCE MARK NO. 2 IS 18 FEET SOUTHEAST OF AN 18-INCH OAK TREE, 16
 GC2519'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 1
 GC2519'FOOT NORTHEAST OF A FENCE.  THE MARK IS A STANDARD U.S.C. AND G.S.
 GC2519'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GC2519'CONCRETE MONUMENT AND THE DISK IS STAMPED MURPHY NO 2 1953.
 GC2519'
 GC2519'THE AZIMUTH MARK IS 23 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GC2519'STATE ROUTE 49, 19 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GC2519'GRAVELED ROAD AND 1.7 FEET WEST OF A METAL WITNESS POST AND SIGN.
 GC2519'THE MARK IS A STANDARD U.S.C. AND G.S.  AZIMUTH MARK DISK SET IN
 GC2519'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GC2519'2 INCHES AND THE DISK IS STAMPED MURPHY 1953.
 GC2519'
 GC2519'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON
 GC2519'STATE ROUTE 49 FOR 1.0 MILE TO A GRAVELED CROSSROAD AND THE
 GC2519'MARK ON THE RIGHT.
 GC2519'
 GC2519'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GC2519'
 GC2519'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3552 ***********************************************************************
 GA3552  DESIGNATION -  MYNATT
 GA3552  PID         -  GA3552
 GA3552  STATE/COUNTY-  TN/KNOX
 GA3552  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA3552
 GA3552                         *CURRENT SURVEY CONTROL
 GA3552  ___________________________________________________________________
 GA3552* NAD 83(1995)-  36 07 11.39290(N)    083 55 25.23080(W)     ADJUSTED  
 GA3552* NAVD 88     -       468.8    (meters)    1538.     (feet)  VERTCON   
 GA3552  ___________________________________________________________________
 GA3552  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GA3552  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3552
 GA3552  HORZ ORDER  -  SECOND
 GA3552
 GA3552.The horizontal coordinates were established by classical geodetic methods
 GA3552.and adjusted by the National Geodetic Survey in April 1999..
 GA3552
 GA3552.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3552
 GA3552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3552
 GA3552.The geoid height was determined by GEOID03.
 GA3552
 GA3552;                    North         East     Units Scale Factor Converg.
 GA3552;SPC TN       -   200,194.078   786,904.119   MT  0.99996080   +1 12 56.0
 GA3552;SPC TN       -   656,803.40  2,581,701.26   sFT  0.99996080   +1 12 56.0
 GA3552;UTM  17      - 4,001,199.209   236,860.196   MT  1.00045326   -1 43 27.9
 GA3552;UTM  16      - 4,001,623.773   776,882.693   MT  1.00054473   +1 48 52.5
 GA3552
 GA3552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3552!SPC TN       -   0.99993125  x   0.99996080  =   0.99989206
 GA3552!UTM  17      -   0.99993125  x   1.00045326  =   1.00038448
 GA3552!UTM  16      -   0.99993125  x   1.00054473  =   1.00047594
 GA3552
 GA3552|---------------------------------------------------------------------|
 GA3552| PID    Reference Object                     Distance      Geod. Az  |
 GA3552|                                                           dddmmss.s |
 GA3552| DB9809 MYNATT RM 1                          23.446 METERS 01504     |
 GA3552| GA2569 MYNATT AZ MK                        APPROX. 1.5 KM 0324859.9 |
 GA3552| DB9810 MYNATT RM 2                          21.320 METERS 25401     |
 GA3552|---------------------------------------------------------------------|
 GA3552
 GA3552                          SUPERSEDED SURVEY CONTROL
 GA3552
 GA3552  NAD 83(1995)-  36 07 11.39894(N)    083 55 25.23031(W) AD(       ) 2
 GA3552  NAD 83(1995)-  36 07 11.39993(N)    083 55 25.22989(W) AD(       ) 2
 GA3552  NAD 83(1995)-  36 07 11.40021(N)    083 55 25.23062(W) AD(       ) 2
 GA3552  NAD 83(1986)-  36 07 11.40522(N)    083 55 25.22847(W) AD(       ) 2
 GA3552  NAD 27      -  36 07 11.11489(N)    083 55 25.55453(W) AD(       ) 2
 GA3552  NGVD 29 (07/19/86)  468.9    (m)         1538.     (f) VERT ANG       
 GA3552
 GA3552.Superseded values are not recommended for survey control.
 GA3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3552.See file dsdata.txt to determine how the superseded data were derived.
 GA3552
 GA3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3686001199(NAD 83)
 GA3552_MARKER: DD = SURVEY DISK
 GA3552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3552
 GA3552  HISTORY     - Date     Condition        Report By
 GA3552  HISTORY     - 1964     MONUMENTED       TNHD
 GA3552
 GA3552                          STATION DESCRIPTION
 GA3552
 GA3552'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GA3552'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF DOWNTOWN KNOXVILLE ON
 GA3552'THE PROPERTY OF W.H.
 GA3552'MYNATT.
 GA3552'
 GA3552'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND ST. RT. 131
 GA3552'AT HALLS CROSSROADS, GO
 GA3552'3.0 MILES NORTH ON ST.  RT.  33 TO FOUST HOLLOW RD.
 GA3552'ON THE LEFT*, TURN LEFT AND GO
 GA3552'0.4 MILE NORTH ON THE PAVED ROAD TO
 GA3552'FR.  SUMPTER RD.  AND A CREEK FORD ON THE LEFT,
 GA3552'TURN LEFT AND GO 0.6
 GA3552'MILE WEST ON THE PAVED ROAD TO A WOOD GATE ON THE LEFT, TURN LEFT,
 GA3552'PASSING THROUGH
 GA3552'THE GATE, AND GO 0.1 MILE SOUTH ON THE TRACK ROAD
 GA3552'THROUGH THE WOODS TO A FORK, TAKE
 GA3552'THE LEFT FORK AND GO 0.45 MILE
 GA3552'SOUTH TO A GAP AND A CLEARED FIELD, TURN RIGHT AND
 GA3552'GO 0.1 MILE NORTH
 GA3552'TO THE STATION AT THE WEST EDGE OF THE FIELD.
 GA3552'
 GA3552'THE STATION IS 20 FEET NORTHEAST OF A 4-INCH PINE TREE AND 3.2 FEET
 GA3552'EAST OF A WITNESS POST.
 GA3552'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GA3552'TENNESSEE HIGHWAY DEPARTMENT
 GA3552'DISKS AND THE DISKS ARE STAMPED MYNATT
 GA3552'1964.  THE SURFACE DISK IS SET IN A 10-INCH
 GA3552'SQUARE, FLUSH, CONCRETE
 GA3552'MONUMENT.
 GA3552'
 GA3552'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE FIELD AND IT IS 34
 GA3552'FEET EAST OF A 4-INCH PINE
 GA3552'TREE AND 24 FEET SOUTHWEST OF A FENCE.  IT IS A
 GA3552'STANDARD TENNESSEE HIGHWAY
 GA3552'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3552'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3552'STAMPED MYNATT RM-1 1964.
 GA3552'
 GA3552'REFERENCE MARK NO. 2 IS 15 FEET EAST OF A 4-INCH PINE TREE AND 9 FEET
 GA3552'SOUTH OF A 4-INCH PINE
 GA3552'TREE.  IT IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3552'DISK AND THE DISK IS STAMPED
 GA3552'MYNATT RM-2 1964.
 GA3552'
 GA3552'THE AZIMUTH MARK IS 19 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED
 GA3552'ROAD, 8 FEET WEST OF THE
 GA3552'EDGE OF THE BANK OF A HIGHWAY CUT AND 2.7 FEET WEST
 GA3552'OF A WITNESS POST.  IT IS A
 GA3552'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA3552'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA3552'MONUMENT AND THE DISK
 GA3552'IS STAMPED MYNATT AZI 1964.
 GA3552'
 GA3552'TO REACH THE AZIMUTH MARK*, CONTINUE STRAIGHT AHEAD ON ST. RT. 33 FOR
 GA3552'0.4 MILE NORTH TO A PAVED
 GA3552'DRIVE ON THE LEFT, TURN LEFT AND GO 0.2 MILE NORTH
 GA3552'TO THE MARK ON THE RIGHT AS
 GA3552'DESCRIBED.
 GA3552'
 GA3552'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 GA3552'
 GA3552'ALL OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 GA3552'
 GA3552'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2569 ***********************************************************************
 GA2569  DESIGNATION -  MYNATT AZ MK
 GA2569  PID         -  GA2569
 GA2569  STATE/COUNTY-  TN/KNOX
 GA2569  USGS QUAD   -  BIG RIDGE PARK (1987)
 GA2569
 GA2569                         *CURRENT SURVEY CONTROL
 GA2569  ___________________________________________________________________
 GA2569* NAD 83(1995)-  36 07 53.24843(N)    083 54 51.95727(W)     ADJUSTED  
 GA2569* NAVD 88     -       386.984  (meters)    1269.63   (feet)  ADJUSTED  
 GA2569  ___________________________________________________________________
 GA2569  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GA2569  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2569  DYNAMIC HT  -         386.627 (meters)    1268.46  (feet)  COMP
 GA2569  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 GA2569
 GA2569  HORZ ORDER  -  SECOND
 GA2569  VERT ORDER  -  SECOND    CLASS 0
 GA2569
 GA2569.The horizontal coordinates were established by classical geodetic methods
 GA2569.and adjusted by the National Geodetic Survey in April 1999..
 GA2569
 GA2569.The orthometric height was determined by differential leveling
 GA2569.and adjusted by the National Geodetic Survey in June 1991..
 GA2569
 GA2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2569
 GA2569.The geoid height was determined by GEOID03.
 GA2569
 GA2569.The dynamic height is computed by dividing the NAVD 88
 GA2569.geopotential number by the normal gravity value computed on the
 GA2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2569.degrees latitude (g = 980.6199 gals.).
 GA2569
 GA2569.The modeled gravity was interpolated from observed gravity values.
 GA2569
 GA2569;                    North         East     Units Scale Factor Converg.
 GA2569;SPC TN       -   201,501.521   787,708.498   MT  0.99996183   +1 13 15.5
 GA2569;SPC TN       -   661,092.91  2,584,340.30   sFT  0.99996183   +1 13 15.5
 GA2569;UTM  17      - 4,002,464.290   237,731.005   MT  1.00044762   -1 43 10.0
 GA2569
 GA2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2569!SPC TN       -   0.99994409  x   0.99996183  =   0.99990592
 GA2569!UTM  17      -   0.99994409  x   1.00044762  =   1.00039168
 GA2569
 GA2569                          SUPERSEDED SURVEY CONTROL
 GA2569
 GA2569  NAD 83(1995)-  36 07 53.25454(N)    083 54 51.95693(W) AD(       ) 2
 GA2569  NAD 83(1995)-  36 07 53.25551(N)    083 54 51.95646(W) AD(       ) 2
 GA2569  NAD 83(1995)-  36 07 53.25596(N)    083 54 51.95716(W) AD(       ) 2
 GA2569  NAD 83(1986)-  36 07 53.26091(N)    083 54 51.95503(W) AD(       ) 2
 GA2569  NAD 27      -  36 07 52.97100(N)    083 54 52.28103(W) AD(       ) 2
 GA2569  NGVD 29 (??/??/??)  387.14   (m)         1270.1    (f) RESET       3  
 GA2569
 GA2569.Superseded values are not recommended for survey control.
 GA2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2569.See file dsdata.txt to determine how the superseded data were derived.
 GA2569
 GA2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA3773102464(NAD 83)
 GA2569_MARKER: DD = SURVEY DISK
 GA2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2569_STAMPING: MYNATT AZI 1964
 GA2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2569+STABILITY: SURFACE MOTION
 GA2569
 GA2569  HISTORY     - Date     Condition        Report By
 GA2569  HISTORY     - 1964     MONUMENTED       TNHD
 GA2569  HISTORY     - 1964     GOOD             TNHD
 GA2569  HISTORY     - 1980     GOOD             NGS
 GA2569
 GA2569                          STATION DESCRIPTION
 GA2569
 GA2569'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2569'TO REACH THE STATION FROM THE JUNCTION OF ST. RT. 33 AND ST. RT. 131
 GA2569'AT HALLS CROSSROADS, GO
 GA2569'3.0 MILES NORTH ON ST.  RT.  33 TO FOUST HOLLOW RD.
 GA2569'ON THE LEFT.
 GA2569'CONTINUE STRAIGHT AHEAD ON ST. RT. 33 FOR
 GA2569'0.4 MILE NORTH TO A PAVED
 GA2569'DRIVE ON THE LEFT, TURN LEFT AND GO 0.2 MILE NORTH
 GA2569'TO THE MARK ON THE RIGHT AS
 GA2569'DESCRIBED.
 GA2569'
 GA2569'THE AZIMUTH MARK IS 19 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED
 GA2569'ROAD, 8 FEET WEST OF THE
 GA2569'EDGE OF THE BANK OF A HIGHWAY CUT AND 2.7 FEET WEST
 GA2569'OF A WITNESS POST.  IT IS A
 GA2569'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GA2569'DISK SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GA2569'MONUMENT AND THE DISK
 GA2569'IS STAMPED MYNATT AZI 1964.
 GA2569
 GA2569                          STATION RECOVERY (1964)
 GA2569
 GA2569'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2569'15 MI N FROM KNOXVILLE.
 GA2569'FROM THE JUNCTION OF STATE ROUTE 33 AND STATE ROUTE 131 NEAR HALLS
 GA2569'CROSSROADS, GO 3.0 MILES NORTH ON STATE ROUTE 33 TO FOUST HOLLOW
 GA2569'ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD ON STATE ROUTE 33 FOR
 GA2569'0.4 MILE NORTH TO A PAVED DRIVE ON THE LEFT, TURN LEFT AND GO 0.2
 GA2569'MILE NORTH ON THE PAVED DRIVE TO THE AZIMUTH MARK ON THE RIGHT.
 GA2569'THE AZIMUTH MARK IS 19 FEET EAST OF THE APPROXIMATE CENTER OF A
 GA2569'PAVED DRIVE, 8 FEET WEST OF THE EDGE OF THE BANK OF A HIGHWAY CUT
 GA2569'AND 2.7 FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE MARK IS
 GA2569'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2569'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2569
 GA2569                          STATION RECOVERY (1980)
 GA2569
 GA2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1510 ***********************************************************************
 GD1510  DESIGNATION -  MYRTLE
 GD1510  PID         -  GD1510
 GD1510  STATE/COUNTY-  TN/GIBSON
 GD1510  USGS QUAD   -  DYER (1985)
 GD1510
 GD1510                         *CURRENT SURVEY CONTROL
 GD1510  ___________________________________________________________________
 GD1510* NAD 83(1995)-  36 02 26.62083(N)    088 57 33.16891(W)     ADJUSTED  
 GD1510* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 GD1510  ___________________________________________________________________
 GD1510  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GD1510  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1510
 GD1510  HORZ ORDER  -  SECOND
 GD1510
 GD1510.The horizontal coordinates were established by classical geodetic methods
 GD1510.and adjusted by the National Geodetic Survey in April 1999..
 GD1510
 GD1510.The orthometric height was scaled from a topographic map.
 GD1510
 GD1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1510
 GD1510.The geoid height was determined by GEOID03.
 GD1510
 GD1510;                    North         East     Units Scale Factor Converg.
 GD1510;SPC TN       -   193,465.620   333,376.313   MT  0.99995488   -1 43 56.8
 GD1510;SPC TN       -   634,728.45  1,093,752.12   sFT  0.99995488   -1 43 56.8
 GD1510;UTM  16      - 3,990,241.679   323,500.900   MT  0.99998386   -1 09 10.9
 GD1510
 GD1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1510!SPC TN       -   0.99998214  x   0.99995488  =   0.99993702
 GD1510!UTM  16      -   0.99998214  x   0.99998386  =   0.99996600
 GD1510
 GD1510|---------------------------------------------------------------------|
 GD1510| PID    Reference Object                     Distance      Geod. Az  |
 GD1510|                                                           dddmmss.s |
 GD1510| CG4638 MYRTLE RM 1                          25.355 METERS 02204     |
 GD1510| FE2401 TRENTON COUNTY CTHSE TOWER          APPROX. 6.8 KM 1663205.0 |
 GD1510| FE2400 TRENTON BROWN SHOE TANK             APPROX. 8.2 KM 1732621.4 |
 GD1510| CG4639 MYRTLE RM 2                          25.036 METERS 22828     |
 GD1510| CG4637 MYRTLE AZ MK                                       3453945.2 |
 GD1510|---------------------------------------------------------------------|
 GD1510
 GD1510                          SUPERSEDED SURVEY CONTROL
 GD1510
 GD1510  NAD 83(1995)-  36 02 26.62403(N)    088 57 33.17175(W) AD(       ) 2
 GD1510  NAD 83(1995)-  36 02 26.62423(N)    088 57 33.17179(W) AD(       ) 2
 GD1510  NAD 83(1986)-  36 02 26.63240(N)    088 57 33.16874(W) AD(       ) 2
 GD1510  NAD 27      -  36 02 26.38760(N)    088 57 32.92970(W) AD(       ) 2
 GD1510
 GD1510.Superseded values are not recommended for survey control.
 GD1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1510.See file dsdata.txt to determine how the superseded data were derived.
 GD1510
 GD1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE2350190242(NAD 83)
 GD1510_MARKER: DS = TRIANGULATION STATION DISK
 GD1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1510
 GD1510  HISTORY     - Date     Condition        Report By
 GD1510  HISTORY     - 1958     MONUMENTED       CGS
 GD1510  HISTORY     - 1959     GOOD             CGS
 GD1510  HISTORY     - 1967     GOOD             CGS
 GD1510
 GD1510                          STATION DESCRIPTION
 GD1510
 GD1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 GD1510'THE STATION IS ABOUT 4-1/2 MILES NORTH OF TRENTON, ABOUT 3 MILES
 GD1510'SOUTHEAST OF DYER AND ON PROPERTY OWNED BY MR. JOHN B. OWENS.  IT IS
 GD1510'90.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. OWENS FRAME
 GD1510'HOUSE, 31 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 21 FEET
 GD1510'SOUTH OF A WHITE WITNESS POST AND 16 FEET SOUTHEAST OF A FENCE.  THE
 GD1510'MONUMENT IS FLUSH AND THE DISK IS STAMPED MYRTLE 1958.
 GD1510'
 GD1510'TO REACH THE STATION FROM THE COURTHOUSE IN TRENTON, GO NORTH AND
 GD1510'NORTHWEST ON U.S. HIGHWAY 45W FOR 3.9 MILES TO A SIDE ROAD RIGHT.
 GD1510'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO A
 GD1510'CHURCH CRIERS CHAPEL ON THE LEFT AND A SIDE ROAD LEFT.  TURN LEFT
 GD1510'AND GO NORTH ON THE GRAVELED ROAD FOR 0.7 MILE TO A HOUSE ON THE
 GD1510'RIGHT AND THE STATION AS DESCRIBED.
 GD1510'
 GD1510'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON THE
 GD1510'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GD1510'
 GD1510'REFERENCE MARK 1 IS 62 FEET NORTHEAST OF THE WHITE WITNESS POST, 25
 GD1510'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY AND 1 FOOT WEST OF
 GD1510'A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MYRTLE NO 1
 GD1510'1958.
 GD1510'
 GD1510'REFERENCE MARK 2 IS 19 FEET SOUTH OF AN 8 INCH CEDAR TREE AND 1 FOOT
 GD1510'SOUTHEAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1510'MYRTLE NO 2 1958.
 GD1510'
 GD1510'THE AZIMUTH MARK IS 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GD1510'FRAME HOUSE, 59 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 30
 GD1510'FEET WEST OF THE NORTHWEST CORNER OF A BARN, 3 FEET WEST OF A WHITE
 GD1510'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH
 GD1510'AND THE DISK IS STAMPED MYRTLE 1958.
 GD1510
 GD1510                          STATION RECOVERY (1959)
 GD1510
 GD1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1510'THE STATION WAS RECOVERED AS DESCRIBED AND THE ONLY DIFFERENCE NOTED
 GD1510'WAS IN THE DISTANCE TO REFERENCE MARK 1, THE DISTANCE BEING 0.05
 GD1510'FOOT SHORTER THAN PREVIOUSLY MEASURED.  THE DIRECTIONS TO ALL MARKS
 GD1510'CHECKED.
 GD1510
 GD1510                          STATION RECOVERY (1967)
 GD1510
 GD1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1510'THIS STATION RECOVERED AS DESCRIBED
 GD1510'WITH THE
 GD1510'FOLLOWING ADDED NOTATIONS.
 GD1510'
 GD1510'THE STATION IS NOW 0.7 OF A FOOT NORTH OF A METAL WITNESS POST AND
 GD1510'SIGN.
 GD1510'
 GD1510'THE AZIMUTH MARK IS NOW 0.8 OF A FOOT EAST OF A METAL WITNESS POST
 GD1510'AND SIGN.
 GD1510'
 GD1510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1510'NORTHEAST OF DYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0468 ***********************************************************************
 FE0468  DESIGNATION -  N
 FE0468  PID         -  FE0468
 FE0468  STATE/COUNTY-  TN/HARDEMAN
 FE0468  USGS QUAD   -  POCAHONTAS (1950)
 FE0468
 FE0468                         *CURRENT SURVEY CONTROL
 FE0468  ___________________________________________________________________
 FE0468* NAD 83(1986)-  35 03 12.     (N)    088 48 17.     (W)     SCALED    
 FE0468* NAVD 88     -       122.167  (meters)     400.81   (feet)  ADJUSTED  
 FE0468  ___________________________________________________________________
 FE0468  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 FE0468  DYNAMIC HT  -         122.051 (meters)     400.43  (feet)  COMP
 FE0468  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 FE0468
 FE0468  VERT ORDER  -  FIRST     CLASS II
 FE0468
 FE0468.The horizontal coordinates were scaled from a topographic map and have
 FE0468.an estimated accuracy of +/- 6 seconds.
 FE0468
 FE0468.The orthometric height was determined by differential leveling
 FE0468.and adjusted by the National Geodetic Survey in June 1991..
 FE0468
 FE0468.The geoid height was determined by GEOID03.
 FE0468
 FE0468.The dynamic height is computed by dividing the NAVD 88
 FE0468.geopotential number by the normal gravity value computed on the
 FE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0468.degrees latitude (g = 980.6199 gals.).
 FE0468
 FE0468.The modeled gravity was interpolated from observed gravity values.
 FE0468
 FE0468;                    North         East    Units  Estimated Accuracy
 FE0468;SPC TN       -    83,550.      344,150.      MT  (+/- 180 meters Scaled)
 FE0468
 FE0468                          SUPERSEDED SURVEY CONTROL
 FE0468
 FE0468  NGVD 29 (??/??/??)  122.146  (m)          400.74   (f) ADJUSTED    1 2
 FE0468
 FE0468.Superseded values are not recommended for survey control.
 FE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0468.See file dsdata.txt to determine how the superseded data were derived.
 FE0468
 FE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD354804(NAD 83)
 FE0468_MARKER: B = BOLT
 FE0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0468_SP_SET: BUILDING
 FE0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0468
 FE0468  HISTORY     - Date     Condition        Report By
 FE0468  HISTORY     - UNK      MONUMENTED       CGS
 FE0468  HISTORY     - 1944     GOOD             CGS
 FE0468  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0468
 FE0468                          STATION DESCRIPTION
 FE0468
 FE0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0468'AT POCAHONTAS.
 FE0468'AT POCAHONTAS, HARDEMAN COUNTY, 300 FEET NORTH ALONG A ROAD
 FE0468'FROM THE SOUTHERN RAILWAY STATION, 50 FEET EAST OF THE ROAD, IN
 FE0468'THE SOUTH WALL OF A BRICK HOUSE, IN THE TWELFTH COURSE OF BRICK
 FE0468'ABOVE THE GROUND AND THE THIRD BRICK EAST OF THE SOUTHWEST
 FE0468'CORNER.  A CHISELED CROSS ON THE END OF A COPPER BOLT.  NOTE-- THE
 FE0468'END OF THE BOLT IS BATTERED SO THAT THE CROSS IS NOT DISTINCT.
 FE0468
 FE0468                          STATION RECOVERY (1983)
 FE0468
 FE0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0468'NOT RECOVERED.  PROBABLY DESTROYED.  HOUSE HAS BEEN RENOVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0483 ***********************************************************************
 FC0483  DESIGNATION -  N 1
 FC0483  PID         -  FC0483
 FC0483  STATE/COUNTY-  TN/MCMINN
 FC0483  USGS QUAD   -  ATHENS (1990)
 FC0483
 FC0483                         *CURRENT SURVEY CONTROL
 FC0483  ___________________________________________________________________
 FC0483* NAD 83(1986)-  35 27 09.     (N)    084 32 25.     (W)     SCALED    
 FC0483* NAVD 88     -       286.242  (meters)     939.11   (feet)  ADJUSTED  
 FC0483  ___________________________________________________________________
 FC0483  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FC0483  DYNAMIC HT  -         285.964 (meters)     938.20  (feet)  COMP
 FC0483  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 FC0483
 FC0483  VERT ORDER  -  SECOND    CLASS 0
 FC0483
 FC0483.The horizontal coordinates were scaled from a topographic map and have
 FC0483.an estimated accuracy of +/- 6 seconds.
 FC0483
 FC0483.The orthometric height was determined by differential leveling
 FC0483.and adjusted by the National Geodetic Survey in June 1991..
 FC0483
 FC0483.The geoid height was determined by GEOID03.
 FC0483
 FC0483.The dynamic height is computed by dividing the NAVD 88
 FC0483.geopotential number by the normal gravity value computed on the
 FC0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0483.degrees latitude (g = 980.6199 gals.).
 FC0483
 FC0483.The modeled gravity was interpolated from observed gravity values.
 FC0483
 FC0483;                    North         East    Units  Estimated Accuracy
 FC0483;SPC TN       -   125,160.      732,510.      MT  (+/- 180 meters Scaled)
 FC0483
 FC0483                          SUPERSEDED SURVEY CONTROL
 FC0483
 FC0483  NGVD 29 (??/??/92)  286.313  (m)          939.35   (f) ADJ UNCH    2 0
 FC0483
 FC0483.Superseded values are not recommended for survey control.
 FC0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0483.See file dsdata.txt to determine how the superseded data were derived.
 FC0483
 FC0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE232260(NAD 83)
 FC0483_MARKER: DD = SURVEY DISK
 FC0483_SETTING: 66 = SET IN ROCK OUTCROP
 FC0483_SP_SET: SET IN ROCK OUTCROP
 FC0483_STAMPING: N 1 1932
 FC0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0483+STABILITY: POSITION/ELEVATION WELL
 FC0483
 FC0483  HISTORY     - Date     Condition        Report By
 FC0483  HISTORY     - 1932     MONUMENTED       USGS
 FC0483  HISTORY     - 1949     GOOD             NGS
 FC0483
 FC0483                          STATION DESCRIPTION
 FC0483
 FC0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0483'3.5 MI NE FROM ATHENS.
 FC0483'3.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0483'FROM ATHENS, MC MINN COUNTY, 1.4 MILES NORTHWEST OF MASHBURN, 0.3
 FC0483'MILE EAST OF MILEPOST L 331, NORTH OF A SMALL CREEK, 3.5 RAILS
 FC0483'WEST OF A CATTLE GUARD, 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 FC0483'AND IN THE TOP OF A ROCK LEDGE, 3.5 FEET HIGHER THAN THE RAIL.
 FC0483'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED N 1 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1755 ***********************************************************************
 FB1755  DESIGNATION -  N 10
 FB1755  PID         -  FB1755
 FB1755  STATE/COUNTY-  TN/KNOX
 FB1755  USGS QUAD   -  KNOXVILLE (1978)
 FB1755
 FB1755                         *CURRENT SURVEY CONTROL
 FB1755  ___________________________________________________________________
 FB1755* NAD 83(1986)-  35 53 41.     (N)    083 55 42.     (W)     SCALED    
 FB1755* NAVD 88     -       265.804  (meters)     872.06   (feet)  ADJUSTED  
 FB1755  ___________________________________________________________________
 FB1755  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB1755  DYNAMIC HT  -         265.558 (meters)     871.25  (feet)  COMP
 FB1755  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 FB1755
 FB1755  VERT ORDER  -  FIRST     CLASS II
 FB1755
 FB1755.The horizontal coordinates were scaled from a topographic map and have
 FB1755.an estimated accuracy of +/- 6 seconds.
 FB1755
 FB1755.The orthometric height was determined by differential leveling
 FB1755.and adjusted by the National Geodetic Survey in June 1991..
 FB1755
 FB1755.The geoid height was determined by GEOID03.
 FB1755
 FB1755.The dynamic height is computed by dividing the NAVD 88
 FB1755.geopotential number by the normal gravity value computed on the
 FB1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1755.degrees latitude (g = 980.6199 gals.).
 FB1755
 FB1755.The modeled gravity was interpolated from observed gravity values.
 FB1755
 FB1755;                    North         East    Units  Estimated Accuracy
 FB1755;SPC TN       -   175,210.      787,010.      MT  (+/- 180 meters Scaled)
 FB1755
 FB1755                          SUPERSEDED SURVEY CONTROL
 FB1755
 FB1755  NGVD 29 (??/??/92)  265.932  (m)          872.48   (f) ADJ UNCH    1 2
 FB1755
 FB1755.Superseded values are not recommended for survey control.
 FB1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1755.See file dsdata.txt to determine how the superseded data were derived.
 FB1755
 FB1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV356762(NAD 83)
 FB1755_MARKER: DB = BENCH MARK DISK
 FB1755_SETTING: 66 = SET IN ROCK OUTCROP
 FB1755_SP_SET: ROCK CUT
 FB1755_STAMPING: 872.712 N 10 1932
 FB1755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1755+STABILITY: POSITION/ELEVATION WELL
 FB1755
 FB1755  HISTORY     - Date     Condition        Report By
 FB1755  HISTORY     - 1932     MONUMENTED       CGS
 FB1755  HISTORY     - 1950     MARK NOT FOUND   NGS
 FB1755  HISTORY     - 1982     MARK NOT FOUND   NGS
 FB1755
 FB1755                          STATION DESCRIPTION
 FB1755
 FB1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FB1755'1.3 MI S FROM MOUNT OLIVE.
 FB1755'1.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1755'MOUNT OLIVE, KNOX COUNTY, 0.3 MILE NORTH OF MILEPOST 6, 6 FEET
 FB1755'WEST OF THE WEST RAIL, IN A ROCK CUT, AND ABOUT 3 FEET ABOVE
 FB1755'THE GROUND.  A STANDARD DISK, STAMPED 872.712 N 10 1932.
 FB1755
 FB1755                          STATION RECOVERY (1982)
 FB1755
 FB1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FB1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0953 ***********************************************************************
 GA0953  DESIGNATION -  N 100
 GA0953  PID         -  GA0953
 GA0953  STATE/COUNTY-  TN/WASHINGTON
 GA0953  USGS QUAD   -  LEESBURG (1971)
 GA0953
 GA0953                         *CURRENT SURVEY CONTROL
 GA0953  ___________________________________________________________________
 GA0953* NAD 83(1986)-  36 15 11.     (N)    082 36 14.     (W)     SCALED    
 GA0953* NAVD 88     -       425.837  (meters)    1397.10   (feet)  ADJUSTED  
 GA0953  ___________________________________________________________________
 GA0953  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA0953  DYNAMIC HT  -         425.430 (meters)    1395.76  (feet)  COMP
 GA0953  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 GA0953
 GA0953  VERT ORDER  -  SECOND    CLASS 0
 GA0953
 GA0953.The horizontal coordinates were scaled from a topographic map and have
 GA0953.an estimated accuracy of +/- 6 seconds.
 GA0953
 GA0953.The orthometric height was determined by differential leveling
 GA0953.and adjusted by the National Geodetic Survey in June 1991..
 GA0953
 GA0953.The geoid height was determined by GEOID03.
 GA0953
 GA0953.The dynamic height is computed by dividing the NAVD 88
 GA0953.geopotential number by the normal gravity value computed on the
 GA0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0953.degrees latitude (g = 980.6199 gals.).
 GA0953
 GA0953.The modeled gravity was interpolated from observed gravity values.
 GA0953
 GA0953;                    North         East    Units  Estimated Accuracy
 GA0953;SPC TN       -   218,290.      905,160.      MT  (+/- 180 meters Scaled)
 GA0953
 GA0953                          SUPERSEDED SURVEY CONTROL
 GA0953
 GA0953  NGVD 29 (??/??/92)  425.978  (m)         1397.56   (f) ADJ UNCH    2 0
 GA0953
 GA0953.Superseded values are not recommended for survey control.
 GA0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0953.See file dsdata.txt to determine how the superseded data were derived.
 GA0953
 GA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA559132(NAD 83)
 GA0953_MARKER: DB = BENCH MARK DISK
 GA0953_SETTING: 66 = SET IN ROCK OUTCROP
 GA0953_SP_SET: LIMESTONE OUTCROP
 GA0953_STAMPING: N 100 1935
 GA0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0953+STABILITY: POSITION/ELEVATION WELL
 GA0953
 GA0953  HISTORY     - Date     Condition        Report By
 GA0953  HISTORY     - 1935     MONUMENTED       CGS
 GA0953
 GA0953                          STATION DESCRIPTION
 GA0953
 GA0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0953'2.5 MI NE FROM LIMESTONE.
 GA0953'2.5 MILES NORTHEAST ALONG COUNTY HIGHWAY 504 FROM THE POST OFFICE
 GA0953'AT LIMESTONE, WASHINGTON COUNTY, 21 FEET NORTHWEST OF THE CENTERLINE
 GA0953'OF THE HIGHWAY, 43 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GA0953'CONCRETE BRIDGE, 8 FEET NORTH OF A POLE, 60 YARDS SOUTHWEST OF
 GA0953'THE SOUTHWEST CORNER OF THE MARY PENCE RESIDENCE, AND IN THE
 GA0953'TOP OF A LIMESTONE OUTCROP PROJECTING 8 INCHES ABOVE GROUND.
 GA0953'A STANDARD DISK, STAMPED N 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0285 ***********************************************************************
 GA0285  DESIGNATION -  N 101
 GA0285  PID         -  GA0285
 GA0285  STATE/COUNTY-  TN/SULLIVAN
 GA0285  USGS QUAD   -  INDIAN SPRINGS (1991)
 GA0285
 GA0285                         *CURRENT SURVEY CONTROL
 GA0285  ___________________________________________________________________
 GA0285* NAD 83(1986)-  36 32 00.     (N)    082 24 53.     (W)     SCALED    
 GA0285* NAVD 88     -       504.886  (meters)    1656.45   (feet)  ADJUSTED  
 GA0285  ___________________________________________________________________
 GA0285  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA0285  DYNAMIC HT  -         504.422 (meters)    1654.92  (feet)  COMP
 GA0285  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 GA0285
 GA0285  VERT ORDER  -  SECOND    CLASS 0
 GA0285
 GA0285.The horizontal coordinates were scaled from a topographic map and have
 GA0285.an estimated accuracy of +/- 6 seconds.
 GA0285
 GA0285.The orthometric height was determined by differential leveling
 GA0285.and adjusted by the National Geodetic Survey in June 1991..
 GA0285
 GA0285.The geoid height was determined by GEOID03.
 GA0285
 GA0285.The dynamic height is computed by dividing the NAVD 88
 GA0285.geopotential number by the normal gravity value computed on the
 GA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0285.degrees latitude (g = 980.6199 gals.).
 GA0285
 GA0285.The modeled gravity was interpolated from observed gravity values.
 GA0285
 GA0285;                    North         East    Units  Estimated Accuracy
 GA0285;SPC TN       -   249,980.      921,010.      MT  (+/- 180 meters Scaled)
 GA0285
 GA0285                          SUPERSEDED SURVEY CONTROL
 GA0285
 GA0285  NGVD 29 (??/??/92)  505.019  (m)         1656.88   (f) ADJ UNCH    2 0
 GA0285
 GA0285.Superseded values are not recommended for survey control.
 GA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0285.See file dsdata.txt to determine how the superseded data were derived.
 GA0285
 GA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA733440(NAD 83)
 GA0285_MARKER: DB = BENCH MARK DISK
 GA0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0285_STAMPING: N 101 1935
 GA0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0285+STABILITY: SURFACE MOTION
 GA0285
 GA0285  HISTORY     - Date     Condition        Report By
 GA0285  HISTORY     - 1935     MONUMENTED       CGS
 GA0285
 GA0285                          STATION DESCRIPTION
 GA0285
 GA0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0285'1.1 MI S FROM INDIAN SPRINGS.
 GA0285'1.1 MILES SOUTH ALONG THE HOLSTON ROAD FROM THE POST OFFICE AT
 GA0285'INDIAN SPRINGS, SULLIVAN COUNTY, AT THE FANNY SMITH RESIDENCE, 16
 GA0285'YARDS SOUTHEAST OF THE CORNER OF THE HOUSE, 18 FEET WEST OF THE
 GA0285'CENTERLINE OF THE ROAD, AND 1 FOOT EAST OF A FENCE LINE.  A
 GA0285'STANDARD DISK, STAMPED N 101 1935 AND SET IN THE TOP OF A CONCRETE
 GA0285'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0495 ***********************************************************************
 GA0495  DESIGNATION -  N 102
 GA0495  PID         -  GA0495
 GA0495  STATE/COUNTY-  TN/SULLIVAN
 GA0495  USGS QUAD   -  KEENBURG (1960)
 GA0495
 GA0495                         *CURRENT SURVEY CONTROL
 GA0495  ___________________________________________________________________
 GA0495* NAD 83(1986)-  36 27 08.     (N)    082 12 39.     (W)     SCALED    
 GA0495* NAVD 88     -       453.258  (meters)    1487.06   (feet)  ADJUSTED  
 GA0495  ___________________________________________________________________
 GA0495  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0495  DYNAMIC HT  -         452.837 (meters)    1485.68  (feet)  COMP
 GA0495  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 GA0495
 GA0495  VERT ORDER  -  SECOND    CLASS 0
 GA0495
 GA0495.The horizontal coordinates were scaled from a topographic map and have
 GA0495.an estimated accuracy of +/- 6 seconds.
 GA0495
 GA0495.The orthometric height was determined by differential leveling
 GA0495.and adjusted by the National Geodetic Survey in June 1991..
 GA0495
 GA0495.The geoid height was determined by GEOID03.
 GA0495
 GA0495.The dynamic height is computed by dividing the NAVD 88
 GA0495.geopotential number by the normal gravity value computed on the
 GA0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0495.degrees latitude (g = 980.6199 gals.).
 GA0495
 GA0495.The modeled gravity was interpolated from observed gravity values.
 GA0495
 GA0495;                    North         East    Units  Estimated Accuracy
 GA0495;SPC TN       -   241,670.      939,600.      MT  (+/- 180 meters Scaled)
 GA0495
 GA0495                          SUPERSEDED SURVEY CONTROL
 GA0495
 GA0495  NGVD 29 (??/??/92)  453.400  (m)         1487.53   (f) ADJ UNCH    2 0
 GA0495
 GA0495.Superseded values are not recommended for survey control.
 GA0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0495.See file dsdata.txt to determine how the superseded data were derived.
 GA0495
 GA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA914347(NAD 83)
 GA0495_MARKER: DB = BENCH MARK DISK
 GA0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0495_STAMPING: N 102 1935
 GA0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0495+STABILITY: SURFACE MOTION
 GA0495
 GA0495  HISTORY     - Date     Condition        Report By
 GA0495  HISTORY     - 1935     MONUMENTED       CGS
 GA0495  HISTORY     - 1960     GOOD             TVA
 GA0495
 GA0495                          STATION DESCRIPTION
 GA0495
 GA0495'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0495'AT BARNETTS.
 GA0495'AT BARNETTS (FORMERLY DRY BRANCH), SULLIVAN COUNTY, ON THE CEDAR
 GA0495'GROVE-CHINQUAPIN GROVE ROAD, AT THE JUNCTION OF A ROAD LEADING
 GA0495'NORTHWEST, 33 YARDS WEST OF THE CHINQUAPIN GROVE ROAD, 29 YARDS
 GA0495'SOUTH OF THE SIDE ROAD, AT THE MOLLIE HICKS RESIDENCE, 20 YARDS
 GA0495'NORTH OF THE NORTHWEST CORNER OF THE HOUSE, AT THE NORTHWEST
 GA0495'CORNER OF THE LAWN, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD
 GA0495'DISK, STAMPED N 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0495'NOTE-- MARY MAY BE REACHED FROM CHINQUAPIN GROVE BAPTIST CHURCH,
 GA0495'GO NORTH 0.9 MILE TO ROAD TO RIGHT, GO EAST 0.1 MILE TO MARK ON
 GA0495'SOUTH SIDE OF ROAD IN NORTHWEST CORNER OF YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ1194 ***********************************************************************
 FZ1194  DESIGNATION -  N 103
 FZ1194  PID         -  FZ1194
 FZ1194  STATE/COUNTY-  TN/JOHNSON
 FZ1194  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1194
 FZ1194                         *CURRENT SURVEY CONTROL
 FZ1194  ___________________________________________________________________
 FZ1194* NAD 83(1986)-  36 33 44.     (N)    081 54 39.     (W)     SCALED    
 FZ1194* NAVD 88     -       985.49   (+/-2cm)    3233.2    (feet)  VERTCON   
 FZ1194  ___________________________________________________________________
 FZ1194  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1194
 FZ1194  VERT ORDER  -  ? (See Below)
 FZ1194
 FZ1194.The horizontal coordinates were scaled from a topographic map and have
 FZ1194.an estimated accuracy of +/- 6 seconds.
 FZ1194
 FZ1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1194.The vertical order pertains to the NGVD 29 superseded value.
 FZ1194
 FZ1194.The geoid height was determined by GEOID03.
 FZ1194
 FZ1194;                    North         East    Units  Estimated Accuracy
 FZ1194;SPC TN       -   254,950.      965,960.      MT  (+/- 180 meters Scaled)
 FZ1194
 FZ1194                          SUPERSEDED SURVEY CONTROL
 FZ1194
 FZ1194  NGVD 29 (??/??/92)  985.578  (m)         3233.52   (f) ADJ UNCH    ?  
 FZ1194
 FZ1194.Superseded values are not recommended for survey control.
 FZ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1194.See file dsdata.txt to determine how the superseded data were derived.
 FZ1194
 FZ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA184466(NAD 83)
 FZ1194_MARKER: DB = BENCH MARK DISK
 FZ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1194_STAMPING: N 103 1935
 FZ1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1194+STABILITY: SURFACE MOTION
 FZ1194
 FZ1194  HISTORY     - Date     Condition        Report By
 FZ1194  HISTORY     - 1935     MONUMENTED       CGS
 FZ1194  HISTORY     - 1937     GOOD             TVA
 FZ1194
 FZ1194                          STATION DESCRIPTION
 FZ1194
 FZ1194'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1194'2 MI NW FROM CRANDULL.
 FZ1194'2 MILES NORTHWEST ALONG THE OFFSET SCHOOL ROAD FROM CRANDULL,
 FZ1194'JOHNSON COUNTY, IN THE CHEROKEE NATIONAL FOREST, ON THE OUTSIDE OF
 FZ1194'A SHARP CURVE (THE LAST ONE OF A SERIES OF SHARP CURVES), 200
 FZ1194'FEET EAST OF A 26-INCH CHESTNUT OAK TREE, 135 FEET NORTH OF A
 FZ1194'40-INCH DEAD CHESTNUT OAK TREE, 58.4 FEET NORTHEAST OF A 22-INCH
 FZ1194'PINE TREE ON THE INSIDE OF THE CURVE, 20.6 FEET EAST OF A 24-INCH
 FZ1194'PINE TREE, ON THE NORTHEAST SIDE OF THE ROAD, AND IN A SMALL DRAW.
 FZ1194'A STANDARD DISK, STAMPED N 103 1935 AND SET IN THE TOP OF A
 FZ1194'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0982 ***********************************************************************
 FZ0982  DESIGNATION -  N 104
 FZ0982  PID         -  FZ0982
 FZ0982  STATE/COUNTY-  TN/JOHNSON
 FZ0982  USGS QUAD   -  MOUNTAIN CITY (1978)
 FZ0982
 FZ0982                         *CURRENT SURVEY CONTROL
 FZ0982  ___________________________________________________________________
 FZ0982* NAD 83(1986)-  36 23 21.     (N)    081 52 10.     (W)     SCALED    
 FZ0982* NAVD 88     -       657.084  (meters)    2155.78   (feet)  ADJUSTED  
 FZ0982  ___________________________________________________________________
 FZ0982  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FZ0982  DYNAMIC HT  -         656.423 (meters)    2153.61  (feet)  COMP
 FZ0982  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 FZ0982
 FZ0982  VERT ORDER  -  SECOND    CLASS 0
 FZ0982
 FZ0982.The horizontal coordinates were scaled from a topographic map and have
 FZ0982.an estimated accuracy of +/- 6 seconds.
 FZ0982
 FZ0982.The orthometric height was determined by differential leveling
 FZ0982.and adjusted by the National Geodetic Survey in June 1991..
 FZ0982
 FZ0982.The geoid height was determined by GEOID03.
 FZ0982
 FZ0982.The dynamic height is computed by dividing the NAVD 88
 FZ0982.geopotential number by the normal gravity value computed on the
 FZ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0982.degrees latitude (g = 980.6199 gals.).
 FZ0982
 FZ0982.The modeled gravity was interpolated from observed gravity values.
 FZ0982
 FZ0982;                    North         East    Units  Estimated Accuracy
 FZ0982;SPC TN       -   235,920.      970,480.      MT  (+/- 180 meters Scaled)
 FZ0982
 FZ0982                          SUPERSEDED SURVEY CONTROL
 FZ0982
 FZ0982  NGVD 29 (??/??/92)  657.160  (m)         2156.03   (f) ADJ UNCH    2 0
 FZ0982
 FZ0982.Superseded values are not recommended for survey control.
 FZ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0982.See file dsdata.txt to determine how the superseded data were derived.
 FZ0982
 FZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA220274(NAD 83)
 FZ0982_MARKER: DB = BENCH MARK DISK
 FZ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0982_STAMPING: N 104 1935
 FZ0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0982+STABILITY: SURFACE MOTION
 FZ0982
 FZ0982  HISTORY     - Date     Condition        Report By
 FZ0982  HISTORY     - 1935     MONUMENTED       CGS
 FZ0982
 FZ0982                          STATION DESCRIPTION
 FZ0982
 FZ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0982'0.5 MI SW FROM NEVA.
 FZ0982'0.5 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ0982'AT NEVA, JOHNSON COUNTY, ON THE JIM SHOUNS PROPERTY, AT THE
 FZ0982'CROSSING OF THE PINE GROVE CHURCH ROAD, 0.2 MILE NORTH OF A
 FZ0982'TWO-STORY FARMHOUSE, 1,000 FEET EAST OF A LARGE BARN, 75 FEET
 FZ0982'SOUTH OF POWERLINE JUNCTION-POLE 179, 60 FEET SOUTH OF A ROAD
 FZ0982'INTERSECTION, 32 FEET SOUTHWEST OF THE RAILROAD CROSSING, 11
 FZ0982'FEET WEST OF A POWERLINE POLE AT THE SOUTH FENCE CORNER, 15.7
 FZ0982'FEET SOUTH OF THE SOUTH RAIL, BETWEEN THE TRACK AND THE FENCE
 FZ0982'LINE, AND 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 FZ0982'STAMPED N 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0613 ***********************************************************************
 GA0613  DESIGNATION -  N 105
 GA0613  PID         -  GA0613
 GA0613  STATE/COUNTY-  TN/UNICOI
 GA0613  USGS QUAD   -  UNICOI (1978)
 GA0613
 GA0613                         *CURRENT SURVEY CONTROL
 GA0613  ___________________________________________________________________
 GA0613* NAD 83(1986)-  36 10 57.     (N)    082 15 27.     (W)     SCALED    
 GA0613* NAVD 88     -       724.553  (meters)    2377.14   (feet)  ADJUSTED  
 GA0613  ___________________________________________________________________
 GA0613  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA0613  DYNAMIC HT  -         723.819 (meters)    2374.73  (feet)  COMP
 GA0613  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 GA0613
 GA0613  VERT ORDER  -  SECOND    CLASS 0
 GA0613
 GA0613.The horizontal coordinates were scaled from a topographic map and have
 GA0613.an estimated accuracy of +/- 6 seconds.
 GA0613
 GA0613.The orthometric height was determined by differential leveling
 GA0613.and adjusted by the National Geodetic Survey in June 1991..
 GA0613
 GA0613.The geoid height was determined by GEOID03.
 GA0613
 GA0613.The dynamic height is computed by dividing the NAVD 88
 GA0613.geopotential number by the normal gravity value computed on the
 GA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0613.degrees latitude (g = 980.6199 gals.).
 GA0613
 GA0613.The modeled gravity was interpolated from observed gravity values.
 GA0613
 GA0613;                    North         East    Units  Estimated Accuracy
 GA0613;SPC TN       -   211,600.      936,570.      MT  (+/- 180 meters Scaled)
 GA0613
 GA0613                          SUPERSEDED SURVEY CONTROL
 GA0613
 GA0613  NGVD 29 (??/??/92)  724.641  (m)         2377.43   (f) ADJ UNCH    2 0
 GA0613
 GA0613.Superseded values are not recommended for survey control.
 GA0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0613.See file dsdata.txt to determine how the superseded data were derived.
 GA0613
 GA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA869049(NAD 83)
 GA0613_MARKER: DB = BENCH MARK DISK
 GA0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0613_STAMPING: N 105 1935
 GA0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0613+STABILITY: SURFACE MOTION
 GA0613
 GA0613  HISTORY     - Date     Condition        Report By
 GA0613  HISTORY     - 1935     MONUMENTED       CGS
 GA0613
 GA0613                          STATION DESCRIPTION
 GA0613
 GA0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0613'AT LIMESTONE COVE.
 GA0613'AT LIMESTONE COVE, UNICOI COUNTY, ON THE UNICOI ROAD, 0.3 MILE
 GA0613'EAST OF A CHURCH AT A Y-ROAD JUNCTION, 75 YARDS WEST OF THE HORACE
 GA0613'BLEVINS STORE, 41 FEET EAST OF A FRAME BUILDING, 33 FEET NORTH OF
 GA0613'THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD
 GA0613'DISK, STAMPED N 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0778 ***********************************************************************
 GA0778  DESIGNATION -  N 106
 GA0778  PID         -  GA0778
 GA0778  STATE/COUNTY-  TN/HAWKINS
 GA0778  USGS QUAD   -  MC CLOUD (1961)
 GA0778
 GA0778                         *CURRENT SURVEY CONTROL
 GA0778  ___________________________________________________________________
 GA0778* NAD 83(1986)-  36 20 32.     (N)    082 56 38.     (W)     SCALED    
 GA0778* NAVD 88     -       359.317  (meters)    1178.86   (feet)  ADJUSTED  
 GA0778  ___________________________________________________________________
 GA0778  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GA0778  DYNAMIC HT  -         358.988 (meters)    1177.78  (feet)  COMP
 GA0778  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 GA0778
 GA0778  VERT ORDER  -  SECOND    CLASS 0
 GA0778
 GA0778.The horizontal coordinates were scaled from a topographic map and have
 GA0778.an estimated accuracy of +/- 6 seconds.
 GA0778
 GA0778.The orthometric height was determined by differential leveling
 GA0778.and adjusted by the National Geodetic Survey in June 1991..
 GA0778
 GA0778.The geoid height was determined by GEOID03.
 GA0778
 GA0778.The dynamic height is computed by dividing the NAVD 88
 GA0778.geopotential number by the normal gravity value computed on the
 GA0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0778.degrees latitude (g = 980.6199 gals.).
 GA0778
 GA0778.The modeled gravity was interpolated from observed gravity values.
 GA0778
 GA0778;                    North         East    Units  Estimated Accuracy
 GA0778;SPC TN       -   227,170.      874,310.      MT  (+/- 180 meters Scaled)
 GA0778
 GA0778                          SUPERSEDED SURVEY CONTROL
 GA0778
 GA0778  NGVD 29 (??/??/92)  359.470  (m)         1179.36   (f) ADJ UNCH    2 0
 GA0778
 GA0778.Superseded values are not recommended for survey control.
 GA0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0778.See file dsdata.txt to determine how the superseded data were derived.
 GA0778
 GA0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA255236(NAD 83)
 GA0778_MARKER: DB = BENCH MARK DISK
 GA0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0778_STAMPING: N 106 1935
 GA0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0778+STABILITY: SURFACE MOTION
 GA0778
 GA0778  HISTORY     - Date     Condition        Report By
 GA0778  HISTORY     - 1935     MONUMENTED       CGS
 GA0778  HISTORY     - 1950     GOOD             TVA
 GA0778
 GA0778                          STATION DESCRIPTION
 GA0778
 GA0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0778'1.4 MI S FROM STRAHL.
 GA0778'1.4 MILES SOUTH ALONG STATE HIGHWAY 70 FROM A CHURCH AT STRAHL,
 GA0778'HAWKINS COUNTY, AT THE MARY GILLHAM PROPERTY, 30 FEET SOUTHEAST
 GA0778'OF THE CENTERLINE OF THE HIGHWAY, 18 YARDS WEST OF A 36-INCH
 GA0778'OAK TREE, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0778'STAMPED N 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0778
 GA0778                          STATION RECOVERY (1950)
 GA0778
 GA0778'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0929 ***********************************************************************
 GA0929  DESIGNATION -  N 107
 GA0929  PID         -  GA0929
 GA0929  STATE/COUNTY-  TN/SULLIVAN
 GA0929  USGS QUAD   -  LOVELACE (1971)
 GA0929
 GA0929                         *CURRENT SURVEY CONTROL
 GA0929  ___________________________________________________________________
 GA0929* NAD 83(1986)-  36 27 01.     (N)    082 37 52.     (W)     SCALED    
 GA0929* NAVD 88     -       388.545  (meters)    1274.75   (feet)  ADJUSTED  
 GA0929  ___________________________________________________________________
 GA0929  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GA0929  DYNAMIC HT  -         388.186 (meters)    1273.57  (feet)  COMP
 GA0929  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 GA0929
 GA0929  VERT ORDER  -  SECOND    CLASS 0
 GA0929
 GA0929.The horizontal coordinates were scaled from a topographic map and have
 GA0929.an estimated accuracy of +/- 6 seconds.
 GA0929
 GA0929.The orthometric height was determined by differential leveling
 GA0929.and adjusted by the National Geodetic Survey in June 1991..
 GA0929
 GA0929.The geoid height was determined by GEOID03.
 GA0929
 GA0929.The dynamic height is computed by dividing the NAVD 88
 GA0929.geopotential number by the normal gravity value computed on the
 GA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0929.degrees latitude (g = 980.6199 gals.).
 GA0929
 GA0929.The modeled gravity was interpolated from observed gravity values.
 GA0929
 GA0929;                    North         East    Units  Estimated Accuracy
 GA0929;SPC TN       -   240,080.      901,960.      MT  (+/- 180 meters Scaled)
 GA0929
 GA0929                          SUPERSEDED SURVEY CONTROL
 GA0929
 GA0929  NGVD 29 (??/??/92)  388.683  (m)         1275.20   (f) ADJ UNCH    2 0
 GA0929
 GA0929.Superseded values are not recommended for survey control.
 GA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0929.See file dsdata.txt to determine how the superseded data were derived.
 GA0929
 GA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA538351(NAD 83)
 GA0929_MARKER: DB = BENCH MARK DISK
 GA0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0929_STAMPING: N 107 1935
 GA0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0929+STABILITY: SURFACE MOTION
 GA0929
 GA0929  HISTORY     - Date     Condition        Report By
 GA0929  HISTORY     - 1935     MONUMENTED       CGS
 GA0929
 GA0929                          STATION DESCRIPTION
 GA0929
 GA0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0929'3 MI NW FROM FALL BRANCH.
 GA0929'IN SULLIVAN COUNTY, 1-3/4 MILES NORTH ALONG STATE HIGHWAY 81
 GA0929'FROM THE POST OFFICE AT FALL BRANCH, WASHINGTON COUNTY, THENCE
 GA0929'1-1/4 MILES NORTHWEST ALONG THE BLAIR GAP ROAD, AT THE J.M.
 GA0929'PHILLIPS RESIDENCE, 30 FEET NORTH OF THE HOUSE, 17 FEET EAST OF
 GA0929'THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF A WIRE FENCE.  A
 GA0929'STANDARD DISK, STAMPED N 107 1935 AND SET IN THE TOP OF A CONCRETE
 GA0929'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0548 ***********************************************************************
 GA0548  DESIGNATION -  N 108
 GA0548  PID         -  GA0548
 GA0548  STATE/COUNTY-  TN/WASHINGTON
 GA0548  USGS QUAD   -  JONESBOROUGH (1968)
 GA0548
 GA0548                         *CURRENT SURVEY CONTROL
 GA0548  ___________________________________________________________________
 GA0548* NAD 83(1986)-  36 22 28.     (N)    082 26 45.     (W)     SCALED    
 GA0548* NAVD 88     -       519.552  (meters)    1704.56   (feet)  ADJUSTED  
 GA0548  ___________________________________________________________________
 GA0548  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GA0548  DYNAMIC HT  -         519.064 (meters)    1702.96  (feet)  COMP
 GA0548  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 GA0548
 GA0548  VERT ORDER  -  SECOND    CLASS 0
 GA0548
 GA0548.The horizontal coordinates were scaled from a topographic map and have
 GA0548.an estimated accuracy of +/- 6 seconds.
 GA0548
 GA0548.The orthometric height was determined by differential leveling
 GA0548.and adjusted by the National Geodetic Survey in June 1991..
 GA0548
 GA0548.The geoid height was determined by GEOID03.
 GA0548
 GA0548.The dynamic height is computed by dividing the NAVD 88
 GA0548.geopotential number by the normal gravity value computed on the
 GA0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0548.degrees latitude (g = 980.6199 gals.).
 GA0548
 GA0548.The modeled gravity was interpolated from observed gravity values.
 GA0548
 GA0548;                    North         East    Units  Estimated Accuracy
 GA0548;SPC TN       -   232,250.      918,860.      MT  (+/- 180 meters Scaled)
 GA0548
 GA0548                          SUPERSEDED SURVEY CONTROL
 GA0548
 GA0548  NGVD 29 (??/??/92)  519.698  (m)         1705.04   (f) ADJ UNCH    2 0
 GA0548
 GA0548.Superseded values are not recommended for survey control.
 GA0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0548.See file dsdata.txt to determine how the superseded data were derived.
 GA0548
 GA0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA703264(NAD 83)
 GA0548_MARKER: DB = BENCH MARK DISK
 GA0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0548_STAMPING: N 108 1935
 GA0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0548+STABILITY: SURFACE MOTION
 GA0548
 GA0548  HISTORY     - Date     Condition        Report By
 GA0548  HISTORY     - 1935     MONUMENTED       CGS
 GA0548  HISTORY     - 1979     POOR             LOCSUR
 GA0548
 GA0548                          STATION DESCRIPTION
 GA0548
 GA0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0548'0.4 MI W FROM BOONE.
 GA0548'0.4 MILE WEST ALONG A COUNTY ROAD LEADING TO COUNTY HIGHWAY 508
 GA0548'FROM THE CLINCHFIELD, CAROLINA AND OHIO RAILWAY STATION AT
 GA0548'BOONE, WASHINGTON COUNTY, 16 FEET NORTH OF THE CENTERLINE OF
 GA0548'THE ROAD, 2 FEET WEST OF A FENCE, AND LEVEL WITH THE ROAD.  A
 GA0548'STANDARD DISK, STAMPED N 108 1935 AND SET IN THE TOP OF A
 GA0548'CONCRETE POST.
 GA0548
 GA0548                          STATION RECOVERY (1979)
 GA0548
 GA0548'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GA0548'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0211 ***********************************************************************
 GA0211  DESIGNATION -  N 109
 GA0211  PID         -  GA0211
 GA0211  STATE/COUNTY-  TN/SULLIVAN
 GA0211  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0211
 GA0211                         *CURRENT SURVEY CONTROL
 GA0211  ___________________________________________________________________
 GA0211* NAD 83(1986)-  36 32 30.     (N)    082 18 24.     (W)     SCALED    
 GA0211* NAVD 88     -       478.658  (meters)    1570.40   (feet)  ADJUSTED  
 GA0211  ___________________________________________________________________
 GA0211  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0211  DYNAMIC HT  -         478.215 (meters)    1568.94  (feet)  COMP
 GA0211  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA0211
 GA0211  VERT ORDER  -  SECOND    CLASS 0
 GA0211
 GA0211.The horizontal coordinates were scaled from a topographic map and have
 GA0211.an estimated accuracy of +/- 6 seconds.
 GA0211
 GA0211.The orthometric height was determined by differential leveling
 GA0211.and adjusted by the National Geodetic Survey in June 1991..
 GA0211
 GA0211.The geoid height was determined by GEOID03.
 GA0211
 GA0211.The dynamic height is computed by dividing the NAVD 88
 GA0211.geopotential number by the normal gravity value computed on the
 GA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0211.degrees latitude (g = 980.6199 gals.).
 GA0211
 GA0211.The modeled gravity was interpolated from observed gravity values.
 GA0211
 GA0211;                    North         East    Units  Estimated Accuracy
 GA0211;SPC TN       -   251,260.      930,640.      MT  (+/- 180 meters Scaled)
 GA0211
 GA0211                          SUPERSEDED SURVEY CONTROL
 GA0211
 GA0211  NGVD 29 (??/??/92)  478.804  (m)         1570.88   (f) ADJ UNCH    2 0
 GA0211
 GA0211.Superseded values are not recommended for survey control.
 GA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0211.See file dsdata.txt to determine how the superseded data were derived.
 GA0211
 GA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA830448(NAD 83)
 GA0211_MARKER: DB = BENCH MARK DISK
 GA0211_SETTING: 66 = SET IN ROCK OUTCROP
 GA0211_SP_SET: ROCK OUTCROP
 GA0211_STAMPING: N 109 1935
 GA0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0211+STABILITY: POSITION/ELEVATION WELL
 GA0211
 GA0211  HISTORY     - Date     Condition        Report By
 GA0211  HISTORY     - 1935     MONUMENTED       CGS
 GA0211
 GA0211                          STATION DESCRIPTION
 GA0211
 GA0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0211'1.2 MI NE FROM BLOUNTVILLE.
 GA0211'ON U.S. HIGHWAY 11 W.  100 YARDS NORTHEAST OF NORTHEAST SIDE OF
 GA0211'THE HOME OF P.H. BAILY.  38.1 FEET NORTHWEST OF CENTER LINE OF
 GA0211'HIGHWAY.  37.3 FEET WEST OF TELEPHONE POLE.  32.5 FEET NORTH OF
 GA0211'TENNESSEE CURVE SIGN.  2.0 FEET ABOVE LEVEL OF SURFACE OF HIGHWAY.
 GA0211'SET IN OUT-CROPPING ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0212 ***********************************************************************
 GA0212  DESIGNATION -  N 109 RESET
 GA0212  PID         -  GA0212
 GA0212  STATE/COUNTY-  TN/SULLIVAN
 GA0212  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0212
 GA0212                         *CURRENT SURVEY CONTROL
 GA0212  ___________________________________________________________________
 GA0212* NAD 83(1986)-  36 32 30.     (N)    082 18 24.     (W)     SCALED    
 GA0212* NAVD 88     -       477.500  (meters)    1566.60   (feet)  ADJUSTED  
 GA0212  ___________________________________________________________________
 GA0212  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GA0212  DYNAMIC HT  -         477.058 (meters)    1565.15  (feet)  COMP
 GA0212  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 GA0212
 GA0212  VERT ORDER  -  SECOND    CLASS 0
 GA0212
 GA0212.The horizontal coordinates were scaled from a topographic map and have
 GA0212.an estimated accuracy of +/- 6 seconds.
 GA0212
 GA0212.The orthometric height was determined by differential leveling
 GA0212.and adjusted by the National Geodetic Survey in June 1991..
 GA0212
 GA0212.The geoid height was determined by GEOID03.
 GA0212
 GA0212.The dynamic height is computed by dividing the NAVD 88
 GA0212.geopotential number by the normal gravity value computed on the
 GA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0212.degrees latitude (g = 980.6199 gals.).
 GA0212
 GA0212.The modeled gravity was interpolated from observed gravity values.
 GA0212
 GA0212;                    North         East    Units  Estimated Accuracy
 GA0212;SPC TN       -   251,260.      930,640.      MT  (+/- 180 meters Scaled)
 GA0212
 GA0212                          SUPERSEDED SURVEY CONTROL
 GA0212
 GA0212  NGVD 29 (??/??/92)  477.646  (m)         1567.08   (f) ADJ UNCH    2 0
 GA0212
 GA0212.Superseded values are not recommended for survey control.
 GA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0212.See file dsdata.txt to determine how the superseded data were derived.
 GA0212
 GA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA830448(NAD 83)
 GA0212_MARKER: DB = BENCH MARK DISK
 GA0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0212_SP_SET: CULVERT
 GA0212_STAMPING: N 109 1935 RESET 1961
 GA0212_MARK LOGO: CGS   
 GA0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0212
 GA0212  HISTORY     - Date     Condition        Report By
 GA0212  HISTORY     - 1961     MONUMENTED       CGS
 GA0212
 GA0212                          STATION DESCRIPTION
 GA0212
 GA0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA0212'1.3 MI E FROM BLOUNTVILLE.
 GA0212'FROM THE POST OFFICE IN BLOUNTVILLE, GO 1.3 MILES EAST ON U.S.
 GA0212'HIGHWAY 11W TO A CONCRETE CULVERT UNDER THE HIGHWAY.  THE BENCH
 GA0212'MARK IS 0.05 MILE EAST OF A SHELL SERVICE STATION, JUST SOUTH
 GA0212'OF THE MOTTERN FURNITURE CO., 14 FT. NORTH OF THE CENTER OF U.S.
 GA0212'HIGHWAY 11W, AND 0.4 FT. WEST OF THE EAST END OF THE CONCRETE
 GA0212'HEADWALL OF THE CULVERT.  THE DISK IS CEMENTED IN TOP OF THE
 GA0212'NORTH HEADWALL OF THE CULVERT AND IS ABOUT 1 FT. BELOW THE LEVEL
 GA0212'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0037 ***********************************************************************
 GA0037  DESIGNATION -  N 11
 GA0037  PID         -  GA0037
 GA0037  STATE/COUNTY-  TN/SULLIVAN
 GA0037  USGS QUAD   -  BRISTOL (1991)
 GA0037
 GA0037                         *CURRENT SURVEY CONTROL
 GA0037  ___________________________________________________________________
 GA0037* NAD 83(1986)-  36 30 17.     (N)    082 13 18.     (W)     SCALED    
 GA0037* NAVD 88     -       486.954  (meters)    1597.61   (feet)  ADJUSTED  
 GA0037  ___________________________________________________________________
 GA0037  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA0037  DYNAMIC HT  -         486.508 (meters)    1596.15  (feet)  COMP
 GA0037  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GA0037
 GA0037  VERT ORDER  -  FIRST     CLASS II
 GA0037
 GA0037.The horizontal coordinates were scaled from a topographic map and have
 GA0037.an estimated accuracy of +/- 6 seconds.
 GA0037
 GA0037.The orthometric height was determined by differential leveling
 GA0037.and adjusted by the National Geodetic Survey in June 1991..
 GA0037
 GA0037.The geoid height was determined by GEOID03.
 GA0037
 GA0037.The dynamic height is computed by dividing the NAVD 88
 GA0037.geopotential number by the normal gravity value computed on the
 GA0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0037.degrees latitude (g = 980.6199 gals.).
 GA0037
 GA0037.The modeled gravity was interpolated from observed gravity values.
 GA0037
 GA0037;                    North         East    Units  Estimated Accuracy
 GA0037;SPC TN       -   247,450.      938,410.      MT  (+/- 180 meters Scaled)
 GA0037
 GA0037                          SUPERSEDED SURVEY CONTROL
 GA0037
 GA0037  NGVD 29 (??/??/92)  487.109  (m)         1598.12   (f) ADJ UNCH    1 2
 GA0037
 GA0037.Superseded values are not recommended for survey control.
 GA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0037.See file dsdata.txt to determine how the superseded data were derived.
 GA0037
 GA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA905406(NAD 83)
 GA0037_MARKER: DB = BENCH MARK DISK
 GA0037_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA0037_SP_SET: UNSPECIFIED ROCK
 GA0037_STAMPING: 1598.320 N 1 1933
 GA0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0037
 GA0037  HISTORY     - Date     Condition        Report By
 GA0037  HISTORY     - 1933     MONUMENTED       CGS
 GA0037  HISTORY     - 1934     GOOD             NGS
 GA0037
 GA0037                          STATION DESCRIPTION
 GA0037
 GA0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0037'3.3 MI N FROM BLUFF CITY.
 GA0037'3.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM BLUFF CITY,
 GA0037'SULLIVAN COUNTY, 429 YARDS NORTH OF MILEPOST 8, 10 RAILS
 GA0037'SOUTHWEST OF SIGNAL POST 76 A, 75 FEET NORTHWEST OF THE
 GA0037'NORTHWEST RAIL, AND IN THE TOP OF A ROCK IN THE SOUTH SIDE OF
 GA0037'A HILL.  A STANDARD DISK, STAMPED 1598.320 N 1 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0181 ***********************************************************************
 GA0181  DESIGNATION -  N 110
 GA0181  PID         -  GA0181
 GA0181  STATE/COUNTY-  TN/SULLIVAN
 GA0181  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0181
 GA0181                         *CURRENT SURVEY CONTROL
 GA0181  ___________________________________________________________________
 GA0181* NAD 83(1986)-  36 33 59.     (N)    082 00 28.     (W)     SCALED    
 GA0181* NAVD 88     -       510.736  (meters)    1675.64   (feet)  ADJUSTED  
 GA0181  ___________________________________________________________________
 GA0181  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GA0181  DYNAMIC HT  -         510.256 (meters)    1674.06  (feet)  COMP
 GA0181  MODELED GRAV-     979,677.7   (mgal)                       NAVD 88
 GA0181
 GA0181  VERT ORDER  -  SECOND    CLASS 0
 GA0181
 GA0181.The horizontal coordinates were scaled from a topographic map and have
 GA0181.an estimated accuracy of +/- 6 seconds.
 GA0181
 GA0181.The orthometric height was determined by differential leveling
 GA0181.and adjusted by the National Geodetic Survey in June 1991..
 GA0181
 GA0181.The geoid height was determined by GEOID03.
 GA0181
 GA0181.The dynamic height is computed by dividing the NAVD 88
 GA0181.geopotential number by the normal gravity value computed on the
 GA0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0181.degrees latitude (g = 980.6199 gals.).
 GA0181
 GA0181.The modeled gravity was interpolated from observed gravity values.
 GA0181
 GA0181;                    North         East    Units  Estimated Accuracy
 GA0181;SPC TN       -   255,050.      957,270.      MT  (+/- 180 meters Scaled)
 GA0181
 GA0181                          SUPERSEDED SURVEY CONTROL
 GA0181
 GA0181  NGVD 29 (??/??/92)  510.841  (m)         1675.98   (f) ADJ UNCH    2 0
 GA0181
 GA0181.Superseded values are not recommended for survey control.
 GA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0181.See file dsdata.txt to determine how the superseded data were derived.
 GA0181
 GA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA098472(NAD 83)
 GA0181_MARKER: DB = BENCH MARK DISK
 GA0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0181_STAMPING: N 110 1935
 GA0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0181+STABILITY: SURFACE MOTION
 GA0181
 GA0181  HISTORY     - Date     Condition        Report By
 GA0181  HISTORY     - 1935     MONUMENTED       CGS
 GA0181
 GA0181                          STATION DESCRIPTION
 GA0181
 GA0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0181'4.5 MI SE FROM HOLSTON VALLEY.
 GA0181'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 GA0181'AT HOLSTON VALLEY, SULLIVAN COUNTY, AT FLEENORA PARK, 15 YARDS
 GA0181'SOUTHWEST ACROSS THE HIGHWAY FROM THE ENTRANCE TO THE PARK, ON THE
 GA0181'MILES ROGERS PROPERTY, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GA0181'HIGHWAY, 9 YARDS EAST OF THE SOUTHEAST CORNER OF A SHACK, 2 FEET
 GA0181'SOUTHWEST OF A FENCE LINE, AND 3 FEET HIGHER THAN THE HIGHWAY.
 GA0181'A STANDARD DISK, STAMPED N 110 1935 AND SET IN THE TOP OF A
 GA0181'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0668 ***********************************************************************
 GA0668  DESIGNATION -  N 112
 GA0668  PID         -  GA0668
 GA0668  STATE/COUNTY-  TN/UNICOI
 GA0668  USGS QUAD   -  CHESTOA (1978)
 GA0668
 GA0668                         *CURRENT SURVEY CONTROL
 GA0668  ___________________________________________________________________
 GA0668* NAD 83(1986)-  36 02 19.     (N)    082 29 05.     (W)     SCALED    
 GA0668* NAVD 88     -       714.04   (+/-2cm)    2342.6    (feet)  VERTCON   
 GA0668  ___________________________________________________________________
 GA0668  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 GA0668
 GA0668  VERT ORDER  -  ? (See Below)
 GA0668
 GA0668.The horizontal coordinates were scaled from a topographic map and have
 GA0668.an estimated accuracy of +/- 6 seconds.
 GA0668
 GA0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0668.The vertical order pertains to the NGVD 29 superseded value.
 GA0668
 GA0668.The geoid height was determined by GEOID03.
 GA0668
 GA0668;                    North         East    Units  Estimated Accuracy
 GA0668;SPC TN       -   194,890.      916,710.      MT  (+/- 180 meters Scaled)
 GA0668
 GA0668                          SUPERSEDED SURVEY CONTROL
 GA0668
 GA0668  NGVD 29 (??/??/92)  714.138  (m)         2342.97   (f) ADJ UNCH    ?  
 GA0668
 GA0668.Superseded values are not recommended for survey control.
 GA0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0668.See file dsdata.txt to determine how the superseded data were derived.
 GA0668
 GA0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV662892(NAD 83)
 GA0668_MARKER: DB = BENCH MARK DISK
 GA0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0668_SP_SET: CULVERT
 GA0668_STAMPING: N 112 1935
 GA0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0668
 GA0668  HISTORY     - Date     Condition        Report By
 GA0668  HISTORY     - 1935     MONUMENTED       CGS
 GA0668  HISTORY     - 1935     GOOD             TVA
 GA0668
 GA0668                          STATION DESCRIPTION
 GA0668
 GA0668'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1935
 GA0668'3.1 MI SE FROM ERNESTVILLE.
 GA0668'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 19W AND 23 FROM ERNESTVILLE,
 GA0668'UNICOI COUNTY, 90 FEET NORTHEAST OF THE Y-JUNCTION OF A ROAD
 GA0668'LEADING SOUTH, AT A SMALL BEND IN THE HIGHWAY, AT A 30-INCH
 GA0668'PIPE CULVERT UNDER THE HIGHWAY, IN THE EAST CONCRETE HEADWALL,
 GA0668'2 FEET SOUTH OF THE NORTH EDGE, AND 10 FEET EAST OF THE HIGHWAY.
 GA0668'A STANDARD DISK, STAMPED N 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1897 ***********************************************************************
 GA1897  DESIGNATION -  N 113
 GA1897  PID         -  GA1897
 GA1897  STATE/COUNTY-  TN/HAMBLEN
 GA1897  USGS QUAD   -  SPRINGVALE (1980)
 GA1897
 GA1897                         *CURRENT SURVEY CONTROL
 GA1897  ___________________________________________________________________
 GA1897* NAD 83(1986)-  36 14 15.     (N)    083 12 23.     (W)     SCALED    
 GA1897* NAVD 88     -       410.284  (meters)    1346.07   (feet)  ADJUSTED  
 GA1897  ___________________________________________________________________
 GA1897  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA1897  DYNAMIC HT  -         409.910 (meters)    1344.85  (feet)  COMP
 GA1897  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GA1897
 GA1897  VERT ORDER  -  SECOND    CLASS 0
 GA1897
 GA1897.The horizontal coordinates were scaled from a topographic map and have
 GA1897.an estimated accuracy of +/- 6 seconds.
 GA1897
 GA1897.The orthometric height was determined by differential leveling
 GA1897.and adjusted by the National Geodetic Survey in June 1991..
 GA1897
 GA1897.The geoid height was determined by GEOID03.
 GA1897
 GA1897.The dynamic height is computed by dividing the NAVD 88
 GA1897.geopotential number by the normal gravity value computed on the
 GA1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1897.degrees latitude (g = 980.6199 gals.).
 GA1897
 GA1897.The modeled gravity was interpolated from observed gravity values.
 GA1897
 GA1897;                    North         East    Units  Estimated Accuracy
 GA1897;SPC TN       -   214,850.      851,080.      MT  (+/- 180 meters Scaled)
 GA1897
 GA1897                          SUPERSEDED SURVEY CONTROL
 GA1897
 GA1897  NGVD 29 (??/??/92)  410.429  (m)         1346.55   (f) ADJ UNCH    2 0
 GA1897
 GA1897.Superseded values are not recommended for survey control.
 GA1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1897.See file dsdata.txt to determine how the superseded data were derived.
 GA1897
 GA1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA017125(NAD 83)
 GA1897_MARKER: DB = BENCH MARK DISK
 GA1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1897_STAMPING: N 113 1935
 GA1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1897+STABILITY: SURFACE MOTION
 GA1897
 GA1897  HISTORY     - Date     Condition        Report By
 GA1897  HISTORY     - 1935     MONUMENTED       CGS
 GA1897  HISTORY     - 1978     MARK NOT FOUND   TVA
 GA1897
 GA1897                          STATION DESCRIPTION
 GA1897
 GA1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA1897'1.1 MI SW FROM RUSSELLVILLE.
 GA1897'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM RUSSELLVILLE,
 GA1897'THENCE 1.0 MILE SOUTH ALONG THE CHEEK CROSS ROADS-BEULAH ROAD,
 GA1897'AT THE WHITE PINE BOARD PROPERTY, 132 FEET WEST OF THE NORTHWEST
 GA1897'CORNER OF A BARN, 11.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GA1897'37.5 FEET WEST OF A FENCE CORNER, ACROSS THE ROAD FROM A 20-INCH
 GA1897'MAPLE TREE, 1 FOOT SOUTH OF A FENCE LINE, AND LEVEL WITH THE
 GA1897'ROAD, 41 FEET SOUTHWEST OF A 10 IN MULBERRY TREE AND 1.9 FEET
 GA1897'SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 GA1897'N 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA1897
 GA1897                          STATION RECOVERY (1978)
 GA1897
 GA1897'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1978
 GA1897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0901 ***********************************************************************
 GA0901  DESIGNATION -  N 114
 GA0901  PID         -  GA0901
 GA0901  STATE/COUNTY-  TN/GREENE
 GA0901  USGS QUAD   -  CEDAR CREEK (1980)
 GA0901
 GA0901                         *CURRENT SURVEY CONTROL
 GA0901  ___________________________________________________________________
 GA0901* NAD 83(1986)-  36 02 43.     (N)    082 59 05.     (W)     SCALED    
 GA0901* NAVD 88     -       376.508  (meters)    1235.26   (feet)  ADJUSTED  
 GA0901  ___________________________________________________________________
 GA0901  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GA0901  DYNAMIC HT  -         376.148 (meters)    1234.08  (feet)  COMP
 GA0901  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 GA0901
 GA0901  VERT ORDER  -  SECOND    CLASS 0
 GA0901
 GA0901.The horizontal coordinates were scaled from a topographic map and have
 GA0901.an estimated accuracy of +/- 6 seconds.
 GA0901
 GA0901.The orthometric height was determined by differential leveling
 GA0901.and adjusted by the National Geodetic Survey in June 1991..
 GA0901
 GA0901.The geoid height was determined by GEOID03.
 GA0901
 GA0901.The dynamic height is computed by dividing the NAVD 88
 GA0901.geopotential number by the normal gravity value computed on the
 GA0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0901.degrees latitude (g = 980.6199 gals.).
 GA0901
 GA0901.The modeled gravity was interpolated from observed gravity values.
 GA0901
 GA0901;                    North         East    Units  Estimated Accuracy
 GA0901;SPC TN       -   194,120.      871,660.      MT  (+/- 180 meters Scaled)
 GA0901
 GA0901                          SUPERSEDED SURVEY CONTROL
 GA0901
 GA0901  NGVD 29 (??/??/92)  376.661  (m)         1235.76   (f) ADJ UNCH    2 0
 GA0901
 GA0901.Superseded values are not recommended for survey control.
 GA0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0901.See file dsdata.txt to determine how the superseded data were derived.
 GA0901
 GA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV212907(NAD 83)
 GA0901_MARKER: DB = BENCH MARK DISK
 GA0901_SETTING: 0 = UNSPECIFIED SETTING
 GA0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0901
 GA0901  HISTORY     - Date     Condition        Report By
 GA0901  HISTORY     - UNK      MONUMENTED       CGS
 GA0901  HISTORY     - 1935     GOOD             NGS
 GA0901  HISTORY     - 1950     GOOD             TVA
 GA0901
 GA0901                          STATION DESCRIPTION
 GA0901
 GA0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0901'AT CANEY BRANCH.
 GA0901'65 YARDS NORTHEAST OF THE CENTERLINE OF THE INTERSECTION OF U.S.
 GA0901'HIGHWAY 411 AND ROAD EAST, 39.5 FEET NORTHEAST OF NORTHEAST
 GA0901'CORNER OF SMALL CONCRETE BLOCK BUILDING, 23.5 FEET NORTHWEST OF
 GA0901'THE CENTERLINE OF U.S. HIGHWAY 411 AND 31.4 FEET NORTH OF NORTHWEST
 GA0901'CORNER OF BARN.
 GA0901
 GA0901                          STATION RECOVERY (1950)
 GA0901
 GA0901'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0693 ***********************************************************************
 GA0693  DESIGNATION -  N 115
 GA0693  PID         -  GA0693
 GA0693  STATE/COUNTY-  TN/GREENE
 GA0693  USGS QUAD   -  GREYSTONE (1978)
 GA0693
 GA0693                         *CURRENT SURVEY CONTROL
 GA0693  ___________________________________________________________________
 GA0693* NAD 83(1986)-  36 06 30.     (N)    082 41 30.     (W)     SCALED    
 GA0693* NAVD 88     -       514.450  (meters)    1687.82   (feet)  ADJUSTED  
 GA0693  ___________________________________________________________________
 GA0693  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA0693  DYNAMIC HT  -         513.951 (meters)    1686.19  (feet)  COMP
 GA0693  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 GA0693
 GA0693  VERT ORDER  -  SECOND    CLASS 0
 GA0693
 GA0693.The horizontal coordinates were scaled from a topographic map and have
 GA0693.an estimated accuracy of +/- 6 seconds.
 GA0693
 GA0693.The orthometric height was determined by differential leveling
 GA0693.and adjusted by the National Geodetic Survey in June 1991..
 GA0693
 GA0693.The geoid height was determined by GEOID03.
 GA0693
 GA0693.The dynamic height is computed by dividing the NAVD 88
 GA0693.geopotential number by the normal gravity value computed on the
 GA0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0693.degrees latitude (g = 980.6199 gals.).
 GA0693
 GA0693.The modeled gravity was interpolated from observed gravity values.
 GA0693
 GA0693;                    North         East    Units  Estimated Accuracy
 GA0693;SPC TN       -   201,970.      897,810.      MT  (+/- 180 meters Scaled)
 GA0693
 GA0693                          SUPERSEDED SURVEY CONTROL
 GA0693
 GA0693  NGVD 29 (??/??/92)  514.572  (m)         1688.22   (f) ADJ UNCH    2 0
 GA0693
 GA0693.Superseded values are not recommended for survey control.
 GA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0693.See file dsdata.txt to determine how the superseded data were derived.
 GA0693
 GA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV477972(NAD 83)
 GA0693_MARKER: DB = BENCH MARK DISK
 GA0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0693_STAMPING: N 115 1935
 GA0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0693+STABILITY: SURFACE MOTION
 GA0693
 GA0693  HISTORY     - Date     Condition        Report By
 GA0693  HISTORY     - 1935     MONUMENTED       CGS
 GA0693  HISTORY     - 1955     GOOD             NGS
 GA0693
 GA0693                          STATION DESCRIPTION
 GA0693
 GA0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0693'4.2 MI W FROM PLEASANT HILL.
 GA0693'4.2 MILES WEST ALONG A PAVED ROAD FROM THE ROAD INTERSECTION AT
 GA0693'PLEASANT HILL, GREENE COUNTY, 0.9 MILE NORTHEAST OF A LOG CHURCH,
 GA0693'0.8 MILE EAST OF THE DANIEL HOPSON RESIDENCE, 0.2 MILE EAST OF
 GA0693'THE JUNCTION OF A ROAD LEADING NORTHWEST, AT THE JUNCTION OF A
 GA0693'DIRT ROAD LEADING SOUTH, 31 YARDS WEST OF THE DIRT ROAD, 18 FEET
 GA0693'NORTH OF THE CENTERLINE OF THE MAIN ROAD, 4.5 FEET NORTHWEST OF
 GA0693'A POLE, AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 GA0693'N 115 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 GA0693'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1962 ***********************************************************************
 GA1962  DESIGNATION -  N 118
 GA1962  PID         -  GA1962
 GA1962  STATE/COUNTY-  TN/COCKE
 GA1962  USGS QUAD   -  PARROTTSVILLE (1971)
 GA1962
 GA1962                         *CURRENT SURVEY CONTROL
 GA1962  ___________________________________________________________________
 GA1962* NAD 83(1986)-  36 01 20.     (N)    083 02 31.     (W)     SCALED    
 GA1962* NAVD 88     -       382.15   (+/-2cm)    1253.8    (feet)  VERTCON   
 GA1962  ___________________________________________________________________
 GA1962  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 GA1962
 GA1962  VERT ORDER  -  ? (See Below)
 GA1962
 GA1962.The horizontal coordinates were scaled from a topographic map and have
 GA1962.an estimated accuracy of +/- 6 seconds.
 GA1962
 GA1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1962.The vertical order pertains to the NGVD 29 superseded value.
 GA1962
 GA1962.The geoid height was determined by GEOID03.
 GA1962
 GA1962;                    North         East    Units  Estimated Accuracy
 GA1962;SPC TN       -   191,410.      866,580.      MT  (+/- 180 meters Scaled)
 GA1962
 GA1962                          SUPERSEDED SURVEY CONTROL
 GA1962
 GA1962  NGVD 29 (??/??/92)  382.304  (m)         1254.28   (f) ADJ UNCH    ?  
 GA1962
 GA1962.Superseded values are not recommended for survey control.
 GA1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1962.See file dsdata.txt to determine how the superseded data were derived.
 GA1962
 GA1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV160883(NAD 83)
 GA1962_MARKER: DB = BENCH MARK DISK
 GA1962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1962_SP_SET: BRIDGE
 GA1962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1962
 GA1962  HISTORY     - Date     Condition        Report By
 GA1962  HISTORY     - UNK      MONUMENTED       CGS
 GA1962  HISTORY     - 1937     GOOD             TVA
 GA1962
 GA1962                          STATION DESCRIPTION
 GA1962
 GA1962'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA1962'AT SALEM.
 GA1962'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM NEWPORT, COCKE
 GA1962'COUNTY, AT SALEM, 300 FEET WEST OF THE INTERSECTION OF THE
 GA1962'JONESBORO ROAD, 145 FEET WEST OF THE W.L. OTTINGER GENERAL STORE,
 GA1962'AT MRS. NOGA HOGANS RESIDENCE, 48 FEET SOUTHWEST OF THE SOUTHWEST
 GA1962'CORNER OF THE HOUSE, 47.5 FEET EAST OF A 20-INCH SYCAMORE TREE,
 GA1962'AT A BRIDGE OVER CLEAR CREEK, IN THE TOP OF THE NORTHEAST CONCRETE
 GA1962'ABUTMENT, AND 5 FEET NORTH OF THE HIGHWAY.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1108 ***********************************************************************
 FB1108  DESIGNATION -  N 121
 FB1108  PID         -  FB1108
 FB1108  STATE/COUNTY-  TN/COCKE
 FB1108  USGS QUAD   -  PAINT ROCK (1991)
 FB1108
 FB1108                         *CURRENT SURVEY CONTROL
 FB1108  ___________________________________________________________________
 FB1108* NAD 83(1986)-  35 55 24.     (N)    082 58 35.     (W)     SCALED    
 FB1108* NAVD 88     -       358.04   (+/-2cm)    1174.7    (feet)  VERTCON   
 FB1108  ___________________________________________________________________
 FB1108  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB1108
 FB1108  VERT ORDER  -  ? (See Below)
 FB1108
 FB1108.The horizontal coordinates were scaled from a topographic map and have
 FB1108.an estimated accuracy of +/- 6 seconds.
 FB1108
 FB1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1108.The vertical order pertains to the NGVD 29 superseded value.
 FB1108
 FB1108.The geoid height was determined by GEOID03.
 FB1108
 FB1108;                    North         East    Units  Estimated Accuracy
 FB1108;SPC TN       -   180,620.      872,830.      MT  (+/- 180 meters Scaled)
 FB1108
 FB1108                          SUPERSEDED SURVEY CONTROL
 FB1108
 FB1108  NGVD 29 (??/??/92)  358.185  (m)         1175.15   (f) ADJ UNCH    ?  
 FB1108
 FB1108.Superseded values are not recommended for survey control.
 FB1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1108.See file dsdata.txt to determine how the superseded data were derived.
 FB1108
 FB1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV216772(NAD 83)
 FB1108_MARKER: DB = BENCH MARK DISK
 FB1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1108_STAMPING: N 121 1935
 FB1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1108+STABILITY: SURFACE MOTION
 FB1108
 FB1108  HISTORY     - Date     Condition        Report By
 FB1108  HISTORY     - 1935     MONUMENTED       CGS
 FB1108  HISTORY     - 1955     GOOD             NGS
 FB1108
 FB1108                          STATION DESCRIPTION
 FB1108
 FB1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1108'2.1 MI W FROM WOLF CREEK.
 FB1108'2.1 MILES WEST ALONG U.S. HIGHWAYS 25 AND 70 FROM WOLF CREEK,
 FB1108'250 FEET NORTHEAST OF THE INTERSECTION OF THE COVE CREEK ROAD,
 FB1108'ON THE PROPERTY OF MRS. NELLIE BOYER, 30.2 FEET NORTHWEST OF THE
 FB1108'SOUTHWEST CORNER OF A LARGE BARN, 20.2 FEET SOUTHEAST OF THE EDGE
 FB1108'OF THE HIGHWAY AT THE SOUTH END OF A FIELD ROAD, 16 FEET NORTH OF
 FB1108'A POLE, 6 FEET SOUTH OF THE FIELD ROAD LEADING TO THE HOUSE, AND
 FB1108'4 FEET EAST OF A WIRE FENCE.  A STANDARD DISK, SET IN THE TOP OF A
 FB1108'CONCRETE POST.  NOTE-- POST AND SIGN SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1337 ***********************************************************************
 FB1337  DESIGNATION -  N 122
 FB1337  PID         -  FB1337
 FB1337  STATE/COUNTY-  TN/COCKE
 FB1337  USGS QUAD   -  HARTFORD (1968)
 FB1337
 FB1337                         *CURRENT SURVEY CONTROL
 FB1337  ___________________________________________________________________
 FB1337* NAD 83(1986)-  35 47 02.     (N)    083 13 09.     (W)     SCALED    
 FB1337* NAVD 88     -       504.09   (+/-2cm)    1653.8    (feet)  VERTCON   
 FB1337  ___________________________________________________________________
 FB1337  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FB1337
 FB1337  VERT ORDER  -  ? (See Below)
 FB1337
 FB1337.The horizontal coordinates were scaled from a topographic map and have
 FB1337.an estimated accuracy of +/- 6 seconds.
 FB1337
 FB1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1337.The vertical order pertains to the NGVD 29 superseded value.
 FB1337
 FB1337.The geoid height was determined by GEOID03.
 FB1337
 FB1337;                    North         East    Units  Estimated Accuracy
 FB1337;SPC TN       -   164,510.      851,370.      MT  (+/- 180 meters Scaled)
 FB1337
 FB1337                          SUPERSEDED SURVEY CONTROL
 FB1337
 FB1337  NGVD 29 (??/??/92)  504.204  (m)         1654.21   (f) ADJ UNCH    ?  
 FB1337
 FB1337.Superseded values are not recommended for survey control.
 FB1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1337.See file dsdata.txt to determine how the superseded data were derived.
 FB1337
 FB1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV994622(NAD 83)
 FB1337_MARKER: DB = BENCH MARK DISK
 FB1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1337_SP_SET: BRIDGE
 FB1337_STAMPING: N 122 1935
 FB1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1337
 FB1337  HISTORY     - Date     Condition        Report By
 FB1337  HISTORY     - 1935     MONUMENTED       CGS
 FB1337  HISTORY     - 1949     GOOD             NGS
 FB1337
 FB1337                          STATION DESCRIPTION
 FB1337
 FB1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FB1337'3.4 MI SE FROM COSBY.
 FB1337'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM COSBY, COCKE
 FB1337'COUNTY, 0.5 MILE SOUTHWEST OF THE JUNCTION OF THE GROUNDHOG
 FB1337'ROAD, 131 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE SERVICE
 FB1337'STATION AND STORE AT THE PARK ENTRANCE, 61.4 FEET SOUTHWEST OF
 FB1337'A CURVE SIGN, AT A CONCRETE BRIDGE OVER COSBY CREEK, IN THE
 FB1337'NORTHEAST CORNER OF THE ABUTMENT, 46.3 FEET NORTH OF THE SOUTHWEST
 FB1337'CORNER OF THE BRIDGE, 20 FEET SOUTHEAST OF A PIGPEN, 4 FEET
 FB1337'NORTH OF THE HIGHWAY, AND 3.5 FEET SOUTHWEST OF A STEEL POST
 FB1337'WITH A CONTROL MARKER SIGN.  A STANDARD DISK, STAMPED N 122 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0483 ***********************************************************************
 GA0483  DESIGNATION -  N 123
 GA0483  PID         -  GA0483
 GA0483  STATE/COUNTY-  TN/SULLIVAN
 GA0483  USGS QUAD   -  BLUFF CITY (1968)
 GA0483
 GA0483                         *CURRENT SURVEY CONTROL
 GA0483  ___________________________________________________________________
 GA0483* NAD 83(1986)-  36 25 36.     (N)    082 18 57.     (W)     SCALED    
 GA0483* NAVD 88     -       487.677  (meters)    1599.99   (feet)  POSTED    
 GA0483  ___________________________________________________________________
 GA0483  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GA0483  DYNAMIC HT  -         487.230 (meters)    1598.52  (feet)  COMP
 GA0483  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 GA0483
 GA0483  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GA0483
 GA0483.The horizontal coordinates were scaled from a topographic map and have
 GA0483.an estimated accuracy of +/- 6 seconds.
 GA0483
 GA0483.The orthometric height was determined by differential leveling
 GA0483.and adjusted by the National Geodetic Survey in 1992..
 GA0483.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GA0483.rate of 2.1 thru 3.0 mm/km.
 GA0483
 GA0483.The geoid height was determined by GEOID03.
 GA0483
 GA0483.The dynamic height is computed by dividing the NAVD 88
 GA0483.geopotential number by the normal gravity value computed on the
 GA0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0483.degrees latitude (g = 980.6199 gals.).
 GA0483
 GA0483.The modeled gravity was interpolated from observed gravity values.
 GA0483
 GA0483;                    North         East    Units  Estimated Accuracy
 GA0483;SPC TN       -   238,480.      930,300.      MT  (+/- 180 meters Scaled)
 GA0483
 GA0483                          SUPERSEDED SURVEY CONTROL
 GA0483
 GA0483  NGVD 29 (??/??/92)  487.824  (m)         1600.47   (f) ADJ UNCH    2 0
 GA0483
 GA0483.Superseded values are not recommended for survey control.
 GA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0483.See file dsdata.txt to determine how the superseded data were derived.
 GA0483
 GA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA820320(NAD 83)
 GA0483_MARKER: DB = BENCH MARK DISK
 GA0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0483_SP_SET: CULVERT
 GA0483_STAMPING: N 123 1935
 GA0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0483
 GA0483  HISTORY     - Date     Condition        Report By
 GA0483  HISTORY     - 1935     MONUMENTED       CGS
 GA0483  HISTORY     - 1984     MARK NOT FOUND   NGS
 GA0483
 GA0483                          STATION DESCRIPTION
 GA0483
 GA0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0483'9.3 MI N FROM JOHNSON CITY.
 GA0483'IN SULLIVAN COUNTY, 9.3 MILES NORTH ALONG U.S. HIGHWAY 11 E FROM
 GA0483'THE SOUTHERN RAILWAY STATION AT JOHNSON CITY, WASHINGTON COUNTY,
 GA0483'26 YARDS NORTH OF THE JUNCTION OF THE OLD BRISTIL HIGHWAY, 46
 GA0483'YARDS NORTH OF THE D.O. CARR SERVICE STATION, AT A CONCRETE
 GA0483'CULVERT, 16 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 11
 GA0483'E, IN THE TOP OF THE SOUTH END OF THE CULVERT, AND 6 INCHES LOWER
 GA0483'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 123 1935.
 GA0483
 GA0483                          STATION RECOVERY (1984)
 GA0483
 GA0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB0937 ***********************************************************************
 FB0937  DESIGNATION -  N 125
 FB0937  PID         -  FB0937
 FB0937  STATE/COUNTY-  TN/COCKE
 FB0937  USGS QUAD   -  PAINT ROCK (1991)
 FB0937
 FB0937                         *CURRENT SURVEY CONTROL
 FB0937  ___________________________________________________________________
 FB0937* NAD 83(1986)-  35 52 59.     (N)    082 59 14.     (W)     SCALED    
 FB0937* NAVD 88     -       405.10   (+/-2cm)    1329.1    (feet)  VERTCON   
 FB0937  ___________________________________________________________________
 FB0937  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB0937
 FB0937  VERT ORDER  -  ? (See Below)
 FB0937
 FB0937.The horizontal coordinates were scaled from a topographic map and have
 FB0937.an estimated accuracy of +/- 6 seconds.
 FB0937
 FB0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0937.The vertical order pertains to the NGVD 29 superseded value.
 FB0937
 FB0937.The geoid height was determined by GEOID03.
 FB0937
 FB0937;                    North         East    Units  Estimated Accuracy
 FB0937;SPC TN       -   176,130.      871,990.      MT  (+/- 180 meters Scaled)
 FB0937
 FB0937                          SUPERSEDED SURVEY CONTROL
 FB0937
 FB0937  NGVD 29 (??/??/92)  405.236  (m)         1329.51   (f) ADJ UNCH    ?  
 FB0937
 FB0937.Superseded values are not recommended for survey control.
 FB0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0937.See file dsdata.txt to determine how the superseded data were derived.
 FB0937
 FB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV206728(NAD 83)
 FB0937_MARKER: DB = BENCH MARK DISK
 FB0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0937_STAMPING: N 125 1935
 FB0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0937+STABILITY: SURFACE MOTION
 FB0937
 FB0937  HISTORY     - Date     Condition        Report By
 FB0937  HISTORY     - 1935     MONUMENTED       CGS
 FB0937  HISTORY     - 1955     GOOD             NGS
 FB0937
 FB0937                          STATION DESCRIPTION
 FB0937
 FB0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0937'2.8 MI SE FROM DEL RIO.
 FB0937'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 107 FROM THE CROSSING OF
 FB0937'THE SOUTHERN RAILWAY AT DEL RIO, COCKE COUNTY, THENCE ONE MILE
 FB0937'SOUTHEAST ALONG THE JONESTOWN ROAD, 0.75 MILE SOUTHEAST OF
 FB0937'HARMONY GROVE, 105 FEET NORTH OF THE J. JONES HOUSE, 37 FEET
 FB0937'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 30.4 FEET SOUTH
 FB0937'OF THE NORTHEAST CORNER OF THE BARNYARD FENCE, 50 FEET NORTH OF
 FB0937'GRANNY BRANCH, AND 40 FEET SOUTHWEST OF THE ROAD.  A STANDARD
 FB0937'DISK, STAMPED N 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0937'NOTE-- CAP WAS SOMEWHAT BATTERED BUT SHOULD HAVE A GOOD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2050 ***********************************************************************
 FB2050  DESIGNATION -  N 127
 FB2050  PID         -  FB2050
 FB2050  STATE/COUNTY-  TN/SEVIER
 FB2050  USGS QUAD   -  GATLINBURG (1979)
 FB2050
 FB2050                         *CURRENT SURVEY CONTROL
 FB2050  ___________________________________________________________________
 FB2050* NAD 83(1986)-  35 41 54.     (N)    083 33 24.     (W)     SCALED    
 FB2050* NAVD 88     -       486.79   (+/-2cm)    1597.1    (feet)  VERTCON   
 FB2050  ___________________________________________________________________
 FB2050  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FB2050
 FB2050  VERT ORDER  -  ? (See Below)
 FB2050
 FB2050.The horizontal coordinates were scaled from a topographic map and have
 FB2050.an estimated accuracy of +/- 6 seconds.
 FB2050
 FB2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2050.The vertical order pertains to the NGVD 29 superseded value.
 FB2050
 FB2050.The geoid height was determined by GEOID03.
 FB2050
 FB2050;                    North         East    Units  Estimated Accuracy
 FB2050;SPC TN       -   154,210.      821,100.      MT  (+/- 180 meters Scaled)
 FB2050
 FB2050                          SUPERSEDED SURVEY CONTROL
 FB2050
 FB2050  NGVD 29 (??/??/92)  486.888  (m)         1597.40   (f) ADJ UNCH    ?  
 FB2050
 FB2050.Superseded values are not recommended for survey control.
 FB2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2050.See file dsdata.txt to determine how the superseded data were derived.
 FB2050
 FB2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV686535(NAD 83)
 FB2050_MARKER: DB = BENCH MARK DISK
 FB2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2050_STAMPING: N 127 1935
 FB2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2050+STABILITY: SURFACE MOTION
 FB2050
 FB2050  HISTORY     - Date     Condition        Report By
 FB2050  HISTORY     - 1935     MONUMENTED       CGS
 FB2050
 FB2050                          STATION DESCRIPTION
 FB2050
 FB2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB2050'0.9 MI E FROM TOWNSEND.
 FB2050'IN SEVIER COUNTY, 0.9 MILE EAST ALONG STATE HIGHWAY 73 FROM
 FB2050'TOWNSEND, BLOUNT COUNTY, THENCE 3.9 MILES NORTHEAST ALONG THE
 FB2050'WEAR VALLEY ROAD, 500 FEET NORTHEAST OF THE BLOUNT-SEVIER COUNTY
 FB2050'LINE, AT HEADRICK CHAPEL, 60 FEET WEST OF THE CEMETERY, 63.4
 FB2050'FEET NORTHEAST OF A 12-INCH TWIN WHITE-OAK TREE, 45.7 FEET
 FB2050'SOUTHEAST OF A 20-INCH WHITE-OAK TREE, AND 2 FEET SOUTHWEST OF
 FB2050'THE CHAPEL.  A STANDARD DISK, STAMPED N 127 1935 AND SET IN THE
 FB2050'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1827 ***********************************************************************
 GA1827  DESIGNATION -  N 129
 GA1827  PID         -  GA1827
 GA1827  STATE/COUNTY-  TN/JEFFERSON
 GA1827  USGS QUAD   -  TALBOTT (1980)
 GA1827
 GA1827                         *CURRENT SURVEY CONTROL
 GA1827  ___________________________________________________________________
 GA1827* NAD 83(1986)-  36 07 49.     (N)    083 28 55.     (W)     SCALED    
 GA1827* NAVD 88     -       347.309  (meters)    1139.46   (feet)  ADJUSTED  
 GA1827  ___________________________________________________________________
 GA1827  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA1827  DYNAMIC HT  -         346.988 (meters)    1138.41  (feet)  COMP
 GA1827  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 GA1827
 GA1827  VERT ORDER  -  FIRST     CLASS I
 GA1827
 GA1827.The horizontal coordinates were scaled from a topographic map and have
 GA1827.an estimated accuracy of +/- 6 seconds.
 GA1827
 GA1827.The orthometric height was determined by differential leveling
 GA1827.and adjusted by the National Geodetic Survey in June 1991..
 GA1827
 GA1827.The geoid height was determined by GEOID03.
 GA1827
 GA1827.The dynamic height is computed by dividing the NAVD 88
 GA1827.geopotential number by the normal gravity value computed on the
 GA1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1827.degrees latitude (g = 980.6199 gals.).
 GA1827
 GA1827.The modeled gravity was interpolated from observed gravity values.
 GA1827
 GA1827;                    North         East    Units  Estimated Accuracy
 GA1827;SPC TN       -   202,290.      826,630.      MT  (+/- 180 meters Scaled)
 GA1827
 GA1827                          SUPERSEDED SURVEY CONTROL
 GA1827
 GA1827  NGVD 29 (??/??/92)  347.435  (m)         1139.88   (f) ADJ UNCH    1 1
 GA1827
 GA1827.Superseded values are not recommended for survey control.
 GA1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1827.See file dsdata.txt to determine how the superseded data were derived.
 GA1827
 GA1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA766012(NAD 83)
 GA1827_MARKER: DB = BENCH MARK DISK
 GA1827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1827_SP_SET: OVERPASS
 GA1827_STAMPING: N 129 1936
 GA1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1827
 GA1827  HISTORY     - Date     Condition        Report By
 GA1827  HISTORY     - 1936     MONUMENTED       CGS
 GA1827  HISTORY     - 1967     GOOD             NGS
 GA1827
 GA1827                          STATION DESCRIPTION
 GA1827
 GA1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1827'0.6 MI E FROM JEFFERSON CITY.
 GA1827'ABOUT 0.6 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA1827'AT JEFFERSON CITY, SET VERTICALLY IN THE NORTH FACE OF THE FIRST
 GA1827'PIER SOUTH OF THE MAIN TRACK FOR THE ANDREW JOHNSON OVERPASS OVER
 GA1827'THE TRACK, 8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 GA1827'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 1 FOOT ABOVE THE
 GA1827'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0778 ***********************************************************************
 GD0778  DESIGNATION -  N 13
 GD0778  PID         -  GD0778
 GD0778  STATE/COUNTY-  TN/OBION
 GD0778  USGS QUAD   -  OBION (1983)
 GD0778
 GD0778                         *CURRENT SURVEY CONTROL
 GD0778  ___________________________________________________________________
 GD0778* NAD 83(1986)-  36 20 11.     (N)    089 11 13.     (W)     SCALED    
 GD0778* NAVD 88     -       110.324  (meters)     361.95   (feet)  ADJUSTED  
 GD0778  ___________________________________________________________________
 GD0778  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD0778  DYNAMIC HT  -         110.233 (meters)     361.66  (feet)  COMP
 GD0778  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 GD0778
 GD0778  VERT ORDER  -  SECOND    CLASS 0
 GD0778
 GD0778.The horizontal coordinates were scaled from a topographic map and have
 GD0778.an estimated accuracy of +/- 6 seconds.
 GD0778
 GD0778.The orthometric height was determined by differential leveling
 GD0778.and adjusted by the National Geodetic Survey in June 1991..
 GD0778
 GD0778.The geoid height was determined by GEOID03.
 GD0778
 GD0778.The dynamic height is computed by dividing the NAVD 88
 GD0778.geopotential number by the normal gravity value computed on the
 GD0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0778.degrees latitude (g = 980.6199 gals.).
 GD0778
 GD0778.The modeled gravity was interpolated from observed gravity values.
 GD0778
 GD0778;                    North         East    Units  Estimated Accuracy
 GD0778;SPC TN       -   226,900.      313,930.      MT  (+/- 180 meters Scaled)
 GD0778
 GD0778                          SUPERSEDED SURVEY CONTROL
 GD0778
 GD0778  NGVD 29 (??/??/??)  110.290  (m)          361.84   (f) ADJUSTED    2 0
 GD0778
 GD0778.Superseded values are not recommended for survey control.
 GD0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0778.See file dsdata.txt to determine how the superseded data were derived.
 GD0778
 GD0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF037234(NAD 83)
 GD0778_MARKER: DB = BENCH MARK DISK
 GD0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0778_STAMPING: N 13 1935
 GD0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0778+STABILITY: SURFACE MOTION
 GD0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0778+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 GD0778
 GD0778  HISTORY     - Date     Condition        Report By
 GD0778  HISTORY     - 1935     MONUMENTED       CGS
 GD0778  HISTORY     - 1967     GOOD             CGS
 GD0778  HISTORY     - 20020729 GOOD             USACE
 GD0778
 GD0778                          STATION DESCRIPTION
 GD0778
 GD0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0778'1.3 MI W FROM TROY.
 GD0778'THE MARK IS ABOUT 1.3 MILES WEST ALONG STATE ROUTE 21 FROM THE
 GD0778'SOUTHEAST CORNER OF THE PUBLIC SQUARE IN TROY, IN THE NORTHWEST
 GD0778'CORNER OF A FARMHOUSE YARD, 39 FEET NORTH OF THE APPROXIMATE
 GD0778'CENTER OF STATE ROUTE 21, 9 FEET SOUTH OF A FENCE CORNER POST,
 GD0778'AND 0.5 OF A FOOT EAST OF A METAL WITNESS POST AND SIGN IN A
 GD0778'FENCE.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 GD0778'6-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD0778'N 13 1935.
 GD0778
 GD0778                          STATION RECOVERY (2002)
 GD0778
 GD0778'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0778'DESCRIPTION IN DATABASE STATES MARK IS 39 FT N OF HWY 21.
 GD0778'THIS SHOULD BE CHANGED TO 39 FT S OF HWY 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0608 ***********************************************************************
 GB0608  DESIGNATION -  N 131
 GB0608  PID         -  GB0608
 GB0608  STATE/COUNTY-  TN/CAMPBELL
 GB0608  USGS QUAD   -  LA FOLLETTE (1990)
 GB0608
 GB0608                         *CURRENT SURVEY CONTROL
 GB0608  ___________________________________________________________________
 GB0608* NAD 83(1986)-  36 22 56.     (N)    084 07 15.     (W)     SCALED    
 GB0608* NAVD 88     -       323.411  (meters)    1061.06   (feet)  ADJUSTED  
 GB0608  ___________________________________________________________________
 GB0608  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 GB0608  DYNAMIC HT  -         323.121 (meters)    1060.11  (feet)  COMP
 GB0608  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 GB0608
 GB0608  VERT ORDER  -  SECOND    CLASS 0
 GB0608
 GB0608.The horizontal coordinates were scaled from a topographic map and have
 GB0608.an estimated accuracy of +/- 6 seconds.
 GB0608
 GB0608.The orthometric height was determined by differential leveling
 GB0608.and adjusted by the National Geodetic Survey in June 1991..
 GB0608
 GB0608.The geoid height was determined by GEOID03.
 GB0608
 GB0608.The dynamic height is computed by dividing the NAVD 88
 GB0608.geopotential number by the normal gravity value computed on the
 GB0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0608.degrees latitude (g = 980.6199 gals.).
 GB0608
 GB0608.The modeled gravity was interpolated from observed gravity values.
 GB0608
 GB0608;                    North         East    Units  Estimated Accuracy
 GB0608;SPC TN       -   228,950.      768,600.      MT  (+/- 180 meters Scaled)
 GB0608
 GB0608                          SUPERSEDED SURVEY CONTROL
 GB0608
 GB0608  NGVD 29 (??/??/92)  323.532  (m)         1061.45   (f) ADJ UNCH    2 0
 GB0608
 GB0608.Superseded values are not recommended for survey control.
 GB0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0608.See file dsdata.txt to determine how the superseded data were derived.
 GB0608
 GB0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF582301(NAD 83)
 GB0608_MARKER: DB = BENCH MARK DISK
 GB0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0608_SP_SET: ABUTMENT
 GB0608_STAMPING: N 131 1936
 GB0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0608
 GB0608  HISTORY     - Date     Condition        Report By
 GB0608  HISTORY     - 1936     MONUMENTED       CGS
 GB0608  HISTORY     - 1949     GOOD             NGS
 GB0608  HISTORY     - 1952     GOOD             TVA
 GB0608  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB0608
 GB0608                          STATION DESCRIPTION
 GB0608
 GB0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0608'AT LA FOLLETTE.
 GB0608'AT LA FOLLETTE, CAMPBELL COUNTY, ON STATE HIGHWAY 63, ABOUT 0.1
 GB0608'MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 25 W (CROSSING
 GB0608'OF TENNESSEE STREET AND CENTRAL AVENUE) AT THE CENTRAL AVENUE
 GB0608'BRIDGE OVER BIG CREEK, IN THE TOP OF THE NORTHEAST WINGWALL OF
 GB0608'THE NORTH ABUTMENT, ABOUT 16 YARDS NORTH OF THE CENTERLINE OF
 GB0608'STATE HIGHWAY 63, AND 5 FEET NORTHEAST OF A DEDICATION TABLET.
 GB0608'A STANDARD DISK, STAMPED N 131 1936.
 GB0608
 GB0608                          STATION RECOVERY (1952)
 GB0608
 GB0608'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 GB0608'RECOVERED IN GOOD CONDITION.
 GB0608
 GB0608                          STATION RECOVERY (1980)
 GB0608
 GB0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GB0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0729 ***********************************************************************
 FC0729  DESIGNATION -  N 133
 FC0729  PID         -  FC0729
 FC0729  STATE/COUNTY-  TN/ROANE
 FC0729  USGS QUAD   -  HARRIMAN (1980)
 FC0729
 FC0729                         *CURRENT SURVEY CONTROL
 FC0729  ___________________________________________________________________
 FC0729* NAD 83(1986)-  35 53 39.     (N)    084 34 03.     (W)     SCALED    
 FC0729* NAVD 88     -       289.959  (meters)     951.31   (feet)  ADJUSTED  
 FC0729  ___________________________________________________________________
 FC0729  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0729  DYNAMIC HT  -         289.691 (meters)     950.43  (feet)  COMP
 FC0729  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 FC0729
 FC0729  VERT ORDER  -  SECOND    CLASS 0
 FC0729
 FC0729.The horizontal coordinates were scaled from a topographic map and have
 FC0729.an estimated accuracy of +/- 6 seconds.
 FC0729
 FC0729.The orthometric height was determined by differential leveling
 FC0729.and adjusted by the National Geodetic Survey in June 1991..
 FC0729
 FC0729.The geoid height was determined by GEOID03.
 FC0729
 FC0729.The dynamic height is computed by dividing the NAVD 88
 FC0729.geopotential number by the normal gravity value computed on the
 FC0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0729.degrees latitude (g = 980.6199 gals.).
 FC0729
 FC0729.The modeled gravity was interpolated from observed gravity values.
 FC0729
 FC0729;                    North         East    Units  Estimated Accuracy
 FC0729;SPC TN       -   174,120.      729,320.      MT  (+/- 180 meters Scaled)
 FC0729
 FC0729                          SUPERSEDED SURVEY CONTROL
 FC0729
 FC0729  NGVD 29 (??/??/92)  290.071  (m)          951.67   (f) ADJ UNCH    2 0
 FC0729
 FC0729.Superseded values are not recommended for survey control.
 FC0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0729.See file dsdata.txt to determine how the superseded data were derived.
 FC0729
 FC0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE195749(NAD 83)
 FC0729_MARKER: DD = SURVEY DISK
 FC0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0729_STAMPING: N 133 1936
 FC0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0729+STABILITY: SURFACE MOTION
 FC0729
 FC0729  HISTORY     - Date     Condition        Report By
 FC0729  HISTORY     - 1936     MONUMENTED       TVA
 FC0729  HISTORY     - 1949     GOOD             NGS
 FC0729
 FC0729                          STATION DESCRIPTION
 FC0729
 FC0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0729'3.5 MI S FROM HARRIMAN.
 FC0729'3.5 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL, AT
 FC0729'HARRIMAN, ROANE COUNTY, 1.0 MILE SOUTH OF THE MONKS SERVICE
 FC0729'STATION, 1.2 MILES NORTH OF A SHELLEY SERVICE STATION, 14 YARDS
 FC0729'SOUTHEAST OF THE DOOR OF THE P.D. MOORE FRAMEHOUSE, 34 YARDS
 FC0729'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND AT A FENCE CORNER.
 FC0729'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED N 133 1936
 FC0729'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0944 ***********************************************************************
 FE0944  DESIGNATION -  N 134
 FE0944  PID         -  FE0944
 FE0944  STATE/COUNTY-  TN/LAUDERDALE
 FE0944  USGS QUAD   -  GATES (1983)
 FE0944
 FE0944                         *CURRENT SURVEY CONTROL
 FE0944  ___________________________________________________________________
 FE0944* NAD 83(1986)-  35 48 01.     (N)    089 27 54.     (W)     SCALED    
 FE0944* NAVD 88     -       128.833  (meters)     422.68   (feet)  ADJUSTED  
 FE0944  ___________________________________________________________________
 FE0944  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 FE0944  DYNAMIC HT  -         128.722 (meters)     422.32  (feet)  COMP
 FE0944  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 FE0944
 FE0944  VERT ORDER  -  FIRST     CLASS I
 FE0944
 FE0944.The horizontal coordinates were scaled from a topographic map and have
 FE0944.an estimated accuracy of +/- 6 seconds.
 FE0944
 FE0944.The orthometric height was determined by differential leveling
 FE0944.and adjusted by the National Geodetic Survey in June 1991..
 FE0944
 FE0944.The geoid height was determined by GEOID03.
 FE0944
 FE0944.The dynamic height is computed by dividing the NAVD 88
 FE0944.geopotential number by the normal gravity value computed on the
 FE0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0944.degrees latitude (g = 980.6199 gals.).
 FE0944
 FE0944.The modeled gravity was interpolated from observed gravity values.
 FE0944
 FE0944;                    North         East    Units  Estimated Accuracy
 FE0944;SPC TN       -   168,300.      286,880.      MT  (+/- 180 meters Scaled)
 FE0944
 FE0944                          SUPERSEDED SURVEY CONTROL
 FE0944
 FE0944  NGVD 29 (??/??/??)  128.783  (m)          422.52   (f) ADJUSTED    1 1
 FE0944
 FE0944.Superseded values are not recommended for survey control.
 FE0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0944.See file dsdata.txt to determine how the superseded data were derived.
 FE0944
 FE0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE772646(NAD 83)
 FE0944_MARKER: DB = BENCH MARK DISK
 FE0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0944_SP_SET: CULVERT
 FE0944_STAMPING: N 134 1957
 FE0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0944+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 FE0944
 FE0944  HISTORY     - Date     Condition        Report By
 FE0944  HISTORY     - 1957     MONUMENTED       CGS
 FE0944  HISTORY     - 1974     GOOD             NGS
 FE0944  HISTORY     - 20020803 GOOD             USACE
 FE0944
 FE0944                          STATION DESCRIPTION
 FE0944
 FE0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0944'4.2 MI SW FROM GATES.
 FE0944'ABOUT 4.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE
 FE0944'JUNCTION OF STATE HIGHWAY 88 AT GATES, 0.55 MILE SOUTHWEST OF
 FE0944'THE INTERSECTION OF CURVE-NANKIPOO ROAD AND SCHOOL HOUSE IN
 FE0944'SMALL COMMUNITY OF CURVE, 66 1/2 FEET EAST OF THE SOUTHWEST
 FE0944'CORNER OF A SMALL SHACK LIKE HOUSE WITH IMITATION BRICK SIDING,
 FE0944'82.8 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A TELEPHONE
 FE0944'CABLE MARKER N60, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 FE0944'SET IN TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 FE0944'4-FOOT BOX CULVERT, 2 FEET BELOW LEVEL OF THE HIGHWAY.
 FE0944
 FE0944                          STATION RECOVERY (2002)
 FE0944
 FE0944'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0944'OLD HWY 51 IS NOW STATE HWY 209.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0805 ***********************************************************************
 FE0805  DESIGNATION -  N 14
 FE0805  PID         -  FE0805
 FE0805  STATE/COUNTY-  TN/GIBSON
 FE0805  USGS QUAD   -  TRENTON (1981)
 FE0805
 FE0805                         *CURRENT SURVEY CONTROL
 FE0805  ___________________________________________________________________
 FE0805* NAD 83(1986)-  35 56 45.     (N)    088 57 08.     (W)     SCALED    
 FE0805* NAVD 88     -       100.848  (meters)     330.87   (feet)  ADJUSTED  
 FE0805  ___________________________________________________________________
 FE0805  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0805  DYNAMIC HT  -         100.762 (meters)     330.58  (feet)  COMP
 FE0805  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 FE0805
 FE0805  VERT ORDER  -  SECOND    CLASS 0
 FE0805
 FE0805.The horizontal coordinates were scaled from a topographic map and have
 FE0805.an estimated accuracy of +/- 6 seconds.
 FE0805
 FE0805.The orthometric height was determined by differential leveling
 FE0805.and adjusted by the National Geodetic Survey in June 1991..
 FE0805
 FE0805.The geoid height was determined by GEOID03.
 FE0805
 FE0805.The dynamic height is computed by dividing the NAVD 88
 FE0805.geopotential number by the normal gravity value computed on the
 FE0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0805.degrees latitude (g = 980.6199 gals.).
 FE0805
 FE0805.The modeled gravity was interpolated from observed gravity values.
 FE0805
 FE0805;                    North         East    Units  Estimated Accuracy
 FE0805;SPC TN       -   182,920.      333,690.      MT  (+/- 180 meters Scaled)
 FE0805
 FE0805                          SUPERSEDED SURVEY CONTROL
 FE0805
 FE0805  NGVD 29 (??/??/??)  100.887  (m)          330.99   (f) ADJUSTED    2 0
 FE0805
 FE0805.Superseded values are not recommended for survey control.
 FE0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0805.See file dsdata.txt to determine how the superseded data were derived.
 FE0805
 FE0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE239797(NAD 83)
 FE0805_MARKER: DB = BENCH MARK DISK
 FE0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0805_STAMPING: N 14 1935
 FE0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0805+STABILITY: SURFACE MOTION
 FE0805
 FE0805  HISTORY     - Date     Condition        Report By
 FE0805  HISTORY     - 1935     MONUMENTED       CGS
 FE0805  HISTORY     - 20020419 MARK NOT FOUND   USACE
 FE0805
 FE0805                          STATION DESCRIPTION
 FE0805
 FE0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0805'2.4 MI S FROM TRENTON.
 FE0805'2.4 MILES SOUTH ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 FE0805'CITY WATER WORKS AT TRENTON, GIBSON COUNTY, AT MILEAGE 411.9,
 FE0805'45 FEET SOUTH OF BRIDGE 411.92, 39 FEET EAST OF THE CENTERLINE
 FE0805'OF THE TRACK, AND 1 FOOT FROM THE RIGHT-OF-WAY FENCE.  A STANDARD
 FE0805'DISK, STAMPED N 14 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0805
 FE0805                          STATION RECOVERY (2002)
 FE0805
 FE0805'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0805'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0471 ***********************************************************************
 FC0471  DESIGNATION -  N 15
 FC0471  PID         -  FC0471
 FC0471  STATE/COUNTY-  TN/MCMINN
 FC0471  USGS QUAD   -  RICEVILLE (1990)
 FC0471
 FC0471                         *CURRENT SURVEY CONTROL
 FC0471  ___________________________________________________________________
 FC0471* NAD 83(1986)-  35 28 52.     (N)    084 41 54.     (W)     SCALED    
 FC0471* NAVD 88     -       236.520  (meters)     775.98   (feet)  ADJUSTED  
 FC0471  ___________________________________________________________________
 FC0471  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FC0471  DYNAMIC HT  -         236.290 (meters)     775.23  (feet)  COMP
 FC0471  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 FC0471
 FC0471  VERT ORDER  -  SECOND    CLASS 0
 FC0471
 FC0471.The horizontal coordinates were scaled from a topographic map and have
 FC0471.an estimated accuracy of +/- 6 seconds.
 FC0471
 FC0471.The orthometric height was determined by differential leveling
 FC0471.and adjusted by the National Geodetic Survey in June 1991..
 FC0471
 FC0471.The geoid height was determined by GEOID03.
 FC0471
 FC0471.The dynamic height is computed by dividing the NAVD 88
 FC0471.geopotential number by the normal gravity value computed on the
 FC0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0471.degrees latitude (g = 980.6199 gals.).
 FC0471
 FC0471.The modeled gravity was interpolated from observed gravity values.
 FC0471
 FC0471;                    North         East    Units  Estimated Accuracy
 FC0471;SPC TN       -   128,130.      718,120.      MT  (+/- 180 meters Scaled)
 FC0471
 FC0471                          SUPERSEDED SURVEY CONTROL
 FC0471
 FC0471  NGVD 29 (??/??/92)  236.588  (m)          776.21   (f) ADJ UNCH    2 0
 FC0471
 FC0471.Superseded values are not recommended for survey control.
 FC0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0471.See file dsdata.txt to determine how the superseded data were derived.
 FC0471
 FC0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE088288(NAD 83)
 FC0471_MARKER: DB = BENCH MARK DISK
 FC0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0471_SP_SET: BRIDGE
 FC0471_STAMPING: N 15 1933
 FC0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0471
 FC0471  HISTORY     - Date     Condition        Report By
 FC0471  HISTORY     - 1933     MONUMENTED       CGS
 FC0471  HISTORY     - 1949     GOOD             NGS
 FC0471
 FC0471                          STATION DESCRIPTION
 FC0471
 FC0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FC0471'6.2 MI E FROM DECATUR.
 FC0471'IN MC MINN COUNTY, 6.2 MILES EAST ALONG STATE HIGHWAY 30 FROM
 FC0471'THE COUNTY COURTHOUSE AT DECATUR, MEIGS COUNTY, AT THE EAST END
 FC0471'OF A 5-SPAN CONCRETE BRIDGE, AND IN THE CENTER OF THE TOP OF THE
 FC0471'NORTH WINGWALL, 14.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 FC0471'A STANDARD DISK, STAMPED N 15 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0819 ***********************************************************************
 GD0819  DESIGNATION -  N 151
 GD0819  PID         -  GD0819
 GD0819  STATE/COUNTY-  TN/DYER
 GD0819  USGS QUAD   -  DYERSBURG (1983)
 GD0819
 GD0819                         *CURRENT SURVEY CONTROL
 GD0819  ___________________________________________________________________
 GD0819* NAD 83(1986)-  36 00 42.     (N)    089 23 44.     (W)     SCALED    
 GD0819* NAVD 88     -        82.987  (meters)     272.27   (feet)  ADJUSTED  
 GD0819  ___________________________________________________________________
 GD0819  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD0819  DYNAMIC HT  -          82.917 (meters)     272.04  (feet)  COMP
 GD0819  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GD0819
 GD0819  VERT ORDER  -  SECOND    CLASS 0
 GD0819
 GD0819.The horizontal coordinates were scaled from a topographic map and have
 GD0819.an estimated accuracy of +/- 6 seconds.
 GD0819
 GD0819.The orthometric height was determined by differential leveling
 GD0819.and adjusted by the National Geodetic Survey in June 1991..
 GD0819
 GD0819.The geoid height was determined by GEOID03.
 GD0819
 GD0819.The dynamic height is computed by dividing the NAVD 88
 GD0819.geopotential number by the normal gravity value computed on the
 GD0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0819.degrees latitude (g = 980.6199 gals.).
 GD0819
 GD0819.The modeled gravity was interpolated from observed gravity values.
 GD0819
 GD0819;                    North         East    Units  Estimated Accuracy
 GD0819;SPC TN       -   191,520.      293,970.      MT  (+/- 180 meters Scaled)
 GD0819
 GD0819                          SUPERSEDED SURVEY CONTROL
 GD0819
 GD0819  NGVD 29 (??/??/??)   82.998  (m)          272.30   (f) ADJUSTED    2 0
 GD0819
 GD0819.Superseded values are not recommended for survey control.
 GD0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0819.See file dsdata.txt to determine how the superseded data were derived.
 GD0819
 GD0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE841878(NAD 83)
 GD0819_MARKER: DB = BENCH MARK DISK
 GD0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0819_STAMPING: N 151 1943
 GD0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0819+STABILITY: SURFACE MOTION
 GD0819
 GD0819  HISTORY     - Date     Condition        Report By
 GD0819  HISTORY     - 1943     MONUMENTED       CGS
 GD0819  HISTORY     - 1952     MARK NOT FOUND   CGS
 GD0819
 GD0819                          STATION DESCRIPTION
 GD0819
 GD0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0819'1.5 MI S FROM DYERSBURG.
 GD0819'1.5 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE COURTHOUSE AT
 GD0819'DYERSBURG, DYER COUNTY, TO THE INTERSECTION OF A GRAVEL ROAD
 GD0819'LEADING WEST AND TO THE BENCH MARK.  THE BENCH MARK IS 70 FEET
 GD0819'NORTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING WEST, 31.8 FEET
 GD0819'WEST OF AND 1 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY, 2.3 FEET
 GD0819'WEST OF TELEPHONE POLE NO. 19 AND 1.7 FOOT NORTH OF A 4 IN X 4 IN
 GD0819'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 151 1943
 GD0819'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 GD0819'NOTE-- CONDITIONS AT THE SITE OF THE STATION INDICATES THAT THIS
 GD0819'MARK MAY HAVE BEEN DESTROYED BY NEW LANDSCAPING.  THE STATION IS
 GD0819'NEAR THE LOCATION OF THE DYERSBURG PLAZA COURT.  A GOOD SIZE
 GD0819'BLOCK OF CONCRETE WAS FOUND AT THIS SITE, WHICH MAY HAVE BEEN A
 GD0819'PORTION OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1758 ***********************************************************************
 FE1758  DESIGNATION -  N 152
 FE1758  PID         -  FE1758
 FE1758  STATE/COUNTY-  TN/DYER
 FE1758  USGS QUAD   -  KNOB CREEK (1972)
 FE1758
 FE1758                         *CURRENT SURVEY CONTROL
 FE1758  ___________________________________________________________________
 FE1758* NAD 83(1986)-  35 56 19.     (N)    089 34 40.     (W)     SCALED    
 FE1758* NAVD 88     -        79.240  (meters)     259.97   (feet)  ADJUSTED  
 FE1758  ___________________________________________________________________
 FE1758  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FE1758  DYNAMIC HT  -          79.173 (meters)     259.75  (feet)  COMP
 FE1758  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 FE1758
 FE1758  VERT ORDER  -  SECOND    CLASS 0
 FE1758
 FE1758.The horizontal coordinates were scaled from a topographic map and have
 FE1758.an estimated accuracy of +/- 6 seconds.
 FE1758
 FE1758.The orthometric height was determined by differential leveling
 FE1758.and adjusted by the National Geodetic Survey in June 1991..
 FE1758
 FE1758.The geoid height was determined by GEOID03.
 FE1758
 FE1758.The dynamic height is computed by dividing the NAVD 88
 FE1758.geopotential number by the normal gravity value computed on the
 FE1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1758.degrees latitude (g = 980.6199 gals.).
 FE1758
 FE1758.The modeled gravity was interpolated from observed gravity values.
 FE1758
 FE1758;                    North         East    Units  Estimated Accuracy
 FE1758;SPC TN       -   184,000.      277,250.      MT  (+/- 180 meters Scaled)
 FE1758
 FE1758                          SUPERSEDED SURVEY CONTROL
 FE1758
 FE1758  NGVD 29 (??/??/??)   79.179  (m)          259.77   (f) ADJUSTED    2 0
 FE1758
 FE1758.Superseded values are not recommended for survey control.
 FE1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1758.See file dsdata.txt to determine how the superseded data were derived.
 FE1758
 FE1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE674802(NAD 83)
 FE1758_MARKER: DB = BENCH MARK DISK
 FE1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1758_STAMPING: N 152 1943
 FE1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1758+STABILITY: SURFACE MOTION
 FE1758
 FE1758  HISTORY     - Date     Condition        Report By
 FE1758  HISTORY     - 1943     MONUMENTED       CGS
 FE1758  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1758
 FE1758                          STATION DESCRIPTION
 FE1758
 FE1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FE1758'4.6 MI NE FROM HALES POINT.
 FE1758'IN DYER COUNTY, 3.1 MILES EAST ALONG STATE HIGHWAY 88 FROM THE
 FE1758'PUBLIC SCHOOL AT HALES POINT, LAUDERDALE COUNTY, THENCE 1.5 MILES
 FE1758'NORTH ALONG A PAVED ROAD, AT A LARGE TWO-STORY FRAMEHOUSE, 30 FEET
 FE1758'NORTHWEST OF THE CENTERLINE OF THE ROAD, 4.5 FEET EAST OF THE
 FE1758'SOUTHEAST CORNER OF THE HOUSE, 2.5 FEET NORTH OF A WHITE WOODEN
 FE1758'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 FE1758'N 152 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 FE1758'FOOT ABOVE GROUND.
 FE1758
 FE1758                          STATION RECOVERY (2002)
 FE1758
 FE1758'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0924 ***********************************************************************
 GD0924  DESIGNATION -  N 154
 GD0924  PID         -  GD0924
 GD0924  STATE/COUNTY-  TN/DYER
 GD0924  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0924
 GD0924                         *CURRENT SURVEY CONTROL
 GD0924  ___________________________________________________________________
 GD0924* NAD 83(1986)-  36 02 09.     (N)    089 30 00.     (W)     SCALED    
 GD0924* NAVD 88     -        82.197  (meters)     269.67   (feet)  ADJUSTED  
 GD0924  ___________________________________________________________________
 GD0924  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD0924  DYNAMIC HT  -          82.127 (meters)     269.44  (feet)  COMP
 GD0924  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 GD0924
 GD0924  VERT ORDER  -  SECOND    CLASS 0
 GD0924
 GD0924.The horizontal coordinates were scaled from a topographic map and have
 GD0924.an estimated accuracy of +/- 6 seconds.
 GD0924
 GD0924.The orthometric height was determined by differential leveling
 GD0924.and adjusted by the National Geodetic Survey in June 1991..
 GD0924
 GD0924.The geoid height was determined by GEOID03.
 GD0924
 GD0924.The dynamic height is computed by dividing the NAVD 88
 GD0924.geopotential number by the normal gravity value computed on the
 GD0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0924.degrees latitude (g = 980.6199 gals.).
 GD0924
 GD0924.The modeled gravity was interpolated from observed gravity values.
 GD0924
 GD0924;                    North         East    Units  Estimated Accuracy
 GD0924;SPC TN       -   194,530.      284,650.      MT  (+/- 180 meters Scaled)
 GD0924
 GD0924                          SUPERSEDED SURVEY CONTROL
 GD0924
 GD0924  NGVD 29 (??/??/??)   82.125  (m)          269.44   (f) ADJUSTED    2 0
 GD0924
 GD0924.Superseded values are not recommended for survey control.
 GD0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0924.See file dsdata.txt to determine how the superseded data were derived.
 GD0924
 GD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE747908(NAD 83)
 GD0924_MARKER: DB = BENCH MARK DISK
 GD0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0924_STAMPING: N 154 1943
 GD0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0924+STABILITY: SURFACE MOTION
 GD0924
 GD0924  HISTORY     - Date     Condition        Report By
 GD0924  HISTORY     - 1943     MONUMENTED       CGS
 GD0924  HISTORY     - 1952     MARK NOT FOUND   CGS
 GD0924
 GD0924                          STATION DESCRIPTION
 GD0924
 GD0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GD0924'1 MI W FROM FINLEY.
 GD0924'1.0 MILE WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 GD0924'FINLEY, AT A CROSSROADS KNOWN AS BIG BOY JUNCTION, 60.5 FEET
 GD0924'WEST OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE PAVED
 GD0924'ROAD LEADING SOUTH, 52.6 FEET SOUTH OF THE CENTERLINE OF THE
 GD0924'HIGHWAY, NEAR A COTTON GIN, 9.8 FEET WEST OF THE NORTH CORNER OF
 GD0924'A HOUSE BELONGING TO THE COTTON GIN, 4.9 FEET SOUTHWEST OF A
 GD0924'TELEPHONE POLE AT AN ANGLE IN THE TELEPHONE LINE AND POINT WHERE
 GD0924'A POWERLINE CROSSES, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 GD0924'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 GD0924'N 154 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0471 ***********************************************************************
 FE0471  DESIGNATION -  N 154
 FE0471  PID         -  FE0471
 FE0471  STATE/COUNTY-  TN/MCNAIRY
 FE0471  USGS QUAD   -  POCAHONTAS (1950)
 FE0471
 FE0471                         *CURRENT SURVEY CONTROL
 FE0471  ___________________________________________________________________
 FE0471* NAD 83(1986)-  35 02 48.     (N)    088 45 54.     (W)     SCALED    
 FE0471* NAVD 88     -       115.789  (meters)     379.88   (feet)  ADJUSTED  
 FE0471  ___________________________________________________________________
 FE0471  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FE0471  DYNAMIC HT  -         115.678 (meters)     379.52  (feet)  COMP
 FE0471  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 FE0471
 FE0471  VERT ORDER  -  FIRST     CLASS II
 FE0471
 FE0471.The horizontal coordinates were scaled from a topographic map and have
 FE0471.an estimated accuracy of +/- 6 seconds.
 FE0471
 FE0471.The orthometric height was determined by differential leveling
 FE0471.and adjusted by the National Geodetic Survey in June 1991..
 FE0471
 FE0471.The geoid height was determined by GEOID03.
 FE0471
 FE0471.The dynamic height is computed by dividing the NAVD 88
 FE0471.geopotential number by the normal gravity value computed on the
 FE0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0471.degrees latitude (g = 980.6199 gals.).
 FE0471
 FE0471.The modeled gravity was interpolated from observed gravity values.
 FE0471
 FE0471;                    North         East    Units  Estimated Accuracy
 FE0471;SPC TN       -    82,710.      347,760.      MT  (+/- 180 meters Scaled)
 FE0471
 FE0471                          SUPERSEDED SURVEY CONTROL
 FE0471
 FE0471  NGVD 29 (??/??/??)  115.770  (m)          379.82   (f) ADJUSTED    1 2
 FE0471
 FE0471.Superseded values are not recommended for survey control.
 FE0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0471.See file dsdata.txt to determine how the superseded data were derived.
 FE0471
 FE0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD390796(NAD 83)
 FE0471_MARKER: DB = BENCH MARK DISK
 FE0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0471_SP_SET: CONCRETE BASE
 FE0471_STAMPING: N 154 1944
 FE0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0471
 FE0471  HISTORY     - Date     Condition        Report By
 FE0471  HISTORY     - 1944     MONUMENTED       CGS
 FE0471  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0471
 FE0471                          STATION DESCRIPTION
 FE0471
 FE0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0471'2.2 MI E FROM POCAHONTAS.
 FE0471'IN MCNAIRY  COUNTY, 2.2 MILES EAST ALONG THE SOUTHERN RAILWAY
 FE0471'FROM THE STATION AT POCAHONTAS, HARDEMAN COUNTY, AT BLOCK SIGNAL
 FE0471'4753 A, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 FE0471'BASE, 9.4 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 FE0471'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 154 1944.
 FE0471
 FE0471                          STATION RECOVERY (1983)
 FE0471
 FE0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0471'NOT SEARCHED FOR, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0270 ***********************************************************************
 FE0270  DESIGNATION -  N 155
 FE0270  PID         -  FE0270
 FE0270  STATE/COUNTY-  TN/HARDIN
 FE0270  USGS QUAD   -  PICKWICK (1972)
 FE0270
 FE0270                         *CURRENT SURVEY CONTROL
 FE0270  ___________________________________________________________________
 FE0270* NAD 83(1986)-  35 01 37.     (N)    088 14 07.     (W)     SCALED    
 FE0270* NAVD 88     -       176.698  (meters)     579.72   (feet)  ADJUSTED  
 FE0270  ___________________________________________________________________
 FE0270  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE0270  DYNAMIC HT  -         176.535 (meters)     579.18  (feet)  COMP
 FE0270  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 FE0270
 FE0270  VERT ORDER  -  FIRST     CLASS II
 FE0270
 FE0270.The horizontal coordinates were scaled from a topographic map and have
 FE0270.an estimated accuracy of +/- 6 seconds.
 FE0270
 FE0270.The orthometric height was determined by differential leveling
 FE0270.and adjusted by the National Geodetic Survey in June 1991..
 FE0270
 FE0270.The geoid height was determined by GEOID03.
 FE0270
 FE0270.The dynamic height is computed by dividing the NAVD 88
 FE0270.geopotential number by the normal gravity value computed on the
 FE0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0270.degrees latitude (g = 980.6199 gals.).
 FE0270
 FE0270.The modeled gravity was interpolated from observed gravity values.
 FE0270
 FE0270;                    North         East    Units  Estimated Accuracy
 FE0270;SPC TN       -    79,290.      396,020.      MT  (+/- 180 meters Scaled)
 FE0270
 FE0270                          SUPERSEDED SURVEY CONTROL
 FE0270
 FE0270  NGVD 29 (??/??/??)  176.706  (m)          579.74   (f) ADJUSTED    1 2
 FE0270
 FE0270.Superseded values are not recommended for survey control.
 FE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0270.See file dsdata.txt to determine how the superseded data were derived.
 FE0270
 FE0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD873767(NAD 83)
 FE0270_MARKER: DB = BENCH MARK DISK
 FE0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0270_STAMPING: N 155 1944
 FE0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0270+STABILITY: SURFACE MOTION
 FE0270
 FE0270  HISTORY     - Date     Condition        Report By
 FE0270  HISTORY     - 1944     MONUMENTED       CGS
 FE0270  HISTORY     - 1949     GOOD             CGS
 FE0270  HISTORY     - 1972     GOOD             TVA
 FE0270
 FE0270                          STATION DESCRIPTION
 FE0270
 FE0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0270'1.9 MI S FROM PICKWICK DAM.
 FE0270'1.9 MILES SOUTH ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FE0270'PICKWICK DAM, HARDIN COUNTY, AT A TRACK-ROAD INTERSECTION, 37
 FE0270'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 FE0270'SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 2 FEET NORTH OF
 FE0270'A WHITE WOODEN WITNESS POST, 2 FEET WEST OF A STEEL POST, AND
 FE0270'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N 155 1944 AND
 FE0270'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FE0270'GROUND.  NOTE-- MONUMENT IS .44 FT NW FROM CENTERLINE OF HWY 57,
 FE0270'37.0 FT NE AND ABOUT THE SAME ELEVATION AS CENTERLINE OF OLD HWY
 FE0270'57.  180 FT N FROM INTERSECTION OLD HWY AND HWY 57.  2.0 S FROM
 FE0270'POWER POLE.
 FE0270
 FE0270                          STATION RECOVERY (1972)
 FE0270
 FE0270'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0991 ***********************************************************************
 FE0991  DESIGNATION -  N 156
 FE0991  PID         -  FE0991
 FE0991  STATE/COUNTY-  TN/FAYETTE
 FE0991  USGS QUAD   -  GRAND JUNCTION (1980)
 FE0991
 FE0991                         *CURRENT SURVEY CONTROL
 FE0991  ___________________________________________________________________
 FE0991* NAD 83(1986)-  35 02 55.     (N)    089 12 27.     (W)     SCALED    
 FE0991* NAVD 88     -       180.426  (meters)     591.95   (feet)  ADJUSTED  
 FE0991  ___________________________________________________________________
 FE0991  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FE0991  DYNAMIC HT  -         180.255 (meters)     591.39  (feet)  COMP
 FE0991  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 FE0991
 FE0991  VERT ORDER  -  FIRST     CLASS II
 FE0991
 FE0991.The horizontal coordinates were scaled from a topographic map and have
 FE0991.an estimated accuracy of +/- 6 seconds.
 FE0991
 FE0991.The orthometric height was determined by differential leveling
 FE0991.and adjusted by the National Geodetic Survey in June 1991..
 FE0991
 FE0991.The geoid height was determined by GEOID03.
 FE0991
 FE0991.The dynamic height is computed by dividing the NAVD 88
 FE0991.geopotential number by the normal gravity value computed on the
 FE0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0991.degrees latitude (g = 980.6199 gals.).
 FE0991
 FE0991.The modeled gravity was interpolated from observed gravity values.
 FE0991
 FE0991;                    North         East    Units  Estimated Accuracy
 FE0991;SPC TN       -    84,160.      307,410.      MT  (+/- 180 meters Scaled)
 FE0991
 FE0991                          SUPERSEDED SURVEY CONTROL
 FE0991
 FE0991  NGVD 29 (??/??/??)  180.364  (m)          591.74   (f) ADJUSTED    1 2
 FE0991
 FE0991.Superseded values are not recommended for survey control.
 FE0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0991.See file dsdata.txt to determine how the superseded data were derived.
 FE0991
 FE0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD986806(NAD 83)
 FE0991_MARKER: DB = BENCH MARK DISK
 FE0991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0991_SP_SET: OVERPASS
 FE0991_STAMPING: N 156 1944
 FE0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0991
 FE0991  HISTORY     - Date     Condition        Report By
 FE0991  HISTORY     - 1944     MONUMENTED       CGS
 FE0991  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE0991  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 FE0991
 FE0991                          STATION DESCRIPTION
 FE0991
 FE0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE0991'1.2 MI W FROM GRAND JUNCTION.
 FE0991'1.2 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE0991'GRAND JUNCTION, HARDEMAN COUNTY, AT THE STATE HIGHWAY 18 OVERPASS,
 FE0991'IN THE NORTH SIDE OF THE FOOTING OF THE EAST CONCRETE COLUMN,
 FE0991'10.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT HIGHER
 FE0991'THAN THE TRACK.  A STANDARD DISK, STAMPED N 156 1944 AND SET
 FE0991'VERTICALLY.
 FE0991
 FE0991                          STATION RECOVERY (1983)
 FE0991
 FE0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE0991'NOT RECOVERED.  A NEW BRIDGE HAS BEEN BUILT.
 FE0991
 FE0991                          STATION RECOVERY (2006)
 FE0991
 FE0991'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE0991'A PREVIOUSLY LOGGED THE BRIDGE AT THIS LOCATION IS TOO NEW TO CONTAIN
 FE0991'A 1944 MARK.  MARK NOT FOUND.  SEE FE2158 IN THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1141 ***********************************************************************
 FE1141  DESIGNATION -  N 157
 FE1141  PID         -  FE1141
 FE1141  STATE/COUNTY-  TN/SHELBY
 FE1141  USGS QUAD   -  COLLIERVILLE (1965)
 FE1141
 FE1141                         *CURRENT SURVEY CONTROL
 FE1141  ___________________________________________________________________
 FE1141* NAD 83(1986)-  35 02 27.     (N)    089 39 03.     (W)     SCALED    
 FE1141* NAVD 88     -       104.793  (meters)     343.81   (feet)  ADJUSTED  
 FE1141  ___________________________________________________________________
 FE1141  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FE1141  DYNAMIC HT  -         104.695 (meters)     343.49  (feet)  COMP
 FE1141  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FE1141
 FE1141  VERT ORDER  -  FIRST     CLASS II
 FE1141
 FE1141.The horizontal coordinates were scaled from a topographic map and have
 FE1141.an estimated accuracy of +/- 6 seconds.
 FE1141
 FE1141.The orthometric height was determined by differential leveling
 FE1141.and adjusted by the National Geodetic Survey in June 1991..
 FE1141
 FE1141.The geoid height was determined by GEOID03.
 FE1141
 FE1141.The dynamic height is computed by dividing the NAVD 88
 FE1141.geopotential number by the normal gravity value computed on the
 FE1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1141.degrees latitude (g = 980.6199 gals.).
 FE1141
 FE1141.The modeled gravity was interpolated from observed gravity values.
 FE1141
 FE1141;                    North         East    Units  Estimated Accuracy
 FE1141;SPC TN       -    84,710.      266,950.      MT  (+/- 180 meters Scaled)
 FE1141
 FE1141                          SUPERSEDED SURVEY CONTROL
 FE1141
 FE1141  NGVD 29 (??/??/??)  104.749  (m)          343.66   (f) ADJUSTED    1 2
 FE1141
 FE1141.Superseded values are not recommended for survey control.
 FE1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1141.See file dsdata.txt to determine how the superseded data were derived.
 FE1141
 FE1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD581807(NAD 83)
 FE1141_MARKER: DB = BENCH MARK DISK
 FE1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1141_STAMPING: N 157 1944
 FE1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1141+STABILITY: SURFACE MOTION
 FE1141
 FE1141  HISTORY     - Date     Condition        Report By
 FE1141  HISTORY     - 1944     MONUMENTED       CGS
 FE1141  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1141  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FE1141  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 FE1141
 FE1141                          STATION DESCRIPTION
 FE1141
 FE1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FE1141'0.9 MI E FROM COLLIERVILLE.
 FE1141'0.9 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FE1141'COLLIERVILLE, SHELBY COUNTY, 270 FEET SOUTHEAST ACROSS THE
 FE1141'TRACK FROM MILEPOST 527, 258 FEET SOUTH OF THE CENTERLINE OF THE
 FE1141'TRACK, IN LINE WITH THE EAST SIDE OF A FARMHOUSE, 2 FEET EAST OF
 FE1141'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 FE1141'TRACK.  A STANDARD DISK, STAMPED N 157 1944 AND SET IN THE TOP
 FE1141'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 FE1141
 FE1141                          STATION RECOVERY (1983)
 FE1141
 FE1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1141'NOT RECOVERED, PROBABLY DESTROYED BY NEW LANDSCAPING.
 FE1141
 FE1141                          STATION RECOVERY (1989)
 FE1141
 FE1141'RECOVERY NOTE BY US POWER SQUADRON 1989 (CW)
 FE1141'MARK NOT FOUND.
 FE1141
 FE1141                          STATION RECOVERY (2006)
 FE1141
 FE1141'RECOVERY NOTE BY GEOCACHING 2006 (LWB)
 FE1141'NOT FOUND, NOTHING IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0524 ***********************************************************************
 FE0524  DESIGNATION -  N 158
 FE0524  PID         -  FE0524
 FE0524  STATE/COUNTY-  TN/MCNAIRY
 FE0524  USGS QUAD   -  PURDY (1984)
 FE0524
 FE0524                         *CURRENT SURVEY CONTROL
 FE0524  ___________________________________________________________________
 FE0524* NAD 83(1986)-  35 14 32.     (N)    088 36 44.     (W)     SCALED    
 FE0524* NAVD 88     -       141.519  (meters)     464.30   (feet)  ADJUSTED  
 FE0524  ___________________________________________________________________
 FE0524  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 FE0524  DYNAMIC HT  -         141.389 (meters)     463.87  (feet)  COMP
 FE0524  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 FE0524
 FE0524  VERT ORDER  -  FIRST     CLASS II
 FE0524
 FE0524.The horizontal coordinates were scaled from a topographic map and have
 FE0524.an estimated accuracy of +/- 6 seconds.
 FE0524
 FE0524.The orthometric height was determined by differential leveling
 FE0524.and adjusted by the National Geodetic Survey in June 1991..
 FE0524
 FE0524.The geoid height was determined by GEOID03.
 FE0524
 FE0524.The dynamic height is computed by dividing the NAVD 88
 FE0524.geopotential number by the normal gravity value computed on the
 FE0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0524.degrees latitude (g = 980.6199 gals.).
 FE0524
 FE0524.The modeled gravity was interpolated from observed gravity values.
 FE0524
 FE0524;                    North         East    Units  Estimated Accuracy
 FE0524;SPC TN       -   104,020.      362,270.      MT  (+/- 180 meters Scaled)
 FE0524
 FE0524                          SUPERSEDED SURVEY CONTROL
 FE0524
 FE0524  NGVD 29 (??/??/??)  141.521  (m)          464.31   (f) ADJUSTED    1 2
 FE0524
 FE0524.Superseded values are not recommended for survey control.
 FE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0524.See file dsdata.txt to determine how the superseded data were derived.
 FE0524
 FE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE533010(NAD 83)
 FE0524_MARKER: DB = BENCH MARK DISK
 FE0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0524_STAMPING: N 158 1944
 FE0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0524+STABILITY: SURFACE MOTION
 FE0524
 FE0524  HISTORY     - Date     Condition        Report By
 FE0524  HISTORY     - 1944     MONUMENTED       CGS
 FE0524  HISTORY     - 1948     GOOD             CGS
 FE0524  HISTORY     - 1972     MARK NOT FOUND   TVA
 FE0524
 FE0524                          STATION DESCRIPTION
 FE0524
 FE0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0524'0.6 MI NW FROM BETHEL SPRINGS.
 FE0524'ABOUT 0.65 MILE NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 FE0524'RAILROAD FROM THE STATION AT BETHEL SPRINGS, ABOUT 0.45 MILE
 FE0524'NORTHWEST OF MILE POST 353, AT A DIRT ROAD CROSSING, 63 FEET
 FE0524'EAST OF THE CENTER LINE OF THE SOUTHEAST END OF TRESTLE NO.
 FE0524'353.47, 38 FEET NORTHEAST OF THE NORTHEAST RAIL, 12 FEET NORTH
 FE0524'OF A TELEPHONE POLE, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FE0524'ROAD, 2 FEET NORTH WEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 FE0524'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FE0524'3 INCHES.  NOTE-- A STEEL POST WAS SET 2 FEET WEST OF MARKER.
 FE0524'THE RR TRESTLE IN THE DESCRIPTION HAS BEEN REMOVED.  A NEW
 FE0524'DRAINAGE DITCH HAS BEEN DUG ON BOTH SIDES OF RR.  THE GROUND AT
 FE0524'THE DESCRIBED SPOT IS PLUS OR MINUS 2 FT LOWER THAN ORIGINAL
 FE0524'GROUND.
 FE0524
 FE0524                          STATION RECOVERY (1972)
 FE0524
 FE0524'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0486 ***********************************************************************
 FE0486  DESIGNATION -  N 159
 FE0486  PID         -  FE0486
 FE0486  STATE/COUNTY-  TN/MADISON
 FE0486  USGS QUAD   -  HENDERSON (1983)
 FE0486
 FE0486                         *CURRENT SURVEY CONTROL
 FE0486  ___________________________________________________________________
 FE0486* NAD 83(1986)-  35 29 17.     (N)    088 43 06.     (W)     SCALED    
 FE0486* NAVD 88     -       117.474  (meters)     385.41   (feet)  ADJUSTED  
 FE0486  ___________________________________________________________________
 FE0486  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FE0486  DYNAMIC HT  -         117.367 (meters)     385.06  (feet)  COMP
 FE0486  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 FE0486
 FE0486  VERT ORDER  -  FIRST     CLASS II
 FE0486
 FE0486.The horizontal coordinates were scaled from a topographic map and have
 FE0486.an estimated accuracy of +/- 6 seconds.
 FE0486
 FE0486.The orthometric height was determined by differential leveling
 FE0486.and adjusted by the National Geodetic Survey in June 1991..
 FE0486
 FE0486.The geoid height was determined by GEOID03.
 FE0486
 FE0486.The dynamic height is computed by dividing the NAVD 88
 FE0486.geopotential number by the normal gravity value computed on the
 FE0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0486.degrees latitude (g = 980.6199 gals.).
 FE0486
 FE0486.The modeled gravity was interpolated from observed gravity values.
 FE0486
 FE0486;                    North         East    Units  Estimated Accuracy
 FE0486;SPC TN       -   131,540.      353,370.      MT  (+/- 180 meters Scaled)
 FE0486
 FE0486                          SUPERSEDED SURVEY CONTROL
 FE0486
 FE0486  NGVD 29 (??/??/??)  117.498  (m)          385.49   (f) ADJUSTED    1 2
 FE0486
 FE0486.Superseded values are not recommended for survey control.
 FE0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0486.See file dsdata.txt to determine how the superseded data were derived.
 FE0486
 FE0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE441285(NAD 83)
 FE0486_MARKER: DB = BENCH MARK DISK
 FE0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE0486_SP_SET: BUILDING
 FE0486_STAMPING: N 159 1944
 FE0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0486+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 FE0486
 FE0486  HISTORY     - Date     Condition        Report By
 FE0486  HISTORY     - 1944     MONUMENTED       CGS
 FE0486  HISTORY     - 1948     GOOD             CGS
 FE0486  HISTORY     - 1972     GOOD             TVA
 FE0486  HISTORY     - 20020920 GOOD             USACE
 FE0486
 FE0486                          STATION DESCRIPTION
 FE0486
 FE0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0486'AT PINSON.
 FE0486'AT PINSON, SET VERTICALLY IN THE NORTHEAST WALL OF THE PINSON
 FE0486'HIGH SCHOOL BUILDING, 6 FEET NORTHWEST OF THE CENTER OF THE
 FE0486'NORTHEAST (FRONT) ENTRANCE AND 3 FEET ABOVE THE GROUND.
 FE0486'NOTE-- SCHOOL IS NOW PINSON ELEM. SCHOOL.
 FE0486
 FE0486                          STATION RECOVERY (1972)
 FE0486
 FE0486'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0486'RECOVERED IN GOOD CONDITION.
 FE0486
 FE0486                          STATION RECOVERY (2002)
 FE0486
 FE0486'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0486'OLD SCHOOL BUILDING ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0700 ***********************************************************************
 FE0700  DESIGNATION -  N 160
 FE0700  PID         -  FE0700
 FE0700  STATE/COUNTY-  TN/GIBSON
 FE0700  USGS QUAD   -  MEDINA (1981)
 FE0700
 FE0700                         *CURRENT SURVEY CONTROL
 FE0700  ___________________________________________________________________
 FE0700* NAD 83(1986)-  35 50 00.     (N)    088 45 05.     (W)     SCALED    
 FE0700* NAVD 88     -       154.929  (meters)     508.30   (feet)  ADJUSTED  
 FE0700  ___________________________________________________________________
 FE0700  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE0700  DYNAMIC HT  -         154.794 (meters)     507.85  (feet)  COMP
 FE0700  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 FE0700
 FE0700  VERT ORDER  -  FIRST     CLASS II
 FE0700
 FE0700.The horizontal coordinates were scaled from a topographic map and have
 FE0700.an estimated accuracy of +/- 6 seconds.
 FE0700
 FE0700.The orthometric height was determined by differential leveling
 FE0700.and adjusted by the National Geodetic Survey in June 1991..
 FE0700
 FE0700.The geoid height was determined by GEOID03.
 FE0700
 FE0700.The dynamic height is computed by dividing the NAVD 88
 FE0700.geopotential number by the normal gravity value computed on the
 FE0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0700.degrees latitude (g = 980.6199 gals.).
 FE0700
 FE0700.The modeled gravity was interpolated from observed gravity values.
 FE0700
 FE0700;                    North         East    Units  Estimated Accuracy
 FE0700;SPC TN       -   169,920.      351,450.      MT  (+/- 180 meters Scaled)
 FE0700
 FE0700                          SUPERSEDED SURVEY CONTROL
 FE0700
 FE0700  NGVD 29 (??/??/??)  154.980  (m)          508.46   (f) ADJUSTED    1 2
 FE0700
 FE0700.Superseded values are not recommended for survey control.
 FE0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0700.See file dsdata.txt to determine how the superseded data were derived.
 FE0700
 FE0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE418668(NAD 83)
 FE0700_MARKER: DB = BENCH MARK DISK
 FE0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0700_SP_SET: CONCRETE BASE
 FE0700_STAMPING: N 160 1944
 FE0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0700
 FE0700  HISTORY     - Date     Condition        Report By
 FE0700  HISTORY     - 1944     MONUMENTED       CGS
 FE0700  HISTORY     - 1948     GOOD             CGS
 FE0700
 FE0700                          STATION DESCRIPTION
 FE0700
 FE0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0700'2.6 MI N FROM MEDINA.
 FE0700'ABOUT 2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 FE0700'FROM THE STATION AT MEDINA, ABOUT 0.4 MILE SOUTH OF MILE POST
 FE0700'C 454, AT THE SOUTH END OF WEST SIDING, SET IN THE TOP OF THE
 FE0700'NORTHEAST CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL NO. 454/4,
 FE0700'7 FEET WEST OF THE WEST RAIL AND 1 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0364 ***********************************************************************
 GD0364  DESIGNATION -  N 161
 GD0364  PID         -  GD0364
 GD0364  STATE/COUNTY-  TN/WEAKLEY
 GD0364  USGS QUAD   -  GREENFIELD (1985)
 GD0364
 GD0364                         *CURRENT SURVEY CONTROL
 GD0364  ___________________________________________________________________
 GD0364* NAD 83(1986)-  36 07 48.     (N)    088 47 48.     (W)     SCALED    
 GD0364* NAVD 88     -       109.064  (meters)     357.82   (feet)  ADJUSTED  
 GD0364  ___________________________________________________________________
 GD0364  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0364  DYNAMIC HT  -         108.973 (meters)     357.52  (feet)  COMP
 GD0364  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 GD0364
 GD0364  VERT ORDER  -  FIRST     CLASS II
 GD0364
 GD0364.The horizontal coordinates were scaled from a topographic map and have
 GD0364.an estimated accuracy of +/- 6 seconds.
 GD0364
 GD0364.The orthometric height was determined by differential leveling
 GD0364.and adjusted by the National Geodetic Survey in June 1991..
 GD0364
 GD0364.The geoid height was determined by GEOID03.
 GD0364
 GD0364.The dynamic height is computed by dividing the NAVD 88
 GD0364.geopotential number by the normal gravity value computed on the
 GD0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0364.degrees latitude (g = 980.6199 gals.).
 GD0364
 GD0364.The modeled gravity was interpolated from observed gravity values.
 GD0364
 GD0364;                    North         East    Units  Estimated Accuracy
 GD0364;SPC TN       -   202,940.      348,300.      MT  (+/- 180 meters Scaled)
 GD0364
 GD0364                          SUPERSEDED SURVEY CONTROL
 GD0364
 GD0364  NGVD 29 (??/??/??)  109.098  (m)          357.93   (f) ADJUSTED    1 2
 GD0364
 GD0364.Superseded values are not recommended for survey control.
 GD0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0364.See file dsdata.txt to determine how the superseded data were derived.
 GD0364
 GD0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE383998(NAD 83)
 GD0364_MARKER: DB = BENCH MARK DISK
 GD0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0364_STAMPING: N 161 1944
 GD0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0364+STABILITY: SURFACE MOTION
 GD0364
 GD0364  HISTORY     - Date     Condition        Report By
 GD0364  HISTORY     - 1944     MONUMENTED       CGS
 GD0364  HISTORY     - 1967     GOOD             CGS
 GD0364
 GD0364                          STATION DESCRIPTION
 GD0364
 GD0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0364'1.6 MI S FROM GREENFIELD.
 GD0364'THIS BENCH MARK IS ABOUT 1.6 MILES SOUTH ALONG THE ILLINOIS
 GD0364'CENTRAL RAILROAD FROM THE NEW STATION IN GREENFIELD, 123 YARDS
 GD0364'SOUTH OF MILE POST C 433, 24 YARDS AND ACROSS THE TRACK SOUTHWEST
 GD0364'OF A WHISTLE POST, 46.5 FEET WEST OF THE WEST RAIL, 24 FEET
 GD0364'WEST-NORTHWEST OF A TELEPHONE POLE, 10 FEET SOUTH OF A SOUTH
 GD0364'GATE POST, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 0.6 OF A FOOT
 GD0364'EAST OF A METAL WITNESS POST AND SIGN, AND NEAR THE NORTH END
 GD0364'OF A 3 FOOT CUT.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD0364'7-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE
 GD0364'DISK IS STAMPED N 161 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1282 ***********************************************************************
 GA1282  DESIGNATION -  N 162
 GA1282  PID         -  GA1282
 GA1282  STATE/COUNTY-  TN/HAWKINS
 GA1282  USGS QUAD   -  PLUM GROVE (1991)
 GA1282
 GA1282                         *CURRENT SURVEY CONTROL
 GA1282  ___________________________________________________________________
 GA1282* NAD 83(1995)-  36 30 49.43845(N)    082 45 27.25743(W)     ADJUSTED  
 GA1282* NAVD 88     -       362.480  (meters)    1189.24   (feet)  ADJUSTED  
 GA1282  ___________________________________________________________________
 GA1282  X           -     647,049.868 (meters)                     COMP
 GA1282  Y           -  -5,091,602.027 (meters)                     COMP
 GA1282  Z           -   3,774,356.491 (meters)                     COMP
 GA1282  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GA1282  ELLIP HEIGHT-         331.15  (meters)          (10/23/02) GPS OBS
 GA1282  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GA1282  DYNAMIC HT  -         362.154 (meters)    1188.17  (feet)  COMP
 GA1282  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA1282
 GA1282  HORZ ORDER  -  FIRST
 GA1282  VERT ORDER  -  FIRST     CLASS I
 GA1282  ELLP ORDER  -  FIRST     CLASS II
 GA1282
 GA1282.The horizontal coordinates were established by GPS observations
 GA1282.and adjusted by the National Geodetic Survey in October 2002..
 GA1282
 GA1282.The orthometric height was determined by differential leveling
 GA1282.and adjusted by the National Geodetic Survey in June 1991..
 GA1282
 GA1282.Photographs are available for this station.
 GA1282
 GA1282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA1282
 GA1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1282
 GA1282.The ellipsoidal height was determined by GPS observations
 GA1282.and is referenced to NAD 83.
 GA1282
 GA1282.The geoid height was determined by GEOID03.
 GA1282
 GA1282.The dynamic height is computed by dividing the NAVD 88
 GA1282.geopotential number by the normal gravity value computed on the
 GA1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1282.degrees latitude (g = 980.6199 gals.).
 GA1282
 GA1282.The modeled gravity was interpolated from observed gravity values.
 GA1282
 GA1282;                    North         East     Units Scale Factor Converg.
 GA1282;SPC TN       -   246,730.888   890,393.718   MT  1.00001866   +1 53 53.7
 GA1282;SPC TN       -   809,482.92  2,921,233.39   sFT  1.00001866   +1 53 53.7
 GA1282;UTM  17      - 4,042,367.922   342,620.747   MT  0.99990516   -1 02 45.6
 GA1282
 GA1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1282!SPC TN       -   0.99994803  x   1.00001866  =   0.99996669
 GA1282!UTM  17      -   0.99994803  x   0.99990516  =   0.99985320
 GA1282
 GA1282                          SUPERSEDED SURVEY CONTROL
 GA1282
 GA1282  NAVD 88 (10/23/02)  362.48   (m)         1189.2    (f) LEVELING    3  
 GA1282  NGVD 29 (??/??/92)  362.626  (m)         1189.72   (f) ADJ UNCH    1 1
 GA1282
 GA1282.Superseded values are not recommended for survey control.
 GA1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1282.See file dsdata.txt to determine how the superseded data were derived.
 GA1282
 GA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4262142368(NAD 83)
 GA1282_MARKER: DB = BENCH MARK DISK
 GA1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1282_STAMPING: N 162 1967
 GA1282_MARK LOGO: CGS   
 GA1282_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1282+STABILITY: SURFACE MOTION
 GA1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA1282+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 GA1282
 GA1282  HISTORY     - Date     Condition        Report By
 GA1282  HISTORY     - 1967     MONUMENTED       CGS
 GA1282  HISTORY     - 20020114 GOOD             NGS
 GA1282  HISTORY     - 20050620 GOOD             CAS
 GA1282
 GA1282                          STATION DESCRIPTION
 GA1282
 GA1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1282'3 MI W FROM CHURCH HILL.
 GA1282'ABOUT 3.05 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1282'FROM THE STATION AT CHURCH HILL, 59 1/2 FEET SOUTH OF THE SOUTH
 GA1282'RAIL OF THE TRACK, 76 FEET SOUTHWEST OF MILEPOST 57, 21 FEET
 GA1282'WEST OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE HOLLISTON
 GA1282'MILLS INC. PLANT, 44 1/2 FEET WEST OF THE SOUTHWEST CORNER OF
 GA1282'A GUARD HOUSE FOR THE PLANT, 5 FEET NORTHWEST OF A SIGN WHICH
 GA1282'READS NO ADMITTANCE EMPLOYEES ONLY, 4 1/2 FEET WEST OF THE WEST
 GA1282'CURB OF THE ENTRANCE ROAD, ABOUT LEVEL WITH THE TRACK, AND
 GA1282'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE
 GA1282'OF THE GROUND.
 GA1282
 GA1282                          STATION RECOVERY (2002)
 GA1282
 GA1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 GA1282'THE STATION IS LOCATED ABOUT  3 MI WEST-SOUTHWEST OF CHURH HILL, IN A
 GA1282'GRASSY AREA
 GA1282'BETWEEN A RAILROAD AND THE PERIMETER FENCE FOR THE HOLLISTON MILLS
 GA1282'INC. PLANT,  JUST
 GA1282'ACROSS THE PAVED ENTRANCE ROAD TO THE PLANT FROM A GUARD HOUSE, AND IN
 GA1282'THE RAILROAD
 GA1282'RIGHT-OF-WAY.  OWNERSHIP--SOUTHERN RAILWAY.
 GA1282' 
 GA1282'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 346
 GA1282'NEAR THE
 GA1282'SOUTHWEST SIDE OF CHURCH HILL, GO WESTERLY ON HIGHWAY 11 FOR 1.9 MI TO
 GA1282'A PAVED ROAD
 GA1282'LEFT.  TURN LEFT, SOUTH AND DOWNHILL, ON THE ROAD FOR 0.05 MI TO A
 GA1282'PAVED T-JUNCTION.  TURN
 GA1282'RIGHT, SOUTHWEST, ON HOLLISTON MILLS ROAD FOR 0.15 MI TO THE ENTRANCE
 GA1282'ROAD TO THE PLANT
 GA1282'AND THE STATION ON THE LEFT.
 GA1282' 
 GA1282'THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH
 GA1282'WITH THE GROUND.
 GA1282'IT IS 76.0 FT SOUTHWEST OF RAILROAD MILEPOST 57, 59.5 FT SOUTH OF THE
 GA1282'SOUTH RAIL OF THE
 GA1282'TRACKS, 44.5 FT WEST OF THE SOUTHWEST CORNER OF THE GUARD HOUSE FOR
 GA1282'THE PLANT, 5.0 FT
 GA1282'NORTHWEST OF A SIGN WHICH READS NO ADMITTANCE EMPLOYEES ONLY, AND 4.5
 GA1282'FT WEST OF THE
 GA1282'WEST CURB FOR THE ENTRANCE ROAD TO THE PLANT.
 GA1282'
 GA1282
 GA1282                          STATION RECOVERY (2005)
 GA1282
 GA1282'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JCA)
 GA1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1865 ***********************************************************************
 GA1865  DESIGNATION -  N 163
 GA1865  PID         -  GA1865
 GA1865  STATE/COUNTY-  TN/HAMBLEN
 GA1865  USGS QUAD   -  SPRINGVALE (1980)
 GA1865
 GA1865                         *CURRENT SURVEY CONTROL
 GA1865  ___________________________________________________________________
 GA1865* NAD 83(1986)-  36 14 34.     (N)    083 13 34.     (W)     SCALED    
 GA1865* NAVD 88     -       386.384  (meters)    1267.66   (feet)  ADJUSTED  
 GA1865  ___________________________________________________________________
 GA1865  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA1865  DYNAMIC HT  -         386.031 (meters)    1266.50  (feet)  COMP
 GA1865  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GA1865
 GA1865  VERT ORDER  -  FIRST     CLASS I
 GA1865
 GA1865.The horizontal coordinates were scaled from a topographic map and have
 GA1865.an estimated accuracy of +/- 6 seconds.
 GA1865
 GA1865.The orthometric height was determined by differential leveling
 GA1865.and adjusted by the National Geodetic Survey in June 1991..
 GA1865
 GA1865.The geoid height was determined by GEOID03.
 GA1865
 GA1865.The dynamic height is computed by dividing the NAVD 88
 GA1865.geopotential number by the normal gravity value computed on the
 GA1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1865.degrees latitude (g = 980.6199 gals.).
 GA1865
 GA1865.The modeled gravity was interpolated from observed gravity values.
 GA1865
 GA1865;                    North         East    Units  Estimated Accuracy
 GA1865;SPC TN       -   215,390.      849,300.      MT  (+/- 180 meters Scaled)
 GA1865
 GA1865                          SUPERSEDED SURVEY CONTROL
 GA1865
 GA1865  NGVD 29 (??/??/92)  386.523  (m)         1268.12   (f) ADJ UNCH    1 1
 GA1865
 GA1865.Superseded values are not recommended for survey control.
 GA1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1865.See file dsdata.txt to determine how the superseded data were derived.
 GA1865
 GA1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA999131(NAD 83)
 GA1865_MARKER: DB = BENCH MARK DISK
 GA1865_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GA1865_SP_SET: 21 FEET
 GA1865_STAMPING: N 163 1967
 GA1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1865
 GA1865  HISTORY     - Date     Condition        Report By
 GA1865  HISTORY     - 1967     MONUMENTED       CGS
 GA1865
 GA1865                          STATION DESCRIPTION
 GA1865
 GA1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1865'1.9 MI SW FROM RUSSELLVILLE.
 GA1865'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 E FROM THE
 GA1865'POST OFFICE AT RUSSELLVILLE, 0.35 MILE NORTHEAST OF MILEPOST
 GA1865'85 WHICH IS LOCATED ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1865'TRACK, SOUTHEAST OF THE HIGHWAY, 81 FEET NORTHEAST OF THE CENTER
 GA1865'OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD, 27 1/2 FEET
 GA1865'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 48 1/2 FEET
 GA1865'NORTHWEST AND ACROSS THE TRACK FROM A POLE, 4 1/2 FEET SOUTHWEST
 GA1865'OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF A FENCE, 1.6 FEET
 GA1865'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 GA1865'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 GA1865'THAT IS DRIVEN TO A DEPTH OF 21 FEET AND IS ENCASED IN A 5-INCH
 GA1865'IRON PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1168 ***********************************************************************
 FB1168  DESIGNATION -  N 164
 FB1168  PID         -  FB1168
 FB1168  STATE/COUNTY-  TN/COCKE
 FB1168  USGS QUAD   -  NEWPORT (1992)
 FB1168
 FB1168                         *CURRENT SURVEY CONTROL
 FB1168  ___________________________________________________________________
 FB1168* NAD 83(1986)-  35 58 11.     (N)    083 11 49.     (W)     SCALED    
 FB1168* NAVD 88     -       318.025  (meters)    1043.39   (feet)  ADJUSTED  
 FB1168  ___________________________________________________________________
 FB1168  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB1168  DYNAMIC HT  -         317.724 (meters)    1042.40  (feet)  COMP
 FB1168  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FB1168
 FB1168  VERT ORDER  -  FIRST     CLASS I
 FB1168
 FB1168.The horizontal coordinates were scaled from a topographic map and have
 FB1168.an estimated accuracy of +/- 6 seconds.
 FB1168
 FB1168.The orthometric height was determined by differential leveling
 FB1168.and adjusted by the National Geodetic Survey in June 1991..
 FB1168
 FB1168.The geoid height was determined by GEOID03.
 FB1168
 FB1168.The dynamic height is computed by dividing the NAVD 88
 FB1168.geopotential number by the normal gravity value computed on the
 FB1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1168.degrees latitude (g = 980.6199 gals.).
 FB1168
 FB1168.The modeled gravity was interpolated from observed gravity values.
 FB1168
 FB1168;                    North         East    Units  Estimated Accuracy
 FB1168;SPC TN       -   185,180.      852,780.      MT  (+/- 180 meters Scaled)
 FB1168
 FB1168                          SUPERSEDED SURVEY CONTROL
 FB1168
 FB1168  NGVD 29 (??/??/92)  318.170  (m)         1043.86   (f) ADJ UNCH    1 1
 FB1168
 FB1168.Superseded values are not recommended for survey control.
 FB1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1168.See file dsdata.txt to determine how the superseded data were derived.
 FB1168
 FB1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV019828(NAD 83)
 FB1168_MARKER: DB = BENCH MARK DISK
 FB1168_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FB1168_SP_SET: 16 FT
 FB1168_STAMPING: N 164 1967
 FB1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1168
 FB1168  HISTORY     - Date     Condition        Report By
 FB1168  HISTORY     - 1967     MONUMENTED       CGS
 FB1168
 FB1168                          STATION DESCRIPTION
 FB1168
 FB1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB1168'0.6 MI NW FROM NEWPORT.
 FB1168'ABOUT 0.55 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB1168'RAILROAD FROM THE STATION AT NEWPORT, 115 FEET NORTHWEST AND
 FB1168'ACROSS THE TRACK FROM MILEPOST 207, 21 1/2 FEET SOUTHWEST OF THE
 FB1168'SOUTHWEST RAIL OF THE MAIN TRACK, 8 FEET SOUTHWEST OF THE
 FB1168'SOUTHWEST RAIL OF A SIDETRACK, 59 1/2 FEET NORTHEAST OF THE
 FB1168'NORTHEAST CORNER OF A BRICK BUILDING WHICH IS OCCUPIED BY THE
 FB1168'RHYME LUMBER COMPANY, 1 1/2 FEET NORTHEAST OF A CHAIN LINK FENCE,
 FB1168'1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 FB1168'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 FB1168'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS
 FB1168'ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1589 ***********************************************************************
 GC1589  DESIGNATION -  N 166
 GC1589  PID         -  GC1589
 GC1589  STATE/COUNTY-  TN/STEWART
 GC1589  USGS QUAD   -  STANDING ROCK (1986)
 GC1589
 GC1589                         *CURRENT SURVEY CONTROL
 GC1589  ___________________________________________________________________
 GC1589* NAD 83(1986)-  36 25 16.     (N)    087 58 01.     (W)     SCALED    
 GC1589* NAVD 88     -       188.573  (meters)     618.68   (feet)  ADJUSTED  
 GC1589  ___________________________________________________________________
 GC1589  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GC1589  DYNAMIC HT  -         188.416 (meters)     618.16  (feet)  COMP
 GC1589  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 GC1589
 GC1589  VERT ORDER  -  FIRST     CLASS II
 GC1589
 GC1589.The horizontal coordinates were scaled from a topographic map and have
 GC1589.an estimated accuracy of +/- 6 seconds.
 GC1589
 GC1589.The orthometric height was determined by differential leveling
 GC1589.and adjusted by the National Geodetic Survey in June 1991..
 GC1589
 GC1589.The geoid height was determined by GEOID03.
 GC1589
 GC1589.The dynamic height is computed by dividing the NAVD 88
 GC1589.geopotential number by the normal gravity value computed on the
 GC1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1589.degrees latitude (g = 980.6199 gals.).
 GC1589
 GC1589.The modeled gravity was interpolated from observed gravity values.
 GC1589
 GC1589;                    North         East    Units  Estimated Accuracy
 GC1589;SPC TN       -   233,410.      423,610.      MT  (+/- 180 meters Scaled)
 GC1589
 GC1589                          SUPERSEDED SURVEY CONTROL
 GC1589
 GC1589  NGVD 29 (??/??/92)  188.609  (m)          618.79   (f) ADJ UNCH    1 2
 GC1589
 GC1589.Superseded values are not recommended for survey control.
 GC1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1589.See file dsdata.txt to determine how the superseded data were derived.
 GC1589
 GC1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF133310(NAD 83)
 GC1589_MARKER: DB = BENCH MARK DISK
 GC1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1589_STAMPING: N 166 1947
 GC1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1589+STABILITY: SURFACE MOTION
 GC1589
 GC1589  HISTORY     - Date     Condition        Report By
 GC1589  HISTORY     - 1947     MONUMENTED       CGS
 GC1589  HISTORY     - 1972     GOOD             TVA
 GC1589  HISTORY     - 1987     GOOD             USPSQD
 GC1589
 GC1589                          STATION DESCRIPTION
 GC1589
 GC1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1589'12.6 MI SW FROM DOVER.
 GC1589'9.7 MILES WEST ALONG U.S. HIGHWAY 79 FROM THE COURTHOUSE AT
 GC1589'DOVER, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG THE T.V.A. ROAD
 GC1589'LEADING TO MC KINNON, ABOUT 0.9 MILE SOUTHEAST OF THE JUNCTION
 GC1589'OF A GRAVEL ROAD LEADING NORTHEAST, 0.1 MILE NORTHWEST AROUND A
 GC1589'CURVE FROM A ROW OF WHITE GUARD RAIL POSTS ALONG THE WEST SIDE
 GC1589'OF THE ROAD, AT A CURVE WITH TANGENTS LEADING EAST AND NORTHWEST,
 GC1589'36 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 41 FEET
 GC1589'NORTHEAST OF A 14-INCH BLAZED OAK TREE, 13.5 FEET SOUTHEAST OF A
 GC1589'10-INCH BLAZED OAK TREE, 9 FEET NORTHWEST OF AN 8-INCH BLAZED
 GC1589'OAK TREE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 GC1589'POST PROJECTING ABOUT 4 INCHES.  NOTE-- STATION IS 37 FT SW OF
 GC1589'CENTERLINE OF HWY 36.0 FT N 55 W FROM POWER POLE (ANGLE POLE),
 GC1589'13.5 FT S 50 E OF A 16 IN WHITE OAK, 9.5 N 45 W OF 14 IN WHITE
 GC1589'OAK 40.6 N 55 E OF 18 IN WHITE OAK.  TVA POST AND SIGN SET.
 GC1589
 GC1589                          STATION RECOVERY (1972)
 GC1589
 GC1589'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1589'RECOVERED IN GOOD CONDITION.
 GC1589
 GC1589                          STATION RECOVERY (1987)
 GC1589
 GC1589'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1617 ***********************************************************************
 GC1617  DESIGNATION -  N 167
 GC1617  PID         -  GC1617
 GC1617  STATE/COUNTY-  TN/HUMPHREYS
 GC1617  USGS QUAD   -  HALLS CREEK (1973)
 GC1617
 GC1617                         *CURRENT SURVEY CONTROL
 GC1617  ___________________________________________________________________
 GC1617* NAD 83(1986)-  36 12 41.     (N)    087 49 51.     (W)     SCALED    
 GC1617* NAVD 88     -       181.954  (meters)     596.96   (feet)  ADJUSTED  
 GC1617  ___________________________________________________________________
 GC1617  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC1617  DYNAMIC HT  -         181.801 (meters)     596.46  (feet)  COMP
 GC1617  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 GC1617
 GC1617  VERT ORDER  -  FIRST     CLASS II
 GC1617
 GC1617.The horizontal coordinates were scaled from a topographic map and have
 GC1617.an estimated accuracy of +/- 6 seconds.
 GC1617
 GC1617.The orthometric height was determined by differential leveling
 GC1617.and adjusted by the National Geodetic Survey in June 1991..
 GC1617
 GC1617.The geoid height was determined by GEOID03.
 GC1617
 GC1617.The dynamic height is computed by dividing the NAVD 88
 GC1617.geopotential number by the normal gravity value computed on the
 GC1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1617.degrees latitude (g = 980.6199 gals.).
 GC1617
 GC1617.The modeled gravity was interpolated from observed gravity values.
 GC1617
 GC1617;                    North         East    Units  Estimated Accuracy
 GC1617;SPC TN       -   209,910.      435,380.      MT  (+/- 180 meters Scaled)
 GC1617
 GC1617                          SUPERSEDED SURVEY CONTROL
 GC1617
 GC1617  NGVD 29 (??/??/92)  181.988  (m)          597.07   (f) ADJ UNCH    1 2
 GC1617
 GC1617.Superseded values are not recommended for survey control.
 GC1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1617.See file dsdata.txt to determine how the superseded data were derived.
 GC1617
 GC1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF253077(NAD 83)
 GC1617_MARKER: DB = BENCH MARK DISK
 GC1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1617_STAMPING: N 167 1947
 GC1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1617+STABILITY: SURFACE MOTION
 GC1617
 GC1617  HISTORY     - Date     Condition        Report By
 GC1617  HISTORY     - 1947     MONUMENTED       CGS
 GC1617  HISTORY     - 1973     MARK NOT FOUND   TVA
 GC1617
 GC1617                          STATION DESCRIPTION
 GC1617
 GC1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GC1617'10.6 MI N FROM WAVERLY.
 GC1617'0.3 MILE WEST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE AT
 GC1617'WAVERLY, THENCE ABOUT 10.2 MILES NORTH ALONG THE GRAVEL ROAD
 GC1617'LEADING TO MC KINNON, ABOUT 0.1 MILE NORTHEAST AND 3.6 MILES
 GC1617'NORTH OF THE GENERAL STORE AT TRINITY, ABOUT 1.7 MILES NORTH OF
 GC1617'THE FORD OVER HALLS CREEK, ABOUT 0.95 MILE SOUTH OF THE CHURCH OF
 GC1617'CHRIST OF LATTER-DAY SAINTS, ABOUT 0.2 MILE SOUTH OF KNIGHTS
 GC1617'CEMETERY, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 37 FEET
 GC1617'WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 31 FEET
 GC1617'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 13 FEET
 GC1617'SOUTHEAST OF A 20-INCH BLAZED OAK TREE, 10 FEET NORTH OF ANOTHER
 GC1617'20-INCH BLAZED OAK TREE, ABOUT LEVEL WITH THE JUNCTION, AND IN
 GC1617'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 GC1617'NOTE-- GRADING WORK HAS BEEN DONE AND THE MONUMENT MAY HAVE BEEN
 GC1617'PUSHED OUT.
 GC1617
 GC1617                          STATION RECOVERY (1973)
 GC1617
 GC1617'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GC1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0243 ***********************************************************************
 GD0243  DESIGNATION -  N 168
 GD0243  PID         -  GD0243
 GD0243  STATE/COUNTY-  TN/BENTON
 GD0243  USGS QUAD   -  CAMDEN (1984)
 GD0243
 GD0243                         *CURRENT SURVEY CONTROL
 GD0243  ___________________________________________________________________
 GD0243* NAD 83(1986)-  36 02 03.     (N)    088 02 52.     (W)     SCALED    
 GD0243* NAVD 88     -       111.722  (meters)     366.54   (feet)  ADJUSTED  
 GD0243  ___________________________________________________________________
 GD0243  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD0243  DYNAMIC HT  -         111.627 (meters)     366.23  (feet)  COMP
 GD0243  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GD0243
 GD0243  VERT ORDER  -  FIRST     CLASS II
 GD0243
 GD0243.The horizontal coordinates were scaled from a topographic map and have
 GD0243.an estimated accuracy of +/- 6 seconds.
 GD0243
 GD0243.The orthometric height was determined by differential leveling
 GD0243.and adjusted by the National Geodetic Survey in June 1991..
 GD0243
 GD0243.The geoid height was determined by GEOID03.
 GD0243
 GD0243.The dynamic height is computed by dividing the NAVD 88
 GD0243.geopotential number by the normal gravity value computed on the
 GD0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0243.degrees latitude (g = 980.6199 gals.).
 GD0243
 GD0243.The modeled gravity was interpolated from observed gravity values.
 GD0243
 GD0243;                    North         East    Units  Estimated Accuracy
 GD0243;SPC TN       -   190,640.      415,470.      MT  (+/- 180 meters Scaled)
 GD0243
 GD0243                          SUPERSEDED SURVEY CONTROL
 GD0243
 GD0243  NGVD 29 (??/??/??)  111.754  (m)          366.65   (f) ADJUSTED    1 2
 GD0243
 GD0243.Superseded values are not recommended for survey control.
 GD0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0243.See file dsdata.txt to determine how the superseded data were derived.
 GD0243
 GD0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE056882(NAD 83)
 GD0243_MARKER: DB = BENCH MARK DISK
 GD0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0243_SP_SET: CULVERT
 GD0243_STAMPING: N 168 1947
 GD0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0243
 GD0243  HISTORY     - Date     Condition        Report By
 GD0243  HISTORY     - 1947     MONUMENTED       CGS
 GD0243  HISTORY     - 1969     GOOD             CGS
 GD0243
 GD0243                          STATION DESCRIPTION
 GD0243
 GD0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0243'3 MI E FROM CAMDEN.
 GD0243'THE MARK IS ABOUT 3.0 MILES EAST ALONG THE OLD NASHVILLE,
 GD0243'CHATTANOOGA AND ST. LOUIS RAILROAD FROM THE STATION IN CAMDEN.
 GD0243'(THIS IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD).  IT IS
 GD0243'APPROXIMATELY 0.3 OF A MILE WEST OF MILEPOST 83, 19 1/2 RAILS
 GD0243'WEST-NORTHWEST OF BLOCK SIGNALS 83.0 AND 83.1, 2 POLES WEST OF
 GD0243'TELEGRAPH POLE NO. 83-15, 43 FEET SOUTH OF THE SOUTH RAIL OF THE
 GD0243'RAILROAD, 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN, AND
 GD0243'ABOUT 15 FEET BELOW THE LEVEL OF THE TRACKS.  IT IS A STANDARD
 GD0243'DISK CEMENTED IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 GD0243'HEADWALL OF A 12-FOOT, DOUBLE, CONCRETE BOX CULVERT AND THE
 GD0243'DISK IS STAMPED N 168 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0113 ***********************************************************************
 FE0113  DESIGNATION -  N 169
 FE0113  PID         -  FE0113
 FE0113  STATE/COUNTY-  TN/DECATUR
 FE0113  USGS QUAD   -  JEANNETTE (1986)
 FE0113
 FE0113                         *CURRENT SURVEY CONTROL
 FE0113  ___________________________________________________________________
 FE0113* NAD 83(1986)-  35 37 59.     (N)    088 03 18.     (W)     SCALED    
 FE0113* NAVD 88     -       123.246  (meters)     404.35   (feet)  ADJUSTED  
 FE0113  ___________________________________________________________________
 FE0113  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FE0113  DYNAMIC HT  -         123.137 (meters)     403.99  (feet)  COMP
 FE0113  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 FE0113
 FE0113  VERT ORDER  -  FIRST     CLASS II
 FE0113
 FE0113.The horizontal coordinates were scaled from a topographic map and have
 FE0113.an estimated accuracy of +/- 6 seconds.
 FE0113
 FE0113.The orthometric height was determined by differential leveling
 FE0113.and adjusted by the National Geodetic Survey in June 1991..
 FE0113
 FE0113.The geoid height was determined by GEOID03.
 FE0113
 FE0113.The dynamic height is computed by dividing the NAVD 88
 FE0113.geopotential number by the normal gravity value computed on the
 FE0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0113.degrees latitude (g = 980.6199 gals.).
 FE0113
 FE0113.The modeled gravity was interpolated from observed gravity values.
 FE0113
 FE0113;                    North         East    Units  Estimated Accuracy
 FE0113;SPC TN       -   146,160.      413,880.      MT  (+/- 180 meters Scaled)
 FE0113
 FE0113                          SUPERSEDED SURVEY CONTROL
 FE0113
 FE0113  NGVD 29 (??/??/??)  123.262  (m)          404.40   (f) ADJUSTED    1 2
 FE0113
 FE0113.Superseded values are not recommended for survey control.
 FE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0113.See file dsdata.txt to determine how the superseded data were derived.
 FE0113
 FE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE044437(NAD 83)
 FE0113_MARKER: DB = BENCH MARK DISK
 FE0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE0113_SP_SET: CULVERT
 FE0113_STAMPING: N 169 1947
 FE0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE0113
 FE0113  HISTORY     - Date     Condition        Report By
 FE0113  HISTORY     - 1947     MONUMENTED       CGS
 FE0113
 FE0113                          STATION DESCRIPTION
 FE0113
 FE0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0113'4.2 MI E FROM PARSONS.
 FE0113'4.25 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE POST
 FE0113'OFFICE AT PARSONS, ABOUT 0.4 MILE WEST OF THE JUNCTION OF A
 FE0113'GRAVEL ROAD LEADING SOUTH TO PERRYVILLE, ABOUT 0.1 MILE WEST OF A
 FE0113'DIM ROAD SOUTH, ABOUT 100 YARDS SOUTHEAST AND ACROSS THE HIGHWAY
 FE0113'FROM A SMALL IMITATION BRICK FARM HOUSE, SET IN THE TOP OF THE
 FE0113'WEST END OF THE SOUTH HEAD WALL OF A 18-FOOT DOUBLE CONCRETE
 FE0113'BOX CULVERT, 21 FEET SOUTH OF AND ABOUT 1 FOOT BELOW THE CENTER
 FE0113'LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1124 ***********************************************************************
 FE1124  DESIGNATION -  N 17
 FE1124  PID         -  FE1124
 FE1124  STATE/COUNTY-  TN/SHELBY
 FE1124  USGS QUAD   -  GERMANTOWN (1997)
 FE1124
 FE1124                         *CURRENT SURVEY CONTROL
 FE1124  ___________________________________________________________________
 FE1124* NAD 83(1986)-  35 05 59.     (N)    089 52 14.     (W)     SCALED    
 FE1124* NAVD 88     -       102.272  (meters)     335.54   (feet)  ADJUSTED  
 FE1124  ___________________________________________________________________
 FE1124  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FE1124  DYNAMIC HT  -         102.178 (meters)     335.23  (feet)  COMP
 FE1124  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 FE1124
 FE1124  VERT ORDER  -  SECOND    CLASS 0
 FE1124
 FE1124.The horizontal coordinates were scaled from a topographic map and have
 FE1124.an estimated accuracy of +/- 6 seconds.
 FE1124
 FE1124.The orthometric height was determined by differential leveling
 FE1124.and adjusted by the National Geodetic Survey in June 1991..
 FE1124
 FE1124.The geoid height was determined by GEOID03.
 FE1124
 FE1124.The dynamic height is computed by dividing the NAVD 88
 FE1124.geopotential number by the normal gravity value computed on the
 FE1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1124.degrees latitude (g = 980.6199 gals.).
 FE1124
 FE1124.The modeled gravity was interpolated from observed gravity values.
 FE1124
 FE1124;                    North         East    Units  Estimated Accuracy
 FE1124;SPC TN       -    92,010.      247,180.      MT  (+/- 180 meters Scaled)
 FE1124
 FE1124                          SUPERSEDED SURVEY CONTROL
 FE1124
 FE1124  NGVD 29 (??/??/??)  102.242  (m)          335.44   (f) ADJUSTED    2 0
 FE1124
 FE1124.Superseded values are not recommended for survey control.
 FE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1124.See file dsdata.txt to determine how the superseded data were derived.
 FE1124
 FE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD383878(NAD 83)
 FE1124_MARKER: DB = BENCH MARK DISK
 FE1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1124_STAMPING: N 17 1934
 FE1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1124+STABILITY: SURFACE MOTION
 FE1124
 FE1124  HISTORY     - Date     Condition        Report By
 FE1124  HISTORY     - 1934     MONUMENTED       CGS
 FE1124  HISTORY     - 1965     POOR             CGS
 FE1124  HISTORY     - 1983     MARK NOT FOUND   NGS
 FE1124
 FE1124                          STATION DESCRIPTION
 FE1124
 FE1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FE1124'11.2 MI E FROM MEMPHIS.
 FE1124'ABOUT 11.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE UNION
 FE1124'STATION AT MEMPHIS, SHELBY COUNTY, ABOUT 151 FEET NORTHWEST OF
 FE1124'MILEPOST 541, 84 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 FE1124'1 FOOT SOUTHWEST OF A FENCE, AND 88 FEET WEST OF THE CENTERLINE
 FE1124'OF A NORTH-SOUTH ROAD.  A STANDARD DISK, STAMPED N 17 1934 AND
 FE1124'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DISK HAS BEEN
 FE1124'BADLY MUTILATED.
 FE1124
 FE1124                          STATION RECOVERY (1983)
 FE1124
 FE1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE1124'NOT RECOVERED, TWO USE BENCH MARK DISKS WERE FOUND LYING BEHIND A SHED
 FE1124'IN THIS AREA, NO STAMPING EVIDENT, N 17 HAS PROBABLY BEEN GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1039 ***********************************************************************
 FD1039  DESIGNATION -  N 170
 FD1039  PID         -  FD1039
 FD1039  STATE/COUNTY-  TN/WAYNE
 FD1039  USGS QUAD   -  CLIFTON (1972)
 FD1039
 FD1039                         *CURRENT SURVEY CONTROL
 FD1039  ___________________________________________________________________
 FD1039* NAD 83(1986)-  35 25 40.     (N)    087 58 00.     (W)     SCALED    
 FD1039* NAVD 88     -       115.718  (meters)     379.65   (feet)  ADJUSTED  
 FD1039  ___________________________________________________________________
 FD1039  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FD1039  DYNAMIC HT  -         115.612 (meters)     379.30  (feet)  COMP
 FD1039  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 FD1039
 FD1039  VERT ORDER  -  FIRST     CLASS II
 FD1039
 FD1039.The horizontal coordinates were scaled from a topographic map and have
 FD1039.an estimated accuracy of +/- 6 seconds.
 FD1039
 FD1039.The orthometric height was determined by differential leveling
 FD1039.and adjusted by the National Geodetic Survey in June 1991..
 FD1039
 FD1039.The geoid height was determined by GEOID03.
 FD1039
 FD1039.The dynamic height is computed by dividing the NAVD 88
 FD1039.geopotential number by the normal gravity value computed on the
 FD1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1039.degrees latitude (g = 980.6199 gals.).
 FD1039
 FD1039.The modeled gravity was interpolated from observed gravity values.
 FD1039
 FD1039;                    North         East    Units  Estimated Accuracy
 FD1039;SPC TN       -   123,220.      421,420.      MT  (+/- 180 meters Scaled)
 FD1039
 FD1039                          SUPERSEDED SURVEY CONTROL
 FD1039
 FD1039  NGVD 29 (??/??/92)  115.728  (m)          379.68   (f) ADJ UNCH    1 2
 FD1039
 FD1039.Superseded values are not recommended for survey control.
 FD1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1039.See file dsdata.txt to determine how the superseded data were derived.
 FD1039
 FD1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE122209(NAD 83)
 FD1039_MARKER: DD = SURVEY DISK
 FD1039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FD1039_SP_SET: CONCRETE
 FD1039_STAMPING: N 170 1947
 FD1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1039
 FD1039  HISTORY     - Date     Condition        Report By
 FD1039  HISTORY     - 1947     MONUMENTED       TVA
 FD1039  HISTORY     - 1950     GOOD             NGS
 FD1039
 FD1039                          STATION DESCRIPTION
 FD1039
 FD1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FD1039'4.6 MI NE FROM CLIFTON.
 FD1039'4.6 MILES NORTHEAST ALONG THE LINDEN ROAD FROM THE RIVERSIDE
 FD1039'HOTEL AT CLIFTON, AT THE SOUTH END OF THE DOUBLE-APAN STEEL-TRUSS
 FD1039'BRIDGE OVER BEECH CREEK, IN THE CONCRETE BASE OF THE EAST
 FD1039'CONCRETE RAILING, 6 FEET EAST OF THE CENTERLINE OF THE ROAD,
 FD1039'9 FEET NORTH OF THE SOUTH END OF THE CONCRETE RAIL, AND 0.5
 FD1039'FOOT ABOVE THE BRIDGE FLOOR.  A TENNESSEE VALLEY AUTHORITY
 FD1039'STANDARD DISK, STAMPED N 170 1947.  NOTE-- THIS MARK WAS FOUND
 FD1039'UNSTAMPED AND WAS ASSIGNED A DESIGNATION BY A PARTY FROM THIS
 FD1039'BUREAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0276 ***********************************************************************
 FE0276  DESIGNATION -  N 171
 FE0276  PID         -  FE0276
 FE0276  STATE/COUNTY-  TN/HARDIN
 FE0276  USGS QUAD   -  COUNCE (1984)
 FE0276
 FE0276                         *CURRENT SURVEY CONTROL
 FE0276  ___________________________________________________________________
 FE0276* NAD 83(1986)-  35 03 54.     (N)    088 15 07.     (W)     SCALED    
 FE0276* NAVD 88     -       121.905  (meters)     399.95   (feet)  ADJUSTED  
 FE0276  ___________________________________________________________________
 FE0276  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FE0276  DYNAMIC HT  -         121.793 (meters)     399.58  (feet)  COMP
 FE0276  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 FE0276
 FE0276  VERT ORDER  -  FIRST     CLASS II
 FE0276
 FE0276.The horizontal coordinates were scaled from a topographic map and have
 FE0276.an estimated accuracy of +/- 6 seconds.
 FE0276
 FE0276.The orthometric height was determined by differential leveling
 FE0276.and adjusted by the National Geodetic Survey in June 1991..
 FE0276
 FE0276.The geoid height was determined by GEOID03.
 FE0276
 FE0276.The dynamic height is computed by dividing the NAVD 88
 FE0276.geopotential number by the normal gravity value computed on the
 FE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0276.degrees latitude (g = 980.6199 gals.).
 FE0276
 FE0276.The modeled gravity was interpolated from observed gravity values.
 FE0276
 FE0276;                    North         East    Units  Estimated Accuracy
 FE0276;SPC TN       -    83,540.      394,600.      MT  (+/- 180 meters Scaled)
 FE0276
 FE0276                          SUPERSEDED SURVEY CONTROL
 FE0276
 FE0276  NGVD 29 (??/??/??)  121.914  (m)          399.98   (f) ADJUSTED    1 2
 FE0276
 FE0276.Superseded values are not recommended for survey control.
 FE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0276.See file dsdata.txt to determine how the superseded data were derived.
 FE0276
 FE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD858809(NAD 83)
 FE0276_MARKER: DB = BENCH MARK DISK
 FE0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0276_STAMPING: N 171 1947
 FE0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0276+STABILITY: SURFACE MOTION
 FE0276
 FE0276  HISTORY     - Date     Condition        Report By
 FE0276  HISTORY     - 1947     MONUMENTED       CGS
 FE0276  HISTORY     - 1949     GOOD             CGS
 FE0276
 FE0276                          STATION DESCRIPTION
 FE0276
 FE0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FE0276'AT PICKWICK DAM.
 FE0276'AT PICKWICK DAM, SET IN THE CONCRETE FLOOR AT THE NORTHEAST
 FE0276'CORNER OF THE LOWER LOCK CONCRETE GAGE HOUSE, 1 FOOT NORTHEAST
 FE0276'OF THE NORTHEAST CORNER OF THE CONCRETE GATE HOUSE, AT THE
 FE0276'EXTREME WEST END OF SOUTH LOCKWALL.
 FE0276
 FE0276                          STATION RECOVERY (1949)
 FE0276
 FE0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FE0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1347 ***********************************************************************
 GC1347  DESIGNATION -  N 172
 GC1347  PID         -  GC1347
 GC1347  STATE/COUNTY-  TN/DICKSON
 GC1347  USGS QUAD   -  BURNS (1986)
 GC1347
 GC1347                         *CURRENT SURVEY CONTROL
 GC1347  ___________________________________________________________________
 GC1347* NAD 83(1986)-  36 03 40.     (N)    087 17 27.     (W)     SCALED    
 GC1347* NAVD 88     -       238.990  (meters)     784.09   (feet)  ADJUSTED  
 GC1347  ___________________________________________________________________
 GC1347  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GC1347  DYNAMIC HT  -         238.781 (meters)     783.40  (feet)  COMP
 GC1347  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 GC1347
 GC1347  VERT ORDER  -  FIRST     CLASS II
 GC1347
 GC1347.The horizontal coordinates were scaled from a topographic map and have
 GC1347.an estimated accuracy of +/- 6 seconds.
 GC1347
 GC1347.The orthometric height was determined by differential leveling
 GC1347.and adjusted by the National Geodetic Survey in June 1991..
 GC1347
 GC1347.The geoid height was determined by GEOID03.
 GC1347
 GC1347.The dynamic height is computed by dividing the NAVD 88
 GC1347.geopotential number by the normal gravity value computed on the
 GC1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1347.degrees latitude (g = 980.6199 gals.).
 GC1347
 GC1347.The modeled gravity was interpolated from observed gravity values.
 GC1347
 GC1347;                    North         East    Units  Estimated Accuracy
 GC1347;SPC TN       -   192,460.      483,710.      MT  (+/- 180 meters Scaled)
 GC1347
 GC1347                          SUPERSEDED SURVEY CONTROL
 GC1347
 GC1347  NGVD 29 (??/??/92)  238.988  (m)          784.08   (f) ADJ UNCH    1 2
 GC1347
 GC1347.Superseded values are not recommended for survey control.
 GC1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1347.See file dsdata.txt to determine how the superseded data were derived.
 GC1347
 GC1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE738907(NAD 83)
 GC1347_MARKER: DB = BENCH MARK DISK
 GC1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GC1347_SP_SET: OVERPASS
 GC1347_STAMPING: N 172 1948
 GC1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1347
 GC1347  HISTORY     - Date     Condition        Report By
 GC1347  HISTORY     - 1948     MONUMENTED       CGS
 GC1347
 GC1347                          STATION DESCRIPTION
 GC1347
 GC1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GC1347'1.4 MI E FROM BURNS.
 GC1347'1.4 MILES EAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1347'RAILWAY FROM THE STATION AT BURNS, AT POLE 35+25, ABOUT 30 FEET
 GC1347'EAST OF SIGNAL NO. 35/6, SET IN THE TOP OF THE TOP STEP OF THE
 GC1347'NORTHWEST WINGWALL OF A CONCRETE OVER PASS OVER A NARROW GRAVEL
 GC1347'ROAD, 13.5 FEET NORTH OF THE NORTH RAIL AND 3 FEET BELOW THE
 GC1347'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0372 ***********************************************************************
 GD0372  DESIGNATION -  N 173
 GD0372  PID         -  GD0372
 GD0372  STATE/COUNTY-  TN/GIBSON
 GD0372  USGS QUAD   -  BRADFORD (1985)
 GD0372
 GD0372                         *CURRENT SURVEY CONTROL
 GD0372  ___________________________________________________________________
 GD0372* NAD 83(1986)-  36 03 12.     (N)    088 48 27.     (W)     SCALED    
 GD0372* NAVD 88     -       127.960  (meters)     419.82   (feet)  ADJUSTED  
 GD0372  ___________________________________________________________________
 GD0372  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0372  DYNAMIC HT  -         127.852 (meters)     419.46  (feet)  COMP
 GD0372  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GD0372
 GD0372  VERT ORDER  -  FIRST     CLASS II
 GD0372
 GD0372.The horizontal coordinates were scaled from a topographic map and have
 GD0372.an estimated accuracy of +/- 6 seconds.
 GD0372
 GD0372.The orthometric height was determined by differential leveling
 GD0372.and adjusted by the National Geodetic Survey in June 1991..
 GD0372
 GD0372.The geoid height was determined by GEOID03.
 GD0372
 GD0372.The dynamic height is computed by dividing the NAVD 88
 GD0372.geopotential number by the normal gravity value computed on the
 GD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0372.degrees latitude (g = 980.6199 gals.).
 GD0372
 GD0372.The modeled gravity was interpolated from observed gravity values.
 GD0372
 GD0372;                    North         East    Units  Estimated Accuracy
 GD0372;SPC TN       -   194,460.      347,080.      MT  (+/- 180 meters Scaled)
 GD0372
 GD0372                          SUPERSEDED SURVEY CONTROL
 GD0372
 GD0372  NGVD 29 (??/??/??)  127.999  (m)          419.94   (f) ADJUSTED    1 2
 GD0372
 GD0372.Superseded values are not recommended for survey control.
 GD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0372.See file dsdata.txt to determine how the superseded data were derived.
 GD0372
 GD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE371913(NAD 83)
 GD0372_MARKER: DB = BENCH MARK DISK
 GD0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0372_STAMPING: N 173 1948
 GD0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0372+STABILITY: SURFACE MOTION
 GD0372
 GD0372  HISTORY     - Date     Condition        Report By
 GD0372  HISTORY     - 1948     MONUMENTED       CGS
 GD0372  HISTORY     - 1967     GOOD             CGS
 GD0372  HISTORY     - 1990     GOOD             USPSQD
 GD0372
 GD0372                          STATION DESCRIPTION
 GD0372
 GD0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0372'1.6 MI S FROM BRADFORD.
 GD0372'THIS BENCH MARK IS LOCATED ABOUT 1.55 MILES SOUTH ALONG THE
 GD0372'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT BRADFORD, ABOUT
 GD0372'MIDWAY BETWEEN MILE POSTS C 438 AND C439, AT A SMALL (ABANDONED)
 GD0372'ROAD CROSSING, 47 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GD0372'ROAD, 25 FEET WEST OF THE WEST RAIL, 21 FEET NORTHWEST OF USC
 GD0372'AND GS BENCH MARK F 161 1944, 20.5 FEET NORTHWEST OF BLOCK SIGNAL
 GD0372'NO. 438/5, 17.8 FEET EAST OF THE RIGHT-OF-WAY FENCE, 7.8 FEET
 GD0372'NORTHWEST OF A TELEPHONE POLE, AND 0.7 OF A FOOT EAST OF A
 GD0372'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD0372'TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GD0372'AND THE DISK IS STAMPED N 173 1948.
 GD0372
 GD0372                          STATION RECOVERY (1990)
 GD0372
 GD0372'RECOVERY NOTE BY US POWER SQUADRON 1990 (GMK)
 GD0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0310 ***********************************************************************
 GD0310  DESIGNATION -  N 174
 GD0310  PID         -  GD0310
 GD0310  STATE/COUNTY-  TN/OBION
 GD0310  USGS QUAD   -  MC CONNELL (1983)
 GD0310
 GD0310                         *CURRENT SURVEY CONTROL
 GD0310  ___________________________________________________________________
 GD0310* NAD 83(1995)-  36 24 46.81474(N)    088 51 03.91684(W)     ADJUSTED  
 GD0310* NAVD 88     -       102.922  (meters)     337.67   (feet)  ADJUSTED  
 GD0310  ___________________________________________________________________
 GD0310  X           -     103,041.617 (meters)                     COMP
 GD0310  Y           -  -5,137,955.310 (meters)                     COMP
 GD0310  Z           -   3,765,214.356 (meters)                     COMP
 GD0310  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 GD0310  ELLIP HEIGHT-          74.75  (meters)          (02/20/01) GPS OBS
 GD0310  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0310  DYNAMIC HT  -         102.840 (meters)     337.40  (feet)  COMP
 GD0310  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 GD0310
 GD0310  HORZ ORDER  -  FIRST
 GD0310  VERT ORDER  -  FIRST     CLASS II
 GD0310  ELLP ORDER  -  SECOND    CLASS I
 GD0310
 GD0310.The horizontal coordinates were established by GPS observations
 GD0310.and adjusted by the National Geodetic Survey in February 2001..
 GD0310
 GD0310.The orthometric height was determined by differential leveling
 GD0310.and adjusted by the National Geodetic Survey in June 1991..
 GD0310
 GD0310.Photographs are available for this station.
 GD0310
 GD0310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD0310
 GD0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD0310
 GD0310.The ellipsoidal height was determined by GPS observations
 GD0310.and is referenced to NAD 83.
 GD0310
 GD0310.The geoid height was determined by GEOID03.
 GD0310
 GD0310.The dynamic height is computed by dividing the NAVD 88
 GD0310.geopotential number by the normal gravity value computed on the
 GD0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0310.degrees latitude (g = 980.6199 gals.).
 GD0310
 GD0310.The modeled gravity was interpolated from observed gravity values.
 GD0310
 GD0310;                    North         East     Units Scale Factor Converg.
 GD0310;SPC TN       -   234,466.764   344,318.775   MT  0.99999935   -1 40 08.9
 GD0310;SPC TN       -   769,246.37  1,129,652.51   sFT  0.99999935   -1 40 08.9
 GD0310;UTM  16      - 4,031,350.006   334,031.467   MT  0.99993939   -1 05 56.6
 GD0310
 GD0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD0310!SPC TN       -   0.99998827  x   0.99999935  =   0.99998762
 GD0310!UTM  16      -   0.99998827  x   0.99993939  =   0.99992766
 GD0310
 GD0310                          SUPERSEDED SURVEY CONTROL
 GD0310
 GD0310  NAVD 88 (02/20/01)  102.92   (m)          337.7    (f) LEVELING    3  
 GD0310  NGVD 29 (??/??/??)  102.919  (m)          337.66   (f) ADJUSTED    1 2
 GD0310
 GD0310.Superseded values are not recommended for survey control.
 GD0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0310.See file dsdata.txt to determine how the superseded data were derived.
 GD0310
 GD0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF3403131350(NAD 83)
 GD0310_MARKER: DB = BENCH MARK DISK
 GD0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0310_STAMPING: N 174 1948
 GD0310_MARK LOGO: NONE  
 GD0310_PROJECTION: PROJECTING 7 CENTIMETERS
 GD0310_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0310+STABILITY: SURFACE MOTION
 GD0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0310+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 GD0310
 GD0310  HISTORY     - Date     Condition        Report By
 GD0310  HISTORY     - 1948     MONUMENTED       CGS
 GD0310  HISTORY     - 1967     GOOD             CGS
 GD0310  HISTORY     - 1999     GOOD             LOWE
 GD0310  HISTORY     - 20020820 GOOD             USACE
 GD0310
 GD0310                          STATION DESCRIPTION
 GD0310
 GD0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GD0310'4.6 MI N FROM MARTIN.
 GD0310'ABOUT 4.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 GD0310'THE UNION STATION AT MARTIN, ABOUT 0.7 MILE SOUTH OF THE FLAG
 GD0310'STATION AT MC CONNELL, ABOUT 0.15 MILE NORTH OF MILE POST C 413,
 GD0310'AT A PUBLIC GRAVEL ROAD CROSSING, 33.5 FEET WEST OF THE WEST
 GD0310'RAIL, 112 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 93
 GD0310'FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE,
 GD0310'41 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 GD0310'WOODEN WITNESS POST, 1.5 FEET ABOVE THE TRACK AND SET IN THE
 GD0310'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK
 GD0310'IS NOW 0.7 OF A FOOT E OF A METAL WITNESS POST AND SIGN.
 GD0310
 GD0310                          STATION RECOVERY (1967)
 GD0310
 GD0310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0310'RECOVERED IN GOOD CONDITION.
 GD0310
 GD0310                          STATION RECOVERY (1999)
 GD0310
 GD0310'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD0310'RECOVERY NOTE BY LOWE ENGINEERS 1999
 GD0310'RECOVERED IN GOOD CONDITION, ALTHOUGH THE STATION IS BEING
 GD0310'OVERGROWN BY TREES AND BRUSH AND WILL BE UNSUITABLE AS A GPS
 GD0310'POINT WITHOUT CLEARING.
 GD0310' 
 GD0310'THE STATION IS LOCATED ABOUT 7.40 KM (4.6 MI) NORTH OF MARTIN, ABOUT
 GD0310'7.48 KM (4.65 MI) NORTH ALONG ICRR FROM THE SITE OF THE UNION STATION
 GD0310'AT MARTIN AND ABOUT 0.24 KM (0.15 MI) NORTH OF MP 413.
 GD0310' 
 GD0310'TO REACH THE STATION FROM THE HIGHWAY 22 OVERPASS OF HIGHWAY
 GD0310'45E, GO NORTH ON HIGHWAY 45E FOR 4.83 KM (3.0 MI) TO A PAVED LANE, OLD
 GD0310'SAW MILL ROAD, ON THE RIGHT. OLD SAW MILL ROAD IS LOCATED 0.16 KM
 GD0310'(0.10 MI) NORTH OF THE NORTHERNMOST OF FOUR CONCRETE HIGHWAY
 GD0310'BRIDGES LOCATED CLOSE TOGETHER ON HIGHWAY 45E. TURN RIGHT ON
 GD0310'OLD SAW MILL ROAD AND GO EAST FOR 0.40 KM (0.25 MI) TO A DEADEND AND
 GD0310'T-JUNCTION WITH FARM FIELD ROADS IMMEDIATELY ACROSS ICRR. THE
 GD0310'STATION IS 30.48 M (100 FT) SOUTH ON THE WEST SIDE OF THE RAILROAD IN
 GD0310'THE RIGHT-OF-WAY/FIELD LINE WHICH IS OVERGROWN.
 GD0310' 
 GD0310'THE STATION IS A DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT
 GD0310'IS PROJECTING APPROXIMATELY 0.07 M (0.25 FT) ABOVE GROUND, AND IS
 GD0310'MARKED BY A METAL WITNESS POST. THE STATION IS 34.14 M (112 FT)
 GD0310'SOUTH OF THE CENTERLINE OF THE ROAD AT THE RAILROAD CROSSING,
 GD0310'28.65 M (94 FT) SOUTH OF A UTILITY POLE, 10.21 M (33.5 FT) WEST OF THE
 GD0310'WEST RAIL, AND ABOUT 0.45 M (1.5 FT) ABOVE THE RAILROAD AT THE TOP OF
 GD0310'A BANK.
 GD0310' 
 GD0310' 
 GD0310' 
 GD0310' 
 GD0310'
 GD0310
 GD0310                          STATION RECOVERY (2002)
 GD0310
 GD0310'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0685 ***********************************************************************
 FE0685  DESIGNATION -  N 174
 FE0685  PID         -  FE0685
 FE0685  STATE/COUNTY-  TN/GIBSON
 FE0685  USGS QUAD   -  MILAN (1983)
 FE0685
 FE0685                         *CURRENT SURVEY CONTROL
 FE0685  ___________________________________________________________________
 FE0685* NAD 83(1986)-  35 55 13.     (N)    088 45 36.     (W)     SCALED    
 FE0685* NAVD 88     -       127.737  (meters)     419.08   (feet)  ADJUSTED  
 FE0685  ___________________________________________________________________
 FE0685  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FE0685  DYNAMIC HT  -         127.627 (meters)     418.72  (feet)  COMP
 FE0685  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 FE0685
 FE0685  VERT ORDER  -  FIRST     CLASS II
 FE0685
 FE0685.The horizontal coordinates were scaled from a topographic map and have
 FE0685.an estimated accuracy of +/- 6 seconds.
 FE0685
 FE0685.The orthometric height was determined by differential leveling
 FE0685.and adjusted by the National Geodetic Survey in June 1991..
 FE0685
 FE0685.The geoid height was determined by GEOID03.
 FE0685
 FE0685.The dynamic height is computed by dividing the NAVD 88
 FE0685.geopotential number by the normal gravity value computed on the
 FE0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0685.degrees latitude (g = 980.6199 gals.).
 FE0685
 FE0685.The modeled gravity was interpolated from observed gravity values.
 FE0685
 FE0685;                    North         East    Units  Estimated Accuracy
 FE0685;SPC TN       -   179,580.      350,940.      MT  (+/- 180 meters Scaled)
 FE0685
 FE0685                          SUPERSEDED SURVEY CONTROL
 FE0685
 FE0685  NGVD 29 (??/??/??)  127.790  (m)          419.26   (f) ADJUSTED    1 2
 FE0685
 FE0685.Superseded values are not recommended for survey control.
 FE0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0685.See file dsdata.txt to determine how the superseded data were derived.
 FE0685
 FE0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE412765(NAD 83)
 FE0685_MARKER: DD = SURVEY DISK
 FE0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0685_STAMPING: N 174 1948
 FE0685_MARK LOGO: TNDG  
 FE0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0685+STABILITY: SURFACE MOTION
 FE0685
 FE0685  HISTORY     - Date     Condition        Report By
 FE0685  HISTORY     - 1948     MONUMENTED       TNDG
 FE0685  HISTORY     - 1948     GOOD             CGS
 FE0685  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0685
 FE0685                          STATION DESCRIPTION
 FE0685
 FE0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0685'AT MILAN.
 FE0685'AT MILAN, GIBSON COUNTY, AT THE INTERSECTION OF THE LOUISVILLE
 FE0685'AND NASHVILLE RAILROAD AND MAIN STREET (HIGHWAYS 45E, 77 AND
 FE0685'104), 19 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 FE0685'4 FEET SOUTHWEST OF THE SOUTHWEST CURB OF MAIN STREET, 7 FEET
 FE0685'NORTHEAST OF THE EAST CORNER OF AN OPEN LOADING SHED, 6.6 FEET
 FE0685'SOUTH OF A CROSSING SIGN AND SET IN THE TOP OF A CONCRETE POST
 FE0685'ABOUT FLUSH WITH THE SIDEWALK.
 FE0685
 FE0685                          STATION RECOVERY (2002)
 FE0685
 FE0685'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0685'SUSPECTED DESTROYED. MAIN ST. WIDENED, CURB AND SIDEWALK GONE. AREA
 FE0685'NOW ASPHALT PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1220 ***********************************************************************
 FD1220  DESIGNATION -  N 175
 FD1220  PID         -  FD1220
 FD1220  STATE/COUNTY-  TN/LEWIS
 FD1220  USGS QUAD   -  GRAVES SPRING (1968)
 FD1220
 FD1220                         *CURRENT SURVEY CONTROL
 FD1220  ___________________________________________________________________
 FD1220* NAD 83(1986)-  35 33 34.     (N)    087 39 07.     (W)     SCALED    
 FD1220* NAVD 88     -       287.127  (meters)     942.02   (feet)  ADJUSTED  
 FD1220  ___________________________________________________________________
 FD1220  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FD1220  DYNAMIC HT  -         286.861 (meters)     941.14  (feet)  COMP
 FD1220  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 FD1220
 FD1220  VERT ORDER  -  FIRST     CLASS II
 FD1220
 FD1220.The horizontal coordinates were scaled from a topographic map and have
 FD1220.an estimated accuracy of +/- 6 seconds.
 FD1220
 FD1220.The orthometric height was determined by differential leveling
 FD1220.and adjusted by the National Geodetic Survey in June 1991..
 FD1220
 FD1220.The geoid height was determined by GEOID03.
 FD1220
 FD1220.The dynamic height is computed by dividing the NAVD 88
 FD1220.geopotential number by the normal gravity value computed on the
 FD1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1220.degrees latitude (g = 980.6199 gals.).
 FD1220
 FD1220.The modeled gravity was interpolated from observed gravity values.
 FD1220
 FD1220;                    North         East    Units  Estimated Accuracy
 FD1220;SPC TN       -   137,300.      450,240.      MT  (+/- 180 meters Scaled)
 FD1220
 FD1220                          SUPERSEDED SURVEY CONTROL
 FD1220
 FD1220  NGVD 29 (??/??/92)  287.106  (m)          941.95   (f) ADJ UNCH    1 2
 FD1220
 FD1220.Superseded values are not recommended for survey control.
 FD1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1220.See file dsdata.txt to determine how the superseded data were derived.
 FD1220
 FD1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE409352(NAD 83)
 FD1220_MARKER: DB = BENCH MARK DISK
 FD1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1220_STAMPING: N 175 1949
 FD1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1220+STABILITY: SURFACE MOTION
 FD1220
 FD1220  HISTORY     - Date     Condition        Report By
 FD1220  HISTORY     - 1949     MONUMENTED       CGS
 FD1220  HISTORY     - 1953     GOOD             NGS
 FD1220
 FD1220                          STATION DESCRIPTION
 FD1220
 FD1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD1220'6 MI W FROM HOHENWALD.
 FD1220'ABOUT 6.0 MILES WEST ALONG STATE HIGHWAY 20 FROM THE FIRST
 FD1220'NATIONAL BANK AT HOHENWALD, ABOUT 0.9 MILE WEST OF THE JUNCTION
 FD1220'OF A GRAVEL ROAD SOUTH, 156 FEET SOUTH-SOUTHEAST OF THE CENTER
 FD1220'OF THE JUNCTION OF A GRAVEL ROAD NORTH AND THE TOP OF A GRADE,
 FD1220'46 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11.5 FEET
 FD1220'WEST-SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH WHITE OAK TREE,
 FD1220'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW
 FD1220'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD1220'3 INCHES.
 FD1220
 FD1220                          STATION RECOVERY (1953)
 FD1220
 FD1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FD1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0291 ***********************************************************************
 GD0291  DESIGNATION -  N 177
 GD0291  PID         -  GD0291
 GD0291  STATE/COUNTY-  TN/WEAKLEY
 GD0291  USGS QUAD   -  DRESDEN (1981)
 GD0291
 GD0291                         *CURRENT SURVEY CONTROL
 GD0291  ___________________________________________________________________
 GD0291* NAD 83(1986)-  36 17 30.     (N)    088 39 52.     (W)     SCALED    
 GD0291* NAVD 88     -       145.627  (meters)     477.78   (feet)  ADJUSTED  
 GD0291  ___________________________________________________________________
 GD0291  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD0291  DYNAMIC HT  -         145.507 (meters)     477.38  (feet)  COMP
 GD0291  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GD0291
 GD0291  VERT ORDER  -  FIRST     CLASS II
 GD0291
 GD0291.The horizontal coordinates were scaled from a topographic map and have
 GD0291.an estimated accuracy of +/- 6 seconds.
 GD0291
 GD0291.The orthometric height was determined by differential leveling
 GD0291.and adjusted by the National Geodetic Survey in June 1991..
 GD0291
 GD0291.The geoid height was determined by GEOID03.
 GD0291
 GD0291.The dynamic height is computed by dividing the NAVD 88
 GD0291.geopotential number by the normal gravity value computed on the
 GD0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0291.degrees latitude (g = 980.6199 gals.).
 GD0291
 GD0291.The modeled gravity was interpolated from observed gravity values.
 GD0291
 GD0291;                    North         East    Units  Estimated Accuracy
 GD0291;SPC TN       -   220,540.      360,690.      MT  (+/- 180 meters Scaled)
 GD0291
 GD0291                          SUPERSEDED SURVEY CONTROL
 GD0291
 GD0291  NGVD 29 (??/??/??)  145.652  (m)          477.86   (f) ADJUSTED    1 2
 GD0291
 GD0291.Superseded values are not recommended for survey control.
 GD0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0291.See file dsdata.txt to determine how the superseded data were derived.
 GD0291
 GD0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF505175(NAD 83)
 GD0291_MARKER: DB = BENCH MARK DISK
 GD0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0291_STAMPING: N 177 1949
 GD0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0291+STABILITY: SURFACE MOTION
 GD0291
 GD0291  HISTORY     - Date     Condition        Report By
 GD0291  HISTORY     - 1949     MONUMENTED       CGS
 GD0291  HISTORY     - 1967     GOOD             CGS
 GD0291  HISTORY     - 20020827 MARK NOT FOUND   USACE
 GD0291
 GD0291                          STATION DESCRIPTION
 GD0291
 GD0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GD0291'2.4 MI E FROM DRESDEN.
 GD0291'ABOUT 2.45 MILES EAST ALONG STATE HIGHWAY 54 FROM THE COURT
 GD0291'HOUSE AT DRESDEN, ABOUT 60 FEET SOUTHWEST OF THE WEST END OF A
 GD0291'12-FOOT CUT, 79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 GD0291'94.5 FEET WEST-SOUTHWEST OF A POWER POLE, 55 FEET SOUTH-SOUTHEAST
 GD0291'OF THE CENTER OF THE SOUTH END OF A 16-INCH PIPE CULVERT WITH
 GD0291'CONCRETE HEAD WALLS, 81.5 FEET WEST OF A FENCE CORNER, 2 FEET
 GD0291'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 GD0291'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GD0291'INCHES.  NOTE-- THIS MARK IS NOW 0.7 OF A FOOT N OF A METAL
 GD0291'WITNESS POST AND SIGN.
 GD0291
 GD0291                          STATION RECOVERY (1967)
 GD0291
 GD0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GD0291'RECOVERED IN GOOD CONDITION.
 GD0291
 GD0291                          STATION RECOVERY (2002)
 GD0291
 GD0291'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0203 ***********************************************************************
 FD0203  DESIGNATION -  N 178
 FD0203  PID         -  FD0203
 FD0203  STATE/COUNTY-  TN/FRANKLIN
 FD0203  USGS QUAD   -  BELVIDERE (1982)
 FD0203
 FD0203                         *CURRENT SURVEY CONTROL
 FD0203  ___________________________________________________________________
 FD0203* NAD 83(1986)-  35 07 45.     (N)    086 11 11.     (W)     SCALED    
 FD0203* NAVD 88     -       302.406  (meters)     992.14   (feet)  ADJUSTED  
 FD0203  ___________________________________________________________________
 FD0203  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FD0203  DYNAMIC HT  -         302.109 (meters)     991.17  (feet)  COMP
 FD0203  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 FD0203
 FD0203  VERT ORDER  -  FIRST     CLASS II
 FD0203
 FD0203.The horizontal coordinates were scaled from a topographic map and have
 FD0203.an estimated accuracy of +/- 6 seconds.
 FD0203
 FD0203.The orthometric height was determined by differential leveling
 FD0203.and adjusted by the National Geodetic Survey in June 1991..
 FD0203
 FD0203.The geoid height was determined by GEOID03.
 FD0203
 FD0203.The dynamic height is computed by dividing the NAVD 88
 FD0203.geopotential number by the normal gravity value computed on the
 FD0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0203.degrees latitude (g = 980.6199 gals.).
 FD0203
 FD0203.The modeled gravity was interpolated from observed gravity values.
 FD0203
 FD0203;                    North         East    Units  Estimated Accuracy
 FD0203;SPC TN       -    88,320.      583,010.      MT  (+/- 180 meters Scaled)
 FD0203
 FD0203                          SUPERSEDED SURVEY CONTROL
 FD0203
 FD0203  NGVD 29 (??/??/92)  302.373  (m)          992.04   (f) ADJ UNCH    1 2
 FD0203
 FD0203.Superseded values are not recommended for survey control.
 FD0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0203.See file dsdata.txt to determine how the superseded data were derived.
 FD0203
 FD0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED741876(NAD 83)
 FD0203_MARKER: DB = BENCH MARK DISK
 FD0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0203_STAMPING: N 178 1949
 FD0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0203+STABILITY: SURFACE MOTION
 FD0203
 FD0203  HISTORY     - Date     Condition        Report By
 FD0203  HISTORY     - 1949     MONUMENTED       CGS
 FD0203
 FD0203                          STATION DESCRIPTION
 FD0203
 FD0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0203'0.5 MI NE FROM BELVIDERE.
 FD0203'0.5 MILE NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 FD0203'RAILWAY FROM THE STATION AT BELVIDERE, AT A NORTH-SOUTH ROAD
 FD0203'CROSSING, 78 FEET NORTHEAST OF POLE 8/15, 104 1/2 FEET NORTH OF
 FD0203'THE NORTHEAST CORNER OF A HOUSE, 72 FEET SOUTH-SOUTHWEST OF THE
 FD0203'CENTER OF THE CROSSING, 32 FEET WEST OF THE CENTER LINE OF THE
 FD0203'ROAD, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/2 FEET
 FD0203'NORTHEAST OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE TRACK
 FD0203'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0351 ***********************************************************************
 FD0351  DESIGNATION -  N 179
 FD0351  PID         -  FD0351
 FD0351  STATE/COUNTY-  TN/LINCOLN
 FD0351  USGS QUAD   -  FAYETTEVILLE (1982)
 FD0351
 FD0351                         *CURRENT SURVEY CONTROL
 FD0351  ___________________________________________________________________
 FD0351* NAD 83(1986)-  35 09 22.     (N)    086 30 13.     (W)     SCALED    
 FD0351* NAVD 88     -       212.900  (meters)     698.49   (feet)  ADJUSTED  
 FD0351  ___________________________________________________________________
 FD0351  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FD0351  DYNAMIC HT  -         212.702 (meters)     697.84  (feet)  COMP
 FD0351  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 FD0351
 FD0351  VERT ORDER  -  FIRST     CLASS II
 FD0351
 FD0351.The horizontal coordinates were scaled from a topographic map and have
 FD0351.an estimated accuracy of +/- 6 seconds.
 FD0351
 FD0351.The orthometric height was determined by differential leveling
 FD0351.and adjusted by the National Geodetic Survey in June 1991..
 FD0351
 FD0351.The geoid height was determined by GEOID03.
 FD0351
 FD0351.The dynamic height is computed by dividing the NAVD 88
 FD0351.geopotential number by the normal gravity value computed on the
 FD0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0351.degrees latitude (g = 980.6199 gals.).
 FD0351
 FD0351.The modeled gravity was interpolated from observed gravity values.
 FD0351
 FD0351;                    North         East    Units  Estimated Accuracy
 FD0351;SPC TN       -    91,410.      554,110.      MT  (+/- 180 meters Scaled)
 FD0351
 FD0351                          SUPERSEDED SURVEY CONTROL
 FD0351
 FD0351  NGVD 29 (??/??/92)  212.881  (m)          698.43   (f) ADJ UNCH    1 2
 FD0351
 FD0351.Superseded values are not recommended for survey control.
 FD0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0351.See file dsdata.txt to determine how the superseded data were derived.
 FD0351
 FD0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED452904(NAD 83)
 FD0351_MARKER: DB = BENCH MARK DISK
 FD0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0351_STAMPING: N 179 1949
 FD0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0351+STABILITY: SURFACE MOTION
 FD0351
 FD0351  HISTORY     - Date     Condition        Report By
 FD0351  HISTORY     - 1949     MONUMENTED       CGS
 FD0351  HISTORY     - 1980     GOOD             LOCSUR
 FD0351
 FD0351                          STATION DESCRIPTION
 FD0351
 FD0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0351'3 MI NW FROM KELSO.
 FD0351'3.0 MILES NORTHWEST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0351'LOUIS RAILWAY FROM THE STATION AT KELSO, ABOUT 3.55 MILES SOUTHWEST
 FD0351'OF THE CROSSING OF U.S. HIGHWAY 64 AT FAYETTEVILLE, ABOUT 1.65
 FD0351'MILES NORTHWEST OF THE BRIDGE OVER ELK RIVER, ABOUT 0.1 MILE
 FD0351'NORTHWEST OF A SMALL RAILROAD BRIDGE, ABOUT 0.1 MILE SOUTHEAST
 FD0351'OF MILE POST 35, AT THE SOUTHEAST END OF A LOW CUT, 40 FEET
 FD0351'SOUTH-SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 64, 35 1/2
 FD0351'FEET WEST OF TELEPHONE POLE NO. 49, 27 1/2 FEET NORTHWEST OF
 FD0351'A WHISTLE SIGN POST, 21 FEET NORTH-NORTHEAST OF THE NEAR RAIL,
 FD0351'1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 FD0351'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0351'3 INCHES.
 FD0351
 FD0351                          STATION RECOVERY (1980)
 FD0351
 FD0351'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FD0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0225 ***********************************************************************
 GD0225  DESIGNATION -  N 18
 GD0225  PID         -  GD0225
 GD0225  STATE/COUNTY-  TN/HENRY
 GD0225  USGS QUAD   -  MANSFIELD (1985)
 GD0225
 GD0225                         *CURRENT SURVEY CONTROL
 GD0225  ___________________________________________________________________
 GD0225* NAD 83(1986)-  36 14 27.     (N)    088 17 44.     (W)     SCALED    
 GD0225* NAVD 88     -       126.115  (meters)     413.76   (feet)  ADJUSTED  
 GD0225  ___________________________________________________________________
 GD0225  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0225  DYNAMIC HT  -         126.011 (meters)     413.42  (feet)  COMP
 GD0225  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GD0225
 GD0225  VERT ORDER  -  FIRST     CLASS II
 GD0225
 GD0225.The horizontal coordinates were scaled from a topographic map and have
 GD0225.an estimated accuracy of +/- 6 seconds.
 GD0225
 GD0225.The orthometric height was determined by differential leveling
 GD0225.and adjusted by the National Geodetic Survey in June 1991..
 GD0225
 GD0225.The geoid height was determined by GEOID03.
 GD0225
 GD0225.The dynamic height is computed by dividing the NAVD 88
 GD0225.geopotential number by the normal gravity value computed on the
 GD0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0225.degrees latitude (g = 980.6199 gals.).
 GD0225
 GD0225.The modeled gravity was interpolated from observed gravity values.
 GD0225
 GD0225;                    North         East    Units  Estimated Accuracy
 GD0225;SPC TN       -   214,060.      393,680.      MT  (+/- 180 meters Scaled)
 GD0225
 GD0225                          SUPERSEDED SURVEY CONTROL
 GD0225
 GD0225  NGVD 29 (??/??/??)  126.153  (m)          413.89   (f) ADJUSTED    1 2
 GD0225
 GD0225.Superseded values are not recommended for survey control.
 GD0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0225.See file dsdata.txt to determine how the superseded data were derived.
 GD0225
 GD0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF835114(NAD 83)
 GD0225_MARKER: DB = BENCH MARK DISK
 GD0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0225_STAMPING: 414.107 N 18 1934
 GD0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0225+STABILITY: SURFACE MOTION
 GD0225
 GD0225  HISTORY     - Date     Condition        Report By
 GD0225  HISTORY     - 1934     MONUMENTED       CGS
 GD0225  HISTORY     - 1935     GOOD             CGS
 GD0225  HISTORY     - 1971     GOOD             NGS
 GD0225
 GD0225                          STATION DESCRIPTION
 GD0225
 GD0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GD0225'5 MI S FROM PARIS.
 GD0225'5.0 MILES SOUTH ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GD0225'RAILWAY FROM THE STATION AT PARIS, HENRY COUNTY, 5 RAILS SOUTH
 GD0225'OF MILEPOST 69, AT A ROAD CROSSING, 45 FEET EAST OF THE TRACK, AND
 GD0225'25 FEET SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED 414.107 N 18
 GD0225'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GD0225
 GD0225                          STATION RECOVERY (1971)
 GD0225
 GD0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0311 ***********************************************************************
 FD0311  DESIGNATION -  N 180
 FD0311  PID         -  FD0311
 FD0311  STATE/COUNTY-  TN/MARSHALL
 FD0311  USGS QUAD   -  BELFAST (1982)
 FD0311
 FD0311                         *CURRENT SURVEY CONTROL
 FD0311  ___________________________________________________________________
 FD0311* NAD 83(1986)-  35 24 04.     (N)    086 40 54.     (W)     SCALED    
 FD0311* NAVD 88     -       276.495  (meters)     907.13   (feet)  ADJUSTED  
 FD0311  ___________________________________________________________________
 FD0311  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 FD0311  DYNAMIC HT  -         276.242 (meters)     906.30  (feet)  COMP
 FD0311  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FD0311
 FD0311  VERT ORDER  -  FIRST     CLASS II
 FD0311
 FD0311.The horizontal coordinates were scaled from a topographic map and have
 FD0311.an estimated accuracy of +/- 6 seconds.
 FD0311
 FD0311.The orthometric height was determined by differential leveling
 FD0311.and adjusted by the National Geodetic Survey in June 1991..
 FD0311
 FD0311.The geoid height was determined by GEOID03.
 FD0311
 FD0311.The dynamic height is computed by dividing the NAVD 88
 FD0311.geopotential number by the normal gravity value computed on the
 FD0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0311.degrees latitude (g = 980.6199 gals.).
 FD0311
 FD0311.The modeled gravity was interpolated from observed gravity values.
 FD0311
 FD0311;                    North         East    Units  Estimated Accuracy
 FD0311;SPC TN       -   118,690.      538,080.      MT  (+/- 180 meters Scaled)
 FD0311
 FD0311                          SUPERSEDED SURVEY CONTROL
 FD0311
 FD0311  NGVD 29 (??/??/92)  276.465  (m)          907.04   (f) ADJ UNCH    1 2
 FD0311
 FD0311.Superseded values are not recommended for survey control.
 FD0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0311.See file dsdata.txt to determine how the superseded data were derived.
 FD0311
 FD0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE289175(NAD 83)
 FD0311_MARKER: DB = BENCH MARK DISK
 FD0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0311_SP_SET: ABUTMENT
 FD0311_STAMPING: N 180 1949
 FD0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0311
 FD0311  HISTORY     - Date     Condition        Report By
 FD0311  HISTORY     - 1949     MONUMENTED       CGS
 FD0311
 FD0311                          STATION DESCRIPTION
 FD0311
 FD0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0311'1.8 MI SE FROM BELFAST.
 FD0311'1.8 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FD0311'LOUIS RAILWAY FROM THE CROSSING OF STATE HIGHWAY 50 AT BELFAST,
 FD0311'ABOUT 0.25 MILE NORTHWEST OF A ROAD CROSSING, SET IN THE TOP OF
 FD0311'THE WEST END OF THE SOUTH ABUTMENT OF STONE RAILROAD BRIDGE NO.
 FD0311'59.4, 8 FEET WEST OF THE WEST RAIL AND ABOUT 2 1/2 FEET BELOW THE
 FD0311'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0192 ***********************************************************************
 GD0192  DESIGNATION -  N 181
 GD0192  PID         -  GD0192
 GD0192  STATE/COUNTY-  TN/HENRY
 GD0192  USGS QUAD   -  PARIS (1986)
 GD0192
 GD0192                         *CURRENT SURVEY CONTROL
 GD0192  ___________________________________________________________________
 GD0192* NAD 83(1986)-  36 18 08.     (N)    088 20 13.     (W)     SCALED    
 GD0192* NAVD 88     -       153.320  (meters)     503.02   (feet)  ADJUSTED  
 GD0192  ___________________________________________________________________
 GD0192  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD0192  DYNAMIC HT  -         153.194 (meters)     502.60  (feet)  COMP
 GD0192  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 GD0192
 GD0192  VERT ORDER  -  FIRST     CLASS II
 GD0192
 GD0192.The horizontal coordinates were scaled from a topographic map and have
 GD0192.an estimated accuracy of +/- 6 seconds.
 GD0192
 GD0192.The orthometric height was determined by differential leveling
 GD0192.and adjusted by the National Geodetic Survey in June 1991..
 GD0192
 GD0192.The geoid height was determined by GEOID03.
 GD0192
 GD0192.The dynamic height is computed by dividing the NAVD 88
 GD0192.geopotential number by the normal gravity value computed on the
 GD0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0192.degrees latitude (g = 980.6199 gals.).
 GD0192
 GD0192.The modeled gravity was interpolated from observed gravity values.
 GD0192
 GD0192;                    North         East    Units  Estimated Accuracy
 GD0192;SPC TN       -   220,960.      390,120.      MT  (+/- 180 meters Scaled)
 GD0192
 GD0192                          SUPERSEDED SURVEY CONTROL
 GD0192
 GD0192  NGVD 29 (??/??/??)  153.361  (m)          503.15   (f) ADJUSTED    1 2
 GD0192
 GD0192.Superseded values are not recommended for survey control.
 GD0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0192.See file dsdata.txt to determine how the superseded data were derived.
 GD0192
 GD0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF799182(NAD 83)
 GD0192_MARKER: DB = BENCH MARK DISK
 GD0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0192_SP_SET: OVERPASS
 GD0192_STAMPING: N 181 1949
 GD0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0192+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 GD0192
 GD0192  HISTORY     - Date     Condition        Report By
 GD0192  HISTORY     - 1949     MONUMENTED       CGS
 GD0192  HISTORY     - 1968     GOOD             CGS
 GD0192  HISTORY     - 1971     GOOD             NGS
 GD0192  HISTORY     - 20040508 GOOD             USACE
 GD0192
 GD0192                          STATION DESCRIPTION
 GD0192
 GD0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GD0192'AT PARIS.
 GD0192'THE MARK IS ABOUT 0.6 OF A MILE ALONG STATE ROUTES 54 AND 69 FROM
 GD0192'THE SOUTHWEST CORNER OF THE HENRY COUNTY COURTHOUSE SQUARE IN
 GD0192'PARIS, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF
 GD0192'CONCRETE OVERPASS OVER THE LOUISVILLE AND NASHVILLE RAILROAD
 GD0192'TRACKS.  IT IS 215 FEET WEST OF THE APPROXIMATE CENTER OF IRWIN
 GD0192'STREET AT A POINT WHERE IT INTERSECTS WEST WOOD STREET, 26
 GD0192'FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTES 54 AND 69,
 GD0192'19 FEET WEST OF A LIGHT POLE, 15.5 FEET WEST OF THE EAST END OF
 GD0192'THE OVERPASS HANDRAIL, AND 1 FOOT SOUTH OF THE CONCRETE BANISTER.
 GD0192'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 GD0192'EAST ABUTMENT OF THE OVERPASS AND THE DISK IS STAMPED N 181
 GD0192'1949.  DUE TO THE MARKS LOCATION, NO WITNESS POST WAS SET.
 GD0192
 GD0192                          STATION RECOVERY (1971)
 GD0192
 GD0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GD0192'RECOVERED IN GOOD CONDITION.
 GD0192
 GD0192                          STATION RECOVERY (2004)
 GD0192
 GD0192'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0843 ***********************************************************************
 EE0843  DESIGNATION -  N 183
 EE0843  PID         -  EE0843
 EE0843  STATE/COUNTY-  TN/MARION
 EE0843  USGS QUAD   -  NEW HOME (1982)
 EE0843
 EE0843                         *CURRENT SURVEY CONTROL
 EE0843  ___________________________________________________________________
 EE0843* NAD 83(1986)-  34 59 59.     (N)    085 35 59.     (W)     SCALED    
 EE0843* NAVD 88     -       186.527  (meters)     611.96   (feet)  ADJUSTED  
 EE0843  ___________________________________________________________________
 EE0843  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE0843  DYNAMIC HT  -         186.344 (meters)     611.36  (feet)  COMP
 EE0843  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 EE0843
 EE0843  VERT ORDER  -  FIRST     CLASS II
 EE0843
 EE0843.The horizontal coordinates were scaled from a topographic map and have
 EE0843.an estimated accuracy of +/- 6 seconds.
 EE0843
 EE0843.The orthometric height was determined by differential leveling
 EE0843.and adjusted by the National Geodetic Survey in June 1991..
 EE0843
 EE0843.The geoid height was determined by GEOID03.
 EE0843
 EE0843.The dynamic height is computed by dividing the NAVD 88
 EE0843.geopotential number by the normal gravity value computed on the
 EE0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0843.degrees latitude (g = 980.6199 gals.).
 EE0843
 EE0843.The modeled gravity was interpolated from observed gravity values.
 EE0843
 EE0843;                    North         East    Units  Estimated Accuracy
 EE0843;SPC TN       -    74,010.      636,540.      MT  (+/- 180 meters Scaled)
 EE0843
 EE0843                          SUPERSEDED SURVEY CONTROL
 EE0843
 EE0843  NGVD 29 (??/??/92)  186.526  (m)          611.96   (f) ADJ UNCH    1 2
 EE0843
 EE0843.Superseded values are not recommended for survey control.
 EE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0843.See file dsdata.txt to determine how the superseded data were derived.
 EE0843
 EE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD277739(NAD 83)
 EE0843_MARKER: DB = BENCH MARK DISK
 EE0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0843_SP_SET: WALL
 EE0843_STAMPING: N 183 1950
 EE0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0843
 EE0843  HISTORY     - Date     Condition        Report By
 EE0843  HISTORY     - 1950     MONUMENTED       CGS
 EE0843  HISTORY     - 1963     GOOD             NGS
 EE0843
 EE0843                          STATION DESCRIPTION
 EE0843
 EE0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0843'3.2 MI W FROM LADDS.
 EE0843'ABOUT 8.0 MILES NORTHEASTERLY ALONG LOUISVILLE AND NASHVILLE
 EE0843'RAILROAD FROM THE STATION AT BRIDGEPORT, ALABAMA, ABOUT 3.2
 EE0843'MILES WESTERLY ALONG SAME FROM THE UNDERPASS OF NO. 156 TENNESSEE
 EE0843'HWY. IN LADDS, ABOUT 0.6 MILE EASTERLY FROM THE FLAGSTOP STATION
 EE0843'AT SHELLMOUND, ABOUT 80 YARDS W OF NO. 130 RAILROAD MILEPOST,
 EE0843'97-1/2 FEET NNW OF NW RAIL OF MAIN LINE DOUBLE TRACKS, ABOUT
 EE0843'18-1/2 FEET LOWER THAN TOP OF SAME, 0.4 FOOT SSE OF MOST WESTERLY
 EE0843'CORNER OF 6-FOOT SQUARE 30-FOOT HIGH CONCRETE TOWER THAT HOUSES
 EE0843'A RIVER GAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1099 ***********************************************************************
 FC1099  DESIGNATION -  N 184
 FC1099  PID         -  FC1099
 FC1099  STATE/COUNTY-  TN/HAMILTON
 FC1099  USGS QUAD   -  DAISY (1976)
 FC1099
 FC1099                         *CURRENT SURVEY CONTROL
 FC1099  ___________________________________________________________________
 FC1099* NAD 83(1986)-  35 11 08.     (N)    085 14 18.     (W)     SCALED    
 FC1099* NAVD 88     -       208.846  (meters)     685.19   (feet)  ADJUSTED  
 FC1099  ___________________________________________________________________
 FC1099  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FC1099  DYNAMIC HT  -         208.638 (meters)     684.51  (feet)  COMP
 FC1099  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 FC1099
 FC1099  VERT ORDER  -  FIRST     CLASS II
 FC1099
 FC1099.The horizontal coordinates were scaled from a topographic map and have
 FC1099.an estimated accuracy of +/- 6 seconds.
 FC1099
 FC1099.The orthometric height was determined by differential leveling
 FC1099.and adjusted by the National Geodetic Survey in June 1991..
 FC1099
 FC1099.The geoid height was determined by GEOID03.
 FC1099
 FC1099.The dynamic height is computed by dividing the NAVD 88
 FC1099.geopotential number by the normal gravity value computed on the
 FC1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1099.degrees latitude (g = 980.6199 gals.).
 FC1099
 FC1099.The modeled gravity was interpolated from observed gravity values.
 FC1099
 FC1099;                    North         East    Units  Estimated Accuracy
 FC1099;SPC TN       -    94,830.      669,370.      MT  (+/- 180 meters Scaled)
 FC1099
 FC1099                          SUPERSEDED SURVEY CONTROL
 FC1099
 FC1099  NGVD 29 (??/??/92)  208.889  (m)          685.33   (f) ADJ UNCH    1 2
 FC1099
 FC1099.Superseded values are not recommended for survey control.
 FC1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1099.See file dsdata.txt to determine how the superseded data were derived.
 FC1099
 FC1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD604950(NAD 83)
 FC1099_MARKER: DB = BENCH MARK DISK
 FC1099_SETTING: 66 = SET IN ROCK OUTCROP
 FC1099_SP_SET: ROCK OUTCROP
 FC1099_STAMPING: N 184 1950
 FC1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1099+STABILITY: POSITION/ELEVATION WELL
 FC1099
 FC1099  HISTORY     - Date     Condition        Report By
 FC1099  HISTORY     - 1950     MONUMENTED       CGS
 FC1099  HISTORY     - 1958     MARK NOT FOUND   TVA
 FC1099
 FC1099                          STATION DESCRIPTION
 FC1099
 FC1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC1099'3.2 MI N FROM HIXON.
 FC1099'ABOUT 3.15 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 FC1099'STATION AT HIXON, ABOUT 0.1 MILE SOUTH OF THE CROSSING OF A
 FC1099'POWER TRANSMISSION LINE, ABOUT 0.45 MILE NORTH OF RAILWAY BRIDGE
 FC1099'NO. 326.0 OVER NORTH CHICKAMAUGA CREEK, SET VERTICALLY IN A
 FC1099'LIMESTONE OUTCROP PROTRUDING OUT OF CUT BANK, DIRECTLY ACROSS
 FC1099'THE TRACK FROM A POINT WHERE NORTH CHICKAMAUGA CREEK BENDS
 FC1099'SHARPLY WEST AWAY FROM TRACK AND PARALLELS THE TRACK TO THE SOUTH,
 FC1099'84 1/2 FEET SOUTH OF A SIGN STATION ONE MILE, 33 FEET SOUTHEAST
 FC1099'OF A SIGNAL BATTERY BOX, 33 FEET EAST OF THE EAST RAIL, 14.8 FEET
 FC1099'NORTH OF AN 8-INCH CHISELED TRIANGLE ON ANOTHER LIMESTONE OUTCROP
 FC1099'IN CUT, ABOUT 1 1/2 FEET ABOVE THE TRACK.
 FC1099
 FC1099                          STATION RECOVERY (1958)
 FC1099
 FC1099'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 FC1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0469 ***********************************************************************
 FD0469  DESIGNATION -  N 185
 FD0469  PID         -  FD0469
 FD0469  STATE/COUNTY-  TN/MAURY
 FD0469  USGS QUAD   -  GLENDALE (1981)
 FD0469
 FD0469                         *CURRENT SURVEY CONTROL
 FD0469  ___________________________________________________________________
 FD0469* NAD 83(1986)-  35 33 56.     (N)    086 58 41.     (W)     SCALED    
 FD0469* NAVD 88     -       193.715  (meters)     635.55   (feet)  ADJUSTED  
 FD0469  ___________________________________________________________________
 FD0469  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD0469  DYNAMIC HT  -         193.544 (meters)     634.99  (feet)  COMP
 FD0469  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 FD0469
 FD0469  VERT ORDER  -  FIRST     CLASS II
 FD0469
 FD0469.The horizontal coordinates were scaled from a topographic map and have
 FD0469.an estimated accuracy of +/- 6 seconds.
 FD0469
 FD0469.The orthometric height was determined by differential leveling
 FD0469.and adjusted by the National Geodetic Survey in June 1991..
 FD0469
 FD0469.The geoid height was determined by GEOID03.
 FD0469
 FD0469.The dynamic height is computed by dividing the NAVD 88
 FD0469.geopotential number by the normal gravity value computed on the
 FD0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0469.degrees latitude (g = 980.6199 gals.).
 FD0469
 FD0469.The modeled gravity was interpolated from observed gravity values.
 FD0469
 FD0469;                    North         East    Units  Estimated Accuracy
 FD0469;SPC TN       -   137,160.      511,340.      MT  (+/- 180 meters Scaled)
 FD0469
 FD0469                          SUPERSEDED SURVEY CONTROL
 FD0469
 FD0469  NGVD 29 (??/??/92)  193.698  (m)          635.49   (f) ADJ UNCH    1 2
 FD0469
 FD0469.Superseded values are not recommended for survey control.
 FD0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0469.See file dsdata.txt to determine how the superseded data were derived.
 FD0469
 FD0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE019357(NAD 83)
 FD0469_MARKER: DB = BENCH MARK DISK
 FD0469_SETTING: 66 = SET IN ROCK OUTCROP
 FD0469_SP_SET: ROCK OUTCROP
 FD0469_STAMPING: N 185 1949
 FD0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0469+STABILITY: POSITION/ELEVATION WELL
 FD0469
 FD0469  HISTORY     - Date     Condition        Report By
 FD0469  HISTORY     - 1949     MONUMENTED       CGS
 FD0469
 FD0469                          STATION DESCRIPTION
 FD0469
 FD0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0469'5.2 MI SE FROM COLUMBIA.
 FD0469'3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM THE COURT HOUSE
 FD0469'AT COLUMBIA, THENCE ABOUT 2.0 MILES SOUTHEAST ALONG A ROAD
 FD0469'FOLLOWING OLD ABANDONED GRADE OF THE NASHVILLE, CHATTANOOGA
 FD0469'AND ST. LOUIS RAILWAY, ABOUT 0.55 MILE SOUTHEAST OF A BRIDGE
 FD0469'OVER GOOSE CREEK, ABOUT 2.4 MILES NORTHWEST OF THE CROSSROAD AND
 FD0469'STORE AT HILL, AT A FARM HOUSE NORTH OF ROAD, ABOUT 0.15 MILE
 FD0469'WEST-NORTHWEST OF A ROAD CROSSING, 58 FEET NORTHWEST OF THE
 FD0469'STONE CHIMNEY OF HOUSE, 92 FEET NORTH OF THE CENTER OF THE
 FD0469'JUNCTION OF ROAD AND DRIVE WAY TO HOUSE, 86 FEET NORTHEAST
 FD0469'OF THE CENTER LINE OF THE ROAD, 31 1/2 FEET NORTHEAST OF A
 FD0469'28-INCH OAK TREE, 7 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 FD0469'OF A GARAGE AND SET IN THE TOP OF A FLAT OUTCROP OF ROCK ABOUT
 FD0469'3 1/2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0244 ***********************************************************************
 GA0244  DESIGNATION -  N 185
 GA0244  PID         -  GA0244
 GA0244  STATE/COUNTY-  TN/SULLIVAN
 GA0244  USGS QUAD   -  BRISTOL (1991)
 GA0244
 GA0244                         *CURRENT SURVEY CONTROL
 GA0244  ___________________________________________________________________
 GA0244* NAD 83(1986)-  36 35 43.     (N)    082 14 35.     (W)     SCALED    
 GA0244* NAVD 88     -       540.872  (meters)    1774.51   (feet)  ADJUSTED  
 GA0244  ___________________________________________________________________
 GA0244  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA0244  DYNAMIC HT  -         540.372 (meters)    1772.87  (feet)  COMP
 GA0244  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 GA0244
 GA0244  VERT ORDER  -  SECOND    CLASS 0
 GA0244
 GA0244.The horizontal coordinates were scaled from a topographic map and have
 GA0244.an estimated accuracy of +/- 6 seconds.
 GA0244
 GA0244.The orthometric height was determined by differential leveling
 GA0244.and adjusted by the National Geodetic Survey in June 1991..
 GA0244
 GA0244.The geoid height was determined by GEOID03.
 GA0244
 GA0244.The dynamic height is computed by dividing the NAVD 88
 GA0244.geopotential number by the normal gravity value computed on the
 GA0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0244.degrees latitude (g = 980.6199 gals.).
 GA0244
 GA0244.The modeled gravity was interpolated from observed gravity values.
 GA0244
 GA0244;                    North         East    Units  Estimated Accuracy
 GA0244;SPC TN       -   257,420.      936,110.      MT  (+/- 180 meters Scaled)
 GA0244
 GA0244                          SUPERSEDED SURVEY CONTROL
 GA0244
 GA0244  NGVD 29 (??/??/92)  540.996  (m)         1774.92   (f) ADJ UNCH    2 0
 GA0244
 GA0244.Superseded values are not recommended for survey control.
 GA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0244.See file dsdata.txt to determine how the superseded data were derived.
 GA0244
 GA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA888506(NAD 83)
 GA0244_MARKER: DB = BENCH MARK DISK
 GA0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0244_STAMPING: N 185 1935
 GA0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0244+STABILITY: SURFACE MOTION
 GA0244
 GA0244  HISTORY     - Date     Condition        Report By
 GA0244  HISTORY     - 1935     MONUMENTED       CGS
 GA0244  HISTORY     - 1961     GOOD             NGS
 GA0244
 GA0244                          STATION DESCRIPTION
 GA0244
 GA0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA0244'AT BRISTOL.
 GA0244'FROM A POINT WHERE U.S. HIGHWAY 11W CROSSES OVER INTERSTATE
 GA0244'HIGHWAY 81 IN WEST BRISTOL, GO 0.9 MILE NORTHEAST ON INTERSTATE
 GA0244'81.  THE BENCH MARK IS ABOUT 450 FT. WEST OF THE
 GA0244'TENNESSEE-VIRGINIA STATE LINE, 131 FT. SOUTH OF THE CENTER OF
 GA0244'THE EAST BOUND TRAFFIC LANES OF INTERSTATE 81, 32.4 FT. SOUTH
 GA0244'OF THE RIGHT-OF-WAY FENCE, 17.6 FT. NORTH OF THE CENTER OF A
 GA0244'GRAVELED ROAD, AND 0.8 FT. SOUTH OF A WITNESS SIGN.  THE DISK
 GA0244'IS SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND IS
 GA0244'ABOUT 20 FT. BELOW THE LEVEL OF INTERSTATE 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0507 ***********************************************************************
 FD0507  DESIGNATION -  N 186
 FD0507  PID         -  FD0507
 FD0507  STATE/COUNTY-  TN/RUTHERFORD
 FD0507  USGS QUAD   -  SMYRNA (1998)
 FD0507
 FD0507                         *CURRENT SURVEY CONTROL
 FD0507  ___________________________________________________________________
 FD0507* NAD 83(1986)-  35 58 50.     (N)    086 31 05.     (W)     SCALED    
 FD0507* NAVD 88     -       165.487  (meters)     542.94   (feet)  ADJUSTED  
 FD0507  ___________________________________________________________________
 FD0507  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FD0507  DYNAMIC HT  -         165.345 (meters)     542.47  (feet)  COMP
 FD0507  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 FD0507
 FD0507  VERT ORDER  -  FIRST     CLASS II
 FD0507
 FD0507.The horizontal coordinates were scaled from a topographic map and have
 FD0507.an estimated accuracy of +/- 6 seconds.
 FD0507
 FD0507.The orthometric height was determined by differential leveling
 FD0507.and adjusted by the National Geodetic Survey in June 1991..
 FD0507
 FD0507.The geoid height was determined by GEOID03.
 FD0507
 FD0507.The dynamic height is computed by dividing the NAVD 88
 FD0507.geopotential number by the normal gravity value computed on the
 FD0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0507.degrees latitude (g = 980.6199 gals.).
 FD0507
 FD0507.The modeled gravity was interpolated from observed gravity values.
 FD0507
 FD0507;                    North         East    Units  Estimated Accuracy
 FD0507;SPC TN       -   182,880.      553,280.      MT  (+/- 180 meters Scaled)
 FD0507
 FD0507                          SUPERSEDED SURVEY CONTROL
 FD0507
 FD0507  NGVD 29 (??/??/92)  165.506  (m)          543.00   (f) ADJ UNCH    1 2
 FD0507
 FD0507.Superseded values are not recommended for survey control.
 FD0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0507.See file dsdata.txt to determine how the superseded data were derived.
 FD0507
 FD0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE434818(NAD 83)
 FD0507_MARKER: DB = BENCH MARK DISK
 FD0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0507_STAMPING: N 186 1949
 FD0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0507+STABILITY: SURFACE MOTION
 FD0507
 FD0507  HISTORY     - Date     Condition        Report By
 FD0507  HISTORY     - 1949     MONUMENTED       CGS
 FD0507  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0507
 FD0507                          STATION DESCRIPTION
 FD0507
 FD0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FD0507'AT SMYRNA.
 FD0507'AT SMYRNA, ABOUT 0.15 MILE SOUTHEAST ALONG THE NASHVILLE,
 FD0507'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION, 99 FEET
 FD0507'WEST AND ACROSS THE TRACK FROM POLE NO. 20/10, 123 FEET
 FD0507'NORTHEAST OF THE CENTER OF THE JUNCTION OF THE OLD SMYRNA ROAD
 FD0507'AND A STREET SOUTHWEST TO THE WATER TANK, 35 FEET SOUTHWEST OF
 FD0507'THE SOUTHWEST RAIL OF THE MAIN TRACK, 10 FEET SOUTHEAST OF A
 FD0507'TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 39 FEET EAST
 FD0507'OF THE SOUTHEAST CORNER OF A FEED AND COAL COMPANY BUILDING,
 FD0507'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 FD0507'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FD0507'1 INCH.
 FD0507
 FD0507                          STATION RECOVERY (2001)
 FD0507
 FD0507'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0408 ***********************************************************************
 GC0408  DESIGNATION -  N 187
 GC0408  PID         -  GC0408
 GC0408  STATE/COUNTY-  TN/DAVIDSON
 GC0408  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0408
 GC0408                         *CURRENT SURVEY CONTROL
 GC0408  ___________________________________________________________________
 GC0408* NAD 83(1986)-  36 07 46.     (N)    086 40 57.     (W)     SCALED    
 GC0408* NAVD 88     -       174.426  (meters)     572.26   (feet)  ADJUSTED  
 GC0408  ___________________________________________________________________
 GC0408  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GC0408  DYNAMIC HT  -         174.277 (meters)     571.77  (feet)  COMP
 GC0408  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GC0408
 GC0408  VERT ORDER  -  FIRST     CLASS II
 GC0408
 GC0408.This mark is at Nashville Intl Airport (BNA)
 GC0408
 GC0408.The horizontal coordinates were scaled from a topographic map and have
 GC0408.an estimated accuracy of +/- 6 seconds.
 GC0408
 GC0408.The orthometric height was determined by differential leveling
 GC0408.and adjusted by the National Geodetic Survey in June 1991..
 GC0408.WARNING-Repeat measurements at this control monument indicate possible
 GC0408.vertical movement.
 GC0408
 GC0408.The geoid height was determined by GEOID03.
 GC0408
 GC0408.The dynamic height is computed by dividing the NAVD 88
 GC0408.geopotential number by the normal gravity value computed on the
 GC0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0408.degrees latitude (g = 980.6199 gals.).
 GC0408
 GC0408.The modeled gravity was interpolated from observed gravity values.
 GC0408
 GC0408;                    North         East    Units  Estimated Accuracy
 GC0408;SPC TN       -   199,490.      538,570.      MT  (+/- 180 meters Scaled)
 GC0408
 GC0408                          SUPERSEDED SURVEY CONTROL
 GC0408
 GC0408  NGVD 29 (??/??/92)  174.448  (m)          572.33   (f) ADJ UNCH    1 2
 GC0408
 GC0408.Superseded values are not recommended for survey control.
 GC0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0408.See file dsdata.txt to determine how the superseded data were derived.
 GC0408
 GC0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE285983(NAD 83)
 GC0408_MARKER: DB = BENCH MARK DISK
 GC0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0408_STAMPING: N 187 1949
 GC0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0408+STABILITY: SURFACE MOTION
 GC0408
 GC0408  HISTORY     - Date     Condition        Report By
 GC0408  HISTORY     - 1949     MONUMENTED       CGS
 GC0408  HISTORY     - 1958     GOOD             NGS
 GC0408
 GC0408                          STATION DESCRIPTION
 GC0408
 GC0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GC0408'7.2 MI SE FROM NASHVILLE.
 GC0408'6.0 MILES SOUTHEAST OF NASHVILLE, DAVIDSON COUNTY, AT BERRY
 GC0408'FIELD, IN THE NORTHEAST SIDE OF THE FIELD, 316 FEET WEST-NORTHWEST
 GC0408'OF THE CENTER OF THE JUNCTION OF A TAXI STRIP LEADING EAST AND
 GC0408'RUNWAY 20 SOUTH, 317 FEET WEST OF THE PROLONGED CENTERLINE OF
 GC0408'RUNWAY 20, 33 FEET NORTH OF THE CENTER OF A 9 BY 9-FOOT CONCRETE
 GC0408'DRAINAGE TRAP, 8-1/2 FEET SOUTH OF THE SOUTH EDGE OF A ROCK WALLED
 GC0408'SLOPE DESCENDING NORTH TO AN OLD BLACK TOP ROAD, AND SET IN THE
 GC0408'TOP OF A CONCRETE POST.  NOTE-- CHECK LEVELS WERE RUN FROM M 187
 GC0408'THROUGH N 187 TO P 187.  A CHECK WAS NOT OBTAINED ON THIS
 GC0408'MARK.  A DESCREPANCY OF 0.015 METERS WAS FOUND FROM THE PUBLISHED
 GC0408'ELEVATION.  THE AREA IN WHICH THE MARK IS SET IS FILL LAND AND
 GC0408'IT IS PROBABLE THAT THE MARK HAS SETTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0374 ***********************************************************************
 GC0374  DESIGNATION -  N 188
 GC0374  PID         -  GC0374
 GC0374  STATE/COUNTY-  TN/DAVIDSON
 GC0374  USGS QUAD   -  SCOTTSBORO (1983)
 GC0374
 GC0374                         *CURRENT SURVEY CONTROL
 GC0374  ___________________________________________________________________
 GC0374* NAD 83(1986)-  36 12 31.     (N)    086 54 57.     (W)     SCALED    
 GC0374* NAVD 88     -       139.762  (meters)     458.54   (feet)  ADJUSTED  
 GC0374  ___________________________________________________________________
 GC0374  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GC0374  DYNAMIC HT  -         139.642 (meters)     458.14  (feet)  COMP
 GC0374  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 GC0374
 GC0374  VERT ORDER  -  FIRST     CLASS II
 GC0374
 GC0374.The horizontal coordinates were scaled from a topographic map and have
 GC0374.an estimated accuracy of +/- 6 seconds.
 GC0374
 GC0374.The orthometric height was determined by differential leveling
 GC0374.and adjusted by the National Geodetic Survey in June 1991..
 GC0374
 GC0374.The geoid height was determined by GEOID03.
 GC0374
 GC0374.The dynamic height is computed by dividing the NAVD 88
 GC0374.geopotential number by the normal gravity value computed on the
 GC0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0374.degrees latitude (g = 980.6199 gals.).
 GC0374
 GC0374.The modeled gravity was interpolated from observed gravity values.
 GC0374
 GC0374;                    North         East    Units  Estimated Accuracy
 GC0374;SPC TN       -   208,450.      517,650.      MT  (+/- 180 meters Scaled)
 GC0374
 GC0374                          SUPERSEDED SURVEY CONTROL
 GC0374
 GC0374  NGVD 29 (??/??/92)  139.792  (m)          458.63   (f) ADJ UNCH    1 2
 GC0374
 GC0374.Superseded values are not recommended for survey control.
 GC0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0374.See file dsdata.txt to determine how the superseded data were derived.
 GC0374
 GC0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF075070(NAD 83)
 GC0374_MARKER: DB = BENCH MARK DISK
 GC0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0374_STAMPING: N 188 1949
 GC0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0374+STABILITY: SURFACE MOTION
 GC0374
 GC0374  HISTORY     - Date     Condition        Report By
 GC0374  HISTORY     - 1949     MONUMENTED       CGS
 GC0374  HISTORY     - 1984     MARK NOT FOUND   NGS
 GC0374
 GC0374                          STATION DESCRIPTION
 GC0374
 GC0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GC0374'7.4 MI NW FROM NASHVILLE.
 GC0374'7.4 MILES NORTHWEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM
 GC0374'THE OVERPASS OVER JEFFERSON STREET AT NASHVILLE, ABOUT 0.7 MILE
 GC0374'EAST OF THE ROAD CROSSING AT SCOTTSBORO, AT THE CROSSING OF A
 GC0374'PRIVATE DRIVE WAY LEADING TO 4 HOUSES ON NORTH SIDE OF TRACK, 45
 GC0374'FEET NORTH OF THE NORTH RAIL, 16 FEET EAST OF THE CENTER LINE OF
 GC0374'THE DRIVE, 22 FEET NORTH-NORTHEAST OF THE EAST END OF A 24-INCH
 GC0374'PIPE CULVERT UNDER DRIVE, 1 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2
 GC0374'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 GC0374'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GC0374
 GC0374                          STATION RECOVERY (1984)
 GC0374
 GC0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC0374'SEARCHED FOR BUT NOT RECOVERED, YARD WORK HAS BEEN DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2367 ***********************************************************************
 GA2367  DESIGNATION -  N 189
 GA2367  PID         -  GA2367
 GA2367  STATE/COUNTY-  TN/KNOX
 GA2367  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2367
 GA2367                         *CURRENT SURVEY CONTROL
 GA2367  ___________________________________________________________________
 GA2367* NAD 83(1986)-  36 01 17.     (N)    083 58 42.     (W)     SCALED    
 GA2367* NAVD 88     -       334.838  (meters)    1098.55   (feet)  ADJUSTED  
 GA2367  ___________________________________________________________________
 GA2367  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2367  DYNAMIC HT  -         334.525 (meters)    1097.52  (feet)  COMP
 GA2367  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 GA2367
 GA2367  VERT ORDER  -  FIRST     CLASS I
 GA2367
 GA2367.The horizontal coordinates were scaled from a topographic map and have
 GA2367.an estimated accuracy of +/- 6 seconds.
 GA2367
 GA2367.The orthometric height was determined by differential leveling
 GA2367.and adjusted by the National Geodetic Survey in June 1991..
 GA2367
 GA2367.The geoid height was determined by GEOID03.
 GA2367
 GA2367.The dynamic height is computed by dividing the NAVD 88
 GA2367.geopotential number by the normal gravity value computed on the
 GA2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2367.degrees latitude (g = 980.6199 gals.).
 GA2367
 GA2367.The modeled gravity was interpolated from observed gravity values.
 GA2367
 GA2367;                    North         East    Units  Estimated Accuracy
 GA2367;SPC TN       -   189,170.      782,210.      MT  (+/- 180 meters Scaled)
 GA2367
 GA2367                          SUPERSEDED SURVEY CONTROL
 GA2367
 GA2367  NGVD 29 (??/??/92)  334.949  (m)         1098.91   (f) ADJ UNCH    1 1
 GA2367
 GA2367.Superseded values are not recommended for survey control.
 GA2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2367.See file dsdata.txt to determine how the superseded data were derived.
 GA2367
 GA2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV316904(NAD 83)
 GA2367_MARKER: DB = BENCH MARK DISK
 GA2367_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA2367_SP_SET: UNSPECIFIED ROCK
 GA2367_STAMPING: N 189 1950
 GA2367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA2367
 GA2367  HISTORY     - Date     Condition        Report By
 GA2367  HISTORY     - 1950     MONUMENTED       CGS
 GA2367  HISTORY     - 1967     GOOD             NGS
 GA2367  HISTORY     - 1982     GOOD             LOCENG
 GA2367
 GA2367                          STATION DESCRIPTION
 GA2367
 GA2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2367'3.2 MI SE FROM POWELL.
 GA2367'ABOUT 3.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2367'STATION AT POWELL, ABOUT 0.1 MILE NORTHWEST OF THE DRY GAP PIKE
 GA2367'OVERPASS OVER THE TRACK, 40 FEET SOUTHEAST OF MILEPOST 5, SET
 GA2367'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS ABOUT 40 FEET
 GA2367'LONG AND 15 FEET HIGH, 10.6 FEET NORTHEAST OF THE NORTHEAST
 GA2367'RAIL, ABOUT 10 FEET NORTHWEST OF THE HIGHEST POINT OF THE ROCK
 GA2367'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GA2367
 GA2367                          STATION RECOVERY (1982)
 GA2367
 GA2367'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0062 ***********************************************************************
 FE0062  DESIGNATION -  N 19
 FE0062  PID         -  FE0062
 FE0062  STATE/COUNTY-  TN/HENDERSON
 FE0062  USGS QUAD   -  LEXINGTON (1992)
 FE0062
 FE0062                         *CURRENT SURVEY CONTROL
 FE0062  ___________________________________________________________________
 FE0062* NAD 83(1986)-  35 42 36.     (N)    088 22 53.     (W)     SCALED    
 FE0062* NAVD 88     -       171.842  (meters)     563.78   (feet)  ADJUSTED  
 FE0062  ___________________________________________________________________
 FE0062  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FE0062  DYNAMIC HT  -         171.690 (meters)     563.29  (feet)  COMP
 FE0062  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 FE0062
 FE0062  VERT ORDER  -  FIRST     CLASS II
 FE0062
 FE0062.The horizontal coordinates were scaled from a topographic map and have
 FE0062.an estimated accuracy of +/- 6 seconds.
 FE0062
 FE0062.The orthometric height was determined by differential leveling
 FE0062.and adjusted by the National Geodetic Survey in June 1991..
 FE0062
 FE0062.The geoid height was determined by GEOID03.
 FE0062
 FE0062.The dynamic height is computed by dividing the NAVD 88
 FE0062.geopotential number by the normal gravity value computed on the
 FE0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0062.degrees latitude (g = 980.6199 gals.).
 FE0062
 FE0062.The modeled gravity was interpolated from observed gravity values.
 FE0062
 FE0062;                    North         East    Units  Estimated Accuracy
 FE0062;SPC TN       -   155,360.      384,530.      MT  (+/- 180 meters Scaled)
 FE0062
 FE0062                          SUPERSEDED SURVEY CONTROL
 FE0062
 FE0062  NGVD 29 (??/??/??)  171.859  (m)          563.84   (f) ADJUSTED    1 2
 FE0062
 FE0062.Superseded values are not recommended for survey control.
 FE0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0062.See file dsdata.txt to determine how the superseded data were derived.
 FE0062
 FE0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE750526(NAD 83)
 FE0062_MARKER: DB = BENCH MARK DISK
 FE0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0062_STAMPING: 563.972 N 19 1934
 FE0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0062+STABILITY: SURFACE MOTION
 FE0062
 FE0062  HISTORY     - Date     Condition        Report By
 FE0062  HISTORY     - 1934     MONUMENTED       CGS
 FE0062  HISTORY     - 1937     GOOD             CGS
 FE0062
 FE0062                          STATION DESCRIPTION
 FE0062
 FE0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FE0062'AT TIMBERLAKE.
 FE0062'AT TIMBERLAKE, HENDERSON COUNTY, OPPOSITE THE NASHVILLE, CHATTANOOGA
 FE0062'AND ST. LOUIS RAILWAY STATION, 20-1/2 POLES SOUTH OF MILEPOST
 FE0062'112, OPPOSITE SURVEY STATION 694+30, AT A ROAD CROSSING, 60 FEET
 FE0062'EAST OF THE EAST RAIL, 40 FEET NORTH OF THE CENTERLINE OF THE
 FE0062'ROAD, AND 6 INCHES WEST OF A PICKET FENCE.  A STANDARD DISK,
 FE0062'STAMPED 563.972 N 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0498 ***********************************************************************
 GB0498  DESIGNATION -  N 190
 GB0498  PID         -  GB0498
 GB0498  STATE/COUNTY-  TN/ANDERSON
 GB0498  USGS QUAD   -  CLINTON (1990)
 GB0498
 GB0498                         *CURRENT SURVEY CONTROL
 GB0498  ___________________________________________________________________
 GB0498* NAD 83(1986)-  36 05 20.     (N)    084 10 38.     (W)     SCALED    
 GB0498* NAVD 88     -       297.744  (meters)     976.85   (feet)  ADJUSTED  
 GB0498  ___________________________________________________________________
 GB0498  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 GB0498  DYNAMIC HT  -         297.473 (meters)     975.96  (feet)  COMP
 GB0498  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 GB0498
 GB0498  VERT ORDER  -  FIRST     CLASS I
 GB0498
 GB0498.The horizontal coordinates were scaled from a topographic map and have
 GB0498.an estimated accuracy of +/- 6 seconds.
 GB0498
 GB0498.The orthometric height was determined by differential leveling
 GB0498.and adjusted by the National Geodetic Survey in June 1991..
 GB0498
 GB0498.The geoid height was determined by GEOID03.
 GB0498
 GB0498.The dynamic height is computed by dividing the NAVD 88
 GB0498.geopotential number by the normal gravity value computed on the
 GB0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0498.degrees latitude (g = 980.6199 gals.).
 GB0498
 GB0498.The modeled gravity was interpolated from observed gravity values.
 GB0498
 GB0498;                    North         East    Units  Estimated Accuracy
 GB0498;SPC TN       -   196,310.      764,150.      MT  (+/- 180 meters Scaled)
 GB0498
 GB0498                          SUPERSEDED SURVEY CONTROL
 GB0498
 GB0498  NGVD 29 (??/??/92)  297.874  (m)          977.27   (f) ADJ UNCH    1 1
 GB0498
 GB0498.Superseded values are not recommended for survey control.
 GB0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0498.See file dsdata.txt to determine how the superseded data were derived.
 GB0498
 GB0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE541974(NAD 83)
 GB0498_MARKER: DB = BENCH MARK DISK
 GB0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0498_STAMPING: N 190 1950
 GB0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0498+STABILITY: SURFACE MOTION
 GB0498
 GB0498  HISTORY     - Date     Condition        Report By
 GB0498  HISTORY     - 1950     MONUMENTED       CGS
 GB0498  HISTORY     - 1967     GOOD             NGS
 GB0498  HISTORY     - 1972     GOOD             TVA
 GB0498
 GB0498                          STATION DESCRIPTION
 GB0498
 GB0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GB0498'3.4 MI SW FROM CLINTON.
 GB0498'ABOUT 3.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0498'STATION AT CLINTON, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 24,
 GB0498'AT A PRIVATE ROAD CROSSING TO A ONE STORY WHITE FRAME HOUSE, 50.8
 GB0498'FEET NORTHWEST OF THE NORTHWEST RAIL AT THE CENTER LINE OF THE
 GB0498'ROAD, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET
 GB0498'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, NEAR THE EDGE OF A
 GB0498'SMALL RAVINE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND
 GB0498'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 GB0498'LEVEL OF THE GROUND.
 GB0498
 GB0498                          STATION RECOVERY (1972)
 GB0498
 GB0498'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GB0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0864 ***********************************************************************
 GB0864  DESIGNATION -  N 191
 GB0864  PID         -  GB0864
 GB0864  STATE/COUNTY-  TN/MORGAN
 GB0864  USGS QUAD   -  LANCING (1984)
 GB0864
 GB0864                         *CURRENT SURVEY CONTROL
 GB0864  ___________________________________________________________________
 GB0864* NAD 83(1986)-  36 04 55.     (N)    084 38 28.     (W)     SCALED    
 GB0864* NAVD 88     -       295.942  (meters)     970.94   (feet)  ADJUSTED  
 GB0864  ___________________________________________________________________
 GB0864  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GB0864  DYNAMIC HT  -         295.675 (meters)     970.06  (feet)  COMP
 GB0864  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 GB0864
 GB0864  VERT ORDER  -  FIRST     CLASS II
 GB0864
 GB0864.The horizontal coordinates were scaled from a topographic map and have
 GB0864.an estimated accuracy of +/- 6 seconds.
 GB0864
 GB0864.The orthometric height was determined by differential leveling
 GB0864.and adjusted by the National Geodetic Survey in June 1991..
 GB0864
 GB0864.The geoid height was determined by GEOID03.
 GB0864
 GB0864.The dynamic height is computed by dividing the NAVD 88
 GB0864.geopotential number by the normal gravity value computed on the
 GB0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0864.degrees latitude (g = 980.6199 gals.).
 GB0864
 GB0864.The modeled gravity was interpolated from observed gravity values.
 GB0864
 GB0864;                    North         East    Units  Estimated Accuracy
 GB0864;SPC TN       -   194,860.      722,390.      MT  (+/- 180 meters Scaled)
 GB0864
 GB0864                          SUPERSEDED SURVEY CONTROL
 GB0864
 GB0864  NGVD 29 (??/??/92)  296.060  (m)          971.32   (f) ADJ UNCH    1 2
 GB0864
 GB0864.Superseded values are not recommended for survey control.
 GB0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0864.See file dsdata.txt to determine how the superseded data were derived.
 GB0864
 GB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE123956(NAD 83)
 GB0864_MARKER: DB = BENCH MARK DISK
 GB0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0864_SP_SET: ABUTMENT
 GB0864_STAMPING: N 191 1950
 GB0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0864
 GB0864  HISTORY     - Date     Condition        Report By
 GB0864  HISTORY     - 1950     MONUMENTED       CGS
 GB0864  HISTORY     - 1968     GOOD             NGS
 GB0864
 GB0864                          STATION DESCRIPTION
 GB0864
 GB0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0864'3.5 MI S FROM LANCING.
 GB0864'ABOUT 3.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0864'AT LANCING, THENCE 0.3 MILE SOUTHEAST ALONG AN ABANDONED RAILROAD
 GB0864'GRADE, 40 YARDS SOUTH OF THE SOUTH END OF ABANDONED TUNNEL NUMBER
 GB0864'22, SET IN THE TOP OF THE EAST END OF THE NORTH ABANDONED CONCRETE
 GB0864'ABUTMENT OF A RAILROAD BRIDGE OVER EMORY RIVER, 9 FEET EAST OF THE
 GB0864'CENTERLINE OF THE RAILROAD GRADE, AND ABOUT 1 FOOT BELOW THE LEVEL
 GB0864'OF THE GRADE.  NOTE-- THIS MARK WAS NOT LEVELED TO BY THIS PARTY IN
 GB0864'1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0703 ***********************************************************************
 FC0703  DESIGNATION -  N 192
 FC0703  PID         -  FC0703
 FC0703  STATE/COUNTY-  TN/RHEA
 FC0703  USGS QUAD   -  EVENSVILLE (1990)
 FC0703
 FC0703                         *CURRENT SURVEY CONTROL
 FC0703  ___________________________________________________________________
 FC0703* NAD 83(1986)-  35 32 16.     (N)    084 58 47.     (W)     SCALED    
 FC0703* NAVD 88     -       223.466  (meters)     733.15   (feet)  ADJUSTED  
 FC0703  ___________________________________________________________________
 FC0703  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FC0703  DYNAMIC HT  -         223.252 (meters)     732.45  (feet)  COMP
 FC0703  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 FC0703
 FC0703  VERT ORDER  -  FIRST     CLASS II
 FC0703
 FC0703.The horizontal coordinates were scaled from a topographic map and have
 FC0703.an estimated accuracy of +/- 6 seconds.
 FC0703
 FC0703.The orthometric height was determined by differential leveling
 FC0703.and adjusted by the National Geodetic Survey in June 1991..
 FC0703
 FC0703.The geoid height was determined by GEOID03.
 FC0703
 FC0703.The dynamic height is computed by dividing the NAVD 88
 FC0703.geopotential number by the normal gravity value computed on the
 FC0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0703.degrees latitude (g = 980.6199 gals.).
 FC0703
 FC0703.The modeled gravity was interpolated from observed gravity values.
 FC0703
 FC0703;                    North         East    Units  Estimated Accuracy
 FC0703;SPC TN       -   134,110.      692,520.      MT  (+/- 180 meters Scaled)
 FC0703
 FC0703                          SUPERSEDED SURVEY CONTROL
 FC0703
 FC0703  NGVD 29 (??/??/92)  223.541  (m)          733.40   (f) ADJ UNCH    1 2
 FC0703
 FC0703.Superseded values are not recommended for survey control.
 FC0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0703.See file dsdata.txt to determine how the superseded data were derived.
 FC0703
 FC0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE831345(NAD 83)
 FC0703_MARKER: DB = BENCH MARK DISK
 FC0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0703_STAMPING: N 192 1950
 FC0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0703+STABILITY: SURFACE MOTION
 FC0703
 FC0703  HISTORY     - Date     Condition        Report By
 FC0703  HISTORY     - 1950     MONUMENTED       CGS
 FC0703
 FC0703                          STATION DESCRIPTION
 FC0703
 FC0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0703'2.5 MI SW FROM EVENSVILLE.
 FC0703'2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FC0703'AT EVENSVILLE, AT A PRIVATE FIELD ROAD CROSSING, ABOUT 0.1 MILE
 FC0703'NORTH OF A LARGE FARM HOUSE, 69 FEET NORTH OF THE NORTH CORNER OF
 FC0703'THE CONCRETE BASE OF SEMAPHORE TOWER NO. 296.1, 47 FEET NORTHWEST
 FC0703'OF THE NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE LINE, 43 FEET
 FC0703'SOUTHWEST OF THE SOUTHWEST GATE POST OF A GATE IN FENCE LINE,
 FC0703'70 FEET WEST OF THE CENTER OF THE CROSSING, 2 FEET NORTHEAST OF
 FC0703'A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 FC0703'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0784 ***********************************************************************
 FC0784  DESIGNATION -  N 193
 FC0784  PID         -  FC0784
 FC0784  STATE/COUNTY-  TN/MCMINN
 FC0784  USGS QUAD   -  NIOTA (1990)
 FC0784
 FC0784                         *CURRENT SURVEY CONTROL
 FC0784  ___________________________________________________________________
 FC0784* NAD 83(1986)-  35 36 59.     (N)    084 35 06.     (W)     SCALED    
 FC0784* NAVD 88     -       288.282  (meters)     945.81   (feet)  ADJUSTED  
 FC0784  ___________________________________________________________________
 FC0784  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FC0784  DYNAMIC HT  -         288.001 (meters)     944.88  (feet)  COMP
 FC0784  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 FC0784
 FC0784  VERT ORDER  -  FIRST     CLASS II
 FC0784
 FC0784.The horizontal coordinates were scaled from a topographic map and have
 FC0784.an estimated accuracy of +/- 6 seconds.
 FC0784
 FC0784.The orthometric height was determined by differential leveling
 FC0784.and adjusted by the National Geodetic Survey in June 1991..
 FC0784
 FC0784.The geoid height was determined by GEOID03.
 FC0784
 FC0784.The dynamic height is computed by dividing the NAVD 88
 FC0784.geopotential number by the normal gravity value computed on the
 FC0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0784.degrees latitude (g = 980.6199 gals.).
 FC0784
 FC0784.The modeled gravity was interpolated from observed gravity values.
 FC0784
 FC0784;                    North         East    Units  Estimated Accuracy
 FC0784;SPC TN       -   143,280.      728,190.      MT  (+/- 180 meters Scaled)
 FC0784
 FC0784                          SUPERSEDED SURVEY CONTROL
 FC0784
 FC0784  NGVD 29 (??/??/92)  288.360  (m)          946.06   (f) ADJ UNCH    1 2
 FC0784
 FC0784.Superseded values are not recommended for survey control.
 FC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0784.See file dsdata.txt to determine how the superseded data were derived.
 FC0784
 FC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE187440(NAD 83)
 FC0784_MARKER: DB = BENCH MARK DISK
 FC0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0784_STAMPING: N 193 1950
 FC0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0784+STABILITY: SURFACE MOTION
 FC0784
 FC0784  HISTORY     - Date     Condition        Report By
 FC0784  HISTORY     - 1950     MONUMENTED       CGS
 FC0784
 FC0784                          STATION DESCRIPTION
 FC0784
 FC0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0784'7.5 MI W FROM SWEETWATER.
 FC0784'7.5 MILES WEST ALONG STATE HIGHWAY 68 FROM THE JUNCTION  OF U.S.
 FC0784'HIGHWAY 11 AT SWEETWATER, ABOUT 1.55 MILES EAST OF BEULAH CHURCH
 FC0784'AND CEMETERY, ABOUT 1.1 MILES WEST OF THE JUNCTION OF A GRAVEL ROAD
 FC0784'SOUTH AT PRIGMORE, AT THE EAST END OF A GRAVEL PIT, 53 YARDS
 FC0784'EAST OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST AND A
 FC0784'DRIVE SOUTH TO THE GRAVEL PIT, ON THE OUTSIDE OF A CURVE WITH
 FC0784'TANGENTS NORTHWEST AND EAST, 31 FEET SOUTH OF THE CENTER LINE
 FC0784'OF THE HIGHWAY, 23 FEET NORTH OF A LOW FORKED 20-INCH PINE TREE,
 FC0784'84 FEET WEST-SOUTHWEST OF THE SOUTH END OF A PIPE CULVERT, 2 FEET
 FC0784'NORTHWEST OF A T.V.A. STEEL WITNESS POST, ABOUT LEVEL WITH THE
 FC0784'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0652 ***********************************************************************
 FC0652  DESIGNATION -  N 194
 FC0652  PID         -  FC0652
 FC0652  STATE/COUNTY-  TN/ROANE
 FC0652  USGS QUAD   -  ROCKWOOD (1980)
 FC0652
 FC0652                         *CURRENT SURVEY CONTROL
 FC0652  ___________________________________________________________________
 FC0652* NAD 83(1986)-  35 52 10.     (N)    084 41 18.     (W)     SCALED    
 FC0652* NAVD 88     -       269.062  (meters)     882.75   (feet)  ADJUSTED  
 FC0652  ___________________________________________________________________
 FC0652  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 FC0652  DYNAMIC HT  -         268.811 (meters)     881.92  (feet)  COMP
 FC0652  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FC0652
 FC0652  VERT ORDER  -  FIRST     CLASS II
 FC0652
 FC0652.The horizontal coordinates were scaled from a topographic map and have
 FC0652.an estimated accuracy of +/- 6 seconds.
 FC0652
 FC0652.The orthometric height was determined by differential leveling
 FC0652.and adjusted by the National Geodetic Survey in June 1991..
 FC0652
 FC0652.The geoid height was determined by GEOID03.
 FC0652
 FC0652.The dynamic height is computed by dividing the NAVD 88
 FC0652.geopotential number by the normal gravity value computed on the
 FC0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0652.degrees latitude (g = 980.6199 gals.).
 FC0652
 FC0652.The modeled gravity was interpolated from observed gravity values.
 FC0652
 FC0652;                    North         East    Units  Estimated Accuracy
 FC0652;SPC TN       -   171,220.      718,450.      MT  (+/- 180 meters Scaled)
 FC0652
 FC0652                          SUPERSEDED SURVEY CONTROL
 FC0652
 FC0652  NGVD 29 (??/??/92)  269.167  (m)          883.09   (f) ADJ UNCH    1 2
 FC0652
 FC0652.Superseded values are not recommended for survey control.
 FC0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0652.See file dsdata.txt to determine how the superseded data were derived.
 FC0652
 FC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE087719(NAD 83)
 FC0652_MARKER: DB = BENCH MARK DISK
 FC0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0652_SP_SET: BUILDING
 FC0652_STAMPING: N 194 1950
 FC0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0652
 FC0652  HISTORY     - Date     Condition        Report By
 FC0652  HISTORY     - 1950     MONUMENTED       CGS
 FC0652  HISTORY     - 1969     GOOD             NGS
 FC0652
 FC0652                          STATION DESCRIPTION
 FC0652
 FC0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FC0652'AT ROCKWOOD.
 FC0652'AT ROCKWOOD, AT THE INTERSECTION OF ROCKWOOD AVENUE AND WILDER
 FC0652'STREET, SET VERTICALLY IN THE SOUTHWEST FACE OF THE POST OFFICE
 FC0652'BUILDING, 1 FOOT NORTHWEST OF THE SOUTH CORNER OF THE BUILDING,
 FC0652'27.9 FEET NORTHEAST OF THE NORTHEAST CURB OF ROCKWOOD AVENUE,
 FC0652'82 FEET SOUTHEAST OF THE SOUTHEAST CURB OF WILDER STREET AND
 FC0652'ABOUT 2 FEET ABOVE THE GROUND.
 FC0652
 FC0652                          STATION RECOVERY (1969)
 FC0652
 FC0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FC0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0900 ***********************************************************************
 GB0900  DESIGNATION -  N 196
 GB0900  PID         -  GB0900
 GB0900  STATE/COUNTY-  TN/MORGAN
 GB0900  USGS QUAD   -  RUGBY (1984)
 GB0900
 GB0900                         *CURRENT SURVEY CONTROL
 GB0900  ___________________________________________________________________
 GB0900* NAD 83(1986)-  36 17 02.     (N)    084 38 46.     (W)     SCALED    
 GB0900* NAVD 88     -       428.202  (meters)    1404.86   (feet)  ADJUSTED  
 GB0900  ___________________________________________________________________
 GB0900  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GB0900  DYNAMIC HT  -         427.829 (meters)    1403.64  (feet)  COMP
 GB0900  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 GB0900
 GB0900  VERT ORDER  -  FIRST     CLASS I
 GB0900
 GB0900.The horizontal coordinates were scaled from a topographic map and have
 GB0900.an estimated accuracy of +/- 6 seconds.
 GB0900
 GB0900.The orthometric height was determined by differential leveling
 GB0900.and adjusted by the National Geodetic Survey in June 1991..
 GB0900
 GB0900.The geoid height was determined by GEOID03.
 GB0900
 GB0900.The dynamic height is computed by dividing the NAVD 88
 GB0900.geopotential number by the normal gravity value computed on the
 GB0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0900.degrees latitude (g = 980.6199 gals.).
 GB0900
 GB0900.The modeled gravity was interpolated from observed gravity values.
 GB0900
 GB0900;                    North         East    Units  Estimated Accuracy
 GB0900;SPC TN       -   217,260.      721,630.      MT  (+/- 180 meters Scaled)
 GB0900
 GB0900                          SUPERSEDED SURVEY CONTROL
 GB0900
 GB0900  NGVD 29 (??/??/92)  428.318  (m)         1405.24   (f) ADJ UNCH    1 1
 GB0900
 GB0900.Superseded values are not recommended for survey control.
 GB0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0900.See file dsdata.txt to determine how the superseded data were derived.
 GB0900
 GB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF114180(NAD 83)
 GB0900_MARKER: DB = BENCH MARK DISK
 GB0900_SETTING: 66 = SET IN ROCK OUTCROP
 GB0900_SP_SET: ROCK CUT
 GB0900_STAMPING: N 196 1950
 GB0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0900+STABILITY: POSITION/ELEVATION WELL
 GB0900
 GB0900  HISTORY     - Date     Condition        Report By
 GB0900  HISTORY     - 1950     MONUMENTED       CGS
 GB0900  HISTORY     - 1968     GOOD             NGS
 GB0900
 GB0900                          STATION DESCRIPTION
 GB0900
 GB0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0900'4.2 MI NE FROM SUNBRIGHT.
 GB0900'ABOUT 0.05 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 GB0900'SUNBRIGHT, THENCE 0.3 MILE SOUTH ALONG A SIDETRACK OF THE
 GB0900'SOUTHERN RAILWAY, THENCE 3.8 MILES NORTHEAST ALONG THE MAIN
 GB0900'TRACK, 10 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, SET
 GB0900'VERTICALLY IN THE NORTH FACE OF THE SOUTH ROCK WALL OF A CUT FOR
 GB0900'THE RAILROAD, 1.0 FOOT EAST OF THE LETTERS B M WHICH ARE CUT IN
 GB0900'THE NORTH FACE OF THE WALL, 55 FEET NORTH OF A MARKER POST FOR AN
 GB0900'UNDERGROUND TELEPHONE CABLE, 45 FEET NORTHWEST OF TELEPHONE
 GB0900'POLE NUMBER G 63, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND
 GB0900'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0943 ***********************************************************************
 GB0943  DESIGNATION -  N 197
 GB0943  PID         -  GB0943
 GB0943  STATE/COUNTY-  TN/SCOTT
 GB0943  USGS QUAD   -  ONEIDA SOUTH (1988)
 GB0943
 GB0943                         *CURRENT SURVEY CONTROL
 GB0943  ___________________________________________________________________
 GB0943* NAD 83(1986)-  36 28 31.     (N)    084 32 30.     (W)     SCALED    
 GB0943* NAVD 88     -       458.321  (meters)    1503.67   (feet)  ADJUSTED  
 GB0943  ___________________________________________________________________
 GB0943  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GB0943  DYNAMIC HT  -         457.930 (meters)    1502.39  (feet)  COMP
 GB0943  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 GB0943
 GB0943  VERT ORDER  -  FIRST     CLASS I
 GB0943
 GB0943.The horizontal coordinates were scaled from a topographic map and have
 GB0943.an estimated accuracy of +/- 6 seconds.
 GB0943
 GB0943.The orthometric height was determined by differential leveling
 GB0943.and adjusted by the National Geodetic Survey in June 1991..
 GB0943
 GB0943.The geoid height was determined by GEOID03.
 GB0943
 GB0943.The dynamic height is computed by dividing the NAVD 88
 GB0943.geopotential number by the normal gravity value computed on the
 GB0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0943.degrees latitude (g = 980.6199 gals.).
 GB0943
 GB0943.The modeled gravity was interpolated from observed gravity values.
 GB0943
 GB0943;                    North         East    Units  Estimated Accuracy
 GB0943;SPC TN       -   238,630.      730,690.      MT  (+/- 180 meters Scaled)
 GB0943
 GB0943                          SUPERSEDED SURVEY CONTROL
 GB0943
 GB0943  NGVD 29 (??/??/92)  458.442  (m)         1504.07   (f) ADJ UNCH    1 1
 GB0943
 GB0943.Superseded values are not recommended for survey control.
 GB0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0943.See file dsdata.txt to determine how the superseded data were derived.
 GB0943
 GB0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF202394(NAD 83)
 GB0943_MARKER: DB = BENCH MARK DISK
 GB0943_SETTING: 0 = UNSPECIFIED SETTING
 GB0943_STAMPING: N 197 1950
 GB0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0943
 GB0943  HISTORY     - Date     Condition        Report By
 GB0943  HISTORY     - 1950     MONUMENTED       CGS
 GB0943  HISTORY     - 1968     GOOD             NGS
 GB0943
 GB0943                          STATION DESCRIPTION
 GB0943
 GB0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0943'2.2 MI SW FROM ONEIDA.
 GB0943'ABOUT 2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GB0943'STATION AT ONEIDA, 0.2 MILE NORTHEAST OF MILEPOST 212, 33 FEET
 GB0943'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 27 FEET
 GB0943'SOUTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY, 12 FEET SOUTHEAST
 GB0943'OF THE CENTERLINE OF A ROAD WHICH PARALLELS THE TRACK, 152
 GB0943'FEET NORTHWEST AND ACROSS THE TRACKS FROM THE WEST CORNER OF
 GB0943'A STONE HOUSE, 30 1/2 FEET SOUTHEAST OF A TELEPHONE POLE WHICH
 GB0943'BEARS A TRANSFORMER AND IS BRACED BY TWO GUY WIRES, 1 FOOT
 GB0943'SOUTHEAST OF A FENCE, 9 1/2 FEET EAST OF A 10-INCH PINE TREE
 GB0943'WHICH BEARS A METAL WITNESS SHIELD, AND ABOUT 2 FEET BELOW THE
 GB0943'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1149 ***********************************************************************
 GC1149  DESIGNATION -  N 198
 GC1149  PID         -  GC1149
 GC1149  STATE/COUNTY-  TN/MONTGOMERY
 GC1149  USGS QUAD   -  GUTHRIE (1983)
 GC1149
 GC1149                         *CURRENT SURVEY CONTROL
 GC1149  ___________________________________________________________________
 GC1149* NAD 83(1986)-  36 37 33.     (N)    087 12 11.     (W)     SCALED    
 GC1149* NAVD 88     -       170.782  (meters)     560.31   (feet)  ADJUSTED  
 GC1149  ___________________________________________________________________
 GC1149  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 GC1149  DYNAMIC HT  -         170.644 (meters)     559.85  (feet)  COMP
 GC1149  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 GC1149
 GC1149  VERT ORDER  -  FIRST     CLASS II
 GC1149
 GC1149.The horizontal coordinates were scaled from a topographic map and have
 GC1149.an estimated accuracy of +/- 6 seconds.
 GC1149
 GC1149.The orthometric height was determined by differential leveling
 GC1149.and adjusted by the National Geodetic Survey in June 1991..
 GC1149
 GC1149.The geoid height was determined by GEOID03.
 GC1149
 GC1149.The dynamic height is computed by dividing the NAVD 88
 GC1149.geopotential number by the normal gravity value computed on the
 GC1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1149.degrees latitude (g = 980.6199 gals.).
 GC1149
 GC1149.The modeled gravity was interpolated from observed gravity values.
 GC1149
 GC1149;                    North         East    Units  Estimated Accuracy
 GC1149;SPC TN       -   255,020.      492,390.      MT  (+/- 180 meters Scaled)
 GC1149
 GC1149                          SUPERSEDED SURVEY CONTROL
 GC1149
 GC1149  NGVD 29 (??/??/92)  170.858  (m)          560.56   (f) ADJ UNCH    1 2
 GC1149
 GC1149.Superseded values are not recommended for survey control.
 GC1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1149.See file dsdata.txt to determine how the superseded data were derived.
 GC1149
 GC1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF818533(NAD 83)
 GC1149_MARKER: DB = BENCH MARK DISK
 GC1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1149_STAMPING: N 198 1954
 GC1149_MARK LOGO: CGS   
 GC1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1149+STABILITY: SURFACE MOTION
 GC1149
 GC1149  HISTORY     - Date     Condition        Report By
 GC1149  HISTORY     - 1954     MONUMENTED       CGS
 GC1149  HISTORY     - 1984     GOOD             NGS
 GC1149
 GC1149                          STATION DESCRIPTION
 GC1149
 GC1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GC1149'6.6 MI NE FROM ST BETHLEHEM.
 GC1149'6.65 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1149'FROM THE FLAG STATION AND ROAD CROSSING AT ST. BETHLEHEM, ABOUT
 GC1149'1.55 MILES NORTHEAST OF THE ROAD CROSSING AT BELDON (HAMPTON
 GC1149'STATION), ABOUT 0.45 MILE NORTHEAST OF MILE POST 167, 29 FEET
 GC1149'NORTHWEST OF NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE LINE,
 GC1149'76 1/2 FEET NORTHEAST OF THE CENTER OF A GATE IN FENCE LINE,
 GC1149'86 FEET NORTH OF CENTER OF CROSSING OF A PRIVATE ROAD LEADING
 GC1149'NORTHWEST TO A FARM HOUSE, 55 FEET SOUTH-SOUTHEAST OF POWER POLE NO.
 GC1149'1024, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 GC1149'ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GC1149'PROJECTING 4 INCHES.
 GC1149
 GC1149                          STATION RECOVERY (1984)
 GC1149
 GC1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1149'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0126 ***********************************************************************
 FE0126  DESIGNATION -  N 20
 FE0126  PID         -  FE0126
 FE0126  STATE/COUNTY-  TN/HENDERSON
 FE0126  USGS QUAD   -  REAGAN (1988)
 FE0126
 FE0126                         *CURRENT SURVEY CONTROL
 FE0126  ___________________________________________________________________
 FE0126* NAD 83(1986)-  35 36 42.     (N)    088 18 50.     (W)     SCALED    
 FE0126* NAVD 88     -       122.862  (meters)     403.09   (feet)  ADJUSTED  
 FE0126  ___________________________________________________________________
 FE0126  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FE0126  DYNAMIC HT  -         122.753 (meters)     402.73  (feet)  COMP
 FE0126  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 FE0126
 FE0126  VERT ORDER  -  SECOND    CLASS 0
 FE0126
 FE0126.The horizontal coordinates were scaled from a topographic map and have
 FE0126.an estimated accuracy of +/- 6 seconds.
 FE0126
 FE0126.The orthometric height was determined by differential leveling
 FE0126.and adjusted by the National Geodetic Survey in June 1991..
 FE0126
 FE0126.The geoid height was determined by GEOID03.
 FE0126
 FE0126.The dynamic height is computed by dividing the NAVD 88
 FE0126.geopotential number by the normal gravity value computed on the
 FE0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0126.degrees latitude (g = 980.6199 gals.).
 FE0126
 FE0126.The modeled gravity was interpolated from observed gravity values.
 FE0126
 FE0126;                    North         East    Units  Estimated Accuracy
 FE0126;SPC TN       -   144,310.      390,380.      MT  (+/- 180 meters Scaled)
 FE0126
 FE0126                          SUPERSEDED SURVEY CONTROL
 FE0126
 FE0126  NGVD 29 (??/??/??)  122.882  (m)          403.16   (f) ADJUSTED    2 0
 FE0126
 FE0126.Superseded values are not recommended for survey control.
 FE0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0126.See file dsdata.txt to determine how the superseded data were derived.
 FE0126
 FE0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE810416(NAD 83)
 FE0126_MARKER: DB = BENCH MARK DISK
 FE0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0126_STAMPING: 403.251 N 20 1934
 FE0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0126+STABILITY: SURFACE MOTION
 FE0126
 FE0126  HISTORY     - Date     Condition        Report By
 FE0126  HISTORY     - 1934     MONUMENTED       CGS
 FE0126  HISTORY     - 1935     GOOD             CGS
 FE0126
 FE0126                          STATION DESCRIPTION
 FE0126
 FE0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0126'0.2 MI E FROM BLUFF.
 FE0126'0.25 MILE EAST ALONG THE ABANDONED NASHVILLE, CHATTANOOGA AND
 FE0126'ST. LOUIS RAILWAY FROM THE STATION AT BLUFF, HENDERSON COUNTY, 200
 FE0126'YARDS EAST OF AN ABANDONED GIN, 35 FEET WEST OF A PRIVATE-ROAD
 FE0126'CROSSING, AT THE EDGE OF A FIELD, AND 20 FEET SOUTH OF THE OLD
 FE0126'ROADBED.  A STANDARD DISK, STAMPED 403.251 N 20 1934 AND SET IN
 FE0126'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0667 ***********************************************************************
 GB0667  DESIGNATION -  N 201
 GB0667  PID         -  GB0667
 GB0667  STATE/COUNTY-  TN/CAMPBELL
 GB0667  USGS QUAD   -  PIONEER (1979)
 GB0667
 GB0667                         *CURRENT SURVEY CONTROL
 GB0667  ___________________________________________________________________
 GB0667* NAD 83(1986)-  36 25 15.     (N)    084 18 57.     (W)     SCALED    
 GB0667* NAVD 88     -       470.937  (meters)    1545.07   (feet)  ADJUSTED  
 GB0667  ___________________________________________________________________
 GB0667  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GB0667  DYNAMIC HT  -         470.518 (meters)    1543.69  (feet)  COMP
 GB0667  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 GB0667
 GB0667  VERT ORDER  -  SECOND    CLASS 0
 GB0667
 GB0667.The horizontal coordinates were scaled from a topographic map and have
 GB0667.an estimated accuracy of +/- 6 seconds.
 GB0667
 GB0667.The orthometric height was determined by differential leveling
 GB0667.and adjusted by the National Geodetic Survey in June 1991..
 GB0667
 GB0667.The geoid height was determined by GEOID03.
 GB0667
 GB0667.The dynamic height is computed by dividing the NAVD 88
 GB0667.geopotential number by the normal gravity value computed on the
 GB0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0667.degrees latitude (g = 980.6199 gals.).
 GB0667
 GB0667.The modeled gravity was interpolated from observed gravity values.
 GB0667
 GB0667;                    North         East    Units  Estimated Accuracy
 GB0667;SPC TN       -   232,910.      751,030.      MT  (+/- 180 meters Scaled)
 GB0667
 GB0667                          SUPERSEDED SURVEY CONTROL
 GB0667
 GB0667  NGVD 29 (??/??/92)  471.036  (m)         1545.39   (f) ADJ UNCH    2 0
 GB0667
 GB0667.Superseded values are not recommended for survey control.
 GB0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0667.See file dsdata.txt to determine how the superseded data were derived.
 GB0667
 GB0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF406339(NAD 83)
 GB0667_MARKER: DB = BENCH MARK DISK
 GB0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0667_SP_SET: TUNNEL
 GB0667_STAMPING: N 201 1951 1545.391
 GB0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0667
 GB0667  HISTORY     - Date     Condition        Report By
 GB0667  HISTORY     - 1951     MONUMENTED       CGS
 GB0667  HISTORY     - 1957     GOOD             NGS
 GB0667
 GB0667                          STATION DESCRIPTION
 GB0667
 GB0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0667'0.4 MI N FROM PIONEER.
 GB0667'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GB0667'AT PIONEER, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH END
 GB0667'OF THE FIRST TUNNEL NORTH OF THE STATION AT PIONEER, 6 FEET WEST
 GB0667'OF THE WEST RAIL AND ABOUT 2 FEET ABOVE THE GROUND.
 GB0667
 GB0667                          STATION RECOVERY (1957)
 GB0667
 GB0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0668 ***********************************************************************
 GB0668  DESIGNATION -  N 202
 GB0668  PID         -  GB0668
 GB0668  STATE/COUNTY-  TN/CAMPBELL
 GB0668  USGS QUAD   -  PIONEER (1979)
 GB0668
 GB0668                         *CURRENT SURVEY CONTROL
 GB0668  ___________________________________________________________________
 GB0668* NAD 83(1986)-  36 29 47.     (N)    084 15 46.     (W)     SCALED    
 GB0668* NAVD 88     -       419.995  (meters)    1377.93   (feet)  ADJUSTED  
 GB0668  ___________________________________________________________________
 GB0668  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 GB0668  DYNAMIC HT  -         419.629 (meters)    1376.73  (feet)  COMP
 GB0668  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 GB0668
 GB0668  VERT ORDER  -  SECOND    CLASS 0
 GB0668
 GB0668.The horizontal coordinates were scaled from a topographic map and have
 GB0668.an estimated accuracy of +/- 6 seconds.
 GB0668
 GB0668.The orthometric height was determined by differential leveling
 GB0668.and adjusted by the National Geodetic Survey in June 1991..
 GB0668
 GB0668.The geoid height was determined by GEOID03.
 GB0668
 GB0668.The dynamic height is computed by dividing the NAVD 88
 GB0668.geopotential number by the normal gravity value computed on the
 GB0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0668.degrees latitude (g = 980.6199 gals.).
 GB0668
 GB0668.The modeled gravity was interpolated from observed gravity values.
 GB0668
 GB0668;                    North         East    Units  Estimated Accuracy
 GB0668;SPC TN       -   241,380.      755,640.      MT  (+/- 180 meters Scaled)
 GB0668
 GB0668                          SUPERSEDED SURVEY CONTROL
 GB0668
 GB0668  NGVD 29 (??/??/92)  420.120  (m)         1378.34   (f) ADJ UNCH    2 0
 GB0668
 GB0668.Superseded values are not recommended for survey control.
 GB0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0668.See file dsdata.txt to determine how the superseded data were derived.
 GB0668
 GB0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF451424(NAD 83)
 GB0668_MARKER: DB = BENCH MARK DISK
 GB0668_SETTING: 66 = SET IN ROCK OUTCROP
 GB0668_SP_SET: ROCK OUTCROP
 GB0668_STAMPING: N 202 1951 1378.344
 GB0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0668+STABILITY: POSITION/ELEVATION WELL
 GB0668
 GB0668  HISTORY     - Date     Condition        Report By
 GB0668  HISTORY     - 1951     MONUMENTED       CGS
 GB0668  HISTORY     - 1957     GOOD             NGS
 GB0668
 GB0668                          STATION DESCRIPTION
 GB0668
 GB0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB0668'1.4 MI NW FROM ELK VALLEY.
 GB0668'ABOUT 0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT ELK
 GB0668'VALLEY, THENCE ABOUT 0.7 MILE NORTHWEST ALONG A MOUNTAIN ROAD,
 GB0668'ABOUT 0.25 MILE SOUTHEAST OF THE JUNCTION OF A LOGGING ROAD
 GB0668'LEADING SOUTHWEST, ON THE INSIDE OF A CURVE WITH TANGENTS
 GB0668'EXTENDING NORTHWEST AND NORTHEAST AND AT A FORD ACROSS SMALL
 GB0668'STREAM, SET IN THE TOP OF THE NORTHEAST SIDE OF A LARGE
 GB0668'OVERHANGING OUTCROP OF ROCK, 54 FEET NORTH OF THE CENTER LINE
 GB0668'OF ROAD AT CENTER OF SMALL STREAM, 3 FEET SOUTHWEST OF THE
 GB0668'NORTHEAST EDGE OF ROCK AND ABOUT LEVEL WITH THE ROAD.
 GB0668
 GB0668                          STATION RECOVERY (1957)
 GB0668
 GB0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GB0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1084 ***********************************************************************
 GB1084  DESIGNATION -  N 203
 GB1084  PID         -  GB1084
 GB1084  STATE/COUNTY-  TN/FENTRESS
 GB1084  USGS QUAD   -  SHARP PLACE (1981)
 GB1084
 GB1084                         *CURRENT SURVEY CONTROL
 GB1084  ___________________________________________________________________
 GB1084* NAD 83(1986)-  36 32 21.     (N)    084 49 30.     (W)     SCALED    
 GB1084* NAVD 88     -       514.541  (meters)    1688.12   (feet)  ADJUSTED  
 GB1084  ___________________________________________________________________
 GB1084  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GB1084  DYNAMIC HT  -         514.110 (meters)    1686.71  (feet)  COMP
 GB1084  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GB1084
 GB1084  VERT ORDER  -  SECOND    CLASS 0
 GB1084
 GB1084.The horizontal coordinates were scaled from a topographic map and have
 GB1084.an estimated accuracy of +/- 6 seconds.
 GB1084
 GB1084.The orthometric height was determined by differential leveling
 GB1084.and adjusted by the National Geodetic Survey in June 1991..
 GB1084
 GB1084.The geoid height was determined by GEOID03.
 GB1084
 GB1084.The dynamic height is computed by dividing the NAVD 88
 GB1084.geopotential number by the normal gravity value computed on the
 GB1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1084.degrees latitude (g = 980.6199 gals.).
 GB1084
 GB1084.The modeled gravity was interpolated from observed gravity values.
 GB1084
 GB1084;                    North         East    Units  Estimated Accuracy
 GB1084;SPC TN       -   245,370.      705,220.      MT  (+/- 180 meters Scaled)
 GB1084
 GB1084                          SUPERSEDED SURVEY CONTROL
 GB1084
 GB1084  NGVD 29 (??/??/92)  514.672  (m)         1688.55   (f) ADJ UNCH    2 0
 GB1084
 GB1084.Superseded values are not recommended for survey control.
 GB1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1084.See file dsdata.txt to determine how the superseded data were derived.
 GB1084
 GB1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF946459(NAD 83)
 GB1084_MARKER: DB = BENCH MARK DISK
 GB1084_SETTING: 66 = SET IN ROCK OUTCROP
 GB1084_SP_SET: ROCK OUTCROP
 GB1084_STAMPING: N 203 1951 1688.553
 GB1084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1084+STABILITY: POSITION/ELEVATION WELL
 GB1084
 GB1084  HISTORY     - Date     Condition        Report By
 GB1084  HISTORY     - 1951     MONUMENTED       CGS
 GB1084  HISTORY     - 1958     GOOD             NGS
 GB1084
 GB1084                          STATION DESCRIPTION
 GB1084
 GB1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1084'7.6 MI NE FROM EAST JAMESTOWN.
 GB1084'ABOUT 6.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 GB1084'AT EAST JAMESTOWN, THENCE ABOUT 1.45 MILES NORTHWEST ALONG A
 GB1084'GRAVEL ROAD, IN THE TOP OF A LARGE PROMINENT OUTCROP OF SANDSTONE
 GB1084'ABOUT 70 BY 20 FEET, 22 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 GB1084'86 FEET SOUTH AND ACROSS ROAD FROM A TRIANGULAR BLAZED 20-INCH
 GB1084'OAK TREE, 11 FEET SOUTHEAST OF NORTHWEST END OF OUTCROP, 5
 GB1084'FEET SOUTHWEST OF NORTHEAST EDGE OF OUTCROP AND ABOUT 4 FEET
 GB1084'ABOVE ROAD.
 GB1084
 GB1084                          STATION RECOVERY (1958)
 GB1084
 GB1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GB1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1991 ***********************************************************************
 GB1991  DESIGNATION -  N 204
 GB1991  PID         -  GB1991
 GB1991  STATE/COUNTY-  TN/CLAY
 GB1991  USGS QUAD   -  CELINA (1981)
 GB1991
 GB1991                         *CURRENT SURVEY CONTROL
 GB1991  ___________________________________________________________________
 GB1991* NAD 83(1986)-  36 33 49.     (N)    085 31 19.     (W)     SCALED    
 GB1991* NAVD 88     -       167.438  (meters)     549.34   (feet)  ADJUSTED  
 GB1991  ___________________________________________________________________
 GB1991  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GB1991  DYNAMIC HT  -         167.297 (meters)     548.87  (feet)  COMP
 GB1991  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GB1991
 GB1991  VERT ORDER  -  SECOND    CLASS 0
 GB1991
 GB1991.The horizontal coordinates were scaled from a topographic map and have
 GB1991.an estimated accuracy of +/- 6 seconds.
 GB1991
 GB1991.The orthometric height was determined by differential leveling
 GB1991.and adjusted by the National Geodetic Survey in June 1991..
 GB1991
 GB1991.The geoid height was determined by GEOID03.
 GB1991
 GB1991.The dynamic height is computed by dividing the NAVD 88
 GB1991.geopotential number by the normal gravity value computed on the
 GB1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1991.degrees latitude (g = 980.6199 gals.).
 GB1991
 GB1991.The modeled gravity was interpolated from observed gravity values.
 GB1991
 GB1991;                    North         East    Units  Estimated Accuracy
 GB1991;SPC TN       -   247,560.      642,800.      MT  (+/- 180 meters Scaled)
 GB1991
 GB1991                          SUPERSEDED SURVEY CONTROL
 GB1991
 GB1991  NGVD 29 (??/??/92)  167.555  (m)          549.72   (f) ADJ UNCH    2 0
 GB1991
 GB1991.Superseded values are not recommended for survey control.
 GB1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1991.See file dsdata.txt to determine how the superseded data were derived.
 GB1991
 GB1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF322474(NAD 83)
 GB1991_MARKER: DB = BENCH MARK DISK
 GB1991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB1991_SP_SET: ABUTMENT
 GB1991_STAMPING: N 204 1951
 GB1991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB1991
 GB1991  HISTORY     - Date     Condition        Report By
 GB1991  HISTORY     - 1951     MONUMENTED       CGS
 GB1991
 GB1991                          STATION DESCRIPTION
 GB1991
 GB1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GB1991'1.3 MI NW FROM CELINA.
 GB1991'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE COURT
 GB1991'HOUSE AT CELINA, ABOUT 0.55 MILE NORTHWEST OF NORTHWEST END OF
 GB1991'A BRIDGE OVER CUMBERLAND RIVER, ABOUT 0.15 MILE SOUTHEAST OF JUNCTION
 GB1991'OF A ROAD LEADING EAST, IN THE TOP OF THE EAST END OF THE NORTH
 GB1991'ABUTMENT OF A 150-FOOT CONCRETE BRIDGE OVER PROCTOR CREEK, 12
 GB1991'FEET EAST OF CENTER LINE OF HIGHWAY, 0.6 FOOT EAST OF CONCRETE
 GB1991'BANISTER AND ABOUT LEVEL WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0182 ***********************************************************************
 FE0182  DESIGNATION -  N 21
 FE0182  PID         -  FE0182
 FE0182  STATE/COUNTY-  TN/DECATUR
 FE0182  USGS QUAD   -  BATH SPRINGS (1972)
 FE0182
 FE0182                         *CURRENT SURVEY CONTROL
 FE0182  ___________________________________________________________________
 FE0182* NAD 83(1986)-  35 23 49.     (N)    088 07 27.     (W)     SCALED    
 FE0182* NAVD 88     -       131.913  (meters)     432.78   (feet)  ADJUSTED  
 FE0182  ___________________________________________________________________
 FE0182  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE0182  DYNAMIC HT  -         131.794 (meters)     432.39  (feet)  COMP
 FE0182  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FE0182
 FE0182  VERT ORDER  -  FIRST     CLASS II
 FE0182
 FE0182.The horizontal coordinates were scaled from a topographic map and have
 FE0182.an estimated accuracy of +/- 6 seconds.
 FE0182
 FE0182.The orthometric height was determined by differential leveling
 FE0182.and adjusted by the National Geodetic Survey in June 1991..
 FE0182
 FE0182.The geoid height was determined by GEOID03.
 FE0182
 FE0182.The dynamic height is computed by dividing the NAVD 88
 FE0182.geopotential number by the normal gravity value computed on the
 FE0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0182.degrees latitude (g = 980.6199 gals.).
 FE0182
 FE0182.The modeled gravity was interpolated from observed gravity values.
 FE0182
 FE0182;                    North         East    Units  Estimated Accuracy
 FE0182;SPC TN       -   120,100.      407,050.      MT  (+/- 180 meters Scaled)
 FE0182
 FE0182                          SUPERSEDED SURVEY CONTROL
 FE0182
 FE0182  NGVD 29 (??/??/??)  131.922  (m)          432.81   (f) ADJUSTED    1 2
 FE0182
 FE0182.Superseded values are not recommended for survey control.
 FE0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0182.See file dsdata.txt to determine how the superseded data were derived.
 FE0182
 FE0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE979176(NAD 83)
 FE0182_MARKER: DB = BENCH MARK DISK
 FE0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0182_STAMPING: 433.047 N 21 1934
 FE0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0182+STABILITY: SURFACE MOTION
 FE0182
 FE0182  HISTORY     - Date     Condition        Report By
 FE0182  HISTORY     - 1934     MONUMENTED       CGS
 FE0182  HISTORY     - 1949     GOOD             CGS
 FE0182
 FE0182                          STATION DESCRIPTION
 FE0182
 FE0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0182'3.7 MI SW FROM BATH SPRINGS.
 FE0182'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 69 FROM THE PUBLIC
 FE0182'SCHOOL AND THE JUNCTION OF STATE HIGHWAY 114 AT BATH SPRINGS,
 FE0182'DECATUR COUNTY, 0.2 MILE SOUTHWEST OF THE L.O. GOODMANS GENERAL
 FE0182'STORE, IN THE FRONT YARD OF A TWO-STORY STONE MASONRY HOUSE
 FE0182'(THE RESIDENCE OF LOIS WYATT IN 1949), 99 FEET SOUTHWEST OF THE
 FE0182'NORTHWEST CORNER OF THE HOUSE, 80 FEET NORTHWEST OF THE SOUTHWEST
 FE0182'CORNER, 35 FEET NORTH OF THE CORNER OF THE YARD, 27 FEET EAST
 FE0182'OF THE CENTERLINE OF THE HIGHWAY, 17 FEET SOUTH OF THE
 FE0182'CENTERLINE OF THE SOUTH DRIVEWAY, 2 FEET NORTH OF A WHITE
 FE0182'WOODEN WITNESS POST, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 FE0182'HIGHWAY.  A STANDARD DISK, STAMPED 433.047 N 21 1934 AND SET IN
 FE0182'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1262 ***********************************************************************
 FE1262  DESIGNATION -  N 212
 FE1262  PID         -  FE1262
 FE1262  STATE/COUNTY-  TN/SHELBY
 FE1262  USGS QUAD   -  EADS (1983)
 FE1262
 FE1262                         *CURRENT SURVEY CONTROL
 FE1262  ___________________________________________________________________
 FE1262* NAD 83(1986)-  35 12 57.     (N)    089 44 52.     (W)     SCALED    
 FE1262* NAVD 88     -       126.025  (meters)     413.47   (feet)  ADJUSTED  
 FE1262  ___________________________________________________________________
 FE1262  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1262  DYNAMIC HT  -         125.912 (meters)     413.10  (feet)  COMP
 FE1262  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 FE1262
 FE1262  VERT ORDER  -  SECOND    CLASS 0
 FE1262
 FE1262.The horizontal coordinates were scaled from a topographic map and have
 FE1262.an estimated accuracy of +/- 6 seconds.
 FE1262
 FE1262.The orthometric height was determined by differential leveling
 FE1262.and adjusted by the National Geodetic Survey in June 1991..
 FE1262
 FE1262.The geoid height was determined by GEOID03.
 FE1262
 FE1262.The dynamic height is computed by dividing the NAVD 88
 FE1262.geopotential number by the normal gravity value computed on the
 FE1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1262.degrees latitude (g = 980.6199 gals.).
 FE1262
 FE1262.The modeled gravity was interpolated from observed gravity values.
 FE1262
 FE1262;                    North         East    Units  Estimated Accuracy
 FE1262;SPC TN       -   104,450.      258,850.      MT  (+/- 180 meters Scaled)
 FE1262
 FE1262                          SUPERSEDED SURVEY CONTROL
 FE1262
 FE1262  NGVD 29 (??/??/??)  126.012  (m)          413.42   (f) ADJUSTED    2 0
 FE1262
 FE1262.Superseded values are not recommended for survey control.
 FE1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1262.See file dsdata.txt to determine how the superseded data were derived.
 FE1262
 FE1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE498004(NAD 83)
 FE1262_MARKER: DB = BENCH MARK DISK
 FE1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1262_STAMPING: N 212 1958
 FE1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1262+STABILITY: SURFACE MOTION
 FE1262
 FE1262  HISTORY     - Date     Condition        Report By
 FE1262  HISTORY     - 1958     MONUMENTED       CGS
 FE1262  HISTORY     - 19920115 MARK NOT FOUND   NGS
 FE1262
 FE1262                          STATION DESCRIPTION
 FE1262
 FE1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FE1262'8.4 MI ENE FROM BARTLETT.
 FE1262'1.9 MILES EAST ALONG STAGE RD. FROM THE L. AND N. RR CROSSING AT
 FE1262'BARTLETT, 3.7 MILES EAST ALONG STAGE 64, THENCE 1.4 MILES NORTH ALONG
 FE1262'BRUNSWICK RD., THENCE 1.4 MILES EAST ALONG THE DAVIS PLANTATION
 FE1262'RD., 147 FT. SOUTHEAST OF THE CENTER LINE OF INTERSTATE HIGHWAY,
 FE1262'63 FT. EAST OF THE CENTER LINE OF A CATTLE GUARD, 13.7 FT.
 FE1262'NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, SET AT THE SOUTH
 FE1262'EDGE OF A WOODED AREA, 2.5 FT. SOUTHEAST OF A WHITE WOODEN WITNESS
 FE1262'POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 3
 FE1262'INCHES, ABOUT LEVEL WITH THE ROAD.
 FE1262
 FE1262                          STATION RECOVERY (1992)
 FE1262
 FE1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FE1262'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1091 ***********************************************************************
 FE1091  DESIGNATION -  N 213
 FE1091  PID         -  FE1091
 FE1091  STATE/COUNTY-  TN/HAYWOOD
 FE1091  USGS QUAD   -  STANTON (1983)
 FE1091
 FE1091                         *CURRENT SURVEY CONTROL
 FE1091  ___________________________________________________________________
 FE1091* NAD 83(1986)-  35 24 12.     (N)    089 24 40.     (W)     SCALED    
 FE1091* NAVD 88     -       103.965  (meters)     341.09   (feet)  ADJUSTED  
 FE1091  ___________________________________________________________________
 FE1091  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 FE1091  DYNAMIC HT  -         103.873 (meters)     340.79  (feet)  COMP
 FE1091  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 FE1091
 FE1091  VERT ORDER  -  SECOND    CLASS 0
 FE1091
 FE1091.The horizontal coordinates were scaled from a topographic map and have
 FE1091.an estimated accuracy of +/- 6 seconds.
 FE1091
 FE1091.The orthometric height was determined by differential leveling
 FE1091.and adjusted by the National Geodetic Survey in June 1991..
 FE1091
 FE1091.The geoid height was determined by GEOID03.
 FE1091
 FE1091.The dynamic height is computed by dividing the NAVD 88
 FE1091.geopotential number by the normal gravity value computed on the
 FE1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1091.degrees latitude (g = 980.6199 gals.).
 FE1091
 FE1091.The modeled gravity was interpolated from observed gravity values.
 FE1091
 FE1091;                    North         East    Units  Estimated Accuracy
 FE1091;SPC TN       -   124,120.      290,210.      MT  (+/- 180 meters Scaled)
 FE1091
 FE1091                          SUPERSEDED SURVEY CONTROL
 FE1091
 FE1091  NGVD 29 (??/??/??)  103.956  (m)          341.06   (f) ADJUSTED    2 0
 FE1091
 FE1091.Superseded values are not recommended for survey control.
 FE1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1091.See file dsdata.txt to determine how the superseded data were derived.
 FE1091
 FE1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE810204(NAD 83)
 FE1091_MARKER: DB = BENCH MARK DISK
 FE1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1091_STAMPING: N 213 1959
 FE1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1091+STABILITY: SURFACE MOTION
 FE1091
 FE1091  HISTORY     - Date     Condition        Report By
 FE1091  HISTORY     - 1959     MONUMENTED       CGS
 FE1091  HISTORY     - 20020927 MARK NOT FOUND   USACE
 FE1091
 FE1091                          STATION DESCRIPTION
 FE1091
 FE1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE1091'13.8 MI ESE FROM BRADEN.
 FE1091'3.9 MILES SOUTHEAST ALONG HIGHWAY 59 FROM THE L. AND N. RR
 FE1091'CROSSING AT BRADEN, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD,
 FE1091'THENCE 1.4 MILES EAST AND NORTH ALONG A DIRT ROAD, THENCE 1
 FE1091'MILE ACROSS COUNTRY, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 FE1091'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH,
 FE1091'THENCE 3.1 MILES EAST ALONG GRAVEL ROAD, THENCE 1.45 MILES
 FE1091'NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST, AND 0.65 MILE
 FE1091'NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES EAST, THENCE 0.6
 FE1091'MILE NORTH ALONG A GRAVEL ROAD, 40 FT. SOUTHWEST OF THE CENTER
 FE1091'LINE OF A T JUNCTION, 41 FT. SOUTH OF A FENCE, 21 FT. WEST OF THE
 FE1091'CENTER LINE OF A GRAVEL ROAD, 2 FT. SOUTHWEST OF A WITNESS
 FE1091'POST, A C AND GS DISK SET IN TOP OF A CONCRETE POST PROJECTING
 FE1091'3 INCHES, AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
 FE1091
 FE1091                          STATION RECOVERY (2002)
 FE1091
 FE1091'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0598 ***********************************************************************
 FE0598  DESIGNATION -  N 215
 FE0598  PID         -  FE0598
 FE0598  STATE/COUNTY-  TN/MADISON
 FE0598  USGS QUAD   -  ADAIR (1979)
 FE0598
 FE0598                         *CURRENT SURVEY CONTROL
 FE0598  ___________________________________________________________________
 FE0598* NAD 83(1986)-  35 37 33.     (N)    088 58 16.     (W)     SCALED    
 FE0598* NAVD 88     -       121.948  (meters)     400.09   (feet)  ADJUSTED  
 FE0598  ___________________________________________________________________
 FE0598  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0598  DYNAMIC HT  -         121.839 (meters)     399.73  (feet)  COMP
 FE0598  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 FE0598
 FE0598  VERT ORDER  -  SECOND    CLASS 0
 FE0598
 FE0598.The horizontal coordinates were scaled from a topographic map and have
 FE0598.an estimated accuracy of +/- 6 seconds.
 FE0598
 FE0598.The orthometric height was determined by differential leveling
 FE0598.and adjusted by the National Geodetic Survey in June 1991..
 FE0598
 FE0598.The geoid height was determined by GEOID03.
 FE0598
 FE0598.The dynamic height is computed by dividing the NAVD 88
 FE0598.geopotential number by the normal gravity value computed on the
 FE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0598.degrees latitude (g = 980.6199 gals.).
 FE0598
 FE0598.The modeled gravity was interpolated from observed gravity values.
 FE0598
 FE0598;                    North         East    Units  Estimated Accuracy
 FE0598;SPC TN       -   147,490.      330,910.      MT  (+/- 180 meters Scaled)
 FE0598
 FE0598                          SUPERSEDED SURVEY CONTROL
 FE0598
 FE0598  NGVD 29 (??/??/??)  121.974  (m)          400.18   (f) ADJUSTED    2 0
 FE0598
 FE0598.Superseded values are not recommended for survey control.
 FE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0598.See file dsdata.txt to determine how the superseded data were derived.
 FE0598
 FE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE215442(NAD 83)
 FE0598_MARKER: DB = BENCH MARK DISK
 FE0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0598_STAMPING: N 215 1959
 FE0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0598+STABILITY: SURFACE MOTION
 FE0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE0598+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 FE0598
 FE0598  HISTORY     - Date     Condition        Report By
 FE0598  HISTORY     - 1959     MONUMENTED       CGS
 FE0598  HISTORY     - 20020910 GOOD             USACE
 FE0598
 FE0598                          STATION DESCRIPTION
 FE0598
 FE0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0598'17 MI ENE FROM BROWNSVILLE.
 FE0598'9.7 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE COURTHOUSE IN
 FE0598'BROWNSVILLE, THENCE 7.3 MILES NORTHEAST ON INTERSTATE HIGHWAY 40,
 FE0598'0.65 MILE NORTHEAST OF TRAVERSE STATION CUB.  THE MARK IS 107
 FE0598'FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE EAST BOUND TRAFFIC
 FE0598'LANE AND 1.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, IT IS 2.1 FEET
 FE0598'WEST OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD,
 FE0598'AND IS SET IN THE TOP OF A CONCRETE POST, WHICH PROJECTS ABOUT
 FE0598'2 INCHES.
 FE0598
 FE0598                          STATION RECOVERY (2002)
 FE0598
 FE0598'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0151 ***********************************************************************
 FE0151  DESIGNATION -  N 216
 FE0151  PID         -  FE0151
 FE0151  STATE/COUNTY-  TN/HENDERSON
 FE0151  USGS QUAD   -  CLARKSBURG (1986)
 FE0151
 FE0151                         *CURRENT SURVEY CONTROL
 FE0151  ___________________________________________________________________
 FE0151* NAD 83(1986)-  35 45 46.     (N)    088 28 15.     (W)     SCALED    
 FE0151* NAVD 88     -       158.444  (meters)     519.83   (feet)  ADJUSTED  
 FE0151  ___________________________________________________________________
 FE0151  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0151  DYNAMIC HT  -         158.303 (meters)     519.37  (feet)  COMP
 FE0151  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 FE0151
 FE0151  VERT ORDER  -  SECOND    CLASS 0
 FE0151
 FE0151.The horizontal coordinates were scaled from a topographic map and have
 FE0151.an estimated accuracy of +/- 6 seconds.
 FE0151
 FE0151.The orthometric height was determined by differential leveling
 FE0151.and adjusted by the National Geodetic Survey in June 1991..
 FE0151
 FE0151.The geoid height was determined by GEOID03.
 FE0151
 FE0151.The dynamic height is computed by dividing the NAVD 88
 FE0151.geopotential number by the normal gravity value computed on the
 FE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0151.degrees latitude (g = 980.6199 gals.).
 FE0151
 FE0151.The modeled gravity was interpolated from observed gravity values.
 FE0151
 FE0151;                    North         East    Units  Estimated Accuracy
 FE0151;SPC TN       -   161,420.      376,590.      MT  (+/- 180 meters Scaled)
 FE0151
 FE0151                          SUPERSEDED SURVEY CONTROL
 FE0151
 FE0151  NGVD 29 (??/??/??)  158.468  (m)          519.91   (f) ADJUSTED    2 0
 FE0151
 FE0151.Superseded values are not recommended for survey control.
 FE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0151.See file dsdata.txt to determine how the superseded data were derived.
 FE0151
 FE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE670586(NAD 83)
 FE0151_MARKER: DB = BENCH MARK DISK
 FE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0151_STAMPING: N 216 1959
 FE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0151+STABILITY: SURFACE MOTION
 FE0151
 FE0151  HISTORY     - Date     Condition        Report By
 FE0151  HISTORY     - 1959     MONUMENTED       CGS
 FE0151  HISTORY     - 1972     GOOD             TVA
 FE0151
 FE0151                          STATION DESCRIPTION
 FE0151
 FE0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0151'13.7 MI SW FROM YUMA.
 FE0151'3.8 MILES SOUTH ALONG THE NASHVILLE CHATTANOOGA AND ST LOUIS
 FE0151'RAILROAD FROM THE STATION IN YUMA, THENCE 1.85 MILES WEST AND
 FE0151'SOUTH ON A GRAVELED AND ASPHALT ROAD, THENCE 3.25 MILES WEST
 FE0151'ON AN ASPHALT ROAD, THENCE 2.1 MILES SOUTH ON AN ASPHALT ROAD TO A
 FE0151'DRIVEWAY ON THE RIGHT, THENCE CROSS COUNTRY FOR 0.3 MILES
 FE0151'SOUTHWEST TO A TRACK ROAD, THENCE 0.4 MILE SOUTH ALONG A TRACK
 FE0151'ROAD, THENCE 0.7 MILES WEST ALONG A GRAVELED ROAD.  IT IS 30
 FE0151'FEET NORTH-NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 47 FEET
 FE0151'WEST OF THE CENTER OF THE ENTRANCE TO A FIELD ROAD, 27 FEET
 FE0151'SOUTHEAST OF A 30-INCH OAK TREE, 2.8 FEET NORTH-NORTHWEST OF A
 FE0151'WITNESS SIGN.  THE MARK IS SET IN THE TOP OF A CONCRETE POST WHICH
 FE0151'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS SET IN
 FE0151'A SHARP CURVE IN THE ROAD.  TO REACH STATION BEAVER 1959 FROM THIS
 FE0151'MARK GO EAST FOR 0.7 MILES ON A GRAVELED ROAD THENCE NORTH FOR 0.4
 FE0151'ALONG A TRACK ROAD, THENCE CROSS COUNTRY FOR 0.1 MILE NORTHEAST.
 FE0151'NOTE-- 4.8 MI W OF I-40-HWY 22 INTERCHANGE, 0.12 MI S OF I-40
 FE0151'REST AREA, 1.25 MI W-NW OF UNION CROSS, 32 FT NS O W OF T
 FE0151'DRIVE SE INTERCHANGE.  8.7 N 70 W OF CORNER FENCE POST.
 FE0151
 FE0151                          STATION RECOVERY (1972)
 FE0151
 FE0151'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 FE0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1165 ***********************************************************************
 FD1165  DESIGNATION -  N 218
 FD1165  PID         -  FD1165
 FD1165  STATE/COUNTY-  TN/HICKMAN
 FD1165  USGS QUAD   -  SPOT (1942)
 FD1165
 FD1165                         *CURRENT SURVEY CONTROL
 FD1165  ___________________________________________________________________
 FD1165* NAD 83(1986)-  35 55 01.     (N)    087 36 27.     (W)     SCALED    
 FD1165* NAVD 88     -       164.628  (meters)     540.12   (feet)  ADJUSTED  
 FD1165  ___________________________________________________________________
 FD1165  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD1165  DYNAMIC HT  -         164.483 (meters)     539.64  (feet)  COMP
 FD1165  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 FD1165
 FD1165  VERT ORDER  -  SECOND    CLASS 0
 FD1165
 FD1165.The horizontal coordinates were scaled from a topographic map and have
 FD1165.an estimated accuracy of +/- 6 seconds.
 FD1165
 FD1165.The orthometric height was determined by differential leveling
 FD1165.and adjusted by the National Geodetic Survey in June 1991..
 FD1165
 FD1165.The geoid height was determined by GEOID03.
 FD1165
 FD1165.The dynamic height is computed by dividing the NAVD 88
 FD1165.geopotential number by the normal gravity value computed on the
 FD1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1165.degrees latitude (g = 980.6199 gals.).
 FD1165
 FD1165.The modeled gravity was interpolated from observed gravity values.
 FD1165
 FD1165;                    North         East    Units  Estimated Accuracy
 FD1165;SPC TN       -   176,890.      454,920.      MT  (+/- 180 meters Scaled)
 FD1165
 FD1165                          SUPERSEDED SURVEY CONTROL
 FD1165
 FD1165  NGVD 29 (??/??/92)  164.644  (m)          540.17   (f) ADJ UNCH    2 0
 FD1165
 FD1165.Superseded values are not recommended for survey control.
 FD1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1165.See file dsdata.txt to determine how the superseded data were derived.
 FD1165
 FD1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE451749(NAD 83)
 FD1165_MARKER: DB = BENCH MARK DISK
 FD1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1165_STAMPING: N 218 1959
 FD1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1165+STABILITY: SURFACE MOTION
 FD1165
 FD1165  HISTORY     - Date     Condition        Report By
 FD1165  HISTORY     - 1959     MONUMENTED       CGS
 FD1165
 FD1165                          STATION DESCRIPTION
 FD1165
 FD1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FD1165'8.8 MI NE FROM ONLY.
 FD1165'FROM THE MT. ZION CHURCH IN ONLY, LOCATED ON STATE HIGHWAY 6173,
 FD1165'GO 0.9 MILE NORTHEAST ON STATE HIGHWAY 6173, THENCE 1.4 MILES
 FD1165'NORTHWEST ON A GRAVELED ROAD, THENCE 2.65 MILES EAST ON A GRAVELED
 FD1165'ROAD, THENCE 0.8 MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE
 FD1165'2.6 MILES NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THENCE 0.55
 FD1165'MILE WEST AND NORTH ON A GRAVELED ROAD TO A SHARP CURVE AND THE
 FD1165'MARK, 23 FT. EAST OF THE CENTER OF THE GRAVELED ROAD, 1 FT. WEST
 FD1165'OF A FENCE, 2.6 FT. EAST OF A WITNESS SIGN, THE MARK IS SET ON THE
 FD1165'INSIDE OF A SHARP CURVE ABOUT 0.1 MILE NORTH OF A LARGE HOUSE WITH
 FD1165'A TIN ROOF, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 4
 FD1165'INCHES, AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1166 ***********************************************************************
 FD1166  DESIGNATION -  N 218 RESET
 FD1166  PID         -  FD1166
 FD1166  STATE/COUNTY-  TN/HICKMAN
 FD1166  USGS QUAD   -  SPOT (1942)
 FD1166
 FD1166                         *CURRENT SURVEY CONTROL
 FD1166  ___________________________________________________________________
 FD1166* NAD 83(1986)-  35 55 01.     (N)    087 36 27.     (W)     SCALED    
 FD1166* NAVD 88     -       166.30   (+/-2cm)     545.6    (feet)  VERTCON   
 FD1166  ___________________________________________________________________
 FD1166  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FD1166
 FD1166  VERT ORDER  -  THIRD (See Below)
 FD1166
 FD1166.The horizontal coordinates were scaled from a topographic map and have
 FD1166.an estimated accuracy of +/- 6 seconds.
 FD1166
 FD1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1166.The vertical order pertains to the NGVD 29 superseded value.
 FD1166
 FD1166.The geoid height was determined by GEOID03.
 FD1166
 FD1166;                    North         East    Units  Estimated Accuracy
 FD1166;SPC TN       -   176,890.      454,920.      MT  (+/- 180 meters Scaled)
 FD1166
 FD1166                          SUPERSEDED SURVEY CONTROL
 FD1166
 FD1166  NGVD 29 (??/??/??)  166.32   (m)          545.7    (f) RESET       3  
 FD1166
 FD1166.Superseded values are not recommended for survey control.
 FD1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1166.See file dsdata.txt to determine how the superseded data were derived.
 FD1166
 FD1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE451749(NAD 83)
 FD1166_MARKER: DB = BENCH MARK DISK
 FD1166_SETTING: 0 = UNSPECIFIED SETTING
 FD1166_STAMPING: N 218 1959 RESET 1963
 FD1166_MARK LOGO: TNHD  
 FD1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FD1166
 FD1166  HISTORY     - Date     Condition        Report By
 FD1166  HISTORY     - 1963     MONUMENTED       TNHD
 FD1166
 FD1166                          STATION DESCRIPTION
 FD1166
 FD1166'DESCRIBED BY TN HIGHWAY DEPT 1963
 FD1166'8.9 MI NE FROM ONLY.
 FD1166'THIS MARK CAN BE REACHED FROM THE MT. ZION CHURCH IN ONLY,
 FD1166'LOCATED ON STATE HIGHWAY 6173, BY GOING 0.9 MILE NORTHEAST ON
 FD1166'STATE HIGHWAY 6173, THENCE 1.4 MILES NORTHWEST ON A GRAVELED
 FD1166'ROAD, THENCE 2.65 MILES EAST ON A GRAVELED ROAD, THENCE 0.8
 FD1166'MILE SOUTH AND EAST ON A GRAVELED ROAD, THENCE 2.6 MILES NORTHEAST
 FD1166'ON A GRAVELED ROAD TO A Y JUNCTION, THENCE 0.55 MILE WEST AND
 FD1166'NORTH ON A GRAVELED ROAD TO A SHARP CURVE AND THE MARK, 21 FEET
 FD1166'NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 18 FEET
 FD1166'NORTH OF A TRIPLE TRUNKED CEDAR TREE, 8 FEET SOUTH OF AN 8-INCH
 FD1166'PINE TREE, 5 FEET WEST OF A WIRE FENCE AND 2.5 FEET EAST OF A
 FD1166'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1464 ***********************************************************************
 GC1464  DESIGNATION -  N 219
 GC1464  PID         -  GC1464
 GC1464  STATE/COUNTY-  TN/DICKSON
 GC1464  USGS QUAD   -  WHITE BLUFF (1983)
 GC1464
 GC1464                         *CURRENT SURVEY CONTROL
 GC1464  ___________________________________________________________________
 GC1464* NAD 83(1986)-  36 00 54.     (N)    087 13 43.     (W)     SCALED    
 GC1464* NAVD 88     -       226.079  (meters)     741.73   (feet)  ADJUSTED  
 GC1464  ___________________________________________________________________
 GC1464  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1464  DYNAMIC HT  -         225.883 (meters)     741.08  (feet)  COMP
 GC1464  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 GC1464
 GC1464  VERT ORDER  -  SECOND    CLASS 0
 GC1464
 GC1464.The horizontal coordinates were scaled from a topographic map and have
 GC1464.an estimated accuracy of +/- 6 seconds.
 GC1464
 GC1464.The orthometric height was determined by differential leveling
 GC1464.and adjusted by the National Geodetic Survey in June 1991..
 GC1464
 GC1464.The geoid height was determined by GEOID03.
 GC1464
 GC1464.The dynamic height is computed by dividing the NAVD 88
 GC1464.geopotential number by the normal gravity value computed on the
 GC1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1464.degrees latitude (g = 980.6199 gals.).
 GC1464
 GC1464.The modeled gravity was interpolated from observed gravity values.
 GC1464
 GC1464;                    North         East    Units  Estimated Accuracy
 GC1464;SPC TN       -   187,280.      489,250.      MT  (+/- 180 meters Scaled)
 GC1464
 GC1464                          SUPERSEDED SURVEY CONTROL
 GC1464
 GC1464  NGVD 29 (??/??/92)  226.081  (m)          741.73   (f) ADJ UNCH    2 0
 GC1464
 GC1464.Superseded values are not recommended for survey control.
 GC1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1464.See file dsdata.txt to determine how the superseded data were derived.
 GC1464
 GC1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE794856(NAD 83)
 GC1464_MARKER: DB = BENCH MARK DISK
 GC1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1464_STAMPING: N 219 1959
 GC1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1464+STABILITY: SURFACE MOTION
 GC1464
 GC1464  HISTORY     - Date     Condition        Report By
 GC1464  HISTORY     - 1959     MONUMENTED       CGS
 GC1464
 GC1464                          STATION DESCRIPTION
 GC1464
 GC1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1464'9.2 MI E FROM TIDWELL.
 GC1464'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1464'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1464'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1464'ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES NORTHEAST ON A
 GC1464'GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ON STATE HIGHWAY 96,
 GC1464'THENCE 1.0 MILE NORTHEAST ON A GRAVELED ROAD TO A Y JUNCTION,
 GC1464'61 FT. NORTH OF THE CENTER OF THE Y JUNCTION, 44 FT. SOUTH OF
 GC1464'THE SOUTHEAST CORNER OF A WOOD SHED, 33 FT. WEST OF THE CENTER OF
 GC1464'THE GRAVELED ROAD, 2.4 FT. EAST OF A TELEPHONE POLE, 2 FT.
 GC1464'WEST OF A WITNESS SIGN, A DISK SET IN TOP OF A CONCRETE POST
 GC1464'PROJECTING 4 INCHES, AND ABOUT 3 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1061 ***********************************************************************
 GC1061  DESIGNATION -  N 220
 GC1061  PID         -  GC1061
 GC1061  STATE/COUNTY-  TN/SUMNER
 GC1061  USGS QUAD   -  FRANKLIN (1994)
 GC1061
 GC1061                         *CURRENT SURVEY CONTROL
 GC1061  ___________________________________________________________________
 GC1061* NAD 83(1986)-  36 37 57.     (N)    086 34 24.     (W)     SCALED    
 GC1061* NAVD 88     -       224.290  (meters)     735.86   (feet)  ADJUSTED  
 GC1061  ___________________________________________________________________
 GC1061  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 GC1061  DYNAMIC HT  -         224.102 (meters)     735.24  (feet)  COMP
 GC1061  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GC1061
 GC1061  VERT ORDER  -  SECOND    CLASS 0
 GC1061
 GC1061.The horizontal coordinates were scaled from a topographic map and have
 GC1061.an estimated accuracy of +/- 6 seconds.
 GC1061
 GC1061.The orthometric height was determined by differential leveling
 GC1061.and adjusted by the National Geodetic Survey in June 1991..
 GC1061
 GC1061.The geoid height was determined by GEOID03.
 GC1061
 GC1061.The dynamic height is computed by dividing the NAVD 88
 GC1061.geopotential number by the normal gravity value computed on the
 GC1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1061.degrees latitude (g = 980.6199 gals.).
 GC1061
 GC1061.The modeled gravity was interpolated from observed gravity values.
 GC1061
 GC1061;                    North         East    Units  Estimated Accuracy
 GC1061;SPC TN       -   255,250.      548,720.      MT  (+/- 180 meters Scaled)
 GC1061
 GC1061                          SUPERSEDED SURVEY CONTROL
 GC1061
 GC1061  NGVD 29 (??/??/92)  224.371  (m)          736.12   (f) ADJ UNCH    2 0
 GC1061
 GC1061.Superseded values are not recommended for survey control.
 GC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1061.See file dsdata.txt to determine how the superseded data were derived.
 GC1061
 GC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF381541(NAD 83)
 GC1061_MARKER: DB = BENCH MARK DISK
 GC1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1061_STAMPING: N 220 1959
 GC1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1061+STABILITY: SURFACE MOTION
 GC1061
 GC1061  HISTORY     - Date     Condition        Report By
 GC1061  HISTORY     - 1959     MONUMENTED       CGS
 GC1061  HISTORY     - 1964     GOOD             PAS
 GC1061
 GC1061                          STATION DESCRIPTION
 GC1061
 GC1061'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1964
 GC1061'2.6 MI W FROM MITCHELLVILLE.
 GC1061'FROM THE INTERSECTION OF THE PAVED ROAD AND THE LOUISVILLE AND
 GC1061'NASHVILLE RAILROAD IN MITCHELLVILLE, GO WEST ON THE PAVED ROAD
 GC1061'FOR 1.3 MILES, THENCE 0.85 MILE WEST AND NORTH ON A GRAVELED
 GC1061'ROAD, THENCE 0.45 MILE SOUTH ON THE INTERSTATE HIGHWAY, 97 FEET
 GC1061'WEST OF THE SOUTHWEST CORNER OF A HOUSE, 22 FEET WEST OF THE
 GC1061'CENTER OF A GRAVELED ROAD, 13 FEET NORTHWEST OF A 48 INCH OAK
 GC1061'TREE, 2 FEET WEST OF A WITNESS SIGN, AND 1 FOOT EAST OF A FENCE.
 GC1061'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 GC1061'AND ABOUT LEVEL WITH THE GRAVELED ROAD.  MARK IS STAMPED N 220
 GC1061'1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0521 ***********************************************************************
 GC0521  DESIGNATION -  N 221 RESET
 GC0521  PID         -  GC0521
 GC0521  STATE/COUNTY-  TN/SUMNER
 GC0521  USGS QUAD   -  GOODLETTSVILLE (1983)
 GC0521
 GC0521                         *CURRENT SURVEY CONTROL
 GC0521  ___________________________________________________________________
 GC0521* NAD 83(1986)-  36 20 58.     (N)    086 42 56.     (W)     SCALED    
 GC0521* NAVD 88     -       141.43   (+/-2cm)     464.0    (feet)  VERTCON   
 GC0521  ___________________________________________________________________
 GC0521  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 GC0521
 GC0521  VERT ORDER  -  THIRD (See Below)
 GC0521
 GC0521.The horizontal coordinates were scaled from a topographic map and have
 GC0521.an estimated accuracy of +/- 6 seconds.
 GC0521
 GC0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC0521.The vertical order pertains to the NGVD 29 superseded value.
 GC0521
 GC0521.The geoid height was determined by GEOID03.
 GC0521
 GC0521;                    North         East    Units  Estimated Accuracy
 GC0521;SPC TN       -   223,920.      535,770.      MT  (+/- 180 meters Scaled)
 GC0521
 GC0521                          SUPERSEDED SURVEY CONTROL
 GC0521
 GC0521  NGVD 29 (??/??/??)  141.48   (m)          464.2    (f) RESET       3  
 GC0521
 GC0521.Superseded values are not recommended for survey control.
 GC0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0521.See file dsdata.txt to determine how the superseded data were derived.
 GC0521
 GC0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF255227(NAD 83)
 GC0521_MARKER: DB = BENCH MARK DISK
 GC0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0521_STAMPING: N 221 RESET 1968
 GC0521_MARK LOGO: CGS   
 GC0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0521+STABILITY: SURFACE MOTION
 GC0521
 GC0521  HISTORY     - Date     Condition        Report By
 GC0521  HISTORY     - 1968     MONUMENTED       CGS
 GC0521
 GC0521                          STATION DESCRIPTION
 GC0521
 GC0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GC0521'1.4 MI S FROM MILLERSVILLE.
 GC0521'TO REACH THE MARK FROM THE MILLERSVILLE SCHOOL IN MILLERSVILLE,
 GC0521'GO SOUTHERLY ON U.S. HIGHWAY 31W FOR 1.4 MILES TO THE MARK ON
 GC0521'THE RIGHT AS DESCRIBED.  THE MARK IS 77 FEET WEST OF THE
 GC0521'APPROXIMATE CENTER OF U.S. HIGHWAY 31W, 73 FEET EAST OF THE
 GC0521'NORTHEAST CORNER OF A WHITE FRAME HOUSE, 72 FEET NORTH OF THE
 GC0521'APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 24 FEET SOUTH OF
 GC0521'THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 2 FEET SOUTH OF
 GC0521'GUYE UTILITY POLE NO. 21, 1.5 FEET NORTH OF A CONCRETE
 GC0521'RIGHT-OF-WAY MARKER POST, AND 0.9 OF A FOOT EAST OF A METAL
 GC0521'WITNESS POST AND SIGN.  IT IS A STANDARD BENCH MARK DISK SET
 GC0521'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GC0521'ABOUT 4 INCHES AND THE DISK IS STAMPED N 221 RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0652 ***********************************************************************
 GC0652  DESIGNATION -  N 222
 GC0652  PID         -  GC0652
 GC0652  STATE/COUNTY-  TN/DAVIDSON
 GC0652  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0652
 GC0652                         *CURRENT SURVEY CONTROL
 GC0652  ___________________________________________________________________
 GC0652* NAD 83(1986)-  36 08 03.     (N)    086 46 31.     (W)     SCALED    
 GC0652* NAVD 88     -       152.294  (meters)     499.65   (feet)  ADJUSTED  
 GC0652  ___________________________________________________________________
 GC0652  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC0652  DYNAMIC HT  -         152.163 (meters)     499.22  (feet)  COMP
 GC0652  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 GC0652
 GC0652  VERT ORDER  -  SECOND    CLASS 0
 GC0652
 GC0652.The horizontal coordinates were scaled from a topographic map and have
 GC0652.an estimated accuracy of +/- 6 seconds.
 GC0652
 GC0652.The orthometric height was determined by differential leveling
 GC0652.and adjusted by the National Geodetic Survey in June 1991..
 GC0652
 GC0652.The geoid height was determined by GEOID03.
 GC0652
 GC0652.The dynamic height is computed by dividing the NAVD 88
 GC0652.geopotential number by the normal gravity value computed on the
 GC0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0652.degrees latitude (g = 980.6199 gals.).
 GC0652
 GC0652.The modeled gravity was interpolated from observed gravity values.
 GC0652
 GC0652;                    North         East    Units  Estimated Accuracy
 GC0652;SPC TN       -   200,080.      530,220.      MT  (+/- 180 meters Scaled)
 GC0652
 GC0652                          SUPERSEDED SURVEY CONTROL
 GC0652
 GC0652  NGVD 29 (??/??/92)  152.315  (m)          499.72   (f) ADJ UNCH    2 0
 GC0652
 GC0652.Superseded values are not recommended for survey control.
 GC0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0652.See file dsdata.txt to determine how the superseded data were derived.
 GC0652
 GC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE202988(NAD 83)
 GC0652_MARKER: DB = BENCH MARK DISK
 GC0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0652_STAMPING: N 222 1960
 GC0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0652+STABILITY: SURFACE MOTION
 GC0652
 GC0652  HISTORY     - Date     Condition        Report By
 GC0652  HISTORY     - 1960     MONUMENTED       CGS
 GC0652
 GC0652                          STATION DESCRIPTION
 GC0652
 GC0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0652'AT NASHVILLE.
 GC0652'THIS BENCH MARK IS SET IN THE EAST CORNER OF THE INTERSECTION
 GC0652'OF RIDLEY BLVD. AND WEDGEWOOD AVE, 27 FT. SOUTHEAST OF THE
 GC0652'CENTER OF RIDLEY BLVD., 23 FT. NORTHEAST OF THE WEDGEWOOD
 GC0652'AVE., 5 FT. SOUTHWEST OF A POWER LINE POLE, AND 1.8 FT. NORTHWEST
 GC0652'OF A WITNESS SIGN, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 GC0652'THE GROUND AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0567 ***********************************************************************
 FD0567  DESIGNATION -  N 223
 FD0567  PID         -  FD0567
 FD0567  STATE/COUNTY-  TN/WILLIAMSON
 FD0567  USGS QUAD   -  RALLY HILL (1981)
 FD0567
 FD0567                         *CURRENT SURVEY CONTROL
 FD0567  ___________________________________________________________________
 FD0567* NAD 83(1986)-  35 44 28.     (N)    086 52 22.     (W)     SCALED    
 FD0567* NAVD 88     -       216.055  (meters)     708.84   (feet)  ADJUSTED  
 FD0567  ___________________________________________________________________
 FD0567  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FD0567  DYNAMIC HT  -         215.864 (meters)     708.21  (feet)  COMP
 FD0567  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 FD0567
 FD0567  VERT ORDER  -  SECOND    CLASS 0
 FD0567
 FD0567.The horizontal coordinates were scaled from a topographic map and have
 FD0567.an estimated accuracy of +/- 6 seconds.
 FD0567
 FD0567.The orthometric height was determined by differential leveling
 FD0567.and adjusted by the National Geodetic Survey in June 1991..
 FD0567
 FD0567.The geoid height was determined by GEOID03.
 FD0567
 FD0567.The dynamic height is computed by dividing the NAVD 88
 FD0567.geopotential number by the normal gravity value computed on the
 FD0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0567.degrees latitude (g = 980.6199 gals.).
 FD0567
 FD0567.The modeled gravity was interpolated from observed gravity values.
 FD0567
 FD0567;                    North         East    Units  Estimated Accuracy
 FD0567;SPC TN       -   156,540.      521,060.      MT  (+/- 180 meters Scaled)
 FD0567
 FD0567                          SUPERSEDED SURVEY CONTROL
 FD0567
 FD0567  NGVD 29 (??/??/92)  216.028  (m)          708.75   (f) ADJ UNCH    2 0
 FD0567
 FD0567.Superseded values are not recommended for survey control.
 FD0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0567.See file dsdata.txt to determine how the superseded data were derived.
 FD0567
 FD0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE115552(NAD 83)
 FD0567_MARKER: DB = BENCH MARK DISK
 FD0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0567_STAMPING: N 223 1960
 FD0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0567+STABILITY: SURFACE MOTION
 FD0567
 FD0567  HISTORY     - Date     Condition        Report By
 FD0567  HISTORY     - 1960     MONUMENTED       CGS
 FD0567
 FD0567                          STATION DESCRIPTION
 FD0567
 FD0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0567'4.3 MI SE FROM SPRING HILL.
 FD0567'FROM THE L. AND N. RAILROAD STATION IN SPRING HILL, GO SOUTHEAST
 FD0567'ON DEPOT RD. FOR 0.9 MILE, THEN 0.2 MILE NORTH ON U.S. HIGHWAY
 FD0567'31, THEN 3.6 MILES EAST ON DUPLEX ROAD, THEN 0.7 MILE SOUTH ON
 FD0567'INTERSTATE HIGHWAY 65 TO THE INTERSECTION OF A TRACK ROAD.
 FD0567'THE BENCH MARK IS ABOUT 225 FT. SOUTH OF THE CENTER OF INTERSTATE
 FD0567'HIGHWAY 65, 115 FT. WEST OF THE NORTHWEST CORNER OF A BARN, 3
 FD0567'FT. NORTH OF A POWER LINE POLE AND 1.5 FT. NORTH OF A WITNESS
 FD0567'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0567'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0362 ***********************************************************************
 FD0362  DESIGNATION -  N 224
 FD0362  PID         -  FD0362
 FD0362  STATE/COUNTY-  TN/MAURY
 FD0362  USGS QUAD   -  CAMPBELLS STATION (1981)
 FD0362
 FD0362                         *CURRENT SURVEY CONTROL
 FD0362  ___________________________________________________________________
 FD0362* NAD 83(1986)-  35 29 52.     (N)    086 53 29.     (W)     SCALED    
 FD0362* NAVD 88     -       236.689  (meters)     776.54   (feet)  ADJUSTED  
 FD0362  ___________________________________________________________________
 FD0362  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD0362  DYNAMIC HT  -         236.477 (meters)     775.84  (feet)  COMP
 FD0362  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 FD0362
 FD0362  VERT ORDER  -  SECOND    CLASS 0
 FD0362
 FD0362.The horizontal coordinates were scaled from a topographic map and have
 FD0362.an estimated accuracy of +/- 6 seconds.
 FD0362
 FD0362.The orthometric height was determined by differential leveling
 FD0362.and adjusted by the National Geodetic Survey in June 1991..
 FD0362
 FD0362.The geoid height was determined by GEOID03.
 FD0362
 FD0362.The dynamic height is computed by dividing the NAVD 88
 FD0362.geopotential number by the normal gravity value computed on the
 FD0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0362.degrees latitude (g = 980.6199 gals.).
 FD0362
 FD0362.The modeled gravity was interpolated from observed gravity values.
 FD0362
 FD0362;                    North         East    Units  Estimated Accuracy
 FD0362;SPC TN       -   129,560.      519,130.      MT  (+/- 180 meters Scaled)
 FD0362
 FD0362                          SUPERSEDED SURVEY CONTROL
 FD0362
 FD0362  NGVD 29 (??/??/92)  236.673  (m)          776.48   (f) ADJ UNCH    2 0
 FD0362
 FD0362.Superseded values are not recommended for survey control.
 FD0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0362.See file dsdata.txt to determine how the superseded data were derived.
 FD0362
 FD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE098282(NAD 83)
 FD0362_MARKER: DB = BENCH MARK DISK
 FD0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0362_STAMPING: N 224 1960
 FD0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0362+STABILITY: SURFACE MOTION
 FD0362
 FD0362  HISTORY     - Date     Condition        Report By
 FD0362  HISTORY     - 1960     MONUMENTED       CGS
 FD0362
 FD0362                          STATION DESCRIPTION
 FD0362
 FD0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0362'1.2 MI S FROM BRYANT.
 FD0362'FROM THE BRYANT SCHOOL IN BRYANT, GO SOUTH ON A PAVED ROAD FOR
 FD0362'1.1 MILES, THEN 0.1 MILE EAST ON A GRAVELED ROAD.  THE BENCH
 FD0362'MARK IS ABOUT 225 FT. SOUTHEAST OF THE CENTER OF INTERSTATE
 FD0362'HIGHWAY 65, 29 FT. SOUTHWEST OF A POWER LINE POLE, 17 FT. NORTH
 FD0362'OF THE CENTER OF A GRAVELED ROAD, 1 FT. NORTH OF A FENCE, AND
 FD0362'1.4 FT. NORTH OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FD0362'CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE GRAVEL
 FD0362'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0444 ***********************************************************************
 FD0444  DESIGNATION -  N 225
 FD0444  PID         -  FD0444
 FD0444  STATE/COUNTY-  TN/GILES
 FD0444  USGS QUAD   -  ELKTON (1982)
 FD0444
 FD0444                         *CURRENT SURVEY CONTROL
 FD0444  ___________________________________________________________________
 FD0444* NAD 83(1986)-  35 04 48.     (N)    086 53 09.     (W)     SCALED    
 FD0444* NAVD 88     -       194.583  (meters)     638.39   (feet)  ADJUSTED  
 FD0444  ___________________________________________________________________
 FD0444  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FD0444  DYNAMIC HT  -         194.401 (meters)     637.80  (feet)  COMP
 FD0444  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 FD0444
 FD0444  VERT ORDER  -  SECOND    CLASS 0
 FD0444
 FD0444.The horizontal coordinates were scaled from a topographic map and have
 FD0444.an estimated accuracy of +/- 6 seconds.
 FD0444
 FD0444.The orthometric height was determined by differential leveling
 FD0444.and adjusted by the National Geodetic Survey in June 1991..
 FD0444
 FD0444.The geoid height was determined by GEOID03.
 FD0444
 FD0444.The dynamic height is computed by dividing the NAVD 88
 FD0444.geopotential number by the normal gravity value computed on the
 FD0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0444.degrees latitude (g = 980.6199 gals.).
 FD0444
 FD0444.The modeled gravity was interpolated from observed gravity values.
 FD0444
 FD0444;                    North         East    Units  Estimated Accuracy
 FD0444;SPC TN       -    83,210.      519,210.      MT  (+/- 180 meters Scaled)
 FD0444
 FD0444                          SUPERSEDED SURVEY CONTROL
 FD0444
 FD0444  NGVD 29 (??/??/92)  194.553  (m)          638.30   (f) ADJ UNCH    2 0
 FD0444
 FD0444.Superseded values are not recommended for survey control.
 FD0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0444.See file dsdata.txt to determine how the superseded data were derived.
 FD0444
 FD0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED104819(NAD 83)
 FD0444_MARKER: DB = BENCH MARK DISK
 FD0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0444_STAMPING: N 225 1960
 FD0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0444+STABILITY: SURFACE MOTION
 FD0444
 FD0444  HISTORY     - Date     Condition        Report By
 FD0444  HISTORY     - 1960     MONUMENTED       CGS
 FD0444
 FD0444                          STATION DESCRIPTION
 FD0444
 FD0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0444'2.5 MI NE FROM ELKTON.
 FD0444'FROM THE POST OFFICE IN ELKTON, GO 0.15 MILE EAST ON A PAVED ROAD,
 FD0444'THEN 0.15 MILE SOUTH ON A GRAVELED ROAD, THEN 0.3 MILE EAST ON
 FD0444'A GRAVELED ROAD, THEN 1.9 MILE NORTH ON INTERSTATE HIGHWAY 65
 FD0444'TO THE INTERSECTION OF A PAVED ROAD.  THE BENCH MARK IS ABOUT
 FD0444'0.15 MILE NORTHEAST OF THE PROPOSED INTERSTATE HIGHWAY, 40 FT.
 FD0444'NORTHWEST OF THE CENTER OF THE PAVED ROAD AND AT A SHARP CURVE
 FD0444'IN THE ROAD, 10 FT. EAST OF A FENCE CORNER, 7.5 FT. NORTHEAST OF
 FD0444'A TELEPHONE POLE, AND 2.7 FT. NORTH OF A WITNESS SIGN.  THE DISK
 FD0444'IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT
 FD0444'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0258 ***********************************************************************
 GC0258  DESIGNATION -  N 226
 GC0258  PID         -  GC0258
 GC0258  STATE/COUNTY-  TN/WILSON
 GC0258  USGS QUAD   -  LEBANON (1983)
 GC0258
 GC0258                         *CURRENT SURVEY CONTROL
 GC0258  ___________________________________________________________________
 GC0258* NAD 83(1986)-  36 11 06.     (N)    086 21 03.     (W)     SCALED    
 GC0258* NAVD 88     -       181.193  (meters)     594.46   (feet)  ADJUSTED  
 GC0258  ___________________________________________________________________
 GC0258  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GC0258  DYNAMIC HT  -         181.041 (meters)     593.97  (feet)  COMP
 GC0258  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 GC0258
 GC0258  VERT ORDER  -  SECOND    CLASS 0
 GC0258
 GC0258.The horizontal coordinates were scaled from a topographic map and have
 GC0258.an estimated accuracy of +/- 6 seconds.
 GC0258
 GC0258.The orthometric height was determined by differential leveling
 GC0258.and adjusted by the National Geodetic Survey in June 1991..
 GC0258
 GC0258.The geoid height was determined by GEOID03.
 GC0258
 GC0258.The dynamic height is computed by dividing the NAVD 88
 GC0258.geopotential number by the normal gravity value computed on the
 GC0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0258.degrees latitude (g = 980.6199 gals.).
 GC0258
 GC0258.The modeled gravity was interpolated from observed gravity values.
 GC0258
 GC0258;                    North         East    Units  Estimated Accuracy
 GC0258;SPC TN       -   205,500.      568,440.      MT  (+/- 180 meters Scaled)
 GC0258
 GC0258                          SUPERSEDED SURVEY CONTROL
 GC0258
 GC0258  NGVD 29 (??/??/92)  181.250  (m)          594.65   (f) ADJ UNCH    2 0
 GC0258
 GC0258.Superseded values are not recommended for survey control.
 GC0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0258.See file dsdata.txt to determine how the superseded data were derived.
 GC0258
 GC0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF583046(NAD 83)
 GC0258_MARKER: DB = BENCH MARK DISK
 GC0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0258_STAMPING: N 226 1960
 GC0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0258+STABILITY: SURFACE MOTION
 GC0258
 GC0258  HISTORY     - Date     Condition        Report By
 GC0258  HISTORY     - 1960     MONUMENTED       CGS
 GC0258  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 GC0258
 GC0258                          STATION DESCRIPTION
 GC0258
 GC0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GC0258'6.3 MI SW FROM LEBANON.
 GC0258'FROM THE RAILROAD STATION IN LEBANON, GO ABOUT 1.8 MILES
 GC0258'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY, THEN 4.5 MILES WEST
 GC0258'ON INTERSTATE HIGHWAY 40 TO THE INTERSECTION OF A TRACK ROAD.  THE
 GC0258'BENCH MARK IS ABOUT 200 FT. NORTH OF THE PROPOSED INTERSTATE
 GC0258'HIGHWAY 40, ABOUT 0.05 MILE SOUTH OF A SHARP CURVE IN THE TRACK
 GC0258'ROAD, 80 FT. SOUTHWEST AND ACROSS THE TRACK ROAD FROM A T JUNCTION
 GC0258'OF 2 FENCES, 10 FT. WEST OF THE CENTER OF THE TRACK ROAD,
 GC0258'1.7 FT. WEST OF A FENCE, AND 1.9 FT. SOUTH OF A WITNESS SIGN.
 GC0258'THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GC0258'AND IS ABOUT LEVEL WITH THE TRACK ROAD.
 GC0258
 GC0258                          STATION RECOVERY (2001)
 GC0258
 GC0258'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 GC0258'AREA HAS BEEN CHANGED DRASTICALLY BY CONSTRUCTION OF THE I-40/ST. RTE.
 GC0258'840 INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1832 ***********************************************************************
 GB1832  DESIGNATION -  N 227
 GB1832  PID         -  GB1832
 GB1832  STATE/COUNTY-  TN/SMITH
 GB1832  USGS QUAD   -  GORDONSVILLE (1986)
 GB1832
 GB1832                         *CURRENT SURVEY CONTROL
 GB1832  ___________________________________________________________________
 GB1832* NAD 83(1986)-  36 10 47.     (N)    085 58 13.     (W)     SCALED    
 GB1832* NAVD 88     -       152.031  (meters)     498.79   (feet)  ADJUSTED  
 GB1832  ___________________________________________________________________
 GB1832  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 GB1832  DYNAMIC HT  -         151.901 (meters)     498.36  (feet)  COMP
 GB1832  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GB1832
 GB1832  VERT ORDER  -  SECOND    CLASS 0
 GB1832
 GB1832.The horizontal coordinates were scaled from a topographic map and have
 GB1832.an estimated accuracy of +/- 6 seconds.
 GB1832
 GB1832.The orthometric height was determined by differential leveling
 GB1832.and adjusted by the National Geodetic Survey in June 1991..
 GB1832
 GB1832.The geoid height was determined by GEOID03.
 GB1832
 GB1832.The dynamic height is computed by dividing the NAVD 88
 GB1832.geopotential number by the normal gravity value computed on the
 GB1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1832.degrees latitude (g = 980.6199 gals.).
 GB1832
 GB1832.The modeled gravity was interpolated from observed gravity values.
 GB1832
 GB1832;                    North         East    Units  Estimated Accuracy
 GB1832;SPC TN       -   204,860.      602,670.      MT  (+/- 180 meters Scaled)
 GB1832
 GB1832                          SUPERSEDED SURVEY CONTROL
 GB1832
 GB1832  NGVD 29 (??/??/92)  152.095  (m)          499.00   (f) ADJ UNCH    2 0
 GB1832
 GB1832.Superseded values are not recommended for survey control.
 GB1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1832.See file dsdata.txt to determine how the superseded data were derived.
 GB1832
 GB1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF925043(NAD 83)
 GB1832_MARKER: DB = BENCH MARK DISK
 GB1832_SETTING: 66 = SET IN ROCK OUTCROP
 GB1832_SP_SET: BEDROCK
 GB1832_STAMPING: N 227 1960
 GB1832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1832+STABILITY: POSITION/ELEVATION WELL
 GB1832
 GB1832  HISTORY     - Date     Condition        Report By
 GB1832  HISTORY     - 1960     MONUMENTED       CGS
 GB1832
 GB1832                          STATION DESCRIPTION
 GB1832
 GB1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1832'2.2 MI E FROM NEW MIDDLETON.
 GB1832'FROM THE POST OFFICE IN NEW MIDDLETON, GO EAST ON STATE HIGHWAY
 GB1832'141 FOR 2.2 MILES TO A WOODEN BRIDGE OVER A SMALL CREEK.  THE BENCH
 GB1832'MARK IS ABOUT 200 FT. NORTH OF THE CENTER OF THE PROPOSED INTERSTATE
 GB1832'HIGHWAY 40, 50.3 FT. EAST OF THE CENTER OF THE EAST END OF THE
 GB1832'BRIDGE, 31 FT. NORTH OF THE CENTER LINE OF STATE HIGHWAY 141, 30 FT.
 GB1832'SOUTH OF THE CENTER OF A GATE AND TRACK ROAD, 10 FT. WEST OF THE
 GB1832'NORTHWEST CORNER OF A SHED, 6.5 FT. EAST OF A FENCE, AND ABOUT 3 FT.
 GB1832'BELOW THE LEVEL OF STATE HIGHWAY 141.  THE DISK IS CEMENTED IN A
 GB1832'DRILL HOLE IN OUTCROPPING BEDROCK.  NOTE-- THIS MARK IS ABOUT 1.7
 GB1832'MILES WEST ALONG STATE HIGHWAY 141 AND 0.25 MILES SOUTH ALONG STATE
 GB1832'HIGHWAY 53 FROM B.M. M 227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0086 ***********************************************************************
 FD0086  DESIGNATION -  N 228
 FD0086  PID         -  FD0086
 FD0086  STATE/COUNTY-  TN/RUTHERFORD
 FD0086  USGS QUAD   -  WEBBS JUNGLE (1980)
 FD0086
 FD0086                         *CURRENT SURVEY CONTROL
 FD0086  ___________________________________________________________________
 FD0086* NAD 83(1986)-  35 43 41.     (N)    086 19 31.     (W)     SCALED    
 FD0086* NAVD 88     -       199.008  (meters)     652.91   (feet)  ADJUSTED  
 FD0086  ___________________________________________________________________
 FD0086  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FD0086  DYNAMIC HT  -         198.829 (meters)     652.32  (feet)  COMP
 FD0086  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 FD0086
 FD0086  VERT ORDER  -  SECOND    CLASS 0
 FD0086
 FD0086.The horizontal coordinates were scaled from a topographic map and have
 FD0086.an estimated accuracy of +/- 6 seconds.
 FD0086
 FD0086.The orthometric height was determined by differential leveling
 FD0086.and adjusted by the National Geodetic Survey in June 1991..
 FD0086
 FD0086.The geoid height was determined by GEOID03.
 FD0086
 FD0086.The dynamic height is computed by dividing the NAVD 88
 FD0086.geopotential number by the normal gravity value computed on the
 FD0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0086.degrees latitude (g = 980.6199 gals.).
 FD0086
 FD0086.The modeled gravity was interpolated from observed gravity values.
 FD0086
 FD0086;                    North         East    Units  Estimated Accuracy
 FD0086;SPC TN       -   154,790.      570,570.      MT  (+/- 180 meters Scaled)
 FD0086
 FD0086                          SUPERSEDED SURVEY CONTROL
 FD0086
 FD0086  NGVD 29 (??/??/92)  199.014  (m)          652.93   (f) ADJ UNCH    2 0
 FD0086
 FD0086.Superseded values are not recommended for survey control.
 FD0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0086.See file dsdata.txt to determine how the superseded data were derived.
 FD0086
 FD0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE610539(NAD 83)
 FD0086_MARKER: DB = BENCH MARK DISK
 FD0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0086_STAMPING: N 228 1960
 FD0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0086+STABILITY: SURFACE MOTION
 FD0086
 FD0086  HISTORY     - Date     Condition        Report By
 FD0086  HISTORY     - 1930     MONUMENTED       CGS
 FD0086
 FD0086                          STATION DESCRIPTION
 FD0086
 FD0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 FD0086'10.2 MI SE FROM MURFREESBORO.
 FD0086'FROM THE JUNCTION OF U.S. HIGHWAYS 70S, 41 AND 231 IN EAST
 FD0086'MURFREESBORO, GO SOUTH ON U.S. HIGHWAY 231 FOR 2.6 MILES, THEN
 FD0086'1.3 MILES EAST ON A GRAVELED ROAD, THEN 2.9 MILES SOUTH ON A
 FD0086'GRAVELED ROAD TO A T JUNCTION, THEN 1.5 MILES EAST ON RIVERLAND
 FD0086'ROAD, THEN 1.95 MILES SOUTH AND EAST ON A GRAVELED ROAD, THEN
 FD0086'1.35 MILES SOUTHEAST ON INTERSTATE HIGHWAY 24.  THE BENCH MARK
 FD0086'IS ABOUT 175 FT. SOUTHWEST OF THE CENTER OF THE PROPOSED
 FD0086'INTERSTATE HIGHWAY 24, 19 FT. NORTHWEST OF THE CENTER OF A FIELD
 FD0086'ROAD, 16 FT. NORTHEAST OF THE CENTER OF A GATE AND ROAD LEADING
 FD0086'TO A FIELD, 1 FT. SOUTHEAST OF A FENCE, AND 1.7 FT. SOUTHWEST
 FD0086'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FD0086'PROJECTING 2 INCHES.  NOTE-- THIS MARK IS ABOUT 0.5 MILE NORTHWEST
 FD0086'ALONG INTERSTATE HIGHWAY 24 FROM WAYSIDE 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0114 ***********************************************************************
 FD0114  DESIGNATION -  N 229
 FD0114  PID         -  FD0114
 FD0114  STATE/COUNTY-  TN/BEDFORD
 FD0114  USGS QUAD   -  WARTRACE (1980)
 FD0114
 FD0114                         *CURRENT SURVEY CONTROL
 FD0114  ___________________________________________________________________
 FD0114* NAD 83(1986)-  35 32 53.     (N)    086 19 12.     (W)     SCALED    
 FD0114* NAVD 88     -       275.965  (meters)     905.40   (feet)  ADJUSTED  
 FD0114  ___________________________________________________________________
 FD0114  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FD0114  DYNAMIC HT  -         275.712 (meters)     904.57  (feet)  COMP
 FD0114  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 FD0114
 FD0114  VERT ORDER  -  SECOND    CLASS 0
 FD0114
 FD0114.The horizontal coordinates were scaled from a topographic map and have
 FD0114.an estimated accuracy of +/- 6 seconds.
 FD0114
 FD0114.The orthometric height was determined by differential leveling
 FD0114.and adjusted by the National Geodetic Survey in June 1991..
 FD0114
 FD0114.The geoid height was determined by GEOID03.
 FD0114
 FD0114.The dynamic height is computed by dividing the NAVD 88
 FD0114.geopotential number by the normal gravity value computed on the
 FD0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0114.degrees latitude (g = 980.6199 gals.).
 FD0114
 FD0114.The modeled gravity was interpolated from observed gravity values.
 FD0114
 FD0114;                    North         East    Units  Estimated Accuracy
 FD0114;SPC TN       -   134,820.      570,990.      MT  (+/- 180 meters Scaled)
 FD0114
 FD0114                          SUPERSEDED SURVEY CONTROL
 FD0114
 FD0114  NGVD 29 (??/??/92)  275.964  (m)          905.39   (f) ADJ UNCH    2 0
 FD0114
 FD0114.Superseded values are not recommended for survey control.
 FD0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0114.See file dsdata.txt to determine how the superseded data were derived.
 FD0114
 FD0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE616340(NAD 83)
 FD0114_MARKER: DB = BENCH MARK DISK
 FD0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0114_STAMPING: N 229 1960
 FD0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0114+STABILITY: SURFACE MOTION
 FD0114
 FD0114  HISTORY     - Date     Condition        Report By
 FD0114  HISTORY     - 1960     MONUMENTED       CGS
 FD0114
 FD0114                          STATION DESCRIPTION
 FD0114
 FD0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0114'2 MI NW FROM WARTRACE.
 FD0114'FROM THE RAILROAD DEPOT IN WARTRACE, GO 2.0 MILES NORTHWEST ON
 FD0114'STATE HIGHWAY 64.  THE BENCH MARK IS ABOUT 0.05 MILE EAST OF A
 FD0114'PRIVATE DRIVE LEADING NORTH, 109 FT. EAST OF A GUY POLE FOR A
 FD0114'TELEPHONE POLE, 123 FT. WEST OF A CURVE SIGN, 26 FT. NORTH OF
 FD0114'THE CENTER OF STATE HIGHWAY 64, 2 FT. NORTH OF A FENCE, 2 FT.
 FD0114'WEST OF A WITNESS SIGN, AND DIRECTLY UNDER A TRANSMISSION HIGH
 FD0114'LINE.  THE DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 3
 FD0114'INCHES AND ABOUT 4 FT. BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0283 ***********************************************************************
 GD0283  DESIGNATION -  N 23
 GD0283  PID         -  GD0283
 GD0283  STATE/COUNTY-  TN/WEAKLEY
 GD0283  USGS QUAD   -  MC KENZIE (1985)
 GD0283
 GD0283                         *CURRENT SURVEY CONTROL
 GD0283  ___________________________________________________________________
 GD0283* NAD 83(1986)-  36 09 48.     (N)    088 33 26.     (W)     SCALED    
 GD0283* NAVD 88     -       130.172  (meters)     427.07   (feet)  ADJUSTED  
 GD0283  ___________________________________________________________________
 GD0283  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0283  DYNAMIC HT  -         130.063 (meters)     426.71  (feet)  COMP
 GD0283  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GD0283
 GD0283  VERT ORDER  -  SECOND    CLASS 0
 GD0283
 GD0283.The horizontal coordinates were scaled from a topographic map and have
 GD0283.an estimated accuracy of +/- 6 seconds.
 GD0283
 GD0283.The orthometric height was determined by differential leveling
 GD0283.and adjusted by the National Geodetic Survey in June 1991..
 GD0283
 GD0283.The geoid height was determined by GEOID03.
 GD0283
 GD0283.The dynamic height is computed by dividing the NAVD 88
 GD0283.geopotential number by the normal gravity value computed on the
 GD0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0283.degrees latitude (g = 980.6199 gals.).
 GD0283
 GD0283.The modeled gravity was interpolated from observed gravity values.
 GD0283
 GD0283;                    North         East    Units  Estimated Accuracy
 GD0283;SPC TN       -   206,040.      369,940.      MT  (+/- 180 meters Scaled)
 GD0283
 GD0283                          SUPERSEDED SURVEY CONTROL
 GD0283
 GD0283  NGVD 29 (??/??/??)  130.222  (m)          427.24   (f) ADJUSTED    2 0
 GD0283
 GD0283.Superseded values are not recommended for survey control.
 GD0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0283.See file dsdata.txt to determine how the superseded data were derived.
 GD0283
 GD0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF599031(NAD 83)
 GD0283_MARKER: DB = BENCH MARK DISK
 GD0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0283_STAMPING: N 23 1934 427.352
 GD0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0283+STABILITY: SURFACE MOTION
 GD0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0283+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GD0283
 GD0283  HISTORY     - Date     Condition        Report By
 GD0283  HISTORY     - 1934     MONUMENTED       CGS
 GD0283  HISTORY     - 1967     GOOD             CGS
 GD0283  HISTORY     - 20020826 GOOD             USACE
 GD0283
 GD0283                          STATION DESCRIPTION
 GD0283
 GD0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GD0283'3.1 MI NW FROM MC KENZIE.
 GD0283'IT IS ABOUT 3.1 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 GD0283'RAILROAD FROM THE STATION IN MC KENZIE, 28 POLES NORTHWEST OF
 GD0283'MILEPOST 119, 25.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GD0283'RAILROAD TRACK, 19 FEET SOUTHWEST OF A TELEGRAPH POLE, 16 FEET
 GD0283'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 1.8 FEET
 GD0283'SOUTHWEST OF A FENCE CORNER POST, AND 0.6 OF A FOOT NORTHWEST
 GD0283'OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 GD0283'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 GD0283'AND IS ABOUT LEVEL WITH THE TRACK.  NOTE-- THIS MARK WAS RECOVERED
 GD0283'AND SHOWS EVIDENCE OF BEING SLIGHTLY TILTED AND HAS BEEN STRUCK
 GD0283'BY SOME TYPE OF HEAVY EQUIPMENT, HOWEVER, THE MARK IS NOW
 GD0283'COMPLETELY FIRM IN THE GROUND.
 GD0283
 GD0283                          STATION RECOVERY (2002)
 GD0283
 GD0283'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0283'GRAVEL ROAD AT CROSSING IS UNION GROVE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1754 ***********************************************************************
 GB1754  DESIGNATION -  N 230
 GB1754  PID         -  GB1754
 GB1754  STATE/COUNTY-  TN/SMITH
 GB1754  USGS QUAD   -  BUFFALO VALLEY (1981)
 GB1754
 GB1754                         *CURRENT SURVEY CONTROL
 GB1754  ___________________________________________________________________
 GB1754* NAD 83(1986)-  36 07 49.     (N)    085 48 54.     (W)     SCALED    
 GB1754* NAVD 88     -       165.562  (meters)     543.18   (feet)  ADJUSTED  
 GB1754  ___________________________________________________________________
 GB1754  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 GB1754  DYNAMIC HT  -         165.418 (meters)     542.71  (feet)  COMP
 GB1754  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 GB1754
 GB1754  VERT ORDER  -  SECOND    CLASS 0
 GB1754
 GB1754.The horizontal coordinates were scaled from a topographic map and have
 GB1754.an estimated accuracy of +/- 6 seconds.
 GB1754
 GB1754.The orthometric height was determined by differential leveling
 GB1754.and adjusted by the National Geodetic Survey in June 1991..
 GB1754
 GB1754.The geoid height was determined by GEOID03.
 GB1754
 GB1754.The dynamic height is computed by dividing the NAVD 88
 GB1754.geopotential number by the normal gravity value computed on the
 GB1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1754.degrees latitude (g = 980.6199 gals.).
 GB1754
 GB1754.The modeled gravity was interpolated from observed gravity values.
 GB1754
 GB1754;                    North         East    Units  Estimated Accuracy
 GB1754;SPC TN       -   199,390.      616,650.      MT  (+/- 180 meters Scaled)
 GB1754
 GB1754                          SUPERSEDED SURVEY CONTROL
 GB1754
 GB1754  NGVD 29 (??/??/92)  165.630  (m)          543.40   (f) ADJ UNCH    2 0
 GB1754
 GB1754.Superseded values are not recommended for survey control.
 GB1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1754.See file dsdata.txt to determine how the superseded data were derived.
 GB1754
 GB1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE066990(NAD 83)
 GB1754_MARKER: DB = BENCH MARK DISK
 GB1754_SETTING: 66 = SET IN ROCK OUTCROP
 GB1754_SP_SET: ROCK OUTCROP
 GB1754_STAMPING: N 230 1960
 GB1754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB1754+STABILITY: POSITION/ELEVATION WELL
 GB1754
 GB1754  HISTORY     - Date     Condition        Report By
 GB1754  HISTORY     - 1960     MONUMENTED       CGS
 GB1754
 GB1754                          STATION DESCRIPTION
 GB1754
 GB1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1754'1.7 MI W FROM BUFFALO VALLEY.
 GB1754'FROM THE POST OFFICE IN BUFFALO VALLEY, TO 1.7 MILES WEST ON THE
 GB1754'TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS 13 FT. SOUTHEAST
 GB1754'OF TELEGRAPH POLE NO 68, 6.6 FT. WEST OF THE WEST RAIL.  THE DISK
 GB1754'IS CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP PROJECTING 3 FT.
 GB1754'ON THE EAST SIDE AND ABOUT 2 FT. ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1723 ***********************************************************************
 GB1723  DESIGNATION -  N 231
 GB1723  PID         -  GB1723
 GB1723  STATE/COUNTY-  TN/CUMBERLAND
 GB1723  USGS QUAD   -  CAMPBELL JUNCTION (1989)
 GB1723
 GB1723                         *CURRENT SURVEY CONTROL
 GB1723  ___________________________________________________________________
 GB1723* NAD 83(1986)-  36 03 03.     (N)    085 09 48.     (W)     SCALED    
 GB1723* NAVD 88     -       610.383  (meters)    2002.56   (feet)  ADJUSTED  
 GB1723  ___________________________________________________________________
 GB1723  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GB1723  DYNAMIC HT  -         609.817 (meters)    2000.71  (feet)  COMP
 GB1723  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 GB1723
 GB1723  VERT ORDER  -  SECOND    CLASS 0
 GB1723
 GB1723.The horizontal coordinates were scaled from a topographic map and have
 GB1723.an estimated accuracy of +/- 6 seconds.
 GB1723
 GB1723.The orthometric height was determined by differential leveling
 GB1723.and adjusted by the National Geodetic Survey in June 1991..
 GB1723
 GB1723.The geoid height was determined by GEOID03.
 GB1723
 GB1723.The dynamic height is computed by dividing the NAVD 88
 GB1723.geopotential number by the normal gravity value computed on the
 GB1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1723.degrees latitude (g = 980.6199 gals.).
 GB1723
 GB1723.The modeled gravity was interpolated from observed gravity values.
 GB1723
 GB1723;                    North         East    Units  Estimated Accuracy
 GB1723;SPC TN       -   190,880.      675,380.      MT  (+/- 180 meters Scaled)
 GB1723
 GB1723                          SUPERSEDED SURVEY CONTROL
 GB1723
 GB1723  NGVD 29 (??/??/92)  610.415  (m)         2002.67   (f) ADJ UNCH    2 0
 GB1723
 GB1723.Superseded values are not recommended for survey control.
 GB1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1723.See file dsdata.txt to determine how the superseded data were derived.
 GB1723
 GB1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE654911(NAD 83)
 GB1723_MARKER: DB = BENCH MARK DISK
 GB1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1723_STAMPING: N 231 1960
 GB1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1723+STABILITY: SURFACE MOTION
 GB1723
 GB1723  HISTORY     - Date     Condition        Report By
 GB1723  HISTORY     - 1960     MONUMENTED       CGS
 GB1723
 GB1723                          STATION DESCRIPTION
 GB1723
 GB1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GB1723'2.2 MI E FROM MAYLAND.
 GB1723'FROM THE POST OFFICE IN MAYLAND, GO 1.35 MILES EAST ON U.S.
 GB1723'HIGHWAY 70N, THEN 0.8 MILE NORTH AND EAST ON A GRAVELED ROAD TO A
 GB1723'Y JUNCTION.  THE BENCH MARK IS 29 FT. SOUTH OF THE CENTER OF THE
 GB1723'Y JUNCTION, 17 FT. SOUTHWEST OF A FENCE CORNER, 1 FT. NORTHEAST OF
 GB1723'A FENCE, AND 2.1 FT. SOUTHEAST OF A WITNESS SIGN.  THE DISK IS
 GB1723'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, AND ABOUT 1
 GB1723'FT. ABOVE THE LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0823 ***********************************************************************
 FC0823  DESIGNATION -  N 232
 FC0823  PID         -  FC0823
 FC0823  STATE/COUNTY-  TN/CUMBERLAND
 FC0823  USGS QUAD   -  OZONE (1989)
 FC0823
 FC0823                         *CURRENT SURVEY CONTROL
 FC0823  ___________________________________________________________________
 FC0823* NAD 83(1986)-  35 53 42.     (N)    084 46 12.     (W)     SCALED    
 FC0823* NAVD 88     -       468.715  (meters)    1537.78   (feet)  ADJUSTED  
 FC0823  ___________________________________________________________________
 FC0823  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FC0823  DYNAMIC HT  -         468.271 (meters)    1536.32  (feet)  COMP
 FC0823  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 FC0823
 FC0823  VERT ORDER  -  SECOND    CLASS 0
 FC0823
 FC0823.The horizontal coordinates were scaled from a topographic map and have
 FC0823.an estimated accuracy of +/- 6 seconds.
 FC0823
 FC0823.The orthometric height was determined by differential leveling
 FC0823.and adjusted by the National Geodetic Survey in June 1991..
 FC0823
 FC0823.The geoid height was determined by GEOID03.
 FC0823
 FC0823.The dynamic height is computed by dividing the NAVD 88
 FC0823.geopotential number by the normal gravity value computed on the
 FC0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0823.degrees latitude (g = 980.6199 gals.).
 FC0823
 FC0823.The modeled gravity was interpolated from observed gravity values.
 FC0823
 FC0823;                    North         East    Units  Estimated Accuracy
 FC0823;SPC TN       -   173,960.      711,040.      MT  (+/- 180 meters Scaled)
 FC0823
 FC0823                          SUPERSEDED SURVEY CONTROL
 FC0823
 FC0823  NGVD 29 (??/??/92)  468.802  (m)         1538.06   (f) ADJ UNCH    2 0
 FC0823
 FC0823.Superseded values are not recommended for survey control.
 FC0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0823.See file dsdata.txt to determine how the superseded data were derived.
 FC0823
 FC0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE012746(NAD 83)
 FC0823_MARKER: DB = BENCH MARK DISK
 FC0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0823_STAMPING: N 232 1960
 FC0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0823+STABILITY: SURFACE MOTION
 FC0823
 FC0823  HISTORY     - Date     Condition        Report By
 FC0823  HISTORY     - 1960     MONUMENTED       CGS
 FC0823  HISTORY     - 1967     GOOD             NGS
 FC0823
 FC0823                          STATION DESCRIPTION
 FC0823
 FC0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0823'AT DAYSVILLE.
 FC0823'THIS BENCH MARK IS LOCATED AT THE ONLY RAILROAD CROSSING IN
 FC0823'DAYSVILLE, 48 FT. NORTHWEST OF THE CENTER OF THE CROSSING, 31
 FC0823'FT. WEST OF THE WEST RAIL OF THE MAIN TRACK, 26 FT. NORTH OF THE
 FC0823'CENTER OF A GRAVELED ROAD 4 FT. NORTH OF A POWER LINE POLE, AND
 FC0823'2 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A
 FC0823'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE
 FC0823'GRAVELED ROAD.
 FC0823
 FC0823                          STATION RECOVERY (1967)
 FC0823
 FC0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0198 ***********************************************************************
 FC0198  DESIGNATION -  N 233
 FC0198  PID         -  FC0198
 FC0198  STATE/COUNTY-  TN/ROANE
 FC0198  USGS QUAD   -  LENOIR CITY (1986)
 FC0198
 FC0198                         *CURRENT SURVEY CONTROL
 FC0198  ___________________________________________________________________
 FC0198* NAD 83(1986)-  35 52 22.     (N)    084 22 29.     (W)     SCALED    
 FC0198* NAVD 88     -       231.587  (meters)     759.80   (feet)  ADJUSTED  
 FC0198  ___________________________________________________________________
 FC0198  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FC0198  DYNAMIC HT  -         231.367 (meters)     759.08  (feet)  COMP
 FC0198  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 FC0198
 FC0198  VERT ORDER  -  SECOND    CLASS 0
 FC0198
 FC0198.The horizontal coordinates were scaled from a topographic map and have
 FC0198.an estimated accuracy of +/- 6 seconds.
 FC0198
 FC0198.The orthometric height was determined by differential leveling
 FC0198.and adjusted by the National Geodetic Survey in June 1991..
 FC0198
 FC0198.The geoid height was determined by GEOID03.
 FC0198
 FC0198.The dynamic height is computed by dividing the NAVD 88
 FC0198.geopotential number by the normal gravity value computed on the
 FC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0198.degrees latitude (g = 980.6199 gals.).
 FC0198
 FC0198.The modeled gravity was interpolated from observed gravity values.
 FC0198
 FC0198;                    North         East    Units  Estimated Accuracy
 FC0198;SPC TN       -   172,020.      746,760.      MT  (+/- 180 meters Scaled)
 FC0198
 FC0198                          SUPERSEDED SURVEY CONTROL
 FC0198
 FC0198  NGVD 29 (??/??/92)  231.696  (m)          760.16   (f) ADJ UNCH    2 0
 FC0198
 FC0198.Superseded values are not recommended for survey control.
 FC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0198.See file dsdata.txt to determine how the superseded data were derived.
 FC0198
 FC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE370730(NAD 83)
 FC0198_MARKER: DB = BENCH MARK DISK
 FC0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0198_SP_SET: CULVERT
 FC0198_STAMPING: N 233 1960
 FC0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0198
 FC0198  HISTORY     - Date     Condition        Report By
 FC0198  HISTORY     - 1960     MONUMENTED       CGS
 FC0198
 FC0198                          STATION DESCRIPTION
 FC0198
 FC0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0198'8.9 MI SE FROM KINGSTON.
 FC0198'FROM THE COURTHOUSE IN KINGSTON, GO NORTHEAST ON N. KENTUCKY
 FC0198'ST. FOR 0.8 MILE, THEN 8.1 MILES SOUTHEAST ON INTERSTATE HIGHWAY
 FC0198'40 TO THE FIRST CULVERT EAST OF AN OVERPASS.  THE BENCH MARK
 FC0198'IS 18 FT. NORTH OF THE CENTER OF A ROAD WHICH LEADS ONTO THE
 FC0198'OVERPASS.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE
 FC0198'NORTH CONCRETE HEADWALL OF A CULVERT UNDER INTERSTATE HIGHWAY
 FC0198'40, AND IS ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS MARK IS 0.9
 FC0198'MILE SOUTHWEST OF TOWER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0238 ***********************************************************************
 FC0238  DESIGNATION -  N 234
 FC0238  PID         -  FC0238
 FC0238  STATE/COUNTY-  TN/KNOX
 FC0238  USGS QUAD   -  BEARDEN (1990)
 FC0238
 FC0238                         *CURRENT SURVEY CONTROL
 FC0238  ___________________________________________________________________
 FC0238* NAD 83(1986)-  35 55 27.     (N)    084 03 43.     (W)     SCALED    
 FC0238* NAVD 88     -       295.433  (meters)     969.27   (feet)  ADJUSTED  
 FC0238  ___________________________________________________________________
 FC0238  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FC0238  DYNAMIC HT  -         295.158 (meters)     968.36  (feet)  COMP
 FC0238  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FC0238
 FC0238  VERT ORDER  -  SECOND    CLASS 0
 FC0238
 FC0238.The horizontal coordinates were scaled from a topographic map and have
 FC0238.an estimated accuracy of +/- 6 seconds.
 FC0238
 FC0238.The orthometric height was determined by differential leveling
 FC0238.and adjusted by the National Geodetic Survey in June 1991..
 FC0238
 FC0238.The geoid height was determined by GEOID03.
 FC0238
 FC0238.The dynamic height is computed by dividing the NAVD 88
 FC0238.geopotential number by the normal gravity value computed on the
 FC0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0238.degrees latitude (g = 980.6199 gals.).
 FC0238
 FC0238.The modeled gravity was interpolated from observed gravity values.
 FC0238
 FC0238;                    North         East    Units  Estimated Accuracy
 FC0238;SPC TN       -   178,230.      774,890.      MT  (+/- 180 meters Scaled)
 FC0238
 FC0238                          SUPERSEDED SURVEY CONTROL
 FC0238
 FC0238  NGVD 29 (??/??/92)  295.560  (m)          969.68   (f) ADJ UNCH    2 0
 FC0238
 FC0238.Superseded values are not recommended for survey control.
 FC0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0238.See file dsdata.txt to determine how the superseded data were derived.
 FC0238
 FC0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE650795(NAD 83)
 FC0238_MARKER: DB = BENCH MARK DISK
 FC0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0238_SP_SET: CULVERT
 FC0238_STAMPING: N 234 1960
 FC0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0238
 FC0238  HISTORY     - Date     Condition        Report By
 FC0238  HISTORY     - 1960     MONUMENTED       CGS
 FC0238  HISTORY     - 1982     GOOD             LOCENG
 FC0238
 FC0238                          STATION DESCRIPTION
 FC0238
 FC0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FC0238'5.2 MI W FROM BEARDEN.
 FC0238'FROM THE POST OFFICE IN BEARDEN, GO 1.2 MILES WEST ON KINGSTON PIKE,
 FC0238'THEN 0.6 MILE NORTH ON BEARDEN ROAD, THEN 3.35 MILES WEST ON
 FC0238'INTERSTATE HIGHWAY 40.  THE BENCH MARK IS ABOUT 0.2 MILE EAST OF
 FC0238'AN OVERPASS OVER INTERSTATE 40 AND 45 FT. SOUTH OF THE CENTER OF
 FC0238'THE EAST BOUND TRAFFIC LANES.  THE DISK IS CEMENTED IN A DRILL
 FC0238'HOLE IN TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A
 FC0238'CONCRETE CULVERT UNDER INTERSTATE 40 AND IS ABOUT 2 FT. BELOW
 FC0238'THE LEVEL OF THE HIGHWAY.
 FC0238
 FC0238                          STATION RECOVERY (1982)
 FC0238
 FC0238'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FC0238'THIS MARK IS APPROXIMATELY 1/10TH MILE WEST ALONG I-40 FORM CITY
 FC0238'BLOCK 46102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0686 ***********************************************************************
 GB0686  DESIGNATION -  N 235
 GB0686  PID         -  GB0686
 GB0686  STATE/COUNTY-  TN/KNOX
 GB0686  USGS QUAD   -  POWELL (1976)
 GB0686
 GB0686                         *CURRENT SURVEY CONTROL
 GB0686  ___________________________________________________________________
 GB0686* NAD 83(1986)-  36 06 20.     (N)    084 01 32.     (W)     SCALED    
 GB0686* NAVD 88     -       289.096  (meters)     948.48   (feet)  ADJUSTED  
 GB0686  ___________________________________________________________________
 GB0686  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GB0686  DYNAMIC HT  -         288.829 (meters)     947.60  (feet)  COMP
 GB0686  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 GB0686
 GB0686  VERT ORDER  -  SECOND    CLASS 0
 GB0686
 GB0686.The horizontal coordinates were scaled from a topographic map and have
 GB0686.an estimated accuracy of +/- 6 seconds.
 GB0686
 GB0686.The orthometric height was determined by differential leveling
 GB0686.and adjusted by the National Geodetic Survey in June 1991..
 GB0686
 GB0686.The geoid height was determined by GEOID03.
 GB0686
 GB0686.The dynamic height is computed by dividing the NAVD 88
 GB0686.geopotential number by the normal gravity value computed on the
 GB0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0686.degrees latitude (g = 980.6199 gals.).
 GB0686
 GB0686.The modeled gravity was interpolated from observed gravity values.
 GB0686
 GB0686;                    North         East    Units  Estimated Accuracy
 GB0686;SPC TN       -   198,420.      777,770.      MT  (+/- 180 meters Scaled)
 GB0686
 GB0686                          SUPERSEDED SURVEY CONTROL
 GB0686
 GB0686  NGVD 29 (??/??/92)  289.206  (m)          948.84   (f) ADJ UNCH    2 0
 GB0686
 GB0686.Superseded values are not recommended for survey control.
 GB0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0686.See file dsdata.txt to determine how the superseded data were derived.
 GB0686
 GB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE677997(NAD 83)
 GB0686_MARKER: DB = BENCH MARK DISK
 GB0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0686_STAMPING: N 235 1961
 GB0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0686+STABILITY: SURFACE MOTION
 GB0686
 GB0686  HISTORY     - Date     Condition        Report By
 GB0686  HISTORY     - 1961     MONUMENTED       CGS
 GB0686  HISTORY     - 1973     GOOD             TVA
 GB0686
 GB0686                          STATION DESCRIPTION
 GB0686
 GB0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GB0686'9.8 MI S FROM NORRIS.
 GB0686'FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 71 (ABOUT 1.0 MILE
 GB0686'SOUTHEAST OF NORRIS), GO 2.0 MILES SOUTHWEST ON STATE HIGHWAY 61,
 GB0686'THEN 4.3 MILES SOUTHEAST ON A GRAVELED ROAD TO A Y JUNCTION, THEN
 GB0686'GO 0.5 MILE SOUTHWEST ON A GRAVELED ROAD, THEN 1.2 MILES SOUTHEAST
 GB0686'ON A GRAVELED ROAD TO A CROSSROADS, CONTINUE SOUTHEAST FOR 0.55
 GB0686'MILE, THEN GO 0.3 MILE SOUTHWEST ON RACCOON VALLEY DRIVE.  THE
 GB0686'BENCH MARK IS ABOUT 300 YARDS SOUTHWEST OF INTERSTATE HIGHWAY 75,
 GB0686'ABOUT 150 FT. NORTHEAST OF A HOUSE ON THE SOUTHWEST SIDE OF THE
 GB0686'ROAD, 40 FT. SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 16 FT.
 GB0686'NORTHEAST OF THE CENTER OF RACCOON VALLEY DRIVE, 13 FT. SOUTHWEST
 GB0686'OF AN OAK TREE THAT FORKS THREE WAYS AT THE BOTTOM, 3 FT. NORTHEAST
 GB0686'OF A WITNESS SIGN, AND SET IN A FENCE LINE.  THE DISK IS SET IN
 GB0686'TOP OF A CONCRETE POST PROJECTING 5 INCHES AND ABOUT LEVEL WITH
 GB0686'THE ROAD.
 GB0686
 GB0686                          STATION RECOVERY (1973)
 GB0686
 GB0686'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0560 ***********************************************************************
 GB0560  DESIGNATION -  N 236
 GB0560  PID         -  GB0560
 GB0560  STATE/COUNTY-  TN/CAMPBELL
 GB0560  USGS QUAD   -  PIONEER (1979)
 GB0560
 GB0560                         *CURRENT SURVEY CONTROL
 GB0560  ___________________________________________________________________
 GB0560* NAD 83(1986)-  36 23 03.     (N)    084 15 13.     (W)     SCALED    
 GB0560* NAVD 88     -       526.486  (meters)    1727.31   (feet)  ADJUSTED  
 GB0560  ___________________________________________________________________
 GB0560  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GB0560  DYNAMIC HT  -         526.020 (meters)    1725.78  (feet)  COMP
 GB0560  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 GB0560
 GB0560  VERT ORDER  -  SECOND    CLASS 0
 GB0560
 GB0560.The horizontal coordinates were scaled from a topographic map and have
 GB0560.an estimated accuracy of +/- 6 seconds.
 GB0560
 GB0560.The orthometric height was determined by differential leveling
 GB0560.and adjusted by the National Geodetic Survey in June 1991..
 GB0560
 GB0560.The geoid height was determined by GEOID03.
 GB0560
 GB0560.The dynamic height is computed by dividing the NAVD 88
 GB0560.geopotential number by the normal gravity value computed on the
 GB0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0560.degrees latitude (g = 980.6199 gals.).
 GB0560
 GB0560.The modeled gravity was interpolated from observed gravity values.
 GB0560
 GB0560;                    North         East    Units  Estimated Accuracy
 GB0560;SPC TN       -   228,940.      756,680.      MT  (+/- 180 meters Scaled)
 GB0560
 GB0560                          SUPERSEDED SURVEY CONTROL
 GB0560
 GB0560  NGVD 29 (??/??/92)  526.596  (m)         1727.67   (f) ADJ UNCH    2 0
 GB0560
 GB0560.Superseded values are not recommended for survey control.
 GB0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0560.See file dsdata.txt to determine how the superseded data were derived.
 GB0560
 GB0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF463300(NAD 83)
 GB0560_MARKER: DB = BENCH MARK DISK
 GB0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GB0560_SP_SET: BRIDGE
 GB0560_STAMPING: N 236 1961
 GB0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GB0560
 GB0560  HISTORY     - Date     Condition        Report By
 GB0560  HISTORY     - 1961     MONUMENTED       CGS
 GB0560  HISTORY     - 1968     GOOD             NGS
 GB0560
 GB0560                          STATION DESCRIPTION
 GB0560
 GB0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GB0560'4.9 MI SE FROM PIONEER.
 GB0560'THIS MARK IS ABOUT 6.35 MILES NORTH ALONG INTERSTATE ROUTE 75
 GB0560'FROM THE U.S. HIGHWAY 25W INTERCHANGE AT CARYVILLE TO THE ROYAL
 GB0560'BLUE ROAD INTERCHANGE, THENCE 0.1 OF A MILE NORTHERLY ON ROYAL
 GB0560'BLUE ROAD TO A FORK, THENCE RIGHT CONTINUING NORTHERLY ON ROYAL
 GB0560'BLUE ROAD 0.5 TO WHERE THE ROAD CURVES WEST AT A SMALL CONCRETE
 GB0560'BRIDGE AND THE MARK IN THE SOUTH CONCRETE HEADWALL OF THIS
 GB0560'BRIDGE.  IT IS NEAR THE WEST END OF THE SOUTH HEADWALL OF THE
 GB0560'BRIDGE APPROXIMATELY 300 FEET WEST OF THE MEDIAN OF INTERSTATE
 GB0560'ROUTE 75 NEAR STATION 792 + 50, 10 FEET SOUTH OF THE APPROXIMATE
 GB0560'CENTER OF ROYAL BLUE ROAD, 1.8 FEET EAST OF A METAL WITNESS
 GB0560'POST AND SIGN, AND ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD.
 GB0560'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 GB0560'THE HEADWALL AND THE DISK IS STAMPED N 236 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2026 ***********************************************************************
 GA2026  DESIGNATION -  N 237
 GA2026  PID         -  GA2026
 GA2026  STATE/COUNTY-  TN/JEFFERSON
 GA2026  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2026
 GA2026                         *CURRENT SURVEY CONTROL
 GA2026  ___________________________________________________________________
 GA2026* NAD 83(1986)-  36 01 22.     (N)    083 28 24.     (W)     SCALED    
 GA2026* NAVD 88     -       371.481  (meters)    1218.77   (feet)  ADJUSTED  
 GA2026  ___________________________________________________________________
 GA2026  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA2026  DYNAMIC HT  -         371.135 (meters)    1217.63  (feet)  COMP
 GA2026  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 GA2026
 GA2026  VERT ORDER  -  SECOND    CLASS 0
 GA2026
 GA2026.The horizontal coordinates were scaled from a topographic map and have
 GA2026.an estimated accuracy of +/- 6 seconds.
 GA2026
 GA2026.The orthometric height was determined by differential leveling
 GA2026.and adjusted by the National Geodetic Survey in June 1991..
 GA2026
 GA2026.The geoid height was determined by GEOID03.
 GA2026
 GA2026.The dynamic height is computed by dividing the NAVD 88
 GA2026.geopotential number by the normal gravity value computed on the
 GA2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2026.degrees latitude (g = 980.6199 gals.).
 GA2026
 GA2026.The modeled gravity was interpolated from observed gravity values.
 GA2026
 GA2026;                    North         East    Units  Estimated Accuracy
 GA2026;SPC TN       -   190,380.      827,710.      MT  (+/- 180 meters Scaled)
 GA2026
 GA2026                          SUPERSEDED SURVEY CONTROL
 GA2026
 GA2026  NGVD 29 (??/??/92)  371.646  (m)         1219.31   (f) ADJ UNCH    2 0
 GA2026
 GA2026.Superseded values are not recommended for survey control.
 GA2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2026.See file dsdata.txt to determine how the superseded data were derived.
 GA2026
 GA2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV771893(NAD 83)
 GA2026_MARKER: DB = BENCH MARK DISK
 GA2026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2026_SP_SET: CULVERT
 GA2026_STAMPING: N 237 1961
 GA2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2026
 GA2026  HISTORY     - Date     Condition        Report By
 GA2026  HISTORY     - 1961     MONUMENTED       CGS
 GA2026
 GA2026                          STATION DESCRIPTION
 GA2026
 GA2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA2026'4.3 MI W FROM DANDRIDGE.
 GA2026'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2026'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN 2.2
 GA2026'MILES WEST ON INTERSTATE HIGHWAY 40.  THE BENCH MARK IS ABOUT 300
 GA2026'FT. SOUTH OF INTERSTATE HIGHWAY 40, 23 FT. NORTH OF THE CENTER OF
 GA2026'U.S. HIGHWAY 70 AND 25W.  THE DISK IS CEMENTED IN A DRILL HOLE
 GA2026'IN TOP OF THE MIDDLE OF THE NORTH CONCRETE HEADWALL OF A CONCRETE
 GA2026'CULVERT UNDER U.S. HIGHWAY 40 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0300 ***********************************************************************
 FC0300  DESIGNATION -  N 238
 FC0300  PID         -  FC0300
 FC0300  STATE/COUNTY-  TN/LOUDON
 FC0300  USGS QUAD   -  PHILADELPHIA (1974)
 FC0300
 FC0300                         *CURRENT SURVEY CONTROL
 FC0300  ___________________________________________________________________
 FC0300* NAD 83(1986)-  35 39 31.     (N)    084 27 37.     (W)     SCALED    
 FC0300* NAVD 88     -       284.703  (meters)     934.06   (feet)  ADJUSTED  
 FC0300  ___________________________________________________________________
 FC0300  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FC0300  DYNAMIC HT  -         284.430 (meters)     933.17  (feet)  COMP
 FC0300  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 FC0300
 FC0300  VERT ORDER  -  SECOND    CLASS 0
 FC0300
 FC0300.The horizontal coordinates were scaled from a topographic map and have
 FC0300.an estimated accuracy of +/- 6 seconds.
 FC0300
 FC0300.The orthometric height was determined by differential leveling
 FC0300.and adjusted by the National Geodetic Survey in June 1991..
 FC0300
 FC0300.The geoid height was determined by GEOID03.
 FC0300
 FC0300.The dynamic height is computed by dividing the NAVD 88
 FC0300.geopotential number by the normal gravity value computed on the
 FC0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0300.degrees latitude (g = 980.6199 gals.).
 FC0300
 FC0300.The modeled gravity was interpolated from observed gravity values.
 FC0300
 FC0300;                    North         East    Units  Estimated Accuracy
 FC0300;SPC TN       -   148,140.      739,410.      MT  (+/- 180 meters Scaled)
 FC0300
 FC0300                          SUPERSEDED SURVEY CONTROL
 FC0300
 FC0300  NGVD 29 (??/??/92)  284.785  (m)          934.33   (f) ADJ UNCH    2 0
 FC0300
 FC0300.Superseded values are not recommended for survey control.
 FC0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0300.See file dsdata.txt to determine how the superseded data were derived.
 FC0300
 FC0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE299490(NAD 83)
 FC0300_MARKER: DB = BENCH MARK DISK
 FC0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0300_SP_SET: CULVERT
 FC0300_STAMPING: N 238 1961
 FC0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0300
 FC0300  HISTORY     - Date     Condition        Report By
 FC0300  HISTORY     - 1961     MONUMENTED       CGS
 FC0300
 FC0300                          STATION DESCRIPTION
 FC0300
 FC0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0300'4.2 MI SW FROM PHILADELPHIA.
 FC0300'FROM THE POST OFFICE IN  PHILADELPHIA, GO 0.1 MILE WEST, THEN
 FC0300'0.25 MILE SOUTH TO A SIDE ROAD RIGHT JUST BEFORE CROSSING A
 FC0300'RAILROAD, TURN RIGHT, WEST, AND GO 0.9 MILE TO A FORK, TAKE
 FC0300'LEFT FORK AND GO 1.95 MILES TO A T JUNCTION, THEN GO 0.9 MILE
 FC0300'SOUTHWEST ON A GRAVELED ROAD TO A CONCRETE CULVERT UNDER THE
 FC0300'GRAVELED ROAD.  THE BENCH MARK DISK IS CEMENTED IN A DRILL HOLE
 FC0300'IN TOP OF THE MIDDLE OF THE NORTH CONCRETE HEADWALL OF THE
 FC0300'CULVERT AND IS ABOUT 2 FT. BELOW THE LEVEL OF THE ROAD.  THIS
 FC0300'BENCH MARK IS ABOUT 400 FT. EAST OF PROPOSED INTERSTATE HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2192 ***********************************************************************
 FB2192  DESIGNATION -  N 239
 FB2192  PID         -  FB2192
 FB2192  STATE/COUNTY-  TN/JEFFERSON
 FB2192  USGS QUAD   -  CHESTNUT HILL (1980)
 FB2192
 FB2192                         *CURRENT SURVEY CONTROL
 FB2192  ___________________________________________________________________
 FB2192* NAD 83(1986)-  35 59 56.     (N)    083 17 17.     (W)     SCALED    
 FB2192* NAVD 88     -       324.068  (meters)    1063.21   (feet)  ADJUSTED  
 FB2192  ___________________________________________________________________
 FB2192  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FB2192  DYNAMIC HT  -         323.764 (meters)    1062.22  (feet)  COMP
 FB2192  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 FB2192
 FB2192  VERT ORDER  -  SECOND    CLASS 0
 FB2192
 FB2192.The horizontal coordinates were scaled from a topographic map and have
 FB2192.an estimated accuracy of +/- 6 seconds.
 FB2192
 FB2192.The orthometric height was determined by differential leveling
 FB2192.and adjusted by the National Geodetic Survey in June 1991..
 FB2192
 FB2192.The geoid height was determined by GEOID03.
 FB2192
 FB2192.The dynamic height is computed by dividing the NAVD 88
 FB2192.geopotential number by the normal gravity value computed on the
 FB2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2192.degrees latitude (g = 980.6199 gals.).
 FB2192
 FB2192.The modeled gravity was interpolated from observed gravity values.
 FB2192
 FB2192;                    North         East    Units  Estimated Accuracy
 FB2192;SPC TN       -   188,180.      844,480.      MT  (+/- 180 meters Scaled)
 FB2192
 FB2192                          SUPERSEDED SURVEY CONTROL
 FB2192
 FB2192  NGVD 29 (??/??/92)  324.229  (m)         1063.74   (f) ADJ UNCH    2 0
 FB2192
 FB2192.Superseded values are not recommended for survey control.
 FB2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2192.See file dsdata.txt to determine how the superseded data were derived.
 FB2192
 FB2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV937862(NAD 83)
 FB2192_MARKER: DB = BENCH MARK DISK
 FB2192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB2192_SP_SET: CULVERT
 FB2192_STAMPING: N 239 1961
 FB2192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2192
 FB2192  HISTORY     - Date     Condition        Report By
 FB2192  HISTORY     - 1961     MONUMENTED       CGS
 FB2192
 FB2192                          STATION DESCRIPTION
 FB2192
 FB2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FB2192'7.2 MI NW FROM NEWPORT.
 FB2192'TO REACH FROM THE POINT WHERE INTERSTATE HIGHWAY 40 CROSSES OVER
 FB2192'U.S. HIGHWAY 70, (ABOUT 4.5 MILES WEST OF NEWPORT), GO 2.7 MILES
 FB2192'NORTHWEST ON INTERSTATE 40 TO THREE 4 BY 4 CONCRETE CULVERT DRAINS
 FB2192'LOCATED BETWEEN THE TWO TRAFFIC LANES.  THE BENCH MARK DISK IS
 FB2192'CEMENTED IN A DRILL HOLE IN TOP OF THE SOUTHEAST CORNER OF THE
 FB2192'MOST SOUTHERLY ONE OF THE THREE CULVERT DRAINS AND IS ABOUT 2 FT.
 FB2192'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1029 ***********************************************************************
 GA1029  DESIGNATION -  N 240
 GA1029  PID         -  GA1029
 GA1029  STATE/COUNTY-  TN/GREENE
 GA1029  USGS QUAD   -  MOHAWK (1980)
 GA1029
 GA1029                         *CURRENT SURVEY CONTROL
 GA1029  ___________________________________________________________________
 GA1029* NAD 83(1986)-  36 14 13.     (N)    083 00 10.     (W)     SCALED    
 GA1029* NAVD 88     -       365.004  (meters)    1197.52   (feet)  ADJUSTED  
 GA1029  ___________________________________________________________________
 GA1029  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GA1029  DYNAMIC HT  -         364.667 (meters)    1196.41  (feet)  COMP
 GA1029  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 GA1029
 GA1029  VERT ORDER  -  SECOND    CLASS 0
 GA1029
 GA1029.The horizontal coordinates were scaled from a topographic map and have
 GA1029.an estimated accuracy of +/- 6 seconds.
 GA1029
 GA1029.The orthometric height was determined by differential leveling
 GA1029.and adjusted by the National Geodetic Survey in June 1991..
 GA1029
 GA1029.The geoid height was determined by GEOID03.
 GA1029
 GA1029.The dynamic height is computed by dividing the NAVD 88
 GA1029.geopotential number by the normal gravity value computed on the
 GA1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1029.degrees latitude (g = 980.6199 gals.).
 GA1029
 GA1029.The modeled gravity was interpolated from observed gravity values.
 GA1029
 GA1029;                    North         East    Units  Estimated Accuracy
 GA1029;SPC TN       -   215,330.      869,380.      MT  (+/- 180 meters Scaled)
 GA1029
 GA1029                          SUPERSEDED SURVEY CONTROL
 GA1029
 GA1029  NGVD 29 (??/??/92)  365.160  (m)         1198.03   (f) ADJ UNCH    2 0
 GA1029
 GA1029.Superseded values are not recommended for survey control.
 GA1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1029.See file dsdata.txt to determine how the superseded data were derived.
 GA1029
 GA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA200120(NAD 83)
 GA1029_MARKER: DB = BENCH MARK DISK
 GA1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1029_STAMPING: N 240 1961
 GA1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1029+STABILITY: SURFACE MOTION
 GA1029
 GA1029  HISTORY     - Date     Condition        Report By
 GA1029  HISTORY     - 1961     MONUMENTED       CGS
 GA1029  HISTORY     - 1980     MARK NOT FOUND   NGS
 GA1029
 GA1029                          STATION DESCRIPTION
 GA1029
 GA1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1029'4.2 MI SW FROM MT CARMEL.
 GA1029'FROM THE ONLY JUNCTION OF A NORTH-SOUTH PAVED ROAD AND AN
 GA1029'EAST-WEST GRAVELED ROAD IN MT. CARMEL, GO 2.8 MILES WEST ON A
 GA1029'GRAVELED ROAD TO A T JUNCTION, TURN RIGHT AND GO SOUTHERLY FOR
 GA1029'0.4 MILE TO A Y JUNCTION, TURN RIGHT AND GO 0.65 MILE TO A FARM
 GA1029'LANE LEADING WEST THROUGH A PATCH OF WOODS, FOLLOW THE FARM LANE
 GA1029'FOR ABOUT 0.4 MILE TO A BARN AT THE SOUTH EDGE OF THE WOODS AND
 GA1029'THE BENCH MARK.  THE BENCH MARK IS 34.6 FT. SOUTHEAST OF A WHITE
 GA1029'OAK TREE AT A FENCE CORNER, 25.2 FT. SOUTHWEST OF THE NORTHWEST
 GA1029'CORNER OF THE BARN, 23 FT. NORTHWEST OF A LONE TREE, 0.7 FT.
 GA1029'NORTHEAST OF A FENCE, AND 1.5 FT. NORTHWEST OF A WITNESS SIGN.  THE
 GA1029'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE--
 GA1029'TO REACH BENCH MARK M 240 FROM THIS POINT, GO ABOUT 0.9 MILE
 GA1029'SOUTHWEST ON INTERSTATE HIGHWAY 81 TO THE JUNCTION OF A PAVED
 GA1029'ROAD.
 GA1029
 GA1029                          STATION RECOVERY (1980)
 GA1029
 GA1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GA1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1074 ***********************************************************************
 GA1074  DESIGNATION -  N 241
 GA1074  PID         -  GA1074
 GA1074  STATE/COUNTY-  TN/GREENE
 GA1074  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA1074
 GA1074                         *CURRENT SURVEY CONTROL
 GA1074  ___________________________________________________________________
 GA1074* NAD 83(1986)-  36 22 17.     (N)    082 41 06.     (W)     SCALED    
 GA1074* NAVD 88     -       452.354  (meters)    1484.10   (feet)  ADJUSTED  
 GA1074  ___________________________________________________________________
 GA1074  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GA1074  DYNAMIC HT  -         451.928 (meters)    1482.70  (feet)  COMP
 GA1074  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 GA1074
 GA1074  VERT ORDER  -  SECOND    CLASS 0
 GA1074
 GA1074.The horizontal coordinates were scaled from a topographic map and have
 GA1074.an estimated accuracy of +/- 6 seconds.
 GA1074
 GA1074.The orthometric height was determined by differential leveling
 GA1074.and adjusted by the National Geodetic Survey in June 1991..
 GA1074
 GA1074.The geoid height was determined by GEOID03.
 GA1074
 GA1074.The dynamic height is computed by dividing the NAVD 88
 GA1074.geopotential number by the normal gravity value computed on the
 GA1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1074.degrees latitude (g = 980.6199 gals.).
 GA1074
 GA1074.The modeled gravity was interpolated from observed gravity values.
 GA1074
 GA1074;                    North         East    Units  Estimated Accuracy
 GA1074;SPC TN       -   231,160.      897,430.      MT  (+/- 180 meters Scaled)
 GA1074
 GA1074                          SUPERSEDED SURVEY CONTROL
 GA1074
 GA1074  NGVD 29 (??/??/92)  452.489  (m)         1484.54   (f) ADJ UNCH    2 0
 GA1074
 GA1074.Superseded values are not recommended for survey control.
 GA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1074.See file dsdata.txt to determine how the superseded data were derived.
 GA1074
 GA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA488264(NAD 83)
 GA1074_MARKER: DB = BENCH MARK DISK
 GA1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1074_STAMPING: N 241 1961
 GA1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1074+STABILITY: SURFACE MOTION
 GA1074
 GA1074  HISTORY     - Date     Condition        Report By
 GA1074  HISTORY     - 1961     MONUMENTED       CGS
 GA1074
 GA1074                          STATION DESCRIPTION
 GA1074
 GA1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GA1074'1.2 MI E FROM JEAROLDSTOWN.
 GA1074'FROM THE ONLY Y JUNCTION OF TWO GRAVELED ROADS IN THE SMALL
 GA1074'COMMUNITY OF JEAROLDSTOWN, (LOCATED ABOUT 6 MILES SOUTHWEST OF
 GA1074'FALL BRANCH), GO 1.2 MILES EAST ON A GRAVELED ROAD TO A TWO
 GA1074'STORY HOUSE ON THE RIGHT.  THE BENCH MARK IS ABOUT 80 FT. WEST
 GA1074'OF THE WEST CORNER OF THE HOUSE, 42 FT. SOUTHEAST OF THE CENTER
 GA1074'OF THE GRAVELED ROAD, 27 FT. WEST OF THE CENTER OF PRIVATE DRIVE
 GA1074'LEADING TO THE HOUSE, 24 FT. SOUTHEAST OF POWER LINE POLE
 GA1074'LB-50-58-24, AND 2 FT. NORTHWEST OF A WITNESS SIGN.  THE DISK
 GA1074'IS SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES AND IS ABOUT
 GA1074'7 FT. ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0926 ***********************************************************************
 FC0926  DESIGNATION -  N 242
 FC0926  PID         -  FC0926
 FC0926  STATE/COUNTY-  TN/MONROE
 FC0926  USGS QUAD   -  NIOTA (1990)
 FC0926
 FC0926                         *CURRENT SURVEY CONTROL
 FC0926  ___________________________________________________________________
 FC0926* NAD 83(1986)-  35 35 11.     (N)    084 31 28.     (W)     SCALED    
 FC0926* NAVD 88     -       313.997  (meters)    1030.17   (feet)  ADJUSTED  
 FC0926  ___________________________________________________________________
 FC0926  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FC0926  DYNAMIC HT  -         313.691 (meters)    1029.17  (feet)  COMP
 FC0926  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 FC0926
 FC0926  VERT ORDER  -  SECOND    CLASS 0
 FC0926
 FC0926.The horizontal coordinates were scaled from a topographic map and have
 FC0926.an estimated accuracy of +/- 6 seconds.
 FC0926
 FC0926.The orthometric height was determined by differential leveling
 FC0926.and adjusted by the National Geodetic Survey in June 1991..
 FC0926
 FC0926.The geoid height was determined by GEOID03.
 FC0926
 FC0926.The dynamic height is computed by dividing the NAVD 88
 FC0926.geopotential number by the normal gravity value computed on the
 FC0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0926.degrees latitude (g = 980.6199 gals.).
 FC0926
 FC0926.The modeled gravity was interpolated from observed gravity values.
 FC0926
 FC0926;                    North         East    Units  Estimated Accuracy
 FC0926;SPC TN       -   140,030.      733,720.      MT  (+/- 180 meters Scaled)
 FC0926
 FC0926                          SUPERSEDED SURVEY CONTROL
 FC0926
 FC0926  NGVD 29 (??/??/92)  314.074  (m)         1030.42   (f) ADJ UNCH    2 0
 FC0926
 FC0926.Superseded values are not recommended for survey control.
 FC0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0926.See file dsdata.txt to determine how the superseded data were derived.
 FC0926
 FC0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE242408(NAD 83)
 FC0926_MARKER: DB = BENCH MARK DISK
 FC0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0926_STAMPING: N 242 1961
 FC0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0926+STABILITY: SURFACE MOTION
 FC0926
 FC0926  HISTORY     - Date     Condition        Report By
 FC0926  HISTORY     - 1961     MONUMENTED       CGS
 FC0926
 FC0926                          STATION DESCRIPTION
 FC0926
 FC0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0926'4.1 MI SW FROM SWEETWATER.
 FC0926'FROM THE POST OFFICE IN SWEETWATER, GO SOUTH ON U.S. HIGHWAY 11
 FC0926'FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 68, TURN RIGHT AND
 FC0926'GO 2.95 MILES WEST ON STATE HIGHWAY 68, THEN GO 0.9 MILE SOUTHWEST
 FC0926'ON PROPOSED INTERSTATE HIGHWAY 75 TO THE INTERSECTION OF A GRAVELED
 FC0926'ROAD.  THE BENCH MARK IS ABOUT 0.2 MILE SOUTH ALONG THE GRAVELED
 FC0926'ROAD FROM PROPOSED INTERSTATE 75, ABOUT 150 FT. NORTH OF A T
 FC0926'JUNCTION, 36 FT. EAST OF THE CENTER OF A GRAVELED ROAD, 20 FT.
 FC0926'NORTH OF THE CENTER OF A PRIVATE DRIVE LEADING TO A FARM HOUSE,
 FC0926'1.8 FT. WEST OF THE SOUTHWEST CORNER OF A SHED, AND 2.0 FT. SOUTH
 FC0926'OF A WITNESS SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST
 FC0926'PROJECTING 4 INCHES AND IS ABOUT 4 FT. ABOVE THE LEVEL OF THE
 FC0926'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0597 ***********************************************************************
 FC0597  DESIGNATION -  N 243
 FC0597  PID         -  FC0597
 FC0597  STATE/COUNTY-  TN/BRADLEY
 FC0597  USGS QUAD   -  CHARLESTON (1980)
 FC0597
 FC0597                         *CURRENT SURVEY CONTROL
 FC0597  ___________________________________________________________________
 FC0597* NAD 83(1986)-  35 15 45.     (N)    084 49 38.     (W)     SCALED    
 FC0597* NAVD 88     -       239.418  (meters)     785.49   (feet)  ADJUSTED  
 FC0597  ___________________________________________________________________
 FC0597  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FC0597  DYNAMIC HT  -         239.184 (meters)     784.72  (feet)  COMP
 FC0597  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 FC0597
 FC0597  VERT ORDER  -  SECOND    CLASS 0
 FC0597
 FC0597.The horizontal coordinates were scaled from a topographic map and have
 FC0597.an estimated accuracy of +/- 6 seconds.
 FC0597
 FC0597.The orthometric height was determined by differential leveling
 FC0597.and adjusted by the National Geodetic Survey in June 1991..
 FC0597
 FC0597.The geoid height was determined by GEOID03.
 FC0597
 FC0597.The dynamic height is computed by dividing the NAVD 88
 FC0597.geopotential number by the normal gravity value computed on the
 FC0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0597.degrees latitude (g = 980.6199 gals.).
 FC0597
 FC0597.The modeled gravity was interpolated from observed gravity values.
 FC0597
 FC0597;                    North         East    Units  Estimated Accuracy
 FC0597;SPC TN       -   103,730.      706,720.      MT  (+/- 180 meters Scaled)
 FC0597
 FC0597                          SUPERSEDED SURVEY CONTROL
 FC0597
 FC0597  NGVD 29 (??/??/92)  239.459  (m)          785.63   (f) ADJ UNCH    2 0
 FC0597
 FC0597.Superseded values are not recommended for survey control.
 FC0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0597.See file dsdata.txt to determine how the superseded data were derived.
 FC0597
 FC0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE976043(NAD 83)
 FC0597_MARKER: DB = BENCH MARK DISK
 FC0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0597_STAMPING: N 243 1961
 FC0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0597+STABILITY: SURFACE MOTION
 FC0597
 FC0597  HISTORY     - Date     Condition        Report By
 FC0597  HISTORY     - 1961     MONUMENTED       CGS
 FC0597  HISTORY     - 1967     GOOD             NGS
 FC0597
 FC0597                          STATION DESCRIPTION
 FC0597
 FC0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FC0597'8.8 MI N FROM CLEVELAND.
 FC0597'FROM THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND STATE HIGHWAY
 FC0597'60 (GEORGETOWN PIKE), GO NORTHEAST ON U.S. HIGHWAY 11 BYPASS FOR
 FC0597'3.3 MILES TO A SIDE ROAD LEFT, JUST AFTER CROSSING A BRIDGE AND
 FC0597'JUST BEFORE REACHING THE JUNCTION OF U.S. HIGHWAY 11 BYPASS AND
 FC0597'U.S. HIGHWAY 11, TURN LEFT AND GO NORTHWEST FOR 1.0 MILE ON AN
 FC0597'OILED ROAD TO A SHARP RIGHT TURN AND THE VALLEY HEAD SCHOOL ON
 FC0597'THE RIGHT, FOLLOW OILED ROAD RIGHT, NORTHEAST FOR 4.5 MILES TO
 FC0597'THE MARK ON THE LEFT IN THE SOUTH CORNER OF THE FRONT YARD OF
 FC0597'A FRAME HOUSE, 85 FEET SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE,
 FC0597'24 FEET NORTHWEST OF THE CENTER OF THE OIL ROAD, 20 FEET NORTHEAST
 FC0597'OF THE CENTER OF DRIVEWAY LEADING TO THE HOUSE, 8.0 FEET WEST
 FC0597'OF A MAIL BOX.  A DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FC0597'THE GROUND AND ABOUT ONE FOOT ABOVE THE ROAD LEVEL.
 FC0597
 FC0597                          STATION RECOVERY (1967)
 FC0597
 FC0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0626 ***********************************************************************
 FC0626  DESIGNATION -  N 244
 FC0626  PID         -  FC0626
 FC0626  STATE/COUNTY-  TN/BRADLEY
 FC0626  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC0626
 FC0626                         *CURRENT SURVEY CONTROL
 FC0626  ___________________________________________________________________
 FC0626* NAD 83(1986)-  35 08 52.     (N)    084 58 11.     (W)     SCALED    
 FC0626* NAVD 88     -       259.966  (meters)     852.91   (feet)  ADJUSTED  
 FC0626  ___________________________________________________________________
 FC0626  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FC0626  DYNAMIC HT  -         259.708 (meters)     852.06  (feet)  COMP
 FC0626  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 FC0626
 FC0626  VERT ORDER  -  SECOND    CLASS 0
 FC0626
 FC0626.The horizontal coordinates were scaled from a topographic map and have
 FC0626.an estimated accuracy of +/- 6 seconds.
 FC0626
 FC0626.The orthometric height was determined by differential leveling
 FC0626.and adjusted by the National Geodetic Survey in June 1991..
 FC0626
 FC0626.The geoid height was determined by GEOID03.
 FC0626
 FC0626.The dynamic height is computed by dividing the NAVD 88
 FC0626.geopotential number by the normal gravity value computed on the
 FC0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0626.degrees latitude (g = 980.6199 gals.).
 FC0626
 FC0626.The modeled gravity was interpolated from observed gravity values.
 FC0626
 FC0626;                    North         East    Units  Estimated Accuracy
 FC0626;SPC TN       -    90,860.      693,880.      MT  (+/- 180 meters Scaled)
 FC0626
 FC0626                          SUPERSEDED SURVEY CONTROL
 FC0626
 FC0626  NGVD 29 (??/??/92)  259.984  (m)          852.96   (f) ADJ UNCH    2 0
 FC0626
 FC0626.Superseded values are not recommended for survey control.
 FC0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0626.See file dsdata.txt to determine how the superseded data were derived.
 FC0626
 FC0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD849913(NAD 83)
 FC0626_MARKER: DB = BENCH MARK DISK
 FC0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0626_STAMPING: N 244 1961
 FC0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0626+STABILITY: SURFACE MOTION
 FC0626
 FC0626  HISTORY     - Date     Condition        Report By
 FC0626  HISTORY     - 1961     MONUMENTED       CGS
 FC0626  HISTORY     - 1962     GOOD             NGS
 FC0626  HISTORY     - 1967     GOOD             NGS
 FC0626
 FC0626                          STATION DESCRIPTION
 FC0626
 FC0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC0626'4.4 MI SW FROM MC DONALD.
 FC0626'FROM THE POST OFFICE IN MC DONALD GO SOUTHWEST ON U.S. HIGHWAY
 FC0626'11 FOR 1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.75
 FC0626'MILES TO A CROSSROAD (R 244 AT THIS POINT) CONTINUE STRAIGHT
 FC0626'AHEAD FOR 0.5 MILES TO A SIDE ROAD RIGHT, CONTINUE AHEAD FOR 0.9
 FC0626'MILE TO A SIDE ROAD RIGHT (P 244 AT THIS POINT), TURN RIGHT AND
 FC0626'GO 0.95 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.3 MILES
 FC0626'TO A SHARP TURN TO THE LEFT AND THE MARK ON THE RIGHT, ABOUT
 FC0626'300 FEET NORTH OF THE INTERSTATE HIGHWAY, 39 FEET EAST OF THE
 FC0626'CENTER OF A GRAVELED ROAD, 15.4 FEET NORTH OF THE CENTER OF
 FC0626'TRACK ROAD AND WIRE GATE, 2.4 FEET EAST OF 12 INCH WHITE OAK
 FC0626'TREE WITH ONE END OF THE WIRE GATE TIED TO IT AND 1.7 FEET WEST
 FC0626'OF A WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FC0626'POST PROJECTING 5 INCHES AND ABOUT 3 FEET ABOVE THE LEVEL OF
 FC0626'THE ROAD.  NOTE-- M244, WHICH IS THE NEXT MARK ON THE LINE IS
 FC0626'DESCRIBED FROM CLEVELAND, TENNESSEE.  SEE DESCRIPTION THEREOF.
 FC0626
 FC0626                          STATION RECOVERY (1967)
 FC0626
 FC0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FC0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1288 ***********************************************************************
 FC1288  DESIGNATION -  N 245
 FC1288  PID         -  FC1288
 FC1288  STATE/COUNTY-  TN/HAMILTON
 FC1288  USGS QUAD   -  CHATTANOOGA (1976)
 FC1288
 FC1288                         *CURRENT SURVEY CONTROL
 FC1288  ___________________________________________________________________
 FC1288* NAD 83(1986)-  35 02 46.     (N)    085 18 51.     (W)     SCALED    
 FC1288* NAVD 88     -       213.686  (meters)     701.07   (feet)  ADJUSTED  
 FC1288  ___________________________________________________________________
 FC1288  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 FC1288  DYNAMIC HT  -         213.474 (meters)     700.37  (feet)  COMP
 FC1288  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 FC1288
 FC1288  VERT ORDER  -  SECOND    CLASS 0
 FC1288
 FC1288.The horizontal coordinates were scaled from a topographic map and have
 FC1288.an estimated accuracy of +/- 6 seconds.
 FC1288
 FC1288.The orthometric height was determined by differential leveling
 FC1288.and adjusted by the National Geodetic Survey in June 1991..
 FC1288
 FC1288.The geoid height was determined by GEOID03.
 FC1288
 FC1288.The dynamic height is computed by dividing the NAVD 88
 FC1288.geopotential number by the normal gravity value computed on the
 FC1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1288.degrees latitude (g = 980.6199 gals.).
 FC1288
 FC1288.The modeled gravity was interpolated from observed gravity values.
 FC1288
 FC1288;                    North         East    Units  Estimated Accuracy
 FC1288;SPC TN       -    79,300.      662,580.      MT  (+/- 180 meters Scaled)
 FC1288
 FC1288                          SUPERSEDED SURVEY CONTROL
 FC1288
 FC1288  NGVD 29 (??/??/92)  213.723  (m)          701.19   (f) ADJ UNCH    2 0
 FC1288
 FC1288.Superseded values are not recommended for survey control.
 FC1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1288.See file dsdata.txt to determine how the superseded data were derived.
 FC1288
 FC1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD537794(NAD 83)
 FC1288_MARKER: DB = BENCH MARK DISK
 FC1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1288_SP_SET: BRIDGE
 FC1288_STAMPING: N 245 1961
 FC1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1288
 FC1288  HISTORY     - Date     Condition        Report By
 FC1288  HISTORY     - 1961     MONUMENTED       CGS
 FC1288  HISTORY     - 1962     GOOD             NGS
 FC1288  HISTORY     - 1983     GOOD             USPSQD
 FC1288  HISTORY     - 1990     GOOD             USPSQD
 FC1288
 FC1288                          STATION DESCRIPTION
 FC1288
 FC1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FC1288'IN CHATTANOOGA.
 FC1288'TO REACH THE MARK FROM THE BRIDGE ON THE INTERSTATE HIGHWAY OVER
 FC1288'BROAD STREET GO NORTHWEST ON THE EXPRESSWAY TO THE MARK SET IN
 FC1288'THE SOUTHEAST WINGWALL OF A BRIDGE OVER WEST 9TH STREET, 25
 FC1288'FEET EAST OF CENTER LINE OF NORTHWEST BOUND LANES, 0.8 FEET
 FC1288'EAST OF GUARD RAIL.  A STANDARD DISK DRILLED IN A CEMENT BRIDGE
 FC1288'AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 FC1288
 FC1288                          STATION RECOVERY (1983)
 FC1288
 FC1288'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC1288'RECOVERED IN GOOD CONDITION.
 FC1288
 FC1288                          STATION RECOVERY (1990)
 FC1288
 FC1288'RECOVERY NOTE BY US POWER SQUADRON 1990 (KMS)
 FC1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1421 ***********************************************************************
 FC1421  DESIGNATION -  N 246
 FC1421  PID         -  FC1421
 FC1421  STATE/COUNTY-  TN/COFFEE
 FC1421  USGS QUAD   -  ALTO (1947)
 FC1421
 FC1421                         *CURRENT SURVEY CONTROL
 FC1421  ___________________________________________________________________
 FC1421* NAD 83(1986)-  35 19 48.     (N)    085 55 12.     (W)     SCALED    
 FC1421* NAVD 88     -       309.025  (meters)    1013.86   (feet)  ADJUSTED  
 FC1421  ___________________________________________________________________
 FC1421  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 FC1421  DYNAMIC HT  -         308.726 (meters)    1012.88  (feet)  COMP
 FC1421  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 FC1421
 FC1421  VERT ORDER  -  SECOND    CLASS 0
 FC1421
 FC1421.The horizontal coordinates were scaled from a topographic map and have
 FC1421.an estimated accuracy of +/- 6 seconds.
 FC1421
 FC1421.The orthometric height was determined by differential leveling
 FC1421.and adjusted by the National Geodetic Survey in June 1991..
 FC1421
 FC1421.The geoid height was determined by GEOID03.
 FC1421
 FC1421.The dynamic height is computed by dividing the NAVD 88
 FC1421.geopotential number by the normal gravity value computed on the
 FC1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1421.degrees latitude (g = 980.6199 gals.).
 FC1421
 FC1421.The modeled gravity was interpolated from observed gravity values.
 FC1421
 FC1421;                    North         East    Units  Estimated Accuracy
 FC1421;SPC TN       -   110,580.      607,270.      MT  (+/- 180 meters Scaled)
 FC1421
 FC1421                          SUPERSEDED SURVEY CONTROL
 FC1421
 FC1421  NGVD 29 (??/??/92)  309.020  (m)         1013.84   (f) ADJ UNCH    2 0
 FC1421
 FC1421.Superseded values are not recommended for survey control.
 FC1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1421.See file dsdata.txt to determine how the superseded data were derived.
 FC1421
 FC1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE981101(NAD 83)
 FC1421_MARKER: DB = BENCH MARK DISK
 FC1421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC1421_SP_SET: BRIDGE
 FC1421_STAMPING: N 246 1962
 FC1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1421
 FC1421  HISTORY     - Date     Condition        Report By
 FC1421  HISTORY     - 1962     MONUMENTED       CGS
 FC1421
 FC1421                          STATION DESCRIPTION
 FC1421
 FC1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1421'2.7 MI NW FROM PELHAM.
 FC1421'TO REACH THE MARK FROM THE JUNCTION OF TENNESSEE STATE HIGHWAY
 FC1421'50 AND U.S. HIGHWAY 41 IN PELHAM, GO NORTHWEST ON U.S. HIGHWAY
 FC1421'41 FOR 2.7 MILES TO THE MARK SET IN THE NORTHEAST WINGWALL
 FC1421'OF A BRIDGE OVER BETSY WILLIS CREEK, 600.0 FEET EAST OF NORTHEAST
 FC1421'CORNER OF BETSY WILLIS CHURCH, AND 17.8 FEET NORTHEAST OF CENTER
 FC1421'LINE OF HIGHWAY.  A STANDARD DISK DRILLED IN A BRIDGE AND IS
 FC1421'ABOUT ONE FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1825 ***********************************************************************
 GA1825  DESIGNATION -  N 247
 GA1825  PID         -  GA1825
 GA1825  STATE/COUNTY-  TN/JEFFERSON
 GA1825  USGS QUAD   -  TALBOTT (1980)
 GA1825
 GA1825                         *CURRENT SURVEY CONTROL
 GA1825  ___________________________________________________________________
 GA1825* NAD 83(1986)-  36 07 35.     (N)    083 28 08.     (W)     SCALED    
 GA1825* NAVD 88     -       346.084  (meters)    1135.44   (feet)  ADJUSTED  
 GA1825  ___________________________________________________________________
 GA1825  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1825  DYNAMIC HT  -         345.764 (meters)    1134.39  (feet)  COMP
 GA1825  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 GA1825
 GA1825  VERT ORDER  -  FIRST     CLASS I
 GA1825
 GA1825.The horizontal coordinates were scaled from a topographic map and have
 GA1825.an estimated accuracy of +/- 6 seconds.
 GA1825
 GA1825.The orthometric height was determined by differential leveling
 GA1825.and adjusted by the National Geodetic Survey in June 1991..
 GA1825
 GA1825.The geoid height was determined by GEOID03.
 GA1825
 GA1825.The dynamic height is computed by dividing the NAVD 88
 GA1825.geopotential number by the normal gravity value computed on the
 GA1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1825.degrees latitude (g = 980.6199 gals.).
 GA1825
 GA1825.The modeled gravity was interpolated from observed gravity values.
 GA1825
 GA1825;                    North         East    Units  Estimated Accuracy
 GA1825;SPC TN       -   201,890.      827,820.      MT  (+/- 180 meters Scaled)
 GA1825
 GA1825                          SUPERSEDED SURVEY CONTROL
 GA1825
 GA1825  NGVD 29 (??/??/92)  346.211  (m)         1135.86   (f) ADJ UNCH    1 1
 GA1825
 GA1825.Superseded values are not recommended for survey control.
 GA1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1825.See file dsdata.txt to determine how the superseded data were derived.
 GA1825
 GA1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA778007(NAD 83)
 GA1825_MARKER: DB = BENCH MARK DISK
 GA1825_SETTING: 66 = SET IN ROCK OUTCROP
 GA1825_SP_SET: ROCK OUTCROP
 GA1825_STAMPING: N 247 1967
 GA1825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1825+STABILITY: POSITION/ELEVATION WELL
 GA1825
 GA1825  HISTORY     - Date     Condition        Report By
 GA1825  HISTORY     - 1967     MONUMENTED       CGS
 GA1825
 GA1825                          STATION DESCRIPTION
 GA1825
 GA1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1825'1.4 MI NE FROM JEFFERSON CITY.
 GA1825'ABOUT 1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 11E FROM THE INTERSECTION
 GA1825'OF STATE HIGHWAY 92 AT JEFFERSON CITY, ABOUT 0.4 MILE SOUTHWEST
 GA1825'OF THE MALOY THEATRE, NEAR A BLACK TOPPED ROAD INTERSECTION, SET
 GA1825'ON THE TOP OF A ROCK OUTCROP WHICH IS 36 FEET LONG-2 FEET WIDE
 GA1825'AND PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 135 FEET
 GA1825'NORTHEAST OF THE CENTER LINE OF THE BLACK TOPPED ROAD, 57 FEET
 GA1825'NORTHWEST OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY,
 GA1825'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2244 ***********************************************************************
 GA2244  DESIGNATION -  N 248
 GA2244  PID         -  GA2244
 GA2244  STATE/COUNTY-  TN/KNOX
 GA2244  USGS QUAD   -  JOHN SEVIER (1992)
 GA2244
 GA2244                         *CURRENT SURVEY CONTROL
 GA2244  ___________________________________________________________________
 GA2244* NAD 83(1986)-  36 00 36.     (N)    083 52 28.     (W)     SCALED    
 GA2244* NAVD 88     -       280.786  (meters)     921.21   (feet)  ADJUSTED  
 GA2244  ___________________________________________________________________
 GA2244  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA2244  DYNAMIC HT  -         280.527 (meters)     920.36  (feet)  COMP
 GA2244  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 GA2244
 GA2244  VERT ORDER  -  FIRST     CLASS I
 GA2244
 GA2244.The horizontal coordinates were scaled from a topographic map and have
 GA2244.an estimated accuracy of +/- 6 seconds.
 GA2244
 GA2244.The orthometric height was determined by differential leveling
 GA2244.and adjusted by the National Geodetic Survey in June 1991..
 GA2244
 GA2244.The geoid height was determined by GEOID03.
 GA2244
 GA2244.The dynamic height is computed by dividing the NAVD 88
 GA2244.geopotential number by the normal gravity value computed on the
 GA2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2244.degrees latitude (g = 980.6199 gals.).
 GA2244
 GA2244.The modeled gravity was interpolated from observed gravity values.
 GA2244
 GA2244;                    North         East    Units  Estimated Accuracy
 GA2244;SPC TN       -   188,110.      791,600.      MT  (+/- 180 meters Scaled)
 GA2244
 GA2244                          SUPERSEDED SURVEY CONTROL
 GA2244
 GA2244  NGVD 29 (??/??/92)  280.922  (m)          921.66   (f) ADJ UNCH    1 1
 GA2244
 GA2244.Superseded values are not recommended for survey control.
 GA2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2244.See file dsdata.txt to determine how the superseded data were derived.
 GA2244
 GA2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV409888(NAD 83)
 GA2244_MARKER: DB = BENCH MARK DISK
 GA2244_SETTING: 66 = SET IN ROCK OUTCROP
 GA2244_SP_SET: ROCK OUTCROP
 GA2244_STAMPING: N 248 1967
 GA2244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA2244+STABILITY: POSITION/ELEVATION WELL
 GA2244
 GA2244  HISTORY     - Date     Condition        Report By
 GA2244  HISTORY     - 1967     MONUMENTED       CGS
 GA2244  HISTORY     - 1982     GOOD             LOCENG
 GA2244  HISTORY     - 20020612 GOOD             INDIV
 GA2244
 GA2244                          STATION DESCRIPTION
 GA2244
 GA2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA2244'4.2 MI NE FROM KNOXVILLE.
 GA2244'ABOUT 4.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2244'STATION AT KNOXVILLE, ABOUT 0.4 MILE NORTHEAST OF MILEPOST
 GA2244'127, AT THE CROSSING OF AULT ROAD, SET ON THE TOP OF AN OUTCROPPING
 GA2244'ROCK WHICH IS 6 FEET LONG AND TWO FEET WIDE, 36.2 FEET NORTHWEST
 GA2244'OF THE NORTHWEST RAIL OF THE WESTBOUND TRACK, 16 FEET SOUTHWEST
 GA2244'OF THE CENTER LINE OF THE ROAD AND 1 FOOT ABOVE THE LEVEL OF
 GA2244'THE ROAD.
 GA2244
 GA2244                          STATION RECOVERY (1982)
 GA2244
 GA2244'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2244'RECOVERED IN GOOD CONDITION.
 GA2244
 GA2244                          STATION RECOVERY (2002)
 GA2244
 GA2244'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSL)
 GA2244'RECOVERED AS DESCRIBED EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0518 ***********************************************************************
 GB0518  DESIGNATION -  N 249
 GB0518  PID         -  GB0518
 GB0518  STATE/COUNTY-  TN/ANDERSON
 GB0518  USGS QUAD   -  WINDROCK (1975)
 GB0518
 GB0518                         *CURRENT SURVEY CONTROL
 GB0518  ___________________________________________________________________
 GB0518* NAD 83(1986)-  36 02 42.     (N)    084 20 06.     (W)     SCALED    
 GB0518* NAVD 88     -       247.292  (meters)     811.32   (feet)  ADJUSTED  
 GB0518  ___________________________________________________________________
 GB0518  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 GB0518  DYNAMIC HT  -         247.068 (meters)     810.59  (feet)  COMP
 GB0518  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 GB0518
 GB0518  VERT ORDER  -  FIRST     CLASS I
 GB0518
 GB0518.The horizontal coordinates were scaled from a topographic map and have
 GB0518.an estimated accuracy of +/- 6 seconds.
 GB0518
 GB0518.The orthometric height was determined by differential leveling
 GB0518.and adjusted by the National Geodetic Survey in June 1991..
 GB0518
 GB0518.The geoid height was determined by GEOID03.
 GB0518
 GB0518.The dynamic height is computed by dividing the NAVD 88
 GB0518.geopotential number by the normal gravity value computed on the
 GB0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0518.degrees latitude (g = 980.6199 gals.).
 GB0518
 GB0518.The modeled gravity was interpolated from observed gravity values.
 GB0518
 GB0518;                    North         East    Units  Estimated Accuracy
 GB0518;SPC TN       -   191,190.      750,020.      MT  (+/- 180 meters Scaled)
 GB0518
 GB0518                          SUPERSEDED SURVEY CONTROL
 GB0518
 GB0518  NGVD 29 (??/??/92)  247.367  (m)          811.57   (f) ADJ UNCH    1 1
 GB0518
 GB0518.Superseded values are not recommended for survey control.
 GB0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0518.See file dsdata.txt to determine how the superseded data were derived.
 GB0518
 GB0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE400922(NAD 83)
 GB0518_MARKER: DB = BENCH MARK DISK
 GB0518_SETTING: 66 = SET IN ROCK OUTCROP
 GB0518_SP_SET: ROCK LEDGE
 GB0518_STAMPING: N 249 1967
 GB0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GB0518+STABILITY: POSITION/ELEVATION WELL
 GB0518
 GB0518  HISTORY     - Date     Condition        Report By
 GB0518  HISTORY     - 1967     MONUMENTED       CGS
 GB0518
 GB0518                          STATION DESCRIPTION
 GB0518
 GB0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GB0518'AT OLIVER SPRINGS.
 GB0518'AT OLIVER SPRINGS, ABOUT 0.6 MILE EAST ALONG THE SOUTHERN RAILWAY
 GB0518'FROM THE STATION, ABOUT 0.3 MILE EAST ALONG SPRING STREET
 GB0518'FROM THE JUNCTION OF STATE HIGHWAY 61 AND 62, ABOUT 60 YARDS
 GB0518'SOUTH OF MILEPOST 35, ABOUT 55 YARDS SOUTH OF THE TRACK, AT
 GB0518'THE BASE OF A 100-YARD BY 12-FOOT HIGH CUT, SET IN THE TOP OF
 GB0518'THE EAST END OF A ROCK LEDGE THAT IS ABOUT 45 FEET LONG AND
 GB0518'2 FEET HIGH, 60 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 GB0518'OF A BLACK TOP ROAD LEADING NORTH, 14 1/2 FEET SOUTH OF THE
 GB0518'CENTER LINE OF SPRING STREET AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1425 ***********************************************************************
 GC1425  DESIGNATION -  N 25
 GC1425  PID         -  GC1425
 GC1425  STATE/COUNTY-  TN/MONTGOMERY
 GC1425  USGS QUAD   -  PALMYRA (1983)
 GC1425
 GC1425                         *CURRENT SURVEY CONTROL
 GC1425  ___________________________________________________________________
 GC1425* NAD 83(1986)-  36 27 00.     (N)    087 27 13.     (W)     SCALED    
 GC1425* NAVD 88     -       119.286  (meters)     391.36   (feet)  ADJUSTED  
 GC1425  ___________________________________________________________________
 GC1425  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GC1425  DYNAMIC HT  -         119.186 (meters)     391.03  (feet)  COMP
 GC1425  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GC1425
 GC1425  VERT ORDER  -  SECOND    CLASS 0
 GC1425
 GC1425.The horizontal coordinates were scaled from a topographic map and have
 GC1425.an estimated accuracy of +/- 6 seconds.
 GC1425
 GC1425.The orthometric height was determined by differential leveling
 GC1425.and adjusted by the National Geodetic Survey in June 1991..
 GC1425
 GC1425.The geoid height was determined by GEOID03.
 GC1425
 GC1425.The dynamic height is computed by dividing the NAVD 88
 GC1425.geopotential number by the normal gravity value computed on the
 GC1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1425.degrees latitude (g = 980.6199 gals.).
 GC1425
 GC1425.The modeled gravity was interpolated from observed gravity values.
 GC1425
 GC1425;                    North         East    Units  Estimated Accuracy
 GC1425;SPC TN       -   235,820.      469,690.      MT  (+/- 180 meters Scaled)
 GC1425
 GC1425                          SUPERSEDED SURVEY CONTROL
 GC1425
 GC1425  NGVD 29 (??/??/92)  119.345  (m)          391.55   (f) ADJ UNCH    2 0
 GC1425
 GC1425.Superseded values are not recommended for survey control.
 GC1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1425.See file dsdata.txt to determine how the superseded data were derived.
 GC1425
 GC1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF593339(NAD 83)
 GC1425_MARKER: DB = BENCH MARK DISK
 GC1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1425_STAMPING: N 25 1934
 GC1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1425+STABILITY: SURFACE MOTION
 GC1425
 GC1425  HISTORY     - Date     Condition        Report By
 GC1425  HISTORY     - 1934     MONUMENTED       CGS
 GC1425
 GC1425                          STATION DESCRIPTION
 GC1425
 GC1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC1425'2 MI NE FROM PALMYRA.
 GC1425'2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1425'FROM PALMYRA, MONTGOMERY COUNTY, 1/2 MILE SOUTHWEST OF HEMATITE,
 GC1425'250 YARDS NORTHEAST OF MILEPOST 187, 7 YARDS SOUTHWEST OF THE
 GC1425'CENTER OF A FARM-ROAD CROSSING, 9 YARDS SOUTHEAST OF THE CENTER
 GC1425'LINE OF THE TRACK, 1 YARDS NORTHWEST OF A FENCE, AND 5 YARDS
 GC1425'SOUTHWEST OF A GATE.  A STANDARD DISK, STAMPED N 25 1934 AND
 GC1425'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0385 ***********************************************************************
 FC0385  DESIGNATION -  N 256
 FC0385  PID         -  FC0385
 FC0385  STATE/COUNTY-  TN/BRADLEY
 FC0385  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0385
 FC0385                         *CURRENT SURVEY CONTROL
 FC0385  ___________________________________________________________________
 FC0385* NAD 83(1986)-  35 10 19.     (N)    084 49 43.     (W)     SCALED    
 FC0385* NAVD 88     -       269.722  (meters)     884.91   (feet)  ADJUSTED  
 FC0385  ___________________________________________________________________
 FC0385  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FC0385  DYNAMIC HT  -         269.456 (meters)     884.04  (feet)  COMP
 FC0385  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 FC0385
 FC0385  VERT ORDER  -  FIRST     CLASS I
 FC0385
 FC0385.The horizontal coordinates were scaled from a topographic map and have
 FC0385.an estimated accuracy of +/- 6 seconds.
 FC0385
 FC0385.The orthometric height was determined by differential leveling
 FC0385.and adjusted by the National Geodetic Survey in June 1991..
 FC0385
 FC0385.The geoid height was determined by GEOID03.
 FC0385
 FC0385.The dynamic height is computed by dividing the NAVD 88
 FC0385.geopotential number by the normal gravity value computed on the
 FC0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0385.degrees latitude (g = 980.6199 gals.).
 FC0385
 FC0385.The modeled gravity was interpolated from observed gravity values.
 FC0385
 FC0385;                    North         East    Units  Estimated Accuracy
 FC0385;SPC TN       -    93,680.      706,710.      MT  (+/- 180 meters Scaled)
 FC0385
 FC0385                          SUPERSEDED SURVEY CONTROL
 FC0385
 FC0385  NGVD 29 (??/??/92)  269.741  (m)          884.98   (f) ADJ UNCH    1 1
 FC0385
 FC0385.Superseded values are not recommended for survey control.
 FC0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0385.See file dsdata.txt to determine how the superseded data were derived.
 FC0385
 FC0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD977942(NAD 83)
 FC0385_MARKER: DB = BENCH MARK DISK
 FC0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0385_SP_SET: FOUNDATION
 FC0385_STAMPING: N 256 1968
 FC0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0385
 FC0385  HISTORY     - Date     Condition        Report By
 FC0385  HISTORY     - 1968     MONUMENTED       CGS
 FC0385  HISTORY     - 1983     GOOD             USPSQD
 FC0385
 FC0385                          STATION DESCRIPTION
 FC0385
 FC0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0385'2.9 MI NE FROM CLEVELAND.
 FC0385'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0385'STATION AT CLEVELAND, ABOUT 0.1 MILE NORTHEAST OF THE CROSSING OF
 FC0385'BLYTHE FERRY ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 FC0385'EAST CORNER OF THE CONCRETE FOUNDATION OF A LARGE ONE STORY BUILDING
 FC0385'WITH METAL SIDING BELONGING TO COLLINS MANUFACTURING COMPANY,
 FC0385'75 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 1.2
 FC0385'FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 3 FEET ABOVE
 FC0385'THE LEVEL OF THE GROUND AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 FC0385'MAIN TRACK.
 FC0385
 FC0385                          STATION RECOVERY (1983)
 FC0385
 FC0385'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0427 ***********************************************************************
 FC0427  DESIGNATION -  N 257
 FC0427  PID         -  FC0427
 FC0427  STATE/COUNTY-  TN/MCMINN
 FC0427  USGS QUAD   -  RICEVILLE (1990)
 FC0427
 FC0427                         *CURRENT SURVEY CONTROL
 FC0427  ___________________________________________________________________
 FC0427* NAD 83(1986)-  35 24 11.     (N)    084 40 32.     (W)     SCALED    
 FC0427* NAVD 88     -       254.703  (meters)     835.64   (feet)  ADJUSTED  
 FC0427  ___________________________________________________________________
 FC0427  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FC0427  DYNAMIC HT  -         254.454 (meters)     834.82  (feet)  COMP
 FC0427  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FC0427
 FC0427  VERT ORDER  -  FIRST     CLASS I
 FC0427
 FC0427.The horizontal coordinates were scaled from a topographic map and have
 FC0427.an estimated accuracy of +/- 6 seconds.
 FC0427
 FC0427.The orthometric height was determined by differential leveling
 FC0427.and adjusted by the National Geodetic Survey in June 1991..
 FC0427
 FC0427.The geoid height was determined by GEOID03.
 FC0427
 FC0427.The dynamic height is computed by dividing the NAVD 88
 FC0427.geopotential number by the normal gravity value computed on the
 FC0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0427.degrees latitude (g = 980.6199 gals.).
 FC0427
 FC0427.The modeled gravity was interpolated from observed gravity values.
 FC0427
 FC0427;                    North         East    Units  Estimated Accuracy
 FC0427;SPC TN       -   119,500.      720,300.      MT  (+/- 180 meters Scaled)
 FC0427
 FC0427                          SUPERSEDED SURVEY CONTROL
 FC0427
 FC0427  NGVD 29 (??/??/92)  254.748  (m)          835.79   (f) ADJ UNCH    1 1
 FC0427
 FC0427.Superseded values are not recommended for survey control.
 FC0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0427.See file dsdata.txt to determine how the superseded data were derived.
 FC0427
 FC0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE110202(NAD 83)
 FC0427_MARKER: DB = BENCH MARK DISK
 FC0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0427_SP_SET: CULVERT
 FC0427_STAMPING: N 257 1968
 FC0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0427
 FC0427  HISTORY     - Date     Condition        Report By
 FC0427  HISTORY     - 1968     MONUMENTED       CGS
 FC0427
 FC0427                          STATION DESCRIPTION
 FC0427
 FC0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0427'1.8 MI NE FROM RICEVILLE.
 FC0427'ABOUT 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FC0427'OFFICE AT RICEVILLE, SET IN THE TOP OF THE NORTHEAST END OF THE
 FC0427'NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT UNDER
 FC0427'BOTH LANES OF THE HIGHWAY, 25 FEET NORTHWEST OF THE CENTER LINE
 FC0427'OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 1 FOOT SOUTHWEST
 FC0427'OF THE NORTHEAST END OF THE HEAD WALL AND ABOUT 1 FOOT BELOW
 FC0427'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0871 ***********************************************************************
 FC0871  DESIGNATION -  N 258
 FC0871  PID         -  FC0871
 FC0871  STATE/COUNTY-  TN/MCMINN
 FC0871  USGS QUAD   -  NIOTA (1990)
 FC0871
 FC0871                         *CURRENT SURVEY CONTROL
 FC0871  ___________________________________________________________________
 FC0871* NAD 83(1986)-  35 32 54.     (N)    084 30 59.     (W)     SCALED    
 FC0871* NAVD 88     -       294.822  (meters)     967.26   (feet)  ADJUSTED  
 FC0871  ___________________________________________________________________
 FC0871  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FC0871  DYNAMIC HT  -         294.534 (meters)     966.32  (feet)  COMP
 FC0871  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 FC0871
 FC0871  VERT ORDER  -  FIRST     CLASS I
 FC0871
 FC0871.The horizontal coordinates were scaled from a topographic map and have
 FC0871.an estimated accuracy of +/- 6 seconds.
 FC0871
 FC0871.The orthometric height was determined by differential leveling
 FC0871.and adjusted by the National Geodetic Survey in June 1991..
 FC0871
 FC0871.The geoid height was determined by GEOID03.
 FC0871
 FC0871.The dynamic height is computed by dividing the NAVD 88
 FC0871.geopotential number by the normal gravity value computed on the
 FC0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0871.degrees latitude (g = 980.6199 gals.).
 FC0871
 FC0871.The modeled gravity was interpolated from observed gravity values.
 FC0871
 FC0871;                    North         East    Units  Estimated Accuracy
 FC0871;SPC TN       -   135,820.      734,520.      MT  (+/- 180 meters Scaled)
 FC0871
 FC0871                          SUPERSEDED SURVEY CONTROL
 FC0871
 FC0871  NGVD 29 (??/??/92)  294.886  (m)          967.47   (f) ADJ UNCH    1 1
 FC0871
 FC0871.Superseded values are not recommended for survey control.
 FC0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0871.See file dsdata.txt to determine how the superseded data were derived.
 FC0871
 FC0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE251366(NAD 83)
 FC0871_MARKER: DB = BENCH MARK DISK
 FC0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0871_SP_SET: CULVERT
 FC0871_STAMPING: N 258 1968
 FC0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0871
 FC0871  HISTORY     - Date     Condition        Report By
 FC0871  HISTORY     - 1968     MONUMENTED       CGS
 FC0871
 FC0871                          STATION DESCRIPTION
 FC0871
 FC0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0871'3.2 MI NE FROM NIOTA.
 FC0871'ABOUT 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 FC0871'CORNER OF A LARGE CEMETERY AT NIOTA, 78 1/2 FEET SOUTHWEST OF
 FC0871'THE SOUTH CORNER OF A 24-FOOT CONCRETE CULVERT OVER A SMALL
 FC0871'STREAM, SET IN THE TOP OF A ROCK LEDGE THAT THE EXPOSED PART IS
 FC0871'ABOUT 12 FEET LONG BY 1 1/2 FEET HIGH AND IS IN A 3-FOOT HIGH
 FC0871'BANK OF THE ROAD DITCH, 23 FEET SOUTHEAST OF THE CENTER LINE OF
 FC0871'THE HIGHWAY, 4 FEET NORTHEAST OF THE SOUTHWEST END OF THE LEDGE
 FC0871'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0057 ***********************************************************************
 FC0057  DESIGNATION -  N 259
 FC0057  PID         -  FC0057
 FC0057  STATE/COUNTY-  TN/LOUDON
 FC0057  USGS QUAD   -  LENOIR CITY (1986)
 FC0057
 FC0057                         *CURRENT SURVEY CONTROL
 FC0057  ___________________________________________________________________
 FC0057* NAD 83(1986)-  35 46 17.     (N)    084 17 57.     (W)     SCALED    
 FC0057* NAVD 88     -       244.740  (meters)     802.95   (feet)  ADJUSTED  
 FC0057  ___________________________________________________________________
 FC0057  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FC0057  DYNAMIC HT  -         244.506 (meters)     802.18  (feet)  COMP
 FC0057  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 FC0057
 FC0057  VERT ORDER  -  FIRST     CLASS I
 FC0057
 FC0057.The horizontal coordinates were scaled from a topographic map and have
 FC0057.an estimated accuracy of +/- 6 seconds.
 FC0057
 FC0057.The orthometric height was determined by differential leveling
 FC0057.and adjusted by the National Geodetic Survey in June 1991..
 FC0057
 FC0057.The geoid height was determined by GEOID03.
 FC0057
 FC0057.The dynamic height is computed by dividing the NAVD 88
 FC0057.geopotential number by the normal gravity value computed on the
 FC0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0057.degrees latitude (g = 980.6199 gals.).
 FC0057
 FC0057.The modeled gravity was interpolated from observed gravity values.
 FC0057
 FC0057;                    North         East    Units  Estimated Accuracy
 FC0057;SPC TN       -   160,890.      753,780.      MT  (+/- 180 meters Scaled)
 FC0057
 FC0057                          SUPERSEDED SURVEY CONTROL
 FC0057
 FC0057  NGVD 29 (??/??/92)  244.848  (m)          803.31   (f) ADJ UNCH    1 1
 FC0057
 FC0057.Superseded values are not recommended for survey control.
 FC0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0057.See file dsdata.txt to determine how the superseded data were derived.
 FC0057
 FC0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE441619(NAD 83)
 FC0057_MARKER: DB = BENCH MARK DISK
 FC0057_SETTING: 66 = SET IN ROCK OUTCROP
 FC0057_SP_SET: LEDGE
 FC0057_STAMPING: N 259 1968
 FC0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0057+STABILITY: POSITION/ELEVATION WELL
 FC0057
 FC0057  HISTORY     - Date     Condition        Report By
 FC0057  HISTORY     - 1968     MONUMENTED       CGS
 FC0057
 FC0057                          STATION DESCRIPTION
 FC0057
 FC0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FC0057'2.2 MI SW FROM LENOIR CITY.
 FC0057'ABOUT 2.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 FC0057'STATION AT LENOIR CITY, ALSO ABOUT 3.2 MILES NORTHEAST ALONG THE
 FC0057'SOUTHERN RAILWAY FROM THE STATION AT LOUDON, ABOUT 0.3 MILE
 FC0057'SOUTHWEST OF MILEPOST 156, SET IN THE TOP OF A VERY NARROW
 FC0057'LEDGE AT THE BASE OF A ROCK CUT THAT IS ABOUT 45 FEET LONG BY
 FC0057'20 FEET HIGH AND IS PART OF A LARGE ROCK BLUFF ALONG THE NORTHWEST
 FC0057'SIDE OF THE TENNESSEE RIVER, 8.2 FEET SOUTH OF THE SOUTH RAIL,
 FC0057'8 FEET EAST OF THE EAST END OF AN OVERHANGING ROCK AT THE
 FC0057'TOP OF THE WEST END OF THE CUT AND ABOUT 1/2 FOOT ABOVE THE
 FC0057'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1892 ***********************************************************************
 FB1892  DESIGNATION -  N 260
 FB1892  PID         -  FB1892
 FB1892  STATE/COUNTY-  TN/KNOX
 FB1892  USGS QUAD   -  KNOXVILLE (1978)
 FB1892
 FB1892                         *CURRENT SURVEY CONTROL
 FB1892  ___________________________________________________________________
 FB1892* NAD 83(1986)-  35 57 44.     (N)    083 56 06.     (W)     SCALED    
 FB1892* NAVD 88     -       272.666  (meters)     894.57   (feet)  ADJUSTED  
 FB1892  ___________________________________________________________________
 FB1892  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FB1892  DYNAMIC HT  -         272.414 (meters)     893.74  (feet)  COMP
 FB1892  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 FB1892
 FB1892  VERT ORDER  -  FIRST     CLASS I
 FB1892
 FB1892.The horizontal coordinates were scaled from a topographic map and have
 FB1892.an estimated accuracy of +/- 6 seconds.
 FB1892
 FB1892.The orthometric height was determined by differential leveling
 FB1892.and adjusted by the National Geodetic Survey in June 1991..
 FB1892
 FB1892.The geoid height was determined by GEOID03.
 FB1892
 FB1892.The dynamic height is computed by dividing the NAVD 88
 FB1892.geopotential number by the normal gravity value computed on the
 FB1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1892.degrees latitude (g = 980.6199 gals.).
 FB1892
 FB1892.The modeled gravity was interpolated from observed gravity values.
 FB1892
 FB1892;                    North         East    Units  Estimated Accuracy
 FB1892;SPC TN       -   182,690.      786,250.      MT  (+/- 180 meters Scaled)
 FB1892
 FB1892                          SUPERSEDED SURVEY CONTROL
 FB1892
 FB1892  NGVD 29 (??/??/92)  272.802  (m)          895.02   (f) ADJ UNCH    1 1
 FB1892
 FB1892.Superseded values are not recommended for survey control.
 FB1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1892.See file dsdata.txt to determine how the superseded data were derived.
 FB1892
 FB1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV353837(NAD 83)
 FB1892_MARKER: DB = BENCH MARK DISK
 FB1892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1892_SP_SET: PIER
 FB1892_STAMPING: N 260 1968
 FB1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1892+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 FB1892
 FB1892  HISTORY     - Date     Condition        Report By
 FB1892  HISTORY     - 1968     MONUMENTED       CGS
 FB1892  HISTORY     - 20010323 GOOD             USPSQD
 FB1892  HISTORY     - 20060112 GOOD             USPSQD
 FB1892
 FB1892                          STATION DESCRIPTION
 FB1892
 FB1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FB1892'AT KNOXVILLE.
 FB1892'AT KNOXVILLE, ABOUT 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 FB1892'FROM THE STATION, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 FB1892'SOUTHWEST END OF THE NORTHWEST PIER UNDER THE SEVENTEENTH STREET
 FB1892'SW OVERPASS OVER THE TRACK, 7 FEET NORTHWEST OF THE NORTHWEST
 FB1892'RAIL OF THE NORTHWEST ONE OF TWO TRACKS, 1.2 FEET NORTHEAST OF
 FB1892'THE SOUTHWEST END OF THE PIER, 2 1/2 FEET ABOVE THE LEVEL OF
 FB1892'THE GROUND AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 FB1892
 FB1892                          STATION RECOVERY (2001)
 FB1892
 FB1892'RECOVERY NOTE BY US POWER SQUADRON 2001 (BJS)
 FB1892'RECOVERED IN GOOD CONDITION.
 FB1892
 FB1892                          STATION RECOVERY (2006)
 FB1892
 FB1892'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB1892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1416 ***********************************************************************
 FE1416  DESIGNATION -  N 261
 FE1416  PID         -  FE1416
 FE1416  STATE/COUNTY-  TN/SHELBY
 FE1416  USGS QUAD   -  MILLINGTON (1997)
 FE1416
 FE1416                         *CURRENT SURVEY CONTROL
 FE1416  ___________________________________________________________________
 FE1416* NAD 83(1986)-  35 15 33.     (N)    089 59 40.     (W)     SCALED    
 FE1416* NAVD 88     -        72.484  (meters)     237.81   (feet)  ADJUSTED  
 FE1416  ___________________________________________________________________
 FE1416  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1416  DYNAMIC HT  -          72.420 (meters)     237.60  (feet)  COMP
 FE1416  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 FE1416
 FE1416  VERT ORDER  -  FIRST     CLASS I
 FE1416
 FE1416.The horizontal coordinates were scaled from a topographic map and have
 FE1416.an estimated accuracy of +/- 6 seconds.
 FE1416
 FE1416.The orthometric height was determined by differential leveling
 FE1416.and adjusted by the National Geodetic Survey in June 1991..
 FE1416
 FE1416.The geoid height was determined by GEOID03.
 FE1416
 FE1416.The dynamic height is computed by dividing the NAVD 88
 FE1416.geopotential number by the normal gravity value computed on the
 FE1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1416.degrees latitude (g = 980.6199 gals.).
 FE1416
 FE1416.The modeled gravity was interpolated from observed gravity values.
 FE1416
 FE1416;                    North         East    Units  Estimated Accuracy
 FE1416;SPC TN       -   110,140.      236,610.      MT  (+/- 180 meters Scaled)
 FE1416
 FE1416                          SUPERSEDED SURVEY CONTROL
 FE1416
 FE1416  NGVD 29 (??/??/??)   72.439  (m)          237.66   (f) ADJUSTED    1 1
 FE1416
 FE1416.Superseded values are not recommended for survey control.
 FE1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1416.See file dsdata.txt to determine how the superseded data were derived.
 FE1416
 FE1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE275058(NAD 83)
 FE1416_MARKER: DB = BENCH MARK DISK
 FE1416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1416_SP_SET: BRIDGE
 FE1416_STAMPING: N 261 1974
 FE1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1416
 FE1416  HISTORY     - Date     Condition        Report By
 FE1416  HISTORY     - 1974     MONUMENTED       NGS
 FE1416  HISTORY     - 20021007 POOR             USACE
 FE1416
 FE1416                          STATION DESCRIPTION
 FE1416
 FE1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1416'2.8 MI NE FROM FRAYSER.
 FE1416'ABOUT 2.75 MILES NORTHEAST ALONG U.S. HIGHWAY 51 FROM OUR LADY
 FE1416'OF SORROWS CHURCH AND SCHOOL AT FRAYSER, AT THE SOUTHWEST END OF
 FE1416'A LONG CONCRETE BRIDGE OVER LOOSAHATCHIE RIVER, 23 FEET NORTHWEST
 FE1416'OF THE CENTER LINE OF THE NORTHWEST LANE OF THE 4 LANES OF
 FE1416'HIGHWAY, SET IN THE TOP NORTHWEST END OF THE SOUTHWEST CONCRETE
 FE1416'SEAT OF BRIDGE, 4.5 FEET NORTHWEST OF CONCRETE BANNISTER AND
 FE1416'2 FEET BELOW LEVEL OF THE HIGHWAY.
 FE1416
 FE1416                          STATION RECOVERY (2002)
 FE1416
 FE1416'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1416'MARK DESTROYED DUE TO BRIDGE REBUILD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1342 ***********************************************************************
 FE1342  DESIGNATION -  N 262
 FE1342  PID         -  FE1342
 FE1342  STATE/COUNTY-  TN/TIPTON
 FE1342  USGS QUAD   -  BRIGHTON (1981)
 FE1342
 FE1342                         *CURRENT SURVEY CONTROL
 FE1342  ___________________________________________________________________
 FE1342* NAD 83(1986)-  35 29 00.     (N)    089 43 49.     (W)     SCALED    
 FE1342* NAVD 88     -       109.021  (meters)     357.68   (feet)  ADJUSTED  
 FE1342  ___________________________________________________________________
 FE1342  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 FE1342  DYNAMIC HT  -         108.927 (meters)     357.37  (feet)  COMP
 FE1342  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 FE1342
 FE1342  VERT ORDER  -  FIRST     CLASS I
 FE1342
 FE1342.The horizontal coordinates were scaled from a topographic map and have
 FE1342.an estimated accuracy of +/- 6 seconds.
 FE1342
 FE1342.The orthometric height was determined by differential leveling
 FE1342.and adjusted by the National Geodetic Survey in June 1991..
 FE1342
 FE1342.The geoid height was determined by GEOID03.
 FE1342
 FE1342.The dynamic height is computed by dividing the NAVD 88
 FE1342.geopotential number by the normal gravity value computed on the
 FE1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1342.degrees latitude (g = 980.6199 gals.).
 FE1342
 FE1342.The modeled gravity was interpolated from observed gravity values.
 FE1342
 FE1342;                    North         East    Units  Estimated Accuracy
 FE1342;SPC TN       -   134,040.      261,580.      MT  (+/- 180 meters Scaled)
 FE1342
 FE1342                          SUPERSEDED SURVEY CONTROL
 FE1342
 FE1342  NGVD 29 (??/??/??)  108.995  (m)          357.59   (f) ADJUSTED    1 1
 FE1342
 FE1342.Superseded values are not recommended for survey control.
 FE1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1342.See file dsdata.txt to determine how the superseded data were derived.
 FE1342
 FE1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE523300(NAD 83)
 FE1342_MARKER: DB = BENCH MARK DISK
 FE1342_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1342_SP_SET: 33 FEET
 FE1342_STAMPING: N 262 1674
 FE1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1342+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 FE1342
 FE1342  HISTORY     - Date     Condition        Report By
 FE1342  HISTORY     - 1974     MONUMENTED       NGS
 FE1342  HISTORY     - 20021001 GOOD             USACE
 FE1342
 FE1342                          STATION DESCRIPTION
 FE1342
 FE1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1342'AT BRIGHTON.
 FE1342'AT THE INTERSECTION OF KENTWOOD AND OLD U.S. HIGHWAY 51 IN
 FE1342'BRIGHTON, ON PROPERTY OF MRS. J.V. HOWARD OF COVINGTON, 57 FEET
 FE1342'EAST-SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 41 FEET SOUTH OF
 FE1342'THE CENTER LINE OF KENTWOOD, 40.6 FEET NORTH OF A 15-INCH GUM
 FE1342'TREE IN FENCE LINE, 15 FEET SOUTH OF A 15-INCH PECAN TREE AT
 FE1342'NORTH END OF A FENCE LINE, 19 FEET WEST OF THE CENTER LINE OF
 FE1342'A GRAVEL DRIVEWAY ON EAST SIDE OF FENCE TO THE TROTTERS
 FE1342'RESIDENCE, 0.6 FOOT WEST OF A FENCE, 0.5 FOOT EAST OF A METAL
 FE1342'WITNESS POST, 2 1/2 FEET ABOVE STREET LEVEL AND ON TOP OF A
 FE1342'COPPER COATED STEEL ROD, 1-INCH BELOW GROUND AND PROTECTED BY
 FE1342'A 4-INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 FE1342'REFUSAL DEPTH OF 33 FEET.
 FE1342
 FE1342                          STATION RECOVERY (2002)
 FE1342
 FE1342'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1692 ***********************************************************************
 FE1692  DESIGNATION -  N 263
 FE1692  PID         -  FE1692
 FE1692  STATE/COUNTY-  TN/LAUDERDALE
 FE1692  USGS QUAD   -  RIPLEY NORTH (1972)
 FE1692
 FE1692                         *CURRENT SURVEY CONTROL
 FE1692  ___________________________________________________________________
 FE1692* NAD 83(1986)-  35 46 57.     (N)    089 30 15.     (W)     SCALED    
 FE1692* NAVD 88     -       106.934  (meters)     350.83   (feet)  ADJUSTED  
 FE1692  ___________________________________________________________________
 FE1692  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 FE1692  DYNAMIC HT  -         106.843 (meters)     350.53  (feet)  COMP
 FE1692  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 FE1692
 FE1692  VERT ORDER  -  FIRST     CLASS I
 FE1692
 FE1692.The horizontal coordinates were scaled from a topographic map and have
 FE1692.an estimated accuracy of +/- 6 seconds.
 FE1692
 FE1692.The orthometric height was determined by differential leveling
 FE1692.and adjusted by the National Geodetic Survey in June 1991..
 FE1692
 FE1692.The geoid height was determined by GEOID03.
 FE1692
 FE1692.The dynamic height is computed by dividing the NAVD 88
 FE1692.geopotential number by the normal gravity value computed on the
 FE1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1692.degrees latitude (g = 980.6199 gals.).
 FE1692
 FE1692.The modeled gravity was interpolated from observed gravity values.
 FE1692
 FE1692;                    North         East    Units  Estimated Accuracy
 FE1692;SPC TN       -   166,450.      283,270.      MT  (+/- 180 meters Scaled)
 FE1692
 FE1692                          SUPERSEDED SURVEY CONTROL
 FE1692
 FE1692  NGVD 29 (??/??/??)  106.891  (m)          350.69   (f) ADJUSTED    1 1
 FE1692
 FE1692.Superseded values are not recommended for survey control.
 FE1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1692.See file dsdata.txt to determine how the superseded data were derived.
 FE1692
 FE1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE736627(NAD 83)
 FE1692_MARKER: DB = BENCH MARK DISK
 FE1692_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1692+WITH SETTING: INTO GROUND
 FE1692_STAMPING: N 263 1974
 FE1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1692+STABILITY: SURFACE MOTION
 FE1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1692+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1692
 FE1692  HISTORY     - Date     Condition        Report By
 FE1692  HISTORY     - 1974     MONUMENTED       NGS
 FE1692  HISTORY     - 20020809 GOOD             USACE
 FE1692
 FE1692                          STATION DESCRIPTION
 FE1692
 FE1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1692'2.8 MI NE FROM RIPLEY.
 FE1692'ABOUT 0.2 MILE NORTH ALONG RANDOLPH STREET FROM THE POST OFFICE
 FE1692'AT RIPLEY, THENCE 2.6 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 51,
 FE1692'113 1/2 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION WITH
 FE1692'AN ASPHALT ROAD LEADING NORTH, 92 FEET SOUTHWEST OF A POWER POLE
 FE1692'BEARING A STREET LIGHT, 46.5 FEET NORTHWEST OF THE CENTER LINE
 FE1692'OF U.S. HIGHWAY 51, 40.8 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER
 FE1692'OF A STUCCO STORE BUILDING (MRS. C.C. KIRBY), 33 FEET EAST OF THE
 FE1692'CENTER LINE OF AN ASPHALT ROAD, 34.5 FEET NORTHEAST OF THE
 FE1692'NORTHEAST END OF A 24-INCH CONCRETE PIPE CULVERT UNDER ASPHALT
 FE1692'ROAD, 2 FEET WEST OF A 4-INCH PIPE SUPPORTING A BEER SIGN, 1 1/2
 FE1692'FEET ABOVE ROAD AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL
 FE1692'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 1-INCH
 FE1692'BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS
 FE1692'FLUSH WITH THE GROUND.
 FE1692
 FE1692                          STATION RECOVERY (2002)
 FE1692
 FE1692'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0953 ***********************************************************************
 FE0953  DESIGNATION -  N 264
 FE0953  PID         -  FE0953
 FE0953  STATE/COUNTY-  TN/LAUDERDALE
 FE0953  USGS QUAD   -  FOWLKES (1983)
 FE0953
 FE0953                         *CURRENT SURVEY CONTROL
 FE0953  ___________________________________________________________________
 FE0953* NAD 83(1986)-  35 52 34.     (N)    089 23 49.     (W)     SCALED    
 FE0953* NAVD 88     -        95.763  (meters)     314.18   (feet)  ADJUSTED  
 FE0953  ___________________________________________________________________
 FE0953  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FE0953  DYNAMIC HT  -          95.681 (meters)     313.91  (feet)  COMP
 FE0953  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 FE0953
 FE0953  VERT ORDER  -  FIRST     CLASS I
 FE0953
 FE0953.The horizontal coordinates were scaled from a topographic map and have
 FE0953.an estimated accuracy of +/- 6 seconds.
 FE0953
 FE0953.The orthometric height was determined by differential leveling
 FE0953.and adjusted by the National Geodetic Survey in June 1991..
 FE0953
 FE0953.The geoid height was determined by GEOID03.
 FE0953
 FE0953.The dynamic height is computed by dividing the NAVD 88
 FE0953.geopotential number by the normal gravity value computed on the
 FE0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0953.degrees latitude (g = 980.6199 gals.).
 FE0953
 FE0953.The modeled gravity was interpolated from observed gravity values.
 FE0953
 FE0953;                    North         East    Units  Estimated Accuracy
 FE0953;SPC TN       -   176,490.      293,320.      MT  (+/- 180 meters Scaled)
 FE0953
 FE0953                          SUPERSEDED SURVEY CONTROL
 FE0953
 FE0953  NGVD 29 (??/??/??)   95.705  (m)          313.99   (f) ADJUSTED    1 1
 FE0953
 FE0953.Superseded values are not recommended for survey control.
 FE0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0953.See file dsdata.txt to determine how the superseded data were derived.
 FE0953
 FE0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE836728(NAD 83)
 FE0953_MARKER: DB = BENCH MARK DISK
 FE0953_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE0953_SP_SET: 48 FEET
 FE0953_STAMPING: N 264 1974
 FE0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE0953
 FE0953  HISTORY     - Date     Condition        Report By
 FE0953  HISTORY     - 1974     MONUMENTED       NGS
 FE0953  HISTORY     - 20020804 MARK NOT FOUND   USACE
 FE0953
 FE0953                          STATION DESCRIPTION
 FE0953
 FE0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE0953'AT HALLS.
 FE0953'AT HALLS, AT THE MUNICIPAL BUILDING (WHICH INCLUDES THE WATER
 FE0953'PLANT, CITY HALL AND THE FIRE DEPARTMENT), SET NEAR THE NORTHWEST
 FE0953'CORNER OF THE BUILDING, 70.2 FEET EAST OF THE CENTER LINE OF OLD
 FE0953'HIGHWAY 51 (CHURCH STREET), 37.1 FEET NORTH OF THE CENTER OF THE
 FE0953'ENTRANCE TO THE WATER PLANT, 6.9 FEET WEST OF THE NORTHWEST
 FE0953'CORNER OF THE BUILDING, 4.3 FEET WEST OF THE WEST FACE OF THE
 FE0953'BUILDING, 1 FOOT ABOVE HIGHWAY AND ON TOP OF A COPPER COATED
 FE0953'STEEL ROD, 0.1 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH IRON
 FE0953'PIPE THAT IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 FE0953'DEPTH OF 48 FEET.
 FE0953
 FE0953                          STATION RECOVERY (2002)
 FE0953
 FE0953'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1139 ***********************************************************************
 GD1139  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1139  DESIGNATION -  N 265
 GD1139  PID         -  GD1139
 GD1139  STATE/COUNTY-  TN/LAKE
 GD1139  USGS QUAD   -  RIDGELY (1981)
 GD1139
 GD1139                         *CURRENT SURVEY CONTROL
 GD1139  ___________________________________________________________________
 GD1139* NAD 83(1995)-  36 20 20.90474(N)    089 28 17.16864(W)     ADJUSTED  
 GD1139* NAVD 88     -        88.46   (meters)     290.2    (feet)  GPS OBS   
 GD1139  ___________________________________________________________________
 GD1139  X           -      47,452.191 (meters)                     COMP
 GD1139  Y           -  -5,143,618.930 (meters)                     COMP
 GD1139  Z           -   3,758,606.329 (meters)                     COMP
 GD1139  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GD1139  ELLIP HEIGHT-          60.06  (meters)          (05/31/05) GPS OBS
 GD1139  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1139  DYNAMIC HT  -          88.39  (meters)     290.0   (feet)  COMP
 GD1139  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 GD1139
 GD1139  HORZ ORDER  -  FIRST
 GD1139  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1139  ELLP ORDER  -  FOURTH    CLASS II
 GD1139
 GD1139.The horizontal coordinates were established by GPS observations
 GD1139.and adjusted by the National Geodetic Survey in May 2005..
 GD1139
 GD1139.The orthometric height was determined by GPS observations and a
 GD1139.high-resolution geoid model using precise GPS observation and
 GD1139.processing techniques. It supersedes the leveled height previously
 GD1139.determined for this station.
 GD1139.The vertical order pertains to the first NAVD 88 superseded value.
 GD1139
 GD1139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1139
 GD1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1139
 GD1139.The ellipsoidal height was determined by GPS observations
 GD1139.and is referenced to NAD 83.
 GD1139
 GD1139.The geoid height was determined by GEOID03.
 GD1139
 GD1139.The dynamic height is computed by dividing the NAVD 88
 GD1139.geopotential number by the normal gravity value computed on the
 GD1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1139.degrees latitude (g = 980.6199 gals.).
 GD1139
 GD1139.The modeled gravity was interpolated from observed gravity values.
 GD1139
 GD1139;                    North         East     Units Scale Factor Converg.
 GD1139;SPC TN       -   228,072.516   288,417.518   MT  0.99998717   -2 01 56.3
 GD1139;SPC TN       -   748,267.91    946,249.81   sFT  0.99998717   -2 01 56.3
 GD1139;UTM  16      - 4,024,400.853   278,192.324   MT  1.00020621   -1 27 54.3
 GD1139
 GD1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1139!SPC TN       -   0.99999057  x   0.99998717  =   0.99997774
 GD1139!UTM  16      -   0.99999057  x   1.00020621  =   1.00019678
 GD1139
 GD1139                          SUPERSEDED SURVEY CONTROL
 GD1139
 GD1139  NAVD 88 (06/15/91)   88.399  (m)          290.02   (f) ADJUSTED    1 1
 GD1139  NGVD 29 (??/??/??)   88.325  (m)          289.78   (f) ADJUSTED    1 1
 GD1139
 GD1139.Superseded values are not recommended for survey control.
 GD1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1139.See file dsdata.txt to determine how the superseded data were derived.
 GD1139
 GD1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7819224401(NAD 83)
 GD1139_MARKER: DB = BENCH MARK DISK
 GD1139_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1139+WITH SETTING: INTO GROUND
 GD1139_STAMPING: N 265 1974
 GD1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1139+STABILITY: SURFACE MOTION
 GD1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1139+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GD1139
 GD1139  HISTORY     - Date     Condition        Report By
 GD1139  HISTORY     - 1974     MONUMENTED       NGS
 GD1139  HISTORY     - 20020802 GOOD             USACE
 GD1139  HISTORY     - 20030709 GOOD             EMCINC
 GD1139
 GD1139                          STATION DESCRIPTION
 GD1139
 GD1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1139'2.60 MI S FROM TIPTONVILLE.
 GD1139'ABOUT 2.60 MILES SOUTH ALONG STATE HIGHWAY 78 FROM ITS INTERSECTION
 GD1139'WITH STATE HIGHWAYS 21 AND 22 AT TIPTONVILLE.  ALSO 5.15 MILES NORTH
 GD1139'ALONG STATE HIGHWAY 78 FROM THE LAKE COUNTY HIGHWAY COMMISSION OFFICE
 GD1139'BUILDING AT RIDGELY, ABOUT 0.7 MILE NORTH OF THE COMMUNITY OF
 GD1139'WYNNBURG, 99 FEET WEST-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 78
 GD1139'AND A PAVED ROAD LEADING WEST, 91.4 FEET WEST OF THE CENTER LINE OF
 GD1139'STATE HIGHWAY 78, 24.6 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 GD1139'CROSSING OF TRACKS AND A PAVED ROAD, 21 FEET SOUTH OF THE CENTER LINE
 GD1139'OF THE PAVED ROAD, 15.3 FEET EAST OF THE EAST RAIL OF THE TRACKS OF
 GD1139'THE ILLINOIS CENTRAL RAILROAD, 3.4 FEET SOUTH OF A POWER POLE, 0.5
 GD1139'FOOT ABOVE HIGHWAY, 1 FOOT BELOW LEVEL OF TRACKS AND ON THE TOP OF A
 GD1139'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 GD1139'THE DISK IS 0.2 FOOT BELOW GROUND AND PROTECTED BY A 4-INCH PLASTIC
 GD1139'PIPE FLUSH WITH THE GROUND.
 GD1139
 GD1139                          STATION RECOVERY (2002)
 GD1139
 GD1139'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1139'RECOVERED IN GOOD CONDITION.
 GD1139
 GD1139                          STATION RECOVERY (2003)
 GD1139
 GD1139'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1139'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1551 ***********************************************************************
 GC1551  DESIGNATION -  N 27
 GC1551  PID         -  GC1551
 GC1551  STATE/COUNTY-  TN/HUMPHREYS
 GC1551  USGS QUAD   -  MC EWEN (1982)
 GC1551
 GC1551                         *CURRENT SURVEY CONTROL
 GC1551  ___________________________________________________________________
 GC1551* NAD 83(1986)-  36 06 17.     (N)    087 42 32.     (W)     SCALED    
 GC1551* NAVD 88     -       191.403  (meters)     627.96   (feet)  ADJUSTED  
 GC1551  ___________________________________________________________________
 GC1551  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GC1551  DYNAMIC HT  -         191.237 (meters)     627.42  (feet)  COMP
 GC1551  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GC1551
 GC1551  VERT ORDER  -  FIRST     CLASS II
 GC1551
 GC1551.The horizontal coordinates were scaled from a topographic map and have
 GC1551.an estimated accuracy of +/- 6 seconds.
 GC1551
 GC1551.The orthometric height was determined by differential leveling
 GC1551.and adjusted by the National Geodetic Survey in June 1991..
 GC1551
 GC1551.The geoid height was determined by GEOID03.
 GC1551
 GC1551.The dynamic height is computed by dividing the NAVD 88
 GC1551.geopotential number by the normal gravity value computed on the
 GC1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1551.degrees latitude (g = 980.6199 gals.).
 GC1551
 GC1551.The modeled gravity was interpolated from observed gravity values.
 GC1551
 GC1551;                    North         East    Units  Estimated Accuracy
 GC1551;SPC TN       -   197,880.      446,140.      MT  (+/- 180 meters Scaled)
 GC1551
 GC1551                          SUPERSEDED SURVEY CONTROL
 GC1551
 GC1551  NGVD 29 (??/??/92)  191.424  (m)          628.03   (f) ADJ UNCH    1 2
 GC1551
 GC1551.Superseded values are not recommended for survey control.
 GC1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1551.See file dsdata.txt to determine how the superseded data were derived.
 GC1551
 GC1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE361957(NAD 83)
 GC1551_MARKER: DB = BENCH MARK DISK
 GC1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1551_STAMPING: 628.198 N 27 1934
 GC1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1551+STABILITY: SURFACE MOTION
 GC1551
 GC1551  HISTORY     - Date     Condition        Report By
 GC1551  HISTORY     - 1934     MONUMENTED       CGS
 GC1551  HISTORY     - 1948     GOOD             NGS
 GC1551  HISTORY     - 1961     GOOD             USGS
 GC1551  HISTORY     - 1972     GOOD             TVA
 GC1551
 GC1551                          STATION DESCRIPTION
 GC1551
 GC1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GC1551'4.5 MI W FROM MC EWEN.
 GC1551'4.5 MILES WEST ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 GC1551'RAILWAY FROM THE STATION AT MC EWEN, AT GORMAN, IN THE SOUTHWEST
 GC1551'ANGLE OF THE MAIN NORTHWEST-SOUTHEAST GRAVEL ROAD CROSSING, AT
 GC1551'POLE 61+18 1/2.  IN YARD AT LARGE 2-STORY WHITE FRAME HOUSE, 37
 GC1551'FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 22 FEET
 GC1551'SOUTHEAST OF THE SOUTHEAST RAIL, 23 FEET SOUTHWEST OF NORTH YARD
 GC1551'FENCE CORNER, 60 FEET NORTHWEST OF THE NORTH CORNER OF THE HOUSE,
 GC1551'1 FOOT SOUTHEAST OF FENCE LINE, ABOUT LEVEL WITH THE TRACK AND
 GC1551'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK IS
 GC1551'ABOUT 5.1 MILES EAST OF THE STATION AT WAVERLY.  NOTE-- 86.6 FT
 GC1551'N 35 DEG W OF BROWN HOUSE.
 GC1551
 GC1551                          STATION RECOVERY (1961)
 GC1551
 GC1551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GC1551'RECOVERED IN GOOD CONDITION.
 GC1551
 GC1551                          STATION RECOVERY (1972)
 GC1551
 GC1551'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0477 ***********************************************************************
 GC0477  DESIGNATION -  N 28
 GC0477  PID         -  GC0477
 GC0477  STATE/COUNTY-  TN/DAVIDSON
 GC0477  USGS QUAD   -  BELLEVUE (1983)
 GC0477
 GC0477                         *CURRENT SURVEY CONTROL
 GC0477  ___________________________________________________________________
 GC0477* NAD 83(1986)-  36 04 44.     (N)    086 59 44.     (W)     SCALED    
 GC0477* NAVD 88     -       169.437  (meters)     555.89   (feet)  ADJUSTED  
 GC0477  ___________________________________________________________________
 GC0477  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0477  DYNAMIC HT  -         169.289 (meters)     555.41  (feet)  COMP
 GC0477  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 GC0477
 GC0477  VERT ORDER  -  FIRST     CLASS II
 GC0477
 GC0477.The horizontal coordinates were scaled from a topographic map and have
 GC0477.an estimated accuracy of +/- 6 seconds.
 GC0477
 GC0477.The orthometric height was determined by differential leveling
 GC0477.and adjusted by the National Geodetic Survey in June 1991..
 GC0477
 GC0477.The geoid height was determined by GEOID03.
 GC0477
 GC0477.The dynamic height is computed by dividing the NAVD 88
 GC0477.geopotential number by the normal gravity value computed on the
 GC0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0477.degrees latitude (g = 980.6199 gals.).
 GC0477
 GC0477.The modeled gravity was interpolated from observed gravity values.
 GC0477
 GC0477;                    North         East    Units  Estimated Accuracy
 GC0477;SPC TN       -   194,130.      510,330.      MT  (+/- 180 meters Scaled)
 GC0477
 GC0477                          SUPERSEDED SURVEY CONTROL
 GC0477
 GC0477  NGVD 29 (??/??/92)  169.458  (m)          555.96   (f) ADJ UNCH    1 2
 GC0477
 GC0477.Superseded values are not recommended for survey control.
 GC0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0477.See file dsdata.txt to determine how the superseded data were derived.
 GC0477
 GC0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE004926(NAD 83)
 GC0477_MARKER: DB = BENCH MARK DISK
 GC0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0477_STAMPING: 556.242 N 28 1934
 GC0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0477+STABILITY: SURFACE MOTION
 GC0477
 GC0477  HISTORY     - Date     Condition        Report By
 GC0477  HISTORY     - 1934     MONUMENTED       CGS
 GC0477  HISTORY     - 1959     GOOD             NGS
 GC0477
 GC0477                          STATION DESCRIPTION
 GC0477
 GC0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GC0477'8.5 MI E FROM KINGSTON SPRINGS.
 GC0477'FROM A RAIL ROAD CROSSING IN KINGSTON SPRINGS, GO SOUTHEAST ON A
 GC0477'PAVED ROAD FOR 1.5 MILES, THENCE 0.2 MILE SOUTH ON A GRAVELED
 GC0477'ROAD, THENCE 4.5 MILES EAST ON THE INTERSTATE HIGHWAY, THENCE 0.5
 GC0477'MILES SOUTHEAST ON A PAVED ROAD, THENCE 1.8 MILE NORTH AND EAST
 GC0477'ON A PAVED ROAD TO A RAILROAD OVERPASS, THENCE 0.1 MILE EAST ON
 GC0477'THE RAILROAD, AT NEWSOM SIDING, 24.5 FT. NORTHEAST OF THE
 GC0477'NORTHEAST RAIL OF THE MAIN TRACK, 87.5 FT. SOUTHEAST OF THE EAST
 GC0477'CORNER OF A TELEPHONE HOUSE, 39.5 FT. WEST OF POLE 15+38, 19 FT.
 GC0477'SOUTHWEST OF THE CENTER OF A DIM ROAD PARALLELING THE TRACK, A
 GC0477'DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT
 GC0477'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2398 ***********************************************************************
 FB2398  DESIGNATION -  N 292
 FB2398  PID         -  FB2398
 FB2398  STATE/COUNTY-  TN/BLOUNT
 FB2398  USGS QUAD   -  MARYVILLE (1979)
 FB2398
 FB2398                         *CURRENT SURVEY CONTROL
 FB2398  ___________________________________________________________________
 FB2398* NAD 83(1986)-  35 49 27.     (N)    083 56 21.     (W)     SCALED    
 FB2398* NAVD 88     -       254.101  (meters)     833.66   (feet)  ADJUSTED  
 FB2398  ___________________________________________________________________
 FB2398  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB2398  DYNAMIC HT  -         253.864 (meters)     832.89  (feet)  COMP
 FB2398  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 FB2398
 FB2398  VERT ORDER  -  FIRST     CLASS II
 FB2398
 FB2398.The horizontal coordinates were scaled from a topographic map and have
 FB2398.an estimated accuracy of +/- 6 seconds.
 FB2398
 FB2398.The orthometric height was determined by differential leveling
 FB2398.and adjusted by the National Geodetic Survey in June 1991..
 FB2398
 FB2398.The geoid height was determined by GEOID03.
 FB2398
 FB2398.The dynamic height is computed by dividing the NAVD 88
 FB2398.geopotential number by the normal gravity value computed on the
 FB2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2398.degrees latitude (g = 980.6199 gals.).
 FB2398
 FB2398.The modeled gravity was interpolated from observed gravity values.
 FB2398
 FB2398;                    North         East    Units  Estimated Accuracy
 FB2398;SPC TN       -   167,370.      786,200.      MT  (+/- 180 meters Scaled)
 FB2398
 FB2398                          SUPERSEDED SURVEY CONTROL
 FB2398
 FB2398  NGVD 29 (12/12/91)  254.234  (m)          834.10   (f) ADJUSTED    1 2
 FB2398
 FB2398.Superseded values are not recommended for survey control.
 FB2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2398.See file dsdata.txt to determine how the superseded data were derived.
 FB2398
 FB2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV344684(NAD 83)
 FB2398_MARKER: DB = BENCH MARK DISK
 FB2398_SETTING: 66 = SET IN ROCK OUTCROP
 FB2398_SP_SET: ROCK OUTCROP
 FB2398_STAMPING: N 292 1983
 FB2398_MARK LOGO: NGS   
 FB2398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2398+STABILITY: POSITION/ELEVATION WELL
 FB2398
 FB2398  HISTORY     - Date     Condition        Report By
 FB2398  HISTORY     - 1983     MONUMENTED       NGS
 FB2398
 FB2398                          STATION DESCRIPTION
 FB2398
 FB2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2398'7.9 KM (4.9 MI) NNE FROM MARYVILLE.
 FB2398'7.9 KM (4.9 MI) NORTH-NORTHEAST ALONG STATE HIGHWAY 33 FROM THE
 FB2398'INTERSECTION OF WASHINGTON STREET IN MARYVILLE TO THE MARK ON THE
 FB2398'RIGHT, 40.84 METERS (134.0 FT) NORTH-NORTHWEST OF THE CENTER OF MARTIN
 FB2398'MILL PIKE, 5.90 METERS (19.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 FB2398'HIGHWAY.
 FB2398'THE MARK IS 0.63 METERS  NNW FROM A WITNESS POST.
 FB2398'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1513 ***********************************************************************
 EE1513  DESIGNATION -  N 293
 EE1513  PID         -  EE1513
 EE1513  STATE/COUNTY-  TN/MARION
 EE1513  USGS QUAD   -  NEW HOME (1982)
 EE1513
 EE1513                         *CURRENT SURVEY CONTROL
 EE1513  ___________________________________________________________________
 EE1513* NAD 83(1986)-  34 59 40.     (N)    085 30 34.     (W)     SCALED    
 EE1513* NAVD 88     -       224.570  (meters)     736.78   (feet)  ADJUSTED  
 EE1513  ___________________________________________________________________
 EE1513  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 EE1513  DYNAMIC HT  -         224.350 (meters)     736.05  (feet)  COMP
 EE1513  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 EE1513
 EE1513  VERT ORDER  -  FIRST     CLASS II
 EE1513
 EE1513.The horizontal coordinates were scaled from a topographic map and have
 EE1513.an estimated accuracy of +/- 6 seconds.
 EE1513
 EE1513.The orthometric height was determined by differential leveling
 EE1513.and adjusted by the National Geodetic Survey in June 1991..
 EE1513
 EE1513.The geoid height was determined by GEOID03.
 EE1513
 EE1513.The dynamic height is computed by dividing the NAVD 88
 EE1513.geopotential number by the normal gravity value computed on the
 EE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1513.degrees latitude (g = 980.6199 gals.).
 EE1513
 EE1513.The modeled gravity was interpolated from observed gravity values.
 EE1513
 EE1513;                    North         East    Units  Estimated Accuracy
 EE1513;SPC TN       -    73,460.      644,790.      MT  (+/- 180 meters Scaled)
 EE1513
 EE1513                          SUPERSEDED SURVEY CONTROL
 EE1513
 EE1513.No superseded survey control is available for this station.
 EE1513
 EE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD360734(NAD 83)
 EE1513_MARKER: I = METAL ROD
 EE1513_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EE1513+WITH SETTING: INFORMATION.
 EE1513_SP_SET: SHALLOW SET METAL ROD
 EE1513_STAMPING: N 293 1983
 EE1513_MARK LOGO: NGS   
 EE1513_PROJECTION: FLUSH
 EE1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1513_ROD/PIPE-DEPTH: 2.7  meters
 EE1513
 EE1513  HISTORY     - Date     Condition        Report By
 EE1513  HISTORY     - 1983     MONUMENTED       NGS
 EE1513
 EE1513                          STATION DESCRIPTION
 EE1513
 EE1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1513'1.5 KM (0.95 MI) NW FROM WHITESIDE.
 EE1513'1.5 KM (0.95 MI) NORTHWEST ALONG STATE HIGHWAY 134 FROM THE POST
 EE1513'OFFICE IN WHITESIDE, 13.29 METERS (43.6 FT) EAST OF THE CENTERLINE OF
 EE1513'THE HIGHWAY, 38.59 METERS (126.6 FT) NORTH OF THE NORTHEAST EDGE OF A
 EE1513'LARGE CULVERT HEADWALL UNDER THE HIGHWAY, 13.11 METERS (43.0 FT) WEST
 EE1513'OF THE WEST SIDE OF A SMALL STREAM, 12.37 METERS (40.6 FT) WEST OF THE
 EE1513'CENTER OF AN 18-INCH DIAMETER OAK TREE, AND 1.82 METERS (6.0 FT)
 EE1513'NORTH-NORTHWEST OF POWERLINE POLE NUMBER HB4122T.  NOTE, THE ROD WAS
 EE1513'DRIVEN TO REFUSAL.
 EE1513'THE MARK IS 0.9 METERS  SSE FROM A WITNESS POST.
 EE1513'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1652 ***********************************************************************
 FC1652  DESIGNATION -  N 294
 FC1652  PID         -  FC1652
 FC1652  STATE/COUNTY-  TN/BRADLEY
 FC1652  USGS QUAD   -  SOUTH CLEVELAND (1974)
 FC1652
 FC1652                         *CURRENT SURVEY CONTROL
 FC1652  ___________________________________________________________________
 FC1652* NAD 83(1986)-  35 08 31.     (N)    084 55 29.     (W)     SCALED    
 FC1652* NAVD 88     -       236.192  (meters)     774.91   (feet)  ADJUSTED  
 FC1652  ___________________________________________________________________
 FC1652  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FC1652  DYNAMIC HT  -         235.958 (meters)     774.14  (feet)  COMP
 FC1652  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 FC1652
 FC1652  VERT ORDER  -  FIRST     CLASS II
 FC1652
 FC1652.The horizontal coordinates were scaled from a topographic map and have
 FC1652.an estimated accuracy of +/- 6 seconds.
 FC1652
 FC1652.The orthometric height was determined by differential leveling
 FC1652.and adjusted by the National Geodetic Survey in June 1991..
 FC1652
 FC1652.The geoid height was determined by GEOID03.
 FC1652
 FC1652.The dynamic height is computed by dividing the NAVD 88
 FC1652.geopotential number by the normal gravity value computed on the
 FC1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1652.degrees latitude (g = 980.6199 gals.).
 FC1652
 FC1652.The modeled gravity was interpolated from observed gravity values.
 FC1652
 FC1652;                    North         East    Units  Estimated Accuracy
 FC1652;SPC TN       -    90,260.      697,990.      MT  (+/- 180 meters Scaled)
 FC1652
 FC1652                          SUPERSEDED SURVEY CONTROL
 FC1652
 FC1652.No superseded survey control is available for this station.
 FC1652
 FC1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD890907(NAD 83)
 FC1652_MARKER: I = METAL ROD
 FC1652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FC1652_SP_SET: STAINLESS STEEL ROD
 FC1652_STAMPING: N 294 1983
 FC1652_MARK LOGO: NGS   
 FC1652_PROJECTION: FLUSH
 FC1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1652_ROD/PIPE-DEPTH: 4.3  meters
 FC1652
 FC1652  HISTORY     - Date     Condition        Report By
 FC1652  HISTORY     - 1983     MONUMENTED       NGS
 FC1652
 FC1652                          STATION DESCRIPTION
 FC1652
 FC1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1652'3.2 KM (2.0 MI) SW FROM CLEVELAND.
 FC1652'3.2 KM (2.0 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 11 AND 64 (SOUTH LEE
 FC1652'HIGHWAY) FROM THE UNITED CHRISTIAN CHURCH IN CLEVELAND, SET IN THE
 FC1652'SOUTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 11 AND 64 AND U.S.
 FC1652'HIGHWAY 64 BY-PASS, 18.34 METERS (60.2 FT) SOUTH-SOUTHEAST OF THE
 FC1652'CENTERLINE OF U.S. HIGHWAY 11 AND 64 NORTHEAST BOUND, 20.72 METERS
 FC1652'(68.0 FT) SOUTH OF THE CENTER OF AN ON-RAMP (U.S. HIGHWAY 64 BY-PASS),
 FC1652'12.50 METERS (41.0 FT) EAST OF THE NORTHEAST CORNER OF A WIRE FENCE,
 FC1652'12.10 METERS (39.6 FT) EAST OF THE CENTER OF A BELL SYSTEM MANHOLE
 FC1652'COVER, AND 0.80 METERS (2.5 FT) WEST OF A POWERLINE POLE WITH FOUR GUY
 FC1652'WIRES.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 FC1652'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 FC1652'THE MARK IS 0.9 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB2389 ***********************************************************************
 FB2389  DESIGNATION -  N 295
 FB2389  PID         -  FB2389
 FB2389  STATE/COUNTY-  TN/BLOUNT
 FB2389  USGS QUAD   -  CALDERWOOD (1964)
 FB2389
 FB2389                         *CURRENT SURVEY CONTROL
 FB2389  ___________________________________________________________________
 FB2389* NAD 83(1986)-  35 33 19.     (N)    083 59 55.     (W)     SCALED    
 FB2389* NAVD 88     -       269.522  (meters)     884.26   (feet)  ADJUSTED  
 FB2389  ___________________________________________________________________
 FB2389  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FB2389  DYNAMIC HT  -         269.261 (meters)     883.40  (feet)  COMP
 FB2389  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 FB2389
 FB2389  VERT ORDER  -  FIRST     CLASS II
 FB2389
 FB2389.The horizontal coordinates were scaled from a topographic map and have
 FB2389.an estimated accuracy of +/- 6 seconds.
 FB2389
 FB2389.The orthometric height was determined by differential leveling
 FB2389.and adjusted by the National Geodetic Survey in June 1991..
 FB2389
 FB2389.The geoid height was determined by GEOID03.
 FB2389
 FB2389.The dynamic height is computed by dividing the NAVD 88
 FB2389.geopotential number by the normal gravity value computed on the
 FB2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2389.degrees latitude (g = 980.6199 gals.).
 FB2389
 FB2389.The modeled gravity was interpolated from observed gravity values.
 FB2389
 FB2389;                    North         East    Units  Estimated Accuracy
 FB2389;SPC TN       -   137,430.      781,440.      MT  (+/- 180 meters Scaled)
 FB2389
 FB2389                          SUPERSEDED SURVEY CONTROL
 FB2389
 FB2389  NGVD 29 (12/12/91)  269.631  (m)          884.61   (f) ADJUSTED    1 2
 FB2389
 FB2389.Superseded values are not recommended for survey control.
 FB2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2389.See file dsdata.txt to determine how the superseded data were derived.
 FB2389
 FB2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV281387(NAD 83)
 FB2389_MARKER: DB = BENCH MARK DISK
 FB2389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB2389_SP_SET: BRIDGE ABUTMENT
 FB2389_STAMPING: N 295 1983
 FB2389_MARK LOGO: NGS   
 FB2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2389+STABILITY: SURFACE MOTION
 FB2389
 FB2389  HISTORY     - Date     Condition        Report By
 FB2389  HISTORY     - 1983     MONUMENTED       NGS
 FB2389
 FB2389                          STATION DESCRIPTION
 FB2389
 FB2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2389'7.2 KM (4.5 MI) EAST FROM TALLASSEE.
 FB2389'7.2 KM (4.5 MI) EAST ALONG U.S. HIGHWAY 129 FROM THE POST OFFICE IN
 FB2389'TALLASSEE TO THE MARK ON THE RIGHT, AT THE SOUTHEAST END OF THE
 FB2389'HIGHWAY BRIDGE OVER ABRAMS CREEK, 5.49 METERS (18.0 FT) SOUTH OF THE
 FB2389'CENTERLINE OF THE HIGHWAY, 3.29 METERS (10.8 FT) NORTHWEST OF
 FB2389'TELEPHONE POLE WITH JUNCTION BOX 106 WITH ONE GUY WIRE.
 FB2389'THE MARK IS 0.20 METERS  W FROM A WITNESS POST.
 FB2389'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2125 ***********************************************************************
 FE2125  DESIGNATION -  N 297
 FE2125  PID         -  FE2125
 FE2125  STATE/COUNTY-  TN/MCNAIRY
 FE2125  USGS QUAD   -  CHEWALLA (1983)
 FE2125
 FE2125                         *CURRENT SURVEY CONTROL
 FE2125  ___________________________________________________________________
 FE2125* NAD 83(1986)-  35 04 09.     (N)    088 40 40.     (W)     SCALED    
 FE2125* NAVD 88     -       130.479  (meters)     428.08   (feet)  ADJUSTED  
 FE2125  ___________________________________________________________________
 FE2125  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FE2125  DYNAMIC HT  -         130.355 (meters)     427.67  (feet)  COMP
 FE2125  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 FE2125
 FE2125  VERT ORDER  -  FIRST     CLASS II
 FE2125
 FE2125.The horizontal coordinates were scaled from a topographic map and have
 FE2125.an estimated accuracy of +/- 6 seconds.
 FE2125
 FE2125.The orthometric height was determined by differential leveling
 FE2125.and adjusted by the National Geodetic Survey in June 1991..
 FE2125
 FE2125.The geoid height was determined by GEOID03.
 FE2125
 FE2125.The dynamic height is computed by dividing the NAVD 88
 FE2125.geopotential number by the normal gravity value computed on the
 FE2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2125.degrees latitude (g = 980.6199 gals.).
 FE2125
 FE2125.The modeled gravity was interpolated from observed gravity values.
 FE2125
 FE2125;                    North         East    Units  Estimated Accuracy
 FE2125;SPC TN       -    84,980.      355,780.      MT  (+/- 180 meters Scaled)
 FE2125
 FE2125                          SUPERSEDED SURVEY CONTROL
 FE2125
 FE2125.No superseded survey control is available for this station.
 FE2125
 FE2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD470820(NAD 83)
 FE2125_MARKER: I = METAL ROD
 FE2125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2125_SP_SET: STAINLESS STEEL ROD
 FE2125_STAMPING: N 297 1983
 FE2125_MARK LOGO: NGS   
 FE2125_PROJECTION: FLUSH
 FE2125_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2125+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 FE2125_ROD/PIPE-DEPTH: 9.75 meters
 FE2125
 FE2125  HISTORY     - Date     Condition        Report By
 FE2125  HISTORY     - 1983     MONUMENTED       NGS
 FE2125  HISTORY     - 19970430 GOOD             USE
 FE2125  HISTORY     - 20020918 GOOD             USACE
 FE2125
 FE2125                          STATION DESCRIPTION
 FE2125
 FE2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2125'5.3 KM (3.3 MI) WEST FROM RAMER.
 FE2125'5.3 KM (3.3 MI) WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2125'RAMER, TO THE MARK ON THE RIGHT, 12.41 METERS (40.7 FT) NORTH OF THE
 FE2125'CENTERLINE OF THE HIGHWAY, 19.69 METERS (64.6 FT) SOUTHEAST OF THE
 FE2125'SOUTHEAST CORNER OF A SMALL SHED, 8.32 METERS (27.3 FT) EAST-NORTHEAST
 FE2125'OF A 1 FOOT DIAMETER METAL CULVERT, 0.91 METER (3.0 FT) SOUTH OF
 FE2125'POWERLINE POLE NUMBER 142, AND 4.42 METERS (14.5 FT) NORTH OF A GUY
 FE2125'WIRE ANCHOR FOR POWERLINE POLE.
 FE2125'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 FE2125'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2125
 FE2125                          STATION RECOVERY (1997)
 FE2125
 FE2125'RECOVERY NOTE BY US ENGINEERS 1997 (JMH)
 FE2125'AS DESCRIBED.
 FE2125
 FE2125                          STATION RECOVERY (2002)
 FE2125
 FE2125'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2151 ***********************************************************************
 FE2151  CBN         -  This is a Cooperative Base Network Control Station.
 FE2151  DESIGNATION -  N 298
 FE2151  PID         -  FE2151
 FE2151  STATE/COUNTY-  TN/HARDEMAN
 FE2151  USGS QUAD   -  SAULSBURY (1981)
 FE2151
 FE2151                         *CURRENT SURVEY CONTROL
 FE2151  ___________________________________________________________________
 FE2151* NAD 83(1995)-  35 03 05.08828(N)    089 04 42.70521(W)     ADJUSTED  
 FE2151* NAVD 88     -       148.937  (meters)     488.64   (feet)  ADJUSTED  
 FE2151  ___________________________________________________________________
 FE2151  X           -      84,064.702 (meters)                     COMP
 FE2151  Y           -  -5,226,576.332 (meters)                     COMP
 FE2151  Z           -   3,642,607.357 (meters)                     COMP
 FE2151  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 FE2151  ELLIP HEIGHT-         121.17  (meters)          (08/03/04) GPS OBS
 FE2151  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 FE2151  DYNAMIC HT  -         148.795 (meters)     488.17  (feet)  COMP
 FE2151  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 FE2151
 FE2151  HORZ ORDER  -  A
 FE2151  VERT ORDER  -  FIRST     CLASS II
 FE2151  ELLP ORDER  -  FOURTH    CLASS I
 FE2151
 FE2151.The horizontal coordinates were established by GPS observations
 FE2151.and adjusted by the National Geodetic Survey in August 2004..
 FE2151
 FE2151.The orthometric height was determined by differential leveling
 FE2151.and adjusted by the National Geodetic Survey in June 1991..
 FE2151
 FE2151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2151
 FE2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2151
 FE2151.The ellipsoidal height was determined by GPS observations
 FE2151.and is referenced to NAD 83.
 FE2151
 FE2151.The geoid height was determined by GEOID03.
 FE2151
 FE2151.The dynamic height is computed by dividing the NAVD 88
 FE2151.geopotential number by the normal gravity value computed on the
 FE2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2151.degrees latitude (g = 980.6199 gals.).
 FE2151
 FE2151.The modeled gravity was interpolated from observed gravity values.
 FE2151
 FE2151;                    North         East     Units Scale Factor Converg.
 FE2151;SPC TN       -    84,089.391   319,177.406   MT  1.00004098   -1 48 08.3
 FE2151;SPC TN       -   275,883.28  1,047,167.87   sFT  1.00004098   -1 48 08.3
 FE2151;UTM  16      - 3,880,719.886   310,435.211   MT  1.00004289   -1 11 38.7
 FE2151
 FE2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2151!SPC TN       -   0.99998098  x   1.00004098  =   1.00002196
 FE2151!UTM  16      -   0.99998098  x   1.00004289  =   1.00002387
 FE2151
 FE2151                          SUPERSEDED SURVEY CONTROL
 FE2151
 FE2151  NAVD 88 (08/03/04)  148.94   (m)          488.6    (f) LEVELING    3  
 FE2151
 FE2151.Superseded values are not recommended for survey control.
 FE2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2151.See file dsdata.txt to determine how the superseded data were derived.
 FE2151
 FE2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD1043580720(NAD 83)
 FE2151_MARKER: I = METAL ROD
 FE2151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2151_SP_SET: STAINLESS STEEL ROD
 FE2151_STAMPING: N 298 1983
 FE2151_MARK LOGO: NGS   
 FE2151_PROJECTION: FLUSH
 FE2151_MAGNETIC: I = MARKER IS A STEEL ROD
 FE2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2151+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FE2151_ROD/PIPE-DEPTH: 6.70 meters
 FE2151
 FE2151  HISTORY     - Date     Condition        Report By
 FE2151  HISTORY     - 1983     MONUMENTED       NGS
 FE2151  HISTORY     - 20020923 GOOD             USACE
 FE2151  HISTORY     - 20031010 GOOD             TNDT
 FE2151  HISTORY     - 20040712 GOOD             USPSQD
 FE2151
 FE2151                          STATION DESCRIPTION
 FE2151
 FE2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2151'1.4 KM (0.8 MI) EAST FROM SAULSBURY.
 FE2151'1.4 KM (0.8 MI) EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE IN
 FE2151'SAULSBURY TO THE MARK ON THE RIGHT, 15.03 METERS (49.3 FT) SOUTH OF
 FE2151'THE CENTERLINE OF THE HIGHWAY, 22.92 METERS (75.2 FT) EAST OF A
 FE2151'CONCRETE RIGHT OF WAY MARKER, 22.28 METERS (73.1 FT) EAST OF THE
 FE2151'NORTHWEST CORNER OF A CHAIN LINK FENCE, 7.47 METERS (24.5 FT) SOUTH OF
 FE2151'A 2 FOOT DIAMETER CONCRETE CULVERT UNDER THE DRIVE TO A METAL
 FE2151'BUILDING, 3.84 METERS (12.6 FT) WEST OF THE APPROXIMATE CENTER OF THE
 FE2151'DRIVE TO THE BUILDING, AND 0.46 METER (1.5 FT) NORTH OF THE CHAIN
 FE2151'LINK FENCE.
 FE2151'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 FE2151'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2151
 FE2151                          STATION RECOVERY (2002)
 FE2151
 FE2151'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2151'RECOVERED IN GOOD CONDITION.
 FE2151
 FE2151                          STATION RECOVERY (2003)
 FE2151
 FE2151'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FE2151'RECOVERED AS DESCRIBED.
 FE2151
 FE2151                          STATION RECOVERY (2004)
 FE2151
 FE2151'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FE2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2178 ***********************************************************************
 FE2178  DESIGNATION -  N 299
 FE2178  PID         -  FE2178
 FE2178  STATE/COUNTY-  TN/FAYETTE
 FE2178  USGS QUAD   -  ROSSVILLE (1981)
 FE2178
 FE2178                         *CURRENT SURVEY CONTROL
 FE2178  ___________________________________________________________________
 FE2178* NAD 83(1986)-  35 02 39.     (N)    089 35 29.     (W)     SCALED    
 FE2178* NAVD 88     -        98.869  (meters)     324.37   (feet)  ADJUSTED  
 FE2178  ___________________________________________________________________
 FE2178  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FE2178  DYNAMIC HT  -          98.776 (meters)     324.07  (feet)  COMP
 FE2178  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 FE2178
 FE2178  VERT ORDER  -  FIRST     CLASS II
 FE2178
 FE2178.The horizontal coordinates were scaled from a topographic map and have
 FE2178.an estimated accuracy of +/- 6 seconds.
 FE2178
 FE2178.The orthometric height was determined by differential leveling
 FE2178.and adjusted by the National Geodetic Survey in June 1991..
 FE2178
 FE2178.The geoid height was determined by GEOID03.
 FE2178
 FE2178.The dynamic height is computed by dividing the NAVD 88
 FE2178.geopotential number by the normal gravity value computed on the
 FE2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2178.degrees latitude (g = 980.6199 gals.).
 FE2178
 FE2178.The modeled gravity was interpolated from observed gravity values.
 FE2178
 FE2178;                    North         East    Units  Estimated Accuracy
 FE2178;SPC TN       -    84,880.      272,380.      MT  (+/- 180 meters Scaled)
 FE2178
 FE2178                          SUPERSEDED SURVEY CONTROL
 FE2178
 FE2178.No superseded survey control is available for this station.
 FE2178
 FE2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD636810(NAD 83)
 FE2178_MARKER: I = METAL ROD
 FE2178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FE2178_SP_SET: STAINLESS STEEL ROD
 FE2178_STAMPING: N 299 1983
 FE2178_MARK LOGO: NGS   
 FE2178_PROJECTION: FLUSH
 FE2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE2178_ROD/PIPE-DEPTH: 12.2 meters
 FE2178
 FE2178  HISTORY     - Date     Condition        Report By
 FE2178  HISTORY     - 1983     MONUMENTED       NGS
 FE2178  HISTORY     - 20021001 MARK NOT FOUND   USACE
 FE2178
 FE2178                          STATION DESCRIPTION
 FE2178
 FE2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2178'5.0 KM (3.1 MI) WEST FROM ROSSVILLE.
 FE2178'0.6 KM (0.35 MI) SOUTH ALONG CHURCH STREET FROM THE POST OFFICE IN
 FE2178'ROSSVILLE, THENCE 4.4 KM (2.75 MI) WEST ALONG STATE HIGHWAY 57, AT A
 FE2178'BRIDGE OVER RUSSELL CREEK, 5.27 METERS (17.3 FT) NORTH OF THE
 FE2178'CENTERLINE OF THE HIGHWAY, AND 1.46 METERS (4.8 FT) WEST-NORTHWEST OF
 FE2178'THE NORTHWEST CORNER OF THE BRIDGE.
 FE2178'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 FE2178'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FE2178
 FE2178                          STATION RECOVERY (2002)
 FE2178
 FE2178'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2178'SUSPECTED DESTROYED DUE TO NEW BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1192 ***********************************************************************
 FD1192  DESIGNATION -  N 30
 FD1192  PID         -  FD1192
 FD1192  STATE/COUNTY-  TN/PERRY
 FD1192  USGS QUAD   -  POPE (1973)
 FD1192
 FD1192                         *CURRENT SURVEY CONTROL
 FD1192  ___________________________________________________________________
 FD1192* NAD 83(1986)-  35 37 19.     (N)    087 55 57.     (W)     SCALED    
 FD1192* NAVD 88     -       141.478  (meters)     464.17   (feet)  ADJUSTED  
 FD1192  ___________________________________________________________________
 FD1192  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FD1192  DYNAMIC HT  -         141.352 (meters)     463.75  (feet)  COMP
 FD1192  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 FD1192
 FD1192  VERT ORDER  -  FIRST     CLASS II
 FD1192
 FD1192.The horizontal coordinates were scaled from a topographic map and have
 FD1192.an estimated accuracy of +/- 6 seconds.
 FD1192
 FD1192.The orthometric height was determined by differential leveling
 FD1192.and adjusted by the National Geodetic Survey in June 1991..
 FD1192
 FD1192.The geoid height was determined by GEOID03.
 FD1192
 FD1192.The dynamic height is computed by dividing the NAVD 88
 FD1192.geopotential number by the normal gravity value computed on the
 FD1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1192.degrees latitude (g = 980.6199 gals.).
 FD1192
 FD1192.The modeled gravity was interpolated from observed gravity values.
 FD1192
 FD1192;                    North         East    Units  Estimated Accuracy
 FD1192;SPC TN       -   144,700.      424,950.      MT  (+/- 180 meters Scaled)
 FD1192
 FD1192                          SUPERSEDED SURVEY CONTROL
 FD1192
 FD1192  NGVD 29 (??/??/92)  141.483  (m)          464.18   (f) ADJ UNCH    1 2
 FD1192
 FD1192.Superseded values are not recommended for survey control.
 FD1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1192.See file dsdata.txt to determine how the superseded data were derived.
 FD1192
 FD1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE155424(NAD 83)
 FD1192_MARKER: DB = BENCH MARK DISK
 FD1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1192_STAMPING: N 30 1934
 FD1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1192+STABILITY: SURFACE MOTION
 FD1192
 FD1192  HISTORY     - Date     Condition        Report By
 FD1192  HISTORY     - 1934     MONUMENTED       CGS
 FD1192  HISTORY     - 1949     GOOD             NGS
 FD1192  HISTORY     - 1975     GOOD             TVA
 FD1192
 FD1192                          STATION DESCRIPTION
 FD1192
 FD1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FD1192'3.7 MI E FROM POPE.
 FD1192'ABOUT 3.7 MILES EAST ALONG STATE HIGHWAYS 20 AND 100 FROM THE
 FD1192'CEMETERY AT POPE, ABOUT 0.1 MILE EAST OF A CONCRETE BRIDGE WITH
 FD1192'BANISTERS, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FD1192'1 FOOT NORTH OF THE R/W FENCE LINE, 11 FEET WEST OF A FENCE
 FD1192'CORNER (RAIL FENCE NORTH), 25.5 FEET WEST OF THE CENTER OF A
 FD1192'GATE, ABOUT 20 YARDS WEST OF THE WEST END OF A LARGE BENCH CUT,
 FD1192'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 FD1192'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 FD1192'INCHES.
 FD1192
 FD1192                          STATION RECOVERY (1975)
 FD1192
 FD1192'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 FD1192'IN DESCRIPTION OF MARKER. DELETE THE FOLLOWING PORTIONS. 1. 11 FT.
 FD1192'WEST OF FENCE COR (RAIL FENCE NORTH) 2. 1.5 FT. N OF A WHITE WOOD
 FD1192'WITNESS POST. ADD TO DESCRIPTION-- STEEL FENCE POST AND SIGN SET IN
 FD1192'F/L 1.0 FT. S OF MARKER. REFS-- 2.6 E TO 6 IN. CEDAR 8.7 W TO 10 IN.
 FD1192'HACKBERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1365 ***********************************************************************
 FD1365  DESIGNATION -  N 301
 FD1365  PID         -  FD1365
 FD1365  STATE/COUNTY-  TN/LAWRENCE
 FD1365  USGS QUAD   -  ETHRIDGE (1988)
 FD1365
 FD1365                         *CURRENT SURVEY CONTROL
 FD1365  ___________________________________________________________________
 FD1365* NAD 83(1986)-  35 15 08.     (N)    087 19 36.     (W)     SCALED    
 FD1365* NAVD 88     -       277.904  (meters)     911.76   (feet)  ADJUSTED  
 FD1365  ___________________________________________________________________
 FD1365  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FD1365  DYNAMIC HT  -         277.640 (meters)     910.89  (feet)  COMP
 FD1365  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 FD1365
 FD1365  VERT ORDER  -  FIRST     CLASS II
 FD1365
 FD1365.The horizontal coordinates were scaled from a topographic map and have
 FD1365.an estimated accuracy of +/- 6 seconds.
 FD1365
 FD1365.The orthometric height was determined by differential leveling
 FD1365.and adjusted by the National Geodetic Survey in June 1991..
 FD1365
 FD1365.The geoid height was determined by GEOID03.
 FD1365
 FD1365.The dynamic height is computed by dividing the NAVD 88
 FD1365.geopotential number by the normal gravity value computed on the
 FD1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1365.degrees latitude (g = 980.6199 gals.).
 FD1365
 FD1365.The modeled gravity was interpolated from observed gravity values.
 FD1365
 FD1365;                    North         East    Units  Estimated Accuracy
 FD1365;SPC TN       -   102,770.      479,270.      MT  (+/- 180 meters Scaled)
 FD1365
 FD1365                          SUPERSEDED SURVEY CONTROL
 FD1365
 FD1365.No superseded survey control is available for this station.
 FD1365
 FD1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE702010(NAD 83)
 FD1365_MARKER: I = METAL ROD
 FD1365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FD1365_SP_SET: STAINLESS STEEL ROD
 FD1365_STAMPING: N 301 1984
 FD1365_MARK LOGO: NGS   
 FD1365_PROJECTION: FLUSH
 FD1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD1365_ROD/PIPE-DEPTH: 6.10 meters
 FD1365
 FD1365  HISTORY     - Date     Condition        Report By
 FD1365  HISTORY     - 1984     MONUMENTED       NGS
 FD1365
 FD1365                          STATION DESCRIPTION
 FD1365
 FD1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1365'1.7 KM (1.05 MI) NORTH FROM LAWRENCEBURG.
 FD1365'0.2 KM (0.1 MI) NORTH ALONG MILITARY AVENUE FROM THE POST OFFICE IN
 FD1365'LAWRENCEBURG, THENCE 0.3 KM (0.2 MI) EAST ALONG LAWRENCE STREET,
 FD1365'THENCE 1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAY 43 TO THE
 FD1365'LAWRENCEBURG MONUMENT COMPANY AND THE MARK ON THE LEFT, 20.15 METERS
 FD1365'(66.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 17.19 METERS
 FD1365'(56.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING (AT
 FD1365'PRESENT A CAR WASH), 8.17 METERS (26.8 FT) NORTH OF THE APPROXIMATE
 FD1365'CENTER OF THE NORTH ENTRANCE TO THE MONUMENT COMPANY, AND 0.61 METERS
 FD1365'(2.0 FT) SOUTH OF A LIGHT POLE.
 FD1365'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 FD1365'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1396 ***********************************************************************
 FD1396  DESIGNATION -  N 302
 FD1396  PID         -  FD1396
 FD1396  STATE/COUNTY-  TN/WILLIAMSON
 FD1396  USGS QUAD   -  SPRING HILL (1979)
 FD1396
 FD1396                         *CURRENT SURVEY CONTROL
 FD1396  ___________________________________________________________________
 FD1396* NAD 83(1986)-  35 52 22.     (N)    086 53 01.     (W)     SCALED    
 FD1396* NAVD 88     -       237.076  (meters)     777.81   (feet)  ADJUSTED  
 FD1396  ___________________________________________________________________
 FD1396  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FD1396  DYNAMIC HT  -         236.867 (meters)     777.12  (feet)  COMP
 FD1396  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 FD1396
 FD1396  VERT ORDER  -  FIRST     CLASS II
 FD1396
 FD1396.The horizontal coordinates were scaled from a topographic map and have
 FD1396.an estimated accuracy of +/- 6 seconds.
 FD1396
 FD1396.The orthometric height was determined by differential leveling
 FD1396.and adjusted by the National Geodetic Survey in June 1991..
 FD1396
 FD1396.The geoid height was determined by GEOID03.
 FD1396
 FD1396.The dynamic height is computed by dividing the NAVD 88
 FD1396.geopotential number by the normal gravity value computed on the
 FD1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1396.degrees latitude (g = 980.6199 gals.).
 FD1396
 FD1396.The modeled gravity was interpolated from observed gravity values.
 FD1396
 FD1396;                    North         East    Units  Estimated Accuracy
 FD1396;SPC TN       -   171,160.      520,210.      MT  (+/- 180 meters Scaled)
 FD1396
 FD1396                          SUPERSEDED SURVEY CONTROL
 FD1396
 FD1396.No superseded survey control is available for this station.
 FD1396
 FD1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE105698(NAD 83)
 FD1396_MARKER: DB = BENCH MARK DISK
 FD1396_SETTING: 66 = SET IN ROCK OUTCROP
 FD1396_SP_SET: ROCK OUTCROP
 FD1396_STAMPING: N 302 1984
 FD1396_MARK LOGO: NGS   
 FD1396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD1396+STABILITY: POSITION/ELEVATION WELL
 FD1396
 FD1396  HISTORY     - Date     Condition        Report By
 FD1396  HISTORY     - 1984     MONUMENTED       NGS
 FD1396
 FD1396                          STATION DESCRIPTION
 FD1396
 FD1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FD1396'6.0 KM (3.7 MI) SOUTH FROM FRANKLIN.
 FD1396'6.0 KM (3.7 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 FD1396'FRANKLIN, SET IN TOP OF ROCK OUTCROP AT THE SOUTHEAST CORNER OF THE
 FD1396'BUILDING BY COLEMAN ROAD AT THE WEST HARPETH PRIMITIVE BAPTIST CHURCH,
 FD1396'16.97 METERS (55.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FD1396'10.97 METERS (36.0 FT) NORTH OF THE CENTER OF COLEMAN ROAD,
 FD1396'4.17 METERS (13.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FD1396'BUILDING, 29.07 METERS (95.4 FT) SOUTH OF THE CENTER OF TWO DOORS AT
 FD1396'THE MAIN ENTRANCE TO THE MAIN CHURCH, AND 7.52 METERS (24.7 FT)
 FD1396'WEST-SOUTHWEST OF A TELEPHONE POLE NUMBER 943.
 FD1396'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2023 ***********************************************************************
 GC2023  DESIGNATION -  N 303
 GC2023  PID         -  GC2023
 GC2023  STATE/COUNTY-  TN/MONTGOMERY
 GC2023  USGS QUAD   -  CLARKSVILLE (1984)
 GC2023
 GC2023                         *CURRENT SURVEY CONTROL
 GC2023  ___________________________________________________________________
 GC2023* NAD 83(1986)-  36 32 29.     (N)    087 20 14.     (W)     SCALED    
 GC2023* NAVD 88     -       120.108  (meters)     394.05   (feet)  ADJUSTED  
 GC2023  ___________________________________________________________________
 GC2023  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GC2023  DYNAMIC HT  -         120.008 (meters)     393.73  (feet)  COMP
 GC2023  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 GC2023
 GC2023  VERT ORDER  -  FIRST     CLASS II
 GC2023
 GC2023.The horizontal coordinates were scaled from a topographic map and have
 GC2023.an estimated accuracy of +/- 6 seconds.
 GC2023
 GC2023.The orthometric height was determined by differential leveling
 GC2023.and adjusted by the National Geodetic Survey in June 1991..
 GC2023
 GC2023.The geoid height was determined by GEOID03.
 GC2023
 GC2023.The dynamic height is computed by dividing the NAVD 88
 GC2023.geopotential number by the normal gravity value computed on the
 GC2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2023.degrees latitude (g = 980.6199 gals.).
 GC2023
 GC2023.The modeled gravity was interpolated from observed gravity values.
 GC2023
 GC2023;                    North         East    Units  Estimated Accuracy
 GC2023;SPC TN       -   245,810.      480,260.      MT  (+/- 180 meters Scaled)
 GC2023
 GC2023                          SUPERSEDED SURVEY CONTROL
 GC2023
 GC2023.No superseded survey control is available for this station.
 GC2023
 GC2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF698440(NAD 83)
 GC2023_MARKER: I = METAL ROD
 GC2023_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2023_SP_SET: STAINLESS STEEL ROD
 GC2023_STAMPING: N 303 1984
 GC2023_MARK LOGO: NGS   
 GC2023_PROJECTION: FLUSH
 GC2023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2023_ROD/PIPE-DEPTH: 8.53 meters
 GC2023
 GC2023  HISTORY     - Date     Condition        Report By
 GC2023  HISTORY     - 1984     MONUMENTED       NGS
 GC2023
 GC2023                          STATION DESCRIPTION
 GC2023
 GC2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2023'4.9 KM (3.05 MI) NE FROM CLARKSVILLE.
 GC2023'0.6 KM (0.4 MI) NORTH-NORTHWEST ALONG THIRD STREET FROM THE POST
 GC2023'OFFICE IN CLARKSVILLE, THENCE 0.1 KM (0.05 MI) WEST SOUTHWEST ALONG
 GC2023'COLLEGE STREET, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG SECOND STREET,
 GC2023'THENCE 2.6 KM (1.6 MI) EAST ALONG KROFT STREET, THENCE 0.3 KM (0.2 MI)
 GC2023'NORTHEAST ALONG U.S. HIGHWAY 79 TO THE MARK ON THE LEFT, ALSO 3.4 KM
 GC2023'(2.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE IN ST.
 GC2023'BETHLEHEM, 15.18 METERS (49.8 FT) WEST OF THE CENTERLINE OF THE
 GC2023'HIGHWAY, 33.13 METERS (108.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 GC2023'A GAS STATION BUILDING, 9.57 METERS (31.4 FT) EAST-NORTHEAST OF THE
 GC2023'EAST END OF A CHAIN LINK FENCE, AND 3.29 METERS (10.8 FT) SOUTHWEST OF
 GC2023'THE METAL POST SUPPORTING THE KAYO GAS STATION SIGN.
 GC2023'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 GC2023'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1984 ***********************************************************************
 GC1984  DESIGNATION -  N 304
 GC1984  PID         -  GC1984
 GC1984  STATE/COUNTY-  TN/CHEATHAM
 GC1984  USGS QUAD   -  ASHLAND CITY (1987)
 GC1984
 GC1984                         *CURRENT SURVEY CONTROL
 GC1984  ___________________________________________________________________
 GC1984* NAD 83(1986)-  36 16 46.     (N)    087 04 03.     (W)     SCALED    
 GC1984* NAVD 88     -       131.507  (meters)     431.45   (feet)  ADJUSTED  
 GC1984  ___________________________________________________________________
 GC1984  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1984  DYNAMIC HT  -         131.397 (meters)     431.09  (feet)  COMP
 GC1984  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 GC1984
 GC1984  VERT ORDER  -  FIRST     CLASS II
 GC1984
 GC1984.The horizontal coordinates were scaled from a topographic map and have
 GC1984.an estimated accuracy of +/- 6 seconds.
 GC1984
 GC1984.The orthometric height was determined by differential leveling
 GC1984.and adjusted by the National Geodetic Survey in June 1991..
 GC1984
 GC1984.The geoid height was determined by GEOID03.
 GC1984
 GC1984.The dynamic height is computed by dividing the NAVD 88
 GC1984.geopotential number by the normal gravity value computed on the
 GC1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1984.degrees latitude (g = 980.6199 gals.).
 GC1984
 GC1984.The modeled gravity was interpolated from observed gravity values.
 GC1984
 GC1984;                    North         East    Units  Estimated Accuracy
 GC1984;SPC TN       -   216,450.      504,100.      MT  (+/- 180 meters Scaled)
 GC1984
 GC1984                          SUPERSEDED SURVEY CONTROL
 GC1984
 GC1984.No superseded survey control is available for this station.
 GC1984
 GC1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF939149(NAD 83)
 GC1984_MARKER: I = METAL ROD
 GC1984_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC1984_SP_SET: STAINLESS STEEL ROD
 GC1984_STAMPING: N 304 1984
 GC1984_MARK LOGO: NGS   
 GC1984_PROJECTION: RECESSED 3 CENTIMETERS
 GC1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC1984_ROD/PIPE-DEPTH: 3.66 meters
 GC1984
 GC1984  HISTORY     - Date     Condition        Report By
 GC1984  HISTORY     - 1984     MONUMENTED       NGS
 GC1984
 GC1984                          STATION DESCRIPTION
 GC1984
 GC1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC1984'IN ASHLAND CITY.
 GC1984'IN ASHLAND CITY, 0.7 KM (0.45 MI) NORTHWEST ALONG STATE HIGHWAY 12
 GC1984'FROM THE COUNTY COURTHOUSE IN ASHLAND CITY TO THE FIRST BAPTIST CHURCH
 GC1984'AND THE MARK ON THE RIGHT, 17.71 METERS (58.1 FT) NORTHEAST OF THE
 GC1984'CENTERLINE OF THE HIGHWAY, 47.30 METERS (155.2 FT) SOUTHWEST OF THE
 GC1984'NORTHWEST CORNER OF THE CHURCH PORTION OF THE FIRST BAPTIST CHURCH,
 GC1984'11.08 METERS (62.6 FT) NORTHWEST OF THE APPROXIMATE CENTER OF
 GC1984'SOUTHEAST DRIVEWAY LEADING TO THE CHURCH, 9.66 METERS (31.7 FT)
 GC1984'SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTHWEST DRIVEWAY TO THE
 GC1984'CHURCH, AND 0.49 METERS 1.6 FT) NORTHWEST OF THE NORTHWEST END OF A
 GC1984'2.5 FT HIGH BRICK WALL WITH A BELL BEHIND IT.
 GC1984'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2011 ***********************************************************************
 GC2011  DESIGNATION -  N 305
 GC2011  PID         -  GC2011
 GC2011  STATE/COUNTY-  TN/MONTGOMERY
 GC2011  USGS QUAD   -  EXCELL (1983)
 GC2011
 GC2011                         *CURRENT SURVEY CONTROL
 GC2011  ___________________________________________________________________
 GC2011* NAD 83(1986)-  36 29 28.     (N)    087 15 56.     (W)     SCALED    
 GC2011* NAVD 88     -       174.947  (meters)     573.97   (feet)  ADJUSTED  
 GC2011  ___________________________________________________________________
 GC2011  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 GC2011  DYNAMIC HT  -         174.802 (meters)     573.50  (feet)  COMP
 GC2011  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GC2011
 GC2011  VERT ORDER  -  FIRST     CLASS II
 GC2011
 GC2011.The horizontal coordinates were scaled from a topographic map and have
 GC2011.an estimated accuracy of +/- 6 seconds.
 GC2011
 GC2011.The orthometric height was determined by differential leveling
 GC2011.and adjusted by the National Geodetic Survey in June 1991..
 GC2011
 GC2011.The geoid height was determined by GEOID03.
 GC2011
 GC2011.The dynamic height is computed by dividing the NAVD 88
 GC2011.geopotential number by the normal gravity value computed on the
 GC2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC2011.degrees latitude (g = 980.6199 gals.).
 GC2011
 GC2011.The modeled gravity was interpolated from observed gravity values.
 GC2011
 GC2011;                    North         East    Units  Estimated Accuracy
 GC2011;SPC TN       -   240,140.      486,610.      MT  (+/- 180 meters Scaled)
 GC2011
 GC2011                          SUPERSEDED SURVEY CONTROL
 GC2011
 GC2011.No superseded survey control is available for this station.
 GC2011
 GC2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF762384(NAD 83)
 GC2011_MARKER: I = METAL ROD
 GC2011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GC2011_SP_SET: STAINLESS STEEL ROD
 GC2011_STAMPING: N 305 1984
 GC2011_MARK LOGO: NGS   
 GC2011_PROJECTION: FLUSH
 GC2011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GC2011_ROD/PIPE-DEPTH: 6.10 meters
 GC2011
 GC2011  HISTORY     - Date     Condition        Report By
 GC2011  HISTORY     - 1984     MONUMENTED       NGS
 GC2011
 GC2011                          STATION DESCRIPTION
 GC2011
 GC2011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GC2011'22.1 KM (13.8 MI) NW FROM CHEAP HILL.
 GC2011'22.1 KM (13.75 MI) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST
 GC2011'OFFICE IN CHEAP HILL TO THE JUNCTION OF FAWN DRIVE ON THE RIGHT AND
 GC2011'THE MARK ON THE LEFT, ACROSS THE HIGHWAY (SOUTHWEST) FROM THE LAST ONE
 GC2011'LEVEL BRICK HOUSE ON THE SOUTHEAST END, ALSO 5.5 KM (3.45 MI)
 GC2011'SOUTHEAST OF CLARKSVILLE, 17.71 METERS (58.1 FT) SOUTHWEST OF THE
 GC2011'CENTERLINE OF THE HIGHWAY, 23.74 METERS (77.9 FT) NORTHWEST OF A
 GC2011'POWERLINE POLE, 6.92 METERS (22.7 FT) SOUTH-SOUTHEAST OF A POLE
 GC2011'ANCHORING THE GUY WIRE FOR A POWERLINE POLE ACROSS THE HIGHWAY, AND
 GC2011'0.30 METERS (1.0 FT) NORTHEAST OF A WIRE FENCE.
 GC2011'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 GC2011'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2929 ***********************************************************************
 AJ2929  DESIGNATION -  N 307
 AJ2929  PID         -  AJ2929
 AJ2929  STATE/COUNTY-  TN/TROUSDALE
 AJ2929  USGS QUAD   -  HARTSVILLE (1994)
 AJ2929
 AJ2929                         *CURRENT SURVEY CONTROL
 AJ2929  ___________________________________________________________________
 AJ2929* NAD 83(1986)-  36 24 04.     (N)    086 12 36.     (W)     SCALED    
 AJ2929* NAVD 88     -       170.654  (meters)     559.89   (feet)  ADJUSTED  
 AJ2929  ___________________________________________________________________
 AJ2929  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AJ2929  DYNAMIC HT  -         170.514 (meters)     559.43  (feet)  COMP
 AJ2929  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 AJ2929
 AJ2929  VERT ORDER  -  SECOND    CLASS I
 AJ2929
 AJ2929.The horizontal coordinates were scaled from a topographic map and have
 AJ2929.an estimated accuracy of +/- 6 seconds.
 AJ2929
 AJ2929.The orthometric height was determined by differential leveling
 AJ2929.and adjusted by the National Geodetic Survey in July 2002..
 AJ2929.No vertical observational check was made to the station.
 AJ2929
 AJ2929.The geoid height was determined by GEOID03.
 AJ2929
 AJ2929.The dynamic height is computed by dividing the NAVD 88
 AJ2929.geopotential number by the normal gravity value computed on the
 AJ2929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2929.degrees latitude (g = 980.6199 gals.).
 AJ2929
 AJ2929.The modeled gravity was interpolated from observed gravity values.
 AJ2929
 AJ2929;                    North         East    Units  Estimated Accuracy
 AJ2929;SPC TN       -   229,440.      581,160.      MT  (+/- 180 meters Scaled)
 AJ2929
 AJ2929                          SUPERSEDED SURVEY CONTROL
 AJ2929
 AJ2929.No superseded survey control is available for this station.
 AJ2929
 AJ2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF708287(NAD 83)
 AJ2929_MARKER: DV = VERTICAL CONTROL DISK
 AJ2929_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2929_STAMPING: N 307 2001
 AJ2929_MARK LOGO: NGS   
 AJ2929_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2929+STABILITY: POSITION/ELEVATION WELL
 AJ2929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2929+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 AJ2929
 AJ2929  HISTORY     - Date     Condition        Report By
 AJ2929  HISTORY     - 20010205 MONUMENTED       NGS
 AJ2929
 AJ2929                          STATION DESCRIPTION
 AJ2929
 AJ2929'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ2929'0.1 KM EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AJ2929'HARTSVILLE, THENCE 1.0 KM NORTHERLY ALONG CHURCH STREET (STATE
 AJ2929'HIGHWAY 141), THENCE 4.2 KM WESTERLY ALONG STATE HIGHWAY 25, NEAR
 AJ2929'THE CENTER OF A 3 BY 5-FOOT EXPOSED ROCK OUTCROP, 44.7 M WEST OF
 AJ2929'THE CENTERLINE OF CRENSHAW ROAD, 11.2 NORTH OF THE HIGHWAY
 AJ2929'CENTERLINE, 4.7 M SOUTH OF A WITNESS POST, AND 0.3 M ABOVE THE LEVEL
 AJ2929'OF THE HIGHWAY.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ2929'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1236 ***********************************************************************
 FD1236  DESIGNATION -  N 31
 FD1236  PID         -  FD1236
 FD1236  STATE/COUNTY-  TN/LEWIS
 FD1236  USGS QUAD   -  HOHENWALD (1991)
 FD1236
 FD1236                         *CURRENT SURVEY CONTROL
 FD1236  ___________________________________________________________________
 FD1236* NAD 83(1986)-  35 32 08.     (N)    087 33 47.     (W)     SCALED    
 FD1236* NAVD 88     -       262.306  (meters)     860.58   (feet)  ADJUSTED  
 FD1236  ___________________________________________________________________
 FD1236  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FD1236  DYNAMIC HT  -         262.062 (meters)     859.78  (feet)  COMP
 FD1236  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 FD1236
 FD1236  VERT ORDER  -  FIRST     CLASS II
 FD1236
 FD1236.The horizontal coordinates were scaled from a topographic map and have
 FD1236.an estimated accuracy of +/- 6 seconds.
 FD1236
 FD1236.The orthometric height was determined by differential leveling
 FD1236.and adjusted by the National Geodetic Survey in June 1991..
 FD1236
 FD1236.The geoid height was determined by GEOID03.
 FD1236
 FD1236.The dynamic height is computed by dividing the NAVD 88
 FD1236.geopotential number by the normal gravity value computed on the
 FD1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1236.degrees latitude (g = 980.6199 gals.).
 FD1236
 FD1236.The modeled gravity was interpolated from observed gravity values.
 FD1236
 FD1236;                    North         East    Units  Estimated Accuracy
 FD1236;SPC TN       -   134,520.      458,260.      MT  (+/- 180 meters Scaled)
 FD1236
 FD1236                          SUPERSEDED SURVEY CONTROL
 FD1236
 FD1236  NGVD 29 (??/??/92)  262.282  (m)          860.50   (f) ADJ UNCH    1 2
 FD1236
 FD1236.Superseded values are not recommended for survey control.
 FD1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1236.See file dsdata.txt to determine how the superseded data were derived.
 FD1236
 FD1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE489325(NAD 83)
 FD1236_MARKER: DB = BENCH MARK DISK
 FD1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1236_STAMPING: N 31 1934
 FD1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1236+STABILITY: SURFACE MOTION
 FD1236
 FD1236  HISTORY     - Date     Condition        Report By
 FD1236  HISTORY     - 1934     MONUMENTED       CGS
 FD1236  HISTORY     - 1953     GOOD             NGS
 FD1236
 FD1236                          STATION DESCRIPTION
 FD1236
 FD1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FD1236'1.3 MI SW FROM HOHENWALD.
 FD1236'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 48 FROM THE FIRST
 FD1236'NATIONAL BANK AT HOHENWALD, LEWIS COUNTY, AT THE JUNCTION OF A
 FD1236'TRAIL LEADING NORTH-NORTHWEST, 48 FEET NORTH OF HIGHWAY 48, 18
 FD1236'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE TRAIL, 38 FEET
 FD1236'NORTHWEST OF THE SOUTHWEST END OF THE NORTH-NORTHWEST HEADWALL
 FD1236'OF A 3-FOOT SKEW CULVERT, 150 FEET NORTHWEST OF A ONE-STORY
 FD1236'FRAME HOUSE, 125 FEET SOUTHWEST OF A ONE-STORY FRAME HOUSE, 75
 FD1236'FEET SOUTHWEST TO A POWER POLE, 1.5 FEET NORTHEAST OF A WHITE
 FD1236'WOODEN WITNESS POST, 2 FEET SOUTH OF A STEEL POST WITH CONTROL
 FD1236'MARKER SIGN, AND ABOUT 1.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FD1236'A STANDARD DISK, STAMPED N 31 1934 AND SET IN THE TOP OF A
 FD1236'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0355 ***********************************************************************
 FD0355  CBN         -  This is a Cooperative Base Network Control Station.
 FD0355  DESIGNATION -  N 32
 FD0355  PID         -  FD0355
 FD0355  STATE/COUNTY-  TN/MARSHALL
 FD0355  USGS QUAD   -  BELFAST (1982)
 FD0355
 FD0355                         *CURRENT SURVEY CONTROL
 FD0355  ___________________________________________________________________
 FD0355* NAD 83(1995)-  35 29 43.87700(N)    086 43 44.79903(W)     ADJUSTED  
 FD0355* NAVD 88     -       210.578  (meters)     690.87   (feet)  ADJUSTED  
 FD0355  ___________________________________________________________________
 FD0355  X           -     296,629.561 (meters)                     COMP
 FD0355  Y           -  -5,190,379.161 (meters)                     COMP
 FD0355  Z           -   3,682,869.469 (meters)                     COMP
 FD0355  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FD0355  ELLIP HEIGHT-         182.62  (meters)          (08/03/04) GPS OBS
 FD0355  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FD0355  DYNAMIC HT  -         210.390 (meters)     690.25  (feet)  COMP
 FD0355  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 FD0355
 FD0355  HORZ ORDER  -  A
 FD0355  VERT ORDER  -  SECOND    CLASS 0
 FD0355  ELLP ORDER  -  FOURTH    CLASS I
 FD0355
 FD0355.The horizontal coordinates were established by GPS observations
 FD0355.and adjusted by the National Geodetic Survey in August 2004..
 FD0355
 FD0355.The orthometric height was determined by differential leveling
 FD0355.and adjusted by the National Geodetic Survey in June 1991..
 FD0355
 FD0355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD0355
 FD0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0355
 FD0355.The ellipsoidal height was determined by GPS observations
 FD0355.and is referenced to NAD 83.
 FD0355
 FD0355.The geoid height was determined by GEOID03.
 FD0355
 FD0355.The dynamic height is computed by dividing the NAVD 88
 FD0355.geopotential number by the normal gravity value computed on the
 FD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0355.degrees latitude (g = 980.6199 gals.).
 FD0355
 FD0355.The modeled gravity was interpolated from observed gravity values.
 FD0355
 FD0355;                    North         East     Units Scale Factor Converg.
 FD0355;SPC TN       -   129,190.418   533,847.423   MT  0.99996575   -0 25 36.7
 FD0355;SPC TN       -   423,852.23  1,751,464.42   sFT  0.99996575   -0 25 36.7
 FD0355;UTM  16      - 3,928,030.478   524,569.171   MT  0.99960744   +0 09 26.2
 FD0355
 FD0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0355!SPC TN       -   0.99997134  x   0.99996575  =   0.99993709
 FD0355!UTM  16      -   0.99997134  x   0.99960744  =   0.99957879
 FD0355
 FD0355                          SUPERSEDED SURVEY CONTROL
 FD0355
 FD0355  NAVD 88 (08/03/04)  210.58   (m)          690.9    (f) LEVELING    3  
 FD0355  NGVD 29 (??/??/92)  210.561  (m)          690.82   (f) ADJ UNCH    2 0
 FD0355
 FD0355.Superseded values are not recommended for survey control.
 FD0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0355.See file dsdata.txt to determine how the superseded data were derived.
 FD0355
 FD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2456928030(NAD 83)
 FD0355_MARKER: DB = BENCH MARK DISK
 FD0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0355_STAMPING: N 32 1934
 FD0355_MARK LOGO: CGS   
 FD0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 FD0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0355+STABILITY: SURFACE MOTION
 FD0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD0355+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 FD0355
 FD0355  HISTORY     - Date     Condition        Report By
 FD0355  HISTORY     - 1934     MONUMENTED       CGS
 FD0355  HISTORY     - 1934     GOOD             NGS
 FD0355  HISTORY     - 20010226 MARK NOT FOUND   TNDT
 FD0355  HISTORY     - 20020520 GOOD             TNDT
 FD0355  HISTORY     - 20031010 GOOD             TNDT
 FD0355
 FD0355                          STATION DESCRIPTION
 FD0355
 FD0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FD0355'1.1 MI SW FROM FARMINGTON.
 FD0355'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 FD0355'AT FARMINGTON, MARSHALL COUNTY, 150 FEET NORTH OF THE NORTH END
 FD0355'OF A BORROW PIT, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FD0355'14.2 FEET SOUTHWEST OF AN ANGLE IN THE RIGHT-OF-WAY FENCE, AND 9
 FD0355'FEET NORTHEAST OF POWER POLE 6-AL-77.  A STANDARD DISK, STAMPED N
 FD0355'32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0355
 FD0355                          STATION RECOVERY (2001)
 FD0355
 FD0355'RECOVERY NOTE BY TN DEPT OF TRANSP 2001 (TWB)
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355' 
 FD0355
 FD0355                          STATION RECOVERY (2002)
 FD0355
 FD0355'RECOVERY NOTE BY TN DEPT OF TRANSP 2002 (DWB)
 FD0355'RECOVERED IN GOOD CONDITION.
 FD0355
 FD0355                          STATION RECOVERY (2003)
 FD0355
 FD0355'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FD0355'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0271 ***********************************************************************
 FD0271  DESIGNATION -  N 33
 FD0271  PID         -  FD0271
 FD0271  STATE/COUNTY-  TN/GILES
 FD0271  USGS QUAD   -  TARPLEY (1982)
 FD0271
 FD0271                         *CURRENT SURVEY CONTROL
 FD0271  ___________________________________________________________________
 FD0271* NAD 83(1986)-  35 11 50.     (N)    086 53 00.     (W)     SCALED    
 FD0271* NAVD 88     -       316.015  (meters)    1036.79   (feet)  ADJUSTED  
 FD0271  ___________________________________________________________________
 FD0271  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 FD0271  DYNAMIC HT  -         315.721 (meters)    1035.83  (feet)  COMP
 FD0271  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 FD0271
 FD0271  VERT ORDER  -  SECOND    CLASS 0
 FD0271
 FD0271.The horizontal coordinates were scaled from a topographic map and have
 FD0271.an estimated accuracy of +/- 6 seconds.
 FD0271
 FD0271.The orthometric height was determined by differential leveling
 FD0271.and adjusted by the National Geodetic Survey in June 1991..
 FD0271
 FD0271.The geoid height was determined by GEOID03.
 FD0271
 FD0271.The dynamic height is computed by dividing the NAVD 88
 FD0271.geopotential number by the normal gravity value computed on the
 FD0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0271.degrees latitude (g = 980.6199 gals.).
 FD0271
 FD0271.The modeled gravity was interpolated from observed gravity values.
 FD0271
 FD0271;                    North         East    Units  Estimated Accuracy
 FD0271;SPC TN       -    96,210.      519,560.      MT  (+/- 180 meters Scaled)
 FD0271
 FD0271                          SUPERSEDED SURVEY CONTROL
 FD0271
 FD0271  NGVD 29 (??/??/92)  315.989  (m)         1036.71   (f) ADJ UNCH    2 0
 FD0271
 FD0271.Superseded values are not recommended for survey control.
 FD0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0271.See file dsdata.txt to determine how the superseded data were derived.
 FD0271
 FD0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED106949(NAD 83)
 FD0271_MARKER: DB = BENCH MARK DISK
 FD0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0271_STAMPING: N 33 1933
 FD0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0271+STABILITY: SURFACE MOTION
 FD0271
 FD0271  HISTORY     - Date     Condition        Report By
 FD0271  HISTORY     - 1933     MONUMENTED       CGS
 FD0271  HISTORY     - 1960     GOOD             NGS
 FD0271
 FD0271                          STATION DESCRIPTION
 FD0271
 FD0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0271'4.4 MI N FROM BUNKER HILL.
 FD0271'FROM THE POST OFFICE IN BUNKER HILL, GO NORTH ON A PAVED ROAD
 FD0271'FOR 4.4 MILES TO THE INTERSECTION OF U.S. HIGHWAY 64.  THE BENCH
 FD0271'MARK IS 150 FT. SOUTHEAST OF THE T.M. MC AFEE STORE, 30 FT. SOUTH
 FD0271'OF THE CENTER OF U.S. HIGHWAY 64, 25 FT. EAST OF THE PAVED
 FD0271'ROAD, AND 1.6 FT. EAST OF A WITNESS SIGN.  THE DISK IS SET IN
 FD0271'TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES, AND ABOUT LEVEL
 FD0271'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0287 ***********************************************************************
 FD0287  DESIGNATION -  N 34
 FD0287  PID         -  FD0287
 FD0287  STATE/COUNTY-  TN/GILES
 FD0287  USGS QUAD   -  ELKTON (1982)
 FD0287
 FD0287                         *CURRENT SURVEY CONTROL
 FD0287  ___________________________________________________________________
 FD0287* NAD 83(1986)-  35 00 52.     (N)    086 59 52.     (W)     SCALED    
 FD0287* NAVD 88     -       183.266  (meters)     601.27   (feet)  ADJUSTED  
 FD0287  ___________________________________________________________________
 FD0287  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FD0287  DYNAMIC HT  -         183.092 (meters)     600.69  (feet)  COMP
 FD0287  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 FD0287
 FD0287  VERT ORDER  -  SECOND    CLASS 0
 FD0287
 FD0287.The horizontal coordinates were scaled from a topographic map and have
 FD0287.an estimated accuracy of +/- 6 seconds.
 FD0287
 FD0287.The orthometric height was determined by differential leveling
 FD0287.and adjusted by the National Geodetic Survey in June 1991..
 FD0287
 FD0287.The geoid height was determined by GEOID03.
 FD0287
 FD0287.The dynamic height is computed by dividing the NAVD 88
 FD0287.geopotential number by the normal gravity value computed on the
 FD0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0287.degrees latitude (g = 980.6199 gals.).
 FD0287
 FD0287.The modeled gravity was interpolated from observed gravity values.
 FD0287
 FD0287;                    North         East    Units  Estimated Accuracy
 FD0287;SPC TN       -    76,040.      508,930.      MT  (+/- 180 meters Scaled)
 FD0287
 FD0287                          SUPERSEDED SURVEY CONTROL
 FD0287
 FD0287  NGVD 29 (??/??/92)  183.223  (m)          601.12   (f) ADJ UNCH    2 0
 FD0287
 FD0287.Superseded values are not recommended for survey control.
 FD0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0287.See file dsdata.txt to determine how the superseded data were derived.
 FD0287
 FD0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED002746(NAD 83)
 FD0287_MARKER: DB = BENCH MARK DISK
 FD0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FD0287_SP_SET: BRIDGE
 FD0287_STAMPING: N 34 1934
 FD0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FD0287
 FD0287  HISTORY     - Date     Condition        Report By
 FD0287  HISTORY     - 1934     MONUMENTED       CGS
 FD0287  HISTORY     - 1960     GOOD             NGS
 FD0287
 FD0287                          STATION DESCRIPTION
 FD0287
 FD0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FD0287'1 MI S FROM PROSPECT.
 FD0287'1.0 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0287'FROM PROSPECT, GILES COUNTY, AT MILEAGE L 278.5, AT BRIDGE
 FD0287'31 OVER ELK RIVER, ON THE EAST SIDE OF THE NORTH ABUTMENT, AND
 FD0287'IN THE TOP OF THE WALL.  A STANDARD DISK, STAMPED N 34 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0864 ***********************************************************************
 FD0864  DESIGNATION -  N 37
 FD0864  PID         -  FD0864
 FD0864  STATE/COUNTY-  TN/GILES
 FD0864  USGS QUAD   -  PULASKI (1984)
 FD0864
 FD0864                         *CURRENT SURVEY CONTROL
 FD0864  ___________________________________________________________________
 FD0864* NAD 83(1986)-  35 09 07.     (N)    087 01 22.     (W)     SCALED    
 FD0864* NAVD 88     -       204.631  (meters)     671.36   (feet)  ADJUSTED  
 FD0864  ___________________________________________________________________
 FD0864  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FD0864  DYNAMIC HT  -         204.438 (meters)     670.73  (feet)  COMP
 FD0864  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 FD0864
 FD0864  VERT ORDER  -  SECOND    CLASS 0
 FD0864
 FD0864.The horizontal coordinates were scaled from a topographic map and have
 FD0864.an estimated accuracy of +/- 6 seconds.
 FD0864
 FD0864.The orthometric height was determined by differential leveling
 FD0864.and adjusted by the National Geodetic Survey in June 1991..
 FD0864
 FD0864.The geoid height was determined by GEOID03.
 FD0864
 FD0864.The dynamic height is computed by dividing the NAVD 88
 FD0864.geopotential number by the normal gravity value computed on the
 FD0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0864.degrees latitude (g = 980.6199 gals.).
 FD0864
 FD0864.The modeled gravity was interpolated from observed gravity values.
 FD0864
 FD0864;                    North         East    Units  Estimated Accuracy
 FD0864;SPC TN       -    91,310.      506,810.      MT  (+/- 180 meters Scaled)
 FD0864
 FD0864                          SUPERSEDED SURVEY CONTROL
 FD0864
 FD0864  NGVD 29 (??/??/92)  204.592  (m)          671.23   (f) ADJ UNCH    2 0
 FD0864
 FD0864.Superseded values are not recommended for survey control.
 FD0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0864.See file dsdata.txt to determine how the superseded data were derived.
 FD0864
 FD0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD979898(NAD 83)
 FD0864_MARKER: DB = BENCH MARK DISK
 FD0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0864_STAMPING: N 37 1934
 FD0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0864+STABILITY: SURFACE MOTION
 FD0864
 FD0864  HISTORY     - Date     Condition        Report By
 FD0864  HISTORY     - 1934     MONUMENTED       CGS
 FD0864  HISTORY     - 1953     GOOD             TVA
 FD0864
 FD0864                          STATION DESCRIPTION
 FD0864
 FD0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FD0864'3.1 MI SE FROM PULASKI.
 FD0864'3.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FD0864'FROM THE STATION AT PULASKI, GILES COUNTY, 100 FEET SOUTHEAST
 FD0864'OF THE STATION AT CRESCENT VIEW, 15 POLES SOUTHEAST OF MILEPOST
 FD0864'L 268, 25 FEET SOUTHWEST OF THE EWING FARM ENTRANCE IN 1934,
 FD0864'AND 25 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 FD0864'DISK, STAMPED N 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FD0864'NOTE-- A STEEL POST WITH CONTROL MARKER SIGN WAS SET 2 FEET
 FD0864'SOUTH OF MONUMENT.  THERE IS A PAINTED WHITE CROSS ON TELEPHONE
 FD0864'POLE.  IT IS 42 FEET NORTHEAST OF TELEPHONE POLE.
 FD0864
 FD0864                          STATION RECOVERY (1953)
 FD0864
 FD0864'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1309 ***********************************************************************
 FC1309  DESIGNATION -  N 38
 FC1309  PID         -  FC1309
 FC1309  STATE/COUNTY-  TN/MARION
 FC1309  USGS QUAD   -  SOUTH PITTSBURG (1983)
 FC1309
 FC1309                         *CURRENT SURVEY CONTROL
 FC1309  ___________________________________________________________________
 FC1309* NAD 83(1986)-  35 04 02.     (N)    085 43 40.     (W)     SCALED    
 FC1309* NAVD 88     -       190.738  (meters)     625.78   (feet)  ADJUSTED  
 FC1309  ___________________________________________________________________
 FC1309  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FC1309  DYNAMIC HT  -         190.552 (meters)     625.17  (feet)  COMP
 FC1309  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 FC1309
 FC1309  VERT ORDER  -  SECOND    CLASS 0
 FC1309
 FC1309.The horizontal coordinates were scaled from a topographic map and have
 FC1309.an estimated accuracy of +/- 6 seconds.
 FC1309
 FC1309.The orthometric height was determined by differential leveling
 FC1309.and adjusted by the National Geodetic Survey in June 1991..
 FC1309
 FC1309.The geoid height was determined by GEOID03.
 FC1309
 FC1309.The dynamic height is computed by dividing the NAVD 88
 FC1309.geopotential number by the normal gravity value computed on the
 FC1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1309.degrees latitude (g = 980.6199 gals.).
 FC1309
 FC1309.The modeled gravity was interpolated from observed gravity values.
 FC1309
 FC1309;                    North         East    Units  Estimated Accuracy
 FC1309;SPC TN       -    81,460.      624,830.      MT  (+/- 180 meters Scaled)
 FC1309
 FC1309                          SUPERSEDED SURVEY CONTROL
 FC1309
 FC1309  NGVD 29 (??/??/92)  190.745  (m)          625.80   (f) ADJ UNCH    2 0
 FC1309
 FC1309.Superseded values are not recommended for survey control.
 FC1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1309.See file dsdata.txt to determine how the superseded data were derived.
 FC1309
 FC1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD160812(NAD 83)
 FC1309_MARKER: DB = BENCH MARK DISK
 FC1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1309_STAMPING: N 38 1934
 FC1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1309+STABILITY: SURFACE MOTION
 FC1309
 FC1309  HISTORY     - Date     Condition        Report By
 FC1309  HISTORY     - 1934     MONUMENTED       CGS
 FC1309  HISTORY     - 1963     GOOD             NGS
 FC1309  HISTORY     - 1965     MARK NOT FOUND   USGS
 FC1309  HISTORY     - 1980     GOOD             LOCSUR
 FC1309
 FC1309                          STATION DESCRIPTION
 FC1309
 FC1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FC1309'3 MI NW FROM DIXIE LEE.
 FC1309'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41-64-72
 FC1309'AND STATE ROUTES 2-27 IN DIXIE LEE GO NORTHWEST ON U.S. HIGHWAYS
 FC1309'41-64 FOR 3.0 MILES TO THE MARK SET AT THE SOUTHEAST END OF A
 FC1309'FILL, 130 FEET NORTH OF THE JUNCTION OF U.S. HIGHWAYS 41-64 AND
 FC1309'A DIRT ROAD, 75.3 FEET EAST OF A POWER LINE POLE, 37 FEET
 FC1309'NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 41-64, 36.0 FEET
 FC1309'EAST OF THE EAST END OF A METAL GUARDRAIL, 26 FEET WEST OF
 FC1309'THE CENTER OF A DIRT ROAD, 2.0 FEET SOUTHWEST OF A WIRE FENCE,
 FC1309'AND 1.2 FEET SOUTHWEST OF A METAL WITNESS POST.  A STANDARD
 FC1309'DISK SET IN THE TOP OF A CONCRETE POST, FLUSH, AND ABOUT LEVEL
 FC1309'WITH THE HIGHWAY.
 FC1309
 FC1309                          STATION RECOVERY (1965)
 FC1309
 FC1309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FC1309'MARK NOT FOUND.
 FC1309
 FC1309                          STATION RECOVERY (1980)
 FC1309
 FC1309'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FC1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0444 ***********************************************************************
 EE0444  DESIGNATION -  N 39
 EE0444  PID         -  EE0444
 EE0444  STATE/COUNTY-  TN/HAMILTON
 EE0444  USGS QUAD   -  EAST RIDGE (1982)
 EE0444
 EE0444                         *CURRENT SURVEY CONTROL
 EE0444  ___________________________________________________________________
 EE0444* NAD 83(1986)-  34 59 21.     (N)    085 09 32.     (W)     SCALED    
 EE0444* NAVD 88     -       210.701  (meters)     691.27   (feet)  ADJUSTED  
 EE0444  ___________________________________________________________________
 EE0444  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 EE0444  DYNAMIC HT  -         210.492 (meters)     690.59  (feet)  COMP
 EE0444  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 EE0444
 EE0444  VERT ORDER  -  SECOND    CLASS 0
 EE0444
 EE0444.The horizontal coordinates were scaled from a topographic map and have
 EE0444.an estimated accuracy of +/- 6 seconds.
 EE0444
 EE0444.The orthometric height was determined by differential leveling
 EE0444.and adjusted by the National Geodetic Survey in June 1991..
 EE0444.WARNING-Repeat measurements at this control monument indicate possible
 EE0444.vertical movement.
 EE0444
 EE0444.The geoid height was determined by GEOID03.
 EE0444
 EE0444.The dynamic height is computed by dividing the NAVD 88
 EE0444.geopotential number by the normal gravity value computed on the
 EE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0444.degrees latitude (g = 980.6199 gals.).
 EE0444
 EE0444.The modeled gravity was interpolated from observed gravity values.
 EE0444
 EE0444;                    North         East    Units  Estimated Accuracy
 EE0444;SPC TN       -    73,100.      676,800.      MT  (+/- 180 meters Scaled)
 EE0444
 EE0444                          SUPERSEDED SURVEY CONTROL
 EE0444
 EE0444  NGVD 29 (??/??/92)  210.718  (m)          691.33   (f) ADJ UNCH    2 0
 EE0444
 EE0444.Superseded values are not recommended for survey control.
 EE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0444.See file dsdata.txt to determine how the superseded data were derived.
 EE0444
 EE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD680733(NAD 83)
 EE0444_MARKER: DB = BENCH MARK DISK
 EE0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0444_STAMPING: N 39 1934
 EE0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0444+STABILITY: SURFACE MOTION
 EE0444
 EE0444  HISTORY     - Date     Condition        Report By
 EE0444  HISTORY     - 1934     MONUMENTED       CGS
 EE0444  HISTORY     - 1972     GOOD             NGS
 EE0444
 EE0444                          STATION DESCRIPTION
 EE0444
 EE0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0444'1.2 MI NW FROM GRAYSVILLE.
 EE0444'ABOUT 1.25 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 EE0444'RAILROAD FROM THE CROSSING OF THE RAILROAD AND A PAVED ROAD AT
 EE0444'GRAYSVILLE, 10 POLES NORTHWEST OF THE TENNESSEE-GEORGIA STATE
 EE0444'LINE, 53 1/2 FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 EE0444'AND A PAVED ROAD, 69 FEET SOUTHWEST OF MILEPOST 121/20, 43 FEET
 EE0444'SOUTHWEST OF THE SOUTHWEST RAIL, 12 FEET SOUTHWEST OF THE CENTER
 EE0444'LINE OF A PAVED ROAD, 10 FEET SOUTHEAST OF THE CENTER OF A
 EE0444'JUNCTION OF THE PAVED ROAD AND A DRIVEWAY, IN THE NORTH CORNER
 EE0444'OF A LAWN AT A FARMHOUSE, 59.8 FEET NORTH OF THE NORTH CORNER
 EE0444'OF THE FARMHOUSE, 23 FEET EAST-NORTHEAST OF A 5-FOOT OAK TREE,
 EE0444'19 1/2 FEET NORTHWEST OF AN 8-INCH CEDAR TREE, ABOUT 2 FEET BELOW
 EE0444'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST THAT
 EE0444'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1155 ***********************************************************************
 FC1155  DESIGNATION -  N 40
 FC1155  PID         -  FC1155
 FC1155  STATE/COUNTY-  TN/MARION
 FC1155  USGS QUAD   -  KETNER GAP (1976)
 FC1155
 FC1155                         *CURRENT SURVEY CONTROL
 FC1155  ___________________________________________________________________
 FC1155* NAD 83(1986)-  35 09 35.     (N)    085 24 22.     (W)     SCALED    
 FC1155* NAVD 88     -       471.374  (meters)    1546.50   (feet)  ADJUSTED  
 FC1155  ___________________________________________________________________
 FC1155  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 FC1155  DYNAMIC HT  -         470.902 (meters)    1544.95  (feet)  COMP
 FC1155  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 FC1155
 FC1155  VERT ORDER  -  SECOND    CLASS 0
 FC1155
 FC1155.The horizontal coordinates were scaled from a topographic map and have
 FC1155.an estimated accuracy of +/- 6 seconds.
 FC1155
 FC1155.The orthometric height was determined by differential leveling
 FC1155.and adjusted by the National Geodetic Survey in June 1991..
 FC1155
 FC1155.The geoid height was determined by GEOID03.
 FC1155
 FC1155.The dynamic height is computed by dividing the NAVD 88
 FC1155.geopotential number by the normal gravity value computed on the
 FC1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1155.degrees latitude (g = 980.6199 gals.).
 FC1155
 FC1155.The modeled gravity was interpolated from observed gravity values.
 FC1155
 FC1155;                    North         East    Units  Estimated Accuracy
 FC1155;SPC TN       -    91,850.      654,110.      MT  (+/- 180 meters Scaled)
 FC1155
 FC1155                          SUPERSEDED SURVEY CONTROL
 FC1155
 FC1155  NGVD 29 (??/??/92)  471.402  (m)         1546.59   (f) ADJ UNCH    2 0
 FC1155
 FC1155.Superseded values are not recommended for survey control.
 FC1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1155.See file dsdata.txt to determine how the superseded data were derived.
 FC1155
 FC1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD451919(NAD 83)
 FC1155_MARKER: DB = BENCH MARK DISK
 FC1155_SETTING: 66 = SET IN ROCK OUTCROP
 FC1155_SP_SET: BEDROCK
 FC1155_STAMPING: N 40 1934
 FC1155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1155+STABILITY: POSITION/ELEVATION WELL
 FC1155
 FC1155  HISTORY     - Date     Condition        Report By
 FC1155  HISTORY     - 1934     MONUMENTED       CGS
 FC1155
 FC1155                          STATION DESCRIPTION
 FC1155
 FC1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FC1155'11.5 MI W FROM CHATTANOOGA.
 FC1155'IN MARION COUNTY, 11.5 MILES WEST ALONG STATE HIGHWAY 27 FROM
 FC1155'THE MARKET STREET BRIDGE OVER TENNESSEE RIVER AT CHATTANOOGA,
 FC1155'HAMILTON COUNTY, 2.5 MILES WEST OF THE MARION-HAMILTON COUNTY
 FC1155'LINE, 15 FEET WEST OF A CULVERT, 10 FEET SOUTH OF THE HIGHWAY,
 FC1155'AND IN THE TOP OF A LEDGE OF BEDROCK.  A STANDARD DISK, STAMPED
 FC1155'N 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0981 ***********************************************************************
 FC0981  DESIGNATION -  N 42
 FC0981  PID         -  FC0981
 FC0981  STATE/COUNTY-  TN/BLEDSOE
 FC0981  USGS QUAD   -  MELVINE (1977)
 FC0981
 FC0981                         *CURRENT SURVEY CONTROL
 FC0981  ___________________________________________________________________
 FC0981* NAD 83(1986)-  35 43 57.     (N)    085 03 27.     (W)     SCALED    
 FC0981* NAVD 88     -       294.213  (meters)     965.26   (feet)  ADJUSTED  
 FC0981  ___________________________________________________________________
 FC0981  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FC0981  DYNAMIC HT  -         293.937 (meters)     964.36  (feet)  COMP
 FC0981  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 FC0981
 FC0981  VERT ORDER  -  SECOND    CLASS 0
 FC0981
 FC0981.The horizontal coordinates were scaled from a topographic map and have
 FC0981.an estimated accuracy of +/- 6 seconds.
 FC0981
 FC0981.The orthometric height was determined by differential leveling
 FC0981.and adjusted by the National Geodetic Survey in June 1991..
 FC0981
 FC0981.The geoid height was determined by GEOID03.
 FC0981
 FC0981.The dynamic height is computed by dividing the NAVD 88
 FC0981.geopotential number by the normal gravity value computed on the
 FC0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0981.degrees latitude (g = 980.6199 gals.).
 FC0981
 FC0981.The modeled gravity was interpolated from observed gravity values.
 FC0981
 FC0981;                    North         East    Units  Estimated Accuracy
 FC0981;SPC TN       -   155,650.      685,260.      MT  (+/- 180 meters Scaled)
 FC0981
 FC0981                          SUPERSEDED SURVEY CONTROL
 FC0981
 FC0981  NGVD 29 (??/??/92)  294.264  (m)          965.43   (f) ADJ UNCH    2 0
 FC0981
 FC0981.Superseded values are not recommended for survey control.
 FC0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0981.See file dsdata.txt to determine how the superseded data were derived.
 FC0981
 FC0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE756560(NAD 83)
 FC0981_MARKER: DB = BENCH MARK DISK
 FC0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0981_STAMPING: N 42 1934
 FC0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0981+STABILITY: SURFACE MOTION
 FC0981
 FC0981  HISTORY     - Date     Condition        Report By
 FC0981  HISTORY     - 1934     MONUMENTED       CGS
 FC0981  HISTORY     - 1934     GOOD             NGS
 FC0981
 FC0981                          STATION DESCRIPTION
 FC0981
 FC0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0981'AT MELVINE.
 FC0981'AT MELVINE, BLEDSOE COUNTY, ON STATE HIGHWAY 28, 38 YARDS
 FC0981'SOUTHEAST OF THE SOUTHWEST CORNER OF THE PATTON HIGH SCHOOL,
 FC0981'38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET EAST
 FC0981'OF THE EAST EDGE OF A FENCE STILE, AND 7 FEET NORTH OF A WOODEN
 FC0981'FENCE.  A STANDARD DISK, STAMPED N 42 1934 AND SET IN THE TOP
 FC0981'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1026 ***********************************************************************
 FC1026  DESIGNATION -  N 43
 FC1026  PID         -  FC1026
 FC1026  STATE/COUNTY-  TN/VAN BUREN
 FC1026  USGS QUAD   -  SPENCER (1974)
 FC1026
 FC1026                         *CURRENT SURVEY CONTROL
 FC1026  ___________________________________________________________________
 FC1026* NAD 83(1986)-  35 44 00.     (N)    085 23 13.     (W)     SCALED    
 FC1026* NAVD 88     -       364.670  (meters)    1196.42   (feet)  ADJUSTED  
 FC1026  ___________________________________________________________________
 FC1026  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FC1026  DYNAMIC HT  -         364.329 (meters)    1195.30  (feet)  COMP
 FC1026  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FC1026
 FC1026  VERT ORDER  -  SECOND    CLASS 0
 FC1026
 FC1026.The horizontal coordinates were scaled from a topographic map and have
 FC1026.an estimated accuracy of +/- 6 seconds.
 FC1026
 FC1026.The orthometric height was determined by differential leveling
 FC1026.and adjusted by the National Geodetic Survey in June 1991..
 FC1026
 FC1026.The geoid height was determined by GEOID03.
 FC1026
 FC1026.The dynamic height is computed by dividing the NAVD 88
 FC1026.geopotential number by the normal gravity value computed on the
 FC1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1026.degrees latitude (g = 980.6199 gals.).
 FC1026
 FC1026.The modeled gravity was interpolated from observed gravity values.
 FC1026
 FC1026;                    North         East    Units  Estimated Accuracy
 FC1026;SPC TN       -   155,500.      655,460.      MT  (+/- 180 meters Scaled)
 FC1026
 FC1026                          SUPERSEDED SURVEY CONTROL
 FC1026
 FC1026  NGVD 29 (??/??/92)  364.719  (m)         1196.58   (f) ADJ UNCH    2 0
 FC1026
 FC1026.Superseded values are not recommended for survey control.
 FC1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1026.See file dsdata.txt to determine how the superseded data were derived.
 FC1026
 FC1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE458555(NAD 83)
 FC1026_MARKER: DB = BENCH MARK DISK
 FC1026_SETTING: 66 = SET IN ROCK OUTCROP
 FC1026_SP_SET: BEDROCK
 FC1026_STAMPING: N 43 1934
 FC1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1026+STABILITY: POSITION/ELEVATION WELL
 FC1026
 FC1026  HISTORY     - Date     Condition        Report By
 FC1026  HISTORY     - 1934     MONUMENTED       CGS
 FC1026  HISTORY     - 1953     GOOD             NGS
 FC1026
 FC1026                          STATION DESCRIPTION
 FC1026
 FC1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FC1026'6.1 MI SE FROM SPENCER.
 FC1026'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM SPENCER, VAN
 FC1026'BUREN COUNTY, 0.9 MILE EAST UP THE MOUNTAIN FROM CANEY CREEK,
 FC1026'JUST NORTH OF A RAVINE, IN BEDROCK, AND 30 FEET NORTHEAST OF THE
 FC1026'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2307 ***********************************************************************
 GA2307  DESIGNATION -  N 45
 GA2307  PID         -  GA2307
 GA2307  STATE/COUNTY-  TN/UNION
 GA2307  USGS QUAD   -  GRAVESTON (1987)
 GA2307
 GA2307                         *CURRENT SURVEY CONTROL
 GA2307  ___________________________________________________________________
 GA2307* NAD 83(1986)-  36 10 34.     (N)    083 46 08.     (W)     SCALED    
 GA2307* NAVD 88     -       306.821  (meters)    1006.63   (feet)  ADJUSTED  
 GA2307  ___________________________________________________________________
 GA2307  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA2307  DYNAMIC HT  -         306.540 (meters)    1005.71  (feet)  COMP
 GA2307  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 GA2307
 GA2307  VERT ORDER  -  SECOND    CLASS 0
 GA2307
 GA2307.The horizontal coordinates were scaled from a topographic map and have
 GA2307.an estimated accuracy of +/- 6 seconds.
 GA2307
 GA2307.The orthometric height was determined by differential leveling
 GA2307.and adjusted by the National Geodetic Survey in June 1991..
 GA2307
 GA2307.The geoid height was determined by GEOID03.
 GA2307
 GA2307.The dynamic height is computed by dividing the NAVD 88
 GA2307.geopotential number by the normal gravity value computed on the
 GA2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2307.degrees latitude (g = 980.6199 gals.).
 GA2307
 GA2307.The modeled gravity was interpolated from observed gravity values.
 GA2307
 GA2307;                    North         East    Units  Estimated Accuracy
 GA2307;SPC TN       -   206,740.      800,690.      MT  (+/- 180 meters Scaled)
 GA2307
 GA2307                          SUPERSEDED SURVEY CONTROL
 GA2307
 GA2307  NGVD 29 (??/??/92)  306.893  (m)         1006.86   (f) ADJ UNCH    2 0
 GA2307
 GA2307.Superseded values are not recommended for survey control.
 GA2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2307.See file dsdata.txt to determine how the superseded data were derived.
 GA2307
 GA2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA509070(NAD 83)
 GA2307_MARKER: DB = BENCH MARK DISK
 GA2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2307_STAMPING: N 45 1934
 GA2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2307+STABILITY: SURFACE MOTION
 GA2307
 GA2307  HISTORY     - Date     Condition        Report By
 GA2307  HISTORY     - 1934     MONUMENTED       CGS
 GA2307  HISTORY     - 1950     GOOD             NGS
 GA2307
 GA2307                          STATION DESCRIPTION
 GA2307
 GA2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GA2307'2.3 MI SW FROM LUTTRELL.
 GA2307'2.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2307'AT LUTTRELL, UNION COUNTY, 13-3/4 RAILS NORTH OF MILEPOST 19, AT
 GA2307'A FARM-ROAD CROSSING AT THE POINT WHERE A GRADED ROAD TURNS WEST
 GA2307'AWAY FROM THE TRACK, 20 FEET SOUTH OF THE CROSSING, 16 FEET WEST
 GA2307'OF THE WEST RAIL, AND NEAR A STEEL POST WITH A CONTROL-MARKER
 GA2307'SIGN.  A STANDARD DISK, STAMPED N 45 1934 AND SET IN THE TOP OF A
 GA2307'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2685 ***********************************************************************
 GA2685  DESIGNATION -  N 46
 GA2685  PID         -  GA2685
 GA2685  STATE/COUNTY-  TN/CLAIBORNE
 GA2685  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA2685
 GA2685                         *CURRENT SURVEY CONTROL
 GA2685  ___________________________________________________________________
 GA2685* NAD 83(1986)-  36 35 35.     (N)    083 40 24.     (W)     SCALED    
 GA2685* NAVD 88     -       395.190  (meters)    1296.55   (feet)  ADJUSTED  
 GA2685  ___________________________________________________________________
 GA2685  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GA2685  DYNAMIC HT  -         394.843 (meters)    1295.41  (feet)  COMP
 GA2685  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 GA2685
 GA2685  VERT ORDER  -  SECOND    CLASS 0
 GA2685
 GA2685.The horizontal coordinates were scaled from a topographic map and have
 GA2685.an estimated accuracy of +/- 6 seconds.
 GA2685
 GA2685.The orthometric height was determined by differential leveling
 GA2685.and adjusted by the National Geodetic Survey in June 1991..
 GA2685
 GA2685.The geoid height was determined by GEOID03.
 GA2685
 GA2685.The dynamic height is computed by dividing the NAVD 88
 GA2685.geopotential number by the normal gravity value computed on the
 GA2685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2685.degrees latitude (g = 980.6199 gals.).
 GA2685
 GA2685.The modeled gravity was interpolated from observed gravity values.
 GA2685
 GA2685;                    North         East    Units  Estimated Accuracy
 GA2685;SPC TN       -   253,200.      808,190.      MT  (+/- 180 meters Scaled)
 GA2685
 GA2685                          SUPERSEDED SURVEY CONTROL
 GA2685
 GA2685  NGVD 29 (??/??/92)  395.330  (m)         1297.01   (f) ADJ UNCH    2 0
 GA2685
 GA2685.Superseded values are not recommended for survey control.
 GA2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2685.See file dsdata.txt to determine how the superseded data were derived.
 GA2685
 GA2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA608530(NAD 83)
 GA2685_MARKER: DB = BENCH MARK DISK
 GA2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2685_STAMPING: N 46 1934
 GA2685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2685+STABILITY: SURFACE MOTION
 GA2685
 GA2685  HISTORY     - Date     Condition        Report By
 GA2685  HISTORY     - 1934     MONUMENTED       CGS
 GA2685  HISTORY     - 1959     MARK NOT FOUND   USGS
 GA2685
 GA2685                          STATION DESCRIPTION
 GA2685
 GA2685'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GA2685'0.5 MI S FROM CUMBERLAND GAP.
 GA2685'0.5 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GA2685'AT CUMBERLAND GAP, CLAIBORNE COUNTY, 1.0 MILE NORTH OF TIPRELL, NEAR
 GA2685'MILEAGE 64.2, 7 RAILS SOUTH OF A COAL TIPPLE INCLINED-TRACK
 GA2685'SWITCH, 3 RAILS NORTH OF A ROAD CROSSING, AND 20 FEET EAST OF THE
 GA2685'TRACK.  A STANDARD DISK, STAMPED N 46 1934 AND SET IN THE TOP OF
 GA2685'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0969 ***********************************************************************
 GB0969  DESIGNATION -  N 48
 GB0969  PID         -  GB0969
 GB0969  STATE/COUNTY-  TN/FENTRESS
 GB0969  USGS QUAD   -  JAMESTOWN (1979)
 GB0969
 GB0969                         *CURRENT SURVEY CONTROL
 GB0969  ___________________________________________________________________
 GB0969* NAD 83(1986)-  36 23 18.     (N)    084 56 16.     (W)     SCALED    
 GB0969* NAVD 88     -       521.628  (meters)    1711.37   (feet)  ADJUSTED  
 GB0969  ___________________________________________________________________
 GB0969  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GB0969  DYNAMIC HT  -         521.168 (meters)    1709.87  (feet)  COMP
 GB0969  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 GB0969
 GB0969  VERT ORDER  -  SECOND    CLASS 0
 GB0969
 GB0969.The horizontal coordinates were scaled from a topographic map and have
 GB0969.an estimated accuracy of +/- 6 seconds.
 GB0969
 GB0969.The orthometric height was determined by differential leveling
 GB0969.and adjusted by the National Geodetic Survey in June 1991..
 GB0969
 GB0969.The geoid height was determined by GEOID03.
 GB0969
 GB0969.The dynamic height is computed by dividing the NAVD 88
 GB0969.geopotential number by the normal gravity value computed on the
 GB0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0969.degrees latitude (g = 980.6199 gals.).
 GB0969
 GB0969.The modeled gravity was interpolated from observed gravity values.
 GB0969
 GB0969;                    North         East    Units  Estimated Accuracy
 GB0969;SPC TN       -   228,520.      695,300.      MT  (+/- 180 meters Scaled)
 GB0969
 GB0969                          SUPERSEDED SURVEY CONTROL
 GB0969
 GB0969  NGVD 29 (??/??/92)  521.730  (m)         1711.71   (f) ADJ UNCH    2 0
 GB0969
 GB0969.Superseded values are not recommended for survey control.
 GB0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0969.See file dsdata.txt to determine how the superseded data were derived.
 GB0969
 GB0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF849289(NAD 83)
 GB0969_MARKER: DB = BENCH MARK DISK
 GB0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0969_STAMPING: N 48 1934
 GB0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0969+STABILITY: SURFACE MOTION
 GB0969
 GB0969  HISTORY     - Date     Condition        Report By
 GB0969  HISTORY     - 1934     MONUMENTED       CGS
 GB0969  HISTORY     - 1935     GOOD             NGS
 GB0969
 GB0969                          STATION DESCRIPTION
 GB0969
 GB0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GB0969'AT JAMESTOWN.
 GB0969'AT JAMESTOWN, FENTRESS COUNTY, AT THE JUNCTION OF STATE HIGHWAYS
 GB0969'28 AND 52, 70 FEET SOUTH OF THE W.H. SEWELL STORE AND FILLING
 GB0969'STATION, 35 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 28,
 GB0969'AND 1-1/2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 GB0969'N 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0537 ***********************************************************************
 GB0537  DESIGNATION -  N 49
 GB0537  PID         -  GB0537
 GB0537  STATE/COUNTY-  TN/SCOTT
 GB0537  USGS QUAD   -  HUNTSVILLE (1987)
 GB0537
 GB0537                         *CURRENT SURVEY CONTROL
 GB0537  ___________________________________________________________________
 GB0537* NAD 83(1986)-  36 24 11.     (N)    084 26 01.     (W)     SCALED    
 GB0537* NAVD 88     -       460.875  (meters)    1512.05   (feet)  ADJUSTED  
 GB0537  ___________________________________________________________________
 GB0537  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GB0537  DYNAMIC HT  -         460.479 (meters)    1510.75  (feet)  COMP
 GB0537  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 GB0537
 GB0537  VERT ORDER  -  SECOND    CLASS 0
 GB0537
 GB0537.The horizontal coordinates were scaled from a topographic map and have
 GB0537.an estimated accuracy of +/- 6 seconds.
 GB0537
 GB0537.The orthometric height was determined by differential leveling
 GB0537.and adjusted by the National Geodetic Survey in June 1991..
 GB0537
 GB0537.The geoid height was determined by GEOID03.
 GB0537
 GB0537.The dynamic height is computed by dividing the NAVD 88
 GB0537.geopotential number by the normal gravity value computed on the
 GB0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0537.degrees latitude (g = 980.6199 gals.).
 GB0537
 GB0537.The modeled gravity was interpolated from observed gravity values.
 GB0537
 GB0537;                    North         East    Units  Estimated Accuracy
 GB0537;SPC TN       -   230,760.      740,500.      MT  (+/- 180 meters Scaled)
 GB0537
 GB0537                          SUPERSEDED SURVEY CONTROL
 GB0537
 GB0537  NGVD 29 (??/??/92)  461.000  (m)         1512.46   (f) ADJ UNCH    2 0
 GB0537
 GB0537.Superseded values are not recommended for survey control.
 GB0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0537.See file dsdata.txt to determine how the superseded data were derived.
 GB0537
 GB0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF301317(NAD 83)
 GB0537_MARKER: DB = BENCH MARK DISK
 GB0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0537_STAMPING: N 49 1934
 GB0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0537+STABILITY: SURFACE MOTION
 GB0537
 GB0537  HISTORY     - Date     Condition        Report By
 GB0537  HISTORY     - 1934     MONUMENTED       CGS
 GB0537
 GB0537                          STATION DESCRIPTION
 GB0537
 GB0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GB0537'3.4 MI E FROM HUNTSVILLE.
 GB0537'3.4 MILES EAST ALONG STATE HIGHWAY 63 FROM HUNTSVILLE, SCOTT
 GB0537'COUNTY, 155 FEET NORTHEAST OF A FARMHOUSE, 90 FEET WEST OF THE
 GB0537'TIMBERLINE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ON
 GB0537'THE TOP OF A HILL.  A STANDARD DISK, STAMPED N 49 1934 AND SET
 GB0537'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0492 ***********************************************************************
 GB0492  DESIGNATION -  N 50
 GB0492  PID         -  GB0492
 GB0492  STATE/COUNTY-  TN/ANDERSON
 GB0492  USGS QUAD   -  POWELL (1976)
 GB0492
 GB0492                         *CURRENT SURVEY CONTROL
 GB0492  ___________________________________________________________________
 GB0492* NAD 83(1986)-  36 06 54.     (N)    084 07 15.     (W)     SCALED    
 GB0492* NAVD 88     -       259.885  (meters)     852.64   (feet)  ADJUSTED  
 GB0492  ___________________________________________________________________
 GB0492  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GB0492  DYNAMIC HT  -         259.648 (meters)     851.86  (feet)  COMP
 GB0492  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 GB0492
 GB0492  VERT ORDER  -  FIRST     CLASS II
 GB0492
 GB0492.The horizontal coordinates were scaled from a topographic map and have
 GB0492.an estimated accuracy of +/- 6 seconds.
 GB0492
 GB0492.The orthometric height was determined by differential leveling
 GB0492.and adjusted by the National Geodetic Survey in June 1991..
 GB0492
 GB0492.The geoid height was determined by GEOID03.
 GB0492
 GB0492.The dynamic height is computed by dividing the NAVD 88
 GB0492.geopotential number by the normal gravity value computed on the
 GB0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0492.degrees latitude (g = 980.6199 gals.).
 GB0492
 GB0492.The modeled gravity was interpolated from observed gravity values.
 GB0492
 GB0492;                    North         East    Units  Estimated Accuracy
 GB0492;SPC TN       -   199,300.      769,170.      MT  (+/- 180 meters Scaled)
 GB0492
 GB0492                          SUPERSEDED SURVEY CONTROL
 GB0492
 GB0492  NGVD 29 (??/??/92)  260.020  (m)          853.08   (f) ADJ UNCH    1 2
 GB0492
 GB0492.Superseded values are not recommended for survey control.
 GB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0492.See file dsdata.txt to determine how the superseded data were derived.
 GB0492
 GB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF591005(NAD 83)
 GB0492_MARKER: DB = BENCH MARK DISK
 GB0492_SETTING: 0 = UNSPECIFIED SETTING
 GB0492_STAMPING: N 50 1934
 GB0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0492
 GB0492  HISTORY     - Date     Condition        Report By
 GB0492  HISTORY     - 1934     MONUMENTED       CGS
 GB0492  HISTORY     - 1950     GOOD             NGS
 GB0492  HISTORY     - 1973     GOOD             TVA
 GB0492
 GB0492                          STATION DESCRIPTION
 GB0492
 GB0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB0492'0.9 MI N FROM CLINTON.
 GB0492'0.9 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GB0492'CLINTON, 600 FEET SOUTH OF MILEPOST 22, 14 FEET EAST OF TRACK
 GB0492'AND 4 1/4 RAILS SOUTH OF GRADE CROSSING.
 GB0492
 GB0492                          STATION RECOVERY (1973)
 GB0492
 GB0492'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 GB0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2615 ***********************************************************************
 GA2615  DESIGNATION -  N 51
 GA2615  PID         -  GA2615
 GA2615  STATE/COUNTY-  TN/CLAIBORNE
 GA2615  USGS QUAD   -  EAGAN (1953)
 GA2615
 GA2615                         *CURRENT SURVEY CONTROL
 GA2615  ___________________________________________________________________
 GA2615* NAD 83(1986)-  36 33 06.     (N)    083 58 38.     (W)     SCALED    
 GA2615* NAVD 88     -       333.262  (meters)    1093.38   (feet)  ADJUSTED  
 GA2615  ___________________________________________________________________
 GA2615  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 GA2615  DYNAMIC HT  -         332.972 (meters)    1092.43  (feet)  COMP
 GA2615  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 GA2615
 GA2615  VERT ORDER  -  SECOND    CLASS 0
 GA2615
 GA2615.The horizontal coordinates were scaled from a topographic map and have
 GA2615.an estimated accuracy of +/- 6 seconds.
 GA2615
 GA2615.The orthometric height was determined by differential leveling
 GA2615.and adjusted by the National Geodetic Survey in June 1991..
 GA2615
 GA2615.The geoid height was determined by GEOID03.
 GA2615
 GA2615.The dynamic height is computed by dividing the NAVD 88
 GA2615.geopotential number by the normal gravity value computed on the
 GA2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2615.degrees latitude (g = 980.6199 gals.).
 GA2615
 GA2615.The modeled gravity was interpolated from observed gravity values.
 GA2615
 GA2615;                    North         East    Units  Estimated Accuracy
 GA2615;SPC TN       -   248,000.      781,090.      MT  (+/- 180 meters Scaled)
 GA2615
 GA2615                          SUPERSEDED SURVEY CONTROL
 GA2615
 GA2615  NGVD 29 (??/??/92)  333.407  (m)         1093.85   (f) ADJ UNCH    2 0
 GA2615
 GA2615.Superseded values are not recommended for survey control.
 GA2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2615.See file dsdata.txt to determine how the superseded data were derived.
 GA2615
 GA2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA335492(NAD 83)
 GA2615_MARKER: DB = BENCH MARK DISK
 GA2615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA2615_SP_SET: WALL
 GA2615_STAMPING: N 51 1934
 GA2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA2615
 GA2615  HISTORY     - Date     Condition        Report By
 GA2615  HISTORY     - 1934     MONUMENTED       CGS
 GA2615
 GA2615                          STATION DESCRIPTION
 GA2615
 GA2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2615'AT EAGAN.
 GA2615'AT EAGAN, CLAIBORNE COUNTY, ON THE SOUTHERN RAILWAY, NEAR MILEAGE
 GA2615'77.2, AT THE BLUE DIAMOND COAL COMPANY PROPERTY, IN THE TOP OF
 GA2615'THE SOUTH CONCRETE RETAINING WALL EXTENDING FROM THE OFFICE TO
 GA2615'THE TRACK, JUST SOUTHWEST OF THE EAST END OF THE GUARDRAIL, AND 20
 GA2615'FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED N 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0384 ***********************************************************************
 GA0384  DESIGNATION -  N 52
 GA0384  PID         -  GA0384
 GA0384  STATE/COUNTY-  TN/CARTER
 GA0384  USGS QUAD   -  JOHNSON CITY (1968)
 GA0384
 GA0384                         *CURRENT SURVEY CONTROL
 GA0384  ___________________________________________________________________
 GA0384* NAD 83(1986)-  36 16 58.     (N)    082 19 18.     (W)     SCALED    
 GA0384* NAVD 88     -       511.160  (meters)    1677.03   (feet)  ADJUSTED  
 GA0384  ___________________________________________________________________
 GA0384  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA0384  DYNAMIC HT  -         510.670 (meters)    1675.42  (feet)  COMP
 GA0384  MODELED GRAV-     979,659.1   (mgal)                       NAVD 88
 GA0384
 GA0384  VERT ORDER  -  SECOND    CLASS 0
 GA0384
 GA0384.The horizontal coordinates were scaled from a topographic map and have
 GA0384.an estimated accuracy of +/- 6 seconds.
 GA0384
 GA0384.The orthometric height was determined by differential leveling
 GA0384.and adjusted by the National Geodetic Survey in June 1991..
 GA0384
 GA0384.The geoid height was determined by GEOID03.
 GA0384
 GA0384.The dynamic height is computed by dividing the NAVD 88
 GA0384.geopotential number by the normal gravity value computed on the
 GA0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0384.degrees latitude (g = 980.6199 gals.).
 GA0384
 GA0384.The modeled gravity was interpolated from observed gravity values.
 GA0384
 GA0384;                    North         East    Units  Estimated Accuracy
 GA0384;SPC TN       -   222,500.      930,380.      MT  (+/- 180 meters Scaled)
 GA0384
 GA0384                          SUPERSEDED SURVEY CONTROL
 GA0384
 GA0384  NGVD 29 (??/??/92)  511.298  (m)         1677.48   (f) ADJ UNCH    2 0
 GA0384
 GA0384.Superseded values are not recommended for survey control.
 GA0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0384.See file dsdata.txt to determine how the superseded data were derived.
 GA0384
 GA0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA813161(NAD 83)
 GA0384_MARKER: DB = BENCH MARK DISK
 GA0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0384_STAMPING: N 52 1934
 GA0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0384+STABILITY: SURFACE MOTION
 GA0384
 GA0384  HISTORY     - Date     Condition        Report By
 GA0384  HISTORY     - 1934     MONUMENTED       CGS
 GA0384  HISTORY     - 1934     GOOD             TVA
 GA0384
 GA0384                          STATION DESCRIPTION
 GA0384
 GA0384'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1934
 GA0384'3.8 MI S FROM JOHNSON CITY.
 GA0384'IN CARTER COUNTY, 3.8 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD
 GA0384'FROM THE STATION AT JOHNSON CITY, WASHINGTON COUNTY, 15 RAILS
 GA0384'SOUTH OF MILEPOST 124, 20 FEET NORTH OF A PRIVATE GRADE CROSSING,
 GA0384'30 FEET WEST OF THE CENTERLINE OF THE TRACK, 18 FEET NORTHWEST OF
 GA0384'A POLE, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED
 GA0384'N 52 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATION
 GA0384'WAS COVERED WITH 2 INCHES OF SAND WASHED OFF HILL SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1207 ***********************************************************************
 FB1207  DESIGNATION -  N 53
 FB1207  PID         -  FB1207
 FB1207  STATE/COUNTY-  TN/SEVIER
 FB1207  USGS QUAD   -  MOUNT LE CONTE (1964)
 FB1207
 FB1207                         *CURRENT SURVEY CONTROL
 FB1207  ___________________________________________________________________
 FB1207* NAD 83(1986)-  35 38 07.     (N)    083 27 56.     (W)     SCALED    
 FB1207* NAVD 88     -      1097.515  (meters)    3600.76   (feet)  ADJUSTED  
 FB1207  ___________________________________________________________________
 FB1207  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FB1207  DYNAMIC HT  -        1096.298 (meters)    3596.77  (feet)  COMP
 FB1207  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 FB1207
 FB1207  VERT ORDER  -  SECOND    CLASS 0
 FB1207
 FB1207.The horizontal coordinates were scaled from a topographic map and have
 FB1207.an estimated accuracy of +/- 6 seconds.
 FB1207
 FB1207.The orthometric height was determined by differential leveling
 FB1207.and adjusted by the National Geodetic Survey in June 1991..
 FB1207
 FB1207.The geoid height was determined by GEOID03.
 FB1207
 FB1207.The dynamic height is computed by dividing the NAVD 88
 FB1207.geopotential number by the normal gravity value computed on the
 FB1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1207.degrees latitude (g = 980.6199 gals.).
 FB1207
 FB1207.The modeled gravity was interpolated from observed gravity values.
 FB1207
 FB1207;                    North         East    Units  Estimated Accuracy
 FB1207;SPC TN       -   147,420.      829,530.      MT  (+/- 180 meters Scaled)
 FB1207
 FB1207                          SUPERSEDED SURVEY CONTROL
 FB1207
 FB1207  NGVD 29 (??/??/92) 1097.536  (m)         3600.83   (f) ADJ UNCH    2 0
 FB1207
 FB1207.Superseded values are not recommended for survey control.
 FB1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1207.See file dsdata.txt to determine how the superseded data were derived.
 FB1207
 FB1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV767462(NAD 83)
 FB1207_MARKER: DB = BENCH MARK DISK
 FB1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1207_STAMPING: N 53 1934
 FB1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1207+STABILITY: SURFACE MOTION
 FB1207
 FB1207  HISTORY     - Date     Condition        Report By
 FB1207  HISTORY     - 1934     MONUMENTED       CGS
 FB1207  HISTORY     - 1934     GOOD             NGS
 FB1207
 FB1207                          STATION DESCRIPTION
 FB1207
 FB1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1207'9.8 MI SE FROM GATLINBURG.
 FB1207'9.8 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM GATLINBURG,
 FB1207'SEVIER COUNTY, 100 FEET EAST OF A HORSESHOE CURVE, 10 FEET NORTH
 FB1207'OF A 36-INCH SPRUCE TREE, AND 35 FEET SOUTH OF THE CENTERLINE
 FB1207'OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 53 1934 AND SET IN
 FB1207'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2366 ***********************************************************************
 GA2366  DESIGNATION -  N 54
 GA2366  PID         -  GA2366
 GA2366  STATE/COUNTY-  TN/KNOX
 GA2366  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2366
 GA2366                         *CURRENT SURVEY CONTROL
 GA2366  ___________________________________________________________________
 GA2366* NAD 83(1986)-  36 00 57.     (N)    083 58 01.     (W)     SCALED    
 GA2366* NAVD 88     -       323.423  (meters)    1061.10   (feet)  ADJUSTED  
 GA2366  ___________________________________________________________________
 GA2366  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA2366  DYNAMIC HT  -         323.120 (meters)    1060.10  (feet)  COMP
 GA2366  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 GA2366
 GA2366  VERT ORDER  -  FIRST     CLASS I
 GA2366
 GA2366.The horizontal coordinates were scaled from a topographic map and have
 GA2366.an estimated accuracy of +/- 6 seconds.
 GA2366
 GA2366.The orthometric height was determined by differential leveling
 GA2366.and adjusted by the National Geodetic Survey in June 1991..
 GA2366.WARNING-Repeat measurements at this control monument indicate possible
 GA2366.vertical movement.
 GA2366
 GA2366.The geoid height was determined by GEOID03.
 GA2366
 GA2366.The dynamic height is computed by dividing the NAVD 88
 GA2366.geopotential number by the normal gravity value computed on the
 GA2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2366.degrees latitude (g = 980.6199 gals.).
 GA2366
 GA2366.The modeled gravity was interpolated from observed gravity values.
 GA2366
 GA2366;                    North         East    Units  Estimated Accuracy
 GA2366;SPC TN       -   188,580.      783,250.      MT  (+/- 180 meters Scaled)
 GA2366
 GA2366                          SUPERSEDED SURVEY CONTROL
 GA2366
 GA2366  NGVD 29 (??/??/92)  323.537  (m)         1061.47   (f) ADJ UNCH    1 1
 GA2366
 GA2366.Superseded values are not recommended for survey control.
 GA2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2366.See file dsdata.txt to determine how the superseded data were derived.
 GA2366
 GA2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV326897(NAD 83)
 GA2366_MARKER: DB = BENCH MARK DISK
 GA2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2366_STAMPING: N 54 1934
 GA2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2366+STABILITY: SURFACE MOTION
 GA2366
 GA2366  HISTORY     - Date     Condition        Report By
 GA2366  HISTORY     - 1934     MONUMENTED       CGS
 GA2366  HISTORY     - 1967     GOOD             NGS
 GA2366  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2366
 GA2366                          STATION DESCRIPTION
 GA2366
 GA2366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA2366'4.5 MI NW FROM KNOXVILLE.
 GA2366'ABOUT 4.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GA2366'STATION AT KNOXVILLE, 3.9 MILES EAST OF THE STATION AT POWELL,
 GA2366'ABOUT 0.3 MILE NORTHWEST OF MILEPOST 4, 35 FEET NORTH OF THE
 GA2366'CENTER OF THE CROSSING OF CEDAR ROAD, 17.4 FEET NORTHEAST OF THE
 GA2366'NORTHEAST RAIL, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 GA2366'ROAD, 18.2 FEET NORTH-NORTHWEST OF THE NORTHWEST END OF A 10-INCH
 GA2366'PIPE CULVERT UNDER THE ROAD, 15 FEET NORTH-NORTHWEST OF A
 GA2366'STEEL POST SUPPORTING A FLASHING CROSSING SIGN, 2.7 FEET NORTHEAST
 GA2366'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GA2366'TRACK AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 GA2366'LEVEL OF THE GROUND.
 GA2366
 GA2366                          STATION RECOVERY (1982)
 GA2366
 GA2366'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 GA2366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA1568 ***********************************************************************
 GA1568  DESIGNATION -  N 55
 GA1568  PID         -  GA1568
 GA1568  STATE/COUNTY-  TN/HAWKINS
 GA1568  USGS QUAD   -  KYLES FORD (1969)
 GA1568
 GA1568                         *CURRENT SURVEY CONTROL
 GA1568  ___________________________________________________________________
 GA1568* NAD 83(1986)-  36 30 40.     (N)    083 01 44.     (W)     SCALED    
 GA1568* NAVD 88     -       464.073  (meters)    1522.55   (feet)  ADJUSTED  
 GA1568  ___________________________________________________________________
 GA1568  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA1568  DYNAMIC HT  -         463.650 (meters)    1521.16  (feet)  COMP
 GA1568  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 GA1568
 GA1568  VERT ORDER  -  SECOND    CLASS 0
 GA1568
 GA1568.The horizontal coordinates were scaled from a topographic map and have
 GA1568.an estimated accuracy of +/- 6 seconds.
 GA1568
 GA1568.The orthometric height was determined by differential leveling
 GA1568.and adjusted by the National Geodetic Survey in June 1991..
 GA1568
 GA1568.The geoid height was determined by GEOID03.
 GA1568
 GA1568.The dynamic height is computed by dividing the NAVD 88
 GA1568.geopotential number by the normal gravity value computed on the
 GA1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1568.degrees latitude (g = 980.6199 gals.).
 GA1568
 GA1568.The modeled gravity was interpolated from observed gravity values.
 GA1568
 GA1568;                    North         East    Units  Estimated Accuracy
 GA1568;SPC TN       -   245,670.      866,110.      MT  (+/- 180 meters Scaled)
 GA1568
 GA1568                          SUPERSEDED SURVEY CONTROL
 GA1568
 GA1568  NGVD 29 (??/??/92)  464.212  (m)         1523.00   (f) ADJ UNCH    2 0
 GA1568
 GA1568.Superseded values are not recommended for survey control.
 GA1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1568.See file dsdata.txt to determine how the superseded data were derived.
 GA1568
 GA1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA183425(NAD 83)
 GA1568_MARKER: DB = BENCH MARK DISK
 GA1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1568_STAMPING: N 55 1934
 GA1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1568+STABILITY: SURFACE MOTION
 GA1568
 GA1568  HISTORY     - Date     Condition        Report By
 GA1568  HISTORY     - 1934     MONUMENTED       CGS
 GA1568  HISTORY     - 1935     GOOD             NGS
 GA1568
 GA1568                          STATION DESCRIPTION
 GA1568
 GA1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1568'AT EIDSON.
 GA1568'14.7 MILES NORTH ALONG STATE HIGHWAY 70 FROM ROGERSVILLE, AT
 GA1568'EIDSON, 50 YARDS NORTHWEST OF THE POST OFFICE AND STORE, 50
 GA1568'YARDS NORTH OF ULA LONGS HOUSE, (50 FEET NORTH OF C.C. BROOKS
 GA1568'HOUSE) 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 5
 GA1568'FEET SOUTH OF THE WIRE FENCE ON THE BANK OF A STREAM.  A
 GA1568'STANDARD DISK, STAMPED N 55 1934 AND SET IN THE TOP OF A CONCRETE
 GA1568'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0751 ***********************************************************************
 GA0751  DESIGNATION -  N 56
 GA0751  PID         -  GA0751
 GA0751  STATE/COUNTY-  TN/GREENE
 GA0751  USGS QUAD   -  CHUCKEY (1971)
 GA0751
 GA0751                         *CURRENT SURVEY CONTROL
 GA0751  ___________________________________________________________________
 GA0751* NAD 83(1986)-  36 11 39.     (N)    082 44 24.     (W)     SCALED    
 GA0751* NAVD 88     -       446.973  (meters)    1466.44   (feet)  ADJUSTED  
 GA0751  ___________________________________________________________________
 GA0751  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0751  DYNAMIC HT  -         446.547 (meters)    1465.05  (feet)  COMP
 GA0751  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 GA0751
 GA0751  VERT ORDER  -  SECOND    CLASS 0
 GA0751
 GA0751.The horizontal coordinates were scaled from a topographic map and have
 GA0751.an estimated accuracy of +/- 6 seconds.
 GA0751
 GA0751.The orthometric height was determined by differential leveling
 GA0751.and adjusted by the National Geodetic Survey in June 1991..
 GA0751
 GA0751.The geoid height was determined by GEOID03.
 GA0751
 GA0751.The dynamic height is computed by dividing the NAVD 88
 GA0751.geopotential number by the normal gravity value computed on the
 GA0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0751.degrees latitude (g = 980.6199 gals.).
 GA0751
 GA0751.The modeled gravity was interpolated from observed gravity values.
 GA0751
 GA0751;                    North         East    Units  Estimated Accuracy
 GA0751;SPC TN       -   211,340.      893,150.      MT  (+/- 180 meters Scaled)
 GA0751
 GA0751                          SUPERSEDED SURVEY CONTROL
 GA0751
 GA0751  NGVD 29 (??/??/92)  447.103  (m)         1466.87   (f) ADJ UNCH    2 0
 GA0751
 GA0751.Superseded values are not recommended for survey control.
 GA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0751.See file dsdata.txt to determine how the superseded data were derived.
 GA0751
 GA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA435068(NAD 83)
 GA0751_MARKER: DB = BENCH MARK DISK
 GA0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0751_SP_SET: BRIDGE
 GA0751_STAMPING: N 56 1934
 GA0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0751
 GA0751  HISTORY     - Date     Condition        Report By
 GA0751  HISTORY     - 1934     MONUMENTED       CGS
 GA0751  HISTORY     - 1955     GOOD             NGS
 GA0751
 GA0751                          STATION DESCRIPTION
 GA0751
 GA0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0751'6 MI E FROM GREENEVILLE.
 GA0751'6.0 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0751'GREENEVILLE, GREENE COUNTY, AT MILEAGE 50.7, IN THE TOP OF THE
 GA0751'BACK WALL OF THE EAST ABUTMENT OF BRIDGE 50.7, AND 6 FEET SOUTH
 GA0751'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 GA0751'N 56 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0636 ***********************************************************************
 GA0636  DESIGNATION -  N 57
 GA0636  PID         -  GA0636
 GA0636  STATE/COUNTY-  TN/WASHINGTON
 GA0636  USGS QUAD   -  BOONE DAM (1968)
 GA0636
 GA0636                         *CURRENT SURVEY CONTROL
 GA0636  ___________________________________________________________________
 GA0636* NAD 83(1986)-  36 25 07.     (N)    082 28 22.     (W)     SCALED    
 GA0636* NAVD 88     -       465.803  (meters)    1528.22   (feet)  ADJUSTED  
 GA0636  ___________________________________________________________________
 GA0636  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GA0636  DYNAMIC HT  -         465.366 (meters)    1526.79  (feet)  COMP
 GA0636  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 GA0636
 GA0636  VERT ORDER  -  SECOND    CLASS 0
 GA0636
 GA0636.The horizontal coordinates were scaled from a topographic map and have
 GA0636.an estimated accuracy of +/- 6 seconds.
 GA0636
 GA0636.The orthometric height was determined by differential leveling
 GA0636.and adjusted by the National Geodetic Survey in June 1991..
 GA0636
 GA0636.The geoid height was determined by GEOID03.
 GA0636
 GA0636.The dynamic height is computed by dividing the NAVD 88
 GA0636.geopotential number by the normal gravity value computed on the
 GA0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0636.degrees latitude (g = 980.6199 gals.).
 GA0636
 GA0636.The modeled gravity was interpolated from observed gravity values.
 GA0636
 GA0636;                    North         East    Units  Estimated Accuracy
 GA0636;SPC TN       -   237,060.      916,270.      MT  (+/- 180 meters Scaled)
 GA0636
 GA0636                          SUPERSEDED SURVEY CONTROL
 GA0636
 GA0636  NGVD 29 (??/??/92)  465.945  (m)         1528.69   (f) ADJ UNCH    2 0
 GA0636
 GA0636.Superseded values are not recommended for survey control.
 GA0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0636.See file dsdata.txt to determine how the superseded data were derived.
 GA0636
 GA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA679313(NAD 83)
 GA0636_MARKER: DB = BENCH MARK DISK
 GA0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0636_STAMPING: N 57 1934
 GA0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0636+STABILITY: SURFACE MOTION
 GA0636
 GA0636  HISTORY     - Date     Condition        Report By
 GA0636  HISTORY     - 1934     MONUMENTED       CGS
 GA0636  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 GA0636
 GA0636                          STATION DESCRIPTION
 GA0636
 GA0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0636'12.4 MI NW FROM JOHNSON CITY.
 GA0636'12.4 MILES NORTHWEST ALONG THE CLINCHFIELD RAILROAD FROM JOHNSON
 GA0636'CITY, WASHINGTON COUNTY, 5 RAILS SOUTH OF THE STATION AT GRAY,
 GA0636'30 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTHEAST
 GA0636'OF THE SOUTHEAST CORNER OF A FEED STORE.  A STANDARD DISK,
 GA0636'STAMPED N 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA0636
 GA0636                          STATION RECOVERY (1979)
 GA0636
 GA0636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 GA0636'THE FEED STORE GONE AND NEW WHAREHOUSE HAS BEEN BULIT NEAR SITE OF
 GA0636'BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FZ0950 ***********************************************************************
 FZ0950  DESIGNATION -  N 58
 FZ0950  PID         -  FZ0950
 FZ0950  STATE/COUNTY-  TN/JOHNSON
 FZ0950  USGS QUAD   -  SHERWOOD (1994)
 FZ0950
 FZ0950                         *CURRENT SURVEY CONTROL
 FZ0950  ___________________________________________________________________
 FZ0950* NAD 83(1986)-  36 21 41.     (N)    081 45 24.     (W)     SCALED    
 FZ0950* NAVD 88     -       909.675  (meters)    2984.49   (feet)  ADJUSTED  
 FZ0950  ___________________________________________________________________
 FZ0950  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ0950  DYNAMIC HT  -         908.732 (meters)    2981.40  (feet)  COMP
 FZ0950  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 FZ0950
 FZ0950  VERT ORDER  -  SECOND    CLASS 0
 FZ0950
 FZ0950.The horizontal coordinates were scaled from a topographic map and have
 FZ0950.an estimated accuracy of +/- 6 seconds.
 FZ0950
 FZ0950.The orthometric height was determined by differential leveling
 FZ0950.and adjusted by the National Geodetic Survey in June 1991..
 FZ0950
 FZ0950.The geoid height was determined by GEOID03.
 FZ0950
 FZ0950.The dynamic height is computed by dividing the NAVD 88
 FZ0950.geopotential number by the normal gravity value computed on the
 FZ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0950.degrees latitude (g = 980.6199 gals.).
 FZ0950
 FZ0950.The modeled gravity was interpolated from observed gravity values.
 FZ0950
 FZ0950;                    North         East    Units  Estimated Accuracy
 FZ0950;SPC TN       -   233,270.      980,720.      MT  (+/- 180 meters Scaled)
 FZ0950
 FZ0950                          SUPERSEDED SURVEY CONTROL
 FZ0950
 FZ0950  NGVD 29 (??/??/92)  909.725  (m)         2984.66   (f) ADJ UNCH    2 0
 FZ0950
 FZ0950.Superseded values are not recommended for survey control.
 FZ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0950.See file dsdata.txt to determine how the superseded data were derived.
 FZ0950
 FZ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA321242(NAD 83)
 FZ0950_MARKER: DB = BENCH MARK DISK
 FZ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0950_STAMPING: 2984.827 N 58 1934
 FZ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0950+STABILITY: SURFACE MOTION
 FZ0950
 FZ0950  HISTORY     - Date     Condition        Report By
 FZ0950  HISTORY     - 1934     MONUMENTED       CGS
 FZ0950  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ0950
 FZ0950                          STATION DESCRIPTION
 FZ0950
 FZ0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ0950'1.2 MI N FROM TRADE.
 FZ0950'1.2 MILES NORTH ALONG U.S. HIGHWAY 421 FROM TRADE, JOHNSON
 FZ0950'COUNTY, ON THE PROPERTY OF REED THOMAS, 11 YARDS NORTH OF A POINT
 FZ0950'30 YARDS EAST OF THE NORTHEAST CORNER OF THE HOUSE, 27 FEET
 FZ0950'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTHWEST OF THE
 FZ0950'FENCE CORNER OF THE FIRST FIELD NORTH OF THE HOUSE.  A STANDARD
 FZ0950'DISK, STAMPED 2984.827 N 58 1934 AND SET IN THE TOP OF A CONCRETE
 FZ0950'POST PROJECTING 6 INCHES ABOVE GROUND.
 FZ0950
 FZ0950                          STATION RECOVERY (2003)
 FZ0950
 FZ0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ0950'MARK NOT FOUND AFTER 5 MINUTE SEARCH. DESCRIPTION POOR. HIGHWAY IS NOW
 FZ0950'GRADED WELL ABOVE 1930'S LEVEL, STATION IS BURIED OR GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0812 ***********************************************************************
 GD0812  DESIGNATION -  N 59
 GD0812  PID         -  GD0812
 GD0812  STATE/COUNTY-  TN/DYER
 GD0812  USGS QUAD   -  DYERSBURG (1983)
 GD0812
 GD0812                         *CURRENT SURVEY CONTROL
 GD0812  ___________________________________________________________________
 GD0812* NAD 83(1986)-  36 02 06.     (N)    089 23 50.     (W)     SCALED    
 GD0812* NAVD 88     -        88.482  (meters)     290.29   (feet)  ADJUSTED  
 GD0812  ___________________________________________________________________
 GD0812  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0812  DYNAMIC HT  -          88.407 (meters)     290.05  (feet)  COMP
 GD0812  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GD0812
 GD0812  VERT ORDER  -  SECOND    CLASS 0
 GD0812
 GD0812.The horizontal coordinates were scaled from a topographic map and have
 GD0812.an estimated accuracy of +/- 6 seconds.
 GD0812
 GD0812.The orthometric height was determined by differential leveling
 GD0812.and adjusted by the National Geodetic Survey in June 1991..
 GD0812
 GD0812.The geoid height was determined by GEOID03.
 GD0812
 GD0812.The dynamic height is computed by dividing the NAVD 88
 GD0812.geopotential number by the normal gravity value computed on the
 GD0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0812.degrees latitude (g = 980.6199 gals.).
 GD0812
 GD0812.The modeled gravity was interpolated from observed gravity values.
 GD0812
 GD0812;                    North         East    Units  Estimated Accuracy
 GD0812;SPC TN       -   194,110.      293,910.      MT  (+/- 180 meters Scaled)
 GD0812
 GD0812                          SUPERSEDED SURVEY CONTROL
 GD0812
 GD0812  NGVD 29 (??/??/??)   88.407  (m)          290.05   (f) ADJUSTED    2 0
 GD0812
 GD0812.Superseded values are not recommended for survey control.
 GD0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0812.See file dsdata.txt to determine how the superseded data were derived.
 GD0812
 GD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE840904(NAD 83)
 GD0812_MARKER: DB = BENCH MARK DISK
 GD0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0812_STAMPING: N 59 1935
 GD0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0812+STABILITY: SURFACE MOTION
 GD0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0812+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD0812
 GD0812  HISTORY     - Date     Condition        Report By
 GD0812  HISTORY     - 1935     MONUMENTED       CGS
 GD0812  HISTORY     - 1974     GOOD             NGS
 GD0812  HISTORY     - 20020730 GOOD             USACE
 GD0812
 GD0812                          STATION DESCRIPTION
 GD0812
 GD0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD0812'IN DYERSBURG.
 GD0812'AT DYERSBURG, 0.15 MILE NORTH ALONG NORTH MILL STREET FROM THE
 GD0812'COURTHOUSE, THENCE 0.70 MILE WEST ALONG FOREST STREET (STATE HIGHWAY
 GD0812'20 AND STATE HIGHWAY 78), SET IN THE Y OF THE JUNCTION OF STATE
 GD0812'HIGHWAY 20 AND A PAVED ROAD LEADING WEST-NORTHWEST, 34 FEET
 GD0812'SOUTH-SOUTHWEST OF THE CENTER LINE OF PAVED ROAD, 25 FEET NORTH OF THE
 GD0812'CENTER LINE OF HIGHWAY 20, 170 FEET EAST OF THE CONCRETE ARCH ENTRANCE
 GD0812'TO OLD FAIRGROUNDS, 42.2 FEET WEST-NORTHWEST OF A POWER POLE WITH TWO
 GD0812'GUY WIRES AND SEVERAL BRANCH LINES, 1 FOOT EAST OF A METAL WITNESS
 GD0812'POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 GD0812'PROJECTING 0.1 FOOT.  NOTE-- EXTRA TIE MARK.
 GD0812
 GD0812                          STATION RECOVERY (2002)
 GD0812
 GD0812'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0755 ***********************************************************************
 GA0755  DESIGNATION -  N 59
 GA0755  PID         -  GA0755
 GA0755  STATE/COUNTY-  TN/GREENE
 GA0755  USGS QUAD   -  CHUCKEY (1971)
 GA0755
 GA0755                         *CURRENT SURVEY CONTROL
 GA0755  ___________________________________________________________________
 GA0755* NAD 83(1986)-  36 12 42.     (N)    082 41 15.     (W)     SCALED    
 GA0755* NAVD 88     -       445.183  (meters)    1460.57   (feet)  ADJUSTED  
 GA0755  ___________________________________________________________________
 GA0755  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GA0755  DYNAMIC HT  -         444.758 (meters)    1459.18  (feet)  COMP
 GA0755  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 GA0755
 GA0755  VERT ORDER  -  SECOND    CLASS 0
 GA0755
 GA0755.The horizontal coordinates were scaled from a topographic map and have
 GA0755.an estimated accuracy of +/- 6 seconds.
 GA0755
 GA0755.The orthometric height was determined by differential leveling
 GA0755.and adjusted by the National Geodetic Survey in June 1991..
 GA0755
 GA0755.The geoid height was determined by GEOID03.
 GA0755
 GA0755.The dynamic height is computed by dividing the NAVD 88
 GA0755.geopotential number by the normal gravity value computed on the
 GA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0755.degrees latitude (g = 980.6199 gals.).
 GA0755
 GA0755.The modeled gravity was interpolated from observed gravity values.
 GA0755
 GA0755;                    North         East    Units  Estimated Accuracy
 GA0755;SPC TN       -   213,440.      897,800.      MT  (+/- 180 meters Scaled)
 GA0755
 GA0755                          SUPERSEDED SURVEY CONTROL
 GA0755
 GA0755  NGVD 29 (??/??/92)  445.313  (m)         1461.00   (f) ADJ UNCH    2 0
 GA0755
 GA0755.Superseded values are not recommended for survey control.
 GA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0755.See file dsdata.txt to determine how the superseded data were derived.
 GA0755
 GA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA483087(NAD 83)
 GA0755_MARKER: DB = BENCH MARK DISK
 GA0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0755_STAMPING: N 59 1934
 GA0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0755+STABILITY: SURFACE MOTION
 GA0755
 GA0755  HISTORY     - Date     Condition        Report By
 GA0755  HISTORY     - 1934     MONUMENTED       CGS
 GA0755  HISTORY     - 1955     GOOD             NGS
 GA0755
 GA0755                          STATION DESCRIPTION
 GA0755
 GA0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA0755'9.6 MI E FROM GREENEVILLE.
 GA0755'9.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GA0755'GREENEVILLE, GREENE COUNTY, 45 FEET WEST OF THE WEST SIDE OF THE
 GA0755'STATION AT CHUCKEY, AT MILEAGE 47.1, 12 FEET WEST OF THE CENTER
 GA0755'OF A CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 GA0755'AND 6 FEET NORTH AND 2 FEET WEST OF A FENCE CORNER.  A STANDARD
 GA0755'DISK, STAMPED N 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0149 ***********************************************************************
 FD0149  DESIGNATION -  N 6
 FD0149  PID         -  FD0149
 FD0149  STATE/COUNTY-  TN/COFFEE
 FD0149  USGS QUAD   -  TULLAHOMA (1982)
 FD0149
 FD0149                         *CURRENT SURVEY CONTROL
 FD0149  ___________________________________________________________________
 FD0149* NAD 83(1986)-  35 22 05.     (N)    086 12 54.     (W)     SCALED    
 FD0149* NAVD 88     -       323.339  (meters)    1060.82   (feet)  ADJUSTED  
 FD0149  ___________________________________________________________________
 FD0149  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FD0149  DYNAMIC HT  -         323.028 (meters)    1059.80  (feet)  COMP
 FD0149  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 FD0149
 FD0149  VERT ORDER  -  FIRST     CLASS II
 FD0149
 FD0149.The horizontal coordinates were scaled from a topographic map and have
 FD0149.an estimated accuracy of +/- 6 seconds.
 FD0149
 FD0149.The orthometric height was determined by differential leveling
 FD0149.and adjusted by the National Geodetic Survey in June 1991..
 FD0149
 FD0149.The geoid height was determined by GEOID03.
 FD0149
 FD0149.The dynamic height is computed by dividing the NAVD 88
 FD0149.geopotential number by the normal gravity value computed on the
 FD0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0149.degrees latitude (g = 980.6199 gals.).
 FD0149
 FD0149.The modeled gravity was interpolated from observed gravity values.
 FD0149
 FD0149;                    North         East    Units  Estimated Accuracy
 FD0149;SPC TN       -   114,820.      580,460.      MT  (+/- 180 meters Scaled)
 FD0149
 FD0149                          SUPERSEDED SURVEY CONTROL
 FD0149
 FD0149  NGVD 29 (??/??/92)  323.315  (m)         1060.74   (f) ADJ UNCH    1 2
 FD0149
 FD0149.Superseded values are not recommended for survey control.
 FD0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0149.See file dsdata.txt to determine how the superseded data were derived.
 FD0149
 FD0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE713141(NAD 83)
 FD0149_MARKER: DB = BENCH MARK DISK
 FD0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0149_STAMPING: 1061.084 N 6 1930
 FD0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0149+STABILITY: SURFACE MOTION
 FD0149
 FD0149  HISTORY     - Date     Condition        Report By
 FD0149  HISTORY     - 1930     MONUMENTED       CGS
 FD0149  HISTORY     - 1941     GOOD             NGS
 FD0149  HISTORY     - 19990629 MARK NOT FOUND   GEOD
 FD0149
 FD0149                          STATION DESCRIPTION
 FD0149
 FD0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FD0149'AT TULLAHOMA.
 FD0149'AT TULLAHOMA, COFFEE COUNTY, ON THE NASHVILLE, CHATTANOOGA
 FD0149'AND ST. LOUIS RAILWAY, 1/4 MILE NORTHWEST OF THE STATION, 6
 FD0149'RAILS NORTHWEST OF BLOCK SIGNAL 68/5, AND 34 FEET NORTHEAST OF
 FD0149'THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED 1061.084 N 6 1930
 FD0149'AND SET IN THE TOP OF A CONCRETE POST.
 FD0149
 FD0149                          STATION RECOVERY (1999)
 FD0149
 FD0149'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FD0149'MONUMENT NOT RECOVERED, DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0890 ***********************************************************************
 FE0890  DESIGNATION -  N 61
 FE0890  PID         -  FE0890
 FE0890  STATE/COUNTY-  TN/HAYWOOD
 FE0890  USGS QUAD   -  BROWNSVILLE (1983)
 FE0890
 FE0890                         *CURRENT SURVEY CONTROL
 FE0890  ___________________________________________________________________
 FE0890* NAD 83(1986)-  35 36 24.     (N)    089 17 43.     (W)     SCALED    
 FE0890* NAVD 88     -       114.947  (meters)     377.12   (feet)  ADJUSTED  
 FE0890  ___________________________________________________________________
 FE0890  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FE0890  DYNAMIC HT  -         114.846 (meters)     376.79  (feet)  COMP
 FE0890  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 FE0890
 FE0890  VERT ORDER  -  SECOND    CLASS 0
 FE0890
 FE0890.The horizontal coordinates were scaled from a topographic map and have
 FE0890.an estimated accuracy of +/- 6 seconds.
 FE0890
 FE0890.The orthometric height was determined by differential leveling
 FE0890.and adjusted by the National Geodetic Survey in June 1991..
 FE0890
 FE0890.The geoid height was determined by GEOID03.
 FE0890
 FE0890.The dynamic height is computed by dividing the NAVD 88
 FE0890.geopotential number by the normal gravity value computed on the
 FE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0890.degrees latitude (g = 980.6199 gals.).
 FE0890
 FE0890.The modeled gravity was interpolated from observed gravity values.
 FE0890
 FE0890;                    North         East    Units  Estimated Accuracy
 FE0890;SPC TN       -   146,300.      301,490.      MT  (+/- 180 meters Scaled)
 FE0890
 FE0890                          SUPERSEDED SURVEY CONTROL
 FE0890
 FE0890  NGVD 29 (??/??/??)  114.951  (m)          377.14   (f) ADJUSTED    2 0
 FE0890
 FE0890.Superseded values are not recommended for survey control.
 FE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0890.See file dsdata.txt to determine how the superseded data were derived.
 FE0890
 FE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE920427(NAD 83)
 FE0890_MARKER: DB = BENCH MARK DISK
 FE0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0890_STAMPING: N 61 1935
 FE0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0890+STABILITY: SURFACE MOTION
 FE0890
 FE0890  HISTORY     - Date     Condition        Report By
 FE0890  HISTORY     - 1935     MONUMENTED       CGS
 FE0890  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0890
 FE0890                          STATION DESCRIPTION
 FE0890
 FE0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE0890'2.2 MI NW FROM BROWNSVILLE.
 FE0890'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 FE0890'COURTHOUSE AT BROWNSVILLE, HAYWOOD COUNTY, ABOUT 290 FEET EAST
 FE0890'OF THE JUNCTION OF A ROAD LEADING SOUTH, 28 FEET NORTH OF THE
 FE0890'CENTERLINE OF THE HIGHWAY, AND AT A FENCE.  A STANDARD DISK,
 FE0890'STAMPED N 61 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE0890
 FE0890                          STATION RECOVERY (1958)
 FE0890
 FE0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0789 ***********************************************************************
 FE0789  DESIGNATION -  N 62
 FE0789  PID         -  FE0789
 FE0789  STATE/COUNTY-  TN/GIBSON
 FE0789  USGS QUAD   -  MILAN (1983)
 FE0789
 FE0789                         *CURRENT SURVEY CONTROL
 FE0789  ___________________________________________________________________
 FE0789* NAD 83(1986)-  35 54 40.     (N)    088 46 43.     (W)     SCALED    
 FE0789* NAVD 88     -       123.753  (meters)     406.01   (feet)  ADJUSTED  
 FE0789  ___________________________________________________________________
 FE0789  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE0789  DYNAMIC HT  -         123.646 (meters)     405.66  (feet)  COMP
 FE0789  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 FE0789
 FE0789  VERT ORDER  -  SECOND    CLASS 0
 FE0789
 FE0789.The horizontal coordinates were scaled from a topographic map and have
 FE0789.an estimated accuracy of +/- 6 seconds.
 FE0789
 FE0789.The orthometric height was determined by differential leveling
 FE0789.and adjusted by the National Geodetic Survey in June 1991..
 FE0789
 FE0789.The geoid height was determined by GEOID03.
 FE0789
 FE0789.The dynamic height is computed by dividing the NAVD 88
 FE0789.geopotential number by the normal gravity value computed on the
 FE0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0789.degrees latitude (g = 980.6199 gals.).
 FE0789
 FE0789.The modeled gravity was interpolated from observed gravity values.
 FE0789
 FE0789;                    North         East    Units  Estimated Accuracy
 FE0789;SPC TN       -   178,610.      349,240.      MT  (+/- 180 meters Scaled)
 FE0789
 FE0789                          SUPERSEDED SURVEY CONTROL
 FE0789
 FE0789  NGVD 29 (??/??/??)  123.805  (m)          406.18   (f) ADJUSTED    2 0
 FE0789
 FE0789.Superseded values are not recommended for survey control.
 FE0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0789.See file dsdata.txt to determine how the superseded data were derived.
 FE0789
 FE0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE395755(NAD 83)
 FE0789_MARKER: DB = BENCH MARK DISK
 FE0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0789_STAMPING: N 62 1935
 FE0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0789+STABILITY: SURFACE MOTION
 FE0789
 FE0789  HISTORY     - Date     Condition        Report By
 FE0789  HISTORY     - 1935     MONUMENTED       CGS
 FE0789  HISTORY     - 1948     GOOD             CGS
 FE0789  HISTORY     - 20020914 MARK NOT FOUND   USACE
 FE0789
 FE0789                          STATION DESCRIPTION
 FE0789
 FE0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FE0789'1.2 MI SW FROM MILAN.
 FE0789'ABOUT 1.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 FE0789'RAILROAD FROM THE STATION AT MILAN, ABOUT 0.5 MILE SOUTHWEST OF
 FE0789'MILE POST 284, 77 YARDS NORTHEAST OF A BLOCK SIGNAL, 30.5 FEET
 FE0789'NORTHWEST OF THE NORTHWEST RAIL, 28 FEET NORTHEAST OF THE
 FE0789'CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACK, 30 YARDS
 FE0789'SOUTHWEST OF THE TOP OF A GRADE IN THE GRAVEL ROAD AT A POINT
 FE0789'WHERE IT TURNS NORTH AND LEAVES TRACK, 52.5 FEET SOUTHWEST OF
 FE0789'A TELEPHONE POLE AND 10 FEET SOUTHEAST OF BEING IN LINE WITH THE
 FE0789'ROW OF POLES, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 FE0789'4.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FE0789'PROJECTING 6 INCHES.
 FE0789
 FE0789                          STATION RECOVERY (2002)
 FE0789
 FE0789'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0876 ***********************************************************************
 FE0876  DESIGNATION -  N 63
 FE0876  PID         -  FE0876
 FE0876  STATE/COUNTY-  TN/HAYWOOD
 FE0876  USGS QUAD   -  BROWNSVILLE (1983)
 FE0876
 FE0876                         *CURRENT SURVEY CONTROL
 FE0876  ___________________________________________________________________
 FE0876* NAD 83(1986)-  35 35 13.     (N)    089 16 11.     (W)     SCALED    
 FE0876* NAVD 88     -       102.711  (meters)     336.98   (feet)  ADJUSTED  
 FE0876  ___________________________________________________________________
 FE0876  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE0876  DYNAMIC HT  -         102.620 (meters)     336.68  (feet)  COMP
 FE0876  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 FE0876
 FE0876  VERT ORDER  -  SECOND    CLASS 0
 FE0876
 FE0876.The horizontal coordinates were scaled from a topographic map and have
 FE0876.an estimated accuracy of +/- 6 seconds.
 FE0876
 FE0876.The orthometric height was determined by differential leveling
 FE0876.and adjusted by the National Geodetic Survey in June 1991..
 FE0876
 FE0876.The geoid height was determined by GEOID03.
 FE0876
 FE0876.The dynamic height is computed by dividing the NAVD 88
 FE0876.geopotential number by the normal gravity value computed on the
 FE0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0876.degrees latitude (g = 980.6199 gals.).
 FE0876
 FE0876.The modeled gravity was interpolated from observed gravity values.
 FE0876
 FE0876;                    North         East    Units  Estimated Accuracy
 FE0876;SPC TN       -   144,040.      303,730.      MT  (+/- 180 meters Scaled)
 FE0876
 FE0876                          SUPERSEDED SURVEY CONTROL
 FE0876
 FE0876  NGVD 29 (??/??/??)  102.718  (m)          337.00   (f) ADJUSTED    2 0
 FE0876
 FE0876.Superseded values are not recommended for survey control.
 FE0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0876.See file dsdata.txt to determine how the superseded data were derived.
 FE0876
 FE0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE943405(NAD 83)
 FE0876_MARKER: DB = BENCH MARK DISK
 FE0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0876_STAMPING: N 63 1935
 FE0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0876+STABILITY: SURFACE MOTION
 FE0876
 FE0876  HISTORY     - Date     Condition        Report By
 FE0876  HISTORY     - 1935     MONUMENTED       CGS
 FE0876  HISTORY     - 1949     GOOD             CGS
 FE0876  HISTORY     - 1958     MARK NOT FOUND   CGS
 FE0876
 FE0876                          STATION DESCRIPTION
 FE0876
 FE0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FE0876'0.5 MI W FROM BROWNSVILLE.
 FE0876'0.5 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FE0876'FROM THE STATION AT BROWNSVILLE, HAYWOOD COUNTY, 14-1/2 RAILS
 FE0876'WEST OF MILEPOST 321, AT THE WEST EDGE OF TOWN, AT A ROAD
 FE0876'CROSSING, 5-1/2 RAILS WEST OF THE ROAD, 55 FEET SOUTH OF THE
 FE0876'CENTERLINE OF THE TRACK, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 FE0876'FENCE.  A STANDARD DISK, STAMPED N 63 1935 AND SET IN THE TOP OF
 FE0876'A CONCRETE POST.
 FE0876
 FE0876                          STATION RECOVERY (1958)
 FE0876
 FE0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FE0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1068 ***********************************************************************
 FE1068  DESIGNATION -  N 64
 FE1068  PID         -  FE1068
 FE1068  STATE/COUNTY-  TN/HARDEMAN
 FE1068  USGS QUAD   -  MIDDLEBURG (1980)
 FE1068
 FE1068                         *CURRENT SURVEY CONTROL
 FE1068  ___________________________________________________________________
 FE1068* NAD 83(1986)-  35 14 18.     (N)    089 01 11.     (W)     SCALED    
 FE1068* NAVD 88     -       152.206  (meters)     499.36   (feet)  ADJUSTED  
 FE1068  ___________________________________________________________________
 FE1068  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FE1068  DYNAMIC HT  -         152.064 (meters)     498.90  (feet)  COMP
 FE1068  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 FE1068
 FE1068  VERT ORDER  -  SECOND    CLASS 0
 FE1068
 FE1068.The horizontal coordinates were scaled from a topographic map and have
 FE1068.an estimated accuracy of +/- 6 seconds.
 FE1068
 FE1068.The orthometric height was determined by differential leveling
 FE1068.and adjusted by the National Geodetic Survey in June 1991..
 FE1068
 FE1068.The geoid height was determined by GEOID03.
 FE1068
 FE1068.The dynamic height is computed by dividing the NAVD 88
 FE1068.geopotential number by the normal gravity value computed on the
 FE1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1068.degrees latitude (g = 980.6199 gals.).
 FE1068
 FE1068.The modeled gravity was interpolated from observed gravity values.
 FE1068
 FE1068;                    North         East    Units  Estimated Accuracy
 FE1068;SPC TN       -   104,650.      325,180.      MT  (+/- 180 meters Scaled)
 FE1068
 FE1068                          SUPERSEDED SURVEY CONTROL
 FE1068
 FE1068  NGVD 29 (??/??/??)  152.188  (m)          499.30   (f) ADJUSTED    2 0
 FE1068
 FE1068.Superseded values are not recommended for survey control.
 FE1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1068.See file dsdata.txt to determine how the superseded data were derived.
 FE1068
 FE1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE162013(NAD 83)
 FE1068_MARKER: DB = BENCH MARK DISK
 FE1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1068_STAMPING: N 64 1935
 FE1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1068+STABILITY: SURFACE MOTION
 FE1068
 FE1068  HISTORY     - Date     Condition        Report By
 FE1068  HISTORY     - 1935     MONUMENTED       CGS
 FE1068  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FE1068
 FE1068                          STATION DESCRIPTION
 FE1068
 FE1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1068'1.8 MI S FROM BOLIVAR.
 FE1068'1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1068'STATION AT BOLIVAR, HARDEMAN COUNTY, ABOUT 11 RAILS SOUTH OF
 FE1068'MILEPOST 411, AT A ROAD CROSSING, 40 FEET EAST OF THE TRACK,
 FE1068'AND 10 FEET NORTH OF THE ROAD.  A STANDARD DISK, STAMPED N 64
 FE1068'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FE1068
 FE1068                          STATION RECOVERY (1987)
 FE1068
 FE1068'RECOVERY NOTE BY US POWER SQUADRON 1987 (GMK)
 FE1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE0785 ***********************************************************************
 FE0785  DESIGNATION -  N 65
 FE0785  PID         -  FE0785
 FE0785  STATE/COUNTY-  TN/MADISON
 FE0785  USGS QUAD   -  ADAIR (1979)
 FE0785
 FE0785                         *CURRENT SURVEY CONTROL
 FE0785  ___________________________________________________________________
 FE0785* NAD 83(1986)-  35 40 32.     (N)    088 59 40.     (W)     SCALED    
 FE0785* NAVD 88     -        99.892  (meters)     327.73   (feet)  ADJUSTED  
 FE0785  ___________________________________________________________________
 FE0785  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FE0785  DYNAMIC HT  -          99.803 (meters)     327.44  (feet)  COMP
 FE0785  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 FE0785
 FE0785  VERT ORDER  -  SECOND    CLASS 0
 FE0785
 FE0785.The horizontal coordinates were scaled from a topographic map and have
 FE0785.an estimated accuracy of +/- 6 seconds.
 FE0785
 FE0785.The orthometric height was determined by differential leveling
 FE0785.and adjusted by the National Geodetic Survey in June 1991..
 FE0785
 FE0785.The geoid height was determined by GEOID03.
 FE0785
 FE0785.The dynamic height is computed by dividing the NAVD 88
 FE0785.geopotential number by the normal gravity value computed on the
 FE0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE0785.degrees latitude (g = 980.6199 gals.).
 FE0785
 FE0785.The modeled gravity was interpolated from observed gravity values.
 FE0785
 FE0785;                    North         East    Units  Estimated Accuracy
 FE0785;SPC TN       -   153,070.      328,960.      MT  (+/- 180 meters Scaled)
 FE0785
 FE0785                          SUPERSEDED SURVEY CONTROL
 FE0785
 FE0785  NGVD 29 (??/??/??)   99.928  (m)          327.85   (f) ADJUSTED    2 0
 FE0785
 FE0785.Superseded values are not recommended for survey control.
 FE0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE0785.See file dsdata.txt to determine how the superseded data were derived.
 FE0785
 FE0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE195497(NAD 83)
 FE0785_MARKER: DB = BENCH MARK DISK
 FE0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE0785_STAMPING: N 65 1935
 FE0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE0785+STABILITY: SURFACE MOTION
 FE0785
 FE0785  HISTORY     - Date     Condition        Report By
 FE0785  HISTORY     - 1935     MONUMENTED       CGS
 FE0785  HISTORY     - 1959     MARK NOT FOUND   CGS
 FE0785
 FE0785                          STATION DESCRIPTION
 FE0785
 FE0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FE0785'6 MI E FROM BELLS.
 FE0785'IN MADISON COUNTY, 6.0 MILES EAST ALONG THE GULF, MOBILE AND
 FE0785'OHIO RAILROAD FROM THE STATION AT BELLS, CROCKETT COUNTY, 48
 FE0785'FEET EAST OF THE STATION AT ROBERTS, AND 18 FEET NORTH OF THE
 FE0785'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 65 1935 AND
 FE0785'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1179 ***********************************************************************
 FE1179  DESIGNATION -  N 67
 FE1179  PID         -  FE1179
 FE1179  STATE/COUNTY-  TN/SHELBY
 FE1179  USGS QUAD   -  ARLINGTON (1973)
 FE1179
 FE1179                         *CURRENT SURVEY CONTROL
 FE1179  ___________________________________________________________________
 FE1179* NAD 83(1986)-  35 17 09.     (N)    089 41 19.     (W)     SCALED    
 FE1179* NAVD 88     -        82.059  (meters)     269.22   (feet)  ADJUSTED  
 FE1179  ___________________________________________________________________
 FE1179  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1179  DYNAMIC HT  -          81.986 (meters)     268.98  (feet)  COMP
 FE1179  MODELED GRAV-     979,738.3   (mgal)                       NAVD 88
 FE1179
 FE1179  VERT ORDER  -  SECOND    CLASS 0
 FE1179
 FE1179.The horizontal coordinates were scaled from a topographic map and have
 FE1179.an estimated accuracy of +/- 6 seconds.
 FE1179
 FE1179.The orthometric height was determined by differential leveling
 FE1179.and adjusted by the National Geodetic Survey in June 1991..
 FE1179
 FE1179.The geoid height was determined by GEOID03.
 FE1179
 FE1179.The dynamic height is computed by dividing the NAVD 88
 FE1179.geopotential number by the normal gravity value computed on the
 FE1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1179.degrees latitude (g = 980.6199 gals.).
 FE1179
 FE1179.The modeled gravity was interpolated from observed gravity values.
 FE1179
 FE1179;                    North         East    Units  Estimated Accuracy
 FE1179;SPC TN       -   112,000.      264,530.      MT  (+/- 180 meters Scaled)
 FE1179
 FE1179                          SUPERSEDED SURVEY CONTROL
 FE1179
 FE1179  NGVD 29 (??/??/??)   82.050  (m)          269.19   (f) ADJUSTED    2 0
 FE1179
 FE1179.Superseded values are not recommended for survey control.
 FE1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1179.See file dsdata.txt to determine how the superseded data were derived.
 FE1179
 FE1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE554080(NAD 83)
 FE1179_MARKER: DB = BENCH MARK DISK
 FE1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1179_STAMPING: N 67 1935
 FE1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1179+STABILITY: SURFACE MOTION
 FE1179
 FE1179  HISTORY     - Date     Condition        Report By
 FE1179  HISTORY     - 1935     MONUMENTED       CGS
 FE1179  HISTORY     - 1963     MARK NOT FOUND   CGS
 FE1179
 FE1179                          STATION DESCRIPTION
 FE1179
 FE1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FE1179'1.7 MI S FROM ARLINGTON.
 FE1179'1.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 FE1179'THE STATION AT ARLINGTON, SHELBY COUNTY, ABOUT 1/4 MILE NORTH OF A
 FE1179'U.S. HIGHWAY 70 OVERPASS, AT A PRIVATE-ROAD CROSSING, 15 FEET NORTH
 FE1179'OF THE CENTERLINE OF THE ROAD, AND 18 FEET EAST OF THE CENTERLINE
 FE1179'OF THE TRACK.  A STANDARD DISK, STAMPED N 67 1935 AND SET IN THE
 FE1179'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 FE1179
 FE1179                          STATION RECOVERY (1963)
 FE1179
 FE1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FE1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0330 ***********************************************************************
 FF0330  DESIGNATION -  N 68
 FF0330  PID         -  FF0330
 FF0330  STATE/COUNTY-  TN/SHELBY
 FF0330  USGS QUAD   -  NORTHWEST MEMPHIS (1997)
 FF0330
 FF0330                         *CURRENT SURVEY CONTROL
 FF0330  ___________________________________________________________________
 FF0330* NAD 83(1986)-  35 10 50.     (N)    090 02 25.     (W)     SCALED    
 FF0330* NAVD 88     -        73.733  (meters)     241.91   (feet)  ADJUSTED  
 FF0330  ___________________________________________________________________
 FF0330  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FF0330  DYNAMIC HT  -          73.667 (meters)     241.69  (feet)  COMP
 FF0330  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 FF0330
 FF0330  VERT ORDER  -  FIRST     CLASS II
 FF0330
 FF0330.The horizontal coordinates were scaled from a topographic map and have
 FF0330.an estimated accuracy of +/- 6 seconds.
 FF0330
 FF0330.The orthometric height was determined by differential leveling
 FF0330.and adjusted by the National Geodetic Survey in June 1991..
 FF0330
 FF0330.The geoid height was determined by GEOID03.
 FF0330
 FF0330.The dynamic height is computed by dividing the NAVD 88
 FF0330.geopotential number by the normal gravity value computed on the
 FF0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0330.degrees latitude (g = 980.6199 gals.).
 FF0330
 FF0330.The modeled gravity was interpolated from observed gravity values.
 FF0330
 FF0330;                    North         East    Units  Estimated Accuracy
 FF0330;SPC TN       -   101,600.      232,080.      MT  (+/- 180 meters Scaled)
 FF0330
 FF0330                          SUPERSEDED SURVEY CONTROL
 FF0330
 FF0330  NGVD 29 (??/??/??)   73.693  (m)          241.77   (f) ADJUSTED    1 2
 FF0330
 FF0330.Superseded values are not recommended for survey control.
 FF0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0330.See file dsdata.txt to determine how the superseded data were derived.
 FF0330
 FF0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU695970(NAD 83)
 FF0330_MARKER: DB = BENCH MARK DISK
 FF0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0330_STAMPING: N 68 1935
 FF0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0330+STABILITY: SURFACE MOTION
 FF0330
 FF0330  HISTORY     - Date     Condition        Report By
 FF0330  HISTORY     - 1935     MONUMENTED       CGS
 FF0330  HISTORY     - 1957     GOOD             CGS
 FF0330  HISTORY     - 1974     MARK NOT FOUND   NGS
 FF0330
 FF0330                          STATION DESCRIPTION
 FF0330
 FF0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0330'AT MEMPHIS.
 FF0330'AT MEMPHIS, IN THE NORTHWEST PART OF THE CITY, ALONG THE ILLINOIS
 FF0330'CENTRAL RAILROAD, AT THE CROSSING OF PLUM STREET, ABOUT 0.6 MILE
 FF0330'SOUTH OF THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER THE WOLF RIVER,
 FF0330'ABOUT 0.15 MILE SOUTH-SOUTHWEST OF MILEPOST NO. 388, 21 FEET
 FF0330'WEST OF THE WEST RAIL OF THE MAIN TRACK, 31 FEET NORTH-NORTHWEST
 FF0330'OF THE CENTER OF THE CROSSING OF PLUM STREET AND THE MAIN TRACK,
 FF0330'27 FEET NORTH OF THE CENTER LINE OF PLUM STREET, 25 1/2 FEET SOUTH
 FF0330'OF THE SOUTH CORNER OF CONCRETE BASE OF THE SOUTHEAST LEG OF THE
 FF0330'JAMES E. STARK WATER TANK, 11 1/2 FEET SOUTH-SOUTHWEST OF THE
 FF0330'SOUTHWEST LEG OF OVERHEAD SIGNAL NO. J 3882, 14 FEET
 FF0330'NORTH-NORTHEAST OF A FENCE CORNER, 1 FOOT EAST-SOUTHEAST OF A
 FF0330'FENCE LINE, 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE
 FF0330'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FF0330'NOTE--LARGE BANK OF DIRT PILED UP ALONG CHAIN LINK FENCE AND
 FF0330'ALONG A SIDE TRACK THAT IS BETWEEN THE FENCE AND MAIN TRACK.
 FF0330'CONCRETE FOUND 2 FEET BELOW GROUND AT EXACT MEASUREMENT FOR
 FF0330'MARK.
 FF0330
 FF0330                          STATION RECOVERY (1974)
 FF0330
 FF0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FF0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1716 ***********************************************************************
 FE1716  DESIGNATION -  N 69
 FE1716  PID         -  FE1716
 FE1716  STATE/COUNTY-  TN/LAUDERDALE
 FE1716  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1716
 FE1716                         *CURRENT SURVEY CONTROL
 FE1716  ___________________________________________________________________
 FE1716* NAD 83(1986)-  35 40 20.     (N)    089 34 24.     (W)     SCALED    
 FE1716* NAVD 88     -        90.998  (meters)     298.55   (feet)  ADJUSTED  
 FE1716  ___________________________________________________________________
 FE1716  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 FE1716  DYNAMIC HT  -          90.921 (meters)     298.30  (feet)  COMP
 FE1716  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 FE1716
 FE1716  VERT ORDER  -  FIRST     CLASS I
 FE1716
 FE1716.The horizontal coordinates were scaled from a topographic map and have
 FE1716.an estimated accuracy of +/- 6 seconds.
 FE1716
 FE1716.The orthometric height was determined by differential leveling
 FE1716.and adjusted by the National Geodetic Survey in June 1991..
 FE1716
 FE1716.The geoid height was determined by GEOID03.
 FE1716
 FE1716.The dynamic height is computed by dividing the NAVD 88
 FE1716.geopotential number by the normal gravity value computed on the
 FE1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1716.degrees latitude (g = 980.6199 gals.).
 FE1716
 FE1716.The modeled gravity was interpolated from observed gravity values.
 FE1716
 FE1716;                    North         East    Units  Estimated Accuracy
 FE1716;SPC TN       -   154,450.      276,570.      MT  (+/- 180 meters Scaled)
 FE1716
 FE1716                          SUPERSEDED SURVEY CONTROL
 FE1716
 FE1716  NGVD 29 (??/??/??)   90.961  (m)          298.43   (f) ADJUSTED    1 1
 FE1716
 FE1716.Superseded values are not recommended for survey control.
 FE1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1716.See file dsdata.txt to determine how the superseded data were derived.
 FE1716
 FE1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE670506(NAD 83)
 FE1716_MARKER: DB = BENCH MARK DISK
 FE1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1716_STAMPING: N 69 1935
 FE1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1716+STABILITY: SURFACE MOTION
 FE1716
 FE1716  HISTORY     - Date     Condition        Report By
 FE1716  HISTORY     - 1935     MONUMENTED       CGS
 FE1716  HISTORY     - 1974     GOOD             NGS
 FE1716  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FE1716
 FE1716                          STATION DESCRIPTION
 FE1716
 FE1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1716'AT HENNING.
 FE1716'AT HENNING, SOUTHEAST OF AND ACROSS THREE TRACKS OF THE ILLINOIS
 FE1716'CENTRAL RAILROAD FROM THE BRICK CITY HALL BUILDING, 36.3 FEET
 FE1716'SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL
 FE1716'OF AN OLD ARCH TYPE UNDERPASS (SIXTH STREET), 23.7 FEET SOUTHEAST
 FE1716'OF THE SOUTHEAST RAIL OF MAIN TRACK (NORTHBOUND), 10 FEET
 FE1716'SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 1.1 FEET
 FE1716'NORTHWEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW LEVEL OF
 FE1716'RAILS AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FE1716
 FE1716                          STATION RECOVERY (2002)
 FE1716
 FE1716'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1468 ***********************************************************************
 FC1468  DESIGNATION -  N 7
 FC1468  PID         -  FC1468
 FC1468  STATE/COUNTY-  TN/WARREN
 FC1468  USGS QUAD   -  CARDWELL MOUNTAIN (1987)
 FC1468
 FC1468                         *CURRENT SURVEY CONTROL
 FC1468  ___________________________________________________________________
 FC1468* NAD 83(1986)-  35 43 05.     (N)    085 43 42.     (W)     SCALED    
 FC1468* NAVD 88     -       290.494  (meters)     953.06   (feet)  ADJUSTED  
 FC1468  ___________________________________________________________________
 FC1468  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FC1468  DYNAMIC HT  -         290.226 (meters)     952.18  (feet)  COMP
 FC1468  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 FC1468
 FC1468  VERT ORDER  -  SECOND    CLASS 0
 FC1468
 FC1468.The horizontal coordinates were scaled from a topographic map and have
 FC1468.an estimated accuracy of +/- 6 seconds.
 FC1468
 FC1468.The orthometric height was determined by differential leveling
 FC1468.and adjusted by the National Geodetic Survey in June 1991..
 FC1468
 FC1468.The geoid height was determined by GEOID03.
 FC1468
 FC1468.The dynamic height is computed by dividing the NAVD 88
 FC1468.geopotential number by the normal gravity value computed on the
 FC1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1468.degrees latitude (g = 980.6199 gals.).
 FC1468
 FC1468.The modeled gravity was interpolated from observed gravity values.
 FC1468
 FC1468;                    North         East    Units  Estimated Accuracy
 FC1468;SPC TN       -   153,670.      624,580.      MT  (+/- 180 meters Scaled)
 FC1468
 FC1468                          SUPERSEDED SURVEY CONTROL
 FC1468
 FC1468  NGVD 29 (??/??/92)  290.526  (m)          953.17   (f) ADJ UNCH    2 0
 FC1468
 FC1468.Superseded values are not recommended for survey control.
 FC1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1468.See file dsdata.txt to determine how the superseded data were derived.
 FC1468
 FC1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE150534(NAD 83)
 FC1468_MARKER: DB = BENCH MARK DISK
 FC1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1468_STAMPING: 953.400 N 7 1930
 FC1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1468+STABILITY: SURFACE MOTION
 FC1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC1468+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2003
 FC1468
 FC1468  HISTORY     - Date     Condition        Report By
 FC1468  HISTORY     - 1930     MONUMENTED       CGS
 FC1468  HISTORY     - 1934     GOOD             NGS
 FC1468  HISTORY     - 20030208 GOOD             TNDT
 FC1468
 FC1468                          STATION DESCRIPTION
 FC1468
 FC1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC1468'3.9 MI NE FROM MC MINNVILLE.
 FC1468'3.9 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 FC1468'LOUIS RAILWAY FROM THE STATION AT MC MINNVILLE, WARREN COUNTY,
 FC1468'BETWEEN POLES 38/3 AND 38/4, NEAR A ROAD CROSSING, 21 FEET
 FC1468'WEST OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE NORTH
 FC1468'RAIL, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER, AND 2 FEET
 FC1468'SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED 953.400 N 7 1930
 FC1468'AND SET IN THE TOP OF A CONCRETE POST.
 FC1468
 FC1468                          STATION RECOVERY (2003)
 FC1468
 FC1468'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 FC1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1040 ***********************************************************************
 FE1040  DESIGNATION -  N 72
 FE1040  PID         -  FE1040
 FE1040  STATE/COUNTY-  TN/HARDEMAN
 FE1040  USGS QUAD   -  WHITEVILLE (1981)
 FE1040
 FE1040                         *CURRENT SURVEY CONTROL
 FE1040  ___________________________________________________________________
 FE1040* NAD 83(1986)-  35 19 33.     (N)    089 08 35.     (W)     SCALED    
 FE1040* NAVD 88     -       144.554  (meters)     474.26   (feet)  ADJUSTED  
 FE1040  ___________________________________________________________________
 FE1040  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE1040  DYNAMIC HT  -         144.421 (meters)     473.82  (feet)  COMP
 FE1040  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 FE1040
 FE1040  VERT ORDER  -  SECOND    CLASS 0
 FE1040
 FE1040.The horizontal coordinates were scaled from a topographic map and have
 FE1040.an estimated accuracy of +/- 6 seconds.
 FE1040
 FE1040.The orthometric height was determined by differential leveling
 FE1040.and adjusted by the National Geodetic Survey in June 1991..
 FE1040
 FE1040.The geoid height was determined by GEOID03.
 FE1040
 FE1040.The dynamic height is computed by dividing the NAVD 88
 FE1040.geopotential number by the normal gravity value computed on the
 FE1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1040.degrees latitude (g = 980.6199 gals.).
 FE1040
 FE1040.The modeled gravity was interpolated from observed gravity values.
 FE1040
 FE1040;                    North         East    Units  Estimated Accuracy
 FE1040;SPC TN       -   114,710.      314,270.      MT  (+/- 180 meters Scaled)
 FE1040
 FE1040                          SUPERSEDED SURVEY CONTROL
 FE1040
 FE1040  NGVD 29 (??/??/??)  144.537  (m)          474.20   (f) ADJUSTED    2 0
 FE1040
 FE1040.Superseded values are not recommended for survey control.
 FE1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1040.See file dsdata.txt to determine how the superseded data were derived.
 FE1040
 FE1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE052112(NAD 83)
 FE1040_MARKER: DB = BENCH MARK DISK
 FE1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1040_STAMPING: N 72 1935
 FE1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1040+STABILITY: SURFACE MOTION
 FE1040
 FE1040  HISTORY     - Date     Condition        Report By
 FE1040  HISTORY     - 1935     MONUMENTED       CGS
 FE1040  HISTORY     - 1957     MARK NOT FOUND   USGS
 FE1040
 FE1040                          STATION DESCRIPTION
 FE1040
 FE1040'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FE1040'AT WHITEVILLE.
 FE1040'AT WHITEVILLE, HARDEMAN COUNTY, ON U.S. HIGHWAY 64, AT THE EAST
 FE1040'END OF TOWN, 100 YARDS EAST OF THE CITY SERVICE STATION IN 1935,
 FE1040'60 FEET NORTH OF THE LELAND BLAISARD HOUSE IN 1935, AT THE
 FE1040'INTERSECTION OF A NORTH-AND-SOUTH STREET, 60 FEET EAST OF THE
 FE1040'CENTERLINE OF THE STREET, AND 35 FEET NORTH OF THE CENTERLINE
 FE1040'OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 72 1935 AND SET IN
 FE1040'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1015 ***********************************************************************
 FE1015  DESIGNATION -  N 73
 FE1015  PID         -  FE1015
 FE1015  STATE/COUNTY-  TN/FAYETTE
 FE1015  USGS QUAD   -  LAMBERT (1983)
 FE1015
 FE1015                         *CURRENT SURVEY CONTROL
 FE1015  ___________________________________________________________________
 FE1015* NAD 83(1986)-  35 19 25.     (N)    089 27 17.     (W)     SCALED    
 FE1015* NAVD 88     -        98.473  (meters)     323.07   (feet)  ADJUSTED  
 FE1015  ___________________________________________________________________
 FE1015  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FE1015  DYNAMIC HT  -          98.385 (meters)     322.78  (feet)  COMP
 FE1015  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 FE1015
 FE1015  VERT ORDER  -  SECOND    CLASS 0
 FE1015
 FE1015.The horizontal coordinates were scaled from a topographic map and have
 FE1015.an estimated accuracy of +/- 6 seconds.
 FE1015
 FE1015.The orthometric height was determined by differential leveling
 FE1015.and adjusted by the National Geodetic Survey in June 1991..
 FE1015
 FE1015.The geoid height was determined by GEOID03.
 FE1015
 FE1015.The dynamic height is computed by dividing the NAVD 88
 FE1015.geopotential number by the normal gravity value computed on the
 FE1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1015.degrees latitude (g = 980.6199 gals.).
 FE1015
 FE1015.The modeled gravity was interpolated from observed gravity values.
 FE1015
 FE1015;                    North         East    Units  Estimated Accuracy
 FE1015;SPC TN       -   115,420.      285,940.      MT  (+/- 180 meters Scaled)
 FE1015
 FE1015                          SUPERSEDED SURVEY CONTROL
 FE1015
 FE1015  NGVD 29 (??/??/??)   98.456  (m)          323.02   (f) ADJUSTED    2 0
 FE1015
 FE1015.Superseded values are not recommended for survey control.
 FE1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1015.See file dsdata.txt to determine how the superseded data were derived.
 FE1015
 FE1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE768116(NAD 83)
 FE1015_MARKER: DB = BENCH MARK DISK
 FE1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1015_STAMPING: N 73 1935
 FE1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1015+STABILITY: SURFACE MOTION
 FE1015
 FE1015  HISTORY     - Date     Condition        Report By
 FE1015  HISTORY     - 1935     MONUMENTED       CGS
 FE1015  HISTORY     - 1952     MARK NOT FOUND   USGS
 FE1015
 FE1015                          STATION DESCRIPTION
 FE1015
 FE1015'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FE1015'8.8 MI NW FROM SOMERVILLE.
 FE1015'8.8 MILES NORTHWEST ALONG STATE HIGHWAY 59 FROM THE COUNTY
 FE1015'COURTHOUSE AT SOMERVILLE, FAYETTE COUNTY, 0.2 MILE NORTH OF A
 FE1015'BRIDGE OVER A CREEK, 0.1 MILE SOUTH OF A TIN-ROOFED HOUSE AT THE
 FE1015'TOP OF A HILL, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 FE1015'HIGHWAY.  A STANDARD DISK, STAMPED N 73 1935 AND SET IN THE TOP
 FE1015'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1429 ***********************************************************************
 FE1429  DESIGNATION -  N 74 RESET
 FE1429  PID         -  FE1429
 FE1429  STATE/COUNTY-  TN/SHELBY
 FE1429  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE1429
 FE1429                         *CURRENT SURVEY CONTROL
 FE1429  ___________________________________________________________________
 FE1429* NAD 83(1986)-  35 03 01.     (N)    089 52 40.     (W)     SCALED    
 FE1429* NAVD 88     -        92.53   (+/-2cm)     303.6    (feet)  VERTCON   
 FE1429  ___________________________________________________________________
 FE1429  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FE1429
 FE1429  VERT ORDER  -  THIRD (See Below)
 FE1429
 FE1429.The horizontal coordinates were scaled from a topographic map and have
 FE1429.an estimated accuracy of +/- 6 seconds.
 FE1429
 FE1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE1429.The vertical order pertains to the NGVD 29 superseded value.
 FE1429
 FE1429.The geoid height was determined by GEOID03.
 FE1429
 FE1429;                    North         East    Units  Estimated Accuracy
 FE1429;SPC TN       -    86,550.      246,300.      MT  (+/- 180 meters Scaled)
 FE1429
 FE1429                          SUPERSEDED SURVEY CONTROL
 FE1429
 FE1429  NGVD 29 (??/??/??)   92.49   (m)          303.4    (f) RESET       3  
 FE1429
 FE1429.Superseded values are not recommended for survey control.
 FE1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1429.See file dsdata.txt to determine how the superseded data were derived.
 FE1429
 FE1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD375824(NAD 83)
 FE1429_MARKER: DB = BENCH MARK DISK
 FE1429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FE1429_SP_SET: CURB
 FE1429_STAMPING: N 74 RESET 1970
 FE1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1429
 FE1429  HISTORY     - Date     Condition        Report By
 FE1429  HISTORY     - 1970     MONUMENTED       NGS
 FE1429  HISTORY     - 19950711 GOOD             TN1620
 FE1429
 FE1429                          STATION DESCRIPTION
 FE1429
 FE1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FE1429'2.8 MI E FROM OAKVILLE.
 FE1429'ABOUT 2.75 MILES EAST ALONG WINCHESTER ROAD FROM THE INTERSECTION
 FE1429'WITH U.S. HIGHWAY 78 AT OAKVILLE, ABOUT 0.1 OF A MILE
 FE1429'SOUTH-SOUTHEAST OF THE HILL-TOP FARM, 90 FEET WEST OF GUYED
 FE1429'UTILITY POLE NO. 34844, 77 FEET EAST OF THE APPROXIMATE CENTER
 FE1429'OF A GRAVELED DRIVEWAY LEADING NORTH INTO RESIDENCE NO. 5542, 63
 FE1429'FEET EAST OF THE WEST END OF A CHAIN LINK FENCE, 40 FEET NORTH
 FE1429'OF THE APPROXIMATE CENTER OF EXISTING WINCHESTER ROAD, 26 FEET
 FE1429'NORTH OF THE APPROXIMATE CENTER OF PROPOSED WINCHESTER ROAD, 9.5
 FE1429'FEET SOUTH OF THE CHAIN LINK FENCE, AND 4.5 FEET SOUTH OF THE
 FE1429'SOUTH EDGE OF A CONCRETE SIDEWALK.  A STANDARD DISK CEMENTED IN
 FE1429'A DRILL HOLE IN THE 8-INCH CONCRETE CURB OF THE GUTTER ALONG THE
 FE1429'NORTH SIDE OF WINCHESTER ROAD, AND THE DISK IS STAMPED N 74 RESET
 FE1429'1970.  NO WITNESS POST SET DUE TO THE MARKS LOCATION IN A TENDED
 FE1429'AREA.
 FE1429
 FE1429                          STATION RECOVERY (1995)
 FE1429
 FE1429'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (SB)
 FE1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0465 ***********************************************************************
 FF0465  DESIGNATION -  N 75
 FF0465  PID         -  FF0465
 FF0465  STATE/COUNTY-  TN/SHELBY
 FF0465  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0465
 FF0465                         *CURRENT SURVEY CONTROL
 FF0465  ___________________________________________________________________
 FF0465* NAD 83(1986)-  35 05 11.     (N)    090 03 14.     (W)     SCALED    
 FF0465* NAVD 88     -        69.807  (meters)     229.03   (feet)  ADJUSTED  
 FF0465  ___________________________________________________________________
 FF0465  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0465  DYNAMIC HT  -          69.743 (meters)     228.82  (feet)  COMP
 FF0465  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 FF0465
 FF0465  VERT ORDER  -  FIRST     CLASS I
 FF0465
 FF0465.The horizontal coordinates were scaled from a topographic map and have
 FF0465.an estimated accuracy of +/- 6 seconds.
 FF0465
 FF0465.The orthometric height was determined by differential leveling
 FF0465.and adjusted by the National Geodetic Survey in July 1994..
 FF0465.WARNING-Repeat measurements at this control monument indicate possible
 FF0465.vertical movement.
 FF0465
 FF0465.The geoid height was determined by GEOID03.
 FF0465
 FF0465.The dynamic height is computed by dividing the NAVD 88
 FF0465.geopotential number by the normal gravity value computed on the
 FF0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0465.degrees latitude (g = 980.6199 gals.).
 FF0465
 FF0465.The modeled gravity was interpolated from observed gravity values.
 FF0465
 FF0465;                    North         East    Units  Estimated Accuracy
 FF0465;SPC TN       -    91,210.      230,410.      MT  (+/- 180 meters Scaled)
 FF0465
 FF0465                          SUPERSEDED SURVEY CONTROL
 FF0465
 FF0465  NAVD 88 (06/15/91)   69.802  (m)          229.01   (f) UNKNOWN     1 1
 FF0465  NGVD 29 (??/??/??)   69.776  (m)          228.92   (f) ADJUSTED    1 1
 FF0465
 FF0465.Superseded values are not recommended for survey control.
 FF0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0465.See file dsdata.txt to determine how the superseded data were derived.
 FF0465
 FF0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU685865(NAD 83)
 FF0465_MARKER: DB = BENCH MARK DISK
 FF0465_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0465_SP_SET: PIER
 FF0465_STAMPING: N 75 1956
 FF0465_MARK LOGO: CGS   
 FF0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0465+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 FF0465
 FF0465  HISTORY     - Date     Condition        Report By
 FF0465  HISTORY     - 1956     MONUMENTED       CGS
 FF0465  HISTORY     - 1974     GOOD             NGS
 FF0465  HISTORY     - 1976     GOOD             NGS
 FF0465  HISTORY     - 19911112 GOOD             NGS
 FF0465  HISTORY     - 19950306 GOOD             TN1620
 FF0465  HISTORY     - 20021028 GOOD             USACE
 FF0465
 FF0465                          STATION DESCRIPTION
 FF0465
 FF0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FF0465'AT MEMPHIS.
 FF0465'AT MEMPHIS, 0.5 MILE EAST ALONG MALLORY AVENUE FROM THE INTERSECTION
 FF0465'OF FLORIDA STREET, THENCE 0.2 MILE EAST OF THE INTERSECTION
 FF0465'OF SOUTH THIRD STREET (U.S. HIGHWAY 61), AT THE OVERPASS OF THE
 FF0465'ILLINOIS CENTRAL RAILROAD OVER MALLORY AVENUE, 2 1/2 FEET NORTH
 FF0465'OF THE NORTH CURB OF MALLORY AVENUE, SET VERTICALLY IN THE EAST
 FF0465'FACE OF THE NORTH CONCRETE PIER OF OVERPASS, 2.2 FEET ABOVE LEVEL
 FF0465'OF THE SIDEWALK.
 FF0465
 FF0465                          STATION RECOVERY (1976)
 FF0465
 FF0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FF0465'RECOVERED IN GOOD CONDITION.
 FF0465
 FF0465                          STATION RECOVERY (1991)
 FF0465
 FF0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FF0465'IN MEMPHIS, AT THE INTERSECTION OF MALLORY AVENUE AND THE ILLINOIS
 FF0465'CENTRAL GULF RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE FIRST
 FF0465'CONCRETE PIER SOUTH OF THE NORTH ABUTMENT OF THE RAILROAD OVERPASS OF
 FF0465'THE AVENUE, 7.0 M (23.0 FT) NORTH OF THE AVENUE CENTERLINE, 0.8 M
 FF0465'(2.6 FT) ABOVE THE LEVEL OF THE AVENUE, AND 0.6 M (2.0 FT) ABOVE THE
 FF0465'LEVEL OF A SIDEWALK.
 FF0465
 FF0465                          STATION RECOVERY (1995)
 FF0465
 FF0465'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (MP)
 FF0465'RECOVERED IN GOOD CONDITION.
 FF0465
 FF0465                          STATION RECOVERY (2002)
 FF0465
 FF0465'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1378 ***********************************************************************
 GB1378  DESIGNATION -  N 77
 GB1378  PID         -  GB1378
 GB1378  STATE/COUNTY-  TN/PICKETT
 GB1378  USGS QUAD   -  MOODYVILLE (1962)
 GB1378
 GB1378                         *CURRENT SURVEY CONTROL
 GB1378  ___________________________________________________________________
 GB1378* NAD 83(1986)-  36 37 18.     (N)    085 05 12.     (W)     SCALED    
 GB1378* NAVD 88     -       304.262  (meters)     998.23   (feet)  ADJUSTED  
 GB1378  ___________________________________________________________________
 GB1378  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 GB1378  DYNAMIC HT  -         303.997 (meters)     997.36  (feet)  COMP
 GB1378  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 GB1378
 GB1378  VERT ORDER  -  SECOND    CLASS 0
 GB1378
 GB1378.The horizontal coordinates were scaled from a topographic map and have
 GB1378.an estimated accuracy of +/- 6 seconds.
 GB1378
 GB1378.The orthometric height was determined by differential leveling
 GB1378.and adjusted by the National Geodetic Survey in June 1991..
 GB1378
 GB1378.The geoid height was determined by GEOID03.
 GB1378
 GB1378.The dynamic height is computed by dividing the NAVD 88
 GB1378.geopotential number by the normal gravity value computed on the
 GB1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1378.degrees latitude (g = 980.6199 gals.).
 GB1378
 GB1378.The modeled gravity was interpolated from observed gravity values.
 GB1378
 GB1378;                    North         East    Units  Estimated Accuracy
 GB1378;SPC TN       -   254,280.      681,700.      MT  (+/- 180 meters Scaled)
 GB1378
 GB1378                          SUPERSEDED SURVEY CONTROL
 GB1378
 GB1378  NGVD 29 (??/??/92)  304.388  (m)          998.65   (f) ADJ UNCH    2 0
 GB1378
 GB1378.Superseded values are not recommended for survey control.
 GB1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1378.See file dsdata.txt to determine how the superseded data were derived.
 GB1378
 GB1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF710546(NAD 83)
 GB1378_MARKER: DB = BENCH MARK DISK
 GB1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1378_STAMPING: N 77 1935
 GB1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1378+STABILITY: SURFACE MOTION
 GB1378
 GB1378  HISTORY     - Date     Condition        Report By
 GB1378  HISTORY     - 1935     MONUMENTED       CGS
 GB1378  HISTORY     - 1951     GOOD             NGS
 GB1378
 GB1378                          STATION DESCRIPTION
 GB1378
 GB1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1378'AT STATIC.
 GB1378'AT STATIC, 112 FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF
 GB1378'TENNESSEE STATE HIGHWAYS 28 AND 42 AND KENTUCKY STATE HIGHWAY
 GB1378'35, 27 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 42, 152 FEET
 GB1378'SOUTHEAST AND ACROSS HIGHWAY 42 FROM THE SOUTH CORNER OF GENES
 GB1378'PLACE AND ABOUT 1 FOOT SOUTHWEST OF BEING IN LINE WITH SOUTHWEST
 GB1378'FACE OF BUILDING, 21 FEET SOUTH-SOUTHWEST OF NORTHWEST CORNER OF
 GB1378'NICHOLAS FURNITURE STORE BUILDING, 19 FEET WEST OF WEST FACE
 GB1378'OF FURNITURE STORE BUILDING, ABOUT 1/2 FOOT BELOW HIGHWAY AND
 GB1378'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0992 ***********************************************************************
 GB0992  DESIGNATION -  N 78
 GB0992  PID         -  GB0992
 GB0992  STATE/COUNTY-  TN/FENTRESS
 GB0992  USGS QUAD   -  JAMESTOWN (1979)
 GB0992
 GB0992                         *CURRENT SURVEY CONTROL
 GB0992  ___________________________________________________________________
 GB0992* NAD 83(1986)-  36 28 49.     (N)    084 57 23.     (W)     SCALED    
 GB0992* NAVD 88     -       526.427  (meters)    1727.12   (feet)  ADJUSTED  
 GB0992  ___________________________________________________________________
 GB0992  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GB0992  DYNAMIC HT  -         525.964 (meters)    1725.60  (feet)  COMP
 GB0992  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 GB0992
 GB0992  VERT ORDER  -  SECOND    CLASS 0
 GB0992
 GB0992.The horizontal coordinates were scaled from a topographic map and have
 GB0992.an estimated accuracy of +/- 6 seconds.
 GB0992
 GB0992.The orthometric height was determined by differential leveling
 GB0992.and adjusted by the National Geodetic Survey in June 1991..
 GB0992
 GB0992.The geoid height was determined by GEOID03.
 GB0992
 GB0992.The dynamic height is computed by dividing the NAVD 88
 GB0992.geopotential number by the normal gravity value computed on the
 GB0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0992.degrees latitude (g = 980.6199 gals.).
 GB0992
 GB0992.The modeled gravity was interpolated from observed gravity values.
 GB0992
 GB0992;                    North         East    Units  Estimated Accuracy
 GB0992;SPC TN       -   238,710.      693,520.      MT  (+/- 180 meters Scaled)
 GB0992
 GB0992                          SUPERSEDED SURVEY CONTROL
 GB0992
 GB0992  NGVD 29 (??/??/92)  526.538  (m)         1727.48   (f) ADJ UNCH    2 0
 GB0992
 GB0992.Superseded values are not recommended for survey control.
 GB0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0992.See file dsdata.txt to determine how the superseded data were derived.
 GB0992
 GB0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF830391(NAD 83)
 GB0992_MARKER: DB = BENCH MARK DISK
 GB0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0992_STAMPING: N 78 1935
 GB0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0992+STABILITY: SURFACE MOTION
 GB0992
 GB0992  HISTORY     - Date     Condition        Report By
 GB0992  HISTORY     - 1935     MONUMENTED       CGS
 GB0992
 GB0992                          STATION DESCRIPTION
 GB0992
 GB0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB0992'4.2 MI N FROM JAMESTOWN.
 GB0992'4.2 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE COUNTY COURTHOUSE
 GB0992'AT JAMESTOWN, FENTRESS COUNTY, 74 FEET SOUTHWEST OF THE SOUTHWEST
 GB0992'CORNER OF A SMALL YELLOW FARMHOUSE, 32 FEET EAST OF THE CENTERLINE
 GB0992'OF THE HIGHWAY, 32 FEET NORTH OF AN 18-INCH PINE TREE, 3 FEET
 GB0992'WEST OF A WIRE FENCE AROUND A SMALL GARDEN, AND ABOUT 2 FEET
 GB0992'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 78 1935
 GB0992'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0116 ***********************************************************************
 GB0116  DESIGNATION -  N 79
 GB0116  PID         -  GB0116
 GB0116  STATE/COUNTY-  TN/CAMPBELL
 GB0116  USGS QUAD   -  JELLICO EAST (1982)
 GB0116
 GB0116                         *CURRENT SURVEY CONTROL
 GB0116  ___________________________________________________________________
 GB0116* NAD 83(1986)-  36 33 07.     (N)    084 00 28.     (W)     SCALED    
 GB0116* NAVD 88     -       328.587  (meters)    1078.04   (feet)  ADJUSTED  
 GB0116  ___________________________________________________________________
 GB0116  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 GB0116  DYNAMIC HT  -         328.301 (meters)    1077.10  (feet)  COMP
 GB0116  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 GB0116
 GB0116  VERT ORDER  -  SECOND    CLASS 0
 GB0116
 GB0116.The horizontal coordinates were scaled from a topographic map and have
 GB0116.an estimated accuracy of +/- 6 seconds.
 GB0116
 GB0116.The orthometric height was determined by differential leveling
 GB0116.and adjusted by the National Geodetic Survey in June 1991..
 GB0116
 GB0116.The geoid height was determined by GEOID03.
 GB0116
 GB0116.The dynamic height is computed by dividing the NAVD 88
 GB0116.geopotential number by the normal gravity value computed on the
 GB0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0116.degrees latitude (g = 980.6199 gals.).
 GB0116
 GB0116.The modeled gravity was interpolated from observed gravity values.
 GB0116
 GB0116;                    North         East    Units  Estimated Accuracy
 GB0116;SPC TN       -   247,980.      778,360.      MT  (+/- 180 meters Scaled)
 GB0116
 GB0116                          SUPERSEDED SURVEY CONTROL
 GB0116
 GB0116  NGVD 29 (??/??/92)  328.732  (m)         1078.51   (f) ADJ UNCH    2 0
 GB0116
 GB0116.Superseded values are not recommended for survey control.
 GB0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0116.See file dsdata.txt to determine how the superseded data were derived.
 GB0116
 GB0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF678493(NAD 83)
 GB0116_MARKER: DB = BENCH MARK DISK
 GB0116_SETTING: 80 = SET IN A BOULDER
 GB0116_SP_SET: BOULDER
 GB0116_STAMPING: N 79 1935 1078.515
 GB0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0116+STABILITY: SURFACE MOTION
 GB0116
 GB0116  HISTORY     - Date     Condition        Report By
 GB0116  HISTORY     - 1935     MONUMENTED       CGS
 GB0116  HISTORY     - 1957     POOR             NGS
 GB0116
 GB0116                          STATION DESCRIPTION
 GB0116
 GB0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GB0116'2.8 MI SE FROM HOLTON.
 GB0116'2.8 MILES SOUTHEAST ALONG A BRANCH LINE OF THE LOUISVILLE AND
 GB0116'NASHVILLE RAILROAD, (NOW LEASED BY THE SOUTHERN RAILROAD)
 GB0116'RUNNING BETWEEN HOLTON AND ANTHRAS, FROM THE STATION AT HOLTON,
 GB0116'10-1/2 RAILS EAST OF THE SECOND BRIDGE EAST OF HOLTON, SET IN
 GB0116'THE TOP OF A LARGE BOULDER, 10 FEET NORTH OF THE NORTH RAIL, AND
 GB0116'ABOUT 2 FEET ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0803 ***********************************************************************
 FC0803  DESIGNATION -  N 8
 FC0803  PID         -  FC0803
 FC0803  STATE/COUNTY-  TN/CUMBERLAND
 FC0803  USGS QUAD   -  DORTON (1991)
 FC0803
 FC0803                         *CURRENT SURVEY CONTROL
 FC0803  ___________________________________________________________________
 FC0803* NAD 83(1986)-  35 55 40.     (N)    084 55 15.     (W)     SCALED    
 FC0803* NAVD 88     -       514.372  (meters)    1687.57   (feet)  ADJUSTED  
 FC0803  ___________________________________________________________________
 FC0803  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FC0803  DYNAMIC HT  -         513.896 (meters)    1686.01  (feet)  COMP
 FC0803  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FC0803
 FC0803  VERT ORDER  -  SECOND    CLASS 0
 FC0803
 FC0803.The horizontal coordinates were scaled from a topographic map and have
 FC0803.an estimated accuracy of +/- 6 seconds.
 FC0803
 FC0803.The orthometric height was determined by differential leveling
 FC0803.and adjusted by the National Geodetic Survey in June 1991..
 FC0803
 FC0803.The geoid height was determined by GEOID03.
 FC0803
 FC0803.The dynamic height is computed by dividing the NAVD 88
 FC0803.geopotential number by the normal gravity value computed on the
 FC0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0803.degrees latitude (g = 980.6199 gals.).
 FC0803
 FC0803.The modeled gravity was interpolated from observed gravity values.
 FC0803
 FC0803;                    North         East    Units  Estimated Accuracy
 FC0803;SPC TN       -   177,440.      697,380.      MT  (+/- 180 meters Scaled)
 FC0803
 FC0803                          SUPERSEDED SURVEY CONTROL
 FC0803
 FC0803  NGVD 29 (??/??/92)  514.458  (m)         1687.85   (f) ADJ UNCH    2 0
 FC0803
 FC0803.Superseded values are not recommended for survey control.
 FC0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0803.See file dsdata.txt to determine how the superseded data were derived.
 FC0803
 FC0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE875779(NAD 83)
 FC0803_MARKER: DB = BENCH MARK DISK
 FC0803_SETTING: 66 = SET IN ROCK OUTCROP
 FC0803_SP_SET: ROCK OUTCROP
 FC0803_STAMPING: N 8 1931
 FC0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC0803+STABILITY: POSITION/ELEVATION WELL
 FC0803
 FC0803  HISTORY     - Date     Condition        Report By
 FC0803  HISTORY     - 1931     MONUMENTED       CGS
 FC0803  HISTORY     - 1960     GOOD             NGS
 FC0803
 FC0803                          STATION DESCRIPTION
 FC0803
 FC0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FC0803'3.8 MI NW FROM CRAB ORCHARD.
 FC0803'FROM THE POST OFFICE IN CRAB ORCHARD, GO 2.4 MILES NORTHWEST ON
 FC0803'A PAVED ROAD AND GRAVELED ROAD TO A SHARP CURVE, THEN 0.9 MILE
 FC0803'NORTHWEST ON INTERSTATE HIGHWAY 40, THEN ABOUT 0.2 MILE SOUTH
 FC0803'ACROSS COUNTRY TO THE TENNESSEE CENTRAL RAILWAY, THEN 0.4 MILE
 FC0803'SOUTHEAST ON THE TENNESSEE CENTRAL RAILWAY.  THE BENCH MARK IS AT
 FC0803'THE SOUTH END OF A CUT, 12 1/2 RAILS SOUTH OF MILE POST 138, AND
 FC0803'12 FT. WEST OF THE WEST RAIL.  THE DISK IS CEMENTED IN A DRILL
 FC0803'HOLE IN OUTCROPPING BEDROCK AND ABOUT 2 FT. ABOVE THE LEVEL OF
 FC0803'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1973 ***********************************************************************
 GB1973  DESIGNATION -  N 82
 GB1973  PID         -  GB1973
 GB1973  STATE/COUNTY-  TN/CLAY
 GB1973  USGS QUAD   -  RED BOILING SPRINGS (1968)
 GB1973
 GB1973                         *CURRENT SURVEY CONTROL
 GB1973  ___________________________________________________________________
 GB1973* NAD 83(1986)-  36 33 40.     (N)    085 47 56.     (W)     SCALED    
 GB1973* NAVD 88     -       287.800  (meters)     944.22   (feet)  ADJUSTED  
 GB1973  ___________________________________________________________________
 GB1973  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 GB1973  DYNAMIC HT  -         287.557 (meters)     943.43  (feet)  COMP
 GB1973  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 GB1973
 GB1973  VERT ORDER  -  SECOND    CLASS 0
 GB1973
 GB1973.The horizontal coordinates were scaled from a topographic map and have
 GB1973.an estimated accuracy of +/- 6 seconds.
 GB1973
 GB1973.The orthometric height was determined by differential leveling
 GB1973.and adjusted by the National Geodetic Survey in June 1991..
 GB1973
 GB1973.The geoid height was determined by GEOID03.
 GB1973
 GB1973.The dynamic height is computed by dividing the NAVD 88
 GB1973.geopotential number by the normal gravity value computed on the
 GB1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1973.degrees latitude (g = 980.6199 gals.).
 GB1973
 GB1973.The modeled gravity was interpolated from observed gravity values.
 GB1973
 GB1973;                    North         East    Units  Estimated Accuracy
 GB1973;SPC TN       -   247,200.      618,000.      MT  (+/- 180 meters Scaled)
 GB1973
 GB1973                          SUPERSEDED SURVEY CONTROL
 GB1973
 GB1973  NGVD 29 (??/??/92)  287.903  (m)          944.56   (f) ADJ UNCH    2 0
 GB1973
 GB1973.Superseded values are not recommended for survey control.
 GB1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1973.See file dsdata.txt to determine how the superseded data were derived.
 GB1973
 GB1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF074468(NAD 83)
 GB1973_MARKER: DB = BENCH MARK DISK
 GB1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1973_STAMPING: N 82 1935
 GB1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1973+STABILITY: SURFACE MOTION
 GB1973
 GB1973  HISTORY     - Date     Condition        Report By
 GB1973  HISTORY     - 1935     MONUMENTED       CGS
 GB1973
 GB1973                          STATION DESCRIPTION
 GB1973
 GB1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GB1973'4.1 MI E FROM RED BOILING SPRINGS.
 GB1973'IN CLAY COUNTY, 4.1 MILES EAST ALONG STATE HIGHWAY 52 FROM RED
 GB1973'BOILING SPRINGS, MACON COUNTY, 97 YARDS WEST OF THE RESIDENCE
 GB1973'OF H.L. WOOD, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GB1973'2.5 FEET WEST OF A GARDEN FENCE, AND 0.5 FOOT LOWER THAN THE
 GB1973'HIGHWAY.  A STANDARD DISK, STAMPED N 82 1935 AND SET IN THE TOP
 GB1973'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0203 ***********************************************************************
 GC0203  DESIGNATION -  N 83
 GC0203  PID         -  GC0203
 GC0203  STATE/COUNTY-  TN/SUMNER
 GC0203  USGS QUAD   -  BETHPAGE (1994)
 GC0203
 GC0203                         *CURRENT SURVEY CONTROL
 GC0203  ___________________________________________________________________
 GC0203* NAD 83(1986)-  36 23 49.     (N)    086 19 34.     (W)     SCALED    
 GC0203* NAVD 88     -       166.131  (meters)     545.05   (feet)  ADJUSTED  
 GC0203  ___________________________________________________________________
 GC0203  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC0203  DYNAMIC HT  -         165.996 (meters)     544.61  (feet)  COMP
 GC0203  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 GC0203
 GC0203  VERT ORDER  -  SECOND    CLASS 0
 GC0203
 GC0203.The horizontal coordinates were scaled from a topographic map and have
 GC0203.an estimated accuracy of +/- 6 seconds.
 GC0203
 GC0203.The orthometric height was determined by differential leveling
 GC0203.and adjusted by the National Geodetic Survey in June 1991..
 GC0203
 GC0203.The geoid height was determined by GEOID03.
 GC0203
 GC0203.The dynamic height is computed by dividing the NAVD 88
 GC0203.geopotential number by the normal gravity value computed on the
 GC0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0203.degrees latitude (g = 980.6199 gals.).
 GC0203
 GC0203.The modeled gravity was interpolated from observed gravity values.
 GC0203
 GC0203;                    North         East    Units  Estimated Accuracy
 GC0203;SPC TN       -   229,010.      570,750.      MT  (+/- 180 meters Scaled)
 GC0203
 GC0203                          SUPERSEDED SURVEY CONTROL
 GC0203
 GC0203  NGVD 29 (??/??/92)  166.198  (m)          545.27   (f) ADJ UNCH    2 0
 GC0203
 GC0203.Superseded values are not recommended for survey control.
 GC0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0203.See file dsdata.txt to determine how the superseded data were derived.
 GC0203
 GC0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF604281(NAD 83)
 GC0203_MARKER: DB = BENCH MARK DISK
 GC0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0203_STAMPING: N 83 1935
 GC0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0203+STABILITY: SURFACE MOTION
 GC0203
 GC0203  HISTORY     - Date     Condition        Report By
 GC0203  HISTORY     - 1935     MONUMENTED       CGS
 GC0203
 GC0203                          STATION DESCRIPTION
 GC0203
 GC0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0203'0.8 MI W FROM CASTALIAN SPRINGS.
 GC0203'0.8 MILE WEST ALONG STATE HIGHWAY 25 FROM CASTALIAN SPRINGS,
 GC0203'SUMNER COUNTY, 29 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE
 GC0203'BLEDSOE SCHOOL, 18 FEET NORTHWEST OF AN 18-INCH OAK TREE, 27
 GC0203'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET
 GC0203'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 83 1935
 GC0203'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1622 ***********************************************************************
 GB1622  DESIGNATION -  N 84
 GB1622  PID         -  GB1622
 GB1622  STATE/COUNTY-  TN/PUTNAM
 GB1622  USGS QUAD   -  COOKEVILLE EAST (1986)
 GB1622
 GB1622                         *CURRENT SURVEY CONTROL
 GB1622  ___________________________________________________________________
 GB1622* NAD 83(1986)-  36 11 20.     (N)    085 22 46.     (W)     SCALED    
 GB1622* NAVD 88     -       433.013  (meters)    1420.64   (feet)  POSTED    
 GB1622  ___________________________________________________________________
 GB1622  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GB1622  DYNAMIC HT  -         432.620 (meters)    1419.35  (feet)  COMP
 GB1622  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 GB1622
 GB1622  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GB1622
 GB1622.The horizontal coordinates were scaled from a topographic map and have
 GB1622.an estimated accuracy of +/- 6 seconds.
 GB1622
 GB1622.The orthometric height was determined by differential leveling
 GB1622.and adjusted by the National Geodetic Survey in 1992..
 GB1622.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GB1622.rate of 3.1 thru 4.0 mm/km.
 GB1622
 GB1622.The geoid height was determined by GEOID03.
 GB1622
 GB1622.The dynamic height is computed by dividing the NAVD 88
 GB1622.geopotential number by the normal gravity value computed on the
 GB1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1622.degrees latitude (g = 980.6199 gals.).
 GB1622
 GB1622.The modeled gravity was interpolated from observed gravity values.
 GB1622
 GB1622;                    North         East    Units  Estimated Accuracy
 GB1622;SPC TN       -   206,050.      655,820.      MT  (+/- 180 meters Scaled)
 GB1622
 GB1622                          SUPERSEDED SURVEY CONTROL
 GB1622
 GB1622  NGVD 29 (??/??/92)  433.072  (m)         1420.84   (f) ADJ UNCH    2 0
 GB1622
 GB1622.Superseded values are not recommended for survey control.
 GB1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1622.See file dsdata.txt to determine how the superseded data were derived.
 GB1622
 GB1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF457061(NAD 83)
 GB1622_MARKER: DB = BENCH MARK DISK
 GB1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1622_STAMPING: N 84 1935
 GB1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1622+STABILITY: SURFACE MOTION
 GB1622
 GB1622  HISTORY     - Date     Condition        Report By
 GB1622  HISTORY     - 1935     MONUMENTED       CGS
 GB1622  HISTORY     - 1950     GOOD             NGS
 GB1622
 GB1622                          STATION DESCRIPTION
 GB1622
 GB1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GB1622'AT BROTHERTON.
 GB1622'AT BROTHERTON, PUTNAM COUNTY, 0.1 MILE EAST OF THE TENNESSEE
 GB1622'CENTRAL RAILWAY STATION, 25 FEET NORTHWEST OF THE INTERSECTION OF
 GB1622'THE NORTH RAIL WITH THE CENTERLINE OF A DIRT ROAD, 15 FEET WEST
 GB1622'OF THE CENTERLINE OF THE ROAD, 11 FEET NORTH OF THE NORTH RAIL,
 GB1622'AND ABOUT 0.5 FOOT LOWER THAN THE RAIL.  A STANDARD DISK,
 GB1622'STAMPED N 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0361 ***********************************************************************
 GC0361  DESIGNATION -  N 85
 GC0361  PID         -  GC0361
 GC0361  STATE/COUNTY-  TN/DAVIDSON
 GC0361  USGS QUAD   -  NASHVILLE EAST (1983)
 GC0361
 GC0361                         *CURRENT SURVEY CONTROL
 GC0361  ___________________________________________________________________
 GC0361* NAD 83(1986)-  36 10 39.     (N)    086 40 43.     (W)     SCALED    
 GC0361* NAVD 88     -       158.674  (meters)     520.58   (feet)  ADJUSTED  
 GC0361  ___________________________________________________________________
 GC0361  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC0361  DYNAMIC HT  -         158.539 (meters)     520.14  (feet)  COMP
 GC0361  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 GC0361
 GC0361  VERT ORDER  -  SECOND    CLASS 0
 GC0361
 GC0361.The horizontal coordinates were scaled from a topographic map and have
 GC0361.an estimated accuracy of +/- 6 seconds.
 GC0361
 GC0361.The orthometric height was determined by differential leveling
 GC0361.and adjusted by the National Geodetic Survey in June 1991..
 GC0361
 GC0361.The geoid height was determined by GEOID03.
 GC0361
 GC0361.The dynamic height is computed by dividing the NAVD 88
 GC0361.geopotential number by the normal gravity value computed on the
 GC0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0361.degrees latitude (g = 980.6199 gals.).
 GC0361
 GC0361.The modeled gravity was interpolated from observed gravity values.
 GC0361
 GC0361;                    North         East    Units  Estimated Accuracy
 GC0361;SPC TN       -   204,820.      538,950.      MT  (+/- 180 meters Scaled)
 GC0361
 GC0361                          SUPERSEDED SURVEY CONTROL
 GC0361
 GC0361  NGVD 29 (??/??/92)  158.713  (m)          520.71   (f) ADJ UNCH    2 0
 GC0361
 GC0361.Superseded values are not recommended for survey control.
 GC0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0361.See file dsdata.txt to determine how the superseded data were derived.
 GC0361
 GC0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF289036(NAD 83)
 GC0361_MARKER: DB = BENCH MARK DISK
 GC0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0361_STAMPING: N 85 1935
 GC0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0361+STABILITY: SURFACE MOTION
 GC0361
 GC0361  HISTORY     - Date     Condition        Report By
 GC0361  HISTORY     - 1935     MONUMENTED       CGS
 GC0361  HISTORY     - 1957     MARK NOT FOUND   NGS
 GC0361
 GC0361                          STATION DESCRIPTION
 GC0361
 GC0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GC0361'1.2 MI W FROM DONELSON.
 GC0361'1.2 MILES WEST ALONG THE TENNESSEE CENTRAL RAILWAY FROM THE STATION
 GC0361'AT DONELSON, DAVIDSON COUNTY, 55 FEET NORTHWEST OF THE CENTERLINE
 GC0361'OF A ROAD, 21 FEET NORTHEAST OF THE NORTHEAST RAIL, AND LEVEL
 GC0361'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED N 85 1935 AND
 GC0361'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0349 ***********************************************************************
 GC0349  DESIGNATION -  N 86
 GC0349  PID         -  GC0349
 GC0349  STATE/COUNTY-  TN/SUMNER
 GC0349  USGS QUAD   -  HENDERSONVILLE (1983)
 GC0349
 GC0349                         *CURRENT SURVEY CONTROL
 GC0349  ___________________________________________________________________
 GC0349* NAD 83(1986)-  36 21 16.     (N)    086 32 02.     (W)     SCALED    
 GC0349* NAVD 88     -       144.619  (meters)     474.47   (feet)  ADJUSTED  
 GC0349  ___________________________________________________________________
 GC0349  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC0349  DYNAMIC HT  -         144.498 (meters)     474.07  (feet)  COMP
 GC0349  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GC0349
 GC0349  VERT ORDER  -  SECOND    CLASS 0
 GC0349
 GC0349.The horizontal coordinates were scaled from a topographic map and have
 GC0349.an estimated accuracy of +/- 6 seconds.
 GC0349
 GC0349.The orthometric height was determined by differential leveling
 GC0349.and adjusted by the National Geodetic Survey in June 1991..
 GC0349
 GC0349.The geoid height was determined by GEOID03.
 GC0349
 GC0349.The dynamic height is computed by dividing the NAVD 88
 GC0349.geopotential number by the normal gravity value computed on the
 GC0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0349.degrees latitude (g = 980.6199 gals.).
 GC0349
 GC0349.The modeled gravity was interpolated from observed gravity values.
 GC0349
 GC0349;                    North         East    Units  Estimated Accuracy
 GC0349;SPC TN       -   224,380.      552,080.      MT  (+/- 180 meters Scaled)
 GC0349
 GC0349                          SUPERSEDED SURVEY CONTROL
 GC0349
 GC0349  NGVD 29 (??/??/92)  144.678  (m)          474.66   (f) ADJ UNCH    2 0
 GC0349
 GC0349.Superseded values are not recommended for survey control.
 GC0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0349.See file dsdata.txt to determine how the superseded data were derived.
 GC0349
 GC0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF418233(NAD 83)
 GC0349_MARKER: DB = BENCH MARK DISK
 GC0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0349_STAMPING: N 86 1935
 GC0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0349+STABILITY: SURFACE MOTION
 GC0349
 GC0349  HISTORY     - Date     Condition        Report By
 GC0349  HISTORY     - 1935     MONUMENTED       CGS
 GC0349
 GC0349                          STATION DESCRIPTION
 GC0349
 GC0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC0349'AT PILOT KNOB.
 GC0349'AT PILOT KNOB, SUMNER COUNTY, ON THE LOUISVILLE AND NASHVILLE
 GC0349'RAILROAD, 100 YARDS SOUTH OF THE STATION, 2.0 MILES NORTH OF THE
 GC0349'STATION AT AVONDALE, 130 YARDS NORTH OF THE NORTH END OF BRIDGE
 GC0349'NO. 33 OVER A CREEK AND A DIRT ROAD, 22 FEET NORTHWEST OF THE
 GC0349'NORTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE BASE OF THE RAIL.
 GC0349'A STANDARD DISK, STAMPED N 86 1935 AND SET IN THE TOP OF A
 GC0349'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1020 ***********************************************************************
 GC1020  DESIGNATION -  N 87
 GC1020  PID         -  GC1020
 GC1020  STATE/COUNTY-  TN/ROBERTSON
 GC1020  USGS QUAD   -  SPRINGFIELD NORTH (1983)
 GC1020
 GC1020                         *CURRENT SURVEY CONTROL
 GC1020  ___________________________________________________________________
 GC1020* NAD 83(1986)-  36 31 08.     (N)    086 55 58.     (W)     SCALED    
 GC1020* NAVD 88     -       194.317  (meters)     637.52   (feet)  ADJUSTED  
 GC1020  ___________________________________________________________________
 GC1020  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GC1020  DYNAMIC HT  -         194.155 (meters)     636.99  (feet)  COMP
 GC1020  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 GC1020
 GC1020  VERT ORDER  -  SECOND    CLASS 0
 GC1020
 GC1020.The horizontal coordinates were scaled from a topographic map and have
 GC1020.an estimated accuracy of +/- 6 seconds.
 GC1020
 GC1020.The orthometric height was determined by differential leveling
 GC1020.and adjusted by the National Geodetic Survey in June 1991..
 GC1020
 GC1020.The geoid height was determined by GEOID03.
 GC1020
 GC1020.The dynamic height is computed by dividing the NAVD 88
 GC1020.geopotential number by the normal gravity value computed on the
 GC1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1020.degrees latitude (g = 980.6199 gals.).
 GC1020
 GC1020.The modeled gravity was interpolated from observed gravity values.
 GC1020
 GC1020;                    North         East    Units  Estimated Accuracy
 GC1020;SPC TN       -   242,890.      516,450.      MT  (+/- 180 meters Scaled)
 GC1020
 GC1020                          SUPERSEDED SURVEY CONTROL
 GC1020
 GC1020  NGVD 29 (??/??/92)  194.369  (m)          637.69   (f) ADJ UNCH    2 0
 GC1020
 GC1020.Superseded values are not recommended for survey control.
 GC1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1020.See file dsdata.txt to determine how the superseded data were derived.
 GC1020
 GC1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF060415(NAD 83)
 GC1020_MARKER: DB = BENCH MARK DISK
 GC1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1020_STAMPING: N 87 1935
 GC1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1020+STABILITY: SURFACE MOTION
 GC1020
 GC1020  HISTORY     - Date     Condition        Report By
 GC1020  HISTORY     - 1935     MONUMENTED       CGS
 GC1020
 GC1020                          STATION DESCRIPTION
 GC1020
 GC1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GC1020'2.5 MI NW FROM SPRINGFIELD.
 GC1020'2.5 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GC1020'FROM THE STATION AT SPRINGFIELD, ROBERTSON COUNTY, 0.3 MILE
 GC1020'WEST OF A WOODEN OVERHEAD HIGHWAY BRIDGE, 60 FEET SOUTHEAST
 GC1020'OF MILEPOST L 200, 35 FEET SOUTH OF THE SOUTH RAIL, AND 0.5
 GC1020'FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 GC1020'N 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0298 ***********************************************************************
 FF0298  DESIGNATION -  N 88
 FF0298  PID         -  FF0298
 FF0298  STATE/COUNTY-  TN/SHELBY
 FF0298  USGS QUAD   -  LOCKE (1970)
 FF0298
 FF0298                         *CURRENT SURVEY CONTROL
 FF0298  ___________________________________________________________________
 FF0298* NAD 83(1986)-  35 17 02.     (N)    090 02 21.     (W)     SCALED    
 FF0298* NAVD 88     -        97.793  (meters)     320.84   (feet)  ADJUSTED  
 FF0298  ___________________________________________________________________
 FF0298  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FF0298  DYNAMIC HT  -          97.706 (meters)     320.56  (feet)  COMP
 FF0298  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FF0298
 FF0298  VERT ORDER  -  FIRST     CLASS II
 FF0298
 FF0298.The horizontal coordinates were scaled from a topographic map and have
 FF0298.an estimated accuracy of +/- 6 seconds.
 FF0298
 FF0298.The orthometric height was determined by differential leveling
 FF0298.and adjusted by the National Geodetic Survey in June 1991..
 FF0298
 FF0298.The geoid height was determined by GEOID03.
 FF0298
 FF0298.The dynamic height is computed by dividing the NAVD 88
 FF0298.geopotential number by the normal gravity value computed on the
 FF0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0298.degrees latitude (g = 980.6199 gals.).
 FF0298
 FF0298.The modeled gravity was interpolated from observed gravity values.
 FF0298
 FF0298;                    North         East    Units  Estimated Accuracy
 FF0298;SPC TN       -   113,050.      232,660.      MT  (+/- 180 meters Scaled)
 FF0298
 FF0298                          SUPERSEDED SURVEY CONTROL
 FF0298
 FF0298  NGVD 29 (??/??/??)   97.757  (m)          320.72   (f) ADJUSTED    1 2
 FF0298
 FF0298.Superseded values are not recommended for survey control.
 FF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0298.See file dsdata.txt to determine how the superseded data were derived.
 FF0298
 FF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV692085(NAD 83)
 FF0298_MARKER: DB = BENCH MARK DISK
 FF0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0298_STAMPING: N 88 1957
 FF0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0298+STABILITY: SURFACE MOTION
 FF0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0298+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 FF0298
 FF0298  HISTORY     - Date     Condition        Report By
 FF0298  HISTORY     - 1957     MONUMENTED       CGS
 FF0298  HISTORY     - 20021021 GOOD             USACE
 FF0298
 FF0298                          STATION DESCRIPTION
 FF0298
 FF0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FF0298'4.6 MI SW FROM LOCKE.
 FF0298'4.65 MILES SOUTHWEST ALONG THE BENJESTOWN ROAD FROM THE E.E.
 FF0298'JETER SCHOOL AT LOCKE, NEAR THE JUNCTION OF FITE ROAD LEADING
 FF0298'EAST AND THE MT. VERNON METHODIST CHURCH AND CEMETERY, 143 FEET
 FF0298'EAST OF THE CENTER LINE OF BENJESTOWN ROAD, 158 FEET SOUTH OF
 FF0298'THE CENTER LINE OF FITE ROAD, 112 1/2 FEET NORTH OF THE NORTHWEST
 FF0298'CORNER OF THE NEW ADDITION OF THE MT. VERNON METHODIST CHURCH,
 FF0298'36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF PARSONAGE, 6 3/4
 FF0298'FEET WEST OF THE NORTHWEST CORNER OF GRAVESTONE OF CLARENCE
 FF0298'CLEVELAND AND IDA LAURA NELSON, 94 FEET NORTH OF THE CENTER OF
 FF0298'THE STEEL GATE AT ENTRANCE TO CEMETERY, 1 FOOT WEST OF THE WIRE
 FF0298'FENCE ALONG THE WEST BOUNDARY OF THE CEMETERY, 8 FEET SOUTH OF A
 FF0298'POWER LINE POLE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 FF0298'A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FF0298
 FF0298                          STATION RECOVERY (2002)
 FF0298
 FF0298'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1658 ***********************************************************************
 FE1658  DESIGNATION -  N 89
 FE1658  PID         -  FE1658
 FE1658  STATE/COUNTY-  TN/TIPTON
 FE1658  USGS QUAD   -  NODENA (1983)
 FE1658
 FE1658                         *CURRENT SURVEY CONTROL
 FE1658  ___________________________________________________________________
 FE1658* NAD 83(1986)-  35 33 49.     (N)    089 53 07.     (W)     SCALED    
 FE1658* NAVD 88     -        73.559  (meters)     241.33   (feet)  ADJUSTED  
 FE1658  ___________________________________________________________________
 FE1658  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FE1658  DYNAMIC HT  -          73.496 (meters)     241.13  (feet)  COMP
 FE1658  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 FE1658
 FE1658  VERT ORDER  -  FIRST     CLASS II
 FE1658
 FE1658.The horizontal coordinates were scaled from a topographic map and have
 FE1658.an estimated accuracy of +/- 6 seconds.
 FE1658
 FE1658.The orthometric height was determined by differential leveling
 FE1658.and adjusted by the National Geodetic Survey in June 1991..
 FE1658
 FE1658.The geoid height was determined by GEOID03.
 FE1658
 FE1658.The dynamic height is computed by dividing the NAVD 88
 FE1658.geopotential number by the normal gravity value computed on the
 FE1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1658.degrees latitude (g = 980.6199 gals.).
 FE1658
 FE1658.The modeled gravity was interpolated from observed gravity values.
 FE1658
 FE1658;                    North         East    Units  Estimated Accuracy
 FE1658;SPC TN       -   143,490.      247,880.      MT  (+/- 180 meters Scaled)
 FE1658
 FE1658                          SUPERSEDED SURVEY CONTROL
 FE1658
 FE1658  NGVD 29 (??/??/??)   73.530  (m)          241.24   (f) ADJUSTED    1 2
 FE1658
 FE1658.Superseded values are not recommended for survey control.
 FE1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1658.See file dsdata.txt to determine how the superseded data were derived.
 FE1658
 FE1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE384393(NAD 83)
 FE1658_MARKER: DB = BENCH MARK DISK
 FE1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1658_STAMPING: N 89 1957
 FE1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1658+STABILITY: SURFACE MOTION
 FE1658
 FE1658  HISTORY     - Date     Condition        Report By
 FE1658  HISTORY     - 1957     MONUMENTED       CGS
 FE1658  HISTORY     - 20020807 MARK NOT FOUND   USACE
 FE1658
 FE1658                          STATION DESCRIPTION
 FE1658
 FE1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1658'5.1 MI N FROM RANDOLPH.
 FE1658'3.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE RANDOLPH
 FE1658'METHODIST CHURCH AT RANDOLPH, THENCE 1.55 MILES NORTHWEST ALONG
 FE1658'A GRADED ROAD, THENCE 0.35 MILE NORTH ALONG A DIRT FARM ROAD, 0.9
 FE1658'MILE SOUTH OF THE SOUTH BANK OF THE HATCHIE RIVER, ABOUT 1.0
 FE1658'MILE SOUTH AND ACROSS THE HATCHIE RIVER FROM BENCH MARK 30-12-B
 FE1658'(USE), ABOUT 0.15 MILE EAST OF THE LEFT BANK OF THE MISSISSIPPI
 FE1658'RIVER, 0.3 MILE NORTH OF A Y JUNCTION OF FARM ROADS, NEAR THE
 FE1658'PROPERTY LINE OF THE FARMS OF BLAIN ROBERTS AND M. MAC MILLIAN,
 FE1658'NEAR THE WEST EDGE OF A SMALL THORN THICKET, 373 FEET EAST OF
 FE1658'A WELL PUMP AT AN ABANDONED HOME SITE, 99 FEET NORTH OF THE
 FE1658'JUNCTION OF A FARM ROAD LEADING WEST TO ABOVE HOMESITE AND ROAD
 FE1658'LEADING NORTHEAST AROUND THE EAST SIDE OF THICKET, 14 FEET
 FE1658'SOUTH-SOUTHWEST OF AN 8-INCH THORN TREE, 20 FEET NORTHWEST OF A
 FE1658'6 INCH THORN TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FE1658'ABOUT LEVEL WITH THE FARM ROAD LEADING TO HOMESITE AND SET IN
 FE1658'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FE1658
 FE1658                          STATION RECOVERY (2002)
 FE1658
 FE1658'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1334 ***********************************************************************
 FE1334  DESIGNATION -  N 90
 FE1334  PID         -  FE1334
 FE1334  STATE/COUNTY-  TN/TIPTON
 FE1334  USGS QUAD   -  DRUMMONDS (1983)
 FE1334
 FE1334                         *CURRENT SURVEY CONTROL
 FE1334  ___________________________________________________________________
 FE1334* NAD 83(1986)-  35 25 58.     (N)    089 57 57.     (W)     SCALED    
 FE1334* NAVD 88     -        77.824  (meters)     255.33   (feet)  ADJUSTED  
 FE1334  ___________________________________________________________________
 FE1334  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FE1334  DYNAMIC HT  -          77.755 (meters)     255.10  (feet)  COMP
 FE1334  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 FE1334
 FE1334  VERT ORDER  -  FIRST     CLASS II
 FE1334
 FE1334.The horizontal coordinates were scaled from a topographic map and have
 FE1334.an estimated accuracy of +/- 6 seconds.
 FE1334
 FE1334.The orthometric height was determined by differential leveling
 FE1334.and adjusted by the National Geodetic Survey in June 1991..
 FE1334
 FE1334.The geoid height was determined by GEOID03.
 FE1334
 FE1334.The dynamic height is computed by dividing the NAVD 88
 FE1334.geopotential number by the normal gravity value computed on the
 FE1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1334.degrees latitude (g = 980.6199 gals.).
 FE1334
 FE1334.The modeled gravity was interpolated from observed gravity values.
 FE1334
 FE1334;                    North         East    Units  Estimated Accuracy
 FE1334;SPC TN       -   129,280.      239,990.      MT  (+/- 180 meters Scaled)
 FE1334
 FE1334                          SUPERSEDED SURVEY CONTROL
 FE1334
 FE1334  NGVD 29 (??/??/??)   77.791  (m)          255.22   (f) ADJUSTED    1 2
 FE1334
 FE1334.Superseded values are not recommended for survey control.
 FE1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1334.See file dsdata.txt to determine how the superseded data were derived.
 FE1334
 FE1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE307250(NAD 83)
 FE1334_MARKER: DB = BENCH MARK DISK
 FE1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1334_STAMPING: N 90 1957
 FE1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1334+STABILITY: SURFACE MOTION
 FE1334
 FE1334  HISTORY     - Date     Condition        Report By
 FE1334  HISTORY     - 1957     MONUMENTED       CGS
 FE1334  HISTORY     - 20021007 MARK NOT FOUND   USACE
 FE1334
 FE1334                          STATION DESCRIPTION
 FE1334
 FE1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1334'3.5 MI NW FROM DIXONVILLE.
 FE1334'ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM A CONCRETE
 FE1334'BLOCK CHURCH AT DIXONVILLE, THENCE 1.8 MILES NORTHWEST ALONG A
 FE1334'GRAVEL ROAD, THENCE 1.0 MILE SOUTH-SOUTHWEST ALONG A GRAVEL ROAD,
 FE1334'ABOUT 0.45 MILE NORTH-NORTHEAST OF THE JUNCTION OF A ROAD
 FE1334'LEADING SOUTHEAST, 23 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FE1334'280 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 FE1334'ROAD AND A DRIVEWAY LEADING EAST TO A TARPAPER COVERED HOUSE, 52
 FE1334'FEET EAST-SOUTHEAST AND ACROSS THE ROAD FROM A POWER LINE POLE,
 FE1334'22 FEET WEST-NORTHWEST OF A BLAZED 28-INCH DOUBLE BODIED ELM
 FE1334'TREE, 9 FEET NORTHEAST OF A 10-INCH ELM TREE, 1 FOOT EAST OF A
 FE1334'FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 FE1334'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 FE1334'POST PROJECTING 3 INCHES.
 FE1334
 FE1334                          STATION RECOVERY (2002)
 FE1334
 FE1334'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1334'SUSPECTED DESTROYED DUE TO DITCH WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1763 ***********************************************************************
 FE1763  DESIGNATION -  N 91
 FE1763  PID         -  FE1763
 FE1763  STATE/COUNTY-  TN/LAUDERDALE
 FE1763  USGS QUAD   -  CHIC (1983)
 FE1763
 FE1763                         *CURRENT SURVEY CONTROL
 FE1763  ___________________________________________________________________
 FE1763* NAD 83(1986)-  35 54 56.     (N)    089 37 38.     (W)     SCALED    
 FE1763* NAVD 88     -        78.320  (meters)     256.95   (feet)  ADJUSTED  
 FE1763  ___________________________________________________________________
 FE1763  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FE1763  DYNAMIC HT  -          78.254 (meters)     256.74  (feet)  COMP
 FE1763  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 FE1763
 FE1763  VERT ORDER  -  FIRST     CLASS I
 FE1763
 FE1763.The horizontal coordinates were scaled from a topographic map and have
 FE1763.an estimated accuracy of +/- 6 seconds.
 FE1763
 FE1763.The orthometric height was determined by differential leveling
 FE1763.and adjusted by the National Geodetic Survey in June 1991..
 FE1763
 FE1763.The geoid height was determined by GEOID03.
 FE1763
 FE1763.The dynamic height is computed by dividing the NAVD 88
 FE1763.geopotential number by the normal gravity value computed on the
 FE1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1763.degrees latitude (g = 980.6199 gals.).
 FE1763
 FE1763.The modeled gravity was interpolated from observed gravity values.
 FE1763
 FE1763;                    North         East    Units  Estimated Accuracy
 FE1763;SPC TN       -   181,610.      272,700.      MT  (+/- 180 meters Scaled)
 FE1763
 FE1763                          SUPERSEDED SURVEY CONTROL
 FE1763
 FE1763  NGVD 29 (??/??/??)   78.260  (m)          256.76   (f) ADJUSTED    1 1
 FE1763
 FE1763.Superseded values are not recommended for survey control.
 FE1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1763.See file dsdata.txt to determine how the superseded data were derived.
 FE1763
 FE1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE629777(NAD 83)
 FE1763_MARKER: DB = BENCH MARK DISK
 FE1763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1763_SP_SET: 56 FEET
 FE1763_STAMPING: N 91 1957
 FE1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1763+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 FE1763
 FE1763  HISTORY     - Date     Condition        Report By
 FE1763  HISTORY     - 1957     MONUMENTED       CGS
 FE1763  HISTORY     - 1974     GOOD             NGS
 FE1763  HISTORY     - 20020809 GOOD             USACE
 FE1763
 FE1763                          STATION DESCRIPTION
 FE1763
 FE1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1763'13.8 MI W FROM HALLS.
 FE1763'ABOUT 13.75 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1763'BAPTIST CHURCH AT HALLS, SET IN THE SOUTHWEST LAWN OF JAMES
 FE1763'C. MOORE PROPERTY, WEST AND ACROSS A GRAVEL ROAD LEADING SOUTH
 FE1763'FROM HALES POINT BAPTIST CHURCH, 95.2 FEET WEST OF THE CENTER
 FE1763'LINE OF GRAVEL ROAD LEADING SOUTH, 88.5 FEET SOUTH OF THE CENTER
 FE1763'LINE OF THE HIGHWAY, 62.6 FEET SOUTH OF POWER POLE WITH
 FE1763'TRANSFORMER AND TWO GUY WIRES, 40.7 FEET WEST-SOUTHWEST OF THE
 FE1763'SOUTHWEST CORNER OF THE HOME OF JAMES C. MOORE, 15.6 FEET SOUTH
 FE1763'OF THE SOUTHWEST CORNER OF PUMP HOUSE, 3.5 FEET BELOW LEVEL OF
 FE1763'THE HIGHWAY AND ON TOP OF A COPPER COATED STEEL ROD, 0.3 FOOT
 FE1763'BELOW GROUND AND PROTECTED BY A 4-INCH TILE, 0.4 FOOT BELOW
 FE1763'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 FE1763
 FE1763                          STATION RECOVERY (2002)
 FE1763
 FE1763'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1392 ***********************************************************************
 FE1392  DESIGNATION -  N 92
 FE1392  PID         -  FE1392
 FE1392  STATE/COUNTY-  TN/SHELBY
 FE1392  USGS QUAD   -  MILLINGTON (1997)
 FE1392
 FE1392                         *CURRENT SURVEY CONTROL
 FE1392  ___________________________________________________________________
 FE1392* NAD 83(1986)-  35 19 56.     (N)    089 54 04.     (W)     SCALED    
 FE1392* NAVD 88     -        79.478  (meters)     260.75   (feet)  ADJUSTED  
 FE1392  ___________________________________________________________________
 FE1392  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 FE1392  DYNAMIC HT  -          79.407 (meters)     260.52  (feet)  COMP
 FE1392  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 FE1392
 FE1392  VERT ORDER  -  SECOND    CLASS 0
 FE1392
 FE1392.The horizontal coordinates were scaled from a topographic map and have
 FE1392.an estimated accuracy of +/- 6 seconds.
 FE1392
 FE1392.The orthometric height was determined by differential leveling
 FE1392.and adjusted by the National Geodetic Survey in June 1991..
 FE1392
 FE1392.The geoid height was determined by GEOID03.
 FE1392
 FE1392.The dynamic height is computed by dividing the NAVD 88
 FE1392.geopotential number by the normal gravity value computed on the
 FE1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1392.degrees latitude (g = 980.6199 gals.).
 FE1392
 FE1392.The modeled gravity was interpolated from observed gravity values.
 FE1392
 FE1392;                    North         East    Units  Estimated Accuracy
 FE1392;SPC TN       -   117,900.      245,420.      MT  (+/- 180 meters Scaled)
 FE1392
 FE1392                          SUPERSEDED SURVEY CONTROL
 FE1392
 FE1392  NGVD 29 (??/??/??)   79.458  (m)          260.69   (f) ADJUSTED    2 0
 FE1392
 FE1392.Superseded values are not recommended for survey control.
 FE1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1392.See file dsdata.txt to determine how the superseded data were derived.
 FE1392
 FE1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE363137(NAD 83)
 FE1392_MARKER: DB = BENCH MARK DISK
 FE1392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1392_SP_SET: BRIDGE
 FE1392_STAMPING: N 92 1957
 FE1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1392+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 FE1392
 FE1392  HISTORY     - Date     Condition        Report By
 FE1392  HISTORY     - 1957     MONUMENTED       CGS
 FE1392  HISTORY     - 20021007 GOOD             USACE
 FE1392
 FE1392                          STATION DESCRIPTION
 FE1392
 FE1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1392'1 MI SW FROM MILLINGTON.
 FE1392'ABOUT 0.95 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 FE1392'FROM THE STATION AT MILLINGTON, ABOUT 0.2 MILE NORTH OF MILEPOST
 FE1392'NO. 375, ON TOP OF THE EAST END OF THE NORTH ONE OF TWO CONCRETE
 FE1392'PIER OF THE RAILROAD BRIDGE OVER BIG CREEK, 9 1/2 FEET EAST OF
 FE1392'THE EAST RAIL OF 3 TRACKS, 3/4 FEET WEST OF THE EAST END OF THE
 FE1392'PIER AND 6 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 FE1392
 FE1392                          STATION RECOVERY (2002)
 FE1392
 FE1392'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1327 ***********************************************************************
 FE1327  DESIGNATION -  N 93
 FE1327  PID         -  FE1327
 FE1327  STATE/COUNTY-  TN/TIPTON
 FE1327  USGS QUAD   -  MUNFORD (1983)
 FE1327
 FE1327                         *CURRENT SURVEY CONTROL
 FE1327  ___________________________________________________________________
 FE1327* NAD 83(1986)-  35 26 44.     (N)    089 47 36.     (W)     SCALED    
 FE1327* NAVD 88     -       134.363  (meters)     440.82   (feet)  ADJUSTED  
 FE1327  ___________________________________________________________________
 FE1327  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FE1327  DYNAMIC HT  -         134.246 (meters)     440.44  (feet)  COMP
 FE1327  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 FE1327
 FE1327  VERT ORDER  -  FIRST     CLASS I
 FE1327
 FE1327.The horizontal coordinates were scaled from a topographic map and have
 FE1327.an estimated accuracy of +/- 6 seconds.
 FE1327
 FE1327.The orthometric height was determined by differential leveling
 FE1327.and adjusted by the National Geodetic Survey in June 1991..
 FE1327
 FE1327.The geoid height was determined by GEOID03.
 FE1327
 FE1327.The dynamic height is computed by dividing the NAVD 88
 FE1327.geopotential number by the normal gravity value computed on the
 FE1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1327.degrees latitude (g = 980.6199 gals.).
 FE1327
 FE1327.The modeled gravity was interpolated from observed gravity values.
 FE1327
 FE1327;                    North         East    Units  Estimated Accuracy
 FE1327;SPC TN       -   130,070.      255,700.      MT  (+/- 180 meters Scaled)
 FE1327
 FE1327                          SUPERSEDED SURVEY CONTROL
 FE1327
 FE1327  NGVD 29 (??/??/??)  134.338  (m)          440.74   (f) ADJUSTED    1 1
 FE1327
 FE1327.Superseded values are not recommended for survey control.
 FE1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1327.See file dsdata.txt to determine how the superseded data were derived.
 FE1327
 FE1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE464260(NAD 83)
 FE1327_MARKER: DB = BENCH MARK DISK
 FE1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1327_STAMPING: N 93 1957
 FE1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1327+STABILITY: SURFACE MOTION
 FE1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE1327+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 FE1327
 FE1327  HISTORY     - Date     Condition        Report By
 FE1327  HISTORY     - 1957     MONUMENTED       CGS
 FE1327  HISTORY     - 1974     GOOD             NGS
 FE1327  HISTORY     - 20021003 GOOD             USACE
 FE1327
 FE1327                          STATION DESCRIPTION
 FE1327
 FE1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1327'0.3 MI W FROM CROSSTOWN.
 FE1327'ABOUT 0.3 MILE WEST ALONG ATOKA-MUNFORD ROAD FROM THE
 FE1327'INTERSECTION WITH U.S. HIGHWAY 51 AT CROSSTOWN, 46 FEET NORTH OF
 FE1327'THE CENTER LINE OF ATOKA-MUNFORD ROAD, 88 FEET SOUTHEAST OF THE
 FE1327'SOUTHEAST CORNER OF AN IMITATION STONE HOUSE, 60.2 FEET SOUTH
 FE1327'OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 16.5 FEET WEST OF A
 FE1327'POWER POLE, 11 FEET EAST OF THE CENTER LINE OF A GRAVEL DRIVEWAY,
 FE1327'3 FEET ABOVE THE ROAD AND SET IN THE THE TOP OF A CONCRETE POST
 FE1327'PROJECTING 3-INCHES.
 FE1327
 FE1327                          STATION RECOVERY (2002)
 FE1327
 FE1327'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1327'POWERPOLE HAS BEEN MOVED. MARK IS NOW 1.5 FT W OF A POWERPOLE WITH
 FE1327'TRANSFORMER AND STREET LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1706 ***********************************************************************
 FE1706  DESIGNATION -  N 94
 FE1706  PID         -  FE1706
 FE1706  STATE/COUNTY-  TN/LAUDERDALE
 FE1706  USGS QUAD   -  RIPLEY SOUTH (1983)
 FE1706
 FE1706                         *CURRENT SURVEY CONTROL
 FE1706  ___________________________________________________________________
 FE1706* NAD 83(1986)-  35 42 06.     (N)    089 33 13.     (W)     SCALED    
 FE1706* NAVD 88     -       108.959  (meters)     357.48   (feet)  ADJUSTED  
 FE1706  ___________________________________________________________________
 FE1706  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FE1706  DYNAMIC HT  -         108.865 (meters)     357.17  (feet)  COMP
 FE1706  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 FE1706
 FE1706  VERT ORDER  -  SECOND    CLASS 0
 FE1706
 FE1706.The horizontal coordinates were scaled from a topographic map and have
 FE1706.an estimated accuracy of +/- 6 seconds.
 FE1706
 FE1706.The orthometric height was determined by differential leveling
 FE1706.and adjusted by the National Geodetic Survey in June 1991..
 FE1706
 FE1706.The geoid height was determined by GEOID03.
 FE1706
 FE1706.The dynamic height is computed by dividing the NAVD 88
 FE1706.geopotential number by the normal gravity value computed on the
 FE1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1706.degrees latitude (g = 980.6199 gals.).
 FE1706
 FE1706.The modeled gravity was interpolated from observed gravity values.
 FE1706
 FE1706;                    North         East    Units  Estimated Accuracy
 FE1706;SPC TN       -   157,650.      278,480.      MT  (+/- 180 meters Scaled)
 FE1706
 FE1706                          SUPERSEDED SURVEY CONTROL
 FE1706
 FE1706  NGVD 29 (??/??/??)  108.943  (m)          357.42   (f) ADJUSTED    2 0
 FE1706
 FE1706.Superseded values are not recommended for survey control.
 FE1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1706.See file dsdata.txt to determine how the superseded data were derived.
 FE1706
 FE1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE689538(NAD 83)
 FE1706_MARKER: DB = BENCH MARK DISK
 FE1706_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1706_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FE1706_STAMPING: N 94 1957
 FE1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1706
 FE1706  HISTORY     - Date     Condition        Report By
 FE1706  HISTORY     - 1957     MONUMENTED       CGS
 FE1706
 FE1706                          STATION DESCRIPTION
 FE1706
 FE1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FE1706'2.3 MI NE FROM HENNING.
 FE1706'2.3 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 FE1706'STATION AT HENNING, ABOUT 0.45 MILE NORTHEAST OF MILEPOST NO. 342,
 FE1706'66 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 51 FEET SOUTH OF
 FE1706'TELEPHONE POLE NO. 5165, 1/2 FOOT NORTHWEST OF THE RIGHT-OF-WAY
 FE1706'FENCE LINE AND AT THE SOUTHWEST END OF A SMALL CUT, 40 FEET
 FE1706'NORTHWEST OF AN 18-INCH GUM TREE, 9 RAILS NORTHEAST OF THE
 FE1706'SOUTHEAST END OF A 30-INCH IRON PIPE CULVERT UNDER THE TRACK,
 FE1706'ABOUT LEVEL WITH THE TRACK, A DISK WELDED ON THE TOP OF A 2 1/2
 FE1706'INCH IRON PIPE PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD0877 ***********************************************************************
 GD0877  DESIGNATION -  N 95
 GD0877  PID         -  GD0877
 GD0877  STATE/COUNTY-  TN/DYER
 GD0877  USGS QUAD   -  CARUTHERSVILLE SE (1983)
 GD0877
 GD0877                         *CURRENT SURVEY CONTROL
 GD0877  ___________________________________________________________________
 GD0877* NAD 83(1986)-  36 06 46.     (N)    089 35 34.     (W)     SCALED    
 GD0877* NAVD 88     -        80.947  (meters)     265.57   (feet)  ADJUSTED  
 GD0877  ___________________________________________________________________
 GD0877  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0877  DYNAMIC HT  -          80.879 (meters)     265.35  (feet)  COMP
 GD0877  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GD0877
 GD0877  VERT ORDER  -  FIRST     CLASS II
 GD0877
 GD0877.The horizontal coordinates were scaled from a topographic map and have
 GD0877.an estimated accuracy of +/- 6 seconds.
 GD0877
 GD0877.The orthometric height was determined by differential leveling
 GD0877.and adjusted by the National Geodetic Survey in June 1991..
 GD0877
 GD0877.The geoid height was determined by GEOID03.
 GD0877
 GD0877.The dynamic height is computed by dividing the NAVD 88
 GD0877.geopotential number by the normal gravity value computed on the
 GD0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0877.degrees latitude (g = 980.6199 gals.).
 GD0877
 GD0877.The modeled gravity was interpolated from observed gravity values.
 GD0877
 GD0877;                    North         East    Units  Estimated Accuracy
 GD0877;SPC TN       -   203,370.      276,610.      MT  (+/- 180 meters Scaled)
 GD0877
 GD0877                          SUPERSEDED SURVEY CONTROL
 GD0877
 GD0877  NGVD 29 (??/??/??)   80.878  (m)          265.35   (f) ADJUSTED    1 2
 GD0877
 GD0877.Superseded values are not recommended for survey control.
 GD0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0877.See file dsdata.txt to determine how the superseded data were derived.
 GD0877
 GD0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE666995(NAD 83)
 GD0877_MARKER: DB = BENCH MARK DISK
 GD0877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD0877_SP_SET: 88 FEET
 GD0877_STAMPING: N 95 1957
 GD0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0877
 GD0877  HISTORY     - Date     Condition        Report By
 GD0877  HISTORY     - 1957     MONUMENTED       CGS
 GD0877
 GD0877                          STATION DESCRIPTION
 GD0877
 GD0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GD0877'7.5 MI NE FROM HELOISE.
 GD0877'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE FERRY
 GD0877'LANDING AT HELOISE, THENCE ABOUT 5.5 MILES NORTH AND NORTHEAST
 GD0877'ALONG A GRAVEL ROAD, AT BOOTHSPOINT, ABOUT 0.1 MILE WEST OF
 GD0877'CROSSING OF ROAD AND OLD LEVEE, 52 FEET NORTH OF CENTER LINE
 GD0877'OF ROAD, 42 1/2 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A
 GD0877'HOUSE OWNED IN 1957 BY FRED TUBBS, 23 FEET NORTH-NORTHWEST OF A
 GD0877'LONE 30-INCH PECAN TREE, 44 FEET NORTHWEST OF A POWER LINE
 GD0877'BRANCH POLE, 3 1/2 FEET SOUTHEAST OF A FENCE CORNER, 3/4 FEET
 GD0877'SOUTHWEST OF A FENCE LINE, 1 1/2 FEET NORTHWEST OF A CONCRETE
 GD0877'WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD AND IS A DISK
 GD0877'ON COPPER COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED
 GD0877'BY A 4-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN
 GD0877'TO A DEPTH OF 88 FEET.  MARK IS REACHED FROM TENNEMO, DYER COUNTY
 GD0877'BY GOING 3.2 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING TOP OF
 GD0877'LEVEE FROM JUNCTION OF STATE HIGHWAY 103, THENCE 0.15 MILE
 GD0877'EAST ALONG ROAD FOLLOWING LEVEE, THENCE 0.75 MILE SOUTH ALONG
 GD0877'ROAD FOLLOWING LEVEE, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE1761 ***********************************************************************
 FE1761  DESIGNATION -  N 96
 FE1761  PID         -  FE1761
 FE1761  STATE/COUNTY-  TN/LAUDERDALE
 FE1761  USGS QUAD   -  KNOB CREEK (1972)
 FE1761
 FE1761                         *CURRENT SURVEY CONTROL
 FE1761  ___________________________________________________________________
 FE1761* NAD 83(1986)-  35 55 06.     (N)    089 36 42.     (W)     SCALED    
 FE1761* NAVD 88     -        79.394  (meters)     260.48   (feet)  ADJUSTED  
 FE1761  ___________________________________________________________________
 FE1761  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FE1761  DYNAMIC HT  -          79.327 (meters)     260.26  (feet)  COMP
 FE1761  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 FE1761
 FE1761  VERT ORDER  -  FIRST     CLASS I
 FE1761
 FE1761.The horizontal coordinates were scaled from a topographic map and have
 FE1761.an estimated accuracy of +/- 6 seconds.
 FE1761
 FE1761.The orthometric height was determined by differential leveling
 FE1761.and adjusted by the National Geodetic Survey in June 1991..
 FE1761.WARNING-Repeat measurements at this control monument indicate possible
 FE1761.vertical movement.
 FE1761
 FE1761.The geoid height was determined by GEOID03.
 FE1761
 FE1761.The dynamic height is computed by dividing the NAVD 88
 FE1761.geopotential number by the normal gravity value computed on the
 FE1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE1761.degrees latitude (g = 980.6199 gals.).
 FE1761
 FE1761.The modeled gravity was interpolated from observed gravity values.
 FE1761
 FE1761;                    North         East    Units  Estimated Accuracy
 FE1761;SPC TN       -   181,870.      274,110.      MT  (+/- 180 meters Scaled)
 FE1761
 FE1761                          SUPERSEDED SURVEY CONTROL
 FE1761
 FE1761  NGVD 29 (??/??/??)   79.334  (m)          260.28   (f) ADJUSTED    1 1
 FE1761
 FE1761.Superseded values are not recommended for survey control.
 FE1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1761.See file dsdata.txt to determine how the superseded data were derived.
 FE1761
 FE1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE643780(NAD 83)
 FE1761_MARKER: DB = BENCH MARK DISK
 FE1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FE1761_STAMPING: N 96 1957
 FE1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1761+STABILITY: SURFACE MOTION
 FE1761
 FE1761  HISTORY     - Date     Condition        Report By
 FE1761  HISTORY     - 1957     MONUMENTED       CGS
 FE1761  HISTORY     - 1974     GOOD             NGS
 FE1761  HISTORY     - 20020806 MARK NOT FOUND   USACE
 FE1761
 FE1761                          STATION DESCRIPTION
 FE1761
 FE1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FE1761'12.7 MI W FROM HALLS.
 FE1761'ABOUT 12.70 MILES WEST ALONG STATE HIGHWAY 88 FROM THE FIRST
 FE1761'BAPTIST CHURCH AT HALLS, ABOUT 0.8 MILE EAST OF THE ABANDONED
 FE1761'HALES POINT BAPTIST CHURCH, 73 FEET EAST OF AN 18-INCH SYCAMORE
 FE1761'TREE, 68 FEET NORTH AND ACROSS HIGHWAY FROM A POWER POLE, 22.9
 FE1761'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT BELOW LEVEL
 FE1761'OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE1761'GROUND.
 FE1761
 FE1761                          STATION RECOVERY (2002)
 FE1761
 FE1761'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE1761'NEW ROAD COSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0925 ***********************************************************************
 GA0925  DESIGNATION -  N 97
 GA0925  PID         -  GA0925
 GA0925  STATE/COUNTY-  TN/HAWKINS
 GA0925  USGS QUAD   -  LOVELACE (1971)
 GA0925
 GA0925                         *CURRENT SURVEY CONTROL
 GA0925  ___________________________________________________________________
 GA0925* NAD 83(1986)-  36 27 49.     (N)    082 42 13.     (W)     SCALED    
 GA0925* NAVD 88     -       524.291  (meters)    1720.11   (feet)  ADJUSTED  
 GA0925  ___________________________________________________________________
 GA0925  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0925  DYNAMIC HT  -         523.817 (meters)    1718.56  (feet)  COMP
 GA0925  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 GA0925
 GA0925  VERT ORDER  -  SECOND    CLASS 0
 GA0925
 GA0925.The horizontal coordinates were scaled from a topographic map and have
 GA0925.an estimated accuracy of +/- 6 seconds.
 GA0925
 GA0925.The orthometric height was determined by differential leveling
 GA0925.and adjusted by the National Geodetic Survey in June 1991..
 GA0925
 GA0925.The geoid height was determined by GEOID03.
 GA0925
 GA0925.The dynamic height is computed by dividing the NAVD 88
 GA0925.geopotential number by the normal gravity value computed on the
 GA0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0925.degrees latitude (g = 980.6199 gals.).
 GA0925
 GA0925.The modeled gravity was interpolated from observed gravity values.
 GA0925
 GA0925;                    North         East    Units  Estimated Accuracy
 GA0925;SPC TN       -   241,330.      895,410.      MT  (+/- 180 meters Scaled)
 GA0925
 GA0925                          SUPERSEDED SURVEY CONTROL
 GA0925
 GA0925  NGVD 29 (??/??/92)  524.437  (m)         1720.59   (f) ADJ UNCH    2 0
 GA0925
 GA0925.Superseded values are not recommended for survey control.
 GA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0925.See file dsdata.txt to determine how the superseded data were derived.
 GA0925
 GA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA473367(NAD 83)
 GA0925_MARKER: DB = BENCH MARK DISK
 GA0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0925_STAMPING: N 97 1935
 GA0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0925+STABILITY: SURFACE MOTION
 GA0925
 GA0925  HISTORY     - Date     Condition        Report By
 GA0925  HISTORY     - 1935     MONUMENTED       CGS
 GA0925
 GA0925                          STATION DESCRIPTION
 GA0925
 GA0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0925'6.4 MI S FROM CHURCH HILL.
 GA0925'6.4 MILES SOUTH ALONG THE BLAIR GAP ROAD FROM THE POST OFFICE AT
 GA0925'CHURCH HILL, HAWKINS COUNTY, AT A CROSSROADS, 45 FEET SOUTHWEST
 GA0925'OF AN INTERSECTION, 21 FEET WEST OF THE H.E. BARNETT MAIL BOX,
 GA0925'AND 2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED N 97
 GA0925'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0851 ***********************************************************************
 GA0851  DESIGNATION -  N 98
 GA0851  PID         -  GA0851
 GA0851  STATE/COUNTY-  TN/GREENE
 GA0851  USGS QUAD   -  JEAROLDSTOWN (1971)
 GA0851
 GA0851                         *CURRENT SURVEY CONTROL
 GA0851  ___________________________________________________________________
 GA0851* NAD 83(1986)-  36 16 19.     (N)    082 44 40.     (W)     SCALED    
 GA0851* NAVD 88     -       472.192  (meters)    1549.18   (feet)  ADJUSTED  
 GA0851  ___________________________________________________________________
 GA0851  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GA0851  DYNAMIC HT  -         471.746 (meters)    1547.72  (feet)  COMP
 GA0851  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 GA0851
 GA0851  VERT ORDER  -  SECOND    CLASS 0
 GA0851
 GA0851.The horizontal coordinates were scaled from a topographic map and have
 GA0851.an estimated accuracy of +/- 6 seconds.
 GA0851
 GA0851.The orthometric height was determined by differential leveling
 GA0851.and adjusted by the National Geodetic Survey in June 1991..
 GA0851
 GA0851.The geoid height was determined by GEOID03.
 GA0851
 GA0851.The dynamic height is computed by dividing the NAVD 88
 GA0851.geopotential number by the normal gravity value computed on the
 GA0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0851.degrees latitude (g = 980.6199 gals.).
 GA0851
 GA0851.The modeled gravity was interpolated from observed gravity values.
 GA0851
 GA0851;                    North         East    Units  Estimated Accuracy
 GA0851;SPC TN       -   219,950.      892,460.      MT  (+/- 180 meters Scaled)
 GA0851
 GA0851                          SUPERSEDED SURVEY CONTROL
 GA0851
 GA0851  NGVD 29 (??/??/92)  472.326  (m)         1549.62   (f) ADJ UNCH    2 0
 GA0851
 GA0851.Superseded values are not recommended for survey control.
 GA0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0851.See file dsdata.txt to determine how the superseded data were derived.
 GA0851
 GA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA433155(NAD 83)
 GA0851_MARKER: DB = BENCH MARK DISK
 GA0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0851_STAMPING: N 98 1935
 GA0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0851+STABILITY: SURFACE MOTION
 GA0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA0851+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 GA0851
 GA0851  HISTORY     - Date     Condition        Report By
 GA0851  HISTORY     - 1935     MONUMENTED       CGS
 GA0851  HISTORY     - 1935     GOOD             NGS
 GA0851  HISTORY     - 20041214 GOOD             TVA
 GA0851
 GA0851                          STATION DESCRIPTION
 GA0851
 GA0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0851'AT NEWMANSVILLE.
 GA0851'AT NEWMANSVILLE, GREENE COUNTY, 25 YARDS SOUTH OF THE JUNCTION OF
 GA0851'THE LOCUST SPRING ROAD AND STATE HIGHWAY 93, 100 YARDS EAST OF
 GA0851'THE CENTERLINE OF THE HIGHWAY, 35 YARDS SOUTHEAST OF THE J.B.
 GA0851'MORELL SERVICE STATION, 59 FEET SOUTHWEST OF THE RESIDENCE, 10
 GA0851'FEET EAST OF A SOUTHWEST FENCE CORNER AND 6 INCHES HIGHER THAN
 GA0851'THE HIGHWAY.  A STANDARD DISK, STAMPED N 98 1935 AND SET IN THE
 GA0851'TOP OF A CONCRETE POST.
 GA0851
 GA0851                          STATION RECOVERY (2004)
 GA0851
 GA0851'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 GA0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA0776 ***********************************************************************
 GA0776  DESIGNATION -  N 99
 GA0776  PID         -  GA0776
 GA0776  STATE/COUNTY-  TN/HAWKINS
 GA0776  USGS QUAD   -  MC CLOUD (1961)
 GA0776
 GA0776                         *CURRENT SURVEY CONTROL
 GA0776  ___________________________________________________________________
 GA0776* NAD 83(1986)-  36 20 30.     (N)    082 58 33.     (W)     SCALED    
 GA0776* NAVD 88     -       333.273  (meters)    1093.41   (feet)  ADJUSTED  
 GA0776  ___________________________________________________________________
 GA0776  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GA0776  DYNAMIC HT  -         332.967 (meters)    1092.41  (feet)  COMP
 GA0776  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 GA0776
 GA0776  VERT ORDER  -  SECOND    CLASS 0
 GA0776
 GA0776.The horizontal coordinates were scaled from a topographic map and have
 GA0776.an estimated accuracy of +/- 6 seconds.
 GA0776
 GA0776.The orthometric height was determined by differential leveling
 GA0776.and adjusted by the National Geodetic Survey in June 1991..
 GA0776
 GA0776.The geoid height was determined by GEOID03.
 GA0776
 GA0776.The dynamic height is computed by dividing the NAVD 88
 GA0776.geopotential number by the normal gravity value computed on the
 GA0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0776.degrees latitude (g = 980.6199 gals.).
 GA0776
 GA0776.The modeled gravity was interpolated from observed gravity values.
 GA0776
 GA0776;                    North         East    Units  Estimated Accuracy
 GA0776;SPC TN       -   227,020.      871,440.      MT  (+/- 180 meters Scaled)
 GA0776
 GA0776                          SUPERSEDED SURVEY CONTROL
 GA0776
 GA0776  NGVD 29 (??/??/92)  333.430  (m)         1093.93   (f) ADJ UNCH    2 0
 GA0776
 GA0776.Superseded values are not recommended for survey control.
 GA0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0776.See file dsdata.txt to determine how the superseded data were derived.
 GA0776
 GA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA226236(NAD 83)
 GA0776_MARKER: DB = BENCH MARK DISK
 GA0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0776_STAMPING: N 99 1935
 GA0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0776+STABILITY: SURFACE MOTION
 GA0776
 GA0776  HISTORY     - Date     Condition        Report By
 GA0776  HISTORY     - 1935     MONUMENTED       CGS
 GA0776  HISTORY     - 1950     GOOD             TVA
 GA0776
 GA0776                          STATION DESCRIPTION
 GA0776
 GA0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0776'2.2 MI E FROM PERSIA.
 GA0776'2.2 MILES EAST ALONG THE STRAHL ROAD FROM THE SOUTHERN RAILWAY
 GA0776'STATION AT PERSIA, HAWKINS COUNTY, 35 YARDS SOUTH OF A WOODEN
 GA0776'BRIDGE OVER DODSON CREEK, 24 FEET EAST OF THE CENTERLINE OF THE
 GA0776'ROAD, 1 FOOT NORTH OF A WIRE FENCE, AND LEVEL WITH THE ROAD.
 GA0776'A STANDARD DISK, STAMPED N 99 1935 AND SET IN THE TOP OF A
 GA0776'CONCRETE POST.
 GA0776
 GA0776                          STATION RECOVERY (1950)
 GA0776
 GA0776'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 GA0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1461 ***********************************************************************
 GC1461  DESIGNATION -  NAILS
 GC1461  PID         -  GC1461
 GC1461  STATE/COUNTY-  TN/DICKSON
 GC1461  USGS QUAD   -  WHITE BLUFF (1983)
 GC1461
 GC1461                         *CURRENT SURVEY CONTROL
 GC1461  ___________________________________________________________________
 GC1461* NAD 83(1995)-  36 00 50.86439(N)    087 14 30.21007(W)     ADJUSTED  
 GC1461* NAVD 88     -       230.338  (meters)     755.70   (feet)  ADJUSTED  
 GC1461  ___________________________________________________________________
 GC1461  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GC1461  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1461  DYNAMIC HT  -         230.138 (meters)     755.04  (feet)  COMP
 GC1461  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GC1461
 GC1461  HORZ ORDER  -  SECOND
 GC1461  VERT ORDER  -  SECOND    CLASS 0
 GC1461
 GC1461.The horizontal coordinates were established by classical geodetic methods
 GC1461.and adjusted by the National Geodetic Survey in April 1999..
 GC1461
 GC1461.The orthometric height was determined by differential leveling
 GC1461.and adjusted by the National Geodetic Survey in June 1991..
 GC1461
 GC1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC1461
 GC1461.The geoid height was determined by GEOID03.
 GC1461
 GC1461.The dynamic height is computed by dividing the NAVD 88
 GC1461.geopotential number by the normal gravity value computed on the
 GC1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1461.degrees latitude (g = 980.6199 gals.).
 GC1461
 GC1461.The modeled gravity was interpolated from observed gravity values.
 GC1461
 GC1461;                    North         East     Units Scale Factor Converg.
 GC1461;SPC TN       -   187,193.193   488,069.695   MT  0.99995332   -0 43 37.0
 GC1461;SPC TN       -   614,149.67  1,601,275.32   sFT  0.99995332   -0 43 37.0
 GC1461;UTM  16      - 3,985,542.585   478,217.765   MT  0.99960585   -0 08 31.7
 GC1461
 GC1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC1461!SPC TN       -   0.99996835  x   0.99995332  =   0.99992167
 GC1461!UTM  16      -   0.99996835  x   0.99960585  =   0.99957421
 GC1461
 GC1461:                Primary Azimuth Mark                     Grid Az
 GC1461:SPC TN       -  NAILS AZ MK                              158 17 49.1
 GC1461:UTM  16      -  NAILS AZ MK                              157 42 43.8
 GC1461
 GC1461|---------------------------------------------------------------------|
 GC1461| PID    Reference Object                     Distance      Geod. Az  |
 GC1461|                                                           dddmmss.s |
 GC1461| GC1463 NAILS AZ MK                                        1573412.1 |
 GC1461| GC1462 NAILS RM 1                           18.904 METERS 22415     |
 GC1461| GC1460 NAILS RM 2                           24.536 METERS 30639     |
 GC1461|---------------------------------------------------------------------|
 GC1461
 GC1461                          SUPERSEDED SURVEY CONTROL
 GC1461
 GC1461  NAD 83(1995)-  36 00 50.86615(N)    087 14 30.21331(W) AD(       ) 2
 GC1461  NAD 83(1995)-  36 00 50.86667(N)    087 14 30.21320(W) AD(       ) 2
 GC1461  NAD 83(1986)-  36 00 50.87468(N)    087 14 30.21293(W) AD(       ) 2
 GC1461  NAD 27      -  36 00 50.65080(N)    087 14 30.18020(W) AD(       ) 2
 GC1461  NGVD 29 (??/??/92)  230.338  (m)          755.70   (f) ADJ UNCH    2 0
 GC1461
 GC1461.Superseded values are not recommended for survey control.
 GC1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1461.See file dsdata.txt to determine how the superseded data were derived.
 GC1461
 GC1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE7821885543(NAD 83)
 GC1461_MARKER: DE = TRAVERSE STATION DISK
 GC1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1461_STAMPING: NAILS 1959
 GC1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1461+STABILITY: SURFACE MOTION
 GC1461
 GC1461  HISTORY     - Date     Condition        Report By
 GC1461  HISTORY     - 1959     MONUMENTED       CGS
 GC1461  HISTORY     - 1959     GOOD             CGS
 GC1461
 GC1461                          STATION DESCRIPTION
 GC1461
 GC1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC1461'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF DICKSON, ABOUT
 GC1461'SOUTHWEST OF BURNS.
 GC1461'
 GC1461'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY NO. 47
 GC1461'AND STATE HIGHWAY NO. 96 IN BURNS, WHICH IS ABOUT 4 MILES SOUTHEAST
 GC1461'OF DICKSON, GO SOUTH ON STATE HIGHWAY NO. 96 FOR 0.25 MILE TO A T
 GC1461'INTERSECTION AND STATE HIGHWAY NO. 96 TURNS TO THE LEFT. TURN LEFT,
 GC1461'EAST, AND GO 2.1 MILES TO A CROSSROAD JUST AFTER CROSSING BEAVER DAM
 GC1461'CREEK BRIDGE, TURN RIGHT, SOUTH, ON A BLACK TOPPED ROAD FOR 1.3
 GC1461'MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 2.15 MILES TO A
 GC1461'DRIVEWAY ON THE RIGHT,* TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE TO
 GC1461'A DIM TRACK ROAD ON THE LEFT, TURN LEFT, UPHILL, PICKING WAY ALONG
 GC1461'THE EDGE OF THE WOODS FOR 0.1 MILE TO THE SUMMIT AND THE STATION AS
 GC1461'DESCRIBED.
 GC1461'
 GC1461'THE STATION IS 15 FEET WEST OF A TRIANGLE BLAZED ELM TREE. IT IS A
 GC1461'STANDARD TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST
 GC1461'WITH AN UNDERGROUND MARK, IS SET FLUSH WITH THE SURROUNDING SURFACE
 GC1461'AND IS STAMPED NAILS 1959.
 GC1461'
 GC1461'REFERENCE MARK NO. 1 IS 4 FEET NORTHWEST OF A SMALL TREE, IS SET
 GC1461'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED NAILS NO 1
 GC1461'1959.
 GC1461'
 GC1461'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 GC1461'STAMPED NAILS NO 2 1959.
 GC1461'
 GC1461'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF A BLACK TOPPED
 GC1461'ROAD, 31 FEET WEST OF A POWER LINE POLE NO. 208 AND 2 FEET SOUTH OF
 GC1461'A WITNESS POST. IT IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 GC1461'STAMPED NAILS 1959.
 GC1461'
 GC1461'* TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY ON THE RIGHT, CONTINUE
 GC1461'STRAIGHT AHEAD FOR 0.35 MILE TO THE MARK ON THE LEFT AS
 GC1461'DESCRIBED.
 GC1461'
 GC1461'HEIGHT OF LIGHT ABOVE STATION MARK 22.25 METERS.
 GC1461
 GC1461                          STATION RECOVERY (1959)
 GC1461
 GC1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GC1461'7.8 MI E FROM TIDWELL.
 GC1461'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1461'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1461'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1461'ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES NORTHEAST ON A
 GC1461'GRAVELED ROAD, THENCE 2.2 MILES SOUTHEAST ON STATE HIGHWAY 96
 GC1461'TO A PRIVATE DRIVEWAY, THENCE 0.05 MILE ON THE DRIVEWAY TO A DIM
 GC1461'TRACK ROAD ON THE LEFT, TURN LEFT, UPHILL, PICKING WAY ALONG
 GC1461'THE EDGE OF THE WOODS FOR 0.1 MILE TO THE SUMMIT AND THE STATION
 GC1461'AS DESCRIBED, 15 FT. WEST OF A TRIANGLE BLAZED ELM TREE, A DISK
 GC1461'SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE OF THE
 GC1461'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1463 ***********************************************************************
 GC1463  DESIGNATION -  NAILS AZ MK
 GC1463  PID         -  GC1463
 GC1463  STATE/COUNTY-  TN/DICKSON
 GC1463  USGS QUAD   -  WHITE BLUFF (1983)
 GC1463
 GC1463                         *CURRENT SURVEY CONTROL
 GC1463  ___________________________________________________________________
 GC1463* NAD 83(1986)-  36 01 02.     (N)    087 14 36.     (W)     SCALED    
 GC1463* NAVD 88     -       233.269  (meters)     765.32   (feet)  ADJUSTED  
 GC1463  ___________________________________________________________________
 GC1463  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GC1463  DYNAMIC HT  -         233.068 (meters)     764.66  (feet)  COMP
 GC1463  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GC1463
 GC1463  VERT ORDER  -  SECOND    CLASS 0
 GC1463
 GC1463.The horizontal coordinates were scaled from a topographic map and have
 GC1463.an estimated accuracy of +/- 6 seconds.
 GC1463
 GC1463.The orthometric height was determined by differential leveling
 GC1463.and adjusted by the National Geodetic Survey in June 1991..
 GC1463
 GC1463.The geoid height was determined by GEOID03.
 GC1463
 GC1463.The dynamic height is computed by dividing the NAVD 88
 GC1463.geopotential number by the normal gravity value computed on the
 GC1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1463.degrees latitude (g = 980.6199 gals.).
 GC1463
 GC1463.The modeled gravity was interpolated from observed gravity values.
 GC1463
 GC1463;                    North         East    Units  Estimated Accuracy
 GC1463;SPC TN       -   187,540.      487,930.      MT  (+/- 180 meters Scaled)
 GC1463
 GC1463                          SUPERSEDED SURVEY CONTROL
 GC1463
 GC1463  NGVD 29 (??/??/92)  233.270  (m)          765.32   (f) ADJ UNCH    2 0
 GC1463
 GC1463.Superseded values are not recommended for survey control.
 GC1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1463.See file dsdata.txt to determine how the superseded data were derived.
 GC1463
 GC1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE780858(NAD 83)
 GC1463_MARKER: DZ = AZIMUTH MARK DISK
 GC1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1463_STAMPING: NAILS 1959
 GC1463_MARK LOGO: CGS   
 GC1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1463+STABILITY: SURFACE MOTION
 GC1463
 GC1463  HISTORY     - Date     Condition        Report By
 GC1463  HISTORY     - 1959     MONUMENTED       CGS
 GC1463
 GC1463                          STATION DESCRIPTION
 GC1463
 GC1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1463'8.2 MI E FROM TIDWELL.
 GC1463'FROM THE T JUNCTION OF A GRAVELED ROAD AND STATE HIGHWAY 46 IN
 GC1463'TIDWELL, GO NORTH ON STATE HIGHWAY 46 FOR 0.2 MILE, THENCE 0.8
 GC1463'MILE NORTH ON A PAVED ROAD, THENCE 2.0 MILES EAST ON A GRAVELED
 GC1463'ROAD, THENCE 0.65 MILE SOUTHEAST, THENCE 1.8 MILES NORTHEAST ON A
 GC1463'GRAVELED ROAD, THENCE 2.7 MILES SOUTHEAST ON STATE HIGHWAY 96 TO A
 GC1463'T JUNCTION 40 FT. EAST OF THE CENTER OF THE HIGHWAY, 31 FT. WEST
 GC1463'OF A POWER LINE POLE NO. 208, AND 2 FT. SOUTH OF A WITNESS SIGN,
 GC1463'A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE SURFACE
 GC1463'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1462 ***********************************************************************
 GC1462  DESIGNATION -  NAILS RM 1
 GC1462  PID         -  GC1462
 GC1462  STATE/COUNTY-  TN/DICKSON
 GC1462  USGS QUAD   -  WHITE BLUFF (1983)
 GC1462
 GC1462                         *CURRENT SURVEY CONTROL
 GC1462  ___________________________________________________________________
 GC1462* NAD 83(1986)-  36 00 50.     (N)    087 14 30.     (W)     SCALED    
 GC1462* NAVD 88     -       229.447  (meters)     752.78   (feet)  ADJUSTED  
 GC1462  ___________________________________________________________________
 GC1462  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1462  DYNAMIC HT  -         229.248 (meters)     752.12  (feet)  COMP
 GC1462  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GC1462
 GC1462  VERT ORDER  -  SECOND    CLASS 0
 GC1462
 GC1462.The horizontal coordinates were scaled from a topographic map and have
 GC1462.an estimated accuracy of +/- 6 seconds.
 GC1462
 GC1462.The orthometric height was determined by differential leveling
 GC1462.and adjusted by the National Geodetic Survey in June 1991..
 GC1462
 GC1462.The geoid height was determined by GEOID03.
 GC1462
 GC1462.The dynamic height is computed by dividing the NAVD 88
 GC1462.geopotential number by the normal gravity value computed on the
 GC1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1462.degrees latitude (g = 980.6199 gals.).
 GC1462
 GC1462.The modeled gravity was interpolated from observed gravity values.
 GC1462
 GC1462;                    North         East    Units  Estimated Accuracy
 GC1462;SPC TN       -   187,170.      488,080.      MT  (+/- 180 meters Scaled)
 GC1462
 GC1462                          SUPERSEDED SURVEY CONTROL
 GC1462
 GC1462  NGVD 29 (??/??/92)  229.447  (m)          752.78   (f) ADJ UNCH    2 0
 GC1462
 GC1462.Superseded values are not recommended for survey control.
 GC1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1462.See file dsdata.txt to determine how the superseded data were derived.
 GC1462
 GC1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE782855(NAD 83)
 GC1462_MARKER: DR = REFERENCE MARK DISK
 GC1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1462_STAMPING: NAILS NO 1 1959
 GC1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1462+STABILITY: SURFACE MOTION
 GC1462
 GC1462  HISTORY     - Date     Condition        Report By
 GC1462  HISTORY     - 1959     MONUMENTED       CGS
 GC1462
 GC1462                          STATION DESCRIPTION
 GC1462
 GC1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1462'7.8 MI E FROM TIDWELL.
 GC1462'THIS MARK IS LOCATED AT THE NAILS 1959 STATION SITE, 62 FT.
 GC1462'SOUTH-SOUTHWEST OF THE STATION MARK, 4 FT. NORTHWEST OF A SMALL
 GC1462'TREE, A DISK SET IN TOP OF A CONCRETE POST, SET FLUSH WITH THE
 GC1462'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1460 ***********************************************************************
 GC1460  DESIGNATION -  NAILS RM 2
 GC1460  PID         -  GC1460
 GC1460  STATE/COUNTY-  TN/DICKSON
 GC1460  USGS QUAD   -  WHITE BLUFF (1983)
 GC1460
 GC1460                         *CURRENT SURVEY CONTROL
 GC1460  ___________________________________________________________________
 GC1460* NAD 83(1986)-  36 00 50.     (N)    087 14 30.     (W)     SCALED    
 GC1460* NAVD 88     -       228.313  (meters)     749.06   (feet)  ADJUSTED  
 GC1460  ___________________________________________________________________
 GC1460  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GC1460  DYNAMIC HT  -         228.115 (meters)     748.41  (feet)  COMP
 GC1460  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 GC1460
 GC1460  VERT ORDER  -  SECOND    CLASS 0
 GC1460
 GC1460.The horizontal coordinates were scaled from a topographic map and have
 GC1460.an estimated accuracy of +/- 6 seconds.
 GC1460
 GC1460.The orthometric height was determined by differential leveling
 GC1460.and adjusted by the National Geodetic Survey in June 1991..
 GC1460
 GC1460.The geoid height was determined by GEOID03.
 GC1460
 GC1460.The dynamic height is computed by dividing the NAVD 88
 GC1460.geopotential number by the normal gravity value computed on the
 GC1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1460.degrees latitude (g = 980.6199 gals.).
 GC1460
 GC1460.The modeled gravity was interpolated from observed gravity values.
 GC1460
 GC1460;                    North         East    Units  Estimated Accuracy
 GC1460;SPC TN       -   187,170.      488,080.      MT  (+/- 180 meters Scaled)
 GC1460
 GC1460                          SUPERSEDED SURVEY CONTROL
 GC1460
 GC1460  NGVD 29 (??/??/92)  228.313  (m)          749.06   (f) ADJ UNCH    2 0
 GC1460
 GC1460.Superseded values are not recommended for survey control.
 GC1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1460.See file dsdata.txt to determine how the superseded data were derived.
 GC1460
 GC1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE782855(NAD 83)
 GC1460_MARKER: DR = REFERENCE MARK DISK
 GC1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1460_STAMPING: NAILS NO 2 1959
 GC1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1460+STABILITY: SURFACE MOTION
 GC1460
 GC1460  HISTORY     - Date     Condition        Report By
 GC1460  HISTORY     - 1959     MONUMENTED       CGS
 GC1460
 GC1460                          STATION DESCRIPTION
 GC1460
 GC1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GC1460'7.8 MI E FROM TIDWELL.
 GC1460'THIS MARK IS LOCATED AT THE NAILS 1959 STATION SITE, 80.5 FT.
 GC1460'NORTHWEST OF THE STATION MARK, A DISK SET IN TOP OF A CONCRETE
 GC1460'POST, SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2414 ***********************************************************************
 GB2414  DESIGNATION -  NAMELESS
 GB2414  PID         -  GB2414
 GB2414  STATE/COUNTY-  TN/JACKSON
 GB2414  USGS QUAD   -  GAINESBORO (1979)
 GB2414
 GB2414                         *CURRENT SURVEY CONTROL
 GB2414  ___________________________________________________________________
 GB2414* NAD 83(1995)-  36 15 15.82234(N)    085 42 38.05047(W)     ADJUSTED  
 GB2414* NAVD 88     -       317.80   (+/-2cm)    1042.6    (feet)  VERTCON   
 GB2414  ___________________________________________________________________
 GB2414  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GB2414  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 GB2414
 GB2414  HORZ ORDER  -  SECOND
 GB2414  VERT ORDER  -  THIRD ? (See Below)
 GB2414
 GB2414.The horizontal coordinates were established by classical geodetic methods
 GB2414.and adjusted by the National Geodetic Survey in April 1999..
 GB2414
 GB2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2414.The vertical order pertains to the NGVD 29 superseded value.
 GB2414
 GB2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2414
 GB2414.The geoid height was determined by GEOID03.
 GB2414
 GB2414;                    North         East     Units Scale Factor Converg.
 GB2414;SPC TN       -   213,180.867   626,011.362   MT  0.99997524   +0 10 10.0
 GB2414;SPC TN       -   699,410.89  2,053,838.94   sFT  0.99997524   +0 10 10.0
 GB2414;UTM  16      - 4,012,936.116   615,841.875   MT  0.99976534   +0 45 45.4
 GB2414
 GB2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2414!SPC TN       -   0.99995481  x   0.99997524  =   0.99993005
 GB2414!UTM  16      -   0.99995481  x   0.99976534  =   0.99972016
 GB2414
 GB2414|---------------------------------------------------------------------|
 GB2414| PID    Reference Object                     Distance      Geod. Az  |
 GB2414|                                                           dddmmss.s |
 GB2414| GB2415 TT 29 RCD                            28.591 METERS 06700     |
 GB2414| CG6174 NAMELESS RM 1                        24.390 METERS 14342     |
 GB2414| GB2427 BAXTER MUNICIPAL TANK               APPROX.12.6 KM 1484756.8 |
 GB2414| CG6173 NAMELESS AZ MK                                     3110402.5 |
 GB2414|---------------------------------------------------------------------|
 GB2414
 GB2414                          SUPERSEDED SURVEY CONTROL
 GB2414
 GB2414  NAD 83(1995)-  36 15 15.82459(N)    085 42 38.05325(W) AD(       ) 2
 GB2414  NAD 83(1995)-  36 15 15.82702(N)    085 42 38.05413(W) AD(       ) 2
 GB2414  NAD 83(1986)-  36 15 15.83383(N)    085 42 38.05207(W) AD(       ) 2
 GB2414  NAD 27      -  36 15 15.61700(N)    085 42 38.12000(W) AD(       ) 2
 GB2414  NGVD 29 (07/19/86)  317.89   (m)         1042.9    (f) LEVELING    3  
 GB2414
 GB2414.Superseded values are not recommended for survey control.
 GB2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2414.See file dsdata.txt to determine how the superseded data were derived.
 GB2414
 GB2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF1584212936(NAD 83)
 GB2414_MARKER: DS = TRIANGULATION STATION DISK
 GB2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2414
 GB2414  HISTORY     - Date     Condition        Report By
 GB2414  HISTORY     - 1950     MONUMENTED       CGS
 GB2414  HISTORY     - 1963     GOOD             CGS
 GB2414
 GB2414                          STATION DESCRIPTION
 GB2414
 GB2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB2414'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF GAINESBORO AND 7 MILES
 GB2414'NORTHWEST OF BAXTER ON THE GROUNDS OF THE NAMELESS SCHOOL. IT IS 73
 GB2414'FEET SOUTH OF CENTER OF A GRAVEL ROAD, 43 FEET WEST OF THE NORTHWEST
 GB2414'CORNER OF SCHOOL BUILDING AND 43 FEET SOUTH OF A WHITE WITNESS
 GB2414'POST. THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND
 GB2414'THE DISK IS STAMPED NAMELESS 1950.
 GB2414'
 GB2414'REFERENCE MARK NO. 1 IS 153 FEET SOUTH OF CENTER OF GRAVEL ROAD AND
 GB2414'20 FEET SOUTH OF THE SOUTHWEST CORNER OF SCHOOL BUILDING. THE
 GB2414'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NAMELESS NO 1
 GB2414'1950.
 GB2414'
 GB2414'TT 29 (USGS) BM IS 101 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 32
 GB2414'FEET EAST OF THE NORTHEAST CORNER OF SCHOOL BUILDING.  THE MARK IS AN
 GB2414'8X8 INCHES CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE DISK
 GB2414'IS A STANDARD USGS BM DISK STAMPED TT 29 RCD 1949.
 GB2414'
 GB2414'AZIMUTH MARK IS 17 FEET EAST OF CENTER OF A GRAVEL ROAD, 3 FEET EAST
 GB2414'OF A POWER LINE POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE
 GB2414'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NAMELESS 1950.
 GB2414'
 GB2414'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 N AND STATE
 GB2414'HIGHWAY 53 IN CHESTNUT MOUND, GO NORTH AND EAST ON HIGHWAY 53 FOR
 GB2414'9.8 MILES TO A GRAVEL T ROAD RIGHT, TURN RIGHT ON GRAVEL ROAD AND GO
 GB2414'SOUTH FOR 2.6 MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED,
 GB2414'CONTINUE AHEAD ON GRAVEL ROAD FOR 0.35 MILE TO THE STATION ON THE
 GB2414'SCHOOL GROUNDS ON RIGHT AS DESCRIBED.
 GB2414'
 GB2414'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GB2414
 GB2414                          STATION RECOVERY (1963)
 GB2414
 GB2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GB2414'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 GB2414'CONDITION.  A METAL WITNESS POST IS INTACT.  STATION IS 18 FEET
 GB2414'SOUTH OF THE STATION.  TT 29 (USGS) BM NOT FOUND.  NO SEARCH WAS
 GB2414'MADE FOR THE AZIMUTH MARK.
 GB2414'
 GB2414'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 GB2414'
 GB2414'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND STATE HIGHWAY 56
 GB2414'(2 MILES SOUTH OF BAXTER), GO NORTH ON HIGHWAY 56 FOR 6.3
 GB2414'MILES TO A PAVED ROAD LEFT.  TURN LEFT (WEST) ON THE PAVED
 GB2414'ROAD FOR 8.1 MILES TO THE VILLAGE OF NAMELESS, AND THE ABANDONED
 GB2414'SCHOOL HOUSE ON THE LEFT (SOUTH) SIDE OF THE ROAD, AND THE
 GB2414'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0586 ***********************************************************************
 FD0586  DESIGNATION -  NANCY
 FD0586  PID         -  FD0586
 FD0586  STATE/COUNTY-  TN/MAURY
 FD0586  USGS QUAD   -  GLENDALE (1981)
 FD0586
 FD0586                         *CURRENT SURVEY CONTROL
 FD0586  ___________________________________________________________________
 FD0586* NAD 83(1995)-  35 35 56.34853(N)    086 54 13.77956(W)     ADJUSTED  
 FD0586* NAVD 88     -       225.147  (meters)     738.67   (feet)  ADJUSTED  
 FD0586  ___________________________________________________________________
 FD0586  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FD0586  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0586  DYNAMIC HT  -         224.949 (meters)     738.02  (feet)  COMP
 FD0586  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0586
 FD0586  HORZ ORDER  -  SECOND
 FD0586  VERT ORDER  -  SECOND    CLASS 0
 FD0586
 FD0586.The horizontal coordinates were established by classical geodetic methods
 FD0586.and adjusted by the National Geodetic Survey in April 1999..
 FD0586
 FD0586.The orthometric height was determined by differential leveling
 FD0586.and adjusted by the National Geodetic Survey in June 1991..
 FD0586
 FD0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0586
 FD0586.The geoid height was determined by GEOID03.
 FD0586
 FD0586.The dynamic height is computed by dividing the NAVD 88
 FD0586.geopotential number by the normal gravity value computed on the
 FD0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0586.degrees latitude (g = 980.6199 gals.).
 FD0586
 FD0586.The modeled gravity was interpolated from observed gravity values.
 FD0586
 FD0586;                    North         East     Units Scale Factor Converg.
 FD0586;SPC TN       -   140,801.159   518,101.698   MT  0.99995677   -0 31 44.9
 FD0586;SPC TN       -   461,945.14  1,699,805.32   sFT  0.99995677   -0 31 44.9
 FD0586;UTM  16      - 3,939,475.850   508,711.456   MT  0.99960094   +0 03 21.5
 FD0586
 FD0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0586!SPC TN       -   0.99996905  x   0.99995677  =   0.99992582
 FD0586!UTM  16      -   0.99996905  x   0.99960094  =   0.99957000
 FD0586
 FD0586|---------------------------------------------------------------------|
 FD0586| PID    Reference Object                     Distance      Geod. Az  |
 FD0586|                                                           dddmmss.s |
 FD0586| FD0587 NANCY RM 1                           20.586 METERS 18905     |
 FD0586| FD0588 NANCY AZ MK                         APPROX. 1.0 KM 1900328.5 |
 FD0586| FD0585 NANCY RM 2                           23.452 METERS 34952     |
 FD0586|---------------------------------------------------------------------|
 FD0586
 FD0586                          SUPERSEDED SURVEY CONTROL
 FD0586
 FD0586  NAD 83(1995)-  35 35 56.35171(N)    086 54 13.78166(W) AD(       ) 2
 FD0586  NAD 83(1986)-  35 35 56.35935(N)    086 54 13.78067(W) AD(       ) 2
 FD0586  NAD 27      -  35 35 56.10490(N)    086 54 13.77890(W) AD(       ) 2
 FD0586  NGVD 29 (??/??/92)  225.128  (m)          738.61   (f) ADJ UNCH    2 0
 FD0586
 FD0586.Superseded values are not recommended for survey control.
 FD0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0586.See file dsdata.txt to determine how the superseded data were derived.
 FD0586
 FD0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0871139476(NAD 83)
 FD0586_MARKER: DE = TRAVERSE STATION DISK
 FD0586_SETTING: 66 = SET IN ROCK OUTCROP
 FD0586_SP_SET: BEDROCK
 FD0586_STAMPING: NANCY 1960
 FD0586_MARK LOGO: CGS   
 FD0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0586+STABILITY: POSITION/ELEVATION WELL
 FD0586
 FD0586  HISTORY     - Date     Condition        Report By
 FD0586  HISTORY     - 1960     MONUMENTED       CGS
 FD0586  HISTORY     - 1960     GOOD             CGS
 FD0586
 FD0586                          STATION DESCRIPTION
 FD0586
 FD0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0586'THE STATION IS LOCATED ABOUT 7.0 MILES EAST OF COLUMBIA, ON A ROCK
 FD0586'COVERED HILL WITH SCATTERED
 FD0586'TREES AND BRUSH AND ON PROPERTY OWNED BY MR F C
 FD0586'PILKINTON.
 FD0586'
 FD0586'TO REACH THE STATION FROM THE INTERSECTION OF GLADE STREET AND STATE
 FD0586'HIGHWAY 50 IN THE EAST
 FD0586'PART OF COLUMBIA, GO SOUTHEAST ON STATE HIGHWAY 50 FOR
 FD0586'2.1 MILES TO A SIDE ROAD ON THE
 FD0586'LEFT AT CHEEKS STORE, TURN LEFT,
 FD0586'EAST, FOR 4.8 MILES TO ROCK SPRINGS CHURCH ON THE
 FD0586'LEFT, CONTINUE EAST
 FD0586'FOR 0.8 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT, NORTH, FOR 0.2
 FD0586'MILE TO A WOODEN
 FD0586'GATE, CONTINUE NORTH FOR 0.2 MILE TO AN OLD
 FD0586'ABANDONED FARM HOUSE AND THE END OF
 FD0586'TRUCK TRAVEL.  PACK NORTHEAST FOR
 FD0586'ABOUT 0.4 MILE TO THE STATION.
 FD0586'
 FD0586'STATION MARK IS ON THE WEST SLOPE OF THE HILL, 30 FEET EAST OF A
 FD0586'30-INCH TREE AND 2.8 FEET
 FD0586'NORTH OF A CAIRN.  THE MARK IS A STANDARD DISK CEMENTED
 FD0586'IN A DRILL HOLE IN BEDROCK, SET
 FD0586'6 INCHES BELOW THE GROUND AND IS
 FD0586'STAMPED NANCY 1960.
 FD0586'
 FD0586'REFERENCE MARK NO 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FD0586'OUTCROPPING BEDROCK, SET
 FD0586'FLUSH AND IS STAMPED NANCY NO 1 1960.
 FD0586'
 FD0586'REFERENCE MARK NO 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FD0586'OUTCROPPING BEDROCK, SET
 FD0586'FLUSH AND IS STAMPED NANCY NO 2 1960.
 FD0586'
 FD0586'AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 5.2
 FD0586'FEET NORTHEAST OF A
 FD0586'WITNESS SIGN AND 3 FEET NORTH OF A WIRE FENCE.  THE
 FD0586'MARK IS A STANDARD DISK CEMENTED
 FD0586'IN A DRILL HOLE IN OUTCROPPING
 FD0586'BEDROCK, SET FLUSH AND IS STAMPED NANCY 1960.
 FD0586'
 FD0586'TO REACH THE AZIMUTH MARK FROM THE ROCK SPRINGS CHURCH, CONTINUE EAST
 FD0586'FOR 0.8 MILE TO A TRACK
 FD0586'ROAD ON THE LEFT, CONTINUE EAST FOR 0.15 MILE TO THE
 FD0586'MARK ON THE LEFT.
 FD0586'
 FD0586'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 FD0586'
 FD0586'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 FD0586
 FD0586                          STATION RECOVERY (1960)
 FD0586
 FD0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0586'6.2 MI N FROM BRYANT.
 FD0586'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY 50
 FD0586'FOR 0.7 MILE, THEN 5.5 MILES NORTH ON INTERSTATE HIGHWAY 65,
 FD0586'THEN ABOUT 0.1 MILE WEST TO THE HIGHEST POINT OF A HILL.  THE
 FD0586'STATION MARK IS ON THE WEST SLOPE OF THE HILL, 30 FT. EAST OF A
 FD0586'30-INCH TREE AND 2.8 FT. NORTH OF A CAIRN.  THE DISK IS CEMENTED
 FD0586'IN A DRILL HOLE IN A BEDROCK SET 6 INCHES BELOW THE SURFACE OF
 FD0586'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0588 ***********************************************************************
 FD0588  DESIGNATION -  NANCY AZ MK
 FD0588  PID         -  FD0588
 FD0588  STATE/COUNTY-  TN/MAURY
 FD0588  USGS QUAD   -  GLENDALE (1981)
 FD0588
 FD0588                         *CURRENT SURVEY CONTROL
 FD0588  ___________________________________________________________________
 FD0588* NAD 83(1995)-  35 35 25.56786(N)    086 54 20.46345(W)     ADJUSTED  
 FD0588* NAVD 88     -       207.062  (meters)     679.34   (feet)  ADJUSTED  
 FD0588  ___________________________________________________________________
 FD0588  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FD0588  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FD0588  DYNAMIC HT  -         206.880 (meters)     678.74  (feet)  COMP
 FD0588  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 FD0588
 FD0588  HORZ ORDER  -  SECOND
 FD0588  VERT ORDER  -  SECOND    CLASS 0
 FD0588
 FD0588.The horizontal coordinates were established by classical geodetic methods
 FD0588.and adjusted by the National Geodetic Survey in April 1999..
 FD0588
 FD0588.The orthometric height was determined by differential leveling
 FD0588.and adjusted by the National Geodetic Survey in June 1991..
 FD0588
 FD0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0588
 FD0588.The geoid height was determined by GEOID03.
 FD0588
 FD0588.The dynamic height is computed by dividing the NAVD 88
 FD0588.geopotential number by the normal gravity value computed on the
 FD0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0588.degrees latitude (g = 980.6199 gals.).
 FD0588
 FD0588.The modeled gravity was interpolated from observed gravity values.
 FD0588
 FD0588;                    North         East     Units Scale Factor Converg.
 FD0588;SPC TN       -   139,854.139   517,924.690   MT  0.99995739   -0 31 48.8
 FD0588;SPC TN       -   458,838.12  1,699,224.59   sFT  0.99995739   -0 31 48.8
 FD0588;UTM  16      - 3,938,527.410   508,544.187   MT  0.99960090   +0 03 17.6
 FD0588
 FD0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0588!SPC TN       -   0.99997188  x   0.99995739  =   0.99992927
 FD0588!UTM  16      -   0.99997188  x   0.99960090  =   0.99957279
 FD0588
 FD0588:                Primary Azimuth Mark                     Grid Az
 FD0588:SPC TN       -  NANCY                                    010 35 13.4
 FD0588:UTM  16      -  NANCY                                    010 00 07.0
 FD0588
 FD0588|---------------------------------------------------------------------|
 FD0588| PID    Reference Object                     Distance      Geod. Az  |
 FD0588|                                                           dddmmss.s |
 FD0588| FD0586 NANCY                               APPROX. 1.0 KM 0100324.6 |
 FD0588|---------------------------------------------------------------------|
 FD0588
 FD0588                          SUPERSEDED SURVEY CONTROL
 FD0588
 FD0588  NAD 83(1995)-  35 35 25.57112(N)    086 54 20.46551(W) AD(       ) 2
 FD0588  NAD 83(1986)-  35 35 25.57863(N)    086 54 20.46456(W) AD(       ) 2
 FD0588  NAD 27      -  35 35 25.32500(N)    086 54 20.46180(W) AD(       ) 2
 FD0588  NGVD 29 (??/??/92)  207.044  (m)          679.28   (f) ADJ UNCH    2 0
 FD0588
 FD0588.Superseded values are not recommended for survey control.
 FD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0588.See file dsdata.txt to determine how the superseded data were derived.
 FD0588
 FD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0854438527(NAD 83)
 FD0588_MARKER: DZ = AZIMUTH MARK DISK
 FD0588_SETTING: 66 = SET IN ROCK OUTCROP
 FD0588_SP_SET: OUTCROPPING BEDROCK
 FD0588_STAMPING: NANCY 1960
 FD0588_MARK LOGO: CGS   
 FD0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0588+STABILITY: POSITION/ELEVATION WELL
 FD0588
 FD0588  HISTORY     - Date     Condition        Report By
 FD0588  HISTORY     - 1960     MONUMENTED       CGS
 FD0588  HISTORY     - 1960     GOOD             CGS
 FD0588
 FD0588                          STATION DESCRIPTION
 FD0588
 FD0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0588'THE STATION IS LOCATED ABOUT 7.0 MILES EAST OF COLUMBIA, ON A ROCK
 FD0588'COVERED HILL WITH SCATTERED
 FD0588'TREES AND BRUSH AND ON PROPERTY OWNED BY MR F C
 FD0588'PILKINTON.
 FD0588'
 FD0588'AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 5.2
 FD0588'FEET NORTHEAST OF A
 FD0588'WITNESS SIGN AND 3 FEET NORTH OF A WIRE FENCE.  THE
 FD0588'MARK IS A STANDARD DISK CEMENTED
 FD0588'IN A DRILL HOLE IN OUTCROPPING
 FD0588'BEDROCK, SET FLUSH AND IS STAMPED NANCY 1960.
 FD0588'
 FD0588'TO REACH THE AZIMUTH MARK FROM THE ROCK SPRINGS CHURCH, CONTINUE EAST
 FD0588'FOR 0.8 MILE TO A TRACK
 FD0588'ROAD ON THE LEFT, CONTINUE EAST FOR 0.15 MILE TO THE
 FD0588'MARK ON THE LEFT.
 FD0588
 FD0588                          STATION RECOVERY (1960)
 FD0588
 FD0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0588'5.6 MI N FROM BRYANT.
 FD0588'FROM THE BRYANT SCHOOL IN BRYANT, GO NORTHWEST ON STATE HIGHWAY
 FD0588'50 FOR 0.7 MILE, THEN 4.9 MILES NORTH ON INTERSTATE HIGHWAY 65
 FD0588'TO THE INTERSECTION OF SOWELL MILL PIKE ROAD.  THE AZIMUTH MARK IS
 FD0588'ABOUT 300 FT. WEST OF THE CENTER OF INTERSTATE HIGHWAY 65, 40 FT.
 FD0588'NORTH OF THE CENTER OF SOWELL MILL PIKE ROAD, 5.2 FT. NORTHEAST OF
 FD0588'A WITNESS SIGN AND 3 FT. NORTH OF A WIRE FENCE.  THE DISK IS
 FD0588'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK THAT IS FLUSH
 FD0588'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0587 ***********************************************************************
 FD0587  DESIGNATION -  NANCY RM 1
 FD0587  PID         -  FD0587
 FD0587  STATE/COUNTY-  TN/MAURY
 FD0587  USGS QUAD   -  GLENDALE (1981)
 FD0587
 FD0587                         *CURRENT SURVEY CONTROL
 FD0587  ___________________________________________________________________
 FD0587* NAD 83(1986)-  35 35 56.     (N)    086 54 13.     (W)     SCALED    
 FD0587* NAVD 88     -       224.951  (meters)     738.03   (feet)  ADJUSTED  
 FD0587  ___________________________________________________________________
 FD0587  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0587  DYNAMIC HT  -         224.753 (meters)     737.38  (feet)  COMP
 FD0587  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0587
 FD0587  VERT ORDER  -  SECOND    CLASS 0
 FD0587
 FD0587.The horizontal coordinates were scaled from a topographic map and have
 FD0587.an estimated accuracy of +/- 6 seconds.
 FD0587
 FD0587.The orthometric height was determined by differential leveling
 FD0587.and adjusted by the National Geodetic Survey in June 1991..
 FD0587
 FD0587.The geoid height was determined by GEOID03.
 FD0587
 FD0587.The dynamic height is computed by dividing the NAVD 88
 FD0587.geopotential number by the normal gravity value computed on the
 FD0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0587.degrees latitude (g = 980.6199 gals.).
 FD0587
 FD0587.The modeled gravity was interpolated from observed gravity values.
 FD0587
 FD0587;                    North         East    Units  Estimated Accuracy
 FD0587;SPC TN       -   140,790.      518,120.      MT  (+/- 180 meters Scaled)
 FD0587
 FD0587                          SUPERSEDED SURVEY CONTROL
 FD0587
 FD0587  NGVD 29 (??/??/92)  224.932  (m)          737.96   (f) ADJ UNCH    2 0
 FD0587
 FD0587.Superseded values are not recommended for survey control.
 FD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0587.See file dsdata.txt to determine how the superseded data were derived.
 FD0587
 FD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE087394(NAD 83)
 FD0587_MARKER: DR = REFERENCE MARK DISK
 FD0587_SETTING: 66 = SET IN ROCK OUTCROP
 FD0587_SP_SET: OUTCROPPING BEDROCK
 FD0587_STAMPING: NANCY NO 1 1960
 FD0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0587+STABILITY: POSITION/ELEVATION WELL
 FD0587
 FD0587  HISTORY     - Date     Condition        Report By
 FD0587  HISTORY     - 1960     MONUMENTED       CGS
 FD0587
 FD0587                          STATION DESCRIPTION
 FD0587
 FD0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0587'6.2 MI N FROM BRYANT.
 FD0587'THIS MARK IS LOCATED AT THE NANCY 1960 STATION SITE, 67.5 FT.
 FD0587'SOUTH OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL HOLE
 FD0587'IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0585 ***********************************************************************
 FD0585  DESIGNATION -  NANCY RM 2
 FD0585  PID         -  FD0585
 FD0585  STATE/COUNTY-  TN/MAURY
 FD0585  USGS QUAD   -  GLENDALE (1981)
 FD0585
 FD0585                         *CURRENT SURVEY CONTROL
 FD0585  ___________________________________________________________________
 FD0585* NAD 83(1986)-  35 35 56.     (N)    086 54 13.     (W)     SCALED    
 FD0585* NAVD 88     -       223.909  (meters)     734.61   (feet)  ADJUSTED  
 FD0585  ___________________________________________________________________
 FD0585  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FD0585  DYNAMIC HT  -         223.712 (meters)     733.96  (feet)  COMP
 FD0585  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 FD0585
 FD0585  VERT ORDER  -  SECOND    CLASS 0
 FD0585
 FD0585.The horizontal coordinates were scaled from a topographic map and have
 FD0585.an estimated accuracy of +/- 6 seconds.
 FD0585
 FD0585.The orthometric height was determined by differential leveling
 FD0585.and adjusted by the National Geodetic Survey in June 1991..
 FD0585
 FD0585.The geoid height was determined by GEOID03.
 FD0585
 FD0585.The dynamic height is computed by dividing the NAVD 88
 FD0585.geopotential number by the normal gravity value computed on the
 FD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0585.degrees latitude (g = 980.6199 gals.).
 FD0585
 FD0585.The modeled gravity was interpolated from observed gravity values.
 FD0585
 FD0585;                    North         East    Units  Estimated Accuracy
 FD0585;SPC TN       -   140,790.      518,120.      MT  (+/- 180 meters Scaled)
 FD0585
 FD0585                          SUPERSEDED SURVEY CONTROL
 FD0585
 FD0585  NGVD 29 (??/??/92)  223.890  (m)          734.55   (f) ADJ UNCH    2 0
 FD0585
 FD0585.Superseded values are not recommended for survey control.
 FD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0585.See file dsdata.txt to determine how the superseded data were derived.
 FD0585
 FD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE087394(NAD 83)
 FD0585_MARKER: DR = REFERENCE MARK DISK
 FD0585_SETTING: 66 = SET IN ROCK OUTCROP
 FD0585_SP_SET: OUTCROPPING BEDROCK
 FD0585_STAMPING: NANCY NO 2 1960
 FD0585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FD0585+STABILITY: POSITION/ELEVATION WELL
 FD0585
 FD0585  HISTORY     - Date     Condition        Report By
 FD0585  HISTORY     - 1960     MONUMENTED       CGS
 FD0585
 FD0585                          STATION DESCRIPTION
 FD0585
 FD0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0585'6.2 MI N FROM BRYANT.
 FD0585'THIS MARK IS LOCATED AT THE NANCY 1960 STATION SITE, 77 FT. NORTH
 FD0585'OF THE STATION MARK.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 FD0585'OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2510 ***********************************************************************
 GB2510  DESIGNATION -  NAP
 GB2510  PID         -  GB2510
 GB2510  STATE/COUNTY-  TN/SCOTT
 GB2510  USGS QUAD   -  WINFIELD (1982)
 GB2510
 GB2510                         *CURRENT SURVEY CONTROL
 GB2510  ___________________________________________________________________
 GB2510* NAD 83(1995)-  36 31 25.78262(N)    084 29 55.14575(W)     ADJUSTED  
 GB2510* NAVD 88     -       501.8    (meters)    1646.     (feet)  VERTCON   
 GB2510  ___________________________________________________________________
 GB2510  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GB2510  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GB2510
 GB2510  HORZ ORDER  -  SECOND
 GB2510
 GB2510.The horizontal coordinates were established by classical geodetic methods
 GB2510.and adjusted by the National Geodetic Survey in April 1999..
 GB2510
 GB2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2510
 GB2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2510
 GB2510.The geoid height was determined by GEOID03.
 GB2510
 GB2510;                    North         East     Units Scale Factor Converg.
 GB2510;SPC TN       -   244,071.694   734,463.748   MT  1.00002076   +0 52 44.2
 GB2510;SPC TN       -   800,758.55  2,409,653.15   sFT  1.00002076   +0 52 44.2
 GB2510;UTM  16      - 4,044,961.858   723,961.188   MT  1.00021802   +1 29 21.5
 GB2510
 GB2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2510!SPC TN       -   0.99992580  x   1.00002076  =   0.99994656
 GB2510!UTM  16      -   0.99992580  x   1.00021802  =   1.00014380
 GB2510
 GB2510|---------------------------------------------------------------------|
 GB2510| PID    Reference Object                     Distance      Geod. Az  |
 GB2510|                                                           dddmmss.s |
 GB2510| DB9818 NAP RM 2                              8.350 METERS 00301     |
 GB2510| GB2507 BEAR                                APPROX. 2.2 KM 0484653.8 |
 GB2510| DB9816 NAP AZ MK                                          0513528.8 |
 GB2510| DB9817 NAP RM 1                              8.969 METERS 17212     |
 GB2510|---------------------------------------------------------------------|
 GB2510
 GB2510                          SUPERSEDED SURVEY CONTROL
 GB2510
 GB2510  NAD 83(1995)-  36 31 25.78327(N)    084 29 55.14562(W) AD(       ) 2
 GB2510  NAD 83(1995)-  36 31 25.79175(N)    084 29 55.14915(W) AD(       ) 2
 GB2510  NAD 83(1986)-  36 31 25.79204(N)    084 29 55.14777(W) AD(       ) 2
 GB2510  NAD 27      -  36 31 25.50993(N)    084 29 55.37084(W) AD(       ) 2
 GB2510  NGVD 29 (07/19/86)  501.9    (m)         1647.     (f) VERT ANG       
 GB2510
 GB2510.Superseded values are not recommended for survey control.
 GB2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2510.See file dsdata.txt to determine how the superseded data were derived.
 GB2510
 GB2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2396144962(NAD 83)
 GB2510_MARKER: DS = TRIANGULATION STATION DISK
 GB2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2510
 GB2510  HISTORY     - Date     Condition        Report By
 GB2510  HISTORY     - 1966     MONUMENTED       CGS
 GB2510  HISTORY     - 1980     MARK NOT FOUND   NGS
 GB2510
 GB2510                          STATION DESCRIPTION
 GB2510
 GB2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB2510'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF ONEIDA ATOP THE
 GB2510'NORTHWEST BANK OF A
 GB2510'200-FOOT HIGHWAY CUT.
 GB2510'
 GB2510'TO REACH THE STATION FROM THE POST OFFICE IN ONEIDA, GO NORTHERLY ON
 GB2510'U.S.  HIGHWAY 27 FOR
 GB2510'1.85 MILES TO THE CUT AND THE STATION ON THE LEFT.
 GB2510'
 GB2510'THE STATION IS 25 FEET NORTHWEST OF THE EDGE OF THE BANK OF THE CUT,
 GB2510'22 FEET EAST OF AN 8-INCH
 GB2510'PINE TREE AND 17.5 FEET SOUTH OF A METAL WITNESS
 GB2510'POST AND SIGN.  THE SURFACE AND
 GB2510'UNDERGROUND MARKS ARE STANDARD
 GB2510'TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS
 GB2510'ARE STAMPED NAP
 GB2510'1966.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.
 GB2510'THE SURFACE DISK
 GB2510'IS SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2510'CONCRETE MONUMENT.
 GB2510'
 GB2510'REFERENCE MARK NO. 1 IS 2 FEET NORTHWEST OF THE EDGE OF THE BANK.  IT
 GB2510'IS A STANDARD TENNESSEE
 GB2510'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2510'10-INCH, SQUARE, FLUSH, CONCRETE
 GB2510'MONUMENT AND THE DISK IS STAMPED NAP RM-1 1966.
 GB2510'
 GB2510'REFERENCE MARK NO. 2 IS 16 FEET NORTHEAST OF A METAL WITNESS POST AND
 GB2510'SIGN AND AT THE
 GB2510'NORTHWEST EDGE OF THE HIGHWAY RIGHT-OF-WAY CLEARING.  IT
 GB2510'IS A STANDARD TENNESSEE
 GB2510'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GB2510'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2
 GB2510'INCHES BELOW THE SURFACE
 GB2510'AND THE DISK IS STAMPED NAP RM-2 1966.
 GB2510'
 GB2510'THE AZIMUTH MARK IS 57 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 GB2510'GRAVELED DRIVE, 29 FEET
 GB2510'SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY
 GB2510'27, 4.4 FEET NORTHWEST OF A METAL
 GB2510'WITNESS POST AND SIGN AND 2 FEET
 GB2510'SOUTHWEST OF A HIGHWAY SIGN.  IT IS A STANDARD
 GB2510'TENNESSEE HIGHWAY
 GB2510'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GB2510'CONCRETE MONUMENT
 GB2510'AND THE DISK IS STAMPED NAP AZI 1966.
 GB2510'
 GB2510'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON
 GB2510'U.S.  HIGHWAY 27 TO THE
 GB2510'MARK ON THE RIGHT, 0.15 MILE NORTHEAST OF THE STATION.
 GB2510'
 GB2510'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2510'
 GB2510'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB2510
 GB2510                          STATION RECOVERY (1980)
 GB2510
 GB2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GB2510'A LONG SEARCH WAS MADE BUT NOTHING WAS FOUND WITH EXISTING TIES.  THE
 GB2510'METAL WITNESS POST WAS FOUND AT THE AZIMUTH MARK BUT MEASUREMENT
 GB2510'WOULD PUT THE MARK IN A GRADER DITCH AND IT IS THOUGHT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1885 ***********************************************************************
 GC1885  DESIGNATION -  NASHVILLE
 GC1885  PID         -  GC1885
 GC1885  STATE/COUNTY-  TN/DAVIDSON
 GC1885  USGS QUAD   -  NASHVILLE WEST (1983)
 GC1885
 GC1885                         *CURRENT SURVEY CONTROL
 GC1885  ___________________________________________________________________
 GC1885* NAD 83(1986)-  36 09 33.     (N)    086 46 54.     (W)     SCALED    
 GC1885* NAVD 88     -       151.471  (meters)     496.95   (feet)  ADJUSTED  
 GC1885  ___________________________________________________________________
 GC1885  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC1885  DYNAMIC HT  -         151.341 (meters)     496.52  (feet)  COMP
 GC1885  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GC1885
 GC1885  VERT ORDER  -  FIRST     CLASS II
 GC1885
 GC1885.The horizontal coordinates were scaled from a topographic map and have
 GC1885.an estimated accuracy of +/- 6 seconds.
 GC1885
 GC1885.The orthometric height was determined by differential leveling
 GC1885.and adjusted by the National Geodetic Survey in June 1991..
 GC1885
 GC1885.The geoid height was determined by GEOID03.
 GC1885
 GC1885.The dynamic height is computed by dividing the NAVD 88
 GC1885.geopotential number by the normal gravity value computed on the
 GC1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1885.degrees latitude (g = 980.6199 gals.).
 GC1885
 GC1885.The modeled gravity was interpolated from observed gravity values.
 GC1885
 GC1885;                    North         East    Units  Estimated Accuracy
 GC1885;SPC TN       -   202,860.      529,670.      MT  (+/- 180 meters Scaled)
 GC1885
 GC1885                          SUPERSEDED SURVEY CONTROL
 GC1885
 GC1885.No superseded survey control is available for this station.
 GC1885
 GC1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF196016(NAD 83)
 GC1885_MARKER: DB = BENCH MARK DISK
 GC1885_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GC1885_STAMPING: NASHVILLE 1899
 GC1885_MARK LOGO: USGS  
 GC1885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GC1885+STABILITY: POSITION/ELEVATION WELL
 GC1885
 GC1885  HISTORY     - Date     Condition        Report By
 GC1885  HISTORY     - UNK      MONUMENTED       USGS
 GC1885  HISTORY     - 1949     GOOD             NGS
 GC1885  HISTORY     - 1984     GOOD             NGS
 GC1885
 GC1885                          STATION DESCRIPTION
 GC1885
 GC1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GC1885'AT NASHVILLE.
 GC1885'AT NASHVILLE, DAVIDSON COUNTY, ON THE SOUTH SIDE OF BROADWAY,
 GC1885'SET VERTICALLY IN THE NORTH FACE OF THE STONE PILLAR ON THE WEST
 GC1885'SIDE OF THE CENTER ENTRANCE TO THE CUSTOMS BUILDING, 3.5 FEET
 GC1885'ABOVE THE SIDEWALK.  NOTE-- STAMPING ON DISK IS SLIGHTLY DISFIGURED
 GC1885'BUT APPEARS TO BE 1899 AND NOT 1901.  THE 495 OF STAMPING IS NOT
 GC1885'LEGIBLE.
 GC1885
 GC1885                          STATION RECOVERY (1984)
 GC1885
 GC1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GC1885'RECOVERED IN GOOD CONDITION.  LOCATED IN NASHVILLE ON THE SOUTH SIDE
 GC1885'OF BROADWAY, BETWEEN 7TH AND 8TH STREETS, DISK SET VERTICALLY IN THE
 GC1885'NORTH FACE OF THE SECOND STONE PILLAR PIER EAST OF THE WESTERNMOST ONE
 GC1885'OF FOUR, AND AT THE MAIN NORTH ENTRANCE TO THE CUSTOMS BUILDING (BUILT
 GC1885'IN 1877).  NOTE--ACCORDING TO THE USGS, THIS BM WAS TO BE RESET IN
 GC1885'1982 AT THE SAME ELEVATION.  THE DAMAGED USGS DISK HAS BEEN REPLACED
 GC1885'BY A NATIONAL GEODETIC SURVEY BENCH MARK DISK.  THE STAMPING NOW
 GC1885'READS--NASHVILLE USGS 1901.
 GC1885'THE MARK IS 1.1 M ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2259 ***********************************************************************
 GC2259  DESIGNATION -  NASHVILLE ATT CO RELAY TOWER
 GC2259  PID         -  GC2259
 GC2259  STATE/COUNTY-  TN/DAVIDSON
 GC2259  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2259
 GC2259                         *CURRENT SURVEY CONTROL
 GC2259  ___________________________________________________________________
 GC2259* NAD 83(1995)-  36 09 50.40306(N)    086 46 38.15509(W)     ADJUSTED  
 GC2259* NAVD 88     -                                                        
 GC2259  ___________________________________________________________________
 GC2259  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GC2259  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2259
 GC2259  HORZ ORDER  -  THIRD
 GC2259
 GC2259.The horizontal coordinates were established by classical geodetic methods
 GC2259.and adjusted by the National Geodetic Survey in April 1999..
 GC2259
 GC2259
 GC2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2259
 GC2259.The geoid height was determined by GEOID03.
 GC2259
 GC2259;                    North         East     Units Scale Factor Converg.
 GC2259;SPC TN       -   203,390.003   530,067.471   MT  0.99996493   -0 27 18.2
 GC2259;SPC TN       -   667,288.70  1,739,063.03   sFT  0.99996493   -0 27 18.2
 GC2259;UTM  16      - 4,002,161.772   520,032.918   MT  0.99960494   +0 07 53.2
 GC2259
 GC2259                          SUPERSEDED SURVEY CONTROL
 GC2259
 GC2259  NAD 83(1995)-  36 09 50.40507(N)    086 46 38.15709(W) AD(       ) 4
 GC2259  NAD 83(1995)-  36 09 50.40717(N)    086 46 38.15716(W) AD(       ) 4
 GC2259  NAD 83(1986)-  36 09 50.41328(N)    086 46 38.15821(W) AD(       ) 4
 GC2259  NAD 27      -  36 09 50.20800(N)    086 46 38.16300(W) AD(       ) 3
 GC2259
 GC2259.Superseded values are not recommended for survey control.
 GC2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2259.See file dsdata.txt to determine how the superseded data were derived.
 GC2259
 GC2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2003302162(NAD 83)
 GC2259_MARKER: 45 = MICROWAVE TOWER
 GC2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2259+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GC2259
 GC2259  HISTORY     - Date     Condition        Report By
 GC2259  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2259  HISTORY     - 20060404 GOOD             GEOCAC
 GC2259
 GC2259                          STATION DESCRIPTION
 GC2259
 GC2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2259'THE STATION IS LOCATED ATOP THE SOUTHERN BELL TELEPHONE CO. BUILDING
 GC2259'AT THE CORNER OF THIRD AVENUE AND CHURCH STREET IN DOWNTOWN
 GC2259'NASHVILLE.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING FOUR,
 GC2259'LARGE, DIRECTIONAL ANTENNAE, HAS A LARGE RED LIGHT ON THE WEST SIDE
 GC2259'AND IS 96.0 FEET ABOVE THE TOP OF THE BUILDING.
 GC2259'
 GC2259'THE POINT OBSERVED UPON WAS THE CENTER OF THE LARGE RED LIGHT ON THE
 GC2259'WEST SIDE OF THE STRUCTURE.
 GC2259
 GC2259                          STATION RECOVERY (2006)
 GC2259
 GC2259'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2260 ***********************************************************************
 GC2260  DESIGNATION -  NASHVILLE BAPTIST HOSPITAL STK
 GC2260  PID         -  GC2260
 GC2260  STATE/COUNTY-  TN/DAVIDSON
 GC2260  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2260
 GC2260                         *CURRENT SURVEY CONTROL
 GC2260  ___________________________________________________________________
 GC2260* NAD 83(1995)-  36 09 17.32222(N)    086 48 08.94563(W)     ADJUSTED  
 GC2260* NAVD 88     -                                                        
 GC2260  ___________________________________________________________________
 GC2260  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GC2260  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2260
 GC2260  HORZ ORDER  -  THIRD
 GC2260
 GC2260.The horizontal coordinates were established by classical geodetic methods
 GC2260.and adjusted by the National Geodetic Survey in April 1999..
 GC2260
 GC2260
 GC2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2260
 GC2260.The geoid height was determined by GEOID03.
 GC2260
 GC2260;                    North         East     Units Scale Factor Converg.
 GC2260;SPC TN       -   202,388.744   527,790.090   MT  0.99996402   -0 28 11.3
 GC2260;SPC TN       -   664,003.74  1,731,591.32   sFT  0.99996402   -0 28 11.3
 GC2260;UTM  16      - 4,001,137.626   517,766.720   MT  0.99960389   +0 06 59.5
 GC2260
 GC2260                          SUPERSEDED SURVEY CONTROL
 GC2260
 GC2260  NAD 83(1995)-  36 09 17.32428(N)    086 48 08.94757(W) AD(       ) 4
 GC2260  NAD 83(1995)-  36 09 17.32620(N)    086 48 08.94773(W) AD(       ) 4
 GC2260  NAD 83(1986)-  36 09 17.33249(N)    086 48 08.94878(W) AD(       ) 4
 GC2260  NAD 27      -  36 09 17.12600(N)    086 48 08.95100(W) AD(       ) 3
 GC2260
 GC2260.Superseded values are not recommended for survey control.
 GC2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2260.See file dsdata.txt to determine how the superseded data were derived.
 GC2260
 GC2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1776701138(NAD 83)
 GC2260_MARKER: 63 = STACK
 GC2260
 GC2260  HISTORY     - Date     Condition        Report By
 GC2260  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2260
 GC2260                          STATION DESCRIPTION
 GC2260
 GC2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2260'THE STATION IS LOCATED NEAR THE POWER PLANT AT THE BAPTIST HOSPITAL.
 GC2260'IT IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF 20TH AVE. NORTH
 GC2260'AND PATTERSON ST. WHICH IS ABOUT 1-1/4 MILES WEST-SOUTHWEST OF THE
 GC2260'CENTER OF NASHVILLE.  IT IS A RED BRICK STRUCTURE, 193 FEET IN
 GC2260'HEIGHT, 20 FEET WIDE AT THE BASE, AND 10 FEET 4 INCHES WIDE AT THE
 GC2260'TOP.  THE CONSTRUCTION WAS COMPLETED THIS YEAR.  THE POINT OF
 GC2260'INTERSECTION WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2261 ***********************************************************************
 GC2261  DESIGNATION -  NASHVILLE CITY GEN HOSP STACK
 GC2261  PID         -  GC2261
 GC2261  STATE/COUNTY-  TN/DAVIDSON
 GC2261  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2261
 GC2261                         *CURRENT SURVEY CONTROL
 GC2261  ___________________________________________________________________
 GC2261* NAD 83(1995)-  36 09 25.25290(N)    086 45 56.87318(W)     ADJUSTED  
 GC2261* NAVD 88     -                                                        
 GC2261  ___________________________________________________________________
 GC2261  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GC2261  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2261
 GC2261  HORZ ORDER  -  THIRD
 GC2261
 GC2261.The horizontal coordinates were established by classical geodetic methods
 GC2261.and adjusted by the National Geodetic Survey in April 1999..
 GC2261
 GC2261
 GC2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2261
 GC2261.The geoid height was determined by GEOID03.
 GC2261
 GC2261;                    North         East     Units Scale Factor Converg.
 GC2261;SPC TN       -   202,606.723   531,093.117   MT  0.99996424   -0 26 54.0
 GC2261;SPC TN       -   664,718.89  1,742,428.00   sFT  0.99996424   -0 26 54.0
 GC2261;UTM  16      - 4,001,389.309   521,066.156   MT  0.99960547   +0 08 17.4
 GC2261
 GC2261                          SUPERSEDED SURVEY CONTROL
 GC2261
 GC2261  NAD 83(1995)-  36 09 25.25494(N)    086 45 56.87522(W) AD(       ) 4
 GC2261  NAD 83(1995)-  36 09 25.25704(N)    086 45 56.87515(W) AD(       ) 4
 GC2261  NAD 83(1986)-  36 09 25.26313(N)    086 45 56.87627(W) AD(       ) 4
 GC2261  NAD 27      -  36 09 25.05900(N)    086 45 56.88100(W) AD(       ) 3
 GC2261
 GC2261.Superseded values are not recommended for survey control.
 GC2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2261.See file dsdata.txt to determine how the superseded data were derived.
 GC2261
 GC2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2106601389(NAD 83)
 GC2261_MARKER: 63 = STACK
 GC2261
 GC2261  HISTORY     - Date     Condition        Report By
 GC2261  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2261
 GC2261                          STATION DESCRIPTION
 GC2261
 GC2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2261'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF THE CAPITOL BUILDING IN
 GC2261'NASHVILLE AT THE SITE OF THE NASHVILLE CITY GENERAL HOSPITAL
 GC2261'LOCATED ON HERMITAGE AVENUE AT MIDDLETON STREET.  IT IS A RED-BRICK
 GC2261'STACK AND HAS AN OVER-ALL HEIGHT OF 117 FEET.
 GC2261'
 GC2261'THE TOP AND CENTER OF THE STACK WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2262 ***********************************************************************
 GC2262  DESIGNATION -  NASHVILLE CITY POLICE RAD TWR
 GC2262  PID         -  GC2262
 GC2262  STATE/COUNTY-  TN/DAVIDSON
 GC2262  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2262
 GC2262                         *CURRENT SURVEY CONTROL
 GC2262  ___________________________________________________________________
 GC2262* NAD 83(1995)-  36 08 16.98178(N)    086 48 58.10037(W)     ADJUSTED  
 GC2262* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 GC2262  ___________________________________________________________________
 GC2262  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GC2262  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2262
 GC2262  HORZ ORDER  -  SECOND
 GC2262
 GC2262.The horizontal coordinates were established by classical geodetic methods
 GC2262.and adjusted by the National Geodetic Survey in April 1999..
 GC2262
 GC2262.The orthometric height was scaled from a topographic map.
 GC2262
 GC2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2262
 GC2262.The geoid height was determined by GEOID03.
 GC2262
 GC2262;                    North         East     Units Scale Factor Converg.
 GC2262;SPC TN       -   200,539.182   526,545.975   MT  0.99996243   -0 28 40.1
 GC2262;SPC TN       -   657,935.63  1,727,509.59   sFT  0.99996243   -0 28 40.1
 GC2262;UTM  16      - 3,999,276.100   516,542.035   MT  0.99960337   +0 06 30.3
 GC2262
 GC2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2262!SPC TN       -   0.99994967  x   0.99996243  =   0.99991210
 GC2262!UTM  16      -   0.99994967  x   0.99960337  =   0.99955305
 GC2262
 GC2262                          SUPERSEDED SURVEY CONTROL
 GC2262
 GC2262  NAD 83(1995)-  36 08 16.98386(N)    086 48 58.10227(W) AD(       ) 2
 GC2262  NAD 83(1995)-  36 08 16.98568(N)    086 48 58.10245(W) AD(       ) 2
 GC2262  NAD 83(1986)-  36 08 16.99193(N)    086 48 58.10372(W) AD(       ) 2
 GC2262  NAD 27      -  36 08 16.78400(N)    086 48 58.10300(W) AD(       ) 2
 GC2262
 GC2262.Superseded values are not recommended for survey control.
 GC2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2262.See file dsdata.txt to determine how the superseded data were derived.
 GC2262
 GC2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1654299276(NAD 83)
 GC2262_MARKER: 42 = RADIO/TV MAST
 GC2262
 GC2262  HISTORY     - Date     Condition        Report By
 GC2262  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2262  HISTORY     - 1959     GOOD             CGS
 GC2262
 GC2262                          STATION DESCRIPTION
 GC2262
 GC2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2262'STATION IS THE CENTER OF THE TOP OF THE NASHVILLE CITY POLICE RADIO
 GC2262'STATION MAST, KIA 231, LOCATED ATOP LOVE CIRCLE RESERVOIR IN THE
 GC2262'WEST SECTION OF NASHVILLE.  IT IS A 4-LEGGED STEEL MAST, PAINTED IN
 GC2262'ALTERNATE RED AND WHITE SECTIONS AND IS 185 FEET HIGH.
 GC2262
 GC2262                          STATION RECOVERY (1959)
 GC2262
 GC2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2262'THE STATION IS THE CENTER OF THE BASE OF THE NASHVILLE CITY POLICE
 GC2262'RADIO MAST, LOCATED ON A PROMINENT HILL KNOWN AS LOVE CIRCLE
 GC2262'RESERVOIR, ABOUT 5 MILES SOUTHWEST OF THE TENNESSEE STATE CAPITOL
 GC2262'BUILDING AND 1.0 MILE WEST OF VANDERBILT UNIVERSITY.
 GC2262'
 GC2262'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED AND WHITE
 GC2262'AND HAS AN OVER-ALL HEIGHT OF 235 FEET.  A TRAVERSE CONNECTION WAS
 GC2262'MADE TO TRIANGULATION STATION LOVE 1933, DISTANCE BEING 202.42 FEET,
 GC2262'(61.698 METERS) WEST-SOUTHWEST OF LOVE 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9288 ***********************************************************************
 DG9288  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9288  DESIGNATION -  NASHVILLE COOP CORS ARP
 DG9288  CORS_ID     -  EDAN
 DG9288  PID         -  DG9288
 DG9288  STATE/COUNTY-  TN/DAVIDSON
 DG9288  USGS QUAD   -  NASHVILLE EAST (1983)
 DG9288
 DG9288                         *CURRENT SURVEY CONTROL
 DG9288  ___________________________________________________________________
 DG9288* NAD 83(CORS)-  36 08 54.62189(N)    086 42 15.79421(W)     ADJUSTED  
 DG9288* NAVD 88     -                                                        
 DG9288  ___________________________________________________________________
 DG9288  EPOCH DATE  -        2002.00
 DG9288  X           -     296,428.481 (meters)                     COMP
 DG9288  Y           -  -5,147,864.070 (meters)                     COMP
 DG9288  Z           -   3,741,580.297 (meters)                     COMP
 DG9288  ELLIP HEIGHT-         118.62  (meters)          (03/??/05) GPS OBS
 DG9288  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG9288
 DG9288  HORZ ORDER  -  SPECIAL (CORS)
 DG9288  ELLP ORDER  -  SPECIAL (CORS)
 DG9288
 DG9288.ITRF positions are available for this station.
 DG9288.The coordinates were established by GPS observations
 DG9288.and adjusted by the National Geodetic Survey in March 2005..
 DG9288.The coordinates are valid at the epoch date displayed above.
 DG9288.The epoch date for horizontal control is a decimal equivalence
 DG9288.of Year/Month/Day.
 DG9288
 DG9288
 DG9288.The PID for the CORS L1 Phase Center is DG9289.
 DG9288
 DG9288.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9288
 DG9288.The ellipsoidal height was determined by GPS observations
 DG9288.and is referenced to NAD 83.
 DG9288
 DG9288.The geoid height was determined by GEOID03.
 DG9288
 DG9288;                    North         East     Units Scale Factor Converg.
 DG9288;SPC TN       -   201,621.146   536,611.999   MT  0.99996341   -0 24 44.6
 DG9288;SPC TN       -   661,485.38  1,760,534.53   sFT  0.99996341   -0 24 44.6
 DG9288
 DG9288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9288!SPC TN       -   0.99998138  x   0.99996341  =   0.99994479
 DG9288
 DG9288                          SUPERSEDED SURVEY CONTROL
 DG9288
 DG9288.No superseded survey control is available for this station.
 DG9288
 DG9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2659300461(NAD 83)
 DG9288_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9288
 DG9288                          STATION DESCRIPTION
 DG9288
 DG9288'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9288'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9288'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9288'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9288'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9288'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9289 ***********************************************************************
 DG9289  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9289  DESIGNATION -  NASHVILLE COOP CORS L1 PHASE CENTER
 DG9289  CORS_ID     -  EDAN
 DG9289  PID         -  DG9289
 DG9289  STATE/COUNTY-  TN/DAVIDSON
 DG9289  USGS QUAD   -  NASHVILLE EAST (1983)
 DG9289
 DG9289                         *CURRENT SURVEY CONTROL
 DG9289  ___________________________________________________________________
 DG9289* NAD 83(CORS)-  36 08 54.62197(N)    086 42 15.79416(W)     ADJUSTED  
 DG9289* NAVD 88     -                                                        
 DG9289  ___________________________________________________________________
 DG9289  EPOCH DATE  -        2002.00
 DG9289  X           -     296,428.487 (meters)                     COMP
 DG9289  Y           -  -5,147,864.149 (meters)                     COMP
 DG9289  Z           -   3,741,580.358 (meters)                     COMP
 DG9289  ELLIP HEIGHT-         118.72  (meters)          (03/??/05) GPS OBS
 DG9289  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG9289
 DG9289  HORZ ORDER  -  SPECIAL (CORS)
 DG9289  ELLP ORDER  -  SPECIAL (CORS)
 DG9289
 DG9289.ITRF positions are available for this station.
 DG9289.The coordinates were established by GPS observations
 DG9289.and adjusted by the National Geodetic Survey in March 2005..
 DG9289.The coordinates are valid at the epoch date displayed above.
 DG9289.The epoch date for horizontal control is a decimal equivalence
 DG9289.of Year/Month/Day.
 DG9289
 DG9289
 DG9289.The PID for the CORS ARP is DG9288.
 DG9289
 DG9289.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9289
 DG9289.The ellipsoidal height was determined by GPS observations
 DG9289.and is referenced to NAD 83.
 DG9289
 DG9289.The geoid height was determined by GEOID03.
 DG9289
 DG9289;                    North         East     Units Scale Factor Converg.
 DG9289;SPC TN       -   201,621.148   536,612.000   MT  0.99996341   -0 24 44.6
 DG9289;SPC TN       -   661,485.38  1,760,534.54   sFT  0.99996341   -0 24 44.6
 DG9289
 DG9289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9289!SPC TN       -   0.99998137  x   0.99996341  =   0.99994478
 DG9289
 DG9289                          SUPERSEDED SURVEY CONTROL
 DG9289
 DG9289.No superseded survey control is available for this station.
 DG9289
 DG9289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2659300461(NAD 83)
 DG9289_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9289
 DG9289                          STATION DESCRIPTION
 DG9289
 DG9289'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9289'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9289'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9289'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9289'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9289'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2237 ***********************************************************************
 GC2237  DESIGNATION -  NASHVILLE D W SWINDLE CO TANK
 GC2237  PID         -  GC2237
 GC2237  STATE/COUNTY-  TN/DAVIDSON
 GC2237  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2237
 GC2237                         *CURRENT SURVEY CONTROL
 GC2237  ___________________________________________________________________
 GC2237* NAD 83(1995)-  36 12 08.97369(N)    086 44 57.66040(W)     ADJUSTED  
 GC2237* NAVD 88     -                                                        
 GC2237  ___________________________________________________________________
 GC2237  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 GC2237  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GC2237
 GC2237  HORZ ORDER  -  THIRD
 GC2237
 GC2237.The horizontal coordinates were established by classical geodetic methods
 GC2237.and adjusted by the National Geodetic Survey in April 1999..
 GC2237
 GC2237
 GC2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2237
 GC2237.The geoid height was determined by GEOID03.
 GC2237
 GC2237;                    North         East     Units Scale Factor Converg.
 GC2237;SPC TN       -   207,641.295   532,611.724   MT  0.99996902   -0 26 19.3
 GC2237;SPC TN       -   681,236.48  1,747,410.30   sFT  0.99996902   -0 26 19.3
 GC2237;UTM  16      - 4,006,437.343   522,532.608   MT  0.99960626   +0 08 53.0
 GC2237
 GC2237                          SUPERSEDED SURVEY CONTROL
 GC2237
 GC2237  NAD 83(1995)-  36 12 08.97552(N)    086 44 57.66244(W) AD(       ) 4
 GC2237  NAD 83(1995)-  36 12 08.97808(N)    086 44 57.66252(W) AD(       ) 4
 GC2237  NAD 83(1986)-  36 12 08.98391(N)    086 44 57.66351(W) AD(       ) 4
 GC2237  NAD 27      -  36 12 08.78000(N)    086 44 57.67000(W) AD(       ) 3
 GC2237
 GC2237.Superseded values are not recommended for survey control.
 GC2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2237.See file dsdata.txt to determine how the superseded data were derived.
 GC2237
 GC2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2253306437(NAD 83)
 GC2237_MARKER: 53 = ELEVATED TANK
 GC2237
 GC2237  HISTORY     - Date     Condition        Report By
 GC2237  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2237
 GC2237                          STATION DESCRIPTION
 GC2237
 GC2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2237'STATION IS THE RED LIGHT AT THE APEX OF THE ROOF OF THE TANK WHICH IS
 GC2237'LOCATED NEAR THE NASHVILLE CITY LIMITS IN THE EAST NASHVILLE
 GC2237'SECTION OF THE CITY, ON THE WEST SIDE OF THE LOUISVILLE AND NASHVILLE
 GC2237'RAILROAD MAIN LINE AND AT THE WEST END OF DELMAS AVENUE. IT IS A
 GC2237'LARGE STEEL TANK ATOP A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER AND
 GC2237'IS ABOUT 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2263 ***********************************************************************
 GC2263  DESIGNATION -  NASHVILLE FERRO CORP STACK
 GC2263  PID         -  GC2263
 GC2263  STATE/COUNTY-  TN/DAVIDSON
 GC2263  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2263
 GC2263                         *CURRENT SURVEY CONTROL
 GC2263  ___________________________________________________________________
 GC2263* NAD 83(1995)-  36 08 14.82684(N)    086 45 17.49804(W)     ADJUSTED  
 GC2263* NAVD 88     -                                                        
 GC2263  ___________________________________________________________________
 GC2263  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GC2263  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2263
 GC2263  HORZ ORDER  -  THIRD
 GC2263
 GC2263.The horizontal coordinates were established by classical geodetic methods
 GC2263.and adjusted by the National Geodetic Survey in April 1999..
 GC2263
 GC2263
 GC2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2263
 GC2263.The geoid height was determined by GEOID03.
 GC2263
 GC2263;                    North         East     Units Scale Factor Converg.
 GC2263;SPC TN       -   200,428.500   532,060.521   MT  0.99996238   -0 26 30.9
 GC2263;SPC TN       -   657,572.50  1,745,601.89   sFT  0.99996238   -0 26 30.9
 GC2263;UTM  16      - 3,999,221.878   522,055.452   MT  0.99960599   +0 08 40.4
 GC2263
 GC2263                          SUPERSEDED SURVEY CONTROL
 GC2263
 GC2263  NAD 83(1995)-  36 08 14.82896(N)    086 45 17.50018(W) AD(       ) 4
 GC2263  NAD 83(1995)-  36 08 14.83095(N)    086 45 17.49985(W) AD(       ) 4
 GC2263  NAD 83(1986)-  36 08 14.83706(N)    086 45 17.50109(W) AD(       ) 4
 GC2263  NAD 27      -  36 08 14.63300(N)    086 45 17.50500(W) AD(       ) 3
 GC2263
 GC2263.Superseded values are not recommended for survey control.
 GC2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2263.See file dsdata.txt to determine how the superseded data were derived.
 GC2263
 GC2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2205599222(NAD 83)
 GC2263_MARKER: 63 = STACK
 GC2263
 GC2263  HISTORY     - Date     Condition        Report By
 GC2263  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2263  HISTORY     - 1959     GOOD             CGS
 GC2263
 GC2263                          STATION DESCRIPTION
 GC2263
 GC2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2263'STATION IS THE CENTER OF THE TOP OF A ROUND YELLOW BRICK STACK, ABOUT
 GC2263'300 FEET HIGH, LOCATED AT THE PLANT OF THE FERRO CORPORATION, IN
 GC2263'THE SOUTHEAST SECTION OF NASHVILLE, ABOUT 300 FEET SOUTH OF CULVERT
 GC2263'STREET AND 250 FEET NORTH OF THE LOUISVILLE AND NASHVILLE
 GC2263'RAILROAD TRACKS. THE TOP 1/3 SECTION OF THE STACK IS PAINTED BLACK.
 GC2263
 GC2263                          STATION RECOVERY (1959)
 GC2263
 GC2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2263'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2264 ***********************************************************************
 GC2264  DESIGNATION -  NASHVILLE FIRST BAP CH SPIRE
 GC2264  PID         -  GC2264
 GC2264  STATE/COUNTY-  TN/DAVIDSON
 GC2264  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2264
 GC2264                         *CURRENT SURVEY CONTROL
 GC2264  ___________________________________________________________________
 GC2264* NAD 83(1995)-  36 09 33.30294(N)    086 46 50.67384(W)     ADJUSTED  
 GC2264* NAVD 88     -                                                        
 GC2264  ___________________________________________________________________
 GC2264  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GC2264  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2264
 GC2264  HORZ ORDER  -  THIRD
 GC2264
 GC2264.The horizontal coordinates were established by classical geodetic methods
 GC2264.and adjusted by the National Geodetic Survey in April 1999..
 GC2264
 GC2264
 GC2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2264
 GC2264.The geoid height was determined by GEOID03.
 GC2264
 GC2264;                    North         East     Units Scale Factor Converg.
 GC2264;SPC TN       -   202,865.456   529,750.400   MT  0.99996446   -0 27 25.5
 GC2264;SPC TN       -   665,567.75  1,738,022.77   sFT  0.99996446   -0 27 25.5
 GC2264;UTM  16      - 4,001,634.196   519,721.344   MT  0.99960479   +0 07 45.7
 GC2264
 GC2264                          SUPERSEDED SURVEY CONTROL
 GC2264
 GC2264  NAD 83(1995)-  36 09 33.30496(N)    086 46 50.67581(W) AD(       ) 4
 GC2264  NAD 83(1995)-  36 09 33.30702(N)    086 46 50.67583(W) AD(       ) 4
 GC2264  NAD 83(1986)-  36 09 33.31323(N)    086 46 50.67696(W) AD(       ) 4
 GC2264  NAD 27      -  36 09 33.10900(N)    086 46 50.68300(W) AD(       ) 3
 GC2264
 GC2264.Superseded values are not recommended for survey control.
 GC2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2264.See file dsdata.txt to determine how the superseded data were derived.
 GC2264
 GC2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1972101634(NAD 83)
 GC2264_MARKER: 90 = CHURCH SPIRE
 GC2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2264+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GC2264
 GC2264  HISTORY     - Date     Condition        Report By
 GC2264  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2264  HISTORY     - 1949     GOOD             AMS
 GC2264  HISTORY     - 1953     GOOD             CGS
 GC2264  HISTORY     - 20060404 GOOD             GEOCAC
 GC2264
 GC2264                          STATION DESCRIPTION
 GC2264
 GC2264'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2264'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2264
 GC2264                          STATION RECOVERY (1953)
 GC2264
 GC2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2264'STATION WAS RECOVERED IN GOOD CONDITION, AN ORIGINAL DESCRIPTION
 GC2264'FOLLOWS-
 GC2264'
 GC2264'STATION IS THE BASE OF A LIGHTNING ROD ATOP THE SPIRE OF THE FIRST
 GC2264'BAPTIST CHURCH. THE CHURCH IS LOCATED AT THE SOUTHEAST
 GC2264'CORNER OF THE INTERSECTION OF BROADWAY AND 7TH AVENUE SOUTH NEAR THE
 GC2264'CENTER OF NASHVILLE. IT IS A RED BRICK STRUCTURE WITH A TALL
 GC2264'COPPER COVERED SPIRE ATOP, THERE IS A LARGE METAL BALL NEAR THE TOP
 GC2264'OF THE SPIRE. THE HEIGHT OF THE STRUCTURE IS ABOUT 125 FEET.
 GC2264
 GC2264                          STATION RECOVERY (2006)
 GC2264
 GC2264'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2265 ***********************************************************************
 GC2265  DESIGNATION -  NASHVILLE FISK UNIV CUPOLA
 GC2265  PID         -  GC2265
 GC2265  STATE/COUNTY-  TN/DAVIDSON
 GC2265  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2265
 GC2265                         *CURRENT SURVEY CONTROL
 GC2265  ___________________________________________________________________
 GC2265* NAD 83(1995)-  36 10 08.14995(N)    086 48 17.42836(W)     ADJUSTED  
 GC2265* NAVD 88     -                                                        
 GC2265  ___________________________________________________________________
 GC2265  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GC2265  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2265
 GC2265  HORZ ORDER  -  THIRD
 GC2265
 GC2265.The horizontal coordinates were established by classical geodetic methods
 GC2265.and adjusted by the National Geodetic Survey in April 1999..
 GC2265
 GC2265
 GC2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2265
 GC2265.The geoid height was determined by GEOID03.
 GC2265
 GC2265;                    North         East     Units Scale Factor Converg.
 GC2265;SPC TN       -   203,957.029   527,590.950   MT  0.99996543   -0 28 16.3
 GC2265;SPC TN       -   669,149.02  1,730,937.98   sFT  0.99996543   -0 28 16.3
 GC2265;UTM  16      - 4,002,703.225   517,551.618   MT  0.99960380   +0 06 54.6
 GC2265
 GC2265                          SUPERSEDED SURVEY CONTROL
 GC2265
 GC2265  NAD 83(1995)-  36 10 08.15198(N)    086 48 17.43027(W) AD(       ) 4
 GC2265  NAD 83(1995)-  36 10 08.15399(N)    086 48 17.43055(W) AD(       ) 4
 GC2265  NAD 83(1986)-  36 10 08.16023(N)    086 48 17.43146(W) AD(       ) 4
 GC2265  NAD 27      -  36 10 07.95600(N)    086 48 17.43200(W) AD(       ) 3
 GC2265
 GC2265.Superseded values are not recommended for survey control.
 GC2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2265.See file dsdata.txt to determine how the superseded data were derived.
 GC2265
 GC2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1755202703(NAD 83)
 GC2265_MARKER: 86 = CUPOLA
 GC2265
 GC2265  HISTORY     - Date     Condition        Report By
 GC2265  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2265
 GC2265                          STATION DESCRIPTION
 GC2265
 GC2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2265'THE STATION IS LOCATED ON THE TOP OF THE JUBILLE HALL AT THE FISK
 GC2265'UNIVERSITY WHICH IS LOCATED ABOUT 1-1/4 MILES WEST OF THE CENTER OF
 GC2265'NASHVILLE.  THE POINT OF INTERSECTION WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2266 ***********************************************************************
 GC2266  DESIGNATION -  NASHVILLE FISK UNIV MEM CHAPEL
 GC2266  PID         -  GC2266
 GC2266  STATE/COUNTY-  TN/DAVIDSON
 GC2266  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2266
 GC2266                         *CURRENT SURVEY CONTROL
 GC2266  ___________________________________________________________________
 GC2266* NAD 83(1995)-  36 10 03.79234(N)    086 48 13.84466(W)     ADJUSTED  
 GC2266* NAVD 88     -                                                        
 GC2266  ___________________________________________________________________
 GC2266  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GC2266  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2266
 GC2266  HORZ ORDER  -  THIRD
 GC2266
 GC2266.The horizontal coordinates were established by classical geodetic methods
 GC2266.and adjusted by the National Geodetic Survey in April 1999..
 GC2266
 GC2266
 GC2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2266
 GC2266.The geoid height was determined by GEOID03.
 GC2266
 GC2266;                    North         East     Units Scale Factor Converg.
 GC2266;SPC TN       -   203,821.988   527,679.405   MT  0.99996531   -0 28 14.2
 GC2266;SPC TN       -   668,705.97  1,731,228.18   sFT  0.99996531   -0 28 14.2
 GC2266;UTM  16      - 4,002,569.146   517,641.418   MT  0.99960383   +0 06 56.7
 GC2266
 GC2266                          SUPERSEDED SURVEY CONTROL
 GC2266
 GC2266  NAD 83(1995)-  36 10 03.79437(N)    086 48 13.84659(W) AD(       ) 4
 GC2266  NAD 83(1995)-  36 10 03.79638(N)    086 48 13.84683(W) AD(       ) 4
 GC2266  NAD 83(1986)-  36 10 03.80260(N)    086 48 13.84773(W) AD(       ) 4
 GC2266  NAD 27      -  36 10 03.59800(N)    086 48 13.84700(W) AD(       ) 3
 GC2266
 GC2266.Superseded values are not recommended for survey control.
 GC2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2266.See file dsdata.txt to determine how the superseded data were derived.
 GC2266
 GC2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1764102569(NAD 83)
 GC2266_MARKER: 91 = CHURCH CROSS
 GC2266
 GC2266  HISTORY     - Date     Condition        Report By
 GC2266  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2266
 GC2266                          STATION DESCRIPTION
 GC2266
 GC2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2266'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF DOWNTOWN NASHVILLE ON
 GC2266'TOP OF THE MEMORIAL CHAPEL BUILDING AT THE INTERSECTION OF
 GC2266'PHILLIPS STREET AND 17 AVE N.  THE ROOF ON THE BUILDING IS RED AND
 GC2266'THE OVERALL HEIGHT OF THE CROSS IS ABOUT 110 FEET.  THE CENTER OF
 GC2266'THE CROSS WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2289 ***********************************************************************
 GC2289  DESIGNATION -  NASHVILLE HERBERT RAD TWR 1959
 GC2289  PID         -  GC2289
 GC2289  STATE/COUNTY-  TN/DAVIDSON
 GC2289  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2289
 GC2289                         *CURRENT SURVEY CONTROL
 GC2289  ___________________________________________________________________
 GC2289* NAD 83(1995)-  36 09 17.68732(N)    086 49 28.17696(W)     ADJUSTED  
 GC2289* NAVD 88     -                                                        
 GC2289  ___________________________________________________________________
 GC2289  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GC2289  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2289
 GC2289  HORZ ORDER  -  THIRD
 GC2289
 GC2289.The horizontal coordinates were established by classical geodetic methods
 GC2289.and adjusted by the National Geodetic Survey in April 1999..
 GC2289
 GC2289
 GC2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2289
 GC2289.The geoid height was determined by GEOID03.
 GC2289
 GC2289;                    North         East     Units Scale Factor Converg.
 GC2289;SPC TN       -   202,416.458   525,809.825   MT  0.99996403   -0 28 57.7
 GC2289;SPC TN       -   664,094.66  1,725,094.40   sFT  0.99996403   -0 28 57.7
 GC2289;UTM  16      - 4,001,145.073   515,786.988   MT  0.99960307   +0 06 12.8
 GC2289
 GC2289                          SUPERSEDED SURVEY CONTROL
 GC2289
 GC2289  NAD 83(1995)-  36 09 17.68938(N)    086 49 28.17886(W) AD(       ) 4
 GC2289  NAD 83(1995)-  36 09 17.69128(N)    086 49 28.17917(W) AD(       ) 4
 GC2289  NAD 83(1986)-  36 09 17.69755(N)    086 49 28.18009(W) AD(       ) 4
 GC2289  NAD 27      -  36 09 17.49100(N)    086 49 28.17800(W) AD(       ) 3
 GC2289
 GC2289.Superseded values are not recommended for survey control.
 GC2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2289.See file dsdata.txt to determine how the superseded data were derived.
 GC2289
 GC2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1578701145(NAD 83)
 GC2289_MARKER: 43 = RADIO/TV TOWER
 GC2289
 GC2289  HISTORY     - Date     Condition        Report By
 GC2289  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2289
 GC2289                          STATION DESCRIPTION
 GC2289
 GC2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2289'STATION IS THE CENTER OF THE BASE OF THE T. L. HERBERT RADIO
 GC2289'TRANSMISSION TOWER. IT IS LOCATED ON THE SUMMIT OF A PROMINENT
 GC2289'KNOLL ABOUT 2-1/2 MILES WEST OF THE CENTER OF NASHVILLE, ABOUT 0.15
 GC2289'MILE NORTH OF CHARLOTTE ROAD AND JUST WEST OF 33RD. STREET WHERE
 GC2289'IT COMES TO A DEAD END.
 GC2289'
 GC2289'IT IS A 4-LEGGED STEEL STUCTURE PAINTED ALTERNATELY RED AND WHITE AND
 GC2289'HAS AN OVER-ALL HEIGHT OF 145.0 FEET. A TRAVERSE CONNECTION WAS
 GC2289'MADE TO TRAVERSE STATION HERBERT, DISTANCE BEING 16.09 FEET, 4.906
 GC2289'METERS EAST-SOUTHEAST OF HERBERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2267 ***********************************************************************
 GC2267  DESIGNATION -  NASHVILLE L AND N RR STA BALL
 GC2267  PID         -  GC2267
 GC2267  STATE/COUNTY-  TN/DAVIDSON
 GC2267  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2267
 GC2267                         *CURRENT SURVEY CONTROL
 GC2267  ___________________________________________________________________
 GC2267* NAD 83(1995)-  36 09 26.56271(N)    086 47 05.68477(W)     ADJUSTED  
 GC2267* NAVD 88     -                                                        
 GC2267  ___________________________________________________________________
 GC2267  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GC2267  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2267
 GC2267  HORZ ORDER  -  THIRD
 GC2267
 GC2267.The horizontal coordinates were established by classical geodetic methods
 GC2267.and adjusted by the National Geodetic Survey in April 1999..
 GC2267
 GC2267
 GC2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2267
 GC2267.The geoid height was determined by GEOID03.
 GC2267
 GC2267;                    North         East     Units Scale Factor Converg.
 GC2267;SPC TN       -   202,660.718   529,373.561   MT  0.99996427   -0 27 34.3
 GC2267;SPC TN       -   664,896.04  1,736,786.42   sFT  0.99996427   -0 27 34.3
 GC2267;UTM  16      - 4,001,425.688   519,346.755   MT  0.99960461   +0 07 36.9
 GC2267
 GC2267                          SUPERSEDED SURVEY CONTROL
 GC2267
 GC2267  NAD 83(1995)-  36 09 26.56473(N)    086 47 05.68675(W) AD(       ) 4
 GC2267  NAD 83(1995)-  36 09 26.56677(N)    086 47 05.68679(W) AD(       ) 4
 GC2267  NAD 83(1986)-  36 09 26.57297(N)    086 47 05.68790(W) AD(       ) 4
 GC2267  NAD 27      -  36 09 26.36700(N)    086 47 05.69200(W) AD(       ) 3
 GC2267
 GC2267.Superseded values are not recommended for survey control.
 GC2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2267.See file dsdata.txt to determine how the superseded data were derived.
 GC2267
 GC2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1934701426(NAD 83)
 GC2267_MARKER: 55 = TOWER
 GC2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2267+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GC2267
 GC2267  HISTORY     - Date     Condition        Report By
 GC2267  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2267  HISTORY     - 1949     GOOD             AMS
 GC2267  HISTORY     - 1953     GOOD             CGS
 GC2267  HISTORY     - 20060404 GOOD             GEOCAC
 GC2267
 GC2267                          STATION DESCRIPTION
 GC2267
 GC2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 GC2267'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE UNION DEPOT
 GC2267'TOWER, LOCATED AT THE SOUTHWEST CORNER OF 10TH AVENUE AND
 GC2267'BROADWAY IN NASHVILLE. THE TOWER IS A LIMESTONE STRUCTURE, ABOUT 25
 GC2267'FEET SQUARE, WHICH RISES ABOUT 75 FEET ABOVE THE MAIN DEPOT
 GC2267'BUILDING. IT HAS A SMALL ROUND WINDOW ON EACH OF THE FOUR SIDES OF
 GC2267'THE TOWER ABOUT 25 FEET BELOW THE TOP.
 GC2267
 GC2267                          STATION RECOVERY (1949)
 GC2267
 GC2267'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2267'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2267
 GC2267                          STATION RECOVERY (1953)
 GC2267
 GC2267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2267'STATION WAS RECOVERED WITH THE FOLLOWING CHANGES. IT IS NOW THE UNION
 GC2267'DEPOT, THE STATUE (WINGED MERCURY) WAS BLOWN DOWN ABOUT 2 YEARS AGO,
 GC2267'BUT THE METAL BALL WHICH SUPPORTED THE STATUE IS STILL INTACT. IT IS
 GC2267'NOW CALLED UNION DEPOT, TOWER.
 GC2267
 GC2267                          STATION RECOVERY (2006)
 GC2267
 GC2267'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2238 ***********************************************************************
 GC2238  DESIGNATION -  NASHVILLE MAIN PUMPING STA STK
 GC2238  PID         -  GC2238
 GC2238  STATE/COUNTY-  TN/DAVIDSON
 GC2238  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2238
 GC2238                         *CURRENT SURVEY CONTROL
 GC2238  ___________________________________________________________________
 GC2238* NAD 83(1995)-  36 09 44.24266(N)    086 43 29.71422(W)     ADJUSTED  
 GC2238* NAVD 88     -                                                        
 GC2238  ___________________________________________________________________
 GC2238  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 GC2238  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2238
 GC2238  HORZ ORDER  -  THIRD
 GC2238
 GC2238.The horizontal coordinates were established by classical geodetic methods
 GC2238.and adjusted by the National Geodetic Survey in April 1999..
 GC2238
 GC2238
 GC2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2238
 GC2238.The geoid height was determined by GEOID03.
 GC2238
 GC2238;                    North         East     Units Scale Factor Converg.
 GC2238;SPC TN       -   203,163.990   534,775.560   MT  0.99996476   -0 25 27.8
 GC2238;SPC TN       -   666,547.19  1,754,509.48   sFT  0.99996476   -0 25 27.8
 GC2238;UTM  16      - 4,001,984.035   524,741.384   MT  0.99960754   +0 09 44.3
 GC2238
 GC2238                          SUPERSEDED SURVEY CONTROL
 GC2238
 GC2238  NAD 83(1995)-  36 09 44.24467(N)    086 43 29.71655(W) AD(       ) 4
 GC2238  NAD 83(1995)-  36 09 44.24702(N)    086 43 29.71600(W) AD(       ) 4
 GC2238  NAD 83(1986)-  36 09 44.25291(N)    086 43 29.71721(W) AD(       ) 4
 GC2238  NAD 27      -  36 09 44.05000(N)    086 43 29.72400(W) AD(       ) 3
 GC2238
 GC2238.Superseded values are not recommended for survey control.
 GC2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2238.See file dsdata.txt to determine how the superseded data were derived.
 GC2238
 GC2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2474101984(NAD 83)
 GC2238_MARKER: 63 = STACK
 GC2238
 GC2238  HISTORY     - Date     Condition        Report By
 GC2238  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2238
 GC2238                          STATION DESCRIPTION
 GC2238
 GC2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2238'STATION IS THE CENTER OF THE TOP OF A ROUND, RED BRICK STACK, LOCATED
 GC2238'ABOUT 4 MILES EAST OF THE CENTER OF NASHVILLE ON THE GROUNDS OF THE
 GC2238'GEORGE REYER PUMPING STATION WHICH IS THE MAIN WATER PUMPING STATION
 GC2238'FOR THE MUNICIPAL WATER WORKS.  IT IS ON THE SOUTH BANK OF THE
 GC2238'CUMBERLAND RIVER ALONG PUMPING STATION ROAD AND ABOUT 0.1 MILE WEST
 GC2238'OF THE L AND N RAILROAD TRACKS.  THE STACK IS ABOUT 140 FEET
 GC2238'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2268 ***********************************************************************
 GC2268  DESIGNATION -  NASHVILLE NHA CHEATAM PL STK
 GC2268  PID         -  GC2268
 GC2268  STATE/COUNTY-  TN/DAVIDSON
 GC2268  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2268
 GC2268                         *CURRENT SURVEY CONTROL
 GC2268  ___________________________________________________________________
 GC2268* NAD 83(1995)-  36 10 39.66463(N)    086 47 41.60697(W)     ADJUSTED  
 GC2268* NAVD 88     -                                                        
 GC2268  ___________________________________________________________________
 GC2268  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GC2268  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GC2268
 GC2268  HORZ ORDER  -  THIRD
 GC2268
 GC2268.The horizontal coordinates were established by classical geodetic methods
 GC2268.and adjusted by the National Geodetic Survey in April 1999..
 GC2268
 GC2268
 GC2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2268
 GC2268.The geoid height was determined by GEOID03.
 GC2268
 GC2268;                    North         East     Units Scale Factor Converg.
 GC2268;SPC TN       -   204,921.019   528,494.025   MT  0.99996633   -0 27 55.3
 GC2268;SPC TN       -   672,311.71  1,733,900.81   sFT  0.99996633   -0 27 55.3
 GC2268;UTM  16      - 4,003,676.055   518,444.457   MT  0.99960419   +0 07 15.9
 GC2268
 GC2268                          SUPERSEDED SURVEY CONTROL
 GC2268
 GC2268  NAD 83(1995)-  36 10 39.66663(N)    086 47 41.60889(W) AD(       ) 4
 GC2268  NAD 83(1995)-  36 10 39.66874(N)    086 47 41.60917(W) AD(       ) 4
 GC2268  NAD 83(1986)-  36 10 39.67491(N)    086 47 41.61009(W) AD(       ) 4
 GC2268  NAD 27      -  36 10 39.47100(N)    086 47 41.61300(W) AD(       ) 3
 GC2268
 GC2268.Superseded values are not recommended for survey control.
 GC2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2268.See file dsdata.txt to determine how the superseded data were derived.
 GC2268
 GC2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1844403676(NAD 83)
 GC2268_MARKER: 63 = STACK
 GC2268
 GC2268  HISTORY     - Date     Condition        Report By
 GC2268  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2268
 GC2268                          STATION DESCRIPTION
 GC2268
 GC2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2268'THE STATION IS LOCATED ABOUT 1-1/4 MILES NW OF THE DOWNTOWN SECTION
 GC2268'OF NASHVILLE AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 GC2268'8TH AVE. NORTH AND CHEATAM PLACE.  IT IS A ROUND RED BRICK STACK AND
 GC2268'IS 130 FEET IN HEIGHT.  THE POINT OF INTERSECTION WAS THE TOP AND
 GC2268'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2269 ***********************************************************************
 GC2269  DESIGNATION -  NASHVILLE OLD PO BLDG CLOCKTWR
 GC2269  PID         -  GC2269
 GC2269  STATE/COUNTY-  TN/DAVIDSON
 GC2269  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2269
 GC2269                         *CURRENT SURVEY CONTROL
 GC2269  ___________________________________________________________________
 GC2269* NAD 83(1995)-  36 09 32.17628(N)    086 46 53.12143(W)     ADJUSTED  
 GC2269* NAVD 88     -                                                        
 GC2269  ___________________________________________________________________
 GC2269  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GC2269  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2269
 GC2269  HORZ ORDER  -  THIRD
 GC2269
 GC2269.The horizontal coordinates were established by classical geodetic methods
 GC2269.and adjusted by the National Geodetic Survey in April 1999..
 GC2269
 GC2269
 GC2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2269
 GC2269.The geoid height was determined by GEOID03.
 GC2269
 GC2269;                    North         East     Units Scale Factor Converg.
 GC2269;SPC TN       -   202,831.220   529,688.950   MT  0.99996443   -0 27 26.9
 GC2269;SPC TN       -   665,455.43  1,737,821.16   sFT  0.99996443   -0 27 26.9
 GC2269;UTM  16      - 4,001,599.345   519,660.269   MT  0.99960476   +0 07 44.3
 GC2269
 GC2269                          SUPERSEDED SURVEY CONTROL
 GC2269
 GC2269  NAD 83(1995)-  36 09 32.17831(N)    086 46 53.12340(W) AD(       ) 4
 GC2269  NAD 83(1995)-  36 09 32.18037(N)    086 46 53.12343(W) AD(       ) 4
 GC2269  NAD 83(1986)-  36 09 32.18653(N)    086 46 53.12454(W) AD(       ) 4
 GC2269  NAD 27      -  36 09 31.98300(N)    086 46 53.13000(W) AD(       ) 3
 GC2269
 GC2269.Superseded values are not recommended for survey control.
 GC2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2269.See file dsdata.txt to determine how the superseded data were derived.
 GC2269
 GC2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1966001599(NAD 83)
 GC2269_MARKER: 55 = TOWER
 GC2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2269+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GC2269
 GC2269  HISTORY     - Date     Condition        Report By
 GC2269  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2269  HISTORY     - 1949     GOOD             AMS
 GC2269  HISTORY     - 1953     GOOD             CGS
 GC2269  HISTORY     - 20060404 GOOD             GEOCAC
 GC2269
 GC2269                          STATION DESCRIPTION
 GC2269
 GC2269'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2269'NO PREVIOUS DESCRIPTION
 GC2269'
 GC2269'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2269
 GC2269                          STATION RECOVERY (1953)
 GC2269
 GC2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2269'STATION WAS RECOVERED IN GOOD CONDITION, AN ORIGINAL DESCRIPTION
 GC2269'FOLLOWS-
 GC2269'
 GC2269'STATION IS THE FINIAL OF THE CLOCK TOWER ATOP THE OLD POST OFFICE
 GC2269'BUILDING WHICH IS LOCATED ON THE SOUTH SIDE OF BROADWAY
 GC2269'BETWEEN 7TH. AND 8TH. AVENUES SOUTH, NEAR THE CENTER OF NASHVILLE. IT
 GC2269'IS A LIMESTONE STRUCTURE WITH A SQUARE LIMESTONE CLOCK TOWER ATOP,
 GC2269'THE TOWER EXTENDS ABOUT 75 FEET ABOVE THE MAIN BUILDING THEN SLOPES
 GC2269'RATHER SHARPLY TO AN APEX AT ABOUT A 45 DEGREE ANGLE. THERE IS AN
 GC2269'ORNATE STRUCTURE AT THE TOP OF THE TOWER.
 GC2269'
 GC2269'THE NAME OF THE STATION WAS CHANGED TO NASHVILLE, OLD POST OFFICE
 GC2269'BLDG. CLOCK TOWER.
 GC2269
 GC2269                          STATION RECOVERY (2006)
 GC2269
 GC2269'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2239 ***********************************************************************
 GC2239  DESIGNATION -  NASHVILLE RAD WSIX AM MID MAST
 GC2239  PID         -  GC2239
 GC2239  STATE/COUNTY-  TN/DAVIDSON
 GC2239  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2239
 GC2239                         *CURRENT SURVEY CONTROL
 GC2239  ___________________________________________________________________
 GC2239* NAD 83(1995)-  36 12 56.23380(N)    086 41 44.73136(W)     ADJUSTED  
 GC2239* NAVD 88     -                                                        
 GC2239  ___________________________________________________________________
 GC2239  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GC2239  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2239
 GC2239  HORZ ORDER  -  THIRD
 GC2239
 GC2239.The horizontal coordinates were established by classical geodetic methods
 GC2239.and adjusted by the National Geodetic Survey in April 1999..
 GC2239
 GC2239
 GC2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2239
 GC2239.The geoid height was determined by GEOID03.
 GC2239
 GC2239;                    North         East     Units Scale Factor Converg.
 GC2239;SPC TN       -   209,062.332   537,441.414   MT  0.99997051   -0 24 26.4
 GC2239;SPC TN       -   685,898.67  1,763,255.71   sFT  0.99997051   -0 24 26.4
 GC2239;UTM  16      - 4,007,907.246   527,345.745   MT  0.99960921   +0 10 47.1
 GC2239
 GC2239                          SUPERSEDED SURVEY CONTROL
 GC2239
 GC2239  NAD 83(1995)-  36 12 56.23560(N)    086 41 44.73374(W) AD(       ) 4
 GC2239  NAD 83(1995)-  36 12 56.23853(N)    086 41 44.73351(W) AD(       ) 4
 GC2239  NAD 83(1986)-  36 12 56.24437(N)    086 41 44.73471(W) AD(       ) 4
 GC2239  NAD 27      -  36 12 56.04300(N)    086 41 44.73900(W) AD(       ) 3
 GC2239
 GC2239.Superseded values are not recommended for survey control.
 GC2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2239.See file dsdata.txt to determine how the superseded data were derived.
 GC2239
 GC2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2734607907(NAD 83)
 GC2239_MARKER: 42 = RADIO/TV MAST
 GC2239
 GC2239  HISTORY     - Date     Condition        Report By
 GC2239  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2239
 GC2239                          STATION DESCRIPTION
 GC2239
 GC2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2239'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF A SELF
 GC2239'SUPPORTING GUYED ANTENNA AND IS THE MIDDLE MAST OF THREE, LOCATED
 GC2239'ABOUT 7 MILES NORTHEAST OF THE CENTER OF NASHVILLE AT 2626 MC GAVOCK
 GC2239'PIKE. THE MAST IS PAINTED IN ALTERNATE RED AND WHITE
 GC2239'SECTIONS, IS 265 FEET IN HEIGHT AND IS 5 FEET ABOVE SEA LEVEL HIGHER
 GC2239'THAN THE NORTH AND SOUTH MASTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1491 ***********************************************************************
 FD1491  DESIGNATION -  NASHVILLE RADIO STA WSM MAST
 FD1491  PID         -  FD1491
 FD1491  STATE/COUNTY-  TN/WILLIAMSON
 FD1491  USGS QUAD   -  FRANKLIN (1981)
 FD1491
 FD1491                         *CURRENT SURVEY CONTROL
 FD1491  ___________________________________________________________________
 FD1491* NAD 83(1995)-  35 59 53.37153(N)    086 47 27.03242(W)     ADJUSTED  
 FD1491* NAVD 88     -                                                        
 FD1491  ___________________________________________________________________
 FD1491  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FD1491  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 FD1491
 FD1491  HORZ ORDER  -  THIRD
 FD1491
 FD1491.The horizontal coordinates were established by classical geodetic methods
 FD1491.and adjusted by the National Geodetic Survey in April 1999..
 FD1491
 FD1491
 FD1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1491
 FD1491.The geoid height was determined by GEOID03.
 FD1491
 FD1491;                    North         East     Units Scale Factor Converg.
 FD1491;SPC TN       -   184,999.241   528,697.245   MT  0.99995249   -0 27 46.8
 FD1491;SPC TN       -   606,951.68  1,734,567.54   sFT  0.99995249   -0 27 46.8
 FD1491;UTM  16      - 3,983,764.457   518,851.334   MT  0.99960438   +0 07 22.6
 FD1491
 FD1491                          SUPERSEDED SURVEY CONTROL
 FD1491
 FD1491  NAD 83(1995)-  35 59 53.37470(N)    086 47 27.03349(W) AD(       ) 4
 FD1491  NAD 83(1986)-  35 59 53.38221(N)    086 47 27.03516(W) AD(       ) 4
 FD1491  NAD 27      -  35 59 53.15400(N)    086 47 27.03400(W) AD(       ) 3
 FD1491
 FD1491.Superseded values are not recommended for survey control.
 FD1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1491.See file dsdata.txt to determine how the superseded data were derived.
 FD1491
 FD1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1885183764(NAD 83)
 FD1491_MARKER: 42 = RADIO/TV MAST
 FD1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1491+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2006
 FD1491
 FD1491  HISTORY     - Date     Condition        Report By
 FD1491  HISTORY     - 1934     FIRST OBSERVED   CGS
 FD1491  HISTORY     - 1953     GOOD             CGS
 FD1491  HISTORY     - 1958     GOOD             CGS
 FD1491  HISTORY     - 1960     GOOD             CGS
 FD1491  HISTORY     - 20060326 GOOD             GEOCAC
 FD1491
 FD1491                          STATION DESCRIPTION
 FD1491
 FD1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 FD1491'STATION WAS RECOVERED IN GOOD CONDITION.  AN ORIGINAL DESCRIPTION
 FD1491'FOLLOWS-
 FD1491'
 FD1491'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF THE WSN
 FD1491'MAST LOCATED ABOUT 8
 FD1491'MILES SOUTH OF THE CENTER OF NASHVILLE AND 6 MILES
 FD1491'NORTH OF FRANKLIN AND ABOUT 0.75
 FD1491'MILE EAST OF U S HIGHWAY 31.  IT IS
 FD1491'A SQUARE SUPPORTING MAST, SMALL AT THE BOTTOM AND
 FD1491'TOP AND LARGE IN
 FD1491'THE MIDDLE.  IT IS PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND
 FD1491'IS 808 FEET HIGH.
 FD1491
 FD1491                          STATION RECOVERY (1958)
 FD1491
 FD1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 FD1491'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND TO BE IN
 FD1491'GOOD CONDITION.
 FD1491
 FD1491                          STATION RECOVERY (1960)
 FD1491
 FD1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 FD1491'THE STATION WAS RECOVERED AS DESCRIBED AND THE ORIGINAL DESCRIPTION
 FD1491'IS ADEQUATE.
 FD1491
 FD1491                          STATION RECOVERY (2006)
 FD1491
 FD1491'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 FD1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2272 ***********************************************************************
 GC2272  DESIGNATION -  NASHVILLE RADIO STA WKDA MAST
 GC2272  PID         -  GC2272
 GC2272  STATE/COUNTY-  TN/DAVIDSON
 GC2272  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2272
 GC2272                         *CURRENT SURVEY CONTROL
 GC2272  ___________________________________________________________________
 GC2272* NAD 83(1995)-  36 09 23.85807(N)    086 46 15.86010(W)     ADJUSTED  
 GC2272* NAVD 88     -                                                        
 GC2272  ___________________________________________________________________
 GC2272  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GC2272  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2272
 GC2272  HORZ ORDER  -  THIRD
 GC2272
 GC2272.The horizontal coordinates were established by classical geodetic methods
 GC2272.and adjusted by the National Geodetic Survey in April 1999..
 GC2272
 GC2272
 GC2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2272
 GC2272.The geoid height was determined by GEOID03.
 GC2272
 GC2272;                    North         East     Units Scale Factor Converg.
 GC2272;SPC TN       -   202,567.460   530,618.219   MT  0.99996420   -0 27 05.1
 GC2272;SPC TN       -   664,590.08  1,740,869.94   sFT  0.99996420   -0 27 05.1
 GC2272;UTM  16      - 4,001,345.202   520,591.854   MT  0.99960522   +0 08 06.2
 GC2272
 GC2272                          SUPERSEDED SURVEY CONTROL
 GC2272
 GC2272  NAD 83(1995)-  36 09 23.86011(N)    086 46 15.86213(W) AD(       ) 4
 GC2272  NAD 83(1995)-  36 09 23.86218(N)    086 46 15.86209(W) AD(       ) 4
 GC2272  NAD 83(1986)-  36 09 23.86829(N)    086 46 15.86318(W) AD(       ) 4
 GC2272  NAD 27      -  36 09 23.66300(N)    086 46 15.86800(W) AD(       ) 3
 GC2272
 GC2272.Superseded values are not recommended for survey control.
 GC2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2272.See file dsdata.txt to determine how the superseded data were derived.
 GC2272
 GC2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2059201345(NAD 83)
 GC2272_MARKER: 42 = RADIO/TV MAST
 GC2272
 GC2272  HISTORY     - Date     Condition        Report By
 GC2272  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2272  HISTORY     - 1959     GOOD             CGS
 GC2272
 GC2272                          STATION DESCRIPTION
 GC2272
 GC2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2272'STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE WKDA MAST OWNED
 GC2272'AND OPERATED BY THE CAPITOL BROADCASTING COMPANY, LOCATED AT THE
 GC2272'SOUTHEAST CORNER OF 2D AVENUE SOUTH AND PEABODY AVENUE NEAR THE
 GC2272'CENTER OF NASHVILLE. IT IS A SELF SUPPORTING GUYED MAST, 344
 GC2272'FEET HIGH AND IS PAINTED IN ALTERNATE RED AND WHITE SECTIONS.
 GC2272
 GC2272                          STATION RECOVERY (1959)
 GC2272
 GC2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2272'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2273 ***********************************************************************
 GC2273  DESIGNATION -  NASHVILLE RADIO STA WNAH MAST
 GC2273  PID         -  GC2273
 GC2273  STATE/COUNTY-  TN/DAVIDSON
 GC2273  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2273
 GC2273                         *CURRENT SURVEY CONTROL
 GC2273  ___________________________________________________________________
 GC2273* NAD 83(1995)-  36 11 31.64940(N)    086 46 28.82980(W)     ADJUSTED  
 GC2273* NAVD 88     -                                                        
 GC2273  ___________________________________________________________________
 GC2273  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 GC2273  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 GC2273
 GC2273  HORZ ORDER  -  THIRD
 GC2273
 GC2273.The horizontal coordinates were established by classical geodetic methods
 GC2273.and adjusted by the National Geodetic Survey in April 1999..
 GC2273
 GC2273
 GC2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2273
 GC2273.The geoid height was determined by GEOID03.
 GC2273
 GC2273;                    North         East     Units Scale Factor Converg.
 GC2273;SPC TN       -   206,508.655   530,325.229   MT  0.99996787   -0 27 12.7
 GC2273;SPC TN       -   677,520.48  1,739,908.69   sFT  0.99996787   -0 27 12.7
 GC2273;UTM  16      - 4,005,281.770   520,258.655   MT  0.99960506   +0 07 59.0
 GC2273
 GC2273                          SUPERSEDED SURVEY CONTROL
 GC2273
 GC2273  NAD 83(1995)-  36 11 31.65131(N)    086 46 28.83177(W) AD(       ) 4
 GC2273  NAD 83(1995)-  36 11 31.65364(N)    086 46 28.83199(W) AD(       ) 4
 GC2273  NAD 83(1986)-  36 11 31.65964(N)    086 46 28.83292(W) AD(       ) 4
 GC2273  NAD 27      -  36 11 31.45900(N)    086 46 28.83900(W) AD(       ) 3
 GC2273
 GC2273.Superseded values are not recommended for survey control.
 GC2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2273.See file dsdata.txt to determine how the superseded data were derived.
 GC2273
 GC2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2025905282(NAD 83)
 GC2273_MARKER: 42 = RADIO/TV MAST
 GC2273
 GC2273  HISTORY     - Date     Condition        Report By
 GC2273  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2273
 GC2273                          STATION DESCRIPTION
 GC2273
 GC2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2273'THE STATION IS LOCATED IN THE NORTHERN SECTION OF NASHVILLE ABOUT 2
 GC2273'MILES NORTH OF THE BUSINESS SECTION OF NASHVILLE AND 0.2 MILE
 GC2273'NORTH-NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAYS 431, 41, AND
 GC2273'31W.  IT IS A 3 LEGGED STEEL STRUCTURE PAINTED RED AND WHITE
 GC2273'IN COLOR IN ALTERNATING SECTIONS WITH A RED LIGHT MOUNTED ON THE TOP.
 GC2273'THE OVERALL HEIGHT IS 206 FEET.  THE POINT OF INTERSECTION WAS THE
 GC2273'CENTER OF THE LIGHT MOUNTED ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2274 ***********************************************************************
 GC2274  DESIGNATION -  NASHVILLE RADIO STA WSOK MAST
 GC2274  PID         -  GC2274
 GC2274  STATE/COUNTY-  TN/DAVIDSON
 GC2274  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2274
 GC2274                         *CURRENT SURVEY CONTROL
 GC2274  ___________________________________________________________________
 GC2274* NAD 83(1995)-  36 09 36.14192(N)    086 45 52.85765(W)     ADJUSTED  
 GC2274* NAVD 88     -                                                        
 GC2274  ___________________________________________________________________
 GC2274  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GC2274  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GC2274
 GC2274  HORZ ORDER  -  THIRD
 GC2274
 GC2274.The horizontal coordinates were established by classical geodetic methods
 GC2274.and adjusted by the National Geodetic Survey in April 1999..
 GC2274
 GC2274
 GC2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2274
 GC2274.The geoid height was determined by GEOID03.
 GC2274
 GC2274;                    North         East     Units Scale Factor Converg.
 GC2274;SPC TN       -   202,941.546   531,196.104   MT  0.99996454   -0 26 51.6
 GC2274;SPC TN       -   665,817.39  1,742,765.88   sFT  0.99996454   -0 26 51.6
 GC2274;UTM  16      - 4,001,725.048   521,165.674   MT  0.99960552   +0 08 19.9
 GC2274
 GC2274                          SUPERSEDED SURVEY CONTROL
 GC2274
 GC2274  NAD 83(1995)-  36 09 36.14394(N)    086 45 52.85964(W) AD(       ) 4
 GC2274  NAD 83(1995)-  36 09 36.14609(N)    086 45 52.85961(W) AD(       ) 4
 GC2274  NAD 83(1986)-  36 09 36.15220(N)    086 45 52.86084(W) AD(       ) 4
 GC2274  NAD 27      -  36 09 35.95000(N)    086 45 52.87000(W) AD(       ) 3
 GC2274
 GC2274.Superseded values are not recommended for survey control.
 GC2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2274.See file dsdata.txt to determine how the superseded data were derived.
 GC2274
 GC2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2116601725(NAD 83)
 GC2274_MARKER: 42 = RADIO/TV MAST
 GC2274
 GC2274  HISTORY     - Date     Condition        Report By
 GC2274  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2274
 GC2274                          STATION DESCRIPTION
 GC2274
 GC2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2274'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF A SELF
 GC2274'SUPPORTING GUYED ANTENNEA LOCATED ABOUT 1 MILE EAST OF THE CENTER OF
 GC2274'NASHVILLE AT THE SOUTH END OF THE INTERSECTION OF SECOND STREET AND
 GC2274'DAVIDSON STREET. THE MAST IS PAINTED IN ALTERNATE RED AND
 GC2274'WHITE SECTIONS AND IS 194 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2344 ***********************************************************************
 GC2344  DESIGNATION -  NASHVILLE RADIO STA WLAC MAST
 GC2344  PID         -  GC2344
 GC2344  STATE/COUNTY-  TN/DAVIDSON
 GC2344  USGS QUAD   -  WHITES CREEK (1994)
 GC2344
 GC2344                         *CURRENT SURVEY CONTROL
 GC2344  ___________________________________________________________________
 GC2344* NAD 83(1995)-  36 16 16.59002(N)    086 45 28.25375(W)     ADJUSTED  
 GC2344* NAVD 88     -                                                        
 GC2344  ___________________________________________________________________
 GC2344  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 GC2344  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GC2344
 GC2344  HORZ ORDER  -  THIRD
 GC2344
 GC2344.The horizontal coordinates were established by classical geodetic methods
 GC2344.and adjusted by the National Geodetic Survey in April 1999..
 GC2344
 GC2344
 GC2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2344
 GC2344.The geoid height was determined by GEOID03.
 GC2344
 GC2344;                    North         East     Units Scale Factor Converg.
 GC2344;SPC TN       -   215,279.065   531,906.608   MT  0.99997744   -0 26 37.2
 GC2344;SPC TN       -   706,294.73  1,745,096.93   sFT  0.99997744   -0 26 37.2
 GC2344;UTM  16      - 4,014,064.690   521,749.590   MT  0.99960583   +0 08 35.7
 GC2344
 GC2344                          SUPERSEDED SURVEY CONTROL
 GC2344
 GC2344  NAD 83(1995)-  36 16 16.59168(N)    086 45 28.25555(W) AD(       ) 4
 GC2344  NAD 83(1995)-  36 16 16.59469(N)    086 45 28.25620(W) AD(       ) 4
 GC2344  NAD 83(1986)-  36 16 16.60022(N)    086 45 28.25676(W) AD(       ) 4
 GC2344  NAD 27      -  36 16 16.40800(N)    086 45 28.26600(W) AD(       ) 3
 GC2344
 GC2344.Superseded values are not recommended for survey control.
 GC2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2344.See file dsdata.txt to determine how the superseded data were derived.
 GC2344
 GC2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2175014065(NAD 83)
 GC2344_MARKER: 42 = RADIO/TV MAST
 GC2344
 GC2344  HISTORY     - Date     Condition        Report By
 GC2344  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2344  HISTORY     - 1959     GOOD             CGS
 GC2344
 GC2344                          STATION DESCRIPTION
 GC2344
 GC2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2344'STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE TALLEST OF THREE
 GC2344'MASTS, LOCATED ABOUT 8 MILES NORTH OF NASHVILLE AND ABOUT 0.15
 GC2344'MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY 41 AND OLD HICKORY
 GC2344'BOULEVARD. IT IS SELF SUPPORTING GUYED MAST, 356 FEET AND PAINTED
 GC2344'IN ALTERNATE RED AND WHITE SECTIONS.
 GC2344
 GC2344                          STATION RECOVERY (1959)
 GC2344
 GC2344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2344'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2240 ***********************************************************************
 GC2240  DESIGNATION -  NASHVILLE RADIO WSIX AM N MAST
 GC2240  PID         -  GC2240
 GC2240  STATE/COUNTY-  TN/DAVIDSON
 GC2240  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2240
 GC2240                         *CURRENT SURVEY CONTROL
 GC2240  ___________________________________________________________________
 GC2240* NAD 83(1995)-  36 12 58.27602(N)    086 41 42.76651(W)     ADJUSTED  
 GC2240* NAVD 88     -                                                        
 GC2240  ___________________________________________________________________
 GC2240  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GC2240  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2240
 GC2240  HORZ ORDER  -  THIRD
 GC2240
 GC2240.The horizontal coordinates were established by classical geodetic methods
 GC2240.and adjusted by the National Geodetic Survey in April 1999..
 GC2240
 GC2240
 GC2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2240
 GC2240.The geoid height was determined by GEOID03.
 GC2240
 GC2240;                    North         East     Units Scale Factor Converg.
 GC2240;SPC TN       -   209,124.927   537,490.934   MT  0.99997058   -0 24 25.2
 GC2240;SPC TN       -   686,104.03  1,763,418.17   sFT  0.99997058   -0 24 25.2
 GC2240;UTM  16      - 4,007,970.322   527,394.604   MT  0.99960925   +0 10 48.3
 GC2240
 GC2240                          SUPERSEDED SURVEY CONTROL
 GC2240
 GC2240  NAD 83(1995)-  36 12 58.27782(N)    086 41 42.76889(W) AD(       ) 4
 GC2240  NAD 83(1995)-  36 12 58.28076(N)    086 41 42.76866(W) AD(       ) 4
 GC2240  NAD 83(1986)-  36 12 58.28660(N)    086 41 42.76985(W) AD(       ) 4
 GC2240  NAD 27      -  36 12 58.08700(N)    086 41 42.77600(W) AD(       ) 3
 GC2240
 GC2240.Superseded values are not recommended for survey control.
 GC2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2240.See file dsdata.txt to determine how the superseded data were derived.
 GC2240
 GC2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2739507970(NAD 83)
 GC2240_MARKER: 42 = RADIO/TV MAST
 GC2240
 GC2240  HISTORY     - Date     Condition        Report By
 GC2240  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2240
 GC2240                          STATION DESCRIPTION
 GC2240
 GC2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2240'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF A SELF
 GC2240'SUPPORTING GUYED ANTENNA AND IS THE MOST NORTHERLY OF THREE MASTS,
 GC2240'LOCATED ABOUT 7 MILES NORTHEAST OF THE CENTER OF NASHVILLE AT 2626 MC
 GC2240'GAVOCK PIKE. THE MAST IS PAINTED IN ALTERNATE RED AND WHITE
 GC2240'SECTIONS, IS 265 FEET IN HEIGHT AND IS THE SAME HEIGHT ABOVE SEA
 GC2240'LEVEL AS THE SOUTH MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2241 ***********************************************************************
 GC2241  DESIGNATION -  NASHVILLE RADIO WSIX AM S MAST
 GC2241  PID         -  GC2241
 GC2241  STATE/COUNTY-  TN/DAVIDSON
 GC2241  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2241
 GC2241                         *CURRENT SURVEY CONTROL
 GC2241  ___________________________________________________________________
 GC2241* NAD 83(1995)-  36 12 55.00272(N)    086 41 47.35163(W)     ADJUSTED  
 GC2241* NAVD 88     -                                                        
 GC2241  ___________________________________________________________________
 GC2241  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GC2241  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2241
 GC2241  HORZ ORDER  -  THIRD
 GC2241
 GC2241.The horizontal coordinates were established by classical geodetic methods
 GC2241.and adjusted by the National Geodetic Survey in April 1999..
 GC2241
 GC2241
 GC2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2241
 GC2241.The geoid height was determined by GEOID03.
 GC2241
 GC2241;                    North         East     Units Scale Factor Converg.
 GC2241;SPC TN       -   209,024.854   537,375.700   MT  0.99997047   -0 24 27.9
 GC2241;SPC TN       -   685,775.71  1,763,040.11   sFT  0.99997047   -0 24 27.9
 GC2241;UTM  16      - 4,007,869.110   527,280.443   MT  0.99960917   +0 10 45.6
 GC2241
 GC2241                          SUPERSEDED SURVEY CONTROL
 GC2241
 GC2241  NAD 83(1995)-  36 12 55.00453(N)    086 41 47.35400(W) AD(       ) 4
 GC2241  NAD 83(1995)-  36 12 55.00745(N)    086 41 47.35378(W) AD(       ) 4
 GC2241  NAD 83(1986)-  36 12 55.01331(N)    086 41 47.35497(W) AD(       ) 4
 GC2241  NAD 27      -  36 12 54.81400(N)    086 41 47.36200(W) AD(       ) 3
 GC2241
 GC2241.Superseded values are not recommended for survey control.
 GC2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2241.See file dsdata.txt to determine how the superseded data were derived.
 GC2241
 GC2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2728007869(NAD 83)
 GC2241_MARKER: 42 = RADIO/TV MAST
 GC2241
 GC2241  HISTORY     - Date     Condition        Report By
 GC2241  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2241
 GC2241                          STATION DESCRIPTION
 GC2241
 GC2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2241'STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE TOP OF A SELF
 GC2241'SUPPORTING GUYED ANTENNA AND IS THE MOST SOUTHERLY OF THREE MASTS,
 GC2241'LOCATED ABOUT 7 MILES NORTHEAST OF THE CENTER OF NASHVILLE AT 2626 MC
 GC2241'GAVOCK PIKE. THE MAST IS PAINTED IN ALTERNATE RED AND WHITE
 GC2241'SECTIONS, IS 265 FEET IN HEIGHT AND IS THE SAME HEIGHT ABOVE SEA
 GC2241'LEVEL AS THE NORTH MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2303 ***********************************************************************
 GC2303  DESIGNATION -  NASHVILLE RADIO WSIX FM MAST
 GC2303  PID         -  GC2303
 GC2303  STATE/COUNTY-  TN/DAVIDSON
 GC2303  USGS QUAD   -  OAK HILL (1968)
 GC2303
 GC2303                         *CURRENT SURVEY CONTROL
 GC2303  ___________________________________________________________________
 GC2303* NAD 83(1995)-  36 02 50.41308(N)    086 49 47.80055(W)     ADJUSTED  
 GC2303* NAVD 88     -                                                        
 GC2303  ___________________________________________________________________
 GC2303  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GC2303  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2303
 GC2303  HORZ ORDER  -  THIRD
 GC2303
 GC2303.The horizontal coordinates were established by classical geodetic methods
 GC2303.and adjusted by the National Geodetic Survey in April 1999..
 GC2303
 GC2303
 GC2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2303
 GC2303.The geoid height was determined by GEOID03.
 GC2303
 GC2303;                    North         East     Units Scale Factor Converg.
 GC2303;SPC TN       -   190,484.771   525,218.120   MT  0.99995530   -0 29 09.2
 GC2303;SPC TN       -   624,948.79  1,723,153.12   sFT  0.99995530   -0 29 09.2
 GC2303;UTM  16      - 3,989,212.212   515,317.531   MT  0.99960289   +0 06 00.3
 GC2303
 GC2303                          SUPERSEDED SURVEY CONTROL
 GC2303
 GC2303  NAD 83(1995)-  36 02 50.41544(N)    086 49 47.80229(W) AD(       ) 4
 GC2303  NAD 83(1995)-  36 02 50.41635(N)    086 49 47.80228(W) AD(       ) 4
 GC2303  NAD 83(1986)-  36 02 50.42344(N)    086 49 47.80417(W) AD(       ) 4
 GC2303  NAD 27      -  36 02 50.20500(N)    086 49 47.80200(W) AD(       ) 3
 GC2303
 GC2303.Superseded values are not recommended for survey control.
 GC2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2303.See file dsdata.txt to determine how the superseded data were derived.
 GC2303
 GC2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1531889212(NAD 83)
 GC2303_MARKER: 42 = RADIO/TV MAST
 GC2303
 GC2303  HISTORY     - Date     Condition        Report By
 GC2303  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2303
 GC2303                          STATION DESCRIPTION
 GC2303
 GC2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2303'STATION IS THE CENTER OF THE BASE OF THE RADIO STATION WSIX FM MAST,
 GC2303'LOCATED ABOUT 7 MILES SOUTH OF NASHVILLE. IT IS A 3 LEGGED STEEL
 GC2303'STRUCTURE SUPPORTING A SINGLE MAST ANTENNA AND IS ABOUT 292 FEET
 GC2303'HIGH.
 GC2303'
 GC2303'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MAYCHE 2.
 GC2303'THE DISTANCE IS 138.2 FEET, 42.12 METERS.
 GC2303'
 GC2303'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70S AND STATE
 GC2303'HIGHWAY 100, AT THE WEST SIDE OF THE BELLEMEADE SECTION OF
 GC2303'NASHVILLE, GO WEST ON HIGHWAY 100 FOR 3.15 MILES TO A PAVED ROAD LEFT
 GC2303'(OLD HICKORY BOULEVARD). TURN LEFT AND GO SOUTH FOR 2.7 MILES TO
 GC2303'THE JUNCTION OF STATE HIGHWAY 106. CONTINUE SOUTH ON OLD HICKORY
 GC2303'BOULEVARD FOR 1.95 MILES TO A PAVED ROAD LEFT. TURN LEFT AND GO
 GC2303'NORTH UP STEEP, WINDING ROAD FOR 0.55 MILE TO THE TOP OF THE HILL AND
 GC2303'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2219 ***********************************************************************
 GC2219  DESIGNATION -  NASHVILLE ST HOSP NEW TANK
 GC2219  PID         -  GC2219
 GC2219  STATE/COUNTY-  TN/DAVIDSON
 GC2219  USGS QUAD   -  ANTIOCH (1983)
 GC2219
 GC2219                         *CURRENT SURVEY CONTROL
 GC2219  ___________________________________________________________________
 GC2219* NAD 83(1995)-  36 06 07.79871(N)    086 40 36.72743(W)     ADJUSTED  
 GC2219* NAVD 88     -                                                        
 GC2219  ___________________________________________________________________
 GC2219  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 GC2219  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GC2219
 GC2219  HORZ ORDER  -  THIRD
 GC2219
 GC2219.The horizontal coordinates were established by classical geodetic methods
 GC2219.and adjusted by the National Geodetic Survey in April 1999..
 GC2219
 GC2219
 GC2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2219
 GC2219.The geoid height was determined by GEOID03.
 GC2219
 GC2219;                    North         East     Units Scale Factor Converg.
 GC2219;SPC TN       -   196,462.070   539,052.799   MT  0.99995931   -0 23 46.6
 GC2219;SPC TN       -   644,559.31  1,768,542.39   sFT  0.99995931   -0 23 46.6
 GC2219;UTM  16      - 3,995,328.614   529,085.490   MT  0.99961042   +0 11 25.4
 GC2219
 GC2219                          SUPERSEDED SURVEY CONTROL
 GC2219
 GC2219  NAD 83(1995)-  36 06 07.80110(N)    086 40 36.73000(W) AD(       ) 4
 GC2219  NAD 83(1995)-  36 06 07.80314(N)    086 40 36.72894(W) AD(       ) 4
 GC2219  NAD 83(1986)-  36 06 07.80892(N)    086 40 36.73034(W) AD(       ) 4
 GC2219  NAD 27      -  36 06 07.60100(N)    086 40 36.74100(W) AD(       ) 3
 GC2219
 GC2219.Superseded values are not recommended for survey control.
 GC2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2219.See file dsdata.txt to determine how the superseded data were derived.
 GC2219
 GC2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2908595329(NAD 83)
 GC2219_MARKER: 53 = ELEVATED TANK
 GC2219
 GC2219  HISTORY     - Date     Condition        Report By
 GC2219  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2219  HISTORY     - 1961     GOOD             CGS
 GC2219  HISTORY     - 1964     GOOD             CGS
 GC2219  HISTORY     - 1980     GOOD             NGS
 GC2219  HISTORY     - 1982     GOOD             NGS
 GC2219
 GC2219                          STATION DESCRIPTION
 GC2219
 GC2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2219'THE STATION IS LOCATED NEAR THE SOUTHEAST SECTION OF THE CENTRAL
 GC2219'STATE HOSPITAL, ABOUT 5.0 MILES SOUTHEAST OF THE BUSINESS
 GC2219'CENTER OF NASHVILLE AND 0.3 MILE SOUTH OF U.S. HIGHWAY 70 SOUTH.
 GC2219'
 GC2219'THE TANK, PAINTED RED AND WHITE IN COLOR IN A CHECKERBOARD PATTERN,
 GC2219'IS SUPPORTED BY A 8-LEGGED STEEL STRUCTURE PAINTED RED AND WHITE IN
 GC2219'ALTERNATING SECTIONS.  THE OVER ALL HEIGHT IS ABOUT 145 FEET.  THE
 GC2219'POINT OF INTERSECTION IS THE VENT ON THE TOP OF THE TANK.
 GC2219
 GC2219                          STATION RECOVERY (1961)
 GC2219
 GC2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETO)
 GC2219'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 GC2219'IS ADEQUATE AND COMPLETE.
 GC2219
 GC2219                          STATION RECOVERY (1964)
 GC2219
 GC2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 GC2219'STATION RECOVERED AS DESCRIBED.
 GC2219
 GC2219                          STATION RECOVERY (1980)
 GC2219
 GC2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFS)
 GC2219'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GC2219'
 GC2219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 GC2219'OF DOWNTOWN NASHVILLE.
 GC2219
 GC2219                          STATION RECOVERY (1982)
 GC2219
 GC2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 GC2219'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 GC2219'CONDITION.
 GC2219'
 GC2219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SE OF
 GC2219'NASHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2275 ***********************************************************************
 GC2275  DESIGNATION -  NASHVILLE ST THOMAS HOSP STACK
 GC2275  PID         -  GC2275
 GC2275  STATE/COUNTY-  TN/DAVIDSON
 GC2275  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2275
 GC2275                         *CURRENT SURVEY CONTROL
 GC2275  ___________________________________________________________________
 GC2275* NAD 83(1995)-  36 09 08.37889(N)    086 48 07.93860(W)     ADJUSTED  
 GC2275* NAVD 88     -                                                        
 GC2275  ___________________________________________________________________
 GC2275  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GC2275  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GC2275
 GC2275  HORZ ORDER  -  THIRD
 GC2275
 GC2275.The horizontal coordinates were established by classical geodetic methods
 GC2275.and adjusted by the National Geodetic Survey in April 1999..
 GC2275
 GC2275
 GC2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2275
 GC2275.The geoid height was determined by GEOID03.
 GC2275
 GC2275;                    North         East     Units Scale Factor Converg.
 GC2275;SPC TN       -   202,112.899   527,813.001   MT  0.99996378   -0 28 10.7
 GC2275;SPC TN       -   663,098.74  1,731,666.49   sFT  0.99996378   -0 28 10.7
 GC2275;UTM  16      - 4,000,862.129   517,792.443   MT  0.99960390   +0 07 00.1
 GC2275
 GC2275                          SUPERSEDED SURVEY CONTROL
 GC2275
 GC2275  NAD 83(1995)-  36 09 08.38095(N)    086 48 07.94054(W) AD(       ) 4
 GC2275  NAD 83(1995)-  36 09 08.38286(N)    086 48 07.94067(W) AD(       ) 4
 GC2275  NAD 83(1986)-  36 09 08.38916(N)    086 48 07.94173(W) AD(       ) 4
 GC2275  NAD 27      -  36 09 08.18100(N)    086 48 07.94700(W) AD(       ) 3
 GC2275
 GC2275.Superseded values are not recommended for survey control.
 GC2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2275.See file dsdata.txt to determine how the superseded data were derived.
 GC2275
 GC2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1779200862(NAD 83)
 GC2275_MARKER: 63 = STACK
 GC2275
 GC2275  HISTORY     - Date     Condition        Report By
 GC2275  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2275  HISTORY     - 1949     GOOD             AMS
 GC2275  HISTORY     - 1953     GOOD             CGS
 GC2275  HISTORY     - 1959     GOOD             CGS
 GC2275
 GC2275                          STATION DESCRIPTION
 GC2275
 GC2275'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1949 (EAR)
 GC2275'STATION WAS RECOVERED IN GOOD CONDITION.
 GC2275
 GC2275                          STATION RECOVERY (1953)
 GC2275
 GC2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2275'STATION WAS RECOVERED IN GOOD CONDITION. AN ORIGINAL DESCRIPTION
 GC2275'FOLLOWS-
 GC2275'
 GC2275'STATION IS THE CENTER OF THE TOP OF A ROUND, RED BRICK STACK LOCATED
 GC2275'AT THE ST. THOMAS HOSPITAL, ABOUT 100 FEET SOUTHEAST OF THE
 GC2275'INTERSECTION OF CHURCH AND 21ST. AVENUE NORTH IN NASHVILLE. THE STACK
 GC2275'IS ABOUT 125 FEET HIGH.
 GC2275
 GC2275                          STATION RECOVERY (1959)
 GC2275
 GC2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2275'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE 1953
 GC2275'DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2290 ***********************************************************************
 GC2290  DESIGNATION -  NASHVILLE STATE CAPITOL FLAGPOLE
 GC2290  PID         -  GC2290
 GC2290  STATE/COUNTY-  TN/DAVIDSON
 GC2290  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2290
 GC2290                         *CURRENT SURVEY CONTROL
 GC2290  ___________________________________________________________________
 GC2290* NAD 83(1995)-  36 09 56.95751(N)    086 47 03.22404(W)     ADJUSTED  
 GC2290* NAVD 88     -                                                        
 GC2290  ___________________________________________________________________
 GC2290  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 GC2290  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GC2290
 GC2290  HORZ ORDER  -  THIRD
 GC2290
 GC2290.The horizontal coordinates were established by classical geodetic methods
 GC2290.and adjusted by the National Geodetic Survey in April 1999..
 GC2290
 GC2290
 GC2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2290
 GC2290.The geoid height was determined by GEOID03.
 GC2290
 GC2290;                    North         East     Units Scale Factor Converg.
 GC2290;SPC TN       -   203,597.014   529,442.571   MT  0.99996511   -0 27 32.8
 GC2290;SPC TN       -   667,967.87  1,737,012.84   sFT  0.99996511   -0 27 32.8
 GC2290;UTM  16      - 4,002,362.304   519,406.157   MT  0.99960464   +0 07 38.4
 GC2290
 GC2290                          SUPERSEDED SURVEY CONTROL
 GC2290
 GC2290  NAD 83(1995)-  36 09 56.95953(N)    086 47 03.22602(W) AD(       ) 4
 GC2290  NAD 83(1995)-  36 09 56.96161(N)    086 47 03.22615(W) AD(       ) 4
 GC2290  NAD 83(1986)-  36 09 56.96775(N)    086 47 03.22711(W) AD(       ) 4
 GC2290  NAD 27      -  36 09 56.76300(N)    086 47 03.23200(W) AD(       ) 3
 GC2290
 GC2290.Superseded values are not recommended for survey control.
 GC2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2290.See file dsdata.txt to determine how the superseded data were derived.
 GC2290
 GC2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1940602362(NAD 83)
 GC2290_MARKER: 62 = FLAGPOLE
 GC2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC2290+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 GC2290
 GC2290  HISTORY     - Date     Condition        Report By
 GC2290  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2290  HISTORY     - 20060415 GOOD             GEOCAC
 GC2290
 GC2290                          STATION DESCRIPTION
 GC2290
 GC2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2290'THE STATION IS LOCATED ON CEDAR HILL ON TOP OF THE TENNESSEE STATE
 GC2290'CAPITOL BUILDING IN DOWNTOWN NASHVILLE. THE CAPITOL BUILDING HAS
 GC2290'BEEN REMODELED AND THE DOME WAS DISMANTLED AND RECONSTRUCTED. THE
 GC2290'DOME IS 220 FEET IN HEIGHT AND THE TOP OF THE FLAGPOLE IS 250 FEET
 GC2290'IN OVER-ALL HEIGHT. THE TOP OF THE FLAGPOLE WAS THE POINT
 GC2290'INTERSECTED.
 GC2290
 GC2290                          STATION RECOVERY (2006)
 GC2290
 GC2290'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 GC2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2276 ***********************************************************************
 GC2276  DESIGNATION -  NASHVILLE TV STA WSM MICROWAVE
 GC2276  PID         -  GC2276
 GC2276  STATE/COUNTY-  TN/DAVIDSON
 GC2276  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2276
 GC2276                         *CURRENT SURVEY CONTROL
 GC2276  ___________________________________________________________________
 GC2276* NAD 83(1995)-  36 07 48.45004(N)    086 47 28.37108(W)     ADJUSTED  
 GC2276* NAVD 88     -                                                        
 GC2276  ___________________________________________________________________
 GC2276  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 GC2276  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GC2276
 GC2276  HORZ ORDER  -  THIRD
 GC2276
 GC2276.The horizontal coordinates were established by classical geodetic methods
 GC2276.and adjusted by the National Geodetic Survey in April 1999..
 GC2276
 GC2276
 GC2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2276
 GC2276.The geoid height was determined by GEOID03.
 GC2276
 GC2276;                    North         East     Units Scale Factor Converg.
 GC2276;SPC TN       -   199,641.399   528,782.094   MT  0.99996171   -0 27 47.5
 GC2276;SPC TN       -   654,990.16  1,734,845.92   sFT  0.99996171   -0 27 47.5
 GC2276;UTM  16      - 3,998,401.558   518,786.420   MT  0.99960435   +0 07 23.2
 GC2276
 GC2276                          SUPERSEDED SURVEY CONTROL
 GC2276
 GC2276  NAD 83(1995)-  36 07 48.45213(N)    086 47 28.37309(W) AD(       ) 4
 GC2276  NAD 83(1995)-  36 07 48.45398(N)    086 47 28.37297(W) AD(       ) 4
 GC2276  NAD 83(1986)-  36 07 48.46024(N)    086 47 28.37420(W) AD(       ) 4
 GC2276  NAD 27      -  36 07 48.25300(N)    086 47 28.37400(W) AD(       ) 3
 GC2276
 GC2276.Superseded values are not recommended for survey control.
 GC2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2276.See file dsdata.txt to determine how the superseded data were derived.
 GC2276
 GC2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1878698402(NAD 83)
 GC2276_MARKER: 42 = RADIO/TV MAST
 GC2276
 GC2276  HISTORY     - Date     Condition        Report By
 GC2276  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2276  HISTORY     - 1959     SEE DESCRIPTION  CGS
 GC2276  HISTORY     - 1970     GOOD             NGS
 GC2276
 GC2276                          STATION DESCRIPTION
 GC2276
 GC2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2276'STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE WSM TELEVISION
 GC2276'STATION MAST, LOCATED AT THE INTERSECTION OF 15TH AVENUE SOUTH
 GC2276'AND COMPTON AVENUE IN NASHVILLE.  IT IS A 4 LEGGED STEEL STRUCTURE,
 GC2276'589 FEET HIGH AND IS PAINTED IN ALTERNATE RED AND WHITE
 GC2276'SECTIONS.
 GC2276
 GC2276                          STATION RECOVERY (1959)
 GC2276
 GC2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2276'THIS STATION IS NO LONGER IN USE AS A TELEVISION TRANSMITTING MAST.
 GC2276'A NEW MAST WAS CONSTRUCTED A FEW MILES WEST OF NASHVILLE AND IS
 GC2276'NOW THE TRANSMITTING MAST.  THE NEW MAST WAS LOCATED AND NOW CARRIES
 GC2276'THE SAME NAME AS THIS STATION.
 GC2276'
 GC2276'THIS STATION IS NOW USED AS A MICRO-WAVE PICK-UP MAST AND AS A
 GC2276'STAND-BY MAST.  TO DIFFERENTIATE THESE STATIONS, THIS STATION
 GC2276'NAME WILL BE CHANGED TO THE FOLLOWING TO CORRESPOND TO THE FUNCTION
 GC2276'OF THE MAST, NASHVILLE, WSM MICRO-WAVE PICK-UP STATION, MAST.
 GC2276'A NEW DESCRIPTION IS BEING SUBMITTED FOR THIS STATION.
 GC2276'
 GC2276'THE STATION IS THE FLASHING RED LIGHT LOCATED ON THE TOP OF THE MAST.
 GC2276'THIS MAST IS OWNED AND OPERATED BY THE WSM TELEVISION STUDIO.
 GC2276'IT IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE DOWNTOWN SECTION OF
 GC2276'NASHVILLE, 0.5 MILE EAST OF U.S.  HIGHWAY 431, AND 100 YARDS EAST
 GC2276'OF THE INTERSECTION OF COMPTON AVE. AND 15TH. AVE. SOUTH.  IT IS A 4
 GC2276'LEGGED STEEL STRUCTURE, 589 FEET IN OVER-ALL HEIGHT, PAINTED
 GC2276'RED AND WHITE IN COLOR IN ALTERNATING SECTIONS.
 GC2276
 GC2276                          STATION RECOVERY (1970)
 GC2276
 GC2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2276'THE STATION NO LONGER BELONGS TO THE WSM TELEVISION STATION AS STATED
 GC2276'IN 1953, NOR DOES IT BELONG TO THE WSM MICROWAVE PICK-UP STATION AS
 GC2276'STATED IN 1959.  THE TOWER IS NOW OWNED AND OPERATED BY THE
 GC2276'NASHVILLE, TELEVISION STATION WDCM CHANELL 2 EDUCATIONAL TELEVISION
 GC2276'COMPANY.
 GC2276'
 GC2276'THE 1959 DESCRIPTION OF THE TOWER IS ADEQUATE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2277 ***********************************************************************
 GC2277  DESIGNATION -  NASHVILLE TV STA WSM NEW MAST
 GC2277  PID         -  GC2277
 GC2277  STATE/COUNTY-  TN/DAVIDSON
 GC2277  USGS QUAD   -  NASHVILLE WEST (1983)
 GC2277
 GC2277                         *CURRENT SURVEY CONTROL
 GC2277  ___________________________________________________________________
 GC2277* NAD 83(1995)-  36 08 27.43316(N)    086 51 56.48966(W)     ADJUSTED  
 GC2277* NAVD 88     -                                                        
 GC2277  ___________________________________________________________________
 GC2277  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GC2277  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GC2277
 GC2277  HORZ ORDER  -  THIRD
 GC2277
 GC2277.The horizontal coordinates were established by classical geodetic methods
 GC2277.and adjusted by the National Geodetic Survey in April 1999..
 GC2277
 GC2277
 GC2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2277
 GC2277.The geoid height was determined by GEOID03.
 GC2277
 GC2277;                    North         East     Units Scale Factor Converg.
 GC2277;SPC TN       -   200,899.617   522,089.113   MT  0.99996270   -0 30 24.5
 GC2277;SPC TN       -   659,118.16  1,712,887.36   sFT  0.99996270   -0 30 24.5
 GC2277;UTM  16      - 3,999,590.811   512,083.325   MT  0.99960180   +0 04 45.2
 GC2277
 GC2277                          SUPERSEDED SURVEY CONTROL
 GC2277
 GC2277  NAD 83(1995)-  36 08 27.43522(N)    086 51 56.49165(W) AD(       ) 4
 GC2277  NAD 83(1995)-  36 08 27.43682(N)    086 51 56.49208(W) AD(       ) 4
 GC2277  NAD 83(1986)-  36 08 27.44353(N)    086 51 56.49315(W) AD(       ) 4
 GC2277  NAD 27      -  36 08 27.23600(N)    086 51 56.49000(W) AD(       ) 3
 GC2277
 GC2277.Superseded values are not recommended for survey control.
 GC2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2277.See file dsdata.txt to determine how the superseded data were derived.
 GC2277
 GC2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1208399591(NAD 83)
 GC2277_MARKER: 42 = RADIO/TV MAST
 GC2277
 GC2277  HISTORY     - Date     Condition        Report By
 GC2277  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2277  HISTORY     - 1970     GOOD             NGS
 GC2277
 GC2277                          STATION DESCRIPTION
 GC2277
 GC2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2277'THE STATION IS LOCATED ON TOP OF A PROMINENT HILL ABOUT 5 MILES WEST
 GC2277'OF THE CENTER OF NASHVILLE AND 0.4 MILE SOUTH OF CHARLOTTE ROAD
 GC2277'(U.S. HIGHWAY 70).
 GC2277'
 GC2277'IT IS A 4-LEGGED STEEL TRUSS STRUCTURE SUPPORTED BY MANY GUY CABLES,
 GC2277'IS PAINTED ALTERNATELY RED AND WHITE, HAS RED FLASHING LIGHT
 GC2277'THROUGHOUT ITS HEIGHT AND AN OVERALL HEIGHT OF 1368 FEET.  THE
 GC2277'FLASHING RED LIGHT 1.0 FOOT BELOW THE TOP OF THE MAST WAS THE POINT
 GC2277'OBSERVED UPON.
 GC2277'
 GC2277'TO REACH THE STATION FROM THE WEST STATION POST OFFICE AT 4507
 GC2277'CHARLOTTE ROAD IN NASHVILLE, GO WEST AND SOUTHWEST ON CHARLOTTE
 GC2277'ROAD (U.S. HIGHWAY 70) FOR 1.9 MILES TO WATTS LANE ON THE LEFT, TURN
 GC2277'LEFT AND GO SOUTH ON WATTS LANE FOR 0.4 MILE TO A LOCKED GATE AND
 GC2277'THE STATION ABOUT 100 YARDS SOUTH.
 GC2277
 GC2277                          STATION RECOVERY (1970)
 GC2277
 GC2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2277'THE STATION WAS VISITED 5/70 AND RECOVERED AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2304 ***********************************************************************
 GC2304  DESIGNATION -  NASHVILLE TV STATION WSIX MAST
 GC2304  PID         -  GC2304
 GC2304  STATE/COUNTY-  TN/DAVIDSON
 GC2304  USGS QUAD   -  OAK HILL (1968)
 GC2304
 GC2304                         *CURRENT SURVEY CONTROL
 GC2304  ___________________________________________________________________
 GC2304* NAD 83(1995)-  36 02 50.42495(N)    086 49 48.92832(W)     ADJUSTED  
 GC2304* NAVD 88     -                                                        
 GC2304  ___________________________________________________________________
 GC2304  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GC2304  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GC2304
 GC2304  HORZ ORDER  -  THIRD
 GC2304
 GC2304.The horizontal coordinates were established by classical geodetic methods
 GC2304.and adjusted by the National Geodetic Survey in April 1999..
 GC2304
 GC2304
 GC2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2304
 GC2304.The geoid height was determined by GEOID03.
 GC2304
 GC2304;                    North         East     Units Scale Factor Converg.
 GC2304;SPC TN       -   190,485.376   525,189.896   MT  0.99995531   -0 29 09.8
 GC2304;SPC TN       -   624,950.77  1,723,060.52   sFT  0.99995531   -0 29 09.8
 GC2304;UTM  16      - 3,989,212.528   515,289.313   MT  0.99960288   +0 05 59.6
 GC2304
 GC2304                          SUPERSEDED SURVEY CONTROL
 GC2304
 GC2304  NAD 83(1995)-  36 02 50.42719(N)    086 49 48.93025(W) AD(       ) 4
 GC2304  NAD 83(1995)-  36 02 50.42813(N)    086 49 48.93007(W) AD(       ) 4
 GC2304  NAD 83(1986)-  36 02 50.43538(N)    086 49 48.93161(W) AD(       ) 4
 GC2304  NAD 27      -  36 02 50.21700(N)    086 49 48.92800(W) AD(       ) 3
 GC2304
 GC2304.Superseded values are not recommended for survey control.
 GC2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2304.See file dsdata.txt to determine how the superseded data were derived.
 GC2304
 GC2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1528989213(NAD 83)
 GC2304_MARKER: 42 = RADIO/TV MAST
 GC2304
 GC2304  HISTORY     - Date     Condition        Report By
 GC2304  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2304  HISTORY     - 1970     GOOD             NGS
 GC2304
 GC2304                          STATION DESCRIPTION
 GC2304
 GC2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2304'THE STATION IS LOCATED ON TOP OF A HIGH HILL KNOWN LOCALLY AS
 GC2304'DRAUGHANS MTN., ABOUT 8 MILES SOUTH OF THE CENTER OF NASHVILLE
 GC2304'AT THE SITE OF THE WSIX TRANSMITTER BUILDING. IT IS WEST-NORTHWEST OF
 GC2304'THE TRANSMITTER BUILDING, WEST OF A 3- LEGGED SELF SUPPORTING MAST
 GC2304'(FORMERLY WSIX FM RADIO MAST) AND ABOUT 200 FEET NORTHWEST OF
 GC2304'TRIANGULATION STATION MAYCHE 2 1953. IT IS A 3-LEGGED STEEL TRUSS
 GC2304'STRUCTURE SUPPORTED BY MANY GUY CABLES, IS PAINTED ALTERNATELY RED
 GC2304'AND WHITE, HAS RED FLASHING LIGHTS THROUGHOUT ITS HEIGHT WITH A
 GC2304'FLASHING RED LIGHT AT THE EXTREME TIP OF THE ANTENNAE AND AN OVER-ALL
 GC2304'HEIGHT OF 940.6 FEET. THE RED LIGHT AT THE TIP OF THE ANTENNAE WAS
 GC2304'THE POINT INTERSECTED.
 GC2304'
 GC2304'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 S AND U.
 GC2304'S. HIGHWAY 31 AT THE INTERSECTION OF 8TH AVENUE AND BROADWAY IN
 GC2304'DOWNTOWN NASHVILLE, GO SOUTHERLY ON U. S. HIGHWAY 31 (8TH AVENUE AND
 GC2304'FRANKLIN PIKE) FOR 8.8 MILES TO OLD HICKORY BOULEVARD. HERE TURN
 GC2304'RIGHT AND GO WESTERLY ON OLD HICKORY BOULEVARD FOR 2.4 MILES TO AN
 GC2304'OILED ROAD ON THE RIGHT AND A SIGN WSIX-TV, TURN RIGHT ON THIS
 GC2304'OILED ROAD AND GO UPHILL ON A WINDING ROAD FOR 0.6 MILE TO THE TOP OF
 GC2304'THE HILL AND THE STATION AS DESCRIBED.
 GC2304
 GC2304                          STATION RECOVERY (1970)
 GC2304
 GC2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2304'THE STATION WAS VISITED 5/70 AND RECOVERED AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2345 ***********************************************************************
 GC2345  DESIGNATION -  NASHVILLE TV STATION WLAC MAST
 GC2345  PID         -  GC2345
 GC2345  STATE/COUNTY-  TN/DAVIDSON
 GC2345  USGS QUAD   -  WHITES CREEK (1994)
 GC2345
 GC2345                         *CURRENT SURVEY CONTROL
 GC2345  ___________________________________________________________________
 GC2345* NAD 83(1995)-  36 16 05.04033(N)    086 47 15.73162(W)     ADJUSTED  
 GC2345* NAVD 88     -                                                        
 GC2345  ___________________________________________________________________
 GC2345  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GC2345  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GC2345
 GC2345  HORZ ORDER  -  THIRD
 GC2345
 GC2345.The horizontal coordinates were established by classical geodetic methods
 GC2345.and adjusted by the National Geodetic Survey in April 1999..
 GC2345
 GC2345
 GC2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2345
 GC2345.The geoid height was determined by GEOID03.
 GC2345
 GC2345;                    North         East     Units Scale Factor Converg.
 GC2345;SPC TN       -   214,944.266   529,221.303   MT  0.99997702   -0 27 40.1
 GC2345;SPC TN       -   705,196.31  1,736,286.89   sFT  0.99997702   -0 27 40.1
 GC2345;UTM  16      - 4,013,702.540   519,068.852   MT  0.99960448   +0 07 32.1
 GC2345
 GC2345                          SUPERSEDED SURVEY CONTROL
 GC2345
 GC2345  NAD 83(1995)-  36 16 05.04196(N)    086 47 15.73337(W) AD(       ) 4
 GC2345  NAD 83(1995)-  36 16 05.04479(N)    086 47 15.73413(W) AD(       ) 4
 GC2345  NAD 83(1986)-  36 16 05.05048(N)    086 47 15.73458(W) AD(       ) 4
 GC2345  NAD 27      -  36 16 04.86964(N)    086 47 15.76029(W) AD(       ) 3
 GC2345
 GC2345.Superseded values are not recommended for survey control.
 GC2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2345.See file dsdata.txt to determine how the superseded data were derived.
 GC2345
 GC2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF1906913703(NAD 83)
 GC2345_MARKER: 42 = RADIO/TV MAST
 GC2345
 GC2345  HISTORY     - Date     Condition        Report By
 GC2345  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2345  HISTORY     - 1965     GOOD             CGS
 GC2345  HISTORY     - 1970     GOOD             NGS
 GC2345
 GC2345                          STATION DESCRIPTION
 GC2345
 GC2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2345'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF THE CENTER OF NASHVILLE
 GC2345'AND ABOUT 5-1/2 MILES SOUTHWEST OF GOODLETTSVILLE. IT IS A 3-LEGGED
 GC2345'STEEL STRUCTURE, PAINTED ALTERNATELY RED AND WHITE, HAS A RED
 GC2345'FLASHING LIGHT AT THE TOP OF THE ANTENNA AND AN OVER-ALL HEIGHT OF
 GC2345'1,179 FEET.
 GC2345'
 GC2345'THE RED FLASHING LIGHT AT THE TOP OF THE MAST WAS THE POINT
 GC2345'INTERSECTED.
 GC2345'
 GC2345'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS 31W, 41 AND
 GC2345'431, GO NORTH ON U.S. HWYS NO. 31W AND 41 FOR 5.9 MILES TO OLD
 GC2345'HICKORY BLVD., TURN LEFT AND GO WEST FOR 1.9 MILES TO BRICK CHURCH
 GC2345'PK., TURN LEFT AND GO SOUTH FOR 0.2 MILE TO A SIDE ROAD ON THE
 GC2345'RIGHT, TURN RIGHT AND GO SOUTHWEST FOR 0.2 MILE TO A LOCKED GATE,
 GC2345'PASS THROUGH THIS GATE AND CONTINUE SOUTHWEST FOR 0.5 MILE AND THE
 GC2345'STATION.
 GC2345
 GC2345                          STATION RECOVERY (1965)
 GC2345
 GC2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC2345'THE STATION WAS RECOVERED AS DESCRIBED. THE 1959 DESCRIPTION IS
 GC2345'ADEQUATE.
 GC2345
 GC2345                          STATION RECOVERY (1970)
 GC2345
 GC2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 GC2345'THE STATION WAS VISITED 5/70 AND RECOVERED AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2242 ***********************************************************************
 GC2242  DESIGNATION -  NASHVILLE TVA MICROWAVE TOWER
 GC2242  PID         -  GC2242
 GC2242  STATE/COUNTY-  TN/DAVIDSON
 GC2242  USGS QUAD   -  NASHVILLE EAST (1983)
 GC2242
 GC2242                         *CURRENT SURVEY CONTROL
 GC2242  ___________________________________________________________________
 GC2242* NAD 83(1995)-  36 09 21.40477(N)    086 44 43.29098(W)     ADJUSTED  
 GC2242* NAVD 88     -                                                        
 GC2242  ___________________________________________________________________
 GC2242  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 GC2242  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GC2242
 GC2242  HORZ ORDER  -  THIRD
 GC2242
 GC2242.The horizontal coordinates were established by classical geodetic methods
 GC2242.and adjusted by the National Geodetic Survey in April 1999..
 GC2242
 GC2242
 GC2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2242
 GC2242.The geoid height was determined by GEOID03.
 GC2242
 GC2242;                    North         East     Units Scale Factor Converg.
 GC2242;SPC TN       -   202,473.922   532,931.334   MT  0.99996413   -0 26 10.9
 GC2242;SPC TN       -   664,283.19  1,748,458.88   sFT  0.99996413   -0 26 10.9
 GC2242;UTM  16      - 4,001,275.374   522,904.977   MT  0.99960646   +0 09 00.8
 GC2242
 GC2242                          SUPERSEDED SURVEY CONTROL
 GC2242
 GC2242  NAD 83(1995)-  36 09 21.40683(N)    086 44 43.29313(W) AD(       ) 4
 GC2242  NAD 83(1995)-  36 09 21.40898(N)    086 44 43.29291(W) AD(       ) 4
 GC2242  NAD 83(1986)-  36 09 21.41499(N)    086 44 43.29408(W) AD(       ) 4
 GC2242  NAD 27      -  36 09 21.21200(N)    086 44 43.30100(W) AD(       ) 3
 GC2242
 GC2242.Superseded values are not recommended for survey control.
 GC2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2242.See file dsdata.txt to determine how the superseded data were derived.
 GC2242
 GC2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2290501275(NAD 83)
 GC2242_MARKER: 45 = MICROWAVE TOWER
 GC2242
 GC2242  HISTORY     - Date     Condition        Report By
 GC2242  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2242
 GC2242                          STATION DESCRIPTION
 GC2242
 GC2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2242'THE STATION IS ABOUT 2 MILES SOUTHEAST OF THE CAPITOL BUILDING IN
 GC2242'NASHVILLE AND AT THE T.V.A. RELAY STATION LOCATED AT 730 LEBANON
 GC2242'ROAD.  IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED AND
 GC2242'WHITE, HAS A BLINKING RED LIGHT AT THE TOP OF THE TOWER AND AN
 GC2242'OVER-ALL HEIGHT OF 240 FEET.
 GC2242'
 GC2242'THE BLINKING RED LIGHT AT THE TOP OF THE MAST WAS THE POINT OBSERVED
 GC2242'UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2220 ***********************************************************************
 GC2220  DESIGNATION -  NASHVILLE WOODBINE MUN TANK
 GC2220  PID         -  GC2220
 GC2220  STATE/COUNTY-  TN/DAVIDSON
 GC2220  USGS QUAD   -  ANTIOCH (1983)
 GC2220
 GC2220                         *CURRENT SURVEY CONTROL
 GC2220  ___________________________________________________________________
 GC2220* NAD 83(1995)-  36 06 05.45977(N)    086 44 40.23980(W)     ADJUSTED  
 GC2220* NAVD 88     -                                                        
 GC2220  ___________________________________________________________________
 GC2220  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GC2220  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2220
 GC2220  HORZ ORDER  -  THIRD
 GC2220
 GC2220.The horizontal coordinates were established by classical geodetic methods
 GC2220.and adjusted by the National Geodetic Survey in April 1999..
 GC2220
 GC2220
 GC2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2220
 GC2220.The geoid height was determined by GEOID03.
 GC2220
 GC2220;                    North         East     Units Scale Factor Converg.
 GC2220;SPC TN       -   196,434.212   532,961.654   MT  0.99995926   -0 26 09.1
 GC2220;SPC TN       -   644,467.91  1,748,558.36   sFT  0.99995926   -0 26 09.1
 GC2220;UTM  16      - 3,995,238.435   522,997.087   MT  0.99960652   +0 09 01.9
 GC2220
 GC2220                          SUPERSEDED SURVEY CONTROL
 GC2220
 GC2220  NAD 83(1995)-  36 06 05.46204(N)    086 44 40.24202(W) AD(       ) 4
 GC2220  NAD 83(1995)-  36 06 05.46388(N)    086 44 40.24141(W) AD(       ) 4
 GC2220  NAD 83(1986)-  36 06 05.46987(N)    086 44 40.24279(W) AD(       ) 4
 GC2220  NAD 27      -  36 06 05.26000(N)    086 44 40.24800(W) AD(       ) 3
 GC2220
 GC2220.Superseded values are not recommended for survey control.
 GC2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2220.See file dsdata.txt to determine how the superseded data were derived.
 GC2220
 GC2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2299795238(NAD 83)
 GC2220_MARKER: 51 = TANK
 GC2220
 GC2220  HISTORY     - Date     Condition        Report By
 GC2220  HISTORY     - 1953     FIRST OBSERVED   CGS
 GC2220
 GC2220                          STATION DESCRIPTION
 GC2220
 GC2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2220'STATION IS A METAL BALL AT THE APEX OF THE ROOF OF THE NASHVILLE
 GC2220'MUNICIPAL WATER TANK, LOCATED ON A HIGH HILL IN THE SOUTHEAST
 GC2220'(WOODBINE) SECTION OF NASHVILLE AND IS ABOUT 300 FEET EAST OF THE
 GC2220'INTERSECTION OF DRAKE AND MEADE AVENUES.  IT IS A LARGE STEEL TANK,
 GC2220'ABOUT 100 FEET IN DIAMETER AND 45 FEET HIGH, PAINTED SILVER AND RESTS
 GC2220'ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2305 ***********************************************************************
 GC2305  DESIGNATION -  NASHVILLE WOODMNT CHRISTIAN CH
 GC2305  PID         -  GC2305
 GC2305  STATE/COUNTY-  TN/DAVIDSON
 GC2305  USGS QUAD   -  OAK HILL (1968)
 GC2305
 GC2305                         *CURRENT SURVEY CONTROL
 GC2305  ___________________________________________________________________
 GC2305* NAD 83(1995)-  36 06 46.99717(N)    086 48 41.33357(W)     ADJUSTED  
 GC2305* NAVD 88     -                                                        
 GC2305  ___________________________________________________________________
 GC2305  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GC2305  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GC2305
 GC2305  HORZ ORDER  -  THIRD
 GC2305
 GC2305.The horizontal coordinates were established by classical geodetic methods
 GC2305.and adjusted by the National Geodetic Survey in April 1999..
 GC2305
 GC2305
 GC2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2305
 GC2305.The geoid height was determined by GEOID03.
 GC2305
 GC2305;                    North         East     Units Scale Factor Converg.
 GC2305;SPC TN       -   197,762.340   526,942.148   MT  0.99996022   -0 28 30.3
 GC2305;SPC TN       -   648,825.28  1,728,809.36   sFT  0.99996022   -0 28 30.3
 GC2305;UTM  16      - 3,996,504.449   516,966.445   MT  0.99960355   +0 06 40.0
 GC2305
 GC2305                          SUPERSEDED SURVEY CONTROL
 GC2305
 GC2305  NAD 83(1995)-  36 06 46.99932(N)    086 48 41.33553(W) AD(       ) 4
 GC2305  NAD 83(1995)-  36 06 47.00095(N)    086 48 41.33542(W) AD(       ) 4
 GC2305  NAD 83(1986)-  36 06 47.00736(N)    086 48 41.33673(W) AD(       ) 4
 GC2305  NAD 27      -  36 06 46.79600(N)    086 48 41.33600(W) AD(       ) 3
 GC2305
 GC2305.Superseded values are not recommended for survey control.
 GC2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2305.See file dsdata.txt to determine how the superseded data were derived.
 GC2305
 GC2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE1696696504(NAD 83)
 GC2305_MARKER: 91 = CHURCH CROSS
 GC2305
 GC2305  HISTORY     - Date     Condition        Report By
 GC2305  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2305
 GC2305                          STATION DESCRIPTION
 GC2305
 GC2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2305'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH-SOUTHWEST OF THE
 GC2305'DOWNTOWN SECTION OF NASHVILLE AND NEAR THE INTERSECTION OF WOODMONT
 GC2305'BLVD. AND U.S. HIGHWAY 431.  THE SPIRE IS PAINTED WHITE IN COLOR AND
 GC2305'IS 210 FEET IN OVERALL HEIGHT.  THE TOP OF THE CROSS WAS THE POINT OF
 GC2305'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1590 ***********************************************************************
 FC1590  DESIGNATION -  NAT 2
 FC1590  PID         -  FC1590
 FC1590  STATE/COUNTY-  TN/BRADLEY
 FC1590  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1590
 FC1590                         *CURRENT SURVEY CONTROL
 FC1590  ___________________________________________________________________
 FC1590* NAD 83(1995)-  35 14 13.65587(N)    084 50 50.63270(W)     ADJUSTED  
 FC1590* NAVD 88     -       241.82   (meters)     793.4    (feet)  RESET     
 FC1590  ___________________________________________________________________
 FC1590  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FC1590  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC1590
 FC1590  HORZ ORDER  -  THIRD
 FC1590  VERT ORDER  -  THIRD
 FC1590
 FC1590.The horizontal coordinates were established by classical geodetic methods
 FC1590.and adjusted by the National Geodetic Survey in April 1999..
 FC1590.No horizontal observational check was made to the station.
 FC1590
 FC1590.The orthometric height was computed from unverified reset data.
 FC1590.No vertical observational check was made to the station.
 FC1590
 FC1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1590
 FC1590.The geoid height was determined by GEOID03.
 FC1590
 FC1590;                    North         East     Units Scale Factor Converg.
 FC1590;SPC TN       -   100,894.095   704,912.301   MT  1.00000230   +0 40 29.2
 FC1590;SPC TN       -   331,016.71  2,312,699.77   sFT  1.00000230   +0 40 29.2
 FC1590;UTM  16      - 3,901,463.554   695,875.676   MT  1.00007286   +1 14 32.5
 FC1590
 FC1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1590!SPC TN       -   0.99996677  x   1.00000230  =   0.99996907
 FC1590!UTM  16      -   0.99996677  x   1.00007286  =   1.00003963
 FC1590
 FC1590|---------------------------------------------------------------------|
 FC1590| PID    Reference Object                     Distance      Geod. Az  |
 FC1590|                                                           dddmmss.s |
 FC1590| FC1796 NAT 2 AZ MK                         299.364 METERS 04110     |
 FC1590| FC1591 NAT 2 RM 3                            5.586 METERS 14832     |
 FC1590| FC0601 NAT                                  45.442 METERS 19827     |
 FC1590| FC1592 NAT 2 RM 4                           12.148 METERS 29546     |
 FC1590|---------------------------------------------------------------------|
 FC1590
 FC1590                          SUPERSEDED SURVEY CONTROL
 FC1590
 FC1590  NAD 83(1995)-  35 14 13.65819(N)    084 50 50.63346(W) AD(       ) 3
 FC1590  NAD 83(1995)-  35 14 13.65731(N)    084 50 50.63369(W) AD(       ) 3
 FC1590  NAD 83(1995)-  35 14 13.65758(N)    084 50 50.63258(W) AD(       ) 3
 FC1590  NAD 83(1986)-  35 14 13.66045(N)    084 50 50.63038(W) AD(       ) 3
 FC1590  NAD 27      -  35 14 13.39761(N)    084 50 50.83165(W) AD(       ) 3
 FC1590  NGVD 29 (10/12/01)  241.86   (m)          793.5    (f) RESET       3  
 FC1590
 FC1590.Superseded values are not recommended for survey control.
 FC1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1590.See file dsdata.txt to determine how the superseded data were derived.
 FC1590
 FC1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE9587601464(NAD 83)
 FC1590_MARKER: DS = TRIANGULATION STATION DISK
 FC1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1590_STAMPING: NAT 2 1979
 FC1590_PROJECTION: FLUSH
 FC1590_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FC1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1590+STABILITY: SURFACE MOTION
 FC1590
 FC1590  HISTORY     - Date     Condition        Report By
 FC1590  HISTORY     - 1979     MONUMENTED       CGS
 FC1590  HISTORY     - 1979     GOOD             NGS
 FC1590
 FC1590                          STATION DESCRIPTION
 FC1590
 FC1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1979 (CLN)
 FC1590'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CLEVELAND, ON ROAD RIGHT
 FC1590'OF WAY, 40 FEET SOUTHEAST OF POWER POLE NO 046AT12-69, 21 FEET
 FC1590'SOUTHEAST OF THE CENTERLINE OF MOUSE CREEK ROAD, 9 FEET NORTHWEST OF A
 FC1590'20 INCH MAPLE TREE, 7 FEET SOUTHWEST OF A METAL WATER COVER AND 1 FOOT
 FC1590'SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 FC1590'IS STAMPED---NAT 2 1979---.
 FC1590'
 FC1590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC1590'HIGHWAY 60 AT CLEVELAND, GO NORTHEAST ON HIGHWAY 11 FOR 1.75 MILES TO
 FC1590'THE INTERSECTION OF MOUSE CREEK ROAD.  TURN LEFT AND FOLLOW MOUSE
 FC1590'CREEK ROAD NORTH AND NORTHEAST FOR 3.15 MILES TO TOP OF SLIGHT GRADE
 FC1590'AND THE STATION ON THE RIGHT.  CONTINUE NORTHEAST ON THE ROAD FOR 0.2
 FC1590'MILE TO THE AZIMUTH MARK ON THE LEFT.
 FC1590'
 FC1590'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, PROJECTING
 FC1590'2 INCHES, STAMPED---NAT 2 NO 3 1979---39 FEET SOUTHEAST OF THE
 FC1590'CENTERLINE OF THE ROAD, 9 FEET SOUTHEAST OF A 20 INCH MAPLE TREE AND
 FC1590'18 FEET NORTHWEST OF A 10 INCH MAPLE TREE.
 FC1590'
 FC1590'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, PROJECTING
 FC1590'2 INCHES, STAMPED---NAT 2 NO 4 1979---17 FEET NORTHWEST OF THE
 FC1590'CENTERLINE OF THE ROAD, 1 FOOT SOUTHWEST OF THE POWER POLE AND 75
 FC1590'FEET SOUTH OF THE SOUTH CORNER OF A SPLIT LEVEL HOUSE.
 FC1590'
 FC1590'THE AZIMUTH MARK IS 24 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 FC1590'2 FEET SOUTHEAST OF POWER POLE NO 72, 4 FEET SOUTH OF A WATER METER,
 FC1590'45 FEET EAST OF THE SOUTHEAST CORNER OF A SPLIT LEVEL HOUSE AND 21
 FC1590'FEET SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS FLUSH
 FC1590'AND THE DISK IS STAMPED---NAT 2 1979---.
 FC1590
 FC1590                          STATION RECOVERY (1979)
 FC1590
 FC1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FC1590'5.8 MI NORTH FROM CLEVELAND.
 FC1590'1.75 MILES NORTHEAST ON HIGHWAY 11 FROM ITS JUNCTION WITH STATE
 FC1590'HIGHWAY 60 IN CLEVELAND, THENCE NORTH AND NORTHEAST ALONG MOUSE CREEK
 FC1590'ROAD FOR 3.15 MILES TO A SLIGHT RISE IN GRADE AND TO THE MARK,
 FC1590'40 FEET SOUTHEAST OF POWER POLE NO 046AT12-69, 21 FEET
 FC1590'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9 FEET NORTHWEST OF A
 FC1590'20-INCH MAPLE TREE, AND 7 FEET SOUTHWEST OF A METAL WATER COVER.
 FC1590'THE MARK IS 1 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1591 ***********************************************************************
 FC1591  DESIGNATION -  NAT 2 RM 3
 FC1591  PID         -  FC1591
 FC1591  STATE/COUNTY-  TN/BRADLEY
 FC1591  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1591
 FC1591                         *CURRENT SURVEY CONTROL
 FC1591  ___________________________________________________________________
 FC1591* NAD 83(1986)-  35 14 11.     (N)    084 50 51.     (W)     SCALED    
 FC1591* NAVD 88     -       241.91   (meters)     793.7    (feet)  RESET     
 FC1591  ___________________________________________________________________
 FC1591  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC1591
 FC1591  VERT ORDER  -  THIRD
 FC1591
 FC1591.The horizontal coordinates were scaled from a topographic map and have
 FC1591.an estimated accuracy of +/- 6 seconds.
 FC1591
 FC1591.The orthometric height was computed from unverified reset data.
 FC1591.No vertical observational check was made to the station.
 FC1591
 FC1591.The geoid height was determined by GEOID03.
 FC1591
 FC1591;                    North         East    Units  Estimated Accuracy
 FC1591;SPC TN       -   100,810.      704,900.      MT  (+/- 180 meters Scaled)
 FC1591
 FC1591                          SUPERSEDED SURVEY CONTROL
 FC1591
 FC1591  NGVD 29 (10/12/01)  241.95   (m)          793.8    (f) RESET       3  
 FC1591
 FC1591.Superseded values are not recommended for survey control.
 FC1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1591.See file dsdata.txt to determine how the superseded data were derived.
 FC1591
 FC1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE958013(NAD 83)
 FC1591_MARKER: DR = REFERENCE MARK DISK
 FC1591_SETTING: 0 = UNSPECIFIED SETTING
 FC1591_STAMPING: NAT 2 NO 3 1979
 FC1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1591
 FC1591  HISTORY     - Date     Condition        Report By
 FC1591  HISTORY     - 1979     MONUMENTED       NGS
 FC1591
 FC1591                          STATION DESCRIPTION
 FC1591
 FC1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FC1591'5.8 MI NORTH FROM CLEVELAND.
 FC1591'1.75 MILES NORTHEAST ON HIGHWAY 11 FROM ITS JUNCTION WITH STATE
 FC1591'HIGHWAY 60 IN CLEVELAND, THENCE NORTH AND NORTHEAST ALONG MOUSE CREEK
 FC1591'ROAD FOR 3.15 MILES TO A SLIGHT RISE IN GRADE AND TO THE MARK,
 FC1591'18.3 FEET SOUTHEAST OF STATION NAT 2 1979, 39 FEET SOUTHEAST OF THE
 FC1591'CENTERLINE OF MOUSE CREEK ROAD, 9 FEET SOUTHEAST OF A 20-INCH
 FC1591'MAPLE TREE AND 18 FEET NORTHWEST OF A 10-INCH MAPLE TREE.  A
 FC1591'PRE-CAST ALUMINUM MONUMENT, WITH MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1592 ***********************************************************************
 FC1592  DESIGNATION -  NAT 2 RM 4
 FC1592  PID         -  FC1592
 FC1592  STATE/COUNTY-  TN/BRADLEY
 FC1592  USGS QUAD   -  EAST CLEVELAND (1976)
 FC1592
 FC1592                         *CURRENT SURVEY CONTROL
 FC1592  ___________________________________________________________________
 FC1592* NAD 83(1986)-  35 14 11.     (N)    084 50 51.     (W)     SCALED    
 FC1592* NAVD 88     -       241.90   (meters)     793.6    (feet)  RESET     
 FC1592  ___________________________________________________________________
 FC1592  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC1592
 FC1592  VERT ORDER  -  THIRD
 FC1592
 FC1592.The horizontal coordinates were scaled from a topographic map and have
 FC1592.an estimated accuracy of +/- 6 seconds.
 FC1592
 FC1592.The orthometric height was computed from unverified reset data.
 FC1592.No vertical observational check was made to the station.
 FC1592
 FC1592.The geoid height was determined by GEOID03.
 FC1592
 FC1592;                    North         East    Units  Estimated Accuracy
 FC1592;SPC TN       -   100,810.      704,900.      MT  (+/- 180 meters Scaled)
 FC1592
 FC1592                          SUPERSEDED SURVEY CONTROL
 FC1592
 FC1592  NGVD 29 (10/12/01)  241.94   (m)          793.8    (f) RESET       3  
 FC1592
 FC1592.Superseded values are not recommended for survey control.
 FC1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1592.See file dsdata.txt to determine how the superseded data were derived.
 FC1592
 FC1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE958013(NAD 83)
 FC1592_MARKER: DR = REFERENCE MARK DISK
 FC1592_SETTING: 0 = UNSPECIFIED SETTING
 FC1592_STAMPING: NAT 2 NO 4 1979
 FC1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1592
 FC1592  HISTORY     - Date     Condition        Report By
 FC1592  HISTORY     - 1979     MONUMENTED       NGS
 FC1592
 FC1592                          STATION DESCRIPTION
 FC1592
 FC1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FC1592'5.8 MI NORTH FROM CLEVELAND.
 FC1592'1.75 MILES NORTHEAST ON HIGHWAY 11 FROM ITS JUNCTION WITH STATE
 FC1592'HIGHWAY 60 IN CLEVELAND, THENCE NORTH AND NORTHEAST ALONG MOUSE CREEK
 FC1592'ROAD FOR 3.15 MILES TO A SLIGHT RISE IN GRADE AND TO THE MARK,
 FC1592'39.9 FEET WEST OF STATION NAT 2 1979, A PRE-CAST ALUMINUM MONUMENT,
 FC1592'17 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTHWEST
 FC1592'OF POWER POLE NO 046AT12-69, AND 75 FEET SOUTH OF THE SOUTHCORNER
 FC1592'OF A SPLIT LEVEL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC0603 ***********************************************************************
 FC0603  DESIGNATION -  NAT AZ MK
 FC0603  PID         -  FC0603
 FC0603  STATE/COUNTY-  TN/BRADLEY
 FC0603  USGS QUAD   -  EAST CLEVELAND (1976)
 FC0603
 FC0603                         *CURRENT SURVEY CONTROL
 FC0603  ___________________________________________________________________
 FC0603* NAD 83(1986)-  35 13 54.     (N)    084 51 04.     (W)     SCALED    
 FC0603* NAVD 88     -       242.153  (meters)     794.46   (feet)  ADJUSTED  
 FC0603  ___________________________________________________________________
 FC0603  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FC0603  DYNAMIC HT  -         241.915 (meters)     793.68  (feet)  COMP
 FC0603  MODELED GRAV-     979,646.9   (mgal)                       NAVD 88
 FC0603
 FC0603  VERT ORDER  -  SECOND    CLASS 0
 FC0603
 FC0603.The horizontal coordinates were scaled from a topographic map and have
 FC0603.an estimated accuracy of +/- 6 seconds.
 FC0603
 FC0603.The orthometric height was determined by differential leveling
 FC0603.and adjusted by the National Geodetic Survey in June 1991..
 FC0603
 FC0603.The geoid height was determined by GEOID03.
 FC0603
 FC0603.The dynamic height is computed by dividing the NAVD 88
 FC0603.geopotential number by the normal gravity value computed on the
 FC0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0603.degrees latitude (g = 980.6199 gals.).
 FC0603
 FC0603.The modeled gravity was interpolated from observed gravity values.
 FC0603
 FC0603;                    North         East    Units  Estimated Accuracy
 FC0603;SPC TN       -   100,280.      704,580.      MT  (+/- 180 meters Scaled)
 FC0603
 FC0603                          SUPERSEDED SURVEY CONTROL
 FC0603
 FC0603  NGVD 29 (??/??/92)  242.188  (m)          794.58   (f) ADJ UNCH    2 0
 FC0603
 FC0603.Superseded values are not recommended for survey control.
 FC0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0603.See file dsdata.txt to determine how the superseded data were derived.
 FC0603
 FC0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFE955008(NAD 83)
 FC0603_MARKER: DZ = AZIMUTH MARK DISK
 FC0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC0603_STAMPING: NAT 1961
 FC0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC0603+STABILITY: SURFACE MOTION
 FC0603
 FC0603  HISTORY     - Date     Condition        Report By
 FC0603  HISTORY     - 1961     MONUMENTED       CGS
 FC0603  HISTORY     - 1967     GOOD             NGS
 FC0603  HISTORY     - 1983     GOOD             USPSQD
 FC0603
 FC0603                          STATION DESCRIPTION
 FC0603
 FC0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FC0603'5.4 MI N FROM CLEVELAND.
 FC0603'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 FC0603'ROUTE 60 AT THE WEST EDGE OF CLEVELAND, GO NORTHEASTERLY ON U.S.
 FC0603'HIGHWAY 11 FOR 3.1 MILES TO A LARGE CONCRETE BRIDGE, CONTINUE
 FC0603'NORTHEASTERLY ON THE HIGHWAY FOR 0.1 MILE TO A CROSSROAD.  HERE
 FC0603'TURN LEFT AND GO NORTHWESTERLY ON AN OILED ROAD FOR 0.85 MILE TO
 FC0603'THE VALLEY HEAD SCHOOL ON THE RIGHT AND A CHURCH ON THE LEFT.
 FC0603'HERE TURN RIGHT ON AN OILED ROAD AND GO NORTHEASTERLY FOR 1.8
 FC0603'MILES TO THE MARK ON THE LEFT.  IT IS 34 FEET WEST OF THE
 FC0603'APPROXIMATE CENTER OF THE OILED ROAD, 26 FEET SOUTH OF THE
 FC0603'APPROXIMATE CENTER OF A FARM DRIVE, 11.3 FEET WEST OF A METAL
 FC0603'WITNESS POST AND SIGN IN FENCE LINE, AND 1.3 FEET EAST OF A
 FC0603'POWERLINE POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FC0603'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 FC0603'STAMPED NAT 1961.
 FC0603
 FC0603                          STATION RECOVERY (1983)
 FC0603
 FC0603'RECOVERY NOTE BY US POWER SQUADRON 1983
 FC0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1015 ***********************************************************************
 FD1015  DESIGNATION -  NATCHEZ
 FD1015  PID         -  FD1015
 FD1015  STATE/COUNTY-  TN/WAYNE
 FD1015  USGS QUAD   -  OVILLA (1976)
 FD1015
 FD1015                         *CURRENT SURVEY CONTROL
 FD1015  ___________________________________________________________________
 FD1015* NAD 83(1995)-  35 19 15.17141(N)    087 34 50.28218(W)     ADJUSTED  
 FD1015* NAVD 88     -       308.977  (meters)    1013.70   (feet)  ADJUSTED  
 FD1015  ___________________________________________________________________
 FD1015  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FD1015  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD1015  DYNAMIC HT  -         308.685 (meters)    1012.74  (feet)  COMP
 FD1015  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FD1015
 FD1015  HORZ ORDER  -  SECOND
 FD1015  VERT ORDER  -  SECOND    CLASS 0
 FD1015
 FD1015.The horizontal coordinates were established by classical geodetic methods
 FD1015.and adjusted by the National Geodetic Survey in April 1999..
 FD1015
 FD1015.The orthometric height was determined by differential leveling
 FD1015.and adjusted by the National Geodetic Survey in June 1991..
 FD1015
 FD1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1015
 FD1015.The geoid height was determined by GEOID03.
 FD1015
 FD1015.The dynamic height is computed by dividing the NAVD 88
 FD1015.geopotential number by the normal gravity value computed on the
 FD1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1015.degrees latitude (g = 980.6199 gals.).
 FD1015
 FD1015.The modeled gravity was interpolated from observed gravity values.
 FD1015
 FD1015;                    North         East     Units Scale Factor Converg.
 FD1015;SPC TN       -   110,729.052   456,280.316   MT  0.99998825   -0 55 31.3
 FD1015;SPC TN       -   363,283.56  1,496,979.67   sFT  0.99998825   -0 55 31.3
 FD1015;UTM  16      - 3,908,783.097   447,223.561   MT  0.99963432   -0 20 08.5
 FD1015
 FD1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1015!SPC TN       -   0.99995587  x   0.99998825  =   0.99994412
 FD1015!UTM  16      -   0.99995587  x   0.99963432  =   0.99959021
 FD1015
 FD1015|---------------------------------------------------------------------|
 FD1015| PID    Reference Object                     Distance      Geod. Az  |
 FD1015|                                                           dddmmss.s |
 FD1015| FD1014 NATCHEZ RM 2                         55.236 METERS 01256     |
 FD1015| FD1342 NATCHEZ RM 3                          5.340 METERS 06925     |
 FD1015| FD1016 NATCHEZ RM 1                         28.122 METERS 14926     |
 FD1015| FD1341 NATCHEZ AZ MK RESET                                1811715.6 |
 FD1015| FD1013 NATCHEZ AZ MK                                      3130613.7 |
 FD1015|---------------------------------------------------------------------|
 FD1015
 FD1015                          SUPERSEDED SURVEY CONTROL
 FD1015
 FD1015  NAD 83(1995)-  35 19 15.17563(N)    087 34 50.28428(W) AD(       ) 2
 FD1015  NAD 83(1995)-  35 19 15.17560(N)    087 34 50.28419(W) AD(       ) 2
 FD1015  NAD 83(1995)-  35 19 15.17664(N)    087 34 50.28406(W) AD(       ) 2
 FD1015  NAD 83(1986)-  35 19 15.18193(N)    087 34 50.28276(W) AD(       ) 2
 FD1015  NAD 27      -  35 19 14.90080(N)    087 34 50.21250(W) AD(       ) 2
 FD1015  NGVD 29 (??/??/92)  308.936  (m)         1013.57   (f) ADJ UNCH    2 0
 FD1015
 FD1015.Superseded values are not recommended for survey control.
 FD1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1015.See file dsdata.txt to determine how the superseded data were derived.
 FD1015
 FD1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE4722408783(NAD 83)
 FD1015_MARKER: DD = SURVEY DISK
 FD1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1015_STAMPING: NATCHEZ 1962
 FD1015_MARK LOGO: TNHD  
 FD1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1015+STABILITY: SURFACE MOTION
 FD1015
 FD1015  HISTORY     - Date     Condition        Report By
 FD1015  HISTORY     - 1962     MONUMENTED       TNHD
 FD1015  HISTORY     - 1962     GOOD             CGS
 FD1015  HISTORY     - 1978     GOOD             NGS
 FD1015  HISTORY     - 1978     GOOD             TNDT
 FD1015
 FD1015                          STATION DESCRIPTION
 FD1015
 FD1015'DESCRIBED BY TN HIGHWAY DEPT 1962 (CEG)
 FD1015'THE STATION IS LOCATED ABOUT 12 MILES EAST OF WAYNESBORO.
 FD1015'
 FD1015'TO REACH THE STATION FROM WAYNE COUNTY COURTHOUSE IN WAYNESBORO, GO
 FD1015'12.1 MILES EAST ON U S
 FD1015'HIGHWAY 64 TO THE NATCHEZ TRACE PARKWAY BRIDGE AND THE
 FD1015'STATION ON THE RIGHT.
 FD1015'
 FD1015'THE STATION IS 53 FEET EAST OF A 24-INCH OAK TREE, 33 FEET WEST OF
 FD1015'THE APPROXIMATE
 FD1015'CENTER OF THE SOUTH END OF THE NATCHEZ TRACE PARKWAY
 FD1015'BRIDGE, 18.9 FEET SOUTH OF A
 FD1015'WITNESS POST, AND 14.5 FEET WEST OF THE
 FD1015'SOUTHWEST CORNER OF THE BRIDGE.  SURFACE AND
 FD1015'UNDERGROUND MARKS ARE
 FD1015'THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE
 FD1015'SURFACE MARK DISK IS SET
 FD1015'IN A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
 FD1015'
 FD1015'REFERENCE MARK NO 1 IS 65 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FD1015'THE SOUTH END OF THE NATCHEZ
 FD1015'TRACE PARKWAY BRIDGE AND 27 FEET EAST OF THE
 FD1015'APPROXIMATE CENTER OF NATCHEZ TRACE
 FD1015'PARKWAY.  THE MARK IS A STANDARD
 FD1015'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 FD1015'SQUARE, FLUSH,
 FD1015'CONCRETE MONUMENT AND THE DISK IS STAMPED NATCHEZ RM 1 1962.
 FD1015'
 FD1015'REFERENCE MARK NO 2 IS 90 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 FD1015'HIGHWAY 64 AND 32 FEET
 FD1015'WEST OF THE APPROXIMATE CENTER OF THE NATCHEZ TRACE
 FD1015'PARKWAY BRIDGE.  THE MARK IS A
 FD1015'STANDARD TENNESSEE HIGHWAY DEPARTMENT
 FD1015'DISK SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT
 FD1015'THAT PROJECTS 2
 FD1015'INCHES AND THE DISK IS STAMPED NATCHEZ RM 2 1962.
 FD1015'
 FD1015'THE AZIMUTH MARK IS 60 FEET NORTHWEST OF THE NATCHEZ TRACE PARKWAY
 FD1015'SIGN, 43 FEET NORTH OF
 FD1015'THE APPROXIMATE CENTER OF U S HIGHWAY 64 AND 42 FEET
 FD1015'SOUTHEAST OF A WITNESS POST.
 FD1015'THE MARK IS A STANDARD TENNESSEE
 FD1015'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 FD1015'SQUARE, FLUSH, CONCRETE
 FD1015'MONUMENT AND THE DISK IS STAMPED NATCHEZ AZI 1962.
 FD1015'
 FD1015'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE WEST ON U S
 FD1015'HIGHWAY 64 TO THE MARK ON THE RIGHT.
 FD1015'
 FD1015'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 FD1015'
 FD1015'HEIGHT OF LIGHT ABOVE STATION MARK 31.03 METERS.
 FD1015
 FD1015                          STATION RECOVERY (1962)
 FD1015
 FD1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FD1015'12 MI E FROM WAYNESBORO.
 FD1015'FROM THE WAYNE COUNTY COURT HOUSE IN WAYNESBORO, GO EAST ON U.S.
 FD1015'HIGHWAY 64 FOR 12.1 MILES TO THE NATCHEZ TRACE PARKWAY BRIDGE
 FD1015'AND THE MARK ON THE RIGHT.  THE STATION MARK IS 33 FEET WEST OF
 FD1015'THE CENTERLINE OF A PAVED ROAD AT THE SOUTH END OF THE NATCHEZ
 FD1015'TRACE PARKWAY BRIDGE, 53 FEET EAST OF A 24-INCH OAK TREE, 14.5
 FD1015'FEET WEST OF THE SOUTHWEST CORNER OF THE BRIDGE AND 19 FEET
 FD1015'SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1015'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT,
 FD1015'FLUSH WITH THE GROUND.
 FD1015
 FD1015                          STATION RECOVERY (1978)
 FD1015
 FD1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FD1015'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 FD1015'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED
 FD1015'DESTROYED BY GRADING.  THE DIRECTION TO REFERENCE MARK 1 CHECKED
 FD1015'BUT THE 1962 DISTANCE HAD TO BE USED DUE TO HEAVY TRAFFIC.
 FD1015'REFERENCE MARK 3 WAS SET.  THE AZIMUTH MARK WAS IN THE WAY OF
 FD1015'ROAD WORK AND WAS DESTROYED AFTER A NEW AZIMUTH MARK WAS SET.  A NEW
 FD1015'DESCRIPTION FOLLOWS--
 FD1015'
 FD1015'THE STATION IS LOCATED 12.1 MILES EAST OF WAYNESBORO, IN THE
 FD1015'SOUTHWEST ANGLE OF THE INTERSECTION OF U. S. HIGHWAY 64 AND THE
 FD1015'NATCHEZ TRACE PARKWAY, 53 FEET EAST OF A 24 INCH OAK TREE, 15 FEET
 FD1015'WEST OF THE SOUTHWEST CORNER OF BRIDGE (OVERPASS OF NATCHEZ TRACE
 FD1015'PARKWAY OVER HIGHWAY 64) AND 33 FEET WEST OF THE CENTERLINE OF
 FD1015'THE PARKWAY.  THE MONUMENT IS FLUSH AND THE DISK A STANDARD TENN.
 FD1015'HWY.  DEPT. IS STAMPED NATCHEZ 1962.
 FD1015'
 FD1015'REFERENCE MARK 1 IS A STANDARD TENN. HWY. DEPT. DISK SET IN THE TOP
 FD1015'OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND, STAMPED NATCHEZ
 FD1015'RM-1 1962, 65 FEET SOUTHEAST OF THE CENTER OF THE SOUTH END OF THE
 FD1015'OVERPASS AND 27 FEET EAST OF THE CENTERLINE OF THE PARKWAY.
 FD1015'
 FD1015'REFERENCE MARK 3 IS A STANDARD NGS DISK SET IN A DRILL HOLE IN THE
 FD1015'TOP OF THE CONCRETE WALK OF THE SOUTHWEST ABUTTMENT OF THE OVERPASS,
 FD1015'15 FEET NORTH OF THE SOUTHWEST END OF THE OVERPASS AND 15 FEET WEST
 FD1015'OF THE CENTERLINE OF THE OVERPASS.  THE DISK IS STAMPED NATCHEZ
 FD1015'THD 1962 NO 3 1978.
 FD1015'
 FD1015'THE AZIMUTH MARK IS LOCATED 0.25 MILE SOUTH ALONG THE PARKWAY FROM
 FD1015'THE STATION, A STANDARD NGS DISK STAMPED NATCHEZ THD 1962 NO 2 1978,
 FD1015'SET ON THE TOP AND IN THE EAST END OF A CONCRETE HEADWALL, 1 FOOT
 FD1015'WEST OF THE EAST END, 54 FEET EAST OF THE CENTERLINE OF THE
 FD1015'PARKWAY AND 32 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 64
 FD1015'EXIT RAMP.
 FD1015'
 FD1015'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES EAST OF
 FD1015'WAYNESBORO.
 FD1015'
 FD1015'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FD1015
 FD1015                          STATION RECOVERY (1978)
 FD1015
 FD1015'RECOVERY NOTE BY TN DEPT OF TRANSP 1978
 FD1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2229 ***********************************************************************
 FE2229  DESIGNATION -  NATCHEZ
 FE2229  PID         -  FE2229
 FE2229  STATE/COUNTY-  TN/HENDERSON
 FE2229  USGS QUAD   -  YUMA (1986)
 FE2229
 FE2229                         *CURRENT SURVEY CONTROL
 FE2229  ___________________________________________________________________
 FE2229* NAD 83(1995)-  35 47 04.48666(N)    088 16 31.04113(W)     ADJUSTED  
 FE2229* NAVD 88     -       214.5    (meters)     704.     (feet)  VERTCON   
 FE2229  ___________________________________________________________________
 FE2229  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FE2229  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2229
 FE2229  HORZ ORDER  -  SECOND
 FE2229
 FE2229.The horizontal coordinates were established by classical geodetic methods
 FE2229.and adjusted by the National Geodetic Survey in April 1999..
 FE2229
 FE2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2229
 FE2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2229
 FE2229.The geoid height was determined by GEOID03.
 FE2229
 FE2229;                    North         East     Units Scale Factor Converg.
 FE2229;SPC TN       -   163,405.193   394,324.123   MT  0.99994877   -1 19 55.4
 FE2229;SPC TN       -   536,105.20  1,293,711.73   sFT  0.99994877   -1 19 55.4
 FE2229;UTM  16      - 3,960,805.707   384,746.402   MT  0.99976368   -0 44 44.9
 FE2229
 FE2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2229!SPC TN       -   0.99997077  x   0.99994877  =   0.99991954
 FE2229!UTM  16      -   0.99997077  x   0.99976368  =   0.99973445
 FE2229
 FE2229:                Primary Azimuth Mark                     Grid Az
 FE2229:SPC TN       -  NATCHEZ AZ MK                            009 24 59.4
 FE2229:UTM  16      -  NATCHEZ AZ MK                            008 49 48.9
 FE2229
 FE2229|---------------------------------------------------------------------|
 FE2229| PID    Reference Object                     Distance      Geod. Az  |
 FE2229|                                                           dddmmss.s |
 FE2229| CG4645 NATCHEZ AZ MK                                      0080504.0 |
 FE2229| FE2227 AMS 232                              45.583 METERS 01329     |
 FE2229| CG4646 NATCHEZ RM 1                         24.822 METERS 08311     |
 FE2229| FE2228 NATCHEZ STATE PARK LOT WT 21        APPROX. 1.9 KM 1851616.1 |
 FE2229| FE2231 DOUGLAS                             APPROX.15.8 KM 2740717.9 |
 FE2229|---------------------------------------------------------------------|
 FE2229
 FE2229                          SUPERSEDED SURVEY CONTROL
 FE2229
 FE2229  NAD 83(1995)-  35 47 04.48873(N)    088 16 31.04758(W) AD(       ) 2
 FE2229  NAD 83(1986)-  35 47 04.49678(N)    088 16 31.04199(W) AD(       ) 2
 FE2229  NAD 27      -  35 47 04.26220(N)    088 16 30.88280(W) AD(       ) 2
 FE2229  NGVD 29 (07/19/86)  214.5    (m)          704.     (f) VERT ANG       
 FE2229
 FE2229.Superseded values are not recommended for survey control.
 FE2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2229.See file dsdata.txt to determine how the superseded data were derived.
 FE2229
 FE2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8474660806(NAD 83)
 FE2229_MARKER: DS = TRIANGULATION STATION DISK
 FE2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2229
 FE2229  HISTORY     - Date     Condition        Report By
 FE2229  HISTORY     - 1959     MONUMENTED       CGS
 FE2229  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FE2229  HISTORY     - 1972     GOOD             TVA
 FE2229
 FE2229                          STATION DESCRIPTION
 FE2229
 FE2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2229'THE STATION IS LOCATED IN THE NATCHEZ STATE FOREST ABOUT 21 MILES
 FE2229'SOUTH-SOUTHWEST OF CAMDEN AND 1 MILE NORTH OF THE STATE FOREST
 FE2229'PARK HEADQUARTERS. IT IS 132 FEET EAST OF THE CENTER OF A GRAVELED
 FE2229'ROAD, 25 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 2 FEET
 FE2229'NORTHEAST OF A WITNESS POST. IT IS A STANDARD DISK SET IN THE TOP OF
 FE2229'A SQUARE CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 FE2229'IS STAMPED NATCHEZ 1959.
 FE2229'
 FE2229'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF A GRAVELED ROAD. IT IS A
 FE2229'STANDARD DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 FE2229'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED NATCHEZ NO 1
 FE2229'1959.
 FE2229'
 FE2229'AMS 232 1946 US-TVA MARK WAS USED AS REFERENCE MARK NO. 2. IT IS 60
 FE2229'FEET EAST OF A GRAVELED ROAD AND 21 FEET SOUTHWEST OF A GRAVELED
 FE2229'ROAD. IT IS A SQUARE BRONZE TABLET SET IN THE TOP OF A SQUARE
 FE2229'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 FE2229'STAMPED AMS 232 1946 US-TVA.
 FE2229'
 FE2229'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 FE2229'2 FEET SOUTHEAST OF A WITNESS POST. IT IS A STANDARD DISK SET
 FE2229'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 FE2229'GROUND AND IS STAMPED NATCHEZ 1959.
 FE2229'
 FE2229'TO REACH THE STATION FROM THE NATCHEZ STATE FOREST PARK HEADQUARTERS,
 FE2229'GO NORTH ON THE CAMDEN ROAD FOR 0.15 MILE TO A FORK, TAKE RIGHT
 FE2229'FORK AND GO 1.2 MILES TO A T ROAD RIGHT AND SIGN TAYLOR TRAIL, TURN
 FE2229'RIGHT AND GO ABOUT 40 YARDS TO THE MARK AS DESCRIBED.
 FE2229'
 FE2229'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 FE2229'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FE2229'
 FE2229'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FE2229
 FE2229                          STATION RECOVERY (1968)
 FE2229
 FE2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FE2229'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 FE2229'CONDITION. THE STATION AND ALL MARKS WERE IN DANGER OF BEING
 FE2229'DESTROYED BY THE CONSTRUCTION OF A NEW ROAD LEADING INTO THE NATCHEZ
 FE2229'TRACE STATE FOREST PARK HEADQUARTERS FROM INTERSTATE ROUTE 40.
 FE2229'A MINOR CHANGE WAS REQUESTED IN THE ALIGNMENT FOR THIS ROAD AND THE
 FE2229'CHANGE ALLOWED. THIS STATION AND ALL MARKS ARE NOW COMPLETELY
 FE2229'SAFE FOR FUTURE USE IN THEIR EXACT ORIGINAL POSITIONS.
 FE2229'
 FE2229'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FE2229'
 FE2229'THE STATION IS LOCATED IN THE NATCHEZ TRACE STATE FOREST PARK ABOUT
 FE2229'21 MILES SOUTH-SOUTHWEST OF CAMDEN, 17 MILES SOUTHEAST OF
 FE2229'HUNTINGDON, 11 MILES NORTH-NORTHWEST OF PARSONS, 11 MILES
 FE2229'NORTH-NORTHEAST OF LEXINGTON, 2.6 MILES SOUTH OF THE NATCHEZ
 FE2229'TRACE PARK HEADQUARTERS ROAD AND INTERSTATE ROUTE 40 INTERCHANGE, AND
 FE2229'1.35 MILES NORTH OF THE PARK HEADQUARTERS COMPLEX.
 FE2229'
 FE2229'TO REACH THE STATION FROM THE NATCHEZ TRACE STATE FOREST PARK
 FE2229'HEADQUARTERS OFFICE, GO NORTHERLY ON A PAVED ROAD FOR 0.15 OF A
 FE2229'MILE TO A FORK. HERE KEEP THE RIGHT FORK AND CONTINUE NORTHERLY ON
 FE2229'THE PAVED ROAD FOR 1.2 MILES TO A GRADED T ROAD RIGHT AND SIGN
 FE2229'TAYLORS TRAIL, AND THE STATION ABOUT 45 YARDS ON THE RIGHT IN THE
 FE2229'SOUTHEAST ANGLE OF THIS INTERSECTION.
 FE2229'
 FE2229'THE STATION IS 136 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 FE2229'THE INTERSECTION OF THE PAVED ROAD AND TAYLORS TRAIL, 28 FEET
 FE2229'SOUTH OF THE APPROXIMATE CENTER OF TAYLORS TRAIL, ABOUT 5 FEET ABOVE
 FE2229'THE LEVEL OF THE ROAD, AND 0.7 OF A FOOT NORTH OF A METAL WITNESS
 FE2229'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2229'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 FE2229'NATCHEZ 1959.
 FE2229'
 FE2229'REFERENCE MARK NO. 1 IS 217 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 FE2229'CENTER OF THE INTERSECTION OF THE PAVED ROAD AND TAYLORS TRAIL,
 FE2229'18 FEET SOUTH OF THE APPROXIMATE CENTER OF TAYLORS TRAIL, ABOUT 3
 FE2229'FEET ABOVE THE LEVEL OF THE ROAD, AND 0.7 OF A FOOT NORTH OF A
 FE2229'METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF
 FE2229'A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 FE2229'THE DISK IS STAMPED NATCHEZ NO 1 1959.
 FE2229'
 FE2229'AMS 232 1946 US-TVA MARK WAS USED AS REFERENCE MARK NO. 2. IT IS IN A
 FE2229'SMALL WOODED TRIANGLE FORMED BY A LEAD-IN SHUNT ROAD, TAYLORS
 FE2229'TRAIL AND THE PAVED ROAD NORTH OF THE STATION, 49 FEET EAST OF THE
 FE2229'APPROXIMATE CENTER OF THE PAVED ROAD, 19 FEET SOUTHWEST OF THE
 FE2229'APPROXIMATE CENTER OF THE SHUNT ROAD, AND 0.8 OF A FOOT NORTH OF A
 FE2229'METAL WITNESS POST AND SIGN. IT IS A 2-1/2 X 2-1/2 INCH SQUARE BRONZE
 FE2229'TABLET SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT THAT
 FE2229'PROJECTS 5 INCHES AND THE TABLET IS STAMPED AMS 232 1946 US-TVA.
 FE2229'
 FE2229'THE AZIMUTH MARK IS ALONG THE WEST RIGHT-OF-WAY OF THE PAVED ROAD
 FE2229'ABOUT 0.15 OF A MILE NORTH OF THE STATION, 48 FEET EAST OF A
 FE2229'16-INCH WHITE OAK TREE, 38 FEET WEST OF THE APPROXIMATE CENTER OF THE
 FE2229'PAVED ROAD, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND 0.9
 FE2229'OF A FOOT EAST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD
 FE2229'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 FE2229'PROJECTS 2 INCHES AND THE DISK IS STAMPED NATCHEZ 1959.
 FE2229'
 FE2229'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY ON THE
 FE2229'PAVED ROAD FOR 0.15 OF A MILE TO THE MARK ON THE LEFT AS
 FE2229'DESCRIBED.
 FE2229'
 FE2229'DUE TO THE DENSE WOODS ON LINE BETWEEN REFERENCE MARK NO. 1 AND AMS
 FE2229'232 1946 US-TVA MARK, NO EFFORT WAS MADE TO MEASURE BETWEEN
 FE2229'THESE MARKS.
 FE2229'
 FE2229'NOTE- THE ROAD REFERRED TO AS THE PAVED ROAD IN THIS DESCRIPTION IS
 FE2229'UNDER CONSTRUCTION AND WILL BE PAVED IN ITS ENTIRETY WHEN
 FE2229'CONSTRUCTION IS COMPLETED.
 FE2229'
 FE2229'THIS WAS NOT AN OCCUPIED STATION.
 FE2229'
 FE2229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 11 MILES NNE.
 FE2229'OF LEXINGTON.
 FE2229
 FE2229                          STATION RECOVERY (1972)
 FE2229
 FE2229'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (LT)
 FE2229'CONDITION OF POINT WHEN FOUND GOOD.
 FE2229'
 FE2229'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT NATCHEZ 1959.
 FE2229'
 FE2229'ORIG DESC IS GOOD.
 FE2229'
 FE2229'NATCHEZ AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 FE2229'
 FE2229'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT NATCHEZ 1959.
 FE2229'
 FE2229'ADD--
 FE2229'5 FT HIGHER THAN ROAD.
 FE2229'
 FE2229'NATCHEZ RM 1-CONDITION OF POINT WHEN FOUND GOOD.
 FE2229'
 FE2229'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT NATCHEZ NO. 1
 FE2229'1959.
 FE2229'
 FE2229'ADD--
 FE2229'19.6 S 65 W OF 10 INCH POST OAK.
 FE2229'
 FE2229'DISTANCE AND DIRECTION FROM NEAREST TOWN 1.4 MILES NORTH OF
 FE2229'NATCHEZ TRACE PARK HDQRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1016 ***********************************************************************
 FD1016  DESIGNATION -  NATCHEZ RM 1
 FD1016  PID         -  FD1016
 FD1016  STATE/COUNTY-  TN/WAYNE
 FD1016  USGS QUAD   -  OVILLA (1976)
 FD1016
 FD1016                         *CURRENT SURVEY CONTROL
 FD1016  ___________________________________________________________________
 FD1016* NAD 83(1986)-  35 19 16.     (N)    087 34 51.     (W)     SCALED    
 FD1016* NAVD 88     -       308.941  (meters)    1013.58   (feet)  ADJUSTED  
 FD1016  ___________________________________________________________________
 FD1016  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD1016  DYNAMIC HT  -         308.649 (meters)    1012.63  (feet)  COMP
 FD1016  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 FD1016
 FD1016  VERT ORDER  -  SECOND    CLASS 0
 FD1016
 FD1016.The horizontal coordinates were scaled from a topographic map and have
 FD1016.an estimated accuracy of +/- 6 seconds.
 FD1016
 FD1016.The orthometric height was determined by differential leveling
 FD1016.and adjusted by the National Geodetic Survey in June 1991..
 FD1016
 FD1016.The geoid height was determined by GEOID03.
 FD1016
 FD1016.The dynamic height is computed by dividing the NAVD 88
 FD1016.geopotential number by the normal gravity value computed on the
 FD1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1016.degrees latitude (g = 980.6199 gals.).
 FD1016
 FD1016.The modeled gravity was interpolated from observed gravity values.
 FD1016
 FD1016;                    North         East    Units  Estimated Accuracy
 FD1016;SPC TN       -   110,760.      456,260.      MT  (+/- 180 meters Scaled)
 FD1016
 FD1016                          SUPERSEDED SURVEY CONTROL
 FD1016
 FD1016  NGVD 29 (??/??/92)  308.900  (m)         1013.45   (f) ADJ UNCH    2 0
 FD1016
 FD1016.Superseded values are not recommended for survey control.
 FD1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1016.See file dsdata.txt to determine how the superseded data were derived.
 FD1016
 FD1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE472088(NAD 83)
 FD1016_MARKER: DD = SURVEY DISK
 FD1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1016_STAMPING: NATCHEZ RM 1 1962
 FD1016_MARK LOGO: TNHD  
 FD1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1016+STABILITY: SURFACE MOTION
 FD1016
 FD1016  HISTORY     - Date     Condition        Report By
 FD1016  HISTORY     - 1962     MONUMENTED       TNHD
 FD1016  HISTORY     - 1978     GOOD
 FD1016
 FD1016                          STATION DESCRIPTION
 FD1016
 FD1016'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1016'12 MI E FROM WAYNESBORO.
 FD1016'THIS MARK IS LOCATED AT THE NATCHEZ 1962 STATION SITE, 27 FEET
 FD1016'EAST OF THE CENTERLINE OF NATCHEZ TRACE PARKWAY, 65 FEET SOUTHEAST
 FD1016'OF THE SOUTH END OF THE NATCHEZ TRACE PARKWAY BRIDGE AND 92 FEET
 FD1016'SOUTHEAST OF THE STATION.  THE MARK IS A STANDARD TENNESSEE
 FD1016'HIGHWAY DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE
 FD1016'MONUMENT, FLUSH WITH THE GROUND.
 FD1016
 FD1016                          STATION RECOVERY (1978)
 FD1016
 FD1016'RECOVERED 1978
 FD1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1014 ***********************************************************************
 FD1014  DESIGNATION -  NATCHEZ RM 2
 FD1014  PID         -  FD1014
 FD1014  STATE/COUNTY-  TN/WAYNE
 FD1014  USGS QUAD   -  OVILLA (1976)
 FD1014
 FD1014                         *CURRENT SURVEY CONTROL
 FD1014  ___________________________________________________________________
 FD1014* NAD 83(1986)-  35 19 20.     (N)    087 34 57.     (W)     SCALED    
 FD1014* NAVD 88     -       304.466  (meters)     998.90   (feet)  ADJUSTED  
 FD1014  ___________________________________________________________________
 FD1014  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD1014  DYNAMIC HT  -         304.178 (meters)     997.96  (feet)  COMP
 FD1014  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 FD1014
 FD1014  VERT ORDER  -  SECOND    CLASS 0
 FD1014
 FD1014.The horizontal coordinates were scaled from a topographic map and have
 FD1014.an estimated accuracy of +/- 6 seconds.
 FD1014
 FD1014.The orthometric height was determined by differential leveling
 FD1014.and adjusted by the National Geodetic Survey in June 1991..
 FD1014
 FD1014.The geoid height was determined by GEOID03.
 FD1014
 FD1014.The dynamic height is computed by dividing the NAVD 88
 FD1014.geopotential number by the normal gravity value computed on the
 FD1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD1014.degrees latitude (g = 980.6199 gals.).
 FD1014
 FD1014.The modeled gravity was interpolated from observed gravity values.
 FD1014
 FD1014;                    North         East    Units  Estimated Accuracy
 FD1014;SPC TN       -   110,880.      456,110.      MT  (+/- 180 meters Scaled)
 FD1014
 FD1014                          SUPERSEDED SURVEY CONTROL
 FD1014
 FD1014  NGVD 29 (??/??/92)  304.426  (m)          998.77   (f) ADJ UNCH    2 0
 FD1014
 FD1014.Superseded values are not recommended for survey control.
 FD1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1014.See file dsdata.txt to determine how the superseded data were derived.
 FD1014
 FD1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE470089(NAD 83)
 FD1014_MARKER: DD = SURVEY DISK
 FD1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD1014_STAMPING: NATCHEZ RM 2 1962
 FD1014_MARK LOGO: TNHD  
 FD1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1014+STABILITY: SURFACE MOTION
 FD1014
 FD1014  HISTORY     - Date     Condition        Report By
 FD1014  HISTORY     - 1962     MONUMENTED       TNHD
 FD1014  HISTORY     - 1978     MARK NOT FOUND
 FD1014
 FD1014                          STATION DESCRIPTION
 FD1014
 FD1014'DESCRIBED BY TN HIGHWAY DEPT 1962
 FD1014'12 MI E FROM WAYNESBORO.
 FD1014'THIS MARK IS LOCATED AT THE NATCHEZ 1962 STATION SITE, 90 FEET
 FD1014'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 32 FEET WEST OF THE
 FD1014'CENTER OF THE NATCHEZ TRACE PARKWAY BRIDGE AND 181 FEET NORTH
 FD1014'OF THE STATION.  THE MARK IS A STANDARD TENNESSEE HIGHWAY
 FD1014'DEPARTMENT DISK SET IN TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT
 FD1014'THAT PROJECTS 2-INCHES ABOVE THE GROUND.
 FD1014
 FD1014                          STATION RECOVERY (1978)
 FD1014
 FD1014'RECOVERED 1978
 FD1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1342 ***********************************************************************
 FD1342  DESIGNATION -  NATCHEZ RM 3
 FD1342  PID         -  FD1342
 FD1342  STATE/COUNTY-  TN/WAYNE
 FD1342  USGS QUAD   -  OVILLA (1976)
 FD1342
 FD1342                         *CURRENT SURVEY CONTROL
 FD1342  ___________________________________________________________________
 FD1342* NAD 83(1986)-  35 19 20.     (N)    087 34 57.     (W)     SCALED    
 FD1342* NAVD 88     -       309.97   (meters)    1017.0    (feet)  RESET     
 FD1342  ___________________________________________________________________
 FD1342  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FD1342
 FD1342  VERT ORDER  -  THIRD
 FD1342
 FD1342.The horizontal coordinates were scaled from a topographic map and have
 FD1342.an estimated accuracy of +/- 6 seconds.
 FD1342
 FD1342.The orthometric height was computed from unverified reset data.
 FD1342.No vertical observational check was made to the station.
 FD1342
 FD1342.The geoid height was determined by GEOID03.
 FD1342
 FD1342;                    North         East    Units  Estimated Accuracy
 FD1342;SPC TN       -   110,880.      456,110.      MT  (+/- 180 meters Scaled)
 FD1342
 FD1342                          SUPERSEDED SURVEY CONTROL
 FD1342
 FD1342  NGVD 29 (10/12/01)  309.93   (m)         1016.8    (f) RESET       3  
 FD1342
 FD1342.Superseded values are not recommended for survey control.
 FD1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1342.See file dsdata.txt to determine how the superseded data were derived.
 FD1342
 FD1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE470089(NAD 83)
 FD1342_MARKER: DB = BENCH MARK DISK
 FD1342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FD1342_SP_SET: ABUTMENT
 FD1342_STAMPING: NATCHEZ THD 1962 NO 3 1978
 FD1342_MARK LOGO: NGS   
 FD1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1342+STABILITY: SURFACE MOTION
 FD1342
 FD1342  HISTORY     - Date     Condition        Report By
 FD1342  HISTORY     - 1978     MONUMENTED       NGS
 FD1342
 FD1342                          STATION DESCRIPTION
 FD1342
 FD1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FD1342'12.1 MI EAST FROM WAYNESBORO.
 FD1342'12.1 MILES EAST OF WAYNESBORO, IN THE CONCRETE WALK OF THE SOUTHWEST
 FD1342'ABUTMENT OF THE OVERPASS BRIDGE OF THE NATCHEZ TRACE PARKWAY OF
 FD1342'U.S. HIGHWAY 64, 15 FEET NORTH OF THE SOUTHWEST END OF THE OVERPASS
 FD1342'AND 15 FEET WEST OF THE CENTER OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2228 ***********************************************************************
 FE2228  DESIGNATION -  NATCHEZ STATE PARK LOT WT 21
 FE2228  PID         -  FE2228
 FE2228  STATE/COUNTY-  TN/HENDERSON
 FE2228  USGS QUAD   -  YUMA (1986)
 FE2228
 FE2228                         *CURRENT SURVEY CONTROL
 FE2228  ___________________________________________________________________
 FE2228* NAD 83(1995)-  35 46 01.55380(N)    088 16 38.16521(W)     ADJUSTED  
 FE2228* NAVD 88     -                                                        
 FE2228  ___________________________________________________________________
 FE2228  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FE2228  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2228
 FE2228  HORZ ORDER  -  THIRD
 FE2228
 FE2228.The horizontal coordinates were established by classical geodetic methods
 FE2228.and adjusted by the National Geodetic Survey in April 1999..
 FE2228
 FE2228
 FE2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2228
 FE2228.The geoid height was determined by GEOID03.
 FE2228
 FE2228;                    North         East     Units Scale Factor Converg.
 FE2228;SPC TN       -   161,470.337   394,100.144   MT  0.99994908   -1 19 59.5
 FE2228;SPC TN       -   529,757.26  1,292,976.89   sFT  0.99994908   -1 19 59.5
 FE2228;UTM  16      - 3,958,869.019   384,542.275   MT  0.99976426   -0 44 47.9
 FE2228
 FE2228                          SUPERSEDED SURVEY CONTROL
 FE2228
 FE2228  NAD 83(1995)-  35 46 01.55595(N)    088 16 38.17181(W) AD(       ) 4
 FE2228  NAD 83(1986)-  35 46 01.56404(N)    088 16 38.16617(W) AD(       ) 4
 FE2228  NAD 27      -  35 46 01.32500(N)    088 16 38.00700(W) AD(       ) 3
 FE2228
 FE2228.Superseded values are not recommended for survey control.
 FE2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2228.See file dsdata.txt to determine how the superseded data were derived.
 FE2228
 FE2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE8454258869(NAD 83)
 FE2228_MARKER: 57 = LOOKOUT TOWER
 FE2228
 FE2228  HISTORY     - Date     Condition        Report By
 FE2228  HISTORY     - 1959     FIRST OBSERVED   CGS
 FE2228  HISTORY     - 1972     GOOD             TVA
 FE2228
 FE2228                          STATION DESCRIPTION
 FE2228
 FE2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2228'THE STATION IS LOCATED AT THE NATCHEZ STATE FOREST PARK HEADQUARTERS
 FE2228'ABOUT 25 MILES SOUTHWEST OF CAMDEN AND 9 MILES SOUTHEAST OF
 FE2228'CLARKSVILLE.
 FE2228'
 FE2228'THE TOWER IS A GLASS ENCLOSED CAGE SUPPORTED BY A FOUR-LEGGED STEEL
 FE2228'STRUCTURE, IS PAINTED GREY AND HAS AN OVER-ALL HEIGHT OF 100
 FE2228'FEET. THE TOP AND CENTER OF THE CAGE WAS THE POINT INTERSECTED.
 FE2228
 FE2228                          STATION RECOVERY (1972)
 FE2228
 FE2228'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (LT)
 FE2228'CONDITION OF POINT WHEN FOUND GOOD.
 FE2228'
 FE2228'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT APEX OF TOWER.
 FE2228'
 FE2228'ORIG DESC IS GOOD.
 FE2228'
 FE2228'DISTANCE AND DIRECTION FROM NEAREST TOWN NATCHEZ TRACE PARK HDQRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2620 ***********************************************************************
 GC2620  DESIGNATION -  NATHAN FORREST MON PILOT KNOB
 GC2620  PID         -  GC2620
 GC2620  STATE/COUNTY-  TN/BENTON
 GC2620  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2620
 GC2620                         *CURRENT SURVEY CONTROL
 GC2620  ___________________________________________________________________
 GC2620* NAD 83(1995)-  36 05 18.46665(N)    087 58 26.49660(W)     ADJUSTED  
 GC2620* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 GC2620  ___________________________________________________________________
 GC2620  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GC2620  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GC2620
 GC2620  HORZ ORDER  -  SECOND
 GC2620
 GC2620.The horizontal coordinates were established by classical geodetic methods
 GC2620.and adjusted by the National Geodetic Survey in April 1999..
 GC2620
 GC2620.The orthometric height was scaled from a topographic map.
 GC2620
 GC2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2620
 GC2620.The geoid height was determined by GEOID03.
 GC2620
 GC2620;                    North         East     Units Scale Factor Converg.
 GC2620;SPC TN       -   196,523.707   422,232.935   MT  0.99995823   -1 09 20.4
 GC2620;SPC TN       -   644,761.53  1,385,275.89   sFT  0.99995823   -1 09 20.4
 GC2620;UTM  16      - 3,994,199.429   412,310.121   MT  0.99969475   -0 34 25.6
 GC2620
 GC2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2620!SPC TN       -   0.99997247  x   0.99995823  =   0.99993070
 GC2620!UTM  16      -   0.99997247  x   0.99969475  =   0.99966723
 GC2620
 GC2620                          SUPERSEDED SURVEY CONTROL
 GC2620
 GC2620  NAD 83(1995)-  36 05 18.46887(N)    087 58 26.50115(W) AD(       ) 2
 GC2620  NAD 83(1995)-  36 05 18.46891(N)    087 58 26.50239(W) AD(       ) 2
 GC2620  NAD 83(1986)-  36 05 18.47631(N)    087 58 26.49779(W) AD(       ) 2
 GC2620  NAD 27      -  36 05 18.26200(N)    087 58 26.38200(W) AD(       ) 2
 GC2620
 GC2620.Superseded values are not recommended for survey control.
 GC2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2620.See file dsdata.txt to determine how the superseded data were derived.
 GC2620
 GC2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1231094199(NAD 83)
 GC2620_MARKER: 70 = MONUMENT
 GC2620
 GC2620  HISTORY     - Date     Condition        Report By
 GC2620  HISTORY     - 1934     FIRST OBSERVED   CGS
 GC2620  HISTORY     - 1968     GOOD             CGS
 GC2620  HISTORY     - 1987     GOOD             USPSQD
 GC2620
 GC2620                          STATION DESCRIPTION
 GC2620
 GC2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GC2620'SEE STATION PILOT
 GC2620
 GC2620                          STATION RECOVERY (1968)
 GC2620
 GC2620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2620'THIS STATION WAS RECOVERED AND IS IN GOOD CONDITION.
 GC2620'
 GC2620'A TRAVERSE TIE WAS MADE TO THIS MONUMENT FROM TRIANGULATION STATION
 GC2620'PILOT 1934, THE MEASURED DISTANCE BEING 57.32 FEET (17.471 METERS).
 GC2620'
 GC2620'THE STATION IS AT THE PILOT 1934 TRIANGULATION STATION SITE AND IS A
 GC2620'WHITE MARBLE OBELISK SETTING ON A LARGE GRANITE BASE AND HAS AN
 GC2620'OVER-ALL HEIGHT OF ABOUT 20 FEET.
 GC2620'
 GC2620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2 MILES
 GC2620'NORTHEAST OF EVA.
 GC2620
 GC2620                          STATION RECOVERY (1987)
 GC2620
 GC2620'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLP)
 GC2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2371 ***********************************************************************
 FE2371  DESIGNATION -  NATIONAL
 FE2371  PID         -  FE2371
 FE2371  STATE/COUNTY-  TN/MADISON
 FE2371  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2371
 FE2371                         *CURRENT SURVEY CONTROL
 FE2371  ___________________________________________________________________
 FE2371* NAD 83(1995)-  35 36 52.54138(N)    088 49 08.80459(W)     ADJUSTED  
 FE2371* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 FE2371  ___________________________________________________________________
 FE2371  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FE2371  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2371
 FE2371  HORZ ORDER  -  FIRST
 FE2371
 FE2371.The horizontal coordinates were established by classical geodetic methods
 FE2371.and adjusted by the National Geodetic Survey in April 1999..
 FE2371
 FE2371.The orthometric height was scaled from a topographic map.
 FE2371
 FE2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2371
 FE2371.The geoid height was determined by GEOID03.
 FE2371
 FE2371;                    North         East     Units Scale Factor Converg.
 FE2371;SPC TN       -   145,832.964   344,634.070   MT  0.99995570   -1 39 01.5
 FE2371;SPC TN       -   478,453.65  1,130,686.94   sFT  0.99995570   -1 39 01.5
 FE2371;UTM  16      - 3,942,726.115   335,244.724   MT  0.99993450   -1 03 34.4
 FE2371
 FE2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2371!SPC TN       -   0.99998513  x   0.99995570  =   0.99994083
 FE2371!UTM  16      -   0.99998513  x   0.99993450  =   0.99991963
 FE2371
 FE2371|---------------------------------------------------------------------|
 FE2371| PID    Reference Object                     Distance      Geod. Az  |
 FE2371|                                                           dddmmss.s |
 FE2371| FE2357 JACKSON FIRST BAP CH DOME           271.048 METERS 08450     |
 FE2371| FE2353 JACKSON CITY POLICE RADIO MAST      240.039 METERS 10515     |
 FE2371| CG4647 NATIONAL RM 1                         4.222 METERS 13709     |
 FE2371| CG4648 NATIONAL RM 2                         3.682 METERS 21809     |
 FE2371| FE2327 HOSPITAL                            APPROX. 2.7 KM 3344913.6 |
 FE2371|---------------------------------------------------------------------|
 FE2371
 FE2371                          SUPERSEDED SURVEY CONTROL
 FE2371
 FE2371  NAD 83(1995)-  35 36 52.54631(N)    088 49 08.80948(W) AD(       ) 1
 FE2371  NAD 83(1986)-  35 36 52.55291(N)    088 49 08.80547(W) AD(       ) 1
 FE2371  NAD 27      -  35 36 52.29800(N)    088 49 08.60000(W) AD(       ) 1
 FE2371
 FE2371.Superseded values are not recommended for survey control.
 FE2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2371.See file dsdata.txt to determine how the superseded data were derived.
 FE2371
 FE2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3524542726(NAD 83)
 FE2371_MARKER: DS = TRIANGULATION STATION DISK
 FE2371_SETTING: 0 = UNSPECIFIED SETTING
 FE2371
 FE2371  HISTORY     - Date     Condition        Report By
 FE2371  HISTORY     - 1951     MONUMENTED       CGS
 FE2371
 FE2371                          STATION DESCRIPTION
 FE2371
 FE2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2371'STATION IS LOCATED ON THE ROOF OF THE ELEVATOR SHAFT, ON TOP OF THE
 FE2371'FIRST NATIONAL BANK OF JACKSON BUILDING, LOCATED AT THE NORTHEAST
 FE2371'CORNER OF MARKET AND MAIN STREETS IN THE CITY OF JACKSON. IT IS 10.7
 FE2371'FEET WEST OF THE EAST EDGE OF THE ROOF, 8.3 FEET EAST OF THE WEST
 FE2371'EDGE OF THE ROOF AND 10.5 FEET NORTH OF THE SOUTH EDGE OF THE ROOF.
 FE2371'THE DISK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF AND
 FE2371'STAMPED NATIONAL 1951.
 FE2371'
 FE2371'REFERENCE MARK NO. 1 IS NEAR THE SOUTHEAST CORNER OF THE ROOF OF THE
 FE2371'ELEVATOR SHAFT.  IT IS 0.9 FEET WEST OF THE EAST WALL OF THE ROOF
 FE2371'AND 0.7 FEET NORTH OF THE SOUTH WALL OF THE ROOF.  THE DISK IS
 FE2371'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF AND STAMPED NATIONAL NO
 FE2371'1 1951.
 FE2371'
 FE2371'REFERENCE MARK NO. 2 IS NEAR THE SOUTHWEST CORNER OF THE ROOF OF THE
 FE2371'ELEVATOR SHAFT.  IT IS 0.9 FEET NORTH OF THE SOUTH WALL OF THE ROOF
 FE2371'AND 0.9 FEET EAST OF THE WEST WALL OF THE ROOF.  THE DISK IS CEMENTED
 FE2371'IN A DRILL HOLE IN THE CONCRETE ROOF AND STAMPED NATIONAL NO 2
 FE2371'1951.
 FE2371'
 FE2371'AZIMUTH MARK IS IN THE SIDEWALK IN FRONT OF NO. 217 LAFAYETTE STREET.
 FE2371'IT IS 22.7 FEET EAST OF THE CENTER OF AN ALLEY, 7.4 FEET NORTH OF
 FE2371'THE CURB ON LAFAYETTE STREET AND 5.7 FEET SOUTH OF THE WEST ENTRANCE
 FE2371'TO THE BUILDING.  THE DISK IS SET IN A DRILL HOLE IN THE SIDEWALK AND
 FE2371'STAMPED NATIONAL 1951.
 FE2371'
 FE2371'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2372 ***********************************************************************
 FE2372  DESIGNATION -  NATIONAL AZ MK
 FE2372  PID         -  FE2372
 FE2372  STATE/COUNTY-  TN/MADISON
 FE2372  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2372
 FE2372                         *CURRENT SURVEY CONTROL
 FE2372  ___________________________________________________________________
 FE2372* NAD 83(1995)-  35 36 55.19764(N)    088 49 16.17675(W)     ADJUSTED  
 FE2372* NAVD 88     -       119.78   (meters)     393.0    (feet)  RESET     
 FE2372  ___________________________________________________________________
 FE2372  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FE2372  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FE2372
 FE2372  HORZ ORDER  -  SECOND
 FE2372  VERT ORDER  -  THIRD
 FE2372
 FE2372.The horizontal coordinates were established by classical geodetic methods
 FE2372.and adjusted by the National Geodetic Survey in April 1999..
 FE2372
 FE2372.The orthometric height was computed from unverified reset data.
 FE2372.No vertical observational check was made to the station.
 FE2372
 FE2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2372
 FE2372.The geoid height was determined by GEOID03.
 FE2372
 FE2372;                    North         East     Units Scale Factor Converg.
 FE2372;SPC TN       -   145,920.137   344,450.981   MT  0.99995565   -1 39 05.8
 FE2372;SPC TN       -   478,739.65  1,130,086.26   sFT  0.99995565   -1 39 05.8
 FE2372;UTM  16      - 3,942,811.394   335,060.750   MT  0.99993525   -1 03 38.8
 FE2372
 FE2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2372!SPC TN       -   0.99998563  x   0.99995565  =   0.99994128
 FE2372!UTM  16      -   0.99998563  x   0.99993525  =   0.99992088
 FE2372
 FE2372                          SUPERSEDED SURVEY CONTROL
 FE2372
 FE2372  NAD 83(1995)-  35 36 55.20258(N)    088 49 16.18164(W) AD(       ) 2
 FE2372  NAD 83(1986)-  35 36 55.20913(N)    088 49 16.17763(W) AD(       ) 2
 FE2372  NAD 27      -  35 36 54.95400(N)    088 49 15.97200(W) AD(       ) 2
 FE2372  NGVD 29 (10/12/01)  119.81   (m)          393.1    (f) RESET       3  
 FE2372
 FE2372.Superseded values are not recommended for survey control.
 FE2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2372.See file dsdata.txt to determine how the superseded data were derived.
 FE2372
 FE2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3506142811(NAD 83)
 FE2372_MARKER: DZ = AZIMUTH MARK DISK
 FE2372_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE2372_SP_SET: SIDEWALK
 FE2372_STAMPING: NATIONAL 1951
 FE2372_MARK LOGO: CGS   
 FE2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE2372
 FE2372  HISTORY     - Date     Condition        Report By
 FE2372  HISTORY     - 1951     MONUMENTED       CGS
 FE2372  HISTORY     - 1985     GOOD             NGS
 FE2372  HISTORY     - 1985     GOOD             NGS
 FE2372
 FE2372                          STATION DESCRIPTION
 FE2372
 FE2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 FE2372'STATION IS LOCATED IN THE SIDEWALK IN FRONT OF NO. 217 LAFAYETTE
 FE2372'STREET IN DOWNTOWN JACKSON.  IT IS 22.7 FEET EAST OF THE CENTER OF
 FE2372'AN ALLEY, 7.4 FEET NORTH OF THE CURB ON LAFAYETTE STREET AND 5.7 FEET
 FE2372'SOUTH OF THE WEST ENTRANCE TO THE BUILDING.  THE DISK IS SET IN A
 FE2372'DRILL HOLE IN THE SIDEWALK AND STAMPED NATIONAL 1951.
 FE2372
 FE2372                          STATION RECOVERY (1985)
 FE2372
 FE2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2372'IN JACKSON.
 FE2372'IN DOWNTOWN JACKSON, IN FRONT OF 217 LAFAYETTE STREET, 2.3 M (7.5 FT)
 FE2372'NORTH OF THE CURB ON LAFAYETTE STREET AND 1.7 M (5.6 FT) SOUTH OF THE
 FE2372'WEST ENTRANCE TO THE BUILDING.
 FE2372'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 FE2372
 FE2372                          STATION RECOVERY (1985)
 FE2372
 FE2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FE2372'IN DOWNTOWN JACKSON, IN FRONT OF 217 LAFAYETTE STREET, 2.3 M (7.5 FT)
 FE2372'NORTH OF THE CURB ON LAFAYETTE STREET AND 1.7 M (5.6 FT) SOUTH OF THE
 FE2372'WEST ENTRANCE TO THE BUILDING.
 FE2372'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1107 ***********************************************************************
 GD1107  DESIGNATION -  NAUVOO
 GD1107  PID         -  GD1107
 GD1107  STATE/COUNTY-  TN/DYER
 GD1107  USGS QUAD   -  DYERSBURG (1983)
 GD1107
 GD1107                         *CURRENT SURVEY CONTROL
 GD1107  ___________________________________________________________________
 GD1107* NAD 83(1995)-  36 05 57.20415(N)    089 25 12.54899(W)     ADJUSTED  
 GD1107* NAVD 88     -       125.443  (meters)     411.56   (feet)  ADJUSTED  
 GD1107  ___________________________________________________________________
 GD1107  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GD1107  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD1107  DYNAMIC HT  -         125.337 (meters)     411.21  (feet)  COMP
 GD1107  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GD1107
 GD1107  HORZ ORDER  -  THIRD
 GD1107  VERT ORDER  -  FIRST     CLASS I
 GD1107
 GD1107.The horizontal coordinates were established by classical geodetic methods
 GD1107.and adjusted by the National Geodetic Survey in April 1999..
 GD1107
 GD1107.The orthometric height was determined by differential leveling
 GD1107.and adjusted by the National Geodetic Survey in June 1991..
 GD1107
 GD1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1107
 GD1107.The geoid height was determined by GEOID03.
 GD1107
 GD1107.The dynamic height is computed by dividing the NAVD 88
 GD1107.geopotential number by the normal gravity value computed on the
 GD1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1107.degrees latitude (g = 980.6199 gals.).
 GD1107
 GD1107.The modeled gravity was interpolated from observed gravity values.
 GD1107
 GD1107;                    North         East     Units Scale Factor Converg.
 GD1107;SPC TN       -   201,305.551   292,088.482   MT  0.99995907   -2 00 08.3
 GD1107;SPC TN       -   660,449.96    958,293.63   sFT  0.99995907   -2 00 08.3
 GD1107;UTM  16      - 3,997,665.855   282,130.996   MT  1.00018490   -1 25 35.3
 GD1107
 GD1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1107!SPC TN       -   0.99998475  x   0.99995907  =   0.99994382
 GD1107!UTM  16      -   0.99998475  x   1.00018490  =   1.00016964
 GD1107
 GD1107|---------------------------------------------------------------------|
 GD1107| PID    Reference Object                     Distance      Geod. Az  |
 GD1107|                                                           dddmmss.s |
 GD1107| GD1108 NAUVOO RM 1                          27.395 METERS 00804     |
 GD1107| GD1109 NAUVOO AZ MK                                       1400004.7 |
 GD1107| GD1640 DYERSBURG COTTON PRODUCTS TANK      APPROX. 8.4 KM 1455509.0 |
 GD1107| GD1106 23 8 7                               21.370 METERS 15732     |
 GD1107| GD1105 S 8 5                                59.541 METERS 31219     |
 GD1107|---------------------------------------------------------------------|
 GD1107
 GD1107                          SUPERSEDED SURVEY CONTROL
 GD1107
 GD1107  NAD 83(1995)-  36 05 57.20762(N)    089 25 12.54963(W) AD(       ) 3
 GD1107  NAD 83(1995)-  36 05 57.20757(N)    089 25 12.54957(W) AD(       ) 3
 GD1107  NAD 83(1986)-  36 05 57.21554(N)    089 25 12.54886(W) AD(       ) 3
 GD1107  NAD 27      -  36 05 56.96020(N)    089 25 12.28550(W) AD(       ) 3
 GD1107  NGVD 29 (??/??/??)  125.370  (m)          411.32   (f) ADJUSTED    1 1
 GD1107
 GD1107.Superseded values are not recommended for survey control.
 GD1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1107.See file dsdata.txt to determine how the superseded data were derived.
 GD1107
 GD1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE8213197666(NAD 83)
 GD1107_MARKER: DS = TRIANGULATION STATION DISK
 GD1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1107_STAMPING: NAUVOO 1959
 GD1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1107+STABILITY: SURFACE MOTION
 GD1107
 GD1107  HISTORY     - Date     Condition        Report By
 GD1107  HISTORY     - 1959     MONUMENTED       CGS
 GD1107  HISTORY     - 1967     GOOD             CGS
 GD1107  HISTORY     - 1974     GOOD             NGS
 GD1107  HISTORY     - 1974     GOOD             NGS
 GD1107  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD1107
 GD1107                          STATION DESCRIPTION
 GD1107
 GD1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1107'THE STATION IS ABOUT 9 MILES SOUTHWEST OF NEWBERN AND 5 MILES
 GD1107'NORTHWEST OF DYERSBURG ON THE PROPERTY OF MR. E. Z. TICKLE.  IT IS
 GD1107'73 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FRIENDSHIP
 GD1107'METHODIST CHURCH, 50 FEET NORTHEAST OF THE CENTERLINE OF STATE
 GD1107'HIGHWAY 78, 36 FEET EAST OF A 45 INCH OAK TREE, 24 FEET SOUTH OF A
 GD1107'50 INCH OAK TREE, AND 18 FEET NORTHEAST OF A FENCE CORNER.  THE
 GD1107'MONUMENT IS FLUSH AND THE DISK IS STAMPED NAUVOO 1959.
 GD1107'
 GD1107'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND
 GD1107'20 IN THE WESTERN SECTION OF DYERSBURG, GO NORTHWEST ON HIGHWAY 78
 GD1107'FOR 4.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST ON
 GD1107'HIGHWAY 78 FOR 0.7 MILE TO THE FRIENDSHIP METHODIST CHURCH AND
 GD1107'THE STATION ON THE RIGHT.
 GD1107'
 GD1107'REFERENCE MARK 1 IS 17 FEET EAST OF THE NORTHEAST CORNER OF THE
 GD1107'CHURCH, 8 FEET SOUTHEAST OF AN 8 INCH WALNUT TREE, AND 1 FOOT EAST
 GD1107'OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GD1107'STAMPED NAUVOO NO 1 1959.
 GD1107'
 GD1107'THE MARK IS A STANDARD TENNESSEE DIVISION OF GEOLOGY DISK STAMPED
 GD1107'WPA 23/8/7 SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST
 GD1107'PROJECTING 4 INCHES.  IT IS 28 FEET NORTHEAST OF THE CENTERLINE OF
 GD1107'HIGHWAY 78, 4 FEET WEST OF A FENCE CORNER, AND 2 FEET NORTHEAST OF
 GD1107'A TELEPHONE POLE.
 GD1107'
 GD1107'THE MARK IS A STANDARD U.S. ENGINEER DEPARTMENT (MEMPHIS ENGINEERING
 GD1107'DISTRICT) DISK STAMPED S-8-5 SET IN THE TOP OF AN 8 INCH BY 8 INCH
 GD1107'CONCRETE POST PROJECTING 5 INCHES.  IT IS 45 FEET EAST OF THE
 GD1107'CENTERLINE OF A GRAVELED DRIVEWAY, 41 FEET WEST OF A TELEPHONE
 GD1107'POLE, AND 34 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 78.
 GD1107'
 GD1107'THE AZIMUTH MARK IS 29 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 GD1107'78, 2 FEET NORTHWEST OF A WHITE WITNESS POST, AND 1 FOOT NORTHWEST OF
 GD1107'A TELEPHONE POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GD1107'DISK IS STAMPED NAUVOO 1959.
 GD1107'
 GD1107'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1107
 GD1107                          STATION RECOVERY (1967)
 GD1107
 GD1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1107'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1107'HOWEVER, DUE TO MANY CHANGES IN THE AREA, THE ORIGINAL DESCRIPTION
 GD1107'IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1107'
 GD1107'THE STATION IS LOCATED ON THE PROPERTY OF MR. E. Z. TICKLE, ABOUT
 GD1107'9 MILES SOUTHWEST OF NEWBERN AND 5 MILES NORTHWEST OF DYERSBURG.
 GD1107'
 GD1107'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 BYPASS AND
 GD1107'STATE ROUTE 78 IN THE NORTHWEST SECTION OF DYERSBURG, GO NORTHWEST
 GD1107'ON STATE ROUTE 78 FOR 2.5 MILES TO THE AZIMUTH MARK ON THE LEFT,
 GD1107'CONTINUE NORTHWESTERLY ON STATE ROUTE 78 FOR 0.7 MILE TO A
 GD1107'GRAVELED ROAD SHARP RIGHT AND TWO GRAVELED ROADS ON THE LEFT AND
 GD1107'THE STATION ON THE RIGHT ABOUT MIDWAY BETWEEN THE GRAVELED ROADS.
 GD1107'
 GD1107'THE STATION IS 50 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE
 GD1107'ROUTE 78, 36 FEET EAST OF A 50-INCH OAK TREE, 24 FEET SOUTH OF A
 GD1107'54-INCH OAK TREE, 18 FEET NORTHEAST OF A FENCE CORNER, AND 0.8 OF A
 GD1107'FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1107'DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1107'PROJECTS 1 INCH AND THE DISK IS STAMPED NAUVOO 1959.
 GD1107'
 GD1107'REFERENCE MARK NO. 1 IS 8 FEET NORTHEAST OF A 10-INCH WALNUT TREE
 GD1107'AND 1 FOOT EAST OF A WIRE FENCE.  IT IS A STANDARD DISK SET IN THE
 GD1107'TOP OF AN 11-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GD1107'AND THE DISK IS STAMPED NAUVOO NO 1 1959.
 GD1107'
 GD1107'23/8/7 IS 28 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GD1107'78, 4 FEET WEST OF A FENCE CORNER AND 2 FEET NORTHEAST OF A
 GD1107'TELEPHONE POLE.  IT IS A TENNESSEE DIVISION OF GEOLOGY DISK SET IN
 GD1107'THE TOP OF A 4-INCH, SQUARE, CONCRETE POST THAT PROJECTS ABOUT 3
 GD1107'INCHES AND THE DISK IS STAMPED WPA 23/8/7.
 GD1107'
 GD1107'S-8-5 (USED) IS 45 FEET EAST OF THE CENTER OF A GRAVELED DRIVE, 41
 GD1107'FEET WEST OF A TELEPHONE POLE AND 34 FEET NORTHEAST OF THE
 GD1107'APPROXIMATE CENTER OF STATE ROUTE 78.  IT IS A U.S. ENGINEERING
 GD1107'DEPARTMENT DISK SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE
 GD1107'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED S-8-5.
 GD1107'
 GD1107'THE AZIMUTH MARK IS 29 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GD1107'STATE ROUTE 78, 1 FOOT NORTHWEST OF A TELEPHONE POLE AND 0.7 OF A
 GD1107'FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1107'DISK SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1107'PROJECTS 1 INCH AND THE DISK IS STAMPED NAUVOO 1959.
 GD1107'
 GD1107'NOTE - THIS WAS NOT AN OCCUPIED STATION.
 GD1107
 GD1107                          STATION RECOVERY (1974)
 GD1107
 GD1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1107'THE STATION, R. M. 1 AND S-8-5 (USE), WERE RECOVERED IN GOOD
 GD1107'CONDITION ALSO THE AZIMUTH MARK AND WAS LEVELED OVER DURING THE 1974
 GD1107'RELEVELING.  TO REACH GO 3.2 MILES NORTHWEST ALONG STATE HIGHWAY 78
 GD1107'FROM THE INTERSECTION OF U. S. HIGHWAY 51 BY-PASS.
 GD1107'
 GD1107'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 GD1107'NAUVOO 1959.  52.2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GD1107'36 FEET EAST OF AN OAK TREE, 22.4 FEET SOUTH-SOUTHWEST OF A 50-INCH
 GD1107'OAK TREE, 18 FEET NORTHEAST OF A FENCE CORNER, IN A CONCRETE POST.
 GD1107'
 GD1107'R. M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED NAUVOO NO 1 1959.
 GD1107'90.7 FEET NORTH OF THE STATION, IN A CONCRETE POST.
 GD1107'
 GD1107'S-8-5 (USE) IS A USE TRIANGULATION STATION DISK, STAMPED S-8-5.
 GD1107'198.3 FEET NORTHWEST OF THE STATION, IN A CONCRETE POST.
 GD1107'
 GD1107'THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK, STAMPED NAUVOO
 GD1107'1959.  ABOUT 0.7 MILE SOUTHEAST OF THE STATION, 29.5 FEET SOUTHWEST
 GD1107'OF THE CENTER LINE OF STATE HIGHWAY 78, 1 FOOT NORTHWEST OF A
 GD1107'TELEPHONE POLE WITH A GUY WIRE, 2.4 FEET NORTHWEST OF A WITNESS
 GD1107'POST, IN A CONCRETE POST.
 GD1107'
 GD1107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GD1107'NORTHWEST OF DYERSBURG.
 GD1107
 GD1107                          STATION RECOVERY (1974)
 GD1107
 GD1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GD1107'3.20 MI NW FROM DYERSBURG.
 GD1107'ABOUT 3.20 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1107'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, SET IN THE MIDDLE OF A
 GD1107'FIELD ENTRANCE AT A PAVED ROAD LEADING EAST, 52.2 FEET NORTHEAST OF
 GD1107'THE CENTER LINE OF THE HIGHWAY, 90.7 FEET SOUTH OF RM 1, 70.6 FEET
 GD1107'NORTHWEST OF WPA 23/8/7, 36 FEET EAST OF A 45-INCH OAK TREE, 22.4 FEET
 GD1107'SOUTH-SOUTHWEST OF A 50-INCH OAK TREE, 18 FEET NORTHEAST OF A FENCE
 GD1107'CORNER, 2 FEET ABOVE THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 GD1107'FLUSH WITH THE GROUND.
 GD1107
 GD1107                          STATION RECOVERY (2002)
 GD1107
 GD1107'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1107'NEW DRIVEWAY TO HOUSE IN AREA. LOOKS LIKE DIRT WORK DONE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1109 ***********************************************************************
 GD1109  DESIGNATION -  NAUVOO AZ MK
 GD1109  PID         -  GD1109
 GD1109  STATE/COUNTY-  TN/DYER
 GD1109  USGS QUAD   -  DYERSBURG (1983)
 GD1109
 GD1109                         *CURRENT SURVEY CONTROL
 GD1109  ___________________________________________________________________
 GD1109* NAD 83(1986)-  36 05 27.     (N)    089 24 43.     (W)     SCALED    
 GD1109* NAVD 88     -       108.436  (meters)     355.76   (feet)  ADJUSTED  
 GD1109  ___________________________________________________________________
 GD1109  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD1109  DYNAMIC HT  -         108.344 (meters)     355.46  (feet)  COMP
 GD1109  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 GD1109
 GD1109  VERT ORDER  -  FIRST     CLASS I
 GD1109
 GD1109.The horizontal coordinates were scaled from a topographic map and have
 GD1109.an estimated accuracy of +/- 6 seconds.
 GD1109
 GD1109.The orthometric height was determined by differential leveling
 GD1109.and adjusted by the National Geodetic Survey in June 1991..
 GD1109
 GD1109.The geoid height was determined by GEOID03.
 GD1109
 GD1109.The dynamic height is computed by dividing the NAVD 88
 GD1109.geopotential number by the normal gravity value computed on the
 GD1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1109.degrees latitude (g = 980.6199 gals.).
 GD1109
 GD1109.The modeled gravity was interpolated from observed gravity values.
 GD1109
 GD1109;                    North         East    Units  Estimated Accuracy
 GD1109;SPC TN       -   200,350.      292,800.      MT  (+/- 180 meters Scaled)
 GD1109
 GD1109                          SUPERSEDED SURVEY CONTROL
 GD1109
 GD1109  NGVD 29 (??/??/??)  108.364  (m)          355.52   (f) ADJUSTED    1 1
 GD1109
 GD1109.Superseded values are not recommended for survey control.
 GD1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1109.See file dsdata.txt to determine how the superseded data were derived.
 GD1109
 GD1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE828967(NAD 83)
 GD1109_MARKER: DZ = AZIMUTH MARK DISK
 GD1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1109_STAMPING: NAUVOO 1959
 GD1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1109+STABILITY: SURFACE MOTION
 GD1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1109+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1109
 GD1109  HISTORY     - Date     Condition        Report By
 GD1109  HISTORY     - 1959     MONUMENTED       CGS
 GD1109  HISTORY     - 1974     GOOD             NGS
 GD1109  HISTORY     - 20020730 GOOD             USACE
 GD1109
 GD1109                          STATION DESCRIPTION
 GD1109
 GD1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1109'2.50 MI NW FROM DYERSBURG.
 GD1109'ABOUT 2.50 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1109'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, 153 FEET NORTHWEST OF THE
 GD1109'JUNCTION OF A ROAD LEADING NORTH AND STATE HIGHWAY 78, 29.5 FEET
 GD1109'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A
 GD1109'TELEPHONE POLE WITH GUY WIRE AND WITNESS SIGN, 2.4 FEET NORTHWEST OF A
 GD1109'WOODEN WITNESS POST, 1 FOOT ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE
 GD1109'POST FLUSH WITH THE GROUND.
 GD1109
 GD1109                          STATION RECOVERY (2002)
 GD1109
 GD1109'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1108 ***********************************************************************
 GD1108  DESIGNATION -  NAUVOO RM 1
 GD1108  PID         -  GD1108
 GD1108  STATE/COUNTY-  TN/DYER
 GD1108  USGS QUAD   -  DYERSBURG (1983)
 GD1108
 GD1108                         *CURRENT SURVEY CONTROL
 GD1108  ___________________________________________________________________
 GD1108* NAD 83(1986)-  36 05 56.     (N)    089 25 12.     (W)     SCALED    
 GD1108* NAVD 88     -       125.826  (meters)     412.81   (feet)  ADJUSTED  
 GD1108  ___________________________________________________________________
 GD1108  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD1108  DYNAMIC HT  -         125.720 (meters)     412.47  (feet)  COMP
 GD1108  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 GD1108
 GD1108  VERT ORDER  -  FIRST     CLASS I
 GD1108
 GD1108.The horizontal coordinates were scaled from a topographic map and have
 GD1108.an estimated accuracy of +/- 6 seconds.
 GD1108
 GD1108.The orthometric height was determined by differential leveling
 GD1108.and adjusted by the National Geodetic Survey in June 1991..
 GD1108
 GD1108.The geoid height was determined by GEOID03.
 GD1108
 GD1108.The dynamic height is computed by dividing the NAVD 88
 GD1108.geopotential number by the normal gravity value computed on the
 GD1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1108.degrees latitude (g = 980.6199 gals.).
 GD1108
 GD1108.The modeled gravity was interpolated from observed gravity values.
 GD1108
 GD1108;                    North         East    Units  Estimated Accuracy
 GD1108;SPC TN       -   201,270.      292,100.      MT  (+/- 180 meters Scaled)
 GD1108
 GD1108                          SUPERSEDED SURVEY CONTROL
 GD1108
 GD1108  NGVD 29 (??/??/??)  125.753  (m)          412.57   (f) ADJUSTED    1 1
 GD1108
 GD1108.Superseded values are not recommended for survey control.
 GD1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1108.See file dsdata.txt to determine how the superseded data were derived.
 GD1108
 GD1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE821976(NAD 83)
 GD1108_MARKER: DR = REFERENCE MARK DISK
 GD1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1108_STAMPING: NAUVOO NO 1 1959
 GD1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1108+STABILITY: SURFACE MOTION
 GD1108
 GD1108  HISTORY     - Date     Condition        Report By
 GD1108  HISTORY     - 1959     MONUMENTED       CGS
 GD1108  HISTORY     - 1974     GOOD             NGS
 GD1108  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD1108
 GD1108                          STATION DESCRIPTION
 GD1108
 GD1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GD1108'3.20 MI NW FROM DYERSBURG.
 GD1108'ABOUT 3.20 MILES NORTHWEST ALONG STATE HIGHWAY 78 FROM ITS
 GD1108'INTERSECTION WITH U.S. HIGHWAY 51 BY-PASS, SET IN THE MIDDLE OF A
 GD1108'FIELD ENTRANCE AT A PAVED ROAD LEADING EAST, 142.9 FEET NORTHEAST OF
 GD1108'THE CENTER LINE OF THE HIGHWAY, 90.7 FEET NORTH OF NAUVOO
 GD1108'TRIANGULATION STATION, 8 FEET SOUTHWEST OF A 12-INCH WALNUT TREE, 1
 GD1108'FOOT EAST OF A WIRE FENCE, 2 FEET ABOVE THE HIGHWAY AND IN THE TOP OF
 GD1108'A CONCRETE POST PROJECTING 0.2 FOOT.
 GD1108
 GD1108                          STATION RECOVERY (2002)
 GD1108
 GD1108'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1108'NEW POLE AND PHONE RELAY BOX NOW IN SITE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2594 ***********************************************************************
 FE2594  DESIGNATION -  NAVY
 FE2594  PID         -  FE2594
 FE2594  STATE/COUNTY-  TN/SHELBY
 FE2594  USGS QUAD   -  BRUNSWICK (1993)
 FE2594
 FE2594                         *CURRENT SURVEY CONTROL
 FE2594  ___________________________________________________________________
 FE2594* NAD 83(1995)-  35 21 01.49293(N)    089 52 06.30291(W)     ADJUSTED  
 FE2594* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 FE2594  ___________________________________________________________________
 FE2594  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 FE2594  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FE2594
 FE2594  HORZ ORDER  -  THIRD
 FE2594
 FE2594.This mark is at Millington Mun Airport (NQA)
 FE2594
 FE2594.The horizontal coordinates were established by classical geodetic methods
 FE2594.and adjusted by the National Geodetic Survey in April 1999..
 FE2594
 FE2594.The orthometric height was scaled from a topographic map.
 FE2594
 FE2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2594
 FE2594.The geoid height was determined by GEOID03.
 FE2594
 FE2594;                    North         East     Units Scale Factor Converg.
 FE2594;SPC TN       -   119,793.449   248,468.589   MT  0.99998380   -2 15 53.0
 FE2594;SPC TN       -   393,022.34    815,184.03   sFT  0.99998380   -2 15 53.0
 FE2594;UTM  16      - 3,915,680.815   239,336.637   MT  1.00043742   -1 39 37.9
 FE2594
 FE2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2594!SPC TN       -   0.99999015  x   0.99998380  =   0.99997395
 FE2594!UTM  16      -   0.99999015  x   1.00043742  =   1.00042757
 FE2594
 FE2594|---------------------------------------------------------------------|
 FE2594| PID    Reference Object                     Distance      Geod. Az  |
 FE2594|                                                           dddmmss.s |
 FE2594| FE2599 NAVY A STATION                      183.361 METERS 00946     |
 FE2594| CG4649 NAVY AZ MK                                         1572627.9 |
 FE2594| CG4651 NAVY RM 2                            28.712 METERS 20243     |
 FE2594| FE2586 AIRPORT BEACON MEMPHIS NAS          459.211 METERS 2194102.3 |
 FE2594| FE2601 MEMPHIS NAS CENTER OF RUNWAY 3      APPROX. 1.0 KM 2544556.6 |
 FE2594| FE2587 MEMPHIS NAS COMPASS ROSE            374.764 METERS 27716     |
 FE2594| FE2590 MEMPHIS NAS SW GCA                  481.696 METERS 2954313.4 |
 FE2594| FE2588 MEMPHIS NAS NE GCA                  APPROX. 0.8 KM 3364559.5 |
 FE2594| FE2598 TACAN NAVY MEMPHIS NQA              480.782 METERS 3391518.3 |
 FE2594| CG4650 NAVY RM 1                            27.843 METERS 34820     |
 FE2594|---------------------------------------------------------------------|
 FE2594
 FE2594                          SUPERSEDED SURVEY CONTROL
 FE2594
 FE2594  NAD 83(1995)-  35 21 01.50140(N)    089 52 06.30372(W) AD(       ) 3
 FE2594  NAD 83(1986)-  35 21 01.50436(N)    089 52 06.30428(W) AD(       ) 3
 FE2594  NAD 27      -  35 21 01.19360(N)    089 52 05.99810(W) AD(       ) 3
 FE2594
 FE2594.Superseded values are not recommended for survey control.
 FE2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2594.See file dsdata.txt to determine how the superseded data were derived.
 FE2594
 FE2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3933715681(NAD 83)
 FE2594_MARKER: DS = TRIANGULATION STATION DISK
 FE2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2594_STAMPING: NAVY 1958
 FE2594_MARK LOGO: CGS   
 FE2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2594+STABILITY: SURFACE MOTION
 FE2594
 FE2594  HISTORY     - Date     Condition        Report By
 FE2594  HISTORY     - 1958     MONUMENTED       CGS
 FE2594  HISTORY     - 19950613 GOOD             USE
 FE2594
 FE2594                          STATION DESCRIPTION
 FE2594
 FE2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WNM)
 FE2594'THE STATION IS NEAR THE CONTROL TOWER ON THE NORTH BASE OF THE
 FE2594'MEMPHIS, NAVY AIR STATION.  IT IS 455 FEET NORTHEAST OF THE CONTROL
 FE2594'TOWER, 200 FEET NORTH OF THE V FORMED BY THE NORTH TAXI-WAY AND THE
 FE2594'EAST WARM-UP APRON AND 61 FEET EAST OF THE EAST EDGE OF THE
 FE2594'TAXI-WAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED NAVY 1958.
 FE2594'
 FE2594'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE EAST
 FE2594'WARM-UP APRON FOR 0.5 MILE TO THE END OF THE CONCRETE AND THE
 FE2594'AZIMUTH MARK AS DESCRIBED.
 FE2594'
 FE2594'REFERENCE MARK 1 IS 485 FEET NORTHEAST OF THE CONTROL TOWER AND 34
 FE2594'FEET EAST OF THE EAST EDGE OF THE TAXI-WAY.  THE MONUMENT IS
 FE2594'FLUSH AND THE DISK IS STAMPED NAVY NO 1 1958.
 FE2594'
 FE2594'REFERENCE MARK 2 IS 397 FEET EAST OF THE CONTROL TOWER AND 36 FEET
 FE2594'EAST OF THE EAST EDGE OF THE TAXI-WAY.  THE MONUMENT IS FLUSH AND
 FE2594'THE DISK IS STAMPED NAVY NO 2 1958.
 FE2594'
 FE2594'THE AZIMUTH MARK IS 548 FEET SOUTH OF THE INTERSECTION OF THE EAST
 FE2594'WARM-UP APRON AND A TAXI-WAY LEADING TO RUNWAY 18 AND 36 AND 165 FEET
 FE2594'EAST OF THE SOUTH END OF THE EAST WARM-UP APRON.  THE MONUMENT IS
 FE2594'FLUSH AND THE DISK IS STAMPED NAVY 1958.
 FE2594'
 FE2594'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FE2594
 FE2594                          STATION RECOVERY (1995)
 FE2594
 FE2594'RECOVERY NOTE BY US ENGINEERS 1995 (JMH)
 FE2594'FOUND AS DESCRIBED.  DROVE ORANGE WITNESS POST 1.5 FT (0.5 M) EAST OF
 FE2594'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA3532 ***********************************************************************
 GA3532  DESIGNATION -  NC 41
 GA3532  PID         -  GA3532
 GA3532  STATE/COUNTY-  TN/CLAIBORNE
 GA3532  USGS QUAD   -  TAZEWELL (1971)
 GA3532
 GA3532                         *CURRENT SURVEY CONTROL
 GA3532  ___________________________________________________________________
 GA3532* NAD 83(1995)-  36 26 16.38280(N)    083 30 17.15708(W)     ADJUSTED  
 GA3532* NAVD 88     -       700.4    (meters)    2298.     (feet)  VERTCON   
 GA3532  ___________________________________________________________________
 GA3532  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GA3532  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA3532
 GA3532  HORZ ORDER  -  SECOND
 GA3532
 GA3532.The horizontal coordinates were established by classical geodetic methods
 GA3532.and adjusted by the National Geodetic Survey in April 1999..
 GA3532
 GA3532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3532
 GA3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3532
 GA3532.The geoid height was determined by GEOID03.
 GA3532
 GA3532;                    North         East     Units Scale Factor Converg.
 GA3532;SPC TN       -   236,355.060   823,705.818   MT  1.00000383   +1 27 38.9
 GA3532;SPC TN       -   775,441.56  2,702,441.50   sFT  1.00000383   +1 27 38.9
 GA3532;UTM  17      - 4,035,433.871   275,484.753   MT  1.00022109   -1 29 18.0
 GA3532
 GA3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3532!SPC TN       -   0.99989493  x   1.00000383  =   0.99989876
 GA3532!UTM  17      -   0.99989493  x   1.00022109  =   1.00011600
 GA3532
 GA3532|---------------------------------------------------------------------|
 GA3532| PID    Reference Object                     Distance      Geod. Az  |
 GA3532|                                                           dddmmss.s |
 GA3532| DC2816 NC 41 RM 2                           26.670 METERS 12444     |
 GA3532| GA3523 SCARCE                              APPROX.13.5 KM 1354220.4 |
 GA3532| DC2815 NC 41 RM 1                           28.050 METERS 16908     |
 GA3532| DC2817 NC 41 RM 3                           42.150 METERS 22109     |
 GA3532|---------------------------------------------------------------------|
 GA3532
 GA3532                          SUPERSEDED SURVEY CONTROL
 GA3532
 GA3532  NAD 83(1995)-  36 26 16.38566(N)    083 30 17.15924(W) AD(       ) 2
 GA3532  NAD 83(1995)-  36 26 16.38475(N)    083 30 17.15113(W) AD(       ) 2
 GA3532  NAD 83(1995)-  36 26 16.39119(N)    083 30 17.15776(W) AD(       ) 2
 GA3532  NAD 83(1986)-  36 26 16.39310(N)    083 30 17.15746(W) AD(       ) 2
 GA3532  NAD 27      -  36 26 16.08865(N)    083 30 17.50394(W) AD(       ) 2
 GA3532  NGVD 29 (07/19/86)  700.5    (m)         2298.     (f) VERT ANG       
 GA3532
 GA3532.Superseded values are not recommended for survey control.
 GA3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3532.See file dsdata.txt to determine how the superseded data were derived.
 GA3532
 GA3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA7548535434(NAD 83)
 GA3532_MARKER: DD = SURVEY DISK
 GA3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3532
 GA3532  HISTORY     - Date     Condition        Report By
 GA3532  HISTORY     - 1963     MONUMENTED       TNHD
 GA3532
 GA3532                          STATION DESCRIPTION
 GA3532
 GA3532'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA3532'THE STATION IS LOCATED AT THE SITE OF THE TENNESSEE STATE FORESTRY
 GA3532'LOOKOUT TOWER NC 41,
 GA3532'NEAR THE SOUTHWEST END OF POWELL MOUNTAIN ABOUT 4 MILES
 GA3532'EAST-SOUTHEAST OF TAZEWELL.
 GA3532'
 GA3532'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 25E AND STATE
 GA3532'ROUTE 33 IN TAZEWELL, GO
 GA3532'SOUTHEASTERLY ON U.  S.  HIGHWAY 25E AND STATE ROUTE
 GA3532'33 FOR 5.6 MILES TO WHERE STATE
 GA3532'ROUTE 33 TURNS LEFT.  HERE TURN LEFT
 GA3532'ON STATE ROUTE 33 AND GO EASTERLY FOR 0.5 MILE TO
 GA3532'A GRAVELED T
 GA3532'ROAD LEFT, TURN LEFT AND GO NORTHEASTERLY FOR 0.2 MILE TO AT ROAD
 GA3532'LEFT, TURN LEFT
 GA3532'AND GO NORTHWESTERLY FOR 0.35 MILE TO A FORK, KEEP
 GA3532'LEFT FORK AND FOLLOW WINDING ROAD
 GA3532'UPHILL IN A GENERALLY NORTHERLY
 GA3532'DIRECTION FOR 1.85 MILES TO THE FORESTRY LOOKOUT
 GA3532'TOWER AND THE
 GA3532'STATION AS DESCRIBED.
 GA3532'
 GA3532'THE STATION IS 124 FEET NORTHEAST OF THE NORTHEAST LEG OF A FOREST
 GA3532'LOOKOUT TOWER, 25 FEET
 GA3532'WEST OF A TWIN-TRUNKED OAK TREE AND 20 FEET SOUTH OF
 GA3532'AN 18-INCH OAK TREE.  THE SURFACE
 GA3532'AND UNDERGROUND MARKS ARE STANDARD
 GA3532'TENNESSEE HIGHWAY DEPARTMENT DISKS AND ARE STAMPED
 GA3532'NC 41 1963.  THE
 GA3532'UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE SURFACE.  THE SURFACE
 GA3532'DISK IS SET IN A
 GA3532'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA3532'
 GA3532'REFERENCE MARK NO. 1 IS 49 FEET EAST OF THE EAST CORNER OF A METAL
 GA3532'BUILDING AND 17 FEET
 GA3532'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.
 GA3532'IT IS A STANDARD TENNESSEE
 GA3532'HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA3532'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GA3532'IS STAMPED NC 41 RM-1
 GA3532'1963.
 GA3532'
 GA3532'REFERENCE MARK NO. 2 IS 69 FEET SOUTHEAST OF A TWIN-TRUNKED OAK TREE
 GA3532'AND 8 FEET SOUTHEAST OF
 GA3532'THE APPROXIMATE CENTER OF A GRAVELED ROAD.  IT IS A
 GA3532'STANDARD TENNESSEE HIGHWAY
 GA3532'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3532'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3532'STAMPED NC 41 RM-2 1963.
 GA3532'
 GA3532'REFERENCE MARK NO. 3 IS LOCATED UNDER THE STATE FORESTRY LOOKOUT
 GA3532'TOWER NC 41, 1.8 FEET WEST
 GA3532'OF THE CONCRETE BASE OF THE TOWER STEPS.  IT IS A
 GA3532'STANDARD TENNESSEE HIGHWAY
 GA3532'DEPARTMENT DISK SET IN A 10-INCH SQUARE,
 GA3532'FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA3532'STAMPED NC 41 RM-3 1963.
 GA3532'
 GA3532'TRAVERSE STATION SCARCE WILL SERVE AS AN AZIMUTH MARK.
 GA3532'
 GA3532'ALL OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2572 ***********************************************************************
 GC2572  DESIGNATION -  NEED
 GC2572  PID         -  GC2572
 GC2572  STATE/COUNTY-  TN/MONTGOMERY
 GC2572  USGS QUAD   -  NEEDMORE (1983)
 GC2572
 GC2572                         *CURRENT SURVEY CONTROL
 GC2572  ___________________________________________________________________
 GC2572* NAD 83(1995)-  36 27 47.01658(N)    087 35 04.23394(W)     ADJUSTED  
 GC2572* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 GC2572  ___________________________________________________________________
 GC2572  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 GC2572  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GC2572
 GC2572  HORZ ORDER  -  SECOND
 GC2572
 GC2572.The horizontal coordinates were established by classical geodetic methods
 GC2572.and adjusted by the National Geodetic Survey in April 1999..
 GC2572
 GC2572.The orthometric height was scaled from a topographic map.
 GC2572
 GC2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2572
 GC2572.The geoid height was determined by GEOID03.
 GC2572
 GC2572;                    North         East     Units Scale Factor Converg.
 GC2572;SPC TN       -   237,446.549   457,979.645   MT  1.00000856   -0 55 39.5
 GC2572;SPC TN       -   779,022.55  1,502,554.89   sFT  1.00000856   -0 55 39.5
 GC2572;UTM  16      - 4,035,469.346   447,628.981   MT  0.99963379   -0 20 50.6
 GC2572
 GC2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2572!SPC TN       -   0.99997072  x   1.00000856  =   0.99997928
 GC2572!UTM  16      -   0.99997072  x   0.99963379  =   0.99960452
 GC2572
 GC2572|---------------------------------------------------------------------|
 GC2572| PID    Reference Object                     Distance      Geod. Az  |
 GC2572|                                                           dddmmss.s |
 GC2572| CG6179 NEED RM 1                            21.463 METERS 05728     |
 GC2572| CG6180 NEED RM 2                            18.992 METERS 17438     |
 GC2572| CG6178 NEED AZ MK                                         2613730.9 |
 GC2572|---------------------------------------------------------------------|
 GC2572
 GC2572                          SUPERSEDED SURVEY CONTROL
 GC2572
 GC2572  NAD 83(1995)-  36 27 47.01749(N)    087 35 04.23693(W) AD(       ) 2
 GC2572  NAD 83(1995)-  36 27 47.01983(N)    087 35 04.23795(W) AD(       ) 2
 GC2572  NAD 83(1986)-  36 27 47.02601(N)    087 35 04.23892(W) AD(       ) 2
 GC2572  NAD 27      -  36 27 46.84200(N)    087 35 04.18600(W) AD(       ) 2
 GC2572
 GC2572.Superseded values are not recommended for survey control.
 GC2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2572.See file dsdata.txt to determine how the superseded data were derived.
 GC2572
 GC2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF4762935469(NAD 83)
 GC2572_MARKER: DS = TRIANGULATION STATION DISK
 GC2572_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GC2572
 GC2572  HISTORY     - Date     Condition        Report By
 GC2572  HISTORY     - 1953     MONUMENTED       CGS
 GC2572
 GC2572                          STATION DESCRIPTION
 GC2572
 GC2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2572'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF CUMBERLAND CITY ON
 GC2572'PROPERTY OWNED BY MR. WILLIAM BROADBENT. IT IS IN A CULTIVATED
 GC2572'FIELD ABOUT 300 FEET SOUTH OF A GRAVEL ROAD, 63 FEET NORTH OF THE
 GC2572'NORTHEAST CORNER OF A LARGE BARN AND 19 FEET EAST OF THE CENTER
 GC2572'OF A FARM LANE. THE MARK IS ABOUT 12 INCHES BELOW THE GROUND AND THE
 GC2572'DISK IS STAMPED NEED 1953.
 GC2572'
 GC2572'REFERENCE MARK NO. 1 IS IN AN OPEN FIELD ABOUT 2 FEET LOWER IN
 GC2572'ELEVATION THAN THE STATION. THE MARK PROJECTS ABOUT 6 INCHES AND
 GC2572'THE DISK IS STAMPED NEED NO. 1 1953.
 GC2572'
 GC2572'REFERENCE MARK NO. 2 IS 4 FEET EAST OF THE NORTHEAST CORNER OF THE
 GC2572'BARN. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GC2572'NEED NO. 2 1953.
 GC2572'
 GC2572'AZIMUTH MARK IS 54 FEET EAST OF THE SOUTHEAST CORNER OF THE HOME OF
 GC2572'MR. J.J. JACKSON 35 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD
 GC2572'AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4
 GC2572'INCHES AND THE DISK IS STAMPED NEED 1953.
 GC2572'
 GC2572'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41A AND 79,
 GC2572'ABOUT 3 MILES NORTHWEST OF CLARKSVILLE, GO WEST ON HIGHWAY 79
 GC2572'FOR 8.65 MILES TO A PAVED SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON
 GC2572'PAVED ROAD FOR 2.3 MILE TO A FORK, KEEP RIGHT AND FOLLOW PAVED
 GC2572'ROAD FOR 1.7 MILES TO A T INTERSECTION AT THE BOTTOM OF A HILL, TURN
 GC2572'LEFT ON PAVED ROAD AND GO 0.15 MILE TO A FORK, TURN RIGHT ACROSS
 GC2572'BRIDGE AND FOLLOW MAIN GRAVEL ROAD FOR 1.5 MILES TO A CROSSROAD,
 GC2572'CONTINUE AHEAD FOR 1.5 MILES TO A T INTERSECTION IN THE VILLAGE
 GC2572'OF NEEDMORE, TURN RIGHT AND GO 0.1 MILE TO A FORK, KEEP LEFT
 GC2572'AND GO 0.3 MILE TO A FARM LANE ON THE LEFT(*) TURN LEFT THROUGH GATE
 GC2572'AND GO SOUTH ON DIRT LANE FOR ABOUT 300 FEET TO THE STATION ON THE
 GC2572'LEFT AS DESCRIBED.
 GC2572'
 GC2572'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) CONTINUE AHEAD ON
 GC2572'GRAVEL ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GC2572'
 GC2572'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2470 ***********************************************************************
 GC2470  DESIGNATION -  NEEDMORE RESET
 GC2470  PID         -  GC2470
 GC2470  STATE/COUNTY-  TN/MONTGOMERY
 GC2470  USGS QUAD   -  CLARKSVILLE (1984)
 GC2470
 GC2470                         *CURRENT SURVEY CONTROL
 GC2470  ___________________________________________________________________
 GC2470* NAD 83(1995)-  36 34 57.83655(N)    087 19 54.00147(W)     ADJUSTED  
 GC2470* NAVD 88     -       174.7    (meters)     573.     (feet)  VERTCON   
 GC2470  ___________________________________________________________________
 GC2470  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GC2470  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GC2470
 GC2470  HORZ ORDER  -  SECOND
 GC2470
 GC2470.The horizontal coordinates were established by classical geodetic methods
 GC2470.and adjusted by the National Geodetic Survey in April 1999..
 GC2470
 GC2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2470
 GC2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2470
 GC2470.The geoid height was determined by GEOID03.
 GC2470
 GC2470;                    North         East     Units Scale Factor Converg.
 GC2470;SPC TN       -   250,387.829   480,821.192   MT  1.00003367   -0 46 46.6
 GC2470;SPC TN       -   821,480.74  1,577,494.19   sFT  1.00003367   -0 46 46.6
 GC2470;UTM  16      - 4,048,636.327   470,329.049   MT  0.99961085   -0 11 51.6
 GC2470
 GC2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2470!SPC TN       -   0.99997722  x   1.00003367  =   1.00001089
 GC2470!UTM  16      -   0.99997722  x   0.99961085  =   0.99958808
 GC2470
 GC2470:                Primary Azimuth Mark                     Grid Az
 GC2470:SPC TN       -  FAIRVIEW JEFFERSON DAVIS MON             006 20 18.5
 GC2470:UTM  16      -  FAIRVIEW JEFFERSON DAVIS MON             005 45 23.5
 GC2470
 GC2470|---------------------------------------------------------------------|
 GC2470| PID    Reference Object                     Distance      Geod. Az  |
 GC2470|                                                           dddmmss.s |
 GC2470| GC2498 FAIRVIEW JEFFERSON DAVIS MON        APPROX.28.9 KM 0053331.9 |
 GC2470| GC2450 TRENTON                             APPROX.15.9 KM 0292756.1 |
 GC2470| CG6186 NEEDMORE RM 4                        35.390 METERS 05011     |
 GC2470| CG6182 NEEDMORE AZ MK 2                                   0573238.5 |
 GC2470| CG6181 NEEDMORE AZ MK                                     0680630.1 |
 GC2470| CG6183 NEEDMORE AZ MK RESET                               0713140.2 |
 GC2470| GC2471 NEEDMORE RM 1                        37.628 METERS 09947     |
 GC2470| CG6185 NEEDMORE RM 3                        29.300 METERS 12548     |
 GC2470| GC2463 CLARKSVILLE MONTGOMERY CTHSE        APPROX. 6.6 KM 2004832.0 |
 GC2470| GC2460 CLARKSVILLE FIRST PRESB SPIRE       APPROX. 6.4 KM 2015715.5 |
 GC2470| CG6184 NEEDMORE RM 2                        52.556 METERS 32241     |
 GC2470|---------------------------------------------------------------------|
 GC2470
 GC2470                          SUPERSEDED SURVEY CONTROL
 GC2470
 GC2470  NAD 83(1995)-  36 34 57.83692(N)    087 19 54.00195(W) AD(       ) 2
 GC2470  NAD 83(1995)-  36 34 57.84329(N)    087 19 54.00523(W) AD(       ) 2
 GC2470  NAD 83(1986)-  36 34 57.84577(N)    087 19 54.00449(W) AD(       ) 2
 GC2470  NAD 27      -  36 34 57.67900(N)    087 19 53.97800(W) AD(       ) 2
 GC2470  NGVD 29 (07/19/86)  174.8    (m)          573.     (f) VERT ANG       
 GC2470
 GC2470.Superseded values are not recommended for survey control.
 GC2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2470.See file dsdata.txt to determine how the superseded data were derived.
 GC2470
 GC2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF7032948636(NAD 83)
 GC2470_MARKER: DS = TRIANGULATION STATION DISK
 GC2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GC2470_STAMPING: NEEDMORE 1934 1953
 GC2470_MARK LOGO: CGS   
 GC2470
 GC2470  HISTORY     - Date     Condition        Report By
 GC2470  HISTORY     - 1953     MONUMENTED       CGS
 GC2470  HISTORY     - 1965     GOOD             CGS
 GC2470  HISTORY     - 1967     GOOD             CGS
 GC2470
 GC2470                          STATION DESCRIPTION
 GC2470
 GC2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 GC2470'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WITH THE EXCEPTION
 GC2470'OF THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO
 GC2470'R.M. NO. 2 DID NOT CHECK.  THE DISTANCE TO R.M. NO. 1 WAS CHECKED AND
 GC2470'FOUND CORRECT.  A NEW AZIMUTH MARK WAS ESTABLISHED.  AT THE
 GC2470'PROPERTY OWNERS REQUEST THE STATION MARK WAS LOWERED.  A NEW
 GC2470'DESCRIPTION FOLLOWS.
 GC2470'
 GC2470'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF GUTHRIE AND 4 MILES
 GC2470'NORTHEAST OF CLARKSVILLE ON PROPERTY OWNED BY BUEFORD WAHL.  IT IS
 GC2470'102 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 30 FEET SOUTHWEST OF
 GC2470'THE SOUTHEAST CORNER AND 29 FEET SOUTHWEST OF THE SOUTHWEST
 GC2470'CORNER OF A FRAME HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 GC2470'NEEDMORE 1934 1953.
 GC2470'
 GC2470'REFERENCE MARK NO. 1 IS 123.45 FEET EAST OF THE STATION, 100 FEET
 GC2470'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 78 FEET SW OF THE NW
 GC2470'CORNER OF A FRAME CHURCH.  THE MARK PROJECTS ABOUT 8 IN AND THE DISK
 GC2470'IS STAMPED NEEDMORE NO 1 1934.
 GC2470'
 GC2470'REFERENCE MARK NO. 2 IS 172.43 FEET NORTHWEST OF THE STATION, 123
 GC2470'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE AND 12
 GC2470'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD. THE MARK PROJECTS ABOUT
 GC2470'8 INCHES AND THE DISK IS STAMPED NEEDMORE NO 2 1934.
 GC2470'
 GC2470'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION, 25 FEET NORTHWEST
 GC2470'OF THE CENTER OF A GRAVEL ROAD, 13 FEET SOUTHWEST OF THE CENTER OF
 GC2470'A DIRT ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 GC2470'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED NEEDMORE 1934 1953.
 GC2470'
 GC2470'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 GC2470'HIGHWAY 48, ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO NORTH ON
 GC2470'HIGHWAY 48 FOR 2.5 MILES TO A JOGGED CROSSROAD AND A STORE ON THE
 GC2470'LEFT.  TURN LEFT ON GRAVEL ROAD AND GO WEST AND NORTHWEST FOR
 GC2470'0.95 MILE TO A DIRT SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT
 GC2470'AS DESCRIBED.  CONTINUE ON GRAVEL ROAD FOR 0.2 MILE TO A HOUSE ON
 GC2470'THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 GC2470
 GC2470                          STATION RECOVERY (1965)
 GC2470
 GC2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JAG)
 GC2470'THE STATION MARK WAS FOUND IN GOOD CONDTION.  REFERENCE MARK NO. 1
 GC2470'WAS FOUND TORN FROM THE GROUND.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 GC2470'MARK COULD NOT BE FOUND AND ARE PRESUMED LOST.  REFERENCE MARKS NO.
 GC2470'3, NO. 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 GC2470'
 GC2470'A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 GC2470'
 GC2470'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CLARKSVILLE.
 GC2470'
 GC2470'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 79 AND STATE
 GC2470'ROUTE 48, ABOUT 3 MILES NORTHEAST OF CLARKSVILLE, GO NORTHWEST ON
 GC2470'STATE ROUTE 48 FOR 1.55 MILES TO A PAVED ROAD ON THE LEFT AT THE G.
 GC2470'H. BALTHROP STORE.  TURN LEFT, WEST, AND GO 1.0 MILE ON THE PAVED
 GC2470'ROAD TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE PAVED ROAD FOR
 GC2470'0.15 MILE TO AN OLD, WHITE, FRAME SCHOOL BUILDING NOW BEING USED AS
 GC2470'A DWELLING AND THE STATION BEHIND THIS BUILDING AS DESCRIBED.
 GC2470'
 GC2470'THE STATION MARK IS 29 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 GC2470'WHITE FRAME BUILDING, 28 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 GC2470'OF THE WHITE FRAME BUILDING AND 28.0 FEET SOUTHWEST OF A METAL
 GC2470'WITNESS POST AND SIGN.  THE SURFACE MARK IS A STANDARD U.S.C.
 GC2470'AND G. S. TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH,
 GC2470'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GC2470'NEEDMORE 1934 1953.
 GC2470'
 GC2470'REFERENCE MARK NO. 3 IS SET IN THE WEST EDGE OF A WOODED AREA AND 25
 GC2470'FEET NORTH OF A FENCE LINE.  THE MARK IS A STANDARD U.S.C. AND G.S.
 GC2470'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GC2470'MONUMENT PROJECTING 1 INCH AND THE DISK IS STAMPED NEEDMORE NO 3
 GC2470'1934 1953.
 GC2470'
 GC2470'REFERENCE MARK NO. 4 IS 20 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GC2470'THE PAVED ROAD AND 7 FEET NORTH OF UTILITY POLE NO.  D19.  THE MARK
 GC2470'IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A
 GC2470'12-INCH, ROUND, CONCRETE MONUMENT PROJECTING 2 INCHES AND THE DISK
 GC2470'IS STAMPED NEEDMORE NO 4 1934 1953.
 GC2470'
 GC2470'THE AZIMUTH MARK IS ABOUT 55 PACES NORTH OF POWER POLE NO. P11, 20
 GC2470'FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND 2.0
 GC2470'FEET SOUTH OF A METAL WITNESS POST AND SIGN.  THE MARK IS A STANDARD
 GC2470'U.S.C. AND G.S. AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH,
 GC2470'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NEEDMORE
 GC2470'1934 RESET 1953 RESET 1965.
 GC2470'
 GC2470'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GC2470'
 GC2470'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GC2470
 GC2470                          STATION RECOVERY (1967)
 GC2470
 GC2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HB)
 GC2470'STATION RECOVERED AS DESCRIBED.  STATION IN GOOD
 GC2470'CONDITION.  REFERENCE MARKS SEARCHED FOR BUT NOT FOUND.
 GC2470'
 GC2470'TO REACH IS ADEQUATE.
 GC2470'
 GC2470'HEIGHT OF LIGHT ABOVE STATION MARK 15.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1572 ***********************************************************************
 GB1572  DESIGNATION -  NEELEY
 GB1572  PID         -  GB1572
 GB1572  STATE/COUNTY-  TN/CLAY
 GB1572  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1572
 GB1572                         *CURRENT SURVEY CONTROL
 GB1572  ___________________________________________________________________
 GB1572* NAD 83(1995)-  36 33 45.81244(N)    085 26 41.31874(W)     ADJUSTED  
 GB1572* NAVD 88     -       307.333  (meters)    1008.31   (feet)  ADJUSTED  
 GB1572  ___________________________________________________________________
 GB1572  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GB1572  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1572  DYNAMIC HT  -         307.069 (meters)    1007.44  (feet)  COMP
 GB1572  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GB1572
 GB1572  HORZ ORDER  -  THIRD
 GB1572  VERT ORDER  -  SECOND    CLASS 0
 GB1572
 GB1572.The horizontal coordinates were established by classical geodetic methods
 GB1572.and adjusted by the National Geodetic Survey in April 1999..
 GB1572
 GB1572.The orthometric height was determined by differential leveling
 GB1572.and adjusted by the National Geodetic Survey in June 1991..
 GB1572
 GB1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB1572
 GB1572.The geoid height was determined by GEOID03.
 GB1572
 GB1572.The dynamic height is computed by dividing the NAVD 88
 GB1572.geopotential number by the normal gravity value computed on the
 GB1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1572.degrees latitude (g = 980.6199 gals.).
 GB1572
 GB1572.The modeled gravity was interpolated from observed gravity values.
 GB1572
 GB1572;                    North         East     Units Scale Factor Converg.
 GB1572;SPC TN       -   247,497.765   649,701.049   MT  1.00002917   +0 19 30.1
 GB1572;SPC TN       -   811,998.92  2,131,560.86   sFT  1.00002917   +0 19 30.1
 GB1572;UTM  16      - 4,047,491.177   639,167.970   MT  0.99983862   +0 55 35.7
 GB1572
 GB1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB1572!SPC TN       -   0.99995656  x   1.00002917  =   0.99998573
 GB1572!UTM  16      -   0.99995656  x   0.99983862  =   0.99979519
 GB1572
 GB1572:                Primary Azimuth Mark                     Grid Az
 GB1572:SPC TN       -  MITCHELL                                 130 31 26.8
 GB1572:UTM  16      -  MITCHELL                                 129 55 21.2
 GB1572
 GB1572|---------------------------------------------------------------------|
 GB1572| PID    Reference Object                     Distance      Geod. Az  |
 GB1572|                                                           dddmmss.s |
 GB1572| GB2370 MITCHELL                            APPROX. 3.9 KM 1305056.9 |
 GB1572| GB1573 NEELEY RM 1                           8.732 METERS 21903     |
 GB1572| GB1571 NEELEY RM 2                           6.105 METERS 32753     |
 GB1572|---------------------------------------------------------------------|
 GB1572
 GB1572                          SUPERSEDED SURVEY CONTROL
 GB1572
 GB1572  NAD 83(1995)-  36 33 45.81297(N)    085 26 41.31907(W) AD(       ) 3
 GB1572  NAD 83(1995)-  36 33 45.82206(N)    085 26 41.32374(W) AD(       ) 3
 GB1572  NAD 83(1986)-  36 33 45.82315(N)    085 26 41.32357(W) AD(       ) 3
 GB1572  NAD 27      -  36 33 45.59800(N)    085 26 41.44400(W) AD(       ) 3
 GB1572  NGVD 29 (??/??/92)  307.437  (m)         1008.65   (f) ADJ UNCH    2 0
 GB1572
 GB1572.Superseded values are not recommended for survey control.
 GB1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1572.See file dsdata.txt to determine how the superseded data were derived.
 GB1572
 GB1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF3916847491(NAD 83)
 GB1572_MARKER: DS = TRIANGULATION STATION DISK
 GB1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1572_STAMPING: NEELEY 1949
 GB1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1572+STABILITY: SURFACE MOTION
 GB1572
 GB1572  HISTORY     - Date     Condition        Report By
 GB1572  HISTORY     - 1950     MONUMENTED       CGS
 GB1572  HISTORY     - 1966     GOOD             CGS
 GB1572  HISTORY     - 1966     GOOD             NGS
 GB1572
 GB1572                          STATION DESCRIPTION
 GB1572
 GB1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GB1572'STATION IS LOCATED ABOUT 10 MILES NORTH OF HILHAM AND 3 MILES EAST OF
 GB1572'CELINA ON A BARE RIDGE. IT IS 35 FEET EAST OF CENTER OF STATE
 GB1572'HIGHWAY 53 AND 21 FEET SOUTH OF A WHITE WITNESS POST. THE MARK
 GB1572'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED NEELY 1949.
 GB1572'
 GB1572'REFERENCE MARK NO. 1 IS 20 FEET EAST OF CENTER OF HIGHWAY. THE MARK
 GB1572'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED NEELEY NO 1
 GB1572'1949.
 GB1572'
 GB1572'REFERENCE MARK NO.2 IS 23 FEET EAST OF CENTER OF HIGHWAY AND 1 FOOT
 GB1572'SOUTH OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES
 GB1572'AND THE DISK IS STAMPED NEELEY NO 2 1949.
 GB1572'
 GB1572'TRIANGULATION STATION MITCHELL WAS USED AS AN AZIMUTH MARK.
 GB1572'
 GB1572'TO REACH STATION FROM THE CLAY COUNTY COURTHOUSE IN CELINA, GO EAST
 GB1572'AND NORTH ON STATE HIGHWAY 53 FOR 5.2 MILES TO THE STATION ON RIGHT
 GB1572'AS DESCRIBED.
 GB1572'
 GB1572'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GB1572
 GB1572                          STATION RECOVERY (1966)
 GB1572
 GB1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JAG)
 GB1572'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1950
 GB1572'DESCRIPTION IS COMPLETELY ADEQUATE.
 GB1572
 GB1572                          STATION RECOVERY (1966)
 GB1572
 GB1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1572'5.1 MI NE FROM CELINA.
 GB1572'THIS MARK IS LOCATED AT THE NEELEY 1949 TRIANGULATION STATION
 GB1572'SITE, ABOUT 5.1 MILES EAST AND NORTHEAST ALONG STATE ROUTE 53
 GB1572'FROM THE CLAY COUNTY COURTHOUSE IN CELINA, 36 FEET EAST OF THE
 GB1572'APPROXIMATE CENTER OF STATE ROUTE 53, 28.65 FEET NORTHEAST OF
 GB1572'REFERENCE MARK NO. 1, 28.1 FEET NORTHEAST OF A METAL WITNESS POST
 GB1572'AND SIGN, 20.03 FEET SOUTHEAST OF REFERENCE MARK NO. 2, 23 FEET
 GB1572'SOUTH OF A TELEPHONE POLE, AND ABOUT 2 FEET BELOW THE ELEVATION
 GB1572'OF THE HIGHWAY.  IT IS A STANDARD TRIANGULATION STATION DISK
 GB1572'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 GB1572'PROJECTS 6 INCHES AND THE DISK IS STAMPED NEELEY 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1573 ***********************************************************************
 GB1573  DESIGNATION -  NEELEY RM 1
 GB1573  PID         -  GB1573
 GB1573  STATE/COUNTY-  TN/CLAY
 GB1573  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1573
 GB1573                         *CURRENT SURVEY CONTROL
 GB1573  ___________________________________________________________________
 GB1573* NAD 83(1986)-  36 33 45.     (N)    085 26 41.     (W)     SCALED    
 GB1573* NAVD 88     -       307.956  (meters)    1010.35   (feet)  ADJUSTED  
 GB1573  ___________________________________________________________________
 GB1573  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1573  DYNAMIC HT  -         307.691 (meters)    1009.48  (feet)  COMP
 GB1573  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GB1573
 GB1573  VERT ORDER  -  SECOND    CLASS 0
 GB1573
 GB1573.The horizontal coordinates were scaled from a topographic map and have
 GB1573.an estimated accuracy of +/- 6 seconds.
 GB1573
 GB1573.The orthometric height was determined by differential leveling
 GB1573.and adjusted by the National Geodetic Survey in June 1991..
 GB1573
 GB1573.The geoid height was determined by GEOID03.
 GB1573
 GB1573.The dynamic height is computed by dividing the NAVD 88
 GB1573.geopotential number by the normal gravity value computed on the
 GB1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1573.degrees latitude (g = 980.6199 gals.).
 GB1573
 GB1573.The modeled gravity was interpolated from observed gravity values.
 GB1573
 GB1573;                    North         East    Units  Estimated Accuracy
 GB1573;SPC TN       -   247,470.      649,710.      MT  (+/- 180 meters Scaled)
 GB1573
 GB1573                          SUPERSEDED SURVEY CONTROL
 GB1573
 GB1573  NGVD 29 (??/??/92)  308.060  (m)         1010.69   (f) ADJ UNCH    2 0
 GB1573
 GB1573.Superseded values are not recommended for survey control.
 GB1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1573.See file dsdata.txt to determine how the superseded data were derived.
 GB1573
 GB1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF391474(NAD 83)
 GB1573_MARKER: DR = REFERENCE MARK DISK
 GB1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1573_STAMPING: NEELEY NO 1 1949
 GB1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1573+STABILITY: SURFACE MOTION
 GB1573
 GB1573  HISTORY     - Date     Condition        Report By
 GB1573  HISTORY     - 1949     MONUMENTED       CGS
 GB1573  HISTORY     - 1951     GOOD             NGS
 GB1573  HISTORY     - 1966     GOOD             NGS
 GB1573
 GB1573                          STATION DESCRIPTION
 GB1573
 GB1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GB1573'5.1 MI NE FROM CELINA.
 GB1573'ABOUT 5.1 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 53 FROM
 GB1573'THE COURT HOUSE AT CELINA, ABOUT 1.1 MILES NORTH OF JUNCTION OF
 GB1573'A ROAD NORTHEAST TO CALINA BOAT DOCK, 21 FEET EAST OF CENTER
 GB1573'LINE OF HIGHWAY, 28.65 FEET SOUTHWEST OF STATION MARK, 40
 GB1573'FEET SOUTH OF RM NO. 2, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 GB1573'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE MARK
 GB1573'IS 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.
 GB1573
 GB1573                          STATION RECOVERY (1966)
 GB1573
 GB1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GB1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB1571 ***********************************************************************
 GB1571  DESIGNATION -  NEELEY RM 2
 GB1571  PID         -  GB1571
 GB1571  STATE/COUNTY-  TN/CLAY
 GB1571  USGS QUAD   -  DALE HOLLOW DAM (1979)
 GB1571
 GB1571                         *CURRENT SURVEY CONTROL
 GB1571  ___________________________________________________________________
 GB1571* NAD 83(1986)-  36 33 45.     (N)    085 26 41.     (W)     SCALED    
 GB1571* NAVD 88     -       307.586  (meters)    1009.14   (feet)  ADJUSTED  
 GB1571  ___________________________________________________________________
 GB1571  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GB1571  DYNAMIC HT  -         307.321 (meters)    1008.27  (feet)  COMP
 GB1571  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 GB1571
 GB1571  VERT ORDER  -  SECOND    CLASS 0
 GB1571
 GB1571.The horizontal coordinates were scaled from a topographic map and have
 GB1571.an estimated accuracy of +/- 6 seconds.
 GB1571
 GB1571.The orthometric height was determined by differential leveling
 GB1571.and adjusted by the National Geodetic Survey in June 1991..
 GB1571
 GB1571.The geoid height was determined by GEOID03.
 GB1571
 GB1571.The dynamic height is computed by dividing the NAVD 88
 GB1571.geopotential number by the normal gravity value computed on the
 GB1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB1571.degrees latitude (g = 980.6199 gals.).
 GB1571
 GB1571.The modeled gravity was interpolated from observed gravity values.
 GB1571
 GB1571;                    North         East    Units  Estimated Accuracy
 GB1571;SPC TN       -   247,470.      649,710.      MT  (+/- 180 meters Scaled)
 GB1571
 GB1571                          SUPERSEDED SURVEY CONTROL
 GB1571
 GB1571  NGVD 29 (??/??/92)  307.688  (m)         1009.47   (f) ADJ UNCH    2 0
 GB1571
 GB1571.Superseded values are not recommended for survey control.
 GB1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB1571.See file dsdata.txt to determine how the superseded data were derived.
 GB1571
 GB1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFF391474(NAD 83)
 GB1571_MARKER: DR = REFERENCE MARK DISK
 GB1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB1571_STAMPING: NEELEY NO 2 1949
 GB1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB1571+STABILITY: SURFACE MOTION
 GB1571
 GB1571  HISTORY     - Date     Condition        Report By
 GB1571  HISTORY     - 1949     MONUMENTED       CGS
 GB1571  HISTORY     - 1966     GOOD             NGS
 GB1571
 GB1571                          STATION DESCRIPTION
 GB1571
 GB1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GB1571'5.1 MI NE FROM CELINA.
 GB1571'THIS MARK IS LOCATED AT THE NEELEY 1949 TRIANGULATION STATION
 GB1571'SITE, ABOUT 5.1 MILES EAST AND NORTHEAST ALONG STATE ROUTE 53
 GB1571'FROM THE CLAY COUNTY COURTHOUSE IN CELINA, 40 FEET SOUTH OF A
 GB1571'METAL WITNESS POST AND SIGN, 24 FEET EAST OF THE APPROXIMATE
 GB1571'CENTER OF STATE ROUTE 53, 20.03 FEET NORTHWEST OF THE STATION,
 GB1571'14 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, AND ABOUT LEVEL
 GB1571'WITH THE SURFACE OF THE HIGHWAY.  IT IS A STANDARD REFERENCE
 GB1571'MARK DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 GB1571'THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED NEELEY NO 2
 GB1571'1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0653 ***********************************************************************
 GC0653  DESIGNATION -  NEGLEY
 GC0653  PID         -  GC0653
 GC0653  STATE/COUNTY-  TN/DAVIDSON
 GC0653  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0653
 GC0653                         *CURRENT SURVEY CONTROL
 GC0653  ___________________________________________________________________
 GC0653* NAD 83(1995)-  36 08 43.17590(N)    086 46 27.58754(W)     ADJUSTED  
 GC0653* NAVD 88     -       190.531  (meters)     625.10   (feet)  ADJUSTED  
 GC0653  ___________________________________________________________________
 GC0653  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GC0653  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0653  DYNAMIC HT  -         190.368 (meters)     624.57  (feet)  COMP
 GC0653  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0653
 GC0653  HORZ ORDER  -  SECOND
 GC0653  VERT ORDER  -  SECOND    CLASS 0
 GC0653
 GC0653.The horizontal coordinates were established by classical geodetic methods
 GC0653.and adjusted by the National Geodetic Survey in April 1999..
 GC0653
 GC0653.The orthometric height was determined by differential leveling
 GC0653.and adjusted by the National Geodetic Survey in June 1991..
 GC0653
 GC0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0653
 GC0653.The geoid height was determined by GEOID03.
 GC0653
 GC0653.The dynamic height is computed by dividing the NAVD 88
 GC0653.geopotential number by the normal gravity value computed on the
 GC0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0653.degrees latitude (g = 980.6199 gals.).
 GC0653
 GC0653.The modeled gravity was interpolated from observed gravity values.
 GC0653
 GC0653;                    North         East     Units Scale Factor Converg.
 GC0653;SPC TN       -   201,315.924   530,315.180   MT  0.99996311   -0 27 12.0
 GC0653;SPC TN       -   660,483.99  1,739,875.72   sFT  0.99996311   -0 27 12.0
 GC0653;UTM  16      - 4,000,091.080   520,301.746   MT  0.99960508   +0 07 59.2
 GC0653
 GC0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0653!SPC TN       -   0.99997469  x   0.99996311  =   0.99993780
 GC0653!UTM  16      -   0.99997469  x   0.99960508  =   0.99957978
 GC0653
 GC0653:                Primary Azimuth Mark                     Grid Az
 GC0653:SPC TN       -  NASHVILLE RADIO STA WKDA MAST            013 36 40.5
 GC0653:UTM  16      -  NASHVILLE RADIO STA WKDA MAST            013 01 29.3
 GC0653
 GC0653|---------------------------------------------------------------------|
 GC0653| PID    Reference Object                     Distance      Geod. Az  |
 GC0653|                                                           dddmmss.s |
 GC0653| GC2272 NASHVILLE RADIO STA WKDA MAST       APPROX. 1.3 KM 0130928.5 |
 GC0653| GC2263 NASHVILLE FERRO CORP STACK          APPROX. 2.0 KM 1162952.2 |
 GC0653| GC0654 NEGLEY RM 1                          14.448 METERS 19423     |
 GC0653| GC0655 NEGLEY RM 2                          15.566 METERS 25342     |
 GC0653| GC0658 ROSE                                APPROX. 1.7 KM 2935255.4 |
 GC0653|---------------------------------------------------------------------|
 GC0653
 GC0653                          SUPERSEDED SURVEY CONTROL
 GC0653
 GC0653  NAD 83(1995)-  36 08 43.17798(N)    086 46 27.58954(W) AD(       ) 2
 GC0653  NAD 83(1995)-  36 08 43.17997(N)    086 46 27.58950(W) AD(       ) 2
 GC0653  NAD 83(1986)-  36 08 43.18602(N)    086 46 27.59066(W) AD(       ) 2
 GC0653  NAD 27      -  36 08 42.97930(N)    086 46 27.59420(W) AD(       ) 2
 GC0653  NGVD 29 (??/??/92)  190.553  (m)          625.17   (f) ADJ UNCH    2 0
 GC0653
 GC0653.Superseded values are not recommended for survey control.
 GC0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0653.See file dsdata.txt to determine how the superseded data were derived.
 GC0653
 GC0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF2030200091(NAD 83)
 GC0653_MARKER: DS = TRIANGULATION STATION DISK
 GC0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0653_STAMPING: NEGLEY 1959
 GC0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0653+STABILITY: SURFACE MOTION
 GC0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0653+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 GC0653
 GC0653  HISTORY     - Date     Condition        Report By
 GC0653  HISTORY     - 1959     MONUMENTED       CGS
 GC0653  HISTORY     - 1960     GOOD             NGS
 GC0653  HISTORY     - 20030122 GOOD             TNDT
 GC0653
 GC0653                          STATION DESCRIPTION
 GC0653
 GC0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0653'THE STATION IS LOCATED IN FORT NEGLEY PARK ABOUT 1-1/2 MILES
 GC0653'SOUTH-SOUTHEAST OF THE NASHVILLE STATE CAPITOL BUILDING AND IN
 GC0653'THE NORTHEAST CORNER OF THE INNER WALL OF THE FORT.
 GC0653'
 GC0653'TO REACH FROM THE INTERSECTION OF EIGHTH AVE. S. AND BROADWAY, GO
 GC0653'SOUTHERLY ON EIGHTH AVE. S. FOR 1.05 MILES TO OLYMPIC ST.,
 GC0653'TURN LEFT AND GO EAST ON OLYMPIC ST. FOR 0.1 MILE TO RIDLEY BLVD.,
 GC0653'CONTINUE ACROSS RIDLEY BLVD. AND INTO THE ENTRANCE OF THE FORT
 GC0653'NEGLEY PARK, KEEP LEFT FORK GOING AROUND THE WEST AND NORTH SIDE OF
 GC0653'THE HILL FOR 0.25 MILE TO A WIDE PLACE IN THE ROAD AND A TRACK ROAD
 GC0653'RIGHT, TURN SHARP RIGHT AND GO UP HILL FOR 0.05 MILE TO A FORK AT THE
 GC0653'TOP OF HILL AND STATION SITE ON THE LEFT ABOUT 75 FEET.
 GC0653'
 GC0653'THE STATION MARK IS A STANDARD STATION DISK STAMPED NEGLEY 1959.  THE
 GC0653'DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST WHICH IS
 GC0653'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 11 FEET SOUTH OF THE
 GC0653'NORTH EDGE OF THE FORTS INNER WALL, 11 FEET WEST OF THE EAST
 GC0653'EDGE OF THE FORTS INNER WALL AND 8 FEET SOUTH OF A WITNESS SIGN.
 GC0653'
 GC0653'THE UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET ABOUT 36
 GC0653'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED NEGLEY
 GC0653'1959.
 GC0653'
 GC0653'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED NEGLEY NO.
 GC0653'1 1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0653'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS PLACED ON THE
 GC0653'EASTERN INNER WALL OF THE FORT, 9 FEET WEST OF THE EAST EDGE OF
 GC0653'THE INNER WALL AND 6 FEET EAST OF THE WEST EDGE OF THE INNER WALL.
 GC0653'
 GC0653'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED NEGLEY NO.
 GC0653'2 1959.  THE DISK IS CEMENTED IN A 10-INCH SQUARE CONCRETE POST
 GC0653'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS PLACED ON THE
 GC0653'NORTHERN INNER WALL OF THE FORT, 12 FEET SOUTH OF THE NORTH EDGE
 GC0653'OF THE INNER WALL AND 4 FEET NORTH OF THE SOUTH EDGE OF THE INNER
 GC0653'WALL.
 GC0653'
 GC0653'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, AS THERE WAS NO
 GC0653'SUITABLE LOCATION FOUND.
 GC0653'
 GC0653'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 GC0653
 GC0653                          STATION RECOVERY (1960)
 GC0653
 GC0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GC0653'AT NASHVILLE.
 GC0653'THE STATION IS LOCATED IN FORT NEGLEY PARK ABOUT 1 1/2 MILES
 GC0653'SOUTH-SOUTHEAST OF THE STATE CAPITOL BUILDING AND IN THE NORTHEAST
 GC0653'CORNER OF THE INNER WALL OF THE FORT.  TO REACH FROM THE
 GC0653'INTERSECTION OF EIGHTH AVE. S. AND BROADWAY, GO SOUTHERLY ON
 GC0653'EIGHTH AVE. S. FOR 1.05 MILES TO OLYMPIC ST., TURN LEFT AND
 GC0653'GO EAST ON OLYMPIC ST. FOR 0.1 MILE TO RIDLEY BLVD. CONTINUE
 GC0653'ACROSS RIDLEY BLVD. AND INTO THE ENTRANCE OF THE FORT NEGLEY
 GC0653'PARK, KEEP LEFT FORK GOING AROUND THE WEST AND NORTH SIDE OF THE
 GC0653'HILL FOR 0.25 MILE TO A WIDE PLACE IN THE ROAD AND A TRACK ROAD
 GC0653'RIGHT, TURN SHARP RIGHT AND GO UP HILL FOR 0.05 MILE TO A FORK
 GC0653'AT THE TOP OF HILL, AND THE STATION SITE ON THE LEFT ABOUT
 GC0653'75 FT..  THE STATION MARK IS 11 FT. SOUTH OF THE NORTH EDGE
 GC0653'OF THE FORTS INNER WALL, 11 FT. WEST OF THE EAST EDGE OF THE
 GC0653'FORTS INNER WALL AND 8 FT. SOUTH OF A WITNESS SIGN, IN THE TOP OF
 GC0653'A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 GC0653
 GC0653                          STATION RECOVERY (2003)
 GC0653
 GC0653'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0654 ***********************************************************************
 GC0654  DESIGNATION -  NEGLEY RM 1
 GC0654  PID         -  GC0654
 GC0654  STATE/COUNTY-  TN/DAVIDSON
 GC0654  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0654
 GC0654                         *CURRENT SURVEY CONTROL
 GC0654  ___________________________________________________________________
 GC0654* NAD 83(1986)-  36 08 42.     (N)    086 46 27.     (W)     SCALED    
 GC0654* NAVD 88     -       190.733  (meters)     625.76   (feet)  ADJUSTED  
 GC0654  ___________________________________________________________________
 GC0654  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0654  DYNAMIC HT  -         190.570 (meters)     625.23  (feet)  COMP
 GC0654  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0654
 GC0654  VERT ORDER  -  SECOND    CLASS 0
 GC0654
 GC0654.The horizontal coordinates were scaled from a topographic map and have
 GC0654.an estimated accuracy of +/- 6 seconds.
 GC0654
 GC0654.The orthometric height was determined by differential leveling
 GC0654.and adjusted by the National Geodetic Survey in June 1991..
 GC0654
 GC0654.The geoid height was determined by GEOID03.
 GC0654
 GC0654.The dynamic height is computed by dividing the NAVD 88
 GC0654.geopotential number by the normal gravity value computed on the
 GC0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0654.degrees latitude (g = 980.6199 gals.).
 GC0654
 GC0654.The modeled gravity was interpolated from observed gravity values.
 GC0654
 GC0654;                    North         East    Units  Estimated Accuracy
 GC0654;SPC TN       -   201,280.      530,330.      MT  (+/- 180 meters Scaled)
 GC0654
 GC0654                          SUPERSEDED SURVEY CONTROL
 GC0654
 GC0654  NGVD 29 (??/??/92)  190.755  (m)          625.84   (f) ADJ UNCH    2 0
 GC0654
 GC0654.Superseded values are not recommended for survey control.
 GC0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0654.See file dsdata.txt to determine how the superseded data were derived.
 GC0654
 GC0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF203000(NAD 83)
 GC0654_MARKER: DR = REFERENCE MARK DISK
 GC0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0654_STAMPING: NEGLEY NO 1 1959
 GC0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0654+STABILITY: SURFACE MOTION
 GC0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0654+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 GC0654
 GC0654  HISTORY     - Date     Condition        Report By
 GC0654  HISTORY     - 1959     MONUMENTED       CGS
 GC0654  HISTORY     - 1960     GOOD             NGS
 GC0654  HISTORY     - 20030122 GOOD             TNDT
 GC0654
 GC0654                          STATION DESCRIPTION
 GC0654
 GC0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0654'AT NASHVILLE.
 GC0654'THIS MARK IS LOCATED AT THE NEGLEY 1959 STATION SITE, 47.4 FT.
 GC0654'SOUTH OF THE STATION MARK, AT THE EASTERN INNER WALL OF THE
 GC0654'FORT, 9 FT. WEST OF THE EAST EDGE OF THE INNER WALL AND 6 FT.
 GC0654'EAST OF THE WEST EDGE OF THE INNER WALL, IN THE TOP OF A CONCRETE
 GC0654'POST THAT IS FLUSH WITH THE GROUND.
 GC0654
 GC0654                          STATION RECOVERY (2003)
 GC0654
 GC0654'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0655 ***********************************************************************
 GC0655  DESIGNATION -  NEGLEY RM 2
 GC0655  PID         -  GC0655
 GC0655  STATE/COUNTY-  TN/DAVIDSON
 GC0655  USGS QUAD   -  NASHVILLE WEST (1983)
 GC0655
 GC0655                         *CURRENT SURVEY CONTROL
 GC0655  ___________________________________________________________________
 GC0655* NAD 83(1986)-  36 08 42.     (N)    086 46 27.     (W)     SCALED    
 GC0655* NAVD 88     -       190.546  (meters)     625.15   (feet)  ADJUSTED  
 GC0655  ___________________________________________________________________
 GC0655  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GC0655  DYNAMIC HT  -         190.382 (meters)     624.61  (feet)  COMP
 GC0655  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 GC0655
 GC0655  VERT ORDER  -  SECOND    CLASS 0
 GC0655
 GC0655.The horizontal coordinates were scaled from a topographic map and have
 GC0655.an estimated accuracy of +/- 6 seconds.
 GC0655
 GC0655.The orthometric height was determined by differential leveling
 GC0655.and adjusted by the National Geodetic Survey in June 1991..
 GC0655
 GC0655.The geoid height was determined by GEOID03.
 GC0655
 GC0655.The dynamic height is computed by dividing the NAVD 88
 GC0655.geopotential number by the normal gravity value computed on the
 GC0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0655.degrees latitude (g = 980.6199 gals.).
 GC0655
 GC0655.The modeled gravity was interpolated from observed gravity values.
 GC0655
 GC0655;                    North         East    Units  Estimated Accuracy
 GC0655;SPC TN       -   201,280.      530,330.      MT  (+/- 180 meters Scaled)
 GC0655
 GC0655                          SUPERSEDED SURVEY CONTROL
 GC0655
 GC0655  NGVD 29 (??/??/92)  190.568  (m)          625.22   (f) ADJ UNCH    2 0
 GC0655
 GC0655.Superseded values are not recommended for survey control.
 GC0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0655.See file dsdata.txt to determine how the superseded data were derived.
 GC0655
 GC0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEF203000(NAD 83)
 GC0655_MARKER: DR = REFERENCE MARK DISK
 GC0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0655_STAMPING: NEGLEY NO 2 1959
 GC0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0655+STABILITY: SURFACE MOTION
 GC0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GC0655+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 GC0655
 GC0655  HISTORY     - Date     Condition        Report By
 GC0655  HISTORY     - 1959     MONUMENTED       CGS
 GC0655  HISTORY     - 1960     GOOD             NGS
 GC0655  HISTORY     - 20030122 GOOD             TNDT
 GC0655
 GC0655                          STATION DESCRIPTION
 GC0655
 GC0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GC0655'AT NASHVILLE.
 GC0655'THIS MARK IS LOCATED AT THE NEGLEY 1959 STATION SITE, 51 FT.
 GC0655'SOUTHWEST OF THE STATION MARK, ON THE NORTHERN INNER WALL OF THE
 GC0655'FORT, 12 FT. NORTH OF THE NORTH EDGE OF THE INNER WALL AND
 GC0655'4 FT. NORTH OF THE SOUTH EDGE OF THE INNER WALL, IN THE TOP OF
 GC0655'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GC0655
 GC0655                          STATION RECOVERY (2003)
 GC0655
 GC0655'RECOVERY NOTE BY TN DEPT OF TRANSP 2003 (DWB)
 GC0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1455 ***********************************************************************
 FD1455  DESIGNATION -  NEIL
 FD1455  PID         -  FD1455
 FD1455  STATE/COUNTY-  TN/MARSHALL
 FD1455  USGS QUAD   -  BELFAST (1982)
 FD1455
 FD1455                         *CURRENT SURVEY CONTROL
 FD1455  ___________________________________________________________________
 FD1455* NAD 83(1995)-  35 26 48.51659(N)    086 41 24.03184(W)     ADJUSTED  
 FD1455* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 FD1455  ___________________________________________________________________
 FD1455  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FD1455  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FD1455
 FD1455  HORZ ORDER  -  SECOND
 FD1455
 FD1455.The horizontal coordinates were established by classical geodetic methods
 FD1455.and adjusted by the National Geodetic Survey in April 1999..
 FD1455
 FD1455.The orthometric height was scaled from a topographic map.
 FD1455
 FD1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1455
 FD1455.The geoid height was determined by GEOID03.
 FD1455
 FD1455;                    North         East     Units Scale Factor Converg.
 FD1455;SPC TN       -   123,760.529   537,357.003   MT  0.99997110   -0 24 14.3
 FD1455;SPC TN       -   406,037.67  1,762,978.77   sFT  0.99997110   -0 24 14.3
 FD1455;UTM  16      - 3,922,638.580   528,132.626   MT  0.99960975   +0 10 47.2
 FD1455
 FD1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1455!SPC TN       -   0.99995697  x   0.99997110  =   0.99992807
 FD1455!UTM  16      -   0.99995697  x   0.99960975  =   0.99956673
 FD1455
 FD1455:                Primary Azimuth Mark                     Grid Az
 FD1455:SPC TN       -  NEIL AZ MK                               017 34 02.1
 FD1455:UTM  16      -  NEIL AZ MK                               016 59 00.6
 FD1455
 FD1455|---------------------------------------------------------------------|
 FD1455| PID    Reference Object                     Distance      Geod. Az  |
 FD1455|                                                           dddmmss.s |
 FD1455| CG6187 NEIL AZ MK                                         0170947.8 |
 FD1455| FD1452 SHELBYVILLE MUNICIPAL TANK          APPROX.22.2 KM 0805939.7 |
 FD1455| CG6188 NEIL RM 1                            20.454 METERS 10925     |
 FD1455| CG6189 NEIL RM 2                            10.998 METERS 21504     |
 FD1455| FD1462 LEWISBURG MUNICIPAL TANK            APPROX. 9.3 KM 2725243.9 |
 FD1455|---------------------------------------------------------------------|
 FD1455
 FD1455                          SUPERSEDED SURVEY CONTROL
 FD1455
 FD1455  NAD 83(1995)-  35 26 48.52092(N)    086 41 24.03258(W) AD(       ) 2
 FD1455  NAD 83(1995)-  35 26 48.52135(N)    086 41 24.03278(W) AD(       ) 2
 FD1455  NAD 83(1986)-  35 26 48.52711(N)    086 41 24.03140(W) AD(       ) 2
 FD1455  NAD 27      -  35 26 48.26200(N)    086 41 24.04100(W) AD(       ) 2
 FD1455
 FD1455.Superseded values are not recommended for survey control.
 FD1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1455.See file dsdata.txt to determine how the superseded data were derived.
 FD1455
 FD1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2813322639(NAD 83)
 FD1455_MARKER: DS = TRIANGULATION STATION DISK
 FD1455_SETTING: 66 = SET IN ROCK OUTCROP
 FD1455_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FD1455
 FD1455  HISTORY     - Date     Condition        Report By
 FD1455  HISTORY     - 1934     MONUMENTED       CGS
 FD1455  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FD1455
 FD1455                          STATION DESCRIPTION
 FD1455
 FD1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1455'ABOUT 5.5 MILES EAST OF LEWISBURG, 2.5 MILES EAST-NORTHEAST OF
 FD1455'BELFAST, ON SMALL
 FD1455'FLAT-TOPPED HILL KNOWN LOCALLY AS GLENN HILL, AND
 FD1455'ON PROPERTY OF MRS MARY NEIL.  TO
 FD1455'REACH FROM COURTHOUSE AT LEWISBURG,
 FD1455'GO EAST ON STREET ON NORTH SIDE OF COURTHOUSE 0.2
 FD1455'MILE, CROSS CREEK
 FD1455'BRIDGE, TURN LEFT AND THEN RIGHT BETWEEN STONE WALLS, GO 0.6 MILE TO
 FD1455'THE HARWELL AND
 FD1455'FINLEY STORE, KEEP STRAIGHT AHEAD ON MAIN ROAD 3.8
 FD1455'MILES TO STONE WALL, FOLLOW RIGHT
 FD1455'FORK 0.55 MILE, FOLLOW LEFT FORK
 FD1455'0.1 MILE, AND FOLLOW LEFT FORK 0.3 MILE TO HOME OF
 FD1455'OTIS LUNA.
 FD1455'STATION IS ON PROMINENT KNOB ABOUT 0.5 MILE EAST.  GO BY WAY OF
 FD1455'SPRING ABOUT 0.25
 FD1455'MILE SOUTH OF STATION AND THEN LEFT (NORTH) UP
 FD1455'DIVIDE TO STATION SITE.  STATION IS
 FD1455'AT SOUTH END OF RIDGE, 19 FEET
 FD1455'NORTHEAST OF BLAZED 9-INCH HACKBERRY TREE, 24 FEET
 FD1455'SOUTHEAST OF
 FD1455'BLAZED ASH, 24 FEET SOUTH OF BLAZED WHITE OAK, AND 27.3 FEET
 FD1455'NORTHWEST OF
 FD1455'ANOTHER BLAZED HACKBERRY TREE.  MARK IS STANDARD STATION
 FD1455'DISK IN FLAT-TOPPED ROCK
 FD1455'OUTCROP.  REFERENCE AND AZIMUTH
 FD1455'MARKS ARE STANDARD REFERENCE DISKS IN
 FD1455'OUTCROPPING BEDROCK.
 FD1455'NO 1 IS ABOUT 2 FEET LOWER THAN AND 20.454 METERS (67.11
 FD1455'FEET) FROM
 FD1455'STATION S 70 DEG 35 MIN E.  NO 2 IS ALONG TOP OF RIDGE AND
 FD1455'10.998 METERS
 FD1455'(36.08 FEET) FROM STATION S 35 DEG 04 MIN W.
 FD1455'AZIMUTH MARK IS IN LARGE FLAT
 FD1455'ROCK OUTCROP AND SLIGHTLY HIGHER THAN
 FD1455'AND 150 YARDS FROM STATION N 17 DEG 10 MIN E.
 FD1455
 FD1455                          STATION RECOVERY (1962)
 FD1455
 FD1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1455'THE STATION MARK WAS FOUND IN FAIR CONDITION.  THE GROUTING AROUND
 FD1455'THE MARK HAD BEEN BROKEN
 FD1455'AWAY BUT THE DISK WAS STILL VERY FIRM IN THE DRILL HOLE
 FD1455'AND WAS REGROUTED IN THE EXACT
 FD1455'ORIGINAL POSITION.  REFERENCE MARK NO
 FD1455'1, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 FD1455'RECOVERED IN GOOD
 FD1455'CONDITION.  THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.
 FD1455'FOLLOWING IS A
 FD1455'NEW AND COMPLETE DESCRIPTION.
 FD1455'
 FD1455'THE STATION IS ON THE TOP OF A SMALL, FLAT-TOPPED HILL KNOWN LOCALLY
 FD1455'AS GLENN HILL ON THE
 FD1455'PROPERTY OF MR PAUL JONES, ABOUT 5.5 MILES EAST OF
 FD1455'LEWISBURG, AND 2.5 MILES
 FD1455'EAST-NORTHEAST OF BELFAST.
 FD1455'
 FD1455'TO REACH FROM THE POST OFFICE IN THE SMALL COMMUNITY OF BELFAST, GO
 FD1455'NORTH ON THE FARMINGTON
 FD1455'ROAD (COUNTY ROAD R 7109) FOR 1.55 MILES TO AN ANGLING
 FD1455'CROSSROAD, KEEP LEFT, NORTHERLY
 FD1455'ON FARMINGTON ROAD FOR 0.65 MILE TO A
 FD1455'TRACK ROAD ON THE RIGHT JUST AFTER PASSING OTIS
 FD1455'LUNAS FARM.  HERE
 FD1455'TURN RIGHT ON THIS TRACK ROAD AND GO EASTERLY FOR 0.05 MILE TO A
 FD1455'POLE GATE AT LARGE
 FD1455'CEDAR TREE, PASS THROUGH THIS GATE AND CONTINUE
 FD1455'EASTERLY ACROSS PASTURE FOR 0.4
 FD1455'MILE TO A FENCE JUST EAST OF A SMALL
 FD1455'STOCK POND END OF TRUCK TRAVEL.  FROM THIS POINT,
 FD1455'CROSS FENCE AND
 FD1455'PACK EASTERLY, UPHILL, THROUGH DENSE WOODS FOR ABOUT 0.15 MILE TO
 FD1455'THE TOP OF THE
 FD1455'HILL AT A NORTH-SOUTH FENCE AND THE STATION JUST WEST OF
 FD1455'THIS FENCE.  THIS IS ABOUT A
 FD1455'5 MINUTE PACK.
 FD1455'
 FD1455'THE STATION IS 38 FEET WEST OF A WOVEN WIRE FENCE, 30 FEET SOUTHEAST
 FD1455'OF A 16-INCH, TRIANGLE
 FD1455'BLAZED ASH TREE, 19 FEET NORTHEAST OF A 10-INCH,
 FD1455'TRIANGLE BLAZED HACKBERRY TREE, AND
 FD1455'IS SURROUNDED BY A CIRCULAR WALL
 FD1455'OF STONE.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 FD1455'HOLE IN
 FD1455'OUTCROPPING BEDROCK AND THE DISK IS STAMPED NEIL 1934.
 FD1455'
 FD1455'REFERENCE MARK NO 1 IS ACROSS THE FENCE FROM THE STATION ON THE
 FD1455'PROPERTY OF MR ROY BEECH,
 FD1455'27 FEET EAST OF A WOVEN WIRE FENCE, 25 FEET SOUTH OF A
 FD1455'20-INCH, TRIANGLE BLAZED ELM
 FD1455'TREE, AND 11,5 FEET WEST OF AN 8-INCH,
 FD1455'TRIANGLE BLAZED HICKORY TREE.  IT IS A STANDARD
 FD1455'DISK CEMENTED IN A
 FD1455'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED NEIL NO
 FD1455'1 1934.
 FD1455'
 FD1455'REFERENCE MARK NO 2 IS ON THE SAME SIDE OF THE FENCE AS THE STATION,
 FD1455'19 FEET SOUTH OF A
 FD1455'10-INCH, TRIANGLE BLAZED HACKBERRY TREE, 16.5 FEET NORTH
 FD1455'OF AN 8-INCH, TRIANGLE BLAZED
 FD1455'ASH TREE, AND 16 FEET WEST OF AN
 FD1455'8-INCH, TRIANGLE BLAZED BOXELDER TREE.  IT IS A
 FD1455'STANDARD DISK
 FD1455'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 FD1455'STAMPED NEIL NO
 FD1455'2 1934.
 FD1455'
 FD1455'THE AZIMUTH MARK IS ACROSS THE FENCE AND ABOUT 4 FEET ABOVE THE
 FD1455'ELEVATION OF THE STATION
 FD1455'ON THE PROPERTY OF MR ROY BEECH, 35 FEET SOUTH OF A
 FD1455'36-INCH, TRIANGLE BLAZED
 FD1455'BOXELDER TREE, 28.5 FEET EAST OF A WOVEN
 FD1455'WIRE FENCE, AND 11 FEET EAST OF AN 8-INCH,
 FD1455'TRIANGLE BLAZED ASH TREE.
 FD1455'IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 FD1455'IN
 FD1455'OUTCROPPING BEDROCK AND THE DISK IS STAMPED NEIL AZI 1934.
 FD1455'
 FD1455'NOTE.  THIS STATION COULD BE DRIVEN TO WITH FOUR-WHEEL DRIVE TRUCK BY
 FD1455'GOIND TO THE NORTH END OF
 FD1455'THE HILL AND PICKING WAY ALONG SLOPE TO THE SUMMIT
 FD1455'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1430 ***********************************************************************
 FC1430  DESIGNATION -  NEVILL
 FC1430  PID         -  FC1430
 FC1430  STATE/COUNTY-  TN/COFFEE
 FC1430  USGS QUAD   -  ALTO (1947)
 FC1430
 FC1430                         *CURRENT SURVEY CONTROL
 FC1430  ___________________________________________________________________
 FC1430* NAD 83(1995)-  35 21 46.84272(N)    085 57 48.11250(W)     ADJUSTED  
 FC1430* NAVD 88     -       324.799  (meters)    1065.61   (feet)  ADJUSTED  
 FC1430  ___________________________________________________________________
 FC1430  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FC1430  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1430  DYNAMIC HT  -         324.487 (meters)    1064.59  (feet)  COMP
 FC1430  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 FC1430
 FC1430  HORZ ORDER  -  SECOND
 FC1430  VERT ORDER  -  SECOND    CLASS 0
 FC1430
 FC1430.The horizontal coordinates were established by classical geodetic methods
 FC1430.and adjusted by the National Geodetic Survey in April 1999..
 FC1430
 FC1430.The orthometric height was determined by differential leveling
 FC1430.and adjusted by the National Geodetic Survey in June 1991..
 FC1430
 FC1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1430
 FC1430.The geoid height was determined by GEOID03.
 FC1430
 FC1430.The dynamic height is computed by dividing the NAVD 88
 FC1430.geopotential number by the normal gravity value computed on the
 FC1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1430.degrees latitude (g = 980.6199 gals.).
 FC1430
 FC1430.The modeled gravity was interpolated from observed gravity values.
 FC1430
 FC1430;                    North         East     Units Scale Factor Converg.
 FC1430;SPC TN       -   114,243.287   603,329.483   MT  0.99998198   +0 01 17.2
 FC1430;SPC TN       -   374,813.18  1,979,423.48   sFT  0.99998198   +0 01 17.2
 FC1430;UTM  16      - 3,913,794.013   594,176.743   MT  0.99970930   +0 36 00.0
 FC1430
 FC1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1430!SPC TN       -   0.99995355  x   0.99998198  =   0.99993553
 FC1430!UTM  16      -   0.99995355  x   0.99970930  =   0.99966287
 FC1430
 FC1430|---------------------------------------------------------------------|
 FC1430| PID    Reference Object                     Distance      Geod. Az  |
 FC1430|                                                           dddmmss.s |
 FC1430| FC1431 NEVILL RM 1                          20.980 METERS 01840     |
 FC1430| CG6190 NEVILL AZ MK                                       0733930.6 |
 FC1430| FC1429 NEVILL RM 2                          25.572 METERS 10430     |
 FC1430|---------------------------------------------------------------------|
 FC1430
 FC1430                          SUPERSEDED SURVEY CONTROL
 FC1430
 FC1430  NAD 83(1995)-  35 21 46.84855(N)    085 57 48.11297(W) AD(       ) 2
 FC1430  NAD 83(1995)-  35 21 46.84815(N)    085 57 48.11335(W) AD(       ) 2
 FC1430  NAD 83(1995)-  35 21 46.85035(N)    085 57 48.11031(W) AD(       ) 2
 FC1430  NAD 83(1986)-  35 21 46.85269(N)    085 57 48.10891(W) AD(       ) 2
 FC1430  NAD 27      -  35 21 46.56660(N)    085 57 48.17430(W) AD(       ) 2
 FC1430  NGVD 29 (??/??/92)  324.794  (m)         1065.60   (f) ADJ UNCH    2 0
 FC1430
 FC1430.Superseded values are not recommended for survey control.
 FC1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1430.See file dsdata.txt to determine how the superseded data were derived.
 FC1430
 FC1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE9417713794(NAD 83)
 FC1430_MARKER: DE = TRAVERSE STATION DISK
 FC1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1430_STAMPING: NEVILL 1962
 FC1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1430+STABILITY: SURFACE MOTION
 FC1430
 FC1430  HISTORY     - Date     Condition        Report By
 FC1430  HISTORY     - 1962     MONUMENTED       CGS
 FC1430  HISTORY     - 1962     GOOD             CGS
 FC1430
 FC1430                          STATION DESCRIPTION
 FC1430
 FC1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1430'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF PELHAM, 3 MILES
 FC1430'SOUTH OF HILLSBORO AND 1-1/4 MILE NORTH OF PRAIRIE PLAINS ON
 FC1430'PROPERTY OF MR. STROUD NEVILL.
 FC1430'
 FC1430'TO REACH THE STATION FROM THE CROSSROAD AND POST OFFICE IN HILLSBORO,
 FC1430'GO SOUTH ON A BLACK TOPPED ROAD FOR 0.4 MILE TO A FORK, TAKE LEFT
 FC1430'AND GO 2.95 MILE TO A BOARD GATE ON THE RIGHT, OPPOSITE THE HOME OF
 FC1430'MR. W.A. LONG, TURN RIGHT THROUGH GATE AND GO 0.05 MILE TO A FORK
 FC1430'AND THE MARK ON THE LEFT.
 FC1430'
 FC1430'THE STATION IS 33 FEET WEST OF A ROAD FORK, 12 FEET NORTH OF EDGE OF
 FC1430'BANK OF A DITCH AND 2.1 FEET EAST OF A METAL WITNESS SIGN.  IT
 FC1430'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FC1430'PROJECTS 1 INCH AND IS STAMPED NEVILL 1962.
 FC1430'
 FC1430'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF A TRACK ROAD.  IT IS A
 FC1430'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 FC1430'FLUSH AND IS STAMPED NEVILL NO 1 1962.
 FC1430'
 FC1430'REFERENCE MARK NO. 2 IS 9 FEET NORTH OF A TRACK ROAD.  IT IS A
 FC1430'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 FC1430'FLUSH AND IS STAMPED NEVILL NO 2 1962.
 FC1430'
 FC1430'THE AZIMUTH MARK IS 225 FEET NORTH OF A GRAVELED ROAD RIGHT, 67 FEET
 FC1430'SOUTH OF A POWER POLE, 50 FEET EAST OF THE APPROXIMATE
 FC1430'CENTER OF U.S. HIGHWAY NO. 41, 1.9 FEET NORTH OF A METAL WITNESS POST
 FC1430'AND 1 FOOT WEST OF A FENCE.
 FC1430'
 FC1430'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AND POST OFFICE IN
 FC1430'HILLSBORO, GO SOUTH EAST ON U.S. HIGHWAY NO. 41 FOR 3.25 MILE TO
 FC1430'THE MARK ON THE LEFT.
 FC1430'
 FC1430'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 FC1430
 FC1430                          STATION RECOVERY (1962)
 FC1430
 FC1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FC1430'3.4 MI S FROM HILLSBORO.
 FC1430'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF PELHAM, 3.4
 FC1430'MILES SOUTH OF HILLSBORO AND 1 1/4 MILE NORTH OF PRAIRIE PLAINS
 FC1430'ON THE PROPERTY OF MR. STROUD NEVILL.  TO REACH THE STATION
 FC1430'FROM THE CROSSROAD AND POST OFFICE IN HILLSBORO, GO SOUTH ON
 FC1430'A BLACK TOPPED ROAD FOR 0.4 MILE TO A FORK, TAKE LEFT AND GO
 FC1430'2.95 MILE TO A BOARD GATE ON THE RIGHT, OPPOSITE THE HOME OF
 FC1430'MR. W.A. LONG, TURN RIGHT THROUGH GATE AND GO 0.05 MILE TO A
 FC1430'FORK AND THE MARK ON THE LEFT, 33 FEET WEST OF A ROAD FORK,
 FC1430'12 FEET NORTH OF A BANK OF A DITCH AND 2.1 FEET EAST OF A METAL
 FC1430'WITNESS SIGN.  A STANDARD TRAVERSE STATION DISK SET IN THE
 FC1430'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1431 ***********************************************************************
 FC1431  DESIGNATION -  NEVILL RM 1
 FC1431  PID         -  FC1431
 FC1431  STATE/COUNTY-  TN/COFFEE
 FC1431  USGS QUAD   -  ALTO (1947)
 FC1431
 FC1431                         *CURRENT SURVEY CONTROL
 FC1431  ___________________________________________________________________
 FC1431* NAD 83(1986)-  35 21 46.     (N)    085 57 48.     (W)     SCALED    
 FC1431* NAVD 88     -       324.016  (meters)    1063.04   (feet)  ADJUSTED  
 FC1431  ___________________________________________________________________
 FC1431  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1431  DYNAMIC HT  -         323.705 (meters)    1062.02  (feet)  COMP
 FC1431  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 FC1431
 FC1431  VERT ORDER  -  SECOND    CLASS 0
 FC1431
 FC1431.The horizontal coordinates were scaled from a topographic map and have
 FC1431.an estimated accuracy of +/- 6 seconds.
 FC1431
 FC1431.The orthometric height was determined by differential leveling
 FC1431.and adjusted by the National Geodetic Survey in June 1991..
 FC1431
 FC1431.The geoid height was determined by GEOID03.
 FC1431
 FC1431.The dynamic height is computed by dividing the NAVD 88
 FC1431.geopotential number by the normal gravity value computed on the
 FC1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1431.degrees latitude (g = 980.6199 gals.).
 FC1431
 FC1431.The modeled gravity was interpolated from observed gravity values.
 FC1431
 FC1431;                    North         East    Units  Estimated Accuracy
 FC1431;SPC TN       -   114,220.      603,330.      MT  (+/- 180 meters Scaled)
 FC1431
 FC1431                          SUPERSEDED SURVEY CONTROL
 FC1431
 FC1431  NGVD 29 (??/??/92)  324.011  (m)         1063.03   (f) ADJ UNCH    2 0
 FC1431
 FC1431.Superseded values are not recommended for survey control.
 FC1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1431.See file dsdata.txt to determine how the superseded data were derived.
 FC1431
 FC1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE941137(NAD 83)
 FC1431_MARKER: DR = REFERENCE MARK DISK
 FC1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1431_STAMPING: NEVILL NO 1 1962
 FC1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1431+STABILITY: SURFACE MOTION
 FC1431
 FC1431  HISTORY     - Date     Condition        Report By
 FC1431  HISTORY     - 1962     MONUMENTED       CGS
 FC1431
 FC1431                          STATION DESCRIPTION
 FC1431
 FC1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1431'3.4 MI S FROM HILLSBORO.
 FC1431'AT THE NEVILL STATION SITE, 68.84 FEET NORTH OF THE STATION,
 FC1431'30 FEET NORTH OF A TRACK ROAD.  A STANDARD REFERENCE MARK DISK
 FC1431'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1429 ***********************************************************************
 FC1429  DESIGNATION -  NEVILL RM 2
 FC1429  PID         -  FC1429
 FC1429  STATE/COUNTY-  TN/COFFEE
 FC1429  USGS QUAD   -  ALTO (1947)
 FC1429
 FC1429                         *CURRENT SURVEY CONTROL
 FC1429  ___________________________________________________________________
 FC1429* NAD 83(1986)-  35 21 46.     (N)    085 57 48.     (W)     SCALED    
 FC1429* NAVD 88     -       323.366  (meters)    1060.91   (feet)  ADJUSTED  
 FC1429  ___________________________________________________________________
 FC1429  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1429  DYNAMIC HT  -         323.055 (meters)    1059.89  (feet)  COMP
 FC1429  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 FC1429
 FC1429  VERT ORDER  -  SECOND    CLASS 0
 FC1429
 FC1429.The horizontal coordinates were scaled from a topographic map and have
 FC1429.an estimated accuracy of +/- 6 seconds.
 FC1429
 FC1429.The orthometric height was determined by differential leveling
 FC1429.and adjusted by the National Geodetic Survey in June 1991..
 FC1429
 FC1429.The geoid height was determined by GEOID03.
 FC1429
 FC1429.The dynamic height is computed by dividing the NAVD 88
 FC1429.geopotential number by the normal gravity value computed on the
 FC1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1429.degrees latitude (g = 980.6199 gals.).
 FC1429
 FC1429.The modeled gravity was interpolated from observed gravity values.
 FC1429
 FC1429;                    North         East    Units  Estimated Accuracy
 FC1429;SPC TN       -   114,220.      603,330.      MT  (+/- 180 meters Scaled)
 FC1429
 FC1429                          SUPERSEDED SURVEY CONTROL
 FC1429
 FC1429  NGVD 29 (??/??/92)  323.361  (m)         1060.89   (f) ADJ UNCH    2 0
 FC1429
 FC1429.Superseded values are not recommended for survey control.
 FC1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1429.See file dsdata.txt to determine how the superseded data were derived.
 FC1429
 FC1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE941137(NAD 83)
 FC1429_MARKER: DR = REFERENCE MARK DISK
 FC1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1429_STAMPING: NEVILL NO 2 1962
 FC1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1429+STABILITY: SURFACE MOTION
 FC1429
 FC1429  HISTORY     - Date     Condition        Report By
 FC1429  HISTORY     - 1962     MONUMENTED       CGS
 FC1429
 FC1429                          STATION DESCRIPTION
 FC1429
 FC1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FC1429'3.4 MI S FROM HILLSBORO.
 FC1429'AT THE NEVILL STATION SITE, 83.90 FEET EAST OF THE STATION,
 FC1429'9 FEET NORTH OF A TRACK ROAD.  A STANDARD REFERENCE MARK DISK SET
 FC1429'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2493 ***********************************************************************
 GA2493  DESIGNATION -  NEW
 GA2493  PID         -  GA2493
 GA2493  STATE/COUNTY-  TN/CLAIBORNE
 GA2493  USGS QUAD   -  TAZEWELL (1971)
 GA2493
 GA2493                         *CURRENT SURVEY CONTROL
 GA2493  ___________________________________________________________________
 GA2493* NAD 83(1995)-  36 26 45.08723(N)    083 35 39.36339(W)     ADJUSTED  
 GA2493* NAVD 88     -       457.445  (meters)    1500.80   (feet)  ADJUSTED  
 GA2493  ___________________________________________________________________
 GA2493  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 GA2493  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2493  DYNAMIC HT  -         457.030 (meters)    1499.44  (feet)  COMP
 GA2493  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 GA2493
 GA2493  HORZ ORDER  -  SECOND
 GA2493  VERT ORDER  -  SECOND    CLASS 0
 GA2493
 GA2493.The horizontal coordinates were established by classical geodetic methods
 GA2493.and adjusted by the National Geodetic Survey in April 1999..
 GA2493
 GA2493.The orthometric height was determined by differential leveling
 GA2493.and adjusted by the National Geodetic Survey in June 1991..
 GA2493
 GA2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2493
 GA2493.The geoid height was determined by GEOID03.
 GA2493
 GA2493.The dynamic height is computed by dividing the NAVD 88
 GA2493.geopotential number by the normal gravity value computed on the
 GA2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2493.degrees latitude (g = 980.6199 gals.).
 GA2493
 GA2493.The modeled gravity was interpolated from observed gravity values.
 GA2493
 GA2493;                    North         East     Units Scale Factor Converg.
 GA2493;SPC TN       -   237,038.674   815,661.595   MT  1.00000531   +1 24 30.3
 GA2493;SPC TN       -   777,684.38  2,676,049.75   sFT  1.00000531   +1 24 30.3
 GA2493;UTM  17      - 4,036,530.791   267,484.456   MT  1.00026615   -1 32 30.7
 GA2493
 GA2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2493!SPC TN       -   0.99993303  x   1.00000531  =   0.99993834
 GA2493!UTM  17      -   0.99993303  x   1.00026615  =   1.00019917
 GA2493
 GA2493|---------------------------------------------------------------------|
 GA2493| PID    Reference Object                     Distance      Geod. Az  |
 GA2493|                                                           dddmmss.s |
 GA2493| GA2494 NEW RM 1                             10.997 METERS 04914     |
 GA2493| DC2562 TAZWELL MUN WATER TANK                             0593259.6 |
 GA2493| GA2492 NEW RM 2                             10.750 METERS 22848     |
 GA2493|---------------------------------------------------------------------|
 GA2493
 GA2493                          SUPERSEDED SURVEY CONTROL
 GA2493
 GA2493  NAD 83(1995)-  36 26 45.09015(N)    083 35 39.36547(W) AD(       ) 2
 GA2493  NAD 83(1995)-  36 26 45.08900(N)    083 35 39.35771(W) AD(       ) 2
 GA2493  NAD 83(1995)-  36 26 45.09609(N)    083 35 39.36494(W) AD(       ) 2
 GA2493  NAD 83(1986)-  36 26 45.09802(N)    083 35 39.36441(W) AD(       ) 2
 GA2493  NAD 27      -  36 26 44.79923(N)    083 35 39.69809(W) AD(       ) 2
 GA2493  NGVD 29 (??/??/92)  457.550  (m)         1501.15   (f) ADJ UNCH    2 0
 GA2493
 GA2493.Superseded values are not recommended for survey control.
 GA2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2493.See file dsdata.txt to determine how the superseded data were derived.
 GA2493
 GA2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6748436531(NAD 83)
 GA2493_MARKER: DD = SURVEY DISK
 GA2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2493_STAMPING: NEW 1963
 GA2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2493+STABILITY: SURFACE MOTION
 GA2493
 GA2493  HISTORY     - Date     Condition        Report By
 GA2493  HISTORY     - 1963     MONUMENTED       TNHD
 GA2493  HISTORY     - 1964     GOOD             TNHD
 GA2493  HISTORY     - 1975     GOOD             NGS
 GA2493
 GA2493                          STATION DESCRIPTION
 GA2493
 GA2493'DESCRIBED BY TN HIGHWAY DEPT 1963 (JAG)
 GA2493'THE STATION IS LOCATED IN NEW TAZEWELL.
 GA2493'
 GA2493'TO REACH THE STATION FROM THE POST OFFICE IN NEW TAZEWELL, GO 0.2
 GA2493'MILE NORTHEAST OF
 GA2493'STATE ROUTE 33 TO FIFTH STREET ON THE LEFT, TURN LEFT
 GA2493'ONTO FIFTH STREET, THEN TURN
 GA2493'RIGHT ONTO NEW STREET AND GO 0.05 MILE
 GA2493'NORTHWEST ON NEW STREET TO THE STATION ON THE
 GA2493'RIGHT AS DESCRIBED.
 GA2493'
 GA2493'THE STATION IS 14 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF NEW
 GA2493'STREET, 5 FEET NORTH OF
 GA2493'A CUT BANK, 4 FEET SOUTH OF A FENCE POST, AND 2.5 FEET
 GA2493'WEST OF A WITNESS POST.
 GA2493'
 GA2493'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY
 GA2493'DEPARTMENT DISKS AND THE
 GA2493'DISKS ARE STAMPED NEW 1963.  THE UNDERGROUND MARK IS
 GA2493'ABOUT 30 INCHES BELOW THE
 GA2493'SURFACE.  THE SURFACE DISK IS SET IN A
 GA2493'10-INCH SQUARE, FLUSH, CONCRETE MONUMENT.
 GA2493'
 GA2493'REFERENCE MARK NO. 1 IS 49 FEET SOUTHWEST OF A TELEPHONE POLE, 13
 GA2493'FEET SOUTHEAST OF
 GA2493'THE APPROXIMATE CENTER OF NEW STREET, 5 FEET NORTH OF A
 GA2493'CUT BANK, AND 4 FEET SOUTHWEST
 GA2493'OF A FENCE POST.  IT IS A STANDARD
 GA2493'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2493'10-INCH SQUARE, FLUSH,
 GA2493'CONCRETE MONUMENT AND THE DISK IS STAMPED NEW RM-1 1963.
 GA2493'
 GA2493'REFERENCE MARK NO. 2 IS 48 FEET NORTHEAST OF THE TELEPHONE POLE 1213,
 GA2493'14 FEET SOUTHEAST OF
 GA2493'THE APPROXIMATE CENTER OF NEW STREET, 4 FEET
 GA2493'NORTHWEST OF A CUT BANK, AND 3 FEET
 GA2493'SOUTH OF A FENCE POST.  IT IS A
 GA2493'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GA2493'10-INCH SQUARE,
 GA2493'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NEW RM-2 1963.
 GA2493'
 GA2493'THE TAZEWELL MUNICIPAL WATER TANK WILL SERVE AS THE AZIMUTH MARK.  IT
 GA2493'IS A 4 LEGGED STEEL
 GA2493'STRUCTURE, PAINTED ALUMINUM, WITH AN OVERALL HEIGHT OF
 GA2493'ABOUT 60 FEET.  THE POINT
 GA2493'INTERSECTED WAS THE BALL AT THE TOP.
 GA2493'
 GA2493'TO REACH THE WATER TANK FROM THE STATION, GO 0.4 MILE NORTHWEST ON
 GA2493'NEW STREET TO A DRIVE WAY
 GA2493'ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE NORTHEAST TO
 GA2493'THE TOP OF A SMALL KNOLL AND THE
 GA2493'TANK.
 GA2493'
 GA2493'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GA2493
 GA2493                          STATION RECOVERY (1964)
 GA2493
 GA2493'RECOVERY NOTE BY TN HIGHWAY DEPT 1964
 GA2493'AT NEW TAZEWELL.
 GA2493'FROM THE POST OFFICE IN NEW TAZEWELL, GO NORTHEAST ON STATE
 GA2493'ROUTE 33 FOR 0.2 MILE TO THE INTERSECTION OF FIFTH STREET ON THE
 GA2493'LEFT, TURN LEFT ONTO FIFTH STREET, THEN TURN RIGHT ONTO NEW
 GA2493'STREET AND GO 0.05 MILE NORTHWEST ON NEW STREET TO THE STATION ON
 GA2493'THE RIGHT.  THE STATION MARK IS 14 FEET SOUTHEAST OF THE APPROXIMATE
 GA2493'CENTER OF NEW STREET, 5 FEET NORTH OF A CUT BANK, 4 FEET SOUTH OF
 GA2493'A FENCE POST AND 2.5 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 GA2493'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2493'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GA2493
 GA2493                          STATION RECOVERY (1975)
 GA2493
 GA2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GA2493'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 GA2493'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.  A COMPLETE
 GA2493'NEW DESCRIPTION FOLLOWS--
 GA2493'
 GA2493'THE STATION IS 1 FOOT EAST OF A METAL WITNESS POST, 82 FEET EAST OF A
 GA2493'TELEPHONE POLE, 59 FEET EAST OF THE EXTENDED CENTERLINE OF A
 GA2493'DRIVEWAY NORTH, 12 FEET SOUTH OF THE CENTERLINE OF NEW STREET, 80
 GA2493'FEET WEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY NORTH AND 85 FEET
 GA2493'WEST OF A GUYED TELEPHONE POLE.  THE MONUMENT IS 8 INCHES
 GA2493'UNDERGROUND AND THE DISK IS STAMPED NEW 1963.
 GA2493'
 GA2493'TO REACH THE STATION FROM THE U. S. POST OFFICE AT NEW TAZEWELL, GO
 GA2493'NORTHEAST ON STATE HIGHWAY 33 FOR 0.2 MILE TO A STREET LEFT.  TURN
 GA2493'LEFT ON FIFTH STREET FOR ABOUT 100 FEET, THEN RIGHT ON NEW STREET
 GA2493'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 GA2493'
 GA2493'REFERENCE MARK 1 IS 11 FEET SOUTH OF THE CENTERLINE OF NEW STREET, 44
 GA2493'FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY NORTH AND 49
 GA2493'FEET SOUTHWEST OF THE GUYED TELEPHONE POLE.  THE MONUMENT IS 12
 GA2493'INCHES UNDERGROUND AND THE DISK IS STAMPED NEW RM-1 1963.
 GA2493'
 GA2493'REFERENCE MARK 2 IS 47 FEET EAST OF A TELEPHONE POLE, 34 FEET EAST OF
 GA2493'THE EXTENDED CENTERLINE OF A DRIVEWAY NORTH AND 12 FEET SOUTH OF THE
 GA2493'CENTERLINE OF NEW STREET.  THE MONUMENT IS 6 INCHES UNDERGROUND AND
 GA2493'THE DISK IS STAMPED NEW RM-2 1963.
 GA2493'
 GA2493'NOTE--ALL DISK ARE THD DISK.
 GA2493'
 GA2493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEW TAZEWELL.
 GA2493'
 GA2493'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2603 ***********************************************************************
 GC2603  DESIGNATION -  NEW HOPE
 GC2603  PID         -  GC2603
 GC2603  STATE/COUNTY-  TN/HUMPHREYS
 GC2603  USGS QUAD   -  HALLS CREEK (1973)
 GC2603
 GC2603                         *CURRENT SURVEY CONTROL
 GC2603  ___________________________________________________________________
 GC2603* NAD 83(1995)-  36 13 52.85678(N)    087 50 54.42402(W)     ADJUSTED  
 GC2603* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 GC2603  ___________________________________________________________________
 GC2603  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 GC2603  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GC2603
 GC2603  HORZ ORDER  -  THIRD
 GC2603
 GC2603.The horizontal coordinates were established by classical geodetic methods
 GC2603.and adjusted by the National Geodetic Survey in April 1999..
 GC2603
 GC2603.The orthometric height was scaled from a topographic map.
 GC2603
 GC2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2603
 GC2603.The geoid height was determined by GEOID03.
 GC2603
 GC2603;                    North         East     Units Scale Factor Converg.
 GC2603;SPC TN       -   212,154.408   433,839.443   MT  0.99997238   -1 04 55.8
 GC2603;SPC TN       -   696,043.25  1,423,354.91   sFT  0.99997238   -1 04 55.8
 GC2603;UTM  16      - 4,009,942.627   423,754.242   MT  0.99967163   -0 30 05.4
 GC2603
 GC2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2603!SPC TN       -   0.99997204  x   0.99997238  =   0.99994442
 GC2603!UTM  16      -   0.99997204  x   0.99967163  =   0.99964368
 GC2603
 GC2603:                Primary Azimuth Mark                     Grid Az
 GC2603:SPC TN       -  STEWART                                  001 26 58.9
 GC2603:UTM  16      -  STEWART                                  000 52 08.5
 GC2603
 GC2603|---------------------------------------------------------------------|
 GC2603| PID    Reference Object                     Distance      Geod. Az  |
 GC2603|                                                           dddmmss.s |
 GC2603| GC2637 STEWART                             APPROX. 7.2 KM 0002203.1 |
 GC2603| GC1615 L 167                                12.756 METERS 03853     |
 GC2603| CG6191 NEW HOPE AZ MK                                     1073154.5 |
 GC2603| CG6192 NEW HOPE RM 1                        20.548 METERS 30033     |
 GC2603|---------------------------------------------------------------------|
 GC2603
 GC2603                          SUPERSEDED SURVEY CONTROL
 GC2603
 GC2603  NAD 83(1995)-  36 13 52.85878(N)    087 50 54.42706(W) AD(       ) 3
 GC2603  NAD 83(1995)-  36 13 52.85987(N)    087 50 54.42963(W) AD(       ) 3
 GC2603  NAD 83(1986)-  36 13 52.86622(N)    087 50 54.42579(W) AD(       ) 3
 GC2603  NAD 27      -  36 13 52.66500(N)    087 50 54.33100(W) AD(       ) 3
 GC2603
 GC2603.Superseded values are not recommended for survey control.
 GC2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2603.See file dsdata.txt to determine how the superseded data were derived.
 GC2603
 GC2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDF2375409943(NAD 83)
 GC2603_MARKER: DS = TRIANGULATION STATION DISK
 GC2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2603
 GC2603  HISTORY     - Date     Condition        Report By
 GC2603  HISTORY     - 1952     MONUMENTED       CGS
 GC2603  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 GC2603  HISTORY     - 1975     MARK NOT FOUND   NGS
 GC2603
 GC2603                          STATION DESCRIPTION
 GC2603
 GC2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2603'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF ERIN, 10 MILES NORTH
 GC2603'OF WAVERLY AND 2 MILES SOUTH OF NEW HOPE ON PROPERTY OWNED BY MR.
 GC2603'D.L. BISHOP. IT IS 45 FEET SOUTHEAST OF A GRAVEL T ROAD INTERSECTION,
 GC2603'20 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 8 FEET EAST OF
 GC2603'A WHITE WITNESS POST AND FENCE LINE. THE MARK IS FLUSH AND THE DISK
 GC2603'IS STAMPED NEW HOPE 1952.
 GC2603'
 GC2603'REFERENCE MARK NO. 1 IS 23 FEET SOUTHWEST OF THE INTERSECTION, 18
 GC2603'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 17 FEET EAST OF
 GC2603'THE CENTER OF A FARM LANE. THE MARK PROJECTS ABOUT 2 INCHES AND THE
 GC2603'DISK IS STAMPED NEW HOPE NO. 1 1952.
 GC2603'
 GC2603'BENCH MARK L 167 IS 53 FEET EAST OF THE INTERSECTION, 20 FEET NORTH
 GC2603'OF THE CENTER OF A GRAVEL ROAD AND 21 FEET SOUTHEAST OF
 GC2603'TWIN 12 INCH OAK TREES. THE MARK IS A 12X12 INCH CONCRETE POST WITH A
 GC2603'STANDARD BRONZE BENCH MARK DISK IN THE TOP. THE MARK PROJECTS
 GC2603'ABOUT 2 INCHES AND THE DISK IS STAMPED L 167 1947.
 GC2603'
 GC2603'AZIMUTH MARK IS 12 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 5
 GC2603'FEET WEST OF A WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES
 GC2603'AND THE DISK IS STAMPED NEW HOPE 1952.
 GC2603'
 GC2603'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC2603'COUNTY COURTHOUSE IN WAVERLY, GO WEST ON U.S. HIGHWAY 70 FOR 0.4
 GC2603'MILE TO A PAVED SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH AND
 GC2603'NORTHWEST FOR 5.6 MILES TO A T INTERSECTION JUST AFTER CROSSING
 GC2603'A BRIDGE, TURN LEFT ON GRAVEL ROAD FOR 0.85 MILE TO A FORK, KEEP LEFT
 GC2603'ON GRAVEL ROAD FOR 1.85 MILES TO A SIDE ROAD RIGHT AFTER CROSSING A
 GC2603'SMALL BRIDGE, TURN RIGHT ON GRAVEL ROAD FOR 1.25 MILES TO A SIDE ROAD
 GC2603'LEFT, TURN LEFT ON GRAVEL ROAD FOR 2.2 MILES TO A SIDE ROAD RIGHT,
 GC2603'TURN RIGHT ON GRAVEL ROAD FOR 2.0 MILES TO A FORK, KEEP LEFT ON
 GC2603'GRAVEL ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 GC2603'DESCRIBED, CONTINUE ON GRAVEL ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT
 GC2603'AND THE STATION ON THE LEFT AS DESCRIBED.
 GC2603'
 GC2603'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GC2603
 GC2603                          STATION RECOVERY (1972)
 GC2603
 GC2603'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KKB)
 GC2603'NEW HOPE STATION MARK DESTROYED.
 GC2603'
 GC2603'NEW HOPE 1952 FOUND STAMPED ON THE POINT.
 GC2603'
 GC2603'MONUMENT PUSHED OVER.  CAP KNOCKED OUT AND RECOVERED.
 GC2603'
 GC2603'NEW HOPE AZIMUTH DESTROYED.
 GC2603'
 GC2603'MONUMENT PUSHED OUT.  TOP KNOCKED OFF.
 GC2603'CAP MISSING.  A PORTION OF THE SHANK IS IN THE MONUMENT.
 GC2603'
 GC2603'NEW HOPE RM 1 DESTROYED.
 GC2603'
 GC2603'NEW HOPE NO. 1 1952 FOUND STAMPED ON THE POINT.
 GC2603'
 GC2603'MONUMENT PUSHED OVER.  CAP RECOVERED.
 GC2603'
 GC2603'DISTANCE AND DIRECTION FROM NEAREST TOWN 9.5 MILES SOUTH OF MCKINNON.
 GC2603
 GC2603                          STATION RECOVERY (1975)
 GC2603
 GC2603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GC2603'A LONG SEARCH WAS MADE FOR THE STATION, REFERENCE MARKS AND AZIMUTH
 GC2603'MARK BUT NOTHING WAS FOUND.  THERE HAS BEEN SOME ROAD WORK IN THE
 GC2603'AREA AND ALSO GRADING FOR A LAWN AT THE SITE OF THE STATION MARK.
 GC2603'IT IS POSSIBLE THAT THE UNDERGROUND STATION MARK MAY STILL BE
 GC2603'INTACT BUT IT WAS NOT FOUND USING EXISTING REFERENCE MEASUREMENTS.
 GC2603'
 GC2603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 GC2603'NORTH OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2621 ***********************************************************************
 GC2621  DESIGNATION -  NEW JOHNSONVILLE RAD KID 282
 GC2621  PID         -  GC2621
 GC2621  STATE/COUNTY-  TN/HUMPHREYS
 GC2621  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2621
 GC2621                         *CURRENT SURVEY CONTROL
 GC2621  ___________________________________________________________________
 GC2621* NAD 83(1995)-  36 02 16.60020(N)    087 56 56.42278(W)     ADJUSTED  
 GC2621* NAVD 88     -                                                        
 GC2621  ___________________________________________________________________
 GC2621  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GC2621  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GC2621
 GC2621  HORZ ORDER  -  THIRD
 GC2621
 GC2621.The horizontal coordinates were established by classical geodetic methods
 GC2621.and adjusted by the National Geodetic Survey in April 1999..
 GC2621
 GC2621
 GC2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2621
 GC2621.The geoid height was determined by GEOID03.
 GC2621
 GC2621;                    North         East     Units Scale Factor Converg.
 GC2621;SPC TN       -   190,874.367   424,374.187   MT  0.99995471   -1 08 27.7
 GC2621;SPC TN       -   626,226.99  1,392,300.98   sFT  0.99995471   -1 08 27.7
 GC2621;UTM  16      - 3,988,573.628   414,508.094   MT  0.99969006   -0 33 30.1
 GC2621
 GC2621                          SUPERSEDED SURVEY CONTROL
 GC2621
 GC2621  NAD 83(1995)-  36 02 16.60207(N)    087 56 56.42740(W) AD(       ) 4
 GC2621  NAD 83(1995)-  36 02 16.60225(N)    087 56 56.42836(W) AD(       ) 4
 GC2621  NAD 83(1986)-  36 02 16.61013(N)    087 56 56.42384(W) AD(       ) 4
 GC2621  NAD 27      -  36 02 16.39600(N)    087 56 56.31200(W) AD(       ) 3
 GC2621
 GC2621.Superseded values are not recommended for survey control.
 GC2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2621.See file dsdata.txt to determine how the superseded data were derived.
 GC2621
 GC2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1450888574(NAD 83)
 GC2621_MARKER: 42 = RADIO/TV MAST
 GC2621
 GC2621  HISTORY     - Date     Condition        Report By
 GC2621  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2621  HISTORY     - 1968     GOOD             CGS
 GC2621
 GC2621                          STATION DESCRIPTION
 GC2621
 GC2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2621'STATION IS THE CENTER OF TWO VERTICAL STEEL MASTS, LOCATED ABOUT 9
 GC2621'MILES SOUTHWEST OF WAVERLY AND 2 MILES NORTHEAST OF NEW
 GC2621'JOHNSONVILLE, ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY 70 AND IS OWNED BY
 GC2621'THE MID-VALLEY PIPELINE CO.  THE MASTS ARE ABOUT 200 FEET HIGH,
 GC2621'SET IN A NORTH-SOUTH DIRECTION AND ARE ABOUT 10 FEET APART, THEY ARE
 GC2621'PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND HAVE 2 RECTANGULAR
 GC2621'MICRO-WAVE REFLECTORS SUSPENDED BETWEEN THEM.
 GC2621'
 GC2621'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HUMPHREYS
 GC2621'COUNTY COURTHOUSE IN WAVERLY, GO SOUTHWEST ON U.S.  HIGHWAY 70
 GC2621'FOR 9.5 MILES TO THE MID-VALLEY PIPELINE CO. PUMPING STATION ON THE
 GC2621'RIGHT, THE MASTS ARE ON A HIGH HILL ABOUT 1/2 MILE NORTH OF THIS
 GC2621'STATION.
 GC2621'
 GC2621'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 2 MILES NE OF
 GC2621'NEW JOHNSONVILLE.
 GC2621
 GC2621                          STATION RECOVERY (1968)
 GC2621
 GC2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2621'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2622 ***********************************************************************
 GC2622  DESIGNATION -  NEW JOHNSONVILLE TVA PLT N STK
 GC2622  PID         -  GC2622
 GC2622  STATE/COUNTY-  TN/HUMPHREYS
 GC2622  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2622
 GC2622                         *CURRENT SURVEY CONTROL
 GC2622  ___________________________________________________________________
 GC2622* NAD 83(1995)-  36 01 38.52335(N)    087 59 10.65915(W)     ADJUSTED  
 GC2622* NAVD 88     -                                                        
 GC2622  ___________________________________________________________________
 GC2622  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GC2622  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GC2622
 GC2622  HORZ ORDER  -  THIRD
 GC2622
 GC2622.The horizontal coordinates were established by classical geodetic methods
 GC2622.and adjusted by the National Geodetic Survey in April 1999..
 GC2622
 GC2622
 GC2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2622
 GC2622.The geoid height was determined by GEOID03.
 GC2622
 GC2622;                    North         East     Units Scale Factor Converg.
 GC2622;SPC TN       -   189,768.607   420,990.800   MT  0.99995407   -1 09 46.3
 GC2622;SPC TN       -   622,599.17  1,381,200.65   sFT  0.99995407   -1 09 46.3
 GC2622;UTM  16      - 3,987,433.814   411,137.007   MT  0.99969730   -0 34 48.5
 GC2622
 GC2622                          SUPERSEDED SURVEY CONTROL
 GC2622
 GC2622  NAD 83(1995)-  36 01 38.52540(N)    087 59 10.66450(W) AD(       ) 4
 GC2622  NAD 83(1995)-  36 01 38.52532(N)    087 59 10.66447(W) AD(       ) 4
 GC2622  NAD 83(1986)-  36 01 38.53331(N)    087 59 10.66013(W) AD(       ) 4
 GC2622  NAD 27      -  36 01 38.31500(N)    087 59 10.54000(W) AD(       ) 3
 GC2622
 GC2622.Superseded values are not recommended for survey control.
 GC2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2622.See file dsdata.txt to determine how the superseded data were derived.
 GC2622
 GC2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1113787434(NAD 83)
 GC2622_MARKER: 63 = STACK
 GC2622
 GC2622  HISTORY     - Date     Condition        Report By
 GC2622  HISTORY     - 1959     FIRST OBSERVED   CGS
 GC2622  HISTORY     - 1968     GOOD             CGS
 GC2622
 GC2622                          STATION DESCRIPTION
 GC2622
 GC2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2622'THE STATION IS LOCATED ON THE NEW JOHNSONVILLE, TVA STEAM PLANT SITE,
 GC2622'ABOUT MIDWAY BETWEEN WAVERLY AND CAMDEN ON U. S.  HIGHWAY NO. 70 AND
 GC2622'ON THE EAST BANK OF THE TENNESSEE RIVER.
 GC2622'
 GC2622'IT IS THE NORTH ONE OF THE TWO TALLEST AND IDENTICAL STACKS, COLORED
 GC2622'GRAY, WHITE AND RED AND HAS AN ANTENNA ON THE EAST SIDE OF THE
 GC2622'STACK.  IT HAS RED FLASHING LIGHT NEAR THE TOP AND HAS AN OVER-ALL
 GC2622'HEIGHT OF 397.5 FEET.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
 GC2622
 GC2622                          STATION RECOVERY (1968)
 GC2622
 GC2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2622'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2623 ***********************************************************************
 GC2623  DESIGNATION -  NEW JOHNSONVILLE TVA PWR N TK
 GC2623  PID         -  GC2623
 GC2623  STATE/COUNTY-  TN/HUMPHREYS
 GC2623  USGS QUAD   -  JOHNSONVILLE (1987)
 GC2623
 GC2623                         *CURRENT SURVEY CONTROL
 GC2623  ___________________________________________________________________
 GC2623* NAD 83(1995)-  36 01 50.21447(N)    087 58 59.09355(W)     ADJUSTED  
 GC2623* NAVD 88     -                                                        
 GC2623  ___________________________________________________________________
 GC2623  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GC2623  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GC2623
 GC2623  HORZ ORDER  -  THIRD
 GC2623
 GC2623.The horizontal coordinates were established by classical geodetic methods
 GC2623.and adjusted by the National Geodetic Survey in April 1999..
 GC2623
 GC2623
 GC2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2623
 GC2623.The geoid height was determined by GEOID03.
 GC2623
 GC2623;                    North         East     Units Scale Factor Converg.
 GC2623;SPC TN       -   190,122.990   421,287.594   MT  0.99995426   -1 09 39.5
 GC2623;SPC TN       -   623,761.84  1,382,174.38   sFT  0.99995426   -1 09 39.5
 GC2623;UTM  16      - 3,987,791.105   411,430.106   MT  0.99969666   -0 34 41.9
 GC2623
 GC2623                          SUPERSEDED SURVEY CONTROL
 GC2623
 GC2623  NAD 83(1995)-  36 01 50.21638(N)    087 58 59.09840(W) AD(       ) 4
 GC2623  NAD 83(1995)-  36 01 50.21647(N)    087 58 59.09928(W) AD(       ) 4
 GC2623  NAD 83(1986)-  36 01 50.22437(N)    087 58 59.09453(W) AD(       ) 4
 GC2623  NAD 27      -  36 01 50.01100(N)    087 58 58.97800(W) AD(       ) 3
 GC2623
 GC2623.Superseded values are not recommended for survey control.
 GC2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2623.See file dsdata.txt to determine how the superseded data were derived.
 GC2623
 GC2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE1143087791(NAD 83)
 GC2623_MARKER: 53 = ELEVATED TANK
 GC2623
 GC2623  HISTORY     - Date     Condition        Report By
 GC2623  HISTORY     - 1952     FIRST OBSERVED   CGS
 GC2623  HISTORY     - 1968     GOOD             CGS
 GC2623
 GC2623                          STATION DESCRIPTION
 GC2623
 GC2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 GC2623'THE STATION IS AN ANTENNA AT THE TOP OF THE NORTH ONE OF TWO WATER
 GC2623'TANKS, LOCATED IN THE NORTH PART OF THE GROUNDS OF THE NEW
 GC2623'JOHNSONVILLE PLANT OF T.V.A. ABOUT 150 FEET EAST OF A RAILROAD
 GC2623'UNLOADING BUILDING.  IT IS A FOUR-LEGGED STRUCTURE ABOUT 125
 GC2623'FEET HIGH, BUILT OF STEEL AND IS PAINTED SILVER.
 GC2623
 GC2623                          STATION RECOVERY (1968)
 GC2623
 GC2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GC2623'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2494 ***********************************************************************
 GA2494  DESIGNATION -  NEW RM 1
 GA2494  PID         -  GA2494
 GA2494  STATE/COUNTY-  TN/CLAIBORNE
 GA2494  USGS QUAD   -  TAZEWELL (1971)
 GA2494
 GA2494                         *CURRENT SURVEY CONTROL
 GA2494  ___________________________________________________________________
 GA2494* NAD 83(1986)-  36 26 45.     (N)    083 35 40.     (W)     SCALED    
 GA2494* NAVD 88     -       457.082  (meters)    1499.61   (feet)  ADJUSTED  
 GA2494  ___________________________________________________________________
 GA2494  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2494  DYNAMIC HT  -         456.666 (meters)    1498.24  (feet)  COMP
 GA2494  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GA2494
 GA2494  VERT ORDER  -  SECOND    CLASS 0
 GA2494
 GA2494.The horizontal coordinates were scaled from a topographic map and have
 GA2494.an estimated accuracy of +/- 6 seconds.
 GA2494
 GA2494.The orthometric height was determined by differential leveling
 GA2494.and adjusted by the National Geodetic Survey in June 1991..
 GA2494
 GA2494.The geoid height was determined by GEOID03.
 GA2494
 GA2494.The dynamic height is computed by dividing the NAVD 88
 GA2494.geopotential number by the normal gravity value computed on the
 GA2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2494.degrees latitude (g = 980.6199 gals.).
 GA2494
 GA2494.The modeled gravity was interpolated from observed gravity values.
 GA2494
 GA2494;                    North         East    Units  Estimated Accuracy
 GA2494;SPC TN       -   237,040.      815,650.      MT  (+/- 180 meters Scaled)
 GA2494
 GA2494                          SUPERSEDED SURVEY CONTROL
 GA2494
 GA2494  NGVD 29 (??/??/92)  457.186  (m)         1499.95   (f) ADJ UNCH    2 0
 GA2494
 GA2494.Superseded values are not recommended for survey control.
 GA2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2494.See file dsdata.txt to determine how the superseded data were derived.
 GA2494
 GA2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA674365(NAD 83)
 GA2494_MARKER: DD = SURVEY DISK
 GA2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2494_STAMPING: NEW RM-1 1963
 GA2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2494+STABILITY: SURFACE MOTION
 GA2494
 GA2494  HISTORY     - Date     Condition        Report By
 GA2494  HISTORY     - 1963     MONUMENTED       TNHD
 GA2494  HISTORY     - 1964     GOOD             TNHD
 GA2494
 GA2494                          STATION DESCRIPTION
 GA2494
 GA2494'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2494'AT NEW TAZEWELL.
 GA2494'THIS MARK IS LOCATED AT THE NEW 1963 STATION SITE, 49 FEET
 GA2494'SOUTHWEST OF A TELEPHONE POLE, 13 FEET SOUTHEAST OF THE APPROXIMATE
 GA2494'CENTER OF NEW STREET, 5 FEET NORTH OF A CUT BANK, 4 FEET SOUTHWEST
 GA2494'OF A FENCE POST AND 36 FEET NORTHEAST OF THE STATION.  THE MARK
 GA2494'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH
 GA2494'SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2492 ***********************************************************************
 GA2492  DESIGNATION -  NEW RM 2
 GA2492  PID         -  GA2492
 GA2492  STATE/COUNTY-  TN/CLAIBORNE
 GA2492  USGS QUAD   -  TAZEWELL (1971)
 GA2492
 GA2492                         *CURRENT SURVEY CONTROL
 GA2492  ___________________________________________________________________
 GA2492* NAD 83(1986)-  36 26 45.     (N)    083 35 40.     (W)     SCALED    
 GA2492* NAVD 88     -       457.582  (meters)    1501.25   (feet)  ADJUSTED  
 GA2492  ___________________________________________________________________
 GA2492  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2492  DYNAMIC HT  -         457.166 (meters)    1499.89  (feet)  COMP
 GA2492  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 GA2492
 GA2492  VERT ORDER  -  SECOND    CLASS 0
 GA2492
 GA2492.The horizontal coordinates were scaled from a topographic map and have
 GA2492.an estimated accuracy of +/- 6 seconds.
 GA2492
 GA2492.The orthometric height was determined by differential leveling
 GA2492.and adjusted by the National Geodetic Survey in June 1991..
 GA2492
 GA2492.The geoid height was determined by GEOID03.
 GA2492
 GA2492.The dynamic height is computed by dividing the NAVD 88
 GA2492.geopotential number by the normal gravity value computed on the
 GA2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2492.degrees latitude (g = 980.6199 gals.).
 GA2492
 GA2492.The modeled gravity was interpolated from observed gravity values.
 GA2492
 GA2492;                    North         East    Units  Estimated Accuracy
 GA2492;SPC TN       -   237,040.      815,650.      MT  (+/- 180 meters Scaled)
 GA2492
 GA2492                          SUPERSEDED SURVEY CONTROL
 GA2492
 GA2492  NGVD 29 (??/??/92)  457.687  (m)         1501.59   (f) ADJ UNCH    2 0
 GA2492
 GA2492.Superseded values are not recommended for survey control.
 GA2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2492.See file dsdata.txt to determine how the superseded data were derived.
 GA2492
 GA2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA674365(NAD 83)
 GA2492_MARKER: DD = SURVEY DISK
 GA2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2492_STAMPING: NEW RM-2 1963
 GA2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2492+STABILITY: SURFACE MOTION
 GA2492
 GA2492  HISTORY     - Date     Condition        Report By
 GA2492  HISTORY     - 1963     MONUMENTED       TNHD
 GA2492  HISTORY     - 1964     GOOD             TNHD
 GA2492
 GA2492                          STATION DESCRIPTION
 GA2492
 GA2492'DESCRIBED BY TN HIGHWAY DEPT 1964
 GA2492'AT NEW TAZEWELL.
 GA2492'THIS MARK IS LOCATED AT THE NEW 1963 STATION SITE, 48 FEET
 GA2492'NORTHEAST OF TELEPHONE POLE NO. 1213, 14 FEET SOUTHEAST OF THE
 GA2492'APPROXIMATE CENTER OF NEW STREET, 4 FEET NORTHWEST OF A CUT BANK,
 GA2492'3 FEET SOUTH OF A FENCE POST AND 35 FEET SOUTHWEST OF THE STATION.
 GA2492'THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GA2492'A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1646 ***********************************************************************
 GD1646  DESIGNATION -  NEWBERN
 GD1646  PID         -  GD1646
 GD1646  STATE/COUNTY-  TN/DYER
 GD1646  USGS QUAD   -  NEWBERN (1983)
 GD1646
 GD1646                         *CURRENT SURVEY CONTROL
 GD1646  ___________________________________________________________________
 GD1646* NAD 83(1995)-  36 07 05.83734(N)    089 15 34.62075(W)     ADJUSTED  
 GD1646* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 GD1646  ___________________________________________________________________
 GD1646  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 GD1646  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1646
 GD1646  HORZ ORDER  -  THIRD
 GD1646
 GD1646.The horizontal coordinates were established by classical geodetic methods
 GD1646.and adjusted by the National Geodetic Survey in April 1999..
 GD1646
 GD1646.The orthometric height was scaled from a topographic map.
 GD1646
 GD1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1646
 GD1646.The geoid height was determined by GEOID03.
 GD1646
 GD1646;                    North         East     Units Scale Factor Converg.
 GD1646;SPC TN       -   202,926.513   306,606.244   MT  0.99996067   -1 54 29.9
 GD1646;SPC TN       -   665,768.07  1,005,923.99   sFT  0.99996067   -1 54 29.9
 GD1646;UTM  16      - 3,999,432.975   296,634.444   MT  1.00010961   -1 19 56.6
 GD1646
 GD1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1646!SPC TN       -   0.99998653  x   0.99996067  =   0.99994720
 GD1646!UTM  16      -   0.99998653  x   1.00010961  =   1.00009614
 GD1646
 GD1646:                Primary Azimuth Mark                     Grid Az
 GD1646:SPC TN       -  NEWBERN AZ MK                            019 44 20.3
 GD1646:UTM  16      -  NEWBERN AZ MK                            019 09 47.0
 GD1646
 GD1646|---------------------------------------------------------------------|
 GD1646| PID    Reference Object                     Distance      Geod. Az  |
 GD1646|                                                           dddmmss.s |
 GD1646| CG4676 NEWBERN AZ MK                                      0174950.4 |
 GD1646| CG4677 NEWBERN RM 1                         30.691 METERS 06220     |
 GD1646| CG4678 NEWBERN RM 2                         25.460 METERS 10808     |
 GD1646| GD1642 DYERSBURG RAD STA KIA 385 MAST      APPROX.12.7 KM 2303718.6 |
 GD1646| GD1645 NEWBERN MUNICIPAL TANK              APPROX. 0.7 KM 2322430.8 |
 GD1646| GD1643 DYERSBURG RADIO STA WDSG MAST       APPROX.12.4 KM 2323532.8 |
 GD1646|---------------------------------------------------------------------|
 GD1646
 GD1646                          SUPERSEDED SURVEY CONTROL
 GD1646
 GD1646  NAD 83(1995)-  36 07 05.84030(N)    089 15 34.62154(W) AD(       ) 3
 GD1646  NAD 83(1995)-  36 07 05.84028(N)    089 15 34.62151(W) AD(       ) 3
 GD1646  NAD 83(1986)-  36 07 05.84853(N)    089 15 34.62062(W) AD(       ) 3
 GD1646  NAD 27      -  36 07 05.59970(N)    089 15 34.36820(W) AD(       ) 3
 GD1646
 GD1646.Superseded values are not recommended for survey control.
 GD1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1646.See file dsdata.txt to determine how the superseded data were derived.
 GD1646
 GD1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9663499433(NAD 83)
 GD1646_MARKER: DS = TRIANGULATION STATION DISK
 GD1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1646_STAMPING: NEWBERN 1959
 GD1646_PROJECTION: FLUSH
 GD1646_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1646
 GD1646  HISTORY     - Date     Condition        Report By
 GD1646  HISTORY     - 1959     MONUMENTED       CGS
 GD1646  HISTORY     - 1967     GOOD             CGS
 GD1646  HISTORY     - 19961105 GOOD             USE
 GD1646
 GD1646                          STATION DESCRIPTION
 GD1646
 GD1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1646'THE STATION IS IN THE NORTHEAST RESIDENTIAL SECTION OF NEWBERN, ON
 GD1646'THE PROPERTY
 GD1646'OF THE NEWBERN HIGH SCHOOL, AT THE SOUTH END OF THE FOOTBALL
 GD1646'FIELD.  IT IS 121 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 GD1646'FOOTBALL FIELD FENCE, 94 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 GD1646'THE FOOTBALL FIELD FENCE, 51 FEET SOUTH OF A WIRE FENCE AND 27 FEET
 GD1646'NORTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1646'STAMPED NEWBERN 1959.
 GD1646'
 GD1646'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 77 AND
 GD1646'U.S. HIGHWAY 51 AT THE NORTH EDGE OF NEWBERN AND ABOUT 0.05 MILE
 GD1646'SOUTHWEST OF THE NEWBERN HIGH SCHOOL, GO NORTH ON U.S. HIGHWAY 51
 GD1646'FOR 0.6 MILE TO A SERVICE STATION ON THE LEFT AND THE AZIMUTH MARK
 GD1646'ON THE RIGHT, AT A POWER POLE WITH A TRANSFORMER.
 GD1646'
 GD1646'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE AND 16 FEET WEST OF
 GD1646'THE CENTER OF A GATE LEADING TO THE FOOTBALL FIELD.  THE MONUMENT IS
 GD1646'FLUSH AND THE DISK IS STAMPED NEWBERN NO 1 1959.
 GD1646'
 GD1646'REFERENCE MARK 2 IS 1 FOOT NORTH OF A WIRE FENCE, 23 FEET WEST OF THE
 GD1646'CENTER OF A GATE AND 12 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1646'SMALL BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1646'NEWBERN NO 2 1959.
 GD1646'
 GD1646'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 GD1646'51, 31 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 3 FEET EAST OF A
 GD1646'WHITE WITNESS POST AND 2 FEET EAST OF A POWER POLE WITH A
 GD1646'TRANSFORMER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED NEWBERN
 GD1646'1959.
 GD1646'
 GD1646'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1646
 GD1646                          STATION RECOVERY (1967)
 GD1646
 GD1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1646'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED
 GD1646'WITH THE FOLLOWING ADDED NOTATIONS.
 GD1646'
 GD1646'THE STATION IS 28.3 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 GD1646'
 GD1646'THE AZIMUTH MARK IS 0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND
 GD1646'SIGN.
 GD1646'
 GD1646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEWBERN.
 GD1646
 GD1646                          STATION RECOVERY (1996)
 GD1646
 GD1646'RECOVERY NOTE BY US ENGINEERS 1996 (JMH)
 GD1646'AS DESCRIBED.  OLD NEWBERN HIGH SCHOOL IS NOW NEWBERN ELEMENTARY
 GD1646'SCHOOL.  FOUND RM 2 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GD1645 ***********************************************************************
 GD1645  DESIGNATION -  NEWBERN MUNICIPAL TANK
 GD1645  PID         -  GD1645
 GD1645  STATE/COUNTY-  TN/DYER
 GD1645  USGS QUAD   -  NEWBERN (1983)
 GD1645
 GD1645                         *CURRENT SURVEY CONTROL
 GD1645  ___________________________________________________________________
 GD1645* NAD 83(1995)-  36 06 52.19051(N)    089 15 56.46654(W)     ADJUSTED  
 GD1645* NAVD 88     -                                                        
 GD1645  ___________________________________________________________________
 GD1645  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GD1645  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1645
 GD1645  HORZ ORDER  -  THIRD
 GD1645
 GD1645.The horizontal coordinates were established by classical geodetic methods
 GD1645.and adjusted by the National Geodetic Survey in April 1999..
 GD1645
 GD1645
 GD1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1645
 GD1645.The geoid height was determined by GEOID03.
 GD1645
 GD1645;                    North         East     Units Scale Factor Converg.
 GD1645;SPC TN       -   202,524.342   306,046.217   MT  0.99996034   -1 54 42.7
 GD1645;SPC TN       -   664,448.61  1,004,086.63   sFT  0.99996034   -1 54 42.7
 GD1645;UTM  16      - 3,999,025.134   296,078.404   MT  1.00011240   -1 20 09.1
 GD1645
 GD1645                          SUPERSEDED SURVEY CONTROL
 GD1645
 GD1645  NAD 83(1995)-  36 06 52.19370(N)    089 15 56.46720(W) AD(       ) 4
 GD1645  NAD 83(1995)-  36 06 52.19384(N)    089 15 56.46699(W) AD(       ) 4
 GD1645  NAD 83(1986)-  36 06 52.20186(N)    089 15 56.46627(W) AD(       ) 4
 GD1645  NAD 27      -  36 06 51.95100(N)    089 15 56.21500(W) AD(       ) 3
 GD1645
 GD1645.Superseded values are not recommended for survey control.
 GD1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1645.See file dsdata.txt to determine how the superseded data were derived.
 GD1645
 GD1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9607899025(NAD 83)
 GD1645_MARKER: 53 = ELEVATED TANK
 GD1645
 GD1645  HISTORY     - Date     Condition        Report By
 GD1645  HISTORY     - 1959     FIRST OBSERVED   CGS
 GD1645  HISTORY     - 1967     GOOD             CGS
 GD1645
 GD1645                          STATION DESCRIPTION
 GD1645
 GD1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GD1645'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 GD1645'LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF JACKSON AND
 GD1645'TYLER STREETS IN THE NORTH SECTION OF NEWBERN.  IT IS A STEEL TANK
 GD1645'SUPPORTED BY SIX TUBULAR STEEL LEGS AND PAINTED SILVER WITH THE
 GD1645'NAME NEWBERN ON THE SOUTH AND NORTHEAST SIDES IN BLACK LETTERS.
 GD1645'THE HEIGHT IS ABOUT 135 FEET.
 GD1645
 GD1645                          STATION RECOVERY (1967)
 GD1645
 GD1645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GD1645'THE STATION WAS RECOVERED AND OCCUPIES THE SAME POSITION AS WHEN
 GD1645'INTERSECTED IN 1959.  FOLLOWING IS A NEW AND MORE COMPLETE
 GD1645'DESCRIPTION.
 GD1645'
 GD1645'THE STATION IS LOCATED IN THE NORTH SECTION OF NEWBERN, IN THE
 GD1645'NORTHEAST ANGLE OF THE INTERSECTION OF JACKSON STREET AND TYLER
 GD1645'STREET, 178 FEET NORTH OF THE APPROXIMATE CENTER OF TYLER STREET,
 GD1645'85 FEET EAST OF THE APPROXIMATE CENTER OF JACKSON STREET AND
 GD1645'DIRECTLY ACROSS THE STREET EAST FROM RESIDENCE NO. 203.
 GD1645'
 GD1645'IT IS A SIX LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK
 GD1645'PROPER WHICH HAS A COVERED VENT AT THE TOP AND CENTER OF THE DOMED
 GD1645'ROOF, IS PAINTED SILVER WITH THE LEGEND NEWBERN PAINTED IN BLACK ON
 GD1645'THE SOUTH AND NORTHEAST SIDES OF THE TANK, AND HAS AN OVER-ALL
 GD1645'HEIGHT OF 137 FEET.
 GD1645'
 GD1645'THE POINT INTERSECTED WAS THE COVERED VENT AT THE TOP AND CENTER OF
 GD1645'THE DOMED ROOF.
 GD1645'
 GD1645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEWBERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FB1169 ***********************************************************************
 FB1169  DESIGNATION -  NEWPORT
 FB1169  PID         -  FB1169
 FB1169  STATE/COUNTY-  TN/COCKE
 FB1169  USGS QUAD   -  NEWPORT (1992)
 FB1169
 FB1169                         *CURRENT SURVEY CONTROL
 FB1169  ___________________________________________________________________
 FB1169* NAD 83(1986)-  35 58 02.     (N)    083 11 36.     (W)     SCALED    
 FB1169* NAVD 88     -       327.315  (meters)    1073.87   (feet)  ADJUSTED  
 FB1169  ___________________________________________________________________
 FB1169  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 FB1169  DYNAMIC HT  -         327.006 (meters)    1072.85  (feet)  COMP
 FB1169  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 FB1169
 FB1169  VERT ORDER  -  FIRST     CLASS I
 FB1169
 FB1169.The horizontal coordinates were scaled from a topographic map and have
 FB1169.an estimated accuracy of +/- 6 seconds.
 FB1169
 FB1169.The orthometric height was determined by differential leveling
 FB1169.and adjusted by the National Geodetic Survey in June 1991..
 FB1169
 FB1169.The geoid height was determined by GEOID03.
 FB1169
 FB1169.The dynamic height is computed by dividing the NAVD 88
 FB1169.geopotential number by the normal gravity value computed on the
 FB1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1169.degrees latitude (g = 980.6199 gals.).
 FB1169
 FB1169.The modeled gravity was interpolated from observed gravity values.
 FB1169
 FB1169;                    North         East    Units  Estimated Accuracy
 FB1169;SPC TN       -   184,910.      853,120.      MT  (+/- 180 meters Scaled)
 FB1169
 FB1169                          SUPERSEDED SURVEY CONTROL
 FB1169
 FB1169  NGVD 29 (??/??/92)  327.461  (m)         1074.35   (f) ADJ UNCH    1 1
 FB1169
 FB1169.Superseded values are not recommended for survey control.
 FB1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1169.See file dsdata.txt to determine how the superseded data were derived.
 FB1169
 FB1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV022825(NAD 83)
 FB1169_MARKER: DB = BENCH MARK DISK
 FB1169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1169_SP_SET: BRIDGE
 FB1169_STAMPING: NEWPORT 1933
 FB1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1169
 FB1169  HISTORY     - Date     Condition        Report By
 FB1169  HISTORY     - 1933     MONUMENTED       CGS
 FB1169  HISTORY     - 1967     GOOD             NGS
 FB1169
 FB1169                          STATION DESCRIPTION
 FB1169
 FB1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB1169'0.4 MI SW FROM NEWPORT.
 FB1169'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB1169'FROM THE STATION AT NEWPORT, THENCE 0.05 MILE SOUTH ALONG
 FB1169'PROSPECT AVENUE, 140 FEET WEST OF THE CENTERLINE OF THE AVENUE,
 FB1169'SET VERTICALLY IN THE EAST FACE AND 1.7 FEET NORTH OF THE
 FB1169'SOUTHEAST CORNER OF THE CONCRETE CORNERSTONE OF THE COCKE COUNTY
 FB1169'MEMORIAL BUILDING, 42 1/2 FEET NORTH OF THE CENTERLINE OF
 FB1169'U.S. HIGHWAYS 411 N, 25 S, AND 70 E, ABOUT 6 1/2 FEET ABOVE THE
 FB1169'LEVEL OF THE HIGHWAYS, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FB1169'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0557 ***********************************************************************
 GC0557  DESIGNATION -  NEWSOM
 GC0557  PID         -  GC0557
 GC0557  STATE/COUNTY-  TN/DAVIDSON
 GC0557  USGS QUAD   -  BELLEVUE (1983)
 GC0557
 GC0557                         *CURRENT SURVEY CONTROL
 GC0557  ___________________________________________________________________
 GC0557* NAD 83(1995)-  36 04 36.80084(N)    086 59 14.78294(W)     ADJUSTED  
 GC0557* NAVD 88     -       168.970  (meters)     554.36   (feet)  ADJUSTED  
 GC0557  ___________________________________________________________________
 GC0557  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 GC0557  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0557  DYNAMIC HT  -         168.823 (meters)     553.88  (feet)  COMP
 GC0557  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GC0557
 GC0557  HORZ ORDER  -  SECOND
 GC0557  VERT ORDER  -  SECOND    CLASS 0
 GC0557
 GC0557.The horizontal coordinates were established by classical geodetic methods
 GC0557.and adjusted by the National Geodetic Survey in April 1999..
 GC0557
 GC0557.The orthometric height was determined by differential leveling
 GC0557.and adjusted by the National Geodetic Survey in June 1991..
 GC0557
 GC0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC0557
 GC0557.The geoid height was determined by GEOID03.
 GC0557
 GC0557.The dynamic height is computed by dividing the NAVD 88
 GC0557.geopotential number by the normal gravity value computed on the
 GC0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0557.degrees latitude (g = 980.6199 gals.).
 GC0557
 GC0557.The modeled gravity was interpolated from observed gravity values.
 GC0557
 GC0557;                    North         East     Units Scale Factor Converg.
 GC0557;SPC TN       -   193,895.334   511,060.601   MT  0.99995735   -0 34 41.1
 GC0557;SPC TN       -   636,138.27  1,676,704.66   sFT  0.99995735   -0 34 41.1
 GC0557;UTM  16      - 3,992,476.709   501,130.930   MT  0.99960002   +0 00 26.6
 GC0557
 GC0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC0557!SPC TN       -   0.99997804  x   0.99995735  =   0.99993539
 GC0557!UTM  16      -   0.99997804  x   0.99960002  =   0.99957807
 GC0557
 GC0557|---------------------------------------------------------------------|
 GC0557| PID    Reference Object                     Distance      Geod. Az  |
 GC0557|                                                           dddmmss.s |
 GC0557| GC0558 NEWSOM RM 1                          10.401 METERS 00056     |
 GC0557| GC0560 HOWS                                APPROX. 0.9 KM 1113033.0 |
 GC0557| GC0556 NEWSOM RM 2                           9.788 METERS 17850     |
 GC0557|---------------------------------------------------------------------|
 GC0557
 GC0557                          SUPERSEDED SURVEY CONTROL
 GC0557
 GC0557  NAD 83(1995)-  36 04 36.80279(N)    086 59 14.78507(W) AD(       ) 2
 GC0557  NAD 83(1995)-  36 04 36.80363(N)    086 59 14.78527(W) AD(       ) 2
 GC0557  NAD 83(1986)-  36 04 36.81122(N)    086 59 14.78610(W) AD(       ) 2
 GC0557  NAD 27      -  36 04 36.59380(N)    086 59 14.77590(W) AD(       ) 2
 GC0557  NGVD 29 (??/??/92)  168.992  (m)          554.43   (f) ADJ UNCH    2 0
 GC0557
 GC0557.Superseded values are not recommended for survey control.
 GC0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0557.See file dsdata.txt to determine how the superseded data were derived.
 GC0557
 GC0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE0113192477(NAD 83)
 GC0557_MARKER: DE = TRAVERSE STATION DISK
 GC0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0557_STAMPING: NEWSOM 1959
 GC0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0557+STABILITY: SURFACE MOTION
 GC0557
 GC0557  HISTORY     - Date     Condition        Report By
 GC0557  HISTORY     - 1959     MONUMENTED       CGS
 GC0557  HISTORY     - 1964     GOOD             CGS
 GC0557  HISTORY     - 1964     GOOD             NGS
 GC0557
 GC0557                          STATION DESCRIPTION
 GC0557
 GC0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC0557'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF NASHVILLE AND
 GC0557'ABOUT 3 MILES SOUTHEAST OF THE SMALL VILLAGE OF PEGRAM.
 GC0557'
 GC0557'TO REACH THE STATION FROM THE Y INTERSECTION OF U.S. HIGHWAY NO. 70N
 GC0557'AND 70S, WHICH IS ABOUT 12 MILES SOUTHWEST OF NASHVILLE, GO
 GC0557'WEST ON U.S. HIGHWAY NO. 70 FOR 0.35 MILE TO NEWSOM STATION ROAD ON
 GC0557'THE LEFT, TURN LEFT ON NEWSOM STATION ROAD AND GO SOUTH FOR 1.3
 GC0557'MILES TO A RAILROAD UNDERPASS, PASS THROUGH THIS UNDERPASS AND TURN
 GC0557'SHARP LEFT, EAST, ON A TRACK ROAD ALONG THE SOUTH SIDE OF THE
 GC0557'RAILROAD TRACKS FOR 0.5 MILE TO A WOODEN GATE STRAIGHT AHEAD AND A
 GC0557'ROAD LEFT ACROSS THE RAILROAD TRACKS, TURN LEFT, NORTH, ACROSS
 GC0557'THE RAILROAD TRACKS TO A GATE, PASS THROUGH THIS GATE AND GO
 GC0557'NORTHWEST ACROSS AN OPEN PASTURE FOR 0.25 MILE TO THE EAST SIDE OF
 GC0557'THE PASTURE AND THE STATION AS DESCRIBED.
 GC0557'
 GC0557'THE STATION IS 4 FEET WEST OF A FENCE AND HEDGEROW AND 3 FEET WEST OF
 GC0557'A WITNESS SIGN. IT IS A STANDARD TRAVERSE DISK SET IN A 10-INCH
 GC0557'SQUARE CONCRETE POST WITH AN UNDERGROUND MARK. IT IS SET FLUSH WITH
 GC0557'THE SURROUNDING SURFACE AND IS STAMPED NEWSOM 1959.
 GC0557'
 GC0557'REFERENCE MARK NO. 1 IS 3 FEET WEST OF THE FENCE. IT IS SET FLUSH
 GC0557'WITH THE SURROUNDING SURFACE AND IS STAMPED NEWSOM NO. 1 1959.
 GC0557'
 GC0557'REFERENCE MARK NO. 2 IS 4 FEET WEST OF THE FENCE. IT IS SET FLUSH
 GC0557'WITH THE SURROUNDING SURFACE AND IS STAMPED NEWSOM NO. 2 1959.
 GC0557'
 GC0557'A TELLUROMETER TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION HOWS
 GC0557'WHICH WILL SERVE AS AN AZIMUTH MARK. SEE DESCRIPTION
 GC0557'THEREOF.
 GC0557
 GC0557                          STATION RECOVERY (1964)
 GC0557
 GC0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WAZ)
 GC0557'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1959 AND THE
 GC0557'STATION TO-REACH IS COMPLETELY ADEQUATE. THE HORIZONTAL
 GC0557'MEASUREMENTS BETWEEN THE STATION AND THE REFERENCE MARKS WERE CHECKED
 GC0557'AND AGREED WITH THE 1959 MEASUREMENTS.
 GC0557
 GC0557                          STATION RECOVERY (1964)
 GC0557
 GC0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GC0557'9.2 MI E FROM KINGSTON SPRINGS.
 GC0557'THIS MARK IS AT THE NEWSOM TRAVERSE STATION SITE.  TO REACH FROM
 GC0557'THE Y INTERSECTION OF U.S. HIGHWAY 70N AND 70S, WHICH IS ABOUT
 GC0557'12 MILES SOUTHWEST OF NASHVILLE, GO WEST ON U.S. HIGHWAY 70
 GC0557'FOR 0.35 MILE TO NEWSOM STATION ROAD ON THE LEFT, TURN LEFT ON
 GC0557'NEWSOM STATION ROAD AND GO SOUTH FOR 1.3 MILES TO A RAILROAD
 GC0557'UNDERPASS, PASS THROUGH THIS UNDERPASS AND TURN SHARP LEFT, EAST, ON A
 GC0557'TRACK ROAD ALONG THE SOUTH SIDE OF THE RAILROAD TRACK AND GO 0.5 MILE
 GC0557'TO A WOODEN GATE STRAIGHT AHEAD AND A ROAD LEFT CROSSING THE RAILROAD
 GC0557'TRACKS, TURN LEFT, NORTH, ACROSS THE RAILROAD TRACKS TO A GATE,
 GC0557'PASS THROUGH THIS GATE AND GO NORTHWEST ACROSS AN OPEN PASTURE
 GC0557'FOR 0.25 MILE TO THE EAST SIDE OF THE PASTURE AND THE STATION
 GC0557'AS DESCRIBED.  THE STATION IS A STANDARD TRAVERSE DISK SET IN A
 GC0557'10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 GC0557'THE GROUND.  IT IS 4 FEET WEST OF A FENCE AND HEDGEROW AND 3 FEET
 GC0557'WEST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0558 ***********************************************************************
 GC0558  DESIGNATION -  NEWSOM RM 1
 GC0558  PID         -  GC0558
 GC0558  STATE/COUNTY-  TN/DAVIDSON
 GC0558  USGS QUAD   -  BELLEVUE (1983)
 GC0558
 GC0558                         *CURRENT SURVEY CONTROL
 GC0558  ___________________________________________________________________
 GC0558* NAD 83(1986)-  36 04 36.     (N)    086 59 14.     (W)     SCALED    
 GC0558* NAVD 88     -       169.175  (meters)     555.03   (feet)  ADJUSTED  
 GC0558  ___________________________________________________________________
 GC0558  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0558  DYNAMIC HT  -         169.027 (meters)     554.55  (feet)  COMP
 GC0558  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GC0558
 GC0558  VERT ORDER  -  SECOND    CLASS 0
 GC0558
 GC0558.The horizontal coordinates were scaled from a topographic map and have
 GC0558.an estimated accuracy of +/- 6 seconds.
 GC0558
 GC0558.The orthometric height was determined by differential leveling
 GC0558.and adjusted by the National Geodetic Survey in June 1991..
 GC0558
 GC0558.The geoid height was determined by GEOID03.
 GC0558
 GC0558.The dynamic height is computed by dividing the NAVD 88
 GC0558.geopotential number by the normal gravity value computed on the
 GC0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0558.degrees latitude (g = 980.6199 gals.).
 GC0558
 GC0558.The modeled gravity was interpolated from observed gravity values.
 GC0558
 GC0558;                    North         East    Units  Estimated Accuracy
 GC0558;SPC TN       -   193,870.      511,080.      MT  (+/- 180 meters Scaled)
 GC0558
 GC0558                          SUPERSEDED SURVEY CONTROL
 GC0558
 GC0558  NGVD 29 (??/??/92)  169.197  (m)          555.11   (f) ADJ UNCH    2 0
 GC0558
 GC0558.Superseded values are not recommended for survey control.
 GC0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0558.See file dsdata.txt to determine how the superseded data were derived.
 GC0558
 GC0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE011924(NAD 83)
 GC0558_MARKER: DR = REFERENCE MARK DISK
 GC0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0558_STAMPING: NEWSOM NO 1 1959
 GC0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0558+STABILITY: SURFACE MOTION
 GC0558
 GC0558  HISTORY     - Date     Condition        Report By
 GC0558  HISTORY     - 1959     MONUMENTED       CGS
 GC0558  HISTORY     - 1964     GOOD             NGS
 GC0558
 GC0558                          STATION DESCRIPTION
 GC0558
 GC0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0558'9.2 MI E FROM KINGSTON SPRINGS.
 GC0558'THIS MARK IS AT THE NEWSOM 1959 TRAVERSE STATION.  IT IS 34.12
 GC0558'FEET NORTH OF THE STATION NEWSOM 1959 AND 3 FEET WEST OF THE
 GC0558'FENCE AND HEDGEROW.  IT IS A STANDARD REFERENCE MARK DISK SET
 GC0558'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH
 GC0558'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC0556 ***********************************************************************
 GC0556  DESIGNATION -  NEWSOM RM 2
 GC0556  PID         -  GC0556
 GC0556  STATE/COUNTY-  TN/DAVIDSON
 GC0556  USGS QUAD   -  BELLEVUE (1983)
 GC0556
 GC0556                         *CURRENT SURVEY CONTROL
 GC0556  ___________________________________________________________________
 GC0556* NAD 83(1986)-  36 04 36.     (N)    086 59 14.     (W)     SCALED    
 GC0556* NAVD 88     -       168.769  (meters)     553.70   (feet)  ADJUSTED  
 GC0556  ___________________________________________________________________
 GC0556  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GC0556  DYNAMIC HT  -         168.622 (meters)     553.22  (feet)  COMP
 GC0556  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GC0556
 GC0556  VERT ORDER  -  SECOND    CLASS 0
 GC0556
 GC0556.The horizontal coordinates were scaled from a topographic map and have
 GC0556.an estimated accuracy of +/- 6 seconds.
 GC0556
 GC0556.The orthometric height was determined by differential leveling
 GC0556.and adjusted by the National Geodetic Survey in June 1991..
 GC0556
 GC0556.The geoid height was determined by GEOID03.
 GC0556
 GC0556.The dynamic height is computed by dividing the NAVD 88
 GC0556.geopotential number by the normal gravity value computed on the
 GC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC0556.degrees latitude (g = 980.6199 gals.).
 GC0556
 GC0556.The modeled gravity was interpolated from observed gravity values.
 GC0556
 GC0556;                    North         East    Units  Estimated Accuracy
 GC0556;SPC TN       -   193,870.      511,080.      MT  (+/- 180 meters Scaled)
 GC0556
 GC0556                          SUPERSEDED SURVEY CONTROL
 GC0556
 GC0556  NGVD 29 (??/??/92)  168.791  (m)          553.78   (f) ADJ UNCH    2 0
 GC0556
 GC0556.Superseded values are not recommended for survey control.
 GC0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC0556.See file dsdata.txt to determine how the superseded data were derived.
 GC0556
 GC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE011924(NAD 83)
 GC0556_MARKER: DR = REFERENCE MARK DISK
 GC0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC0556_STAMPING: NEWSOM NO 2 1959
 GC0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC0556+STABILITY: SURFACE MOTION
 GC0556
 GC0556  HISTORY     - Date     Condition        Report By
 GC0556  HISTORY     - 1959     MONUMENTED       CGS
 GC0556  HISTORY     - 1964     GOOD             NGS
 GC0556
 GC0556                          STATION DESCRIPTION
 GC0556
 GC0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GC0556'9.2 MI E FROM KINGSTON SPRINGS.
 GC0556'THIS MARK IS AT THE NEWSOM 1959 TRAVERSE STATION SITE.  IT IS
 GC0556'32.11 FEET SOUTH OF THE STATION NEWSOM 1959 AND 4 FEET WEST OF
 GC0556'THE FENCE AND HEDGEROW.  IT IS A STANDARD REFERENCE MARK DISK
 GC0556'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT FLUSH WITH
 GC0556'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1888 ***********************************************************************
 FC1888  DESIGNATION -  NICKAJACK
 FC1888  PID         -  FC1888
 FC1888  STATE/COUNTY-  TN/MARION
 FC1888  USGS QUAD   -  SEQUATCHIE (1982)
 FC1888
 FC1888                         *CURRENT SURVEY CONTROL
 FC1888  ___________________________________________________________________
 FC1888* NAD 83(1995)-  35 01 55.64448(N)    085 35 35.96110(W)     ADJUSTED  
 FC1888* NAVD 88     -       285.2    (meters)     936.     (feet)  VERTCON   
 FC1888  ___________________________________________________________________
 FC1888  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FC1888  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FC1888
 FC1888  HORZ ORDER  -  SECOND
 FC1888
 FC1888.The horizontal coordinates were established by classical geodetic methods
 FC1888.and adjusted by the National Geodetic Survey in April 1999..
 FC1888
 FC1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1888
 FC1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1888
 FC1888.The geoid height was determined by GEOID03.
 FC1888
 FC1888;                    North         East     Units Scale Factor Converg.
 FC1888;SPC TN       -    77,609.218   637,111.913   MT  1.00004559   +0 14 17.1
 FC1888;SPC TN       -   254,622.91  2,090,258.00   sFT  1.00004559   +0 14 17.1
 FC1888;UTM  16      - 3,877,509.745   628,315.895   MT  0.99980292   +0 48 27.3
 FC1888
 FC1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1888!SPC TN       -   0.99995980  x   1.00004559  =   1.00000539
 FC1888!UTM  16      -   0.99995980  x   0.99980292  =   0.99976273
 FC1888
 FC1888:                Primary Azimuth Mark                     Grid Az
 FC1888:SPC TN       -  NICKAJACK AZ MK                          091 03 01.5
 FC1888:UTM  16      -  NICKAJACK AZ MK                          090 28 51.3
 FC1888
 FC1888|---------------------------------------------------------------------|
 FC1888| PID    Reference Object                     Distance      Geod. Az  |
 FC1888|                                                           dddmmss.s |
 FC1888| CG6195 NICKAJACK AZ MK                                    0911718.6 |
 FC1888| CG6196 NICKAJACK RM 1                       17.308 METERS 10545     |
 FC1888| CG6197 NICKAJACK RM 2                       16.570 METERS 24121     |
 FC1888|---------------------------------------------------------------------|
 FC1888
 FC1888                          SUPERSEDED SURVEY CONTROL
 FC1888
 FC1888  NAD 83(1995)-  35 01 55.64481(N)    085 35 35.96115(W) AD(       ) 2
 FC1888  NAD 83(1995)-  35 01 55.64515(N)    085 35 35.96258(W) AD(       ) 2
 FC1888  NAD 83(1995)-  35 01 55.64667(N)    085 35 35.96037(W) AD(       ) 2
 FC1888  NAD 83(1986)-  35 01 55.64689(N)    085 35 35.96025(W) AD(       ) 2
 FC1888  NAD 27      -  35 01 55.36670(N)    085 35 36.08430(W) AD(       ) 2
 FC1888  NGVD 29 (07/19/86)  285.2    (m)          936.     (f) VERT ANG       
 FC1888
 FC1888.Superseded values are not recommended for survey control.
 FC1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1888.See file dsdata.txt to determine how the superseded data were derived.
 FC1888
 FC1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2831677510(NAD 83)
 FC1888_MARKER: DS = TRIANGULATION STATION DISK
 FC1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1888
 FC1888  HISTORY     - Date     Condition        Report By
 FC1888  HISTORY     - 1962     MONUMENTED       CGS
 FC1888
 FC1888                          STATION DESCRIPTION
 FC1888
 FC1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FC1888'NOTE- THIS STATION WAS FORMERLY TRAVERSE STATION ACUFF 1962.  ALL
 FC1888'SURFACE MARKS WERE ALTERED TO READ NICKAJACK 1962 AT THE REQUEST
 FC1888'OF THE LANDOWNERS.  SEE RECOVERY NOTE FOR ACUFF 1962.
 FC1888'
 FC1888'THE STATION IS LOCATED ATOP A HEAVILY WOODED HILL KNOWN LOCALLY AS
 FC1888'ANDERSON HILL, ABOUT 2-1/2 MILES SOUTHEAST OF JASPER AND
 FC1888'2-1/2 MILES WEST OF HALETOWN.  IT IS NEAR THE LINE SEPARATING THE
 FC1888'HUNLEY W. ACUFF AND GEORGE B. BOLTON PROPERTIES.  PERMISSION
 FC1888'WAS GRANTED BY BOTH PROPERTY OWNERS.
 FC1888'
 FC1888'TO REACH THE STATION FROM THE WEST END OF THE TENNESSEE RIVER BRIDGE
 FC1888'AT HALETOWN (OLD GUILD), GO WEST ON U. S. HIGHWAYS 41, 64 AND 72 FOR
 FC1888'0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 FC1888'HIGHWAYS FOR 1.0 MILE TO COUNTY ROAD 5041 (2) ON THE LEFT, TURN
 FC1888'LEFT, SOUTHERLY, CROSSING INTERSTATE ROUTE 24 AND GO 1.2 MILES TO A
 FC1888'DRIVEWAY ON THE RIGHT AT A SMALL GARAGE.  HERE TURN RIGHT TOWARD
 FC1888'THE GARAGE, THEN SHARP RIGHT ONTO A WOODS ROAD AND GO NORTHERLY
 FC1888'FOR 0.2 MILE TO A SMALL CEMETERY ON THE RIGHT, CONTINUE NORTHERLY
 FC1888'AND WEST ON THE WOODS ROAD FOR 0.3 MILE TO A DIM TRACK ROAD ON
 FC1888'THE LEFT, TURN LEFT ON THIS DIM TRACK ROAD AND GO SOUTHWESTERLY FOR
 FC1888'ABOUT 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 FC1888'
 FC1888'THE STATION IS 45 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE DIM
 FC1888'TRACK ROAD, 21 FEET NORTH OF A 12-INCH OAK TREE AND 1.4 FEET
 FC1888'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 FC1888'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1
 FC1888'INCH AND THE DISK IS STAMPED NICKAJACK 1962.
 FC1888'
 FC1888'REFERENCE MARK NO. 1 IS 57 FEET SOUTHEAST OF THE METAL WITNESS POST
 FC1888'AND SIGN, 12 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 FC1888'TRACK ROAD AND ABOUT 1-1/2 FEET BELOW THE STATION ELEVATION.  A
 FC1888'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 FC1888'CONCRETE MONUMENT AND THE DISK IS STAMPED NICKAJACK NO 1 1962.
 FC1888'
 FC1888'REFERENCE MARK NO. 2 IS 56.5 FEET SOUTHWEST OF THE METAL WITNESS POST
 FC1888'AND SIGN AND ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  A
 FC1888'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 FC1888'MONUMENT AND THE DISK IS STAMPED NICKAJACK NO 2 1962.
 FC1888'
 FC1888'THE AZIMUTH MARK IS 45 FEET NORTH OF THE APPROXIMATE CENTER OF U. S.
 FC1888'HIGHWAYS 41, 64 AND 72, 43 FEET WEST OF A 16-INCH, TWIN
 FC1888'TRUNKED OAK TREE, 4 FEET SOUTH OF A WOVEN WIRE FENCE, AND 1.6 FEET
 FC1888'NORTH OF A METAL WITNESS POST AND SIGN (T.V.A.).  A STANDARD
 FC1888'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 6-INCH, SQUARE,
 FC1888'CONCRETE POST THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FC1888'NICKAJACK 1962.
 FC1888'
 FC1888'DUE TO A BITTER DISPUTE BETWEEN MR. HUNLEY W. ACUFF AND MR. GEORGE B.
 FC1888'BOLTON, OVER THE OWNERSHIP OF THE PROPERTY WHERE THIS STATION
 FC1888'EXISTED, THE STATION WAS IN DANGER OF BEING TORN OUT.  AFTER A PERIOD
 FC1888'OF DISCUSSION WITH BOTH THE PARTIES INVOLVED, AN AGREEMENT
 FC1888'WAS FINALLY REACHED, IN WHICH EACH PARTY AGREED THAT IF THE STATION
 FC1888'NAME WAS SO CHANGED THAT IT BORE NEITHER OF THEIR NAMES, IT
 FC1888'WOULD BE PERMITTED TO REMAIN.  IT WAS FURTHER AGREED BY BOTH
 FC1888'PARTIES THAT WHEN THE DISPUTE IS FINALLY SETTLED, WHICHEVER ONE
 FC1888'THAT LEGALLY OWNS THE PROPERTY HAS GRANTED PERMISSION.  THEREFORE,
 FC1888'ALL SURFACE MARKS FOR TRAVERSE STATION ACUFF 1962 HAVE BEEN ALTERED
 FC1888'TO READ NICKAJACK 1962 AND ALL C AND GS RECORDS AND DATA
 FC1888'SHOULD BE REVISED ACCORDINGLY.  THE UNDERGROUND STATION MARK DISK WAS
 FC1888'NOT ALTERED.
 FC1888'
 FC1888'TRAVERSE STATION ACUFF 1962 DESIGNATED AS SUCH NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2429 ***********************************************************************
 FE2429  DESIGNATION -  NIXON
 FE2429  PID         -  FE2429
 FE2429  STATE/COUNTY-  TN/HAYWOOD
 FE2429  USGS QUAD   -  TIBBS (1981)
 FE2429
 FE2429                         *CURRENT SURVEY CONTROL
 FE2429  ___________________________________________________________________
 FE2429* NAD 83(1995)-  35 39 16.78259(N)    089 17 42.92764(W)     ADJUSTED  
 FE2429* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 FE2429  ___________________________________________________________________
 FE2429  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FE2429  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 FE2429
 FE2429  HORZ ORDER  -  THIRD
 FE2429
 FE2429.The horizontal coordinates were established by classical geodetic methods
 FE2429.and adjusted by the National Geodetic Survey in April 1999..
 FE2429
 FE2429.The orthometric height was scaled from a topographic map.
 FE2429
 FE2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2429
 FE2429.The geoid height was determined by GEOID03.
 FE2429
 FE2429;                    North         East     Units Scale Factor Converg.
 FE2429;SPC TN       -   151,623.053   301,667.787   MT  0.99995328   -1 55 45.0
 FE2429;SPC TN       -   497,449.97    989,721.73   sFT  0.99995328   -1 55 45.0
 FE2429;UTM  16      - 3,948,073.206   292,217.787   MT  1.00013205   -1 20 18.2
 FE2429
 FE2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2429!SPC TN       -   0.99998554  x   0.99995328  =   0.99993882
 FE2429!UTM  16      -   0.99998554  x   1.00013205  =   1.00011759
 FE2429
 FE2429:                Primary Azimuth Mark                     Grid Az
 FE2429:SPC TN       -  BROWNSVILLE MUN TANK                     155 38 25.7
 FE2429:UTM  16      -  BROWNSVILLE MUN TANK                     155 02 58.9
 FE2429
 FE2429|---------------------------------------------------------------------|
 FE2429| PID    Reference Object                     Distance      Geod. Az  |
 FE2429|                                                           dddmmss.s |
 FE2429| FE2436 BROWNSVILLE MUN TANK                APPROX. 7.4 KM 1534240.7 |
 FE2429| FE2435 BROWNSVILLE FIRST METH CHURCH       APPROX. 7.3 KM 1544958.5 |
 FE2429| FE2434 BROWNSVILLE FED COMP WHSE TANK      APPROX. 8.1 KM 1550832.6 |
 FE2429| CG4679 NIXON AZ MK                                        1555548.1 |
 FE2429| CG4681 NIXON RM 2                           15.700 METERS 22919     |
 FE2429| CG4680 NIXON RM 1                           14.018 METERS 34042     |
 FE2429|---------------------------------------------------------------------|
 FE2429
 FE2429                          SUPERSEDED SURVEY CONTROL
 FE2429
 FE2429  NAD 83(1995)-  35 39 16.78786(N)    089 17 42.92914(W) AD(       ) 3
 FE2429  NAD 83(1986)-  35 39 16.79405(N)    089 17 42.92829(W) AD(       ) 3
 FE2429  NAD 27      -  35 39 16.52070(N)    089 17 42.68410(W) AD(       ) 3
 FE2429
 FE2429.Superseded values are not recommended for survey control.
 FE2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2429.See file dsdata.txt to determine how the superseded data were derived.
 FE2429
 FE2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE9221848073(NAD 83)
 FE2429_MARKER: DS = TRIANGULATION STATION DISK
 FE2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2429
 FE2429  HISTORY     - Date     Condition        Report By
 FE2429  HISTORY     - 1958     MONUMENTED       CGS
 FE2429
 FE2429                          STATION DESCRIPTION
 FE2429
 FE2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2429'THE STATION IS ABOUT 14 MILES SOUTHWEST OF ALAMO, 12 MILES SOUTHWEST
 FE2429'OF BELLS, AND 4.5 MILES NORTH OF BROWNSVILLE.  THE MONUMENT IS 23
 FE2429'FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 3 FEET WEST OF A BOARD
 FE2429'FENCE, 6 FEET SOUTH OF A WHITE WITNESS POST, AND 88 FEET
 FE2429'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME SHED.  THE
 FE2429'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED NIXON 1958.
 FE2429'
 FE2429'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN BROWNSVILLE, GO
 FE2429'WEST ON U.S. HIGHWAY 79 AND STATE HIGHWAY 19 FOR 0.25 MILE TO A CROSS
 FE2429'STREET.  TURN RIGHT, NORTH, ON MCLEMORE STREET AND GO 0.25 MILE TO A
 FE2429'CROSS STREET, JOG LEFT AND CONTINUE NORTH ON MCLEMORE STREET
 FE2429'AND ITS CONTINUATION AS A PAVED ROAD FOR 4.0 MILES TO THE AZIMUTH
 FE2429'MARK ON THE LEFT, WEST SIDE OF ROAD, AT THE TOP OF A SMALL RIDGE.
 FE2429'CONTINUE NORTH ON PAVED ROAD FOR 0.4 MILES TO THE STATION ON THE
 FE2429'RIGHT, EAST SIDE OF ROAD, AT THE HIGH PART OF KNOLL.
 FE2429'
 FE2429'REFERENCE MARK 1 IS 41 FEET NORTH OF A WHITE WITNESS POST, 1 FOOT
 FE2429'WEST OF A BOARD FENCE, AND 24 FEET EAST OF THE CENTERLINE OF
 FE2429'THE PAVED ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 FE2429'NIXON NO 1 1958.  THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS
 FE2429'80.62 FEET, 24.570 METERS.
 FE2429'
 FE2429'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE, 28 FEET WEST OF
 FE2429'CENTERLINE OF THE PAVED ROAD, 50 FEET NORTH OF A TELEPHONE POLE AND
 FE2429'63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME SHED.  THE
 FE2429'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED NIXON NO 2 1958.
 FE2429'
 FE2429'THE AZIMUTH MARK IS 1 FOOT EAST OF A FENCE, 1.5 FEET SOUTHEAST OF
 FE2429'SOUTH GATE POST, 2 FEET NORTH OF A WHITE WITNESS POST, 26 FEET WEST
 FE2429'OF THE CENTERLINE OF THE PAVED ROAD, AND 40 FEET NORTH OF A TELEPHONE
 FE2429'POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED NIXON
 FE2429'1958.
 FE2429'
 FE2429'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC1709 ***********************************************************************
 GC1709  DESIGNATION -  NJ 1
 GC1709  PID         -  GC1709
 GC1709  STATE/COUNTY-  TN/HUMPHREYS
 GC1709  USGS QUAD   -  JOHNSONVILLE (1987)
 GC1709
 GC1709                         *CURRENT SURVEY CONTROL
 GC1709  ___________________________________________________________________
 GC1709* NAD 83(1986)-  36 01 19.     (N)    087 57 53.     (W)     SCALED    
 GC1709* NAVD 88     -       143.581  (meters)     471.07   (feet)  ADJUSTED  
 GC1709  ___________________________________________________________________
 GC1709  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GC1709  DYNAMIC HT  -         143.459 (meters)     470.67  (feet)  COMP
 GC1709  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GC1709
 GC1709  VERT ORDER  -  SECOND    CLASS 0
 GC1709
 GC1709.The horizontal coordinates were scaled from a topographic map and have
 GC1709.an estimated accuracy of +/- 6 seconds.
 GC1709
 GC1709.The orthometric height was determined by differential leveling
 GC1709.and adjusted by the National Geodetic Survey in June 1991..
 GC1709
 GC1709.The geoid height was determined by GEOID03.
 GC1709
 GC1709.The dynamic height is computed by dividing the NAVD 88
 GC1709.geopotential number by the normal gravity value computed on the
 GC1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GC1709.degrees latitude (g = 980.6199 gals.).
 GC1709
 GC1709.The modeled gravity was interpolated from observed gravity values.
 GC1709
 GC1709;                    North         East    Units  Estimated Accuracy
 GC1709;SPC TN       -   189,130.      422,920.      MT  (+/- 180 meters Scaled)
 GC1709
 GC1709                          SUPERSEDED SURVEY CONTROL
 GC1709
 GC1709  NGVD 29 (??/??/??)  143.61   (m)          471.2    (f) RESET       3  
 GC1709
 GC1709.Superseded values are not recommended for survey control.
 GC1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC1709.See file dsdata.txt to determine how the superseded data were derived.
 GC1709
 GC1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE130868(NAD 83)
 GC1709_MARKER: DD = SURVEY DISK
 GC1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GC1709_STAMPING: NJ-1 1961
 GC1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GC1709+STABILITY: SURFACE MOTION
 GC1709
 GC1709  HISTORY     - Date     Condition        Report By
 GC1709  HISTORY     - 1961     MONUMENTED       CGS
 GC1709  HISTORY     - 1972     GOOD             TVA
 GC1709  HISTORY     - 1988     GOOD             USPSQD
 GC1709
 GC1709                          STATION DESCRIPTION
 GC1709
 GC1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GC1709'0.8 MI NE FROM JOHNSONVILLE.
 GC1709'FROM THE R.R. STATION AT JOHNSONVILLE GO 0.8 MILES NORTHEAST ON
 GC1709'U.S. 70 TO A CONCRETE HIGHWAY BRIDGE PASSING OVER U.S. 70.  THE
 GC1709'MARK IS LOCATED IN THE SOUTH END OF THE EAST WALKWAY OF THE
 GC1709'CONCRETE BRIDGE, 4 INCHES NORTH OF THE SOUTH CORNER OF THE
 GC1709'WALKWAY, 4 INCHES EAST OF THE WEST CORNER OF THE WALKWAY, 15
 GC1709'FEET EAST OF THE CENTER LINE OF THE PAVEMENT AND 1.5 FEET WEST
 GC1709'OF THE CONCRETE HAND RAIL.  THE MARK IS A TENNESSEE HIGHWAY DEPT.
 GC1709'SURVEY MARK SET FLUSH WITH THE CONCRETE AND ABOUT 7 INCHES ABOVE
 GC1709'THE PAVEMENT.  NOTE-- STA IS 1.1 MI NE JOHNSONVILLE RR STATION.
 GC1709
 GC1709                          STATION RECOVERY (1972)
 GC1709
 GC1709'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 GC1709'RECOVERED IN GOOD CONDITION.
 GC1709
 GC1709                          STATION RECOVERY (1988)
 GC1709
 GC1709'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBP)
 GC1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FC1626 ***********************************************************************
 FC1626  DESIGNATION -  NJ 75 RESET
 FC1626  PID         -  FC1626
 FC1626  STATE/COUNTY-  TN/MARION
 FC1626  USGS QUAD   -  SEQUATCHIE (1982)
 FC1626
 FC1626                         *CURRENT SURVEY CONTROL
 FC1626  ___________________________________________________________________
 FC1626* NAD 83(1986)-  35 01 08.     (N)    085 32 18.     (W)     SCALED    
 FC1626* NAVD 88     -       196.183  (meters)     643.64   (feet)  ADJUSTED  
 FC1626  ___________________________________________________________________
 FC1626  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FC1626  DYNAMIC HT  -         195.992 (meters)     643.02  (feet)  COMP
 FC1626  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 FC1626
 FC1626  VERT ORDER  -  FIRST     CLASS II
 FC1626
 FC1626.The horizontal coordinates were scaled from a topographic map and have
 FC1626.an estimated accuracy of +/- 6 seconds.
 FC1626
 FC1626.The orthometric height was determined by differential leveling
 FC1626.and adjusted by the National Geodetic Survey in June 1991..
 FC1626
 FC1626.The geoid height was determined by GEOID03.
 FC1626
 FC1626.The dynamic height is computed by dividing the NAVD 88
 FC1626.geopotential number by the normal gravity value computed on the
 FC1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC1626.degrees latitude (g = 980.6199 gals.).
 FC1626
 FC1626.The modeled gravity was interpolated from observed gravity values.
 FC1626
 FC1626;                    North         East    Units  Estimated Accuracy
 FC1626;SPC TN       -    76,160.      642,140.      MT  (+/- 180 meters Scaled)
 FC1626
 FC1626                          SUPERSEDED SURVEY CONTROL
 FC1626
 FC1626.No superseded survey control is available for this station.
 FC1626
 FC1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD333761(NAD 83)
 FC1626_MARKER: DD = SURVEY DISK
 FC1626_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FC1626_SP_SET: BRIDGE ABUTMENT
 FC1626_STAMPING: NJ 75 TVA RESET 1967
 FC1626_MARK LOGO: TVA   
 FC1626_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC1626+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 FC1626
 FC1626  HISTORY     - Date     Condition        Report By
 FC1626  HISTORY     - 1967     MONUMENTED       TVA
 FC1626  HISTORY     - 1983     GOOD             NGS
 FC1626  HISTORY     - 19990629 GOOD             GEOD
 FC1626  HISTORY     - 20060119 GOOD             CAS
 FC1626
 FC1626                          STATION DESCRIPTION
 FC1626
 FC1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FC1626'1.3 KM (0.8 MI) SOUTH FROM HALETOWN.
 FC1626'0.4 KM (0.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 41, 64, AND 72 FROM THE
 FC1626'POST OFFICE IN HALETOWN (GUILD POST OFFICE), THENCE 0.7 KM (0.45 MI)
 FC1626'SOUTHERLY ALONG STATE HIGHWAY 156 AND 134, THENCE 0.2 KM (0.1 MI)
 FC1626'SOUTHWEST ALONG STATE HIGHWAY 156, SET IN THE NORTHEAST BRIDGE
 FC1626'ABUTMENT (WALKWAY) ON THE NORTH END OF THE EAST SIDE OF THE BRIDGE ON
 FC1626'STATE HIGHWAY 156, 4.69 METERS (15.4 FT) EAST OF THE CENTERLINE OF THE
 FC1626'HIGHWAY, 15.94 METERS (52.3 FT) SOUTHWEST OF POWERLINE POLE NUMBER
 FC1626'HB3101, 2.10 METERS (6.9 FT) NORTH OF THE CENTER OF AN EXPANSIVE JOINT
 FC1626'IN BRIDGE (WALKWAY), 0.76 METERS (2.5 FT) SOUTH-SOUTHWEST OF THE
 FC1626'NORTHWEST EDGE OF THE NORTH END OF ABUTMENT ON THE EAST SIDE OF
 FC1626'BRIDGE.
 FC1626'THE MARK IS 0.3 M ABOVE HIGHWAY.
 FC1626
 FC1626                          STATION RECOVERY (1999)
 FC1626
 FC1626'RECOVERY NOTE BY GEODETIC ASSOCIATES 1999 (GR)
 FC1626'RECOVERED IN GOOD CONDITION.
 FC1626
 FC1626                          STATION RECOVERY (2006)
 FC1626
 FC1626'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 FC1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1511 ***********************************************************************
 EE1511  DESIGNATION -  NJ 77 RESET
 EE1511  PID         -  EE1511
 EE1511  STATE/COUNTY-  TN/MARION
 EE1511  USGS QUAD   -  NEW HOME (1982)
 EE1511
 EE1511                         *CURRENT SURVEY CONTROL
 EE1511  ___________________________________________________________________
 EE1511* NAD 83(1986)-  34 59 37.     (N)    085 36 01.     (W)     SCALED    
 EE1511* NAVD 88     -       196.362  (meters)     644.23   (feet)  ADJUSTED  
 EE1511  ___________________________________________________________________
 EE1511  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE1511  DYNAMIC HT  -         196.169 (meters)     643.60  (feet)  COMP
 EE1511  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 EE1511
 EE1511  VERT ORDER  -  FIRST     CLASS II
 EE1511
 EE1511.The horizontal coordinates were scaled from a topographic map and have
 EE1511.an estimated accuracy of +/- 6 seconds.
 EE1511
 EE1511.The orthometric height was determined by differential leveling
 EE1511.and adjusted by the National Geodetic Survey in June 1991..
 EE1511
 EE1511.The geoid height was determined by GEOID03.
 EE1511
 EE1511.The dynamic height is computed by dividing the NAVD 88
 EE1511.geopotential number by the normal gravity value computed on the
 EE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1511.degrees latitude (g = 980.6199 gals.).
 EE1511
 EE1511.The modeled gravity was interpolated from observed gravity values.
 EE1511
 EE1511;                    North         East    Units  Estimated Accuracy
 EE1511;SPC TN       -    73,330.      636,500.      MT  (+/- 180 meters Scaled)
 EE1511
 EE1511                          SUPERSEDED SURVEY CONTROL
 EE1511
 EE1511.No superseded survey control is available for this station.
 EE1511
 EE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD277732(NAD 83)
 EE1511_MARKER: DD = SURVEY DISK
 EE1511_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EE1511_SP_SET: BRIDGE ABUTMENT
 EE1511_STAMPING: RESET NJ 77
 EE1511_MARK LOGO: TVA   
 EE1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1511
 EE1511  HISTORY     - Date     Condition        Report By
 EE1511  HISTORY     - UNK      MONUMENTED       TVA
 EE1511  HISTORY     - 1983     GOOD             NGS
 EE1511
 EE1511                          STATION DESCRIPTION
 EE1511
 EE1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1511'9.5 KM (5.9 MI) EAST FROM SOUTH PITTSBURG.
 EE1511'9.5 KM (5.9 MI) EAST ALONG STATE HIGHWAY 156 FROM THE JUNCTION OF U.S.
 EE1511'HIGHWAY 72 IN SOUTH PITTSBURG, SET IN THE SOUTHEAST ABUTMENT OF A
 EE1511'BRIDGE, 0.3 KM (0.2 MI) WEST OF A ROAD LEADING SOUTH TO THE MACEDONIA
 EE1511'BAPTIST CHURCH, 4.88 METERS (16.0 FT) SOUTH OF THE CENTERLINE OF THE
 EE1511'HIGHWAY.  NOTE, NO DATE ON THE MARK.
 EE1511'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1510 ***********************************************************************
 EE1510  DESIGNATION -  NJ 78 RESET
 EE1510  PID         -  EE1510
 EE1510  STATE/COUNTY-  TN/MARION
 EE1510  USGS QUAD   -  NEW HOME (1982)
 EE1510
 EE1510                         *CURRENT SURVEY CONTROL
 EE1510  ___________________________________________________________________
 EE1510* NAD 83(1986)-  34 59 47.     (N)    085 37 28.     (W)     SCALED    
 EE1510* NAVD 88     -       210.161  (meters)     689.50   (feet)  ADJUSTED  
 EE1510  ___________________________________________________________________
 EE1510  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EE1510  DYNAMIC HT  -         209.955 (meters)     688.83  (feet)  COMP
 EE1510  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 EE1510
 EE1510  VERT ORDER  -  FIRST     CLASS II
 EE1510
 EE1510.The horizontal coordinates were scaled from a topographic map and have
 EE1510.an estimated accuracy of +/- 6 seconds.
 EE1510
 EE1510.The orthometric height was determined by differential leveling
 EE1510.and adjusted by the National Geodetic Survey in June 1991..
 EE1510
 EE1510.The geoid height was determined by GEOID03.
 EE1510
 EE1510.The dynamic height is computed by dividing the NAVD 88
 EE1510.geopotential number by the normal gravity value computed on the
 EE1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1510.degrees latitude (g = 980.6199 gals.).
 EE1510
 EE1510.The modeled gravity was interpolated from observed gravity values.
 EE1510
 EE1510;                    North         East    Units  Estimated Accuracy
 EE1510;SPC TN       -    73,630.      634,290.      MT  (+/- 180 meters Scaled)
 EE1510
 EE1510                          SUPERSEDED SURVEY CONTROL
 EE1510
 EE1510.No superseded survey control is available for this station.
 EE1510
 EE1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD255735(NAD 83)
 EE1510_MARKER: DD = SURVEY DISK
 EE1510_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EE1510_SP_SET: BRIDGE ABUTMENT
 EE1510_STAMPING: RESET NJ 78 FIELD E
 EE1510_MARK LOGO: TVA   
 EE1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1510
 EE1510  HISTORY     - Date     Condition        Report By
 EE1510  HISTORY     - 1967     MONUMENTED       TVA
 EE1510  HISTORY     - 1983     GOOD             NGS
 EE1510
 EE1510                          STATION DESCRIPTION
 EE1510
 EE1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1510'8.0 KM (4.95 MI) EAST FROM SOUTH PITTSBURG.
 EE1510'8.0 KM (4.95 MI) EAST ALONG STATE HIGHWAY 156 FROM THE JUNCTION OF
 EE1510'U.S. HIGHWAY 72 AT SOUTH PITTSBURG, SET IN THE SOUTHEAST BRIDGE
 EE1510'ABUTMENT WALKWAY OVERPASS OVER THE LOUISVILLE AND NASHVILLE RAILROAD,
 EE1510'ALSO ABOUT 1.8 KM (1.1 MI) EAST OF THE RAILROAD CROSSING OF STATE
 EE1510'HIGHWAY 156, 4.57 METERS (15.0 FT) EAST OF THE CENTER OF THE OVERPASS,
 EE1510'AND 16.16 METERS (53.0 FT) NORTH-NORTHEAST OF THE CENTER OF STATE
 EE1510'HIGHWAY 156.  NOTE, NO DATE ON THE MARK.
 EE1510'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0761 ***********************************************************************
 GB0761  DESIGNATION -  NO 102
 GB0761  PID         -  GB0761
 GB0761  STATE/COUNTY-  TN/ANDERSON
 GB0761  USGS QUAD   -  NORRIS (1990)
 GB0761
 GB0761                         *CURRENT SURVEY CONTROL
 GB0761  ___________________________________________________________________
 GB0761* NAD 83(1986)-  36 11 00.     (N)    084 04 06.     (W)     SCALED    
 GB0761* NAVD 88     -       292.413  (meters)     959.36   (feet)  ADJUSTED  
 GB0761  ___________________________________________________________________
 GB0761  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0761  DYNAMIC HT  -         292.149 (meters)     958.49  (feet)  COMP
 GB0761  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 GB0761
 GB0761  VERT ORDER  -  SECOND    CLASS 0
 GB0761
 GB0761.The horizontal coordinates were scaled from a topographic map and have
 GB0761.an estimated accuracy of +/- 6 seconds.
 GB0761
 GB0761.The orthometric height was determined by differential leveling
 GB0761.and adjusted by the National Geodetic Survey in June 1991..
 GB0761
 GB0761.The geoid height was determined by GEOID03.
 GB0761
 GB0761.The dynamic height is computed by dividing the NAVD 88
 GB0761.geopotential number by the normal gravity value computed on the
 GB0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0761.degrees latitude (g = 980.6199 gals.).
 GB0761
 GB0761.The modeled gravity was interpolated from observed gravity values.
 GB0761
 GB0761;                    North         East    Units  Estimated Accuracy
 GB0761;SPC TN       -   206,970.      773,750.      MT  (+/- 180 meters Scaled)
 GB0761
 GB0761                          SUPERSEDED SURVEY CONTROL
 GB0761
 GB0761  NGVD 29 (??/??/92)  292.546  (m)          959.79   (f) ADJ UNCH    2 0
 GB0761
 GB0761.Superseded values are not recommended for survey control.
 GB0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0761.See file dsdata.txt to determine how the superseded data were derived.
 GB0761
 GB0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF636082(NAD 83)
 GB0761_MARKER: DD = SURVEY DISK
 GB0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0761_STAMPING: NO 102 EL 95954
 GB0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0761+STABILITY: SURFACE MOTION
 GB0761
 GB0761  HISTORY     - Date     Condition        Report By
 GB0761  HISTORY     - UNK      MONUMENTED       TVA
 GB0761  HISTORY     - 1964     GOOD             TNHD
 GB0761
 GB0761                          STATION DESCRIPTION
 GB0761
 GB0761'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0761'4.9 MI E FROM NORRIS.
 GB0761'FROM THE NORTH END OF NORRIS DAM BRIDGE, GO EASTERLY ON U.S.
 GB0761'HIGHWAY 441, FOR 4.9 MILES TO A GRAVELED ROAD LEADING SOUTH,
 GB0761'TURN RIGHT AND GO APPROXIMATELY 150 FEET SOUTHERLY TO THE MARK
 GB0761'ON THE LEFT.  THE MARK IS 150 FEET EAST OF A NORRIS MEMORIAL
 GB0761'GARDENS MONUMENT, 15 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GB0761'GRAVELED ROAD AND 0.7 FOOT WEST OF A METAL WITNESS POST WITH
 GB0761'SIGN.  THE MARK IS A TVA SURVEY MARKER SET IN THE TOP OF A
 GB0761'6-INCH CONCRETE MONUMENT, PROJECTING 5-INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0829 ***********************************************************************
 GB0829  DESIGNATION -  NO 121
 GB0829  PID         -  GB0829
 GB0829  STATE/COUNTY-  TN/ANDERSON
 GB0829  USGS QUAD   -  LAKE CITY (1973)
 GB0829
 GB0829                         *CURRENT SURVEY CONTROL
 GB0829  ___________________________________________________________________
 GB0829* NAD 83(1986)-  36 09 32.     (N)    084 08 46.     (W)     SCALED    
 GB0829* NAVD 88     -       264.640  (meters)     868.24   (feet)  ADJUSTED  
 GB0829  ___________________________________________________________________
 GB0829  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GB0829  DYNAMIC HT  -         264.401 (meters)     867.46  (feet)  COMP
 GB0829  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 GB0829
 GB0829  VERT ORDER  -  SECOND    CLASS 0
 GB0829
 GB0829.The horizontal coordinates were scaled from a topographic map and have
 GB0829.an estimated accuracy of +/- 6 seconds.
 GB0829
 GB0829.The orthometric height was determined by differential leveling
 GB0829.and adjusted by the National Geodetic Survey in June 1991..
 GB0829
 GB0829.The geoid height was determined by GEOID03.
 GB0829
 GB0829.The dynamic height is computed by dividing the NAVD 88
 GB0829.geopotential number by the normal gravity value computed on the
 GB0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0829.degrees latitude (g = 980.6199 gals.).
 GB0829
 GB0829.The modeled gravity was interpolated from observed gravity values.
 GB0829
 GB0829;                    North         East    Units  Estimated Accuracy
 GB0829;SPC TN       -   204,130.      766,800.      MT  (+/- 180 meters Scaled)
 GB0829
 GB0829                          SUPERSEDED SURVEY CONTROL
 GB0829
 GB0829  NGVD 29 (??/??/92)  264.773  (m)          868.68   (f) ADJ UNCH    2 0
 GB0829
 GB0829.Superseded values are not recommended for survey control.
 GB0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0829.See file dsdata.txt to determine how the superseded data were derived.
 GB0829
 GB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF567053(NAD 83)
 GB0829_MARKER: DD = SURVEY DISK
 GB0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0829_STAMPING: NO 121
 GB0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0829+STABILITY: SURFACE MOTION
 GB0829
 GB0829  HISTORY     - Date     Condition        Report By
 GB0829  HISTORY     - UNK      MONUMENTED       TNGS
 GB0829  HISTORY     - 1964     GOOD             TNGS
 GB0829
 GB0829                          STATION DESCRIPTION
 GB0829
 GB0829'DESCRIBED BY TENNESSEE GEODETIC SURVEY 1964
 GB0829'4.8 MI S FROM LAKE CITY.
 GB0829'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND U.S. HIGHWAY 25W
 GB0829'AT LAKE CITY, GO SOUTH FOR 4.75 MILES ON U.S. HIGHWAY 25W TO
 GB0829'THE MARK ON THE RIGHT.  THE MARK IS APPROXIMATELY 12 FEET
 GB0829'ABOVE THE HIGHWAY, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GB0829'A SMALL BRICK HOUSE, 35 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB0829'OF U.S. HIGHWAY 25W AND 1.0 FOOT EAST OF A METAL WITNESS POST
 GB0829'WITH SIGN.  THE MARK IS A STANDARD COAST AND GEODETIC AND STATE
 GB0829'SURVEY DISK, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 GB0829'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2028 ***********************************************************************
 GA2028  DESIGNATION -  NO 415
 GA2028  PID         -  GA2028
 GA2028  STATE/COUNTY-  TN/JEFFERSON
 GA2028  USGS QUAD   -  JEFFERSON CITY (1974)
 GA2028
 GA2028                         *CURRENT SURVEY CONTROL
 GA2028  ___________________________________________________________________
 GA2028* NAD 83(1986)-  36 01 30.     (N)    083 27 39.     (W)     SCALED    
 GA2028* NAVD 88     -       411.769  (meters)    1350.95   (feet)  ADJUSTED  
 GA2028  ___________________________________________________________________
 GA2028  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA2028  DYNAMIC HT  -         411.385 (meters)    1349.69  (feet)  COMP
 GA2028  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 GA2028
 GA2028  VERT ORDER  -  SECOND    CLASS 0
 GA2028
 GA2028.The horizontal coordinates were scaled from a topographic map and have
 GA2028.an estimated accuracy of +/- 6 seconds.
 GA2028
 GA2028.The orthometric height was determined by differential leveling
 GA2028.and adjusted by the National Geodetic Survey in June 1991..
 GA2028
 GA2028.The geoid height was determined by GEOID03.
 GA2028
 GA2028.The dynamic height is computed by dividing the NAVD 88
 GA2028.geopotential number by the normal gravity value computed on the
 GA2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2028.degrees latitude (g = 980.6199 gals.).
 GA2028
 GA2028.The modeled gravity was interpolated from observed gravity values.
 GA2028
 GA2028;                    North         East    Units  Estimated Accuracy
 GA2028;SPC TN       -   190,660.      828,830.      MT  (+/- 180 meters Scaled)
 GA2028
 GA2028                          SUPERSEDED SURVEY CONTROL
 GA2028
 GA2028  NGVD 29 (??/??/92)  411.932  (m)         1351.48   (f) ADJ UNCH    2 0
 GA2028
 GA2028.Superseded values are not recommended for survey control.
 GA2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2028.See file dsdata.txt to determine how the superseded data were derived.
 GA2028
 GA2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV782895(NAD 83)
 GA2028_MARKER: DD = SURVEY DISK
 GA2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2028_STAMPING: NO 415
 GA2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2028+STABILITY: SURFACE MOTION
 GA2028
 GA2028  HISTORY     - Date     Condition        Report By
 GA2028  HISTORY     - UNK      MONUMENTED       TNGS
 GA2028  HISTORY     - 1961     GOOD             NGS
 GA2028
 GA2028                          STATION DESCRIPTION
 GA2028
 GA2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GA2028'3.6 MI W FROM DANDRIDGE.
 GA2028'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 25W AND STATE HIGHWAY 92
 GA2028'IN DANDRIDGE, GO 2.2 MILES NORTHWEST ON STATE HIGHWAY 92, THEN
 GA2028'1.5 MILES WEST ON INTERSTATE HIGHWAY 40 TO A BARN THAT IS ABOUT
 GA2028'0.1 MILE SOUTH OF INTERSTATE HIGHWAY 40 AND ON THE TOP OF A HILL.
 GA2028'THE BENCH MARK IS 63 FT. SOUTH OF THE SOUTHWEST CORNER OF THE BARN,
 GA2028'15 FT. WEST OF A FENCE, AND 0.5 FT. WEST OF A WITNESS SIGN.  THE
 GA2028'DISK IS SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0769 ***********************************************************************
 GB0769  DESIGNATION -  NO 99
 GB0769  PID         -  GB0769
 GB0769  STATE/COUNTY-  TN/ANDERSON
 GB0769  USGS QUAD   -  NORRIS (1990)
 GB0769
 GB0769                         *CURRENT SURVEY CONTROL
 GB0769  ___________________________________________________________________
 GB0769* NAD 83(1986)-  36 10 52.     (N)    084 04 03.     (W)     SCALED    
 GB0769* NAVD 88     -       277.820  (meters)     911.48   (feet)  ADJUSTED  
 GB0769  ___________________________________________________________________
 GB0769  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GB0769  DYNAMIC HT  -         277.568 (meters)     910.65  (feet)  COMP
 GB0769  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 GB0769
 GB0769  VERT ORDER  -  SECOND    CLASS 0
 GB0769
 GB0769.The horizontal coordinates were scaled from a topographic map and have
 GB0769.an estimated accuracy of +/- 6 seconds.
 GB0769
 GB0769.The orthometric height was determined by differential leveling
 GB0769.and adjusted by the National Geodetic Survey in June 1991..
 GB0769
 GB0769.The geoid height was determined by GEOID03.
 GB0769
 GB0769.The dynamic height is computed by dividing the NAVD 88
 GB0769.geopotential number by the normal gravity value computed on the
 GB0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0769.degrees latitude (g = 980.6199 gals.).
 GB0769
 GB0769.The modeled gravity was interpolated from observed gravity values.
 GB0769
 GB0769;                    North         East    Units  Estimated Accuracy
 GB0769;SPC TN       -   206,730.      773,830.      MT  (+/- 180 meters Scaled)
 GB0769
 GB0769                          SUPERSEDED SURVEY CONTROL
 GB0769
 GB0769  NGVD 29 (??/??/92)  277.953  (m)          911.92   (f) ADJ UNCH    2 0
 GB0769
 GB0769.Superseded values are not recommended for survey control.
 GB0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0769.See file dsdata.txt to determine how the superseded data were derived.
 GB0769
 GB0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF637080(NAD 83)
 GB0769_MARKER: DD = SURVEY DISK
 GB0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0769_STAMPING: NO 99 (EL) 91169
 GB0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0769+STABILITY: SURFACE MOTION
 GB0769
 GB0769  HISTORY     - Date     Condition        Report By
 GB0769  HISTORY     - UNK      MONUMENTED       TVA
 GB0769  HISTORY     - 1964     GOOD             TNHD
 GB0769
 GB0769                          STATION DESCRIPTION
 GB0769
 GB0769'DESCRIBED BY TN HIGHWAY DEPT 1964
 GB0769'3 MI S FROM NORRIS.
 GB0769'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE 61, GO
 GB0769'3.0 MILE SOUTH ON STATE ROUTE 61 TO THE MARK ON THE RIGHT.  THE
 GB0769'MARK IS 33 FEET SOUTH OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GB0769'OF THE ENTRANCE TO THE NORRIS MEMORIAL GARDENS AND A ROAD
 GB0769'LEADING EAST, 24 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GB0769'STATE ROUTE 61, 9 FEET NORTHEAST OF A UTILITY POLE NO. D3R AND
 GB0769'0.6 FOOT NORTH OF A METAL WITNESS POST WITH SIGN.  THE MARK
 GB0769'IS A T.V.A. DISK SET IN THE TOP OF A 5-INCH SQUARE, CONCRETE
 GB0769'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0122 ***********************************************************************
 FD0122  DESIGNATION -  NOAH
 FD0122  PID         -  FD0122
 FD0122  STATE/COUNTY-  TN/COFFEE
 FD0122  USGS QUAD   -  NOAH (1976)
 FD0122
 FD0122                         *CURRENT SURVEY CONTROL
 FD0122  ___________________________________________________________________
 FD0122* NAD 83(1995)-  35 34 14.62973(N)    086 14 00.08044(W)     ADJUSTED  
 FD0122* NAVD 88     -       289.786  (meters)     950.74   (feet)  ADJUSTED  
 FD0122  ___________________________________________________________________
 FD0122  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 FD0122  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0122  DYNAMIC HT  -         289.516 (meters)     949.85  (feet)  COMP
 FD0122  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0122
 FD0122  HORZ ORDER  -  SECOND
 FD0122  VERT ORDER  -  SECOND    CLASS 0
 FD0122
 FD0122.The horizontal coordinates were established by classical geodetic methods
 FD0122.and adjusted by the National Geodetic Survey in April 1999..
 FD0122
 FD0122.The orthometric height was determined by differential leveling
 FD0122.and adjusted by the National Geodetic Survey in June 1991..
 FD0122
 FD0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD0122
 FD0122.The geoid height was determined by GEOID03.
 FD0122
 FD0122.The dynamic height is computed by dividing the NAVD 88
 FD0122.geopotential number by the normal gravity value computed on the
 FD0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0122.degrees latitude (g = 980.6199 gals.).
 FD0122
 FD0122.The modeled gravity was interpolated from observed gravity values.
 FD0122
 FD0122;                    North         East     Units Scale Factor Converg.
 FD0122;SPC TN       -   137,313.380   578,847.247   MT  0.99995890   -0 08 11.8
 FD0122;SPC TN       -   450,502.31  1,899,101.34   sFT  0.99995890   -0 08 11.8
 FD0122;UTM  16      - 3,936,608.259   569,469.021   MT  0.99965947   +0 26 45.5
 FD0122
 FD0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD0122!SPC TN       -   0.99995901  x   0.99995890  =   0.99991791
 FD0122!UTM  16      -   0.99995901  x   0.99965947  =   0.99961849
 FD0122
 FD0122|---------------------------------------------------------------------|
 FD0122| PID    Reference Object                     Distance      Geod. Az  |
 FD0122|                                                           dddmmss.s |
 FD0122| FD0123 NOAH RM 1                             8.596 METERS 00746     |
 FD0122| FD0124 NOAH RM 2                             7.541 METERS 27218     |
 FD0122| FD1406 COFFEE                              APPROX. 2.6 KM 3433007.8 |
 FD0122|---------------------------------------------------------------------|
 FD0122
 FD0122                          SUPERSEDED SURVEY CONTROL
 FD0122
 FD0122  NAD 83(1995)-  35 34 14.63646(N)    086 14 00.08148(W) AD(       ) 2
 FD0122  NAD 83(1986)-  35 34 14.64045(N)    086 14 00.07921(W) AD(       ) 2
 FD0122  NAD 27      -  35 34 14.37440(N)    086 14 00.10190(W) AD(       ) 2
 FD0122  NGVD 29 (??/??/92)  289.783  (m)          950.73   (f) ADJ UNCH    2 0
 FD0122
 FD0122.Superseded values are not recommended for survey control.
 FD0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0122.See file dsdata.txt to determine how the superseded data were derived.
 FD0122
 FD0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE6946936608(NAD 83)
 FD0122_MARKER: DE = TRAVERSE STATION DISK
 FD0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0122_STAMPING: NOAH 1960
 FD0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0122+STABILITY: SURFACE MOTION
 FD0122
 FD0122  HISTORY     - Date     Condition        Report By
 FD0122  HISTORY     - 1960     MONUMENTED       CGS
 FD0122  HISTORY     - 1960     GOOD             CGS
 FD0122
 FD0122                          STATION DESCRIPTION
 FD0122
 FD0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 FD0122'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF MANCHESTER AND
 FD0122'ABOUT 4 MILES SOUTHEAST OF
 FD0122'BEECH GROVE.
 FD0122'
 FD0122'TO REACH THE STATION FROM THE POST OFFICE IN BEECH GROVE, GO
 FD0122'SOUTHEAST ON U S HIGHWAY
 FD0122'41 FOR 2.2 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT,
 FD0122'SOUTHEAST, AND GO 1.85
 FD0122'MILES TO A T ROAD, TURN RIGHT AND GO 0.45 MILE
 FD0122'TO A T ROAD, TURN LEFT, SOUTHEAST, AND GO
 FD0122'0.45 MILE TO A FORK AND A
 FD0122'HOUSE ON THE RIGHT, TURN RIGHT, WEST, ALONG THE NORTH SIDE
 FD0122'OF THE HOUSE
 FD0122'AND FOLLOW A DIM ROAD ALONG THE SOUTH SIDE OF FIELD FOR 0.3
 FD0122'MILE TO A BARN AND THE
 FD0122'STATION.
 FD0122'
 FD0122'THE STATION IS 55 FEET EAST OF A BARN, 10 FEET SOUTHWEST OF A WOOD
 FD0122'GATE AND 3.1 FEET NORTHEAST
 FD0122'OF A WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET
 FD0122'IN A 10-INCH SQUARE CONCRETE
 FD0122'POST, FLUSH, AND STAMPED NOAH 1960.
 FD0122'
 FD0122'REFERENCE MARK NO 1 IS 60 FEET EAST OF A BARN, 23 FEET NORTH OF A
 FD0122'WOOD GATE AND 3 FEET WEST OF
 FD0122'A FENCE LINE.  IT IS A STANDARD DISK SET IN A 10-INCH
 FD0122'SQUARE CONCRETE POST, FLUSH, AND
 FD0122'STAMPED NOAH NO 1 1960.
 FD0122'
 FD0122'REFERENCE MARK NO 2 IS 35 FEET WEST OF A WOOD GATE, 30 FEET EAST OF A
 FD0122'BARN AND 5 FEET NORTH OF A
 FD0122'FENCE LINE.  IT IS A STANDARD DISK SET IN A 10-INCH
 FD0122'SQUARE CONCRETE POST, FLUSH, AND
 FD0122'STAMPED NOAH NO 2 1960.
 FD0122'
 FD0122'TRAVERSE STATION COFFEE WAS USED AS THE AZIMUTH MARK.  A TELLUROMETER
 FD0122'TRAVERSE CONNECTION WAS
 FD0122'MADE.  SEE DESCRIPTION THEREOF.
 FD0122
 FD0122                          STATION RECOVERY (1960)
 FD0122
 FD0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FD0122'5.2 MI S FROM BEECH GROVE.
 FD0122'FROM THE POST OFFICE IN BEECH GROVE, GO 2.25 MILES SOUTHEAST ON
 FD0122'U.S. HIGHWAY 41, THEN 1.65 MILES SOUTH ON A GRAVELED ROAD, THEN
 FD0122'0.5 MILE EAST AND SOUTH ON A GRAVELED ROAD, THEN 0.5 MILE SOUTHEAST
 FD0122'ON A GRAVELED ROAD TO A FORK AND A HOUSE ON THE RIGHT, TURN RIGHT,
 FD0122'WEST, ALONG THE NORTH SIDE OF THE HOUSE AND FOLLOW A DIM ROAD
 FD0122'ROAD ALONG THE SOUTH SIDE OF FIELD FOR 0.3 MILE TO A BARN AND
 FD0122'THE STATION.  THE STATION MARK IS 55 FT. EAST OF A BARN, 10 FT.
 FD0122'SOUTHWEST OF A WOOD GATE AND 3.1 FT. NORTHEAST OF A WITNESS
 FD0122'SIGN.  THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FD0122'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0123 ***********************************************************************
 FD0123  DESIGNATION -  NOAH RM 1
 FD0123  PID         -  FD0123
 FD0123  STATE/COUNTY-  TN/COFFEE
 FD0123  USGS QUAD   -  NOAH (1976)
 FD0123
 FD0123                         *CURRENT SURVEY CONTROL
 FD0123  ___________________________________________________________________
 FD0123* NAD 83(1986)-  35 34 14.     (N)    086 14 00.     (W)     SCALED    
 FD0123* NAVD 88     -       289.530  (meters)     949.90   (feet)  ADJUSTED  
 FD0123  ___________________________________________________________________
 FD0123  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0123  DYNAMIC HT  -         289.259 (meters)     949.01  (feet)  COMP
 FD0123  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0123
 FD0123  VERT ORDER  -  SECOND    CLASS 0
 FD0123
 FD0123.The horizontal coordinates were scaled from a topographic map and have
 FD0123.an estimated accuracy of +/- 6 seconds.
 FD0123
 FD0123.The orthometric height was determined by differential leveling
 FD0123.and adjusted by the National Geodetic Survey in June 1991..
 FD0123
 FD0123.The geoid height was determined by GEOID03.
 FD0123
 FD0123.The dynamic height is computed by dividing the NAVD 88
 FD0123.geopotential number by the normal gravity value computed on the
 FD0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0123.degrees latitude (g = 980.6199 gals.).
 FD0123
 FD0123.The modeled gravity was interpolated from observed gravity values.
 FD0123
 FD0123;                    North         East    Units  Estimated Accuracy
 FD0123;SPC TN       -   137,290.      578,850.      MT  (+/- 180 meters Scaled)
 FD0123
 FD0123                          SUPERSEDED SURVEY CONTROL
 FD0123
 FD0123  NGVD 29 (??/??/92)  289.526  (m)          949.89   (f) ADJ UNCH    2 0
 FD0123
 FD0123.Superseded values are not recommended for survey control.
 FD0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0123.See file dsdata.txt to determine how the superseded data were derived.
 FD0123
 FD0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE694365(NAD 83)
 FD0123_MARKER: DR = REFERENCE MARK DISK
 FD0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0123_STAMPING: NOAH NO 1 1960
 FD0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0123+STABILITY: SURFACE MOTION
 FD0123
 FD0123  HISTORY     - Date     Condition        Report By
 FD0123  HISTORY     - 1960     MONUMENTED       CGS
 FD0123
 FD0123                          STATION DESCRIPTION
 FD0123
 FD0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0123'5.2 MI S FROM BEECH GROVE.
 FD0123'THIS MARK IS LOCATED AT THE NOAH 1960 STATION SITE, 28.2 FT.
 FD0123'NORTH OF THE STATION MARK, 60 FT. EAST OF A BARN, 23 FT. NORTH
 FD0123'OF A WOOD GATE AND 3 FT. WEST OF A FENCE.  THE DISK IS SET IN
 FD0123'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD0124 ***********************************************************************
 FD0124  DESIGNATION -  NOAH RM 2
 FD0124  PID         -  FD0124
 FD0124  STATE/COUNTY-  TN/COFFEE
 FD0124  USGS QUAD   -  NOAH (1976)
 FD0124
 FD0124                         *CURRENT SURVEY CONTROL
 FD0124  ___________________________________________________________________
 FD0124* NAD 83(1986)-  35 34 14.     (N)    086 14 00.     (W)     SCALED    
 FD0124* NAVD 88     -       290.015  (meters)     951.49   (feet)  ADJUSTED  
 FD0124  ___________________________________________________________________
 FD0124  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FD0124  DYNAMIC HT  -         289.744 (meters)     950.60  (feet)  COMP
 FD0124  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FD0124
 FD0124  VERT ORDER  -  SECOND    CLASS 0
 FD0124
 FD0124.The horizontal coordinates were scaled from a topographic map and have
 FD0124.an estimated accuracy of +/- 6 seconds.
 FD0124
 FD0124.The orthometric height was determined by differential leveling
 FD0124.and adjusted by the National Geodetic Survey in June 1991..
 FD0124
 FD0124.The geoid height was determined by GEOID03.
 FD0124
 FD0124.The dynamic height is computed by dividing the NAVD 88
 FD0124.geopotential number by the normal gravity value computed on the
 FD0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FD0124.degrees latitude (g = 980.6199 gals.).
 FD0124
 FD0124.The modeled gravity was interpolated from observed gravity values.
 FD0124
 FD0124;                    North         East    Units  Estimated Accuracy
 FD0124;SPC TN       -   137,290.      578,850.      MT  (+/- 180 meters Scaled)
 FD0124
 FD0124                          SUPERSEDED SURVEY CONTROL
 FD0124
 FD0124  NGVD 29 (??/??/92)  290.011  (m)          951.48   (f) ADJ UNCH    2 0
 FD0124
 FD0124.Superseded values are not recommended for survey control.
 FD0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD0124.See file dsdata.txt to determine how the superseded data were derived.
 FD0124
 FD0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE694365(NAD 83)
 FD0124_MARKER: DR = REFERENCE MARK DISK
 FD0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FD0124_STAMPING: NOAH NO 2 1960
 FD0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD0124+STABILITY: SURFACE MOTION
 FD0124
 FD0124  HISTORY     - Date     Condition        Report By
 FD0124  HISTORY     - 1960     MONUMENTED       CGS
 FD0124
 FD0124                          STATION DESCRIPTION
 FD0124
 FD0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FD0124'5.2 MI S FROM BEECH GROVE.
 FD0124'THIS MARK IS LOCATED AT THE NOAH 1960 STATION SITE, 24.7 FT.
 FD0124'WEST OF THE STATION MARK, 35 FT. WEST OF A WOOD GATE, 30 FT. EAST
 FD0124'OF A BARN AND 5 FT. NORTH OF A FENCE LINE.  THE DISK IS SET IN
 FD0124'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1514 ***********************************************************************
 FD1514  DESIGNATION -  NOD
 FD1514  PID         -  FD1514
 FD1514  STATE/COUNTY-  TN/MAURY
 FD1514  USGS QUAD   -  COLUMBIA (1989)
 FD1514
 FD1514                         *CURRENT SURVEY CONTROL
 FD1514  ___________________________________________________________________
 FD1514* NAD 83(1995)-  35 33 30.51741(N)    087 03 14.70848(W)     ADJUSTED  
 FD1514* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 FD1514  ___________________________________________________________________
 FD1514  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FD1514  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FD1514
 FD1514  HORZ ORDER  -  SECOND
 FD1514
 FD1514.The horizontal coordinates were established by classical geodetic methods
 FD1514.and adjusted by the National Geodetic Survey in April 1999..
 FD1514
 FD1514.The orthometric height was scaled from a topographic map.
 FD1514
 FD1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1514
 FD1514.The geoid height was determined by GEOID03.
 FD1514
 FD1514;                    North         East     Units Scale Factor Converg.
 FD1514;SPC TN       -   136,443.315   504,438.490   MT  0.99995990   -0 37 01.6
 FD1514;SPC TN       -   447,647.78  1,654,978.61   sFT  0.99995990   -0 37 01.6
 FD1514;UTM  16      - 3,934,980.254   495,098.359   MT  0.99960030   -0 01 53.2
 FD1514
 FD1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1514!SPC TN       -   0.99995603  x   0.99995990  =   0.99991593
 FD1514!UTM  16      -   0.99995603  x   0.99960030  =   0.99955635
 FD1514
 FD1514:                Primary Azimuth Mark                     Grid Az
 FD1514:SPC TN       -  COLUMBIA MAURY CO CTHSE DOME             016 56 44.7
 FD1514:UTM  16      -  COLUMBIA MAURY CO CTHSE DOME             016 21 36.3
 FD1514
 FD1514|---------------------------------------------------------------------|
 FD1514| PID    Reference Object                     Distance      Geod. Az  |
 FD1514|                                                           dddmmss.s |
 FD1514| FD1513 COLUMBIA MAURY CO CTHSE DOME        APPROX. 6.5 KM 0161943.1 |
 FD1514| CG6206 NOD AZ MK                                          0320611.5 |
 FD1514| CG6207 NOD RM 1                             29.730 METERS 07406     |
 FD1514| CG6208 NOD RM 2                             25.698 METERS 16327     |
 FD1514|---------------------------------------------------------------------|
 FD1514
 FD1514                          SUPERSEDED SURVEY CONTROL
 FD1514
 FD1514  NAD 83(1995)-  35 33 30.52036(N)    087 03 14.71035(W) AD(       ) 2
 FD1514  NAD 83(1986)-  35 33 30.52822(N)    087 03 14.71032(W) AD(       ) 2
 FD1514  NAD 27      -  35 33 30.26600(N)    087 03 14.68800(W) AD(       ) 2
 FD1514
 FD1514.Superseded values are not recommended for survey control.
 FD1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1514.See file dsdata.txt to determine how the superseded data were derived.
 FD1514
 FD1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDE9509834980(NAD 83)
 FD1514_MARKER: DS = TRIANGULATION STATION DISK
 FD1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1514_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FD1514
 FD1514  HISTORY     - Date     Condition        Report By
 FD1514  HISTORY     - 1934     MONUMENTED       CGS
 FD1514  HISTORY     - 1953     GOOD             TVA
 FD1514  HISTORY     - 1962     GOOD             CGS
 FD1514  HISTORY     - 1962     GOOD             TNHD
 FD1514
 FD1514                          STATION DESCRIPTION
 FD1514
 FD1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FD1514'ABOUT 9 MILES EAST-NORTHEAST OF MOUNTPLEASANT, 3.75 MILES SOUTHWEST
 FD1514'OF COLUMBIA, ON
 FD1514'SUMMIT OF NODGRASS HILL, AND ON PROPERTY OF MRS DAWS
 FD1514'FRIERSON.  TO REACH FROM
 FD1514'COURTHOUSE AT COLUMBIA, FOLLOW U S ROUTE 31
 FD1514'SOUTH 0.65 MILE, CONTINUE SOUTH ON HIGHLAND
 FD1514'AVENUE AND MAIN ROAD 2.6
 FD1514'MILES, TURN LEFT ONTO ROUGH, ROCKY ROAD AFTER PASSING LARGE
 FD1514'HOUSE ON LEFT,
 FD1514'CONTINUE 0.9 MILE TO TOP OF GRADE, TURN LEFT INTO LANE THROUGH
 FD1514'FIELD AND GO ABOUT 0.5
 FD1514'MILE TO HOME OF J C POLLOCK, THEN SOUTHEAST
 FD1514'THROUGH CLEARED FIELD 250 YARDS TO SUMMIT
 FD1514'AND STATION SITE 150 YARDS
 FD1514'WEST OF FENCE ROW AT EAST END OF SUMMIT AND 80 YARDS NORTH
 FD1514'OF NORTH FENCE
 FD1514'LINE OF FIELD AT SOUTH EDGE OF SUMMIT.  SURFACE AND UNDERGROUND
 FD1514'MARKS ARE STANDARD
 FD1514'STATION DISKS IN CONCRETE.
 FD1514'REFERENCE MARKS ARE STANDARD
 FD1514'REFERENCE DISKS IN CONCRETE.
 FD1514'NO 1 IS ALONG LONGITUDINAL CENTER OF SUMMIT AND
 FD1514'85.55 FEET FROM
 FD1514'STATION.  NO 2 IS IN CENTER OF SMALL
 FD1514'DEPRESSION ON
 FD1514'SUMMIT AND 84.31 FEET FROM STATION.
 FD1514'AZIMUTH MARK IS
 FD1514'STANDARD REFERENCE DISK IN BOULDER.
 FD1514'IN GROUP OF SMALL BOULDERS AT NORTH
 FD1514'CORNER OF FIELD, 64 FEET
 FD1514'CLEAR OF LOCAL TIMBER, 40 FEET SOUTH OF FENCE CORNER, NEAR
 FD1514'6-INCH TWIN
 FD1514'TREE, 25 FEET SOUTHEAST OF WIRE FENCE LINE, 20 FEET WEST OF WIRE
 FD1514'FENCE LINE, AND ABOUT
 FD1514'350 YARDS FROM STATION.
 FD1514
 FD1514                          STATION RECOVERY (1953)
 FD1514
 FD1514'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 FD1514'ALL MARKS WERE FOUND IN GOOD CONDITION.
 FD1514'
 FD1514'SIGNS WERE SET 2 FEET N OF RM 1 AND 2 AND THE STATION MARK.  A SIGN
 FD1514'WAS 2 FEET WEST OF
 FD1514'THE AZIMUTH MARK WITH A POINTED CROSS ON TREE.
 FD1514
 FD1514                          STATION RECOVERY (1962)
 FD1514
 FD1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 FD1514'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FD1514'RECOVERED AND FOUND IN
 FD1514'EXCELLENT CONDITION.  THE AZIMUTH MARK WAS RECOVERED IN FAIR
 FD1514'CONDITION, THE CEMENT WHICH
 FD1514'HELD THE DISK IN THE DRILL HOLE WAS
 FD1514'DETERIORATING AND ALL THE LOOSE MATERIAL WAS
 FD1514'REMOVED AND THE GROUTING
 FD1514'RENEWED.  THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.
 FD1514'FOLLOWING IS A
 FD1514'NEW AND COMPLETE DESCRIPTION.
 FD1514'
 FD1514'THE STATION IS ABOUT 9 MILES EAST-NORTHEAST OF MOUNT PLEASANT, 3.75
 FD1514'MILES SOUTHWEST OF
 FD1514'COLUMBIA, IN AN OPEN PASTURE NEAR THE SUMMIT OF WHAT IS
 FD1514'LOCALLY KNOWN AS NODGRASS HILL,
 FD1514'AND ON THE PROPERTY OF G G PINKSTON.
 FD1514'
 FD1514'TO REACH FROM THE SOUTH SIDE OF THE MAURY COUNTY COURTHOUSE SQUARE IN
 FD1514'COLUMBIA, GO SOUTH ON SOUTH
 FD1514'MAIN STREET FOR 0.65 MILE TO A Y INTERSECTION WHERE
 FD1514'SOUTH MAIN STREET BEARS LEFT AND
 FD1514'HIGHLAND AVENUE CONTINUES STRAIGHT
 FD1514'AHEAD SOUTH.  CONTINUE SOUTH ON HIGHLAND AVENUE AND
 FD1514'THE MAIN ROAD FOR
 FD1514'2.6 MILES TO A POINT WHERE THE ROAD CURVES TO THE RIGHT AT THE J W
 FD1514'SATTERWHITE
 FD1514'RESIDENCE ON THE LEFT, AND A SIDE ROAD LEFT JUST AFTER
 FD1514'PASSING THIS RESIDENCE.  HERE
 FD1514'TURN LEFT, SOUTH, ON THE GRAVELED SIDE
 FD1514'ROAD AND GO 0.55 MILE TO A FARM LANE ON THE
 FD1514'RIGHT AND A GATE STRAIGHT
 FD1514'AHEAD, PASS THROUGH THIS GATE AND CONTINUE SOUTH, UPHILL, ON A
 FD1514'ROCKY ROAD FOR
 FD1514'0.35 MILE TO THE TOP OF THE GRADE AND A FARM LANE AND GATE
 FD1514'ON THE LEFT.  HERE TURN
 FD1514'LEFT ON THIS FARM LANE AND GO EASTERLY FOR
 FD1514'0.5 MILE TO A LARGE TOBACCO BARN ON THE
 FD1514'LEFT AND THE REMAINS OF A
 FD1514'BURNED HOUSE, PASS TO THE RIGHT OF THE OLD HOME SITE AND
 FD1514'CONTINUE 0.1 MILE
 FD1514'TO A WIRE GATE IN A NORTH-SOUTH FENCE, PASS THROUGH THIS GATE
 FD1514'AND BEAR SHARP RIGHT,
 FD1514'SOUTH, ALONG THE EAST SIDE OF A FENCE FOR 0.05
 FD1514'MILE TO A WIRE GATE AT A T FENCE CORNER,
 FD1514'PASS THROUGH THIS GATE AND
 FD1514'ANGLE SOUTHEAST ACROSS OPEN PASTURE FOR 0.05 MILE TO THE
 FD1514'TOP OF THE HILL
 FD1514'AND THE STATION NEAR THE EAST EDGE OF THE SUMMIT.
 FD1514'
 FD1514'THE STATION IS 190 FEET EAST OF A NORTH-SOUTH FENCE, 185 FEET SOUTH
 FD1514'OF AN EAST- WEST FENCE AND
 FD1514'1.7 FEET NORTH OF A METAL WITNESS POST AND TVA SIGN.
 FD1514'IT IS A STANDARD DISK SET IN THE
 FD1514'TOP OF A 10-INCH, ROUND, CONCRETE
 FD1514'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 FD1514'STAMPED NOD 1934.
 FD1514'
 FD1514'REFERENCE MARK NO 1 IS ALONG THE LONGITUDINAL CENTER OF THE SUMMIT,
 FD1514'167 FEET SOUTH OF AN
 FD1514'EAST-WEST FENCE AND 1.3 FEET NORTH OF A METAL WITNESS
 FD1514'POST AND TVA SIGN.  IT IS A
 FD1514'STANDARD DISK SET IN THE TOP OF A
 FD1514'10-INCH, ROUND, CONCRETE MONUMENT THAT
 FD1514'PROJECTS 5 INCHES AND THE DISK
 FD1514'IS STAMPED NOD NO 1 1934.
 FD1514'
 FD1514'REFERENCE MARK NO 2 IS ON THE SOUTH SLOPE OF THE HILL ABOUT 3 FEET
 FD1514'BELOW THE ELEVATION OF
 FD1514'THE STATION, 156 FEET NORTH OF AN EAST-WEST FENCE AND
 FD1514'1.0 FOOT SOUTH OF A METAL
 FD1514'WITNESS POST AND TVA SIGN.  IT IS A
 FD1514'STANDARD DISK SET IN THE TOP OF A 10-INCH,
 FD1514'ROUND, CONCRETE MONUMENT
 FD1514'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED NOD NO 2 1934.
 FD1514'
 FD1514'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE
 FD1514'MARK NO 2 IS 128.14 FEET.
 FD1514'
 FD1514'THE AZIMUTH MARK IS LOCATED NEAR THE NORTHEAST CORNER OF A PASTURE,
 FD1514'54 FEET SOUTH OF A FENCE
 FD1514'CORNER POST, 29 FEET SOUTHEAST OF A FENCE, 19 FEET
 FD1514'WEST OF A FENCE, 2.1 FEET EAST OF A
 FD1514'METAL WITNESS POST AND TVA SIGN,
 FD1514'1.8 FEET WEST OF AN 8-INCH HACKBERRY TREE, AND 1.4
 FD1514'FEET SOUTH OF A
 FD1514'TWIN TRUNKED HACKBERRY TREE.  IT IS A STANDARD DISK CEMENTED IN A
 FD1514'DRILL HOLE IN A
 FD1514'BOULDER THAT PROJECTS ABOUT 6 INCHES AND THE DISK IS
 FD1514'STAMPED NOD AZI 1934.
 FD1514'
 FD1514'TO REACH THE AZIMUTH MARK FROM THE GATE IN THE NORTH-SOUTH FENCE JUST
 FD1514'AFTER PASSING THE OLD
 FD1514'HOME SITE, GO EAST AND NORTHEAST ALONG THE SOUTH EDGE
 FD1514'OF PASTURE FENCE FOR 0.2 MILE TO
 FD1514'THE NORTHEAST CORNER OF THE PASTURE
 FD1514'AND THE MARK.
 FD1514
 FD1514                          STATION RECOVERY (1962)
 FD1514
 FD1514'RECOVERY NOTE BY TN HIGHWAY DEPT 1962 (JAG)
 FD1514'THE STATION WAS RECOVERED AS DESCRIBED BY MR W A ZIEGLER IN 1962 AND
 FD1514'THE DESCRIPTION IS
 FD1514'COMPLETELY ADEQUATE.  THE MARKS WERE TAKEN AND THE
 FD1514'1934 OBSERVATIONS WERE CHECKED.
 FD1514'A DISCREPANCY WAS FOUND IN THE
 FD1514'DISTANCE TO REFERENCE MARK NO 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2545 ***********************************************************************
 GB2545  DESIGNATION -  NOE
 GB2545  PID         -  GB2545
 GB2545  STATE/COUNTY-  TN/KNOX
 GB2545  USGS QUAD   -  POWELL (1976)
 GB2545
 GB2545                         *CURRENT SURVEY CONTROL
 GB2545  ___________________________________________________________________
 GB2545* NAD 83(1995)-  36 00 27.78803(N)    084 02 00.07754(W)     ADJUSTED  
 GB2545* NAVD 88     -       393.2    (meters)    1290.     (feet)  VERTCON   
 GB2545  ___________________________________________________________________
 GB2545  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GB2545  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB2545
 GB2545  HORZ ORDER  -  SECOND
 GB2545
 GB2545.The horizontal coordinates were established by classical geodetic methods
 GB2545.and adjusted by the National Geodetic Survey in April 1999..
 GB2545
 GB2545.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2545
 GB2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2545
 GB2545.The geoid height was determined by GEOID03.
 GB2545
 GB2545;                    North         East     Units Scale Factor Converg.
 GB2545;SPC TN       -   187,553.180   777,282.427   MT  0.99995298   +1 09 04.9
 GB2545;SPC TN       -   615,330.72  2,550,134.10   sFT  0.99995298   +1 09 04.9
 GB2545;UTM  16      - 3,988,876.330   767,387.813   MT  1.00048106   +1 44 42.4
 GB2545;UTM  17      - 3,989,061.636   226,597.818   MT  1.00052115   -1 47 03.8
 GB2545
 GB2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2545!SPC TN       -   0.99994312  x   0.99995298  =   0.99989610
 GB2545!UTM  16      -   0.99994312  x   1.00048106  =   1.00042415
 GB2545!UTM  17      -   0.99994312  x   1.00052115  =   1.00046424
 GB2545
 GB2545:                Primary Azimuth Mark                     Grid Az
 GB2545:SPC TN       -  NOE AZ MK                                010 18 08.9
 GB2545:UTM  16      -  NOE AZ MK                                009 42 31.4
 GB2545:UTM  17      -  NOE AZ MK                                013 14 17.6
 GB2545
 GB2545|---------------------------------------------------------------------|
 GB2545| PID    Reference Object                     Distance      Geod. Az  |
 GB2545|                                                           dddmmss.s |
 GB2545| GB0797 NOE AZ MK                                          0112713.8 |
 GB2545| DC2847 NOE RM 1                              9.044 METERS 06753     |
 GB2545| DC2848 NOE RM 2                              6.304 METERS 28645     |
 GB2545|---------------------------------------------------------------------|
 GB2545
 GB2545                          SUPERSEDED SURVEY CONTROL
 GB2545
 GB2545  NAD 83(1995)-  36 00 27.79412(N)    084 02 00.07615(W) AD(       ) 2
 GB2545  NAD 83(1995)-  36 00 27.79398(N)    084 02 00.07639(W) AD(       ) 2
 GB2545  NAD 83(1986)-  36 00 27.80041(N)    084 02 00.07414(W) AD(       ) 2
 GB2545  NAD 27      -  36 00 27.50976(N)    084 02 00.39466(W) AD(       ) 2
 GB2545  NGVD 29 (07/19/86)  393.3    (m)         1290.     (f) VERT ANG       
 GB2545
 GB2545.Superseded values are not recommended for survey control.
 GB2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2545.See file dsdata.txt to determine how the superseded data were derived.
 GB2545
 GB2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6738888876(NAD 83)
 GB2545_MARKER: DD = SURVEY DISK
 GB2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2545
 GB2545  HISTORY     - Date     Condition        Report By
 GB2545  HISTORY     - 1964     MONUMENTED       TNHD
 GB2545
 GB2545                          STATION DESCRIPTION
 GB2545
 GB2545'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2545'THE STATION IS ABOUT 6 MILES NORTHWEST OF KNOXVILLE AND 10 MILES
 GB2545'SOUTHEAST OF CLINTON.
 GB2545'
 GB2545'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WESTERLY ON
 GB2545'U.S.  HIGHWAY 25W TO
 GB2545'THE INTERSECTION OF U.S.  HIGHWAY 25W AND STATE ROUTE
 GB2545'61.  TURN LEFT ON U.S.  HIGHWAY
 GB2545'25W AND CONTINUE SOUTHERLY FOR 9.8
 GB2545'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GB2545'STRAIGHT AHEAD FOR
 GB2545'0.25 MILE TO A GRAVELED DRIVE UP A STEEP HILL ON THE RIGHT.  TURN
 GB2545'RIGHT UPHILL
 GB2545'AND FOLLOW THE DRIVE TO A HOUSE ON THE RIGHT AND THE
 GB2545'STATION NEAR A WATER TANK.
 GB2545'
 GB2545'THE STATION IS ABOUT 25 YARDS WEST OF A WATER TANK, 20 FEET SOUTHWEST
 GB2545'OF THE APPROXIMATE CENTER
 GB2545'OF A GRAVELED DRIVE, 12 FEET NORTHWEST OF THE
 GB2545'SOUTHWEST CORNER OF A WOODEN SHED, 11
 GB2545'FEET SOUTHWEST OF AN 18-INCH
 GB2545'PINE TREE, 5 FEET NORTHEAST OF A FENCE AND 2.3 FEET
 GB2545'NORTHEAST OF A
 GB2545'METAL WITNESS POST WITH SIGN.  THE SURFACE AND UNDERGROUND MARKS ARE
 GB2545'STANDARD TENNESSEE
 GB2545'HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE STAMPED
 GB2545'NOE 1964.  THE UNDERGROUND MARK IS
 GB2545'ABOUT 30 INCHES BELOW THE SURFACE.
 GB2545'THE SURFACE DISK IS SET IN A 10-INCH SQUARE, FLUSH,
 GB2545'CONCRETE
 GB2545'MONUMENT.
 GB2545'
 GB2545'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE NORTHEAST CORNER OF A
 GB2545'WOODEN SHED, 19 FEET EAST
 GB2545'OF AN 18-INCH PINE TREE, 17 FEET SOUTH OF THE SOUTHWEST
 GB2545'CORNER OF A CONCRETE BLOCK
 GB2545'WELL-HOUSE, 16 FEET NORTHEAST OF A 20-INCH
 GB2545'PINE TREE AND 2 FEET SOUTHWEST OF A
 GB2545'TWIN-TRUNKED BLACK GUM TREE.  IT
 GB2545'IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN
 GB2545'A 10-INCH
 GB2545'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NOE RM-1
 GB2545'1964.
 GB2545'
 GB2545'REFERENCE MARK NO. 2 IS 27 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GB2545'OF A GRAVELED DRIVE,
 GB2545'22 FEET EAST OF A 6-INCH DOGWOOD TREE AND 3 FEET
 GB2545'NORTH OF A FENCE.  IT IS A
 GB2545'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2545'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE
 GB2545'MONUMENT AND THE DISK IS
 GB2545'STAMPED NOE RM-2 1964.
 GB2545'
 GB2545'THE AZIMUTH MARK IS 37 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GB2545'HIGHWAY 25W, 13 FEET WEST OF
 GB2545'A TWIN-TRUNKED MIMOSA TREE, 4 FEET SOUTH OF A HIGHWAY
 GB2545'SIGN AND 2.1 FEET WEST OF A METAL
 GB2545'WITNESS POST WITH SIGN.  IT IS A
 GB2545'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2545'10-INCH SQUARE,
 GB2545'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NOE AZI 1964.
 GB2545'
 GB2545'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GB2545'
 GB2545'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0797 ***********************************************************************
 GB0797  DESIGNATION -  NOE AZ MK
 GB0797  PID         -  GB0797
 GB0797  STATE/COUNTY-  TN/KNOX
 GB0797  USGS QUAD   -  POWELL (1976)
 GB0797
 GB0797                         *CURRENT SURVEY CONTROL
 GB0797  ___________________________________________________________________
 GB0797* NAD 83(1986)-  36 00 40.     (N)    084 01 58.     (W)     SCALED    
 GB0797* NAVD 88     -       338.144  (meters)    1109.39   (feet)  ADJUSTED  
 GB0797  ___________________________________________________________________
 GB0797  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GB0797  DYNAMIC HT  -         337.827 (meters)    1108.35  (feet)  COMP
 GB0797  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 GB0797
 GB0797  VERT ORDER  -  SECOND    CLASS 0
 GB0797
 GB0797.The horizontal coordinates were scaled from a topographic map and have
 GB0797.an estimated accuracy of +/- 6 seconds.
 GB0797
 GB0797.The orthometric height was determined by differential leveling
 GB0797.and adjusted by the National Geodetic Survey in June 1991..
 GB0797
 GB0797.The geoid height was determined by GEOID03.
 GB0797
 GB0797.The dynamic height is computed by dividing the NAVD 88
 GB0797.geopotential number by the normal gravity value computed on the
 GB0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0797.degrees latitude (g = 980.6199 gals.).
 GB0797
 GB0797.The modeled gravity was interpolated from observed gravity values.
 GB0797
 GB0797;                    North         East    Units  Estimated Accuracy
 GB0797;SPC TN       -   187,930.      777,330.      MT  (+/- 180 meters Scaled)
 GB0797
 GB0797                          SUPERSEDED SURVEY CONTROL
 GB0797
 GB0797  NGVD 29 (??/??/??)  338.32   (m)         1110.0    (f) RESET       3  
 GB0797
 GB0797.Superseded values are not recommended for survey control.
 GB0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0797.See file dsdata.txt to determine how the superseded data were derived.
 GB0797
 GB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE674892(NAD 83)
 GB0797_MARKER: DZ = AZIMUTH MARK DISK
 GB0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GB0797_STAMPING: NOE AZI 1964
 GB0797_MARK LOGO: TNHD  
 GB0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GB0797+STABILITY: SURFACE MOTION
 GB0797
 GB0797  HISTORY     - Date     Condition        Report By
 GB0797  HISTORY     - 1964     MONUMENTED       TNHD
 GB0797  HISTORY     - 1965     GOOD             TNHD
 GB0797
 GB0797                          STATION DESCRIPTION
 GB0797
 GB0797'DESCRIBED BY TN HIGHWAY DEPT 1965
 GB0797'10.4 MI SW FROM NORWOOD.
 GB0797'FROM THE POST OFFICE IN CLINTON, GO SOUTHWESTERLY ON U.S. HIGHWAY
 GB0797'25W FOR 0.6 MILE TO THE INTERSECTION OF U.S. HIGHWAY 25W AND
 GB0797'STATE ROUTE 61.  TURN LEFT ON U.S. HIGHWAY 25W AND GO SOUTHERLY
 GB0797'FOR 9.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  THE MARK IS
 GB0797'37 FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25W,
 GB0797'13 FEET WEST OF A TWIN-TRUNKED MIMOSA TREE, 4 FEET SOUTH OF A
 GB0797'HIGHWAY SIGN AND 2.1 FEET WEST OF A METAL WITNESS POST WITH
 GB0797'SIGN.  THE MARK IS A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB0797'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT, FLUSH
 GB0797'WITH TH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GC2226 ***********************************************************************
 GC2226  DESIGNATION -  NOLEN
 GC2226  PID         -  GC2226
 GC2226  STATE/COUNTY-  TN/DAVIDSON
 GC2226  USGS QUAD   -  ANTIOCH (1983)
 GC2226
 GC2226                         *CURRENT SURVEY CONTROL
 GC2226  ___________________________________________________________________
 GC2226* NAD 83(1995)-  36 06 06.06434(N)    086 44 39.33856(W)     ADJUSTED  
 GC2226* NAVD 88     -       209.0    (meters)     686.     (feet)  VERTCON   
 GC2226  ___________________________________________________________________
 GC2226  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GC2226  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GC2226
 GC2226  HORZ ORDER  -  SECOND
 GC2226
 GC2226.The horizontal coordinates were established by classical geodetic methods
 GC2226.and adjusted by the National Geodetic Survey in April 1999..
 GC2226
 GC2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 GC2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GC2226
 GC2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 GC2226
 GC2226.The geoid height was determined by GEOID03.
 GC2226
 GC2226;                    North         East     Units Scale Factor Converg.
 GC2226;SPC TN       -   196,452.674   532,984.338   MT  0.99995927   -0 26 08.6
 GC2226;SPC TN       -   644,528.48  1,748,632.78   sFT  0.99995927   -0 26 08.6
 GC2226;UTM  16      - 3,995,257.121   523,019.572   MT  0.99960653   +0 09 02.5
 GC2226
 GC2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GC2226!SPC TN       -   0.99997178  x   0.99995927  =   0.99993105
 GC2226!UTM  16      -   0.99997178  x   0.99960653  =   0.99957832
 GC2226
 GC2226|---------------------------------------------------------------------|
 GC2226| PID    Reference Object                     Distance      Geod. Az  |
 GC2226|                                                           dddmmss.s |
 GC2226| GC2224 2100                                  4.678 METERS 01504     |
 GC2226| CG6209 NOLEN RM 1                           21.962 METERS 28212     |
 GC2226| GC2276 NASHVILLE TV STA WSM MICROWAVE      APPROX. 5.3 KM 3064522.1 |
 GC2226|---------------------------------------------------------------------|
 GC2226
 GC2226                          SUPERSEDED SURVEY CONTROL
 GC2226
 GC2226  NAD 83(1995)-  36 06 06.06665(N)    086 44 39.34064(W) AD(       ) 2
 GC2226  NAD 83(1995)-  36 06 06.06852(N)    086 44 39.34025(W) AD(       ) 2
 GC2226  NAD 83(1986)-  36 06 06.07444(N)    086 44 39.34163(W) AD(       ) 2
 GC2226  NAD 27      -  36 06 05.86500(N)    086 44 39.34590(W) AD(       ) 2
 GC2226  NGVD 29 (07/19/86)  209.0    (m)          686.     (f) VERT ANG       
 GC2226
 GC2226.Superseded values are not recommended for survey control.
 GC2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GC2226.See file dsdata.txt to determine how the superseded data were derived.
 GC2226
 GC2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEE2302095257(NAD 83)
 GC2226_MARKER: DS = TRIANGULATION STATION DISK
 GC2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GC2226
 GC2226  HISTORY     - Date     Condition        Report By
 GC2226  HISTORY     - 1959     MONUMENTED       CGS
 GC2226
 GC2226                          STATION DESCRIPTION
 GC2226
 GC2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 GC2226'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF DOWNTOWN
 GC2226'NASHVILLE IN THE RADNOR DISTRICT.  IT IS AT THE SITE OF THE RADNOR
 GC2226'WATER DISTRICT STANDPIPE AT THE WEST END OF MCCLELLEN STREET.
 GC2226'
 GC2226'TO REACH FROM THE JUNCTION OF THOMPSON LANE AND NOLENSVILLE PIKE, GO
 GC2226'SOUTHEAST ON NOLENSVILLE PIKE FOR 0.65 MILE TO THE JUNCTION OF
 GC2226'MCCLELLEN STREET ON THE RIGHT, TURN RIGHT ON MCCLELLEN STREET AND GO
 GC2226'WESTERLY FOR 0.2 MILE TO THE END OF THE STREET AND THE STATION AS
 GC2226'DESCRIBED.
 GC2226'
 GC2226'IT IS 49.8 FEET NORTHEAST OF THE STANDPIPE, 30 FEET SOUTH OF THE
 GC2226'CENTER OF MCCLELLEN STREET AND 20 FEET WEST OF A 4 FOOT BANK AT THE
 GC2226'END OF MCCLELLEN STREET.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GC2226'SQUARE CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GC2226'THE DISK IS STAMPED NOLEN 1959.
 GC2226'
 GC2226'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 GC2226'CIRCULAR SLAB OF CONCRETE WHICH FORMERLY SERVED AS A BASE FOR A
 GC2226'STANDPIPE.  IT IS 18 FEET NORTH OF THE FENCE SURROUNDING THE PRESENT
 GC2226'STANDPIPE AND 18 INCHES WEST OF THE EASTERN EDGE OF THE SLAB.  IT
 GC2226'PROJECTS 18 INCHES ABOVE THE SURROUNDING SURFACE AND THE DISK IS
 GC2226'STAMPED NOLEN NO. 1 1959.
 GC2226'
 GC2226'NO. 2100 (TENN. GEOD. S.) MARK WAS USED AS REFERENCE MARK NO. 2.  IT
 GC2226'IS A BRONZE DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 GC2226'PROJECTING 8 INCHES ABOVE THE SURROUNDING SURFACE AND THE DISK IS
 GC2226'STAMPED NO. 2100.
 GC2226'
 GC2226'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION AS A SUITABLE
 GC2226'LOCATION COULD NOT BE FOUND.  NASHVILLE, WSM MICRO-WAVE PICKUP
 GC2226'STATION MAST WILL SERVE AS A GROUND AZIMUTH.
 GC2226'
 GC2226'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2201 ***********************************************************************
 FE2201  DESIGNATION -  NORMAL
 FE2201  PID         -  FE2201
 FE2201  STATE/COUNTY-  TN/SHELBY
 FE2201  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2201
 FE2201                         *CURRENT SURVEY CONTROL
 FE2201  ___________________________________________________________________
 FE2201* NAD 83(1995)-  35 07 08.68486(N)    089 56 25.62110(W)     ADJUSTED  
 FE2201* NAVD 88     -        95.314  (meters)     312.71   (feet)  ADJUSTED  
 FE2201  ___________________________________________________________________
 FE2201  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FE2201  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2201  DYNAMIC HT  -          95.227 (meters)     312.42  (feet)  COMP
 FE2201  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FE2201
 FE2201  HORZ ORDER  -  THIRD
 FE2201  VERT ORDER  -  FIRST     CLASS II
 FE2201
 FE2201.The horizontal coordinates were established by classical geodetic methods
 FE2201.and adjusted by the National Geodetic Survey in April 1999..
 FE2201
 FE2201.The orthometric height was determined by differential leveling
 FE2201.and adjusted by the National Geodetic Survey in June 1991..
 FE2201
 FE2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2201
 FE2201.The geoid height was determined by GEOID03.
 FE2201
 FE2201.The dynamic height is computed by dividing the NAVD 88
 FE2201.geopotential number by the normal gravity value computed on the
 FE2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2201.degrees latitude (g = 980.6199 gals.).
 FE2201
 FE2201.The modeled gravity was interpolated from observed gravity values.
 FE2201
 FE2201;                    North         East     Units Scale Factor Converg.
 FE2201;SPC TN       -    94,409.807   240,893.223   MT  1.00002568   -2 18 24.8
 FE2201;SPC TN       -   309,742.84    790,330.52   sFT  1.00002568   -2 18 24.8
 FE2201;UTM  16      - 3,890,206.406   232,028.248   MT  1.00048509   -1 41 33.3
 FE2201;UTM  15      - 3,890,533.747   778,829.069   MT  1.00055827   +1 45 40.4
 FE2201
 FE2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2201!SPC TN       -   0.99998933  x   1.00002568  =   1.00001501
 FE2201!UTM  16      -   0.99998933  x   1.00048509  =   1.00047442
 FE2201!UTM  15      -   0.99998933  x   1.00055827  =   1.00054760
 FE2201
 FE2201|---------------------------------------------------------------------|
 FE2201| PID    Reference Object                     Distance      Geod. Az  |
 FE2201|                                                           dddmmss.s |
 FE2201| FE2202 NORMAL RM 2                          29.330 METERS 00005     |
 FE2201| FE1220 GRAHAMWOOD                          APPROX. 3.5 KM 0180545.4 |
 FE2201| FE2568 MEMPHIS SHEAHAN PUMP STA STACK      APPROX. 0.9 KM 1074425.5 |
 FE2201| CG4684 NORMAL RM 1                          28.293 METERS 13117     |
 FE2201| FE2203 NORMAL RM 3                          86.611 METERS 13628     |
 FE2201|---------------------------------------------------------------------|
 FE2201
 FE2201                          SUPERSEDED SURVEY CONTROL
 FE2201
 FE2201  NAD 83(1995)-  35 07 08.68713(N)    089 56 25.62022(W) AD(       ) 3
 FE2201  NAD 83(1995)-  35 07 08.68993(N)    089 56 25.62106(W) AD(       ) 3
 FE2201  NAD 83(1986)-  35 07 08.69511(N)    089 56 25.62189(W) AD(       ) 3
 FE2201  NAD 27      -  35 07 08.37220(N)    089 56 25.30390(W) AD(       ) 3
 FE2201
 FE2201.Superseded values are not recommended for survey control.
 FE2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2201.See file dsdata.txt to determine how the superseded data were derived.
 FE2201
 FE2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD3202890206(NAD 83)
 FE2201_MARKER: DS = TRIANGULATION STATION DISK
 FE2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2201_SP_SET: CONCRETE POST
 FE2201_STAMPING: NORMAL 1957
 FE2201_MARK LOGO: CGS   
 FE2201_PROJECTION: FLUSH
 FE2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2201+STABILITY: SURFACE MOTION
 FE2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2201+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE2201
 FE2201  HISTORY     - Date     Condition        Report By
 FE2201  HISTORY     - 1957     MONUMENTED       CGS
 FE2201  HISTORY     - 1959     GOOD             CGS
 FE2201  HISTORY     - 1962     GOOD             CGS
 FE2201  HISTORY     - 1983     GOOD             NGS
 FE2201  HISTORY     - 19951220 GOOD             TN1620
 FE2201  HISTORY     - 20021015 GOOD             USACE
 FE2201
 FE2201                          STATION DESCRIPTION
 FE2201
 FE2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 FE2201'THE STATION IS IN THE SOUTH EAST PART OF THE CITY OF MEMPHIS, AT THE
 FE2201'EAST END OF MIDLAND AVENUE, ON THE GROUNDS OF MEMPHIS STATE
 FE2201'COLLEGE, JUST WEST OF THE WEST ENTRANCE TO MYNDERS HALL.  IT IS 109
 FE2201'FEET WEST OF THE SOUTH END OF THE STEPS OF THE WEST ENTRANCE TO
 FE2201'MYNDERS HALL, 46 FEET EAST OF THE EAST CURB OF PATTERSON STREET, 21
 FE2201'FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK LEADING TO THE WEST
 FE2201'ENTRANCE OF MYNDERS HALL AND 63 FEET EAST OF THE INTERSECTION OF
 FE2201'MIDLAND AVENUE WITH PATTERSON STREET.  THE MONUMENT IS FLUSH AND THE
 FE2201'DISK IS STAMPED NORMAL 1957.
 FE2201'
 FE2201'REFERENCE MARK 1 IS 77 FEET SOUTHWEST OF THE SOUTH END OF THE STEPS
 FE2201'OF THE WEST ENTRANCE TO MYNDERS HALL, 80 FEET NORTHWEST OF THE
 FE2201'SOUTHWEST CORNER OF THE BUILDING AND 35 FEET WEST OF THE WEST EDGE OF
 FE2201'THE SIDEWALK AROUND THE BUILDING. THE MONUMENT IS FLUSH AND THE DISK
 FE2201'IS STAMPED NORMAL NO 1 1957.
 FE2201'
 FE2201'REFERENCE MARK 2 IS 69 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 FE2201'THAT LEADS TO THE WEST ENTRANCE TO THE BUILDING, 42 FEET EAST OF THE
 FE2201'EAST CURB OF PATTERSON STREET AND 37 FEET NORTHEAST OF A 16 INCH OAK
 FE2201'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED NORMAL NO 2
 FE2201'1957.
 FE2201'
 FE2201'REFERENCE MARK 3 IS SET NEAR THE CURB OF AN EAST-WEST STREET, 77 FEET
 FE2201'SOUTHEAST OF THE EAST END OF THE STEPS OF THE SOUTH ENTRANCE TO
 FE2201'MYNDERS HALL, 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FE2201'BUILDING AND 51 FEET EAST OF THE EAST EDGE OF THE SIDEWALK LEADING
 FE2201'TO THE SOUTH ENTRANCE OF THE BUILDING.  THE MONUMENT IS FLUSH AND THE
 FE2201'DISK IS STAMPED NORMAL NO 3 1957.
 FE2201'
 FE2201'NOTE- NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  A
 FE2201'REFERENCE MARK 3 WAS ESTABLISHED AT THE FARTHEST DISTANCE
 FE2201'POSSIBLE AND LOCATED WITH PRECISE PROCEDURES SO THAT AN AZIMUTH
 FE2201'BETTER THAN THE ORDINARY REFERENCE MARK WOULD BE AVAILABLE.
 FE2201'
 FE2201'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FE2201
 FE2201                          STATION RECOVERY (1959)
 FE2201
 FE2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCR)
 FE2201'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, AND AS
 FE2201'DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FE2201
 FE2201                          STATION RECOVERY (1962)
 FE2201
 FE2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 FE2201'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AS
 FE2201'DESCRIBED IN TENN. QUAD 350893 STATION 1079 AND FOUND TO BE IN
 FE2201'GOOD CONDITION.
 FE2201
 FE2201                          STATION RECOVERY (1983)
 FE2201
 FE2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FE2201'IN MEMPHIS.
 FE2201'IN MEMPHIS, NEAR THE SOUTHEAST PART OF THE CITY OF MEMPHIS AT THE EAST
 FE2201'END OF MIDLAND AVENUE AND ON THE PROPERTY OF MEMPHIS STATE UNIVERSITY,
 FE2201'AT THE WEST ENTRANCE TO MYNDORS HALL, 33.2 METERS (109.0 FT) WEST OF
 FE2201'THE SOUTH END OF THE WEST ENTRANCE STEPS, 14.0 METERS (46.0 FT) EAST
 FE2201'OF THE EAST CURB OF PATTERSON STREET, 6.4 METERS (21.0 FT) SOUTH OF
 FE2201'AND EAST-WEST SIDEWALK, 19.2 METERS (63.0 FT) EAST OF THE INTERSECTION
 FE2201'OF MIDLAND AVENUE AND PATTERSON STREET, 29.3 METERS (96.2 FT) SOUTH OF
 FE2201'RM 2, AND 86.6 METERS (284.1 FT) NORTHWEST OF RM 3.
 FE2201
 FE2201                          STATION RECOVERY (1995)
 FE2201
 FE2201'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (RS)
 FE2201'RECOVERED IN GOOD CONDITION.
 FE2201
 FE2201                          STATION RECOVERY (2002)
 FE2201
 FE2201'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2202 ***********************************************************************
 FE2202  DESIGNATION -  NORMAL RM 2
 FE2202  PID         -  FE2202
 FE2202  STATE/COUNTY-  TN/SHELBY
 FE2202  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2202
 FE2202                         *CURRENT SURVEY CONTROL
 FE2202  ___________________________________________________________________
 FE2202* NAD 83(1986)-  35 07 09.     (N)    089 56 26.     (W)     SCALED    
 FE2202* NAVD 88     -        95.300  (meters)     312.66   (feet)  ADJUSTED  
 FE2202  ___________________________________________________________________
 FE2202  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2202  DYNAMIC HT  -          95.212 (meters)     312.37  (feet)  COMP
 FE2202  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 FE2202
 FE2202  VERT ORDER  -  FIRST     CLASS II
 FE2202
 FE2202.The horizontal coordinates were scaled from a topographic map and have
 FE2202.an estimated accuracy of +/- 6 seconds.
 FE2202
 FE2202.The orthometric height was determined by differential leveling
 FE2202.and adjusted by the National Geodetic Survey in June 1991..
 FE2202
 FE2202.The geoid height was determined by GEOID03.
 FE2202
 FE2202.The dynamic height is computed by dividing the NAVD 88
 FE2202.geopotential number by the normal gravity value computed on the
 FE2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2202.degrees latitude (g = 980.6199 gals.).
 FE2202
 FE2202.The modeled gravity was interpolated from observed gravity values.
 FE2202
 FE2202;                    North         East    Units  Estimated Accuracy
 FE2202;SPC TN       -    94,420.      240,880.      MT  (+/- 180 meters Scaled)
 FE2202
 FE2202                          SUPERSEDED SURVEY CONTROL
 FE2202
 FE2202.No superseded survey control is available for this station.
 FE2202
 FE2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD320902(NAD 83)
 FE2202_MARKER: DR = REFERENCE MARK DISK
 FE2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2202_SP_SET: CONCRETE POST
 FE2202_STAMPING: NORMAL NO 2 1957
 FE2202_MARK LOGO: CGS   
 FE2202_PROJECTION: FLUSH
 FE2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2202+STABILITY: SURFACE MOTION
 FE2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FE2202+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 FE2202
 FE2202  HISTORY     - Date     Condition        Report By
 FE2202  HISTORY     - 1957     MONUMENTED       CGS
 FE2202  HISTORY     - 1983     GOOD             NGS
 FE2202  HISTORY     - 19951220 GOOD             TN1620
 FE2202  HISTORY     - 20021015 GOOD             USACE
 FE2202
 FE2202                          STATION DESCRIPTION
 FE2202
 FE2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2202'IN MEMPHIS.
 FE2202'IN MEMPHIS, NEAR THE SOUTHEAST PART OF THE CITY OF MEMPHIS AT THE EAST
 FE2202'END OF MIDLAND AVENUE AND ON THE PROPERTY OF MEMPHIS STATE UNIVERSITY,
 FE2202'AT THE WEST ENTRANCE TO MYNDERS HALL, 12.8 METERS (42.0 FT) EAST OF
 FE2202'THE EAST CURB OF PATTERSON STREET, 21.0 METERS (69.0 FT) NORTH OF THE
 FE2202'NORTH EDGE OF AN EAST-WEST SIDEWALK, 29.3 METERS (96.2 FT) NORTH OF
 FE2202'TRIANGULATION STATION NORMAL, 11.3 METERS (37.0 FT) NORTHEAST OF A 30
 FE2202'INCH OAK TREE.
 FE2202
 FE2202                          STATION RECOVERY (1995)
 FE2202
 FE2202'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (RS)
 FE2202'RECOVERED IN GOOD CONDITION.
 FE2202
 FE2202                          STATION RECOVERY (2002)
 FE2202
 FE2202'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FE2202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2203 ***********************************************************************
 FE2203  DESIGNATION -  NORMAL RM 3
 FE2203  PID         -  FE2203
 FE2203  STATE/COUNTY-  TN/SHELBY
 FE2203  USGS QUAD   -  SOUTHEAST MEMPHIS (1993)
 FE2203
 FE2203                         *CURRENT SURVEY CONTROL
 FE2203  ___________________________________________________________________
 FE2203* NAD 83(1986)-  35 07 05.     (N)    089 56 23.     (W)     SCALED    
 FE2203* NAVD 88     -        93.697  (meters)     307.40   (feet)  ADJUSTED  
 FE2203  ___________________________________________________________________
 FE2203  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 FE2203  DYNAMIC HT  -          93.612 (meters)     307.13  (feet)  COMP
 FE2203  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 FE2203
 FE2203  VERT ORDER  -  FIRST     CLASS II
 FE2203
 FE2203.The horizontal coordinates were scaled from a topographic map and have
 FE2203.an estimated accuracy of +/- 6 seconds.
 FE2203
 FE2203.The orthometric height was determined by differential leveling
 FE2203.and adjusted by the National Geodetic Survey in June 1991..
 FE2203
 FE2203.The geoid height was determined by GEOID03.
 FE2203
 FE2203.The dynamic height is computed by dividing the NAVD 88
 FE2203.geopotential number by the normal gravity value computed on the
 FE2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2203.degrees latitude (g = 980.6199 gals.).
 FE2203
 FE2203.The modeled gravity was interpolated from observed gravity values.
 FE2203
 FE2203;                    North         East    Units  Estimated Accuracy
 FE2203;SPC TN       -    94,290.      240,960.      MT  (+/- 180 meters Scaled)
 FE2203
 FE2203                          SUPERSEDED SURVEY CONTROL
 FE2203
 FE2203.No superseded survey control is available for this station.
 FE2203
 FE2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD320900(NAD 83)
 FE2203_MARKER: DR = REFERENCE MARK DISK
 FE2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2203_SP_SET: CONCRETE POST
 FE2203_STAMPING: NORMAL NO 3 1957
 FE2203_MARK LOGO: CGS   
 FE2203_PROJECTION: FLUSH
 FE2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2203+STABILITY: SURFACE MOTION
 FE2203
 FE2203  HISTORY     - Date     Condition        Report By
 FE2203  HISTORY     - 1957     MONUMENTED       CGS
 FE2203  HISTORY     - 1983     GOOD             NGS
 FE2203  HISTORY     - 19951220 MARK NOT FOUND   TN1620
 FE2203
 FE2203                          STATION DESCRIPTION
 FE2203
 FE2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FE2203'IN MEMPHIS.
 FE2203'IN MEMPHIS, NEAR THE SOUTHEAST PART OF THE CITY OF MEMPHIS, AT THE
 FE2203'SOUTH ENTRANCE TO MYNDERS HALL ON THE PROPERTY OF MEMPHIS STATE
 FE2203'UNIVERSITY AND AT THE NORTH CURB OF AN EAST-WEST STREET, 23.5 METERS
 FE2203'(77.0 FT) SOUTHEAST OF THE EAST EDGE OF THE STEPS TO THE SOUTH
 FE2203'ENTRANCE OF THE HALL, 27.4 METERS (90.0 FT) SOUTHEAST OF THE SOUTHEAST
 FE2203'CORNER OF THE BUILDING, 15.5 METERS (51.0 FT) EAST OF NORTH-SOUTH
 FE2203'SIDEWALK, 5.2 METERS (17.0 FT) EAST OF A STREET LIGHT, 0.30 METER
 FE2203'(1.0 FT) NORTH OF A STREET CURB, AND 2.7 METERS (9.0 FT) SOUTH OF THE
 FE2203'SOUTH EDGE OF AN EAST-WEST SIDEWALK.
 FE2203'THE MARK IS 0.15 M ABOVE STREET.
 FE2203
 FE2203                          STATION RECOVERY (1995)
 FE2203
 FE2203'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1995 (RS)
 FE2203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB0645 ***********************************************************************
 GB0645  DESIGNATION -  NORRIS
 GB0645  PID         -  GB0645
 GB0645  STATE/COUNTY-  TN/ANDERSON
 GB0645  USGS QUAD   -  NORRIS (1990)
 GB0645
 GB0645                         *CURRENT SURVEY CONTROL
 GB0645  ___________________________________________________________________
 GB0645* NAD 83(1986)-  36 13 32.     (N)    084 05 23.     (W)     SCALED    
 GB0645* NAVD 88     -       323.512  (meters)    1061.39   (feet)  ADJUSTED  
 GB0645  ___________________________________________________________________
 GB0645  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 GB0645  DYNAMIC HT  -         323.221 (meters)    1060.43  (feet)  COMP
 GB0645  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 GB0645
 GB0645  VERT ORDER  -  SECOND    CLASS 0
 GB0645
 GB0645.The horizontal coordinates were scaled from a topographic map and have
 GB0645.an estimated accuracy of +/- 6 seconds.
 GB0645
 GB0645.The orthometric height was determined by differential leveling
 GB0645.and adjusted by the National Geodetic Survey in June 1991..
 GB0645
 GB0645.The geoid height was determined by GEOID03.
 GB0645
 GB0645.The dynamic height is computed by dividing the NAVD 88
 GB0645.geopotential number by the normal gravity value computed on the
 GB0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GB0645.degrees latitude (g = 980.6199 gals.).
 GB0645
 GB0645.The modeled gravity was interpolated from observed gravity values.
 GB0645
 GB0645;                    North         East    Units  Estimated Accuracy
 GB0645;SPC TN       -   211,620.      771,730.      MT  (+/- 180 meters Scaled)
 GB0645
 GB0645                          SUPERSEDED SURVEY CONTROL
 GB0645
 GB0645  NGVD 29 (??/??/92)  323.645  (m)         1061.83   (f) ADJ UNCH    2 0
 GB0645
 GB0645.Superseded values are not recommended for survey control.
 GB0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB0645.See file dsdata.txt to determine how the superseded data were derived.
 GB0645
 GB0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF615128(NAD 83)
 GB0645_MARKER: DB = BENCH MARK DISK
 GB0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GB0645_SP_SET: CONCRETE WALK
 GB0645_STAMPING: NORRIS 1936
 GB0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GB0645
 GB0645  HISTORY     - Date     Condition        Report By
 GB0645  HISTORY     - 1936     MONUMENTED       CGS
 GB0645  HISTORY     - 1949     GOOD             NGS
 GB0645  HISTORY     - 1964     GOOD             NGS
 GB0645
 GB0645                          STATION DESCRIPTION
 GB0645
 GB0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GB0645'1.3 MI N FROM NORRIS.
 GB0645'1.3 MILES NORTH ALONG WEST NORRIS ROAD FROM THE HIGH SCHOOL AT
 GB0645'NORRIS, ANDERSON COUNTY, THENCE 3.4 MILES NORTH ALONG T.V.A.
 GB0645'FREEWAY, 150 FEET WEST OF THE EAST END OF NORRIS DAM, AT THE
 GB0645'UPSTREAM SIDE, AT THE EAST OBSERVATION STAND, AND IN THE TOP OF
 GB0645'THE CONCRETE WALK.  A STANDARD DISK, STAMPED NORRIS 1936.
 GB0645
 GB0645                          STATION RECOVERY (1964)
 GB0645
 GB0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GB0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0372 ***********************************************************************
 FF0372  DESIGNATION -  NORRIS
 FF0372  PID         -  FF0372
 FF0372  STATE/COUNTY-  TN/SHELBY
 FF0372  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0372
 FF0372                         *CURRENT SURVEY CONTROL
 FF0372  ___________________________________________________________________
 FF0372* NAD 83(1995)-  35 05 03.34931(N)    090 01 29.39713(W)     ADJUSTED  
 FF0372* NAVD 88     -        87.201  (meters)     286.09   (feet)  ADJUSTED  
 FF0372  ___________________________________________________________________
 FF0372  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FF0372  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0372  DYNAMIC HT  -          87.121 (meters)     285.83  (feet)  COMP
 FF0372  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 FF0372
 FF0372  HORZ ORDER  -  SECOND
 FF0372  VERT ORDER  -  SECOND    CLASS 0
 FF0372
 FF0372.The horizontal coordinates were established by classical geodetic methods
 FF0372.and adjusted by the National Geodetic Survey in April 1999..
 FF0372
 FF0372.The orthometric height was determined by differential leveling
 FF0372.and adjusted by the National Geodetic Survey in June 1991..
 FF0372
 FF0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0372
 FF0372.The geoid height was determined by GEOID03.
 FF0372
 FF0372.The dynamic height is computed by dividing the NAVD 88
 FF0372.geopotential number by the normal gravity value computed on the
 FF0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0372.degrees latitude (g = 980.6199 gals.).
 FF0372
 FF0372.The modeled gravity was interpolated from observed gravity values.
 FF0372
 FF0372;                    North         East     Units Scale Factor Converg.
 FF0372;SPC TN       -    90,863.387   233,048.665   MT  1.00003338   -2 21 22.7
 FF0372;SPC TN       -   298,107.63    764,593.83   sFT  1.00003338   -2 21 22.7
 FF0372;SPC AR N     -    85,116.081   580,107.577   MT  0.99997376   +1 08 57.7
 FF0372;SPC AR N     -   279,251.68  1,903,236.28   sFT  0.99997376   +1 08 57.7
 FF0372;UTM  15      - 3,886,437.739   771,252.033   MT  1.00050690   +1 42 40.0
 FF0372;UTM  16      - 3,886,574.182   224,218.476   MT  1.00053745   -1 44 23.0
 FF0372
 FF0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0372!SPC TN       -   0.99999060  x   1.00003338  =   1.00002398
 FF0372!SPC AR N     -   0.99999060  x   0.99997376  =   0.99996436
 FF0372!UTM  15      -   0.99999060  x   1.00050690  =   1.00049750
 FF0372!UTM  16      -   0.99999060  x   1.00053745  =   1.00052805
 FF0372
 FF0372|---------------------------------------------------------------------|
 FF0372| PID    Reference Object                     Distance      Geod. Az  |
 FF0372|                                                           dddmmss.s |
 FF0372| FF0373 NORRIS AZ MK                        241.555 METERS 18623     |
 FF0372| FF0371 NORRIS RM 1                          27.188 METERS 21920     |
 FF0372| FF0370 NORRIS RM 2                          27.917 METERS 32549     |
 FF0372| FF0365 GAITHER                             APPROX. 2.9 KM 3475513.9 |
 FF0372|---------------------------------------------------------------------|
 FF0372
 FF0372                          SUPERSEDED SURVEY CONTROL
 FF0372
 FF0372  NAD 83(1995)-  35 05 03.35133(N)    090 01 29.39673(W) AD(       ) 2
 FF0372  NAD 83(1995)-  35 05 03.35491(N)    090 01 29.39719(W) AD(       ) 2
 FF0372  NAD 83(1986)-  35 05 03.35933(N)    090 01 29.39814(W) AD(       ) 2
 FF0372  NAD 27      -  35 05 03.03050(N)    090 01 29.06800(W) AD(       ) 2
 FF0372  NGVD 29 (??/??/??)   87.169  (m)          285.99   (f) ADJUSTED    2 0
 FF0372
 FF0372.Superseded values are not recommended for survey control.
 FF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0372.See file dsdata.txt to determine how the superseded data were derived.
 FF0372
 FF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7125286438(NAD 83)
 FF0372_MARKER: DE = TRAVERSE STATION DISK
 FF0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0372_STAMPING: NORRIS 1959
 FF0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0372+STABILITY: SURFACE MOTION
 FF0372
 FF0372  HISTORY     - Date     Condition        Report By
 FF0372  HISTORY     - 1959     MONUMENTED       CGS
 FF0372  HISTORY     - 1959     GOOD             CGS
 FF0372  HISTORY     - 19960413 MARK NOT FOUND   TN1620
 FF0372
 FF0372                          STATION DESCRIPTION
 FF0372
 FF0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FF0372'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF THE
 FF0372'DOWNTOWN BUSINESS CENTER OF MENPHIS, ALONG THE EASTERN SIDE OF
 FF0372'MISSISSIPPI BLVD. AND ABOUT MIDWAY BETWEEN NORRIS ROAD AND
 FF0372'DEMPSTER ROAD IN A VACANT LOT OWNED BY MRS LAVONIA RANDY OF
 FF0372'1947 MADISON AVE.  THE MARK IS ABOUT 0.15 MILE NORTH OF THE MAIN
 FF0372'BUILDING AT THE PROSPECT SCHOOL, 110 FEET SOUTH OF DEMPSTER
 FF0372'ROAD, 86 FEET EAST OF MISSISSIPPI BLVD. AND 35 FEET NORTH OF A
 FF0372'18-INCH TREE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE
 FF0372'TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 FF0372'SURROUNDING SURFACE AND IS STAMPED NORRIS 1959.  A
 FF0372'IDENTICAL MARK IS ABOUT 30 INCHES BELOW THE STATION MARK.
 FF0372'
 FF0372'THE STATION CAN BE REACHED AS DESCRIBED ABOVE.
 FF0372'
 FF0372'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 FF0372'MISSISSIPPI BLVD. FOR 0.15 MILE TO THE MARK ON THE LEFT AS
 FF0372'DESCRIBED.
 FF0372'
 FF0372'REFERENCE MARK NO. 1 IS 68 FEET WEST-SOUTHWEST OF A 18-INCH
 FF0372'TREE, 32 FEET EAST OF MISSISSIPPI BLVD. AND 26 FEET SOUTH OF
 FF0372'A POWERLINE POLE.  THE MARK IS SET FLUSH WITH THE SURROUNDING
 FF0372'SURFACE AND IS STAMPED NORRIS NO 1 1959.
 FF0372'
 FF0372'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF DEMPSTER ROAD, 30
 FF0372'FEET EAST OF MISSISSIPPI BLVD. AND 25 FEET SOUTHWEST OF A FIRE
 FF0372'PLUG.  THE MARK IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 FF0372'STAMPED NORRIS NO 2 1959.
 FF0372'
 FF0372'AZIMUTH MARK IS 96 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FF0372'MAIN SCHOOL BUILDING, 24 FEET EAST OF MISSISSIPPI BLVD. AND
 FF0372'8 FEET WEST OF A IRON POST.  THE MARK IS A STANDARD DISK CEMENTED
 FF0372'IN A DRILL HOLE IN THE SIDE WALK.  THE MARK IS SET FLUSH WITH
 FF0372'THE SIDE WALK AND IS STAMPED NORRIS 1959.
 FF0372'
 FF0372'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FF0372
 FF0372                          STATION RECOVERY (1959)
 FF0372
 FF0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FF0372'AT MEMPHIS.
 FF0372'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF THE
 FF0372'DOWNTOWN BUSINESS CENTER OF MEMPHIS, ALONG THE EASTERN SIDE OF
 FF0372'MISSISSIPPI BLVD. AND ABOUT MIDWAY BETWEEN NORRIS ROAD AND
 FF0372'DEMPSTER ROAD IN A VACANT LOT OWNED BY MRS. LAVONIA RANDY OF
 FF0372'1947 MADISON AVE.  THE MARK IS ABOUT 0.15 MILE NORTH OF THE MAIN
 FF0372'BUILDING AT THE PROSPECT SCHOOL, 110 FEET SOUTH OF DEMPSTER ROAD,
 FF0372'86 FEET EAST OF MISSISSIPPI BLVD. AND 35 FEET NORTH OF A 18-INCH
 FF0372'TREE.  THE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT THAT
 FF0372'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 FF0372'APPROXIMATE 0.15 MILE NORTH OF NORRIS AZIMUTH.
 FF0372
 FF0372                          STATION RECOVERY (1996)
 FF0372
 FF0372'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (RS)
 FF0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GB2540 ***********************************************************************
 GB2540  DESIGNATION -  NORRIS
 GB2540  PID         -  GB2540
 GB2540  STATE/COUNTY-  TN/ANDERSON
 GB2540  USGS QUAD   -  NORRIS (1990)
 GB2540
 GB2540                         *CURRENT SURVEY CONTROL
 GB2540  ___________________________________________________________________
 GB2540* NAD 83(1995)-  36 11 28.99932(N)    084 04 48.71551(W)     ADJUSTED  
 GB2540* NAVD 88     -       347.7    (meters)    1141.     (feet)  VERTCON   
 GB2540  ___________________________________________________________________
 GB2540  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 GB2540  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GB2540
 GB2540  HORZ ORDER  -  SECOND
 GB2540
 GB2540.The horizontal coordinates were established by classical geodetic methods
 GB2540.and adjusted by the National Geodetic Survey in April 1999..
 GB2540
 GB2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 GB2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GB2540
 GB2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GB2540
 GB2540.The geoid height was determined by GEOID03.
 GB2540
 GB2540;                    North         East     Units Scale Factor Converg.
 GB2540;SPC TN       -   207,844.746   772,660.512   MT  0.99996779   +1 07 26.1
 GB2540;SPC TN       -   681,903.97  2,534,970.36   sFT  0.99996779   +1 07 26.1
 GB2540;UTM  16      - 4,009,128.834   762,552.110   MT  1.00044944   +1 43 30.3
 GB2540;UTM  17      - 4,009,575.304   223,020.623   MT  1.00054538   -1 49 11.9
 GB2540
 GB2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GB2540!SPC TN       -   0.99995022  x   0.99996779  =   0.99991801
 GB2540!UTM  16      -   0.99995022  x   1.00044944  =   1.00039963
 GB2540!UTM  17      -   0.99995022  x   1.00054538  =   1.00049557
 GB2540
 GB2540:                Primary Azimuth Mark                     Grid Az
 GB2540:SPC TN       -  TELL                                     125 13 21.7
 GB2540:UTM  16      -  TELL                                     124 37 17.5
 GB2540:UTM  17      -  TELL                                     128 09 59.7
 GB2540
 GB2540|---------------------------------------------------------------------|
 GB2540| PID    Reference Object                     Distance      Geod. Az  |
 GB2540|                                                           dddmmss.s |
 GB2540| GB2541 TELL                                APPROX. 4.8 KM 1262047.8 |
 GB2540| DC2851 NORRIS AZ MK                                       2272140.0 |
 GB2540| DC2853 NORRIS RM 2                          23.426 METERS 27021     |
 GB2540| DC2852 NORRIS RM 1                          28.848 METERS 35116     |
 GB2540|---------------------------------------------------------------------|
 GB2540
 GB2540                          SUPERSEDED SURVEY CONTROL
 GB2540
 GB2540  NAD 83(1995)-  36 11 29.00349(N)    084 04 48.71912(W) AD(       ) 2
 GB2540  NAD 83(1995)-  36 11 29.00443(N)    084 04 48.71847(W) AD(       ) 2
 GB2540  NAD 83(1986)-  36 11 29.01141(N)    084 04 48.71448(W) AD(       ) 2
 GB2540  NAD 27      -  36 11 28.73440(N)    084 04 49.00908(W) AD(       ) 2
 GB2540  NGVD 29 (07/19/86)  347.8    (m)         1141.     (f) VERT ANG       
 GB2540
 GB2540.Superseded values are not recommended for survey control.
 GB2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GB2540.See file dsdata.txt to determine how the superseded data were derived.
 GB2540
 GB2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF6255209129(NAD 83)
 GB2540_MARKER: DD = SURVEY DISK
 GB2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GB2540
 GB2540  HISTORY     - Date     Condition        Report By
 GB2540  HISTORY     - 1964     MONUMENTED       TNHD
 GB2540
 GB2540                          STATION DESCRIPTION
 GB2540
 GB2540'DESCRIBED BY TN HIGHWAY DEPT 1964 (JAG)
 GB2540'THE STATION IS LOCATED IN NORRIS.
 GB2540'
 GB2540'TO REACH THE STATION FROM THE POST OFFICE IN NORRIS, GO 0.7 MILE WEST
 GB2540'ON WEST NORRIS ROAD TO
 GB2540'RIDGEWAY DRIVE ON THE LEFT, TURN LEFT AND GO 0.1 MILE
 GB2540'SOUTHWEST ON THE PAVED ROAD TO
 GB2540'THE STATION ON THE LEFT.
 GB2540'
 GB2540'THE STATION IS 107 FEET NORTHEAST OF THE NORTHEAST CORNER OF A T.V.A.
 GB2540'OFFICE BUILDING, 49 FEET
 GB2540'SOUTHEAST OF THE APPROXIMATE CENTER OF RIDGEWAY
 GB2540'DRIVE, 36 FEET SOUTH OF A 24-INCH
 GB2540'OAK TREE, 29 FEET NORTHEAST OF AN
 GB2540'18-INCH OAK TREE AND 19.5 FEET NORTH OF A WITNESS
 GB2540'POST.  THE SURFACE
 GB2540'AND UNDERGROUND MARKS ARE STANDARD TENNESSEE HIGHWAY DEPARTMENT
 GB2540'DISKS AND THE
 GB2540'DISKS ARE STAMPED NORRIS 1964.  THE UNDERGROUND MARK IS ABOUT
 GB2540'30 INCHES BELOW THE
 GB2540'SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH
 GB2540'SQUARE, FLUSH, CONCRETE MONUMENT.
 GB2540'
 GB2540'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF A POWER POLE, 17 FEET
 GB2540'NORTHWEST OF THE APPROXIMATE
 GB2540'CENTER OF THE PAVED ROAD, 7 FEET EAST OF AN 18-INCH OAK
 GB2540'TREE AND 2 FEET EAST OF A
 GB2540'7-INCH PINE TREE.  IT IS A STANDARD
 GB2540'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A
 GB2540'10-INCH SQUARE, FLUSH,
 GB2540'CONCRETE MONUMENT AND THE DISK IS STAMPED NORRIS RM-1 1964.
 GB2540'
 GB2540'REFERENCE MARK NO. 2 IS 17 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GB2540'OF THE PAVED ROAD, 12
 GB2540'FEET NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GB2540'DRIVE AND 10 FEET SOUTH OF A
 GB2540'GROUP OF 8-INCH SASSAFRAS TREES.  IT IS
 GB2540'A STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK
 GB2540'SET IN A 10-INCH SQUARE,
 GB2540'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED NORRIS RM-2
 GB2540'1964.
 GB2540'
 GB2540'THE AZIMUTH MARK IS 29 FEET EAST OF THE NORTHEAST CORNER OF A BROWN
 GB2540'FRAME BUILDING, 26
 GB2540'FEET WEST OF THE APPROXIMATE CENTER OF ROCK AND CEMENT
 GB2540'STEPS, 3 FEET NORTH OF A 6-INCH
 GB2540'MAPLE TREE AND 2.2 FEET NORTHWEST OF
 GB2540'A WITNESS POST.  IT IS A STANDARD TENNESSEE
 GB2540'HIGHWAY DEPARTMENT DISK
 GB2540'SET IN A 10-INCH SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 GB2540'IS STAMPED
 GB2540'NORRIS AZI 1964.
 GB2540'
 GB2540'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON
 GB2540'RIDGEWAY DRIVE FOR 0.1
 GB2540'MILE TO THE MARK ON THE RIGHT.
 GB2540'
 GB2540'ALL OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GB2540'
 GB2540'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0373 ***********************************************************************
 FF0373  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0373  DESIGNATION -  NORRIS AZ MK
 FF0373  PID         -  FF0373
 FF0373  STATE/COUNTY-  TN/SHELBY
 FF0373  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0373
 FF0373                         *CURRENT SURVEY CONTROL
 FF0373  ___________________________________________________________________
 FF0373* NAD 83(1995)-  35 04 55.55953(N)    090 01 30.45660(W)     ADJUSTED  
 FF0373* NAVD 88     -        83.72   (meters)     274.7    (feet)  GPS OBS   
 FF0373  ___________________________________________________________________
 FF0373  X           -      -2,291.509 (meters)                     COMP
 FF0373  Y           -  -5,225,242.827 (meters)                     COMP
 FF0373  Z           -   3,645,356.613 (meters)                     COMP
 FF0373  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FF0373  ELLIP HEIGHT-          56.36  (meters)          (05/31/05) GPS OBS
 FF0373  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0373  DYNAMIC HT  -          83.64  (meters)     274.4   (feet)  COMP
 FF0373  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 FF0373
 FF0373  HORZ ORDER  -  FIRST
 FF0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FF0373  ELLP ORDER  -  FOURTH    CLASS II
 FF0373
 FF0373.The horizontal coordinates were established by GPS observations
 FF0373.and adjusted by the National Geodetic Survey in May 2005..
 FF0373
 FF0373.The orthometric height was determined by GPS observations and a
 FF0373.high-resolution geoid model using precise GPS observation and
 FF0373.processing techniques. It supersedes the leveled height previously
 FF0373.determined for this station.
 FF0373.The vertical order pertains to the first NAVD 88 superseded value.
 FF0373
 FF0373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0373
 FF0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 FF0373
 FF0373.The ellipsoidal height was determined by GPS observations
 FF0373.and is referenced to NAD 83.
 FF0373
 FF0373.The geoid height was determined by GEOID03.
 FF0373
 FF0373.The dynamic height is computed by dividing the NAVD 88
 FF0373.geopotential number by the normal gravity value computed on the
 FF0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0373.degrees latitude (g = 980.6199 gals.).
 FF0373
 FF0373.The modeled gravity was interpolated from observed gravity values.
 FF0373
 FF0373;                    North         East     Units Scale Factor Converg.
 FF0373;SPC TN       -    90,624.626   233,011.978   MT  1.00003387   -2 21 23.3
 FF0373;SPC TN       -   297,324.29    764,473.46   sFT  1.00003387   -2 21 23.3
 FF0373;UTM  15      - 3,886,196.863   771,232.364   MT  1.00050677   +1 42 39.1
 FF0373;UTM  16      - 3,886,334.919   224,184.343   MT  1.00053768   -1 44 23.2
 FF0373
 FF0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0373!SPC TN       -   0.99999115  x   1.00003387  =   1.00002502
 FF0373!UTM  15      -   0.99999115  x   1.00050677  =   1.00049792
 FF0373!UTM  16      -   0.99999115  x   1.00053768  =   1.00052883
 FF0373
 FF0373                          SUPERSEDED SURVEY CONTROL
 FF0373
 FF0373  NAVD 88 (06/15/91)   83.752  (m)          274.78   (f) ADJUSTED    2 0
 FF0373  NGVD 29 (??/??/??)   83.721  (m)          274.67   (f) ADJUSTED    2 0
 FF0373
 FF0373.Superseded values are not recommended for survey control.
 FF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0373.See file dsdata.txt to determine how the superseded data were derived.
 FF0373
 FF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU7123286197(NAD 83)
 FF0373_MARKER: DZ = AZIMUTH MARK DISK
 FF0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FF0373_SP_SET: SIDEWALK
 FF0373_STAMPING: NORRIS 1959
 FF0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0373+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 FF0373
 FF0373  HISTORY     - Date     Condition        Report By
 FF0373  HISTORY     - 1959     MONUMENTED       CGS
 FF0373  HISTORY     - 19960413 GOOD             TN1620
 FF0373  HISTORY     - 20021030 GOOD             USACE
 FF0373  HISTORY     - 20030701 GOOD             EMCINC
 FF0373
 FF0373                          STATION DESCRIPTION
 FF0373
 FF0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0373'AT MEMPHIS.
 FF0373'TO REACH FROM THE NORRIS 1959 STATION SITE, GO SOUTH ON MISSISSIPPI
 FF0373'BLVD. FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT IS APPROXIMATE
 FF0373'0.15 MILE SOUTH OF NORRIS 1959, 96 FEET SOUTHWEST OF THE SOUTHWEST
 FF0373'CORNER OF THE MAIN SCHOOL BUILDING, 24 FEET EAST OF MISSISSIPPI
 FF0373'BLVD. AND 8 FEET WEST OF A IRON POST.  THE STATION IS CEMENTED
 FF0373'IN A DRILL HOLE IN THE SIDE WALK SET FLUSH WITH THE SIDE WALK.
 FF0373
 FF0373                          STATION RECOVERY (1996)
 FF0373
 FF0373'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (RS)
 FF0373'RECOVERED IN GOOD CONDITION.
 FF0373
 FF0373                          STATION RECOVERY (2002)
 FF0373
 FF0373'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 FF0373'PROSPECT SCHOOL IS NOW MEMPHIS CITY SCHOOLS SOUTH AREA ADMINISTRAION
 FF0373'BUILDING.
 FF0373
 FF0373                          STATION RECOVERY (2003)
 FF0373
 FF0373'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 FF0373'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0371 ***********************************************************************
 FF0371  DESIGNATION -  NORRIS RM 1
 FF0371  PID         -  FF0371
 FF0371  STATE/COUNTY-  TN/SHELBY
 FF0371  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0371
 FF0371                         *CURRENT SURVEY CONTROL
 FF0371  ___________________________________________________________________
 FF0371* NAD 83(1986)-  35 05 03.     (N)    090 01 29.     (W)     SCALED    
 FF0371* NAVD 88     -        87.873  (meters)     288.30   (feet)  ADJUSTED  
 FF0371  ___________________________________________________________________
 FF0371  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0371  DYNAMIC HT  -          87.792 (meters)     288.03  (feet)  COMP
 FF0371  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 FF0371
 FF0371  VERT ORDER  -  SECOND    CLASS 0
 FF0371
 FF0371.The horizontal coordinates were scaled from a topographic map and have
 FF0371.an estimated accuracy of +/- 6 seconds.
 FF0371
 FF0371.The orthometric height was determined by differential leveling
 FF0371.and adjusted by the National Geodetic Survey in June 1991..
 FF0371
 FF0371.The geoid height was determined by GEOID03.
 FF0371
 FF0371.The dynamic height is computed by dividing the NAVD 88
 FF0371.geopotential number by the normal gravity value computed on the
 FF0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0371.degrees latitude (g = 980.6199 gals.).
 FF0371
 FF0371.The modeled gravity was interpolated from observed gravity values.
 FF0371
 FF0371;                    North         East    Units  Estimated Accuracy
 FF0371;SPC TN       -    90,850.      233,060.      MT  (+/- 180 meters Scaled)
 FF0371
 FF0371                          SUPERSEDED SURVEY CONTROL
 FF0371
 FF0371  NGVD 29 (??/??/??)   87.841  (m)          288.19   (f) ADJUSTED    2 0
 FF0371
 FF0371.Superseded values are not recommended for survey control.
 FF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0371.See file dsdata.txt to determine how the superseded data were derived.
 FF0371
 FF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU712864(NAD 83)
 FF0371_MARKER: DR = REFERENCE MARK DISK
 FF0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0371_STAMPING: NORRIS NO 1 1959
 FF0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0371+STABILITY: SURFACE MOTION
 FF0371
 FF0371  HISTORY     - Date     Condition        Report By
 FF0371  HISTORY     - 1959     MONUMENTED       CGS
 FF0371  HISTORY     - 19960413 MARK NOT FOUND   TN1620
 FF0371
 FF0371                          STATION DESCRIPTION
 FF0371
 FF0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0371'AT MEMPHIS.
 FF0371'IT IS LOCATED AT THE NORRIS 1959 STATION SITE.  IT IS SET IN THE
 FF0371'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 FF0371'SURFACE OF THE GROUND.  IT IS 89.2 FEET SOUTH-SOUTHWEST OF
 FF0371'NORRIS 1959, 68 FEET WEST-SOUTHWEST OF A 18-INCH TREE, 32 FEET
 FF0371'EAST OF MISSISSIPPI BLVD. AND 26 FEET SOUTH OF A POWER LINE
 FF0371'POLE.
 FF0371
 FF0371                          STATION RECOVERY (1996)
 FF0371
 FF0371'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (RS)
 FF0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FF0370 ***********************************************************************
 FF0370  DESIGNATION -  NORRIS RM 2
 FF0370  PID         -  FF0370
 FF0370  STATE/COUNTY-  TN/SHELBY
 FF0370  USGS QUAD   -  SOUTHWEST MEMPHIS (1993)
 FF0370
 FF0370                         *CURRENT SURVEY CONTROL
 FF0370  ___________________________________________________________________
 FF0370* NAD 83(1986)-  35 05 03.     (N)    090 01 29.     (W)     SCALED    
 FF0370* NAVD 88     -        84.929  (meters)     278.64   (feet)  ADJUSTED  
 FF0370  ___________________________________________________________________
 FF0370  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FF0370  DYNAMIC HT  -          84.851 (meters)     278.38  (feet)  COMP
 FF0370  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 FF0370
 FF0370  VERT ORDER  -  SECOND    CLASS 0
 FF0370
 FF0370.The horizontal coordinates were scaled from a topographic map and have
 FF0370.an estimated accuracy of +/- 6 seconds.
 FF0370
 FF0370.The orthometric height was determined by differential leveling
 FF0370.and adjusted by the National Geodetic Survey in June 1991..
 FF0370
 FF0370.The geoid height was determined by GEOID03.
 FF0370
 FF0370.The dynamic height is computed by dividing the NAVD 88
 FF0370.geopotential number by the normal gravity value computed on the
 FF0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF0370.degrees latitude (g = 980.6199 gals.).
 FF0370
 FF0370.The modeled gravity was interpolated from observed gravity values.
 FF0370
 FF0370;                    North         East    Units  Estimated Accuracy
 FF0370;SPC TN       -    90,850.      233,060.      MT  (+/- 180 meters Scaled)
 FF0370
 FF0370                          SUPERSEDED SURVEY CONTROL
 FF0370
 FF0370  NGVD 29 (??/??/??)   84.897  (m)          278.53   (f) ADJUSTED    2 0
 FF0370
 FF0370.Superseded values are not recommended for survey control.
 FF0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0370.See file dsdata.txt to determine how the superseded data were derived.
 FF0370
 FF0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU712864(NAD 83)
 FF0370_MARKER: DR = REFERENCE MARK DISK
 FF0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FF0370_STAMPING: NORRIS NO 2 1959
 FF0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0370+STABILITY: SURFACE MOTION
 FF0370
 FF0370  HISTORY     - Date     Condition        Report By
 FF0370  HISTORY     - 1959     MONUMENTED       CGS
 FF0370  HISTORY     - 19960413 MARK NOT FOUND   TN1620
 FF0370
 FF0370                          STATION DESCRIPTION
 FF0370
 FF0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FF0370'AT MEMPHIS.
 FF0370'IT IS LOCATED AT THE NORRIS 1959 STATION SITE.  IT IS SET IN THE
 FF0370'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 FF0370'SURFACE OF THE GROUND.  IT IS 91.6 FEET NORTH-NORTHWEST OF
 FF0370'NORRIS 1959, 36 FEET SOUTH OF DEMPSTER ROAD, 30 FEET EAST OF
 FF0370'MISSISSIPPI BLVD. AND 25 FEET SOUTHWEST OF A FIRE PLUG.
 FF0370
 FF0370                          STATION RECOVERY (1996)
 FF0370
 FF0370'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 1996 (KG)
 FF0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2675 ***********************************************************************
 AJ2675  DESIGNATION -  NORTH LAKE
 AJ2675  PID         -  AJ2675
 AJ2675  STATE/COUNTY-  TN/SHELBY
 AJ2675  USGS QUAD   -  FLETCHER LAKE (1993)
 AJ2675
 AJ2675                         *CURRENT SURVEY CONTROL
 AJ2675  ___________________________________________________________________
 AJ2675* NAD 83(1995)-  35 00 43.56162(N)    090 09 03.18751(W)     ADJUSTED  
 AJ2675* NAVD 88     -        72.37   (meters)     237.4    (feet)  LEVELING  
 AJ2675  ___________________________________________________________________
 AJ2675  X           -     -13,772.107 (meters)                     COMP
 AJ2675  Y           -  -5,229,675.574 (meters)                     COMP
 AJ2675  Z           -   3,638,992.383 (meters)                     COMP
 AJ2675  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AJ2675  ELLIP HEIGHT-          45.14  (meters)          (04/26/01) GPS OBS
 AJ2675  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ2675
 AJ2675  HORZ ORDER  -  FIRST
 AJ2675  VERT ORDER  -  THIRD ?
 AJ2675  ELLP ORDER  -  FOURTH    CLASS I
 AJ2675
 AJ2675.The horizontal coordinates were established by GPS observations
 AJ2675.and adjusted by the National Geodetic Survey in April 2001..
 AJ2675
 AJ2675.The orthometric height was determined by differential leveling.
 AJ2675.The vertical network tie was performed by a horz. field party for horz.
 AJ2675.obs reductions. Reset procedures were used to establish the elevation.
 AJ2675
 AJ2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2675
 AJ2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2675
 AJ2675.The ellipsoidal height was determined by GPS observations
 AJ2675.and is referenced to NAD 83.
 AJ2675
 AJ2675.The geoid height was determined by GEOID03.
 AJ2675
 AJ2675;                    North         East     Units Scale Factor Converg.
 AJ2675;SPC TN       -    83,344.383   221,223.513   MT  1.00005050   -2 25 48.3
 AJ2675;SPC TN       -   273,439.03    725,797.48   sFT  1.00005050   -2 25 48.3
 AJ2675;UTM  15      - 3,878,095.519   759,985.041   MT  1.00043313   +1 38 08.1
 AJ2675
 AJ2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2675!SPC TN       -   0.99999291  x   1.00005050  =   1.00004341
 AJ2675!UTM  15      -   0.99999291  x   1.00043313  =   1.00042604
 AJ2675
 AJ2675                          SUPERSEDED SURVEY CONTROL
 AJ2675
 AJ2675.No superseded survey control is available for this station.
 AJ2675
 AJ2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5998578096(NAD 83)
 AJ2675_MARKER: DD = SURVEY DISK
 AJ2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2675_MARK LOGO: TN1620
 AJ2675_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2675+STABILITY: SURFACE MOTION
 AJ2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2675+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 AJ2675
 AJ2675  HISTORY     - Date     Condition        Report By
 AJ2675  HISTORY     - 1999     MONUMENTED       TN1620
 AJ2675  HISTORY     - 20030320 GOOD             TN1620
 AJ2675  HISTORY     - 20030326 GOOD             TN1620
 AJ2675  HISTORY     - 20030410 GOOD             TN1620
 AJ2675
 AJ2675                          STATION DESCRIPTION
 AJ2675
 AJ2675'DESCRIBED BY CITY OF MEMPHIS TENNESSEE 1999 (KG)
 AJ2675'THE STATION IS LOCATED IN SOUTHWEST SHELBY COUNTY IN ENSLEY BOTTOMS AT
 AJ2675'THE LEVEE OF NORTH LAKE.
 AJ2675'TO REACH THE STATION FROM THE INTERSECTION OF SHELBY DRIVE AND HIGHWAY
 AJ2675'61 (HWY-61) PROCEED WEST ON SHELBY DRIVE APPROXIMATELY 2.20 MILES
 AJ2675'(3.54 KM) TO SEWANEE ROAD, CONTINUE WEST ON SHELBY DRIVE FOR
 AJ2675'APPROXIMATELY 0.80 MILES (1.29 KM) TO ENSLEY PUMP STATION AT THE WEST
 AJ2675'END OF SHELBY DRIVE, CONTINUE WEST ON GRAVEL LEVEE ROAD FOR
 AJ2675'APPROXIMATELY 1.00 MILE (1.61 KM) TO THE DRIVE ENTRANCE TO NORTH LAKE.
 AJ2675'THE STATION IS ON THE LEFT.
 AJ2675'THE STATION IS A CAST ALUMINUM CAP WITH A CROSS MARK SET ON A 1/2 INCH
 AJ2675'REBAR ENCASED IN A 6 INCH ROUND, 36 INCH LONG CONCRETE MONUMENT SET IN
 AJ2675'THE GROUND.  THE STATION IS LOCATED 300.00 FEET (91.44 M) WEST OF THE
 AJ2675'NORTH LAKE ACCESS ROAD, 108.50 FEET (33.07 M) NORTHWEST OF A WOOD
 AJ2675'POWER POLE NO.  217988, 3.20 FEET (0.98 M) EAST OF A METAL GATE POST
 AJ2675'ON THE SOUTH END OF A GATE ACROSS LEVEE, 2.00 FEET (0.61 M) SOUTH OF
 AJ2675'THE SOUTH EDGE OF GRAVEL ROAD.
 AJ2675
 AJ2675                          STATION RECOVERY (2003)
 AJ2675
 AJ2675'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2675'RECOVERED IN GOOD CONDITION.
 AJ2675
 AJ2675                          STATION RECOVERY (2003)
 AJ2675
 AJ2675'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (KG)
 AJ2675'RECOVERED IN GOOD CONDITION.
 AJ2675
 AJ2675                          STATION RECOVERY (2003)
 AJ2675
 AJ2675'RECOVERY NOTE BY CITY OF MEMPHIS TENNESSEE 2003 (DA)
 AJ2675'REQUIRES ENTRANCE TO LEVEE ROAD AT ENSLEY PUMPING STATION GATE.
 AJ2675'CONTROL ACCESS THRU CITY OF MEMPHIS FLOOD CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2343 ***********************************************************************
 FE2343  DESIGNATION -  NORTHSIDE
 FE2343  PID         -  FE2343
 FE2343  STATE/COUNTY-  TN/MADISON
 FE2343  USGS QUAD   -  JACKSON NORTH (1983)
 FE2343
 FE2343                         *CURRENT SURVEY CONTROL
 FE2343  ___________________________________________________________________
 FE2343* NAD 83(1995)-  35 41 30.82080(N)    088 49 31.77426(W)     ADJUSTED  
 FE2343* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 FE2343  ___________________________________________________________________
 FE2343  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FE2343  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FE2343
 FE2343  HORZ ORDER  -  THIRD
 FE2343
 FE2343.The horizontal coordinates were established by classical geodetic methods
 FE2343.and adjusted by the National Geodetic Survey in April 1999..
 FE2343
 FE2343.The orthometric height was scaled from a topographic map.
 FE2343
 FE2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2343
 FE2343.The geoid height was determined by GEOID03.
 FE2343
 FE2343;                    North         East     Units Scale Factor Converg.
 FE2343;SPC TN       -   154,422.275   344,303.828   MT  0.99995146   -1 39 15.0
 FE2343;SPC TN       -   506,633.75  1,129,603.48   sFT  0.99995146   -1 39 15.0
 FE2343;UTM  16      - 3,951,311.415   334,826.081   MT  0.99993620   -1 03 55.0
 FE2343
 FE2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2343!SPC TN       -   0.99998011  x   0.99995146  =   0.99993157
 FE2343!UTM  16      -   0.99998011  x   0.99993620  =   0.99991631
 FE2343
 FE2343|---------------------------------------------------------------------|
 FE2343| PID    Reference Object                     Distance      Geod. Az  |
 FE2343|                                                           dddmmss.s |
 FE2343| CG4687 NORTHSIDE RM 1                        6.873 METERS 02544     |
 FE2343| CG4688 NORTHSIDE RM 2                        7.958 METERS 28109     |
 FE2343| CG4686 NORTHSIDE AZ MK                                    2871444.0 |
 FE2343|---------------------------------------------------------------------|
 FE2343
 FE2343                          SUPERSEDED SURVEY CONTROL
 FE2343
 FE2343  NAD 83(1995)-  35 41 30.82518(N)    088 49 31.77910(W) AD(       ) 3
 FE2343  NAD 83(1986)-  35 41 30.83219(N)    088 49 31.77504(W) AD(       ) 3
 FE2343  NAD 27      -  35 41 30.58140(N)    088 49 31.56000(W) AD(       ) 3
 FE2343
 FE2343.Superseded values are not recommended for survey control.
 FE2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2343.See file dsdata.txt to determine how the superseded data were derived.
 FE2343
 FE2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3482651311(NAD 83)
 FE2343_MARKER: DS = TRIANGULATION STATION DISK
 FE2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2343_STAMPING: NORTHSIDE 1958
 FE2343_MARK LOGO: CGS   
 FE2343_PROJECTION: PROJECTING 3 CENTIMETERS
 FE2343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FE2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2343+STABILITY: SURFACE MOTION
 FE2343
 FE2343  HISTORY     - Date     Condition        Report By
 FE2343  HISTORY     - 1958     MONUMENTED       CGS
 FE2343  HISTORY     - 1959     GOOD             CGS
 FE2343  HISTORY     - 19850315 GOOD             NGS
 FE2343
 FE2343                          STATION DESCRIPTION
 FE2343
 FE2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2343'THE STATION IS ABOUT 5.0 MILES NORTH OF JACKSON, ON LAND OWNED BY MR.
 FE2343'ANDERSON.  THE STATION IS LOCATED ON THE FAR EDGE OF THE SCHOOL
 FE2343'PLAYGROUND WEST OF THE SCHOOL AND SOUTHEAST OF THE CURVE IN THE
 FE2343'GRAVELED ROAD.  IT IS 40 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FE2343'GRAVELED ROAD, 25 FEET WEST OF THE EDGE OF A CULTIVATED FIELD, AND 3
 FE2343'FEET WEST OF A WHITE WITNESS POST.
 FE2343'
 FE2343'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN JACKSON, GO NORTH
 FE2343'ON U.S. HIGHWAY 45 FOR 5.0 MILES TO A PAVED ROAD RIGHT JUST NORTH
 FE2343'OF THE NORTHSIDE HIGH SCHOOL.* TURN RIGHT, EAST, ON THE PAVED ROAD
 FE2343'FOR 0.25 MILE TO CURVE LEFT IN ROAD AND STATION ON THE RIGHT AS
 FE2343'DESCRIBED.  THIS ROAD IS PAVED ONLY A 0.1 MILE.
 FE2343'
 FE2343'*TO REACH THE AZIMUTH MARK CONTINUE NORTH ON U.S. HIGHWAY 45, FROM
 FE2343'THIS SIDE ROAD RIGHT, FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 FE2343'LEFT, WEST, SIDE OF ROAD IN THE HIGHWAY RIGHT-OF-WAY.
 FE2343'
 FE2343'REFERENCE MARK 1 IS 21 FEET NORTH OF A WHITE WITNESS POST, 31 FEET
 FE2343'SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, AND 19 FEET WEST OF
 FE2343'THE EDGE OF A CULTIVATED FIELD.  THE MONUMENT IS FLUSH AND THE DISK
 FE2343'IS STAMPED NORTHSIDE NO 1 1958.
 FE2343'
 FE2343'REFERENCE MARK 2 IS 29 FEET WEST OF A WHITE WITNESS POST, 52 FEET
 FE2343'WEST OF THE EDGE OF A CULTIVATED FIELD, AND 24 FEET SOUTHEAST OF
 FE2343'THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 FE2343'DISK IS STAMPED NORTHSIDE NO 2 1958.
 FE2343'
 FE2343'AZIMUTH MARK IS 5 FEET NORTH OF A WHITE WITNESS POST, 8 FEET NORTH OF
 FE2343'A 10 INCH TREE, 31 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FE2343'21 FEET NORTH OF THE CENTERLINE OF THE DIRT DRIVEWAY.  THE MONUMENT
 FE2343'IS FLUSH AND DISK IS STAMPED NORTHSIDE 1958.
 FE2343'
 FE2343'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FE2343
 FE2343                          STATION RECOVERY (1959)
 FE2343
 FE2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAA)
 FE2343'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FE2343'GOOD CONDITION. THE 1958 DESCRIPTION IS ADEQUATE.
 FE2343
 FE2343                          STATION RECOVERY (1985)
 FE2343
 FE2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FE2343'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) NORTH OF JACKSON AT THE
 FE2343'NORTHEAST CORNER OF THE NORTHSIDE HIGH SCHOOL FOOTBALL FIELD AND JUST
 FE2343'SOUTH OF THE INTERSECTION OF NORTHSIDE DRIVE AND REYNOLDS DRIVE.  TO
 FE2343'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE ROUTE
 FE2343'45 AT THE NORTH EDGE OF JACKSON, GO NORTH 2.4 KM (1.50 MI) ON ROUTE 45
 FE2343'TO NORTHSIDE HIGH SCHOOL AND A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 FE2343'GO 0.3 KM (0.20 MI) EAST, PASSING BETWEEN THE HIGH SCHOOL AND JUNIOR
 FE2343'HIGH SCHOOL BUILDINGS, TO A GATE AT THE WEST EDGE OF THE FOOTBALL
 FE2343'FIELD AND THE STATION AS DESCRIBED.
 FE2343' 
 FE2343'THE STATION IS A STANDARD CGS DISK STAMPED---NORTHSIDE 1958---, SET
 FE2343'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 FE2343'DIAMETER, PROJECTING 1 INCH (3 CM) ABOVE THE GROUND.  THE STATION IS
 FE2343'LOCATED 10.2 METERS (33.5 FT) EAST FROM THE EAST EDGE OF THE FOOTBALL
 FE2343'FIELD, 7.9 METERS (25.9 FT) NORTH NORTHWEST FROM A 0.6 METER (2.0 FT)
 FE2343'OAK TREE, 3.5 METERS (11.5 FT) EAST-SOUTHEAST FROM A SOUTHWEST FENCE
 FE2343'CORNER, 1.8 METERS (5.9 FT) SOUTH FROM AN EAST-WEST FENCE, 0.9 METERS
 FE2343'(3.0 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 FE2343' 
 FE2343'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--NORTHSIDE NO 1
 FE2343'1958--, SET INTO THE TOP OF A SQUARE CONRETE MONUMENT 21 INCHES
 FE2343'(30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.
 FE2343'THE STATION IS LOCATED 8.5 METERS (27.9 FT) SOUTH FROM THE CENTERLINE
 FE2343'OF REYNOLDS DRIVE, 7.3 METERS (24.0 FT) NORTHEAST FROM A SOUTHWEST
 FE2343'FENCE CORNER, 1.5 METERS (4.9 FT) EAST FROM THE CENTERLINE OF
 FE2343'NORTHSIDE DRIVE (PROJECTED).
 FE2343' 
 FE2343'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--NORTHSIDE 1958 NO
 FE2343'3 1985--, SET IN THE MIDDLE OF TOP CONCRETE STEP FROM STANDS TO
 FE2343'PLAYING FIELD.  THE STATION IS LOCATED 16.8 METERS (55.1 FT) SOUTH
 FE2343'FROM THE PROJECTED CENTERLINE OF REYNOLDS DRIVE 5.6 METERS (18.4 FT)
 FE2343'SOUTHWEST FROM A SOUTHWEST FENCE CORNER 3.0 METERS (9.8 FT) EAST FROM
 FE2343'THE EAST EDGE OF THE FOOTBALL FIELD AND 0.7 METERS (2.3 FT) LOWER THAN
 FE2343'THE STATION.
 FE2343' 
 FE2343'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH MARK DISK
 FE2343'STAMPED---NORTHSIDE 1958 NO 2 1985---, SET IN THE NORTH EDGE OF A
 FE2343'CONCRETE COLLAR AROUND A 0.9 METERS (3.0 FT) MANHOLE PROJECTING 0.15
 FE2343'METERS.  (0.49 FT) THE STATION IS LOCATED 58.2 METERS (190.9 FT) NORTH
 FE2343'FROM STATE ROUTE 45 MILEPOST 18, 27.7 METERS (90.9 FT) NORTH FROM THE
 FE2343'CENTERLINE OF THE SCHOOL DRIVEWAY, 11.9 METERS (39.0 FT) EAST FROM THE
 FE2343'CENTERLINE OF STATE ROUTE 45. THE STATION IS LOCATED ABOUT 10 KM (6.20
 FE2343'MI) NORTH OF DOWNTOWN JACKSON IN THE FRONT LAWN OF THE NORTHSIDE HIGH
 FE2343'SCHOOL.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FE2343'STATE ROUTE 45 AT THE NORTH EDGE OF JACKSON GO NORTH 2.4 KM (1.50 MI)
 FE2343'TO THE NORTHSIDE HIGH SCHOOL ON THE RIGHT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FE2373 ***********************************************************************
 FE2373  DESIGNATION -  NORTON HILL RAD KIE 36 MAST
 FE2373  PID         -  FE2373
 FE2373  STATE/COUNTY-  TN/MADISON
 FE2373  USGS QUAD   -  JACKSON SOUTH (1983)
 FE2373
 FE2373                         *CURRENT SURVEY CONTROL
 FE2373  ___________________________________________________________________
 FE2373* NAD 83(1995)-  35 31 46.49538(N)    088 46 37.58708(W)     ADJUSTED  
 FE2373* NAVD 88     -                                                        
 FE2373  ___________________________________________________________________
 FE2373  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FE2373  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FE2373
 FE2373  HORZ ORDER  -  THIRD
 FE2373
 FE2373.The horizontal coordinates were established by classical geodetic methods
 FE2373.and adjusted by the National Geodetic Survey in April 1999..
 FE2373
 FE2373
 FE2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 FE2373
 FE2373.The geoid height was determined by GEOID03.
 FE2373
 FE2373;                    North         East     Units Scale Factor Converg.
 FE2373;SPC TN       -   136,296.102   348,170.397   MT  0.99996244   -1 37 33.0
 FE2373;SPC TN       -   447,164.79  1,142,289.04   sFT  0.99996244   -1 37 33.0
 FE2373;UTM  16      - 3,933,226.593   338,879.264   MT  0.99991991   -1 01 58.6
 FE2373
 FE2373                          SUPERSEDED SURVEY CONTROL
 FE2373
 FE2373  NAD 83(1995)-  35 31 46.50085(N)    088 46 37.59227(W) AD(       ) 4
 FE2373  NAD 83(1986)-  35 31 46.50707(N)    088 46 37.58809(W) AD(       ) 4
 FE2373  NAD 27      -  35 31 46.23600(N)    088 46 37.38600(W) AD(       ) 3
 FE2373
 FE2373.Superseded values are not recommended for survey control.
 FE2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2373.See file dsdata.txt to determine how the superseded data were derived.
 FE2373
 FE2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCE3887933227(NAD 83)
 FE2373_MARKER: 42 = RADIO/TV MAST
 FE2373
 FE2373  HISTORY     - Date     Condition        Report By
 FE2373  HISTORY     - 1958     FIRST OBSERVED   CGS
 FE2373
 FE2373                          STATION DESCRIPTION
 FE2373
 FE2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 FE2373'THE STATION IS THE CENTER OF THE TOP OF THE NORTON HILL RADIO STATION
 FE2373'KIE 36 MAST LOCATED ABOUT 5-1/2 MILES SOUTH OF JACKSON ON THE
 FE2373'EAST SIDE OF U.S. HIGHWAY 45.  IT IS A UNIFORM CROSS-SECTION STEEL
 FE2373'STRUCTURE SUPPORTED BY GUY WIRES AND PAINTED IN ALTERNATE SECTIONS
 FE2373'OF ORANGE AND WHITE.  THE HEIGHT IS 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2485 ***********************************************************************
 GA2485  DESIGNATION -  NORWOOD AZ MK
 GA2485  PID         -  GA2485
 GA2485  STATE/COUNTY-  TN/KNOX
 GA2485  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2485
 GA2485                         *CURRENT SURVEY CONTROL
 GA2485  ___________________________________________________________________
 GA2485* NAD 83(1986)-  36 00 19.     (N)    083 59 08.     (W)     SCALED    
 GA2485* NAVD 88     -       334.849  (meters)    1098.58   (feet)  ADJUSTED  
 GA2485  ___________________________________________________________________
 GA2485  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2485  DYNAMIC HT  -         334.536 (meters)    1097.56  (feet)  COMP
 GA2485  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 GA2485
 GA2485  VERT ORDER  -  SECOND    CLASS 0
 GA2485
 GA2485.The horizontal coordinates were scaled from a topographic map and have
 GA2485.an estimated accuracy of +/- 6 seconds.
 GA2485
 GA2485.The orthometric height was determined by differential leveling
 GA2485.and adjusted by the National Geodetic Survey in June 1991..
 GA2485
 GA2485.The geoid height was determined by GEOID03.
 GA2485
 GA2485.The dynamic height is computed by dividing the NAVD 88
 GA2485.geopotential number by the normal gravity value computed on the
 GA2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2485.degrees latitude (g = 980.6199 gals.).
 GA2485
 GA2485.The modeled gravity was interpolated from observed gravity values.
 GA2485
 GA2485;                    North         East    Units  Estimated Accuracy
 GA2485;SPC TN       -   187,370.      781,600.      MT  (+/- 180 meters Scaled)
 GA2485
 GA2485                          SUPERSEDED SURVEY CONTROL
 GA2485
 GA2485  NGVD 29 (??/??/??)  335.03   (m)         1099.2    (f) RESET       3  
 GA2485
 GA2485.Superseded values are not recommended for survey control.
 GA2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2485.See file dsdata.txt to determine how the superseded data were derived.
 GA2485
 GA2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV308886(NAD 83)
 GA2485_MARKER: DD = SURVEY DISK
 GA2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2485_STAMPING: NORWOOD AZI 1964
 GA2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2485+STABILITY: SURFACE MOTION
 GA2485
 GA2485  HISTORY     - Date     Condition        Report By
 GA2485  HISTORY     - 1964     MONUMENTED       TNHD
 GA2485  HISTORY     - 1969     GOOD             NGS
 GA2485  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 GA2485
 GA2485                          STATION DESCRIPTION
 GA2485
 GA2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GA2485'AT NORWOOD.
 GA2485'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 GA2485'ABOUT 0.75 OF A MILE WEST-NORTHWEST ALONG U.S. HIGHWAY 25W FROM
 GA2485'4808 CLINTON HIGHWAY IN NORWOOD (SUBURBAN KNOXVILLE), 45 FEET
 GA2485'SOUTHEAST OF THE APPROXIMATE CENTER OF A TRAFFIC CROSS-OVER AT
 GA2485'5622 CLINTON HIGHWAY, 30 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 GA2485'CENTER OF THE NORTHWEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W,
 GA2485'21 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE SOUTHEAST
 GA2485'BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W, 13 FEET SOUTHEAST OF
 GA2485'POWERLINE POLE NO. 12656-7, AND 10 FEET SOUTHEAST OF THE END OF
 GA2485'THE PAVED DITCH IN THE MEDIAN.  IT IS A TENNESSEE HIGHWAY
 GA2485'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GA2485'CONCRETE MONUMENT AND THE DISK IS STAMPED NORWOOD AZI 1964.
 GA2485'NOTE-- DUE TO THE MARKS LOCATION IN A MOWED AREA, NO WITNESS
 GA2485'POST WAS SET.
 GA2485
 GA2485                          STATION RECOVERY (1982)
 GA2485
 GA2485'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 GA2485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2489 ***********************************************************************
 GA2489  DESIGNATION -  NORWOOD RESET
 GA2489  PID         -  GA2489
 GA2489  STATE/COUNTY-  TN/KNOX
 GA2489  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2489
 GA2489                         *CURRENT SURVEY CONTROL
 GA2489  ___________________________________________________________________
 GA2489* NAD 83(1995)-  36 00 05.46798(N)    083 58 24.19129(W)     ADJUSTED  
 GA2489* NAVD 88     -       336.37   (meters)    1103.6    (feet)  RESET     
 GA2489  ___________________________________________________________________
 GA2489  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GA2489  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2489
 GA2489  HORZ ORDER  -  THIRD
 GA2489  VERT ORDER  -  THIRD
 GA2489
 GA2489.The horizontal coordinates were established by classical geodetic methods
 GA2489.and adjusted by the National Geodetic Survey in April 1999..
 GA2489
 GA2489.The orthometric height was computed from unverified reset data.
 GA2489
 GA2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA2489
 GA2489.The geoid height was determined by GEOID03.
 GA2489
 GA2489;                    North         East     Units Scale Factor Converg.
 GA2489;SPC TN       -   186,975.697   782,701.737   MT  0.99995266   +1 11 11.3
 GA2489;SPC TN       -   613,436.10  2,567,913.95   sFT  0.99995266   +1 11 11.3
 GA2489;UTM  17      - 3,988,206.908   231,983.405   MT  1.00048521   -1 44 55.7
 GA2489;UTM  16      - 3,988,354.751   772,815.779   MT  1.00051720   +1 46 48.6
 GA2489
 GA2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA2489!SPC TN       -   0.99995203  x   0.99995266  =   0.99990469
 GA2489!UTM  17      -   0.99995203  x   1.00048521  =   1.00043722
 GA2489!UTM  16      -   0.99995203  x   1.00051720  =   1.00046921
 GA2489
 GA2489:                Primary Azimuth Mark                     Grid Az
 GA2489:SPC TN       -  KNOXVILLE TV WTVK STUDIO TOWER           074 03 18.2
 GA2489:UTM  17      -  KNOXVILLE TV WTVK STUDIO TOWER           076 59 25.2
 GA2489:UTM  16      -  KNOXVILLE TV WTVK STUDIO TOWER           073 27 40.9
 GA2489
 GA2489|---------------------------------------------------------------------|
 GA2489| PID    Reference Object                     Distance      Geod. Az  |
 GA2489|                                                           dddmmss.s |
 GA2489| GA3551 KNOXVILLE TV WTVK STUDIO TOWER      APPROX. 3.8 KM 0751429.5 |
 GA2489| GA3550 KNOXVILLE TV STATION WBIR MAST      APPROX. 3.1 KM 0811314.4 |
 GA2489| GA2490 NORWOOD RM 1                         15.322 METERS 10825     |
 GA2489| FB2665 NORWOOD TVA MICROWAVE MAST 239      APPROX. 1.5 KM 1381211.1 |
 GA2489| GA2486 NORWOOD RM 2                         11.485 METERS 28503     |
 GA2489| GA2485 NORWOOD AZ MK                                      2912115.3 |
 GA2489| GA2487 NORWOOD RM 3                         16.767 METERS 29406     |
 GA2489|---------------------------------------------------------------------|
 GA2489
 GA2489                          SUPERSEDED SURVEY CONTROL
 GA2489
 GA2489  NAD 83(1995)-  36 00 05.47533(N)    083 58 24.18933(W) AD(       ) 3
 GA2489  NAD 83(1995)-  36 00 05.47531(N)    083 58 24.18934(W) AD(       ) 3
 GA2489  NAD 83(1995)-  36 00 05.47538(N)    083 58 24.18952(W) AD(       ) 3
 GA2489  NAD 83(1986)-  36 00 05.48123(N)    083 58 24.18766(W) AD(       ) 3
 GA2489
 GA2489.Superseded values are not recommended for survey control.
 GA2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2489.See file dsdata.txt to determine how the superseded data were derived.
 GA2489
 GA2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV3198388207(NAD 83)
 GA2489_MARKER: DD = SURVEY DISK
 GA2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2489_STAMPING: NORWOOD 1964 1969
 GA2489_MARK LOGO: TNHD  
 GA2489_PROJECTION: RECESSED 10 CENTIMETERS
 GA2489_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2489+STABILITY: SURFACE MOTION
 GA2489
 GA2489  HISTORY     - Date     Condition        Report By
 GA2489  HISTORY     - 1969     MONUMENTED       TNHD
 GA2489  HISTORY     - 1969     GOOD             CGS
 GA2489  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 GA2489  HISTORY     - 19820615 GOOD             NGS
 GA2489
 GA2489                          STATION DESCRIPTION
 GA2489
 GA2489'DESCRIBED BY TN HIGHWAY DEPT 1969 (LFS)
 GA2489'THE STATION UNDERGROUND MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH
 GA2489'MARK WERE RECOVERED IN APPARENT GOOD CONDITION. THE SURFACE
 GA2489'STATION MARK WAS DESTROYED WHEN THE MEDIAN BETWEEN THE U.S.
 GA2489'HIGHWAY 25W TRAFFIC LANES WAS PAVED, AND REFERENCE MARK NO. 2 WAS
 GA2489'EITHER DESTROYED OR COVERED OVER WITH SURFACING OF AN ADDITIONAL
 GA2489'TURNING LANE.
 GA2489'
 GA2489'THE UNDERGROUND STATION MARK STILL HAD THE SEPERATION BOARDS
 GA2489'OVER IT WHEN FOUND, BUT THE HORIZONTAL DISTANCE MEASUREMENT TO
 GA2489'REFERENCE MARK NO. 1 COULD NOT BE CHECKED BY - 0.05 OF A FOOT AND
 GA2489'THE HORIZONTAL ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK
 GA2489'NO. 1 DID NOT CHECK BY 00 DEG 01 MIN 54.2 SEC.  A NEW SURFACE
 GA2489'STATION MARK WAS ESTABLISHED AND A NEW REFERENCE MARK NO. 3
 GA2489'WAS SET.  THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL
 GA2489'ANGLES BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS
 GA2489'OBSERVED.  SEVEN DISTANT MASTS ALONG SHARPS RIDGE WERE CUT IN
 GA2489'FROM THE MARK AND WILL ALL SERVE AS ADDITIONAL AZIMUTH POINTS
 GA2489'AS ALL MARKS AT THIS STATION WERE BENCH MARKS, AN ELEVATION
 GA2489'WAS TRANSFERRED TO THE NEWLY ESTABLISHED MARKS FROM BENCH
 GA2489'FROM BENCH MARK NORWOOD RM-1.
 GA2489'
 GA2489'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA2489'
 GA2489'THE STATION IS LOCATED IN THE MEDIAN OF U. S. HIGHWAY 25W AT 4808
 GA2489'CLINTON HIGHWAY IN NORWOOD, A SURBURBAN  SECTION OF KNOXVILLE.
 GA2489'
 GA2489'THE STATION IS 63 FEET WEST-NORTHWEST OF POWERLINE POLE NO. 12563, 28
 GA2489'FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE NORTHWEST
 GA2489'BOUND TRAFFIC LANE OF U.S.  HIGHWAY 25W, 25 FEET NORTHWEST OF THE
 GA2489'DRIVE, AND 23 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GA2489'SOUTHEAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W.  IT IS A
 GA2489'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH,
 GA2489'ROUND, CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE PAVED
 GA2489'MEDIAN, AND THE DISK IS STAMPED--NORWOOD 1964 1969--.
 GA2489'
 GA2489'REFERENCE MARK NO. 1 IS 26 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA2489'OF THE T INTERSECTION OF ALLEN DRIVE AND U.S. HIGHWAY 25W, 25 FEET
 GA2489'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE NORTHWEST BOUND
 GA2489'TRAFFIC LANE OF U.S.  HIGHWAY 25W, 25 FEET NORTH-NORTHEAST OF THE
 GA2489'APPROXIMATE CENTER OF THE SOUTHEAST BOUND TRAFFIC LANE OF U.S.
 GA2489'HIGHWAY 25W, 13 FEET WEST OF POWERLINE POLE NO.  12563, AND 3 FEET
 GA2489'NORTHWEST OF THE END OF A CONCRETE DITCH IN THE MEDIAN STRIP.
 GA2489'IT IS A TENNESSEE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 GA2489'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 GA2489'THE DISK IS STAMPED--NORWOOD RM-1 1964--.
 GA2489'
 GA2489'REFERENCE MARK NO. 3 IS 38 FEET EAST-NORTHEAST OF POWERLINE POLE NO.
 GA2489'12564-5, 26 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GA2489'SOUTHEAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W, 25 FEET
 GA2489'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE NORTHWEST BOUND
 GA2489'TRAFFIC LANE OF U.S. HIGHWAY 25W, AND IN THE PAVED MEDIAN STRIP.
 GA2489'IT IS A STANDARD USC AND GS REFERENCE MARK DISK SET IN THE TOP OF AN
 GA2489'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GA2489'STAMPED--NORWOOD 1964 NO 3 1969.
 GA2489'
 GA2489'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GA2489'REFERENCE MARK NO. 3 IS 105.16 FEET- (32.053) METERS.
 GA2489'
 GA2489'THE AZIMUTH MARK IS ABOUT 0.75 OF A MILE WEST-NORTHWEST ALONG U.S.
 GA2489'HIGHWAY 25W FROM THE STATION, 45 FEET SOUTHEAST OF THE APPROXIMATE
 GA2489'CENTER OF A TRAFFIC CROSS-OVER LANE, 30 FEET SOUTH-SOUTHWEST OF
 GA2489'LANE, 30 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 GA2489'NORTHWEST BOUND TRAFFIC LANE OF U.S. IGHWAY 25W, 21 FEET
 GA2489'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE SOUTHEAST BOUND
 GA2489'TRAFFIC LANE OF U.S. HIGHWAY 25W, 13 FEET BOUNDSOUTHEAST OF
 GA2489'POWERLINE POLE NO. 12656-7, AND 10 FEET SOUTHEAST OF THE END OF
 GA2489'THE PAVED DITCH IN THE MEDIAN.  IT IS A TENNESSEE HIGHWAY
 GA2489'DEPARTMENT DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GA2489'CONCRETE MONUMENT AND THE DISK IS STAMPED--NORWOOD AZI 1964--.
 GA2489'
 GA2489'NOTE- DUE TO ALL MARKS LOCATION IN EITHER PAVED OR MOWED AREAS, NO
 GA2489'WITNESS POST WERE SET.
 GA2489'
 GA2489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT NORWOOD
 GA2489'(SUBURBAN KNOXVILLE)
 GA2489
 GA2489                          STATION RECOVERY (1969)
 GA2489
 GA2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GA2489'AT NORWOOD.
 GA2489'THIS MARK IS AT THE NORWOOD 1964 1969 TRAVERSE STATION SITE AT
 GA2489'4808 CLINTON HIGHWAY IN NORWOOD, A SUBURBAN SECTION OF KNOXVILLE.
 GA2489'IT IS 63 FEET WEST-NORTHWEST OF POWERLINE POLE NO. 12563, 55.01
 GA2489'FEET EAST-SOUTHEAST OF NORWOOD R.M. 3, 50.27 FEET WEST-NORTHWEST
 GA2489'OF NORWOOD RM-1, 28 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 GA2489'OF THE NORTHWEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 25W, 25 FEET
 GA2489'NORTHWEST OF THE INTERSECTION OF THE T JUNCTION OF ALLEN DRIVE,
 GA2489'AND 23 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 GA2489'SOUTHEAST BOUND LANE OF U.S. HIGHWAY 25W.  IT IS A TENNESSEE
 GA2489'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH,
 GA2489'CONCRETE MONUMENT IN THE PAVED MEDIAN, AND THE DISK IS STAMPED
 GA2489'NORWOOD 1964 1969.  NOTE-- DUE TO THE MARKS LOCATION IN A TRAFFIC
 GA2489'AREA, NO WITNESS POST WAS SET.
 GA2489
 GA2489                          STATION RECOVERY (1982)
 GA2489
 GA2489'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JK)
 GA2489'NORWOOD 1964 SEARCHED FOR - NOT RECOVERED.  THE UNDERGROUND MARK IS
 GA2489'PROBABLY STILL INTACT HOWEVER IT IS COVERED OVER BY ASPHALT
 GA2489'PAVEMENT.  (S. OF CITY BLK 39580).
 GA2489
 GA2489                          STATION RECOVERY (1982)
 GA2489
 GA2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GA2489'THE STATION MARK WAS FOUND IN GOOD CONDITION BUT COVERED BY 0.1 METER
 GA2489'(0.3 FT) OF PAVEMENT.  REFERENCE MARK 1 AND 3 AND THE AZIMUTH MARK
 GA2489'WERE NOT FOUND AND ASSUMED DESTROYED BY ROAD WORK.  REFERENCE MARKS 4
 GA2489'AND 5 WERE SET.  A NEW DESCRIPTION FOLLOWS.
 GA2489' 
 GA2489'THE STATION IS LOCATED IN THE PAVED MEDIAN OF U.S HIGHWAY 75 W, IN THE
 GA2489'NORWOOD SECTION OF KNOXVILLE, AT 4808 CLINTON HIGHWAY, 6.7 METERS
 GA2489'(22.0 FT) NORTHWEST OF THE INTERSECTION OF ALLEN DRIVE AND CLINTON
 GA2489'HIGHWAY, 3.4 METERS (11.2 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 GA2489'CONCRETE CURB, 8.5 METERS (27.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 GA2489'NORTHWEST BOUND LANE OF HIGHWAY 25 W AND 6.7 METERS (22.0 FT)
 GA2489'SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANE OF HIGHWAY 25
 GA2489'W.  THE MONUMENT IS 0.1 METER (0.3 FT) BELOW THE PAVEMENT AND THE DISK
 GA2489'IS A STANDARD THD DISK STAMPED---NORWOOD 1964 1969---.
 GA2489' 
 GA2489'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED--NORWOOD 1964 THD NO 4
 GA2489'1982--, SET IN A DRILL HOLE IN THE TOP AND NORTH END OF CONCRETE CURB
 GA2489'0.3 METER (1.0 FT) SOUTH OF THE NORTH END OF THE CURB 9.8 METERS
 GA2489'(32.2 FT) SOUTHEAST OF THE INTERSECTION 6.4 METERS (21.0 FT) SOUTHEAST
 GA2489'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY 9.1
 GA2489'METERS (29.9 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND
 GA2489'LANE OF THE HIGHWAY.
 GA2489' 
 GA2489'REFERENCE MARK 5 IS A STANDARD DISK STAMPED--NORWOOD THD 1964 NO 5
 GA2489'1982--, SET IN A DRILL HOLE IN THE TOP OF CONCRETE CURB 0.3 METER
 GA2489'(1.0 FT) NORTH OF THE SOUTH END, 5.8 METERS (19.0 FT) SOUTHEAST OF THE
 GA2489'CENTERLINE OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY AND 9.1 METERS
 GA2489'(29.9 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANE OF
 GA2489'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 GA2490 ***********************************************************************
 GA2490  DESIGNATION -  NORWOOD RM 1
 GA2490  PID         -  GA2490
 GA2490  STATE/COUNTY-  TN/KNOX
 GA2490  USGS QUAD   -  FOUNTAIN CITY (1978)
 GA2490
 GA2490                         *CURRENT SURVEY CONTROL
 GA2490  ___________________________________________________________________
 GA2490* NAD 83(1986)-  36 00 05.     (N)    083 58 24.     (W)     SCALED    
 GA2490* NAVD 88     -       336.294  (meters)    1103.32   (feet)  ADJUSTED  
 GA2490  ___________________________________________________________________
 GA2490  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA2490  DYNAMIC HT  -         335.980 (meters)    1102.29  (feet)  COMP
 GA2490  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 GA2490
 GA2490  VERT ORDER  -  SECOND    CLASS 0
 GA2490
 GA2490.The horizontal coordinates were scaled from a topographic map and have
 GA2490.an estimated accuracy of +/- 6 seconds.
 GA2490
 GA2490.The orthometric height was determined by differential leveling
 GA2490.and adjusted by the National Geodetic Survey in June 1991..
 GA2490
 GA2490.The geoid height was determined by GEOID03.
 GA2490
 GA2490.The dynamic height is computed by dividing the NAVD 88
 GA2490.geopotential number by the normal gravity value computed on the
 GA2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2490.degrees latitude (g = 980.6199 gals.).
 GA2490
 GA2490.The modeled gravity was interpolated from observed gravity values.
 GA2490
 GA2490;                    North         East    Units  Estimated Accuracy
 GA2490;SPC TN       -   186,960.      782,710.      MT  (+/- 180 meters Scaled)
 GA2490
 GA2490                          SUPERSEDED SURVEY CONTROL
 GA2490
 GA2490  NGVD 29 (??/??/92)  336.419  (m)         1103.73   (f) ADJ UNCH    2 0
 GA2490
 GA2490.Superseded values are not recommended for survey control.
 GA2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2490.See file dsdata.txt to determine how the superseded data were derived.
 GA2490
 GA2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV319881(NAD 83)
 GA249